














                                  SURVEY CONTROL DATA
                                
                             STATE=WI
                             [MAY  9, 2026 08:34:3]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0591 ***********************************************************************
 OM0591  DESIGNATION -  001
 OM0591  PID         -  OM0591
 OM0591  STATE/COUNTY-  WI/DANE
 OM0591  COUNTRY     -  US
 OM0591  USGS QUAD   -  MAZOMANIE (2018)
 OM0591
 OM0591                         *CURRENT SURVEY CONTROL
 OM0591  ______________________________________________________________________
 OM0591* NAD 83(2011) POSITION- 43 10 35.80667(N) 089 50 16.83524(W)   ADJUSTED
 OM0591* NAD 83(2011) ELLIP HT-   206.636 (meters)        (06/27/12)   ADJUSTED
 OM0591* NAD 83(2011) EPOCH   -  2010.00
 OM0591* NAVD 88 ORTHO HEIGHT -   240.9   (meters)      790.    (feet) VERTCON3
 OM0591  ______________________________________________________________________
 OM0591  GEOID HEIGHT    -        -34.396 (meters)                     GEOID18
 OM0591  NAD 83(2011) X  -     13,171.352 (meters)                     COMP
 OM0591  NAD 83(2011) Y  - -4,658,681.984 (meters)                     COMP
 OM0591  NAD 83(2011) Z  -  4,341,972.190 (meters)                     COMP
 OM0591  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 OM0591
 OM0591  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0591  Standards:
 OM0591         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0591            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0591  -------------------------------------------------------------------
 OM0591  NETWORK    3.08   3.84           1.13   1.37   1.96     -0.04836865
 OM0591  -------------------------------------------------------------------
 OM0591  Click here for local accuracies and other accuracy information.
 OM0591
 OM0591.The horizontal coordinates were established by GPS observations
 OM0591.and adjusted by the National Geodetic Survey in June 2012.
 OM0591
 OM0591.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0591.been affixed to the stable North American tectonic plate. See 
 OM0591.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0591
 OM0591.The horizontal coordinates are valid at the epoch date displayed above
 OM0591.which is a decimal equivalence of Year/Month/Day.
 OM0591
 OM0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0591
 OM0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0591.GEOID18 height accuracy estimate available here.
 OM0591
 OM0591.Click photographs - Photos may exist for this station.
 OM0591
 OM0591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0591
 OM0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0591
 OM0591.The ellipsoidal height was determined by GPS observations
 OM0591.and is referenced to NAD 83.
 OM0591
 OM0591. The following values were computed from the NAD 83(2011) position.
 OM0591
 OM0591;                    North         East     Units Scale Factor Converg.
 OM0591;SPC WI S     -   130,723.011   613,170.148   MT  0.99994019   +0 06 40.7
 OM0591;SPC WI S     -   428,880.41  2,011,709.06   sFT  0.99994019   +0 06 40.7
 OM0591;UTM  16      - 4,784,338.239   269,335.995   MT  1.00025456   -1 56 33.9
 OM0591
 OM0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0591!SPC WI S     -   0.99996760  x   0.99994019  =   0.99990779
 OM0591!UTM  16      -   0.99996760  x   1.00025456  =   1.00022215
 OM0591
 OM0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6933584338(NAD 83)
 OM0591
 OM0591                          SUPERSEDED SURVEY CONTROL
 OM0591
 OM0591  NAD 83(2007)-  43 10 35.80635(N)    089 50 16.83621(W) AD(2002.00) 0
 OM0591  ELLIP H (02/10/07)  206.731  (m)                       GP(2002.00)    
 OM0591  NAD 83(1997)-  43 10 35.80660(N)    089 50 16.83644(W) AD(       ) 2
 OM0591  ELLIP H (06/17/02)  206.656  (m)                       GP(       ) 4 1
 OM0591  NAD 83(1991)-  43 10 35.80561(N)    089 50 16.83508(W) AD(       ) 2
 OM0591  ELLIP H (11/21/91)  206.841  (m)                       GP(       ) 4 1
 OM0591  NAD 83(1986)-  43 10 35.79747(N)    089 50 16.83827(W) AD(       ) 2
 OM0591  NAD 27      -  43 10 35.82663(N)    089 50 16.39654(W) AD(       ) 2
 OM0591  NGVD 29 (07/12/88)  241.0    (m)  RAPSU86  model used  GPS OBS        
 OM0591
 OM0591.Superseded values are not recommended for survey control.
 OM0591
 OM0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0591.See file dsdata.pdf to determine how the superseded data were derived.
 OM0591
 OM0591_MARKER: DD = SURVEY DISK
 OM0591_SETTING: 0 = UNSPECIFIED SETTING
 OM0591_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0591+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0591
 OM0591  HISTORY     - Date     Condition        Report By
 OM0591  HISTORY     - 1987     MONUMENTED       WI-025
 OM0591
 OM0591                          STATION DESCRIPTION
 OM0591
 OM0591'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0591'THE STATION IS LOCATED ABOUT 13.7 KM (8.5MI) SOUTHWEST OF SAUK
 OM0591'CITY, 4.0 KM (2.5 MI) NORTH-NORTHWEST OF MAZOMANIE, ON THE IOWA-DANE
 OM0591'COUNTY LINE AND ON THE ROAD RIGHT-OF-WAY.  OWNERSHIP--RONALD ADLER,
 OM0591'CHAIRMAN, 10152 CARTER ROAD, MAZOMANIE WI 53560, PHONE 608-795-4451.
 OM0591'
 OM0591'TO REACH THE STATION FROM THE POST OFFICE IN MAZOMANIE, GO NORTHWEST
 OM0591'ON CRESCENT STREET FOR 0.1 KM (0.05 MI) TO BRODHEAD STREET.  TURN
 OM0591'LEFT AND GO SOUTH FOR 0.5 KM (0.3 MI) TO U.S. HIGHWAY 14.  TURN
 OM0591'RIGHT AND FOLLOW U.S. HIGHWAY 14 FOR 4.2 KM (2.6 MI) TO MORRILL ROAD
 OM0591'ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 1.9 KM (1.15 MI) TO A
 OM0591'STOP SIGN AT BLYNN ROAD.  THE STATION IS IN THE MIDDLE OF THE
 OM0591'INTERSECTION.
 OM0591'
 OM0591'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK
 OM0591'STAMPED---12 7 13 18---, SET INTO THE MIDDLE OF THE INTERSECTION
 OM0591'RECESSED 3 CM BELOW THE ROAD SURFACE.  LOCATED 12.5 METERS (41.0
 OM0591'FT) NORTHWEST OF A STOP SIGN, 11.8 METERS (38.7 FT) SOUTHEAST OF
 OM0591'POWER POLE NUMBER 8-6-7, AND 10.6 METERS (34.8 FT) SOUTHEAST OF
 OM0591'POWER POLE NUMBER K340225.
 OM0591'
 OM0591'DANE COUNTY, WISCONSIN 1987.
 OM0591'
 OM0591'THIS STATION IS SUITABLE FOR GPS SURVEYS BUT REQUIRES TRAFFIC
 OM0591'CONTROL.
 OM0591'
 OM0591'DESCRIBED BY D.A.BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0592 ***********************************************************************
 OM0592  DESIGNATION -  002
 OM0592  PID         -  OM0592
 OM0592  STATE/COUNTY-  WI/DANE
 OM0592  COUNTRY     -  US
 OM0592  USGS QUAD   -  MAZOMANIE (2018)
 OM0592
 OM0592                         *CURRENT SURVEY CONTROL
 OM0592  ______________________________________________________________________
 OM0592* NAD 83(2011) POSITION- 43 11 54.91080(N) 089 47 57.27519(W)   ADJUSTED
 OM0592* NAD 83(2011) ELLIP HT-   191.709 (meters)        (06/27/12)   ADJUSTED
 OM0592* NAD 83(2011) EPOCH   -  2010.00
 OM0592* NAVD 88 ORTHO HEIGHT -   226.2   (meters)      742.    (feet) VERTCON3
 OM0592  ______________________________________________________________________
 OM0592  GEOID HEIGHT    -        -34.462 (meters)                     GEOID18
 OM0592  NAD 83(2011) X  -     16,317.550 (meters)                     COMP
 OM0592  NAD 83(2011) Y  - -4,656,990.376 (meters)                     COMP
 OM0592  NAD 83(2011) Z  -  4,343,741.922 (meters)                     COMP
 OM0592  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 OM0592
 OM0592  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0592  Standards:
 OM0592         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0592            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0592  -------------------------------------------------------------------
 OM0592  NETWORK    2.29   2.76           0.73   1.07   1.41     -0.16723710
 OM0592  -------------------------------------------------------------------
 OM0592  Click here for local accuracies and other accuracy information.
 OM0592
 OM0592.The horizontal coordinates were established by GPS observations
 OM0592.and adjusted by the National Geodetic Survey in June 2012.
 OM0592
 OM0592.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0592.been affixed to the stable North American tectonic plate. See 
 OM0592.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0592
 OM0592.The horizontal coordinates are valid at the epoch date displayed above
 OM0592.which is a decimal equivalence of Year/Month/Day.
 OM0592
 OM0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0592
 OM0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0592.GEOID18 height accuracy estimate available here.
 OM0592
 OM0592.Click photographs - Photos may exist for this station.
 OM0592
 OM0592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0592
 OM0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0592
 OM0592.The ellipsoidal height was determined by GPS observations
 OM0592.and is referenced to NAD 83.
 OM0592
 OM0592. The following values were computed from the NAD 83(2011) position.
 OM0592
 OM0592;                    North         East     Units Scale Factor Converg.
 OM0592;SPC WI S     -   133,170.873   616,316.079   MT  0.99993877   +0 08 16.6
 OM0592;SPC WI S     -   436,911.44  2,022,030.34   sFT  0.99993877   +0 08 16.6
 OM0592;UTM  16      - 4,786,672.460   272,568.649   MT  1.00023634   -1 55 01.1
 OM0592
 OM0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0592!SPC WI S     -   0.99996994  x   0.99993877  =   0.99990871
 OM0592!UTM  16      -   0.99996994  x   1.00023634  =   1.00020627
 OM0592
 OM0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7256886672(NAD 83)
 OM0592
 OM0592                          SUPERSEDED SURVEY CONTROL
 OM0592
 OM0592  NAD 83(2007)-  43 11 54.91001(N)    089 47 57.27618(W) AD(2002.00) 0
 OM0592  ELLIP H (02/10/07)  191.836  (m)                       GP(2002.00)    
 OM0592  NAD 83(1997)-  43 11 54.91072(N)    089 47 57.27649(W) AD(       ) 2
 OM0592  ELLIP H (06/17/02)  191.717  (m)                       GP(       ) 4 1
 OM0592  NAD 83(1991)-  43 11 54.90920(N)    089 47 57.27509(W) AD(       ) 2
 OM0592  ELLIP H (11/21/91)  191.950  (m)                       GP(       ) 4 1
 OM0592  NAD 83(1986)-  43 11 54.90069(N)    089 47 57.27952(W) AD(       ) 2
 OM0592  NAD 27      -  43 11 54.93150(N)    089 47 56.84030(W) AD(       ) 2
 OM0592  NGVD 29 (07/12/88)  226.2    (m)  RAPSU86  model used  GPS OBS        
 OM0592
 OM0592.Superseded values are not recommended for survey control.
 OM0592
 OM0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0592.See file dsdata.pdf to determine how the superseded data were derived.
 OM0592
 OM0592_MARKER: DD = SURVEY DISK
 OM0592_SETTING: 0 = UNSPECIFIED SETTING
 OM0592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0592+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0592
 OM0592  HISTORY     - Date     Condition        Report By
 OM0592  HISTORY     - 1987     MONUMENTED       WI-025
 OM0592
 OM0592                          STATION DESCRIPTION
 OM0592
 OM0592'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0592'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTHWEST OF SAUK
 OM0592'CITY, 3.2 KM (2.0 MI) NORTH OF MAZOMANIE AND 3.2 KM (2.0 MI) EAST
 OM0592'THE IOWA-DANE COUNTY LINE ON THE ROAD RIGHT-OF-WAY.
 OM0592'OWNERSHIP--TOWN OF MAZOMANIE, RONALD ADLER, CHAIRMAN, 10152 CARTER
 OM0592'ROAD, MAZOMANIE WI 53560, PHONE 608-795-4451.
 OM0592'
 OM0592'TO REACH THE STATION FROM THE POST OFFICE IN MAZOMANIE, GO
 OM0592'NORTHEAST ON CRESCENT STREET FOR 0.1 KM (0.05 MI) TO BRODHEAD
 OM0592'STREET.  TURN RIGHT AND FOLLOW COUNTY HIGHWAY Y NORTHERLY FOR 3.7
 OM0592'KM (1.65 MI) TO AMENDA ROAD ON THE LEFT.  TURN LEFT AND GO WEST FOR
 OM0592'0.6 KM (0.4 MI) TO THE MARK ON THE RIGHT.
 OM0592'
 OM0592'THE STATION IS A STANDARD WI-O25 DISK STAMPED---002 1987---,
 OM0592'EPOXIED TO THE TOP OF A STEEL ROD AND SET IN THE TOP OF A ROUND
 OM0592'CONCRETE MONUMENT 10 CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND.
 OM0592'LOCATED 44.5 METERS (146.0 FT) WEST FROM A POWER POLE NUMBER 7, 8.5
 OM0592'METERS (28.0 FT) NORTH FROM A WISCONSIN BELL TELEPHONE DIGGER
 OM0592'HOTLINE POST, AND 0.4 METERS (1.3 FT) SOUTH FROM A FIBERGLASS
 OM0592'WITNESS POST.
 OM0592'
 OM0592'DANE COUNTY, WISCONSIN 1987.
 OM0592'
 OM0592'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0592'
 OM0592'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0593 ***********************************************************************
 OM0593  DESIGNATION -  003
 OM0593  PID         -  OM0593
 OM0593  STATE/COUNTY-  WI/DANE
 OM0593  COUNTRY     -  US
 OM0593  USGS QUAD   -  MAZOMANIE (2018)
 OM0593
 OM0593                         *CURRENT SURVEY CONTROL
 OM0593  ______________________________________________________________________
 OM0593* NAD 83(2011) POSITION- 43 12 22.40265(N) 089 45 34.57926(W)   ADJUSTED
 OM0593* NAD 83(2011) ELLIP HT-   193.339 (meters)        (06/27/12)   ADJUSTED
 OM0593* NAD 83(2011) EPOCH   -  2010.00
 OM0593* NAVD 88 ORTHO HEIGHT -   227.8   (meters)      747.    (feet) VERTCON3
 OM0593  ______________________________________________________________________
 OM0593  GEOID HEIGHT    -        -34.491 (meters)                     GEOID18
 OM0593  NAD 83(2011) X  -     19,536.863 (meters)                     COMP
 OM0593  NAD 83(2011) Y  - -4,656,398.350 (meters)                     COMP
 OM0593  NAD 83(2011) Z  -  4,344,361.492 (meters)                     COMP
 OM0593  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 OM0593
 OM0593  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0593  Standards:
 OM0593         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0593            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0593  -------------------------------------------------------------------
 OM0593  NETWORK    2.44   2.70           0.75   1.14   1.38     -0.25997330
 OM0593  -------------------------------------------------------------------
 OM0593  Click here for local accuracies and other accuracy information.
 OM0593
 OM0593.The horizontal coordinates were established by GPS observations
 OM0593.and adjusted by the National Geodetic Survey in June 2012.
 OM0593
 OM0593.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0593.been affixed to the stable North American tectonic plate. See 
 OM0593.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0593
 OM0593.The horizontal coordinates are valid at the epoch date displayed above
 OM0593.which is a decimal equivalence of Year/Month/Day.
 OM0593
 OM0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0593
 OM0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0593.GEOID18 height accuracy estimate available here.
 OM0593
 OM0593.Click photographs - Photos may exist for this station.
 OM0593
 OM0593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0593
 OM0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0593
 OM0593.The ellipsoidal height was determined by GPS observations
 OM0593.and is referenced to NAD 83.
 OM0593
 OM0593. The following values were computed from the NAD 83(2011) position.
 OM0593
 OM0593;                    North         East     Units Scale Factor Converg.
 OM0593;SPC WI S     -   134,027.743   619,535.097   MT  0.99993831   +0 09 54.6
 OM0593;SPC WI S     -   439,722.69  2,032,591.40   sFT  0.99993831   +0 09 54.6
 OM0593;UTM  16      - 4,787,413.557   275,817.262   MT  1.00021829   -1 53 24.3
 OM0593
 OM0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0593!SPC WI S     -   0.99996968  x   0.99993831  =   0.99990799
 OM0593!UTM  16      -   0.99996968  x   1.00021829  =   1.00018796
 OM0593
 OM0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7581787413(NAD 83)
 OM0593
 OM0593                          SUPERSEDED SURVEY CONTROL
 OM0593
 OM0593  NAD 83(2007)-  43 12 22.40183(N)    089 45 34.58035(W) AD(2002.00) 0
 OM0593  ELLIP H (02/10/07)  193.473  (m)                       GP(2002.00)    
 OM0593  NAD 83(1997)-  43 12 22.40258(N)    089 45 34.58054(W) AD(       ) 2
 OM0593  ELLIP H (06/17/02)  193.343  (m)                       GP(       ) 4 1
 OM0593  NAD 83(1991)-  43 12 22.40103(N)    089 45 34.57928(W) AD(       ) 2
 OM0593  ELLIP H (11/21/91)  193.588  (m)                       GP(       ) 4 1
 OM0593  NAD 83(1986)-  43 12 22.39252(N)    089 45 34.58457(W) AD(       ) 2
 OM0593  NAD 27      -  43 12 22.42387(N)    089 45 34.14753(W) AD(       ) 2
 OM0593  NGVD 29 (07/12/88)  227.9    (m)  RAPSU86  model used  GPS OBS        
 OM0593
 OM0593.Superseded values are not recommended for survey control.
 OM0593
 OM0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0593.See file dsdata.pdf to determine how the superseded data were derived.
 OM0593
 OM0593_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0593_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0593+STABILITY: SURFACE MOTION
 OM0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0593+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0593
 OM0593  HISTORY     - Date     Condition        Report By
 OM0593  HISTORY     - 1987     MONUMENTED       WI-025
 OM0593
 OM0593                          STATION DESCRIPTION
 OM0593
 OM0593'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0593'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHWEST OF SAUK
 OM0593'CITY, 7.2 KM (4.5 MI) WEST-NORTHWEST OF MARXVILLE, AND 4.8 KM (3.0
 OM0593'MI) NORTHEAST OF MAZOMANIE IN THE ROAD RIGHT-OF-WAY.
 OM0593'OWNERSHIP--TOWN OF MAZOMANIE, RONALD ADLER, CHAIRMAN, 10152 CARTER
 OM0593'ROAD, MAZOMANIE WI 53560, PHONE 608-795-4451.
 OM0593'
 OM0593'TO REACH THE STATION FROM THE POST OFFICE IN MAZOMANIE, GO
 OM0593'NORTHEAST ON CRESCENT STREET FOR 0.1 KM (0.05 MI) TO BRODHEAD
 OM0593'STREET.  TURN RIGHT AND FOLLOW COUNTY HIGHWAY Y NORTHERLY FOR 3.9
 OM0593'KM (3.45 MI) TO RACEK ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW
 OM0593'RACEK ROAD FOR 2.4 KM (1.5 MI) TO THE MARK ON THE LEFT IN THE MIDDLE
 OM0593'OF A CURVE.
 OM0593'
 OM0593'THE STATION IS A DANE COUNTY REFERENCE DISK---UNSTAMPED---, SET INTO
 OM0593'THE TOP OF A ROUND CONCRETE MONUMENT 22 CM IN DIAMETER FLUSH WITH THE
 OM0593'GROUND.  LOCATED 14.4 METERS (47.3 FT) NORTH FROM A SIGN WITH BLACK
 OM0593'ARROW DENOTING CURVE, 12.5 METERS (41.0 FT) NORTHEAST FROM THE CENTER
 OM0593'OF A FIELD ENTRANCE ROAD, 3.7 METERS (12.3 FT) NORTH-NORTHEAST FROM
 OM0593'THE EDGE OF ROADWAY, AND 0.7 METERS (2.3 FT) SOUTH FROM A FIBERGLASS
 OM0593'WITNESS POST.
 OM0593'
 OM0593'DANE COUNTY, WISCONSIN 1987.
 OM0593'
 OM0593'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0593'
 OM0593'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0594 ***********************************************************************
 OM0594  DESIGNATION -  004
 OM0594  PID         -  OM0594
 OM0594  STATE/COUNTY-  WI/DANE
 OM0594  COUNTRY     -  US
 OM0594  USGS QUAD   -  BLACK EARTH (2018)
 OM0594
 OM0594                         *CURRENT SURVEY CONTROL
 OM0594  ______________________________________________________________________
 OM0594* NAD 83(2011) POSITION- 43 12 31.03684(N) 089 42 37.35161(W)   ADJUSTED
 OM0594* NAD 83(2011) ELLIP HT-   217.502 (meters)        (06/27/12)   ADJUSTED
 OM0594* NAD 83(2011) EPOCH   -  2010.00
 OM0594* NAVD 88 ORTHO HEIGHT -   252.1   (meters)      827.    (feet) VERTCON3
 OM0594  ______________________________________________________________________
 OM0594  GEOID HEIGHT    -        -34.495 (meters)                     GEOID18
 OM0594  NAD 83(2011) X  -     23,536.911 (meters)                     COMP
 OM0594  NAD 83(2011) Y  - -4,656,215.028 (meters)                     COMP
 OM0594  NAD 83(2011) Z  -  4,344,572.254 (meters)                     COMP
 OM0594  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 OM0594
 OM0594  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0594  Standards:
 OM0594         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0594            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0594  -------------------------------------------------------------------
 OM0594  NETWORK    1.43   2.23           0.66   0.48   1.14     -0.07410908
 OM0594  -------------------------------------------------------------------
 OM0594  Click here for local accuracies and other accuracy information.
 OM0594
 OM0594.The horizontal coordinates were established by GPS observations
 OM0594.and adjusted by the National Geodetic Survey in June 2012.
 OM0594
 OM0594.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0594.been affixed to the stable North American tectonic plate. See 
 OM0594.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0594
 OM0594.The horizontal coordinates are valid at the epoch date displayed above
 OM0594.which is a decimal equivalence of Year/Month/Day.
 OM0594
 OM0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0594
 OM0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0594.GEOID18 height accuracy estimate available here.
 OM0594
 OM0594.Click photographs - Photos may exist for this station.
 OM0594
 OM0594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0594
 OM0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0594
 OM0594.The ellipsoidal height was determined by GPS observations
 OM0594.and is referenced to NAD 83.
 OM0594
 OM0594. The following values were computed from the NAD 83(2011) position.
 OM0594
 OM0594;                    North         East     Units Scale Factor Converg.
 OM0594;SPC WI S     -   134,306.892   623,534.708   MT  0.99993817   +0 11 56.4
 OM0594;SPC WI S     -   440,638.53  2,045,713.45   sFT  0.99993817   +0 11 56.4
 OM0594;UTM  16      - 4,787,549.118   279,825.389   MT  1.00019637   -1 51 23.1
 OM0594
 OM0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0594!SPC WI S     -   0.99996589  x   0.99993817  =   0.99990406
 OM0594!UTM  16      -   0.99996589  x   1.00019637  =   1.00016226
 OM0594
 OM0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7982587549(NAD 83)
 OM0594
 OM0594                          SUPERSEDED SURVEY CONTROL
 OM0594
 OM0594  NAD 83(2007)-  43 12 31.03604(N)    089 42 37.35262(W) AD(2002.00) 0
 OM0594  ELLIP H (02/10/07)  217.633  (m)                       GP(2002.00)    
 OM0594  NAD 83(1997)-  43 12 31.03676(N)    089 42 37.35293(W) AD(       ) 2
 OM0594  ELLIP H (06/17/02)  217.510  (m)                       GP(       ) 4 1
 OM0594  NAD 83(1991)-  43 12 31.03524(N)    089 42 37.35156(W) AD(       ) 2
 OM0594  ELLIP H (11/21/91)  217.748  (m)                       GP(       ) 4 1
 OM0594  NAD 83(1986)-  43 12 31.02680(N)    089 42 37.35737(W) AD(       ) 2
 OM0594  NAD 27      -  43 12 31.05810(N)    089 42 36.92264(W) AD(       ) 2
 OM0594  NGVD 29 (07/12/88)  252.2    (m)  RAPSU86  model used  GPS OBS        
 OM0594
 OM0594.Superseded values are not recommended for survey control.
 OM0594
 OM0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0594.See file dsdata.pdf to determine how the superseded data were derived.
 OM0594
 OM0594_MARKER: DD = SURVEY DISK
 OM0594_SETTING: 0 = UNSPECIFIED SETTING
 OM0594_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0594+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0594
 OM0594  HISTORY     - Date     Condition        Report By
 OM0594  HISTORY     - 1987     MONUMENTED       WI-025
 OM0594
 OM0594                          STATION DESCRIPTION
 OM0594
 OM0594'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0594'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF MAZOMANIE,
 OM0594'6.4 KM (4.0 MI) SOUTH OF SAUK CITY, AND 4.0 KM (2.5 MI) NORTHWEST
 OM0594'OF MARXVILLE ON AN EMBANKMENT ABOUT 4 METERS HIGHER THAN ROAD.
 OM0594'OWNERSHIP--TOWN OF ROXBURY, ROBERT J BALLWEG, CHAIRMAN, 7377 TETIVA
 OM0594'ROAD, SAUK CITY WI 53583, PHONE 608-643-6238.
 OM0594'
 OM0594'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND OLD
 OM0594'SETTLERS ROAD, WHICH IS ABOUT 8.0 KM (5.0 MI) EAST-NORTHEAST OF
 OM0594'MAZOMANIE, GO NORTH ON OLD SETTLERS ROAD FOR 2.6 KM (1.6 MI) TO A
 OM0594'STOP SIGN.  CONTINUE AHEAD AND GO NORTH AND WEST FOR 0.7 KM (0.45
 OM0594'MI) TO A FORK.
 OM0594'BEAR LEFT AND FOLLOW NORTH DUNLAP HOLLOW ROAD FOR 0.5 KM (0.3 MI)
 OM0594'TO THE STATION ON THE RIGHT JUST PAST DRIVEWAY MARKED BY TWO STONE
 OM0594'PILLARS.
 OM0594'
 OM0594'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK THAT
 OM0594'IS---UNSTAMPED---, RECESSED 2 CM BELOW GROUND SURFACE.  LOCATED 13.7
 OM0594'METERS (45.0 FT) WEST FROM A WOODEN FENCE POST, 8.6 METERS (28.3 FT)
 OM0594'NORTH FROM THE CENTER OF NORTH DUNLAP HOLLOW ROAD AND 0.3 METERS
 OM0594'(1.0 FT) SOUTH FROM A FLAGGED WOODEN POST.
 OM0594'
 OM0594'DANE COUNTY, WISCONSIN 1987.
 OM0594'
 OM0594'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0594'
 OM0594'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0595 ***********************************************************************
 OM0595  DESIGNATION -  005
 OM0595  PID         -  OM0595
 OM0595  STATE/COUNTY-  WI/DANE
 OM0595  COUNTRY     -  US
 OM0595  USGS QUAD   -  BLACK EARTH (2018)
 OM0595
 OM0595                         *CURRENT SURVEY CONTROL
 OM0595  ______________________________________________________________________
 OM0595* NAD 83(2011) POSITION- 43 13 12.99704(N) 089 39 37.51527(W)   ADJUSTED
 OM0595* NAD 83(2011) ELLIP HT-   256.993 (meters)        (06/27/12)   ADJUSTED
 OM0595* NAD 83(2011) EPOCH   -  2010.00
 OM0595* NAVD 88 ORTHO HEIGHT -   291.5   (meters)      956.    (feet) VERTCON3
 OM0595  ______________________________________________________________________
 OM0595  GEOID HEIGHT    -        -34.524 (meters)                     GEOID18
 OM0595  NAD 83(2011) X  -     27,591.437 (meters)                     COMP
 OM0595  NAD 83(2011) Y  - -4,655,334.840 (meters)                     COMP
 OM0595  NAD 83(2011) Z  -  4,345,543.049 (meters)                     COMP
 OM0595  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 OM0595
 OM0595  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0595  Standards:
 OM0595         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0595            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0595  -------------------------------------------------------------------
 OM0595  NETWORK    2.54   3.12           0.93   1.13   1.59     -0.07479629
 OM0595  -------------------------------------------------------------------
 OM0595  Click here for local accuracies and other accuracy information.
 OM0595
 OM0595.The horizontal coordinates were established by GPS observations
 OM0595.and adjusted by the National Geodetic Survey in June 2012.
 OM0595
 OM0595.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0595.been affixed to the stable North American tectonic plate. See 
 OM0595.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0595
 OM0595.The horizontal coordinates are valid at the epoch date displayed above
 OM0595.which is a decimal equivalence of Year/Month/Day.
 OM0595
 OM0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0595
 OM0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0595.GEOID18 height accuracy estimate available here.
 OM0595
 OM0595.Click photographs - Photos may exist for this station.
 OM0595
 OM0595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0595
 OM0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0595
 OM0595.The ellipsoidal height was determined by GPS observations
 OM0595.and is referenced to NAD 83.
 OM0595
 OM0595. The following values were computed from the NAD 83(2011) position.
 OM0595
 OM0595;                    North         East     Units Scale Factor Converg.
 OM0595;SPC WI S     -   135,617.018   627,588.688   MT  0.99993751   +0 13 60.0
 OM0595;SPC WI S     -   444,936.83  2,059,013.89   sFT  0.99993751   +0 13 60.0
 OM0595;UTM  16      - 4,788,713.271   283,924.770   MT  1.00017437   -1 49 21.3
 OM0595
 OM0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0595!SPC WI S     -   0.99995970  x   0.99993751  =   0.99989721
 OM0595!UTM  16      -   0.99995970  x   1.00017437  =   1.00013406
 OM0595
 OM0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8392488713(NAD 83)
 OM0595
 OM0595                          SUPERSEDED SURVEY CONTROL
 OM0595
 OM0595  NAD 83(2007)-  43 13 12.99696(N)    089 39 37.51620(W) AD(2002.00) 0
 OM0595  ELLIP H (02/10/07)  257.073  (m)                       GP(2002.00)    
 OM0595  NAD 83(1997)-  43 13 12.99693(N)    089 39 37.51587(W) AD(       ) 2
 OM0595  ELLIP H (06/17/02)  257.029  (m)                       GP(       ) 4 1
 OM0595  NAD 83(1991)-  43 13 12.99615(N)    089 39 37.51467(W) AD(       ) 2
 OM0595  ELLIP H (11/21/91)  257.192  (m)                       GP(       ) 4 1
 OM0595  NAD 83(1986)-  43 13 12.98840(N)    089 39 37.52141(W) AD(       ) 2
 OM0595  NAD 27      -  43 13 13.02011(N)    089 39 37.08949(W) AD(       ) 2
 OM0595  NGVD 29 (07/12/88)  291.6    (m)  RAPSU86  model used  GPS OBS        
 OM0595
 OM0595.Superseded values are not recommended for survey control.
 OM0595
 OM0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0595.See file dsdata.pdf to determine how the superseded data were derived.
 OM0595
 OM0595_MARKER: DD = SURVEY DISK
 OM0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0595+STABILITY: SURFACE MOTION
 OM0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0595+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 OM0595
 OM0595  HISTORY     - Date     Condition        Report By
 OM0595  HISTORY     - 1987     MONUMENTED       WI-025
 OM0595  HISTORY     - 20031028 GOOD             USPSQD
 OM0595
 OM0595                          STATION DESCRIPTION
 OM0595
 OM0595'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0595'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHEAST OF SAUK CITY,
 OM0595'3.2 KM (2.0 MI) SOUTH-SOUTHEAST OF ROXBURY AND 3.2 KM (2.0 MI) NORTH
 OM0595'OF MARXVILLE ON ROAD RIGHT-OF-WAY.  OWNERSHIP--DANE COUNTY, DEPT OF
 OM0595'HIGHWAY AND TRANSPORTATION, 2302 FISH HATCHERY ROAD, MADISON WI
 OM0595'53713, PHONE 608-266-4261.
 OM0595'
 OM0595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND COUNTY
 OM0595'HIGHWAY KP, WHICH IS ABOUT 3.2 KM (2.0 MI) NORTH OF MARXVILLE, GO
 OM0595'SOUTH ON COUNTY HIGHWAY KP FOR 0.3 KM (0.2 MI) TO THE STATION ON THE
 OM0595'RIGHT.
 OM0595'
 OM0595'THE STATION IS A STANDARD WI-025 DISK STAMPED---005 1987---, EPOXIED
 OM0595'TO A STEEL ROD SET IN A CONCRETE POST 15 CM IN DIAMETER AND RECESSED
 OM0595'12 CM BELOW GROUND SURFACE.  LOCATED 19.4 METERS (63.5 FT) SOUTH OF
 OM0595'POWER POLE NUMBER 9-7-28 WITH WITNESS SIGN ATTACHED, 16.5 METERS
 OM0595'(54.0 FT) NORTH OF THE CENTER OF FIELD ENTRANCE ROAD, 9.8 METERS (
 OM0595'32.0 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY KP, AND 0.5 METERS
 OM0595'(1.5 FT) WEST OF A FENCE.
 OM0595'
 OM0595'DANE COUNTY, WISCONSIN 1987.
 OM0595'
 OM0595'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0595'
 OM0595'DESCRIBED BY D.A. BOWLING.
 OM0595
 OM0595                          STATION RECOVERY (2003)
 OM0595
 OM0595'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAH)
 OM0595'FOUND AS DESCRIBED WITH THE FOLLOWING CORRECTION.  DUE TO CONSTRUCTION
 OM0595'OF NEW DUAL LANE US 12, MARK IS NOW 0.15 SOUTH OF THE SOUTHBOUND
 OM0595'LANES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0596 ***********************************************************************
 OM0596  DESIGNATION -  006
 OM0596  PID         -  OM0596
 OM0596  STATE/COUNTY-  WI/DANE
 OM0596  COUNTRY     -  US
 OM0596  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0596
 OM0596                         *CURRENT SURVEY CONTROL
 OM0596  ______________________________________________________________________
 OM0596* NAD 83(2011) POSITION- 43 12 21.97123(N) 089 34 51.03631(W)   ADJUSTED
 OM0596* NAD 83(2011) ELLIP HT-   278.482 (meters)        (06/27/12)   ADJUSTED
 OM0596* NAD 83(2011) EPOCH   -  2010.00
 OM0596* NAVD 88 ORTHO HEIGHT -   313.2   (meters)     1028.    (feet) VERTCON3
 OM0596  ______________________________________________________________________
 OM0596  GEOID HEIGHT    -        -34.501 (meters)                     GEOID18
 OM0596  NAD 83(2011) X  -     34,065.155 (meters)                     COMP
 OM0596  NAD 83(2011) Y  - -4,656,385.906 (meters)                     COMP
 OM0596  NAD 83(2011) Z  -  4,344,410.079 (meters)                     COMP
 OM0596  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 OM0596
 OM0596  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0596  Standards:
 OM0596         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0596            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0596  -------------------------------------------------------------------
 OM0596  NETWORK    2.75   2.84           0.82   1.31   1.45     -0.06569999
 OM0596  -------------------------------------------------------------------
 OM0596  Click here for local accuracies and other accuracy information.
 OM0596
 OM0596.The horizontal coordinates were established by GPS observations
 OM0596.and adjusted by the National Geodetic Survey in June 2012.
 OM0596
 OM0596.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0596.been affixed to the stable North American tectonic plate. See 
 OM0596.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0596
 OM0596.The horizontal coordinates are valid at the epoch date displayed above
 OM0596.which is a decimal equivalence of Year/Month/Day.
 OM0596
 OM0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0596
 OM0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0596.GEOID18 height accuracy estimate available here.
 OM0596
 OM0596.Click photographs - Photos may exist for this station.
 OM0596
 OM0596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0596
 OM0596.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0596
 OM0596.The ellipsoidal height was determined by GPS observations
 OM0596.and is referenced to NAD 83.
 OM0596
 OM0596. The following values were computed from the NAD 83(2011) position.
 OM0596
 OM0596;                    North         East     Units Scale Factor Converg.
 OM0596;SPC WI S     -   134,071.879   634,061.729   MT  0.99993832   +0 17 16.8
 OM0596;SPC WI S     -   439,867.49  2,080,250.86   sFT  0.99993832   +0 17 16.8
 OM0596;UTM  16      - 4,786,936.539   290,339.627   MT  1.00014077   -1 46 03.2
 OM0596
 OM0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0596!SPC WI S     -   0.99995633  x   0.99993832  =   0.99989465
 OM0596!UTM  16      -   0.99995633  x   1.00014077  =   1.00009709
 OM0596
 OM0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9033986936(NAD 83)
 OM0596
 OM0596                          SUPERSEDED SURVEY CONTROL
 OM0596
 OM0596  NAD 83(2007)-  43 12 21.97143(N)    089 34 51.03718(W) AD(2002.00) 0
 OM0596  ELLIP H (02/10/07)  278.535  (m)                       GP(2002.00)    
 OM0596  NAD 83(1997)-  43 12 21.97096(N)    089 34 51.03578(W) AD(       ) 2
 OM0596  ELLIP H (06/17/02)  278.544  (m)                       GP(       ) 4 1
 OM0596  ELLIP H (03/16/99)  278.616  (m)                       GP(       ) 4 1
 OM0596  NAD 83(1991)-  43 12 21.97040(N)    089 34 51.03484(W) AD(       ) 2
 OM0596  ELLIP H (11/21/91)  278.669  (m)                       GP(       ) 4 1
 OM0596  NAD 83(1986)-  43 12 21.96076(N)    089 34 51.04201(W) AD(       ) 2
 OM0596  NAD 27      -  43 12 21.98867(N)    089 34 50.61192(W) AD(       ) 2
 OM0596  NGVD 29 (07/12/88)  313.3    (m)  RAPSU86  model used  GPS OBS        
 OM0596
 OM0596.Superseded values are not recommended for survey control.
 OM0596
 OM0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0596.See file dsdata.pdf to determine how the superseded data were derived.
 OM0596
 OM0596_MARKER: DD = SURVEY DISK
 OM0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0596+STABILITY: SURFACE MOTION
 OM0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0596+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0596
 OM0596  HISTORY     - Date     Condition        Report By
 OM0596  HISTORY     - 1987     MONUMENTED       WI-025
 OM0596
 OM0596                          STATION DESCRIPTION
 OM0596
 OM0596'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0596'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) SOUTHEAST OF SAUK
 OM0596'CITY, 8.0 KM (5.0 MI)
 OM0596'SOUTHWEST OF DANE, 6.4 KM (4.0 MI) NORTHEAST OF MARXVILLE AND 1.6 KM
 OM0596'(1.0 MI) NORTHWEST OF SPRINGFIELD ON THE ROAD RIGHT-OF-WAY.
 OM0596'OWNERSHIP--TOWN OF DANE, ROBERT LEE, CHAIRMAN, 7335 LEE ROAD, LODI
 OM0596'WI 53555, PHONE 608-592-3636.
 OM0596'
 OM0596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 OM0596'HIGHWAY 19, WHICH IS ABOUT 8.9 KM (5.5 MI) SOUTHWEST OF DANE, GO
 OM0596'NORTHWEST ON U.S. HIGHWAY 12 FOR 1.6 KM (1.0 MI) TO RAULS ROAD ON
 OM0596'RIGHT.  TURN RIGHT AND GO EASTERLY ON RAULS ROAD FOR 1.1 KM (0.7 MI)
 OM0596'TO THE STATION ON THE LEFT.
 OM0596'
 OM0596'THE STATION IS A STANDARD WI-025 DISK STAMPED---006 1987---, EPOXIED
 OM0596'TO THE TOP OF A STEEL ROD SET IN A CONCRETE POST 20 CM IN
 OM0596'DIAMETER AND RECESSED 25 CM BELOW THE GROUND SURFACE.
 OM0596'LOCATED 35.8 METERS (117.5 FT) EAST OF POWER POLE NUMBER 13M 4850,
 OM0596'20.1 METERS (66.0 FT) NORTHEAST OF SECTION CORNER MARKER NEAR CENTER
 OM0596'OF ROAD, 9.6 METERS (31.4 FT) WEST OF A GREEN METAL POST MARKING A
 OM0596'CULVERT UNDER THE ROAD, AND 4.6 METERS (15.0 FT) NORTH OF THE CENTER
 OM0596'OF ROAD.
 OM0596'
 OM0596'DANE COUNTY, WISCONSIN 1987.
 OM0596'
 OM0596'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0596'
 OM0596'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0597 ***********************************************************************
 OM0597  DESIGNATION -  007
 OM0597  PID         -  OM0597
 OM0597  STATE/COUNTY-  WI/DANE
 OM0597  COUNTRY     -  US
 OM0597  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0597
 OM0597                         *CURRENT SURVEY CONTROL
 OM0597  ______________________________________________________________________
 OM0597* NAD 83(2011) POSITION- 43 13 16.45708(N) 089 31 43.39461(W)   ADJUSTED
 OM0597* NAD 83(2011) ELLIP HT-   265.809 (meters)        (06/27/12)   ADJUSTED
 OM0597* NAD 83(2011) EPOCH   -  2010.00
 OM0597* NAVD 88 ORTHO HEIGHT -   300.5   (meters)      986.    (feet) VERTCON3
 OM0597  ______________________________________________________________________
 OM0597  GEOID HEIGHT    -        -34.569 (meters)                     GEOID18
 OM0597  NAD 83(2011) X  -     38,291.567 (meters)                     COMP
 OM0597  NAD 83(2011) Y  - -4,655,192.421 (meters)                     COMP
 OM0597  NAD 83(2011) Z  -  4,345,626.901 (meters)                     COMP
 OM0597  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 OM0597
 OM0597  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0597  Standards:
 OM0597         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0597            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0597  -------------------------------------------------------------------
 OM0597  NETWORK    3.39   3.12           0.84   1.66   1.59     -0.10385245
 OM0597  -------------------------------------------------------------------
 OM0597  Click here for local accuracies and other accuracy information.
 OM0597
 OM0597.The horizontal coordinates were established by GPS observations
 OM0597.and adjusted by the National Geodetic Survey in June 2012.
 OM0597
 OM0597.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0597.been affixed to the stable North American tectonic plate. See 
 OM0597.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0597
 OM0597.The horizontal coordinates are valid at the epoch date displayed above
 OM0597.which is a decimal equivalence of Year/Month/Day.
 OM0597
 OM0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0597
 OM0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0597.GEOID18 height accuracy estimate available here.
 OM0597
 OM0597.Click photographs - Photos may exist for this station.
 OM0597
 OM0597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0597
 OM0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0597
 OM0597.The ellipsoidal height was determined by GPS observations
 OM0597.and is referenced to NAD 83.
 OM0597
 OM0597. The following values were computed from the NAD 83(2011) position.
 OM0597
 OM0597;                    North         East     Units Scale Factor Converg.
 OM0597;SPC WI S     -   135,775.810   638,287.807   MT  0.99993746   +0 19 25.7
 OM0597;SPC WI S     -   445,457.80  2,094,115.91   sFT  0.99993746   +0 19 25.7
 OM0597;UTM  16      - 4,788,488.066   294,624.933   MT  1.00011889   -1 43 56.3
 OM0597
 OM0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0597!SPC WI S     -   0.99995832  x   0.99993746  =   0.99989578
 OM0597!UTM  16      -   0.99995832  x   1.00011889  =   1.00007720
 OM0597
 OM0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9462488488(NAD 83)
 OM0597
 OM0597                          SUPERSEDED SURVEY CONTROL
 OM0597
 OM0597  NAD 83(2007)-  43 13 16.45724(N)    089 31 43.39535(W) AD(2002.00) 0
 OM0597  ELLIP H (02/10/07)  265.856  (m)                       GP(2002.00)    
 OM0597  NAD 83(1997)-  43 13 16.45689(N)    089 31 43.39391(W) AD(       ) 2
 OM0597  ELLIP H (06/17/02)  265.863  (m)                       GP(       ) 4 1
 OM0597  NAD 83(1991)-  43 13 16.45626(N)    089 31 43.39299(W) AD(       ) 2
 OM0597  ELLIP H (11/21/91)  265.988  (m)                       GP(       ) 4 1
 OM0597  NAD 83(1986)-  43 13 16.44573(N)    089 31 43.39948(W) AD(       ) 2
 OM0597  NAD 27      -  43 13 16.47419(N)    089 31 42.96954(W) AD(       ) 2
 OM0597  NGVD 29 (07/12/88)  300.6    (m)  RAPSU86  model used  GPS OBS        
 OM0597
 OM0597.Superseded values are not recommended for survey control.
 OM0597
 OM0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0597.See file dsdata.pdf to determine how the superseded data were derived.
 OM0597
 OM0597_MARKER: DD = SURVEY DISK
 OM0597_SETTING: 0 = UNSPECIFIED SETTING
 OM0597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0597+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0597
 OM0597  HISTORY     - Date     Condition        Report By
 OM0597  HISTORY     - 1987     MONUMENTED       WI-025
 OM0597
 OM0597                          STATION DESCRIPTION
 OM0597
 OM0597'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0597'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTH-SOUTHEAST OF
 OM0597'SAUK CITY, 7.2 KM (4.5 MI) NORTHWEST OF WAUNAKEE, 4.8 KM (3.0 MI)
 OM0597'SOUTHWEST OF DANE AND 3.5 KM (2.2 MI) NORTHEAST OF SPRINGFIELD ON
 OM0597'THE ROAD RIGH-OF-WAY.  OWNERSHIP--TOWN OF DANE, ROBERT LEE,
 OM0597'CHAIRMAN, 7335 LEE ROAD, LODI WI 53555, PHONE 608-592-3636.
 OM0597'
 OM0597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND COUNTY
 OM0597'HIGHWAY P, IN THE TOWN OF SPRINGFIELD, GO NORTHEAST AND NORTH ON
 OM0597'COUNTY HIGHWAY P FOR 6.3 KM (3.9 MI) TO LAUINA ROAD ON THE RIGHT.
 OM0597'TURN RIGHT AND GO EAST FOR 1.4 KM (0.9 MI) TO THE STATION ON THE
 OM0597'LEFT.
 OM0597'
 OM0597'THE STATION IS A STANDARD WI-025 DISK STAMPED---007 1987---, EPOXIED
 OM0597'TO A STEEL ROD SET IN A ROUND CONCRETE POST 10 CM IN DIAMETER AND
 OM0597'RECESSED 15 CM BELOW THE GROUND SURFACE.  LOCATED 28.3 METERS (92.8
 OM0597'FT) NORTHWEST OF POWER POLE NUMBER 35-52, 1.5 METERS (4.8 FT) NORTH
 OM0597'OF THE NORTHERN EDGE OF THE ROAD, AND 0.5 METERS (1.5 FT) SOUTH OF A
 OM0597'FIBERGLASS WITNESS POST.
 OM0597'
 OM0597'DANE COUNTY, WISCONSIN 1987.
 OM0597'
 OM0597'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0597'
 OM0597'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0598 ***********************************************************************
 OM0598  DESIGNATION -  009
 OM0598  PID         -  OM0598
 OM0598  STATE/COUNTY-  WI/DANE
 OM0598  COUNTRY     -  US
 OM0598  USGS QUAD   -  BLACK EARTH (2018)
 OM0598
 OM0598                         *CURRENT SURVEY CONTROL
 OM0598  ______________________________________________________________________
 OM0598* NAD 83(2011) POSITION- 43 09 44.76845(N) 089 44 18.56329(W)   ADJUSTED
 OM0598* NAD 83(2011) ELLIP HT-   211.260 (meters)        (06/27/12)   ADJUSTED
 OM0598* NAD 83(2011) EPOCH   -  2010.00
 OM0598* NAVD 88 ORTHO HEIGHT -   245.6   (meters)      806.    (feet) VERTCON3
 OM0598  ______________________________________________________________________
 OM0598  GEOID HEIGHT    -        -34.400 (meters)                     GEOID18
 OM0598  NAD 83(2011) X  -     21,268.166 (meters)                     COMP
 OM0598  NAD 83(2011) Y  - -4,659,733.054 (meters)                     COMP
 OM0598  NAD 83(2011) Z  -  4,340,826.588 (meters)                     COMP
 OM0598  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 OM0598
 OM0598  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0598  Standards:
 OM0598         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0598            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0598  -------------------------------------------------------------------
 OM0598  NETWORK    2.97   3.02           0.78   1.43   1.54     -0.30503215
 OM0598  -------------------------------------------------------------------
 OM0598  Click here for local accuracies and other accuracy information.
 OM0598
 OM0598.The horizontal coordinates were established by GPS observations
 OM0598.and adjusted by the National Geodetic Survey in June 2012.
 OM0598
 OM0598.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0598.been affixed to the stable North American tectonic plate. See 
 OM0598.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0598
 OM0598.The horizontal coordinates are valid at the epoch date displayed above
 OM0598.which is a decimal equivalence of Year/Month/Day.
 OM0598
 OM0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0598
 OM0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0598.GEOID18 height accuracy estimate available here.
 OM0598
 OM0598.Click photographs - Photos may exist for this station.
 OM0598
 OM0598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0598
 OM0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0598
 OM0598.The ellipsoidal height was determined by GPS observations
 OM0598.and is referenced to NAD 83.
 OM0598
 OM0598. The following values were computed from the NAD 83(2011) position.
 OM0598
 OM0598;                    North         East     Units Scale Factor Converg.
 OM0598;SPC WI S     -   129,168.618   621,266.251   MT  0.99994119   +0 10 46.9
 OM0598;SPC WI S     -   423,780.71  2,038,271.03   sFT  0.99994119   +0 10 46.9
 OM0598;UTM  16      - 4,782,494.145   277,373.529   MT  1.00020974   -1 52 26.7
 OM0598
 OM0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0598!SPC WI S     -   0.99996687  x   0.99994119  =   0.99990806
 OM0598!UTM  16      -   0.99996687  x   1.00020974  =   1.00017660
 OM0598
 OM0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7737382494(NAD 83)
 OM0598
 OM0598                          SUPERSEDED SURVEY CONTROL
 OM0598
 OM0598  NAD 83(2007)-  43 09 44.76857(N)    089 44 18.56419(W) AD(2002.00) 0
 OM0598  ELLIP H (02/10/07)  211.316  (m)                       GP(2002.00)    
 OM0598  NAD 83(1997)-  43 09 44.76842(N)    089 44 18.56440(W) AD(       ) 2
 OM0598  ELLIP H (06/17/02)  211.294  (m)                       GP(       ) 4 1
 OM0598  NAD 83(1991)-  43 09 44.76789(N)    089 44 18.56305(W) AD(       ) 2
 OM0598  ELLIP H (11/21/91)  211.420  (m)                       GP(       ) 4 1
 OM0598  NAD 83(1986)-  43 09 44.76053(N)    089 44 18.56656(W) AD(       ) 2
 OM0598  NAD 27      -  43 09 44.78810(N)    089 44 18.12758(W) AD(       ) 2
 OM0598  NGVD 29 (07/12/88)  245.7    (m)  RAPSU86  model used  GPS OBS        
 OM0598
 OM0598.Superseded values are not recommended for survey control.
 OM0598
 OM0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0598.See file dsdata.pdf to determine how the superseded data were derived.
 OM0598
 OM0598_MARKER: DD = SURVEY DISK
 OM0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0598_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0598+STABILITY: SURFACE MOTION
 OM0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0598+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0598
 OM0598  HISTORY     - Date     Condition        Report By
 OM0598  HISTORY     - 1987     MONUMENTED       WI-025
 OM0598
 OM0598                          STATION DESCRIPTION
 OM0598
 OM0598'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0598'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHWEST OF CROSS
 OM0598'PLAINS, 4.0 KM (2.5 MI) SOUTH-SOUTHEAST OF MAZOMANIE, AND 2.4 KM
 OM0598'(1.5 MI) NORTH OF BLACK EARTH ON THE ROAD RIGHT-OF-WAY.  OWNERSHIP--
 OM0598'TOWN OF MAZOMANIE, RONALD ADLER, CHAIRMAN, 10152 CARTER ROAD,
 OM0598'MAZOMANIE WI 53560, PHONE 608-795-4451.
 OM0598'
 OM0598'TO REACH THE STATION FROM THE POST OFFICE IN BLACK EARTH, GO NORTH
 OM0598'ON STATE HIGHWAY 78 (MILLS STREET) FOR 0.7 KM (0.45 MI) TO U.S.
 OM0598'HIGHWAY 14.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 14 FOR 0.5 KM
 OM0598'(0.3 MI) TO COUNTY HIGHWAY F ON THE LEFT.  TURN LEFT AND GO NORTH
 OM0598'FOR 2.5 KM (1.55 MI) TO SPRING VALLEY ROAD ON THE RIGHT.  TURN RIGHT
 OM0598'AND GO EAST FOR 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 OM0598'
 OM0598'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK
 OM0598'STAMPED---009 1987---, SET IN THE TOP OF A ROUND CONCRETE POST 20 CM
 OM0598'IN DIAMETER AND RECESSED 4 CM BELOW GROUND SURFACE.  LOCATED 5.6
 OM0598'METERS (19.2 FT) SOUTH OF THE CENTER OF SPRING VALLEY ROAD, 4.3
 OM0598'METERS (14.0 FT) WEST FROM THE CENTER OF A LARGE CULVERT, AND 1.0
 OM0598'METERS (3.2 FT) NORTHWEST OF A 6-INCH WOODEN POST.
 OM0598'
 OM0598'DANE COUNTY, WISCONSIN 1987.
 OM0598'
 OM0598'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0598'
 OM0598'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9034 ***********************************************************************
 DQ9034  DESIGNATION -  01 174W
 DQ9034  PID         -  DQ9034
 DQ9034  STATE/COUNTY-  WI/MONROE
 DQ9034  COUNTRY     -  US
 DQ9034  USGS QUAD   -  SPARTA (2018)
 DQ9034
 DQ9034                         *CURRENT SURVEY CONTROL
 DQ9034  ______________________________________________________________________
 DQ9034* NAD 83(2011) POSITION- 43 58 26.60907(N) 090 48 40.11965(W)   ADJUSTED
 DQ9034* NAD 83(2011) ELLIP HT-   229.802 (meters)        (08/28/18)   ADJUSTED
 DQ9034* NAD 83(2011) EPOCH   -  2010.00
 DQ9034* NAVD 88 ORTHO HEIGHT -   262.922 (meters)      862.60  (feet) ADJUSTED
 DQ9034  ______________________________________________________________________
 DQ9034  GEOID HEIGHT    -        -33.114 (meters)                     GEOID18
 DQ9034  NAD 83(2011) X  -    -65,087.308 (meters)                     COMP
 DQ9034  NAD 83(2011) Y  - -4,597,182.856 (meters)                     COMP
 DQ9034  NAD 83(2011) Z  -  4,406,177.251 (meters)                     COMP
 DQ9034  LAPLACE CORR    -         -8.21  (seconds)                    DEFLEC18
 DQ9034  DYNAMIC HEIGHT  -        262.870 (meters)      862.43  (feet) COMP
 DQ9034  MODELED GRAVITY -    980,414.5   (mgal)                       NAVD 88
 DQ9034
 DQ9034  VERT ORDER      -  SECOND    CLASS I
 DQ9034
 DQ9034  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9034  Standards:
 DQ9034         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9034            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9034  -------------------------------------------------------------------
 DQ9034  NETWORK    0.42   0.78           0.19   0.15   0.40     -0.08541209
 DQ9034  -------------------------------------------------------------------
 DQ9034  Click here for local accuracies and other accuracy information.
 DQ9034
 DQ9034.The horizontal coordinates were established by GPS observations
 DQ9034.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DQ9034
 DQ9034.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9034.been affixed to the stable North American tectonic plate. See 
 DQ9034.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9034
 DQ9034.The horizontal coordinates are valid at the epoch date displayed above
 DQ9034.which is a decimal equivalence of Year/Month/Day.
 DQ9034
 DQ9034.The orthometric height was determined by differential leveling and
 DQ9034.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9034.in September 2018.
 DQ9034
 DQ9034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9034.GEOID18 height accuracy estimate available here.
 DQ9034
 DQ9034.Click photographs - Photos may exist for this station.
 DQ9034
 DQ9034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9034
 DQ9034.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9034
 DQ9034.The ellipsoidal height was determined by GPS observations
 DQ9034.and is referenced to NAD 83.
 DQ9034
 DQ9034.The dynamic height is computed by dividing the NAVD 88
 DQ9034.geopotential number by the normal gravity value computed on the
 DQ9034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9034.degrees latitude (g = 980.6199 gals.).
 DQ9034
 DQ9034.The modeled gravity was interpolated from observed gravity values.
 DQ9034
 DQ9034. The following values were computed from the NAD 83(2011) position.
 DQ9034
 DQ9034;                    North         East     Units Scale Factor Converg.
 DQ9034;SPC WI S     -   219,621.227   534,915.024   MT  0.99998250   -0 33 26.4
 DQ9034;SPC WI S     -   720,540.64  1,754,967.04   sFT  0.99998250   -0 33 26.4
 DQ9034;UTM  15      - 4,871,320.616   675,567.598   MT  0.99997912   +1 31 12.7
 DQ9034
 DQ9034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9034!SPC WI S     -   0.99996397  x   0.99998250  =   0.99994647
 DQ9034!UTM  15      -   0.99996397  x   0.99997912  =   0.99994309
 DQ9034
 DQ9034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7556771320(NAD 83)
 DQ9034
 DQ9034                          SUPERSEDED SURVEY CONTROL
 DQ9034
 DQ9034.No superseded survey control is available for this station.
 DQ9034
 DQ9034_MARKER: DD = SURVEY DISK
 DQ9034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ9034_STAMPING: 01 174W 1996
 DQ9034_MARK LOGO: WI-081
 DQ9034_PROJECTION: RECESSED 10 CENTIMETERS
 DQ9034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ9034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9034+STABILITY: SURFACE MOTION
 DQ9034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9034+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2018
 DQ9034
 DQ9034  HISTORY     - Date     Condition        Report By
 DQ9034  HISTORY     - 1996     MONUMENTED       WI-081
 DQ9034  HISTORY     - 20180510 GOOD             WIDT
 DQ9034
 DQ9034                          STATION DESCRIPTION
 DQ9034
 DQ9034'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9034'THE STATION IS 15 MI (24.1 KM) WEST OF TOMAH, 8 MI (12.9 KM) SOUTH OF
 DQ9034'CATARACT AND 2 MI (3.2 KM) NORTH OF SPARTA.
 DQ9034'
 DQ9034'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND STATE
 DQ9034'HIGHWAY 71 (WISCONSIN STREET) WITH STATE HIGHWAY 21 (WATER STREET) IN
 DQ9034'THE CITY OF SPARTA, GO NORTH ON STATE HIGHWAY 21 (WATER STREET) FOR
 DQ9034'0.75 MI (1.21 KM) TO STATE HIGHWAY 21 EAST (MONTGOMERY STREET) ON THE
 DQ9034'RIGHT.  CONTINUE NORTH ON COUNTY HIGHWAY B (WATER STREET) FOR 1.0 MI
 DQ9034'(1.6 KM) TO GENERAL AVENUE ON THE RIGHT.  CONTINUE NORTH ON COUNTY
 DQ9034'HIGHWAY B FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DQ9034'
 DQ9034'THE STATION IS 12.5 M (41.0 FT) EAST OF THE CENTERLINE OF COUNTY
 DQ9034'HIGHWAY B, 55 M (180.4 FT) NORTH OF THE THIRD UTILITY POLE SOUTH OF
 DQ9034'GARDNER AVENUE, 21.5 M (70.5 FT) SOUTH OF THE SECOND UTILITY POLE
 DQ9034'SOUTH OF GARDNER AVENUE, 0.7 M (2.3 FT) SOUTH OF A STEEL CHANNEL POST
 DQ9034'AND 0.7 M (2.3 FT) NORTH OF AN ORANGE PLASTIC WITNESS POST.
 DQ9034'
 DQ9034'NOTE-THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL STATION
 DQ9034'DISK SET IN THE TOP OF A 40 CM (16 INCHES) DIAMETER CONCRETE POST,
 DQ9034'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT GRADE.
 DQ9034'
 DQ9034'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9034'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES NEARLY DIRECTLY ABOVE
 DQ9034'THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0599 ***********************************************************************
 OM0599  DESIGNATION -  010
 OM0599  PID         -  OM0599
 OM0599  STATE/COUNTY-  WI/DANE
 OM0599  COUNTRY     -  US
 OM0599  USGS QUAD   -  BLACK EARTH (2018)
 OM0599
 OM0599                         *CURRENT SURVEY CONTROL
 OM0599  ______________________________________________________________________
 OM0599* NAD 83(2011) POSITION- 43 09 43.79967(N) 089 38 24.78629(W)   ADJUSTED
 OM0599* NAD 83(2011) ELLIP HT-   317.798 (meters)        (06/27/12)   ADJUSTED
 OM0599* NAD 83(2011) EPOCH   -  2010.00
 OM0599* NAVD 88 ORTHO HEIGHT -   352.2   (meters)     1156.    (feet) VERTCON3
 OM0599  ______________________________________________________________________
 OM0599  GEOID HEIGHT    -        -34.391 (meters)                     GEOID18
 OM0599  NAD 83(2011) X  -     29,260.932 (meters)                     COMP
 OM0599  NAD 83(2011) Y  - -4,659,787.882 (meters)                     COMP
 OM0599  NAD 83(2011) Z  -  4,340,877.659 (meters)                     COMP
 OM0599  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 OM0599
 OM0599  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0599  Standards:
 OM0599         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0599            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0599  -------------------------------------------------------------------
 OM0599  NETWORK    2.44   2.39           0.64   1.18   1.22     -0.23862594
 OM0599  -------------------------------------------------------------------
 OM0599  Click here for local accuracies and other accuracy information.
 OM0599
 OM0599.The horizontal coordinates were established by GPS observations
 OM0599.and adjusted by the National Geodetic Survey in June 2012.
 OM0599
 OM0599.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0599.been affixed to the stable North American tectonic plate. See 
 OM0599.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0599
 OM0599.The horizontal coordinates are valid at the epoch date displayed above
 OM0599.which is a decimal equivalence of Year/Month/Day.
 OM0599
 OM0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0599
 OM0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0599.GEOID18 height accuracy estimate available here.
 OM0599
 OM0599.Click photographs - Photos may exist for this station.
 OM0599
 OM0599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0599
 OM0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0599
 OM0599.The ellipsoidal height was determined by GPS observations
 OM0599.and is referenced to NAD 83.
 OM0599
 OM0599. The following values were computed from the NAD 83(2011) position.
 OM0599
 OM0599;                    North         East     Units Scale Factor Converg.
 OM0599;SPC WI S     -   129,168.495   629,257.858   MT  0.99994121   +0 14 49.9
 OM0599;SPC WI S     -   423,780.30  2,064,490.16   sFT  0.99994121   +0 14 49.9
 OM0599;UTM  16      - 4,782,207.538   285,361.969   MT  1.00016676   -1 48 24.4
 OM0599
 OM0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0599!SPC WI S     -   0.99995017  x   0.99994121  =   0.99989138
 OM0599!UTM  16      -   0.99995017  x   1.00016676  =   1.00011692
 OM0599
 OM0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8536182207(NAD 83)
 OM0599
 OM0599                          SUPERSEDED SURVEY CONTROL
 OM0599
 OM0599  NAD 83(2007)-  43 09 43.79980(N)    089 38 24.78711(W) AD(2002.00) 0
 OM0599  ELLIP H (02/10/07)  317.848  (m)                       GP(2002.00)    
 OM0599  NAD 83(1997)-  43 09 43.79968(N)    089 38 24.78749(W) AD(       ) 2
 OM0599  ELLIP H (06/17/02)  317.833  (m)                       GP(       ) 4 1
 OM0599  NAD 83(1991)-  43 09 43.79914(N)    089 38 24.78614(W) AD(       ) 2
 OM0599  ELLIP H (11/21/91)  317.952  (m)                       GP(       ) 4 1
 OM0599  NAD 83(1986)-  43 09 43.79291(N)    089 38 24.79307(W) AD(       ) 2
 OM0599  NAD 27      -  43 09 43.82005(N)    089 38 24.36306(W) AD(       ) 2
 OM0599  NGVD 29 (07/12/88)  352.3    (m)  RAPSU86  model used  GPS OBS        
 OM0599
 OM0599.Superseded values are not recommended for survey control.
 OM0599
 OM0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0599.See file dsdata.pdf to determine how the superseded data were derived.
 OM0599
 OM0599_MARKER: DD = SURVEY DISK
 OM0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0599_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0599+STABILITY: SURFACE MOTION
 OM0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0599+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0599
 OM0599  HISTORY     - Date     Condition        Report By
 OM0599  HISTORY     - 1987     MONUMENTED       WI-025
 OM0599
 OM0599                          STATION DESCRIPTION
 OM0599
 OM0599'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0599'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) NORTHEAST OF BLACK
 OM0599'EARTH, 5.6 KM (3.5 MI) NORTH-NORTHEAST OF CROSS PLAINS, AND 3.2 KM
 OM0599'(2.0 MI) SOUTH-SOUTHEAST OF MARXVILLE ON ROAD RIGHT-OF-WAY.
 OM0599'OWNERSHIP--TOWN OF BERRY, HERMAN HOFFMANN, CHAIRMAN, 6379 MATZ ROAD,
 OM0599'DANE WI 53529, PHONE 608-798-2190.
 OM0599'
 OM0599'TO REACH THE STATION FROM THE POST OFFICE IN CROSS PLAINS, GO
 OM0599'NORTHWEST ON PARK STREET FOR ABOUT 0.1 KM (0.05 MI) TO AMERICAN
 OM0599'LEGION DRIVE.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) TO MAIN
 OM0599'STREET.  TURN RIGHT AND GO NORTHWEST ON MAIN STREET (U.S. HIGHWAY
 OM0599'14) FOR 1.7 KM (1.05 MI) TO COUNTY HIGHWAY KP ON THE RIGHT.  TURN
 OM0599'RIGHT AND FOLLOW COUNTY HIGHWAY KP FOR 2.7 KM (1.7 MI) TO OTTO KERL
 OM0599'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEASTERLY FOR 2.4 KM (1.5
 OM0599'MI) TO SCHUMANN ROAD ON THE LEFT.  TURN LEFT AND FOLLOW SCHUMANN
 OM0599'ROAD NORTH FOR 1.0 KM (0.6 MI) TO THE STATION ON THE RIGHT.
 OM0599'
 OM0599'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVRY CORNER DISK THAT
 OM0599'IS---UNSTAMPED---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 32 CM
 OM0599'IN DIAMETER, AND RECESSED 10 CM BELOW GROUND SURFACE.  LOCATED 26.3
 OM0599'METERS (86.4 FT) NORTH OF POWER POLE NUMBER 142 WITH A WITNESS SIGN
 OM0599'ATTACHED, 7.2 METERS (23.7 FT) EAST FROM THE CENTER OF SCHUMANN
 OM0599'ROAD, AND 0.6 METERS (2.0 FT) WEST OF FIBERGLASS WITNESS POST.
 OM0599'
 OM0599'DANE COUNTY, WISCONSIN 1987.
 OM0599'
 OM0599'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0599'
 OM0599'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0600 ***********************************************************************
 OM0600  DESIGNATION -  012
 OM0600  PID         -  OM0600
 OM0600  STATE/COUNTY-  WI/DANE
 OM0600  COUNTRY     -  US
 OM0600  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0600
 OM0600                         *CURRENT SURVEY CONTROL
 OM0600  ______________________________________________________________________
 OM0600* NAD 83(2011) POSITION- 43 09 44.86797(N) 089 31 18.65663(W)   ADJUSTED
 OM0600* NAD 83(2011) ELLIP HT-   277.839 (meters)        (06/27/12)   ADJUSTED
 OM0600* NAD 83(2011) EPOCH   -  2010.00
 OM0600* NAVD 88 ORTHO HEIGHT -   312.4   (meters)     1025.    (feet) VERTCON3
 OM0600  ______________________________________________________________________
 OM0600  GEOID HEIGHT    -        -34.424 (meters)                     GEOID18
 OM0600  NAD 83(2011) X  -     38,887.250 (meters)                     COMP
 OM0600  NAD 83(2011) Y  - -4,659,665.789 (meters)                     COMP
 OM0600  NAD 83(2011) Z  -  4,340,874.373 (meters)                     COMP
 OM0600  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 OM0600
 OM0600  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0600  Standards:
 OM0600         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0600            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0600  -------------------------------------------------------------------
 OM0600  NETWORK    2.60   2.45           0.66   1.26   1.25     -0.31221004
 OM0600  -------------------------------------------------------------------
 OM0600  Click here for local accuracies and other accuracy information.
 OM0600
 OM0600.The horizontal coordinates were established by GPS observations
 OM0600.and adjusted by the National Geodetic Survey in June 2012.
 OM0600
 OM0600.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0600.been affixed to the stable North American tectonic plate. See 
 OM0600.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0600
 OM0600.The horizontal coordinates are valid at the epoch date displayed above
 OM0600.which is a decimal equivalence of Year/Month/Day.
 OM0600
 OM0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0600
 OM0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0600.GEOID18 height accuracy estimate available here.
 OM0600
 OM0600.Click photographs - Photos may exist for this station.
 OM0600
 OM0600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0600
 OM0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0600
 OM0600.The ellipsoidal height was determined by GPS observations
 OM0600.and is referenced to NAD 83.
 OM0600
 OM0600. The following values were computed from the NAD 83(2011) position.
 OM0600
 OM0600;                    North         East     Units Scale Factor Converg.
 OM0600;SPC WI S     -   129,249.824   638,883.510   MT  0.99994119   +0 19 42.7
 OM0600;SPC WI S     -   424,047.13  2,096,070.32   sFT  0.99994119   +0 19 42.7
 OM0600;UTM  16      - 4,781,943.745   294,986.281   MT  1.00011707   -1 43 32.6
 OM0600
 OM0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0600!SPC WI S     -   0.99995643  x   0.99994119  =   0.99989762
 OM0600!UTM  16      -   0.99995643  x   1.00011707  =   1.00007350
 OM0600
 OM0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9498681943(NAD 83)
 OM0600
 OM0600                          SUPERSEDED SURVEY CONTROL
 OM0600
 OM0600  NAD 83(2007)-  43 09 44.86813(N)    089 31 18.65742(W) AD(2002.00) 0
 OM0600  ELLIP H (02/10/07)  277.885  (m)                       GP(2002.00)    
 OM0600  NAD 83(1997)-  43 09 44.86801(N)    089 31 18.65805(W) AD(       ) 2
 OM0600  ELLIP H (06/17/02)  277.879  (m)                       GP(       ) 4 1
 OM0600  NAD 83(1991)-  43 09 44.86748(N)    089 31 18.65666(W) AD(       ) 2
 OM0600  ELLIP H (11/21/91)  277.989  (m)                       GP(       ) 4 1
 OM0600  NAD 83(1986)-  43 09 44.86088(N)    089 31 18.66398(W) AD(       ) 2
 OM0600  NAD 27      -  43 09 44.88686(N)    089 31 18.23794(W) AD(       ) 2
 OM0600  NGVD 29 (07/12/88)  312.4    (m)  RAPSU86  model used  GPS OBS        
 OM0600
 OM0600.Superseded values are not recommended for survey control.
 OM0600
 OM0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0600.See file dsdata.pdf to determine how the superseded data were derived.
 OM0600
 OM0600_MARKER: DD = SURVEY DISK
 OM0600_SETTING: 0 = UNSPECIFIED SETTING
 OM0600_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0600+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0600
 OM0600  HISTORY     - Date     Condition        Report By
 OM0600  HISTORY     - 1987     MONUMENTED       WI-025
 OM0600
 OM0600                          STATION DESCRIPTION
 OM0600
 OM0600'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0600'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTH-SOUTHEAST OF
 OM0600'DANE, 7.2 KM (4.5 MI) NORTH-NORTHWEST OF MIDDLETON, AND 6.4 KM (4.0
 OM0600'MI) SOUTHWEST OF WAUNAKEE ON THE ROAD RIGHT-OF-WAY.
 OM0600'OWNERSHIP--TOWN OF SPRINGFIELD, LEONARD MEIER, CHAIRMAN, 6535
 OM0600'FISHER ROAD, WAUNAKEE WI 53597, PHONE 608-831-8383.
 OM0600'
 OM0600'TO REACH THE STATION FROM THE POST OFFICE IN WAUNAKEE, GO WESTERLY
 OM0600'ON STATE HIGHWAY 19 FOR 2.6 KM (1.6 MI) TO KINGSLEY ROAD ON THE
 OM0600'LEFT.  TURN LEFT AND GO SOUTH FOR 3.1 KM (1.9 MI) T0 T-INTERSECTION
 OM0600'WITH MEFFERT ROAD.  TURN RIGHT ONTO MEFFERT ROAD AND GO WEST FOR 2.1
 OM0600'KM (1.3 MI) TO THE STATION ON THE LEFT.
 OM0600'
 OM0600'THE STATION IS A BERNSTEN DRIVEABLE MONUMENT WITH ALUMINUM DISK
 OM0600'STAMPED---012 1987---, ENCASED IN A 6-INCH PVC PIPE PACKED WITH SAND,
 OM0600'THE PVC PIPE IS SURROUNDED BY CONCRETE, THE DISK IS RECESSED 5 CM
 OM0600'BELOW GROUND SURFACE.  LOCATED 30.8 METERS (101.0 FT) WEST OF POWER
 OM0600'POLE NUMBER 17K9-7, 26.7 METERS (87.5 FT) EAST OF POWER POLE NUMBER
 OM0600'17K7-7, 14.6 METERS (47.9 FT) SOUTHWEST OF THE SECTION CORNER
 OM0600'MONUMENT LOCATED IN THE CENTER OF MEFFERT ROAD, AND 4.6 METERS
 OM0600'(15.0 FT) SOUTH OF ROAD CENTER.
 OM0600'
 OM0600'DANE COUNTY, WISCONSIN 1987.
 OM0600'
 OM0600'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0600'
 OM0600'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0601 ***********************************************************************
 OM0601  DESIGNATION -  013
 OM0601  PID         -  OM0601
 OM0601  STATE/COUNTY-  WI/DANE
 OM0601  COUNTRY     -  US
 OM0601  USGS QUAD   -  WAUNAKEE (2018)
 OM0601
 OM0601                         *CURRENT SURVEY CONTROL
 OM0601  ______________________________________________________________________
 OM0601* NAD 83(2011) POSITION- 43 09 47.11913(N) 089 28 44.00923(W)   ADJUSTED
 OM0601* NAD 83(2011) ELLIP HT-   254.933 (meters)        (06/27/12)   ADJUSTED
 OM0601* NAD 83(2011) EPOCH   -  2010.00
 OM0601* NAVD 88 ORTHO HEIGHT -   289.5   (meters)      950.    (feet) VERTCON3
 OM0601  ______________________________________________________________________
 OM0601  GEOID HEIGHT    -        -34.458 (meters)                     GEOID18
 OM0601  NAD 83(2011) X  -     42,380.247 (meters)                     COMP
 OM0601  NAD 83(2011) Y  - -4,659,571.093 (meters)                     COMP
 OM0601  NAD 83(2011) Z  -  4,340,909.378 (meters)                     COMP
 OM0601  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 OM0601
 OM0601  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0601  Standards:
 OM0601         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0601            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0601  -------------------------------------------------------------------
 OM0601  NETWORK    2.64   2.16           0.63   1.28   1.10     -0.39976598
 OM0601  -------------------------------------------------------------------
 OM0601  Click here for local accuracies and other accuracy information.
 OM0601
 OM0601.The horizontal coordinates were established by GPS observations
 OM0601.and adjusted by the National Geodetic Survey in June 2012.
 OM0601
 OM0601.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0601.been affixed to the stable North American tectonic plate. See 
 OM0601.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0601
 OM0601.The horizontal coordinates are valid at the epoch date displayed above
 OM0601.which is a decimal equivalence of Year/Month/Day.
 OM0601
 OM0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0601
 OM0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0601.GEOID18 height accuracy estimate available here.
 OM0601
 OM0601.Click photographs - Photos may exist for this station.
 OM0601
 OM0601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0601
 OM0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0601
 OM0601.The ellipsoidal height was determined by GPS observations
 OM0601.and is referenced to NAD 83.
 OM0601
 OM0601. The following values were computed from the NAD 83(2011) position.
 OM0601
 OM0601;                    North         East     Units Scale Factor Converg.
 OM0601;SPC WI S     -   129,340.220   642,376.370   MT  0.99994114   +0 21 29.0
 OM0601;SPC WI S     -   424,343.71  2,107,529.81   sFT  0.99994114   +0 21 29.0
 OM0601;UTM  16      - 4,781,908.869   298,480.720   MT  1.00009959   -1 41 46.8
 OM0601
 OM0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0601!SPC WI S     -   0.99996002  x   0.99994114  =   0.99990117
 OM0601!UTM  16      -   0.99996002  x   1.00009959  =   1.00005961
 OM0601
 OM0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9848081908(NAD 83)
 OM0601
 OM0601                          SUPERSEDED SURVEY CONTROL
 OM0601
 OM0601  NAD 83(2007)-  43 09 47.11932(N)    089 28 44.01002(W) AD(2002.00) 0
 OM0601  ELLIP H (02/10/07)  254.977  (m)                       GP(2002.00)    
 OM0601  NAD 83(1997)-  43 09 47.11920(N)    089 28 44.01107(W) AD(       ) 2
 OM0601  ELLIP H (06/17/02)  254.977  (m)                       GP(       ) 4 1
 OM0601  ELLIP H (03/16/99)  254.980  (m)                       GP(       ) 4 1
 OM0601  NAD 83(1991)-  43 09 47.11868(N)    089 28 44.00965(W) AD(       ) 2
 OM0601  ELLIP H (11/21/91)  255.080  (m)                       GP(       ) 4 1
 OM0601  NAD 83(1986)-  43 09 47.11156(N)    089 28 44.01682(W) AD(       ) 2
 OM0601  NAD 27      -  43 09 47.13706(N)    089 28 43.59152(W) AD(       ) 2
 OM0601  NGVD 29 (07/12/88)  289.5    (m)  RAPSU86  model used  GPS OBS        
 OM0601
 OM0601.Superseded values are not recommended for survey control.
 OM0601
 OM0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0601.See file dsdata.pdf to determine how the superseded data were derived.
 OM0601
 OM0601_MARKER: DD = SURVEY DISK
 OM0601_SETTING: 0 = UNSPECIFIED SETTING
 OM0601_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0601+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0601
 OM0601  HISTORY     - Date     Condition        Report By
 OM0601  HISTORY     - 1987     MONUMENTED       WI-025
 OM0601
 OM0601                          STATION DESCRIPTION
 OM0601
 OM0601'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0601'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTH OF DANE, 7.2 KM
 OM0601'(4.5 MI) NORTH OF MIDDLETON, AND 4.0 KM (2.5 MI) SOUTHWEST OF
 OM0601'WAUNAKEE ON ROAD RIGHT-OF-WAY.  OWNERSHIP--TOWN OF SPRINGFIELD,
 OM0601'LEONARD MEIER, CHAIRMAN, 6535 FISHER ROAD, WAUNAKEE WI 53597,
 OM0601'PHONE 608-831-8383.
 OM0601'
 OM0601'TO REACH THE STATION FROM THE POST OFFICE IN WAUNAKEE, GO WESTERLY
 OM0601'FOR 2.6 KM (1.6 MI) ON STATE HIGHWAY 19 TO KINGSLEY ROAD TO THE
 OM0601'LEFT.  TURN LEFT AND GO SOUTH FOR 3.1 KM (1.9 MI) TO MEFFERT ROAD
 OM0601'AND T-INTERSECTION.  TURN LEFT AND GO EAST 1.4 KM (0.9 MI) TO THE
 OM0601'STATION ON THE LEFT.
 OM0601'
 OM0601'THE STATION IS A BERNTSEN DRIVABLE MONUMENT WITH ALUMINUM DISK
 OM0601'STAMPED---013 1987---, SET IN A PVC PIPE 30 CM IN DIAMETER AND FLUSH
 OM0601'WITH THE GROUND SURFACE.  LOCATED 19.2 METERS (63.0 FT) NORTH OF A
 OM0601'CONCRETE LOADING RAMP, 10.1 METERS (33.3 FT) EAST OF POWER POLE
 OM0601'NUMBER 8-9-18, AND 4.4 METERS (14.5 FT) NORTHWEST FROM THE CENTER
 OM0601'OF MEFFERT ROAD.
 OM0601'
 OM0601'DANE COUNTY, WISCONSIN 1987.
 OM0601'
 OM0601'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0601'
 OM0601'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0602 ***********************************************************************
 OM0602  DESIGNATION -  014
 OM0602  PID         -  OM0602
 OM0602  STATE/COUNTY-  WI/DANE
 OM0602  COUNTRY     -  US
 OM0602  USGS QUAD   -  WAUNAKEE (2018)
 OM0602
 OM0602                         *CURRENT SURVEY CONTROL
 OM0602  ______________________________________________________________________
 OM0602* NAD 83(2011) POSITION- 43 11 41.48219(N) 089 28 53.62329(W)   ADJUSTED
 OM0602* NAD 83(2011) ELLIP HT-   251.868 (meters)        (06/27/12)   ADJUSTED
 OM0602* NAD 83(2011) EPOCH   -  2010.00
 OM0602* NAVD 88 ORTHO HEIGHT -   286.4   (meters)      940.    (feet) VERTCON3
 OM0602  ______________________________________________________________________
 OM0602  GEOID HEIGHT    -        -34.537 (meters)                     GEOID18
 OM0602  NAD 83(2011) X  -     42,141.190 (meters)                     COMP
 OM0602  NAD 83(2011) Y  - -4,657,155.837 (meters)                     COMP
 OM0602  NAD 83(2011) Z  -  4,343,480.983 (meters)                     COMP
 OM0602  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 OM0602
 OM0602  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0602  Standards:
 OM0602         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0602            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0602  -------------------------------------------------------------------
 OM0602  NETWORK    2.78   2.72           0.56   1.38   1.39     -0.20737468
 OM0602  -------------------------------------------------------------------
 OM0602  Click here for local accuracies and other accuracy information.
 OM0602
 OM0602.The horizontal coordinates were established by GPS observations
 OM0602.and adjusted by the National Geodetic Survey in June 2012.
 OM0602
 OM0602.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0602.been affixed to the stable North American tectonic plate. See 
 OM0602.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0602
 OM0602.The horizontal coordinates are valid at the epoch date displayed above
 OM0602.which is a decimal equivalence of Year/Month/Day.
 OM0602
 OM0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0602
 OM0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0602.GEOID18 height accuracy estimate available here.
 OM0602
 OM0602.Click photographs - Photos may exist for this station.
 OM0602
 OM0602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0602
 OM0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0602
 OM0602.The ellipsoidal height was determined by GPS observations
 OM0602.and is referenced to NAD 83.
 OM0602
 OM0602. The following values were computed from the NAD 83(2011) position.
 OM0602
 OM0602;                    North         East     Units Scale Factor Converg.
 OM0602;SPC WI S     -   132,867.838   642,137.262   MT  0.99993900   +0 21 22.4
 OM0602;SPC WI S     -   435,917.23  2,106,745.33   sFT  0.99993900   +0 21 22.4
 OM0602;UTM  16      - 4,785,443.357   298,368.237   MT  1.00010015   -1 41 57.0
 OM0602
 OM0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0602!SPC WI S     -   0.99996050  x   0.99993900  =   0.99989951
 OM0602!UTM  16      -   0.99996050  x   1.00010015  =   1.00006065
 OM0602
 OM0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9836885443(NAD 83)
 OM0602
 OM0602                          SUPERSEDED SURVEY CONTROL
 OM0602
 OM0602  NAD 83(2007)-  43 11 41.48226(N)    089 28 53.62412(W) AD(2002.00) 0
 OM0602  ELLIP H (02/10/07)  251.899  (m)                       GP(2002.00)    
 OM0602  NAD 83(1997)-  43 11 41.48230(N)    089 28 53.62491(W) AD(       ) 2
 OM0602  ELLIP H (06/17/02)  251.922  (m)                       GP(       ) 4 1
 OM0602  ELLIP H (03/16/99)  251.924  (m)                       GP(       ) 4 1
 OM0602  NAD 83(1991)-  43 11 41.48170(N)    089 28 53.62414(W) AD(       ) 2
 OM0602  ELLIP H (11/21/91)  252.014  (m)                       GP(       ) 4 1
 OM0602  NAD 83(1986)-  43 11 41.47258(N)    089 28 53.62734(W) AD(       ) 2
 OM0602  NAD 27      -  43 11 41.50053(N)    089 28 53.19616(W) AD(       ) 2
 OM0602  NGVD 29 (07/12/88)  286.5    (m)  RAPSU86  model used  GPS OBS        
 OM0602
 OM0602.Superseded values are not recommended for survey control.
 OM0602
 OM0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0602.See file dsdata.pdf to determine how the superseded data were derived.
 OM0602
 OM0602_MARKER: DD = SURVEY DISK
 OM0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0602+STABILITY: SURFACE MOTION
 OM0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0602+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0602
 OM0602  HISTORY     - Date     Condition        Report By
 OM0602  HISTORY     - 1987     MONUMENTED       WI-025
 OM0602  HISTORY     - 20041212 MARK NOT FOUND   USPSQD
 OM0602
 OM0602                          STATION DESCRIPTION
 OM0602
 OM0602'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0602'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTH OF DANE, 2.4 KM
 OM0602'(1.5 MI) WEST OF WAUNAKEE, AND IN THE ROAD RIGHT-OF-WAY.
 OM0602'OWNERSHIP--TOWN OF SPRINGFIELD, LEONARD MEIER, CHAIRMAN, 6535
 OM0602'FISHER ROAD, WAUNAKEE WI 53597, PHONE 608-831-8383.
 OM0602'
 OM0602'TO REACH THE STATION FROM THE POST OFFICE IN WAUNAKEE, GO WEST ON
 OM0602'STATE HIGHWAY 19 FOR 1.4 KM (0.9 MI) TO HELLENBRAND ROAD ON THE
 OM0602'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) TO THE STATION
 OM0602'ON THE LEFT.  THE STATION IS SOUTHWEST OF THE FIFTH POWER POLE ON
 OM0602'THE RIGHT GOING NORTH FROM STATE HIGHWAY 19.
 OM0602'
 OM0602'THE STATION IS A STANDARD WI-025 DISK STAMPED---014 1987---,
 OM0602'EPOXIED TO THE TOP OF A STEEL ROD AND SET IN A ROUND CONCRETE POST
 OM0602'20 CM IN DIAMETER RECESSED 10 CM BELOW THE GROUND SURFACE.  LOCATED
 OM0602'24.7 METERS (81.0 FT) SOUTH OF A TELEPHONE POLE, 18.9 METERS (62.0
 OM0602'FT) SOUTHWEST OF A POWER POLE, AND 4.9 METERS (16.0 FT) WEST OF THE
 OM0602'CENTER OF THE ROAD.
 OM0602'
 OM0602'DANE COUNTY, WISCONSIN 1987.
 OM0602'
 OM0602'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0602'
 OM0602'DESCRIBED BY D.A.BOWLING.
 OM0602
 OM0602                          STATION RECOVERY (2004)
 OM0602
 OM0602'RECOVERY NOTE BY US POWER SQUADRON 2004 (RB)
 OM0602'THE HIGHWAY HAS BEEN MOVED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0603 ***********************************************************************
 OM0603  DESIGNATION -  015
 OM0603  PID         -  OM0603
 OM0603  STATE/COUNTY-  WI/DANE
 OM0603  COUNTRY     -  US
 OM0603  USGS QUAD   -  BLUE MOUNDS (2018)
 OM0603
 OM0603                         *CURRENT SURVEY CONTROL
 OM0603  ______________________________________________________________________
 OM0603* NAD 83(2011) POSITION- 43 07 24.65973(N) 089 50 12.15757(W)   ADJUSTED
 OM0603* NAD 83(2011) ELLIP HT-   202.817 (meters)        (06/27/12)   ADJUSTED
 OM0603* NAD 83(2011) EPOCH   -  2010.00
 OM0603* NAVD 88 ORTHO HEIGHT -   237.0   (meters)      778.    (feet) VERTCON3
 OM0603  ______________________________________________________________________
 OM0603  GEOID HEIGHT    -        -34.282 (meters)                     GEOID18
 OM0603  NAD 83(2011) X  -     13,288.491 (meters)                     COMP
 OM0603  NAD 83(2011) Y  - -4,662,713.253 (meters)                     COMP
 OM0603  NAD 83(2011) Z  -  4,337,665.899 (meters)                     COMP
 OM0603  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 OM0603
 OM0603  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0603  Standards:
 OM0603         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0603            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0603  -------------------------------------------------------------------
 OM0603  NETWORK    3.84   5.80           1.54   1.60   2.96     -0.09532381
 OM0603  -------------------------------------------------------------------
 OM0603  Click here for local accuracies and other accuracy information.
 OM0603
 OM0603.The horizontal coordinates were established by GPS observations
 OM0603.and adjusted by the National Geodetic Survey in June 2012.
 OM0603
 OM0603.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0603.been affixed to the stable North American tectonic plate. See 
 OM0603.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0603
 OM0603.The horizontal coordinates are valid at the epoch date displayed above
 OM0603.which is a decimal equivalence of Year/Month/Day.
 OM0603
 OM0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0603
 OM0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0603.GEOID18 height accuracy estimate available here.
 OM0603
 OM0603.Click photographs - Photos may exist for this station.
 OM0603
 OM0603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0603
 OM0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0603
 OM0603.The ellipsoidal height was determined by GPS observations
 OM0603.and is referenced to NAD 83.
 OM0603
 OM0603. The following values were computed from the NAD 83(2011) position.
 OM0603
 OM0603;                    North         East     Units Scale Factor Converg.
 OM0603;SPC WI S     -   124,824.793   613,287.338   MT  0.99994423   +0 06 43.9
 OM0603;SPC WI S     -   409,529.34  2,012,093.54   sFT  0.99994423   +0 06 43.9
 OM0603;UTM  16      - 4,778,437.764   269,241.772   MT  1.00025511   -1 56 23.8
 OM0603
 OM0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0603!SPC WI S     -   0.99996820  x   0.99994423  =   0.99991243
 OM0603!UTM  16      -   0.99996820  x   1.00025511  =   1.00022330
 OM0603
 OM0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6924178437(NAD 83)
 OM0603
 OM0603                          SUPERSEDED SURVEY CONTROL
 OM0603
 OM0603  NAD 83(2007)-  43 07 24.65980(N)    089 50 12.15845(W) AD(2002.00) 0
 OM0603  ELLIP H (02/10/07)  202.880  (m)                       GP(2002.00)    
 OM0603  NAD 83(1997)-  43 07 24.65967(N)    089 50 12.15874(W) AD(       ) 2
 OM0603  ELLIP H (06/17/02)  202.847  (m)                       GP(       ) 4 1
 OM0603  NAD 83(1991)-  43 07 24.65912(N)    089 50 12.15731(W) AD(       ) 2
 OM0603  ELLIP H (11/21/91)  202.984  (m)                       GP(       ) 4 1
 OM0603  NAD 83(1986)-  43 07 24.65096(N)    089 50 12.15985(W) AD(       ) 2
 OM0603  NAD 27      -  43 07 24.67512(N)    089 50 11.71828(W) AD(       ) 2
 OM0603  NGVD 29 (07/12/88)  237.0    (m)  RAPSU86  model used  GPS OBS        
 OM0603
 OM0603.Superseded values are not recommended for survey control.
 OM0603
 OM0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0603.See file dsdata.pdf to determine how the superseded data were derived.
 OM0603
 OM0603_MARKER: DD = SURVEY DISK
 OM0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0603_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0603+STABILITY: SURFACE MOTION
 OM0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0603+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0603
 OM0603  HISTORY     - Date     Condition        Report By
 OM0603  HISTORY     - 1987     MONUMENTED       WI-025
 OM0603
 OM0603                          STATION DESCRIPTION
 OM0603
 OM0603'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0603'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTHWEST OF MAZOMANIE,
 OM0603'4.8 KM (3.0 MI) NORTHWEST OF BLACK EARTH, AND NEAR THE IOWA-DANE
 OM0603'COUNTY LINE.  OWNERSHIP--DANE COUNTY, DEPT OF HIGHWAY AND
 OM0603'TRANSPORTATION, 2302 FISH HATCHERY ROAD, MADISON WI 53713,
 OM0603'PHONE 608-266-4261.
 OM0603'
 OM0603'TO REACH THE STATION FROM THE POST OFFICE IN MAZOMANIE, GO WEST ON
 OM0603'CRESCENT STREET FOR 0.1 KM (0.05 MI) TO BRODHEAD STREET.  TURN LEFT
 OM0603'AND GO SOUTH FOR 0.5 KM (0.3 MI) TO U.S. HIGHWAY 14.  TURN RIGHT
 OM0603'AND GO WEST FOR 0.4 KM (0.25 MI) TO REEVE ROAD LEFT.  TURN LEFT AND
 OM0603'GO SOUTHERLY FOR 4.4 KM (2.75 MI) TO A ROAD JUNCTION.  BEAR RIGHT,
 OM0603'STAYING ON REEVE ROAD, AND GO 2.3 KM (1.4 MI) TO THE STOP SIGN AT
 OM0603'COUNTY HIGHWAY FF.
 OM0603'TURN LEFT AND GO SOUTH FOR 0.5 KM (0.3 MI) TO THE STATION ON THE
 OM0603'LEFT AT A DEAD END ROAD.
 OM0603'
 OM0603'THE STATION IS A STANDARD WI-025 DISK THAT IS---UNSTAMPED---, SET IN
 OM0603'CONCRETE AND RECESSED 2 CM BELOW GROUND SURFACE.  LOCATED 16.8
 OM0603'METERS (55.0 FT) NORTHWEST OF DEAD END SIGN, 15.0 METERS (49.5 FT)
 OM0603'NORTH OF TELEPHONE JUNCTION BOX MARKED 1E214, 10.1 METERS (33.0 FT)
 OM0603'NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY FF, 4.3 METERS (13.0
 OM0603'FT) NORTH OF THE CENTER OF DEAD END ROAD, AND 3.2 METERS (10.6 FT)
 OM0603'SOUTH-SOUTHEAST OF A STOP SIGN.
 OM0603'
 OM0603'DANE COUNTY, WISCONSIN 1987.
 OM0603'
 OM0603'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0603'
 OM0603'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0604 ***********************************************************************
 OM0604  DESIGNATION -  016
 OM0604  PID         -  OM0604
 OM0604  STATE/COUNTY-  WI/DANE
 OM0604  COUNTRY     -  US
 OM0604  USGS QUAD   -  BLUE MOUNDS (2018)
 OM0604
 OM0604                         *CURRENT SURVEY CONTROL
 OM0604  ______________________________________________________________________
 OM0604* NAD 83(2011) POSITION- 43 07 08.15317(N) 089 45 33.43989(W)   ADJUSTED
 OM0604* NAD 83(2011) ELLIP HT-   215.492 (meters)        (06/27/12)   ADJUSTED
 OM0604* NAD 83(2011) EPOCH   -  2010.00
 OM0604* NAVD 88 ORTHO HEIGHT -   249.7   (meters)      819.    (feet) VERTCON3
 OM0604  ______________________________________________________________________
 OM0604  GEOID HEIGHT    -        -34.304 (meters)                     GEOID18
 OM0604  NAD 83(2011) X  -     19,590.524 (meters)                     COMP
 OM0604  NAD 83(2011) Y  - -4,663,048.489 (meters)                     COMP
 OM0604  NAD 83(2011) Z  -  4,337,302.744 (meters)                     COMP
 OM0604  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 OM0604
 OM0604  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0604  Standards:
 OM0604         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0604            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0604  -------------------------------------------------------------------
 OM0604  NETWORK    4.15   4.19           0.96   2.03   2.14     -0.30625897
 OM0604  -------------------------------------------------------------------
 OM0604  Click here for local accuracies and other accuracy information.
 OM0604
 OM0604.The horizontal coordinates were established by GPS observations
 OM0604.and adjusted by the National Geodetic Survey in June 2012.
 OM0604
 OM0604.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0604.been affixed to the stable North American tectonic plate. See 
 OM0604.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0604
 OM0604.The horizontal coordinates are valid at the epoch date displayed above
 OM0604.which is a decimal equivalence of Year/Month/Day.
 OM0604
 OM0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0604
 OM0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0604.GEOID18 height accuracy estimate available here.
 OM0604
 OM0604.Click photographs - Photos may exist for this station.
 OM0604
 OM0604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0604
 OM0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0604
 OM0604.The ellipsoidal height was determined by GPS observations
 OM0604.and is referenced to NAD 83.
 OM0604
 OM0604. The following values were computed from the NAD 83(2011) position.
 OM0604
 OM0604;                    North         East     Units Scale Factor Converg.
 OM0604;SPC WI S     -   124,330.696   619,588.809   MT  0.99994462   +0 09 55.4
 OM0604;SPC WI S     -   407,908.29  2,032,767.62   sFT  0.99994462   +0 09 55.4
 OM0604;UTM  16      - 4,777,718.121   275,523.348   MT  1.00021992   -1 53 12.5
 OM0604
 OM0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0604!SPC WI S     -   0.99996621  x   0.99994462  =   0.99991083
 OM0604!UTM  16      -   0.99996621  x   1.00021992  =   1.00018612
 OM0604
 OM0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7552377718(NAD 83)
 OM0604
 OM0604                          SUPERSEDED SURVEY CONTROL
 OM0604
 OM0604  NAD 83(2007)-  43 07 08.15327(N)    089 45 33.44074(W) AD(2002.00) 0
 OM0604  ELLIP H (02/10/07)  215.544  (m)                       GP(2002.00)    
 OM0604  NAD 83(1997)-  43 07 08.15313(N)    089 45 33.44100(W) AD(       ) 2
 OM0604  ELLIP H (06/17/02)  215.525  (m)                       GP(       ) 4 1
 OM0604  NAD 83(1991)-  43 07 08.15259(N)    089 45 33.43963(W) AD(       ) 2
 OM0604  ELLIP H (11/21/91)  215.647  (m)                       GP(       ) 4 1
 OM0604  NAD 83(1986)-  43 07 08.14479(N)    089 45 33.44279(W) AD(       ) 2
 OM0604  NAD 27      -  43 07 08.16848(N)    089 45 33.00510(W) AD(       ) 2
 OM0604  NGVD 29 (07/12/88)  249.8    (m)  RAPSU86  model used  GPS OBS        
 OM0604
 OM0604.Superseded values are not recommended for survey control.
 OM0604
 OM0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0604.See file dsdata.pdf to determine how the superseded data were derived.
 OM0604
 OM0604_MARKER: DD = SURVEY DISK
 OM0604_SETTING: 0 = UNSPECIFIED SETTING
 OM0604_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0604+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0604
 OM0604  HISTORY     - Date     Condition        Report By
 OM0604  HISTORY     - 1987     MONUMENTED       WI-025
 OM0604
 OM0604                          STATION DESCRIPTION
 OM0604
 OM0604'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0604'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF CROSS PLAINS,
 OM0604'6.4 KM (4.0 MI) EAST OF THE IOWA-DANE COUNTY LINE, 2.4 KM (1.5 MI)
 OM0604'SOUTH-SOUTHWEST OF BLACK EARTH AND ON THE ROAD RIGHT-OF-WAY.
 OM0604'OWNERSHIP--TOWN OF VERMONT, DONALD L PARRELL, CHAIRMAN, 4744 BLUE
 OM0604'MOUNDS TRAIL, BLACK EARTH WI 53515, PHONE 608-767-2427.
 OM0604'
 OM0604'TO REACH THE STATION FROM THE POST OFFICE IN BLACK EARTH, GO SOUTH
 OM0604'ON STATE HIGHWAY 78 (MILLS STREET) FOR 2.0 KM (1.25 MI) TO A GRAVEL
 OM0604'ROAD RIGHT, AT A SIGN FOR THE TOWN OF VERMONT.  TURN RIGHT AND GO
 OM0604'WEST FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT JUST PAST A
 OM0604'PRIVATE DRIVE RIGHT.
 OM0604'
 OM0604'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK THAT
 OM0604'IS---UNSTAMPED---, SET FLUSH WITH THE GROUND.  LOCATED 12.2 METERS
 OM0604'(40.0 FT) WEST OF THE CENTER OF A PRIVATE DRIVE, 8.4 METERS (27.5
 OM0604'FT) NORTH OF TELEPHONE JUNCTION BOX NUMBER 1D1, 1.5 METERS (4.8 FT)
 OM0604'SOUTH OF A TELEPHONE POLE IN FENCE CORNER, AND 0.3 METERS (1.0 FT)
 OM0604'SOUTH OF A METAL WITNESS POST WITH SIGN.
 OM0604'
 OM0604'DANE COUNTY, WISCONSIN 1987.
 OM0604'
 OM0604'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0604'
 OM0604'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0605 ***********************************************************************
 OM0605  DESIGNATION -  017
 OM0605  PID         -  OM0605
 OM0605  STATE/COUNTY-  WI/DANE
 OM0605  COUNTRY     -  US
 OM0605  USGS QUAD   -  CROSS PLAINS (2018)
 OM0605
 OM0605                         *CURRENT SURVEY CONTROL
 OM0605  ______________________________________________________________________
 OM0605* NAD 83(2011) POSITION- 43 07 05.90967(N) 089 41 59.92871(W)   ADJUSTED
 OM0605* NAD 83(2011) ELLIP HT-   222.661 (meters)        (06/27/12)   ADJUSTED
 OM0605* NAD 83(2011) EPOCH   -  2010.00
 OM0605* NAVD 88 ORTHO HEIGHT -   257.0   (meters)      843.    (feet) VERTCON3
 OM0605  ______________________________________________________________________
 OM0605  GEOID HEIGHT    -        -34.318 (meters)                     GEOID18
 OM0605  NAD 83(2011) X  -     24,417.656 (meters)                     COMP
 OM0605  NAD 83(2011) Y  - -4,663,078.268 (meters)                     COMP
 OM0605  NAD 83(2011) Z  -  4,337,257.106 (meters)                     COMP
 OM0605  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 OM0605
 OM0605  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0605  Standards:
 OM0605         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0605            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0605  -------------------------------------------------------------------
 OM0605  NETWORK    8.17   6.74           1.69   4.01   3.44     -0.46543249
 OM0605  -------------------------------------------------------------------
 OM0605  Click here for local accuracies and other accuracy information.
 OM0605
 OM0605.The horizontal coordinates were established by GPS observations
 OM0605.and adjusted by the National Geodetic Survey in June 2012.
 OM0605
 OM0605.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0605.been affixed to the stable North American tectonic plate. See 
 OM0605.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0605
 OM0605.The horizontal coordinates are valid at the epoch date displayed above
 OM0605.which is a decimal equivalence of Year/Month/Day.
 OM0605
 OM0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0605
 OM0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0605.GEOID18 height accuracy estimate available here.
 OM0605
 OM0605.Click photographs - Photos may exist for this station.
 OM0605
 OM0605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0605
 OM0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0605
 OM0605.The ellipsoidal height was determined by GPS observations
 OM0605.and is referenced to NAD 83.
 OM0605
 OM0605. The following values were computed from the NAD 83(2011) position.
 OM0605
 OM0605;                    North         East     Units Scale Factor Converg.
 OM0605;SPC WI S     -   124,277.116   624,415.513   MT  0.99994468   +0 12 22.1
 OM0605;SPC WI S     -   407,732.50  2,048,603.23   sFT  0.99994468   +0 12 22.1
 OM0605;UTM  16      - 4,777,491.666   280,346.301   MT  1.00019357   -1 50 46.3
 OM0605
 OM0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0605!SPC WI S     -   0.99996508  x   0.99994468  =   0.99990977
 OM0605!UTM  16      -   0.99996508  x   1.00019357  =   1.00015865
 OM0605
 OM0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8034677491(NAD 83)
 OM0605
 OM0605                          SUPERSEDED SURVEY CONTROL
 OM0605
 OM0605  NAD 83(2007)-  43 07 05.90985(N)    089 41 59.92952(W) AD(2002.00) 0
 OM0605  ELLIP H (02/10/07)  222.705  (m)                       GP(2002.00)    
 OM0605  NAD 83(1997)-  43 07 05.90977(N)    089 41 59.92996(W) AD(       ) 2
 OM0605  ELLIP H (06/17/02)  222.686  (m)                       GP(       ) 4 1
 OM0605  NAD 83(1991)-  43 07 05.90925(N)    089 41 59.92859(W) AD(       ) 2
 OM0605  ELLIP H (11/21/91)  222.801  (m)                       GP(       ) 4 1
 OM0605  NAD 83(1986)-  43 07 05.90178(N)    089 41 59.93360(W) AD(       ) 2
 OM0605  NAD 27      -  43 07 05.92475(N)    089 41 59.49915(W) AD(       ) 2
 OM0605  NGVD 29 (07/12/88)  257.0    (m)  RAPSU86  model used  GPS OBS        
 OM0605
 OM0605.Superseded values are not recommended for survey control.
 OM0605
 OM0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0605.See file dsdata.pdf to determine how the superseded data were derived.
 OM0605
 OM0605_MARKER: DD = SURVEY DISK
 OM0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0605+STABILITY: SURFACE MOTION
 OM0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0605+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0605
 OM0605  HISTORY     - Date     Condition        Report By
 OM0605  HISTORY     - 1987     MONUMENTED       WI-025
 OM0605
 OM0605                          STATION DESCRIPTION
 OM0605
 OM0605'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0605'THE STATION IS LOCATED ABOUT 4.0 KM (3.5 MI)
 OM0605'SOUTHEAST OF BLACK EARTH,
 OM0605'3.2 KM (2.0 MI) WEST OF CROSS PLAINS,
 OM0605'0.4 KM (0.25 MI) SOUTH OF U.S. HIGHWAY 14, AND ON THE ROAD
 OM0605'RIGHT-OF-WAY.
 OM0605'OWNERSHIP--DANE COUNTY, DEPT OF HIGHWAY AND TRANSPORTATION, 2302
 OM0605'FISH HATCHERY ROAD, MADISON WI 53713, PHONE 608-266-4261.
 OM0605'
 OM0605'TO REACH THE STATION FROM THE POST OFFICE IN BLACK EARTH, GO SOUTH
 OM0605'ON STATE HIGHWAY 78 (MILLS STREET) FOR 0.4 KM (0.25 MI) TO COUNTY
 OM0605'HIGHWAY KP.  TURN LEFT AND GO SOUTHEAST FOR 4.5 KM (2.8 MI) TO A
 OM0605'CURVE IN THE ROAD.  THE STATION IS ON THE LEFT JUST BEFORE A
 OM0605'PRIVATE DRIVE LEFT.
 OM0605'
 OM0605'THE STATION IS A STANDARD WI-025 DISK STAMPED---017 1987---, EPOXIED
 OM0605'TO THE TOP OF A STEEL ROD SET IN A ROUND CONCRETE POST 20 CM IN
 OM0605'DIAMETER RECESSED 10 CM BELOW THE GROUND SURFACE.  LOCATED 7.8
 OM0605'METERS (25.5 FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY KP,
 OM0605'7.0 METERS (23.0 FT) WEST FROM CENTER OF PRIVATE DRIVE, 1.7 METERS
 OM0605'(5.5 FT) NORTH FROM MAIL BOX, AND 1.1 METERS (3.7 FT) NORTHWEST OF
 OM0605'A METAL WITNESS POST.
 OM0605'
 OM0605'DANE COUNTY, WISCONSIN 1987.
 OM0605'
 OM0605'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0605'
 OM0605'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0606 ***********************************************************************
 OM0606  DESIGNATION -  020
 OM0606  PID         -  OM0606
 OM0606  STATE/COUNTY-  WI/DANE
 OM0606  COUNTRY     -  US
 OM0606  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0606
 OM0606                         *CURRENT SURVEY CONTROL
 OM0606  ______________________________________________________________________
 OM0606* NAD 83(2011) POSITION- 43 07 58.01637(N) 089 32 28.65200(W)   ADJUSTED
 OM0606* NAD 83(2011) ELLIP HT-   263.171 (meters)        (06/27/12)   ADJUSTED
 OM0606* NAD 83(2011) EPOCH   -  2010.00
 OM0606* NAVD 88 ORTHO HEIGHT -   297.6   (meters)      976.    (feet) VERTCON3
 OM0606  ______________________________________________________________________
 OM0606  GEOID HEIGHT    -        -34.349 (meters)                     GEOID18
 OM0606  NAD 83(2011) X  -     37,323.972 (meters)                     COMP
 OM0606  NAD 83(2011) Y  - -4,661,923.086 (meters)                     COMP
 OM0606  NAD 83(2011) Z  -  4,338,458.455 (meters)                     COMP
 OM0606  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 OM0606
 OM0606  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0606  Standards:
 OM0606         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0606            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0606  -------------------------------------------------------------------
 OM0606  NETWORK    2.89   3.10           0.90   1.36   1.58     -0.14340104
 OM0606  -------------------------------------------------------------------
 OM0606  Click here for local accuracies and other accuracy information.
 OM0606
 OM0606.The horizontal coordinates were established by GPS observations
 OM0606.and adjusted by the National Geodetic Survey in June 2012.
 OM0606
 OM0606.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0606.been affixed to the stable North American tectonic plate. See 
 OM0606.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0606
 OM0606.The horizontal coordinates are valid at the epoch date displayed above
 OM0606.which is a decimal equivalence of Year/Month/Day.
 OM0606
 OM0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0606
 OM0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0606.GEOID18 height accuracy estimate available here.
 OM0606
 OM0606.Click photographs - Photos may exist for this station.
 OM0606
 OM0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0606
 OM0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0606
 OM0606.The ellipsoidal height was determined by GPS observations
 OM0606.and is referenced to NAD 83.
 OM0606
 OM0606. The following values were computed from the NAD 83(2011) position.
 OM0606
 OM0606;                    North         East     Units Scale Factor Converg.
 OM0606;SPC WI S     -   125,943.753   637,320.535   MT  0.99994347   +0 18 54.6
 OM0606;SPC WI S     -   413,200.46  2,090,942.46   sFT  0.99994347   +0 18 54.6
 OM0606;UTM  16      - 4,778,695.229   293,305.529   MT  1.00012559   -1 44 17.1
 OM0606
 OM0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0606!SPC WI S     -   0.99995873  x   0.99994347  =   0.99990220
 OM0606!UTM  16      -   0.99995873  x   1.00012559  =   1.00008432
 OM0606
 OM0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9330578695(NAD 83)
 OM0606
 OM0606                          SUPERSEDED SURVEY CONTROL
 OM0606
 OM0606  NAD 83(2007)-  43 07 58.01660(N)    089 32 28.65279(W) AD(2002.00) 0
 OM0606  ELLIP H (02/10/07)  263.208  (m)                       GP(2002.00)    
 OM0606  NAD 83(1997)-  43 07 58.01651(N)    089 32 28.65340(W) AD(       ) 2
 OM0606  ELLIP H (06/17/02)  263.193  (m)                       GP(       ) 4 1
 OM0606  NAD 83(1991)-  43 07 58.01598(N)    089 32 28.65201(W) AD(       ) 2
 OM0606  ELLIP H (11/21/91)  263.304  (m)                       GP(       ) 4 1
 OM0606  NAD 83(1986)-  43 07 58.00926(N)    089 32 28.65922(W) AD(       ) 2
 OM0606  NAD 27      -  43 07 58.03244(N)    089 32 28.23258(W) AD(       ) 2
 OM0606  NGVD 29 (07/12/88)  297.6    (m)  RAPSU86  model used  GPS OBS        
 OM0606
 OM0606.Superseded values are not recommended for survey control.
 OM0606
 OM0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0606.See file dsdata.pdf to determine how the superseded data were derived.
 OM0606
 OM0606_MARKER: I = METAL ROD
 OM0606_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM0606_MAGNETIC: I = MARKER IS A STEEL ROD
 OM0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0606+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0606
 OM0606  HISTORY     - Date     Condition        Report By
 OM0606  HISTORY     - 1987     MONUMENTED       WI-025
 OM0606
 OM0606                          STATION DESCRIPTION
 OM0606
 OM0606'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0606'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 KM) NORTH-NORTHEAST OF
 OM0606'CROSS PLAINS, 9.2 KM (6.0 MI) SOUTHEAST FROM WAUNAKEE, 4.8 KM (3.0
 OM0606'MI) NORTHWEST OF MIDDLETON AND ON THE ROAD RIGHT-OF-WAY.
 OM0606'OWNERSHIP--TOWN OF SPRINGFIELD, LEONARD MEIER, CHAIRMAN, 6535
 OM0606'FISHER ROAD, WAUNAKEE WI 53597, PHONE 608-831-8383.
 OM0606'
 OM0606'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLETON, GO EAST ON
 OM0606'ELMWOOD STREET FOR 0.2 KM (0.1 MI) TO PARMENTER STREET.  TURN LEFT
 OM0606'AND GO NORTH FOR 0.7 KM (0.45 MI) TO BELTLINE HIGHWAY (U.S. HIGHWAY
 OM0606'12).
 OM0606'TURN RIGHT AND FOLLOW U.S. HIGHWAY 12 NORTHERLY FOR 2.3 KM (1.4 MI)
 OM0606'TO SCHNEIDER ROAD ON THE LEFT.  TURN LEFT AND GO WEST FOR 2.3 KM (
 OM0606'1.45 MI) TO CHURCH ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR
 OM0606'0.9 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 OM0606'
 OM0606'THE STATION IS A 1-INCH IRON ROD WITH WITNESS CAP---UNSTAMPED---,
 OM0606'SET IN AN IRREGULAR MASS OF CONCRETE RECESSED 3 CM BELOW THE
 OM0606'GROUND SURFACE.  LOCATED 6.9 METERS (22.5 FT) NORTHWEST OF POWER
 OM0606'POLE NUMBER 15J 49-7, 6.4 METERS (21.0 FT) EAST OF ROAD CENTER, AND
 OM0606'2.6 METERS (8.5 FT) WEST OF A CULTIVATED FIELD.
 OM0606'
 OM0606'DANE COUNTY, WISCONSIN 1987.
 OM0606'
 OM0606'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0606'
 OM0606'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0607 ***********************************************************************
 OM0607  DESIGNATION -  021
 OM0607  PID         -  OM0607
 OM0607  STATE/COUNTY-  WI/DANE
 OM0607  COUNTRY     -  US
 OM0607  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0607
 OM0607                         *CURRENT SURVEY CONTROL
 OM0607  ______________________________________________________________________
 OM0607* NAD 83(2011) POSITION- 43 08 00.59706(N) 089 30 05.71071(W)   ADJUSTED
 OM0607* NAD 83(2011) ELLIP HT-   257.512 (meters)        (06/27/12)   ADJUSTED
 OM0607* NAD 83(2011) EPOCH   -  2010.00
 OM0607* NAVD 88 ORTHO HEIGHT -   292.1   (meters)      958.    (feet) VERTCON3
 OM0607  ______________________________________________________________________
 OM0607  GEOID HEIGHT    -        -34.373 (meters)                     GEOID18
 OM0607  NAD 83(2011) X  -     40,554.161 (meters)                     COMP
 OM0607  NAD 83(2011) Y  - -4,661,837.522 (meters)                     COMP
 OM0607  NAD 83(2011) Z  -  4,338,512.707 (meters)                     COMP
 OM0607  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 OM0607
 OM0607  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0607  Standards:
 OM0607         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0607            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0607  -------------------------------------------------------------------
 OM0607  NETWORK    3.62   4.02           1.21   1.67   2.05     -0.13090822
 OM0607  -------------------------------------------------------------------
 OM0607  Click here for local accuracies and other accuracy information.
 OM0607
 OM0607.The horizontal coordinates were established by GPS observations
 OM0607.and adjusted by the National Geodetic Survey in June 2012.
 OM0607
 OM0607.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0607.been affixed to the stable North American tectonic plate. See 
 OM0607.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0607
 OM0607.The horizontal coordinates are valid at the epoch date displayed above
 OM0607.which is a decimal equivalence of Year/Month/Day.
 OM0607
 OM0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0607
 OM0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0607.GEOID18 height accuracy estimate available here.
 OM0607
 OM0607.Click photographs - Photos may exist for this station.
 OM0607
 OM0607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0607
 OM0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0607
 OM0607.The ellipsoidal height was determined by GPS observations
 OM0607.and is referenced to NAD 83.
 OM0607
 OM0607. The following values were computed from the NAD 83(2011) position.
 OM0607
 OM0607;                    North         East     Units Scale Factor Converg.
 OM0607;SPC WI S     -   126,041.927   640,550.501   MT  0.99994341   +0 20 32.9
 OM0607;SPC WI S     -   413,522.56  2,101,539.44   sFT  0.99994341   +0 20 32.9
 OM0607;UTM  16      - 4,778,677.609   296,537.501   MT  1.00010928   -1 42 39.3
 OM0607
 OM0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0607!SPC WI S     -   0.99995962  x   0.99994341  =   0.99990303
 OM0607!UTM  16      -   0.99995962  x   1.00010928  =   1.00006889
 OM0607
 OM0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9653778677(NAD 83)
 OM0607
 OM0607                          SUPERSEDED SURVEY CONTROL
 OM0607
 OM0607  NAD 83(2007)-  43 08 00.59698(N)    089 30 05.71151(W) AD(2002.00) 0
 OM0607  ELLIP H (02/10/07)  257.578  (m)                       GP(2002.00)    
 OM0607  NAD 83(1997)-  43 08 00.59695(N)    089 30 05.71215(W) AD(       ) 2
 OM0607  ELLIP H (06/17/02)  257.570  (m)                       GP(       ) 4 1
 OM0607  NAD 83(1991)-  43 08 00.59641(N)    089 30 05.71076(W) AD(       ) 2
 OM0607  ELLIP H (11/21/91)  257.677  (m)                       GP(       ) 4 1
 OM0607  NAD 83(1986)-  43 08 00.58957(N)    089 30 05.71796(W) AD(       ) 2
 OM0607  NAD 27      -  43 08 00.61240(N)    089 30 05.29271(W) AD(       ) 2
 OM0607  NGVD 29 (07/12/88)  292.1    (m)  RAPSU86  model used  GPS OBS        
 OM0607
 OM0607.Superseded values are not recommended for survey control.
 OM0607
 OM0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0607.See file dsdata.pdf to determine how the superseded data were derived.
 OM0607
 OM0607_MARKER: DD = SURVEY DISK
 OM0607_SETTING: 80 = SET IN A BOULDER
 OM0607_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0607+STABILITY: SURFACE MOTION
 OM0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0607+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0607
 OM0607  HISTORY     - Date     Condition        Report By
 OM0607  HISTORY     - 1987     MONUMENTED       WI-025
 OM0607
 OM0607                          STATION DESCRIPTION
 OM0607
 OM0607'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0607'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTHWEST OF MADISON,
 OM0607'7.2 KM (4.5 MI) SOUTHWEST OF WAUNAKEE, AND 4.0 KM (2.5 MI) NORTH OF
 OM0607'MIDDLETON ON THE ROAD RIGHT-OF-WAY.  OWNERSHIP--TOWN OF SPRINGFIELD,
 OM0607'LEONARD MEIER, CHAIRMAN, 6535 FISHER ROAD, WAUNAKEE WI 53597,
 OM0607'PHONE 608-831-8383.
 OM0607'
 OM0607'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLETON, GO EAST ON
 OM0607'ELMWOOD STREET FOR 0.2 KM (0.1 MI) TO PARMENTER STREET.  TURN LEFT
 OM0607'AND GO NORTH FOR 0.7 KM (0.45 MI) TO BELTLINE HIGHWAY (U.S. HIGHWAY
 OM0607'12).  TURN RIGHT AND GO NORTHEAST FOR 1.0 KM (0.65 MI) TO COUNTY
 OM0607'HIGHWAY M.  TURN RIGHT AND GO EASTERLY ON COUNTY HIGHWAY M (CENTURY
 OM0607'AVENUE) FOR 0.7 KM (0.45 MI) TO HIGH ROAD ON THE LEFT.  TURN LEFT
 OM0607'AND GO NORTH ON HIGH ROAD FOR 2.7 KM (1.7 MI) TO THE STATION AT
 OM0607'BALZER ROAD.
 OM0607'
 OM0607'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK THAT
 OM0607'IS---UNSTAMPED---, SET IN  THE TOP OF A BOULDER WHICH IS ABOUT 0.5
 OM0607'METERS IN DIAMETER.  LOCATED 12.1 METERS (39.7 FT) WEST OF WOODEN
 OM0607'POST HOLDING HIGH AND BALZER ROAD SIGNS, 11.6 METERS (38.1 FT) NORTH
 OM0607'OF HIGHWAY SIGN (BLACK AND YELLOW ARROW), 8.2 METERS (27.0 FT)
 OM0607'SOUTH OF POWER POLE NUMBER 18K6-95, AND 0.3 METERS (1.0 FT) EAST OF
 OM0607'A SMALL WITNESS POST.  NOTE- THE BOULDER IS IN A DRAINAGE DITCH WITH
 OM0607'OTHER SMALL ROCKS.
 OM0607'
 OM0607'DANE COUNTY, WISCONSIN 1987.
 OM0607'
 OM0607'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0607'
 OM0607'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0608 ***********************************************************************
 OM0608  DESIGNATION -  022
 OM0608  PID         -  OM0608
 OM0608  STATE/COUNTY-  WI/DANE
 OM0608  COUNTRY     -  US
 OM0608  USGS QUAD   -  BLUE MOUNDS (2018)
 OM0608
 OM0608                         *CURRENT SURVEY CONTROL
 OM0608  ______________________________________________________________________
 OM0608* NAD 83(2011) POSITION- 43 05 22.12692(N) 089 50 17.02020(W)   ADJUSTED
 OM0608* NAD 83(2011) ELLIP HT-   255.047 (meters)        (06/27/12)   ADJUSTED
 OM0608* NAD 83(2011) EPOCH   -  2010.00
 OM0608* NAVD 88 ORTHO HEIGHT -   289.2   (meters)      949.    (feet) VERTCON3
 OM0608  ______________________________________________________________________
 OM0608  GEOID HEIGHT    -        -34.203 (meters)                     GEOID18
 OM0608  NAD 83(2011) X  -     13,185.981 (meters)                     COMP
 OM0608  NAD 83(2011) Y  - -4,665,335.771 (meters)                     COMP
 OM0608  NAD 83(2011) Z  -  4,334,940.806 (meters)                     COMP
 OM0608  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 OM0608
 OM0608  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0608  Standards:
 OM0608         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0608            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0608  -------------------------------------------------------------------
 OM0608  NETWORK    2.84   2.78           0.73   1.38   1.42     -0.19684971
 OM0608  -------------------------------------------------------------------
 OM0608  Click here for local accuracies and other accuracy information.
 OM0608
 OM0608.The horizontal coordinates were established by GPS observations
 OM0608.and adjusted by the National Geodetic Survey in June 2012.
 OM0608
 OM0608.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0608.been affixed to the stable North American tectonic plate. See 
 OM0608.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0608
 OM0608.The horizontal coordinates are valid at the epoch date displayed above
 OM0608.which is a decimal equivalence of Year/Month/Day.
 OM0608
 OM0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0608
 OM0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0608.GEOID18 height accuracy estimate available here.
 OM0608
 OM0608.Click photographs - Photos may exist for this station.
 OM0608
 OM0608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0608
 OM0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0608
 OM0608.The ellipsoidal height was determined by GPS observations
 OM0608.and is referenced to NAD 83.
 OM0608
 OM0608. The following values were computed from the NAD 83(2011) position.
 OM0608
 OM0608;                    North         East     Units Scale Factor Converg.
 OM0608;SPC WI S     -   121,043.469   613,184.768   MT  0.99994727   +0 06 40.6
 OM0608;SPC WI S     -   397,123.45  2,011,757.03   sFT  0.99994727   +0 06 40.6
 OM0608;UTM  16      - 4,774,661.365   269,003.829   MT  1.00025646   -1 56 22.7
 OM0608
 OM0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0608!SPC WI S     -   0.99996000  x   0.99994727  =   0.99990728
 OM0608!UTM  16      -   0.99996000  x   1.00025646  =   1.00021645
 OM0608
 OM0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6900374661(NAD 83)
 OM0608
 OM0608                          SUPERSEDED SURVEY CONTROL
 OM0608
 OM0608  NAD 83(2007)-  43 05 22.12703(N)    089 50 17.02102(W) AD(2002.00) 0
 OM0608  ELLIP H (02/10/07)  255.099  (m)                       GP(2002.00)    
 OM0608  NAD 83(1997)-  43 05 22.12685(N)    089 50 17.02132(W) AD(       ) 2
 OM0608  ELLIP H (06/17/02)  255.078  (m)                       GP(       ) 4 1
 OM0608  NAD 83(1991)-  43 05 22.12636(N)    089 50 17.01987(W) AD(       ) 2
 OM0608  ELLIP H (11/21/91)  255.201  (m)                       GP(       ) 4 1
 OM0608  NAD 83(1986)-  43 05 22.11772(N)    089 50 17.02150(W) AD(       ) 2
 OM0608  NAD 27      -  43 05 22.13887(N)    089 50 16.57949(W) AD(       ) 2
 OM0608  NGVD 29 (07/12/88)  289.2    (m)  RAPSU86  model used  GPS OBS        
 OM0608
 OM0608.Superseded values are not recommended for survey control.
 OM0608
 OM0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0608.See file dsdata.pdf to determine how the superseded data were derived.
 OM0608
 OM0608_MARKER: I = METAL ROD
 OM0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0608_MAGNETIC: I = MARKER IS A STEEL ROD
 OM0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0608+STABILITY: SURFACE MOTION
 OM0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0608+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0608
 OM0608  HISTORY     - Date     Condition        Report By
 OM0608  HISTORY     - 1987     MONUMENTED       WI-025
 OM0608
 OM0608                          STATION DESCRIPTION
 OM0608
 OM0608'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0608'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTH-SOUTHEAST OF
 OM0608'MAZOMANIE, 8.0 KM (5.0 MI) SOUTHWEST OF BLACK EARTH, AND 7.2 KM
 OM0608'(4.5 MI) NORTH OF BLUE MOUNDS.  OWNERSHIP--JAMES R ZWETTLER, 11055
 OM0608'ZWETTLER ROAD, BLUE MOUNDS WI 53517, PHONE 608-767-3914.
 OM0608'
 OM0608'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND COUNTY
 OM0608'HIGHWAY KP, IN CROSS PLAINS, GO SOUTH ON COUNTY HIGHWAY KP THEN
 OM0608'WESTERLY FOR 12.5 KM (7.8 MI) TO THE JUNCTION OF COUNTY HIGHWAYS KP
 OM0608'AND F.
 OM0608'TURN LEFT AND GO SOUTH AND THEN WESTERLY ON COUNTY HIGHWAY F FOR
 OM0608'ABOUT 8.0 KM (5.0 MI) TO THE JUNCTION OF COUNTY HIGHWAYS F AND FF.
 OM0608'STAY ON COUNTY HIGHWAY F AND GO SOUTHERLY FOR 2.2 KM (1.4 MI) TO THE
 OM0608'JUNCTION OF COUNTY HIGHWAY F AND ZWETTLER ROAD.  TURN RIGHT AND GO
 OM0608'WEST FOR 1.6 KM (1.0 MI) TO THE STATION ON THE RIGHT.  2 STORY
 OM0608'HOUSE AND RED BARN ARE ON THE LEFT.  STATION IS LOCATED ALMOST IN
 OM0608'THE CORNER OF FENCE LINE ACROSS FROM HOUSE.
 OM0608'
 OM0608'THE STATION IS AN IRON ROD STAMPED---WITNESS MONUMENT---, SET IN A
 OM0608'ROUND CONCRETE MONUMENT 7 CM IN DIAMETER AND FLUSH WITH THE GROUND.
 OM0608'LOCATED 17.3 METERS (56.8 FT) NORTH OF THE CENTERLINE OF ZWETTLER
 OM0608'ROAD, 9.0 METERS (29.5 FT) NORTH FROM THE CORNER POST OF FENCE
 OM0608'LINE, AND 0.3 METERS (1.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS
 OM0608'POST.
 OM0608'
 OM0608'DANE COUNTY, WISCONSIN 1987.
 OM0608'
 OM0608'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0608'
 OM0608'DESCRIBED BY K.M. COALTER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0609 ***********************************************************************
 OM0609  DESIGNATION -  023
 OM0609  PID         -  OM0609
 OM0609  STATE/COUNTY-  WI/DANE
 OM0609  COUNTRY     -  US
 OM0609  USGS QUAD   -  BLUE MOUNDS (2018)
 OM0609
 OM0609                         *CURRENT SURVEY CONTROL
 OM0609  ______________________________________________________________________
 OM0609* NAD 83(2011) POSITION- 43 04 31.26243(N) 089 46 11.08524(W)   ADJUSTED
 OM0609* NAD 83(2011) ELLIP HT-   300.564 (meters)        (06/27/12)   ADJUSTED
 OM0609* NAD 83(2011) EPOCH   -  2010.00
 OM0609* NAVD 88 ORTHO HEIGHT -   334.7   (meters)     1098.    (feet) VERTCON3
 OM0609  ______________________________________________________________________
 OM0609  GEOID HEIGHT    -        -34.204 (meters)                     GEOID18
 OM0609  NAD 83(2011) X  -     18,753.015 (meters)                     COMP
 OM0609  NAD 83(2011) Y  - -4,666,422.167 (meters)                     COMP
 OM0609  NAD 83(2011) Z  -  4,333,825.415 (meters)                     COMP
 OM0609  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 OM0609
 OM0609  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0609  Standards:
 OM0609         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0609            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0609  -------------------------------------------------------------------
 OM0609  NETWORK    2.73   2.76           0.72   1.32   1.41     -0.24446420
 OM0609  -------------------------------------------------------------------
 OM0609  Click here for local accuracies and other accuracy information.
 OM0609
 OM0609.The horizontal coordinates were established by GPS observations
 OM0609.and adjusted by the National Geodetic Survey in June 2012.
 OM0609
 OM0609.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0609.been affixed to the stable North American tectonic plate. See 
 OM0609.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0609
 OM0609.The horizontal coordinates are valid at the epoch date displayed above
 OM0609.which is a decimal equivalence of Year/Month/Day.
 OM0609
 OM0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0609
 OM0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0609.GEOID18 height accuracy estimate available here.
 OM0609
 OM0609.Click photographs - Photos may exist for this station.
 OM0609
 OM0609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0609
 OM0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0609
 OM0609.The ellipsoidal height was determined by GPS observations
 OM0609.and is referenced to NAD 83.
 OM0609
 OM0609. The following values were computed from the NAD 83(2011) position.
 OM0609
 OM0609;                    North         East     Units Scale Factor Converg.
 OM0609;SPC WI S     -   119,486.982   618,751.196   MT  0.99994864   +0 09 29.6
 OM0609;SPC WI S     -   392,016.87  2,030,019.55   sFT  0.99994864   +0 09 29.6
 OM0609;UTM  16      - 4,772,906.166   274,512.607   MT  1.00022552   -1 53 32.7
 OM0609
 OM0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0609!SPC WI S     -   0.99995287  x   0.99994864  =   0.99990151
 OM0609!UTM  16      -   0.99995287  x   1.00022552  =   1.00017838
 OM0609
 OM0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7451272906(NAD 83)
 OM0609
 OM0609                          SUPERSEDED SURVEY CONTROL
 OM0609
 OM0609  NAD 83(2007)-  43 04 31.26252(N)    089 46 11.08613(W) AD(2002.00) 0
 OM0609  ELLIP H (02/10/07)  300.615  (m)                       GP(2002.00)    
 OM0609  NAD 83(1997)-  43 04 31.26237(N)    089 46 11.08638(W) AD(       ) 2
 OM0609  ELLIP H (06/17/02)  300.597  (m)                       GP(       ) 4 1
 OM0609  NAD 83(1991)-  43 04 31.26186(N)    089 46 11.08501(W) AD(       ) 2
 OM0609  ELLIP H (11/21/91)  300.717  (m)                       GP(       ) 4 1
 OM0609  NAD 83(1986)-  43 04 31.25318(N)    089 46 11.08445(W) AD(       ) 2
 OM0609  NAD 27      -  43 04 31.27212(N)    089 46 10.64112(W) AD(       ) 2
 OM0609  NGVD 29 (07/12/88)  334.7    (m)  RAPSU86  model used  GPS OBS        
 OM0609
 OM0609.Superseded values are not recommended for survey control.
 OM0609
 OM0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0609.See file dsdata.pdf to determine how the superseded data were derived.
 OM0609
 OM0609_MARKER: I = METAL ROD
 OM0609_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM0609_MAGNETIC: I = MARKER IS A STEEL ROD
 OM0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0609+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0609
 OM0609  HISTORY     - Date     Condition        Report By
 OM0609  HISTORY     - 1987     MONUMENTED       WI-025
 OM0609
 OM0609                          STATION DESCRIPTION
 OM0609
 OM0609'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0609'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF
 OM0609'BLUE MOUNDS, 7.2 KM (4.5 MI) NORTH-NORTHWEST OF MT HOREB, AND 7.2 KM
 OM0609'(4.5 MI) SOUTH-SOUTHWEST OF BLACK EARTH ALONG NORTH EDGE OF COUNTY
 OM0609'HIGHWAY JJ.  OWNERSHIP--DANE COUNTY, DEPT OF HIGHWAY AND
 OM0609'TRANSPORTATION, 2302 FISH HATCHERY ROAD, MADISON WI 53713,
 OM0609'PHONE 608-266-4261.
 OM0609'
 OM0609'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 14 AND
 OM0609'STATE HIGHWAY 78 IN BLACK EARTH, GO SOUTH ON STATE HIGHWAY 78 FOR
 OM0609'3.5 KM (2.2 MI) TO THE JUNCTION OF STATE HIGHWAY 78 AND COUNTY
 OM0609'HIGHWAY JJ.  TURN RIGHT AND GO SOUTHERLY ON COUNTY HIGHWAY JJ FOR
 OM0609'5.0 KM (3.1 MI) TO THE STATION ON THE RIGHT.
 OM0609'
 OM0609'THE STATION IS A 1-INCH IRON ROD STAMPED---WITNESS MONUMENT---, SET
 OM0609'IN AN IRREGULAR MASS OF CONCRETE
 OM0609'RECESSED 11 CM BELOW GROUND.
 OM0609'LOCATED 40.5 METERS (133.0 FT) EAST OF CENTERLINE OF DEAD END ROAD,
 OM0609'5.0 METERS (16.5 FT) NORTH OF CENTERLINE OF COUNTY HIGHWAY JJ,
 OM0609'AND 0.6 METERS (2.0 FT) SOUTH OF FIBERGLASS WITNESS POST.
 OM0609'
 OM0609'DANE COUNTY, WISCONSIN 1987.
 OM0609'
 OM0609'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0609'
 OM0609'DESCRIBED BY A.B. COLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8321 ***********************************************************************
 DP8321  DESIGNATION -  023420
 DP8321  PID         -  DP8321
 DP8321  STATE/COUNTY-  WI/MARINETTE
 DP8321  COUNTRY     -  US
 DP8321  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 DP8321
 DP8321                         *CURRENT SURVEY CONTROL
 DP8321  ______________________________________________________________________
 DP8321* NAD 83(1986) POSITION- 45 27 12.42   (N) 087 58 27.91   (W)   HD_HELD1
 DP8321* NAVD 88 ORTHO HEIGHT -   250.327 (meters)      821.28  (feet) ADJUSTED
 DP8321  ______________________________________________________________________
 DP8321  GEOID HEIGHT    -        -35.713 (meters)                     GEOID18
 DP8321  DYNAMIC HEIGHT  -        250.312 (meters)      821.23  (feet) COMP
 DP8321  MODELED GRAVITY -    980,553.1   (mgal)                       NAVD 88
 DP8321
 DP8321  VERT ORDER      -  SECOND    CLASS I
 DP8321
 DP8321.The horizontal coordinates were determined by differentially corrected
 DP8321.hand held GPS observations or other comparable positioning techniques
 DP8321.and have an estimated accuracy of +/- 3 meters.
 DP8321
 DP8321.The orthometric height was determined by differential leveling and
 DP8321.adjusted by the NATIONAL GEODETIC SURVEY
 DP8321.in February 2017.
 DP8321
 DP8321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8321.GEOID18 height accuracy estimate available here.
 DP8321
 DP8321.Click photographs - Photos may exist for this station.
 DP8321
 DP8321.The dynamic height is computed by dividing the NAVD 88
 DP8321.geopotential number by the normal gravity value computed on the
 DP8321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8321.degrees latitude (g = 980.6199 gals.).
 DP8321
 DP8321.The modeled gravity was interpolated from observed gravity values.
 DP8321
 DP8321;                    North         East    Units  Estimated Accuracy
 DP8321;SPC WI C     -   182,008.0     758,428.1     MT  (+/- 3 meters HH1 GPS) 
 DP8321
 DP8321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2380933786(NAD 83)
 DP8321
 DP8321                          SUPERSEDED SURVEY CONTROL
 DP8321
 DP8321.No superseded survey control is available for this station.
 DP8321
 DP8321_MARKER: DD = SURVEY DISK
 DP8321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8321_STAMPING: 023420 2000
 DP8321_MARK LOGO: WI-075
 DP8321_PROJECTION: FLUSH
 DP8321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8321+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2014
 DP8321
 DP8321  HISTORY     - Date     Condition        Report By
 DP8321  HISTORY     - 2000     MONUMENTED       WI-075
 DP8321  HISTORY     - 20141018 GOOD             WIDT
 DP8321
 DP8321                          STATION DESCRIPTION
 DP8321
 DP8321'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8321'HE STATION IS APPROXIMATELY 6.2 MI (10.0 KM) EAST-NORTHEAST OF
 DP8321'ATHELSTANE, 5.8 MI (9.3 KM) NORTH-NORTHWEST OF WAUSAUKEE AND 3.5 MI
 DP8321'(5.6 KM) SOUTH-SOUTHEAST OF AMBERG.
 DP8321'
 DP8321'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8321'HIGHWAY C IN THE VILLAGE OF WAUSAUKEE, GO NORTH ON US HIGHWAY 141 FOR
 DP8321'5.3 MI (8.5 KM) TO AMBERG-WAUSAUKEE ROAD.  TURN RIGHT AND GO EAST ON
 DP8321'AMBERG-WAUSAUKEE ROAD FOR 0.05 MI (0.1 KM) TO THE STATION ON THE
 DP8321'RIGHT.
 DP8321'
 DP8321'THE STATION IS 7.7 M (25.3 FT) SOUTH OF THE CENTERLINE OF
 DP8321'AMBERG-WAUSAUKEE ROAD, 36.9 M (121.1 FT) WEST OF A POWER POLE -3420
 DP8321'2W5-, 25.8 M (84.6 FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY
 DP8321'-W7692- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8321'PLASTIC WITNESS POSTS.
 DP8321'
 DP8321'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 65
 DP8321'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8321'GPS NETWORK CONTROL STATION DISK SET IN THE TOP OF A CONCRETE POST,
 DP8321'ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0610 ***********************************************************************
 OM0610  DESIGNATION -  024
 OM0610  PID         -  OM0610
 OM0610  STATE/COUNTY-  WI/DANE
 OM0610  COUNTRY     -  US
 OM0610  USGS QUAD   -  CROSS PLAINS (2018)
 OM0610
 OM0610                         *CURRENT SURVEY CONTROL
 OM0610  ______________________________________________________________________
 OM0610* NAD 83(2011) POSITION- 43 05 24.44484(N) 089 43 10.05547(W)   ADJUSTED
 OM0610* NAD 83(2011) ELLIP HT-   238.015 (meters)        (06/27/12)   ADJUSTED
 OM0610* NAD 83(2011) EPOCH   -  2010.00
 OM0610* NAVD 88 ORTHO HEIGHT -   272.2   (meters)      893.    (feet) VERTCON3
 OM0610  ______________________________________________________________________
 OM0610  GEOID HEIGHT    -        -34.254 (meters)                     GEOID18
 OM0610  NAD 83(2011) X  -     22,842.813 (meters)                     COMP
 OM0610  NAD 83(2011) Y  - -4,665,237.176 (meters)                     COMP
 OM0610  NAD 83(2011) Z  -  4,334,981.410 (meters)                     COMP
 OM0610  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 OM0610
 OM0610  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0610  Standards:
 OM0610         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0610            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0610  -------------------------------------------------------------------
 OM0610  NETWORK    2.94   2.98           0.74   1.43   1.52     -0.23157343
 OM0610  -------------------------------------------------------------------
 OM0610  Click here for local accuracies and other accuracy information.
 OM0610
 OM0610.The horizontal coordinates were established by GPS observations
 OM0610.and adjusted by the National Geodetic Survey in June 2012.
 OM0610
 OM0610.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0610.been affixed to the stable North American tectonic plate. See 
 OM0610.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0610
 OM0610.The horizontal coordinates are valid at the epoch date displayed above
 OM0610.which is a decimal equivalence of Year/Month/Day.
 OM0610
 OM0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0610
 OM0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0610.GEOID18 height accuracy estimate available here.
 OM0610
 OM0610.Click photographs - Photos may exist for this station.
 OM0610
 OM0610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0610
 OM0610.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0610
 OM0610.The ellipsoidal height was determined by GPS observations
 OM0610.and is referenced to NAD 83.
 OM0610
 OM0610. The following values were computed from the NAD 83(2011) position.
 OM0610
 OM0610;                    North         East     Units Scale Factor Converg.
 OM0610;SPC WI S     -   121,140.614   622,840.804   MT  0.99994721   +0 11 33.9
 OM0610;SPC WI S     -   397,442.16  2,043,436.87   sFT  0.99994721   +0 11 33.9
 OM0610;UTM  16      - 4,774,412.779   278,659.880   MT  1.00020272   -1 51 30.8
 OM0610
 OM0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0610!SPC WI S     -   0.99996268  x   0.99994721  =   0.99990989
 OM0610!UTM  16      -   0.99996268  x   1.00020272  =   1.00016539
 OM0610
 OM0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7865974412(NAD 83)
 OM0610
 OM0610                          SUPERSEDED SURVEY CONTROL
 OM0610
 OM0610  NAD 83(2007)-  43 05 24.44494(N)    089 43 10.05634(W) AD(2002.00) 0
 OM0610  ELLIP H (02/10/07)  238.066  (m)                       GP(2002.00)    
 OM0610  NAD 83(1997)-  43 05 24.44477(N)    089 43 10.05658(W) AD(       ) 2
 OM0610  ELLIP H (06/17/02)  238.047  (m)                       GP(       ) 4 1
 OM0610  NAD 83(1991)-  43 05 24.44426(N)    089 43 10.05519(W) AD(       ) 2
 OM0610  ELLIP H (11/21/91)  238.169  (m)                       GP(       ) 4 1
 OM0610  NAD 83(1986)-  43 05 24.43557(N)    089 43 10.05568(W) AD(       ) 2
 OM0610  NAD 27      -  43 05 24.45602(N)    089 43 09.61631(W) AD(       ) 2
 OM0610  NGVD 29 (07/12/88)  272.3    (m)  RAPSU86  model used  GPS OBS        
 OM0610
 OM0610.Superseded values are not recommended for survey control.
 OM0610
 OM0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0610.See file dsdata.pdf to determine how the superseded data were derived.
 OM0610
 OM0610_MARKER: DD = SURVEY DISK
 OM0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0610+STABILITY: SURFACE MOTION
 OM0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0610+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0610
 OM0610  HISTORY     - Date     Condition        Report By
 OM0610  HISTORY     - 1987     MONUMENTED       WI-025
 OM0610
 OM0610                          STATION DESCRIPTION
 OM0610
 OM0610'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0610'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI) SOUTHEAST OF
 OM0610'MAZOMANIE, 8.8 KM (5.5 MI) NORTH OF MT HOREB, 5.6 KM (3.5 MI)
 OM0610'SOUTHWEST OF CROSS PLAINS AND ON ROAD RIGHT-OF-WAY.
 OM0610'OWNERSHIP--TOWN OF CROSS PLAINS, WALTER HAACK, CHAIRMAN, 4235
 OM0610'GARFOOT ROAD, CROSS PLAINS WI 53528, PHONE 608-798-2650.
 OM0610'
 OM0610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND COUNTY
 OM0610'HIGHWAY KP IN CROSS PLAINS, GO WEST ON COUNTY HIGHWAY KP FOR 3.5 KM
 OM0610'(2.2 MI) TO UNION VALLEY ROAD.  TURN LEFT AND GO SOUTHERLY FOR 4.0
 OM0610'KM (2.5 MI) TO BRAUN ROAD.  TURN LEFT AND GO EAST FOR 0.8 KM (0.5
 OM0610'MI) TO STATION ON THE LEFT.
 OM0610'
 OM0610'THE STATION IS A STANDARD WI-025 DISK STAMPED---024 1987---, SET IN
 OM0610'THE TOP OF A ROUND CONCRETE MONUMENT 22 CM IN DIAMETER RECESSED 16
 OM0610'CM BELOW GROUND.  LOCATED 32.0 METERS (105.0 FT) EAST OF A
 OM0610'LARGE CULVERT, 5.5 METERS (18.0 FT) NORTHEAST OF ROAD CENTER, 4.9
 OM0610'METERS (16.1 FT) WEST OF FIELD ROAD ENTRANCE, AND 1.4 METERS (4.5
 OM0610'FT) SOUTHWEST FROM A SHORT UTILITY POLE AND A TELEPHONE COMPANY
 OM0610'CONTROL PANEL.
 OM0610'
 OM0610'DANE COUNTY, WISCONSIN 1987.
 OM0610'
 OM0610'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0610'
 OM0610'DESCRIBED BY D.D. DUNN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0611 ***********************************************************************
 OM0611  DESIGNATION -  026
 OM0611  PID         -  OM0611
 OM0611  STATE/COUNTY-  WI/DANE
 OM0611  COUNTRY     -  US
 OM0611  USGS QUAD   -  MIDDLETON (2018)
 OM0611
 OM0611                         *CURRENT SURVEY CONTROL
 OM0611  ______________________________________________________________________
 OM0611* NAD 83(2011) POSITION- 43 04 36.28310(N) 089 36 03.44335(W)   ADJUSTED
 OM0611* NAD 83(2011) ELLIP HT-   332.102 (meters)        (06/27/12)   ADJUSTED
 OM0611* NAD 83(2011) EPOCH   -  2010.00
 OM0611* NAVD 88 ORTHO HEIGHT -   366.4   (meters)     1202.    (feet) VERTCON3
 OM0611  ______________________________________________________________________
 OM0611  GEOID HEIGHT    -        -34.245 (meters)                     GEOID18
 OM0611  NAD 83(2011) X  -     32,499.295 (meters)                     COMP
 OM0611  NAD 83(2011) Y  - -4,666,263.891 (meters)                     COMP
 OM0611  NAD 83(2011) Z  -  4,333,960.132 (meters)                     COMP
 OM0611  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 OM0611
 OM0611  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0611  Standards:
 OM0611         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0611            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0611  -------------------------------------------------------------------
 OM0611  NETWORK    3.42   3.94           1.10   1.59   2.01     -0.20261499
 OM0611  -------------------------------------------------------------------
 OM0611  Click here for local accuracies and other accuracy information.
 OM0611
 OM0611.The horizontal coordinates were established by GPS observations
 OM0611.and adjusted by the National Geodetic Survey in June 2012.
 OM0611
 OM0611.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0611.been affixed to the stable North American tectonic plate. See 
 OM0611.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0611
 OM0611.The horizontal coordinates are valid at the epoch date displayed above
 OM0611.which is a decimal equivalence of Year/Month/Day.
 OM0611
 OM0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0611
 OM0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0611.GEOID18 height accuracy estimate available here.
 OM0611
 OM0611.Click photographs - Photos may exist for this station.
 OM0611
 OM0611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0611
 OM0611.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0611
 OM0611.The ellipsoidal height was determined by GPS observations
 OM0611.and is referenced to NAD 83.
 OM0611
 OM0611. The following values were computed from the NAD 83(2011) position.
 OM0611
 OM0611;                    North         East     Units Scale Factor Converg.
 OM0611;SPC WI S     -   119,693.775   632,496.071   MT  0.99994850   +0 16 27.1
 OM0611;SPC WI S     -   392,695.33  2,075,114.19   sFT  0.99994850   +0 16 27.1
 OM0611;UTM  16      - 4,772,620.858   288,259.370   MT  1.00015157   -1 46 37.4
 OM0611
 OM0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0611!SPC WI S     -   0.99994792  x   0.99994850  =   0.99989642
 OM0611!UTM  16      -   0.99994792  x   1.00015157  =   1.00009948
 OM0611
 OM0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8825972620(NAD 83)
 OM0611
 OM0611                          SUPERSEDED SURVEY CONTROL
 OM0611
 OM0611  NAD 83(2007)-  43 04 36.28322(N)    089 36 03.44424(W) AD(2002.00) 0
 OM0611  ELLIP H (02/10/07)  332.146  (m)                       GP(2002.00)    
 OM0611  NAD 83(1997)-  43 04 36.28308(N)    089 36 03.44454(W) AD(       ) 2
 OM0611  ELLIP H (06/17/02)  332.137  (m)                       GP(       ) 4 1
 OM0611  NAD 83(1991)-  43 04 36.28260(N)    089 36 03.44323(W) AD(       ) 2
 OM0611  ELLIP H (11/21/91)  332.241  (m)                       GP(       ) 4 1
 OM0611  NAD 83(1986)-  43 04 36.27414(N)    089 36 03.44587(W) AD(       ) 2
 OM0611  NAD 27      -  43 04 36.29276(N)    089 36 03.00653(W) AD(       ) 2
 OM0611  NGVD 29 (07/12/88)  366.4    (m)  RAPSU86  model used  GPS OBS        
 OM0611
 OM0611.Superseded values are not recommended for survey control.
 OM0611
 OM0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0611.See file dsdata.pdf to determine how the superseded data were derived.
 OM0611
 OM0611_MARKER: DD = SURVEY DISK
 OM0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0611+STABILITY: SURFACE MOTION
 OM0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0611+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0611
 OM0611  HISTORY     - Date     Condition        Report By
 OM0611  HISTORY     - 1987     MONUMENTED       WI-025
 OM0611
 OM0611                          STATION DESCRIPTION
 OM0611
 OM0611'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0611'THE STATION IS LOCATED ABOUT 11.2 KM (6.8 MI) NORTH-NORTHWEST OF MT
 OM0611'HOREB, 9.2 KM (5.7 MI) NORTH-NORTHEAST OF VERONA, 6.4 KM (4.0 MI)
 OM0611'EAST-SOUTHEAST OF MIDDLETON, AND 4.8 KM (3.0 MI) SOUTHEAST OF CROSS
 OM0611'PLAINS ON ROAD RIGHT-OF-WAY.  OWNERSHIP--TOWN OF CROSS PLAINS,
 OM0611'WALTER HAACK, CHAIRMAN, 4235 GARFOOT ROAD, CROSS PLAINS WI 58528,
 OM0611'PHONE 608-798-2650.
 OM0611'
 OM0611'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 OM0611'COUNTY HIGHWAY P IN CROSS PLAINS, GO EAST ON U.S. HIGHWAY 14 FOR
 OM0611'3.8 KM (2.4 MI) TO CLEVELAND ROAD ON THE RIGHT.  TURN RIGHT ON
 OM0611'CLEVELAND ROAD AND GO SOUTH FOR 1.6 KM (1.0 MI) TO OLD SAUK PASS
 OM0611'ROAD.  TURN LEFT AND GO EAST AND THEN SOUTH FOR 1.0 KM (0.6 MI) TO
 OM0611'THE STATION ON THE RIGHT.
 OM0611'
 OM0611'THE STATION IS A STANDARD WI-025 DISK STAMPED---026 1987---, SET
 OM0611'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED
 OM0611'11 CM BELOW GROUND.  LOCATED 14.3 METERS (47.0 FT)
 OM0611'SOUTHWEST OF A UTILITY POLE, 13.7 METERS (45.0 FT) NORTHWEST FROM
 OM0611'THE CENTERLINE OF A PRIVATE DRIVEWAY, 5.2 METERS (17.1 FT) WEST OF
 OM0611'ROAD CENTER, AND 1.4 METERS (4.5 FT) WEST OF PAVEMENT EDGE.
 OM0611'
 OM0611'DANE COUNTY, WISCONSIN 1987.
 OM0611'
 OM0611'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0611'
 OM0611'DESCRIBED BY D.D. DUNN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0612 ***********************************************************************
 OM0612  DESIGNATION -  027
 OM0612  PID         -  OM0612
 OM0612  STATE/COUNTY-  WI/DANE
 OM0612  COUNTRY     -  US
 OM0612  USGS QUAD   -  MIDDLETON (2018)
 OM0612
 OM0612                         *CURRENT SURVEY CONTROL
 OM0612  ______________________________________________________________________
 OM0612* NAD 83(2011) POSITION- 43 05 21.70994(N) 089 32 28.99816(W)   ADJUSTED
 OM0612* NAD 83(2011) ELLIP HT-   300.105 (meters)        (06/27/12)   ADJUSTED
 OM0612* NAD 83(2011) EPOCH   -  2010.00
 OM0612* NAVD 88 ORTHO HEIGHT -   334.5   (meters)     1097.    (feet) VERTCON3
 OM0612  ______________________________________________________________________
 OM0612  GEOID HEIGHT    -        -34.278 (meters)                     GEOID18
 OM0612  NAD 83(2011) X  -     37,342.751 (meters)                     COMP
 OM0612  NAD 83(2011) Y  - -4,665,246.650 (meters)                     COMP
 OM0612  NAD 83(2011) Z  -  4,334,962.189 (meters)                     COMP
 OM0612  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 OM0612
 OM0612  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0612  Standards:
 OM0612         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0612            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0612  -------------------------------------------------------------------
 OM0612  NETWORK    4.20   4.35           1.22   1.99   2.22     -0.28234216
 OM0612  -------------------------------------------------------------------
 OM0612  Click here for local accuracies and other accuracy information.
 OM0612
 OM0612.The horizontal coordinates were established by GPS observations
 OM0612.and adjusted by the National Geodetic Survey in June 2012.
 OM0612
 OM0612.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0612.been affixed to the stable North American tectonic plate. See 
 OM0612.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0612
 OM0612.The horizontal coordinates are valid at the epoch date displayed above
 OM0612.which is a decimal equivalence of Year/Month/Day.
 OM0612
 OM0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0612
 OM0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0612.GEOID18 height accuracy estimate available here.
 OM0612
 OM0612.Click photographs - Photos may exist for this station.
 OM0612
 OM0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0612
 OM0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0612
 OM0612.The ellipsoidal height was determined by GPS observations
 OM0612.and is referenced to NAD 83.
 OM0612
 OM0612. The following values were computed from the NAD 83(2011) position.
 OM0612
 OM0612;                    North         East     Units Scale Factor Converg.
 OM0612;SPC WI S     -   121,120.478   637,339.239   MT  0.99994728   +0 18 54.4
 OM0612;SPC WI S     -   397,376.10  2,091,003.82   sFT  0.99994728   +0 18 54.4
 OM0612;UTM  16      - 4,773,873.508   293,151.442   MT  1.00012638   -1 44 12.2
 OM0612
 OM0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0612!SPC WI S     -   0.99995294  x   0.99994728  =   0.99990022
 OM0612!UTM  16      -   0.99995294  x   1.00012638  =   1.00007931
 OM0612
 OM0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9315173873(NAD 83)
 OM0612
 OM0612                          SUPERSEDED SURVEY CONTROL
 OM0612
 OM0612  NAD 83(2007)-  43 05 21.71006(N)    089 32 28.99906(W) AD(2002.00) 0
 OM0612  ELLIP H (02/10/07)  300.150  (m)                       GP(2002.00)    
 OM0612  NAD 83(1997)-  43 05 21.70992(N)    089 32 28.99936(W) AD(       ) 2
 OM0612  ELLIP H (06/17/02)  300.138  (m)                       GP(       ) 4 1
 OM0612  NAD 83(1991)-  43 05 21.70943(N)    089 32 28.99808(W) AD(       ) 2
 OM0612  ELLIP H (11/21/91)  300.239  (m)                       GP(       ) 4 1
 OM0612  NAD 83(1986)-  43 05 21.70076(N)    089 32 29.00047(W) AD(       ) 2
 OM0612  NAD 27      -  43 05 21.72076(N)    089 32 28.56326(W) AD(       ) 2
 OM0612  NGVD 29 (07/12/88)  334.5    (m)  RAPSU86  model used  GPS OBS        
 OM0612
 OM0612.Superseded values are not recommended for survey control.
 OM0612
 OM0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0612.See file dsdata.pdf to determine how the superseded data were derived.
 OM0612
 OM0612_MARKER: DD = SURVEY DISK
 OM0612_SETTING: 0 = UNSPECIFIED SETTING
 OM0612_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0612+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0612
 OM0612  HISTORY     - Date     Condition        Report By
 OM0612  HISTORY     - 1987     MONUMENTED       WI-025
 OM0612
 OM0612                          STATION DESCRIPTION
 OM0612
 OM0612'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0612'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH-NORTHWEST OF
 OM0612'MADISON, 9.7 KM (6.0 MI) SOUTHEAST OF CROSS PLAINS, 3.2 KM (2.0 MI)
 OM0612'WEST OF MIDDLETON.  OWNERSHIP--PLEASANT VIEW PUBLIC GOLF COURSE,
 OM0612'JERRY KESSENICH, MANAGER, 4279 PLEASANT VIEW ROAD, MIDDLETON WI
 OM0612'53562, PHONE 608-836-1792, 831-6666 OR 831-8876 (HOME).
 OM0612'
 OM0612'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLETON, GO EAST ON
 OM0612'ELMWOOD STREET FOR 0.2 KM (0.1 MI) TO PARMENTER STREET.  TURN LEFT
 OM0612'AND GO NORTH FOR 0.7 KM (0.45 MI) TO BELTLINE HIGHWAY (U.S. HIGHWAY
 OM0612'12).  TURN LEFT AND GO SOUTHERLY FOR 0.2 KM (0.1 MI) TO U.S. HIGHWAY
 OM0612'14.  TURN RIGHT AND GO SOUTHERLY ON ENTRANCE RAMP FOR 0.5 KM (0.3
 OM0612'MI) TO U.S. HIGHWAY 14.  TURN RIGHT AND GO WEST FOR 1.4 KM (0.85 MI)
 OM0612'TO PLEASANT VIEW ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.8
 OM0612'KM (0.5 MI) TO THE ENTRANCE ROAD TO GOLF COURSE.  TURN RIGHT AND
 OM0612'FOLLOW PAVED ROAD WEST FOR 0.5 KM (0.3 MI) TO THE STATION ON THE
 OM0612'RIGHT NEAR FENCE AND UNDER POWER LINE.
 OM0612'
 OM0612'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK THAT
 OM0612'IS---UNSTAMPED---, SET IN CONCRETE PROJECTING 10 CM ABOVE GROUND.
 OM0612'LOCATED 9.3 METERS (30.5 FT)
 OM0612'NORTH OF ROAD CENTER, 8.2 METERS (27.0 FT) WEST OF
 OM0612'POWER POLE NUMBER STR 27, 0.3 METERS (1.0 FT) SOUTH OF FENCE CORNER
 OM0612'AND NEXT TO GOLF COURSE.
 OM0612'
 OM0612'DANE COUNTY, WISCONSIN 1987.
 OM0612'
 OM0612'THIS STATION IS SUITABLE FOR GPS SURVEY.
 OM0612'
 OM0612'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0613 ***********************************************************************
 OM0613  DESIGNATION -  028
 OM0613  PID         -  OM0613
 OM0613  STATE/COUNTY-  WI/DANE
 OM0613  COUNTRY     -  US
 OM0613  USGS QUAD   -  BLUE MOUNDS (2018)
 OM0613
 OM0613                         *CURRENT SURVEY CONTROL
 OM0613  ______________________________________________________________________
 OM0613* NAD 83(2011) POSITION- 43 01 02.03180(N) 089 50 18.20414(W)   ADJUSTED
 OM0613* NAD 83(2011) ELLIP HT-   346.316 (meters)        (06/27/12)   ADJUSTED
 OM0613* NAD 83(2011) EPOCH   -  2010.00
 OM0613* NAVD 88 ORTHO HEIGHT -   380.2   (meters)     1247.    (feet) VERTCON3
 OM0613  ______________________________________________________________________
 OM0613  GEOID HEIGHT    -        -34.030 (meters)                     GEOID18
 OM0613  NAD 83(2011) X  -     13,174.846 (meters)                     COMP
 OM0613  NAD 83(2011) Y  - -4,670,882.213 (meters)                     COMP
 OM0613  NAD 83(2011) Z  -  4,329,137.818 (meters)                     COMP
 OM0613  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 OM0613
 OM0613  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0613  Standards:
 OM0613         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0613            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0613  -------------------------------------------------------------------
 OM0613  NETWORK    2.80   2.78           0.71   1.36   1.42     -0.23387290
 OM0613  -------------------------------------------------------------------
 OM0613  Click here for local accuracies and other accuracy information.
 OM0613
 OM0613.The horizontal coordinates were established by GPS observations
 OM0613.and adjusted by the National Geodetic Survey in June 2012.
 OM0613
 OM0613.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0613.been affixed to the stable North American tectonic plate. See 
 OM0613.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0613
 OM0613.The horizontal coordinates are valid at the epoch date displayed above
 OM0613.which is a decimal equivalence of Year/Month/Day.
 OM0613
 OM0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0613
 OM0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0613.GEOID18 height accuracy estimate available here.
 OM0613
 OM0613.Click photographs - Photos may exist for this station.
 OM0613
 OM0613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0613
 OM0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0613
 OM0613.The ellipsoidal height was determined by GPS observations
 OM0613.and is referenced to NAD 83.
 OM0613
 OM0613. The following values were computed from the NAD 83(2011) position.
 OM0613
 OM0613;                    North         East     Units Scale Factor Converg.
 OM0613;SPC WI S     -   113,017.451   613,173.547   MT  0.99995488   +0 06 39.8
 OM0613;SPC WI S     -   370,791.42  2,011,720.21   sFT  0.99995488   +0 06 39.8
 OM0613;UTM  16      - 4,766,638.426   268,705.475   MT  1.00025817   -1 56 14.1
 OM0613
 OM0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0613!SPC WI S     -   0.99994569  x   0.99995488  =   0.99990058
 OM0613!UTM  16      -   0.99994569  x   1.00025817  =   1.00020385
 OM0613
 OM0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6870566638(NAD 83)
 OM0613
 OM0613                          SUPERSEDED SURVEY CONTROL
 OM0613
 OM0613  NAD 83(2007)-  43 01 02.03190(N)    089 50 18.20504(W) AD(2002.00) 0
 OM0613  ELLIP H (02/10/07)  346.367  (m)                       GP(2002.00)    
 OM0613  NAD 83(1997)-  43 01 02.03173(N)    089 50 18.20527(W) AD(       ) 2
 OM0613  ELLIP H (06/17/02)  346.350  (m)                       GP(       ) 4 1
 OM0613  NAD 83(1991)-  43 01 02.03124(N)    089 50 18.20392(W) AD(       ) 2
 OM0613  ELLIP H (11/21/91)  346.471  (m)                       GP(       ) 4 1
 OM0613  NAD 83(1986)-  43 01 02.02239(N)    089 50 18.20178(W) AD(       ) 2
 OM0613  NAD 27      -  43 01 02.03535(N)    089 50 17.75591(W) AD(       ) 2
 OM0613  NGVD 29 (07/12/88)  380.2    (m)  RAPSU86  model used  GPS OBS        
 OM0613
 OM0613.Superseded values are not recommended for survey control.
 OM0613
 OM0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0613.See file dsdata.pdf to determine how the superseded data were derived.
 OM0613
 OM0613_MARKER: DD = SURVEY DISK
 OM0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0613+STABILITY: SURFACE MOTION
 OM0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0613+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 OM0613
 OM0613  HISTORY     - Date     Condition        Report By
 OM0613  HISTORY     - 1987     MONUMENTED       WI-025
 OM0613  HISTORY     - 20060818 GOOD             INDIV
 OM0613
 OM0613                          STATION DESCRIPTION
 OM0613
 OM0613'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0613'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTH-SOUTHWEST OF
 OM0613'BLACK EARTH, 8.0 KM (5.0 MI) WEST OF MT HOREB, AND 0.8 KM (0.5 MI)
 OM0613'WEST OF BLUE MOUNDS.  OWNERSHIP--DANE COUNTY, DEPT OF HIGHWAY AND
 OM0613'TRANSPORTATION, 2302 FISH HATCHERY ROAD, MADISON WI 53713,
 OM0613'PHONE 608-266-4261.
 OM0613'
 OM0613'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 18, 151
 OM0613'AND COUNTY HIGHWAY F IN BLUE MOUNDS, GO NORTH ON COUNTY HIGHWAY F
 OM0613'FOR 0.3 KM (0.2 MI) TO COUNTY HIGHWAY ID.  TURN LEFT AND GO WEST ON
 OM0613'COUNTY HIGHWAY ID FOR 1.0 KM (0.65 MI) TO THE STATION ON THE RIGHT.
 OM0613'
 OM0613'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK THAT
 OM0613'IS---UNSTAMPED---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 OM0613'13 CM ON SIDE FLUSH WITH THE GROUND.  LOCATED 13.3 METERS (43.7 FT)
 OM0613'NORTH OF CENTERLINE OF COUNTY HIGHWAY ID, 9.1 METERS (29.8 FT)
 OM0613'WEST-NORTHWEST OF GAS PIPELINE SIGN, 5.9 METERS SOUTHEAST OF POWER
 OM0613'POLE 015, AND 5.5 METERS (18.0 FT) NORTH OF IOWA COUNTY SIGN.
 OM0613'
 OM0613'DANE COUNTY, WISCONSIN 1987.
 OM0613'
 OM0613'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0613'
 OM0613'DESCRIBED BY P.E. BLANCHARD.
 OM0613
 OM0613                          STATION RECOVERY (2006)
 OM0613
 OM0613'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JMB)
 OM0613'LOCATED AT TOE OF FILL AREA (NORTH R/W) OF COUNTY TRUNK HIGHWAY ID AT
 OM0613'IOWA/DANE COUNTY LINE.  BOX ELDER TREES CLOSE TO MARK ARE 10-15' TALL
 OM0613'AND COULD BECOME A PROBLEM FOR GPS USE IN THE NEAR FUTURE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0614 ***********************************************************************
 OM0614  DESIGNATION -  029
 OM0614  PID         -  OM0614
 OM0614  STATE/COUNTY-  WI/DANE
 OM0614  COUNTRY     -  US
 OM0614  USGS QUAD   -  BLUE MOUNDS (2018)
 OM0614
 OM0614                         *CURRENT SURVEY CONTROL
 OM0614  ______________________________________________________________________
 OM0614* NAD 83(2011) POSITION- 43 01 54.85053(N) 089 46 11.65197(W)   ADJUSTED
 OM0614* NAD 83(2011) ELLIP HT-   323.750 (meters)        (06/27/12)   ADJUSTED
 OM0614* NAD 83(2011) EPOCH   -  2010.00
 OM0614* NAVD 88 ORTHO HEIGHT -   357.7   (meters)     1174.    (feet) VERTCON3
 OM0614  ______________________________________________________________________
 OM0614  GEOID HEIGHT    -        -34.111 (meters)                     GEOID18
 OM0614  NAD 83(2011) X  -     18,753.496 (meters)                     COMP
 OM0614  NAD 83(2011) Y  - -4,669,734.451 (meters)                     COMP
 OM0614  NAD 83(2011) Z  -  4,330,314.074 (meters)                     COMP
 OM0614  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 OM0614
 OM0614  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0614  Standards:
 OM0614         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0614            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0614  -------------------------------------------------------------------
 OM0614  NETWORK    2.78   3.10           0.82   1.32   1.58     -0.22874585
 OM0614  -------------------------------------------------------------------
 OM0614  Click here for local accuracies and other accuracy information.
 OM0614
 OM0614.The horizontal coordinates were established by GPS observations
 OM0614.and adjusted by the National Geodetic Survey in June 2012.
 OM0614
 OM0614.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0614.been affixed to the stable North American tectonic plate. See 
 OM0614.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0614
 OM0614.The horizontal coordinates are valid at the epoch date displayed above
 OM0614.which is a decimal equivalence of Year/Month/Day.
 OM0614
 OM0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0614
 OM0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0614.GEOID18 height accuracy estimate available here.
 OM0614
 OM0614.Click photographs - Photos may exist for this station.
 OM0614
 OM0614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0614
 OM0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0614
 OM0614.The ellipsoidal height was determined by GPS observations
 OM0614.and is referenced to NAD 83.
 OM0614
 OM0614. The following values were computed from the NAD 83(2011) position.
 OM0614
 OM0614;                    North         East     Units Scale Factor Converg.
 OM0614;SPC WI S     -   114,660.427   618,751.694   MT  0.99995321   +0 09 29.2
 OM0614;SPC WI S     -   376,181.75  2,030,021.18   sFT  0.99995321   +0 09 29.2
 OM0614;UTM  16      - 4,768,081.355   274,340.415   MT  1.00022649   -1 53 27.6
 OM0614
 OM0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0614!SPC WI S     -   0.99994923  x   0.99995321  =   0.99990244
 OM0614!UTM  16      -   0.99994923  x   1.00022649  =   1.00017571
 OM0614
 OM0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7434068081(NAD 83)
 OM0614
 OM0614                          SUPERSEDED SURVEY CONTROL
 OM0614
 OM0614  NAD 83(2007)-  43 01 54.85062(N)    089 46 11.65285(W) AD(2002.00) 0
 OM0614  ELLIP H (02/10/07)  323.798  (m)                       GP(2002.00)    
 OM0614  NAD 83(1997)-  43 01 54.85047(N)    089 46 11.65311(W) AD(       ) 2
 OM0614  ELLIP H (06/17/02)  323.783  (m)                       GP(       ) 4 1
 OM0614  NAD 83(1991)-  43 01 54.84998(N)    089 46 11.65174(W) AD(       ) 2
 OM0614  ELLIP H (11/21/91)  323.898  (m)                       GP(       ) 4 1
 OM0614  NAD 83(1986)-  43 01 54.84146(N)    089 46 11.65116(W) AD(       ) 2
 OM0614  NAD 27      -  43 01 54.85542(N)    089 46 11.20835(W) AD(       ) 2
 OM0614  NGVD 29 (07/12/88)  357.8    (m)  RAPSU86  model used  GPS OBS        
 OM0614
 OM0614.Superseded values are not recommended for survey control.
 OM0614
 OM0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0614.See file dsdata.pdf to determine how the superseded data were derived.
 OM0614
 OM0614_MARKER: DD = SURVEY DISK
 OM0614_SETTING: 0 = UNSPECIFIED SETTING
 OM0614_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0614+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0614
 OM0614  HISTORY     - Date     Condition        Report By
 OM0614  HISTORY     - 1987     MONUMENTED       WI-025
 OM0614
 OM0614                          STATION DESCRIPTION
 OM0614
 OM0614'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0614'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) EAST-NORTHEAST OF BLUE
 OM0614'MOUNDS, 4.8 KM (3.0 MI) SOUTHEAST OF ELVERS, 2.4 KM (1.5 MI)
 OM0614'NORTHWEST OF MT HOREB, AND ON CREST OF A HILL.  OWNERSHIP--TOWN OF
 OM0614'BLUE MOUNDS, ARTHUR BERGUM, CHAIRMAN, 2881 BERGUM ROAD, MT HOREB WI
 OM0614'53572, PHONE 608-437-5449.
 OM0614'
 OM0614'TO REACH THE STATION FROM MT HOREB AT JUNCTION OF U.S. HIGHWAYS
 OM0614'18, 151, STATE HIGHWAY 78 (BUSINESS) AND STATE HIGHWAY 92, GO WEST ON
 OM0614'U.S. HIGHWAYS 18, 151 AND STATE HIGHWAY 78 FOR 2.6 KM (1.6 MI) TO
 OM0614'COUNTY HIGHWAY ID.  CONTINUE AHEAD ON COUNTY HIGHWAY ID FOR 0.9 KM
 OM0614'(0.55 MI) TO COUNTY HIGHWAY E.  TURN RIGHT AND GO NORTH ON COUNTY
 OM0614'HIGHWAY E (NORTH ROAD) FOR 3.O KM (1.85 MI) TO THE STATION AT CREST
 OM0614'OF A HILL.
 OM0614'
 OM0614'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK THAT
 OM0614'IS---UNSTAMPED---, SET IN A HOLE IN ROAD PAVEMENT 2 CM BELOW ROAD
 OM0614'SURFACE.  LOCATED 7.3 METERS (24.0 FT) SOUTHWEST OF LONE POWER POLE,
 OM0614'NO LINES ON IT, 3.5 METERS (11.5 FT) EAST OF THE WEST EDGE OF ROAD,
 OM0614'AND 2.4 METERS (8.0 FT) WEST OF THE EAST EDGE OF ROAD.
 OM0614'
 OM0614'DANE COUNTY, WISCONSIN 1987.
 OM0614'
 OM0614'THIS STATION IS SUITABLE FOR GPS SURVEYS BUT REQUIRES TRAFFIC
 OM0614'CONTROL.
 OM0614'
 OM0614'DESCRIBED BY J.N. LEONHARDT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5398 ***********************************************************************
 DH5398  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5398  DESIGNATION -  03 151W
 DH5398  PID         -  DH5398
 DH5398  STATE/COUNTY-  WI/MONROE
 DH5398  COUNTRY     -  US
 DH5398  USGS QUAD   -  KENDALL WEST (2018)
 DH5398
 DH5398                         *CURRENT SURVEY CONTROL
 DH5398  ______________________________________________________________________
 DH5398* NAD 83(2011) POSITION- 43 48 14.98989(N) 090 28 46.12813(W)   ADJUSTED
 DH5398* NAD 83(2011) ELLIP HT-   388.777 (meters)        (06/27/12)   ADJUSTED
 DH5398* NAD 83(2011) EPOCH   -  2010.00
 DH5398* NAVD 88 ORTHO HEIGHT -   422.73  (meters)     1386.9   (feet) GPS OBS
 DH5398  ______________________________________________________________________
 DH5398  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5398  GEOID HEIGHT    -        -33.951 (meters)                     GEOID12A
 DH5398  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 DH5398  NAD 83(2011) X  -    -38,585.435 (meters)                     COMP
 DH5398  NAD 83(2011) Y  - -4,610,684.071 (meters)                     COMP
 DH5398  NAD 83(2011) Z  -  4,392,682.505 (meters)                     COMP
 DH5398  LAPLACE CORR    -         -6.64  (seconds)                    DEFLEC18
 DH5398
 DH5398  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5398  Standards:
 DH5398         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5398            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5398  -------------------------------------------------------------------
 DH5398  NETWORK    0.24   0.37           0.11   0.08   0.19      0.12643217
 DH5398  -------------------------------------------------------------------
 DH5398  Click here for local accuracies and other accuracy information.
 DH5398
 DH5398.The horizontal coordinates were established by GPS observations
 DH5398.and adjusted by the National Geodetic Survey in June 2012.
 DH5398
 DH5398.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5398.been affixed to the stable North American tectonic plate. See 
 DH5398.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5398
 DH5398.The horizontal coordinates are valid at the epoch date displayed above
 DH5398.which is a decimal equivalence of Year/Month/Day.
 DH5398
 DH5398.The orthometric height was determined by GPS observations and a
 DH5398.high-resolution geoid model using precise GPS observation and
 DH5398.processing techniques.
 DH5398
 DH5398.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5398.GEOID18 height accuracy estimate available here.
 DH5398
 DH5398.Click photographs - Photos may exist for this station.
 DH5398
 DH5398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5398
 DH5398.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5398
 DH5398.The ellipsoidal height was determined by GPS observations
 DH5398.and is referenced to NAD 83.
 DH5398
 DH5398. The following values were computed from the NAD 83(2011) position.
 DH5398
 DH5398;                    North         East     Units Scale Factor Converg.
 DH5398;SPC WI S     -   200,539.217   561,418.325   MT  0.99995724   -0 19 46.0
 DH5398;SPC WI S     -   657,935.75  1,841,919.95   sFT  0.99995724   -0 19 46.0
 DH5398;UTM  15      - 4,853,210.033   702,746.778   MT  1.00010562   +1 44 43.0
 DH5398
 DH5398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5398!SPC WI S     -   0.99993904  x   0.99995724  =   0.99989628
 DH5398!UTM  15      -   0.99993904  x   1.00010562  =   1.00004465
 DH5398
 DH5398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0274653210(NAD 83)
 DH5398
 DH5398                          SUPERSEDED SURVEY CONTROL
 DH5398
 DH5398  NAD 83(2007)-  43 48 14.98989(N)    090 28 46.12895(W) AD(2002.00) 0
 DH5398  ELLIP H (02/10/07)  388.810  (m)                       GP(2002.00)    
 DH5398  NAD 83(1997)-  43 48 14.98986(N)    090 28 46.12942(W) AD(       ) 1
 DH5398  ELLIP H (08/01/05)  388.807  (m)                       GP(       ) 2 1
 DH5398  NAVD 88 (07/26/07)  422.72   (m)  GEOID03  model used  GPS OBS        
 DH5398
 DH5398.Superseded values are not recommended for survey control.
 DH5398
 DH5398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5398.See file dsdata.pdf to determine how the superseded data were derived.
 DH5398
 DH5398_MARKER: DD = SURVEY DISK
 DH5398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5398_STAMPING: 03-151W 1997
 DH5398_MARK LOGO: WI-081
 DH5398_PROJECTION: FLUSH
 DH5398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5398+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2003
 DH5398
 DH5398  HISTORY     - Date     Condition        Report By
 DH5398  HISTORY     - 1997     MONUMENTED       WI-081
 DH5398  HISTORY     - 20030311 GOOD             WIDT
 DH5398
 DH5398                          STATION DESCRIPTION
 DH5398
 DH5398'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5398'OWNERSHIP--TOWN OF WELLINGTON.  TO REACH THE STATION FROM THE JUNCTION
 DH5398'OF STATE  HIGHWAY 71 WITH STATE HIGHWAY 131 SOUTH AT THE INTERSECTION
 DH5398'OF WALKER STREET WITH  WATER STREET IN THE VILLAGE OF WILTON, GO SOUTH
 DH5398'ON STATE HIGHWAY 131 (WATER STREET)  FOR 0.3 MI TO MIDWAY AVENUE ON
 DH5398'THE LEFT, TURN LEFT AND GO ON MIDWAY AVENUE FOR 2.8 MI TO  MINNESOTA
 DH5398'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON MINNESOTA ROAD FOR 0.1
 DH5398'MI TO  THE STATION ON THE RIGHT.  THE STATION IS A BRONZE MONROE
 DH5398'COUNTY GEODETIC CONTROL  MARKER DISK SET IN THE TOP OF A 45-CM
 DH5398'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD  PAVEMENT.  THE
 DH5398'STATION IS 6.2 M WEST OF THE CENTERLINE OF MINNESOTA ROAD, 49 M NORTH
 DH5398'OF  POWER POLE --5J3R8--, 11.4 M SOUTH OF  POWER POLE --5J3R9--, 6 M
 DH5398'SOUTH OF AN EXTENDED CENTERLINE OF A FIELD ENTRANCE, 2 M EAST OF  A
 DH5398'CULTIVATED FIELD, 0.5 M EAST OF A GREEN METAL WITNESS POST AND 1.0 M
 DH5398'SOUTH, NORTH OF  TWO ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DH5398'STATION  HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5398'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0615 ***********************************************************************
 OM0615  DESIGNATION -  030
 OM0615  PID         -  OM0615
 OM0615  STATE/COUNTY-  WI/DANE
 OM0615  COUNTRY     -  US
 OM0615  USGS QUAD   -  CROSS PLAINS (2018)
 OM0615
 OM0615                         *CURRENT SURVEY CONTROL
 OM0615  ______________________________________________________________________
 OM0615* NAD 83(2011) POSITION- 43 02 47.13907(N) 089 42 31.79685(W)   ADJUSTED
 OM0615* NAD 83(2011) ELLIP HT-   311.075 (meters)        (06/27/12)   ADJUSTED
 OM0615* NAD 83(2011) EPOCH   -  2010.00
 OM0615* NAVD 88 ORTHO HEIGHT -   345.2   (meters)     1133.    (feet) VERTCON3
 OM0615  ______________________________________________________________________
 OM0615  GEOID HEIGHT    -        -34.169 (meters)                     GEOID18
 OM0615  NAD 83(2011) X  -     23,725.253 (meters)                     COMP
 OM0615  NAD 83(2011) Y  - -4,668,601.234 (meters)                     COMP
 OM0615  NAD 83(2011) Z  -  4,331,484.833 (meters)                     COMP
 OM0615  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 OM0615
 OM0615  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0615  Standards:
 OM0615         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0615            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0615  -------------------------------------------------------------------
 OM0615  NETWORK    2.78   2.92           0.80   1.32   1.49     -0.25776452
 OM0615  -------------------------------------------------------------------
 OM0615  Click here for local accuracies and other accuracy information.
 OM0615
 OM0615.The horizontal coordinates were established by GPS observations
 OM0615.and adjusted by the National Geodetic Survey in June 2012.
 OM0615
 OM0615.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0615.been affixed to the stable North American tectonic plate. See 
 OM0615.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0615
 OM0615.The horizontal coordinates are valid at the epoch date displayed above
 OM0615.which is a decimal equivalence of Year/Month/Day.
 OM0615
 OM0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0615
 OM0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0615.GEOID18 height accuracy estimate available here.
 OM0615
 OM0615.Click photographs - Photos may exist for this station.
 OM0615
 OM0615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0615
 OM0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0615
 OM0615.The ellipsoidal height was determined by GPS observations
 OM0615.and is referenced to NAD 83.
 OM0615
 OM0615. The following values were computed from the NAD 83(2011) position.
 OM0615
 OM0615;                    North         East     Units Scale Factor Converg.
 OM0615;SPC WI S     -   116,289.484   623,723.003   MT  0.99995161   +0 12 00.2
 OM0615;SPC WI S     -   381,526.42  2,046,331.22   sFT  0.99995161   +0 12 00.2
 OM0615;UTM  16      - 4,769,531.962   279,368.111   MT  1.00019888   -1 50 59.2
 OM0615
 OM0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0615!SPC WI S     -   0.99995122  x   0.99995161  =   0.99990283
 OM0615!UTM  16      -   0.99995122  x   1.00019888  =   1.00015009
 OM0615
 OM0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7936869531(NAD 83)
 OM0615
 OM0615                          SUPERSEDED SURVEY CONTROL
 OM0615
 OM0615  NAD 83(2007)-  43 02 47.13917(N)    089 42 31.79773(W) AD(2002.00) 0
 OM0615  ELLIP H (02/10/07)  311.121  (m)                       GP(2002.00)    
 OM0615  NAD 83(1997)-  43 02 47.13901(N)    089 42 31.79799(W) AD(       ) 2
 OM0615  ELLIP H (06/17/02)  311.108  (m)                       GP(       ) 4 1
 OM0615  NAD 83(1991)-  43 02 47.13853(N)    089 42 31.79661(W) AD(       ) 2
 OM0615  ELLIP H (11/21/91)  311.220  (m)                       GP(       ) 4 1
 OM0615  NAD 83(1986)-  43 02 47.13049(N)    089 42 31.79608(W) AD(       ) 2
 OM0615  NAD 27      -  43 02 47.14543(N)    089 42 31.35522(W) AD(       ) 2
 OM0615  NGVD 29 (07/12/88)  345.2    (m)  RAPSU86  model used  GPS OBS        
 OM0615
 OM0615.Superseded values are not recommended for survey control.
 OM0615
 OM0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0615.See file dsdata.pdf to determine how the superseded data were derived.
 OM0615
 OM0615_MARKER: DD = SURVEY DISK
 OM0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0615+STABILITY: SURFACE MOTION
 OM0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0615+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 OM0615
 OM0615  HISTORY     - Date     Condition        Report By
 OM0615  HISTORY     - 1987     MONUMENTED       WI-025
 OM0615  HISTORY     - 20120702 GOOD             WIDT
 OM0615
 OM0615                          STATION DESCRIPTION
 OM0615
 OM0615'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0615'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHEAST OF BLACK
 OM0615'EARTH, 8.0 KM (5.0 MI) SOUTHWEST OF CROSS PLAINS, AND 3.2 KM
 OM0615'(2.0 MI) NORTHEAST OF MT HOREB.  OWNERSHIP--DANE COUNTY, DEPT OF
 OM0615'HIGHWAYS AND TRANSP, 2302 FISH HATCHERY ROAD, MADISON WI 53713,
 OM0615'PHONE 608-266-4261.
 OM0615'
 OM0615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND
 OM0615'COUNTY HIGHWAY JG AND STATE HIGHWAY 92 IN MT HOREB, GO NORTH ON
 OM0615'STATE HIGHWAY 78 FOR ABOUT 4.2 KM (2.6 MI) TO THE INTERSECTION OF
 OM0615'STATE HIGHWAY 78 AND COUNTY HIGHWAY J.  TURN RIGHT AND GO EASTERLY
 OM0615'ON COUNTY HIGHWAY J FOR 1.9 KM (1.2 MI) TO THE CREST OF A HILL AND
 OM0615'THE STATION ON THE RIGHT.  EAST OF THE INTERSECTION OF COUNTY
 OM0615'HIGHWAY J AND WHITE ROAD.
 OM0615'
 OM0615'THE STATION IS A STANDARD WI-025 DISK STAMPED---030A 1987---, SET IN
 OM0615'A ROUND CONCRETE MONUMENT 24 CM IN DIAMETER.  LOCATED 14.2 METERS
 OM0615'(46.6 FT) WEST-NORTHWEST FROM POWER POLE NUMBER 7-7-31 31/52, 6.3
 OM0615'METERS (20.6 FT) SOUTH FROM CENTERLINE OF COUNTY HIGHWAY J, AND 0.5
 OM0615'METERS (1.6 FT) NORTH FROM FIBERGLASS WITNESS POST.
 OM0615'
 OM0615'DANE COUNTY, WISCONSIN 1987.
 OM0615'
 OM0615'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0615'
 OM0615'DESCRIBED BY K.M. COALTER.
 OM0615
 OM0615                          STATION RECOVERY (2012)
 OM0615
 OM0615'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 OM0615'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0616 ***********************************************************************
 OM0616  DESIGNATION -  031
 OM0616  PID         -  OM0616
 OM0616  STATE/COUNTY-  WI/DANE
 OM0616  COUNTRY     -  US
 OM0616  USGS QUAD   -  CROSS PLAINS (2018)
 OM0616
 OM0616                         *CURRENT SURVEY CONTROL
 OM0616  ______________________________________________________________________
 OM0616* NAD 83(2011) POSITION- 43 03 38.44204(N) 089 39 45.63944(W)   ADJUSTED
 OM0616* NAD 83(2011) ELLIP HT-   297.900 (meters)        (06/27/12)   ADJUSTED
 OM0616* NAD 83(2011) EPOCH   -  2010.00
 OM0616* NAVD 88 ORTHO HEIGHT -   332.0   (meters)     1089.    (feet) VERTCON3
 OM0616  ______________________________________________________________________
 OM0616  GEOID HEIGHT    -        -34.214 (meters)                     GEOID18
 OM0616  NAD 83(2011) X  -     27,479.634 (meters)                     COMP
 OM0616  NAD 83(2011) Y  - -4,667,490.140 (meters)                     COMP
 OM0616  NAD 83(2011) Z  -  4,332,632.747 (meters)                     COMP
 OM0616  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 OM0616
 OM0616  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0616  Standards:
 OM0616         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0616            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0616  -------------------------------------------------------------------
 OM0616  NETWORK    3.16   3.19           0.85   1.52   1.63     -0.27495929
 OM0616  -------------------------------------------------------------------
 OM0616  Click here for local accuracies and other accuracy information.
 OM0616
 OM0616.The horizontal coordinates were established by GPS observations
 OM0616.and adjusted by the National Geodetic Survey in June 2012.
 OM0616
 OM0616.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0616.been affixed to the stable North American tectonic plate. See 
 OM0616.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0616
 OM0616.The horizontal coordinates are valid at the epoch date displayed above
 OM0616.which is a decimal equivalence of Year/Month/Day.
 OM0616
 OM0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0616
 OM0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0616.GEOID18 height accuracy estimate available here.
 OM0616
 OM0616.Click photographs - Photos may exist for this station.
 OM0616
 OM0616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0616
 OM0616.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0616
 OM0616.The ellipsoidal height was determined by GPS observations
 OM0616.and is referenced to NAD 83.
 OM0616
 OM0616. The following values were computed from the NAD 83(2011) position.
 OM0616
 OM0616;                    North         East     Units Scale Factor Converg.
 OM0616;SPC WI S     -   117,886.743   627,477.066   MT  0.99995012   +0 13 54.4
 OM0616;SPC WI S     -   386,766.76  2,058,647.67   sFT  0.99995012   +0 13 54.4
 OM0616;UTM  16      - 4,770,994.247   283,177.817   MT  1.00017837   -1 49 07.4
 OM0616
 OM0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0616!SPC WI S     -   0.99995328  x   0.99995012  =   0.99990341
 OM0616!UTM  16      -   0.99995328  x   1.00017837  =   1.00013165
 OM0616
 OM0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8317770994(NAD 83)
 OM0616
 OM0616                          SUPERSEDED SURVEY CONTROL
 OM0616
 OM0616  NAD 83(2007)-  43 03 38.44214(N)    089 39 45.64033(W) AD(2002.00) 0
 OM0616  ELLIP H (02/10/07)  297.946  (m)                       GP(2002.00)    
 OM0616  NAD 83(1997)-  43 03 38.44199(N)    089 39 45.64063(W) AD(       ) 2
 OM0616  ELLIP H (06/17/02)  297.934  (m)                       GP(       ) 4 1
 OM0616  NAD 83(1991)-  43 03 38.44151(N)    089 39 45.63928(W) AD(       ) 2
 OM0616  ELLIP H (11/21/91)  298.044  (m)                       GP(       ) 4 1
 OM0616  NAD 83(1986)-  43 03 38.43368(N)    089 39 45.64064(W) AD(       ) 2
 OM0616  NAD 27      -  43 03 38.44979(N)    089 39 45.20020(W) AD(       ) 2
 OM0616  NGVD 29 (07/12/88)  332.1    (m)  RAPSU86  model used  GPS OBS        
 OM0616
 OM0616.Superseded values are not recommended for survey control.
 OM0616
 OM0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0616.See file dsdata.pdf to determine how the superseded data were derived.
 OM0616
 OM0616_MARKER: DD = SURVEY DISK
 OM0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0616+STABILITY: SURFACE MOTION
 OM0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0616+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0616
 OM0616  HISTORY     - Date     Condition        Report By
 OM0616  HISTORY     - 1987     MONUMENTED       WI-025
 OM0616
 OM0616                          STATION DESCRIPTION
 OM0616
 OM0616'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0616'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) SOUTHWEST OF
 OM0616'MIDDLETON, 11.3 KM (7.0 MI) NORTHEAST OF VERONA, AND 6.4 KM (4.0
 OM0616'MI) SOUTH-SOUTHWEST OF CROSS PLAINS.  OWNERSHIP--TOWN OF CROSS
 OM0616'PLAINS, WALTER HAACK, CHAIRMAN, 4235 GARFOOT ROAD, CROSS PLAINS WI
 OM0616'53528, PHONE 608-798-2650.
 OM0616'
 OM0616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 OM0616'COUNTY HIGHWAY P IN CROSS PLAINS, GO SOUTH ON COUNTY HIGHWAY P FOR
 OM0616'6.7 KM (4.2 MI) TO THE COMMUNITY OF PINE BLUFF AND JUNCTION OF
 OM0616'COUNTY HIGHWAY S AND MINERAL POINT ROAD.  TURN RIGHT AND GO WEST ON
 OM0616'MINERAL POINT ROAD FOR 0.4 KM (0.3 MI) TO THE STATION AT THE CREST
 OM0616'OF THE HILL ON THE LEFT.
 OM0616'
 OM0616'THE STATION IS A STANDARD WI-025 DISK STAMPED---031A 1987---, SET IN
 OM0616'A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER AND RECESSED 13 CM BELOW
 OM0616'GROUND SURFACE.  LOCATED 84.4 METERS (276.9 FT) WEST FROM 30 MPH
 OM0616'SPEED LIMIT SIGN, 5.8 METERS (19.0 FT) EAST OF FIELD ENTRANCE, 5.0
 OM0616'METERS (16.6 FT) SOUTH FROM CENTERLINE OF MINERAL POINT ROAD, AND
 OM0616'1.6 METERS (5.5 FT) FROM THE ROAD EDGE.
 OM0616'
 OM0616'DANE COUNTY, WISCONSIN 1987.
 OM0616'
 OM0616'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0616'
 OM0616'DESCRIBED BY K.M. COALTER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0617 ***********************************************************************
 OM0617  DESIGNATION -  032
 OM0617  PID         -  OM0617
 OM0617  STATE/COUNTY-  WI/DANE
 OM0617  COUNTRY     -  US
 OM0617  USGS QUAD   -  MIDDLETON (2018)
 OM0617
 OM0617                         *CURRENT SURVEY CONTROL
 OM0617  ______________________________________________________________________
 OM0617* NAD 83(2011) POSITION- 43 02 44.13863(N) 089 36 04.18059(W)   ADJUSTED
 OM0617* NAD 83(2011) ELLIP HT-   308.603 (meters)        (06/27/12)   ADJUSTED
 OM0617* NAD 83(2011) EPOCH   -  2010.00
 OM0617* NAVD 88 ORTHO HEIGHT -   342.8   (meters)     1125.    (feet) VERTCON3
 OM0617  ______________________________________________________________________
 OM0617  GEOID HEIGHT    -        -34.209 (meters)                     GEOID18
 OM0617  NAD 83(2011) X  -     32,498.946 (meters)                     COMP
 OM0617  NAD 83(2011) Y  - -4,668,609.802 (meters)                     COMP
 OM0617  NAD 83(2011) Z  -  4,331,415.476 (meters)                     COMP
 OM0617  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 OM0617
 OM0617  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0617  Standards:
 OM0617         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0617            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0617  -------------------------------------------------------------------
 OM0617  NETWORK    3.55   4.00           1.11   1.66   2.04     -0.20287711
 OM0617  -------------------------------------------------------------------
 OM0617  Click here for local accuracies and other accuracy information.
 OM0617
 OM0617.The horizontal coordinates were established by GPS observations
 OM0617.and adjusted by the National Geodetic Survey in June 2012.
 OM0617
 OM0617.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0617.been affixed to the stable North American tectonic plate. See 
 OM0617.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0617
 OM0617.The horizontal coordinates are valid at the epoch date displayed above
 OM0617.which is a decimal equivalence of Year/Month/Day.
 OM0617
 OM0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0617
 OM0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0617.GEOID18 height accuracy estimate available here.
 OM0617
 OM0617.Click photographs - Photos may exist for this station.
 OM0617
 OM0617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0617
 OM0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0617
 OM0617.The ellipsoidal height was determined by GPS observations
 OM0617.and is referenced to NAD 83.
 OM0617
 OM0617. The following values were computed from the NAD 83(2011) position.
 OM0617
 OM0617;                    North         East     Units Scale Factor Converg.
 OM0617;SPC WI S     -   116,233.193   632,495.945   MT  0.99995170   +0 16 26.6
 OM0617;SPC WI S     -   381,341.73  2,075,113.78   sFT  0.99995170   +0 16 26.6
 OM0617;UTM  16      - 4,769,161.800   288,135.386   MT  1.00015222   -1 46 34.2
 OM0617
 OM0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0617!SPC WI S     -   0.99995161  x   0.99995170  =   0.99990331
 OM0617!UTM  16      -   0.99995161  x   1.00015222  =   1.00010382
 OM0617
 OM0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8813569161(NAD 83)
 OM0617
 OM0617                          SUPERSEDED SURVEY CONTROL
 OM0617
 OM0617  NAD 83(2007)-  43 02 44.13875(N)    089 36 04.18148(W) AD(2002.00) 0
 OM0617  ELLIP H (02/10/07)  308.647  (m)                       GP(2002.00)    
 OM0617  NAD 83(1997)-  43 02 44.13861(N)    089 36 04.18178(W) AD(       ) 2
 OM0617  ELLIP H (06/17/02)  308.637  (m)                       GP(       ) 4 1
 OM0617  NAD 83(1991)-  43 02 44.13814(N)    089 36 04.18045(W) AD(       ) 2
 OM0617  ELLIP H (11/21/91)  308.740  (m)                       GP(       ) 4 1
 OM0617  NAD 83(1986)-  43 02 44.12967(N)    089 36 04.18292(W) AD(       ) 2
 OM0617  NAD 27      -  43 02 44.14490(N)    089 36 03.74411(W) AD(       ) 2
 OM0617  NGVD 29 (07/12/88)  342.8    (m)  RAPSU86  model used  GPS OBS        
 OM0617
 OM0617.Superseded values are not recommended for survey control.
 OM0617
 OM0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0617.See file dsdata.pdf to determine how the superseded data were derived.
 OM0617
 OM0617_MARKER: DD = SURVEY DISK
 OM0617_SETTING: 0 = UNSPECIFIED SETTING
 OM0617_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0617+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0617
 OM0617  HISTORY     - Date     Condition        Report By
 OM0617  HISTORY     - 1987     MONUMENTED       WI-025
 OM0617
 OM0617                          STATION DESCRIPTION
 OM0617
 OM0617'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0617'THE STATION IS LOCATED ABOUT 10.2 KM (6.3 MI) SOUTHWEST OF
 OM0617'MIDDLETON, 9.0 KM (5.6 MI) SOUTHEAST OF CROSS PLAINS, AND 8.1 KM
 OM0617'(5.0 MI) NORTHWEST OF VERONA.  OWNERSHIP--TOWN OF CROSS PLAINS,
 OM0617'WALTER HAACK, CHAIRMAN, 4235 GARFOOT ROAD, CROSS PLAINS WI 53528,
 OM0617'PHONE 608-798-2650.
 OM0617'
 OM0617'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12, 14 AND
 OM0617'COUNTY HIGHWAYS S AND M, ON THE WESTERN EDGE OF MADISON, GO WEST ON
 OM0617'COUNTY HIGHWAY S FOR 6.6 KM (4.1 MI) TO THE INTERSECTION OF TIMBER
 OM0617'LANE.  TURN LEFT AND GO SOUTH ON TIMBER LANE FOR 1.8 KM (1.1 MI) TO
 OM0617'THE STATION IN THE ROAD.
 OM0617'
 OM0617'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK THAT
 OM0617'IS---UNSTAMPED---, SET IN THE ROAD SURFACE.  LOCATED 29.6 METERS
 OM0617'(97.0 FT) SOUTH-SOUTHWEST OF 45 MPH SPEED LIMIT SIGN, FOR THE NORTH
 OM0617'BOUND LANE OF TIMBER LANE, 9.8 METERS (32.2 FT) WEST OF A 15 CM TREE,
 OM0617'ON THE EAST SIDE OF TIMBER LANE WITH A GENERIC WITNESS SIGN
 OM0617'ATTACHED, AND 1.8 METERS (6.0 FT) WEST OF EAST EDGE OF TIMBER LANE.
 OM0617'
 OM0617'DANE COUNTY, WISCONSIN 1987.
 OM0617'
 OM0617'STATION IS SUITABLE FOR GPS SURVEYS BUT REQUIRES TRAFFIC CONTROL.
 OM0617'
 OM0617'DESCRIBED BY P.E. BLANCHARD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0618 ***********************************************************************
 OM0618  DESIGNATION -  033
 OM0618  PID         -  OM0618
 OM0618  STATE/COUNTY-  WI/DANE
 OM0618  COUNTRY     -  US
 OM0618  USGS QUAD   -  MIDDLETON (2018)
 OM0618
 OM0618                         *CURRENT SURVEY CONTROL
 OM0618  ______________________________________________________________________
 OM0618* NAD 83(2011) POSITION- 43 02 46.58210(N) 089 33 08.40181(W)   ADJUSTED
 OM0618* NAD 83(2011) ELLIP HT-   317.125 (meters)        (06/27/12)   ADJUSTED
 OM0618* NAD 83(2011) EPOCH   -  2010.00
 OM0618* NAVD 88 ORTHO HEIGHT -   351.4   (meters)     1153.    (feet) VERTCON3
 OM0618  ______________________________________________________________________
 OM0618  GEOID HEIGHT    -        -34.226 (meters)                     GEOID18
 OM0618  NAD 83(2011) X  -     36,477.168 (meters)                     COMP
 OM0618  NAD 83(2011) Y  - -4,668,535.168 (meters)                     COMP
 OM0618  NAD 83(2011) Z  -  4,331,476.401 (meters)                     COMP
 OM0618  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 OM0618
 OM0618  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0618  Standards:
 OM0618         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0618            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0618  -------------------------------------------------------------------
 OM0618  NETWORK    3.40   3.86           1.11   1.57   1.97     -0.21096607
 OM0618  -------------------------------------------------------------------
 OM0618  Click here for local accuracies and other accuracy information.
 OM0618
 OM0618.The horizontal coordinates were established by GPS observations
 OM0618.and adjusted by the National Geodetic Survey in June 2012.
 OM0618
 OM0618.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0618.been affixed to the stable North American tectonic plate. See 
 OM0618.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0618
 OM0618.The horizontal coordinates are valid at the epoch date displayed above
 OM0618.which is a decimal equivalence of Year/Month/Day.
 OM0618
 OM0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0618
 OM0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0618.GEOID18 height accuracy estimate available here.
 OM0618
 OM0618.Click photographs - Photos may exist for this station.
 OM0618
 OM0618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0618
 OM0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0618
 OM0618.The ellipsoidal height was determined by GPS observations
 OM0618.and is referenced to NAD 83.
 OM0618
 OM0618. The following values were computed from the NAD 83(2011) position.
 OM0618
 OM0618;                    North         East     Units Scale Factor Converg.
 OM0618;SPC WI S     -   116,328.785   636,473.789   MT  0.99995163   +0 18 27.3
 OM0618;SPC WI S     -   381,655.36  2,088,164.42   sFT  0.99995163   +0 18 27.3
 OM0618;UTM  16      - 4,769,115.006   292,114.859   MT  1.00013167   -1 44 34.1
 OM0618
 OM0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0618!SPC WI S     -   0.99995027  x   0.99995163  =   0.99990190
 OM0618!UTM  16      -   0.99995027  x   1.00013167  =   1.00008193
 OM0618
 OM0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9211469115(NAD 83)
 OM0618
 OM0618                          SUPERSEDED SURVEY CONTROL
 OM0618
 OM0618  NAD 83(2007)-  43 02 46.58222(N)    089 33 08.40271(W) AD(2002.00) 0
 OM0618  ELLIP H (02/10/07)  317.170  (m)                       GP(2002.00)    
 OM0618  NAD 83(1997)-  43 02 46.58207(N)    089 33 08.40299(W) AD(       ) 2
 OM0618  ELLIP H (06/17/02)  317.159  (m)                       GP(       ) 4 1
 OM0618  NAD 83(1991)-  43 02 46.58160(N)    089 33 08.40166(W) AD(       ) 2
 OM0618  ELLIP H (11/21/91)  317.261  (m)                       GP(       ) 4 1
 OM0618  NAD 83(1986)-  43 02 46.57302(N)    089 33 08.40391(W) AD(       ) 2
 OM0618  NAD 27      -  43 02 46.58812(N)    089 33 07.96664(W) AD(       ) 2
 OM0618  NGVD 29 (07/12/88)  351.4    (m)  RAPSU86  model used  GPS OBS        
 OM0618
 OM0618.Superseded values are not recommended for survey control.
 OM0618
 OM0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0618.See file dsdata.pdf to determine how the superseded data were derived.
 OM0618
 OM0618_MARKER: DD = SURVEY DISK
 OM0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0618+STABILITY: SURFACE MOTION
 OM0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0618+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0618
 OM0618  HISTORY     - Date     Condition        Report By
 OM0618  HISTORY     - 1987     MONUMENTED       WI-025
 OM0618
 OM0618                          STATION DESCRIPTION
 OM0618
 OM0618'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0618'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTHEAST OF CROSS
 OM0618'PLAINS, 6.4 KM (4.0 MI) SOUTHWEST OF MIDDLETON, AND 4.8 KM (3.0 MI)
 OM0618'NORTH-NORTHWEST OF VERONA.  OWNERSHIP--TOWN OF MIDDLETON, EDWIN H
 OM0618'TALLARD, CHAIRMAN, 7296 OLD SAUK ROAD, MIDDLETON WI 53562,
 OM0618'PHONE 608-831-6262.
 OM0618'
 OM0618'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S AND U.S.
 OM0618'HIGHWAY 12, 14 IN MIDDLETON.  TAKE COUNTY ROAD S AND GO WEST FOR 0.3
 OM0618'KM (0.2 MI) TO THE JUNCTION OF COUNTY HIGHWAY S AND M.  TURN LEFT
 OM0618'ON COUNTY HIGHWAY M AND GO SOUTH FOR ABOUT 1.8 KM (1.1 MI) TO THE
 OM0618'INTERSECTION OF COUNTY HIGHWAY M AND VALLEY VIEW ROAD.  TURN RIGHT
 OM0618'ON VALLEY VIEW ROAD AND GO WEST ABOUT 1.6 KM (1.0 MI) TO THE
 OM0618'INTERSECTION OF VALLEY VIEW ROAD AND SOUTH POINT ROAD.  TURN RIGHT
 OM0618'ON SOUTH POINT ROAD AND GO NORTH ABOUT 63.4 METERS (208.0 FT) TO
 OM0618'THE STATION ON THE LEFT, OPPOSITE A BROWN SIDING HOUSE ON THE RIGHT.
 OM0618'
 OM0618'THE STATION IS A STANDARD WI-025 DISK STAMPED---033 1987---, SET IN
 OM0618'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 10
 OM0618'CM BELOW GROUND SURFACE.  LOCATED 63.4 METERS (208.0 FT) NORTH FROM
 OM0618'CENTERLINE OF VALLEY VIEW ROAD, 13.3 METERS (43.7 FT)
 OM0618'NORTH-NORTHWEST FROM POWER POLE NUMBER 7-8-28 26/2, AND 4.4 METERS
 OM0618'(14.4 FT) WEST FROM CENERTLINE OF SOUTH POINT ROAD.
 OM0618'
 OM0618'DANE COUNTY, WISCONSIN 1987.
 OM0618'
 OM0618'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0618'
 OM0618'DESCRIBED BY K.M. COALTER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8289 ***********************************************************************
 DP8289  DESIGNATION -  033318
 DP8289  PID         -  DP8289
 DP8289  STATE/COUNTY-  WI/MARINETTE
 DP8289  COUNTRY     -  US
 DP8289  USGS QUAD   -  HIGH FALLS RESERVOIR (2018)
 DP8289
 DP8289                         *CURRENT SURVEY CONTROL
 DP8289  ______________________________________________________________________
 DP8289* NAD 83(1986) POSITION- 45 21 53.09   (N) 088 13 31.23   (W)   HD_HELD1
 DP8289* NAVD 88 ORTHO HEIGHT -   302.720 (meters)      993.17  (feet) ADJUSTED
 DP8289  ______________________________________________________________________
 DP8289  GEOID HEIGHT    -        -35.468 (meters)                     GEOID18
 DP8289  DYNAMIC HEIGHT  -        302.700 (meters)      993.11  (feet) COMP
 DP8289  MODELED GRAVITY -    980,544.1   (mgal)                       NAVD 88
 DP8289
 DP8289  VERT ORDER      -  SECOND    CLASS I
 DP8289
 DP8289.The horizontal coordinates were determined by differentially corrected
 DP8289.hand held GPS observations or other comparable positioning techniques
 DP8289.and have an estimated accuracy of +/- 3 meters.
 DP8289
 DP8289.The orthometric height was determined by differential leveling and
 DP8289.adjusted by the NATIONAL GEODETIC SURVEY
 DP8289.in February 2017.
 DP8289
 DP8289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8289.GEOID18 height accuracy estimate available here.
 DP8289
 DP8289.Click photographs - Photos may exist for this station.
 DP8289
 DP8289.The dynamic height is computed by dividing the NAVD 88
 DP8289.geopotential number by the normal gravity value computed on the
 DP8289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8289.degrees latitude (g = 980.6199 gals.).
 DP8289
 DP8289.The modeled gravity was interpolated from observed gravity values.
 DP8289
 DP8289;                    North         East    Units  Estimated Accuracy
 DP8289;SPC WI C     -   171,692.8     739,021.3     MT  (+/- 3 meters HH1 GPS) 
 DP8289
 DP8289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0403924200(NAD 83)
 DP8289
 DP8289                          SUPERSEDED SURVEY CONTROL
 DP8289
 DP8289.No superseded survey control is available for this station.
 DP8289
 DP8289_MARKER: DD = SURVEY DISK
 DP8289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8289_STAMPING: 033318 2000
 DP8289_MARK LOGO: WI-075
 DP8289_PROJECTION: FLUSH
 DP8289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8289+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2014
 DP8289
 DP8289  HISTORY     - Date     Condition        Report By
 DP8289  HISTORY     - 2000     MONUMENTED       WI-075
 DP8289  HISTORY     - 20141002 GOOD             WIDT
 DP8289
 DP8289                          STATION DESCRIPTION
 DP8289
 DP8289'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8289'HE STATION IS APPROXIMATELY 13.2 MI (21.2 KM) WEST OF WAUSAUKEE, 7.5
 DP8289'MI (12.1 KM) SOUTHWEST OF ATHELSTANE AND 5.0 MI (8.0 KM) SOUTHEAST OF
 DP8289'SILVER CLIFF.
 DP8289'
 DP8289'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DP8289'HIGHWAY X ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF CRIVITZ, GO
 DP8289'WEST ON COUNTY HIGHWAY X FOR APPROXIMATELY 5.3 MI (8.5 KM) TO THE
 DP8289'JUNCTION OF COUNTY HIGHWAY X WITH PARKWAY ROAD.  TURN RIGHT AND GO
 DP8289'WINDING NORTH ON PARKWAY ROAD FOR 4.1 MI (6.6 KM) TO EAGLE ROAD ON THE
 DP8289'RIGHT.  CONTINUE NORTHWEST ON PARKWAY ROAD FOR 0.4 MI (0.6 KM) TO THE
 DP8289'STATION ON THE RIGHT.
 DP8289'
 DP8289'THE STATION IS 15.5 M (50.9 FT) NORTHEAST OF THE CENTERLINE OF PARKWAY
 DP8289'ROAD, 37.4 M (122.7 FT) NORTHWEST OF A UTILITY JUNCTION BOX, 19.9 M
 DP8289'(65.3 FT) WEST OF A POWER POLE -3318 3R7- WITH A GUY WIRE AND LOCATED
 DP8289'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP8289'POSTS.
 DP8289'
 DP8289'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8289'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING
 DP8289'TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE
 DP8289'COUNTY GPS NETWORK GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DP8289'CONCRETE POST, ABOUT 1 M (3.3 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8245 ***********************************************************************
 DP8245  DESIGNATION -  033620
 DP8245  PID         -  DP8245
 DP8245  STATE/COUNTY-  WI/MARINETTE
 DP8245  COUNTRY     -  US
 DP8245  USGS QUAD   -  AMBERG (2018)
 DP8245
 DP8245                         *CURRENT SURVEY CONTROL
 DP8245  ______________________________________________________________________
 DP8245* NAD 83(1986) POSITION- 45 37 24.06   (N) 087 59 46.39   (W)   HD_HELD1
 DP8245* NAVD 88 ORTHO HEIGHT -   297.509 (meters)      976.08  (feet) ADJUSTED
 DP8245  ______________________________________________________________________
 DP8245  GEOID HEIGHT    -        -35.156 (meters)                     GEOID18
 DP8245  DYNAMIC HEIGHT  -        297.496 (meters)      976.03  (feet) COMP
 DP8245  MODELED GRAVITY -    980,563.2   (mgal)                       NAVD 88
 DP8245
 DP8245  VERT ORDER      -  SECOND    CLASS I
 DP8245
 DP8245.The horizontal coordinates were determined by differentially corrected
 DP8245.hand held GPS observations or other comparable positioning techniques
 DP8245.and have an estimated accuracy of +/- 3 meters.
 DP8245
 DP8245.The orthometric height was determined by differential leveling and
 DP8245.adjusted by the NATIONAL GEODETIC SURVEY
 DP8245.in February 2017.
 DP8245
 DP8245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8245.GEOID18 height accuracy estimate available here.
 DP8245
 DP8245.Click photographs - Photos may exist for this station.
 DP8245
 DP8245.The dynamic height is computed by dividing the NAVD 88
 DP8245.geopotential number by the normal gravity value computed on the
 DP8245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8245.degrees latitude (g = 980.6199 gals.).
 DP8245
 DP8245.The modeled gravity was interpolated from observed gravity values.
 DP8245
 DP8245;                    North         East    Units  Estimated Accuracy
 DP8245;SPC WI C     -   200,843.1     756,257.5     MT  (+/- 3 meters HH1 GPS) 
 DP8245
 DP8245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2233852683(NAD 83)
 DP8245
 DP8245                          SUPERSEDED SURVEY CONTROL
 DP8245
 DP8245.No superseded survey control is available for this station.
 DP8245
 DP8245_MARKER: DD = SURVEY DISK
 DP8245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8245_STAMPING: 033620 2000
 DP8245_MARK LOGO: WI-075
 DP8245_PROJECTION: RECESSED 2 CENTIMETERS
 DP8245_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8245+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 DP8245
 DP8245  HISTORY     - Date     Condition        Report By
 DP8245  HISTORY     - 2000     MONUMENTED       WI-075
 DP8245  HISTORY     - 20141008 GOOD             WIDT
 DP8245
 DP8245                          STATION DESCRIPTION
 DP8245
 DP8245'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8245'HE STATION IS JUST SOUTH OF THE COMMUNITY OF PEMBINE, APPROXIMATELY 10
 DP8245'MI (16.1 KM) SOUTH OF NIAGARA, 8 MI (12.9 KM) NORTH OF AMBERG.
 DP8245'
 DP8245'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 8 WEST WITH US
 DP8245'HIGHWAY 141, IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 DP8245'
 DP8245'THE STATION IS 35.5 M (116.5 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DP8245'141, 39.5 M (129.6 FT) NORTH OF THE CENTERLINE OF US HIGHWAY 8, 33.6 M
 DP8245'(110.2 FT) NORTHWEST OF A POWER POLE -30- WITH 2 GUY WIRES, 23.7 M
 DP8245'(77.8 FT) SOUTH OF THE WEST END OF A LARGE BILLBOARD AND 0.2 M (0.7
 DP8245'FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POSTS.
 DP8245'
 DP8245'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8245'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE WEST EXTENDING
 DP8245'TO 25 DEGREES AND A POWER POLE TO THE NORTHEAST EXTENDING TO 20
 DP8245'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8245'GPS NETWORK GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DP8245'(16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0932 ***********************************************************************
 NH0932  DESIGNATION -  034
 NH0932  PID         -  NH0932
 NH0932  STATE/COUNTY-  WI/DANE
 NH0932  COUNTRY     -  US
 NH0932  USGS QUAD   -  DALEYVILLE (2018)
 NH0932
 NH0932                         *CURRENT SURVEY CONTROL
 NH0932  ______________________________________________________________________
 NH0932* NAD 83(2011) POSITION- 42 59 17.48396(N) 089 49 06.52559(W)   ADJUSTED
 NH0932* NAD 83(2011) ELLIP HT-   329.498 (meters)        (06/27/12)   ADJUSTED
 NH0932* NAD 83(2011) EPOCH   -  2010.00
 NH0932* NAVD 88 ORTHO HEIGHT -   363.4   (meters)     1192.    (feet) VERTCON3
 NH0932  ______________________________________________________________________
 NH0932  GEOID HEIGHT    -        -33.997 (meters)                     GEOID18
 NH0932  NAD 83(2011) X  -     14,804.944 (meters)                     COMP
 NH0932  NAD 83(2011) Y  - -4,673,065.570 (meters)                     COMP
 NH0932  NAD 83(2011) Z  -  4,326,766.795 (meters)                     COMP
 NH0932  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 NH0932
 NH0932  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NH0932  Standards:
 NH0932         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NH0932            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NH0932  -------------------------------------------------------------------
 NH0932  NETWORK    2.82   3.10           0.76   1.36   1.58     -0.22337416
 NH0932  -------------------------------------------------------------------
 NH0932  Click here for local accuracies and other accuracy information.
 NH0932
 NH0932.The horizontal coordinates were established by GPS observations
 NH0932.and adjusted by the National Geodetic Survey in June 2012.
 NH0932
 NH0932.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NH0932.been affixed to the stable North American tectonic plate. See 
 NH0932.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NH0932
 NH0932.The horizontal coordinates are valid at the epoch date displayed above
 NH0932.which is a decimal equivalence of Year/Month/Day.
 NH0932
 NH0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0932
 NH0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0932.GEOID18 height accuracy estimate available here.
 NH0932
 NH0932.Click photographs - Photos may exist for this station.
 NH0932
 NH0932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0932
 NH0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0932
 NH0932.The ellipsoidal height was determined by GPS observations
 NH0932.and is referenced to NAD 83.
 NH0932
 NH0932. The following values were computed from the NAD 83(2011) position.
 NH0932
 NH0932;                    North         East     Units Scale Factor Converg.
 NH0932;SPC WI S     -   109,794.685   614,803.578   MT  0.99995838   +0 07 29.0
 NH0932;SPC WI S     -   360,218.06  2,017,068.07   sFT  0.99995838   +0 07 29.0
 NH0932;UTM  16      - 4,763,358.497   270,219.754   MT  1.00024958   -1 55 21.4
 NH0932
 NH0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0932!SPC WI S     -   0.99994833  x   0.99995838  =   0.99990671
 NH0932!UTM  16      -   0.99994833  x   1.00024958  =   1.00019790
 NH0932
 NH0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7021963358(NAD 83)
 NH0932
 NH0932                          SUPERSEDED SURVEY CONTROL
 NH0932
 NH0932  NAD 83(2007)-  42 59 17.48404(N)    089 49 06.52649(W) AD(2002.00) 0
 NH0932  ELLIP H (02/10/07)  329.546  (m)                       GP(2002.00)    
 NH0932  NAD 83(1997)-  42 59 17.48387(N)    089 49 06.52672(W) AD(       ) 2
 NH0932  ELLIP H (06/17/02)  329.531  (m)                       GP(       ) 4 1
 NH0932  NAD 83(1991)-  42 59 17.48338(N)    089 49 06.52537(W) AD(       ) 2
 NH0932  ELLIP H (11/21/91)  329.648  (m)                       GP(       ) 4 1
 NH0932  NAD 83(1986)-  42 59 17.47454(N)    089 49 06.52320(W) AD(       ) 2
 NH0932  NAD 27      -  42 59 17.48404(N)    089 49 06.07832(W) AD(       ) 2
 NH0932  NGVD 29 (07/12/88)  363.4    (m)  RAPSU86  model used  GPS OBS        
 NH0932
 NH0932.Superseded values are not recommended for survey control.
 NH0932
 NH0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0932.See file dsdata.pdf to determine how the superseded data were derived.
 NH0932
 NH0932_MARKER: DD = SURVEY DISK
 NH0932_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH0932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0932+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NH0932
 NH0932  HISTORY     - Date     Condition        Report By
 NH0932  HISTORY     - 1987     MONUMENTED       WI-025
 NH0932
 NH0932                          STATION DESCRIPTION
 NH0932
 NH0932'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 NH0932'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTH OF DALEYVILLE,
 NH0932'6.4 KM (4.0 MI) WEST-SOUTHWEST OF MT HOREB, AND 3.2 KM (2.0 MI)
 NH0932'SOUTH OF BLUE MOUNDS ALONG THE NORTH EDGE OF KINGSLAND ROAD.
 NH0932'OWNERSHIP--TOWN OF BLUE MOUNDS, ARTHUR BERGUM, CHAIRMAN, 2881
 NH0932'BERGUM DRIVE, MT HOREB WI 53572, PHONE 608-437-5449.
 NH0932'
 NH0932'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 18, 151
 NH0932'AND COUNTY HIGHWAY F IN BLUE MOUNDS, GO SOUTH ON COUNTY HIGHWAY F
 NH0932'FOR 1.8 KM (1.1 MI) TO THE JUNCTION (FORK) OF COUNTY HIGHWAYS F AND
 NH0932'Z.  BEAR LEFT AND GO SOUTH ON COUNTY HIGHWAY Z FOR 0.8 KM (0.5 MI)
 NH0932'TO KINGSLAND ROAD.  TURN LEFT ONTO KINGSLAND ROAD AND GO EAST FOR
 NH0932'0.5 KM (0.3 MI) TO THE STATION ON THE LEFT.
 NH0932'
 NH0932'THE STATION IS A STANDARD WI-025 DISK STAMPED---034A 1687---, EPOXIED
 NH0932'TO THE TOP OF A STEEL ROD SET IN A MASS OF CONCRETE AND RECESSED 8 CM
 NH0932'BELOW
 NH0932'THE GROUND SURFACE.  LOCATED 39.9 METERS (131.0 FT) WEST-NORTHWEST
 NH0932'OF INTERSECTION OF KINGSLAND ROAD AND FARM FIELD ROAD, 5.3 METERS
 NH0932'(17.5 FT) NORTH OF CENTERLINE OF KINGSLAND ROAD, AND 1.2 METERS
 NH0932'(4.0 FT) NORTH OF THE EDGE OF A GRAVEL DRIVE.
 NH0932'
 NH0932'DANE COUNTY, WISCONSIN 1987.
 NH0932'
 NH0932'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH0932'
 NH0932'DESCRIBED BY A.B. COLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0933 ***********************************************************************
 NH0933  DESIGNATION -  035
 NH0933  PID         -  NH0933
 NH0933  STATE/COUNTY-  WI/DANE
 NH0933  COUNTRY     -  US
 NH0933  USGS QUAD   -  DALEYVILLE (2018)
 NH0933
 NH0933                         *CURRENT SURVEY CONTROL
 NH0933  ______________________________________________________________________
 NH0933* NAD 83(2011) POSITION- 42 59 28.66992(N) 089 47 23.68951(W)   ADJUSTED
 NH0933* NAD 83(2011) ELLIP HT-   337.151 (meters)        (06/27/12)   ADJUSTED
 NH0933* NAD 83(2011) EPOCH   -  2010.00
 NH0933* NAVD 88 ORTHO HEIGHT -   371.0   (meters)     1217.    (feet) VERTCON3
 NH0933  ______________________________________________________________________
 NH0933  GEOID HEIGHT    -        -34.015 (meters)                     GEOID18
 NH0933  NAD 83(2011) X  -     17,133.919 (meters)                     COMP
 NH0933  NAD 83(2011) Y  - -4,672,827.823 (meters)                     COMP
 NH0933  NAD 83(2011) Z  -  4,327,024.523 (meters)                     COMP
 NH0933  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 NH0933
 NH0933  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NH0933  Standards:
 NH0933         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NH0933            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NH0933  -------------------------------------------------------------------
 NH0933  NETWORK    2.83   3.08           0.78   1.36   1.57     -0.22180906
 NH0933  -------------------------------------------------------------------
 NH0933  Click here for local accuracies and other accuracy information.
 NH0933
 NH0933.The horizontal coordinates were established by GPS observations
 NH0933.and adjusted by the National Geodetic Survey in June 2012.
 NH0933
 NH0933.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NH0933.been affixed to the stable North American tectonic plate. See 
 NH0933.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NH0933
 NH0933.The horizontal coordinates are valid at the epoch date displayed above
 NH0933.which is a decimal equivalence of Year/Month/Day.
 NH0933
 NH0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0933
 NH0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0933.GEOID18 height accuracy estimate available here.
 NH0933
 NH0933.Click photographs - Photos may exist for this station.
 NH0933
 NH0933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0933
 NH0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0933
 NH0933.The ellipsoidal height was determined by GPS observations
 NH0933.and is referenced to NAD 83.
 NH0933
 NH0933. The following values were computed from the NAD 83(2011) position.
 NH0933
 NH0933;                    North         East     Units Scale Factor Converg.
 NH0933;SPC WI S     -   110,145.327   617,132.316   MT  0.99995799   +0 08 39.7
 NH0933;SPC WI S     -   361,368.46  2,024,708.27   sFT  0.99995799   +0 08 39.7
 NH0933;UTM  16      - 4,763,625.792   272,560.199   MT  1.00023642   -1 54 11.6
 NH0933
 NH0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0933!SPC WI S     -   0.99994713  x   0.99995799  =   0.99990512
 NH0933!UTM  16      -   0.99994713  x   1.00023642  =   1.00018354
 NH0933
 NH0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7256063625(NAD 83)
 NH0933
 NH0933                          SUPERSEDED SURVEY CONTROL
 NH0933
 NH0933  NAD 83(2007)-  42 59 28.67002(N)    089 47 23.69041(W) AD(2002.00) 0
 NH0933  ELLIP H (02/10/07)  337.200  (m)                       GP(2002.00)    
 NH0933  NAD 83(1997)-  42 59 28.66984(N)    089 47 23.69065(W) AD(       ) 2
 NH0933  ELLIP H (06/17/02)  337.185  (m)                       GP(       ) 4 1
 NH0933  NAD 83(1991)-  42 59 28.66936(N)    089 47 23.68930(W) AD(       ) 2
 NH0933  ELLIP H (11/21/91)  337.302  (m)                       GP(       ) 4 1
 NH0933  NAD 83(1986)-  42 59 28.66038(N)    089 47 23.68706(W) AD(       ) 2
 NH0933  NAD 27      -  42 59 28.67009(N)    089 47 23.24316(W) AD(       ) 2
 NH0933  NGVD 29 (07/12/88)  371.1    (m)  RAPSU86  model used  GPS OBS        
 NH0933
 NH0933.Superseded values are not recommended for survey control.
 NH0933
 NH0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0933.See file dsdata.pdf to determine how the superseded data were derived.
 NH0933
 NH0933_MARKER: DD = SURVEY DISK
 NH0933_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH0933_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NH0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0933+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 NH0933
 NH0933  HISTORY     - Date     Condition        Report By
 NH0933  HISTORY     - 1987     MONUMENTED       WI-025
 NH0933  HISTORY     - 20040211 GOOD             INDIV
 NH0933
 NH0933                          STATION DESCRIPTION
 NH0933
 NH0933'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 NH0933'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF MT HOREB,
 NH0933'4.8 KM (3.0 MI) SOUTHEAST OF BLUE MOUNDS, AND 4.0 KM (2.5 MI) SOUTH
 NH0933'OF LITTLE NORWAY ALONG ERBE ROAD.  OWNERSHIP--TOWN OF BLUE MOUNDS,
 NH0933'ARTHUR BERGUM, CHAIRMAN, 2881 BERGUM ROAD, MT HOREB WI 53572,
 NH0933'PHONE 608-437-5449.
 NH0933'
 NH0933'TO REACH THE STATION FROM MT HOREB AT JUNCTION OF U.S. HIGHWAYS
 NH0933'18, 151 (BUSINESS UNTIL WEST OF TOWN LIMITS) AND STATE HIGHWAY 92, GO
 NH0933'WEST ON U.S. HIGHWAY 18, 151, ALSO STATE HIGHWAY 78, FOR 4.6 KM (2.9
 NH0933'MI) TO ERBE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON ERBE ROAD
 NH0933'FOR 1.8 KM (1.15 MI) TO THE STATION ON THE RIGHT.
 NH0933'
 NH0933'THE STATION IS A STANDARD WI-025 DISK STAMPED---035 1987---, EPOXIED
 NH0933'TO THE TOP OF A STEEL ROD AND SET IN
 NH0933'A MASS OF CONCRETE RECESSED 7 CM BELOW
 NH0933'GROUND SURFACE.  LOCATED 4.4 METERS (14.4 FT) SOUTH FROM APPROXIMATE
 NH0933'CENTER OF FIELD ENTRANCE, 4.2 METERS (13.9 FT) WEST FROM CENTER OF
 NH0933'ERBE ROAD, 3.7 METERS (12.1 FT) EAST FROM AN OLD WIRE FENCE THAT IS
 NH0933'FALLEN DOWN, AND 1.5 METERS (5.0 FT) WEST FROM EDGE OF ERBE ROAD.
 NH0933'
 NH0933'DANE COUNTY, WISCONSIN 1987.
 NH0933'
 NH0933'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH0933'
 NH0933'DESCRIBED BY J.N. LEONHARDT.
 NH0933
 NH0933                          STATION RECOVERY (2004)
 NH0933
 NH0933'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BDB)
 NH0933'RECOVERED AS DESCRIBED.  NOW THERE IS A DRIVEWAY TO THE EAST FROM THE
 NH0933'TOWN ROAD, JUST NORTH OF THE STATION.  FIELD ENTRANCE IS GONE AND
 NH0933'FENCES ARE GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0619 ***********************************************************************
 OM0619  DESIGNATION -  036
 OM0619  PID         -  OM0619
 OM0619  STATE/COUNTY-  WI/DANE
 OM0619  COUNTRY     -  US
 OM0619  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0619
 OM0619                         *CURRENT SURVEY CONTROL
 OM0619  ______________________________________________________________________
 OM0619* NAD 83(2011) POSITION- 43 10 09.38961(N) 089 36 00.87520(W)   ADJUSTED
 OM0619* NAD 83(2011) ELLIP HT-   316.491 (meters)        (06/27/12)   ADJUSTED
 OM0619* NAD 83(2011) EPOCH   -  2010.00
 OM0619* NAVD 88 ORTHO HEIGHT -   351.0   (meters)     1152.    (feet) VERTCON3
 OM0619  ______________________________________________________________________
 OM0619  GEOID HEIGHT    -        -34.406 (meters)                     GEOID18
 OM0619  NAD 83(2011) X  -     32,508.286 (meters)                     COMP
 OM0619  NAD 83(2011) Y  - -4,659,225.120 (meters)                     COMP
 OM0619  NAD 83(2011) Z  -  4,341,452.787 (meters)                     COMP
 OM0619  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 OM0619
 OM0619  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0619  Standards:
 OM0619         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0619            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0619  -------------------------------------------------------------------
 OM0619  NETWORK    2.42   2.31           0.63   1.17   1.18     -0.26577299
 OM0619  -------------------------------------------------------------------
 OM0619  Click here for local accuracies and other accuracy information.
 OM0619
 OM0619.The horizontal coordinates were established by GPS observations
 OM0619.and adjusted by the National Geodetic Survey in June 2012.
 OM0619
 OM0619.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0619.been affixed to the stable North American tectonic plate. See 
 OM0619.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0619
 OM0619.The horizontal coordinates are valid at the epoch date displayed above
 OM0619.which is a decimal equivalence of Year/Month/Day.
 OM0619
 OM0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0619
 OM0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0619.GEOID18 height accuracy estimate available here.
 OM0619
 OM0619.Click photographs - Photos may exist for this station.
 OM0619
 OM0619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0619
 OM0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0619
 OM0619.The ellipsoidal height was determined by GPS observations
 OM0619.and is referenced to NAD 83.
 OM0619
 OM0619. The following values were computed from the NAD 83(2011) position.
 OM0619
 OM0619;                    North         East     Units Scale Factor Converg.
 OM0619;SPC WI S     -   129,972.950   632,504.887   MT  0.99994070   +0 16 28.8
 OM0619;SPC WI S     -   426,419.59  2,075,143.12   sFT  0.99994070   +0 16 28.8
 OM0619;UTM  16      - 4,782,895.239   288,636.457   MT  1.00014960   -1 46 46.7
 OM0619
 OM0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0619!SPC WI S     -   0.99995037  x   0.99994070  =   0.99989107
 OM0619!UTM  16      -   0.99995037  x   1.00014960  =   1.00009996
 OM0619
 OM0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8863682895(NAD 83)
 OM0619
 OM0619                          SUPERSEDED SURVEY CONTROL
 OM0619
 OM0619  NAD 83(2007)-  43 10 09.38976(N)    089 36 00.87601(W) AD(2002.00) 0
 OM0619  ELLIP H (02/10/07)  316.539  (m)                       GP(2002.00)    
 OM0619  NAD 83(1997)-  43 10 09.38964(N)    089 36 00.87645(W) AD(       ) 2
 OM0619  ELLIP H (06/17/02)  316.527  (m)                       GP(       ) 4 1
 OM0619  NAD 83(1991)-  43 10 09.38910(N)    089 36 00.87509(W) AD(       ) 2
 OM0619  ELLIP H (11/21/91)  316.642  (m)                       GP(       ) 4 1
 OM0619  NAD 83(1986)-  43 10 09.38297(N)    089 36 00.88248(W) AD(       ) 2
 OM0619  NAD 27      -  43 10 09.41037(N)    089 36 00.45411(W) AD(       ) 2
 OM0619  NGVD 29 (07/12/88)  351.1    (m)  RAPSU86  model used  GPS OBS        
 OM0619
 OM0619.Superseded values are not recommended for survey control.
 OM0619
 OM0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0619.See file dsdata.pdf to determine how the superseded data were derived.
 OM0619
 OM0619_MARKER: DD = SURVEY DISK
 OM0619_SETTING: 0 = UNSPECIFIED SETTING
 OM0619_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0619+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0619
 OM0619  HISTORY     - Date     Condition        Report By
 OM0619  HISTORY     - 1987     MONUMENTED       WI-025
 OM0619
 OM0619                          STATION DESCRIPTION
 OM0619
 OM0619'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0619'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTHWEST OF
 OM0619'MIDDLETON, 8.0 KM (5.0 MI) NORTHEAST OF CROSS PLAINS, 5.6 KM (3.5
 OM0619'MI) SOUTHEAST OF MARXVILLE, AND 1.6 KM (1.0 MI) SOUTHWEST OF
 OM0619'MARTINSVILLE ON THE ROAD RIGHT-OF-WAY.  OWNERSHIP--TOWN OF BERRY,
 OM0619'HERMAN HOFFMANN, CHAIRMAN, 6379 MATZ ROAD, DANE WI 53529,
 OM0619'PHONE 608-798-2190.
 OM0619'
 OM0619'TO REACH THE STATION FROM ST MARTINS CHURCH IN MARTINSVILLE, GO
 OM0619'SOUTHWEST ON MARTINSVILLE ROAD FOR 1.0 KM (0.65 MI) TO
 OM0619'WHIPPOORWILL ROAD.  TURN LEFT AND GO SOUTH FOR 0.8 KM (0.5 MI) TO
 OM0619'THE STATION IN THE RIGHT EDGE OF THE PAVEMENT.
 OM0619'
 OM0619'THE STATION IS A DANE COUNTY CAST ALUMINUM MONUMENT THAT
 OM0619'IS---UNSTAMPED---, SET FLUSH WITH THE GROUND.  LOCATED 64.0 METERS
 OM0619'(210.0 FT) NORTH OF A FARM HOUSE ENTRANCE DRIVEWAY, 30.0 METERS
 OM0619'(98.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF LOW RED BARN, 10.9
 OM0619'METERS (35.6 FT) SOUTHEAST FROM A STEEL FENCE CORNER POST, AND 3.0
 OM0619'METERS (9.8 FT) WEST FROM ROAD CENTER.
 OM0619'
 OM0619'DANE COUNTY, WISCONSIN 1987.
 OM0619'
 OM0619'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0619'
 OM0619'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0620 ***********************************************************************
 OM0620  DESIGNATION -  038
 OM0620  PID         -  OM0620
 OM0620  STATE/COUNTY-  WI/DANE
 OM0620  COUNTRY     -  US
 OM0620  USGS QUAD   -  BLACK EARTH (2018)
 OM0620
 OM0620                         *CURRENT SURVEY CONTROL
 OM0620  ______________________________________________________________________
 OM0620* NAD 83(2011) POSITION- 43 09 43.79909(N) 089 37 48.93216(W)   ADJUSTED
 OM0620* NAD 83(2011) ELLIP HT-   307.629 (meters)        (06/27/12)   ADJUSTED
 OM0620* NAD 83(2011) EPOCH   -  2010.00
 OM0620* NAVD 88 ORTHO HEIGHT -   342.2   (meters)     1123.    (feet) VERTCON3
 OM0620  ______________________________________________________________________
 OM0620  GEOID HEIGHT    -        -34.390 (meters)                     GEOID18
 OM0620  NAD 83(2011) X  -     30,070.875 (meters)                     COMP
 OM0620  NAD 83(2011) Y  - -4,659,775.321 (meters)                     COMP
 OM0620  NAD 83(2011) Z  -  4,340,870.690 (meters)                     COMP
 OM0620  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 OM0620
 OM0620  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0620  Standards:
 OM0620         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0620            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0620  -------------------------------------------------------------------
 OM0620  NETWORK    2.32   2.35           0.65   1.11   1.20     -0.24551387
 OM0620  -------------------------------------------------------------------
 OM0620  Click here for local accuracies and other accuracy information.
 OM0620
 OM0620.The horizontal coordinates were established by GPS observations
 OM0620.and adjusted by the National Geodetic Survey in June 2012.
 OM0620
 OM0620.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0620.been affixed to the stable North American tectonic plate. See 
 OM0620.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0620
 OM0620.The horizontal coordinates are valid at the epoch date displayed above
 OM0620.which is a decimal equivalence of Year/Month/Day.
 OM0620
 OM0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0620
 OM0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0620.GEOID18 height accuracy estimate available here.
 OM0620
 OM0620.Click photographs - Photos may exist for this station.
 OM0620
 OM0620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0620
 OM0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0620
 OM0620.The ellipsoidal height was determined by GPS observations
 OM0620.and is referenced to NAD 83.
 OM0620
 OM0620. The following values were computed from the NAD 83(2011) position.
 OM0620
 OM0620;                    North         East     Units Scale Factor Converg.
 OM0620;SPC WI S     -   129,172.020   630,067.769   MT  0.99994121   +0 15 14.6
 OM0620;SPC WI S     -   423,791.87  2,067,147.34   sFT  0.99994121   +0 15 14.6
 OM0620;UTM  16      - 4,782,182.027   286,171.667   MT  1.00016249   -1 47 59.8
 OM0620
 OM0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0620!SPC WI S     -   0.99995176  x   0.99994121  =   0.99989297
 OM0620!UTM  16      -   0.99995176  x   1.00016249  =   1.00011424
 OM0620
 OM0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8617182182(NAD 83)
 OM0620
 OM0620                          SUPERSEDED SURVEY CONTROL
 OM0620
 OM0620  NAD 83(2007)-  43 09 43.79922(N)    089 37 48.93296(W) AD(2002.00) 0
 OM0620  ELLIP H (02/10/07)  307.678  (m)                       GP(2002.00)    
 OM0620  NAD 83(1997)-  43 09 43.79911(N)    089 37 48.93342(W) AD(       ) 2
 OM0620  ELLIP H (06/17/02)  307.664  (m)                       GP(       ) 4 1
 OM0620  NAD 83(1991)-  43 09 43.79857(N)    089 37 48.93205(W) AD(       ) 2
 OM0620  ELLIP H (11/21/91)  307.782  (m)                       GP(       ) 4 1
 OM0620  NAD 83(1986)-  43 09 43.79267(N)    089 37 48.93932(W) AD(       ) 2
 OM0620  NAD 27      -  43 09 43.81958(N)    089 37 48.50976(W) AD(       ) 2
 OM0620  NGVD 29 (07/12/88)  342.2    (m)  RAPSU86  model used  GPS OBS        
 OM0620
 OM0620.Superseded values are not recommended for survey control.
 OM0620
 OM0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0620.See file dsdata.pdf to determine how the superseded data were derived.
 OM0620
 OM0620_MARKER: DD = SURVEY DISK
 OM0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0620_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0620+STABILITY: SURFACE MOTION
 OM0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0620+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0620
 OM0620  HISTORY     - Date     Condition        Report By
 OM0620  HISTORY     - 1987     MONUMENTED       WI-025
 OM0620
 OM0620                          STATION DESCRIPTION
 OM0620
 OM0620'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0620'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHEAST OF CROSS
 OM0620'PLAINS, 4.8 KM (3.0 MI) SOUTHEAST OF MARXVILLE, 3.2 KM (2.0 MI)
 OM0620'SOUTHWEST OF MARTINSVILLE AND ON A LOW KNOLL ON THE HORNUNG FARM.
 OM0620'OWNERSHIP--EDWARD HORNUNG, RFD 1, 8282 SCOTT ROAD, CROSS PLAINS WI
 OM0620'53528, PHONE 608-798-2921.
 OM0620'
 OM0620'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 OM0620'COUNTY HIGHWAY P (CHURCH STREET) IN CROSS PLAINS, GO NORTHEAST ON
 OM0620'COUNTY HIGHWAY P FOR 3.4 KM (2.1 MI) TO ENCHANTED VALLEY ROAD ON THE
 OM0620'LEFT.  TURN LEFT AND GO NORTH FOR 1.6 KM (1.0 MI) TO CROSSROADS
 OM0620'(WEST HILL POINT ROAD).  CONTINUE AHEAD FOR 1.3 KM (0.8 MI) TO OTTO
 OM0620'KERL ROAD.  CONTINUE AHEAD FOR 0.3 KM (0.2 MI) TO SCOTT ROAD ON THE
 OM0620'LEFT.  TURN LEFT AND GO WEST FOR 0.8 KM (0.5 MI) TO THE HORNUNG
 OM0620'HOUSE.  CONTINUE AHEAD, EAST, PAST THE BARN AND UPHILL FOR 0.1 KM
 OM0620'(0.05 MI) TO STATION IN THE FENCE LINE, AT THE CORNER POST.
 OM0620'
 OM0620'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK
 OM0620'STAMPED---T N R E---, SET IN THE TOP OF A 13 CM SQUARE CONCRETE POST
 OM0620'PROJECTING 13 CM ABOVE GROUND.  LOCATED 9.6 METERS (31.6 FT)
 OM0620'NORTHEAST FROM AN APPLE TREE, 1.0 METERS (3.4 FT) EAST FROM 5 CM
 OM0620'DIAMETER IRON FENCE POST, AND IN THE FENCE LINE.
 OM0620'
 OM0620'DANE COUNTY, WISCONSIN 1987.
 OM0620'
 OM0620'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0620'
 OM0620'DESCRIBED BY J.N. LEONHARDT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0621 ***********************************************************************
 OM0621  DESIGNATION -  039
 OM0621  PID         -  OM0621
 OM0621  STATE/COUNTY-  WI/DANE
 OM0621  COUNTRY     -  US
 OM0621  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0621
 OM0621                         *CURRENT SURVEY CONTROL
 OM0621  ______________________________________________________________________
 OM0621* NAD 83(2011) POSITION- 43 09 44.49587(N) 089 37 13.16068(W)   ADJUSTED
 OM0621* NAD 83(2011) ELLIP HT-   315.211 (meters)        (06/27/12)   ADJUSTED
 OM0621* NAD 83(2011) EPOCH   -  2010.00
 OM0621* NAVD 88 ORTHO HEIGHT -   349.7   (meters)     1147.    (feet) VERTCON3
 OM0621  ______________________________________________________________________
 OM0621  GEOID HEIGHT    -        -34.391 (meters)                     GEOID18
 OM0621  NAD 83(2011) X  -     30,878.935 (meters)                     COMP
 OM0621  NAD 83(2011) Y  - -4,659,760.856 (meters)                     COMP
 OM0621  NAD 83(2011) Z  -  4,340,891.562 (meters)                     COMP
 OM0621  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 OM0621
 OM0621  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0621  Standards:
 OM0621         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0621            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0621  -------------------------------------------------------------------
 OM0621  NETWORK    2.32   2.35           0.65   1.11   1.20     -0.24579686
 OM0621  -------------------------------------------------------------------
 OM0621  Click here for local accuracies and other accuracy information.
 OM0621
 OM0621.The horizontal coordinates were established by GPS observations
 OM0621.and adjusted by the National Geodetic Survey in June 2012.
 OM0621
 OM0621.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0621.been affixed to the stable North American tectonic plate. See 
 OM0621.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0621
 OM0621.The horizontal coordinates are valid at the epoch date displayed above
 OM0621.which is a decimal equivalence of Year/Month/Day.
 OM0621
 OM0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0621
 OM0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0621.GEOID18 height accuracy estimate available here.
 OM0621
 OM0621.Click photographs - Photos may exist for this station.
 OM0621
 OM0621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0621
 OM0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0621
 OM0621.The ellipsoidal height was determined by GPS observations
 OM0621.and is referenced to NAD 83.
 OM0621
 OM0621. The following values were computed from the NAD 83(2011) position.
 OM0621
 OM0621;                    North         East     Units Scale Factor Converg.
 OM0621;SPC WI S     -   129,197.152   630,875.715   MT  0.99994120   +0 15 39.2
 OM0621;SPC WI S     -   423,874.32  2,069,798.07   sFT  0.99994120   +0 15 39.2
 OM0621;UTM  16      - 4,782,178.184   286,980.172   MT  1.00015825   -1 47 35.3
 OM0621
 OM0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0621!SPC WI S     -   0.99995057  x   0.99994120  =   0.99989177
 OM0621!UTM  16      -   0.99995057  x   1.00015825  =   1.00010881
 OM0621
 OM0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8698082178(NAD 83)
 OM0621
 OM0621                          SUPERSEDED SURVEY CONTROL
 OM0621
 OM0621  NAD 83(2007)-  43 09 44.49600(N)    089 37 13.16148(W) AD(2002.00) 0
 OM0621  ELLIP H (02/10/07)  315.260  (m)                       GP(2002.00)    
 OM0621  NAD 83(1997)-  43 09 44.49588(N)    089 37 13.16194(W) AD(       ) 2
 OM0621  ELLIP H (06/17/02)  315.248  (m)                       GP(       ) 4 1
 OM0621  NAD 83(1991)-  43 09 44.49534(N)    089 37 13.16057(W) AD(       ) 2
 OM0621  ELLIP H (11/21/91)  315.365  (m)                       GP(       ) 4 1
 OM0621  NAD 83(1986)-  43 09 44.48944(N)    089 37 13.16785(W) AD(       ) 2
 OM0621  NAD 27      -  43 09 44.51631(N)    089 37 12.73864(W) AD(       ) 2
 OM0621  NGVD 29 (07/12/88)  349.8    (m)  RAPSU86  model used  GPS OBS        
 OM0621
 OM0621.Superseded values are not recommended for survey control.
 OM0621
 OM0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0621.See file dsdata.pdf to determine how the superseded data were derived.
 OM0621
 OM0621_MARKER: DD = SURVEY DISK
 OM0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0621+STABILITY: SURFACE MOTION
 OM0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0621+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0621
 OM0621  HISTORY     - Date     Condition        Report By
 OM0621  HISTORY     - 1987     MONUMENTED       WI-025
 OM0621
 OM0621                          STATION DESCRIPTION
 OM0621
 OM0621'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0621'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) NORTH-NORTHEAST OF
 OM0621'BLACK EARTH, 6.4 KM (4.0 MI) NORTHEAST OF CROSS PLAINS, 4.8 KM
 OM0621'SOUTHEAST OF MARXVILLE, AND 3.2 KM (2.0 MI) SOUTHWEST OF
 OM0621'MARTINSVILLE ON THE ROAD RIGHT-OF-WAY.  OWNERSHIP--TOWN OF BERRY,
 OM0621'HERMAN HOFFMANN, CHAIRMAN, 6379 MATZ ROAD, DANE WI 53529,
 OM0621'PHONE 608-798-2190.
 OM0621'
 OM0621'TO REACH THE STATION FROM ST MARTINS CHURCH IN MARTINSVILLE, GO
 OM0621'SOUTHWEST AND WEST ON MARTINSVILLE ROAD FOR 1.3 KM (0.8 MI) TO A
 OM0621'FORK.  BEAR LEFT AND CONTINUE AHEAD ON MARTINSVILLE ROAD FOR 1.8 KM
 OM0621'(1.1 MI) TO COUNTY HIGHWAY K.  TURN RIGHT AND GO 0.5 KM (0.2 MI) TO
 OM0621'THE TOP OF GRADE AND A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 OM0621'ENCHANTED VALLEY ROAD FOR 0.3 KM (0.2 MI) TO STATION ON THE RIGHT
 OM0621'JUST BEFORE REACHING SCOTT ROAD.
 OM0621'
 OM0621'THE STATION IS A STANDARD WI-025 DISK STAMPED---039 1987---, SET IN
 OM0621'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 12
 OM0621'CM BELOW GROUND SURFACE.  LOCATED 47.2 METERS (155.0 FT) SOUTH OF
 OM0621'POWER POLE 11L50-94, 19.5 METERS (64.0 FT) NORTH FROM CENTER OF
 OM0621'SCOTT ROAD, 19.1 METERS (62.6 FT) NORTHEAST FROM A DEAD END SIGN,
 OM0621'AND 5.5 METERS (18.0 FT) WEST FROM CENTER OF ENCHANTED VALLEY ROAD.
 OM0621'
 OM0621'DANE COUNTY, WISCONSIN 1987.
 OM0621'
 OM0621'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0621'
 OM0621'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6311 ***********************************************************************
 DO6311  DESIGNATION -  04 77 98
 DO6311  PID         -  DO6311
 DO6311  STATE/COUNTY-  WI/BAYFIELD
 DO6311  COUNTRY     -  US
 DO6311  USGS QUAD   -  ASHLAND WEST (2018)
 DO6311
 DO6311                         *CURRENT SURVEY CONTROL
 DO6311  ______________________________________________________________________
 DO6311* NAD 83(1986) POSITION- 46 35 41.4    (N) 090 57 17.9    (W)   HD_HELD2
 DO6311* NAVD 88 ORTHO HEIGHT -   186.458 (meters)      611.74  (feet) ADJUSTED
 DO6311  ______________________________________________________________________
 DO6311  GEOID HEIGHT    -        -31.570 (meters)                     GEOID18
 DO6311  DYNAMIC HEIGHT  -        186.462 (meters)      611.75  (feet) COMP
 DO6311  MODELED GRAVITY -    980,634.3   (mgal)                       NAVD 88
 DO6311
 DO6311  VERT ORDER      -  SECOND    CLASS I
 DO6311
 DO6311.The horizontal coordinates were established by autonomous hand held GPS
 DO6311.observations and have an estimated accuracy of +/- 10 meters.
 DO6311
 DO6311.The orthometric height was determined by differential leveling and
 DO6311.adjusted by the NATIONAL GEODETIC SURVEY
 DO6311.in February 2017.
 DO6311
 DO6311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6311.GEOID18 height accuracy estimate available here.
 DO6311
 DO6311.Click photographs - Photos may exist for this station.
 DO6311
 DO6311.The dynamic height is computed by dividing the NAVD 88
 DO6311.geopotential number by the normal gravity value computed on the
 DO6311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6311.degrees latitude (g = 980.6199 gals.).
 DO6311
 DO6311.The modeled gravity was interpolated from observed gravity values.
 DO6311
 DO6311;                    North         East    Units  Estimated Accuracy
 DO6311;SPC WI N     -   159,177.      526,825.      MT  (+/- 10 meters HH2 GPS)
 DO6311
 DO6311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5664362172(NAD 83)
 DO6311
 DO6311                          SUPERSEDED SURVEY CONTROL
 DO6311
 DO6311  NAVD 88 (07/25/13)  186.474  (m)          611.79   (f) SUPERSEDED  2 1
 DO6311
 DO6311.Superseded values are not recommended for survey control.
 DO6311
 DO6311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6311.See file dsdata.pdf to determine how the superseded data were derived.
 DO6311
 DO6311_MARKER: DD = SURVEY DISK
 DO6311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO6311_SP_SET: BRIDGE SPAN
 DO6311_STAMPING: 04 77 98 2012
 DO6311_MARK LOGO: WIDT
 DO6311_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6311+STABILITY: SURFACE MOTION
 DO6311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6311+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 DO6311
 DO6311  HISTORY     - Date     Condition        Report By
 DO6311  HISTORY     - 1998     MONUMENTED       WIDT
 DO6311  HISTORY     - 20120613 GOOD             WIDT
 DO6311
 DO6311                          STATION DESCRIPTION
 DO6311
 DO6311'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6311'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF
 DO6311'MOQUAH, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF WASHBURN AND 3.4 MI (5.5
 DO6311'KM) WEST OF ASHLAND.
 DO6311'
 DO6311'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH STATE
 DO6311'HIGHWAY 13 APPROXIMATELY 3.6 MI (5.8 KM) WEST OF THE CITY OF ASHLAND,
 DO6311'GO NORTH ON STATE HIGHWAY 13 FOR 0.5 MI (0.8 KM) TO A BRIDGE OVER
 DO6311'NORTH WHITTLESEY CREEK AND THE STATION ON THE RIGHT.
 DO6311'
 DO6311'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6311'SURVEY DISK SET IN THE SPAN OF THE BRIDGE OVER NORTH WHITTLESEY CREEK
 DO6311'-B-04-77-98-, LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 160 FT
 DO6311'(48.8 M) NORTH OF THE CENTERLINE OF CHERRYVILLE ROAD, 17.5 FT (5.3 M)
 DO6311'EAST OF THE CENTERLINE OF STATE HIGHWAY 13 AND 0.5 M NORTH OF AN
 DO6311'EXPANSION JOINT.
 DO6311'
 DO6311'NOTE-THE STATION IS OBSTRUCTED BY TREES TO THE EAST AND WEST EXTENDING
 DO6311'TO NEAR 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0622 ***********************************************************************
 OM0622  DESIGNATION -  040
 OM0622  PID         -  OM0622
 OM0622  STATE/COUNTY-  WI/DANE
 OM0622  COUNTRY     -  US
 OM0622  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0622
 OM0622                         *CURRENT SURVEY CONTROL
 OM0622  ______________________________________________________________________
 OM0622* NAD 83(2011) POSITION- 43 09 53.71388(N) 089 34 52.99839(W)   ADJUSTED
 OM0622* NAD 83(2011) ELLIP HT-   283.910 (meters)        (06/27/12)   ADJUSTED
 OM0622* NAD 83(2011) EPOCH   -  2010.00
 OM0622* NAVD 88 ORTHO HEIGHT -   318.4   (meters)     1045.    (feet) VERTCON3
 OM0622  ______________________________________________________________________
 OM0622  GEOID HEIGHT    -        -34.401 (meters)                     GEOID18
 OM0622  NAD 83(2011) X  -     34,043.768 (meters)                     COMP
 OM0622  NAD 83(2011) Y  - -4,659,521.363 (meters)                     COMP
 OM0622  NAD 83(2011) Z  -  4,341,077.650 (meters)                     COMP
 OM0622  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 OM0622
 OM0622  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0622  Standards:
 OM0622         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0622            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0622  -------------------------------------------------------------------
 OM0622  NETWORK    2.62   2.39           0.66   1.27   1.22     -0.28738076
 OM0622  -------------------------------------------------------------------
 OM0622  Click here for local accuracies and other accuracy information.
 OM0622
 OM0622.The horizontal coordinates were established by GPS observations
 OM0622.and adjusted by the National Geodetic Survey in June 2012.
 OM0622
 OM0622.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0622.been affixed to the stable North American tectonic plate. See 
 OM0622.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0622
 OM0622.The horizontal coordinates are valid at the epoch date displayed above
 OM0622.which is a decimal equivalence of Year/Month/Day.
 OM0622
 OM0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0622
 OM0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0622.GEOID18 height accuracy estimate available here.
 OM0622
 OM0622.Click photographs - Photos may exist for this station.
 OM0622
 OM0622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0622
 OM0622.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0622
 OM0622.The ellipsoidal height was determined by GPS observations
 OM0622.and is referenced to NAD 83.
 OM0622
 OM0622. The following values were computed from the NAD 83(2011) position.
 OM0622
 OM0622;                    North         East     Units Scale Factor Converg.
 OM0622;SPC WI S     -   129,496.754   634,040.406   MT  0.99994101   +0 17 15.5
 OM0622;SPC WI S     -   424,857.27  2,080,180.90   sFT  0.99994101   +0 17 15.5
 OM0622;UTM  16      - 4,782,364.199   290,154.232   MT  1.00014173   -1 45 59.7
 OM0622
 OM0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0622!SPC WI S     -   0.99995548  x   0.99994101  =   0.99989649
 OM0622!UTM  16      -   0.99995548  x   1.00014173  =   1.00009720
 OM0622
 OM0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9015482364(NAD 83)
 OM0622
 OM0622                          SUPERSEDED SURVEY CONTROL
 OM0622
 OM0622  NAD 83(2007)-  43 09 53.71403(N)    089 34 52.99918(W) AD(2002.00) 0
 OM0622  ELLIP H (02/10/07)  283.955  (m)                       GP(2002.00)    
 OM0622  NAD 83(1997)-  43 09 53.71392(N)    089 34 52.99966(W) AD(       ) 2
 OM0622  ELLIP H (06/17/02)  283.947  (m)                       GP(       ) 4 1
 OM0622  NAD 83(1991)-  43 09 53.71338(N)    089 34 52.99824(W) AD(       ) 2
 OM0622  ELLIP H (11/21/91)  284.056  (m)                       GP(       ) 4 1
 OM0622  NAD 83(1986)-  43 09 53.70681(N)    089 34 53.00561(W) AD(       ) 2
 OM0622  NAD 27      -  43 09 53.73346(N)    089 34 52.57762(W) AD(       ) 2
 OM0622  NGVD 29 (07/12/88)  318.5    (m)  RAPSU86  model used  GPS OBS        
 OM0622
 OM0622.Superseded values are not recommended for survey control.
 OM0622
 OM0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0622.See file dsdata.pdf to determine how the superseded data were derived.
 OM0622
 OM0622_MARKER: DD = SURVEY DISK
 OM0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0622+STABILITY: SURFACE MOTION
 OM0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0622+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0622
 OM0622  HISTORY     - Date     Condition        Report By
 OM0622  HISTORY     - 1987     MONUMENTED       WI-025
 OM0622
 OM0622                          STATION DESCRIPTION
 OM0622
 OM0622'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0622'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHWEST OF MIDDLETON,
 OM0622'8.0 KM (5.0 MI) NORTHEAST OF CROSS PLAINS, 6.4 KM (4.0 MI) SOUTHEAST
 OM0622'OF MARXVILLE, AND 1.6 KM (1.0 MI) SOUTH-SOUTHEAST OF MARTINSVILLE ON
 OM0622'ROAD RIGHT-OF-WAY.  OWNERSHIP--DANE COUNTY, DEPT OF HIGHWAY AND
 OM0622'TRANSPORTATION, 2302 FISH HATCHERY ROAD, MADISON WI 53713,
 OM0622'PHONE 608-266-4261.
 OM0622'
 OM0622'TO REACH THE STATION FROM THE POST OFFICE IN CROSS PLAINS, GO
 OM0622'NORTHWEST ABOUT 30.5 METERS (100 FT) TO STOP SIGN AT AMERICAN
 OM0622'LEGION DRIVE.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) TO STOP
 OM0622'SIGN AT MAIN STREET (U.S. HIGHWAY 14).  TURN LEFT AND GO EAST ON
 OM0622'MAIN STREET FOR 0.5 KM (0.3 MI) TO COUNTY HIGHWAY P ON THE LEFT.
 OM0622'TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY P FOR 8.1 KM (5.05 MI)
 OM0622'TO THE STATION ON THE LEFT JUST AFTER CURVE IN THE ROAD.
 OM0622'
 OM0622'THE STATION IS A STANDARD WI-025 DISK STAMPED---040 1987---, EPOXIED
 OM0622'TO THE TOP OF A STEEL ROD SET IN A
 OM0622'ROUND CONCRETE POST 20 CM IN DIAMETER
 OM0622'AND RECESSED 10 CM BELOW THE GROUND SURFACE.  LOCATED 49.7 METERS
 OM0622'(163.0 FT) NORTH FROM CENTER OF FIELD ROAD, 8.8 METERS (29.0 FT)
 OM0622'WEST FROM CENTERLINE OF COUNTY HIGHWAY P AND 0.9 METERS (3.0 FT)
 OM0622'EAST FROM EDGE OF FIELD.
 OM0622'
 OM0622'DANE COUNTY, WISCONSIN 1987.
 OM0622'
 OM0622'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0622'
 OM0622'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0623 ***********************************************************************
 OM0623  DESIGNATION -  042
 OM0623  PID         -  OM0623
 OM0623  STATE/COUNTY-  WI/DANE
 OM0623  COUNTRY     -  US
 OM0623  USGS QUAD   -  BLACK EARTH (2018)
 OM0623
 OM0623                         *CURRENT SURVEY CONTROL
 OM0623  ______________________________________________________________________
 OM0623* NAD 83(2011) POSITION- 43 09 14.76666(N) 089 38 24.56128(W)   ADJUSTED
 OM0623* NAD 83(2011) ELLIP HT-   268.993 (meters)        (06/27/12)   ADJUSTED
 OM0623* NAD 83(2011) EPOCH   -  2010.00
 OM0623* NAVD 88 ORTHO HEIGHT -   303.4   (meters)      995.    (feet) VERTCON3
 OM0623  ______________________________________________________________________
 OM0623  GEOID HEIGHT    -        -34.375 (meters)                     GEOID18
 OM0623  NAD 83(2011) X  -     29,269.641 (meters)                     COMP
 OM0623  NAD 83(2011) Y  - -4,660,365.113 (meters)                     COMP
 OM0623  NAD 83(2011) Z  -  4,340,190.673 (meters)                     COMP
 OM0623  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 OM0623
 OM0623  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0623  Standards:
 OM0623         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0623            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0623  -------------------------------------------------------------------
 OM0623  NETWORK    2.83   2.78           0.71   1.38   1.42     -0.22758521
 OM0623  -------------------------------------------------------------------
 OM0623  Click here for local accuracies and other accuracy information.
 OM0623
 OM0623.The horizontal coordinates were established by GPS observations
 OM0623.and adjusted by the National Geodetic Survey in June 2012.
 OM0623
 OM0623.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0623.been affixed to the stable North American tectonic plate. See 
 OM0623.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0623
 OM0623.The horizontal coordinates are valid at the epoch date displayed above
 OM0623.which is a decimal equivalence of Year/Month/Day.
 OM0623
 OM0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0623
 OM0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0623.GEOID18 height accuracy estimate available here.
 OM0623
 OM0623.Click photographs - Photos may exist for this station.
 OM0623
 OM0623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0623
 OM0623.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0623
 OM0623.The ellipsoidal height was determined by GPS observations
 OM0623.and is referenced to NAD 83.
 OM0623
 OM0623. The following values were computed from the NAD 83(2011) position.
 OM0623
 OM0623;                    North         East     Units Scale Factor Converg.
 OM0623;SPC WI S     -   128,272.620   629,266.807   MT  0.99994180   +0 14 50.1
 OM0623;SPC WI S     -   420,841.09  2,064,519.52   sFT  0.99994180   +0 14 50.1
 OM0623;UTM  16      - 4,781,311.716   285,338.800   MT  1.00016688   -1 48 23.2
 OM0623
 OM0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0623!SPC WI S     -   0.99995782  x   0.99994180  =   0.99989962
 OM0623!UTM  16      -   0.99995782  x   1.00016688  =   1.00012469
 OM0623
 OM0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8533881311(NAD 83)
 OM0623
 OM0623                          SUPERSEDED SURVEY CONTROL
 OM0623
 OM0623  NAD 83(2007)-  43 09 14.76679(N)    089 38 24.56210(W) AD(2002.00) 0
 OM0623  ELLIP H (02/10/07)  269.043  (m)                       GP(2002.00)    
 OM0623  NAD 83(1997)-  43 09 14.76666(N)    089 38 24.56249(W) AD(       ) 2
 OM0623  ELLIP H (06/17/02)  269.028  (m)                       GP(       ) 4 1
 OM0623  NAD 83(1991)-  43 09 14.76612(N)    089 38 24.56114(W) AD(       ) 2
 OM0623  ELLIP H (11/21/91)  269.147  (m)                       GP(       ) 4 1
 OM0623  NAD 83(1986)-  43 09 14.75951(N)    089 38 24.56754(W) AD(       ) 2
 OM0623  NAD 27      -  43 09 14.78591(N)    089 38 24.13701(W) AD(       ) 2
 OM0623  NGVD 29 (07/12/88)  303.4    (m)  RAPSU86  model used  GPS OBS        
 OM0623
 OM0623.Superseded values are not recommended for survey control.
 OM0623
 OM0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0623.See file dsdata.pdf to determine how the superseded data were derived.
 OM0623
 OM0623_MARKER: DD = SURVEY DISK
 OM0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0623+STABILITY: SURFACE MOTION
 OM0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0623+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0623
 OM0623  HISTORY     - Date     Condition        Report By
 OM0623  HISTORY     - 1987     MONUMENTED       WI-025
 OM0623
 OM0623                          STATION DESCRIPTION
 OM0623
 OM0623'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0623'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF BLACK
 OM0623'EARTH, 4.8 KM (3.0 MI) NORTH-NORTHEAST OF CROSS PLAINS, AND 4.0 KM
 OM0623'(2.5 MI) SOUTH-SOUTHEAST OF MARXVILLE ON ROAD RIGHT-OF-WAY.
 OM0623'OWNERSHIP--TOWN
 OM0623'OF BERRY, HERMAN HOFFMANN, CHAIRMAN, 6379 MATZ ROAD, DANE WI 53529,
 OM0623'PHONE 608-798-2190.
 OM0623'
 OM0623'TO REACH THE STATION FROM THE POST OFFICE IN CROSS PLAINS, GO
 OM0623'NORTHWEST ON PARK STREET FOR ABOUT 30.5 METERS (100.0 FT) TO
 OM0623'AMERICAN LEGION DRIVE.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI)
 OM0623'TO MAIN STREET (U.S. HIGHWAY 14).  TURN RIGHT AND GO NORTHWEST ON
 OM0623'MAIN STREET FOR 1.7 KM (1.05 MI) TO COUNTY HIGHWAY KP ON THE RIGHT.
 OM0623'TURN RIGHT AND GO 2.7 KM (1.3 MI) TO OTTO KERL ROAD.  BEAR RIGHT AND
 OM0623'GO NORTHWESTERLY FOR 2.4 KM (1.5 MI) TO SCHUMANN ROAD ON THE LEFT
 OM0623'AND THE STAION NEAR A STOP SIGN.
 OM0623'
 OM0623'THE STATION IS A STANDARD WI-025 DISK STAMPED---042 1987---, SET IN
 OM0623'THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER AND 18 CM
 OM0623'BELOW THE GROUND SURFACE.  LOCATED 24.4 METERS (80.0 FT) SOUTHWEST
 OM0623'OF APPROXIMATE CENTER OF INTERSECTION, 19.8 METERS (65.0 FT) SOUTH
 OM0623'POWER POLE NUMBER 11F-6-31, 12.1 METERS (39.8 FT) NORTHEAST OF A
 OM0623'STOP SIGN AND 4.8 METERS (15.7 FT) WEST OF CENTER OF SCHUMANN ROAD.
 OM0623'
 OM0623'DANE COUNTY, WISCONSIN 1987.
 OM0623'
 OM0623'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0623'
 OM0623'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0624 ***********************************************************************
 OM0624  DESIGNATION -  043
 OM0624  PID         -  OM0624
 OM0624  STATE/COUNTY-  WI/DANE
 OM0624  COUNTRY     -  US
 OM0624  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0624
 OM0624                         *CURRENT SURVEY CONTROL
 OM0624  ______________________________________________________________________
 OM0624* NAD 83(2011) POSITION- 43 09 08.16503(N) 089 36 16.61618(W)   ADJUSTED
 OM0624* NAD 83(2011) ELLIP HT-   281.110 (meters)        (06/27/12)   ADJUSTED
 OM0624* NAD 83(2011) EPOCH   -  2010.00
 OM0624* NAVD 88 ORTHO HEIGHT -   315.5   (meters)     1035.    (feet) VERTCON3
 OM0624  ______________________________________________________________________
 OM0624  GEOID HEIGHT    -        -34.371 (meters)                     GEOID18
 OM0624  NAD 83(2011) X  -     32,161.460 (meters)                     COMP
 OM0624  NAD 83(2011) Y  - -4,660,494.241 (meters)                     COMP
 OM0624  NAD 83(2011) Z  -  4,340,050.330 (meters)                     COMP
 OM0624  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 OM0624
 OM0624  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0624  Standards:
 OM0624         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0624            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0624  -------------------------------------------------------------------
 OM0624  NETWORK    2.37   2.72           0.74   1.11   1.39     -0.22787176
 OM0624  -------------------------------------------------------------------
 OM0624  Click here for local accuracies and other accuracy information.
 OM0624
 OM0624.The horizontal coordinates were established by GPS observations
 OM0624.and adjusted by the National Geodetic Survey in June 2012.
 OM0624
 OM0624.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0624.been affixed to the stable North American tectonic plate. See 
 OM0624.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0624
 OM0624.The horizontal coordinates are valid at the epoch date displayed above
 OM0624.which is a decimal equivalence of Year/Month/Day.
 OM0624
 OM0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0624
 OM0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0624.GEOID18 height accuracy estimate available here.
 OM0624
 OM0624.Click photographs - Photos may exist for this station.
 OM0624
 OM0624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0624
 OM0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0624
 OM0624.The ellipsoidal height was determined by GPS observations
 OM0624.and is referenced to NAD 83.
 OM0624
 OM0624. The following values were computed from the NAD 83(2011) position.
 OM0624
 OM0624;                    North         East     Units Scale Factor Converg.
 OM0624;SPC WI S     -   128,081.998   632,158.313   MT  0.99994194   +0 16 18.0
 OM0624;SPC WI S     -   420,215.69  2,074,006.07   sFT  0.99994194   +0 16 18.0
 OM0624;UTM  16      - 4,781,017.532   288,222.245   MT  1.00015176   -1 46 55.4
 OM0624
 OM0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0624!SPC WI S     -   0.99995592  x   0.99994194  =   0.99989786
 OM0624!UTM  16      -   0.99995592  x   1.00015176  =   1.00010767
 OM0624
 OM0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8822281017(NAD 83)
 OM0624
 OM0624                          SUPERSEDED SURVEY CONTROL
 OM0624
 OM0624  NAD 83(2007)-  43 09 08.16516(N)    089 36 16.61698(W) AD(2002.00) 0
 OM0624  ELLIP H (02/10/07)  281.158  (m)                       GP(2002.00)    
 OM0624  NAD 83(1997)-  43 09 08.16504(N)    089 36 16.61744(W) AD(       ) 2
 OM0624  ELLIP H (06/17/02)  281.145  (m)                       GP(       ) 4 1
 OM0624  NAD 83(1991)-  43 09 08.16450(N)    089 36 16.61607(W) AD(       ) 2
 OM0624  ELLIP H (11/21/91)  281.262  (m)                       GP(       ) 4 1
 OM0624  NAD 83(1986)-  43 09 08.15852(N)    089 36 16.62333(W) AD(       ) 2
 OM0624  NAD 27      -  43 09 08.18420(N)    089 36 16.19479(W) AD(       ) 2
 OM0624  NGVD 29 (07/12/88)  315.6    (m)  RAPSU86  model used  GPS OBS        
 OM0624
 OM0624.Superseded values are not recommended for survey control.
 OM0624
 OM0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0624.See file dsdata.pdf to determine how the superseded data were derived.
 OM0624
 OM0624_MARKER: DD = SURVEY DISK
 OM0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0624+STABILITY: SURFACE MOTION
 OM0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0624+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0624
 OM0624  HISTORY     - Date     Condition        Report By
 OM0624  HISTORY     - 1987     MONUMENTED       WI-025
 OM0624
 OM0624                          STATION DESCRIPTION
 OM0624
 OM0624'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0624'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) EAST OF BLACK EARTH,
 OM0624'9.7 KM (6.0 MI) NORTHWEST OF MIDDLETON, 6.4 KM (4.0 MI) NORTHEAST OF
 OM0624'CROSS PLAINS, 6.4 KM (4.0 MI) SOUTHEAST OF MARXVILLE, AND 3.2 KM
 OM0624'(2.0 MI) SOUTH OF MARTINSVILLE.  OWNERSHIP--MR M E MILLAR, 7985
 OM0624'COUNTY HIGHWAY K, CROSS PLAINS WI 53528, PHONE 608-798-4267.
 OM0624'
 OM0624'TO REACH THE STATION FROM THE POST OFFICE IN CROSS PLAINS, GO
 OM0624'NORTHWEST ABOUT 30.5 METERS (100.0 FT) TO A STOP SIGN AT AMERICAN
 OM0624'LEGION DRIVE.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) TO A STOP
 OM0624'SIGN AT MAIN STREET (U.S. HIGHWAY 14).  TURN LEFT AND GO EAST ON
 OM0624'MAIN STREET FOR 0.5 KM (0.3 MI) TO COUNTY HIGHWAY P ON THE LEFT.
 OM0624'TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY P FOR 5.9 KM (3.65 MI)
 OM0624'TO COUNTY HIGHWAY K.  TURN LEFT AND GO NORTHWEST FOR 0.6 KM (0.4 MI)
 OM0624'TO THE MARK ON THE LEFT.
 OM0624'
 OM0624'THE STATION IS A STANDARD WI-025 DISK STAMPED---042 1987---, EPOXIED
 OM0624'TO A STEEL ROD SET IN A
 OM0624'ROUND CONCRETE POST 25 CM IN DIAMETER AND 15 CM
 OM0624'BELOW THE GROUND SURFACE.  LOCATED 54.9 METERS (180.1 FT) SOUTHEAST
 OM0624'OF CULVERT, 13.7 METERS (45.0 FT) (SLOPE DISTANCE) SOUTHWEST FROM
 OM0624'CENTERLINE OF COUNTY HIGHWAY K, AND 1.5 METERS (5.0 FT) NORTHEAST
 OM0624'FROM EDGE OF FIELD.
 OM0624'
 OM0624'DANE COUNTY, WISCONSIN 1987.
 OM0624'
 OM0624'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0624'
 OM0624'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4990 ***********************************************************************
 DQ4990  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4990  DESIGNATION -  043621
 DQ4990  PID         -  DQ4990
 DQ4990  STATE/COUNTY-  WI/MARINETTE
 DQ4990  COUNTRY     -  US
 DQ4990  USGS QUAD   -  AMBERG (2018)
 DQ4990
 DQ4990                         *CURRENT SURVEY CONTROL
 DQ4990  ______________________________________________________________________
 DQ4990* NAD 83(2011) POSITION- 45 37 27.22958(N) 087 52 56.25709(W)   ADJUSTED
 DQ4990* NAD 83(2011) ELLIP HT-   224.335 (meters)        (04/14/17)   ADJUSTED
 DQ4990* NAD 83(2011) EPOCH   -  2010.00
 DQ4990* NAVD 88 ORTHO HEIGHT -   259.59  (meters)      851.7   (feet) GPS OBS
 DQ4990  ______________________________________________________________________
 DQ4990  GEOID HEIGHT    -        -35.246 (meters)                     GEOID18
 DQ4990  NAD 83(2011) X  -    165,119.645 (meters)                     COMP
 DQ4990  NAD 83(2011) Y  - -4,465,373.683 (meters)                     COMP
 DQ4990  NAD 83(2011) Z  -  4,536,296.544 (meters)                     COMP
 DQ4990  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 DQ4990
 DQ4990  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4990  Standards:
 DQ4990         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4990            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4990  -------------------------------------------------------------------
 DQ4990  NETWORK    0.54   0.65           0.25   0.18   0.33     -0.16071872
 DQ4990  -------------------------------------------------------------------
 DQ4990  Click here for local accuracies and other accuracy information.
 DQ4990
 DQ4990.The horizontal coordinates were established by GPS observations
 DQ4990.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4990
 DQ4990.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4990.been affixed to the stable North American tectonic plate. See 
 DQ4990.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4990
 DQ4990.The horizontal coordinates are valid at the epoch date displayed above
 DQ4990.which is a decimal equivalence of Year/Month/Day.
 DQ4990
 DQ4990.The orthometric height was determined by GPS observations and a
 DQ4990.high-resolution geoid model using precise GPS observation and
 DQ4990.processing techniques.
 DQ4990
 DQ4990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4990.GEOID18 height accuracy estimate available here.
 DQ4990
 DQ4990.Click photographs - Photos may exist for this station.
 DQ4990
 DQ4990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4990
 DQ4990.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4990
 DQ4990.The ellipsoidal height was determined by GPS observations
 DQ4990.and is referenced to NAD 83.
 DQ4990
 DQ4990. The following values were computed from the NAD 83(2011) position.
 DQ4990
 DQ4990;                    North         East     Units Scale Factor Converg.
 DQ4990;SPC WI C     -   201,166.406   765,137.027   MT  1.00002603   +1 29 39.1
 DQ4990;SPC WI C     -   659,993.45  2,510,287.06   sFT  1.00002603   +1 29 39.1
 DQ4990;UTM  16      - 5,052,676.824   431,221.027   MT  0.99965816   -0 37 50.4
 DQ4990
 DQ4990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4990!SPC WI C     -   0.99996483  x   1.00002603  =   0.99999086
 DQ4990!UTM  16      -   0.99996483  x   0.99965816  =   0.99962300
 DQ4990
 DQ4990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3122152676(NAD 83)
 DQ4990
 DQ4990                          SUPERSEDED SURVEY CONTROL
 DQ4990
 DQ4990.No superseded survey control is available for this station.
 DQ4990
 DQ4990_MARKER: DD = SURVEY DISK
 DQ4990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4990_STAMPING: 043621 2000
 DQ4990_MARK LOGO: WI-075
 DQ4990_PROJECTION: FLUSH
 DQ4990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4990+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4990
 DQ4990  HISTORY     - Date     Condition        Report By
 DQ4990  HISTORY     - 2000     MONUMENTED       WI-075
 DQ4990  HISTORY     - 20150201 GOOD             WIDT
 DQ4990
 DQ4990                          STATION DESCRIPTION
 DQ4990
 DQ4990'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4990'THE STATION IS APPROXIMATELY 11.3 MI (18.2 KM) SOUTH OF NORWAY, 6.0 MI
 DQ4990'(9.7 KM) EAST-NORTHEAST OF BEECHER AND 5.3 MI (8.5 KM) EAST-SOUTHEAST
 DQ4990'OF PEMBINE.
 DQ4990'
 DQ4990'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH US
 DQ4990'HIGHWAY 8 WEST IN THE COMMUNITY OF PEMBINE, GO NORTH ON US HIGHWAY 141
 DQ4990'FOR 0.25 MI (0.4 KM) TO CEMETERY ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DQ4990'EAST ON CEMETERY ROAD FOR 3.9 MI (6.3 KM) TO BISHOP ROAD ON THE RIGHT.
 DQ4990'CONTINUE EAST ON CEMETERY ROAD FOR 1.6 MI (2.6 KM) TO THE STATION ON
 DQ4990'THE LEFT.
 DQ4990'
 DQ4990'THE STATION IS A MARINETTE COUNTY GPS NETWORK CONTROL STATION DISK SET
 DQ4990'IN THE TOP OF A CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ4990'STATION IS 6.5 M (21.3 FT) SOUTH OF THE CENTERLINE OF CEMETERY ROAD,
 DQ4990'39.7 M (130.2 FT) SOUTHEAST OF A POWER POLE -3721 33R3-, 19.0 M (62.3
 DQ4990'FT) SOUTHWEST OF A UTILITY JUNCTION BOX -336050- AND LOCATED IN THE
 DQ4990'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4990'
 DQ4990'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4990'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0625 ***********************************************************************
 OM0625  DESIGNATION -  044
 OM0625  PID         -  OM0625
 OM0625  STATE/COUNTY-  WI/DANE
 OM0625  COUNTRY     -  US
 OM0625  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0625
 OM0625                         *CURRENT SURVEY CONTROL
 OM0625  ______________________________________________________________________
 OM0625* NAD 83(2011) POSITION- 43 09 21.70542(N) 089 34 52.61112(W)   ADJUSTED
 OM0625* NAD 83(2011) ELLIP HT-   313.695 (meters)        (06/27/12)   ADJUSTED
 OM0625* NAD 83(2011) EPOCH   -  2010.00
 OM0625* NAVD 88 ORTHO HEIGHT -   348.2   (meters)     1142.    (feet) VERTCON3
 OM0625  ______________________________________________________________________
 OM0625  GEOID HEIGHT    -        -34.379 (meters)                     GEOID18
 OM0625  NAD 83(2011) X  -     34,057.613 (meters)                     COMP
 OM0625  NAD 83(2011) Y  - -4,660,218.724 (meters)                     COMP
 OM0625  NAD 83(2011) Z  -  4,340,377.464 (meters)                     COMP
 OM0625  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 OM0625
 OM0625  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0625  Standards:
 OM0625         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0625            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0625  -------------------------------------------------------------------
 OM0625  NETWORK    2.32   2.29           0.65   1.11   1.17     -0.26333465
 OM0625  -------------------------------------------------------------------
 OM0625  Click here for local accuracies and other accuracy information.
 OM0625
 OM0625.The horizontal coordinates were established by GPS observations
 OM0625.and adjusted by the National Geodetic Survey in June 2012.
 OM0625
 OM0625.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0625.been affixed to the stable North American tectonic plate. See 
 OM0625.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0625
 OM0625.The horizontal coordinates are valid at the epoch date displayed above
 OM0625.which is a decimal equivalence of Year/Month/Day.
 OM0625
 OM0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0625
 OM0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0625.GEOID18 height accuracy estimate available here.
 OM0625
 OM0625.Click photographs - Photos may exist for this station.
 OM0625
 OM0625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0625
 OM0625.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0625
 OM0625.The ellipsoidal height was determined by GPS observations
 OM0625.and is referenced to NAD 83.
 OM0625
 OM0625. The following values were computed from the NAD 83(2011) position.
 OM0625
 OM0625;                    North         East     Units Scale Factor Converg.
 OM0625;SPC WI S     -   128,509.089   634,054.114   MT  0.99994166   +0 17 15.7
 OM0625;SPC WI S     -   421,616.90  2,080,225.87   sFT  0.99994166   +0 17 15.7
 OM0625;UTM  16      - 4,781,376.479   290,132.526   MT  1.00014185   -1 45 58.3
 OM0625
 OM0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0625!SPC WI S     -   0.99995081  x   0.99994166  =   0.99989247
 OM0625!UTM  16      -   0.99995081  x   1.00014185  =   1.00009265
 OM0625
 OM0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9013281376(NAD 83)
 OM0625
 OM0625                          SUPERSEDED SURVEY CONTROL
 OM0625
 OM0625  NAD 83(2007)-  43 09 21.70556(N)    089 34 52.61192(W) AD(2002.00) 0
 OM0625  ELLIP H (02/10/07)  313.740  (m)                       GP(2002.00)    
 OM0625  NAD 83(1997)-  43 09 21.70545(N)    089 34 52.61238(W) AD(       ) 2
 OM0625  ELLIP H (06/17/02)  313.730  (m)                       GP(       ) 4 1
 OM0625  NAD 83(1991)-  43 09 21.70492(N)    089 34 52.61100(W) AD(       ) 2
 OM0625  ELLIP H (11/21/91)  313.841  (m)                       GP(       ) 4 1
 OM0625  NAD 83(1986)-  43 09 21.69844(N)    089 34 52.61826(W) AD(       ) 2
 OM0625  NAD 27      -  43 09 21.72420(N)    089 34 52.19050(W) AD(       ) 2
 OM0625  NGVD 29 (07/12/88)  348.3    (m)  RAPSU86  model used  GPS OBS        
 OM0625
 OM0625.Superseded values are not recommended for survey control.
 OM0625
 OM0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0625.See file dsdata.pdf to determine how the superseded data were derived.
 OM0625
 OM0625_MARKER: DD = SURVEY DISK
 OM0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0625+STABILITY: SURFACE MOTION
 OM0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0625+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0625
 OM0625  HISTORY     - Date     Condition        Report By
 OM0625  HISTORY     - 1987     MONUMENTED       WI-025
 OM0625
 OM0625                          STATION DESCRIPTION
 OM0625
 OM0625'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0625'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHWEST OF MIDDLETON,
 OM0625'8.0 KM (5.0 MI) NORTHEAST OF CROSS PLAINS, AND 2.4 KM (1.5 MI)
 OM0625'SOUTH OF MARTINSVILLE ON ROAD RIGHT-OF-WAY.  OWNERSHIP--TOWN OF
 OM0625'SPRINGFIELD, LEONARD MEIER, CHAIRMAN, 6535 FISHER ROAD, WAUNAKEE WI
 OM0625'53597, PHONE 608-831-8383.
 OM0625'
 OM0625'TO REACH THE STATION FROM THE POST OFFICE IN CROSS PLAINS, GO
 OM0625'NORTHWEST ABOUT 30.5 METERS (100.0 FT) TO A STOP SIGN AT AMERICAN
 OM0625'LEGION DRIVE.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) TO A STOP
 OM0625'SIGN AT MAIN STREET (U.S. HIGHWAY 14).  TURN LEFT AND GO EAST ON
 OM0625'MAIN STREET FOR 0.5 KM (0.3 MI) TO COUNTY HIGHWAY P ON THE LEFT.
 OM0625'TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY P FOR 7.5 KM (4.65 MI)
 OM0625'TO RILES ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST AND SOUTH ON
 OM0625'RILES ROAD FOR 0.7 KM (0.45 MI) TO THE STATION ON THE RIGHT.
 OM0625'
 OM0625'THE STATION IS A STANDARD WI-025 DISK STAMPED---044 1887---, EPOXIED
 OM0625'TO THE TOP OF A STEEL ROD SET IN A
 OM0625'ROUND CONCRETE POST 20 CM IN DIAMETER
 OM0625'AND 15 CM BELOW THE GROUND SURFACE.  LOCATED 27.6 METERS (90.5 FT)
 OM0625'SOUTHWEST OF POWER POLE NUMBER STR 168, 8.0 METERS (26.3 FT) WEST
 OM0625'OF ROAD CENTER, AND 1.1 METERS (3.5 FT) EAST FROM EDGE OF FIELD.
 OM0625'
 OM0625'DANE COUNTY, WISCONSIN 1987.
 OM0625'
 OM0625'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0625'
 OM0625'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0626 ***********************************************************************
 OM0626  DESIGNATION -  045
 OM0626  PID         -  OM0626
 OM0626  STATE/COUNTY-  WI/DANE
 OM0626  COUNTRY     -  US
 OM0626  USGS QUAD   -  BLACK EARTH (2018)
 OM0626
 OM0626                         *CURRENT SURVEY CONTROL
 OM0626  ______________________________________________________________________
 OM0626* NAD 83(2011) POSITION- 43 08 50.91206(N) 089 37 49.13832(W)   ADJUSTED
 OM0626* NAD 83(2011) ELLIP HT-   335.485 (meters)        (06/27/12)   ADJUSTED
 OM0626* NAD 83(2011) EPOCH   -  2010.00
 OM0626* NAVD 88 ORTHO HEIGHT -   369.9   (meters)     1214.    (feet) VERTCON3
 OM0626  ______________________________________________________________________
 OM0626  GEOID HEIGHT    -        -34.361 (meters)                     GEOID18
 OM0626  NAD 83(2011) X  -     30,073.551 (meters)                     COMP
 OM0626  NAD 83(2011) Y  - -4,660,912.009 (meters)                     COMP
 OM0626  NAD 83(2011) Z  -  4,339,699.059 (meters)                     COMP
 OM0626  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 OM0626
 OM0626  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0626  Standards:
 OM0626         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0626            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0626  -------------------------------------------------------------------
 OM0626  NETWORK    2.83   2.78           0.71   1.38   1.42     -0.22794379
 OM0626  -------------------------------------------------------------------
 OM0626  Click here for local accuracies and other accuracy information.
 OM0626
 OM0626.The horizontal coordinates were established by GPS observations
 OM0626.and adjusted by the National Geodetic Survey in June 2012.
 OM0626
 OM0626.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0626.been affixed to the stable North American tectonic plate. See 
 OM0626.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0626
 OM0626.The horizontal coordinates are valid at the epoch date displayed above
 OM0626.which is a decimal equivalence of Year/Month/Day.
 OM0626
 OM0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0626
 OM0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0626.GEOID18 height accuracy estimate available here.
 OM0626
 OM0626.Click photographs - Photos may exist for this station.
 OM0626
 OM0626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0626
 OM0626.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0626
 OM0626.The ellipsoidal height was determined by GPS observations
 OM0626.and is referenced to NAD 83.
 OM0626
 OM0626. The following values were computed from the NAD 83(2011) position.
 OM0626
 OM0626;                    North         East     Units Scale Factor Converg.
 OM0626;SPC WI S     -   127,540.020   630,070.347   MT  0.99994231   +0 15 14.4
 OM0626;SPC WI S     -   418,437.55  2,067,155.80   sFT  0.99994231   +0 15 14.4
 OM0626;UTM  16      - 4,780,550.623   286,115.745   MT  1.00016279   -1 47 58.2
 OM0626
 OM0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0626!SPC WI S     -   0.99994739  x   0.99994231  =   0.99988970
 OM0626!UTM  16      -   0.99994739  x   1.00016279  =   1.00011017
 OM0626
 OM0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8611580550(NAD 83)
 OM0626
 OM0626                          SUPERSEDED SURVEY CONTROL
 OM0626
 OM0626  NAD 83(2007)-  43 08 50.91218(N)    089 37 49.13914(W) AD(2002.00) 0
 OM0626  ELLIP H (02/10/07)  335.535  (m)                       GP(2002.00)    
 OM0626  NAD 83(1997)-  43 08 50.91205(N)    089 37 49.13952(W) AD(       ) 2
 OM0626  ELLIP H (06/17/02)  335.520  (m)                       GP(       ) 4 1
 OM0626  NAD 83(1991)-  43 08 50.91151(N)    089 37 49.13817(W) AD(       ) 2
 OM0626  ELLIP H (11/21/91)  335.639  (m)                       GP(       ) 4 1
 OM0626  NAD 83(1986)-  43 08 50.90491(N)    089 37 49.14456(W) AD(       ) 2
 OM0626  NAD 27      -  43 08 50.93051(N)    089 37 48.71451(W) AD(       ) 2
 OM0626  NGVD 29 (07/12/88)  369.9    (m)  RAPSU86  model used  GPS OBS        
 OM0626
 OM0626.Superseded values are not recommended for survey control.
 OM0626
 OM0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0626.See file dsdata.pdf to determine how the superseded data were derived.
 OM0626
 OM0626_MARKER: DD = SURVEY DISK
 OM0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0626_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0626+STABILITY: SURFACE MOTION
 OM0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0626+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0626
 OM0626  HISTORY     - Date     Condition        Report By
 OM0626  HISTORY     - 1987     MONUMENTED       WI-025
 OM0626
 OM0626                          STATION DESCRIPTION
 OM0626
 OM0626'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0626'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) SOUTH-SOUTHEAST OF
 OM0626'MARXVILLE, 4.8 KM (3.0 MI) NORTHEAST OF CROSS PLAINS, AND 4.8 KM
 OM0626'(3.0 MI) SOUTH-SOUTHEAST OF MARTINSVILLE ON THE WEST SIDE OF NORTH
 OM0626'HILL POINT ROAD.  OWNERSHIP--TOWN OF BERRY, HERMAN HOFFMANN, 6379
 OM0626'MATZ ROAD, DANE WI 53529, PHONE 608-798-2190.
 OM0626'
 OM0626'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 OM0626'COUNTY HIGHWAY P IN CROSS PLAINS, TAKE COUNTY HIGHWAY P AND GO
 OM0626'NORTHERLY FOR 2.6 KM (1.6 MI) TO THE JUNCTION OF COUNTY HIGHWAY P
 OM0626'AND NORTH HILL POINT ROAD.  TURN LEFT AND GO NORTH ON NORTH HILL
 OM0626'POINT ROAD FOR ABOUT 2.4 KM (1.5 MI) TO THE STATION ON THE LEFT.
 OM0626'
 OM0626'THE STATION IS A STANDARD WI-025 DISK STAMPED---045 1987---, EPOXIED
 OM0626'TO THE TOP OF A 2-INCH PIPE
 OM0626'SET IN A ROUND CONCRETE POST PROJECTING 4 CM ABOVE GROUND SURFACE.
 OM0626'LOCATED 26.7 METERS (87.5 FT) SOUTH-SOUTHEAST OF 3/8-INCH STEEL ROD
 OM0626'DRIVEN IN GROUND BEHIND POWER POLE, 24.0 METERS (78.5 FT)
 OM0626'SOUTH-SOUTHEAST OF POWER POLE, AND 9.5 METERS (31.2 FT)
 OM0626'SOUTH-SOUTHWEST OF A 1-INCH IRON PIPE WITH PLASTIC CAP.
 OM0626'
 OM0626'DANE COUNTY, WISCONSIN 1987.
 OM0626'
 OM0626'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0626'
 OM0626'DESCRIBED BY K.M. COALTER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0627 ***********************************************************************
 OM0627  DESIGNATION -  046
 OM0627  PID         -  OM0627
 OM0627  STATE/COUNTY-  WI/DANE
 OM0627  COUNTRY     -  US
 OM0627  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0627
 OM0627                         *CURRENT SURVEY CONTROL
 OM0627  ______________________________________________________________________
 OM0627* NAD 83(2011) POSITION- 43 07 58.60124(N) 089 37 10.19198(W)   ADJUSTED
 OM0627* NAD 83(2011) ELLIP HT-   245.765 (meters)        (06/27/12)   ADJUSTED
 OM0627* NAD 83(2011) EPOCH   -  2010.00
 OM0627* NAVD 88 ORTHO HEIGHT -   280.2   (meters)      919.    (feet) VERTCON3
 OM0627  ______________________________________________________________________
 OM0627  GEOID HEIGHT    -        -34.336 (meters)                     GEOID18
 OM0627  NAD 83(2011) X  -     30,960.507 (meters)                     COMP
 OM0627  NAD 83(2011) Y  - -4,661,944.646 (meters)                     COMP
 OM0627  NAD 83(2011) Z  -  4,338,459.727 (meters)                     COMP
 OM0627  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 OM0627
 OM0627  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0627  Standards:
 OM0627         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0627            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0627  -------------------------------------------------------------------
 OM0627  NETWORK    2.56   2.59           0.70   1.23   1.32     -0.22435837
 OM0627  -------------------------------------------------------------------
 OM0627  Click here for local accuracies and other accuracy information.
 OM0627
 OM0627.The horizontal coordinates were established by GPS observations
 OM0627.and adjusted by the National Geodetic Survey in June 2012.
 OM0627
 OM0627.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0627.been affixed to the stable North American tectonic plate. See 
 OM0627.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0627
 OM0627.The horizontal coordinates are valid at the epoch date displayed above
 OM0627.which is a decimal equivalence of Year/Month/Day.
 OM0627
 OM0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0627
 OM0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0627.GEOID18 height accuracy estimate available here.
 OM0627
 OM0627.Click photographs - Photos may exist for this station.
 OM0627
 OM0627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0627
 OM0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0627
 OM0627.The ellipsoidal height was determined by GPS observations
 OM0627.and is referenced to NAD 83.
 OM0627
 OM0627. The following values were computed from the NAD 83(2011) position.
 OM0627
 OM0627;                    North         East     Units Scale Factor Converg.
 OM0627;SPC WI S     -   125,929.783   630,957.686   MT  0.99994345   +0 15 41.2
 OM0627;SPC WI S     -   413,154.63  2,070,067.01   sFT  0.99994345   +0 15 41.2
 OM0627;UTM  16      - 4,778,909.270   286,945.002   MT  1.00015843   -1 47 29.8
 OM0627
 OM0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0627!SPC WI S     -   0.99996146  x   0.99994345  =   0.99990491
 OM0627!UTM  16      -   0.99996146  x   1.00015843  =   1.00011988
 OM0627
 OM0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8694578909(NAD 83)
 OM0627
 OM0627                          SUPERSEDED SURVEY CONTROL
 OM0627
 OM0627  NAD 83(2007)-  43 07 58.60136(N)    089 37 10.19279(W) AD(2002.00) 0
 OM0627  ELLIP H (02/10/07)  245.814  (m)                       GP(2002.00)    
 OM0627  NAD 83(1997)-  43 07 58.60124(N)    089 37 10.19322(W) AD(       ) 2
 OM0627  ELLIP H (06/17/02)  245.800  (m)                       GP(       ) 4 1
 OM0627  NAD 83(1991)-  43 07 58.60070(N)    089 37 10.19186(W) AD(       ) 2
 OM0627  ELLIP H (11/21/91)  245.918  (m)                       GP(       ) 4 1
 OM0627  NAD 83(1986)-  43 07 58.59410(N)    089 37 10.19846(W) AD(       ) 2
 OM0627  NAD 27      -  43 07 58.61808(N)    089 37 09.76893(W) AD(       ) 2
 OM0627  NGVD 29 (07/12/88)  280.2    (m)  RAPSU86  model used  GPS OBS        
 OM0627
 OM0627.Superseded values are not recommended for survey control.
 OM0627
 OM0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0627.See file dsdata.pdf to determine how the superseded data were derived.
 OM0627
 OM0627_MARKER: DD = SURVEY DISK
 OM0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0627_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0627+STABILITY: SURFACE MOTION
 OM0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0627+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0627
 OM0627  HISTORY     - Date     Condition        Report By
 OM0627  HISTORY     - 1987     MONUMENTED       WI-025
 OM0627
 OM0627                          STATION DESCRIPTION
 OM0627
 OM0627'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0627'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) NORTHWEST OF
 OM0627'MIDDLETON, 9.7 KM (6.0 MI) EAST OF BLACK EARTH, 5.6 KM (3.5 MI)
 OM0627'SOUTH-SOUTHWEST OF MARTINSVILLE, AND 4.0 KM (2.5 MI) NORTHEAST OF
 OM0627'CROSS PLAINS ON ROAD RIGHT-OF-WAY.  OWNERSHIP--DANE COUNTY, DEPT OF
 OM0627'HIGHWAY AND TRANSPORTATION, 2302 FISH HATCHERY ROAD, MADISON WI
 OM0627'53713, PHONE 608-266-4261.
 OM0627'
 OM0627'TO REACH THE STATION FORM THE POST OFFICE IN CROSS PLAINS, GO
 OM0627'NORTHWEST ABOUT 30.5 METERS (100.0 FT) TO A STOP SIGN AT AMERICAN
 OM0627'LEGION DRIVE.  TURN LEFT AND GO 0.1 KM (0.05 MI) TO A STOP SIGN AT
 OM0627'MAIN STREET (U.S. HIGHWAY 14).  TURN LEFT AND GO EAST ON MAIN STREET
 OM0627'FOR 0.5 KM (0.3 MI) TO COUNTY HIGHWAY P ON THE LEFT.  TURN LEFT AND
 OM0627'GO NORTHEAST ON COUNTY HIGHWAY P FOR 3.3 KM (2.05 MI) TO THE STATION
 OM0627'ON THE LEFT.
 OM0627'
 OM0627'THE STATION IS A STANDARD WI-025 DISK STAMPED---046 1987---, EPOXIED
 OM0627'TO THE TOP OF A STEEL ROD SET IN A
 OM0627'ROUND CONCRETE POST 30 CM IN DIAMETER
 OM0627'AND RECESSED 20 CM BELOW THE GROUND SURFACE.  LOCATED 62.5 METERS
 OM0627'(205.0 FT) SOUTHEAST FROM CENTERLINE OF ENCHANTED VALLEY ROAD, 27.1
 OM0627'METERS (89.0 FT) SOUTH-SOUTHEAST OF TELEPHONE JUNCTION BOX NUMBER
 OM0627'G17, 6.8 METERS (22.5 FT) NORTHWEST FROM CENTERLINE OF COUNTY
 OM0627'HIGHWAY P, AND 3.7 METERS (12.0 FT) SOUTHEAST OF FENCE LINE NEAR
 OM0627'WATER.
 OM0627'
 OM0627'DANE COUNTY, WISCONSIN 1987.
 OM0627'
 OM0627'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0627'
 OM0627'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0628 ***********************************************************************
 OM0628  DESIGNATION -  048
 OM0628  PID         -  OM0628
 OM0628  STATE/COUNTY-  WI/DANE
 OM0628  COUNTRY     -  US
 OM0628  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0628
 OM0628                         *CURRENT SURVEY CONTROL
 OM0628  ______________________________________________________________________
 OM0628* NAD 83(2011) POSITION- 43 08 37.28852(N) 089 36 14.45252(W)   ADJUSTED
 OM0628* NAD 83(2011) ELLIP HT-   257.975 (meters)        (06/27/12)   ADJUSTED
 OM0628* NAD 83(2011) EPOCH   -  2010.00
 OM0628* NAVD 88 ORTHO HEIGHT -   292.4   (meters)      959.    (feet) VERTCON3
 OM0628  ______________________________________________________________________
 OM0628  GEOID HEIGHT    -        -34.353 (meters)                     GEOID18
 OM0628  NAD 83(2011) X  -     32,214.735 (meters)                     COMP
 OM0628  NAD 83(2011) Y  - -4,661,128.674 (meters)                     COMP
 OM0628  NAD 83(2011) Z  -  4,339,339.293 (meters)                     COMP
 OM0628  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 OM0628
 OM0628  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0628  Standards:
 OM0628         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0628            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0628  -------------------------------------------------------------------
 OM0628  NETWORK    2.37   2.74           0.74   1.11   1.40     -0.22371757
 OM0628  -------------------------------------------------------------------
 OM0628  Click here for local accuracies and other accuracy information.
 OM0628
 OM0628.The horizontal coordinates were established by GPS observations
 OM0628.and adjusted by the National Geodetic Survey in June 2012.
 OM0628
 OM0628.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0628.been affixed to the stable North American tectonic plate. See 
 OM0628.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0628
 OM0628.The horizontal coordinates are valid at the epoch date displayed above
 OM0628.which is a decimal equivalence of Year/Month/Day.
 OM0628
 OM0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0628
 OM0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0628.GEOID18 height accuracy estimate available here.
 OM0628
 OM0628.Click photographs - Photos may exist for this station.
 OM0628
 OM0628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0628
 OM0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0628
 OM0628.The ellipsoidal height was determined by GPS observations
 OM0628.and is referenced to NAD 83.
 OM0628
 OM0628. The following values were computed from the NAD 83(2011) position.
 OM0628
 OM0628;                    North         East     Units Scale Factor Converg.
 OM0628;SPC WI S     -   127,129.450   632,211.720   MT  0.99994260   +0 16 19.5
 OM0628;SPC WI S     -   417,090.54  2,074,181.28   sFT  0.99994260   +0 16 19.5
 OM0628;UTM  16      - 4,780,063.482   288,241.488   MT  1.00015166   -1 46 52.9
 OM0628
 OM0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0628!SPC WI S     -   0.99995955  x   0.99994260  =   0.99990215
 OM0628!UTM  16      -   0.99995955  x   1.00015166  =   1.00011120
 OM0628
 OM0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8824180063(NAD 83)
 OM0628
 OM0628                          SUPERSEDED SURVEY CONTROL
 OM0628
 OM0628  NAD 83(2007)-  43 08 37.28865(N)    089 36 14.45332(W) AD(2002.00) 0
 OM0628  ELLIP H (02/10/07)  258.023  (m)                       GP(2002.00)    
 OM0628  NAD 83(1997)-  43 08 37.28853(N)    089 36 14.45378(W) AD(       ) 2
 OM0628  ELLIP H (06/17/02)  258.010  (m)                       GP(       ) 4 1
 OM0628  NAD 83(1991)-  43 08 37.28799(N)    089 36 14.45241(W) AD(       ) 2
 OM0628  ELLIP H (11/21/91)  258.127  (m)                       GP(       ) 4 1
 OM0628  NAD 83(1986)-  43 08 37.28203(N)    089 36 14.45967(W) AD(       ) 2
 OM0628  NAD 27      -  43 08 37.30679(N)    089 36 14.03123(W) AD(       ) 2
 OM0628  NGVD 29 (07/12/88)  292.4    (m)  RAPSU86  model used  GPS OBS        
 OM0628
 OM0628.Superseded values are not recommended for survey control.
 OM0628
 OM0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0628.See file dsdata.pdf to determine how the superseded data were derived.
 OM0628
 OM0628_MARKER: DD = SURVEY DISK
 OM0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0628+STABILITY: SURFACE MOTION
 OM0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0628+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0628
 OM0628  HISTORY     - Date     Condition        Report By
 OM0628  HISTORY     - 1987     MONUMENTED       WI-025
 OM0628
 OM0628                          STATION DESCRIPTION
 OM0628
 OM0628'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0628'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) EAST OF BLACK EARTH,
 OM0628'9.7 KM (6.0 MI) NORTHWEST OF MIDDLETON, 5.6 KM (3.5 MI) NORTHEAST
 OM0628'OF CROSS PLAINS, AND 4.0 KM (2.5 MI) SOUTH-SOUTHWEST OF MARTINSVILLE
 OM0628'ON ROAD RIGHT-OF-WAY.  OWNERSHIP--DANE COUNTY, DEPT OF HIGHWAY AND
 OM0628'TRANSPORTATION, 2302 FISH HATCHERY ROAD, MADISON WI 53713,
 OM0628'PHONE 608-266-4261.
 OM0628'
 OM0628'TO REACH THE STATION FROM THE POST OFFICE IN CROSS PLAINS, GO
 OM0628'NORTHWEST FOR 30.5 METERS (100.0 FT) TO A STOP SIGN AT AMERICAN
 OM0628'LEGION DRIVE.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) TO A STOP
 OM0628'SIGN AT MAIN STREET (U.S. HIGHWAY 14).  TURN LEFT AND GO EAST ON
 OM0628'MAIN STREET FOR 0.5 KM (0.3 MI) TO COUNTY HIGHWAY P ON THE LEFT.
 OM0628'TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY P FOR 5.1 KM (3.15 MI)
 OM0628'TO THE STATION ON THE RIGHT.
 OM0628'
 OM0628'THE STATION IS A STANDARD WI-025 DISK STAMPED---048 1987---, EPOXIED
 OM0628'TO A STEEL ROD SET IN A
 OM0628'ROUND CONCRETE POST 24 CM IN DIAMETER AND RECESSED
 OM0628'10 CM BELOW THE GROUND SURFACE.  LOCATED 32.6 METERS (107.0 FT)
 OM0628'NORTHEAST FROM EXTENDED CENTER OF A FIELD ROAD, 21.5 METERS (70.5
 OM0628'FT) SOUTH-SOUTHEAST OF POWER POLE NUMBER 12K 43-61, 6.7 METERS (22.0
 OM0628'FT) SOUTH-SOUTHEAST OF CENTERLINE OF COUNTY HIGHWAY P, AND 0.5 KM
 OM0628'(1.6 MI) LOWER THAN THE HIGHWAY.
 OM0628'
 OM0628'DANE COUNTY, WISCONSIN 1987.
 OM0628'
 OM0628'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0628'
 OM0628'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0629 ***********************************************************************
 OM0629  DESIGNATION -  049
 OM0629  PID         -  OM0629
 OM0629  STATE/COUNTY-  WI/DANE
 OM0629  COUNTRY     -  US
 OM0629  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0629
 OM0629                         *CURRENT SURVEY CONTROL
 OM0629  ______________________________________________________________________
 OM0629* NAD 83(2011) POSITION- 43 07 57.14758(N) 089 35 22.12285(W)   ADJUSTED
 OM0629* NAD 83(2011) ELLIP HT-   317.212 (meters)        (06/27/12)   ADJUSTED
 OM0629* NAD 83(2011) EPOCH   -  2010.00
 OM0629* NAVD 88 ORTHO HEIGHT -   351.6   (meters)     1154.    (feet) VERTCON3
 OM0629  ______________________________________________________________________
 OM0629  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 OM0629  NAD 83(2011) X  -     33,403.647 (meters)                     COMP
 OM0629  NAD 83(2011) Y  - -4,662,010.594 (meters)                     COMP
 OM0629  NAD 83(2011) Z  -  4,338,475.836 (meters)                     COMP
 OM0629  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 OM0629
 OM0629  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0629  Standards:
 OM0629         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0629            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0629  -------------------------------------------------------------------
 OM0629  NETWORK    2.38   2.67           0.75   1.11   1.36     -0.22486147
 OM0629  -------------------------------------------------------------------
 OM0629  Click here for local accuracies and other accuracy information.
 OM0629
 OM0629.The horizontal coordinates were established by GPS observations
 OM0629.and adjusted by the National Geodetic Survey in June 2012.
 OM0629
 OM0629.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0629.been affixed to the stable North American tectonic plate. See 
 OM0629.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0629
 OM0629.The horizontal coordinates are valid at the epoch date displayed above
 OM0629.which is a decimal equivalence of Year/Month/Day.
 OM0629
 OM0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0629
 OM0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0629.GEOID18 height accuracy estimate available here.
 OM0629
 OM0629.Click photographs - Photos may exist for this station.
 OM0629
 OM0629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0629
 OM0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0629
 OM0629.The ellipsoidal height was determined by GPS observations
 OM0629.and is referenced to NAD 83.
 OM0629
 OM0629. The following values were computed from the NAD 83(2011) position.
 OM0629
 OM0629;                    North         East     Units Scale Factor Converg.
 OM0629;SPC WI S     -   125,896.511   633,400.252   MT  0.99994349   +0 16 55.5
 OM0629;SPC WI S     -   413,045.47  2,078,080.66   sFT  0.99994349   +0 16 55.5
 OM0629;UTM  16      - 4,778,788.488   289,385.317   MT  1.00014571   -1 46 15.8
 OM0629
 OM0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0629!SPC WI S     -   0.99995026  x   0.99994349  =   0.99989375
 OM0629!UTM  16      -   0.99995026  x   1.00014571  =   1.00009596
 OM0629
 OM0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8938578788(NAD 83)
 OM0629
 OM0629                          SUPERSEDED SURVEY CONTROL
 OM0629
 OM0629  NAD 83(2007)-  43 07 57.14772(N)    089 35 22.12364(W) AD(2002.00) 0
 OM0629  ELLIP H (02/10/07)  317.256  (m)                       GP(2002.00)    
 OM0629  NAD 83(1997)-  43 07 57.14760(N)    089 35 22.12409(W) AD(       ) 2
 OM0629  ELLIP H (06/17/02)  317.242  (m)                       GP(       ) 4 1
 OM0629  NAD 83(1991)-  43 07 57.14707(N)    089 35 22.12272(W) AD(       ) 2
 OM0629  ELLIP H (11/21/91)  317.355  (m)                       GP(       ) 4 1
 OM0629  NAD 83(1986)-  43 07 57.14060(N)    089 35 22.12995(W) AD(       ) 2
 OM0629  NAD 27      -  43 07 57.16403(N)    089 35 21.70219(W) AD(       ) 2
 OM0629  NGVD 29 (07/12/88)  351.7    (m)  RAPSU86  model used  GPS OBS        
 OM0629
 OM0629.Superseded values are not recommended for survey control.
 OM0629
 OM0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0629.See file dsdata.pdf to determine how the superseded data were derived.
 OM0629
 OM0629_MARKER: DD = SURVEY DISK
 OM0629_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM0629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0629+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0629
 OM0629  HISTORY     - Date     Condition        Report By
 OM0629  HISTORY     - 1987     MONUMENTED       WI-025
 OM0629
 OM0629                          STATION DESCRIPTION
 OM0629
 OM0629'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0629'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHWEST OF
 OM0629'MIDDLETON, 5.6 KM (3.5 MI) SOUTH OF MARTINSVILLE, AND 4.0 KM (2.5
 OM0629'MI) NORTHEAST OF CROSS PLAINS.  OWNERSHIP--TOWN OF SPRINGFIELD,
 OM0629'LEONARD MEIER, CHAIRMAN, 6535 FISHER ROAD, WAUNAKEE WI 53597,
 OM0629'PHONE 608-831-8383.
 OM0629'
 OM0629'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 OM0629'COUNTY HIGHWAY P IN CROSS PLAINS, GO NORTH ON COUNTY HIGHWAY P FOR
 OM0629'4.2 KM (2.6 MI) TO THE JUNCTION OF COUNTY HIGHWAY P AND ENCHANTED
 OM0629'VALLEY ROAD.  TURN RIGHT AND GO EAST ON ENCHANTED VALLEY ROAD FOR
 OM0629'2.6 KM (1.6 MI) TO THE JUNCTION OF ENCHANTED VALLEY ROAD AND SUNRISE
 OM0629'RIDGE TERRACE ROAD.  TURN LEFT ONTO SUNRISE RIDGE TERRACE ROAD AND
 OM0629'GO 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT.
 OM0629'
 OM0629'THE STATION IS A STANDARD WI-025 DISK STAMPED---049 1987---, SET IN A
 OM0629'ROUND CONCRETE MONUMENT 23 CM IN DIAMETER AND RECESSED 5 CM BELOW
 OM0629'GROUND SURFACE.  LOCATED 26.2 METERS (86.0 FT) SOUTH FROM PRIVATE
 OM0629'DRIVE NUMBER 5098, 17.3 METERS (56.7 FT) NORTH OF PRIVATE DRIVE
 OM0629'NUMBER 5012, 5.5 METERS (18.0 FT) WEST FROM CENTERLINE OF SUNRISE
 OM0629'RIDGE TERRACE ROAD, AND 4.9 METERS (16.0 FT) EAST FROM A TELEPHONE
 OM0629'JUNCTION BOX NUMBER H16D 30/26.
 OM0629'
 OM0629'DANE COUNTY, WISCONSIN 1987.
 OM0629'
 OM0629'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0629'
 OM0629'DESCRIBED BY A.B. COLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5206 ***********************************************************************
 DH5206  DESIGNATION -  05 171E
 DH5206  PID         -  DH5206
 DH5206  STATE/COUNTY-  WI/MONROE
 DH5206  COUNTRY     -  US
 DH5206  USGS QUAD   -  OAKDALE (2018)
 DH5206
 DH5206                         *CURRENT SURVEY CONTROL
 DH5206  ______________________________________________________________________
 DH5206* NAD 83(2011) POSITION- 43 58 27.89362(N) 090 24 09.20648(W)   ADJUSTED
 DH5206* NAD 83(2011) ELLIP HT-   250.453 (meters)        (06/27/12)   ADJUSTED
 DH5206* NAD 83(2011) EPOCH   -  2010.00
 DH5206* NAVD 88 ORTHO HEIGHT -   284.615 (meters)      933.77  (feet) ADJUSTED
 DH5206  ______________________________________________________________________
 DH5206  GEOID HEIGHT    -        -34.152 (meters)                     GEOID18
 DH5206  NAD 83(2011) X  -    -32,302.465 (meters)                     COMP
 DH5206  NAD 83(2011) Y  - -4,597,517.442 (meters)                     COMP
 DH5206  NAD 83(2011) Z  -  4,406,220.122 (meters)                     COMP
 DH5206  LAPLACE CORR    -         -7.30  (seconds)                    DEFLEC18
 DH5206  DYNAMIC HEIGHT  -        284.559 (meters)      933.59  (feet) COMP
 DH5206  MODELED GRAVITY -    980,415.4   (mgal)                       NAVD 88
 DH5206
 DH5206  VERT ORDER      -  SECOND    CLASS I
 DH5206
 DH5206  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5206  Standards:
 DH5206         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5206            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5206  -------------------------------------------------------------------
 DH5206  NETWORK    0.22   0.33           0.10   0.08   0.17      0.11196351
 DH5206  -------------------------------------------------------------------
 DH5206  Click here for local accuracies and other accuracy information.
 DH5206
 DH5206.The horizontal coordinates were established by GPS observations
 DH5206.and adjusted by the National Geodetic Survey in June 2012.
 DH5206
 DH5206.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5206.been affixed to the stable North American tectonic plate. See 
 DH5206.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5206
 DH5206.The horizontal coordinates are valid at the epoch date displayed above
 DH5206.which is a decimal equivalence of Year/Month/Day.
 DH5206
 DH5206.The orthometric height was determined by differential leveling and
 DH5206.adjusted by the WI DEPT OF TRANSP
 DH5206.in May 2012.
 DH5206
 DH5206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5206.GEOID18 height accuracy estimate available here.
 DH5206
 DH5206.Click photographs - Photos may exist for this station.
 DH5206
 DH5206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5206
 DH5206.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5206
 DH5206.The ellipsoidal height was determined by GPS observations
 DH5206.and is referenced to NAD 83.
 DH5206
 DH5206.The dynamic height is computed by dividing the NAVD 88
 DH5206.geopotential number by the normal gravity value computed on the
 DH5206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5206.degrees latitude (g = 980.6199 gals.).
 DH5206
 DH5206.The modeled gravity was interpolated from observed gravity values.
 DH5206
 DH5206. The following values were computed from the NAD 83(2011) position.
 DH5206
 DH5206;                    North         East     Units Scale Factor Converg.
 DH5206;SPC WI S     -   219,422.283   567,699.224   MT  0.99998257   -0 16 35.8
 DH5206;SPC WI S     -   719,887.94  1,862,526.54   sFT  0.99998257   -0 16 35.8
 DH5206;UTM  15      - 4,872,311.275   708,339.784   MT  1.00013388   +1 48 14.9
 DH5206
 DH5206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5206!SPC WI S     -   0.99996073  x   0.99998257  =   0.99994330
 DH5206!UTM  15      -   0.99996073  x   1.00013388  =   1.00009460
 DH5206
 DH5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0833972311(NAD 83)
 DH5206
 DH5206                          SUPERSEDED SURVEY CONTROL
 DH5206
 DH5206  NAD 83(2007)-  43 58 27.89360(N)    090 24 09.20729(W) AD(2002.00) 0
 DH5206  ELLIP H (02/10/07)  250.487  (m)                       GP(2002.00)    
 DH5206  NAD 83(1997)-  43 58 27.89360(N)    090 24 09.20780(W) AD(       ) 1
 DH5206  ELLIP H (08/01/05)  250.483  (m)                       GP(       ) 2 1
 DH5206  NAVD 88             284.60   (m)          933.7    (f) LEVELING    3  
 DH5206  NAVD 88 (04/20/07)  284.603  (m)          933.74   (f) SUPERSEDED  2 1
 DH5206
 DH5206.Superseded values are not recommended for survey control.
 DH5206
 DH5206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5206.See file dsdata.pdf to determine how the superseded data were derived.
 DH5206
 DH5206_MARKER: DD = SURVEY DISK
 DH5206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5206_STAMPING: 05-171E 1997
 DH5206_MARK LOGO: WI-081
 DH5206_PROJECTION: FLUSH
 DH5206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5206+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2012
 DH5206
 DH5206  HISTORY     - Date     Condition        Report By
 DH5206  HISTORY     - 1997     MONUMENTED       WI-081
 DH5206  HISTORY     - 20030305 GOOD             WIDT
 DH5206  HISTORY     - 20051228 GOOD             WIDT
 DH5206  HISTORY     - 20120813 GOOD             WOOLPT
 DH5206
 DH5206                          STATION DESCRIPTION
 DH5206
 DH5206'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5206'THE STATION IS LOCATED ABOUT 8 KM EAST OF TOMAH AND 2 KM NORTHWEST OF
 DH5206'OAKDALE.   OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE
 DH5206'JUNCTION OF INTERSTATE  HIGHWAY 90/94 WITH COUNTY HIGHWAY PP ABOUT 10
 DH5206'KM EAST OF THE CITY OF TOMAH.  GO NORTH  ON COUNTY HIGHWAY PP FOR 2.6
 DH5206'KM TO GROSBEAK ROAD, TURN LEFT AND GO WEST ON GROSBEAK  ROAD FOR 2.7
 DH5206'KM TO COUNTY HIGHWAY N, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY N FOR
 DH5206'1.1 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE MONROE
 DH5206'COUNTY GEODETIC  CONTROL MARK DISK SET IN THE TOP OF A 40-CM DIAMETER
 DH5206'ROUND CONCRETE POST AND IS ABOUT  LEVEL  WITH THE HIGHWAY PAVEMENT.
 DH5206'THE STATION IS 13.6 M EAST OF THE CENTERLINE OF COUNTY  HIGHWAY N, 118
 DH5206'M NORTH OF THE NORTHERN END OF THE EASTERN GUARDRAIL FOR A THE
 DH5206'INTERSTATE 90/94 OVERPASS BRIDGE, 10.0 M WEST OF A FENCE, 6 M NORTH OF
 DH5206'THE CENTERLINE OF  A FIELD ENTRANCE AND 1.0 M  EAST, SOUTHWEST, NORTH
 DH5206'OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.   --NOTE---THIS STATION HAS
 DH5206'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE  THE
 DH5206'HORIZON.
 DH5206
 DH5206                          STATION RECOVERY (2005)
 DH5206
 DH5206'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 DH5206'RECOVERED AS DESCRIBED.
 DH5206
 DH5206                          STATION RECOVERY (2012)
 DH5206
 DH5206'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 DH5206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0630 ***********************************************************************
 OM0630  DESIGNATION -  050
 OM0630  PID         -  OM0630
 OM0630  STATE/COUNTY-  WI/DANE
 OM0630  COUNTRY     -  US
 OM0630  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0630
 OM0630                         *CURRENT SURVEY CONTROL
 OM0630  ______________________________________________________________________
 OM0630* NAD 83(2011) POSITION- 43 08 12.49886(N) 089 34 51.39174(W)   ADJUSTED
 OM0630* NAD 83(2011) ELLIP HT-   311.877 (meters)        (06/27/12)   ADJUSTED
 OM0630* NAD 83(2011) EPOCH   -  2010.00
 OM0630* NAVD 88 ORTHO HEIGHT -   346.3   (meters)     1136.    (feet) VERTCON3
 OM0630  ______________________________________________________________________
 OM0630  GEOID HEIGHT    -        -34.338 (meters)                     GEOID18
 OM0630  NAD 83(2011) X  -     34,095.836 (meters)                     COMP
 OM0630  NAD 83(2011) Y  - -4,661,677.764 (meters)                     COMP
 OM0630  NAD 83(2011) Z  -  4,338,817.914 (meters)                     COMP
 OM0630  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 OM0630
 OM0630  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0630  Standards:
 OM0630         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0630            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0630  -------------------------------------------------------------------
 OM0630  NETWORK    2.34   2.51           0.69   1.11   1.28     -0.24033309
 OM0630  -------------------------------------------------------------------
 OM0630  Click here for local accuracies and other accuracy information.
 OM0630
 OM0630.The horizontal coordinates were established by GPS observations
 OM0630.and adjusted by the National Geodetic Survey in June 2012.
 OM0630
 OM0630.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0630.been affixed to the stable North American tectonic plate. See 
 OM0630.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0630
 OM0630.The horizontal coordinates are valid at the epoch date displayed above
 OM0630.which is a decimal equivalence of Year/Month/Day.
 OM0630
 OM0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0630
 OM0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0630.GEOID18 height accuracy estimate available here.
 OM0630
 OM0630.Click photographs - Photos may exist for this station.
 OM0630
 OM0630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0630
 OM0630.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0630
 OM0630.The ellipsoidal height was determined by GPS observations
 OM0630.and is referenced to NAD 83.
 OM0630
 OM0630. The following values were computed from the NAD 83(2011) position.
 OM0630
 OM0630;                    North         East     Units Scale Factor Converg.
 OM0630;SPC WI S     -   126,373.671   634,092.393   MT  0.99994314   +0 17 16.6
 OM0630;SPC WI S     -   414,610.95  2,080,351.46   sFT  0.99994314   +0 17 16.6
 OM0630;UTM  16      - 4,779,240.634   290,094.252   MT  1.00014205   -1 45 55.2
 OM0630
 OM0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0630!SPC WI S     -   0.99995109  x   0.99994314  =   0.99989424
 OM0630!UTM  16      -   0.99995109  x   1.00014205  =   1.00009314
 OM0630
 OM0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9009479240(NAD 83)
 OM0630
 OM0630                          SUPERSEDED SURVEY CONTROL
 OM0630
 OM0630  NAD 83(2007)-  43 08 12.49899(N)    089 34 51.39254(W) AD(2002.00) 0
 OM0630  ELLIP H (02/10/07)  311.923  (m)                       GP(2002.00)    
 OM0630  NAD 83(1997)-  43 08 12.49888(N)    089 34 51.39299(W) AD(       ) 2
 OM0630  ELLIP H (06/17/02)  311.910  (m)                       GP(       ) 4 1
 OM0630  NAD 83(1991)-  43 08 12.49834(N)    089 34 51.39162(W) AD(       ) 2
 OM0630  ELLIP H (11/21/91)  312.025  (m)                       GP(       ) 4 1
 OM0630  NAD 83(1986)-  43 08 12.49217(N)    089 34 51.39888(W) AD(       ) 2
 OM0630  NAD 27      -  43 08 12.51600(N)    089 34 50.97138(W) AD(       ) 2
 OM0630  NGVD 29 (07/12/88)  346.3    (m)  RAPSU86  model used  GPS OBS        
 OM0630
 OM0630.Superseded values are not recommended for survey control.
 OM0630
 OM0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0630.See file dsdata.pdf to determine how the superseded data were derived.
 OM0630
 OM0630_MARKER: DD = SURVEY DISK
 OM0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0630+STABILITY: SURFACE MOTION
 OM0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0630+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0630
 OM0630  HISTORY     - Date     Condition        Report By
 OM0630  HISTORY     - 1987     MONUMENTED       WI-025
 OM0630
 OM0630                          STATION DESCRIPTION
 OM0630
 OM0630'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0630'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHWEST OF
 OM0630'MIDDLETON, 6.4 KM (4.0 MI) NORTHEAST OF CROSS PLAINS, AND 4.8 KM
 OM0630'(3.0 MI) SOUTH OF MARTINSVILLE ON ROAD RIGHT-OF-WAY.
 OM0630'OWNERSHIP--TOWN OF SPRINGFIELD, LEONARD MEIER, CHAIRMAN, 6535
 OM0630'FISHER ROAD, WAUNAKEE WI 53597, PHONE 608-831-8383.
 OM0630'
 OM0630'TO REACH THE STATION FROM THE POST OFFICE IN CROSS PLAINS, GO
 OM0630'NORTHWEST 30.5 METERS (100.0 FT) TO A STOP SIGN AT AMERICAN LEGION
 OM0630'DRIVE.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) TO A STOP SIGN
 OM0630'AT MAIN STREET (U.S. HIGHWAY 14).  TURN LEFT AND GO EAST ON MAIN
 OM0630'STREET FOR 0.5 KM (0.3 MI) TO COUNTY HIGHWAY P ON THE LEFT.  TURN
 OM0630'LEFT AND GO NORTHEAST ON COUNTY HIGHWAY P FOR 5.9 KM (3.65 MI) TO
 OM0630'COUNTY HIGHWAY K.  TURN RIGHT AND GO SOUTHEAST ON COUNTY HIGHWAY K
 OM0630'FOR 1.9 KM (1.2 MI) TO VOSEN ROAD ON THE RIGHT.  TURN RIGHT ONTO
 OM0630'VOSEN ROAD AND GO SOUTH FOR 0.3 KM (0.2 MI) TO THE STATION ON THE
 OM0630'LEFT.
 OM0630'
 OM0630'THE STATION IS A STANDARD WI-025 DISK STAMPED---050 1987---, EPOXIED
 OM0630'TO THE TOP OF A STEEL ROD SET IN A
 OM0630'ROUND CONCRETE POST 25 CM IN DIAMETER
 OM0630'RECESSED 13 CM BELOW THE GROUND SURFACE.  LOCATED 47.9 METERS (157.0
 OM0630'FT) SOUTH OF A STOP AHEAD SIGN, 41.6 METERS (136.5 FT) NORTHEAST OF
 OM0630'THE MOST EASTERN WOODEN POST OF TWO WITH STEEL PIPE ATTACHED, AND
 OM0630'4.7 METERS (15.5 FT) EAST OF THE ROAD CENTER.
 OM0630'
 OM0630'DANE COUNTY, WISCONSIN 1987.
 OM0630'
 OM0630'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0630'
 OM0630'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0631 ***********************************************************************
 OM0631  DESIGNATION -  051
 OM0631  PID         -  OM0631
 OM0631  STATE/COUNTY-  WI/DANE
 OM0631  COUNTRY     -  US
 OM0631  USGS QUAD   -  BLACK EARTH (2018)
 OM0631
 OM0631                         *CURRENT SURVEY CONTROL
 OM0631  ______________________________________________________________________
 OM0631* NAD 83(2011) POSITION- 43 07 59.65614(N) 089 38 25.38770(W)   ADJUSTED
 OM0631* NAD 83(2011) ELLIP HT-   311.057 (meters)        (06/27/12)   ADJUSTED
 OM0631* NAD 83(2011) EPOCH   -  2010.00
 OM0631* NAVD 88 ORTHO HEIGHT -   345.5   (meters)     1134.    (feet) VERTCON3
 OM0631  ______________________________________________________________________
 OM0631  GEOID HEIGHT    -        -34.337 (meters)                     GEOID18
 OM0631  NAD 83(2011) X  -     29,261.110 (meters)                     COMP
 OM0631  NAD 83(2011) Y  - -4,661,981.013 (meters)                     COMP
 OM0631  NAD 83(2011) Z  -  4,338,528.124 (meters)                     COMP
 OM0631  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 OM0631
 OM0631  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0631  Standards:
 OM0631         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0631            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0631  -------------------------------------------------------------------
 OM0631  NETWORK    2.67   2.57           0.67   1.30   1.31     -0.22728423
 OM0631  -------------------------------------------------------------------
 OM0631  Click here for local accuracies and other accuracy information.
 OM0631
 OM0631.The horizontal coordinates were established by GPS observations
 OM0631.and adjusted by the National Geodetic Survey in June 2012.
 OM0631
 OM0631.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0631.been affixed to the stable North American tectonic plate. See 
 OM0631.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0631
 OM0631.The horizontal coordinates are valid at the epoch date displayed above
 OM0631.which is a decimal equivalence of Year/Month/Day.
 OM0631
 OM0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0631
 OM0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0631.GEOID18 height accuracy estimate available here.
 OM0631
 OM0631.Click photographs - Photos may exist for this station.
 OM0631
 OM0631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0631
 OM0631.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0631
 OM0631.The ellipsoidal height was determined by GPS observations
 OM0631.and is referenced to NAD 83.
 OM0631
 OM0631. The following values were computed from the NAD 83(2011) position.
 OM0631
 OM0631;                    North         East     Units Scale Factor Converg.
 OM0631;SPC WI S     -   125,954.793   629,258.132   MT  0.99994343   +0 14 49.5
 OM0631;SPC WI S     -   413,236.68  2,064,491.05   sFT  0.99994343   +0 14 49.5
 OM0631;UTM  16      - 4,778,995.169   285,247.062   MT  1.00016737   -1 48 21.3
 OM0631
 OM0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0631!SPC WI S     -   0.99995122  x   0.99994343  =   0.99989465
 OM0631!UTM  16      -   0.99995122  x   1.00016737  =   1.00011858
 OM0631
 OM0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8524778995(NAD 83)
 OM0631
 OM0631                          SUPERSEDED SURVEY CONTROL
 OM0631
 OM0631  NAD 83(2007)-  43 07 59.65626(N)    089 38 25.38853(W) AD(2002.00) 0
 OM0631  ELLIP H (02/10/07)  311.108  (m)                       GP(2002.00)    
 OM0631  NAD 83(1997)-  43 07 59.65612(N)    089 38 25.38887(W) AD(       ) 2
 OM0631  ELLIP H (06/17/02)  311.091  (m)                       GP(       ) 4 1
 OM0631  NAD 83(1991)-  43 07 59.65559(N)    089 38 25.38753(W) AD(       ) 2
 OM0631  ELLIP H (11/21/91)  311.212  (m)                       GP(       ) 4 1
 OM0631  NAD 83(1986)-  43 07 59.64860(N)    089 38 25.39319(W) AD(       ) 2
 OM0631  NAD 27      -  43 07 59.67285(N)    089 38 24.96234(W) AD(       ) 2
 OM0631  NGVD 29 (07/12/88)  345.5    (m)  RAPSU86  model used  GPS OBS        
 OM0631
 OM0631.Superseded values are not recommended for survey control.
 OM0631
 OM0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0631.See file dsdata.pdf to determine how the superseded data were derived.
 OM0631
 OM0631_MARKER: DD = SURVEY DISK
 OM0631_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0631_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0631+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0631
 OM0631  HISTORY     - Date     Condition        Report By
 OM0631  HISTORY     - 1987     MONUMENTED       WI-025
 OM0631
 OM0631                          STATION DESCRIPTION
 OM0631
 OM0631'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0631'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) EAST OF BLACK EARTH,
 OM0631'8.0 (5.0 MI) WEST-SOUTHWEST OF ASHTON, 6.4 KM (4.0 MI)
 OM0631'SOUTH-SOUTHEAST OF MARXVILLE, 2.4 KM (1.5 MI) NORTHEAST OF CROSS
 OM0631'PLAINS AND ON FARM LAND NORTH OF THE WEBER HOUSE.
 OM0631'OWNERSHIP--HAROLD WEBER,
 OM0631'4899 BREWERY ROAD, ROUTE 1, CROSS PLAINS WI 53528, PHONE
 OM0631'608-798-2225.
 OM0631'
 OM0631'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND CHURCH STREET IN
 OM0631'THE SOUTH PART OF CROSS PLAINS, GO NORTHERLY ON CHURCH STREET FOR
 OM0631'0.5 KM (0.3 MI) TO BREWERY ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 OM0631'ON BREWERY ROAD FOR 0.6 KM (0.4 MI) TO A DEAD END SIGN.  CONTINUE
 OM0631'AHEAD FOR 0.5 KM (0.3 MI) TO THE WEBER FARM HOUSE ON THE LEFT.
 OM0631'CONTINUE AHEAD, NORTH ON THE DIRT ROAD FOR 0.7 KM (0.45 MI) TO TOP
 OM0631'OF HILL AND A TREE LINE, FIELD ROAD ON RIGHT.  TURN RIGHT ONTO THE
 OM0631'FIELD ROAD AND GO NORTH AND THEN EASTERLY FOR 0.2 KM (0.1 MI) TO A
 OM0631'TRACK FIELD ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON THE ROAD
 OM0631'FOR 0.2 KM (0.1 MI) TO STATION ON THE LEFT, AT THE EAST END OF AN
 OM0631'OLD FENCE LINE WITH BRUSH GROWING ALONG IT.
 OM0631'
 OM0631'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK THAT
 OM0631'IS---UNSTAMPED---, SET IN THE TOP OF A METAL PIPE, DRIVEN INTO THE
 OM0631'GROUND, PROJECTING 2 CM ABOVE GROUND SURFACE.  LOCATED 4.3 METERS
 OM0631'(14.0 FT) EAST OF A METAL FENCE POST, AT THE OLD FENCE LINE, 3.0
 OM0631'METERS (10.0 FT) WEST OF CENTER OF TRACK ROAD, AND 1.5 METERS (5.0
 OM0631'FT) SOUTH OF EDGE OF FIELD AND IN THE OLD FENCE LINE OVERGROWN WITH
 OM0631'BRUSH.
 OM0631'
 OM0631'DANE COUNTY, WISCONSIN 1987.
 OM0631'
 OM0631'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0631'
 OM0631'DESCRIBED BY J.N. LEONHARDT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0632 ***********************************************************************
 OM0632  DESIGNATION -  052
 OM0632  PID         -  OM0632
 OM0632  STATE/COUNTY-  WI/DANE
 OM0632  COUNTRY     -  US
 OM0632  USGS QUAD   -  MIDDLETON (2018)
 OM0632
 OM0632                         *CURRENT SURVEY CONTROL
 OM0632  ______________________________________________________________________
 OM0632* NAD 83(2011) POSITION- 43 07 18.49631(N) 089 34 51.72026(W)   ADJUSTED
 OM0632* NAD 83(2011) ELLIP HT-   312.927 (meters)        (06/27/12)   ADJUSTED
 OM0632* NAD 83(2011) EPOCH   -  2010.00
 OM0632* NAVD 88 ORTHO HEIGHT -   347.4   (meters)     1140.    (feet) VERTCON3
 OM0632  ______________________________________________________________________
 OM0632  GEOID HEIGHT    -        -34.312 (meters)                     GEOID18
 OM0632  NAD 83(2011) X  -     34,096.748 (meters)                     COMP
 OM0632  NAD 83(2011) Y  - -4,662,817.913 (meters)                     COMP
 OM0632  NAD 83(2011) Z  -  4,337,602.334 (meters)                     COMP
 OM0632  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 OM0632
 OM0632  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0632  Standards:
 OM0632         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0632            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0632  -------------------------------------------------------------------
 OM0632  NETWORK    3.96   4.06           1.01   1.93   2.07     -0.19005598
 OM0632  -------------------------------------------------------------------
 OM0632  Click here for local accuracies and other accuracy information.
 OM0632
 OM0632.The horizontal coordinates were established by GPS observations
 OM0632.and adjusted by the National Geodetic Survey in June 2012.
 OM0632
 OM0632.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0632.been affixed to the stable North American tectonic plate. See 
 OM0632.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0632
 OM0632.The horizontal coordinates are valid at the epoch date displayed above
 OM0632.which is a decimal equivalence of Year/Month/Day.
 OM0632
 OM0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0632
 OM0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0632.GEOID18 height accuracy estimate available here.
 OM0632
 OM0632.Click photographs - Photos may exist for this station.
 OM0632
 OM0632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0632
 OM0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0632
 OM0632.The ellipsoidal height was determined by GPS observations
 OM0632.and is referenced to NAD 83.
 OM0632
 OM0632. The following values were computed from the NAD 83(2011) position.
 OM0632
 OM0632;                    North         East     Units Scale Factor Converg.
 OM0632;SPC WI S     -   124,707.241   634,093.342   MT  0.99994438   +0 17 16.3
 OM0632;SPC WI S     -   409,143.67  2,080,354.57   sFT  0.99994438   +0 17 16.3
 OM0632;UTM  16      - 4,777,574.910   290,035.489   MT  1.00014235   -1 45 53.7
 OM0632
 OM0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0632!SPC WI S     -   0.99995093  x   0.99994438  =   0.99989531
 OM0632!UTM  16      -   0.99995093  x   1.00014235  =   1.00009327
 OM0632
 OM0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9003577574(NAD 83)
 OM0632
 OM0632                          SUPERSEDED SURVEY CONTROL
 OM0632
 OM0632  NAD 83(2007)-  43 07 18.49652(N)    089 34 51.72107(W) AD(2002.00) 0
 OM0632  ELLIP H (02/10/07)  312.968  (m)                       GP(2002.00)    
 OM0632  NAD 83(1997)-  43 07 18.49647(N)    089 34 51.72163(W) AD(       ) 2
 OM0632  ELLIP H (06/17/02)  312.952  (m)                       GP(       ) 4 1
 OM0632  NAD 83(1991)-  43 07 18.49595(N)    089 34 51.72026(W) AD(       ) 2
 OM0632  ELLIP H (11/21/91)  313.065  (m)                       GP(       ) 4 1
 OM0632  NAD 83(1986)-  43 07 18.48906(N)    089 34 51.72701(W) AD(       ) 2
 OM0632  NAD 27      -  43 07 18.51151(N)    089 34 51.29860(W) AD(       ) 2
 OM0632  NGVD 29 (07/12/88)  347.4    (m)  RAPSU86  model used  GPS OBS        
 OM0632
 OM0632.Superseded values are not recommended for survey control.
 OM0632
 OM0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0632.See file dsdata.pdf to determine how the superseded data were derived.
 OM0632
 OM0632_MARKER: DD = SURVEY DISK
 OM0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0632+STABILITY: SURFACE MOTION
 OM0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0632+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0632
 OM0632  HISTORY     - Date     Condition        Report By
 OM0632  HISTORY     - 1987     MONUMENTED       WI-025
 OM0632
 OM0632                          STATION DESCRIPTION
 OM0632
 OM0632'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0632'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) SOUTHWEST OF
 OM0632'WAUNAKEE, 8.0 KM (5.0 MI) SOUTH OF SPRINGFIELD CORNERS, 6.4 KM
 OM0632'(4.0 MI) WEST-NORTHWEST OF MIDDLETON, AND 6.4 KM (4.0 MI) EAST OF
 OM0632'CROSS PLAINS ON ROAD RIGHT-OF-WAY.  OWNERSHIP--TOWN OF SPRINGFIELD,
 OM0632'LEONARD MEIER, CHAIRMAN, 6535 FISHER ROAD, WAUNAKEE WI 53597,
 OM0632'PHONE 608-831-8383.
 OM0632'
 OM0632'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND COUNTY
 OM0632'HIGHWAY P IN CROSS PLAINS, GO NORTH ON COUNTY HIGHWAY P FOR 4.2 KM
 OM0632'(2.6 MI) TO ENCHANTED VALLEY ROAD.  TURN RIGHT AND GO EASTERLY AND
 OM0632'THEN SOUTHERLY FOR 2.9 KM (1.8 MI) TO SCHNEIDER ROAD.  TURN LEFT
 OM0632'AND GO EAST FOR 0.6 KM (0.4 MI) TO VOSEN ROAD.  TURN RIGHT AND GO
 OM0632'SOUTH ON VOSEN ROAD FOR 1.0 KM (0.6 MI) TO THE STATION ON THE RIGHT.
 OM0632'
 OM0632'THE STATION IS A STANDARD WI-025 DISK STAMPED---052 1987---, SET IN
 OM0632'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 10
 OM0632'CM BELOW GROUND SURFACE.  LOCATED 42.7 METERS (140.0 FT) SOUTH OF A
 OM0632'POWER POLE, 40.2 METERS (132.0 FT) NORTH OF ANOTHER POWER POLE,
 OM0632'25.0 METERS (82.0 FT) SOUTH OF AZIMUTH MARK, 6.4 METERS (21.0 FT)
 OM0632'WEST OF ROAD CENTER AND 3.4 METERS (11.0 FT) WEST OF PAVEMENT EDGE.
 OM0632'
 OM0632'DANE COUNTY, WISCONSIN 1987.
 OM0632'
 OM0632'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0632'
 OM0632'DESCRIBED BY D.D. DUNN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0633 ***********************************************************************
 OM0633  DESIGNATION -  053
 OM0633  PID         -  OM0633
 OM0633  STATE/COUNTY-  WI/DANE
 OM0633  COUNTRY     -  US
 OM0633  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0633
 OM0633                         *CURRENT SURVEY CONTROL
 OM0633  ______________________________________________________________________
 OM0633* NAD 83(2011) POSITION- 43 07 33.33309(N) 089 37 13.62560(W)   ADJUSTED
 OM0633* NAD 83(2011) ELLIP HT-   250.543 (meters)        (06/27/12)   ADJUSTED
 OM0633* NAD 83(2011) EPOCH   -  2010.00
 OM0633* NAVD 88 ORTHO HEIGHT -   285.0   (meters)      935.    (feet) VERTCON3
 OM0633  ______________________________________________________________________
 OM0633  GEOID HEIGHT    -        -34.324 (meters)                     GEOID18
 OM0633  NAD 83(2011) X  -     30,886.456 (meters)                     COMP
 OM0633  NAD 83(2011) Y  - -4,662,481.746 (meters)                     COMP
 OM0633  NAD 83(2011) Z  -  4,337,893.886 (meters)                     COMP
 OM0633  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 OM0633
 OM0633  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0633  Standards:
 OM0633         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0633            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0633  -------------------------------------------------------------------
 OM0633  NETWORK    2.89   3.76           1.13   1.23   1.92     -0.12945170
 OM0633  -------------------------------------------------------------------
 OM0633  Click here for local accuracies and other accuracy information.
 OM0633
 OM0633.The horizontal coordinates were established by GPS observations
 OM0633.and adjusted by the National Geodetic Survey in June 2012.
 OM0633
 OM0633.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0633.been affixed to the stable North American tectonic plate. See 
 OM0633.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0633
 OM0633.The horizontal coordinates are valid at the epoch date displayed above
 OM0633.which is a decimal equivalence of Year/Month/Day.
 OM0633
 OM0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0633
 OM0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0633.GEOID18 height accuracy estimate available here.
 OM0633
 OM0633.Click photographs - Photos may exist for this station.
 OM0633
 OM0633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0633
 OM0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0633
 OM0633.The ellipsoidal height was determined by GPS observations
 OM0633.and is referenced to NAD 83.
 OM0633
 OM0633. The following values were computed from the NAD 83(2011) position.
 OM0633
 OM0633;                    North         East     Units Scale Factor Converg.
 OM0633;SPC WI S     -   125,149.712   630,883.635   MT  0.99994403   +0 15 38.8
 OM0633;SPC WI S     -   410,595.35  2,069,824.06   sFT  0.99994403   +0 15 38.8
 OM0633;UTM  16      - 4,778,132.185   286,843.033   MT  1.00015897   -1 47 31.3
 OM0633
 OM0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0633!SPC WI S     -   0.99996071  x   0.99994403  =   0.99990474
 OM0633!UTM  16      -   0.99996071  x   1.00015897  =   1.00011967
 OM0633
 OM0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8684378132(NAD 83)
 OM0633
 OM0633                          SUPERSEDED SURVEY CONTROL
 OM0633
 OM0633  NAD 83(2007)-  43 07 33.33324(N)    089 37 13.62641(W) AD(2002.00) 0
 OM0633  ELLIP H (02/10/07)  250.589  (m)                       GP(2002.00)    
 OM0633  NAD 83(1997)-  43 07 33.33316(N)    089 37 13.62684(W) AD(       ) 2
 OM0633  ELLIP H (06/17/02)  250.573  (m)                       GP(       ) 4 1
 OM0633  NAD 83(1991)-  43 07 33.33263(N)    089 37 13.62547(W) AD(       ) 2
 OM0633  ELLIP H (11/21/91)  250.689  (m)                       GP(       ) 4 1
 OM0633  NAD 83(1986)-  43 07 33.32590(N)    089 37 13.63209(W) AD(       ) 2
 OM0633  NAD 27      -  43 07 33.34905(N)    089 37 13.20262(W) AD(       ) 2
 OM0633  NGVD 29 (07/12/88)  285.0    (m)  RAPSU86  model used  GPS OBS        
 OM0633
 OM0633.Superseded values are not recommended for survey control.
 OM0633
 OM0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0633.See file dsdata.pdf to determine how the superseded data were derived.
 OM0633
 OM0633_MARKER: DD = SURVEY DISK
 OM0633_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OM0633+WITH SETTING: INFORMATION.
 OM0633_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0633+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0633
 OM0633  HISTORY     - Date     Condition        Report By
 OM0633  HISTORY     - 1987     MONUMENTED       WI-025
 OM0633
 OM0633                          STATION DESCRIPTION
 OM0633
 OM0633'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0633'THE STATION IS LOCATED ABOUT 13.6 KM (8.5 MI) SOUTHWEST OF
 OM0633'WAUNAKEE, 10.4 KM (6.5 MI) EAST-SOUTHEAST OF BLACK EARTH, 9.6 KM
 OM0633'(6.0 MI) WEST-NORTHWEST OF MIDDLETON, AND 3.2 KM (2.0 MI)
 OM0633'EAST-NORTHEAST OF CROSS PLAINS ON THE HILLCREST FARM.
 OM0633'OWNERSHIP--RICHARD KOOS, 5054 COUNTY HIGHWAY P, CROSS PLAINS WI
 OM0633'53528, PHONE 608-798-4896.
 OM0633'
 OM0633'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND COUNTY
 OM0633'HIGHWAY P IN CROSS PLAINS, GO NORTH ON COUNTY HIGHWAY P FOR 3.2 KM
 OM0633'(2.0 MI) TO PRIVATE DRIVE NUMBER 5054 ON THE RIGHT.  TURN RIGHT AND
 OM0633'GO SOUTH FOR 0.6 KM (0.4 MI) TO THE FARMHOUSE.  CONTINUE TO THE
 OM0633'SOUTH (BETWEEN THE BARN AND SHED) FOR 61.0 METERS (200.0 FT) TO A
 OM0633'GATE.  PROCEED THROUGH THE GATE FOR ABOUT 30.5 METERS (100.0 FT) TO
 OM0633'THE STATION IN THE FENCE LINE ON THE RIGHT.
 OM0633'
 OM0633'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK THAT
 OM0633'IS---UNSTAMPED---, CRIMPED ON A METAL ROD PROJECTING 10 CM ABOVE THE
 OM0633'GROUND SURFACE.  LOCATED 60.4 METERS (198.0 FT) WEST OF A FENCE
 OM0633'CORNER POST, 19.5 METERS (64.0 FT) NORTH OF A LARGE OAK TREE, 16.2
 OM0633'METERS (53.3 FT) NORTH OF A 3/4-INCH REBAR, 7.8 METERS (25.8 FT)
 OM0633'SOUTH OF A 3/4-INCH REBAR AND IN THE FENCE ROW.
 OM0633'
 OM0633'DANE COUNTY, WISCONSIN 1987.
 OM0633'
 OM0633'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0633'
 OM0633'DESCRIBED BY D.D. DUNN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0634 ***********************************************************************
 OM0634  DESIGNATION -  054
 OM0634  PID         -  OM0634
 OM0634  STATE/COUNTY-  WI/DANE
 OM0634  COUNTRY     -  US
 OM0634  USGS QUAD   -  MIDDLETON (2018)
 OM0634
 OM0634                         *CURRENT SURVEY CONTROL
 OM0634  ______________________________________________________________________
 OM0634* NAD 83(2011) POSITION- 43 06 55.24305(N) 089 37 07.66590(W)   ADJUSTED
 OM0634* NAD 83(2011) ELLIP HT-   254.235 (meters)        (06/27/12)   ADJUSTED
 OM0634* NAD 83(2011) EPOCH   -  2010.00
 OM0634* NAVD 88 ORTHO HEIGHT -   288.7   (meters)      947.    (feet) VERTCON3
 OM0634  ______________________________________________________________________
 OM0634  GEOID HEIGHT    -        -34.306 (meters)                     GEOID18
 OM0634  NAD 83(2011) X  -     31,026.535 (meters)                     COMP
 OM0634  NAD 83(2011) Y  - -4,663,287.023 (meters)                     COMP
 OM0634  NAD 83(2011) Z  -  4,337,038.397 (meters)                     COMP
 OM0634  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 OM0634
 OM0634  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0634  Standards:
 OM0634         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0634            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0634  -------------------------------------------------------------------
 OM0634  NETWORK    2.85   3.06           0.88   1.34   1.56     -0.15665726
 OM0634  -------------------------------------------------------------------
 OM0634  Click here for local accuracies and other accuracy information.
 OM0634
 OM0634.The horizontal coordinates were established by GPS observations
 OM0634.and adjusted by the National Geodetic Survey in June 2012.
 OM0634
 OM0634.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0634.been affixed to the stable North American tectonic plate. See 
 OM0634.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0634
 OM0634.The horizontal coordinates are valid at the epoch date displayed above
 OM0634.which is a decimal equivalence of Year/Month/Day.
 OM0634
 OM0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0634
 OM0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0634.GEOID18 height accuracy estimate available here.
 OM0634
 OM0634.Click photographs - Photos may exist for this station.
 OM0634
 OM0634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0634
 OM0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0634
 OM0634.The ellipsoidal height was determined by GPS observations
 OM0634.and is referenced to NAD 83.
 OM0634
 OM0634. The following values were computed from the NAD 83(2011) position.
 OM0634
 OM0634;                    North         East     Units Scale Factor Converg.
 OM0634;SPC WI S     -   123,974.955   631,023.713   MT  0.99994493   +0 15 42.9
 OM0634;SPC WI S     -   406,741.16  2,070,283.63   sFT  0.99994493   +0 15 42.9
 OM0634;UTM  16      - 4,776,952.912   286,940.964   MT  1.00015846   -1 47 25.9
 OM0634
 OM0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0634!SPC WI S     -   0.99996013  x   0.99994493  =   0.99990506
 OM0634!UTM  16      -   0.99996013  x   1.00015846  =   1.00011859
 OM0634
 OM0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8694076952(NAD 83)
 OM0634
 OM0634                          SUPERSEDED SURVEY CONTROL
 OM0634
 OM0634  NAD 83(2007)-  43 06 55.24325(N)    089 37 07.66673(W) AD(2002.00) 0
 OM0634  ELLIP H (02/10/07)  254.278  (m)                       GP(2002.00)    
 OM0634  NAD 83(1997)-  43 06 55.24321(N)    089 37 07.66726(W) AD(       ) 2
 OM0634  ELLIP H (06/17/02)  254.262  (m)                       GP(       ) 4 1
 OM0634  NAD 83(1991)-  43 06 55.24270(N)    089 37 07.66591(W) AD(       ) 2
 OM0634  ELLIP H (11/21/91)  254.376  (m)                       GP(       ) 4 1
 OM0634  NAD 83(1986)-  43 06 55.23573(N)    089 37 07.67242(W) AD(       ) 2
 OM0634  NAD 27      -  43 06 55.25783(N)    089 37 07.24243(W) AD(       ) 2
 OM0634  NGVD 29 (07/12/88)  288.7    (m)  RAPSU86  model used  GPS OBS        
 OM0634
 OM0634.Superseded values are not recommended for survey control.
 OM0634
 OM0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0634.See file dsdata.pdf to determine how the superseded data were derived.
 OM0634
 OM0634_MARKER: DD = SURVEY DISK
 OM0634_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM0634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0634+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0634
 OM0634  HISTORY     - Date     Condition        Report By
 OM0634  HISTORY     - 1987     MONUMENTED       WI-025
 OM0634
 OM0634                          STATION DESCRIPTION
 OM0634
 OM0634'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0634'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) WEST OF MIDDLETON, 7.2
 OM0634'KM (4.5 MI) SOUTHWEST OF MARTINSVILLE, AND 1.6 KM (1.0 MI) EAST OF
 OM0634'CROSS PLAINS ON THE NORTH SIDE OF AIRPORT ROAD.  OWNERSHIP--TOWN OF
 OM0634'CROSS PLAINS, WALTER HAACK, CHAIRMAN, 4235 GARFOOT ROAD, CROSS
 OM0634'PLAINS WI 53528, PHONE 608-798-2650.
 OM0634'
 OM0634'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 OM0634'U.S.HIGHWAY 12, COUNTY HIGHWAY M AND AIRPORT ROAD IN MIDDLETON, GO
 OM0634'WEST ON AIRPORT ROAD FOR 9.4 KM (5.85 MI) TO THE STATION ON THE
 OM0634'RIGHT.
 OM0634'
 OM0634'THE STATION IS A STANDARD WI-025 DISK STAMPED---054 1987---, SET IN
 OM0634'A ROUND CONCRETE MONUMENT 19 CM IN DIAMETER AND RECESSED 22 CM BELOW
 OM0634'GROUND SURFACE.  LOCATED 30.2 METERS (99.0 FT) EAST OF TELEPHONE
 OM0634'JUNCTION BOX NUMBER G14-4/15, 28.9 METERS (95.0 FT) WEST-SOUTHWEST
 OM0634'OF POWER POLE NUMBER 12J 11/61, AND 7.0 METERS (23.0 FT) NORTH OF
 OM0634'THE CENTERLINE OF AIRPORT ROAD.
 OM0634'
 OM0634'DANE COUNTY, WISCONSIN 1987.
 OM0634'
 OM0634'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0634'
 OM0634'DESCRIBED BY A.B. COLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0635 ***********************************************************************
 OM0635  DESIGNATION -  057
 OM0635  PID         -  OM0635
 OM0635  STATE/COUNTY-  WI/DANE
 OM0635  COUNTRY     -  US
 OM0635  USGS QUAD   -  MIDDLETON (2018)
 OM0635
 OM0635                         *CURRENT SURVEY CONTROL
 OM0635  ______________________________________________________________________
 OM0635* NAD 83(2011) POSITION- 43 07 03.36023(N) 089 36 02.89936(W)   ADJUSTED
 OM0635* NAD 83(2011) ELLIP HT-   272.898 (meters)        (06/27/12)   ADJUSTED
 OM0635* NAD 83(2011) EPOCH   -  2010.00
 OM0635* NAVD 88 ORTHO HEIGHT -   307.3   (meters)     1008.    (feet) VERTCON3
 OM0635  ______________________________________________________________________
 OM0635  GEOID HEIGHT    -        -34.306 (meters)                     GEOID18
 OM0635  NAD 83(2011) X  -     32,489.694 (meters)                     COMP
 OM0635  NAD 83(2011) Y  - -4,663,119.462 (meters)                     COMP
 OM0635  NAD 83(2011) Z  -  4,337,234.012 (meters)                     COMP
 OM0635  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 OM0635
 OM0635  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0635  Standards:
 OM0635         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0635            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0635  -------------------------------------------------------------------
 OM0635  NETWORK    3.59   3.72           0.95   1.74   1.90     -0.17810096
 OM0635  -------------------------------------------------------------------
 OM0635  Click here for local accuracies and other accuracy information.
 OM0635
 OM0635.The horizontal coordinates were established by GPS observations
 OM0635.and adjusted by the National Geodetic Survey in June 2012.
 OM0635
 OM0635.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0635.been affixed to the stable North American tectonic plate. See 
 OM0635.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0635
 OM0635.The horizontal coordinates are valid at the epoch date displayed above
 OM0635.which is a decimal equivalence of Year/Month/Day.
 OM0635
 OM0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0635
 OM0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0635.GEOID18 height accuracy estimate available here.
 OM0635
 OM0635.Click photographs - Photos may exist for this station.
 OM0635
 OM0635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0635
 OM0635.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0635
 OM0635.The ellipsoidal height was determined by GPS observations
 OM0635.and is referenced to NAD 83.
 OM0635
 OM0635. The following values were computed from the NAD 83(2011) position.
 OM0635
 OM0635;                    North         East     Units Scale Factor Converg.
 OM0635;SPC WI S     -   124,232.283   632,486.649   MT  0.99994474   +0 16 27.4
 OM0635;SPC WI S     -   407,585.42  2,075,083.28   sFT  0.99994474   +0 16 27.4
 OM0635;UTM  16      - 4,777,157.722   288,412.487   MT  1.00015077   -1 46 41.9
 OM0635
 OM0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0635!SPC WI S     -   0.99995721  x   0.99994474  =   0.99990195
 OM0635!UTM  16      -   0.99995721  x   1.00015077  =   1.00010797
 OM0635
 OM0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8841277157(NAD 83)
 OM0635
 OM0635                          SUPERSEDED SURVEY CONTROL
 OM0635
 OM0635  NAD 83(2007)-  43 07 03.36043(N)    089 36 02.90018(W) AD(2002.00) 0
 OM0635  ELLIP H (02/10/07)  272.939  (m)                       GP(2002.00)    
 OM0635  NAD 83(1997)-  43 07 03.36038(N)    089 36 02.90073(W) AD(       ) 2
 OM0635  ELLIP H (06/17/02)  272.923  (m)                       GP(       ) 4 1
 OM0635  NAD 83(1991)-  43 07 03.35986(N)    089 36 02.89937(W) AD(       ) 2
 OM0635  ELLIP H (11/21/91)  273.037  (m)                       GP(       ) 4 1
 OM0635  NAD 83(1986)-  43 07 03.35295(N)    089 36 02.90606(W) AD(       ) 2
 OM0635  NAD 27      -  43 07 03.37511(N)    089 36 02.47691(W) AD(       ) 2
 OM0635  NGVD 29 (07/12/88)  307.4    (m)  RAPSU86  model used  GPS OBS        
 OM0635
 OM0635.Superseded values are not recommended for survey control.
 OM0635
 OM0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0635.See file dsdata.pdf to determine how the superseded data were derived.
 OM0635
 OM0635_MARKER: DD = SURVEY DISK
 OM0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0635+STABILITY: SURFACE MOTION
 OM0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0635+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0635
 OM0635  HISTORY     - Date     Condition        Report By
 OM0635  HISTORY     - 1987     MONUMENTED       WI-025
 OM0635
 OM0635                          STATION DESCRIPTION
 OM0635
 OM0635'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0635'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTH-SOUTHWEST OF
 OM0635'MARTINSVILLE, 5.6 KM (3.5 MI) NORTHWEST OF MIDDLETON, AND 2.1 KM
 OM0635'(1.3 MI) WEST OF CROSS PLAINS.  OWNERSHIP--TOWN OF CROSS PLAINS,
 OM0635'WALTER HAACK, CHAIRMAN, 4235 GARFOOT ROAD, CROSS PLAINS WI 53528,
 OM0635'PHONE 608-798-2650.
 OM0635'
 OM0635'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 OM0635'COUNTY HIGHWAY P IN CROSS PLAINS, TAKE COUNTY HIGHWAY P NORTHERLY
 OM0635'FOR 1.3 KM (0.8 MI) TO THE JUNCTION OF COUNTY ROAD P AND AIRPORT
 OM0635'ROAD.  TURN RIGHT ONTO AIRPORT ROAD AND GO EAST FOR 2.9 KM (1.8 MI)
 OM0635'TO THE JUNCTION OF AIRPORT AND ENCHANTED VALLEY ROADS.  TURN LEFT
 OM0635'ONTO ENCHANTED VALLEY ROAD AND GO NORTH FOR 0.6 KM (0.4 MI) TO THE
 OM0635'STATION ON THE LEFT.
 OM0635'
 OM0635'THE STATION IS A STANDARD WI-025 DISK STAMPED---057 1987---, SET IN
 OM0635'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER AND RECESSED
 OM0635'10 CM BELOW THE GROUND SURFACE.  LOCATED 12.2 METERS (40.0 FT)
 OM0635'SOUTHWEST FROM CENTER OF GRAVEL PRIVATE DRIVEWAY, 8.5 METERS (28.0
 OM0635'FT) WEST FROM CENTERLINE OF ENCHANTED VALLEY ROAD, AND 3.6 METERS
 OM0635'(12.0 FT) SOUTHWEST FROM MAILBOX WITH ADDRESS WESTPHAL 4782
 OM0635'ENCHANTED VALLEY ROAD.
 OM0635'
 OM0635'DANE COUNTY, WISCONSIN 1987.
 OM0635'
 OM0635'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0635'
 OM0635'DESCRIBED BY K.M. COALTER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5087 ***********************************************************************
 DH5087  DESIGNATION -  06 151W
 DH5087  PID         -  DH5087
 DH5087  STATE/COUNTY-  WI/MONROE
 DH5087  COUNTRY     -  US
 DH5087  USGS QUAD   -  WILTON (2018)
 DH5087
 DH5087                         *CURRENT SURVEY CONTROL
 DH5087  ______________________________________________________________________
 DH5087* NAD 83(2011) POSITION- 43 48 05.08563(N) 090 33 03.46947(W)   ADJUSTED
 DH5087* NAD 83(2011) ELLIP HT-   307.719 (meters)        (06/27/12)   ADJUSTED
 DH5087* NAD 83(2011) EPOCH   -  2010.00
 DH5087* NAVD 88 ORTHO HEIGHT -   341.495 (meters)     1120.39  (feet) ADJUSTED
 DH5087  ______________________________________________________________________
 DH5087  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 DH5087  NAD 83(2011) X  -    -44,339.285 (meters)                     COMP
 DH5087  NAD 83(2011) Y  - -4,610,785.430 (meters)                     COMP
 DH5087  NAD 83(2011) Z  -  4,392,405.769 (meters)                     COMP
 DH5087  LAPLACE CORR    -         -7.32  (seconds)                    DEFLEC18
 DH5087  DYNAMIC HEIGHT  -        341.418 (meters)     1120.14  (feet) COMP
 DH5087  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 DH5087
 DH5087  VERT ORDER      -  SECOND    CLASS I
 DH5087
 DH5087  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5087  Standards:
 DH5087         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5087            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5087  -------------------------------------------------------------------
 DH5087  NETWORK    0.33   0.47           0.15   0.11   0.24      0.14794762
 DH5087  -------------------------------------------------------------------
 DH5087  Click here for local accuracies and other accuracy information.
 DH5087
 DH5087.The horizontal coordinates were established by GPS observations
 DH5087.and adjusted by the National Geodetic Survey in June 2012.
 DH5087
 DH5087.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5087.been affixed to the stable North American tectonic plate. See 
 DH5087.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5087
 DH5087.The horizontal coordinates are valid at the epoch date displayed above
 DH5087.which is a decimal equivalence of Year/Month/Day.
 DH5087
 DH5087.The orthometric height was determined by differential leveling and
 DH5087.adjusted by the WI DEPT OF TRANSP
 DH5087.in May 2012.
 DH5087
 DH5087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5087.GEOID18 height accuracy estimate available here.
 DH5087
 DH5087.Click photographs - Photos may exist for this station.
 DH5087
 DH5087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5087
 DH5087.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5087
 DH5087.The ellipsoidal height was determined by GPS observations
 DH5087.and is referenced to NAD 83.
 DH5087
 DH5087.The dynamic height is computed by dividing the NAVD 88
 DH5087.geopotential number by the normal gravity value computed on the
 DH5087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5087.degrees latitude (g = 980.6199 gals.).
 DH5087
 DH5087.The modeled gravity was interpolated from observed gravity values.
 DH5087
 DH5087. The following values were computed from the NAD 83(2011) position.
 DH5087
 DH5087;                    North         East     Units Scale Factor Converg.
 DH5087;SPC WI S     -   200,269.096   555,664.401   MT  0.99995690   -0 22 42.8
 DH5087;SPC WI S     -   657,049.53  1,823,042.29   sFT  0.99995690   -0 22 42.8
 DH5087;UTM  15      - 4,852,731.741   697,005.631   MT  1.00007739   +1 41 44.4
 DH5087
 DH5087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5087!SPC WI S     -   0.99995175  x   0.99995690  =   0.99990865
 DH5087!UTM  15      -   0.99995175  x   1.00007739  =   1.00002914
 DH5087
 DH5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9700552731(NAD 83)
 DH5087
 DH5087                          SUPERSEDED SURVEY CONTROL
 DH5087
 DH5087  NAD 83(2007)-  43 48 05.08564(N)    090 33 03.47028(W) AD(2002.00) 0
 DH5087  ELLIP H (02/10/07)  307.751  (m)                       GP(2002.00)    
 DH5087  NAD 83(1997)-  43 48 05.08561(N)    090 33 03.47075(W) AD(       ) 1
 DH5087  ELLIP H (08/01/05)  307.747  (m)                       GP(       ) 2 1
 DH5087  NAVD 88             341.49   (m)         1120.4    (f) LEVELING    3  
 DH5087  NAVD 88 (04/20/07)  341.487  (m)         1120.36   (f) SUPERSEDED  2 1
 DH5087
 DH5087.Superseded values are not recommended for survey control.
 DH5087
 DH5087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5087.See file dsdata.pdf to determine how the superseded data were derived.
 DH5087
 DH5087_MARKER: DD = SURVEY DISK
 DH5087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5087_STAMPING: 06-151W 1997
 DH5087_MARK LOGO: WI-081
 DH5087_PROJECTION: FLUSH
 DH5087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5087+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH5087
 DH5087  HISTORY     - Date     Condition        Report By
 DH5087  HISTORY     - 1997     MONUMENTED       WI-081
 DH5087  HISTORY     - 20030304 GOOD             WIDT
 DH5087  HISTORY     - 20051228 GOOD             WIDT
 DH5087  HISTORY     - 20100907 GOOD             WIDT
 DH5087
 DH5087                          STATION DESCRIPTION
 DH5087
 DH5087'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5087'THE STATION IS LOCATED ABOUT 26 KM SOUTHEAST OF SPARTA  AND 2 KM
 DH5087'SOUTHWEST OF WILTON.   OWNERSHIP--TOWNSHIP OF WILTON.  TO REACH THE
 DH5087'STATION FROM THE JUNCTION OF STATE  HIGHWAY 71 AND STATE HIGHWAY 131
 DH5087'NORTH WITH STATE HIGHWAY 131 SOUTH AT THE  INTERSECTION OF WALKER
 DH5087'STREET WITH WATER STREET IN THE VILLAGE OF WILTON, GO SOUTH ON  STATE
 DH5087'HIGHWAY 131 SOUTH (WATER STREET)  FOR 1.4 KM  TO MEAD AVENUE ON THE
 DH5087'RIGHT, TURN  RIGHT AND GO WEST ON MEAD AVENUE FOR 0.8 KM TO METEOR
 DH5087'ROAD ON THE RIGHT CONTINUE  WEST  ON MEAD AVENUE FOR 0.2 KM TO THE
 DH5087'STATION ON THE RIGHT.  THE STATION IS A BRONZE MONROE  COUNTY GEODETIC
 DH5087'CONTROL MARK DISK SET IN THE TOP OF A 45-CM DIAMETER ROUND CONCRETE
 DH5087'POST  AND IS ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.2 M
 DH5087'NORTH OF THE CENTERLINE  OF MEAD AVENUE, 1.3 M SOUTH OF A FENCE, AND
 DH5087'0.3 M SOUTH-SOUTHEAST OF A GREEN METAL  WITNESS POST.  ---NOTE---THIS
 DH5087'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES
 DH5087'ABOVE THE HORIZON.
 DH5087
 DH5087                          STATION RECOVERY (2005)
 DH5087
 DH5087'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5087'RECOVERED AS DESCRIBED.
 DH5087
 DH5087                          STATION RECOVERY (2010)
 DH5087
 DH5087'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5087'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 23.5 M WEST OF THE
 DH5087'WEST END OF A METAL GATE, 21.0 M EAST OF THE EXTENDED CENTERLINE OF A
 DH5087'FIELD ENTRANCE, AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST
 DH5087'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.  NOTE---THE STEEL WITNESS
 DH5087'POST IS NOT PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0636 ***********************************************************************
 OM0636  DESIGNATION -  060
 OM0636  PID         -  OM0636
 OM0636  STATE/COUNTY-  WI/DANE
 OM0636  COUNTRY     -  US
 OM0636  USGS QUAD   -  CROSS PLAINS (2018)
 OM0636
 OM0636                         *CURRENT SURVEY CONTROL
 OM0636  ______________________________________________________________________
 OM0636* NAD 83(2011) POSITION- 43 01 02.29222(N) 089 39 41.01897(W)   ADJUSTED
 OM0636* NAD 83(2011) ELLIP HT-   306.549 (meters)        (06/27/12)   ADJUSTED
 OM0636* NAD 83(2011) EPOCH   -  2010.00
 OM0636* NAVD 88 ORTHO HEIGHT -   340.7   (meters)     1118.    (feet) VERTCON3
 OM0636  ______________________________________________________________________
 OM0636  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 OM0636  NAD 83(2011) X  -     27,603.663 (meters)                     COMP
 OM0636  NAD 83(2011) Y  - -4,670,784.669 (meters)                     COMP
 OM0636  NAD 83(2011) Z  -  4,329,116.564 (meters)                     COMP
 OM0636  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 OM0636
 OM0636  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0636  Standards:
 OM0636         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0636            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0636  -------------------------------------------------------------------
 OM0636  NETWORK    3.25   3.33           0.84   1.57   1.70     -0.27715847
 OM0636  -------------------------------------------------------------------
 OM0636  Click here for local accuracies and other accuracy information.
 OM0636
 OM0636.The horizontal coordinates were established by GPS observations
 OM0636.and adjusted by the National Geodetic Survey in June 2012.
 OM0636
 OM0636.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0636.been affixed to the stable North American tectonic plate. See 
 OM0636.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0636
 OM0636.The horizontal coordinates are valid at the epoch date displayed above
 OM0636.which is a decimal equivalence of Year/Month/Day.
 OM0636
 OM0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0636
 OM0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0636.GEOID18 height accuracy estimate available here.
 OM0636
 OM0636.Click photographs - Photos may exist for this station.
 OM0636
 OM0636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0636
 OM0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0636
 OM0636.The ellipsoidal height was determined by GPS observations
 OM0636.and is referenced to NAD 83.
 OM0636
 OM0636. The following values were computed from the NAD 83(2011) position.
 OM0636
 OM0636;                    North         East     Units Scale Factor Converg.
 OM0636;SPC WI S     -   113,068.761   627,601.178   MT  0.99995487   +0 13 57.6
 OM0636;SPC WI S     -   370,959.76  2,059,054.86   sFT  0.99995487   +0 13 57.6
 OM0636;UTM  16      - 4,766,173.819   283,129.512   MT  1.00017863   -1 48 58.9
 OM0636
 OM0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0636!SPC WI S     -   0.99995193  x   0.99995487  =   0.99990680
 OM0636!UTM  16      -   0.99995193  x   1.00017863  =   1.00013055
 OM0636
 OM0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8312966173(NAD 83)
 OM0636
 OM0636                          SUPERSEDED SURVEY CONTROL
 OM0636
 OM0636  NAD 83(2007)-  43 01 02.29233(N)    089 39 41.01987(W) AD(2002.00) 0
 OM0636  ELLIP H (02/10/07)  306.595  (m)                       GP(2002.00)    
 OM0636  NAD 83(1997)-  43 01 02.29217(N)    089 39 41.02014(W) AD(       ) 2
 OM0636  ELLIP H (06/17/02)  306.584  (m)                       GP(       ) 4 1
 OM0636  NAD 83(1991)-  43 01 02.29169(N)    089 39 41.01876(W) AD(       ) 2
 OM0636  ELLIP H (11/21/91)  306.694  (m)                       GP(       ) 4 1
 OM0636  NAD 83(1986)-  43 01 02.28385(N)    089 39 41.01954(W) AD(       ) 2
 OM0636  NAD 27      -  43 01 02.29520(N)    089 39 40.57983(W) AD(       ) 2
 OM0636  NGVD 29 (07/12/88)  340.7    (m)  RAPSU86  model used  GPS OBS        
 OM0636
 OM0636.Superseded values are not recommended for survey control.
 OM0636
 OM0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0636.See file dsdata.pdf to determine how the superseded data were derived.
 OM0636
 OM0636_MARKER: DD = SURVEY DISK
 OM0636_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM0636_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0636+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0636
 OM0636  HISTORY     - Date     Condition        Report By
 OM0636  HISTORY     - 1987     MONUMENTED       WI-025
 OM0636
 OM0636                          STATION DESCRIPTION
 OM0636
 OM0636'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0636'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTHWEST OF VERONA,
 OM0636'10.5 KM (6.5 MI) SOUTH OF CROSS PLAINS, AND 4.8 KM (3.0 MI)
 OM0636'EAST-NORTHEAST OF MT HOREBON ON BAKKEN ROAD.  OWNERSHIP--TOWN OF
 OM0636'SPRINGDALE, ROGER RIGGENBERG, CHAIRMAN, 2250 RIGGENBERG DRIVE,
 OM0636'VERONA WI 53593, PHONE 608-832-4449.
 OM0636'
 OM0636'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 18, 151
 OM0636'AND STATE HIGHWAY 69 IN VERONA, GO WEST ON U.S. HIGHWAY 18, 151 FOR
 OM0636'12.4 KM (7.7 MI) TO THE JUNCTION OF U.S. HIGHWAY 18, 151 AND COUNTY
 OM0636'HIGHWAY P.  TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY P FOR 2.5 KM
 OM0636'(1.55 MI) TO THE INTERSECTION OF COUNTY HIGHWAY P AND BAKKEN ROAD.
 OM0636'TURN RIGHT AND GO SOUTHEASTERLY ON BAKKEN ROAD FOR 0.8 KM (0.5 MI)
 OM0636'TO THE STATION IN THE ROAD.
 OM0636'
 OM0636'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK THAT
 OM0636'IS---UNSTAMPED---, SET IN A ROUND CONCRETE MONUMENT 27 CM IN DIAMETER
 OM0636'FLUSH WITH THE ROAD SURFACE.  LOCATED 68.9 METERS (226.0 FT)
 OM0636'WEST-SOUTHWEST OF A CABLE JUNCTION BOX MARKED B5A 2, 5.3 METERS
 OM0636'(17.5 FT) SOUTH OF THE NORTH EDGE OF BAKKEN ROAD, AND 1.3 METERS
 OM0636'NORTH OF THE SOUTH EDGE OF BAKKEN ROAD.
 OM0636'
 OM0636'DANE COUNTY, WISCONSIN 1987.
 OM0636'
 OM0636'THIS STATION IS SUITABLE FOR GPS SURVEYS BUT REQUIRES TRAFFIC
 OM0636'CONTROL.
 OM0636'
 OM0636'DESCRIBED BY A.B. COLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0637 ***********************************************************************
 OM0637  DESIGNATION -  061
 OM0637  PID         -  OM0637
 OM0637  STATE/COUNTY-  WI/DANE
 OM0637  COUNTRY     -  US
 OM0637  USGS QUAD   -  SAUK CITY (2018)
 OM0637
 OM0637                         *CURRENT SURVEY CONTROL
 OM0637  ______________________________________________________________________
 OM0637* NAD 83(2011) POSITION- 43 17 35.69903(N) 089 38 26.34830(W)   ADJUSTED
 OM0637* NAD 83(2011) ELLIP HT-   231.455 (meters)        (06/27/12)   ADJUSTED
 OM0637* NAD 83(2011) EPOCH   -  2010.00
 OM0637* NAVD 88 ORTHO HEIGHT -   266.3   (meters)      874.    (feet) VERTCON3
 OM0637  ______________________________________________________________________
 OM0637  GEOID HEIGHT    -        -34.713 (meters)                     GEOID18
 OM0637  NAD 83(2011) X  -     29,162.691 (meters)                     COMP
 OM0637  NAD 83(2011) Y  - -4,649,750.790 (meters)                     COMP
 OM0637  NAD 83(2011) Z  -  4,351,430.103 (meters)                     COMP
 OM0637  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 OM0637
 OM0637  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0637  Standards:
 OM0637         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0637            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0637  -------------------------------------------------------------------
 OM0637  NETWORK    2.84   3.90           1.30   0.98   1.99     -0.01362660
 OM0637  -------------------------------------------------------------------
 OM0637  Click here for local accuracies and other accuracy information.
 OM0637
 OM0637.The horizontal coordinates were established by GPS observations
 OM0637.and adjusted by the National Geodetic Survey in June 2012.
 OM0637
 OM0637.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0637.been affixed to the stable North American tectonic plate. See 
 OM0637.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0637
 OM0637.The horizontal coordinates are valid at the epoch date displayed above
 OM0637.which is a decimal equivalence of Year/Month/Day.
 OM0637
 OM0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0637
 OM0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0637.GEOID18 height accuracy estimate available here.
 OM0637
 OM0637.Click photographs - Photos may exist for this station.
 OM0637
 OM0637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0637
 OM0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0637
 OM0637.The ellipsoidal height was determined by GPS observations
 OM0637.and is referenced to NAD 83.
 OM0637
 OM0637. The following values were computed from the NAD 83(2011) position.
 OM0637
 OM0637;                    North         East     Units Scale Factor Converg.
 OM0637;SPC WI S     -   143,730.263   629,159.820   MT  0.99993432   +0 14 48.9
 OM0637;SPC WI S     -   471,555.04  2,064,168.51   sFT  0.99993432   +0 14 48.9
 OM0637;UTM  16      - 4,796,766.771   285,786.559   MT  1.00016450   -1 48 41.3
 OM0637
 OM0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0637!SPC WI S     -   0.99996370  x   0.99993432  =   0.99989803
 OM0637!UTM  16      -   0.99996370  x   1.00016450  =   1.00012820
 OM0637
 OM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8578696766(NAD 83)
 OM0637
 OM0637                          SUPERSEDED SURVEY CONTROL
 OM0637
 OM0637  NAD 83(2007)-  43 17 35.69809(N)    089 38 26.34912(W) AD(2002.00) 0
 OM0637  ELLIP H (02/10/07)  231.592  (m)                       GP(2002.00)    
 OM0637  NAD 83(1997)-  43 17 35.69817(N)    089 38 26.34938(W) AD(       ) 2
 OM0637  ELLIP H (06/17/02)  231.507  (m)                       GP(       ) 4 1
 OM0637  NAD 83(1991)-  43 17 35.69722(N)    089 38 26.34812(W) AD(       ) 2
 OM0637  ELLIP H (11/21/91)  231.710  (m)                       GP(       ) 4 1
 OM0637  NAD 83(1986)-  43 17 35.68796(N)    089 38 26.35361(W) AD(       ) 2
 OM0637  NAD 27      -  43 17 35.72784(N)    089 38 25.91963(W) AD(       ) 2
 OM0637  NGVD 29 (07/12/88)  266.4    (m)  RAPSU86  model used  GPS OBS        
 OM0637
 OM0637.Superseded values are not recommended for survey control.
 OM0637
 OM0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0637.See file dsdata.pdf to determine how the superseded data were derived.
 OM0637
 OM0637_MARKER: DD = SURVEY DISK
 OM0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0637+STABILITY: SURFACE MOTION
 OM0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0637+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0637
 OM0637  HISTORY     - Date     Condition        Report By
 OM0637  HISTORY     - 1987     MONUMENTED       WI-025
 OM0637
 OM0637                          STATION DESCRIPTION
 OM0637
 OM0637'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0637'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHEAST OF SAUK CITY,
 OM0637'6.4 KM (4.0 MI) EAST OF PRAIRIE DU SAC, AND 5.6 KM (3.5 MI)
 OM0637'NORTH-NORTHEAST OF ROXBURY.  OWNERSHIP--TOWN OF ROXBURY, ROBERT J
 OM0637'BALLWEG, CHAIRMAN, 7377 TETIVA ROAD, SAUK CITY WI 53583,
 OM0637'PHONE 608-643-6238.
 OM0637'
 OM0637'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY Y AND
 OM0637'MUSSEN ROAD, WHICH IS ABOUT 4.0 KM (2.5 MI) NORTHEAST OF ROXBURY, GO
 OM0637'NORTH ON MUSSEN ROAD FOR 3.5 KM (2.2 MI) TO THE JUNCTION WITH
 OM0637'SCHOEPP ROAD AND THE STATION ON THE LEFT IN A GRASSY TRIANGLE
 OM0637'MEDIAN.
 OM0637'
 OM0637'THE STATION IS A STANDARD WI-025 DISK STAMPED---061 1987---, EPOXIED
 OM0637'TO A STEEL ROD AND
 OM0637'SET IN THE TOP OF A ROUND CONCRETE
 OM0637'POST 17 CM IN DIAMETER AND RECESSED 18 CM BELOW THE GROUND SURFACE.
 OM0637'LOCATED 20.4 METERS (67.0 FT) SOUTH OF A WISCONSIN BELL TELEPHONE
 OM0637'DIGGER HOTLINE POST, 18.6 METERS (61.0 FT) NORTH-NORTHEAST OF
 OM0637'TELEPHONE JUNCTION BOX NUMBER 1975, AND 9.6 METERS (31.5 FT) WEST
 OM0637'OF THE CENTER OF MUSSEN ROAD.
 OM0637'
 OM0637'DANE COUNTY, WISCONSIN 1987.
 OM0637'
 OM0637'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0637'
 OM0637'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0638 ***********************************************************************
 OM0638  DESIGNATION -  062
 OM0638  PID         -  OM0638
 OM0638  STATE/COUNTY-  WI/DANE
 OM0638  COUNTRY     -  US
 OM0638  USGS QUAD   -  LODI (2018)
 OM0638
 OM0638                         *CURRENT SURVEY CONTROL
 OM0638  ______________________________________________________________________
 OM0638* NAD 83(2011) POSITION- 43 17 37.23474(N) 089 30 39.37473(W)   NO CHECK
 OM0638* NAD 83(2011) ELLIP HT-   245.501 (meters)        (06/27/12)   NO CHECK
 OM0638* NAD 83(2011) EPOCH   -  2010.00
 OM0638* NAVD 88 ORTHO HEIGHT -   280.3   (meters)      920.    (feet) VERTCON3
 OM0638  ______________________________________________________________________
 OM0638  GEOID HEIGHT    -        -34.765 (meters)                     GEOID18
 OM0638  NAD 83(2011) X  -     39,689.229 (meters)                     COMP
 OM0638  NAD 83(2011) Y  - -4,649,650.575 (meters)                     COMP
 OM0638  NAD 83(2011) Z  -  4,351,474.231 (meters)                     COMP
 OM0638  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 OM0638
 OM0638  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0638  Standards:
 OM0638         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0638            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0638  -------------------------------------------------------------------
 OM0638  NETWORK    3.85   5.92           1.61   1.54   3.02     -0.08757719
 OM0638  -------------------------------------------------------------------
 OM0638  Click here for local accuracies and other accuracy information.
 OM0638
 OM0638.The horizontal coordinates were established by GPS observations
 OM0638.and adjusted by the National Geodetic Survey in June 2012.
 OM0638
 OM0638.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0638.been affixed to the stable North American tectonic plate. See 
 OM0638.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0638
 OM0638.The horizontal coordinates are valid at the epoch date displayed above
 OM0638.which is a decimal equivalence of Year/Month/Day.
 OM0638
 OM0638.No horizontal observational check was made to the station.
 OM0638
 OM0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0638
 OM0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0638.GEOID18 height accuracy estimate available here.
 OM0638
 OM0638.Click photographs - Photos may exist for this station.
 OM0638
 OM0638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0638
 OM0638.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0638
 OM0638.The ellipsoidal height was determined by GPS observations
 OM0638.and is referenced to NAD 83.
 OM0638
 OM0638. The following values were computed from the NAD 83(2011) position.
 OM0638
 OM0638;                    North         East     Units Scale Factor Converg.
 OM0638;SPC WI S     -   143,831.199   639,685.351   MT  0.99993430   +0 20 09.7
 OM0638;SPC WI S     -   471,886.19  2,098,701.02   sFT  0.99993430   +0 20 09.7
 OM0638;UTM  16      - 4,796,489.524   296,311.058   MT  1.00011039   -1 43 20.8
 OM0638
 OM0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0638!SPC WI S     -   0.99996150  x   0.99993430  =   0.99989581
 OM0638!UTM  16      -   0.99996150  x   1.00011039  =   1.00007189
 OM0638
 OM0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9631196489(NAD 83)
 OM0638
 OM0638                          SUPERSEDED SURVEY CONTROL
 OM0638
 OM0638  NAD 83(2007)-  43 17 37.23508(N)    089 30 39.37602(W) AD(2002.00) 0
 OM0638  ELLIP H (02/10/07)  245.539  (m)                       GP(2002.00)    
 OM0638  NAD 83(1997)-  43 17 37.23525(N)    089 30 39.37633(W) AD(       ) 2
 OM0638  ELLIP H (06/17/02)  245.482  (m)                       GP(       ) 4 1
 OM0638  NAD 83(1991)-  43 17 37.23425(N)    089 30 39.37567(W) AD(       ) 2
 OM0638  ELLIP H (11/21/91)  245.666  (m)                       GP(       ) 4 1
 OM0638  NAD 83(1986)-  43 17 37.22454(N)    089 30 39.37819(W) AD(       ) 2
 OM0638  NAD 27      -  43 17 37.26362(N)    089 30 38.94401(W) AD(       ) 2
 OM0638  NGVD 29 (07/12/88)  280.4    (m)  RAPSU86  model used  GPS OBS        
 OM0638
 OM0638.Superseded values are not recommended for survey control.
 OM0638
 OM0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0638.See file dsdata.pdf to determine how the superseded data were derived.
 OM0638
 OM0638_MARKER: DD = SURVEY DISK
 OM0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0638+STABILITY: SURFACE MOTION
 OM0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0638+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0638
 OM0638  HISTORY     - Date     Condition        Report By
 OM0638  HISTORY     - 1987     MONUMENTED       WI-025
 OM0638
 OM0638                          STATION DESCRIPTION
 OM0638
 OM0638'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0638'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHWEST OF DE
 OM0638'FOREST, 13.7 KM (8.5 MI) NORTHEAST OF ROXBURY, 4.8 KM (3.0 MI)
 OM0638'NORTH OF DANE AND NEAR THE DANE-COLUMBIA COUNTY LINE.
 OM0638'OWNERSHIP--TOWN OF DANE, ROBERT LEE, CHAIRMAN, 7335 LEE ROAD, LODI
 OM0638'WI 53555, PHONE 608-592-3636.
 OM0638'
 OM0638'TO REACH THE STATION FROM THE POST OFFICE IN DANE, GO WEST ON EAST
 OM0638'MAIN STREET (STATE HIGHWAY 113) FOR 1.8 KM (1.1 MI) TO WHERE STATE
 OM0638'HIGHWAY 113 TURNS RIGHT.  TURN RIGHT AND GO NORTH FOR 4.9 KM (3.05
 OM0638'MI) TO MEEK ROAD.  TURN RIGHT AND GO EAST ON MEEK ROAD FOR 0.9 KM
 OM0638'(0.55 MI) TO A CEMETERY AND THE MARK NEAR THE NORTHEAST CORNER OF
 OM0638'CEMETERY.
 OM0638'
 OM0638'THE STATION IS A STANDARD WI-025 DISK STAMPED---062 1987---, EPOXIED
 OM0638'TO THE TOP OF A STEEL ROD
 OM0638'SET IN A ROUND CONCRETE POST 20 CM IN
 OM0638'DIAMETER AND RECESSED 20 CM BELOW GROUND SURFACE.  LOCATED 8.5
 OM0638'METERS (28.0 FT) SOUTH OF THE CENTER OF MEEK ROAD, 4.1 METERS (13.6
 OM0638'FT) EAST FROM THE CENTER OF WIRE GATE INTO CEMETERY, AND 1.7 METERS
 OM0638'(5.6 FT) NORTH OF A WOODEN FENCE POST.
 OM0638'
 OM0638'DANE COUNTY, WISCONSIN 1987.
 OM0638'
 OM0638'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0638'
 OM0638'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0639 ***********************************************************************
 OM0639  DESIGNATION -  063
 OM0639  PID         -  OM0639
 OM0639  STATE/COUNTY-  WI/DANE
 OM0639  COUNTRY     -  US
 OM0639  USGS QUAD   -  ARLINGTON (2018)
 OM0639
 OM0639                         *CURRENT SURVEY CONTROL
 OM0639  ______________________________________________________________________
 OM0639* NAD 83(2011) POSITION- 43 17 39.13842(N) 089 27 07.58257(W)   ADJUSTED
 OM0639* NAD 83(2011) ELLIP HT-   272.942 (meters)        (06/27/12)   ADJUSTED
 OM0639* NAD 83(2011) EPOCH   -  2010.00
 OM0639* NAVD 88 ORTHO HEIGHT -   307.7   (meters)     1010.    (feet) VERTCON3
 OM0639  ______________________________________________________________________
 OM0639  GEOID HEIGHT    -        -34.813 (meters)                     GEOID18
 OM0639  NAD 83(2011) X  -     44,463.262 (meters)                     COMP
 OM0639  NAD 83(2011) Y  - -4,649,587.057 (meters)                     COMP
 OM0639  NAD 83(2011) Z  -  4,351,535.810 (meters)                     COMP
 OM0639  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 OM0639
 OM0639  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0639  Standards:
 OM0639         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0639            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0639  -------------------------------------------------------------------
 OM0639  NETWORK    2.93   5.12           1.49   0.28   2.61     -0.01923262
 OM0639  -------------------------------------------------------------------
 OM0639  Click here for local accuracies and other accuracy information.
 OM0639
 OM0639.The horizontal coordinates were established by GPS observations
 OM0639.and adjusted by the National Geodetic Survey in June 2012.
 OM0639
 OM0639.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0639.been affixed to the stable North American tectonic plate. See 
 OM0639.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0639
 OM0639.The horizontal coordinates are valid at the epoch date displayed above
 OM0639.which is a decimal equivalence of Year/Month/Day.
 OM0639
 OM0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0639
 OM0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0639.GEOID18 height accuracy estimate available here.
 OM0639
 OM0639.Click photographs - Photos may exist for this station.
 OM0639
 OM0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0639
 OM0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0639
 OM0639.The ellipsoidal height was determined by GPS observations
 OM0639.and is referenced to NAD 83.
 OM0639
 OM0639. The following values were computed from the NAD 83(2011) position.
 OM0639
 OM0639;                    North         East     Units Scale Factor Converg.
 OM0639;SPC WI S     -   143,919.625   644,458.798   MT  0.99993428   +0 22 35.3
 OM0639;SPC WI S     -   472,176.30  2,114,361.91   sFT  0.99993428   +0 22 35.3
 OM0639;UTM  16      - 4,796,406.418   301,085.385   MT  1.00008674   -1 40 55.4
 OM0639
 OM0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0639!SPC WI S     -   0.99995720  x   0.99993428  =   0.99989148
 OM0639!UTM  16      -   0.99995720  x   1.00008674  =   1.00004394
 OM0639
 OM0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0108596406(NAD 83)
 OM0639
 OM0639                          SUPERSEDED SURVEY CONTROL
 OM0639
 OM0639  NAD 83(2007)-  43 17 39.13871(N)    089 27 07.58345(W) AD(2002.00) 0
 OM0639  ELLIP H (02/10/07)  272.973  (m)                       GP(2002.00)    
 OM0639  NAD 83(1997)-  43 17 39.13891(N)    089 27 07.58375(W) AD(       ) 2
 OM0639  ELLIP H (06/17/02)  272.923  (m)                       GP(       ) 4 1
 OM0639  NAD 83(1991)-  43 17 39.13790(N)    089 27 07.58326(W) AD(       ) 2
 OM0639  ELLIP H (11/21/91)  273.102  (m)                       GP(       ) 4 1
 OM0639  NAD 83(1986)-  43 17 39.12807(N)    089 27 07.58504(W) AD(       ) 2
 OM0639  NAD 27      -  43 17 39.16682(N)    089 27 07.15178(W) AD(       ) 2
 OM0639  NGVD 29 (07/12/88)  307.8    (m)  RAPSU86  model used  GPS OBS        
 OM0639
 OM0639.Superseded values are not recommended for survey control.
 OM0639
 OM0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0639.See file dsdata.pdf to determine how the superseded data were derived.
 OM0639
 OM0639_MARKER: DD = SURVEY DISK
 OM0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0639+STABILITY: SURFACE MOTION
 OM0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0639+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0639
 OM0639  HISTORY     - Date     Condition        Report By
 OM0639  HISTORY     - 1987     MONUMENTED       WI-025
 OM0639
 OM0639                          STATION DESCRIPTION
 OM0639
 OM0639'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0639'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHWEST OF DE
 OM0639'FOREST, 6.4 KM (4.0 MI) NORTHEAST OF DANE, AND ON THE DANE-COLUMBIA
 OM0639'COUNTY LINE.  OWNERSHIP--TOWN OF VIENNA, M VINCENT KOCH, CHAIRMAN,
 OM0639'6761 SCHUMACHER ROAD, WAUNAKEE WI 53597, PHONE 608-849-5768.
 OM0639'
 OM0639'TO REACH THE STATION FROM THE POST OFFICE IN DANE, GO SOUTHEAST ON
 OM0639'DANE STREET FOR 0.2 KM (0.1 MI) TO EAST MAIN STREET.  TURN LEFT AND
 OM0639'GO EAST ON EAST MAIN STREET, WHICH TURNS INTO COUNTY HIGHWAY V, FOR
 OM0639'4.0 KM (2.5 MI) TO MADIGAN ROAD.  TURN LEFT ONTO MADIGAN ROAD AND
 OM0639'GO NORTH FOR 2.5 KM (1.55 MI) TO A STOP SIGN.  CONTINUE AHEAD FOR
 OM0639'2.4 KM (1.5 MI) TO MEEK ROAD.  THE STATION IS JUST NORTHEAST OF THE
 OM0639'INTERSECTION OF MADIGAN AND MEEK ROADS.
 OM0639'
 OM0639'THE STATION IS A STANDARD WI-025 DISK STAMPED---063 1987---, EPOXIED
 OM0639'TO THE TOP OF A STEEL ROD AND
 OM0639'SET IN A ROUND CONCRETE POST 25 CM
 OM0639'IN DIAMETER RECESSED 15 CM BELOW THE GROUND SURFACE.  LOCATED 20.3
 OM0639'METERS (66.5 FT) NORTHEAST OF SECTION CORNER MONUMENT IN MIDDLE OF
 OM0639'INTERSECTION, 14.1 METERS (46.2 FT) SOUTHEAST OF TELEPHONE JUNCTION
 OM0639'BOX NUMBER 1028, 8.7 METERS (28.6 FT) NORTH OF THE CENTER OF MEEK
 OM0639'ROAD, AND 5.4 METERS (17.8 FT) SOUTH OF A FENCE.
 OM0639'
 OM0639'DANE COUNTY, WISCONSIN 1987.
 OM0639'
 OM0639'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0639'
 OM0639'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0640 ***********************************************************************
 OM0640  DESIGNATION -  064
 OM0640  PID         -  OM0640
 OM0640  STATE/COUNTY-  WI/DANE
 OM0640  COUNTRY     -  US
 OM0640  USGS QUAD   -  MORRISONVILLE (2018)
 OM0640
 OM0640                         *CURRENT SURVEY CONTROL
 OM0640  ______________________________________________________________________
 OM0640* NAD 83(2011) POSITION- 43 17 38.13425(N) 089 21 46.95406(W)   ADJUSTED
 OM0640* NAD 83(2011) ELLIP HT-   270.677 (meters)        (06/27/12)   ADJUSTED
 OM0640* NAD 83(2011) EPOCH   -  2010.00
 OM0640* NAVD 88 ORTHO HEIGHT -   305.5   (meters)     1002.    (feet) VERTCON3
 OM0640  ______________________________________________________________________
 OM0640  GEOID HEIGHT    -        -34.874 (meters)                     GEOID18
 OM0640  NAD 83(2011) X  -     51,690.978 (meters)                     COMP
 OM0640  NAD 83(2011) Y  - -4,649,531.925 (meters)                     COMP
 OM0640  NAD 83(2011) Z  -  4,351,511.701 (meters)                     COMP
 OM0640  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 OM0640
 OM0640  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0640  Standards:
 OM0640         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0640            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0640  -------------------------------------------------------------------
 OM0640  NETWORK    2.56   4.25           1.30   0.25   2.17      0.07046459
 OM0640  -------------------------------------------------------------------
 OM0640  Click here for local accuracies and other accuracy information.
 OM0640
 OM0640.The horizontal coordinates were established by GPS observations
 OM0640.and adjusted by the National Geodetic Survey in June 2012.
 OM0640
 OM0640.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0640.been affixed to the stable North American tectonic plate. See 
 OM0640.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0640
 OM0640.The horizontal coordinates are valid at the epoch date displayed above
 OM0640.which is a decimal equivalence of Year/Month/Day.
 OM0640
 OM0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0640
 OM0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0640.GEOID18 height accuracy estimate available here.
 OM0640
 OM0640.Click photographs - Photos may exist for this station.
 OM0640
 OM0640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0640
 OM0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0640
 OM0640.The ellipsoidal height was determined by GPS observations
 OM0640.and is referenced to NAD 83.
 OM0640
 OM0640. The following values were computed from the NAD 83(2011) position.
 OM0640
 OM0640;                    North         East     Units Scale Factor Converg.
 OM0640;SPC WI S     -   143,939.983   651,685.953   MT  0.99993429   +0 26 15.6
 OM0640;SPC WI S     -   472,243.09  2,138,073.00   sFT  0.99993429   +0 26 15.6
 OM0640;UTM  16      - 4,796,167.125   308,309.583   MT  1.00005203   -1 37 15.3
 OM0640
 OM0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0640!SPC WI S     -   0.99995755  x   0.99993429  =   0.99989185
 OM0640!UTM  16      -   0.99995755  x   1.00005203  =   1.00000958
 OM0640
 OM0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0830996167(NAD 83)
 OM0640
 OM0640                          SUPERSEDED SURVEY CONTROL
 OM0640
 OM0640  NAD 83(2007)-  43 17 38.13449(N)    089 21 46.95493(W) AD(2002.00) 0
 OM0640  ELLIP H (02/10/07)  270.709  (m)                       GP(2002.00)    
 OM0640  NAD 83(1997)-  43 17 38.13477(N)    089 21 46.95528(W) AD(       ) 2
 OM0640  ELLIP H (06/17/02)  270.688  (m)                       GP(       ) 4 1
 OM0640  NAD 83(1991)-  43 17 38.13370(N)    089 21 46.95476(W) AD(       ) 2
 OM0640  ELLIP H (11/21/91)  270.841  (m)                       GP(       ) 4 1
 OM0640  NAD 83(1986)-  43 17 38.12369(N)    089 21 46.95652(W) AD(       ) 2
 OM0640  NAD 27      -  43 17 38.16200(N)    089 21 46.52648(W) AD(       ) 2
 OM0640  NGVD 29 (07/12/88)  305.5    (m)  RAPSU86  model used  GPS OBS        
 OM0640
 OM0640.Superseded values are not recommended for survey control.
 OM0640
 OM0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0640.See file dsdata.pdf to determine how the superseded data were derived.
 OM0640
 OM0640_MARKER: DD = SURVEY DISK
 OM0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0640_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0640+STABILITY: SURFACE MOTION
 OM0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0640+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0640
 OM0640  HISTORY     - Date     Condition        Report By
 OM0640  HISTORY     - 1987     MONUMENTED       WI-025
 OM0640
 OM0640                          STATION DESCRIPTION
 OM0640
 OM0640'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0640'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) NORTHEAST OF DANE,
 OM0640'4.8 KM (3.0 MI) NORTH OF DE FOREST, 1.6 KM (1.0 MI) NORTH-NORTHWEST
 OM0640'OF MORRISONVILLE, AND NEAR THE DANE-COLUMBIA COUNTY LINE.
 OM0640'OWNERSHIP--TOWN OF VIENNA, M VINCENT KOCH, CHAIRMAN, 6761
 OM0640'SCHUMACHER ROAD, WAUNAKEE WI 53597, PHONE 608-849-5768.
 OM0640'
 OM0640'TO REACH THE STATION FROM THE POST OFFICE IN DE FOREST, GO NORTH ON
 OM0640'SOUTH MAIN STREET FOR 0.6 KM (0.4 MI) TO COUNTY HIGHWAY V.
 OM0640'TURN LEFT AND GO WEST ON COUNTY HIGHWAY V, CROSSING OVER INTERSTATE
 OM0640'HIGHWAYS 90 AND 94, TO COUNTY HIGHWAY I.  TURN RIGHT AND GO NORTH
 OM0640'ON COUNTY HIGHWAY I, CROSSING BACK OVER THE INTERSTATE HIGHWAYS,
 OM0640'FOR 2.9 KM (1.8 MI) TO A STOP SIGN.  CONTINUE AHEAD FOR 2.0 KM
 OM0640'(1.25 MI) TO MEEK ROAD.  TURN RIGHT AND GO EAST FOR 1.6 KM (1.0 MI)
 OM0640'TO A T-ROAD AND THE STATION AHEAD NEAR FENCE LINE.
 OM0640'
 OM0640'THE STATION IS A STANDARD WI-025 DISK STAMPED---064 1987---, EPOXIED
 OM0640'TO THE TOP OF A STEEL ROD AND
 OM0640'SET IN A ROUND CONCRETE POST POST 20 CM
 OM0640'IN DIAMETER AND 10 CM BELOW THE GROUND SURFACE.  LOCATED 9.9 METERS
 OM0640'(32.5 FT) EAST FROM CENTER OF PAVED ROAD, 8.1 METERS (26.5 FT) SOUTH
 OM0640'FROM CENTER OF FIELD ROAD, 1.2 METERS (4.0 FT) SOUTHWEST OF A FENCE
 OM0640'CORNER AND 0.8 METERS (2.5 FT) WEST FROM FENCE LINE.
 OM0640'
 OM0640'DANE COUNTY, WISCONSIN 1987.
 OM0640'
 OM0640'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0640'
 OM0640'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1220 ***********************************************************************
 OM1220  DESIGNATION -  065
 OM1220  PID         -  OM1220
 OM1220  STATE/COUNTY-  WI/DANE
 OM1220  COUNTRY     -  US
 OM1220  USGS QUAD   -  MORRISONVILLE (2018)
 OM1220
 OM1220                         *CURRENT SURVEY CONTROL
 OM1220  ______________________________________________________________________
 OM1220* NAD 83(1991) POSITION- 43 16 52.34426(N) 089 17 06.57391(W)   ADJUSTED
 OM1220* NAVD 88 ORTHO HEIGHT -   312.8   (meters)     1026.    (feet) VERTCON3
 OM1220  ______________________________________________________________________
 OM1220  GEOID HEIGHT    -        -34.879 (meters)                     GEOID18
 OM1220  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 OM1220  HORZ ORDER      -  SECOND
 OM1220
 OM1220.The horizontal coordinates were established by GPS observations
 OM1220.and adjusted by the National Geodetic Survey in November 1991.
 OM1220
 OM1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1220
 OM1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1220.GEOID18 height accuracy estimate available here.
 OM1220
 OM1220.Click photographs - Photos may exist for this station.
 OM1220
 OM1220.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1220
 OM1220. The following values were computed from the NAD 83(1991) position.
 OM1220
 OM1220;                    North         East     Units Scale Factor Converg.
 OM1220;SPC WI S     -   142,578.245   658,017.774   MT  0.99993473   +0 29 28.2
 OM1220;SPC WI S     -   467,775.46  2,158,846.65   sFT  0.99993473   +0 29 28.2
 OM1220;UTM  16      - 4,794,578.672   314,589.052   MT  1.00002290   -1 34 01.6
 OM1220
 OM1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1220!SPC WI S     -   0.99995641  x   0.99993473  =   0.99989115
 OM1220!UTM  16      -   0.99995641  x   1.00002290  =   0.99997931
 OM1220
 OM1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1458994578(NAD 83)
 OM1220
 OM1220                          SUPERSEDED SURVEY CONTROL
 OM1220
 OM1220  NAD 83(1986)-  43 16 52.33487(N)    089 17 06.57650(W) AD(       ) 2
 OM1220  NAD 27      -  43 16 52.37005(N)    089 17 06.15088(W) AD(       ) 2
 OM1220  NGVD 29 (04/21/89)  312.9    (m)  RAPSU86  model used  GPS OBS        
 OM1220
 OM1220.Superseded values are not recommended for survey control.
 OM1220
 OM1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1220.See file dsdata.pdf to determine how the superseded data were derived.
 OM1220
 OM1220_MARKER: A = ALUMINUM MARKER
 OM1220_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM1220_SP_SET: SURROUNDED BY MASS OF CONCRETE
 OM1220_STAMPING: 065
 OM1220_MARK LOGO: WI-025
 OM1220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1220+STABILITY: SURFACE MOTION
 OM1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1220+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1220
 OM1220  HISTORY     - Date     Condition        Report By
 OM1220  HISTORY     - 1988     MONUMENTED       NGS
 OM1220
 OM1220                          STATION DESCRIPTION
 OM1220
 OM1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OM1220'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTHEAST OF DE FOREST,
 OM1220'4.8 KM (3.00 MI) EAST OF MORRISONVILLE 1.6 KM (1.00 MI) NORTH OF
 OM1220'COUNTY ROAD V AND IN CENTER OF ROADWAY.  OWNERSHIP--STATE OF
 OM1220'WISCONSIN, CONTACT MYRON A. TIMM, CHAIRMAN, TOWN OF WINDSOR, 7020
 OM1220'HIGHWAY 51, DE FOREST, WI 53532, PHONE 608-846-3832.
 OM1220'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND COUNTY
 OM1220'ROAD V, ABOUT 1.6 KM (1.00 MI) NORTHEAST OF DE FOREST, GO EAST ON
 OM1220'COUNTY ROAD V FOR 3.2 KM (2.00 MI) TO HELMKE ROAD ON THE LEFT.  TURN
 OM1220'LEFT AND GO NORTH ON HELMKE ROAD FOR 1.6 KM (1.00 MI) TO STATION IN
 OM1220'CENTER OF ROAD.
 OM1220'THE STATION IS A DANE COUNTY CAST ALUMINUM MONUMENT WITH NO STAMPING
 OM1220'AND SURROUNDED BY CONCRETE.  LOCATED 2.9 M (9.5 FT) WEST FROM EAST
 OM1220'EDGE OF ROAD, 2.9 M (9.5 FT) EAST FROM WEST EDGE OF ROAD AND FLUSH
 OM1220'WITH ROAD SURFACE.
 OM1220'DANE COUNTY PART II, WI, 1988.
 OM1220'THIS STATION IS NOT VERY SUITABLE FOR GPS SURVEYS BECAUSE OF LOCATION
 OM1220'IN MIDDLE OF ROAD.
 OM1220'DESCRIBED BY D.A. BOWLING
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1221 ***********************************************************************
 OM1221  DESIGNATION -  066
 OM1221  PID         -  OM1221
 OM1221  STATE/COUNTY-  WI/DANE
 OM1221  COUNTRY     -  US
 OM1221  USGS QUAD   -  NORTH BRISTOL (2018)
 OM1221
 OM1221                         *CURRENT SURVEY CONTROL
 OM1221  ______________________________________________________________________
 OM1221* NAD 83(1991) POSITION- 43 16 57.29862(N) 089 11 48.55457(W)   ADJUSTED
 OM1221* NAVD 88 ORTHO HEIGHT -   283.0   (meters)      928.    (feet) VERTCON3
 OM1221  ______________________________________________________________________
 OM1221  GEOID HEIGHT    -        -34.926 (meters)                     GEOID18
 OM1221  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 OM1221  HORZ ORDER      -  SECOND
 OM1221
 OM1221.The horizontal coordinates were established by GPS observations
 OM1221.and adjusted by the National Geodetic Survey in November 1991.
 OM1221
 OM1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1221
 OM1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1221.GEOID18 height accuracy estimate available here.
 OM1221
 OM1221.Click photographs - Photos may exist for this station.
 OM1221
 OM1221.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1221
 OM1221. The following values were computed from the NAD 83(1991) position.
 OM1221
 OM1221;                    North         East     Units Scale Factor Converg.
 OM1221;SPC WI S     -   142,796.383   665,185.823   MT  0.99993468   +0 33 06.7
 OM1221;SPC WI S     -   468,491.13  2,182,363.82   sFT  0.99993468   +0 33 06.7
 OM1221;UTM  16      - 4,794,539.211   321,760.828   MT  0.99999081   -1 30 23.5
 OM1221
 OM1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1221!SPC WI S     -   0.99996110  x   0.99993468  =   0.99989578
 OM1221!UTM  16      -   0.99996110  x   0.99999081  =   0.99995191
 OM1221
 OM1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2176094539(NAD 83)
 OM1221
 OM1221                          SUPERSEDED SURVEY CONTROL
 OM1221
 OM1221  NAD 83(1986)-  43 16 57.28935(N)    089 11 48.55748(W) AD(       ) 2
 OM1221  NAD 27      -  43 16 57.32322(N)    089 11 48.13530(W) AD(       ) 2
 OM1221  NGVD 29 (04/21/89)  283.1    (m)  RAPSU86  model used  GPS OBS        
 OM1221
 OM1221.Superseded values are not recommended for survey control.
 OM1221
 OM1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1221.See file dsdata.pdf to determine how the superseded data were derived.
 OM1221
 OM1221_MARKER: A = ALUMINUM MARKER
 OM1221_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM1221_SP_SET: SURROUNDED BY MASS OF CONCRETE
 OM1221_STAMPING: 066
 OM1221_MARK LOGO: WI-025
 OM1221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1221+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1221
 OM1221  HISTORY     - Date     Condition        Report By
 OM1221  HISTORY     - 1988     MONUMENTED       NGS
 OM1221
 OM1221                          STATION DESCRIPTION
 OM1221
 OM1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OM1221'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH-NORTHWEST OF EAST
 OM1221'BRISTOL, 2.0 KM (1.25 MI) NORTHEAST OF NORTH BRISTOL AND NEAR THE
 OM1221'DANE-COLUMBIA COUNTY LINE.  OWNERSHIP--STATE OF WISCONSIN, CONTACT
 OM1221'GERALD H. DERR, CHAIRMAN, TOWN OF BRISTOL, 1595 COUNTY ROAD V,
 OM1221'COLUMBUS, WI 53925, PHONE 608-837-3407.
 OM1221'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD V AND COUNTY
 OM1221'ROAD N, IN THE SMALL COMMUNITY OF NORTH BRISTOL, GO EAST ON COUNTY
 OM1221'ROAD V FOR 1.6 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH ON
 OM1221'WILBURN ROAD FOR 1.6 KM (1.00 MI) TO A STOP SIGN AT T-INTERSECTION.
 OM1221'TURN LEFT AND GO WEST ON BRISTOL ROAD FOR 0.8 KM (0.50 MI) TO THE MARK
 OM1221'IN CENTER OF ROAD.
 OM1221'THE STATION IS A DANE COUNTY CAST ALUMINUM MONUMENT WITH NO STAMPING
 OM1221'SURROUNDED BY CONCRETE.  LOCATED 18.3 M (60.0 FT) WEST-NORTHWEST FROM
 OM1221'METAL PIPE CULVERT UNDER ROAD, 3.2 M (10.5 FT) SOUTH FROM NORTH EDGE
 OM1221'OF ROAD, 3.2 M (10.5 FT) NORTH FROM SOUTH EDGE OF ROAD AND FLUSH WITH
 OM1221'ROAD SURFACE.
 OM1221'DANE COUNTY PART II, WI, 1988.
 OM1221'THIS STATION IS NOT VERY SUITABLE FOR GPS SURVEYS BECAUSE OF LOCATION
 OM1221'IN CENTER OF ROAD.
 OM1221'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1222 ***********************************************************************
 OM1222  DESIGNATION -  067 A
 OM1222  PID         -  OM1222
 OM1222  STATE/COUNTY-  WI/DANE
 OM1222  COUNTRY     -  US
 OM1222  USGS QUAD   -  COLUMBUS (2018)
 OM1222
 OM1222                         *CURRENT SURVEY CONTROL
 OM1222  ______________________________________________________________________
 OM1222* NAD 83(1991) POSITION- 43 16 39.64722(N) 089 00 32.62474(W)   ADJUSTED
 OM1222* NAVD 88 ORTHO HEIGHT -   259.7   (meters)      852.    (feet) VERTCON3
 OM1222  ______________________________________________________________________
 OM1222  GEOID HEIGHT    -        -34.959 (meters)                     GEOID18
 OM1222  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 OM1222  HORZ ORDER      -  SECOND
 OM1222
 OM1222.The horizontal coordinates were established by GPS observations
 OM1222.and adjusted by the National Geodetic Survey in November 1991.
 OM1222
 OM1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1222
 OM1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1222.GEOID18 height accuracy estimate available here.
 OM1222
 OM1222.Click photographs - Photos may exist for this station.
 OM1222
 OM1222.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1222
 OM1222. The following values were computed from the NAD 83(1991) position.
 OM1222
 OM1222;                    North         East     Units Scale Factor Converg.
 OM1222;SPC WI S     -   142,415.653   680,430.061   MT  0.99993486   +0 40 51.2
 OM1222;SPC WI S     -   467,242.02  2,232,377.63   sFT  0.99993486   +0 40 51.2
 OM1222;UTM  16      - 4,793,611.154   336,981.913   MT  0.99992691   -1 22 39.3
 OM1222
 OM1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1222!SPC WI S     -   0.99996476  x   0.99993486  =   0.99989962
 OM1222!UTM  16      -   0.99996476  x   0.99992691  =   0.99989167
 OM1222
 OM1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3698193611(NAD 83)
 OM1222
 OM1222                          SUPERSEDED SURVEY CONTROL
 OM1222
 OM1222  NAD 83(1986)-  43 16 39.63825(N)    089 00 32.62899(W) AD(       ) 2
 OM1222  NAD 27      -  43 16 39.66867(N)    089 00 32.21503(W) AD(       ) 2
 OM1222  NGVD 29 (04/21/89)  259.7    (m)  RAPSU86  model used  GPS OBS        
 OM1222
 OM1222.Superseded values are not recommended for survey control.
 OM1222
 OM1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1222.See file dsdata.pdf to determine how the superseded data were derived.
 OM1222
 OM1222_MARKER: DD = SURVEY DISK
 OM1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1222_STAMPING: 067A 1988
 OM1222_MARK LOGO: WI-025
 OM1222_PROJECTION: RECESSED 10 CENTIMETERS
 OM1222_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1222+STABILITY: SURFACE MOTION
 OM1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1222+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2004
 OM1222
 OM1222  HISTORY     - Date     Condition        Report By
 OM1222  HISTORY     - 1988     MONUMENTED       NGS
 OM1222  HISTORY     - 20040424 GOOD             JCLS
 OM1222  HISTORY     - 20040426 GOOD             JCLS
 OM1222
 OM1222                          STATION DESCRIPTION
 OM1222
 OM1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OM1222'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH-NORTHEAST OF EAST
 OM1222'BRISTOL, 6.4 KM (4.00 MI) NORTHEAST OF YORK CENTER, 0.8 KM (0.50 MI)
 OM1222'SOUTH OF THE DANE-COLUMBIA COUNTY LINE AND ON ROAD RIGHT-OF-WAY.
 OM1222'OWNERSHIP--STATE OF WISCONSIN, CONTACT EUGENE HEIN, CHAIRMAN, TOWN OF
 OM1222'YORK, 398 SUN PRAIRIE ROAD, WATERLOO, WI 53594, PHONE 608-655-3039.
 OM1222'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD VV NORTH AND
 OM1222'COUNTY ROAD V IN THE SMALL COMMUNITY OF EAST BRISTOL, GO EAST ON
 OM1222'COUNTY ROAD V FOR 3.8 KM (2.35 MI) TO U.S. HIGHWAY 151.  CONTINUE EAST
 OM1222'ON COUNTY ROAD V FOR 3.0 KM (1.85 MI) TO STATE HIGHWAY 73.  CONTINUE
 OM1222'EAST ON COUNTY ROAD V FOR 3.2 KM (2.00 MI) TO STATE HIGHWAY 89.
 OM1222'CONTINUE AHEAD ON KASPER ROAD FOR 1.6 KM (1.00 MI) TO A STOP SIGN.
 OM1222'TURN LEFT ON TRI COUNTY ROAD FOR 0.8 KM (0.50 MI) TO MARK ON THE
 OM1222'RIGHT.
 OM1222'THE STATION IS A STANDARD WI-025 DISK STAMPED---067A 1988---, EPOXIED
 OM1222'TO THE TOP OF A STEEL ROD SURROUNDED BY CONCRETE.  LOCATED 9.4 M
 OM1222'(31.0 FT) WEST FROM A FIBERGLASS WITNESS POST, 7.6 M (24.9 FT)
 OM1222'NORTHEAST FROM POINT 067 MARKING EAST 1/4  OF SECTION 1, TOWNSHIP 9
 OM1222'NORTH AND RANGE 12 EAST IN ROADWAY AND 4.3 M (14.1 FT) EAST FROM
 OM1222'CENTER OF TRI COUNTY ROAD.  THE MARK IS RECESSED 10 CM BELOW THE
 OM1222'GROUND SURFACE.
 OM1222'DANE COUNTY PART II WI, 1988.
 OM1222'THIS STATION IS NOT VERY SUITABLE FOR GPS SURVEYS BECAUSE OF LOCATION
 OM1222'OF MARK IN ROADWAY.
 OM1222'DESCRIBED BY D.A. BOWLING.
 OM1222
 OM1222                          STATION RECOVERY (2004)
 OM1222
 OM1222'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OM1222'RECOVERED IN GOOD CONDITION.
 OM1222
 OM1222                          STATION RECOVERY (2004)
 OM1222
 OM1222'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 OM1222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0641 ***********************************************************************
 OM0641  DESIGNATION -  068
 OM0641  PID         -  OM0641
 OM0641  STATE/COUNTY-  WI/DANE
 OM0641  COUNTRY     -  US
 OM0641  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM0641
 OM0641                         *CURRENT SURVEY CONTROL
 OM0641  ______________________________________________________________________
 OM0641* NAD 83(2011) POSITION- 43 14 59.64146(N) 089 33 44.53343(W)   ADJUSTED
 OM0641* NAD 83(2011) ELLIP HT-   264.894 (meters)        (06/27/12)   ADJUSTED
 OM0641* NAD 83(2011) EPOCH   -  2010.00
 OM0641* NAVD 88 ORTHO HEIGHT -   299.7   (meters)      983.    (feet) VERTCON3
 OM0641  ______________________________________________________________________
 OM0641  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 OM0641  NAD 83(2011) X  -     35,540.911 (meters)                     COMP
 OM0641  NAD 83(2011) Y  - -4,653,032.164 (meters)                     COMP
 OM0641  NAD 83(2011) Z  -  4,347,946.278 (meters)                     COMP
 OM0641  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 OM0641
 OM0641  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0641  Standards:
 OM0641         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0641            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0641  -------------------------------------------------------------------
 OM0641  NETWORK    5.56   4.72           1.04   2.78   2.41     -0.14259496
 OM0641  -------------------------------------------------------------------
 OM0641  Click here for local accuracies and other accuracy information.
 OM0641
 OM0641.The horizontal coordinates were established by GPS observations
 OM0641.and adjusted by the National Geodetic Survey in June 2012.
 OM0641
 OM0641.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0641.been affixed to the stable North American tectonic plate. See 
 OM0641.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0641
 OM0641.The horizontal coordinates are valid at the epoch date displayed above
 OM0641.which is a decimal equivalence of Year/Month/Day.
 OM0641
 OM0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0641
 OM0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0641.GEOID18 height accuracy estimate available here.
 OM0641
 OM0641.Click photographs - Photos may exist for this station.
 OM0641
 OM0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0641
 OM0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0641
 OM0641.The ellipsoidal height was determined by GPS observations
 OM0641.and is referenced to NAD 83.
 OM0641
 OM0641. The following values were computed from the NAD 83(2011) position.
 OM0641
 OM0641;                    North         East     Units Scale Factor Converg.
 OM0641;SPC WI S     -   138,944.973   635,537.346   MT  0.99993602   +0 18 02.5
 OM0641;SPC WI S     -   455,855.30  2,085,092.11   sFT  0.99993602   +0 18 02.5
 OM0641;UTM  16      - 4,791,754.509   291,989.475   MT  1.00013229   -1 45 22.7
 OM0641
 OM0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0641!SPC WI S     -   0.99995846  x   0.99993602  =   0.99989448
 OM0641!UTM  16      -   0.99995846  x   1.00013229  =   1.00009075
 OM0641
 OM0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9198991754(NAD 83)
 OM0641
 OM0641                          SUPERSEDED SURVEY CONTROL
 OM0641
 OM0641  NAD 83(2007)-  43 14 59.64156(N)    089 33 44.53415(W) AD(2002.00) 0
 OM0641  ELLIP H (02/10/07)  264.932  (m)                       GP(2002.00)    
 OM0641  NAD 83(1997)-  43 14 59.64151(N)    089 33 44.53239(W) AD(       ) 2
 OM0641  ELLIP H (06/17/02)  264.916  (m)                       GP(       ) 4 1
 OM0641  NAD 83(1991)-  43 14 59.64079(N)    089 33 44.53231(W) AD(       ) 2
 OM0641  ELLIP H (11/21/91)  265.057  (m)                       GP(       ) 4 1
 OM0641  NAD 83(1986)-  43 14 59.63045(N)    089 33 44.53725(W) AD(       ) 2
 OM0641  NAD 27      -  43 14 59.66480(N)    089 33 44.10544(W) AD(       ) 2
 OM0641  NGVD 29 (07/12/88)  299.7    (m)  RAPSU86  model used  GPS OBS        
 OM0641
 OM0641.Superseded values are not recommended for survey control.
 OM0641
 OM0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0641.See file dsdata.pdf to determine how the superseded data were derived.
 OM0641
 OM0641_MARKER: DD = SURVEY DISK
 OM0641_SETTING: 0 = UNSPECIFIED SETTING
 OM0641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0641+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0641
 OM0641  HISTORY     - Date     Condition        Report By
 OM0641  HISTORY     - 1987     MONUMENTED       WI-025
 OM0641  HISTORY     - 20031028 MARK NOT FOUND   USPSQD
 OM0641
 OM0641                          STATION DESCRIPTION
 OM0641
 OM0641'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0641'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTHWEST OF WAUNAKEE,
 OM0641'9.7 KM (6.0 MI) EAST OF ROXBURY, AND 4.8 KM (3.0 MI) WEST OF DANE.
 OM0641'OWNERSHIP--TOWN OF DANE, ROBERT LEE, CHAIRMAN, 7335 LEE ROAD, LODI
 OM0641'WI 53555, PHONE 608-592-3636.
 OM0641'
 OM0641'TO REACH THE STATION FROM THE POST OFFICE IN DANE, GO NORTH ON DANE
 OM0641'STREET FOR 0.1 KM (0.05 MI) TO MILITARY ROAD.  TURN LEFT AND GO
 OM0641'SOUTHWEST ON MILITARY ROAD FOR 0.2 KM (0.1 MI) TO A STOP SIGN AT
 OM0641'MAIN STREET (STATE HIGHWAY 113).  TURN RIGHT AND GO WESTERLY FOR
 OM0641'1.6 KM (1.0 MI) TO THE JUNCTION OF STATE HIGHWAY 113, COUNTY
 OM0641'HIGHWAY P AND COUNTY HIGHWAY V.  CONTINUE STRAIGHT AHEAD ON COUNTY
 OM0641'HIGHWAY V FOR 1.9 KM (1.2 MI) TO BLACKHILL ROAD ON THE LEFT.  BEAR
 OM0641'RIGHT AND CONTINUE WESTERLY ON BLACK HILL ROAD FOR 1.4 KM (0.9 MI)
 OM0641'TO THE MARK ON THE RIGHT.
 OM0641'
 OM0641'THE STATION IS A STANDARD WI-025 DISK STAMPED---068 1987---, EPOXIED
 OM0641'TO A STEEL ROD THAT IS DRIVEN INTO THE GROUND AND
 OM0641'SET IN
 OM0641'CONCRETE AND RECESSED 15 CM BELOW THE GROUND SURFACE.  LOCATED 47.5
 OM0641'METERS (156.0 FT) EAST OF A
 OM0641'0.9 METERS (36 INCHES) TREE NEAR SMALL CREEK, 5.8
 OM0641'METERS (19.0 FT) NORTH OF ROAD CENTER, AND 2.1 METERS (7.0 FT) SOUTH
 OM0641'FROM EDGE OF CULTIVATED FIELD.
 OM0641'
 OM0641'DANE COUNTY, WISCONSIN 1987.
 OM0641'
 OM0641'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0641'
 OM0641'DESCRIBED BY D.A. BOWLING.
 OM0641
 OM0641                          STATION RECOVERY (2003)
 OM0641
 OM0641'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAH)
 OM0641'FOUND LOCATION BUT NOT THE SITE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0642 ***********************************************************************
 OM0642  DESIGNATION -  069
 OM0642  PID         -  OM0642
 OM0642  STATE/COUNTY-  WI/DANE
 OM0642  COUNTRY     -  US
 OM0642  USGS QUAD   -  ARLINGTON (2018)
 OM0642
 OM0642                         *CURRENT SURVEY CONTROL
 OM0642  ______________________________________________________________________
 OM0642* NAD 83(2011) POSITION- 43 15 01.71538(N) 089 27 28.16178(W)   ADJUSTED
 OM0642* NAD 83(2011) ELLIP HT-   293.174 (meters)        (06/27/12)   ADJUSTED
 OM0642* NAD 83(2011) EPOCH   -  2010.00
 OM0642* NAVD 88 ORTHO HEIGHT -   328.0   (meters)     1076.    (feet) VERTCON3
 OM0642  ______________________________________________________________________
 OM0642  GEOID HEIGHT    -        -34.701 (meters)                     GEOID18
 OM0642  NAD 83(2011) X  -     44,031.021 (meters)                     COMP
 OM0642  NAD 83(2011) Y  - -4,652,936.310 (meters)                     COMP
 OM0642  NAD 83(2011) Z  -  4,348,012.274 (meters)                     COMP
 OM0642  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 OM0642
 OM0642  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0642  Standards:
 OM0642         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0642            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0642  -------------------------------------------------------------------
 OM0642  NETWORK    3.44   2.90           0.78   1.70   1.48     -0.11157704
 OM0642  -------------------------------------------------------------------
 OM0642  Click here for local accuracies and other accuracy information.
 OM0642
 OM0642.The horizontal coordinates were established by GPS observations
 OM0642.and adjusted by the National Geodetic Survey in June 2012.
 OM0642
 OM0642.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0642.been affixed to the stable North American tectonic plate. See 
 OM0642.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0642
 OM0642.The horizontal coordinates are valid at the epoch date displayed above
 OM0642.which is a decimal equivalence of Year/Month/Day.
 OM0642
 OM0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0642
 OM0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0642.GEOID18 height accuracy estimate available here.
 OM0642
 OM0642.Click photographs - Photos may exist for this station.
 OM0642
 OM0642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0642
 OM0642.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0642
 OM0642.The ellipsoidal height was determined by GPS observations
 OM0642.and is referenced to NAD 83.
 OM0642
 OM0642. The following values were computed from the NAD 83(2011) position.
 OM0642
 OM0642;                    North         East     Units Scale Factor Converg.
 OM0642;SPC WI S     -   139,058.847   644,026.529   MT  0.99993599   +0 22 21.1
 OM0642;SPC WI S     -   456,228.90  2,112,943.70   sFT  0.99993599   +0 22 21.1
 OM0642;UTM  16      - 4,791,563.555   300,478.759   MT  1.00008972   -1 41 04.7
 OM0642
 OM0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0642!SPC WI S     -   0.99995403  x   0.99993599  =   0.99989002
 OM0642!UTM  16      -   0.99995403  x   1.00008972  =   1.00004374
 OM0642
 OM0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0047891563(NAD 83)
 OM0642
 OM0642                          SUPERSEDED SURVEY CONTROL
 OM0642
 OM0642  NAD 83(2007)-  43 15 01.71550(N)    089 27 28.16252(W) AD(2002.00) 0
 OM0642  ELLIP H (02/10/07)  293.217  (m)                       GP(2002.00)    
 OM0642  NAD 83(1997)-  43 15 01.71527(N)    089 27 28.16121(W) AD(       ) 2
 OM0642  ELLIP H (06/17/02)  293.224  (m)                       GP(       ) 4 1
 OM0642  NAD 83(1991)-  43 15 01.71457(N)    089 27 28.16035(W) AD(       ) 2
 OM0642  ELLIP H (11/21/91)  293.349  (m)                       GP(       ) 4 1
 OM0642  NAD 83(1986)-  43 15 01.70400(N)    089 27 28.16610(W) AD(       ) 2
 OM0642  NAD 27      -  43 15 01.73644(N)    089 27 27.73896(W) AD(       ) 2
 OM0642  NGVD 29 (07/12/88)  328.0    (m)  RAPSU86  model used  GPS OBS        
 OM0642
 OM0642.Superseded values are not recommended for survey control.
 OM0642
 OM0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0642.See file dsdata.pdf to determine how the superseded data were derived.
 OM0642
 OM0642_MARKER: DD = SURVEY DISK
 OM0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0642+STABILITY: SURFACE MOTION
 OM0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0642+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0642
 OM0642  HISTORY     - Date     Condition        Report By
 OM0642  HISTORY     - 1987     MONUMENTED       WI-025
 OM0642
 OM0642                          STATION DESCRIPTION
 OM0642
 OM0642'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0642'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) WEST OF DE FOREST,
 OM0642'6.4 KM (4.0 MI) NORTH OF WAUNAKEE, AND 3.2 KM (2.0 MI) EAST OF DANE
 OM0642'ON ROAD RIGHT-OF-WAY.  OWNERSHIP--DANE COUNTY, DEPT OF HIGHWAY AND
 OM0642'TRANSPORTATION, 2302 FISH HATCHERY, MADISON WI 53713,
 OM0642'PHONE 608-266-4261.
 OM0642'
 OM0642'TO REACH THE STATION FROM THE POST OFFICE IN DANE, GO SOUTHEAST ON
 OM0642'DANE STREET FOR 0.2 KM (0.1 MI) TO EAST MAIN STREET.  TURN LEFT AND
 OM0642'GO EAST ON EAST MAIN STREET, WHICH TURNS INTO COUNTY ROAD V, FOR 3.4
 OM0642'KM (2.1 MI) TO THE STATION ON THE LEFT.
 OM0642'
 OM0642'THE STATION IS A STANDARD WI-025 DISK STAMPED---069 1987---, EPOXIED
 OM0642'TO THE TOP OF A STEEL ROD AND
 OM0642'SET IN A ROUND CONCRETE POST 20 CM IN
 OM0642'DIAMETER AND 15 CM BELOW THE GROUND SURFACE.  LOCATED 54.9 METERS
 OM0642'(180.0 FT) NORTH-NORTHEAST FROM A ROAD SIGN DESIGNATING A SIDE ROAD
 OM0642'LEFT, 53.0 METERS (174.0 FT) NORTH-NORTHWEST FROM AN UNDERPASS FOR
 OM0642'CATTLE, 36.6 METERS (120.0 FT) WEST OF A 1 METER SQUARE CONCRETE
 OM0642'MANHOLE COVER, AND 1.0 METERS (3.5 FT) SOUTH OF EDGE OF CULTIVATED
 OM0642'FIELD.  THE STATION IS ABOUT 4.6 METERS (15.0 FT) ABOVE THE HIGHWAY.
 OM0642'
 OM0642'DANE COUNTY, WISCONSIN 1987.
 OM0642'
 OM0642'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0642'
 OM0642'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5408 ***********************************************************************
 DH5408  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5408  DESIGNATION -  07 171W
 DH5408  PID         -  DH5408
 DH5408  STATE/COUNTY-  WI/MONROE
 DH5408  COUNTRY     -  US
 DH5408  USGS QUAD   -  TOMAH (2018)
 DH5408
 DH5408                         *CURRENT SURVEY CONTROL
 DH5408  ______________________________________________________________________
 DH5408* NAD 83(2011) POSITION- 43 58 05.80359(N) 090 32 07.19430(W)   ADJUSTED
 DH5408* NAD 83(2011) ELLIP HT-   262.575 (meters)        (06/27/12)   ADJUSTED
 DH5408* NAD 83(2011) EPOCH   -  2010.00
 DH5408* NAVD 88 ORTHO HEIGHT -   296.39  (meters)      972.4   (feet) GPS OBS
 DH5408  ______________________________________________________________________
 DH5408  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5408  GEOID HEIGHT    -        -33.816 (meters)                     GEOID12A
 DH5408  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 DH5408  NAD 83(2011) X  -    -42,960.932 (meters)                     COMP
 DH5408  NAD 83(2011) Y  - -4,597,912.333 (meters)                     COMP
 DH5408  NAD 83(2011) Z  -  4,405,737.840 (meters)                     COMP
 DH5408  LAPLACE CORR    -         -5.79  (seconds)                    DEFLEC18
 DH5408
 DH5408  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5408  Standards:
 DH5408         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5408            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5408  -------------------------------------------------------------------
 DH5408  NETWORK    0.31   0.45           0.14   0.11   0.23      0.01480340
 DH5408  -------------------------------------------------------------------
 DH5408  Click here for local accuracies and other accuracy information.
 DH5408
 DH5408.The horizontal coordinates were established by GPS observations
 DH5408.and adjusted by the National Geodetic Survey in June 2012.
 DH5408
 DH5408.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5408.been affixed to the stable North American tectonic plate. See 
 DH5408.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5408
 DH5408.The horizontal coordinates are valid at the epoch date displayed above
 DH5408.which is a decimal equivalence of Year/Month/Day.
 DH5408
 DH5408.The orthometric height was determined by GPS observations and a
 DH5408.high-resolution geoid model using precise GPS observation and
 DH5408.processing techniques.
 DH5408
 DH5408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5408.GEOID18 height accuracy estimate available here.
 DH5408
 DH5408.Click photographs - Photos may exist for this station.
 DH5408
 DH5408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5408
 DH5408.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5408
 DH5408.The ellipsoidal height was determined by GPS observations
 DH5408.and is referenced to NAD 83.
 DH5408
 DH5408. The following values were computed from the NAD 83(2011) position.
 DH5408
 DH5408;                    North         East     Units Scale Factor Converg.
 DH5408;SPC WI S     -   218,800.428   557,041.299   MT  0.99998150   -0 22 04.2
 DH5408;SPC WI S     -   717,847.74  1,827,559.66   sFT  0.99998150   -0 22 04.2
 DH5408;UTM  15      - 4,871,302.852   697,710.123   MT  1.00008079   +1 42 42.0
 DH5408
 DH5408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5408!SPC WI S     -   0.99995883  x   0.99998150  =   0.99994033
 DH5408!UTM  15      -   0.99995883  x   1.00008079  =   1.00003962
 DH5408
 DH5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9771071302(NAD 83)
 DH5408
 DH5408                          SUPERSEDED SURVEY CONTROL
 DH5408
 DH5408  NAD 83(2007)-  43 58 05.80359(N)    090 32 07.19509(W) AD(2002.00) 0
 DH5408  ELLIP H (02/10/07)  262.611  (m)                       GP(2002.00)    
 DH5408  NAD 83(1997)-  43 58 05.80360(N)    090 32 07.19562(W) AD(       ) 1
 DH5408  ELLIP H (08/01/05)  262.604  (m)                       GP(       ) 2 1
 DH5408  NAVD 88 (07/26/07)  296.38   (m)  GEOID03  model used  GPS OBS        
 DH5408
 DH5408.Superseded values are not recommended for survey control.
 DH5408
 DH5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5408.See file dsdata.pdf to determine how the superseded data were derived.
 DH5408
 DH5408_MARKER: DD = SURVEY DISK
 DH5408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5408_STAMPING: 07-171W
 DH5408_MARK LOGO: WI-081
 DH5408_PROJECTION: FLUSH
 DH5408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5408+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 DH5408
 DH5408  HISTORY     - Date     Condition        Report By
 DH5408  HISTORY     - 1997     MONUMENTED       WI-081
 DH5408  HISTORY     - 20030303 GOOD             WIDT
 DH5408  HISTORY     - 20060421 GOOD             JCLS
 DH5408  HISTORY     - 20070515 GOOD             JCLS
 DH5408  HISTORY     - 20101101 GOOD             JCLS
 DH5408
 DH5408                          STATION DESCRIPTION
 DH5408
 DH5408'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5408'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5408'US HIGHWAY 12  WITH STATE HIGHWAY 16 WEST WITH STATE HIGHWAY 131 AT
 DH5408'THE INTERSECTION OF CLIFTON  STREET WITH SUPERIOR AVENUE AND GASOLINE
 DH5408'ALLEY IN THE CITY OF TOMAH,  GO WEST ON WEST  STATE HIGHWAY 16 FOR 0.5
 DH5408'MILES TO COUNTY HIGHWAY CM ON THE RIGHT, TURN RIGHT AND GO  WEST ON
 DH5408'COUNTY HIGHWAY CM FOR 1.1 MILES TO GANDOLA ROAD AND THE STATION ON THE
 DH5408'RIGHT.   THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL MARKER
 DH5408'DISK SET IN THE TOP OF A  35-CM DIAMETER CONCRETE POST AND ABOUT LEVEL
 DH5408'WITH THE HIGHWAY PAVEMENT.  THE STATION  IS 7.4 M NORTH OF THE
 DH5408'CENTERLINE OF COUNTY HIGHWAY CM, 22.1 M WEST OF THE CENTERLINE OF
 DH5408'GONDOLA ROAD, 5.3 M WEST-NORTHWEST OF THE TOP CENTER OF THE NORTH END
 DH5408'OF A 35-CM  DIAMETER CORRUGATED METAL CULVERT PIPE, 0.5 M SOUTH OF A
 DH5408'GREEN METAL WITNESS  POST AND 1.0 M NORTH, SOUTHEAST, SOUTHWEST OF
 DH5408'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.   ---NOTE---THIS STATION HAS
 DH5408'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE
 DH5408'HORIZON EXCEPT FOR POWERLINES DIRECTLY OVERHEAD.
 DH5408
 DH5408                          STATION RECOVERY (2006)
 DH5408
 DH5408'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 DH5408'RECOVERED IN GOOD CONDITION.
 DH5408
 DH5408                          STATION RECOVERY (2007)
 DH5408
 DH5408'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 DH5408'RECOVERED IN GOOD CONDITION.
 DH5408
 DH5408                          STATION RECOVERY (2010)
 DH5408
 DH5408'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DH5408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5152 ***********************************************************************
 DK5152  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5152  DESIGNATION -  07 183W
 DK5152  PID         -  DK5152
 DK5152  STATE/COUNTY-  WI/MONROE
 DK5152  COUNTRY     -  US
 DK5152  USGS QUAD   -  CATARACT (2018)
 DK5152
 DK5152                         *CURRENT SURVEY CONTROL
 DK5152  ______________________________________________________________________
 DK5152* NAD 83(2011) POSITION- 44 02 50.34076(N) 090 46 43.08200(W)   ADJUSTED
 DK5152* NAD 83(2011) ELLIP HT-   247.382 (meters)        (06/27/12)   ADJUSTED
 DK5152* NAD 83(2011) EPOCH   -  2010.00
 DK5152* NAVD 88 ORTHO HEIGHT -   280.57  (meters)      920.5   (feet) GPS OBS
 DK5152  ______________________________________________________________________
 DK5152  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5152  GEOID HEIGHT    -        -33.188 (meters)                     GEOID12A
 DK5152  GEOID HEIGHT    -        -33.189 (meters)                     GEOID18
 DK5152  NAD 83(2011) X  -    -62,402.102 (meters)                     COMP
 DK5152  NAD 83(2011) Y  - -4,591,576.413 (meters)                     COMP
 DK5152  NAD 83(2011) Z  -  4,412,044.030 (meters)                     COMP
 DK5152  LAPLACE CORR    -         -7.50  (seconds)                    DEFLEC18
 DK5152
 DK5152  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5152  Standards:
 DK5152         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5152            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5152  -------------------------------------------------------------------
 DK5152  NETWORK    0.24   0.22           0.10   0.10   0.11     -0.01926294
 DK5152  -------------------------------------------------------------------
 DK5152  Click here for local accuracies and other accuracy information.
 DK5152
 DK5152.The horizontal coordinates were established by GPS observations
 DK5152.and adjusted by the National Geodetic Survey in June 2012.
 DK5152
 DK5152.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5152.been affixed to the stable North American tectonic plate. See 
 DK5152.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5152
 DK5152.The horizontal coordinates are valid at the epoch date displayed above
 DK5152.which is a decimal equivalence of Year/Month/Day.
 DK5152
 DK5152.The orthometric height was determined by GPS observations and a
 DK5152.high-resolution geoid model using precise GPS observation and
 DK5152.processing techniques.
 DK5152
 DK5152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5152.GEOID18 height accuracy estimate available here.
 DK5152
 DK5152.Click photographs - Photos may exist for this station.
 DK5152
 DK5152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5152
 DK5152.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5152
 DK5152.The ellipsoidal height was determined by GPS observations
 DK5152.and is referenced to NAD 83.
 DK5152
 DK5152. The following values were computed from the NAD 83(2011) position.
 DK5152
 DK5152;                    North         East     Units Scale Factor Converg.
 DK5152;SPC WI S     -   227,735.883   537,599.542   MT  0.99999613   -0 32 06.0
 DK5152;SPC WI S     -   747,163.48  1,763,774.50   sFT  0.99999613   -0 32 06.0
 DK5152;UTM  15      - 4,879,527.264   677,956.006   MT  0.99998950   +1 32 41.3
 DK5152
 DK5152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5152!SPC WI S     -   0.99996121  x   0.99999613  =   0.99995734
 DK5152!UTM  15      -   0.99996121  x   0.99998950  =   0.99995071
 DK5152
 DK5152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7795679527(NAD 83)
 DK5152
 DK5152                          SUPERSEDED SURVEY CONTROL
 DK5152
 DK5152  NAD 83(2007)-  44 02 50.34080(N)    090 46 43.08283(W) AD(2002.00) 1
 DK5152  ELLIP H (07/29/08)  247.414  (m)                       GP(2002.00) 3 1
 DK5152  NAVD 88 (07/29/08)  280.56   (m)  GEOID03  model used  GPS OBS        
 DK5152
 DK5152.Superseded values are not recommended for survey control.
 DK5152
 DK5152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5152.See file dsdata.pdf to determine how the superseded data were derived.
 DK5152
 DK5152_MARKER: DD = SURVEY DISK
 DK5152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5152_STAMPING: 07-183W 1996
 DK5152_MARK LOGO: WI-081
 DK5152_PROJECTION: FLUSH
 DK5152_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5152+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DK5152
 DK5152  HISTORY     - Date     Condition        Report By
 DK5152  HISTORY     - 1996     MONUMENTED       WI-081
 DK5152  HISTORY     - 20061002 GOOD             WIDT
 DK5152  HISTORY     - 20100830 GOOD             WIDT
 DK5152  HISTORY     - 20180709 GOOD             WIDT
 DK5152
 DK5152                          STATION DESCRIPTION
 DK5152
 DK5152'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5152'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY I WITH COUNTY
 DK5152'HIGHWAY II ABOUT 8 MI (12.9 KM) NORTH OF THE CITY OF SPARTA, GO SOUTH
 DK5152'ON COUNTY HIGHWAY I FOR 0.5 MI (0.8 KM) TO DELAWARE AVENUE ON THE
 DK5152'RIGHT, TURN RIGHT AND GO WEST ON DELAWARE ROAD FOR 1.0 MI (1.6 KM) TO
 DK5152'DEERWOOD ROAD, TURN LEFT AND GO SOUTH ON DEERWOOD FOR 0.8 MI (1.3 KM)
 DK5152'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE MONROE COUNTY
 DK5152'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DK5152'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 2 M (6.6
 DK5152'FT) ABOVE THE ROAD PAVEMENT.  THE STATION IS 11.8 M (38.7 FT) EAST OF
 DK5152'THE CENTERLINE OF DEERWOOD ROAD, 50 M (164.0 FT) SOUTH OF A PRIVATE
 DK5152'ENTRANCE --8842--, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST
 DK5152'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5152'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5152'HORIZON.
 DK5152
 DK5152                          STATION RECOVERY (2010)
 DK5152
 DK5152'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5152'RECOVERED IN GOOD CONDITION.
 DK5152
 DK5152                          STATION RECOVERY (2018)
 DK5152
 DK5152'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DK5152'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5248 ***********************************************************************
 DK5248  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5248  DESIGNATION -  07 193W
 DK5248  PID         -  DK5248
 DK5248  STATE/COUNTY-  WI/MONROE
 DK5248  COUNTRY     -  US
 DK5248  USGS QUAD   -  SHAMROCK (2018)
 DK5248
 DK5248                         *CURRENT SURVEY CONTROL
 DK5248  ______________________________________________________________________
 DK5248* NAD 83(2011) POSITION- 44 08 18.09407(N) 090 46 54.73103(W)   ADJUSTED
 DK5248* NAD 83(2011) ELLIP HT-   269.989 (meters)        (06/27/12)   ADJUSTED
 DK5248* NAD 83(2011) EPOCH   -  2010.00
 DK5248* NAVD 88 ORTHO HEIGHT -   303.21  (meters)      994.8   (feet) GPS OBS
 DK5248  ______________________________________________________________________
 DK5248  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5248  GEOID HEIGHT    -        -33.220 (meters)                     GEOID12A
 DK5248  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 DK5248  NAD 83(2011) X  -    -62,565.581 (meters)                     COMP
 DK5248  NAD 83(2011) Y  - -4,584,550.464 (meters)                     COMP
 DK5248  NAD 83(2011) Z  -  4,419,325.580 (meters)                     COMP
 DK5248  LAPLACE CORR    -         -8.67  (seconds)                    DEFLEC18
 DK5248
 DK5248  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5248  Standards:
 DK5248         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5248            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5248  -------------------------------------------------------------------
 DK5248  NETWORK    0.31   0.29           0.14   0.11   0.15      0.10334593
 DK5248  -------------------------------------------------------------------
 DK5248  Click here for local accuracies and other accuracy information.
 DK5248
 DK5248.The horizontal coordinates were established by GPS observations
 DK5248.and adjusted by the National Geodetic Survey in June 2012.
 DK5248
 DK5248.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5248.been affixed to the stable North American tectonic plate. See 
 DK5248.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5248
 DK5248.The horizontal coordinates are valid at the epoch date displayed above
 DK5248.which is a decimal equivalence of Year/Month/Day.
 DK5248
 DK5248.The orthometric height was determined by GPS observations and a
 DK5248.high-resolution geoid model using precise GPS observation and
 DK5248.processing techniques.
 DK5248
 DK5248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5248.GEOID18 height accuracy estimate available here.
 DK5248
 DK5248.Click photographs - Photos may exist for this station.
 DK5248
 DK5248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5248
 DK5248.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5248
 DK5248.The ellipsoidal height was determined by GPS observations
 DK5248.and is referenced to NAD 83.
 DK5248
 DK5248. The following values were computed from the NAD 83(2011) position.
 DK5248
 DK5248;                    North         East     Units Scale Factor Converg.
 DK5248;SPC WI S     -   237,854.032   537,435.077   MT  1.00001535   -0 32 14.0
 DK5248;SPC WI S     -   780,359.44  1,763,234.92   sFT  1.00001535   -0 32 14.0
 DK5248;UTM  15      - 4,889,632.593   677,424.233   MT  0.99998717   +1 32 42.3
 DK5248
 DK5248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5248!SPC WI S     -   0.99995767  x   1.00001535  =   0.99997302
 DK5248!UTM  15      -   0.99995767  x   0.99998717  =   0.99994484
 DK5248
 DK5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7742489632(NAD 83)
 DK5248
 DK5248                          SUPERSEDED SURVEY CONTROL
 DK5248
 DK5248  NAD 83(2007)-  44 08 18.09412(N)    090 46 54.73188(W) AD(2002.00) 1
 DK5248  ELLIP H (07/29/08)  270.017  (m)                       GP(2002.00) 3 1
 DK5248  NAVD 88 (07/29/08)  303.19   (m)  GEOID03  model used  GPS OBS        
 DK5248
 DK5248.Superseded values are not recommended for survey control.
 DK5248
 DK5248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5248.See file dsdata.pdf to determine how the superseded data were derived.
 DK5248
 DK5248_MARKER: DD = SURVEY DISK
 DK5248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5248_STAMPING: 07-193W 1996
 DK5248_MARK LOGO: WI-081
 DK5248_PROJECTION: FLUSH
 DK5248_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5248+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 DK5248
 DK5248  HISTORY     - Date     Condition        Report By
 DK5248  HISTORY     - 1996     MONUMENTED       WI-081
 DK5248  HISTORY     - 20061004 GOOD             WIDT
 DK5248  HISTORY     - 20100830 GOOD             WIDT
 DK5248
 DK5248                          STATION DESCRIPTION
 DK5248
 DK5248'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5248'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DK5248'HIGHWAY I TO THE EAST AND CASPER AVENUE TO THE WEST IN THE COMMUNITY
 DK5248'OF CATARACT ABOUT 11 MI (17.7 KM) NORTH OF THE CITY OF SPARTA, GO
 DK5248'NORTH ON STATE HIGHWAY 27 FOR 4.65 MI (7.5 KM) TO ALPHA AVENUE ON THE
 DK5248'RIGHT, TURN RIGHT AND GO EAST ON ALPHA AVENUE FOR 0.9 MI (1.4 KM) TO
 DK5248'COUNTY HIGHWAY S, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY S FOR 0.6
 DK5248'MI (1.0 KM) TO ALPINE AVENUE ON THE RIGHT, CONTINUE EAST ON COUNTY
 DK5248'HIGHWAY S FOR 0.75 MI (1.2 KM) TO THE STATION ON THE RIGHT.  THE
 DK5248'STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL STATION DISK SET IN
 DK5248'THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN
 DK5248'THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE ROAD PAVEMENT.  THE
 DK5248'STATION IS 8.0 M (26.2 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DK5248'S, 90 M (295.3 FT) EAST OF A PRIVATE ENTRANCE --2299--, 29 M (95.1 FT)
 DK5248'EAST OF A RED AND WHITE WOOD CULVERT MARKER, 16.5 M (54.1 FT)
 DK5248'SOUTH-SOUTHWEST OF A POWER POLE --REA CO-OP 27--, 1.0 M (3.3 FT)
 DK5248'SOUTH, NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DK5248'AND 0.5 M (1.6 FT) NORTH OF A GREEN METAL WITNESS POST.
 DK5248'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5248'THAN 20 DEGREES ABOVE THE HORIZON.
 DK5248
 DK5248                          STATION RECOVERY (2010)
 DK5248
 DK5248'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1223 ***********************************************************************
 OM1223  DESIGNATION -  070
 OM1223  PID         -  OM1223
 OM1223  STATE/COUNTY-  WI/DANE
 OM1223  COUNTRY     -  US
 OM1223  USGS QUAD   -  DE FOREST (2018)
 OM1223
 OM1223                         *CURRENT SURVEY CONTROL
 OM1223  ______________________________________________________________________
 OM1223* NAD 83(1991) POSITION- 43 10 18.07512(N) 089 15 53.84352(W)   ADJUSTED
 OM1223* NAD 83(1991) ELLIP HT-   266.529 (meters)        (10/21/99)   ADJUSTED
 OM1223* NAVD 88 ORTHO HEIGHT -   301.0   (meters)      988.    (feet) VERTCON3
 OM1223  ______________________________________________________________________
 OM1223  GEOID HEIGHT    -        -34.638 (meters)                     GEOID18
 OM1223  NAD 83(1991) X  -     59,769.862 (meters)                     COMP
 OM1223  NAD 83(1991) Y  - -4,658,735.301 (meters)                     COMP
 OM1223  NAD 83(1991) Z  -  4,341,614.097 (meters)                     COMP
 OM1223  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 OM1223  HORZ ORDER      -  SECOND
 OM1223  ELLP ORDER      -  FOURTH    CLASS I
 OM1223
 OM1223.The horizontal coordinates were established by GPS observations
 OM1223.and adjusted by the National Geodetic Survey in November 1991.
 OM1223
 OM1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1223
 OM1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1223.GEOID18 height accuracy estimate available here.
 OM1223
 OM1223.Click photographs - Photos may exist for this station.
 OM1223
 OM1223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1223
 OM1223.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1223
 OM1223.The ellipsoidal height was determined by GPS observations
 OM1223.and is referenced to NAD 83.
 OM1223
 OM1223. The following values were computed from the NAD 83(1991) position.
 OM1223
 OM1223;                    North         East     Units Scale Factor Converg.
 OM1223;SPC WI S     -   130,426.463   659,764.679   MT  0.99994053   +0 30 18.2
 OM1223;SPC WI S     -   427,907.49  2,164,577.95   sFT  0.99994053   +0 30 18.2
 OM1223;UTM  16      - 4,782,371.016   315,898.831   MT  1.00001695   -1 33 00.3
 OM1223
 OM1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1223!SPC WI S     -   0.99995820  x   0.99994053  =   0.99989874
 OM1223!UTM  16      -   0.99995820  x   1.00001695  =   0.99997515
 OM1223
 OM1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1589882371(NAD 83)
 OM1223
 OM1223                          SUPERSEDED SURVEY CONTROL
 OM1223
 OM1223  NAD 83(1986)-  43 10 18.06554(N)    089 15 53.84736(W) AD(       ) 2
 OM1223  NAD 27      -  43 10 18.08922(N)    089 15 53.42655(W) AD(       ) 2
 OM1223  NGVD 29 (04/21/89)  301.1    (m)  RAPSU86  model used  GPS OBS        
 OM1223
 OM1223.Superseded values are not recommended for survey control.
 OM1223
 OM1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1223.See file dsdata.pdf to determine how the superseded data were derived.
 OM1223
 OM1223_MARKER: A = ALUMINUM MARKER
 OM1223_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OM1223+WITH SETTING: INFORMATION.
 OM1223_STAMPING: 070 1987
 OM1223_MARK LOGO: WI-025
 OM1223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1223+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM1223
 OM1223  HISTORY     - Date     Condition        Report By
 OM1223  HISTORY     - 1987     MONUMENTED       NGS
 OM1223
 OM1223                          STATION DESCRIPTION
 OM1223
 OM1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OM1223'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI) EAST OF INTERSTATE
 OM1223'HIGHWAY 90, 3.2 KM (2.00 MI) SOUTHWEST OF SUN PRAIRIE, 3.2 KM
 OM1223'(2.00 MI) SOUTHEAST OF TOKEN CREEK AND ON ROAD RIGHT-OF-WAY.
 OM1223'OWNERSHIP--STATE OF WISCONSIN, CONTACT PAUL G. RAPP, DEPARTMENT OF
 OM1223'HIGHWAY AND TRANSPORTATION, COUNTY OF DANE, 2302 FISH HATCHERY ROAD,
 OM1223'MADISON, WI 53713, PHONE 608-266-4261.
 OM1223'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 151 AND STATE
 OM1223'HIGHWAY 19 IN SUN PRAIRIE, GO WEST ON STATE HIGHWAY 19 FOR 2.6 KM
 OM1223'(1.60 MI) TO COUNTY ROAD C.  TURN LEFT AND GO SOUTH ON COUNTY ROAD C
 OM1223'FOR 1.7 KM (1.05 MI) TO THE MARK ON THE LEFT.
 OM1223'THE STATION IS A DRIVEABLE MONUMENT WITH AN ALUMINUM CAP STAMPED---070
 OM1223'1987---, SET INSIDE A 5-INCH PVC PIPE THAT PROJECTS 2 CM ABOVE THE
 OM1223'GROUND.  THE ROD HAS BEEN DRIVEN 8 FEET INTO THE GROUND.  LOCATED 8.7
 OM1223'M (28.5 FT) EAST FROM CENTER OF COUNTY ROAD C, 2.7 M (8.9 FT) SOUTH
 OM1223'FROM POWERPOLE 8-10-12 AND 0.7 M (2.3 FT) WEST FROM A FIBERGLASS
 OM1223'WITNESS POST.
 OM1223'DANE COUNTY PART II, WI, 1988.
 OM1223'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1223'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1224 ***********************************************************************
 OM1224  DESIGNATION -  071
 OM1224  PID         -  OM1224
 OM1224  STATE/COUNTY-  WI/DANE
 OM1224  COUNTRY     -  US
 OM1224  USGS QUAD   -  SUN PRAIRIE (2018)
 OM1224
 OM1224                         *CURRENT SURVEY CONTROL
 OM1224  ______________________________________________________________________
 OM1224* NAD 83(1991) POSITION- 43 08 50.60034(N) 089 11 15.15062(W)   ADJUSTED
 OM1224* NAD 83(1991) ELLIP HT-   259.262 (meters)        (10/21/99)   ADJUSTED
 OM1224* NAVD 88 ORTHO HEIGHT -   293.8   (meters)      964.    (feet) VERTCON3
 OM1224  ______________________________________________________________________
 OM1224  GEOID HEIGHT    -        -34.619 (meters)                     GEOID18
 OM1224  NAD 83(1991) X  -     66,090.524 (meters)                     COMP
 OM1224  NAD 83(1991) Y  - -4,660,491.404 (meters)                     COMP
 OM1224  NAD 83(1991) Z  -  4,339,639.913 (meters)                     COMP
 OM1224  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 OM1224  HORZ ORDER      -  SECOND
 OM1224  ELLP ORDER      -  FOURTH    CLASS I
 OM1224
 OM1224.The horizontal coordinates were established by GPS observations
 OM1224.and adjusted by the National Geodetic Survey in November 1991.
 OM1224
 OM1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1224
 OM1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1224.GEOID18 height accuracy estimate available here.
 OM1224
 OM1224.Click photographs - Photos may exist for this station.
 OM1224
 OM1224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1224
 OM1224.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1224
 OM1224.The ellipsoidal height was determined by GPS observations
 OM1224.and is referenced to NAD 83.
 OM1224
 OM1224. The following values were computed from the NAD 83(1991) position.
 OM1224
 OM1224;                    North         East     Units Scale Factor Converg.
 OM1224;SPC WI S     -   127,785.687   666,085.198   MT  0.99994231   +0 33 29.7
 OM1224;SPC WI S     -   419,243.54  2,185,314.52   sFT  0.99994231   +0 33 29.7
 OM1224;UTM  16      - 4,779,505.128   322,120.979   MT  0.99998925   -1 29 47.0
 OM1224
 OM1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1224!SPC WI S     -   0.99995934  x   0.99994231  =   0.99990166
 OM1224!UTM  16      -   0.99995934  x   0.99998925  =   0.99994859
 OM1224
 OM1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2212079505(NAD 83)
 OM1224
 OM1224                          SUPERSEDED SURVEY CONTROL
 OM1224
 OM1224  NAD 83(1986)-  43 08 50.59155(N)    089 11 15.15477(W) AD(       ) 2
 OM1224  NAD 27      -  43 08 50.61053(N)    089 11 14.73998(W) AD(       ) 2
 OM1224  NGVD 29 (04/21/89)  293.9    (m)  RAPSU86  model used  GPS OBS        
 OM1224
 OM1224.Superseded values are not recommended for survey control.
 OM1224
 OM1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1224.See file dsdata.pdf to determine how the superseded data were derived.
 OM1224
 OM1224_MARKER: A = ALUMINUM MARKER
 OM1224_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OM1224+WITH SETTING: INFORMATION.
 OM1224_STAMPING: 071 1987
 OM1224_MARK LOGO: WI-025
 OM1224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1224+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM1224
 OM1224  HISTORY     - Date     Condition        Report By
 OM1224  HISTORY     - 1987     MONUMENTED       NGS
 OM1224
 OM1224                          STATION DESCRIPTION
 OM1224
 OM1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OM1224'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) SOUTHWEST OF DEANSVILLE,
 OM1224'3.6 KM (2.25 MI) SOUTHEAST OF SUN PRAIRIE AND ON ROAD RIGHT-OF-WAY.
 OM1224'OWNERSHIP--STATE OF WISCONSIN, CONTACT J. MICHAEL BLASKA, CHAIRMAN,
 OM1224'TOWN OF SUN PRAIRIE, 6066 BLASKA DRIVE, SUN PRAIRIE, WI 53590, PHONE
 OM1224'608-837-2652.
 OM1224'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND TOWN
 OM1224'HALL ROAD, ABOUT 3.2 KM (2.00 MI) EAST OF SUN PRAIRIE, GO SOUTH ON
 OM1224'TOWN HALL ROAD FOR 3.7 KM (2.30 MI) TO MARK ON THE RIGHT.
 OM1224'THE STATION IS A DRIVEABLE MONUMENT WITH AN ALUMINUM CAP STAMPED---071
 OM1224'1987---, SET INSIDE A 5-INCH PVC PIPE THAT PROJECTS 2 CM.  THE ROD IS
 OM1224'DRIVEN 8 FEET INTO THE GROUND.  LOCATED 24.7 M (81.0 FT) SORTHWEST
 OM1224'FROM POWERPOLE 8-11-22, 4.6 M (15.1 FT) EAST FROM A FIBERGLASS WITNESS
 OM1224'POST AND 1.6 M (5.2 FT) WEST FROM WEST EDGE OF ROAD.
 OM1224'DANE COUNTY PART II, WI, 1988.
 OM1224'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1224'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1225 ***********************************************************************
 OM1225  DESIGNATION -  072 A
 OM1225  PID         -  OM1225
 OM1225  STATE/COUNTY-  WI/DANE
 OM1225  COUNTRY     -  US
 OM1225  USGS QUAD   -  MARSHALL (2018)
 OM1225
 OM1225                         *CURRENT SURVEY CONTROL
 OM1225  ______________________________________________________________________
 OM1225* NAD 83(1991) POSITION- 43 10 52.94369(N) 089 05 37.99821(W)   ADJUSTED
 OM1225* NAD 83(1991) ELLIP HT-   228.228 (meters)        (10/21/99)   ADJUSTED
 OM1225* NAVD 88 ORTHO HEIGHT -   262.8   (meters)      862.    (feet) VERTCON3
 OM1225  ______________________________________________________________________
 OM1225  GEOID HEIGHT    -        -34.734 (meters)                     GEOID18
 OM1225  NAD 83(1991) X  -     73,667.086 (meters)                     COMP
 OM1225  NAD 83(1991) Y  - -4,657,771.935 (meters)                     COMP
 OM1225  NAD 83(1991) Z  -  4,342,372.626 (meters)                     COMP
 OM1225  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 OM1225  HORZ ORDER      -  SECOND
 OM1225  ELLP ORDER      -  FOURTH    CLASS I
 OM1225
 OM1225.The horizontal coordinates were established by GPS observations
 OM1225.and adjusted by the National Geodetic Survey in November 1991.
 OM1225
 OM1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1225
 OM1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1225.GEOID18 height accuracy estimate available here.
 OM1225
 OM1225.Click photographs - Photos may exist for this station.
 OM1225
 OM1225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1225
 OM1225.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1225
 OM1225.The ellipsoidal height was determined by GPS observations
 OM1225.and is referenced to NAD 83.
 OM1225
 OM1225. The following values were computed from the NAD 83(1991) position.
 OM1225
 OM1225;                    North         East     Units Scale Factor Converg.
 OM1225;SPC WI S     -   131,639.254   673,661.646   MT  0.99993987   +0 37 21.3
 OM1225;SPC WI S     -   431,886.45  2,210,171.58   sFT  0.99993987   +0 37 21.3
 OM1225;UTM  16      - 4,783,084.616   329,830.996   MT  0.99995623   -1 25 59.6
 OM1225
 OM1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1225!SPC WI S     -   0.99996421  x   0.99993987  =   0.99990408
 OM1225!UTM  16      -   0.99996421  x   0.99995623  =   0.99992044
 OM1225
 OM1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2983083084(NAD 83)
 OM1225
 OM1225                          SUPERSEDED SURVEY CONTROL
 OM1225
 OM1225  NAD 83(1986)-  43 10 52.93513(N)    089 05 38.00460(W) AD(       ) 2
 OM1225  NAD 27      -  43 10 52.95555(N)    089 05 37.58875(W) AD(       ) 2
 OM1225  NGVD 29 (04/21/89)  262.9    (m)  RAPSU86  model used  GPS OBS        
 OM1225
 OM1225.Superseded values are not recommended for survey control.
 OM1225
 OM1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1225.See file dsdata.pdf to determine how the superseded data were derived.
 OM1225
 OM1225_MARKER: DD = SURVEY DISK
 OM1225_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OM1225+WITH SETTING: INFORMATION.
 OM1225_STAMPING: 072A 1988
 OM1225_MARK LOGO: WI-025
 OM1225_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1225+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1225
 OM1225  HISTORY     - Date     Condition        Report By
 OM1225  HISTORY     - 1988     MONUMENTED       NGS
 OM1225
 OM1225                          STATION DESCRIPTION
 OM1225
 OM1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OM1225'THE STATION IS LOCATED ABOUT 0.9 KM (0.55 MI) EAST OF DEANSVILLE, 3.2
 OM1225'KM (2.00 MI) WEST-NORTHWEST OF MARSHALL, 11.3 KM (7.00 MI) EAST OF SUN
 OM1225'PRAIRIE AND ON ROAD RIGHT-OF-WAY.  OWNERSHIP--STATE OF WISCONSIN,
 OM1225'CONTACT PAUL G. RAPP, DEPARTMENT OF HIGHWAY AND TRANSPORTATION, COUNTY
 OM1225'OF DANE, 2302 FISH HATCHERY ROAD, MADISON, WI 53713, PHONE
 OM1225'608-266-4261.
 OM1225'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND COUNTY
 OM1225'ROAD TT, ABOUT 3.2 KM (2.00 MI) WEST OF MARSHALL, GO NORTH ON COUNTY
 OM1225'ROAD TT FOR 0.9 KM (0.55 MI) TO A STOP SIGN IN THE SMALL TOWN OF
 OM1225'DEANSVILLE.  TURN RIGHT AND CONTINUE EAST ON COUNTY ROAD TT FOR 0.9 KM
 OM1225'(0.55 MI) TO MARK ON THE RIGHT, JUST BEFORE ROUNDING CURVE TO LEFT AND
 OM1225'CROSSING RAILROAD TRACKS.
 OM1225'THE STATION IS A STANDARD WI-025 DISK STAMPED---072A 1988---, EPOXIED
 OM1225'TO THE TOP OF A STEEL ROD AND SURROUNDED BY CONCRETE.  LOCATED 5.5 M
 OM1225'(18.0 FT) EAST FROM SOUTH END OF CULVERT, 3.8 M (12.5 FT) NORTH FROM A
 OM1225'FIBERGLASS WITNESS POST AND 3.7 M (12.1 FT) SOUTH FROM SOUTH EDGE OF
 OM1225'COUNTY ROAD TT.
 OM1225'DANE COUNTY PART II, WI, 1988.
 OM1225'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1225'DESCRIBED BY L.J. COWSERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1226 ***********************************************************************
 OM1226  DESIGNATION -  073
 OM1226  PID         -  OM1226
 OM1226  STATE/COUNTY-  WI/DANE
 OM1226  COUNTRY     -  US
 OM1226  USGS QUAD   -  MARSHALL (2018)
 OM1226
 OM1226                         *CURRENT SURVEY CONTROL
 OM1226  ______________________________________________________________________
 OM1226* NAD 83(1991) POSITION- 43 12 44.19688(N) 089 00 31.51780(W)   ADJUSTED
 OM1226* NAD 83(1991) ELLIP HT-   244.005 (meters)        (10/21/99)   ADJUSTED
 OM1226* NAVD 88 ORTHO HEIGHT -   278.7   (meters)      914.    (feet) VERTCON3
 OM1226  ______________________________________________________________________
 OM1226  GEOID HEIGHT    -        -34.805 (meters)                     GEOID18
 OM1226  NAD 83(1991) X  -     80,547.335 (meters)                     COMP
 OM1226  NAD 83(1991) Y  - -4,655,318.988 (meters)                     COMP
 OM1226  NAD 83(1991) Z  -  4,344,886.410 (meters)                     COMP
 OM1226  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 OM1226  HORZ ORDER      -  SECOND
 OM1226  ELLP ORDER      -  FOURTH    CLASS I
 OM1226
 OM1226.The horizontal coordinates were established by GPS observations
 OM1226.and adjusted by the National Geodetic Survey in November 1991.
 OM1226
 OM1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1226
 OM1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1226.GEOID18 height accuracy estimate available here.
 OM1226
 OM1226.Click photographs - Photos may exist for this station.
 OM1226
 OM1226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1226
 OM1226.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1226
 OM1226.The ellipsoidal height was determined by GPS observations
 OM1226.and is referenced to NAD 83.
 OM1226
 OM1226. The following values were computed from the NAD 83(1991) position.
 OM1226
 OM1226;                    North         East     Units Scale Factor Converg.
 OM1226;SPC WI S     -   135,150.830   680,541.383   MT  0.99993796   +0 40 51.9
 OM1226;SPC WI S     -   443,407.35  2,232,742.85   sFT  0.99993796   +0 40 51.9
 OM1226;UTM  16      - 4,786,347.084   336,832.324   MT  0.99992752   -1 22 32.5
 OM1226
 OM1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1226!SPC WI S     -   0.99996174  x   0.99993796  =   0.99989970
 OM1226!UTM  16      -   0.99996174  x   0.99992752  =   0.99988926
 OM1226
 OM1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3683286347(NAD 83)
 OM1226
 OM1226                          SUPERSEDED SURVEY CONTROL
 OM1226
 OM1226  NAD 83(1986)-  43 12 44.18812(N)    089 00 31.52308(W) AD(       ) 2
 OM1226  NAD 27      -  43 12 44.21092(N)    089 00 31.10941(W) AD(       ) 2
 OM1226  NGVD 29 (04/21/89)  278.7    (m)  RAPSU86  model used  GPS OBS        
 OM1226
 OM1226.Superseded values are not recommended for survey control.
 OM1226
 OM1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1226.See file dsdata.pdf to determine how the superseded data were derived.
 OM1226
 OM1226_MARKER: A = ALUMINUM MARKER
 OM1226_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM1226_SP_SET: SURROUNDED BY MASS OF CONCRETE
 OM1226_MARK LOGO: WI-025
 OM1226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1226+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1226
 OM1226  HISTORY     - Date     Condition        Report By
 OM1226  HISTORY     - 1988     MONUMENTED       NGS
 OM1226
 OM1226                          STATION DESCRIPTION
 OM1226
 OM1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OM1226'THE STATION IS APPROXIMATELY 6.0 KM (3.75 MI) NORTHEAST OF MARSHALL,
 OM1226'5.5 KM (3.40 MI) SOUTHEAST OF YORK CENTER, AND ON THE DANE-DODGE
 OM1226'COUNTY LINE.  OWNERSHIP--STATE OF WISCONSIN, CONTACT PAUL G. RAPP,
 OM1226'DEPARTMENT HEAD, DEPARTMENT OF HIGHWAY AND TRANSPORTATION, COUNTY OF
 OM1226'DANE, 2302 FISH HATCHERY ROAD, MADISON, WI 53713, PHONE 608-266-4261.
 OM1226'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND STATE
 OM1226'HIGHWAY 73 NORTH, GO NORTH ON STATE HIGHWAY 73 NORTH FOR 5.8 KM
 OM1226'(3.60 MI) TO THE JUNCTION OF COUNTY ROAD TV.  TURN RIGHT AND GO EAST
 OM1226'FOR 3.2 KM (2.00 MI) ON COUNTY ROAD TV TO THE JUNCTION OF STATE
 OM1226'HIGHWAY 89 AND THE STATION IN THE MIDDLE OF THE INTERSECTION.
 OM1226'THE STATION IS A DANE COUNTY CAST ALUMINUM MONUMENT WITH NO STAMPING
 OM1226'AND SURROUNDED BY CONCRETE.  LOCATED 11.1 M (36.4 FT) SOUTHEAST OF THE
 OM1226'SOUTH END OF WEST HEADWALL OF CULVERT UNDER STATE HIGHWAY 89, 10.5 M
 OM1226'(34.4 FT) NORTHEAST OF STOP SIGN ON COUNTY ROAD TV, 5.3 M (17.4 FT)
 OM1226'NORTH OF SOUTH EDGE OF PAVEMENT AND 2 CM BELOW ROAD SURFACE.
 OM1226'DANE COUNTY PART II, WI, 1988.
 OM1226'THIS STATION IS NOT VERY SUITABLE FOR GPS SURVEYS BECAUSE OF LOCATION
 OM1226'IN ROADWAY.
 OM1226'DESCRIBED BY W.C. GUNN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1227 ***********************************************************************
 OM1227  DESIGNATION -  074
 OM1227  PID         -  OM1227
 OM1227  STATE/COUNTY-  WI/DANE
 OM1227  COUNTRY     -  US
 OM1227  USGS QUAD   -  MARSHALL (2018)
 OM1227
 OM1227                         *CURRENT SURVEY CONTROL
 OM1227  ______________________________________________________________________
 OM1227* NAD 83(1991) POSITION- 43 10 06.56457(N) 089 01 46.32824(W)   ADJUSTED
 OM1227* NAD 83(1991) ELLIP HT-   229.129 (meters)        (10/21/99)   ADJUSTED
 OM1227* NAVD 88 ORTHO HEIGHT -   263.7   (meters)      865.    (feet) VERTCON3
 OM1227  ______________________________________________________________________
 OM1227  GEOID HEIGHT    -        -34.711 (meters)                     GEOID18
 OM1227  NAD 83(1991) X  -     78,915.096 (meters)                     COMP
 OM1227  NAD 83(1991) Y  - -4,658,666.117 (meters)                     COMP
 OM1227  NAD 83(1991) Z  -  4,341,329.431 (meters)                     COMP
 OM1227  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 OM1227  HORZ ORDER      -  SECOND
 OM1227  ELLP ORDER      -  FOURTH    CLASS I
 OM1227
 OM1227.The horizontal coordinates were established by GPS observations
 OM1227.and adjusted by the National Geodetic Survey in November 1991.
 OM1227
 OM1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1227
 OM1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1227.GEOID18 height accuracy estimate available here.
 OM1227
 OM1227.Click photographs - Photos may exist for this station.
 OM1227
 OM1227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1227
 OM1227.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1227
 OM1227.The ellipsoidal height was determined by GPS observations
 OM1227.and is referenced to NAD 83.
 OM1227
 OM1227. The following values were computed from the NAD 83(1991) position.
 OM1227
 OM1227;                    North         East     Units Scale Factor Converg.
 OM1227;SPC WI S     -   130,267.041   678,909.582   MT  0.99994076   +0 40 00.5
 OM1227;SPC WI S     -   427,384.45  2,227,389.19   sFT  0.99994076   +0 40 00.5
 OM1227;UTM  16      - 4,781,525.028   335,026.358   MT  0.99993481   -1 23 19.7
 OM1227
 OM1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1227!SPC WI S     -   0.99996407  x   0.99994076  =   0.99990483
 OM1227!UTM  16      -   0.99996407  x   0.99993481  =   0.99989888
 OM1227
 OM1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3502681525(NAD 83)
 OM1227
 OM1227                          SUPERSEDED SURVEY CONTROL
 OM1227
 OM1227  NAD 83(1986)-  43 10 06.55583(N)    089 01 46.33350(W) AD(       ) 2
 OM1227  NAD 27      -  43 10 06.57336(N)    089 01 45.92045(W) AD(       ) 2
 OM1227  NGVD 29 (04/21/89)  263.7    (m)  RAPSU86  model used  GPS OBS        
 OM1227
 OM1227.Superseded values are not recommended for survey control.
 OM1227
 OM1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1227.See file dsdata.pdf to determine how the superseded data were derived.
 OM1227
 OM1227_MARKER: A = ALUMINUM MARKER
 OM1227_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM1227_SP_SET: SURROUNDED BY MASS OF CONCRETE
 OM1227_MARK LOGO: WI-025
 OM1227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1227+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1227
 OM1227  HISTORY     - Date     Condition        Report By
 OM1227  HISTORY     - 1988     MONUMENTED       NGS
 OM1227
 OM1227                          STATION DESCRIPTION
 OM1227
 OM1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OM1227'THE STATION IS LOCATED APPROXIMATELY 3.2 KM (2.00 MI) EAST OF
 OM1227'MARSHALL, 1.6 KM (1.00 MI) WEST OF DANE-DODGE COUNTY LINE, 0.4 KM
 OM1227'(0.25 MI) NORTH OF STATE HIGHWAY 19 AND IN CENTER OF ROAD.
 OM1227'OWNERSHIP--STATE OF WISCONSIN, CONTACT DARRELL LANGER JR., CHAIRMAN,
 OM1227'TOWN OF MEDINA, 1196 HIGHWAY T, MARSHALL, WI 53559, PHONE
 OM1227'608-655-3056.
 OM1227'TO REACH STATION FROM THE POST OFFICE IN MARSHALL, GO EAST ON STATE
 OM1227'HIGHWAY 19 FOR 3.1 KM (1.95 MI) TO A CROSS ROAD.  TURN LEFT AND GO
 OM1227'NORTH ON CHERRY LANE FOR 0.4 KM (0.25 MI) TO MARK IN CENTER OF ROAD.
 OM1227'THE STATION IS A DANE COUNTY CAST ALUMINUM MONUMENT WITH NO STAMPING
 OM1227'AND SURROUNDED BY CONCRETE.  LOCATED 13.3 M (43.6 FT) SOUTHWEST FROM
 OM1227'POWERPOLE 40-5, 3.4 M (11.2 FT) WEST FROM EAST EDGE OF ROAD, 3.3 M
 OM1227'(10.8 FT) EAST FROM WEST EDGE OF ROAD AND FLUSH WITH ROAD SURFACE.
 OM1227'DANE COUNTY PART II, WI, 1988.
 OM1227'THIS STATION IS NOT VERY SUITABLE FOR GPS SURVEYS BECAUSE OF LOCATION
 OM1227'OF MARK IN ROADWAY.
 OM1227'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1228 ***********************************************************************
 OM1228  DESIGNATION -  075
 OM1228  PID         -  OM1228
 OM1228  STATE/COUNTY-  WI/DANE
 OM1228  COUNTRY     -  US
 OM1228  USGS QUAD   -  DEERFIELD (2018)
 OM1228
 OM1228                         *CURRENT SURVEY CONTROL
 OM1228  ______________________________________________________________________
 OM1228* NAD 83(1991) POSITION- 43 07 29.62225(N) 089 01 52.46278(W)   ADJUSTED
 OM1228* NAD 83(1991) ELLIP HT-   229.667 (meters)        (10/21/99)   ADJUSTED
 OM1228* NAVD 88 ORTHO HEIGHT -   264.2   (meters)      867.    (feet) VERTCON3
 OM1228  ______________________________________________________________________
 OM1228  GEOID HEIGHT    -        -34.609 (meters)                     GEOID18
 OM1228  NAD 83(1991) X  -     78,832.549 (meters)                     COMP
 OM1228  NAD 83(1991) Y  - -4,661,980.628 (meters)                     COMP
 OM1228  NAD 83(1991) Z  -  4,337,796.032 (meters)                     COMP
 OM1228  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 OM1228  HORZ ORDER      -  SECOND
 OM1228  ELLP ORDER      -  FOURTH    CLASS I
 OM1228
 OM1228.The horizontal coordinates were established by GPS observations
 OM1228.and adjusted by the National Geodetic Survey in November 1991.
 OM1228
 OM1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1228
 OM1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1228.GEOID18 height accuracy estimate available here.
 OM1228
 OM1228.Click photographs - Photos may exist for this station.
 OM1228
 OM1228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1228
 OM1228.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1228
 OM1228.The ellipsoidal height was determined by GPS observations
 OM1228.and is referenced to NAD 83.
 OM1228
 OM1228. The following values were computed from the NAD 83(1991) position.
 OM1228
 OM1228;                    North         East     Units Scale Factor Converg.
 OM1228;SPC WI S     -   125,422.813   678,827.293   MT  0.99994412   +0 39 56.3
 OM1228;SPC WI S     -   411,491.35  2,227,119.21   sFT  0.99994412   +0 39 56.3
 OM1228;UTM  16      - 4,776,686.901   334,770.411   MT  0.99993585   -1 23 19.9
 OM1228
 OM1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1228!SPC WI S     -   0.99996398  x   0.99994412  =   0.99990811
 OM1228!UTM  16      -   0.99996398  x   0.99993585  =   0.99989984
 OM1228
 OM1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3477076686(NAD 83)
 OM1228
 OM1228                          SUPERSEDED SURVEY CONTROL
 OM1228
 OM1228  NAD 83(1986)-  43 07 29.61352(N)    089 01 52.46803(W) AD(       ) 2
 OM1228  NAD 27      -  43 07 29.62571(N)    089 01 52.05622(W) AD(       ) 2
 OM1228  NGVD 29 (04/21/89)  264.2    (m)  RAPSU86  model used  GPS OBS        
 OM1228
 OM1228.Superseded values are not recommended for survey control.
 OM1228
 OM1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1228.See file dsdata.pdf to determine how the superseded data were derived.
 OM1228
 OM1228_MARKER: A = ALUMINUM MARKER
 OM1228_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OM1228+WITH SETTING: INFORMATION.
 OM1228_STAMPING: 075 1987
 OM1228_MARK LOGO: WI-025
 OM1228_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1228+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 OM1228
 OM1228  HISTORY     - Date     Condition        Report By
 OM1228  HISTORY     - 1987     MONUMENTED       NGS
 OM1228  HISTORY     - 20040424 GOOD             JCLS
 OM1228
 OM1228                          STATION DESCRIPTION
 OM1228
 OM1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OM1228'THE STATION IS ABOUT 5.3 KM (3.30 MI) SOUTHEAST OF MARSHALL, 1.5 KM
 OM1228'(0.95 MI) WEST OF THE DANE-JEFFERSON COUNTY LINE AND 1.5 KM (0.95 MI)
 OM1228'NORTH OF INTERSTATE HIGHWAY 94.  OWNERSHIP--STATE OF WISCONSIN,
 OM1228'CONTACT DARRELL LANGER, JR., CHAIRMAN, TOWN OF MEDINA, 1196 HIGHWAY T,
 OM1228'MARSHALL, WI 53559, PHONE 608-655-3056.
 OM1228'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 73 NORTH AND
 OM1228'19 IN MARSHALL, GO EAST ON STATE HIGHWAY 19 FOR 0.5 KM (0.30 MI) TO
 OM1228'BOX ELDER ROAD.  TURN RIGHT AND GO SOUTHEAST ON BOX ELDER ROAD FOR 1.9
 OM1228'KM (1.20 MI) TO TOWERLINE ROAD.  TURN RIGHT AND GO SOUTH FOR 3.2 KM
 OM1228'(2.00 MI) TO EAST MEDINA ROAD.  TURN LEFT AND GO EAST FOR 0.8 KM
 OM1228'(0.50 MI) TO A FIELD ON THE RIGHT AND WITNESS POST ON THE LEFT AND
 OM1228'STATION IN CENTER OF ROAD.
 OM1228'THE STATION IS A STANDARD WI-025 DISK STAMPED---075 1987---, EPOXIED
 OM1228'TO THE TOP OF A STEEL ROD AND SURROUNDED BY CONCRETE.  LOCATED 13.5 M
 OM1228'(44.3 FT) NORTHEAST FROM A FENCE CORNER POST, 7.3 M (24.0 FT)
 OM1228'NORTHWEST FROM THE EAST END OF A CULVERT UNDER FIELD ROAD AND 7.3 M
 OM1228'(24.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 OM1228'DANE COUNTY PART II, WI, 1988.
 OM1228'THIS STATION IS NOT VERY SUITABLE FOR GPS SURVEYS BECAUSE OF LOCATION
 OM1228'OF MARK IN ROADWAY.
 OM1228'DESCRIBED BY D.L. ADAMS.
 OM1228
 OM1228                          STATION RECOVERY (2004)
 OM1228
 OM1228'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OM1228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1229 ***********************************************************************
 OM1229  DESIGNATION -  076
 OM1229  PID         -  OM1229
 OM1229  STATE/COUNTY-  WI/DANE
 OM1229  COUNTRY     -  US
 OM1229  USGS QUAD   -  DEERFIELD (2018)
 OM1229
 OM1229                         *CURRENT SURVEY CONTROL
 OM1229  ______________________________________________________________________
 OM1229* NAD 83(1991) POSITION- 43 04 47.81043(N) 089 06 38.53789(W)   ADJUSTED
 OM1229* NAD 83(1991) ELLIP HT-   235.474 (meters)        (10/21/99)   ADJUSTED
 OM1229* NAVD 88 ORTHO HEIGHT -   269.9   (meters)      885.    (feet) VERTCON3
 OM1229  ______________________________________________________________________
 OM1229  GEOID HEIGHT    -        -34.498 (meters)                     GEOID18
 OM1229  NAD 83(1991) X  -     72,419.653 (meters)                     COMP
 OM1229  NAD 83(1991) Y  - -4,665,501.484 (meters)                     COMP
 OM1229  NAD 83(1991) Z  -  4,334,153.978 (meters)                     COMP
 OM1229  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 OM1229  HORZ ORDER      -  SECOND
 OM1229  ELLP ORDER      -  FOURTH    CLASS I
 OM1229
 OM1229.The horizontal coordinates were established by GPS observations
 OM1229.and adjusted by the National Geodetic Survey in November 1991.
 OM1229
 OM1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1229
 OM1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1229.GEOID18 height accuracy estimate available here.
 OM1229
 OM1229.Click photographs - Photos may exist for this station.
 OM1229
 OM1229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1229
 OM1229.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1229
 OM1229.The ellipsoidal height was determined by GPS observations
 OM1229.and is referenced to NAD 83.
 OM1229
 OM1229. The following values were computed from the NAD 83(1991) position.
 OM1229
 OM1229;                    North         East     Units Scale Factor Converg.
 OM1229;SPC WI S     -   120,357.872   672,414.767   MT  0.99994819   +0 36 39.7
 OM1229;SPC WI S     -   394,874.12  2,206,080.78   sFT  0.99994819   +0 36 39.7
 OM1229;UTM  16      - 4,771,855.005   328,180.467   MT  0.99996318   -1 26 31.2
 OM1229
 OM1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1229!SPC WI S     -   0.99996307  x   0.99994819  =   0.99991127
 OM1229!UTM  16      -   0.99996307  x   0.99996318  =   0.99992626
 OM1229
 OM1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2818071855(NAD 83)
 OM1229
 OM1229                          SUPERSEDED SURVEY CONTROL
 OM1229
 OM1229  NAD 83(1986)-  43 04 47.80216(N)    089 06 38.54419(W) AD(       ) 2
 OM1229  NAD 27      -  43 04 47.80880(N)    089 06 38.12905(W) AD(       ) 2
 OM1229  NGVD 29 (04/21/89)  269.9    (m)  RAPSU86  model used  GPS OBS        
 OM1229
 OM1229.Superseded values are not recommended for survey control.
 OM1229
 OM1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1229.See file dsdata.pdf to determine how the superseded data were derived.
 OM1229
 OM1229_MARKER: A = ALUMINUM MARKER
 OM1229_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OM1229_SP_SET: PAVEMENT
 OM1229_STAMPING: 076 1987
 OM1229_MARK LOGO: WI-025
 OM1229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1229+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1229
 OM1229  HISTORY     - Date     Condition        Report By
 OM1229  HISTORY     - 1988     MONUMENTED       NGS
 OM1229
 OM1229                          STATION DESCRIPTION
 OM1229
 OM1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OM1229'THE STATION IS LOCATED APPROXIMATELY 6.4 KM (4.00 MI) EAST OF COTTAGE
 OM1229'GROVE, 4.4 KM (2.75 MI) NORTHWEST OF DEERFIELD, 3.2 KM (2.00 MI) SOUTH
 OM1229'OF INTERSTATE 94 AND IN THE CENTER OF THE ROAD.  OWNERSHIP--STATE OF
 OM1229'WISCONSIN, CONTACT FREDERICK NELSON, CHAIRMAN, TOWN OF DEERFIELD, 1013
 OM1229'HIGHWAY BB, DEERFIELD, WI 53531, PHONE 608-764-5824.
 OM1229'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 94 AND STATE
 OM1229'HIGHWAY 73, APPROXIMATELY 6.4 KM (4.00 MI) NORTH OF DEERFIELD, GO
 OM1229'SOUTH ON STATE HIGHWAY 73 FOR 3.1 KM (1.95 MI) TO COUNTY ROAD BB.
 OM1229'TURN RIGHT AND GO WEST ON COUNTY ROAD BB FOR 3.0 KM (1.85 MI) TO SMITH
 OM1229'DRIVE ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI) TO
 OM1229'THE MARK IN THE CENTER OF THE ROAD.
 OM1229'THE STATION IS A DANE COUNTY CAST ALUMINUM MONUMENT WITH MAGNETS WITH
 OM1229'NO STAMPING AND IN THE CENTER OF SMITH DRIVE.  THE STATION IS LOCATED
 OM1229'22.5 M (73.8 FT) NORTH NORTHWEST FROM POWERPOLE 37-9629 WITH HIGH
 OM1229'VOLTAGE SIGN ATTACHED, 5.3 M (17.4 FT) WEST FROM WITNESS POST AND 3.2
 OM1229'M (10.5 FT) EAST FROM THE WEST EDGE OF SMITH DRIVE.  THE STATION IS
 OM1229'FLUSH WITH THE ROAD SURFACE.
 OM1229'DANE COUNTY PART II, WI, 1988.
 OM1229'THIS STATION IS NOT VERY SUITABLE FOR GPS SURVEYS BECAUSE OF LOCATION
 OM1229'OF MARK IN ROADWAY.
 OM1229'DESCRIBED BY D.A. BOWLING
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1230 ***********************************************************************
 OM1230  DESIGNATION -  078
 OM1230  PID         -  OM1230
 OM1230  STATE/COUNTY-  WI/DANE
 OM1230  COUNTRY     -  US
 OM1230  USGS QUAD   -  COTTAGE GROVE (2018)
 OM1230
 OM1230                         *CURRENT SURVEY CONTROL
 OM1230  ______________________________________________________________________
 OM1230* NAD 83(1991) POSITION- 43 03 54.27117(N) 089 11 23.16913(W)   ADJUSTED
 OM1230* NAD 83(1991) ELLIP HT-   233.271 (meters)        (10/21/99)   ADJUSTED
 OM1230* NAVD 88 ORTHO HEIGHT -   267.7   (meters)      878.    (feet) VERTCON3
 OM1230  ______________________________________________________________________
 OM1230  GEOID HEIGHT    -        -34.455 (meters)                     GEOID18
 OM1230  NAD 83(1991) X  -     65,997.449 (meters)                     COMP
 OM1230  NAD 83(1991) Y  - -4,666,723.618 (meters)                     COMP
 OM1230  NAD 83(1991) Z  -  4,332,945.518 (meters)                     COMP
 OM1230  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 OM1230  HORZ ORDER      -  SECOND
 OM1230  ELLP ORDER      -  FOURTH    CLASS I
 OM1230
 OM1230.The horizontal coordinates were established by GPS observations
 OM1230.and adjusted by the National Geodetic Survey in November 1991.
 OM1230
 OM1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1230
 OM1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1230.GEOID18 height accuracy estimate available here.
 OM1230
 OM1230.Click photographs - Photos may exist for this station.
 OM1230
 OM1230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1230
 OM1230.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1230
 OM1230.The ellipsoidal height was determined by GPS observations
 OM1230.and is referenced to NAD 83.
 OM1230
 OM1230. The following values were computed from the NAD 83(1991) position.
 OM1230
 OM1230;                    North         East     Units Scale Factor Converg.
 OM1230;SPC WI S     -   118,640.232   665,992.878   MT  0.99994967   +0 33 24.2
 OM1230;SPC WI S     -   389,238.83  2,185,011.63   sFT  0.99994967   +0 33 24.2
 OM1230;UTM  16      - 4,770,368.448   321,700.994   MT  0.99999110   -1 29 44.3
 OM1230
 OM1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1230!SPC WI S     -   0.99996342  x   0.99994967  =   0.99991309
 OM1230!UTM  16      -   0.99996342  x   0.99999110  =   0.99995452
 OM1230
 OM1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2170070368(NAD 83)
 OM1230
 OM1230                          SUPERSEDED SURVEY CONTROL
 OM1230
 OM1230  NAD 83(1986)-  43 03 54.26245(N)    089 11 23.17242(W) AD(       ) 2
 OM1230  NAD 27      -  43 03 54.27376(N)    089 11 22.74268(W) AD(       ) 2
 OM1230  NGVD 29 (04/21/89)  267.6    (m)  RAPSU86  model used  GPS OBS        
 OM1230
 OM1230.Superseded values are not recommended for survey control.
 OM1230
 OM1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1230.See file dsdata.pdf to determine how the superseded data were derived.
 OM1230
 OM1230_MARKER: A = ALUMINUM MARKER
 OM1230_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OM1230+WITH SETTING: INFORMATION.
 OM1230_STAMPING: 078 1987
 OM1230_MARK LOGO: WI-025
 OM1230_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1230+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM1230
 OM1230  HISTORY     - Date     Condition        Report By
 OM1230  HISTORY     - 1987     MONUMENTED       NGS
 OM1230
 OM1230                          STATION DESCRIPTION
 OM1230
 OM1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OM1230'THE STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) WEST OF DEERFIELD, 7.0
 OM1230'KM (4.35 MI) EAST OF INTERSTATE HIGHWAY 90 AND 2.0 KM (1.25 MI)
 OM1230'SOUTH-SOUTHEAST OF COTTAGE GROVE.  OWNERSHIP--STATE OF WISCONSIN,
 OM1230'CONTACT EUGENE SKAAR, CHAIRMAN, TOWN OF COTTAGE GROVE, 2376 COUNTY
 OM1230'ROAD MN, COTTAGE GROVE, WI 53527, PHONE 608-839-4300.
 OM1230'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS BB AND N, AT
 OM1230'THE NORTH EDGE OF COTTAGE GROVE, GO SOUTH ON COUNTY ROAD N FOR 2.4 KM
 OM1230'(1.50 MI) TO NORA ROAD ON THE LEFT.  TURN LEFT AND GO EAST FOR 0.8 KM
 OM1230'(0.50 MI) TO A TRIANGULAR INTERSECTION OF UPHOFF ROAD AND THE STATION
 OM1230'IN CENTER OF TRIANGLE FORMED BY INTERSECTION.
 OM1230'THE STATION IS A STANDARD WI-025 DISK STAMPED---078 1987---, EPOXIED
 OM1230'TO THE TOP OF A STEEL ROD AND SURROUNDED BY CONCRETE.  LOCATED 9.7 M
 OM1230'(31.8 FT) EAST FROM A POWERPOLE, 7.2 M (23.6 FT) SOUTH FROM CENTER OF
 OM1230'UPHOFF ROAD AND 0.5 M (1.6 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 OM1230'DANE COUNTY PART II, WI, 1988.
 OM1230'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1230'DESCRIBED BY W.C. GUNN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1231 ***********************************************************************
 OM1231  DESIGNATION -  079
 OM1231  PID         -  OM1231
 OM1231  STATE/COUNTY-  WI/DANE
 OM1231  COUNTRY     -  US
 OM1231  USGS QUAD   -  DEERFIELD (2018)
 OM1231
 OM1231                         *CURRENT SURVEY CONTROL
 OM1231  ______________________________________________________________________
 OM1231* NAD 83(1991) POSITION- 43 00 26.27086(N) 089 03 07.34784(W)   ADJUSTED
 OM1231* NAD 83(1991) ELLIP HT-   240.154 (meters)        (10/21/99)   ADJUSTED
 OM1231* NAVD 88 ORTHO HEIGHT -   274.5   (meters)      901.    (feet) VERTCON3
 OM1231  ______________________________________________________________________
 OM1231  GEOID HEIGHT    -        -34.370 (meters)                     GEOID18
 OM1231  NAD 83(1991) X  -     77,287.720 (meters)                     COMP
 OM1231  NAD 83(1991) Y  - -4,670,936.618 (meters)                     COMP
 OM1231  NAD 83(1991) Z  -  4,328,258.436 (meters)                     COMP
 OM1231  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 OM1231  HORZ ORDER      -  SECOND
 OM1231  ELLP ORDER      -  FOURTH    CLASS I
 OM1231
 OM1231.The horizontal coordinates were established by GPS observations
 OM1231.and adjusted by the National Geodetic Survey in November 1991.
 OM1231
 OM1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1231
 OM1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1231.GEOID18 height accuracy estimate available here.
 OM1231
 OM1231.Click photographs - Photos may exist for this station.
 OM1231
 OM1231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1231
 OM1231.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1231
 OM1231.The ellipsoidal height was determined by GPS observations
 OM1231.and is referenced to NAD 83.
 OM1231
 OM1231. The following values were computed from the NAD 83(1991) position.
 OM1231
 OM1231;                    North         East     Units Scale Factor Converg.
 OM1231;SPC WI S     -   112,340.470   677,283.279   MT  0.99995605   +0 39 04.8
 OM1231;SPC WI S     -   368,570.36  2,222,053.56   sFT  0.99995605   +0 39 04.8
 OM1231;UTM  16      - 4,763,668.392   332,758.764   MT  0.99994409   -1 24 00.0
 OM1231
 OM1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1231!SPC WI S     -   0.99996234  x   0.99995605  =   0.99991839
 OM1231!UTM  16      -   0.99996234  x   0.99994409  =   0.99990643
 OM1231
 OM1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3275863668(NAD 83)
 OM1231
 OM1231                          SUPERSEDED SURVEY CONTROL
 OM1231
 OM1231  NAD 83(1986)-  43 00 26.26199(N)    089 03 07.35305(W) AD(       ) 2
 OM1231  NAD 27      -  43 00 26.25928(N)    089 03 06.94397(W) AD(       ) 2
 OM1231  NGVD 29 (04/21/89)  274.5    (m)  RAPSU86  model used  GPS OBS        
 OM1231
 OM1231.Superseded values are not recommended for survey control.
 OM1231
 OM1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1231.See file dsdata.pdf to determine how the superseded data were derived.
 OM1231
 OM1231_MARKER: A = ALUMINUM MARKER
 OM1231_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM1231_SP_SET: SURROUNDED BY MASS OF CONCRETE
 OM1231_MARK LOGO: WI-025
 OM1231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1231+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1231
 OM1231  HISTORY     - Date     Condition        Report By
 OM1231  HISTORY     - 1988     MONUMENTED       NGS
 OM1231
 OM1231                          STATION DESCRIPTION
 OM1231
 OM1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OM1231'THE STATION IS LOCATED ABOUT 5.6 KM (3.50 MI) SOUTH-SOUTHEAST OF
 OM1231'DEERFIELD, 3.6 KM (2.25 MI) NORTH-NORTHWEST OF ROCKDALE, 1.6 KM
 OM1231'(1.00 MI) NORTHWEST OF CAMBRIDGE AND IN CENTER OF ROAD.
 OM1231'OWNERSHIP--STATE OF WISCONSIN, CONTACT, STANLEY H. LEIN, CHAIRMAN,
 OM1231'TOWN OF CHRISTIANA, 372 KOSHKONONG ROAD, CAMBRIDGE, WI 53523, PHONE
 OM1231'608-423-4014.
 OM1231'TO REACH THE STATION FROM THE VILLAGE HALL IN DEERFIELD, GO SOUTH ON
 OM1231'STATE HIGHWAY 73 FOR 2.7 KM (1.70 MI) TO A STOP SIGN.  TURN LEFT AND
 OM1231'GO EASTERLY ON STATE HIGHWAY 73 AND U.S. HIGHWAYS 12 AND 18 FOR 0.9 KM
 OM1231'(0.55 MI) TO WHERE STATE HIGHWAY 73 TURNS BACK TO THE SOUTH.  TURN
 OM1231'RIGHT AND FOLLOW STATE HIGHWAY 73  FOR 2.5 KM (1.55 MI) TO COUNTY ROAD
 OM1231'PQ ON THE LEFT.  TURN LEFT AND GO EAST ON COUNTY ROAD PQ FOR 1.7 KM
 OM1231'(1.05 MI) TO CLEAR VIEW ROAD.  TURN LEFT AND GO NORTH FOR 0.9 KM
 OM1231'(0.55 MI) TO STATION IS CENTER OF ROAD.
 OM1231'THE STATION IS A DANE COUNTY CAST ALUMINUM MONUMENT WITH NO STAMPING
 OM1231'AND SURROUNDED BY CONCRETE.  LOCATED 22.1 M (72.5 FT) SOUTH-SOSUTHWEST
 OM1231'FROM POWERPOLE 6-12-11 WITH HIGH VOLTAGE SIGN ATTACHED, 8.2 M
 OM1231'(26.9 FT) WEST FROM A FIBERGLASS WITNESS POST, 3.4 M (11.2 FT) EAST
 OM1231'FROM WEST EDGE OF ROAD AND 5 CM BELOW SURFACE OF ROADWAY.
 OM1231'DANE COUNTY PART II, WI, 1988.
 OM1231'THIS STATION IS NOT VERY SUITABLE FOR GPS SURVEYS BECAUSE OF LOCATION
 OM1231'OF MARK IN ROADWAY.
 OM1231'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5403 ***********************************************************************
 DH5403  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5403  DESIGNATION -  08 152W
 DH5403  PID         -  DH5403
 DH5403  STATE/COUNTY-  WI/MONROE
 DH5403  COUNTRY     -  US
 DH5403  USGS QUAD   -  SAINT MARYS (2018)
 DH5403
 DH5403                         *CURRENT SURVEY CONTROL
 DH5403  ______________________________________________________________________
 DH5403* NAD 83(2011) POSITION- 43 47 09.32424(N) 090 38 28.45024(W)   ADJUSTED
 DH5403* NAD 83(2011) ELLIP HT-   379.692 (meters)        (06/27/12)   ADJUSTED
 DH5403* NAD 83(2011) EPOCH   -  2010.00
 DH5403* NAVD 88 ORTHO HEIGHT -   413.22  (meters)     1355.7   (feet) GPS OBS
 DH5403  ______________________________________________________________________
 DH5403  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5403  GEOID HEIGHT    -        -33.530 (meters)                     GEOID12A
 DH5403  GEOID HEIGHT    -        -33.530 (meters)                     GEOID18
 DH5403  NAD 83(2011) X  -    -51,617.667 (meters)                     COMP
 DH5403  NAD 83(2011) Y  - -4,611,952.818 (meters)                     COMP
 DH5403  NAD 83(2011) Z  -  4,391,213.241 (meters)                     COMP
 DH5403  LAPLACE CORR    -         -6.52  (seconds)                    DEFLEC18
 DH5403
 DH5403  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5403  Standards:
 DH5403         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5403            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5403  -------------------------------------------------------------------
 DH5403  NETWORK    0.20   0.31           0.09   0.07   0.16      0.10488801
 DH5403  -------------------------------------------------------------------
 DH5403  Click here for local accuracies and other accuracy information.
 DH5403
 DH5403.The horizontal coordinates were established by GPS observations
 DH5403.and adjusted by the National Geodetic Survey in June 2012.
 DH5403
 DH5403.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5403.been affixed to the stable North American tectonic plate. See 
 DH5403.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5403
 DH5403.The horizontal coordinates are valid at the epoch date displayed above
 DH5403.which is a decimal equivalence of Year/Month/Day.
 DH5403
 DH5403.The orthometric height was determined by GPS observations and a
 DH5403.high-resolution geoid model using precise GPS observation and
 DH5403.processing techniques.
 DH5403
 DH5403.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5403.GEOID18 height accuracy estimate available here.
 DH5403
 DH5403.Click photographs - Photos may exist for this station.
 DH5403
 DH5403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5403
 DH5403.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5403
 DH5403.The ellipsoidal height was determined by GPS observations
 DH5403.and is referenced to NAD 83.
 DH5403
 DH5403. The following values were computed from the NAD 83(2011) position.
 DH5403
 DH5403;                    North         East     Units Scale Factor Converg.
 DH5403;SPC WI S     -   198,600.165   548,387.152   MT  0.99995505   -0 26 26.1
 DH5403;SPC WI S     -   651,574.04  1,799,166.85   sFT  0.99995505   -0 26 26.1
 DH5403;UTM  15      - 4,850,800.368   689,792.789   MT  1.00004307   +1 37 57.6
 DH5403
 DH5403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5403!SPC WI S     -   0.99994046  x   0.99995505  =   0.99989552
 DH5403!UTM  15      -   0.99994046  x   1.00004307  =   0.99998353
 DH5403
 DH5403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8979250800(NAD 83)
 DH5403
 DH5403                          SUPERSEDED SURVEY CONTROL
 DH5403
 DH5403  NAD 83(2007)-  43 47 09.32425(N)    090 38 28.45106(W) AD(2002.00) 0
 DH5403  ELLIP H (02/10/07)  379.722  (m)                       GP(2002.00)    
 DH5403  NAD 83(1997)-  43 47 09.32422(N)    090 38 28.45151(W) AD(       ) 1
 DH5403  ELLIP H (08/01/05)  379.715  (m)                       GP(       ) 2 1
 DH5403  NAVD 88 (07/26/07)  413.23   (m)  GEOID03  model used  GPS OBS        
 DH5403
 DH5403.Superseded values are not recommended for survey control.
 DH5403
 DH5403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5403.See file dsdata.pdf to determine how the superseded data were derived.
 DH5403
 DH5403_MARKER: DD = SURVEY DISK
 DH5403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5403_STAMPING: 08-152W 1997
 DH5403_MARK LOGO: WI-081
 DH5403_PROJECTION: FLUSH
 DH5403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5403+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH5403
 DH5403  HISTORY     - Date     Condition        Report By
 DH5403  HISTORY     - 1997     MONUMENTED       WI-081
 DH5403  HISTORY     - 20030304 GOOD             WIDT
 DH5403  HISTORY     - 20100907 GOOD             WIDT
 DH5403
 DH5403                          STATION DESCRIPTION
 DH5403
 DH5403'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5403'THE STATION IS LOCATED ABOUT 22 KM SOUTHEAST OF SPARTA, 10 KM
 DH5403'SOUTHWEST OF WILTON AND  8 KM NORTHWEST OF ONTARIO.  OWNERSHIP--
 DH5403'MONROE COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF STATE
 DH5403'HIGHWAY 71 WITH COUNTY HIGHWAY U (WATER STREET) IN THE VILLAGE OF
 DH5403'NORWALK, GO WESTERLY ON COUNTY HIGHWAY U FOR 7.7 KM TO COUNTY HIGHWAY
 DH5403'F ON THE LEFT,  TURN LEFT AND GO EASTERLY ON COUNTY HIGHWAY F FOR 5.0
 DH5403'KM TO THE STATION ON THE RIGHT.   THE STATION IS A BRONZE MONROE
 DH5403'COUNTY GEODETIC CONTROL MARK DISK SET IN THE TOP OF A  45-CM DIAMETER
 DH5403'ROUND CONCRETE MONUMENT AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5403'THE STATION IS 6.0 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY F, 33 M
 DH5403'WEST OF MESABI  AVENUE, 2 M NORTH OF A CULTIVATED FIELD, 1.0 M SOUTH,
 DH5403'NORTHEAST, AND NORTHWEST OF  THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5403'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5403'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5403
 DH5403                          STATION RECOVERY (2010)
 DH5403
 DH5403'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5403'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.43 MILE EAST OF
 DH5403'MERCHANT AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5149 ***********************************************************************
 DK5149  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5149  DESIGNATION -  08 174W
 DK5149  PID         -  DK5149
 DK5149  STATE/COUNTY-  WI/MONROE
 DK5149  COUNTRY     -  US
 DK5149  USGS QUAD   -  SPARTA (2018)
 DK5149
 DK5149                         *CURRENT SURVEY CONTROL
 DK5149  ______________________________________________________________________
 DK5149* NAD 83(2011) POSITION- 43 57 47.89613(N) 090 52 17.98946(W)   ADJUSTED
 DK5149* NAD 83(2011) ELLIP HT-   227.009 (meters)        (06/27/12)   ADJUSTED
 DK5149* NAD 83(2011) EPOCH   -  2010.00
 DK5149* NAVD 88 ORTHO HEIGHT -   259.91  (meters)      852.7   (feet) GPS OBS
 DK5149  ______________________________________________________________________
 DK5149  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5149  GEOID HEIGHT    -        -32.900 (meters)                     GEOID12A
 DK5149  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 DK5149  NAD 83(2011) X  -    -69,955.693 (meters)                     COMP
 DK5149  NAD 83(2011) Y  - -4,597,939.008 (meters)                     COMP
 DK5149  NAD 83(2011) Z  -  4,405,315.324 (meters)                     COMP
 DK5149  LAPLACE CORR    -         -7.93  (seconds)                    DEFLEC18
 DK5149
 DK5149  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5149  Standards:
 DK5149         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5149            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5149  -------------------------------------------------------------------
 DK5149  NETWORK    0.29   0.33           0.13   0.10   0.17     -0.02852002
 DK5149  -------------------------------------------------------------------
 DK5149  Click here for local accuracies and other accuracy information.
 DK5149
 DK5149.The horizontal coordinates were established by GPS observations
 DK5149.and adjusted by the National Geodetic Survey in June 2012.
 DK5149
 DK5149.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5149.been affixed to the stable North American tectonic plate. See 
 DK5149.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5149
 DK5149.The horizontal coordinates are valid at the epoch date displayed above
 DK5149.which is a decimal equivalence of Year/Month/Day.
 DK5149
 DK5149.The orthometric height was determined by GPS observations and a
 DK5149.high-resolution geoid model using precise GPS observation and
 DK5149.processing techniques.
 DK5149
 DK5149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5149.GEOID18 height accuracy estimate available here.
 DK5149
 DK5149.Click photographs - Photos may exist for this station.
 DK5149
 DK5149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5149
 DK5149.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5149
 DK5149.The ellipsoidal height was determined by GPS observations
 DK5149.and is referenced to NAD 83.
 DK5149
 DK5149. The following values were computed from the NAD 83(2011) position.
 DK5149
 DK5149;                    North         East     Units Scale Factor Converg.
 DK5149;SPC WI S     -   218,475.463   530,046.723   MT  0.99998064   -0 35 56.1
 DK5149;SPC WI S     -   716,781.58  1,738,994.96   sFT  0.99998064   -0 35 56.1
 DK5149;UTM  15      - 4,869,999.170   670,744.085   MT  0.99995858   +1 28 40.2
 DK5149
 DK5149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5149!SPC WI S     -   0.99996440  x   0.99998064  =   0.99994505
 DK5149!UTM  15      -   0.99996440  x   0.99995858  =   0.99992299
 DK5149
 DK5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7074469999(NAD 83)
 DK5149
 DK5149                          SUPERSEDED SURVEY CONTROL
 DK5149
 DK5149  NAD 83(2007)-  43 57 47.89617(N)    090 52 17.99029(W) AD(2002.00) 1
 DK5149  ELLIP H (07/29/08)  227.041  (m)                       GP(2002.00) 3 1
 DK5149  NAVD 88 (07/29/08)  259.91   (m)  GEOID03  model used  GPS OBS        
 DK5149
 DK5149.Superseded values are not recommended for survey control.
 DK5149
 DK5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5149.See file dsdata.pdf to determine how the superseded data were derived.
 DK5149
 DK5149_MARKER: DD = SURVEY DISK
 DK5149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5149_STAMPING: 08-174W 1996
 DK5149_MARK LOGO: WI-081
 DK5149_PROJECTION: FLUSH
 DK5149_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5149+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DK5149
 DK5149  HISTORY     - Date     Condition        Report By
 DK5149  HISTORY     - 1996     MONUMENTED       WI-081
 DK5149  HISTORY     - 20061003 GOOD             WIDT
 DK5149  HISTORY     - 20100830 GOOD             WIDT
 DK5149  HISTORY     - 20180709 GOOD             WIDT
 DK5149
 DK5149                          STATION DESCRIPTION
 DK5149
 DK5149'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5149'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16, STATE
 DK5149'HIGHWAY 21 EAST AND STATE HIGHWAY 71 EAST (WISCONSIN STREET) WITH
 DK5149'STATE HIGHWAY 27 AND STATE HIGHWAY 71 WEST (BLACK RIVER STREET) IN THE
 DK5149'CITY OF SPARTA, GO NORTH ON STATE HIGHWAY 27 AND STATE HIGHWAY 71 WEST
 DK5149'(BLACK RIVER STREET) FOR 1.05 MI (1.7 KM) TO COUNTY HIGHWAY BC (HART
 DK5149'ROAD) ON THE LEFT, TURN LEFT AND GO WEST ON COUNTY HIGHWAY BC (HART
 DK5149'ROAD) FOR 2.4 MI (3.9 KM) TO GATE ROAD ON THE LEFT, CONTINUE WEST ON
 DK5149'COUNTY HIGHWAY BC FOR 0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.
 DK5149'THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL STATION DISK
 DK5149'SET IN THE TOP OF A 50-CM (20 INCH) DIAMETER CONCRETE POST, LOCATED
 DK5149'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DK5149'STATION IS 8.1 M (26.6 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DK5149'BC, 106 M (347.8 FT) WEST OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE
 DK5149'--6880--, 38.6 M (126.6 FT) EAST OF A TELEPHONE PEDESTAL, AND 1.0 M
 DK5149'(3.3 FT) EAST, SOUTHWEST, AND NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DK5149'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5149'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5149
 DK5149                          STATION RECOVERY (2010)
 DK5149
 DK5149'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5149'RECOVERED IN GOOD CONDITION.
 DK5149
 DK5149                          STATION RECOVERY (2018)
 DK5149
 DK5149'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DK5149'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5142 ***********************************************************************
 DK5142  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5142  DESIGNATION -  08 191E
 DK5142  PID         -  DK5142
 DK5142  STATE/COUNTY-  WI/MONROE
 DK5142  COUNTRY     -  US
 DK5142  USGS QUAD   -  WARRENS EAST (2018)
 DK5142
 DK5142                         *CURRENT SURVEY CONTROL
 DK5142  ______________________________________________________________________
 DK5142* NAD 83(2011) POSITION- 44 08 35.97894(N) 090 23 34.48136(W)   ADJUSTED
 DK5142* NAD 83(2011) ELLIP HT-   264.539 (meters)        (06/27/12)   ADJUSTED
 DK5142* NAD 83(2011) EPOCH   -  2010.00
 DK5142* NAVD 88 ORTHO HEIGHT -   298.81  (meters)      980.3   (feet) GPS OBS
 DK5142  ______________________________________________________________________
 DK5142  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5142  GEOID HEIGHT    -        -34.267 (meters)                     GEOID12A
 DK5142  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 DK5142  NAD 83(2011) X  -    -31,439.027 (meters)                     COMP
 DK5142  NAD 83(2011) Y  - -4,584,481.195 (meters)                     COMP
 DK5142  NAD 83(2011) Z  -  4,419,717.949 (meters)                     COMP
 DK5142  LAPLACE CORR    -         -6.13  (seconds)                    DEFLEC18
 DK5142
 DK5142  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5142  Standards:
 DK5142         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5142            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5142  -------------------------------------------------------------------
 DK5142  NETWORK    0.36   0.33           0.16   0.13   0.17      0.11188486
 DK5142  -------------------------------------------------------------------
 DK5142  Click here for local accuracies and other accuracy information.
 DK5142
 DK5142.The horizontal coordinates were established by GPS observations
 DK5142.and adjusted by the National Geodetic Survey in June 2012.
 DK5142
 DK5142.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5142.been affixed to the stable North American tectonic plate. See 
 DK5142.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5142
 DK5142.The horizontal coordinates are valid at the epoch date displayed above
 DK5142.which is a decimal equivalence of Year/Month/Day.
 DK5142
 DK5142.The orthometric height was determined by GPS observations and a
 DK5142.high-resolution geoid model using precise GPS observation and
 DK5142.processing techniques.
 DK5142
 DK5142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5142.GEOID18 height accuracy estimate available here.
 DK5142
 DK5142.Click photographs - Photos may exist for this station.
 DK5142
 DK5142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5142
 DK5142.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5142
 DK5142.The ellipsoidal height was determined by GPS observations
 DK5142.and is referenced to NAD 83.
 DK5142
 DK5142. The following values were computed from the NAD 83(2011) position.
 DK5142
 DK5142;                    North         East     Units Scale Factor Converg.
 DK5142;SPC WI S     -   238,186.811   568,561.627   MT  1.00001647   -0 16 11.9
 DK5142;SPC WI S     -   781,451.23  1,865,355.94   sFT  1.00001647   -0 16 11.9
 DK5142;UTM  15      - 4,891,097.297   708,519.424   MT  1.00013478   +1 48 58.9
 DK5142
 DK5142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5142!SPC WI S     -   0.99995852  x   1.00001647  =   0.99997499
 DK5142!UTM  15      -   0.99995852  x   1.00013478  =   1.00009330
 DK5142
 DK5142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0851991097(NAD 83)
 DK5142
 DK5142                          SUPERSEDED SURVEY CONTROL
 DK5142
 DK5142  NAD 83(2007)-  44 08 35.97896(N)    090 23 34.48216(W) AD(2002.00) 1
 DK5142  ELLIP H (07/29/08)  264.569  (m)                       GP(2002.00) 3 1
 DK5142  NAVD 88 (07/29/08)  298.79   (m)  GEOID03  model used  GPS OBS        
 DK5142
 DK5142.Superseded values are not recommended for survey control.
 DK5142
 DK5142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5142.See file dsdata.pdf to determine how the superseded data were derived.
 DK5142
 DK5142_MARKER: DD = SURVEY DISK
 DK5142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5142_STAMPING: 08-191E 1997
 DK5142_MARK LOGO: WI-081
 DK5142_PROJECTION: FLUSH
 DK5142_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5142+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 DK5142
 DK5142  HISTORY     - Date     Condition        Report By
 DK5142  HISTORY     - 1997     MONUMENTED       WI-081
 DK5142  HISTORY     - 20060927 GOOD             WIDT
 DK5142  HISTORY     - 20100920 GOOD             WIDT
 DK5142
 DK5142                          STATION DESCRIPTION
 DK5142
 DK5142'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5142'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 173 WITH
 DK5142'COUNTY HIGHWAY EW ABOUT 12 MI (19.3 KM) NORTHEAST OF THE CITY OF
 DK5142'TOMAH, GO WEST ON COUNTY HIGHWAY EW FOR 3.75 MI (6.0 KM) TO COPPER
 DK5142'ROAD, TURN RIGHT AND GO NORTH ON COPPER ROAD FOR 0.9 MI (1.4 KM) TO
 DK5142'THE STATION ON THE LEFT.  THE STATION IS A BRONZE MONROE COUNTY
 DK5142'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 50-CM (20 INCH)
 DK5142'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DK5142'WITH THE ROAD PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) SOUTHWEST OF
 DK5142'THE CENTERLINE OF COPPER ROAD AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DK5142'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK5142'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DK5142'ABOVE THE HORIZON.  ---NOTE2---THE '8' IS DOUBLE STAMPED ON THE DISK.
 DK5142
 DK5142                          STATION RECOVERY (2010)
 DK5142
 DK5142'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5142'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 5.7 M NORTHEAST OF
 DK5142'AN UNLABELED YELLOW FIBERGLASS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1614 ***********************************************************************
 NH1614  DESIGNATION -  080
 NH1614  PID         -  NH1614
 NH1614  STATE/COUNTY-  WI/DANE
 NH1614  COUNTRY     -  US
 NH1614  USGS QUAD   -  ROCKDALE (2018)
 NH1614
 NH1614                         *CURRENT SURVEY CONTROL
 NH1614  ______________________________________________________________________
 NH1614* NAD 83(1991) POSITION- 42 54 47.08704(N) 089 01 58.44434(W)   ADJUSTED
 NH1614* NAD 83(1991) ELLIP HT-   211.722 (meters)        (10/21/99)   ADJUSTED
 NH1614* NAVD 88 ORTHO HEIGHT -   245.7   (meters)      806.    (feet) VERTCON3
 NH1614  ______________________________________________________________________
 NH1614  GEOID HEIGHT    -        -34.228 (meters)                     GEOID18
 NH1614  NAD 83(1991) X  -     78,968.105 (meters)                     COMP
 NH1614  NAD 83(1991) Y  - -4,678,022.013 (meters)                     COMP
 NH1614  NAD 83(1991) Z  -  4,320,578.874 (meters)                     COMP
 NH1614  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 NH1614  HORZ ORDER      -  SECOND
 NH1614  ELLP ORDER      -  FOURTH    CLASS I
 NH1614
 NH1614.The horizontal coordinates were established by GPS observations
 NH1614.and adjusted by the National Geodetic Survey in November 1991.
 NH1614
 NH1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1614
 NH1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1614.GEOID18 height accuracy estimate available here.
 NH1614
 NH1614.Click photographs - Photos may exist for this station.
 NH1614
 NH1614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1614
 NH1614.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1614
 NH1614.The ellipsoidal height was determined by GPS observations
 NH1614.and is referenced to NAD 83.
 NH1614
 NH1614. The following values were computed from the NAD 83(1991) position.
 NH1614
 NH1614;                    North         East     Units Scale Factor Converg.
 NH1614;SPC WI S     -   101,892.656   678,964.989   MT  0.99996861   +0 39 52.2
 NH1614;SPC WI S     -   334,292.82  2,227,570.97   sFT  0.99996861   +0 39 52.2
 NH1614;UTM  16      - 4,753,167.321   334,065.605   MT  0.99993874   -1 23 04.2
 NH1614
 NH1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1614!SPC WI S     -   0.99996680  x   0.99996861  =   0.99993541
 NH1614!UTM  16      -   0.99996680  x   0.99993874  =   0.99990554
 NH1614
 NH1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3406553167(NAD 83)
 NH1614
 NH1614                          SUPERSEDED SURVEY CONTROL
 NH1614
 NH1614  NAD 83(1986)-  42 54 47.07744(N)    089 01 58.44827(W) AD(       ) 2
 NH1614  NAD 27      -  42 54 47.06262(N)    089 01 58.04291(W) AD(       ) 2
 NH1614  NGVD 29 (04/21/89)  245.8    (m)  RAPSU86  model used  GPS OBS        
 NH1614
 NH1614.Superseded values are not recommended for survey control.
 NH1614
 NH1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1614.See file dsdata.pdf to determine how the superseded data were derived.
 NH1614
 NH1614_MARKER: A = ALUMINUM MARKER
 NH1614_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH1614_SP_SET: SURROUNDED BY MASS OF CONCRETE
 NH1614_MARK LOGO: WI-025
 NH1614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NH1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1614+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NH1614
 NH1614  HISTORY     - Date     Condition        Report By
 NH1614  HISTORY     - 1988     MONUMENTED       NGS
 NH1614
 NH1614                          STATION DESCRIPTION
 NH1614
 NH1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NH1614'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH OF ROCKDALE, 4.1
 NH1614'KM (2.55 MI) EAST OF INTERSTATE HIGHWAY 90 AND 1.5 KM (0.95 MI) WEST
 NH1614'OF THE DANE-JEFFERSON COUNTY LINE.  OWNERSHIP--STATE OF WISCONSIN,
 NH1614'CONTACT STANLEY MARSDEN, CHAIRMAN, TOWN OF ALBION, 834 BLIVEN ROAD,
 NH1614'EDGERTON, WI 53534, PHONE 608-884-8560.
 NH1614'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD A AND HILLSIDE
 NH1614'ROAD IN HILLSIDE, GO SOUTH ON HILLSIDE ROAD FOR 1.6 KM (1.00 MI) TO
 NH1614'JUNCTION OF AARBACK ROAD.  TURN LEFT AND GO EAST FOR 0.8 KM (0.50 MI)
 NH1614'TO JUNCTION OF LEIN DRIVE.  TURN RIGHT AND GO SOUTH FOR 0.8 KM
 NH1614'(0.50 MI) TO JUNCTION OF KELLOGG ROAD AND THE MARK ON THE RIGHT.
 NH1614'THE STATION IS A DANE COUNTY CAST ALUMINUM MONUMENT WITH NO STAMPING
 NH1614'AND SURROUNDED BY CONCRETE.  LOCATED 7.8 M (25.6 FT) NORTH-NORTHEAST
 NH1614'FROM UNDERGROUND CABLE JUNCTION BOX, 4.6 M (15.1 FT) WEST FROM CENTER
 NH1614'OF LEIN DRIVE, 4.0 M (13.1 FT) EAST OF ROAD SIGN WITH A SURVEY MARKER
 NH1614'SIGN ATTACHED AND FLUSH WITH THE GROUND.
 NH1614'DANE COUNTY PART II, WI, 1988.
 NH1614'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1614'DESCRIBED BY W.C. GUNN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1615 ***********************************************************************
 NH1615  DESIGNATION -  083
 NH1615  PID         -  NH1615
 NH1615  STATE/COUNTY-  WI/DANE
 NH1615  COUNTRY     -  US
 NH1615  USGS QUAD   -  STOUGHTON (2018)
 NH1615
 NH1615                         *CURRENT SURVEY CONTROL
 NH1615  ______________________________________________________________________
 NH1615* NAD 83(1991) POSITION- 42 54 19.03572(N) 089 07 54.87549(W)   ADJUSTED
 NH1615* NAD 83(1991) ELLIP HT-   241.225 (meters)        (10/21/99)   ADJUSTED
 NH1615* NAVD 88 ORTHO HEIGHT -   275.3   (meters)      903.    (feet) VERTCON3
 NH1615  ______________________________________________________________________
 NH1615  GEOID HEIGHT    -        -34.214 (meters)                     GEOID18
 NH1615  NAD 83(1991) X  -     70,893.500 (meters)                     COMP
 NH1615  NAD 83(1991) Y  - -4,678,762.398 (meters)                     COMP
 NH1615  NAD 83(1991) Z  -  4,319,964.926 (meters)                     COMP
 NH1615  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 NH1615  HORZ ORDER      -  SECOND
 NH1615  ELLP ORDER      -  FOURTH    CLASS I
 NH1615
 NH1615.The horizontal coordinates were established by GPS observations
 NH1615.and adjusted by the National Geodetic Survey in November 1991.
 NH1615
 NH1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1615
 NH1615.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1615.GEOID18 height accuracy estimate available here.
 NH1615
 NH1615.Click photographs - Photos may exist for this station.
 NH1615
 NH1615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1615
 NH1615.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1615
 NH1615.The ellipsoidal height was determined by GPS observations
 NH1615.and is referenced to NAD 83.
 NH1615
 NH1615. The following values were computed from the NAD 83(1991) position.
 NH1615
 NH1615;                    North         East     Units Scale Factor Converg.
 NH1615;SPC WI S     -   100,938.146   670,890.112   MT  0.99996977   +0 35 47.3
 NH1615;SPC WI S     -   331,161.23  2,201,078.64   sFT  0.99996977   +0 35 47.3
 NH1615;UTM  16      - 4,752,502.085   325,961.878   MT  0.99997264   -1 27 06.3
 NH1615
 NH1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1615!SPC WI S     -   0.99996217  x   0.99996977  =   0.99993194
 NH1615!UTM  16      -   0.99996217  x   0.99997264  =   0.99993481
 NH1615
 NH1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2596152502(NAD 83)
 NH1615
 NH1615                          SUPERSEDED SURVEY CONTROL
 NH1615
 NH1615  NAD 83(1986)-  42 54 19.02595(N)    089 07 54.87723(W) AD(       ) 2
 NH1615  NAD 27      -  42 54 19.01420(N)    089 07 54.46793(W) AD(       ) 2
 NH1615  NGVD 29 (04/21/89)  275.3    (m)  RAPSU86  model used  GPS OBS        
 NH1615
 NH1615.Superseded values are not recommended for survey control.
 NH1615
 NH1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1615.See file dsdata.pdf to determine how the superseded data were derived.
 NH1615
 NH1615_MARKER: A = ALUMINUM MARKER
 NH1615_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH1615_SP_SET: SURROUNDED BY MASS OF CONCRETE
 NH1615_MARK LOGO: WI-025
 NH1615_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NH1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1615+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NH1615
 NH1615  HISTORY     - Date     Condition        Report By
 NH1615  HISTORY     - 1988     MONUMENTED       NGS
 NH1615  HISTORY     - 20041216 POOR             USPSQD
 NH1615
 NH1615                          STATION DESCRIPTION
 NH1615
 NH1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NH1615'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTH-SOUTHEAST OF
 NH1615'STOUGHTON, 6.4 KM (4.00 MI) NORTH-NORTHEAST OF DUNKIRK, 5.6 KM
 NH1615'(3.50 MI) NORTH-NORTHWEST OF ALBION AND IN CENTER OF ROADWAY.
 NH1615'OWNERSHIP--STATE OF WISCONSIN, CONTACT STANLEY MARSDEN, CHAIRMAN, TOWN
 NH1615'OF ALBION, 834 BLIVEN ROAD, EDGERTON, WI 53534, PHONE 608-884-8560.
 NH1615'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 NH1615'U.S. HIGHWAY 51 NORTH, EXIT 156, WHICH IS ABOUT 4.8 KM (3.00 MI) NORTH
 NH1615'OF ALBION, GO WEST ON U.S. HIGHWAY 51 FOR 4.2 KM (2.60 MI) TO
 NH1615'WASHINGTON ROAD.  TURN LEFT AND GO SOUTH ON WASHINGTON ROAD FOR 1.6 KM
 NH1615'(1.00 MI) TO MARK IN CENTER OF ROAD.
 NH1615'THE STATION IS A DANE COUNTY CAST ALUMINUM MONUMENT WITH NO STAMPING
 NH1615'AND SURROUNDED BY CONCRETE.  LOCATED 25.4 M (83.3 FT) SOUTHEAST FROM
 NH1615'POWERPOLE 5-11-12, 9.4 M (30.8 FT) EAST FROM A FIBERGLASS WITNESS
 NH1615'POST, 3.7 M (12.1 FT) WEST FROM EAST EDGE OF ROAD AND FLUSH WITH THE
 NH1615'ROAD SURFACE.
 NH1615'DANE COUNTY PART II, WI, 1988.
 NH1615'THIS STATION IS NOT VERY SUITABLE FOR GPS SURVEYS BECAUSE OF LOCATION
 NH1615'OF MARK IN ROADWAY.
 NH1615'DESCRIBED BY D.A. BOWLING.
 NH1615
 NH1615                          STATION RECOVERY (2004)
 NH1615
 NH1615'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 NH1615'THE DISK IS COVERED WITH TAR AND PEA GRAVEL.LOCATED 25.4 M (83.3
 NH1615'FT)SOUTHEAST FROM POWERPOLE 5-11-12 52/1 ,(THE POLE DESCRIPTION MUST
 NH1615'HAVE THE SUFIX 52/1 TO DISTINGUISH IT FROM ALL THE OTHERS ON
 NH1615'WASHINGTON ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8752 ***********************************************************************
 DP8752  DESIGNATION -  083420
 DP8752  PID         -  DP8752
 DP8752  STATE/COUNTY-  WI/MARINETTE
 DP8752  COUNTRY     -  US
 DP8752  USGS QUAD   -  ATHELSTANE (2018)
 DP8752
 DP8752                         *CURRENT SURVEY CONTROL
 DP8752  ______________________________________________________________________
 DP8752* NAD 83(1986) POSITION- 45 25 44.31   (N) 088 01 42.92   (W)   HD_HELD1
 DP8752* NAVD 88 ORTHO HEIGHT -   293.745 (meters)      963.73  (feet) ADJUSTED
 DP8752  ______________________________________________________________________
 DP8752  GEOID HEIGHT    -        -35.661 (meters)                     GEOID18
 DP8752  DYNAMIC HEIGHT  -        293.728 (meters)      963.67  (feet) COMP
 DP8752  MODELED GRAVITY -    980,550.0   (mgal)                       NAVD 88
 DP8752
 DP8752  VERT ORDER      -  SECOND    CLASS I
 DP8752
 DP8752.The horizontal coordinates were determined by differentially corrected
 DP8752.hand held GPS observations or other comparable positioning techniques
 DP8752.and have an estimated accuracy of +/- 3 meters.
 DP8752
 DP8752.The orthometric height was determined by differential leveling and
 DP8752.adjusted by the NATIONAL GEODETIC SURVEY
 DP8752.in February 2017.
 DP8752
 DP8752.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8752.GEOID18 height accuracy estimate available here.
 DP8752
 DP8752.Click photographs - Photos may exist for this station.
 DP8752
 DP8752.The dynamic height is computed by dividing the NAVD 88
 DP8752.geopotential number by the normal gravity value computed on the
 DP8752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8752.degrees latitude (g = 980.6199 gals.).
 DP8752
 DP8752.The modeled gravity was interpolated from observed gravity values.
 DP8752
 DP8752;                    North         East    Units  Estimated Accuracy
 DP8752;SPC WI C     -   179,184.4     754,258.2     MT  (+/- 3 meters HH1 GPS) 
 DP8752
 DP8752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1953831120(NAD 83)
 DP8752
 DP8752                          SUPERSEDED SURVEY CONTROL
 DP8752
 DP8752.No superseded survey control is available for this station.
 DP8752
 DP8752_MARKER: DD = SURVEY DISK
 DP8752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8752_STAMPING: 083420 2000
 DP8752_MARK LOGO: WI-075
 DP8752_PROJECTION: FLUSH
 DP8752_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8752+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP8752
 DP8752  HISTORY     - Date     Condition        Report By
 DP8752  HISTORY     - 2000     MONUMENTED       WI-075
 DP8752  HISTORY     - 20141029 GOOD             WIDT
 DP8752
 DP8752                          STATION DESCRIPTION
 DP8752
 DP8752'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8752'THE STATION IS APPROXIMATELY 5.5 MI (8.8 KM) SOUTHWEST OF AMBERG, 5.5
 DP8752'MI (8.8 KM) NORTHWEST OF WAUSAUKEE AND 3.3 MI (5.3 KM) EAST OF
 DP8752'ATHELSTANE.
 DP8752'
 DP8752'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DP8752'HIGHWAY V ABOUT 3 MI (4.8 KM) EAST OF THE COMMUNITY OF ATHELSTANE, GO
 DP8752'EAST ON COUNTY HIGHWAY C FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 DP8752'LEFT.
 DP8752'
 DP8752'THE STATION IS 12.5 M (41.0 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8752'HIGHWAY C, 125 M (410.1 FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY
 DP8752'-W8766-, 48.5 M (159.1 FT) SOUTHEAST OF A POWER POLE -3420 8L12- AND
 DP8752'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8752'WITNESS POSTS.
 DP8752'
 DP8752'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8752'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8752'GPS NETWORK GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DP8752'(16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1616 ***********************************************************************
 NH1616  DESIGNATION -  085 A
 NH1616  PID         -  NH1616
 NH1616  STATE/COUNTY-  WI/DANE
 NH1616  COUNTRY     -  US
 NH1616  USGS QUAD   -  STOUGHTON (2018)
 NH1616
 NH1616                         *CURRENT SURVEY CONTROL
 NH1616  ______________________________________________________________________
 NH1616* NAD 83(1991) POSITION- 42 56 50.97725(N) 089 13 51.78286(W)   ADJUSTED
 NH1616* NAD 83(1991) ELLIP HT-   237.558 (meters)        (10/21/99)   ADJUSTED
 NH1616* NAVD 88 ORTHO HEIGHT -   271.7   (meters)      891.    (feet) VERTCON3
 NH1616  ______________________________________________________________________
 NH1616  GEOID HEIGHT    -        -34.264 (meters)                     GEOID18
 NH1616  NAD 83(1991) X  -     62,754.675 (meters)                     COMP
 NH1616  NAD 83(1991) Y  - -4,675,682.256 (meters)                     COMP
 NH1616  NAD 83(1991) Z  -  4,323,395.774 (meters)                     COMP
 NH1616  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 NH1616  HORZ ORDER      -  SECOND
 NH1616  ELLP ORDER      -  FOURTH    CLASS I
 NH1616
 NH1616.The horizontal coordinates were established by GPS observations
 NH1616.and adjusted by the National Geodetic Survey in November 1991.
 NH1616
 NH1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1616
 NH1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1616.GEOID18 height accuracy estimate available here.
 NH1616
 NH1616.Click photographs - Photos may exist for this station.
 NH1616
 NH1616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1616
 NH1616.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1616
 NH1616.The ellipsoidal height was determined by GPS observations
 NH1616.and is referenced to NAD 83.
 NH1616
 NH1616. The following values were computed from the NAD 83(1991) position.
 NH1616
 NH1616;                    North         East     Units Scale Factor Converg.
 NH1616;SPC WI S     -   105,547.038   662,751.059   MT  0.99996371   +0 31 42.1
 NH1616;SPC WI S     -   346,282.24  2,174,375.77   sFT  0.99996371   +0 31 42.1
 NH1616;UTM  16      - 4,757,399.082   317,992.590   MT  1.00000755   -1 31 13.8
 NH1616
 NH1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1616!SPC WI S     -   0.99996275  x   0.99996371  =   0.99992646
 NH1616!UTM  16      -   0.99996275  x   1.00000755  =   0.99997030
 NH1616
 NH1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1799257399(NAD 83)
 NH1616
 NH1616                          SUPERSEDED SURVEY CONTROL
 NH1616
 NH1616  NAD 83(1986)-  42 56 50.96904(N)    089 13 51.78650(W) AD(       ) 2
 NH1616  NAD 27      -  42 56 50.96218(N)    089 13 51.36749(W) AD(       ) 2
 NH1616  NGVD 29 (04/21/89)  271.7    (m)  RAPSU86  model used  GPS OBS        
 NH1616
 NH1616.Superseded values are not recommended for survey control.
 NH1616
 NH1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1616.See file dsdata.pdf to determine how the superseded data were derived.
 NH1616
 NH1616_MARKER: DD = SURVEY DISK
 NH1616_SETTING: 0 = UNSPECIFIED SETTING
 NH1616_SP_SET: UNSPECIFIED SHALLOW
 NH1616_STAMPING: 085A 1988
 NH1616_MARK LOGO: WI-025
 NH1616_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1616+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NH1616
 NH1616  HISTORY     - Date     Condition        Report By
 NH1616  HISTORY     - 1988     MONUMENTED       NGS
 NH1616  HISTORY     - 20051008 POOR             USPSQD
 NH1616
 NH1616                          STATION DESCRIPTION
 NH1616
 NH1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NH1616'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF STOUGHTON, 8.9
 NH1616'KM (5.55 MI) WEST-SOUTHWEST OF UTICA, 4.4 KM (2.75 MI) SOUTHWEST OF
 NH1616'KEGONSA AND ON ROAD RIGHT-OF-WAY.  OWNERSHIP--STATE OF WISCONSIN,
 NH1616'CONTACT IRVING QUAM, CHAIRMAN, TOWN OF PLEASANT SPRINGS, 3053
 NH1616'SHADYSIDE DRIVE, STOUGHTON, WI 53589, PHONE 608-873-3284.
 NH1616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND COUNTY
 NH1616'ROAD B, WHICH IS JUST NORTH OF STOUGHTON, GO EAST ON COUNTY ROAD B FOR
 NH1616'1.7 KM (1.05 MI) TO SKYLINE DRIVE.  TURN LEFT AND GO NORTH FOR 0.9 KM
 NH1616'(0.55 MI) TO MARK ON THE LEFT.
 NH1616'THE STATION MARK IS A STANDARD WI-025 DISK STAMPED---085A 1988---,
 NH1616'EPOXIED TO THE TOP OF A STEEL ROD AND SURROUNDED BY CONCRETE.  LOCATED
 NH1616'1.8 M (5.9 FT) WEST FROM WEST EDGE OF SKYLINE DRIVE, 13.5 M (44.3 FT)
 NH1616'SOUTH-SOUTHEAST FROM POWERPOLE AND 0.3 M (1.0 FT) EAST FROM A
 NH1616'FIBERGLASS WITNESS POST.
 NH1616'DANE COUNTY PART II, WI, 1988.
 NH1616'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1616'DESCRIBED BY L.J. COWSERT.
 NH1616
 NH1616                          STATION RECOVERY (2005)
 NH1616
 NH1616'RECOVERY NOTE BY US POWER SQUADRON 2005 (RNH)
 NH1616'LOCATED 7 FT. WEST OF THE CENTER OF THE ROAD, 2.5 IN. BELOW THE
 NH1616'SURFACE OF THE BLACKTOP ROAD IN A HOLE. IT IS 49.4 FT. S-SE OF POWER
 NH1616'POLE--3FF 62/58--.IT IS 30.5 FT. WEST OF A WITNESS POST LOCATED ON THE
 NH1616'EAST SIDE OF THE ROAD ALONG THE FENCE LINE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1617 ***********************************************************************
 NH1617  DESIGNATION -  086
 NH1617  PID         -  NH1617
 NH1617  STATE/COUNTY-  WI/DANE
 NH1617  COUNTRY     -  US
 NH1617  USGS QUAD   -  EVANSVILLE (2018)
 NH1617
 NH1617                         *CURRENT SURVEY CONTROL
 NH1617  ______________________________________________________________________
 NH1617* NAD 83(1991) POSITION- 42 52 29.69980(N) 089 17 25.35976(W)   ADJUSTED
 NH1617* NAD 83(1991) ELLIP HT-   238.526 (meters)        (10/21/99)   ADJUSTED
 NH1617* NAVD 88 ORTHO HEIGHT -   272.4   (meters)      894.    (feet) VERTCON3
 NH1617  ______________________________________________________________________
 NH1617  GEOID HEIGHT    -        -34.121 (meters)                     GEOID18
 NH1617  NAD 83(1991) X  -     57,981.206 (meters)                     COMP
 NH1617  NAD 83(1991) Y  - -4,681,234.798 (meters)                     COMP
 NH1617  NAD 83(1991) Z  -  4,317,491.042 (meters)                     COMP
 NH1617  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 NH1617  HORZ ORDER      -  SECOND
 NH1617  ELLP ORDER      -  FOURTH    CLASS I
 NH1617
 NH1617.The horizontal coordinates were established by GPS observations
 NH1617.and adjusted by the National Geodetic Survey in November 1991.
 NH1617
 NH1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1617
 NH1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1617.GEOID18 height accuracy estimate available here.
 NH1617
 NH1617.Click photographs - Photos may exist for this station.
 NH1617
 NH1617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1617
 NH1617.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1617
 NH1617.The ellipsoidal height was determined by GPS observations
 NH1617.and is referenced to NAD 83.
 NH1617
 NH1617. The following values were computed from the NAD 83(1991) position.
 NH1617
 NH1617;                    North         East     Units Scale Factor Converg.
 NH1617;SPC WI S     -    97,441.998   657,978.343   MT  0.99997447   +0 29 15.3
 NH1617;SPC WI S     -   319,690.96  2,158,717.28   sFT  0.99997447   +0 29 15.3
 NH1617;UTM  16      - 4,749,469.351   312,933.073   MT  1.00003053   -1 33 31.8
 NH1617
 NH1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1617!SPC WI S     -   0.99996259  x   0.99997447  =   0.99993707
 NH1617!UTM  16      -   0.99996259  x   1.00003053  =   0.99999312
 NH1617
 NH1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1293349469(NAD 83)
 NH1617
 NH1617                          SUPERSEDED SURVEY CONTROL
 NH1617
 NH1617  NAD 83(1986)-  42 52 29.69147(N)    089 17 25.36151(W) AD(       ) 2
 NH1617  NAD 27      -  42 52 29.67938(N)    089 17 24.93785(W) AD(       ) 2
 NH1617  NGVD 29 (04/21/89)  272.5    (m)  RAPSU86  model used  GPS OBS        
 NH1617
 NH1617.Superseded values are not recommended for survey control.
 NH1617
 NH1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1617.See file dsdata.pdf to determine how the superseded data were derived.
 NH1617
 NH1617_MARKER: DD = SURVEY DISK
 NH1617_SETTING: 0 = UNSPECIFIED SETTING
 NH1617_SP_SET: UNSPECIFIED SHALLOW
 NH1617_STAMPING: 086 1987
 NH1617_MARK LOGO: WI-025
 NH1617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1617+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NH1617
 NH1617  HISTORY     - Date     Condition        Report By
 NH1617  HISTORY     - 1987     MONUMENTED       NGS
 NH1617
 NH1617                          STATION DESCRIPTION
 NH1617
 NH1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NH1617'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) SOUTH OF LAKE KEGONSA,
 NH1617'7.5 KM (4.65 MI) SOUTHWEST OF STOUGHTON, 7.5 KM (4.65 MI) NORTHEAST OF
 NH1617'BROOKLYN AND ON ROAD RIGHT-OF-WAY.  OWNERSHIP--STATE OF WISCONSIN,
 NH1617'CONTACT ROBERT W. PLUMMER, CHAIRMAN, TOWN OF RUTLAND, 747
 NH1617'RUTLAND-DUNKIRK ROAD, STOUGHTON, WI 53589, PHONE 608-873-5666.
 NH1617'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 NH1617'HIGHWAY 138 SOUTH IN STOUGHTON, GO WEST ON U.S. HIGHWAY 51 AND STATE
 NH1617'HIGHWAY 138 FOR 1.6 KM (1.00 MI) TO WHERE U.S HIGHWAY 51 GOES NORTH
 NH1617'AND STATE HIGHWAY 138 CONTINUES WEST.  CONTINUE WEST ON STATE HIGHWAY
 NH1617'138 FOR 2.9 KM (1.80 MI) TO JUNCTION OF LAKE KEGONSA ROAD.  TURN LEFT
 NH1617'AND GO SOUTH FOR 2.9 KM (1.80 MI) TO A T-JUNCTION.  TURN RIGHT AND GO
 NH1617'WEST ON COUNTY ROAD A FOR 0.5 KM (0.30 MI) TO LAKE KEGONSA ROAD.  TURN
 NH1617'LEFT AND GO SOUTH FOR 1.9 KM (1.20 MI) TO MARK ON THE RIGHT.
 NH1617'THE STATION MARK IS A STANDARD WI-025 DISK STAMPED---086 1987---,
 NH1617'EPOXIED TO THE TOP OF A STEEL ROD AND SURROUNDED BY CONCRETE.  LOCATED
 NH1617'30.3 M (99.4 FT) NORTHWEST ACROSS ROAD FROM LAST TELEPHONE POLE ON
 NH1617'EAST SIDE OF ROAD, 23.1 M (75.8 FT) SOUTH OF SECTION CORNER MARKER IN
 NH1617'CENTER OF ROAD, 4.5 M (14.8 FT) WEST FROM CENTER OF ROAD, 0.9 M
 NH1617'(3.0 FT) WEST FROM WEST EDGE OF ROAD AND 0.6 M (2.0 FT) NORTH FROM A
 NH1617'FIBERGLASS WITNESS POST.
 NH1617'DANE COUNTY PART II, WI, 1988.
 NH1617'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1617'DESCRIBED BY W.C. GUNN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1618 ***********************************************************************
 NH1618  DESIGNATION -  087 A
 NH1618  PID         -  NH1618
 NH1618  STATE/COUNTY-  WI/DANE
 NH1618  COUNTRY     -  US
 NH1618  USGS QUAD   -  RUTLAND (2018)
 NH1618
 NH1618                         *CURRENT SURVEY CONTROL
 NH1618  ______________________________________________________________________
 NH1618* NAD 83(1991) POSITION- 42 55 55.02638(N) 089 18 29.25966(W)   ADJUSTED
 NH1618* NAD 83(1991) ELLIP HT-   246.313 (meters)        (10/21/99)   ADJUSTED
 NH1618* NAVD 88 ORTHO HEIGHT -   280.3   (meters)      920.    (feet) VERTCON3
 NH1618  ______________________________________________________________________
 NH1618  GEOID HEIGHT    -        -34.185 (meters)                     GEOID18
 NH1618  NAD 83(1991) X  -     56,478.960 (meters)                     COMP
 NH1618  NAD 83(1991) Y  - -4,676,945.006 (meters)                     COMP
 NH1618  NAD 83(1991) Z  -  4,322,137.715 (meters)                     COMP
 NH1618  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 NH1618  HORZ ORDER      -  SECOND
 NH1618  ELLP ORDER      -  FOURTH    CLASS I
 NH1618
 NH1618.The horizontal coordinates were established by GPS observations
 NH1618.and adjusted by the National Geodetic Survey in November 1991.
 NH1618
 NH1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1618
 NH1618.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1618.GEOID18 height accuracy estimate available here.
 NH1618
 NH1618.Click photographs - Photos may exist for this station.
 NH1618
 NH1618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1618
 NH1618.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1618
 NH1618.The ellipsoidal height was determined by GPS observations
 NH1618.and is referenced to NAD 83.
 NH1618
 NH1618. The following values were computed from the NAD 83(1991) position.
 NH1618
 NH1618;                    North         East     Units Scale Factor Converg.
 NH1618;SPC WI S     -   103,765.488   656,475.581   MT  0.99996588   +0 28 31.4
 NH1618;SPC WI S     -   340,437.27  2,153,786.97   sFT  0.99996588   +0 28 31.4
 NH1618;UTM  16      - 4,755,842.892   311,657.080   MT  1.00003642   -1 34 21.3
 NH1618
 NH1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1618!SPC WI S     -   0.99996137  x   0.99996588  =   0.99992725
 NH1618!UTM  16      -   0.99996137  x   1.00003642  =   0.99999779
 NH1618
 NH1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1165755842(NAD 83)
 NH1618
 NH1618                          SUPERSEDED SURVEY CONTROL
 NH1618
 NH1618  NAD 83(1986)-  42 55 55.01800(N)    089 18 29.26121(W) AD(       ) 2
 NH1618  NAD 27      -  42 55 55.01303(N)    089 18 28.83459(W) AD(       ) 2
 NH1618  NGVD 29 (04/21/89)  280.3    (m)  RAPSU86  model used  GPS OBS        
 NH1618
 NH1618.Superseded values are not recommended for survey control.
 NH1618
 NH1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1618.See file dsdata.pdf to determine how the superseded data were derived.
 NH1618
 NH1618_MARKER: DD = SURVEY DISK
 NH1618_SETTING: 0 = UNSPECIFIED SETTING
 NH1618_SP_SET: UNSPECIFIED SHALLOW
 NH1618_STAMPING: 087A 1988
 NH1618_MARK LOGO: WI-025
 NH1618_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1618+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NH1618
 NH1618  HISTORY     - Date     Condition        Report By
 NH1618  HISTORY     - 1988     MONUMENTED       NGS
 NH1618
 NH1618                          STATION DESCRIPTION
 NH1618
 NH1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NH1618'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) WEST-NORTHWEST OF
 NH1618'STOUGHTON, 6.1 KM (3.80 MI) EAST-NORTHEAST OF OREGON, 6.8 KM
 NH1618'(4.25 MI) NORTH-NORTHEAST OF RUTLAND AND ON ROAD RIGHT-OF-WAY.
 NH1618'OWNERSHIP--STATE OF WISCONSIN, CONTACT ROBERT W. PLUMMER, CHAIRMAN,
 NH1618'TOWN OF RUTLAND, 747 RUTLAND-DUNKIRK ROAD, STOUGHTON, WI 53589, PHONE
 NH1618'608-873-5666.
 NH1618'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 NH1618'HIGHWAY 138, ON THE WEST SIDE OF STOUGHTON, GO WEST ON STATE HIGHWAY
 NH1618'138 FOR 7.1 KM (4.40 MI) TO SUNRISE ROAD.  TURN RIGHT AND GO NORTH FOR
 NH1618'1.5 KM (0.95 MI) TO A STOP SIGN AT JUNCTION OF RUTLAND-DUNN TOWN LINE
 NH1618'ROAD.  TURN RIGHT AND GO EAST FOR 1.8 KM (1.10 MI) TO THE MARK ON THE
 NH1618'LEFT.
 NH1618'THE STATION MARK IS A STANDARD WI-025 DISK STAMPED---087A 1988---,
 NH1618'EPOXIED TO THE TOP OF A STEEL ROD AND SURROUNDED BY CONCRETE.  LOCATED
 NH1618'83.5 M (273.9 FT) EAST FROM SECTION CORNER MARKER IN ROAD CENTER, 67.4
 NH1618'M (221.1 FT) WEST FROM INTERSECTION OF BONNER TRACE, 10.7 M (35.1 FT)
 NH1618'NORTH FROM CENTER OF RUTLAND-DUNN TOWN LINE ROAD AND 0.3 M (1.0 FT)
 NH1618'SOUTH FROM A FIBERGLASS WITNESS POST.
 NH1618'DANE COUNTY PART II, WI, 1988.
 NH1618'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1618'DESCRIBED BY L.J. COWSERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1619 ***********************************************************************
 NH1619  DESIGNATION -  088
 NH1619  PID         -  NH1619
 NH1619  STATE/COUNTY-  WI/DANE
 NH1619  COUNTRY     -  US
 NH1619  USGS QUAD   -  RUTLAND (2018)
 NH1619
 NH1619                         *CURRENT SURVEY CONTROL
 NH1619  ______________________________________________________________________
 NH1619* NAD 83(1991) POSITION- 42 56 19.82213(N) 089 22 05.99978(W)   ADJUSTED
 NH1619* NAD 83(1991) ELLIP HT-   253.834 (meters)        (10/21/99)   ADJUSTED
 NH1619* NAVD 88 ORTHO HEIGHT -   287.8   (meters)      944.    (feet) VERTCON3
 NH1619  ______________________________________________________________________
 NH1619  GEOID HEIGHT    -        -34.142 (meters)                     GEOID18
 NH1619  NAD 83(1991) X  -     51,558.777 (meters)                     COMP
 NH1619  NAD 83(1991) Y  - -4,676,486.078 (meters)                     COMP
 NH1619  NAD 83(1991) Z  -  4,322,703.055 (meters)                     COMP
 NH1619  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 NH1619  HORZ ORDER      -  SECOND
 NH1619  ELLP ORDER      -  FOURTH    CLASS I
 NH1619
 NH1619.The horizontal coordinates were established by GPS observations
 NH1619.and adjusted by the National Geodetic Survey in November 1991.
 NH1619
 NH1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1619
 NH1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1619.GEOID18 height accuracy estimate available here.
 NH1619
 NH1619.Click photographs - Photos may exist for this station.
 NH1619
 NH1619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1619
 NH1619.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1619
 NH1619.The ellipsoidal height was determined by GPS observations
 NH1619.and is referenced to NAD 83.
 NH1619
 NH1619. The following values were computed from the NAD 83(1991) position.
 NH1619
 NH1619;                    North         East     Units Scale Factor Converg.
 NH1619;SPC WI S     -   104,491.604   651,555.471   MT  0.99996491   +0 26 02.5
 NH1619;SPC WI S     -   342,819.54  2,137,644.91   sFT  0.99996491   +0 26 02.5
 NH1619;UTM  16      - 4,756,744.440   306,765.658   MT  1.00005938   -1 36 49.9
 NH1619
 NH1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1619!SPC WI S     -   0.99996019  x   0.99996491  =   0.99992511
 NH1619!UTM  16      -   0.99996019  x   1.00005938  =   1.00001957
 NH1619
 NH1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0676556744(NAD 83)
 NH1619
 NH1619                          SUPERSEDED SURVEY CONTROL
 NH1619
 NH1619  NAD 83(1986)-  42 56 19.81408(N)    089 22 06.00126(W) AD(       ) 2
 NH1619  NAD 27      -  42 56 19.81286(N)    089 22 05.57142(W) AD(       ) 2
 NH1619  NGVD 29 (04/21/89)  287.8    (m)  RAPSU86  model used  GPS OBS        
 NH1619
 NH1619.Superseded values are not recommended for survey control.
 NH1619
 NH1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1619.See file dsdata.pdf to determine how the superseded data were derived.
 NH1619
 NH1619_MARKER: A = ALUMINUM MARKER
 NH1619_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH1619_SP_SET: SURROUNDED BY MASS OF CONCRETE
 NH1619_MARK LOGO: WI-025
 NH1619_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NH1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1619+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NH1619
 NH1619  HISTORY     - Date     Condition        Report By
 NH1619  HISTORY     - 1988     MONUMENTED       NGS
 NH1619
 NH1619                          STATION DESCRIPTION
 NH1619
 NH1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NH1619'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTH-NORTHEAST OF
 NH1619'OREGON, 11.2 KM (6.95 MI) WEST OF STOUGHTON AND IN CENTER OF ROADWAY.
 NH1619'OWNERSHIP--STATE OF WISCONSIN, CONTACT DALLAS CHRISTENSEN, CHAIRMAN,
 NH1619'TOWN OF OREGON, 1292 SOUTH FISH HATCHERY ROAD, OREGON, WI 53575, PHONE
 NH1619'608-835-7239.
 NH1619'TO REACH THE STATION FROM THE JUNCTION OF SCHUSTER ROAD AND
 NH1619'RUTLAND-DUNN TOWN LINE ROAD, ABOUT 3.2 KM (2.00 MI) NORTH-NORTHEAST OF
 NH1619'OREGON, GO NORTH ON SCHUSTER ROAD FOR 0.3 KM (0.20 MI) TO THE STATION
 NH1619'IN THE CENTER OF ROAD.
 NH1619'THE STATION IS A DANE COUNTY CAST ALUMINUM MONUMENT WITH NO STAMPING
 NH1619'AND SURROUNDED BY CONCRETE.  LOCATED 21.7 M (71.2 FT) NORTH-NORTHWEST
 NH1619'FROM POWERPOLE 0-25, 16.9 M (55.4 FT) SOUTHWEST FROM HIGHWAY SIGN
 NH1619'WARNING OF LOOSE GRAVEL AREA, 8.2 M (26.9 FT) EAST FROM A FIBERGLASS
 NH1619'WITNESS POST, 3.0 M (9.8 FT) WEST FROM EAST EDGE OF SCHUSTER ROAD AND
 NH1619'FLUSH WITH ROAD SURFACE.
 NH1619'DANE COUNTY PART II, WI, 1988.
 NH1619'THIS STATION IS NOT VERY SUITABLE FOR GPS SURVEYS BECAUSE OF LOCATION
 NH1619'OF MARK IN ROADWAY.
 NH1619'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0643 ***********************************************************************
 OM0643  DESIGNATION -  089
 OM0643  PID         -  OM0643
 OM0643  STATE/COUNTY-  WI/DANE
 OM0643  COUNTRY     -  US
 OM0643  USGS QUAD   -  CROSS PLAINS (2018)
 OM0643
 OM0643                         *CURRENT SURVEY CONTROL
 OM0643  ______________________________________________________________________
 OM0643* NAD 83(2011) POSITION- 43 00 10.16689(N) 089 43 13.84948(W)   ADJUSTED
 OM0643* NAD 83(2011) ELLIP HT-   329.187 (meters)        (06/27/12)   ADJUSTED
 OM0643* NAD 83(2011) EPOCH   -  2010.00
 OM0643* NAVD 88 ORTHO HEIGHT -   363.2   (meters)     1192.    (feet) VERTCON3
 OM0643  ______________________________________________________________________
 OM0643  GEOID HEIGHT    -        -34.078 (meters)                     GEOID18
 OM0643  NAD 83(2011) X  -     22,789.620 (meters)                     COMP
 OM0643  NAD 83(2011) Y  - -4,671,924.491 (meters)                     COMP
 OM0643  NAD 83(2011) Z  -  4,327,955.726 (meters)                     COMP
 OM0643  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 OM0643
 OM0643  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0643  Standards:
 OM0643         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0643            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0643  -------------------------------------------------------------------
 OM0643  NETWORK    2.98   2.98           0.74   1.45   1.52     -0.24494726
 OM0643  -------------------------------------------------------------------
 OM0643  Click here for local accuracies and other accuracy information.
 OM0643
 OM0643.The horizontal coordinates were established by GPS observations
 OM0643.and adjusted by the National Geodetic Survey in June 2012.
 OM0643
 OM0643.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0643.been affixed to the stable North American tectonic plate. See 
 OM0643.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0643
 OM0643.The horizontal coordinates are valid at the epoch date displayed above
 OM0643.which is a decimal equivalence of Year/Month/Day.
 OM0643
 OM0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0643
 OM0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0643.GEOID18 height accuracy estimate available here.
 OM0643
 OM0643.Click photographs - Photos may exist for this station.
 OM0643
 OM0643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0643
 OM0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0643
 OM0643.The ellipsoidal height was determined by GPS observations
 OM0643.and is referenced to NAD 83.
 OM0643
 OM0643. The following values were computed from the NAD 83(2011) position.
 OM0643
 OM0643;                    North         East     Units Scale Factor Converg.
 OM0643;SPC WI S     -   111,442.437   622,787.504   MT  0.99995658   +0 11 31.3
 OM0643;SPC WI S     -   365,624.06  2,043,262.00   sFT  0.99995658   +0 11 31.3
 OM0643;UTM  16      - 4,764,720.271   278,259.628   MT  1.00020492   -1 51 22.5
 OM0643
 OM0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0643!SPC WI S     -   0.99994838  x   0.99995658  =   0.99990496
 OM0643!UTM  16      -   0.99994838  x   1.00020492  =   1.00015329
 OM0643
 OM0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7825964720(NAD 83)
 OM0643
 OM0643                          SUPERSEDED SURVEY CONTROL
 OM0643
 OM0643  NAD 83(2007)-  43 00 10.16697(N)    089 43 13.85042(W) AD(2002.00) 0
 OM0643  ELLIP H (02/10/07)  329.233  (m)                       GP(2002.00)    
 OM0643  NAD 83(1997)-  43 00 10.16680(N)    089 43 13.85062(W) AD(       ) 2
 OM0643  ELLIP H (06/17/02)  329.221  (m)                       GP(       ) 4 1
 OM0643  NAD 83(1991)-  43 00 10.16634(N)    089 43 13.84934(W) AD(       ) 2
 OM0643  ELLIP H (11/21/91)  329.335  (m)                       GP(       ) 4 1
 OM0643  NAD 83(1986)-  43 00 10.15773(N)    089 43 13.84772(W) AD(       ) 2
 OM0643  NAD 27      -  43 00 10.16810(N)    089 43 13.40578(W) AD(       ) 2
 OM0643  NGVD 29 (07/12/88)  363.2    (m)  RAPSU86  model used  GPS OBS        
 OM0643
 OM0643.Superseded values are not recommended for survey control.
 OM0643
 OM0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0643.See file dsdata.pdf to determine how the superseded data were derived.
 OM0643
 OM0643_MARKER: DD = SURVEY DISK
 OM0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0643+STABILITY: SURFACE MOTION
 OM0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0643+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0643
 OM0643  HISTORY     - Date     Condition        Report By
 OM0643  HISTORY     - 1987     MONUMENTED       WI-025
 OM0643
 OM0643                          STATION DESCRIPTION
 OM0643
 OM0643'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0643'THE STATION IS LOCATED 14.4 KM (9.0 MI) WEST OF VERONA, 12.8 KM
 OM0643'(8.0 MI) SOUTHWEST OF CROSS PLAINS, 8.0 KM (5.0 MI) EAST OF BLUE
 OM0643'MOUNDS AND IN THE SUBURB OF MT HOREB.  OWNERSHIP--MATT EGGUM, 309
 OM0643'4TH STREET, MT HOREB WI 53572, PHONE 608-437-3595.
 OM0643'
 OM0643'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND
 OM0643'92 IN MT HOREB, GO SOUTH ON STATE HIGHWAY 92 (EIGHTH STREET) FOR
 OM0643'0.5 KM (0.3 MI) TO GARFIELD STREET.  TURN LEFT AND GO EAST ON
 OM0643'GARFIELD STREET FOR 0.4 KM (0.25 MI) TO PERIMETER ROAD.  TURN RIGHT
 OM0643'ON PERIMETER ROAD AND GO SOUTH TO DEAD END AND 0.2 KM (0.1 MI) INTO
 OM0643'FIELD BEYOND TO THE STATION.
 OM0643'
 OM0643'THE STATION IS A BRASS DANE COUNTY US PUBLIC LAND SURVEY CORNER THAT
 OM0643'IS---UNSTAMPED---, SET IN A ROUND CONCRETE MONUMENT 22 CM IN DIAMETER
 OM0643'AND 30 CM BELOW GROUND SURFACE.  LOCATED 80.5 METERS (264.0 FT)
 OM0643'SOUTHEAST OF A SMALL TREE WITH A 0.9 X 1.2 METER (3.0 X 4.0 FT)
 OM0643'BLOCK OF CONCRETE AT ITS BASE, 53.0 METERS (174.0 FT) EAST OF FIELD
 OM0643'DRAINAGE LINE AND 0.6 METERS (2.0 FT) NORTH OF FIBERGLASS WITNESS
 OM0643'POST.
 OM0643'
 OM0643'DANE COUNTY, WISCONSIN 1987.
 OM0643'
 OM0643'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0643'
 OM0643'DESCRIBED BY D.D. DUNN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5381 ***********************************************************************
 DH5381  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5381  DESIGNATION -  09 162W
 DH5381  PID         -  DH5381
 DH5381  STATE/COUNTY-  WI/MONROE
 DH5381  COUNTRY     -  US
 DH5381  USGS QUAD   -  TOMAH (2018)
 DH5381
 DH5381                         *CURRENT SURVEY CONTROL
 DH5381  ______________________________________________________________________
 DH5381* NAD 83(2011) POSITION- 43 53 05.68879(N) 090 36 43.02529(W)   ADJUSTED
 DH5381* NAD 83(2011) ELLIP HT-   399.645 (meters)        (06/27/12)   ADJUSTED
 DH5381* NAD 83(2011) EPOCH   -  2010.00
 DH5381* NAVD 88 ORTHO HEIGHT -   433.20  (meters)     1421.3   (feet) GPS OBS
 DH5381  ______________________________________________________________________
 DH5381  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5381  GEOID HEIGHT    -        -33.558 (meters)                     GEOID12A
 DH5381  GEOID HEIGHT    -        -33.561 (meters)                     GEOID18
 DH5381  NAD 83(2011) X  -    -49,179.214 (meters)                     COMP
 DH5381  NAD 83(2011) Y  - -4,604,375.379 (meters)                     COMP
 DH5381  NAD 83(2011) Z  -  4,399,161.262 (meters)                     COMP
 DH5381  LAPLACE CORR    -         -5.65  (seconds)                    DEFLEC18
 DH5381
 DH5381  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5381  Standards:
 DH5381         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5381            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5381  -------------------------------------------------------------------
 DH5381  NETWORK    0.27   0.41           0.12   0.10   0.21      0.15344133
 DH5381  -------------------------------------------------------------------
 DH5381  Click here for local accuracies and other accuracy information.
 DH5381
 DH5381.The horizontal coordinates were established by GPS observations
 DH5381.and adjusted by the National Geodetic Survey in June 2012.
 DH5381
 DH5381.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5381.been affixed to the stable North American tectonic plate. See 
 DH5381.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5381
 DH5381.The horizontal coordinates are valid at the epoch date displayed above
 DH5381.which is a decimal equivalence of Year/Month/Day.
 DH5381
 DH5381.The orthometric height was determined by GPS observations and a
 DH5381.high-resolution geoid model using precise GPS observation and
 DH5381.processing techniques.
 DH5381
 DH5381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5381.GEOID18 height accuracy estimate available here.
 DH5381
 DH5381.Click photographs - Photos may exist for this station.
 DH5381
 DH5381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5381
 DH5381.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5381
 DH5381.The ellipsoidal height was determined by GPS observations
 DH5381.and is referenced to NAD 83.
 DH5381
 DH5381. The following values were computed from the NAD 83(2011) position.
 DH5381
 DH5381;                    North         East     Units Scale Factor Converg.
 DH5381;SPC WI S     -   209,580.432   550,824.935   MT  0.99996815   -0 25 13.7
 DH5381;SPC WI S     -   687,598.47  1,807,164.81   sFT  0.99996815   -0 25 13.7
 DH5381;UTM  15      - 4,861,862.652   691,831.613   MT  1.00005263   +1 39 21.3
 DH5381
 DH5381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5381!SPC WI S     -   0.99993734  x   0.99996815  =   0.99990549
 DH5381!UTM  15      -   0.99993734  x   1.00005263  =   0.99998996
 DH5381
 DH5381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9183161862(NAD 83)
 DH5381
 DH5381                          SUPERSEDED SURVEY CONTROL
 DH5381
 DH5381  NAD 83(2007)-  43 53 05.68879(N)    090 36 43.02608(W) AD(2002.00) 0
 DH5381  ELLIP H (02/10/07)  399.678  (m)                       GP(2002.00)    
 DH5381  NAD 83(1997)-  43 53 05.68878(N)    090 36 43.02659(W) AD(       ) 1
 DH5381  ELLIP H (08/01/05)  399.672  (m)                       GP(       ) 2 1
 DH5381  NAVD 88 (07/26/07)  433.22   (m)  GEOID03  model used  GPS OBS        
 DH5381
 DH5381.Superseded values are not recommended for survey control.
 DH5381
 DH5381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5381.See file dsdata.pdf to determine how the superseded data were derived.
 DH5381
 DH5381_MARKER: DD = SURVEY DISK
 DH5381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5381_STAMPING: 09-162W 1997
 DH5381_MARK LOGO: WI-081
 DH5381_PROJECTION: FLUSH
 DH5381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5381+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH5381
 DH5381  HISTORY     - Date     Condition        Report By
 DH5381  HISTORY     - 1997     MONUMENTED       WI-081
 DH5381  HISTORY     - 20030303 GOOD             WIDT
 DH5381  HISTORY     - 20100913 GOOD             WIDT
 DH5381
 DH5381                          STATION DESCRIPTION
 DH5381
 DH5381'DESCRIBED BY WI DEPT OF TRANSP 2003 (SS)
 DH5381'THE STATION IS LOCATED ABOUT 17 KM SOUTHEAST OF SPARTA AND 14 KM
 DH5381'SOUTHWEST OF TOMAH.   OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION
 DH5381'FROM THE JUNCTION OF STATE HIGHWAY  131 WITH COUNTY HIGHWAY A ABOUT 9
 DH5381'KM SOUTH OF THE CITY OF TOMAH, GO WEST ON COUNTY  HIGHWAY A FOR 9.0 KM
 DH5381'TO COUNTY HIGHWAY T ON THE LEFT, TURN LEFT AND GO SOUTH AND THEN  WEST
 DH5381'ON COUNTY HIGHWAY T FOR 2.2 KM TO JEWELL ROAD ON THE LEFT AND THE
 DH5381'STATION ON THE  LEFT.  THE STATION IS A BRONZE MONROE COUNTY GEODETIC
 DH5381'CONTROL MARK DISK SET IN THE TOP  OF A  45-CM DIAMETER ROUND CONCRETE
 DH5381'POST AND IS ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE  STATION IS
 DH5381'11.7 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY T, 9 M WEST OF THE
 DH5381'CENTERLINE OF JEWELL ROAD, 4.8 M WEST OF THE NORTH END OF A CORRUGATED
 DH5381'METAL  CULVERT PIPE, 3.3 M SOUTHWEST OF A METAL POST FOR A --JEWELL
 DH5381'RD--COUNTY T--  SIGN, AND 2.5 M SOUTHEAST OF A TELEPHONE PEDESTAL
 DH5381'--A3 77--.  ---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS
 DH5381'EXTENDING HIGHER THAN 15  DEGREES ABOVE THE HORIZON.
 DH5381
 DH5381                          STATION RECOVERY (2010)
 DH5381
 DH5381'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5381'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.0 M NORTH, 1.0 M
 DH5381'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 DH5381'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5139 ***********************************************************************
 DK5139  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5139  DESIGNATION -  09 181E
 DK5139  PID         -  DK5139
 DK5139  STATE/COUNTY-  WI/MONROE
 DK5139  COUNTRY     -  US
 DK5139  USGS QUAD   -  WYEVILLE (2018)
 DK5139
 DK5139                         *CURRENT SURVEY CONTROL
 DK5139  ______________________________________________________________________
 DK5139* NAD 83(2011) POSITION- 44 03 25.47820(N) 090 22 58.51512(W)   ADJUSTED
 DK5139* NAD 83(2011) ELLIP HT-   247.597 (meters)        (06/27/12)   ADJUSTED
 DK5139* NAD 83(2011) EPOCH   -  2010.00
 DK5139* NAVD 88 ORTHO HEIGHT -   281.88  (meters)      924.8   (feet) GPS OBS
 DK5139  ______________________________________________________________________
 DK5139  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5139  GEOID HEIGHT    -        -34.278 (meters)                     GEOID12A
 DK5139  GEOID HEIGHT    -        -34.277 (meters)                     GEOID18
 DK5139  NAD 83(2011) X  -    -30,684.127 (meters)                     COMP
 DK5139  NAD 83(2011) Y  - -4,591,143.949 (meters)                     COMP
 DK5139  NAD 83(2011) Z  -  4,412,823.654 (meters)                     COMP
 DK5139  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 DK5139
 DK5139  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5139  Standards:
 DK5139         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5139            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5139  -------------------------------------------------------------------
 DK5139  NETWORK    0.47   0.41           0.21   0.17   0.21      0.09243650
 DK5139  -------------------------------------------------------------------
 DK5139  Click here for local accuracies and other accuracy information.
 DK5139
 DK5139.The horizontal coordinates were established by GPS observations
 DK5139.and adjusted by the National Geodetic Survey in June 2012.
 DK5139
 DK5139.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5139.been affixed to the stable North American tectonic plate. See 
 DK5139.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5139
 DK5139.The horizontal coordinates are valid at the epoch date displayed above
 DK5139.which is a decimal equivalence of Year/Month/Day.
 DK5139
 DK5139.The orthometric height was determined by GPS observations and a
 DK5139.high-resolution geoid model using precise GPS observation and
 DK5139.processing techniques.
 DK5139
 DK5139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5139.GEOID18 height accuracy estimate available here.
 DK5139
 DK5139.Click photographs - Photos may exist for this station.
 DK5139
 DK5139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5139
 DK5139.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5139
 DK5139.The ellipsoidal height was determined by GPS observations
 DK5139.and is referenced to NAD 83.
 DK5139
 DK5139. The following values were computed from the NAD 83(2011) position.
 DK5139
 DK5139;                    North         East     Units Scale Factor Converg.
 DK5139;SPC WI S     -   228,599.503   569,317.001   MT  0.99999807   -0 15 47.2
 DK5139;SPC WI S     -   749,996.87  1,867,834.19   sFT  0.99999807   -0 15 47.2
 DK5139;UTM  15      - 4,881,542.571   709,623.246   MT  1.00014047   +1 49 13.8
 DK5139
 DK5139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5139!SPC WI S     -   0.99996118  x   0.99999807  =   0.99995925
 DK5139!UTM  15      -   0.99996118  x   1.00014047  =   1.00010164
 DK5139
 DK5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0962381542(NAD 83)
 DK5139
 DK5139                          SUPERSEDED SURVEY CONTROL
 DK5139
 DK5139  NAD 83(2007)-  44 03 25.47817(N)    090 22 58.51596(W) AD(2002.00) 1
 DK5139  ELLIP H (07/29/08)  247.631  (m)                       GP(2002.00) 3 1
 DK5139  NAVD 88 (07/29/08)  281.86   (m)  GEOID03  model used  GPS OBS        
 DK5139
 DK5139.Superseded values are not recommended for survey control.
 DK5139
 DK5139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5139.See file dsdata.pdf to determine how the superseded data were derived.
 DK5139
 DK5139_MARKER: DD = SURVEY DISK
 DK5139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5139_STAMPING: 09-181E
 DK5139_MARK LOGO: WI-081
 DK5139_PROJECTION: FLUSH
 DK5139_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5139+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 DK5139
 DK5139  HISTORY     - Date     Condition        Report By
 DK5139  HISTORY     - 1997     MONUMENTED       WI-081
 DK5139  HISTORY     - 20060925 GOOD             WIDT
 DK5139
 DK5139                          STATION DESCRIPTION
 DK5139
 DK5139'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5139'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH STATE
 DK5139'HIGHWAY 173 TO THE NORTH AND COUNTY HIGHWAY N TO THE SOUTH ABOUT 5 MI
 DK5139'(8.0 KM) EAST OF THE CITY OF TOMAH, GO NORTH ON STATE HIGHWAY 173 FOR
 DK5139'2.05 MI (3.3 KM) TO DOVE AVENUE ON THE RIGHT, TURN RIGHT AND GO EAST
 DK5139'ON DOVE AVENUE FOR 1.25 MI (2.0 KM) TO COPPER ROAD AND THE STATION ON
 DK5139'THE RIGHT.  THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL
 DK5139'STATION DISK SET IN THE TOP OF A 50-CM (20 INCH) DIAMETER CONCRETE
 DK5139'POST, LOCATED WITHIN A GRASSY TRIANGLE FORMED BY THE JUNCTION OF DOVE
 DK5139'AVENUE WITH COPPER ROAD.  THE STATION IS 7.5 M (24.6 FT) SOUTH OF THE
 DK5139'CENTERLINE OF DOVE ROAD, 21.8 M (71.5 FT) WEST OF A TELEPHONE PEDESTAL
 DK5139'--SE 98 1 19--, 10 M (32.8 FT) WEST OF THE CENTER OF THE EASTERN
 DK5139'COPPER ROAD, 8 M (26.2 FT) EAST OF THE CENTER OF THE WESTERN COPPER
 DK5139'ROAD, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF AN ORANGE
 DK5139'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5139'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT
 DK5139'FOR POWER LINES DIRECTLY OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0934 ***********************************************************************
 NH0934  DESIGNATION -  090
 NH0934  PID         -  NH0934
 NH0934  STATE/COUNTY-  WI/DANE
 NH0934  COUNTRY     -  US
 NH0934  USGS QUAD   -  DALEYVILLE (2018)
 NH0934
 NH0934                         *CURRENT SURVEY CONTROL
 NH0934  ______________________________________________________________________
 NH0934* NAD 83(2011) POSITION- 42 56 40.62994(N) 089 49 45.15502(W)   ADJUSTED
 NH0934* NAD 83(2011) ELLIP HT-   246.914 (meters)        (06/27/12)   ADJUSTED
 NH0934* NAD 83(2011) EPOCH   -  2010.00
 NH0934* NAVD 88 ORTHO HEIGHT -   280.7   (meters)      921.    (feet) VERTCON3
 NH0934  ______________________________________________________________________
 NH0934  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 NH0934  NAD 83(2011) X  -     13,939.423 (meters)                     COMP
 NH0934  NAD 83(2011) Y  - -4,676,306.995 (meters)                     COMP
 NH0934  NAD 83(2011) Z  -  4,323,168.409 (meters)                     COMP
 NH0934  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 NH0934
 NH0934  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NH0934  Standards:
 NH0934         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NH0934            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NH0934  -------------------------------------------------------------------
 NH0934  NETWORK    3.57   3.74           0.93   1.73   1.91     -0.22702830
 NH0934  -------------------------------------------------------------------
 NH0934  Click here for local accuracies and other accuracy information.
 NH0934
 NH0934.The horizontal coordinates were established by GPS observations
 NH0934.and adjusted by the National Geodetic Survey in June 2012.
 NH0934
 NH0934.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NH0934.been affixed to the stable North American tectonic plate. See 
 NH0934.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NH0934
 NH0934.The horizontal coordinates are valid at the epoch date displayed above
 NH0934.which is a decimal equivalence of Year/Month/Day.
 NH0934
 NH0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0934
 NH0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0934.GEOID18 height accuracy estimate available here.
 NH0934
 NH0934.Click photographs - Photos may exist for this station.
 NH0934
 NH0934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0934
 NH0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0934
 NH0934.The ellipsoidal height was determined by GPS observations
 NH0934.and is referenced to NAD 83.
 NH0934
 NH0934. The following values were computed from the NAD 83(2011) position.
 NH0934
 NH0934;                    North         East     Units Scale Factor Converg.
 NH0934;SPC WI S     -   104,952.690   613,938.395   MT  0.99996411   +0 07 02.5
 NH0934;SPC WI S     -   344,332.28  2,014,229.55   sFT  0.99996411   +0 07 02.5
 NH0934;UTM  16      - 4,758,549.086   269,181.908   MT  1.00025547   -1 55 42.1
 NH0934
 NH0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0934!SPC WI S     -   0.99996128  x   0.99996411  =   0.99992539
 NH0934!UTM  16      -   0.99996128  x   1.00025547  =   1.00021674
 NH0934
 NH0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6918158549(NAD 83)
 NH0934
 NH0934                          SUPERSEDED SURVEY CONTROL
 NH0934
 NH0934  NAD 83(2007)-  42 56 40.63002(N)    089 49 45.15594(W) AD(2002.00) 0
 NH0934  ELLIP H (02/10/07)  246.962  (m)                       GP(2002.00)    
 NH0934  NAD 83(1997)-  42 56 40.62985(N)    089 49 45.15614(W) AD(       ) 2
 NH0934  ELLIP H (06/17/02)  246.948  (m)                       GP(       ) 4 1
 NH0934  NAD 83(1991)-  42 56 40.62934(N)    089 49 45.15482(W) AD(       ) 2
 NH0934  ELLIP H (11/21/91)  247.062  (m)                       GP(       ) 4 1
 NH0934  NAD 83(1986)-  42 56 40.62091(N)    089 49 45.15331(W) AD(       ) 2
 NH0934  NAD 27      -  42 56 40.62542(N)    089 49 44.70698(W) AD(       ) 2
 NH0934  NGVD 29 (07/12/88)  280.7    (m)  RAPSU86  model used  GPS OBS        
 NH0934
 NH0934.Superseded values are not recommended for survey control.
 NH0934
 NH0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0934.See file dsdata.pdf to determine how the superseded data were derived.
 NH0934
 NH0934_MARKER: DD = SURVEY DISK
 NH0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0934+STABILITY: SURFACE MOTION
 NH0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0934+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NH0934
 NH0934  HISTORY     - Date     Condition        Report By
 NH0934  HISTORY     - 1987     MONUMENTED       WI-025
 NH0934
 NH0934                          STATION DESCRIPTION
 NH0934
 NH0934'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 NH0934'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 NH0934'SOUTH OF BLUE MOUNDS, 8.0 KM (5.0 MI) SOUTH-SOUTHWEST OF MT HOREB,
 NH0934'AND 3.2 KM (2.0 MI) NORTH-NORTHWEST OF DALEYVILLE.
 NH0934'OWNERSHIP--DANE COUNTY, DEPT OF HIGHWAY AND TRANSPORTATION, 2302
 NH0934'FISH HATCHERY ROAD, MADISON WI 53713, PHONE 608-266-4261.
 NH0934'
 NH0934'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18, 151 AND
 NH0934'COUNTY HIGHWAY E BETWEEN MT HOREB AND BLUE MOUNDS, GO SOUTH AND THEN
 NH0934'SOUTHWESTERLY ON COUNTY HIGHWAY E FOR ABOUT 9.5 KM (5.9 MI) TO THE
 NH0934'INTERSECTION OF COUNTY HIGHWAYS E AND Z.  TURN LEFT AND GO WESTERLY
 NH0934'ON COUNTY HIGHWAY Z FOR 0.2 KM (0.1 MI) TO THE STATION ON THE EDGE
 NH0934'OF COUNTY HIGHWAY Z TO THE RIGHT.
 NH0934'
 NH0934'THE STATION IS A STANDARD WI-025 DISK STAMPED---090 1987---, SET IN
 NH0934'A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER AND RECESSED 12 CM BELOW
 NH0934'GROUND SURFACE.  LOCATED 23.2 METERS (76.0 FT) SOUTH-SOUTEAST OF
 NH0934'TELEPHONE JUNCTION BOX F9B 19, 18.9 METERS (62.0 FT)
 NH0934'SOUTH-SOUTHWEST FROM CENTER OF BARBER ROAD, 18.5 METERS (61.0 FT)
 NH0934'SOUTH OF IRON PIPE WITH SIGNS FOR BARBER ROAD AND COUNTY
 NH0934'HIGHWAY Z, AND
 NH0934'8.5 METERS (28.0 FT) WEST OF CENTERLINE OF COUNTY HIGHWAY Z.
 NH0934'
 NH0934'DANE COUNTY, WISCONSIN 1987.
 NH0934'
 NH0934'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH0934'
 NH0934'DESCRIBED BY K.M. COALTER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1232 ***********************************************************************
 OM1232  DESIGNATION -  092
 OM1232  PID         -  OM1232
 OM1232  STATE/COUNTY-  WI/DANE
 OM1232  COUNTRY     -  US
 OM1232  USGS QUAD   -  COTTAGE GROVE (2018)
 OM1232
 OM1232                         *CURRENT SURVEY CONTROL
 OM1232  ______________________________________________________________________
 OM1232* NAD 83(1991) POSITION- 43 06 02.32401(N) 089 13 46.85733(W)   ADJUSTED
 OM1232* NAD 83(1991) ELLIP HT-   269.604 (meters)        (10/21/99)   ADJUSTED
 OM1232* NAVD 88 ORTHO HEIGHT -   304.1   (meters)      998.    (feet) VERTCON3
 OM1232  ______________________________________________________________________
 OM1232  GEOID HEIGHT    -        -34.497 (meters)                     GEOID18
 OM1232  NAD 83(1991) X  -     62,710.566 (meters)                     COMP
 OM1232  NAD 83(1991) Y  - -4,664,095.935 (meters)                     COMP
 OM1232  NAD 83(1991) Z  -  4,335,856.604 (meters)                     COMP
 OM1232  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 OM1232  HORZ ORDER      -  SECOND
 OM1232  ELLP ORDER      -  FOURTH    CLASS I
 OM1232
 OM1232.The horizontal coordinates were established by GPS observations
 OM1232.and adjusted by the National Geodetic Survey in November 1991.
 OM1232
 OM1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1232
 OM1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1232.GEOID18 height accuracy estimate available here.
 OM1232
 OM1232.Click photographs - Photos may exist for this station.
 OM1232
 OM1232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1232
 OM1232.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1232
 OM1232.The ellipsoidal height was determined by GPS observations
 OM1232.and is referenced to NAD 83.
 OM1232
 OM1232. The following values were computed from the NAD 83(1991) position.
 OM1232
 OM1232;                    North         East     Units Scale Factor Converg.
 OM1232;SPC WI S     -   122,560.700   662,705.546   MT  0.99994624   +0 31 45.4
 OM1232;SPC WI S     -   402,101.23  2,174,226.45   sFT  0.99994624   +0 31 45.4
 OM1232;UTM  16      - 4,774,404.355   318,556.045   MT  1.00000501   -1 31 26.1
 OM1232
 OM1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1232!SPC WI S     -   0.99995772  x   0.99994624  =   0.99990396
 OM1232!UTM  16      -   0.99995772  x   1.00000501  =   0.99996273
 OM1232
 OM1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1855674404(NAD 83)
 OM1232
 OM1232                          SUPERSEDED SURVEY CONTROL
 OM1232
 OM1232  NAD 83(1986)-  43 06 02.31521(N)    089 13 46.86029(W) AD(       ) 2
 OM1232  NAD 27      -  43 06 02.33165(N)    089 13 46.42682(W) AD(       ) 2
 OM1232  NGVD 29 (04/21/89)  304.1    (m)  RAPSU86  model used  GPS OBS        
 OM1232
 OM1232.Superseded values are not recommended for survey control.
 OM1232
 OM1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1232.See file dsdata.pdf to determine how the superseded data were derived.
 OM1232
 OM1232_MARKER: DD = SURVEY DISK
 OM1232_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OM1232+WITH SETTING: INFORMATION.
 OM1232_STAMPING: 092 1987
 OM1232_MARK LOGO: WI-025
 OM1232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1232+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM1232
 OM1232  HISTORY     - Date     Condition        Report By
 OM1232  HISTORY     - 1987     MONUMENTED       NGS
 OM1232  HISTORY     - 19950429 GOOD             USPSQD
 OM1232
 OM1232                          STATION DESCRIPTION
 OM1232
 OM1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OM1232'THE STATION IS ABOUT 9.5 KM (5.90 MI) SOUTH OF SUN PRAIRIE, 4.5 KM
 OM1232'(2.80 MI) EAST OF INTERSTATE HIGHWAY 90, 3.0 KM (1.85 MI) NORTHWEST OF
 OM1232'COTTAGE GROVE AND ON ROAD RIGHT-OF-WAY.  OWNERSHIP--STATE OF
 OM1232'WISCONSIN, CONTACT EUGENE SKAAR, CHAIRMAN, TOWN OF COTTAGE GROVE, 2376
 OM1232'COUNTY ROAD MN, COTTAGE GROVE, WI 53527, PHONE 608-839-4300.
 OM1232'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS BB AND N IN
 OM1232'COTTAGE GROVE, GO WEST ON COUNTY ROAD BB FOR 2.6 KM (1.60 MI) TO BUSS
 OM1232'ROAD.  TURN RIGHT AND GO NORTH ON BUSS ROAD FOR 1.3 KM (0.80 MI) TO A
 OM1232'FIELD ENTRANCE ROAD AND STATION ON THE LEFT.
 OM1232'THE STATION IS A STANDARD WI-025 DISK STAMPED---092 1987---, EPOXIED
 OM1232'TO A STEEL ROD AND SURROUNDED BY CONCRETE.  THE CAP DOES NOT HAVE ANY
 OM1232'AGENCY STAMPED ON IT BUT WAS SET BY DANE COUNTY.  LOCATED 6.0 M
 OM1232'(19.7 FT) WEST FROM CENTER OF BUSS ROAD, 5.9 M (19.4 FT) NORTH FROM
 OM1232'CENTER OF FIELD ROAD AND 3.5 M (11.5 FT) EAST FROM A FIBERGLASS
 OM1232'WITNESS POST.
 OM1232'DANE COUNTY PART II, WI, 1988.
 OM1232'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1232'DESCRIBED BY D.L. ADAMS.
 OM1232
 OM1232                          STATION RECOVERY (1995)
 OM1232
 OM1232'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM1232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0062 ***********************************************************************
 QN0062  DESIGNATION -  1
 QN0062  PID         -  QN0062
 QN0062  STATE/COUNTY-  WI/PRICE
 QN0062  COUNTRY     -  US
 QN0062  USGS QUAD   -  PARK FALLS (2018)
 QN0062
 QN0062                         *CURRENT SURVEY CONTROL
 QN0062  ______________________________________________________________________
 QN0062* NAD 83(1986) POSITION- 45 56 18.     (N) 090 26 41.     (W)   SCALED
 QN0062* NAVD 88 ORTHO HEIGHT -   452.961 (meters)     1486.09  (feet) ADJUSTED
 QN0062  ______________________________________________________________________
 QN0062  GEOID HEIGHT    -        -30.520 (meters)                     GEOID18
 QN0062  DYNAMIC HEIGHT  -        452.952 (meters)     1486.06  (feet) COMP
 QN0062  MODELED GRAVITY -    980,581.9   (mgal)                       NAVD 88
 QN0062
 QN0062  VERT ORDER      -  SECOND    CLASS 0
 QN0062
 QN0062.The horizontal coordinates were scaled from a map and have
 QN0062.an estimated accuracy of +/- 6 seconds.
 QN0062
 QN0062.The orthometric height was determined by differential leveling and
 QN0062.adjusted by the NATIONAL GEODETIC SURVEY
 QN0062.in June 1991.
 QN0062
 QN0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0062.GEOID18 height accuracy estimate available here.
 QN0062
 QN0062.Click photographs - Photos may exist for this station.
 QN0062
 QN0062.The dynamic height is computed by dividing the NAVD 88
 QN0062.geopotential number by the normal gravity value computed on the
 QN0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0062.degrees latitude (g = 980.6199 gals.).
 QN0062
 QN0062.The modeled gravity was interpolated from observed gravity values.
 QN0062
 QN0062;                    North         East    Units  Estimated Accuracy
 QN0062;SPC WI N     -    85,860.      565,510.      MT  (+/- 180 meters Scaled)
 QN0062
 QN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL980903(NAD 83)
 QN0062
 QN0062                          SUPERSEDED SURVEY CONTROL
 QN0062
 QN0062  NGVD 29 (??/??/92)  452.957  (m)         1486.08   (f) ADJ UNCH    2 0
 QN0062
 QN0062.Superseded values are not recommended for survey control.
 QN0062
 QN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0062.See file dsdata.pdf to determine how the superseded data were derived.
 QN0062
 QN0062_MARKER: DD = SURVEY DISK
 QN0062_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QN0062_SP_SET: UNSPECIFIED ROCK
 QN0062_STAMPING: 1
 QN0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0062
 QN0062  HISTORY     - Date     Condition        Report By
 QN0062  HISTORY     - UNK      MONUMENTED       WIRRC
 QN0062  HISTORY     - 1934     GOOD             CGS
 QN0062  HISTORY     - 20030905 MARK NOT FOUND   USPSQD
 QN0062
 QN0062                          STATION DESCRIPTION
 QN0062
 QN0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0062'AT PARK FALLS.
 QN0062'AT PARK FALLS, PRICE COUNTY, AT THE FLAMBEAU PAPER CO. DAM ON
 QN0062'FLAMBEAU RIVER, 32 FEET NORTH AND 66 FEET WEST OF THE NORTHWEST
 QN0062'CORNER OF THE SPILLWAY SECTION, AT THE WATERS EDGE, 6 INCHES SOUTH
 QN0062'OF BENCH MARK (FLAMBEAU PAPER CO.), DESCRIBED ABOVE, AND IN A
 QN0062'ROCK.  A WISCONSIN WATER POWER AND RAILROAD COMMISSION STANDARD
 QN0062'DISK, STAMPED 1.
 QN0062
 QN0062                          STATION RECOVERY (2003)
 QN0062
 QN0062'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0062'NOT FOUND.  THE BEDROCKS IN THE AREA ARE COVERED WITH MOSS AND SOIL.
 QN0062'NOTE--THE STATION IS ON PROPERTY OWNED BY FRASER PAPERS.  PERMISSION
 QN0062'FOR ACCESS MAY BE OBTAINED FROM SECURITY AT THE VISITOR'S ENTRANCE ON
 QN0062'THE NORTH SIDE OF HIGHWAY 182 WEST OF THE RIVER.
 QN0062'TO REACH THE STATION, ENTER GATE 9 ON THE EAST SIDE OF THE RIVER ON
 QN0062'THE NORTH SIDE OF HIGHWAY 182, GO NORTH FOR 0.3 MILE WINDING AMONG THE
 QN0062'BUILDINGS ON A GRAVE DRIVE TO THE DAM AT THE END OF THE DRIVE.  WALK
 QN0062'ACROSS THE DAM TO THE STATION'S POSITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5219 ***********************************************************************
 DK5219  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5219  DESIGNATION -  1 ALBION SW GPS
 DK5219  PID         -  DK5219
 DK5219  STATE/COUNTY-  WI/TREMPEALEAU
 DK5219  COUNTRY     -  US
 DK5219  USGS QUAD   -  STRUM (2018)
 DK5219
 DK5219                         *CURRENT SURVEY CONTROL
 DK5219  ______________________________________________________________________
 DK5219* NAD 83(2011) POSITION- 44 32 18.54662(N) 091 29 43.29593(W)   ADJUSTED
 DK5219* NAD 83(2011) ELLIP HT-   297.076 (meters)        (06/27/12)   ADJUSTED
 DK5219* NAD 83(2011) EPOCH   -  2010.00
 DK5219* NAVD 88 ORTHO HEIGHT -   328.02  (meters)     1076.2   (feet) GPS OBS
 DK5219  ______________________________________________________________________
 DK5219  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5219  GEOID HEIGHT    -        -30.942 (meters)                     GEOID12A
 DK5219  GEOID HEIGHT    -        -30.935 (meters)                     GEOID18
 DK5219  NAD 83(2011) X  -   -118,839.100 (meters)                     COMP
 DK5219  NAD 83(2011) Y  - -4,552,370.607 (meters)                     COMP
 DK5219  NAD 83(2011) Z  -  4,451,145.810 (meters)                     COMP
 DK5219  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 DK5219
 DK5219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5219  Standards:
 DK5219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5219  -------------------------------------------------------------------
 DK5219  NETWORK    0.36   0.35           0.16   0.13   0.18      0.10505828
 DK5219  -------------------------------------------------------------------
 DK5219  Click here for local accuracies and other accuracy information.
 DK5219
 DK5219.The horizontal coordinates were established by GPS observations
 DK5219.and adjusted by the National Geodetic Survey in June 2012.
 DK5219
 DK5219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5219.been affixed to the stable North American tectonic plate. See 
 DK5219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5219
 DK5219.The horizontal coordinates are valid at the epoch date displayed above
 DK5219.which is a decimal equivalence of Year/Month/Day.
 DK5219
 DK5219.The orthometric height was determined by GPS observations and a
 DK5219.high-resolution geoid model using precise GPS observation and
 DK5219.processing techniques.
 DK5219
 DK5219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5219.GEOID18 height accuracy estimate available here.
 DK5219
 DK5219.Click photographs - Photos may exist for this station.
 DK5219
 DK5219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5219
 DK5219.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5219
 DK5219.The ellipsoidal height was determined by GPS observations
 DK5219.and is referenced to NAD 83.
 DK5219
 DK5219. The following values were computed from the NAD 83(2011) position.
 DK5219
 DK5219;                    North         East     Units Scale Factor Converg.
 DK5219;SPC WI C     -    79,449.243   481,164.645   MT  0.99995798   -1 03 18.3
 DK5219;SPC WI C     -   260,659.72  1,578,621.01   sFT  0.99995798   -1 03 18.3
 DK5219;UTM  15      - 4,932,785.043   619,537.028   MT  0.99977572   +1 03 19.7
 DK5219
 DK5219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5219!SPC WI C     -   0.99995342  x   0.99995798  =   0.99991140
 DK5219!UTM  15      -   0.99995342  x   0.99977572  =   0.99972915
 DK5219
 DK5219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1953732785(NAD 83)
 DK5219
 DK5219                          SUPERSEDED SURVEY CONTROL
 DK5219
 DK5219  ELLIP H (01/19/10)  297.108  (m)                       GP(       ) 3 1
 DK5219  NAD 83(2007)-  44 32 18.54677(N)    091 29 43.29674(W) AD(2002.00) 1
 DK5219  ELLIP H (07/29/08)  297.107  (m)                       GP(2002.00) 3 1
 DK5219  NAVD 88 (07/29/08)  328.01   (m)  GEOID03  model used  GPS OBS        
 DK5219
 DK5219.Superseded values are not recommended for survey control.
 DK5219
 DK5219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5219.See file dsdata.pdf to determine how the superseded data were derived.
 DK5219
 DK5219_MARKER: DD = SURVEY DISK
 DK5219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5219_STAMPING: 1 ALBION SW GPS 1995
 DK5219_MARK LOGO: WI-121
 DK5219_PROJECTION: FLUSH
 DK5219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5219+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DK5219
 DK5219  HISTORY     - Date     Condition        Report By
 DK5219  HISTORY     - 1995     MONUMENTED       WI-121
 DK5219  HISTORY     - 20061106 GOOD             WIDT
 DK5219  HISTORY     - 20111019 GOOD             WIDT
 DK5219
 DK5219                          STATION DESCRIPTION
 DK5219
 DK5219'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5219'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (MONDOVI
 DK5219'STREET) WITH STATE HIGHWAY 93 (MAIN STREET) IN THE VILLAGE OF ELEVA,
 DK5219'GO SOUTHERLY ON STATE HIGHWAY 93 (MAIN STREET) FOR 2.15 MI (3.5 KM) TO
 DK5219'COUNTY HIGHWAY V ON THE RIGHT, TURN RIGHT AND GO SOUTHWESTERLY THEN
 DK5219'WEST ON COUNTY HIGHWAY V FOR 1.3 MI (2.1 KM) TO A LEFT CURVE IN THE
 DK5219'HIGHWAY AND SCHMIDT ROAD STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD
 DK5219'(WEST) ON SCHMIDT ROAD FOR 1.1 MI (1.8 KM) TO LARDAHL ROAD ON THE
 DK5219'RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DK5219'TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DK5219'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5219'RIGHT-OF-WAY ABOUT 2 M (6.6 FT) ABOVE THE ROAD PAVEMENT.  THE STATION
 DK5219'IS 18.1 M (59.4 FT) NORTH OF THE CENTERLINE OF SCHMIDT ROAD, 15.5 M
 DK5219'(50.9 FT) EAST OF THE CENTERLINE OF LARDAHL ROAD, AND 1.0 M (3.3 FT)
 DK5219'NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5219'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5219'THAN 15 DEGREES ABOVE THE HORIZON.
 DK5219
 DK5219                          STATION RECOVERY (2011)
 DK5219
 DK5219'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0782 ***********************************************************************
 PN0782  DESIGNATION -  1 CDL
 PN0782  PID         -  PN0782
 PN0782  STATE/COUNTY-  WI/PORTAGE
 PN0782  COUNTRY     -  US
 PN0782  USGS QUAD   -  MEEHAN (2018)
 PN0782
 PN0782                         *CURRENT SURVEY CONTROL
 PN0782  ______________________________________________________________________
 PN0782* NAD 83(1986) POSITION- 44 26 11.0    (N) 089 38 49.4    (W)   HD_HELD2
 PN0782* NAVD 88 ORTHO HEIGHT -   324.731 (meters)     1065.39  (feet) ADJUSTED
 PN0782  ______________________________________________________________________
 PN0782  GEOID HEIGHT    -        -35.677 (meters)                     GEOID18
 PN0782  DYNAMIC HEIGHT  -        324.670 (meters)     1065.19  (feet) COMP
 PN0782  MODELED GRAVITY -    980,420.0   (mgal)                       NAVD 88
 PN0782
 PN0782  VERT ORDER      -  SECOND    CLASS I
 PN0782
 PN0782.The horizontal coordinates were established by autonomous hand held GPS
 PN0782.observations and have an estimated accuracy of +/- 10 meters.
 PN0782
 PN0782.The orthometric height was determined by differential leveling and
 PN0782.adjusted by the WI DEPT OF TRANSP
 PN0782.in May 2012.
 PN0782
 PN0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0782.GEOID18 height accuracy estimate available here.
 PN0782
 PN0782.Click photographs - Photos may exist for this station.
 PN0782
 PN0782.The dynamic height is computed by dividing the NAVD 88
 PN0782.geopotential number by the normal gravity value computed on the
 PN0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0782.degrees latitude (g = 980.6199 gals.).
 PN0782
 PN0782.The modeled gravity was interpolated from observed gravity values.
 PN0782
 PN0782;                    North         East    Units  Estimated Accuracy
 PN0782;SPC WI C     -    67,071.      628,099.      MT  (+/- 10 meters HH2 GPS)
 PN0782
 PN0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8933423751(NAD 83)
 PN0782
 PN0782                          SUPERSEDED SURVEY CONTROL
 PN0782
 PN0782  NAVD 88 (04/20/07)  324.705  (m)         1065.30   (f) SUPERSEDED  2 1
 PN0782  NAVD 88 (06/15/91)  324.716  (m)         1065.34   (f) SUPERSEDED  1 2
 PN0782
 PN0782.Superseded values are not recommended for survey control.
 PN0782
 PN0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0782.See file dsdata.pdf to determine how the superseded data were derived.
 PN0782
 PN0782_MARKER: DB = BENCH MARK DISK
 PN0782_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0782_STAMPING: 1 CDL 1969
 PN0782_MARK LOGO: USGS
 PN0782_PROJECTION: RECESSED 10 CENTIMETERS
 PN0782_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0782+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2016
 PN0782_ROD/PIPE-DEPTH: 3.1 meters
 PN0782
 PN0782  HISTORY     - Date     Condition        Report By
 PN0782  HISTORY     - 1969     MONUMENTED       USGS
 PN0782  HISTORY     - 1985     GOOD             NGS
 PN0782  HISTORY     - 20021207 GOOD             USPSQD
 PN0782  HISTORY     - 20030211 GOOD             WIDT
 PN0782  HISTORY     - 20040330 GOOD             USPSQD
 PN0782  HISTORY     - 20101011 GOOD             WIDT
 PN0782  HISTORY     - 20161008 GOOD             USPSQD
 PN0782
 PN0782                          STATION DESCRIPTION
 PN0782
 PN0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0782'15.0 KM (9.3 MI) EAST FROM WISCONSIN RAPIDS.
 PN0782'15.0 KM (9.3 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0782'WITH NORTH EIGHTH STREET IN WISCONSIN RAPIDS, 66.2 M (217.2 FT)
 PN0782'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.4 M (47.2 FT) NORTHWEST
 PN0782'OF THE CENTERLINE OF COUNTY ROAD F, 12.9 M (42.3 FT) SOUTHEAST OF THE
 PN0782'NEAR RAIL OF THE GREEN BAY AND WESTERN RAILRIAD, AND 1.6 M (5.2 FT)
 PN0782'SOUTHEAST OF UTILITY POLE NUMBER 81.
 PN0782'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PN0782'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PN0782
 PN0782                          STATION RECOVERY (2002)
 PN0782
 PN0782'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0782'RECOVERED IN GOOD CONDITION. THE UTILITY POLE DESCRIBED IN 1985 NO
 PN0782'LONGER EXISTS. ADD--20 FEET SOUTH-SOUTHEAST OF A RAILROAD CROSSING
 PN0782'SIGNAL, 2.5 FEET WEST OF UTILITY POLE NO. 2308, 2 INCHES BELOW GROUND
 PN0782'LEVEL, 1 FOOT WEST OF AN ORANGE WITNESS POST.
 PN0782
 PN0782                          STATION RECOVERY (2003)
 PN0782
 PN0782'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0782'OWNERSHIP--GREEN BAY AND WESTERN RAILROAD.  TO REACH THE STATION FROM
 PN0782'THE JUNCTION OF STATE HIGHWAY 54 WEST, COUNTY HIGHWAY B EAST, AND
 PN0782'BUSINESS HIGHWAY 51 NORTH IN THE VILLAGE OF PLOVER, GO WEST ON HIGHWAY
 PN0782'54 FOR 4.2 MI (6.76 KM) TO FOREST LAKE DRIVE NORTH, CONTINUE WEST ON
 PN0782'HIGHWAY 54 FOR 1.1 MI (1.77 KM) TO COUNTY HIGHWAY F, TURN LEFT AND GO
 PN0782'SOUTH ON COUNTY HIGHWAY F FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 PN0782'LEFT.  ---NOTE---THIS STATION IS A BRONZE US GEOLOGICAL SURVEY MARK
 PN0782'DISK ABOUT 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 9.7 M
 PN0782'(31.8 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY F, 50.3 M
 PN0782'(165.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 54, 13.7 M
 PN0782'(44.9 FT) SOUTH OF THE CENTERLINE OF MEEHAN ROAD, 12.9 M (42.3 FT)
 PN0782'SOUTHEAST OF THE SOUTH RAIL, 5.5 M (18.0 FT) NORTHWEST OF TELEPHONE
 PN0782'PEDESTAL, AND 0.6 M (2.0 FT) WEST OF AN ORANGE PLASTIC WITNESS POST.
 PN0782'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE
 PN0782'POWERPOLE TO THE EAST AND WEST EXTENDING TO 80 AND 40 DEGREES
 PN0782'RESPECTIVELY.
 PN0782
 PN0782                          STATION RECOVERY (2004)
 PN0782
 PN0782'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0782'RECOVERED IN GOOD CONDITION.
 PN0782
 PN0782                          STATION RECOVERY (2010)
 PN0782
 PN0782'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PN0782'RECOVERED IN GOOD CONDITION.  CORRECTIONS TO THE 2003 RECOVERY
 PN0782'NOTE---THE STATION IS 9.7 M EAST (NOT SOUTHEAST) OF COUNTY HIGHWAY F,
 PN0782'13.7 M NORTH (NOT SOUTH) OF THE CENTERLINE OF MEEHAN DRIVE, AND 0.2 M
 PN0782'WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 PN0782
 PN0782                          STATION RECOVERY (2016)
 PN0782
 PN0782'RECOVERY NOTE BY US POWER SQUADRON 2016 (WD)
 PN0782'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0465 ***********************************************************************
 PO0465  DESIGNATION -  1 FG
 PO0465  PID         -  PO0465
 PO0465  STATE/COUNTY-  WI/MONROE
 PO0465  COUNTRY     -  US
 PO0465  USGS QUAD   -  ALDERWOOD LAKE (2018)
 PO0465
 PO0465                         *CURRENT SURVEY CONTROL
 PO0465  ______________________________________________________________________
 PO0465* NAD 83(1986) POSITION- 44 00 26.10   (N) 090 39 08.51   (W)   HD_HELD1
 PO0465* NAVD 88 ORTHO HEIGHT -   275.391 (meters)      903.51  (feet) ADJUSTED
 PO0465  ______________________________________________________________________
 PO0465  GEOID HEIGHT    -        -33.567 (meters)                     GEOID18
 PO0465  DYNAMIC HEIGHT  -        275.336 (meters)      903.33  (feet) COMP
 PO0465  MODELED GRAVITY -    980,411.5   (mgal)                       NAVD 88
 PO0465
 PO0465  VERT ORDER      -  FIRST     CLASS II
 PO0465
 PO0465.The horizontal coordinates were determined by differentially corrected
 PO0465.hand held GPS observations or other comparable positioning techniques
 PO0465.and have an estimated accuracy of +/- 3 meters.
 PO0465
 PO0465.The orthometric height was determined by differential leveling and
 PO0465.adjusted by the NATIONAL GEODETIC SURVEY
 PO0465.in June 1991.
 PO0465
 PO0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0465.GEOID18 height accuracy estimate available here.
 PO0465
 PO0465.Click photographs - Photos may exist for this station.
 PO0465
 PO0465.The dynamic height is computed by dividing the NAVD 88
 PO0465.geopotential number by the normal gravity value computed on the
 PO0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0465.degrees latitude (g = 980.6199 gals.).
 PO0465
 PO0465.The modeled gravity was interpolated from observed gravity values.
 PO0465
 PO0465;                    North         East    Units  Estimated Accuracy
 PO0465;SPC WI S     -   223,197.3     547,683.9     MT  (+/- 3 meters HH1 GPS) 
 PO0465
 PO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8819875357(NAD 83)
 PO0465
 PO0465                          SUPERSEDED SURVEY CONTROL
 PO0465
 PO0465.No superseded survey control is available for this station.
 PO0465
 PO0465_MARKER: DB = BENCH MARK DISK
 PO0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0465_STAMPING: 1 FG 1946 904
 PO0465_MARK LOGO: USGS
 PO0465_PROJECTION: PROJECTING 5 CENTIMETERS
 PO0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0465+STABILITY: SURFACE MOTION
 PO0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0465+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 PO0465
 PO0465  HISTORY     - Date     Condition        Report By
 PO0465  HISTORY     - 1946     MONUMENTED       USGS
 PO0465  HISTORY     - 1985     GOOD             NGS
 PO0465  HISTORY     - 20030519 GOOD             USPSQD
 PO0465  HISTORY     - 20040729 GOOD             USA
 PO0465
 PO0465                          STATION DESCRIPTION
 PO0465
 PO0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0465'17.0 KM (10.55 MI) EAST FROM SPARTA.
 PO0465'17.0 KM (10.55 MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 PO0465'WITH STATE HIGHWAY 16 IN SPARTA, 13.7 M (44.9 FT) SOUTH OF THE
 PO0465'CENTERLINE OF THE HIGHWAY, AND 10.8 M (35.4 FT) EAST OF THE EXTENDED
 PO0465'CENTER OF A ROAD LEADING NORTH TO FORT MCCOY.
 PO0465'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 PO0465'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PO0465
 PO0465                          STATION RECOVERY (2003)
 PO0465
 PO0465'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PO0465'RECOVERED IN GOOD CONDITION.  NOTE- THE ENTRANCE TO FORT MCCOY IS GATE
 PO0465'14.  THE STATION PROJECTS 4.5 INCHES ABOVE GROUND LEVEL AND IS 1 FOOT
 PO0465'NORTH OF A WHITE METAL WITNESS POST.  TREES TO THE SOUTHEAST OBSTRUCT
 PO0465'SATELLITE OBSERVATIONS.
 PO0465
 PO0465                          STATION RECOVERY (2004)
 PO0465
 PO0465'RECOVERY NOTE BY US ARMY 2004 (TWH)
 PO0465'STAMPING 1 FG 1946 RESET 1994, 196.5 FT SOUTH OF HIGHWAY CENTERLINE,
 PO0465'80 FT EAST OF GRAVEL ROAD CENTER, 1 FT NORTH OF WHITE METAL WITNESS
 PO0465'POST, MONUMENT WAS RESET DUE TO ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8673 ***********************************************************************
 DH8673  DESIGNATION -  1 FG RESET
 DH8673  PID         -  DH8673
 DH8673  STATE/COUNTY-  WI/MONROE
 DH8673  COUNTRY     -  US
 DH8673  USGS QUAD   -  ALDERWOOD LAKE (2018)
 DH8673
 DH8673                         *CURRENT SURVEY CONTROL
 DH8673  ______________________________________________________________________
 DH8673* NAD 83(1986) POSITION- 44 00 24.65   (N) 090 39 07.85   (W)   HD_HELD1
 DH8673* NAVD 88 ORTHO HEIGHT -   275.748 (meters)      904.68  (feet) ADJUSTED
 DH8673  ______________________________________________________________________
 DH8673  GEOID HEIGHT    -        -33.567 (meters)                     GEOID18
 DH8673  DYNAMIC HEIGHT  -        275.693 (meters)      904.50  (feet) COMP
 DH8673  MODELED GRAVITY -    980,411.3   (mgal)                       NAVD 88
 DH8673
 DH8673  VERT ORDER      -  SECOND    CLASS I
 DH8673
 DH8673.The horizontal coordinates were determined by differentially corrected
 DH8673.hand held GPS observations or other comparable positioning techniques
 DH8673.and have an estimated accuracy of +/- 3 meters.
 DH8673
 DH8673.The orthometric height was determined by differential leveling and
 DH8673.adjusted by the WI DEPT OF TRANSP
 DH8673.in May 2012.
 DH8673
 DH8673.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8673.GEOID18 height accuracy estimate available here.
 DH8673
 DH8673.Click photographs - Photos may exist for this station.
 DH8673
 DH8673.The dynamic height is computed by dividing the NAVD 88
 DH8673.geopotential number by the normal gravity value computed on the
 DH8673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8673.degrees latitude (g = 980.6199 gals.).
 DH8673
 DH8673.The modeled gravity was interpolated from observed gravity values.
 DH8673
 DH8673;                    North         East    Units  Estimated Accuracy
 DH8673;SPC WI S     -   223,152.4     547,698.2     MT  (+/- 3 meters HH1 GPS) 
 DH8673
 DH8673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8821475313(NAD 83)
 DH8673
 DH8673                          SUPERSEDED SURVEY CONTROL
 DH8673
 DH8673  NAVD 88 (04/20/07)  275.736  (m)          904.64   (f) SUPERSEDED  2 1
 DH8673
 DH8673.Superseded values are not recommended for survey control.
 DH8673
 DH8673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8673.See file dsdata.pdf to determine how the superseded data were derived.
 DH8673
 DH8673_MARKER: DB = BENCH MARK DISK
 DH8673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8673_STAMPING: 1 FG RESET 1946 1994
 DH8673_MARK LOGO: USGS
 DH8673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8673+STABILITY: SURFACE MOTION
 DH8673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8673+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2010
 DH8673
 DH8673  HISTORY     - Date     Condition        Report By
 DH8673  HISTORY     - 1994     MONUMENTED       USGS
 DH8673  HISTORY     - 20031009 GOOD             WIDT
 DH8673  HISTORY     - 20100908 GOOD             WIDT
 DH8673
 DH8673                          STATION DESCRIPTION
 DH8673
 DH8673'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH8673'OWNERSHIP--US GOVERNMENT.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8673'STATE HIGHWAY 21 WITH COUNTY HIGHWAY BB ABOUT 6 MI (9.66 KM) NORTHEAST
 DH8673'OF THE CITY OF SPARTA, GO NORTHEAST ON STATE HIGHWAY 21 FOR 3.5 MI
 DH8673'(5.63 KM) TO A GRAVE ROAD AT THE AMMO CONVEY ROUTE OF FORT MCCOY AND
 DH8673'THE STATION ON THE RIGHT.  THE STATION IS AN ALUMINUM US GEOLOGICAL
 DH8673'SURVEY BENCH MARK DISK SET IN THE TOP OF A 15-CM ROUND CONCRETE POST.
 DH8673'THE STATION IS 59.8 M (196.2 FT) SOUTH OF THE CENTERLINE OF STATE
 DH8673'HIGHWAY 21, 46.9 M (153.9 FT) SOUTHEAST OF A WOOD POST FOR A --STOP--
 DH8673'SIGN, 25 M (82.0 FT) EAST OF THE CENTERLINE OF A GRAVEL ROAD AND 0.2 M
 DH8673'(0.7 FT) NORTH OF A STEEL WITNESS POST.  ---NOTE---THIS STATION IS NOT
 DH8673'SUITABLE FOR GPS OBSERVATION DUE TO THE TREES EXTENDING TO MORE THAN
 DH8673'25 DEGREES ABOVE THE HORIZON IN ALL QUADRANTS.
 DH8673
 DH8673                          STATION RECOVERY (2010)
 DH8673
 DH8673'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8673'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M EAST OF A
 DH8673'WHITE PLASTIC WITNESS POST AND 0.2 M NORTH OF A STEEL WITNESS POST.
 DH8673'NOTE---THE MONUMENT PROJECTS 12 CM ABOVE GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5401 ***********************************************************************
 DH5401  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5401  DESIGNATION -  10 164W
 DH5401  PID         -  DH5401
 DH5401  STATE/COUNTY-  WI/MONROE
 DH5401  COUNTRY     -  US
 DH5401  USGS QUAD   -  SPARTA (2018)
 DH5401
 DH5401                         *CURRENT SURVEY CONTROL
 DH5401  ______________________________________________________________________
 DH5401* NAD 83(2011) POSITION- 43 53 06.60057(N) 090 50 06.57226(W)   ADJUSTED
 DH5401* NAD 83(2011) ELLIP HT-   206.748 (meters)        (06/27/12)   ADJUSTED
 DH5401* NAD 83(2011) EPOCH   -  2010.00
 DH5401* NAVD 88 ORTHO HEIGHT -   239.79  (meters)      786.7   (feet) GPS OBS
 DH5401  ______________________________________________________________________
 DH5401  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5401  GEOID HEIGHT    -        -33.042 (meters)                     GEOID12A
 DH5401  GEOID HEIGHT    -        -33.040 (meters)                     GEOID18
 DH5401  NAD 83(2011) X  -    -67,113.776 (meters)                     COMP
 DH5401  NAD 83(2011) Y  - -4,603,990.334 (meters)                     COMP
 DH5401  NAD 83(2011) Z  -  4,399,047.826 (meters)                     COMP
 DH5401  LAPLACE CORR    -         -8.14  (seconds)                    DEFLEC18
 DH5401
 DH5401  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5401  Standards:
 DH5401         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5401            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5401  -------------------------------------------------------------------
 DH5401  NETWORK    0.55   0.90           0.25   0.19   0.46     -0.00896032
 DH5401  -------------------------------------------------------------------
 DH5401  Click here for local accuracies and other accuracy information.
 DH5401
 DH5401.The horizontal coordinates were established by GPS observations
 DH5401.and adjusted by the National Geodetic Survey in June 2012.
 DH5401
 DH5401.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5401.been affixed to the stable North American tectonic plate. See 
 DH5401.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5401
 DH5401.The horizontal coordinates are valid at the epoch date displayed above
 DH5401.which is a decimal equivalence of Year/Month/Day.
 DH5401
 DH5401.The orthometric height was determined by GPS observations and a
 DH5401.high-resolution geoid model using precise GPS observation and
 DH5401.processing techniques.
 DH5401
 DH5401.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5401.GEOID18 height accuracy estimate available here.
 DH5401
 DH5401.Click photographs - Photos may exist for this station.
 DH5401
 DH5401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5401
 DH5401.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5401
 DH5401.The ellipsoidal height was determined by GPS observations
 DH5401.and is referenced to NAD 83.
 DH5401
 DH5401. The following values were computed from the NAD 83(2011) position.
 DH5401
 DH5401;                    North         East     Units Scale Factor Converg.
 DH5401;SPC WI S     -   209,764.205   532,889.276   MT  0.99996818   -0 34 25.8
 DH5401;SPC WI S     -   688,201.40  1,748,320.90   sFT  0.99996818   -0 34 25.8
 DH5401;UTM  15      - 4,861,396.671   673,900.288   MT  0.99997196   +1 30 03.9
 DH5401
 DH5401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5401!SPC WI S     -   0.99996758  x   0.99996818  =   0.99993576
 DH5401!UTM  15      -   0.99996758  x   0.99997196  =   0.99993954
 DH5401
 DH5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7390061396(NAD 83)
 DH5401
 DH5401                          SUPERSEDED SURVEY CONTROL
 DH5401
 DH5401  NAD 83(2007)-  43 53 06.60058(N)    090 50 06.57304(W) AD(2002.00) 0
 DH5401  ELLIP H (02/10/07)  206.779  (m)                       GP(2002.00)    
 DH5401  NAD 83(1997)-  43 53 06.60054(N)    090 50 06.57352(W) AD(       ) 1
 DH5401  ELLIP H (08/01/05)  206.771  (m)                       GP(       ) 2 1
 DH5401  NAVD 88 (07/26/07)  239.79   (m)  GEOID03  model used  GPS OBS        
 DH5401
 DH5401.Superseded values are not recommended for survey control.
 DH5401
 DH5401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5401.See file dsdata.pdf to determine how the superseded data were derived.
 DH5401
 DH5401_MARKER: DD = SURVEY DISK
 DH5401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5401_STAMPING: 10-164W 1996
 DH5401_MARK LOGO: WI-081
 DH5401_PROJECTION: FLUSH
 DH5401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5401+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH5401
 DH5401  HISTORY     - Date     Condition        Report By
 DH5401  HISTORY     - 1996     MONUMENTED       WI-081
 DH5401  HISTORY     - 20030226 GOOD             WIDT
 DH5401  HISTORY     - 20100831 GOOD             WIDT
 DH5401  HISTORY     - 20160627 GOOD             WIDT
 DH5401
 DH5401                          STATION DESCRIPTION
 DH5401
 DH5401'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5401'OWNERSHIP--TOWNSHIP OF LEON.  TO REACH THE STATION FROM THE JUNCTION
 DH5401'OF STATE HIGHWAY  16 WITH STATE HIGHWAY 27 AT THE INTERSECTION OF
 DH5401'WISCONSIN AVENUE WITH BLACK RIVER  STREET IN THE CITY OF SPARTA, GO
 DH5401'SOUTH ON STATE HIGHWAY 27 (BLACK RIVER STREET) FOR 3.8 MI  TO JAGUAR
 DH5401'ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON JAGUAR ROAD FOR 0.2 MI TO
 DH5401'THE  STATION ON THE LEFT.  THE STATION IS A BRONZE MONROE COUNTY
 DH5401'GEODETIC CONTROL MARKER  DISK SET IN THE TOP OF A 40-CM DIAMETER
 DH5401'CONCRETE POST ABOUT LEVEL WITH THE ROAD  PAVEMENT.  THE STATION IS 7.4
 DH5401'M SOUTH OF THE CENTERLINE OF JAGUAR ROAD, 47.2 M WEST OF  POWERPOLE
 DH5401'--6FI OE 7-- , 1.0 M SOUTH, NORTHWEST, AND NORTHEAST OF THREE ORANGE
 DH5401'4X4  PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5401'OBSTRUCTIONS EXTENDING  HIGHER THAN 15 DEGREES EXCEPT FOR POWERLINES
 DH5401'DIRECTLY OVERHEAD.
 DH5401
 DH5401                          STATION RECOVERY (2010)
 DH5401
 DH5401'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5401'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 13.9 M SOUTH OF
 DH5401'TELEPHONE PEDESTAL --NOLN 5200 2--.  NOTE---THE MONUMENT PROJECTS 7 CM
 DH5401'ABOVE GROUND LEVEL.
 DH5401
 DH5401                          STATION RECOVERY (2016)
 DH5401
 DH5401'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5401'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5155 ***********************************************************************
 DK5155  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5155  DESIGNATION -  10 194W
 DK5155  PID         -  DK5155
 DK5155  STATE/COUNTY-  WI/MONROE
 DK5155  COUNTRY     -  US
 DK5155  USGS QUAD   -  SHAMROCK (2018)
 DK5155
 DK5155                         *CURRENT SURVEY CONTROL
 DK5155  ______________________________________________________________________
 DK5155* NAD 83(2011) POSITION- 44 07 47.90499(N) 090 51 06.26958(W)   ADJUSTED
 DK5155* NAD 83(2011) ELLIP HT-   242.526 (meters)        (06/27/12)   ADJUSTED
 DK5155* NAD 83(2011) EPOCH   -  2010.00
 DK5155* NAVD 88 ORTHO HEIGHT -   275.51  (meters)      903.9   (feet) GPS OBS
 DK5155  ______________________________________________________________________
 DK5155  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5155  GEOID HEIGHT    -        -32.980 (meters)                     GEOID12A
 DK5155  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 DK5155  NAD 83(2011) X  -    -68,165.715 (meters)                     COMP
 DK5155  NAD 83(2011) Y  - -4,585,099.849 (meters)                     COMP
 DK5155  NAD 83(2011) Z  -  4,418,637.671 (meters)                     COMP
 DK5155  LAPLACE CORR    -         -7.67  (seconds)                    DEFLEC18
 DK5155
 DK5155  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5155  Standards:
 DK5155         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5155            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5155  -------------------------------------------------------------------
 DK5155  NETWORK    0.33   0.31           0.15   0.12   0.16      0.11123032
 DK5155  -------------------------------------------------------------------
 DK5155  Click here for local accuracies and other accuracy information.
 DK5155
 DK5155.The horizontal coordinates were established by GPS observations
 DK5155.and adjusted by the National Geodetic Survey in June 2012.
 DK5155
 DK5155.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5155.been affixed to the stable North American tectonic plate. See 
 DK5155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5155
 DK5155.The horizontal coordinates are valid at the epoch date displayed above
 DK5155.which is a decimal equivalence of Year/Month/Day.
 DK5155
 DK5155.The orthometric height was determined by GPS observations and a
 DK5155.high-resolution geoid model using precise GPS observation and
 DK5155.processing techniques.
 DK5155
 DK5155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5155.GEOID18 height accuracy estimate available here.
 DK5155
 DK5155.Click photographs - Photos may exist for this station.
 DK5155
 DK5155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5155
 DK5155.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5155
 DK5155.The ellipsoidal height was determined by GPS observations
 DK5155.and is referenced to NAD 83.
 DK5155
 DK5155. The following values were computed from the NAD 83(2011) position.
 DK5155
 DK5155;                    North         East     Units Scale Factor Converg.
 DK5155;SPC WI S     -   236,977.040   531,834.629   MT  1.00001347   -0 35 06.8
 DK5155;SPC WI S     -   777,482.17  1,744,860.78   sFT  1.00001347   -0 35 06.8
 DK5155;UTM  15      - 4,888,552.773   671,859.559   MT  0.99996326   +1 29 46.2
 DK5155
 DK5155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5155!SPC WI S     -   0.99996197  x   1.00001347  =   0.99997544
 DK5155!UTM  15      -   0.99996197  x   0.99996326  =   0.99992523
 DK5155
 DK5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7185988552(NAD 83)
 DK5155
 DK5155                          SUPERSEDED SURVEY CONTROL
 DK5155
 DK5155  NAD 83(2007)-  44 07 47.90500(N)    090 51 06.27045(W) AD(2002.00) 1
 DK5155  ELLIP H (07/29/08)  242.556  (m)                       GP(2002.00) 3 1
 DK5155  NAVD 88 (07/29/08)  275.49   (m)  GEOID03  model used  GPS OBS        
 DK5155
 DK5155.Superseded values are not recommended for survey control.
 DK5155
 DK5155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5155.See file dsdata.pdf to determine how the superseded data were derived.
 DK5155
 DK5155_MARKER: DD = SURVEY DISK
 DK5155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5155_STAMPING: 10-194W 1996
 DK5155_MARK LOGO: WI-081
 DK5155_PROJECTION: FLUSH
 DK5155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5155+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 DK5155
 DK5155  HISTORY     - Date     Condition        Report By
 DK5155  HISTORY     - 1996     MONUMENTED       WI-081
 DK5155  HISTORY     - 20061003 GOOD             WIDT
 DK5155  HISTORY     - 20100830 GOOD             WIDT
 DK5155
 DK5155                          STATION DESCRIPTION
 DK5155
 DK5155'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5155'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DK5155'HIGHWAY I TO THE EAST AND CASPER AVENUE TO THE WEST IN THE COMMUNITY
 DK5155'OF CATARACT ABOUT 11 MI (17.7 KM) NORTH OF THE CITY OF SPARTA, GO
 DK5155'NORTH ON STATE HIGHWAY 27 FOR 2.3 MI (3.7 KM) TO ACORN AVENUE ON THE
 DK5155'LEFT, TURN LEFT AND GO WEST THEN NORTH ON ACORN AVENUE FOR 1.2 MI (1.9
 DK5155'KM) TO THE JUNCTION OF ACORN AVENUE TO THE WEST (ON THE LEFT) WITH
 DK5155'AARON AVENUE TO THE NORTH (STRAIGHT AHEAD), CONTINUE NORTH ON AARON
 DK5155'AVENUE FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.  THE STATION
 DK5155'IS A BRONZE MONROE COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP
 DK5155'OF A 40-CM (16 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5155'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.9 M
 DK5155'(22.6 FT) EAST OF THE CENTERLINE OF AARON AVENUE, 6 M (19.7 FT) NORTH
 DK5155'OF A PRIVATE ENTRANCE --7470--, 4.6 M (15.1 FT) SOUTH OF A POWER POLE,
 DK5155'4.1 M (13.5 FT) SOUTH OF A TELEPHONE PEDESTAL --ACRN 3600 4--, 1.3 M
 DK5155'(4.3 FT) SOUTH OF A METAL WITNESS POST, 1.2 M (3.9 FT) NORTH OF A
 DK5155'METAL WITNESS POST, AND 0.4 M (1.3 FT) WEST OF A GREEN METAL WITNESS
 DK5155'POST WITH A YELLOW PLAQUE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5155'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DK5155'FOR THE REFERENCED POWER POLE EXTENDING TO 50 DEGREES ABOVE THE
 DK5155'HORIZON AND A NORTH-SOUTH 4-WIRE POWER LINE DIRECTLY ABOVE THE
 DK5155'STATION.
 DK5155
 DK5155                          STATION RECOVERY (2010)
 DK5155
 DK5155'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0342 ***********************************************************************
 QN0342  DESIGNATION -  10 DWB
 QN0342  PID         -  QN0342
 QN0342  STATE/COUNTY-  WI/SAWYER
 QN0342  COUNTRY     -  US
 QN0342  USGS QUAD   -  BEAN LAKE (2019)
 QN0342
 QN0342                         *CURRENT SURVEY CONTROL
 QN0342  ______________________________________________________________________
 QN0342* NAD 83(1986) POSITION- 45 53 05.01   (N) 091 30 04.50   (W)   HD_HELD1
 QN0342* NAVD 88 ORTHO HEIGHT -   412.083 (meters)     1351.98  (feet) ADJUSTED
 QN0342  ______________________________________________________________________
 QN0342  GEOID HEIGHT    -        -29.329 (meters)                     GEOID18
 QN0342  DYNAMIC HEIGHT  -        412.070 (meters)     1351.93  (feet) COMP
 QN0342  MODELED GRAVITY -    980,570.8   (mgal)                       NAVD 88
 QN0342
 QN0342  VERT ORDER      -  FIRST     CLASS II
 QN0342
 QN0342.The horizontal coordinates were determined by differentially corrected
 QN0342.hand held GPS observations or other comparable positioning techniques
 QN0342.and have an estimated accuracy of +/- 3 meters.
 QN0342
 QN0342.The orthometric height was determined by differential leveling and
 QN0342.adjusted by the NATIONAL GEODETIC SURVEY
 QN0342.in June 1991.
 QN0342
 QN0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0342.GEOID18 height accuracy estimate available here.
 QN0342
 QN0342.Click photographs - Photos may exist for this station.
 QN0342
 QN0342.The dynamic height is computed by dividing the NAVD 88
 QN0342.geopotential number by the normal gravity value computed on the
 QN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0342.degrees latitude (g = 980.6199 gals.).
 QN0342
 QN0342.The modeled gravity was interpolated from observed gravity values.
 QN0342
 QN0342;                    North         East    Units  Estimated Accuracy
 QN0342;SPC WI N     -    80,908.8     483,478.9     MT  (+/- 3 meters HH1 GPS) 
 QN0342
 QN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1629282331(NAD 83)
 QN0342
 QN0342                          SUPERSEDED SURVEY CONTROL
 QN0342
 QN0342.No superseded survey control is available for this station.
 QN0342
 QN0342_MARKER: DB = BENCH MARK DISK
 QN0342_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QN0342_STAMPING: 10 DWB 1971
 QN0342_MARK LOGO: USGS
 QN0342_PROJECTION: PROJECTING 15 CENTIMETERS
 QN0342_MAGNETIC: I = MARKER IS A STEEL ROD
 QN0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0342
 QN0342  HISTORY     - Date     Condition        Report By
 QN0342  HISTORY     - 1971     MONUMENTED       USGS
 QN0342  HISTORY     - 1979     GOOD             NGS
 QN0342
 QN0342                          STATION DESCRIPTION
 QN0342
 QN0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0342'8.75 MI SOUTH FROM HAYWARD.
 QN0342'8.75 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF U.S.
 QN0342'HIGHWAY 63 IN HAYWARD, AT THE JUNCTION OF RING ROAD, 46.0 FT. EAST OF
 QN0342'THE CENTERLINE OF THE HIGHWAY, 92.0 FT. NORTH OF THE CENTERLINE OF THE
 QN0342'ROAD, 3.0 FT. WEST OF A FENCE, 11.0 FT. SOUTHEAST OF A 48-INCH OAK
 QN0342'TREE.
 QN0342'THE MARK IS 2 FT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5222 ***********************************************************************
 DK5222  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5222  DESIGNATION -  10 HALE W GPS
 DK5222  PID         -  DK5222
 DK5222  STATE/COUNTY-  WI/TREMPEALEAU
 DK5222  COUNTRY     -  US
 DK5222  USGS QUAD   -  PLEASANTVILLE (2018)
 DK5222
 DK5222                         *CURRENT SURVEY CONTROL
 DK5222  ______________________________________________________________________
 DK5222* NAD 83(2011) POSITION- 44 27 51.71518(N) 091 19 51.46467(W)   ADJUSTED
 DK5222* NAD 83(2011) ELLIP HT-   310.468 (meters)        (06/27/12)   ADJUSTED
 DK5222* NAD 83(2011) EPOCH   -  2010.00
 DK5222* NAVD 88 ORTHO HEIGHT -   341.68  (meters)     1121.0   (feet) GPS OBS
 DK5222  ______________________________________________________________________
 DK5222  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5222  GEOID HEIGHT    -        -31.208 (meters)                     GEOID12A
 DK5222  GEOID HEIGHT    -        -31.207 (meters)                     GEOID18
 DK5222  NAD 83(2011) X  -   -105,910.931 (meters)                     COMP
 DK5222  NAD 83(2011) Y  - -4,558,474.195 (meters)                     COMP
 DK5222  NAD 83(2011) Z  -  4,445,280.481 (meters)                     COMP
 DK5222  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 DK5222
 DK5222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5222  Standards:
 DK5222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5222  -------------------------------------------------------------------
 DK5222  NETWORK    0.33   0.31           0.15   0.11   0.16      0.00937127
 DK5222  -------------------------------------------------------------------
 DK5222  Click here for local accuracies and other accuracy information.
 DK5222
 DK5222.The horizontal coordinates were established by GPS observations
 DK5222.and adjusted by the National Geodetic Survey in June 2012.
 DK5222
 DK5222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5222.been affixed to the stable North American tectonic plate. See 
 DK5222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5222
 DK5222.The horizontal coordinates are valid at the epoch date displayed above
 DK5222.which is a decimal equivalence of Year/Month/Day.
 DK5222
 DK5222.The orthometric height was determined by GPS observations and a
 DK5222.high-resolution geoid model using precise GPS observation and
 DK5222.processing techniques.
 DK5222
 DK5222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5222.GEOID18 height accuracy estimate available here.
 DK5222
 DK5222.Click photographs - Photos may exist for this station.
 DK5222
 DK5222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5222
 DK5222.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5222
 DK5222.The ellipsoidal height was determined by GPS observations
 DK5222.and is referenced to NAD 83.
 DK5222
 DK5222. The following values were computed from the NAD 83(2011) position.
 DK5222
 DK5222;                    North         East     Units Scale Factor Converg.
 DK5222;SPC WI C     -    70,986.956   494,092.993   MT  0.99996638   -0 56 20.7
 DK5222;SPC WI C     -   232,896.37  1,621,036.76   sFT  0.99996638   -0 56 20.7
 DK5222;UTM  15      - 4,924,805.698   632,765.906   MT  0.99981677   +1 10 09.4
 DK5222
 DK5222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5222!SPC WI C     -   0.99995132  x   0.99996638  =   0.99991770
 DK5222!UTM  15      -   0.99995132  x   0.99981677  =   0.99976810
 DK5222
 DK5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3276524805(NAD 83)
 DK5222
 DK5222                          SUPERSEDED SURVEY CONTROL
 DK5222
 DK5222  NAD 83(2007)-  44 27 51.71535(N)    091 19 51.46555(W) AD(2002.00) 1
 DK5222  ELLIP H (07/29/08)  310.497  (m)                       GP(2002.00) 3 1
 DK5222  NAVD 88 (07/29/08)  341.68   (m)  GEOID03  model used  GPS OBS        
 DK5222
 DK5222.Superseded values are not recommended for survey control.
 DK5222
 DK5222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5222.See file dsdata.pdf to determine how the superseded data were derived.
 DK5222
 DK5222_MARKER: DD = SURVEY DISK
 DK5222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5222_STAMPING: 10 HALE W GPS 1995
 DK5222_MARK LOGO: WI-121
 DK5222_PROJECTION: FLUSH
 DK5222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5222+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 DK5222
 DK5222  HISTORY     - Date     Condition        Report By
 DK5222  HISTORY     - 1995     MONUMENTED       WI-121
 DK5222  HISTORY     - 20061108 GOOD             WIDT
 DK5222  HISTORY     - 20111018 GOOD             WIDT
 DK5222
 DK5222                          STATION DESCRIPTION
 DK5222
 DK5222'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5222'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF COUNTY HIGHWAY E
 DK5222'WITH COUNTY HIGHWAY O IN THE COMMUNITY OF PLEASANTVILLE ABOUT 5 MI
 DK5222'(8.0 KM) NORTH OF THE CITY OF WHITEHALL, GO WEST ON COUNTY HIGHWAY E
 DK5222'FOR 0.85 MI (1.4 KM) TO LOGA ROAD ON THE RIGHT, TURN RIGHT AND GO
 DK5222'NORTH THEN NORTHWEST ON LOGA ROAD FOR 1.3 MI (2.1 KM) TO GUNEM ROAD ON
 DK5222'THE RIGHT, TURN RIGHT AND GO NORTHERLY ON GUNEM ROAD FOR 0.75 MI (1.2
 DK5222'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE TREMPEALEAU
 DK5222'COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14
 DK5222'INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DK5222'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.0 M (29.5 FT)
 DK5222'SOUTHWEST OF THE CENTERLINE OF GUNEM ROAD, 10 M (32.8 FT) NORTHWEST OF
 DK5222'THE EXTENDED CENTER OF A FIELD ENTRANCE, 2 M (6.6 FT) SOUTHEAST OF A
 DK5222'FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH, EAST, AND SOUTHWEST OF AN
 DK5222'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5222'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5222'HORIZON.
 DK5222
 DK5222                          STATION RECOVERY (2011)
 DK5222
 DK5222'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0452 ***********************************************************************
 ON0452  DESIGNATION -  10 L
 ON0452  PID         -  ON0452
 ON0452  STATE/COUNTY-  WI/CRAWFORD
 ON0452  COUNTRY     -  US
 ON0452  USGS QUAD   -  PRAIRIE DU CHIEN (2018)
 ON0452
 ON0452                         *CURRENT SURVEY CONTROL
 ON0452  ______________________________________________________________________
 ON0452* NAD 83(1986) POSITION- 43 00 17.     (N) 091 07 50.     (W)   SCALED
 ON0452* NAVD 88 ORTHO HEIGHT -   193.727 (meters)      635.59  (feet) ADJUSTED
 ON0452  ______________________________________________________________________
 ON0452  GEOID HEIGHT    -        -31.673 (meters)                     GEOID18
 ON0452  DYNAMIC HEIGHT  -        193.680 (meters)      635.43  (feet) COMP
 ON0452  MODELED GRAVITY -    980,375.1   (mgal)                       NAVD 88
 ON0452
 ON0452  VERT ORDER      -  FIRST     CLASS I
 ON0452
 ON0452.The horizontal coordinates were scaled from a map and have
 ON0452.an estimated accuracy of +/- 6 seconds.
 ON0452
 ON0452.The orthometric height was determined by differential leveling and
 ON0452.adjusted by the NATIONAL GEODETIC SURVEY
 ON0452.in June 1991.
 ON0452
 ON0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0452.GEOID18 height accuracy estimate available here.
 ON0452
 ON0452.Click photographs - Photos may exist for this station.
 ON0452
 ON0452.The dynamic height is computed by dividing the NAVD 88
 ON0452.geopotential number by the normal gravity value computed on the
 ON0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0452.degrees latitude (g = 980.6199 gals.).
 ON0452
 ON0452.The modeled gravity was interpolated from observed gravity values.
 ON0452
 ON0452;                    North         East    Units  Estimated Accuracy
 ON0452;SPC WI S     -   112,240.      507,830.      MT  (+/- 180 meters Scaled)
 ON0452
 ON0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH523630(NAD 83)
 ON0452
 ON0452                          SUPERSEDED SURVEY CONTROL
 ON0452
 ON0452  NGVD 29 (??/??/92)  193.776  (m)          635.75   (f) ADJ UNCH    1 1
 ON0452
 ON0452.Superseded values are not recommended for survey control.
 ON0452
 ON0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0452.See file dsdata.pdf to determine how the superseded data were derived.
 ON0452
 ON0452_MARKER: DD = SURVEY DISK
 ON0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0452_STAMPING: 10L 631.6 A 1939 27.60 60.82 OFF 10
 ON0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0452+STABILITY: SURFACE MOTION
 ON0452
 ON0452  HISTORY     - Date     Condition        Report By
 ON0452  HISTORY     - 1939     MONUMENTED       CGS
 ON0452  HISTORY     - 1970     GOOD             NGS
 ON0452
 ON0452                          STATION DESCRIPTION
 ON0452
 ON0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0452'3.4 MI S FROM PRAIRIE DU CHIEN.
 ON0452'ABOUT 3.45 MILES SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0452'FROM THE STATION AT PRAIRIE DU CHIEN, 45.8 FEET SOUTHWEST OF THE
 ON0452'8TH TELEPHONE POLE NORTH OF MILEPOST 236, 7.2 FEET EAST OF THE
 ON0452'EAST RAIL OF THE EAST TRACK, ABOUT 2 FEET BELOW THE LEVEL OF
 ON0452'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 ON0452'WITH THE BALLAST.  SECTION 7, T 6N, R 6W
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0359 ***********************************************************************
 PM0359  DESIGNATION -  10 T
 PM0359  PID         -  PM0359
 PM0359  STATE/COUNTY-  WI/DOOR
 PM0359  COUNTRY     -  US
 PM0359  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0359
 PM0359                         *CURRENT SURVEY CONTROL
 PM0359  ______________________________________________________________________
 PM0359* NAD 83(1986) POSITION- 44 49 36.6    (N) 087 20 27.9    (W)   HD_HELD2
 PM0359* NAVD 88 ORTHO HEIGHT -   195.628 (meters)      641.82  (feet) ADJUSTED
 PM0359  ______________________________________________________________________
 PM0359  GEOID HEIGHT    -        -36.786 (meters)                     GEOID18
 PM0359  DYNAMIC HEIGHT  -        195.608 (meters)      641.76  (feet) COMP
 PM0359  MODELED GRAVITY -    980,515.3   (mgal)                       NAVD 88
 PM0359
 PM0359  VERT ORDER      -  FIRST     CLASS I
 PM0359
 PM0359.The horizontal coordinates were established by autonomous hand held GPS
 PM0359.observations and have an estimated accuracy of +/- 10 meters.
 PM0359
 PM0359.The orthometric height was determined by differential leveling and
 PM0359.adjusted by the NATIONAL GEODETIC SURVEY
 PM0359.in June 1991.
 PM0359
 PM0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0359.GEOID18 height accuracy estimate available here.
 PM0359
 PM0359.Click photographs - Photos may exist for this station.
 PM0359
 PM0359.The dynamic height is computed by dividing the NAVD 88
 PM0359.geopotential number by the normal gravity value computed on the
 PM0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0359.degrees latitude (g = 980.6199 gals.).
 PM0359
 PM0359.The modeled gravity was interpolated from observed gravity values.
 PM0359
 PM0359;                    North         East    Units  Estimated Accuracy
 PM0359;SPC WI C     -   113,838.      810,228.      MT  (+/- 10 meters HH2 GPS)
 PM0359
 PM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7303663770(NAD 83)
 PM0359
 PM0359                          SUPERSEDED SURVEY CONTROL
 PM0359
 PM0359.No superseded survey control is available for this station.
 PM0359
 PM0359_MARKER: DD = SURVEY DISK
 PM0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0359_STAMPING: 10 T 1956 642
 PM0359_MARK LOGO: USGS
 PM0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0359+STABILITY: SURFACE MOTION
 PM0359
 PM0359  HISTORY     - Date     Condition        Report By
 PM0359  HISTORY     - 1956     MONUMENTED       USGS
 PM0359  HISTORY     - 1975     GOOD             NOS
 PM0359  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 PM0359  HISTORY     - 20050728 MARK NOT FOUND   WIDT
 PM0359
 PM0359                          STATION DESCRIPTION
 PM0359
 PM0359'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0359'2.4 KM (1.5 MI) EAST FROM STURGEON BAY.
 PM0359'ABOUT 1.5 MILES EAST OF STURGEON BAY, ON THE NORTH SIDE OF THE CANAL,
 PM0359'290.0 FEET SOUTH OF THE CENTERLINE OF UTAH STREET, 53.5 FEET SOUTH OF
 PM0359'UTILITY POLE NUMBER 21-8-4, 27.5 FEET EAST OF THE CENTERLINE OF COVER
 PM0359'ROAD, BEING THE HIGHEST POINT OF A CROSS AT THE CENTER OF A BRONZE
 PM0359'DISK, SET INTO A CONCRETE POST.
 PM0359'THE MARK IS 0.5 FT ABOVE GROUND.
 PM0359
 PM0359                          STATION RECOVERY (2003)
 PM0359
 PM0359'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0359'MARK NOT FOUND.
 PM0359
 PM0359                          STATION RECOVERY (2005)
 PM0359
 PM0359'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0359'NOT FOUND.  ADD PUBLISHED DISTANCES FROM THE TELEPHONE POLE, THE
 PM0359'CENTERLINE OF COVE ROAD, AND THE CENTERLINE OF UTAH STREET INTERSECT
 PM0359'AT A POINT, BUT NO EVIDENCE OF THE STATION WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0364 ***********************************************************************
 NG0364  DESIGNATION -  100
 NG0364  PID         -  NG0364
 NG0364  STATE/COUNTY-  WI/RACINE
 NG0364  COUNTRY     -  US
 NG0364  USGS QUAD   -  RACINE SOUTH (2018)
 NG0364
 NG0364                         *CURRENT SURVEY CONTROL
 NG0364  ______________________________________________________________________
 NG0364* NAD 83(1986) POSITION- 42 43 34.1    (N) 087 46 53.3    (W)   HD_HELD2
 NG0364* NAVD 88 ORTHO HEIGHT -   189.246 (meters)      620.88  (feet) ADJUSTED
 NG0364  ______________________________________________________________________
 NG0364  GEOID HEIGHT    -        -34.801 (meters)                     GEOID18
 NG0364  DYNAMIC HEIGHT  -        189.193 (meters)      620.71  (feet) COMP
 NG0364  MODELED GRAVITY -    980,333.7   (mgal)                       NAVD 88
 NG0364
 NG0364  VERT ORDER      -  SECOND    CLASS I
 NG0364
 NG0364.The horizontal coordinates were established by autonomous hand held GPS
 NG0364.observations and have an estimated accuracy of +/- 10 meters.
 NG0364
 NG0364.The orthometric height was determined by differential leveling and
 NG0364.adjusted by the WI DEPT OF TRANSP
 NG0364.in May 2012.
 NG0364
 NG0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0364.GEOID18 height accuracy estimate available here.
 NG0364
 NG0364.Click photographs - Photos may exist for this station.
 NG0364
 NG0364.The dynamic height is computed by dividing the NAVD 88
 NG0364.geopotential number by the normal gravity value computed on the
 NG0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0364.degrees latitude (g = 980.6199 gals.).
 NG0364
 NG0364.The modeled gravity was interpolated from observed gravity values.
 NG0364
 NG0364;                    North         East    Units  Estimated Accuracy
 NG0364;SPC WI S     -    83,085.      781,681.      MT  (+/- 10 meters HH2 GPS)
 NG0364
 NG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3602130699(NAD 83)
 NG0364
 NG0364                          SUPERSEDED SURVEY CONTROL
 NG0364
 NG0364  NAVD 88 (04/20/07)  189.226  (m)          620.82   (f) SUPERSEDED  2 1
 NG0364  NAVD 88 (02/25/04)  189.246  (m)          620.88   (f) SUPERSEDED  2 1
 NG0364  NAVD 88 (06/15/91)  189.243  (m)          620.87   (f) SUPERSEDED  1 0
 NG0364  NGVD 29 (??/??/92)  189.30   (m)          621.1    (f) COMPUTED    1 0
 NG0364
 NG0364.Superseded values are not recommended for survey control.
 NG0364
 NG0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0364.See file dsdata.pdf to determine how the superseded data were derived.
 NG0364
 NG0364_MARKER: DD = SURVEY DISK
 NG0364_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NG0364+WITH SETTING: PAVEMENT
 NG0364_SP_SET: FLAGPOLE BASE
 NG0364_STAMPING: 100
 NG0364_MARK LOGO: WI3970
 NG0364_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0364+STABILITY: SURFACE MOTION
 NG0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0364+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 NG0364
 NG0364  HISTORY     - Date     Condition        Report By
 NG0364  HISTORY     - UNK      MONUMENTED       WI3970
 NG0364  HISTORY     - 1972     GOOD             NGS
 NG0364  HISTORY     - 1990     GOOD             USPSQD
 NG0364  HISTORY     - 20000226 MARK NOT FOUND   USPSQD
 NG0364  HISTORY     - 20010301 GOOD             WIDT
 NG0364  HISTORY     - 20060620 GOOD             WIDT
 NG0364
 NG0364                          STATION DESCRIPTION
 NG0364
 NG0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0364'AT RACINE.
 NG0364'AT RACINE, AT THE NORTHEAST CORNER OF THE INTERSECTION OF LAKE
 NG0364'AVENUE AND 7TH STREET, ON THE LAWN OF MEMORIAL HALL (A LARGE
 NG0364'STONE BUILDING), SET IN THE TOP OF A CONCRETE FLAGPOLE BASE
 NG0364'MEASURING 2 FEET SQUARE, 41 FEET NORTH OF THE NORTH CURBLINE OF
 NG0364'7TH STREET, 7.9 FEET EAST OF THE EAST CURBLINE OF LAKE AVENUE,
 NG0364'28 FEET NORTHWEST OF THE SOUTHWEST CORNER OF MEMORIAL HALL,
 NG0364'AND ABOUT 1 FOOT ABOVE THE LEVEL OF LAKE AVENUE.  SEC 9, T3N,
 NG0364'R23E
 NG0364
 NG0364                          STATION RECOVERY (1990)
 NG0364
 NG0364'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0364'RECOVERED IN GOOD CONDITION.
 NG0364
 NG0364                          STATION RECOVERY (2000)
 NG0364
 NG0364'RECOVERY NOTE BY US POWER SQUADRON 2000
 NG0364'MARK NOT FOUND.
 NG0364
 NG0364                          STATION RECOVERY (2001)
 NG0364
 NG0364'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0364'THE STATION IS LOCATED IN RACINE.  OWNERSHIP--CITY OF RACINE. TO
 NG0364'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 WITH STATE
 NG0364'HIGHWAY 32 IN THE CITY OF RACINE AT THE INTERSECTION OF WASHINGTON
 NG0364'AVENUE AND RACINE STREET, GO EAST ON STATE HIGHWAY 32 AND STATE
 NG0364'HIGHWAY 20 (WASHINGTON AVENUE) FOR 1.3 KM TO WHERE STATE HIGHWAY 32
 NG0364'TURNS TO THE NORTH AND 7TH STREET CONTINUES STRAIGHT AHEAD, CONTINUE
 NG0364'EAST ON 7TH STREET FOR 0.9 KM TO LAKE AVENUE AND THE STATION ON THE
 NG0364'LEFT.  THE STATION IS A BRONZE CITY OF RACINE BENCH MARK DISK SET IN
 NG0364'THE TOP OF AN OLD CONCRETE FLAG POLE FOUNDATION AND ABOUT LEVEL WITH
 NG0364'THE STREET PAVEMENT. THE STATION IS 17.9 M NORTH OF THE EXTENDED
 NG0364'CENTERLINE OF 7TH STREET, 5.5 M WEST OF THE WEST FAST OF THE MEMORIAL
 NG0364'HALL BUILDING, 4.7 M NORTH-NORTHEAST OF A METAL STREET LIGHT POST,
 NG0364'2.5 M EAST OF EAST CURB OF LAKE AVENUE, AND 0.3 M EAST OF EAST EDGE
 NG0364'OF A SIDEWALK. ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 NG0364'OBSERVATIONS DUE TO --MEMORIAL HALL-- OBSTRUCTING THE STATION.
 NG0364
 NG0364                          STATION RECOVERY (2006)
 NG0364
 NG0364'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 NG0364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5323 ***********************************************************************
 DN5323  DESIGNATION -  100 MARPLE GPS
 DN5323  PID         -  DN5323
 DN5323  STATE/COUNTY-  WI/SAWYER
 DN5323  COUNTRY     -  US
 DN5323  USGS QUAD   -  SEELEY (2019)
 DN5323
 DN5323                         *CURRENT SURVEY CONTROL
 DN5323  ______________________________________________________________________
 DN5323* NAD 83(2011) POSITION- 46 00 47.96648(N) 091 21 46.47255(W)   ADJUSTED
 DN5323* NAD 83(2011) ELLIP HT-   392.665 (meters)        (04/15/13)   ADJUSTED
 DN5323* NAD 83(2011) EPOCH   -  2010.00
 DN5323* NAVD 88 ORTHO HEIGHT -   421.746 (meters)     1383.68  (feet) ADJUSTED
 DN5323  ______________________________________________________________________
 DN5323  GEOID HEIGHT    -        -29.077 (meters)                     GEOID18
 DN5323  NAD 83(2011) X  -   -105,546.619 (meters)                     COMP
 DN5323  NAD 83(2011) Y  - -4,436,271.966 (meters)                     COMP
 DN5323  NAD 83(2011) Z  -  4,566,558.718 (meters)                     COMP
 DN5323  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 DN5323  DYNAMIC HEIGHT  -        421.747 (meters)     1383.68  (feet) COMP
 DN5323  MODELED GRAVITY -    980,605.0   (mgal)                       NAVD 88
 DN5323
 DN5323  VERT ORDER      -  SECOND    CLASS I
 DN5323
 DN5323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5323  Standards:
 DN5323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5323  -------------------------------------------------------------------
 DN5323  NETWORK    0.56   1.04           0.26   0.19   0.53      0.07191395
 DN5323  -------------------------------------------------------------------
 DN5323  Click here for local accuracies and other accuracy information.
 DN5323
 DN5323.The horizontal coordinates were established by GPS observations
 DN5323.and adjusted by the National Geodetic Survey in April 2013.
 DN5323
 DN5323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5323.been affixed to the stable North American tectonic plate. See 
 DN5323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5323
 DN5323.The horizontal coordinates are valid at the epoch date displayed above
 DN5323.which is a decimal equivalence of Year/Month/Day.
 DN5323
 DN5323.The orthometric height was determined by differential leveling and
 DN5323.adjusted by the WI DEPT OF TRANSP
 DN5323.in May 2012.
 DN5323
 DN5323.No vertical observational check was made to the station.
 DN5323
 DN5323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5323.GEOID18 height accuracy estimate available here.
 DN5323
 DN5323.Click photographs - Photos may exist for this station.
 DN5323
 DN5323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5323
 DN5323.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5323
 DN5323.The ellipsoidal height was determined by GPS observations
 DN5323.and is referenced to NAD 83.
 DN5323
 DN5323.The dynamic height is computed by dividing the NAVD 88
 DN5323.geopotential number by the normal gravity value computed on the
 DN5323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5323.degrees latitude (g = 980.6199 gals.).
 DN5323
 DN5323.The modeled gravity was interpolated from observed gravity values.
 DN5323
 DN5323. The following values were computed from the NAD 83(2011) position.
 DN5323
 DN5323;                    North         East     Units Scale Factor Converg.
 DN5323;SPC WI N     -    95,006.273   494,460.480   MT  0.99994896   -0 58 59.4
 DN5323;SPC WI N     -   311,699.75  1,622,242.42   sFT  0.99994896   -0 58 59.4
 DN5323;UTM  15      - 5,096,830.747   626,732.725   MT  0.99979745   +1 10 41.0
 DN5323
 DN5323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5323!SPC WI N     -   0.99993845  x   0.99994896  =   0.99988741
 DN5323!UTM  15      -   0.99993845  x   0.99979745  =   0.99973591
 DN5323
 DN5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2673296830(NAD 83)
 DN5323
 DN5323                          SUPERSEDED SURVEY CONTROL
 DN5323
 DN5323  NAD 83(2007)-  46 00 47.96654(N)    091 21 46.47324(W) AD(2002.00) 1
 DN5323  ELLIP H (04/06/12)  392.682  (m)                       GP(2002.00) 1 1
 DN5323  NAVD 88             421.75   (m)         1383.7    (f) LEVELING    3  
 DN5323
 DN5323.Superseded values are not recommended for survey control.
 DN5323
 DN5323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5323.See file dsdata.pdf to determine how the superseded data were derived.
 DN5323
 DN5323_MARKER: DD = SURVEY DISK
 DN5323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5323_STAMPING: 100 MARPLE GPS 1995
 DN5323_MARK LOGO: WI-113
 DN5323_PROJECTION: FLUSH
 DN5323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5323+STABILITY: SURFACE MOTION
 DN5323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5323+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DN5323
 DN5323  HISTORY     - Date     Condition        Report By
 DN5323  HISTORY     - 1995     MONUMENTED       WI-113
 DN5323  HISTORY     - 20100517 GOOD             WIDT
 DN5323
 DN5323                          STATION DESCRIPTION
 DN5323
 DN5323'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5323'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5323'HIGHWAY K SOUTH AND MOSQUITO BROOK ROAD NORTH APPROXIMATELY 5 MI (8.0
 DN5323'KM) EAST OF THE CITY OF HAYWARD, GO EAST ON STATE HIGHWAY 77 FOR 1.0
 DN5323'MI (1.6 KM) TO ROUND LAKE SCHOOL ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 DN5323'ON ROUND LAKE SCHOOL ROAD FOR 1.11 MI (1.8 KM) TO THE STATION ON THE
 DN5323'LEFT.
 DN5323'
 DN5323'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN5323'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, 1.8 M (5.9 FT)
 DN5323'DEEP, FLUSH WITH THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER
 DN5323'THAN THE HIGHWAY PAVEMENT.
 DN5323'
 DN5323'THE STATION IS 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF ROUND LAKE
 DN5323'SCHOOL ROAD, 0.10 MI (0.2 KM) NORTH OF PENINSULA ROAD, 46.5 M (152.6
 DN5323'FT) NORTH-NORTHEAST OF A -STOP AHEAD- METAL SIGN POST, 16.5 M (54.1
 DN5323'FT) EAST OF POWER POLE -21-92/15- ADJACENT TO AN ORANGE -WARNING
 DN5323'UNDERGROUND CABLE- POST, 6.0 M (19.7 FT) NORTH-NORTHEAST OF A -SPEED
 DN5323'LIMIT 45- METAL SIGN POST AND 0.7 M (2.3 FT) SOUTH-SOUTHEAST AND 0.7 M
 DN5323'(2.3 FT) NORTHWEST OF TWO ORANGE CARSONITE WITNESS POSTS.
 DN5323'
 DN5323'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5323'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0031 ***********************************************************************
 ON0031  DESIGNATION -  1009
 ON0031  PID         -  ON0031
 ON0031  STATE/COUNTY-  WI/JUNEAU
 ON0031  COUNTRY     -  US
 ON0031  USGS QUAD   -  KENDALL EAST (2018)
 ON0031
 ON0031                         *CURRENT SURVEY CONTROL
 ON0031  ______________________________________________________________________
 ON0031* NAD 83(1986) POSITION- 43 48 15.7    (N) 090 16 56.8    (W)   HD_HELD2
 ON0031* NAVD 88 ORTHO HEIGHT -   307.475 (meters)     1008.77  (feet) ADJUSTED
 ON0031  ______________________________________________________________________
 ON0031  GEOID HEIGHT    -        -34.528 (meters)                     GEOID18
 ON0031  DYNAMIC HEIGHT  -        307.403 (meters)     1008.54  (feet) COMP
 ON0031  MODELED GRAVITY -    980,376.9   (mgal)                       NAVD 88
 ON0031
 ON0031  VERT ORDER      -  SECOND    CLASS I
 ON0031
 ON0031.The horizontal coordinates were established by autonomous hand held GPS
 ON0031.observations and have an estimated accuracy of +/- 10 meters.
 ON0031
 ON0031.The orthometric height was determined by differential leveling and
 ON0031.adjusted by the WI DEPT OF TRANSP
 ON0031.in May 2012.
 ON0031
 ON0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0031.GEOID18 height accuracy estimate available here.
 ON0031
 ON0031.Click photographs - Photos may exist for this station.
 ON0031
 ON0031.The dynamic height is computed by dividing the NAVD 88
 ON0031.geopotential number by the normal gravity value computed on the
 ON0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0031.degrees latitude (g = 980.6199 gals.).
 ON0031
 ON0031.The modeled gravity was interpolated from observed gravity values.
 ON0031
 ON0031;                    North         East    Units  Estimated Accuracy
 ON0031;SPC WI S     -   200,489.      577,273.      MT  (+/- 10 meters HH2 GPS)
 ON0031
 ON0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1859553733(NAD 83)
 ON0031
 ON0031                          SUPERSEDED SURVEY CONTROL
 ON0031
 ON0031  NAVD 88 (04/20/07)  307.464  (m)         1008.74   (f) SUPERSEDED  2 1
 ON0031  NAVD 88 (06/15/91)  307.462  (m)         1008.73   (f) SUPERSEDED  2 0
 ON0031  NGVD 29 (??/??/92)  307.483  (m)         1008.80   (f) ADJ UNCH    2 0
 ON0031
 ON0031.Superseded values are not recommended for survey control.
 ON0031
 ON0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0031.See file dsdata.pdf to determine how the superseded data were derived.
 ON0031
 ON0031_MARKER: DB = BENCH MARK DISK
 ON0031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0031_SP_SET: BRIDGE ABUTMENT
 ON0031_STAMPING: WIS 1009 1934
 ON0031_MARK LOGO: USGS
 ON0031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0031+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2010
 ON0031
 ON0031  HISTORY     - Date     Condition        Report By
 ON0031  HISTORY     - 1934     MONUMENTED       USGS
 ON0031  HISTORY     - 20021002 POOR             WIDT
 ON0031  HISTORY     - 20100616 GOOD             WIDT
 ON0031
 ON0031                          STATION DESCRIPTION
 ON0031
 ON0031'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 ON0031'4.4 MI N FROM ELROY.
 ON0031'ABOUT 4.4 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 ON0031'AND OMAHA RAILWAY FROM THE PUBLIC LIBRARY AT ELROY, JUNEAU COUNTY,
 ON0031'ABOUT 19 POLES SOUTH OF MILEPOST 191, ABOUT 115 FEET SOUTH
 ON0031'OF THE CENTER OF A ROAD CROSSING, AT BRIDGE 19, IN THE TOP OF
 ON0031'THE EAST END OF THE SOUTH LIMESTONE ABUTMENT, 12 FEET EAST
 ON0031'OF THE CENTER LINE OF THE TRACK, AND ABOUT 2.5 FEET LOWER THAN
 ON0031'THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 ON0031'STAMPED WIS 1009 1934.
 ON0031
 ON0031                          STATION RECOVERY (2002)
 ON0031
 ON0031'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (PJH)
 ON0031'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 ON0031'STATE HIGHWAY 80 WITH STATE HIGHWAY 82 ABOUT 1 MI (1.61 KM) NORTH OF
 ON0031'THE CITY OF ELROY, GO NORTH ON STATE HIGHWAY 80 FOR 1.8 MI (2.9 KM) TO
 ON0031'COUNTY HIGHWAY H ON THE LEFT, TURN LEFT AND GO WEST ON COUNTY HIGHWAY
 ON0031'H FOR 0.5 MI (0.8 KM) TO OMAHA TRAIL AND TUNNEL HILL ROAD ON THE
 ON0031'RIGHT, TURN RIGHT AND GO NORTH ON TUNNEL HILL ROAD FOR 1.4 MI (2.25
 ON0031'KM) TO OMAHA TRAIL AND THE STATION ON THE RIGHT SET IN THE EAST END OF
 ON0031'THE SOUTH ABUTMENT.  THE STATION IS A BRASS US GEOLOGICAL SURVEY DISK
 ON0031'SET IN THE TOP OF A STONE ABUTMENT ABOUT 1 M (3.3 FT) BELOW THE TRAIL
 ON0031'PAVEMENT.  THE STATION IS 3.0 M (9.8 FT) EAST OF THE CENTERLINE OF
 ON0031'OMAHA TRAIL, 58.0 M (190.3 FT) SOUTH OF THE CENTERLINE OF TUNNEL HILL
 ON0031'ROAD, AND 24.5 M (80.4 FT) SOUTH-SOUTHEAST OF FIBER OPTIC WARNING POST
 ON0031'--0082--.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 ON0031'DUE TO ALL QUADRANTS BEING BLOCKED ABOVE 25 DEGREES ABOVE THE HORIZON.
 ON0031'---NOTE2---THE YEAR STAMPED IS 1919 NOT 1934.  ---NOTE3---THE STONE IS
 ON0031'SPLADING AROUND DISK.
 ON0031
 ON0031                          STATION RECOVERY (2010)
 ON0031
 ON0031'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9560 ***********************************************************************
 AG9560  DESIGNATION -  101 GRINDSTONE GPS
 AG9560  PID         -  AG9560
 AG9560  STATE/COUNTY-  WI/SAWYER
 AG9560  COUNTRY     -  US
 AG9560  USGS QUAD   -  RESERVE (2019)
 AG9560
 AG9560                         *CURRENT SURVEY CONTROL
 AG9560  ______________________________________________________________________
 AG9560* NAD 83(2011) POSITION- 45 56 50.24076(N) 091 23 13.94822(W)   ADJUSTED
 AG9560* NAD 83(2011) ELLIP HT-   366.403 (meters)        (06/27/12)   ADJUSTED
 AG9560* NAD 83(2011) EPOCH   -  2010.00
 AG9560* NAVD 88 ORTHO HEIGHT -   395.6   (meters)     1298.    (feet) GPS OBS
 AG9560  ______________________________________________________________________
 AG9560  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9560  GEOID HEIGHT    -        -29.175 (meters)                     GEOID96
 AG9560  GEOID HEIGHT    -        -29.244 (meters)                     GEOID18
 AG9560  NAD 83(2011) X  -   -107,555.349 (meters)                     COMP
 AG9560  NAD 83(2011) Y  - -4,441,485.417 (meters)                     COMP
 AG9560  NAD 83(2011) Z  -  4,561,439.031 (meters)                     COMP
 AG9560  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 AG9560
 AG9560  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9560  Standards:
 AG9560         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9560            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9560  -------------------------------------------------------------------
 AG9560  NETWORK    0.98   3.16           0.47   0.29   1.61     -0.02053042
 AG9560  -------------------------------------------------------------------
 AG9560  Click here for local accuracies and other accuracy information.
 AG9560
 AG9560.The horizontal coordinates were established by GPS observations
 AG9560.and adjusted by the National Geodetic Survey in June 2012.
 AG9560
 AG9560.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9560.been affixed to the stable North American tectonic plate. See 
 AG9560.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9560
 AG9560.The horizontal coordinates are valid at the epoch date displayed above
 AG9560.which is a decimal equivalence of Year/Month/Day.
 AG9560
 AG9560.The orthometric height was determined by GPS observations and a
 AG9560.high-resolution geoid model.
 AG9560
 AG9560.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9560.GEOID18 height accuracy estimate available here.
 AG9560
 AG9560.Click photographs - Photos may exist for this station.
 AG9560
 AG9560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9560
 AG9560.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9560
 AG9560.The ellipsoidal height was determined by GPS observations
 AG9560.and is referenced to NAD 83.
 AG9560
 AG9560. The following values were computed from the NAD 83(2011) position.
 AG9560
 AG9560;                    North         East     Units Scale Factor Converg.
 AG9560;SPC WI N     -    87,700.486   492,450.865   MT  0.99995272   -1 00 02.5
 AG9560;SPC WI N     -   287,730.68  1,615,649.21   sFT  0.99995272   -1 00 02.5
 AG9560;UTM  15      - 5,089,455.542   625,000.239   MT  0.99979209   +1 09 33.3
 AG9560
 AG9560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9560!SPC WI N     -   0.99994256  x   0.99995272  =   0.99989529
 AG9560!UTM  15      -   0.99994256  x   0.99979209  =   0.99973466
 AG9560
 AG9560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2500089455(NAD 83)
 AG9560
 AG9560                          SUPERSEDED SURVEY CONTROL
 AG9560
 AG9560  NAD 83(2007)-  45 56 50.24084(N)    091 23 13.94893(W) AD(2002.00) 0
 AG9560  ELLIP H (02/10/07)  366.434  (m)                       GP(2002.00)    
 AG9560  NAD 83(1997)-  45 56 50.24086(N)    091 23 13.94952(W) AD(       ) 1
 AG9560  ELLIP H (12/26/02)  366.451  (m)                       GP(       ) 3 2
 AG9560  NAD 83(1991)-  45 56 50.24049(N)    091 23 13.94892(W) AD(       ) 1
 AG9560  ELLIP H (04/30/98)  366.437  (m)                       GP(       ) 3 2
 AG9560
 AG9560.Superseded values are not recommended for survey control.
 AG9560
 AG9560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9560.See file dsdata.pdf to determine how the superseded data were derived.
 AG9560
 AG9560_MARKER: DD = SURVEY DISK
 AG9560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9560_STAMPING: 101 GRINDSTONE GPS 1995
 AG9560_MARK LOGO: WI-113
 AG9560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9560+STABILITY: SURFACE MOTION
 AG9560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9560+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AG9560
 AG9560  HISTORY     - Date     Condition        Report By
 AG9560  HISTORY     - 1995     MONUMENTED       WI-113
 AG9560
 AG9560                          STATION DESCRIPTION
 AG9560
 AG9560'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9560'STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9560'SE1/4, SECTION 17, T40N, R8W.  TO REACH STATION FROM THE JUNCTION OF
 AG9560'C.T.H.  B AND C.T.H.  K, WHICH IS 5.0 MI (8.0 KM) EAST OF HAYWARD, VIA
 AG9560'C.T.H.  B.  GO SOUTH ON C.T.H.  K, 3.7 MI (6.0 KM) TO THE JUNCTION
 AG9560'WITH C.T.H.  E, TURN RIGHT AND WEST ON C.T.H.  E, GO 0.5 MI (0.8 KM)
 AG9560'TO STATION.  STATION IS LOCATED 27.1 FT (8.3 M) NORTHEAST OF
 AG9560'CENTERLINE OF C.T.H.  E, 231 FT (70.4 M) SOUTHEAST OF THE JUNCTION OF
 AG9560'C.T.H.  E AND BLUE SPRUCE LANE AND 79.3 FT (24.2 M) WESTERLY OF THE
 AG9560'WESTERLY CORNER OF A METAL SHED.  STATION MARK IS A BRASS CAP, 0.25 FT
 AG9560'(7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M)
 AG9560'LONG, FLUSH IN GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0263 ***********************************************************************
 QM0263  DESIGNATION -  1018
 QM0263  PID         -  QM0263
 QM0263  STATE/COUNTY-  WI/ONEIDA
 QM0263  COUNTRY     -  US
 QM0263  USGS QUAD   -  THREE LAKES (2018)
 QM0263
 QM0263                         *CURRENT SURVEY CONTROL
 QM0263  ______________________________________________________________________
 QM0263* NAD 83(1986) POSITION- 45 48 02.     (N) 089 10 22.     (W)   SCALED
 QM0263* NAVD 88 ORTHO HEIGHT -   505.512 (meters)     1658.50  (feet) ADJUSTED
 QM0263  ______________________________________________________________________
 QM0263  GEOID HEIGHT    -        -32.248 (meters)                     GEOID18
 QM0263  DYNAMIC HEIGHT  -        505.486 (meters)     1658.42  (feet) COMP
 QM0263  MODELED GRAVITY -    980,548.0   (mgal)                       NAVD 88
 QM0263
 QM0263  VERT ORDER      -  SECOND    CLASS 0
 QM0263
 QM0263.The horizontal coordinates were scaled from a map and have
 QM0263.an estimated accuracy of +/- 6 seconds.
 QM0263
 QM0263.The orthometric height was determined by differential leveling and
 QM0263.adjusted by the NATIONAL GEODETIC SURVEY
 QM0263.in June 1991.
 QM0263
 QM0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0263.GEOID18 height accuracy estimate available here.
 QM0263
 QM0263.Click photographs - Photos may exist for this station.
 QM0263
 QM0263.The dynamic height is computed by dividing the NAVD 88
 QM0263.geopotential number by the normal gravity value computed on the
 QM0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0263.degrees latitude (g = 980.6199 gals.).
 QM0263
 QM0263.The modeled gravity was interpolated from observed gravity values.
 QM0263
 QM0263;                    North         East    Units  Estimated Accuracy
 QM0263;SPC WI N     -    70,790.      664,310.      MT  (+/- 180 meters Scaled)
 QM0263
 QM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR311741(NAD 83)
 QM0263
 QM0263                          SUPERSEDED SURVEY CONTROL
 QM0263
 QM0263  NGVD 29 (??/??/92)  505.498  (m)         1658.45   (f) ADJ UNCH    2 0
 QM0263
 QM0263.Superseded values are not recommended for survey control.
 QM0263
 QM0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0263.See file dsdata.pdf to determine how the superseded data were derived.
 QM0263
 QM0263_MARKER: DD = SURVEY DISK
 QM0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0263_STAMPING: 1018
 QM0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0263+STABILITY: SURFACE MOTION
 QM0263
 QM0263  HISTORY     - Date     Condition        Report By
 QM0263  HISTORY     - UNK      MONUMENTED       USGS
 QM0263  HISTORY     - 1934     GOOD             CGS
 QM0263  HISTORY     - 1975     GOOD             LOCENG
 QM0263  HISTORY     - 19880819 MARK NOT FOUND   USPSQD
 QM0263  HISTORY     - 20051003 MARK NOT FOUND   WIDT
 QM0263
 QM0263                          STATION DESCRIPTION
 QM0263
 QM0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0263'AT THREE LAKES.
 QM0263'AT THREE LAKES, ONEIDA COUNTY, ON THE CHICAGO AND NORTH
 QM0263'WESTERN RAILWAY, 60 FEET NORTH OF THE NORTH CITY LIMIT, 30 FEET
 QM0263'EAST OF THE CENTER LINE OF THE TRACK, 45 FEET WEST OF THE
 QM0263'CENTER LINE OF U.S. HIGHWAY 45, 5 FEET SOUTH OF A POLE, AND IN
 QM0263'LINE WITH THE ROW OF POLES.  A UNITED STATES GEOLOGICAL
 QM0263'SURVEY STANDARD DISK, STAMPED 1018 AND SET IN THE TOP OF A
 QM0263'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QM0263
 QM0263                          STATION RECOVERY (1975)
 QM0263
 QM0263'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 QM0263'RECOVERED IN GOOD CONDITION.
 QM0263
 QM0263                          STATION RECOVERY (1988)
 QM0263
 QM0263'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 QM0263'MARK NOT FOUND.
 QM0263
 QM0263                          STATION RECOVERY (2005)
 QM0263
 QM0263'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0263'MARK NOT RECOVERED.  ADD RECOVERED THE OLD RAIL BED AND UNITED STATES
 QM0263'HIGHWAY 45, THE PUBLISHED DISTANCES INTERSECT AT POINT, BUT NO
 QM0263'EVIDENCE OF THE STATION WAS RECOVERED.  NOTE THE TRACKS HAVE BEEN
 QM0263'REMOVED AND THE OLD RAIL BED IS NOW A SNOWMOBILE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0037 ***********************************************************************
 NJ0037  DESIGNATION -  1019.0
 NJ0037  PID         -  NJ0037
 NJ0037  STATE/COUNTY-  WI/LAFAYETTE
 NJ0037  COUNTRY     -  US
 NJ0037  USGS QUAD   -  SHULLSBURG (2018)
 NJ0037
 NJ0037                         *CURRENT SURVEY CONTROL
 NJ0037  ______________________________________________________________________
 NJ0037* NAD 83(1986) POSITION- 42 34 32.     (N) 090 13 50.     (W)   SCALED
 NJ0037* NAVD 88 ORTHO HEIGHT -   311.032 (meters)     1020.44  (feet) ADJUSTED
 NJ0037  ______________________________________________________________________
 NJ0037  GEOID HEIGHT    -        -33.048 (meters)                     GEOID18
 NJ0037  DYNAMIC HEIGHT  -        310.935 (meters)     1020.13  (feet) COMP
 NJ0037  MODELED GRAVITY -    980,300.9   (mgal)                       NAVD 88
 NJ0037
 NJ0037  VERT ORDER      -  SECOND    CLASS 0
 NJ0037
 NJ0037.The horizontal coordinates were scaled from a map and have
 NJ0037.an estimated accuracy of +/- 6 seconds.
 NJ0037
 NJ0037.The orthometric height was determined by differential leveling and
 NJ0037.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0037.in June 1991.
 NJ0037
 NJ0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0037.GEOID18 height accuracy estimate available here.
 NJ0037
 NJ0037.Click photographs - Photos may exist for this station.
 NJ0037
 NJ0037.The dynamic height is computed by dividing the NAVD 88
 NJ0037.geopotential number by the normal gravity value computed on the
 NJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0037.degrees latitude (g = 980.6199 gals.).
 NJ0037
 NJ0037.The modeled gravity was interpolated from observed gravity values.
 NJ0037
 NJ0037;                    North         East    Units  Estimated Accuracy
 NJ0037;SPC WI S     -    63,970.      581,070.      MT  (+/- 180 meters Scaled)
 NJ0037
 NJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH272174(NAD 83)
 NJ0037
 NJ0037                          SUPERSEDED SURVEY CONTROL
 NJ0037
 NJ0037  NGVD 29 (??/??/92)  311.101  (m)         1020.67   (f) ADJ UNCH    2 0
 NJ0037
 NJ0037.Superseded values are not recommended for survey control.
 NJ0037
 NJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0037.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0037
 NJ0037_MARKER: P = PIPE CAP
 NJ0037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0037_STAMPING: 1019 DUBQ
 NJ0037_MARK LOGO: USGS
 NJ0037_MAGNETIC: P = MARKER IS A STEEL PIPE
 NJ0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0037
 NJ0037  HISTORY     - Date     Condition        Report By
 NJ0037  HISTORY     - UNK      MONUMENTED       USGS
 NJ0037  HISTORY     - 1934     GOOD             CGS
 NJ0037  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0037
 NJ0037                          STATION DESCRIPTION
 NJ0037
 NJ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0037'AT SHULLSBURG.
 NJ0037'AT SHULLSBURG, LAFAYETTE  COUNTY, IN THE NORTHWEST CORNER OF
 NJ0037'THE HIGH SCHOOL YARD, 30 FEET EAST OF THE CENTER LINE OF A
 NJ0037'STREET, AND 30 FEET SOUTH OF THE CENTER LINE OF AN ALLEY ON THE
 NJ0037'NORTH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED
 NJ0037'ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 NJ0037
 NJ0037                          STATION RECOVERY (1998)
 NJ0037
 NJ0037'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0154 ***********************************************************************
 OL0154  DESIGNATION -  102
 OL0154  PID         -  OL0154
 OL0154  STATE/COUNTY-  WI/MILWAUKEE
 OL0154  COUNTRY     -  US
 OL0154  USGS QUAD   -  MILWAUKEE (2018)
 OL0154
 OL0154                         *CURRENT SURVEY CONTROL
 OL0154  ______________________________________________________________________
 OL0154* NAD 83(1986) POSITION- 43 02 12.3    (N) 087 54 52.1    (W)   HD_HELD2
 OL0154* NAVD 88 ORTHO HEIGHT -   181.220 (meters)      594.55  (feet) ADJUSTED
 OL0154  ______________________________________________________________________
 OL0154  GEOID HEIGHT    -        -35.130 (meters)                     GEOID18
 OL0154  DYNAMIC HEIGHT  -        181.171 (meters)      594.39  (feet) COMP
 OL0154  MODELED GRAVITY -    980,351.2   (mgal)                       NAVD 88
 OL0154
 OL0154  VERT ORDER      -  SECOND    CLASS I
 OL0154
 OL0154.The horizontal coordinates were established by autonomous hand held GPS
 OL0154.observations and have an estimated accuracy of +/- 10 meters.
 OL0154
 OL0154.The orthometric height was determined by differential leveling and
 OL0154.adjusted by the WI DEPT OF TRANSP
 OL0154.in May 2012.
 OL0154
 OL0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0154.GEOID18 height accuracy estimate available here.
 OL0154
 OL0154.Click photographs - Photos may exist for this station.
 OL0154
 OL0154.The dynamic height is computed by dividing the NAVD 88
 OL0154.geopotential number by the normal gravity value computed on the
 OL0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0154.degrees latitude (g = 980.6199 gals.).
 OL0154
 OL0154.The modeled gravity was interpolated from observed gravity values.
 OL0154
 OL0154;                    North         East    Units  Estimated Accuracy
 OL0154;SPC WI S     -   117,298.      769,929.      MT  (+/- 10 meters HH2 GPS)
 OL0154
 OL0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2550765301(NAD 83)
 OL0154
 OL0154                          SUPERSEDED SURVEY CONTROL
 OL0154
 OL0154  NAVD 88 (04/20/07)  181.190  (m)          594.45   (f) SUPERSEDED  2 1
 OL0154  NAVD 88 (02/25/04)  181.201  (m)          594.49   (f) SUPERSEDED  2 1
 OL0154  NAVD 88 (06/15/91)  181.215  (m)          594.54   (f) SUPERSEDED  1 0
 OL0154  NGVD 29 (??/??/92)  181.321  (m)          594.88   (f) ADJ UNCH    1 0
 OL0154
 OL0154.Superseded values are not recommended for survey control.
 OL0154
 OL0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0154.See file dsdata.pdf to determine how the superseded data were derived.
 OL0154
 OL0154_MARKER: DD = SURVEY DISK
 OL0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0154_SP_SET: WATER TABLE
 OL0154_MARK LOGO: WI3100
 OL0154_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0154+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2012
 OL0154
 OL0154  HISTORY     - Date     Condition        Report By
 OL0154  HISTORY     - UNK      MONUMENTED       WI3100
 OL0154  HISTORY     - 1972     GOOD             NGS
 OL0154  HISTORY     - 1988     GOOD             USPSQD
 OL0154  HISTORY     - 2003     GOOD             WIDT
 OL0154  HISTORY     - 20030316 GOOD             USPSQD
 OL0154  HISTORY     - 20060620 GOOD             WIDT
 OL0154  HISTORY     - 20120509 GOOD             GEOCAC
 OL0154
 OL0154                          STATION DESCRIPTION
 OL0154
 OL0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0154'AT MILWAUKEE.
 OL0154'AT MILWAUKEE, 0.25 MILE NORTHEAST OF THE NEW CHICAGO, MILWAUKEE,
 OL0154'ST PAUL AND PACIFIC RAILROAD STATION, AT THE NORTHWEST CORNER
 OL0154'OF THE INTERSECTION OF NORTH 3 RD STREET AND EVERETT STREET, AT
 OL0154'THE SOUTHWEST CORNER OF THE WISCONSIN ELECTRIC COMPANY BLDG,
 OL0154'40 1/2 FEET EAST OF THE CENTER LINE OF NORTH 3 RD STREET, 26
 OL0154'FEET NORTH OF THE CENTER LINE OF WEST EVERETT STREET, 3.7 FEET
 OL0154'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING SET IN THE TOP
 OL0154'OF A LIMESTONE WATER TABLET AND 2 1/2 FEET ABOVE THE SIDEWALK.
 OL0154'SEC 29, T 7 N, R 22 E.  NOTE-- THE DISK IS BATTERED.  STAMPING
 OL0154'NO LONGER LEGIBLE.
 OL0154
 OL0154                          STATION RECOVERY (1988)
 OL0154
 OL0154'RECOVERY NOTE BY US POWER SQUADRON 1988 (RH)
 OL0154'RECOVERED IN GOOD CONDITION.
 OL0154
 OL0154                          STATION RECOVERY (2003)
 OL0154
 OL0154'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OL0154'THE STATION IS LOCATED IN MILWAUKEE.  OWNERSHIP--WISCONSIN ELECTRIC.
 OL0154'THE STATION IS AT --231 WEST MICHIGAN AVENUE-- IN THE CITY OF
 OL0154'MILWAUKEE.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 OL0154'HIGHWAY 43 WITH US HIGHWAY 18 (WELLS STREET) IN THE CITY OF
 OL0154'MILWAUKEE, GO EAST ON US HIGHWAY 18 (WELLS STREET) FOR 0.7 KM TO 4TH
 OL0154'STREET, TURN RIGHT AND GO SOUTH ON 4TH STREET FOR 0.5 KM TO EVERETT
 OL0154'STREET ON THE LEFT, TURN LEFT AND GO EAST ON EVERETT STREET FOR 0.1
 OL0154'KM TO 3RD STREET AND THE STATION STRAIGHT AHEAD.  THE STATION IS A
 OL0154'BRONZE CITY OF MILWAUKEE SURVEY DISK SET IN THE WEST FACE OF THE
 OL0154'WISCONSIN ELECTRIC PUBLIC SERVICE BUILDING.  THE STATION IS 12.7 M
 OL0154'EAST OF THE CENTERLINE OF 3RD STREET, 8.0 M NORTH OF EVERETT STREET,
 OL0154'AND 1.2 M NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 OL0154'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 OL0154'BEING SET IN A BUILDING. ---NOTE---THE STAMPING ON THE DISK IS NOT
 OL0154'LEGIBLE.
 OL0154
 OL0154                          STATION RECOVERY (2003)
 OL0154
 OL0154'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 OL0154'MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 OL0154
 OL0154                          STATION RECOVERY (2006)
 OL0154
 OL0154'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OL0154'RECOVERED IN GOOD CONDITION.
 OL0154
 OL0154                          STATION RECOVERY (2012)
 OL0154
 OL0154'RECOVERY NOTE BY GEOCACHING 2012 (TLM)
 OL0154'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0454 ***********************************************************************
 PP0454  DESIGNATION -  102 BOLT
 PP0454  PID         -  PP0454
 PP0454  STATE/COUNTY-  WI/PIERCE
 PP0454  COUNTRY     -  US
 PP0454  USGS QUAD   -  DIAMOND BLUFF EAST (2018)
 PP0454
 PP0454                         *CURRENT SURVEY CONTROL
 PP0454  ______________________________________________________________________
 PP0454* NAD 83(1986) POSITION- 44 38 51.     (N) 092 37 23.     (W)   SCALED
 PP0454* NAVD 88 ORTHO HEIGHT -   219.971 (meters)      721.69  (feet) ADJUSTED
 PP0454  ______________________________________________________________________
 PP0454  GEOID HEIGHT    -        -30.071 (meters)                     GEOID18
 PP0454  DYNAMIC HEIGHT  -        219.939 (meters)      721.58  (feet) COMP
 PP0454  MODELED GRAVITY -    980,471.7   (mgal)                       NAVD 88
 PP0454
 PP0454  VERT ORDER      -  FIRST     CLASS I
 PP0454
 PP0454.The horizontal coordinates were scaled from a map and have
 PP0454.an estimated accuracy of +/- 6 seconds.
 PP0454
 PP0454.The orthometric height was determined by differential leveling and
 PP0454.adjusted by the NATIONAL GEODETIC SURVEY
 PP0454.in June 1991.
 PP0454
 PP0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0454.GEOID18 height accuracy estimate available here.
 PP0454
 PP0454.Click photographs - Photos may exist for this station.
 PP0454
 PP0454.The dynamic height is computed by dividing the NAVD 88
 PP0454.geopotential number by the normal gravity value computed on the
 PP0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0454.degrees latitude (g = 980.6199 gals.).
 PP0454
 PP0454.The modeled gravity was interpolated from observed gravity values.
 PP0454
 PP0454;                    North         East    Units  Estimated Accuracy
 PP0454;SPC WI C     -    93,830.      391,960.      MT  (+/- 180 meters Scaled)
 PP0454
 PP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK298438(NAD 83)
 PP0454
 PP0454                          SUPERSEDED SURVEY CONTROL
 PP0454
 PP0454  NGVD 29 (??/??/92)  219.932  (m)          721.56   (f) ADJ UNCH    1 1
 PP0454
 PP0454.Superseded values are not recommended for survey control.
 PP0454
 PP0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0454.See file dsdata.pdf to determine how the superseded data were derived.
 PP0454
 PP0454_MARKER: B = BOLT
 PP0454_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0454_SP_SET: TILE
 PP0454_STAMPING: 44 38 51 92 37 20
 PP0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0454
 PP0454  HISTORY     - Date     Condition        Report By
 PP0454  HISTORY     - UNK      MONUMENTED       MRC
 PP0454  HISTORY     - 1970     GOOD             NGS
 PP0454  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 PP0454
 PP0454                          STATION DESCRIPTION
 PP0454
 PP0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0454'5.65 MI NW FROM HAGER CITY.
 PP0454'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0454'HAGER CITY, THENCE 5.3 MILES NORTHWEST ALONG COUNTY ROAD E, 21.7 FEET
 PP0454'WEST OF THE WEST CORNER OF A TOOL SHED WHICH IS LOCATED BETWEEN TWO
 PP0454'TRACKS OF THE BURLINGTON NORTHERN RAILROAD, AT THE SMALL COMMUNITY OF
 PP0454'DIAMOND BLUFF, 44.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 PP0454'SOUTHWEST TRACK, 38 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 PP0454'NORTHEAST TRACK, A COPPER BOLT LEADED IN A TILE, ACCESS TO WHICH IS
 PP0454'HAD THROUGH AN IRON PIPE THAT BEARS A MISSISSIPPI RIVER COMMISSION CAP
 PP0454'STAMPED 44 38 51 92 37 20 AND IS DESIGNATED PBM 103 (MRC).  1/4, SEC
 PP0454'13, T 25N, R 18W.  NOTE-- THE PIPE IS ENCASED IN A STONE AND CONCRETE
 PP0454'STRUCTURE THAT IS 4 1/2 FEET HIGH.  THE PIPE PROJECTS 8 INCHES ABOVE
 PP0454'THE TOP OF THE STRUCTURE, AND THE BOLT IS 4 FEET BELOW THE TOP OF THE
 PP0454'PIPE.
 PP0454
 PP0454                          STATION RECOVERY (2003)
 PP0454
 PP0454'RECOVERY NOTE BY US POWER SQUADRON 2003 (GN)
 PP0454'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9564 ***********************************************************************
 AG9564  DESIGNATION -  102 WHITEFISH LAKE GPS
 AG9564  PID         -  AG9564
 AG9564  STATE/COUNTY-  WI/SAWYER
 AG9564  COUNTRY     -  US
 AG9564  USGS QUAD   -  HAUER (2018)
 AG9564
 AG9564                         *CURRENT SURVEY CONTROL
 AG9564  ______________________________________________________________________
 AG9564* NAD 83(2011) POSITION- 45 51 55.12202(N) 091 25 05.64520(W)   ADJUSTED
 AG9564* NAD 83(2011) ELLIP HT-   368.350 (meters)        (04/15/13)   ADJUSTED
 AG9564* NAD 83(2011) EPOCH   -  2010.00
 AG9564* NAVD 88 ORTHO HEIGHT -   397.836 (meters)     1305.23  (feet) ADJUSTED
 AG9564  ______________________________________________________________________
 AG9564  GEOID HEIGHT    -        -29.487 (meters)                     GEOID18
 AG9564  NAD 83(2011) X  -   -110,122.507 (meters)                     COMP
 AG9564  NAD 83(2011) Y  - -4,447,970.333 (meters)                     COMP
 AG9564  NAD 83(2011) Z  -  4,555,099.801 (meters)                     COMP
 AG9564  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 AG9564  DYNAMIC HEIGHT  -        397.826 (meters)     1305.20  (feet) COMP
 AG9564  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 AG9564
 AG9564  VERT ORDER      -  SECOND    CLASS I
 AG9564
 AG9564  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9564  Standards:
 AG9564         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9564            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9564  -------------------------------------------------------------------
 AG9564  NETWORK    0.46   0.94           0.21   0.16   0.48     -0.01518428
 AG9564  -------------------------------------------------------------------
 AG9564  Click here for local accuracies and other accuracy information.
 AG9564
 AG9564.The horizontal coordinates were established by GPS observations
 AG9564.and adjusted by the National Geodetic Survey in June 2012.
 AG9564
 AG9564.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9564.been affixed to the stable North American tectonic plate. See 
 AG9564.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9564
 AG9564.The horizontal coordinates are valid at the epoch date displayed above
 AG9564.which is a decimal equivalence of Year/Month/Day.
 AG9564
 AG9564.The orthometric height was determined by differential leveling and
 AG9564.adjusted by the WI DEPT OF TRANSP
 AG9564.in May 2012.
 AG9564
 AG9564.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9564.GEOID18 height accuracy estimate available here.
 AG9564
 AG9564.Click photographs - Photos may exist for this station.
 AG9564
 AG9564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9564
 AG9564.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9564
 AG9564.The ellipsoidal height was determined by GPS observations
 AG9564.and is referenced to NAD 83.
 AG9564
 AG9564.The dynamic height is computed by dividing the NAVD 88
 AG9564.geopotential number by the normal gravity value computed on the
 AG9564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9564.degrees latitude (g = 980.6199 gals.).
 AG9564
 AG9564.The modeled gravity was interpolated from observed gravity values.
 AG9564
 AG9564. The following values were computed from the NAD 83(2011) position.
 AG9564
 AG9564;                    North         East     Units Scale Factor Converg.
 AG9564;SPC WI N     -    78,633.075   489,882.940   MT  0.99995921   -1 01 23.1
 AG9564;SPC WI N     -   257,982.01  1,607,224.28   sFT  0.99995921   -1 01 23.1
 AG9564;UTM  15      - 5,080,299.349   622,776.135   MT  0.99978532   +1 08 07.4
 AG9564
 AG9564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9564!SPC WI N     -   0.99994226  x   0.99995921  =   0.99990147
 AG9564!UTM  15      -   0.99994226  x   0.99978532  =   0.99972759
 AG9564
 AG9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2277680299(NAD 83)
 AG9564
 AG9564                          SUPERSEDED SURVEY CONTROL
 AG9564
 AG9564  ELLIP H (06/27/12)  368.420  (m)                       GP(2010.00)    
 AG9564  ELLIP H (04/06/12)  368.381  (m)                       GP(       ) 1 1
 AG9564  NAD 83(2007)-  45 51 55.12209(N)    091 25 05.64589(W) AD(2002.00) 0
 AG9564  ELLIP H (02/10/07)  368.451  (m)                       GP(2002.00)    
 AG9564  NAD 83(1997)-  45 51 55.12191(N)    091 25 05.64660(W) AD(       ) 1
 AG9564  ELLIP H (12/26/02)  368.470  (m)                       GP(       ) 3 2
 AG9564  NAD 83(1991)-  45 51 55.12165(N)    091 25 05.64554(W) AD(       ) 1
 AG9564  ELLIP H (04/30/98)  368.463  (m)                       GP(       ) 3 2
 AG9564  NAVD 88             397.84   (m)         1305.2    (f) LEVELING    3  
 AG9564  NAVD 88 (04/30/98)  397.9    (m)  GEOID96  model used  GPS OBS        
 AG9564
 AG9564.Superseded values are not recommended for survey control.
 AG9564
 AG9564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9564.See file dsdata.pdf to determine how the superseded data were derived.
 AG9564
 AG9564_MARKER: DD = SURVEY DISK
 AG9564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9564_STAMPING: 102 WHITEFISH LAKE GPS 1995
 AG9564_MARK LOGO: WI-113
 AG9564_PROJECTION: FLUSH
 AG9564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9564+STABILITY: SURFACE MOTION
 AG9564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9564+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2010
 AG9564
 AG9564  HISTORY     - Date     Condition        Report By
 AG9564  HISTORY     - 1995     MONUMENTED       WI-113
 AG9564  HISTORY     - 20100921 GOOD             WIDT
 AG9564
 AG9564                          STATION DESCRIPTION
 AG9564
 AG9564'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9564'STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9564'SW1/4-NW1/4, SECTION 18, T39N, R8W.  TO REACH STATION FROM THE
 AG9564'JUNCTION OF S.T.H.  27 AND S.T.H.  70, WHICH IS 11.2 MI (18.0 KM)
 AG9564'SOUTH OF HAYWARD, VIA S.T.H.  27.  GO SOUTHEAST ON S.T.H.  27-70, 4.0
 AG9564'MI (6.4 KM) TO THE JUNCTION WITH BILLY BOY ROAD, TURN LEFT AND EAST ON
 AG9564'BILLY BOY ROAD, GO 0.5 MI (0.8 KM) TO THE JUNCTION WITH POTATO ROAD,
 AG9564'TURN LEFT AND NORTH ON POTATO ROAD, GO 0.9 MI (1.4 KM) TO STATION.
 AG9564'STATION IS LOCATED 24 FT (7.3 M) EAST OF CENTERLINE OF POTATO ROAD,
 AG9564'2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST AND 1.2 FT (0.4 M)
 AG9564'EAST OF A CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25
 AG9564'FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8
 AG9564'M) LONG, FLUSH IN GROUND.
 AG9564
 AG9564                          STATION RECOVERY (2010)
 AG9564
 AG9564'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9564'RECOVERED IN GOOD CONDITION.
 AG9564'
 AG9564'NOTE-CARSONITE WITNESS POSTS HAVE BEEN REMOVED AND MARK IS 1 M (3.3
 AG9564'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0168 ***********************************************************************
 RM0168  DESIGNATION -  1026
 RM0168  PID         -  RM0168
 RM0168  STATE/COUNTY-  WI/ASHLAND
 RM0168  COUNTRY     -  US
 RM0168  USGS QUAD   -  MELLEN (2018)
 RM0168
 RM0168                         *CURRENT SURVEY CONTROL
 RM0168  ______________________________________________________________________
 RM0168* NAD 83(1986) POSITION- 46 19 35.     (N) 090 39 30.     (W)   SCALED
 RM0168* NAVD 88 ORTHO HEIGHT -   377.864 (meters)     1239.71  (feet) ADJUSTED
 RM0168  ______________________________________________________________________
 RM0168  GEOID HEIGHT    -        -30.596 (meters)                     GEOID18
 RM0168  DYNAMIC HEIGHT  -        377.869 (meters)     1239.73  (feet) COMP
 RM0168  MODELED GRAVITY -    980,619.2   (mgal)                       NAVD 88
 RM0168
 RM0168  VERT ORDER      -  SECOND    CLASS 0
 RM0168
 RM0168.The horizontal coordinates were scaled from a map and have
 RM0168.an estimated accuracy of +/- 6 seconds.
 RM0168
 RM0168.The orthometric height was determined by differential leveling and
 RM0168.adjusted by the NATIONAL GEODETIC SURVEY
 RM0168.in June 1991.
 RM0168
 RM0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0168.GEOID18 height accuracy estimate available here.
 RM0168
 RM0168.Click photographs - Photos may exist for this station.
 RM0168
 RM0168.The dynamic height is computed by dividing the NAVD 88
 RM0168.geopotential number by the normal gravity value computed on the
 RM0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0168.degrees latitude (g = 980.6199 gals.).
 RM0168
 RM0168.The modeled gravity was interpolated from observed gravity values.
 RM0168
 RM0168;                    North         East    Units  Estimated Accuracy
 RM0168;SPC WI N     -   129,110.      549,310.      MT  (+/- 180 meters Scaled)
 RM0168
 RM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM802329(NAD 83)
 RM0168
 RM0168                          SUPERSEDED SURVEY CONTROL
 RM0168
 RM0168  NGVD 29 (??/??/92)  377.872  (m)         1239.74   (f) ADJ UNCH    2 0
 RM0168
 RM0168.Superseded values are not recommended for survey control.
 RM0168
 RM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0168.See file dsdata.pdf to determine how the superseded data were derived.
 RM0168
 RM0168_MARKER: DD = SURVEY DISK
 RM0168_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RM0168_STAMPING: 1026
 RM0168_MARK LOGO: CGS+SS
 RM0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0168
 RM0168  HISTORY     - Date     Condition        Report By
 RM0168  HISTORY     - 1934     MONUMENTED       WIGS
 RM0168  HISTORY     - 1934     GOOD             CGS
 RM0168  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 RM0168  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0168
 RM0168                          STATION DESCRIPTION
 RM0168
 RM0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0168'AT MELLEN.
 RM0168'AT MELLEN, ASHLAND COUNTY, 45 FEET EAST OF THE MINNEAPOLIS,
 RM0168'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION, AT MILEPOST
 RM0168'410, AND 10 FEET SOUTH OF THE PENOKEE MAIN TRACK.  A STATE
 RM0168'SURVEY STANDARD DISK, STAMPED 1026 AND SET IN THE TOP OF A
 RM0168'CONCRETE POST.
 RM0168
 RM0168                          STATION RECOVERY (2003)
 RM0168
 RM0168'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0168'NOT FOUND.  THE OLD RAILROAD STATION WAS TORN DOWN IN THE 1980'S.  A
 RM0168'NEW RAILROAD OFFICE AND GARAGE BUILDING WAS CONSTRUCTED AT A DIFFERENT
 RM0168'LOCATION.
 RM0168'
 RM0168
 RM0168                          STATION RECOVERY (2004)
 RM0168
 RM0168'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0168'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0452 ***********************************************************************
 PP0452  DESIGNATION -  103 CAP
 PP0452  PID         -  PP0452
 PP0452  STATE/COUNTY-  WI/PIERCE
 PP0452  COUNTRY     -  US
 PP0452  USGS QUAD   -  DIAMOND BLUFF EAST (2018)
 PP0452
 PP0452                         *CURRENT SURVEY CONTROL
 PP0452  ______________________________________________________________________
 PP0452* NAD 83(1986) POSITION- 44 38 52.     (N) 092 37 23.     (W)   SCALED
 PP0452* NAVD 88 ORTHO HEIGHT -   221.208 (meters)      725.75  (feet) ADJUSTED
 PP0452  ______________________________________________________________________
 PP0452  GEOID HEIGHT    -        -30.070 (meters)                     GEOID18
 PP0452  DYNAMIC HEIGHT  -        221.177 (meters)      725.64  (feet) COMP
 PP0452  MODELED GRAVITY -    980,471.7   (mgal)                       NAVD 88
 PP0452
 PP0452  VERT ORDER      -  FIRST     CLASS I
 PP0452
 PP0452.The horizontal coordinates were scaled from a map and have
 PP0452.an estimated accuracy of +/- 6 seconds.
 PP0452
 PP0452.The orthometric height was determined by differential leveling and
 PP0452.adjusted by the NATIONAL GEODETIC SURVEY
 PP0452.in June 1991.
 PP0452
 PP0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0452.GEOID18 height accuracy estimate available here.
 PP0452
 PP0452.Click photographs - Photos may exist for this station.
 PP0452
 PP0452.The dynamic height is computed by dividing the NAVD 88
 PP0452.geopotential number by the normal gravity value computed on the
 PP0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0452.degrees latitude (g = 980.6199 gals.).
 PP0452
 PP0452.The modeled gravity was interpolated from observed gravity values.
 PP0452
 PP0452;                    North         East    Units  Estimated Accuracy
 PP0452;SPC WI C     -    93,860.      391,960.      MT  (+/- 180 meters Scaled)
 PP0452
 PP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK298438(NAD 83)
 PP0452
 PP0452                          SUPERSEDED SURVEY CONTROL
 PP0452
 PP0452  NGVD 29 (??/??/92)  221.169  (m)          725.62   (f) ADJ UNCH    1 1
 PP0452
 PP0452.Superseded values are not recommended for survey control.
 PP0452
 PP0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0452.See file dsdata.pdf to determine how the superseded data were derived.
 PP0452
 PP0452_MARKER: P = PIPE CAP
 PP0452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0452_STAMPING: 44 38 51 92 37 20
 PP0452_MARK LOGO: MRC
 PP0452_MAGNETIC: P = MARKER IS A STEEL PIPE
 PP0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0452
 PP0452  HISTORY     - Date     Condition        Report By
 PP0452  HISTORY     - UNK      MONUMENTED       MRC
 PP0452  HISTORY     - 1970     GOOD             NGS
 PP0452  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 PP0452
 PP0452                          STATION DESCRIPTION
 PP0452
 PP0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0452'5.65 MI NW FROM HAGER CITY.
 PP0452'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0452'HAGER CITY, THENCE 5.3 MILES NORTHWEST ALONG COUNTY ROAD E, 21.7 FEET
 PP0452'WEST OF THE WEST CORNER OF A TOOL SHED WHICH IS LOCATED BETWEEN TWO
 PP0452'TRACKS OF THE BURLINGTON NORTHERN RAILROAD, AT THE SMALL COMMUNITY OF
 PP0452'DIAMOND BLUFF, 44.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 PP0452'SOUTHWEST TRACK, 38 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 PP0452'NORTHEAST TRACK, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND IS A
 PP0452'MISSISSIPPI RIVER COMMISSION CAP ON THE TOP OF AN IRON PIPE THAT IS
 PP0452'ENCASED IN A 4 1/2-FOOT HIGH STONE AND CONCRETE STRUCTURE.  1/4, SEC
 PP0452'13, T 25N, R 18W.  NOTE-- THE PIPE PROJECTS 8 INCHES ABOVE THE TOP OF
 PP0452'THE STRUCTURE.
 PP0452
 PP0452                          STATION RECOVERY (2003)
 PP0452
 PP0452'RECOVERY NOTE BY US POWER SQUADRON 2003 (GN)
 PP0452'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9989 ***********************************************************************
 AF9989  DESIGNATION -  103 STONE LAKE GPS
 AF9989  PID         -  AF9989
 AF9989  STATE/COUNTY-  WI/SAWYER
 AF9989  COUNTRY     -  US
 AF9989  USGS QUAD   -  STONE LAKE (2018)
 AF9989
 AF9989                         *CURRENT SURVEY CONTROL
 AF9989  ______________________________________________________________________
 AF9989* NAD 83(2011) POSITION- 45 52 13.75603(N) 091 31 37.33351(W)   ADJUSTED
 AF9989* NAD 83(2011) ELLIP HT-   383.452 (meters)        (06/27/12)   ADJUSTED
 AF9989* NAD 83(2011) EPOCH   -  2010.00
 AF9989* NAVD 88 ORTHO HEIGHT -   412.805 (meters)     1354.34  (feet) ADJUSTED
 AF9989  ______________________________________________________________________
 AF9989  GEOID HEIGHT    -        -29.350 (meters)                     GEOID18
 AF9989  NAD 83(2011) X  -   -118,558.090 (meters)                     COMP
 AF9989  NAD 83(2011) Y  - -4,447,350.902 (meters)                     COMP
 AF9989  NAD 83(2011) Z  -  4,555,511.267 (meters)                     COMP
 AF9989  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 AF9989  DYNAMIC HEIGHT  -        412.792 (meters)     1354.30  (feet) COMP
 AF9989  MODELED GRAVITY -    980,570.0   (mgal)                       NAVD 88
 AF9989
 AF9989  VERT ORDER      -  SECOND    CLASS I
 AF9989
 AF9989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9989  Standards:
 AF9989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9989  -------------------------------------------------------------------
 AF9989  NETWORK    0.35   0.84           0.16   0.12   0.43      0.07202947
 AF9989  -------------------------------------------------------------------
 AF9989  Click here for local accuracies and other accuracy information.
 AF9989
 AF9989.The horizontal coordinates were established by GPS observations
 AF9989.and adjusted by the National Geodetic Survey in June 2012.
 AF9989
 AF9989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9989.been affixed to the stable North American tectonic plate. See 
 AF9989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9989
 AF9989.The horizontal coordinates are valid at the epoch date displayed above
 AF9989.which is a decimal equivalence of Year/Month/Day.
 AF9989
 AF9989.The orthometric height was determined by differential leveling and
 AF9989.adjusted by the WI DEPT OF TRANSP
 AF9989.in May 2012.
 AF9989
 AF9989.No vertical observational check was made to the station.
 AF9989
 AF9989.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9989.GEOID18 height accuracy estimate available here.
 AF9989
 AF9989.Click photographs - Photos may exist for this station.
 AF9989
 AF9989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9989
 AF9989.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9989
 AF9989.The ellipsoidal height was determined by GPS observations
 AF9989.and is referenced to NAD 83.
 AF9989
 AF9989.The dynamic height is computed by dividing the NAVD 88
 AF9989.geopotential number by the normal gravity value computed on the
 AF9989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9989.degrees latitude (g = 980.6199 gals.).
 AF9989
 AF9989.The modeled gravity was interpolated from observed gravity values.
 AF9989
 AF9989. The following values were computed from the NAD 83(2011) position.
 AF9989
 AF9989;                    North         East     Units Scale Factor Converg.
 AF9989;SPC WI N     -    79,364.893   481,447.185   MT  0.99995874   -1 06 05.6
 AF9989;SPC WI N     -   260,382.99  1,579,547.97   sFT  0.99995874   -1 06 05.6
 AF9989;UTM  15      - 5,080,712.819   614,320.375   MT  0.99976067   +1 03 26.5
 AF9989
 AF9989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9989!SPC WI N     -   0.99993989  x   0.99995874  =   0.99989863
 AF9989!UTM  15      -   0.99993989  x   0.99976067  =   0.99970057
 AF9989
 AF9989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1432080712(NAD 83)
 AF9989
 AF9989                          SUPERSEDED SURVEY CONTROL
 AF9989
 AF9989  NAD 83(2007)-  45 52 13.75611(N)    091 31 37.33419(W) AD(2002.00) 0
 AF9989  ELLIP H (02/10/07)  383.483  (m)                       GP(2002.00)    
 AF9989  NAD 83(1997)-  45 52 13.75615(N)    091 31 37.33482(W) AD(       ) 1
 AF9989  ELLIP H (12/26/02)  383.503  (m)                       GP(       ) 3 2
 AF9989  NAD 83(1991)-  45 52 13.75577(N)    091 31 37.33399(W) AD(       ) 1
 AF9989  ELLIP H (04/30/98)  383.491  (m)                       GP(       ) 3 2
 AF9989  NAVD 88             412.80   (m)         1354.3    (f) LEVELING    3  
 AF9989  NAVD 88 (04/30/98)  412.8    (m)  GEOID96  model used  GPS OBS        
 AF9989
 AF9989.Superseded values are not recommended for survey control.
 AF9989
 AF9989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9989.See file dsdata.pdf to determine how the superseded data were derived.
 AF9989
 AF9989_MARKER: DD = SURVEY DISK
 AF9989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9989_STAMPING: 103 STONE LAKE GPS 1995
 AF9989_MARK LOGO: WI-113
 AF9989_PROJECTION: FLUSH
 AF9989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9989+STABILITY: SURFACE MOTION
 AF9989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9989+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2010
 AF9989
 AF9989  HISTORY     - Date     Condition        Report By
 AF9989  HISTORY     - 1995     MONUMENTED       WI-113
 AF9989  HISTORY     - 20100922 GOOD             WIDT
 AF9989
 AF9989                          STATION DESCRIPTION
 AF9989
 AF9989'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9989'STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTH OF HAYWARD, IN THE
 AF9989'SE1/4, SECTION 7, T39N, R9W.  TO REACH STATION FROM HAYWARD, AT THE
 AF9989'JUNCTION OF U.S.H.  63 AND S.T.H.  27.  GO SOUTH ON S.T.H.  27, 10.6
 AF9989'MI (17.1 KM) TO THE JUNCTION WITH BOYLAN ROAD, TURN RIGHT AND WEST ON
 AF9989'BOYLAN ROAD, GO 1.3 MI (2.1 KM) TO STATION.  STATION IS LOCATED 24 FT
 AF9989'(7.3 M) NORTH OF CENTERLINE OF BOYLAN ROAD, 1.7 FT (0.5 M) NORTH OF A
 AF9989'CARSONITE WITNESS POST AND 1.7 FT (0.5 M) WEST OF A CARSONITE WITNESS
 AF9989'POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AF9989'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AF9989
 AF9989                          STATION RECOVERY (2010)
 AF9989
 AF9989'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9989'RECOVERED IN GOOD CONDITION.
 AF9989'
 AF9989'NOTE-CARSONITE WITNESS POST HAS BEEN REMOVED AND MARK IS 1 M (3.3 FT)
 AF9989'FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0758 ***********************************************************************
 NH0758  DESIGNATION -  1031 WIS
 NH0758  PID         -  NH0758
 NH0758  STATE/COUNTY-  WI/GREEN
 NH0758  COUNTRY     -  US
 NH0758  USGS QUAD   -  MONROE (2018)
 NH0758
 NH0758                         *CURRENT SURVEY CONTROL
 NH0758  ______________________________________________________________________
 NH0758* NAD 83(1986) POSITION- 42 35 33.8    (N) 089 39 36.2    (W)   HD_HELD2
 NH0758* NAVD 88 ORTHO HEIGHT -   314.580 (meters)     1032.08  (feet) ADJUSTED
 NH0758  ______________________________________________________________________
 NH0758  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 NH0758  DYNAMIC HEIGHT  -        314.481 (meters)     1031.76  (feet) COMP
 NH0758  MODELED GRAVITY -    980,300.7   (mgal)                       NAVD 88
 NH0758
 NH0758  VERT ORDER      -  SECOND    CLASS 0
 NH0758
 NH0758.The horizontal coordinates were established by autonomous hand held GPS
 NH0758.observations and have an estimated accuracy of +/- 10 meters.
 NH0758
 NH0758.The orthometric height was determined by differential leveling and
 NH0758.adjusted by the NATIONAL GEODETIC SURVEY
 NH0758.in June 1991.
 NH0758
 NH0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0758.GEOID18 height accuracy estimate available here.
 NH0758
 NH0758.Click photographs - Photos may exist for this station.
 NH0758
 NH0758.The dynamic height is computed by dividing the NAVD 88
 NH0758.geopotential number by the normal gravity value computed on the
 NH0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0758.degrees latitude (g = 980.6199 gals.).
 NH0758
 NH0758.The modeled gravity was interpolated from observed gravity values.
 NH0758
 NH0758;                    North         East    Units  Estimated Accuracy
 NH0758;SPC WI S     -    65,904.      627,903.      MT  (+/- 10 meters HH2 GPS)
 NH0758
 NH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8175019018(NAD 83)
 NH0758
 NH0758                          SUPERSEDED SURVEY CONTROL
 NH0758
 NH0758  NGVD 29 (??/??/92)  314.662  (m)         1032.35   (f) ADJ UNCH    2 0
 NH0758
 NH0758.Superseded values are not recommended for survey control.
 NH0758
 NH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0758.See file dsdata.pdf to determine how the superseded data were derived.
 NH0758
 NH0758_MARKER: DD = SURVEY DISK
 NH0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0758_SP_SET: OVERPASS
 NH0758_STAMPING: 1031-WIS-1919
 NH0758_MARK LOGO: USGS
 NH0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0758
 NH0758  HISTORY     - Date     Condition        Report By
 NH0758  HISTORY     - 1919     MONUMENTED       USGS
 NH0758  HISTORY     - 1934     GOOD             CGS
 NH0758  HISTORY     - 20010303 GOOD             NGS
 NH0758
 NH0758                          STATION DESCRIPTION
 NH0758
 NH0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0758'1.2 MI W FROM MONROE.
 NH0758'1.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NH0758'RAILROAD TO THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD.  SET
 NH0758'IN THE NORTH END OF THE WEST STONE ABUTMENT OF OVERPASS, BRIDGE
 NH0758'F-144.
 NH0758
 NH0758                          STATION RECOVERY (2001)
 NH0758
 NH0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0758'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8325 ***********************************************************************
 DP8325  DESIGNATION -  103520
 DP8325  PID         -  DP8325
 DP8325  STATE/COUNTY-  WI/MARINETTE
 DP8325  COUNTRY     -  US
 DP8325  USGS QUAD   -  AMBERG (2018)
 DP8325
 DP8325                         *CURRENT SURVEY CONTROL
 DP8325  ______________________________________________________________________
 DP8325* NAD 83(1986) POSITION- 45 31 07.5    (N) 087 58 53.4    (W)   HD_HELD2
 DP8325* NAVD 88 ORTHO HEIGHT -   282.580 (meters)      927.10  (feet) ADJUSTED
 DP8325  ______________________________________________________________________
 DP8325  GEOID HEIGHT    -        -35.560 (meters)                     GEOID18
 DP8325  DYNAMIC HEIGHT  -        282.563 (meters)      927.04  (feet) COMP
 DP8325  MODELED GRAVITY -    980,550.4   (mgal)                       NAVD 88
 DP8325
 DP8325  VERT ORDER      -  SECOND    CLASS I
 DP8325
 DP8325.The horizontal coordinates were established by autonomous hand held GPS
 DP8325.observations and have an estimated accuracy of +/- 10 meters.
 DP8325
 DP8325.The orthometric height was determined by differential leveling and
 DP8325.adjusted by the NATIONAL GEODETIC SURVEY
 DP8325.in February 2017.
 DP8325
 DP8325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8325.GEOID18 height accuracy estimate available here.
 DP8325
 DP8325.Click photographs - Photos may exist for this station.
 DP8325
 DP8325.The dynamic height is computed by dividing the NAVD 88
 DP8325.geopotential number by the normal gravity value computed on the
 DP8325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8325.degrees latitude (g = 980.6199 gals.).
 DP8325
 DP8325.The modeled gravity was interpolated from observed gravity values.
 DP8325
 DP8325;                    North         East    Units  Estimated Accuracy
 DP8325;SPC WI C     -   189,249.      757,694.      MT  (+/- 10 meters HH2 GPS)
 DP8325
 DP8325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2334441048(NAD 83)
 DP8325
 DP8325                          SUPERSEDED SURVEY CONTROL
 DP8325
 DP8325.No superseded survey control is available for this station.
 DP8325
 DP8325_MARKER: DD = SURVEY DISK
 DP8325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8325_STAMPING: 103520 2000
 DP8325_MARK LOGO: WI-075
 DP8325_PROJECTION: FLUSH
 DP8325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8325+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2014
 DP8325
 DP8325  HISTORY     - Date     Condition        Report By
 DP8325  HISTORY     - 2000     MONUMENTED       WI-075
 DP8325  HISTORY     - 20141017 GOOD             WIDT
 DP8325
 DP8325                          STATION DESCRIPTION
 DP8325
 DP8325'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8325'HE STATION IS 19.6 MI (31.5 KM) SOUTHEAST OF GOODMAN, 4.9 MI (7.9 KM)
 DP8325'SOUTH OF BEECHER AND 1.3 MI (2.1 KM) NORTHEAST OF AMBERG.
 DP8325'
 DP8325'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8325'HIGHWAY K JUST SOUTH OF THE COMMUNITY OF AMBERG, GO NORTH ON US
 DP8325'HIGHWAY 141 FOR 1.8 MI (2.9 KM) TO BLACK SAM ROAD ON THE RIGHT.  TURN
 DP8325'RIGHT AND GO EAST ON BLACK SAM ROAD FOR 0.8 MI (1.3 KM) TO WAGNER ROAD
 DP8325'ON THE RIGHT.  CONTINUE EAST ON BLACK SAM ROAD FOR ABOUT 265 FT (80.8
 DP8325'M) TO THE STATION ON THE LEFT.
 DP8325'
 DP8325'THE STATION IS 8.1 M (26.6 FT) NORTH OF THE CENTERLINE OF BLACK SAM
 DP8325'ROAD, 80.5 M (264.1 FT) EAST OF THE CENTERLINE OF WAGNER ROAD, 33.9 M
 DP8325'(111.2 FT) NORTHWEST OF A POWER POLE -3520 10R20-, 33.0 M (108.3 FT)
 DP8325'NORTHEAST OF A POWER POLE -3520 10R21- AND LOCATED IN THE CENTER OF A
 DP8325'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8325'
 DP8325'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8325'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8325'GPS NETWORK CONTROL STATION DISK SET IN THE TOP OF A CONCRETE POST,
 DP8325'APPROXIMATELY 0.1 M (0.3 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0447 ***********************************************************************
 PP0447  DESIGNATION -  104 BOLT
 PP0447  PID         -  PP0447
 PP0447  STATE/COUNTY-  WI/PIERCE
 PP0447  COUNTRY     -  US
 PP0447  USGS QUAD   -  DIAMOND BLUFF EAST (2018)
 PP0447
 PP0447                         *CURRENT SURVEY CONTROL
 PP0447  ______________________________________________________________________
 PP0447* NAD 83(1986) POSITION- 44 38 39.     (N) 092 36 45.     (W)   SCALED
 PP0447* NAVD 88 ORTHO HEIGHT -   219.379 (meters)      719.75  (feet) ADJUSTED
 PP0447  ______________________________________________________________________
 PP0447  GEOID HEIGHT    -        -30.095 (meters)                     GEOID18
 PP0447  DYNAMIC HEIGHT  -        219.347 (meters)      719.64  (feet) COMP
 PP0447  MODELED GRAVITY -    980,470.5   (mgal)                       NAVD 88
 PP0447
 PP0447  VERT ORDER      -  FIRST     CLASS I
 PP0447
 PP0447.The horizontal coordinates were scaled from a map and have
 PP0447.an estimated accuracy of +/- 6 seconds.
 PP0447
 PP0447.The orthometric height was determined by differential leveling and
 PP0447.adjusted by the NATIONAL GEODETIC SURVEY
 PP0447.in June 1991.
 PP0447
 PP0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0447.GEOID18 height accuracy estimate available here.
 PP0447
 PP0447.Click photographs - Photos may exist for this station.
 PP0447
 PP0447.The dynamic height is computed by dividing the NAVD 88
 PP0447.geopotential number by the normal gravity value computed on the
 PP0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0447.degrees latitude (g = 980.6199 gals.).
 PP0447
 PP0447.The modeled gravity was interpolated from observed gravity values.
 PP0447
 PP0447;                    North         East    Units  Estimated Accuracy
 PP0447;SPC WI C     -    93,430.      392,790.      MT  (+/- 180 meters Scaled)
 PP0447
 PP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK307434(NAD 83)
 PP0447
 PP0447                          SUPERSEDED SURVEY CONTROL
 PP0447
 PP0447  NGVD 29 (??/??/92)  219.341  (m)          719.62   (f) ADJ UNCH    1 1
 PP0447
 PP0447.Superseded values are not recommended for survey control.
 PP0447
 PP0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0447.See file dsdata.pdf to determine how the superseded data were derived.
 PP0447
 PP0447_MARKER: B = BOLT
 PP0447_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0447_SP_SET: TILE
 PP0447_STAMPING: 44 38 36 92 36 36
 PP0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0447
 PP0447  HISTORY     - Date     Condition        Report By
 PP0447  HISTORY     - UNK      MONUMENTED       MRC
 PP0447  HISTORY     - 1970     GOOD             NGS
 PP0447  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 PP0447
 PP0447                          STATION DESCRIPTION
 PP0447
 PP0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0447'5.2 MI NW FROM HAGER CITY.
 PP0447'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0447'HAGER CITY, THENCE 4.7 MILES NORTHWEST ALONG COUNTY ROAD E, THENCE
 PP0447'0.15 MILE SOUTHWEST ACROSS A FIELD, 0.65 MILE SOUTHEAST OF THE SMALL
 PP0447'COMMUNITY OF DIAMOND BLUFF, 0.2 MILE SOUTHWEST OF A LARGE BARN, 76.6
 PP0447'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK OF THE
 PP0447'BURLINGTON NORTHERN RAILROAD, 44 1/2 FEET SOUTHWEST OF A FENCE, 6 FEET
 PP0447'NORTHEAST OF THE TOE OF A LOW RIDGE, AND IS A COPPER BOLT LEADED IN AN
 PP0447'18- X 18-INCH TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 PP0447'THROUGH AN IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP
 PP0447'THAT IS STAMPED 44 38 36 92 36 36 AND IS DESIGNATED PBM 105 (MRC). SEC
 PP0447'29, T 25N, R 18W.
 PP0447
 PP0447                          STATION RECOVERY (2003)
 PP0447
 PP0447'RECOVERY NOTE BY US POWER SQUADRON 2003 (GN)
 PP0447'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9559 ***********************************************************************
 AG9559  DESIGNATION -  104 WINDIGO LAKE GPS
 AG9559  PID         -  AG9559
 AG9559  STATE/COUNTY-  WI/SAWYER
 AG9559  COUNTRY     -  US
 AG9559  USGS QUAD   -  RESERVE (2019)
 AG9559
 AG9559                         *CURRENT SURVEY CONTROL
 AG9559  ______________________________________________________________________
 AG9559* NAD 83(2011) POSITION- 45 56 04.20687(N) 091 29 55.61549(W)   ADJUSTED
 AG9559* NAD 83(2011) ELLIP HT-   359.871 (meters)        (06/27/12)   ADJUSTED
 AG9559* NAD 83(2011) EPOCH   -  2010.00
 AG9559* NAVD 88 ORTHO HEIGHT -   389.002 (meters)     1276.25  (feet) ADJUSTED
 AG9559  ______________________________________________________________________
 AG9559  GEOID HEIGHT    -        -29.144 (meters)                     GEOID18
 AG9559  NAD 83(2011) X  -   -116,230.810 (meters)                     COMP
 AG9559  NAD 83(2011) Y  - -4,442,284.095 (meters)                     COMP
 AG9559  NAD 83(2011) Z  -  4,560,445.910 (meters)                     COMP
 AG9559  LAPLACE CORR    -         -4.80  (seconds)                    DEFLEC18
 AG9559  DYNAMIC HEIGHT  -        388.993 (meters)     1276.22  (feet) COMP
 AG9559  MODELED GRAVITY -    980,582.0   (mgal)                       NAVD 88
 AG9559
 AG9559  VERT ORDER      -  SECOND    CLASS I
 AG9559
 AG9559  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9559  Standards:
 AG9559         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9559            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9559  -------------------------------------------------------------------
 AG9559  NETWORK    0.43   0.96           0.20   0.14   0.49      0.07443606
 AG9559  -------------------------------------------------------------------
 AG9559  Click here for local accuracies and other accuracy information.
 AG9559
 AG9559.The horizontal coordinates were established by GPS observations
 AG9559.and adjusted by the National Geodetic Survey in June 2012.
 AG9559
 AG9559.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9559.been affixed to the stable North American tectonic plate. See 
 AG9559.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9559
 AG9559.The horizontal coordinates are valid at the epoch date displayed above
 AG9559.which is a decimal equivalence of Year/Month/Day.
 AG9559
 AG9559.The orthometric height was determined by differential leveling and
 AG9559.adjusted by the WI DEPT OF TRANSP
 AG9559.in May 2012.
 AG9559
 AG9559.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9559.GEOID18 height accuracy estimate available here.
 AG9559
 AG9559.Click photographs - Photos may exist for this station.
 AG9559
 AG9559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9559
 AG9559.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9559
 AG9559.The ellipsoidal height was determined by GPS observations
 AG9559.and is referenced to NAD 83.
 AG9559
 AG9559.The dynamic height is computed by dividing the NAVD 88
 AG9559.geopotential number by the normal gravity value computed on the
 AG9559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9559.degrees latitude (g = 980.6199 gals.).
 AG9559
 AG9559.The modeled gravity was interpolated from observed gravity values.
 AG9559
 AG9559. The following values were computed from the NAD 83(2011) position.
 AG9559
 AG9559;                    North         East     Units Scale Factor Converg.
 AG9559;SPC WI N     -    86,436.663   483,774.772   MT  0.99995359   -1 04 52.2
 AG9559;SPC WI N     -   283,584.29  1,587,184.40   sFT  0.99995359   -1 04 52.2
 AG9559;UTM  15      - 5,087,865.894   616,379.445   MT  0.99976651   +1 04 43.7
 AG9559
 AG9559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9559!SPC WI N     -   0.99994359  x   0.99995359  =   0.99989718
 AG9559!UTM  15      -   0.99994359  x   0.99976651  =   0.99971011
 AG9559
 AG9559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1637987865(NAD 83)
 AG9559
 AG9559                          SUPERSEDED SURVEY CONTROL
 AG9559
 AG9559  NAD 83(2007)-  45 56 04.20740(N)    091 29 55.61565(W) AD(2002.00) 1
 AG9559  ELLIP H (04/06/12)  359.878  (m)                       GP(2002.00) 1 1
 AG9559  NAD 83(2007)-  45 56 04.20695(N)    091 29 55.61619(W) AD(2002.00) 0
 AG9559  ELLIP H (02/10/07)  359.902  (m)                       GP(2002.00)    
 AG9559  NAD 83(1997)-  45 56 04.20697(N)    091 29 55.61679(W) AD(       ) 1
 AG9559  ELLIP H (12/26/02)  359.921  (m)                       GP(       ) 3 2
 AG9559  NAD 83(1991)-  45 56 04.20659(N)    091 29 55.61613(W) AD(       ) 1
 AG9559  ELLIP H (04/30/98)  359.907  (m)                       GP(       ) 3 2
 AG9559  NAVD 88             389.00   (m)         1276.2    (f) LEVELING    3  
 AG9559  NAVD 88 (04/30/98)  389.0    (m)  GEOID96  model used  GPS OBS        
 AG9559
 AG9559.Superseded values are not recommended for survey control.
 AG9559
 AG9559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9559.See file dsdata.pdf to determine how the superseded data were derived.
 AG9559
 AG9559_MARKER: DD = SURVEY DISK
 AG9559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9559_STAMPING: 104 WINDIGO LAKE GPS 1995
 AG9559_MARK LOGO: WI-113
 AG9559_PROJECTION: FLUSH
 AG9559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9559+STABILITY: SURFACE MOTION
 AG9559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9559+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2010
 AG9559
 AG9559  HISTORY     - Date     Condition        Report By
 AG9559  HISTORY     - 1995     MONUMENTED       WI-113
 AG9559  HISTORY     - 20100922 GOOD             WIDT
 AG9559
 AG9559                          STATION DESCRIPTION
 AG9559
 AG9559'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9559'STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTH OF HAYWARD, IN THE SW1/4,
 AG9559'SECTION 21, T40N, R9W.  TO REACH STATION FROM HAYWARD, AT THE JUNCTION
 AG9559'OF U.S.H.  63 AND S.T.H.  27.  GO SOUTH ON S.T.H.  27, 6.6 MI (10.6
 AG9559'KM) TO THE JUNCTION WITH HENK ROAD, TURN RIGHT AND WEST ON HENK ROAD,
 AG9559'GO 0.15 MI (0.24 KM) TO THE JUNCTION WITH A DRIVEWAY TO A GRAVEL PIT,
 AG9559'TURN RIGHT AND NORTH ON DRIVEWAY, GO 0.5 MI (0.8 KM) TO STATION.
 AG9559'STATION IS LOCATED 35 FT (10.7 M) NORTHWEST OF CENTERLINE OF DRIVEWAY,
 AG9559'2.2 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST AND 2.5 FT (0.8 M)
 AG9559'EAST OF A CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25
 AG9559'FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8
 AG9559'M) LONG, FLUSH IN GROUND.  KEY MAY BE NEEDED SEE COUNTY REP.
 AG9559
 AG9559                          STATION RECOVERY (2010)
 AG9559
 AG9559'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9559'RECOVERED IN GOOD CONDITION.
 AG9559'
 AG9559'NOTE-CARSONITE WITNESS POSTS HAVE BEEN REMOVED AND MARK IS 1 M (3.3
 AG9559'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0446 ***********************************************************************
 PP0446  DESIGNATION -  105 CAP
 PP0446  PID         -  PP0446
 PP0446  STATE/COUNTY-  WI/PIERCE
 PP0446  COUNTRY     -  US
 PP0446  USGS QUAD   -  DIAMOND BLUFF EAST (2018)
 PP0446
 PP0446                         *CURRENT SURVEY CONTROL
 PP0446  ______________________________________________________________________
 PP0446* NAD 83(1986) POSITION- 44 38 39.     (N) 092 36 46.     (W)   SCALED
 PP0446* NAVD 88 ORTHO HEIGHT -   220.609 (meters)      723.78  (feet) ADJUSTED
 PP0446  ______________________________________________________________________
 PP0446  GEOID HEIGHT    -        -30.094 (meters)                     GEOID18
 PP0446  DYNAMIC HEIGHT  -        220.577 (meters)      723.68  (feet) COMP
 PP0446  MODELED GRAVITY -    980,470.5   (mgal)                       NAVD 88
 PP0446
 PP0446  VERT ORDER      -  FIRST     CLASS I
 PP0446
 PP0446.The horizontal coordinates were scaled from a map and have
 PP0446.an estimated accuracy of +/- 6 seconds.
 PP0446
 PP0446.The orthometric height was determined by differential leveling and
 PP0446.adjusted by the NATIONAL GEODETIC SURVEY
 PP0446.in June 1991.
 PP0446
 PP0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0446.GEOID18 height accuracy estimate available here.
 PP0446
 PP0446.Click photographs - Photos may exist for this station.
 PP0446
 PP0446.The dynamic height is computed by dividing the NAVD 88
 PP0446.geopotential number by the normal gravity value computed on the
 PP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0446.degrees latitude (g = 980.6199 gals.).
 PP0446
 PP0446.The modeled gravity was interpolated from observed gravity values.
 PP0446
 PP0446;                    North         East    Units  Estimated Accuracy
 PP0446;SPC WI C     -    93,430.      392,770.      MT  (+/- 180 meters Scaled)
 PP0446
 PP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK307434(NAD 83)
 PP0446
 PP0446                          SUPERSEDED SURVEY CONTROL
 PP0446
 PP0446  NGVD 29 (??/??/92)  220.565  (m)          723.64   (f) ADJ UNCH    1 1
 PP0446
 PP0446.Superseded values are not recommended for survey control.
 PP0446
 PP0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0446.See file dsdata.pdf to determine how the superseded data were derived.
 PP0446
 PP0446_MARKER: P = PIPE CAP
 PP0446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0446_STAMPING: 44 38 36 92 36 36
 PP0446_MARK LOGO: MRC
 PP0446_MAGNETIC: P = MARKER IS A STEEL PIPE
 PP0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0446
 PP0446  HISTORY     - Date     Condition        Report By
 PP0446  HISTORY     - UNK      MONUMENTED       MRC
 PP0446  HISTORY     - 1970     GOOD             NGS
 PP0446
 PP0446                          STATION DESCRIPTION
 PP0446
 PP0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0446'5.2 MI NW FROM HAGER CITY.
 PP0446'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0446'HAGER CITY, THENCE 4.7 MILES NORTHWEST ALONG COUNTY ROAD E, THENCE
 PP0446'0.15 MILE SOUTHWEST ACROSS A FIELD, 0.65 MILE SOUTHEAST OF THE SMALL
 PP0446'COMMUNITY OF DIAMOND BLUFF, 0.2 MILE SOUTHWEST OF A LARGE BARN, 76.6
 PP0446'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK OF THE
 PP0446'BURLINGTON NORTHERN RAILROAD, 44 1/2 FEET SOUTHWEST OF A FENCE, 6 FEET
 PP0446'NORTHEAST OF THE TOE OF A LOW RIDGE, AND IS A MISSISSIPPI RIVER
 PP0446'COMMISSION CAP ON THE TOP OF AN IRON PIPE.  1/4, SEC 29, T 25N, R 18W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9558 ***********************************************************************
 AG9558  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9558  DESIGNATION -  105 COUNTY HILL GPS
 AG9558  PID         -  AG9558
 AG9558  STATE/COUNTY-  WI/SAWYER
 AG9558  COUNTRY     -  US
 AG9558  USGS QUAD   -  STANBERRY EAST (2018)
 AG9558
 AG9558                         *CURRENT SURVEY CONTROL
 AG9558  ______________________________________________________________________
 AG9558* NAD 83(2011) POSITION- 46 00 46.68202(N) 091 32 04.62284(W)   ADJUSTED
 AG9558* NAD 83(2011) ELLIP HT-   337.650 (meters)        (06/27/12)   ADJUSTED
 AG9558* NAD 83(2011) EPOCH   -  2010.00
 AG9558* NAVD 88 ORTHO HEIGHT -   366.30  (meters)     1201.8   (feet) GPS OBS
 AG9558  ______________________________________________________________________
 AG9558  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9558  GEOID HEIGHT    -        -28.657 (meters)                     GEOID12A
 AG9558  GEOID HEIGHT    -        -28.663 (meters)                     GEOID18
 AG9558  NAD 83(2011) X  -   -118,840.828 (meters)                     COMP
 AG9558  NAD 83(2011) Y  - -4,435,926.067 (meters)                     COMP
 AG9558  NAD 83(2011) Z  -  4,566,491.591 (meters)                     COMP
 AG9558  LAPLACE CORR    -         -8.92  (seconds)                    DEFLEC18
 AG9558
 AG9558  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9558  Standards:
 AG9558         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9558            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9558  -------------------------------------------------------------------
 AG9558  NETWORK    0.52   1.23           0.24   0.18   0.63     -0.00848837
 AG9558  -------------------------------------------------------------------
 AG9558  Click here for local accuracies and other accuracy information.
 AG9558
 AG9558.The horizontal coordinates were established by GPS observations
 AG9558.and adjusted by the National Geodetic Survey in June 2012.
 AG9558
 AG9558.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9558.been affixed to the stable North American tectonic plate. See 
 AG9558.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9558
 AG9558.The horizontal coordinates are valid at the epoch date displayed above
 AG9558.which is a decimal equivalence of Year/Month/Day.
 AG9558
 AG9558.The orthometric height was determined by GPS observations and a
 AG9558.high-resolution geoid model using precise GPS observation and
 AG9558.processing techniques.
 AG9558
 AG9558.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9558.GEOID18 height accuracy estimate available here.
 AG9558
 AG9558.Click photographs - Photos may exist for this station.
 AG9558
 AG9558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9558
 AG9558.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9558
 AG9558.The ellipsoidal height was determined by GPS observations
 AG9558.and is referenced to NAD 83.
 AG9558
 AG9558. The following values were computed from the NAD 83(2011) position.
 AG9558
 AG9558;                    North         East     Units Scale Factor Converg.
 AG9558;SPC WI N     -    95,209.157   481,164.700   MT  0.99994898   -1 06 25.3
 AG9558;SPC WI N     -   312,365.38  1,578,621.19   sFT  0.99994898   -1 06 25.3
 AG9558;UTM  15      - 5,096,532.106   613,441.033   MT  0.99975820   +1 03 16.0
 AG9558
 AG9558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9558!SPC WI N     -   0.99994707  x   0.99994898  =   0.99989605
 AG9558!UTM  15      -   0.99994707  x   0.99975820  =   0.99970528
 AG9558
 AG9558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1344196532(NAD 83)
 AG9558
 AG9558                          SUPERSEDED SURVEY CONTROL
 AG9558
 AG9558  ELLIP H (04/06/12)  337.667  (m)                       GP(       ) 1 1
 AG9558  NAD 83(2007)-  46 00 46.68210(N)    091 32 04.62354(W) AD(2002.00) 0
 AG9558  ELLIP H (02/10/07)  337.680  (m)                       GP(2002.00)    
 AG9558  NAD 83(1997)-  46 00 46.68215(N)    091 32 04.62409(W) AD(       ) 1
 AG9558  ELLIP H (12/26/02)  337.697  (m)                       GP(       ) 3 2
 AG9558  NAD 83(1991)-  46 00 46.68180(N)    091 32 04.62344(W) AD(       ) 1
 AG9558  ELLIP H (04/30/98)  337.682  (m)                       GP(       ) 3 2
 AG9558  NAVD 88 (04/30/98)  366.3    (m)  GEOID96  model used  GPS OBS        
 AG9558
 AG9558.Superseded values are not recommended for survey control.
 AG9558
 AG9558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9558.See file dsdata.pdf to determine how the superseded data were derived.
 AG9558
 AG9558_MARKER: DD = SURVEY DISK
 AG9558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9558_STAMPING: 105 COUNTY HILL GPS 1995
 AG9558_MARK LOGO: WI-113
 AG9558_PROJECTION: FLUSH
 AG9558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9558+STABILITY: SURFACE MOTION
 AG9558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9558+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2010
 AG9558
 AG9558  HISTORY     - Date     Condition        Report By
 AG9558  HISTORY     - 1995     MONUMENTED       WI-113
 AG9558  HISTORY     - 20100923 GOOD             WIDT
 AG9558
 AG9558                          STATION DESCRIPTION
 AG9558
 AG9558'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9558'STATION IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF HAYWARD, IN THE SE1/4,
 AG9558'SECTION 19, T41N, R9W.  TO REACH THE STATION FROM HAYWARD, AT THE
 AG9558'JUNCTION OF U.S.H.  63 AND S.T.H.  27.  GO SOUTH ON U.S.H.  63, 1.3 MI
 AG9558'(2.1 KM) TO THE JUNCTION WITH GREENWOOD LANE, TURN RIGHT AND NORTH ON
 AG9558'GREENWOOD LANE, GO 0.8 MI (1.3 KM) TO THE JUNCTION WITH COUNTY HILL
 AG9558'ROAD, TURN LEFT AND WEST ON COUNTY HILL ROAD, GO 1.6 MI (2.6 KM) TO
 AG9558'LOGGING ROAD TO THE NORTH, WHICH IS 0.8 MI (1.3 KM) WEST OF THE
 AG9558'JUNCTION OF COUNTY HILL ROAD AND GORUD ROAD, TURN RIGHT AND NORTH ON
 AG9558'LOGGING ROAD, GO 0.1 MI (0.2 KM) TO STATION.  STATION IS LOCATED 60 FT
 AG9558'(18.3 M) EAST OF CENTERLINE OF LOGGING ROAD, 1.8 FT (0.5 M) NORTHWEST
 AG9558'OF A CARSONITE WITNESS POST AND 1.9 FT (0.6 M) EAST OF A CARSONITE
 AG9558'WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA,
 AG9558'SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN
 AG9558'GROUND.  KEY MAY BE NEEDED SEE COUNTY REP.
 AG9558
 AG9558                          STATION RECOVERY (2010)
 AG9558
 AG9558'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9558'ALTERNATE TO REACH-- FROM THE JUNCTION OF USH 63 WITH HAYWARD ROAD
 AG9558'(NORTH), 5 MI (8.0 KM) SOUTHWEST OF THE CITY OF HAYWARD, GO NORTH THEN
 AG9558'EAST ON HAYWARD ROAD FOR 3.2 MI (5.1 KM) TO THE WASHBURN/SAWYER COUNTY
 AG9558'LINE, WHERE THE ROAD BECOMES COUNTY HILL ROAD, CONTINUE EAST ON COUNTY
 AG9558'HILL ROAD 0.8 MI (1.3 KM) TO PRIVATE ENTRANCE FOR '16811W THRU 16819W'
 AG9558'(RIGHT) AND LOGGING TRAIL (LEFT), TURN LEFT ON THE LOGGING TRAIL AND
 AG9558'GO NORTH, THEN EAST, THEN NORTH 0.1 MI (0.2 KM) TO STATION.  THE
 AG9558'LOGGING TRAIL IS 0.3 MI (0.5 KM) WEST OF GORNEY ROAD.  CARSONITE
 AG9558'WITNESS POSTS HAVE BEEN REMOVED AND MARK IS 1 M (3.3 FT) FROM THREE
 AG9558'ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.  VISIBLE
 AG9558'OBSTRUCTIONS INCLUDE TREES TO THE NORTH EXTENDING TO 65 DEGREES ABOVE
 AG9558'THE HORIZON AND TREES TO THE EAST EXTENDING TO 30 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0437 ***********************************************************************
 PP0437  DESIGNATION -  106 BOLT
 PP0437  PID         -  PP0437
 PP0437  STATE/COUNTY-  WI/PIERCE
 PP0437  COUNTRY     -  US
 PP0437  USGS QUAD   -  RED WING (2019)
 PP0437
 PP0437                         *CURRENT SURVEY CONTROL
 PP0437  ______________________________________________________________________
 PP0437* NAD 83(1986) POSITION- 44 36 10.     (N) 092 33 52.     (W)   SCALED
 PP0437* NAVD 88 ORTHO HEIGHT -   205.325 (meters)      673.64  (feet) ADJUSTED
 PP0437  ______________________________________________________________________
 PP0437  GEOID HEIGHT    -        -30.207 (meters)                     GEOID18
 PP0437  DYNAMIC HEIGHT  -        205.296 (meters)      673.54  (feet) COMP
 PP0437  MODELED GRAVITY -    980,470.2   (mgal)                       NAVD 88
 PP0437
 PP0437  VERT ORDER      -  FIRST     CLASS I
 PP0437
 PP0437.The horizontal coordinates were scaled from a map and have
 PP0437.an estimated accuracy of +/- 6 seconds.
 PP0437
 PP0437.The orthometric height was determined by differential leveling and
 PP0437.adjusted by the NATIONAL GEODETIC SURVEY
 PP0437.in June 1991.
 PP0437
 PP0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0437.GEOID18 height accuracy estimate available here.
 PP0437
 PP0437.Click photographs - Photos may exist for this station.
 PP0437
 PP0437.The dynamic height is computed by dividing the NAVD 88
 PP0437.geopotential number by the normal gravity value computed on the
 PP0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0437.degrees latitude (g = 980.6199 gals.).
 PP0437
 PP0437.The modeled gravity was interpolated from observed gravity values.
 PP0437
 PP0437;                    North         East    Units  Estimated Accuracy
 PP0437;SPC WI C     -    88,710.      396,450.      MT  (+/- 180 meters Scaled)
 PP0437
 PP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK345389(NAD 83)
 PP0437
 PP0437                          SUPERSEDED SURVEY CONTROL
 PP0437
 PP0437  NGVD 29 (??/??/92)  205.287  (m)          673.51   (f) ADJ UNCH    1 1
 PP0437
 PP0437.Superseded values are not recommended for survey control.
 PP0437
 PP0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0437.See file dsdata.pdf to determine how the superseded data were derived.
 PP0437
 PP0437_MARKER: B = BOLT
 PP0437_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0437_SP_SET: TILE
 PP0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0437
 PP0437  HISTORY     - Date     Condition        Report By
 PP0437  HISTORY     - UNK      MONUMENTED       MRC
 PP0437  HISTORY     - 1970     GOOD             NGS
 PP0437  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 PP0437
 PP0437                          STATION DESCRIPTION
 PP0437
 PP0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0437'1.55 MI W FROM HAGER CITY.
 PP0437'ABOUT 1.3 MILES WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT HAGER
 PP0437'CITY, THENCE 0.05 MILE SOUTHWEST ALONG A PAVED ROAD, THENCE 0.2 MILE
 PP0437'NORTHWEST ALONG A PAVED ROAD TO A CABIN CAMP AND TRAILER PARK WHICH IS
 PP0437'THE FORMER LOCATION OF TRENTON LANDING, 261 FEET NORTHWEST OF A LARGE
 PP0437'ARTESIAN WELL, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 83
 PP0437'FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED DRIVEWAY, 22 FEET
 PP0437'NORTHEAST OF THE NORTHEAST EDGE OF A POND, 70 FEET EAST OF A 16-INCH
 PP0437'MAPLE TREE, 58 FEET NORTHEAST OF A 30-INCH COTTONWOOD TREE, 32 FEET
 PP0437'EAST-SOUTHEAST OF A 38-INCH ELM TREE, 1.0 FOOT WEST OF A METAL WITNESS
 PP0437'POST, AND IS A COPPER BOLT LEADED IN AN 18- X 18-INCH TILE ABOUT 3
 PP0437'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE THAT
 PP0437'BEARS A MISSISSIPPI RIVER COMMISSION CAP THAT IS DESIGNATED PBM 107
 PP0437'(MRC).  1/4, SEC 33, T 24N, R 18W.
 PP0437
 PP0437                          STATION RECOVERY (2003)
 PP0437
 PP0437'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEH)
 PP0437'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0436 ***********************************************************************
 PP0436  DESIGNATION -  106 CAP
 PP0436  PID         -  PP0436
 PP0436  STATE/COUNTY-  WI/PIERCE
 PP0436  COUNTRY     -  US
 PP0436  USGS QUAD   -  RED WING (2019)
 PP0436
 PP0436                         *CURRENT SURVEY CONTROL
 PP0436  ______________________________________________________________________
 PP0436* NAD 83(1986) POSITION- 44 36 09.7    (N) 092 33 54.0    (W)   HD_HELD2
 PP0436* NAVD 88 ORTHO HEIGHT -   206.564 (meters)      677.70  (feet) ADJUSTED
 PP0436  ______________________________________________________________________
 PP0436  GEOID HEIGHT    -        -30.207 (meters)                     GEOID18
 PP0436  DYNAMIC HEIGHT  -        206.534 (meters)      677.60  (feet) COMP
 PP0436  MODELED GRAVITY -    980,470.2   (mgal)                       NAVD 88
 PP0436
 PP0436  VERT ORDER      -  FIRST     CLASS I
 PP0436
 PP0436.The horizontal coordinates were established by autonomous hand held GPS
 PP0436.observations and have an estimated accuracy of +/- 10 meters.
 PP0436
 PP0436.The orthometric height was determined by differential leveling and
 PP0436.adjusted by the NATIONAL GEODETIC SURVEY
 PP0436.in June 1991.
 PP0436
 PP0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0436.GEOID18 height accuracy estimate available here.
 PP0436
 PP0436.Click photographs - Photos may exist for this station.
 PP0436
 PP0436.The dynamic height is computed by dividing the NAVD 88
 PP0436.geopotential number by the normal gravity value computed on the
 PP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0436.degrees latitude (g = 980.6199 gals.).
 PP0436
 PP0436.The modeled gravity was interpolated from observed gravity values.
 PP0436
 PP0436;                    North         East    Units  Estimated Accuracy
 PP0436;SPC WI C     -    88,706.      396,409.      MT  (+/- 10 meters HH2 GPS)
 PP0436
 PP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3452038908(NAD 83)
 PP0436
 PP0436                          SUPERSEDED SURVEY CONTROL
 PP0436
 PP0436  NGVD 29 (??/??/92)  206.526  (m)          677.58   (f) ADJ UNCH    1 1
 PP0436
 PP0436.Superseded values are not recommended for survey control.
 PP0436
 PP0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0436.See file dsdata.pdf to determine how the superseded data were derived.
 PP0436
 PP0436_MARKER: P = PIPE CAP
 PP0436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0436_MARK LOGO: MRC
 PP0436_MAGNETIC: P = MARKER IS A STEEL PIPE
 PP0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0436+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP0436
 PP0436  HISTORY     - Date     Condition        Report By
 PP0436  HISTORY     - UNK      MONUMENTED       MRC
 PP0436  HISTORY     - 1970     GOOD             NGS
 PP0436  HISTORY     - 20030920 GOOD             USPSQD
 PP0436
 PP0436                          STATION DESCRIPTION
 PP0436
 PP0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0436'1.55 MI W FROM HAGER CITY.
 PP0436'ABOUT 1.3 MILES WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT HAGER
 PP0436'CITY, THENCE 0.05 MILE SOUTHWEST ALONG A PAVED ROAD, THENCE 0.2 MILE
 PP0436'NORTHWEST ALONG A PAVED ROAD TO A CABIN CAMP AND TRAILER PARK WHICH IS
 PP0436'THE FORMER TRENTON LANDING LOCATION, 261 FEET NORTHWEST OF A LARGE
 PP0436'ARTESIAN WELL, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 83
 PP0436'FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED DRIVEWAY, 22 FEET
 PP0436'NORTHEAST OF THE NORTHEAST EDGE OF A POND, 70 FEET EAST OF A 16-INCH
 PP0436'MAPLE TREE, 58 FEET NORTHEAST OF A 30-INCH COTTONWOOD TREE, 32 FEET
 PP0436'EAST-SOUTHEAST OF A 38-INCH ELM TREE, ABOUT LEVEL WITH THE DRIVEWAY,
 PP0436'ABOUT 15 FEET BELOW THE LEVEL OF THE ROAD, 1.0 FOOT WEST OF A METAL
 PP0436'WITNESS POST, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE TOP OF
 PP0436'A 4-INCH IRON PIPE.  1/4, SEC 33, T 24N, R 18W.
 PP0436
 PP0436                          STATION RECOVERY (2003)
 PP0436
 PP0436'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEH)
 PP0436'MARKER WAS RECOVERED 1 FOOT BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9556 ***********************************************************************
 AG9556  DESIGNATION -  106 PHIPPS FLOWAGE GPS
 AG9556  PID         -  AG9556
 AG9556  STATE/COUNTY-  WI/SAWYER
 AG9556  COUNTRY     -  US
 AG9556  USGS QUAD   -  HAYWARD (2019)
 AG9556
 AG9556                         *CURRENT SURVEY CONTROL
 AG9556  ______________________________________________________________________
 AG9556* NAD 83(2011) POSITION- 46 04 28.44811(N) 091 24 40.71141(W)   ADJUSTED
 AG9556* NAD 83(2011) ELLIP HT-   348.582 (meters)        (06/27/12)   ADJUSTED
 AG9556* NAD 83(2011) EPOCH   -  2010.00
 AG9556* NAVD 88 ORTHO HEIGHT -   377.309 (meters)     1237.89  (feet) ADJUSTED
 AG9556  ______________________________________________________________________
 AG9556  GEOID HEIGHT    -        -28.744 (meters)                     GEOID18
 AG9556  NAD 83(2011) X  -   -109,172.592 (meters)                     COMP
 AG9556  NAD 83(2011) Y  - -4,431,251.303 (meters)                     COMP
 AG9556  NAD 83(2011) Z  -  4,571,252.391 (meters)                     COMP
 AG9556  LAPLACE CORR    -         -9.76  (seconds)                    DEFLEC18
 AG9556  DYNAMIC HEIGHT  -        377.317 (meters)     1237.91  (feet) COMP
 AG9556  MODELED GRAVITY -    980,623.1   (mgal)                       NAVD 88
 AG9556
 AG9556  VERT ORDER      -  SECOND    CLASS I
 AG9556
 AG9556  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9556  Standards:
 AG9556         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9556            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9556  -------------------------------------------------------------------
 AG9556  NETWORK    0.61   2.00           0.28   0.20   1.02     -0.12406509
 AG9556  -------------------------------------------------------------------
 AG9556  Click here for local accuracies and other accuracy information.
 AG9556
 AG9556.The horizontal coordinates were established by GPS observations
 AG9556.and adjusted by the National Geodetic Survey in June 2012.
 AG9556
 AG9556.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9556.been affixed to the stable North American tectonic plate. See 
 AG9556.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9556
 AG9556.The horizontal coordinates are valid at the epoch date displayed above
 AG9556.which is a decimal equivalence of Year/Month/Day.
 AG9556
 AG9556.The orthometric height was determined by differential leveling and
 AG9556.adjusted by the WI DEPT OF TRANSP
 AG9556.in May 2012.
 AG9556
 AG9556.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9556.GEOID18 height accuracy estimate available here.
 AG9556
 AG9556.Click photographs - Photos may exist for this station.
 AG9556
 AG9556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9556
 AG9556.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9556
 AG9556.The ellipsoidal height was determined by GPS observations
 AG9556.and is referenced to NAD 83.
 AG9556
 AG9556.The dynamic height is computed by dividing the NAVD 88
 AG9556.geopotential number by the normal gravity value computed on the
 AG9556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9556.degrees latitude (g = 980.6199 gals.).
 AG9556
 AG9556.The modeled gravity was interpolated from observed gravity values.
 AG9556
 AG9556. The following values were computed from the NAD 83(2011) position.
 AG9556
 AG9556;                    North         East     Units Scale Factor Converg.
 AG9556;SPC WI N     -   101,877.800   490,833.892   MT  0.99994666   -1 01 05.1
 AG9556;SPC WI N     -   334,244.08  1,610,344.19   sFT  0.99994666   -1 01 05.1
 AG9556;UTM  15      - 5,103,559.529   622,850.116   MT  0.99978553   +1 08 39.8
 AG9556
 AG9556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9556!SPC WI N     -   0.99994536  x   0.99994666  =   0.99989202
 AG9556!UTM  15      -   0.99994536  x   0.99978553  =   0.99973090
 AG9556
 AG9556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2285003559(NAD 83)
 AG9556
 AG9556                          SUPERSEDED SURVEY CONTROL
 AG9556
 AG9556  NAD 83(2007)-  46 04 28.44821(N)    091 24 40.71212(W) AD(2002.00) 0
 AG9556  ELLIP H (02/10/07)  348.616  (m)                       GP(2002.00)    
 AG9556  NAD 83(1997)-  46 04 28.44826(N)    091 24 40.71269(W) AD(       ) 1
 AG9556  ELLIP H (12/26/02)  348.638  (m)                       GP(       ) 3 2
 AG9556  NAD 83(1991)-  46 04 28.44800(N)    091 24 40.71196(W) AD(       ) 1
 AG9556  ELLIP H (04/30/98)  348.625  (m)                       GP(       ) 3 2
 AG9556  NAVD 88 (04/30/98)  377.3    (m)  GEOID96  model used  GPS OBS        
 AG9556
 AG9556.Superseded values are not recommended for survey control.
 AG9556
 AG9556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9556.See file dsdata.pdf to determine how the superseded data were derived.
 AG9556
 AG9556_MARKER: DD = SURVEY DISK
 AG9556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9556_STAMPING: 106 PHIPPS FLOWAGE GPS 1995
 AG9556_MARK LOGO: WI-113
 AG9556_PROJECTION: FLUSH
 AG9556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9556+STABILITY: SURFACE MOTION
 AG9556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9556+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2009
 AG9556
 AG9556  HISTORY     - Date     Condition        Report By
 AG9556  HISTORY     - 1995     MONUMENTED       WI-113
 AG9556  HISTORY     - 20081005 GOOD             WIDT
 AG9556  HISTORY     - 20091218 GOOD             WIDT
 AG9556
 AG9556                          STATION DESCRIPTION
 AG9556
 AG9556'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9556'STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTHEAST OF HAYWARD, IN THE
 AG9556'NW1/4-SE1/4, SECTION 31, T42N, R8W.  TO REACH STATION FROM HAYWARD, AT
 AG9556'THE JUNCTION OF U.S.H.  63 AND S.T.H.  77.  GO NORTHEAST ON U.S.H.
 AG9556'63, 5.4 MI (8.7 KM) TO STATION.  STATION IS LOCATED 0.2 MI (0.3 KM)
 AG9556'NORTHEAST OF BRIDGE OVER NAMEKAGON RIVER, 73.6 FT (22.4 M) SOUTH OF
 AG9556'CENTERLINE OF U.S.H.  63, 155.3 FT (47.3 M) SOUTH OF A DRIVEWAY TO THE
 AG9556'WEST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9556'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9556
 AG9556                          STATION RECOVERY (2008)
 AG9556
 AG9556'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9556'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 39.5 M EAST OF THE
 AG9556'SOUTHWEST POST OF A --PHILLIPS LANDING LEFT-- SIGN, 33 M SOUTHEAST OF
 AG9556'A --SNOWMOBILE CROSSING-- WOOD SIGN POST, AND 3.2 M SOUTHWEST OF A
 AG9556'POWER POLE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 AG9556'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 AG9556'POLE 3.2 M NORTHEAST OF THE STATION EXTENDING TO 70 DEGREES ABOVE THE
 AG9556'HORIZON.
 AG9556
 AG9556                          STATION RECOVERY (2009)
 AG9556
 AG9556'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 AG9556'RECOVERED IN GOOD CONDITION.
 AG9556'
 AG9556'NOTE-ADD--TWO CARSONITE POSTS 2 FT (0.6 M) NORTH AND WEST OF STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0065 ***********************************************************************
 OM0065  DESIGNATION -  1068.964
 OM0065  PID         -  OM0065
 OM0065  STATE/COUNTY-  WI/WASHINGTON
 OM0065  COUNTRY     -  US
 OM0065  USGS QUAD   -  HARTFORD EAST (2018)
 OM0065
 OM0065                         *CURRENT SURVEY CONTROL
 OM0065  ______________________________________________________________________
 OM0065* NAD 83(1986) POSITION- 43 20 03.2    (N) 088 17 07.8    (W)   HD_HELD2
 OM0065* NAVD 88 ORTHO HEIGHT -   325.701 (meters)     1068.57  (feet) ADJUSTED
 OM0065  ______________________________________________________________________
 OM0065  GEOID HEIGHT    -        -34.829 (meters)                     GEOID18
 OM0065  DYNAMIC HEIGHT  -        325.621 (meters)     1068.31  (feet) COMP
 OM0065  MODELED GRAVITY -    980,365.1   (mgal)                       NAVD 88
 OM0065
 OM0065  VERT ORDER      -  SECOND    CLASS 0
 OM0065
 OM0065.The horizontal coordinates were established by autonomous hand held GPS
 OM0065.observations and have an estimated accuracy of +/- 10 meters.
 OM0065
 OM0065.The orthometric height was determined by differential leveling and
 OM0065.adjusted by the NATIONAL GEODETIC SURVEY
 OM0065.in June 1991.
 OM0065
 OM0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0065.GEOID18 height accuracy estimate available here.
 OM0065
 OM0065.Click photographs - Photos may exist for this station.
 OM0065
 OM0065.The dynamic height is computed by dividing the NAVD 88
 OM0065.geopotential number by the normal gravity value computed on the
 OM0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0065.degrees latitude (g = 980.6199 gals.).
 OM0065
 OM0065.The modeled gravity was interpolated from observed gravity values.
 OM0065
 OM0065;                    North         East    Units  Estimated Accuracy
 OM0065;SPC WI S     -   149,648.      739,023.      MT  (+/- 10 meters HH2 GPS)
 OM0065
 OM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9579098733(NAD 83)
 OM0065
 OM0065                          SUPERSEDED SURVEY CONTROL
 OM0065
 OM0065  NGVD 29 (??/??/92)  325.755  (m)         1068.75   (f) ADJ UNCH    2 0
 OM0065
 OM0065.Superseded values are not recommended for survey control.
 OM0065
 OM0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0065.See file dsdata.pdf to determine how the superseded data were derived.
 OM0065
 OM0065_MARKER: DD = SURVEY DISK
 OM0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0065_SP_SET: BUILDING
 OM0065_STAMPING: 1068.964-MIL
 OM0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0065
 OM0065  HISTORY     - Date     Condition        Report By
 OM0065  HISTORY     - UNK      MONUMENTED       USGS
 OM0065  HISTORY     - 1934     GOOD             CGS
 OM0065  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 OM0065
 OM0065                          STATION DESCRIPTION
 OM0065
 OM0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0065'AT SLINGER.
 OM0065'VERTICAL MARK SET ON THE SOUTH SIDE OF THE JOS. EICHE BUILDING
 OM0065'12 FEET SOUTHWEST OF THE FRONT (EAST) ENTRANCE, 6 FEET NORTH OF
 OM0065'THE SLINGER PHARMACY, 2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 OM0065
 OM0065                          STATION RECOVERY (2003)
 OM0065
 OM0065'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5219 ***********************************************************************
 DN5219  DESIGNATION -  107 SILVERTHORN GPS
 DN5219  PID         -  DN5219
 DN5219  STATE/COUNTY-  WI/SAWYER
 DN5219  COUNTRY     -  US
 DN5219  USGS QUAD   -  CABLE (2019)
 DN5219
 DN5219                         *CURRENT SURVEY CONTROL
 DN5219  ______________________________________________________________________
 DN5219* NAD 83(2011) POSITION- 46 08 12.21924(N) 091 21 16.77853(W)   ADJUSTED
 DN5219* NAD 83(2011) ELLIP HT-   362.138 (meters)        (04/15/13)   ADJUSTED
 DN5219* NAD 83(2011) EPOCH   -  2010.00
 DN5219* NAVD 88 ORTHO HEIGHT -   390.868 (meters)     1282.37  (feet) ADJUSTED
 DN5219  ______________________________________________________________________
 DN5219  GEOID HEIGHT    -        -28.731 (meters)                     GEOID18
 DN5219  NAD 83(2011) X  -   -104,673.895 (meters)                     COMP
 DN5219  NAD 83(2011) Y  - -4,426,388.723 (meters)                     COMP
 DN5219  NAD 83(2011) Z  -  4,576,052.749 (meters)                     COMP
 DN5219  LAPLACE CORR    -        -11.21  (seconds)                    DEFLEC18
 DN5219  DYNAMIC HEIGHT  -        390.877 (meters)     1282.40  (feet) COMP
 DN5219  MODELED GRAVITY -    980,624.9   (mgal)                       NAVD 88
 DN5219
 DN5219  VERT ORDER      -  SECOND    CLASS I
 DN5219
 DN5219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5219  Standards:
 DN5219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5219  -------------------------------------------------------------------
 DN5219  NETWORK    0.69   1.43           0.31   0.24   0.73     -0.17617473
 DN5219  -------------------------------------------------------------------
 DN5219  Click here for local accuracies and other accuracy information.
 DN5219
 DN5219.The horizontal coordinates were established by GPS observations
 DN5219.and adjusted by the National Geodetic Survey in April 2013.
 DN5219
 DN5219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5219.been affixed to the stable North American tectonic plate. See 
 DN5219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5219
 DN5219.The horizontal coordinates are valid at the epoch date displayed above
 DN5219.which is a decimal equivalence of Year/Month/Day.
 DN5219
 DN5219.The orthometric height was determined by differential leveling and
 DN5219.adjusted by the WI DEPT OF TRANSP
 DN5219.in May 2012.
 DN5219
 DN5219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5219.GEOID18 height accuracy estimate available here.
 DN5219
 DN5219.Click photographs - Photos may exist for this station.
 DN5219
 DN5219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5219
 DN5219.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5219
 DN5219.The ellipsoidal height was determined by GPS observations
 DN5219.and is referenced to NAD 83.
 DN5219
 DN5219.The dynamic height is computed by dividing the NAVD 88
 DN5219.geopotential number by the normal gravity value computed on the
 DN5219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5219.degrees latitude (g = 980.6199 gals.).
 DN5219
 DN5219.The modeled gravity was interpolated from observed gravity values.
 DN5219
 DN5219. The following values were computed from the NAD 83(2011) position.
 DN5219
 DN5219;                    North         East     Units Scale Factor Converg.
 DN5219;SPC WI N     -   108,709.270   495,333.065   MT  0.99994549   -0 58 38.0
 DN5219;SPC WI N     -   356,657.00  1,625,105.23   sFT  0.99994549   -0 58 38.0
 DN5219;UTM  15      - 5,110,554.867   627,087.588   MT  0.99979855   +1 11 11.2
 DN5219
 DN5219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5219!SPC WI N     -   0.99994323  x   0.99994549  =   0.99988873
 DN5219!UTM  15      -   0.99994323  x   0.99979855  =   0.99974179
 DN5219
 DN5219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2708710554(NAD 83)
 DN5219
 DN5219                          SUPERSEDED SURVEY CONTROL
 DN5219
 DN5219  NAD 83(2007)-  46 08 12.21938(N)    091 21 16.77923(W) AD(2002.00) 1
 DN5219  ELLIP H (04/06/12)  362.164  (m)                       GP(2002.00) 1 1
 DN5219  NAVD 88             390.87   (m)         1282.4    (f) LEVELING    3  
 DN5219
 DN5219.Superseded values are not recommended for survey control.
 DN5219
 DN5219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5219.See file dsdata.pdf to determine how the superseded data were derived.
 DN5219
 DN5219_MARKER: DD = SURVEY DISK
 DN5219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5219_STAMPING: 107 SILVERTHORN GPS 1995
 DN5219_MARK LOGO: WI-113
 DN5219_PROJECTION: FLUSH
 DN5219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5219+STABILITY: SURFACE MOTION
 DN5219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5219+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2010
 DN5219
 DN5219  HISTORY     - Date     Condition        Report By
 DN5219  HISTORY     - 1995     MONUMENTED       WI-113
 DN5219  HISTORY     - 20100513 GOOD             WIDT
 DN5219
 DN5219                          STATION DESCRIPTION
 DN5219
 DN5219'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5219'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5219'HIGHWAY OO IN THE COMMUNITY OF SEELEY APPROXIMATELY 10 MI (16.1 KM)
 DN5219'NORTHEAST OF THE CITY OF HAYWARD, GO NORTHEAST ON US HIGHWAY 63 FOR
 DN5219'0.9 MI (1.4 KM) TO PARK ROAD LEFT.  CONTINUE NORTH ON US HIGHWAY 63
 DN5219'FOR 0.20 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DN5219'
 DN5219'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN5219'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN5219'GROUND AND APPROXIMATELY 2 M (6.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5219'THE STATION IS 32.1 M (105.3 FT) NORTHWEST OF THE CENTERLINE OF US
 DN5219'HIGHWAY 63, 71.2 M (233.6 FT) SOUTHWEST OF THE CENTERLINE OF COOK
 DN5219'ROAD, 21.6 M (70.9 FT) SOUTHWEST OF FIBER OPTIC PEDESTAL -CW-HY 2A-
 DN5219'GUARDED BY TWO WOODEN POSTS AND 1.0 M (3.3 FT) SOUTHWEST AND 1.0 M
 DN5219'(3.3 FT) NORTHEAST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 DN5219'
 DN5219'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5219'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0424 ***********************************************************************
 PP0424  DESIGNATION -  108 BOLT
 PP0424  PID         -  PP0424
 PP0424  STATE/COUNTY-  WI/PIERCE
 PP0424  COUNTRY     -  US
 PP0424  USGS QUAD   -  RED WING (2019)
 PP0424
 PP0424                         *CURRENT SURVEY CONTROL
 PP0424  ______________________________________________________________________
 PP0424* NAD 83(1986) POSITION- 44 35 33.     (N) 092 33 20.     (W)   SCALED
 PP0424* NAVD 88 ORTHO HEIGHT -   205.255 (meters)      673.41  (feet) ADJUSTED
 PP0424  ______________________________________________________________________
 PP0424  GEOID HEIGHT    -        -30.222 (meters)                     GEOID18
 PP0424  DYNAMIC HEIGHT  -        205.226 (meters)      673.31  (feet) COMP
 PP0424  MODELED GRAVITY -    980,472.4   (mgal)                       NAVD 88
 PP0424
 PP0424  VERT ORDER      -  SECOND    CLASS 0
 PP0424
 PP0424.The horizontal coordinates were scaled from a map and have
 PP0424.an estimated accuracy of +/- 6 seconds.
 PP0424
 PP0424.The orthometric height was determined by differential leveling and
 PP0424.adjusted by the NATIONAL GEODETIC SURVEY
 PP0424.in June 1991.
 PP0424
 PP0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0424.GEOID18 height accuracy estimate available here.
 PP0424
 PP0424.Click photographs - Photos may exist for this station.
 PP0424
 PP0424.The dynamic height is computed by dividing the NAVD 88
 PP0424.geopotential number by the normal gravity value computed on the
 PP0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0424.degrees latitude (g = 980.6199 gals.).
 PP0424
 PP0424.The modeled gravity was interpolated from observed gravity values.
 PP0424
 PP0424;                    North         East    Units  Estimated Accuracy
 PP0424;SPC WI C     -    87,550.      397,120.      MT  (+/- 180 meters Scaled)
 PP0424
 PP0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK352377(NAD 83)
 PP0424
 PP0424                          SUPERSEDED SURVEY CONTROL
 PP0424
 PP0424  NGVD 29 (??/??/92)  205.272  (m)          673.46   (f) ADJ UNCH    2 0
 PP0424
 PP0424.Superseded values are not recommended for survey control.
 PP0424
 PP0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0424.See file dsdata.pdf to determine how the superseded data were derived.
 PP0424
 PP0424_MARKER: B = BOLT
 PP0424_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0424_SP_SET: TILE
 PP0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0424
 PP0424  HISTORY     - Date     Condition        Report By
 PP0424  HISTORY     - UNK      MONUMENTED       MRC
 PP0424  HISTORY     - 1970     MARK NOT FOUND   NGS
 PP0424
 PP0424                          STATION DESCRIPTION
 PP0424
 PP0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0424'2 MI NW FROM PUCKETTVILLE.
 PP0424'ABOUT 2 MILES NORTHWEST OF PUCKETTVILLE, AT THE CENTER OF THE HEAD OF
 PP0424'ISLAND 24, ON THE HIGHEST GROUND, 345 FEET EAST OF THE MAIN CHANNEL OF
 PP0424'THE RIVER, 65 FEET SOUTH OF THE NORTH CHANNEL, AND NEAR TWO BLAZED
 PP0424'MAPLE TREES.  THE TOP OF A COPPER BOLT LEADED IN A TILE 18 INCHES
 PP0424'SQUARE AND 3 FEET UNDERGROUND ACCESS WHICH IS HAD THROUGH AND IRON
 PP0424'PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0425 ***********************************************************************
 PP0425  DESIGNATION -  108 CAP
 PP0425  PID         -  PP0425
 PP0425  STATE/COUNTY-  WI/PIERCE
 PP0425  COUNTRY     -  US
 PP0425  USGS QUAD   -  RED WING (2019)
 PP0425
 PP0425                         *CURRENT SURVEY CONTROL
 PP0425  ______________________________________________________________________
 PP0425* NAD 83(1986) POSITION- 44 35 34.     (N) 092 33 20.     (W)   SCALED
 PP0425* NAVD 88 ORTHO HEIGHT -   206.468 (meters)      677.39  (feet) ADJUSTED
 PP0425  ______________________________________________________________________
 PP0425  GEOID HEIGHT    -        -30.222 (meters)                     GEOID18
 PP0425  DYNAMIC HEIGHT  -        206.439 (meters)      677.29  (feet) COMP
 PP0425  MODELED GRAVITY -    980,472.4   (mgal)                       NAVD 88
 PP0425
 PP0425  VERT ORDER      -  SECOND    CLASS 0
 PP0425
 PP0425.The horizontal coordinates were scaled from a map and have
 PP0425.an estimated accuracy of +/- 6 seconds.
 PP0425
 PP0425.The orthometric height was determined by differential leveling and
 PP0425.adjusted by the NATIONAL GEODETIC SURVEY
 PP0425.in June 1991.
 PP0425
 PP0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0425.GEOID18 height accuracy estimate available here.
 PP0425
 PP0425.Click photographs - Photos may exist for this station.
 PP0425
 PP0425.The dynamic height is computed by dividing the NAVD 88
 PP0425.geopotential number by the normal gravity value computed on the
 PP0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0425.degrees latitude (g = 980.6199 gals.).
 PP0425
 PP0425.The modeled gravity was interpolated from observed gravity values.
 PP0425
 PP0425;                    North         East    Units  Estimated Accuracy
 PP0425;SPC WI C     -    87,580.      397,120.      MT  (+/- 180 meters Scaled)
 PP0425
 PP0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK352378(NAD 83)
 PP0425
 PP0425                          SUPERSEDED SURVEY CONTROL
 PP0425
 PP0425  NGVD 29 (??/??/92)  206.49   (m)          677.5    (f) COMPUTED    2 0
 PP0425
 PP0425.Superseded values are not recommended for survey control.
 PP0425
 PP0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0425.See file dsdata.pdf to determine how the superseded data were derived.
 PP0425
 PP0425_MARKER: P = PIPE CAP
 PP0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0425_MARK LOGO: MRC
 PP0425_MAGNETIC: P = MARKER IS A STEEL PIPE
 PP0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0425
 PP0425  HISTORY     - Date     Condition        Report By
 PP0425  HISTORY     - UNK      MONUMENTED       MRC
 PP0425  HISTORY     - 1970     MARK NOT FOUND   NGS
 PP0425
 PP0425                          STATION DESCRIPTION
 PP0425
 PP0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0425'2 MI NW FROM PUCKETTVILLE.
 PP0425'ABOUT 2 MILES NORTHEAST OF PUCKETTVILLE, PIERCE COUNTY, THE TOP OF THE
 PP0425'CAP ON THE PIPE OVER PBM 108, DESCRIBED ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9987 ***********************************************************************
 AF9987  DESIGNATION -  108 ROUND LAKE GPS
 AF9987  PID         -  AF9987
 AF9987  STATE/COUNTY-  WI/SAWYER
 AF9987  COUNTRY     -  US
 AF9987  USGS QUAD   -  CHIEF LAKE (2018)
 AF9987
 AF9987                         *CURRENT SURVEY CONTROL
 AF9987  ______________________________________________________________________
 AF9987* NAD 83(2011) POSITION- 45 59 37.67351(N) 091 17 09.89356(W)   ADJUSTED
 AF9987* NAD 83(2011) ELLIP HT-   387.831 (meters)        (06/27/12)   ADJUSTED
 AF9987* NAD 83(2011) EPOCH   -  2010.00
 AF9987* NAVD 88 ORTHO HEIGHT -   417.1   (meters)     1368.    (feet) GPS OBS
 AF9987  ______________________________________________________________________
 AF9987  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9987  GEOID HEIGHT    -        -29.175 (meters)                     GEOID96
 AF9987  GEOID HEIGHT    -        -29.244 (meters)                     GEOID18
 AF9987  NAD 83(2011) X  -    -99,632.930 (meters)                     COMP
 AF9987  NAD 83(2011) Y  - -4,437,967.143 (meters)                     COMP
 AF9987  NAD 83(2011) Z  -  4,565,047.612 (meters)                     COMP
 AF9987  LAPLACE CORR    -         -4.55  (seconds)                    DEFLEC18
 AF9987
 AF9987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9987  Standards:
 AF9987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9987  -------------------------------------------------------------------
 AF9987  NETWORK    0.39   1.27           0.18   0.13   0.65     -0.06574483
 AF9987  -------------------------------------------------------------------
 AF9987  Click here for local accuracies and other accuracy information.
 AF9987
 AF9987.The horizontal coordinates were established by GPS observations
 AF9987.and adjusted by the National Geodetic Survey in June 2012.
 AF9987
 AF9987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9987.been affixed to the stable North American tectonic plate. See 
 AF9987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9987
 AF9987.The horizontal coordinates are valid at the epoch date displayed above
 AF9987.which is a decimal equivalence of Year/Month/Day.
 AF9987
 AF9987.The orthometric height was determined by GPS observations and a
 AF9987.high-resolution geoid model.
 AF9987
 AF9987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9987.GEOID18 height accuracy estimate available here.
 AF9987
 AF9987.Click photographs - Photos may exist for this station.
 AF9987
 AF9987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9987
 AF9987.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9987
 AF9987.The ellipsoidal height was determined by GPS observations
 AF9987.and is referenced to NAD 83.
 AF9987
 AF9987. The following values were computed from the NAD 83(2011) position.
 AF9987
 AF9987;                    North         East     Units Scale Factor Converg.
 AF9987;SPC WI N     -    92,737.136   500,374.093   MT  0.99994994   -0 55 39.9
 AF9987;SPC WI N     -   304,255.09  1,641,644.00   sFT  0.99994994   -0 55 39.9
 AF9987;UTM  15      - 5,094,786.498   632,726.840   MT  0.99981657   +1 13 58.6
 AF9987
 AF9987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9987!SPC WI N     -   0.99993920  x   0.99994994  =   0.99988915
 AF9987!UTM  15      -   0.99993920  x   0.99981657  =   0.99975579
 AF9987
 AF9987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3272694786(NAD 83)
 AF9987
 AF9987                          SUPERSEDED SURVEY CONTROL
 AF9987
 AF9987  NAD 83(2007)-  45 59 37.67359(N)    091 17 09.89426(W) AD(2002.00) 0
 AF9987  ELLIP H (02/10/07)  387.863  (m)                       GP(2002.00)    
 AF9987  NAD 83(1997)-  45 59 37.67363(N)    091 17 09.89487(W) AD(       ) 1
 AF9987  ELLIP H (12/26/02)  387.881  (m)                       GP(       ) 3 2
 AF9987  NAD 83(1991)-  45 59 37.67328(N)    091 17 09.89411(W) AD(       ) 1
 AF9987  ELLIP H (04/30/98)  387.872  (m)                       GP(       ) 3 2
 AF9987
 AF9987.Superseded values are not recommended for survey control.
 AF9987
 AF9987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9987.See file dsdata.pdf to determine how the superseded data were derived.
 AF9987
 AF9987_MARKER: DD = SURVEY DISK
 AF9987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9987_STAMPING: 108 ROUND LAKE GPS 1996
 AF9987_MARK LOGO: WI-113
 AF9987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9987+STABILITY: SURFACE MOTION
 AF9987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9987+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9987
 AF9987  HISTORY     - Date     Condition        Report By
 AF9987  HISTORY     - 1996     MONUMENTED       WI-113
 AF9987
 AF9987                          STATION DESCRIPTION
 AF9987
 AF9987'DESCRIBED BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 AF9987'STATION IS LOCATED ABOUT 9 MI (14.5 KM) EAST OF HAYWARD, IN THE NE1/4,
 AF9987'SECTION 31, T41N, R7W.  TO REACH STATION FROM HAYWARD, AT THE JUNCTION
 AF9987'OF U.S.H.  63 AND S.T.H.  27.  GO SOUTH ON S.T.H.  27, 0.4 MI (0.6 KM)
 AF9987'TO JUNCTION WITH C.T.H.  B, TURN LEFT AND EAST ON C.T.H. B, GO 9.9 MI
 AF9987'(15.9 KM) TO STATION.  STATION IS LOCATED 0.15 MI (0.24 KM) WEST OF
 AF9987'THE JUNCTION OF C.T.H.  B AND MCCLAINE ROAD, 56 FT (17.1 M) NORTH OF
 AF9987'CENTERLINE OF C.T.H.  B, 1.9 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 AF9987'POST AND 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.  STATION
 AF9987'MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT
 AF9987'(0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0081 ***********************************************************************
 RM0081  DESIGNATION -  1086.51
 RM0081  PID         -  RM0081
 RM0081  STATE/COUNTY-  WI/IRON
 RM0081  COUNTRY     -  US
 RM0081  USGS QUAD   -  SAXON (2018)
 RM0081
 RM0081                         *CURRENT SURVEY CONTROL
 RM0081  ______________________________________________________________________
 RM0081* NAD 83(1986) POSITION- 46 29 24.     (N) 090 27 10.     (W)   SCALED
 RM0081* NAVD 88 ORTHO HEIGHT -   331.137 (meters)     1086.41  (feet) ADJUSTED
 RM0081  ______________________________________________________________________
 RM0081  GEOID HEIGHT    -        -30.881 (meters)                     GEOID18
 RM0081  DYNAMIC HEIGHT  -        331.156 (meters)     1086.47  (feet) COMP
 RM0081  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 RM0081
 RM0081  VERT ORDER      -  FIRST     CLASS II
 RM0081
 RM0081.The horizontal coordinates were scaled from a map and have
 RM0081.an estimated accuracy of +/- 6 seconds.
 RM0081
 RM0081.The orthometric height was determined by differential leveling and
 RM0081.adjusted by the NATIONAL GEODETIC SURVEY
 RM0081.in June 1991.
 RM0081
 RM0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0081.GEOID18 height accuracy estimate available here.
 RM0081
 RM0081.Click photographs - Photos may exist for this station.
 RM0081
 RM0081.The dynamic height is computed by dividing the NAVD 88
 RM0081.geopotential number by the normal gravity value computed on the
 RM0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0081.degrees latitude (g = 980.6199 gals.).
 RM0081
 RM0081.The modeled gravity was interpolated from observed gravity values.
 RM0081
 RM0081;                    North         East    Units  Estimated Accuracy
 RM0081;SPC WI N     -   147,180.      565,240.      MT  (+/- 180 meters Scaled)
 RM0081
 RM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM954516(NAD 83)
 RM0081
 RM0081                          SUPERSEDED SURVEY CONTROL
 RM0081
 RM0081  NGVD 29 (??/??/92)  331.156  (m)         1086.47   (f) ADJ UNCH    1 2
 RM0081
 RM0081.Superseded values are not recommended for survey control.
 RM0081
 RM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0081.See file dsdata.pdf to determine how the superseded data were derived.
 RM0081
 RM0081_MARKER: Q = CHISELED SQUARE
 RM0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RM0081_SP_SET: CONCRETE BASE
 RM0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0081
 RM0081  HISTORY     - Date     Condition        Report By
 RM0081  HISTORY     - UNK      MONUMENTED       USGS
 RM0081  HISTORY     - 1934     GOOD             CGS
 RM0081  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0081
 RM0081                          STATION DESCRIPTION
 RM0081
 RM0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0081'1.9 MI W FROM SAXON.
 RM0081'1.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RM0081'FROM SAXON, IRON COUNTY, AT THE SOUTHWEST CORNER OF THE CROSSING
 RM0081'OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILROAD, AND ON THE
 RM0081'TOP OF THE CONCRETE BASE OF THE INTERLOCKING SYSTEM.  A CHISELED
 RM0081'SQUARE.
 RM0081
 RM0081                          STATION RECOVERY (1982)
 RM0081
 RM0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0081'NOT RECOVERED.  PROBABLY TAKEN OUT BY RAILROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5402 ***********************************************************************
 DH5402  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5402  DESIGNATION -  11 153W
 DH5402  PID         -  DH5402
 DH5402  STATE/COUNTY-  WI/MONROE
 DH5402  COUNTRY     -  US
 DH5402  USGS QUAD   -  SAINT MARYS (2018)
 DH5402
 DH5402                         *CURRENT SURVEY CONTROL
 DH5402  ______________________________________________________________________
 DH5402* NAD 83(2011) POSITION- 43 47 49.71343(N) 090 42 05.68333(W)   ADJUSTED
 DH5402* NAD 83(2011) ELLIP HT-   391.871 (meters)        (06/27/12)   ADJUSTED
 DH5402* NAD 83(2011) EPOCH   -  2010.00
 DH5402* NAVD 88 ORTHO HEIGHT -   425.25  (meters)     1395.2   (feet) GPS OBS
 DH5402  ______________________________________________________________________
 DH5402  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5402  GEOID HEIGHT    -        -33.378 (meters)                     GEOID12A
 DH5402  GEOID HEIGHT    -        -33.379 (meters)                     GEOID18
 DH5402  NAD 83(2011) X  -    -56,464.379 (meters)                     COMP
 DH5402  NAD 83(2011) Y  - -4,611,042.046 (meters)                     COMP
 DH5402  NAD 83(2011) Z  -  4,392,121.560 (meters)                     COMP
 DH5402  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 DH5402
 DH5402  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5402  Standards:
 DH5402         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5402            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5402  -------------------------------------------------------------------
 DH5402  NETWORK    0.24   0.35           0.11   0.08   0.18      0.09479877
 DH5402  -------------------------------------------------------------------
 DH5402  Click here for local accuracies and other accuracy information.
 DH5402
 DH5402.The horizontal coordinates were established by GPS observations
 DH5402.and adjusted by the National Geodetic Survey in June 2012.
 DH5402
 DH5402.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5402.been affixed to the stable North American tectonic plate. See 
 DH5402.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5402
 DH5402.The horizontal coordinates are valid at the epoch date displayed above
 DH5402.which is a decimal equivalence of Year/Month/Day.
 DH5402
 DH5402.The orthometric height was determined by GPS observations and a
 DH5402.high-resolution geoid model using precise GPS observation and
 DH5402.processing techniques.
 DH5402
 DH5402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5402.GEOID18 height accuracy estimate available here.
 DH5402
 DH5402.Click photographs - Photos may exist for this station.
 DH5402
 DH5402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5402
 DH5402.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5402
 DH5402.The ellipsoidal height was determined by GPS observations
 DH5402.and is referenced to NAD 83.
 DH5402
 DH5402. The following values were computed from the NAD 83(2011) position.
 DH5402
 DH5402;                    North         East     Units Scale Factor Converg.
 DH5402;SPC WI S     -   199,885.719   543,540.802   MT  0.99995639   -0 28 55.4
 DH5402;SPC WI S     -   655,791.73  1,783,266.78   sFT  0.99995639   -0 28 55.4
 DH5402;UTM  15      - 4,851,909.837   684,902.732   MT  1.00002053   +1 35 28.3
 DH5402
 DH5402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5402!SPC WI S     -   0.99993855  x   0.99995639  =   0.99989495
 DH5402!UTM  15      -   0.99993855  x   1.00002053  =   0.99995908
 DH5402
 DH5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8490251909(NAD 83)
 DH5402
 DH5402                          SUPERSEDED SURVEY CONTROL
 DH5402
 DH5402  NAD 83(2007)-  43 47 49.71345(N)    090 42 05.68414(W) AD(2002.00) 0
 DH5402  ELLIP H (02/10/07)  391.900  (m)                       GP(2002.00)    
 DH5402  NAD 83(1997)-  43 47 49.71341(N)    090 42 05.68459(W) AD(       ) 1
 DH5402  ELLIP H (08/01/05)  391.893  (m)                       GP(       ) 2 1
 DH5402  NAVD 88 (07/26/07)  425.26   (m)  GEOID03  model used  GPS OBS        
 DH5402
 DH5402.Superseded values are not recommended for survey control.
 DH5402
 DH5402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5402.See file dsdata.pdf to determine how the superseded data were derived.
 DH5402
 DH5402_MARKER: DD = SURVEY DISK
 DH5402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5402_STAMPING: 11-153W 1997
 DH5402_MARK LOGO: WI-081
 DH5402_PROJECTION: FLUSH
 DH5402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5402+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH5402
 DH5402  HISTORY     - Date     Condition        Report By
 DH5402  HISTORY     - 1997     MONUMENTED       WI-081
 DH5402  HISTORY     - 20030304 GOOD             WIDT
 DH5402  HISTORY     - 20100907 GOOD             WIDT
 DH5402
 DH5402                          STATION DESCRIPTION
 DH5402
 DH5402'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5402'OWNERSHIP--TOWNSHIP OF JEFFERSON.  TO REACH THE STATION FROM THE
 DH5402'JUNCTION OF STATE  HIGHWAY 33 WITH COUNTY HIGHWAY U AT THE
 DH5402'INTERSECTION OF SOUTH STREET WITH FRONT  STREET IN THE VILLAGE OF
 DH5402'CASHTON, GO NORTHEAST ON COUNTY HIGHWAY U (FRONT STREET) FOR  3.9 MI
 DH5402'TO MELROSE ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON MELROSE ROAD
 DH5402'FOR 0.35 MI  TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH5402'MONROE COUNTY GEODETIC CONTROL  MARKER DISK SET IN THE TOP OF A 40-CM
 DH5402'DIAMETER ROUND CONCRETE POST ABOUT 0.5 M BELOW  THE ROAD PAVEMENT.
 DH5402'THE STATION IS 5.6 M WEST OF THE CENTERLINE OF MELROSE ROAD, 7.7 M
 DH5402'SOUTH OF A POWER POLE, 1.0 M NORTHWEST, NORTH AND SOUTH OF THREE
 DH5402'ORANGE 4X4 PLASTIC  WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DH5402'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN  15 DEGREES ABOVE THE
 DH5402'HORIZON.
 DH5402
 DH5402                          STATION RECOVERY (2010)
 DH5402
 DH5402'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5402'RECOVERED IN GOOD CONDITION.  NOTE---THE POWER POLE IN THE 2003
 DH5402'DESCRIPTION IS NUMBERED --9326EE7--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5304 ***********************************************************************
 DK5304  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5304  DESIGNATION -  11 184W
 DK5304  PID         -  DK5304
 DK5304  STATE/COUNTY-  WI/MONROE
 DK5304  COUNTRY     -  US
 DK5304  USGS QUAD   -  CATARACT (2018)
 DK5304
 DK5304                         *CURRENT SURVEY CONTROL
 DK5304  ______________________________________________________________________
 DK5304* NAD 83(2011) POSITION- 44 03 28.04983(N) 090 49 45.06818(W)   ADJUSTED
 DK5304* NAD 83(2011) ELLIP HT-   231.461 (meters)        (06/27/12)   ADJUSTED
 DK5304* NAD 83(2011) EPOCH   -  2010.00
 DK5304* NAVD 88 ORTHO HEIGHT -   264.49  (meters)      867.7   (feet) GPS OBS
 DK5304  ______________________________________________________________________
 DK5304  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5304  GEOID HEIGHT    -        -33.022 (meters)                     GEOID12A
 DK5304  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 DK5304  NAD 83(2011) X  -    -66,441.320 (meters)                     COMP
 DK5304  NAD 83(2011) Y  - -4,590,698.914 (meters)                     COMP
 DK5304  NAD 83(2011) Z  -  4,412,869.477 (meters)                     COMP
 DK5304  LAPLACE CORR    -         -8.51  (seconds)                    DEFLEC18
 DK5304
 DK5304  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5304  Standards:
 DK5304         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5304            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5304  -------------------------------------------------------------------
 DK5304  NETWORK    0.35   0.31           0.16   0.12   0.16      0.16305909
 DK5304  -------------------------------------------------------------------
 DK5304  Click here for local accuracies and other accuracy information.
 DK5304
 DK5304.The horizontal coordinates were established by GPS observations
 DK5304.and adjusted by the National Geodetic Survey in June 2012.
 DK5304
 DK5304.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5304.been affixed to the stable North American tectonic plate. See 
 DK5304.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5304
 DK5304.The horizontal coordinates are valid at the epoch date displayed above
 DK5304.which is a decimal equivalence of Year/Month/Day.
 DK5304
 DK5304.The orthometric height was determined by GPS observations and a
 DK5304.high-resolution geoid model using precise GPS observation and
 DK5304.processing techniques.
 DK5304
 DK5304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5304.GEOID18 height accuracy estimate available here.
 DK5304
 DK5304.Click photographs - Photos may exist for this station.
 DK5304
 DK5304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5304
 DK5304.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5304
 DK5304.The ellipsoidal height was determined by GPS observations
 DK5304.and is referenced to NAD 83.
 DK5304
 DK5304. The following values were computed from the NAD 83(2011) position.
 DK5304
 DK5304;                    North         East     Units Scale Factor Converg.
 DK5304;SPC WI S     -   228,938.762   533,559.982   MT  0.99999821   -0 34 11.1
 DK5304;SPC WI S     -   751,109.92  1,750,521.37   sFT  0.99999821   -0 34 11.1
 DK5304;UTM  15      - 4,880,582.736   673,875.521   MT  0.99997184   +1 30 35.7
 DK5304
 DK5304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5304!SPC WI S     -   0.99996371  x   0.99999821  =   0.99996192
 DK5304!UTM  15      -   0.99996371  x   0.99997184  =   0.99993555
 DK5304
 DK5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7387580582(NAD 83)
 DK5304
 DK5304                          SUPERSEDED SURVEY CONTROL
 DK5304
 DK5304  NAD 83(2007)-  44 03 28.04986(N)    090 49 45.06902(W) AD(2002.00) 1
 DK5304  ELLIP H (07/29/08)  231.492  (m)                       GP(2002.00) 3 1
 DK5304  NAVD 88 (07/29/08)  264.48   (m)  GEOID03  model used  GPS OBS        
 DK5304
 DK5304.Superseded values are not recommended for survey control.
 DK5304
 DK5304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5304.See file dsdata.pdf to determine how the superseded data were derived.
 DK5304
 DK5304_MARKER: DD = SURVEY DISK
 DK5304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5304_STAMPING: 11-184W 1996
 DK5304_MARK LOGO: WI-081
 DK5304_PROJECTION: FLUSH
 DK5304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5304+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 DK5304
 DK5304  HISTORY     - Date     Condition        Report By
 DK5304  HISTORY     - 1996     MONUMENTED       WI-081
 DK5304  HISTORY     - 20061003 GOOD             WIDT
 DK5304  HISTORY     - 20100830 GOOD             WIDT
 DK5304
 DK5304                          STATION DESCRIPTION
 DK5304
 DK5304'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5304'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DK5304'HIGHWAY I TO THE EAST AND CASPER AVENUE TO THE WEST IN THE COMMUNITY
 DK5304'OF CATARACT ABOUT 11 MI (17.7 KM) NORTH OF THE CITY OF SPARTA, GO
 DK5304'SOUTH ON STATE HIGHWAY 27 FOR 2.05 MI (3.3 KM) TO CARDINAL ROAD ON THE
 DK5304'RIGHT AND DAYTON AVENUE ON THE LEFT, TURN LEFT AND GO EAST THEN SOUTH
 DK5304'ON DAYTON AVENUE FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF DAYTON AVENUE
 DK5304'ON THE LEFT AND DEARBORN ROAD STRAIGHT AHEAD, TURN LEFT AND CONTINUE
 DK5304'EAST ON DAYTON AVENUE FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DK5304'THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL STATION DISK
 DK5304'SET IN THE TOP OF A 50-CM (20 INCH) DIAMETER CONCRETE POST, LOCATED
 DK5304'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DK5304'STATION IS 6.6 M (21.7 FT) SOUTH OF THE CENTERLINE OF DAYTON AVENUE,
 DK5304'17.3 M (56.8 FT) SOUTH OF A POWER POLE --9301PP17--, 16 M (52.5 FT)
 DK5304'WEST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT)
 DK5304'SOUTHWEST, NORTHWEST, AND NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DK5304'POST, AND 0.8 M (2.6 FT) NORTH OF A BARBED WIRE FENCE.  ---NOTE---THIS
 DK5304'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK5304'ABOVE THE HORIZON.
 DK5304
 DK5304                          STATION RECOVERY (2010)
 DK5304
 DK5304'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5304'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.10 MILE WEST OF
 DK5304'COUNTY HIGHWAY B.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0041 ***********************************************************************
 ON0041  DESIGNATION -  11 19 E
 ON0041  PID         -  ON0041
 ON0041  STATE/COUNTY-  WI/JUNEAU
 ON0041  COUNTRY     -  US
 ON0041  USGS QUAD   -  CAMP DOUGLAS (2018)
 ON0041
 ON0041                         *CURRENT SURVEY CONTROL
 ON0041  ______________________________________________________________________
 ON0041* NAD 83(1986) POSITION- 43 55 16.     (N) 090 16 06.     (W)   SCALED
 ON0041* NAVD 88 ORTHO HEIGHT -   283.734 (meters)      930.88  (feet) ADJUSTED
 ON0041  ______________________________________________________________________
 ON0041  GEOID HEIGHT    -        -34.596 (meters)                     GEOID18
 ON0041  DYNAMIC HEIGHT  -        283.673 (meters)      930.68  (feet) COMP
 ON0041  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 ON0041
 ON0041  VERT ORDER      -  SECOND    CLASS 0
 ON0041
 ON0041.The horizontal coordinates were scaled from a map and have
 ON0041.an estimated accuracy of +/- 6 seconds.
 ON0041
 ON0041.The orthometric height was determined by differential leveling and
 ON0041.adjusted by the NATIONAL GEODETIC SURVEY
 ON0041.in June 1991.
 ON0041
 ON0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0041.GEOID18 height accuracy estimate available here.
 ON0041
 ON0041.Click photographs - Photos may exist for this station.
 ON0041
 ON0041.The dynamic height is computed by dividing the NAVD 88
 ON0041.geopotential number by the normal gravity value computed on the
 ON0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0041.degrees latitude (g = 980.6199 gals.).
 ON0041
 ON0041.The modeled gravity was interpolated from observed gravity values.
 ON0041
 ON0041;                    North         East    Units  Estimated Accuracy
 ON0041;SPC WI S     -   213,460.      578,450.      MT  (+/- 180 meters Scaled)
 ON0041
 ON0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ193667(NAD 83)
 ON0041
 ON0041                          SUPERSEDED SURVEY CONTROL
 ON0041
 ON0041  NGVD 29 (??/??/92)  283.756  (m)          930.96   (f) ADJ UNCH    2 0
 ON0041
 ON0041.Superseded values are not recommended for survey control.
 ON0041
 ON0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0041.See file dsdata.pdf to determine how the superseded data were derived.
 ON0041
 ON0041_MARKER: DD = SURVEY DISK
 ON0041_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ON0041+WITH SETTING: PAVEMENT
 ON0041_SP_SET: SEMAPHORE BASE
 ON0041_STAMPING: 11 19 E 1930
 ON0041_MARK LOGO: USGS
 ON0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0041+STABILITY: SURFACE MOTION
 ON0041
 ON0041  HISTORY     - Date     Condition        Report By
 ON0041  HISTORY     - 1930     MONUMENTED       USGS
 ON0041  HISTORY     - 1934     GOOD             CGS
 ON0041
 ON0041                          STATION DESCRIPTION
 ON0041
 ON0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0041'AT CAMP DOUGLAS.
 ON0041'AT CAMP DOUGLAS, JUNEAU COUNTY, ON THE CHICAGO, ST. PAUL,
 ON0041'MINNEAPOLIS AND OMAHA RAILWAY, AT THE CROSSING OF THE CHICAGO,
 ON0041'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 96 FEET NORTHWEST OF
 ON0041'THE CENTER LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0041'RAILROAD TRACK, 27 FEET WEST OF THE CENTER LINE OF THE CHICAGO,
 ON0041'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY TRACK, AT AN ABANDONED
 ON0041'SEMAPHORE SUPPORT, IN THE TOP OF THE NORTH END OF THE CONCRETE
 ON0041'FOUNDATION, AND ABOUT LEVEL WITH THE RAIL.  A UNITED STATES
 ON0041'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 11 19 E 1930.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5223 ***********************************************************************
 DK5223  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5223  DESIGNATION -  11 HALE N GPS
 DK5223  PID         -  DK5223
 DK5223  STATE/COUNTY-  WI/TREMPEALEAU
 DK5223  COUNTRY     -  US
 DK5223  USGS QUAD   -  PLEASANTVILLE (2018)
 DK5223
 DK5223                         *CURRENT SURVEY CONTROL
 DK5223  ______________________________________________________________________
 DK5223* NAD 83(2011) POSITION- 44 29 13.36606(N) 091 17 09.44206(W)   ADJUSTED
 DK5223* NAD 83(2011) ELLIP HT-   275.025 (meters)        (06/27/12)   ADJUSTED
 DK5223* NAD 83(2011) EPOCH   -  2010.00
 DK5223* NAVD 88 ORTHO HEIGHT -   306.33  (meters)     1005.0   (feet) GPS OBS
 DK5223  ______________________________________________________________________
 DK5223  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5223  GEOID HEIGHT    -        -31.300 (meters)                     GEOID12A
 DK5223  GEOID HEIGHT    -        -31.300 (meters)                     GEOID18
 DK5223  NAD 83(2011) X  -   -102,289.985 (meters)                     COMP
 DK5223  NAD 83(2011) Y  - -4,556,765.306 (meters)                     COMP
 DK5223  NAD 83(2011) Z  -  4,447,054.104 (meters)                     COMP
 DK5223  LAPLACE CORR    -         -6.20  (seconds)                    DEFLEC18
 DK5223
 DK5223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5223  Standards:
 DK5223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5223  -------------------------------------------------------------------
 DK5223  NETWORK    0.31   0.29           0.14   0.11   0.15     -0.03310363
 DK5223  -------------------------------------------------------------------
 DK5223  Click here for local accuracies and other accuracy information.
 DK5223
 DK5223.The horizontal coordinates were established by GPS observations
 DK5223.and adjusted by the National Geodetic Survey in June 2012.
 DK5223
 DK5223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5223.been affixed to the stable North American tectonic plate. See 
 DK5223.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5223
 DK5223.The horizontal coordinates are valid at the epoch date displayed above
 DK5223.which is a decimal equivalence of Year/Month/Day.
 DK5223
 DK5223.The orthometric height was determined by GPS observations and a
 DK5223.high-resolution geoid model using precise GPS observation and
 DK5223.processing techniques.
 DK5223
 DK5223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5223.GEOID18 height accuracy estimate available here.
 DK5223
 DK5223.Click photographs - Photos may exist for this station.
 DK5223
 DK5223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5223
 DK5223.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5223
 DK5223.The ellipsoidal height was determined by GPS observations
 DK5223.and is referenced to NAD 83.
 DK5223
 DK5223. The following values were computed from the NAD 83(2011) position.
 DK5223
 DK5223;                    North         East     Units Scale Factor Converg.
 DK5223;SPC WI C     -    73,449.171   497,713.826   MT  0.99996363   -0 54 26.4
 DK5223;SPC WI C     -   240,974.49  1,632,916.11   sFT  0.99996363   -0 54 26.4
 DK5223;UTM  15      - 4,927,399.095   636,293.195   MT  0.99982844   +1 12 04.7
 DK5223
 DK5223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5223!SPC WI C     -   0.99995688  x   0.99996363  =   0.99992051
 DK5223!UTM  15      -   0.99995688  x   0.99982844  =   0.99978533
 DK5223
 DK5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3629327399(NAD 83)
 DK5223
 DK5223                          SUPERSEDED SURVEY CONTROL
 DK5223
 DK5223  NAD 83(2007)-  44 29 13.36624(N)    091 17 09.44296(W) AD(2002.00) 1
 DK5223  ELLIP H (07/29/08)  275.055  (m)                       GP(2002.00) 3 1
 DK5223  NAVD 88 (07/29/08)  306.33   (m)  GEOID03  model used  GPS OBS        
 DK5223
 DK5223.Superseded values are not recommended for survey control.
 DK5223
 DK5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5223.See file dsdata.pdf to determine how the superseded data were derived.
 DK5223
 DK5223_MARKER: DD = SURVEY DISK
 DK5223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5223_STAMPING: 11 HALE N GPS 1995
 DK5223_MARK LOGO: WI-121
 DK5223_PROJECTION: FLUSH
 DK5223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5223+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 DK5223
 DK5223  HISTORY     - Date     Condition        Report By
 DK5223  HISTORY     - 1995     MONUMENTED       WI-121
 DK5223  HISTORY     - 20061108 GOOD             WIDT
 DK5223  HISTORY     - 20111018 GOOD             WIDT
 DK5223
 DK5223                          STATION DESCRIPTION
 DK5223
 DK5223'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5223'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E WITH COUNTY
 DK5223'HIGHWAY EE IN THE COMMUNITY OF HALE ABOUT 8 MI (12.9 KM) SOUTH OF THE
 DK5223'CITY OF OSSEO, GO NORTH ON COUNTY HIGHWAY E FOR 0.9 MI (1.4 KM) TO
 DK5223'COUNTY HIGHWAY OO ON THE LEFT, TURN LEFT AND GO WEST ON COUNTY HIGHWAY
 DK5223'OO FOR 0.4 MI (0.6 KM) TO JACOBSON ROAD ON THE RIGHT, CONTINUE
 DK5223'WESTERLY ON COUNTY HIGHWAY OO FOR 1.15 MI (1.9 KM) TO THE STATION ON
 DK5223'THE RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC
 DK5223'CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER
 DK5223'CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DK5223'HIGHWAY PAVEMENT.  THE STATION IS 6.5 M (21.3 FT) EAST OF THE
 DK5223'CENTERLINE OF COUNTY HIGHWAY OO, 46.7 M (153.2 FT) NORTH OF A
 DK5223'TELEPHONE PEDESTAL --3A E3 2--, 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DK5223'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 0.8 M (2.6 FT)
 DK5223'WEST OF A BARBED WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5223'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5223
 DK5223                          STATION RECOVERY (2011)
 DK5223
 DK5223'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0343 ***********************************************************************
 PM0343  DESIGNATION -  11 T
 PM0343  PID         -  PM0343
 PM0343  STATE/COUNTY-  WI/KEWAUNEE
 PM0343  COUNTRY     -  US
 PM0343  USGS QUAD   -  FORESTVILLE (2018)
 PM0343
 PM0343                         *CURRENT SURVEY CONTROL
 PM0343  ______________________________________________________________________
 PM0343* NAD 83(1986) POSITION- 44 38 48.44   (N) 087 23 50.74   (W)   HD_HELD1
 PM0343* NAVD 88 ORTHO HEIGHT -   191.652 (meters)      628.78  (feet) ADJUSTED
 PM0343  ______________________________________________________________________
 PM0343  GEOID HEIGHT    -        -36.568 (meters)                     GEOID18
 PM0343  DYNAMIC HEIGHT  -        191.631 (meters)      628.71  (feet) COMP
 PM0343  MODELED GRAVITY -    980,502.7   (mgal)                       NAVD 88
 PM0343
 PM0343  VERT ORDER      -  SECOND    CLASS I
 PM0343
 PM0343.The horizontal coordinates were determined by differentially corrected
 PM0343.hand held GPS observations or other comparable positioning techniques
 PM0343.and have an estimated accuracy of +/- 3 meters.
 PM0343
 PM0343.The orthometric height was determined by differential leveling and
 PM0343.adjusted by the NATIONAL GEODETIC SURVEY
 PM0343.in October 2019.
 PM0343
 PM0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0343.GEOID18 height accuracy estimate available here.
 PM0343
 PM0343.Click photographs - Photos may exist for this station.
 PM0343
 PM0343.The dynamic height is computed by dividing the NAVD 88
 PM0343.geopotential number by the normal gravity value computed on the
 PM0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0343.degrees latitude (g = 980.6199 gals.).
 PM0343
 PM0343.The modeled gravity was interpolated from observed gravity values.
 PM0343
 PM0343;                    North         East    Units  Estimated Accuracy
 PM0343;SPC WI C     -    93,697.7     806,415.5     MT  (+/- 3 meters HH1 GPS) 
 PM0343
 PM0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6848443791(NAD 83)
 PM0343
 PM0343                          SUPERSEDED SURVEY CONTROL
 PM0343
 PM0343  NAVD 88 (06/15/91)  191.642  (m)          628.75   (f) SUPERSEDED  1 1
 PM0343
 PM0343.Superseded values are not recommended for survey control.
 PM0343
 PM0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0343.See file dsdata.pdf to determine how the superseded data were derived.
 PM0343
 PM0343_MARKER: DD = SURVEY DISK
 PM0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0343_STAMPING: 11 T 1956 629
 PM0343_MARK LOGO: USGS
 PM0343_PROJECTION: PROJECTING 5 CENTIMETERS
 PM0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0343+STABILITY: SURFACE MOTION
 PM0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0343+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2019
 PM0343
 PM0343  HISTORY     - Date     Condition        Report By
 PM0343  HISTORY     - 1956     MONUMENTED       USGS
 PM0343  HISTORY     - 1975     GOOD             NOS
 PM0343  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 PM0343  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0343  HISTORY     - 20050720 GOOD             WIDT
 PM0343  HISTORY     - 20080930 GOOD             WIDT
 PM0343  HISTORY     - 20190731 GOOD             WIDT
 PM0343
 PM0343                          STATION DESCRIPTION
 PM0343
 PM0343'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0343'5.6 KM (3.50 MI) NORTH FROM ALGOMA.
 PM0343'3.5 MILES NORTH ALONG COUNTY ROAD S FROM THE CENTER OF THE BRIDGE
 PM0343'OVER THE AHNAPEE RIVER IN ALGOMA, 2.0 MILES SOUTH OF THE KEWAUNEE AND
 PM0343'DOOR COUNTY LINES, 150.0 FEET NORTH OF A ROAD, 43.6 FEET EAST OF THE
 PM0343'CENTERLINE OF THE HIGHWAY, 27.0 FEET SOUTH OF THE CENTERLINE EXTENDED
 PM0343'OF A DIRT PATH TO A FARM FIELD ON THE WEST SIDE OF THE HIGHWAY, BEING
 PM0343'THE HIGHEST POINT OF A CROSS AT THE CENTER OF A BRONZE DISK, SET INTO
 PM0343'A CONCRETE POST.
 PM0343
 PM0343                          STATION RECOVERY (1995)
 PM0343
 PM0343'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0343'MARK NOT FOUND.
 PM0343
 PM0343                          STATION RECOVERY (2003)
 PM0343
 PM0343'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0343'NOT FOUND WITH PROBING AND A METAL DETECTOR.  NOTE-- THE ROAD IS
 PM0343'WASHINGTON ROAD.
 PM0343
 PM0343                          STATION RECOVERY (2005)
 PM0343
 PM0343'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0343'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS LOCATED 0.33 M
 PM0343'SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.  NOTE1-- THE WEST EDGE OF
 PM0343'THE CONCRETE HAS A SMALL CHIP IN IT, BUT THE MONUMENT IS IN STABLE
 PM0343'CONDITION.   NOTE2--THE STATION HAS A LINE OF TREES TO THE EAST OF THE
 PM0343'STATION EXTENDING TO 55 DEGREES ABOVE THE HORIZON.
 PM0343
 PM0343                          STATION RECOVERY (2008)
 PM0343
 PM0343'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0343'RECOVERED AS DESCRIBED.
 PM0343
 PM0343                          STATION RECOVERY (2019)
 PM0343
 PM0343'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 PM0343'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0422 ***********************************************************************
 PP0422  DESIGNATION -  110 BOLT
 PP0422  PID         -  PP0422
 PP0422  STATE/COUNTY-  WI/PIERCE
 PP0422  COUNTRY     -  US
 PP0422  USGS QUAD   -  RED WING (2019)
 PP0422
 PP0422                         *CURRENT SURVEY CONTROL
 PP0422  ______________________________________________________________________
 PP0422* NAD 83(1986) POSITION- 44 34 07.     (N) 092 32 22.     (W)   SCALED
 PP0422* NAVD 88 ORTHO HEIGHT -   205.050 (meters)      672.73  (feet) ADJUSTED
 PP0422  ______________________________________________________________________
 PP0422  GEOID HEIGHT    -        -30.236 (meters)                     GEOID18
 PP0422  DYNAMIC HEIGHT  -        205.021 (meters)      672.64  (feet) COMP
 PP0422  MODELED GRAVITY -    980,474.6   (mgal)                       NAVD 88
 PP0422
 PP0422  VERT ORDER      -  SECOND    CLASS 0
 PP0422
 PP0422.The horizontal coordinates were scaled from a map and have
 PP0422.an estimated accuracy of +/- 6 seconds.
 PP0422
 PP0422.The orthometric height was determined by differential leveling and
 PP0422.adjusted by the NATIONAL GEODETIC SURVEY
 PP0422.in June 1991.
 PP0422
 PP0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0422.GEOID18 height accuracy estimate available here.
 PP0422
 PP0422.Click photographs - Photos may exist for this station.
 PP0422
 PP0422.The dynamic height is computed by dividing the NAVD 88
 PP0422.geopotential number by the normal gravity value computed on the
 PP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0422.degrees latitude (g = 980.6199 gals.).
 PP0422
 PP0422.The modeled gravity was interpolated from observed gravity values.
 PP0422
 PP0422;                    North         East    Units  Estimated Accuracy
 PP0422;SPC WI C     -    84,860.      398,320.      MT  (+/- 180 meters Scaled)
 PP0422
 PP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK365351(NAD 83)
 PP0422
 PP0422                          SUPERSEDED SURVEY CONTROL
 PP0422
 PP0422  NGVD 29 (??/??/92)  205.013  (m)          672.61   (f) ADJ UNCH    2 0
 PP0422
 PP0422.Superseded values are not recommended for survey control.
 PP0422
 PP0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0422.See file dsdata.pdf to determine how the superseded data were derived.
 PP0422
 PP0422_MARKER: B = BOLT
 PP0422_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0422_SP_SET: TILE
 PP0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0422
 PP0422  HISTORY     - Date     Condition        Report By
 PP0422  HISTORY     - UNK      MONUMENTED       MRC
 PP0422  HISTORY     - 1970     MARK NOT FOUND   NGS
 PP0422
 PP0422                          STATION DESCRIPTION
 PP0422
 PP0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0422'IN PUCKETTVILLE.
 PP0422'AT PUCKETTVILLE, ON ISLAND 24, ABOUT 0.4 MILE WEST OF THE BRIDGE
 PP0422'ACROSS THE MISSISSIPPI RIVER TO RED WING MINN, NEAR THE WEST END OF
 PP0422'THE BRIDGE APPROACH, AT THE RIVER SIDE OF MRS. KATE PUMPLINS YARD, 150
 PP0422'FEET SOUTH OF THE ROAD 10.5 FEET NORTHWEST OF A LARGE COTTONWOOD TREE,
 PP0422'AND ABOUT 3 YARDS FROM THE RIVER FACE OF AN OLD STONE RETAINING WALL.
 PP0422'THE TOP OF A COPPER BOLT LEADED IN A TILE 18 INCHES SQUARE AND SET
 PP0422'ABOUT 3 FEET UNDERGROUND, ACESS WHICH IS HAD THROUGH AN IRON PIPE
 PP0422'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7184 ***********************************************************************
 DN7184  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7184  DESIGNATION -  110 ROUND LAKE GPS AZ MK
 DN7184  PID         -  DN7184
 DN7184  STATE/COUNTY-  WI/SAWYER
 DN7184  COUNTRY     -  US
 DN7184  USGS QUAD   -  CHIEF LAKE (2018)
 DN7184
 DN7184                         *CURRENT SURVEY CONTROL
 DN7184  ______________________________________________________________________
 DN7184* NAD 83(2011) POSITION- 45 59 37.36819(N) 091 17 16.97356(W)   ADJUSTED
 DN7184* NAD 83(2011) ELLIP HT-   386.501 (meters)        (04/15/13)   ADJUSTED
 DN7184* NAD 83(2011) EPOCH   -  2010.00
 DN7184* NAVD 88 ORTHO HEIGHT -   415.75  (meters)     1364.0   (feet) GPS OBS
 DN7184  ______________________________________________________________________
 DN7184  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7184  GEOID HEIGHT    -        -29.242 (meters)                     GEOID12A
 DN7184  GEOID HEIGHT    -        -29.241 (meters)                     GEOID18
 DN7184  NAD 83(2011) X  -    -99,785.394 (meters)                     COMP
 DN7184  NAD 83(2011) Y  - -4,437,969.576 (meters)                     COMP
 DN7184  NAD 83(2011) Z  -  4,565,040.106 (meters)                     COMP
 DN7184  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 DN7184
 DN7184  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7184  Standards:
 DN7184         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7184            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7184  -------------------------------------------------------------------
 DN7184  NETWORK    0.62   1.12           0.29   0.20   0.57      0.10298380
 DN7184  -------------------------------------------------------------------
 DN7184  Click here for local accuracies and other accuracy information.
 DN7184
 DN7184.The horizontal coordinates were established by GPS observations
 DN7184.and adjusted by the National Geodetic Survey in April 2013.
 DN7184
 DN7184.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7184.been affixed to the stable North American tectonic plate. See 
 DN7184.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7184
 DN7184.The horizontal coordinates are valid at the epoch date displayed above
 DN7184.which is a decimal equivalence of Year/Month/Day.
 DN7184
 DN7184.The orthometric height was determined by GPS observations and a
 DN7184.high-resolution geoid model using precise GPS observation and
 DN7184.processing techniques.
 DN7184
 DN7184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7184.GEOID18 height accuracy estimate available here.
 DN7184
 DN7184.Click photographs - Photos may exist for this station.
 DN7184
 DN7184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7184
 DN7184.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7184
 DN7184.The ellipsoidal height was determined by GPS observations
 DN7184.and is referenced to NAD 83.
 DN7184
 DN7184. The following values were computed from the NAD 83(2011) position.
 DN7184
 DN7184;                    North         East     Units Scale Factor Converg.
 DN7184;SPC WI N     -    92,730.179   500,221.606   MT  0.99994994   -0 55 45.0
 DN7184;SPC WI N     -   304,232.26  1,641,143.72   sFT  0.99994994   -0 55 45.0
 DN7184;UTM  15      - 5,094,773.799   632,574.744   MT  0.99981607   +1 13 53.5
 DN7184
 DN7184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7184!SPC WI N     -   0.99993941  x   0.99994994  =   0.99988936
 DN7184!UTM  15      -   0.99993941  x   0.99981607  =   0.99975549
 DN7184
 DN7184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3257494773(NAD 83)
 DN7184
 DN7184                          SUPERSEDED SURVEY CONTROL
 DN7184
 DN7184  NAD 83(2007)-  45 59 37.36826(N)    091 17 16.97422(W) AD(2002.00) 1
 DN7184  ELLIP H (04/06/12)  386.522  (m)                       GP(2002.00) 1 1
 DN7184
 DN7184.Superseded values are not recommended for survey control.
 DN7184
 DN7184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7184.See file dsdata.pdf to determine how the superseded data were derived.
 DN7184
 DN7184_MARKER: DZ = AZIMUTH MARK DISK
 DN7184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7184_STAMPING: 110 ROUND LAKE GPS AZ MK 1995
 DN7184_MARK LOGO: WI-113
 DN7184_PROJECTION: FLUSH
 DN7184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN7184+STABILITY: SURFACE MOTION
 DN7184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7184+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 DN7184
 DN7184  HISTORY     - Date     Condition        Report By
 DN7184  HISTORY     - 1995     MONUMENTED       WI-113
 DN7184  HISTORY     - 20100512 GOOD             WIDT
 DN7184
 DN7184                          STATION DESCRIPTION
 DN7184
 DN7184'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7184'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DN7184'HIGHWAY NN APPROXIMATELY 7 MI (11.3 KM) SOUTHEAST OF THE CITY OF
 DN7184'HAYWARD, GO EAST ON COUNTY HIGHWAY B FOR 2.0 MI (3.2 KM) TO
 DN7184'THUNDERBIRD ROAD LEFT.  CONTINUE EAST ON COUNTY HIGHWAY B FOR 0.14 MI
 DN7184'(0.2 KM) TO THE STATION ON THE LEFT.
 DN7184'
 DN7184'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN7184'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN7184'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DN7184'PAVEMENT.  THE STATION IS 12.1 M (39.7 FT) NORTH OF THE CENTERLINE OF
 DN7184'COUNTY HIGHWAY B, 0.30 MI (0.5 KM) WEST OF MCCLAINE ROAD, 49.0 M
 DN7184'(160.8 FT) EAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DN7184'-11945W- AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DN7184'SURROUNDING THE STATION.
 DN7184'
 DN7184'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7184'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0319 ***********************************************************************
 RM0319  DESIGNATION -  1107.7
 RM0319  PID         -  RM0319
 RM0319  STATE/COUNTY-  WI/DOUGLAS
 RM0319  COUNTRY     -  US
 RM0319  USGS QUAD   -  LAKE NEBAGAMON (2018)
 RM0319
 RM0319                         *CURRENT SURVEY CONTROL
 RM0319  ______________________________________________________________________
 RM0319* NAD 83(1986) POSITION- 46 35 00.     (N) 091 44 07.     (W)   SCALED
 RM0319* NAVD 88 ORTHO HEIGHT -   337.100 (meters)     1105.97  (feet) ADJUSTED
 RM0319  ______________________________________________________________________
 RM0319  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 RM0319  DYNAMIC HEIGHT  -        337.137 (meters)     1106.09  (feet) COMP
 RM0319  MODELED GRAVITY -    980,712.9   (mgal)                       NAVD 88
 RM0319
 RM0319  VERT ORDER      -  FIRST     CLASS II
 RM0319
 RM0319.The horizontal coordinates were scaled from a map and have
 RM0319.an estimated accuracy of +/- 6 seconds.
 RM0319
 RM0319.The orthometric height was determined by differential leveling and
 RM0319.adjusted by the NATIONAL GEODETIC SURVEY
 RM0319.in June 1991.
 RM0319
 RM0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0319.GEOID18 height accuracy estimate available here.
 RM0319
 RM0319.Click photographs - Photos may exist for this station.
 RM0319
 RM0319.The dynamic height is computed by dividing the NAVD 88
 RM0319.geopotential number by the normal gravity value computed on the
 RM0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0319.degrees latitude (g = 980.6199 gals.).
 RM0319
 RM0319.The modeled gravity was interpolated from observed gravity values.
 RM0319
 RM0319;                    North         East    Units  Estimated Accuracy
 RM0319;SPC WI N     -   158,910.      467,010.      MT  (+/- 180 meters Scaled)
 RM0319
 RM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM968596(NAD 83)
 RM0319
 RM0319                          SUPERSEDED SURVEY CONTROL
 RM0319
 RM0319  NGVD 29 (??/??/92)  337.103  (m)         1105.98   (f) ADJ UNCH    1 2
 RM0319
 RM0319.Superseded values are not recommended for survey control.
 RM0319
 RM0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0319.See file dsdata.pdf to determine how the superseded data were derived.
 RM0319
 RM0319_MARKER: Q = CHISELED SQUARE
 RM0319_SETTING: 80 = SET IN A BOULDER
 RM0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0319+STABILITY: SURFACE MOTION
 RM0319
 RM0319  HISTORY     - Date     Condition        Report By
 RM0319  HISTORY     - UNK      MONUMENTED       USGS
 RM0319  HISTORY     - 1934     GOOD             CGS
 RM0319  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0319
 RM0319                          STATION DESCRIPTION
 RM0319
 RM0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0319'1 MI W FROM MAPLE.
 RM0319'1.0 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM MAPLE,
 RM0319'DOUGLAS COUNTY, 100 FEET EAST OF THE STATION ONE MILE SIGN, 70
 RM0319'FEET EAST OF A TELEPHONE POLE MARKED U.S. 1107.7 BM, 13 FEET NORTH
 RM0319'OF THE CENTERLINE OF THE TRACK, AND ON THE TOP OF A LARGE GRANITE
 RM0319'BOULDER.  A CHISELED SQUARE.
 RM0319
 RM0319                          STATION RECOVERY (1982)
 RM0319
 RM0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0319'INACCESSIBLE, NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0315 ***********************************************************************
 RM0315  DESIGNATION -  1119
 RM0315  PID         -  RM0315
 RM0315  STATE/COUNTY-  WI/DOUGLAS
 RM0315  COUNTRY     -  US
 RM0315  USGS QUAD   -  LAKE NEBAGAMON (2018)
 RM0315
 RM0315                         *CURRENT SURVEY CONTROL
 RM0315  ______________________________________________________________________
 RM0315* NAD 83(1986) POSITION- 46 34 32.41   (N) 091 38 27.02   (W)   HD_HELD1
 RM0315* NAVD 88 ORTHO HEIGHT -   341.085 (meters)     1119.04  (feet) ADJUSTED
 RM0315  ______________________________________________________________________
 RM0315  GEOID HEIGHT    -        -28.460 (meters)                     GEOID18
 RM0315  DYNAMIC HEIGHT  -        341.118 (meters)     1119.15  (feet) COMP
 RM0315  MODELED GRAVITY -    980,699.4   (mgal)                       NAVD 88
 RM0315
 RM0315  VERT ORDER      -  FIRST     CLASS II
 RM0315
 RM0315.The horizontal coordinates were determined by differentially corrected
 RM0315.hand held GPS observations or other comparable positioning techniques
 RM0315.and have an estimated accuracy of +/- 3 meters.
 RM0315
 RM0315.The orthometric height was determined by differential leveling and
 RM0315.adjusted by the NATIONAL GEODETIC SURVEY
 RM0315.in June 1991.
 RM0315
 RM0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0315.GEOID18 height accuracy estimate available here.
 RM0315
 RM0315.Click photographs - Photos may exist for this station.
 RM0315
 RM0315.The dynamic height is computed by dividing the NAVD 88
 RM0315.geopotential number by the normal gravity value computed on the
 RM0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0315.degrees latitude (g = 980.6199 gals.).
 RM0315
 RM0315.The modeled gravity was interpolated from observed gravity values.
 RM0315
 RM0315;                    North         East    Units  Estimated Accuracy
 RM0315;SPC WI N     -   157,905.5     474,232.4     MT  (+/- 3 meters HH1 GPS) 
 RM0315
 RM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0414558908(NAD 83)
 RM0315
 RM0315                          SUPERSEDED SURVEY CONTROL
 RM0315
 RM0315  NGVD 29 (??/??/92)  341.086  (m)         1119.05   (f) ADJ UNCH    1 2
 RM0315
 RM0315.Superseded values are not recommended for survey control.
 RM0315
 RM0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0315.See file dsdata.pdf to determine how the superseded data were derived.
 RM0315
 RM0315_MARKER: P = PIPE CAP
 RM0315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0315_STAMPING: 1119 WIS 1919
 RM0315_MARK LOGO: USGS
 RM0315_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0315
 RM0315  HISTORY     - Date     Condition        Report By
 RM0315  HISTORY     - 1919     MONUMENTED       USGS
 RM0315  HISTORY     - 1934     GOOD             CGS
 RM0315  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0315  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RM0315
 RM0315                          STATION DESCRIPTION
 RM0315
 RM0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0315'3.8 MI W FROM BRULE.
 RM0315'3.8 MILES WEST ALONG THE NORTHERN PCIFIC RAILWAY FROM BRULE,
 RM0315'DOUGLAS COUNTY, AT BELLWOOD FLAG STATION, IN THE SOUTHEAST ANGLE
 RM0315'OF A ROAD CROSSING, 60 FEET NORTHWEST OF A POLE MARKED USPBM 1119.5,
 RM0315'AND 4 FEET FROM THE CROSSING SIGN.  A UNITED STATES GEOLOGICAL
 RM0315'SURVEY STANDARD CAP, STAMPED 1119 WIS 1919 AND RIVETED ON THE TOP
 RM0315'OF A 3-1/2-INCH IRON PIPE.
 RM0315
 RM0315                          STATION RECOVERY (1982)
 RM0315
 RM0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0315'NOT RECOVERED, PROBABLY DESTROYED BY RIGHT OF WAY CONSTRUCTION.
 RM0315
 RM0315                          STATION RECOVERY (2004)
 RM0315
 RM0315'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0315'STATION WAS NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9936 ***********************************************************************
 AF9936  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9936  DESIGNATION -  112 WEST FORK GPS
 AF9936  PID         -  AF9936
 AF9936  STATE/COUNTY-  WI/SAWYER
 AF9936  COUNTRY     -  US
 AF9936  USGS QUAD   -  NEW POST (2018)
 AF9936
 AF9936                         *CURRENT SURVEY CONTROL
 AF9936  ______________________________________________________________________
 AF9936* NAD 83(2011) POSITION- 45 57 25.63765(N) 091 08 47.78951(W)   ADJUSTED
 AF9936* NAD 83(2011) ELLIP HT-   377.871 (meters)        (06/27/12)   ADJUSTED
 AF9936* NAD 83(2011) EPOCH   -  2010.00
 AF9936* NAVD 88 ORTHO HEIGHT -   407.45  (meters)     1336.8   (feet) GPS OBS
 AF9936  ______________________________________________________________________
 AF9936  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AF9936  GEOID HEIGHT    -        -29.579 (meters)                     GEOID12A
 AF9936  GEOID HEIGHT    -        -29.580 (meters)                     GEOID18
 AF9936  NAD 83(2011) X  -    -88,887.961 (meters)                     COMP
 AF9936  NAD 83(2011) Y  - -4,441,120.471 (meters)                     COMP
 AF9936  NAD 83(2011) Z  -  4,562,207.154 (meters)                     COMP
 AF9936  LAPLACE CORR    -         -5.35  (seconds)                    DEFLEC18
 AF9936
 AF9936  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9936  Standards:
 AF9936         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9936            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9936  -------------------------------------------------------------------
 AF9936  NETWORK    0.34   0.82           0.16   0.11   0.42      0.01863392
 AF9936  -------------------------------------------------------------------
 AF9936  Click here for local accuracies and other accuracy information.
 AF9936
 AF9936.The horizontal coordinates were established by GPS observations
 AF9936.and adjusted by the National Geodetic Survey in June 2012.
 AF9936
 AF9936.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9936.been affixed to the stable North American tectonic plate. See 
 AF9936.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9936
 AF9936.The horizontal coordinates are valid at the epoch date displayed above
 AF9936.which is a decimal equivalence of Year/Month/Day.
 AF9936
 AF9936.The orthometric height was determined by GPS observations and a
 AF9936.high-resolution geoid model using precise GPS observation and
 AF9936.processing techniques.
 AF9936
 AF9936.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9936.GEOID18 height accuracy estimate available here.
 AF9936
 AF9936.Click photographs - Photos may exist for this station.
 AF9936
 AF9936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9936
 AF9936.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9936
 AF9936.The ellipsoidal height was determined by GPS observations
 AF9936.and is referenced to NAD 83.
 AF9936
 AF9936. The following values were computed from the NAD 83(2011) position.
 AF9936
 AF9936;                    North         East     Units Scale Factor Converg.
 AF9936;SPC WI N     -    88,495.664   511,118.710   MT  0.99995207   -0 49 37.7
 AF9936;SPC WI N     -   290,339.52  1,676,895.30   sFT  0.99995207   -0 49 37.7
 AF9936;UTM  15      - 5,090,953.481   643,622.430   MT  0.99985359   +1 19 56.9
 AF9936
 AF9936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9936!SPC WI N     -   0.99994077  x   0.99995207  =   0.99989284
 AF9936!UTM  15      -   0.99994077  x   0.99985359  =   0.99979436
 AF9936
 AF9936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4362290953(NAD 83)
 AF9936
 AF9936                          SUPERSEDED SURVEY CONTROL
 AF9936
 AF9936  NAD 83(2007)-  45 57 25.63775(N)    091 08 47.79022(W) AD(2002.00) 0
 AF9936  ELLIP H (02/10/07)  377.903  (m)                       GP(2002.00)    
 AF9936  NAD 83(1997)-  45 57 25.63781(N)    091 08 47.79083(W) AD(       ) 1
 AF9936  ELLIP H (12/26/02)  377.920  (m)                       GP(       ) 3 2
 AF9936  NAD 83(1991)-  45 57 25.63752(N)    091 08 47.78993(W) AD(       ) 1
 AF9936  ELLIP H (04/30/98)  377.918  (m)                       GP(       ) 3 2
 AF9936  NAVD 88 (04/30/98)  407.4    (m)  GEOID96  model used  GPS OBS        
 AF9936
 AF9936.Superseded values are not recommended for survey control.
 AF9936
 AF9936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9936.See file dsdata.pdf to determine how the superseded data were derived.
 AF9936
 AF9936_MARKER: DD = SURVEY DISK
 AF9936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9936_STAMPING: 112 WEST FORK GPS 1995
 AF9936_MARK LOGO: WI-113
 AF9936_PROJECTION: FLUSH
 AF9936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9936+STABILITY: SURFACE MOTION
 AF9936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9936+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 AF9936
 AF9936  HISTORY     - Date     Condition        Report By
 AF9936  HISTORY     - 1995     MONUMENTED       WI-113
 AF9936  HISTORY     - 20100517 GOOD             WIDT
 AF9936
 AF9936                          STATION DESCRIPTION
 AF9936
 AF9936'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9936'STATION IS LOCATED ABOUT 17 MI (27.4 KM) SOUTHEAST OF HAYWARD, IN THE
 AF9936'SW1/4, SECTION 8, T40N, R6W.  TO REACH STATION FROM HAYWARD, AT THE
 AF9936'JUNCTION OF S.T.H.  27 AND C.T.H.  B.  GO EAST ON C.T.H.  B, 19.0 MI
 AF9936'(30.6 KM) TO THE JUNCTION WITH RIVER ROAD, TURN RIGHT AND SOUTH ON
 AF9936'RIVER ROAD, GO 1.2 MI (1.9 KM) TO STATION.  STATION IS LOCATED 350 FT
 AF9936'(106.7 M) NORTHEAST OF THE JUNCTION OF RIVER ROAD AND FIORELLI ROAD,
 AF9936'24.5 FT (7.5 M) NORTHWEST OF CENTERLINE OF RIVER ROAD, 2.3 FT (0.7 M)
 AF9936'SOUTH OF A CARSONITE WITNESS POST AND 1.7 FT (0.5 M) WEST OF A
 AF9936'CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62
 AF9936'CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG,
 AF9936'FLUSH IN GROUND.
 AF9936
 AF9936                          STATION RECOVERY (2010)
 AF9936
 AF9936'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9936'-NOTE-CARSONITE WITNESS POSTS ARE NO LONGER PRESENT.  THE MARK IS 1 M
 AF9936'(3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 AF9936'STATION.  OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9574 ***********************************************************************
 AG9574  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9574  DESIGNATION -  113 BLACK LAKE GPS
 AG9574  PID         -  AG9574
 AG9574  STATE/COUNTY-  WI/SAWYER
 AG9574  COUNTRY     -  US
 AG9574  USGS QUAD   -  BLAISDELL LAKE (2018)
 AG9574
 AG9574                         *CURRENT SURVEY CONTROL
 AG9574  ______________________________________________________________________
 AG9574* NAD 83(2011) POSITION- 45 59 05.17706(N) 090 56 54.95465(W)   ADJUSTED
 AG9574* NAD 83(2011) ELLIP HT-   413.685 (meters)        (06/27/12)   ADJUSTED
 AG9574* NAD 83(2011) EPOCH   -  2010.00
 AG9574* NAVD 88 ORTHO HEIGHT -   443.65  (meters)     1455.5   (feet) GPS OBS
 AG9574  ______________________________________________________________________
 AG9574  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9574  GEOID HEIGHT    -        -29.945 (meters)                     GEOID12A
 AG9574  GEOID HEIGHT    -        -29.950 (meters)                     GEOID18
 AG9574  NAD 83(2011) X  -    -73,503.128 (meters)                     COMP
 AG9574  NAD 83(2011) Y  - -4,439,216.529 (meters)                     COMP
 AG9574  NAD 83(2011) Z  -  4,564,369.051 (meters)                     COMP
 AG9574  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 AG9574
 AG9574  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9574  Standards:
 AG9574         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9574            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9574  -------------------------------------------------------------------
 AG9574  NETWORK    0.41   0.96           0.19   0.14   0.49     -0.01166901
 AG9574  -------------------------------------------------------------------
 AG9574  Click here for local accuracies and other accuracy information.
 AG9574
 AG9574.The horizontal coordinates were established by GPS observations
 AG9574.and adjusted by the National Geodetic Survey in June 2012.
 AG9574
 AG9574.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9574.been affixed to the stable North American tectonic plate. See 
 AG9574.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9574
 AG9574.The horizontal coordinates are valid at the epoch date displayed above
 AG9574.which is a decimal equivalence of Year/Month/Day.
 AG9574
 AG9574.The orthometric height was determined by GPS observations and a
 AG9574.high-resolution geoid model using precise GPS observation and
 AG9574.processing techniques.
 AG9574
 AG9574.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9574.GEOID18 height accuracy estimate available here.
 AG9574
 AG9574.Click photographs - Photos may exist for this station.
 AG9574
 AG9574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9574
 AG9574.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9574
 AG9574.The ellipsoidal height was determined by GPS observations
 AG9574.and is referenced to NAD 83.
 AG9574
 AG9574. The following values were computed from the NAD 83(2011) position.
 AG9574
 AG9574;                    North         East     Units Scale Factor Converg.
 AG9574;SPC WI N     -    91,366.145   526,503.664   MT  0.99995042   -0 41 03.4
 AG9574;SPC WI N     -   299,757.09  1,727,370.77   sFT  0.99995042   -0 41 03.4
 AG9574;UTM  15      - 5,094,401.473   658,887.215   MT  0.99991036   +1 28 32.1
 AG9574
 AG9574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9574!SPC WI N     -   0.99993515  x   0.99995042  =   0.99988557
 AG9574!UTM  15      -   0.99993515  x   0.99991036  =   0.99984552
 AG9574
 AG9574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5888794401(NAD 83)
 AG9574
 AG9574                          SUPERSEDED SURVEY CONTROL
 AG9574
 AG9574  NAD 83(2007)-  45 59 05.17716(N)    090 56 54.95537(W) AD(2002.00) 0
 AG9574  ELLIP H (02/10/07)  413.715  (m)                       GP(2002.00)    
 AG9574  NAD 83(1997)-  45 59 05.17723(N)    090 56 54.95597(W) AD(       ) 1
 AG9574  ELLIP H (12/26/02)  413.733  (m)                       GP(       ) 3 2
 AG9574  NAD 83(1991)-  45 59 05.17695(N)    090 56 54.95497(W) AD(       ) 1
 AG9574  ELLIP H (04/30/98)  413.738  (m)                       GP(       ) 3 2
 AG9574  NAVD 88 (04/30/98)  443.6    (m)  GEOID96  model used  GPS OBS        
 AG9574
 AG9574.Superseded values are not recommended for survey control.
 AG9574
 AG9574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9574.See file dsdata.pdf to determine how the superseded data were derived.
 AG9574
 AG9574_MARKER: DD = SURVEY DISK
 AG9574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9574_STAMPING: 113 BLACK LAKE GPS 1995
 AG9574_MARK LOGO: WI-113
 AG9574_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9574+STABILITY: SURFACE MOTION
 AG9574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9574+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 AG9574
 AG9574  HISTORY     - Date     Condition        Report By
 AG9574  HISTORY     - 1995     MONUMENTED       WI-113
 AG9574  HISTORY     - 20100517 GOOD             WIDT
 AG9574
 AG9574                          STATION DESCRIPTION
 AG9574
 AG9574'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9574'STATION IS LOCATED ABOUT 25 MI (40.2 KM) EAST OF HAYWARD, IN THE
 AG9574'SE1/4, SECTION 35, T41N, R5W.  TO REACH STATION FROM THE JUNCTION OF
 AG9574'C.T.H.  B, C.T.H.  W AND BARKER LAKE ROAD, WHICH IS 26.2 MI (42.2 KM)
 AG9574'EAST OF HAYWARD, VIA C.T.H.  B.  GO NORTH ON BARKER LAKE ROAD, 5.1 MI
 AG9574'(8.2 KM) TO THE JUNCTION WITH BLACK LAKE ROAD, GO STRAIGHT AND NORTH
 AG9574'ON BLACK LAKE ROAD, 1.1 MI (1.8 KM) TO THE JUNCTION WITH FEDERAL
 AG9574'FOREST ROAD 174 AND FEDERAL FOREST ROAD 172, TURN RIGHT AND EASTERLY
 AG9574'ON FEDERAL FOREST ROAD 172, GO 2.1 MI (3.4 KM) TO THE JUNCTION WITH
 AG9574'FEDERAL FOREST ROAD 173, TURN LEFT AND NORTH ON FEDERAL FOREST ROAD
 AG9574'173, GO 0.9 MI (1.4 KM) TO THE JUNCTION WITH FEDERAL FOREST ROAD 1663,
 AG9574'TURN LEFT AND WEST ON FEDERAL FOREST ROAD 1663, GO 0.3 MI (0.5 KM) TO
 AG9574'STATION.  STATION IS LOCATED 145 FT (44.2 M) SOUTH OF CENTERLINE OF
 AG9574'FEDERAL FOREST ROAD 1663, 150 FT (45.7 M) WEST OF A PEDESTAL FOR
 AG9574'ANTENNA SYSTEM, 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST AND
 AG9574'1.3 FT (0.4 M) EAST OF A CARSONITE WITNESS POST. STATION MARK IS A
 AG9574'BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN
 AG9574'DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9574
 AG9574                          STATION RECOVERY (2010)
 AG9574
 AG9574'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9574'-NOTE-THE ANTENNA SYSTEM PEDESTAL AND CARSONITE WITNESS POSTS IN THE
 AG9574'PREVIOUS DESCRIPTION ARE NO LONGER PRESENT.  THE MARK IS 1 M (3.3 FT)
 AG9574'FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9981 ***********************************************************************
 AF9981  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9981  DESIGNATION -  114 LITTLE MOOSE GPS
 AF9981  PID         -  AF9981
 AF9981  STATE/COUNTY-  WI/SAWYER
 AF9981  COUNTRY     -  US
 AF9981  USGS QUAD   -  CLAM LAKE SW (2018)
 AF9981
 AF9981                         *CURRENT SURVEY CONTROL
 AF9981  ______________________________________________________________________
 AF9981* NAD 83(2011) POSITION- 46 02 50.23798(N) 090 58 56.16447(W)   ADJUSTED
 AF9981* NAD 83(2011) ELLIP HT-   404.385 (meters)        (06/27/12)   ADJUSTED
 AF9981* NAD 83(2011) EPOCH   -  2010.00
 AF9981* NAVD 88 ORTHO HEIGHT -   434.33  (meters)     1425.0   (feet) GPS OBS
 AF9981  ______________________________________________________________________
 AF9981  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AF9981  GEOID HEIGHT    -        -29.942 (meters)                     GEOID12A
 AF9981  GEOID HEIGHT    -        -29.942 (meters)                     GEOID18
 AF9981  NAD 83(2011) X  -    -76,025.954 (meters)                     COMP
 AF9981  NAD 83(2011) Y  - -4,434,166.585 (meters)                     COMP
 AF9981  NAD 83(2011) Z  -  4,569,188.353 (meters)                     COMP
 AF9981  LAPLACE CORR    -         -5.63  (seconds)                    DEFLEC18
 AF9981
 AF9981  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9981  Standards:
 AF9981         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9981            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9981  -------------------------------------------------------------------
 AF9981  NETWORK    0.39   0.94           0.18   0.13   0.48     -0.04116444
 AF9981  -------------------------------------------------------------------
 AF9981  Click here for local accuracies and other accuracy information.
 AF9981
 AF9981.The horizontal coordinates were established by GPS observations
 AF9981.and adjusted by the National Geodetic Survey in June 2012.
 AF9981
 AF9981.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9981.been affixed to the stable North American tectonic plate. See 
 AF9981.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9981
 AF9981.The horizontal coordinates are valid at the epoch date displayed above
 AF9981.which is a decimal equivalence of Year/Month/Day.
 AF9981
 AF9981.The orthometric height was determined by GPS observations and a
 AF9981.high-resolution geoid model using precise GPS observation and
 AF9981.processing techniques.
 AF9981
 AF9981.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9981.GEOID18 height accuracy estimate available here.
 AF9981
 AF9981.Click photographs - Photos may exist for this station.
 AF9981
 AF9981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9981
 AF9981.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9981
 AF9981.The ellipsoidal height was determined by GPS observations
 AF9981.and is referenced to NAD 83.
 AF9981
 AF9981. The following values were computed from the NAD 83(2011) position.
 AF9981
 AF9981;                    North         East     Units Scale Factor Converg.
 AF9981;SPC WI N     -    98,345.825   523,981.059   MT  0.99994755   -0 42 30.9
 AF9981;SPC WI N     -   322,656.26  1,719,094.52   sFT  0.99994755   -0 42 30.9
 AF9981;UTM  15      - 5,101,280.781   656,103.378   MT  0.99989957   +1 27 10.4
 AF9981
 AF9981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9981!SPC WI N     -   0.99993661  x   0.99994755  =   0.99988416
 AF9981!UTM  15      -   0.99993661  x   0.99989957  =   0.99983619
 AF9981
 AF9981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5610301280(NAD 83)
 AF9981
 AF9981                          SUPERSEDED SURVEY CONTROL
 AF9981
 AF9981  NAD 83(2007)-  46 02 50.23808(N)    090 58 56.16520(W) AD(2002.00) 0
 AF9981  ELLIP H (02/10/07)  404.414  (m)                       GP(2002.00)    
 AF9981  NAD 83(1997)-  46 02 50.23813(N)    090 58 56.16581(W) AD(       ) 1
 AF9981  ELLIP H (12/26/02)  404.433  (m)                       GP(       ) 3 2
 AF9981  NAD 83(1991)-  46 02 50.23787(N)    090 58 56.16483(W) AD(       ) 1
 AF9981  ELLIP H (04/30/98)  404.436  (m)                       GP(       ) 3 2
 AF9981  NAVD 88 (04/30/98)  434.3    (m)  GEOID96  model used  GPS OBS        
 AF9981
 AF9981.Superseded values are not recommended for survey control.
 AF9981
 AF9981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9981.See file dsdata.pdf to determine how the superseded data were derived.
 AF9981
 AF9981_MARKER: DD = SURVEY DISK
 AF9981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9981_STAMPING: 114 LITTLE MOOSE GPS 1995
 AF9981_MARK LOGO: WI-113
 AF9981_PROJECTION: FLUSH
 AF9981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9981+STABILITY: SURFACE MOTION
 AF9981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9981+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 AF9981
 AF9981  HISTORY     - Date     Condition        Report By
 AF9981  HISTORY     - 1995     MONUMENTED       WI-113
 AF9981  HISTORY     - 20100524 GOOD             WIDT
 AF9981
 AF9981                          STATION DESCRIPTION
 AF9981
 AF9981'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9981'STATION IS LOCATED ABOUT 24 MI (38.6 KM) EAST OF HAYWARD, IN THE
 AF9981'NW1/4, SECTION 10, T41N, R5W.  TO REACH STATION FROM THE JUNCTION OF
 AF9981'S.T.H.  77 AND FEDERAL FOREST ROAD 174, WHICH IS 25.7 MI (41.4 KM)
 AF9981'EAST OF HAYWARD, VIA S.T.H.  77.  GO SOUTH ON FEDERAL FOREST ROAD 174,
 AF9981'4.0 MI (6.4 KM) TO JUNCTION WITH LOGGING ROAD TO THE SOUTH, TURN RIGHT
 AF9981'AND SOUTH ON LOGGING ROAD, GO 250 FT (76.2 M) TO STATION. STATION IS
 AF9981'LOCATED 18.5 FT (5.6 M) SOUTHWEST OF CENTERLINE OF LOGGING ROAD, 1.8
 AF9981'FT (0.5 M) NORTH OF A CARSONITE WITNESS POST AND 2.0 FT (0.6 M) WEST
 AF9981'OF A CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT
 AF9981'(7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M)
 AF9981'LONG, FLUSH IN GROUND.
 AF9981
 AF9981                          STATION RECOVERY (2010)
 AF9981
 AF9981'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9981'THE LOGGING ROAD MENTIONED ABOVE IS NO LONGER ACCESSIBLE BY VEHICLE.
 AF9981'-REVISED-  TO REACH GO SOUTH ON FEDERAL FOREST ROAD 174 4.0 MI (6.4
 AF9981'KM) TO JUNCTION WITH OLD LOGGING ROAD WEST, PARK THE VEHICLE AND WALK
 AF9981'250 FT (76.2 M) WEST ALONG OLD LOGGING ROAD TO THE STATION.  THE
 AF9981'STATION IS LOCATED 18.5 FT (5.6 M) SOUTHWEST OF THE CENTERLINE OF OLD
 AF9981'LOGGING ROAD AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD
 AF9981'POSTS SURROUNDING THE STATION.  THE CARSONITE WITNESS POSTS HAVE BEEN
 AF9981'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7180 ***********************************************************************
 DN7180  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7180  DESIGNATION -  115 GOODWIN LAKE GPS
 DN7180  PID         -  DN7180
 DN7180  STATE/COUNTY-  WI/SAWYER
 DN7180  COUNTRY     -  US
 DN7180  USGS QUAD   -  NAMEKAGON LAKE (2019)
 DN7180
 DN7180                         *CURRENT SURVEY CONTROL
 DN7180  ______________________________________________________________________
 DN7180* NAD 83(2011) POSITION- 46 08 13.24270(N) 091 02 37.56470(W)   ADJUSTED
 DN7180* NAD 83(2011) ELLIP HT-   408.447 (meters)        (04/15/13)   ADJUSTED
 DN7180* NAD 83(2011) EPOCH   -  2010.00
 DN7180* NAVD 88 ORTHO HEIGHT -   438.29  (meters)     1438.0   (feet) GPS OBS
 DN7180  ______________________________________________________________________
 DN7180  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7180  GEOID HEIGHT    -        -29.847 (meters)                     GEOID12A
 DN7180  GEOID HEIGHT    -        -29.842 (meters)                     GEOID18
 DN7180  NAD 83(2011) X  -    -80,654.606 (meters)                     COMP
 DN7180  NAD 83(2011) Y  - -4,426,900.832 (meters)                     COMP
 DN7180  NAD 83(2011) Z  -  4,576,108.036 (meters)                     COMP
 DN7180  LAPLACE CORR    -         -7.52  (seconds)                    DEFLEC18
 DN7180
 DN7180  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7180  Standards:
 DN7180         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7180            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7180  -------------------------------------------------------------------
 DN7180  NETWORK    0.52   1.10           0.24   0.18   0.56      0.04076527
 DN7180  -------------------------------------------------------------------
 DN7180  Click here for local accuracies and other accuracy information.
 DN7180
 DN7180.The horizontal coordinates were established by GPS observations
 DN7180.and adjusted by the National Geodetic Survey in April 2013.
 DN7180
 DN7180.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7180.been affixed to the stable North American tectonic plate. See 
 DN7180.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7180
 DN7180.The horizontal coordinates are valid at the epoch date displayed above
 DN7180.which is a decimal equivalence of Year/Month/Day.
 DN7180
 DN7180.The orthometric height was determined by GPS observations and a
 DN7180.high-resolution geoid model using precise GPS observation and
 DN7180.processing techniques.
 DN7180
 DN7180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7180.GEOID18 height accuracy estimate available here.
 DN7180
 DN7180.Click photographs - Photos may exist for this station.
 DN7180
 DN7180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7180
 DN7180.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7180
 DN7180.The ellipsoidal height was determined by GPS observations
 DN7180.and is referenced to NAD 83.
 DN7180
 DN7180. The following values were computed from the NAD 83(2011) position.
 DN7180
 DN7180;                    North         East     Units Scale Factor Converg.
 DN7180;SPC WI N     -   108,378.183   519,352.807   MT  0.99994549   -0 45 10.6
 DN7180;SPC WI N     -   355,570.76  1,703,910.00   sFT  0.99994549   -0 45 10.6
 DN7180;UTM  15      - 5,111,130.793   651,100.133   MT  0.99988067   +1 24 38.5
 DN7180
 DN7180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7180!SPC WI N     -   0.99993597  x   0.99994549  =   0.99988147
 DN7180!UTM  15      -   0.99993597  x   0.99988067  =   0.99981665
 DN7180
 DN7180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5110011130(NAD 83)
 DN7180
 DN7180                          SUPERSEDED SURVEY CONTROL
 DN7180
 DN7180  NAD 83(2007)-  46 08 13.24276(N)    091 02 37.56542(W) AD(2002.00) 1
 DN7180  ELLIP H (04/06/12)  408.471  (m)                       GP(2002.00) 1 1
 DN7180
 DN7180.Superseded values are not recommended for survey control.
 DN7180
 DN7180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7180.See file dsdata.pdf to determine how the superseded data were derived.
 DN7180
 DN7180_MARKER: DD = SURVEY DISK
 DN7180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7180_STAMPING: 115 GOODWIN LAKE GPS 1995
 DN7180_MARK LOGO: WI-113
 DN7180_PROJECTION: FLUSH
 DN7180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN7180+STABILITY: SURFACE MOTION
 DN7180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7180+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 DN7180
 DN7180  HISTORY     - Date     Condition        Report By
 DN7180  HISTORY     - 1995     MONUMENTED       WI-113
 DN7180  HISTORY     - 20100510 GOOD             WIDT
 DN7180
 DN7180                          STATION DESCRIPTION
 DN7180
 DN7180'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7180'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN7180'HIGHWAY S APPROXIMATELY 9.6 MI (15.4 KM) SOUTHWEST OF THE COMMUNITY OF
 DN7180'CLAM LAKE, GO EAST THEN NORTHEAST ON STATE HIGHWAY 77 FOR 3.3 MI (5.3
 DN7180'KM) TO NATIONAL FOREST ROAD 204.  TURN LEFT AND GO NORTH ON NATIONAL
 DN7180'FOREST ROAD 204 FOR 4.0 MI (6.4 KM) TO NATIONAL FOREST ROAD 328 LEFT.
 DN7180'CONTINUE NORTH ON NATIONAL FOREST ROAD 204 FOR 0.11 MI (0.2 KM) TO A
 DN7180'WOODS ENTRANCE LEADING TO A CLEARING ON THE LEFT.  TURN LEFT AND GO
 DN7180'WEST FOR 28 M (91.9 FT) INTO THE CLEARING AND THEN SOUTHWEST IN THE
 DN7180'CLEARING FOR 100 M (328.1 FT) TO THE STATION.
 DN7180'
 DN7180'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN7180'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, 1.8 M (5.9 FT)
 DN7180'DEEP AND FLUSH WITH THE GROUND.  THE STATION IS APPROXIMATELY 0.06 MI
 DN7180'(0.1 KM) WEST OF THE CENTERLINE OF NATIONAL FOREST ROAD 204 AND IS 1 M
 DN7180'(3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DN7180'STATION.
 DN7180'
 DN7180'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7180'15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN ALL QUADRANTS
 DN7180'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9575 ***********************************************************************
 AG9575  DESIGNATION -  116 CHRISTY LAKE GPS
 AG9575  PID         -  AG9575
 AG9575  STATE/COUNTY-  WI/SAWYER
 AG9575  COUNTRY     -  US
 AG9575  USGS QUAD   -  CLAM LAKE SW (2018)
 AG9575
 AG9575                         *CURRENT SURVEY CONTROL
 AG9575  ______________________________________________________________________
 AG9575* NAD 83(2011) POSITION- 46 06 39.78094(N) 090 58 42.28160(W)   ADJUSTED
 AG9575* NAD 83(2011) ELLIP HT-   400.023 (meters)        (06/27/12)   ADJUSTED
 AG9575* NAD 83(2011) EPOCH   -  2010.00
 AG9575* NAVD 88 ORTHO HEIGHT -   430.040 (meters)     1410.89  (feet) ADJUSTED
 AG9575  ______________________________________________________________________
 AG9575  GEOID HEIGHT    -        -30.002 (meters)                     GEOID18
 AG9575  NAD 83(2011) X  -    -75,640.279 (meters)                     COMP
 AG9575  NAD 83(2011) Y  - -4,429,064.098 (meters)                     COMP
 AG9575  NAD 83(2011) Z  -  4,574,101.739 (meters)                     COMP
 AG9575  LAPLACE CORR    -         -6.43  (seconds)                    DEFLEC18
 AG9575  DYNAMIC HEIGHT  -        430.032 (meters)     1410.86  (feet) COMP
 AG9575  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 AG9575
 AG9575  VERT ORDER      -  SECOND    CLASS I
 AG9575
 AG9575  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9575  Standards:
 AG9575         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9575            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9575  -------------------------------------------------------------------
 AG9575  NETWORK    0.46   1.04           0.21   0.16   0.53      0.02956085
 AG9575  -------------------------------------------------------------------
 AG9575  Click here for local accuracies and other accuracy information.
 AG9575
 AG9575.The horizontal coordinates were established by GPS observations
 AG9575.and adjusted by the National Geodetic Survey in June 2012.
 AG9575
 AG9575.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9575.been affixed to the stable North American tectonic plate. See 
 AG9575.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9575
 AG9575.The horizontal coordinates are valid at the epoch date displayed above
 AG9575.which is a decimal equivalence of Year/Month/Day.
 AG9575
 AG9575.The orthometric height was determined by differential leveling and
 AG9575.adjusted by the WI DEPT OF TRANSP
 AG9575.in May 2012.
 AG9575
 AG9575.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9575.GEOID18 height accuracy estimate available here.
 AG9575
 AG9575.Click photographs - Photos may exist for this station.
 AG9575
 AG9575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9575
 AG9575.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9575
 AG9575.The ellipsoidal height was determined by GPS observations
 AG9575.and is referenced to NAD 83.
 AG9575
 AG9575.The dynamic height is computed by dividing the NAVD 88
 AG9575.geopotential number by the normal gravity value computed on the
 AG9575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9575.degrees latitude (g = 980.6199 gals.).
 AG9575
 AG9575.The modeled gravity was interpolated from observed gravity values.
 AG9575
 AG9575. The following values were computed from the NAD 83(2011) position.
 AG9575
 AG9575;                    North         East     Units Scale Factor Converg.
 AG9575;SPC WI N     -   105,428.547   524,366.790   MT  0.99994583   -0 42 20.9
 AG9575;SPC WI N     -   345,893.49  1,720,360.04   sFT  0.99994583   -0 42 20.9
 AG9575;UTM  15      - 5,108,372.681   656,221.603   MT  0.99990002   +1 27 26.0
 AG9575
 AG9575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9575!SPC WI N     -   0.99993729  x   0.99994583  =   0.99988313
 AG9575!UTM  15      -   0.99993729  x   0.99990002  =   0.99983732
 AG9575
 AG9575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5622108372(NAD 83)
 AG9575
 AG9575                          SUPERSEDED SURVEY CONTROL
 AG9575
 AG9575  NAD 83(2007)-  46 06 39.78103(N)    090 58 42.28234(W) AD(2002.00) 0
 AG9575  ELLIP H (02/10/07)  400.049  (m)                       GP(2002.00)    
 AG9575  NAD 83(1997)-  46 06 39.78109(N)    090 58 42.28299(W) AD(       ) 1
 AG9575  ELLIP H (12/26/02)  400.066  (m)                       GP(       ) 3 2
 AG9575  NAD 83(1991)-  46 06 39.78082(N)    090 58 42.28199(W) AD(       ) 1
 AG9575  ELLIP H (04/30/98)  400.070  (m)                       GP(       ) 3 2
 AG9575  NAVD 88             430.04   (m)         1410.9    (f) LEVELING    3  
 AG9575  NAVD 88 (04/30/98)  430.0    (m)  GEOID96  model used  GPS OBS        
 AG9575
 AG9575.Superseded values are not recommended for survey control.
 AG9575
 AG9575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9575.See file dsdata.pdf to determine how the superseded data were derived.
 AG9575
 AG9575_MARKER: DD = SURVEY DISK
 AG9575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9575_STAMPING: 116 CHRISTY LAKE GPS 1995
 AG9575_MARK LOGO: WI-113
 AG9575_PROJECTION: FLUSH
 AG9575_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9575+STABILITY: SURFACE MOTION
 AG9575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9575+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 AG9575
 AG9575  HISTORY     - Date     Condition        Report By
 AG9575  HISTORY     - 1995     MONUMENTED       WI-113
 AG9575  HISTORY     - 20100524 GOOD             WIDT
 AG9575
 AG9575                          STATION DESCRIPTION
 AG9575
 AG9575'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9575'STATION IS LOCATED ABOUT 25 MI (40.2 KM) EAST OF HAYWARD, IN THE
 AG9575'NE1/4-NW1/4, SECTION 22, T42N, R5W.  TO REACH STATION FROM HAYWARD, AT
 AG9575'THE JUNCTION OF U.S.H.  63 AND S.T.H.  77.  GO EAST ON S.T.H.  77,
 AG9575'28.0 MI (45.1 KM) TO THE JUNCTION WITH OLD 77, WHICH RUNS SOUTH.
 AG9575'CONTINUE NORTHEAST ON S.T.H.  77, 100 FT (30.5 M) TO THE JUNCTION WITH
 AG9575'A DRIVEWAY INTO A CLEARING TO THE NORTH, TURN LEFT AND NORTHERLY ON
 AG9575'DRIVEWAY, GO 585 FT (178.3 M) TO STATION.  STATION IS LOCATED ON
 AG9575'BACKSIDE OF OLD HIGHWAY BORROW PIT, 1.8 FT (0.5 M) NORTH OF A
 AG9575'CARSONITE WITNESS POST AND 2.2 FT (0.7 M) EAST OF A CARSONITE WITNESS
 AG9575'POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9575'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9575
 AG9575                          STATION RECOVERY (2010)
 AG9575
 AG9575'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9575'RECOVERED IN GOOD CONDITION.
 AG9575'
 AG9575'NOTE-CARSONITE WITNESS POST HAS BEEN REMOVED.  MARK IS 1 M (3.3 FT)
 AG9575'FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0337 ***********************************************************************
 NJ0337  DESIGNATION -  1166
 NJ0337  PID         -  NJ0337
 NJ0337  STATE/COUNTY-  WI/GRANT
 NJ0337  COUNTRY     -  US
 NJ0337  USGS QUAD   -  STITZER (2018)
 NJ0337
 NJ0337                         *CURRENT SURVEY CONTROL
 NJ0337  ______________________________________________________________________
 NJ0337* NAD 83(1986) POSITION- 42 58 36.50   (N) 090 36 49.10   (W)   HD_HELD1
 NJ0337* NAVD 88 ORTHO HEIGHT -   358.906 (meters)     1177.51  (feet) ADJUSTED
 NJ0337  ______________________________________________________________________
 NJ0337  GEOID HEIGHT    -        -32.847 (meters)                     GEOID18
 NJ0337  DYNAMIC HEIGHT  -        358.802 (meters)     1177.17  (feet) COMP
 NJ0337  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 NJ0337
 NJ0337  VERT ORDER      -  FIRST     CLASS II
 NJ0337
 NJ0337.The horizontal coordinates were determined by differentially corrected
 NJ0337.hand held GPS observations or other comparable positioning techniques
 NJ0337.and have an estimated accuracy of +/- 3 meters.
 NJ0337
 NJ0337.The orthometric height was determined by differential leveling and
 NJ0337.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0337.in June 1991.
 NJ0337
 NJ0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0337.GEOID18 height accuracy estimate available here.
 NJ0337
 NJ0337.Click photographs - Photos may exist for this station.
 NJ0337
 NJ0337.The dynamic height is computed by dividing the NAVD 88
 NJ0337.geopotential number by the normal gravity value computed on the
 NJ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0337.degrees latitude (g = 980.6199 gals.).
 NJ0337
 NJ0337.The modeled gravity was interpolated from observed gravity values.
 NJ0337
 NJ0337;                    North         East    Units  Estimated Accuracy
 NJ0337;SPC WI S     -   108,698.1     549,946.9     MT  (+/- 3 meters HH1 GPS) 
 NJ0337
 NJ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9458561002(NAD 83)
 NJ0337
 NJ0337                          SUPERSEDED SURVEY CONTROL
 NJ0337
 NJ0337  NGVD 29 (??/??/92)  358.967  (m)         1177.71   (f) ADJ UNCH    1 2
 NJ0337
 NJ0337.Superseded values are not recommended for survey control.
 NJ0337
 NJ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0337.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0337
 NJ0337_MARKER: P = PIPE CAP
 NJ0337_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0337_STAMPING: PRIM TRAV STA NO 51 Y DQB WIS 1166 1922
 NJ0337_MARK LOGO: USGS
 NJ0337_MAGNETIC: P = MARKER IS A STEEL PIPE
 NJ0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0337
 NJ0337  HISTORY     - Date     Condition        Report By
 NJ0337  HISTORY     - 1922     MONUMENTED       USGS
 NJ0337  HISTORY     - 1934     GOOD             CGS
 NJ0337  HISTORY     - 1977     MARK NOT FOUND   ALSTER
 NJ0337  HISTORY     - 19980930 MARK NOT FOUND   USPSQD
 NJ0337
 NJ0337                          STATION DESCRIPTION
 NJ0337
 NJ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0337'AT LANCASTER JUNCTION.
 NJ0337'AT LANCASTER JUNCTION, GRANT COUNTY, 100 FEET SOUTHWEST OF THE
 NJ0337'STATION SHED, AND 1 FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 NJ0337'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED PRIM TRAV
 NJ0337'STA NO 51 Y DQB WIS 1166 1922 AND RIVETED ON THE TOP OF A 3-1/2
 NJ0337'INCH IRON PIPE.
 NJ0337
 NJ0337                          STATION RECOVERY (1977)
 NJ0337
 NJ0337'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977
 NJ0337'MARK NOT FOUND.
 NJ0337
 NJ0337                          STATION RECOVERY (1998)
 NJ0337
 NJ0337'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7179 ***********************************************************************
 DN7179  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7179  DESIGNATION -  117 TEAL RIVER GPS
 DN7179  PID         -  DN7179
 DN7179  STATE/COUNTY-  WI/SAWYER
 DN7179  COUNTRY     -  US
 DN7179  USGS QUAD   -  MOOSE LAKE (2018)
 DN7179
 DN7179                         *CURRENT SURVEY CONTROL
 DN7179  ______________________________________________________________________
 DN7179* NAD 83(2011) POSITION- 46 03 22.08164(N) 091 04 41.02395(W)   ADJUSTED
 DN7179* NAD 83(2011) ELLIP HT-   403.346 (meters)        (04/15/13)   ADJUSTED
 DN7179* NAD 83(2011) EPOCH   -  2010.00
 DN7179* NAVD 88 ORTHO HEIGHT -   433.07  (meters)     1420.8   (feet) GPS OBS
 DN7179  ______________________________________________________________________
 DN7179  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7179  GEOID HEIGHT    -        -29.726 (meters)                     GEOID12A
 DN7179  GEOID HEIGHT    -        -29.724 (meters)                     GEOID18
 DN7179  NAD 83(2011) X  -    -83,426.110 (meters)                     COMP
 DN7179  NAD 83(2011) Y  - -4,433,324.771 (meters)                     COMP
 DN7179  NAD 83(2011) Z  -  4,569,869.993 (meters)                     COMP
 DN7179  LAPLACE CORR    -         -7.03  (seconds)                    DEFLEC18
 DN7179
 DN7179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7179  Standards:
 DN7179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7179  -------------------------------------------------------------------
 DN7179  NETWORK    0.52   1.08           0.23   0.19   0.55     -0.12817896
 DN7179  -------------------------------------------------------------------
 DN7179  Click here for local accuracies and other accuracy information.
 DN7179
 DN7179.The horizontal coordinates were established by GPS observations
 DN7179.and adjusted by the National Geodetic Survey in April 2013.
 DN7179
 DN7179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7179.been affixed to the stable North American tectonic plate. See 
 DN7179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7179
 DN7179.The horizontal coordinates are valid at the epoch date displayed above
 DN7179.which is a decimal equivalence of Year/Month/Day.
 DN7179
 DN7179.The orthometric height was determined by GPS observations and a
 DN7179.high-resolution geoid model using precise GPS observation and
 DN7179.processing techniques.
 DN7179
 DN7179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7179.GEOID18 height accuracy estimate available here.
 DN7179
 DN7179.Click photographs - Photos may exist for this station.
 DN7179
 DN7179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7179
 DN7179.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7179
 DN7179.The ellipsoidal height was determined by GPS observations
 DN7179.and is referenced to NAD 83.
 DN7179
 DN7179. The following values were computed from the NAD 83(2011) position.
 DN7179
 DN7179;                    North         East     Units Scale Factor Converg.
 DN7179;SPC WI N     -    99,425.032   516,581.197   MT  0.99994724   -0 46 39.7
 DN7179;SPC WI N     -   326,196.96  1,694,816.81   sFT  0.99994724   -0 46 39.7
 DN7179;UTM  15      - 5,102,080.059   648,668.536   MT  0.99987171   +1 23 02.7
 DN7179
 DN7179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7179!SPC WI N     -   0.99993677  x   0.99994724  =   0.99988402
 DN7179!UTM  15      -   0.99993677  x   0.99987171  =   0.99980849
 DN7179
 DN7179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4866802080(NAD 83)
 DN7179
 DN7179                          SUPERSEDED SURVEY CONTROL
 DN7179
 DN7179  NAD 83(2007)-  46 03 22.08170(N)    091 04 41.02466(W) AD(2002.00) 1
 DN7179  ELLIP H (04/06/12)  403.372  (m)                       GP(2002.00) 1 1
 DN7179
 DN7179.Superseded values are not recommended for survey control.
 DN7179
 DN7179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7179.See file dsdata.pdf to determine how the superseded data were derived.
 DN7179
 DN7179_MARKER: DD = SURVEY DISK
 DN7179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7179_STAMPING: 117 TEAL RIVER GPS 1995
 DN7179_MARK LOGO: WI-113
 DN7179_PROJECTION: FLUSH
 DN7179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN7179+STABILITY: SURFACE MOTION
 DN7179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7179+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DN7179
 DN7179  HISTORY     - Date     Condition        Report By
 DN7179  HISTORY     - 1995     MONUMENTED       WI-113
 DN7179  HISTORY     - 20100524 GOOD             WIDT
 DN7179
 DN7179                          STATION DESCRIPTION
 DN7179
 DN7179'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7179'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN7179'HIGHWAY S APPROXIMATELY 9.6 MI (15.4 KM) SOUTHWEST OF THE COMMUNITY OF
 DN7179'CLAM LAKE, GO SOUTHWEST ON COUNTY HIGHWAY S FOR 1.80 MI (2.9 KM) TO
 DN7179'ATV TRAIL 714 LEFT AND THE STATION ON THE RIGHT.
 DN7179'
 DN7179'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN7179'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN7179'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN7179'PAVEMENT.  THE STATION IS 53.0 M (173.9 FT) WEST OF THE CENTERLINE OF
 DN7179'COUNTY HIGHWAY S, 2.8 M (9.2 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 DN7179'ATV TRAIL 714 AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD
 DN7179'POSTS SURROUNDING THE STATION.
 DN7179'
 DN7179'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7179'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9582 ***********************************************************************
 AG9582  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9582  DESIGNATION -  118 MOOSE LAKE GPS
 AG9582  PID         -  AG9582
 AG9582  STATE/COUNTY-  WI/SAWYER
 AG9582  COUNTRY     -  US
 AG9582  USGS QUAD   -  MOOSE LAKE (2018)
 AG9582
 AG9582                         *CURRENT SURVEY CONTROL
 AG9582  ______________________________________________________________________
 AG9582* NAD 83(2011) POSITION- 46 00 33.57431(N) 091 04 04.42217(W)   ADJUSTED
 AG9582* NAD 83(2011) ELLIP HT-   396.572 (meters)        (06/27/12)   ADJUSTED
 AG9582* NAD 83(2011) EPOCH   -  2010.00
 AG9582* NAVD 88 ORTHO HEIGHT -   426.32  (meters)     1398.7   (feet) GPS OBS
 AG9582  ______________________________________________________________________
 AG9582  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9582  GEOID HEIGHT    -        -29.730 (meters)                     GEOID12A
 AG9582  GEOID HEIGHT    -        -29.731 (meters)                     GEOID18
 AG9582  NAD 83(2011) X  -    -82,709.119 (meters)                     COMP
 AG9582  NAD 83(2011) Y  - -4,437,079.000 (meters)                     COMP
 AG9582  NAD 83(2011) Z  -  4,566,252.892 (meters)                     COMP
 AG9582  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 AG9582
 AG9582  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9582  Standards:
 AG9582         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9582            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9582  -------------------------------------------------------------------
 AG9582  NETWORK    0.46   1.06           0.21   0.16   0.54     -0.06247589
 AG9582  -------------------------------------------------------------------
 AG9582  Click here for local accuracies and other accuracy information.
 AG9582
 AG9582.The horizontal coordinates were established by GPS observations
 AG9582.and adjusted by the National Geodetic Survey in June 2012.
 AG9582
 AG9582.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9582.been affixed to the stable North American tectonic plate. See 
 AG9582.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9582
 AG9582.The horizontal coordinates are valid at the epoch date displayed above
 AG9582.which is a decimal equivalence of Year/Month/Day.
 AG9582
 AG9582.The orthometric height was determined by GPS observations and a
 AG9582.high-resolution geoid model using precise GPS observation and
 AG9582.processing techniques.
 AG9582
 AG9582.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9582.GEOID18 height accuracy estimate available here.
 AG9582
 AG9582.Click photographs - Photos may exist for this station.
 AG9582
 AG9582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9582
 AG9582.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9582
 AG9582.The ellipsoidal height was determined by GPS observations
 AG9582.and is referenced to NAD 83.
 AG9582
 AG9582. The following values were computed from the NAD 83(2011) position.
 AG9582
 AG9582;                    North         East     Units Scale Factor Converg.
 AG9582;SPC WI N     -    94,212.388   517,297.923   MT  0.99994915   -0 46 13.3
 AG9582;SPC WI N     -   309,095.14  1,697,168.27   sFT  0.99994915   -0 46 13.3
 AG9582;UTM  15      - 5,096,898.540   649,581.260   MT  0.99987506   +1 23 25.1
 AG9582
 AG9582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9582!SPC WI N     -   0.99993783  x   0.99994915  =   0.99988699
 AG9582!UTM  15      -   0.99993783  x   0.99987506  =   0.99981290
 AG9582
 AG9582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4958196898(NAD 83)
 AG9582
 AG9582                          SUPERSEDED SURVEY CONTROL
 AG9582
 AG9582  NAD 83(2007)-  46 00 33.57440(N)    091 04 04.42289(W) AD(2002.00) 0
 AG9582  ELLIP H (02/10/07)  396.602  (m)                       GP(2002.00)    
 AG9582  NAD 83(1997)-  46 00 33.57446(N)    091 04 04.42350(W) AD(       ) 1
 AG9582  ELLIP H (12/26/02)  396.622  (m)                       GP(       ) 3 2
 AG9582  NAD 83(1991)-  46 00 33.57418(N)    091 04 04.42256(W) AD(       ) 1
 AG9582  ELLIP H (04/30/98)  396.622  (m)                       GP(       ) 3 2
 AG9582  NAVD 88 (04/30/98)  426.3    (m)  GEOID96  model used  GPS OBS        
 AG9582
 AG9582.Superseded values are not recommended for survey control.
 AG9582
 AG9582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9582.See file dsdata.pdf to determine how the superseded data were derived.
 AG9582
 AG9582_MARKER: DD = SURVEY DISK
 AG9582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9582_STAMPING: 118 MOOSE LAKE GPS 1995
 AG9582_MARK LOGO: WI-113
 AG9582_PROJECTION: FLUSH
 AG9582_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9582+STABILITY: SURFACE MOTION
 AG9582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9582+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 AG9582
 AG9582  HISTORY     - Date     Condition        Report By
 AG9582  HISTORY     - 1995     MONUMENTED       WI-113
 AG9582  HISTORY     - 20100512 GOOD             WIDT
 AG9582
 AG9582                          STATION DESCRIPTION
 AG9582
 AG9582'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9582'STATION IS LOCATED ABOUT 20 MI (32.2 KM) EAST OF HAYWARD, IN THE
 AG9582'NW1/4, SECTION 25, T41N, R6W.  TO REACH STATION FROM THE JUNCTION OF
 AG9582'S.T.H.  77 AND C.T.H.  S, WHICH IS 23.1 MI (37.2 KM) EAST OF HAYWARD,
 AG9582'VIA S.T.H.  77.  GO SOUTH ON C.T.H.  S, 4.1 MI (6.6 KM) TO THE
 AG9582'JUNCTION WITH MOOSE LAKE ROAD, TURN LEFT AND SOUTHEASTERLY ON MOOSE
 AG9582'LAKE ROAD, GO 2.3 MI (3.7 KM) TO THE JUNCTION WITH GRASSY WOODS ROAD
 AG9582'NORTH, WHICH IS 0.35 MI (0.56 KM) SOUTHERLY OF THE JUNCTION OF MOOSE
 AG9582'LAKE ROAD AND FOREST CIRCLE ROAD, TURN LEFT AND NORTHERLY ON WOODS
 AG9582'ROAD, GO 335 FT (102.1 M) TO STATION.  STATION IS LOCATED 2.1 FT (0.6
 AG9582'M) NORTH OF A CARSONITE WITNESS POST AND 2.1 FT (0.6 M) SOUTHEAST OF A
 AG9582'CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62
 AG9582'CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG,
 AG9582'FLUSH IN GROUND.
 AG9582
 AG9582                          STATION RECOVERY (2010)
 AG9582
 AG9582'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9582'-NOTE-CARSONITE WITNESS POSTS ARE NO LONGER PRESENT.  THE MARK IS 1 M
 AG9582'(3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 AG9582'STATION.  OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9565 ***********************************************************************
 AG9565  DESIGNATION -  119 CURRIER LAKE GPS
 AG9565  PID         -  AG9565
 AG9565  STATE/COUNTY-  WI/SAWYER
 AG9565  COUNTRY     -  US
 AG9565  USGS QUAD   -  SPIDER LAKE (2018)
 AG9565
 AG9565                         *CURRENT SURVEY CONTROL
 AG9565  ______________________________________________________________________
 AG9565* NAD 83(2011) POSITION- 46 02 22.15496(N) 091 12 21.00029(W)   ADJUSTED
 AG9565* NAD 83(2011) ELLIP HT-   397.457 (meters)        (06/27/12)   ADJUSTED
 AG9565* NAD 83(2011) EPOCH   -  2010.00
 AG9565* NAVD 88 ORTHO HEIGHT -   426.843 (meters)     1400.40  (feet) ADJUSTED
 AG9565  ______________________________________________________________________
 AG9565  GEOID HEIGHT    -        -29.372 (meters)                     GEOID18
 AG9565  NAD 83(2011) X  -    -93,340.281 (meters)                     COMP
 AG9565  NAD 83(2011) Y  - -4,434,455.455 (meters)                     COMP
 AG9565  NAD 83(2011) Z  -  4,568,581.476 (meters)                     COMP
 AG9565  LAPLACE CORR    -         -7.72  (seconds)                    DEFLEC18
 AG9565  DYNAMIC HEIGHT  -        426.843 (meters)     1400.40  (feet) COMP
 AG9565  MODELED GRAVITY -    980,603.0   (mgal)                       NAVD 88
 AG9565
 AG9565  VERT ORDER      -  SECOND    CLASS I
 AG9565
 AG9565  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9565  Standards:
 AG9565         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9565            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9565  -------------------------------------------------------------------
 AG9565  NETWORK    0.37   0.86           0.17   0.12   0.44      0.07727896
 AG9565  -------------------------------------------------------------------
 AG9565  Click here for local accuracies and other accuracy information.
 AG9565
 AG9565.The horizontal coordinates were established by GPS observations
 AG9565.and adjusted by the National Geodetic Survey in June 2012.
 AG9565
 AG9565.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9565.been affixed to the stable North American tectonic plate. See 
 AG9565.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9565
 AG9565.The horizontal coordinates are valid at the epoch date displayed above
 AG9565.which is a decimal equivalence of Year/Month/Day.
 AG9565
 AG9565.The orthometric height was determined by differential leveling and
 AG9565.adjusted by the WI DEPT OF TRANSP
 AG9565.in May 2012.
 AG9565
 AG9565.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9565.GEOID18 height accuracy estimate available here.
 AG9565
 AG9565.Click photographs - Photos may exist for this station.
 AG9565
 AG9565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9565
 AG9565.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9565
 AG9565.The ellipsoidal height was determined by GPS observations
 AG9565.and is referenced to NAD 83.
 AG9565
 AG9565.The dynamic height is computed by dividing the NAVD 88
 AG9565.geopotential number by the normal gravity value computed on the
 AG9565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9565.degrees latitude (g = 980.6199 gals.).
 AG9565
 AG9565.The modeled gravity was interpolated from observed gravity values.
 AG9565
 AG9565. The following values were computed from the NAD 83(2011) position.
 AG9565
 AG9565;                    North         East     Units Scale Factor Converg.
 AG9565;SPC WI N     -    97,717.214   506,667.089   MT  0.99994784   -0 52 11.5
 AG9565;SPC WI N     -   320,593.89  1,662,290.27   sFT  0.99994784   -0 52 11.5
 AG9565;UTM  15      - 5,099,999.702   638,826.819   MT  0.99983693   +1 17 30.0
 AG9565
 AG9565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9565!SPC WI N     -   0.99993770  x   0.99994784  =   0.99988554
 AG9565!UTM  15      -   0.99993770  x   0.99983693  =   0.99977464
 AG9565
 AG9565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3882699999(NAD 83)
 AG9565
 AG9565                          SUPERSEDED SURVEY CONTROL
 AG9565
 AG9565  NAD 83(2007)-  46 02 22.15505(N)    091 12 21.00100(W) AD(2002.00) 0
 AG9565  ELLIP H (02/10/07)  397.489  (m)                       GP(2002.00)    
 AG9565  NAD 83(1997)-  46 02 22.15509(N)    091 12 21.00160(W) AD(       ) 1
 AG9565  ELLIP H (12/26/02)  397.509  (m)                       GP(       ) 3 2
 AG9565  NAD 83(1991)-  46 02 22.15483(N)    091 12 21.00077(W) AD(       ) 1
 AG9565  ELLIP H (04/30/98)  397.502  (m)                       GP(       ) 3 2
 AG9565  NAVD 88             426.84   (m)         1400.4    (f) LEVELING    3  
 AG9565  NAVD 88 (04/30/98)  426.8    (m)  GEOID96  model used  GPS OBS        
 AG9565
 AG9565.Superseded values are not recommended for survey control.
 AG9565
 AG9565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9565.See file dsdata.pdf to determine how the superseded data were derived.
 AG9565
 AG9565_MARKER: DD = SURVEY DISK
 AG9565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9565_STAMPING: 119 CURRIER LAKE GPS 1995
 AG9565_MARK LOGO: WI-113
 AG9565_PROJECTION: FLUSH
 AG9565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9565+STABILITY: SURFACE MOTION
 AG9565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9565+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2010
 AG9565
 AG9565  HISTORY     - Date     Condition        Report By
 AG9565  HISTORY     - 1995     MONUMENTED       WI-113
 AG9565  HISTORY     - 20100516 GOOD             WIDT
 AG9565
 AG9565                          STATION DESCRIPTION
 AG9565
 AG9565'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9565'STATION IS LOCATED ABOUT 13 MI (20.9 KM) EAST OF HAYWARD, IN THE
 AG9565'NW1/4-NE1/4, SECTION 14, T41N, R7W.  TO REACH STATION FROM THE
 AG9565'JUNCTION OF S.T.H.  77 AND C.T.H.  A, WHICH IS 16.0 MI (25.7 KM) EAST
 AG9565'OF HAYWARD, VIA S.T.H.  77.  GO SOUTH ON C.T.H.  A, 1.8 MI (2.9 KM) TO
 AG9565'JUNCTION WITH TWIN LAKES ROAD, TURN RIGHT AND WEST ON TWIN LAKES ROAD,
 AG9565'GO 0.4 MI (0.6 KM) TO STATION.  STATION IS LOCATED 275 FT (83.8 M)
 AG9565'SOUTHEASTERLY OF THE JUNCTION OF TWIN LAKES ROAD AND KEISTER ROAD,
 AG9565'28.3 FT (8.6 M) SOUTHWEST OF CENTERLINE OF TWIN LAKES ROAD, 2.3 FT
 AG9565'(0.7 M) SOUTHEAST OF A CARSONITE WITNESS POST AND 2.1 FT (0.6 M)
 AG9565'SOUTHWEST OF A CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP,
 AG9565'0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT
 AG9565'(1.8 M) LONG, FLUSH IN GROUND.
 AG9565
 AG9565                          STATION RECOVERY (2010)
 AG9565
 AG9565'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9565'RECOVERED IN GOOD CONDITION.
 AG9565'
 AG9565'NOTE-CARSONITE POSTS HAVE BEEN REMOVED AND MARK IS 1 M (3.3 FT) FROM
 AG9565'THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH4998 ***********************************************************************
 DH4998  DESIGNATION -  12 09 09 SW
 DH4998  PID         -  DH4998
 DH4998  STATE/COUNTY-  WI/COLUMBIA
 DH4998  COUNTRY     -  US
 DH4998  USGS QUAD   -  PORTAGE (2018)
 DH4998
 DH4998                         *CURRENT SURVEY CONTROL
 DH4998  ______________________________________________________________________
 DH4998* NAD 83(2011) POSITION- 43 31 50.77454(N) 089 26 18.77453(W)   ADJUSTED
 DH4998* NAD 83(2011) ELLIP HT-   204.658 (meters)        (06/27/12)   ADJUSTED
 DH4998* NAD 83(2011) EPOCH   -  2010.00
 DH4998* NAVD 88 ORTHO HEIGHT -   240.162 (meters)      787.93  (feet) ADJUSTED
 DH4998  ______________________________________________________________________
 DH4998  GEOID HEIGHT    -        -35.511 (meters)                     GEOID18
 DH4998  NAD 83(2011) X  -     45,385.995 (meters)                     COMP
 DH4998  NAD 83(2011) Y  - -4,631,464.384 (meters)                     COMP
 DH4998  NAD 83(2011) Z  -  4,370,581.935 (meters)                     COMP
 DH4998  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 DH4998  DYNAMIC HEIGHT  -        240.103 (meters)      787.74  (feet) COMP
 DH4998  MODELED GRAVITY -    980,367.8   (mgal)                       NAVD 88
 DH4998
 DH4998  VERT ORDER      -  SECOND    CLASS I
 DH4998
 DH4998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4998  Standards:
 DH4998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4998  -------------------------------------------------------------------
 DH4998  NETWORK    0.20   0.29           0.09   0.07   0.15      0.05166018
 DH4998  -------------------------------------------------------------------
 DH4998  Click here for local accuracies and other accuracy information.
 DH4998
 DH4998.The horizontal coordinates were established by GPS observations
 DH4998.and adjusted by the National Geodetic Survey in June 2012.
 DH4998
 DH4998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4998.been affixed to the stable North American tectonic plate. See 
 DH4998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4998
 DH4998.The horizontal coordinates are valid at the epoch date displayed above
 DH4998.which is a decimal equivalence of Year/Month/Day.
 DH4998
 DH4998.The orthometric height was determined by differential leveling and
 DH4998.adjusted by the WI DEPT OF TRANSP
 DH4998.in May 2012.
 DH4998
 DH4998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4998.GEOID18 height accuracy estimate available here.
 DH4998
 DH4998.Click photographs - Photos may exist for this station.
 DH4998
 DH4998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4998
 DH4998.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4998
 DH4998.The ellipsoidal height was determined by GPS observations
 DH4998.and is referenced to NAD 83.
 DH4998
 DH4998.The dynamic height is computed by dividing the NAVD 88
 DH4998.geopotential number by the normal gravity value computed on the
 DH4998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4998.degrees latitude (g = 980.6199 gals.).
 DH4998
 DH4998.The modeled gravity was interpolated from observed gravity values.
 DH4998
 DH4998. The following values were computed from the NAD 83(2011) position.
 DH4998
 DH4998;                    North         East     Units Scale Factor Converg.
 DH4998;SPC WI S     -   170,207.215   645,381.979   MT  0.99993510   +0 23 08.8
 DH4998;SPC WI S     -   558,421.50  2,117,390.71   sFT  0.99993510   +0 23 08.8
 DH4998;UTM  16      - 4,822,647.669   302,954.189   MT  1.00007761   -1 40 48.3
 DH4998
 DH4998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4998!SPC WI S     -   0.99996791  x   0.99993510  =   0.99990301
 DH4998!UTM  16      -   0.99996791  x   1.00007761  =   1.00004552
 DH4998
 DH4998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0295422647(NAD 83)
 DH4998
 DH4998                          SUPERSEDED SURVEY CONTROL
 DH4998
 DH4998  NAD 83(2007)-  43 31 50.77458(N)    089 26 18.77536(W) AD(2002.00) 0
 DH4998  ELLIP H (02/10/07)  204.691  (m)                       GP(2002.00)    
 DH4998  NAD 83(1997)-  43 31 50.77441(N)    089 26 18.77562(W) AD(       ) B
 DH4998  ELLIP H (08/01/05)  204.699  (m)                       GP(       ) 4 1
 DH4998  NAVD 88             240.14   (m)          787.9    (f) LEVELING    3  
 DH4998  NAVD 88 (04/20/07)  240.141  (m)          787.86   (f) SUPERSEDED  2 1
 DH4998
 DH4998.Superseded values are not recommended for survey control.
 DH4998
 DH4998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4998.See file dsdata.pdf to determine how the superseded data were derived.
 DH4998
 DH4998_MARKER: DD = SURVEY DISK
 DH4998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4998_STAMPING: 12 09 09 SW 1994
 DH4998_MARK LOGO: WI-021
 DH4998_PROJECTION: FLUSH
 DH4998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4998+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2010
 DH4998
 DH4998  HISTORY     - Date     Condition        Report By
 DH4998  HISTORY     - 1994     MONUMENTED       WI-021
 DH4998  HISTORY     - 20031023 GOOD             WIDT
 DH4998  HISTORY     - 20040816 GOOD             WIDT
 DH4998  HISTORY     - 20051228 GOOD             WIDT
 DH4998  HISTORY     - 20080507 GOOD             WIDT
 DH4998  HISTORY     - 20101021 GOOD             USACES
 DH4998
 DH4998                          STATION DESCRIPTION
 DH4998
 DH4998'DESCRIBED BY WI DEPT OF TRANSP 2003 (BLT)
 DH4998'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51 AND STATE
 DH4998'HIGHWAY 16 WITH  COUNTY HIGHWAY P ABOUT 2 MI SOUTHEAST OF THE CITY OF
 DH4998'PORTAGE, GO NORTHWEST ON US  HIGHWAY 51 AND STATE HIGHWAY 16 FOR 1.45
 DH4998'MI TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE COLUMBIA
 DH4998'COUNTY GEODETIC CONTROL MARK SET IN THE TOP OF A 40-CM ROUND  CONCRETE
 DH4998'POST AND IS ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH4998'25.3 M  NORTHEAST OF THE CENTERLINE OF US HIGHWAY 51 AND STATE HIGHWAY
 DH4998'16, 64 M SOUTHEAST OF  TELEPHONE PEDESTAL --6783 LP2--, 21.0 M NORTH
 DH4998'OF THE NORTHEASTERN MOST WOOD POST FOR A  --NO ENGINE BRAKING EXCEPT
 DH4998'IN EMERGENCY WITHIN CITY LIMITS-- SIGN AND 0.8 M SOUTHWEST OF A  WHITE
 DH4998'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH4998'OBSTRUCTIONS EXTENDING  HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH4998
 DH4998                          STATION RECOVERY (2004)
 DH4998
 DH4998'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4998'RECOVERED AS DESCRIBED.
 DH4998
 DH4998                          STATION RECOVERY (2005)
 DH4998
 DH4998'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4998'RECOVERED AS DESCRIBED.
 DH4998
 DH4998                          STATION RECOVERY (2008)
 DH4998
 DH4998'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH4998'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.15 MILE SOUTHEAST
 DH4998'OF SOUTHTOWN ROAD AND 1.0 M NORTHEAST, 1.0 M NORTHWEST, AND 1.0 M
 DH4998'SOUTH OF THREE ORANGE 4X4 PLASTIC GUARD POSTS. ---NOTE--- THERE IS NO
 DH4998'WHITE PLASTIC WITNESS POST PRESENT.
 DH4998
 DH4998                          STATION RECOVERY (2010)
 DH4998
 DH4998'RECOVERY NOTE BY USACE ST. PAUL  MN DISTRICT 2010 (POJ)
 DH4998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5384 ***********************************************************************
 DH5384  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5384  DESIGNATION -  12 161E
 DH5384  PID         -  DH5384
 DH5384  STATE/COUNTY-  WI/MONROE
 DH5384  COUNTRY     -  US
 DH5384  USGS QUAD   -  CAMP DOUGLAS (2018)
 DH5384
 DH5384                         *CURRENT SURVEY CONTROL
 DH5384  ______________________________________________________________________
 DH5384* NAD 83(2011) POSITION- 43 52 45.65244(N) 090 19 20.99517(W)   ADJUSTED
 DH5384* NAD 83(2011) ELLIP HT-   252.859 (meters)        (06/27/12)   ADJUSTED
 DH5384* NAD 83(2011) EPOCH   -  2010.00
 DH5384* NAVD 88 ORTHO HEIGHT -   287.30  (meters)      942.6   (feet) GPS OBS
 DH5384  ______________________________________________________________________
 DH5384  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5384  GEOID HEIGHT    -        -34.437 (meters)                     GEOID12A
 DH5384  GEOID HEIGHT    -        -34.438 (meters)                     GEOID18
 DH5384  NAD 83(2011) X  -    -25,919.638 (meters)                     COMP
 DH5384  NAD 83(2011) Y  - -4,604,887.949 (meters)                     COMP
 DH5384  NAD 83(2011) Z  -  4,398,613.768 (meters)                     COMP
 DH5384  LAPLACE CORR    -         -8.42  (seconds)                    DEFLEC18
 DH5384
 DH5384  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5384  Standards:
 DH5384         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5384            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5384  -------------------------------------------------------------------
 DH5384  NETWORK    0.22   0.31           0.10   0.07   0.16      0.12763735
 DH5384  -------------------------------------------------------------------
 DH5384  Click here for local accuracies and other accuracy information.
 DH5384
 DH5384.The horizontal coordinates were established by GPS observations
 DH5384.and adjusted by the National Geodetic Survey in June 2012.
 DH5384
 DH5384.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5384.been affixed to the stable North American tectonic plate. See 
 DH5384.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5384
 DH5384.The horizontal coordinates are valid at the epoch date displayed above
 DH5384.which is a decimal equivalence of Year/Month/Day.
 DH5384
 DH5384.The orthometric height was determined by GPS observations and a
 DH5384.high-resolution geoid model using precise GPS observation and
 DH5384.processing techniques.
 DH5384
 DH5384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5384.GEOID18 height accuracy estimate available here.
 DH5384
 DH5384.Click photographs - Photos may exist for this station.
 DH5384
 DH5384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5384
 DH5384.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5384
 DH5384.The ellipsoidal height was determined by GPS observations
 DH5384.and is referenced to NAD 83.
 DH5384
 DH5384. The following values were computed from the NAD 83(2011) position.
 DH5384
 DH5384;                    North         East     Units Scale Factor Converg.
 DH5384;SPC WI S     -   208,831.731   574,082.162   MT  0.99996733   -0 13 17.7
 DH5384;SPC WI S     -   685,142.10  1,883,467.89   sFT  0.99996733   -0 13 17.7
 DH5384;UTM  15      - 4,861,957.478   715,104.001   MT  1.00016913   +1 51 23.8
 DH5384
 DH5384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5384!SPC WI S     -   0.99996035  x   0.99996733  =   0.99992768
 DH5384!UTM  15      -   0.99996035  x   1.00016913  =   1.00012947
 DH5384
 DH5384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1510461957(NAD 83)
 DH5384
 DH5384                          SUPERSEDED SURVEY CONTROL
 DH5384
 DH5384  NAD 83(2007)-  43 52 45.65244(N)    090 19 20.99599(W) AD(2002.00) 0
 DH5384  ELLIP H (02/10/07)  252.890  (m)                       GP(2002.00)    
 DH5384  NAD 83(1997)-  43 52 45.65241(N)    090 19 20.99651(W) AD(       ) 1
 DH5384  ELLIP H (08/01/05)  252.889  (m)                       GP(       ) 2 1
 DH5384  NAVD 88 (07/26/07)  287.27   (m)  GEOID03  model used  GPS OBS        
 DH5384
 DH5384.Superseded values are not recommended for survey control.
 DH5384
 DH5384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5384.See file dsdata.pdf to determine how the superseded data were derived.
 DH5384
 DH5384_MARKER: DD = SURVEY DISK
 DH5384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5384_STAMPING: 12-161E 1997
 DH5384_MARK LOGO: WI-081
 DH5384_PROJECTION: FLUSH
 DH5384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5384+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH5384
 DH5384  HISTORY     - Date     Condition        Report By
 DH5384  HISTORY     - 1997     MONUMENTED       WI-081
 DH5384  HISTORY     - 20030305 GOOD             WIDT
 DH5384  HISTORY     - 20100913 GOOD             WIDT
 DH5384
 DH5384                          STATION DESCRIPTION
 DH5384
 DH5384'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5384'THE STATION IS LOCATED ABOUT 18 KM SOUTHEAST OF TOMAH AND 13 KM WEST
 DH5384'OF NEW LISBON.   OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM
 DH5384'THE JUNCTION OF COUNTY HIGHWAY  A WITH COUNTY HIGHWAY W ABOUT 14 KM
 DH5384'WEST OF THE CITY OF NEW LISBON, GO EAST ON COUNTY  HIGHWAY A FOR 1.6
 DH5384'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE MONROE
 DH5384'COUNTY GEODETIC CONTROL MARK DISK SET IN THE TOP OF A 40-CM DIAMETER
 DH5384'ROUND CONCRETE  POST  AND IS ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5384'THE STATION IS 11.7 M SOUTH OF THE  CENTERLINE OF COUNTY HIGHWAY A, 38
 DH5384'M WEST OF CENTERLINE OF A FIELD ENTRANCE, 1.5 M  NORTH  OF A WOOD
 DH5384'POST, AND 1.0 M SOUTHWEST, NORTHWEST, NORTHEAST OF THREE ORANGE 4X4
 DH5384'PLASTIC WITNESS POSTS. ---NOTE---THIS STATION HAS  NO VISIBLE
 DH5384'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5384
 DH5384                          STATION RECOVERY (2010)
 DH5384
 DH5384'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5184 ***********************************************************************
 DH5184  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5184  DESIGNATION -  12 164W
 DH5184  PID         -  DH5184
 DH5184  STATE/COUNTY-  WI/MONROE
 DH5184  COUNTRY     -  US
 DH5184  USGS QUAD   -  SPARTA (2018)
 DH5184
 DH5184                         *CURRENT SURVEY CONTROL
 DH5184  ______________________________________________________________________
 DH5184* NAD 83(2011) POSITION- 43 52 59.48853(N) 090 47 56.11629(W)   ADJUSTED
 DH5184* NAD 83(2011) ELLIP HT-   225.909 (meters)        (06/27/12)   ADJUSTED
 DH5184* NAD 83(2011) EPOCH   -  2010.00
 DH5184* NAVD 88 ORTHO HEIGHT -   259.06  (meters)      849.9   (feet) GPS OBS
 DH5184  ______________________________________________________________________
 DH5184  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5184  GEOID HEIGHT    -        -33.148 (meters)                     GEOID12A
 DH5184  GEOID HEIGHT    -        -33.146 (meters)                     GEOID18
 DH5184  NAD 83(2011) X  -    -64,204.199 (meters)                     COMP
 DH5184  NAD 83(2011) Y  - -4,604,197.821 (meters)                     COMP
 DH5184  NAD 83(2011) Z  -  4,398,902.897 (meters)                     COMP
 DH5184  LAPLACE CORR    -         -6.55  (seconds)                    DEFLEC18
 DH5184
 DH5184  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5184  Standards:
 DH5184         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5184            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5184  -------------------------------------------------------------------
 DH5184  NETWORK    0.20   0.31           0.09   0.07   0.16      0.05721903
 DH5184  -------------------------------------------------------------------
 DH5184  Click here for local accuracies and other accuracy information.
 DH5184
 DH5184.The horizontal coordinates were established by GPS observations
 DH5184.and adjusted by the National Geodetic Survey in June 2012.
 DH5184
 DH5184.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5184.been affixed to the stable North American tectonic plate. See 
 DH5184.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5184
 DH5184.The horizontal coordinates are valid at the epoch date displayed above
 DH5184.which is a decimal equivalence of Year/Month/Day.
 DH5184
 DH5184.The orthometric height was determined by GPS observations and a
 DH5184.high-resolution geoid model using precise GPS observation and
 DH5184.processing techniques.
 DH5184
 DH5184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5184.GEOID18 height accuracy estimate available here.
 DH5184
 DH5184.Click photographs - Photos may exist for this station.
 DH5184
 DH5184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5184
 DH5184.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5184
 DH5184.The ellipsoidal height was determined by GPS observations
 DH5184.and is referenced to NAD 83.
 DH5184
 DH5184. The following values were computed from the NAD 83(2011) position.
 DH5184
 DH5184;                    North         East     Units Scale Factor Converg.
 DH5184;SPC WI S     -   209,516.185   535,799.034   MT  0.99996789   -0 32 56.2
 DH5184;SPC WI S     -   687,387.68  1,757,867.33   sFT  0.99996789   -0 32 56.2
 DH5184;UTM  15      - 4,861,254.168   676,817.148   MT  0.99998455   +1 31 34.2
 DH5184
 DH5184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5184!SPC WI S     -   0.99996458  x   0.99996789  =   0.99993247
 DH5184!UTM  15      -   0.99996458  x   0.99998455  =   0.99994913
 DH5184
 DH5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7681761254(NAD 83)
 DH5184
 DH5184                          SUPERSEDED SURVEY CONTROL
 DH5184
 DH5184  NAD 83(2007)-  43 52 59.48855(N)    090 47 56.11708(W) AD(2002.00) 0
 DH5184  ELLIP H (02/10/07)  225.941  (m)                       GP(2002.00)    
 DH5184  NAD 83(1997)-  43 52 59.48851(N)    090 47 56.11755(W) AD(       ) 1
 DH5184  ELLIP H (08/01/05)  225.933  (m)                       GP(       ) 2 1
 DH5184  NAVD 88 (07/26/07)  259.06   (m)  GEOID03  model used  GPS OBS        
 DH5184
 DH5184.Superseded values are not recommended for survey control.
 DH5184
 DH5184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5184.See file dsdata.pdf to determine how the superseded data were derived.
 DH5184
 DH5184_MARKER: DD = SURVEY DISK
 DH5184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5184_STAMPING: 12-164 W 1996
 DH5184_MARK LOGO: WI-081
 DH5184_PROJECTION: FLUSH
 DH5184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5184+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2010
 DH5184
 DH5184  HISTORY     - Date     Condition        Report By
 DH5184  HISTORY     - 1996     MONUMENTED       WI-081
 DH5184  HISTORY     - 20030226 GOOD             WIDT
 DH5184  HISTORY     - 20100831 GOOD             WIDT
 DH5184
 DH5184                          STATION DESCRIPTION
 DH5184
 DH5184'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5184'OWNERSHIP--TOWNSHIP OF LEON.  TO REACH THE STATION FROM THE JUNCTION
 DH5184'OF STATE HIGHWAY  16 WITH STATE HIGHWAY 27 AT THE INTERSECTION OF
 DH5184'WISCONSIN AVENUE WITH BLACK RIVER  STREET IN THE CITY OF SPARTA, GO
 DH5184'SOUTH ON THE STATE HIGHWAY 27 (BLACK RIVER STREET) FOR  4.4 MI TO
 DH5184'JANCING AVENUE ON THE LEFT, TURN LEFT AND GO EAST ON JANCING AVENUE
 DH5184'FOR 1.8 MI  TO IDEAL ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON IDEAL
 DH5184'ROAD FOR 0.1 MI TO THE STATION  ON THE RIGHT.  THE STATION IS A BRONZE
 DH5184'MONROE COUNTY GEODETIC CONTROL MARK DISK SET IN  THE TOP OF A 45-CM
 DH5184'DIAMETER CONCRETE POST ABOUT 0.5 M ABOVE THE ROAD PAVEMENT.  THE
 DH5184'STATION IS 7.1 M EAST OF THE CENTERLINE OF IDEAL ROAD, 50.6 M
 DH5184'NORTH-NORTHEAST OF A POWER  POLE --9318EE21--, AND 1.0 M WEST,
 DH5184'NORTH-NORTHEAST, SOUTH-SOUTHEAST OF THREE ORANGE 4X4  PLASTIC WITNESS
 DH5184'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5184'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5184
 DH5184                          STATION RECOVERY (2010)
 DH5184
 DH5184'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5184'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 56.5 M SOUTH OF A
 DH5184'--RIGHT CURVE AHEAD-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5140 ***********************************************************************
 DK5140  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5140  DESIGNATION -  12 181W
 DK5140  PID         -  DK5140
 DK5140  STATE/COUNTY-  WI/MONROE
 DK5140  COUNTRY     -  US
 DK5140  USGS QUAD   -  WYEVILLE (2018)
 DK5140
 DK5140                         *CURRENT SURVEY CONTROL
 DK5140  ______________________________________________________________________
 DK5140* NAD 83(2011) POSITION- 44 02 50.28977(N) 090 26 41.78508(W)   ADJUSTED
 DK5140* NAD 83(2011) ELLIP HT-   255.008 (meters)        (06/27/12)   ADJUSTED
 DK5140* NAD 83(2011) EPOCH   -  2010.00
 DK5140* NAVD 88 ORTHO HEIGHT -   289.11  (meters)      948.5   (feet) GPS OBS
 DK5140  ______________________________________________________________________
 DK5140  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5140  GEOID HEIGHT    -        -34.106 (meters)                     GEOID12A
 DK5140  GEOID HEIGHT    -        -34.102 (meters)                     GEOID18
 DK5140  NAD 83(2011) X  -    -35,659.667 (meters)                     COMP
 DK5140  NAD 83(2011) Y  - -4,591,868.548 (meters)                     COMP
 DK5140  NAD 83(2011) Z  -  4,412,048.201 (meters)                     COMP
 DK5140  LAPLACE CORR    -         -6.57  (seconds)                    DEFLEC18
 DK5140
 DK5140  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5140  Standards:
 DK5140         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5140            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5140  -------------------------------------------------------------------
 DK5140  NETWORK    0.41   0.37           0.19   0.14   0.19      0.08300253
 DK5140  -------------------------------------------------------------------
 DK5140  Click here for local accuracies and other accuracy information.
 DK5140
 DK5140.The horizontal coordinates were established by GPS observations
 DK5140.and adjusted by the National Geodetic Survey in June 2012.
 DK5140
 DK5140.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5140.been affixed to the stable North American tectonic plate. See 
 DK5140.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5140
 DK5140.The horizontal coordinates are valid at the epoch date displayed above
 DK5140.which is a decimal equivalence of Year/Month/Day.
 DK5140
 DK5140.The orthometric height was determined by GPS observations and a
 DK5140.high-resolution geoid model using precise GPS observation and
 DK5140.processing techniques.
 DK5140
 DK5140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5140.GEOID18 height accuracy estimate available here.
 DK5140
 DK5140.Click photographs - Photos may exist for this station.
 DK5140
 DK5140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5140
 DK5140.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5140
 DK5140.The ellipsoidal height was determined by GPS observations
 DK5140.and is referenced to NAD 83.
 DK5140
 DK5140. The following values were computed from the NAD 83(2011) position.
 DK5140
 DK5140;                    North         East     Units Scale Factor Converg.
 DK5140;SPC WI S     -   227,538.107   564,341.705   MT  0.99999612   -0 18 20.6
 DK5140;SPC WI S     -   746,514.61  1,851,511.08   sFT  0.99999612   -0 18 20.6
 DK5140;UTM  15      - 4,880,300.860   704,689.175   MT  1.00011533   +1 46 37.3
 DK5140
 DK5140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5140!SPC WI S     -   0.99996002  x   0.99999612  =   0.99995614
 DK5140!UTM  15      -   0.99996002  x   1.00011533  =   1.00007534
 DK5140
 DK5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0468980300(NAD 83)
 DK5140
 DK5140                          SUPERSEDED SURVEY CONTROL
 DK5140
 DK5140  NAD 83(2007)-  44 02 50.28974(N)    090 26 41.78590(W) AD(2002.00) 1
 DK5140  ELLIP H (07/29/08)  255.042  (m)                       GP(2002.00) 3 1
 DK5140  NAVD 88 (07/29/08)  289.09   (m)  GEOID03  model used  GPS OBS        
 DK5140
 DK5140.Superseded values are not recommended for survey control.
 DK5140
 DK5140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5140.See file dsdata.pdf to determine how the superseded data were derived.
 DK5140
 DK5140_MARKER: DD = SURVEY DISK
 DK5140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5140_STAMPING: 12-181W 1997
 DK5140_MARK LOGO: WI-081
 DK5140_PROJECTION: FLUSH
 DK5140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5140+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 DK5140
 DK5140  HISTORY     - Date     Condition        Report By
 DK5140  HISTORY     - 1997     MONUMENTED       WI-081
 DK5140  HISTORY     - 20060926 GOOD             WIDT
 DK5140  HISTORY     - 20100920 GOOD             WIDT
 DK5140
 DK5140                          STATION DESCRIPTION
 DK5140
 DK5140'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5140'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH STATE
 DK5140'HIGHWAY 173 TO THE NORTH AND COUNTY HIGHWAY N TO THE SOUTH ABOUT 5 MI
 DK5140'(8.0 KM) EAST OF THE CITY OF TOMAH, GO WEST ON STATE HIGHWAY 21 FOR
 DK5140'1.7 MI (2.7 KM) TO ENTERPRISE ROAD ON THE RIGHT, TURN RIGHT AND GO
 DK5140'NORTH ON ENTERPRISE ROAD FOR 1.25 MI (2.0 KM) TO THE STATION ON THE
 DK5140'RIGHT.  THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL STATION
 DK5140'DISK SET IN THE TOP OF A 50-CM (20 INCH) DIAMETER CONCRETE POST,
 DK5140'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DK5140'THE STATION IS 10.0 M (32.8 FT) EAST OF THE CENTERLINE OF ENTERPRISE
 DK5140'ROAD, 0.05 MI (0.1 KM) SOUTH OF COUNTY HIGHWAY G, 43.9 M (144.0 FT)
 DK5140'SOUTH-SOUTHEAST OF WOOD POST FOR A --SPEED LIMIT 45 -- SIGN, 1.0 M
 DK5140'(3.3 FT) NORTH AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND
 DK5140'0.6 M (2.0 FT) WEST OF A BARBED-WIRE FENCE.  ---NOTE---THIS STATION
 DK5140'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5140'HORIZON.
 DK5140
 DK5140                          STATION RECOVERY (2010)
 DK5140
 DK5140'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5140'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M SOUTHWEST OF
 DK5140'A WOOD FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0296 ***********************************************************************
 PM0296  DESIGNATION -  12 A 1
 PM0296  PID         -  PM0296
 PM0296  STATE/COUNTY-  WI/MANITOWOC
 PM0296  COUNTRY     -  US
 PM0296  USGS QUAD   -  TWO RIVERS (2018)
 PM0296
 PM0296                         *CURRENT SURVEY CONTROL
 PM0296  ______________________________________________________________________
 PM0296* NAD 83(1986) POSITION- 44 08 48.3    (N) 087 34 00.1    (W)   HD_HELD2
 PM0296* NAVD 88 ORTHO HEIGHT -   182.223 (meters)      597.84  (feet) ADJUSTED
 PM0296  ______________________________________________________________________
 PM0296  GEOID HEIGHT    -        -36.263 (meters)                     GEOID18
 PM0296  DYNAMIC HEIGHT  -        182.195 (meters)      597.75  (feet) COMP
 PM0296  MODELED GRAVITY -    980,461.7   (mgal)                       NAVD 88
 PM0296
 PM0296  VERT ORDER      -  FIRST     CLASS I
 PM0296
 PM0296.The horizontal coordinates were established by autonomous hand held GPS
 PM0296.observations and have an estimated accuracy of +/- 10 meters.
 PM0296
 PM0296.The orthometric height was determined by differential leveling and
 PM0296.adjusted by the NATIONAL GEODETIC SURVEY
 PM0296.in June 1991.
 PM0296
 PM0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0296.GEOID18 height accuracy estimate available here.
 PM0296
 PM0296.Click photographs - Photos may exist for this station.
 PM0296
 PM0296.The dynamic height is computed by dividing the NAVD 88
 PM0296.geopotential number by the normal gravity value computed on the
 PM0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0296.degrees latitude (g = 980.6199 gals.).
 PM0296
 PM0296.The modeled gravity was interpolated from observed gravity values.
 PM0296
 PM0296;                    North         East    Units  Estimated Accuracy
 PM0296;SPC WI S     -   241,333.      794,660.      MT  (+/- 10 meters HH2 GPS)
 PM0296
 PM0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5467788328(NAD 83)
 PM0296
 PM0296                          SUPERSEDED SURVEY CONTROL
 PM0296
 PM0296.No superseded survey control is available for this station.
 PM0296
 PM0296_MARKER: DD = SURVEY DISK
 PM0296_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PM0296_SP_SET: SIDEWALK
 PM0296_STAMPING: HARBORLINE REF. PT. 12-A1 1939
 PM0296_MARK LOGO: USACE
 PM0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0296
 PM0296  HISTORY     - Date     Condition        Report By
 PM0296  HISTORY     - 1939     MONUMENTED       USACE
 PM0296  HISTORY     - 1975     GOOD             NOS
 PM0296  HISTORY     - 20021028 MARK NOT FOUND   USPSQD
 PM0296  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 PM0296
 PM0296                          STATION DESCRIPTION
 PM0296
 PM0296'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0296'IN TWO RIVERS.
 PM0296'IN TWO RIVERS, AT THE JUNCTION OF EAST RIVER ROAD AND JEFFERSON AND
 PM0296'15TH STREETS, 26.1 FEET NORTH OF THE CENTERLINE OF EAST RIVER ROAD,
 PM0296'20.9 FEET WEST OF THE CENTERLINE OF JEFFERSON STREET, 13.1 FEET
 PM0296'SOUTHEAST OF THE SOUTH CORNER OF THE DOOR STEP IN THE EAST FACE OF A
 PM0296'BRICK BUILDING OCCUPIED BY MALLEY PRINTING COMPANY, 12.7 FEET
 PM0296'NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 4.7 FEET NORTH OF
 PM0296'UTILITY POLE NUMBER 150, 2.5 FEET WEST OF THE WEST CURB OF JEFFERSON
 PM0296'STREET, FLUSH WITH GROUND, BEING THE HIGHEST POINT OF A CROSS AT THE
 PM0296'CENTER OF A BRONZE DISK SET INTO THE CONCRETE SIDEWALK.
 PM0296
 PM0296                          STATION RECOVERY (2002)
 PM0296
 PM0296'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0296'THE SIDEWALK WAS REPLACED IN 2001 AND THE BRONZE DISK WAS NOT RESET.
 PM0296
 PM0296                          STATION RECOVERY (2004)
 PM0296
 PM0296'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4944 ***********************************************************************
 DJ4944  DESIGNATION -  12 HALE E GPS
 DJ4944  PID         -  DJ4944
 DJ4944  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4944  COUNTRY     -  US
 DJ4944  USGS QUAD   -  PIGEON FALLS (2018)
 DJ4944
 DJ4944                         *CURRENT SURVEY CONTROL
 DJ4944  ______________________________________________________________________
 DJ4944* NAD 83(2011) POSITION- 44 28 13.56681(N) 091 12 50.49686(W)   ADJUSTED
 DJ4944* NAD 83(2011) ELLIP HT-   270.234 (meters)        (06/27/12)   ADJUSTED
 DJ4944* NAD 83(2011) EPOCH   -  2010.00
 DJ4944* NAVD 88 ORTHO HEIGHT -   301.757 (meters)      990.01  (feet) ADJUSTED
 DJ4944  ______________________________________________________________________
 DJ4944  GEOID HEIGHT    -        -31.517 (meters)                     GEOID18
 DJ4944  NAD 83(2011) X  -    -96,596.664 (meters)                     COMP
 DJ4944  NAD 83(2011) Y  - -4,558,179.748 (meters)                     COMP
 DJ4944  NAD 83(2011) Z  -  4,445,733.672 (meters)                     COMP
 DJ4944  LAPLACE CORR    -         -8.33  (seconds)                    DEFLEC18
 DJ4944  DYNAMIC HEIGHT  -        301.721 (meters)      989.90  (feet) COMP
 DJ4944  MODELED GRAVITY -    980,490.0   (mgal)                       NAVD 88
 DJ4944
 DJ4944  VERT ORDER      -  SECOND    CLASS I
 DJ4944
 DJ4944  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4944  Standards:
 DJ4944         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4944            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4944  -------------------------------------------------------------------
 DJ4944  NETWORK    0.36   0.35           0.16   0.13   0.18      0.07110993
 DJ4944  -------------------------------------------------------------------
 DJ4944  Click here for local accuracies and other accuracy information.
 DJ4944
 DJ4944.The horizontal coordinates were established by GPS observations
 DJ4944.and adjusted by the National Geodetic Survey in June 2012.
 DJ4944
 DJ4944.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4944.been affixed to the stable North American tectonic plate. See 
 DJ4944.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4944
 DJ4944.The horizontal coordinates are valid at the epoch date displayed above
 DJ4944.which is a decimal equivalence of Year/Month/Day.
 DJ4944
 DJ4944.The orthometric height was determined by differential leveling and
 DJ4944.adjusted by the WI DEPT OF TRANSP
 DJ4944.in May 2012.
 DJ4944
 DJ4944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4944.GEOID18 height accuracy estimate available here.
 DJ4944
 DJ4944.Click photographs - Photos may exist for this station.
 DJ4944
 DJ4944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4944
 DJ4944.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4944
 DJ4944.The ellipsoidal height was determined by GPS observations
 DJ4944.and is referenced to NAD 83.
 DJ4944
 DJ4944.The dynamic height is computed by dividing the NAVD 88
 DJ4944.geopotential number by the normal gravity value computed on the
 DJ4944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4944.degrees latitude (g = 980.6199 gals.).
 DJ4944
 DJ4944.The modeled gravity was interpolated from observed gravity values.
 DJ4944
 DJ4944. The following values were computed from the NAD 83(2011) position.
 DJ4944
 DJ4944;                    North         East     Units Scale Factor Converg.
 DJ4944;SPC WI C     -    71,515.544   503,407.112   MT  0.99996563   -0 51 23.7
 DJ4944;SPC WI C     -   234,630.58  1,651,594.83   sFT  0.99996563   -0 51 23.7
 DJ4944;UTM  15      - 4,925,676.441   642,053.035   MT  0.99984816   +1 15 04.9
 DJ4944
 DJ4944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4944!SPC WI C     -   0.99995763  x   0.99996563  =   0.99992326
 DJ4944!UTM  15      -   0.99995763  x   0.99984816  =   0.99980580
 DJ4944
 DJ4944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4205325676(NAD 83)
 DJ4944
 DJ4944                          SUPERSEDED SURVEY CONTROL
 DJ4944
 DJ4944  NAD 83(2007)-  44 28 13.56697(N)    091 12 50.49777(W) AD(2002.00) 1
 DJ4944  ELLIP H (07/29/08)  270.263  (m)                       GP(2002.00) 3 1
 DJ4944  NAVD 88             301.75   (m)          990.0    (f) LEVELING    3  
 DJ4944  NAVD 88 (07/08/08)  301.745  (m)          989.98   (f) SUPERSEDED  2 1
 DJ4944
 DJ4944.Superseded values are not recommended for survey control.
 DJ4944
 DJ4944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4944.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4944
 DJ4944_MARKER: DD = SURVEY DISK
 DJ4944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4944_STAMPING: 12 HALE E GPS 1995
 DJ4944_MARK LOGO: WI-121
 DJ4944_PROJECTION: FLUSH
 DJ4944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4944+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 DJ4944
 DJ4944  HISTORY     - Date     Condition        Report By
 DJ4944  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4944  HISTORY     - 20061031 GOOD             WIDT
 DJ4944  HISTORY     - 20111018 GOOD             WIDT
 DJ4944
 DJ4944                          STATION DESCRIPTION
 DJ4944
 DJ4944'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4944'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DJ4944'HIGHWAY 121 (MAIN STREET) IN THE VILLAGE OF PIGEON FALLS, GO NORTHERLY
 DJ4944'ON US HIGHWAY 53 FOR 3.2 MI (5.1 KM) TO HUSKELHUS ROAD ON THE RIGHT,
 DJ4944'CONTINUE NORTHEAST ON US HIGHWAY 53 FOR 0.1 MI (0.2 KM) TO THE STATION
 DJ4944'ON THE LEFT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC
 DJ4944'CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER
 DJ4944'CONCRETE POST, LOCATED WITH THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE
 DJ4944'THE HIGHWAY PAVEMENT.  THE STATION IS 13.4 M (44.0 FT) NORTHWEST OF
 DJ4944'THE CENTERLINE OF US HIGHWAY 53, 22.6 M (74.1 FT) WEST OF A WOOD POST
 DJ4944'FOR A --NO PASSING ZONE-- SIGN, 20 M (65.6 FT) NORTHEAST OF A FIELD
 DJ4944'ENTRANCE, 5 M (16.4 FT) SOUTHEAST OF AN AGRICULTURAL FIELD, AND 1.0 M
 DJ4944'(3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DJ4944'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4944'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4944
 DJ4944                          STATION RECOVERY (2011)
 DJ4944
 DJ4944'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4944'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0058 ***********************************************************************
 NJ0058  DESIGNATION -  1201
 NJ0058  PID         -  NJ0058
 NJ0058  STATE/COUNTY-  WI/IOWA
 NJ0058  COUNTRY     -  US
 NJ0058  USGS QUAD   -  MONTFORT (2018)
 NJ0058
 NJ0058                         *CURRENT SURVEY CONTROL
 NJ0058  ______________________________________________________________________
 NJ0058* NAD 83(1986) POSITION- 42 57 58.     (N) 090 23 56.     (W)   SCALED
 NJ0058* NAVD 88 ORTHO HEIGHT -   366.529 (meters)     1202.52  (feet) ADJUSTED
 NJ0058  ______________________________________________________________________
 NJ0058  GEOID HEIGHT    -        -33.308 (meters)                     GEOID18
 NJ0058  DYNAMIC HEIGHT  -        366.418 (meters)     1202.16  (feet) COMP
 NJ0058  MODELED GRAVITY -    980,306.8   (mgal)                       NAVD 88
 NJ0058
 NJ0058  VERT ORDER      -  FIRST     CLASS II
 NJ0058
 NJ0058.The horizontal coordinates were scaled from a map and have
 NJ0058.an estimated accuracy of +/- 6 seconds.
 NJ0058
 NJ0058.The orthometric height was determined by differential leveling and
 NJ0058.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0058.in June 1991.
 NJ0058
 NJ0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0058.GEOID18 height accuracy estimate available here.
 NJ0058
 NJ0058.Click photographs - Photos may exist for this station.
 NJ0058
 NJ0058.The dynamic height is computed by dividing the NAVD 88
 NJ0058.geopotential number by the normal gravity value computed on the
 NJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0058.degrees latitude (g = 980.6199 gals.).
 NJ0058
 NJ0058.The modeled gravity was interpolated from observed gravity values.
 NJ0058
 NJ0058;                    North         East    Units  Estimated Accuracy
 NJ0058;SPC WI S     -   107,400.      567,460.      MT  (+/- 180 meters Scaled)
 NJ0058
 NJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH121603(NAD 83)
 NJ0058
 NJ0058                          SUPERSEDED SURVEY CONTROL
 NJ0058
 NJ0058  NGVD 29 (??/??/92)  366.612  (m)         1202.79   (f) ADJ UNCH    1 2
 NJ0058
 NJ0058.Superseded values are not recommended for survey control.
 NJ0058
 NJ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0058.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0058
 NJ0058_MARKER: P = PIPE CAP
 NJ0058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0058_STAMPING: 1201 DUBQ
 NJ0058_MARK LOGO: USGS
 NJ0058_MAGNETIC: P = MARKER IS A STEEL PIPE
 NJ0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0058
 NJ0058  HISTORY     - Date     Condition        Report By
 NJ0058  HISTORY     - 1900     MONUMENTED       USGS
 NJ0058  HISTORY     - 1934     GOOD             CGS
 NJ0058
 NJ0058                          STATION DESCRIPTION
 NJ0058
 NJ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0058'0.8 MI E FROM MONTFORT JUNCTION.
 NJ0058'3/4 MILE EAST OF MONTFORT JUNCTION, IOWA COUNTY, NEAR THE CENTER
 NJ0058'OF SEC. 29, T. 6 N. R. I E., AND AT THE NORTHWEST CORNER OF A
 NJ0058'SCHOOLHOUSE YARD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NJ0058'CAP, STAMPED 1201 DUBQ AND RIVETED ON THE TOP OF A 3-1/2 INCH
 NJ0058'IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9566 ***********************************************************************
 AG9566  DESIGNATION -  121 DICKSY GPS
 AG9566  PID         -  AG9566
 AG9566  STATE/COUNTY-  WI/SAWYER
 AG9566  COUNTRY     -  US
 AG9566  USGS QUAD   -  SEELEY (2019)
 AG9566
 AG9566                         *CURRENT SURVEY CONTROL
 AG9566  ______________________________________________________________________
 AG9566* NAD 83(2011) POSITION- 46 04 16.16893(N) 091 18 06.74233(W)   ADJUSTED
 AG9566* NAD 83(2011) ELLIP HT-   399.343 (meters)        (06/27/12)   ADJUSTED
 AG9566* NAD 83(2011) EPOCH   -  2010.00
 AG9566* NAVD 88 ORTHO HEIGHT -   428.436 (meters)     1405.63  (feet) ADJUSTED
 AG9566  ______________________________________________________________________
 AG9566  GEOID HEIGHT    -        -29.069 (meters)                     GEOID18
 AG9566  NAD 83(2011) X  -   -100,715.641 (meters)                     COMP
 AG9566  NAD 83(2011) Y  - -4,431,759.951 (meters)                     COMP
 AG9566  NAD 83(2011) Z  -  4,571,025.916 (meters)                     COMP
 AG9566  LAPLACE CORR    -         -7.94  (seconds)                    DEFLEC18
 AG9566  DYNAMIC HEIGHT  -        428.438 (meters)     1405.63  (feet) COMP
 AG9566  MODELED GRAVITY -    980,606.9   (mgal)                       NAVD 88
 AG9566
 AG9566  VERT ORDER      -  SECOND    CLASS I
 AG9566
 AG9566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9566  Standards:
 AG9566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9566  -------------------------------------------------------------------
 AG9566  NETWORK    0.49   1.02           0.23   0.16   0.52      0.00300608
 AG9566  -------------------------------------------------------------------
 AG9566  Click here for local accuracies and other accuracy information.
 AG9566
 AG9566.The horizontal coordinates were established by GPS observations
 AG9566.and adjusted by the National Geodetic Survey in June 2012.
 AG9566
 AG9566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9566.been affixed to the stable North American tectonic plate. See 
 AG9566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9566
 AG9566.The horizontal coordinates are valid at the epoch date displayed above
 AG9566.which is a decimal equivalence of Year/Month/Day.
 AG9566
 AG9566.The orthometric height was determined by differential leveling and
 AG9566.adjusted by the WI DEPT OF TRANSP
 AG9566.in May 2012.
 AG9566
 AG9566.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9566.GEOID18 height accuracy estimate available here.
 AG9566
 AG9566.Click photographs - Photos may exist for this station.
 AG9566
 AG9566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9566
 AG9566.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9566
 AG9566.The ellipsoidal height was determined by GPS observations
 AG9566.and is referenced to NAD 83.
 AG9566
 AG9566.The dynamic height is computed by dividing the NAVD 88
 AG9566.geopotential number by the normal gravity value computed on the
 AG9566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9566.degrees latitude (g = 980.6199 gals.).
 AG9566
 AG9566.The modeled gravity was interpolated from observed gravity values.
 AG9566
 AG9566. The following values were computed from the NAD 83(2011) position.
 AG9566
 AG9566;                    North         East     Units Scale Factor Converg.
 AG9566;SPC WI N     -   101,354.161   499,291.859   MT  0.99994676   -0 56 20.9
 AG9566;SPC WI N     -   332,526.11  1,638,093.37   sFT  0.99994676   -0 56 20.9
 AG9566;UTM  15      - 5,103,355.427   631,320.563   MT  0.99981200   +1 13 23.4
 AG9566
 AG9566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9566!SPC WI N     -   0.99993740  x   0.99994676  =   0.99988416
 AG9566!UTM  15      -   0.99993740  x   0.99981200  =   0.99974941
 AG9566
 AG9566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3132003355(NAD 83)
 AG9566
 AG9566                          SUPERSEDED SURVEY CONTROL
 AG9566
 AG9566  NAD 83(2007)-  46 04 16.16902(N)    091 18 06.74305(W) AD(2002.00) 0
 AG9566  ELLIP H (02/10/07)  399.375  (m)                       GP(2002.00)    
 AG9566  NAD 83(1997)-  46 04 16.16906(N)    091 18 06.74364(W) AD(       ) 1
 AG9566  ELLIP H (12/26/02)  399.397  (m)                       GP(       ) 3 2
 AG9566  NAD 83(1991)-  46 04 16.16880(N)    091 18 06.74288(W) AD(       ) 1
 AG9566  ELLIP H (04/30/98)  399.386  (m)                       GP(       ) 3 2
 AG9566  NAVD 88             428.44   (m)         1405.6    (f) LEVELING    3  
 AG9566  NAVD 88 (04/30/98)  428.4    (m)  GEOID96  model used  GPS OBS        
 AG9566
 AG9566.Superseded values are not recommended for survey control.
 AG9566
 AG9566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9566.See file dsdata.pdf to determine how the superseded data were derived.
 AG9566
 AG9566_MARKER: DD = SURVEY DISK
 AG9566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9566_STAMPING: 121 DICKSY GPS 1995
 AG9566_MARK LOGO: WI-113
 AG9566_PROJECTION: FLUSH
 AG9566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9566+STABILITY: SURFACE MOTION
 AG9566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9566+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 AG9566
 AG9566  HISTORY     - Date     Condition        Report By
 AG9566  HISTORY     - 1995     MONUMENTED       WI-113
 AG9566  HISTORY     - 20100512 GOOD             WIDT
 AG9566
 AG9566                          STATION DESCRIPTION
 AG9566
 AG9566'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9566'STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHEAST OF HAYWARD, IN THE
 AG9566'SE1/4-SE1/4, SECTION 36, T42N, R8W.  TO REACH STATION FROM HAYWARD, AT
 AG9566'THE JUNCTION OF U.S.H.  63 AND S.T.H.  77.  GO EAST ON S.T.H.  77,
 AG9566'10.5 MI (16.9 KM) TO THE STATION.  STATION IS LOCATED 0.25 MI (0.40
 AG9566'KM) WEST OF THE JUNCTION OF S.T.H.  77 AND LUNGER ROAD, 74.3 FT (22.6
 AG9566'M) NORTH OF CENTERLINE OF S.T.H.  77, 94.1 FT (28.7 M) EAST OF
 AG9566'DRIVEWAY RUNNING NORTH AND 65.6 FT (20.0 M) SOUTHWEST OF A POWERPOLE.
 AG9566'STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9566'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9566
 AG9566                          STATION RECOVERY (2010)
 AG9566
 AG9566'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9566'RECOVERED IN GOOD CONDITION.
 AG9566'
 AG9566'NOTE-MARK IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 AG9566'SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9590 ***********************************************************************
 AG9590  DESIGNATION -  122 LOG CREEK GPS
 AG9590  PID         -  AG9590
 AG9590  STATE/COUNTY-  WI/SAWYER
 AG9590  COUNTRY     -  US
 AG9590  USGS QUAD   -  KENNEDY (2018)
 AG9590
 AG9590                         *CURRENT SURVEY CONTROL
 AG9590  ______________________________________________________________________
 AG9590* NAD 83(2011) POSITION- 45 52 59.64126(N) 090 44 19.75668(W)   ADJUSTED
 AG9590* NAD 83(2011) ELLIP HT-   424.416 (meters)        (06/27/12)   ADJUSTED
 AG9590* NAD 83(2011) EPOCH   -  2010.00
 AG9590* NAVD 88 ORTHO HEIGHT -   454.726 (meters)     1491.88  (feet) ADJUSTED
 AG9590  ______________________________________________________________________
 AG9590  GEOID HEIGHT    -        -30.302 (meters)                     GEOID18
 AG9590  NAD 83(2011) X  -    -57,354.024 (meters)                     COMP
 AG9590  NAD 83(2011) Y  - -4,447,572.588 (meters)                     COMP
 AG9590  NAD 83(2011) Z  -  4,556,527.041 (meters)                     COMP
 AG9590  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 AG9590  DYNAMIC HEIGHT  -        454.713 (meters)     1491.84  (feet) COMP
 AG9590  MODELED GRAVITY -    980,573.3   (mgal)                       NAVD 88
 AG9590
 AG9590  VERT ORDER      -  SECOND    CLASS I
 AG9590
 AG9590  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9590  Standards:
 AG9590         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9590            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9590  -------------------------------------------------------------------
 AG9590  NETWORK    0.76   1.74           0.34   0.27   0.89      0.01423438
 AG9590  -------------------------------------------------------------------
 AG9590  Click here for local accuracies and other accuracy information.
 AG9590
 AG9590.The horizontal coordinates were established by GPS observations
 AG9590.and adjusted by the National Geodetic Survey in June 2012.
 AG9590
 AG9590.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9590.been affixed to the stable North American tectonic plate. See 
 AG9590.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9590
 AG9590.The horizontal coordinates are valid at the epoch date displayed above
 AG9590.which is a decimal equivalence of Year/Month/Day.
 AG9590
 AG9590.The orthometric height was determined by differential leveling and
 AG9590.adjusted by the WI DEPT OF TRANSP
 AG9590.in May 2012.
 AG9590
 AG9590.No vertical observational check was made to the station.
 AG9590
 AG9590.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9590.GEOID18 height accuracy estimate available here.
 AG9590
 AG9590.Click photographs - Photos may exist for this station.
 AG9590
 AG9590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9590
 AG9590.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9590
 AG9590.The ellipsoidal height was determined by GPS observations
 AG9590.and is referenced to NAD 83.
 AG9590
 AG9590.The dynamic height is computed by dividing the NAVD 88
 AG9590.geopotential number by the normal gravity value computed on the
 AG9590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9590.degrees latitude (g = 980.6199 gals.).
 AG9590
 AG9590.The modeled gravity was interpolated from observed gravity values.
 AG9590
 AG9590. The following values were computed from the NAD 83(2011) position.
 AG9590
 AG9590;                    North         East     Units Scale Factor Converg.
 AG9590;SPC WI N     -    79,908.582   542,651.454   MT  0.99995761   -0 31 58.7
 AG9590;SPC WI N     -   262,166.74  1,780,348.98   sFT  0.99995761   -0 31 58.7
 AG9590;UTM  15      - 5,083,560.292   675,454.892   MT  0.99997847   +1 37 25.5
 AG9590
 AG9590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9590!SPC WI N     -   0.99993347  x   0.99995761  =   0.99989108
 AG9590!UTM  15      -   0.99993347  x   0.99997847  =   0.99991194
 AG9590
 AG9590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7545483560(NAD 83)
 AG9590
 AG9590                          SUPERSEDED SURVEY CONTROL
 AG9590
 AG9590  NAD 83(2007)-  45 52 59.64136(N)    090 44 19.75738(W) AD(2002.00) 0
 AG9590  ELLIP H (02/10/07)  424.446  (m)                       GP(2002.00)    
 AG9590  NAD 83(1997)-  45 52 59.64147(N)    090 44 19.75799(W) AD(       ) 1
 AG9590  ELLIP H (12/26/02)  424.463  (m)                       GP(       ) 3 2
 AG9590  NAD 83(1991)-  45 52 59.64113(N)    090 44 19.75692(W) AD(       ) 1
 AG9590  ELLIP H (04/30/98)  424.473  (m)                       GP(       ) 3 2
 AG9590  NAVD 88             454.73   (m)         1491.9    (f) LEVELING    3  
 AG9590  NAVD 88 (04/30/98)  454.7    (m)  GEOID96  model used  GPS OBS        
 AG9590
 AG9590.Superseded values are not recommended for survey control.
 AG9590
 AG9590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9590.See file dsdata.pdf to determine how the superseded data were derived.
 AG9590
 AG9590_MARKER: DD = SURVEY DISK
 AG9590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9590_STAMPING: 122 LOG CREEK GPS 1995
 AG9590_MARK LOGO: WI-113
 AG9590_PROJECTION: FLUSH
 AG9590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9590+STABILITY: SURFACE MOTION
 AG9590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9590+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2010
 AG9590
 AG9590  HISTORY     - Date     Condition        Report By
 AG9590  HISTORY     - 1995     MONUMENTED       WI-113
 AG9590  HISTORY     - 20080920 GOOD             WIDT
 AG9590  HISTORY     - 20100723 GOOD             WIDT
 AG9590
 AG9590                          STATION DESCRIPTION
 AG9590
 AG9590'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9590'STATION IS LOCATED ABOUT 37 MI (59.5 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9590'NE1/4-NE1/4, SECTION 9, T39N, R3W.  TO REACH STATION FROM THE JUNCTION
 AG9590'OF S.T.H.  70 AND C.T.H.  GG, IN LORETTA, WHICH IS 36.1 MI (58.1 KM)
 AG9590'SOUTHEAST OF HAYWARD, VIA C.T.H.  B AND S.T.H.  70.  GO EAST ON S.T.H.
 AG9590'70, 5.6 MI (9.0 KM) TO STATION.  STATION IS LOCATED AT THE JUNCTION OF
 AG9590'S.T.H.  70 AND C.T.H.  EE, 33.8 FT (10.3 M) NORTH OF CENTERLINE OF
 AG9590'S.T.H.  70, 1.9 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST AND 3.0
 AG9590'FT (0.9 M) EAST OF A CARSONITE WITNESS POST. STATION MARK IS A BRASS
 AG9590'CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY
 AG9590'6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9590
 AG9590                          STATION RECOVERY (2008)
 AG9590
 AG9590'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9590'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AG9590'OF STATE HIGHWAY 70 WITH COUNTY HIGHWAY EE APPROXIMATELY 5 MILES EAST
 AG9590'OF THE COMMUNITY OF LORETTA, GO EAST ON STATE HIGHWAY 70 FOR 90 M TO
 AG9590'THE STATION ON THE LEFT.
 AG9590'THE STATION IS 10.3 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 70,
 AG9590'69.5 M SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY EE, 46.5 M WEST
 AG9590'OF A --PARK FALLS RIGHT-- WOOD SIGN POST, 35.5 M WEST OF THE EXTENDED
 AG9590'CENTERLINE OF AN UNNAMED PAVED ROAD SOUTH, 22.5 M EAST-SOUTHEAST OF A
 AG9590'POWER POLE WITH 2 GUY WIRES AND WIRES CROSSING OVER THE HIGHWAY,
 AG9590'AND 1.0 M NORTH, 1.0 M SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE ORANGE
 AG9590'4X4 PLASTIC GUARD POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 AG9590'OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES
 AG9590'IN THE SOUTH QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 AG9590
 AG9590                          STATION RECOVERY (2010)
 AG9590
 AG9590'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9590'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9588 ***********************************************************************
 AG9588  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9588  DESIGNATION -  123 CASEY CREEK GPS
 AG9588  PID         -  AG9588
 AG9588  STATE/COUNTY-  WI/SAWYER
 AG9588  COUNTRY     -  US
 AG9588  USGS QUAD   -  BABBS ISLAND (2018)
 AG9588
 AG9588                         *CURRENT SURVEY CONTROL
 AG9588  ______________________________________________________________________
 AG9588* NAD 83(2011) POSITION- 45 50 51.68921(N) 090 51 38.01063(W)   ADJUSTED
 AG9588* NAD 83(2011) ELLIP HT-   413.694 (meters)        (04/15/13)   ADJUSTED
 AG9588* NAD 83(2011) EPOCH   -  2010.00
 AG9588* NAVD 88 ORTHO HEIGHT -   443.87  (meters)     1456.3   (feet) GPS OBS
 AG9588  ______________________________________________________________________
 AG9588  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9588  GEOID HEIGHT    -        -30.176 (meters)                     GEOID12A
 AG9588  GEOID HEIGHT    -        -30.186 (meters)                     GEOID18
 AG9588  NAD 83(2011) X  -    -66,846.186 (meters)                     COMP
 AG9588  NAD 83(2011) Y  - -4,450,268.370 (meters)                     COMP
 AG9588  NAD 83(2011) Z  -  4,553,768.270 (meters)                     COMP
 AG9588  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 AG9588
 AG9588  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9588  Standards:
 AG9588         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9588            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9588  -------------------------------------------------------------------
 AG9588  NETWORK    0.58   1.08           0.26   0.21   0.55     -0.07400957
 AG9588  -------------------------------------------------------------------
 AG9588  Click here for local accuracies and other accuracy information.
 AG9588
 AG9588.The horizontal coordinates were established by GPS observations
 AG9588.and adjusted by the National Geodetic Survey in April 2013.
 AG9588
 AG9588.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9588.been affixed to the stable North American tectonic plate. See 
 AG9588.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9588
 AG9588.The horizontal coordinates are valid at the epoch date displayed above
 AG9588.which is a decimal equivalence of Year/Month/Day.
 AG9588
 AG9588.The orthometric height was determined by GPS observations and a
 AG9588.high-resolution geoid model using precise GPS observation and
 AG9588.processing techniques.
 AG9588
 AG9588.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9588.GEOID18 height accuracy estimate available here.
 AG9588
 AG9588.Click photographs - Photos may exist for this station.
 AG9588
 AG9588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9588
 AG9588.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9588
 AG9588.The ellipsoidal height was determined by GPS observations
 AG9588.and is referenced to NAD 83.
 AG9588
 AG9588. The following values were computed from the NAD 83(2011) position.
 AG9588
 AG9588;                    North         East     Units Scale Factor Converg.
 AG9588;SPC WI N     -    76,053.642   533,159.553   MT  0.99996087   -0 37 14.8
 AG9588;SPC WI N     -   249,519.32  1,749,207.63   sFT  0.99996087   -0 37 14.8
 AG9588;UTM  15      - 5,079,350.923   666,114.771   MT  0.99993925   +1 32 07.4
 AG9588
 AG9588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9588!SPC WI N     -   0.99993515  x   0.99996087  =   0.99989602
 AG9588!UTM  15      -   0.99993515  x   0.99993925  =   0.99987440
 AG9588
 AG9588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6611479350(NAD 83)
 AG9588
 AG9588                          SUPERSEDED SURVEY CONTROL
 AG9588
 AG9588  NAD 83(2011)-  45 50 51.68871(N)    090 51 38.00986(W) AD(2010.00) 0
 AG9588  ELLIP H (06/27/12)  413.627  (m)                       GP(2010.00)    
 AG9588  NAD 83(2007)-  45 50 51.68930(N)    090 51 38.01131(W) AD(2002.00) 1
 AG9588  ELLIP H (04/06/12)  413.723  (m)                       GP(2002.00) 1 1
 AG9588  NAD 83(2007)-  45 50 51.68880(N)    090 51 38.01057(W) AD(2002.00) 0
 AG9588  ELLIP H (02/10/07)  413.659  (m)                       GP(2002.00)    
 AG9588  NAD 83(1997)-  45 50 51.68890(N)    090 51 38.01131(W) AD(       ) 1
 AG9588  ELLIP H (12/26/02)  413.687  (m)                       GP(       ) 3 2
 AG9588  NAD 83(1991)-  45 50 51.68851(N)    090 51 38.01026(W) AD(       ) 1
 AG9588  ELLIP H (04/30/98)  413.703  (m)                       GP(       ) 3 2
 AG9588  NAVD 88 (04/30/98)  443.8    (m)  GEOID96  model used  GPS OBS        
 AG9588
 AG9588.Superseded values are not recommended for survey control.
 AG9588
 AG9588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9588.See file dsdata.pdf to determine how the superseded data were derived.
 AG9588
 AG9588_MARKER: DD = SURVEY DISK
 AG9588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9588_STAMPING: 123 CASEY CREEK GPS 1995
 AG9588_MARK LOGO: WI-113
 AG9588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9588+STABILITY: SURFACE MOTION
 AG9588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9588+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 AG9588
 AG9588  HISTORY     - Date     Condition        Report By
 AG9588  HISTORY     - 1995     MONUMENTED       WI-113
 AG9588  HISTORY     - 20100519 GOOD             WIDT
 AG9588
 AG9588                          STATION DESCRIPTION
 AG9588
 AG9588'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9588'STATION IS LOCATED ABOUT 36 MI (57.9 KM) EAST OF HAYWARD, IN THE
 AG9588'NW1/4, SECTION 22, T39N, R4W.  TO REACH STATION FROM THE JUNCTION OF
 AG9588'S.T.H.  70, C.T.H.  GG AND EASTERHOUSE ROAD, IN LORETTA, WHICH IS 36.1
 AG9588'MI (58.1 KM) EAST OF HAYWARD, VIA C.T.H.  B AND S.T.H.  70.  GO SOUTH
 AG9588'ON EASTERHOUSE ROAD, 1.0 MI (1.6 KM) TO THE JUNCTION WITH A
 AG9588'CONSOLIDATED LUMBER CO ROAD, TURN RIGHT ON CONSOLIDATED LUMBER CO
 AG9588'ROAD, GO 1.7 MI (2.7 KM) ROAD FORKS TO THE RIGHT, STAY LEFT, AT 2.0 MI
 AG9588'(3.2 KM) ROAD FORKS TO THE RIGHT, STAY LEFT, AT 2.4 MI (3.9 KM) IS
 AG9588'STATION.  STATION IS LOCATED 44.0 FT (13.4 M) EAST OF CENTERLINE OF
 AG9588'CONSOLIDATED LUMBER CO ROAD, 2.7 FT (0.8 M) SOUTHWEST OF A CARSONITE
 AG9588'WITNESS POST AND 2.8 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 AG9588'STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9588'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9588'KEY MAY BE NEEDED SEE COUNTY REP.
 AG9588
 AG9588                          STATION RECOVERY (2010)
 AG9588
 AG9588'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9588'-NOTE-MARK IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 AG9588'SURROUNDING THE STATION.  RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9982 ***********************************************************************
 AF9982  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9982  DESIGNATION -  124 PERCH LAKE GPS
 AF9982  PID         -  AF9982
 AF9982  STATE/COUNTY-  WI/SAWYER
 AF9982  COUNTRY     -  US
 AF9982  USGS QUAD   -  BLAISDELL LAKE (2018)
 AF9982
 AF9982                         *CURRENT SURVEY CONTROL
 AF9982  ______________________________________________________________________
 AF9982* NAD 83(2011) POSITION- 45 54 50.83000(N) 090 58 01.85734(W)   ADJUSTED
 AF9982* NAD 83(2011) ELLIP HT-   394.635 (meters)        (06/27/12)   ADJUSTED
 AF9982* NAD 83(2011) EPOCH   -  2010.00
 AF9982* NAVD 88 ORTHO HEIGHT -   424.57  (meters)     1392.9   (feet) GPS OBS
 AF9982  ______________________________________________________________________
 AF9982  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AF9982  GEOID HEIGHT    -        -29.921 (meters)                     GEOID12A
 AF9982  GEOID HEIGHT    -        -29.930 (meters)                     GEOID18
 AF9982  NAD 83(2011) X  -    -75,038.053 (meters)                     COMP
 AF9982  NAD 83(2011) Y  - -4,444,822.916 (meters)                     COMP
 AF9982  NAD 83(2011) Z  -  4,558,894.886 (meters)                     COMP
 AF9982  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 AF9982
 AF9982  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9982  Standards:
 AF9982         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9982            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9982  -------------------------------------------------------------------
 AF9982  NETWORK    0.40   0.96           0.18   0.14   0.49     -0.00837472
 AF9982  -------------------------------------------------------------------
 AF9982  Click here for local accuracies and other accuracy information.
 AF9982
 AF9982.The horizontal coordinates were established by GPS observations
 AF9982.and adjusted by the National Geodetic Survey in June 2012.
 AF9982
 AF9982.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9982.been affixed to the stable North American tectonic plate. See 
 AF9982.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9982
 AF9982.The horizontal coordinates are valid at the epoch date displayed above
 AF9982.which is a decimal equivalence of Year/Month/Day.
 AF9982
 AF9982.The orthometric height was determined by GPS observations and a
 AF9982.high-resolution geoid model using precise GPS observation and
 AF9982.processing techniques.
 AF9982
 AF9982.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9982.GEOID18 height accuracy estimate available here.
 AF9982
 AF9982.Click photographs - Photos may exist for this station.
 AF9982
 AF9982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9982
 AF9982.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9982
 AF9982.The ellipsoidal height was determined by GPS observations
 AF9982.and is referenced to NAD 83.
 AF9982
 AF9982. The following values were computed from the NAD 83(2011) position.
 AF9982
 AF9982;                    North         East     Units Scale Factor Converg.
 AF9982;SPC WI N     -    83,531.475   524,968.242   MT  0.99995510   -0 41 51.7
 AF9982;SPC WI N     -   274,052.85  1,722,333.31   sFT  0.99995510   -0 41 51.7
 AF9982;UTM  15      - 5,086,514.873   657,648.094   MT  0.99990554   +1 27 37.7
 AF9982
 AF9982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9982!SPC WI N     -   0.99993814  x   0.99995510  =   0.99989324
 AF9982!UTM  15      -   0.99993814  x   0.99990554  =   0.99984368
 AF9982
 AF9982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5764886514(NAD 83)
 AF9982
 AF9982                          SUPERSEDED SURVEY CONTROL
 AF9982
 AF9982  NAD 83(2007)-  45 54 50.83009(N)    090 58 01.85805(W) AD(2002.00) 0
 AF9982  ELLIP H (02/10/07)  394.665  (m)                       GP(2002.00)    
 AF9982  NAD 83(1997)-  45 54 50.83016(N)    090 58 01.85866(W) AD(       ) 1
 AF9982  ELLIP H (12/26/02)  394.683  (m)                       GP(       ) 3 2
 AF9982  NAD 83(1991)-  45 54 50.82987(N)    090 58 01.85766(W) AD(       ) 1
 AF9982  ELLIP H (04/30/98)  394.688  (m)                       GP(       ) 3 2
 AF9982  NAVD 88 (04/30/98)  424.5    (m)  GEOID96  model used  GPS OBS        
 AF9982
 AF9982.Superseded values are not recommended for survey control.
 AF9982
 AF9982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9982.See file dsdata.pdf to determine how the superseded data were derived.
 AF9982
 AF9982_MARKER: DD = SURVEY DISK
 AF9982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9982_STAMPING: 124 PERCH LAKE GPS 1995
 AF9982_MARK LOGO: WI-113
 AF9982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9982+STABILITY: SURFACE MOTION
 AF9982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9982+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 AF9982
 AF9982  HISTORY     - Date     Condition        Report By
 AF9982  HISTORY     - 1995     MONUMENTED       WI-113
 AF9982  HISTORY     - 20100526 GOOD             WIDT
 AF9982
 AF9982                          STATION DESCRIPTION
 AF9982
 AF9982'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9982'STATION IS LOCATED ABOUT 25 MI (40.2 KM) SOUTHEAST OF HAYWARD, IN THE
 AF9982'SW1/4-SW1/4, SECTION 26, T40N, R5W.  TO REACH STATION FROM THE
 AF9982'JUNCTION OF C.T.H.  B AND C.T.H.  W, WHICH IS 26.7 MI (43.0 KM) EAST
 AF9982'OF HAYWARD, VIA C.T.H.  B.  GO EAST ON C.T.H.  B, 3.6 MI (5.8 KM) TO
 AF9982'THE JUNCTION WITH FISHTRAP LAKE ROAD, TURN LEFT AND NORTH ON FISHTRAP
 AF9982'LAKE ROAD, GO 1.6 MI (2.6 KM) TO STATION.  STATION IS LOCATED 25.7 FT
 AF9982'(7.8 M) EAST OF CENTERLINE OF FISHTRAP LAKE ROAD, 2.0 FT (0.6 M) NORTH
 AF9982'OF A CARSONITE WITNESS POST AND 2.2 FT (0.7 M) EAST OF A CARSONITE
 AF9982'WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA,
 AF9982'SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN
 AF9982'GROUND.
 AF9982
 AF9982                          STATION RECOVERY (2010)
 AF9982
 AF9982'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9982'--ADDITIONAL TIES TO THE STATION THE STATION IS 7.8 M (25.6 FT) EAST
 AF9982'OF THE CENTERLINE OF FISHTRAP LAKE ROAD, 45 M (147.6 FT) SOUTH OF THE
 AF9982'EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER -N7771-, 14.25 M (46.8
 AF9982'FT) EAST OF A 'PEDESTRIAN AHEAD' METAL SIGN POST AND IS 1 M (3.3 FT)
 AF9982'FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9591 ***********************************************************************
 AG9591  DESIGNATION -  125 BLAISDELL GPS
 AG9591  PID         -  AG9591
 AG9591  STATE/COUNTY-  WI/SAWYER
 AG9591  COUNTRY     -  US
 AG9591  USGS QUAD   -  LORETTA (2018)
 AG9591
 AG9591                         *CURRENT SURVEY CONTROL
 AG9591  ______________________________________________________________________
 AG9591* NAD 83(2011) POSITION- 45 58 24.62771(N) 090 50 40.31786(W)   ADJUSTED
 AG9591* NAD 83(2011) ELLIP HT-   413.093 (meters)        (06/27/12)   ADJUSTED
 AG9591* NAD 83(2011) EPOCH   -  2010.00
 AG9591* NAVD 88 ORTHO HEIGHT -   443.199 (meters)     1454.06  (feet) ADJUSTED
 AG9591  ______________________________________________________________________
 AG9591  GEOID HEIGHT    -        -30.115 (meters)                     GEOID18
 AG9591  NAD 83(2011) X  -    -65,453.369 (meters)                     COMP
 AG9591  NAD 83(2011) Y  - -4,440,242.535 (meters)                     COMP
 AG9591  NAD 83(2011) Z  -  4,563,498.549 (meters)                     COMP
 AG9591  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 AG9591  DYNAMIC HEIGHT  -        443.191 (meters)     1454.04  (feet) COMP
 AG9591  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 AG9591
 AG9591  VERT ORDER      -  SECOND    CLASS I
 AG9591
 AG9591  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9591  Standards:
 AG9591         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9591            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9591  -------------------------------------------------------------------
 AG9591  NETWORK    0.50   1.04           0.23   0.17   0.53     -0.00159739
 AG9591  -------------------------------------------------------------------
 AG9591  Click here for local accuracies and other accuracy information.
 AG9591
 AG9591.The horizontal coordinates were established by GPS observations
 AG9591.and adjusted by the National Geodetic Survey in June 2012.
 AG9591
 AG9591.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9591.been affixed to the stable North American tectonic plate. See 
 AG9591.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9591
 AG9591.The horizontal coordinates are valid at the epoch date displayed above
 AG9591.which is a decimal equivalence of Year/Month/Day.
 AG9591
 AG9591.The orthometric height was determined by differential leveling and
 AG9591.adjusted by the WI DEPT OF TRANSP
 AG9591.in May 2012.
 AG9591
 AG9591.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9591.GEOID18 height accuracy estimate available here.
 AG9591
 AG9591.Click photographs - Photos may exist for this station.
 AG9591
 AG9591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9591
 AG9591.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9591
 AG9591.The ellipsoidal height was determined by GPS observations
 AG9591.and is referenced to NAD 83.
 AG9591
 AG9591.The dynamic height is computed by dividing the NAVD 88
 AG9591.geopotential number by the normal gravity value computed on the
 AG9591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9591.degrees latitude (g = 980.6199 gals.).
 AG9591
 AG9591.The modeled gravity was interpolated from observed gravity values.
 AG9591
 AG9591. The following values were computed from the NAD 83(2011) position.
 AG9591
 AG9591;                    North         East     Units Scale Factor Converg.
 AG9591;SPC WI N     -    90,023.292   534,552.929   MT  0.99995107   -0 36 33.2
 AG9591;SPC WI N     -   295,351.42  1,753,779.07   sFT  0.99995107   -0 36 33.2
 AG9591;UTM  15      - 5,093,362.926   666,981.170   MT  0.99994278   +1 33 00.6
 AG9591
 AG9591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9591!SPC WI N     -   0.99993524  x   0.99995107  =   0.99988632
 AG9591!UTM  15      -   0.99993524  x   0.99994278  =   0.99987803
 AG9591
 AG9591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6698193362(NAD 83)
 AG9591
 AG9591                          SUPERSEDED SURVEY CONTROL
 AG9591
 AG9591  NAD 83(2007)-  45 58 24.62780(N)    090 50 40.31857(W) AD(2002.00) 0
 AG9591  ELLIP H (02/10/07)  413.123  (m)                       GP(2002.00)    
 AG9591  NAD 83(1997)-  45 58 24.62790(N)    090 50 40.31916(W) AD(       ) 1
 AG9591  ELLIP H (12/26/02)  413.139  (m)                       GP(       ) 3 2
 AG9591  NAD 83(1991)-  45 58 24.62760(N)    090 50 40.31812(W) AD(       ) 1
 AG9591  ELLIP H (04/30/98)  413.147  (m)                       GP(       ) 3 2
 AG9591  NAVD 88             443.20   (m)         1454.1    (f) LEVELING    3  
 AG9591  NAVD 88 (04/30/98)  443.2    (m)  GEOID96  model used  GPS OBS        
 AG9591
 AG9591.Superseded values are not recommended for survey control.
 AG9591
 AG9591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9591.See file dsdata.pdf to determine how the superseded data were derived.
 AG9591
 AG9591_MARKER: DD = SURVEY DISK
 AG9591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9591_STAMPING: 125 BLAISDELL GPS 1995
 AG9591_MARK LOGO: WI-113
 AG9591_PROJECTION: FLUSH
 AG9591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9591+STABILITY: SURFACE MOTION
 AG9591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9591+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 AG9591
 AG9591  HISTORY     - Date     Condition        Report By
 AG9591  HISTORY     - 1995     MONUMENTED       WI-113
 AG9591  HISTORY     - 20080920 GOOD             WIDT
 AG9591  HISTORY     - 20100524 GOOD             WIDT
 AG9591
 AG9591                          STATION DESCRIPTION
 AG9591
 AG9591'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9591'STATION IS LOCATED ABOUT 31 MI (49.9 KM) EAST OF HAYWARD, IN THE
 AG9591'SE1/4, SECTION 3, T40N, R4W.  TO REACH STATION FROM THE JUNCTION OF
 AG9591'S.T.H.  70 AND C.T.H.  GG, IN LORETTA, WHICH IS 36.1 MI (58.1 KM) EAST
 AG9591'OF HAYWARD, VIA C.T.H.  B AND S.T.H.  70.  GO NORTH ON C.T.H. GG, 6.0
 AG9591'MI (9.7 KM) TO THE JUNCTION WITH FEDERAL FOREST ROAD 163, TURN RIGHT
 AG9591'AND EAST ON FEDERAL FOREST ROAD 163, GO 0.5 MI (0.8 KM) TO STATION.
 AG9591'STATION IS LOCATED 78.5 FT (23.9 M) NORTHWESTERLY OF CENTERLINE OF
 AG9591'FEDERAL FOREST ROAD 163, 2.3 FT (0.7 M) NORTHEAST OF A CARSONITE
 AG9591'WITNESS POST AND 2.2 FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 AG9591'STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9591'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9591
 AG9591                          STATION RECOVERY (2008)
 AG9591
 AG9591'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9591'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AG9591'OF STATE HIGHWAY 70 WITH COUNTY HIGHWAY GG IN THE COMMUNITY OF
 AG9591'LORETTA, GO NORTH ON COUNTY HIGHWAY GG FOR 5.4 MILES TO OLD GRADE ROAD
 AG9591'LEFT, CONTINUE NORTH ON COUNTY HIGHWAY GG FOR 0.5 MILE TO NATIONAL
 AG9591'FOREST ROAD 163, TURN RIGHT AND GO NORTHEAST ON NATIONAL FOREST ROAD
 AG9591'163 FOR 0.57 MILE TO A CLEARING AND THE STATION ON THE LEFT.
 AG9591'THE STATION IS 23.6 M NORTHWEST OF THE CENTERLINE OF NATIONAL FOREST
 AG9591'ROAD 163, 0.12 MILE SOUTHWEST OF A WOODS ENTRANCE, AND 1.0 M
 AG9591'NORTHWEST, 1.0 M EAST, AND 1.0 M SOUTHWEST OF THREE ORANGE 4X4 PLASTIC
 AG9591'GUARD POSTS.
 AG9591'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER THAN 15
 AG9591'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST EXTENDING
 AG9591'TO 30 DEGREES AND TREES IN THE SOUTH QUADRANTS EXTENDING TO 20 DEGREES
 AG9591'ABOVE THE HORIZON.
 AG9591
 AG9591                          STATION RECOVERY (2010)
 AG9591
 AG9591'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9591'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9573 ***********************************************************************
 AG9573  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9573  DESIGNATION -  126 BEAR LAKE GPS
 AG9573  PID         -  AG9573
 AG9573  STATE/COUNTY-  WI/SAWYER
 AG9573  COUNTRY     -  US
 AG9573  USGS QUAD   -  KENNEDY (2018)
 AG9573
 AG9573                         *CURRENT SURVEY CONTROL
 AG9573  ______________________________________________________________________
 AG9573* NAD 83(2011) POSITION- 45 57 32.45950(N) 090 41 28.04191(W)   ADJUSTED
 AG9573* NAD 83(2011) ELLIP HT-   444.007 (meters)        (06/27/12)   ADJUSTED
 AG9573* NAD 83(2011) EPOCH   -  2010.00
 AG9573* NAVD 88 ORTHO HEIGHT -   474.32  (meters)     1556.2   (feet) GPS OBS
 AG9573  ______________________________________________________________________
 AG9573  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9573  GEOID HEIGHT    -        -30.284 (meters)                     GEOID12A
 AG9573  GEOID HEIGHT    -        -30.304 (meters)                     GEOID18
 AG9573  NAD 83(2011) X  -    -53,578.585 (meters)                     COMP
 AG9573  NAD 83(2011) Y  - -4,441,581.334 (meters)                     COMP
 AG9573  NAD 83(2011) Z  -  4,562,401.128 (meters)                     COMP
 AG9573  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 AG9573
 AG9573  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9573  Standards:
 AG9573         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9573            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9573  -------------------------------------------------------------------
 AG9573  NETWORK    0.48   1.06           0.22   0.17   0.54      0.01582307
 AG9573  -------------------------------------------------------------------
 AG9573  Click here for local accuracies and other accuracy information.
 AG9573
 AG9573.The horizontal coordinates were established by GPS observations
 AG9573.and adjusted by the National Geodetic Survey in June 2012.
 AG9573
 AG9573.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9573.been affixed to the stable North American tectonic plate. See 
 AG9573.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9573
 AG9573.The horizontal coordinates are valid at the epoch date displayed above
 AG9573.which is a decimal equivalence of Year/Month/Day.
 AG9573
 AG9573.The orthometric height was determined by GPS observations and a
 AG9573.high-resolution geoid model using precise GPS observation and
 AG9573.processing techniques.
 AG9573
 AG9573.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9573.GEOID18 height accuracy estimate available here.
 AG9573
 AG9573.Click photographs - Photos may exist for this station.
 AG9573
 AG9573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9573
 AG9573.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9573
 AG9573.The ellipsoidal height was determined by GPS observations
 AG9573.and is referenced to NAD 83.
 AG9573
 AG9573. The following values were computed from the NAD 83(2011) position.
 AG9573
 AG9573;                    North         East     Units Scale Factor Converg.
 AG9573;SPC WI N     -    88,297.799   546,427.089   MT  0.99995195   -0 29 54.8
 AG9573;SPC WI N     -   289,690.36  1,792,736.21   sFT  0.99995195   -0 29 54.8
 AG9573;UTM  15      - 5,092,085.982   678,912.101   MT  0.99999352   +1 39 36.6
 AG9573
 AG9573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9573!SPC WI N     -   0.99993040  x   0.99995195  =   0.99988235
 AG9573!UTM  15      -   0.99993040  x   0.99999352  =   0.99992392
 AG9573
 AG9573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7891292085(NAD 83)
 AG9573
 AG9573                          SUPERSEDED SURVEY CONTROL
 AG9573
 AG9573  NAD 83(2007)-  45 57 32.45960(N)    090 41 28.04263(W) AD(2002.00) 0
 AG9573  ELLIP H (02/10/07)  444.036  (m)                       GP(2002.00)    
 AG9573  NAD 83(1997)-  45 57 32.45970(N)    090 41 28.04321(W) AD(       ) 1
 AG9573  ELLIP H (12/26/02)  444.053  (m)                       GP(       ) 3 2
 AG9573  NAD 83(1991)-  45 57 32.45939(N)    090 41 28.04215(W) AD(       ) 1
 AG9573  ELLIP H (04/30/98)  444.063  (m)                       GP(       ) 3 2
 AG9573  NAVD 88 (04/30/98)  474.3    (m)  GEOID96  model used  GPS OBS        
 AG9573
 AG9573.Superseded values are not recommended for survey control.
 AG9573
 AG9573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9573.See file dsdata.pdf to determine how the superseded data were derived.
 AG9573
 AG9573_MARKER: DD = SURVEY DISK
 AG9573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9573_STAMPING: 126 BEAR LAKE GPS 1995
 AG9573_MARK LOGO: WI-113
 AG9573_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9573+STABILITY: SURFACE MOTION
 AG9573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9573+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 AG9573
 AG9573  HISTORY     - Date     Condition        Report By
 AG9573  HISTORY     - 1995     MONUMENTED       WI-113
 AG9573  HISTORY     - 20100517 GOOD             WIDT
 AG9573
 AG9573                          STATION DESCRIPTION
 AG9573
 AG9573'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9573'STATION IS LOCATED ABOUT 38 MI (61.2 KM) EAST OF HAYWARD, IN THE
 AG9573'SW1/4, SECTION 12, T40N, R3W.  TO REACH STATION FROM THE JUNCTION OF
 AG9573'S.T.H.  70 AND C.T.H.  GG, IN LORETTA, WHICH IS 36.1 MI (58.1 KM) EAST
 AG9573'OF HAYWARD, VIA S.T.H.  B AND S.T.H.  70.  GO EAST ON S.T.H. 70, 5.6
 AG9573'MI (9.0 KM) TO THE JUNCTION WITH C.T.H.  EE, TURN LEFT AND EAST ON
 AG9573'C.T.H.  EE, GO 3.2 MI (5.1 KM) TO THE JUNCTION WITH FEDERAL FOREST
 AG9573'ROAD 161, TURN LEFT AND NORTH ON FEDERAL FOREST ROAD 161, GO 4.3 MI
 AG9573'(6.9 KM) TO STATION.  STATION IS LOCATED 80.5 FT (24.5 M) WEST OF
 AG9573'CENTERLINE OF FEDERAL FOREST ROAD 161, 1.9 FT (0.6 M) NORTH OF A
 AG9573'CARSONITE WITNESS POST AND 1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS
 AG9573'POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9573'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9573
 AG9573                          STATION RECOVERY (2010)
 AG9573
 AG9573'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9573'-NOTE-CARSONITE WITNESS POSTS HAVE BEEN REMOVED.  MARK IS 1 M (3.3 FT)
 AG9573'FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 AG9573'OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9938 ***********************************************************************
 AF9938  DESIGNATION -  127 WINTER GPS
 AF9938  PID         -  AF9938
 AF9938  STATE/COUNTY-  WI/SAWYER
 AF9938  COUNTRY     -  US
 AF9938  USGS QUAD   -  WINTER (2018)
 AF9938
 AF9938                         *CURRENT SURVEY CONTROL
 AF9938  ______________________________________________________________________
 AF9938* NAD 83(2011) POSITION- 45 47 54.97154(N) 091 00 25.23695(W)   ADJUSTED
 AF9938* NAD 83(2011) ELLIP HT-   377.293 (meters)        (06/27/12)   ADJUSTED
 AF9938* NAD 83(2011) EPOCH   -  2010.00
 AF9938* NAVD 88 ORTHO HEIGHT -   407.402 (meters)     1336.62  (feet) ADJUSTED
 AF9938  ______________________________________________________________________
 AF9938  GEOID HEIGHT    -        -30.123 (meters)                     GEOID18
 AF9938  NAD 83(2011) X  -    -78,289.461 (meters)                     COMP
 AF9938  NAD 83(2011) Y  - -4,453,970.284 (meters)                     COMP
 AF9938  NAD 83(2011) Z  -  4,549,939.738 (meters)                     COMP
 AF9938  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 AF9938  DYNAMIC HEIGHT  -        407.389 (meters)     1336.58  (feet) COMP
 AF9938  MODELED GRAVITY -    980,570.8   (mgal)                       NAVD 88
 AF9938
 AF9938  VERT ORDER      -  SECOND    CLASS I
 AF9938
 AF9938  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9938  Standards:
 AF9938         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9938            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9938  -------------------------------------------------------------------
 AF9938  NETWORK    0.29   0.74           0.13   0.10   0.38     -0.01961517
 AF9938  -------------------------------------------------------------------
 AF9938  Click here for local accuracies and other accuracy information.
 AF9938
 AF9938.The horizontal coordinates were established by GPS observations
 AF9938.and adjusted by the National Geodetic Survey in June 2012.
 AF9938
 AF9938.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9938.been affixed to the stable North American tectonic plate. See 
 AF9938.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9938
 AF9938.The horizontal coordinates are valid at the epoch date displayed above
 AF9938.which is a decimal equivalence of Year/Month/Day.
 AF9938
 AF9938.The orthometric height was determined by differential leveling and
 AF9938.adjusted by the WI DEPT OF TRANSP
 AF9938.in May 2012.
 AF9938
 AF9938.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9938.GEOID18 height accuracy estimate available here.
 AF9938
 AF9938.Click photographs - Photos may exist for this station.
 AF9938
 AF9938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9938
 AF9938.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9938
 AF9938.The ellipsoidal height was determined by GPS observations
 AF9938.and is referenced to NAD 83.
 AF9938
 AF9938.The dynamic height is computed by dividing the NAVD 88
 AF9938.geopotential number by the normal gravity value computed on the
 AF9938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9938.degrees latitude (g = 980.6199 gals.).
 AF9938
 AF9938.The modeled gravity was interpolated from observed gravity values.
 AF9938
 AF9938. The following values were computed from the NAD 83(2011) position.
 AF9938
 AF9938;                    North         East     Units Scale Factor Converg.
 AF9938;SPC WI N     -    70,731.959   521,715.892   MT  0.99996599   -0 43 35.1
 AF9938;SPC WI N     -   232,059.77  1,711,662.89   sFT  0.99996599   -0 43 35.1
 AF9938;UTM  15      - 5,073,602.798   654,879.918   MT  0.99989491   +1 25 44.6
 AF9938
 AF9938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9938!SPC WI N     -   0.99994085  x   0.99996599  =   0.99990685
 AF9938!UTM  15      -   0.99994085  x   0.99989491  =   0.99983577
 AF9938
 AF9938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5487973602(NAD 83)
 AF9938
 AF9938                          SUPERSEDED SURVEY CONTROL
 AF9938
 AF9938  NAD 83(2007)-  45 47 54.97163(N)    091 00 25.23765(W) AD(2002.00) 0
 AF9938  ELLIP H (02/10/07)  377.327  (m)                       GP(2002.00)    
 AF9938  NAD 83(1997)-  45 47 54.97169(N)    091 00 25.23828(W) AD(       ) 1
 AF9938  ELLIP H (12/26/02)  377.343  (m)                       GP(       ) 3 2
 AF9938  NAD 83(1991)-  45 47 54.97128(N)    091 00 25.23720(W) AD(       ) 1
 AF9938  ELLIP H (04/30/98)  377.358  (m)                       GP(       ) 3 2
 AF9938  NAVD 88             407.40   (m)         1336.6    (f) LEVELING    3  
 AF9938  NAVD 88 (04/30/98)  407.4    (m)  GEOID96  model used  GPS OBS        
 AF9938
 AF9938.Superseded values are not recommended for survey control.
 AF9938
 AF9938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9938.See file dsdata.pdf to determine how the superseded data were derived.
 AF9938
 AF9938_MARKER: DD = SURVEY DISK
 AF9938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9938_STAMPING: 127 WINTER GPS 1995
 AF9938_MARK LOGO: WI-113
 AF9938_PROJECTION: FLUSH
 AF9938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9938+STABILITY: SURFACE MOTION
 AF9938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9938+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 AF9938
 AF9938  HISTORY     - Date     Condition        Report By
 AF9938  HISTORY     - 1995     MONUMENTED       WI-113
 AF9938  HISTORY     - 20080920 GOOD             WIDT
 AF9938  HISTORY     - 20100519 GOOD             WIDT
 AF9938
 AF9938                          STATION DESCRIPTION
 AF9938
 AF9938'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9938'STATION IS LOCATED ABOUT 27 MI (43.5 KM) SOUTHEAST OF HAYWARD, IN THE
 AF9938'SE1/4-SE1/4, SECTION 5, T38N, R5W.  TO REACH STATION FROM THE JUNCTION
 AF9938'OF S.T.H.  70 AND C.T.H.  W, IN WINTER, WHICH IS 32.8 MI (52.8 KM)
 AF9938'SOUTHEAST OF HAYWARD, VIA C.T.H.  B AND C.T.H.  W.  GO SOUTHEAST ON
 AF9938'C.T.H.  W, 1.8 MI (2.9 KM) TO THE JUNCTION WITH OLD 70, TURN RIGHT AND
 AF9938'SOUTH ON OLD 70, GO 230 FT (70.1 M) TO STATION. STATION IS LOCATED 36
 AF9938'FT (11.0 M) WEST OF CENTERLINE OF OLD 70, 2.0 FT (0.6 M) NORTHEAST OF
 AF9938'A CARSONITE WITNESS POST AND 2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE
 AF9938'WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA,
 AF9938'SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN
 AF9938'GROUND.
 AF9938
 AF9938                          STATION RECOVERY (2008)
 AF9938
 AF9938'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AF9938'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 29.5 M SOUTH OF A
 AF9938'POWER POLE WITH WIRES CROSSING OVER THE ROAD, 3.1 M EAST OF A WIRE
 AF9938'FENCE, AND 1.0 M NORTH AND 1.0 M SOUTH OF TWO ORANGE 4X4 PLASTIC GUARD
 AF9938'POSTS.
 AF9938
 AF9938                          STATION RECOVERY (2010)
 AF9938
 AF9938'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9938'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9973 ***********************************************************************
 AF9973  DESIGNATION -  128 OXBO GPS
 AF9973  PID         -  AF9973
 AF9973  STATE/COUNTY-  WI/SAWYER
 AF9973  COUNTRY     -  US
 AF9973  USGS QUAD   -  OXBO (2018)
 AF9973
 AF9973                         *CURRENT SURVEY CONTROL
 AF9973  ______________________________________________________________________
 AF9973* NAD 83(2011) POSITION- 45 50 31.04088(N) 090 41 42.28111(W)   ADJUSTED
 AF9973* NAD 83(2011) ELLIP HT-   405.856 (meters)        (06/27/12)   ADJUSTED
 AF9973* NAD 83(2011) EPOCH   -  2010.00
 AF9973* NAVD 88 ORTHO HEIGHT -   436.258 (meters)     1431.29  (feet) ADJUSTED
 AF9973  ______________________________________________________________________
 AF9973  GEOID HEIGHT    -        -30.405 (meters)                     GEOID18
 AF9973  NAD 83(2011) X  -    -53,998.239 (meters)                     COMP
 AF9973  NAD 83(2011) Y  - -4,450,894.792 (meters)                     COMP
 AF9973  NAD 83(2011) Z  -  4,553,318.528 (meters)                     COMP
 AF9973  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 AF9973  DYNAMIC HEIGHT  -        436.244 (meters)     1431.24  (feet) COMP
 AF9973  MODELED GRAVITY -    980,571.6   (mgal)                       NAVD 88
 AF9973
 AF9973  VERT ORDER      -  SECOND    CLASS I
 AF9973
 AF9973  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9973  Standards:
 AF9973         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9973            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9973  -------------------------------------------------------------------
 AF9973  NETWORK    0.45   0.96           0.20   0.16   0.49      0.06976124
 AF9973  -------------------------------------------------------------------
 AF9973  Click here for local accuracies and other accuracy information.
 AF9973
 AF9973.The horizontal coordinates were established by GPS observations
 AF9973.and adjusted by the National Geodetic Survey in June 2012.
 AF9973
 AF9973.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9973.been affixed to the stable North American tectonic plate. See 
 AF9973.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9973
 AF9973.The horizontal coordinates are valid at the epoch date displayed above
 AF9973.which is a decimal equivalence of Year/Month/Day.
 AF9973
 AF9973.The orthometric height was determined by differential leveling and
 AF9973.adjusted by the WI DEPT OF TRANSP
 AF9973.in May 2012.
 AF9973
 AF9973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9973.GEOID18 height accuracy estimate available here.
 AF9973
 AF9973.Click photographs - Photos may exist for this station.
 AF9973
 AF9973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9973
 AF9973.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9973
 AF9973.The ellipsoidal height was determined by GPS observations
 AF9973.and is referenced to NAD 83.
 AF9973
 AF9973.The dynamic height is computed by dividing the NAVD 88
 AF9973.geopotential number by the normal gravity value computed on the
 AF9973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9973.degrees latitude (g = 980.6199 gals.).
 AF9973
 AF9973.The modeled gravity was interpolated from observed gravity values.
 AF9973
 AF9973. The following values were computed from the NAD 83(2011) position.
 AF9973
 AF9973;                    North         East     Units Scale Factor Converg.
 AF9973;SPC WI N     -    75,290.314   546,006.638   MT  0.99996143   -0 30 05.1
 AF9973;SPC WI N     -   247,014.97  1,791,356.78   sFT  0.99996143   -0 30 05.1
 AF9973;UTM  15      - 5,079,071.403   678,981.543   MT  0.99999384   +1 39 14.5
 AF9973
 AF9973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9973!SPC WI N     -   0.99993638  x   0.99996143  =   0.99989781
 AF9973!UTM  15      -   0.99993638  x   0.99999384  =   0.99993022
 AF9973
 AF9973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7898179071(NAD 83)
 AF9973
 AF9973                          SUPERSEDED SURVEY CONTROL
 AF9973
 AF9973  NAD 83(2007)-  45 50 31.04097(N)    090 41 42.28181(W) AD(2002.00) 0
 AF9973  ELLIP H (02/10/07)  405.885  (m)                       GP(2002.00)    
 AF9973  NAD 83(1997)-  45 50 31.04107(N)    090 41 42.28238(W) AD(       ) 1
 AF9973  ELLIP H (12/26/02)  405.901  (m)                       GP(       ) 3 2
 AF9973  NAD 83(1991)-  45 50 31.04071(N)    090 41 42.28127(W) AD(       ) 1
 AF9973  ELLIP H (04/30/98)  405.913  (m)                       GP(       ) 3 2
 AF9973  NAVD 88             436.26   (m)         1431.3    (f) LEVELING    3  
 AF9973  NAVD 88 (04/30/98)  436.2    (m)  GEOID96  model used  GPS OBS        
 AF9973
 AF9973.Superseded values are not recommended for survey control.
 AF9973
 AF9973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9973.See file dsdata.pdf to determine how the superseded data were derived.
 AF9973
 AF9973_MARKER: DD = SURVEY DISK
 AF9973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9973_STAMPING: 128 OXBO GPS 1995
 AF9973_MARK LOGO: WI-113
 AF9973_PROJECTION: FLUSH
 AF9973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9973+STABILITY: SURFACE MOTION
 AF9973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9973+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 AF9973
 AF9973  HISTORY     - Date     Condition        Report By
 AF9973  HISTORY     - 1995     MONUMENTED       WI-113
 AF9973  HISTORY     - 20080920 GOOD             WIDT
 AF9973  HISTORY     - 20100527 GOOD             WIDT
 AF9973
 AF9973                          STATION DESCRIPTION
 AF9973
 AF9973'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9973'STATION IS LOCATED ABOUT 36 MI (57.9 KM) EAST OF HAYWARD, IN THE
 AF9973'SW1/4-SW1/4, SECTION 24, T39N, R3W.  TO REACH THE STATION FROM THE
 AF9973'JUNCTION OF S.T.H.  70 AND C.T.H.  GG, IN LORETTA, WHICH IS 36.1 MI
 AF9973'(58.1 KM) EAST OF HAYWARD, VIA C.T.H.  B AND S.T.H.  70.  GO EAST ON
 AF9973'S.T.H.  70, 9.3 MI (15.0 KM) TO THE JUNCTION WITH SNUSS BLVD., WHICH
 AF9973'IS 1.2 MI (1.9 KM) EAST OF FLAMBEAU RIVER BRIDGE., TURN RIGHT AND
 AF9973'SOUTH ON SNUSS BLVD., GO 0.4 MI (0.6 KM) TO STATION.  STATION IS
 AF9973'LOCATED 151.7 FT (46.2 M) SOUTHEASTERLY OF CENTERLINE OF SNUSS BLVD,
 AF9973'1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST AND 2.0 FT (0.6 M)
 AF9973'EAST OF A CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25
 AF9973'FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8
 AF9973'M) LONG, FLUSH IN GROUND.
 AF9973
 AF9973                          STATION RECOVERY (2008)
 AF9973
 AF9973'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AF9973'RECOVERED IN GOOD CONDITION.
 AF9973'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 AF9973'HIGHWAY EE APPROXIMATELY 5 MILES EAST OF THE COMMUNITY OF LORETTA, GO
 AF9973'SOUTHEAST ON STATE HIGHWAY 70 FOR 2.2 MILES TO THE BRIDGE OVER THE
 AF9973'FLAMBEAU RIVER, CONTINUE SOUTHEAST ON STATE HIGHWAY 70 FOR 1.2 MILES
 AF9973'TO SNUSS BOULEVARD RIGHT, TURN RIGHT AND GO SOUTHWEST ON SNUSS
 AF9973'BOULEVARD FOR 0.36 MILE TO A CLEARING AND THE STATION ON THE LEFT.
 AF9973'THE STATION IS 46.2 M SOUTHEAST OF THE CENTERLINE OF SNUSS BOULEVARD,
 AF9973'32 M SOUTH OF A POWER POLE, 17.6 M NORTHEAST OF THE EXTENDED
 AF9973'CENTERLINE OF PRIVATE ENTRANCE --5747N--, AND 1.0 M SOUTHEAST, 1.0 M
 AF9973'NORTH, AND 1.0 M SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AF9973'---NOTE-- THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER THAN 15
 AF9973'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH EXTENDING TO
 AF9973'20 DEGREES AND TREES TO THE NORTH EXTENDING TO 30 DEGREES ABOVE THE
 AF9973'HORIZON.
 AF9973
 AF9973                          STATION RECOVERY (2010)
 AF9973
 AF9973'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9973'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9581 ***********************************************************************
 AG9581  DESIGNATION -  129 BARBER CREEK GPS
 AG9581  PID         -  AG9581
 AG9581  STATE/COUNTY-  WI/SAWYER
 AG9581  COUNTRY     -  US
 AG9581  USGS QUAD   -  LAKE WINTER (2018)
 AG9581
 AG9581                         *CURRENT SURVEY CONTROL
 AG9581  ______________________________________________________________________
 AG9581* NAD 83(2011) POSITION- 45 51 41.63734(N) 090 57 59.76168(W)   ADJUSTED
 AG9581* NAD 83(2011) ELLIP HT-   384.980 (meters)        (04/15/13)   ADJUSTED
 AG9581* NAD 83(2011) EPOCH   -  2010.00
 AG9581* NAVD 88 ORTHO HEIGHT -   414.986 (meters)     1361.50  (feet) ADJUSTED
 AG9581  ______________________________________________________________________
 AG9581  GEOID HEIGHT    -        -30.008 (meters)                     GEOID18
 AG9581  NAD 83(2011) X  -    -75,063.534 (meters)                     COMP
 AG9581  NAD 83(2011) Y  - -4,449,010.531 (meters)                     COMP
 AG9581  NAD 83(2011) Z  -  4,554,821.796 (meters)                     COMP
 AG9581  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 AG9581  DYNAMIC HEIGHT  -        414.980 (meters)     1361.48  (feet) COMP
 AG9581  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 AG9581
 AG9581  VERT ORDER      -  SECOND    CLASS I
 AG9581
 AG9581  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9581  Standards:
 AG9581         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9581            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9581  -------------------------------------------------------------------
 AG9581  NETWORK    0.77   1.41           0.34   0.28   0.72     -0.17209748
 AG9581  -------------------------------------------------------------------
 AG9581  Click here for local accuracies and other accuracy information.
 AG9581
 AG9581.The horizontal coordinates were established by GPS observations
 AG9581.and adjusted by the National Geodetic Survey in April 2013.
 AG9581
 AG9581.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9581.been affixed to the stable North American tectonic plate. See 
 AG9581.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9581
 AG9581.The horizontal coordinates are valid at the epoch date displayed above
 AG9581.which is a decimal equivalence of Year/Month/Day.
 AG9581
 AG9581.The orthometric height was determined by differential leveling and
 AG9581.adjusted by the WI DEPT OF TRANSP
 AG9581.in May 2012.
 AG9581
 AG9581.No vertical observational check was made to the station.
 AG9581
 AG9581.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9581.GEOID18 height accuracy estimate available here.
 AG9581
 AG9581.Click photographs - Photos may exist for this station.
 AG9581
 AG9581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9581
 AG9581.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9581
 AG9581.The ellipsoidal height was determined by GPS observations
 AG9581.and is referenced to NAD 83.
 AG9581
 AG9581.The dynamic height is computed by dividing the NAVD 88
 AG9581.geopotential number by the normal gravity value computed on the
 AG9581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9581.degrees latitude (g = 980.6199 gals.).
 AG9581
 AG9581.The modeled gravity was interpolated from observed gravity values.
 AG9581
 AG9581. The following values were computed from the NAD 83(2011) position.
 AG9581
 AG9581;                    North         East     Units Scale Factor Converg.
 AG9581;SPC WI N     -    77,690.330   524,942.317   MT  0.99995955   -0 41 50.2
 AG9581;SPC WI N     -   254,889.02  1,722,248.25   sFT  0.99995955   -0 41 50.2
 AG9581;UTM  15      - 5,080,677.192   657,842.078   MT  0.99990629   +1 27 34.5
 AG9581
 AG9581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9581!SPC WI N     -   0.99993965  x   0.99995955  =   0.99989920
 AG9581!UTM  15      -   0.99993965  x   0.99990629  =   0.99984595
 AG9581
 AG9581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5784280677(NAD 83)
 AG9581
 AG9581                          SUPERSEDED SURVEY CONTROL
 AG9581
 AG9581  NAD 83(2011)-  45 51 41.63734(N)    090 57 59.76063(W) AD(2010.00) 0
 AG9581  ELLIP H (06/27/12)  385.006  (m)                       GP(2010.00)    
 AG9581  NAD 83(2007)-  45 51 41.63742(N)    090 57 59.76235(W) AD(2002.00) 1
 AG9581  ELLIP H (04/06/12)  385.011  (m)                       GP(2002.00) 1 1
 AG9581  NAD 83(2007)-  45 51 41.63743(N)    090 57 59.76133(W) AD(2002.00) 0
 AG9581  ELLIP H (02/10/07)  385.038  (m)                       GP(2002.00)    
 AG9581  NAD 83(1997)-  45 51 41.63746(N)    090 57 59.76189(W) AD(       ) 1
 AG9581  ELLIP H (12/26/02)  385.049  (m)                       GP(       ) 3 2
 AG9581  NAD 83(1991)-  45 51 41.63712(N)    090 57 59.76085(W) AD(       ) 1
 AG9581  ELLIP H (04/30/98)  385.058  (m)                       GP(       ) 3 2
 AG9581  NAVD 88             414.99   (m)         1361.5    (f) LEVELING    3  
 AG9581  NAVD 88 (04/30/98)  415.0    (m)  GEOID96  model used  GPS OBS        
 AG9581
 AG9581.Superseded values are not recommended for survey control.
 AG9581
 AG9581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9581.See file dsdata.pdf to determine how the superseded data were derived.
 AG9581
 AG9581_MARKER: DD = SURVEY DISK
 AG9581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9581_STAMPING: 129 BARBER CREEK GPS 1995
 AG9581_MARK LOGO: WI-113
 AG9581_PROJECTION: FLUSH
 AG9581_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9581+STABILITY: SURFACE MOTION
 AG9581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9581+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 AG9581
 AG9581  HISTORY     - Date     Condition        Report By
 AG9581  HISTORY     - 1995     MONUMENTED       WI-113
 AG9581  HISTORY     - 20080922 GOOD             WIDT
 AG9581  HISTORY     - 20100510 GOOD             WIDT
 AG9581
 AG9581                          STATION DESCRIPTION
 AG9581
 AG9581'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9581'STATION IS LOCATED ABOUT 27 MI (43.5 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9581'SW1/4, SECTION 14, T39N, R5W.  TO REACH STATION FROM THE JUNCTION OF
 AG9581'S.T.H.  27 AND S.T.H.  70, IN OJIBWA, WHICH IS 35.1 MI (56.5 KM)
 AG9581'SOUTHEAST OF HAYWARD, VIA S.T.H.  27 AND S.T.H.  27-70.  GO EAST ON
 AG9581'S.T.H.  70, 9.5 MI (15.3 KM) TO STATION.  STATION IS LOCATED 0.4 MI
 AG9581'(0.6 KM) NORTH OF THE JUNCTION OF S.T.H.  70 AND LARSON ROAD, 263 FT
 AG9581'(80.2 M) NORTH OF A DRIVEWAY TO THE EAST, 2.2 FT (0.7 M) NORTHEAST OF
 AG9581'A CARSONITE WITNESS POST, 2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE
 AG9581'WITNESS POST AND 40 FT (12.2 M) EAST OF CENTERLINE OF S.T.H.  70.
 AG9581'STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9581'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9581
 AG9581                          STATION RECOVERY (2008)
 AG9581
 AG9581'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9581'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AG9581'OF STATE HIGHWAY 70 WITH COUNTY HIGHWAY B NORTH AND TICE LANE SOUTH
 AG9581'APPROXIMATELY 5 MILES WEST OF THE COMMUNITY OF LORETTA, GO WEST THEN
 AG9581'SOUTH ON STATE HIGHWAY 70 FOR 1.2 MILES TO BURLUM ROAD RIGHT AND
 AG9581'CLOVER ROAD LEFT, CONTINUE SOUTH ON STATE HIGHWAY 70 FOR 0.59 MILE TO
 AG9581'THE STATION ON THE LEFT.
 AG9581'THE STATION IS 13.9 M EAST OF THE CENTERLINE OF STATE HIGHWAY 70, 0.11
 AG9581'MILE SOUTH OF PRIVATE ENTRANCE --N6310--, 82.5 M NORTH OF THE
 AG9581'CENTERLINE OF PRIVATE ENTRANCE --N6244 AND 6250N--, AND APPROXIMATELY
 AG9581'1 M ABOVE THE HIGHWAY PAVEMENT.  ---NOTE--- THIS STATION HAS NO
 AG9581'VISIBLE OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AG9581
 AG9581                          STATION RECOVERY (2010)
 AG9581
 AG9581'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9581'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0160 ***********************************************************************
 ON0160  DESIGNATION -  1298
 ON0160  PID         -  ON0160
 ON0160  STATE/COUNTY-  WI/VERNON
 ON0160  COUNTRY     -  US
 ON0160  USGS QUAD   -  WESTBY (2018)
 ON0160
 ON0160                         *CURRENT SURVEY CONTROL
 ON0160  ______________________________________________________________________
 ON0160* NAD 83(1986) POSITION- 43 39 12.32   (N) 090 51 27.10   (W)   HD_HELD1
 ON0160* NAVD 88 ORTHO HEIGHT -   395.687 (meters)     1298.18  (feet) ADJUSTED
 ON0160  ______________________________________________________________________
 ON0160  GEOID HEIGHT    -        -33.043 (meters)                     GEOID18
 ON0160  DYNAMIC HEIGHT  -        395.581 (meters)     1297.84  (feet) COMP
 ON0160  MODELED GRAVITY -    980,340.3   (mgal)                       NAVD 88
 ON0160
 ON0160  VERT ORDER      -  SECOND    CLASS I
 ON0160
 ON0160.The horizontal coordinates were determined by differentially corrected
 ON0160.hand held GPS observations or other comparable positioning techniques
 ON0160.and have an estimated accuracy of +/- 3 meters.
 ON0160
 ON0160.The orthometric height was determined by differential leveling and
 ON0160.adjusted by the NATIONAL GEODETIC SURVEY
 ON0160.in November 2016.
 ON0160
 ON0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0160.GEOID18 height accuracy estimate available here.
 ON0160
 ON0160.Click photographs - Photos may exist for this station.
 ON0160
 ON0160.The dynamic height is computed by dividing the NAVD 88
 ON0160.geopotential number by the normal gravity value computed on the
 ON0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0160.degrees latitude (g = 980.6199 gals.).
 ON0160
 ON0160.The modeled gravity was interpolated from observed gravity values.
 ON0160
 ON0160;                    North         East    Units  Estimated Accuracy
 ON0160;SPC WI S     -   184,036.4     530,827.1     MT  (+/- 3 meters HH1 GPS) 
 ON0160
 ON0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7276935610(NAD 83)
 ON0160
 ON0160                          SUPERSEDED SURVEY CONTROL
 ON0160
 ON0160  NAVD 88 (06/15/91)  395.762  (m)         1298.43   (f) SUPERSEDED  2 0
 ON0160  NGVD 29 (??/??/92)  395.763  (m)         1298.43   (f) ADJ UNCH    2 0
 ON0160
 ON0160.Superseded values are not recommended for survey control.
 ON0160
 ON0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0160.See file dsdata.pdf to determine how the superseded data were derived.
 ON0160
 ON0160_MARKER: DD = SURVEY DISK
 ON0160_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ON0160_SP_SET: STEP
 ON0160_STAMPING: WIS 1298 S 1922
 ON0160_MARK LOGO: USGS
 ON0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0160+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2015
 ON0160
 ON0160  HISTORY     - Date     Condition        Report By
 ON0160  HISTORY     - 1922     MONUMENTED       USGS
 ON0160  HISTORY     - 1958     GOOD             CGS
 ON0160  HISTORY     - 20151014 GOOD             WIDT
 ON0160
 ON0160                          STATION DESCRIPTION
 ON0160
 ON0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ON0160'AT WESTBY.
 ON0160'AT WESTBY, VERNON COUNTY, ON MAIN STREET, AT A STREET CROSSING,
 ON0160'45 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST STREET, 39
 ON0160'FEET WEST OF THE CENTERLINE OF MAIN STREET, IN THE DOOR STEP
 ON0160'OF THE H.O. STEVLINGSON INC. STORE, IN THE TOP OF THE LIMESTONE,
 ON0160'AND 1 FOOT HIGHER THAN THE STREET.
 ON0160
 ON0160                          STATION RECOVERY (2015)
 ON0160
 ON0160'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 ON0160'RECOVERED IN GOOD CONDITION.  THE BENCH MARK IS LOCATED IN THE DOOR
 ON0160'STEP OF THE FORMER H.O. STEVLINGSON INC. STORE, AT 100 SOUTH MAIN
 ON0160'STREET IN THE CITY OF WESTBY, IN THE SOUTHWEST QUADRANT OF THE
 ON0160'JUNCTION OF MAIN STREET (US HIGHWAY 14, US HIGHWAY 61, AND STATE
 ON0160'HIGHWAY 27) WITH STATE STREET.
 ON0160'
 ON0160'THE STORE FRONT HAS BEEN MODIFIED SINCE THE ORIGINAL SETTING OF THE
 ON0160'BENCH MARK IN 1922, HOWEVER, THE BENCH MARK WAS CONSIDERED WHEN THE
 ON0160'STORE FRONT WAS REMODELED SO THE BRONZE SURVEY DISK REMAINS VISIBLE
 ON0160'AND ACCESSIBLE FOR SOME APPLICATIONS.  TO OCCUPY THE BENCH MARK FOR
 ON0160'DIFFERENTIAL LEVELING OBSERVATIONS ON THIS DATE AN ELEVATION OFFSET
 ON0160'WAS REQUIRED.
 ON0160'
 ON0160'NOTE-A PK NAIL WAS SET IN A JOINT OF THE CONCRETE SIDEWALK AT THE
 ON0160'FRONT ENTRY OF DREGNE'S SCANDINAVIAN GIFTS.  THE PK NAIL IS 2.5 M (8.2
 ON0160'FT) WEST OF THE BASE OF A PEDESTRIAN CROSSWALK SIGN, 2.1 M (6.9 FT)
 ON0160'SOUTH OF A METAL POST FOR A STOP SIGN, AND 1.9 M (6.2 FT) EAST OF THE
 ON0160''1298' BENCH MARK DISK IN THE CONCRETE STEP OF THE BUILDING.  THE PK
 ON0160'NAIL IS 0.16 M (0.52 FT) LOWER THAN THE '1298' BENCH MARK DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5395 ***********************************************************************
 DH5395  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5395  DESIGNATION -  13 161W
 DH5395  PID         -  DH5395
 DH5395  STATE/COUNTY-  WI/MONROE
 DH5395  COUNTRY     -  US
 DH5395  USGS QUAD   -  KENDALL WEST (2018)
 DH5395
 DH5395                         *CURRENT SURVEY CONTROL
 DH5395  ______________________________________________________________________
 DH5395* NAD 83(2011) POSITION- 43 51 35.54205(N) 090 26 46.58836(W)   ADJUSTED
 DH5395* NAD 83(2011) ELLIP HT-   394.984 (meters)        (06/27/12)   ADJUSTED
 DH5395* NAD 83(2011) EPOCH   -  2010.00
 DH5395* NAVD 88 ORTHO HEIGHT -   429.01  (meters)     1407.5   (feet) GPS OBS
 DH5395  ______________________________________________________________________
 DH5395  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5395  GEOID HEIGHT    -        -34.023 (meters)                     GEOID12A
 DH5395  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 DH5395  NAD 83(2011) X  -    -35,879.973 (meters)                     COMP
 DH5395  NAD 83(2011) Y  - -4,606,423.305 (meters)                     COMP
 DH5395  NAD 83(2011) Z  -  4,397,152.207 (meters)                     COMP
 DH5395  LAPLACE CORR    -         -7.05  (seconds)                    DEFLEC18
 DH5395
 DH5395  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5395  Standards:
 DH5395         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5395            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5395  -------------------------------------------------------------------
 DH5395  NETWORK    0.22   0.33           0.10   0.08   0.17      0.13091658
 DH5395  -------------------------------------------------------------------
 DH5395  Click here for local accuracies and other accuracy information.
 DH5395
 DH5395.The horizontal coordinates were established by GPS observations
 DH5395.and adjusted by the National Geodetic Survey in June 2012.
 DH5395
 DH5395.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5395.been affixed to the stable North American tectonic plate. See 
 DH5395.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5395
 DH5395.The horizontal coordinates are valid at the epoch date displayed above
 DH5395.which is a decimal equivalence of Year/Month/Day.
 DH5395
 DH5395.The orthometric height was determined by GPS observations and a
 DH5395.high-resolution geoid model using precise GPS observation and
 DH5395.processing techniques.
 DH5395
 DH5395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5395.GEOID18 height accuracy estimate available here.
 DH5395
 DH5395.Click photographs - Photos may exist for this station.
 DH5395
 DH5395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5395
 DH5395.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5395
 DH5395.The ellipsoidal height was determined by GPS observations
 DH5395.and is referenced to NAD 83.
 DH5395
 DH5395. The following values were computed from the NAD 83(2011) position.
 DH5395
 DH5395;                    North         East     Units Scale Factor Converg.
 DH5395;SPC WI S     -   206,713.816   564,123.325   MT  0.99996455   -0 18 23.9
 DH5395;SPC WI S     -   678,193.58  1,850,794.61   sFT  0.99996455   -0 18 23.9
 DH5395;UTM  15      - 4,859,479.503   705,226.732   MT  1.00011806   +1 46 12.3
 DH5395
 DH5395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5395!SPC WI S     -   0.99993807  x   0.99996455  =   0.99990262
 DH5395!UTM  15      -   0.99993807  x   1.00011806  =   1.00005612
 DH5395
 DH5395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0522659479(NAD 83)
 DH5395
 DH5395                          SUPERSEDED SURVEY CONTROL
 DH5395
 DH5395  NAD 83(2007)-  43 51 35.54205(N)    090 26 46.58918(W) AD(2002.00) 0
 DH5395  ELLIP H (02/10/07)  395.017  (m)                       GP(2002.00)    
 DH5395  NAD 83(1997)-  43 51 35.54203(N)    090 26 46.58966(W) AD(       ) 1
 DH5395  ELLIP H (08/01/05)  395.014  (m)                       GP(       ) 2 1
 DH5395  NAVD 88 (07/26/07)  428.99   (m)  GEOID03  model used  GPS OBS        
 DH5395
 DH5395.Superseded values are not recommended for survey control.
 DH5395
 DH5395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5395.See file dsdata.pdf to determine how the superseded data were derived.
 DH5395
 DH5395_MARKER: DD = SURVEY DISK
 DH5395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5395_STAMPING: 13-161W 1997
 DH5395_MARK LOGO: WI-081
 DH5395_PROJECTION: FLUSH
 DH5395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5395+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH5395
 DH5395  HISTORY     - Date     Condition        Report By
 DH5395  HISTORY     - 1997     MONUMENTED       WI-081
 DH5395  HISTORY     - 20030305 GOOD             WIDT
 DH5395  HISTORY     - 20100913 GOOD             WIDT
 DH5395
 DH5395                          STATION DESCRIPTION
 DH5395
 DH5395'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5395'THE STATION IS LOCATED ABOUT 14 KM SOUTH-SOUTHEAST OF TOMAH, AND 8 KM
 DH5395'NORTHEAST OF  WILTON.  OWNERSHIP--TOWNSHIP OF WILTON.  TO REACH THE
 DH5395'STATION FROM THE JUNCTION OF  STATE HIGHWAY 71 WITH STATE HIGHWAY 131
 DH5395'NORTH ABOUT 16 KM SOUTH OF THE CITY OF TOMAH.  GO NORTH ON STATE
 DH5395'HIGHWAY 131 FOR 3.7 KM TO KILN AVENUE ON THE RIGHT, TURN RIGHT AND GO
 DH5395'EAST ON KILN AVENUE FOR 2.7 KM TO KING ROAD ON THE RIGHT, TURN RIGHT
 DH5395'AND GO SOUTH ON  KING ROAD FOR 0.16 KM TO KIMBALL ROAD ON THE RIGHT,
 DH5395'TURN RIGHT AND GO SOUTHERLY ON  KIMBALL ROAD FOR 0.88 KM TO THE
 DH5395'STATION ON THE LEFT.  THE STATION IS A BRONZE MONROE  COUNTY GEODETIC
 DH5395'CONTROL MARK DISK SET IN THE TOP OF A  40-CM DIAMETER ROUND CONCRETE
 DH5395'POST  AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.4 M
 DH5395'EAST OF THE CENTERLINE OF  KIMBALL ROAD, 101 M NORTH OF THE CENTERLINE
 DH5395'OF PRIVATE ENTRANCE --21793--, 9.2 M  SOUTH-SOUTHWEST OF A POWER POLE
 DH5395'AND 1.0 M WEST, SOUTHEAST, NORTHEAST OF THREE  ORANGE 4X4 PLASTIC
 DH5395'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5395'EXTENDING  HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5395
 DH5395                          STATION RECOVERY (2010)
 DH5395
 DH5395'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5389 ***********************************************************************
 DH5389  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5389  DESIGNATION -  13 162W
 DH5389  PID         -  DH5389
 DH5389  STATE/COUNTY-  WI/MONROE
 DH5389  COUNTRY     -  US
 DH5389  USGS QUAD   -  WILTON (2018)
 DH5389
 DH5389                         *CURRENT SURVEY CONTROL
 DH5389  ______________________________________________________________________
 DH5389* NAD 83(2011) POSITION- 43 51 48.74765(N) 090 33 42.81533(W)   ADJUSTED
 DH5389* NAD 83(2011) ELLIP HT-   395.766 (meters)        (06/27/12)   ADJUSTED
 DH5389* NAD 83(2011) EPOCH   -  2010.00
 DH5389* NAVD 88 ORTHO HEIGHT -   429.45  (meters)     1409.0   (feet) GPS OBS
 DH5389  ______________________________________________________________________
 DH5389  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5389  GEOID HEIGHT    -        -33.686 (meters)                     GEOID12A
 DH5389  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 DH5389  NAD 83(2011) X  -    -45,172.548 (meters)                     COMP
 DH5389  NAD 83(2011) Y  - -4,606,059.666 (meters)                     COMP
 DH5389  NAD 83(2011) Z  -  4,397,446.635 (meters)                     COMP
 DH5389  LAPLACE CORR    -         -6.86  (seconds)                    DEFLEC18
 DH5389
 DH5389  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5389  Standards:
 DH5389         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5389            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5389  -------------------------------------------------------------------
 DH5389  NETWORK    0.20   0.31           0.09   0.07   0.16      0.12201495
 DH5389  -------------------------------------------------------------------
 DH5389  Click here for local accuracies and other accuracy information.
 DH5389
 DH5389.The horizontal coordinates were established by GPS observations
 DH5389.and adjusted by the National Geodetic Survey in June 2012.
 DH5389
 DH5389.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5389.been affixed to the stable North American tectonic plate. See 
 DH5389.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5389
 DH5389.The horizontal coordinates are valid at the epoch date displayed above
 DH5389.which is a decimal equivalence of Year/Month/Day.
 DH5389
 DH5389.The orthometric height was determined by GPS observations and a
 DH5389.high-resolution geoid model using precise GPS observation and
 DH5389.processing techniques.
 DH5389
 DH5389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5389.GEOID18 height accuracy estimate available here.
 DH5389
 DH5389.Click photographs - Photos may exist for this station.
 DH5389
 DH5389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5389
 DH5389.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5389
 DH5389.The ellipsoidal height was determined by GPS observations
 DH5389.and is referenced to NAD 83.
 DH5389
 DH5389. The following values were computed from the NAD 83(2011) position.
 DH5389
 DH5389;                    North         East     Units Scale Factor Converg.
 DH5389;SPC WI S     -   207,177.554   554,831.446   MT  0.99996507   -0 23 09.9
 DH5389;SPC WI S     -   679,715.03  1,820,309.50   sFT  0.99996507   -0 23 09.9
 DH5389;UTM  15      - 4,859,606.289   695,922.941   MT  1.00007215   +1 41 24.0
 DH5389
 DH5389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5389!SPC WI S     -   0.99993794  x   0.99996507  =   0.99990302
 DH5389!UTM  15      -   0.99993794  x   1.00007215  =   1.00001009
 DH5389
 DH5389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9592259606(NAD 83)
 DH5389
 DH5389                          SUPERSEDED SURVEY CONTROL
 DH5389
 DH5389  NAD 83(2007)-  43 51 48.74764(N)    090 33 42.81614(W) AD(2002.00) 0
 DH5389  ELLIP H (02/10/07)  395.799  (m)                       GP(2002.00)    
 DH5389  NAD 83(1997)-  43 51 48.74763(N)    090 33 42.81663(W) AD(       ) 1
 DH5389  ELLIP H (08/01/05)  395.794  (m)                       GP(       ) 2 1
 DH5389  NAVD 88 (07/26/07)  429.46   (m)  GEOID03  model used  GPS OBS        
 DH5389
 DH5389.Superseded values are not recommended for survey control.
 DH5389
 DH5389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5389.See file dsdata.pdf to determine how the superseded data were derived.
 DH5389
 DH5389_MARKER: DD = SURVEY DISK
 DH5389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5389_STAMPING: 13-162W 1997
 DH5389_MARK LOGO: WI-081
 DH5389_PROJECTION: FLUSH
 DH5389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5389+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH5389
 DH5389  HISTORY     - Date     Condition        Report By
 DH5389  HISTORY     - 1997     MONUMENTED       WI-081
 DH5389  HISTORY     - 20030303 GOOD             WIDT
 DH5389  HISTORY     - 20100913 GOOD             WIDT
 DH5389
 DH5389                          STATION DESCRIPTION
 DH5389
 DH5389'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5389'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5389'STATE  HIGHWAY 131 WITH COUNTY HIGHWAY A ABOUT 5.6 MI SOUTH OF THE
 DH5389'CITY OF TOMAH.  GO WEST ON  COUNTY A HIGHWAY FOR 3.9 MI TO JULY ROAD,
 DH5389'TURN LEFT AND GO SOUTH ON JULY RD FOR 1 MI TO  COUNTY HIGHWAY U,
 DH5389'CONTINUE SOUTH ON COUNTY HIGHWAY U FOR 0.5 MI TO THE STATION ON THE
 DH5389'LEFT.  THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL MARK
 DH5389'DISK SET IN THE TOP  OF A 40-CM DIAMETER CONCRETE POST ABOUT LEVEL
 DH5389'WITH THE ROAD PAVEMENT.  THE STATION IS  10.8 M SOUTHEAST OF THE
 DH5389'CENTERLINE OF COUNTY HIGHWAY U, 18.4 M EAST-NORTHEAST OF THE  NORTH
 DH5389'POST FOR A --LEFT TURN ARROW SIGN-- , 12.6 M WEST OF A FENCE, 12.6 M
 DH5389'NORTH OF A FENCE,    8.0 M SOUTH-SOUTHEAST OF THE WEST WOOD POST FOR A
 DH5389'--RIGHT TURN ARROW-- SIGN AND  1.0 M NORTH, SOUTHEAST, SOUTHWEST OF
 DH5389'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.   ---NOTE---THIS STATION HAS
 DH5389'NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5389'HORIZON.
 DH5389
 DH5389                          STATION RECOVERY (2010)
 DH5389
 DH5389'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5389'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS.  TO
 DH5389'REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DH5389'HIGHWAY U APPROXIMATELY 7 MILES SOUTH OF THE CITY OF TOMAH, GO SOUTH
 DH5389'ON COUNTY HIGHWAY U FOR 1.5 MILES TO A CURVE TO THE RIGHT (WEST) AND
 DH5389'THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5707 ***********************************************************************
 DH5707  DESIGNATION -  13 181E
 DH5707  PID         -  DH5707
 DH5707  STATE/COUNTY-  WI/MONROE
 DH5707  COUNTRY     -  US
 DH5707  USGS QUAD   -  SHENNINGTON (2018)
 DH5707
 DH5707                         *CURRENT SURVEY CONTROL
 DH5707  ______________________________________________________________________
 DH5707* NAD 83(2011) POSITION- 44 02 12.98711(N) 090 19 03.78854(W)   ADJUSTED
 DH5707* NAD 83(2011) ELLIP HT-   244.824 (meters)        (06/27/12)   ADJUSTED
 DH5707* NAD 83(2011) EPOCH   -  2010.00
 DH5707* NAVD 88 ORTHO HEIGHT -   279.267 (meters)      916.23  (feet) ADJUSTED
 DH5707  ______________________________________________________________________
 DH5707  GEOID HEIGHT    -        -34.441 (meters)                     GEOID18
 DH5707  NAD 83(2011) X  -    -25,468.064 (meters)                     COMP
 DH5707  NAD 83(2011) Y  - -4,592,729.501 (meters)                     COMP
 DH5707  NAD 83(2011) Z  -  4,411,213.474 (meters)                     COMP
 DH5707  LAPLACE CORR    -         -6.81  (seconds)                    DEFLEC18
 DH5707  DYNAMIC HEIGHT  -        279.211 (meters)      916.04  (feet) COMP
 DH5707  MODELED GRAVITY -    980,412.4   (mgal)                       NAVD 88
 DH5707
 DH5707  VERT ORDER      -  SECOND    CLASS I
 DH5707
 DH5707  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5707  Standards:
 DH5707         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5707            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5707  -------------------------------------------------------------------
 DH5707  NETWORK    0.19   0.25           0.09   0.06   0.13      0.11299760
 DH5707  -------------------------------------------------------------------
 DH5707  Click here for local accuracies and other accuracy information.
 DH5707
 DH5707.The horizontal coordinates were established by GPS observations
 DH5707.and adjusted by the National Geodetic Survey in June 2012.
 DH5707
 DH5707.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5707.been affixed to the stable North American tectonic plate. See 
 DH5707.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5707
 DH5707.The horizontal coordinates are valid at the epoch date displayed above
 DH5707.which is a decimal equivalence of Year/Month/Day.
 DH5707
 DH5707.The orthometric height was determined by differential leveling and
 DH5707.adjusted by the WI DEPT OF TRANSP
 DH5707.in May 2012.
 DH5707
 DH5707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5707.GEOID18 height accuracy estimate available here.
 DH5707
 DH5707.Click photographs - Photos may exist for this station.
 DH5707
 DH5707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5707
 DH5707.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5707
 DH5707.The ellipsoidal height was determined by GPS observations
 DH5707.and is referenced to NAD 83.
 DH5707
 DH5707.The dynamic height is computed by dividing the NAVD 88
 DH5707.geopotential number by the normal gravity value computed on the
 DH5707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5707.degrees latitude (g = 980.6199 gals.).
 DH5707
 DH5707.The modeled gravity was interpolated from observed gravity values.
 DH5707
 DH5707. The following values were computed from the NAD 83(2011) position.
 DH5707
 DH5707;                    North         East     Units Scale Factor Converg.
 DH5707;SPC WI S     -   226,340.159   574,532.994   MT  0.99999410   -0 13 05.9
 DH5707;SPC WI S     -   742,584.34  1,884,947.00   sFT  0.99999410   -0 13 05.9
 DH5707;UTM  15      - 4,879,474.032   714,918.772   MT  1.00016813   +1 51 54.8
 DH5707
 DH5707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5707!SPC WI S     -   0.99996161  x   0.99999410  =   0.99995571
 DH5707!UTM  15      -   0.99996161  x   1.00016813  =   1.00012974
 DH5707
 DH5707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1491879474(NAD 83)
 DH5707
 DH5707                          SUPERSEDED SURVEY CONTROL
 DH5707
 DH5707  NAD 83(2007)-  44 02 12.98708(N)    090 19 03.78934(W) AD(2002.00) 0
 DH5707  ELLIP H (02/10/07)  244.852  (m)                       GP(2002.00)    
 DH5707  NAD 83(1997)-  44 02 12.98711(N)    090 19 03.78985(W) AD(       ) 1
 DH5707  ELLIP H (08/01/05)  244.849  (m)                       GP(       ) 2 1
 DH5707  NAVD 88             279.25   (m)          916.2    (f) LEVELING    3  
 DH5707  NAVD 88 (04/20/07)  279.252  (m)          916.18   (f) SUPERSEDED  2 1
 DH5707
 DH5707.Superseded values are not recommended for survey control.
 DH5707
 DH5707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5707.See file dsdata.pdf to determine how the superseded data were derived.
 DH5707
 DH5707_MARKER: DD = SURVEY DISK
 DH5707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5707_STAMPING: 13 181E
 DH5707_MARK LOGO: WI-081
 DH5707_PROJECTION: FLUSH
 DH5707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5707+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DH5707
 DH5707  HISTORY     - Date     Condition        Report By
 DH5707  HISTORY     - UNK      MONUMENTED       WI-081
 DH5707  HISTORY     - 20040520 GOOD             WIDT
 DH5707  HISTORY     - 20051228 GOOD             WIDT
 DH5707  HISTORY     - 20060926 GOOD             WIDT
 DH5707
 DH5707                          STATION DESCRIPTION
 DH5707
 DH5707'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5707'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH COUNTY
 DH5707'HIGHWAY PP  AND DRAGONFLY ROAD ABOUT 1 MI EAST OF THE VILLAGE OF
 DH5707'WYEVILLE, GO EAST ON STATE  HIGHWAY 21 FOR 1.7 MI TO DUBLIN ROAD ON
 DH5707'THE LEFT AND FUNNEL ROAD ON THE RIGHT, TURN LEFT  AND GO NORTH ON
 DH5707'DUBLIN ROAD FOR 0.75 MI TO THE STATION ON THE LEFT.  THE STATION IS A
 DH5707'BRONZE MONROE COUNTY GEODETIC CONTROL MARK DISK SET IN THE TOP OF A
 DH5707'60-CM DIAMETER  CONCRETE POST LOCATED WITHIN THE RIGHT OF WAY, ABOUT
 DH5707'LEVEL WITH THE ROAD PAVEMENT.   THE STATION IS 8.7 M WEST OF THE
 DH5707'CENTERLINE OF DUBLIN ROAD, 17.7 M WEST OF A POWER POLE,  17.6 M WEST
 DH5707'OF TELEPHONE PEDESTAL --A008--, 7 M NORTH OF A FIELD ENTRANCE, 1.0 M
 DH5707'NORTH AND  SOUTH OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5707'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5707'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5707
 DH5707                          STATION RECOVERY (2005)
 DH5707
 DH5707'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5707'RECOVERED AS DESCRIBED.
 DH5707
 DH5707                          STATION RECOVERY (2006)
 DH5707
 DH5707'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH5707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4631 ***********************************************************************
 DQ4631  DESIGNATION -  13 484 A
 DQ4631  PID         -  DQ4631
 DQ4631  STATE/COUNTY-  WI/DANE
 DQ4631  COUNTRY     -  US
 DQ4631  USGS QUAD   -  MADISON WEST (2018)
 DQ4631
 DQ4631                         *CURRENT SURVEY CONTROL
 DQ4631  ______________________________________________________________________
 DQ4631* NAD 83(1986) POSITION- 43 01 33.29   (N) 089 22 53.63   (W)   HD_HELD1
 DQ4631* NAVD 88 ORTHO HEIGHT -   259.878 (meters)      852.62  (feet) ADJUSTED
 DQ4631  ______________________________________________________________________
 DQ4631  GEOID HEIGHT    -        -34.273 (meters)                     GEOID18
 DQ4631  DYNAMIC HEIGHT  -        259.809 (meters)      852.39  (feet) COMP
 DQ4631  MODELED GRAVITY -    980,346.8   (mgal)                       NAVD 88
 DQ4631
 DQ4631  VERT ORDER      -  SECOND    CLASS I
 DQ4631
 DQ4631.The horizontal coordinates were determined by differentially corrected
 DQ4631.hand held GPS observations or other comparable positioning techniques
 DQ4631.and have an estimated accuracy of +/- 3 meters.
 DQ4631
 DQ4631.The orthometric height was determined by differential leveling and
 DQ4631.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4631.in April 2017.
 DQ4631
 DQ4631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4631.GEOID18 height accuracy estimate available here.
 DQ4631
 DQ4631.Click photographs - Photos may exist for this station.
 DQ4631
 DQ4631.The dynamic height is computed by dividing the NAVD 88
 DQ4631.geopotential number by the normal gravity value computed on the
 DQ4631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4631.degrees latitude (g = 980.6199 gals.).
 DQ4631
 DQ4631.The modeled gravity was interpolated from observed gravity values.
 DQ4631
 DQ4631;                    North         East    Units  Estimated Accuracy
 DQ4631;SPC WI S     -   114,156.2     650,403.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4631
 DQ4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0596066444(NAD 83)
 DQ4631
 DQ4631                          SUPERSEDED SURVEY CONTROL
 DQ4631
 DQ4631.No superseded survey control is available for this station.
 DQ4631
 DQ4631_MARKER: DV = VERTICAL CONTROL DISK
 DQ4631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ4631_SP_SET: BRIDGE WING WALL
 DQ4631_STAMPING: 13 484 A 2015
 DQ4631_MARK LOGO: WIDT
 DQ4631_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4631+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2015
 DQ4631
 DQ4631  HISTORY     - Date     Condition        Report By
 DQ4631  HISTORY     - 1997     MONUMENTED       WIDT
 DQ4631  HISTORY     - 20151119 GOOD             WIDT
 DQ4631
 DQ4631                          STATION DESCRIPTION
 DQ4631
 DQ4631'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4631'THE STATION IS LOCATED IN THE CITY OF FITCHBURG, APPROXIMATELY 5 MI
 DQ4631'(8.0 KM) WEST OF THE VILLAGE OF MCFARLAND AND 3.4 MI (5.5 KM) SOUTH OF
 DQ4631'THE WISCONSIN STATE CAPITOL BUILDING IN THE CITY OF MADISON.
 DQ4631'
 DQ4631'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH LACY ROAD
 DQ4631'(EXIT 134) ABOUT 6 MI (9.7 KM) NORTH OF THE VILLAGE OF OREGON, GO EAST
 DQ4631'ON LACY ROAD FOR 0.45 MI (0.72 KM) TO COUNTY HIGHWAY MM.  TURN LEFT
 DQ4631'AND GO NORTH ON COUNTY HIGHWAY MM FOR 0.95 MI (1.53 KM) TO MCCOY ROAD
 DQ4631'ON THE LEFT.  CONTINUE NORTH ON COUNTY HIGHWAY MM FOR 0.15 MI (0.24
 DQ4631'KM) TO A BRIDGE OVER NINE SPRINGS CREEK AND THE STATION ON THE RIGHT.
 DQ4631'
 DQ4631'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4631'VERTICAL CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF THE
 DQ4631'SOUTHEAST WING WALL OF THE BRIDGE B-13-484-97, ABOUT 1 M (3.3 FT)
 DQ4631'LOWER THAN THE HIGHWAY PAVEMENT GRADE.
 DQ4631'
 DQ4631'THE STATION IS 12.5 M (41.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 DQ4631'COUNTY HIGHWAY MM, 5.7 M (18.7 FT) EAST-NORTHEAST OF A METAL BEAM
 DQ4631'GUARD AND 6.5 M (21.3 FT) NORTHWEST OF A -WARNING DO NOT ANCHOR OR
 DQ4631'DREDGE- SIGN.
 DQ4631'
 DQ4631'NOTE-THE BENCH MARK WAS SET IN 1997 AND THE YEAR 2015 WAS STAMPED
 DQ4631'DURING THE SURVEY.
 DQ4631'
 DQ4631'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ4631'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5193 ***********************************************************************
 DK5193  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5193  DESIGNATION -  13 PIGEON NE GPS
 DK5193  PID         -  DK5193
 DK5193  STATE/COUNTY-  WI/TREMPEALEAU
 DK5193  COUNTRY     -  US
 DK5193  USGS QUAD   -  PIGEON FALLS (2018)
 DK5193
 DK5193                         *CURRENT SURVEY CONTROL
 DK5193  ______________________________________________________________________
 DK5193* NAD 83(2011) POSITION- 44 26 16.70728(N) 091 10 29.19893(W)   ADJUSTED
 DK5193* NAD 83(2011) ELLIP HT-   248.336 (meters)        (06/27/12)   ADJUSTED
 DK5193* NAD 83(2011) EPOCH   -  2010.00
 DK5193* NAVD 88 ORTHO HEIGHT -   280.00  (meters)      918.6   (feet) GPS OBS
 DK5193  ______________________________________________________________________
 DK5193  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5193  GEOID HEIGHT    -        -31.666 (meters)                     GEOID12A
 DK5193  GEOID HEIGHT    -        -31.664 (meters)                     GEOID18
 DK5193  NAD 83(2011) X  -    -93,525.618 (meters)                     COMP
 DK5193  NAD 83(2011) Y  - -4,560,754.987 (meters)                     COMP
 DK5193  NAD 83(2011) Z  -  4,443,143.445 (meters)                     COMP
 DK5193  LAPLACE CORR    -         -8.50  (seconds)                    DEFLEC18
 DK5193
 DK5193  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5193  Standards:
 DK5193         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5193            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5193  -------------------------------------------------------------------
 DK5193  NETWORK    0.29   0.27           0.13   0.10   0.14      0.04928488
 DK5193  -------------------------------------------------------------------
 DK5193  Click here for local accuracies and other accuracy information.
 DK5193
 DK5193.The horizontal coordinates were established by GPS observations
 DK5193.and adjusted by the National Geodetic Survey in June 2012.
 DK5193
 DK5193.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5193.been affixed to the stable North American tectonic plate. See 
 DK5193.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5193
 DK5193.The horizontal coordinates are valid at the epoch date displayed above
 DK5193.which is a decimal equivalence of Year/Month/Day.
 DK5193
 DK5193.The orthometric height was determined by GPS observations and a
 DK5193.high-resolution geoid model using precise GPS observation and
 DK5193.processing techniques.
 DK5193
 DK5193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5193.GEOID18 height accuracy estimate available here.
 DK5193
 DK5193.Click photographs - Photos may exist for this station.
 DK5193
 DK5193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5193
 DK5193.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5193
 DK5193.The ellipsoidal height was determined by GPS observations
 DK5193.and is referenced to NAD 83.
 DK5193
 DK5193. The following values were computed from the NAD 83(2011) position.
 DK5193
 DK5193;                    North         East     Units Scale Factor Converg.
 DK5193;SPC WI C     -    67,863.005   506,477.553   MT  0.99996977   -0 49 44.0
 DK5193;SPC WI C     -   222,647.21  1,661,668.44   sFT  0.99996977   -0 49 44.0
 DK5193;UTM  15      - 4,922,139.688   645,255.354   MT  0.99985948   +1 16 41.3
 DK5193
 DK5193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5193!SPC WI C     -   0.99996106  x   0.99996977  =   0.99993083
 DK5193!UTM  15      -   0.99996106  x   0.99985948  =   0.99982055
 DK5193
 DK5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4525522139(NAD 83)
 DK5193
 DK5193                          SUPERSEDED SURVEY CONTROL
 DK5193
 DK5193  NAD 83(2007)-  44 26 16.70741(N)    091 10 29.19985(W) AD(2002.00) 1
 DK5193  ELLIP H (07/29/08)  248.366  (m)                       GP(2002.00) 3 1
 DK5193  NAVD 88 (07/29/08)  280.00   (m)  GEOID03  model used  GPS OBS        
 DK5193
 DK5193.Superseded values are not recommended for survey control.
 DK5193
 DK5193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5193.See file dsdata.pdf to determine how the superseded data were derived.
 DK5193
 DK5193_MARKER: DD = SURVEY DISK
 DK5193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5193_STAMPING: 13 PIGEON NE GPS 1995
 DK5193_MARK LOGO: WI-121
 DK5193_PROJECTION: FLUSH
 DK5193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5193+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2011
 DK5193
 DK5193  HISTORY     - Date     Condition        Report By
 DK5193  HISTORY     - 1995     MONUMENTED       WI-121
 DK5193  HISTORY     - 20061101 GOOD             WIDT
 DK5193  HISTORY     - 20111003 GOOD             WIDT
 DK5193
 DK5193                          STATION DESCRIPTION
 DK5193
 DK5193'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 121 WITH
 DK5193'COUNTY HIGHWAY G JUST SOUTH OF THE COMMUNITY OF YORK ABOUT 10 MI (16.1
 DK5193'KM) NORTHEAST OF THE CITY OF WHITEHALL, GO WEST ON STATE HIGHWAY 121
 DK5193'FOR 1.05 MI (1.7 KM) TO SCHERMERHORN ROAD ON THE LEFT, CONTINUE WEST
 DK5193'ON STATE HIGHWAY 121 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DK5193'THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION
 DK5193'DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST,
 DK5193'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DK5193'THE STATION IS 11.4 M (37.4 FT) SOUTH OF THE CENTERLINE OF STATE
 DK5193'HIGHWAY 121, 29.8 M (97.8 FT) SOUTHEAST OF A POWER POLE --8812 AA
 DK5193'29--, 5 M (16.4 FT) EAST OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT)
 DK5193'SOUTH, NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5193'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5193'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES LOCATED ABOUT 10 M
 DK5193'(32.8 FT) SOUTH OF THE STATION EXTENDING TO 35 DEGREES ABOVE THE
 DK5193'HORIZON.
 DK5193
 DK5193                          STATION RECOVERY (2011)
 DK5193
 DK5193'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8424 ***********************************************************************
 DM8424  DESIGNATION -  13 SAN
 DM8424  PID         -  DM8424
 DM8424  STATE/COUNTY-  WI/TAYLOR
 DM8424  COUNTRY     -  US
 DM8424  USGS QUAD   -  WESTBORO (2018)
 DM8424
 DM8424                         *CURRENT SURVEY CONTROL
 DM8424  ______________________________________________________________________
 DM8424* NAD 83(1986) POSITION- 45 21 17.5    (N) 090 19 12.0    (W)   HD_HELD2
 DM8424* NAVD 88 ORTHO HEIGHT -   448.793 (meters)     1472.42  (feet) ADJUSTED
 DM8424  ______________________________________________________________________
 DM8424  GEOID HEIGHT    -        -31.070 (meters)                     GEOID18
 DM8424  DYNAMIC HEIGHT  -        448.761 (meters)     1472.31  (feet) COMP
 DM8424  MODELED GRAVITY -    980,530.0   (mgal)                       NAVD 88
 DM8424
 DM8424  VERT ORDER      -  SECOND    CLASS I
 DM8424
 DM8424.The horizontal coordinates were established by autonomous hand held GPS
 DM8424.observations and have an estimated accuracy of +/- 10 meters.
 DM8424
 DM8424.The orthometric height was determined by differential leveling and
 DM8424.adjusted by the WI DEPT OF TRANSP
 DM8424.in May 2012.
 DM8424
 DM8424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8424.GEOID18 height accuracy estimate available here.
 DM8424
 DM8424.Click photographs - Photos may exist for this station.
 DM8424
 DM8424.The dynamic height is computed by dividing the NAVD 88
 DM8424.geopotential number by the normal gravity value computed on the
 DM8424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8424.degrees latitude (g = 980.6199 gals.).
 DM8424
 DM8424.The modeled gravity was interpolated from observed gravity values.
 DM8424
 DM8424;                    North         East    Units  Estimated Accuracy
 DM8424;SPC WI C     -   169,124.      574,926.      MT  (+/- 10 meters HH2 GPS)
 DM8424
 DM8424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0991625866(NAD 83)
 DM8424
 DM8424                          SUPERSEDED SURVEY CONTROL
 DM8424
 DM8424.No superseded survey control is available for this station.
 DM8424
 DM8424_MARKER: DB = BENCH MARK DISK
 DM8424_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8424_SP_SET: BRIDGE ABUTMENT
 DM8424_STAMPING: 13 SAN 1966
 DM8424_MARK LOGO: USGS
 DM8424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8424+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2009
 DM8424
 DM8424  HISTORY     - Date     Condition        Report By
 DM8424  HISTORY     - 1966     MONUMENTED       USGS
 DM8424  HISTORY     - 20090605 GOOD             WIDT
 DM8424
 DM8424                          STATION DESCRIPTION
 DM8424
 DM8424'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8424'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DM8424'HIGHWAY D ON THE WEST SIDE OF THE COMMUNITY OF WESTBORO, GO WEST ON
 DM8424'COUNTY HIGHWAY D FOR 0.75 MI (1.2 KM) TO SILVER CREEK ROAD RIGHT.
 DM8424'CONTINUE SOUTHWEST ON COUNTY HIGHWAY D FOR 100 M (328.1 FT) TO A
 DM8424'BRIDGE OVER SILVER CREEK AND THE STATION ON THE LEFT.
 DM8424'
 DM8424'THE STATION IS A BRONZE US DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY
 DM8424'DISK SET IN THE TOP OF THE SOUTHEAST END OF THE EAST BRIDGE ABUTMENT
 DM8424'AND APPROXIMATELY 1.0 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DM8424'
 DM8424'THE STATION IS 5.6 M (18.4 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DM8424'HIGHWAY D AND 55 CM (22 INCHES) SOUTHWEST OF THE BACK WALL OF THE
 DM8424'BRIDGE ABUTMENT.
 DM8424'
 DM8424'NOTE-THE STATION HAS NO OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DM8424'ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST OF THE STATION
 DM8424'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0300 ***********************************************************************
 OM0300  DESIGNATION -  130
 OM0300  PID         -  OM0300
 OM0300  STATE/COUNTY-  WI/GREEN LAKE
 OM0300  COUNTRY     -  US
 OM0300  USGS QUAD   -  PRINCETON WEST (2018)
 OM0300
 OM0300                         *CURRENT SURVEY CONTROL
 OM0300  ______________________________________________________________________
 OM0300* NAD 83(1986) POSITION- 43 49 37.     (N) 089 09 26.     (W)   SCALED
 OM0300* NAVD 88 ORTHO HEIGHT -   233.265 (meters)      765.30  (feet) ADJUSTED
 OM0300  ______________________________________________________________________
 OM0300  GEOID HEIGHT    -        -36.122 (meters)                     GEOID18
 OM0300  DYNAMIC HEIGHT  -        233.212 (meters)      765.13  (feet) COMP
 OM0300  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 OM0300
 OM0300  VERT ORDER      -  SECOND    CLASS 0
 OM0300
 OM0300.The horizontal coordinates were scaled from a map and have
 OM0300.an estimated accuracy of +/- 6 seconds.
 OM0300
 OM0300.The orthometric height was determined by differential leveling and
 OM0300.adjusted by the NATIONAL GEODETIC SURVEY
 OM0300.in June 1991.
 OM0300
 OM0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0300.GEOID18 height accuracy estimate available here.
 OM0300
 OM0300.Click photographs - Photos may exist for this station.
 OM0300
 OM0300.The dynamic height is computed by dividing the NAVD 88
 OM0300.geopotential number by the normal gravity value computed on the
 OM0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0300.degrees latitude (g = 980.6199 gals.).
 OM0300
 OM0300.The modeled gravity was interpolated from observed gravity values.
 OM0300
 OM0300;                    North         East    Units  Estimated Accuracy
 OM0300;SPC WI S     -   203,300.      667,790.      MT  (+/- 180 meters Scaled)
 OM0300
 OM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP265549(NAD 83)
 OM0300
 OM0300                          SUPERSEDED SURVEY CONTROL
 OM0300
 OM0300  NGVD 29 (??/??/92)  233.296  (m)          765.41   (f) ADJ UNCH    2 0
 OM0300
 OM0300.Superseded values are not recommended for survey control.
 OM0300
 OM0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0300.See file dsdata.pdf to determine how the superseded data were derived.
 OM0300
 OM0300_MARKER: B = BOLT
 OM0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0300_STAMPING: USM 130
 OM0300_MARK LOGO: USACE
 OM0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0300+STABILITY: SURFACE MOTION
 OM0300
 OM0300  HISTORY     - Date     Condition        Report By
 OM0300  HISTORY     - UNK      MONUMENTED       USACE
 OM0300  HISTORY     - 1934     GOOD             CGS
 OM0300  HISTORY     - 1962     GOOD             USGS
 OM0300  HISTORY     - 20030514 MARK NOT FOUND   WIDT
 OM0300
 OM0300                          STATION DESCRIPTION
 OM0300
 OM0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0300'2.8 MI SW FROM PRINCETON.
 OM0300'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE CHICAGO
 OM0300'AND NORTH WESTERN RAILWAY STATION AT PRINCETON, GREEN LAKE
 OM0300'COUNTY, ON FOX RIVER, 32 FEET WEST OF THE FACE OF THE RIGHT LOCK
 OM0300'WALL, AND 2 FEET SOUTH OF THE UPPER LOCK GATE.  A CORPS OF
 OM0300'ENGINEERS, U.S. ARMY, STANDARD BOLT, STAMPED USM 130 AND SET
 OM0300'IN THE TOP OF A CONCRETE POST.
 OM0300
 OM0300                          STATION RECOVERY (1962)
 OM0300
 OM0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OM0300'RECOVERED IN GOOD CONDITION.
 OM0300
 OM0300                          STATION RECOVERY (2003)
 OM0300
 OM0300'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9580 ***********************************************************************
 AG9580  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9580  DESIGNATION -  130 BISHOP BRIDGE GPS
 AG9580  PID         -  AG9580
 AG9580  STATE/COUNTY-  WI/SAWYER
 AG9580  COUNTRY     -  US
 AG9580  USGS QUAD   -  WINTER (2018)
 AG9580
 AG9580                         *CURRENT SURVEY CONTROL
 AG9580  ______________________________________________________________________
 AG9580* NAD 83(2011) POSITION- 45 50 54.31467(N) 091 04 25.17071(W)   ADJUSTED
 AG9580* NAD 83(2011) ELLIP HT-   368.386 (meters)        (06/27/12)   ADJUSTED
 AG9580* NAD 83(2011) EPOCH   -  2010.00
 AG9580* NAVD 88 ORTHO HEIGHT -   398.28  (meters)     1306.7   (feet) GPS OBS
 AG9580  ______________________________________________________________________
 AG9580  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9580  GEOID HEIGHT    -        -29.887 (meters)                     GEOID12A
 AG9580  GEOID HEIGHT    -        -29.888 (meters)                     GEOID18
 AG9580  NAD 83(2011) X  -    -83,395.874 (meters)                     COMP
 AG9580  NAD 83(2011) Y  - -4,449,899.262 (meters)                     COMP
 AG9580  NAD 83(2011) Z  -  4,553,792.229 (meters)                     COMP
 AG9580  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 AG9580
 AG9580  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9580  Standards:
 AG9580         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9580            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9580  -------------------------------------------------------------------
 AG9580  NETWORK    0.39   0.82           0.18   0.13   0.42     -0.02774165
 AG9580  -------------------------------------------------------------------
 AG9580  Click here for local accuracies and other accuracy information.
 AG9580
 AG9580.The horizontal coordinates were established by GPS observations
 AG9580.and adjusted by the National Geodetic Survey in June 2012.
 AG9580
 AG9580.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9580.been affixed to the stable North American tectonic plate. See 
 AG9580.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9580
 AG9580.The horizontal coordinates are valid at the epoch date displayed above
 AG9580.which is a decimal equivalence of Year/Month/Day.
 AG9580
 AG9580.The orthometric height was determined by GPS observations and a
 AG9580.high-resolution geoid model using precise GPS observation and
 AG9580.processing techniques.
 AG9580
 AG9580.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9580.GEOID18 height accuracy estimate available here.
 AG9580
 AG9580.Click photographs - Photos may exist for this station.
 AG9580
 AG9580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9580
 AG9580.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9580
 AG9580.The ellipsoidal height was determined by GPS observations
 AG9580.and is referenced to NAD 83.
 AG9580
 AG9580. The following values were computed from the NAD 83(2011) position.
 AG9580
 AG9580;                    North         East     Units Scale Factor Converg.
 AG9580;SPC WI N     -    76,336.226   516,609.863   MT  0.99996080   -0 46 28.2
 AG9580;SPC WI N     -   250,446.43  1,694,910.86   sFT  0.99996080   -0 46 28.2
 AG9580;UTM  15      - 5,079,010.565   649,567.067   MT  0.99987502   +1 22 56.7
 AG9580
 AG9580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9580!SPC WI N     -   0.99994225  x   0.99996080  =   0.99990305
 AG9580!UTM  15      -   0.99994225  x   0.99987502  =   0.99981728
 AG9580
 AG9580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4956779010(NAD 83)
 AG9580
 AG9580                          SUPERSEDED SURVEY CONTROL
 AG9580
 AG9580  NAD 83(2007)-  45 50 54.31475(N)    091 04 25.17141(W) AD(2002.00) 0
 AG9580  ELLIP H (02/10/07)  368.418  (m)                       GP(2002.00)    
 AG9580  NAD 83(1997)-  45 50 54.31480(N)    091 04 25.17204(W) AD(       ) 1
 AG9580  ELLIP H (12/26/02)  368.433  (m)                       GP(       ) 3 2
 AG9580  NAD 83(1991)-  45 50 54.31441(N)    091 04 25.17099(W) AD(       ) 1
 AG9580  ELLIP H (04/30/98)  368.446  (m)                       GP(       ) 3 2
 AG9580  NAVD 88 (04/30/98)  398.2    (m)  GEOID96  model used  GPS OBS        
 AG9580
 AG9580.Superseded values are not recommended for survey control.
 AG9580
 AG9580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9580.See file dsdata.pdf to determine how the superseded data were derived.
 AG9580
 AG9580_MARKER: DD = SURVEY DISK
 AG9580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9580_STAMPING: 130 BISHOP BRIDGE GPS 1995
 AG9580_MARK LOGO: WI-113
 AG9580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9580+STABILITY: SURFACE MOTION
 AG9580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9580+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 AG9580
 AG9580  HISTORY     - Date     Condition        Report By
 AG9580  HISTORY     - 1995     MONUMENTED       WI-113
 AG9580  HISTORY     - 20080922 GOOD             WIDT
 AG9580  HISTORY     - 20100517 GOOD             WIDT
 AG9580
 AG9580                          STATION DESCRIPTION
 AG9580
 AG9580'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9580'STATION IS LOCATED ABOUT 35 MI (56.3 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9580'NE1/4-SE1/4, SECTION 23, T39N, R6W.  TO REACH THE STATION FROM THE
 AG9580'JUNCTION OF S.T.H.  27, S.T.H.  70 AND C.T.H.  G, IN OJIBWA, WHICH IS
 AG9580'35.1 MI (56.5 KM) SOUTHEAST OF HAYWARD, VIA S.T.H.  27 AND S.T.H.
 AG9580'27-70.  GO NORTH ON C.T.H.  G, 5.3 MI (8.5 KM) TO STATION.  STATION IS
 AG9580'LOCATED 0.25 MI (0.40 KM) EAST OF A BRIDGE OVER THE CHIPPEWA RIVER,
 AG9580'0.15 MI (0.24 KM) WEST OF THE JUNCTION OF C.T.H.  G AND DORSCHEID ROAD
 AG9580'AND 29 FT (8.8 M) SOUTH OF CENTERLINE OF C.T.H.  G. STATION MARK IS A
 AG9580'BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN
 AG9580'DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9580
 AG9580                          STATION RECOVERY (2008)
 AG9580
 AG9580'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9580'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AG9580'OF STATE HIGHWAY 70 WITH COUNTY HIGHWAY W (MAIN STREET) IN THE VILLAGE
 AG9580'OF WINTER, GO NORTH ON COUNTY HIGHWAY W FOR 2.4 MILES TO COUNTY
 AG9580'HIGHWAY G LEFT, TURN LEFT AND GO WEST ON COUNTY HIGHWAY G FOR 2.0
 AG9580'MILES TO DORSCHEID ROAD LEFT, CONTINUE WEST ON COUNTY HIGHWAY G FOR
 AG9580'0.15 MILE TO THE STATION ON THE LEFT.
 AG9580'THE STATION IS 8.8 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY G, 40.0
 AG9580'M SOUTHWEST OF TELEPHONE PEDESTAL --DMRD 3000 6-- NEXT TO A STAINLESS
 AG9580'STEEL CANISTER, 20.0 M SOUTHWEST OF A POWER POLE, AND 1.0 M SOUTH, 1.0
 AG9580'M NORTHWEST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AG9580'POSTS.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER
 AG9580'THAN 15 DEGREES ABOVE THE HORIZON.
 AG9580
 AG9580                          STATION RECOVERY (2010)
 AG9580
 AG9580'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9580'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9997 ***********************************************************************
 AF9997  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9997  DESIGNATION -  131 PLEOGER GPS
 AF9997  PID         -  AF9997
 AF9997  STATE/COUNTY-  WI/SAWYER
 AF9997  COUNTRY     -  US
 AF9997  USGS QUAD   -  INGRAM NW (2018)
 AF9997
 AF9997                         *CURRENT SURVEY CONTROL
 AF9997  ______________________________________________________________________
 AF9997* NAD 83(2011) POSITION- 45 43 26.01832(N) 090 55 52.08828(W)   ADJUSTED
 AF9997* NAD 83(2011) ELLIP HT-   393.006 (meters)        (06/27/12)   ADJUSTED
 AF9997* NAD 83(2011) EPOCH   -  2010.00
 AF9997* NAVD 88 ORTHO HEIGHT -   423.32  (meters)     1388.8   (feet) GPS OBS
 AF9997  ______________________________________________________________________
 AF9997  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AF9997  GEOID HEIGHT    -        -30.294 (meters)                     GEOID12A
 AF9997  GEOID HEIGHT    -        -30.292 (meters)                     GEOID18
 AF9997  NAD 83(2011) X  -    -72,488.030 (meters)                     COMP
 AF9997  NAD 83(2011) Y  - -4,460,029.669 (meters)                     COMP
 AF9997  NAD 83(2011) Z  -  4,544,157.584 (meters)                     COMP
 AF9997  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 AF9997
 AF9997  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9997  Standards:
 AF9997         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9997            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9997  -------------------------------------------------------------------
 AF9997  NETWORK    0.35   0.84           0.16   0.12   0.43      0.00426997
 AF9997  -------------------------------------------------------------------
 AF9997  Click here for local accuracies and other accuracy information.
 AF9997
 AF9997.The horizontal coordinates were established by GPS observations
 AF9997.and adjusted by the National Geodetic Survey in June 2012.
 AF9997
 AF9997.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9997.been affixed to the stable North American tectonic plate. See 
 AF9997.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9997
 AF9997.The horizontal coordinates are valid at the epoch date displayed above
 AF9997.which is a decimal equivalence of Year/Month/Day.
 AF9997
 AF9997.The orthometric height was determined by GPS observations and a
 AF9997.high-resolution geoid model using precise GPS observation and
 AF9997.processing techniques.
 AF9997
 AF9997.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9997.GEOID18 height accuracy estimate available here.
 AF9997
 AF9997.Click photographs - Photos may exist for this station.
 AF9997
 AF9997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9997
 AF9997.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9997
 AF9997.The ellipsoidal height was determined by GPS observations
 AF9997.and is referenced to NAD 83.
 AF9997
 AF9997. The following values were computed from the NAD 83(2011) position.
 AF9997
 AF9997;                    North         East     Units Scale Factor Converg.
 AF9997;SPC WI N     -    62,357.128   527,516.698   MT  0.99997518   -0 40 18.1
 AF9997;SPC WI N     -   204,583.34  1,730,694.37   sFT  0.99997518   -0 40 18.1
 AF9997;UTM  15      - 5,065,452.472   660,991.063   MT  0.99991865   +1 28 53.7
 AF9997
 AF9997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9997!SPC WI N     -   0.99993839  x   0.99997518  =   0.99991357
 AF9997!UTM  15      -   0.99993839  x   0.99991865  =   0.99985705
 AF9997
 AF9997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6099165452(NAD 83)
 AF9997
 AF9997                          SUPERSEDED SURVEY CONTROL
 AF9997
 AF9997  NAD 83(2007)-  45 43 26.01841(N)    090 55 52.08899(W) AD(2002.00) 0
 AF9997  ELLIP H (02/10/07)  393.037  (m)                       GP(2002.00)    
 AF9997  NAD 83(1997)-  45 43 26.01846(N)    090 55 52.08961(W) AD(       ) 1
 AF9997  ELLIP H (12/26/02)  393.057  (m)                       GP(       ) 3 2
 AF9997  NAD 83(1991)-  45 43 26.01799(N)    090 55 52.08856(W) AD(       ) 1
 AF9997  ELLIP H (04/30/98)  393.078  (m)                       GP(       ) 3 2
 AF9997  NAVD 88 (04/30/98)  423.3    (m)  GEOID96  model used  GPS OBS        
 AF9997
 AF9997.Superseded values are not recommended for survey control.
 AF9997
 AF9997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9997.See file dsdata.pdf to determine how the superseded data were derived.
 AF9997
 AF9997_MARKER: DD = SURVEY DISK
 AF9997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9997_STAMPING: 131 PLEOGER GPS 1995
 AF9997_MARK LOGO: WI-113
 AF9997_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9997+STABILITY: SURFACE MOTION
 AF9997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9997+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2010
 AF9997
 AF9997  HISTORY     - Date     Condition        Report By
 AF9997  HISTORY     - 1995     MONUMENTED       WI-113
 AF9997  HISTORY     - 20100603 GOOD             WIDT
 AF9997
 AF9997                          STATION DESCRIPTION
 AF9997
 AF9997'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9997'STATION IS LOCATED ABOUT 33 MI (53.1 KM) SOUTHEAST OF HAYWARD, IN THE
 AF9997'NW1/4, SECTION 1, T37N, R5W.  TO REACH STATION FROM THE JUNCTION OF
 AF9997'S.T.H.  70 AND C.T.H.  W, IN WINTER, WHICH IS 32.8 MI (52.8 KM)
 AF9997'SOUTHEAST OF HAYWARD, VIA C.T.H.  B AND C.T.H.  W.  GO SOUTHEAST ON
 AF9997'C.T.H.  W, 5.7 MI (9.2 KM) TO THE JUNCTION WITH CONSOLIDATED LUMBER CO
 AF9997'ROAD, TURN RIGHT AND SOUTH ON CONSOLIDATED LUMBER CO ROAD, GO 1.9 MI
 AF9997'(3.1 KM) ROAD FORKS RIGHT, STAY LEFT, AT 2.5 MI (4.0 KM) ROAD FORKS
 AF9997'LEFT, STAY RIGHT, AT 5.0 MI (8.0 KM) ROAD FORKS RIGHT, STAY LEFT, AT
 AF9997'5.9 MI (9.5 KM) ROAD FORKS RIGHT, STAY LEFT, AT 6.0 MI (9.7 KM) ROAD
 AF9997'FORKS LEFT, STAY RIGHT, AT 6.3 MI (10.1 KM) ROAD FORKS RIGHT, STAY
 AF9997'LEFT, AT 6.5 MI (10.5 KM) ROAD FORKS LEFT, STAY RIGHT, AT 7.0 MI (11.3
 AF9997'KM) IS STATION.  STATION IS LOCATED AT 4-WAY JUNCTION OF CONSOLIDATED
 AF9997'LUMBER CO ROADS, IN THE NW QUADRANT, 37.5 FT (11.4 M) WEST, 40.0 FT
 AF9997'(12.2 M) NORTH OF CENTERLINES OF CONSOLIDATED LUMBER CO ROADS, AND 1.8
 AF9997'FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.  STATION MARK IS A BRASS
 AF9997'CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY
 AF9997'6 FT (1.8 M) LONG, FLUSH IN GROUND.  KEY MAY BE NEEDED SEE COUNTY REP.
 AF9997
 AF9997                          STATION RECOVERY (2010)
 AF9997
 AF9997'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9997'-NOTE-CARSONITE WITNESS POST HAS BEEN REMOVED AND MARK IS 1 M (3.3 FT)
 AF9997'FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 AF9997'OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9584 ***********************************************************************
 AG9584  DESIGNATION -  132 OJIBWA GPS
 AG9584  PID         -  AG9584
 AG9584  STATE/COUNTY-  WI/SAWYER
 AG9584  COUNTRY     -  US
 AG9584  USGS QUAD   -  WINTER (2018)
 AG9584
 AG9584                         *CURRENT SURVEY CONTROL
 AG9584  ______________________________________________________________________
 AG9584* NAD 83(2011) POSITION- 45 47 44.89595(N) 091 07 23.36418(W)   ADJUSTED
 AG9584* NAD 83(2011) ELLIP HT-   355.879 (meters)        (06/27/12)   ADJUSTED
 AG9584* NAD 83(2011) EPOCH   -  2010.00
 AG9584* NAVD 88 ORTHO HEIGHT -   385.870 (meters)     1265.98  (feet) ADJUSTED
 AG9584  ______________________________________________________________________
 AG9584  GEOID HEIGHT    -        -30.001 (meters)                     GEOID18
 AG9584  NAD 83(2011) X  -    -87,322.185 (meters)                     COMP
 AG9584  NAD 83(2011) Y  - -4,454,010.475 (meters)                     COMP
 AG9584  NAD 83(2011) Z  -  4,549,707.492 (meters)                     COMP
 AG9584  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 AG9584  DYNAMIC HEIGHT  -        385.859 (meters)     1265.94  (feet) COMP
 AG9584  MODELED GRAVITY -    980,574.9   (mgal)                       NAVD 88
 AG9584
 AG9584  VERT ORDER      -  SECOND    CLASS I
 AG9584
 AG9584  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9584  Standards:
 AG9584         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9584            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9584  -------------------------------------------------------------------
 AG9584  NETWORK    0.48   1.02           0.22   0.16   0.52     -0.08079779
 AG9584  -------------------------------------------------------------------
 AG9584  Click here for local accuracies and other accuracy information.
 AG9584
 AG9584.The horizontal coordinates were established by GPS observations
 AG9584.and adjusted by the National Geodetic Survey in June 2012.
 AG9584
 AG9584.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9584.been affixed to the stable North American tectonic plate. See 
 AG9584.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9584
 AG9584.The horizontal coordinates are valid at the epoch date displayed above
 AG9584.which is a decimal equivalence of Year/Month/Day.
 AG9584
 AG9584.The orthometric height was determined by differential leveling and
 AG9584.adjusted by the WI DEPT OF TRANSP
 AG9584.in May 2012.
 AG9584
 AG9584.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9584.GEOID18 height accuracy estimate available here.
 AG9584
 AG9584.Click photographs - Photos may exist for this station.
 AG9584
 AG9584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9584
 AG9584.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9584
 AG9584.The ellipsoidal height was determined by GPS observations
 AG9584.and is referenced to NAD 83.
 AG9584
 AG9584.The dynamic height is computed by dividing the NAVD 88
 AG9584.geopotential number by the normal gravity value computed on the
 AG9584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9584.degrees latitude (g = 980.6199 gals.).
 AG9584
 AG9584.The modeled gravity was interpolated from observed gravity values.
 AG9584
 AG9584. The following values were computed from the NAD 83(2011) position.
 AG9584
 AG9584;                    North         East     Units Scale Factor Converg.
 AG9584;SPC WI N     -    70,542.002   512,682.939   MT  0.99996630   -0 48 36.8
 AG9584;SPC WI N     -   231,436.55  1,682,027.28   sFT  0.99996630   -0 48 36.8
 AG9584;UTM  15      - 5,073,073.249   645,861.297   MT  0.99986156   +1 20 44.4
 AG9584
 AG9584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9584!SPC WI N     -   0.99994421  x   0.99996630  =   0.99991051
 AG9584!UTM  15      -   0.99994421  x   0.99986156  =   0.99980578
 AG9584
 AG9584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4586173073(NAD 83)
 AG9584
 AG9584                          SUPERSEDED SURVEY CONTROL
 AG9584
 AG9584  NAD 83(2007)-  45 47 44.89603(N)    091 07 23.36488(W) AD(2002.00) 0
 AG9584  ELLIP H (02/10/07)  355.911  (m)                       GP(2002.00)    
 AG9584  NAD 83(1997)-  45 47 44.89609(N)    091 07 23.36549(W) AD(       ) 1
 AG9584  ELLIP H (12/26/02)  355.926  (m)                       GP(       ) 3 2
 AG9584  NAD 83(1991)-  45 47 44.89567(N)    091 07 23.36443(W) AD(       ) 1
 AG9584  ELLIP H (04/30/98)  355.940  (m)                       GP(       ) 3 2
 AG9584  NAVD 88             385.87   (m)         1266.0    (f) LEVELING    3  
 AG9584  NAVD 88 (04/30/98)  385.8    (m)  GEOID96  model used  GPS OBS        
 AG9584
 AG9584.Superseded values are not recommended for survey control.
 AG9584
 AG9584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9584.See file dsdata.pdf to determine how the superseded data were derived.
 AG9584
 AG9584_MARKER: DD = SURVEY DISK
 AG9584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9584_STAMPING: 132 OJIBWA GPS 1995
 AG9584_MARK LOGO: WI-113
 AG9584_PROJECTION: FLUSH
 AG9584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9584+STABILITY: SURFACE MOTION
 AG9584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9584+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 AG9584
 AG9584  HISTORY     - Date     Condition        Report By
 AG9584  HISTORY     - 1995     MONUMENTED       WI-113
 AG9584  HISTORY     - 20100519 GOOD             WIDT
 AG9584
 AG9584                          STATION DESCRIPTION
 AG9584
 AG9584'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9584'STATION IS LOCATED ABOUT 23 MI (37.0 KM) SOUTHEAST OF HAYWARD, IN
 AG9584'SECTION 9, T38N, R6W.  TO REACH STATION FROM THE JUNCTION OF S.T.H.
 AG9584'27, S.T.H.  70, AND C.T.H.  G, IN OJIBWA, WHICH IS 35.1 MI (56.5 KM)
 AG9584'SOUTHEAST OF HAYWARD, VIA S.T.H.  27 AND S.T.H.  27-70.  GO WEST ON
 AG9584'S.T.H.  27-70, 0.25 MI (0.40 KM) TO THE JUNCTION WITH DEER LANE, TURN
 AG9584'LEFT AND SOUTH ON DEER LANE, GO 228 FT (69.5 M) TO JUNCTION WITH
 AG9584'DRIVEWAY TO GRAVEL PIT, TURN RIGHT ON DRIVEWAY TO GRAVEL PIT, GO 0.1
 AG9584'MI (0.2 KM) TO STATION.  STATION IS LOCATED 75 FT (22.9 M) SOUTH OF
 AG9584'CENTERLINE OF TUSCOBIA STATE TRAIL, 2.0 FT (0.6 M) NORTHWEST OF A
 AG9584'CARSONITE WITNESS POST AND 2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS
 AG9584'POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9584'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9584
 AG9584                          STATION RECOVERY (2010)
 AG9584
 AG9584'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9584'RECOVERED IN GOOD CONDITION.
 AG9584'
 AG9584'NOTE-ADD MARK IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD
 AG9584'POSTS SURROUNDING THE STATION AND IS 250 FT (76.2 M) NORTH-NORTHWEST
 AG9584'OF A MOTOR HOME WITH ATTACHED DECK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0303 ***********************************************************************
 OM0303  DESIGNATION -  133
 OM0303  PID         -  OM0303
 OM0303  STATE/COUNTY-  WI/GREEN LAKE
 OM0303  COUNTRY     -  US
 OM0303  USGS QUAD   -  PRINCETON WEST (2018)
 OM0303
 OM0303                         *CURRENT SURVEY CONTROL
 OM0303  ______________________________________________________________________
 OM0303* NAD 83(1986) POSITION- 43 49 49.     (N) 089 10 45.     (W)   SCALED
 OM0303* NAVD 88 ORTHO HEIGHT -   233.815 (meters)      767.11  (feet) ADJUSTED
 OM0303  ______________________________________________________________________
 OM0303  GEOID HEIGHT    -        -36.126 (meters)                     GEOID18
 OM0303  DYNAMIC HEIGHT  -        233.762 (meters)      766.93  (feet) COMP
 OM0303  MODELED GRAVITY -    980,387.2   (mgal)                       NAVD 88
 OM0303
 OM0303  VERT ORDER      -  SECOND    CLASS 0
 OM0303
 OM0303.The horizontal coordinates were scaled from a map and have
 OM0303.an estimated accuracy of +/- 6 seconds.
 OM0303
 OM0303.The orthometric height was determined by differential leveling and
 OM0303.adjusted by the NATIONAL GEODETIC SURVEY
 OM0303.in June 1991.
 OM0303
 OM0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0303.GEOID18 height accuracy estimate available here.
 OM0303
 OM0303.Click photographs - Photos may exist for this station.
 OM0303
 OM0303.The dynamic height is computed by dividing the NAVD 88
 OM0303.geopotential number by the normal gravity value computed on the
 OM0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0303.degrees latitude (g = 980.6199 gals.).
 OM0303
 OM0303.The modeled gravity was interpolated from observed gravity values.
 OM0303
 OM0303;                    North         East    Units  Estimated Accuracy
 OM0303;SPC WI S     -   203,660.      666,020.      MT  (+/- 180 meters Scaled)
 OM0303
 OM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP247553(NAD 83)
 OM0303
 OM0303                          SUPERSEDED SURVEY CONTROL
 OM0303
 OM0303  NGVD 29 (??/??/92)  233.846  (m)          767.21   (f) ADJ UNCH    2 0
 OM0303
 OM0303.Superseded values are not recommended for survey control.
 OM0303
 OM0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0303.See file dsdata.pdf to determine how the superseded data were derived.
 OM0303
 OM0303_MARKER: R = RIVET
 OM0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0303_STAMPING: USM BM 133
 OM0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0303+STABILITY: SURFACE MOTION
 OM0303
 OM0303  HISTORY     - Date     Condition        Report By
 OM0303  HISTORY     - UNK      MONUMENTED       USACE
 OM0303  HISTORY     - 1934     GOOD             CGS
 OM0303  HISTORY     - 20030514 MARK NOT FOUND   WIDT
 OM0303
 OM0303                          STATION DESCRIPTION
 OM0303
 OM0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0303'4.5 MI SW FROM PRINCETON.
 OM0303'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE CHICAGO AND
 OM0303'NORTH WESTERN RAILWAY STATION AT PRINCETON, GREEN LAKE COUNTY,
 OM0303'30 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE
 OM0303'ON THE NORTH BANK OF FOX RIVER, AND ABOUT 120 FEET DIRECTLY NORTH
 OM0303'OF A LARGE TREE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 OM0303'RIVET, STAMPED USM BM 133 AND SET IN THE TOP OF A CONCRETE POST.
 OM0303
 OM0303                          STATION RECOVERY (2003)
 OM0303
 OM0303'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0303'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9541 ***********************************************************************
 AG9541  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9541  DESIGNATION -  133 BEAVER CREEK GPS
 AG9541  PID         -  AG9541
 AG9541  STATE/COUNTY-  WI/SAWYER
 AG9541  COUNTRY     -  US
 AG9541  USGS QUAD   -  BABBS ISLAND (2018)
 AG9541
 AG9541                         *CURRENT SURVEY CONTROL
 AG9541  ______________________________________________________________________
 AG9541* NAD 83(2011) POSITION- 45 48 19.21861(N) 090 48 26.27597(W)   ADJUSTED
 AG9541* NAD 83(2011) ELLIP HT-   419.998 (meters)        (04/15/13)   ADJUSTED
 AG9541* NAD 83(2011) EPOCH   -  2010.00
 AG9541* NAVD 88 ORTHO HEIGHT -   450.31  (meters)     1477.4   (feet) GPS OBS
 AG9541  ______________________________________________________________________
 AG9541  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9541  GEOID HEIGHT    -        -30.304 (meters)                     GEOID12A
 AG9541  GEOID HEIGHT    -        -30.306 (meters)                     GEOID18
 AG9541  NAD 83(2011) X  -    -62,757.020 (meters)                     COMP
 AG9541  NAD 83(2011) Y  - -4,453,709.197 (meters)                     COMP
 AG9541  NAD 83(2011) Z  -  4,550,492.275 (meters)                     COMP
 AG9541  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 AG9541
 AG9541  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9541  Standards:
 AG9541         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9541            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9541  -------------------------------------------------------------------
 AG9541  NETWORK    0.51   1.53           0.23   0.18   0.78     -0.00079133
 AG9541  -------------------------------------------------------------------
 AG9541  Click here for local accuracies and other accuracy information.
 AG9541
 AG9541.The horizontal coordinates were established by GPS observations
 AG9541.and adjusted by the National Geodetic Survey in June 2012.
 AG9541
 AG9541.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9541.been affixed to the stable North American tectonic plate. See 
 AG9541.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9541
 AG9541.The horizontal coordinates are valid at the epoch date displayed above
 AG9541.which is a decimal equivalence of Year/Month/Day.
 AG9541
 AG9541.The orthometric height was determined by GPS observations and a
 AG9541.high-resolution geoid model using precise GPS observation and
 AG9541.processing techniques.
 AG9541
 AG9541.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9541.GEOID18 height accuracy estimate available here.
 AG9541
 AG9541.Click photographs - Photos may exist for this station.
 AG9541
 AG9541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9541
 AG9541.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9541
 AG9541.The ellipsoidal height was determined by GPS observations
 AG9541.and is referenced to NAD 83.
 AG9541
 AG9541. The following values were computed from the NAD 83(2011) position.
 AG9541
 AG9541;                    North         East     Units Scale Factor Converg.
 AG9541;SPC WI N     -    71,303.184   537,248.290   MT  0.99996524   -0 34 56.5
 AG9541;SPC WI N     -   233,933.86  1,762,622.10   sFT  0.99996524   -0 34 56.5
 AG9541;UTM  15      - 5,074,757.680   670,379.225   MT  0.99995689   +1 34 21.0
 AG9541
 AG9541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9541!SPC WI N     -   0.99993416  x   0.99996524  =   0.99989940
 AG9541!UTM  15      -   0.99993416  x   0.99995689  =   0.99989105
 AG9541
 AG9541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7037974757(NAD 83)
 AG9541
 AG9541                          SUPERSEDED SURVEY CONTROL
 AG9541
 AG9541  ELLIP H (06/27/12)  419.962  (m)                       GP(2010.00)    
 AG9541  ELLIP H (04/06/12)  420.024  (m)                       GP(       ) 1 1
 AG9541  NAD 83(2007)-  45 48 19.21870(N)    090 48 26.27667(W) AD(2002.00) 0
 AG9541  ELLIP H (02/10/07)  419.993  (m)                       GP(2002.00)    
 AG9541  NAD 83(1997)-  45 48 19.21877(N)    090 48 26.27730(W) AD(       ) 1
 AG9541  ELLIP H (12/26/02)  420.010  (m)                       GP(       ) 3 2
 AG9541  NAD 83(1991)-  45 48 19.21837(N)    090 48 26.27622(W) AD(       ) 1
 AG9541  ELLIP H (04/30/98)  420.026  (m)                       GP(       ) 3 2
 AG9541  NAVD 88 (04/30/98)  450.2    (m)  GEOID96  model used  GPS OBS        
 AG9541
 AG9541.Superseded values are not recommended for survey control.
 AG9541
 AG9541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9541.See file dsdata.pdf to determine how the superseded data were derived.
 AG9541
 AG9541_MARKER: DD = SURVEY DISK
 AG9541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9541_STAMPING: 133 BEAVER CREEK GPS 1995
 AG9541_MARK LOGO: WI-113
 AG9541_PROJECTION: FLUSH
 AG9541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9541+STABILITY: SURFACE MOTION
 AG9541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9541+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 AG9541
 AG9541  HISTORY     - Date     Condition        Report By
 AG9541  HISTORY     - 1995     MONUMENTED       WI-113
 AG9541  HISTORY     - 20100519 GOOD             WIDT
 AG9541
 AG9541                          STATION DESCRIPTION
 AG9541
 AG9541'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9541'STATION IS LOCATED ABOUT 32 MI (51.5 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9541'NW1/4-NW1/4, SECTION 1, T38N, R4W.  TO REACH STATION FROM THE JUNCTION
 AG9541'OF S.T.H.  70 AND C.T.H.  W, IN WINTER, WHICH IS 32.8 MI (52.8 KM)
 AG9541'SOUTHEAST OF HAYWARD, VIA C.T.H.  B AND C.T.H.  W.  GO SOUTHEAST ON
 AG9541'C.T.H.  W, 11.4 MI (18.3 KM) TO THE JUNCTION WITH A CONSOLIDATED
 AG9541'LUMBER CO ROAD, YELLOW GATE, TURN LEFT AND NORTH ON CONSOLIDATED
 AG9541'LUMBER CO ROAD, STAY ON MAIN ROAD, GO 2.2 MI (3.5 KM) TO STATION.
 AG9541'STATION IS LOCATED 30.5 FT (9.3 M) WEST OF CENTERLINE OF CONSOLIDATED
 AG9541'LUMBER CO ROAD, 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST AND
 AG9541'2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS POST. STATION MARK IS A
 AG9541'BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN
 AG9541'DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND. KEY MAY BE NEEDED SEE
 AG9541'COUNTY REP.
 AG9541
 AG9541                          STATION RECOVERY (2010)
 AG9541
 AG9541'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9541'-NOTE-CARSONITE WITNESS POSTS HAVE BEEN REMOVED AND MARK IS 1 M (3.3
 AG9541'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 AG9541'OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9589 ***********************************************************************
 AG9589  DESIGNATION -  134 DRY CREEK GPS
 AG9589  PID         -  AG9589
 AG9589  STATE/COUNTY-  WI/SAWYER
 AG9589  COUNTRY     -  US
 AG9589  USGS QUAD   -  LAKE WINTER (2018)
 AG9589
 AG9589                         *CURRENT SURVEY CONTROL
 AG9589  ______________________________________________________________________
 AG9589* NAD 83(2011) POSITION- 45 47 01.10190(N) 090 54 11.53078(W)   ADJUSTED
 AG9589* NAD 83(2011) ELLIP HT-   417.211 (meters)        (06/27/12)   ADJUSTED
 AG9589* NAD 83(2011) EPOCH   -  2010.00
 AG9589* NAVD 88 ORTHO HEIGHT -   447.463 (meters)     1468.05  (feet) ADJUSTED
 AG9589  ______________________________________________________________________
 AG9589  GEOID HEIGHT    -        -30.241 (meters)                     GEOID18
 AG9589  NAD 83(2011) X  -    -70,238.961 (meters)                     COMP
 AG9589  NAD 83(2011) Y  - -4,455,324.748 (meters)                     COMP
 AG9589  NAD 83(2011) Z  -  4,548,808.581 (meters)                     COMP
 AG9589  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 AG9589  DYNAMIC HEIGHT  -        447.443 (meters)     1467.99  (feet) COMP
 AG9589  MODELED GRAVITY -    980,557.2   (mgal)                       NAVD 88
 AG9589
 AG9589  VERT ORDER      -  SECOND    CLASS I
 AG9589
 AG9589  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9589  Standards:
 AG9589         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9589            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9589  -------------------------------------------------------------------
 AG9589  NETWORK    0.48   1.00           0.22   0.17   0.51      0.03559975
 AG9589  -------------------------------------------------------------------
 AG9589  Click here for local accuracies and other accuracy information.
 AG9589
 AG9589.The horizontal coordinates were established by GPS observations
 AG9589.and adjusted by the National Geodetic Survey in June 2012.
 AG9589
 AG9589.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9589.been affixed to the stable North American tectonic plate. See 
 AG9589.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9589
 AG9589.The horizontal coordinates are valid at the epoch date displayed above
 AG9589.which is a decimal equivalence of Year/Month/Day.
 AG9589
 AG9589.The orthometric height was determined by differential leveling and
 AG9589.adjusted by the WI DEPT OF TRANSP
 AG9589.in May 2012.
 AG9589
 AG9589.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9589.GEOID18 height accuracy estimate available here.
 AG9589
 AG9589.Click photographs - Photos may exist for this station.
 AG9589
 AG9589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9589
 AG9589.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9589
 AG9589.The ellipsoidal height was determined by GPS observations
 AG9589.and is referenced to NAD 83.
 AG9589
 AG9589.The dynamic height is computed by dividing the NAVD 88
 AG9589.geopotential number by the normal gravity value computed on the
 AG9589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9589.degrees latitude (g = 980.6199 gals.).
 AG9589
 AG9589.The modeled gravity was interpolated from observed gravity values.
 AG9589
 AG9589. The following values were computed from the NAD 83(2011) position.
 AG9589
 AG9589;                    North         East     Units Scale Factor Converg.
 AG9589;SPC WI N     -    68,971.896   529,766.499   MT  0.99996769   -0 39 05.6
 AG9589;SPC WI N     -   226,285.30  1,738,075.59   sFT  0.99996769   -0 39 05.6
 AG9589;UTM  15      - 5,072,146.800   662,990.561   MT  0.99992661   +1 30 11.3
 AG9589
 AG9589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9589!SPC WI N     -   0.99993460  x   0.99996769  =   0.99990229
 AG9589!UTM  15      -   0.99993460  x   0.99992661  =   0.99986121
 AG9589
 AG9589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6299072146(NAD 83)
 AG9589
 AG9589                          SUPERSEDED SURVEY CONTROL
 AG9589
 AG9589  NAD 83(2007)-  45 47 01.10199(N)    090 54 11.53149(W) AD(2002.00) 0
 AG9589  ELLIP H (02/10/07)  417.242  (m)                       GP(2002.00)    
 AG9589  NAD 83(1997)-  45 47 01.10208(N)    090 54 11.53214(W) AD(       ) 1
 AG9589  ELLIP H (12/26/02)  417.263  (m)                       GP(       ) 3 2
 AG9589  NAD 83(1991)-  45 47 01.10165(N)    090 54 11.53108(W) AD(       ) 1
 AG9589  ELLIP H (04/30/98)  417.280  (m)                       GP(       ) 3 2
 AG9589  NAVD 88             447.46   (m)         1468.0    (f) LEVELING    3  
 AG9589  NAVD 88 (04/30/98)  447.4    (m)  GEOID96  model used  GPS OBS        
 AG9589
 AG9589.Superseded values are not recommended for survey control.
 AG9589
 AG9589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9589.See file dsdata.pdf to determine how the superseded data were derived.
 AG9589
 AG9589_MARKER: DD = SURVEY DISK
 AG9589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9589_STAMPING: 134 DRY CREEK GPS 1995
 AG9589_MARK LOGO: WI-113
 AG9589_PROJECTION: FLUSH
 AG9589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9589+STABILITY: SURFACE MOTION
 AG9589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9589+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 AG9589
 AG9589  HISTORY     - Date     Condition        Report By
 AG9589  HISTORY     - 1995     MONUMENTED       WI-113
 AG9589  HISTORY     - 20080919 GOOD             WIDT
 AG9589  HISTORY     - 20100519 GOOD             WIDT
 AG9589
 AG9589                          STATION DESCRIPTION
 AG9589
 AG9589'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9589'STATION IS LOCATED ABOUT 32 MI (51.5 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9589'NW1/4-NW1/4, SECTION 17, T38N, R4W.  TO REACH STATION FROM THE
 AG9589'JUNCTION OF S.T.H.  70 AND C.T.H.  W, IN WINTER, WHICH IS 32.8 MI
 AG9589'(52.8 KM) SOUTHEAST OF HAYWARD, VIA C.T.H.  B AND C.T.H.  W.  GO
 AG9589'SOUTHEAST ON C.T.H.  W, 7.3 MI (11.7 KM) TO STATION.  STATION IS
 AG9589'LOCATED 71 FT (21.6 M) SOUTH OF CENTERLINE OF C.T.H.  W, 2.1 FT (0.6
 AG9589'M) SOUTH OF A CARSONITE WITNESS POST AND 2.4 FT (0.7 M) EAST OF A
 AG9589'CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62
 AG9589'CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG,
 AG9589'FLUSH IN GROUND.
 AG9589
 AG9589                          STATION RECOVERY (2008)
 AG9589
 AG9589'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9589'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AG9589'OF COUNTY HIGHWAY W WITH COUNTY HIGHWAY M NORTH APPROXIMATELY 8.5
 AG9589'MILES SOUTHEAST OF THE VILLAGE OF WINTER, GO WEST ON COUNTY HIGHWAY W
 AG9589'FOR 1.5 MILES TO SLATTERY ROAD RIGHT, CONTINUE WEST ON COUNTY HIGHWAY
 AG9589'W FOR 1.42 MILES TO PRIVATE ENTRANCE --W4472-- ON THE RIGHT AND THE
 AG9589'STATION ON THE LEFT.
 AG9589'THE STATION IS 21.6 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY W,
 AG9589'1.07 MILE EAST OF TOWER ROAD, 0.63 MILE WEST OF A BRIDGE OVER THE
 AG9589'THORNAPPLE RIVER, 0.5 MILE WEST OF THE ENTRANCE TO A HISTORICAL
 AG9589'MARKER, 10.5 M WEST-NORTHWEST OF A POWER POLE WITH ONE TRANSFORMER,
 AG9589'ONE GUY WIRE, AND WIRES CROSSING OVER THE HIGHWAY, 3.6 M EAST OF THE
 AG9589'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W4472--, 2.7 M NORTH OF A
 AG9589'BARBED WIRE FENCE,
 AG9589'APPROXIMATELY 3 M ABOVE THE HIGHWAY PAVEMENT, AND 1.0 M SOUTH, 1.0 M
 AG9589'NORTHWEST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AG9589'POSTS.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER
 AG9589'THAN 15 DEGREES ABOVE THE HORIZON.
 AG9589
 AG9589                          STATION RECOVERY (2010)
 AG9589
 AG9589'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9589'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9586 ***********************************************************************
 AG9586  DESIGNATION -  135 FLAMBEAU GPS
 AG9586  PID         -  AG9586
 AG9586  STATE/COUNTY-  WI/SAWYER
 AG9586  COUNTRY     -  US
 AG9586  USGS QUAD   -  KENNAN NW (2018)
 AG9586
 AG9586                         *CURRENT SURVEY CONTROL
 AG9586  ______________________________________________________________________
 AG9586* NAD 83(2011) POSITION- 45 42 09.44557(N) 090 44 52.23968(W)   ADJUSTED
 AG9586* NAD 83(2011) ELLIP HT-   403.753 (meters)        (06/27/12)   ADJUSTED
 AG9586* NAD 83(2011) EPOCH   -  2010.00
 AG9586* NAVD 88 ORTHO HEIGHT -   434.270 (meters)     1424.77  (feet) ADJUSTED
 AG9586  ______________________________________________________________________
 AG9586  GEOID HEIGHT    -        -30.501 (meters)                     GEOID18
 AG9586  NAD 83(2011) X  -    -58,242.075 (meters)                     COMP
 AG9586  NAD 83(2011) Y  - -4,461,938.550 (meters)                     COMP
 AG9586  NAD 83(2011) Z  -  4,542,514.448 (meters)                     COMP
 AG9586  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 AG9586  DYNAMIC HEIGHT  -        434.246 (meters)     1424.69  (feet) COMP
 AG9586  MODELED GRAVITY -    980,548.9   (mgal)                       NAVD 88
 AG9586
 AG9586  VERT ORDER      -  SECOND    CLASS I
 AG9586
 AG9586  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9586  Standards:
 AG9586         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9586            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9586  -------------------------------------------------------------------
 AG9586  NETWORK    0.50   1.02           0.23   0.17   0.52     -0.03494309
 AG9586  -------------------------------------------------------------------
 AG9586  Click here for local accuracies and other accuracy information.
 AG9586
 AG9586.The horizontal coordinates were established by GPS observations
 AG9586.and adjusted by the National Geodetic Survey in June 2012.
 AG9586
 AG9586.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9586.been affixed to the stable North American tectonic plate. See 
 AG9586.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9586
 AG9586.The horizontal coordinates are valid at the epoch date displayed above
 AG9586.which is a decimal equivalence of Year/Month/Day.
 AG9586
 AG9586.The orthometric height was determined by differential leveling and
 AG9586.adjusted by the WI DEPT OF TRANSP
 AG9586.in May 2012.
 AG9586
 AG9586.No vertical observational check was made to the station.
 AG9586
 AG9586.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9586.GEOID18 height accuracy estimate available here.
 AG9586
 AG9586.Click photographs - Photos may exist for this station.
 AG9586
 AG9586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9586
 AG9586.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9586
 AG9586.The ellipsoidal height was determined by GPS observations
 AG9586.and is referenced to NAD 83.
 AG9586
 AG9586.The dynamic height is computed by dividing the NAVD 88
 AG9586.geopotential number by the normal gravity value computed on the
 AG9586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9586.degrees latitude (g = 980.6199 gals.).
 AG9586
 AG9586.The modeled gravity was interpolated from observed gravity values.
 AG9586
 AG9586. The following values were computed from the NAD 83(2011) position.
 AG9586
 AG9586;                    North         East     Units Scale Factor Converg.
 AG9586;SPC WI N     -    59,842.389   541,762.088   MT  0.99997810   -0 32 22.1
 AG9586;SPC WI N     -   196,332.90  1,777,431.12   sFT  0.99997810   -0 32 22.1
 AG9586;UTM  15      - 5,063,474.626   675,320.444   MT  0.99997790   +1 36 44.4
 AG9586
 AG9586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9586!SPC WI N     -   0.99993671  x   0.99997810  =   0.99991481
 AG9586!UTM  15      -   0.99993671  x   0.99997790  =   0.99991461
 AG9586
 AG9586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7532063474(NAD 83)
 AG9586
 AG9586                          SUPERSEDED SURVEY CONTROL
 AG9586
 AG9586  ELLIP H (04/06/12)  403.807  (m)                       GP(       ) 1 1
 AG9586  NAD 83(2007)-  45 42 09.44566(N)    090 44 52.24039(W) AD(2002.00) 0
 AG9586  ELLIP H (02/10/07)  403.783  (m)                       GP(2002.00)    
 AG9586  NAD 83(1997)-  45 42 09.44573(N)    090 44 52.24098(W) AD(       ) 1
 AG9586  ELLIP H (12/26/02)  403.796  (m)                       GP(       ) 3 2
 AG9586  NAD 83(1991)-  45 42 09.44529(N)    090 44 52.23991(W) AD(       ) 1
 AG9586  ELLIP H (04/30/98)  403.815  (m)                       GP(       ) 3 2
 AG9586  NAVD 88             434.27   (m)         1424.8    (f) LEVELING    3  
 AG9586  NAVD 88 (04/30/98)  434.2    (m)  GEOID96  model used  GPS OBS        
 AG9586
 AG9586.Superseded values are not recommended for survey control.
 AG9586
 AG9586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9586.See file dsdata.pdf to determine how the superseded data were derived.
 AG9586
 AG9586_MARKER: DD = SURVEY DISK
 AG9586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9586_STAMPING: 135 FLAMBEAU GPS 1995
 AG9586_MARK LOGO: WI-113
 AG9586_PROJECTION: FLUSH
 AG9586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9586+STABILITY: SURFACE MOTION
 AG9586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9586+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2010
 AG9586
 AG9586  HISTORY     - Date     Condition        Report By
 AG9586  HISTORY     - 1995     MONUMENTED       WI-113
 AG9586  HISTORY     - 20080918 GOOD             WIDT
 AG9586  HISTORY     - 20100615 GOOD             WIDT
 AG9586
 AG9586                          STATION DESCRIPTION
 AG9586
 AG9586'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9586'STATION IS LOCATED ABOUT 41 MI (66.0 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9586'NE1/4, SECTION 9, T37N, R3W.  TO REACH STATION FROM THE JUNCTION OF
 AG9586'S.T.H.  70 AND C.T.H.  W, IN WINTER, WHICH IS 32.8 MI (52.8 KM)
 AG9586'SOUTHEAST OF HAYWARD, VIA C.T.H.  B AND C.T.H.  W.  GO SOUTHEAST ON
 AG9586'C.T.H.  W, 17.5 MI (28.2 KM) TO THE JUNCTION WITH C.T.H.  M, TURN
 AG9586'RIGHT AND SOUTH ON C.T.H.  M, GO 4.6 MI (7.4 KM) TO STATION.  STATION
 AG9586'IS LOCATED 42.4 FT (12.9 M) EAST OF CENTERLINE OF C.T.H.  M, 1.6 FT
 AG9586'(0.5 M) SOUTH OF A CARSONITE WITNESS POST AND 1.9 FT (0.6 M) EAST OF A
 AG9586'CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62
 AG9586'CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG,
 AG9586'FLUSH IN GROUND.
 AG9586
 AG9586                          STATION RECOVERY (2008)
 AG9586
 AG9586'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9586'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AG9586'OF COUNTY HIGHWAY W WITH COUNTY HIGHWAY M SOUTH APPROXIMATELY 15 MILES
 AG9586'SOUTHEAST OF THE VILLAGE OF WINTER, GO SOUTH ON COUNTY HIGHWAY M FOR
 AG9586'2.9 MILES TO THE NORTH END OF PRICE CREEK ROAD LEFT, CONTINUE SOUTH ON
 AG9586'COUNTY HIGHWAY M FOR 1.63 MILES TO A CLEARING AND THE STATION ON THE
 AG9586'LEFT.
 AG9586'THE STATION IS 12.9 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY M AND
 AG9586'1.0 M EAST, 1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF THREE ORANGE 4X4
 AG9586'PLASTIC GUARD POSTS.  ---NOTE--- THIS STATION HAS NO VISIBLE
 AG9586'OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES
 AG9586'IN THE WEST QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 AG9586
 AG9586                          STATION RECOVERY (2010)
 AG9586
 AG9586'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9586'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9546 ***********************************************************************
 AG9546  DESIGNATION -  136 LAMPSON A
 AG9546  PID         -  AG9546
 AG9546  STATE/COUNTY-  WI/WASHBURN
 AG9546  COUNTRY     -  US
 AG9546  USGS QUAD   -  TREGO (2019)
 AG9546
 AG9546                         *CURRENT SURVEY CONTROL
 AG9546  ______________________________________________________________________
 AG9546* NAD 83(2011) POSITION- 45 59 00.53009(N) 091 49 05.88626(W)   ADJUSTED
 AG9546* NAD 83(2011) ELLIP HT-   318.569 (meters)        (06/27/12)   ADJUSTED
 AG9546* NAD 83(2011) EPOCH   -  2010.00
 AG9546* NAVD 88 ORTHO HEIGHT -   346.5   (meters)     1137.    (feet) GPS OBS
 AG9546  ______________________________________________________________________
 AG9546  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9546  GEOID HEIGHT    -        -27.885 (meters)                     GEOID96
 AG9546  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 AG9546  NAD 83(2011) X  -   -140,876.938 (meters)                     COMP
 AG9546  NAD 83(2011) Y  - -4,437,626.525 (meters)                     COMP
 AG9546  NAD 83(2011) Z  -  4,564,200.947 (meters)                     COMP
 AG9546  LAPLACE CORR    -         -8.90  (seconds)                    DEFLEC18
 AG9546
 AG9546  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9546  Standards:
 AG9546         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9546            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9546  -------------------------------------------------------------------
 AG9546  NETWORK    0.71   2.31           0.33   0.23   1.18      0.26336661
 AG9546  -------------------------------------------------------------------
 AG9546  Click here for local accuracies and other accuracy information.
 AG9546
 AG9546.The horizontal coordinates were established by GPS observations
 AG9546.and adjusted by the National Geodetic Survey in June 2012.
 AG9546
 AG9546.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9546.been affixed to the stable North American tectonic plate. See 
 AG9546.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9546
 AG9546.The horizontal coordinates are valid at the epoch date displayed above
 AG9546.which is a decimal equivalence of Year/Month/Day.
 AG9546
 AG9546.The orthometric height was determined by GPS observations and a
 AG9546.high-resolution geoid model.
 AG9546
 AG9546.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9546.GEOID18 height accuracy estimate available here.
 AG9546
 AG9546.Click photographs - Photos may exist for this station.
 AG9546
 AG9546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9546
 AG9546.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9546
 AG9546.The ellipsoidal height was determined by GPS observations
 AG9546.and is referenced to NAD 83.
 AG9546
 AG9546. The following values were computed from the NAD 83(2011) position.
 AG9546
 AG9546;                    North         East     Units Scale Factor Converg.
 AG9546;SPC WI N     -    92,396.367   459,125.718   MT  0.99995050   -1 18 42.0
 AG9546;SPC WI N     -   303,137.08  1,506,314.96   sFT  0.99995050   -1 18 42.0
 AG9546;UTM  15      - 5,092,890.894   591,528.644   MT  0.99970299   +0 50 59.5
 AG9546
 AG9546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9546!SPC WI N     -   0.99995006  x   0.99995050  =   0.99990056
 AG9546!UTM  15      -   0.99995006  x   0.99970299  =   0.99965307
 AG9546
 AG9546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9152892890(NAD 83)
 AG9546
 AG9546                          SUPERSEDED SURVEY CONTROL
 AG9546
 AG9546  NAD 83(2007)-  45 59 00.53018(N)    091 49 05.88687(W) AD(2002.00) 0
 AG9546  ELLIP H (02/10/07)  318.610  (m)                       GP(2002.00)    
 AG9546  NAD 83(1997)-  45 59 00.53031(N)    091 49 05.88749(W) AD(       ) 1
 AG9546  ELLIP H (12/26/02)  318.631  (m)                       GP(       ) 3 2
 AG9546  NAD 83(1991)-  45 59 00.52999(N)    091 49 05.88601(W) AD(       ) 1
 AG9546  ELLIP H (04/30/98)  318.642  (m)                       GP(       ) 3 2
 AG9546
 AG9546.Superseded values are not recommended for survey control.
 AG9546
 AG9546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9546.See file dsdata.pdf to determine how the superseded data were derived.
 AG9546
 AG9546_MARKER: DD = SURVEY DISK
 AG9546_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG9546_STAMPING: STATION NO. 136
 AG9546_MARK LOGO: CGS+SS
 AG9546_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9546+SATELLITE: SATELLITE OBSERVATIONS - 1934
 AG9546
 AG9546  HISTORY     - Date     Condition        Report By
 AG9546  HISTORY     - 1934     MONUMENTED       WIGS
 AG9546
 AG9546                          STATION DESCRIPTION
 AG9546
 AG9546'DESCRIBED BY WISCONSIN GEODETIC SURVEY 1934 (RSO)
 AG9546'STATION IS LOCATED AT LAMPSON 40 FEET (12.2 M) NORTH OF THE CENTER
 AG9546'LINE OF CTH F AND 60 FEET (18.3 M) WEST OF THE CENTER LINE OF LAKESIDE
 AG9546'ROAD (OLD USH 53) AND 30 FEET (9.1 M) EAST OF THE ORIGINAL CENTER LINE
 AG9546'OF NOW ABANDONED RAILROAD ON TOP OF EAST BACKSLOPE OF RAILROAD
 AG9546'EMBANKMENT.  STATION LIES 3 FEET (0.9 M) EAST OF COUNTY SURVEYOR SIGN.
 AG9546'MONUMENT WAS APPARENTLY CONSTRUCTED ABOUT 1934 AS A JOINT VENTURE
 AG9546'BETWEEN THE USCGS AND STATE SURVEY SIMILIAR TO THE DUAL MONUMENTS
 AG9546'CONSTRUCTED AT MINONG DESIGNATED AS U44 AND T30 ON LIST OF SECOND
 AG9546'ORDER LEVELING LINE WISC 17.  THIS STATION 136 (OR T 36) IS NOT LISTED
 AG9546'AND LIES ABOUT 250 FEET (76.2 M) NORTH OF THE APPROXIMATE LOCATION OF
 AG9546'Y44 AT LAMPSON WHICH HAS YET TO BE RECOVERED IF IT HAS NOT BEEN IN
 AG9546'FACT DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7153 ***********************************************************************
 DN7153  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7153  DESIGNATION -  136 THORNAPPLE GPS
 DN7153  PID         -  DN7153
 DN7153  STATE/COUNTY-  WI/SAWYER
 DN7153  COUNTRY     -  US
 DN7153  USGS QUAD   -  INGRAM NW (2018)
 DN7153
 DN7153                         *CURRENT SURVEY CONTROL
 DN7153  ______________________________________________________________________
 DN7153* NAD 83(2011) POSITION- 45 39 21.60864(N) 090 57 44.65857(W)   ADJUSTED
 DN7153* NAD 83(2011) ELLIP HT-   355.218 (meters)        (04/15/13)   ADJUSTED
 DN7153* NAD 83(2011) EPOCH   -  2010.00
 DN7153* NAVD 88 ORTHO HEIGHT -   385.53  (meters)     1264.9   (feet) GPS OBS
 DN7153  ______________________________________________________________________
 DN7153  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7153  GEOID HEIGHT    -        -30.312 (meters)                     GEOID12A
 DN7153  GEOID HEIGHT    -        -30.315 (meters)                     GEOID18
 DN7153  NAD 83(2011) X  -    -75,012.363 (meters)                     COMP
 DN7153  NAD 83(2011) Y  - -4,465,362.175 (meters)                     COMP
 DN7153  NAD 83(2011) Z  -  4,538,859.167 (meters)                     COMP
 DN7153  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 DN7153
 DN7153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7153  Standards:
 DN7153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7153  -------------------------------------------------------------------
 DN7153  NETWORK    0.55   1.14           0.25   0.19   0.58     -0.02461366
 DN7153  -------------------------------------------------------------------
 DN7153  Click here for local accuracies and other accuracy information.
 DN7153
 DN7153.The horizontal coordinates were established by GPS observations
 DN7153.and adjusted by the National Geodetic Survey in April 2013.
 DN7153
 DN7153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7153.been affixed to the stable North American tectonic plate. See 
 DN7153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7153
 DN7153.The horizontal coordinates are valid at the epoch date displayed above
 DN7153.which is a decimal equivalence of Year/Month/Day.
 DN7153
 DN7153.The orthometric height was determined by GPS observations and a
 DN7153.high-resolution geoid model using precise GPS observation and
 DN7153.processing techniques.
 DN7153
 DN7153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7153.GEOID18 height accuracy estimate available here.
 DN7153
 DN7153.Click photographs - Photos may exist for this station.
 DN7153
 DN7153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7153
 DN7153.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7153
 DN7153.The ellipsoidal height was determined by GPS observations
 DN7153.and is referenced to NAD 83.
 DN7153
 DN7153. The following values were computed from the NAD 83(2011) position.
 DN7153
 DN7153;                    North         East     Units Scale Factor Converg.
 DN7153;SPC WI N     -    54,841.021   524,991.242   MT  0.99998498   -0 41 39.3
 DN7153;SPC WI N     -   179,924.25  1,722,408.77   sFT  0.99998498   -0 41 39.3
 DN7153;UTM  15      - 5,057,847.314   658,749.839   MT  0.99990984   +1 27 27.0
 DN7153
 DN7153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7153!SPC WI N     -   0.99994431  x   0.99998498  =   0.99992929
 DN7153!UTM  15      -   0.99994431  x   0.99990984  =   0.99985416
 DN7153
 DN7153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5874957847(NAD 83)
 DN7153
 DN7153                          SUPERSEDED SURVEY CONTROL
 DN7153
 DN7153  NAD 83(2007)-  45 39 21.60875(N)    090 57 44.65926(W) AD(2002.00) 1
 DN7153  ELLIP H (04/06/12)  355.241  (m)                       GP(2002.00) 1 1
 DN7153
 DN7153.Superseded values are not recommended for survey control.
 DN7153
 DN7153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7153.See file dsdata.pdf to determine how the superseded data were derived.
 DN7153
 DN7153_MARKER: DD = SURVEY DISK
 DN7153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7153_STAMPING: 136 THORNAPPLE GPS 1995
 DN7153_MARK LOGO: WI-113
 DN7153_PROJECTION: FLUSH
 DN7153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN7153+STABILITY: SURFACE MOTION
 DN7153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7153+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DN7153
 DN7153  HISTORY     - Date     Condition        Report By
 DN7153  HISTORY     - 1995     MONUMENTED       WI-113
 DN7153  HISTORY     - 20100602 GOOD             WIDT
 DN7153
 DN7153                          STATION DESCRIPTION
 DN7153
 DN7153'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7153'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN7153'HIGHWAY W IN THE VILLAGE OF WINTER, GO SOUTH ON COUNTY HIGHWAY W FOR
 DN7153'1.8 MI (2.9 KM) TO COUNTY HIGHWAY W CURVING LEFT AND OLD HIGHWAY 70
 DN7153'RIGHT.  TURN RIGHT AND GO SOUTH THEN WEST THEN SOUTH ON OLD HIGHWAY 70
 DN7153'FOR 2.6 MI (4.2 KM) TO OLD HIGHWAY 70 CURVING RIGHT AND OLD J ROAD
 DN7153'LEFT.  TURN LEFT AND GO SOUTH ON OLD J ROAD FOR 9.2 MI (14.8 KM) TO
 DN7153'THORNAPPLE GRADE LEFT.  TURN LEFT AND GO EAST ON THORNAPPLE GRADE FOR
 DN7153'2.0 MI (3.2 KM) TO BISSEL GRADE AHEAD AND THORNAPPLE GRADE ANGLING
 DN7153'RIGHT, ANGLE RIGHT AND CONTINUE EAST ON THORNAPPLE GRADE FOR 0.5 MI
 DN7153'(0.8 KM) TO A WOOD BRIDGE.  CONTINUE EAST ON THORNAPPLE GRADE FOR 0.70
 DN7153'MI (1.1 KM) TO A SNOWMOBILE TRAIL SOUTH.  CONTINUE EAST ON THORNAPPLE
 DN7153'GRADE FOR 0.25 MI (0.4 KM) TO A SMALL OPENING IN THE TREES ON THE
 DN7153'RIGHT, WALK SOUTH 22 M (72.2 FT) THROUGH THE TREES TO A CLEARING AND
 DN7153'THEN SOUTHWEST FOR 64 M (210.0 FT) TO THE STATION.
 DN7153'
 DN7153'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN7153'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN7153'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7153'87.9 M (288.4 FT) SOUTHWEST OF THE CENTERLINE OF THORNAPPLE GRADE AND
 DN7153'IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING
 DN7153'THE STATION.
 DN7153'
 DN7153'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7153'20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9585 ***********************************************************************
 AG9585  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9585  DESIGNATION -  137 DEER CREEK GPS
 AG9585  PID         -  AG9585
 AG9585  STATE/COUNTY-  WI/SAWYER
 AG9585  COUNTRY     -  US
 AG9585  USGS QUAD   -  INGRAM NE (2018)
 AG9585
 AG9585                         *CURRENT SURVEY CONTROL
 AG9585  ______________________________________________________________________
 AG9585* NAD 83(2011) POSITION- 45 43 50.37470(N) 090 48 03.03850(W)   ADJUSTED
 AG9585* NAD 83(2011) ELLIP HT-   390.690 (meters)        (06/27/12)   ADJUSTED
 AG9585* NAD 83(2011) EPOCH   -  2010.00
 AG9585* NAVD 88 ORTHO HEIGHT -   421.07  (meters)     1381.5   (feet) GPS OBS
 AG9585  ______________________________________________________________________
 AG9585  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9585  GEOID HEIGHT    -        -30.400 (meters)                     GEOID12A
 AG9585  GEOID HEIGHT    -        -30.404 (meters)                     GEOID18
 AG9585  NAD 83(2011) X  -    -62,338.117 (meters)                     COMP
 AG9585  NAD 83(2011) Y  - -4,459,642.945 (meters)                     COMP
 AG9585  NAD 83(2011) Z  -  4,544,680.894 (meters)                     COMP
 AG9585  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 AG9585
 AG9585  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9585  Standards:
 AG9585         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9585            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9585  -------------------------------------------------------------------
 AG9585  NETWORK    0.52   1.12           0.24   0.18   0.57     -0.04409712
 AG9585  -------------------------------------------------------------------
 AG9585  Click here for local accuracies and other accuracy information.
 AG9585
 AG9585.The horizontal coordinates were established by GPS observations
 AG9585.and adjusted by the National Geodetic Survey in June 2012.
 AG9585
 AG9585.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9585.been affixed to the stable North American tectonic plate. See 
 AG9585.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9585
 AG9585.The horizontal coordinates are valid at the epoch date displayed above
 AG9585.which is a decimal equivalence of Year/Month/Day.
 AG9585
 AG9585.The orthometric height was determined by GPS observations and a
 AG9585.high-resolution geoid model using precise GPS observation and
 AG9585.processing techniques.
 AG9585
 AG9585.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9585.GEOID18 height accuracy estimate available here.
 AG9585
 AG9585.Click photographs - Photos may exist for this station.
 AG9585
 AG9585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9585
 AG9585.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9585
 AG9585.The ellipsoidal height was determined by GPS observations
 AG9585.and is referenced to NAD 83.
 AG9585
 AG9585. The following values were computed from the NAD 83(2011) position.
 AG9585
 AG9585;                    North         East     Units Scale Factor Converg.
 AG9585;SPC WI N     -    62,998.463   537,666.325   MT  0.99997427   -0 34 39.7
 AG9585;SPC WI N     -   206,687.46  1,763,993.60   sFT  0.99997427   -0 34 39.7
 AG9585;UTM  15      - 5,066,474.630   671,109.070   MT  0.99995996   +1 34 30.4
 AG9585
 AG9585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9585!SPC WI N     -   0.99993875  x   0.99997427  =   0.99991303
 AG9585!UTM  15      -   0.99993875  x   0.99995996  =   0.99989872
 AG9585
 AG9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7110966474(NAD 83)
 AG9585
 AG9585                          SUPERSEDED SURVEY CONTROL
 AG9585
 AG9585  ELLIP H (04/06/12)  390.691  (m)                       GP(       ) 1 1
 AG9585  NAD 83(2007)-  45 43 50.37479(N)    090 48 03.03920(W) AD(2002.00) 0
 AG9585  ELLIP H (02/10/07)  390.720  (m)                       GP(2002.00)    
 AG9585  NAD 83(1997)-  45 43 50.37489(N)    090 48 03.03977(W) AD(       ) 1
 AG9585  ELLIP H (12/26/02)  390.728  (m)                       GP(       ) 3 2
 AG9585  NAD 83(1991)-  45 43 50.37449(N)    090 48 03.03869(W) AD(       ) 1
 AG9585  ELLIP H (04/30/98)  390.743  (m)                       GP(       ) 3 2
 AG9585  NAVD 88 (04/30/98)  421.0    (m)  GEOID96  model used  GPS OBS        
 AG9585
 AG9585.Superseded values are not recommended for survey control.
 AG9585
 AG9585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9585.See file dsdata.pdf to determine how the superseded data were derived.
 AG9585
 AG9585_MARKER: DD = SURVEY DISK
 AG9585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9585_STAMPING: 137 DEER CREEK GPS 1995
 AG9585_MARK LOGO: WI-113
 AG9585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9585+STABILITY: SURFACE MOTION
 AG9585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9585+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2010
 AG9585
 AG9585  HISTORY     - Date     Condition        Report By
 AG9585  HISTORY     - 1995     MONUMENTED       WI-113
 AG9585  HISTORY     - 20080918 GOOD             WIDT
 AG9585  HISTORY     - 20100614 GOOD             WIDT
 AG9585
 AG9585                          STATION DESCRIPTION
 AG9585
 AG9585'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9585'STATION IS LOCATED ABOUT 38 MI (61.2 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9585'NW1/4-SW1/4, SECTION 31, T38N, R3W.  TO REACH STATION FROM THE
 AG9585'JUNCTION OF S.T.H.  70 AND C.T.H.  W, IN WINTER, WHICH IS 32.8 MI
 AG9585'(52.8 KM) SOUTHEAST OF HAYWARD, VIA C.T.H.  B AND C.T.H.  W.  GO
 AG9585'SOUTHEAST ON C.T.H.  W, 14.8 MI (23.8 KM) TO THE JUNCTION WITH WEST
 AG9585'LANE, TURN RIGHT AND SOUTH ON WEST LANE, GO 3.6 MI (5.8 KM) TO THE
 AG9585'JUNCTION WITH DRIVEWAY INTO CLEARING, TURN RIGHT ON DRIVEWAY, GO 135
 AG9585'FT (41.1 M) TO STATION.  STATION IS LOCATED 21.6 FT (6.6 M) SOUTH OF
 AG9585'CENTERLINE OF DRIVEWAY, 2.5 FT (0.8 M) SOUTHWEST OF A CARSONITE
 AG9585'WITNESS POST AND 1.8 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST.
 AG9585'STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9585'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9585
 AG9585                          STATION RECOVERY (2008)
 AG9585
 AG9585'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9585'RECOVERED IN GOOD CONDITION.
 AG9585'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY W WITH COUNTY
 AG9585'HIGHWAY M SOUTH APPROXIMATELY 15 MILES SOUTHEAST OF THE VILLAGE OF
 AG9585'WINTER, GO NORTHWEST ON COUNTY HIGHWAY W FOR 2.5 MILES TO A BRIDGE
 AG9585'OVER THE FLAMBEAU RIVER, CONTINUE NORTHWEST ON COUNTY HIGHWAY W FOR
 AG9585'0.1 MILE TO WEST LANE LEFT,
 AG9585'TURN LEFT AND GO SOUTH ON WEST LANE FOR 3.60 MILES TO A CLEARING
 AG9585'RIGHT, A WOODS ENTRANCE ROAD RIGHT, AND THE STATION ON THE RIGHT.
 AG9585'THE STATION IS 41.1 M WEST OF THE CENTERLINE OF WEST LANE, 0.6 MILE
 AG9585'SOUTH OF PRIVATE ENTRANCE --N2901--, 6.6 M SOUTH OF THE CENTERLINE OF
 AG9585'THE WOODS ENTRANCE ROAD, AND 1.0 M WEST, 1.0 M SOUTHEAST, AND 1.0 M
 AG9585'NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.  ---NOTE--- THIS
 AG9585'STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE
 AG9585'HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING TO 20 DEGREES ABOVE
 AG9585'THE HORIZON.
 AG9585
 AG9585                          STATION RECOVERY (2010)
 AG9585
 AG9585'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9585'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9998 ***********************************************************************
 AF9998  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9998  DESIGNATION -  138 HAYSTACK GPS
 AF9998  PID         -  AF9998
 AF9998  STATE/COUNTY-  WI/SAWYER
 AF9998  COUNTRY     -  US
 AF9998  USGS QUAD   -  INGRAM NE (2018)
 AF9998
 AF9998                         *CURRENT SURVEY CONTROL
 AF9998  ______________________________________________________________________
 AF9998* NAD 83(2011) POSITION- 45 38 43.62245(N) 090 51 53.85773(W)   ADJUSTED
 AF9998* NAD 83(2011) ELLIP HT-   395.046 (meters)        (06/27/12)   ADJUSTED
 AF9998* NAD 83(2011) EPOCH   -  2010.00
 AF9998* NAVD 88 ORTHO HEIGHT -   425.41  (meters)     1395.7   (feet) GPS OBS
 AF9998  ______________________________________________________________________
 AF9998  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AF9998  GEOID HEIGHT    -        -30.353 (meters)                     GEOID12A
 AF9998  GEOID HEIGHT    -        -30.352 (meters)                     GEOID18
 AF9998  NAD 83(2011) X  -    -67,430.962 (meters)                     COMP
 AF9998  NAD 83(2011) Y  - -4,466,349.719 (meters)                     COMP
 AF9998  NAD 83(2011) Z  -  4,538,067.800 (meters)                     COMP
 AF9998  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 AF9998
 AF9998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9998  Standards:
 AF9998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9998  -------------------------------------------------------------------
 AF9998  NETWORK    0.37   0.88           0.17   0.12   0.45     -0.00967523
 AF9998  -------------------------------------------------------------------
 AF9998  Click here for local accuracies and other accuracy information.
 AF9998
 AF9998.The horizontal coordinates were established by GPS observations
 AF9998.and adjusted by the National Geodetic Survey in June 2012.
 AF9998
 AF9998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9998.been affixed to the stable North American tectonic plate. See 
 AF9998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9998
 AF9998.The horizontal coordinates are valid at the epoch date displayed above
 AF9998.which is a decimal equivalence of Year/Month/Day.
 AF9998
 AF9998.The orthometric height was determined by GPS observations and a
 AF9998.high-resolution geoid model using precise GPS observation and
 AF9998.processing techniques.
 AF9998
 AF9998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9998.GEOID18 height accuracy estimate available here.
 AF9998
 AF9998.Click photographs - Photos may exist for this station.
 AF9998
 AF9998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9998
 AF9998.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9998
 AF9998.The ellipsoidal height was determined by GPS observations
 AF9998.and is referenced to NAD 83.
 AF9998
 AF9998. The following values were computed from the NAD 83(2011) position.
 AF9998
 AF9998;                    North         East     Units Scale Factor Converg.
 AF9998;SPC WI N     -    53,580.975   532,572.881   MT  0.99998663   -0 37 26.2
 AF9998;SPC WI N     -   175,790.25  1,747,282.86   sFT  0.99998663   -0 37 26.2
 AF9998;UTM  15      - 5,056,872.823   666,372.971   MT  0.99994032   +1 31 37.1
 AF9998
 AF9998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9998!SPC WI N     -   0.99993807  x   0.99998663  =   0.99992470
 AF9998!UTM  15      -   0.99993807  x   0.99994032  =   0.99987839
 AF9998
 AF9998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6637256872(NAD 83)
 AF9998
 AF9998                          SUPERSEDED SURVEY CONTROL
 AF9998
 AF9998  NAD 83(2007)-  45 38 43.62254(N)    090 51 53.85844(W) AD(2002.00) 0
 AF9998  ELLIP H (02/10/07)  395.076  (m)                       GP(2002.00)    
 AF9998  NAD 83(1997)-  45 38 43.62259(N)    090 51 53.85903(W) AD(       ) 1
 AF9998  ELLIP H (12/26/02)  395.087  (m)                       GP(       ) 3 2
 AF9998  NAD 83(1991)-  45 38 43.62211(N)    090 51 53.85798(W) AD(       ) 1
 AF9998  ELLIP H (04/30/98)  395.109  (m)                       GP(       ) 3 2
 AF9998  NAVD 88 (04/30/98)  425.4    (m)  GEOID96  model used  GPS OBS        
 AF9998
 AF9998.Superseded values are not recommended for survey control.
 AF9998
 AF9998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9998.See file dsdata.pdf to determine how the superseded data were derived.
 AF9998
 AF9998_MARKER: DD = SURVEY DISK
 AF9998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9998_STAMPING: 138 HAYSTACK GPS 1995
 AF9998_MARK LOGO: WI-113
 AF9998_PROJECTION: FLUSH
 AF9998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9998+STABILITY: SURFACE MOTION
 AF9998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9998+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2010
 AF9998
 AF9998  HISTORY     - Date     Condition        Report By
 AF9998  HISTORY     - 1995     MONUMENTED       WI-113
 AF9998  HISTORY     - 20100621 GOOD             WIDT
 AF9998
 AF9998                          STATION DESCRIPTION
 AF9998
 AF9998'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9998'STATION IS LOCATED ABOUT 39 MI (62.8 KM) SOUTHEAST OF HAYWARD, IN
 AF9998'SECTION 33, T37N, R4W.  TO REACH STATION FROM THE JUNCTION OF S.T.H.
 AF9998'70 AND C.T.H.  W, IN WINTER, WHICH IS 32.8 MI (52.8 KM) SOUTHEAST OF
 AF9998'HAYWARD, VIA C.T.H.  B AND C.T.H.  W.  GO SOUTHEAST ON C.T.H.  W, 14.8
 AF9998'MI (23.8 KM) TO THE JUNCTION WITH WEST LANE, WHICH IS 0.1 MI (0.2 KM)
 AF9998'NORTHWEST OF BRIDGE OVER THE FLAMBEAU RIVER, TURN RIGHT AND SOUTH ON
 AF9998'WEST LANE, GO 12.2 MI (19.6 KM) TO THE JUNCTION WITH AN UNNAMED ROAD,
 AF9998'TURN LEFT AND SOUTHERLY ON UNNAMED ROAD, GO 140 FT (42.7 M) TO
 AF9998'STATION.  STATION IS LOCATED 53.2 FT (16.2 M) SOUTHWESTERLY OF THE
 AF9998'CENTERLINE OF UNNAMED ROAD, 1.7 FT (0.5 M) SOUTHWEST OF A CARSONITE
 AF9998'WITNESS POST AND 2.3 FT (0.7 M) NORTHEAST OF A CARSONITE WITNESS POST.
 AF9998'STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AF9998'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) (1.8 M ) LONG, FLUSH IN
 AF9998'GROUND.
 AF9998
 AF9998                          STATION RECOVERY (2010)
 AF9998
 AF9998'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9998'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9577 ***********************************************************************
 AG9577  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9577  DESIGNATION -  139 STONY CREEK GPS
 AG9577  PID         -  AG9577
 AG9577  STATE/COUNTY-  WI/SAWYER
 AG9577  COUNTRY     -  US
 AG9577  USGS QUAD   -  HOGSBACK CREEK (2018)
 AG9577
 AG9577                         *CURRENT SURVEY CONTROL
 AG9577  ______________________________________________________________________
 AG9577* NAD 83(2011) POSITION- 45 38 21.61466(N) 091 01 44.99124(W)   ADJUSTED
 AG9577* NAD 83(2011) ELLIP HT-   352.445 (meters)        (06/27/12)   ADJUSTED
 AG9577* NAD 83(2011) EPOCH   -  2010.00
 AG9577* NAVD 88 ORTHO HEIGHT -   382.77  (meters)     1255.8   (feet) GPS OBS
 AG9577  ______________________________________________________________________
 AG9577  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9577  GEOID HEIGHT    -        -30.311 (meters)                     GEOID12A
 AG9577  GEOID HEIGHT    -        -30.310 (meters)                     GEOID18
 AG9577  NAD 83(2011) X  -    -80,238.953 (meters)                     COMP
 AG9577  NAD 83(2011) Y  - -4,466,594.103 (meters)                     COMP
 AG9577  NAD 83(2011) Z  -  4,537,562.282 (meters)                     COMP
 AG9577  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 AG9577
 AG9577  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9577  Standards:
 AG9577         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9577            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9577  -------------------------------------------------------------------
 AG9577  NETWORK    0.49   1.04           0.22   0.17   0.53      0.08103665
 AG9577  -------------------------------------------------------------------
 AG9577  Click here for local accuracies and other accuracy information.
 AG9577
 AG9577.The horizontal coordinates were established by GPS observations
 AG9577.and adjusted by the National Geodetic Survey in June 2012.
 AG9577
 AG9577.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9577.been affixed to the stable North American tectonic plate. See 
 AG9577.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9577
 AG9577.The horizontal coordinates are valid at the epoch date displayed above
 AG9577.which is a decimal equivalence of Year/Month/Day.
 AG9577
 AG9577.The orthometric height was determined by GPS observations and a
 AG9577.high-resolution geoid model using precise GPS observation and
 AG9577.processing techniques.
 AG9577
 AG9577.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9577.GEOID18 height accuracy estimate available here.
 AG9577
 AG9577.Click photographs - Photos may exist for this station.
 AG9577
 AG9577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9577
 AG9577.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9577
 AG9577.The ellipsoidal height was determined by GPS observations
 AG9577.and is referenced to NAD 83.
 AG9577
 AG9577. The following values were computed from the NAD 83(2011) position.
 AG9577
 AG9577;                    North         East     Units Scale Factor Converg.
 AG9577;SPC WI N     -    53,054.213   519,764.399   MT  0.99998760   -0 44 32.7
 AG9577;SPC WI N     -   174,062.03  1,705,260.37   sFT  0.99998760   -0 44 32.7
 AG9577;UTM  15      - 5,055,865.689   653,594.215   MT  0.99989004   +1 24 33.6
 AG9577
 AG9577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9577!SPC WI N     -   0.99994475  x   0.99998760  =   0.99993235
 AG9577!UTM  15      -   0.99994475  x   0.99989004  =   0.99983479
 AG9577
 AG9577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5359455865(NAD 83)
 AG9577
 AG9577                          SUPERSEDED SURVEY CONTROL
 AG9577
 AG9577  NAD 83(2007)-  45 38 21.61471(N)    091 01 44.99192(W) AD(2002.00) 0
 AG9577  ELLIP H (02/10/07)  352.485  (m)                       GP(2002.00)    
 AG9577  NAD 83(1997)-  45 38 21.61478(N)    091 01 44.99250(W) AD(       ) 1
 AG9577  ELLIP H (12/26/02)  352.501  (m)                       GP(       ) 3 2
 AG9577  NAD 83(1991)-  45 38 21.61425(N)    091 01 44.99148(W) AD(       ) 1
 AG9577  ELLIP H (04/30/98)  352.527  (m)                       GP(       ) 3 2
 AG9577  NAVD 88 (04/30/98)  382.7    (m)  GEOID96  model used  GPS OBS        
 AG9577
 AG9577.Superseded values are not recommended for survey control.
 AG9577
 AG9577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9577.See file dsdata.pdf to determine how the superseded data were derived.
 AG9577
 AG9577_MARKER: DD = SURVEY DISK
 AG9577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9577_STAMPING: 139 STONY CREEK GPS 1996
 AG9577_MARK LOGO: WI-113
 AG9577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9577+STABILITY: SURFACE MOTION
 AG9577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9577+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 AG9577
 AG9577  HISTORY     - Date     Condition        Report By
 AG9577  HISTORY     - 1996     MONUMENTED       WI-113
 AG9577  HISTORY     - 20080919 GOOD             WIDT
 AG9577  HISTORY     - 20100602 GOOD             WIDT
 AG9577
 AG9577                          STATION DESCRIPTION
 AG9577
 AG9577'DESCRIBED BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 AG9577'STATION IS LOCATED ABOUT 34 MI (54.7 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9577'SW1/4-SW1/4, SECTION 32, T37N, R5W.  TO REACH STATION FROM THE
 AG9577'JUNCTION OF S.T.H.  70 AND C.T.H.  W, IN WINTER, WHICH IS 32.8 MI
 AG9577'(52.8 KM) SOUTHEAST OF HAYWARD, VIA C.T.H.  B AND C.T.H.  W.  GO
 AG9577'SOUTHEAST ON C.T.H.  W, 1.8 MI (2.9 KM) TO THE JUNCTION WITH OLD 70,
 AG9577'TURN RIGHT AND SOUTH ON OLD 70, GO 2.7 MI (4.3 KM) TO THE JUNCTION
 AG9577'WITH OLD J, GO STRAIGHT AND SOUTH ON OLD J, 9.9 MI (15.9 KM) TO
 AG9577'STATION.  STATION IS LOCATED 15 FT (4.6 M) EAST OF CENTERLINE OF OLD
 AG9577'J, 1.5 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST AND 1.7 FT (0.5 M)
 AG9577'EAST OF A CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25
 AG9577'FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8
 AG9577'M) LONG, FLUSH IN GROUND.
 AG9577
 AG9577                          STATION RECOVERY (2008)
 AG9577
 AG9577'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9577'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AG9577'OF STATE HIGHWAY 70 WITH COUNTY HIGHWAY W IN THE VILLAGE OF WINTER, GO
 AG9577'SOUTH ON COUNTY HIGHWAY W FOR 1.8 MILES TO COUNTY HIGHWAY W CURVING
 AG9577'LEFT AND OLD HIGHWAY 70 RIGHT, TURN RIGHT AND GO SOUTH, THEN WEST,
 AG9577'THEN SOUTH ON OLD HIGHWAY 70 FOR 2.6 MILES TO OLD HIGHWAY 70 CURVING
 AG9577'RIGHT AND OLD J LEFT,
 AG9577'TURN LEFT AND GO SOUTH ON OLD J FOR 9.2 MILES TO THORNAPPLE GRADE
 AG9577'LEFT, CONTINUE SOUTH ON OLD J FOR 0.50 MILE TO THE STATION ON THE
 AG9577'LEFT.
 AG9577'THE STATION IS 4.6 M EAST OF THE CENTERLINE OF OLD J, 52 M NORTH OF
 AG9577'MICHELL LANE AT --W6659 AND W6599--, AND 1.0 M EAST, 1.0 M SOUTHWEST,
 AG9577'AND 1.0 M SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AG9577'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER THAN 15
 AG9577'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST AND NORTH
 AG9577'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 AG9577
 AG9577                          STATION RECOVERY (2010)
 AG9577
 AG9577'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9577'-NOTE-CARSONITE WITNESS POSTS HAVE BEEN REMOVED AND MARK IS 1 M (3.3
 AG9577'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 AG9577'OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5140 ***********************************************************************
 DH5140  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5140  DESIGNATION -  14 151W
 DH5140  PID         -  DH5140
 DH5140  STATE/COUNTY-  WI/MONROE
 DH5140  COUNTRY     -  US
 DH5140  USGS QUAD   -  KENDALL WEST (2018)
 DH5140
 DH5140                         *CURRENT SURVEY CONTROL
 DH5140  ______________________________________________________________________
 DH5140* NAD 83(2011) POSITION- 43 46 27.77667(N) 090 28 08.18978(W)   ADJUSTED
 DH5140* NAD 83(2011) ELLIP HT-   378.677 (meters)        (06/27/12)   ADJUSTED
 DH5140* NAD 83(2011) EPOCH   -  2010.00
 DH5140* NAVD 88 ORTHO HEIGHT -   412.65  (meters)     1353.8   (feet) GPS OBS
 DH5140  ______________________________________________________________________
 DH5140  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5140  GEOID HEIGHT    -        -33.974 (meters)                     GEOID12A
 DH5140  GEOID HEIGHT    -        -33.975 (meters)                     GEOID18
 DH5140  NAD 83(2011) X  -    -37,756.072 (meters)                     COMP
 DH5140  NAD 83(2011) Y  - -4,612,973.688 (meters)                     COMP
 DH5140  NAD 83(2011) Z  -  4,390,286.666 (meters)                     COMP
 DH5140  LAPLACE CORR    -         -6.05  (seconds)                    DEFLEC18
 DH5140
 DH5140  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5140  Standards:
 DH5140         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5140            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5140  -------------------------------------------------------------------
 DH5140  NETWORK    0.20   0.29           0.09   0.07   0.15      0.12398530
 DH5140  -------------------------------------------------------------------
 DH5140  Click here for local accuracies and other accuracy information.
 DH5140
 DH5140.The horizontal coordinates were established by GPS observations
 DH5140.and adjusted by the National Geodetic Survey in June 2012.
 DH5140
 DH5140.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5140.been affixed to the stable North American tectonic plate. See 
 DH5140.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5140
 DH5140.The horizontal coordinates are valid at the epoch date displayed above
 DH5140.which is a decimal equivalence of Year/Month/Day.
 DH5140
 DH5140.The orthometric height was determined by GPS observations and a
 DH5140.high-resolution geoid model using precise GPS observation and
 DH5140.processing techniques.
 DH5140
 DH5140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5140.GEOID18 height accuracy estimate available here.
 DH5140
 DH5140.Click photographs - Photos may exist for this station.
 DH5140
 DH5140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5140
 DH5140.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5140
 DH5140.The ellipsoidal height was determined by GPS observations
 DH5140.and is referenced to NAD 83.
 DH5140
 DH5140. The following values were computed from the NAD 83(2011) position.
 DH5140
 DH5140;                    North         East     Units Scale Factor Converg.
 DH5140;SPC WI S     -   197,225.633   562,247.690   MT  0.99995372   -0 19 20.0
 DH5140;SPC WI S     -   647,064.43  1,844,640.96   sFT  0.99995372   -0 19 20.0
 DH5140;UTM  15      - 4,849,928.139   703,695.681   MT  1.00011037   +1 45 05.9
 DH5140
 DH5140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5140!SPC WI S     -   0.99994062  x   0.99995372  =   0.99989435
 DH5140!UTM  15      -   0.99994062  x   1.00011037  =   1.00005099
 DH5140
 DH5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0369549928(NAD 83)
 DH5140
 DH5140                          SUPERSEDED SURVEY CONTROL
 DH5140
 DH5140  NAD 83(2007)-  43 46 27.77668(N)    090 28 08.19061(W) AD(2002.00) 0
 DH5140  ELLIP H (02/10/07)  378.709  (m)                       GP(2002.00)    
 DH5140  NAD 83(1997)-  43 46 27.77665(N)    090 28 08.19107(W) AD(       ) 1
 DH5140  ELLIP H (08/01/05)  378.707  (m)                       GP(       ) 2 1
 DH5140  NAVD 88 (07/26/07)  412.64   (m)  GEOID03  model used  GPS OBS        
 DH5140
 DH5140.Superseded values are not recommended for survey control.
 DH5140
 DH5140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5140.See file dsdata.pdf to determine how the superseded data were derived.
 DH5140
 DH5140_MARKER: DD = SURVEY DISK
 DH5140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5140_STAMPING: 14-151 W 1997
 DH5140_MARK LOGO: WI-081
 DH5140_PROJECTION: FLUSH
 DH5140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5140+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH5140
 DH5140  HISTORY     - Date     Condition        Report By
 DH5140  HISTORY     - 1997     MONUMENTED       WI-081
 DH5140  HISTORY     - 20031103 GOOD             WIDT
 DH5140  HISTORY     - 20100913 GOOD             WIDT
 DH5140
 DH5140                          STATION DESCRIPTION
 DH5140
 DH5140'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH5140'OWNERSHIP--TOWNSHIP OF WELLINGTON.  TO REACH THE STATION FROM THE
 DH5140'JUNCTION OF COUNTY  HIGHWAY P WITH COUNTY HIGHWAY V NORTH ABOUT 3.75
 DH5140'MI WEST-SOUTHWEST OF THE VILLAGE OF  KENDALL, GO WEST ON COUNTY
 DH5140'HIGHWAY P FOR 1.1 MI TO NOWLIN AVENUE ON THE RIGHT, TURN  RIGHT AND GO
 DH5140'NORTH ON NOWLIN AVENUE FOR 0.55 MI TO THE STATION ON THE LEFT.  THE
 DH5140'STATION  IS A BRONZE MONROE COUNTY GEODETIC CONTROL MARK DISK SET IN
 DH5140'THE TOP OF A 45-CM  DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD
 DH5140'PAVEMENT.  THE STATION IS 7.7 M SOUTH  OF THE CENTERLINE OF NOWLIN
 DH5140'AVENUE, 32.5 WEST-NORTHWEST OF A TELEPHONE PEDESTAL  --141305-- ,14 M
 DH5140'WEST-NORTHWEST OF A CENTERLINE OF A FIELD ENTRANCE, 2.0 M NORTH OF A
 DH5140'FIELD ENTRANCE AND 1.0 M SOUTH, WEST, NORTHEAST OF THREE 4X4 PLASTIC
 DH5140'WITNESS POSTS.   ---NOTE--- THIS STATION HAS NO OBSTRUCTION EXTENDING
 DH5140'HIGHER THAN 15  DEGREES ABOVE THE HORIZON.
 DH5140
 DH5140                          STATION RECOVERY (2010)
 DH5140
 DH5140'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5140'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 33.0 M NORTHWEST OF
 DH5140'TELEPHONE PEDESTAL --141350-- AND 13.5 M NORTHWEST OF THE CENTERLINE
 DH5140'OF A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4943 ***********************************************************************
 DJ4943  DESIGNATION -  14 HALE SW GPS
 DJ4943  PID         -  DJ4943
 DJ4943  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4943  COUNTRY     -  US
 DJ4943  USGS QUAD   -  ELK CREEK (2018)
 DJ4943
 DJ4943                         *CURRENT SURVEY CONTROL
 DJ4943  ______________________________________________________________________
 DJ4943* NAD 83(2011) POSITION- 44 26 13.68789(N) 091 24 12.63846(W)   ADJUSTED
 DJ4943* NAD 83(2011) ELLIP HT-   222.575 (meters)        (06/27/12)   ADJUSTED
 DJ4943* NAD 83(2011) EPOCH   -  2010.00
 DJ4943* NAVD 88 ORTHO HEIGHT -   253.690 (meters)      832.31  (feet) ADJUSTED
 DJ4943  ______________________________________________________________________
 DJ4943  GEOID HEIGHT    -        -31.112 (meters)                     GEOID18
 DJ4943  NAD 83(2011) X  -   -111,733.179 (meters)                     COMP
 DJ4943  NAD 83(2011) Y  - -4,560,392.123 (meters)                     COMP
 DJ4943  NAD 83(2011) Z  -  4,443,058.861 (meters)                     COMP
 DJ4943  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 DJ4943  DYNAMIC HEIGHT  -        253.660 (meters)      832.22  (feet) COMP
 DJ4943  MODELED GRAVITY -    980,493.6   (mgal)                       NAVD 88
 DJ4943
 DJ4943  VERT ORDER      -  SECOND    CLASS I
 DJ4943
 DJ4943  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4943  Standards:
 DJ4943         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4943            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4943  -------------------------------------------------------------------
 DJ4943  NETWORK    0.30   0.29           0.13   0.11   0.15     -0.00960089
 DJ4943  -------------------------------------------------------------------
 DJ4943  Click here for local accuracies and other accuracy information.
 DJ4943
 DJ4943.The horizontal coordinates were established by GPS observations
 DJ4943.and adjusted by the National Geodetic Survey in June 2012.
 DJ4943
 DJ4943.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4943.been affixed to the stable North American tectonic plate. See 
 DJ4943.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4943
 DJ4943.The horizontal coordinates are valid at the epoch date displayed above
 DJ4943.which is a decimal equivalence of Year/Month/Day.
 DJ4943
 DJ4943.The orthometric height was determined by differential leveling and
 DJ4943.adjusted by the WI DEPT OF TRANSP
 DJ4943.in May 2012.
 DJ4943
 DJ4943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4943.GEOID18 height accuracy estimate available here.
 DJ4943
 DJ4943.Click photographs - Photos may exist for this station.
 DJ4943
 DJ4943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4943
 DJ4943.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4943
 DJ4943.The ellipsoidal height was determined by GPS observations
 DJ4943.and is referenced to NAD 83.
 DJ4943
 DJ4943.The dynamic height is computed by dividing the NAVD 88
 DJ4943.geopotential number by the normal gravity value computed on the
 DJ4943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4943.degrees latitude (g = 980.6199 gals.).
 DJ4943
 DJ4943.The modeled gravity was interpolated from observed gravity values.
 DJ4943
 DJ4943. The following values were computed from the NAD 83(2011) position.
 DJ4943
 DJ4943;                    North         East     Units Scale Factor Converg.
 DJ4943;SPC WI C     -    68,058.896   488,268.467   MT  0.99996988   -0 59 25.0
 DJ4943;SPC WI C     -   223,289.89  1,601,927.46   sFT  0.99996988   -0 59 25.0
 DJ4943;UTM  15      - 4,921,665.853   627,053.957   MT  0.99979852   +1 07 04.4
 DJ4943
 DJ4943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4943!SPC WI C     -   0.99996510  x   0.99996988  =   0.99993498
 DJ4943!UTM  15      -   0.99996510  x   0.99979852  =   0.99976363
 DJ4943
 DJ4943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2705321665(NAD 83)
 DJ4943
 DJ4943                          SUPERSEDED SURVEY CONTROL
 DJ4943
 DJ4943  NAD 83(2007)-  44 26 13.68804(N)    091 24 12.63927(W) AD(2002.00) 1
 DJ4943  ELLIP H (07/29/08)  222.605  (m)                       GP(2002.00) 3 1
 DJ4943  NAVD 88             253.68   (m)          832.3    (f) LEVELING    3  
 DJ4943  NAVD 88 (07/08/08)  253.679  (m)          832.28   (f) SUPERSEDED  2 1
 DJ4943
 DJ4943.Superseded values are not recommended for survey control.
 DJ4943
 DJ4943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4943.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4943
 DJ4943_MARKER: DD = SURVEY DISK
 DJ4943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4943_STAMPING: 14 HALE SW GPS 1995
 DJ4943_MARK LOGO: WI-121
 DJ4943_PROJECTION: FLUSH
 DJ4943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4943+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DJ4943
 DJ4943  HISTORY     - Date     Condition        Report By
 DJ4943  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4943  HISTORY     - 20061025 GOOD             WIDT
 DJ4943  HISTORY     - 20111019 GOOD             WIDT
 DJ4943
 DJ4943                          STATION DESCRIPTION
 DJ4943
 DJ4943'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4943'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4943'HIGHWAY E ABOUT 5 MI (8.0 KM) NORTH OF THE CITY OF INDEPENDENCE, GO
 DJ4943'NORTH ON STATE HIGHWAY 93 FOR 0.75 MI (1.2 KM) TO THE STATION ON THE
 DJ4943'RIGHT.
 DJ4943'
 DJ4943'THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION
 DJ4943'DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST,
 DJ4943'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 DJ4943'PAVEMENT.
 DJ4943'
 DJ4943'THE STATION IS 12.5 M (41.0 FT) EAST OF THE CENTERLINE OF STATE
 DJ4943'HIGHWAY 93, 10 M (32.8 FT) NORTH OF A FIELD ENTRANCE, 8.4 M (27.6 FT)
 DJ4943'WEST OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DJ4943'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DJ4943'
 DJ4943'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4943'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4943
 DJ4943                          STATION RECOVERY (2011)
 DJ4943
 DJ4943'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4943'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8721 ***********************************************************************
 DP8721  DESIGNATION -  14 RESET
 DP8721  PID         -  DP8721
 DP8721  STATE/COUNTY-  WI/FOREST
 DP8721  COUNTRY     -  US
 DP8721  USGS QUAD   -  ALVIN (2018)
 DP8721
 DP8721                         *CURRENT SURVEY CONTROL
 DP8721  ______________________________________________________________________
 DP8721* NAD 83(1986) POSITION- 45 54 31.6    (N) 088 49 17.6    (W)   HD_HELD2
 DP8721* NAVD 88 ORTHO HEIGHT -   496.842 (meters)     1630.06  (feet) ADJUSTED
 DP8721  ______________________________________________________________________
 DP8721  GEOID HEIGHT    -        -32.427 (meters)                     GEOID18
 DP8721  DYNAMIC HEIGHT  -        496.829 (meters)     1630.01  (feet) COMP
 DP8721  MODELED GRAVITY -    980,572.3   (mgal)                       NAVD 88
 DP8721
 DP8721  VERT ORDER      -  SECOND    CLASS I
 DP8721
 DP8721.The horizontal coordinates were established by autonomous hand held GPS
 DP8721.observations and have an estimated accuracy of +/- 10 meters.
 DP8721
 DP8721.The orthometric height was determined by differential leveling and
 DP8721.adjusted by the NATIONAL GEODETIC SURVEY
 DP8721.in February 2017.
 DP8721
 DP8721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8721.GEOID18 height accuracy estimate available here.
 DP8721
 DP8721.Click photographs - Photos may exist for this station.
 DP8721
 DP8721.The dynamic height is computed by dividing the NAVD 88
 DP8721.geopotential number by the normal gravity value computed on the
 DP8721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8721.degrees latitude (g = 980.6199 gals.).
 DP8721
 DP8721.The modeled gravity was interpolated from observed gravity values.
 DP8721
 DP8721;                    North         East    Units  Estimated Accuracy
 DP8721;SPC WI N     -    83,159.      691,429.      MT  (+/- 10 meters HH2 GPS)
 DP8721
 DP8721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5872185525(NAD 83)
 DP8721
 DP8721                          SUPERSEDED SURVEY CONTROL
 DP8721
 DP8721.No superseded survey control is available for this station.
 DP8721
 DP8721_MARKER: DD = SURVEY DISK
 DP8721_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP8721_SP_SET: BRIDGE PARAPET WALL
 DP8721_STAMPING: 14 GDS RESET 1978
 DP8721_MARK LOGO: USGS
 DP8721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8721+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 DP8721
 DP8721  HISTORY     - Date     Condition        Report By
 DP8721  HISTORY     - 1978     MONUMENTED       USGS
 DP8721  HISTORY     - 20140729 GOOD             WIHD
 DP8721
 DP8721                          STATION DESCRIPTION
 DP8721
 DP8721'DESCRIBED BY WI HIGHWAY DEPT 2014 (EPS)
 DP8721'THE STATION IS APPROXIMATELY 17.0 MI (27.4 KM) NORTH-NORTHEAST OF
 DP8721'ARGONNE, 9.3 MI (15.0 KM) WEST OF TIPLER AND 5.5 MI (8.8 KM) SOUTH OF
 DP8721'ALVIN.
 DP8721'
 DP8721'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8721'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8721'SOUTH ON STATE HIGHWAY 55 FOR 3.45 MI (5.6 KM) TO NATIONAL FOREST ROAD
 DP8721'2511 ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 55 FOR 0.7 MI (1.1
 DP8721'KM) TO A BRIDGE OVER THE PINE RIVER AND THE STATION ON THE LEFT.
 DP8721'
 DP8721'THE STATION IS 3.7 M (12.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DP8721'55, 2.7 M (8.9 FT) NORTH OF THE SOUTH END OF THE EAST PARAPET WALL OF
 DP8721'THE BRIDGE AND LOCATED 3.9 M (12.8 FT) NORTH OF A WHITE PLASTIC
 DP8721'WITNESS POST.
 DP8721'
 DP8721'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST AND TO THE WEST
 DP8721'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8721'UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY DISK SET IN
 DP8721'THE TOP OF A BRIDGE PARAPET WALL, APPROXIMATELY 0.9 M (3.0 FT) HIGHER
 DP8721'THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9985 ***********************************************************************
 AF9985  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9985  DESIGNATION -  140 METEOR GPS
 AF9985  PID         -  AF9985
 AF9985  STATE/COUNTY-  WI/SAWYER
 AF9985  COUNTRY     -  US
 AF9985  USGS QUAD   -  WEIRGOR (2018)
 AF9985
 AF9985                         *CURRENT SURVEY CONTROL
 AF9985  ______________________________________________________________________
 AF9985* NAD 83(2011) POSITION- 45 40 04.54354(N) 091 18 22.58089(W)   ADJUSTED
 AF9985* NAD 83(2011) ELLIP HT-   405.693 (meters)        (06/27/12)   ADJUSTED
 AF9985* NAD 83(2011) EPOCH   -  2010.00
 AF9985* NAVD 88 ORTHO HEIGHT -   435.83  (meters)     1429.9   (feet) GPS OBS
 AF9985  ______________________________________________________________________
 AF9985  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AF9985  GEOID HEIGHT    -        -30.145 (meters)                     GEOID12A
 AF9985  GEOID HEIGHT    -        -30.142 (meters)                     GEOID18
 AF9985  NAD 83(2011) X  -   -101,789.433 (meters)                     COMP
 AF9985  NAD 83(2011) Y  - -4,463,918.947 (meters)                     COMP
 AF9985  NAD 83(2011) Z  -  4,539,821.739 (meters)                     COMP
 AF9985  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 AF9985
 AF9985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9985  Standards:
 AF9985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9985  -------------------------------------------------------------------
 AF9985  NETWORK    0.44   0.96           0.20   0.15   0.49     -0.11472247
 AF9985  -------------------------------------------------------------------
 AF9985  Click here for local accuracies and other accuracy information.
 AF9985
 AF9985.The horizontal coordinates were established by GPS observations
 AF9985.and adjusted by the National Geodetic Survey in June 2012.
 AF9985
 AF9985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9985.been affixed to the stable North American tectonic plate. See 
 AF9985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9985
 AF9985.The horizontal coordinates are valid at the epoch date displayed above
 AF9985.which is a decimal equivalence of Year/Month/Day.
 AF9985
 AF9985.The orthometric height was determined by GPS observations and a
 AF9985.high-resolution geoid model using precise GPS observation and
 AF9985.processing techniques.
 AF9985
 AF9985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9985.GEOID18 height accuracy estimate available here.
 AF9985
 AF9985.Click photographs - Photos may exist for this station.
 AF9985
 AF9985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9985
 AF9985.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9985
 AF9985.The ellipsoidal height was determined by GPS observations
 AF9985.and is referenced to NAD 83.
 AF9985
 AF9985. The following values were computed from the NAD 83(2011) position.
 AF9985
 AF9985;                    North         East     Units Scale Factor Converg.
 AF9985;SPC WI N     -    56,549.126   498,214.514   MT  0.99998316   -0 56 32.3
 AF9985;SPC WI N     -   185,528.26  1,634,558.78   sFT  0.99998316   -0 56 32.3
 AF9985;UTM  15      - 5,058,548.229   631,931.161   MT  0.99981399   +1 12 42.1
 AF9985
 AF9985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9985!SPC WI N     -   0.99993640  x   0.99998316  =   0.99991956
 AF9985!UTM  15      -   0.99993640  x   0.99981399  =   0.99975040
 AF9985
 AF9985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3193158548(NAD 83)
 AF9985
 AF9985                          SUPERSEDED SURVEY CONTROL
 AF9985
 AF9985  NAD 83(2007)-  45 40 04.54362(N)    091 18 22.58157(W) AD(2002.00) 0
 AF9985  ELLIP H (02/10/07)  405.724  (m)                       GP(2002.00)    
 AF9985  NAD 83(1997)-  45 40 04.54364(N)    091 18 22.58233(W) AD(       ) 1
 AF9985  ELLIP H (12/26/02)  405.719  (m)                       GP(       ) 3 2
 AF9985  NAD 83(1991)-  45 40 04.54324(N)    091 18 22.58107(W) AD(       ) 1
 AF9985  ELLIP H (04/30/98)  405.735  (m)                       GP(       ) 3 2
 AF9985  NAVD 88 (04/30/98)  435.8    (m)  GEOID96  model used  GPS OBS        
 AF9985
 AF9985.Superseded values are not recommended for survey control.
 AF9985
 AF9985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9985.See file dsdata.pdf to determine how the superseded data were derived.
 AF9985
 AF9985_MARKER: DD = SURVEY DISK
 AF9985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9985_STAMPING: 140 METEOR GPS 1995
 AF9985_MARK LOGO: WI-113
 AF9985_PROJECTION: FLUSH
 AF9985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9985+STABILITY: SURFACE MOTION
 AF9985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9985+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 AF9985
 AF9985  HISTORY     - Date     Condition        Report By
 AF9985  HISTORY     - 1995     MONUMENTED       WI-113
 AF9985  HISTORY     - 20080921 GOOD             WIDT
 AF9985  HISTORY     - 20100602 GOOD             WIDT
 AF9985
 AF9985                          STATION DESCRIPTION
 AF9985
 AF9985'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9985'STATION IS LOCATED ABOUT 26 MI (41.8 KM) SOUTHEAST OF HAYWARD AND IS
 AF9985'ABOUT 3 MI (4.8 KM) WEST OF EXELAND, IN THE SW1/4-SE1/4, SECTION 24,
 AF9985'T37N, R8W.  TO REACH STATION FROM EXELAND, AT THE JUNCTION OF S.T.H.
 AF9985'48 AND C.T.H.  C.  GO WEST ON C.T.H.  C, 2.95 MI (4.75 KM) TO STATION.
 AF9985'STATION IS LOCATED 240 FT (73.2 M) EAST OF THE JUNCTION OF C.T.H.  C
 AF9985'AND VALLEY VIEW ROAD, 33 FT (10.1 M) NORTH OF CENTERLINE OF C.T.H.  C,
 AF9985'1.9 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST AND 1.5 FT (0.5
 AF9985'M) SOUTHWEST OF A CARSONITE WITNESS POST.  STATION MARK IS A BRASS
 AF9985'CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY
 AF9985'6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AF9985
 AF9985                          STATION RECOVERY (2008)
 AF9985
 AF9985'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AF9985'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 10.4 M NORTH OF THE
 AF9985'CENTERLINE OF COUNTY HIGHWAY C, 4 M SOUTH OF A CULTIVATED FIELD, AND
 AF9985'1.0 M NORTH, 1.0 M SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE ORANGE 4X4
 AF9985'PLASTIC GUARD POSTS.  ---NOTE--- THIS STATION HAS NO VISIBLE
 AF9985'OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AF9985
 AF9985                          STATION RECOVERY (2010)
 AF9985
 AF9985'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9985'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0654 ***********************************************************************
 PN0654  DESIGNATION -  1407 USLS
 PN0654  PID         -  PN0654
 PN0654  STATE/COUNTY-  WI/OUTAGAMIE
 PN0654  COUNTRY     -  US
 PN0654  USGS QUAD   -  KAUKAUNA (2018)
 PN0654
 PN0654                         *CURRENT SURVEY CONTROL
 PN0654  ______________________________________________________________________
 PN0654* NAD 83(1986) POSITION- 44 17 00.     (N) 088 17 54.     (W)   SCALED
 PN0654* NAVD 88 ORTHO HEIGHT -   222.691 (meters)      730.61  (feet) ADJUSTED
 PN0654  ______________________________________________________________________
 PN0654  GEOID HEIGHT    -        -36.247 (meters)                     GEOID18
 PN0654  DYNAMIC HEIGHT  -        222.655 (meters)      730.49  (feet) COMP
 PN0654  MODELED GRAVITY -    980,454.3   (mgal)                       NAVD 88
 PN0654
 PN0654  VERT ORDER      -  FIRST     CLASS 0
 PN0654
 PN0654.The horizontal coordinates were scaled from a map and have
 PN0654.an estimated accuracy of +/- 6 seconds.
 PN0654
 PN0654.The orthometric height was determined by differential leveling and
 PN0654.adjusted by the NATIONAL GEODETIC SURVEY
 PN0654.in June 1991.
 PN0654
 PN0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0654.GEOID18 height accuracy estimate available here.
 PN0654
 PN0654.Click photographs - Photos may exist for this station.
 PN0654
 PN0654.The dynamic height is computed by dividing the NAVD 88
 PN0654.geopotential number by the normal gravity value computed on the
 PN0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0654.degrees latitude (g = 980.6199 gals.).
 PN0654
 PN0654.The modeled gravity was interpolated from observed gravity values.
 PN0654
 PN0654;                    North         East    Units  Estimated Accuracy
 PN0654;SPC WI C     -    51,430.      735,820.      MT  (+/- 180 meters Scaled)
 PN0654
 PN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ964041(NAD 83)
 PN0654
 PN0654                          SUPERSEDED SURVEY CONTROL
 PN0654
 PN0654.No superseded survey control is available for this station.
 PN0654
 PN0654_MARKER: I = METAL ROD
 PN0654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0654_PROJECTION: FLUSH
 PN0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0654_ROD/PIPE-DEPTH: 2.44 meters
 PN0654
 PN0654  HISTORY     - Date     Condition        Report By
 PN0654  HISTORY     - 1962     MONUMENTED       USLS
 PN0654  HISTORY     - 1974     GOOD             NOS
 PN0654  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PN0654  HISTORY     - 20030625 MARK NOT FOUND   USPSQD
 PN0654  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 PN0654
 PN0654                          STATION DESCRIPTION
 PN0654
 PN0654'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0654'IN LITTLE CHUTE.
 PN0654'IN LITTLE CHUTE, ON THE NORTH SIDE OF THE FOX RIVER, ON SOUTH SIDE OF
 PN0654'WISCONSIN HIGHWAY 96 (DRAPER ROAD), IN LINE WITH EAST FACE OF
 PN0654'DWELLING AT 1407 DRAPER ROAD, 50.5 FT. NORTHEAST OF NORTHWEST CORNER
 PN0654'AND 36.5 FT. NORTHWEST OF NORTHEAST CORNER OF BUILDING, 25 FT. SOUTH
 PN0654'OF CENTERLINE OF HIGHWAY, 21.7 FT. NORTHWEST OF A 9 INCH MAPLE, 1.4
 PN0654'FT. SOUTH OF NORTH EDGE OF SOUTH CURB, 1.0 FT. NORTH OF NORTH EDGE OF
 PN0654'SIDEWALK, A 5/8 INCH DIAMETER COPPER COATED STEEL ROD, 8 FT. LONG.
 PN0654
 PN0654                          STATION RECOVERY (1990)
 PN0654
 PN0654'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 PN0654'MARK NOT FOUND.
 PN0654
 PN0654                          STATION RECOVERY (2003)
 PN0654
 PN0654'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0654'NOT FOUND WITH METAL DETECTOR AND DIGGING.  NOTE-- THE MAPLE TREE HAS
 PN0654'BEEN CUT DOWN.
 PN0654
 PN0654                          STATION RECOVERY (2004)
 PN0654
 PN0654'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0654'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9576 ***********************************************************************
 AG9576  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9576  DESIGNATION -  141 STONEY HILL GPS
 AG9576  PID         -  AG9576
 AG9576  STATE/COUNTY-  WI/SAWYER
 AG9576  COUNTRY     -  US
 AG9576  USGS QUAD   -  EDGEWATER (2018)
 AG9576
 AG9576                         *CURRENT SURVEY CONTROL
 AG9576  ______________________________________________________________________
 AG9576* NAD 83(2011) POSITION- 45 39 07.97631(N) 091 25 40.09487(W)   ADJUSTED
 AG9576* NAD 83(2011) ELLIP HT-   448.850 (meters)        (04/15/13)   ADJUSTED
 AG9576* NAD 83(2011) EPOCH   -  2010.00
 AG9576* NAVD 88 ORTHO HEIGHT -   478.94  (meters)     1571.3   (feet) GPS OBS
 AG9576  ______________________________________________________________________
 AG9576  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9576  GEOID HEIGHT    -        -30.088 (meters)                     GEOID12A
 AG9576  GEOID HEIGHT    -        -30.090 (meters)                     GEOID18
 AG9576  NAD 83(2011) X  -   -111,289.616 (meters)                     COMP
 AG9576  NAD 83(2011) Y  - -4,464,971.903 (meters)                     COMP
 AG9576  NAD 83(2011) Z  -  4,538,631.919 (meters)                     COMP
 AG9576  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 AG9576
 AG9576  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9576  Standards:
 AG9576         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9576            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9576  -------------------------------------------------------------------
 AG9576  NETWORK    0.69   1.43           0.32   0.23   0.73     -0.02653500
 AG9576  -------------------------------------------------------------------
 AG9576  Click here for local accuracies and other accuracy information.
 AG9576
 AG9576.The horizontal coordinates were established by GPS observations
 AG9576.and adjusted by the National Geodetic Survey in June 2012.
 AG9576
 AG9576.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9576.been affixed to the stable North American tectonic plate. See 
 AG9576.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9576
 AG9576.The horizontal coordinates are valid at the epoch date displayed above
 AG9576.which is a decimal equivalence of Year/Month/Day.
 AG9576
 AG9576.The orthometric height was determined by GPS observations and a
 AG9576.high-resolution geoid model using precise GPS observation and
 AG9576.processing techniques.
 AG9576
 AG9576.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9576.GEOID18 height accuracy estimate available here.
 AG9576
 AG9576.Click photographs - Photos may exist for this station.
 AG9576
 AG9576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9576
 AG9576.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9576
 AG9576.The ellipsoidal height was determined by GPS observations
 AG9576.and is referenced to NAD 83.
 AG9576
 AG9576. The following values were computed from the NAD 83(2011) position.
 AG9576
 AG9576;                    North         East     Units Scale Factor Converg.
 AG9576;SPC WI N     -    54,965.994   488,714.283   MT  0.99998557   -1 01 47.9
 AG9576;SPC WI N     -   180,334.27  1,603,390.11   sFT  0.99998557   -1 01 47.9
 AG9576;UTM  15      - 5,056,609.470   622,498.900   MT  0.99978449   +1 07 28.0
 AG9576
 AG9576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9576!SPC WI N     -   0.99992964  x   0.99998557  =   0.99991521
 AG9576!UTM  15      -   0.99992964  x   0.99978449  =   0.99971414
 AG9576
 AG9576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2249856609(NAD 83)
 AG9576
 AG9576                          SUPERSEDED SURVEY CONTROL
 AG9576
 AG9576  ELLIP H (06/27/12)  448.789  (m)                       GP(2010.00)    
 AG9576  ELLIP H (04/06/12)  448.883  (m)                       GP(       ) 1 1
 AG9576  NAD 83(2007)-  45 39 07.97639(N)    091 25 40.09553(W) AD(2002.00) 0
 AG9576  ELLIP H (02/10/07)  448.823  (m)                       GP(2002.00)    
 AG9576  NAD 83(1997)-  45 39 07.97639(N)    091 25 40.09638(W) AD(       ) 1
 AG9576  ELLIP H (12/26/02)  448.806  (m)                       GP(       ) 3 2
 AG9576  NAD 83(1991)-  45 39 07.97601(N)    091 25 40.09506(W) AD(       ) 1
 AG9576  ELLIP H (04/30/98)  448.820  (m)                       GP(       ) 3 2
 AG9576  NAVD 88 (04/30/98)  478.8    (m)  GEOID96  model used  GPS OBS        
 AG9576
 AG9576.Superseded values are not recommended for survey control.
 AG9576
 AG9576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9576.See file dsdata.pdf to determine how the superseded data were derived.
 AG9576
 AG9576_MARKER: DD = SURVEY DISK
 AG9576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9576_STAMPING: 141 STONEY HILL GPS 1995
 AG9576_MARK LOGO: WI-113
 AG9576_PROJECTION: FLUSH
 AG9576_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9576+STABILITY: SURFACE MOTION
 AG9576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9576+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2010
 AG9576
 AG9576  HISTORY     - Date     Condition        Report By
 AG9576  HISTORY     - 1995     MONUMENTED       WI-113
 AG9576  HISTORY     - 20080921 GOOD             WIDT
 AG9576  HISTORY     - 20100603 GOOD             WIDT
 AG9576
 AG9576                          STATION DESCRIPTION
 AG9576
 AG9576'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9576'STATION IS LOCATED ABOUT 26 MI (41.8 KM) SOUTHEAST OF HAYWARD AND IS
 AG9576'ABOUT 9 MI (14.5 KM) SOUTHWEST OF EXELAND, IN THE SW1/4-SE1/4, SECTION
 AG9576'25, T37N, R9W.  TO REACH STATION FROM THE JUNCTION OF S.T.H. 48 AND
 AG9576'C.T.H.  C, WHICH IS 6.9 MI (11.1 KM) WEST OF EXELAND, VIA S.T.H.  48.
 AG9576'GO WEST ON S.T.H.  48, 2.8 MI (4.5 KM) TO THE JUNCTION WITH STONEY
 AG9576'HILL ROAD, TURN LEFT AND SOUTH ON STONEY HILL ROAD, GO 2.4 MI (3.9 KM)
 AG9576'TO STATION.  STATION IS LOCATED 23 FT (7.0 M) NORTH OF THE CENTERLINE
 AG9576'OF STONEY HILL ROAD, 1.5 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST
 AG9576'AND 1.7 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.  STATION MARK IS
 AG9576'A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M)
 AG9576'IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9576
 AG9576                          STATION RECOVERY (2008)
 AG9576
 AG9576'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9576'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AG9576'OF STATE HIGHWAY 48 WITH COUNTY HIGHWAY C APPROXIMATELY 6 MILES
 AG9576'NORTHWEST OF THE VILLAGE OF EXELAND, GO WEST ON STATE HIGHWAY 48 FOR
 AG9576'2.8 MILES TO STONEY HILL ROAD LEFT, TURN LEFT AND GO SOUTH ON STONEY
 AG9576'HILL ROAD FOR 2.0 MILES TO A CURVE TO THE RIGHT, CURVE RIGHT AND GO
 AG9576'WEST ON STONEY HILL ROAD FOR 0.42 MILE TO THE STATION ON THE RIGHT.
 AG9576'THE STATION IS 6.7 M NORTH OF THE CENTERLINE OF STONEY HILL ROAD, 0.05
 AG9576'MILE WEST OF PRIVATE ENTRANCE --14642W--, 44.4 M EAST OF THE
 AG9576'CENTERLINE OF PRIVATE ENTRANCE --14680W--, 37.6 M EAST OF TELEPHONE
 AG9576'PEDESTAL --6L 22--, 1.0 M SOUTH OF A BARBED WIRE FENCE, AND 1.0 M
 AG9576'NORTH, 1.0 M SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE ORANGE 4X4
 AG9576'PLASTIC GUARD POSTS.
 AG9576'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER THAN 15
 AG9576'DEGREES ABOVE THE HORIZON.
 AG9576
 AG9576                          STATION RECOVERY (2010)
 AG9576
 AG9576'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9576'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9988 ***********************************************************************
 AF9988  DESIGNATION -  142 NEFF GPS
 AF9988  PID         -  AF9988
 AF9988  STATE/COUNTY-  WI/SAWYER
 AF9988  COUNTRY     -  US
 AF9988  USGS QUAD   -  STANBERRY EAST (2018)
 AF9988
 AF9988                         *CURRENT SURVEY CONTROL
 AF9988  ______________________________________________________________________
 AF9988* NAD 83(2011) POSITION- 46 03 49.91577(N) 091 32 25.03800(W)   ADJUSTED
 AF9988* NAD 83(2011) ELLIP HT-   355.442 (meters)        (06/27/12)   ADJUSTED
 AF9988* NAD 83(2011) EPOCH   -  2010.00
 AF9988* NAVD 88 ORTHO HEIGHT -   383.7   (meters)     1259.    (feet) GPS OBS
 AF9988  ______________________________________________________________________
 AF9988  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9988  GEOID HEIGHT    -        -28.241 (meters)                     GEOID96
 AF9988  GEOID HEIGHT    -        -28.290 (meters)                     GEOID18
 AF9988  NAD 83(2011) X  -   -119,170.740 (meters)                     COMP
 AF9988  NAD 83(2011) Y  - -4,431,855.618 (meters)                     COMP
 AF9988  NAD 83(2011) Z  -  4,570,431.875 (meters)                     COMP
 AF9988  LAPLACE CORR    -        -11.30  (seconds)                    DEFLEC18
 AF9988
 AF9988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9988  Standards:
 AF9988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9988  -------------------------------------------------------------------
 AF9988  NETWORK    0.50   2.12           0.23   0.17   1.08      0.02935262
 AF9988  -------------------------------------------------------------------
 AF9988  Click here for local accuracies and other accuracy information.
 AF9988
 AF9988.The horizontal coordinates were established by GPS observations
 AF9988.and adjusted by the National Geodetic Survey in June 2012.
 AF9988
 AF9988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9988.been affixed to the stable North American tectonic plate. See 
 AF9988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9988
 AF9988.The horizontal coordinates are valid at the epoch date displayed above
 AF9988.which is a decimal equivalence of Year/Month/Day.
 AF9988
 AF9988.The orthometric height was determined by GPS observations and a
 AF9988.high-resolution geoid model.
 AF9988
 AF9988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9988.GEOID18 height accuracy estimate available here.
 AF9988
 AF9988.Click photographs - Photos may exist for this station.
 AF9988
 AF9988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9988
 AF9988.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9988
 AF9988.The ellipsoidal height was determined by GPS observations
 AF9988.and is referenced to NAD 83.
 AF9988
 AF9988. The following values were computed from the NAD 83(2011) position.
 AF9988
 AF9988;                    North         East     Units Scale Factor Converg.
 AF9988;SPC WI N     -   100,873.746   480,835.323   MT  0.99994698   -1 06 40.0
 AF9988;SPC WI N     -   330,949.95  1,577,540.56   sFT  0.99994698   -1 06 40.0
 AF9988;UTM  15      - 5,102,179.162   612,898.303   MT  0.99975669   +1 03 04.6
 AF9988
 AF9988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9988!SPC WI N     -   0.99994428  x   0.99994698  =   0.99989126
 AF9988!UTM  15      -   0.99994428  x   0.99975669  =   0.99970099
 AF9988
 AF9988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1289802179(NAD 83)
 AF9988
 AF9988                          SUPERSEDED SURVEY CONTROL
 AF9988
 AF9988  NAD 83(2007)-  46 03 49.91587(N)    091 32 25.03867(W) AD(2002.00) 0
 AF9988  ELLIP H (02/10/07)  355.478  (m)                       GP(2002.00)    
 AF9988  NAD 83(1997)-  46 03 49.91593(N)    091 32 25.03927(W) AD(       ) 1
 AF9988  ELLIP H (12/26/02)  355.491  (m)                       GP(       ) 3 2
 AF9988  NAD 83(1991)-  46 03 49.91562(N)    091 32 25.03826(W) AD(       ) 1
 AF9988  ELLIP H (04/30/98)  355.483  (m)                       GP(       ) 3 2
 AF9988
 AF9988.Superseded values are not recommended for survey control.
 AF9988
 AF9988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9988.See file dsdata.pdf to determine how the superseded data were derived.
 AF9988
 AF9988_MARKER: DD = SURVEY DISK
 AF9988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9988_STAMPING: 142 NEFF GPS 1997
 AF9988_MARK LOGO: WI-113
 AF9988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9988+STABILITY: SURFACE MOTION
 AF9988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9988+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AF9988
 AF9988  HISTORY     - Date     Condition        Report By
 AF9988  HISTORY     - 1997     MONUMENTED       WI-113
 AF9988
 AF9988                          STATION DESCRIPTION
 AF9988
 AF9988'DESCRIBED BY SAWYER COUNTY WISCONSIN 1997 (RLP)
 AF9988'STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) WEST OF HAYWARD, IN THE
 AF9988'SW1/4-NE1/4, SECTION 6, T41N, R9W.  TO REACH STATION FROM THE JUNCTION
 AF9988'OF U.S.H.  63 AND S.T.H.  27-77, IN HAYWARD, GO WEST ON S.T.H.  27-77
 AF9988'3.6 MI (5.8 KM) TO THE JUNCTION OF S.T.H.  27 AND S.T.H.  77, CONTINUE
 AF9988'WEST ON S.T.H.  77 FOR 1.5 MI (2.4 KM) TO THE JUNCTION WITH OLSON
 AF9988'ROAD, TURN RIGHT AND NORTH ON OLSON ROAD, GO 0.6 MI (1.0 KM) TO
 AF9988'STATION.  STATION IS LOCATED 30 FT (9.1 M) EAST OF CENTERLINE OF OLSON
 AF9988'ROAD, 2.3 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST, 2.8 FT (0.9 M)
 AF9988'EAST OF A CARSONITE WITNESS POST AND 20 FT (6.1 M) WEST OF THE EDGE OF
 AF9988'A POND.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AF9988'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9984 ***********************************************************************
 AF9984  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9984  DESIGNATION -  143 YARNELL GPS
 AF9984  PID         -  AF9984
 AF9984  STATE/COUNTY-  WI/SAWYER
 AF9984  COUNTRY     -  US
 AF9984  USGS QUAD   -  EDGEWATER (2018)
 AF9984
 AF9984                         *CURRENT SURVEY CONTROL
 AF9984  ______________________________________________________________________
 AF9984* NAD 83(2011) POSITION- 45 43 18.05437(N) 091 25 10.92465(W)   ADJUSTED
 AF9984* NAD 83(2011) ELLIP HT-   425.989 (meters)        (06/27/12)   ADJUSTED
 AF9984* NAD 83(2011) EPOCH   -  2010.00
 AF9984* NAVD 88 ORTHO HEIGHT -   456.00  (meters)     1496.1   (feet) GPS OBS
 AF9984  ______________________________________________________________________
 AF9984  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AF9984  GEOID HEIGHT    -        -30.005 (meters)                     GEOID12A
 AF9984  GEOID HEIGHT    -        -30.004 (meters)                     GEOID18
 AF9984  NAD 83(2011) X  -   -110,520.893 (meters)                     COMP
 AF9984  NAD 83(2011) Y  - -4,459,448.437 (meters)                     COMP
 AF9984  NAD 83(2011) Z  -  4,544,009.533 (meters)                     COMP
 AF9984  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 AF9984
 AF9984  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9984  Standards:
 AF9984         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9984            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9984  -------------------------------------------------------------------
 AF9984  NETWORK    0.43   0.96           0.20   0.14   0.49      0.03210524
 AF9984  -------------------------------------------------------------------
 AF9984  Click here for local accuracies and other accuracy information.
 AF9984
 AF9984.The horizontal coordinates were established by GPS observations
 AF9984.and adjusted by the National Geodetic Survey in June 2012.
 AF9984
 AF9984.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9984.been affixed to the stable North American tectonic plate. See 
 AF9984.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9984
 AF9984.The horizontal coordinates are valid at the epoch date displayed above
 AF9984.which is a decimal equivalence of Year/Month/Day.
 AF9984
 AF9984.The orthometric height was determined by GPS observations and a
 AF9984.high-resolution geoid model using precise GPS observation and
 AF9984.processing techniques.
 AF9984
 AF9984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9984.GEOID18 height accuracy estimate available here.
 AF9984
 AF9984.Click photographs - Photos may exist for this station.
 AF9984
 AF9984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9984
 AF9984.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9984
 AF9984.The ellipsoidal height was determined by GPS observations
 AF9984.and is referenced to NAD 83.
 AF9984
 AF9984. The following values were computed from the NAD 83(2011) position.
 AF9984
 AF9984;                    North         East     Units Scale Factor Converg.
 AF9984;SPC WI N     -    62,674.116   489,483.762   MT  0.99997547   -1 01 26.9
 AF9984;SPC WI N     -   205,623.33  1,605,914.64   sFT  0.99997547   -1 01 26.9
 AF9984;UTM  15      - 5,064,339.566   622,977.886   MT  0.99978593   +1 07 53.6
 AF9984
 AF9984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9984!SPC WI N     -   0.99993322  x   0.99997547  =   0.99990869
 AF9984!UTM  15      -   0.99993322  x   0.99978593  =   0.99971917
 AF9984
 AF9984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2297764339(NAD 83)
 AF9984
 AF9984                          SUPERSEDED SURVEY CONTROL
 AF9984
 AF9984  NAD 83(2007)-  45 43 18.05444(N)    091 25 10.92531(W) AD(2002.00) 0
 AF9984  ELLIP H (02/10/07)  426.023  (m)                       GP(2002.00)    
 AF9984  NAD 83(1997)-  45 43 18.05445(N)    091 25 10.92614(W) AD(       ) 1
 AF9984  ELLIP H (12/26/02)  426.006  (m)                       GP(       ) 3 2
 AF9984  NAD 83(1991)-  45 43 18.05406(N)    091 25 10.92485(W) AD(       ) 1
 AF9984  ELLIP H (04/30/98)  426.019  (m)                       GP(       ) 3 2
 AF9984  NAVD 88 (04/30/98)  455.9    (m)  GEOID96  model used  GPS OBS        
 AF9984
 AF9984.Superseded values are not recommended for survey control.
 AF9984
 AF9984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9984.See file dsdata.pdf to determine how the superseded data were derived.
 AF9984
 AF9984_MARKER: DD = SURVEY DISK
 AF9984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9984_STAMPING: 143 YARNELL GPS 1995
 AF9984_MARK LOGO: WI-113
 AF9984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9984+STABILITY: SURFACE MOTION
 AF9984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9984+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2010
 AF9984
 AF9984  HISTORY     - Date     Condition        Report By
 AF9984  HISTORY     - 1995     MONUMENTED       WI-113
 AF9984  HISTORY     - 20100915 GOOD             WIDT
 AF9984
 AF9984                          STATION DESCRIPTION
 AF9984
 AF9984'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9984'STATION IS LOCATED ABOUT 21 MI (33.8 KM) SOUTH OF HAYWARD, IN THE
 AF9984'NE1/4-NE1/4, SECTION 1, T37N, R9W.  TO REACH STATION FROM THE JUNCTION
 AF9984'OF S.T.H.  27-70 AND C.T.H.  C, WHICH IS 21.7 MI (34.9 KM) SOUTH OF
 AF9984'HAYWARD, VIA S.T.H.  27 AND S.T.H.  27-70.  GO SOUTH ON C.T.H.  C, 5.2
 AF9984'MI (8.4 KM) TO THE JUNCTION WITH TOWN LINE ROAD, TURN RIGHT AND WEST
 AF9984'ON TOWN LINE ROAD, GO 3.1 MI (5.0 KM) TO THE JUNCTION WITH YARNELL
 AF9984'ROAD, TURN LEFT AND SOUTH ON YARNELL ROAD, GO 0.1 MI (0.2 KM) TO
 AF9984'STATION.  STATION IS LOCATED 25 FT (7.6 M) WEST OF CENTERLINE OF
 AF9984'YARNELL ROAD, 2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST AND 1.7
 AF9984'FT (0.5 M) WEST OF A CARSONITE WITNESS POST. STATION MARK IS A BRASS
 AF9984'CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY
 AF9984'6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AF9984
 AF9984                          STATION RECOVERY (2010)
 AF9984
 AF9984'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9984'--ADD STATION 30 M (98.4 FT) SOUTH OF EXTENDED PRIVATE ENTRANCE FOR
 AF9984'2438N YARNELL ROAD, 23 M (75.5 FT) SOUTH OF POWER POLE.  CARSONITE
 AF9984'WITNESS POSTS HAVE BEEN REMOVED AND MARK IS 1 M (3.3 FT) FROM THREE
 AF9984'ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4994 ***********************************************************************
 DQ4994  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4994  DESIGNATION -  143219
 DQ4994  PID         -  DQ4994
 DQ4994  STATE/COUNTY-  WI/MARINETTE
 DQ4994  COUNTRY     -  US
 DQ4994  USGS QUAD   -  MOUNT TOM (2018)
 DQ4994
 DQ4994                         *CURRENT SURVEY CONTROL
 DQ4994  ______________________________________________________________________
 DQ4994* NAD 83(2011) POSITION- 45 15 08.73376(N) 088 05 02.06354(W)   ADJUSTED
 DQ4994* NAD 83(2011) ELLIP HT-   200.080 (meters)        (04/14/17)   ADJUSTED
 DQ4994* NAD 83(2011) EPOCH   -  2010.00
 DQ4994* NAVD 88 ORTHO HEIGHT -   236.02  (meters)      774.3   (feet) GPS OBS
 DQ4994  ______________________________________________________________________
 DQ4994  GEOID HEIGHT    -        -35.941 (meters)                     GEOID18
 DQ4994  NAD 83(2011) X  -    150,389.743 (meters)                     COMP
 DQ4994  NAD 83(2011) Y  - -4,495,336.595 (meters)                     COMP
 DQ4994  NAD 83(2011) Z  -  4,507,283.340 (meters)                     COMP
 DQ4994  LAPLACE CORR    -         -4.54  (seconds)                    DEFLEC18
 DQ4994
 DQ4994  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4994  Standards:
 DQ4994         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4994            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4994  -------------------------------------------------------------------
 DQ4994  NETWORK    0.64   0.86           0.30   0.21   0.44      0.05664453
 DQ4994  -------------------------------------------------------------------
 DQ4994  Click here for local accuracies and other accuracy information.
 DQ4994
 DQ4994.The horizontal coordinates were established by GPS observations
 DQ4994.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4994
 DQ4994.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4994.been affixed to the stable North American tectonic plate. See 
 DQ4994.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4994
 DQ4994.The horizontal coordinates are valid at the epoch date displayed above
 DQ4994.which is a decimal equivalence of Year/Month/Day.
 DQ4994
 DQ4994.The orthometric height was determined by GPS observations and a
 DQ4994.high-resolution geoid model using precise GPS observation and
 DQ4994.processing techniques.
 DQ4994
 DQ4994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4994.GEOID18 height accuracy estimate available here.
 DQ4994
 DQ4994.Click photographs - Photos may exist for this station.
 DQ4994
 DQ4994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4994
 DQ4994.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4994
 DQ4994.The ellipsoidal height was determined by GPS observations
 DQ4994.and is referenced to NAD 83.
 DQ4994
 DQ4994. The following values were computed from the NAD 83(2011) position.
 DQ4994
 DQ4994;                    North         East     Units Scale Factor Converg.
 DQ4994;SPC WI C     -   159,465.342   750,393.432   MT  0.99996224   +1 21 07.0
 DQ4994;SPC WI C     -   523,179.21  2,461,915.78   sFT  0.99996224   +1 21 07.0
 DQ4994;UTM  16      - 5,011,563.759   414,947.560   MT  0.99968894   -0 46 11.5
 DQ4994
 DQ4994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4994!SPC WI C     -   0.99996863  x   0.99996224  =   0.99993087
 DQ4994!UTM  16      -   0.99996863  x   0.99968894  =   0.99965758
 DQ4994
 DQ4994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1494711563(NAD 83)
 DQ4994
 DQ4994                          SUPERSEDED SURVEY CONTROL
 DQ4994
 DQ4994.No superseded survey control is available for this station.
 DQ4994
 DQ4994_MARKER: DD = SURVEY DISK
 DQ4994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4994_STAMPING: 143219 2000
 DQ4994_MARK LOGO: WI-075
 DQ4994_PROJECTION: FLUSH
 DQ4994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4994+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4994
 DQ4994  HISTORY     - Date     Condition        Report By
 DQ4994  HISTORY     - 2000     MONUMENTED       WI-075
 DQ4994  HISTORY     - 20150201 GOOD             WIDT
 DQ4994
 DQ4994                          STATION DESCRIPTION
 DQ4994
 DQ4994'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4994'THE STATION IS APPROXIMATELY 21.6 MI (34.8 KM) EAST-SOUTHEAST OF
 DQ4994'LAKEWOOD, 5.2 MI (8.4 KM) SOUTHWEST OF MIDDLE INLET, AND 4.0 MI (6.4
 DQ4994'KM) WEST-NORTHWEST OF CRIVITZ.
 DQ4994'
 DQ4994'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DQ4994'HIGHWAY W, LOCATED IN THE CITY OF CRIVITZ, GO NORTHWESTERLY ON COUNTY
 DQ4994'HIGHWAY A FOR APPROXIMATELY 4.25 MI (6.8 KM) TO JAZWINSKI ROAD ON THE
 DQ4994'RIGHT AND SHAFFER ROAD ON THE LEFT.  TURN RIGHT AND GO NORTH ON
 DQ4994'JAZWINSKI ROAD FOR 0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.
 DQ4994'
 DQ4994'THE STATION IS A BRONZE MARINETTE COUNTY GPS CONTROL STATION DISK SET
 DQ4994'IN THE TOP OF A CONCRETE POST, APPROXIMATELY 0.7 M (2.3 FT) HIGHER
 DQ4994'THAN THE ROAD GRADE.  THE STATION IS 6.8 M (22.3 FT) WEST OF THE
 DQ4994'CENTERLINE OF JAZWINSKI ROAD, 44.2 M (145.0 FT) NORTHWEST OF A UTILITY
 DQ4994'JUNCTION BOX -130950-, 42.4 M (139.1 FT) NORTHWEST OF A POWER POLE
 DQ4994'-3219 13W4-, 23.2 M (76.1 FT) SOUTHWEST OF A POWER POLE -3219 13W3-,
 DQ4994'AND LOCATED BETWEEN TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4994'
 DQ4994'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4994'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9596 ***********************************************************************
 AG9596  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9596  DESIGNATION -  144 SEELEY TOWER GPS
 AG9596  PID         -  AG9596
 AG9596  STATE/COUNTY-  WI/SAWYER
 AG9596  COUNTRY     -  US
 AG9596  USGS QUAD   -  CABLE (2019)
 AG9596
 AG9596                         *CURRENT SURVEY CONTROL
 AG9596  ______________________________________________________________________
 AG9596* NAD 83(2011) POSITION- 46 08 52.01034(N) 091 17 02.11053(W)   ADJUSTED
 AG9596* NAD 83(2011) ELLIP HT-   505.215 (meters)        (04/15/13)   ADJUSTED
 AG9596* NAD 83(2011) EPOCH   -  2010.00
 AG9596* NAVD 88 ORTHO HEIGHT -   534.20  (meters)     1752.6   (feet) GPS OBS
 AG9596  ______________________________________________________________________
 AG9596  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9596  GEOID HEIGHT    -        -28.987 (meters)                     GEOID12A
 AG9596  GEOID HEIGHT    -        -28.982 (meters)                     GEOID18
 AG9596  NAD 83(2011) X  -    -99,191.078 (meters)                     COMP
 AG9596  NAD 83(2011) Y  - -4,425,727.963 (meters)                     COMP
 AG9596  NAD 83(2011) Z  -  4,577,007.231 (meters)                     COMP
 AG9596  LAPLACE CORR    -        -11.59  (seconds)                    DEFLEC18
 AG9596
 AG9596  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9596  Standards:
 AG9596         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9596            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9596  -------------------------------------------------------------------
 AG9596  NETWORK    0.56   1.37           0.26   0.19   0.70     -0.08141902
 AG9596  -------------------------------------------------------------------
 AG9596  Click here for local accuracies and other accuracy information.
 AG9596
 AG9596.The horizontal coordinates were established by GPS observations
 AG9596.and adjusted by the National Geodetic Survey in June 2012.
 AG9596
 AG9596.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9596.been affixed to the stable North American tectonic plate. See 
 AG9596.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9596
 AG9596.The horizontal coordinates are valid at the epoch date displayed above
 AG9596.which is a decimal equivalence of Year/Month/Day.
 AG9596
 AG9596.The orthometric height was determined by GPS observations and a
 AG9596.high-resolution geoid model using precise GPS observation and
 AG9596.processing techniques.
 AG9596
 AG9596.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9596.GEOID18 height accuracy estimate available here.
 AG9596
 AG9596.Click photographs - Photos may exist for this station.
 AG9596
 AG9596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9596
 AG9596.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9596
 AG9596.The ellipsoidal height was determined by GPS observations
 AG9596.and is referenced to NAD 83.
 AG9596
 AG9596. The following values were computed from the NAD 83(2011) position.
 AG9596
 AG9596;                    North         East     Units Scale Factor Converg.
 AG9596;SPC WI N     -   109,846.850   500,818.198   MT  0.99994541   -0 55 34.3
 AG9596;SPC WI N     -   360,389.21  1,643,101.04   sFT  0.99994541   -0 55 34.3
 AG9596;UTM  15      - 5,111,898.546   632,525.107   MT  0.99981590   +1 14 15.7
 AG9596
 AG9596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9596!SPC WI N     -   0.99992081  x   0.99994541  =   0.99986622
 AG9596!UTM  15      -   0.99992081  x   0.99981590  =   0.99973672
 AG9596
 AG9596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3252511898(NAD 83)
 AG9596
 AG9596                          SUPERSEDED SURVEY CONTROL
 AG9596
 AG9596  ELLIP H (06/27/12)  505.125  (m)                       GP(2010.00)    
 AG9596  ELLIP H (04/06/12)  505.241  (m)                       GP(       ) 1 1
 AG9596  NAD 83(2007)-  46 08 52.01043(N)    091 17 02.11126(W) AD(2002.00) 0
 AG9596  ELLIP H (02/10/07)  505.156  (m)                       GP(2002.00)    
 AG9596  NAD 83(1997)-  46 08 52.01050(N)    091 17 02.11187(W) AD(       ) 1
 AG9596  ELLIP H (12/26/02)  505.179  (m)                       GP(       ) 3 2
 AG9596  NAD 83(1991)-  46 08 52.01028(N)    091 17 02.11103(W) AD(       ) 1
 AG9596  ELLIP H (04/30/98)  505.174  (m)                       GP(       ) 3 2
 AG9596  NAVD 88 (04/30/98)  534.1    (m)  GEOID96  model used  GPS OBS        
 AG9596
 AG9596.Superseded values are not recommended for survey control.
 AG9596
 AG9596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9596.See file dsdata.pdf to determine how the superseded data were derived.
 AG9596
 AG9596_MARKER: DD = SURVEY DISK
 AG9596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9596_STAMPING: 144 SEELEY TOWER GPS 1997
 AG9596_MARK LOGO: WI-113
 AG9596_PROJECTION: FLUSH
 AG9596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9596+STABILITY: SURFACE MOTION
 AG9596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9596+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 AG9596
 AG9596  HISTORY     - Date     Condition        Report By
 AG9596  HISTORY     - 1997     MONUMENTED       WI-113
 AG9596  HISTORY     - 20080717 GOOD             GEOCAC
 AG9596  HISTORY     - 20100512 GOOD             WIDT
 AG9596
 AG9596                          STATION DESCRIPTION
 AG9596
 AG9596'DESCRIBED BY SAWYER COUNTY WISCONSIN 1997 (RLP)
 AG9596'STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTHEAST OF HAYWARD IN THE
 AG9596'SE1/4-SE1/4, SECTION 6, T42N, R7W.  TO REACH STATION FROM HAYWARD AT
 AG9596'THE JUNCTION OF U.S.H.  63 AND S.T.H.  77.  GO EAST ON S.T.H.  77,
 AG9596'11.9 MI (19.2 KM) TO THE JUNCTION WITH C.T.H.  OO, TURN LEFT AND NORTH
 AG9596'ON C.T.H.  OO, GO 1.9 MI (3.1 KM) TO THE JUNCTION WITH TELEMARK ROAD,
 AG9596'GO STRAIGHT AND NORTH ON TELEMARK ROAD, GO 2.2 MI (3.5 KM) TO THE
 AG9596'JUNCTION WITH BOEDECKER ROAD, TURN LEFT AND WEST ON BOEDECKER ROAD, GO
 AG9596'0.1 MI (0.2 KM) TO THE JUNCTION WITH SEELEY TOWER ROAD, TURN RIGHT AND
 AG9596'NORTH ON SEELEY TOWER ROAD, GO 1.7 MI (2.7 KM) TO THE JUNCTION WITH
 AG9596'WOODS ROAD ON RIGHT, TURN RIGHT AND SOUTHERLY ON WOODS ROAD, GO 0.6 MI
 AG9596'(1.0 KM) TO STATION.  STATION IS LOCATED 32.1 FT (9.8 M) SOUTHWESTERLY
 AG9596'OF CENTERLINE OF WOODS ROAD, 41.15 FT (12.54 M) SOUTHEAST OF SEELEY RM
 AG9596'3 NGS MONUMENT, 12.6 FT (3.8 M) SOUTH OF CONC.  TOWER LEG PAD, 16.0 FT
 AG9596'(4.9 M) NORTH OF CONC.  TOWER LEG PAD, 13.9 FT (4.2 M) EAST OF CONC.
 AG9596'TOWER LEG PAD AND 15.6 FT (4.8 M) WEST OF CONC.  TOWER LEG PAD.
 AG9596'STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9596'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9596
 AG9596                          STATION RECOVERY (2008)
 AG9596
 AG9596'RECOVERY NOTE BY GEOCACHING 2008 (JR)
 AG9596'RECOVERED AS DESCRIBED
 AG9596
 AG9596                          STATION RECOVERY (2010)
 AG9596
 AG9596'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9596'-NOTE-MARK IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 AG9596'SURROUNDING THE STATION AND COULD NOT FIND 'SEELEY REFERENCE MARK 3
 AG9596'NGS' MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9583 ***********************************************************************
 AG9583  DESIGNATION -  145 GHOST LAKE GPS
 AG9583  PID         -  AG9583
 AG9583  STATE/COUNTY-  WI/SAWYER
 AG9583  COUNTRY     -  US
 AG9583  USGS QUAD   -  MOOSE LAKE (2018)
 AG9583
 AG9583                         *CURRENT SURVEY CONTROL
 AG9583  ______________________________________________________________________
 AG9583* NAD 83(2011) POSITION- 46 06 13.89346(N) 091 03 19.43530(W)   ADJUSTED
 AG9583* NAD 83(2011) ELLIP HT-   402.662 (meters)        (06/27/12)   ADJUSTED
 AG9583* NAD 83(2011) EPOCH   -  2010.00
 AG9583* NAVD 88 ORTHO HEIGHT -   432.4   (meters)     1419.    (feet) GPS OBS
 AG9583  ______________________________________________________________________
 AG9583  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9583  GEOID HEIGHT    -        -29.702 (meters)                     GEOID96
 AG9583  GEOID HEIGHT    -        -29.804 (meters)                     GEOID18
 AG9583  NAD 83(2011) X  -    -81,602.094 (meters)                     COMP
 AG9583  NAD 83(2011) Y  - -4,429,536.241 (meters)                     COMP
 AG9583  NAD 83(2011) Z  -  4,573,549.444 (meters)                     COMP
 AG9583  LAPLACE CORR    -         -7.21  (seconds)                    DEFLEC18
 AG9583
 AG9583  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9583  Standards:
 AG9583         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9583            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9583  -------------------------------------------------------------------
 AG9583  NETWORK    0.78   2.35           0.36   0.26   1.20     -0.02948096
 AG9583  -------------------------------------------------------------------
 AG9583  Click here for local accuracies and other accuracy information.
 AG9583
 AG9583.The horizontal coordinates were established by GPS observations
 AG9583.and adjusted by the National Geodetic Survey in June 2012.
 AG9583
 AG9583.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9583.been affixed to the stable North American tectonic plate. See 
 AG9583.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9583
 AG9583.The horizontal coordinates are valid at the epoch date displayed above
 AG9583.which is a decimal equivalence of Year/Month/Day.
 AG9583
 AG9583.The orthometric height was determined by GPS observations and a
 AG9583.high-resolution geoid model.
 AG9583
 AG9583.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9583.GEOID18 height accuracy estimate available here.
 AG9583
 AG9583.Click photographs - Photos may exist for this station.
 AG9583
 AG9583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9583
 AG9583.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9583
 AG9583.The ellipsoidal height was determined by GPS observations
 AG9583.and is referenced to NAD 83.
 AG9583
 AG9583. The following values were computed from the NAD 83(2011) position.
 AG9583
 AG9583;                    North         East     Units Scale Factor Converg.
 AG9583;SPC WI N     -   104,705.555   518,405.245   MT  0.99994597   -0 45 40.8
 AG9583;SPC WI N     -   343,521.48  1,700,801.21   sFT  0.99994597   -0 45 40.8
 AG9583;UTM  15      - 5,107,425.260   650,291.931   MT  0.99987768   +1 24 05.5
 AG9583
 AG9583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9583!SPC WI N     -   0.99993688  x   0.99994597  =   0.99988285
 AG9583!UTM  15      -   0.99993688  x   0.99987768  =   0.99981457
 AG9583
 AG9583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5029107425(NAD 83)
 AG9583
 AG9583                          SUPERSEDED SURVEY CONTROL
 AG9583
 AG9583  NAD 83(2007)-  46 06 13.89356(N)    091 03 19.43604(W) AD(2002.00) 0
 AG9583  ELLIP H (02/10/07)  402.688  (m)                       GP(2002.00)    
 AG9583  NAD 83(1997)-  46 06 13.89361(N)    091 03 19.43668(W) AD(       ) 1
 AG9583  ELLIP H (12/26/02)  402.706  (m)                       GP(       ) 3 2
 AG9583  NAD 83(1991)-  46 06 13.89334(N)    091 03 19.43572(W) AD(       ) 1
 AG9583  ELLIP H (04/30/98)  402.710  (m)                       GP(       ) 3 2
 AG9583
 AG9583.Superseded values are not recommended for survey control.
 AG9583
 AG9583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9583.See file dsdata.pdf to determine how the superseded data were derived.
 AG9583
 AG9583_MARKER: DD = SURVEY DISK
 AG9583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9583_STAMPING: 145 GHOST LAKE GPS 1996
 AG9583_MARK LOGO: WI-113
 AG9583_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9583+STABILITY: SURFACE MOTION
 AG9583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9583+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9583
 AG9583  HISTORY     - Date     Condition        Report By
 AG9583  HISTORY     - 1996     MONUMENTED       WI-113
 AG9583
 AG9583                          STATION DESCRIPTION
 AG9583
 AG9583'DESCRIBED BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 AG9583'STATION IS LOCATED ABOUT 21 MI (33.8 KM) NORTHEAST OF HAYWARD, IN THE
 AG9583'NE1/4-SE1/4, SECTION 24, T42N, R6W.  TO REACH STATION FROM HAYWARD, AT
 AG9583'THE JUNCTION OF U.S.H.  63 AND S.T.H.  77 IN HAYWARD.  GO EAST ON
 AG9583'S.T.H.  77, 22.6 MI (36.4 KM) TO THE JUNCTION WITH FEDERAL FOREST ROAD
 AG9583'203, TURN LEFT AND NORTH ON FEDERAL FOREST ROAD 203, GO 3.2 MI (5.1
 AG9583'KM) TO THE JUNCTION WITH FEDERAL FOREST ROAD 1687 (A DIRT-GRASS WOODS
 AG9583'ROAD) , TURN RIGHT AND EAST ON FEDERAL FOREST ROAD 1687, GO 0.8 MI
 AG9583'(1.3 KM) TO JUNCTION WITH ROAD TO THE NORTH, CONTINUE STRAIGHT AND
 AG9583'EAST, GO 0.5 MI (0.8 KM) TO FORK IN THE ROAD, TURN RIGHT AND
 AG9583'SOUTHERLY, GO 0.5 MI (0.8 KM) TO ANOTHER FORK IN THE ROAD, STAY RIGHT
 AG9583'AND SOUTHERLY, GO 0.35 MI (0.56 KM) TO STATION.  STATION IS LOCATED ON
 AG9583'THE NORTH SHORE OF GHOST LAKE, 1.8 FT (0.5 M) SOUTH OF A CARSONITE
 AG9583'WITNESS POST, 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND 26.4
 AG9583'FT (8.0 M) SOUTHWEST OF A FIRE PIT.  STATION MARK IS A BRASS CAP, 0.25
 AG9583'FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8
 AG9583'M) LONG, FLUSH IN GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9941 ***********************************************************************
 AF9941  DESIGNATION -  146 BIRCHWOOD GPS
 AF9941  PID         -  AF9941
 AF9941  STATE/COUNTY-  WI/SAWYER
 AF9941  COUNTRY     -  US
 AF9941  USGS QUAD   -  BIRCHWOOD (2018)
 AF9941
 AF9941                         *CURRENT SURVEY CONTROL
 AF9941  ______________________________________________________________________
 AF9941* NAD 83(2011) POSITION- 45 40 15.12863(N) 091 31 39.98971(W)   ADJUSTED
 AF9941* NAD 83(2011) ELLIP HT-   353.574 (meters)        (06/27/12)   ADJUSTED
 AF9941* NAD 83(2011) EPOCH   -  2010.00
 AF9941* NAVD 88 ORTHO HEIGHT -   383.657 (meters)     1258.71  (feet) ADJUSTED
 AF9941  ______________________________________________________________________
 AF9941  GEOID HEIGHT    -        -30.080 (meters)                     GEOID18
 AF9941  NAD 83(2011) X  -   -119,038.700 (meters)                     COMP
 AF9941  NAD 83(2011) Y  - -4,463,221.973 (meters)                     COMP
 AF9941  NAD 83(2011) Z  -  4,540,012.837 (meters)                     COMP
 AF9941  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 AF9941  DYNAMIC HEIGHT  -        383.630 (meters)     1258.63  (feet) COMP
 AF9941  MODELED GRAVITY -    980,535.0   (mgal)                       NAVD 88
 AF9941
 AF9941  VERT ORDER      -  SECOND    CLASS I
 AF9941
 AF9941  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9941  Standards:
 AF9941         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9941            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9941  -------------------------------------------------------------------
 AF9941  NETWORK    0.35   0.74           0.16   0.12   0.38      0.02256671
 AF9941  -------------------------------------------------------------------
 AF9941  Click here for local accuracies and other accuracy information.
 AF9941
 AF9941.The horizontal coordinates were established by GPS observations
 AF9941.and adjusted by the National Geodetic Survey in June 2012.
 AF9941
 AF9941.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9941.been affixed to the stable North American tectonic plate. See 
 AF9941.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9941
 AF9941.The horizontal coordinates are valid at the epoch date displayed above
 AF9941.which is a decimal equivalence of Year/Month/Day.
 AF9941
 AF9941.The orthometric height was determined by differential leveling and
 AF9941.adjusted by the WI DEPT OF TRANSP
 AF9941.in May 2012.
 AF9941
 AF9941.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9941.GEOID18 height accuracy estimate available here.
 AF9941
 AF9941.Click photographs - Photos may exist for this station.
 AF9941
 AF9941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9941
 AF9941.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9941
 AF9941.The ellipsoidal height was determined by GPS observations
 AF9941.and is referenced to NAD 83.
 AF9941
 AF9941.The dynamic height is computed by dividing the NAVD 88
 AF9941.geopotential number by the normal gravity value computed on the
 AF9941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9941.degrees latitude (g = 980.6199 gals.).
 AF9941
 AF9941.The modeled gravity was interpolated from observed gravity values.
 AF9941
 AF9941. The following values were computed from the NAD 83(2011) position.
 AF9941
 AF9941;                    North         East     Units Scale Factor Converg.
 AF9941;SPC WI N     -    57,183.781   480,963.179   MT  0.99998272   -1 06 07.5
 AF9941;SPC WI N     -   187,610.45  1,577,960.03   sFT  0.99998272   -1 06 07.5
 AF9941;UTM  15      - 5,058,533.834   614,671.540   MT  0.99976166   +1 03 11.7
 AF9941
 AF9941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9941!SPC WI N     -   0.99994457  x   0.99998272  =   0.99992729
 AF9941!UTM  15      -   0.99994457  x   0.99976166  =   0.99970624
 AF9941
 AF9941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1467158533(NAD 83)
 AF9941
 AF9941                          SUPERSEDED SURVEY CONTROL
 AF9941
 AF9941  NAD 83(2007)-  45 40 15.12869(N)    091 31 39.99035(W) AD(2002.00) 0
 AF9941  ELLIP H (02/10/07)  353.607  (m)                       GP(2002.00)    
 AF9941  NAD 83(1997)-  45 40 15.12850(N)    091 31 39.99141(W) AD(       ) 1
 AF9941  ELLIP H (06/17/02)  353.619  (m)                       GP(       ) 3 2
 AF9941  NAD 83(1991)-  45 40 15.12841(N)    091 31 39.98957(W) AD(       ) 1
 AF9941  ELLIP H (04/30/98)  353.640  (m)                       GP(       ) 3 2
 AF9941  NAVD 88             383.66   (m)         1258.7    (f) LEVELING    3  
 AF9941  NAVD 88 (05/04/99)  383.6    (m)  UNKNOWN  model used  GPS OBS        
 AF9941  NAVD 88 (04/30/98)  383.6    (m)  GEOID96  model used  GPS OBS        
 AF9941
 AF9941.Superseded values are not recommended for survey control.
 AF9941
 AF9941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9941.See file dsdata.pdf to determine how the superseded data were derived.
 AF9941
 AF9941_MARKER: DD = SURVEY DISK
 AF9941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9941_STAMPING: 146 BIRCHWOOD GPS 1995
 AF9941_MARK LOGO: WI-113
 AF9941_PROJECTION: FLUSH
 AF9941_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF9941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9941+STABILITY: SURFACE MOTION
 AF9941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9941+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2010
 AF9941
 AF9941  HISTORY     - Date     Condition        Report By
 AF9941  HISTORY     - 1995     MONUMENTED       WI-113
 AF9941  HISTORY     - 19981218 GOOD             WI-005
 AF9941  HISTORY     - 20080921 GOOD             WIDT
 AF9941  HISTORY     - 20100915 GOOD             WIDT
 AF9941
 AF9941                          STATION DESCRIPTION
 AF9941
 AF9941'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9941'STATION IS LOCATED ABOUT 25 MI (40.2 KM) SOUTH OF HAYWARD AND IS ABOUT
 AF9941'2 MI (3.2 KM) EAST OF BIRCHWOOD, IN THE NW1/4-SE1/4, SECTION 19, T37N,
 AF9941'R9W.  TO REACH STATION FROM THE JUNCTION OF S.T.H.  48 AND C.T.H.  F,
 AF9941'WHICH IS 1.75 MI (2.82 KM) EAST OF BIRCHWOOD, VIA S.T.H. 48.  GO
 AF9941'SOUTHWESTERLY ON S.T.H.  48, 75 FT (22.9 M) TO STATION. STATION IS
 AF9941'LOCATED 105 FT (32.0 M) SOUTHEASTERLY OF CENTERLINE OF S.T.H.  48, 1.6
 AF9941'FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST AND 1.9 FT (0.6 M) WEST
 AF9941'OF A CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT
 AF9941'(7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M)
 AF9941'LONG, FLUSH IN GROUND.
 AF9941
 AF9941                          STATION RECOVERY (1998)
 AF9941
 AF9941'RECOVERY NOTE BY BARRON COUNTY WISCONSIN 1998
 AF9941'RECOVERED AS DESCRIBED.
 AF9941
 AF9941                          STATION RECOVERY (2008)
 AF9941
 AF9941'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AF9941'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTHEAST,
 AF9941'1.0 M NORTH, AND 1.0 M SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 AF9941'POSTS.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER
 AF9941'THAN 15 DEGREES ABOVE THE HORIZON.
 AF9941
 AF9941                          STATION RECOVERY (2010)
 AF9941
 AF9941'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9941'RECOVERED IN GOOD CONDITION.
 AF9941'
 AF9941'NOTE-ADD--THE STATION IS LOCATED 90 FT (27.4 M) SOUTHWEST OF COUNTY
 AF9941'HIGHWAY 'F' ROAD SIGN, 25 M (82.0 FT) SOUTHWEST OF A GRAVEL DRIVEWAY
 AF9941'FOR ADDRESS '16638W' AND THE CARSONITE WITNESS POSTS ARE NO LONGER
 AF9941'PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9571 ***********************************************************************
 AG9571  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9571  DESIGNATION -  147 PATSY LAKE GPS
 AG9571  PID         -  AG9571
 AG9571  STATE/COUNTY-  WI/SAWYER
 AG9571  COUNTRY     -  US
 AG9571  USGS QUAD   -  NAMEKAGON LAKE (2019)
 AG9571
 AG9571                         *CURRENT SURVEY CONTROL
 AG9571  ______________________________________________________________________
 AG9571* NAD 83(2011) POSITION- 46 08 26.70548(N) 091 07 05.72378(W)   ADJUSTED
 AG9571* NAD 83(2011) ELLIP HT-   404.065 (meters)        (06/27/12)   ADJUSTED
 AG9571* NAD 83(2011) EPOCH   -  2010.00
 AG9571* NAVD 88 ORTHO HEIGHT -   433.69  (meters)     1422.9   (feet) GPS OBS
 AG9571  ______________________________________________________________________
 AG9571  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9571  GEOID HEIGHT    -        -29.626 (meters)                     GEOID12A
 AG9571  GEOID HEIGHT    -        -29.624 (meters)                     GEOID18
 AG9571  NAD 83(2011) X  -    -86,403.917 (meters)                     COMP
 AG9571  NAD 83(2011) Y  - -4,426,489.523 (meters)                     COMP
 AG9571  NAD 83(2011) Z  -  4,576,392.923 (meters)                     COMP
 AG9571  LAPLACE CORR    -         -8.50  (seconds)                    DEFLEC18
 AG9571
 AG9571  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9571  Standards:
 AG9571         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9571            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9571  -------------------------------------------------------------------
 AG9571  NETWORK    0.61   1.25           0.28   0.20   0.64      0.13176792
 AG9571  -------------------------------------------------------------------
 AG9571  Click here for local accuracies and other accuracy information.
 AG9571
 AG9571.The horizontal coordinates were established by GPS observations
 AG9571.and adjusted by the National Geodetic Survey in June 2012.
 AG9571
 AG9571.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9571.been affixed to the stable North American tectonic plate. See 
 AG9571.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9571
 AG9571.The horizontal coordinates are valid at the epoch date displayed above
 AG9571.which is a decimal equivalence of Year/Month/Day.
 AG9571
 AG9571.The orthometric height was determined by GPS observations and a
 AG9571.high-resolution geoid model using precise GPS observation and
 AG9571.processing techniques.
 AG9571
 AG9571.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9571.GEOID18 height accuracy estimate available here.
 AG9571
 AG9571.Click photographs - Photos may exist for this station.
 AG9571
 AG9571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9571
 AG9571.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9571
 AG9571.The ellipsoidal height was determined by GPS observations
 AG9571.and is referenced to NAD 83.
 AG9571
 AG9571. The following values were computed from the NAD 83(2011) position.
 AG9571
 AG9571;                    North         East     Units Scale Factor Converg.
 AG9571;SPC WI N     -   108,872.130   513,603.629   MT  0.99994546   -0 48 24.0
 AG9571;SPC WI N     -   357,191.31  1,685,047.91   sFT  0.99994546   -0 48 24.0
 AG9571;UTM  15      - 5,111,407.309   645,336.840   MT  0.99985967   +1 21 25.4
 AG9571
 AG9571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9571!SPC WI N     -   0.99993666  x   0.99994546  =   0.99988212
 AG9571!UTM  15      -   0.99993666  x   0.99985967  =   0.99979634
 AG9571
 AG9571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4533611407(NAD 83)
 AG9571
 AG9571                          SUPERSEDED SURVEY CONTROL
 AG9571
 AG9571  NAD 83(2007)-  46 08 26.70558(N)    091 07 05.72467(W) AD(2002.00) 0
 AG9571  ELLIP H (02/10/07)  404.083  (m)                       GP(2002.00)    
 AG9571  NAD 83(1997)-  46 08 26.70563(N)    091 07 05.72531(W) AD(       ) 1
 AG9571  ELLIP H (12/26/02)  404.101  (m)                       GP(       ) 3 2
 AG9571  NAD 83(1991)-  46 08 26.70539(N)    091 07 05.72436(W) AD(       ) 1
 AG9571  ELLIP H (04/30/98)  404.104  (m)                       GP(       ) 3 2
 AG9571  NAVD 88 (04/30/98)  433.6    (m)  GEOID96  model used  GPS OBS        
 AG9571
 AG9571.Superseded values are not recommended for survey control.
 AG9571
 AG9571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9571.See file dsdata.pdf to determine how the superseded data were derived.
 AG9571
 AG9571_MARKER: DD = SURVEY DISK
 AG9571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9571_STAMPING: 147 PATSY LAKE GPS 1996
 AG9571_MARK LOGO: WI-113
 AG9571_PROJECTION: FLUSH
 AG9571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9571+STABILITY: SURFACE MOTION
 AG9571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9571+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 AG9571
 AG9571  HISTORY     - Date     Condition        Report By
 AG9571  HISTORY     - 1996     MONUMENTED       WI-113
 AG9571  HISTORY     - 20100512 GOOD             WIDT
 AG9571
 AG9571                          STATION DESCRIPTION
 AG9571
 AG9571'DESCRIBED BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 AG9571'STATION IS LOCATED ABOUT 19 MI (30.6 KM) NORTHEAST OF HAYWARD, IN THE
 AG9571'SE1/4-SE1/4, SECTION 4, T42N, R6W.  TO REACH STATION FROM HAYWARD, AT
 AG9571'THE JUNCTION OF U.S.H.  63 AND S.T.H.  77 IN HAYWARD.  GO EAST ON
 AG9571'S.T.H.  77, 16.6 MI (26.7 KM) TO THE JUNCTION WITH UPPER A (NORTH) AND
 AG9571'C.T.H.  A (SOUTH) , TURN LEFT AND NORTH ON UPPER A, GO 3.3 MI (5.3 KM)
 AG9571'TO THE JUNCTION WITH HAHNS ROAD, CONTINUE RIGHT AND EAST ON UPPER A,
 AG9571'GO 3.9 MI (6.3 KM) TO THE END OF UPPER A AND THE JUNCTION WITH FEDERAL
 AG9571'FOREST ROAD 206 AND TEWS ROAD, TURN LEFT AND NORTH ON FEDERAL FOREST
 AG9571'ROAD 206, GO 1.6 MI (2.6 KM) TO JUNCTION WITH WOODS ROAD, TURN LEFT
 AG9571'AND WEST ON WOODS ROAD, GO 0.1 MI (0.2 KM) TO STATION.  STATION IS
 AG9571'LOCATED IN THE NORTHWEST CORNER OF CLEARING, 217.5 FT (66.3 M) NORTH
 AG9571'OF CENTERLINE OF WOODS ROAD, 2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE
 AG9571'WITNESS POST AND 1.4 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST.
 AG9571'STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9571'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9571
 AG9571                          STATION RECOVERY (2010)
 AG9571
 AG9571'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9571'-NOTE-CARSONITE WITNESS POSTS HAVE BEEN REMOVED AND MARK IS 1 M (3.3
 AG9571'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 AG9571'OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9587 ***********************************************************************
 AG9587  DESIGNATION -  148 WINDFALL LAKE GPS
 AG9587  PID         -  AG9587
 AG9587  STATE/COUNTY-  WI/SAWYER
 AG9587  COUNTRY     -  US
 AG9587  USGS QUAD   -  EXELAND (2018)
 AG9587
 AG9587                         *CURRENT SURVEY CONTROL
 AG9587  ______________________________________________________________________
 AG9587* NAD 83(2011) POSITION- 45 40 03.86020(N) 091 12 09.80095(W)   ADJUSTED
 AG9587* NAD 83(2011) ELLIP HT-   331.601 (meters)        (06/27/12)   ADJUSTED
 AG9587* NAD 83(2011) EPOCH   -  2010.00
 AG9587* NAVD 88 ORTHO HEIGHT -   361.789 (meters)     1186.97  (feet) ADJUSTED
 AG9587  ______________________________________________________________________
 AG9587  GEOID HEIGHT    -        -30.214 (meters)                     GEOID18
 AG9587  NAD 83(2011) X  -    -93,720.914 (meters)                     COMP
 AG9587  NAD 83(2011) Y  - -4,464,058.942 (meters)                     COMP
 AG9587  NAD 83(2011) Z  -  4,539,753.997 (meters)                     COMP
 AG9587  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 AG9587  DYNAMIC HEIGHT  -        361.772 (meters)     1186.91  (feet) COMP
 AG9587  MODELED GRAVITY -    980,559.7   (mgal)                       NAVD 88
 AG9587
 AG9587  VERT ORDER      -  SECOND    CLASS I
 AG9587
 AG9587  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9587  Standards:
 AG9587         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9587            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9587  -------------------------------------------------------------------
 AG9587  NETWORK    0.49   0.98           0.23   0.16   0.50     -0.06574831
 AG9587  -------------------------------------------------------------------
 AG9587  Click here for local accuracies and other accuracy information.
 AG9587
 AG9587.The horizontal coordinates were established by GPS observations
 AG9587.and adjusted by the National Geodetic Survey in June 2012.
 AG9587
 AG9587.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9587.been affixed to the stable North American tectonic plate. See 
 AG9587.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9587
 AG9587.The horizontal coordinates are valid at the epoch date displayed above
 AG9587.which is a decimal equivalence of Year/Month/Day.
 AG9587
 AG9587.The orthometric height was determined by differential leveling and
 AG9587.adjusted by the WI DEPT OF TRANSP
 AG9587.in May 2012.
 AG9587
 AG9587.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9587.GEOID18 height accuracy estimate available here.
 AG9587
 AG9587.Click photographs - Photos may exist for this station.
 AG9587
 AG9587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9587
 AG9587.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9587
 AG9587.The ellipsoidal height was determined by GPS observations
 AG9587.and is referenced to NAD 83.
 AG9587
 AG9587.The dynamic height is computed by dividing the NAVD 88
 AG9587.geopotential number by the normal gravity value computed on the
 AG9587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9587.degrees latitude (g = 980.6199 gals.).
 AG9587
 AG9587.The modeled gravity was interpolated from observed gravity values.
 AG9587
 AG9587. The following values were computed from the NAD 83(2011) position.
 AG9587
 AG9587;                    North         East     Units Scale Factor Converg.
 AG9587;SPC WI N     -    56,400.591   506,282.225   MT  0.99998319   -0 52 03.4
 AG9587;SPC WI N     -   185,040.94  1,661,027.60   sFT  0.99998319   -0 52 03.4
 AG9587;UTM  15      - 5,058,702.962   639,997.497   MT  0.99984096   +1 17 08.9
 AG9587
 AG9587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9587!SPC WI N     -   0.99994802  x   0.99998319  =   0.99993121
 AG9587!UTM  15      -   0.99994802  x   0.99984096  =   0.99978898
 AG9587
 AG9587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3999758702(NAD 83)
 AG9587
 AG9587                          SUPERSEDED SURVEY CONTROL
 AG9587
 AG9587  NAD 83(2007)-  45 40 03.86029(N)    091 12 09.80169(W) AD(2002.00) 0
 AG9587  ELLIP H (02/10/07)  331.627  (m)                       GP(2002.00)    
 AG9587  NAD 83(1997)-  45 40 03.86030(N)    091 12 09.80229(W) AD(       ) 1
 AG9587  ELLIP H (12/26/02)  331.641  (m)                       GP(       ) 3 2
 AG9587  NAD 83(1991)-  45 40 03.85981(N)    091 12 09.80121(W) AD(       ) 1
 AG9587  ELLIP H (04/30/98)  331.663  (m)                       GP(       ) 3 2
 AG9587  NAVD 88             361.79   (m)         1187.0    (f) LEVELING    3  
 AG9587  NAVD 88 (04/30/98)  361.8    (m)  GEOID96  model used  GPS OBS        
 AG9587
 AG9587.Superseded values are not recommended for survey control.
 AG9587
 AG9587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9587.See file dsdata.pdf to determine how the superseded data were derived.
 AG9587
 AG9587_MARKER: DD = SURVEY DISK
 AG9587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9587_STAMPING: 148 WINDFALL LAKE GPS 1995
 AG9587_MARK LOGO: WI-113
 AG9587_PROJECTION: FLUSH
 AG9587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9587+STABILITY: SURFACE MOTION
 AG9587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9587+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 AG9587
 AG9587  HISTORY     - Date     Condition        Report By
 AG9587  HISTORY     - 1995     MONUMENTED       WI-113
 AG9587  HISTORY     - 20080921 GOOD             WIDT
 AG9587  HISTORY     - 20100601 GOOD             WIDT
 AG9587
 AG9587                          STATION DESCRIPTION
 AG9587
 AG9587'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9587'STATION IS LOCATED ABOUT 28 MI (45.1 KM) SOUTHEAST OF HAYWARD AND IS
 AG9587'ABOUT 2 MI (3.2 KM) EAST OF EXELAND, IN THE NW1/4-NE1/4, SECTION 26,
 AG9587'T37N, R7W.  TO REACH STATION FROM THE JUNCTION OF S.T.H.  48, S.T.H.
 AG9587'40, AND C.T.H.  D, WHICH IS 1.25 MI (2.01 KM) EAST OF EXELAND, VIA
 AG9587'S.T.H.  48.  GO EAST ON C.T.H.  D, 0.65 MI (1.05 KM) TO STATION.
 AG9587'STATION IS LOCATED 25 FT (7.6 M) SOUTH OF CENTERLINE OF C.T.H.  D, 1.8
 AG9587'FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST AND 1.7 FT (0.5 M)
 AG9587'NORTHWEST OF A CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP,
 AG9587'0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT
 AG9587'(1.8 M) LONG, FLUSH IN GROUND.
 AG9587
 AG9587                          STATION RECOVERY (2008)
 AG9587
 AG9587'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9587'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9.1 M SOUTH OF THE
 AG9587'CENTERLINE OF COUNTY HIGHWAY D, 42.5 M SOUTHWEST OF A POWER POLE, 19.5
 AG9587'M SOUTH-SOUTHWEST OF A --REDUCE SPEED AHEAD 25 MPH-- WOOD SIGN POST,
 AG9587'9.4 M EAST OF THE CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M SOUTH, 1.0
 AG9587'M NORTHWEST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AG9587'POSTS.
 AG9587'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER THAN 15
 AG9587'DEGREES ABOVE THE HORIZON.
 AG9587
 AG9587                          STATION RECOVERY (2010)
 AG9587
 AG9587'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9587'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9976 ***********************************************************************
 AF9976  DESIGNATION -  149 THANNUM GPS
 AF9976  PID         -  AF9976
 AF9976  STATE/COUNTY-  WI/SAWYER
 AF9976  COUNTRY     -  US
 AF9976  USGS QUAD   -  SEELEY (2019)
 AF9976
 AF9976                         *CURRENT SURVEY CONTROL
 AF9976  ______________________________________________________________________
 AF9976* NAD 83(2011) POSITION- 46 05 57.31893(N) 091 22 14.92959(W)   ADJUSTED
 AF9976* NAD 83(2011) ELLIP HT-   362.078 (meters)        (06/27/12)   ADJUSTED
 AF9976* NAD 83(2011) EPOCH   -  2010.00
 AF9976* NAVD 88 ORTHO HEIGHT -   390.871 (meters)     1282.38  (feet) ADJUSTED
 AF9976  ______________________________________________________________________
 AF9976  GEOID HEIGHT    -        -28.789 (meters)                     GEOID18
 AF9976  NAD 83(2011) X  -   -105,993.620 (meters)                     COMP
 AF9976  NAD 83(2011) Y  - -4,429,360.440 (meters)                     COMP
 AF9976  NAD 83(2011) Z  -  4,573,165.338 (meters)                     COMP
 AF9976  LAPLACE CORR    -         -9.09  (seconds)                    DEFLEC18
 AF9976  DYNAMIC HEIGHT  -        390.878 (meters)     1282.41  (feet) COMP
 AF9976  MODELED GRAVITY -    980,621.1   (mgal)                       NAVD 88
 AF9976
 AF9976  VERT ORDER      -  SECOND    CLASS I
 AF9976
 AF9976  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9976  Standards:
 AF9976         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9976            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9976  -------------------------------------------------------------------
 AF9976  NETWORK    0.37   1.00           0.17   0.13   0.51     -0.00791147
 AF9976  -------------------------------------------------------------------
 AF9976  Click here for local accuracies and other accuracy information.
 AF9976
 AF9976.The horizontal coordinates were established by GPS observations
 AF9976.and adjusted by the National Geodetic Survey in June 2012.
 AF9976
 AF9976.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9976.been affixed to the stable North American tectonic plate. See 
 AF9976.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9976
 AF9976.The horizontal coordinates are valid at the epoch date displayed above
 AF9976.which is a decimal equivalence of Year/Month/Day.
 AF9976
 AF9976.The orthometric height was determined by differential leveling and
 AF9976.adjusted by the WI DEPT OF TRANSP
 AF9976.in May 2012.
 AF9976
 AF9976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9976.GEOID18 height accuracy estimate available here.
 AF9976
 AF9976.Click photographs - Photos may exist for this station.
 AF9976
 AF9976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9976
 AF9976.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9976
 AF9976.The ellipsoidal height was determined by GPS observations
 AF9976.and is referenced to NAD 83.
 AF9976
 AF9976.The dynamic height is computed by dividing the NAVD 88
 AF9976.geopotential number by the normal gravity value computed on the
 AF9976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9976.degrees latitude (g = 980.6199 gals.).
 AF9976
 AF9976.The modeled gravity was interpolated from observed gravity values.
 AF9976
 AF9976. The following values were computed from the NAD 83(2011) position.
 AF9976
 AF9976;                    North         East     Units Scale Factor Converg.
 AF9976;SPC WI N     -   104,566.346   494,013.253   MT  0.99994606   -0 59 19.9
 AF9976;SPC WI N     -   343,064.75  1,620,775.15   sFT  0.99994606   -0 59 19.9
 AF9976;UTM  15      - 5,106,365.701   625,925.274   MT  0.99979493   +1 10 26.6
 AF9976
 AF9976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9976!SPC WI N     -   0.99994324  x   0.99994606  =   0.99988930
 AF9976!UTM  15      -   0.99994324  x   0.99979493  =   0.99973818
 AF9976
 AF9976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2592506365(NAD 83)
 AF9976
 AF9976                          SUPERSEDED SURVEY CONTROL
 AF9976
 AF9976  NAD 83(2007)-  46 05 57.31902(N)    091 22 14.93029(W) AD(2002.00) 0
 AF9976  ELLIP H (02/10/07)  362.113  (m)                       GP(2002.00)    
 AF9976  NAD 83(1997)-  46 05 57.31907(N)    091 22 14.93090(W) AD(       ) 1
 AF9976  ELLIP H (12/26/02)  362.134  (m)                       GP(       ) 3 2
 AF9976  NAD 83(1991)-  46 05 57.31887(N)    091 22 14.93009(W) AD(       ) 1
 AF9976  ELLIP H (04/30/98)  362.127  (m)                       GP(       ) 3 2
 AF9976  NAVD 88             390.87   (m)         1282.4    (f) LEVELING    3  
 AF9976  NAVD 88 (04/30/98)  390.8    (m)  GEOID96  model used  GPS OBS        
 AF9976
 AF9976.Superseded values are not recommended for survey control.
 AF9976
 AF9976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9976.See file dsdata.pdf to determine how the superseded data were derived.
 AF9976
 AF9976_MARKER: DD = SURVEY DISK
 AF9976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9976_STAMPING: 149 THANNUM GPS 1996
 AF9976_MARK LOGO: WI-113
 AF9976_PROJECTION: FLUSH
 AF9976_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9976+STABILITY: SURFACE MOTION
 AF9976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9976+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 AF9976
 AF9976  HISTORY     - Date     Condition        Report By
 AF9976  HISTORY     - 1996     MONUMENTED       WI-113
 AF9976  HISTORY     - 20040509 POOR             USPSQD
 AF9976  HISTORY     - 20100526 GOOD             WIDT
 AF9976
 AF9976                          STATION DESCRIPTION
 AF9976
 AF9976'DESCRIBED BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 AF9976'STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF HAYWARD, IN THE
 AF9976'SW1/4-SE1/4, SECTION 21, T42N, R8W.  TO REACH STATION FROM HAYWARD, AT
 AF9976'THE JUNCTION OF U.S.H.  63 AND S.T.H.  27-77 IN HAYWARD.  GO
 AF9976'NORTHEASTERLY ON U.S.H.  63, 7.85 MI (12.63 KM) TO THE JUNCTION WITH
 AF9976'THANNUM FIRE LANE, TURN RIGHT AND EAST ON THANNUM FIRE LANE, GO 0.6 MI
 AF9976'(1.0 KM) TO STATION.  STATION IS LOCATED 17.3 FT (5.3 M) NORTH OF
 AF9976'CENTERLINE OF THANNUM FIRE LANE, 183.7 FT (56.0 M) EAST OF A
 AF9976'FLAGPOLE/TELE PED AND 98.7 FT (30.1 M) WEST OF A TELE PED.  STATION
 AF9976'MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT
 AF9976'(0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AF9976
 AF9976                          STATION RECOVERY (2004)
 AF9976
 AF9976'RECOVERY NOTE BY US POWER SQUADRON 2004
 AF9976'RECOVERED IN POOR CONDITION, MARK HAS BEEN PAINTED OVER. LOCATION IS
 AF9976'GOOD. USPS JRD
 AF9976
 AF9976                          STATION RECOVERY (2010)
 AF9976
 AF9976'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9976'RECOVERED IN GOOD CONDITION.
 AF9976'
 AF9976'NOTE-MONUMENT IS 1 M (3.3 FT) NORTH AND 1 M (3.3 FT) SOUTH OF TWO
 AF9976'ORANGE 4X4 PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4936 ***********************************************************************
 DJ4936  DESIGNATION -  15 CHIMNEY ROCK SW GPS
 DJ4936  PID         -  DJ4936
 DJ4936  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4936  COUNTRY     -  US
 DJ4936  USGS QUAD   -  LOOKOUT (2018)
 DJ4936
 DJ4936                         *CURRENT SURVEY CONTROL
 DJ4936  ______________________________________________________________________
 DJ4936* NAD 83(2011) POSITION- 44 25 42.31538(N) 091 30 37.99854(W)   ADJUSTED
 DJ4936* NAD 83(2011) ELLIP HT-   238.848 (meters)        (06/27/12)   ADJUSTED
 DJ4936* NAD 83(2011) EPOCH   -  2010.00
 DJ4936* NAVD 88 ORTHO HEIGHT -   269.781 (meters)      885.11  (feet) ADJUSTED
 DJ4936  ______________________________________________________________________
 DJ4936  GEOID HEIGHT    -        -30.936 (meters)                     GEOID18
 DJ4936  NAD 83(2011) X  -   -120,271.239 (meters)                     COMP
 DJ4936  NAD 83(2011) Y  - -4,560,864.750 (meters)                     COMP
 DJ4936  NAD 83(2011) Z  -  4,442,378.742 (meters)                     COMP
 DJ4936  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 DJ4936  DYNAMIC HEIGHT  -        269.747 (meters)      884.99  (feet) COMP
 DJ4936  MODELED GRAVITY -    980,485.2   (mgal)                       NAVD 88
 DJ4936
 DJ4936  VERT ORDER      -  SECOND    CLASS I
 DJ4936
 DJ4936  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4936  Standards:
 DJ4936         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4936            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4936  -------------------------------------------------------------------
 DJ4936  NETWORK    0.36   0.33           0.15   0.14   0.17      0.26109008
 DJ4936  -------------------------------------------------------------------
 DJ4936  Click here for local accuracies and other accuracy information.
 DJ4936
 DJ4936.The horizontal coordinates were established by GPS observations
 DJ4936.and adjusted by the National Geodetic Survey in June 2012.
 DJ4936
 DJ4936.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4936.been affixed to the stable North American tectonic plate. See 
 DJ4936.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4936
 DJ4936.The horizontal coordinates are valid at the epoch date displayed above
 DJ4936.which is a decimal equivalence of Year/Month/Day.
 DJ4936
 DJ4936.The orthometric height was determined by differential leveling and
 DJ4936.adjusted by the WI DEPT OF TRANSP
 DJ4936.in May 2012.
 DJ4936
 DJ4936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4936.GEOID18 height accuracy estimate available here.
 DJ4936
 DJ4936.Click photographs - Photos may exist for this station.
 DJ4936
 DJ4936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4936
 DJ4936.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4936
 DJ4936.The ellipsoidal height was determined by GPS observations
 DJ4936.and is referenced to NAD 83.
 DJ4936
 DJ4936.The dynamic height is computed by dividing the NAVD 88
 DJ4936.geopotential number by the normal gravity value computed on the
 DJ4936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4936.degrees latitude (g = 980.6199 gals.).
 DJ4936
 DJ4936.The modeled gravity was interpolated from observed gravity values.
 DJ4936
 DJ4936. The following values were computed from the NAD 83(2011) position.
 DJ4936
 DJ4936;                    North         East     Units Scale Factor Converg.
 DJ4936;SPC WI C     -    67,243.624   479,729.742   MT  0.99997105   -1 03 56.9
 DJ4936;SPC WI C     -   220,615.12  1,573,913.33   sFT  0.99997105   -1 03 56.9
 DJ4936;UTM  15      - 4,920,537.203   618,552.579   MT  0.99977284   +1 02 33.9
 DJ4936
 DJ4936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4936!SPC WI C     -   0.99996255  x   0.99997105  =   0.99993360
 DJ4936!UTM  15      -   0.99996255  x   0.99977284  =   0.99973540
 DJ4936
 DJ4936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1855220537(NAD 83)
 DJ4936
 DJ4936                          SUPERSEDED SURVEY CONTROL
 DJ4936
 DJ4936  NAD 83(2007)-  44 25 42.31552(N)    091 30 37.99935(W) AD(2002.00) 1
 DJ4936  ELLIP H (07/29/08)  238.879  (m)                       GP(2002.00) 3 1
 DJ4936  NAVD 88             269.77   (m)          885.1    (f) LEVELING    3  
 DJ4936  NAVD 88 (07/08/08)  269.770  (m)          885.07   (f) SUPERSEDED  2 1
 DJ4936
 DJ4936.Superseded values are not recommended for survey control.
 DJ4936
 DJ4936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4936.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4936
 DJ4936_MARKER: DD = SURVEY DISK
 DJ4936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4936_STAMPING: 15 CHIMNEY ROCK SW GPS 1995
 DJ4936_MARK LOGO: WI-121
 DJ4936_PROJECTION: FLUSH
 DJ4936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4936+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2011
 DJ4936
 DJ4936  HISTORY     - Date     Condition        Report By
 DJ4936  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4936  HISTORY     - 20061108 GOOD             WIDT
 DJ4936  HISTORY     - 20111005 GOOD             WIDT
 DJ4936
 DJ4936                          STATION DESCRIPTION
 DJ4936
 DJ4936'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4936'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 121 WITH
 DJ4936'COUNTY HIGHWAY V ABOUT 5 MI (8.0 KM) NORTHWEST OF THE CITY OF
 DJ4936'INDEPENDENCE, GO WEST ON STATE HIGHWAY 121 FOR 0.75 MI (1.2 KM) TO
 DJ4936'KOLVE VALLEY ROAD ON THE RIGHT, CONTINUE WESTERLY ON STATE HIGHWAY 121
 DJ4936'FOR 0.95 MI (1.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4936'BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP
 DJ4936'OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4936'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4936'11.2 M (36.7 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 121, 23.1 M
 DJ4936'(75.8 FT) WEST OF A WOOD POST FOR A --40 MPH CURVE AHEAD-- SIGN, 14 M
 DJ4936'(45.9 FT) EAST OF THE NORTH END OF TWO 90-CM (35 INCH) DIAMETER
 DJ4936'CORRUGATED METAL CULVERT PIPES MARKED BY A PLASTIC WITNESS POST, 1.0 M
 DJ4936'(3.3 FT) NORTH, WEST, AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DJ4936'POST, AND 0.5 M (1.6 FT) SOUTH OF A BARBED WIRE FENCE.  ---NOTE---THIS
 DJ4936'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4936'ABOVE THE HORIZON.
 DJ4936
 DJ4936                          STATION RECOVERY (2011)
 DJ4936
 DJ4936'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4811 ***********************************************************************
 DJ4811  DESIGNATION -  15 EV
 DJ4811  PID         -  DJ4811
 DJ4811  STATE/COUNTY-  WI/JACKSON
 DJ4811  COUNTRY     -  US
 DJ4811  USGS QUAD   -  FAIRCHILD (2018)
 DJ4811
 DJ4811                         *CURRENT SURVEY CONTROL
 DJ4811  ______________________________________________________________________
 DJ4811* NAD 83(1986) POSITION- 44 32 20.8    (N) 090 59 20.0    (W)   HD_HELD2
 DJ4811* NAVD 88 ORTHO HEIGHT -   348.906 (meters)     1144.70  (feet) ADJUSTED
 DJ4811  ______________________________________________________________________
 DJ4811  GEOID HEIGHT    -        -32.180 (meters)                     GEOID18
 DJ4811  DYNAMIC HEIGHT  -        348.854 (meters)     1144.53  (feet) COMP
 DJ4811  MODELED GRAVITY -    980,458.2   (mgal)                       NAVD 88
 DJ4811
 DJ4811  VERT ORDER      -  SECOND    CLASS I
 DJ4811
 DJ4811.The horizontal coordinates were established by autonomous hand held GPS
 DJ4811.observations and have an estimated accuracy of +/- 10 meters.
 DJ4811
 DJ4811.The orthometric height was determined by differential leveling and
 DJ4811.adjusted by the WI DEPT OF TRANSP
 DJ4811.in May 2012.
 DJ4811
 DJ4811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4811.GEOID18 height accuracy estimate available here.
 DJ4811
 DJ4811.Click photographs - Photos may exist for this station.
 DJ4811
 DJ4811.The dynamic height is computed by dividing the NAVD 88
 DJ4811.geopotential number by the normal gravity value computed on the
 DJ4811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4811.degrees latitude (g = 980.6199 gals.).
 DJ4811
 DJ4811.The modeled gravity was interpolated from observed gravity values.
 DJ4811
 DJ4811;                    North         East    Units  Estimated Accuracy
 DJ4811;SPC WI C     -    78,903.      521,412.      MT  (+/- 10 meters HH2 GPS)
 DJ4811
 DJ4811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5977233720(NAD 83)
 DJ4811
 DJ4811                          SUPERSEDED SURVEY CONTROL
 DJ4811
 DJ4811  NAVD 88 (07/08/08)  348.893  (m)         1144.66   (f) SUPERSEDED  2 1
 DJ4811
 DJ4811.Superseded values are not recommended for survey control.
 DJ4811
 DJ4811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4811.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4811
 DJ4811_MARKER: DB = BENCH MARK DISK
 DJ4811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4811_STAMPING: 15 EV 1967
 DJ4811_MARK LOGO: USGS
 DJ4811_PROJECTION: PROJECTING 5 CENTIMETERS
 DJ4811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ4811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4811+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2011
 DJ4811
 DJ4811  HISTORY     - Date     Condition        Report By
 DJ4811  HISTORY     - 1967     MONUMENTED       USGS
 DJ4811  HISTORY     - 20060505 GOOD             WIDT
 DJ4811  HISTORY     - 20110913 GOOD             WIDT
 DJ4811
 DJ4811                          STATION DESCRIPTION
 DJ4811
 DJ4811'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4811'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 DJ4811'HIGHWAY 27 WITH COUNTY HIGHWAY B JUST NORTH OF THE COMMUNITY OF
 DJ4811'HUMBIRD, GO WEST ON COUNTY HIGHWAY B FOR 4.45 MI (7.2 KM) TO TOWN HALL
 DJ4811'ROAD, TURN RIGHT AND GO NORTH ON TOWN HALL ROAD FOR 0.05 MI (0.1 KM)
 DJ4811'TO THE STATION ON THE RIGHT.
 DJ4811'
 DJ4811'THE STATION IS AN ALUMINUM US GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 DJ4811'THE TOP OF A 15-CM (6 INCH) CONCRETE POST, LOCATED WITHIN THE RIGHT OF
 DJ4811'WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DJ4811'
 DJ4811'THE STATION IS 11.0 M (36.1 FT) EAST OF THE CENTERLINE OF TOWN HALL
 DJ4811'ROAD, 26.6 M (87.3 FT) SOUTHEAST OF A POWER POLE, 20 M (65.6 FT) SOUTH
 DJ4811'OF A PRIVATE ENTRANCE, 2.0 M (6.6 FT) SOUTHWEST OF CORNER FENCE POST,
 DJ4811'AND 0.1 M (0.3 FT) WEST OF A METAL WITNESS POST WITH WHITE PLAQUE.
 DJ4811'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4811
 DJ4811                          STATION RECOVERY (2011)
 DJ4811
 DJ4811'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4811'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0901 ***********************************************************************
 NH0901  DESIGNATION -  15 FWK
 NH0901  PID         -  NH0901
 NH0901  STATE/COUNTY-  WI/LAFAYETTE
 NH0901  COUNTRY     -  US
 NH0901  USGS QUAD   -  SOUTH WAYNE (2018)
 NH0901
 NH0901                         *CURRENT SURVEY CONTROL
 NH0901  ______________________________________________________________________
 NH0901* NAD 83(1986) POSITION- 42 31 17.     (N) 089 59 08.     (W)   SCALED
 NH0901* NAVD 88 ORTHO HEIGHT -   310.820 (meters)     1019.75  (feet) ADJUSTED
 NH0901  ______________________________________________________________________
 NH0901  GEOID HEIGHT    -        -33.366 (meters)                     GEOID18
 NH0901  DYNAMIC HEIGHT  -        310.720 (meters)     1019.42  (feet) COMP
 NH0901  MODELED GRAVITY -    980,290.5   (mgal)                       NAVD 88
 NH0901
 NH0901  VERT ORDER      -  THIRD
 NH0901
 NH0901.The horizontal coordinates were scaled from a map and have
 NH0901.an estimated accuracy of +/- 6 seconds.
 NH0901
 NH0901.The orthometric height was determined by differential leveling and
 NH0901.adjusted by the NATIONAL GEODETIC SURVEY
 NH0901.in June 1991.
 NH0901
 NH0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0901.GEOID18 height accuracy estimate available here.
 NH0901
 NH0901.Click photographs - Photos may exist for this station.
 NH0901
 NH0901.The dynamic height is computed by dividing the NAVD 88
 NH0901.geopotential number by the normal gravity value computed on the
 NH0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0901.degrees latitude (g = 980.6199 gals.).
 NH0901
 NH0901.The modeled gravity was interpolated from observed gravity values.
 NH0901
 NH0901;                    North         East    Units  Estimated Accuracy
 NH0901;SPC WI S     -    57,920.      601,190.      MT  (+/- 180 meters Scaled)
 NH0901
 NH0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN547119(NAD 83)
 NH0901
 NH0901                          SUPERSEDED SURVEY CONTROL
 NH0901
 NH0901  NGVD 29 (??/??/92)  310.90   (m)         1020.0    (f) COMPUTED    3 0
 NH0901
 NH0901.Superseded values are not recommended for survey control.
 NH0901
 NH0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0901.See file dsdata.pdf to determine how the superseded data were derived.
 NH0901
 NH0901_MARKER: DB = BENCH MARK DISK
 NH0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0901_STAMPING: 15 FWK 1961
 NH0901_MARK LOGO: USGS
 NH0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0901+STABILITY: SURFACE MOTION
 NH0901
 NH0901  HISTORY     - Date     Condition        Report By
 NH0901  HISTORY     - 1961     MONUMENTED       USGS
 NH0901  HISTORY     - 1967     GOOD             USGS-M
 NH0901  HISTORY     - 19981121 GOOD             USPSQD
 NH0901
 NH0901                          STATION DESCRIPTION
 NH0901
 NH0901'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 NH0901'11.4 KM (7.10 MI) SW FROM SOUTH WAYNE.
 NH0901'SOUTH WAYNE, 4.5 MI S. AND 5.5 MI W. OF, T-1 N., R-4 E., NEAR THE
 NH0901'QUARTER COR. BETWEEN SECS. 25 AND 35, 60 FT N. AND 29 FT W. OF
 NH0901'CROSSROADS (KK, N-S, DD, E.), 30 FT N. AND 3 FT E. OF A 24 INCH
 NH0901'PINE TREE, IN THE FENCE CER RER, 2 FT E. OF A TELEPHONE POLE, IN
 NH0901'ANGLE FORMED BY GUY WIRE, 3 FT LOWER THAN CROSSROADS, IN A CONCRETE
 NH0901'POST, A STANDARD TABLET STAMPED 15 FWK 1961 1020.
 NH0901
 NH0901                          STATION RECOVERY (1998)
 NH0901
 NH0901'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0389 ***********************************************************************
 ON0389  DESIGNATION -  15 GHC
 ON0389  PID         -  ON0389
 ON0389  STATE/COUNTY-  WI/CRAWFORD
 ON0389  COUNTRY     -  US
 ON0389  USGS QUAD   -  FERRYVILLE (2018)
 ON0389
 ON0389                         *CURRENT SURVEY CONTROL
 ON0389  ______________________________________________________________________
 ON0389* NAD 83(1986) POSITION- 43 16 59.5    (N) 091 02 56.4    (W)   HD_HELD2
 ON0389* NAVD 88 ORTHO HEIGHT -   194.844 (meters)      639.25  (feet) ADJUSTED
 ON0389  ______________________________________________________________________
 ON0389  GEOID HEIGHT    -        -32.119 (meters)                     GEOID18
 ON0389  DYNAMIC HEIGHT  -        194.798 (meters)      639.10  (feet) COMP
 ON0389  MODELED GRAVITY -    980,380.2   (mgal)                       NAVD 88
 ON0389
 ON0389  VERT ORDER      -  FIRST     CLASS I
 ON0389
 ON0389.The horizontal coordinates were established by autonomous hand held GPS
 ON0389.observations and have an estimated accuracy of +/- 10 meters.
 ON0389
 ON0389.The orthometric height was determined by differential leveling and
 ON0389.adjusted by the NATIONAL GEODETIC SURVEY
 ON0389.in June 1991.
 ON0389
 ON0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0389.GEOID18 height accuracy estimate available here.
 ON0389
 ON0389.Click photographs - Photos may exist for this station.
 ON0389
 ON0389.The dynamic height is computed by dividing the NAVD 88
 ON0389.geopotential number by the normal gravity value computed on the
 ON0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0389.degrees latitude (g = 980.6199 gals.).
 ON0389
 ON0389.The modeled gravity was interpolated from observed gravity values.
 ON0389
 ON0389;                    North         East    Units  Estimated Accuracy
 ON0389;SPC WI S     -   143,086.      514,865.      MT  (+/- 10 meters HH2 GPS)
 ON0389
 ON0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5829294111(NAD 83)
 ON0389
 ON0389                          SUPERSEDED SURVEY CONTROL
 ON0389
 ON0389  NGVD 29 (??/??/92)  194.895  (m)          639.42   (f) ADJ UNCH    1 1
 ON0389
 ON0389.Superseded values are not recommended for survey control.
 ON0389
 ON0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0389.See file dsdata.pdf to determine how the superseded data were derived.
 ON0389
 ON0389_MARKER: DD = SURVEY DISK
 ON0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0389_STAMPING: 15 GHC 1965 639
 ON0389_MARK LOGO: USGS
 ON0389_PROJECTION: FLUSH
 ON0389_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0389+STABILITY: SURFACE MOTION
 ON0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0389+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2010
 ON0389
 ON0389  HISTORY     - Date     Condition        Report By
 ON0389  HISTORY     - 1965     MONUMENTED       USGS
 ON0389  HISTORY     - 1970     GOOD             NGS
 ON0389  HISTORY     - 20021015 GOOD             AERSVC
 ON0389  HISTORY     - 20030412 GOOD             WIDT
 ON0389  HISTORY     - 20071105 GOOD             WIDT
 ON0389  HISTORY     - 20101130 GOOD             INDIV
 ON0389
 ON0389                          STATION DESCRIPTION
 ON0389
 ON0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0389'2.5 MI N FROM LYNXVILLE.
 ON0389'ABOUT 2.5 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0389'FROM THE STATION AT LYNXVILLE, 0.15 MILE SOUTH OF MILEPOST
 ON0389'257, 0.3 MILE NORTH OF A STATE HIGHWAY 35 BRIDGE OVER KETTLE
 ON0389'CREEK, 200 FEET EAST AND ACROSS THE HIGHWAY FROM THE NORTH TIP
 ON0389'OF A LAKE WHICH IS BETWEEN THE RAILROAD AND THE HIGHWAY, AT
 ON0389'THE NORTH SIDE OF A PICNIC AREA, 58 FEET EAST OF THE CENTER
 ON0389'LINE OF THE HIGHWAY, 174 FEET NORTH OF THE CENTER LINE OF A
 ON0389'GRAVELED ROAD WHICH LEADS EAST, 9.0 FEET EAST OF A TRAFFIC
 ON0389'SIGNAL BOX, 3.8 FEET SOUTH OF A POWER POLE WHICH BEARS A
 ON0389'TRANSFORMER, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3
 ON0389'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 ON0389'CONCRETE POST WHICH PROJECTS 1 INCH.  SECTION 2, T 9 N, R 6 W.
 ON0389
 ON0389                          STATION RECOVERY (2002)
 ON0389
 ON0389'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (BRS)
 ON0389'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ON0389
 ON0389                          STATION RECOVERY (2003)
 ON0389
 ON0389'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 ON0389'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0389'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 171
 ON0389'ABOUT 3 MI (4.83 KM) SOUTH OF THE VILLAGE OF FERRYVILLE, GO SOUTH ON
 ON0389'STATE HIGHWAY 35 FOR 1.7 MI (2.74 KM) TO HOBBS HOLLOW ROAD ON THE
 ON0389'LEFT, CONTINUE SOUTH ON STATE HIGHWAY 35 FOR 0.9 MI (1.45 KM) TO
 ON0389'KETTLE HOLLOW ROAD AND THE STATION ON THE LEFT.  THE STATION IS AN
 ON0389'ALUMINUM US GEOLOGICAL SURVEY DISK SET IN THE TOP OF A 15-CM SQUARE
 ON0389'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 ON0389'17.9 M (58.7 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 35, 57 M
 ON0389'(187.0 FT) NORTH OF THE CENTERLINE OF KETTLE HOLLOW ROAD, 28 M (91.9
 ON0389'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL GUARDRAIL, 0.3 M (1.0
 ON0389'FT) NORTH OF A STEEL WITNESS POST.---NOTE---THE STATION IS NOT
 ON0389'SUITABLE FOR GPS OBSERVATION DUE TO A POWER POLE TO THE SOUTH
 ON0389'EXTENDING HIGHER THAN 60 DEGREES ABOVE THE HORIZON.
 ON0389
 ON0389                          STATION RECOVERY (2007)
 ON0389
 ON0389'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 ON0389'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.1 M SOUTHWEST
 ON0389'(NOT NORTH) OF POWER POLE --10 2-- WITH ONE GUY WIRE AND 0.3 M
 ON0389'NORTHWEST OF A METAL WITNESS POST.
 ON0389
 ON0389                          STATION RECOVERY (2010)
 ON0389
 ON0389'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 ON0389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0128 ***********************************************************************
 PM0128  DESIGNATION -  15 WTM
 PM0128  PID         -  PM0128
 PM0128  STATE/COUNTY-  WI/MANITOWOC
 PM0128  COUNTRY     -  US
 PM0128  USGS QUAD   -  MANITOWOC (2018)
 PM0128
 PM0128                         *CURRENT SURVEY CONTROL
 PM0128  ______________________________________________________________________
 PM0128* NAD 83(1986) POSITION- 44 06 30.89   (N) 087 41 21.89   (W)   HD_HELD1
 PM0128* NAVD 88 ORTHO HEIGHT -   196.330 (meters)      644.13  (feet) ADJUSTED
 PM0128  ______________________________________________________________________
 PM0128  GEOID HEIGHT    -        -36.171 (meters)                     GEOID18
 PM0128  DYNAMIC HEIGHT  -        196.298 (meters)      644.02  (feet) COMP
 PM0128  MODELED GRAVITY -    980,451.7   (mgal)                       NAVD 88
 PM0128
 PM0128  VERT ORDER      -  FIRST     CLASS 0
 PM0128
 PM0128.The horizontal coordinates were determined by differentially corrected
 PM0128.hand held GPS observations or other comparable positioning techniques
 PM0128.and have an estimated accuracy of +/- 3 meters.
 PM0128
 PM0128.The orthometric height was determined by differential leveling and
 PM0128.adjusted by the NATIONAL GEODETIC SURVEY
 PM0128.in June 1991.
 PM0128
 PM0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0128.GEOID18 height accuracy estimate available here.
 PM0128
 PM0128.Click photographs - Photos may exist for this station.
 PM0128
 PM0128.The dynamic height is computed by dividing the NAVD 88
 PM0128.geopotential number by the normal gravity value computed on the
 PM0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0128.degrees latitude (g = 980.6199 gals.).
 PM0128
 PM0128.The modeled gravity was interpolated from observed gravity values.
 PM0128
 PM0128;                    North         East    Units  Estimated Accuracy
 PM0128;SPC WI S     -   236,814.5     784,963.0     MT  (+/- 3 meters HH1 GPS) 
 PM0128
 PM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4482784163(NAD 83)
 PM0128
 PM0128                          SUPERSEDED SURVEY CONTROL
 PM0128
 PM0128  NGVD 29 (??/??/92)  196.34   (m)          644.2    (f) COMPUTED    1 0
 PM0128
 PM0128.Superseded values are not recommended for survey control.
 PM0128
 PM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0128.See file dsdata.pdf to determine how the superseded data were derived.
 PM0128
 PM0128_MARKER: DD = SURVEY DISK
 PM0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0128_STAMPING: 644 15 WTM 1951 TT
 PM0128_MARK LOGO: USGS
 PM0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0128+STABILITY: SURFACE MOTION
 PM0128
 PM0128  HISTORY     - Date     Condition        Report By
 PM0128  HISTORY     - 1951     MONUMENTED       USGS
 PM0128  HISTORY     - 1972     GOOD             NGS
 PM0128  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 PM0128  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 PM0128
 PM0128                          STATION DESCRIPTION
 PM0128
 PM0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0128'AT MANITOWOC.
 PM0128'AT MANITOWOC, ALONG WALDO BLVD, ABOUT 0.2 MILE WEST ALONG WALDO
 PM0128'BLVD FROM THE OVERPASS OVER THE CHICAGO AND NORTH WESTERN
 PM0128'RAILWAY, 57.8 FEET SOUTH OF LIGHT POLE NO. 5 J7912 LOCATED IN
 PM0128'THE CENTER OF THE MEDIAN OF BLVD, 32 1/2 FEET EAST OF THE CENTER
 PM0128'OF A STEEL MANHOLE COVER, 44 FEET WEST OF THE CENTER OF A PIPE
 PM0128'AND WIRE GATE IN A FENCE LINE, 9.0 FEET SOUTH OF THE SOUTH EDGE
 PM0128'OF A CONCRETE SIDEWALK, 0.7 FOOT WEST OF A METAL WITNESS POST,
 PM0128'1 FOOT ABOVE THE LEVEL OF THE BLVD AND SET IN THE TOP OF A
 PM0128'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 PM0128'SECTION 24, T 19 N, R 23 E.
 PM0128
 PM0128                          STATION RECOVERY (2002)
 PM0128
 PM0128'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0128'NOT FOUND.  THE TOP OF THE CONCRETE POST WAS FOUND BROKEN INTO CHUNCKS
 PM0128'WITH THE MONUMENT MISSING AND A BENT NAIL-LIKE IRON EXPOSED.  IT IS
 PM0128'2.3 FEET NORTH OF A WITNESS POST.
 PM0128
 PM0128                          STATION RECOVERY (2004)
 PM0128
 PM0128'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0128'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9563 ***********************************************************************
 AG9563  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9563  DESIGNATION -  150 BRISKO GPS
 AG9563  PID         -  AG9563
 AG9563  STATE/COUNTY-  WI/SAWYER
 AG9563  COUNTRY     -  US
 AG9563  USGS QUAD   -  WEIRGOR (2018)
 AG9563
 AG9563                         *CURRENT SURVEY CONTROL
 AG9563  ______________________________________________________________________
 AG9563* NAD 83(2011) POSITION- 45 43 57.84007(N) 091 16 40.87318(W)   ADJUSTED
 AG9563* NAD 83(2011) ELLIP HT-   355.335 (meters)        (06/27/12)   ADJUSTED
 AG9563* NAD 83(2011) EPOCH   -  2010.00
 AG9563* NAVD 88 ORTHO HEIGHT -   385.42  (meters)     1264.5   (feet) GPS OBS
 AG9563  ______________________________________________________________________
 AG9563  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9563  GEOID HEIGHT    -        -30.096 (meters)                     GEOID12A
 AG9563  GEOID HEIGHT    -        -30.092 (meters)                     GEOID18
 AG9563  NAD 83(2011) X  -    -99,472.528 (meters)                     COMP
 AG9563  NAD 83(2011) Y  - -4,458,779.433 (meters)                     COMP
 AG9563  NAD 83(2011) Z  -  4,544,816.469 (meters)                     COMP
 AG9563  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 AG9563
 AG9563  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9563  Standards:
 AG9563         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9563            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9563  -------------------------------------------------------------------
 AG9563  NETWORK    0.48   1.02           0.22   0.16   0.52     -0.03257379
 AG9563  -------------------------------------------------------------------
 AG9563  Click here for local accuracies and other accuracy information.
 AG9563
 AG9563.The horizontal coordinates were established by GPS observations
 AG9563.and adjusted by the National Geodetic Survey in June 2012.
 AG9563
 AG9563.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9563.been affixed to the stable North American tectonic plate. See 
 AG9563.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9563
 AG9563.The horizontal coordinates are valid at the epoch date displayed above
 AG9563.which is a decimal equivalence of Year/Month/Day.
 AG9563
 AG9563.The orthometric height was determined by GPS observations and a
 AG9563.high-resolution geoid model using precise GPS observation and
 AG9563.processing techniques.
 AG9563
 AG9563.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9563.GEOID18 height accuracy estimate available here.
 AG9563
 AG9563.Click photographs - Photos may exist for this station.
 AG9563
 AG9563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9563
 AG9563.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9563
 AG9563.The ellipsoidal height was determined by GPS observations
 AG9563.and is referenced to NAD 83.
 AG9563
 AG9563. The following values were computed from the NAD 83(2011) position.
 AG9563
 AG9563;                    North         East     Units Scale Factor Converg.
 AG9563;SPC WI N     -    63,714.961   500,531.634   MT  0.99997400   -0 55 18.9
 AG9563;SPC WI N     -   209,038.17  1,642,160.87   sFT  0.99997400   -0 55 18.9
 AG9563;UTM  15      - 5,065,794.944   633,976.906   MT  0.99982068   +1 13 59.8
 AG9563
 AG9563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9563!SPC WI N     -   0.99994430  x   0.99997400  =   0.99991830
 AG9563!UTM  15      -   0.99994430  x   0.99982068  =   0.99976499
 AG9563
 AG9563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3397665794(NAD 83)
 AG9563
 AG9563                          SUPERSEDED SURVEY CONTROL
 AG9563
 AG9563  NAD 83(2007)-  45 43 57.84016(N)    091 16 40.87394(W) AD(2002.00) 0
 AG9563  ELLIP H (02/10/07)  355.355  (m)                       GP(2002.00)    
 AG9563  NAD 83(1997)-  45 43 57.84013(N)    091 16 40.87460(W) AD(       ) 1
 AG9563  ELLIP H (12/26/02)  355.368  (m)                       GP(       ) 3 2
 AG9563  NAD 83(1991)-  45 43 57.83969(N)    091 16 40.87343(W) AD(       ) 1
 AG9563  ELLIP H (04/30/98)  355.384  (m)                       GP(       ) 3 2
 AG9563  NAVD 88 (04/30/98)  385.4    (m)  GEOID96  model used  GPS OBS        
 AG9563
 AG9563.Superseded values are not recommended for survey control.
 AG9563
 AG9563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9563.See file dsdata.pdf to determine how the superseded data were derived.
 AG9563
 AG9563_MARKER: DD = SURVEY DISK
 AG9563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9563_STAMPING: 150 BRISKO GPS 1995
 AG9563_MARK LOGO: WI-113
 AG9563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9563+STABILITY: SURFACE MOTION
 AG9563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9563+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 AG9563
 AG9563  HISTORY     - Date     Condition        Report By
 AG9563  HISTORY     - 1995     MONUMENTED       WI-113
 AG9563  HISTORY     - 20100601 GOOD             WIDT
 AG9563
 AG9563                          STATION DESCRIPTION
 AG9563
 AG9563'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9563'STATION IS LOCATED ABOUT 22 MI (35.4 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9563'SW1/4, SECTION 32, T38N, R7W.  TO REACH STATION FROM THE JUNCTION OF
 AG9563'S.T.H.  27-70 AND C.T.H.  CC, IN COUDERAY, WHICH IS 24.3 MI (39.1 KM)
 AG9563'SOUTHEAST OF HAYWARD, VIA S.T.H.  27 AND S.T.H.  27-70.  GO EAST ON
 AG9563'S.T.H.  27-70, 2.8 MI (4.5 KM) TO THE JUNCTION WITH WEIRGOR ROAD, TURN
 AG9563'RIGHT AND SOUTH ON WEIRGOR ROAD, GO 3.0 MI (4.8 KM) TO THE JUNCTION
 AG9563'WITH BRISKO ROAD, TURN RIGHT AND WEST ON BRISKO ROAD, GO 0.5 MI (0.8
 AG9563'KM) TO STATION.  STATION IS LOCATED 18 FT (5.5 M) SOUTH OF CENTERLINE
 AG9563'OF BRISKO ROAD, 1.9 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST AND
 AG9563'1.7 FT (0.5 M) EAST OF A CARSONITE WITNESS POST. STATION MARK IS A
 AG9563'BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN
 AG9563'DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9563
 AG9563                          STATION RECOVERY (2010)
 AG9563
 AG9563'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9563'-NOTE-CARSONITE WITNESS POSTS HAVE BEEN REMOVED AND MARK IS 1 M (3.3
 AG9563'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 AG9563'OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0430 ***********************************************************************
 PO0430  DESIGNATION -  151 BOLT
 PO0430  PID         -  PO0430
 PO0430  STATE/COUNTY-  WI/BUFFALO
 PO0430  COUNTRY     -  US
 PO0430  USGS QUAD   -  ALMA (2018)
 PO0430
 PO0430                         *CURRENT SURVEY CONTROL
 PO0430  ______________________________________________________________________
 PO0430* NAD 83(1986) POSITION- 44 16 34.     (N) 091 52 59.     (W)   SCALED
 PO0430* NAVD 88 ORTHO HEIGHT -   203.513 (meters)      667.69  (feet) ADJUSTED
 PO0430  ______________________________________________________________________
 PO0430  GEOID HEIGHT    -        -30.395 (meters)                     GEOID18
 PO0430  DYNAMIC HEIGHT  -        203.483 (meters)      667.59  (feet) COMP
 PO0430  MODELED GRAVITY -    980,466.7   (mgal)                       NAVD 88
 PO0430
 PO0430  VERT ORDER      -  FIRST     CLASS I
 PO0430
 PO0430.The horizontal coordinates were scaled from a map and have
 PO0430.an estimated accuracy of +/- 6 seconds.
 PO0430
 PO0430.The orthometric height was determined by differential leveling and
 PO0430.adjusted by the NATIONAL GEODETIC SURVEY
 PO0430.in June 1991.
 PO0430
 PO0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0430.GEOID18 height accuracy estimate available here.
 PO0430
 PO0430.Click photographs - Photos may exist for this station.
 PO0430
 PO0430.The dynamic height is computed by dividing the NAVD 88
 PO0430.geopotential number by the normal gravity value computed on the
 PO0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0430.degrees latitude (g = 980.6199 gals.).
 PO0430
 PO0430.The modeled gravity was interpolated from observed gravity values.
 PO0430
 PO0430;                    North         East    Units  Estimated Accuracy
 PO0430;SPC WI C     -    50,940.      449,680.      MT  (+/- 180 meters Scaled)
 PO0430
 PO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK891031(NAD 83)
 PO0430
 PO0430                          SUPERSEDED SURVEY CONTROL
 PO0430
 PO0430  NGVD 29 (??/??/92)  203.531  (m)          667.75   (f) ADJ UNCH    1 1
 PO0430
 PO0430.Superseded values are not recommended for survey control.
 PO0430
 PO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0430.See file dsdata.pdf to determine how the superseded data were derived.
 PO0430
 PO0430_MARKER: B = BOLT
 PO0430_SP_SET: TILE BASE
 PO0430_STAMPING: 44 DEG 16 MIN 35 SEC 91 DEG 53 MIN 01 SEC
 PO0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0430
 PO0430  HISTORY     - Date     Condition        Report By
 PO0430  HISTORY     - UNK      MONUMENTED       MRC
 PO0430  HISTORY     - 1970     GOOD             NGS
 PO0430  HISTORY     - 20031015 MARK NOT FOUND   WIDT
 PO0430  HISTORY     - 20031201 MARK NOT FOUND   WIDT
 PO0430
 PO0430                          STATION DESCRIPTION
 PO0430
 PO0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0430'4.3 MI NW FROM COCHRANE.
 PO0430'ABOUT 4.3 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE LA CROSSE
 PO0430'MILLING COMPANY ELEVATORS AT COCHRANE, 0.2 MILE NORTHWEST OF A
 PO0430'CROSSING OF THE BURLINGTON NORTHERN RAILROAD AND A ROAD, 0.15
 PO0430'MILE SOUTHWEST AND ACROSS THE TRACK FROM A LARGE BARN WITH A STONE
 PO0430'FOUNDATION, ABOUT MIDWAY BETWEEN TWO GROUPS OF 3 POWER POLES, 207
 PO0430'FEET SOUTHWEST AND ACROSS THE TRACK FROM THE CENTER LINE OF THE
 PO0430'HIGHWAY, 31 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 PO0430'TRACK, 66 1/2 FEET NORTHWEST OF POWER POLE NUMBER 175, 2.1
 PO0430'FEET NORTHEAST OF A FENCE, 1.1 FEET NORTHWEST OF A METAL WITNESS
 PO0430'POST, AND IS A COPPER BOLT LEADED IN AN 18- X 18-INCH TILE ABOUT
 PO0430'3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON
 PO0430'PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP THAT IS
 PO0430'STAMPED 44 DEG 16 MIN 35 SEC 91 DEG 53 MIN 01 SEC AND IS DESIGNATED
 PO0430'PBM 152 (MRC).  SEC 29, T 21 N, R 12W.
 PO0430
 PO0430                          STATION RECOVERY (2003)
 PO0430
 PO0430'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0430'MARK NOT FOUND.
 PO0430
 PO0430                          STATION RECOVERY (2003)
 PO0430
 PO0430'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 PO0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9993 ***********************************************************************
 AF9993  DESIGNATION -  151 CHIEF LAKE GPS
 AF9993  PID         -  AF9993
 AF9993  STATE/COUNTY-  WI/SAWYER
 AF9993  COUNTRY     -  US
 AF9993  USGS QUAD   -  CHIEF LAKE (2018)
 AF9993
 AF9993                         *CURRENT SURVEY CONTROL
 AF9993  ______________________________________________________________________
 AF9993* NAD 83(2011) POSITION- 45 54 25.75992(N) 091 18 53.66408(W)   ADJUSTED
 AF9993* NAD 83(2011) ELLIP HT-   373.538 (meters)        (06/27/12)   ADJUSTED
 AF9993* NAD 83(2011) EPOCH   -  2010.00
 AF9993* NAVD 88 ORTHO HEIGHT -   402.9   (meters)     1322.    (feet) GPS OBS
 AF9993  ______________________________________________________________________
 AF9993  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9993  GEOID HEIGHT    -        -29.363 (meters)                     GEOID96
 AF9993  GEOID HEIGHT    -        -29.430 (meters)                     GEOID18
 AF9993  NAD 83(2011) X  -   -102,024.248 (meters)                     COMP
 AF9993  NAD 83(2011) Y  - -4,444,826.830 (meters)                     COMP
 AF9993  NAD 83(2011) Z  -  4,558,341.143 (meters)                     COMP
 AF9993  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 AF9993
 AF9993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9993  Standards:
 AF9993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9993  -------------------------------------------------------------------
 AF9993  NETWORK    0.70   2.29           0.33   0.22   1.17     -0.09090553
 AF9993  -------------------------------------------------------------------
 AF9993  Click here for local accuracies and other accuracy information.
 AF9993
 AF9993.The horizontal coordinates were established by GPS observations
 AF9993.and adjusted by the National Geodetic Survey in June 2012.
 AF9993
 AF9993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9993.been affixed to the stable North American tectonic plate. See 
 AF9993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9993
 AF9993.The horizontal coordinates are valid at the epoch date displayed above
 AF9993.which is a decimal equivalence of Year/Month/Day.
 AF9993
 AF9993.The orthometric height was determined by GPS observations and a
 AF9993.high-resolution geoid model.
 AF9993
 AF9993.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9993.GEOID18 height accuracy estimate available here.
 AF9993
 AF9993.Click photographs - Photos may exist for this station.
 AF9993
 AF9993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9993
 AF9993.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9993
 AF9993.The ellipsoidal height was determined by GPS observations
 AF9993.and is referenced to NAD 83.
 AF9993
 AF9993. The following values were computed from the NAD 83(2011) position.
 AF9993
 AF9993;                    North         East     Units Scale Factor Converg.
 AF9993;SPC WI N     -    83,145.110   497,981.947   MT  0.99995564   -0 56 54.7
 AF9993;SPC WI N     -   272,785.25  1,633,795.77   sFT  0.99995564   -0 56 54.7
 AF9993;UTM  15      - 5,085,112.482   630,698.171   MT  0.99981000   +1 12 37.5
 AF9993
 AF9993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9993!SPC WI N     -   0.99994144  x   0.99995564  =   0.99989709
 AF9993!UTM  15      -   0.99994144  x   0.99981000  =   0.99975145
 AF9993
 AF9993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3069885112(NAD 83)
 AF9993
 AF9993                          SUPERSEDED SURVEY CONTROL
 AF9993
 AF9993  NAD 83(2007)-  45 54 25.76000(N)    091 18 53.66476(W) AD(2002.00) 0
 AF9993  ELLIP H (02/10/07)  373.570  (m)                       GP(2002.00)    
 AF9993  NAD 83(1997)-  45 54 25.76003(N)    091 18 53.66541(W) AD(       ) 1
 AF9993  ELLIP H (12/26/02)  373.584  (m)                       GP(       ) 3 2
 AF9993  NAD 83(1991)-  45 54 25.75969(N)    091 18 53.66441(W) AD(       ) 1
 AF9993  ELLIP H (04/30/98)  373.583  (m)                       GP(       ) 3 2
 AF9993
 AF9993.Superseded values are not recommended for survey control.
 AF9993
 AF9993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9993.See file dsdata.pdf to determine how the superseded data were derived.
 AF9993
 AF9993_MARKER: DD = SURVEY DISK
 AF9993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9993_STAMPING: 151 CHIEF LAKE GPS 1995
 AF9993_MARK LOGO: WI-113
 AF9993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9993+STABILITY: SURFACE MOTION
 AF9993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9993+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF9993
 AF9993  HISTORY     - Date     Condition        Report By
 AF9993  HISTORY     - 1995     MONUMENTED       WI-113
 AF9993
 AF9993                          STATION DESCRIPTION
 AF9993
 AF9993'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9993'STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTHEAST OF HAYWARD, IN THE
 AF9993'SW1/4-NW1/4, SECTION 36, T40N, R8W.  TO REACH STATION FROM THE
 AF9993'JUNCTION OF C.T.H.  B AND C.T.H.  NN, WHICH IS 7.8 MI (12.6 KM) EAST
 AF9993'OF HAYWARD, VIA C.T.H.  B.  GO SOUTH ON C.T.H.  NN, 6.5 MI (10.5 KM)
 AF9993'TO STATION.  STATION IS LOCATED 112 FT (34.1 M) SOUTH OF THE JUNCTION
 AF9993'OF C.T.H.  NN AND CHIEF LAKE ROAD, 35 FT (10.7 M) EAST OF CENTERLINE
 AF9993'OF C.T.H.  NN, 28 FT (8.5 M) SOUTH OF CENTERLINE OF A DRIVEWAY TO THE
 AF9993'EAST, 2.1 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST AND 2.1 FT
 AF9993'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST.  STATION MARK IS A
 AF9993'BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN
 AF9993'DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4927 ***********************************************************************
 DJ4927  DESIGNATION -  1517
 DJ4927  PID         -  DJ4927
 DJ4927  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4927  COUNTRY     -  US
 DJ4927  USGS QUAD   -  OSSEO (2018)
 DJ4927
 DJ4927                         *CURRENT SURVEY CONTROL
 DJ4927  ______________________________________________________________________
 DJ4927* NAD 83(1986) POSITION- 44 35 38.79   (N) 091 10 32.47   (W)   HD_HELD1
 DJ4927* NAVD 88 ORTHO HEIGHT -   302.624 (meters)      992.86  (feet) ADJUSTED
 DJ4927  ______________________________________________________________________
 DJ4927  GEOID HEIGHT    -        -31.638 (meters)                     GEOID18
 DJ4927  DYNAMIC HEIGHT  -        302.583 (meters)      992.72  (feet) COMP
 DJ4927  MODELED GRAVITY -    980,474.9   (mgal)                       NAVD 88
 DJ4927
 DJ4927  VERT ORDER      -  SECOND    CLASS I
 DJ4927
 DJ4927.The horizontal coordinates were determined by differentially corrected
 DJ4927.hand held GPS observations or other comparable positioning techniques
 DJ4927.and have an estimated accuracy of +/- 3 meters.
 DJ4927
 DJ4927.The orthometric height was determined by differential leveling and
 DJ4927.adjusted by the WI DEPT OF TRANSP
 DJ4927.in May 2012.
 DJ4927
 DJ4927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4927.GEOID18 height accuracy estimate available here.
 DJ4927
 DJ4927.Click photographs - Photos may exist for this station.
 DJ4927
 DJ4927.The dynamic height is computed by dividing the NAVD 88
 DJ4927.geopotential number by the normal gravity value computed on the
 DJ4927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4927.degrees latitude (g = 980.6199 gals.).
 DJ4927
 DJ4927.The modeled gravity was interpolated from observed gravity values.
 DJ4927
 DJ4927;                    North         East    Units  Estimated Accuracy
 DJ4927;SPC WI C     -    85,211.5     506,656.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4927
 DJ4927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4479539481(NAD 83)
 DJ4927
 DJ4927                          SUPERSEDED SURVEY CONTROL
 DJ4927
 DJ4927  NAVD 88 (07/08/08)  302.612  (m)          992.82   (f) SUPERSEDED  2 1
 DJ4927
 DJ4927.Superseded values are not recommended for survey control.
 DJ4927
 DJ4927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4927.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4927
 DJ4927_MARKER: DV = VERTICAL CONTROL DISK
 DJ4927_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4927_SP_SET: BRIDGE ABUTMENT
 DJ4927_MARK LOGO: WIHD
 DJ4927_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4927+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2011
 DJ4927
 DJ4927  HISTORY     - Date     Condition        Report By
 DJ4927  HISTORY     - 1987     MONUMENTED       WIHD
 DJ4927  HISTORY     - 20060515 GOOD             WIDT
 DJ4927  HISTORY     - 20111017 GOOD             WIDT
 DJ4927
 DJ4927                          STATION DESCRIPTION
 DJ4927
 DJ4927'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4927'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4927'HIGHWAY R ABOUT 2 MI (3.2 KM) EAST OF THE CITY OF OSSEO, GO NORTH ON
 DJ4927'COUNTY HIGHWAY R FOR 0.3 MI (0.5 KM) TO A BRIDGE OVER THE NORTH FORK
 DJ4927'OF THE BUFFALO RIVER AND THE STATION ON THE LEFT.
 DJ4927'
 DJ4927'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4927'VERTICAL CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF THE
 DJ4927'SOUTH ABUTMENT OF THE BRIDGE --B-61-96-87--, ABOUT LEVEL WITH THE
 DJ4927'HIGHWAY PAVEMENT,
 DJ4927'
 DJ4927'6.5 M (21.3 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY R.
 DJ4927'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4927
 DJ4927                          STATION RECOVERY (2011)
 DJ4927
 DJ4927'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4927'NOTE - - CORRECTION - - TO REACH THE STATION FROM THE INTERSECTION OF
 DJ4927'US HIGHWAY 10 WITH COUNTY HIGHWAY R ABOUT 2 MI (3.2 KM) EAST OF THE
 DJ4927'CITY OF OSSEO, GO NORTH ON COUNTY HIGHWAY R ABOUT 0.3 MI (0.5 KM) TO A
 DJ4927'BRIDGE OVER THE NORTH FORK OF THE BUFFALO RIVER AND THE STATION ON THE
 DJ4927'RIGHT (NOT LEFT).
 DJ4927'
 DJ4927'NOTE 2 - - CORRECTION - - 6.5 M (21.3 FT) EAST (NOT WEST) OF THE
 DJ4927'CENTERLINE OF COUNTY HIGHWAY R.
 DJ4927'
 DJ4927'NOTE 3 - - THE STATION IS 1 M (3.3 FT) NORTH OF A WITNESS PLAQUE SET
 DJ4927'ON A WOOD GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0429 ***********************************************************************
 PO0429  DESIGNATION -  152 CAP
 PO0429  PID         -  PO0429
 PO0429  STATE/COUNTY-  WI/BUFFALO
 PO0429  COUNTRY     -  US
 PO0429  USGS QUAD   -  ALMA (2018)
 PO0429
 PO0429                         *CURRENT SURVEY CONTROL
 PO0429  ______________________________________________________________________
 PO0429* NAD 83(1986) POSITION- 44 16 34.     (N) 091 52 59.     (W)   SCALED
 PO0429* NAVD 88 ORTHO HEIGHT -   204.748 (meters)      671.74  (feet) ADJUSTED
 PO0429  ______________________________________________________________________
 PO0429  GEOID HEIGHT    -        -30.395 (meters)                     GEOID18
 PO0429  DYNAMIC HEIGHT  -        204.718 (meters)      671.65  (feet) COMP
 PO0429  MODELED GRAVITY -    980,466.7   (mgal)                       NAVD 88
 PO0429
 PO0429  VERT ORDER      -  FIRST     CLASS I
 PO0429
 PO0429.The horizontal coordinates were scaled from a map and have
 PO0429.an estimated accuracy of +/- 6 seconds.
 PO0429
 PO0429.The orthometric height was determined by differential leveling and
 PO0429.adjusted by the NATIONAL GEODETIC SURVEY
 PO0429.in June 1991.
 PO0429
 PO0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0429.GEOID18 height accuracy estimate available here.
 PO0429
 PO0429.Click photographs - Photos may exist for this station.
 PO0429
 PO0429.The dynamic height is computed by dividing the NAVD 88
 PO0429.geopotential number by the normal gravity value computed on the
 PO0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0429.degrees latitude (g = 980.6199 gals.).
 PO0429
 PO0429.The modeled gravity was interpolated from observed gravity values.
 PO0429
 PO0429;                    North         East    Units  Estimated Accuracy
 PO0429;SPC WI C     -    50,940.      449,680.      MT  (+/- 180 meters Scaled)
 PO0429
 PO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK891031(NAD 83)
 PO0429
 PO0429                          SUPERSEDED SURVEY CONTROL
 PO0429
 PO0429  NGVD 29 (??/??/92)  204.764  (m)          671.80   (f) ADJ UNCH    1 1
 PO0429
 PO0429.Superseded values are not recommended for survey control.
 PO0429
 PO0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0429.See file dsdata.pdf to determine how the superseded data were derived.
 PO0429
 PO0429_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 PO0429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PO0429_STAMPING: 44 DEG 16 MIN 35 SEC 91 DEG 53 MIN 01 SEC
 PO0429_MARK LOGO: MRC
 PO0429_MAGNETIC: P = MARKER IS A STEEL PIPE
 PO0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0429
 PO0429  HISTORY     - Date     Condition        Report By
 PO0429  HISTORY     - UNK      MONUMENTED       MRC
 PO0429  HISTORY     - 1970     GOOD             NGS
 PO0429
 PO0429                          STATION DESCRIPTION
 PO0429
 PO0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0429'4.3 MI NW FROM COCHRANE.
 PO0429'ABOUT 4.3 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE LA CROSSE
 PO0429'MILLING COMPANY ELEVATORS AT COCHRANE, OR ABOUT 3.65 MILES
 PO0429'SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT ALMA,
 PO0429'0.2 MILE NORTHWEST OF A CROSSING OF THE BURLINGTON NORTHERN
 PO0429'RAILROAD AND A ROAD, 0.15 MILE SOUTHWEST AND ACROSS THE TRACK FROM
 PO0429'A LARGE BARN WITH A STONE FOUNDATION, ABOUT MIDWAY BETWEEN TWO
 PO0429'GROUPS OF 3 POWER POLES, 207 FEET SOUTHWEST AND ACROSS THE TRACK
 PO0429'FROM THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTHWEST OF THE
 PO0429'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 66 1/2 FEET NORTHWEST OF
 PO0429'POWER POLE NUMBER 175, 2.1 FEET NORTHEAST OF A FENCE, 1.1 FEET
 PO0429'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 PO0429'THE TRACK, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE TOP OF
 PO0429'A 3-INCH IRON PIPE.  SEC 29, T21N, R 12W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9547 ***********************************************************************
 AG9547  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9547  DESIGNATION -  152 DUCK POND GPS
 AG9547  PID         -  AG9547
 AG9547  STATE/COUNTY-  WI/SAWYER
 AG9547  COUNTRY     -  US
 AG9547  USGS QUAD   -  CHITTAMO NE (2018)
 AG9547
 AG9547                         *CURRENT SURVEY CONTROL
 AG9547  ______________________________________________________________________
 AG9547* NAD 83(2011) POSITION- 46 08 49.68094(N) 091 31 01.85277(W)   ADJUSTED
 AG9547* NAD 83(2011) ELLIP HT-   363.182 (meters)        (06/27/12)   ADJUSTED
 AG9547* NAD 83(2011) EPOCH   -  2010.00
 AG9547* NAVD 88 ORTHO HEIGHT -   391.11  (meters)     1283.2   (feet) GPS OBS
 AG9547  ______________________________________________________________________
 AG9547  GEOID HEIGHT    -        -27.929 (meters)                     GEOID18
 AG9547  NAD 83(2011) X  -   -117,206.933 (meters)                     COMP
 AG9547  NAD 83(2011) Y  - -4,425,240.946 (meters)                     COMP
 AG9547  NAD 83(2011) Z  -  4,576,854.976 (meters)                     COMP
 AG9547  LAPLACE CORR    -        -10.90  (seconds)                    DEFLEC18
 AG9547
 AG9547  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9547  Standards:
 AG9547         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9547            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9547  -------------------------------------------------------------------
 AG9547  NETWORK    0.40   0.76           0.18   0.14   0.39      0.01868626
 AG9547  -------------------------------------------------------------------
 AG9547  Click here for local accuracies and other accuracy information.
 AG9547
 AG9547.The horizontal coordinates were established by GPS observations
 AG9547.and adjusted by the National Geodetic Survey in June 2012.
 AG9547
 AG9547.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9547.been affixed to the stable North American tectonic plate. See 
 AG9547.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9547
 AG9547.The horizontal coordinates are valid at the epoch date displayed above
 AG9547.which is a decimal equivalence of Year/Month/Day.
 AG9547
 AG9547.The orthometric height was determined by GPS observations and a
 AG9547.high-resolution geoid model using precise GPS observation and
 AG9547.processing techniques.
 AG9547
 AG9547.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9547.GEOID18 height accuracy estimate available here.
 AG9547
 AG9547.Click photographs - Photos may exist for this station.
 AG9547
 AG9547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9547
 AG9547.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9547
 AG9547.The ellipsoidal height was determined by GPS observations
 AG9547.and is referenced to NAD 83.
 AG9547
 AG9547. The following values were computed from the NAD 83(2011) position.
 AG9547
 AG9547;                    North         East     Units Scale Factor Converg.
 AG9547;SPC WI N     -   110,092.682   482,799.558   MT  0.99994541   -1 05 40.0
 AG9547;SPC WI N     -   361,195.74  1,583,984.88   sFT  0.99994541   -1 05 40.0
 AG9547;UTM  15      - 5,111,463.930   614,512.872   MT  0.99976120   +1 04 09.9
 AG9547
 AG9547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9547!SPC WI N     -   0.99994307  x   0.99994541  =   0.99988848
 AG9547!UTM  15      -   0.99994307  x   0.99976120  =   0.99970428
 AG9547
 AG9547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1451211463(NAD 83)
 AG9547
 AG9547                          SUPERSEDED SURVEY CONTROL
 AG9547
 AG9547  NAD 83(2007)-  46 08 49.68105(N)    091 31 01.85344(W) AD(2002.00) 0
 AG9547  ELLIP H (02/10/07)  363.217  (m)                       GP(2002.00)    
 AG9547  NAD 83(1997)-  46 08 49.68112(N)    091 31 01.85405(W) AD(       ) 1
 AG9547  ELLIP H (12/26/02)  363.234  (m)                       GP(       ) 3 2
 AG9547  NAD 83(1991)-  46 08 49.68092(N)    091 31 01.85294(W) AD(       ) 1
 AG9547  ELLIP H (04/30/98)  363.227  (m)                       GP(       ) 3 2
 AG9547  NAVD 88 (05/27/14)  391.12   (m)  GEOID12A model used  GPS OBS        
 AG9547  NAVD 88 (04/30/98)  391.1    (m)  GEOID96  model used  GPS OBS        
 AG9547
 AG9547.Superseded values are not recommended for survey control.
 AG9547
 AG9547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9547.See file dsdata.pdf to determine how the superseded data were derived.
 AG9547
 AG9547_MARKER: DD = SURVEY DISK
 AG9547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9547_STAMPING: 152 DUCK POND GPS 1995
 AG9547_MARK LOGO: WI-113
 AG9547_PROJECTION: FLUSH
 AG9547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9547+STABILITY: SURFACE MOTION
 AG9547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9547+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 AG9547
 AG9547  HISTORY     - Date     Condition        Report By
 AG9547  HISTORY     - 1995     MONUMENTED       WI-113
 AG9547  HISTORY     - 20080717 GOOD             GEOCAC
 AG9547  HISTORY     - 20140101 GOOD             WIDT
 AG9547
 AG9547                          STATION DESCRIPTION
 AG9547
 AG9547'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9547'STATION IS LOCATED ABOUT 9 MI (14.5 KM) NORTHWEST OF HAYWARD, IN THE
 AG9547'SE1/4, SECTION 5, T42N, R9W.  TO REACH STATION FROM HAYWARD, AT THE
 AG9547'JUNCTION OF S.T.H.  27-77 AND U.S.H.  63.  GO NORTHWEST ON S.T.H.
 AG9547'27-77, 3.7 MI (6.0 KM) TO THE JUNCTION WITH S.T.H.  27, TURN RIGHT AND
 AG9547'NORTH ON S.T.H.  27, GO 6.6 MI (10.6 KM) TO THE JUNCTION WITH DUCK
 AG9547'POND ROAD, TURN LEFT AND WEST ON DUCK POND ROAD, GO 150 FT (45.7 M) TO
 AG9547'STATION.  STATION IS LOCATED 25 FT (7.6 M) SOUTH OF THE CENTERLINE OF
 AG9547'DUCK POND ROAD, 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST AND
 AG9547'2.1 FT (0.6 M) WEST OF A CARSONITE WITNESS POST. STATION MARK IS A
 AG9547'BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN
 AG9547'DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9547
 AG9547                          STATION RECOVERY (2008)
 AG9547
 AG9547'RECOVERY NOTE BY GEOCACHING 2008 (JR)
 AG9547'RECOVERED AS DESCRIBED
 AG9547
 AG9547                          STATION RECOVERY (2014)
 AG9547
 AG9547'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 AG9547'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7122 ***********************************************************************
 DN7122  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7122  DESIGNATION -  153 ROCK CREEK GPS
 DN7122  PID         -  DN7122
 DN7122  STATE/COUNTY-  WI/SAWYER
 DN7122  COUNTRY     -  US
 DN7122  USGS QUAD   -  RADISSON (2018)
 DN7122
 DN7122                         *CURRENT SURVEY CONTROL
 DN7122  ______________________________________________________________________
 DN7122* NAD 83(2011) POSITION- 45 47 23.81142(N) 091 13 31.00502(W)   ADJUSTED
 DN7122* NAD 83(2011) ELLIP HT-   373.060 (meters)        (04/15/13)   ADJUSTED
 DN7122* NAD 83(2011) EPOCH   -  2010.00
 DN7122* NAVD 88 ORTHO HEIGHT -   403.02  (meters)     1322.2   (feet) GPS OBS
 DN7122  ______________________________________________________________________
 DN7122  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7122  GEOID HEIGHT    -        -29.952 (meters)                     GEOID12A
 DN7122  GEOID HEIGHT    -        -29.953 (meters)                     GEOID18
 DN7122  NAD 83(2011) X  -    -95,270.985 (meters)                     COMP
 DN7122  NAD 83(2011) Y  - -4,454,326.287 (meters)                     COMP
 DN7122  NAD 83(2011) Z  -  4,549,265.891 (meters)                     COMP
 DN7122  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 DN7122
 DN7122  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7122  Standards:
 DN7122         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7122            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7122  -------------------------------------------------------------------
 DN7122  NETWORK    0.58   1.02           0.27   0.19   0.52      0.10483852
 DN7122  -------------------------------------------------------------------
 DN7122  Click here for local accuracies and other accuracy information.
 DN7122
 DN7122.The horizontal coordinates were established by GPS observations
 DN7122.and adjusted by the National Geodetic Survey in April 2013.
 DN7122
 DN7122.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7122.been affixed to the stable North American tectonic plate. See 
 DN7122.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7122
 DN7122.The horizontal coordinates are valid at the epoch date displayed above
 DN7122.which is a decimal equivalence of Year/Month/Day.
 DN7122
 DN7122.The orthometric height was determined by GPS observations and a
 DN7122.high-resolution geoid model using precise GPS observation and
 DN7122.processing techniques.
 DN7122
 DN7122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7122.GEOID18 height accuracy estimate available here.
 DN7122
 DN7122.Click photographs - Photos may exist for this station.
 DN7122
 DN7122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7122
 DN7122.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7122
 DN7122.The ellipsoidal height was determined by GPS observations
 DN7122.and is referenced to NAD 83.
 DN7122
 DN7122. The following values were computed from the NAD 83(2011) position.
 DN7122
 DN7122;                    North         East     Units Scale Factor Converg.
 DN7122;SPC WI N     -    70,008.504   504,734.241   MT  0.99996697   -0 53 02.0
 DN7122;SPC WI N     -   229,686.23  1,655,948.92   sFT  0.99996697   -0 53 02.0
 DN7122;UTM  15      - 5,072,241.191   637,939.240   MT  0.99983392   +1 16 20.3
 DN7122
 DN7122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7122!SPC WI N     -   0.99994152  x   0.99996697  =   0.99990849
 DN7122!UTM  15      -   0.99994152  x   0.99983392  =   0.99977545
 DN7122
 DN7122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3793972241(NAD 83)
 DN7122
 DN7122                          SUPERSEDED SURVEY CONTROL
 DN7122
 DN7122  NAD 83(2007)-  45 47 23.81149(N)    091 13 31.00572(W) AD(2002.00) 1
 DN7122  ELLIP H (04/06/12)  373.093  (m)                       GP(2002.00) 1 1
 DN7122
 DN7122.Superseded values are not recommended for survey control.
 DN7122
 DN7122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7122.See file dsdata.pdf to determine how the superseded data were derived.
 DN7122
 DN7122_MARKER: DD = SURVEY DISK
 DN7122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7122_STAMPING: 153 ROCK CREEK GPS 1995
 DN7122_MARK LOGO: WI-113
 DN7122_PROJECTION: PROJECTING 5 CENTIMETERS
 DN7122_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN7122+STABILITY: SURFACE MOTION
 DN7122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7122+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DN7122
 DN7122  HISTORY     - Date     Condition        Report By
 DN7122  HISTORY     - 1995     MONUMENTED       WI-113
 DN7122  HISTORY     - 20100519 GOOD             WIDT
 DN7122
 DN7122                          STATION DESCRIPTION
 DN7122
 DN7122'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7122'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 70
 DN7122'WITH STATE HIGHWAY 40 SOUTH AND COUNTY HIGHWAY H NORTH IN THE VILLAGE
 DN7122'OF RADISSON, GO NORTH ON COUNTY HIGHWAY H FOR 0.75 MI (1.2 KM) TO
 DN7122'BEAVER BROOK ROAD LEFT.  CONTINUE NORTH ON COUNTY HIGHWAY H FOR 0.70
 DN7122'MI (1.1 KM) TO A WOODS ENTRANCE LEFT AND THE STATION ON THE LEFT.
 DN7122'
 DN7122'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN7122'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, PROJECTING 2
 DN7122'INCHES (5 CM) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE
 DN7122'HIGHWAY PAVEMENT.  THE STATION IS 14.3 M (46.9 FT) WEST OF THE
 DN7122'CENTERLINE OF COUNTY HIGHWAY H, 4.4 M (14.4 FT) NORTH OF THE
 DN7122'CENTERLINE OF THE WOODS ENTRANCE AND 0.6 M (2.0 FT) WEST AND 0.6 M
 DN7122'(2.0 FT) NORTH OF TWO ORANGE CARSONITE WITNESS POSTS.
 DN7122'
 DN7122'-NOTE-CURRENTLY THERE ARE NO VISIBLE OBSTRUCTIONS GREATER THAN 20
 DN7122'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8316 ***********************************************************************
 DP8316  DESIGNATION -  153119
 DP8316  PID         -  DP8316
 DP8316  STATE/COUNTY-  WI/MARINETTE
 DP8316  COUNTRY     -  US
 DP8316  USGS QUAD   -  CRIVITZ (2018)
 DP8316
 DP8316                         *CURRENT SURVEY CONTROL
 DP8316  ______________________________________________________________________
 DP8316* NAD 83(1986) POSITION- 45 09 43.97   (N) 088 06 55.01   (W)   HD_HELD1
 DP8316* NAVD 88 ORTHO HEIGHT -   250.672 (meters)      822.41  (feet) ADJUSTED
 DP8316  ______________________________________________________________________
 DP8316  GEOID HEIGHT    -        -36.066 (meters)                     GEOID18
 DP8316  DYNAMIC HEIGHT  -        250.652 (meters)      822.35  (feet) COMP
 DP8316  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 DP8316
 DP8316  VERT ORDER      -  SECOND    CLASS I
 DP8316
 DP8316.The horizontal coordinates were determined by differentially corrected
 DP8316.hand held GPS observations or other comparable positioning techniques
 DP8316.and have an estimated accuracy of +/- 3 meters.
 DP8316
 DP8316.The orthometric height was determined by differential leveling and
 DP8316.adjusted by the NATIONAL GEODETIC SURVEY
 DP8316.in February 2017.
 DP8316
 DP8316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8316.GEOID18 height accuracy estimate available here.
 DP8316
 DP8316.Click photographs - Photos may exist for this station.
 DP8316
 DP8316.The dynamic height is computed by dividing the NAVD 88
 DP8316.geopotential number by the normal gravity value computed on the
 DP8316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8316.degrees latitude (g = 980.6199 gals.).
 DP8316
 DP8316.The modeled gravity was interpolated from observed gravity values.
 DP8316
 DP8316;                    North         East    Units  Estimated Accuracy
 DP8316;SPC WI C     -   149,385.0     748,164.0     MT  (+/- 3 meters HH1 GPS) 
 DP8316
 DP8316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1234701575(NAD 83)
 DP8316
 DP8316                          SUPERSEDED SURVEY CONTROL
 DP8316
 DP8316.No superseded survey control is available for this station.
 DP8316
 DP8316_MARKER: DD = SURVEY DISK
 DP8316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8316_STAMPING: 153119 2000
 DP8316_MARK LOGO: WI-075
 DP8316_PROJECTION: FLUSH
 DP8316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8316+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2014
 DP8316
 DP8316  HISTORY     - Date     Condition        Report By
 DP8316  HISTORY     - 2000     MONUMENTED       WI-075
 DP8316  HISTORY     - 20140923 GOOD             WIDT
 DP8316
 DP8316                          STATION DESCRIPTION
 DP8316
 DP8316'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8316'HE STATION IS APPROXIMATELY 17.4 MI (28.0 KM) EAST-SOUTHEAST OF
 DP8316'MOUNTAIN, 7.2 MI (11.6 KM) SOUTHWEST OF CRIVITZ AND 5.2 MI (8.4 KM)
 DP8316'NORTHWEST OF BEAVER.
 DP8316'
 DP8316'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8316'HIGHWAY SOUTH ABOUT 8 MI (12.9 KM) SOUTHWEST OF THE VILLAGE OF
 DP8316'CRIVITZ, GO EAST ON COUNTY HIGHWAY P FOR 1.5 MI (2.4 KM) TO 37TH ROAD
 DP8316'ON THE LEFT.  TURN LEFT AND GO NORTH ON 37TH ROAD FOR 0.1 MI (0.2 KM)
 DP8316'TO THE STATION ON THE LEFT.
 DP8316'
 DP8316'THE STATION IS 7.2 M (23.6 FT) WEST OF THE CENTERLINE OF 37TH ROAD,
 DP8316'37.8 M (124.0 FT) SOUTHWEST OF A POWER POLE -3-, 17.1 M (56.1 FT)
 DP8316'SOUTH-SOUTHEAST OF A UTILITY JUNCTION BOX -3300 2- AND LOCATED IN THE
 DP8316'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8316'
 DP8316'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8316'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8316'GPS NETWORK GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DP8316'(16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0120 ***********************************************************************
 OM0120  DESIGNATION -  154
 OM0120  PID         -  OM0120
 OM0120  STATE/COUNTY-  WI/MILWAUKEE
 OM0120  COUNTRY     -  US
 OM0120  USGS QUAD   -  WAUWATOSA (2018)
 OM0120
 OM0120                         *CURRENT SURVEY CONTROL
 OM0120  ______________________________________________________________________
 OM0120* NAD 83(1986) POSITION- 43 05 48.55   (N) 088 01 39.57   (W)   HD_HELD1
 OM0120* NAVD 88 ORTHO HEIGHT -   230.556 (meters)      756.42  (feet) ADJUSTED
 OM0120  ______________________________________________________________________
 OM0120  GEOID HEIGHT    -        -35.039 (meters)                     GEOID18
 OM0120  DYNAMIC HEIGHT  -        230.496 (meters)      756.22  (feet) COMP
 OM0120  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 OM0120
 OM0120  VERT ORDER      -  SECOND    CLASS 0
 OM0120
 OM0120.The horizontal coordinates were determined by differentially corrected
 OM0120.hand held GPS observations or other comparable positioning techniques
 OM0120.and have an estimated accuracy of +/- 3 meters.
 OM0120
 OM0120.The orthometric height was determined by differential leveling and
 OM0120.adjusted by the NATIONAL GEODETIC SURVEY
 OM0120.in June 1991.
 OM0120
 OM0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0120.GEOID18 height accuracy estimate available here.
 OM0120
 OM0120.Click photographs - Photos may exist for this station.
 OM0120
 OM0120.The dynamic height is computed by dividing the NAVD 88
 OM0120.geopotential number by the normal gravity value computed on the
 OM0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0120.degrees latitude (g = 980.6199 gals.).
 OM0120
 OM0120.The modeled gravity was interpolated from observed gravity values.
 OM0120
 OM0120;                    North         East    Units  Estimated Accuracy
 OM0120;SPC WI S     -   123,744.8     760,550.4     MT  (+/- 3 meters HH1 GPS) 
 OM0120
 OM0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1636872078(NAD 83)
 OM0120
 OM0120                          SUPERSEDED SURVEY CONTROL
 OM0120
 OM0120  NGVD 29 (??/??/92)  230.640  (m)          756.69   (f) ADJ UNCH    2 0
 OM0120
 OM0120.Superseded values are not recommended for survey control.
 OM0120
 OM0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0120.See file dsdata.pdf to determine how the superseded data were derived.
 OM0120
 OM0120_MARKER: DD = SURVEY DISK
 OM0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0120+STABILITY: SURFACE MOTION
 OM0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0120+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 OM0120
 OM0120  HISTORY     - Date     Condition        Report By
 OM0120  HISTORY     - UNK      MONUMENTED       WI3100
 OM0120  HISTORY     - 1966     GOOD             CGS
 OM0120  HISTORY     - 1990     GOOD             USPSQD
 OM0120  HISTORY     - 20040812 GOOD             USPSQD
 OM0120  HISTORY     - 20060624 GOOD             USPSQD
 OM0120
 OM0120                          STATION DESCRIPTION
 OM0120
 OM0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OM0120'AT MILWAUKEE.
 OM0120'LOCATED AT 92 STREET AND WEST CONGRESS STREET, 60 SOUTH OF THE
 OM0120'CENTER-LINE OF WEST CONGRESS STREET, AND 4.3 FEET WEST OF THE
 OM0120'EAST CURB OF THE CENTER PLOT.  SET IN THE TOP OF A CONCRETE
 OM0120'POST.
 OM0120
 OM0120                          STATION RECOVERY (1990)
 OM0120
 OM0120'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 OM0120'RECOVERED IN GOOD CONDITION.
 OM0120
 OM0120                          STATION RECOVERY (2004)
 OM0120
 OM0120'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 OM0120'RECOVERED IN GOOD CONDITION.
 OM0120
 OM0120                          STATION RECOVERY (2006)
 OM0120
 OM0120'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9983 ***********************************************************************
 AF9983  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9983  DESIGNATION -  155 MILLER LAKE GPS
 AF9983  PID         -  AF9983
 AF9983  STATE/COUNTY-  WI/SAWYER
 AF9983  COUNTRY     -  US
 AF9983  USGS QUAD   -  EXELAND (2018)
 AF9983
 AF9983                         *CURRENT SURVEY CONTROL
 AF9983  ______________________________________________________________________
 AF9983* NAD 83(2011) POSITION- 45 43 32.12164(N) 091 11 51.24604(W)   ADJUSTED
 AF9983* NAD 83(2011) ELLIP HT-   343.270 (meters)        (06/27/12)   ADJUSTED
 AF9983* NAD 83(2011) EPOCH   -  2010.00
 AF9983* NAVD 88 ORTHO HEIGHT -   373.45  (meters)     1225.2   (feet) GPS OBS
 AF9983  ______________________________________________________________________
 AF9983  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AF9983  GEOID HEIGHT    -        -30.156 (meters)                     GEOID12A
 AF9983  GEOID HEIGHT    -        -30.154 (meters)                     GEOID18
 AF9983  NAD 83(2011) X  -    -93,223.335 (meters)                     COMP
 AF9983  NAD 83(2011) Y  - -4,459,474.761 (meters)                     COMP
 AF9983  NAD 83(2011) Z  -  4,544,253.528 (meters)                     COMP
 AF9983  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 AF9983
 AF9983  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9983  Standards:
 AF9983         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9983            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9983  -------------------------------------------------------------------
 AF9983  NETWORK    0.36   0.84           0.17   0.11   0.43     -0.03714668
 AF9983  -------------------------------------------------------------------
 AF9983  Click here for local accuracies and other accuracy information.
 AF9983
 AF9983.The horizontal coordinates were established by GPS observations
 AF9983.and adjusted by the National Geodetic Survey in June 2012.
 AF9983
 AF9983.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9983.been affixed to the stable North American tectonic plate. See 
 AF9983.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9983
 AF9983.The horizontal coordinates are valid at the epoch date displayed above
 AF9983.which is a decimal equivalence of Year/Month/Day.
 AF9983
 AF9983.The orthometric height was determined by GPS observations and a
 AF9983.high-resolution geoid model using precise GPS observation and
 AF9983.processing techniques.
 AF9983
 AF9983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9983.GEOID18 height accuracy estimate available here.
 AF9983
 AF9983.Click photographs - Photos may exist for this station.
 AF9983
 AF9983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9983
 AF9983.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9983
 AF9983.The ellipsoidal height was determined by GPS observations
 AF9983.and is referenced to NAD 83.
 AF9983
 AF9983. The following values were computed from the NAD 83(2011) position.
 AF9983
 AF9983;                    North         East     Units Scale Factor Converg.
 AF9983;SPC WI N     -    62,823.462   506,780.753   MT  0.99997495   -0 51 50.0
 AF9983;SPC WI N     -   206,113.31  1,662,663.19   sFT  0.99997495   -0 51 50.0
 AF9983;UTM  15      - 5,065,139.147   640,254.228   MT  0.99984184   +1 17 26.7
 AF9983
 AF9983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9983!SPC WI N     -   0.99994619  x   0.99997495  =   0.99992114
 AF9983!UTM  15      -   0.99994619  x   0.99984184  =   0.99978804
 AF9983
 AF9983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4025465139(NAD 83)
 AF9983
 AF9983                          SUPERSEDED SURVEY CONTROL
 AF9983
 AF9983  NAD 83(2007)-  45 43 32.12172(N)    091 11 51.24674(W) AD(2002.00) 0
 AF9983  ELLIP H (02/10/07)  343.302  (m)                       GP(2002.00)    
 AF9983  NAD 83(1997)-  45 43 32.12176(N)    091 11 51.24738(W) AD(       ) 1
 AF9983  ELLIP H (12/26/02)  343.314  (m)                       GP(       ) 3 2
 AF9983  NAD 83(1991)-  45 43 32.12131(N)    091 11 51.24626(W) AD(       ) 1
 AF9983  ELLIP H (04/30/98)  343.333  (m)                       GP(       ) 3 2
 AF9983  NAVD 88 (04/30/98)  373.4    (m)  GEOID96  model used  GPS OBS        
 AF9983
 AF9983.Superseded values are not recommended for survey control.
 AF9983
 AF9983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9983.See file dsdata.pdf to determine how the superseded data were derived.
 AF9983
 AF9983_MARKER: DD = SURVEY DISK
 AF9983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9983_STAMPING: 155 MILLER LAKE GPS 1995
 AF9983_MARK LOGO: WI-113
 AF9983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9983+STABILITY: SURFACE MOTION
 AF9983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9983+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 AF9983
 AF9983  HISTORY     - Date     Condition        Report By
 AF9983  HISTORY     - 1995     MONUMENTED       WI-113
 AF9983  HISTORY     - 20080921 GOOD             WIDT
 AF9983  HISTORY     - 20100601 GOOD             WIDT
 AF9983
 AF9983                          STATION DESCRIPTION
 AF9983
 AF9983'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9983'STATION IS LOCATED ABOUT 24 MI (38.6 KM) SOUTHEAST OF HAYWARD, IN THE
 AF9983'NE1/4-NE1/4, SECTION 2, T37N, R7W.  TO REACH STATION FROM THE JUNCTION
 AF9983'OF S.T.H.  27-70, S.T.H.  40, AND C.T.H.  H, IN RADISSON, WHICH IS
 AF9983'29.4 MI (47.3 KM) SOUTHEAST OF HAYWARD, VIA S.T.H.  27 AND S.T.H.
 AF9983'27-70.  GO SOUTH ON S.T.H.  40, 1 BLOCK, TO THE JUNCTION WITH RAILROAD
 AF9983'STREET, TURN LEFT AND EAST ON RAILROAD STREET, WHICH BECOMES OLD 70,
 AF9983'GO 1.1 MI, (1.8 KM) CROSS BRIDGE, 1.3 MI (2.1 KM) TO JUNCTION WITH
 AF9983'SWEDE ROAD, TURN RIGHT AND SOUTH ON SWEDE ROAD, GO 2.9 MI (4.7 KM) TO
 AF9983'JUNCTION WITH TOWNSHIP LINE ROAD, TURN RIGHT AND WEST ON TOWNSHIP LINE
 AF9983'ROAD, GO 0.1 MI (0.2 KM) TO STATION.  STATION IS LOCATED 33 FT (10.1
 AF9983'M) WEST OF CENTERLINE OF TOWNSHIP LINE ROAD, 1.7 FT (0.5 M) SOUTH OF A
 AF9983'CARSONITE WITNESS POST, 1.6 FT (0.5 M) WEST OF A CARSONITE WITNESS
 AF9983'POST AND 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.  STATION
 AF9983'MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT
 AF9983'(0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AF9983
 AF9983                          STATION RECOVERY (2008)
 AF9983
 AF9983'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AF9983'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AF9983'OF STATE HIGHWAYS 27 AND 70 (OMAHA STREET) WITH STATE HIGHWAY 40 SOUTH
 AF9983'AND COUNTY HIGHWAY H NORTH (CLARK STREET) IN THE VILLAGE OF RADISSON,
 AF9983'GO SOUTH ON STATE HIGHWAY 40 FOR 3.2 MILES TO LITKE ROAD LEFT, TURN
 AF9983'LEFT AND GO EAST THEN SOUTH ON LITKE ROAD FOR 0.5 MILE TO SENESAC ROAD
 AF9983'AHEAD AND TOWNSHIP LINE ROAD LEFT,
 AF9983'TURN LEFT AND GO EAST ON TOWNSHIP LINE ROAD FOR 0.43 MILE TO THE
 AF9983'STATION ON THE RIGHT.
 AF9983'THE STATION IS 9.7 M SOUTH OF THE CENTERLINE OF TOWNSHIP LINE ROAD,
 AF9983'0.13 MILE WEST OF SWEDE ROAD NORTH AND REPPERT ROAD SOUTH, 0.5 M NORTH
 AF9983'OF A CULTIVATED FIELD, AND 1.0 M EAST AND 1.0 M WEST OF TWO ORANGE 4X4
 AF9983'PLASTIC GUARD POSTS.  ---NOTE--- THIS STATION HAS NO VISIBLE
 AF9983'OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AF9983
 AF9983                          STATION RECOVERY (2010)
 AF9983
 AF9983'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9983'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0119 ***********************************************************************
 OM0119  DESIGNATION -  156
 OM0119  PID         -  OM0119
 OM0119  STATE/COUNTY-  WI/MILWAUKEE
 OM0119  COUNTRY     -  US
 OM0119  USGS QUAD   -  WAUWATOSA (2018)
 OM0119
 OM0119                         *CURRENT SURVEY CONTROL
 OM0119  ______________________________________________________________________
 OM0119* NAD 83(1986) POSITION- 43 05 22.1    (N) 088 01 46.0    (W)   HD_HELD2
 OM0119* NAVD 88 ORTHO HEIGHT -   226.832 (meters)      744.20  (feet) ADJUSTED
 OM0119  ______________________________________________________________________
 OM0119  GEOID HEIGHT    -        -35.034 (meters)                     GEOID18
 OM0119  DYNAMIC HEIGHT  -        226.773 (meters)      744.00  (feet) COMP
 OM0119  MODELED GRAVITY -    980,354.5   (mgal)                       NAVD 88
 OM0119
 OM0119  VERT ORDER      -  SECOND    CLASS 0
 OM0119
 OM0119.The horizontal coordinates were established by autonomous hand held GPS
 OM0119.observations and have an estimated accuracy of +/- 10 meters.
 OM0119
 OM0119.The orthometric height was determined by differential leveling and
 OM0119.adjusted by the NATIONAL GEODETIC SURVEY
 OM0119.in June 1991.
 OM0119
 OM0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0119.GEOID18 height accuracy estimate available here.
 OM0119
 OM0119.Click photographs - Photos may exist for this station.
 OM0119
 OM0119.The dynamic height is computed by dividing the NAVD 88
 OM0119.geopotential number by the normal gravity value computed on the
 OM0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0119.degrees latitude (g = 980.6199 gals.).
 OM0119
 OM0119.The modeled gravity was interpolated from observed gravity values.
 OM0119
 OM0119;                    North         East    Units  Estimated Accuracy
 OM0119;SPC WI S     -   122,925.      760,424.      MT  (+/- 10 meters HH2 GPS)
 OM0119
 OM0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1621371264(NAD 83)
 OM0119
 OM0119                          SUPERSEDED SURVEY CONTROL
 OM0119
 OM0119  NGVD 29 (??/??/92)  226.916  (m)          744.47   (f) ADJ UNCH    2 0
 OM0119
 OM0119.Superseded values are not recommended for survey control.
 OM0119
 OM0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0119.See file dsdata.pdf to determine how the superseded data were derived.
 OM0119
 OM0119_MARKER: DD = SURVEY DISK
 OM0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0119+STABILITY: SURFACE MOTION
 OM0119
 OM0119  HISTORY     - Date     Condition        Report By
 OM0119  HISTORY     - UNK      MONUMENTED       WI3100
 OM0119  HISTORY     - 1966     GOOD             CGS
 OM0119  HISTORY     - 1990     GOOD             USPSQD
 OM0119  HISTORY     - 20000226 MARK NOT FOUND   USPSQD
 OM0119  HISTORY     - 20010723 MARK NOT FOUND   USPSQD
 OM0119
 OM0119                          STATION DESCRIPTION
 OM0119
 OM0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OM0119'AT MILWAUKEE.
 OM0119'LOCATED AT NORTH 92 STREET AND WEST CAPITAL DRIVE, 85.6 FEET
 OM0119'SOUTH OF THE CENTER-LINE OF WEST CAPITAL DRIVE, 414 FEET WEST
 OM0119'OF THE EAST CURB IN THE CENTER PLOT OF NORTH 92 STREET.  SET
 OM0119'IN THE TOP OF A CONCRETE POST.
 OM0119
 OM0119                          STATION RECOVERY (1990)
 OM0119
 OM0119'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 OM0119'RECOVERED IN GOOD CONDITION.
 OM0119
 OM0119                          STATION RECOVERY (2000)
 OM0119
 OM0119'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM0119'MARK NOT FOUND.
 OM0119
 OM0119                          STATION RECOVERY (2001)
 OM0119
 OM0119'RECOVERY NOTE BY US POWER SQUADRON 2001
 OM0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9929 ***********************************************************************
 AF9929  DESIGNATION -  156 COUDERAY GPS
 AF9929  PID         -  AF9929
 AF9929  STATE/COUNTY-  WI/SAWYER
 AF9929  COUNTRY     -  US
 AF9929  USGS QUAD   -  COUDERAY (2018)
 AF9929
 AF9929                         *CURRENT SURVEY CONTROL
 AF9929  ______________________________________________________________________
 AF9929* NAD 83(2011) POSITION- 45 47 41.03828(N) 091 18 37.98967(W)   ADJUSTED
 AF9929* NAD 83(2011) ELLIP HT-   355.536 (meters)        (06/27/12)   ADJUSTED
 AF9929* NAD 83(2011) EPOCH   -  2010.00
 AF9929* NAVD 88 ORTHO HEIGHT -   385.412 (meters)     1264.47  (feet) ADJUSTED
 AF9929  ______________________________________________________________________
 AF9929  GEOID HEIGHT    -        -29.875 (meters)                     GEOID18
 AF9929  NAD 83(2011) X  -   -101,891.267 (meters)                     COMP
 AF9929  NAD 83(2011) Y  - -4,453,786.173 (meters)                     COMP
 AF9929  NAD 83(2011) Z  -  4,549,624.200 (meters)                     COMP
 AF9929  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 AF9929  DYNAMIC HEIGHT  -        385.395 (meters)     1264.42  (feet) COMP
 AF9929  MODELED GRAVITY -    980,560.1   (mgal)                       NAVD 88
 AF9929
 AF9929  VERT ORDER      -  SECOND    CLASS I
 AF9929
 AF9929  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9929  Standards:
 AF9929         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9929            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9929  -------------------------------------------------------------------
 AF9929  NETWORK    0.30   0.78           0.14   0.10   0.40      0.02914101
 AF9929  -------------------------------------------------------------------
 AF9929  Click here for local accuracies and other accuracy information.
 AF9929
 AF9929.The horizontal coordinates were established by GPS observations
 AF9929.and adjusted by the National Geodetic Survey in June 2012.
 AF9929
 AF9929.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9929.been affixed to the stable North American tectonic plate. See 
 AF9929.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9929
 AF9929.The horizontal coordinates are valid at the epoch date displayed above
 AF9929.which is a decimal equivalence of Year/Month/Day.
 AF9929
 AF9929.The orthometric height was determined by differential leveling and
 AF9929.adjusted by the WI DEPT OF TRANSP
 AF9929.in May 2012.
 AF9929
 AF9929.No vertical observational check was made to the station.
 AF9929
 AF9929.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9929.GEOID18 height accuracy estimate available here.
 AF9929
 AF9929.Click photographs - Photos may exist for this station.
 AF9929
 AF9929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9929
 AF9929.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9929
 AF9929.The ellipsoidal height was determined by GPS observations
 AF9929.and is referenced to NAD 83.
 AF9929
 AF9929.The dynamic height is computed by dividing the NAVD 88
 AF9929.geopotential number by the normal gravity value computed on the
 AF9929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9929.degrees latitude (g = 980.6199 gals.).
 AF9929
 AF9929.The modeled gravity was interpolated from observed gravity values.
 AF9929
 AF9929. The following values were computed from the NAD 83(2011) position.
 AF9929
 AF9929;                    North         East     Units Scale Factor Converg.
 AF9929;SPC WI N     -    70,646.117   498,113.562   MT  0.99996642   -0 56 43.4
 AF9929;SPC WI N     -   231,778.14  1,634,227.58   sFT  0.99996642   -0 56 43.4
 AF9929;UTM  15      - 5,072,629.177   631,300.213   MT  0.99981195   +1 12 40.5
 AF9929
 AF9929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9929!SPC WI N     -   0.99994426  x   0.99996642  =   0.99991069
 AF9929!UTM  15      -   0.99994426  x   0.99981195  =   0.99975623
 AF9929
 AF9929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3130072629(NAD 83)
 AF9929
 AF9929                          SUPERSEDED SURVEY CONTROL
 AF9929
 AF9929  NAD 83(2007)-  45 47 41.03836(N)    091 18 37.99031(W) AD(2002.00) 0
 AF9929  ELLIP H (02/10/07)  355.570  (m)                       GP(2002.00)    
 AF9929  NAD 83(1997)-  45 47 41.03842(N)    091 18 37.99099(W) AD(       ) 1
 AF9929  ELLIP H (12/26/02)  355.585  (m)                       GP(       ) 3 2
 AF9929  NAD 83(1991)-  45 47 41.03803(N)    091 18 37.98974(W) AD(       ) 1
 AF9929  ELLIP H (04/30/98)  355.597  (m)                       GP(       ) 3 2
 AF9929  NAVD 88             385.41   (m)         1264.5    (f) LEVELING    3  
 AF9929  NAVD 88 (04/30/98)  385.4    (m)  GEOID96  model used  GPS OBS        
 AF9929
 AF9929.Superseded values are not recommended for survey control.
 AF9929
 AF9929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9929.See file dsdata.pdf to determine how the superseded data were derived.
 AF9929
 AF9929_MARKER: DD = SURVEY DISK
 AF9929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9929_STAMPING: 156 COUDERAY GPS 1995
 AF9929_MARK LOGO: WI-113
 AF9929_PROJECTION: FLUSH
 AF9929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9929+STABILITY: SURFACE MOTION
 AF9929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9929+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 AF9929
 AF9929  HISTORY     - Date     Condition        Report By
 AF9929  HISTORY     - 1995     MONUMENTED       WI-113
 AF9929  HISTORY     - 20080923 GOOD             WIDT
 AF9929  HISTORY     - 20100519 GOOD             WIDT
 AF9929
 AF9929                          STATION DESCRIPTION
 AF9929
 AF9929'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AF9929'STATION IS LOCATED ABOUT 18 MI (29.0 KM) SOUTHEAST OF HAYWARD, IN THE
 AF9929'NE1/4-NW1/4, SECTION 12, T38N, R8W.  TO REACH STATION FROM THE
 AF9929'JUNCTION OF S.T.H.  27-70 AND C.T.H.  CC, IN COUDERAY, WHICH IS 24.3
 AF9929'MI (39.1 KM) SOUTHEAST OF HAYWARD, VIA S.T.H.  27 AND S.T.H.  27-70.
 AF9929'GO WEST ON S.T.H.  27-70, 0.25 MI (0.40 KM) TO STATION.  STATION IS
 AF9929'LOCATED 305 FT (93.0 M) EAST OF CENTERLINE OF MAPES ROAD, 46 FT (14.0
 AF9929'M) SOUTH OF CENTERLINE OF S.T.H.  27-70, 22 FT (6.7 M) WEST OF
 AF9929'CENTERLINE OF DRIVEWAY SOUTH, 1.6 FT (0.5 M) SOUTH OF A CARSONITE
 AF9929'WITNESS POST AND 1.6 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 AF9929'STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AF9929'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AF9929
 AF9929                          STATION RECOVERY (2008)
 AF9929
 AF9929'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AF9929'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14.3 M SOUTH OF THE
 AF9929'CENTERLINE OF STATE HIGHWAYS 27 AND 70, 25.0 M WEST OF A 3-M HIGH
 AF9929'WHITE CROSS IN MEMORY OF MICHAEL S. VILLIARD, 18.0 M WEST-SOUTHWEST OF
 AF9929'THE SOUTH LEG OF A --HISTORICAL MARKER 1/2 MILE-- SIGN, 6.5 M WEST OF
 AF9929'THE CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M SOUTH, 1.0 M NORTHWEST,
 AF9929'AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AF9929'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER THAN 15
 AF9929'DEGREES ABOVE THE HORIZON.
 AF9929
 AF9929                          STATION RECOVERY (2010)
 AF9929
 AF9929'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9929'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9578 ***********************************************************************
 AG9578  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9578  DESIGNATION -  157 TUPPER CREEK GPS
 AG9578  PID         -  AG9578
 AG9578  STATE/COUNTY-  WI/SAWYER
 AG9578  COUNTRY     -  US
 AG9578  USGS QUAD   -  HOGSBACK CREEK (2018)
 AG9578
 AG9578                         *CURRENT SURVEY CONTROL
 AG9578  ______________________________________________________________________
 AG9578* NAD 83(2011) POSITION- 45 43 16.59357(N) 091 01 42.83163(W)   ADJUSTED
 AG9578* NAD 83(2011) ELLIP HT-   375.647 (meters)        (06/27/12)   ADJUSTED
 AG9578* NAD 83(2011) EPOCH   -  2010.00
 AG9578* NAVD 88 ORTHO HEIGHT -   405.91  (meters)     1331.7   (feet) GPS OBS
 AG9578  ______________________________________________________________________
 AG9578  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9578  GEOID HEIGHT    -        -30.249 (meters)                     GEOID12A
 AG9578  GEOID HEIGHT    -        -30.245 (meters)                     GEOID18
 AG9578  NAD 83(2011) X  -    -80,075.509 (meters)                     COMP
 AG9578  NAD 83(2011) Y  - -4,460,096.151 (meters)                     COMP
 AG9578  NAD 83(2011) Z  -  4,543,942.002 (meters)                     COMP
 AG9578  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 AG9578
 AG9578  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9578  Standards:
 AG9578         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9578            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9578  -------------------------------------------------------------------
 AG9578  NETWORK    0.41   0.92           0.18   0.15   0.47      0.02047349
 AG9578  -------------------------------------------------------------------
 AG9578  Click here for local accuracies and other accuracy information.
 AG9578
 AG9578.The horizontal coordinates were established by GPS observations
 AG9578.and adjusted by the National Geodetic Survey in June 2012.
 AG9578
 AG9578.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9578.been affixed to the stable North American tectonic plate. See 
 AG9578.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9578
 AG9578.The horizontal coordinates are valid at the epoch date displayed above
 AG9578.which is a decimal equivalence of Year/Month/Day.
 AG9578
 AG9578.The orthometric height was determined by GPS observations and a
 AG9578.high-resolution geoid model using precise GPS observation and
 AG9578.processing techniques.
 AG9578
 AG9578.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9578.GEOID18 height accuracy estimate available here.
 AG9578
 AG9578.Click photographs - Photos may exist for this station.
 AG9578
 AG9578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9578
 AG9578.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9578
 AG9578.The ellipsoidal height was determined by GPS observations
 AG9578.and is referenced to NAD 83.
 AG9578
 AG9578. The following values were computed from the NAD 83(2011) position.
 AG9578
 AG9578;                    North         East     Units Scale Factor Converg.
 AG9578;SPC WI N     -    62,159.744   519,929.095   MT  0.99997553   -0 44 31.1
 AG9578;SPC WI N     -   203,935.76  1,705,800.71   sFT  0.99997553   -0 44 31.1
 AG9578;UTM  15      - 5,064,970.146   653,416.778   MT  0.99988937   +1 24 42.2
 AG9578
 AG9578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9578!SPC WI N     -   0.99994111  x   0.99997553  =   0.99991664
 AG9578!UTM  15      -   0.99994111  x   0.99988937  =   0.99983049
 AG9578
 AG9578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5341664970(NAD 83)
 AG9578
 AG9578                          SUPERSEDED SURVEY CONTROL
 AG9578
 AG9578  NAD 83(2007)-  45 43 16.59365(N)    091 01 42.83233(W) AD(2002.00) 0
 AG9578  ELLIP H (02/10/07)  375.679  (m)                       GP(2002.00)    
 AG9578  NAD 83(1997)-  45 43 16.59371(N)    091 01 42.83294(W) AD(       ) 1
 AG9578  ELLIP H (12/26/02)  375.694  (m)                       GP(       ) 3 2
 AG9578  NAD 83(1991)-  45 43 16.59326(N)    091 01 42.83190(W) AD(       ) 1
 AG9578  ELLIP H (04/30/98)  375.713  (m)                       GP(       ) 3 2
 AG9578  NAVD 88 (04/30/98)  405.9    (m)  GEOID96  model used  GPS OBS        
 AG9578
 AG9578.Superseded values are not recommended for survey control.
 AG9578
 AG9578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9578.See file dsdata.pdf to determine how the superseded data were derived.
 AG9578
 AG9578_MARKER: DD = SURVEY DISK
 AG9578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9578_STAMPING: 157 TUPPER CREEK GPS 1995
 AG9578_MARK LOGO: WI-113
 AG9578_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9578+STABILITY: SURFACE MOTION
 AG9578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9578+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 AG9578
 AG9578  HISTORY     - Date     Condition        Report By
 AG9578  HISTORY     - 1995     MONUMENTED       WI-113
 AG9578  HISTORY     - 20080919 GOOD             WIDT
 AG9578  HISTORY     - 20100602 GOOD             WIDT
 AG9578
 AG9578                          STATION DESCRIPTION
 AG9578
 AG9578'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9578'STATION IS LOCATED ABOUT 30 MI (48.3 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9578'NW1/4, SECTION 5, T37N, R5W.  TO REACH THE STATION FROM THE JUNCTION
 AG9578'OF S.T.H.  70 AND C.T.H.  W, IN WINTER, WHICH IS 32.8 MI (52.8 KM)
 AG9578'SOUTHEAST OF HAYWARD, VIA C.T.H.  B AND C.T.H.  W.  GO SOUTHEAST ON
 AG9578'C.T.H.  W, 1.8 MI (2.9 KM) TO THE JUNCTION WITH OLD 70, TURN RIGHT AND
 AG9578'SOUTH ON OLD 70, GO 2.7 MI (4.3 KM) TO THE JUNCTION WITH OLD J, GO
 AG9578'STRAIGHT AND SOUTH ON OLD J, 4.0 MI (6.4 KM) TO STATION.  STATION IS
 AG9578'LOCATED 58 FT (17.7 M) EAST OF CENTERLINE OF OLD J, 1.5 FT (0.5 M)
 AG9578'SOUTH OF A CARSONITE WITNESS POST AND 1.5 FT (0.5 M) EAST OF A
 AG9578'CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62
 AG9578'CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG,
 AG9578'FLUSH IN GROUND.
 AG9578
 AG9578                          STATION RECOVERY (2008)
 AG9578
 AG9578'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9578'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AG9578'OF STATE HIGHWAY 70 WITH COUNTY HIGHWAY W IN THE VILLAGE OF WINTER, GO
 AG9578'SOUTH ON COUNTY HIGHWAY W FOR 1.8 MILES TO COUNTY HIGHWAY W CURVING
 AG9578'LEFT AND OLD HIGHWAY 70 RIGHT, TURN RIGHT AND GO SOUTH, THEN WEST,
 AG9578'THEN SOUTH ON OLD HIGHWAY 70 FOR 2.6 MILES TO OLD HIGHWAY 70 CURVING
 AG9578'RIGHT AND OLD J LEFT,
 AG9578'TURN LEFT AND GO SOUTH ON OLD J FOR 3.85 MILES TO PRIVATE ENTRANCE
 AG9578'--N2347-- RIGHT AND THE STATION ON THE LEFT.  THE STATION IS 17.7 M
 AG9578'EAST OF THE CENTERLINE OF OLD J, IN LINE WITH THE EXTENDED CENTERLINE
 AG9578'OF PRIVATE ENTRANCE --N2347--,  AND 1.0 M EAST, 1.0 M SOUTHWEST, AND
 AG9578'1.0 M NORTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AG9578'---NOTE--- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 AG9578'QUADRANTS EXTENDING TO 50 DEGREES AND TREES IN THE NORTH QUADRANTS
 AG9578'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 AG9578
 AG9578                          STATION RECOVERY (2010)
 AG9578
 AG9578'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9578'-NOTE-STATION SITE HAS BEEN CLEARED OF TREES OUT TO ABOUT 70 M (229.7
 AG9578'FT) OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9561 ***********************************************************************
 AG9561  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9561  DESIGNATION -  158 HAUER GPS
 AG9561  PID         -  AG9561
 AG9561  STATE/COUNTY-  WI/SAWYER
 AG9561  COUNTRY     -  US
 AG9561  USGS QUAD   -  HAUER (2018)
 AG9561
 AG9561                         *CURRENT SURVEY CONTROL
 AG9561  ______________________________________________________________________
 AG9561* NAD 83(2011) POSITION- 45 48 55.65434(N) 091 27 38.04811(W)   ADJUSTED
 AG9561* NAD 83(2011) ELLIP HT-   366.792 (meters)        (06/27/12)   ADJUSTED
 AG9561* NAD 83(2011) EPOCH   -  2010.00
 AG9561* NAVD 88 ORTHO HEIGHT -   396.41  (meters)     1300.6   (feet) GPS OBS
 AG9561  ______________________________________________________________________
 AG9561  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AG9561  GEOID HEIGHT    -        -29.645 (meters)                     GEOID12A
 AG9561  GEOID HEIGHT    -        -29.643 (meters)                     GEOID18
 AG9561  NAD 83(2011) X  -   -113,510.249 (meters)                     COMP
 AG9561  NAD 83(2011) Y  - -4,451,860.711 (meters)                     COMP
 AG9561  NAD 83(2011) Z  -  4,551,238.287 (meters)                     COMP
 AG9561  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 AG9561
 AG9561  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9561  Standards:
 AG9561         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9561            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9561  -------------------------------------------------------------------
 AG9561  NETWORK    0.44   0.90           0.20   0.15   0.46     -0.02804913
 AG9561  -------------------------------------------------------------------
 AG9561  Click here for local accuracies and other accuracy information.
 AG9561
 AG9561.The horizontal coordinates were established by GPS observations
 AG9561.and adjusted by the National Geodetic Survey in June 2012.
 AG9561
 AG9561.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9561.been affixed to the stable North American tectonic plate. See 
 AG9561.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9561
 AG9561.The horizontal coordinates are valid at the epoch date displayed above
 AG9561.which is a decimal equivalence of Year/Month/Day.
 AG9561
 AG9561.The orthometric height was determined by GPS observations and a
 AG9561.high-resolution geoid model using precise GPS observation and
 AG9561.processing techniques.
 AG9561
 AG9561.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9561.GEOID18 height accuracy estimate available here.
 AG9561
 AG9561.Click photographs - Photos may exist for this station.
 AG9561
 AG9561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9561
 AG9561.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9561
 AG9561.The ellipsoidal height was determined by GPS observations
 AG9561.and is referenced to NAD 83.
 AG9561
 AG9561. The following values were computed from the NAD 83(2011) position.
 AG9561
 AG9561;                    North         East     Units Scale Factor Converg.
 AG9561;SPC WI N     -    73,152.818   486,494.440   MT  0.99996415   -1 03 13.0
 AG9561;SPC WI N     -   240,002.20  1,596,107.18   sFT  0.99996415   -1 03 13.0
 AG9561;UTM  15      - 5,074,696.395   619,596.981   MT  0.99977585   +1 06 14.6
 AG9561
 AG9561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9561!SPC WI N     -   0.99994250  x   0.99996415  =   0.99990665
 AG9561!UTM  15      -   0.99994250  x   0.99977585  =   0.99971836
 AG9561
 AG9561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1959674696(NAD 83)
 AG9561
 AG9561                          SUPERSEDED SURVEY CONTROL
 AG9561
 AG9561  ELLIP H (04/06/12)  366.797  (m)                       GP(       ) 1 1
 AG9561  NAD 83(2007)-  45 48 55.65439(N)    091 27 38.04878(W) AD(2002.00) 0
 AG9561  ELLIP H (02/10/07)  366.827  (m)                       GP(2002.00)    
 AG9561  NAD 83(1997)-  45 48 55.65445(N)    091 27 38.04959(W) AD(       ) 1
 AG9561  ELLIP H (12/26/02)  366.799  (m)                       GP(       ) 3 2
 AG9561  NAD 83(1991)-  45 48 55.65405(N)    091 27 38.04834(W) AD(       ) 1
 AG9561  ELLIP H (04/30/98)  366.810  (m)                       GP(       ) 3 2
 AG9561  NAVD 88 (04/30/98)  396.4    (m)  GEOID96  model used  GPS OBS        
 AG9561
 AG9561.Superseded values are not recommended for survey control.
 AG9561
 AG9561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9561.See file dsdata.pdf to determine how the superseded data were derived.
 AG9561
 AG9561_MARKER: DD = SURVEY DISK
 AG9561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9561_STAMPING: 158 HAUER GPS 1995
 AG9561_MARK LOGO: WI-113
 AG9561_PROJECTION: FLUSH
 AG9561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9561+STABILITY: SURFACE MOTION
 AG9561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9561+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2013
 AG9561
 AG9561  HISTORY     - Date     Condition        Report By
 AG9561  HISTORY     - 1995     MONUMENTED       WI-113
 AG9561  HISTORY     - 20080923 GOOD             WIDT
 AG9561  HISTORY     - 20100921 GOOD             WIDT
 AG9561  HISTORY     - 20130220 GOOD             MSA
 AG9561
 AG9561                          STATION DESCRIPTION
 AG9561
 AG9561'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9561'STATION IS LOCATED ABOUT 14 MI (22.5 KM) SOUTH OF HAYWARD, IN THE
 AG9561'SE1/4-SE1/4, SECTION 34, T39N, R9W.  TO REACH THE STATION FROM THE
 AG9561'JUNCTION OF C.T.H.  E AND C.T.H.  F, WHICH IS 13.5 MI (21.7 KM) SOUTH
 AG9561'OF HAYWARD, VIA S.T.H.  27, S.T.H.  27-70 AND C.T.H.  E.  GO SOUTH ON
 AG9561'C.T.H.  F, 2.0 MI (3.2 KM) TO STATION.  STATION IS LOCATED 0.5 MI (0.8
 AG9561'KM) NORTH OF THE JUNCTION OF C.T.H.  F AND LANGHAM ROAD, 24 FT (7.3 M)
 AG9561'WEST OF CENTERLINE OF C.T.H.  F, 2.2 FT (0.7 M) SOUTH OF A CARSONITE
 AG9561'WITNESS POST AND 1.3 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 AG9561'STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9561'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
 AG9561
 AG9561                          STATION RECOVERY (2008)
 AG9561
 AG9561'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9561'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AG9561'OF STATE HIGHWAYS 27 AND 70 WITH COUNTY HIGHWAY E NORTH AND COUNTY
 AG9561'HIGHWAY F SOUTH APPROXIMATELY 3 MILES NORTHEAST OF THE COMMUNITY OF
 AG9561'STONE LAKE, GO SOUTH ON COUNTY HIGHWAY F FOR 2.0 MILES TO THE SOUTH
 AG9561'END OF ALLENDALE ROAD LEFT AND PRIVATE ENTRANCE --5381N-- RIGHT,
 AG9561'CONTINUE SOUTH ON COUNTY HIGHWAY F FOR 1.15 MILES TO THE STATION ON
 AG9561'THE RIGHT.
 AG9561'THE STATION IS LOCATED ON THE INSIDE OF A CURVE TO THE RIGHT, 8.1 M
 AG9561'WEST OF THE CENTERLINE OF COUNTY HIGHWAY F, 0.45 MILE NORTH OF LANGHAM
 AG9561'LANE, 0.29 MILE SOUTH OF PRIVATE ENTRANCE --5062N--, 22.0 M SOUTHWEST
 AG9561'OF A --CAUTION TELEPHONE CABLE UNDERGROUND-- METAL SIGN POST, 8.7 M
 AG9561'NORTH-NORTHEAST OF A --TREES PLANTED, ATV AND SNOWMOBILES PROHIBITED--
 AG9561'WOOD SIGN POST,
 AG9561'AND 1.0 M WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST OF THREE ORANGE
 AG9561'4X4 PLASTIC GUARD POSTS.
 AG9561'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER THAN 15
 AG9561'DEGREES ABOVE THE HORIZON.
 AG9561
 AG9561                          STATION RECOVERY (2010)
 AG9561
 AG9561'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AG9561'RECOVERED AS DESCRIBED.
 AG9561
 AG9561                          STATION RECOVERY (2013)
 AG9561
 AG9561'RECOVERY NOTE BY MSA PROFESSIONAL SERVICES 2013 (JEA)
 AG9561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5032 ***********************************************************************
 DN5032  DESIGNATION -  159 BRUNET RIVER GPS
 DN5032  PID         -  DN5032
 DN5032  STATE/COUNTY-  WI/SAWYER
 DN5032  COUNTRY     -  US
 DN5032  USGS QUAD   -  HOGSBACK CREEK (2018)
 DN5032
 DN5032                         *CURRENT SURVEY CONTROL
 DN5032  ______________________________________________________________________
 DN5032* NAD 83(2011) POSITION- 45 43 41.86723(N) 091 06 42.20178(W)   ADJUSTED
 DN5032* NAD 83(2011) ELLIP HT-   345.983 (meters)        (04/15/13)   ADJUSTED
 DN5032* NAD 83(2011) EPOCH   -  2010.00
 DN5032* NAVD 88 ORTHO HEIGHT -   376.182 (meters)     1234.19  (feet) ADJUSTED
 DN5032  ______________________________________________________________________
 DN5032  GEOID HEIGHT    -        -30.194 (meters)                     GEOID18
 DN5032  NAD 83(2011) X  -    -86,537.508 (meters)                     COMP
 DN5032  NAD 83(2011) Y  - -4,459,395.914 (meters)                     COMP
 DN5032  NAD 83(2011) Z  -  4,544,465.523 (meters)                     COMP
 DN5032  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DN5032  DYNAMIC HEIGHT  -        376.163 (meters)     1234.13  (feet) COMP
 DN5032  MODELED GRAVITY -    980,554.4   (mgal)                       NAVD 88
 DN5032
 DN5032  VERT ORDER      -  SECOND    CLASS I
 DN5032
 DN5032  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5032  Standards:
 DN5032         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5032            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5032  -------------------------------------------------------------------
 DN5032  NETWORK    0.55   1.10           0.25   0.19   0.56     -0.09336241
 DN5032  -------------------------------------------------------------------
 DN5032  Click here for local accuracies and other accuracy information.
 DN5032
 DN5032.The horizontal coordinates were established by GPS observations
 DN5032.and adjusted by the National Geodetic Survey in April 2013.
 DN5032
 DN5032.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5032.been affixed to the stable North American tectonic plate. See 
 DN5032.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5032
 DN5032.The horizontal coordinates are valid at the epoch date displayed above
 DN5032.which is a decimal equivalence of Year/Month/Day.
 DN5032
 DN5032.The orthometric height was determined by differential leveling and
 DN5032.adjusted by the WI DEPT OF TRANSP
 DN5032.in May 2012.
 DN5032
 DN5032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5032.GEOID18 height accuracy estimate available here.
 DN5032
 DN5032.Click photographs - Photos may exist for this station.
 DN5032
 DN5032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5032
 DN5032.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5032
 DN5032.The ellipsoidal height was determined by GPS observations
 DN5032.and is referenced to NAD 83.
 DN5032
 DN5032.The dynamic height is computed by dividing the NAVD 88
 DN5032.geopotential number by the normal gravity value computed on the
 DN5032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5032.degrees latitude (g = 980.6199 gals.).
 DN5032
 DN5032.The modeled gravity was interpolated from observed gravity values.
 DN5032
 DN5032. The following values were computed from the NAD 83(2011) position.
 DN5032
 DN5032;                    North         East     Units Scale Factor Converg.
 DN5032;SPC WI N     -    63,027.166   513,466.772   MT  0.99997459   -0 48 07.1
 DN5032;SPC WI N     -   206,781.63  1,684,598.90   sFT  0.99997459   -0 48 07.1
 DN5032;UTM  15      - 5,065,594.004   646,927.054   MT  0.99986540   +1 21 08.3
 DN5032
 DN5032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5032!SPC WI N     -   0.99994576  x   0.99997459  =   0.99992035
 DN5032!UTM  15      -   0.99994576  x   0.99986540  =   0.99981117
 DN5032
 DN5032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4692765594(NAD 83)
 DN5032
 DN5032                          SUPERSEDED SURVEY CONTROL
 DN5032
 DN5032  NAD 83(2007)-  45 43 41.86732(N)    091 06 42.20254(W) AD(2002.00) 1
 DN5032  ELLIP H (04/06/12)  346.014  (m)                       GP(2002.00) 1 1
 DN5032  NAVD 88             376.18   (m)         1234.2    (f) LEVELING    3  
 DN5032
 DN5032.Superseded values are not recommended for survey control.
 DN5032
 DN5032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5032.See file dsdata.pdf to determine how the superseded data were derived.
 DN5032
 DN5032_MARKER: DD = SURVEY DISK
 DN5032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5032_STAMPING: 159 BRUNET RIVER GPS 1995
 DN5032_MARK LOGO: WI-113
 DN5032_PROJECTION: FLUSH
 DN5032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5032+STABILITY: SURFACE MOTION
 DN5032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5032+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DN5032
 DN5032  HISTORY     - Date     Condition        Report By
 DN5032  HISTORY     - 1995     MONUMENTED       WI-113
 DN5032  HISTORY     - 20100602 GOOD             WIDT
 DN5032
 DN5032                          STATION DESCRIPTION
 DN5032
 DN5032'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5032'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DN5032'HIGHWAY D WEST AND HOGSBACK ROAD EAST APPROXIMATELY 8 MI (12.9 KM)
 DN5032'SOUTH OF THE COMMUNITY OF OJIBWA, GO NORTH ON STATE HIGHWAY 27 FOR 3.0
 DN5032'MI (4.8 KM) TO TOWN LINE ROAD (TOWNSHIP LINE ROAD) LEFT.  CONTINUE
 DN5032'NORTH ON STATE HIGHWAY 27 FOR 0.14 MI (0.2 KM) TO THE STATION ON THE
 DN5032'LEFT.
 DN5032'
 DN5032'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN5032'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN5032'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5032'THE STATION IS 14.2 M (46.6 FT) WEST OF THE CENTERLINE OF STATE
 DN5032'HIGHWAY 27, 0.81 MI (1.3 KM) SOUTH OF IRVINE DRIVE, 60.3 M (197.8 FT)
 DN5032'SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE -2593N-, 28.8 M (94.5 FT)
 DN5032'SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE -2584N-, 21.0 M
 DN5032'(68.9 FT) SOUTHEAST OF A POWER POLE AND IS 1 M (3.3 FT) FROM THREE
 DN5032'ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN5032'
 DN5032'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5032'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0440 ***********************************************************************
 OM0440  DESIGNATION -  16
 OM0440  PID         -  OM0440
 OM0440  STATE/COUNTY-  WI/DANE
 OM0440  COUNTRY     -  US
 OM0440  USGS QUAD   -  MADISON EAST (2018)
 OM0440
 OM0440                         *CURRENT SURVEY CONTROL
 OM0440  ______________________________________________________________________
 OM0440* NAD 83(1986) POSITION- 43 05 17.68   (N) 089 21 30.91   (W)   HD_HELD1
 OM0440* NAVD 88 ORTHO HEIGHT -   259.40  (+/-2cm)      851.0   (feet) VERTCON3
 OM0440  ______________________________________________________________________
 OM0440  GEOID HEIGHT    -        -34.377 (meters)                     GEOID18
 OM0440  VERT ORDER      -  ? (See Below)
 OM0440
 OM0440.The horizontal coordinates were determined by differentially corrected
 OM0440.hand held GPS observations or other comparable positioning techniques
 OM0440.and have an estimated accuracy of +/- 3 meters.
 OM0440
 OM0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0440
 OM0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0440.GEOID18 height accuracy estimate available here.
 OM0440
 OM0440.The vertical order pertains to the NGVD 29 superseded value.
 OM0440
 OM0440.Click photographs - Photos may exist for this station.
 OM0440
 OM0440;                    North         East    Units  Estimated Accuracy
 OM0440;SPC WI S     -   121,094.3     652,223.3     MT  (+/- 3 meters HH1 GPS) 
 OM0440
 OM0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0802773314(NAD 83)
 OM0440
 OM0440                          SUPERSEDED SURVEY CONTROL
 OM0440
 OM0440  NGVD 29 (??/??/92)  259.452  (m)          851.22   (f) ADJ UNCH       
 OM0440
 OM0440.Superseded values are not recommended for survey control.
 OM0440
 OM0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0440.See file dsdata.pdf to determine how the superseded data were derived.
 OM0440
 OM0440_MARKER: DD = SURVEY DISK
 OM0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0440_SP_SET: BRIDGE
 OM0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0440
 OM0440  HISTORY     - Date     Condition        Report By
 OM0440  HISTORY     - UNK      MONUMENTED       UWI
 OM0440  HISTORY     - 1934     GOOD             CGS
 OM0440  HISTORY     - 1940     GOOD             CGS
 OM0440  HISTORY     - 19950429 GOOD             USPSQD
 OM0440
 OM0440                          STATION DESCRIPTION
 OM0440
 OM0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0440'AT MADISON.
 OM0440'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD,
 OM0440'(WATERTOWN BRANCH) TO RIVER BRIDGE.  COPPER DISK SET IN THE
 OM0440'SOUTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT, 10 FEET
 OM0440'SOUTHEAST OF THE CENTER LINE OF THE TRACK, 3.5 FEET BELOW RAIL
 OM0440'LEVEL.
 OM0440
 OM0440                          STATION RECOVERY (1940)
 OM0440
 OM0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OM0440'RECOVERED IN GOOD CONDITION.
 OM0440
 OM0440                          STATION RECOVERY (1995)
 OM0440
 OM0440'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0440'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5139 ***********************************************************************
 DH5139  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5139  DESIGNATION -  16 151E
 DH5139  PID         -  DH5139
 DH5139  STATE/COUNTY-  WI/MONROE
 DH5139  COUNTRY     -  US
 DH5139  USGS QUAD   -  KENDALL WEST (2018)
 DH5139
 DH5139                         *CURRENT SURVEY CONTROL
 DH5139  ______________________________________________________________________
 DH5139* NAD 83(2011) POSITION- 43 46 52.14460(N) 090 22 56.94053(W)   ADJUSTED
 DH5139* NAD 83(2011) ELLIP HT-   314.665 (meters)        (06/27/12)   ADJUSTED
 DH5139* NAD 83(2011) EPOCH   -  2010.00
 DH5139* NAVD 88 ORTHO HEIGHT -   348.89  (meters)     1144.6   (feet) GPS OBS
 DH5139  ______________________________________________________________________
 DH5139  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5139  GEOID HEIGHT    -        -34.220 (meters)                     GEOID12A
 DH5139  GEOID HEIGHT    -        -34.223 (meters)                     GEOID18
 DH5139  NAD 83(2011) X  -    -30,791.370 (meters)                     COMP
 DH5139  NAD 83(2011) Y  - -4,612,458.842 (meters)                     COMP
 DH5139  NAD 83(2011) Z  -  4,390,785.428 (meters)                     COMP
 DH5139  LAPLACE CORR    -         -7.94  (seconds)                    DEFLEC18
 DH5139
 DH5139  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5139  Standards:
 DH5139         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5139            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5139  -------------------------------------------------------------------
 DH5139  NETWORK    0.24   0.37           0.11   0.08   0.19      0.12794449
 DH5139  -------------------------------------------------------------------
 DH5139  Click here for local accuracies and other accuracy information.
 DH5139
 DH5139.The horizontal coordinates were established by GPS observations
 DH5139.and adjusted by the National Geodetic Survey in June 2012.
 DH5139
 DH5139.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5139.been affixed to the stable North American tectonic plate. See 
 DH5139.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5139
 DH5139.The horizontal coordinates are valid at the epoch date displayed above
 DH5139.which is a decimal equivalence of Year/Month/Day.
 DH5139
 DH5139.The orthometric height was determined by GPS observations and a
 DH5139.high-resolution geoid model using precise GPS observation and
 DH5139.processing techniques.
 DH5139
 DH5139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5139.GEOID18 height accuracy estimate available here.
 DH5139
 DH5139.Click photographs - Photos may exist for this station.
 DH5139
 DH5139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5139
 DH5139.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5139
 DH5139.The ellipsoidal height was determined by GPS observations
 DH5139.and is referenced to NAD 83.
 DH5139
 DH5139. The following values were computed from the NAD 83(2011) position.
 DH5139
 DH5139;                    North         East     Units Scale Factor Converg.
 DH5139;SPC WI S     -   197,942.131   569,211.427   MT  0.99995450   -0 15 46.1
 DH5139;SPC WI S     -   649,415.14  1,867,487.82   sFT  0.99995450   -0 15 46.1
 DH5139;UTM  15      - 4,850,896.379   710,630.128   MT  1.00014571   +1 48 42.3
 DH5139
 DH5139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5139!SPC WI S     -   0.99995066  x   0.99995450  =   0.99990516
 DH5139!UTM  15      -   0.99995066  x   1.00014571  =   1.00009636
 DH5139
 DH5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1063050896(NAD 83)
 DH5139
 DH5139                          SUPERSEDED SURVEY CONTROL
 DH5139
 DH5139  NAD 83(2007)-  43 46 52.14461(N)    090 22 56.94136(W) AD(2002.00) 0
 DH5139  ELLIP H (02/10/07)  314.697  (m)                       GP(2002.00)    
 DH5139  NAD 83(1997)-  43 46 52.14457(N)    090 22 56.94183(W) AD(       ) 1
 DH5139  ELLIP H (08/01/05)  314.695  (m)                       GP(       ) 2 1
 DH5139  NAVD 88 (07/26/07)  348.88   (m)  GEOID03  model used  GPS OBS        
 DH5139
 DH5139.Superseded values are not recommended for survey control.
 DH5139
 DH5139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5139.See file dsdata.pdf to determine how the superseded data were derived.
 DH5139
 DH5139_MARKER: DD = SURVEY DISK
 DH5139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5139_STAMPING: 16-151E1997
 DH5139_MARK LOGO: WI-081
 DH5139_PROJECTION: FLUSH
 DH5139_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5139+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH5139
 DH5139  HISTORY     - Date     Condition        Report By
 DH5139  HISTORY     - 1997     MONUMENTED       WI-081
 DH5139  HISTORY     - 20030511 GOOD             WIDT
 DH5139  HISTORY     - 20100913 GOOD             WIDT
 DH5139
 DH5139                          STATION DESCRIPTION
 DH5139
 DH5139'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5139'OWNERSHIP -- TOWNSHIP OF GLENDALE.  TO REACH THE STATION FROM THE
 DH5139'JUNCTION OF STATE  HIGHWAY 71 WITH COUNTY HIGHWAY P AT THE
 DH5139'INTERSECTION OF RAILROAD STREET WITH THYER  STREET AND DERRICK STREET
 DH5139'IN THE VILLAGE OF KENDALE, GO WEST-SOUTHWEST ON COUNTY  HIGHWAY P
 DH5139'--DERRICK STREET-- FOR 0.85 MI TO NORWOOD ROAD ON THE LEFT, TURN LEFT
 DH5139'AND GO  SOUTH ON NORWOOD ROAD FOR 0.4 MI TO THE STATION ON THE LEFT.
 DH5139'THE STATION IS A BRONZE  MONROE COUNTY GEODETIC CONTROL MARK SET IN
 DH5139'THE TOP OF A 45-CM DIAMETER CONCRETE POST  AND ABOUT 2 M ABOVE THE
 DH5139'ROAD PAVEMENT. THE STATION IS 9.8M EAST OF THE CENTERLINE OF  NORWOOD
 DH5139'ROAD, 39.5 M NORTH OF POWER POLE --15-1-16 31/33-- , 28.1 M SOUTH OF
 DH5139'POWER POLE  --15-1-16 31/36, 1.2 M NORT-NORTHWEST OF A METAL GUARD
 DH5139'POST, 1.1 M SOUTH-SOUTHWEST OF A  METAL GUARD POST, AND 0.4M WEST OF A
 DH5139'GREEN METAL WITNESS POST.  ---NOTE--- THIS STATION  HAS NO VISIBLE
 DH5139'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE TH HORIZON.
 DH5139
 DH5139                          STATION RECOVERY (2010)
 DH5139
 DH5139'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5139'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 21.0 M
 DH5139'EAST-SOUTHEAST OF A --DANGEROUS INTERSECTION-- WOOD SIGN POST, 1.1 M
 DH5139'NORTH AND 1.1 M SOUTH OF TWO STEEL POSTS, AND 0.7 M EAST, 0.8 M
 DH5139'SOUTHWEST, AND 1.0 M NORTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 DH5139'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4697 ***********************************************************************
 DJ4697  DESIGNATION -  16 184W
 DJ4697  PID         -  DJ4697
 DJ4697  STATE/COUNTY-  WI/MONROE
 DJ4697  COUNTRY     -  US
 DJ4697  USGS QUAD   -  CATARACT (2018)
 DJ4697
 DJ4697                         *CURRENT SURVEY CONTROL
 DJ4697  ______________________________________________________________________
 DJ4697* NAD 83(2011) POSITION- 44 02 12.98668(N) 090 51 46.04525(W)   ADJUSTED
 DJ4697* NAD 83(2011) ELLIP HT-   251.013 (meters)        (06/27/12)   ADJUSTED
 DJ4697* NAD 83(2011) EPOCH   -  2010.00
 DJ4697* NAVD 88 ORTHO HEIGHT -   283.933 (meters)      931.54  (feet) ADJUSTED
 DJ4697  ______________________________________________________________________
 DJ4697  GEOID HEIGHT    -        -32.909 (meters)                     GEOID18
 DJ4697  NAD 83(2011) X  -    -69,158.282 (meters)                     COMP
 DJ4697  NAD 83(2011) Y  - -4,592,283.852 (meters)                     COMP
 DJ4697  NAD 83(2011) Z  -  4,411,217.767 (meters)                     COMP
 DJ4697  LAPLACE CORR    -         -8.22  (seconds)                    DEFLEC18
 DJ4697  DYNAMIC HEIGHT  -        283.882 (meters)      931.37  (feet) COMP
 DJ4697  MODELED GRAVITY -    980,431.2   (mgal)                       NAVD 88
 DJ4697
 DJ4697  VERT ORDER      -  SECOND    CLASS I
 DJ4697
 DJ4697  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4697  Standards:
 DJ4697         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4697            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4697  -------------------------------------------------------------------
 DJ4697  NETWORK    0.36   0.37           0.16   0.13   0.19     -0.02329945
 DJ4697  -------------------------------------------------------------------
 DJ4697  Click here for local accuracies and other accuracy information.
 DJ4697
 DJ4697.The horizontal coordinates were established by GPS observations
 DJ4697.and adjusted by the National Geodetic Survey in June 2012.
 DJ4697
 DJ4697.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4697.been affixed to the stable North American tectonic plate. See 
 DJ4697.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4697
 DJ4697.The horizontal coordinates are valid at the epoch date displayed above
 DJ4697.which is a decimal equivalence of Year/Month/Day.
 DJ4697
 DJ4697.The orthometric height was determined by differential leveling and
 DJ4697.adjusted by the WI DEPT OF TRANSP
 DJ4697.in May 2012.
 DJ4697
 DJ4697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4697.GEOID18 height accuracy estimate available here.
 DJ4697
 DJ4697.Click photographs - Photos may exist for this station.
 DJ4697
 DJ4697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4697
 DJ4697.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4697
 DJ4697.The ellipsoidal height was determined by GPS observations
 DJ4697.and is referenced to NAD 83.
 DJ4697
 DJ4697.The dynamic height is computed by dividing the NAVD 88
 DJ4697.geopotential number by the normal gravity value computed on the
 DJ4697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4697.degrees latitude (g = 980.6199 gals.).
 DJ4697
 DJ4697.The modeled gravity was interpolated from observed gravity values.
 DJ4697
 DJ4697. The following values were computed from the NAD 83(2011) position.
 DJ4697
 DJ4697;                    North         East     Units Scale Factor Converg.
 DJ4697;SPC WI S     -   226,649.405   530,843.463   MT  0.99999410   -0 35 34.2
 DJ4697;SPC WI S     -   743,598.92  1,741,608.93   sFT  0.99999410   -0 35 34.2
 DJ4697;UTM  15      - 4,878,196.399   671,243.932   MT  0.99996067   +1 29 09.5
 DJ4697
 DJ4697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4697!SPC WI S     -   0.99996064  x   0.99999410  =   0.99995474
 DJ4697!UTM  15      -   0.99996064  x   0.99996067  =   0.99992131
 DJ4697
 DJ4697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7124378196(NAD 83)
 DJ4697
 DJ4697                          SUPERSEDED SURVEY CONTROL
 DJ4697
 DJ4697  NAD 83(2007)-  44 02 12.98671(N)    090 51 46.04610(W) AD(2002.00) 1
 DJ4697  ELLIP H (07/29/08)  251.044  (m)                       GP(2002.00) 3 1
 DJ4697  NAVD 88             283.92   (m)          931.5    (f) LEVELING    3  
 DJ4697  NAVD 88 (07/08/08)  283.922  (m)          931.50   (f) SUPERSEDED  2 1
 DJ4697
 DJ4697.Superseded values are not recommended for survey control.
 DJ4697
 DJ4697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4697.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4697
 DJ4697_MARKER: DD = SURVEY DISK
 DJ4697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4697_STAMPING: 16-184W 1997
 DJ4697_MARK LOGO: WI-081
 DJ4697_PROJECTION: FLUSH
 DJ4697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4697+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DJ4697
 DJ4697  HISTORY     - Date     Condition        Report By
 DJ4697  HISTORY     - 1997     MONUMENTED       WI-081
 DJ4697  HISTORY     - 20061003 GOOD             WIDT
 DJ4697  HISTORY     - 20100830 GOOD             WIDT
 DJ4697  HISTORY     - 20180709 GOOD             WIDT
 DJ4697
 DJ4697                          STATION DESCRIPTION
 DJ4697
 DJ4697'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4697'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND STATE
 DJ4697'HIGHWAY 71 EAST WITH STATE HIGHWAY 71 WEST ABOUT 8 MI (12.9 KM)
 DJ4697'NORTH-NORTHWEST OF THE CITY OF SPARTA, GO SOUTH ON STATE HIGHWAY 27
 DJ4697'AND STATE HIGHWAY 71 EAST FOR 0.75 MI (1.2 KM) TO DALLAS AVENUE,
 DJ4697'CONTINUE SOUTH ON STATE HIGHWAY 27 AND STATE HIGHWAY 71 EAST FOR 0.9
 DJ4697'MI (1.4 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4697'MONROE COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM
 DJ4697'(14 INCH) CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ON A HILLSIDE
 DJ4697'ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 35.7 M
 DJ4697'(117.1 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 27 AND STATE
 DJ4697'HIGHWAY 71, 39 M (128.0 FT) NORTHWEST OF THE NORTHWEST WING WALL OF A
 DJ4697'BRIDGE, 12.7 M (41.7 FT) WEST OF A BARBED WIRE FENCE, 5.4 M (17.7 FT)
 DJ4697'WEST OF A METAL RIGHT-OF-WAY POST, 1.8 M (5.9 FT) SOUTHEAST OF A METAL
 DJ4697'RIGHT-OF-WAY POST, AND 0.6 M (2.0 FT) EAST OF A GREEN METAL WITNESS
 DJ4697'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4697'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.  ---NOTE2---DURING DRY
 DJ4697'CONDITIONS, THE STATION CAN BE ACCESSED USING A FIELD ENTRANCE LOCATED
 DJ4697'ABOUT 100 M (328.1 FT) NORTH OF THE STATION AND DRIVING ALONG THE
 DJ4697'RIGHT-OF-WAY DITCH LINE TO THE BARBED WIRE FENCE AND THE STATION ON
 DJ4697'THE RIGHT.
 DJ4697
 DJ4697                          STATION RECOVERY (2010)
 DJ4697
 DJ4697'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4697'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 2.0 M SOUTHEAST OF
 DJ4697'A YELLOW 4X4 PLASTIC RIGHT-OF-WAY POST AND 0.6 M EAST OF A STEEL POST.
 DJ4697'
 DJ4697
 DJ4697                          STATION RECOVERY (2018)
 DJ4697
 DJ4697'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DJ4697'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5224 ***********************************************************************
 DK5224  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5224  DESIGNATION -  16 BURNSIDE N GPS
 DK5224  PID         -  DK5224
 DK5224  STATE/COUNTY-  WI/TREMPEALEAU
 DK5224  COUNTRY     -  US
 DK5224  USGS QUAD   -  ELK CREEK (2018)
 DK5224
 DK5224                         *CURRENT SURVEY CONTROL
 DK5224  ______________________________________________________________________
 DK5224* NAD 83(2011) POSITION- 44 25 17.83920(N) 091 27 13.41558(W)   ADJUSTED
 DK5224* NAD 83(2011) ELLIP HT-   224.268 (meters)        (06/27/12)   ADJUSTED
 DK5224* NAD 83(2011) EPOCH   -  2010.00
 DK5224* NAVD 88 ORTHO HEIGHT -   255.31  (meters)      837.6   (feet) GPS OBS
 DK5224  ______________________________________________________________________
 DK5224  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5224  GEOID HEIGHT    -        -31.044 (meters)                     GEOID12A
 DK5224  GEOID HEIGHT    -        -31.036 (meters)                     GEOID18
 DK5224  NAD 83(2011) X  -   -115,760.657 (meters)                     COMP
 DK5224  NAD 83(2011) Y  - -4,561,500.070 (meters)                     COMP
 DK5224  NAD 83(2011) Z  -  4,441,828.962 (meters)                     COMP
 DK5224  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 DK5224
 DK5224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5224  Standards:
 DK5224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5224  -------------------------------------------------------------------
 DK5224  NETWORK    0.36   0.35           0.15   0.14   0.18      0.18805146
 DK5224  -------------------------------------------------------------------
 DK5224  Click here for local accuracies and other accuracy information.
 DK5224
 DK5224.The horizontal coordinates were established by GPS observations
 DK5224.and adjusted by the National Geodetic Survey in June 2012.
 DK5224
 DK5224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5224.been affixed to the stable North American tectonic plate. See 
 DK5224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5224
 DK5224.The horizontal coordinates are valid at the epoch date displayed above
 DK5224.which is a decimal equivalence of Year/Month/Day.
 DK5224
 DK5224.The orthometric height was determined by GPS observations and a
 DK5224.high-resolution geoid model using precise GPS observation and
 DK5224.processing techniques.
 DK5224
 DK5224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5224.GEOID18 height accuracy estimate available here.
 DK5224
 DK5224.Click photographs - Photos may exist for this station.
 DK5224
 DK5224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5224
 DK5224.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5224
 DK5224.The ellipsoidal height was determined by GPS observations
 DK5224.and is referenced to NAD 83.
 DK5224
 DK5224. The following values were computed from the NAD 83(2011) position.
 DK5224
 DK5224;                    North         East     Units Scale Factor Converg.
 DK5224;SPC WI C     -    66,405.679   484,240.413   MT  0.99997198   -1 01 32.6
 DK5224;SPC WI C     -   217,865.97  1,588,712.09   sFT  0.99997198   -1 01 32.6
 DK5224;UTM  15      - 4,919,865.901   623,090.153   MT  0.99978633   +1 04 56.7
 DK5224
 DK5224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5224!SPC WI C     -   0.99996484  x   0.99997198  =   0.99993682
 DK5224!UTM  15      -   0.99996484  x   0.99978633  =   0.99975117
 DK5224
 DK5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2309019865(NAD 83)
 DK5224
 DK5224                          SUPERSEDED SURVEY CONTROL
 DK5224
 DK5224  NAD 83(2007)-  44 25 17.83934(N)    091 27 13.41639(W) AD(2002.00) 1
 DK5224  ELLIP H (07/29/08)  224.298  (m)                       GP(2002.00) 3 1
 DK5224  NAVD 88 (07/29/08)  255.29   (m)  GEOID03  model used  GPS OBS        
 DK5224
 DK5224.Superseded values are not recommended for survey control.
 DK5224
 DK5224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5224.See file dsdata.pdf to determine how the superseded data were derived.
 DK5224
 DK5224_MARKER: DD = SURVEY DISK
 DK5224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5224_STAMPING: 16 BURNSIDE N GPS 1995
 DK5224_MARK LOGO: WI-121
 DK5224_PROJECTION: FLUSH
 DK5224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5224+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2011
 DK5224
 DK5224  HISTORY     - Date     Condition        Report By
 DK5224  HISTORY     - 1995     MONUMENTED       WI-121
 DK5224  HISTORY     - 20061108 GOOD             WIDT
 DK5224  HISTORY     - 20111005 GOOD             WIDT
 DK5224
 DK5224                          STATION DESCRIPTION
 DK5224
 DK5224'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5224'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH STATE
 DK5224'HIGHWAY 121 ABOUT 3 MI (4.8 KM) NORTH OF THE CITY OF INDEPENDENCE, GO
 DK5224'WEST ON STATE HIGHWAY 121 FOR 1.5 MI (2.4 KM) TO COUNTY HIGHWAY BB ON
 DK5224'THE RIGHT, TURN RIGHT AND GO NORTHERLY ON COUNTY HIGHWAY BB FOR 0.9 MI
 DK5224'(1.4 KM) TO BODANG LANE ON THE LEFT, CONTINUE NORTH ON COUNTY HIGHWAY
 DK5224'BB FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DK5224'BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP
 DK5224'OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5224'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DK5224'7.9 M (25.9 FT) NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY BB, 25.0
 DK5224'M (82.0 FT) NORTHEAST OF A WOOD POST FOR A --REDUCED SPEED AHEAD 45
 DK5224'MPH-- SIGN, 8.5 M (27.9 FT) NORTH OF A BARBED WIRE FENCE, AND 1.0 M
 DK5224'(3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DK5224'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5224'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE
 DK5224'TO THE WEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DK5224
 DK5224                          STATION RECOVERY (2011)
 DK5224
 DK5224'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0396 ***********************************************************************
 ON0396  DESIGNATION -  16 GHC
 ON0396  PID         -  ON0396
 ON0396  STATE/COUNTY-  WI/CRAWFORD
 ON0396  COUNTRY     -  US
 ON0396  USGS QUAD   -  FERRYVILLE (2018)
 ON0396
 ON0396                         *CURRENT SURVEY CONTROL
 ON0396  ______________________________________________________________________
 ON0396* NAD 83(1986) POSITION- 43 19 14.2    (N) 091 03 42.2    (W)   HD_HELD2
 ON0396* NAVD 88 ORTHO HEIGHT -   192.638 (meters)      632.01  (feet) ADJUSTED
 ON0396  ______________________________________________________________________
 ON0396  GEOID HEIGHT    -        -32.118 (meters)                     GEOID18
 ON0396  DYNAMIC HEIGHT  -        192.592 (meters)      631.86  (feet) COMP
 ON0396  MODELED GRAVITY -    980,376.6   (mgal)                       NAVD 88
 ON0396
 ON0396  VERT ORDER      -  SECOND    CLASS I
 ON0396
 ON0396.The horizontal coordinates were established by autonomous hand held GPS
 ON0396.observations and have an estimated accuracy of +/- 10 meters.
 ON0396
 ON0396.The orthometric height was determined by differential leveling and
 ON0396.adjusted by the WI DEPT OF TRANSP
 ON0396.in May 2012.
 ON0396
 ON0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0396.GEOID18 height accuracy estimate available here.
 ON0396
 ON0396.Click photographs - Photos may exist for this station.
 ON0396
 ON0396.The dynamic height is computed by dividing the NAVD 88
 ON0396.geopotential number by the normal gravity value computed on the
 ON0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0396.degrees latitude (g = 980.6199 gals.).
 ON0396
 ON0396.The modeled gravity was interpolated from observed gravity values.
 ON0396
 ON0396;                    North         East    Units  Estimated Accuracy
 ON0396;SPC WI S     -   147,255.      513,886.      MT  (+/- 10 meters HH2 GPS)
 ON0396
 ON0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5716398243(NAD 83)
 ON0396
 ON0396                          SUPERSEDED SURVEY CONTROL
 ON0396
 ON0396  NAVD 88 (04/20/07)  192.638  (m)          632.01   (f) SUPERSEDED  2 1
 ON0396  NAVD 88 (06/15/91)  192.633  (m)          632.00   (f) SUPERSEDED  1 1
 ON0396  NGVD 29 (??/??/92)  192.681  (m)          632.15   (f) ADJ UNCH    1 1
 ON0396
 ON0396.Superseded values are not recommended for survey control.
 ON0396
 ON0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0396.See file dsdata.pdf to determine how the superseded data were derived.
 ON0396
 ON0396_MARKER: DD = SURVEY DISK
 ON0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0396_STAMPING: 16 GHC 1965 632
 ON0396_MARK LOGO: USGS
 ON0396_PROJECTION: FLUSH
 ON0396_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0396+STABILITY: SURFACE MOTION
 ON0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0396+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 ON0396
 ON0396  HISTORY     - Date     Condition        Report By
 ON0396  HISTORY     - 1965     MONUMENTED       USGS
 ON0396  HISTORY     - 1970     GOOD             NGS
 ON0396  HISTORY     - 20030412 GOOD             WIDT
 ON0396  HISTORY     - 20071106 GOOD             WIDT
 ON0396
 ON0396                          STATION DESCRIPTION
 ON0396
 ON0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0396'2.7 MI SE FROM FERRYVILLE.
 ON0396'ABOUT 2.7 MILES SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0396'FROM THE STATION AT FERRYVILLE, 225 FEET NORTHEAST AND ACROSS
 ON0396'A SLOUGH FROM THE NORTHEAST RAIL OF THE NORTHEAST TRACK, AT THE
 ON0396'NORTHWEST END OF A PICNIC AREA, 77.0 FEET NORTHEAST OF THE
 ON0396'CENTER LINE OF STATE HIGHWAY 35, 261 FEET NORTHWEST OF THE
 ON0396'CENTER LINE OF STATE HIGHWAY 171, 2.8 FEET EAST OF A 15-INCH
 ON0396'COTTONWOOD TREE, 1.3 FEET NORTHWEST OF A METAL WITNESS POST,
 ON0396'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 ON0396'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.  SECTION 27,
 ON0396'T 10 N, R 6 W.
 ON0396
 ON0396                          STATION RECOVERY (2003)
 ON0396
 ON0396'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 ON0396'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 ON0396'LOCATED AT THE JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 171
 ON0396'ABOUT 3 MI (4.83 KM) SOUTH OF FERRYVILLE.   THE STATION IS A BRONZE US
 ON0396'GEOLOGICAL SURVEY DISK SET AT THE NORTHEAST CORNER OF A PAVED PARKING
 ON0396'AREA ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 41.5 M
 ON0396'(136.2 FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 35, 112 M
 ON0396'(367.5 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 171, 17.8 M (58.4
 ON0396'FT) NORTH OF THE NORTHEAST CORNER OF A PAVED PARKING AREA, 1 M (3.3
 ON0396'FT) EAST OF EASTERNMOST OF TWO COTTON WOOD TREES AND 0.4 M (1.3 FT)
 ON0396'NORTH OF A STEEL WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE
 ON0396'FOR GPS OBSERVATIONS DUE TO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 ON0396'60 DEGREES ABOVE THE HORIZON.
 ON0396
 ON0396                          STATION RECOVERY (2007)
 ON0396
 ON0396'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 ON0396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7181 ***********************************************************************
 DN7181  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7181  DESIGNATION -  161 LOST LAND LAKE GPS
 DN7181  PID         -  DN7181
 DN7181  STATE/COUNTY-  WI/SAWYER
 DN7181  COUNTRY     -  US
 DN7181  USGS QUAD   -  MOOSE LAKE (2018)
 DN7181
 DN7181                         *CURRENT SURVEY CONTROL
 DN7181  ______________________________________________________________________
 DN7181* NAD 83(2011) POSITION- 46 06 45.97653(N) 091 06 58.01312(W)   ADJUSTED
 DN7181* NAD 83(2011) ELLIP HT-   404.000 (meters)        (04/15/13)   ADJUSTED
 DN7181* NAD 83(2011) EPOCH   -  2010.00
 DN7181* NAVD 88 ORTHO HEIGHT -   433.64  (meters)     1422.7   (feet) GPS OBS
 DN7181  ______________________________________________________________________
 DN7181  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7181  GEOID HEIGHT    -        -29.634 (meters)                     GEOID12A
 DN7181  GEOID HEIGHT    -        -29.631 (meters)                     GEOID18
 DN7181  NAD 83(2011) X  -    -86,282.117 (meters)                     COMP
 DN7181  NAD 83(2011) Y  - -4,428,734.424 (meters)                     COMP
 DN7181  NAD 83(2011) Z  -  4,574,237.229 (meters)                     COMP
 DN7181  LAPLACE CORR    -         -8.40  (seconds)                    DEFLEC18
 DN7181
 DN7181  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7181  Standards:
 DN7181         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7181            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7181  -------------------------------------------------------------------
 DN7181  NETWORK    0.60   1.18           0.27   0.21   0.60      0.12453704
 DN7181  -------------------------------------------------------------------
 DN7181  Click here for local accuracies and other accuracy information.
 DN7181
 DN7181.The horizontal coordinates were established by GPS observations
 DN7181.and adjusted by the National Geodetic Survey in April 2013.
 DN7181
 DN7181.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7181.been affixed to the stable North American tectonic plate. See 
 DN7181.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7181
 DN7181.The horizontal coordinates are valid at the epoch date displayed above
 DN7181.which is a decimal equivalence of Year/Month/Day.
 DN7181
 DN7181.The orthometric height was determined by GPS observations and a
 DN7181.high-resolution geoid model using precise GPS observation and
 DN7181.processing techniques.
 DN7181
 DN7181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7181.GEOID18 height accuracy estimate available here.
 DN7181
 DN7181.Click photographs - Photos may exist for this station.
 DN7181
 DN7181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7181
 DN7181.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7181
 DN7181.The ellipsoidal height was determined by GPS observations
 DN7181.and is referenced to NAD 83.
 DN7181
 DN7181. The following values were computed from the NAD 83(2011) position.
 DN7181
 DN7181;                    North         East     Units Scale Factor Converg.
 DN7181;SPC WI N     -   105,760.166   513,725.397   MT  0.99994580   -0 48 18.5
 DN7181;SPC WI N     -   346,981.48  1,685,447.41   sFT  0.99994580   -0 48 18.5
 DN7181;UTM  15      - 5,108,302.425   645,575.977   MT  0.99986052   +1 21 28.7
 DN7181
 DN7181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7181!SPC WI N     -   0.99993667  x   0.99994580  =   0.99988247
 DN7181!UTM  15      -   0.99993667  x   0.99986052  =   0.99979720
 DN7181
 DN7181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4557508302(NAD 83)
 DN7181
 DN7181                          SUPERSEDED SURVEY CONTROL
 DN7181
 DN7181  NAD 83(2007)-  46 06 45.97665(N)    091 06 58.01380(W) AD(2002.00) 1
 DN7181  ELLIP H (04/06/12)  404.026  (m)                       GP(2002.00) 1 1
 DN7181
 DN7181.Superseded values are not recommended for survey control.
 DN7181
 DN7181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7181.See file dsdata.pdf to determine how the superseded data were derived.
 DN7181
 DN7181_MARKER: DD = SURVEY DISK
 DN7181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7181_STAMPING: 161 LOST LAND LAKE GPS 1996
 DN7181_MARK LOGO: WI-113
 DN7181_PROJECTION: FLUSH
 DN7181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN7181+STABILITY: SURFACE MOTION
 DN7181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7181+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 DN7181
 DN7181  HISTORY     - Date     Condition        Report By
 DN7181  HISTORY     - 1996     MONUMENTED       WI-113
 DN7181  HISTORY     - 20100512 GOOD             WIDT
 DN7181
 DN7181                          STATION DESCRIPTION
 DN7181
 DN7181'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7181'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN7181'HIGHWAY A SOUTH AND UPPER A ROAD NORTH APPROXIMATELY 16 MI (25.7 KM)
 DN7181'EAST OF THE CITY OF HAYWARD, GO NORTH ON UPPER A ROAD FOR 3.3 MI (5.3
 DN7181'KM) TO HAHNS ROAD AHEAD AND UPPER A ROAD TURNING RIGHT.  TURN RIGHT
 DN7181'AND GO EAST ON UPPER A ROAD FOR 1.8 MI (2.9 KM) TO EMPIRE ROAD RIGHT.
 DN7181'CONTINUE NORTHEAST ON UPPER A ROAD FOR 2.0 MI (3.2 KM) TO NATIONAL
 DN7181'FOREST ROAD 206 LEFT AND TEWS ROAD CURVING RIGHT, CURVE RIGHT AND GO
 DN7181'SOUTH ON TEWS ROAD FOR 0.6 MI (1.0 KM) TO NATIONAL FOREST ROAD 622
 DN7181'LEFT.  TURN LEFT AND GO NORTHEAST ON NATIONAL FOREST ROAD 622 FOR 0.40
 DN7181'MI (0.6 KM) TO ATV TRAIL 637 LEFT.  TURN LEFT AND GO NORTH THEN WEST
 DN7181'ON ATV TRAIL 637 FOR 0.08 MI (0.1 KM) TO THE STATION AT THE ENTRANCE
 DN7181'TO A GRAVEL PIT LEFT.
 DN7181'
 DN7181'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN7181'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, 1.8 M (5.9 FT)
 DN7181'DEEP, FLUSH WITH THE GROUND AND APPROXIMATELY LEVEL WITH TRAIL
 DN7181'SURFACE.  THE STATION IS 4.7 M (15.4 FT) SOUTH OF THE CENTERLINE OF
 DN7181'ATV TRAIL 637 AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD
 DN7181'POSTS SURROUNDING THE STATION.
 DN7181'
 DN7181'-NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN7181'QUADRANTS EXTENDING TO 30 DEGREES AND TREES IN THE SOUTHEAST QUADRANTS
 DN7181'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5218 ***********************************************************************
 DN5218  DESIGNATION -  162 TRELAND GPS
 DN5218  PID         -  DN5218
 DN5218  STATE/COUNTY-  WI/SAWYER
 DN5218  COUNTRY     -  US
 DN5218  USGS QUAD   -  NEW POST (2018)
 DN5218
 DN5218                         *CURRENT SURVEY CONTROL
 DN5218  ______________________________________________________________________
 DN5218* NAD 83(2011) POSITION- 45 58 56.28383(N) 091 11 43.24772(W)   ADJUSTED
 DN5218* NAD 83(2011) ELLIP HT-   378.664 (meters)        (04/15/13)   ADJUSTED
 DN5218* NAD 83(2011) EPOCH   -  2010.00
 DN5218* NAVD 88 ORTHO HEIGHT -   408.116 (meters)     1338.96  (feet) ADJUSTED
 DN5218  ______________________________________________________________________
 DN5218  GEOID HEIGHT    -        -29.450 (meters)                     GEOID18
 DN5218  NAD 83(2011) X  -    -92,623.779 (meters)                     COMP
 DN5218  NAD 83(2011) Y  - -4,439,031.920 (meters)                     COMP
 DN5218  NAD 83(2011) Z  -  4,564,153.057 (meters)                     COMP
 DN5218  LAPLACE CORR    -         -6.34  (seconds)                    DEFLEC18
 DN5218  DYNAMIC HEIGHT  -        408.117 (meters)     1338.96  (feet) COMP
 DN5218  MODELED GRAVITY -    980,606.6   (mgal)                       NAVD 88
 DN5218
 DN5218  VERT ORDER      -  SECOND    CLASS I
 DN5218
 DN5218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5218  Standards:
 DN5218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5218  -------------------------------------------------------------------
 DN5218  NETWORK    0.56   1.06           0.26   0.18   0.54      0.04909408
 DN5218  -------------------------------------------------------------------
 DN5218  Click here for local accuracies and other accuracy information.
 DN5218
 DN5218.The horizontal coordinates were established by GPS observations
 DN5218.and adjusted by the National Geodetic Survey in April 2013.
 DN5218
 DN5218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5218.been affixed to the stable North American tectonic plate. See 
 DN5218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5218
 DN5218.The horizontal coordinates are valid at the epoch date displayed above
 DN5218.which is a decimal equivalence of Year/Month/Day.
 DN5218
 DN5218.The orthometric height was determined by differential leveling and
 DN5218.adjusted by the WI DEPT OF TRANSP
 DN5218.in May 2012.
 DN5218
 DN5218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5218.GEOID18 height accuracy estimate available here.
 DN5218
 DN5218.Click photographs - Photos may exist for this station.
 DN5218
 DN5218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5218
 DN5218.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5218
 DN5218.The ellipsoidal height was determined by GPS observations
 DN5218.and is referenced to NAD 83.
 DN5218
 DN5218.The dynamic height is computed by dividing the NAVD 88
 DN5218.geopotential number by the normal gravity value computed on the
 DN5218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5218.degrees latitude (g = 980.6199 gals.).
 DN5218
 DN5218.The modeled gravity was interpolated from observed gravity values.
 DN5218
 DN5218. The following values were computed from the NAD 83(2011) position.
 DN5218
 DN5218;                    North         East     Units Scale Factor Converg.
 DN5218;SPC WI N     -    91,349.629   507,383.066   MT  0.99995056   -0 51 44.2
 DN5218;SPC WI N     -   299,702.91  1,664,639.28   sFT  0.99995056   -0 51 44.2
 DN5218;UTM  15      - 5,093,664.342   639,782.278   MT  0.99984020   +1 17 52.7
 DN5218
 DN5218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5218!SPC WI N     -   0.99994064  x   0.99995056  =   0.99989120
 DN5218!UTM  15      -   0.99994064  x   0.99984020  =   0.99978085
 DN5218
 DN5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3978293664(NAD 83)
 DN5218
 DN5218                          SUPERSEDED SURVEY CONTROL
 DN5218
 DN5218  NAD 83(2007)-  45 58 56.28389(N)    091 11 43.24838(W) AD(2002.00) 1
 DN5218  ELLIP H (04/06/12)  378.693  (m)                       GP(2002.00) 1 1
 DN5218  NAVD 88             408.12   (m)         1339.0    (f) LEVELING    3  
 DN5218
 DN5218.Superseded values are not recommended for survey control.
 DN5218
 DN5218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5218.See file dsdata.pdf to determine how the superseded data were derived.
 DN5218
 DN5218_MARKER: DD = SURVEY DISK
 DN5218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5218_STAMPING: 162 TRELAND GPS 1996
 DN5218_MARK LOGO: WI-113
 DN5218_PROJECTION: FLUSH
 DN5218_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5218+STABILITY: SURFACE MOTION
 DN5218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5218+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DN5218
 DN5218  HISTORY     - Date     Condition        Report By
 DN5218  HISTORY     - 1996     MONUMENTED       WI-113
 DN5218  HISTORY     - 20100517 GOOD             WIDT
 DN5218
 DN5218                          STATION DESCRIPTION
 DN5218
 DN5218'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5218'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DN5218'HIGHWAY A APPROXIMATELY 13 MI (20.9 KM) EAST OF THE CITY OF HAYWARD,
 DN5218'GO EAST ON COUNTY HIGHWAY B FOR 0.4 MI (0.6 KM) TO TRELAND ROAD RIGHT.
 DN5218'CONTINUE EAST ON COUNTY HIGHWAY B FOR 0.13 MI (0.2 KM) TO THE STATION
 DN5218'ON THE LEFT.
 DN5218'
 DN5218'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN5218'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN5218'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5218'PAVEMENT.
 DN5218'
 DN5218'THE STATION IS 8.9 M (29.2 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5218'HIGHWAY B, 0.09 MI (0.1 KM) EAST OF PINES ROAD, 5.6 M (18.4 FT) EAST
 DN5218'OF A YELLOW ELECTRICAL WARNING SIGN ATTACHED TO A METAL POST AND IS 1
 DN5218'M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DN5218'STATION.
 DN5218'
 DN5218'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5218'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH AND SOUTH
 DN5218'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1433 ***********************************************************************
 RL1433  DESIGNATION -  1627.12
 RL1433  PID         -  RL1433
 RL1433  STATE/COUNTY-  WI/VILAS
 RL1433  COUNTRY     -  US
 RL1433  USGS QUAD   -  MANITOWISH LAKE (2018)
 RL1433
 RL1433                         *CURRENT SURVEY CONTROL
 RL1433  ______________________________________________________________________
 RL1433* NAD 83(1986) POSITION- 46 04 36.26   (N) 089 45 55.91   (W)   HD_HELD1
 RL1433* NAVD 88 ORTHO HEIGHT -   495.787 (meters)     1626.59  (feet) ADJUSTED
 RL1433  ______________________________________________________________________
 RL1433  GEOID HEIGHT    -        -30.958 (meters)                     GEOID18
 RL1433  DYNAMIC HEIGHT  -        495.779 (meters)     1626.57  (feet) COMP
 RL1433  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 RL1433
 RL1433  VERT ORDER      -  SECOND    CLASS I
 RL1433
 RL1433.The horizontal coordinates were determined by differentially corrected
 RL1433.hand held GPS observations or other comparable positioning techniques
 RL1433.and have an estimated accuracy of +/- 3 meters.
 RL1433
 RL1433.The orthometric height was determined by differential leveling and
 RL1433.adjusted by the NATIONAL GEODETIC SURVEY
 RL1433.in February 2017.
 RL1433
 RL1433.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1433.GEOID18 height accuracy estimate available here.
 RL1433
 RL1433.Click photographs - Photos may exist for this station.
 RL1433
 RL1433.The dynamic height is computed by dividing the NAVD 88
 RL1433.geopotential number by the normal gravity value computed on the
 RL1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1433.degrees latitude (g = 980.6199 gals.).
 RL1433
 RL1433.The modeled gravity was interpolated from observed gravity values.
 RL1433
 RL1433;                    North         East    Units  Estimated Accuracy
 RL1433;SPC WI N     -   101,175.9     618,136.7     MT  (+/- 3 meters HH1 GPS) 
 RL1433
 RL1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8615706292(NAD 83)
 RL1433
 RL1433                          SUPERSEDED SURVEY CONTROL
 RL1433
 RL1433  NAVD 88 (07/25/13)  495.809  (m)         1626.67   (f) SUPERSEDED  2 1
 RL1433  NAVD 88 (06/15/91)  495.792  (m)         1626.61   (f) SUPERSEDED  1 2
 RL1433
 RL1433.Superseded values are not recommended for survey control.
 RL1433
 RL1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1433.See file dsdata.pdf to determine how the superseded data were derived.
 RL1433
 RL1433_MARKER: DD = SURVEY DISK
 RL1433_SETTING: 80 = SET IN A BOULDER
 RL1433_STAMPING: USGS 1627.12 EL 1954
 RL1433_MARK LOGO: USGS
 RL1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1433+STABILITY: SURFACE MOTION
 RL1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1433+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2012
 RL1433
 RL1433  HISTORY     - Date     Condition        Report By
 RL1433  HISTORY     - 1954     MONUMENTED       USGS
 RL1433  HISTORY     - 1982     GOOD             NGS
 RL1433  HISTORY     - 20021128 GOOD             USPSQD
 RL1433  HISTORY     - 20040311 GOOD             USPSQD
 RL1433  HISTORY     - 20050920 GOOD             WIDT
 RL1433  HISTORY     - 20061109 GOOD             USPSQD
 RL1433  HISTORY     - 20121107 GOOD             WIDT
 RL1433
 RL1433                          STATION DESCRIPTION
 RL1433
 RL1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RL1433'22.8 KM (14.2 MI) NORTH FROM WOODRUFF.
 RL1433'22.8 KM (14.2 MI) NORTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RL1433'STATE HIGHWAY 47 IN WOODRUFF, TO THE MARK SET ACROSS FROM THE FRITZ
 RL1433'REPAIR SHOP IN A BOULDER, 16.7 METERS (55.0 FT) NORTHEAST OF
 RL1433'CENTERLINE OF THE HIGHWAY, 11.7 METERS (37.0 FT) SOUTH OF THE CENTER
 RL1433'OF OLD HIGHWAY 51, 26.8 METERS (88.0 FT) SOUTH OF THE SOUTH CORNER OF
 RL1433'THE REPAIR SHOP, AND 44.8 METERS (147.0 FT) WEST OF A TELEPHONE
 RL1433'JUNCTION BOX.
 RL1433
 RL1433                          STATION RECOVERY (2002)
 RL1433
 RL1433'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RL1433'RECOVERED IN GOOD CONDITION. DISK IS ON TOP OF THE MIDDLE OF THREE
 RL1433'LARGE BOULDERS.  A WHITE WITNESS POST STANDS NEXT TO THE BOULDER.  THE
 RL1433'STATION IS UNDER ONE LARGE TREE WHICH RESTRICTS ACCESS TO THE HORIZON
 RL1433'ABOVE 15 DEGREES.
 RL1433
 RL1433                          STATION RECOVERY (2004)
 RL1433
 RL1433'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1433'RECOVERED IN GOOD CONDITION.
 RL1433
 RL1433                          STATION RECOVERY (2005)
 RL1433
 RL1433'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1433'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 RL1433
 RL1433                          STATION RECOVERY (2006)
 RL1433
 RL1433'RECOVERY NOTE BY US POWER SQUADRON 2006
 RL1433'RECOVERED IN GOOD CONDITION.
 RL1433
 RL1433                          STATION RECOVERY (2012)
 RL1433
 RL1433'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RL1433'THE STATION IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 RL1433'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9977 ***********************************************************************
 AF9977  DESIGNATION -  163 BRANDT GPS
 AF9977  PID         -  AF9977
 AF9977  STATE/COUNTY-  WI/SAWYER
 AF9977  COUNTRY     -  US
 AF9977  USGS QUAD   -  SPIDER LAKE (2018)
 AF9977
 AF9977                         *CURRENT SURVEY CONTROL
 AF9977  ______________________________________________________________________
 AF9977* NAD 83(2011) POSITION- 46 04 35.76202(N) 091 11 41.82516(W)   ADJUSTED
 AF9977* NAD 83(2011) ELLIP HT-   407.608 (meters)        (06/27/12)   ADJUSTED
 AF9977* NAD 83(2011) EPOCH   -  2010.00
 AF9977* NAVD 88 ORTHO HEIGHT -   436.996 (meters)     1433.71  (feet) ADJUSTED
 AF9977  ______________________________________________________________________
 AF9977  GEOID HEIGHT    -        -29.383 (meters)                     GEOID18
 AF9977  NAD 83(2011) X  -    -92,436.258 (meters)                     COMP
 AF9977  NAD 83(2011) Y  - -4,431,510.275 (meters)                     COMP
 AF9977  NAD 83(2011) Z  -  4,571,451.569 (meters)                     COMP
 AF9977  LAPLACE CORR    -         -8.48  (seconds)                    DEFLEC18
 AF9977  DYNAMIC HEIGHT  -        436.994 (meters)     1433.70  (feet) COMP
 AF9977  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 AF9977
 AF9977  VERT ORDER      -  SECOND    CLASS I
 AF9977
 AF9977  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9977  Standards:
 AF9977         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9977            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9977  -------------------------------------------------------------------
 AF9977  NETWORK    0.37   0.90           0.17   0.12   0.46      0.07571807
 AF9977  -------------------------------------------------------------------
 AF9977  Click here for local accuracies and other accuracy information.
 AF9977
 AF9977.The horizontal coordinates were established by GPS observations
 AF9977.and adjusted by the National Geodetic Survey in June 2012.
 AF9977
 AF9977.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9977.been affixed to the stable North American tectonic plate. See 
 AF9977.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9977
 AF9977.The horizontal coordinates are valid at the epoch date displayed above
 AF9977.which is a decimal equivalence of Year/Month/Day.
 AF9977
 AF9977.The orthometric height was determined by differential leveling and
 AF9977.adjusted by the WI DEPT OF TRANSP
 AF9977.in May 2012.
 AF9977
 AF9977.No vertical observational check was made to the station.
 AF9977
 AF9977.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9977.GEOID18 height accuracy estimate available here.
 AF9977
 AF9977.Click photographs - Photos may exist for this station.
 AF9977
 AF9977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9977
 AF9977.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9977
 AF9977.The ellipsoidal height was determined by GPS observations
 AF9977.and is referenced to NAD 83.
 AF9977
 AF9977.The dynamic height is computed by dividing the NAVD 88
 AF9977.geopotential number by the normal gravity value computed on the
 AF9977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9977.degrees latitude (g = 980.6199 gals.).
 AF9977
 AF9977.The modeled gravity was interpolated from observed gravity values.
 AF9977
 AF9977. The following values were computed from the NAD 83(2011) position.
 AF9977
 AF9977;                    North         East     Units Scale Factor Converg.
 AF9977;SPC WI N     -   101,829.008   507,571.360   MT  0.99994661   -0 51 43.2
 AF9977;SPC WI N     -   334,084.00  1,665,257.04   sFT  0.99994661   -0 51 43.2
 AF9977;UTM  15      - 5,104,142.231   639,575.253   MT  0.99983949   +1 18 01.2
 AF9977
 AF9977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9977!SPC WI N     -   0.99993610  x   0.99994661  =   0.99988272
 AF9977!UTM  15      -   0.99993610  x   0.99983949  =   0.99977560
 AF9977
 AF9977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3957504142(NAD 83)
 AF9977
 AF9977                          SUPERSEDED SURVEY CONTROL
 AF9977
 AF9977  NAD 83(2007)-  46 04 35.76211(N)    091 11 41.82587(W) AD(2002.00) 0
 AF9977  ELLIP H (02/10/07)  407.641  (m)                       GP(2002.00)    
 AF9977  NAD 83(1997)-  46 04 35.76217(N)    091 11 41.82647(W) AD(       ) 1
 AF9977  ELLIP H (12/26/02)  407.660  (m)                       GP(       ) 3 2
 AF9977  NAD 83(1991)-  46 04 35.76193(N)    091 11 41.82561(W) AD(       ) 1
 AF9977  ELLIP H (04/30/98)  407.657  (m)                       GP(       ) 3 2
 AF9977  NAVD 88             437.00   (m)         1433.7    (f) LEVELING    3  
 AF9977  NAVD 88 (04/30/98)  437.0    (m)  GEOID96  model used  GPS OBS        
 AF9977
 AF9977.Superseded values are not recommended for survey control.
 AF9977
 AF9977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9977.See file dsdata.pdf to determine how the superseded data were derived.
 AF9977
 AF9977_MARKER: DD = SURVEY DISK
 AF9977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9977_STAMPING: 163 BRANDT GPS 1996
 AF9977_MARK LOGO: WI-113
 AF9977_PROJECTION: FLUSH
 AF9977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9977+STABILITY: SURFACE MOTION
 AF9977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9977+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2010
 AF9977
 AF9977  HISTORY     - Date     Condition        Report By
 AF9977  HISTORY     - 1996     MONUMENTED       WI-113
 AF9977  HISTORY     - 20100516 GOOD             WIDT
 AF9977
 AF9977                          STATION DESCRIPTION
 AF9977
 AF9977'DESCRIBED BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 AF9977'STATION IS LOCATED ABOUT 14 MI (22.5 KM) NORTHEAST OF HAYWARD, IN THE
 AF9977'NW1/4-SW1/4, SECTION 36, T42N, R7W.  TO REACH STATION FROM HAYWARD, AT
 AF9977'THE JUNCTION OF U.S.H.  63 AND S.T.H.  77 IN HAYWARD.  GO EAST ON
 AF9977'S.T.H.  77, 16.6 MI (26.7 KM) TO THE JUNCTION WITH UPPER A (NORTH) AND
 AF9977'C.T.H.  A (SOUTH) , TURN LEFT AND NORTH ON UPPER A, GO 0.8 MI (1.3 KM)
 AF9977'TO THE JUNCTION WITH BRANDT ROAD, TURN RIGHT AND EAST ON BRANDT ROAD,
 AF9977'GO 330 FT (100.6 M) TO STATION.  STATION IS LOCATED 22.2 FT (6.8 M)
 AF9977'SOUTH OF CENTERLINE OF BRANDT ROAD, 51.4 FT (15.7 M) SOUTH OF A
 AF9977'POWERPOLE.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET
 AF9977'IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN
 AF9977'GROUND.
 AF9977
 AF9977                          STATION RECOVERY (2010)
 AF9977
 AF9977'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9977'RECOVERED IN GOOD CONDITION.
 AF9977'
 AF9977'NOTE-MARK IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 AF9977'SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0382 ***********************************************************************
 PO0382  DESIGNATION -  164 BOLT
 PO0382  PID         -  PO0382
 PO0382  STATE/COUNTY-  WI/BUFFALO
 PO0382  COUNTRY     -  US
 PO0382  USGS QUAD   -  WINONA WEST (2019)
 PO0382
 PO0382                         *CURRENT SURVEY CONTROL
 PO0382  ______________________________________________________________________
 PO0382* NAD 83(1986) POSITION- 44 03 50.     (N) 091 38 05.     (W)   SCALED
 PO0382* NAVD 88 ORTHO HEIGHT -   197.188 (meters)      646.94  (feet) ADJUSTED
 PO0382  ______________________________________________________________________
 PO0382  GEOID HEIGHT    -        -30.682 (meters)                     GEOID18
 PO0382  DYNAMIC HEIGHT  -        197.159 (meters)      646.85  (feet) COMP
 PO0382  MODELED GRAVITY -    980,467.1   (mgal)                       NAVD 88
 PO0382
 PO0382  VERT ORDER      -  SECOND    CLASS 0
 PO0382
 PO0382.The horizontal coordinates were scaled from a map and have
 PO0382.an estimated accuracy of +/- 6 seconds.
 PO0382
 PO0382.The orthometric height was determined by differential leveling and
 PO0382.adjusted by the NATIONAL GEODETIC SURVEY
 PO0382.in June 1991.
 PO0382
 PO0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0382.GEOID18 height accuracy estimate available here.
 PO0382
 PO0382.Click photographs - Photos may exist for this station.
 PO0382
 PO0382.The dynamic height is computed by dividing the NAVD 88
 PO0382.geopotential number by the normal gravity value computed on the
 PO0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0382.degrees latitude (g = 980.6199 gals.).
 PO0382
 PO0382.The modeled gravity was interpolated from observed gravity values.
 PO0382
 PO0382;                    North         East    Units  Estimated Accuracy
 PO0382;SPC WI C     -    26,940.      469,030.      MT  (+/- 180 meters Scaled)
 PO0382
 PO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ093798(NAD 83)
 PO0382
 PO0382                          SUPERSEDED SURVEY CONTROL
 PO0382
 PO0382  NGVD 29 (??/??/92)  197.203  (m)          646.99   (f) ADJ UNCH    2 0
 PO0382
 PO0382.Superseded values are not recommended for survey control.
 PO0382
 PO0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0382.See file dsdata.pdf to determine how the superseded data were derived.
 PO0382
 PO0382_MARKER: B = BOLT
 PO0382_SP_SET: TILE BASE
 PO0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0382
 PO0382  HISTORY     - Date     Condition        Report By
 PO0382  HISTORY     - UNK      MONUMENTED       MRC
 PO0382  HISTORY     - 1970     GOOD             NGS
 PO0382  HISTORY     - 20110817 MARK NOT FOUND   MNDT
 PO0382
 PO0382                          STATION DESCRIPTION
 PO0382
 PO0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0382'0.8 MI NNE FROM WINONA.
 PO0382'ABOUT 0.75 MILE NORTH-NORTHEAST ALONG THE CHICAGO AND NORTHWESTERN
 PO0382'RAILWAY FROM THE STATION AT WINONA, MINNESOTA, 269 FEET NORTH
 PO0382'OF THE NORTH END OF THE RAILROAD BRIDGE ACROSS THE MISSISSIPPI
 PO0382'RIVER, 46 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 34 FEET
 PO0382'NORTHEAST OF THE THIRD TELEPHONE POLE FROM THE NORTH END OF THE
 PO0382'BRIDGE, AND IS A COPPER BOLT LEADED IN AN 18- X 18-INCH TILE
 PO0382'ABOUT 3 1/2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH
 PO0382'AN IRON PIPE.  SEC 1, T 18N, R 11W.
 PO0382
 PO0382                          STATION RECOVERY (2011)
 PO0382
 PO0382'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 PO0382'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5119 ***********************************************************************
 DN5119  DESIGNATION -  165 SIGNOR GPS
 DN5119  PID         -  DN5119
 DN5119  STATE/COUNTY-  WI/SAWYER
 DN5119  COUNTRY     -  US
 DN5119  USGS QUAD   -  HAUER (2018)
 DN5119
 DN5119                         *CURRENT SURVEY CONTROL
 DN5119  ______________________________________________________________________
 DN5119* NAD 83(2011) POSITION- 45 48 14.23927(N) 091 23 50.06652(W)   ADJUSTED
 DN5119* NAD 83(2011) ELLIP HT-   358.576 (meters)        (04/15/13)   ADJUSTED
 DN5119* NAD 83(2011) EPOCH   -  2010.00
 DN5119* NAVD 88 ORTHO HEIGHT -   388.324 (meters)     1274.03  (feet) ADJUSTED
 DN5119  ______________________________________________________________________
 DN5119  GEOID HEIGHT    -        -29.748 (meters)                     GEOID18
 DN5119  NAD 83(2011) X  -   -108,611.820 (meters)                     COMP
 DN5119  NAD 83(2011) Y  - -4,452,894.345 (meters)                     COMP
 DN5119  NAD 83(2011) Z  -  4,550,341.062 (meters)                     COMP
 DN5119  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 DN5119  DYNAMIC HEIGHT  -        388.306 (meters)     1273.97  (feet) COMP
 DN5119  MODELED GRAVITY -    980,558.2   (mgal)                       NAVD 88
 DN5119
 DN5119  VERT ORDER      -  SECOND    CLASS I
 DN5119
 DN5119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5119  Standards:
 DN5119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5119  -------------------------------------------------------------------
 DN5119  NETWORK    0.58   1.14           0.25   0.22   0.58     -0.07536683
 DN5119  -------------------------------------------------------------------
 DN5119  Click here for local accuracies and other accuracy information.
 DN5119
 DN5119.The horizontal coordinates were established by GPS observations
 DN5119.and adjusted by the National Geodetic Survey in April 2013.
 DN5119
 DN5119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5119.been affixed to the stable North American tectonic plate. See 
 DN5119.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5119
 DN5119.The horizontal coordinates are valid at the epoch date displayed above
 DN5119.which is a decimal equivalence of Year/Month/Day.
 DN5119
 DN5119.The orthometric height was determined by differential leveling and
 DN5119.adjusted by the WI DEPT OF TRANSP
 DN5119.in May 2012.
 DN5119
 DN5119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5119.GEOID18 height accuracy estimate available here.
 DN5119
 DN5119.Click photographs - Photos may exist for this station.
 DN5119
 DN5119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5119
 DN5119.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5119
 DN5119.The ellipsoidal height was determined by GPS observations
 DN5119.and is referenced to NAD 83.
 DN5119
 DN5119.The dynamic height is computed by dividing the NAVD 88
 DN5119.geopotential number by the normal gravity value computed on the
 DN5119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5119.degrees latitude (g = 980.6199 gals.).
 DN5119
 DN5119.The modeled gravity was interpolated from observed gravity values.
 DN5119
 DN5119. The following values were computed from the NAD 83(2011) position.
 DN5119
 DN5119;                    North         East     Units Scale Factor Converg.
 DN5119;SPC WI N     -    71,785.860   491,392.871   MT  0.99996539   -1 00 28.5
 DN5119;SPC WI N     -   235,517.44  1,612,178.11   sFT  0.99996539   -1 00 28.5
 DN5119;UTM  15      - 5,073,515.023   624,542.501   MT  0.99979069   +1 08 57.3
 DN5119
 DN5119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5119!SPC WI N     -   0.99994379  x   0.99996539  =   0.99990918
 DN5119!UTM  15      -   0.99994379  x   0.99979069  =   0.99973449
 DN5119
 DN5119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2454273515(NAD 83)
 DN5119
 DN5119                          SUPERSEDED SURVEY CONTROL
 DN5119
 DN5119  NAD 83(2007)-  45 48 14.23927(N)    091 23 50.06710(W) AD(2002.00) 1
 DN5119  ELLIP H (04/06/12)  358.605  (m)                       GP(2002.00) 1 1
 DN5119  NAVD 88             388.33   (m)         1274.0    (f) LEVELING    3  
 DN5119
 DN5119.Superseded values are not recommended for survey control.
 DN5119
 DN5119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5119.See file dsdata.pdf to determine how the superseded data were derived.
 DN5119
 DN5119_MARKER: DD = SURVEY DISK
 DN5119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5119_STAMPING: 165 SIGNOR GPS 1996
 DN5119_MARK LOGO: WI-113
 DN5119_PROJECTION: FLUSH
 DN5119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5119+STABILITY: SURFACE MOTION
 DN5119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5119+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DN5119
 DN5119  HISTORY     - Date     Condition        Report By
 DN5119  HISTORY     - 1996     MONUMENTED       WI-113
 DN5119  HISTORY     - 20100519 GOOD             WIDT
 DN5119
 DN5119                          STATION DESCRIPTION
 DN5119
 DN5119'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5119'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 70
 DN5119'WITH COUNTY HIGHWAY C SOUTH AND SMITH ROAD NORTH APPROXIMATELY 2.3 MI
 DN5119'(3.7 KM) WEST OF THE VILLAGE OF COUDERAY, GO NORTHWEST ON STATE
 DN5119'HIGHWAYS 27 AND 70 FOR 2.0 MI (3.2 KM) TO BUTLER ROAD LEFT.  TURN LEFT
 DN5119'AND GO WEST ON BUTLER ROAD FOR 0.30 MI (0.5 KM) TO THE STATION ON THE
 DN5119'RIGHT.
 DN5119'
 DN5119'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN5119'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, 1.8 M (5.9 FT)
 DN5119'DEEP, FLUSH WITH THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DN5119'PAVEMENT.
 DN5119'
 DN5119'THE STATION IS 7.6 M (24.9 FT) NORTH OF THE CENTERLINE OF BUTLER ROAD,
 DN5119'41.7 M (136.8 FT) EAST OF THE CENTERLINE OF CALVARY ROAD, 34.9 M
 DN5119'(114.5 FT) EAST OF POWER POLE -5-15/39-, 1 M (3.3 FT) NORTHWEST OF A
 DN5119'WHITE PLASTIC T-POST, 2 FT (0.6 M) SOUTH AND 2 FT (0.6 M) EAST OF TWO
 DN5119'ORANGE CARSONITE WITNESS POSTS.
 DN5119'
 DN5119'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5119'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5053 ***********************************************************************
 DN5053  DESIGNATION -  166 CHIP GPS
 DN5053  PID         -  DN5053
 DN5053  STATE/COUNTY-  WI/SAWYER
 DN5053  COUNTRY     -  US
 DN5053  USGS QUAD   -  NEW POST (2018)
 DN5053
 DN5053                         *CURRENT SURVEY CONTROL
 DN5053  ______________________________________________________________________
 DN5053* NAD 83(2011) POSITION- 45 56 39.81296(N) 091 11 51.53759(W)   ADJUSTED
 DN5053* NAD 83(2011) ELLIP HT-   372.169 (meters)        (04/15/13)   ADJUSTED
 DN5053* NAD 83(2011) EPOCH   -  2010.00
 DN5053* NAVD 88 ORTHO HEIGHT -   401.668 (meters)     1317.81  (feet) ADJUSTED
 DN5053  ______________________________________________________________________
 DN5053  GEOID HEIGHT    -        -29.500 (meters)                     GEOID18
 DN5053  NAD 83(2011) X  -    -92,865.408 (meters)                     COMP
 DN5053  NAD 83(2011) Y  - -4,442,052.305 (meters)                     COMP
 DN5053  NAD 83(2011) Z  -  4,561,219.292 (meters)                     COMP
 DN5053  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 DN5053  DYNAMIC HEIGHT  -        401.669 (meters)     1317.81  (feet) COMP
 DN5053  MODELED GRAVITY -    980,605.2   (mgal)                       NAVD 88
 DN5053
 DN5053  VERT ORDER      -  SECOND    CLASS I
 DN5053
 DN5053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5053  Standards:
 DN5053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5053  -------------------------------------------------------------------
 DN5053  NETWORK    0.49   0.96           0.23   0.15   0.49      0.06070583
 DN5053  -------------------------------------------------------------------
 DN5053  Click here for local accuracies and other accuracy information.
 DN5053
 DN5053.The horizontal coordinates were established by GPS observations
 DN5053.and adjusted by the National Geodetic Survey in April 2013.
 DN5053
 DN5053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5053.been affixed to the stable North American tectonic plate. See 
 DN5053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5053
 DN5053.The horizontal coordinates are valid at the epoch date displayed above
 DN5053.which is a decimal equivalence of Year/Month/Day.
 DN5053
 DN5053.The orthometric height was determined by differential leveling and
 DN5053.adjusted by the WI DEPT OF TRANSP
 DN5053.in May 2012.
 DN5053
 DN5053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5053.GEOID18 height accuracy estimate available here.
 DN5053
 DN5053.Click photographs - Photos may exist for this station.
 DN5053
 DN5053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5053
 DN5053.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5053
 DN5053.The ellipsoidal height was determined by GPS observations
 DN5053.and is referenced to NAD 83.
 DN5053
 DN5053.The dynamic height is computed by dividing the NAVD 88
 DN5053.geopotential number by the normal gravity value computed on the
 DN5053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5053.degrees latitude (g = 980.6199 gals.).
 DN5053
 DN5053.The modeled gravity was interpolated from observed gravity values.
 DN5053
 DN5053. The following values were computed from the NAD 83(2011) position.
 DN5053
 DN5053;                    North         East     Units Scale Factor Converg.
 DN5053;SPC WI N     -    87,139.438   507,141.131   MT  0.99995291   -0 51 50.2
 DN5053;SPC WI N     -   285,889.97  1,663,845.53   sFT  0.99995291   -0 51 50.2
 DN5053;UTM  15      - 5,089,448.495   639,699.196   MT  0.99983992   +1 17 43.8
 DN5053
 DN5053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5053!SPC WI N     -   0.99994166  x   0.99995291  =   0.99989457
 DN5053!UTM  15      -   0.99994166  x   0.99983992  =   0.99978159
 DN5053
 DN5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3969989448(NAD 83)
 DN5053
 DN5053                          SUPERSEDED SURVEY CONTROL
 DN5053
 DN5053  NAD 83(2007)-  45 56 39.81298(N)    091 11 51.53825(W) AD(2002.00) 1
 DN5053  ELLIP H (04/06/12)  372.197  (m)                       GP(2002.00) 1 1
 DN5053  NAVD 88             401.67   (m)         1317.8    (f) LEVELING    3  
 DN5053
 DN5053.Superseded values are not recommended for survey control.
 DN5053
 DN5053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5053.See file dsdata.pdf to determine how the superseded data were derived.
 DN5053
 DN5053_MARKER: DD = SURVEY DISK
 DN5053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5053_STAMPING: 166 CHIP GPS 1996
 DN5053_MARK LOGO: WI-113
 DN5053_PROJECTION: FLUSH
 DN5053_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5053+STABILITY: SURFACE MOTION
 DN5053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5053+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DN5053
 DN5053  HISTORY     - Date     Condition        Report By
 DN5053  HISTORY     - 1996     MONUMENTED       WI-113
 DN5053  HISTORY     - 20100518 GOOD             WIDT
 DN5053
 DN5053                          STATION DESCRIPTION
 DN5053
 DN5053'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5053'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DN5053'HIGHWAY CLOSING CORNER APPROXIMATELY 12 MI (19.3 KM) EAST OF THE CITY
 DN5053'OF HAYWARD, GO SOUTH ON COUNTY HIGHWAY CLOSING CORNER FOR 3.9 MI (6.3
 DN5053'KM) TO FAWN TRAIL LEFT.  CONTINUE SOUTH ON COUNTY HIGHWAY CLOSING
 DN5053'CORNER FOR 0.16 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DN5053'
 DN5053'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN5053'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN5053'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5053'PAVEMENT.
 DN5053'
 DN5053'THE STATION IS 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5053'HIGHWAY CLOSING CORNER, APPROXIMATELY 206 M (675.9 FT) NORTH OF A
 DN5053'-SNOWMOBILE CROSSING AHEAD- WOODEN SIGN POST, APPROXIMATELY 124 M
 DN5053'(406.8 FT) SOUTH OF AN -INTERSECTING ROAD AHEAD- WOODEN SIGN POST, 72
 DN5053'M (236.2 FT) NORTH OF A SNOWMOBILE TRAIL EAST, 9 M (29.5 FT) WEST OF
 DN5053'THE WATER EDGE AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD
 DN5053'POSTS SURROUNDING THE STATION.
 DN5053'
 DN5053'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5053'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0641 ***********************************************************************
 PN0641  DESIGNATION -  167
 PN0641  PID         -  PN0641
 PN0641  STATE/COUNTY-  WI/OUTAGAMIE
 PN0641  COUNTRY     -  US
 PN0641  USGS QUAD   -  WRIGHTSTOWN (2018)
 PN0641
 PN0641                         *CURRENT SURVEY CONTROL
 PN0641  ______________________________________________________________________
 PN0641* NAD 83(1986) POSITION- 44 19 11.     (N) 088 12 24.     (W)   SCALED
 PN0641* NAVD 88 ORTHO HEIGHT -   203.637 (meters)      668.10  (feet) ADJUSTED
 PN0641  ______________________________________________________________________
 PN0641  GEOID HEIGHT    -        -36.221 (meters)                     GEOID18
 PN0641  DYNAMIC HEIGHT  -        203.606 (meters)      668.00  (feet) COMP
 PN0641  MODELED GRAVITY -    980,463.0   (mgal)                       NAVD 88
 PN0641
 PN0641  VERT ORDER      -  FIRST     CLASS 0
 PN0641
 PN0641.The horizontal coordinates were scaled from a map and have
 PN0641.an estimated accuracy of +/- 6 seconds.
 PN0641
 PN0641.The orthometric height was determined by differential leveling and
 PN0641.adjusted by the NATIONAL GEODETIC SURVEY
 PN0641.in June 1991.
 PN0641
 PN0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0641.GEOID18 height accuracy estimate available here.
 PN0641
 PN0641.Click photographs - Photos may exist for this station.
 PN0641
 PN0641.The dynamic height is computed by dividing the NAVD 88
 PN0641.geopotential number by the normal gravity value computed on the
 PN0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0641.degrees latitude (g = 980.6199 gals.).
 PN0641
 PN0641.The modeled gravity was interpolated from observed gravity values.
 PN0641
 PN0641;                    North         East    Units  Estimated Accuracy
 PN0641;SPC WI C     -    55,630.      743,050.      MT  (+/- 180 meters Scaled)
 PN0641
 PN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ037080(NAD 83)
 PN0641
 PN0641                          SUPERSEDED SURVEY CONTROL
 PN0641
 PN0641.No superseded survey control is available for this station.
 PN0641
 PN0641_MARKER: I = METAL ROD
 PN0641_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0641_PROJECTION: RECESSED 3 CENTIMETERS
 PN0641_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0641+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1994
 PN0641_ROD/PIPE-DEPTH: 2.4 meters
 PN0641
 PN0641  HISTORY     - Date     Condition        Report By
 PN0641  HISTORY     - 1962     MONUMENTED       USLS
 PN0641  HISTORY     - 1974     GOOD             NOS
 PN0641  HISTORY     - 19940526 GOOD             WI-009
 PN0641  HISTORY     - 20030607 POOR             USPSQD
 PN0641  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 PN0641
 PN0641                          STATION DESCRIPTION
 PN0641
 PN0641'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0641'2.1 MI SW FROM WRIGHTSTOWN.
 PN0641'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE INTERSECTION OF
 PN0641'MAIN AND FERRY STREETS IN WRIGHTSTOWN, ON NORTHERLY SIDE OF THE
 PN0641'RIVER, 44.6 FT. SOUTH OF HIGHWAY CENTERLINE, 1.5 FT. NORTH OF U.P.
 PN0641'NO. 167, ABOUT 1/4 FT. BELOW THE GROUND SURFACE, A 5/8 INCH DIAMETER
 PN0641'COPPER COATED STEEL ROD 8 FT. LONG.
 PN0641
 PN0641                          STATION RECOVERY (1994)
 PN0641
 PN0641'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0641'SET SIGN POST BETWEEN ROD AND POWER POLE.
 PN0641
 PN0641                          STATION RECOVERY (2003)
 PN0641
 PN0641'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0641'RECOVERED IN POOR CONDITION.  ADD-- THE STATION IS ABOUT 39 FEET
 PN0641'EAST-NORTHEAST OF THE CENTER OF A FIELD ROAD, 3.3 FEET NORTH OF A
 PN0641'CULTIVATED FIELD IN LINE WITH POWER POLES, 1 FOOT SOUTHWEST OF A WHITE
 PN0641'PLASTIC WITNESS POST, 8 INCHES WEST-NORTHWEST OF A CUT-OFF POWER POLE,
 PN0641'AND PROJECTING 3 INCHES ABOVE THE GROUND.  THE ROD IS LEANING.  NOTE--
 PN0641'U.P. NO. 167 HAS BEEN CUT OFF.
 PN0641
 PN0641                          STATION RECOVERY (2004)
 PN0641
 PN0641'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0641'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9999 ***********************************************************************
 AF9999  DESIGNATION -  167 HELSING GPS
 AF9999  PID         -  AF9999
 AF9999  STATE/COUNTY-  WI/SAWYER
 AF9999  COUNTRY     -  US
 AF9999  USGS QUAD   -  RADISSON (2018)
 AF9999
 AF9999                         *CURRENT SURVEY CONTROL
 AF9999  ______________________________________________________________________
 AF9999* NAD 83(2011) POSITION- 45 49 50.48365(N) 091 10 22.61676(W)   ADJUSTED
 AF9999* NAD 83(2011) ELLIP HT-   410.801 (meters)        (06/27/12)   ADJUSTED
 AF9999* NAD 83(2011) EPOCH   -  2010.00
 AF9999* NAVD 88 ORTHO HEIGHT -   440.626 (meters)     1445.62  (feet) ADJUSTED
 AF9999  ______________________________________________________________________
 AF9999  GEOID HEIGHT    -        -29.824 (meters)                     GEOID18
 AF9999  NAD 83(2011) X  -    -91,136.734 (meters)                     COMP
 AF9999  NAD 83(2011) Y  - -4,451,191.193 (meters)                     COMP
 AF9999  NAD 83(2011) Z  -  4,552,449.610 (meters)                     COMP
 AF9999  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 AF9999  DYNAMIC HEIGHT  -        440.613 (meters)     1445.58  (feet) COMP
 AF9999  MODELED GRAVITY -    980,571.8   (mgal)                       NAVD 88
 AF9999
 AF9999  VERT ORDER      -  SECOND    CLASS I
 AF9999
 AF9999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9999  Standards:
 AF9999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9999  -------------------------------------------------------------------
 AF9999  NETWORK    0.65   2.18           0.30   0.22   1.11     -0.07734240
 AF9999  -------------------------------------------------------------------
 AF9999  Click here for local accuracies and other accuracy information.
 AF9999
 AF9999.The horizontal coordinates were established by GPS observations
 AF9999.and adjusted by the National Geodetic Survey in June 2012.
 AF9999
 AF9999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9999.been affixed to the stable North American tectonic plate. See 
 AF9999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9999
 AF9999.The horizontal coordinates are valid at the epoch date displayed above
 AF9999.which is a decimal equivalence of Year/Month/Day.
 AF9999
 AF9999.The orthometric height was determined by differential leveling and
 AF9999.adjusted by the WI DEPT OF TRANSP
 AF9999.in May 2012.
 AF9999
 AF9999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9999.GEOID18 height accuracy estimate available here.
 AF9999
 AF9999.Click photographs - Photos may exist for this station.
 AF9999
 AF9999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9999
 AF9999.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9999
 AF9999.The ellipsoidal height was determined by GPS observations
 AF9999.and is referenced to NAD 83.
 AF9999
 AF9999.The dynamic height is computed by dividing the NAVD 88
 AF9999.geopotential number by the normal gravity value computed on the
 AF9999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9999.degrees latitude (g = 980.6199 gals.).
 AF9999
 AF9999.The modeled gravity was interpolated from observed gravity values.
 AF9999
 AF9999. The following values were computed from the NAD 83(2011) position.
 AF9999
 AF9999;                    North         East     Units Scale Factor Converg.
 AF9999;SPC WI N     -    74,474.832   508,869.485   MT  0.99996256   -0 50 46.1
 AF9999;SPC WI N     -   244,339.51  1,669,515.97   sFT  0.99996256   -0 50 46.1
 AF9999;UTM  15      - 5,076,859.390   641,902.998   MT  0.99984756   +1 18 38.6
 AF9999
 AF9999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9999!SPC WI N     -   0.99993560  x   0.99996256  =   0.99989816
 AF9999!UTM  15      -   0.99993560  x   0.99984756  =   0.99978317
 AF9999
 AF9999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4190276859(NAD 83)
 AF9999
 AF9999                          SUPERSEDED SURVEY CONTROL
 AF9999
 AF9999  NAD 83(2007)-  45 49 50.48373(N)    091 10 22.61745(W) AD(2002.00) 0
 AF9999  ELLIP H (02/10/07)  410.833  (m)                       GP(2002.00)    
 AF9999  NAD 83(1997)-  45 49 50.48378(N)    091 10 22.61809(W) AD(       ) 1
 AF9999  ELLIP H (12/26/02)  410.847  (m)                       GP(       ) 3 2
 AF9999  NAD 83(1991)-  45 49 50.48342(N)    091 10 22.61705(W) AD(       ) 1
 AF9999  ELLIP H (04/30/98)  410.853  (m)                       GP(       ) 3 2
 AF9999  NAVD 88 (04/30/98)  440.6    (m)  GEOID96  model used  GPS OBS        
 AF9999
 AF9999.Superseded values are not recommended for survey control.
 AF9999
 AF9999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9999.See file dsdata.pdf to determine how the superseded data were derived.
 AF9999
 AF9999_MARKER: DD = SURVEY DISK
 AF9999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9999_STAMPING: 167 HELSING GPS 1996
 AF9999_MARK LOGO: WI-113
 AF9999_PROJECTION: FLUSH
 AF9999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9999+STABILITY: SURFACE MOTION
 AF9999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9999+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2010
 AF9999
 AF9999  HISTORY     - Date     Condition        Report By
 AF9999  HISTORY     - 1996     MONUMENTED       WI-113
 AF9999  HISTORY     - 20080922 GOOD             WIDT
 AF9999  HISTORY     - 20100508 GOOD             WIDT
 AF9999
 AF9999                          STATION DESCRIPTION
 AF9999
 AF9999'DESCRIBED BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 AF9999'STATION IS LOCATED ABOUT 20 MI (32.2 KM) SOUTHEAST OF HAYWARD, IN THE
 AF9999'NW1/4-SW1/4, SECTION 30, T39N, R6W.  TO REACH STATION FROM HAYWARD, AT
 AF9999'THE JUNCTION OF U.S.H.  63 AND S.T.H.  27 IN HAYWARD.  GO SOUTH ON
 AF9999'S.T.H.  27, 30.9 MI (49.7 KM) TO THE JUNCTION WITH HELSING ROAD, TURN
 AF9999'LEFT AND NORTH ON HELSING ROAD, GO 3.1 MI (5.0 KM) TO STATION. STATION
 AF9999'IS LOCATED 29 FT (8.8 M) EAST OF CENTERLINE OF HELSING ROAD, 28 FT
 AF9999'(8.5 M) SOUTH OF CENTERLINE OF DRIVEWAY TO THE EAST, 2.1 FT (0.6 M)
 AF9999'NORTH OF A CARSONITE WITNESS POST AND 1.9 FT (0.6 M) EAST OF A
 AF9999'CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62
 AF9999'CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG,
 AF9999'FLUSH IN GROUND.
 AF9999
 AF9999                          STATION RECOVERY (2008)
 AF9999
 AF9999'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AF9999'RECOVERED IN GOOD CONDITION.
 AF9999'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 70
 AF9999'(OMAHA STREET) WITH STATE HIGHWAY 40 SOUTH AND COUNTY HIGHWAY H NORTH
 AF9999'(CLARK STREET) IN THE VILLAGE OF RADISSON, GO NORTHEAST ON STATE
 AF9999'HIGHWAYS 27 AND 70 FOR 2.6 MILES TO HELSING ROAD LEFT, TURN LEFT AND
 AF9999'GO NORTH ON HELSING ROAD FOR 1.8 MILES TO POLISH ROAD RIGHT, CONTINUE
 AF9999'NORTH ON HELSING ROAD FOR 1.27 MILE TO THE STATION ON THE RIGHT.
 AF9999'THE STATION IS 8.4 M EAST OF THE CENTERLINE OF HELSING ROAD, 9.1 M
 AF9999'SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE --N5392--, AND 1.0 M EAST,
 AF9999'1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 AF9999'POSTS.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN
 AF9999'THE WEST QUADRANTS EXTENDING TO 30 DEGREES AND TREES TO THE NORTH
 AF9999'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 AF9999
 AF9999                          STATION RECOVERY (2010)
 AF9999
 AF9999'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9999'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9570 ***********************************************************************
 AG9570  DESIGNATION -  169 TAGALDER GPS
 AG9570  PID         -  AG9570
 AG9570  STATE/COUNTY-  WI/SAWYER
 AG9570  COUNTRY     -  US
 AG9570  USGS QUAD   -  HAYWARD (2019)
 AG9570
 AG9570                         *CURRENT SURVEY CONTROL
 AG9570  ______________________________________________________________________
 AG9570* NAD 83(2011) POSITION- 46 07 01.77959(N) 091 27 13.57902(W)   ADJUSTED
 AG9570* NAD 83(2011) ELLIP HT-   379.378 (meters)        (06/27/12)   ADJUSTED
 AG9570* NAD 83(2011) EPOCH   -  2010.00
 AG9570* NAVD 88 ORTHO HEIGHT -   407.7   (meters)     1338.    (feet) GPS OBS
 AG9570  ______________________________________________________________________
 AG9570  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9570  GEOID HEIGHT    -        -28.293 (meters)                     GEOID96
 AG9570  GEOID HEIGHT    -        -28.351 (meters)                     GEOID18
 AG9570  NAD 83(2011) X  -   -112,370.662 (meters)                     COMP
 AG9570  NAD 83(2011) Y  - -4,427,780.399 (meters)                     COMP
 AG9570  NAD 83(2011) Z  -  4,574,557.747 (meters)                     COMP
 AG9570  LAPLACE CORR    -        -12.86  (seconds)                    DEFLEC18
 AG9570
 AG9570  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9570  Standards:
 AG9570         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9570            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9570  -------------------------------------------------------------------
 AG9570  NETWORK    1.23   4.78           0.53   0.47   2.44      0.02123331
 AG9570  -------------------------------------------------------------------
 AG9570  Click here for local accuracies and other accuracy information.
 AG9570
 AG9570.The horizontal coordinates were established by GPS observations
 AG9570.and adjusted by the National Geodetic Survey in June 2012.
 AG9570
 AG9570.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9570.been affixed to the stable North American tectonic plate. See 
 AG9570.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9570
 AG9570.The horizontal coordinates are valid at the epoch date displayed above
 AG9570.which is a decimal equivalence of Year/Month/Day.
 AG9570
 AG9570.The orthometric height was determined by GPS observations and a
 AG9570.high-resolution geoid model.
 AG9570
 AG9570.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9570.GEOID18 height accuracy estimate available here.
 AG9570
 AG9570.Click photographs - Photos may exist for this station.
 AG9570
 AG9570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9570
 AG9570.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9570
 AG9570.The ellipsoidal height was determined by GPS observations
 AG9570.and is referenced to NAD 83.
 AG9570
 AG9570. The following values were computed from the NAD 83(2011) position.
 AG9570
 AG9570;                    North         East     Units Scale Factor Converg.
 AG9570;SPC WI N     -   106,670.239   487,636.325   MT  0.99994573   -1 02 55.4
 AG9570;SPC WI N     -   349,967.28  1,599,853.51   sFT  0.99994573   -1 02 55.4
 AG9570;UTM  15      - 5,108,227.102   619,474.517   MT  0.99977547   +1 06 52.5
 AG9570
 AG9570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9570!SPC WI N     -   0.99994053  x   0.99994573  =   0.99988626
 AG9570!UTM  15      -   0.99994053  x   0.99977547  =   0.99971601
 AG9570
 AG9570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1947408227(NAD 83)
 AG9570
 AG9570                          SUPERSEDED SURVEY CONTROL
 AG9570
 AG9570  NAD 83(2007)-  46 07 01.77967(N)    091 27 13.57970(W) AD(2002.00) 0
 AG9570  ELLIP H (02/10/07)  379.415  (m)                       GP(2002.00)    
 AG9570  NAD 83(1997)-  46 07 01.77969(N)    091 27 13.58024(W) AD(       ) 1
 AG9570  ELLIP H (12/26/02)  379.428  (m)                       GP(       ) 3 2
 AG9570  NAD 83(1991)-  46 07 01.77956(N)    091 27 13.57937(W) AD(       ) 1
 AG9570  ELLIP H (04/30/98)  379.420  (m)                       GP(       ) 3 2
 AG9570
 AG9570.Superseded values are not recommended for survey control.
 AG9570
 AG9570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9570.See file dsdata.pdf to determine how the superseded data were derived.
 AG9570
 AG9570_MARKER: DD = SURVEY DISK
 AG9570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9570_STAMPING: 169 TAGALDER GPS 1996
 AG9570_MARK LOGO: WI-113
 AG9570_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9570+STABILITY: SURFACE MOTION
 AG9570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9570+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9570
 AG9570  HISTORY     - Date     Condition        Report By
 AG9570  HISTORY     - 1996     MONUMENTED       WI-113
 AG9570
 AG9570                          STATION DESCRIPTION
 AG9570
 AG9570'DESCRIBED BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 AG9570'STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTH OF HAYWARD, IN THE
 AG9570'NW1/4-SE1/4, SECTION 14, T42N, R9W.  TO REACH STATION FROM HAYWARD, AT
 AG9570'THE JUNCTION OF U.S.H.  63 AND S.T.H.  77.  GO WEST ON S.T.H. 27-77,
 AG9570'3.8 MI (6.1 KM) TO THE JUNCTION WITH S.T.H.  27, TURN RIGHT AND NORTH
 AG9570'ON S.T.H.  27, GO 3.2 MI (5.1 KM) TO THE JUNCTION WITH THE SEELEY
 AG9570'FIRELANE, TURN RIGHT AND EAST ON THE SEELEY FIRE LANE, GO 1.5 MI (2.4
 AG9570'KM) TO THE JUNCTION WITH TAGALDER TRAIL, TURN RIGHT AND SOUTH ON
 AG9570'TAGALDER TRAIL, GO 2.2 MI (3.5 KM) TO STATION.  STATION IS LOCATED 38
 AG9570'FT (11.6 M) WEST OF THE CENTERLINE OF TAGALDER TRAIL, 105 FT (32.0 M)
 AG9570'NORTH OF A WOODS ROAD WEST, 1.6 FT (0.5 M) NORTH OF A CARSONITE
 AG9570'WITNESS POST AND 2.1 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 AG9570'STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN
 AG9570'CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0403 ***********************************************************************
 ON0403  DESIGNATION -  17 GHC
 ON0403  PID         -  ON0403
 ON0403  STATE/COUNTY-  WI/CRAWFORD
 ON0403  COUNTRY     -  US
 ON0403  USGS QUAD   -  FERRYVILLE (2018)
 ON0403
 ON0403                         *CURRENT SURVEY CONTROL
 ON0403  ______________________________________________________________________
 ON0403* NAD 83(1986) POSITION- 43 20 54.     (N) 091 05 52.     (W)   SCALED
 ON0403* NAVD 88 ORTHO HEIGHT -   193.248 (meters)      634.01  (feet) ADJUSTED
 ON0403  ______________________________________________________________________
 ON0403  GEOID HEIGHT    -        -31.992 (meters)                     GEOID18
 ON0403  DYNAMIC HEIGHT  -        193.202 (meters)      633.86  (feet) COMP
 ON0403  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 ON0403
 ON0403  VERT ORDER      -  FIRST     CLASS I
 ON0403
 ON0403.The horizontal coordinates were scaled from a map and have
 ON0403.an estimated accuracy of +/- 6 seconds.
 ON0403
 ON0403.The orthometric height was determined by differential leveling and
 ON0403.adjusted by the NATIONAL GEODETIC SURVEY
 ON0403.in June 1991.
 ON0403
 ON0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0403.GEOID18 height accuracy estimate available here.
 ON0403
 ON0403.Click photographs - Photos may exist for this station.
 ON0403
 ON0403.The dynamic height is computed by dividing the NAVD 88
 ON0403.geopotential number by the normal gravity value computed on the
 ON0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0403.degrees latitude (g = 980.6199 gals.).
 ON0403
 ON0403.The modeled gravity was interpolated from observed gravity values.
 ON0403
 ON0403;                    North         East    Units  Estimated Accuracy
 ON0403;SPC WI S     -   150,370.      511,000.      MT  (+/- 180 meters Scaled)
 ON0403
 ON0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ541012(NAD 83)
 ON0403
 ON0403                          SUPERSEDED SURVEY CONTROL
 ON0403
 ON0403  NGVD 29 (??/??/92)  193.293  (m)          634.16   (f) ADJ UNCH    1 1
 ON0403
 ON0403.Superseded values are not recommended for survey control.
 ON0403
 ON0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0403.See file dsdata.pdf to determine how the superseded data were derived.
 ON0403
 ON0403_MARKER: DD = SURVEY DISK
 ON0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0403_STAMPING: 17 GHC 1965 634
 ON0403_MARK LOGO: USGS
 ON0403_PROJECTION: RECESSED 15 CENTIMETERS
 ON0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0403+STABILITY: SURFACE MOTION
 ON0403
 ON0403  HISTORY     - Date     Condition        Report By
 ON0403  HISTORY     - 1965     MONUMENTED       USGS
 ON0403  HISTORY     - 1970     GOOD             NGS
 ON0403
 ON0403                          STATION DESCRIPTION
 ON0403
 ON0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0403'AT FERRYVILLE.
 ON0403'AT FERRYVILLE, 11.4 FEET EAST OF THE EAST CORNER OF THE BURLINGTON
 ON0403'NORTHERN RAILROAD STATION, 39.2 FEET NORTHEAST OF THE NORTHEAST
 ON0403'RAIL OF THE NORTHEAST TRACK, 118.0 FEET WEST AND ACROSS STATE
 ON0403'HIGHWAY 35 FROM THE WEST CORNER OF THE POST OFFICE, 5.4 FEET
 ON0403'NORTHEAST OF THE EAST CORNER OF A BRICK PLATFORM, 22 FEET
 ON0403'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 6 1/2 FEET
 ON0403'NORTHEAST OF A TELEPHONE POLE WHICH IS BRACED BY 2 GUY WIRES,
 ON0403'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 ON0403'CONCRETE POST WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 ON0403'SECTION 16, T 10 N, R 6 W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5225 ***********************************************************************
 DK5225  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5225  DESIGNATION -  17 LINCOLN NW GPS
 DK5225  PID         -  DK5225
 DK5225  STATE/COUNTY-  WI/TREMPEALEAU
 DK5225  COUNTRY     -  US
 DK5225  USGS QUAD   -  PLEASANTVILLE (2018)
 DK5225
 DK5225                         *CURRENT SURVEY CONTROL
 DK5225  ______________________________________________________________________
 DK5225* NAD 83(2011) POSITION- 44 24 12.82713(N) 091 22 00.04471(W)   ADJUSTED
 DK5225* NAD 83(2011) ELLIP HT-   294.823 (meters)        (06/27/12)   ADJUSTED
 DK5225* NAD 83(2011) EPOCH   -  2010.00
 DK5225* NAVD 88 ORTHO HEIGHT -   326.02  (meters)     1069.6   (feet) GPS OBS
 DK5225  ______________________________________________________________________
 DK5225  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5225  GEOID HEIGHT    -        -31.201 (meters)                     GEOID12A
 DK5225  GEOID HEIGHT    -        -31.195 (meters)                     GEOID18
 DK5225  NAD 83(2011) X  -   -108,865.097 (meters)                     COMP
 DK5225  NAD 83(2011) Y  - -4,563,125.056 (meters)                     COMP
 DK5225  NAD 83(2011) Z  -  4,440,444.848 (meters)                     COMP
 DK5225  LAPLACE CORR    -         -4.77  (seconds)                    DEFLEC18
 DK5225
 DK5225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5225  Standards:
 DK5225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5225  -------------------------------------------------------------------
 DK5225  NETWORK    0.31   0.29           0.14   0.11   0.15     -0.02375201
 DK5225  -------------------------------------------------------------------
 DK5225  Click here for local accuracies and other accuracy information.
 DK5225
 DK5225.The horizontal coordinates were established by GPS observations
 DK5225.and adjusted by the National Geodetic Survey in June 2012.
 DK5225
 DK5225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5225.been affixed to the stable North American tectonic plate. See 
 DK5225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5225
 DK5225.The horizontal coordinates are valid at the epoch date displayed above
 DK5225.which is a decimal equivalence of Year/Month/Day.
 DK5225
 DK5225.The orthometric height was determined by GPS observations and a
 DK5225.high-resolution geoid model using precise GPS observation and
 DK5225.processing techniques.
 DK5225
 DK5225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5225.GEOID18 height accuracy estimate available here.
 DK5225
 DK5225.Click photographs - Photos may exist for this station.
 DK5225
 DK5225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5225
 DK5225.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5225
 DK5225.The ellipsoidal height was determined by GPS observations
 DK5225.and is referenced to NAD 83.
 DK5225
 DK5225. The following values were computed from the NAD 83(2011) position.
 DK5225
 DK5225;                    North         East     Units Scale Factor Converg.
 DK5225;SPC WI C     -    64,278.931   491,137.517   MT  0.99997451   -0 57 51.5
 DK5225;SPC WI C     -   210,888.46  1,611,340.34   sFT  0.99997451   -0 57 51.5
 DK5225;UTM  15      - 4,917,994.586   630,059.581   MT  0.99980803   +1 08 34.8
 DK5225
 DK5225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5225!SPC WI C     -   0.99995377  x   0.99997451  =   0.99992829
 DK5225!UTM  15      -   0.99995377  x   0.99980803  =   0.99976181
 DK5225
 DK5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3005917994(NAD 83)
 DK5225
 DK5225                          SUPERSEDED SURVEY CONTROL
 DK5225
 DK5225  NAD 83(2007)-  44 24 12.82727(N)    091 22 00.04553(W) AD(2002.00) 1
 DK5225  ELLIP H (07/29/08)  294.854  (m)                       GP(2002.00) 3 1
 DK5225  NAVD 88 (07/29/08)  326.02   (m)  GEOID03  model used  GPS OBS        
 DK5225
 DK5225.Superseded values are not recommended for survey control.
 DK5225
 DK5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5225.See file dsdata.pdf to determine how the superseded data were derived.
 DK5225
 DK5225_MARKER: DD = SURVEY DISK
 DK5225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5225_STAMPING: 17 LINCOLN NW GPS 1995
 DK5225_MARK LOGO: WI-121
 DK5225_PROJECTION: FLUSH
 DK5225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5225+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2011
 DK5225
 DK5225  HISTORY     - Date     Condition        Report By
 DK5225  HISTORY     - 1995     MONUMENTED       WI-121
 DK5225  HISTORY     - 20061108 GOOD             WIDT
 DK5225  HISTORY     - 20111005 GOOD             WIDT
 DK5225
 DK5225                          STATION DESCRIPTION
 DK5225
 DK5225'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5225'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 121 WITH
 DK5225'COUNTY HIGHWAY Q ABOUT 2 MI (3.2 KM) WEST OF THE CITY OF WHITEHALL, GO
 DK5225'WEST ON STATE HIGHWAY 121 FOR 0.75 MI (1.2 KM) TO HUGHES FILLA ROAD ON
 DK5225'THE LEFT AND NORTH RIVER ROAD ON THE RIGHT, TURN RIGHT AND GO
 DK5225'NORTHEASTERLY ON NORTH RIVER ROAD FOR 1.1 MI (1.8 KM) TO WITT HILL
 DK5225'ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON WITT HILL ROAD FOR 1.1 MI
 DK5225'(1.8 KM) TO EHRAT LANE ON THE RIGHT, CONTINUE NORTHERLY ON WITT HILL
 DK5225'ROAD FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 DK5225'A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE
 DK5225'TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5225'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE ROAD PAVEMENT.  THE STATION
 DK5225'IS 8.5 M (27.9 FT) EAST OF THE CENTERLINE OF WITT HILL ROAD, 17.8 M
 DK5225'(58.4 FT) EAST-SOUTHEAST OF A TELEPHONE PEDESTAL --2064--, 10 M (32.8
 DK5225'FT) SOUTH OF A FIELD ENTRANCE, 3.0 M (9.8 FT) SOUTH OF A TELEPHONE
 DK5225'PEDESTAL --2064 A--, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST
 DK5225'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5225'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5225'HORIZON.
 DK5225
 DK5225                          STATION RECOVERY (2011)
 DK5225
 DK5225'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5221 ***********************************************************************
 DN5221  DESIGNATION -  170 DEER LAKE GPS
 DN5221  PID         -  DN5221
 DN5221  STATE/COUNTY-  WI/SAWYER
 DN5221  COUNTRY     -  US
 DN5221  USGS QUAD   -  WEIRGOR (2018)
 DN5221
 DN5221                         *CURRENT SURVEY CONTROL
 DN5221  ______________________________________________________________________
 DN5221* NAD 83(2011) POSITION- 45 41 39.95603(N) 091 21 56.76889(W)   ADJUSTED
 DN5221* NAD 83(2011) ELLIP HT-   452.884 (meters)        (04/15/13)   ADJUSTED
 DN5221* NAD 83(2011) EPOCH   -  2010.00
 DN5221* NAVD 88 ORTHO HEIGHT -   482.969 (meters)     1584.54  (feet) ADJUSTED
 DN5221  ______________________________________________________________________
 DN5221  GEOID HEIGHT    -        -30.075 (meters)                     GEOID18
 DN5221  NAD 83(2011) X  -   -106,375.317 (meters)                     COMP
 DN5221  NAD 83(2011) Y  - -4,461,736.696 (meters)                     COMP
 DN5221  NAD 83(2011) Z  -  4,541,913.676 (meters)                     COMP
 DN5221  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 DN5221  DYNAMIC HEIGHT  -        482.932 (meters)     1584.42  (feet) COMP
 DN5221  MODELED GRAVITY -    980,524.7   (mgal)                       NAVD 88
 DN5221
 DN5221  VERT ORDER      -  SECOND    CLASS I
 DN5221
 DN5221  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5221  Standards:
 DN5221         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5221            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5221  -------------------------------------------------------------------
 DN5221  NETWORK    0.64   1.23           0.29   0.22   0.63     -0.05962510
 DN5221  -------------------------------------------------------------------
 DN5221  Click here for local accuracies and other accuracy information.
 DN5221
 DN5221.The horizontal coordinates were established by GPS observations
 DN5221.and adjusted by the National Geodetic Survey in April 2013.
 DN5221
 DN5221.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5221.been affixed to the stable North American tectonic plate. See 
 DN5221.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5221
 DN5221.The horizontal coordinates are valid at the epoch date displayed above
 DN5221.which is a decimal equivalence of Year/Month/Day.
 DN5221
 DN5221.The orthometric height was determined by differential leveling and
 DN5221.adjusted by the WI DEPT OF TRANSP
 DN5221.in May 2012.
 DN5221
 DN5221.No vertical observational check was made to the station.
 DN5221
 DN5221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5221.GEOID18 height accuracy estimate available here.
 DN5221
 DN5221.Click photographs - Photos may exist for this station.
 DN5221
 DN5221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5221
 DN5221.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5221
 DN5221.The ellipsoidal height was determined by GPS observations
 DN5221.and is referenced to NAD 83.
 DN5221
 DN5221.The dynamic height is computed by dividing the NAVD 88
 DN5221.geopotential number by the normal gravity value computed on the
 DN5221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5221.degrees latitude (g = 980.6199 gals.).
 DN5221
 DN5221.The modeled gravity was interpolated from observed gravity values.
 DN5221
 DN5221. The following values were computed from the NAD 83(2011) position.
 DN5221
 DN5221;                    North         East     Units Scale Factor Converg.
 DN5221;SPC WI N     -    59,572.348   493,629.597   MT  0.99997926   -0 59 06.8
 DN5221;SPC WI N     -   195,446.95  1,619,516.44   sFT  0.99997926   -0 59 06.8
 DN5221;UTM  15      - 5,061,396.453   627,236.652   MT  0.99979903   +1 10 10.7
 DN5221
 DN5221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5221!SPC WI N     -   0.99992900  x   0.99997926  =   0.99990827
 DN5221!UTM  15      -   0.99992900  x   0.99979903  =   0.99972805
 DN5221
 DN5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2723661396(NAD 83)
 DN5221
 DN5221                          SUPERSEDED SURVEY CONTROL
 DN5221
 DN5221  NAD 83(2007)-  45 41 39.95610(N)    091 21 56.76964(W) AD(2002.00) 1
 DN5221  ELLIP H (04/06/12)  452.919  (m)                       GP(2002.00) 1 1
 DN5221  NAVD 88             482.97   (m)         1584.5    (f) LEVELING    3  
 DN5221
 DN5221.Superseded values are not recommended for survey control.
 DN5221
 DN5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5221.See file dsdata.pdf to determine how the superseded data were derived.
 DN5221
 DN5221_MARKER: DD = SURVEY DISK
 DN5221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5221_STAMPING: 170 DEER LAKE GPS 1996
 DN5221_MARK LOGO: WI-113
 DN5221_PROJECTION: FLUSH
 DN5221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5221+STABILITY: SURFACE MOTION
 DN5221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5221+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2010
 DN5221
 DN5221  HISTORY     - Date     Condition        Report By
 DN5221  HISTORY     - 1996     MONUMENTED       WI-113
 DN5221  HISTORY     - 20100603 GOOD             WIDT
 DN5221
 DN5221                          STATION DESCRIPTION
 DN5221
 DN5221'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5221'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN5221'HIGHWAY C APPROXIMATELY 6 MI (9.7 KM) NORTHWEST OF THE VILLAGE OF
 DN5221'EXELAND, GO NORTH ON COUNTY HIGHWAY C FOR 0.2 MI (0.3 KM) TO RUCH ROAD
 DN5221'LEFT.  CONTINUE NORTH ON COUNTY HIGHWAY C FOR 0.11 MI (0.2 KM) TO THE
 DN5221'STATION ON THE LEFT.
 DN5221'
 DN5221'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN5221'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN5221'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5221'
 DN5221'THE STATION IS 8.7 M (28.5 FT) WEST OF THE CENTERLINE OF COUNTY
 DN5221'HIGHWAY C, 31.7 M (104.0 FT) SOUTHWEST OF A POWER POLE, 28.3 M (92.8
 DN5221'FT) SOUTHWEST OF A -CURVE RIGHT AHEAD 40 MPH- WOODEN SIGN POST, 1.2 M
 DN5221'(3.9 FT) EAST OF A BARBED WIRE FENCE AND IS 1 M (3.3 FT) FROM THREE
 DN5221'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5221'
 DN5221'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5221'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9557 ***********************************************************************
 AG9557  DESIGNATION -  171 NELSON LAKE GPS
 AG9557  PID         -  AG9557
 AG9557  STATE/COUNTY-  WI/SAWYER
 AG9557  COUNTRY     -  US
 AG9557  USGS QUAD   -  STANBERRY EAST (2018)
 AG9557
 AG9557                         *CURRENT SURVEY CONTROL
 AG9557  ______________________________________________________________________
 AG9557* NAD 83(2011) POSITION- 46 05 59.61755(N) 091 31 00.08164(W)   ADJUSTED
 AG9557* NAD 83(2011) ELLIP HT-   362.038 (meters)        (06/27/12)   ADJUSTED
 AG9557* NAD 83(2011) EPOCH   -  2010.00
 AG9557* NAVD 88 ORTHO HEIGHT -   390.2   (meters)     1280.    (feet) GPS OBS
 AG9557  ______________________________________________________________________
 AG9557  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9557  GEOID HEIGHT    -        -28.113 (meters)                     GEOID96
 AG9557  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 AG9557  NAD 83(2011) X  -   -117,269.102 (meters)                     COMP
 AG9557  NAD 83(2011) Y  - -4,429,025.073 (meters)                     COMP
 AG9557  NAD 83(2011) Z  -  4,573,214.525 (meters)                     COMP
 AG9557  LAPLACE CORR    -        -11.68  (seconds)                    DEFLEC18
 AG9557
 AG9557  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9557  Standards:
 AG9557         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9557            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9557  -------------------------------------------------------------------
 AG9557  NETWORK    0.53   1.53           0.24   0.19   0.78      0.11633588
 AG9557  -------------------------------------------------------------------
 AG9557  Click here for local accuracies and other accuracy information.
 AG9557
 AG9557.The horizontal coordinates were established by GPS observations
 AG9557.and adjusted by the National Geodetic Survey in June 2012.
 AG9557
 AG9557.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9557.been affixed to the stable North American tectonic plate. See 
 AG9557.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9557
 AG9557.The horizontal coordinates are valid at the epoch date displayed above
 AG9557.which is a decimal equivalence of Year/Month/Day.
 AG9557
 AG9557.The orthometric height was determined by GPS observations and a
 AG9557.high-resolution geoid model.
 AG9557
 AG9557.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9557.GEOID18 height accuracy estimate available here.
 AG9557
 AG9557.Click photographs - Photos may exist for this station.
 AG9557
 AG9557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9557
 AG9557.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9557
 AG9557.The ellipsoidal height was determined by GPS observations
 AG9557.and is referenced to NAD 83.
 AG9557
 AG9557. The following values were computed from the NAD 83(2011) position.
 AG9557
 AG9557;                    North         East     Units Scale Factor Converg.
 AG9557;SPC WI N     -   104,842.315   482,737.301   MT  0.99994604   -1 05 38.7
 AG9557;SPC WI N     -   343,970.16  1,583,780.63   sFT  0.99994604   -1 05 38.7
 AG9557;UTM  15      - 5,106,215.923   614,648.836   MT  0.99976158   +1 04 08.1
 AG9557
 AG9557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9557!SPC WI N     -   0.99994325  x   0.99994604  =   0.99988929
 AG9557!UTM  15      -   0.99994325  x   0.99976158  =   0.99970484
 AG9557
 AG9557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1464806215(NAD 83)
 AG9557
 AG9557                          SUPERSEDED SURVEY CONTROL
 AG9557
 AG9557  NAD 83(2007)-  46 05 59.61763(N)    091 31 00.08228(W) AD(2002.00) 0
 AG9557  ELLIP H (02/10/07)  362.078  (m)                       GP(2002.00)    
 AG9557  NAD 83(1997)-  46 05 59.61762(N)    091 31 00.08271(W) AD(       ) 1
 AG9557  ELLIP H (12/26/02)  362.078  (m)                       GP(       ) 3 2
 AG9557  NAD 83(1991)-  46 05 59.61740(N)    091 31 00.08186(W) AD(       ) 1
 AG9557  ELLIP H (04/30/98)  362.069  (m)                       GP(       ) 3 2
 AG9557
 AG9557.Superseded values are not recommended for survey control.
 AG9557
 AG9557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9557.See file dsdata.pdf to determine how the superseded data were derived.
 AG9557
 AG9557_MARKER: DD = SURVEY DISK
 AG9557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9557_STAMPING: 171 NELSON LAKE GPS 1996
 AG9557_MARK LOGO: WI-113
 AG9557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9557+STABILITY: SURFACE MOTION
 AG9557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9557+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 AG9557
 AG9557  HISTORY     - Date     Condition        Report By
 AG9557  HISTORY     - 1996     MONUMENTED       WI-113
 AG9557  HISTORY     - 20041206 GOOD             WOOLPT
 AG9557
 AG9557                          STATION DESCRIPTION
 AG9557
 AG9557'DESCRIBED BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 AG9557'STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTHWEST OF HAYWARD, IN THE
 AG9557'SE1/4-SE1/4, SECTION 20, T42N, R9W.  TO REACH STATION FROM HAYWARD, AT
 AG9557'THE JUNCTION OF U.S.H.  63 AND S.T.H.  27-77 IN HAYWARD.  GO WEST ON
 AG9557'S.T.H.27-77, 3.6 MI (5.8 KM) TO THE JUNCTION WITH S.T.H.  27, TURN
 AG9557'RIGHT AND NORTH ON S.T.H.  27, GO 3.3 MI (5.3 KM) TO JUNCTION WITH
 AG9557'WOODS ROAD, WHICH IS 0.1 MI (0.2 KM) SOUTH OF THE JUNCTION OF S.T.H.
 AG9557'27 AND C.T.H.  T, TURN LEFT AND WEST ON WOODS ROAD, GO 60 FT (18.3 M)
 AG9557'TO JUNCTION WITH GRAVEL ROAD, TURN RIGHT AND NORTH ON GRAVEL ROAD, GO
 AG9557'200 FT (61.0 M) TO STATION.  STATION IS LOCATED 41 FT (12.5 M) WEST OF
 AG9557'CENTERLINE OF GRAVEL ROAD, 2.2 FT (0.7 M) NORTH OF A CARSONITE WITNESS
 AG9557'POST, 1.6 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND ON
 AG9557'WESTERLY SIDE OF SCENIC OVERLOOK.  STATION MARK IS A BRASS CAP, 0.25
 AG9557'FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8
 AG9557'M) LONG, FLUSH IN GROUND.
 AG9557
 AG9557                          STATION RECOVERY (2004)
 AG9557
 AG9557'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 AG9557'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7175 ***********************************************************************
 DN7175  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7175  DESIGNATION -  172 ROGERS LAKE GPS
 DN7175  PID         -  DN7175
 DN7175  STATE/COUNTY-  WI/SAWYER
 DN7175  COUNTRY     -  US
 DN7175  USGS QUAD   -  HAUER (2018)
 DN7175
 DN7175                         *CURRENT SURVEY CONTROL
 DN7175  ______________________________________________________________________
 DN7175* NAD 83(2011) POSITION- 45 46 00.02732(N) 091 27 35.47715(W)   ADJUSTED
 DN7175* NAD 83(2011) ELLIP HT-   361.366 (meters)        (04/15/13)   ADJUSTED
 DN7175* NAD 83(2011) EPOCH   -  2010.00
 DN7175* NAVD 88 ORTHO HEIGHT -   391.22  (meters)     1283.5   (feet) GPS OBS
 DN7175  ______________________________________________________________________
 DN7175  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7175  GEOID HEIGHT    -        -29.848 (meters)                     GEOID12A
 DN7175  GEOID HEIGHT    -        -29.845 (meters)                     GEOID18
 DN7175  NAD 83(2011) X  -   -113,553.690 (meters)                     COMP
 DN7175  NAD 83(2011) Y  - -4,455,744.054 (meters)                     COMP
 DN7175  NAD 83(2011) Z  -  4,547,453.303 (meters)                     COMP
 DN7175  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 DN7175
 DN7175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7175  Standards:
 DN7175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7175  -------------------------------------------------------------------
 DN7175  NETWORK    0.76   1.51           0.34   0.27   0.77      0.03924723
 DN7175  -------------------------------------------------------------------
 DN7175  Click here for local accuracies and other accuracy information.
 DN7175
 DN7175.The horizontal coordinates were established by GPS observations
 DN7175.and adjusted by the National Geodetic Survey in April 2013.
 DN7175
 DN7175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7175.been affixed to the stable North American tectonic plate. See 
 DN7175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7175
 DN7175.The horizontal coordinates are valid at the epoch date displayed above
 DN7175.which is a decimal equivalence of Year/Month/Day.
 DN7175
 DN7175.The orthometric height was determined by GPS observations and a
 DN7175.high-resolution geoid model using precise GPS observation and
 DN7175.processing techniques.
 DN7175
 DN7175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7175.GEOID18 height accuracy estimate available here.
 DN7175
 DN7175.Click photographs - Photos may exist for this station.
 DN7175
 DN7175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7175
 DN7175.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7175
 DN7175.The ellipsoidal height was determined by GPS observations
 DN7175.and is referenced to NAD 83.
 DN7175
 DN7175. The following values were computed from the NAD 83(2011) position.
 DN7175
 DN7175;                    North         East     Units Scale Factor Converg.
 DN7175;SPC WI N     -    67,730.544   486,450.279   MT  0.99996971   -1 03 11.1
 DN7175;SPC WI N     -   222,212.63  1,595,962.29   sFT  0.99996971   -1 03 11.1
 DN7175;UTM  15      - 5,069,277.335   619,756.923   MT  0.99977632   +1 06 13.1
 DN7175
 DN7175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7175!SPC WI N     -   0.99994335  x   0.99996971  =   0.99991306
 DN7175!UTM  15      -   0.99994335  x   0.99977632  =   0.99971968
 DN7175
 DN7175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1975669277(NAD 83)
 DN7175
 DN7175                          SUPERSEDED SURVEY CONTROL
 DN7175
 DN7175  NAD 83(2007)-  45 46 00.02737(N)    091 27 35.47780(W) AD(2002.00) 1
 DN7175  ELLIP H (04/06/12)  361.399  (m)                       GP(2002.00) 1 1
 DN7175
 DN7175.Superseded values are not recommended for survey control.
 DN7175
 DN7175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7175.See file dsdata.pdf to determine how the superseded data were derived.
 DN7175
 DN7175_MARKER: DD = SURVEY DISK
 DN7175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7175_STAMPING: 172 ROGERS LAKE GPS 1996
 DN7175_MARK LOGO: WI-113
 DN7175_PROJECTION: FLUSH
 DN7175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN7175+STABILITY: SURFACE MOTION
 DN7175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7175+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DN7175
 DN7175  HISTORY     - Date     Condition        Report By
 DN7175  HISTORY     - 1996     MONUMENTED       WI-113
 DN7175  HISTORY     - 20100914 GOOD             WIDT
 DN7175
 DN7175                          STATION DESCRIPTION
 DN7175
 DN7175'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7175'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN7175'HIGHWAY 27 APPROXIMATELY 10 MI (16.1 KM) SOUTH OF THE CITY OF HAYWARD,
 DN7175'GO SOUTHEAST ON STATE HIGHWAYS 27 AND 70 FOR 1.1 MI (1.8 KM) TO COUNTY
 DN7175'HIGHWAY E LEFT AND COUNTY HIGHWAY F RIGHT.  TURN RIGHT AND GO SOUTH ON
 DN7175'COUNTY HIGHWAY F FOR 5.5 MI (8.8 KM) TO COUNTY HIGHWAY F CURVING LEFT
 DN7175'AND SISSABAGAMA ROAD RIGHT, CURVE LEFT AND GO EAST ON COUNTY HIGHWAY F
 DN7175'FOR 0.1 MI (0.2 KM) TO COUNTY HIGHWAY F CURVING RIGHT AND RIGHT OF WAY
 DN7175'ROAD AHEAD, CURVE RIGHT AND GO SOUTH ON COUNTY HIGHWAY F FOR 1.04 MI
 DN7175'(1.7 KM) TO A WOODS ENTRANCE ROAD AND A CLEARING ON THE RIGHT.  TURN
 DN7175'RIGHT AND GO WEST ON THE WOODS ENTRANCE ROAD INTO THE CLEARING FOR 56
 DN7175'M (183.7 FT) TO THE STATION ON THE RIGHT.
 DN7175'
 DN7175'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN7175'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN7175'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DN7175'IS ENCLOSED WITHIN A RING OF BOULDERS 56.1 M (184.1 FT) WEST OF THE
 DN7175'CENTER OF COUNTY HIGHWAY F, 22 M (72.2 FT) NORTH OF THE CENTER OF THE
 DN7175'WOODS ENTRANCE ROAD, 0.9 M (3.0 FT) NORTH, 1.7 M (5.6 FT) SOUTH AND
 DN7175'1.7 M (5.6 FT) EAST OF THREE WOODEN POSTS AND IS 1 M (3.3 FT) FROM
 DN7175'THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7175'
 DN7175'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7175'15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHEAST AND
 DN7175'SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7192 ***********************************************************************
 DN7192  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7192  DESIGNATION -  173 KING GPS
 DN7192  PID         -  DN7192
 DN7192  STATE/COUNTY-  WI/SAWYER
 DN7192  COUNTRY     -  US
 DN7192  USGS QUAD   -  MOOSE LAKE (2018)
 DN7192
 DN7192                         *CURRENT SURVEY CONTROL
 DN7192  ______________________________________________________________________
 DN7192* NAD 83(2011) POSITION- 46 06 39.77264(N) 091 04 23.81471(W)   ADJUSTED
 DN7192* NAD 83(2011) ELLIP HT-   405.798 (meters)        (04/15/13)   ADJUSTED
 DN7192* NAD 83(2011) EPOCH   -  2010.00
 DN7192* NAVD 88 ORTHO HEIGHT -   435.56  (meters)     1429.0   (feet) GPS OBS
 DN7192  ______________________________________________________________________
 DN7192  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7192  GEOID HEIGHT    -        -29.761 (meters)                     GEOID12A
 DN7192  GEOID HEIGHT    -        -29.756 (meters)                     GEOID18
 DN7192  NAD 83(2011) X  -    -82,973.892 (meters)                     COMP
 DN7192  NAD 83(2011) Y  - -4,428,936.969 (meters)                     COMP
 DN7192  NAD 83(2011) Z  -  4,574,105.723 (meters)                     COMP
 DN7192  LAPLACE CORR    -         -7.66  (seconds)                    DEFLEC18
 DN7192
 DN7192  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7192  Standards:
 DN7192         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7192            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7192  -------------------------------------------------------------------
 DN7192  NETWORK    0.53   1.14           0.24   0.19   0.58     -0.00679048
 DN7192  -------------------------------------------------------------------
 DN7192  Click here for local accuracies and other accuracy information.
 DN7192
 DN7192.The horizontal coordinates were established by GPS observations
 DN7192.and adjusted by the National Geodetic Survey in April 2013.
 DN7192
 DN7192.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7192.been affixed to the stable North American tectonic plate. See 
 DN7192.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7192
 DN7192.The horizontal coordinates are valid at the epoch date displayed above
 DN7192.which is a decimal equivalence of Year/Month/Day.
 DN7192
 DN7192.The orthometric height was determined by GPS observations and a
 DN7192.high-resolution geoid model using precise GPS observation and
 DN7192.processing techniques.
 DN7192
 DN7192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7192.GEOID18 height accuracy estimate available here.
 DN7192
 DN7192.Click photographs - Photos may exist for this station.
 DN7192
 DN7192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7192
 DN7192.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7192
 DN7192.The ellipsoidal height was determined by GPS observations
 DN7192.and is referenced to NAD 83.
 DN7192
 DN7192. The following values were computed from the NAD 83(2011) position.
 DN7192
 DN7192;                    North         East     Units Scale Factor Converg.
 DN7192;SPC WI N     -   105,523.010   517,033.545   MT  0.99994583   -0 46 27.2
 DN7192;SPC WI N     -   346,203.41  1,696,300.89   sFT  0.99994583   -0 46 27.2
 DN7192;UTM  15      - 5,108,190.308   648,890.455   MT  0.99987252   +1 23 19.7
 DN7192
 DN7192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7192!SPC WI N     -   0.99993639  x   0.99994583  =   0.99988222
 DN7192!UTM  15      -   0.99993639  x   0.99987252  =   0.99980892
 DN7192
 DN7192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4889008190(NAD 83)
 DN7192
 DN7192                          SUPERSEDED SURVEY CONTROL
 DN7192
 DN7192  NAD 83(2007)-  46 06 39.77272(N)    091 04 23.81542(W) AD(2002.00) 1
 DN7192  ELLIP H (04/06/12)  405.823  (m)                       GP(2002.00) 1 1
 DN7192
 DN7192.Superseded values are not recommended for survey control.
 DN7192
 DN7192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7192.See file dsdata.pdf to determine how the superseded data were derived.
 DN7192
 DN7192_MARKER: DD = SURVEY DISK
 DN7192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7192_STAMPING: 173 KING GPS 1996
 DN7192_MARK LOGO: WI-113
 DN7192_PROJECTION: FLUSH
 DN7192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN7192+STABILITY: SURFACE MOTION
 DN7192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7192+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DN7192
 DN7192  HISTORY     - Date     Condition        Report By
 DN7192  HISTORY     - 1996     MONUMENTED       WI-113
 DN7192  HISTORY     - 20100511 GOOD             WIDT
 DN7192
 DN7192                          STATION DESCRIPTION
 DN7192
 DN7192'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7192'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND USH 63
 DN7192'IN HAYWARD, GO EAST ON STATE HIGHWAY 77 FOR 21.4 MI (34.4 KM) TO
 DN7192'FEDERAL FOREST ROAD 203.  TURN LEFT (NORTH) ON FEDERAL FOREST ROAD 203
 DN7192'FOR 2.9 MI (4.7 KM) TO A WOODS ROAD (WEST).  TURN LEFT (WEST) ON THE
 DN7192'WOODS ROAD AND GO APPROXIMATELY 270 FT (82.3 M) INTO CLEARING TO
 DN7192'STATION IN THE NORTH CENTRAL PART OF THE CLEARING.  THE WOODS ROAD IS
 DN7192'ALSO 0.20 MI (0.3 KM) SOUTH OF FEDERAL FOREST ROAD 1687.
 DN7192'
 DN7192'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN7192'THE TOP OF A 12 INCH (30 CM) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN7192'GROUND AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DN7192'SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2495 ***********************************************************************
 DQ2495  DESIGNATION -  173121
 DQ2495  PID         -  DQ2495
 DQ2495  STATE/COUNTY-  WI/MARINETTE
 DQ2495  COUNTRY     -  US
 DQ2495  USGS QUAD   -  LOOMIS (2018)
 DQ2495
 DQ2495                         *CURRENT SURVEY CONTROL
 DQ2495  ______________________________________________________________________
 DQ2495* NAD 83(1986) POSITION- 45 09 55.5    (N) 087 55 24.5    (W)   HD_HELD2
 DQ2495* NAVD 88 ORTHO HEIGHT -   207.551 (meters)      680.94  (feet) ADJUSTED
 DQ2495  ______________________________________________________________________
 DQ2495  GEOID HEIGHT    -        -36.320 (meters)                     GEOID18
 DQ2495  DYNAMIC HEIGHT  -        207.537 (meters)      680.89  (feet) COMP
 DQ2495  MODELED GRAVITY -    980,544.3   (mgal)                       NAVD 88
 DQ2495
 DQ2495  VERT ORDER      -  SECOND    CLASS I
 DQ2495
 DQ2495.The horizontal coordinates were established by autonomous hand held GPS
 DQ2495.observations and have an estimated accuracy of +/- 10 meters.
 DQ2495
 DQ2495.The orthometric height was determined by differential leveling and
 DQ2495.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2495.in February 2017.
 DQ2495
 DQ2495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2495.GEOID18 height accuracy estimate available here.
 DQ2495
 DQ2495.Click photographs - Photos may exist for this station.
 DQ2495
 DQ2495.The dynamic height is computed by dividing the NAVD 88
 DQ2495.geopotential number by the normal gravity value computed on the
 DQ2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2495.degrees latitude (g = 980.6199 gals.).
 DQ2495
 DQ2495.The modeled gravity was interpolated from observed gravity values.
 DQ2495
 DQ2495;                    North         East    Units  Estimated Accuracy
 DQ2495;SPC WI C     -   150,109.      763,230.      MT  (+/- 10 meters HH2 GPS)
 DQ2495
 DQ2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2742601741(NAD 83)
 DQ2495
 DQ2495                          SUPERSEDED SURVEY CONTROL
 DQ2495
 DQ2495.No superseded survey control is available for this station.
 DQ2495
 DQ2495_MARKER: DD = SURVEY DISK
 DQ2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2495_STAMPING: 173121 2000
 DQ2495_MARK LOGO: WI-075
 DQ2495_PROJECTION: RECESSED 25 CENTIMETERS
 DQ2495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2495+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2015
 DQ2495
 DQ2495  HISTORY     - Date     Condition        Report By
 DQ2495  HISTORY     - 2000     MONUMENTED       WI-075
 DQ2495  HISTORY     - 20150817 GOOD             WIDT
 DQ2495
 DQ2495                          STATION DESCRIPTION
 DQ2495
 DQ2495'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2495'THE STATION IS 15 MI (24.1 KM) NORTHWEST OF MARINETTE, 9 MI (14.5 KM)
 DQ2495'NORTHEAST OF COLEMAN, AND 6 MI (9.7 KM) SOUTHEAST OF CRIVITZ.
 DQ2495'
 DQ2495'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY W WITH COUNTY
 DQ2495'HIGHWAY P, ABOUT 8 MI (12.9 KM) NORTHEAST OF THE CITY OF COLEMAN, GO
 DQ2495'NORTH ON COUNTY HIGHWAY W FOR 2.05 MI (3.3 KM) TO BEECH ROAD ON THE
 DQ2495'LEFT.  TURN LEFT AND GO WEST ON BEECH ROAD FOR 0.7 MI (1.1 KM) TO THE
 DQ2495'STATION ON THE LEFT.
 DQ2495'
 DQ2495'THE STATION IS A BRONZE MARINETTE COUNTY GEODETIC CONTROL STATION DISK
 DQ2495'SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DQ2495'LEVEL WITH THE ROAD GRADE.  THE STATION IS 6.3 M (20.7 FT) SOUTH OF
 DQ2495'THE CENTERLINE OF BEECH ROAD, 0.05 MI (0.1 KM) EAST OF SOUTH LANE,
 DQ2495'27.4 M (89.9 FT) SOUTHEAST OF A POWER POLE, AND 0.4 M (1.3 FT) NORTH
 DQ2495'OF A WHITE PLASTIC WITNESS POST.
 DQ2495'
 DQ2495'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2495'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4993 ***********************************************************************
 DQ4993  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4993  DESIGNATION -  173220
 DQ4993  PID         -  DQ4993
 DQ4993  STATE/COUNTY-  WI/MARINETTE
 DQ4993  COUNTRY     -  US
 DQ4993  USGS QUAD   -  CRIVITZ (2018)
 DQ4993
 DQ4993                         *CURRENT SURVEY CONTROL
 DQ4993  ______________________________________________________________________
 DQ4993* NAD 83(2011) POSITION- 45 14 46.12714(N) 088 02 03.04146(W)   ADJUSTED
 DQ4993* NAD 83(2011) ELLIP HT-   176.286 (meters)        (04/14/17)   ADJUSTED
 DQ4993* NAD 83(2011) EPOCH   -  2010.00
 DQ4993* NAVD 88 ORTHO HEIGHT -   212.32  (meters)      696.6   (feet) GPS OBS
 DQ4993  ______________________________________________________________________
 DQ4993  GEOID HEIGHT    -        -36.032 (meters)                     GEOID18
 DQ4993  NAD 83(2011) X  -    154,307.722 (meters)                     COMP
 DQ4993  NAD 83(2011) Y  - -4,495,682.986 (meters)                     COMP
 DQ4993  NAD 83(2011) Z  -  4,506,775.092 (meters)                     COMP
 DQ4993  LAPLACE CORR    -         -4.56  (seconds)                    DEFLEC18
 DQ4993
 DQ4993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4993  Standards:
 DQ4993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4993  -------------------------------------------------------------------
 DQ4993  NETWORK    0.51   0.71           0.23   0.18   0.36     -0.02704662
 DQ4993  -------------------------------------------------------------------
 DQ4993  Click here for local accuracies and other accuracy information.
 DQ4993
 DQ4993.The horizontal coordinates were established by GPS observations
 DQ4993.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4993
 DQ4993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4993.been affixed to the stable North American tectonic plate. See 
 DQ4993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4993
 DQ4993.The horizontal coordinates are valid at the epoch date displayed above
 DQ4993.which is a decimal equivalence of Year/Month/Day.
 DQ4993
 DQ4993.The orthometric height was determined by GPS observations and a
 DQ4993.high-resolution geoid model using precise GPS observation and
 DQ4993.processing techniques.
 DQ4993
 DQ4993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4993.GEOID18 height accuracy estimate available here.
 DQ4993
 DQ4993.Click photographs - Photos may exist for this station.
 DQ4993
 DQ4993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4993
 DQ4993.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4993
 DQ4993.The ellipsoidal height was determined by GPS observations
 DQ4993.and is referenced to NAD 83.
 DQ4993
 DQ4993. The following values were computed from the NAD 83(2011) position.
 DQ4993
 DQ4993;                    North         East     Units Scale Factor Converg.
 DQ4993;SPC WI C     -   158,860.971   754,312.731   MT  0.99996153   +1 23 13.3
 DQ4993;SPC WI C     -   521,196.37  2,474,774.35   sFT  0.99996153   +1 23 13.3
 DQ4993;UTM  16      - 5,010,814.912   418,840.719   MT  0.99968099   -0 44 04.0
 DQ4993
 DQ4993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4993!SPC WI C     -   0.99997236  x   0.99996153  =   0.99993389
 DQ4993!UTM  16      -   0.99997236  x   0.99968099  =   0.99965336
 DQ4993
 DQ4993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1884010814(NAD 83)
 DQ4993
 DQ4993                          SUPERSEDED SURVEY CONTROL
 DQ4993
 DQ4993.No superseded survey control is available for this station.
 DQ4993
 DQ4993_MARKER: DD = SURVEY DISK
 DQ4993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4993_STAMPING: 173220 2000
 DQ4993_MARK LOGO: WI-075
 DQ4993_PROJECTION: FLUSH
 DQ4993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4993+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4993
 DQ4993  HISTORY     - Date     Condition        Report By
 DQ4993  HISTORY     - 2000     MONUMENTED       WI-075
 DQ4993  HISTORY     - 20150201 GOOD             WIDT
 DQ4993
 DQ4993                          STATION DESCRIPTION
 DQ4993
 DQ4993'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4993'THE STATION IS APPROXIMATELY 17.4 MI (28.0 KM) SOUTHEAST OF SILVER
 DQ4993'CLIFF, 3.7 MI (6.0 KM) SOUTHWEST OF MIDDLE INLET, AND 1.5 MI (2.4 KM)
 DQ4993'NORTHWEST OF CRIVITZ.
 DQ4993'
 DQ4993'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DQ4993'HIGHWAY W, LOCATED IN THE CITY OF CRIVITZ, GO NORTHWESTERLY ON COUNTY
 DQ4993'HIGHWAY A FOR 1.4 MI (2.3 KM) TO BUGARSKY LANE ON THE RIGHT.  CONTINUE
 DQ4993'NORTHWEST ON COUNTY HIGHWAY A FOR 0.25 MI (0.4 KM) TO THE STATION ON
 DQ4993'THE LEFT.
 DQ4993'
 DQ4993'THE STATION IS A MARINETTE COUNTY GPS CONTROL STATION DISK SET IN THE
 DQ4993'TOP OF A CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE STATION
 DQ4993'IS 9.8 M (32.2 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY A,
 DQ4993'77.9 M (255.6 FT) NORTHWEST OF A UTILITY JUNCTION BOX -17645-, 59.6 M
 DQ4993'(195.5 FT) NORTHWEST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, AND
 DQ4993'LOCATED BETWEEN TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4993'
 DQ4993'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4993'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5045 ***********************************************************************
 DN5045  DESIGNATION -  174 LAKE WINTER GPS
 DN5045  PID         -  DN5045
 DN5045  STATE/COUNTY-  WI/SAWYER
 DN5045  COUNTRY     -  US
 DN5045  USGS QUAD   -  WINTER (2018)
 DN5045
 DN5045                         *CURRENT SURVEY CONTROL
 DN5045  ______________________________________________________________________
 DN5045* NAD 83(2011) POSITION- 45 48 35.39919(N) 091 00 06.34903(W)   ADJUSTED
 DN5045* NAD 83(2011) ELLIP HT-   376.031 (meters)        (04/15/13)   ADJUSTED
 DN5045* NAD 83(2011) EPOCH   -  2010.00
 DN5045* NAVD 88 ORTHO HEIGHT -   406.125 (meters)     1332.43  (feet) ADJUSTED
 DN5045  ______________________________________________________________________
 DN5045  GEOID HEIGHT    -        -30.098 (meters)                     GEOID18
 DN5045  NAD 83(2011) X  -    -77,865.943 (meters)                     COMP
 DN5045  NAD 83(2011) Y  - -4,453,081.744 (meters)                     COMP
 DN5045  NAD 83(2011) Z  -  4,550,809.004 (meters)                     COMP
 DN5045  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 DN5045  DYNAMIC HEIGHT  -        406.113 (meters)     1332.39  (feet) COMP
 DN5045  MODELED GRAVITY -    980,573.2   (mgal)                       NAVD 88
 DN5045
 DN5045  VERT ORDER      -  SECOND    CLASS I
 DN5045
 DN5045  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5045  Standards:
 DN5045         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5045            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5045  -------------------------------------------------------------------
 DN5045  NETWORK    0.41   0.86           0.19   0.13   0.44     -0.09442321
 DN5045  -------------------------------------------------------------------
 DN5045  Click here for local accuracies and other accuracy information.
 DN5045
 DN5045.The horizontal coordinates were established by GPS observations
 DN5045.and adjusted by the National Geodetic Survey in April 2013.
 DN5045
 DN5045.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5045.been affixed to the stable North American tectonic plate. See 
 DN5045.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5045
 DN5045.The horizontal coordinates are valid at the epoch date displayed above
 DN5045.which is a decimal equivalence of Year/Month/Day.
 DN5045
 DN5045.The orthometric height was determined by differential leveling and
 DN5045.adjusted by the WI DEPT OF TRANSP
 DN5045.in May 2012.
 DN5045
 DN5045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5045.GEOID18 height accuracy estimate available here.
 DN5045
 DN5045.Click photographs - Photos may exist for this station.
 DN5045
 DN5045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5045
 DN5045.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5045
 DN5045.The ellipsoidal height was determined by GPS observations
 DN5045.and is referenced to NAD 83.
 DN5045
 DN5045.The dynamic height is computed by dividing the NAVD 88
 DN5045.geopotential number by the normal gravity value computed on the
 DN5045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5045.degrees latitude (g = 980.6199 gals.).
 DN5045
 DN5045.The modeled gravity was interpolated from observed gravity values.
 DN5045
 DN5045. The following values were computed from the NAD 83(2011) position.
 DN5045
 DN5045;                    North         East     Units Scale Factor Converg.
 DN5045;SPC WI N     -    71,974.834   522,139.481   MT  0.99996475   -0 43 21.5
 DN5045;SPC WI N     -   236,137.43  1,713,052.61   sFT  0.99996475   -0 43 21.5
 DN5045;UTM  15      - 5,074,860.639   655,256.433   MT  0.99989635   +1 25 59.1
 DN5045
 DN5045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5045!SPC WI N     -   0.99994105  x   0.99996475  =   0.99990580
 DN5045!UTM  15      -   0.99994105  x   0.99989635  =   0.99983741
 DN5045
 DN5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5525674860(NAD 83)
 DN5045
 DN5045                          SUPERSEDED SURVEY CONTROL
 DN5045
 DN5045  NAD 83(2007)-  45 48 35.39930(N)    091 00 06.34976(W) AD(2002.00) 1
 DN5045  ELLIP H (04/06/12)  376.068  (m)                       GP(2002.00) 1 1
 DN5045  NAVD 88             406.13   (m)         1332.4    (f) LEVELING    3  
 DN5045
 DN5045.Superseded values are not recommended for survey control.
 DN5045
 DN5045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5045.See file dsdata.pdf to determine how the superseded data were derived.
 DN5045
 DN5045_MARKER: DD = SURVEY DISK
 DN5045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5045_STAMPING: 174 LAKE WINTER GPS 1996
 DN5045_MARK LOGO: WI-113
 DN5045_PROJECTION: FLUSH
 DN5045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5045+STABILITY: SURFACE MOTION
 DN5045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5045+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DN5045
 DN5045  HISTORY     - Date     Condition        Report By
 DN5045  HISTORY     - 1996     MONUMENTED       WI-113
 DN5045  HISTORY     - 20100519 GOOD             WIDT
 DN5045
 DN5045                          STATION DESCRIPTION
 DN5045
 DN5045'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5045'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5045'HIGHWAY W (MAIN STREET) IN THE VILLAGE OF WINTER, GO SOUTH ON COUNTY
 DN5045'HIGHWAY WEST FOR 1.0 MI (1.6 KM) TO LAGOON ROAD LEFT.  TURN LEFT AND
 DN5045'GO EAST ON LAGOON ROAD FOR 0.22 MI (0.4 KM) TO THE ENTRANCE TO A
 DN5045'GRAVEL PIT LEFT.  TURN LEFT AND GO NORTH ON THE GRAVEL PIT ENTRANCE
 DN5045'ROAD FOR 120 M (393.7 FT) TO THE STATION AT THE EAST END OF A
 DN5045'PENINSULA OF HIGH GROUND ON THE RIGHT.
 DN5045'
 DN5045'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN5045'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, 1.8 M (5.9 FT)
 DN5045'DEEP, FLUSH WITH THE GROUND AND APPROXIMATELY LEVEL WITH THE ROAD
 DN5045'SURFACE.
 DN5045'
 DN5045'THE STATION IS 118 M (387.1 FT) NORTH OF THE CENTERLINE OF LAGOON
 DN5045'ROAD, 29.0 M (95.1 FT) EAST OF THE CENTERLINE OF THE GRAVEL PIT
 DN5045'ENTRANCE ROAD AND 0.7 M (2.3 FT) SOUTH AND 0.3 M (1.0 FT) NORTH OF TWO
 DN5045'ORANGE CARSONITE WITNESS POSTS.
 DN5045'
 DN5045'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5045'DEGREES ABOVE THE HORIZON.  NOTE-THERE IS A SIGNIFICANT CRACK NEAR ONE
 DN5045'EDGE OF THE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0380 ***********************************************************************
 RM0380  DESIGNATION -  18 RSP
 RM0380  PID         -  RM0380
 RM0380  STATE/COUNTY-  WI/SAWYER
 RM0380  COUNTRY     -  US
 RM0380  USGS QUAD   -  STANBERRY EAST (2018)
 RM0380
 RM0380                         *CURRENT SURVEY CONTROL
 RM0380  ______________________________________________________________________
 RM0380* NAD 83(1986) POSITION- 46 03 21.14   (N) 091 30 35.80   (W)   HD_HELD1
 RM0380* NAVD 88 ORTHO HEIGHT -   386.529 (meters)     1268.14  (feet) ADJUSTED
 RM0380  ______________________________________________________________________
 RM0380  GEOID HEIGHT    -        -28.469 (meters)                     GEOID18
 RM0380  DYNAMIC HEIGHT  -        386.541 (meters)     1268.18  (feet) COMP
 RM0380  MODELED GRAVITY -    980,635.8   (mgal)                       NAVD 88
 RM0380
 RM0380  VERT ORDER      -  FIRST     CLASS II
 RM0380
 RM0380.The horizontal coordinates were determined by differentially corrected
 RM0380.hand held GPS observations or other comparable positioning techniques
 RM0380.and have an estimated accuracy of +/- 3 meters.
 RM0380
 RM0380.The orthometric height was determined by differential leveling and
 RM0380.adjusted by the NATIONAL GEODETIC SURVEY
 RM0380.in June 1991.
 RM0380
 RM0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0380.GEOID18 height accuracy estimate available here.
 RM0380
 RM0380.Click photographs - Photos may exist for this station.
 RM0380
 RM0380.The dynamic height is computed by dividing the NAVD 88
 RM0380.geopotential number by the normal gravity value computed on the
 RM0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0380.degrees latitude (g = 980.6199 gals.).
 RM0380
 RM0380.The modeled gravity was interpolated from observed gravity values.
 RM0380
 RM0380;                    North         East    Units  Estimated Accuracy
 RM0380;SPC WI N     -    99,940.4     483,165.7     MT  (+/- 3 meters HH1 GPS) 
 RM0380
 RM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1526101334(NAD 83)
 RM0380
 RM0380                          SUPERSEDED SURVEY CONTROL
 RM0380
 RM0380.No superseded survey control is available for this station.
 RM0380
 RM0380_MARKER: DB = BENCH MARK DISK
 RM0380_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RM0380_STAMPING: 18 RSP 1970
 RM0380_MARK LOGO: USGS
 RM0380_PROJECTION: FLUSH
 RM0380_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0380_ROD/PIPE-DEPTH: 3.05 meters
 RM0380
 RM0380  HISTORY     - Date     Condition        Report By
 RM0380  HISTORY     - 1970     MONUMENTED       USGS
 RM0380  HISTORY     - 1979     GOOD             NGS
 RM0380
 RM0380                          STATION DESCRIPTION
 RM0380
 RM0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0380'3.7 MI NW FROM HAYWARD.
 RM0380'3.7 MILES WEST ALONG STATE HIGHWAYS 27 AND 77 FROM THE JUNCTION OF
 RM0380'U.S. HIGHWAY 63 IN HAYWARD, AT THE JUNCTION OF STATE HIGHWAY 27
 RM0380'LEADING NORTH, 104 FT. NORTH OF THE CENTERLINE OF HIGHWAY 77, 105 FT.
 RM0380'WEST OF THE CENTERLINE OF HIGHWAY 27 NORTH, 31.0 FT. WEST OF A CORNER
 RM0380'FENCE POST, 0.5 FT. SOUTH OF A FENCE.
 RM0380'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 RM0380'THE MARK IS 2 FT ABOVE STATE HIGHWAY 77.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5226 ***********************************************************************
 DK5226  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5226  DESIGNATION -  18 WHITEHALL GPS
 DK5226  PID         -  DK5226
 DK5226  STATE/COUNTY-  WI/TREMPEALEAU
 DK5226  COUNTRY     -  US
 DK5226  USGS QUAD   -  PLEASANTVILLE (2018)
 DK5226
 DK5226                         *CURRENT SURVEY CONTROL
 DK5226  ______________________________________________________________________
 DK5226* NAD 83(2011) POSITION- 44 24 45.48773(N) 091 17 33.60991(W)   ADJUSTED
 DK5226* NAD 83(2011) ELLIP HT-   308.414 (meters)        (06/27/12)   ADJUSTED
 DK5226* NAD 83(2011) EPOCH   -  2010.00
 DK5226* NAVD 88 ORTHO HEIGHT -   339.75  (meters)     1114.7   (feet) GPS OBS
 DK5226  ______________________________________________________________________
 DK5226  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5226  GEOID HEIGHT    -        -31.339 (meters)                     GEOID12A
 DK5226  GEOID HEIGHT    -        -31.334 (meters)                     GEOID18
 DK5226  NAD 83(2011) X  -   -102,955.067 (meters)                     COMP
 DK5226  NAD 83(2011) Y  - -4,562,566.274 (meters)                     COMP
 DK5226  NAD 83(2011) Z  -  4,441,174.571 (meters)                     COMP
 DK5226  LAPLACE CORR    -         -5.99  (seconds)                    DEFLEC18
 DK5226
 DK5226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5226  Standards:
 DK5226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5226  -------------------------------------------------------------------
 DK5226  NETWORK    0.33   0.31           0.15   0.11   0.16      0.00313071
 DK5226  -------------------------------------------------------------------
 DK5226  Click here for local accuracies and other accuracy information.
 DK5226
 DK5226.The horizontal coordinates were established by GPS observations
 DK5226.and adjusted by the National Geodetic Survey in June 2012.
 DK5226
 DK5226.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5226.been affixed to the stable North American tectonic plate. See 
 DK5226.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5226
 DK5226.The horizontal coordinates are valid at the epoch date displayed above
 DK5226.which is a decimal equivalence of Year/Month/Day.
 DK5226
 DK5226.The orthometric height was determined by GPS observations and a
 DK5226.high-resolution geoid model using precise GPS observation and
 DK5226.processing techniques.
 DK5226
 DK5226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5226.GEOID18 height accuracy estimate available here.
 DK5226
 DK5226.Click photographs - Photos may exist for this station.
 DK5226
 DK5226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5226
 DK5226.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5226
 DK5226.The ellipsoidal height was determined by GPS observations
 DK5226.and is referenced to NAD 83.
 DK5226
 DK5226. The following values were computed from the NAD 83(2011) position.
 DK5226
 DK5226;                    North         East     Units Scale Factor Converg.
 DK5226;SPC WI C     -    65,190.372   497,048.274   MT  0.99997323   -0 54 43.5
 DK5226;SPC WI C     -   213,878.75  1,630,732.55   sFT  0.99997323   -0 54 43.5
 DK5226;UTM  15      - 4,919,122.567   635,931.909   MT  0.99982724   +1 11 42.0
 DK5226
 DK5226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5226!SPC WI C     -   0.99995164  x   0.99997323  =   0.99992488
 DK5226!UTM  15      -   0.99995164  x   0.99982724  =   0.99977889
 DK5226
 DK5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3593119122(NAD 83)
 DK5226
 DK5226                          SUPERSEDED SURVEY CONTROL
 DK5226
 DK5226  NAD 83(2007)-  44 24 45.48789(N)    091 17 33.61077(W) AD(2002.00) 1
 DK5226  ELLIP H (07/29/08)  308.443  (m)                       GP(2002.00) 3 1
 DK5226  NAVD 88 (07/29/08)  339.75   (m)  GEOID03  model used  GPS OBS        
 DK5226
 DK5226.Superseded values are not recommended for survey control.
 DK5226
 DK5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5226.See file dsdata.pdf to determine how the superseded data were derived.
 DK5226
 DK5226_MARKER: DD = SURVEY DISK
 DK5226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5226_STAMPING: 18 WHITEALL GPS 1995
 DK5226_MARK LOGO: WI-121
 DK5226_PROJECTION: FLUSH
 DK5226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5226+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 DK5226
 DK5226  HISTORY     - Date     Condition        Report By
 DK5226  HISTORY     - 1995     MONUMENTED       WI-121
 DK5226  HISTORY     - 20061031 GOOD             WIDT
 DK5226  HISTORY     - 20111018 GOOD             WIDT
 DK5226
 DK5226                          STATION DESCRIPTION
 DK5226
 DK5226'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5226'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DK5226'HIGHWAY D ABOUT 2 MI (3.2 KM) NORTH OF THE CITY OF WHITEHALL, GO
 DK5226'NORTHEASTERLY ON COUNTY HIGHWAY O FOR 1.25 MI (2.0 KM) TO THE STATION
 DK5226'ON THE RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC
 DK5226'CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER
 DK5226'CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DK5226'HIGHWAY PAVEMENT.  THE STATION IS 9.5 M (31.2 FT) SOUTH OF THE
 DK5226'CENTERLINE OF HIGHWAY O, 48.5 M (159.1 FT) EAST OF A WOOD POST FOR A
 DK5226'--SCHOOL BUS STOP AHEAD-- SIGN, 40 M (131.2 FT) WEST OF A POWER
 DK5226'PEDESTAL, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF AN
 DK5226'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5226'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5226'HORIZON.
 DK5226
 DK5226                          STATION RECOVERY (2011)
 DK5226
 DK5226'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5057 ***********************************************************************
 DN5057  DESIGNATION -  180 HELSING SOUTH GPS
 DN5057  PID         -  DN5057
 DN5057  STATE/COUNTY-  WI/SAWYER
 DN5057  COUNTRY     -  US
 DN5057  USGS QUAD   -  RADISSON (2018)
 DN5057
 DN5057                         *CURRENT SURVEY CONTROL
 DN5057  ______________________________________________________________________
 DN5057* NAD 83(2011) POSITION- 45 48 28.62834(N) 091 10 24.02558(W)   ADJUSTED
 DN5057* NAD 83(2011) ELLIP HT-   393.652 (meters)        (04/15/13)   ADJUSTED
 DN5057* NAD 83(2011) EPOCH   -  2010.00
 DN5057* NAVD 88 ORTHO HEIGHT -   423.567 (meters)     1389.65  (feet) ADJUSTED
 DN5057  ______________________________________________________________________
 DN5057  GEOID HEIGHT    -        -29.912 (meters)                     GEOID18
 DN5057  NAD 83(2011) X  -    -91,204.006 (meters)                     COMP
 DN5057  NAD 83(2011) Y  - -4,452,990.749 (meters)                     COMP
 DN5057  NAD 83(2011) Z  -  4,550,675.913 (meters)                     COMP
 DN5057  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 DN5057  DYNAMIC HEIGHT  -        423.553 (meters)     1389.61  (feet) COMP
 DN5057  MODELED GRAVITY -    980,568.8   (mgal)                       NAVD 88
 DN5057
 DN5057  VERT ORDER      -  SECOND    CLASS I
 DN5057
 DN5057  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5057  Standards:
 DN5057         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5057            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5057  -------------------------------------------------------------------
 DN5057  NETWORK    0.44   0.84           0.20   0.15   0.43     -0.05839130
 DN5057  -------------------------------------------------------------------
 DN5057  Click here for local accuracies and other accuracy information.
 DN5057
 DN5057.The horizontal coordinates were established by GPS observations
 DN5057.and adjusted by the National Geodetic Survey in April 2013.
 DN5057
 DN5057.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5057.been affixed to the stable North American tectonic plate. See 
 DN5057.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5057
 DN5057.The horizontal coordinates are valid at the epoch date displayed above
 DN5057.which is a decimal equivalence of Year/Month/Day.
 DN5057
 DN5057.The orthometric height was determined by differential leveling and
 DN5057.adjusted by the WI DEPT OF TRANSP
 DN5057.in May 2012.
 DN5057
 DN5057.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5057.GEOID18 height accuracy estimate available here.
 DN5057
 DN5057.Click photographs - Photos may exist for this station.
 DN5057
 DN5057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5057
 DN5057.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5057
 DN5057.The ellipsoidal height was determined by GPS observations
 DN5057.and is referenced to NAD 83.
 DN5057
 DN5057.The dynamic height is computed by dividing the NAVD 88
 DN5057.geopotential number by the normal gravity value computed on the
 DN5057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5057.degrees latitude (g = 980.6199 gals.).
 DN5057
 DN5057.The modeled gravity was interpolated from observed gravity values.
 DN5057
 DN5057. The following values were computed from the NAD 83(2011) position.
 DN5057
 DN5057;                    North         East     Units Scale Factor Converg.
 DN5057;SPC WI N     -    71,948.416   508,801.751   MT  0.99996496   -0 50 47.1
 DN5057;SPC WI N     -   236,050.76  1,669,293.74   sFT  0.99996496   -0 50 47.1
 DN5057;UTM  15      - 5,074,332.508   641,930.381   MT  0.99984765   +1 18 35.8
 DN5057
 DN5057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5057!SPC WI N     -   0.99993829  x   0.99996496  =   0.99990325
 DN5057!UTM  15      -   0.99993829  x   0.99984765  =   0.99978595
 DN5057
 DN5057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4193074332(NAD 83)
 DN5057
 DN5057                          SUPERSEDED SURVEY CONTROL
 DN5057
 DN5057  NAD 83(2007)-  45 48 28.62846(N)    091 10 24.02630(W) AD(2002.00) 1
 DN5057  ELLIP H (04/06/12)  393.687  (m)                       GP(2002.00) 1 1
 DN5057  NAVD 88             423.57   (m)         1389.7    (f) LEVELING    3  
 DN5057
 DN5057.Superseded values are not recommended for survey control.
 DN5057
 DN5057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5057.See file dsdata.pdf to determine how the superseded data were derived.
 DN5057
 DN5057_MARKER: DD = SURVEY DISK
 DN5057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5057_STAMPING: 180 HELSING SOUTH GPS 1996
 DN5057_MARK LOGO: WI-113
 DN5057_PROJECTION: FLUSH
 DN5057_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5057+STABILITY: SURFACE MOTION
 DN5057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5057+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DN5057
 DN5057  HISTORY     - Date     Condition        Report By
 DN5057  HISTORY     - 1996     MONUMENTED       WI-113
 DN5057  HISTORY     - 20100518 GOOD             WIDT
 DN5057
 DN5057                          STATION DESCRIPTION
 DN5057
 DN5057'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 70
 DN5057'(OMAHA STREET) WITH STATE HIGHWAY 40 SOUTH AND COUNTY HIGHWAY H NORTH
 DN5057'(CLARK STREET) IN THE VILLAGE OF RADISSON, GO NORTHEAST ON STATE
 DN5057'HIGHWAYS 27 AND 70 FOR 2.6 MI (4.2 KM) TO HELSING ROAD LEFT.  TURN
 DN5057'LEFT AND GO NORTH ON HELSING ROAD FOR 1.49 MI (2.4 KM) TO THE STATION
 DN5057'ON THE LEFT.
 DN5057'
 DN5057'THE STATION IS A BRONZE SAWYER COUNTY GPS CONTROL MONUMENT DISK SET IN
 DN5057'THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN5057'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE ROAD PAVEMENT.
 DN5057'THE STATION IS 10.1 M (33.1 FT) WEST OF THE CENTERLINE OF HELSING
 DN5057'ROAD, 0.30 MI (0.5 KM) SOUTH OF POLISH ROAD, 0.11 MI (0.2 KM) NORTH OF
 DN5057'PRIVATE ENTRANCE -4833N-, 47.5 M (155.8 FT) NORTHWEST OF A POWER POLE,
 DN5057'5.4 M (17.7 FT) SOUTH OF A FIELD ENTRANCE AND IS 1 M (3.3 FT) FROM
 DN5057'THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN5057'
 DN5057'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5057'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8282 ***********************************************************************
 DP8282  DESIGNATION -  183219
 DP8282  PID         -  DP8282
 DP8282  STATE/COUNTY-  WI/MARINETTE
 DP8282  COUNTRY     -  US
 DP8282  USGS QUAD   -  WHITE POTATO LAKE (2018)
 DP8282
 DP8282                         *CURRENT SURVEY CONTROL
 DP8282  ______________________________________________________________________
 DP8282* NAD 83(1986) POSITION- 45 14 29.35   (N) 088 10 24.04   (W)   HD_HELD1
 DP8282* NAVD 88 ORTHO HEIGHT -   267.453 (meters)      877.47  (feet) ADJUSTED
 DP8282  ______________________________________________________________________
 DP8282  GEOID HEIGHT    -        -35.830 (meters)                     GEOID18
 DP8282  DYNAMIC HEIGHT  -        267.434 (meters)      877.41  (feet) COMP
 DP8282  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 DP8282
 DP8282  VERT ORDER      -  SECOND    CLASS I
 DP8282
 DP8282.The horizontal coordinates were determined by differentially corrected
 DP8282.hand held GPS observations or other comparable positioning techniques
 DP8282.and have an estimated accuracy of +/- 3 meters.
 DP8282
 DP8282.The orthometric height was determined by differential leveling and
 DP8282.adjusted by the NATIONAL GEODETIC SURVEY
 DP8282.in February 2017.
 DP8282
 DP8282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8282.GEOID18 height accuracy estimate available here.
 DP8282
 DP8282.Click photographs - Photos may exist for this station.
 DP8282
 DP8282.The dynamic height is computed by dividing the NAVD 88
 DP8282.geopotential number by the normal gravity value computed on the
 DP8282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8282.degrees latitude (g = 980.6199 gals.).
 DP8282
 DP8282.The modeled gravity was interpolated from observed gravity values.
 DP8282
 DP8282;                    North         East    Units  Estimated Accuracy
 DP8282;SPC WI C     -   158,088.1     743,402.0     MT  (+/- 3 meters HH1 GPS) 
 DP8282
 DP8282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0791110446(NAD 83)
 DP8282
 DP8282                          SUPERSEDED SURVEY CONTROL
 DP8282
 DP8282.No superseded survey control is available for this station.
 DP8282
 DP8282_MARKER: DD = SURVEY DISK
 DP8282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8282_STAMPING: 183219 2000
 DP8282_MARK LOGO: WI-075
 DP8282_PROJECTION: FLUSH
 DP8282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8282+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2014
 DP8282
 DP8282  HISTORY     - Date     Condition        Report By
 DP8282  HISTORY     - 2000     MONUMENTED       WI-075
 DP8282  HISTORY     - 20140926 GOOD             WIDT
 DP8282
 DP8282                          STATION DESCRIPTION
 DP8282
 DP8282'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8282'HE STATION IS APPROXIMATELY 13.1 MI (21.1 KM) SOUTH-SOUTHWEST OF
 DP8282'ATHELSTANE, 12.2 MI (19.6 KM) NORTHWEST OF POUND AND 8.3 MI (13.4 KM)
 DP8282'WEST OF CRIVITZ.
 DP8282'
 DP8282'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8282'HIGHWAY WEST ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DP8282'CRIVITZ, GO WEST ON COUNTY HIGHWAY WEST FOR 0.9 MI (1.4 KM) TO A RIGHT
 DP8282'CURVE IN THE HIGHWAY WITH SIXTH STREET ON THE LEFT.  CURVE RIGHT AND
 DP8282'CONTINUE NORTH ON COUNTY HIGHWAY WEST FOR 1.45 MI (2.3 KM) TO A LEFT
 DP8282'CURVE IN THE HIGHWAY WITH KOSTREVA ROAD ON THE RIGHT.  CURVE LEFT AND
 DP8282'CONTINUE WEST ON COUNTY HIGHWAY WEST FOR 0.4 MI (0.6 KM) TO THE
 DP8282'STATION ON THE RIGHT.
 DP8282'
 DP8282'THE STATION IS 10.6 M (34.8 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8282'HIGHWAY WEST, 16.5 M (54.1 FT) NORTH OF A -RIGHT CURVE- SIGN, 0.6 M
 DP8282'(2.0 FT) WEST OF A UTILITY JUNCTION BOX -186050- AND 0.4 M (1.3 FT)
 DP8282'SOUTH OF A WHITE PLASTIC WITNESS POST.
 DP8282'
 DP8282'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8282'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH
 DP8282'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8282'MARINETTE COUNTY GPS NETWORK GEODETIC CONTROL STATION DISK SET IN THE
 DP8282'TOP OF A CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2496 ***********************************************************************
 DQ2496  DESIGNATION -  183322
 DQ2496  PID         -  DQ2496
 DQ2496  STATE/COUNTY-  WI/MARINETTE
 DQ2496  COUNTRY     -  US
 DQ2496  USGS QUAD   -  BEAR POINT (2017)
 DQ2496
 DQ2496                         *CURRENT SURVEY CONTROL
 DQ2496  ______________________________________________________________________
 DQ2496* NAD 83(1986) POSITION- 45 20 09.23   (N) 087 48 16.65   (W)   HD_HELD1
 DQ2496* NAVD 88 ORTHO HEIGHT -   219.240 (meters)      719.29  (feet) ADJUSTED
 DQ2496  ______________________________________________________________________
 DQ2496  GEOID HEIGHT    -        -36.345 (meters)                     GEOID18
 DQ2496  DYNAMIC HEIGHT  -        219.225 (meters)      719.24  (feet) COMP
 DQ2496  MODELED GRAVITY -    980,542.2   (mgal)                       NAVD 88
 DQ2496
 DQ2496  VERT ORDER      -  SECOND    CLASS I
 DQ2496
 DQ2496.The horizontal coordinates were determined by differentially corrected
 DQ2496.hand held GPS observations or other comparable positioning techniques
 DQ2496.and have an estimated accuracy of +/- 3 meters.
 DQ2496
 DQ2496.The orthometric height was determined by differential leveling and
 DQ2496.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2496.in February 2017.
 DQ2496
 DQ2496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2496.GEOID18 height accuracy estimate available here.
 DQ2496
 DQ2496.Click photographs - Photos may exist for this station.
 DQ2496
 DQ2496.The dynamic height is computed by dividing the NAVD 88
 DQ2496.geopotential number by the normal gravity value computed on the
 DQ2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2496.degrees latitude (g = 980.6199 gals.).
 DQ2496
 DQ2496.The modeled gravity was interpolated from observed gravity values.
 DQ2496
 DQ2496;                    North         East    Units  Estimated Accuracy
 DQ2496;SPC WI C     -   169,293.4     772,058.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2496
 DQ2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3695420580(NAD 83)
 DQ2496
 DQ2496                          SUPERSEDED SURVEY CONTROL
 DQ2496
 DQ2496.No superseded survey control is available for this station.
 DQ2496
 DQ2496_MARKER: DD = SURVEY DISK
 DQ2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2496_STAMPING: 183322 2000
 DQ2496_MARK LOGO: WI-075
 DQ2496_PROJECTION: PROJECTING 4 CENTIMETERS
 DQ2496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2496+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2015
 DQ2496
 DQ2496  HISTORY     - Date     Condition        Report By
 DQ2496  HISTORY     - 2000     MONUMENTED       WI-075
 DQ2496  HISTORY     - 20150804 GOOD             WIDT
 DQ2496
 DQ2496                          STATION DESCRIPTION
 DQ2496
 DQ2496'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2496'THE STATION IS 18 MI (29.0 KM) NORTHWEST OF MARINETTE, 12 MI (19.3 KM)
 DQ2496'NORTHEAST OF CRIVITZ, AND 7.5 MI (12.1 KM) EAST-SOUTHEAST OF
 DQ2496'WAUSAUKEE.
 DQ2496'
 DQ2496'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2496'COUNTY HIGHWAY JJ NORTH IN THE COMMUNITY OF MCALLISTER, ABOUT 12 MI
 DQ2496'(19.3 KM) EAST-SOUTHEAST OF THE VILLAGE OF WAUSAUKEE, GO WEST ON STATE
 DQ2496'HIGHWAY 180 NORTH FOR 4.2 MI (6.8 KM) TO SEEFELDT ROAD ON THE RIGHT.
 DQ2496'CONTINUE WEST ON STATE HIGHWAY 180 FOR 0.3 MI (0.5 KM) TO THE STATION
 DQ2496'ON THE LEFT.
 DQ2496'
 DQ2496'THE STATION IS A BRONZE MARINETTE COUNTY GPS NETWORK GEODETIC CONTROL
 DQ2496'MARK DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DQ2496'ABOUT LEVEL WITH THE ROAD GRADE.  THE STATION IS 10.8 M (35.4 FT)
 DQ2496'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 180, 56 M (183.7 FT) EAST OF
 DQ2496'THE EXTENDED CENTER OF A DRIVEWAY -W4236-, 56.2 M (184.4 FT)
 DQ2496'EAST-SOUTHEAST OF A UTILITY JUNCTION BOX -7000 411-, 26.6 M (87.3 FT)
 DQ2496'SOUTHEAST OF A POWER POLE -3322 7R7-, AND LOCATED IN THE CENTER OF A
 DQ2496'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2496'
 DQ2496'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ2496'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8248 ***********************************************************************
 DP8248  DESIGNATION -  183621
 DP8248  PID         -  DP8248
 DP8248  STATE/COUNTY-  WI/MARINETTE
 DP8248  COUNTRY     -  US
 DP8248  USGS QUAD   -  AMBERG (2018)
 DP8248
 DP8248                         *CURRENT SURVEY CONTROL
 DP8248  ______________________________________________________________________
 DP8248* NAD 83(2011) POSITION- 45 34 57.52861(N) 087 55 46.14755(W)   ADJUSTED
 DP8248* NAD 83(2011) ELLIP HT-   244.960 (meters)        (04/14/17)   ADJUSTED
 DP8248* NAD 83(2011) EPOCH   -  2010.00
 DP8248* NAVD 88 ORTHO HEIGHT -   280.341 (meters)      919.75  (feet) ADJUSTED
 DP8248  ______________________________________________________________________
 DP8248  GEOID HEIGHT    -        -35.382 (meters)                     GEOID18
 DP8248  NAD 83(2011) X  -    161,561.511 (meters)                     COMP
 DP8248  NAD 83(2011) Y  - -4,468,822.863 (meters)                     COMP
 DP8248  NAD 83(2011) Z  -  4,533,077.691 (meters)                     COMP
 DP8248  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 DP8248  DYNAMIC HEIGHT  -        280.328 (meters)      919.71  (feet) COMP
 DP8248  MODELED GRAVITY -    980,562.3   (mgal)                       NAVD 88
 DP8248
 DP8248  VERT ORDER      -  SECOND    CLASS I
 DP8248
 DP8248  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8248  Standards:
 DP8248         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8248            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8248  -------------------------------------------------------------------
 DP8248  NETWORK    0.78   1.06           0.36   0.26   0.54     -0.15295767
 DP8248  -------------------------------------------------------------------
 DP8248  Click here for local accuracies and other accuracy information.
 DP8248
 DP8248.The horizontal coordinates were established by GPS observations
 DP8248.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8248
 DP8248.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8248.been affixed to the stable North American tectonic plate. See 
 DP8248.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8248
 DP8248.The horizontal coordinates are valid at the epoch date displayed above
 DP8248.which is a decimal equivalence of Year/Month/Day.
 DP8248
 DP8248.The orthometric height was determined by differential leveling and
 DP8248.adjusted by the NATIONAL GEODETIC SURVEY
 DP8248.in February 2017.
 DP8248
 DP8248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8248.GEOID18 height accuracy estimate available here.
 DP8248
 DP8248.Click photographs - Photos may exist for this station.
 DP8248
 DP8248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8248
 DP8248.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8248
 DP8248.The ellipsoidal height was determined by GPS observations
 DP8248.and is referenced to NAD 83.
 DP8248
 DP8248.The dynamic height is computed by dividing the NAVD 88
 DP8248.geopotential number by the normal gravity value computed on the
 DP8248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8248.degrees latitude (g = 980.6199 gals.).
 DP8248
 DP8248.The modeled gravity was interpolated from observed gravity values.
 DP8248
 DP8248. The following values were computed from the NAD 83(2011) position.
 DP8248
 DP8248;                    North         East     Units Scale Factor Converg.
 DP8248;SPC WI C     -   196,451.160   761,575.689   MT  1.00001679   +1 27 39.3
 DP8248;SPC WI C     -   644,523.51  2,498,602.91   sFT  1.00001679   +1 27 39.3
 DP8248;UTM  16      - 5,048,098.513   427,488.654   MT  0.99966464   -0 39 50.1
 DP8248
 DP8248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8248!SPC WI C     -   0.99996160  x   1.00001679  =   0.99997839
 DP8248!UTM  16      -   0.99996160  x   0.99966464  =   0.99962625
 DP8248
 DP8248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2748848098(NAD 83)
 DP8248
 DP8248                          SUPERSEDED SURVEY CONTROL
 DP8248
 DP8248.No superseded survey control is available for this station.
 DP8248
 DP8248_MARKER: DD = SURVEY DISK
 DP8248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8248_STAMPING: 183621 2000
 DP8248_MARK LOGO: WI-075
 DP8248_PROJECTION: FLUSH
 DP8248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8248+STABILITY: SURFACE MOTION
 DP8248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8248+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2014
 DP8248
 DP8248  HISTORY     - Date     Condition        Report By
 DP8248  HISTORY     - 2000     MONUMENTED       WI-075
 DP8248  HISTORY     - 20141009 GOOD             WIDT
 DP8248
 DP8248                          STATION DESCRIPTION
 DP8248
 DP8248'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8248'HE STATION IS APPROXIMATELY 6.3 MI (10.1 KM) NORTHEAST OF AMBERG, 4.7
 DP8248'MI (7.6 KM) SOUTHEAST OF PEMBINE AND 3.2 MI (5.1 KM) EAST OF BEECHER.
 DP8248'
 DP8248'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8248'HIGHWAY Z IN THE COMMUNITY OF BEECHER, GO EAST ON COUNTY HIGHWAY Z FOR
 DP8248'3.1 MI (5.0 KM) TO MAPLE RIDGE ROAD ON THE RIGHT.  CONTINUE EAST ON
 DP8248'COUNTY HIGHWAY Z FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DP8248'
 DP8248'THE STATION IS 9.4 M (30.8 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8248'HIGHWAY Z, 66.4 M (217.8 FT) NORTHEAST OF A POWER POLE -3621 19W5-,
 DP8248'42.5 M (139.4 FT) NORTHWEST OF A POWER POLE -3621 19W6- AND LOCATED
 DP8248'BETWEEN TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DP8248'
 DP8248'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8248'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8248'GPS NETWORK CONTROL STATION DISK SET IN THE TOP OF A CONCRETE POST,
 DP8248'ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5383 ***********************************************************************
 DH5383  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5383  DESIGNATION -  19 171E
 DH5383  PID         -  DH5383
 DH5383  STATE/COUNTY-  WI/MONROE
 DH5383  COUNTRY     -  US
 DH5383  USGS QUAD   -  OAKDALE (2018)
 DH5383
 DH5383                         *CURRENT SURVEY CONTROL
 DH5383  ______________________________________________________________________
 DH5383* NAD 83(2011) POSITION- 43 55 47.26153(N) 090 24 43.95809(W)   ADJUSTED
 DH5383* NAD 83(2011) ELLIP HT-   322.946 (meters)        (06/27/12)   ADJUSTED
 DH5383* NAD 83(2011) EPOCH   -  2010.00
 DH5383* NAVD 88 ORTHO HEIGHT -   357.05  (meters)     1171.4   (feet) GPS OBS
 DH5383  ______________________________________________________________________
 DH5383  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5383  GEOID HEIGHT    -        -34.100 (meters)                     GEOID12A
 DH5383  GEOID HEIGHT    -        -34.102 (meters)                     GEOID18
 DH5383  NAD 83(2011) X  -    -33,102.189 (meters)                     COMP
 DH5383  NAD 83(2011) Y  - -4,601,005.176 (meters)                     COMP
 DH5383  NAD 83(2011) Z  -  4,402,701.063 (meters)                     COMP
 DH5383  LAPLACE CORR    -         -7.95  (seconds)                    DEFLEC18
 DH5383
 DH5383  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5383  Standards:
 DH5383         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5383            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5383  -------------------------------------------------------------------
 DH5383  NETWORK    0.25   0.37           0.11   0.09   0.19      0.16819871
 DH5383  -------------------------------------------------------------------
 DH5383  Click here for local accuracies and other accuracy information.
 DH5383
 DH5383.The horizontal coordinates were established by GPS observations
 DH5383.and adjusted by the National Geodetic Survey in June 2012.
 DH5383
 DH5383.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5383.been affixed to the stable North American tectonic plate. See 
 DH5383.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5383
 DH5383.The horizontal coordinates are valid at the epoch date displayed above
 DH5383.which is a decimal equivalence of Year/Month/Day.
 DH5383
 DH5383.The orthometric height was determined by GPS observations and a
 DH5383.high-resolution geoid model using precise GPS observation and
 DH5383.processing techniques.
 DH5383
 DH5383.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5383.GEOID18 height accuracy estimate available here.
 DH5383
 DH5383.Click photographs - Photos may exist for this station.
 DH5383
 DH5383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5383
 DH5383.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5383
 DH5383.The ellipsoidal height was determined by GPS observations
 DH5383.and is referenced to NAD 83.
 DH5383
 DH5383. The following values were computed from the NAD 83(2011) position.
 DH5383
 DH5383;                    North         East     Units Scale Factor Converg.
 DH5383;SPC WI S     -   214,468.444   566,900.158   MT  0.99997507   -0 16 59.6
 DH5383;SPC WI S     -   703,635.22  1,859,904.94   sFT  0.99997507   -0 16 59.6
 DH5383;UTM  15      - 4,867,330.933   707,720.947   MT  1.00013072   +1 47 45.6
 DH5383
 DH5383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5383!SPC WI S     -   0.99994936  x   0.99997507  =   0.99992443
 DH5383!UTM  15      -   0.99994936  x   1.00013072  =   1.00008008
 DH5383
 DH5383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0772067330(NAD 83)
 DH5383
 DH5383                          SUPERSEDED SURVEY CONTROL
 DH5383
 DH5383  NAD 83(2007)-  43 55 47.26152(N)    090 24 43.95891(W) AD(2002.00) 0
 DH5383  ELLIP H (02/10/07)  322.979  (m)                       GP(2002.00)    
 DH5383  NAD 83(1997)-  43 55 47.26152(N)    090 24 43.95942(W) AD(       ) 1
 DH5383  ELLIP H (08/01/05)  322.975  (m)                       GP(       ) 2 1
 DH5383  NAVD 88 (07/26/07)  357.05   (m)  GEOID03  model used  GPS OBS        
 DH5383
 DH5383.Superseded values are not recommended for survey control.
 DH5383
 DH5383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5383.See file dsdata.pdf to determine how the superseded data were derived.
 DH5383
 DH5383_MARKER: DD = SURVEY DISK
 DH5383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5383_STAMPING: 19-171E 1997
 DH5383_MARK LOGO: WI-081
 DH5383_PROJECTION: FLUSH
 DH5383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5383+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH5383
 DH5383  HISTORY     - Date     Condition        Report By
 DH5383  HISTORY     - 1997     MONUMENTED       WI-081
 DH5383  HISTORY     - 20030305 GOOD             WIDT
 DH5383  HISTORY     - 20100913 GOOD             WIDT
 DH5383
 DH5383                          STATION DESCRIPTION
 DH5383
 DH5383'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5383'THE STATION IS LOCATED ABOUT 9 KM SOUTHEAST OF TOMAH AND 4 KM
 DH5383'SOUTHWEST OF OAKDALE.   OWNERSHIP--TOWNSHIP OF OAKDALE.  TO REACH THE
 DH5383'STATION FROM THE JUNCTION OF INTERSTATE  HIGHWAY 90/94 WITH COUNTY PP
 DH5383'ABOUT 10 KM EAST OF THE CITY OF TOMAH.  GO SOUTH ON COUNTY  HIGHWAY PP
 DH5383'FOR 0.3 KM TO COUNTY HIGHWAY N, GO SOUTH ON COUNTY HIGHWAY N FOR 4.8
 DH5383'KM TO  HOOVER ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHWEST ON HOOVER
 DH5383'ROAD FOR 0.6 KM TO  ISABEL AVENUE ON THE LEFT, CONTINUE NORTH ON
 DH5383'HOOVER ROAD FOR 0.4 KM TO THE STATION ON  THE LEFT.  THE STATION IS A
 DH5383'BRONZE MONROE COUNTY GEODETIC CONTROL MARK DISK SET IN THE  TOP  OF A
 DH5383'45-CM DIAMETER ROUND CONCRETE POST AND IS ABOUT LEVEL WITH THE ROAD
 DH5383'PAVEMENT.   THE STATION IS 7.1 M WEST OF THE CENTERLINE OF HOOVER
 DH5383'ROAD, 0.05 MI SOUTH OF PRIVATE  ENTRANCE --16778--, 45.9 M NORTH OF A
 DH5383'POWER POLE, 0.5 M EAST OF A FENCE, AND 1.0 M NORTH,  SOUTH OF TWO
 DH5383'ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DH5383'VISIBLE  OBSTRUCTIONS EXTENDING  HIGHER THAN 15 DEGREES ABOVE THE
 DH5383'HORIZON.
 DH5383
 DH5383                          STATION RECOVERY (2010)
 DH5383
 DH5383'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5383'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5154 ***********************************************************************
 DK5154  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5154  DESIGNATION -  19 194W
 DK5154  PID         -  DK5154
 DK5154  STATE/COUNTY-  WI/MONROE
 DK5154  COUNTRY     -  US
 DK5154  USGS QUAD   -  FOUR CORNERS (2018)
 DK5154
 DK5154                         *CURRENT SURVEY CONTROL
 DK5154  ______________________________________________________________________
 DK5154* NAD 83(2011) POSITION- 44 06 14.49568(N) 090 53 55.50700(W)   ADJUSTED
 DK5154* NAD 83(2011) ELLIP HT-   239.189 (meters)        (06/27/12)   ADJUSTED
 DK5154* NAD 83(2011) EPOCH   -  2010.00
 DK5154* NAVD 88 ORTHO HEIGHT -   272.00  (meters)      892.4   (feet) GPS OBS
 DK5154  ______________________________________________________________________
 DK5154  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5154  GEOID HEIGHT    -        -32.805 (meters)                     GEOID12A
 DK5154  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 DK5154  NAD 83(2011) X  -    -71,959.147 (meters)                     COMP
 DK5154  NAD 83(2011) Y  - -4,587,046.805 (meters)                     COMP
 DK5154  NAD 83(2011) Z  -  4,416,565.441 (meters)                     COMP
 DK5154  LAPLACE CORR    -         -8.21  (seconds)                    DEFLEC18
 DK5154
 DK5154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5154  Standards:
 DK5154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5154  -------------------------------------------------------------------
 DK5154  NETWORK    0.33   0.29           0.15   0.11   0.15      0.11272621
 DK5154  -------------------------------------------------------------------
 DK5154  Click here for local accuracies and other accuracy information.
 DK5154
 DK5154.The horizontal coordinates were established by GPS observations
 DK5154.and adjusted by the National Geodetic Survey in June 2012.
 DK5154
 DK5154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5154.been affixed to the stable North American tectonic plate. See 
 DK5154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5154
 DK5154.The horizontal coordinates are valid at the epoch date displayed above
 DK5154.which is a decimal equivalence of Year/Month/Day.
 DK5154
 DK5154.The orthometric height was determined by GPS observations and a
 DK5154.high-resolution geoid model using precise GPS observation and
 DK5154.processing techniques.
 DK5154
 DK5154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5154.GEOID18 height accuracy estimate available here.
 DK5154
 DK5154.Click photographs - Photos may exist for this station.
 DK5154
 DK5154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5154
 DK5154.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5154
 DK5154.The ellipsoidal height was determined by GPS observations
 DK5154.and is referenced to NAD 83.
 DK5154
 DK5154. The following values were computed from the NAD 83(2011) position.
 DK5154
 DK5154;                    North         East     Units Scale Factor Converg.
 DK5154;SPC WI S     -   234,133.574   528,041.428   MT  1.00000780   -0 37 03.1
 DK5154;SPC WI S     -   768,153.23  1,732,415.92   sFT  1.00000780   -0 37 03.1
 DK5154;UTM  15      - 4,885,573.618   668,172.307   MT  0.99994784   +1 27 45.8
 DK5154
 DK5154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5154!SPC WI S     -   0.99996250  x   1.00000780  =   0.99997030
 DK5154!UTM  15      -   0.99996250  x   0.99994784  =   0.99991034
 DK5154
 DK5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6817285573(NAD 83)
 DK5154
 DK5154                          SUPERSEDED SURVEY CONTROL
 DK5154
 DK5154  NAD 83(2007)-  44 06 14.49568(N)    090 53 55.50785(W) AD(2002.00) 1
 DK5154  ELLIP H (07/29/08)  239.220  (m)                       GP(2002.00) 3 1
 DK5154  NAVD 88 (07/29/08)  271.99   (m)  GEOID03  model used  GPS OBS        
 DK5154
 DK5154.Superseded values are not recommended for survey control.
 DK5154
 DK5154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5154.See file dsdata.pdf to determine how the superseded data were derived.
 DK5154
 DK5154_MARKER: DD = SURVEY DISK
 DK5154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5154_STAMPING: 19-194W 1996
 DK5154_MARK LOGO: WI-081
 DK5154_PROJECTION: FLUSH
 DK5154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5154+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 DK5154
 DK5154  HISTORY     - Date     Condition        Report By
 DK5154  HISTORY     - 1996     MONUMENTED       WI-081
 DK5154  HISTORY     - 20061004 GOOD             WIDT
 DK5154  HISTORY     - 20100830 GOOD             WIDT
 DK5154
 DK5154                          STATION DESCRIPTION
 DK5154
 DK5154'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5154'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND STATE
 DK5154'HIGHWAY 71 EAST WITH STATE HIGHWAY 71 WEST ABOUT 8 MI (12.9 KM)
 DK5154'NORTH-NORTHWEST OF THE CITY OF SPARTA, GO WEST ON STATE HIGHWAY 71 FOR
 DK5154'1.05 MI (1.7 KM) TO DALMATION ROAD ON THE LEFT AND CANINE ROAD ON THE
 DK5154'RIGHT, TURN RIGHT AND GO NORTH ON CANINE ROAD FOR 2.1 MI (3.4 KM) TO
 DK5154'CANYON AVENUE, TURN LEFT AND GO WEST THEN NORTH ON CANYON AVENUE FOR
 DK5154'1.1 TO BALLOON AVENUE AND THE STATION ON THE LEFT.  THE STATION IS A
 DK5154'BRONZE MONROE COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DK5154'50-CM (20 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5154'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.6 M
 DK5154'(24.9 FT) NORTH OF THE CENTERLINE OF BALLOON AVENUE, 23.9 M (78.4 FT)
 DK5154'WEST OF THE CENTERLINE OF CANYON AVENUE, 1.5 M (4.9 FT) SOUTH OF A
 DK5154'BARBED WIRE FENCE, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST
 DK5154'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5154'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5154'HORIZON.
 DK5154
 DK5154                          STATION RECOVERY (2010)
 DK5154
 DK5154'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5154'RECOVERED IN GOOD CONDITION.  NOTE---THE MONUMENT IS RECESSED 12 CM
 DK5154'BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0416 ***********************************************************************
 ON0416  DESIGNATION -  19 GHC
 ON0416  PID         -  ON0416
 ON0416  STATE/COUNTY-  WI/CRAWFORD
 ON0416  COUNTRY     -  US
 ON0416  USGS QUAD   -  DE SOTO (2018)
 ON0416
 ON0416                         *CURRENT SURVEY CONTROL
 ON0416  ______________________________________________________________________
 ON0416* NAD 83(1986) POSITION- 43 23 32.3    (N) 091 10 45.3    (W)   HD_HELD2
 ON0416* NAVD 88 ORTHO HEIGHT -   202.507 (meters)      664.39  (feet) ADJUSTED
 ON0416  ______________________________________________________________________
 ON0416  GEOID HEIGHT    -        -31.637 (meters)                     GEOID18
 ON0416  DYNAMIC HEIGHT  -        202.467 (meters)      664.26  (feet) COMP
 ON0416  MODELED GRAVITY -    980,416.9   (mgal)                       NAVD 88
 ON0416
 ON0416  VERT ORDER      -  FIRST     CLASS I
 ON0416
 ON0416.The horizontal coordinates were established by autonomous hand held GPS
 ON0416.observations and have an estimated accuracy of +/- 10 meters.
 ON0416
 ON0416.The orthometric height was determined by differential leveling and
 ON0416.adjusted by the NATIONAL GEODETIC SURVEY
 ON0416.in June 1991.
 ON0416
 ON0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0416.GEOID18 height accuracy estimate available here.
 ON0416
 ON0416.Click photographs - Photos may exist for this station.
 ON0416
 ON0416.The dynamic height is computed by dividing the NAVD 88
 ON0416.geopotential number by the normal gravity value computed on the
 ON0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0416.degrees latitude (g = 980.6199 gals.).
 ON0416
 ON0416.The modeled gravity was interpolated from observed gravity values.
 ON0416
 ON0416;                    North         East    Units  Estimated Accuracy
 ON0416;SPC WI S     -   155,347.      504,466.      MT  (+/- 10 meters HH2 GPS)
 ON0416
 ON0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4746005991(NAD 83)
 ON0416
 ON0416                          SUPERSEDED SURVEY CONTROL
 ON0416
 ON0416  NGVD 29 (??/??/92)  202.552  (m)          664.54   (f) ADJ UNCH    1 1
 ON0416
 ON0416.Superseded values are not recommended for survey control.
 ON0416
 ON0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0416.See file dsdata.pdf to determine how the superseded data were derived.
 ON0416
 ON0416_MARKER: DD = SURVEY DISK
 ON0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0416_STAMPING: 19 GHC 1965 664
 ON0416_MARK LOGO: USGS
 ON0416_PROJECTION: PROJECTING 30 CENTIMETERS
 ON0416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0416+STABILITY: SURFACE MOTION
 ON0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0416+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2009
 ON0416
 ON0416  HISTORY     - Date     Condition        Report By
 ON0416  HISTORY     - 1965     MONUMENTED       USGS
 ON0416  HISTORY     - 1970     GOOD             NGS
 ON0416  HISTORY     - 20030412 GOOD             WIDT
 ON0416  HISTORY     - 20071106 GOOD             WIDT
 ON0416  HISTORY     - 20091109 GOOD             GEOCAC
 ON0416
 ON0416                          STATION DESCRIPTION
 ON0416
 ON0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0416'2.6 MI SE FROM DE SOTO.
 ON0416'ABOUT 2.55 MILES SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0416'FROM THE STATION AT DE SOTO, 130 FEET NORTHEAST AND ACROSS STATE
 ON0416'HIGHWAY 35 FROM THE NORTHEAST RAIL, 135 FEET NORTH AND ACROSS
 ON0416'STATE HIGHWAY 35 FROM THE NORTH END OF THE NORTH CONCRETE
 ON0416'FOUNDATION FOR A METAL GUARDRAIL ALONG STATE HIGHWAY 82, 56
 ON0416'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 35, 1.0 FOOT
 ON0416'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 ON0416'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ON0416'10 INCHES.  SECTION 35, T 11 N, R 7 W
 ON0416
 ON0416                          STATION RECOVERY (2003)
 ON0416
 ON0416'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 ON0416'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0416'STATION FROM JUNCTION OF STATE HIGHWAY 35 AND STATE HIGHWAY 82
 ON0416'WESTBOUND ABOUT 2 MI (3.22 KM) SOUTH OF THE VILLAGE OF DE SOTO, AT THE
 ON0416'NORTH EDGE OF A PAVED PARKING AREA, AT THE SOUTHEAST CORNER OF PRIVATE
 ON0416'ENTRANCE --12072--.  THE STATION IS A BRONZE US GEOLOGICAL SURVEY
 ON0416'SURVEY DISK SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST ABOUT 0.5 M
 ON0416'(1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 17.1 M (56.1 FT)
 ON0416'EAST OF THE CENTERLINE OF STATE HIGHWAY 35, 30 M (98.4 FT) NORTH OF
 ON0416'THE EXTENDED CENTERLINE OF STATE HIGHWAY 82, 9.5 M (31.2 FT) NORTHWEST
 ON0416'OF THE NORTHWEST CORNER OF A RAILING AROUND A STORM DRAIN AND 0.3 M
 ON0416'(1.0 FT) NORTHEAST OF A STEEL WITNESS POST.  ---NOTE---THIS STATION IS
 ON0416'NOT SUITABLE FOR GPS DUE TO THE TREES IN THE WEST QUADRANT HANGING
 ON0416'OVER THE STATION.
 ON0416
 ON0416                          STATION RECOVERY (2007)
 ON0416
 ON0416'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 ON0416'RECOVERED IN GOOD CONDITION.
 ON0416
 ON0416                          STATION RECOVERY (2009)
 ON0416
 ON0416'RECOVERY NOTE BY GEOCACHING 2009 (KC)
 ON0416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0898 ***********************************************************************
 NH0898  DESIGNATION -  19 MDD
 NH0898  PID         -  NH0898
 NH0898  STATE/COUNTY-  WI/LAFAYETTE
 NH0898  COUNTRY     -  US
 NH0898  USGS QUAD   -  SOUTH WAYNE (2018)
 NH0898
 NH0898                         *CURRENT SURVEY CONTROL
 NH0898  ______________________________________________________________________
 NH0898* NAD 83(1986) POSITION- 42 33 53.     (N) 089 57 56.     (W)   SCALED
 NH0898* NAVD 88 ORTHO HEIGHT -   296.045 (meters)      971.27  (feet) ADJUSTED
 NH0898  ______________________________________________________________________
 NH0898  GEOID HEIGHT    -        -33.434 (meters)                     GEOID18
 NH0898  DYNAMIC HEIGHT  -        295.951 (meters)      970.97  (feet) COMP
 NH0898  MODELED GRAVITY -    980,294.2   (mgal)                       NAVD 88
 NH0898
 NH0898  VERT ORDER      -  THIRD
 NH0898
 NH0898.The horizontal coordinates were scaled from a map and have
 NH0898.an estimated accuracy of +/- 6 seconds.
 NH0898
 NH0898.The orthometric height was determined by differential leveling and
 NH0898.adjusted by the NATIONAL GEODETIC SURVEY
 NH0898.in June 1991.
 NH0898
 NH0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0898.GEOID18 height accuracy estimate available here.
 NH0898
 NH0898.Click photographs - Photos may exist for this station.
 NH0898
 NH0898.The dynamic height is computed by dividing the NAVD 88
 NH0898.geopotential number by the normal gravity value computed on the
 NH0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0898.degrees latitude (g = 980.6199 gals.).
 NH0898
 NH0898.The modeled gravity was interpolated from observed gravity values.
 NH0898
 NH0898;                    North         East    Units  Estimated Accuracy
 NH0898;SPC WI S     -    62,740.      602,830.      MT  (+/- 180 meters Scaled)
 NH0898
 NH0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN565167(NAD 83)
 NH0898
 NH0898                          SUPERSEDED SURVEY CONTROL
 NH0898
 NH0898  NGVD 29 (??/??/92)  296.14   (m)          971.6    (f) COMPUTED    3 0
 NH0898
 NH0898.Superseded values are not recommended for survey control.
 NH0898
 NH0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0898.See file dsdata.pdf to determine how the superseded data were derived.
 NH0898
 NH0898_MARKER: DB = BENCH MARK DISK
 NH0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0898_STAMPING: 19 MDD 1967
 NH0898_MARK LOGO: USGS
 NH0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0898+STABILITY: SURFACE MOTION
 NH0898
 NH0898  HISTORY     - Date     Condition        Report By
 NH0898  HISTORY     - 1967     MONUMENTED       USGS-M
 NH0898  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NH0898
 NH0898                          STATION DESCRIPTION
 NH0898
 NH0898'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967 (MDD)
 NH0898'5.1 KM (3.20 MI) ESE FROM GRATIOT.
 NH0898'GRATIOT, 1.0 MI S. AND 3.0 MI EAST OF, NEAR 1/4 COR. BETWEEN SECS.
 NH0898'12 AND 13, T-1 N., R-4 E., 111 FT S., 30 FT W. AND 3.0 FT HIGHER
 NH0898'THAN HWY. 11, AT ASPHALT RD. S., 5.5 FT E. OF A FENCE, 1.0 FT E.
 NH0898'OF A WITNESS SIGN ON STEEL POST, IN CONC. POST, A STD. TABLET STAMPED
 NH0898'19  MDD 1967
 NH0898
 NH0898                          STATION RECOVERY (1998)
 NH0898
 NH0898'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0898'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5192 ***********************************************************************
 DK5192  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5192  DESIGNATION -  19 PIGEON W GPS
 DK5192  PID         -  DK5192
 DK5192  STATE/COUNTY-  WI/TREMPEALEAU
 DK5192  COUNTRY     -  US
 DK5192  USGS QUAD   -  PIGEON FALLS (2018)
 DK5192
 DK5192                         *CURRENT SURVEY CONTROL
 DK5192  ______________________________________________________________________
 DK5192* NAD 83(2011) POSITION- 44 24 24.81742(N) 091 13 49.30450(W)   ADJUSTED
 DK5192* NAD 83(2011) ELLIP HT-   228.968 (meters)        (06/27/12)   ADJUSTED
 DK5192* NAD 83(2011) EPOCH   -  2010.00
 DK5192* NAVD 88 ORTHO HEIGHT -   260.49  (meters)      854.6   (feet) GPS OBS
 DK5192  ______________________________________________________________________
 DK5192  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5192  GEOID HEIGHT    -        -31.516 (meters)                     GEOID12A
 DK5192  GEOID HEIGHT    -        -31.512 (meters)                     GEOID18
 DK5192  NAD 83(2011) X  -    -98,001.752 (meters)                     COMP
 DK5192  NAD 83(2011) Y  - -4,563,065.193 (meters)                     COMP
 DK5192  NAD 83(2011) Z  -  4,440,663.181 (meters)                     COMP
 DK5192  LAPLACE CORR    -         -7.23  (seconds)                    DEFLEC18
 DK5192
 DK5192  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5192  Standards:
 DK5192         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5192            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5192  -------------------------------------------------------------------
 DK5192  NETWORK    0.41   0.37           0.18   0.15   0.19     -0.19716385
 DK5192  -------------------------------------------------------------------
 DK5192  Click here for local accuracies and other accuracy information.
 DK5192
 DK5192.The horizontal coordinates were established by GPS observations
 DK5192.and adjusted by the National Geodetic Survey in June 2012.
 DK5192
 DK5192.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5192.been affixed to the stable North American tectonic plate. See 
 DK5192.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5192
 DK5192.The horizontal coordinates are valid at the epoch date displayed above
 DK5192.which is a decimal equivalence of Year/Month/Day.
 DK5192
 DK5192.The orthometric height was determined by GPS observations and a
 DK5192.high-resolution geoid model using precise GPS observation and
 DK5192.processing techniques.
 DK5192
 DK5192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5192.GEOID18 height accuracy estimate available here.
 DK5192
 DK5192.Click photographs - Photos may exist for this station.
 DK5192
 DK5192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5192
 DK5192.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5192
 DK5192.The ellipsoidal height was determined by GPS observations
 DK5192.and is referenced to NAD 83.
 DK5192
 DK5192. The following values were computed from the NAD 83(2011) position.
 DK5192
 DK5192;                    North         East     Units Scale Factor Converg.
 DK5192;SPC WI C     -    64,475.347   502,000.522   MT  0.99997404   -0 52 05.2
 DK5192;SPC WI C     -   211,532.87  1,646,980.05   sFT  0.99997404   -0 52 05.2
 DK5192;UTM  15      - 4,918,590.160   640,906.410   MT  0.99984417   +1 14 18.6
 DK5192
 DK5192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5192!SPC WI C     -   0.99996410  x   0.99997404  =   0.99993814
 DK5192!UTM  15      -   0.99996410  x   0.99984417  =   0.99980828
 DK5192
 DK5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4090618590(NAD 83)
 DK5192
 DK5192                          SUPERSEDED SURVEY CONTROL
 DK5192
 DK5192  NAD 83(2007)-  44 24 24.81757(N)    091 13 49.30542(W) AD(2002.00) 1
 DK5192  ELLIP H (07/29/08)  228.999  (m)                       GP(2002.00) 3 1
 DK5192  NAVD 88 (07/29/08)  260.48   (m)  GEOID03  model used  GPS OBS        
 DK5192
 DK5192.Superseded values are not recommended for survey control.
 DK5192
 DK5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5192.See file dsdata.pdf to determine how the superseded data were derived.
 DK5192
 DK5192_MARKER: DD = SURVEY DISK
 DK5192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5192_STAMPING: 19 PIGEON W GPS 1995
 DK5192_MARK LOGO: WI-121
 DK5192_PROJECTION: FLUSH
 DK5192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5192+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2011
 DK5192
 DK5192  HISTORY     - Date     Condition        Report By
 DK5192  HISTORY     - 1995     MONUMENTED       WI-121
 DK5192  HISTORY     - 20061101 GOOD             WIDT
 DK5192  HISTORY     - 20111003 GOOD             WIDT
 DK5192
 DK5192                          STATION DESCRIPTION
 DK5192
 DK5192'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5192'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 AND STATE
 DK5192'HIGHWAY 121 WITH COUNTY HIGHWAY W JUST SOUTH OF THE VILLAGE OF PIGEON
 DK5192'FALLS, GO SOUTHWEST ON US HIGHWAY 53 AND STATE HIGHWAY 121 FOR 1.15 MI
 DK5192'(1.9 KM) TO FREMSTAD ROAD ON THE LEFT, CONTINUE SOUTHWEST ON US
 DK5192'HIGHWAY 53 AND STATE HIGHWAY 121 FOR 0.25 MI (0.4 KM) TO THE STATION
 DK5192'ON THE RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC
 DK5192'CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER
 DK5192'CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DK5192'HIGHWAY PAVEMENT.  THE STATION IS 12.9 M (42.3 FT) NORTH-NORTHWEST OF
 DK5192'THE CENTERLINE OF US HIGHWAY 53 AND STATE HIGHWAY 121, 56 M (183.7 FT)
 DK5192'EAST-NORTHEAST OF A PRIVATE ENTRANCE --38989--, 2.4 M (7.9 FT)
 DK5192'SOUTH-SOUTHEAST OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) EAST,
 DK5192'NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5192'---NOTE---THIS STATION IS OBSTRUCTED BY A TREE 7 M (23.0 FT) WEST OF
 DK5192'THE STATION EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
 DK5192
 DK5192                          STATION RECOVERY (2011)
 DK5192
 DK5192'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5192'NOTE - - 1 TREE TO THE WEST OBSTRUCTS HORIZON TO GREATER THAN 60 DEG
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0663 ***********************************************************************
 PN0663  DESIGNATION -  1925 USLS
 PN0663  PID         -  PN0663
 PN0663  STATE/COUNTY-  WI/OUTAGAMIE
 PN0663  COUNTRY     -  US
 PN0663  USGS QUAD   -  KAUKAUNA (2018)
 PN0663
 PN0663                         *CURRENT SURVEY CONTROL
 PN0663  ______________________________________________________________________
 PN0663* NAD 83(1986) POSITION- 44 15 46.     (N) 088 22 27.     (W)   SCALED
 PN0663* NAVD 88 ORTHO HEIGHT -   229.841 (meters)      754.07  (feet) ADJUSTED
 PN0663  ______________________________________________________________________
 PN0663  GEOID HEIGHT    -        -36.284 (meters)                     GEOID18
 PN0663  DYNAMIC HEIGHT  -        229.803 (meters)      753.95  (feet) COMP
 PN0663  MODELED GRAVITY -    980,448.0   (mgal)                       NAVD 88
 PN0663
 PN0663  VERT ORDER      -  FIRST     CLASS 0
 PN0663
 PN0663.The horizontal coordinates were scaled from a map and have
 PN0663.an estimated accuracy of +/- 6 seconds.
 PN0663
 PN0663.The orthometric height was determined by differential leveling and
 PN0663.adjusted by the NATIONAL GEODETIC SURVEY
 PN0663.in June 1991.
 PN0663
 PN0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0663.GEOID18 height accuracy estimate available here.
 PN0663
 PN0663.Click photographs - Photos may exist for this station.
 PN0663
 PN0663.The dynamic height is computed by dividing the NAVD 88
 PN0663.geopotential number by the normal gravity value computed on the
 PN0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0663.degrees latitude (g = 980.6199 gals.).
 PN0663
 PN0663.The modeled gravity was interpolated from observed gravity values.
 PN0663
 PN0663;                    North         East    Units  Estimated Accuracy
 PN0663;SPC WI C     -    49,020.      729,820.      MT  (+/- 180 meters Scaled)
 PN0663
 PN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ903019(NAD 83)
 PN0663
 PN0663                          SUPERSEDED SURVEY CONTROL
 PN0663
 PN0663.No superseded survey control is available for this station.
 PN0663
 PN0663_MARKER: I = METAL ROD
 PN0663_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0663_PROJECTION: FLUSH
 PN0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0663_ROD/PIPE-DEPTH: 2.44 meters
 PN0663
 PN0663  HISTORY     - Date     Condition        Report By
 PN0663  HISTORY     - 1962     MONUMENTED       USLS
 PN0663  HISTORY     - 1974     GOOD             NOS
 PN0663  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PN0663  HISTORY     - 20121213 MARK NOT FOUND   INDIV
 PN0663
 PN0663                          STATION DESCRIPTION
 PN0663
 PN0663'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0663'4.0 MI WEST FROM APPLETON.
 PN0663'4.0 MILES WEST ALONG EAST NEWBERRY ST. FROM THE EAST CITY LIMITS OF
 PN0663'APPLETON, AT THE INTERSECTION OF SCHAEFER AND EAST NEWBERRY STS., 96
 PN0663'FT. WEST OF THE CENTERLINE OF SCHAEFER ST., 58.7 FT. NORTHEAST OF THE
 PN0663'NORTHEAST CORNER OF DWELLING AT 1919 EAST NEWBERRY ST., IN FRONT OF
 PN0663'AND IN LINE WITH WEST FACE OF DWELLING AT 1925 EAST NEWBERRY ST., 33
 PN0663'FT. NORTH OF THE NORTHWEST CORNER OF DWELLING, 19 FT. SOUTH OF
 PN0663'CENTERLINE OF ST., 2.0 FT. SOUTH OF THE NORTH FACE OF CURB, A 5/8 INCH
 PN0663'DIAMETER COPPER COATED STEEL ROD, 8 FT. LONG.
 PN0663
 PN0663                          STATION RECOVERY (1990)
 PN0663
 PN0663'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 PN0663'MARK NOT FOUND.
 PN0663
 PN0663                          STATION RECOVERY (2012)
 PN0663
 PN0663'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (TMK)
 PN0663'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0238 ***********************************************************************
 ON0238  DESIGNATION -  196 BOLT
 ON0238  PID         -  ON0238
 ON0238  STATE/COUNTY-  WI/VERNON
 ON0238  COUNTRY     -  US
 ON0238  USGS QUAD   -  STODDARD (2018)
 ON0238
 ON0238                         *CURRENT SURVEY CONTROL
 ON0238  ______________________________________________________________________
 ON0238* NAD 83(1986) POSITION- 43 43 07.     (N) 091 12 18.     (W)   SCALED
 ON0238* NAVD 88 ORTHO HEIGHT -   195.942 (meters)      642.85  (feet) ADJUSTED
 ON0238  ______________________________________________________________________
 ON0238  GEOID HEIGHT    -        -31.808 (meters)                     GEOID18
 ON0238  DYNAMIC HEIGHT  -        195.902 (meters)      642.72  (feet) COMP
 ON0238  MODELED GRAVITY -    980,411.4   (mgal)                       NAVD 88
 ON0238
 ON0238  VERT ORDER      -  SECOND    CLASS 0
 ON0238
 ON0238.The horizontal coordinates were scaled from a map and have
 ON0238.an estimated accuracy of +/- 6 seconds.
 ON0238
 ON0238.The orthometric height was determined by differential leveling and
 ON0238.adjusted by the NATIONAL GEODETIC SURVEY
 ON0238.in June 1991.
 ON0238
 ON0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0238.GEOID18 height accuracy estimate available here.
 ON0238
 ON0238.Click photographs - Photos may exist for this station.
 ON0238
 ON0238.The dynamic height is computed by dividing the NAVD 88
 ON0238.geopotential number by the normal gravity value computed on the
 ON0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0238.degrees latitude (g = 980.6199 gals.).
 ON0238
 ON0238.The modeled gravity was interpolated from observed gravity values.
 ON0238
 ON0238;                    North         East    Units  Estimated Accuracy
 ON0238;SPC WI S     -   191,630.      502,900.      MT  (+/- 180 meters Scaled)
 ON0238
 ON0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ445421(NAD 83)
 ON0238
 ON0238                          SUPERSEDED SURVEY CONTROL
 ON0238
 ON0238  NGVD 29 (??/??/92)  195.87   (m)          642.6    (f) COMPUTED    2 0
 ON0238
 ON0238.Superseded values are not recommended for survey control.
 ON0238
 ON0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0238.See file dsdata.pdf to determine how the superseded data were derived.
 ON0238
 ON0238_MARKER: B = BOLT
 ON0238_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ON0238_SP_SET: SQUARE TILE
 ON0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0238
 ON0238  HISTORY     - Date     Condition        Report By
 ON0238  HISTORY     - UNK      MONUMENTED       MRC
 ON0238  HISTORY     - 1970     GOOD             NGS
 ON0238
 ON0238                          STATION DESCRIPTION
 ON0238
 ON0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0238'4 MI N FROM STODDARD.
 ON0238'ABOUT 4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ON0238'RAILROAD FROM THE STATION AT STODDARD, VERNON COUNTY, ABOUT 1/2
 ON0238'MILE SOUTH OF THE AIM. SCHULTZ HOUSE AND SALOON, ABOUT 870
 ON0238'FEET NORTH OF MILEPOST 140, AT A PRIVATE-ROAD CROSSING, 21 FEET
 ON0238'SOUTH OF A GATE, AND 2 FEET EAST OF EAST FENCE.  THE TOP OF A
 ON0238'COPPER BOLT LEADED IN A TILE 18 INCHES SQUARE AND SET ABOUT 3
 ON0238'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 ON0238'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8306 ***********************************************************************
 DH8306  DESIGNATION -  1D01
 DH8306  PID         -  DH8306
 DH8306  STATE/COUNTY-  WI/GRANT
 DH8306  COUNTRY     -  US
 DH8306  USGS QUAD   -  BRODTVILLE (2018)
 DH8306
 DH8306                         *CURRENT SURVEY CONTROL
 DH8306  ______________________________________________________________________
 DH8306* NAD 83(1986) POSITION- 42 58 59.88   (N) 091 02 26.65   (W)   HD_HELD1
 DH8306* NAVD 88 ORTHO HEIGHT -   202.106 (meters)      663.08  (feet) ADJUSTED
 DH8306  ______________________________________________________________________
 DH8306  GEOID HEIGHT    -        -31.883 (meters)                     GEOID18
 DH8306  DYNAMIC HEIGHT  -        202.053 (meters)      662.90  (feet) COMP
 DH8306  MODELED GRAVITY -    980,352.6   (mgal)                       NAVD 88
 DH8306
 DH8306  VERT ORDER      -  SECOND    CLASS I
 DH8306
 DH8306.The horizontal coordinates were determined by differentially corrected
 DH8306.hand held GPS observations or other comparable positioning techniques
 DH8306.and have an estimated accuracy of +/- 3 meters.
 DH8306
 DH8306.The orthometric height was determined by differential leveling and
 DH8306.adjusted by the WI DEPT OF TRANSP
 DH8306.in May 2012.
 DH8306
 DH8306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8306.GEOID18 height accuracy estimate available here.
 DH8306
 DH8306.Click photographs - Photos may exist for this station.
 DH8306
 DH8306.The dynamic height is computed by dividing the NAVD 88
 DH8306.geopotential number by the normal gravity value computed on the
 DH8306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8306.degrees latitude (g = 980.6199 gals.).
 DH8306
 DH8306.The modeled gravity was interpolated from observed gravity values.
 DH8306
 DH8306;                    North         East    Units  Estimated Accuracy
 DH8306;SPC WI S     -   109,765.0     515,120.1     MT  (+/- 3 meters HH1 GPS) 
 DH8306
 DH8306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5974160822(NAD 83)
 DH8306
 DH8306                          SUPERSEDED SURVEY CONTROL
 DH8306
 DH8306  NAVD 88 (04/20/07)  202.101  (m)          663.06   (f) SUPERSEDED  2 1
 DH8306
 DH8306.Superseded values are not recommended for survey control.
 DH8306
 DH8306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8306.See file dsdata.pdf to determine how the superseded data were derived.
 DH8306
 DH8306_MARKER: DD = SURVEY DISK
 DH8306_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8306_SP_SET: BRIDGE PARAPET
 DH8306_STAMPING: 1D01 2004
 DH8306_MARK LOGO: WIDT
 DH8306_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8306+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DH8306
 DH8306  HISTORY     - Date     Condition        Report By
 DH8306  HISTORY     - 2004     MONUMENTED       WIDT
 DH8306  HISTORY     - 20071029 GOOD             WIDT
 DH8306
 DH8306                          STATION DESCRIPTION
 DH8306
 DH8306'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8306'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8306'STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE HIGHWAY 35 WITH
 DH8306'COUNTY HIGHWAY C ABOUT 5 MI (8.05 KM) SOUTHEAST OF THE CITY OF PRAIRIE
 DH8306'DU CHIEN, GO SOUTH ON US HIGHWAY 18 AND STATE HIGHWAY 35 FOR 0.8 MI
 DH8306'(1.29 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8306'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8306'DISK SET IN THE SOUTH END OF THE EAST PARAPET ABOUT LEVEL WITH THE
 DH8306'HIGHWAY PAVEMENT.  THE STATION IS 7.1 M (23.3 FT) NORTHEAST OF THE
 DH8306'CENTERLINE OF US HIGHWAY 18 AND STATE HIGHWAY 35 NORTH, 56.0 M (183.7
 DH8306'FT) NORTHWEST OF THE SOUTH END OF THE EAST GUARDRAIL AND 1.1 M (3.6
 DH8306'FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.---NOTE---THIS STATION
 DH8306'IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO ALL QUADRANTS BEING
 DH8306'BLOCKED HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
 DH8306
 DH8306                          STATION RECOVERY (2007)
 DH8306
 DH8306'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8307 ***********************************************************************
 DH8307  DESIGNATION -  1D02
 DH8307  PID         -  DH8307
 DH8307  STATE/COUNTY-  WI/GRANT
 DH8307  COUNTRY     -  US
 DH8307  USGS QUAD   -  BLOOMINGTON (2018)
 DH8307
 DH8307                         *CURRENT SURVEY CONTROL
 DH8307  ______________________________________________________________________
 DH8307* NAD 83(1986) POSITION- 42 58 32.41   (N) 090 59 34.47   (W)   HD_HELD1
 DH8307* NAVD 88 ORTHO HEIGHT -   242.238 (meters)      794.74  (feet) ADJUSTED
 DH8307  ______________________________________________________________________
 DH8307  GEOID HEIGHT    -        -31.984 (meters)                     GEOID18
 DH8307  DYNAMIC HEIGHT  -        242.173 (meters)      794.53  (feet) COMP
 DH8307  MODELED GRAVITY -    980,346.0   (mgal)                       NAVD 88
 DH8307
 DH8307  VERT ORDER      -  SECOND    CLASS I
 DH8307
 DH8307.The horizontal coordinates were determined by differentially corrected
 DH8307.hand held GPS observations or other comparable positioning techniques
 DH8307.and have an estimated accuracy of +/- 3 meters.
 DH8307
 DH8307.The orthometric height was determined by differential leveling and
 DH8307.adjusted by the WI DEPT OF TRANSP
 DH8307.in May 2012.
 DH8307
 DH8307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8307.GEOID18 height accuracy estimate available here.
 DH8307
 DH8307.Click photographs - Photos may exist for this station.
 DH8307
 DH8307.The dynamic height is computed by dividing the NAVD 88
 DH8307.geopotential number by the normal gravity value computed on the
 DH8307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8307.degrees latitude (g = 980.6199 gals.).
 DH8307
 DH8307.The modeled gravity was interpolated from observed gravity values.
 DH8307
 DH8307;                    North         East    Units  Estimated Accuracy
 DH8307;SPC WI S     -   108,869.9     519,010.5     MT  (+/- 3 meters HH1 GPS) 
 DH8307
 DH8307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6366160067(NAD 83)
 DH8307
 DH8307                          SUPERSEDED SURVEY CONTROL
 DH8307
 DH8307  NAVD 88 (04/20/07)  242.233  (m)          794.73   (f) SUPERSEDED  2 1
 DH8307
 DH8307.Superseded values are not recommended for survey control.
 DH8307
 DH8307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8307.See file dsdata.pdf to determine how the superseded data were derived.
 DH8307
 DH8307_MARKER: DD = SURVEY DISK
 DH8307_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8307_SP_SET: BRIDGE ABUTMENT
 DH8307_STAMPING: 1D02 2004
 DH8307_MARK LOGO: WIDT
 DH8307_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8307+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DH8307
 DH8307  HISTORY     - Date     Condition        Report By
 DH8307  HISTORY     - 2004     MONUMENTED       WIDT
 DH8307  HISTORY     - 20071029 GOOD             WIDT
 DH8307
 DH8307                          STATION DESCRIPTION
 DH8307
 DH8307'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8307'OWNERSHIP--WISCONSIN DEPRATMENT OF TRANSPORTATION.  TO REACH THE
 DH8307'STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE HIGHWAY 35 NORTH
 DH8307'WITH COUNTY HIGHWAY P ABOUT 10 MI (16.09 KM) SOUTHEAST OF THE CITY OF
 DH8307'PRAIRIE DU CHIEN, GO NORTHWEST ON US HIGHWAY 18 AND US HIGHWAY 35
 DH8307'NORTH FOR 1.8 MI (2.9 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 DH8307'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8307'CONTROL STATION DISK SET IN THE ABUTMENT OF A SMALL BRIDGE ABOUT LEVEL
 DH8307'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.0 M (23.0 FT) EAST OF THE
 DH8307'CENTERLINE OF US HIGHWAY 18 AND STATE HIGHWAY 35, 45 M (147.6 FT)
 DH8307'NORTH OF THE CITY OF HICKLIN HOLLOW ROAD AND 1.5 M (4.9 FT) WEST OF A
 DH8307'WHITE PLASTIC WITNESS POST.---NOTE---THIS STATION HAS NO VISIBLE
 DH8307'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH8307
 DH8307                          STATION RECOVERY (2007)
 DH8307
 DH8307'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8307'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE SOUTH END OF
 DH8307'THE EAST PARAPET 16 CM ABOVE HIGHWAY LEVEL AND 1.4 M NORTH OF A WHITE
 DH8307'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8308 ***********************************************************************
 DH8308  DESIGNATION -  1D03
 DH8308  PID         -  DH8308
 DH8308  STATE/COUNTY-  WI/GRANT
 DH8308  COUNTRY     -  US
 DH8308  USGS QUAD   -  BLOOMINGTON (2018)
 DH8308
 DH8308                         *CURRENT SURVEY CONTROL
 DH8308  ______________________________________________________________________
 DH8308* NAD 83(1986) POSITION- 42 57 08.87   (N) 090 58 18.70   (W)   HD_HELD1
 DH8308* NAVD 88 ORTHO HEIGHT -   350.007 (meters)     1148.31  (feet) ADJUSTED
 DH8308  ______________________________________________________________________
 DH8308  GEOID HEIGHT    -        -32.007 (meters)                     GEOID18
 DH8308  DYNAMIC HEIGHT  -        349.913 (meters)     1148.01  (feet) COMP
 DH8308  MODELED GRAVITY -    980,341.8   (mgal)                       NAVD 88
 DH8308
 DH8308  VERT ORDER      -  SECOND    CLASS I
 DH8308
 DH8308.The horizontal coordinates were determined by differentially corrected
 DH8308.hand held GPS observations or other comparable positioning techniques
 DH8308.and have an estimated accuracy of +/- 3 meters.
 DH8308
 DH8308.The orthometric height was determined by differential leveling and
 DH8308.adjusted by the WI DEPT OF TRANSP
 DH8308.in May 2012.
 DH8308
 DH8308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8308.GEOID18 height accuracy estimate available here.
 DH8308
 DH8308.Click photographs - Photos may exist for this station.
 DH8308
 DH8308.The dynamic height is computed by dividing the NAVD 88
 DH8308.geopotential number by the normal gravity value computed on the
 DH8308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8308.degrees latitude (g = 980.6199 gals.).
 DH8308
 DH8308.The modeled gravity was interpolated from observed gravity values.
 DH8308
 DH8308;                    North         East    Units  Estimated Accuracy
 DH8308;SPC WI S     -   106,272.0     520,697.2     MT  (+/- 3 meters HH1 GPS) 
 DH8308
 DH8308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6544057531(NAD 83)
 DH8308
 DH8308                          SUPERSEDED SURVEY CONTROL
 DH8308
 DH8308  NAVD 88 (04/20/07)  350.002  (m)         1148.30   (f) SUPERSEDED  2 1
 DH8308
 DH8308.Superseded values are not recommended for survey control.
 DH8308
 DH8308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8308.See file dsdata.pdf to determine how the superseded data were derived.
 DH8308
 DH8308_MARKER: DD = SURVEY DISK
 DH8308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8308_STAMPING: 1D03 2004
 DH8308_MARK LOGO: WIDT
 DH8308_PROJECTION: FLUSH
 DH8308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8308+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2009
 DH8308
 DH8308  HISTORY     - Date     Condition        Report By
 DH8308  HISTORY     - 2003     MONUMENTED       WIDT
 DH8308  HISTORY     - 20071029 GOOD             WIDT
 DH8308  HISTORY     - 20090726 GOOD             GEOCAC
 DH8308
 DH8308                          STATION DESCRIPTION
 DH8308
 DH8308'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8308'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8308'LOCATED AT THE JUNCTION OF US HIGHWAY 18 AND STATE HIGHWAY 133 NORTH
 DH8308'WITH STATE HIGHWAY 35 SOUTH AND STATE HIGHWAY 133 SOUTH ABOUT 10 MI
 DH8308'(16.09 KM) SOUTHEAST OF THE CITY OF PRAIRIE DU CHIEN, THE STATION IS
 DH8308'LOCATED IN THE SOUTHEAST QUADRANT.  THE STATION IS A BRONZE WISCONSIN
 DH8308'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8308'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 2 M (6.6 FT) ABOVE
 DH8308'THE HIGHWAY PAVEMENT.  THE STATION IS 16.9 M (55.4 FT) SOUTH OF THE
 DH8308'CENTERLINE OF THE EAST BOUND LANES OF US HIGHWAY 18 AND STATE HIGHWAY
 DH8308'133 NORTH, 55.0 M (180.4 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DH8308'35 AND STATE HIGHWAY 133 SOUTH, 23.5 M (77.1 FT) WEST OF TELEPHONE
 DH8308'PEDESTAL --7000 37--, 7 M (23.0 FT) NORTH OF A CULTIVATED FIELD, 1.0 M
 DH8308'(3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT)
 DH8308'SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTHEAST
 DH8308'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8308'VISIBLE OSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DH8308'HORIZON.
 DH8308
 DH8308                          STATION RECOVERY (2007)
 DH8308
 DH8308'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8308'RECOVERED IN GOOD CONDITION.
 DH8308
 DH8308                          STATION RECOVERY (2009)
 DH8308
 DH8308'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 DH8308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8309 ***********************************************************************
 DH8309  DESIGNATION -  1D04
 DH8309  PID         -  DH8309
 DH8309  STATE/COUNTY-  WI/GRANT
 DH8309  COUNTRY     -  US
 DH8309  USGS QUAD   -  BLOOMINGTON (2018)
 DH8309
 DH8309                         *CURRENT SURVEY CONTROL
 DH8309  ______________________________________________________________________
 DH8309* NAD 83(1986) POSITION- 42 57 54.37   (N) 090 54 18.99   (W)   HD_HELD1
 DH8309* NAVD 88 ORTHO HEIGHT -   354.257 (meters)     1162.26  (feet) ADJUSTED
 DH8309  ______________________________________________________________________
 DH8309  GEOID HEIGHT    -        -32.180 (meters)                     GEOID18
 DH8309  DYNAMIC HEIGHT  -        354.160 (meters)     1161.94  (feet) COMP
 DH8309  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 DH8309
 DH8309  VERT ORDER      -  SECOND    CLASS I
 DH8309
 DH8309.The horizontal coordinates were determined by differentially corrected
 DH8309.hand held GPS observations or other comparable positioning techniques
 DH8309.and have an estimated accuracy of +/- 3 meters.
 DH8309
 DH8309.The orthometric height was determined by differential leveling and
 DH8309.adjusted by the WI DEPT OF TRANSP
 DH8309.in May 2012.
 DH8309
 DH8309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8309.GEOID18 height accuracy estimate available here.
 DH8309
 DH8309.Click photographs - Photos may exist for this station.
 DH8309
 DH8309.The dynamic height is computed by dividing the NAVD 88
 DH8309.geopotential number by the normal gravity value computed on the
 DH8309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8309.degrees latitude (g = 980.6199 gals.).
 DH8309
 DH8309.The modeled gravity was interpolated from observed gravity values.
 DH8309
 DH8309;                    North         East    Units  Estimated Accuracy
 DH8309;SPC WI S     -   107,614.8     526,145.5     MT  (+/- 3 meters HH1 GPS) 
 DH8309
 DH8309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7083659068(NAD 83)
 DH8309
 DH8309                          SUPERSEDED SURVEY CONTROL
 DH8309
 DH8309  NAVD 88 (04/20/07)  354.252  (m)         1162.24   (f) SUPERSEDED  2 1
 DH8309
 DH8309.Superseded values are not recommended for survey control.
 DH8309
 DH8309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8309.See file dsdata.pdf to determine how the superseded data were derived.
 DH8309
 DH8309_MARKER: DD = SURVEY DISK
 DH8309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8309_STAMPING: 1D04 2004
 DH8309_MARK LOGO: WIDT
 DH8309_PROJECTION: FLUSH
 DH8309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8309+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DH8309
 DH8309  HISTORY     - Date     Condition        Report By
 DH8309  HISTORY     - 2004     MONUMENTED       WIDT
 DH8309  HISTORY     - 20071029 GOOD             WIDT
 DH8309
 DH8309                          STATION DESCRIPTION
 DH8309
 DH8309'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8309'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8309'STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE HIGHWAY 133 SOUTH
 DH8309'WITH STATE HIGHWAY 133 NORTH ABOUT 11 MI (17.7 KM) WEST OF THE CITY OF
 DH8309'FENNIMORE, GO EAST ON US HIGHWAY 18 FOR 2.2 MI (3.54 KM) TO KIES LANE
 DH8309'ON THE RIGHT AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8309'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8309'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8309'THE HIGHWAY PAVEMENT.  THE STATION IS 29.6 M (97.1 FT) NORTH OF THE
 DH8309'CENTERLINE OF US HIGHWAY 18, 34 M (111.5 FT) WEST OF THE CENTERLINE OF
 DH8309'KIES LANE, 32.0 M (105.0 FT) NORTHWEST OF A WOOD POST FOR A --STOP--
 DH8309'SIGN, 30.8 M (101.0 FT) SOUTHWEST OF A TELEPHONE PEDESTAL --7000 14
 DH8309'1--, 1.4 M (4.6 FT) SOUTH OF A METAL --R/W-- POST, 1.0 M (3.3 FT)
 DH8309'NORTHEAST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) NORTHWEST OF
 DH8309'A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTH OF A WHITE
 DH8309'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8309'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8309
 DH8309                          STATION RECOVERY (2007)
 DH8309
 DH8309'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8309'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 15.0 M
 DH8309'EAST-NORTHEAST OF A YELLOW PLASTIC 4X4 RIGHT-OF-WAY POST.  ---NOTE---
 DH8309'IN THE 2004 DESCRIPTION, FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE
 DH8309'HIGHWAY 133 NORTH, GO EAST (NOT WEST) ON US HIGHWAY 18 FOR 2.2 MILES
 DH8309'TO KIES LANE ON THE RIGHT AND THE STATION ON THE RIGHT (NOT LEFT).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8248 ***********************************************************************
 DH8248  DESIGNATION -  1D05
 DH8248  PID         -  DH8248
 DH8248  STATE/COUNTY-  WI/GRANT
 DH8248  COUNTRY     -  US
 DH8248  USGS QUAD   -  MOUNT HOPE (2018)
 DH8248
 DH8248                         *CURRENT SURVEY CONTROL
 DH8248  ______________________________________________________________________
 DH8248* NAD 83(1986) POSITION- 42 58 25.4    (N) 090 46 35.2    (W)   HD_HELD2
 DH8248* NAVD 88 ORTHO HEIGHT -   359.027 (meters)     1177.91  (feet) ADJUSTED
 DH8248  ______________________________________________________________________
 DH8248  GEOID HEIGHT    -        -32.469 (meters)                     GEOID18
 DH8248  DYNAMIC HEIGHT  -        358.932 (meters)     1177.60  (feet) COMP
 DH8248  MODELED GRAVITY -    980,344.8   (mgal)                       NAVD 88
 DH8248
 DH8248  VERT ORDER      -  SECOND    CLASS I
 DH8248
 DH8248.The horizontal coordinates were established by autonomous hand held GPS
 DH8248.observations and have an estimated accuracy of +/- 10 meters.
 DH8248
 DH8248.The orthometric height was determined by differential leveling and
 DH8248.adjusted by the WI DEPT OF TRANSP
 DH8248.in May 2012.
 DH8248
 DH8248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8248.GEOID18 height accuracy estimate available here.
 DH8248
 DH8248.Click photographs - Photos may exist for this station.
 DH8248
 DH8248.The dynamic height is computed by dividing the NAVD 88
 DH8248.geopotential number by the normal gravity value computed on the
 DH8248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8248.degrees latitude (g = 980.6199 gals.).
 DH8248
 DH8248.The modeled gravity was interpolated from observed gravity values.
 DH8248
 DH8248;                    North         East    Units  Estimated Accuracy
 DH8248;SPC WI S     -   108,466.      536,664.      MT  (+/- 10 meters HH2 GPS)
 DH8248
 DH8248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8131860295(NAD 83)
 DH8248
 DH8248                          SUPERSEDED SURVEY CONTROL
 DH8248
 DH8248  NAVD 88 (04/20/07)  359.022  (m)         1177.89   (f) SUPERSEDED  2 1
 DH8248
 DH8248.Superseded values are not recommended for survey control.
 DH8248
 DH8248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8248.See file dsdata.pdf to determine how the superseded data were derived.
 DH8248
 DH8248_MARKER: DD = SURVEY DISK
 DH8248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8248_STAMPING: 1D05 2004
 DH8248_MARK LOGO: WIDT
 DH8248_PROJECTION: FLUSH
 DH8248_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8248+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DH8248
 DH8248  HISTORY     - Date     Condition        Report By
 DH8248  HISTORY     - 2004     MONUMENTED       WIDT
 DH8248  HISTORY     - 20071029 GOOD             WIDT
 DH8248
 DH8248                          STATION DESCRIPTION
 DH8248
 DH8248'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8248'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8248'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH COUNTY HIGHWAY K NORTH
 DH8248'ABOUT 6 MI (9.66 KM) WEST OF THE CITY OF FENNIMORE, GO WEST ON US
 DH8248'HIGHWAY 18 FOR 0.6 MI (0.97 KM) TO THE STATION ON THE LEFT.  THE
 DH8248'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8248'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8248'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8248'28.7 M (94.2 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY 18, 23.7 M
 DH8248'(77.8 FT) SOUTHWEST OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN, 2 M
 DH8248'(6.6 FT) NORTH OF A CULTIVATED FIELD, 1.2 M (3.9 FT) NORTH OF A 4X4
 DH8248'PLASTIC R/W POST, 0.15 M (0.5 FT) EAST OF PRIVATE ENTRANCE --7208--,
 DH8248'1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0 M
 DH8248'(3.3 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8248'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8248'ABOVE THE HORIZON.
 DH8248
 DH8248                          STATION RECOVERY (2007)
 DH8248
 DH8248'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8248'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.05 MILE WEST OF
 DH8248'PRIVATE ENTRANCE --7115 AND 7119--.  ---NOTE--- THE STATION IS
 DH8248'APPROXIMATELY 4 M ABOVE HIGHWAY LEVEL AND THE MONUMENT IS RECESSED 15
 DH8248'CM BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8234 ***********************************************************************
 DH8234  DESIGNATION -  1E01
 DH8234  PID         -  DH8234
 DH8234  STATE/COUNTY-  WI/GRANT
 DH8234  COUNTRY     -  US
 DH8234  USGS QUAD   -  KIELER (2018)
 DH8234
 DH8234                         *CURRENT SURVEY CONTROL
 DH8234  ______________________________________________________________________
 DH8234* NAD 83(1986) POSITION- 42 35 18.2    (N) 090 33 59.1    (W)   HD_HELD2
 DH8234* NAVD 88 ORTHO HEIGHT -   298.136 (meters)      978.13  (feet) ADJUSTED
 DH8234  ______________________________________________________________________
 DH8234  GEOID HEIGHT    -        -32.728 (meters)                     GEOID18
 DH8234  DYNAMIC HEIGHT  -        298.044 (meters)      977.83  (feet) COMP
 DH8234  MODELED GRAVITY -    980,302.4   (mgal)                       NAVD 88
 DH8234
 DH8234  VERT ORDER      -  SECOND    CLASS I
 DH8234
 DH8234.The horizontal coordinates were established by autonomous hand held GPS
 DH8234.observations and have an estimated accuracy of +/- 10 meters.
 DH8234
 DH8234.The orthometric height was determined by differential leveling and
 DH8234.adjusted by the WI DEPT OF TRANSP
 DH8234.in May 2012.
 DH8234
 DH8234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8234.GEOID18 height accuracy estimate available here.
 DH8234
 DH8234.Click photographs - Photos may exist for this station.
 DH8234
 DH8234.The dynamic height is computed by dividing the NAVD 88
 DH8234.geopotential number by the normal gravity value computed on the
 DH8234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8234.degrees latitude (g = 980.6199 gals.).
 DH8234
 DH8234.The modeled gravity was interpolated from observed gravity values.
 DH8234
 DH8234;                    North         East    Units  Estimated Accuracy
 DH8234;SPC WI S     -    65,524.      553,506.      MT  (+/- 10 meters HH2 GPS)
 DH8234
 DH8234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9968117978(NAD 83)
 DH8234
 DH8234                          SUPERSEDED SURVEY CONTROL
 DH8234
 DH8234  NAVD 88 (04/20/07)  298.133  (m)          978.12   (f) SUPERSEDED  2 1
 DH8234
 DH8234.Superseded values are not recommended for survey control.
 DH8234
 DH8234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8234.See file dsdata.pdf to determine how the superseded data were derived.
 DH8234
 DH8234_MARKER: DD = SURVEY DISK
 DH8234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8234_STAMPING: 1E01 2004
 DH8234_MARK LOGO: WIDT
 DH8234_PROJECTION: FLUSH
 DH8234_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8234+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 DH8234
 DH8234  HISTORY     - Date     Condition        Report By
 DH8234  HISTORY     - 2004     MONUMENTED       WIDT
 DH8234  HISTORY     - 20071022 GOOD             WIDT
 DH8234
 DH8234                          STATION DESCRIPTION
 DH8234
 DH8234'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8234'OWNERSHIP--TOWNSHIP OF JAMESTOWN.  TO REACH THE STATION FROM THE
 DH8234'JUNCTION OF US HIGHWAY 61, US HIGHWAY 151 AND STATE HIGHWAY 35 WITH
 DH8234'COUNTY HIGHWAY H ABOUT 3 MI (4.83 KM) SOUTH OF THE VILLAGE OF
 DH8234'DICKEYVILLE, GO EAST ON COUNTY HIGHWAY H FOR 1.85 MI (2.98 KM) TO
 DH8234'SHOESTRING ROAD ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION
 DH8234'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8234'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH8234'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.4 M (30.8 FT)
 DH8234'EAST OF THE CENTERLINE OF SHOESTRING ROAD, 29.1 M (95.5 FT) NORTH OF
 DH8234'THE CENTERLINE OF COUNTY HIGHWAY H, 18.3 M (60.0 FT) NORTHEAST OF A
 DH8234'WOOD POST FOR A --STOP-- SIGN, 1.3 M (4.3 FT) WEST OF A BARBED WIRE
 DH8234'FENCE, 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3
 DH8234'FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT)
 DH8234'NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION
 DH8234'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8234'HORIZON.
 DH8234
 DH8234                          STATION RECOVERY (2007)
 DH8234
 DH8234'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8234'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9.1 M NORTH OF A
 DH8234'CORNER WOOD FENCE POST WITH A METAL BRACE AND 8.5 M NORTH OF A METAL
 DH8234'--COUNTY H SHOESTRING RD-- STREET SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8233 ***********************************************************************
 DH8233  DESIGNATION -  1E02
 DH8233  PID         -  DH8233
 DH8233  STATE/COUNTY-  WI/GRANT
 DH8233  COUNTRY     -  US
 DH8233  USGS QUAD   -  KIELER (2018)
 DH8233
 DH8233                         *CURRENT SURVEY CONTROL
 DH8233  ______________________________________________________________________
 DH8233* NAD 83(1986) POSITION- 42 35 35.3    (N) 090 32 11.0    (W)   HD_HELD2
 DH8233* NAVD 88 ORTHO HEIGHT -   304.323 (meters)      998.43  (feet) ADJUSTED
 DH8233  ______________________________________________________________________
 DH8233  GEOID HEIGHT    -        -32.764 (meters)                     GEOID18
 DH8233  DYNAMIC HEIGHT  -        304.227 (meters)      998.12  (feet) COMP
 DH8233  MODELED GRAVITY -    980,298.7   (mgal)                       NAVD 88
 DH8233
 DH8233  VERT ORDER      -  SECOND    CLASS I
 DH8233
 DH8233.The horizontal coordinates were established by autonomous hand held GPS
 DH8233.observations and have an estimated accuracy of +/- 10 meters.
 DH8233
 DH8233.The orthometric height was determined by differential leveling and
 DH8233.adjusted by the WI DEPT OF TRANSP
 DH8233.in May 2012.
 DH8233
 DH8233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8233.GEOID18 height accuracy estimate available here.
 DH8233
 DH8233.Click photographs - Photos may exist for this station.
 DH8233
 DH8233.The dynamic height is computed by dividing the NAVD 88
 DH8233.geopotential number by the normal gravity value computed on the
 DH8233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8233.degrees latitude (g = 980.6199 gals.).
 DH8233
 DH8233.The modeled gravity was interpolated from observed gravity values.
 DH8233
 DH8233;                    North         East    Units  Estimated Accuracy
 DH8233;SPC WI S     -    66,035.      555,974.      MT  (+/- 10 meters HH2 GPS)
 DH8233
 DH8233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0213018577(NAD 83)
 DH8233
 DH8233                          SUPERSEDED SURVEY CONTROL
 DH8233
 DH8233  NAVD 88 (04/20/07)  304.319  (m)          998.42   (f) SUPERSEDED  2 1
 DH8233
 DH8233.Superseded values are not recommended for survey control.
 DH8233
 DH8233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8233.See file dsdata.pdf to determine how the superseded data were derived.
 DH8233
 DH8233_MARKER: DD = SURVEY DISK
 DH8233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8233_STAMPING: 1E02 2004
 DH8233_MARK LOGO: WIDT
 DH8233_PROJECTION: FLUSH
 DH8233_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8233+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 DH8233
 DH8233  HISTORY     - Date     Condition        Report By
 DH8233  HISTORY     - 2003     MONUMENTED       WIDT
 DH8233  HISTORY     - 20071022 GOOD             WIDT
 DH8233
 DH8233                          STATION DESCRIPTION
 DH8233
 DH8233'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8233'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH8233'HIGHWAY 61, US HIGHWAY 151 AND STATE HIGHWAY 35 WITH COUNTY HIGHWAY H
 DH8233'ABOUT 3 MI (4.83 KM) SOUTH OF THE VILLAGE OF DICKEYVILLE, GO EAST ON
 DH8233'COUNTY HIGHWAY H FOR 3.3 MI (5.31 KM) TO COUNTY HIGHWAY Z ON THE
 DH8233'RIGHT, CONTINUE NORTH ON COUNTY HIGHWAY H FOR 0.4 MI (0.64 KM) TO THE
 DH8233'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8233'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8233'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8233'THE STATION IS 12.7 M (41.7 FT) WEST OF THE CENTERLINE OF COUNTY
 DH8233'HIGHWAY H, 47.9 M (157.2 FT) NORTHWEST OF POWERPOLE --1-1W-6 19/45--,
 DH8233'17 M (55.8 FT) SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE, 2 M (6.6
 DH8233'FT) EAST OF A CULTIVATED FIELD, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC
 DH8233'WITNESS POST, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST
 DH8233'AND 1.0 M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DH8233'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8233'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8233
 DH8233                          STATION RECOVERY (2007)
 DH8233
 DH8233'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8233'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.13 MILE SOUTH OF
 DH8233'MODEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8232 ***********************************************************************
 DH8232  DESIGNATION -  1E03
 DH8232  PID         -  DH8232
 DH8232  STATE/COUNTY-  WI/GRANT
 DH8232  COUNTRY     -  US
 DH8232  USGS QUAD   -  KIELER (2018)
 DH8232
 DH8232                         *CURRENT SURVEY CONTROL
 DH8232  ______________________________________________________________________
 DH8232* NAD 83(1986) POSITION- 42 36 37.6    (N) 090 31 09.2    (W)   HD_HELD2
 DH8232* NAVD 88 ORTHO HEIGHT -   288.734 (meters)      947.29  (feet) ADJUSTED
 DH8232  ______________________________________________________________________
 DH8232  GEOID HEIGHT    -        -32.789 (meters)                     GEOID18
 DH8232  DYNAMIC HEIGHT  -        288.643 (meters)      946.99  (feet) COMP
 DH8232  MODELED GRAVITY -    980,299.6   (mgal)                       NAVD 88
 DH8232
 DH8232  VERT ORDER      -  SECOND    CLASS I
 DH8232
 DH8232.The horizontal coordinates were established by autonomous hand held GPS
 DH8232.observations and have an estimated accuracy of +/- 10 meters.
 DH8232
 DH8232.The orthometric height was determined by differential leveling and
 DH8232.adjusted by the WI DEPT OF TRANSP
 DH8232.in May 2012.
 DH8232
 DH8232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8232.GEOID18 height accuracy estimate available here.
 DH8232
 DH8232.Click photographs - Photos may exist for this station.
 DH8232
 DH8232.The dynamic height is computed by dividing the NAVD 88
 DH8232.geopotential number by the normal gravity value computed on the
 DH8232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8232.degrees latitude (g = 980.6199 gals.).
 DH8232
 DH8232.The modeled gravity was interpolated from observed gravity values.
 DH8232
 DH8232;                    North         East    Units  Estimated Accuracy
 DH8232;SPC WI S     -    67,948.      557,395.      MT  (+/- 10 meters HH2 GPS)
 DH8232
 DH8232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0348220540(NAD 83)
 DH8232
 DH8232                          SUPERSEDED SURVEY CONTROL
 DH8232
 DH8232  NAVD 88 (04/20/07)  288.730  (m)          947.28   (f) SUPERSEDED  2 1
 DH8232
 DH8232.Superseded values are not recommended for survey control.
 DH8232
 DH8232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8232.See file dsdata.pdf to determine how the superseded data were derived.
 DH8232
 DH8232_MARKER: DD = SURVEY DISK
 DH8232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8232_STAMPING: 1E03 2004
 DH8232_MARK LOGO: WIDT
 DH8232_PROJECTION: FLUSH
 DH8232_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8232+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 DH8232
 DH8232  HISTORY     - Date     Condition        Report By
 DH8232  HISTORY     - 2003     MONUMENTED       WIDT
 DH8232  HISTORY     - 20071022 GOOD             WIDT
 DH8232
 DH8232                          STATION DESCRIPTION
 DH8232
 DH8232'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8232'OWNERSHIP--TOWNSHIP OF SMELSER.  TO REACH THE STATION FROM THE
 DH8232'JUNCTION OF COUNTY HIGHWAY H WITH COUNTY HIGHWAY D NORTH AND CENTER
 DH8232'ROAD, ABOUT 3 MI (4.83 KM) WEST OF THE CITY OF CUBA CITY, GO WEST ON
 DH8232'COUNTY HIGHWAY H FOR 1.75 MI (2.82 KM) TO QUARRY ROAD ON THE RIGHT,
 DH8232'TURN RIGHT AND GO NORTH ON QUARRY ROAD FOR 0.05 MI (0.08 KM) TO THE
 DH8232'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8232'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8232'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH8232'THE STATION IS 9.6 M (31.5 FT) EAST OF THE CENTERLINE OF QUARRY ROAD,
 DH8232'33.1 M (108.6 FT) SOUTHEAST OF POWERPOLE --7 29 A--, 24.5 M (80.4 FT)
 DH8232'SOUTH OF A YELLOW --R/W-- POST, 2 M (6.6 FT) WEST OF A CULTIVATED
 DH8232'FIELD, 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3
 DH8232'FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT)
 DH8232'NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION
 DH8232'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8232'HORIZON.
 DH8232
 DH8232                          STATION RECOVERY (2007)
 DH8232
 DH8232'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8232'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 27.0 M SOUTHEAST OF
 DH8232'THE TOP CENTER OF A GREEN ELECTRICAL BOX.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8231 ***********************************************************************
 DH8231  DESIGNATION -  1E04
 DH8231  PID         -  DH8231
 DH8231  STATE/COUNTY-  WI/GRANT
 DH8231  COUNTRY     -  US
 DH8231  USGS QUAD   -  CUBA CITY (2018)
 DH8231
 DH8231                         *CURRENT SURVEY CONTROL
 DH8231  ______________________________________________________________________
 DH8231* NAD 83(1986) POSITION- 42 36 34.9    (N) 090 27 15.6    (W)   HD_HELD2
 DH8231* NAVD 88 ORTHO HEIGHT -   306.066 (meters)     1004.15  (feet) ADJUSTED
 DH8231  ______________________________________________________________________
 DH8231  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 DH8231  DYNAMIC HEIGHT  -        305.970 (meters)     1003.84  (feet) COMP
 DH8231  MODELED GRAVITY -    980,298.1   (mgal)                       NAVD 88
 DH8231
 DH8231  VERT ORDER      -  SECOND    CLASS I
 DH8231
 DH8231.The horizontal coordinates were established by autonomous hand held GPS
 DH8231.observations and have an estimated accuracy of +/- 10 meters.
 DH8231
 DH8231.The orthometric height was determined by differential leveling and
 DH8231.adjusted by the WI DEPT OF TRANSP
 DH8231.in May 2012.
 DH8231
 DH8231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8231.GEOID18 height accuracy estimate available here.
 DH8231
 DH8231.Click photographs - Photos may exist for this station.
 DH8231
 DH8231.The dynamic height is computed by dividing the NAVD 88
 DH8231.geopotential number by the normal gravity value computed on the
 DH8231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8231.degrees latitude (g = 980.6199 gals.).
 DH8231
 DH8231.The modeled gravity was interpolated from observed gravity values.
 DH8231
 DH8231;                    North         East    Units  Estimated Accuracy
 DH8231;SPC WI S     -    67,834.      562,719.      MT  (+/- 10 meters HH2 GPS)
 DH8231
 DH8231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0880720614(NAD 83)
 DH8231
 DH8231                          SUPERSEDED SURVEY CONTROL
 DH8231
 DH8231  NAVD 88 (04/20/07)  306.061  (m)         1004.14   (f) SUPERSEDED  2 1
 DH8231
 DH8231.Superseded values are not recommended for survey control.
 DH8231
 DH8231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8231.See file dsdata.pdf to determine how the superseded data were derived.
 DH8231
 DH8231_MARKER: DD = SURVEY DISK
 DH8231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8231_STAMPING: 1E04 2004
 DH8231_MARK LOGO: WIDT
 DH8231_PROJECTION: FLUSH
 DH8231_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8231+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 DH8231
 DH8231  HISTORY     - Date     Condition        Report By
 DH8231  HISTORY     - 2003     MONUMENTED       WIDT
 DH8231  HISTORY     - 20071022 GOOD             WIDT
 DH8231
 DH8231                          STATION DESCRIPTION
 DH8231
 DH8231'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8231'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8231'STATE HIGHWAY 80 (MAIN STREET) WITH COUNTY HIGHWAY H (WEST ROOSEVELT
 DH8231'STREET) IN THE CITY OF CUBA CITY, GO WEST ON COUNTY HIGHWAY H
 DH8231'(ROOSEVELT STREET) FOR 1.2 MI (1.93 KM) TO THE STATION ON THE RIGHT.
 DH8231'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8231'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8231'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8231'STATION IS 13.2 M (43.3 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8231'H, 95 M (311.7 FT) WEST OF THE EXTENDED CENTERLINE OF A FIELD
 DH8231'ENTRANCE, 33.8 M (110.9 FT) NORTHWEST OF A POWERPOLE, 1 M (3.3 FT)
 DH8231'SOUTH OF A CULTIVATED FIELD, 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC
 DH8231'WITNESS POST, 1.0 M (3.3 FT) EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS
 DH8231'POST AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A WHITE PLASTIC WITNESS
 DH8231'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING 15
 DH8231'DEGREES ABOVE THE HORIZON.
 DH8231
 DH8231                          STATION RECOVERY (2007)
 DH8231
 DH8231'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8231'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.06 MILE EAST OF
 DH8231'SLAATS ROAD, 8.6 M WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DH8231'--673--, AND 6.9 M NORTH-NORTHWEST OF A --SLAATS RD-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8230 ***********************************************************************
 DH8230  DESIGNATION -  1E05
 DH8230  PID         -  DH8230
 DH8230  STATE/COUNTY-  WI/LAFAYETTE
 DH8230  COUNTRY     -  US
 DH8230  USGS QUAD   -  NEW DIGGINGS (2018)
 DH8230
 DH8230                         *CURRENT SURVEY CONTROL
 DH8230  ______________________________________________________________________
 DH8230* NAD 83(1986) POSITION- 42 34 18.5    (N) 090 21 17.1    (W)   HD_HELD2
 DH8230* NAVD 88 ORTHO HEIGHT -   239.850 (meters)      786.91  (feet) ADJUSTED
 DH8230  ______________________________________________________________________
 DH8230  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 DH8230  DYNAMIC HEIGHT  -        239.777 (meters)      786.67  (feet) COMP
 DH8230  MODELED GRAVITY -    980,311.9   (mgal)                       NAVD 88
 DH8230
 DH8230  VERT ORDER      -  SECOND    CLASS I
 DH8230
 DH8230.The horizontal coordinates were established by autonomous hand held GPS
 DH8230.observations and have an estimated accuracy of +/- 10 meters.
 DH8230
 DH8230.The orthometric height was determined by differential leveling and
 DH8230.adjusted by the WI DEPT OF TRANSP
 DH8230.in May 2012.
 DH8230
 DH8230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8230.GEOID18 height accuracy estimate available here.
 DH8230
 DH8230.Click photographs - Photos may exist for this station.
 DH8230
 DH8230.The dynamic height is computed by dividing the NAVD 88
 DH8230.geopotential number by the normal gravity value computed on the
 DH8230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8230.degrees latitude (g = 980.6199 gals.).
 DH8230
 DH8230.The modeled gravity was interpolated from observed gravity values.
 DH8230
 DH8230;                    North         East    Units  Estimated Accuracy
 DH8230;SPC WI S     -    63,585.      570,872.      MT  (+/- 10 meters HH2 GPS)
 DH8230
 DH8230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1710716658(NAD 83)
 DH8230
 DH8230                          SUPERSEDED SURVEY CONTROL
 DH8230
 DH8230  NAVD 88 (04/20/07)  239.843  (m)          786.88   (f) SUPERSEDED  2 1
 DH8230
 DH8230.Superseded values are not recommended for survey control.
 DH8230
 DH8230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8230.See file dsdata.pdf to determine how the superseded data were derived.
 DH8230
 DH8230_MARKER: DD = SURVEY DISK
 DH8230_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8230_SP_SET: BRIDGE ABUTMENT
 DH8230_STAMPING: 1E05 2004
 DH8230_MARK LOGO: WIDT
 DH8230_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8230+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2007
 DH8230
 DH8230  HISTORY     - Date     Condition        Report By
 DH8230  HISTORY     - 2003     MONUMENTED       WIDT
 DH8230  HISTORY     - 20070925 GOOD             WIDT
 DH8230
 DH8230                          STATION DESCRIPTION
 DH8230
 DH8230'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8230'OWNERSHIP--TOWN OF NEW DIGGINGS.  TO REACH THE STATION FROM THE
 DH8230'JUNCTION OF STATE HIGHWAY 11 WITH COUNTY HIGHWAY I NORTH AND BENNETT
 DH8230'ROAD ABOUT 6 MI (9.66 KM) WEST OF THE CITY OF SHULLSBURG, GO WEST ON
 DH8230'STATE HIGHWAY 11 FOR 0.7 MI (1.13 KM) TO HORSE SHOE BEND ROAD ON THE
 DH8230'RIGHT, TURN RIGHT AND GO NORTH-NORTHEAST ON HORSE SHOE BEND ROAD FOR
 DH8230'0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8230'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8230'DISK SET IN THE NORTH END OF THE WEST ABUTMENT OF A BRIDGE ABOUT LEVEL
 DH8230'WITH THE ROAD PAVEMENT.  THE STATION IS 4.3 M (14.1 FT) WEST OF THE
 DH8230'CENTERLINE OF HORSE SHOE BEND ROAD AND 4.1 M (13.5 FT) SOUTH-SOUTHWEST
 DH8230'OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO
 DH8230'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8230'HORIZON EXCEPT FOR A TREE TO THE NORTH EXTENDING TO 30 DEGREES ABOVE
 DH8230'THE HORIZON.
 DH8230
 DH8230                          STATION RECOVERY (2007)
 DH8230
 DH8230'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8230'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS SET IN THE TOP OF
 DH8230'THE WEST END OF THE NORTH BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8229 ***********************************************************************
 DH8229  DESIGNATION -  1E06
 DH8229  PID         -  DH8229
 DH8229  STATE/COUNTY-  WI/LAFAYETTE
 DH8229  COUNTRY     -  US
 DH8229  USGS QUAD   -  NEW DIGGINGS (2018)
 DH8229
 DH8229                         *CURRENT SURVEY CONTROL
 DH8229  ______________________________________________________________________
 DH8229* NAD 83(1986) POSITION- 42 33 57.3    (N) 090 19 40.2    (W)   HD_HELD2
 DH8229* NAVD 88 ORTHO HEIGHT -   233.426 (meters)      765.83  (feet) ADJUSTED
 DH8229  ______________________________________________________________________
 DH8229  GEOID HEIGHT    -        -32.955 (meters)                     GEOID18
 DH8229  DYNAMIC HEIGHT  -        233.356 (meters)      765.60  (feet) COMP
 DH8229  MODELED GRAVITY -    980,315.5   (mgal)                       NAVD 88
 DH8229
 DH8229  VERT ORDER      -  SECOND    CLASS I
 DH8229
 DH8229.The horizontal coordinates were established by autonomous hand held GPS
 DH8229.observations and have an estimated accuracy of +/- 10 meters.
 DH8229
 DH8229.The orthometric height was determined by differential leveling and
 DH8229.adjusted by the WI DEPT OF TRANSP
 DH8229.in May 2012.
 DH8229
 DH8229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8229.GEOID18 height accuracy estimate available here.
 DH8229
 DH8229.Click photographs - Photos may exist for this station.
 DH8229
 DH8229.The dynamic height is computed by dividing the NAVD 88
 DH8229.geopotential number by the normal gravity value computed on the
 DH8229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8229.degrees latitude (g = 980.6199 gals.).
 DH8229
 DH8229.The modeled gravity was interpolated from observed gravity values.
 DH8229
 DH8229;                    North         East    Units  Estimated Accuracy
 DH8229;SPC WI S     -    62,922.      573,080.      MT  (+/- 10 meters HH2 GPS)
 DH8229
 DH8229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1933716073(NAD 83)
 DH8229
 DH8229                          SUPERSEDED SURVEY CONTROL
 DH8229
 DH8229  NAVD 88 (04/20/07)  233.419  (m)          765.81   (f) SUPERSEDED  2 1
 DH8229
 DH8229.Superseded values are not recommended for survey control.
 DH8229
 DH8229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8229.See file dsdata.pdf to determine how the superseded data were derived.
 DH8229
 DH8229_MARKER: DD = SURVEY DISK
 DH8229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8229_SP_SET: BRIDGE WINGWALL
 DH8229_STAMPING: 1E06 2004
 DH8229_MARK LOGO: WIDT
 DH8229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8229+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2007
 DH8229
 DH8229  HISTORY     - Date     Condition        Report By
 DH8229  HISTORY     - 2003     MONUMENTED       WIDT
 DH8229  HISTORY     - 20070925 GOOD             WIDT
 DH8229
 DH8229                          STATION DESCRIPTION
 DH8229
 DH8229'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8229'OWNERSHIP--TOWN OF NEW DIGGINGS.  TO REACH THE STATION FROM THE
 DH8229'JUNCTION OF STATE HIGHWAY 11 WITH COUNTY HIGHWAY I NORTH AND BENNETT
 DH8229'ROAD ABOUT 6 MI (9.66 KM) WEST OF THE CITY OF SHULLSBURG, GO NORTH ON
 DH8229'COUNTY HIGHWAY I FOR 0.2 MI (0.32 KM) TO AETNA ROAD, TURN RIGHT AND GO
 DH8229'EAST ON AETNA ROAD FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT.
 DH8229'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8229'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTHWEST WINGWALL OF
 DH8229'A BRIDGE ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 4.2 M
 DH8229'(13.8 FT) NORTH OF THE CENTERLINE OF AETNA ROAD AND 4.9 M (16.1 FT)
 DH8229'EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8229'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8229'HORIZON.
 DH8229
 DH8229                          STATION RECOVERY (2007)
 DH8229
 DH8229'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8249 ***********************************************************************
 DH8249  DESIGNATION -  1E46
 DH8249  PID         -  DH8249
 DH8249  STATE/COUNTY-  WI/GRANT
 DH8249  COUNTRY     -  US
 DH8249  USGS QUAD   -  FENNIMORE (2018)
 DH8249
 DH8249                         *CURRENT SURVEY CONTROL
 DH8249  ______________________________________________________________________
 DH8249* NAD 83(1986) POSITION- 42 59 27.1    (N) 090 42 24.6    (W)   HD_HELD2
 DH8249* NAVD 88 ORTHO HEIGHT -   373.562 (meters)     1225.59  (feet) ADJUSTED
 DH8249  ______________________________________________________________________
 DH8249  GEOID HEIGHT    -        -32.643 (meters)                     GEOID18
 DH8249  DYNAMIC HEIGHT  -        373.458 (meters)     1225.25  (feet) COMP
 DH8249  MODELED GRAVITY -    980,331.6   (mgal)                       NAVD 88
 DH8249
 DH8249  VERT ORDER      -  SECOND    CLASS I
 DH8249
 DH8249.The horizontal coordinates were established by autonomous hand held GPS
 DH8249.observations and have an estimated accuracy of +/- 10 meters.
 DH8249
 DH8249.The orthometric height was determined by differential leveling and
 DH8249.adjusted by the WI DEPT OF TRANSP
 DH8249.in May 2012.
 DH8249
 DH8249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8249.GEOID18 height accuracy estimate available here.
 DH8249
 DH8249.Click photographs - Photos may exist for this station.
 DH8249
 DH8249.The dynamic height is computed by dividing the NAVD 88
 DH8249.geopotential number by the normal gravity value computed on the
 DH8249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8249.degrees latitude (g = 980.6199 gals.).
 DH8249
 DH8249.The modeled gravity was interpolated from observed gravity values.
 DH8249
 DH8249;                    North         East    Units  Estimated Accuracy
 DH8249;SPC WI S     -   110,320.      542,359.      MT  (+/- 10 meters HH2 GPS)
 DH8249
 DH8249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8694362351(NAD 83)
 DH8249
 DH8249                          SUPERSEDED SURVEY CONTROL
 DH8249
 DH8249  NAVD 88 (04/20/07)  373.557  (m)         1225.58   (f) SUPERSEDED  2 1
 DH8249
 DH8249.Superseded values are not recommended for survey control.
 DH8249
 DH8249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8249.See file dsdata.pdf to determine how the superseded data were derived.
 DH8249
 DH8249_MARKER: DD = SURVEY DISK
 DH8249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8249_SP_SET: CATTLE PASS WINGWALL
 DH8249_STAMPING: 1E46 2004
 DH8249_MARK LOGO: WIDT
 DH8249_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8249+STABILITY: SURFACE MOTION
 DH8249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8249+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2007
 DH8249
 DH8249  HISTORY     - Date     Condition        Report By
 DH8249  HISTORY     - 2004     MONUMENTED       WIDT
 DH8249  HISTORY     - 20071015 GOOD             WIDT
 DH8249
 DH8249                          STATION DESCRIPTION
 DH8249
 DH8249'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8249'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8249'STATION FROM THE JUNCTION OF US HIGHWAY 18 WEST (4TH STREET) WITH US
 DH8249'HIGHWAY 61 (LINCOLN AVENUE) IN THE CITY OF FENNIMORE, GO WEST ON US
 DH8249'HIGHWAY 18 (4TH STREET) FOR 1.6 MI (2.57 KM) TO PINE ROAD ON THE LEFT,
 DH8249'CONTINUE WEST ON US HIGHWAY 18 FOR 1.0 MI (1.61 KM) TO THE STATION ON
 DH8249'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8249'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8249'SOUTHEAST WINGWALL OF A CATTLE PASS.  THE STATION IS 16.7 M (54.8 FT)
 DH8249'SOUTHEAST OF THE CENTERLINE OF US HIGHWAY 18, 34.3 M (112.5 FT) EAST
 DH8249'OF A POWER POLE, 29.5 M (96.8 FT) SOUTH OF THE SOUTHERN MOST WOOD POST
 DH8249'FOR A --GAP SPRING VALLEY ROAD-- SIGN AND1.0 M SOUTHWEST OF A WHITE
 DH8249'PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8249'OBSERVATIONS DUE TO TREES FROM THE SOUTHWEST TO THE SOUTHEAST
 DH8249'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8249
 DH8249                          STATION RECOVERY (2007)
 DH8249
 DH8249'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8249'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.2 M NORTHEAST OF
 DH8249'AN UNSTAMPED ALUMINUM VERTICAL CONTROL DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8677 ***********************************************************************
 DH8677  DESIGNATION -  1E47
 DH8677  PID         -  DH8677
 DH8677  STATE/COUNTY-  WI/GRANT
 DH8677  COUNTRY     -  US
 DH8677  USGS QUAD   -  FENNIMORE (2018)
 DH8677
 DH8677                         *CURRENT SURVEY CONTROL
 DH8677  ______________________________________________________________________
 DH8677* NAD 83(1986) POSITION- 42 59 17.70   (N) 090 39 53.93   (W)   HD_HELD1
 DH8677* NAVD 88 ORTHO HEIGHT -   360.998 (meters)     1184.37  (feet) ADJUSTED
 DH8677  ______________________________________________________________________
 DH8677  GEOID HEIGHT    -        -32.734 (meters)                     GEOID18
 DH8677  DYNAMIC HEIGHT  -        360.895 (meters)     1184.04  (feet) COMP
 DH8677  MODELED GRAVITY -    980,325.6   (mgal)                       NAVD 88
 DH8677
 DH8677  VERT ORDER      -  SECOND    CLASS I
 DH8677
 DH8677.The horizontal coordinates were determined by differentially corrected
 DH8677.hand held GPS observations or other comparable positioning techniques
 DH8677.and have an estimated accuracy of +/- 3 meters.
 DH8677
 DH8677.The orthometric height was determined by differential leveling and
 DH8677.adjusted by the WI DEPT OF TRANSP
 DH8677.in May 2012.
 DH8677
 DH8677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8677.GEOID18 height accuracy estimate available here.
 DH8677
 DH8677.Click photographs - Photos may exist for this station.
 DH8677
 DH8677.The dynamic height is computed by dividing the NAVD 88
 DH8677.geopotential number by the normal gravity value computed on the
 DH8677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8677.degrees latitude (g = 980.6199 gals.).
 DH8677
 DH8677.The modeled gravity was interpolated from observed gravity values.
 DH8677
 DH8677;                    North         East    Units  Estimated Accuracy
 DH8677;SPC WI S     -   110,001.5     545,769.3     MT  (+/- 3 meters HH1 GPS) 
 DH8677
 DH8677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9036362155(NAD 83)
 DH8677
 DH8677                          SUPERSEDED SURVEY CONTROL
 DH8677
 DH8677  NAVD 88 (04/20/07)  360.992  (m)         1184.35   (f) SUPERSEDED  2 1
 DH8677
 DH8677.Superseded values are not recommended for survey control.
 DH8677
 DH8677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8677.See file dsdata.pdf to determine how the superseded data were derived.
 DH8677
 DH8677_MARKER: DD = SURVEY DISK
 DH8677_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8677_SP_SET: CATTLE PASS WINGWALL
 DH8677_STAMPING: 1E47 2004
 DH8677_MARK LOGO: WIDT
 DH8677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8677+STABILITY: SURFACE MOTION
 DH8677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8677+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DH8677
 DH8677  HISTORY     - Date     Condition        Report By
 DH8677  HISTORY     - 2004     MONUMENTED       WIDT
 DH8677  HISTORY     - 20071015 GOOD             WIDT
 DH8677  HISTORY     - 20191106 GOOD             WIDT
 DH8677
 DH8677                          STATION DESCRIPTION
 DH8677
 DH8677'DESCRIBED BY WI DEPT OF TRANSP 2004 (DHL)
 DH8677'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8677'STATION FROM THE JUNCTION OF US HIGHWAY 18 WEST (FOURTH STREET) WITH
 DH8677'US HIGHWAY 61 (LINCOLN AVENUE) IN THE CITY OF FENNIMORE, GO WEST ON US
 DH8677'HIGHWAY 18 (FOURTH STREET) FOR 0.5 MI (0.8 KM) TO THE STATION ON THE
 DH8677'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8677'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTHEAST WINGWALL OF
 DH8677'A CATTLE PASS ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8677'STATION IS 15.6 M (51.2 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY 18,
 DH8677'67 M (219.8 FT) WEST OF THE EXTENDED CENTERLINE PRIVATE ENTRANCE
 DH8677'--4874--, 58 M (190.3 FT) EAST OF THE CENTERLINE OF ROGER HOLLOW ROAD,
 DH8677'50.0 M (164.0 FT) WEST OF A WOOD POST FOR A --STOP-- SIGN AND 1.0 M
 DH8677'(3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH8677'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH8677'HORIZON.
 DH8677
 DH8677                          STATION RECOVERY (2007)
 DH8677
 DH8677'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8677'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.3 M EAST OF AN
 DH8677'UNSTAMPED ALUMINUM VERTICAL CONTROL DISK.
 DH8677
 DH8677                          STATION RECOVERY (2019)
 DH8677
 DH8677'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DH8677'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8250 ***********************************************************************
 DH8250  DESIGNATION -  1E48
 DH8250  PID         -  DH8250
 DH8250  STATE/COUNTY-  WI/GRANT
 DH8250  COUNTRY     -  US
 DH8250  USGS QUAD   -  STITZER (2018)
 DH8250
 DH8250                         *CURRENT SURVEY CONTROL
 DH8250  ______________________________________________________________________
 DH8250* NAD 83(1986) POSITION- 42 58 25.5    (N) 090 36 24.4    (W)   HD_HELD2
 DH8250* NAVD 88 ORTHO HEIGHT -   345.844 (meters)     1134.66  (feet) ADJUSTED
 DH8250  ______________________________________________________________________
 DH8250  GEOID HEIGHT    -        -32.859 (meters)                     GEOID18
 DH8250  DYNAMIC HEIGHT  -        345.744 (meters)     1134.33  (feet) COMP
 DH8250  MODELED GRAVITY -    980,320.0   (mgal)                       NAVD 88
 DH8250
 DH8250  VERT ORDER      -  SECOND    CLASS I
 DH8250
 DH8250.The horizontal coordinates were established by autonomous hand held GPS
 DH8250.observations and have an estimated accuracy of +/- 10 meters.
 DH8250
 DH8250.The orthometric height was determined by differential leveling and
 DH8250.adjusted by the NATIONAL GEODETIC SURVEY
 DH8250.in July 2020.
 DH8250
 DH8250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8250.GEOID18 height accuracy estimate available here.
 DH8250
 DH8250.Click photographs - Photos may exist for this station.
 DH8250
 DH8250.The dynamic height is computed by dividing the NAVD 88
 DH8250.geopotential number by the normal gravity value computed on the
 DH8250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8250.degrees latitude (g = 980.6199 gals.).
 DH8250
 DH8250.The modeled gravity was interpolated from observed gravity values.
 DH8250
 DH8250;                    North         East    Units  Estimated Accuracy
 DH8250;SPC WI S     -   108,355.      550,504.      MT  (+/- 10 meters HH2 GPS)
 DH8250
 DH8250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9515460678(NAD 83)
 DH8250
 DH8250                          SUPERSEDED SURVEY CONTROL
 DH8250
 DH8250  NAVD 88 (05/08/12)  345.854  (m)         1134.69   (f) SUPERSEDED  2 1
 DH8250  NAVD 88 (04/20/07)  345.848  (m)         1134.67   (f) SUPERSEDED  2 1
 DH8250
 DH8250.Superseded values are not recommended for survey control.
 DH8250
 DH8250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8250.See file dsdata.pdf to determine how the superseded data were derived.
 DH8250
 DH8250_MARKER: DD = SURVEY DISK
 DH8250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8250_SP_SET: CATTLEPASS WINGWALL
 DH8250_STAMPING: 1E48 2004
 DH8250_MARK LOGO: WIDT
 DH8250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8250+STABILITY: SURFACE MOTION
 DH8250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8250+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2019
 DH8250
 DH8250  HISTORY     - Date     Condition        Report By
 DH8250  HISTORY     - 2004     MONUMENTED       WIDT
 DH8250  HISTORY     - 20071010 GOOD             WIDT
 DH8250  HISTORY     - 20191114 GOOD             WIDT
 DH8250
 DH8250                          STATION DESCRIPTION
 DH8250
 DH8250'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8250'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8250'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH COUNTY HIGHWAY F AND
 DH8250'STITZER ROAD ABOUT 1 MI (1.61 KM) SOUTHEAST OF THE CITY OF FENNIMORE,
 DH8250'GO EAST ON US HIGHWAY 18 FOR 0.95 MI (1.53 KM) TO THE STATION ON THE
 DH8250'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8250'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTHEAST WINGWALL OF
 DH8250'A CATTLE PASS ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8250'STATION IS 11.5 M (37.7 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY 18,
 DH8250'80 M (262.5 FT) WEST OF THE CENTERLINE OF BROWN SCHOOL ROAD AND 64.4 M
 DH8250'(211.3 FT) EAST-SOUTHEAST OF A POWER POLE.  ---NOTE--- THIS STATION
 DH8250'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8250'HORIZON.
 DH8250
 DH8250                          STATION RECOVERY (2007)
 DH8250
 DH8250'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8250'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M NORTH OF A
 DH8250'WHITE PLASTIC WITNESS POST.
 DH8250
 DH8250                          STATION RECOVERY (2019)
 DH8250
 DH8250'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DH8250'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8251 ***********************************************************************
 DH8251  DESIGNATION -  1E49
 DH8251  PID         -  DH8251
 DH8251  STATE/COUNTY-  WI/GRANT
 DH8251  COUNTRY     -  US
 DH8251  USGS QUAD   -  STITZER (2018)
 DH8251
 DH8251                         *CURRENT SURVEY CONTROL
 DH8251  ______________________________________________________________________
 DH8251* NAD 83(1986) POSITION- 42 58 27.7    (N) 090 31 03.8    (W)   HD_HELD2
 DH8251* NAVD 88 ORTHO HEIGHT -   356.829 (meters)     1170.70  (feet) ADJUSTED
 DH8251  ______________________________________________________________________
 DH8251  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 DH8251  DYNAMIC HEIGHT  -        356.725 (meters)     1170.36  (feet) COMP
 DH8251  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 DH8251
 DH8251  VERT ORDER      -  SECOND    CLASS I
 DH8251
 DH8251.The horizontal coordinates were established by autonomous hand held GPS
 DH8251.observations and have an estimated accuracy of +/- 10 meters.
 DH8251
 DH8251.The orthometric height was determined by differential leveling and
 DH8251.adjusted by the WI DEPT OF TRANSP
 DH8251.in May 2012.
 DH8251
 DH8251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8251.GEOID18 height accuracy estimate available here.
 DH8251
 DH8251.Click photographs - Photos may exist for this station.
 DH8251
 DH8251.The dynamic height is computed by dividing the NAVD 88
 DH8251.geopotential number by the normal gravity value computed on the
 DH8251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8251.degrees latitude (g = 980.6199 gals.).
 DH8251
 DH8251.The modeled gravity was interpolated from observed gravity values.
 DH8251
 DH8251;                    North         East    Units  Estimated Accuracy
 DH8251;SPC WI S     -   108,373.      557,769.      MT  (+/- 10 meters HH2 GPS)
 DH8251
 DH8251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0241560957(NAD 83)
 DH8251
 DH8251                          SUPERSEDED SURVEY CONTROL
 DH8251
 DH8251  NAVD 88 (04/20/07)  356.822  (m)         1170.67   (f) SUPERSEDED  2 1
 DH8251
 DH8251.Superseded values are not recommended for survey control.
 DH8251
 DH8251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8251.See file dsdata.pdf to determine how the superseded data were derived.
 DH8251
 DH8251_MARKER: DD = SURVEY DISK
 DH8251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8251_STAMPING: 1E49 2004
 DH8251_MARK LOGO: WIDT
 DH8251_PROJECTION: FLUSH
 DH8251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8251+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DH8251
 DH8251  HISTORY     - Date     Condition        Report By
 DH8251  HISTORY     - 2004     MONUMENTED       WIDT
 DH8251  HISTORY     - 20071010 GOOD             WIDT
 DH8251
 DH8251                          STATION DESCRIPTION
 DH8251
 DH8251'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8251'OWNERSHIP--TOWN OF WINGVILLE.  TO REACH THE STATION FROM THE JUNCTION
 DH8251'OF US HIGHWAY 18 WITH COUNTY HIGHWAY G NORTH AND BETHEL ROAD ABOUT 2
 DH8251'MI (3.22 KM) WEST OF THE VILLAGE OF MONTFORT, GO WEST ON US HIGHWAY 18
 DH8251'FOR 2.0 MI (3.22 KM) TO HOLZER LANE ON THE RIGHT, TURN RIGHT AND GO
 DH8251'NORTH ON HOLZER LANE FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 DH8251'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8251'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8251'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8251'STATION IS 9.3 M (30.5 FT) WEST OF THE CENTERLINE OF HOLZER LANE, 22.0
 DH8251'M (72.2 FT) NORTHWEST OF A POWER POLE, 5 M (16.4 FT) NORTH OF A FIELD
 DH8251'ENTRANCE, 1.8 M (5.9 FT) EAST OF A WIRE FENCE, 1.0 M (3.3 FT) EAST OF
 DH8251'A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) NORTH-NORTHWEST OF A
 DH8251'WHITE PLASTIC WITNESS POST AND 1.0 SOUTH-SOUTHWEST OF A WHITE WITNESS
 DH8251'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8251'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8251
 DH8251                          STATION RECOVERY (2007)
 DH8251
 DH8251'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8247 ***********************************************************************
 DH8247  DESIGNATION -  1E50
 DH8247  PID         -  DH8247
 DH8247  STATE/COUNTY-  WI/GRANT
 DH8247  COUNTRY     -  US
 DH8247  USGS QUAD   -  MONTFORT (2018)
 DH8247
 DH8247                         *CURRENT SURVEY CONTROL
 DH8247  ______________________________________________________________________
 DH8247* NAD 83(1986) POSITION- 42 57 57.4    (N) 090 26 23.6    (W)   HD_HELD2
 DH8247* NAVD 88 ORTHO HEIGHT -   360.373 (meters)     1182.32  (feet) ADJUSTED
 DH8247  ______________________________________________________________________
 DH8247  GEOID HEIGHT    -        -33.225 (meters)                     GEOID18
 DH8247  DYNAMIC HEIGHT  -        360.268 (meters)     1181.98  (feet) COMP
 DH8247  MODELED GRAVITY -    980,318.3   (mgal)                       NAVD 88
 DH8247
 DH8247  VERT ORDER      -  SECOND    CLASS I
 DH8247
 DH8247.The horizontal coordinates were established by autonomous hand held GPS
 DH8247.observations and have an estimated accuracy of +/- 10 meters.
 DH8247
 DH8247.The orthometric height was determined by differential leveling and
 DH8247.adjusted by the WI DEPT OF TRANSP
 DH8247.in May 2012.
 DH8247
 DH8247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8247.GEOID18 height accuracy estimate available here.
 DH8247
 DH8247.Click photographs - Photos may exist for this station.
 DH8247
 DH8247.The dynamic height is computed by dividing the NAVD 88
 DH8247.geopotential number by the normal gravity value computed on the
 DH8247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8247.degrees latitude (g = 980.6199 gals.).
 DH8247
 DH8247.The modeled gravity was interpolated from observed gravity values.
 DH8247
 DH8247;                    North         East    Units  Estimated Accuracy
 DH8247;SPC WI S     -   107,402.      564,113.      MT  (+/- 10 meters HH2 GPS)
 DH8247
 DH8247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0879060213(NAD 83)
 DH8247
 DH8247                          SUPERSEDED SURVEY CONTROL
 DH8247
 DH8247  NAVD 88 (04/20/07)  360.366  (m)         1182.30   (f) SUPERSEDED  2 1
 DH8247
 DH8247.Superseded values are not recommended for survey control.
 DH8247
 DH8247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8247.See file dsdata.pdf to determine how the superseded data were derived.
 DH8247
 DH8247_MARKER: DD = SURVEY DISK
 DH8247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8247_STAMPING: 1E50 2004
 DH8247_MARK LOGO: WIDT
 DH8247_PROJECTION: FLUSH
 DH8247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8247+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DH8247
 DH8247  HISTORY     - Date     Condition        Report By
 DH8247  HISTORY     - 2004     MONUMENTED       WIDT
 DH8247  HISTORY     - 20071010 GOOD             WIDT
 DH8247
 DH8247                          STATION DESCRIPTION
 DH8247
 DH8247'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8247'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8247'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 80 SOUTH
 DH8247'AND COUNTY HIGHWAY I NORTH IN THE VILLAGE OF MONTFORT, GO WEST ON US
 DH8247'HIGHWAY 18 FOR 0.5 MI (0.8 KM) TO STOCKYARD ROAD ON THE LEFT, CONTINUE
 DH8247'WEST ON US HIGHWAY 18 FOR 0.1 MI (0.16 KM) TO THE STATION ON THE LEFT.
 DH8247'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8247'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8247'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DH8247'THE STATION IS 15.3 M (50.2 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY
 DH8247'18, 85.6 M (280.8 FT) EAST OF THE SOUTHERN WOOD POST FOR A --STOCKYARD
 DH8247'ROAD-- SIGN, 17.1 M (56.1 FT) WEST-SOUTHWEST OF A WOOD POST FOR A
 DH8247'--REDUCE SPEED AHEAD 35 MPH-- SIGN, 1.6 M (5.2 FT) NORTH OF A WIRE
 DH8247'FENCE, 0.9 M (3.0 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST, 0.9 M
 DH8247'(3.0 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST AND 0.9 M (3.0 FT)
 DH8247'NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8247'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8247'HORIZON.
 DH8247
 DH8247                          STATION RECOVERY (2007)
 DH8247
 DH8247'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8252 ***********************************************************************
 DH8252  DESIGNATION -  1E51
 DH8252  PID         -  DH8252
 DH8252  STATE/COUNTY-  WI/IOWA
 DH8252  COUNTRY     -  US
 DH8252  USGS QUAD   -  LINDEN (2018)
 DH8252
 DH8252                         *CURRENT SURVEY CONTROL
 DH8252  ______________________________________________________________________
 DH8252* NAD 83(1986) POSITION- 42 58 00.7    (N) 090 21 34.0    (W)   HD_HELD2
 DH8252* NAVD 88 ORTHO HEIGHT -   362.959 (meters)     1190.81  (feet) ADJUSTED
 DH8252  ______________________________________________________________________
 DH8252  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 DH8252  DYNAMIC HEIGHT  -        362.850 (meters)     1190.45  (feet) COMP
 DH8252  MODELED GRAVITY -    980,309.5   (mgal)                       NAVD 88
 DH8252
 DH8252  VERT ORDER      -  SECOND    CLASS I
 DH8252
 DH8252.The horizontal coordinates were established by autonomous hand held GPS
 DH8252.observations and have an estimated accuracy of +/- 10 meters.
 DH8252
 DH8252.The orthometric height was determined by differential leveling and
 DH8252.adjusted by the WI DEPT OF TRANSP
 DH8252.in May 2012.
 DH8252
 DH8252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8252.GEOID18 height accuracy estimate available here.
 DH8252
 DH8252.Click photographs - Photos may exist for this station.
 DH8252
 DH8252.The dynamic height is computed by dividing the NAVD 88
 DH8252.geopotential number by the normal gravity value computed on the
 DH8252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8252.degrees latitude (g = 980.6199 gals.).
 DH8252
 DH8252.The modeled gravity was interpolated from observed gravity values.
 DH8252
 DH8252;                    North         East    Units  Estimated Accuracy
 DH8252;SPC WI S     -   107,472.      570,676.      MT  (+/- 10 meters HH2 GPS)
 DH8252
 DH8252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1534860518(NAD 83)
 DH8252
 DH8252                          SUPERSEDED SURVEY CONTROL
 DH8252
 DH8252  NAVD 88 (04/20/07)  362.951  (m)         1190.78   (f) SUPERSEDED  2 1
 DH8252
 DH8252.Superseded values are not recommended for survey control.
 DH8252
 DH8252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8252.See file dsdata.pdf to determine how the superseded data were derived.
 DH8252
 DH8252_MARKER: DD = SURVEY DISK
 DH8252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8252_STAMPING: 1E51 2004
 DH8252_MARK LOGO: WIDT
 DH8252_PROJECTION: FLUSH
 DH8252_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8252+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 DH8252
 DH8252  HISTORY     - Date     Condition        Report By
 DH8252  HISTORY     - 2003     MONUMENTED       WIDT
 DH8252  HISTORY     - 20071003 GOOD             WIDT
 DH8252
 DH8252                          STATION DESCRIPTION
 DH8252
 DH8252'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8252'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8252'STATION FROM THE JUNCTION OF US HIGHWAY 18 (MAIN STREET) WITH STATE
 DH8252'HIGHWAY 80 NORTH (DIVISION STREET) AND COUNTY HIGHWAY G (MIFFLIN
 DH8252'STREET) SOUTH IN THE VILLAGE OF COBB, GO WEST ON US HIGHWAY 18 (MAIN
 DH8252'STREET) FOR 1.5 MI (2.41 KM) TO EDGINGTON ROAD ON THE RIGHT AND THE
 DH8252'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8252'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8252'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW HIGHWAY
 DH8252'PAVEMENT.  THE STATION IS 17.3 M (56.8 FT) SOUTH OF THE CENTERLINE OF
 DH8252'US HIGHWAY 18, 75.5 M (247.7 FT) SOUTHWEST OF TELEPHONE PEDESTAL
 DH8252'--1428-- , 9 M (29.5 FT) EAST OF THE EXTENDED CENTERLINE OF EDGINGTON
 DH8252'ROAD, 0.8 M (2.6 FT) NORTH OF A WIRE FENCE, 0.6 M (2.0 FT) NORTH OF A
 DH8252'YELLOW R/W POST, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST
 DH8252'AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DH8252'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8252'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8252
 DH8252                          STATION RECOVERY (2007)
 DH8252
 DH8252'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8252'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 16.5 M
 DH8252'EAST-SOUTHEAST OF A YELLOW --CAUTION GAS PIPELINE-- PLASTIC POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8253 ***********************************************************************
 DH8253  DESIGNATION -  1E52
 DH8253  PID         -  DH8253
 DH8253  STATE/COUNTY-  WI/IOWA
 DH8253  COUNTRY     -  US
 DH8253  USGS QUAD   -  LINDEN (2018)
 DH8253
 DH8253                         *CURRENT SURVEY CONTROL
 DH8253  ______________________________________________________________________
 DH8253* NAD 83(1986) POSITION- 42 58 03.2    (N) 090 19 28.7    (W)   HD_HELD2
 DH8253* NAVD 88 ORTHO HEIGHT -   352.748 (meters)     1157.31  (feet) ADJUSTED
 DH8253  ______________________________________________________________________
 DH8253  GEOID HEIGHT    -        -33.437 (meters)                     GEOID18
 DH8253  DYNAMIC HEIGHT  -        352.642 (meters)     1156.96  (feet) COMP
 DH8253  MODELED GRAVITY -    980,310.9   (mgal)                       NAVD 88
 DH8253
 DH8253  VERT ORDER      -  SECOND    CLASS I
 DH8253
 DH8253.The horizontal coordinates were established by autonomous hand held GPS
 DH8253.observations and have an estimated accuracy of +/- 10 meters.
 DH8253
 DH8253.The orthometric height was determined by differential leveling and
 DH8253.adjusted by the WI DEPT OF TRANSP
 DH8253.in May 2012.
 DH8253
 DH8253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8253.GEOID18 height accuracy estimate available here.
 DH8253
 DH8253.Click photographs - Photos may exist for this station.
 DH8253
 DH8253.The dynamic height is computed by dividing the NAVD 88
 DH8253.geopotential number by the normal gravity value computed on the
 DH8253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8253.degrees latitude (g = 980.6199 gals.).
 DH8253
 DH8253.The modeled gravity was interpolated from observed gravity values.
 DH8253
 DH8253;                    North         East    Units  Estimated Accuracy
 DH8253;SPC WI S     -   107,538.      573,516.      MT  (+/- 10 meters HH2 GPS)
 DH8253
 DH8253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1818460685(NAD 83)
 DH8253
 DH8253                          SUPERSEDED SURVEY CONTROL
 DH8253
 DH8253  NAVD 88 (04/20/07)  352.740  (m)         1157.28   (f) SUPERSEDED  2 1
 DH8253
 DH8253.Superseded values are not recommended for survey control.
 DH8253
 DH8253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8253.See file dsdata.pdf to determine how the superseded data were derived.
 DH8253
 DH8253_MARKER: DD = SURVEY DISK
 DH8253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8253_SP_SET: BRIDGE WINGWALL
 DH8253_STAMPING: 1E52 2004
 DH8253_MARK LOGO: WIDT
 DH8253_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8253+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 DH8253
 DH8253  HISTORY     - Date     Condition        Report By
 DH8253  HISTORY     - 2004     MONUMENTED       WIDT
 DH8253  HISTORY     - 20071003 GOOD             WIDT
 DH8253
 DH8253                          STATION DESCRIPTION
 DH8253
 DH8253'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8253'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8253'STATION FROM THE JUNCTION OF US HIGHWAY 18 (MAIN STREET) WITH STATE
 DH8253'HIGHWAY 80 NORTH (DIVISION STREET) AND COUNTY HIGHWAY G (MIFFLIN
 DH8253'STREET) SOUTH IN THE VILLAGE OF COBB, GO EAST ON US HIGHWAY 18 FOR
 DH8253'0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8253'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8253'DISK SET IN THE WINGWALL OF A SMALL BRIDGE ABOUT 1 M (3.3 FT) BELOW
 DH8253'HIGHWAY PAVEMENT.  THE STATION IS 9.2 M (30.2 FT) NORTH OF THE
 DH8253'CENTERLINE OF US HIGHWAY 18, 15.2 M (49.9 FT) EAST-SOUTHEAST OF THE
 DH8253'SOUTHERN MOST POST FOR A --WELCOME TO COBB-- SIGN, 13.4 M (44.0 FT)
 DH8253'SOUTHWEST OF POWER POLE --6-1-25.1 28/1-- AND 1.0 M (3.3 FT) WEST OF A
 DH8253'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8253'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH8253
 DH8253                          STATION RECOVERY (2007)
 DH8253
 DH8253'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8253'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 28.5 M EAST OF A
 DH8253'--SPEED LIMIT 30-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8254 ***********************************************************************
 DH8254  DESIGNATION -  1E53
 DH8254  PID         -  DH8254
 DH8254  STATE/COUNTY-  WI/IOWA
 DH8254  COUNTRY     -  US
 DH8254  USGS QUAD   -  LINDEN (2018)
 DH8254
 DH8254                         *CURRENT SURVEY CONTROL
 DH8254  ______________________________________________________________________
 DH8254* NAD 83(1986) POSITION- 42 57 56.5    (N) 090 17 44.8    (W)   HD_HELD2
 DH8254* NAVD 88 ORTHO HEIGHT -   355.440 (meters)     1166.14  (feet) ADJUSTED
 DH8254  ______________________________________________________________________
 DH8254  GEOID HEIGHT    -        -33.468 (meters)                     GEOID18
 DH8254  DYNAMIC HEIGHT  -        355.333 (meters)     1165.79  (feet) COMP
 DH8254  MODELED GRAVITY -    980,310.2   (mgal)                       NAVD 88
 DH8254
 DH8254  VERT ORDER      -  SECOND    CLASS I
 DH8254
 DH8254.The horizontal coordinates were established by autonomous hand held GPS
 DH8254.observations and have an estimated accuracy of +/- 10 meters.
 DH8254
 DH8254.The orthometric height was determined by differential leveling and
 DH8254.adjusted by the WI DEPT OF TRANSP
 DH8254.in May 2012.
 DH8254
 DH8254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8254.GEOID18 height accuracy estimate available here.
 DH8254
 DH8254.Click photographs - Photos may exist for this station.
 DH8254
 DH8254.The dynamic height is computed by dividing the NAVD 88
 DH8254.geopotential number by the normal gravity value computed on the
 DH8254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8254.degrees latitude (g = 980.6199 gals.).
 DH8254
 DH8254.The modeled gravity was interpolated from observed gravity values.
 DH8254
 DH8254;                    North         East    Units  Estimated Accuracy
 DH8254;SPC WI S     -   107,322.      575,870.      MT  (+/- 10 meters HH2 GPS)
 DH8254
 DH8254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2054560553(NAD 83)
 DH8254
 DH8254                          SUPERSEDED SURVEY CONTROL
 DH8254
 DH8254  NAVD 88 (04/20/07)  355.432  (m)         1166.11   (f) SUPERSEDED  2 1
 DH8254
 DH8254.Superseded values are not recommended for survey control.
 DH8254
 DH8254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8254.See file dsdata.pdf to determine how the superseded data were derived.
 DH8254
 DH8254_MARKER: DD = SURVEY DISK
 DH8254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8254_STAMPING: 1E53 2004
 DH8254_MARK LOGO: WIDT
 DH8254_PROJECTION: FLUSH
 DH8254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8254+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 DH8254
 DH8254  HISTORY     - Date     Condition        Report By
 DH8254  HISTORY     - 2004     MONUMENTED       WIDT
 DH8254  HISTORY     - 20071003 GOOD             WIDT
 DH8254
 DH8254                          STATION DESCRIPTION
 DH8254
 DH8254'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8254'OWNERSHIP--TOWN OF EDEN.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH8254'HIGHWAY 18 WITH STATE HIGHWAY 39 EAST ABOUT 7 MI (11.27 KM) WEST OF
 DH8254'THE CITY OF DODGEVILLE, GO WEST ON US HIGHWAY 18 FOR 1.25 MI (2.01 KM)
 DH8254'TO WHITSON ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON WHITSON ROAD
 DH8254'FOR 0.1 MI (0.16 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8254'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTOL
 DH8254'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH8254'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.9 M (29.2 FT) EAST OF
 DH8254'THE CENTERLINE OF WHITSON ROAD, 58.5 M (191.9 FT) NORTH OF A METAL
 DH8254'POST FOR --STOP AHEAD-- SIGN, 1.2 M (3.9 FT) WEST OF A BARBED WIRE
 DH8254'FENCE, 1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST,
 DH8254'1.0 M (3.3 FT) NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0
 DH8254'M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8254'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 DH8254'ABOVE THE HORIZON.
 DH8254
 DH8254                          STATION RECOVERY (2007)
 DH8254
 DH8254'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8228 ***********************************************************************
 DH8228  DESIGNATION -  1F01
 DH8228  PID         -  DH8228
 DH8228  STATE/COUNTY-  WI/LAFAYETTE
 DH8228  COUNTRY     -  US
 DH8228  USGS QUAD   -  SHULLSBURG (2018)
 DH8228
 DH8228                         *CURRENT SURVEY CONTROL
 DH8228  ______________________________________________________________________
 DH8228* NAD 83(1986) POSITION- 42 34 51.8    (N) 090 09 29.7    (W)   HD_HELD2
 DH8228* NAVD 88 ORTHO HEIGHT -   299.620 (meters)      983.00  (feet) ADJUSTED
 DH8228  ______________________________________________________________________
 DH8228  GEOID HEIGHT    -        -33.178 (meters)                     GEOID18
 DH8228  DYNAMIC HEIGHT  -        299.525 (meters)      982.69  (feet) COMP
 DH8228  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 DH8228
 DH8228  VERT ORDER      -  SECOND    CLASS I
 DH8228
 DH8228.The horizontal coordinates were established by autonomous hand held GPS
 DH8228.observations and have an estimated accuracy of +/- 10 meters.
 DH8228
 DH8228.The orthometric height was determined by differential leveling and
 DH8228.adjusted by the WI DEPT OF TRANSP
 DH8228.in May 2012.
 DH8228
 DH8228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8228.GEOID18 height accuracy estimate available here.
 DH8228
 DH8228.Click photographs - Photos may exist for this station.
 DH8228
 DH8228.The dynamic height is computed by dividing the NAVD 88
 DH8228.geopotential number by the normal gravity value computed on the
 DH8228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8228.degrees latitude (g = 980.6199 gals.).
 DH8228
 DH8228.The modeled gravity was interpolated from observed gravity values.
 DH8228
 DH8228;                    North         East    Units  Estimated Accuracy
 DH8228;SPC WI S     -    64,563.      587,008.      MT  (+/- 10 meters HH2 GPS)
 DH8228
 DH8228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3320218208(NAD 83)
 DH8228
 DH8228                          SUPERSEDED SURVEY CONTROL
 DH8228
 DH8228  NAVD 88 (04/20/07)  299.611  (m)          982.97   (f) SUPERSEDED  2 1
 DH8228
 DH8228.Superseded values are not recommended for survey control.
 DH8228
 DH8228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8228.See file dsdata.pdf to determine how the superseded data were derived.
 DH8228
 DH8228_MARKER: DD = SURVEY DISK
 DH8228_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8228_SP_SET: BOX CULVERT
 DH8228_STAMPING: 1F01 2004
 DH8228_MARK LOGO: WIDT
 DH8228_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8228+STABILITY: SURFACE MOTION
 DH8228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8228+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DH8228
 DH8228  HISTORY     - Date     Condition        Report By
 DH8228  HISTORY     - 2003     MONUMENTED       WIDT
 DH8228  HISTORY     - 20030731 GOOD             WIDT
 DH8228  HISTORY     - 20070919 GOOD             WIDT
 DH8228
 DH8228                          STATION DESCRIPTION
 DH8228
 DH8228'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH8228'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8228'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 23
 DH8228'NORTH AND COUNTY HIGHWAY P SOUTH ABOUT 5 MI (8.05 KM) EAST OF THE CITY
 DH8228'OF SHULLSBURG, GO WEST ON STATE HIGHWAY 11 FOR 1.3 MI (2.09 KM) TO THE
 DH8228'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8228'TRANSPORTATION GEODEDIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8228'THE NORTHEAST END OF A BOX CULVERT ABOUT 0.5 M (1.6 FT) BELOW THE
 DH8228'HIGHWAY PAVEMENT.  THE STATION IS 9.5 M (31.2 FT) NORTH OF THE
 DH8228'CENTERLINE OF STATE HIGHWAY 11, 39.2 M (128.6 FT) NORTHEAST OF A --NO
 DH8228'PASSING ZONE-- SIGN, 32 M (105.0 FT) EAST OF THE CENTERLINE OF PRIVATE
 DH8228'ENTRANCE --17288--, AND 24.0 M (78.7 FT) WEST OF THE EAST END OF THE
 DH8228'NORTH GUARD RAIL.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8228'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8228
 DH8228                          STATION RECOVERY (2007)
 DH8228
 DH8228'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8228'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.70 MILE EAST OF
 DH8228'COUNTY HIGHWAY E NORTH AND SUMMIT ROAD SOUTH AND 0.3 M NORTH-NORTHWEST
 DH8228'OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8227 ***********************************************************************
 DH8227  DESIGNATION -  1F02
 DH8227  PID         -  DH8227
 DH8227  STATE/COUNTY-  WI/LAFAYETTE
 DH8227  COUNTRY     -  US
 DH8227  USGS QUAD   -  APPLE RIVER (2018)
 DH8227
 DH8227                         *CURRENT SURVEY CONTROL
 DH8227  ______________________________________________________________________
 DH8227* NAD 83(1986) POSITION- 42 33 59.17   (N) 090 07 09.34   (W)   HD_HELD1
 DH8227* NAVD 88 ORTHO HEIGHT -   302.021 (meters)      990.88  (feet) ADJUSTED
 DH8227  ______________________________________________________________________
 DH8227  GEOID HEIGHT    -        -33.238 (meters)                     GEOID18
 DH8227  DYNAMIC HEIGHT  -        301.924 (meters)      990.56  (feet) COMP
 DH8227  MODELED GRAVITY -    980,290.8   (mgal)                       NAVD 88
 DH8227
 DH8227  VERT ORDER      -  SECOND    CLASS I
 DH8227
 DH8227.The horizontal coordinates were determined by differentially corrected
 DH8227.hand held GPS observations or other comparable positioning techniques
 DH8227.and have an estimated accuracy of +/- 3 meters.
 DH8227
 DH8227.The orthometric height was determined by differential leveling and
 DH8227.adjusted by the WI DEPT OF TRANSP
 DH8227.in May 2012.
 DH8227
 DH8227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8227.GEOID18 height accuracy estimate available here.
 DH8227
 DH8227.Click photographs - Photos may exist for this station.
 DH8227
 DH8227.The dynamic height is computed by dividing the NAVD 88
 DH8227.geopotential number by the normal gravity value computed on the
 DH8227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8227.degrees latitude (g = 980.6199 gals.).
 DH8227
 DH8227.The modeled gravity was interpolated from observed gravity values.
 DH8227
 DH8227;                    North         East    Units  Estimated Accuracy
 DH8227;SPC WI S     -    62,933.9     590,206.9     MT  (+/- 3 meters HH1 GPS) 
 DH8227
 DH8227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3645716692(NAD 83)
 DH8227
 DH8227                          SUPERSEDED SURVEY CONTROL
 DH8227
 DH8227  NAVD 88 (04/20/07)  302.011  (m)          990.85   (f) SUPERSEDED  2 1
 DH8227
 DH8227.Superseded values are not recommended for survey control.
 DH8227
 DH8227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8227.See file dsdata.pdf to determine how the superseded data were derived.
 DH8227
 DH8227_MARKER: DD = SURVEY DISK
 DH8227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8227_STAMPING: 1F02 2004
 DH8227_MARK LOGO: WIDT
 DH8227_PROJECTION: FLUSH
 DH8227_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8227+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DH8227
 DH8227  HISTORY     - Date     Condition        Report By
 DH8227  HISTORY     - 2003     MONUMENTED       WIDT
 DH8227  HISTORY     - 20030730 GOOD             WIDT
 DH8227  HISTORY     - 20070919 GOOD             WIDT
 DH8227
 DH8227                          STATION DESCRIPTION
 DH8227
 DH8227'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH8227'OWNERSHIP--TOWN OF GRATIOT.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8227'STATE HIGHWAY 11 WITH STATE HIGHWAY 23 NORTH AND COUNTY HIGHWAY P
 DH8227'SOUTH 5 MI (8.05 KM) WEST OF THE CITY OF SHULLSBURG, GO SOUTH ON
 DH8227'COUNTY HIGHWAY P FOR 1.0 MI (1.61 KM) TO DUNBARTON ROAD, TURN LEFT AND
 DH8227'GO EAST ON DUNBARTON ROAD FOR 0.7 MI (1.13 KM) TO THE STATION ON THE
 DH8227'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8227'GEODEDIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8227'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH8227'STATION IS 8.1 M (26.6 FT) NORTH OF THE CENTERLINE OF DUNBARTON ROAD,
 DH8227'3 M (9.8 FT) SOUTH OF A CULTIVATED FIELD, 1.0 M (3.3 FT) SOUTH OF A
 DH8227'WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) EAST-NORTHEAST OF A WHITE
 DH8227'PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) WEST-NORTHWEST OF A WHITE
 DH8227'PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH8227'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8227
 DH8227                          STATION RECOVERY (2007)
 DH8227
 DH8227'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8227'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.29 MILE WEST OF
 DH8227'KINGSLEY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8226 ***********************************************************************
 DH8226  DESIGNATION -  1F03
 DH8226  PID         -  DH8226
 DH8226  STATE/COUNTY-  WI/LAFAYETTE
 DH8226  COUNTRY     -  US
 DH8226  USGS QUAD   -  APPLE RIVER (2018)
 DH8226
 DH8226                         *CURRENT SURVEY CONTROL
 DH8226  ______________________________________________________________________
 DH8226* NAD 83(1986) POSITION- 42 33 48.5    (N) 090 01 52.0    (W)   HD_HELD2
 DH8226* NAVD 88 ORTHO HEIGHT -   249.701 (meters)      819.23  (feet) ADJUSTED
 DH8226  ______________________________________________________________________
 DH8226  GEOID HEIGHT    -        -33.362 (meters)                     GEOID18
 DH8226  DYNAMIC HEIGHT  -        249.620 (meters)      818.96  (feet) COMP
 DH8226  MODELED GRAVITY -    980,292.0   (mgal)                       NAVD 88
 DH8226
 DH8226  VERT ORDER      -  SECOND    CLASS I
 DH8226
 DH8226.The horizontal coordinates were established by autonomous hand held GPS
 DH8226.observations and have an estimated accuracy of +/- 10 meters.
 DH8226
 DH8226.The orthometric height was determined by differential leveling and
 DH8226.adjusted by the WI DEPT OF TRANSP
 DH8226.in May 2012.
 DH8226
 DH8226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8226.GEOID18 height accuracy estimate available here.
 DH8226
 DH8226.Click photographs - Photos may exist for this station.
 DH8226
 DH8226.The dynamic height is computed by dividing the NAVD 88
 DH8226.geopotential number by the normal gravity value computed on the
 DH8226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8226.degrees latitude (g = 980.6199 gals.).
 DH8226
 DH8226.The modeled gravity was interpolated from observed gravity values.
 DH8226
 DH8226;                    North         East    Units  Estimated Accuracy
 DH8226;SPC WI S     -    62,598.      597,445.      MT  (+/- 10 meters HH2 GPS)
 DH8226
 DH8226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4370416613(NAD 83)
 DH8226
 DH8226                          SUPERSEDED SURVEY CONTROL
 DH8226
 DH8226  NAVD 88 (04/20/07)  249.690  (m)          819.19   (f) SUPERSEDED  2 1
 DH8226
 DH8226.Superseded values are not recommended for survey control.
 DH8226
 DH8226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8226.See file dsdata.pdf to determine how the superseded data were derived.
 DH8226
 DH8226_MARKER: DD = SURVEY DISK
 DH8226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8226_SP_SET: BRIDGE WINGWALL
 DH8226_STAMPING: 1F03 2003
 DH8226_MARK LOGO: WIDT
 DH8226_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8226+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2007
 DH8226
 DH8226  HISTORY     - Date     Condition        Report By
 DH8226  HISTORY     - 2002     MONUMENTED       WIDT
 DH8226  HISTORY     - 20030730 GOOD             WIDT
 DH8226  HISTORY     - 20070924 GOOD             WIDT
 DH8226
 DH8226                          STATION DESCRIPTION
 DH8226
 DH8226'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH8226'OWNERSHIP--TOWN OF GRATIOT.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8226'STATE HIGHWAY 11 WITH STATE HIGHWAY 78 SOUTH IN THE VILLAGE OF
 DH8226'GRATIOT, GO SOUTH ON STATE HIGHWAY 78 SOUTH FOR 1.3 MI (2.09 KM) TO
 DH8226'DUNBARTON ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON DUNBARTON ROAD
 DH8226'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8226'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODEDIC SURVEY CONTROL
 DH8226'STATION DISK SET IN THE TOP OF THE NORTHWEST WING WALL OF A BRIDGE
 DH8226'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 4.8 M (15.7 FT)
 DH8226'NORTH OF THE CENTERLINE OF DUNBARTON ROAD, 50.9 M (167.0 FT) NORTHEAST
 DH8226'OF TELEPHONE PEDESTAL --1006--, 47.8 M (156.8 FT) WEST OF A WOOD POST
 DH8226'FOR A --STOP -- SIGN, 3.7 M (12.1 FT) SOUTHEAST OF A WOOD FENCE POST,
 DH8226'AND 1 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DH8226'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8226'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8226
 DH8226                          STATION RECOVERY (2007)
 DH8226
 DH8226'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8224 ***********************************************************************
 DH8224  DESIGNATION -  1F05
 DH8224  PID         -  DH8224
 DH8224  STATE/COUNTY-  WI/LAFAYETTE
 DH8224  COUNTRY     -  US
 DH8224  USGS QUAD   -  SOUTH WAYNE (2018)
 DH8224
 DH8224                         *CURRENT SURVEY CONTROL
 DH8224  ______________________________________________________________________
 DH8224* NAD 83(1986) POSITION- 42 33 55.6    (N) 089 53 36.6    (W)   HD_HELD2
 DH8224* NAVD 88 ORTHO HEIGHT -   242.200 (meters)      794.62  (feet) ADJUSTED
 DH8224  ______________________________________________________________________
 DH8224  GEOID HEIGHT    -        -33.513 (meters)                     GEOID18
 DH8224  DYNAMIC HEIGHT  -        242.122 (meters)      794.36  (feet) COMP
 DH8224  MODELED GRAVITY -    980,296.2   (mgal)                       NAVD 88
 DH8224
 DH8224  VERT ORDER      -  SECOND    CLASS I
 DH8224
 DH8224.The horizontal coordinates were established by autonomous hand held GPS
 DH8224.observations and have an estimated accuracy of +/- 10 meters.
 DH8224
 DH8224.The orthometric height was determined by differential leveling and
 DH8224.adjusted by the WI DEPT OF TRANSP
 DH8224.in May 2012.
 DH8224
 DH8224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8224.GEOID18 height accuracy estimate available here.
 DH8224
 DH8224.Click photographs - Photos may exist for this station.
 DH8224
 DH8224.The dynamic height is computed by dividing the NAVD 88
 DH8224.geopotential number by the normal gravity value computed on the
 DH8224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8224.degrees latitude (g = 980.6199 gals.).
 DH8224
 DH8224.The modeled gravity was interpolated from observed gravity values.
 DH8224
 DH8224;                    North         East    Units  Estimated Accuracy
 DH8224;SPC WI S     -    62,822.      608,745.      MT  (+/- 10 meters HH2 GPS)
 DH8224
 DH8224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6249116618(NAD 83)
 DH8224
 DH8224                          SUPERSEDED SURVEY CONTROL
 DH8224
 DH8224  NAVD 88 (04/20/07)  242.187  (m)          794.58   (f) SUPERSEDED  2 1
 DH8224
 DH8224.Superseded values are not recommended for survey control.
 DH8224
 DH8224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8224.See file dsdata.pdf to determine how the superseded data were derived.
 DH8224
 DH8224_MARKER: DD = SURVEY DISK
 DH8224_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8224_SP_SET: BRIDGE ABUTMENT
 DH8224_STAMPING: 1F05 2004
 DH8224_MARK LOGO: WIDT
 DH8224_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8224+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2007
 DH8224
 DH8224  HISTORY     - Date     Condition        Report By
 DH8224  HISTORY     - 2003     MONUMENTED       WIDT
 DH8224  HISTORY     - 20030730 GOOD             WIDT
 DH8224  HISTORY     - 20070924 GOOD             WIDT
 DH8224
 DH8224                          STATION DESCRIPTION
 DH8224
 DH8224'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH8224'OWNERSHIP--LAFAYETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8224'OF STATE HIGHWAY 11 WITH STATE HIGHWAY 176 AND COUNTY HIGHWAY D NORTH
 DH8224'ABOUT 0.5 MI (0.8 KM) WEST OF THE VILLAGE OF SOUTH WAYNE, GO NORTH ON
 DH8224'COUNTY HIGHWAY D NORTH FOR 44 M (144.4 FT) TO THE TRAIL ON THE LEFT,
 DH8224'TURN LEFT AND GO WEST ON THE MONROE-MINERAL POINT SHARED USE
 DH8224'RECREATIONAL TRAIL FOR 0.6 MI (0.97 KM) TO THE STATION ON THE LEFT.
 DH8224'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8224'GEODEDIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DH8224'OF THE EAST ABUTMENT OF BRIDGE NUMBER 34 ABOUT LEVEL WITH THE TRAIL.
 DH8224'THE STATION IS 2.5 M (8.2 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DH8224'MONROE-MINERAL POINT SHARED USE RECREATIONAL TRAIL AND 1 M (3.3 FT)
 DH8224'SOUTH OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION IS NOT
 DH8224'SUITABLE FOR GPS DUE TO ALL QUADRANTS BEING BLOCKED ABOVE 25 DEGREES
 DH8224'ABOVE THE HORIZON.
 DH8224
 DH8224                          STATION RECOVERY (2007)
 DH8224
 DH8224'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8224'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS--
 DH8224'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH COUNTY
 DH8224'HIGHWAY D SOUTH ON THE WEST SIDE OF THE COMMUNITY OF SOUTH WAYNE, GO
 DH8224'WEST ON STATE HIGHWAY 11 FOR 0.63 MILE TO A GRAVEL FIELD ENTRANCE JUST
 DH8224'WEST OF THE WEST GUARD RAIL OF THE SECOND HIGHWAY BRIDGE ON THE RIGHT,
 DH8224'TURN RIGHT AND GO NORTH ON THE GRAVEL ENTRANCE FOR 22 M TO THE
 DH8224'RECREATIONAL TRAIL,
 DH8224'TURN RIGHT AND GO EAST ON THE TRAIL FOR 0.09 MILE TO BRIDGE NUMBER 34
 DH8224'AND THE STATION ON THE RIGHT.  ADD-- THE STATION IS 0.7 M NORTHWEST OF
 DH8224'A WHITE PLASTIC WITNESS POST.  ---NOTE--- STATE HIGHWAY 176 NO LONGER
 DH8224'EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8223 ***********************************************************************
 DH8223  DESIGNATION -  1F06
 DH8223  PID         -  DH8223
 DH8223  STATE/COUNTY-  WI/GREEN
 DH8223  COUNTRY     -  US
 DH8223  USGS QUAD   -  BROWNTOWN (2018)
 DH8223
 DH8223                         *CURRENT SURVEY CONTROL
 DH8223  ______________________________________________________________________
 DH8223* NAD 83(1986) POSITION- 42 35 22.5    (N) 089 45 35.8    (W)   HD_HELD2
 DH8223* NAVD 88 ORTHO HEIGHT -   260.928 (meters)      856.06  (feet) ADJUSTED
 DH8223  ______________________________________________________________________
 DH8223  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 DH8223  DYNAMIC HEIGHT  -        260.846 (meters)      855.79  (feet) COMP
 DH8223  MODELED GRAVITY -    980,300.8   (mgal)                       NAVD 88
 DH8223
 DH8223  VERT ORDER      -  SECOND    CLASS I
 DH8223
 DH8223.The horizontal coordinates were established by autonomous hand held GPS
 DH8223.observations and have an estimated accuracy of +/- 10 meters.
 DH8223
 DH8223.The orthometric height was determined by differential leveling and
 DH8223.adjusted by the WI DEPT OF TRANSP
 DH8223.in May 2012.
 DH8223
 DH8223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8223.GEOID18 height accuracy estimate available here.
 DH8223
 DH8223.Click photographs - Photos may exist for this station.
 DH8223
 DH8223.The dynamic height is computed by dividing the NAVD 88
 DH8223.geopotential number by the normal gravity value computed on the
 DH8223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8223.degrees latitude (g = 980.6199 gals.).
 DH8223
 DH8223.The modeled gravity was interpolated from observed gravity values.
 DH8223
 DH8223;                    North         East    Units  Estimated Accuracy
 DH8223;SPC WI S     -    65,527.      619,705.      MT  (+/- 10 meters HH2 GPS)
 DH8223
 DH8223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7354218932(NAD 83)
 DH8223
 DH8223                          SUPERSEDED SURVEY CONTROL
 DH8223
 DH8223  NAVD 88 (04/20/07)  260.914  (m)          856.02   (f) SUPERSEDED  2 1
 DH8223
 DH8223.Superseded values are not recommended for survey control.
 DH8223
 DH8223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8223.See file dsdata.pdf to determine how the superseded data were derived.
 DH8223
 DH8223_MARKER: DD = SURVEY DISK
 DH8223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8223_SP_SET: ABUTMENT END
 DH8223_STAMPING: 1F06 2004
 DH8223_MARK LOGO: WIDT
 DH8223_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8223+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2007
 DH8223
 DH8223  HISTORY     - Date     Condition        Report By
 DH8223  HISTORY     - 2003     MONUMENTED       WIDT
 DH8223  HISTORY     - 20030730 GOOD             WIDT
 DH8223  HISTORY     - 20070918 GOOD             WIDT
 DH8223
 DH8223                          STATION DESCRIPTION
 DH8223
 DH8223'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH8223'OWNERSHIP--TOWN OF CADIZ.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8223'STATE HIGHWAY 11 WITH STATE HIGHWAY 81 AND STATE HIGHWAY 69 IN THE
 DH8223'CITY OF MONROE, GO WEST ON STATE HIGHWAY 11 FOR 6.2 MI (9.98 KM) TO
 DH8223'ALLEN ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON ALLEN ROAD FOR 0.2
 DH8223'MI (0.32 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8223'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODEDIC SURVEY CONTROL STATION
 DH8223'DISK SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT ABOUT LEVEL
 DH8223'WITH THE ROAD PAVEMENT.  THE STATION IS 4.0 M (13.1 FT) WEST OF THE
 DH8223'CENTERLINE OF ALLEN ROAD, 53.7 M (176.2 FT) SOUTH-SOUTHWEST OF A METAL
 DH8223'POST FOR A --STOP AHEAD-- SIGN, 39 M (128.0 FT) SOUTH OF THE
 DH8223'CENTERLINE OF A FIELD ENTRANCE, 23 M (75.5 FT) NORTH OF THE CENTERLINE
 DH8223'OF A FIELD ENTRANCE, 1 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS
 DH8223'POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 DH8223'TO TREES BLOCKING THREE QUADRANTS HIGHER THAN 25 DEGREES ABOVE THE
 DH8223'HORIZON.
 DH8223
 DH8223                          STATION RECOVERY (2007)
 DH8223
 DH8223'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8222 ***********************************************************************
 DH8222  DESIGNATION -  1F07
 DH8222  PID         -  DH8222
 DH8222  STATE/COUNTY-  WI/GREEN
 DH8222  COUNTRY     -  US
 DH8222  USGS QUAD   -  MONROE (2018)
 DH8222
 DH8222                         *CURRENT SURVEY CONTROL
 DH8222  ______________________________________________________________________
 DH8222* NAD 83(1986) POSITION- 42 35 39.0    (N) 089 41 42.4    (W)   HD_HELD2
 DH8222* NAVD 88 ORTHO HEIGHT -   320.279 (meters)     1050.78  (feet) ADJUSTED
 DH8222  ______________________________________________________________________
 DH8222  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 DH8222  DYNAMIC HEIGHT  -        320.179 (meters)     1050.45  (feet) COMP
 DH8222  MODELED GRAVITY -    980,300.5   (mgal)                       NAVD 88
 DH8222
 DH8222  VERT ORDER      -  SECOND    CLASS I
 DH8222
 DH8222.The horizontal coordinates were established by autonomous hand held GPS
 DH8222.observations and have an estimated accuracy of +/- 10 meters.
 DH8222
 DH8222.The orthometric height was determined by differential leveling and
 DH8222.adjusted by the WI DEPT OF TRANSP
 DH8222.in May 2012.
 DH8222
 DH8222.No vertical observational check was made to the station.
 DH8222
 DH8222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8222.GEOID18 height accuracy estimate available here.
 DH8222
 DH8222.Click photographs - Photos may exist for this station.
 DH8222
 DH8222.The dynamic height is computed by dividing the NAVD 88
 DH8222.geopotential number by the normal gravity value computed on the
 DH8222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8222.degrees latitude (g = 980.6199 gals.).
 DH8222
 DH8222.The modeled gravity was interpolated from observed gravity values.
 DH8222
 DH8222;                    North         East    Units  Estimated Accuracy
 DH8222;SPC WI S     -    66,053.      625,025.      MT  (+/- 10 meters HH2 GPS)
 DH8222
 DH8222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7887819270(NAD 83)
 DH8222
 DH8222                          SUPERSEDED SURVEY CONTROL
 DH8222
 DH8222  NAVD 88 (04/20/07)  320.265  (m)         1050.74   (f) SUPERSEDED  2 1
 DH8222
 DH8222.Superseded values are not recommended for survey control.
 DH8222
 DH8222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8222.See file dsdata.pdf to determine how the superseded data were derived.
 DH8222
 DH8222_MARKER: DD = SURVEY DISK
 DH8222_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH8222_SP_SET: BOX CULVERT WINGWALL
 DH8222_STAMPING: 1FO7 2004
 DH8222_MARK LOGO: WIDT
 DH8222_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8222+STABILITY: SURFACE MOTION
 DH8222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8222+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2010
 DH8222
 DH8222  HISTORY     - Date     Condition        Report By
 DH8222  HISTORY     - 2003     MONUMENTED       WIDT
 DH8222  HISTORY     - 20030730 GOOD             WIDT
 DH8222  HISTORY     - 20070918 GOOD             WIDT
 DH8222  HISTORY     - 20100315 GOOD             AME
 DH8222
 DH8222                          STATION DESCRIPTION
 DH8222
 DH8222'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH8222'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8222'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 81
 DH8222'AND STATE HIGHWAY 69 IN THE CITY OF MONROE, GO SOUTHWEST ON STATE
 DH8222'HIGHWAY 11 FOR 2.0 MI (3.22 KM) TO THE STATION ON THE RIGHT.  THE
 DH8222'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODEDIC
 DH8222'SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EASTERN WING WALL OF
 DH8222'A BOX CULVERT ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8222'STATION IS 11.8 M (38.7 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DH8222'11, 159 M (521.7 FT) EAST OF THE SOUTHERN WOOD POST FOR A --PATTERSON
 DH8222'RD-- SIGN, 13 M (42.7 FT) SOUTH OF A CULTIVATED FIELD, 1 M (3.3 FT)
 DH8222'SOUTHWEST OF WHITE PLASTIC POST.  ---NOTE---THIS STATION HAS NO
 DH8222'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8222'HORIZON.
 DH8222
 DH8222                          STATION RECOVERY (2007)
 DH8222
 DH8222'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8222'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.22 MILE EAST OF
 DH8222'PATTERSON ROAD AND 0.20 MILE WEST OF SCHUETZ ROAD.
 DH8222
 DH8222                          STATION RECOVERY (2010)
 DH8222
 DH8222'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2010 (WJN)
 DH8222'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8255 ***********************************************************************
 DH8255  DESIGNATION -  1F46
 DH8255  PID         -  DH8255
 DH8255  STATE/COUNTY-  WI/IOWA
 DH8255  COUNTRY     -  US
 DH8255  USGS QUAD   -  DODGEVILLE (2018)
 DH8255
 DH8255                         *CURRENT SURVEY CONTROL
 DH8255  ______________________________________________________________________
 DH8255* NAD 83(1986) POSITION- 42 58 10.10   (N) 090 13 35.01   (W)   HD_HELD1
 DH8255* NAVD 88 ORTHO HEIGHT -   368.436 (meters)     1208.78  (feet) ADJUSTED
 DH8255  ______________________________________________________________________
 DH8255  GEOID HEIGHT    -        -33.524 (meters)                     GEOID18
 DH8255  DYNAMIC HEIGHT  -        368.325 (meters)     1208.41  (feet) COMP
 DH8255  MODELED GRAVITY -    980,309.5   (mgal)                       NAVD 88
 DH8255
 DH8255  VERT ORDER      -  SECOND    CLASS I
 DH8255
 DH8255.The horizontal coordinates were determined by differentially corrected
 DH8255.hand held GPS observations or other comparable positioning techniques
 DH8255.and have an estimated accuracy of +/- 3 meters.
 DH8255
 DH8255.The orthometric height was determined by differential leveling and
 DH8255.adjusted by the WI DEPT OF TRANSP
 DH8255.in May 2012.
 DH8255
 DH8255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8255.GEOID18 height accuracy estimate available here.
 DH8255
 DH8255.Click photographs - Photos may exist for this station.
 DH8255
 DH8255.The dynamic height is computed by dividing the NAVD 88
 DH8255.geopotential number by the normal gravity value computed on the
 DH8255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8255.degrees latitude (g = 980.6199 gals.).
 DH8255
 DH8255.The modeled gravity was interpolated from observed gravity values.
 DH8255
 DH8255;                    North         East    Units  Estimated Accuracy
 DH8255;SPC WI S     -   107,724.3     581,531.4     MT  (+/- 3 meters HH1 GPS) 
 DH8255
 DH8255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2619061157(NAD 83)
 DH8255
 DH8255                          SUPERSEDED SURVEY CONTROL
 DH8255
 DH8255  NAVD 88 (04/20/07)  368.427  (m)         1208.75   (f) SUPERSEDED  2 1
 DH8255
 DH8255.Superseded values are not recommended for survey control.
 DH8255
 DH8255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8255.See file dsdata.pdf to determine how the superseded data were derived.
 DH8255
 DH8255_MARKER: DD = SURVEY DISK
 DH8255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8255_STAMPING: 1F46 2004
 DH8255_MARK LOGO: WIDT
 DH8255_PROJECTION: FLUSH
 DH8255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8255+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2016
 DH8255
 DH8255  HISTORY     - Date     Condition        Report By
 DH8255  HISTORY     - 2004     MONUMENTED       WIDT
 DH8255  HISTORY     - 20071003 GOOD             WIDT
 DH8255  HISTORY     - 20160913 GOOD             WIDT
 DH8255
 DH8255                          STATION DESCRIPTION
 DH8255
 DH8255'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8255'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH8255'HIGHWAY 18 WITH COUNTY HIGHWAY Q SOUTH AND BERG ROAD ABOUT 4 MI (6.44
 DH8255'KM) WEST OF THE CITY OF DODGEVILLE, GO WEST ON US HIGHWAY 18 FOR 0.75
 DH8255'MI (1.21 KM) TO COUNTY HIGHWAY CH ON THE LEFT, TURN LEFT AND GO SOUTH
 DH8255'ON COUNTY HIGHWAY CH FOR 0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 DH8255'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8255'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8255'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8255'STATION IS 9.0 M (29.5 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8255'CH, 111.0 M (364.2 FT) NORTH-NORTHWEST OF A WOOD POST FOR A --JUNCTION
 DH8255'18-- SIGN, 2 M (6.6 FT) EAST OF A CULTIVATED FIELD, 1.0 M (3.3 FT)
 DH8255'SOUTH-SOUTHWEST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT)
 DH8255'NORTH-NORTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT)
 DH8255'EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8255'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8255'HORIZON.
 DH8255
 DH8255                          STATION RECOVERY (2007)
 DH8255
 DH8255'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8255'RECOVERED IN GOOD CONDITION.
 DH8255
 DH8255                          STATION RECOVERY (2016)
 DH8255
 DH8255'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8255'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8256 ***********************************************************************
 DH8256  DESIGNATION -  1F47
 DH8256  PID         -  DH8256
 DH8256  STATE/COUNTY-  WI/IOWA
 DH8256  COUNTRY     -  US
 DH8256  USGS QUAD   -  DODGEVILLE (2018)
 DH8256
 DH8256                         *CURRENT SURVEY CONTROL
 DH8256  ______________________________________________________________________
 DH8256* NAD 83(1986) POSITION- 42 58 25.48   (N) 090 11 38.46   (W)   HD_HELD1
 DH8256* NAVD 88 ORTHO HEIGHT -   388.006 (meters)     1272.98  (feet) ADJUSTED
 DH8256  ______________________________________________________________________
 DH8256  GEOID HEIGHT    -        -33.547 (meters)                     GEOID18
 DH8256  DYNAMIC HEIGHT  -        387.891 (meters)     1272.61  (feet) COMP
 DH8256  MODELED GRAVITY -    980,312.4   (mgal)                       NAVD 88
 DH8256
 DH8256  VERT ORDER      -  SECOND    CLASS I
 DH8256
 DH8256.The horizontal coordinates were determined by differentially corrected
 DH8256.hand held GPS observations or other comparable positioning techniques
 DH8256.and have an estimated accuracy of +/- 3 meters.
 DH8256
 DH8256.The orthometric height was determined by differential leveling and
 DH8256.adjusted by the WI DEPT OF TRANSP
 DH8256.in May 2012.
 DH8256
 DH8256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8256.GEOID18 height accuracy estimate available here.
 DH8256
 DH8256.Click photographs - Photos may exist for this station.
 DH8256
 DH8256.The dynamic height is computed by dividing the NAVD 88
 DH8256.geopotential number by the normal gravity value computed on the
 DH8256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8256.degrees latitude (g = 980.6199 gals.).
 DH8256
 DH8256.The modeled gravity was interpolated from observed gravity values.
 DH8256
 DH8256;                    North         East    Units  Estimated Accuracy
 DH8256;SPC WI S     -   108,192.3     584,173.6     MT  (+/- 3 meters HH1 GPS) 
 DH8256
 DH8256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2881561720(NAD 83)
 DH8256
 DH8256                          SUPERSEDED SURVEY CONTROL
 DH8256
 DH8256  NAVD 88 (04/20/07)  387.997  (m)         1272.95   (f) SUPERSEDED  2 1
 DH8256
 DH8256.Superseded values are not recommended for survey control.
 DH8256
 DH8256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8256.See file dsdata.pdf to determine how the superseded data were derived.
 DH8256
 DH8256_MARKER: DD = SURVEY DISK
 DH8256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8256_STAMPING: 1F47 2004
 DH8256_MARK LOGO: WIDT
 DH8256_PROJECTION: FLUSH
 DH8256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8256+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2016
 DH8256
 DH8256  HISTORY     - Date     Condition        Report By
 DH8256  HISTORY     - 2004     MONUMENTED       WIDT
 DH8256  HISTORY     - 20071003 GOOD             WIDT
 DH8256  HISTORY     - 20160913 GOOD             WIDT
 DH8256
 DH8256                          STATION DESCRIPTION
 DH8256
 DH8256'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8256'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8256'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH COUNTY HIGHWAY Q NORTH
 DH8256'AND SURVEY ROAD, ABOUT 2 MI (3.22 KM) WEST OF THE CITY OF DODGEVILLE,
 DH8256'GO WEST ON US HIGHWAY 18 FOR 1.1 MI (1.77 KM) TO THE STATION ON THE
 DH8256'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8256'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8256'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DH8256'THE STATION IS 16.2 M (53.1 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DH8256'18, 67.6 M (221.8 FT) WEST OF A WOOD POST FOR A --ADOPT A HIGHWAY,
 DH8256'SPONSOR CRESTSIDE ASSISTED LIVING OF DODGEVILLE-- SIGN, 58 M (190.3
 DH8256'FT) NORTHEAST OF POWER POLE --6-2-25 45/47-- , 2 M (6.6 FT) SOUTH OF A
 DH8256'CULTIVATED FIELD, 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS
 DH8256'POST, 1.0 M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0
 DH8256'M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8256'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8256'ABOVE THE HORIZON.
 DH8256
 DH8256                          STATION RECOVERY (2007)
 DH8256
 DH8256'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8256'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 43.0 M
 DH8256'EAST-NORTHEAST OF A --PASSING LANE 1 MILE AHEAD-- WOOD SIGN POST.
 DH8256'---NOTE--- THE --ADOPT A HIGHWAY-- SIGN IN THE 2004 DESCRIPTION IS NOT
 DH8256'PRESENT.
 DH8256
 DH8256                          STATION RECOVERY (2016)
 DH8256
 DH8256'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8256'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8279 ***********************************************************************
 DH8279  DESIGNATION -  1F49
 DH8279  PID         -  DH8279
 DH8279  STATE/COUNTY-  WI/IOWA
 DH8279  COUNTRY     -  US
 DH8279  USGS QUAD   -  JONESDALE (2018)
 DH8279
 DH8279                         *CURRENT SURVEY CONTROL
 DH8279  ______________________________________________________________________
 DH8279* NAD 83(1986) POSITION- 42 57 58.1    (N) 090 04 07.7    (W)   HD_HELD2
 DH8279* NAVD 88 ORTHO HEIGHT -   328.209 (meters)     1076.80  (feet) ADJUSTED
 DH8279  ______________________________________________________________________
 DH8279  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 DH8279  DYNAMIC HEIGHT  -        328.114 (meters)     1076.49  (feet) COMP
 DH8279  MODELED GRAVITY -    980,321.8   (mgal)                       NAVD 88
 DH8279
 DH8279  VERT ORDER      -  SECOND    CLASS I
 DH8279
 DH8279.The horizontal coordinates were established by autonomous hand held GPS
 DH8279.observations and have an estimated accuracy of +/- 10 meters.
 DH8279
 DH8279.The orthometric height was determined by differential leveling and
 DH8279.adjusted by the WI DEPT OF TRANSP
 DH8279.in May 2012.
 DH8279
 DH8279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8279.GEOID18 height accuracy estimate available here.
 DH8279
 DH8279.Click photographs - Photos may exist for this station.
 DH8279
 DH8279.The dynamic height is computed by dividing the NAVD 88
 DH8279.geopotential number by the normal gravity value computed on the
 DH8279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8279.degrees latitude (g = 980.6199 gals.).
 DH8279
 DH8279.The modeled gravity was interpolated from observed gravity values.
 DH8279
 DH8279;                    North         East    Units  Estimated Accuracy
 DH8279;SPC WI S     -   107,331.      594,387.      MT  (+/- 10 meters HH2 GPS)
 DH8279
 DH8279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3905561224(NAD 83)
 DH8279
 DH8279                          SUPERSEDED SURVEY CONTROL
 DH8279
 DH8279  NAVD 88 (04/20/07)  328.198  (m)         1076.76   (f) SUPERSEDED  2 1
 DH8279
 DH8279.Superseded values are not recommended for survey control.
 DH8279
 DH8279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8279.See file dsdata.pdf to determine how the superseded data were derived.
 DH8279
 DH8279_MARKER: DD = SURVEY DISK
 DH8279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8279_SP_SET: CATTLE PASS WINGWALL
 DH8279_STAMPING: 1F49 2004
 DH8279_MARK LOGO: WIDT
 DH8279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8279+STABILITY: SURFACE MOTION
 DH8279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8279+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 DH8279
 DH8279  HISTORY     - Date     Condition        Report By
 DH8279  HISTORY     - 2004     MONUMENTED       WIDT
 DH8279  HISTORY     - 20071008 GOOD             WIDT
 DH8279
 DH8279                          STATION DESCRIPTION
 DH8279
 DH8279'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8279'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8279'STATION FROM THE JUNCTION OF US HIGHWAY 18 AND US HIGHWAY 151 WITH
 DH8279'COUNTY HIGHWAY YZ NORTH AND COUNTY HIGHWAY Y SOUTH ABOUT 3 MI (4.83
 DH8279'KM) EAST OF THE CITY OF DODGEVILLE, GO WEST ON US HIGHWAY 18 AND US
 DH8279'HIGHWAY 151 FOR 1.2 MI (1.93 KM) TO THE STATION ON THE LEFT.  THE
 DH8279'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8279'SURVEY CONTROL STATION DISK SET IN THE SOUTHWEST WINGWALL OF A
 DH8279'CATTLEPASS ABOUT 3 M (9.8 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION
 DH8279'IS 15.7 M (51.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES FOR
 DH8279'US HIGHWAY 18 AND 151, 21.7 M (71.2 FT) SOUTHEAST OF THE EASTERN END
 DH8279'OF THE SOUTH GUARDRAIL AND 0.3 M (1.0 FT) EAST OF A WHITE PLASTIC
 DH8279'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8279'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8279
 DH8279                          STATION RECOVERY (2007)
 DH8279
 DH8279'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8279'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.7 MILES EAST OF
 DH8279'THE JUNCTION OF US HIGHWAY 18 WITH US HIGHWAY 151 AND 78 M
 DH8279'WEST-SOUTHWEST OF MILE MARKER --49--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8280 ***********************************************************************
 DH8280  DESIGNATION -  1F50
 DH8280  PID         -  DH8280
 DH8280  STATE/COUNTY-  WI/IOWA
 DH8280  COUNTRY     -  US
 DH8280  USGS QUAD   -  JONESDALE (2018)
 DH8280
 DH8280                         *CURRENT SURVEY CONTROL
 DH8280  ______________________________________________________________________
 DH8280* NAD 83(1986) POSITION- 42 59 35.6    (N) 090 00 00.3    (W)   HD_HELD2
 DH8280* NAVD 88 ORTHO HEIGHT -   365.419 (meters)     1198.88  (feet) ADJUSTED
 DH8280  ______________________________________________________________________
 DH8280  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 DH8280  DYNAMIC HEIGHT  -        365.314 (meters)     1198.53  (feet) COMP
 DH8280  MODELED GRAVITY -    980,323.8   (mgal)                       NAVD 88
 DH8280
 DH8280  VERT ORDER      -  SECOND    CLASS I
 DH8280
 DH8280.The horizontal coordinates were established by autonomous hand held GPS
 DH8280.observations and have an estimated accuracy of +/- 10 meters.
 DH8280
 DH8280.The orthometric height was determined by differential leveling and
 DH8280.adjusted by the WI DEPT OF TRANSP
 DH8280.in May 2012.
 DH8280
 DH8280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8280.GEOID18 height accuracy estimate available here.
 DH8280
 DH8280.Click photographs - Photos may exist for this station.
 DH8280
 DH8280.The dynamic height is computed by dividing the NAVD 88
 DH8280.geopotential number by the normal gravity value computed on the
 DH8280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8280.degrees latitude (g = 980.6199 gals.).
 DH8280
 DH8280.The modeled gravity was interpolated from observed gravity values.
 DH8280
 DH8280;                    North         East    Units  Estimated Accuracy
 DH8280;SPC WI S     -   110,338.      599,993.      MT  (+/- 10 meters HH2 GPS)
 DH8280
 DH8280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4455364429(NAD 83)
 DH8280
 DH8280                          SUPERSEDED SURVEY CONTROL
 DH8280
 DH8280  NAVD 88 (04/20/07)  365.407  (m)         1198.84   (f) SUPERSEDED  2 1
 DH8280
 DH8280.Superseded values are not recommended for survey control.
 DH8280
 DH8280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8280.See file dsdata.pdf to determine how the superseded data were derived.
 DH8280
 DH8280_MARKER: DD = SURVEY DISK
 DH8280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8280_STAMPING: 1F50 2004
 DH8280_MARK LOGO: WIDT
 DH8280_PROJECTION: FLUSH
 DH8280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8280+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 DH8280
 DH8280  HISTORY     - Date     Condition        Report By
 DH8280  HISTORY     - 2004     MONUMENTED       WIDT
 DH8280  HISTORY     - 20071001 GOOD             WIDT
 DH8280
 DH8280                          STATION DESCRIPTION
 DH8280
 DH8280'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8280'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8280'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH COUNTY HIGHWAY Y AND
 DH8280'COUNTY HIGHWAY YZ ABOUT 4 MI (6.44 KM) EAST OF THE CITY OF DODGEVILLE,
 DH8280'GO NORTHEAST ON US HIGHWAY 18 FOR 2.9 MI (4.67 KM) TO COUNTY HIGHWAY
 DH8280'HHH ON THE LEFT, PRAIRIE ROAD AND THE STATION ON THE RIGHT.  THE
 DH8280'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8280'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8280'CONCRETE POST ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DH8280'STATION IS 17.9 M (58.7 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 DH8280'LANES OF US HIGHWAY 18, 66.0 M (216.5 FT) EAST OF THE CENTERLINE OF
 DH8280'PRAIRIE ROAD, 2.0 M (6.6 FT) NORTH OF FENCE, 1.1 M (3.6 FT) SOUTHEAST
 DH8280'OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) NORTH OF A WHITE
 DH8280'PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC
 DH8280'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8280'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8280
 DH8280                          STATION RECOVERY (2007)
 DH8280
 DH8280'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8281 ***********************************************************************
 DH8281  DESIGNATION -  1F51
 DH8281  PID         -  DH8281
 DH8281  STATE/COUNTY-  WI/IOWA
 DH8281  COUNTRY     -  US
 DH8281  USGS QUAD   -  BARNEVELD (2018)
 DH8281
 DH8281                         *CURRENT SURVEY CONTROL
 DH8281  ______________________________________________________________________
 DH8281* NAD 83(1986) POSITION- 43 00 33.2    (N) 089 56 12.6    (W)   HD_HELD2
 DH8281* NAVD 88 ORTHO HEIGHT -   360.445 (meters)     1182.56  (feet) ADJUSTED
 DH8281  ______________________________________________________________________
 DH8281  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 DH8281  DYNAMIC HEIGHT  -        360.339 (meters)     1182.21  (feet) COMP
 DH8281  MODELED GRAVITY -    980,316.3   (mgal)                       NAVD 88
 DH8281
 DH8281  VERT ORDER      -  SECOND    CLASS I
 DH8281
 DH8281.The horizontal coordinates were established by autonomous hand held GPS
 DH8281.observations and have an estimated accuracy of +/- 10 meters.
 DH8281
 DH8281.The orthometric height was determined by differential leveling and
 DH8281.adjusted by the WI DEPT OF TRANSP
 DH8281.in May 2012.
 DH8281
 DH8281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8281.GEOID18 height accuracy estimate available here.
 DH8281
 DH8281.Click photographs - Photos may exist for this station.
 DH8281
 DH8281.The dynamic height is computed by dividing the NAVD 88
 DH8281.geopotential number by the normal gravity value computed on the
 DH8281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8281.degrees latitude (g = 980.6199 gals.).
 DH8281
 DH8281.The modeled gravity was interpolated from observed gravity values.
 DH8281
 DH8281;                    North         East    Units  Estimated Accuracy
 DH8281;SPC WI S     -   112,117.      605,150.      MT  (+/- 10 meters HH2 GPS)
 DH8281
 DH8281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6065166025(NAD 83)
 DH8281
 DH8281                          SUPERSEDED SURVEY CONTROL
 DH8281
 DH8281  NAVD 88 (04/20/07)  360.433  (m)         1182.52   (f) SUPERSEDED  2 1
 DH8281
 DH8281.Superseded values are not recommended for survey control.
 DH8281
 DH8281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8281.See file dsdata.pdf to determine how the superseded data were derived.
 DH8281
 DH8281_MARKER: DD = SURVEY DISK
 DH8281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8281_STAMPING: 1F51 2004
 DH8281_MARK LOGO: WIDT
 DH8281_PROJECTION: FLUSH
 DH8281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8281+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 DH8281
 DH8281  HISTORY     - Date     Condition        Report By
 DH8281  HISTORY     - 2004     MONUMENTED       WIDT
 DH8281  HISTORY     - 20071001 GOOD             WIDT
 DH8281  HISTORY     - 20101101 GOOD             JCLS
 DH8281
 DH8281                          STATION DESCRIPTION
 DH8281
 DH8281'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8281'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8281'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH COUNTY HIGHWAY ID IN
 DH8281'THE VILLAGE OF BARNEVELD, GO WEST ON US HIGHWAY 18 FOR 1.8 MI (2.9 KM)
 DH8281'TO THOMPSON ROAD ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION
 DH8281'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8281'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH8281'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 35.1 M (115.2
 DH8281'FT) SOUTH OF THE CENTERLINE OF THE TWO EAST BOUND LANES OF US HIGHWAY
 DH8281'18, 39.4 M (129.3 FT) EAST OF THE CENTERLINE OF THOMPSON ROAD, 1.5 M
 DH8281'(4.9 FT) NORTHWEST OF FENCE, 1.1 M (3.6 FT) NORTH OF A WHITE PLASTIC
 DH8281'WITNESS POST, 1.1 M (3.6 FT) EAST SOUTHEAST OF A WHITE PLASTIC WITNESS
 DH8281'POST AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DH8281'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8281'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8281
 DH8281                          STATION RECOVERY (2007)
 DH8281
 DH8281'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8281'RECOVERED IN GOOD CONDITION.
 DH8281
 DH8281                          STATION RECOVERY (2010)
 DH8281
 DH8281'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DH8281'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8282 ***********************************************************************
 DH8282  DESIGNATION -  1F52
 DH8282  PID         -  DH8282
 DH8282  STATE/COUNTY-  WI/IOWA
 DH8282  COUNTRY     -  US
 DH8282  USGS QUAD   -  BARNEVELD (2018)
 DH8282
 DH8282                         *CURRENT SURVEY CONTROL
 DH8282  ______________________________________________________________________
 DH8282* NAD 83(1986) POSITION- 43 00 34.2    (N) 089 54 07.1    (W)   HD_HELD2
 DH8282* NAVD 88 ORTHO HEIGHT -   373.477 (meters)     1225.32  (feet) ADJUSTED
 DH8282  ______________________________________________________________________
 DH8282  GEOID HEIGHT    -        -33.986 (meters)                     GEOID18
 DH8282  DYNAMIC HEIGHT  -        373.367 (meters)     1224.95  (feet) COMP
 DH8282  MODELED GRAVITY -    980,314.5   (mgal)                       NAVD 88
 DH8282
 DH8282  VERT ORDER      -  SECOND    CLASS I
 DH8282
 DH8282.The horizontal coordinates were established by autonomous hand held GPS
 DH8282.observations and have an estimated accuracy of +/- 10 meters.
 DH8282
 DH8282.The orthometric height was determined by differential leveling and
 DH8282.adjusted by the WI DEPT OF TRANSP
 DH8282.in May 2012.
 DH8282
 DH8282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8282.GEOID18 height accuracy estimate available here.
 DH8282
 DH8282.Click photographs - Photos may exist for this station.
 DH8282
 DH8282.The dynamic height is computed by dividing the NAVD 88
 DH8282.geopotential number by the normal gravity value computed on the
 DH8282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8282.degrees latitude (g = 980.6199 gals.).
 DH8282
 DH8282.The modeled gravity was interpolated from observed gravity values.
 DH8282
 DH8282;                    North         East    Units  Estimated Accuracy
 DH8282;SPC WI S     -   112,151.      607,992.      MT  (+/- 10 meters HH2 GPS)
 DH8282
 DH8282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6349465957(NAD 83)
 DH8282
 DH8282                          SUPERSEDED SURVEY CONTROL
 DH8282
 DH8282  NAVD 88 (04/20/07)  373.465  (m)         1225.28   (f) SUPERSEDED  2 1
 DH8282
 DH8282.Superseded values are not recommended for survey control.
 DH8282
 DH8282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8282.See file dsdata.pdf to determine how the superseded data were derived.
 DH8282
 DH8282_MARKER: DD = SURVEY DISK
 DH8282_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8282_SP_SET: BRIDGE PARAPET
 DH8282_STAMPING: 1F52 2004
 DH8282_MARK LOGO: WIDT
 DH8282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8282+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 DH8282
 DH8282  HISTORY     - Date     Condition        Report By
 DH8282  HISTORY     - 2004     MONUMENTED       WIDT
 DH8282  HISTORY     - 20071001 GOOD             WIDT
 DH8282
 DH8282                          STATION DESCRIPTION
 DH8282
 DH8282'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8282'OWNERSHIP--IOWA COUNTY.  THE STATION IS LOCATED AT THE INTERSECTION OF
 DH8282'US HIGHWAY 18 AND US HIGHWAY 151 WITH COUNTY HIGHWAY ID IN THE VILLAGE
 DH8282'OF BARNEVELD, THE STATION IS LOCATED ON THE COUNTY HIGHWAY ID BRIDGE
 DH8282'OVER US HIGHWAY 18 AND US HIGHWAY 151.  THE STATION IS A BRONZE
 DH8282'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8282'DISK SET IN THE MIDDLE OF THE EASTERN PARAPET OF A BRIDGE ABOUT 1 M
 DH8282'(3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 7.4 M (24.3 FT)
 DH8282'EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF COUNTY HIGHWAY ID AND
 DH8282'66.4 M (217.8 FT) SOUTH OF A WOOD POST FOR A --NO RIGHT TURN AND DO
 DH8282'NOT ENTER--SIGNS.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8282'OBSERVATIONS DUE TO ALL QUADRANTS BEING BLOCKED HIGHER THAN 25 DEGREES
 DH8282'ABOVE THE HORIZON.
 DH8282
 DH8282                          STATION RECOVERY (2007)
 DH8282
 DH8282'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8282'RECOVERED IN GOOD CONDITION.  THE STATION IS IN THE SOUTH END OF THE
 DH8282'EAST BRIDGE PARAPET OVER THE EAST END OF THE SOUTH BRIDGE ABUTMENT.
 DH8282'ADD-- THE STATION IS 13.8 M EAST-NORTHEAST OF THE EAST WOOD POST FOR A
 DH8282'--BARNEVELD AHEAD, DODGEVILLE LEFT-- SIGN, 20 CM NORTH OF THE NORTH
 DH8282'END OF THE SOUTHEAST TUBULAR METAL HAND RAIL, AND 14 CM SOUTH OF THE
 DH8282'SOUTH END OF A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8283 ***********************************************************************
 DH8283  DESIGNATION -  1F53
 DH8283  PID         -  DH8283
 DH8283  STATE/COUNTY-  WI/DANE
 DH8283  COUNTRY     -  US
 DH8283  USGS QUAD   -  BLUE MOUNDS (2018)
 DH8283
 DH8283                         *CURRENT SURVEY CONTROL
 DH8283  ______________________________________________________________________
 DH8283* NAD 83(1986) POSITION- 43 00 36.1    (N) 089 49 25.5    (W)   HD_HELD2
 DH8283* NAVD 88 ORTHO HEIGHT -   385.940 (meters)     1266.20  (feet) ADJUSTED
 DH8283  ______________________________________________________________________
 DH8283  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 DH8283  DYNAMIC HEIGHT  -        385.824 (meters)     1265.82  (feet) COMP
 DH8283  MODELED GRAVITY -    980,307.6   (mgal)                       NAVD 88
 DH8283
 DH8283  VERT ORDER      -  SECOND    CLASS I
 DH8283
 DH8283.The horizontal coordinates were established by autonomous hand held GPS
 DH8283.observations and have an estimated accuracy of +/- 10 meters.
 DH8283
 DH8283.The orthometric height was determined by differential leveling and
 DH8283.adjusted by the WI DEPT OF TRANSP
 DH8283.in May 2012.
 DH8283
 DH8283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8283.GEOID18 height accuracy estimate available here.
 DH8283
 DH8283.Click photographs - Photos may exist for this station.
 DH8283
 DH8283.The dynamic height is computed by dividing the NAVD 88
 DH8283.geopotential number by the normal gravity value computed on the
 DH8283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8283.degrees latitude (g = 980.6199 gals.).
 DH8283
 DH8283.The modeled gravity was interpolated from observed gravity values.
 DH8283
 DH8283;                    North         East    Units  Estimated Accuracy
 DH8283;SPC WI S     -   112,220.      614,369.      MT  (+/- 10 meters HH2 GPS)
 DH8283
 DH8283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6987165798(NAD 83)
 DH8283
 DH8283                          SUPERSEDED SURVEY CONTROL
 DH8283
 DH8283  NAVD 88 (04/20/07)  385.927  (m)         1266.16   (f) SUPERSEDED  2 1
 DH8283
 DH8283.Superseded values are not recommended for survey control.
 DH8283
 DH8283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8283.See file dsdata.pdf to determine how the superseded data were derived.
 DH8283
 DH8283_MARKER: DD = SURVEY DISK
 DH8283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8283_STAMPING: 1F53 2004
 DH8283_MARK LOGO: WIDT
 DH8283_PROJECTION: FLUSH
 DH8283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8283+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2007
 DH8283
 DH8283  HISTORY     - Date     Condition        Report By
 DH8283  HISTORY     - 2004     MONUMENTED       WIDT
 DH8283  HISTORY     - 20070423 GOOD             WIDT
 DH8283
 DH8283                          STATION DESCRIPTION
 DH8283
 DH8283'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8283'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8283'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 78 ABOUT
 DH8283'1 MI (1.61 KM) SOUTHWEST OF THE CITY OF MOUNT HOREB, GO WEST ON US
 DH8283'HIGHWAY 18 FOR 3.4 MI (5.47 KM) TO COUNTY HIGHWAY F AND THE STATION ON
 DH8283'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8283'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8283'A 41-CM DIAMETER CONCRETE POST ABOUT 3 M (9.8 FT) ABOVE THE HIGHWAY
 DH8283'PAVEMENT.  THE STATION IS 26.9 M (88.3 FT) SOUTH OF THE CENTERLINE OF
 DH8283'THE TWO EAST BOUND LANES OF US HIGHWAY 18, 58.1 M (190.6 FT) SOUTH OF
 DH8283'THE CENTERLINE OF COUNTY HIGHWAY F, 3.1 M (10.2 FT) NORTH NORTHEAST OF
 DH8283'A METAL POST FOR A --R/W-- SIGN, 1.6 M (5.2 FT) NORTH OF FENCE, 1.0 M
 DH8283'(3.3 FT) EAST SOUTHEAST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3
 DH8283'FT) NORTH OF A WHITE PLASTIC WITNESS POST AND 0.9 M (3.0 FT) SOUTHWEST
 DH8283'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8283'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8283'HORIZON.
 DH8283
 DH8283                          STATION RECOVERY (2007)
 DH8283
 DH8283'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8283'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 58.1 M EAST (NOT
 DH8283'SOUTH) OF COUNTY HIGHWAY F, 35.0 M SOUTHWEST OF THE SOUTH POST OF A
 DH8283'--EAST 18, NORTH 151-- SIGN, AND 2.6 M NORTHEAST OF A WOOD CORNER
 DH8283'FENCE POST WITH TWO PIPE BRACES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8284 ***********************************************************************
 DH8284  DESIGNATION -  1F54
 DH8284  PID         -  DH8284
 DH8284  STATE/COUNTY-  WI/DANE
 DH8284  COUNTRY     -  US
 DH8284  USGS QUAD   -  BLUE MOUNDS (2018)
 DH8284
 DH8284                         *CURRENT SURVEY CONTROL
 DH8284  ______________________________________________________________________
 DH8284* NAD 83(1986) POSITION- 43 00 23.2    (N) 089 47 03.7    (W)   HD_HELD2
 DH8284* NAVD 88 ORTHO HEIGHT -   383.796 (meters)     1259.17  (feet) ADJUSTED
 DH8284  ______________________________________________________________________
 DH8284  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 DH8284  DYNAMIC HEIGHT  -        383.683 (meters)     1258.80  (feet) COMP
 DH8284  MODELED GRAVITY -    980,313.7   (mgal)                       NAVD 88
 DH8284
 DH8284  VERT ORDER      -  SECOND    CLASS I
 DH8284
 DH8284.The horizontal coordinates were established by autonomous hand held GPS
 DH8284.observations and have an estimated accuracy of +/- 10 meters.
 DH8284
 DH8284.The orthometric height was determined by differential leveling and
 DH8284.adjusted by the WI DEPT OF TRANSP
 DH8284.in May 2012.
 DH8284
 DH8284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8284.GEOID18 height accuracy estimate available here.
 DH8284
 DH8284.Click photographs - Photos may exist for this station.
 DH8284
 DH8284.The dynamic height is computed by dividing the NAVD 88
 DH8284.geopotential number by the normal gravity value computed on the
 DH8284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8284.degrees latitude (g = 980.6199 gals.).
 DH8284
 DH8284.The modeled gravity was interpolated from observed gravity values.
 DH8284
 DH8284;                    North         East    Units  Estimated Accuracy
 DH8284;SPC WI S     -   111,829.      617,581.      MT  (+/- 10 meters HH2 GPS)
 DH8284
 DH8284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7306865292(NAD 83)
 DH8284
 DH8284                          SUPERSEDED SURVEY CONTROL
 DH8284
 DH8284  NAVD 88 (04/20/07)  383.783  (m)         1259.13   (f) SUPERSEDED  2 1
 DH8284
 DH8284.Superseded values are not recommended for survey control.
 DH8284
 DH8284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8284.See file dsdata.pdf to determine how the superseded data were derived.
 DH8284
 DH8284_MARKER: DD = SURVEY DISK
 DH8284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8284_STAMPING: 1F54 2004
 DH8284_MARK LOGO: WIDT
 DH8284_PROJECTION: FLUSH
 DH8284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8284+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2007
 DH8284
 DH8284  HISTORY     - Date     Condition        Report By
 DH8284  HISTORY     - 2004     MONUMENTED       WIDT
 DH8284  HISTORY     - 20070423 GOOD             WIDT
 DH8284
 DH8284                          STATION DESCRIPTION
 DH8284
 DH8284'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8284'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8284'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 78 ABOUT
 DH8284'1 MI (1.61 KM) SOUTHWEST OF THE VILLAGE OF MOUNT HOREB, GO WEST ON US
 DH8284'HIGHWAY 18 FOR 1.3 MI (2.09 KM) TO ERBE ROAD AND THE STATION ON THE
 DH8284'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8284'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8284'DIAMETER CONCRETE POST ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 DH8284'PAVEMENT.  THE STATION IS 27.3 M (89.6 FT) SOUTH OF THE CENTERLINE OF
 DH8284'THE TWO EAST BOUND LANES OF US HIGHWAY 18, 35.1 M (115.2 FT) EAST OF
 DH8284'THE CENTERLINE OF ERBE ROAD, 29.5 M (96.8 FT) SOUTHEAST OF A WOOD POST
 DH8284'FOR A --STOP-- SIGN, 12.0 M (39.4 FT) EAST SOUTH EAST OF A METAL POST
 DH8284'FOR A --R/W-- SIGN, 1.3 M (4.3 FT) NORTH OF FENCE, 1.1 M (3.6 FT)
 DH8284'NORTH OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) EAST OF A WHITE
 DH8284'PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC
 DH8284'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8284'EXTENDING HIGHER THEN 15 DEGREES ABOVE THE HORIZON.
 DH8284
 DH8284                          STATION RECOVERY (2007)
 DH8284
 DH8284'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8284'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 13.0 M
 DH8284'WEST-SOUTHWEST OF A WOOD CORNER FENCE POST WITH TWO PIPE BRACES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8285 ***********************************************************************
 DH8285  DESIGNATION -  1F55
 DH8285  PID         -  DH8285
 DH8285  STATE/COUNTY-  WI/DANE
 DH8285  COUNTRY     -  US
 DH8285  USGS QUAD   -  BLUE MOUNDS (2018)
 DH8285
 DH8285                         *CURRENT SURVEY CONTROL
 DH8285  ______________________________________________________________________
 DH8285* NAD 83(1986) POSITION- 43 00 02.5    (N) 089 45 36.4    (W)   HD_HELD2
 DH8285* NAVD 88 ORTHO HEIGHT -   379.248 (meters)     1244.25  (feet) ADJUSTED
 DH8285  ______________________________________________________________________
 DH8285  GEOID HEIGHT    -        -34.049 (meters)                     GEOID18
 DH8285  DYNAMIC HEIGHT  -        379.136 (meters)     1243.88  (feet) COMP
 DH8285  MODELED GRAVITY -    980,313.5   (mgal)                       NAVD 88
 DH8285
 DH8285  VERT ORDER      -  SECOND    CLASS I
 DH8285
 DH8285.The horizontal coordinates were established by autonomous hand held GPS
 DH8285.observations and have an estimated accuracy of +/- 10 meters.
 DH8285
 DH8285.The orthometric height was determined by differential leveling and
 DH8285.adjusted by the WI DEPT OF TRANSP
 DH8285.in May 2012.
 DH8285
 DH8285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8285.GEOID18 height accuracy estimate available here.
 DH8285
 DH8285.Click photographs - Photos may exist for this station.
 DH8285
 DH8285.The dynamic height is computed by dividing the NAVD 88
 DH8285.geopotential number by the normal gravity value computed on the
 DH8285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8285.degrees latitude (g = 980.6199 gals.).
 DH8285
 DH8285.The modeled gravity was interpolated from observed gravity values.
 DH8285
 DH8285;                    North         East    Units  Estimated Accuracy
 DH8285;SPC WI S     -   111,196.      619,560.      MT  (+/- 10 meters HH2 GPS)
 DH8285
 DH8285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7502464589(NAD 83)
 DH8285
 DH8285                          SUPERSEDED SURVEY CONTROL
 DH8285
 DH8285  NAVD 88 (04/20/07)  379.234  (m)         1244.20   (f) SUPERSEDED  2 1
 DH8285
 DH8285.Superseded values are not recommended for survey control.
 DH8285
 DH8285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8285.See file dsdata.pdf to determine how the superseded data were derived.
 DH8285
 DH8285_MARKER: DD = SURVEY DISK
 DH8285_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8285_SP_SET: BRIDGE PARAPET
 DH8285_STAMPING: 1F55 2004
 DH8285_MARK LOGO: WIDT
 DH8285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8285+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2007
 DH8285
 DH8285  HISTORY     - Date     Condition        Report By
 DH8285  HISTORY     - 2004     MONUMENTED       WIDT
 DH8285  HISTORY     - 20070423 GOOD             WIDT
 DH8285
 DH8285                          STATION DESCRIPTION
 DH8285
 DH8285'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8285'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8285'LOCATED ON THE STATE HIGHWAY 78 OVERPASS OF US HIGHWAY 18 AND US
 DH8285'HIGHWAY 151 ABOUT 1 MI (1.61 KM) SOUTHWEST OF THE VILLAGE OF MT.
 DH8285'HOREB.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8285'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTH END OF THE EAST
 DH8285'PARAPET ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8285'5.5 M (18.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 78 AND 16.1 M
 DH8285'(52.8 FT) NORTH OF WOOD POST --US HIGHWAY 18 WEST AND US HIGHWAY 151
 DH8285'SOUTH-- SIGN.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8285'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8285
 DH8285                          STATION RECOVERY (2007)
 DH8285
 DH8285'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8285'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.6 M NORTH OF A
 DH8285'WHITE PLASTIC WITNESS POST.  NOTE-- THE BRIDGE IS NUMBERED
 DH8285'--B-13-304-84--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8286 ***********************************************************************
 DH8286  DESIGNATION -  1F56
 DH8286  PID         -  DH8286
 DH8286  STATE/COUNTY-  WI/DANE
 DH8286  COUNTRY     -  US
 DH8286  USGS QUAD   -  CROSS PLAINS (2018)
 DH8286
 DH8286                         *CURRENT SURVEY CONTROL
 DH8286  ______________________________________________________________________
 DH8286* NAD 83(1986) POSITION- 43 00 14.9    (N) 089 42 09.2    (W)   HD_HELD2
 DH8286* NAVD 88 ORTHO HEIGHT -   360.186 (meters)     1181.71  (feet) ADJUSTED
 DH8286  ______________________________________________________________________
 DH8286  GEOID HEIGHT    -        -34.093 (meters)                     GEOID18
 DH8286  DYNAMIC HEIGHT  -        360.080 (meters)     1181.36  (feet) COMP
 DH8286  MODELED GRAVITY -    980,316.5   (mgal)                       NAVD 88
 DH8286
 DH8286  VERT ORDER      -  SECOND    CLASS I
 DH8286
 DH8286.The horizontal coordinates were established by autonomous hand held GPS
 DH8286.observations and have an estimated accuracy of +/- 10 meters.
 DH8286
 DH8286.The orthometric height was determined by differential leveling and
 DH8286.adjusted by the WI DEPT OF TRANSP
 DH8286.in May 2012.
 DH8286
 DH8286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8286.GEOID18 height accuracy estimate available here.
 DH8286
 DH8286.Click photographs - Photos may exist for this station.
 DH8286
 DH8286.The dynamic height is computed by dividing the NAVD 88
 DH8286.geopotential number by the normal gravity value computed on the
 DH8286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8286.degrees latitude (g = 980.6199 gals.).
 DH8286
 DH8286.The modeled gravity was interpolated from observed gravity values.
 DH8286
 DH8286;                    North         East    Units  Estimated Accuracy
 DH8286;SPC WI S     -   111,594.      624,251.      MT  (+/- 10 meters HH2 GPS)
 DH8286
 DH8286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7972864819(NAD 83)
 DH8286
 DH8286                          SUPERSEDED SURVEY CONTROL
 DH8286
 DH8286  NAVD 88 (04/20/07)  360.171  (m)         1181.66   (f) SUPERSEDED  2 1
 DH8286
 DH8286.Superseded values are not recommended for survey control.
 DH8286
 DH8286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8286.See file dsdata.pdf to determine how the superseded data were derived.
 DH8286
 DH8286_MARKER: DD = SURVEY DISK
 DH8286_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8286_SP_SET: PARAPET WALL
 DH8286_STAMPING: 1F56 2004
 DH8286_MARK LOGO: WIDT
 DH8286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8286+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2007
 DH8286
 DH8286  HISTORY     - Date     Condition        Report By
 DH8286  HISTORY     - 2004     MONUMENTED       WIDT
 DH8286  HISTORY     - 20070423 GOOD             WIDT
 DH8286
 DH8286                          STATION DESCRIPTION
 DH8286
 DH8286'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8286'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8286'LOCATED ON THE COUNTY HIGHWAY ID OVERPASS OF US HIGHWAY 18 AND US
 DH8286'HIGHWAY 151 ABOUT 1 MI (1.61 KM) SOUTHEAST OF THE VILLAGE OF MT HOREB.
 DH8286'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8286'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTH END OF THE WEST
 DH8286'PARAPET WALL ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DH8286'STATION IS 6.5 M (21.3 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8286'ID, 7.7 M (25.3 FT) NORTH OF THE EASTERN MOST WOOD POST FOR A
 DH8286'--MADISON-- SIGN AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS
 DH8286'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8286'ABOVE 15 DEGREES ABOVE THE HORIZON.
 DH8286
 DH8286                          STATION RECOVERY (2007)
 DH8286
 DH8286'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8286'RECOVERED IN GOOD CONDITION.  NOTE-- THE BRIDGE IS NUMBERED
 DH8286'--B-13-303-84--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8667 ***********************************************************************
 DH8667  DESIGNATION -  1F90
 DH8667  PID         -  DH8667
 DH8667  STATE/COUNTY-  WI/DANE
 DH8667  COUNTRY     -  US
 DH8667  USGS QUAD   -  CROSS PLAINS (2018)
 DH8667
 DH8667                         *CURRENT SURVEY CONTROL
 DH8667  ______________________________________________________________________
 DH8667* NAD 83(1986) POSITION- 43 00 36.3    (N) 089 43 36.2    (W)   HD_HELD2
 DH8667* NAVD 88 ORTHO HEIGHT -   359.937 (meters)     1180.89  (feet) ADJUSTED
 DH8667  ______________________________________________________________________
 DH8667  GEOID HEIGHT    -        -34.088 (meters)                     GEOID18
 DH8667  DYNAMIC HEIGHT  -        359.830 (meters)     1180.54  (feet) COMP
 DH8667  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 DH8667
 DH8667  VERT ORDER      -  SECOND    CLASS I
 DH8667
 DH8667.The horizontal coordinates were established by autonomous hand held GPS
 DH8667.observations and have an estimated accuracy of +/- 10 meters.
 DH8667
 DH8667.The orthometric height was determined by differential leveling and
 DH8667.adjusted by the WI DEPT OF TRANSP
 DH8667.in May 2012.
 DH8667
 DH8667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8667.GEOID18 height accuracy estimate available here.
 DH8667
 DH8667.Click photographs - Photos may exist for this station.
 DH8667
 DH8667.The dynamic height is computed by dividing the NAVD 88
 DH8667.geopotential number by the normal gravity value computed on the
 DH8667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8667.degrees latitude (g = 980.6199 gals.).
 DH8667
 DH8667.The modeled gravity was interpolated from observed gravity values.
 DH8667
 DH8667;                    North         East    Units  Estimated Accuracy
 DH8667;SPC WI S     -   112,247.      622,279.      MT  (+/- 10 meters HH2 GPS)
 DH8667
 DH8667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7777965542(NAD 83)
 DH8667
 DH8667                          SUPERSEDED SURVEY CONTROL
 DH8667
 DH8667  NAVD 88 (04/20/07)  359.923  (m)         1180.85   (f) SUPERSEDED  2 1
 DH8667
 DH8667.Superseded values are not recommended for survey control.
 DH8667
 DH8667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8667.See file dsdata.pdf to determine how the superseded data were derived.
 DH8667
 DH8667_MARKER: DD = SURVEY DISK
 DH8667_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8667_SP_SET: BRIDGE ABUTMENT
 DH8667_STAMPING: 1F90 2004
 DH8667_MARK LOGO: WIDT
 DH8667_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8667+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2007
 DH8667
 DH8667  HISTORY     - Date     Condition        Report By
 DH8667  HISTORY     - 2004     MONUMENTED       WIDT
 DH8667  HISTORY     - 20070423 GOOD             WIDT
 DH8667
 DH8667                          STATION DESCRIPTION
 DH8667
 DH8667'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8667'THE REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 SOUTH AND
 DH8667'SPRINGDALE STREET WITH STATE HIGHWAY NORTH (8TH STREET) TO THE NORTH
 DH8667'AND STATE HIGHWAY 92 SOUTH (8TH STREET) TO THE SOUTH IN THE VILLAGE OF
 DH8667'MOUNT HOREB, GO EAST ON SPRINGDALE STREET FOR 0.1 MI (0.16 KM) TO
 DH8667'MILITARY RIDGE STATE TRAIL BRIDGE AND THE STATION ON THE RIGHT.  THE
 DH8667'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8667'SURVEY CONTROL STATION DISK SET IN THE EAST END OF SOUTH ABUTMENT OF
 DH8667'BRIDGE --B-13-50-56-- LOCATED WITHIN THE RIGHT OF WAY ABOUT 1 M (3.3
 DH8667'FT) ABOUT THE HIGHWAY PAVEMENT.  THE STATION IS 7.7 M (25.3 FT) SOUTH
 DH8667'OF THE CENTERLINE OF SPRINGDALE STREET, 25.4 M (83.3 FT) EAST OF A
 DH8667'POWERPOLE, 13.2 M (43.3 FT) WEST OF A WOOD POST FOR A --SPEED LIMIT
 DH8667'30-- SIGN, AND 4.9 M (16.1 FT) EAST OF A WOOD POST FOR A --PEDESTRIAN
 DH8667'CROSSING-- SIGN.  ---NOTE---THE STATION IS NOT SUITABLE FOR GPS
 DH8667'OBSERVATIONS DUE TO BEING SET VERTICALLY.
 DH8667
 DH8667                          STATION RECOVERY (2007)
 DH8667
 DH8667'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8667'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 DH8667'OF BUSINESS US HIGHWAYS 18 AND 151 AND COUNTY HIGHWAY ID (SPRINGDALE
 DH8667'STREET) WITH STATE HIGHWAY 92 AND COUNTY HIGHWAY JG SOUTH (EIGHTH
 DH8667'STREET) AND STATE HIGHWAY 78 NORTH (EIGHTH STREET) IN THE VILLAGE OF
 DH8667'MOUNT HOREB,
 DH8667'GO EAST ON BUSINESS US HIGHWAYS 18 AND 151 AND COUNTY HIGHWAY ID
 DH8667'(SPRINGDALE STREET) FOR 0.18 MILE TO RECREATIONAL TRAIL BRIDGE
 DH8667'--B-13-50-56-- AND THE STATION ON THE RIGHT.
 DH8667'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8667'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE NORTH FACE
 DH8667'OF THE SOUTH BRIDGE PILING APPROXIMATELY 1 M ABOVE THE HIGHWAY
 DH8667'PAVEMENT.  THE STATION IS 7.7 M SOUTH OF THE CENTERLINE OF SPRINGDALE
 DH8667'STREET, 25.4 M EAST OF A POWER POLE, 13.2 M WEST OF A --SPEED LIMIT
 DH8667'30-- WOOD SIGN POST, 4.9 M EAST OF A --PEDESTRIAN CROSSING-- WOOD SIGN
 DH8667'POST,
 DH8667'1 M WEST OF THE EAST END OF THE PILING, 0.6 M ABOVE GROUND LEVEL, AND
 DH8667'0.9 M WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9743 ***********************************************************************
 DF9743  DESIGNATION -  1G01
 DF9743  PID         -  DF9743
 DF9743  STATE/COUNTY-  WI/GREEN
 DF9743  COUNTRY     -  US
 DF9743  USGS QUAD   -  MONROE (2018)
 DF9743
 DF9743                         *CURRENT SURVEY CONTROL
 DF9743  ______________________________________________________________________
 DF9743* NAD 83(1986) POSITION- 42 32 54.17   (N) 089 39 12.03   (W)   HD_HELD1
 DF9743* NAVD 88 ORTHO HEIGHT -   280.224 (meters)      919.37  (feet) ADJUSTED
 DF9743  ______________________________________________________________________
 DF9743  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 DF9743  DYNAMIC HEIGHT  -        280.135 (meters)      919.08  (feet) COMP
 DF9743  MODELED GRAVITY -    980,296.9   (mgal)                       NAVD 88
 DF9743
 DF9743  VERT ORDER      -  SECOND    CLASS I
 DF9743
 DF9743.The horizontal coordinates were determined by differentially corrected
 DF9743.hand held GPS observations or other comparable positioning techniques
 DF9743.and have an estimated accuracy of +/- 3 meters.
 DF9743
 DF9743.The orthometric height was determined by differential leveling and
 DF9743.adjusted by the WI DEPT OF TRANSP
 DF9743.in May 2012.
 DF9743
 DF9743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9743.GEOID18 height accuracy estimate available here.
 DF9743
 DF9743.Click photographs - Photos may exist for this station.
 DF9743
 DF9743.The dynamic height is computed by dividing the NAVD 88
 DF9743.geopotential number by the normal gravity value computed on the
 DF9743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9743.degrees latitude (g = 980.6199 gals.).
 DF9743
 DF9743.The modeled gravity was interpolated from observed gravity values.
 DF9743
 DF9743;                    North         East    Units  Estimated Accuracy
 DF9743;SPC WI S     -    60,980.3     628,474.1     MT  (+/- 3 meters HH1 GPS) 
 DF9743
 DF9743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8214614077(NAD 83)
 DF9743
 DF9743                          SUPERSEDED SURVEY CONTROL
 DF9743
 DF9743  NAVD 88 (04/20/07)  280.207  (m)          919.31   (f) SUPERSEDED  2 1
 DF9743  NAVD 88 (02/25/04)  280.183  (m)          919.23   (f) SUPERSEDED  2 1
 DF9743
 DF9743.Superseded values are not recommended for survey control.
 DF9743
 DF9743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9743.See file dsdata.pdf to determine how the superseded data were derived.
 DF9743
 DF9743_MARKER: DD = SURVEY DISK
 DF9743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9743_STAMPING: 1G01 2002
 DF9743_MARK LOGO: WIDT
 DF9743_PROJECTION: FLUSH
 DF9743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9743+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2014
 DF9743
 DF9743  HISTORY     - Date     Condition        Report By
 DF9743  HISTORY     - 2001     MONUMENTED       WIDT
 DF9743  HISTORY     - 20040413 GOOD             USPSQD
 DF9743  HISTORY     - 20060420 GOOD             JCLS
 DF9743  HISTORY     - 20070912 GOOD             WIDT
 DF9743  HISTORY     - 20140520 GOOD             ILDT
 DF9743
 DF9743                          STATION DESCRIPTION
 DF9743
 DF9743'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9743'THE STATION IS LOCATED ABOUT 17 KM SOUTHWEST OF JUDA, 14 KM SOUTHEAST
 DF9743'OF BROWNTOWN AND 6 KM SOUTH OF MONROE.    OWNERSHIP--TOWN OF CLARNO.
 DF9743'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE
 DF9743'HIGHWAY 69 SOUTH WITH STATE HIGHWAY 81 IN THE CITY OF MONROE, GO
 DF9743'SOUTH ON STATE HIGHWAY 69 FOR 7.4 KM TO TOWN CENTER ROAD ON THE LEFT
 DF9743'AND COUNTY HIGHWAY B ON THE RIGHT, TURN LEFT AND GO EAST ON TOWN
 DF9743'CENTER ROAD FOR 0.6 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9743'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9743'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9743'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9743'IS 6.6 M NORTH OF THE CENTERLINE OF TOWN CENTER ROAD, 0.2 KM EAST OF
 DF9743'THE CENTERLINE OF PRIVATE ENTRANCE --W5996--, AND 1.9 M
 DF9743'SOUTH-SOUTHWEST OF THE SOUTHEAST WOOD CORNER POST FOR A BARBED WIRE
 DF9743'FENCE.    ---NOTE---THE STATION IS WEST, EAST AND SOUTH OF THREE WHITE
 DF9743'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9743'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES.
 DF9743
 DF9743                          STATION RECOVERY (2004)
 DF9743
 DF9743'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9743'RECOVERED IN GOOD CONDITION.
 DF9743
 DF9743                          STATION RECOVERY (2006)
 DF9743
 DF9743'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 DF9743'RECOVERED IN GOOD CONDITION.
 DF9743
 DF9743                          STATION RECOVERY (2007)
 DF9743
 DF9743'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9743'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS RECESSED 10 CM
 DF9743'BELOW GROUND LEVEL
 DF9743
 DF9743                          STATION RECOVERY (2014)
 DF9743
 DF9743'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2014 (RBI)
 DF9743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9745 ***********************************************************************
 DF9745  DESIGNATION -  1G02
 DF9745  PID         -  DF9745
 DF9745  STATE/COUNTY-  WI/GREEN
 DF9745  COUNTRY     -  US
 DF9745  USGS QUAD   -  JUDA (2018)
 DF9745
 DF9745                         *CURRENT SURVEY CONTROL
 DF9745  ______________________________________________________________________
 DF9745* NAD 83(1986) POSITION- 42 32 51.5    (N) 089 36 38.8    (W)   HD_HELD2
 DF9745* NAVD 88 ORTHO HEIGHT -   288.549 (meters)      946.68  (feet) ADJUSTED
 DF9745  ______________________________________________________________________
 DF9745  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 DF9745  DYNAMIC HEIGHT  -        288.458 (meters)      946.38  (feet) COMP
 DF9745  MODELED GRAVITY -    980,297.1   (mgal)                       NAVD 88
 DF9745
 DF9745  VERT ORDER      -  SECOND    CLASS I
 DF9745
 DF9745.The horizontal coordinates were established by autonomous hand held GPS
 DF9745.observations and have an estimated accuracy of +/- 10 meters.
 DF9745
 DF9745.The orthometric height was determined by differential leveling and
 DF9745.adjusted by the WI DEPT OF TRANSP
 DF9745.in May 2012.
 DF9745
 DF9745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9745.GEOID18 height accuracy estimate available here.
 DF9745
 DF9745.Click photographs - Photos may exist for this station.
 DF9745
 DF9745.The dynamic height is computed by dividing the NAVD 88
 DF9745.geopotential number by the normal gravity value computed on the
 DF9745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9745.degrees latitude (g = 980.6199 gals.).
 DF9745
 DF9745.The modeled gravity was interpolated from observed gravity values.
 DF9745
 DF9745;                    North         East    Units  Estimated Accuracy
 DF9745;SPC WI S     -    60,913.      631,971.      MT  (+/- 10 meters HH2 GPS)
 DF9745
 DF9745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8563813886(NAD 83)
 DF9745
 DF9745                          SUPERSEDED SURVEY CONTROL
 DF9745
 DF9745  NAVD 88 (04/20/07)  288.532  (m)          946.63   (f) SUPERSEDED  2 1
 DF9745  NAVD 88 (02/25/04)  288.509  (m)          946.55   (f) SUPERSEDED  2 1
 DF9745
 DF9745.Superseded values are not recommended for survey control.
 DF9745
 DF9745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9745.See file dsdata.pdf to determine how the superseded data were derived.
 DF9745
 DF9745_MARKER: DD = SURVEY DISK
 DF9745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9745_STAMPING: 1G02 2002
 DF9745_MARK LOGO: WIDT
 DF9745_PROJECTION: FLUSH
 DF9745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9745+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 DF9745
 DF9745  HISTORY     - Date     Condition        Report By
 DF9745  HISTORY     - 20010917 MONUMENTED       WIDT
 DF9745  HISTORY     - 20040413 GOOD             USPSQD
 DF9745  HISTORY     - 20070912 GOOD             WIDT
 DF9745
 DF9745                          STATION DESCRIPTION
 DF9745
 DF9745'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9745'THE STATION IS LOCATED ABOUT 18 KM EAST-SOUTHEAST OF BROWNTOWN, 14 KM
 DF9745'WEST-SOUTHWEST OF JUDA AND 6 KM SOUTH OF MONROE.  OWNERSHIP--TOWN OF
 DF9745'CLARNO. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11
 DF9745'WITH STATE HIGHWAY 69 SOUTH WITH STATE HIGHWAY 81 IN THE CITY OF
 DF9745'MONROE, GO SOUTH ON STATE HIGHWAY 69 FOR 7.4 KM TO COUNTY HIGHWAY B
 DF9745'ON THE RIGHT AND TOWN CENTER ROAD ON THE LEFT, TURN LEFT AND GO EAST
 DF9745'ON TOWN CENTER ROAD FOR 3.2 KM TO HADDINGER ROAD, CONTINUE EAST ON
 DF9745'TOWN CENTER ROAD FOR 0.9 KM TO THE STATION ON THE LEFT. THE STATION
 DF9745'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9745'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9745'SET TO A DEPTH OF 1.5 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE
 DF9745'STATION IS 6.7 M NORTH OF THE CENTERLINE OF TOWN CENTER ROAD, AND 2 M
 DF9745'SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH, WEST
 DF9745'AND EAST OF THREE WHITE PLASTIC WITNESS POSTS.    ---NOTE2---THIS
 DF9745'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9745'ABOVE THE HORIZON.
 DF9745
 DF9745                          STATION RECOVERY (2004)
 DF9745
 DF9745'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9745'RECOVERED IN GOOD CONDITION.
 DF9745
 DF9745                          STATION RECOVERY (2007)
 DF9745
 DF9745'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9745'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.42 MILE WEST OF
 DF9745'FIVE CORNER ROAD, 0.21 MILE WEST OF PRIVATE ENTRANCE --W 4978--, 43.5
 DF9745'M EAST OF THE CENTERLINE OF A FIELD ENTRANCE, AND 8.4 M WEST OF THE
 DF9745'WEST METAL FENCE POST IN A ROW OF UNUSED METAL FENCE POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9746 ***********************************************************************
 DF9746  DESIGNATION -  1G03
 DF9746  PID         -  DF9746
 DF9746  STATE/COUNTY-  WI/GREEN
 DF9746  COUNTRY     -  US
 DF9746  USGS QUAD   -  JUDA (2018)
 DF9746
 DF9746                         *CURRENT SURVEY CONTROL
 DF9746  ______________________________________________________________________
 DF9746* NAD 83(1986) POSITION- 42 32 49.4    (N) 089 35 04.9    (W)   HD_HELD2
 DF9746* NAVD 88 ORTHO HEIGHT -   265.103 (meters)      869.76  (feet) ADJUSTED
 DF9746  ______________________________________________________________________
 DF9746  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 DF9746  DYNAMIC HEIGHT  -        265.019 (meters)      869.48  (feet) COMP
 DF9746  MODELED GRAVITY -    980,297.3   (mgal)                       NAVD 88
 DF9746
 DF9746  VERT ORDER      -  SECOND    CLASS I
 DF9746
 DF9746.The horizontal coordinates were established by autonomous hand held GPS
 DF9746.observations and have an estimated accuracy of +/- 10 meters.
 DF9746
 DF9746.The orthometric height was determined by differential leveling and
 DF9746.adjusted by the WI DEPT OF TRANSP
 DF9746.in May 2012.
 DF9746
 DF9746.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9746.GEOID18 height accuracy estimate available here.
 DF9746
 DF9746.Click photographs - Photos may exist for this station.
 DF9746
 DF9746.The dynamic height is computed by dividing the NAVD 88
 DF9746.geopotential number by the normal gravity value computed on the
 DF9746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9746.degrees latitude (g = 980.6199 gals.).
 DF9746
 DF9746.The modeled gravity was interpolated from observed gravity values.
 DF9746
 DF9746;                    North         East    Units  Estimated Accuracy
 DF9746;SPC WI S     -    60,859.      634,113.      MT  (+/- 10 meters HH2 GPS)
 DF9746
 DF9746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8777813756(NAD 83)
 DF9746
 DF9746                          SUPERSEDED SURVEY CONTROL
 DF9746
 DF9746  NAVD 88 (04/20/07)  265.086  (m)          869.70   (f) SUPERSEDED  2 1
 DF9746  NAVD 88 (02/25/04)  265.064  (m)          869.63   (f) SUPERSEDED  2 1
 DF9746
 DF9746.Superseded values are not recommended for survey control.
 DF9746
 DF9746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9746.See file dsdata.pdf to determine how the superseded data were derived.
 DF9746
 DF9746_MARKER: DD = SURVEY DISK
 DF9746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9746_STAMPING: 1G03 2002
 DF9746_MARK LOGO: WIDT
 DF9746_PROJECTION: FLUSH
 DF9746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9746+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 DF9746
 DF9746  HISTORY     - Date     Condition        Report By
 DF9746  HISTORY     - 2001     MONUMENTED       WIDT
 DF9746  HISTORY     - 20040413 GOOD             USPSQD
 DF9746  HISTORY     - 20070912 GOOD             WIDT
 DF9746
 DF9746                          STATION DESCRIPTION
 DF9746
 DF9746'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9746'THE STATION IS LOCATED ABOUT  19 KM SOUTHWEST OF BROADHEAD, 12 KM
 DF9746'SOUTHWEST OF JUDA AND 7 KM SOUTHEAST OF MONROE.  OWNERSHIP--TOWN OF
 DF9746'JEFFERSON.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY 11
 DF9746'WITH STATE HIGHWAY 69 SOUTH AND WITH STATE HIGHWAY 81 IN THE CITY OF
 DF9746'MONROE, GO SOUTH ON STATE HIGHWAY 69 FOR 7.5 KM TO COUNTY HIGHWAY B
 DF9746'ON THE RIGHT AND TOWN CENTER ROAD ON THE LEFT, TURN LEFT AND GO EAST
 DF9746'ON TOWN CENTER ROAD FOR 4.8 KM TO FIVE CORNERS ROAD, CONTINUE EAST ON
 DF9746'TOWN CENTER ROAD FOR 1.4 KM TO THE STATION ON THE LEFT.  THE STATION
 DF9746'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9746'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9746'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DF9746'STATION IS 7.6 M NORTH OF THE CENTERLINE OF TOWN CENTER ROAD, 138 M
 DF9746'WEST OF THE CENTERLINE OF RAHBERGER ROAD, 11.7 M EAST-SOUTHEAST OF
 DF9746'TELEPHONE PEDISTAL --G    35  LP--, AND 2 M SOUTH OF A CULTIVATED
 DF9746'FIELD. ---NOTE---THE STATION IS EAST, WEST AND SOUTH OF THREE WHITE
 DF9746'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9746'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9746
 DF9746                          STATION RECOVERY (2004)
 DF9746
 DF9746'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9746'RECOVERED IN GOOD CONDITION.
 DF9746
 DF9746                          STATION RECOVERY (2007)
 DF9746
 DF9746'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9746'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 29.5 M NORTHEAST OF
 DF9746'POWER POLE --WPL 1-8-19 43/53-- AND IN LINE WITH THE EXTENDED
 DF9746'CENTERLINE OF A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9748 ***********************************************************************
 DF9748  DESIGNATION -  1G04
 DF9748  PID         -  DF9748
 DF9748  STATE/COUNTY-  WI/GREEN
 DF9748  COUNTRY     -  US
 DF9748  USGS QUAD   -  JUDA (2018)
 DF9748
 DF9748                         *CURRENT SURVEY CONTROL
 DF9748  ______________________________________________________________________
 DF9748* NAD 83(1986) POSITION- 42 32 46.8    (N) 089 33 23.3    (W)   HD_HELD2
 DF9748* NAVD 88 ORTHO HEIGHT -   298.964 (meters)      980.85  (feet) ADJUSTED
 DF9748  ______________________________________________________________________
 DF9748  GEOID HEIGHT    -        -33.613 (meters)                     GEOID18
 DF9748  DYNAMIC HEIGHT  -        298.870 (meters)      980.54  (feet) COMP
 DF9748  MODELED GRAVITY -    980,297.4   (mgal)                       NAVD 88
 DF9748
 DF9748  VERT ORDER      -  SECOND    CLASS I
 DF9748
 DF9748.The horizontal coordinates were established by autonomous hand held GPS
 DF9748.observations and have an estimated accuracy of +/- 10 meters.
 DF9748
 DF9748.The orthometric height was determined by differential leveling and
 DF9748.adjusted by the WI DEPT OF TRANSP
 DF9748.in May 2012.
 DF9748
 DF9748.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9748.GEOID18 height accuracy estimate available here.
 DF9748
 DF9748.Click photographs - Photos may exist for this station.
 DF9748
 DF9748.The dynamic height is computed by dividing the NAVD 88
 DF9748.geopotential number by the normal gravity value computed on the
 DF9748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9748.degrees latitude (g = 980.6199 gals.).
 DF9748
 DF9748.The modeled gravity was interpolated from observed gravity values.
 DF9748
 DF9748;                    North         East    Units  Estimated Accuracy
 DF9748;SPC WI S     -    60,791.      636,432.      MT  (+/- 10 meters HH2 GPS)
 DF9748
 DF9748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9009313605(NAD 83)
 DF9748
 DF9748                          SUPERSEDED SURVEY CONTROL
 DF9748
 DF9748  NAVD 88 (04/20/07)  298.947  (m)          980.80   (f) SUPERSEDED  2 1
 DF9748  NAVD 88 (02/25/04)  298.926  (m)          980.73   (f) SUPERSEDED  2 1
 DF9748
 DF9748.Superseded values are not recommended for survey control.
 DF9748
 DF9748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9748.See file dsdata.pdf to determine how the superseded data were derived.
 DF9748
 DF9748_MARKER: DD = SURVEY DISK
 DF9748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9748_STAMPING: 1G04 2002
 DF9748_MARK LOGO: WIDT
 DF9748_PROJECTION: FLUSH
 DF9748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9748+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 DF9748
 DF9748  HISTORY     - Date     Condition        Report By
 DF9748  HISTORY     - 2001     MONUMENTED       WIDT
 DF9748  HISTORY     - 20040413 GOOD             USPSQD
 DF9748  HISTORY     - 20070912 GOOD             WIDT
 DF9748
 DF9748                          STATION DESCRIPTION
 DF9748
 DF9748'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9748'THE STATION IS LOCATED ABOUT 17 KM SOUTHWEST OF BRODHEAD, 9 KM
 DF9748'SOUTHWEST OF JUDA AND 9 KM SOUTHEAST OF MONROE. OWNERSHIP--TOWN OF
 DF9748'JEFFERSON. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11
 DF9748'WITH STATE HIGHWAY 69 SOUTH AND WITH STATE HIGHWAY 81 IN THE CITY OF
 DF9748'MONROE, GO SOUTH ON STATE HIGHWAY 69 FOR 7.5 KM TO COUNTY HIGHWAY B
 DF9748'ON THE RIGHT AND TOWN CENTER ROAD ON THE LEFT, TURN LEFT AND GO EAST
 DF9748'ON TOWN CENTER ROAD FOR 7.2 KM TO COUNTY HIGHWAY K, CONTINUE EAST ON
 DF9748'TOWN CENTER ROAD FOR 1.4 KM TO THE STATION ON THE RIGHT. THE STATION
 DF9748'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9748'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9748'SET TO A DEPTH OF 1.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE
 DF9748'STATION IS 5.5 M SOUTH OF THE CENTERLINE OF TOWN CENTER ROAD, 0.7 KM
 DF9748'WEST OF PRIVATE ENTRANCE --W3786--, 0.2 KM EAST OF PRIVATE ENTRANCE
 DF9748'--W4007--, AND 1.5 M NORTH OF A BARBED WIRE FENCE.  ---NOTE---THE
 DF9748'STATION IS NORTH, EAST AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9748'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9748'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9748
 DF9748                          STATION RECOVERY (2004)
 DF9748
 DF9748'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9748'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1 M NORTH OF A
 DF9748'WHITE PLASTIC WITNESS POST.  THE OTHER WITNESS POSTS ARE BROKEN OFF AT
 DF9748'GROUND LEVEL.
 DF9748
 DF9748                          STATION RECOVERY (2007)
 DF9748
 DF9748'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9748'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9749 ***********************************************************************
 DF9749  DESIGNATION -  1G05
 DF9749  PID         -  DF9749
 DF9749  STATE/COUNTY-  WI/GREEN
 DF9749  COUNTRY     -  US
 DF9749  USGS QUAD   -  JUDA (2018)
 DF9749
 DF9749                         *CURRENT SURVEY CONTROL
 DF9749  ______________________________________________________________________
 DF9749* NAD 83(1986) POSITION- 42 32 45.1    (N) 089 31 47.8    (W)   HD_HELD2
 DF9749* NAVD 88 ORTHO HEIGHT -   311.551 (meters)     1022.15  (feet) ADJUSTED
 DF9749  ______________________________________________________________________
 DF9749  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 DF9749  DYNAMIC HEIGHT  -        311.453 (meters)     1021.83  (feet) COMP
 DF9749  MODELED GRAVITY -    980,297.5   (mgal)                       NAVD 88
 DF9749
 DF9749  VERT ORDER      -  SECOND    CLASS I
 DF9749
 DF9749.The horizontal coordinates were established by autonomous hand held GPS
 DF9749.observations and have an estimated accuracy of +/- 10 meters.
 DF9749
 DF9749.The orthometric height was determined by differential leveling and
 DF9749.adjusted by the WI DEPT OF TRANSP
 DF9749.in May 2012.
 DF9749
 DF9749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9749.GEOID18 height accuracy estimate available here.
 DF9749
 DF9749.Click photographs - Photos may exist for this station.
 DF9749
 DF9749.The dynamic height is computed by dividing the NAVD 88
 DF9749.geopotential number by the normal gravity value computed on the
 DF9749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9749.degrees latitude (g = 980.6199 gals.).
 DF9749
 DF9749.The modeled gravity was interpolated from observed gravity values.
 DF9749
 DF9749;                    North         East    Units  Estimated Accuracy
 DF9749;SPC WI S     -    60,750.      638,611.      MT  (+/- 10 meters HH2 GPS)
 DF9749
 DF9749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9227013487(NAD 83)
 DF9749
 DF9749                          SUPERSEDED SURVEY CONTROL
 DF9749
 DF9749  NAVD 88 (04/20/07)  311.533  (m)         1022.09   (f) SUPERSEDED  2 1
 DF9749  NAVD 88 (02/25/04)  311.514  (m)         1022.03   (f) SUPERSEDED  2 1
 DF9749
 DF9749.Superseded values are not recommended for survey control.
 DF9749
 DF9749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9749.See file dsdata.pdf to determine how the superseded data were derived.
 DF9749
 DF9749_MARKER: DD = SURVEY DISK
 DF9749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9749_STAMPING: 1G05 2002
 DF9749_MARK LOGO: WIDT
 DF9749_PROJECTION: FLUSH
 DF9749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9749+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 DF9749
 DF9749  HISTORY     - Date     Condition        Report By
 DF9749  HISTORY     - 2001     MONUMENTED       WIDT
 DF9749  HISTORY     - 20040413 GOOD             USPSQD
 DF9749  HISTORY     - 20070912 GOOD             WIDT
 DF9749
 DF9749                          STATION DESCRIPTION
 DF9749
 DF9749'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9749'THE STATION IS LOCATED ABOUT 14 KM SOUTHWEST OF BROADHEAD, 11 KM
 DF9749'SOUTHEAST OF MONROE AND 7 KM SOUTH-SOUTHWEST OF JUDA.
 DF9749'OWNERSHIP--TOWN OF JEFFERSON. TO REACH THE STATION FROM THE JUNCTION
 DF9749'OF STATE HIGHWAY 11 WITH STATE HIGHWAY 81 EAST ABOUT 4 KM SOUTHWEST
 DF9749'OF THE CITY OF BRODHEAD, GO WEST ON STATE HIGHWAY 11 FOR 8.7 KM TO
 DF9749'COUNTY HIGHWAY S, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY S FOR 5.9
 DF9749'KM TO JORDAN ROAD, TURN RIGHT AND GO WEST ON JORDAN ROAD FOR 1.6 KM
 DF9749'TO BRUNKOW ROAD, TURN RIGHT AND GO NORTH ON BRUNKOW ROAD FOR 0.8 KM
 DF9749'TO TOWN CENTER ROAD, TURN LEFT AND GO WEST ON TOWN CENTER ROAD FOR
 DF9749'0.5 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9749'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9749'IN THE TOP OF A 41-CM CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9749'0.5 M BELOW THE ROAD PAVEMENT.    THE STATION IS 7.3 M SOUTH OF THE
 DF9749'CENTERLINE OF TOWN CENTER ROAD, 92 M EAST OF PRIVATE ENTRANCES
 DF9749'--W3453 AND W3449--, 38.7 M WEST OF TELEPHONE PEDESTAL --C4  7--, AND
 DF9749'3 M NORTH OF CULTIVATED FIELD.    ---NOTE---THE STATION IS NORTH,
 DF9749'NORTHEAST AND NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9749'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9749'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH
 DF9749'EXTENDING TO 55 DEGREES ABOVE THE HORIZON.
 DF9749
 DF9749                          STATION RECOVERY (2004)
 DF9749
 DF9749'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9749'RECOVERED IN GOOD CONDITION.
 DF9749
 DF9749                          STATION RECOVERY (2007)
 DF9749
 DF9749'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9749'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.69 MILE EAST OF
 DF9749'TWIN GROVE ROAD, 23.5 M EAST OF A METAL PIPE CULVERT, AND 1.0 M NORTH,
 DF9749'1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9749'---NOTE--- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DF9749'QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9750 ***********************************************************************
 DF9750  DESIGNATION -  1G06
 DF9750  PID         -  DF9750
 DF9750  STATE/COUNTY-  WI/GREEN
 DF9750  COUNTRY     -  US
 DF9750  USGS QUAD   -  JUDA (2018)
 DF9750
 DF9750                         *CURRENT SURVEY CONTROL
 DF9750  ______________________________________________________________________
 DF9750* NAD 83(1986) POSITION- 42 32 19.0    (N) 089 31 04.7    (W)   HD_HELD2
 DF9750* NAVD 88 ORTHO HEIGHT -   307.851 (meters)     1010.01  (feet) ADJUSTED
 DF9750  ______________________________________________________________________
 DF9750  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 DF9750  DYNAMIC HEIGHT  -        307.753 (meters)     1009.69  (feet) COMP
 DF9750  MODELED GRAVITY -    980,296.6   (mgal)                       NAVD 88
 DF9750
 DF9750  VERT ORDER      -  SECOND    CLASS I
 DF9750
 DF9750.The horizontal coordinates were established by autonomous hand held GPS
 DF9750.observations and have an estimated accuracy of +/- 10 meters.
 DF9750
 DF9750.The orthometric height was determined by differential leveling and
 DF9750.adjusted by the WI DEPT OF TRANSP
 DF9750.in May 2012.
 DF9750
 DF9750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9750.GEOID18 height accuracy estimate available here.
 DF9750
 DF9750.Click photographs - Photos may exist for this station.
 DF9750
 DF9750.The dynamic height is computed by dividing the NAVD 88
 DF9750.geopotential number by the normal gravity value computed on the
 DF9750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9750.degrees latitude (g = 980.6199 gals.).
 DF9750
 DF9750.The modeled gravity was interpolated from observed gravity values.
 DF9750
 DF9750;                    North         East    Units  Estimated Accuracy
 DF9750;SPC WI S     -    59,950.      639,599.      MT  (+/- 10 meters HH2 GPS)
 DF9750
 DF9750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9322912653(NAD 83)
 DF9750
 DF9750                          SUPERSEDED SURVEY CONTROL
 DF9750
 DF9750  NAVD 88 (04/20/07)  307.833  (m)         1009.95   (f) SUPERSEDED  2 1
 DF9750  NAVD 88 (02/25/04)  307.814  (m)         1009.89   (f) SUPERSEDED  2 1
 DF9750
 DF9750.Superseded values are not recommended for survey control.
 DF9750
 DF9750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9750.See file dsdata.pdf to determine how the superseded data were derived.
 DF9750
 DF9750_MARKER: DD = SURVEY DISK
 DF9750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9750_STAMPING: 1G06 2002
 DF9750_MARK LOGO: WIDT
 DF9750_PROJECTION: FLUSH
 DF9750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9750+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 DF9750
 DF9750  HISTORY     - Date     Condition        Report By
 DF9750  HISTORY     - 2001     MONUMENTED       WIDT
 DF9750  HISTORY     - 20040413 GOOD             USPSQD
 DF9750  HISTORY     - 20070912 GOOD             WIDT
 DF9750
 DF9750                          STATION DESCRIPTION
 DF9750
 DF9750'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9750'THE STATION IS LOCATED ABOUT 15 KM SOUTHWEST OF BRODHEAD, 12 KM
 DF9750'SOUTHEAST OF MONROE AND 7 KM SOUTH OF JUDA. OWNERSHIP--TOWN OF
 DF9750'JEFFERSON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DF9750'11 WITH STATE HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE CITY OF
 DF9750'BRODHEAD, GO WEST ON STATE HIGHWAY 11 FOR 8.7 KM TO COUNTY HIGHWAY S,
 DF9750'TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY S FOR 5.9 KM TO JORDAN ROAD,
 DF9750'TURN RIGHT AND GO WEST ON JORDAN ROAD FOR 1.1 KM TO THE STATION ON
 DF9750'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9750'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9750'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.6 M AND ABOUT 0.5
 DF9750'M BELOW THE ROAD PAVEMENT. THE STATION IS 6.5 M NORTH OF THE
 DF9750'CENTERLINE OF JORDAN ROAD, 59.3 M NORTHWEST OF POWER POLE--1-8-23
 DF9750'16/26--, 53.2 M EAST OF A 17-CM DIAMETER WOOD CORNER FENCE POST, AND
 DF9750'2 M SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH,
 DF9750'EAST AND WEST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9750'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9750'ABOVE THE HORIZON.
 DF9750
 DF9750                          STATION RECOVERY (2004)
 DF9750
 DF9750'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9750'RECOVERED IN GOOD CONDITION.
 DF9750
 DF9750                          STATION RECOVERY (2007)
 DF9750
 DF9750'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9750'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.29 MILE EAST OF
 DF9750'BRUNKOW ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9751 ***********************************************************************
 DF9751  DESIGNATION -  1G07
 DF9751  PID         -  DF9751
 DF9751  STATE/COUNTY-  WI/GREEN
 DF9751  COUNTRY     -  US
 DF9751  USGS QUAD   -  BRODHEAD WEST (2018)
 DF9751
 DF9751                         *CURRENT SURVEY CONTROL
 DF9751  ______________________________________________________________________
 DF9751* NAD 83(1986) POSITION- 42 32 16.9    (N) 089 29 27.8    (W)   HD_HELD2
 DF9751* NAVD 88 ORTHO HEIGHT -   294.656 (meters)      966.72  (feet) ADJUSTED
 DF9751  ______________________________________________________________________
 DF9751  GEOID HEIGHT    -        -33.634 (meters)                     GEOID18
 DF9751  DYNAMIC HEIGHT  -        294.562 (meters)      966.41  (feet) COMP
 DF9751  MODELED GRAVITY -    980,292.4   (mgal)                       NAVD 88
 DF9751
 DF9751  VERT ORDER      -  SECOND    CLASS I
 DF9751
 DF9751.The horizontal coordinates were established by autonomous hand held GPS
 DF9751.observations and have an estimated accuracy of +/- 10 meters.
 DF9751
 DF9751.The orthometric height was determined by differential leveling and
 DF9751.adjusted by the WI DEPT OF TRANSP
 DF9751.in May 2012.
 DF9751
 DF9751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9751.GEOID18 height accuracy estimate available here.
 DF9751
 DF9751.Click photographs - Photos may exist for this station.
 DF9751
 DF9751.The dynamic height is computed by dividing the NAVD 88
 DF9751.geopotential number by the normal gravity value computed on the
 DF9751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9751.degrees latitude (g = 980.6199 gals.).
 DF9751
 DF9751.The modeled gravity was interpolated from observed gravity values.
 DF9751
 DF9751;                    North         East    Units  Estimated Accuracy
 DF9751;SPC WI S     -    59,899.      641,811.      MT  (+/- 10 meters HH2 GPS)
 DF9751
 DF9751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9543812523(NAD 83)
 DF9751
 DF9751                          SUPERSEDED SURVEY CONTROL
 DF9751
 DF9751  NAVD 88 (04/20/07)  294.639  (m)          966.66   (f) SUPERSEDED  2 1
 DF9751  NAVD 88 (02/25/04)  294.620  (m)          966.60   (f) SUPERSEDED  2 1
 DF9751
 DF9751.Superseded values are not recommended for survey control.
 DF9751
 DF9751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9751.See file dsdata.pdf to determine how the superseded data were derived.
 DF9751
 DF9751_MARKER: DD = SURVEY DISK
 DF9751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9751_STAMPING: 1G07 2002
 DF9751_MARK LOGO: WIDT
 DF9751_PROJECTION: FLUSH
 DF9751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9751+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 DF9751
 DF9751  HISTORY     - Date     Condition        Report By
 DF9751  HISTORY     - 2001     MONUMENTED       WIDT
 DF9751  HISTORY     - 20040413 GOOD             USPSQD
 DF9751  HISTORY     - 20070912 GOOD             WIDT
 DF9751
 DF9751                          STATION DESCRIPTION
 DF9751
 DF9751'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9751'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF MONROE,  13 KM
 DF9751'SOUTHWEST OF BRODHEAD AND 7 KM SOUTH OF JUDA.  OWNERSHIP--TOWN OF
 DF9751'JEFFERSON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DF9751'11 WITH STATE HIGHWAY 81, ABOUT 3 KM SOUTHWEST OF THE CITY OF
 DF9751'BRODHEAD, GO SOUTHWEST THEN WEST ON STATE HIGHWAY 11 FOR 8.7 KM TO
 DF9751'COUNTY HIGHWAY S, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY S FOR 5.9
 DF9751'KM TO JORDAN ROAD, TURN LEFT AND GO EAST ON JORDAN ROAD FOR 1.0 KM TO
 DF9751'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9751'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9751'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.6 M
 DF9751'AND ABOUT 0.5 M ABOVE THE ROAD PAVEMENT.  THE STATION IS 8.1 M SOUTH
 DF9751'OF THE CENTERLINE OF JORDAN ROAD, 50.8 M SOUTHWEST OF POWER
 DF9751'POLE--1-8-24 35/27--, 39.1 M SOUTHEAST OF POWER POLE--1-8-24 32/27--,
 DF9751'AND1 M NORTH OF A CULTIVATED FIELD.  ---NOTE--THE STATION IS NORTH,
 DF9751'NORTHEAST AND NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9751'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9751'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE
 DF9751'NORTHWEST EXTENDING TO 25 DEGREES AND A POWER POLE TO THE NORTHEAST
 DF9751'EXTENDING TO 26 DEGREES.
 DF9751
 DF9751                          STATION RECOVERY (2004)
 DF9751
 DF9751'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9751'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1 M SOUTHEAST OF A
 DF9751'WHITE PLASTIC WITNESS POST (THERE ARE NOT THREE WITNESS POSTS
 DF9751'PRESENT).
 DF9751
 DF9751                          STATION RECOVERY (2007)
 DF9751
 DF9751'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9751'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.12 MILE EAST OF
 DF9751'ERB ROAD AND 1.0 M EAST AND 1.0 M WEST OF TWO WHITE PLASTIC WITNESS
 DF9751'POSTS.  ---NOTE--- A SMALL CHIP OF CONCRETE HAS BEEN REMOVED FROM THE
 DF9751'NORTH EDGE OF THE CONCRETE POST PERHAPS BY MOWING OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9777 ***********************************************************************
 DF9777  DESIGNATION -  1G42
 DF9777  PID         -  DF9777
 DF9777  STATE/COUNTY-  WI/GREEN
 DF9777  COUNTRY     -  US
 DF9777  USGS QUAD   -  MONTICELLO (2018)
 DF9777
 DF9777                         *CURRENT SURVEY CONTROL
 DF9777  ______________________________________________________________________
 DF9777* NAD 83(1986) POSITION- 42 44 29.08   (N) 089 34 52.18   (W)   HD_HELD1
 DF9777* NAVD 88 ORTHO HEIGHT -   252.233 (meters)      827.53  (feet) ADJUSTED
 DF9777  ______________________________________________________________________
 DF9777  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 DF9777  DYNAMIC HEIGHT  -        252.159 (meters)      827.29  (feet) COMP
 DF9777  MODELED GRAVITY -    980,321.1   (mgal)                       NAVD 88
 DF9777
 DF9777  VERT ORDER      -  SECOND    CLASS I
 DF9777
 DF9777.The horizontal coordinates were determined by differentially corrected
 DF9777.hand held GPS observations or other comparable positioning techniques
 DF9777.and have an estimated accuracy of +/- 3 meters.
 DF9777
 DF9777.The orthometric height was determined by differential leveling and
 DF9777.adjusted by the WI DEPT OF TRANSP
 DF9777.in May 2012.
 DF9777
 DF9777.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9777.GEOID18 height accuracy estimate available here.
 DF9777
 DF9777.Click photographs - Photos may exist for this station.
 DF9777
 DF9777.The dynamic height is computed by dividing the NAVD 88
 DF9777.geopotential number by the normal gravity value computed on the
 DF9777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9777.degrees latitude (g = 980.6199 gals.).
 DF9777
 DF9777.The modeled gravity was interpolated from observed gravity values.
 DF9777
 DF9777;                    North         East    Units  Estimated Accuracy
 DF9777;SPC WI S     -    82,450.6     634,295.2     MT  (+/- 3 meters HH1 GPS) 
 DF9777
 DF9777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8872735330(NAD 83)
 DF9777
 DF9777                          SUPERSEDED SURVEY CONTROL
 DF9777
 DF9777  NAVD 88 (04/20/07)  252.216  (m)          827.48   (f) SUPERSEDED  2 1
 DF9777  NAVD 88 (02/25/04)  252.191  (m)          827.40   (f) SUPERSEDED  2 1
 DF9777
 DF9777.Superseded values are not recommended for survey control.
 DF9777
 DF9777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9777.See file dsdata.pdf to determine how the superseded data were derived.
 DF9777
 DF9777_MARKER: DD = SURVEY DISK
 DF9777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9777_STAMPING: 1G42 2002
 DF9777_MARK LOGO: WIDT
 DF9777_PROJECTION: FLUSH
 DF9777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9777+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DF9777
 DF9777  HISTORY     - Date     Condition        Report By
 DF9777  HISTORY     - 2001     MONUMENTED       WIDT
 DF9777  HISTORY     - 20040413 GOOD             USPSQD
 DF9777  HISTORY     - 20070913 GOOD             WIDT
 DF9777
 DF9777                          STATION DESCRIPTION
 DF9777
 DF9777'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9777'THE STATION IS LOCATED ABOUT 16 KM NORTH-NORTHEAST OF MONROE, 12 KM
 DF9777'WEST-NORTHWEST OF ALBANY AND 1.0 KM SOUTHEAST OF MONTICELLO.
 DF9777'OWNERSHIP--GREEN COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9777'STATE HIGHWAY 69 WITH COUNTY HIGHWAY F (FORMERLY STATE HIGHWAY 39) IN
 DF9777'THE VILLAGE OF OF MONTICELLO, GO EAST ON COUNTY HIGHWAY F (EAST LAKE
 DF9777'AVENUE) FOR 1.7 KM TO COUNTY HIGHWAY EE ON THE LEFT, TURN LEFT AND
 DF9777'CONTINUE EAST ON COUNTY HIGHWAY EE FOR 0.2 KM TO THE STATION ON THE
 DF9777'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9777'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9777'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DF9777'BELOW THE HIGHWAY PAVEMENT. THE STATION IS 8.0 M SOUTH OF THE
 DF9777'CENTERLINE OF COUNTY HIGHWAY EE, 0.2 KM WEST OF PRATT ROAD, 72 M EAST
 DF9777'OF A WOOD POST FOR A --RECREATIONAL TRAIL CROSSING-- SIGN, AND 32.1 M
 DF9777'WEST OF BRIDGE --EE-8--.  ---NOTE---THE STATION IS SOUTHEAST,
 DF9777'SOUTHWEST AND NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9777'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9777'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9777
 DF9777                          STATION RECOVERY (2004)
 DF9777
 DF9777'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9777'RECOVERED IN GOOD CONDITION.
 DF9777
 DF9777                          STATION RECOVERY (2007)
 DF9777
 DF9777'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9777'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DF9777'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9778 ***********************************************************************
 DF9778  DESIGNATION -  1G43
 DF9778  PID         -  DF9778
 DF9778  STATE/COUNTY-  WI/GREEN
 DF9778  COUNTRY     -  US
 DF9778  USGS QUAD   -  MONTICELLO (2018)
 DF9778
 DF9778                         *CURRENT SURVEY CONTROL
 DF9778  ______________________________________________________________________
 DF9778* NAD 83(1986) POSITION- 42 44 29.6    (N) 089 33 25.9    (W)   HD_HELD2
 DF9778* NAVD 88 ORTHO HEIGHT -   288.514 (meters)      946.57  (feet) ADJUSTED
 DF9778  ______________________________________________________________________
 DF9778  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 DF9778  DYNAMIC HEIGHT  -        288.430 (meters)      946.29  (feet) COMP
 DF9778  MODELED GRAVITY -    980,322.1   (mgal)                       NAVD 88
 DF9778
 DF9778  VERT ORDER      -  SECOND    CLASS I
 DF9778
 DF9778.The horizontal coordinates were established by autonomous hand held GPS
 DF9778.observations and have an estimated accuracy of +/- 10 meters.
 DF9778
 DF9778.The orthometric height was determined by differential leveling and
 DF9778.adjusted by the WI DEPT OF TRANSP
 DF9778.in May 2012.
 DF9778
 DF9778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9778.GEOID18 height accuracy estimate available here.
 DF9778
 DF9778.Click photographs - Photos may exist for this station.
 DF9778
 DF9778.The dynamic height is computed by dividing the NAVD 88
 DF9778.geopotential number by the normal gravity value computed on the
 DF9778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9778.degrees latitude (g = 980.6199 gals.).
 DF9778
 DF9778.The modeled gravity was interpolated from observed gravity values.
 DF9778
 DF9778;                    North         East    Units  Estimated Accuracy
 DF9778;SPC WI S     -    82,477.      636,258.      MT  (+/- 10 meters HH2 GPS)
 DF9778
 DF9778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9069035286(NAD 83)
 DF9778
 DF9778                          SUPERSEDED SURVEY CONTROL
 DF9778
 DF9778  NAVD 88 (04/20/07)  288.497  (m)          946.51   (f) SUPERSEDED  2 1
 DF9778  NAVD 88 (02/25/04)  288.473  (m)          946.43   (f) SUPERSEDED  2 1
 DF9778
 DF9778.Superseded values are not recommended for survey control.
 DF9778
 DF9778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9778.See file dsdata.pdf to determine how the superseded data were derived.
 DF9778
 DF9778_MARKER: DD = SURVEY DISK
 DF9778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9778_STAMPING: 1G43 2002
 DF9778_MARK LOGO: WIDT
 DF9778_PROJECTION: FLUSH
 DF9778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9778+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DF9778
 DF9778  HISTORY     - Date     Condition        Report By
 DF9778  HISTORY     - 2001     MONUMENTED       WIDT
 DF9778  HISTORY     - 20040413 GOOD             USPSQD
 DF9778  HISTORY     - 20070913 GOOD             WIDT
 DF9778
 DF9778                          STATION DESCRIPTION
 DF9778
 DF9778'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9778'THE STATION IS LOCATED ABOUT 17 KM NORTH-NORTHEAST OF MONROE, 10 KM
 DF9778'WEST-NORTHWEST OF ALBANY AND 3 KM EAST OF MONTICELLO.
 DF9778'OWNERSHIP--GREEN COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9778'STATE HIGHWAY 69 WITH COUNTY HIGHWAY F (FORMERLY STATE HIGHWAY 39) IN
 DF9778'THE VILLAGE OF MONTICELLO, GO EAST ON COUNTY HIGHWAY F FOR 1.7 KM TO
 DF9778'COUNTY HIGHWAY EE ON THE LEFT, TURN LEFT AND CONTINUE EAST ON COUNTY
 DF9778'HIGHWAY EE FOR 1.7 KM TO RIVER ROAD ON THE RIGHT, CONTINUE EAST ON
 DF9778'COUNTY HIGHWAY EE FOR 0.5 KM TO THE STATION ON THE LEFT. THE STATION
 DF9778'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9778'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9778'SET TO A DEPTH OF 1.2 M AND ABOUT 1.0 M ABOVE THE HIGHWAY PAVEMENT.
 DF9778'THE STATION IS 9.5 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY EE, 87
 DF9778'M WEST OF A 60-CM DIAMETER CORRUGATED METAL CULVERT PIPE, 38.3 M
 DF9778'NORTHWEST OF POWER POLE --3-8-16  24/52--, 33.5 M NORTHEAST OF POWER
 DF9778'POLE --3-8-16  22/52--, AND 4 M SOUTH OF A CULTIVATED FIELD.
 DF9778'---NOTE---THE STATION IS WEST, EAST AND NORTH OF THREE WHITE PLASTIC
 DF9778'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9778'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9778
 DF9778                          STATION RECOVERY (2004)
 DF9778
 DF9778'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9778'RECOVERED IN GOOD CONDITION.
 DF9778
 DF9778                          STATION RECOVERY (2007)
 DF9778
 DF9778'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9779 ***********************************************************************
 DF9779  DESIGNATION -  1G44
 DF9779  PID         -  DF9779
 DF9779  STATE/COUNTY-  WI/GREEN
 DF9779  COUNTRY     -  US
 DF9779  USGS QUAD   -  MONTICELLO (2018)
 DF9779
 DF9779                         *CURRENT SURVEY CONTROL
 DF9779  ______________________________________________________________________
 DF9779* NAD 83(1986) POSITION- 42 44 28.8    (N) 089 31 57.7    (W)   HD_HELD2
 DF9779* NAVD 88 ORTHO HEIGHT -   288.766 (meters)      947.39  (feet) ADJUSTED
 DF9779  ______________________________________________________________________
 DF9779  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 DF9779  DYNAMIC HEIGHT  -        288.682 (meters)      947.12  (feet) COMP
 DF9779  MODELED GRAVITY -    980,322.5   (mgal)                       NAVD 88
 DF9779
 DF9779  VERT ORDER      -  SECOND    CLASS I
 DF9779
 DF9779.The horizontal coordinates were established by autonomous hand held GPS
 DF9779.observations and have an estimated accuracy of +/- 10 meters.
 DF9779
 DF9779.The orthometric height was determined by differential leveling and
 DF9779.adjusted by the WI DEPT OF TRANSP
 DF9779.in May 2012.
 DF9779
 DF9779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9779.GEOID18 height accuracy estimate available here.
 DF9779
 DF9779.Click photographs - Photos may exist for this station.
 DF9779
 DF9779.The dynamic height is computed by dividing the NAVD 88
 DF9779.geopotential number by the normal gravity value computed on the
 DF9779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9779.degrees latitude (g = 980.6199 gals.).
 DF9779
 DF9779.The modeled gravity was interpolated from observed gravity values.
 DF9779
 DF9779;                    North         East    Units  Estimated Accuracy
 DF9779;SPC WI S     -    82,463.      638,264.      MT  (+/- 10 meters HH2 GPS)
 DF9779
 DF9779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9269435201(NAD 83)
 DF9779
 DF9779                          SUPERSEDED SURVEY CONTROL
 DF9779
 DF9779  NAVD 88 (04/20/07)  288.749  (m)          947.34   (f) SUPERSEDED  2 1
 DF9779  NAVD 88 (02/25/04)  288.726  (m)          947.26   (f) SUPERSEDED  2 1
 DF9779
 DF9779.Superseded values are not recommended for survey control.
 DF9779
 DF9779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9779.See file dsdata.pdf to determine how the superseded data were derived.
 DF9779
 DF9779_MARKER: DD = SURVEY DISK
 DF9779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9779_STAMPING: 1G44 2002
 DF9779_MARK LOGO: WIDT
 DF9779_PROJECTION: FLUSH
 DF9779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9779+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DF9779
 DF9779  HISTORY     - Date     Condition        Report By
 DF9779  HISTORY     - 2001     MONUMENTED       WIDT
 DF9779  HISTORY     - 20040413 GOOD             USPSQD
 DF9779  HISTORY     - 20070913 GOOD             WIDT
 DF9779
 DF9779                          STATION DESCRIPTION
 DF9779
 DF9779'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9779'THE STATION IS LOCATED ABOUT 17 KM NORTH-NORTHEAST OF MONROE, 9 KM
 DF9779'NORTHWEST OF ALBANY AND 4 KM EAST OF MONTICELLO. OWNERSHIP--GREEN
 DF9779'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69
 DF9779'WITH COUNTY HIGHWAY F (FORMERLY STATE HIGHWAY 39) IN THE VILLAGE OF
 DF9779'MONTICELLO, GO EAST ON COUNTY HIGHWAY F FOR 1.7 KM TO COUNTY HIGHWAY
 DF9779'EE ON THE LEFT, TURN LEFT AND CONTINUE EAST ON COUNTY HIGHWAY EE FOR
 DF9779'1.7 KM TO RIVER ROAD ON THE RIGHT, CONTINUE EAST ON COUNTY HIGHWAY EE
 DF9779'FOR 2.5 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9779'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9779'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9779'A DEPTH OF 1.4 M AND ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT. THE
 DF9779'STATION IS 8.5 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY EE, 0.5 KM
 DF9779'WEST OF SILVER LAKE ROAD, 40.4 M NORTHWEST OF POWER POLE--3-8-15
 DF9779'37/53--, 35.3 M NORTHEAST OF POWER POLE--3-8-15 35/53--, AND 2 M
 DF9779'SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH,
 DF9779'SOUTHEAST AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9779'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9779'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9779
 DF9779                          STATION RECOVERY (2004)
 DF9779
 DF9779'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9779'RECOVERED IN GOOD CONDITION.
 DF9779
 DF9779                          STATION RECOVERY (2007)
 DF9779
 DF9779'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9779'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 19.1 M EAST OF A
 DF9779'YELLOW METAL RIGHT-OF-WAY SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9780 ***********************************************************************
 DF9780  DESIGNATION -  1G45
 DF9780  PID         -  DF9780
 DF9780  STATE/COUNTY-  WI/GREEN
 DF9780  COUNTRY     -  US
 DF9780  USGS QUAD   -  MONTICELLO (2018)
 DF9780
 DF9780                         *CURRENT SURVEY CONTROL
 DF9780  ______________________________________________________________________
 DF9780* NAD 83(1986) POSITION- 42 44 26.6    (N) 089 30 31.1    (W)   HD_HELD2
 DF9780* NAVD 88 ORTHO HEIGHT -   255.429 (meters)      838.02  (feet) ADJUSTED
 DF9780  ______________________________________________________________________
 DF9780  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 DF9780  DYNAMIC HEIGHT  -        255.354 (meters)      837.77  (feet) COMP
 DF9780  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 DF9780
 DF9780  VERT ORDER      -  SECOND    CLASS I
 DF9780
 DF9780.The horizontal coordinates were established by autonomous hand held GPS
 DF9780.observations and have an estimated accuracy of +/- 10 meters.
 DF9780
 DF9780.The orthometric height was determined by differential leveling and
 DF9780.adjusted by the WI DEPT OF TRANSP
 DF9780.in May 2012.
 DF9780
 DF9780.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9780.GEOID18 height accuracy estimate available here.
 DF9780
 DF9780.Click photographs - Photos may exist for this station.
 DF9780
 DF9780.The dynamic height is computed by dividing the NAVD 88
 DF9780.geopotential number by the normal gravity value computed on the
 DF9780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9780.degrees latitude (g = 980.6199 gals.).
 DF9780
 DF9780.The modeled gravity was interpolated from observed gravity values.
 DF9780
 DF9780;                    North         East    Units  Estimated Accuracy
 DF9780;SPC WI S     -    82,407.      640,234.      MT  (+/- 10 meters HH2 GPS)
 DF9780
 DF9780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9466235074(NAD 83)
 DF9780
 DF9780                          SUPERSEDED SURVEY CONTROL
 DF9780
 DF9780  NAVD 88 (04/20/07)  255.411  (m)          837.96   (f) SUPERSEDED  2 1
 DF9780  NAVD 88 (02/25/04)  255.389  (m)          837.89   (f) SUPERSEDED  2 1
 DF9780
 DF9780.Superseded values are not recommended for survey control.
 DF9780
 DF9780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9780.See file dsdata.pdf to determine how the superseded data were derived.
 DF9780
 DF9780_MARKER: DD = SURVEY DISK
 DF9780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9780_STAMPING: 1G45 2002
 DF9780_MARK LOGO: WIDT
 DF9780_PROJECTION: FLUSH
 DF9780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9780+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DF9780
 DF9780  HISTORY     - Date     Condition        Report By
 DF9780  HISTORY     - 2001     MONUMENTED       WIDT
 DF9780  HISTORY     - 20040413 GOOD             USPSQD
 DF9780  HISTORY     - 20070913 GOOD             WIDT
 DF9780
 DF9780                          STATION DESCRIPTION
 DF9780
 DF9780'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9780'THE STATION IS LOCATED ABOUT 19 KM NORTHEAST OF MONROE, 7 KM
 DF9780'NORTHWEST OF ALBANY, AND 6 KM EAST OF MONTICELLO.  OWNERSHIP--GREEN
 DF9780'COUNTY.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 DF9780'69 WITH COUNTY HIGHWAY F (FORMERLY STATE HIGHWAY 39) IN THE VILLAGE
 DF9780'OF MONTICELLO, GO EAST, THEN SOUTH ON COUNTY HIGHWAY F FOR 1.7 KM TO
 DF9780'COUNTY HIGHWAY EE ON THE LEFT, TURN LEFT AND GO EAST ON COUNTY
 DF9780'HIGHWAY EE FOR 5.9 KM TO SCHNEEBERGER ROAD ON THE RIGHT, CONTINUE
 DF9780'EAST ON COUNTY HIGHWAY EE FOR 0.1 KM TO THE STATION ON THE RIGHT.
 DF9780'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9780'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9780'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9780'THE HIGHWAY PAVEMENT. THE STATION IS 8.1 M SOUTH OF THE CENTERLINE OF
 DF9780'COUNTY HIGHWAY EE, 39.8 M WEST OF THE TOP CENTER OF A 55-CM DIAMETER
 DF9780'CORRUGATED METAL CULVERT PIPE, 38.4 M SOUTHEAST OF POWER POLE
 DF9780'--3-8-11 450--, 30.0 M SOUTHWEST OF POWER POLE --3-8-11 470--, AND 8
 DF9780'M NORTH OF A CULTIVATED FIELD. ---NOTE---THE STATION IS NORTHEAST,
 DF9780'NORTHWEST AND SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9780'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9780'THAN 10 DEGREES ABOVE THE HORIZON.
 DF9780
 DF9780                          STATION RECOVERY (2004)
 DF9780
 DF9780'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9780'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE EAST
 DF9780'OF SCHNEEBERGER ROAD AND ABOUT 150 FEET WEST OF THE DRIVEWAY TO
 DF9780'--W2904--.
 DF9780
 DF9780                          STATION RECOVERY (2007)
 DF9780
 DF9780'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9780'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 44.0 M EAST OF A
 DF9780'YELLOW METAL RIGHT-OF-WAY SIGN POST, 31.5 M SOUTHWEST OF A --REDUCE
 DF9780'SPEED AHEAD-- WOOD SIGN POST, AND 1.0 M NORTH, 1.0 M EAST, AND 1.0 M
 DF9780'WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9753 ***********************************************************************
 DF9753  DESIGNATION -  1H01
 DF9753  PID         -  DF9753
 DF9753  STATE/COUNTY-  WI/GREEN
 DF9753  COUNTRY     -  US
 DF9753  USGS QUAD   -  BRODHEAD WEST (2018)
 DF9753
 DF9753                         *CURRENT SURVEY CONTROL
 DF9753  ______________________________________________________________________
 DF9753* NAD 83(1986) POSITION- 42 32 41.6    (N) 089 26 51.0    (W)   HD_HELD2
 DF9753* NAVD 88 ORTHO HEIGHT -   248.642 (meters)      815.75  (feet) ADJUSTED
 DF9753  ______________________________________________________________________
 DF9753  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 DF9753  DYNAMIC HEIGHT  -        248.562 (meters)      815.49  (feet) COMP
 DF9753  MODELED GRAVITY -    980,293.6   (mgal)                       NAVD 88
 DF9753
 DF9753  VERT ORDER      -  SECOND    CLASS I
 DF9753
 DF9753.The horizontal coordinates were established by autonomous hand held GPS
 DF9753.observations and have an estimated accuracy of +/- 10 meters.
 DF9753
 DF9753.The orthometric height was determined by differential leveling and
 DF9753.adjusted by the WI DEPT OF TRANSP
 DF9753.in May 2012.
 DF9753
 DF9753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9753.GEOID18 height accuracy estimate available here.
 DF9753
 DF9753.Click photographs - Photos may exist for this station.
 DF9753
 DF9753.The dynamic height is computed by dividing the NAVD 88
 DF9753.geopotential number by the normal gravity value computed on the
 DF9753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9753.degrees latitude (g = 980.6199 gals.).
 DF9753
 DF9753.The modeled gravity was interpolated from observed gravity values.
 DF9753
 DF9753;                    North         East    Units  Estimated Accuracy
 DF9753;SPC WI S     -    60,684.      645,384.      MT  (+/- 10 meters HH2 GPS)
 DF9753
 DF9753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9903613180(NAD 83)
 DF9753
 DF9753                          SUPERSEDED SURVEY CONTROL
 DF9753
 DF9753  NAVD 88 (04/20/07)  248.624  (m)          815.69   (f) SUPERSEDED  2 1
 DF9753  NAVD 88 (02/25/04)  248.607  (m)          815.64   (f) SUPERSEDED  2 1
 DF9753
 DF9753.Superseded values are not recommended for survey control.
 DF9753
 DF9753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9753.See file dsdata.pdf to determine how the superseded data were derived.
 DF9753
 DF9753_MARKER: DD = SURVEY DISK
 DF9753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9753_STAMPING: 1H01 2002
 DF9753_MARK LOGO: WIDT
 DF9753_PROJECTION: FLUSH
 DF9753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9753+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DF9753
 DF9753  HISTORY     - Date     Condition        Report By
 DF9753  HISTORY     - 2001     MONUMENTED       WIDT
 DF9753  HISTORY     - 20040413 GOOD             USPSQD
 DF9753  HISTORY     - 20070829 GOOD             WIDT
 DF9753
 DF9753                          STATION DESCRIPTION
 DF9753
 DF9753'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9753'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF MONROE, 10 KM
 DF9753'SOUTHEAST OF JUDA AND 10 KM SOUTHWEST OF BRODHEAD. OWNERSHIP--TOWN OF
 DF9753'SPRING GROVE.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF9753'HIGHWAY 11 WITH STATE HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE CITY OF
 DF9753'BRODHEAD, GO WEST ON STATE HIGHWAY 11 FOR 2.4 KM TO COUNTY HIGHWAY G
 DF9753'ON THE LEFT, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY G FOR 4.9 KM TO
 DF9753'TOWN CENTER ROAD, TURN RIGHT AND GO WEST ON TOWN CENTER ROAD FOR 1.6
 DF9753'KM TO MILL ROAD SOUTH ON THE LEFT, CONTINUE WEST ON TOWN CENTER ROAD
 DF9753'FOR 0.2 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9753'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9753'STATION DISK SET IN THE TOP OF A 41-CM CONCRETE POST AND ABOUT LEVEL
 DF9753'WITH THE ROAD PAVEMENT. THE STATION IS 5.8 M NORTH OF THE CENTERLINE
 DF9753'OF TOWN CENTER ROAD, 0.2 KM EAST OF MILL ROAD, 18.7 M NORTHWEST OF A
 DF9753'15-CM DIAMETER WOOD FENCE POST, AND 5 M SOUTH OF A CULTIVATED FIELD.
 DF9753'---NOTE---THE STATION IS SOUTH, EAST AND WEST OF THREE WHITE PLASTIC
 DF9753'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9753'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9753
 DF9753                          STATION RECOVERY (2004)
 DF9753
 DF9753'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9753'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1 M SOUTH OF A
 DF9753'WHITE PLASTIC WITNESS POST (THE OTHER TWO WITNESS POSTS ARE BROKEN OFF
 DF9753'AT GROUND LEVEL).
 DF9753
 DF9753                          STATION RECOVERY (2007)
 DF9753
 DF9753'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9753'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 DF9753'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---
 DF9753'THE WOOD POST IN THE 2001 DESCRIPTION HAS A PIPE BRACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9754 ***********************************************************************
 DF9754  DESIGNATION -  1H02
 DF9754  PID         -  DF9754
 DF9754  STATE/COUNTY-  WI/GREEN
 DF9754  COUNTRY     -  US
 DF9754  USGS QUAD   -  BRODHEAD WEST (2018)
 DF9754
 DF9754                         *CURRENT SURVEY CONTROL
 DF9754  ______________________________________________________________________
 DF9754* NAD 83(1986) POSITION- 42 32 43.4    (N) 089 25 31.9    (W)   HD_HELD2
 DF9754* NAVD 88 ORTHO HEIGHT -   249.364 (meters)      818.12  (feet) ADJUSTED
 DF9754  ______________________________________________________________________
 DF9754  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 DF9754  DYNAMIC HEIGHT  -        249.284 (meters)      817.86  (feet) COMP
 DF9754  MODELED GRAVITY -    980,294.1   (mgal)                       NAVD 88
 DF9754
 DF9754  VERT ORDER      -  SECOND    CLASS I
 DF9754
 DF9754.The horizontal coordinates were established by autonomous hand held GPS
 DF9754.observations and have an estimated accuracy of +/- 10 meters.
 DF9754
 DF9754.The orthometric height was determined by differential leveling and
 DF9754.adjusted by the WI DEPT OF TRANSP
 DF9754.in May 2012.
 DF9754
 DF9754.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9754.GEOID18 height accuracy estimate available here.
 DF9754
 DF9754.Click photographs - Photos may exist for this station.
 DF9754
 DF9754.The dynamic height is computed by dividing the NAVD 88
 DF9754.geopotential number by the normal gravity value computed on the
 DF9754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9754.degrees latitude (g = 980.6199 gals.).
 DF9754
 DF9754.The modeled gravity was interpolated from observed gravity values.
 DF9754
 DF9754;                    North         East    Units  Estimated Accuracy
 DF9754;SPC WI S     -    60,751.      647,189.      MT  (+/- 10 meters HH2 GPS)
 DF9754
 DF9754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0084213184(NAD 83)
 DF9754
 DF9754                          SUPERSEDED SURVEY CONTROL
 DF9754
 DF9754  NAVD 88 (04/20/07)  249.347  (m)          818.07   (f) SUPERSEDED  2 1
 DF9754  NAVD 88 (02/25/04)  249.330  (m)          818.01   (f) SUPERSEDED  2 1
 DF9754
 DF9754.Superseded values are not recommended for survey control.
 DF9754
 DF9754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9754.See file dsdata.pdf to determine how the superseded data were derived.
 DF9754
 DF9754_MARKER: DD = SURVEY DISK
 DF9754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9754_STAMPING: 1H02 2002
 DF9754_MARK LOGO: WIDT
 DF9754_PROJECTION: FLUSH
 DF9754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9754+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DF9754
 DF9754  HISTORY     - Date     Condition        Report By
 DF9754  HISTORY     - 2001     MONUMENTED       WIDT
 DF9754  HISTORY     - 20040413 GOOD             USPSQD
 DF9754  HISTORY     - 20070829 GOOD             WIDT
 DF9754
 DF9754                          STATION DESCRIPTION
 DF9754
 DF9754'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9754'THE STATION IS LOCATED ABOUT 15 KM SOUTHEAST OF MONROE, 12 KM
 DF9754'SOUTHEAST OF JUDA AND 9 KM SOUTH-SOUTHWEST OF BRODHEAD.
 DF9754'OWNERSHIP--GREEN COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9754'STATE HIGHWAY 11 WITH STATE HIGHWAY 81, ABOUT 3 KM SOUTHWEST OF THE
 DF9754'CITY OF BRODHEAD, GO WEST ON STATE HIGHWAY 11 FOR 2.3 KM TO COUNTY
 DF9754'HIGHWAY G ON THE LEFT, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY G FOR
 DF9754'4.0 KM TO SPRING CREEK ROAD ON THE LEFT, CONTINUE SOUTH ON COUNTY
 DF9754'HIGHWAY G FOR 0.6 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9754'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9754'STATION DISK SET IN THE TOP OF A 41-CM CONCRETE POST SET TO A DEPTH
 DF9754'OF 2.4 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DF9754'9.1 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY G, 0.2 KM NORTH OF
 DF9754'TOWN CENTER ROAD, 63 M SOUTH OF A METAL POST FOR A YELLOW --WARNING--
 DF9754'SIGN, 23.2 M NORTHEAST OF POWER POLE -- WPL 1-9-16 53/3--, AND 20 M
 DF9754'WEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS WEST, NORTH AND
 DF9754'SOUTH OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION
 DF9754'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 DF9754'THE HORIZON.
 DF9754
 DF9754                          STATION RECOVERY (2004)
 DF9754
 DF9754'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9754'RECOVERED IN GOOD CONDITION.  NOTE-- THE SOUTHERN WITNESS POST IS
 DF9754'BROKEN OFF AT GROUND LEVEL.
 DF9754
 DF9754                          STATION RECOVERY (2007)
 DF9754
 DF9754'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9754'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 41.5 M NORTH OF A
 DF9754'METAL PIPE CULVERT AND 0.5 M WEST, 1.0 M SOUTHEAST, AND 1.0 M
 DF9754'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE--- THE
 DF9754'STATION IS 2.0 M (NOT 20 M) WEST OF A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9755 ***********************************************************************
 DF9755  DESIGNATION -  1H03
 DF9755  PID         -  DF9755
 DF9755  STATE/COUNTY-  WI/GREEN
 DF9755  COUNTRY     -  US
 DF9755  USGS QUAD   -  BRODHEAD WEST (2018)
 DF9755
 DF9755                         *CURRENT SURVEY CONTROL
 DF9755  ______________________________________________________________________
 DF9755* NAD 83(1986) POSITION- 42 32 39.4    (N) 089 24 08.2    (W)   HD_HELD2
 DF9755* NAVD 88 ORTHO HEIGHT -   269.619 (meters)      884.58  (feet) ADJUSTED
 DF9755  ______________________________________________________________________
 DF9755  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 DF9755  DYNAMIC HEIGHT  -        269.532 (meters)      884.29  (feet) COMP
 DF9755  MODELED GRAVITY -    980,294.6   (mgal)                       NAVD 88
 DF9755
 DF9755  VERT ORDER      -  SECOND    CLASS I
 DF9755
 DF9755.The horizontal coordinates were established by autonomous hand held GPS
 DF9755.observations and have an estimated accuracy of +/- 10 meters.
 DF9755
 DF9755.The orthometric height was determined by differential leveling and
 DF9755.adjusted by the WI DEPT OF TRANSP
 DF9755.in May 2012.
 DF9755
 DF9755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9755.GEOID18 height accuracy estimate available here.
 DF9755
 DF9755.Click photographs - Photos may exist for this station.
 DF9755
 DF9755.The dynamic height is computed by dividing the NAVD 88
 DF9755.geopotential number by the normal gravity value computed on the
 DF9755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9755.degrees latitude (g = 980.6199 gals.).
 DF9755
 DF9755.The modeled gravity was interpolated from observed gravity values.
 DF9755
 DF9755;                    North         East    Units  Estimated Accuracy
 DF9755;SPC WI S     -    60,641.      649,099.      MT  (+/- 10 meters HH2 GPS)
 DF9755
 DF9755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0274813006(NAD 83)
 DF9755
 DF9755                          SUPERSEDED SURVEY CONTROL
 DF9755
 DF9755  NAVD 88 (04/20/07)  269.601  (m)          884.52   (f) SUPERSEDED  2 1
 DF9755  NAVD 88 (02/25/04)  269.586  (m)          884.47   (f) SUPERSEDED  2 1
 DF9755
 DF9755.Superseded values are not recommended for survey control.
 DF9755
 DF9755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9755.See file dsdata.pdf to determine how the superseded data were derived.
 DF9755
 DF9755_MARKER: DD = SURVEY DISK
 DF9755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9755_STAMPING: 1H03 2002
 DF9755_MARK LOGO: WIDT
 DF9755_PROJECTION: FLUSH
 DF9755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9755+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DF9755
 DF9755  HISTORY     - Date     Condition        Report By
 DF9755  HISTORY     - 2001     MONUMENTED       WIDT
 DF9755  HISTORY     - 20040413 GOOD             USPSQD
 DF9755  HISTORY     - 20070829 GOOD             WIDT
 DF9755
 DF9755                          STATION DESCRIPTION
 DF9755
 DF9755'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9755'THE STATION IS LOCATED ABOUT 17 KM SOUTHEAST OF MONROE, 13 KM
 DF9755'SOUTHEAST OF JUDA AND 9 KM SOUTH OF BRODHEAD.  OWNERSHIP--TOWN OF
 DF9755'SPRING GROVE.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF9755'HIGHWAY 11 WITH STATE HIGHWAY 81 EAST ABOUT 3 KM SOUTHWEST OF THE
 DF9755'CITY OF BRODHEAD, GO WEST ON STATE HIGHWAY 11 FOR 2.3 KM TO COUNTY
 DF9755'HIGHWAY G ON THE LEFT, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY G FOR
 DF9755'4.8 KM TO TOWN CENTER ROAD, TURN LEFT AND GO EAST ON TOWN CENTER ROAD
 DF9755'FOR 1.8 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9755'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9755'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9755'A DEPTH OF 2.4 M AND ABOUT 0.5 M ABOVE THE ROAD PAVEMENT. THE STATION
 DF9755'IS 7.2 M NORTH OF THE CENTERLINE OF TOWN CENTER ROAD, 59.8 M
 DF9755'NORTHEAST OF POWER POLE--1-9-23 9/52--, 18.4 M NORTH NORTHWEST OF
 DF9755'POWER POLE--1-9-23 9/52--, AND 2 M SOUTH OF A CULTIVATED FIELD.
 DF9755'---NOTE---THE STATION IS SOUTH, EAST AND WEST OF THREE WHITE PLASTIC
 DF9755'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9755'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 DF9755'POLE TO THE SOUTHEAST EXTENDING TO 30 DEGREES.
 DF9755
 DF9755                          STATION RECOVERY (2004)
 DF9755
 DF9755'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9755'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1 M EAST AND 1 M
 DF9755'WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9755
 DF9755                          STATION RECOVERY (2007)
 DF9755
 DF9755'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9755'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.32 MILE WEST OF
 DF9755'MOUNT HOPE ROAD AND 0.9 M SOUTH, 1.0 M EAST, AND 0.8 M WEST OF THREE
 DF9755'WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9756 ***********************************************************************
 DF9756  DESIGNATION -  1H04
 DF9756  PID         -  DF9756
 DF9756  STATE/COUNTY-  WI/GREEN
 DF9756  COUNTRY     -  US
 DF9756  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9756
 DF9756                         *CURRENT SURVEY CONTROL
 DF9756  ______________________________________________________________________
 DF9756* NAD 83(1986) POSITION- 42 32 38.1    (N) 089 22 10.9    (W)   HD_HELD2
 DF9756* NAVD 88 ORTHO HEIGHT -   231.646 (meters)      759.99  (feet) ADJUSTED
 DF9756  ______________________________________________________________________
 DF9756  GEOID HEIGHT    -        -33.741 (meters)                     GEOID18
 DF9756  DYNAMIC HEIGHT  -        231.571 (meters)      759.75  (feet) COMP
 DF9756  MODELED GRAVITY -    980,296.3   (mgal)                       NAVD 88
 DF9756
 DF9756  VERT ORDER      -  SECOND    CLASS I
 DF9756
 DF9756.The horizontal coordinates were established by autonomous hand held GPS
 DF9756.observations and have an estimated accuracy of +/- 10 meters.
 DF9756
 DF9756.The orthometric height was determined by differential leveling and
 DF9756.adjusted by the WI DEPT OF TRANSP
 DF9756.in May 2012.
 DF9756
 DF9756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9756.GEOID18 height accuracy estimate available here.
 DF9756
 DF9756.Click photographs - Photos may exist for this station.
 DF9756
 DF9756.The dynamic height is computed by dividing the NAVD 88
 DF9756.geopotential number by the normal gravity value computed on the
 DF9756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9756.degrees latitude (g = 980.6199 gals.).
 DF9756
 DF9756.The modeled gravity was interpolated from observed gravity values.
 DF9756
 DF9756;                    North         East    Units  Estimated Accuracy
 DF9756;SPC WI S     -    60,621.      651,776.      MT  (+/- 10 meters HH2 GPS)
 DF9756
 DF9756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0542212891(NAD 83)
 DF9756
 DF9756                          SUPERSEDED SURVEY CONTROL
 DF9756
 DF9756  NAVD 88 (04/20/07)  231.628  (m)          759.93   (f) SUPERSEDED  2 1
 DF9756  NAVD 88 (02/25/04)  231.613  (m)          759.88   (f) SUPERSEDED  2 1
 DF9756
 DF9756.Superseded values are not recommended for survey control.
 DF9756
 DF9756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9756.See file dsdata.pdf to determine how the superseded data were derived.
 DF9756
 DF9756_MARKER: DD = SURVEY DISK
 DF9756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9756_STAMPING: 1H04 2002
 DF9756_MARK LOGO: WIDT
 DF9756_PROJECTION: FLUSH
 DF9756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9756+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 DF9756
 DF9756  HISTORY     - Date     Condition        Report By
 DF9756  HISTORY     - 2001     MONUMENTED       WIDT
 DF9756  HISTORY     - 20040413 GOOD             USPSQD
 DF9756  HISTORY     - 20070813 GOOD             WIDT
 DF9756
 DF9756                          STATION DESCRIPTION
 DF9756
 DF9756'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9756'THE STATION IS LOCATED ABOUT 28 KM WEST-NORTHWEST OF BELOIT, 23 KM
 DF9756'SOUTHEAST OF MONROE, AND 8 KM SOUTH OF BRODHEAD.  OWNERSHIP--TOWN OF
 DF9756'SPRING GROVE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DF9756'11 WITH STATE HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE CITY OF
 DF9756'BRODHEAD, GO SOUTHEAST ON STATE HIGHWAY 81 FOR 3.3 KM TO COUNTY
 DF9756'HIGHWAY T, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY T FOR 3.4 KM TO
 DF9756'TOWN CENTER ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON TOWN CENTER
 DF9756'ROAD FOR 0.3 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9756'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9756'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9756'A DEPTH OF 2.0 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9756'IS 8.6 M NORTH THE CENTERLINE OF TOWN CENTER ROAD, 119 M EAST OF
 DF9756'TELEPHONE PEDESTAL --3250--, AND 3 M SOUTH OF A CULTIVATED FIELD.
 DF9756'---NOTE---THE STATION IS NORTH, EAST AND WEST OF THREE WHITE PLASTIC
 DF9756'WITNESS POSTS. --NOTE2--THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9756'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF9756
 DF9756                          STATION RECOVERY (2004)
 DF9756
 DF9756'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9756'RECOVERED IN GOOD CONDITION.  NOTE-- THE EAST WITNESS POST IS MISSING.
 DF9756'
 DF9756
 DF9756                          STATION RECOVERY (2007)
 DF9756
 DF9756'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9756'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DF9756'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9757 ***********************************************************************
 DF9757  DESIGNATION -  1H05
 DF9757  PID         -  DF9757
 DF9757  STATE/COUNTY-  WI/ROCK
 DF9757  COUNTRY     -  US
 DF9757  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9757
 DF9757                         *CURRENT SURVEY CONTROL
 DF9757  ______________________________________________________________________
 DF9757* NAD 83(1986) POSITION- 42 31 41.3    (N) 089 21 57.6    (W)   HD_HELD2
 DF9757* NAVD 88 ORTHO HEIGHT -   233.399 (meters)      765.74  (feet) ADJUSTED
 DF9757  ______________________________________________________________________
 DF9757  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 DF9757  DYNAMIC HEIGHT  -        233.324 (meters)      765.50  (feet) COMP
 DF9757  MODELED GRAVITY -    980,295.5   (mgal)                       NAVD 88
 DF9757
 DF9757  VERT ORDER      -  SECOND    CLASS I
 DF9757
 DF9757.The horizontal coordinates were established by autonomous hand held GPS
 DF9757.observations and have an estimated accuracy of +/- 10 meters.
 DF9757
 DF9757.The orthometric height was determined by differential leveling and
 DF9757.adjusted by the WI DEPT OF TRANSP
 DF9757.in May 2012.
 DF9757
 DF9757.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9757.GEOID18 height accuracy estimate available here.
 DF9757
 DF9757.Click photographs - Photos may exist for this station.
 DF9757
 DF9757.The dynamic height is computed by dividing the NAVD 88
 DF9757.geopotential number by the normal gravity value computed on the
 DF9757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9757.degrees latitude (g = 980.6199 gals.).
 DF9757
 DF9757.The modeled gravity was interpolated from observed gravity values.
 DF9757
 DF9757;                    North         East    Units  Estimated Accuracy
 DF9757;SPC WI S     -    58,871.      652,093.      MT  (+/- 10 meters HH2 GPS)
 DF9757
 DF9757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0567711130(NAD 83)
 DF9757
 DF9757                          SUPERSEDED SURVEY CONTROL
 DF9757
 DF9757  NAVD 88 (04/20/07)  233.381  (m)          765.68   (f) SUPERSEDED  2 1
 DF9757  NAVD 88 (02/25/04)  233.367  (m)          765.64   (f) SUPERSEDED  2 1
 DF9757
 DF9757.Superseded values are not recommended for survey control.
 DF9757
 DF9757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9757.See file dsdata.pdf to determine how the superseded data were derived.
 DF9757
 DF9757_MARKER: DD = SURVEY DISK
 DF9757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9757_STAMPING: 1H05 2002
 DF9757_MARK LOGO: WIDT
 DF9757_PROJECTION: FLUSH
 DF9757_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9757+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 DF9757
 DF9757  HISTORY     - Date     Condition        Report By
 DF9757  HISTORY     - 2001     MONUMENTED       WIDT
 DF9757  HISTORY     - 20040416 GOOD             USPSQD
 DF9757  HISTORY     - 20061022 GOOD             USPSQD
 DF9757
 DF9757                          STATION DESCRIPTION
 DF9757
 DF9757'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9757'THE STATION IS LOCATED ABOUT 27 KM WEST OF BELOIT, 24 KM SOUTHEAST OF
 DF9757'MONROE, AND 10 KM SOUTH OF BRODHEAD.  OWNERSHIP--ROCK COUNTY.  TO
 DF9757'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE
 DF9757'HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE CITY OF BRODHEAD, GO SOUTHEAST
 DF9757'ON STATE HIGHWAY 81 FOR 3.3 KM TO COUNTY HIGHWAY T, TURN RIGHT AND GO
 DF9757'SOUTH ON COUNTY HIGHWAY T FOR 4.6 KM TO ROCK HILL ROAD ON THE RIGHT,
 DF9757'CONTINUE SOUTH ON COUNTY HIGHWAY T FOR 0.6 KM TO THE STATION ON THE
 DF9757'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9757'GEODETIC SURVEY CONTROL STATION DISK SET TO A DEPTH OF 2.4 M AND
 DF9757'ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.6 M EAST OF
 DF9757'THE CENTERLINE OF COUNTY HIGHWAY T, 0.7 KM NORTH OF WEST DOUGLAS
 DF9757'ROAD, 42 M NORTH OF A FIELD ENTRANCE, 18.2 M EAST-NORTHEAST OF
 DF9757'TELEPHONE PEDESTAL --1183--, AND 4 M WEST OF A CULTIVATED FIELD.
 DF9757'---NOTE---THE STATION IS NORTH AND SOUTH OF TWO WHITE PLASTIC WITNESS
 DF9757'POSTS AND WEST OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE2---THIS
 DF9757'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 DF9757'ABOVE THE HORIZON.
 DF9757
 DF9757                          STATION RECOVERY (2004)
 DF9757
 DF9757'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9757'RECOVERED IN GOOD CONDITION.
 DF9757
 DF9757                          STATION RECOVERY (2006)
 DF9757
 DF9757'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9757'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9758 ***********************************************************************
 DF9758  DESIGNATION -  1H06
 DF9758  PID         -  DF9758
 DF9758  STATE/COUNTY-  WI/GREEN
 DF9758  COUNTRY     -  US
 DF9758  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9758
 DF9758                         *CURRENT SURVEY CONTROL
 DF9758  ______________________________________________________________________
 DF9758* NAD 83(1986) POSITION- 42 30 46.8    (N) 089 22 14.6    (W)   HD_HELD2
 DF9758* NAVD 88 ORTHO HEIGHT -   239.476 (meters)      785.68  (feet) ADJUSTED
 DF9758  ______________________________________________________________________
 DF9758  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 DF9758  DYNAMIC HEIGHT  -        239.399 (meters)      785.43  (feet) COMP
 DF9758  MODELED GRAVITY -    980,294.3   (mgal)                       NAVD 88
 DF9758
 DF9758  VERT ORDER      -  SECOND    CLASS I
 DF9758
 DF9758.The horizontal coordinates were established by autonomous hand held GPS
 DF9758.observations and have an estimated accuracy of +/- 10 meters.
 DF9758
 DF9758.The orthometric height was determined by differential leveling and
 DF9758.adjusted by the WI DEPT OF TRANSP
 DF9758.in May 2012.
 DF9758
 DF9758.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9758.GEOID18 height accuracy estimate available here.
 DF9758
 DF9758.Click photographs - Photos may exist for this station.
 DF9758
 DF9758.The dynamic height is computed by dividing the NAVD 88
 DF9758.geopotential number by the normal gravity value computed on the
 DF9758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9758.degrees latitude (g = 980.6199 gals.).
 DF9758
 DF9758.The modeled gravity was interpolated from observed gravity values.
 DF9758
 DF9758;                    North         East    Units  Estimated Accuracy
 DF9758;SPC WI S     -    57,186.      651,717.      MT  (+/- 10 meters HH2 GPS)
 DF9758
 DF9758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0524209460(NAD 83)
 DF9758
 DF9758                          SUPERSEDED SURVEY CONTROL
 DF9758
 DF9758  NAVD 88 (04/20/07)  239.458  (m)          785.62   (f) SUPERSEDED  2 1
 DF9758  NAVD 88 (02/25/04)  239.445  (m)          785.58   (f) SUPERSEDED  2 1
 DF9758
 DF9758.Superseded values are not recommended for survey control.
 DF9758
 DF9758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9758.See file dsdata.pdf to determine how the superseded data were derived.
 DF9758
 DF9758_MARKER: DD = SURVEY DISK
 DF9758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9758_STAMPING: 1H06 2002
 DF9758_MARK LOGO: WIDT
 DF9758_PROJECTION: FLUSH
 DF9758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9758+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DF9758
 DF9758  HISTORY     - Date     Condition        Report By
 DF9758  HISTORY     - 2001     MONUMENTED       WIDT
 DF9758  HISTORY     - 20040416 GOOD             USPSQD
 DF9758  HISTORY     - 20070829 GOOD             WIDT
 DF9758
 DF9758                          STATION DESCRIPTION
 DF9758
 DF9758'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9758'THE STATION IS LOCATED ABOUT 28 KM WEST OF BELOIT, 24 KM SOUTHEAST OF
 DF9758'MONROE, AND 12 KM SOUTH OF BRODHEAD.  OWNERSHIP--GREEN COUNTY.    TO
 DF9758'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE
 DF9758'HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE CITY OF BRODHEAD, GO SOUTHEAST
 DF9758'ON STATE HIGHWAY 81 FOR 3.3 KM TO COUNTY HIGHWAY T, TURN RIGHT AND GO
 DF9758'SOUTH ON COUNTY HIGHWAY T FOR 5.8 KM TO WEST DOUGLAS ROAD ON THE
 DF9758'LEFT, CONTINUE SOUTH ON COUNTY HIGHWAY T FOR 1.4 KM TO THE STATION ON
 DF9758'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9758'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9758'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DF9758'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.9 M EAST OF THE
 DF9758'CENTERLINE OF COUNTY HIGHWAY T, 0.2 KM NORTH OF HOOSIER ROAD, 61 M
 DF9758'SOUTHEAST OF A WOOD POST FOR A --T INTERSECTION-- SIGN, 22.3 M
 DF9758'EAST-NORTHEAST OF POWER POLE --1-9-36 37/47--, AND 1 M WEST OF A
 DF9758'CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST, NORTH AND SOUTH OF
 DF9758'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9758'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DF9758'HORIZON.
 DF9758
 DF9758                          STATION RECOVERY (2004)
 DF9758
 DF9758'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9758'RECOVERED IN GOOD CONDITION.
 DF9758
 DF9758                          STATION RECOVERY (2007)
 DF9758
 DF9758'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9758'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9759 ***********************************************************************
 DF9759  DESIGNATION -  1H07
 DF9759  PID         -  DF9759
 DF9759  STATE/COUNTY-  WI/GREEN
 DF9759  COUNTRY     -  US
 DF9759  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9759
 DF9759                         *CURRENT SURVEY CONTROL
 DF9759  ______________________________________________________________________
 DF9759* NAD 83(1986) POSITION- 42 30 04.5    (N) 089 22 14.9    (W)   HD_HELD2
 DF9759* NAVD 88 ORTHO HEIGHT -   265.089 (meters)      869.71  (feet) ADJUSTED
 DF9759  ______________________________________________________________________
 DF9759  GEOID HEIGHT    -        -33.672 (meters)                     GEOID18
 DF9759  DYNAMIC HEIGHT  -        265.004 (meters)      869.43  (feet) COMP
 DF9759  MODELED GRAVITY -    980,294.1   (mgal)                       NAVD 88
 DF9759
 DF9759  VERT ORDER      -  SECOND    CLASS I
 DF9759
 DF9759.The horizontal coordinates were established by autonomous hand held GPS
 DF9759.observations and have an estimated accuracy of +/- 10 meters.
 DF9759
 DF9759.The orthometric height was determined by differential leveling and
 DF9759.adjusted by the WI DEPT OF TRANSP
 DF9759.in May 2012.
 DF9759
 DF9759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9759.GEOID18 height accuracy estimate available here.
 DF9759
 DF9759.Click photographs - Photos may exist for this station.
 DF9759
 DF9759.The dynamic height is computed by dividing the NAVD 88
 DF9759.geopotential number by the normal gravity value computed on the
 DF9759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9759.degrees latitude (g = 980.6199 gals.).
 DF9759
 DF9759.The modeled gravity was interpolated from observed gravity values.
 DF9759
 DF9759;                    North         East    Units  Estimated Accuracy
 DF9759;SPC WI S     -    55,881.      651,720.      MT  (+/- 10 meters HH2 GPS)
 DF9759
 DF9759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0519908155(NAD 83)
 DF9759
 DF9759                          SUPERSEDED SURVEY CONTROL
 DF9759
 DF9759  NAVD 88 (04/20/07)  265.071  (m)          869.65   (f) SUPERSEDED  2 1
 DF9759  NAVD 88 (02/25/04)  265.059  (m)          869.61   (f) SUPERSEDED  2 1
 DF9759
 DF9759.Superseded values are not recommended for survey control.
 DF9759
 DF9759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9759.See file dsdata.pdf to determine how the superseded data were derived.
 DF9759
 DF9759_MARKER: DD = SURVEY DISK
 DF9759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9759_STAMPING: 1H07 2002
 DF9759_MARK LOGO: WIDT
 DF9759_PROJECTION: FLUSH
 DF9759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9759+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DF9759
 DF9759  HISTORY     - Date     Condition        Report By
 DF9759  HISTORY     - 2001     MONUMENTED       WIDT
 DF9759  HISTORY     - 20040416 GOOD             USPSQD
 DF9759  HISTORY     - 20061022 GOOD             USPSQD
 DF9759  HISTORY     - 20070829 GOOD             WIDT
 DF9759
 DF9759                          STATION DESCRIPTION
 DF9759
 DF9759'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9759'THE STATION IS LOCATED ABOUT 28 KM WEST OF BELOIT, 25 KM SOUTHEAST OF
 DF9759'MONROE, AND 13 KM SOUTH OF BRODHEAD.  OWNERSHIP--GREEN COUNTY.    TO
 DF9759'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE
 DF9759'HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE CITY OF BRODHEAD, GO SOUTHEAST
 DF9759'ON STATE HIGHWAY 81 FOR 3.3 KM TO COUNTY HIGHWAY T, TURN RIGHT AND GO
 DF9759'SOUTH ON COUNTY HIGHWAY T FOR 7.4 KM TO HOOSIER ROAD ON THE RIGHT,
 DF9759'CONTINUE SOUTH ON COUNTY HIGHWAY T FOR 1.1 KM TO THE STATION ON THE
 DF9759'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9759'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9759'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT LEVEL WITH
 DF9759'THE HIGHWAY PAVEMENT.  THE STATION IS 8.0 M EAST OF THE CENTERLINE OF
 DF9759'COUNTY HIGHWAY T, 0.1 KM NORTH-NORTHEAST OF STATE LINE ROAD, 38.0 M
 DF9759'NORTH OF A WOOD POST FOR A --SPEED LIMIT 55-- SIGN, 10.2 M SOUTH OF A
 DF9759'WOOD POST FOR A --LEFT TURN ARROW-- SIGN, AND 2.7 M WEST OF A BARBED
 DF9759'WIRE FENCE.  ---NOTE---THE STATION IS NORTH AND SOUTH OF TWO WHITE
 DF9759'PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9759'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9759
 DF9759                          STATION RECOVERY (2004)
 DF9759
 DF9759'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9759'RECOVERED IN GOOD CONDITION.
 DF9759
 DF9759                          STATION RECOVERY (2006)
 DF9759
 DF9759'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9759'RECOVERED IN GOOD CONDITION.
 DF9759
 DF9759                          STATION RECOVERY (2007)
 DF9759
 DF9759'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9759'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 7.7 M NORTH OF THE
 DF9759'NORTH EDGE OF A METAL VERIZON BOX COVER LEVEL WITH THE GROUND AND THE
 DF9759'NORTH OF TWO ORANGE OVER WHITE --DANGER BURIED CABLE-- POSTS.
 DF9759'---NOTE--- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DF9759'AND WEST QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9760 ***********************************************************************
 DF9760  DESIGNATION -  1H08
 DF9760  PID         -  DF9760
 DF9760  STATE/COUNTY-  WI/ROCK
 DF9760  COUNTRY     -  US
 DF9760  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9760
 DF9760                         *CURRENT SURVEY CONTROL
 DF9760  ______________________________________________________________________
 DF9760* NAD 83(1986) POSITION- 42 30 00.5    (N) 089 20 47.0    (W)   HD_HELD2
 DF9760* NAVD 88 ORTHO HEIGHT -   266.123 (meters)      873.11  (feet) ADJUSTED
 DF9760  ______________________________________________________________________
 DF9760  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 DF9760  DYNAMIC HEIGHT  -        266.038 (meters)      872.83  (feet) COMP
 DF9760  MODELED GRAVITY -    980,296.4   (mgal)                       NAVD 88
 DF9760
 DF9760  VERT ORDER      -  SECOND    CLASS I
 DF9760
 DF9760.The horizontal coordinates were established by autonomous hand held GPS
 DF9760.observations and have an estimated accuracy of +/- 10 meters.
 DF9760
 DF9760.The orthometric height was determined by differential leveling and
 DF9760.adjusted by the WI DEPT OF TRANSP
 DF9760.in May 2012.
 DF9760
 DF9760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9760.GEOID18 height accuracy estimate available here.
 DF9760
 DF9760.Click photographs - Photos may exist for this station.
 DF9760
 DF9760.The dynamic height is computed by dividing the NAVD 88
 DF9760.geopotential number by the normal gravity value computed on the
 DF9760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9760.degrees latitude (g = 980.6199 gals.).
 DF9760
 DF9760.The modeled gravity was interpolated from observed gravity values.
 DF9760
 DF9760;                    North         East    Units  Estimated Accuracy
 DF9760;SPC WI S     -    55,773.      653,728.      MT  (+/- 10 meters HH2 GPS)
 DF9760
 DF9760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0720107976(NAD 83)
 DF9760
 DF9760                          SUPERSEDED SURVEY CONTROL
 DF9760
 DF9760  NAVD 88 (04/20/07)  266.105  (m)          873.05   (f) SUPERSEDED  2 1
 DF9760  NAVD 88 (02/25/04)  266.093  (m)          873.01   (f) SUPERSEDED  2 1
 DF9760
 DF9760.Superseded values are not recommended for survey control.
 DF9760
 DF9760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9760.See file dsdata.pdf to determine how the superseded data were derived.
 DF9760
 DF9760_MARKER: DD = SURVEY DISK
 DF9760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9760_STAMPING: 1H08 2002
 DF9760_MARK LOGO: WIDT
 DF9760_PROJECTION: FLUSH
 DF9760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9760+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DF9760
 DF9760  HISTORY     - Date     Condition        Report By
 DF9760  HISTORY     - 2001     MONUMENTED       WIDT
 DF9760  HISTORY     - 20040416 GOOD             USPSQD
 DF9760  HISTORY     - 20061022 GOOD             USPSQD
 DF9760  HISTORY     - 20070829 GOOD             WIDT
 DF9760
 DF9760                          STATION DESCRIPTION
 DF9760
 DF9760'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9760'THE STATION IS LOCATED ABOUT 26 KM WEST OF BELOIT, 26 KM SOUTHEAST OF
 DF9760'MONROE, AND 13 KM SOUTH OF BROADHEAD.  OWNERSHIP--TOWN OF AVON.  TO
 DF9760'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE
 DF9760'HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE CITY OF BROADHEAD, GO
 DF9760'SOUTHEAST ON STATE HIGHWAY 81 FOR 3.3 KM TO COUNTY HIGHWAY T, TURN
 DF9760'RIGHT AND GO SOUTH ON COUNTY HIGHWAY T FOR 8.6 KM TO STATE LINE ROAD,
 DF9760'TURN LEFT AND GO EAST ON STATE LINE ROAD FOR 2.0 KM TO HOPKINS ROAD
 DF9760'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9760'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9760'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.0 M,
 DF9760'SET ON BEDROCK, AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DF9760'IS 7.9 M WEST OF THE CENTERLINE OF HOPKINS ROAD, 32.2 M NORTH OF THE
 DF9760'CENTERLINE OF STATE LINE ROAD, 13.8 M WEST OF A WOOD POST FOR A
 DF9760'--WEIGHT LIMIT CLASS B-- SIGN, AND 1.0 M EAST OF A BARBED WIRE FENCE.
 DF9760'---NOTE---THE STATION IS NORTH, SOUTH AND EAST OF THREE WHITE
 DF9760'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9760'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9760
 DF9760                          STATION RECOVERY (2004)
 DF9760
 DF9760'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9760'RECOVERED IN GOOD CONDITION.
 DF9760
 DF9760                          STATION RECOVERY (2006)
 DF9760
 DF9760'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9760'RECOVERED IN GOOD CONDITION.
 DF9760
 DF9760                          STATION RECOVERY (2007)
 DF9760
 DF9760'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9760'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 21.0 M NORTH OF A
 DF9760'--STOP-- SIGN WOOD POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9840 ***********************************************************************
 DF9840  DESIGNATION -  1H09
 DF9840  PID         -  DF9840
 DF9840  STATE/COUNTY-  WI/ROCK
 DF9840  COUNTRY     -  US
 DF9840  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9840
 DF9840                         *CURRENT SURVEY CONTROL
 DF9840  ______________________________________________________________________
 DF9840* NAD 83(1986) POSITION- 42 30 12.7    (N) 089 18 08.6    (W)   HD_HELD2
 DF9840* NAVD 88 ORTHO HEIGHT -   227.696 (meters)      747.03  (feet) ADJUSTED
 DF9840  ______________________________________________________________________
 DF9840  GEOID HEIGHT    -        -33.717 (meters)                     GEOID18
 DF9840  DYNAMIC HEIGHT  -        227.623 (meters)      746.79  (feet) COMP
 DF9840  MODELED GRAVITY -    980,298.5   (mgal)                       NAVD 88
 DF9840
 DF9840  VERT ORDER      -  SECOND    CLASS I
 DF9840
 DF9840.The horizontal coordinates were established by autonomous hand held GPS
 DF9840.observations and have an estimated accuracy of +/- 10 meters.
 DF9840
 DF9840.The orthometric height was determined by differential leveling and
 DF9840.adjusted by the WI DEPT OF TRANSP
 DF9840.in May 2012.
 DF9840
 DF9840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9840.GEOID18 height accuracy estimate available here.
 DF9840
 DF9840.Click photographs - Photos may exist for this station.
 DF9840
 DF9840.The dynamic height is computed by dividing the NAVD 88
 DF9840.geopotential number by the normal gravity value computed on the
 DF9840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9840.degrees latitude (g = 980.6199 gals.).
 DF9840
 DF9840.The modeled gravity was interpolated from observed gravity values.
 DF9840
 DF9840;                    North         East    Units  Estimated Accuracy
 DF9840;SPC WI S     -    56,178.      657,342.      MT  (+/- 10 meters HH2 GPS)
 DF9840
 DF9840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1082708253(NAD 83)
 DF9840
 DF9840                          SUPERSEDED SURVEY CONTROL
 DF9840
 DF9840  NAVD 88 (04/20/07)  227.678  (m)          746.97   (f) SUPERSEDED  2 1
 DF9840  NAVD 88 (02/25/04)  227.668  (m)          746.94   (f) SUPERSEDED  2 1
 DF9840
 DF9840.Superseded values are not recommended for survey control.
 DF9840
 DF9840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9840.See file dsdata.pdf to determine how the superseded data were derived.
 DF9840
 DF9840_MARKER: DD = SURVEY DISK
 DF9840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9840_STAMPING: 1H09 2002
 DF9840_MARK LOGO: WIDT
 DF9840_PROJECTION: FLUSH
 DF9840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9840+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DF9840
 DF9840  HISTORY     - Date     Condition        Report By
 DF9840  HISTORY     - 2001     MONUMENTED       WIDT
 DF9840  HISTORY     - 20040416 GOOD             USPSQD
 DF9840  HISTORY     - 20061022 GOOD             USPSQD
 DF9840  HISTORY     - 20070829 GOOD             WIDT
 DF9840
 DF9840                          STATION DESCRIPTION
 DF9840
 DF9840'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9840'THE STATION IS LOCATED ABOUT 30 KM SOUTHEAST OF MONROE, 22 KM WEST OF
 DF9840'BELOIT, AND 15 KM SOUTH-SOUTHEAST OF BRODHEAD.    OWNERSHIP--TOWN OF
 DF9840'AVON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11
 DF9840'WITH STATE HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE CITY OF BRODHEAD,
 DF9840'GO SOUTHEAST ON STATE HIGHWAY 81 FOR 8.6 KM TO SOUTH NELSON ROAD,
 DF9840'TURN RIGHT AND GO SOUTH ON SOUTH NELSON ROAD FOR 2.9 KM TO WEST
 DF9840'CARROLL ROAD ON THE LEFT, CONTINUE SOUTH ON SOUTH NELSON ROAD FOR 3.2
 DF9840'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9840'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9840'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9840'AND ABOUT 1 METER BELOW THE ROAD PAVEMENT.  THE STATION IS 9.7 M WEST
 DF9840'OF THE CENTERLINE OF SOUTH NELSON ROAD, 0.3 KM NORTH OF STATE LINE
 DF9840'ROAD, 121 M SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE BOX CULVERT,
 DF9840'89 M NORTH OF A WOOD POST FOR A --STOP AHEAD-- SIGN, 29.5 M NORTHWEST
 DF9840'OF POWER POLE --5B34LIA--, AND 1.0 M EAST OF A BARBED WIRE FENCE.
 DF9840'---NOTE---THE STATION IS EAST, NORTH AND SOUTH OF THREE WHITE PLASTIC
 DF9840'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9840'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9840
 DF9840                          STATION RECOVERY (2004)
 DF9840
 DF9840'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9840'RECOVERED IN GOOD CONDITION.
 DF9840
 DF9840                          STATION RECOVERY (2006)
 DF9840
 DF9840'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9840'ALL WHITE POSTS ARE DOWN
 DF9840
 DF9840                          STATION RECOVERY (2007)
 DF9840
 DF9840'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9840'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M EAST, 1.0 M
 DF9840'SOUTH, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9839 ***********************************************************************
 DF9839  DESIGNATION -  1H10
 DF9839  PID         -  DF9839
 DF9839  STATE/COUNTY-  WI/ROCK
 DF9839  COUNTRY     -  US
 DF9839  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9839
 DF9839                         *CURRENT SURVEY CONTROL
 DF9839  ______________________________________________________________________
 DF9839* NAD 83(1986) POSITION- 42 31 15.8    (N) 089 18 25.2    (W)   HD_HELD2
 DF9839* NAVD 88 ORTHO HEIGHT -   230.865 (meters)      757.43  (feet) ADJUSTED
 DF9839  ______________________________________________________________________
 DF9839  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 DF9839  DYNAMIC HEIGHT  -        230.792 (meters)      757.19  (feet) COMP
 DF9839  MODELED GRAVITY -    980,298.6   (mgal)                       NAVD 88
 DF9839
 DF9839  VERT ORDER      -  SECOND    CLASS I
 DF9839
 DF9839.The horizontal coordinates were established by autonomous hand held GPS
 DF9839.observations and have an estimated accuracy of +/- 10 meters.
 DF9839
 DF9839.The orthometric height was determined by differential leveling and
 DF9839.adjusted by the WI DEPT OF TRANSP
 DF9839.in May 2012.
 DF9839
 DF9839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9839.GEOID18 height accuracy estimate available here.
 DF9839
 DF9839.Click photographs - Photos may exist for this station.
 DF9839
 DF9839.The dynamic height is computed by dividing the NAVD 88
 DF9839.geopotential number by the normal gravity value computed on the
 DF9839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9839.degrees latitude (g = 980.6199 gals.).
 DF9839
 DF9839.The modeled gravity was interpolated from observed gravity values.
 DF9839
 DF9839;                    North         East    Units  Estimated Accuracy
 DF9839;SPC WI S     -    58,122.      656,947.      MT  (+/- 10 meters HH2 GPS)
 DF9839
 DF9839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1050110210(NAD 83)
 DF9839
 DF9839                          SUPERSEDED SURVEY CONTROL
 DF9839
 DF9839  NAVD 88 (04/20/07)  230.847  (m)          757.37   (f) SUPERSEDED  2 1
 DF9839  NAVD 88 (02/25/04)  230.837  (m)          757.34   (f) SUPERSEDED  2 1
 DF9839
 DF9839.Superseded values are not recommended for survey control.
 DF9839
 DF9839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9839.See file dsdata.pdf to determine how the superseded data were derived.
 DF9839
 DF9839_MARKER: DD = SURVEY DISK
 DF9839_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9839_SP_SET: ABUTMENT
 DF9839_STAMPING: 1H10 2002
 DF9839_MARK LOGO: WIDT
 DF9839_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9839+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 DF9839
 DF9839  HISTORY     - Date     Condition        Report By
 DF9839  HISTORY     - 2001     MONUMENTED       WIDT
 DF9839  HISTORY     - 20040416 GOOD             USPSQD
 DF9839  HISTORY     - 20061022 GOOD             USPSQD
 DF9839  HISTORY     - 20070829 GOOD             WIDT
 DF9839
 DF9839                          STATION DESCRIPTION
 DF9839
 DF9839'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9839'THE STATION IS LOCATED ABOUT 25 KM SOUTHEAST OF MONROE, 22 KM WEST OF
 DF9839'BELOIT, AND 12 KM SOUTH-SOUTHEAST OF BRODHEAD.    OWNERSHIP--TOWN OF
 DF9839'AVON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11
 DF9839'WITH STATE HIGHWAY 81 ABOUT 4 KM SOUTHWEST OF BRODHEAD, GO SOUTHEAST
 DF9839'ON STATE HIGHWAY 81 FOR 8.5 KM TO SOUTH NELSON ROAD, TURN RIGHT AND
 DF9839'GO SOUTH ON SOUTH NELSON ROAD FOR 2.9 KM TO WEST CARROLL ROAD ON THE
 DF9839'LEFT, CONTINUE SOUTH ON SOUTH NELSON ROAD FOR 1.1 KM TO BRIDGE NUMBER
 DF9839'B-53-23-57 OVER THE SUGAR RIVER AND THE STATION ON THE LEFT.  THE
 DF9839'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9839'SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF THE
 DF9839'NORTH BRIDGE ABUTMENT.    THE STATION IS 4.2 M EAST OF THE CENTERLINE
 DF9839'OF SOUTH NELSON ROAD, 10.8 M EAST-SOUTHEAST OF TELEPHONE PEDESTAL
 DF9839'--2876--, AND 6.2 M SOUTHWEST OF POWER POLE --5B27WI--.
 DF9839'---NOTE---THE STATION IS 0.4 M SOUTHWEST OF A WHITE PLASTIC WITNESS
 DF9839'POST.  ---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 DF9839'DUE TO TREES OVERHEAD.
 DF9839
 DF9839                          STATION RECOVERY (2004)
 DF9839
 DF9839'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9839'RECOVERED IN GOOD CONDITION.
 DF9839
 DF9839                          STATION RECOVERY (2006)
 DF9839
 DF9839'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9839'RECOVERED IN GOOD CONDITION.
 DF9839
 DF9839                          STATION RECOVERY (2007)
 DF9839
 DF9839'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9839'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M SOUTHWEST OF
 DF9839'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9838 ***********************************************************************
 DF9838  DESIGNATION -  1H11
 DF9838  PID         -  DF9838
 DF9838  STATE/COUNTY-  WI/ROCK
 DF9838  COUNTRY     -  US
 DF9838  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9838
 DF9838                         *CURRENT SURVEY CONTROL
 DF9838  ______________________________________________________________________
 DF9838* NAD 83(1986) POSITION- 42 31 53.8    (N) 089 17 23.2    (W)   HD_HELD2
 DF9838* NAVD 88 ORTHO HEIGHT -   232.301 (meters)      762.14  (feet) ADJUSTED
 DF9838  ______________________________________________________________________
 DF9838  GEOID HEIGHT    -        -33.761 (meters)                     GEOID18
 DF9838  DYNAMIC HEIGHT  -        232.227 (meters)      761.90  (feet) COMP
 DF9838  MODELED GRAVITY -    980,299.3   (mgal)                       NAVD 88
 DF9838
 DF9838  VERT ORDER      -  SECOND    CLASS I
 DF9838
 DF9838.The horizontal coordinates were established by autonomous hand held GPS
 DF9838.observations and have an estimated accuracy of +/- 10 meters.
 DF9838
 DF9838.The orthometric height was determined by differential leveling and
 DF9838.adjusted by the WI DEPT OF TRANSP
 DF9838.in May 2012.
 DF9838
 DF9838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9838.GEOID18 height accuracy estimate available here.
 DF9838
 DF9838.Click photographs - Photos may exist for this station.
 DF9838
 DF9838.The dynamic height is computed by dividing the NAVD 88
 DF9838.geopotential number by the normal gravity value computed on the
 DF9838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9838.degrees latitude (g = 980.6199 gals.).
 DF9838
 DF9838.The modeled gravity was interpolated from observed gravity values.
 DF9838
 DF9838;                    North         East    Units  Estimated Accuracy
 DF9838;SPC WI S     -    59,307.      658,352.      MT  (+/- 10 meters HH2 GPS)
 DF9838
 DF9838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1194811344(NAD 83)
 DF9838
 DF9838                          SUPERSEDED SURVEY CONTROL
 DF9838
 DF9838  NAVD 88 (04/20/07)  232.283  (m)          762.08   (f) SUPERSEDED  2 1
 DF9838  NAVD 88 (02/25/04)  232.275  (m)          762.06   (f) SUPERSEDED  2 1
 DF9838
 DF9838.Superseded values are not recommended for survey control.
 DF9838
 DF9838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9838.See file dsdata.pdf to determine how the superseded data were derived.
 DF9838
 DF9838_MARKER: DD = SURVEY DISK
 DF9838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9838_STAMPING: 1H11 2002
 DF9838_MARK LOGO: WIDT
 DF9838_PROJECTION: FLUSH
 DF9838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9838+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DF9838
 DF9838  HISTORY     - Date     Condition        Report By
 DF9838  HISTORY     - 2001     MONUMENTED       WIDT
 DF9838  HISTORY     - 20040416 GOOD             USPSQD
 DF9838  HISTORY     - 20061022 GOOD             USPSQD
 DF9838  HISTORY     - 20070829 GOOD             WIDT
 DF9838
 DF9838                          STATION DESCRIPTION
 DF9838
 DF9838'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9838'THE STATION IS LOCATED ABOUT 29 KM EAST-SOUTHEAST OF MONROE, 21 KM
 DF9838'WEST-NORTHWEST OF BELOIT, AND 12 KM SOUTHEAST OF BRODHEAD.
 DF9838'OWNERSHIP--TOWN OF AVON.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9838'STATE HIGHWAY 11 WITH STATE HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE
 DF9838'CITY OF BRODHEAD, GO SOUTHEAST ON STATE HIGHWAY 81 FOR 8.6 KM TO
 DF9838'SOUTH NELSON ROAD, TURN RIGHT AND GO SOUTH ON NELSON ROAD FOR 2.9 KM
 DF9838'TO WEST CARROLL ROAD ON THE LEFT, TURN LEFT AND GO EAST ON WEST
 DF9838'CARROLL ROAD FOR 1.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS
 DF9838'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9838'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9838'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DF9838'STATION IS 9.2 M SOUTH OF THE CENTERLINE OF WEST CARROLL ROAD, 1.0 KM
 DF9838'WEST OF SOUTH TIM ROAD, 46 M SOUTHWEST OF A FIELD ENTRANCE, 21.2 M
 DF9838'SOUTH-SOUTHEAST OF POWER POLE --5B22R5A--, AND 1.0 M NORTH OF A
 DF9838'BARBED WIRE FENCE.  ---NOTE---THE STATION IS NORTH OF AN ORANGE
 DF9838'FIBERGALSS WITNESS POST, EAST OF A WHITE PLASTIC WITNESS POST, AND
 DF9838'WEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION
 DF9838'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF9838'THE HORIZON.
 DF9838
 DF9838                          STATION RECOVERY (2004)
 DF9838
 DF9838'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9838'RECOVERED IN GOOD CONDITION.
 DF9838
 DF9838                          STATION RECOVERY (2006)
 DF9838
 DF9838'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9838'RECOVERED IN GOOD CONDITION.
 DF9838
 DF9838                          STATION RECOVERY (2007)
 DF9838
 DF9838'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9838'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.61 MILE WEST OF
 DF9838'SOUTH TIM ROAD, 0.9 M NORTH OF AN ORANGE FIBERGLASS WITNESS POST, AND
 DF9838'1.0 M WEST AND 1.0 M EAST OF TWO WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9837 ***********************************************************************
 DF9837  DESIGNATION -  1H12
 DF9837  PID         -  DF9837
 DF9837  STATE/COUNTY-  WI/ROCK
 DF9837  COUNTRY     -  US
 DF9837  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9837
 DF9837                         *CURRENT SURVEY CONTROL
 DF9837  ______________________________________________________________________
 DF9837* NAD 83(1986) POSITION- 42 32 31.0    (N) 089 16 39.5    (W)   HD_HELD2
 DF9837* NAVD 88 ORTHO HEIGHT -   252.868 (meters)      829.62  (feet) ADJUSTED
 DF9837  ______________________________________________________________________
 DF9837  GEOID HEIGHT    -        -33.775 (meters)                     GEOID18
 DF9837  DYNAMIC HEIGHT  -        252.788 (meters)      829.36  (feet) COMP
 DF9837  MODELED GRAVITY -    980,300.1   (mgal)                       NAVD 88
 DF9837
 DF9837  VERT ORDER      -  SECOND    CLASS I
 DF9837
 DF9837.The horizontal coordinates were established by autonomous hand held GPS
 DF9837.observations and have an estimated accuracy of +/- 10 meters.
 DF9837
 DF9837.The orthometric height was determined by differential leveling and
 DF9837.adjusted by the WI DEPT OF TRANSP
 DF9837.in May 2012.
 DF9837
 DF9837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9837.GEOID18 height accuracy estimate available here.
 DF9837
 DF9837.Click photographs - Photos may exist for this station.
 DF9837
 DF9837.The dynamic height is computed by dividing the NAVD 88
 DF9837.geopotential number by the normal gravity value computed on the
 DF9837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9837.degrees latitude (g = 980.6199 gals.).
 DF9837
 DF9837.The modeled gravity was interpolated from observed gravity values.
 DF9837
 DF9837;                    North         East    Units  Estimated Accuracy
 DF9837;SPC WI S     -    60,463.      659,340.      MT  (+/- 10 meters HH2 GPS)
 DF9837
 DF9837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1297612464(NAD 83)
 DF9837
 DF9837                          SUPERSEDED SURVEY CONTROL
 DF9837
 DF9837  NAVD 88 (04/20/07)  252.850  (m)          829.56   (f) SUPERSEDED  2 1
 DF9837  NAVD 88 (02/25/04)  252.842  (m)          829.53   (f) SUPERSEDED  2 1
 DF9837
 DF9837.Superseded values are not recommended for survey control.
 DF9837
 DF9837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9837.See file dsdata.pdf to determine how the superseded data were derived.
 DF9837
 DF9837_MARKER: DD = SURVEY DISK
 DF9837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9837_STAMPING: 1H12 2002
 DF9837_MARK LOGO: WIDT
 DF9837_PROJECTION: FLUSH
 DF9837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9837+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DF9837
 DF9837  HISTORY     - Date     Condition        Report By
 DF9837  HISTORY     - 2001     MONUMENTED       WIDT
 DF9837  HISTORY     - 20040416 GOOD             USPSQD
 DF9837  HISTORY     - 20061022 GOOD             USPSQD
 DF9837  HISTORY     - 20070829 GOOD             WIDT
 DF9837
 DF9837                          STATION DESCRIPTION
 DF9837
 DF9837'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9837'THE STATION IS LOCATED ABOUT 26 KM SOUTHWEST OF JANESVILLE, 21 KM
 DF9837'WEST-NORTHWEST OF BELOIT, AND 11 KM SOUTHEAST OF BRODHEAD.
 DF9837'OWNERSHIP--TOWN OF AVON.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9837'STATE HIGHWAY 11 WITH STATE HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE
 DF9837'CITY OF BRODHEAD, GO SOUTHEAST ON STATE HIGHWAY 81 FOR 8.6 KM TO
 DF9837'SOUTH NELSON ROAD, TURN RIGHT AND GO SOUTH ON SOUTH NELSON ROAD FOR
 DF9837'1.6 KM TO WEST BELOIT NEWARK ROAD, TURN LEFT AND GO EAST ON WEST
 DF9837'BELOIT NEWARK ROAD FOR 2.4 KM TO SOUTH TIM ROAD AND THE STATION ON
 DF9837'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9837'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9837'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.5 M, SET ON
 DF9837'BEDROCK AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7 M
 DF9837'WEST OF THE CENTERLINE OF SOUTH TIM ROAD, 42.7 M SOUTH OF THE
 DF9837'CENTERLINE OF WEST BELOIT NEWARK ROAD, 25.3 M SOUTH-SOUTHWEST OF A
 DF9837'WOOD POST FOR A --STOP-- SIGN, AND 0.5 M EAST OF A BARBED WIRE FENCE.
 DF9837'---NOTE---THE STATION IS EAST, NORTH AND SOUTH OF WHITE PLASTIC
 DF9837'WITNESS POSTS. ---NOTE2---THE STATION IS NOT SUITABLE FOR GPS
 DF9837'OBSERVATIONS DUE TO TREES OVERHEAD.
 DF9837
 DF9837                          STATION RECOVERY (2004)
 DF9837
 DF9837'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9837'RECOVERED IN GOOD CONDITION.  NOTE-- TIMM ROAD IS A GRAVEL ROAD.  THE
 DF9837'SOUTHERN WITNESS POST IS BROKEN OFF.
 DF9837
 DF9837                          STATION RECOVERY (2006)
 DF9837
 DF9837'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9837'RECOVERED IN GOOD CONDITION.
 DF9837
 DF9837                          STATION RECOVERY (2007)
 DF9837
 DF9837'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9837'RECOVERED IN GOIOD CONDITION.  ADD-- THE STATION IS 0.5 M EAST, 1.0 M
 DF9837'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9836 ***********************************************************************
 DF9836  DESIGNATION -  1H13
 DF9836  PID         -  DF9836
 DF9836  STATE/COUNTY-  WI/ROCK
 DF9836  COUNTRY     -  US
 DF9836  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9836
 DF9836                         *CURRENT SURVEY CONTROL
 DF9836  ______________________________________________________________________
 DF9836* NAD 83(1986) POSITION- 42 32 33.7    (N) 089 15 25.4    (W)   HD_HELD2
 DF9836* NAVD 88 ORTHO HEIGHT -   262.178 (meters)      860.16  (feet) ADJUSTED
 DF9836  ______________________________________________________________________
 DF9836  GEOID HEIGHT    -        -33.780 (meters)                     GEOID18
 DF9836  DYNAMIC HEIGHT  -        262.095 (meters)      859.89  (feet) COMP
 DF9836  MODELED GRAVITY -    980,300.5   (mgal)                       NAVD 88
 DF9836
 DF9836  VERT ORDER      -  SECOND    CLASS I
 DF9836
 DF9836.The horizontal coordinates were established by autonomous hand held GPS
 DF9836.observations and have an estimated accuracy of +/- 10 meters.
 DF9836
 DF9836.The orthometric height was determined by differential leveling and
 DF9836.adjusted by the WI DEPT OF TRANSP
 DF9836.in May 2012.
 DF9836
 DF9836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9836.GEOID18 height accuracy estimate available here.
 DF9836
 DF9836.Click photographs - Photos may exist for this station.
 DF9836
 DF9836.The dynamic height is computed by dividing the NAVD 88
 DF9836.geopotential number by the normal gravity value computed on the
 DF9836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9836.degrees latitude (g = 980.6199 gals.).
 DF9836
 DF9836.The modeled gravity was interpolated from observed gravity values.
 DF9836
 DF9836;                    North         East    Units  Estimated Accuracy
 DF9836;SPC WI S     -    60,561.      661,030.      MT  (+/- 10 meters HH2 GPS)
 DF9836
 DF9836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1466812502(NAD 83)
 DF9836
 DF9836                          SUPERSEDED SURVEY CONTROL
 DF9836
 DF9836  NAVD 88 (04/20/07)  262.159  (m)          860.10   (f) SUPERSEDED  2 1
 DF9836  NAVD 88 (02/25/04)  262.153  (m)          860.08   (f) SUPERSEDED  2 1
 DF9836
 DF9836.Superseded values are not recommended for survey control.
 DF9836
 DF9836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9836.See file dsdata.pdf to determine how the superseded data were derived.
 DF9836
 DF9836_MARKER: DD = SURVEY DISK
 DF9836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9836_STAMPING: 1H13 2002
 DF9836_MARK LOGO: WIDT
 DF9836_PROJECTION: FLUSH
 DF9836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9836+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 DF9836
 DF9836  HISTORY     - Date     Condition        Report By
 DF9836  HISTORY     - 2001     MONUMENTED       WIDT
 DF9836  HISTORY     - 20040416 GOOD             USPSQD
 DF9836  HISTORY     - 20061022 GOOD             USPSQD
 DF9836
 DF9836                          STATION DESCRIPTION
 DF9836
 DF9836'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9836'THE STATION IS LOCATED ABOUT 19 KM WEST-NORTHWEST OF BELOIT, 14 KM
 DF9836'SOUTH OF ORFORDVILLE AND 13 KM SOUTHEAST OF BRODHEAD. OWNERSHIP--
 DF9836'WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE
 DF9836'JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 81 ABOUT 4 KM
 DF9836'SOUTHWEST OF THE CITY OF BRODHEAD, GO SOUTHEAST ON STATE HIGHWAY 81
 DF9836'FOR 8.2 KM TO SOUTH COX ROAD ON THE RIGHT, CONTINUE SOUTHEAST ON
 DF9836'STATE HIGHWAY 81 FOR 1.4 KM TO WEST BELOIT NEWARK ROAD AND THE
 DF9836'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9836'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9836'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.1 M AND ABOUT
 DF9836'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 12.2 M NORTHEAST OF
 DF9836'THE CENTERLINE OF STATE HIGHWAY 81, 48.0 M EAST SOUTHEAST OF A WOOD
 DF9836'POST FOR A --ADOPT A HIGHWAY SIGN--, AND 47.8 M NORTH-NORTHWEST OF
 DF9836'THE CENTERLINE OF BELOIT NEWARK ROAD. ---NOTE---THE STATION IS
 DF9836'SOUTHWEST, SOUTHEAST AND NORTHWEST OF THREE WHITE PLASTIC WITNESS
 DF9836'POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9836'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9836
 DF9836                          STATION RECOVERY (2004)
 DF9836
 DF9836'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9836'RECOVERED IN GOOD CONDITION.
 DF9836
 DF9836                          STATION RECOVERY (2006)
 DF9836
 DF9836'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9835 ***********************************************************************
 DF9835  DESIGNATION -  1H14
 DF9835  PID         -  DF9835
 DF9835  STATE/COUNTY-  WI/ROCK
 DF9835  COUNTRY     -  US
 DF9835  USGS QUAD   -  NEWARK (2018)
 DF9835
 DF9835                         *CURRENT SURVEY CONTROL
 DF9835  ______________________________________________________________________
 DF9835* NAD 83(1986) POSITION- 42 32 30.13   (N) 089 13 13.43   (W)   HD_HELD1
 DF9835* NAVD 88 ORTHO HEIGHT -   245.668 (meters)      806.00  (feet) ADJUSTED
 DF9835  ______________________________________________________________________
 DF9835  GEOID HEIGHT    -        -33.784 (meters)                     GEOID18
 DF9835  DYNAMIC HEIGHT  -        245.591 (meters)      805.74  (feet) COMP
 DF9835  MODELED GRAVITY -    980,301.6   (mgal)                       NAVD 88
 DF9835
 DF9835  VERT ORDER      -  SECOND    CLASS I
 DF9835
 DF9835.The horizontal coordinates were determined by differentially corrected
 DF9835.hand held GPS observations or other comparable positioning techniques
 DF9835.and have an estimated accuracy of +/- 3 meters.
 DF9835
 DF9835.The orthometric height was determined by differential leveling and
 DF9835.adjusted by the WI DEPT OF TRANSP
 DF9835.in May 2012.
 DF9835
 DF9835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9835.GEOID18 height accuracy estimate available here.
 DF9835
 DF9835.Click photographs - Photos may exist for this station.
 DF9835
 DF9835.The dynamic height is computed by dividing the NAVD 88
 DF9835.geopotential number by the normal gravity value computed on the
 DF9835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9835.degrees latitude (g = 980.6199 gals.).
 DF9835
 DF9835.The modeled gravity was interpolated from observed gravity values.
 DF9835
 DF9835;                    North         East    Units  Estimated Accuracy
 DF9835;SPC WI S     -    60,478.7     664,041.9     MT  (+/- 3 meters HH1 GPS) 
 DF9835
 DF9835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1767512312(NAD 83)
 DF9835
 DF9835                          SUPERSEDED SURVEY CONTROL
 DF9835
 DF9835  NAVD 88 (04/20/07)  245.650  (m)          805.94   (f) SUPERSEDED  2 1
 DF9835  NAVD 88 (02/25/04)  245.645  (m)          805.92   (f) SUPERSEDED  2 1
 DF9835
 DF9835.Superseded values are not recommended for survey control.
 DF9835
 DF9835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9835.See file dsdata.pdf to determine how the superseded data were derived.
 DF9835
 DF9835_MARKER: DD = SURVEY DISK
 DF9835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9835_STAMPING: 1H14 2002
 DF9835_MARK LOGO: WIDT
 DF9835_PROJECTION: FLUSH
 DF9835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9835+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DF9835
 DF9835  HISTORY     - Date     Condition        Report By
 DF9835  HISTORY     - 2001     MONUMENTED       WIDT
 DF9835  HISTORY     - 20070828 GOOD             WIDT
 DF9835
 DF9835                          STATION DESCRIPTION
 DF9835
 DF9835'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9835'THE STATION IS LOCATED ABOUT 16 KM WEST-NORTHWEST OF BELOIT, 15 KM
 DF9835'SOUTHEAST OF BRODHEAD, AND 10 KM SOUTH OF ORFORDVILLE.
 DF9835'OWNERSHIP--TOWN OF NEWARK. TO REACH THE STATION FROM THE JUNCTION OF
 DF9835'STATE HIGHWAY 11 WITH STATE HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE
 DF9835'CITY OF BRODHEAD, GO SOUTHEAST ON STATE HIGHWAY 81 FOR 16.0 KM TO
 DF9835'COUNTY HIGHWAY K, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY K  FOR 1.6
 DF9835'KM TO WEST BELOIT NEWARK ROAD, TURN RIGHT AND GO EAST ON WEST BELOIT
 DF9835'NEWARK ROAD FOR 0.6 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9835'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9835'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9835'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DF9835'IS 5.2 M SOUTH OF THE CENTERLINE OF WEST BELOIT NEWARK ROAD, 1.8 KM
 DF9835'WEST OF SOUTH OLSON ROAD, 85 M EAST OF THE EXTENDED CENTERLINE OF
 DF9835'PRIVATE ENTRANCE --11236--, 66 M EAST-SOUTHEAST OF TELEPHONE PEDESTAL
 DF9835'--3162--, 8 M WEST OF A FIELD ENTRANCE, AND 4 M NORTH OF A CULTIVATED
 DF9835'FIELD.    ---NOTE---THE STATION IS 1.0 M NORTH AND 1.0 M EAST OF TWO
 DF9835'WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9835'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9835
 DF9835                          STATION RECOVERY (2007)
 DF9835
 DF9835'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9834 ***********************************************************************
 DF9834  DESIGNATION -  1H15
 DF9834  PID         -  DF9834
 DF9834  STATE/COUNTY-  WI/ROCK
 DF9834  COUNTRY     -  US
 DF9834  USGS QUAD   -  NEWARK (2018)
 DF9834
 DF9834                         *CURRENT SURVEY CONTROL
 DF9834  ______________________________________________________________________
 DF9834* NAD 83(1986) POSITION- 42 32 29.6    (N) 089 11 37.5    (W)   HD_HELD2
 DF9834* NAVD 88 ORTHO HEIGHT -   245.285 (meters)      804.74  (feet) ADJUSTED
 DF9834  ______________________________________________________________________
 DF9834  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 DF9834  DYNAMIC HEIGHT  -        245.209 (meters)      804.49  (feet) COMP
 DF9834  MODELED GRAVITY -    980,303.5   (mgal)                       NAVD 88
 DF9834
 DF9834  VERT ORDER      -  SECOND    CLASS I
 DF9834
 DF9834.The horizontal coordinates were established by autonomous hand held GPS
 DF9834.observations and have an estimated accuracy of +/- 10 meters.
 DF9834
 DF9834.The orthometric height was determined by differential leveling and
 DF9834.adjusted by the WI DEPT OF TRANSP
 DF9834.in May 2012.
 DF9834
 DF9834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9834.GEOID18 height accuracy estimate available here.
 DF9834
 DF9834.Click photographs - Photos may exist for this station.
 DF9834
 DF9834.The dynamic height is computed by dividing the NAVD 88
 DF9834.geopotential number by the normal gravity value computed on the
 DF9834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9834.degrees latitude (g = 980.6199 gals.).
 DF9834
 DF9834.The modeled gravity was interpolated from observed gravity values.
 DF9834
 DF9834;                    North         East    Units  Estimated Accuracy
 DF9834;SPC WI S     -    60,483.      666,231.      MT  (+/- 10 meters HH2 GPS)
 DF9834
 DF9834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1986312239(NAD 83)
 DF9834
 DF9834                          SUPERSEDED SURVEY CONTROL
 DF9834
 DF9834  NAVD 88 (04/20/07)  245.267  (m)          804.68   (f) SUPERSEDED  2 1
 DF9834  NAVD 88 (02/25/04)  245.263  (m)          804.67   (f) SUPERSEDED  2 1
 DF9834
 DF9834.Superseded values are not recommended for survey control.
 DF9834
 DF9834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9834.See file dsdata.pdf to determine how the superseded data were derived.
 DF9834
 DF9834_MARKER: DD = SURVEY DISK
 DF9834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9834_STAMPING: 1H15 2002
 DF9834_MARK LOGO: WIDT
 DF9834_PROJECTION: FLUSH
 DF9834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9834+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DF9834
 DF9834  HISTORY     - Date     Condition        Report By
 DF9834  HISTORY     - 2001     MONUMENTED       WIDT
 DF9834  HISTORY     - 20070828 GOOD             WIDT
 DF9834
 DF9834                          STATION DESCRIPTION
 DF9834
 DF9834'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9834'THE STATION IS LOCATED ABOUT 17 KM SOUTHEAST OF BRODHEAD, 14 KM
 DF9834'WEST-NORTHWEST OF BELOIT, AND 11 KM SOUTH-SOUTHEAST OF ORFORDVILLE.
 DF9834'OWNERSHIP--TOWN OF NEWARK.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9834'STATE HIGHWAY 11 WITH STATE HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE
 DF9834'CITY OF BRODHEAD, GO SOUTHEAST ON STATE HIGHWAY 81 FOR 16.0 KM TO
 DF9834'COUNTY HIGHWAY K, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY K FOR 1.6
 DF9834'KM TO WEST BELOIT NEWARK ROAD, TURN RIGHT AND GO EAST ON WEST BELOIT
 DF9834'NEWARK ROAD FOR 2.4 KM TO SOUTH OLSON ROAD, CONTINUE EAST ON WEST
 DF9834'BELOIT NEWARK ROAD FOR 0.4 KM TO THE STATION ON THE LEFT.  THE
 DF9834'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9834'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9834'CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT LEVEL WITH THE ROAD
 DF9834'PAVEMENT.  THE STATION IS 5.5 M NORTH OF THE CENTERLINE OF WEST
 DF9834'BELOIT NEWARK ROAD, 117 M WEST OF THE NORTHWEST CORNER OF A BOX
 DF9834'CULVERT, 37.6 M EAST OF A WOOD POST FOR A --INTERSECTION-- SIGN, AND
 DF9834'20.6 M NORTHEAST OF POWER POLE --5C21E 5--.  ---NOTE---THE STATION IS
 DF9834'1.0 M SOUTH OF A WHITE PLASTIC WITNESS POST. ---NOTE2---THIS STATION
 DF9834'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE
 DF9834'THE HORIZON.
 DF9834
 DF9834                          STATION RECOVERY (2007)
 DF9834
 DF9834'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9834'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE WEST OF
 DF9834'SOUTH PINNOW GROVE ROAD AND 1.0 M NORTH, 0.9 M EAST, AND 0.9 M WEST OF
 DF9834'THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9833 ***********************************************************************
 DF9833  DESIGNATION -  1H16
 DF9833  PID         -  DF9833
 DF9833  STATE/COUNTY-  WI/ROCK
 DF9833  COUNTRY     -  US
 DF9833  USGS QUAD   -  NEWARK (2018)
 DF9833
 DF9833                         *CURRENT SURVEY CONTROL
 DF9833  ______________________________________________________________________
 DF9833* NAD 83(1986) POSITION- 42 32 26.6    (N) 089 10 06.5    (W)   HD_HELD2
 DF9833* NAVD 88 ORTHO HEIGHT -   275.918 (meters)      905.24  (feet) ADJUSTED
 DF9833  ______________________________________________________________________
 DF9833  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 DF9833  DYNAMIC HEIGHT  -        275.832 (meters)      904.96  (feet) COMP
 DF9833  MODELED GRAVITY -    980,305.6   (mgal)                       NAVD 88
 DF9833
 DF9833  VERT ORDER      -  SECOND    CLASS I
 DF9833
 DF9833.The horizontal coordinates were established by autonomous hand held GPS
 DF9833.observations and have an estimated accuracy of +/- 10 meters.
 DF9833
 DF9833.The orthometric height was determined by differential leveling and
 DF9833.adjusted by the WI DEPT OF TRANSP
 DF9833.in May 2012.
 DF9833
 DF9833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9833.GEOID18 height accuracy estimate available here.
 DF9833
 DF9833.Click photographs - Photos may exist for this station.
 DF9833
 DF9833.The dynamic height is computed by dividing the NAVD 88
 DF9833.geopotential number by the normal gravity value computed on the
 DF9833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9833.degrees latitude (g = 980.6199 gals.).
 DF9833
 DF9833.The modeled gravity was interpolated from observed gravity values.
 DF9833
 DF9833;                    North         East    Units  Estimated Accuracy
 DF9833;SPC WI S     -    60,411.      668,308.      MT  (+/- 10 meters HH2 GPS)
 DF9833
 DF9833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2193612093(NAD 83)
 DF9833
 DF9833                          SUPERSEDED SURVEY CONTROL
 DF9833
 DF9833  NAVD 88 (04/20/07)  275.899  (m)          905.18   (f) SUPERSEDED  2 1
 DF9833  NAVD 88 (02/25/04)  275.896  (m)          905.17   (f) SUPERSEDED  2 1
 DF9833
 DF9833.Superseded values are not recommended for survey control.
 DF9833
 DF9833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9833.See file dsdata.pdf to determine how the superseded data were derived.
 DF9833
 DF9833_MARKER: DD = SURVEY DISK
 DF9833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9833_STAMPING: 1H16 2002
 DF9833_MARK LOGO: WIDT
 DF9833_PROJECTION: FLUSH
 DF9833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9833+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DF9833
 DF9833  HISTORY     - Date     Condition        Report By
 DF9833  HISTORY     - 2001     MONUMENTED       WIDT
 DF9833  HISTORY     - 20070828 GOOD             WIDT
 DF9833
 DF9833                          STATION DESCRIPTION
 DF9833
 DF9833'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9833'THE STATION IS LOCATED ABOUT 20 KM SOUTHWEST OF JANESVILLE, 19 KM
 DF9833'SOUTHEAST OF BRODHEAD, AND 12 KM WEST-NORTHWEST OF BELOIT.
 DF9833'OWNERSHIP--ROCK COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9833'STATE HIGHWAY 81 WITH STATE HIGHWAY 213 NORTH IN THE CITY OF BELOIT,
 DF9833'GO WEST ON STATE HIGHWAY 81 FOR 9.4 KM TO COUNTY HIGHWAY H, TURN
 DF9833'RIGHT AND GO NORTH ON COUNTY HIGHWAY H FOR 1.8 KM TO WEST BELOIT
 DF9833'NEWARK ROAD AND THE STATION ON THE RIGHT.  ---NOTE---THE STATION IS
 DF9833'LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION.    THE STATION
 DF9833'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9833'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9833'SET TO A DEPTH OF 1.2 M, SET ON BEDROCK AND ABOUT LEVEL WITH THE
 DF9833'HIGHWAY PAVEMENT.  THE STATION IS 13.8 M EAST OF THE CENTERLINE OF
 DF9833'COUNTY HIGHWAY H, 91 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE
 DF9833'ENTRANCE --9502 CTH H--, 17.8 M NORTH OF THE CENTERLINE OF WEST
 DF9833'BELOIT NEWARK ROAD, AND 0.8 M WEST OF A METAL WIRE FENCE.
 DF9833'---NOTE---THE STATION IS 0.7 M WEST OF A WHITE PLASTIC WITNESS POST.
 DF9833'---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A
 DF9833'TREE OVERHEAD.
 DF9833
 DF9833                          STATION RECOVERY (2007)
 DF9833
 DF9833'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9833'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.0 M NORTH OF A
 DF9833'WOOD CORNER FENCE POST.  ---NOTE--- THE MONUMENT IS RECESSED 9 CM
 DF9833'BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9832 ***********************************************************************
 DF9832  DESIGNATION -  1H17
 DF9832  PID         -  DF9832
 DF9832  STATE/COUNTY-  WI/ROCK
 DF9832  COUNTRY     -  US
 DF9832  USGS QUAD   -  NEWARK (2018)
 DF9832
 DF9832                         *CURRENT SURVEY CONTROL
 DF9832  ______________________________________________________________________
 DF9832* NAD 83(1986) POSITION- 42 32 21.8    (N) 089 08 57.8    (W)   HD_HELD2
 DF9832* NAVD 88 ORTHO HEIGHT -   263.162 (meters)      863.39  (feet) ADJUSTED
 DF9832  ______________________________________________________________________
 DF9832  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 DF9832  DYNAMIC HEIGHT  -        263.081 (meters)      863.12  (feet) COMP
 DF9832  MODELED GRAVITY -    980,307.1   (mgal)                       NAVD 88
 DF9832
 DF9832  VERT ORDER      -  SECOND    CLASS I
 DF9832
 DF9832.The horizontal coordinates were established by autonomous hand held GPS
 DF9832.observations and have an estimated accuracy of +/- 10 meters.
 DF9832
 DF9832.The orthometric height was determined by differential leveling and
 DF9832.adjusted by the WI DEPT OF TRANSP
 DF9832.in May 2012.
 DF9832
 DF9832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9832.GEOID18 height accuracy estimate available here.
 DF9832
 DF9832.Click photographs - Photos may exist for this station.
 DF9832
 DF9832.The dynamic height is computed by dividing the NAVD 88
 DF9832.geopotential number by the normal gravity value computed on the
 DF9832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9832.degrees latitude (g = 980.6199 gals.).
 DF9832
 DF9832.The modeled gravity was interpolated from observed gravity values.
 DF9832
 DF9832;                    North         East    Units  Estimated Accuracy
 DF9832;SPC WI S     -    60,279.      669,877.      MT  (+/- 10 meters HH2 GPS)
 DF9832
 DF9832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2350011905(NAD 83)
 DF9832
 DF9832                          SUPERSEDED SURVEY CONTROL
 DF9832
 DF9832  NAVD 88 (04/20/07)  263.144  (m)          863.33   (f) SUPERSEDED  2 1
 DF9832  NAVD 88 (02/25/04)  263.141  (m)          863.32   (f) SUPERSEDED  2 1
 DF9832
 DF9832.Superseded values are not recommended for survey control.
 DF9832
 DF9832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9832.See file dsdata.pdf to determine how the superseded data were derived.
 DF9832
 DF9832_MARKER: DD = SURVEY DISK
 DF9832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9832_STAMPING: 1H17 2002
 DF9832_MARK LOGO: WIDT
 DF9832_PROJECTION: FLUSH
 DF9832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9832+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DF9832
 DF9832  HISTORY     - Date     Condition        Report By
 DF9832  HISTORY     - 2001     MONUMENTED       WIDT
 DF9832  HISTORY     - 20070828 GOOD             WIDT
 DF9832
 DF9832                          STATION DESCRIPTION
 DF9832
 DF9832'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9832'THE STATION IS LOCATED ABOUT 21 KM SOUTHEAST OF BRODHEAD, 19 KM
 DF9832'SOUTHWEST OF JANESVILLE, 13 KM SOUTHEAST OF ORFORDVILLE, AND 10 KM
 DF9832'WEST-NORTHWEST OF BELOIT. OWNERSHIP--TOWN OF NEWARK.  TO REACH THE
 DF9832'STATION FROM THE JUNCTION OF STATE HIGHWAY 81 WITH STATE HIGHWAY 213
 DF9832'NORTH IN THE CITY OF BELOIT, GO WEST ON STATE HIGHWAY 81 FOR 7.8 KM
 DF9832'TO SOUTH SMYTHE SCHOOL ROAD, TURN RIGHT AND GO NORTH ON SOUTH SMYTHE
 DF9832'SCHOOL ROAD FOR 0.6 KM TO WEST SPRING CREEK ROAD ON THE RIGHT,
 DF9832'CONTINUE NORTH ON SOUTH SMYTHE SCHOOL ROAD FOR 1.4 KM TO THE STATION
 DF9832'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9832'TRANSPORTATION GEODETIC SURVEY CONTROL DISK SET IN THE TOP OF A 41-CM
 DF9832'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9832'THE ROAD PAVEMENT.  THE STATION IS 6.9 M WEST OF THE CENTERLINE OF
 DF9832'SOUTH SMYTHE SCHOOL ROAD, 0.2 KM NORTH OF GRAVEL PRIVATE ENTRANCE
 DF9832'--9837--, 70 M SOUTH OF THE CENTERLINE OF GRAVEL PRIVATE ENTRANCE
 DF9832'--9626--, AND 5 M EAST OF A CULTIVATED FIELD. ---NOTE---THE STAION IS
 DF9832'1.0 M EAST AND 1.0 M NORTH OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9832'---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9832'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9832
 DF9832                          STATION RECOVERY (2007)
 DF9832
 DF9832'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9832'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.10 MILE SOUTH OF
 DF9832'BELOIT NEWARK ROAD AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9831 ***********************************************************************
 DF9831  DESIGNATION -  1H18
 DF9831  PID         -  DF9831
 DF9831  STATE/COUNTY-  WI/ROCK
 DF9831  COUNTRY     -  US
 DF9831  USGS QUAD   -  BELOIT (2018)
 DF9831
 DF9831                         *CURRENT SURVEY CONTROL
 DF9831  ______________________________________________________________________
 DF9831* NAD 83(1986) POSITION- 42 32 33.3    (N) 089 07 27.8    (W)   HD_HELD2
 DF9831* NAVD 88 ORTHO HEIGHT -   257.115 (meters)      843.55  (feet) ADJUSTED
 DF9831  ______________________________________________________________________
 DF9831  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 DF9831  DYNAMIC HEIGHT  -        257.037 (meters)      843.30  (feet) COMP
 DF9831  MODELED GRAVITY -    980,309.2   (mgal)                       NAVD 88
 DF9831
 DF9831  VERT ORDER      -  SECOND    CLASS I
 DF9831
 DF9831.The horizontal coordinates were established by autonomous hand held GPS
 DF9831.observations and have an estimated accuracy of +/- 10 meters.
 DF9831
 DF9831.The orthometric height was determined by differential leveling and
 DF9831.adjusted by the WI DEPT OF TRANSP
 DF9831.in May 2012.
 DF9831
 DF9831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9831.GEOID18 height accuracy estimate available here.
 DF9831
 DF9831.Click photographs - Photos may exist for this station.
 DF9831
 DF9831.The dynamic height is computed by dividing the NAVD 88
 DF9831.geopotential number by the normal gravity value computed on the
 DF9831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9831.degrees latitude (g = 980.6199 gals.).
 DF9831
 DF9831.The modeled gravity was interpolated from observed gravity values.
 DF9831
 DF9831;                    North         East    Units  Estimated Accuracy
 DF9831;SPC WI S     -    60,655.      671,927.      MT  (+/- 10 meters HH2 GPS)
 DF9831
 DF9831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2556212208(NAD 83)
 DF9831
 DF9831                          SUPERSEDED SURVEY CONTROL
 DF9831
 DF9831  NAVD 88 (04/20/07)  257.096  (m)          843.49   (f) SUPERSEDED  2 1
 DF9831  NAVD 88 (02/25/04)  257.095  (m)          843.49   (f) SUPERSEDED  2 1
 DF9831
 DF9831.Superseded values are not recommended for survey control.
 DF9831
 DF9831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9831.See file dsdata.pdf to determine how the superseded data were derived.
 DF9831
 DF9831_MARKER: DD = SURVEY DISK
 DF9831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9831_STAMPING: 1H18 2002
 DF9831_MARK LOGO: WIDT
 DF9831_PROJECTION: FLUSH
 DF9831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9831+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 DF9831
 DF9831  HISTORY     - Date     Condition        Report By
 DF9831  HISTORY     - 2001     MONUMENTED       WIDT
 DF9831  HISTORY     - 20060420 GOOD             JCLS
 DF9831  HISTORY     - 20070516 GOOD             JCLS
 DF9831  HISTORY     - 20101101 GOOD             JCLS
 DF9831
 DF9831                          STATION DESCRIPTION
 DF9831
 DF9831'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9831'THE STATION IS LOCATED ABOUT 18 KM SOUTHWEST OF JANESVILLE AND 8 KM
 DF9831'NORTHWEST OF BELOIT.  OWNERSHIP--TOWN OF BELOIT.  TO REACH THE
 DF9831'STATION FROM THE JUNCTION OF STATE HIGHWAY 81 WITH STATE HIGHWAY 213
 DF9831'NORTH IN THE CITY OF BELOIT, GO NORTHWEST ON STATE HIGHWAY 213 FOR
 DF9831'4.4 KM TO WEST BELOIT NEWARK ROAD, TURN LEFT AND GO WEST ON WEST
 DF9831'BELOIT NEWARK ROAD FOR 1.9 KM TO PADDOCK ROAD, CONTINUE WEST ON WEST
 DF9831'BELOIT NEWARK ROAD FOR 0.8 KM TO SOUTH BROSTUEN ROAD ON THE RIGHT,
 DF9831'TURN RIGHT AND GO NORTH ON SOUTH BROSTUEN ROAD FOR 0.2 KM TO THE
 DF9831'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9831'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9831'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9831'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.1 M EAST OF THE
 DF9831'CENTERLINE OF SOUTH BROSTUEN ROAD, 58 M SOUTH OF A TELEPHONE
 DF9831'PEDESTAL, 14.1 M EAST OF POWER POLE --REA CO-OP 5D18L 9--, AND 1.0 M
 DF9831'WEST OF A BARBED WIRE FENCE.  ---NOTE---THE STATION IS WEST, NORTH
 DF9831'AND SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE--- THIS
 DF9831'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9831'ABOVE THE HORIZON.
 DF9831
 DF9831                          STATION RECOVERY (2006)
 DF9831
 DF9831'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 DF9831'RECOVERED IN GOOD CONDITION.
 DF9831
 DF9831                          STATION RECOVERY (2007)
 DF9831
 DF9831'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 DF9831'RECOVERED IN GOOD CONDITION.
 DF9831
 DF9831                          STATION RECOVERY (2010)
 DF9831
 DF9831'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DF9831'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9830 ***********************************************************************
 DF9830  DESIGNATION -  1H19
 DF9830  PID         -  DF9830
 DF9830  STATE/COUNTY-  WI/ROCK
 DF9830  COUNTRY     -  US
 DF9830  USGS QUAD   -  BELOIT (2018)
 DF9830
 DF9830                         *CURRENT SURVEY CONTROL
 DF9830  ______________________________________________________________________
 DF9830* NAD 83(1986) POSITION- 42 32 25.51   (N) 089 06 08.17   (W)   HD_HELD1
 DF9830* NAVD 88 ORTHO HEIGHT -   268.971 (meters)      882.45  (feet) ADJUSTED
 DF9830  ______________________________________________________________________
 DF9830  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 DF9830  DYNAMIC HEIGHT  -        268.889 (meters)      882.18  (feet) COMP
 DF9830  MODELED GRAVITY -    980,310.4   (mgal)                       NAVD 88
 DF9830
 DF9830  VERT ORDER      -  SECOND    CLASS I
 DF9830
 DF9830.The horizontal coordinates were determined by differentially corrected
 DF9830.hand held GPS observations or other comparable positioning techniques
 DF9830.and have an estimated accuracy of +/- 3 meters.
 DF9830
 DF9830.The orthometric height was determined by differential leveling and
 DF9830.adjusted by the WI DEPT OF TRANSP
 DF9830.in May 2012.
 DF9830
 DF9830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9830.GEOID18 height accuracy estimate available here.
 DF9830
 DF9830.Click photographs - Photos may exist for this station.
 DF9830
 DF9830.The dynamic height is computed by dividing the NAVD 88
 DF9830.geopotential number by the normal gravity value computed on the
 DF9830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9830.degrees latitude (g = 980.6199 gals.).
 DF9830
 DF9830.The modeled gravity was interpolated from observed gravity values.
 DF9830
 DF9830;                    North         East    Units  Estimated Accuracy
 DF9830;SPC WI S     -    60,433.7     673,746.9     MT  (+/- 3 meters HH1 GPS) 
 DF9830
 DF9830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2737211922(NAD 83)
 DF9830
 DF9830                          SUPERSEDED SURVEY CONTROL
 DF9830
 DF9830  NAVD 88 (04/20/07)  268.951  (m)          882.38   (f) SUPERSEDED  2 1
 DF9830  NAVD 88 (02/25/04)  268.951  (m)          882.38   (f) SUPERSEDED  2 1
 DF9830
 DF9830.Superseded values are not recommended for survey control.
 DF9830
 DF9830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9830.See file dsdata.pdf to determine how the superseded data were derived.
 DF9830
 DF9830_MARKER: DD = SURVEY DISK
 DF9830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9830_STAMPING: 1H19 2002
 DF9830_MARK LOGO: WIDT
 DF9830_PROJECTION: FLUSH
 DF9830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9830+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DF9830
 DF9830  HISTORY     - Date     Condition        Report By
 DF9830  HISTORY     - 2001     MONUMENTED       WIDT
 DF9830  HISTORY     - 20060420 GOOD             JCLS
 DF9830  HISTORY     - 20070828 GOOD             WIDT
 DF9830
 DF9830                          STATION DESCRIPTION
 DF9830
 DF9830'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9830'THE STATION IS LOCATED ABOUT 17 KM SOUTHWEST OF JANESVILLE, 12 KM
 DF9830'SOUTHWEST OF AFTON AND 7 KM NORTHWEST OF BELOIT.  OWNERSHIP--TOWN OF
 DF9830'BELOIT.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81
 DF9830'WITH STATE HIGHWAY 213 IN THE CITY OF BELOIT, GO NORTHWEST ON STATE
 DF9830'HIGHWAY 213 FOR 4.2 KM TO WEST BELOIT NEWARK ROAD, TURN LEFT AND GO
 DF9830'WEST ON WEST BELOIT NEWARK ROAD FOR 0.7 KM TO BELMONT DRIVE ON THE
 DF9830'RIGHT, CONTINUE WEST ON WEST BELOIT NEWARK ROAD FOR 0.2 KM TO THE
 DF9830'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9830'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9830'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.4 M, SET ON
 DF9830'BEDROCK AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.5 M
 DF9830'NORTH OF THE CENTERLINE OF WEST BELOIT NEWARK ROAD, 66 M
 DF9830'EAST-NORTHEAST OF A TELEPHONE PEDESTAL --NO NUMBER--, 43.6 M
 DF9830'NORTHWEST OF A POWER POLE --WPL 1-12-20 22/52--, 22.4 M NORTHEAST OF
 DF9830'A METAL POST FOR A --SPEED LIMIT 25-- SIGN.  ---NOTE---THE STATION IS
 DF9830'0.5 M SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DF9830'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 DF9830'THE HORIZON.
 DF9830
 DF9830                          STATION RECOVERY (2006)
 DF9830
 DF9830'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 DF9830'RECOVERED IN GOOD CONDITION.
 DF9830
 DF9830                          STATION RECOVERY (2007)
 DF9830
 DF9830'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9830'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 42.2 M EAST OF THE
 DF9830'CENTERLINE OF PRIVATE ENTRANCE --3707--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9829 ***********************************************************************
 DF9829  DESIGNATION -  1H20
 DF9829  PID         -  DF9829
 DF9829  STATE/COUNTY-  WI/ROCK
 DF9829  COUNTRY     -  US
 DF9829  USGS QUAD   -  BELOIT (2018)
 DF9829
 DF9829                         *CURRENT SURVEY CONTROL
 DF9829  ______________________________________________________________________
 DF9829* NAD 83(1986) POSITION- 42 32 25.03   (N) 089 04 56.69   (W)   HD_HELD1
 DF9829* NAVD 88 ORTHO HEIGHT -   252.987 (meters)      830.01  (feet) ADJUSTED
 DF9829  ______________________________________________________________________
 DF9829  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 DF9829  DYNAMIC HEIGHT  -        252.911 (meters)      829.76  (feet) COMP
 DF9829  MODELED GRAVITY -    980,311.4   (mgal)                       NAVD 88
 DF9829
 DF9829  VERT ORDER      -  SECOND    CLASS I
 DF9829
 DF9829.The horizontal coordinates were determined by differentially corrected
 DF9829.hand held GPS observations or other comparable positioning techniques
 DF9829.and have an estimated accuracy of +/- 3 meters.
 DF9829
 DF9829.The orthometric height was determined by differential leveling and
 DF9829.adjusted by the WI DEPT OF TRANSP
 DF9829.in May 2012.
 DF9829
 DF9829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9829.GEOID18 height accuracy estimate available here.
 DF9829
 DF9829.Click photographs - Photos may exist for this station.
 DF9829
 DF9829.The dynamic height is computed by dividing the NAVD 88
 DF9829.geopotential number by the normal gravity value computed on the
 DF9829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9829.degrees latitude (g = 980.6199 gals.).
 DF9829
 DF9829.The modeled gravity was interpolated from observed gravity values.
 DF9829
 DF9829;                    North         East    Units  Estimated Accuracy
 DF9829;SPC WI S     -    60,436.7     675,378.1     MT  (+/- 3 meters HH1 GPS) 
 DF9829
 DF9829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2900211867(NAD 83)
 DF9829
 DF9829                          SUPERSEDED SURVEY CONTROL
 DF9829
 DF9829  NAVD 88 (04/20/07)  252.968  (m)          829.95   (f) SUPERSEDED  2 1
 DF9829  NAVD 88 (02/25/04)  252.969  (m)          829.95   (f) SUPERSEDED  2 1
 DF9829
 DF9829.Superseded values are not recommended for survey control.
 DF9829
 DF9829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9829.See file dsdata.pdf to determine how the superseded data were derived.
 DF9829
 DF9829_MARKER: DD = SURVEY DISK
 DF9829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9829_STAMPING: 1H20 2002
 DF9829_MARK LOGO: WIDT
 DF9829_PROJECTION: FLUSH
 DF9829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9829+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DF9829
 DF9829  HISTORY     - Date     Condition        Report By
 DF9829  HISTORY     - 2001     MONUMENTED       WIDT
 DF9829  HISTORY     - 20070828 GOOD             WIDT
 DF9829
 DF9829                          STATION DESCRIPTION
 DF9829
 DF9829'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9829'THE STATION IS LOCATED ABOUT 17 KM SOUTH-SOUTHWEST JANESVILLE, 10 KM
 DF9829'SOUTH-SOUTHWEST OF AFTON AND 5 KM NORTHWEST OF BELOIT.    OWNERSHIP--
 DF9829'ROCK COUNTY.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 DF9829'HIGHWAY 81 WITH STATE HIGHWAY 213 IN THE CITY OF BELOIT, GO NORTHWEST
 DF9829'ON STATE HIGHWAY 213 FOR 4.2 KM TO COUNTY HIGHWAY Q (BELOIT NEWARK
 DF9829'ROAD), TURN RIGHT AND GO EAST ON (COUNTY HIGHWAY Q (BELOIT NEWARK
 DF9829'ROAD) FOR 0.2 KM TO TUCKER DRIVE ON THE LEFT, CONTINUE EAST ON WEST
 DF9829'COUNTY HIHGWAY Q (BELOIT NEWARK ROAD) FOR 0.5 KM TO THE STATION ON
 DF9829'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9829'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9829'A 41-CM CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9829'THE HIGHWAY PAVEMENT.  THE STATION IS 11.O M NORTH OF THE CENTERLINE
 DF9829'OF COUNTY HIGHWAY Q (BELOIT NEWARK ROAD), 140 M WEST OF THE
 DF9829'CENTERLINE OF SOUTH NYE SCHOOL ROAD, 56.1 M NORTHWEST OF A POWER
 DF9829'POLE, 55.3 M NORTHEAST OF A POWER POLE --WPL 1-12-21.1 40/52--, AND 2
 DF9829'M SOUTH OF A CULTIVATED FIELD. ---NOTE---THE STATION IS EAST, WEST
 DF9829'AND NORTH OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9829'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9829'ABOVE THE HORIZON.
 DF9829
 DF9829                          STATION RECOVERY (2007)
 DF9829
 DF9829'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9829'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9828 ***********************************************************************
 DF9828  DESIGNATION -  1H21
 DF9828  PID         -  DF9828
 DF9828  STATE/COUNTY-  WI/ROCK
 DF9828  COUNTRY     -  US
 DF9828  USGS QUAD   -  BELOIT (2018)
 DF9828
 DF9828                         *CURRENT SURVEY CONTROL
 DF9828  ______________________________________________________________________
 DF9828* NAD 83(1986) POSITION- 42 32 23.42   (N) 089 03 29.10   (W)   HD_HELD1
 DF9828* NAVD 88 ORTHO HEIGHT -   242.974 (meters)      797.16  (feet) ADJUSTED
 DF9828  ______________________________________________________________________
 DF9828  GEOID HEIGHT    -        -33.783 (meters)                     GEOID18
 DF9828  DYNAMIC HEIGHT  -        242.900 (meters)      796.91  (feet) COMP
 DF9828  MODELED GRAVITY -    980,312.4   (mgal)                       NAVD 88
 DF9828
 DF9828  VERT ORDER      -  SECOND    CLASS I
 DF9828
 DF9828.The horizontal coordinates were determined by differentially corrected
 DF9828.hand held GPS observations or other comparable positioning techniques
 DF9828.and have an estimated accuracy of +/- 3 meters.
 DF9828
 DF9828.The orthometric height was determined by differential leveling and
 DF9828.adjusted by the WI DEPT OF TRANSP
 DF9828.in May 2012.
 DF9828
 DF9828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9828.GEOID18 height accuracy estimate available here.
 DF9828
 DF9828.Click photographs - Photos may exist for this station.
 DF9828
 DF9828.The dynamic height is computed by dividing the NAVD 88
 DF9828.geopotential number by the normal gravity value computed on the
 DF9828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9828.degrees latitude (g = 980.6199 gals.).
 DF9828
 DF9828.The modeled gravity was interpolated from observed gravity values.
 DF9828
 DF9828;                    North         East    Units  Estimated Accuracy
 DF9828;SPC WI S     -    60,409.3     677,377.3     MT  (+/- 3 meters HH1 GPS) 
 DF9828
 DF9828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3099911769(NAD 83)
 DF9828
 DF9828                          SUPERSEDED SURVEY CONTROL
 DF9828
 DF9828  NAVD 88 (04/20/07)  242.955  (m)          797.09   (f) SUPERSEDED  2 1
 DF9828  NAVD 88 (02/25/04)  242.956  (m)          797.10   (f) SUPERSEDED  2 1
 DF9828
 DF9828.Superseded values are not recommended for survey control.
 DF9828
 DF9828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9828.See file dsdata.pdf to determine how the superseded data were derived.
 DF9828
 DF9828_MARKER: DD = SURVEY DISK
 DF9828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9828_STAMPING: 1H21 2002
 DF9828_MARK LOGO: WIDT
 DF9828_PROJECTION: FLUSH
 DF9828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9828+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DF9828
 DF9828  HISTORY     - Date     Condition        Report By
 DF9828  HISTORY     - 2001     MONUMENTED       WIDT
 DF9828  HISTORY     - 20070828 GOOD             WIDT
 DF9828
 DF9828                          STATION DESCRIPTION
 DF9828
 DF9828'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9828'THE STATION IS LOCATED ABOUT 8 KM SOUTH OF AFTON AND 4 KM NORTHWEST
 DF9828'OF BELOIT. OWNERSHIP--ROCK COUNTY.  TO REACH THE STATION FROM THE
 DF9828'JUNCTION OF STATE HIGHWAY 81 WITH STATE HIGHWAY 213 IN THE CITY OF
 DF9828'BELOIT, GO NORTHWEST ON STATE HIGHWAY 213 FOR 4.2 KM TO COUNTY
 DF9828'HIGHWAY Q (BELOIT NEWARK ROAD), TURN RIGHT AND GO EAST ON COUNTY
 DF9828'HIGHWAY Q (BELOIT NEWARK ROAD) FOR 0.8 KM TO SOUTH NYE SCHOOL ROAD,
 DF9828'CONTINUE EAST ON COUNTY HIGHWAY Q (BELOIT NEWARK ROAD) FOR 1.8 KM TO
 DF9828'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9828'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL STATION DISK SET IN THE
 DF9828'TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DF9828'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.    THE STATION IS 12.7 M SOUTH
 DF9828'OF THE CENTERLINE OF COUNTY HIGHWAY Q (BELOIT NEWARK ROAD), 144 M
 DF9828'WEST OF THE CENTERLINE OF MCKINLEY AVENUE, 43.8 M SOUTHEAST OF A
 DF9828'POWER POLE --WPL J 1-12-15 33/0-- , AND 2 M NORTH OF A CULTIVATED
 DF9828'FIELD.   ---NOTE2---THE STATION IS SOUTH, EAST AND WEST OF THREE WHITE
 DF9828'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9828'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9828
 DF9828                          STATION RECOVERY (2007)
 DF9828
 DF9828'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9828'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 27.6 M
 DF9828'WEST-SOUTHWEST OF THE TOP CENTER OF AN IRON MANHOLE COVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9827 ***********************************************************************
 DF9827  DESIGNATION -  1H22
 DF9827  PID         -  DF9827
 DF9827  STATE/COUNTY-  WI/ROCK
 DF9827  COUNTRY     -  US
 DF9827  USGS QUAD   -  BELOIT (2018)
 DF9827
 DF9827                         *CURRENT SURVEY CONTROL
 DF9827  ______________________________________________________________________
 DF9827* NAD 83(1986) POSITION- 42 33 31.41   (N) 089 03 42.36   (W)   HD_HELD1
 DF9827* NAVD 88 ORTHO HEIGHT -   267.896 (meters)      878.92  (feet) ADJUSTED
 DF9827  ______________________________________________________________________
 DF9827  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 DF9827  DYNAMIC HEIGHT  -        267.815 (meters)      878.66  (feet) COMP
 DF9827  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 DF9827
 DF9827  VERT ORDER      -  SECOND    CLASS I
 DF9827
 DF9827.The horizontal coordinates were determined by differentially corrected
 DF9827.hand held GPS observations or other comparable positioning techniques
 DF9827.and have an estimated accuracy of +/- 3 meters.
 DF9827
 DF9827.The orthometric height was determined by differential leveling and
 DF9827.adjusted by the WI DEPT OF TRANSP
 DF9827.in May 2012.
 DF9827
 DF9827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9827.GEOID18 height accuracy estimate available here.
 DF9827
 DF9827.Click photographs - Photos may exist for this station.
 DF9827
 DF9827.The dynamic height is computed by dividing the NAVD 88
 DF9827.geopotential number by the normal gravity value computed on the
 DF9827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9827.degrees latitude (g = 980.6199 gals.).
 DF9827
 DF9827.The modeled gravity was interpolated from observed gravity values.
 DF9827
 DF9827;                    North         East    Units  Estimated Accuracy
 DF9827;SPC WI S     -    62,503.8     677,051.1     MT  (+/- 3 meters HH1 GPS) 
 DF9827
 DF9827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3074813873(NAD 83)
 DF9827
 DF9827                          SUPERSEDED SURVEY CONTROL
 DF9827
 DF9827  NAVD 88 (04/20/07)  267.876  (m)          878.86   (f) SUPERSEDED  2 1
 DF9827  NAVD 88 (02/25/04)  267.879  (m)          878.87   (f) SUPERSEDED  2 1
 DF9827
 DF9827.Superseded values are not recommended for survey control.
 DF9827
 DF9827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9827.See file dsdata.pdf to determine how the superseded data were derived.
 DF9827
 DF9827_MARKER: DD = SURVEY DISK
 DF9827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9827_STAMPING: 1H22 2002
 DF9827_MARK LOGO: WIDT
 DF9827_PROJECTION: FLUSH
 DF9827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9827+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DF9827
 DF9827  HISTORY     - Date     Condition        Report By
 DF9827  HISTORY     - 2001     MONUMENTED       WIDT
 DF9827  HISTORY     - 20070828 GOOD             WIDT
 DF9827
 DF9827                          STATION DESCRIPTION
 DF9827
 DF9827'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9827'THE STATION IS LOCATED ABOUT 17 KM SOUTHEAST OF ORFORDVILLE, 14 KM
 DF9827'SOUTH-SOUTHWEST OF JANESVILLE AND 6 KM NORTH-NORTHWEST OF BELOIT.
 DF9827'OWNERSHIP--ROCK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9827'STATE HIGHWAY 81 WITH STATE HIGHWAY 213 (4TH STREET) IN THE CITY OF
 DF9827'BELOIT, GO NORTHWEST ON STATE HIGHWAY 81 FOR 0.6 KM TO COUNTY HIGHWAY
 DF9827'D (6TH STREET), TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY D (6TH
 DF9827'STREET) FOR 5.1 KM TO WEST BIG HILL ROAD ON THE RIGHT, CONTINUE NORTH
 DF9827'ON COUNTY HIGHWAY D FOR 0.5 KM TO THE STATION ON THE LEFT.  THE
 DF9827'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9827'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9827'CONCRETE POST SET TO A DEPTH OF 1.7 M SET ON BEDROCK AND LEVEL WITH
 DF9827'THE HIGHWAY PAVEMENT.  THE STATION IS 10.1 M WEST OF THE CENTERLINE
 DF9827'OF COUNTY HIGHWAY D, 60.2 M NORTH OF A POWER POLE --1-12-10 23/14--,
 DF9827'29 M NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --3049--,
 DF9827'24.6 M SOUTH OF A --R/W-- POST, AND 4 M EAST OF A CULTIVATED FIELD.
 DF9827'---NOTE---THE STATION IS 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.
 DF9827'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9827'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9827
 DF9827                          STATION RECOVERY (2007)
 DF9827
 DF9827'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9825 ***********************************************************************
 DF9825  DESIGNATION -  1H23
 DF9825  PID         -  DF9825
 DF9825  STATE/COUNTY-  WI/ROCK
 DF9825  COUNTRY     -  US
 DF9825  USGS QUAD   -  BELOIT (2018)
 DF9825
 DF9825                         *CURRENT SURVEY CONTROL
 DF9825  ______________________________________________________________________
 DF9825* NAD 83(1986) POSITION- 42 35 01.5    (N) 089 03 00.6    (W)   HD_HELD2
 DF9825* NAVD 88 ORTHO HEIGHT -   241.118 (meters)      791.07  (feet) ADJUSTED
 DF9825  ______________________________________________________________________
 DF9825  GEOID HEIGHT    -        -33.829 (meters)                     GEOID18
 DF9825  DYNAMIC HEIGHT  -        241.046 (meters)      790.83  (feet) COMP
 DF9825  MODELED GRAVITY -    980,317.5   (mgal)                       NAVD 88
 DF9825
 DF9825  VERT ORDER      -  SECOND    CLASS I
 DF9825
 DF9825.The horizontal coordinates were established by autonomous hand held GPS
 DF9825.observations and have an estimated accuracy of +/- 10 meters.
 DF9825
 DF9825.The orthometric height was determined by differential leveling and
 DF9825.adjusted by the WI DEPT OF TRANSP
 DF9825.in May 2012.
 DF9825
 DF9825.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9825.GEOID18 height accuracy estimate available here.
 DF9825
 DF9825.Click photographs - Photos may exist for this station.
 DF9825
 DF9825.The dynamic height is computed by dividing the NAVD 88
 DF9825.geopotential number by the normal gravity value computed on the
 DF9825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9825.degrees latitude (g = 980.6199 gals.).
 DF9825
 DF9825.The modeled gravity was interpolated from observed gravity values.
 DF9825
 DF9825;                    North         East    Units  Estimated Accuracy
 DF9825;SPC WI S     -    65,294.      677,972.      MT  (+/- 10 meters HH2 GPS)
 DF9825
 DF9825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3176716629(NAD 83)
 DF9825
 DF9825                          SUPERSEDED SURVEY CONTROL
 DF9825
 DF9825  NAVD 88 (04/20/07)  241.098  (m)          791.00   (f) SUPERSEDED  2 1
 DF9825  NAVD 88 (02/25/04)  241.103  (m)          791.02   (f) SUPERSEDED  2 1
 DF9825
 DF9825.Superseded values are not recommended for survey control.
 DF9825
 DF9825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9825.See file dsdata.pdf to determine how the superseded data were derived.
 DF9825
 DF9825_MARKER: DD = SURVEY DISK
 DF9825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9825_STAMPING: 1H23 2002
 DF9825_MARK LOGO: WIDT
 DF9825_PROJECTION: FLUSH
 DF9825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9825+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 DF9825
 DF9825  HISTORY     - Date     Condition        Report By
 DF9825  HISTORY     - 2001     MONUMENTED       WIDT
 DF9825  HISTORY     - 20070821 GOOD             WIDT
 DF9825
 DF9825                          STATION DESCRIPTION
 DF9825
 DF9825'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9825'THE STATION IS LOCATED ABOUT 18 KM EAST-SOUTHEAST OF ORFORDVILLE, 11
 DF9825'KM SOUTH-SOUTHWEST OF JANESVILLE, AND 8 KM NORTH OF BELOIT.
 DF9825'OWNERSHIP--TOWN OF BELOIT. TO REACH THE STATION FROM THE JUNCTION OF
 DF9825'STATE HIGHWAY 81 EAST (PORTLAND AVENUE) WITH STATE HIGHWAY 213 SOUTH
 DF9825'(4TH STREET) IN THE CITY OF BELOIT, GO NORTH, THEN WEST ON STATE
 DF9825'HIGHWAY 81 AND STATE HIGHWAY 213 (4TH STREET) FOR 0.6 KM TO COUNTY
 DF9825'HIGHWAY D (6TH STREET), TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY D
 DF9825'(6TH STREET) FOR 8.6 KM TO B-R TOWN LINE AVENUE ON THE RIGHT, TURN
 DF9825'RIGHT AND GO EAST ON W.B-R TOWN LINE AVENUE FOR 1.6 KM TO SOUTH
 DF9825'DUGGAN ROAD, TURN RIGHT AND GO SOUTH ON SOUTH DUGGAN ROAD FOR 0.1 KM
 DF9825'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9825'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9825'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9825'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.1 M EAST OF
 DF9825'THE CENTERLINE OF SOUTH DUGGAN ROAD, 75 M SOUTH OF W.B-R TOWN LINE
 DF9825'AVENUE, 23.2 M EAST-SOUTHEAST OF POWER POLE --5D3E11--, AND 3 M WEST
 DF9825'OF A CULTIVATED FIELD.   ---NOTE---THE STATION IS EAST, WEST AND SOUTH
 DF9825'OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9825'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9825'HORIZON.
 DF9825
 DF9825                          STATION RECOVERY (2007)
 DF9825
 DF9825'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9825'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.6 M SOUTH OF
 DF9825'POWER POLE --1-12-2 M0/53--.  NOTE-- THERE IS NO VISIBLE OBSTRUCTION
 DF9825'AT THIS STATION EXCEPT FOR A POWER POLE TO THE NORTH EXTENDING TO 80
 DF9825'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9824 ***********************************************************************
 DF9824  DESIGNATION -  1H24
 DF9824  PID         -  DF9824
 DF9824  STATE/COUNTY-  WI/ROCK
 DF9824  COUNTRY     -  US
 DF9824  USGS QUAD   -  BELOIT (2018)
 DF9824
 DF9824                         *CURRENT SURVEY CONTROL
 DF9824  ______________________________________________________________________
 DF9824* NAD 83(1986) POSITION- 42 35 04.0    (N) 089 01 19.7    (W)   HD_HELD2
 DF9824* NAVD 88 ORTHO HEIGHT -   232.115 (meters)      761.53  (feet) ADJUSTED
 DF9824  ______________________________________________________________________
 DF9824  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 DF9824  DYNAMIC HEIGHT  -        232.046 (meters)      761.30  (feet) COMP
 DF9824  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 DF9824
 DF9824  VERT ORDER      -  SECOND    CLASS I
 DF9824
 DF9824.The horizontal coordinates were established by autonomous hand held GPS
 DF9824.observations and have an estimated accuracy of +/- 10 meters.
 DF9824
 DF9824.The orthometric height was determined by differential leveling and
 DF9824.adjusted by the WI DEPT OF TRANSP
 DF9824.in May 2012.
 DF9824
 DF9824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9824.GEOID18 height accuracy estimate available here.
 DF9824
 DF9824.Click photographs - Photos may exist for this station.
 DF9824
 DF9824.The dynamic height is computed by dividing the NAVD 88
 DF9824.geopotential number by the normal gravity value computed on the
 DF9824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9824.degrees latitude (g = 980.6199 gals.).
 DF9824
 DF9824.The modeled gravity was interpolated from observed gravity values.
 DF9824
 DF9824;                    North         East    Units  Estimated Accuracy
 DF9824;SPC WI S     -    65,398.      680,272.      MT  (+/- 10 meters HH2 GPS)
 DF9824
 DF9824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3406916651(NAD 83)
 DF9824
 DF9824                          SUPERSEDED SURVEY CONTROL
 DF9824
 DF9824  NAVD 88 (04/20/07)  232.096  (m)          761.47   (f) SUPERSEDED  2 1
 DF9824  NAVD 88 (02/25/04)  232.101  (m)          761.48   (f) SUPERSEDED  2 1
 DF9824
 DF9824.Superseded values are not recommended for survey control.
 DF9824
 DF9824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9824.See file dsdata.pdf to determine how the superseded data were derived.
 DF9824
 DF9824_MARKER: DD = SURVEY DISK
 DF9824_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9824_SP_SET: WINGWALL
 DF9824_STAMPING: 1H24 2002
 DF9824_MARK LOGO: WIDT
 DF9824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9824+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 DF9824
 DF9824  HISTORY     - Date     Condition        Report By
 DF9824  HISTORY     - 2001     MONUMENTED       WIDT
 DF9824  HISTORY     - 20070821 GOOD             WIDT
 DF9824
 DF9824                          STATION DESCRIPTION
 DF9824
 DF9824'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9824'THE STATION IS LOCATED ABOUT 10 KM SOUTH OF JANESVILLE, 9 KM NORTH OF
 DF9824'BELOIT, AND 5 KM SOUTHEAST OF AFTON. OWNERSHIP--TOWN OF ROCK. TO
 DF9824'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51 WITH STATE
 DF9824'HIGHWAY 11 ABOUT 1 KM SOUTHWEST OF THE CITY OF JANESVILLE, GO SOUTH
 DF9824'ON US HIGHWAY 51 FOR 9.8 KM TO TOWNLINE ROAD, TURN RIGHT AND GO WEST
 DF9824'ON TOWNLINE ROAD FOR 0.2 KM TO BRIDGE --B53-185-95-- OVER THE ROCK
 DF9824'RIVER AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9824'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9824'STATION DISK SET IN THE TOP OF THE NORTHWEST WINGWALL AND ABOUT LEVEL
 DF9824'WITH THE ROAD PAVEMENT. THE STATION IS 7.0 M NORTHEAST OF THE
 DF9824'CENTERLINE OF TOWNLINE ROAD, AND 0.2 KM SOUTHEAST OF THE CENTERLINE
 DF9824'OF SOUTH EDGEWATER DRIVE. ---NOTE---THIS STATION HAS NO VISIBLE
 DF9824'OBSTRUCTION EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9824
 DF9824                          STATION RECOVERY (2007)
 DF9824
 DF9824'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9824'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.9 M EAST OF A
 DF9824'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9782 ***********************************************************************
 DF9782  DESIGNATION -  1H25
 DF9782  PID         -  DF9782
 DF9782  STATE/COUNTY-  WI/GREEN
 DF9782  COUNTRY     -  US
 DF9782  USGS QUAD   -  ALBANY (2018)
 DF9782
 DF9782                         *CURRENT SURVEY CONTROL
 DF9782  ______________________________________________________________________
 DF9782* NAD 83(1986) POSITION- 42 44 28.7    (N) 089 27 47.2    (W)   HD_HELD2
 DF9782* NAVD 88 ORTHO HEIGHT -   248.724 (meters)      816.02  (feet) ADJUSTED
 DF9782  ______________________________________________________________________
 DF9782  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 DF9782  DYNAMIC HEIGHT  -        248.650 (meters)      815.78  (feet) COMP
 DF9782  MODELED GRAVITY -    980,319.3   (mgal)                       NAVD 88
 DF9782
 DF9782  VERT ORDER      -  SECOND    CLASS I
 DF9782
 DF9782.The horizontal coordinates were established by autonomous hand held GPS
 DF9782.observations and have an estimated accuracy of +/- 10 meters.
 DF9782
 DF9782.The orthometric height was determined by differential leveling and
 DF9782.adjusted by the WI DEPT OF TRANSP
 DF9782.in May 2012.
 DF9782
 DF9782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9782.GEOID18 height accuracy estimate available here.
 DF9782
 DF9782.Click photographs - Photos may exist for this station.
 DF9782
 DF9782.The dynamic height is computed by dividing the NAVD 88
 DF9782.geopotential number by the normal gravity value computed on the
 DF9782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9782.degrees latitude (g = 980.6199 gals.).
 DF9782
 DF9782.The modeled gravity was interpolated from observed gravity values.
 DF9782
 DF9782;                    North         East    Units  Estimated Accuracy
 DF9782;SPC WI S     -    82,494.      643,961.      MT  (+/- 10 meters HH2 GPS)
 DF9782
 DF9782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9839035029(NAD 83)
 DF9782
 DF9782                          SUPERSEDED SURVEY CONTROL
 DF9782
 DF9782  NAVD 88 (04/20/07)  248.706  (m)          815.96   (f) SUPERSEDED  2 1
 DF9782  NAVD 88 (02/25/04)  248.685  (m)          815.89   (f) SUPERSEDED  2 1
 DF9782
 DF9782.Superseded values are not recommended for survey control.
 DF9782
 DF9782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9782.See file dsdata.pdf to determine how the superseded data were derived.
 DF9782
 DF9782_MARKER: DD = SURVEY DISK
 DF9782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9782_STAMPING: 1H25 2002
 DF9782_MARK LOGO: WIDT
 DF9782_PROJECTION: FLUSH
 DF9782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9782+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DF9782
 DF9782  HISTORY     - Date     Condition        Report By
 DF9782  HISTORY     - 2001     MONUMENTED       WIDT
 DF9782  HISTORY     - 20040413 GOOD             USPSQD
 DF9782  HISTORY     - 20070913 GOOD             WIDT
 DF9782
 DF9782                          STATION DESCRIPTION
 DF9782
 DF9782'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9782'THE STATION IS LOCATED ABOUT 21 KM NORTHEAST OF MONROE, 10 KM EAST OF
 DF9782'MONTICELLO, AND 4 KM NORTH-NORTHWEST OF ALBANY.  OWNERSHIP--GREEN
 DF9782'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59
 DF9782'WITH STATE HIGHWAY 104 ABOUT 5 KM EAST OF THE VILLAGE OF ALBANY, GO
 DF9782'WEST ON STATE HIGHWAY 59 FOR 5.4 KM TO COUNTY HIGHWAY E ON THE RIGHT,
 DF9782'TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY E FOR 1.9 KM TO COUNTY
 DF9782'HIGHWAY EE ON THE LEFT, TURN LEFT AND GO WEST ON COUNTY HIGHWAY EE
 DF9782'FOR 2.2 KM TO NORWEGIAN ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY
 DF9782'HIGHWAY EE FOR 0.9 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9782'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9782'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9782'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9782'STATION IS 9.1 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY EE, 0.3 KM
 DF9782'EAST OF COUNTY HIGHWAY X, 79 M WEST OF PRIVATE ENTRANCE --W2004--,
 DF9782'AND 2.7 M SOUTH OF A BARBED WIRE FENCE.  ---NOTE---THE STATION IS
 DF9782'EAST, SOUTH AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9782'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9782'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH
 DF9782'EXTENDING TO 60 DEGREES.
 DF9782
 DF9782                          STATION RECOVERY (2004)
 DF9782
 DF9782'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9782'RECOVERED IN GOOD CONDITION.
 DF9782
 DF9782                          STATION RECOVERY (2007)
 DF9782
 DF9782'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9782'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 59.5 M WEST OF A
 DF9782'--JCT COUNTY X-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9783 ***********************************************************************
 DF9783  DESIGNATION -  1H26
 DF9783  PID         -  DF9783
 DF9783  STATE/COUNTY-  WI/GREEN
 DF9783  COUNTRY     -  US
 DF9783  USGS QUAD   -  ALBANY (2018)
 DF9783
 DF9783                         *CURRENT SURVEY CONTROL
 DF9783  ______________________________________________________________________
 DF9783* NAD 83(1986) POSITION- 42 44 09.3    (N) 089 26 50.6    (W)   HD_HELD2
 DF9783* NAVD 88 ORTHO HEIGHT -   247.635 (meters)      812.45  (feet) ADJUSTED
 DF9783  ______________________________________________________________________
 DF9783  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 DF9783  DYNAMIC HEIGHT  -        247.562 (meters)      812.21  (feet) COMP
 DF9783  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 DF9783
 DF9783  VERT ORDER      -  SECOND    CLASS I
 DF9783
 DF9783.The horizontal coordinates were established by autonomous hand held GPS
 DF9783.observations and have an estimated accuracy of +/- 10 meters.
 DF9783
 DF9783.The orthometric height was determined by differential leveling and
 DF9783.adjusted by the WI DEPT OF TRANSP
 DF9783.in May 2012.
 DF9783
 DF9783.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9783.GEOID18 height accuracy estimate available here.
 DF9783
 DF9783.Click photographs - Photos may exist for this station.
 DF9783
 DF9783.The dynamic height is computed by dividing the NAVD 88
 DF9783.geopotential number by the normal gravity value computed on the
 DF9783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9783.degrees latitude (g = 980.6199 gals.).
 DF9783
 DF9783.The modeled gravity was interpolated from observed gravity values.
 DF9783
 DF9783;                    North         East    Units  Estimated Accuracy
 DF9783;SPC WI S     -    81,904.      645,253.      MT  (+/- 10 meters HH2 GPS)
 DF9783
 DF9783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9966034394(NAD 83)
 DF9783
 DF9783                          SUPERSEDED SURVEY CONTROL
 DF9783
 DF9783  NAVD 88 (04/20/07)  247.618  (m)          812.39   (f) SUPERSEDED  2 1
 DF9783  NAVD 88 (02/25/04)  247.598  (m)          812.33   (f) SUPERSEDED  2 1
 DF9783
 DF9783.Superseded values are not recommended for survey control.
 DF9783
 DF9783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9783.See file dsdata.pdf to determine how the superseded data were derived.
 DF9783
 DF9783_MARKER: DD = SURVEY DISK
 DF9783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9783_STAMPING: 1H26 2002
 DF9783_MARK LOGO: WIDT
 DF9783_PROJECTION: FLUSH
 DF9783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9783+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DF9783
 DF9783  HISTORY     - Date     Condition        Report By
 DF9783  HISTORY     - 2001     MONUMENTED       WIDT
 DF9783  HISTORY     - 20040413 GOOD             USPSQD
 DF9783  HISTORY     - 20070913 GOOD             WIDT
 DF9783
 DF9783                          STATION DESCRIPTION
 DF9783
 DF9783'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9783'THE STATION IS LOCATED ABOUT 22 KM NORTHEAST OF MONROE, 11 KM EAST OF
 DF9783'MONTICELLO, AND 3 KM NORTH OF ALBANY.  OWNERSHIP--GREEN COUNTY.  TO
 DF9783'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE
 DF9783'HIGHWAY 104 ABOUT 5 KM EAST OF THE VILLAGE OF ALBANY, GO WEST ON
 DF9783'STATE HIGHWAY 59 FOR 5.4 KM TO COUNTY HIGHWAY E ON THE RIGHT, TURN
 DF9783'RIGHT AND GO NORTH ON COUNTY HIGHWAY E FOR 1.9 KM TO COUNTY HIGHWAY
 DF9783'EE ON THE LEFT, TURN LEFT AND GO WEST ON COUNTY HIGHWAY EE FOR 1.1 KM
 DF9783'TO CONSERVATION ROAD ON THE LEFT, CONTINUE NORTH ON COUNTY HIGHWAY EE
 DF9783'FOR 0.2 KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE
 DF9783'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9783'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9783'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9783'STATION IS 7.3 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY EE, 42.3 M
 DF9783'NORTH OF THE TOP CENTER OF THE WEST END OF A 60-CM DIAMETER
 DF9783'CORRUGATED METAL CULVERT PIPE, 15.0 M SOUTH OF THE WOOD FOR A --LEFT
 DF9783'TURN 20 MPH-- SIGN, AND 2 M EAST OF A CULTIVATED FIELD.
 DF9783'---NOTE---THE STATION IS EAST, NORTH AND SOUTH OF THREE WHITE PLASTIC
 DF9783'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9783'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9783
 DF9783                          STATION RECOVERY (2004)
 DF9783
 DF9783'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9783'RECOVERED IN GOOD CONDITION.
 DF9783
 DF9783                          STATION RECOVERY (2007)
 DF9783
 DF9783'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9783'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 75.0 M (NOT 15.0
 DF9783'M) SOUTH OF A --LEFT CURVE AHEAD 20 MPH-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9784 ***********************************************************************
 DF9784  DESIGNATION -  1H27
 DF9784  PID         -  DF9784
 DF9784  STATE/COUNTY-  WI/GREEN
 DF9784  COUNTRY     -  US
 DF9784  USGS QUAD   -  ALBANY (2018)
 DF9784
 DF9784                         *CURRENT SURVEY CONTROL
 DF9784  ______________________________________________________________________
 DF9784* NAD 83(1986) POSITION- 42 44 04.3    (N) 089 25 56.6    (W)   HD_HELD2
 DF9784* NAVD 88 ORTHO HEIGHT -   249.390 (meters)      818.21  (feet) ADJUSTED
 DF9784  ______________________________________________________________________
 DF9784  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 DF9784  DYNAMIC HEIGHT  -        249.316 (meters)      817.96  (feet) COMP
 DF9784  MODELED GRAVITY -    980,317.6   (mgal)                       NAVD 88
 DF9784
 DF9784  VERT ORDER      -  SECOND    CLASS I
 DF9784
 DF9784.The horizontal coordinates were established by autonomous hand held GPS
 DF9784.observations and have an estimated accuracy of +/- 10 meters.
 DF9784
 DF9784.The orthometric height was determined by differential leveling and
 DF9784.adjusted by the WI DEPT OF TRANSP
 DF9784.in May 2012.
 DF9784
 DF9784.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9784.GEOID18 height accuracy estimate available here.
 DF9784
 DF9784.Click photographs - Photos may exist for this station.
 DF9784
 DF9784.The dynamic height is computed by dividing the NAVD 88
 DF9784.geopotential number by the normal gravity value computed on the
 DF9784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9784.degrees latitude (g = 980.6199 gals.).
 DF9784
 DF9784.The modeled gravity was interpolated from observed gravity values.
 DF9784
 DF9784;                    North         East    Units  Estimated Accuracy
 DF9784;SPC WI S     -    81,758.      646,482.      MT  (+/- 10 meters HH2 GPS)
 DF9784
 DF9784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0088334204(NAD 83)
 DF9784
 DF9784                          SUPERSEDED SURVEY CONTROL
 DF9784
 DF9784  NAVD 88 (04/20/07)  249.373  (m)          818.15   (f) SUPERSEDED  2 1
 DF9784  NAVD 88 (02/25/04)  249.353  (m)          818.09   (f) SUPERSEDED  2 1
 DF9784
 DF9784.Superseded values are not recommended for survey control.
 DF9784
 DF9784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9784.See file dsdata.pdf to determine how the superseded data were derived.
 DF9784
 DF9784_MARKER: DD = SURVEY DISK
 DF9784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9784_STAMPING: 1H27 2002
 DF9784_MARK LOGO: WIDT
 DF9784_PROJECTION: FLUSH
 DF9784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9784+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DF9784
 DF9784  HISTORY     - Date     Condition        Report By
 DF9784  HISTORY     - 2001     MONUMENTED       WIDT
 DF9784  HISTORY     - 20040413 GOOD             USPSQD
 DF9784  HISTORY     - 20070913 GOOD             WIDT
 DF9784
 DF9784                          STATION DESCRIPTION
 DF9784
 DF9784'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9784'THE STATION IS LOCATED ABOUT 22 KM NORTHEAST OF MONROE, 12 KM EAST OF
 DF9784'MONTICELLO, AND 2 KM NORTH OF ALBANY. OWNERSHIP--GREEN COUNTY.    TO
 DF9784'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE
 DF9784'HIGHWAY 104 ABOUT 5 KM EAST OF THE VILLAGE OF ALBANY, GO WEST ON
 DF9784'STATE HIGHWAY 59 FOR 5.4 KM TO COUNTY HIGHWAY E ON THE RIGHT, TURN
 DF9784'RIGHT AND GO NORTH ON COUNTY HIGHWAY E FOR 1.9 KM TO DUNPHY ROAD,
 DF9784'CONTINUE NORTH ON COUNTY HIGHWAY E FOR 0.1 KM TO THE STATION ON THE
 DF9784'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9784'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9784'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M, SET ON BEDROACK AND
 DF9784'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.    THE STATION IS 7.2 M EAST OF
 DF9784'THE CENTERLINE OF COUNTY HIGHWAY E, 117 M SOUTH OF THE EAST END OF
 DF9784'THE SOUTH ABUTMENT OF BRIDGE --B-23-27-62-- OVER ALLEN CREEK, AND
 DF9784'66.2 M NORTH OF THE CENTERLINE OF DUNPHY ROAD. ---NOTE---THE STATION
 DF9784'IS NORTHWEST AND SOUTHWEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9784'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 DF9784'THAN 10 DEGREES ABOVE THE HORIZON.
 DF9784
 DF9784                          STATION RECOVERY (2004)
 DF9784
 DF9784'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9784'RECOVERED IN GOOD CONDITION.
 DF9784
 DF9784                          STATION RECOVERY (2007)
 DF9784
 DF9784'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9784'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 16.9 M NORTH OF A
 DF9784'--COUNTY E-- WOOD SIGN POST.  ---NOTE--- VISIBLE OBSTRUCTIONS AT THIS
 DF9784'STATION ARE TREES IN THE EAST QUADRANTS EXTENDING TO 22 DEGREES ABOVE
 DF9784'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9785 ***********************************************************************
 DF9785  DESIGNATION -  1H28
 DF9785  PID         -  DF9785
 DF9785  STATE/COUNTY-  WI/GREEN
 DF9785  COUNTRY     -  US
 DF9785  USGS QUAD   -  ALBANY (2018)
 DF9785
 DF9785                         *CURRENT SURVEY CONTROL
 DF9785  ______________________________________________________________________
 DF9785* NAD 83(1986) POSITION- 42 44 02.9    (N) 089 24 17.7    (W)   HD_HELD2
 DF9785* NAVD 88 ORTHO HEIGHT -   252.373 (meters)      827.99  (feet) ADJUSTED
 DF9785  ______________________________________________________________________
 DF9785  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 DF9785  DYNAMIC HEIGHT  -        252.298 (meters)      827.75  (feet) COMP
 DF9785  MODELED GRAVITY -    980,317.0   (mgal)                       NAVD 88
 DF9785
 DF9785  VERT ORDER      -  SECOND    CLASS I
 DF9785
 DF9785.The horizontal coordinates were established by autonomous hand held GPS
 DF9785.observations and have an estimated accuracy of +/- 10 meters.
 DF9785
 DF9785.The orthometric height was determined by differential leveling and
 DF9785.adjusted by the WI DEPT OF TRANSP
 DF9785.in May 2012.
 DF9785
 DF9785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9785.GEOID18 height accuracy estimate available here.
 DF9785
 DF9785.Click photographs - Photos may exist for this station.
 DF9785
 DF9785.The dynamic height is computed by dividing the NAVD 88
 DF9785.geopotential number by the normal gravity value computed on the
 DF9785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9785.degrees latitude (g = 980.6199 gals.).
 DF9785
 DF9785.The modeled gravity was interpolated from observed gravity values.
 DF9785
 DF9785;                    North         East    Units  Estimated Accuracy
 DF9785;SPC WI S     -    81,731.      648,732.      MT  (+/- 10 meters HH2 GPS)
 DF9785
 DF9785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0313134096(NAD 83)
 DF9785
 DF9785                          SUPERSEDED SURVEY CONTROL
 DF9785
 DF9785  NAVD 88 (04/20/07)  252.355  (m)          827.93   (f) SUPERSEDED  2 1
 DF9785  NAVD 88 (02/25/04)  252.337  (m)          827.88   (f) SUPERSEDED  2 1
 DF9785
 DF9785.Superseded values are not recommended for survey control.
 DF9785
 DF9785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9785.See file dsdata.pdf to determine how the superseded data were derived.
 DF9785
 DF9785_MARKER: DD = SURVEY DISK
 DF9785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9785_STAMPING: 1H28 2002
 DF9785_MARK LOGO: WIDT
 DF9785_PROJECTION: FLUSH
 DF9785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9785+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DF9785
 DF9785  HISTORY     - Date     Condition        Report By
 DF9785  HISTORY     - 2001     MONUMENTED       WIDT
 DF9785  HISTORY     - 20040413 GOOD             USPSQD
 DF9785  HISTORY     - 20070913 GOOD             WIDT
 DF9785
 DF9785                          STATION DESCRIPTION
 DF9785
 DF9785'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9785'THE STATION IS LOCATED ABOUT 24 KM NORTHEAST OF MONROE, 15 KM EAST OF
 DF9785'MONTICELLO AND 4 KM NORTHEAST OF ALBANY.  OWNERSHIP--TOWN OF ALBANY.
 DF9785'TO REACH THE STATION FROM THE JUNCTION OFSTATE HIGHWAY 59 WITH STATE
 DF9785'HIGHWAY 104 ABOUT 5 KM EAST OF THE VILLIAGE OF ALBANY, GO WEST ON
 DF9785'STATE HIGHWAY 59 FOR 3.2 KM TO EDMUNDS ROAD ON THE RIGHT, TURN RIGHT
 DF9785'AND GO NORTH ON EDMUNDS ROAD FOR 1.6 KM TO DUNPHY ROAD, TURN RIGHT
 DF9785'AND GO EAST ON DUNPHY ROAD FOR 0.2 KM TO THE STATION ON THE RIGHT.
 DF9785'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9785'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9785'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9785'THE ROAD PAVEMENT.  THE STATION IS 4.8 M SOUTH OF THE CENTERLINE OF
 DF9785'DUNPHY ROAD, 2.9 KM WEST OF STATE HIGHWAY 59 AND STATE HIGHWAY 104,
 DF9785'AND 82 M EAST OF A 2-M DIAMETER CORRUGATED METAL CULVERT PIPE.
 DF9785'---NOTE---THE STATION IS WEST AND EAST OF TWO WHITE PLASTIC WITNESS
 DF9785'POSTS.   ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9785'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9785
 DF9785                          STATION RECOVERY (2004)
 DF9785
 DF9785'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9785'RECOVERED IN GOOD CONDITION.
 DF9785
 DF9785                          STATION RECOVERY (2007)
 DF9785
 DF9785'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9785'RECOVERED IN GOOD CONDTION.  ADD-- THE STATION IS 4.6 M
 DF9785'NORTH-NORTHEAST OF POWER POLE --3-9-14 7/26--.  ---NOTE--- THIS
 DF9785'STATION HAS NO VISIBLE OBSTRUCTIONS EXCEPT FOR A POWER POLE TO THE
 DF9785'SOUTH-SOUTHWEST EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9786 ***********************************************************************
 DF9786  DESIGNATION -  1H29
 DF9786  PID         -  DF9786
 DF9786  STATE/COUNTY-  WI/ROCK
 DF9786  COUNTRY     -  US
 DF9786  USGS QUAD   -  ORFORDVILLE (2018)
 DF9786
 DF9786                         *CURRENT SURVEY CONTROL
 DF9786  ______________________________________________________________________
 DF9786* NAD 83(1986) POSITION- 42 44 15.7    (N) 089 20 39.3    (W)   HD_HELD2
 DF9786* NAVD 88 ORTHO HEIGHT -   274.644 (meters)      901.06  (feet) ADJUSTED
 DF9786  ______________________________________________________________________
 DF9786  GEOID HEIGHT    -        -33.934 (meters)                     GEOID18
 DF9786  DYNAMIC HEIGHT  -        274.562 (meters)      900.79  (feet) COMP
 DF9786  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 DF9786
 DF9786  VERT ORDER      -  SECOND    CLASS I
 DF9786
 DF9786.The horizontal coordinates were established by autonomous hand held GPS
 DF9786.observations and have an estimated accuracy of +/- 10 meters.
 DF9786
 DF9786.The orthometric height was determined by differential leveling and
 DF9786.adjusted by the WI DEPT OF TRANSP
 DF9786.in May 2012.
 DF9786
 DF9786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9786.GEOID18 height accuracy estimate available here.
 DF9786
 DF9786.Click photographs - Photos may exist for this station.
 DF9786
 DF9786.The dynamic height is computed by dividing the NAVD 88
 DF9786.geopotential number by the normal gravity value computed on the
 DF9786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9786.degrees latitude (g = 980.6199 gals.).
 DF9786
 DF9786.The modeled gravity was interpolated from observed gravity values.
 DF9786
 DF9786;                    North         East    Units  Estimated Accuracy
 DF9786;SPC WI S     -    82,163.      653,697.      MT  (+/- 10 meters HH2 GPS)
 DF9786
 DF9786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0810834351(NAD 83)
 DF9786
 DF9786                          SUPERSEDED SURVEY CONTROL
 DF9786
 DF9786  NAVD 88 (04/20/07)  274.626  (m)          901.00   (f) SUPERSEDED  2 1
 DF9786  NAVD 88 (02/25/04)  274.608  (m)          900.94   (f) SUPERSEDED  2 1
 DF9786
 DF9786.Superseded values are not recommended for survey control.
 DF9786
 DF9786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9786.See file dsdata.pdf to determine how the superseded data were derived.
 DF9786
 DF9786_MARKER: DD = SURVEY DISK
 DF9786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9786_STAMPING: 1H29 2002
 DF9786_MARK LOGO: WIDT
 DF9786_PROJECTION: FLUSH
 DF9786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9786+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 DF9786
 DF9786  HISTORY     - Date     Condition        Report By
 DF9786  HISTORY     - 2001     MONUMENTED       WIDT
 DF9786  HISTORY     - 20040411 GOOD             USPSQD
 DF9786  HISTORY     - 20061022 GOOD             USPSQD
 DF9786
 DF9786                          STATION DESCRIPTION
 DF9786
 DF9786'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9786'THE STATION IS LOCATED 27 KM WEST-NORTHWEST OF JANESVILLE, 12 KM
 DF9786'NORTH-NORTHWEST OF BRODHEAD, AND 6 KM SOUTHWEST OF EVANSVILLE.    TO
 DF9786'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE
 DF9786'HIGHWAY 213 ABOUT 5 KM SOUTH OF THE CITY OF EVANSVILLE, GO WEST ON
 DF9786'STATE HIGHWAY 59 FOR 3.1 KM TO MICHAEL ROAD ON THE LEFT, CONTINUE
 DF9786'WEST ON STATE HIGHWAY 59 FOR 0.7 KM TO THE STATION ON THE LEFT.  THE
 DF9786'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9786'SURVEY CONTROL DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9786'SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M ABOVE THE HIGHWAY PAVEMENT.
 DF9786'THE STATION IS 8.6 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 59, 0.1
 DF9786'KM EAST OF PRIVATE ENTRANCE --17432--, 51 M WEST OF A FIELD ENTRANCE,
 DF9786'24.4 M SOUTH-SOUTHWEST OF A POWER POLE, AND 1 M NORTH OF A CULTIVATED
 DF9786'FIELD. ---NOTE---THE STATION IS EAST, WEST AND SOUTH OF THREE WHITE
 DF9786'PLASTIC WITNESS POSTS. ---NOTE2---THE STATION HAS NO VISIBLE
 DF9786'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9786
 DF9786                          STATION RECOVERY (2004)
 DF9786
 DF9786'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9786'RECOVERED IN GOOD CONDITION.
 DF9786
 DF9786                          STATION RECOVERY (2006)
 DF9786
 DF9786'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9786'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9787 ***********************************************************************
 DF9787  DESIGNATION -  1H30
 DF9787  PID         -  DF9787
 DF9787  STATE/COUNTY-  WI/ROCK
 DF9787  COUNTRY     -  US
 DF9787  USGS QUAD   -  ORFORDVILLE (2018)
 DF9787
 DF9787                         *CURRENT SURVEY CONTROL
 DF9787  ______________________________________________________________________
 DF9787* NAD 83(1986) POSITION- 42 44 16.3    (N) 089 19 04.4    (W)   HD_HELD2
 DF9787* NAVD 88 ORTHO HEIGHT -   274.375 (meters)      900.18  (feet) ADJUSTED
 DF9787  ______________________________________________________________________
 DF9787  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 DF9787  DYNAMIC HEIGHT  -        274.294 (meters)      899.91  (feet) COMP
 DF9787  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 DF9787
 DF9787  VERT ORDER      -  SECOND    CLASS I
 DF9787
 DF9787.The horizontal coordinates were established by autonomous hand held GPS
 DF9787.observations and have an estimated accuracy of +/- 10 meters.
 DF9787
 DF9787.The orthometric height was determined by differential leveling and
 DF9787.adjusted by the WI DEPT OF TRANSP
 DF9787.in May 2012.
 DF9787
 DF9787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9787.GEOID18 height accuracy estimate available here.
 DF9787
 DF9787.Click photographs - Photos may exist for this station.
 DF9787
 DF9787.The dynamic height is computed by dividing the NAVD 88
 DF9787.geopotential number by the normal gravity value computed on the
 DF9787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9787.degrees latitude (g = 980.6199 gals.).
 DF9787
 DF9787.The modeled gravity was interpolated from observed gravity values.
 DF9787
 DF9787;                    North         East    Units  Estimated Accuracy
 DF9787;SPC WI S     -    82,199.      655,855.      MT  (+/- 10 meters HH2 GPS)
 DF9787
 DF9787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1026734310(NAD 83)
 DF9787
 DF9787                          SUPERSEDED SURVEY CONTROL
 DF9787
 DF9787  NAVD 88 (04/20/07)  274.357  (m)          900.12   (f) SUPERSEDED  2 1
 DF9787  NAVD 88 (02/25/04)  274.340  (m)          900.06   (f) SUPERSEDED  2 1
 DF9787
 DF9787.Superseded values are not recommended for survey control.
 DF9787
 DF9787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9787.See file dsdata.pdf to determine how the superseded data were derived.
 DF9787
 DF9787_MARKER: DD = SURVEY DISK
 DF9787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9787_STAMPING: 1H30 2002
 DF9787_MARK LOGO: WIDT
 DF9787_PROJECTION: FLUSH
 DF9787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9787+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DF9787
 DF9787  HISTORY     - Date     Condition        Report By
 DF9787  HISTORY     - 2001     MONUMENTED       WIDT
 DF9787  HISTORY     - 20040411 GOOD             USPSQD
 DF9787  HISTORY     - 20061022 GOOD             USPSQD
 DF9787  HISTORY     - 20070808 GOOD             WIDT
 DF9787
 DF9787                          STATION DESCRIPTION
 DF9787
 DF9787'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9787'THE STATION IS LOCATED ABOUT 24 KM WEST-NORTHWEST OF JANESVILLE, 13
 DF9787'KM NORTHWEST OF ORFORDVILLE, AND 5 KM SOUTHWEST OF EVANSVILLE.
 DF9787'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9787'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 213
 DF9787'ABOUT 5 KM SOUTH OF THE CITY OF EVANSVILLE, GO WEST ON STATE HIGHWAY
 DF9787'59 FOR 1.7 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9787'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9787'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9787'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9787'STATION IS 7.5 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 59, 0.4 KM
 DF9787'EAST OF NORTH OLD 92, 80 M WEST OF PRIVATE ENTRANCE --15926--, 63 M
 DF9787'WEST OF A 65-CM DIAMETER CORRUGATED METAL CULVERT PIPE, 31.2 M
 DF9787'NORTHEAST OF A POWER POLE, 28.4 M NORTHWEST OF A POWER POLE, AND 0.7
 DF9787'M SOUTH OF A WOVEN WIRE FENCE.    ---NOTE---THE STATION IS EAST, WEST
 DF9787'AND SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THE
 DF9787'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9787'ABOVE THE HORIZON.
 DF9787
 DF9787                          STATION RECOVERY (2004)
 DF9787
 DF9787'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9787'RECOVERED IN GOOD CONDITION.
 DF9787
 DF9787                          STATION RECOVERY (2006)
 DF9787
 DF9787'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9787'RECOVERED IN GOOD CONDITION.
 DF9787
 DF9787                          STATION RECOVERY (2007)
 DF9787
 DF9787'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9787'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9787'STATION ARE TREES TO THE EAST AND WEST EXTENDING TO 45 DEGREES ABOVE
 DF9787'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9788 ***********************************************************************
 DF9788  DESIGNATION -  1H31
 DF9788  PID         -  DF9788
 DF9788  STATE/COUNTY-  WI/ROCK
 DF9788  COUNTRY     -  US
 DF9788  USGS QUAD   -  ORFORDVILLE (2018)
 DF9788
 DF9788                         *CURRENT SURVEY CONTROL
 DF9788  ______________________________________________________________________
 DF9788* NAD 83(1986) POSITION- 42 44 34.0    (N) 089 17 55.5    (W)   HD_HELD2
 DF9788* NAVD 88 ORTHO HEIGHT -   268.491 (meters)      880.87  (feet) ADJUSTED
 DF9788  ______________________________________________________________________
 DF9788  GEOID HEIGHT    -        -33.956 (meters)                     GEOID18
 DF9788  DYNAMIC HEIGHT  -        268.412 (meters)      880.62  (feet) COMP
 DF9788  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 DF9788
 DF9788  VERT ORDER      -  SECOND    CLASS I
 DF9788
 DF9788.The horizontal coordinates were established by autonomous hand held GPS
 DF9788.observations and have an estimated accuracy of +/- 10 meters.
 DF9788
 DF9788.The orthometric height was determined by differential leveling and
 DF9788.adjusted by the WI DEPT OF TRANSP
 DF9788.in May 2012.
 DF9788
 DF9788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9788.GEOID18 height accuracy estimate available here.
 DF9788
 DF9788.Click photographs - Photos may exist for this station.
 DF9788
 DF9788.The dynamic height is computed by dividing the NAVD 88
 DF9788.geopotential number by the normal gravity value computed on the
 DF9788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9788.degrees latitude (g = 980.6199 gals.).
 DF9788
 DF9788.The modeled gravity was interpolated from observed gravity values.
 DF9788
 DF9788;                    North         East    Units  Estimated Accuracy
 DF9788;SPC WI S     -    82,758.      657,418.      MT  (+/- 10 meters HH2 GPS)
 DF9788
 DF9788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1184834813(NAD 83)
 DF9788
 DF9788                          SUPERSEDED SURVEY CONTROL
 DF9788
 DF9788  NAVD 88 (04/20/07)  268.473  (m)          880.82   (f) SUPERSEDED  2 1
 DF9788  NAVD 88 (02/25/04)  268.456  (m)          880.76   (f) SUPERSEDED  2 1
 DF9788
 DF9788.Superseded values are not recommended for survey control.
 DF9788
 DF9788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9788.See file dsdata.pdf to determine how the superseded data were derived.
 DF9788
 DF9788_MARKER: DD = SURVEY DISK
 DF9788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9788_STAMPING: 1H31 2002
 DF9788_MARK LOGO: WIDT
 DF9788_PROJECTION: FLUSH
 DF9788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9788+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DF9788
 DF9788  HISTORY     - Date     Condition        Report By
 DF9788  HISTORY     - 2001     MONUMENTED       WIDT
 DF9788  HISTORY     - 20040411 GOOD             USPSQD
 DF9788  HISTORY     - 20061022 GOOD             USPSQD
 DF9788  HISTORY     - 20070808 GOOD             WIDT
 DF9788
 DF9788                          STATION DESCRIPTION
 DF9788
 DF9788'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9788'THE STATION IS LOCATED ABOUT 22 KM WEST-NORTHWEST OF JANESVILLE, 14
 DF9788'KM NORTH-NORTHEAST OF BRODHEAD, AND 4 KM SOUTH OF EVANSVILLE.
 DF9788'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9788'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 213,
 DF9788'ABOUT 5 KM SOUTH OF THE CITY OF EVANSVILLE, GO NORTH ON STATE HIGHWAY
 DF9788'59 FOR 0.6 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9788'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9788'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9788'A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE
 DF9788'STATION IS 11.9 M EAST OF THE CENTERLINE OF STATE HIGHWAY 59, 94 M
 DF9788'NORTH OF AN 80-CM DIAMETER CORRUGATED METAL CULVERT PIPE, 53 M
 DF9788'NORTHEAST OF A TELEPHONE PEDESTAL, 2 M WEST OF A CULTIVATED FIELD,
 DF9788'AND 1.0 M WEST OF A BARBED WIRE FENCE.    ---NOTE---THE STATION IS
 DF9788'NORTH, SOUTH AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9788'---NOTE2---THIS STATION HAS NO OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF9788'DEGREES ABOVE THE HORIZON.
 DF9788
 DF9788                          STATION RECOVERY (2004)
 DF9788
 DF9788'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9788'RECOVERED IN GOOD CONDITION.
 DF9788
 DF9788                          STATION RECOVERY (2006)
 DF9788
 DF9788'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9788'RECOVERED IN GOOD CONDITION.
 DF9788
 DF9788                          STATION RECOVERY (2007)
 DF9788
 DF9788'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9788'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14.0 M NORTH OF A
 DF9788'WOOD FENCE POST WITH A METAL BRACE.  NOTE-- THERE IS ONE SMALL TREE TO
 DF9788'THE SOUTHEAST EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9762 ***********************************************************************
 DF9762  DESIGNATION -  1H45
 DF9762  PID         -  DF9762
 DF9762  STATE/COUNTY-  WI/DANE
 DF9762  COUNTRY     -  US
 DF9762  USGS QUAD   -  VERONA (2018)
 DF9762
 DF9762                         *CURRENT SURVEY CONTROL
 DF9762  ______________________________________________________________________
 DF9762* NAD 83(1986) POSITION- 42 54 32.7    (N) 089 35 47.5    (W)   HD_HELD2
 DF9762* NAVD 88 ORTHO HEIGHT -   282.213 (meters)      925.89  (feet) ADJUSTED
 DF9762  ______________________________________________________________________
 DF9762  GEOID HEIGHT    -        -33.992 (meters)                     GEOID18
 DF9762  DYNAMIC HEIGHT  -        282.132 (meters)      925.63  (feet) COMP
 DF9762  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 DF9762
 DF9762  VERT ORDER      -  SECOND    CLASS I
 DF9762
 DF9762.The horizontal coordinates were established by autonomous hand held GPS
 DF9762.observations and have an estimated accuracy of +/- 10 meters.
 DF9762
 DF9762.The orthometric height was determined by differential leveling and
 DF9762.adjusted by the WI DEPT OF TRANSP
 DF9762.in May 2012.
 DF9762
 DF9762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9762.GEOID18 height accuracy estimate available here.
 DF9762
 DF9762.Click photographs - Photos may exist for this station.
 DF9762
 DF9762.The dynamic height is computed by dividing the NAVD 88
 DF9762.geopotential number by the normal gravity value computed on the
 DF9762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9762.degrees latitude (g = 980.6199 gals.).
 DF9762
 DF9762.The modeled gravity was interpolated from observed gravity values.
 DF9762
 DF9762;                    North         East    Units  Estimated Accuracy
 DF9762;SPC WI S     -   101,071.      632,947.      MT  (+/- 10 meters HH2 GPS)
 DF9762
 DF9762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8804453989(NAD 83)
 DF9762
 DF9762                          SUPERSEDED SURVEY CONTROL
 DF9762
 DF9762  NAVD 88 (04/20/07)  282.196  (m)          925.84   (f) SUPERSEDED  2 1
 DF9762  NAVD 88 (02/25/04)  282.159  (m)          925.72   (f) SUPERSEDED  2 1
 DF9762
 DF9762.Superseded values are not recommended for survey control.
 DF9762
 DF9762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9762.See file dsdata.pdf to determine how the superseded data were derived.
 DF9762
 DF9762_MARKER: DD = SURVEY DISK
 DF9762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9762_STAMPING: 1H45 2002
 DF9762_MARK LOGO: WIDT
 DF9762_PROJECTION: FLUSH
 DF9762_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9762+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2012
 DF9762
 DF9762  HISTORY     - Date     Condition        Report By
 DF9762  HISTORY     - 2001     MONUMENTED       WIDT
 DF9762  HISTORY     - 20061029 GOOD             USPSQD
 DF9762  HISTORY     - 20070424 GOOD             WIDT
 DF9762  HISTORY     - 20120703 GOOD             WIDT
 DF9762
 DF9762                          STATION DESCRIPTION
 DF9762
 DF9762'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9762'THE STATION IS LOCATED ABOUT 17 KM WEST OF OREGON, 12 KM SOUTHWEST OF
 DF9762'FITCHBURG, AND 10 KM SOUTHWEST OF OREGON. OWNERSHIP--DANE COUNTY.  TO
 DF9762'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69 WITH STATE
 DF9762'HIGHWAY 92 ABOUT 5 KM WEST OF THE VILLAGE OF BELLEVILLE, GO NORTHWEST
 DF9762'ON STATE HIGHWAY 92 FOR 6.2 KM TO COUNTY HIGHWAY A ON THE RIGHT, TURN
 DF9762'RIGHT AND GO EAST ON COUNTY HIGHWAY A FOR 2.2 KM TO THE STATION ON
 DF9762'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9762'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9762'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.5 M, SET ON
 DF9762'BEDROCK AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DF9762'10.2 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY A, 36.7 M WEST
 DF9762'NORTHWEST OF POWER POLE --WPL 5-8-18 17/28--, 34.4 M EAST SOUTHEAST
 DF9762'OF A WOOD POST FOR A --CURVE LEFT-- SIGN, AND 16 M NORTH OF A
 DF9762'CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, EAST AND WEST OF
 DF9762'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9762'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9762'HORIZON.
 DF9762
 DF9762                          STATION RECOVERY (2006)
 DF9762
 DF9762'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9762'ONLY TWO WHITE POSTS
 DF9762
 DF9762                          STATION RECOVERY (2007)
 DF9762
 DF9762'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9762'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.21 MILE WEST OF
 DF9762'FRITZ ROAD.
 DF9762
 DF9762                          STATION RECOVERY (2012)
 DF9762
 DF9762'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9762'RECOVERED AS DESCRIBED---NOTE---THE STATION HAS POWERLINES OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9763 ***********************************************************************
 DF9763  DESIGNATION -  1H46
 DF9763  PID         -  DF9763
 DF9763  STATE/COUNTY-  WI/DANE
 DF9763  COUNTRY     -  US
 DF9763  USGS QUAD   -  VERONA (2018)
 DF9763
 DF9763                         *CURRENT SURVEY CONTROL
 DF9763  ______________________________________________________________________
 DF9763* NAD 83(1986) POSITION- 42 54 29.2    (N) 089 34 12.2    (W)   HD_HELD2
 DF9763* NAVD 88 ORTHO HEIGHT -   290.969 (meters)      954.62  (feet) ADJUSTED
 DF9763  ______________________________________________________________________
 DF9763  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 DF9763  DYNAMIC HEIGHT  -        290.886 (meters)      954.35  (feet) COMP
 DF9763  MODELED GRAVITY -    980,328.1   (mgal)                       NAVD 88
 DF9763
 DF9763  VERT ORDER      -  SECOND    CLASS I
 DF9763
 DF9763.The horizontal coordinates were established by autonomous hand held GPS
 DF9763.observations and have an estimated accuracy of +/- 10 meters.
 DF9763
 DF9763.The orthometric height was determined by differential leveling and
 DF9763.adjusted by the WI DEPT OF TRANSP
 DF9763.in May 2012.
 DF9763
 DF9763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9763.GEOID18 height accuracy estimate available here.
 DF9763
 DF9763.Click photographs - Photos may exist for this station.
 DF9763
 DF9763.The dynamic height is computed by dividing the NAVD 88
 DF9763.geopotential number by the normal gravity value computed on the
 DF9763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9763.degrees latitude (g = 980.6199 gals.).
 DF9763
 DF9763.The modeled gravity was interpolated from observed gravity values.
 DF9763
 DF9763;                    North         East    Units  Estimated Accuracy
 DF9763;SPC WI S     -   100,973.      635,109.      MT  (+/- 10 meters HH2 GPS)
 DF9763
 DF9763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9020153815(NAD 83)
 DF9763
 DF9763                          SUPERSEDED SURVEY CONTROL
 DF9763
 DF9763  NAVD 88 (04/20/07)  290.952  (m)          954.57   (f) SUPERSEDED  2 1
 DF9763  NAVD 88 (02/25/04)  290.914  (m)          954.44   (f) SUPERSEDED  2 1
 DF9763
 DF9763.Superseded values are not recommended for survey control.
 DF9763
 DF9763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9763.See file dsdata.pdf to determine how the superseded data were derived.
 DF9763
 DF9763_MARKER: DD = SURVEY DISK
 DF9763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9763_STAMPING: 1H46 2002
 DF9763_MARK LOGO: WIDT
 DF9763_PROJECTION: FLUSH
 DF9763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9763+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2007
 DF9763
 DF9763  HISTORY     - Date     Condition        Report By
 DF9763  HISTORY     - 2001     MONUMENTED       WIDT
 DF9763  HISTORY     - 20061029 GOOD             USPSQD
 DF9763  HISTORY     - 20070424 GOOD             WIDT
 DF9763
 DF9763                          STATION DESCRIPTION
 DF9763
 DF9763'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9763'THE STATION IS LOCATED ABOUT 18 KM SOUTHEAST OF MT HOREB, 15 KM WEST
 DF9763'OF OREGON AND 10 KM SOUTH SOUTHWEST OF VERONA. OWNERSHIP--DANE
 DF9763'COUNTY. TO REACH THE STATION FROM THE WESTERN JUNCTION OF STATE
 DF9763'HIGHWAY 69 WITH STATE HIGHWAY 92, ABOUT 5 KM WEST OF THE VILLAGE OF
 DF9763'BELLEVILLE, GO NORTH ON STATE HIGHWAY 92 FOR 6.2 KM TO COUNTY HIGHWAY
 DF9763'A ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST ON COUNTY HIGHWAY A FOR
 DF9763'2.6 KM TO FRITZ ROAD, CONTINUE SOUTHEAST ON COUNTY HIGHWAY A FOR 1.8
 DF9763'KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DF9763'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9763'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.0 M,
 DF9763'SET ON BEDROCK AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9763'STATION IS 8.4 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY A, 49.8 M
 DF9763'EAST-SOUTHEAST OF A METAL POST FOR A--RIGHT OF WAY--SIGN, 27.5 M
 DF9763'SOUTHWEST OF AN ORANGE FIBERGLASS WITNESS POST FOR A --SURVEY MARKER
 DF9763'NEARBY-- SIGN, AND 7.0 M SOUTH OF A WOVEN WIRE FENCE. ---NOTE---THE
 DF9763'STATION IS SOUTH, EAST AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9763'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9763'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9763
 DF9763                          STATION RECOVERY (2006)
 DF9763
 DF9763'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9763'TWO WHITE POSTS AND ONE YELLOW POST
 DF9763
 DF9763                          STATION RECOVERY (2007)
 DF9763
 DF9763'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9763'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.11 MILE WEST OF
 DF9763'CATE ROAD AND 46.0 M NORTHEAST OF AN --INTERSECTION AHEAD-- WOOD SIGN
 DF9763'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9764 ***********************************************************************
 DF9764  DESIGNATION -  1H47
 DF9764  PID         -  DF9764
 DF9764  STATE/COUNTY-  WI/DANE
 DF9764  COUNTRY     -  US
 DF9764  USGS QUAD   -  VERONA (2018)
 DF9764
 DF9764                         *CURRENT SURVEY CONTROL
 DF9764  ______________________________________________________________________
 DF9764* NAD 83(1986) POSITION- 42 54 08.1    (N) 089 32 50.5    (W)   HD_HELD2
 DF9764* NAVD 88 ORTHO HEIGHT -   269.894 (meters)      885.48  (feet) ADJUSTED
 DF9764  ______________________________________________________________________
 DF9764  GEOID HEIGHT    -        -34.007 (meters)                     GEOID18
 DF9764  DYNAMIC HEIGHT  -        269.817 (meters)      885.22  (feet) COMP
 DF9764  MODELED GRAVITY -    980,331.0   (mgal)                       NAVD 88
 DF9764
 DF9764  VERT ORDER      -  SECOND    CLASS I
 DF9764
 DF9764.The horizontal coordinates were established by autonomous hand held GPS
 DF9764.observations and have an estimated accuracy of +/- 10 meters.
 DF9764
 DF9764.The orthometric height was determined by differential leveling and
 DF9764.adjusted by the WI DEPT OF TRANSP
 DF9764.in May 2012.
 DF9764
 DF9764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9764.GEOID18 height accuracy estimate available here.
 DF9764
 DF9764.Click photographs - Photos may exist for this station.
 DF9764
 DF9764.The dynamic height is computed by dividing the NAVD 88
 DF9764.geopotential number by the normal gravity value computed on the
 DF9764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9764.degrees latitude (g = 980.6199 gals.).
 DF9764
 DF9764.The modeled gravity was interpolated from observed gravity values.
 DF9764
 DF9764;                    North         East    Units  Estimated Accuracy
 DF9764;SPC WI S     -   100,332.      636,966.      MT  (+/- 10 meters HH2 GPS)
 DF9764
 DF9764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9203453108(NAD 83)
 DF9764
 DF9764                          SUPERSEDED SURVEY CONTROL
 DF9764
 DF9764  NAVD 88 (04/20/07)  269.877  (m)          885.42   (f) SUPERSEDED  2 1
 DF9764  NAVD 88 (02/25/04)  269.839  (m)          885.30   (f) SUPERSEDED  2 1
 DF9764
 DF9764.Superseded values are not recommended for survey control.
 DF9764
 DF9764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9764.See file dsdata.pdf to determine how the superseded data were derived.
 DF9764
 DF9764_MARKER: DD = SURVEY DISK
 DF9764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9764_STAMPING: 1H47 2002
 DF9764_MARK LOGO: WIDT
 DF9764_PROJECTION: FLUSH
 DF9764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9764+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9764
 DF9764  HISTORY     - Date     Condition        Report By
 DF9764  HISTORY     - 2001     MONUMENTED       WIDT
 DF9764  HISTORY     - 20061029 GOOD             USPSQD
 DF9764  HISTORY     - 20070424 GOOD             WIDT
 DF9764  HISTORY     - 20120702 GOOD             WIDT
 DF9764
 DF9764                          STATION DESCRIPTION
 DF9764
 DF9764'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9764'THE STATION IS LOCATED ABOUT 13 KM WEST-SOUTHWEST OF OREGON, 10 KM
 DF9764'SOUTH OF VERONA AND 5 KM NORTH OF BELLEVILLE. OWNERSHIP--DANE COUNTY.
 DF9764'TO REACH THE STATION FROM THE WESTERN JUNCTION OF STATE HIGHWAY 69
 DF9764'WITH STATE HIGHWAY 92 ABOUT 5 KM WEST OF THE VILLAGE OF BELLEVILLE,
 DF9764'GO NORTH ON STATE HIGHWAY 92 FOR 6.2 KM TO COUNTY HIGHWAY A ON THE
 DF9764'RIGHT, TURN RIGHT AND GO SOUTHEAST ON COUNTY HIGHWAY A FOR 5.4 KM TO
 DF9764'OBSERVATORY ROAD ON THE LEFT, CONTINUE SOUTHEAST ON COUNTY HIGHWAY A
 DF9764'FOR 1.0 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9764'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9764'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND
 DF9764'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 7.6 M
 DF9764'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY A, 43.8 M EAST OF
 DF9764'POWER POLE --WPL 5-8-16 39/5--, 36.1 M WEST OF POWER POLE --WPL
 DF9764'5-8-16 41/4--, AND 2 M SOUTH-SOUTHWEST OF A CULTIVATED FIELD.
 DF9764'---NOTE---THE STATION IS SOUTH-SOUTHWEST, WEST-SOUTHWEST AND
 DF9764'EAST-SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9764'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9764'ABOVE THE HORIZON.
 DF9764
 DF9764                          STATION RECOVERY (2006)
 DF9764
 DF9764'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9764'ONLY ONE WHITE POST
 DF9764
 DF9764                          STATION RECOVERY (2007)
 DF9764
 DF9764'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9764'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.50 MILE WEST OF
 DF9764'COUNTY HIGHWAY PB AND 32.0 M NORTHWEST OF A --LEFT CURVE AHEAD-- WOOD
 DF9764'SIGN POST.  NOTE-- THE STATION IS NOW 0.9 M SOUTH OF A CULTIVATED
 DF9764'FIELD.
 DF9764
 DF9764                          STATION RECOVERY (2012)
 DF9764
 DF9764'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9764'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9765 ***********************************************************************
 DF9765  DESIGNATION -  1H48
 DF9765  PID         -  DF9765
 DF9765  STATE/COUNTY-  WI/DANE
 DF9765  COUNTRY     -  US
 DF9765  USGS QUAD   -  VERONA (2018)
 DF9765
 DF9765                         *CURRENT SURVEY CONTROL
 DF9765  ______________________________________________________________________
 DF9765* NAD 83(1986) POSITION- 42 54 00.7    (N) 089 31 10.9    (W)   HD_HELD2
 DF9765* NAVD 88 ORTHO HEIGHT -   270.382 (meters)      887.08  (feet) ADJUSTED
 DF9765  ______________________________________________________________________
 DF9765  GEOID HEIGHT    -        -34.018 (meters)                     GEOID18
 DF9765  DYNAMIC HEIGHT  -        270.306 (meters)      886.83  (feet) COMP
 DF9765  MODELED GRAVITY -    980,332.4   (mgal)                       NAVD 88
 DF9765
 DF9765  VERT ORDER      -  SECOND    CLASS I
 DF9765
 DF9765.The horizontal coordinates were established by autonomous hand held GPS
 DF9765.observations and have an estimated accuracy of +/- 10 meters.
 DF9765
 DF9765.The orthometric height was determined by differential leveling and
 DF9765.adjusted by the WI DEPT OF TRANSP
 DF9765.in May 2012.
 DF9765
 DF9765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9765.GEOID18 height accuracy estimate available here.
 DF9765
 DF9765.Click photographs - Photos may exist for this station.
 DF9765
 DF9765.The dynamic height is computed by dividing the NAVD 88
 DF9765.geopotential number by the normal gravity value computed on the
 DF9765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9765.degrees latitude (g = 980.6199 gals.).
 DF9765
 DF9765.The modeled gravity was interpolated from observed gravity values.
 DF9765
 DF9765;                    North         East    Units  Estimated Accuracy
 DF9765;SPC WI S     -   100,116.      639,227.      MT  (+/- 10 meters HH2 GPS)
 DF9765
 DF9765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9428652811(NAD 83)
 DF9765
 DF9765                          SUPERSEDED SURVEY CONTROL
 DF9765
 DF9765  NAVD 88 (04/20/07)  270.365  (m)          887.02   (f) SUPERSEDED  2 1
 DF9765  NAVD 88 (02/25/04)  270.326  (m)          886.89   (f) SUPERSEDED  2 1
 DF9765
 DF9765.Superseded values are not recommended for survey control.
 DF9765
 DF9765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9765.See file dsdata.pdf to determine how the superseded data were derived.
 DF9765
 DF9765_MARKER: DD = SURVEY DISK
 DF9765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9765_STAMPING: 1H48 2002
 DF9765_MARK LOGO: WIDT
 DF9765_PROJECTION: FLUSH
 DF9765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9765+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2012
 DF9765
 DF9765  HISTORY     - Date     Condition        Report By
 DF9765  HISTORY     - 2001     MONUMENTED       WIDT
 DF9765  HISTORY     - 20061029 GOOD             USPSQD
 DF9765  HISTORY     - 20070424 GOOD             WIDT
 DF9765  HISTORY     - 20120703 GOOD             WIDT
 DF9765
 DF9765                          STATION DESCRIPTION
 DF9765
 DF9765'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9765'THE STATION IS LOCATED ABOUT 11 KM WEST SOUTHWEST OF OREGON, 10 KM
 DF9765'SOUTH OF VERONA AND 8 KM SOUTHWEST OF FITCHBURG. OWNERSHIP--DANE
 DF9765'COUNTY. TO REACH THE STATION FROM THE WESTERN JUNCTION OF STATE
 DF9765'HIGHWAY 69 WITH STATE HIGHWAY 92 ABOUT 5 KM WEST OF THE VILLAGE OF
 DF9765'BELLEVILLE, GO NORTH ON STATE HIGHWAY 92 FOR 6.2 KM T COUNTY HIGHWAY
 DF9765'A ON THE RIGHT, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY A FOR 7.2 KM
 DF9765'TO COUNTY HIGHWAY PB, CONTINUE EAST ON COUNTY HIGHWAY A FOR 1.4 KM TO
 DF9765'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9765'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9765'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9765'ABOUT AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 8.9 M
 DF9765'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY A, 61 M WEST OF THE
 DF9765'WESTERNMOST WOOD POST FOR A --SUGAR RIVER PRAIRIE DANE COUNTY NATURAL
 DF9765'HISTORY MARKER SYSTEM-- SIGN, 17.7 M SOUTH OF A POWER POLE, AND 2 M
 DF9765'NORTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, EAST
 DF9765'AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.    ---NOTE2---THIS
 DF9765'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9765'ABOVE THE HORIZON.
 DF9765
 DF9765                          STATION RECOVERY (2006)
 DF9765
 DF9765'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9765'RECOVERED IN GOOD CONDITION.
 DF9765
 DF9765                          STATION RECOVERY (2007)
 DF9765
 DF9765'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9765'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.07 MILE WEST OF
 DF9765'STATE HIGHWAY 69.
 DF9765
 DF9765                          STATION RECOVERY (2012)
 DF9765
 DF9765'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9765'RECOVERED AS DESCRIBED---NOTE---THE STATION HAS POWERLINES OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9767 ***********************************************************************
 DF9767  DESIGNATION -  1H49
 DF9767  PID         -  DF9767
 DF9767  STATE/COUNTY-  WI/DANE
 DF9767  COUNTRY     -  US
 DF9767  USGS QUAD   -  OREGON (2018)
 DF9767
 DF9767                         *CURRENT SURVEY CONTROL
 DF9767  ______________________________________________________________________
 DF9767* NAD 83(1986) POSITION- 42 56 36.4    (N) 089 28 27.0    (W)   HD_HELD2
 DF9767* NAVD 88 ORTHO HEIGHT -   298.579 (meters)      979.59  (feet) ADJUSTED
 DF9767  ______________________________________________________________________
 DF9767  GEOID HEIGHT    -        -34.111 (meters)                     GEOID18
 DF9767  DYNAMIC HEIGHT  -        298.495 (meters)      979.31  (feet) COMP
 DF9767  MODELED GRAVITY -    980,331.0   (mgal)                       NAVD 88
 DF9767
 DF9767  VERT ORDER      -  SECOND    CLASS I
 DF9767
 DF9767.The horizontal coordinates were established by autonomous hand held GPS
 DF9767.observations and have an estimated accuracy of +/- 10 meters.
 DF9767
 DF9767.The orthometric height was determined by differential leveling and
 DF9767.adjusted by the WI DEPT OF TRANSP
 DF9767.in May 2012.
 DF9767
 DF9767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9767.GEOID18 height accuracy estimate available here.
 DF9767
 DF9767.Click photographs - Photos may exist for this station.
 DF9767
 DF9767.The dynamic height is computed by dividing the NAVD 88
 DF9767.geopotential number by the normal gravity value computed on the
 DF9767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9767.degrees latitude (g = 980.6199 gals.).
 DF9767
 DF9767.The modeled gravity was interpolated from observed gravity values.
 DF9767
 DF9767;                    North         East    Units  Estimated Accuracy
 DF9767;SPC WI S     -   104,943.      642,914.      MT  (+/- 10 meters HH2 GPS)
 DF9767
 DF9767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9814557504(NAD 83)
 DF9767
 DF9767                          SUPERSEDED SURVEY CONTROL
 DF9767
 DF9767  NAVD 88 (04/20/07)  298.561  (m)          979.53   (f) SUPERSEDED  2 1
 DF9767  NAVD 88 (02/25/04)  298.518  (m)          979.39   (f) SUPERSEDED  2 1
 DF9767
 DF9767.Superseded values are not recommended for survey control.
 DF9767
 DF9767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9767.See file dsdata.pdf to determine how the superseded data were derived.
 DF9767
 DF9767_MARKER: DD = SURVEY DISK
 DF9767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9767_STAMPING: 1H49 2002
 DF9767_MARK LOGO: WIDT
 DF9767_PROJECTION: FLUSH
 DF9767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9767+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DF9767
 DF9767  HISTORY     - Date     Condition        Report By
 DF9767  HISTORY     - 2001     MONUMENTED       WIDT
 DF9767  HISTORY     - 20061029 GOOD             USPSQD
 DF9767  HISTORY     - 20070731 GOOD             WIDT
 DF9767  HISTORY     - 20120705 GOOD             WIDT
 DF9767
 DF9767                          STATION DESCRIPTION
 DF9767
 DF9767'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9767'THE STATION IS LOCATED ABOUT 17 KM SOUTHWEST OF MADISON, 7 KM
 DF9767'NORTHWEST OF OREGON, AND 7 KM SOUTHEAST OF VERONA.  OWNERSHIP--TOWN
 DF9767'OF FITCHBURG.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DF9767'12 AND US HIGHWAY 18 WITH US HIGHWAY 14 IN THE CITY OF MADISON, GO
 DF9767'SOUTH ON US HIGHWAY 14 FOR 9.6 KM TO THE EXIT FOR COUNTY HIGHWAY MM
 DF9767'SOUTH, GO SOUTHWEST ON COUNTY HIGHWAY MM FOR 0.5 KM TO COUNTY HIGHWAY
 DF9767'M ON THE RIGHT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY M FOR 6.6 KM
 DF9767'TO BLIZZARD ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON BLIZZARD ROAD
 DF9767'FOR 0.8 KM TO PURCELL ROAD, TURN RIGHT AND GO WEST ON PURCELL ROAD
 DF9767'FOR 1.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9767'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9767'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9767'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DF9767'IS 8.0 M NORTH OF THE CENTERLINE OF PURCELL ROAD, 130 M EAST OF THE
 DF9767'EXTENDED CENTERLINE OF A PRIVATE ENTRANCE --6195 PURCELL ROAD--, 71 M
 DF9767'WEST OF THE CENTERLINE OF A PRIVATE ENTRANCE --6182 PURCELL ROAD--,
 DF9767'28.1 M NORTHEAST OF A POWER POLE --5-9-6 33/52--, AND 2 M SOUTH OF
 DF9767'THE EDGE OF A CULTIVATED FIELD. ---NOTE---THE STATION IS 0.3 M SOUTH
 DF9767'OF A WHITE PLASTIC WITNESS POST. ---NOTE2---THIS STATION HAS NO
 DF9767'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9767'HORIZON.
 DF9767
 DF9767                          STATION RECOVERY (2006)
 DF9767
 DF9767'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9767'ONLY ONE WHITE POST
 DF9767
 DF9767                          STATION RECOVERY (2007)
 DF9767
 DF9767'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9767'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE EAST OF
 DF9767'SAYLES TRAIL.
 DF9767
 DF9767                          STATION RECOVERY (2012)
 DF9767
 DF9767'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9767'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9769 ***********************************************************************
 DF9769  DESIGNATION -  1H50
 DF9769  PID         -  DF9769
 DF9769  STATE/COUNTY-  WI/DANE
 DF9769  COUNTRY     -  US
 DF9769  USGS QUAD   -  OREGON (2018)
 DF9769
 DF9769                         *CURRENT SURVEY CONTROL
 DF9769  ______________________________________________________________________
 DF9769* NAD 83(1986) POSITION- 42 57 01.22   (N) 089 26 26.49   (W)   HD_HELD1
 DF9769* NAVD 88 ORTHO HEIGHT -   294.230 (meters)      965.32  (feet) ADJUSTED
 DF9769  ______________________________________________________________________
 DF9769  GEOID HEIGHT    -        -34.134 (meters)                     GEOID18
 DF9769  DYNAMIC HEIGHT  -        294.148 (meters)      965.05  (feet) COMP
 DF9769  MODELED GRAVITY -    980,332.3   (mgal)                       NAVD 88
 DF9769
 DF9769  VERT ORDER      -  SECOND    CLASS I
 DF9769
 DF9769.The horizontal coordinates were determined by differentially corrected
 DF9769.hand held GPS observations or other comparable positioning techniques
 DF9769.and have an estimated accuracy of +/- 3 meters.
 DF9769
 DF9769.The orthometric height was determined by differential leveling and
 DF9769.adjusted by the WI DEPT OF TRANSP
 DF9769.in May 2012.
 DF9769
 DF9769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9769.GEOID18 height accuracy estimate available here.
 DF9769
 DF9769.Click photographs - Photos may exist for this station.
 DF9769
 DF9769.The dynamic height is computed by dividing the NAVD 88
 DF9769.geopotential number by the normal gravity value computed on the
 DF9769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9769.degrees latitude (g = 980.6199 gals.).
 DF9769
 DF9769.The modeled gravity was interpolated from observed gravity values.
 DF9769
 DF9769;                    North         East    Units  Estimated Accuracy
 DF9769;SPC WI S     -   105,726.8     645,641.2     MT  (+/- 3 meters HH1 GPS) 
 DF9769
 DF9769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0089858190(NAD 83)
 DF9769
 DF9769                          SUPERSEDED SURVEY CONTROL
 DF9769
 DF9769  NAVD 88 (04/20/07)  294.212  (m)          965.26   (f) SUPERSEDED  2 1
 DF9769  NAVD 88 (02/25/04)  294.175  (m)          965.14   (f) SUPERSEDED  2 1
 DF9769
 DF9769.Superseded values are not recommended for survey control.
 DF9769
 DF9769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9769.See file dsdata.pdf to determine how the superseded data were derived.
 DF9769
 DF9769_MARKER: DD = SURVEY DISK
 DF9769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9769_STAMPING: 1H50 2002
 DF9769_MARK LOGO: WIDT
 DF9769_PROJECTION: FLUSH
 DF9769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9769+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2016
 DF9769
 DF9769  HISTORY     - Date     Condition        Report By
 DF9769  HISTORY     - 2001     MONUMENTED       WIDT
 DF9769  HISTORY     - 20061029 GOOD             USPSQD
 DF9769  HISTORY     - 20070801 GOOD             WIDT
 DF9769  HISTORY     - 20120705 GOOD             WIDT
 DF9769  HISTORY     - 20160621 GOOD             WIDT
 DF9769
 DF9769                          STATION DESCRIPTION
 DF9769
 DF9769'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9769'THE STATION IS LOCATED ABOUT 15 KM SOUTHWEST OF MADISON, 9 KM
 DF9769'SOUTHEAST OF VERONA, AND 5 KM NORTHWEST OF OREGON. OWNERSHIP--DANE
 DF9769'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND
 DF9769'US HIGHWAY 18 WITH US HIGHWAY 14 IN THE CITY OF MADISON, GO SOUTH ON
 DF9769'US HIGHWAY 14 FOR 9.6 KM TO THE EXIT FOR COUNTY HIGHWAY MM, EXIT
 DF9769'RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY MM FOR 0.5 KM TO COUNTY
 DF9769'HIGHWAY M ON THE RIGHT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY M
 DF9769'FOR 4.6 KM TO COUNTY HIGHWAY D (SOUTH FISH HATCHERY ROAD), CONTINUE
 DF9769'WEST ON COUNTY HIGHWAY M FOR 0.2 KM TO THE STATION ON THE LEFT. THE
 DF9769'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9769'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9769'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9769'HIGHWAY PAVEMENT. THE STATION IS 12.5 M SOUTH OF THE CENTERLINE OF
 DF9769'COUNTY HIGHWAY M, 33.1 M EAST SOUTHEAST OF A WOOD POST FOR A --STOP
 DF9769'AHEAD-- SIGN, 28.4 M WEST-SOUTHWEST OF A WOOD POST FOR A --JUNCTION
 DF9769'COUNTY HIGHWAY D-- SIGN, AND 2 M NORTH OF A CULTIVATED FIELD.
 DF9769'---NOTE---THE STATION IS NORTH, EAST AND WEST OF THREE WHITE PLASTIC
 DF9769'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTION
 DF9769'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF9769
 DF9769                          STATION RECOVERY (2006)
 DF9769
 DF9769'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9769'RECOVERED IN GOOD CONDITION.
 DF9769
 DF9769                          STATION RECOVERY (2007)
 DF9769
 DF9769'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9769'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 16.0 M EAST OF A
 DF9769'SINGLE WOOD FENCE POST.
 DF9769
 DF9769                          STATION RECOVERY (2012)
 DF9769
 DF9769'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9769'RECOVERED AS DESCRIBED.
 DF9769
 DF9769                          STATION RECOVERY (2016)
 DF9769
 DF9769'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9769'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9770 ***********************************************************************
 DF9770  DESIGNATION -  1H51
 DF9770  PID         -  DF9770
 DF9770  STATE/COUNTY-  WI/DANE
 DF9770  COUNTRY     -  US
 DF9770  USGS QUAD   -  OREGON (2018)
 DF9770
 DF9770                         *CURRENT SURVEY CONTROL
 DF9770  ______________________________________________________________________
 DF9770* NAD 83(1986) POSITION- 42 57 02.23   (N) 089 25 01.94   (W)   HD_HELD1
 DF9770* NAVD 88 ORTHO HEIGHT -   291.167 (meters)      955.27  (feet) ADJUSTED
 DF9770  ______________________________________________________________________
 DF9770  GEOID HEIGHT    -        -34.141 (meters)                     GEOID18
 DF9770  DYNAMIC HEIGHT  -        291.086 (meters)      955.00  (feet) COMP
 DF9770  MODELED GRAVITY -    980,333.4   (mgal)                       NAVD 88
 DF9770
 DF9770  VERT ORDER      -  SECOND    CLASS I
 DF9770
 DF9770.The horizontal coordinates were determined by differentially corrected
 DF9770.hand held GPS observations or other comparable positioning techniques
 DF9770.and have an estimated accuracy of +/- 3 meters.
 DF9770
 DF9770.The orthometric height was determined by differential leveling and
 DF9770.adjusted by the WI DEPT OF TRANSP
 DF9770.in May 2012.
 DF9770
 DF9770.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9770.GEOID18 height accuracy estimate available here.
 DF9770
 DF9770.Click photographs - Photos may exist for this station.
 DF9770
 DF9770.The dynamic height is computed by dividing the NAVD 88
 DF9770.geopotential number by the normal gravity value computed on the
 DF9770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9770.degrees latitude (g = 980.6199 gals.).
 DF9770
 DF9770.The modeled gravity was interpolated from observed gravity values.
 DF9770
 DF9770;                    North         East    Units  Estimated Accuracy
 DF9770;SPC WI S     -   105,771.1     647,557.5     MT  (+/- 3 meters HH1 GPS) 
 DF9770
 DF9770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0281558166(NAD 83)
 DF9770
 DF9770                          SUPERSEDED SURVEY CONTROL
 DF9770
 DF9770  NAVD 88 (04/20/07)  291.149  (m)          955.21   (f) SUPERSEDED  2 1
 DF9770  NAVD 88 (02/25/04)  291.114  (m)          955.10   (f) SUPERSEDED  2 1
 DF9770
 DF9770.Superseded values are not recommended for survey control.
 DF9770
 DF9770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9770.See file dsdata.pdf to determine how the superseded data were derived.
 DF9770
 DF9770_MARKER: DD = SURVEY DISK
 DF9770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9770_STAMPING: 1H51 2002
 DF9770_MARK LOGO: WIDT
 DF9770_PROJECTION: FLUSH
 DF9770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9770+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2016
 DF9770
 DF9770  HISTORY     - Date     Condition        Report By
 DF9770  HISTORY     - 2001     MONUMENTED       WIDT
 DF9770  HISTORY     - 20061029 GOOD             USPSQD
 DF9770  HISTORY     - 20070801 GOOD             WIDT
 DF9770  HISTORY     - 20120705 GOOD             WIDT
 DF9770  HISTORY     - 20160621 GOOD             WIDT
 DF9770
 DF9770                          STATION DESCRIPTION
 DF9770
 DF9770'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9770'THIS STATION IS LOCATED ABOUT 15 KM SOUTH-SOUTHWEST OF MADISON, 10 KM
 DF9770'SOUTHEAST OF VERONA, AND 4 KM NORTHWEST OF OREGON.  OWNERSHIP--DANE
 DF9770'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND
 DF9770'US HIGHWAY 18 WITH US HIGHWAY 14 IN THE CITY OF MADISON, GO SOUTH ON
 DF9770'US HIGHWAY 14 FOR 9.6 KM TO THE EXIT FOR COUNTY HIGHWAY MM, GO
 DF9770'SOUTHWEST ON COUNTY HIGHWAY MM FOR 0.5 KM TO COUNTY HIGHWAY M ON THE
 DF9770'RIGHT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY M FOR 3.0 KM TO CAINE
 DF9770'ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9770'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9770'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9770'AND ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 22.9 M
 DF9770'NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY M, 18.1 M
 DF9770'EAST-SOUTHEAST OF THE CENTERLINE OF CAINE ROAD, 17.9 M WEST-SOUTHWEST
 DF9770'OF TELEPHONE PEDESTAL --1496--, 8.9 M NORTH-NORTHEAST OF THE TOP
 DF9770'CENTER OF AN 80-CM CORRUGATED METAL CULVERT PIPE, AND 4.1 M
 DF9770'SOUTH-SOUTHWEST OF A BARBED WIRE FENCE.  ---NOTE---THE STATION IS
 DF9770'SOUTH, EAST-NORTHEAST AND WEST-NORTHWEST OF THREE WHITE PLASTIC
 DF9770'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9770'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9770
 DF9770                          STATION RECOVERY (2006)
 DF9770
 DF9770'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9770'RECOVERED IN GOOD CONDITION.
 DF9770
 DF9770                          STATION RECOVERY (2007)
 DF9770
 DF9770'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9770'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS NORTHWEST (NOT
 DF9770'WEST-SOUTHWEST) OF THE DESCRIBED TELEPHONE PEDESTAL.
 DF9770
 DF9770                          STATION RECOVERY (2012)
 DF9770
 DF9770'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9770'RECOVERED AS DESCRIBED.
 DF9770
 DF9770                          STATION RECOVERY (2016)
 DF9770
 DF9770'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9770'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9927 ***********************************************************************
 DF9927  DESIGNATION -  1H52
 DF9927  PID         -  DF9927
 DF9927  STATE/COUNTY-  WI/DANE
 DF9927  COUNTRY     -  US
 DF9927  USGS QUAD   -  RUTLAND (2018)
 DF9927
 DF9927                         *CURRENT SURVEY CONTROL
 DF9927  ______________________________________________________________________
 DF9927* NAD 83(1986) POSITION- 42 56 08.1    (N) 089 21 40.2    (W)   HD_HELD2
 DF9927* NAVD 88 ORTHO HEIGHT -   286.991 (meters)      941.57  (feet) ADJUSTED
 DF9927  ______________________________________________________________________
 DF9927  GEOID HEIGHT    -        -34.142 (meters)                     GEOID18
 DF9927  DYNAMIC HEIGHT  -        286.911 (meters)      941.31  (feet) COMP
 DF9927  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 DF9927
 DF9927  VERT ORDER      -  SECOND    CLASS I
 DF9927
 DF9927.The horizontal coordinates were established by autonomous hand held GPS
 DF9927.observations and have an estimated accuracy of +/- 10 meters.
 DF9927
 DF9927.The orthometric height was determined by differential leveling and
 DF9927.adjusted by the WI DEPT OF TRANSP
 DF9927.in May 2012.
 DF9927
 DF9927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9927.GEOID18 height accuracy estimate available here.
 DF9927
 DF9927.Click photographs - Photos may exist for this station.
 DF9927
 DF9927.The dynamic height is computed by dividing the NAVD 88
 DF9927.geopotential number by the normal gravity value computed on the
 DF9927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9927.degrees latitude (g = 980.6199 gals.).
 DF9927
 DF9927.The modeled gravity was interpolated from observed gravity values.
 DF9927
 DF9927;                    North         East    Units  Estimated Accuracy
 DF9927;SPC WI S     -   104,134.      652,143.      MT  (+/- 10 meters HH2 GPS)
 DF9927
 DF9927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0734056366(NAD 83)
 DF9927
 DF9927                          SUPERSEDED SURVEY CONTROL
 DF9927
 DF9927  NAVD 88 (04/20/07)  286.973  (m)          941.51   (f) SUPERSEDED  2 1
 DF9927  NAVD 88 (02/25/04)  286.942  (m)          941.41   (f) SUPERSEDED  2 1
 DF9927
 DF9927.Superseded values are not recommended for survey control.
 DF9927
 DF9927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9927.See file dsdata.pdf to determine how the superseded data were derived.
 DF9927
 DF9927_MARKER: DD = SURVEY DISK
 DF9927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9927_STAMPING: 1H52 2002
 DF9927_MARK LOGO: WIDT
 DF9927_PROJECTION: FLUSH
 DF9927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9927+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DF9927
 DF9927  HISTORY     - Date     Condition        Report By
 DF9927  HISTORY     - 2001     MONUMENTED       WIDT
 DF9927  HISTORY     - 20061029 GOOD             USPSQD
 DF9927  HISTORY     - 20070801 GOOD             WIDT
 DF9927  HISTORY     - 20120705 GOOD             WIDT
 DF9927
 DF9927                          STATION DESCRIPTION
 DF9927
 DF9927'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9927'THE STATION IS LOCATED ABOUT 12 KM EAST-NORTHEAST OF STOUGHTON, 10 KM
 DF9927'SOUTHWEST OF MCFARLAND, AND 2 KM NORTHEAST OF OREGON. OWNERSHIP--TOWN
 DF9927'OF DUNN. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 DF9927'WITH STATE HIGHWAY 138, ABOUT 1 KM SOUTHEAST OF THE TOWN OF OREGON,
 DF9927'GO EAST ON STATE HIGHWAY 138 FOR 3.0 KM TO SUNRISE ROAD, TURN LEFT
 DF9927'AND GO NORTH ON SUNRISE ROAD FOR 1.4 KM TO RUTLAND DUNN TOWNLINE
 DF9927'ROAD, TURN LEFT AND GO WEST ON RUTLAND DUNN TOWNLINE ROAD FOR 1.8 KM
 DF9927'TO SAND HILL ROAD, CONTINUE WEST ON RUTLAND DUNN TOWNLINE ROAD FOR
 DF9927'1.0 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9927'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9927'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9927'AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 8.3 M NORTH OF
 DF9927'THE CENTERLINE OF RUTLAND DUNN TOWNLINE ROAD, 44.6 M NORTHWEST OF
 DF9927'POWER POLE --WPL 6-10-31 21/13--, 41.7 M EAST OF POWER POLE --6-10-31
 DF9927'18/15--, AND 2 M SOUTH OF A CULTIVATED FIELD. ---NOTE---THE STATION
 DF9927'IS SOUTHEAST, SOUTHWEST AND NORTH OF THREE WHITE PLASTIC WITNESS
 DF9927'POSTS.   ---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 DF9927'HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT A POWER POLES TO THE
 DF9927'SOUTHWEST EXTENDING TO 25 DEGREES AND A POWER POLE TO THE NORTH
 DF9927'EXTENDING TO 25 DEGREES.
 DF9927
 DF9927                          STATION RECOVERY (2006)
 DF9927
 DF9927'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9927'ONLY TWO POSTS STILL STANDING
 DF9927
 DF9927                          STATION RECOVERY (2007)
 DF9927
 DF9927'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9927'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.42 MILE EAST OF
 DF9927'US HIGHWAY 14 AND 56.5 M EAST OF PRIVATE ENTRANCE --4666--.
 DF9927
 DF9927                          STATION RECOVERY (2012)
 DF9927
 DF9927'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9927'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9926 ***********************************************************************
 DF9926  DESIGNATION -  1H53
 DF9926  PID         -  DF9926
 DF9926  STATE/COUNTY-  WI/DANE
 DF9926  COUNTRY     -  US
 DF9926  USGS QUAD   -  RUTLAND (2018)
 DF9926
 DF9926                         *CURRENT SURVEY CONTROL
 DF9926  ______________________________________________________________________
 DF9926* NAD 83(1986) POSITION- 42 56 01.3    (N) 089 20 00.8    (W)   HD_HELD2
 DF9926* NAVD 88 ORTHO HEIGHT -   282.976 (meters)      928.40  (feet) ADJUSTED
 DF9926  ______________________________________________________________________
 DF9926  GEOID HEIGHT    -        -34.163 (meters)                     GEOID18
 DF9926  DYNAMIC HEIGHT  -        282.897 (meters)      928.14  (feet) COMP
 DF9926  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 DF9926
 DF9926  VERT ORDER      -  SECOND    CLASS I
 DF9926
 DF9926.The horizontal coordinates were established by autonomous hand held GPS
 DF9926.observations and have an estimated accuracy of +/- 10 meters.
 DF9926
 DF9926.The orthometric height was determined by differential leveling and
 DF9926.adjusted by the WI DEPT OF TRANSP
 DF9926.in May 2012.
 DF9926
 DF9926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9926.GEOID18 height accuracy estimate available here.
 DF9926
 DF9926.Click photographs - Photos may exist for this station.
 DF9926
 DF9926.The dynamic height is computed by dividing the NAVD 88
 DF9926.geopotential number by the normal gravity value computed on the
 DF9926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9926.degrees latitude (g = 980.6199 gals.).
 DF9926
 DF9926.The modeled gravity was interpolated from observed gravity values.
 DF9926
 DF9926;                    North         East    Units  Estimated Accuracy
 DF9926;SPC WI S     -   103,942.      654,398.      MT  (+/- 10 meters HH2 GPS)
 DF9926
 DF9926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0958756093(NAD 83)
 DF9926
 DF9926                          SUPERSEDED SURVEY CONTROL
 DF9926
 DF9926  NAVD 88 (04/20/07)  282.958  (m)          928.34   (f) SUPERSEDED  2 1
 DF9926  NAVD 88 (02/25/04)  282.927  (m)          928.24   (f) SUPERSEDED  2 1
 DF9926
 DF9926.Superseded values are not recommended for survey control.
 DF9926
 DF9926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9926.See file dsdata.pdf to determine how the superseded data were derived.
 DF9926
 DF9926_MARKER: DD = SURVEY DISK
 DF9926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9926_STAMPING: 1H53 2002
 DF9926_MARK LOGO: WIDT
 DF9926_PROJECTION: FLUSH
 DF9926_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9926+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DF9926
 DF9926  HISTORY     - Date     Condition        Report By
 DF9926  HISTORY     - 2001     MONUMENTED       WIDT
 DF9926  HISTORY     - 20061029 GOOD             USPSQD
 DF9926  HISTORY     - 20070806 GOOD             WIDT
 DF9926  HISTORY     - 20120705 GOOD             WIDT
 DF9926
 DF9926                          STATION DESCRIPTION
 DF9926
 DF9926'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9926'THE STATION IS LOCATED ABOUT 10 KM EAST-NORTHEAST OF STOUGHTON, 10 KM
 DF9926'SOUTHEAST OF MCFARLAND, AND 4 KM EAST OF OREGON. OWNERSHIP--TOWN OF
 DF9926'DUNN. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH
 DF9926'STATE HIGHWAY 138 ABOUT 1 KM SOUTHEAST OF THE VILLAGE OF OREGON, GO
 DF9926'EAST ON STATE HIGHWAY 138 FOR 3.0 KM TO SUNRISE ROAD, TURN LEFT AND
 DF9926'GO NORTH ON SUNRISE ROAD FOR 1.4 KM TO RUTLAND DUNN TOWNLINE ROAD,
 DF9926'TURN LEFT AND GO WEST ON RUTLAND DUNN TOWNLINE ROAD FOR 0.4 KM TO
 DF9926'LABRADOR DRIVE ON THE RIGHT, CONTINUE WEST ON RUTLAND DUNN TOWNLINE
 DF9926'ROAD FOR 0.1 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9926'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9926'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9926'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9926'IS 9.3 M NORTH-NORTHEAST OF THE CENTERLINE OF RUTLAND DUNN TOWNLINE
 DF9926'ROAD, 56.1 M EAST OF A METAL POST FOR A --CURVE LEFT-- SIGN, 31 M
 DF9926'WEST-NORTHWEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --4285
 DF9926'RUTLAND DUNN TOWNLINE ROAD--, AND 1 M SOUTH-SOUTHWEST OF A CULTIVATED
 DF9926'FIELD. ---NOTE---THE STATION IS NORTH-NORTHEAST, WEST-SOUTHWEST AND
 DF9926'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9926'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9926'ABOVE THE HORIZON.
 DF9926
 DF9926                          STATION RECOVERY (2006)
 DF9926
 DF9926'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9926'ONE OF THE WHITE POSTS IS DAMAGED
 DF9926
 DF9926                          STATION RECOVERY (2007)
 DF9926
 DF9926'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9926'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M NORTHEAST,
 DF9926'0.7 M SOUTHWEST, AND 0.7 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS
 DF9926'POSTS.  NOTE-- THE STATION IS APPROXIMATELY 1 M BELOW THE ROAD
 DF9926'PAVEMENT.
 DF9926
 DF9926                          STATION RECOVERY (2012)
 DF9926
 DF9926'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9926'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9924 ***********************************************************************
 DF9924  DESIGNATION -  1H54
 DF9924  PID         -  DF9924
 DF9924  STATE/COUNTY-  WI/DANE
 DF9924  COUNTRY     -  US
 DF9924  USGS QUAD   -  RUTLAND (2018)
 DF9924
 DF9924                         *CURRENT SURVEY CONTROL
 DF9924  ______________________________________________________________________
 DF9924* NAD 83(1986) POSITION- 42 55 55.9    (N) 089 17 06.1    (W)   HD_HELD2
 DF9924* NAVD 88 ORTHO HEIGHT -   284.668 (meters)      933.95  (feet) ADJUSTED
 DF9924  ______________________________________________________________________
 DF9924  GEOID HEIGHT    -        -34.205 (meters)                     GEOID18
 DF9924  DYNAMIC HEIGHT  -        284.588 (meters)      933.69  (feet) COMP
 DF9924  MODELED GRAVITY -    980,333.8   (mgal)                       NAVD 88
 DF9924
 DF9924  VERT ORDER      -  SECOND    CLASS I
 DF9924
 DF9924.The horizontal coordinates were established by autonomous hand held GPS
 DF9924.observations and have an estimated accuracy of +/- 10 meters.
 DF9924
 DF9924.The orthometric height was determined by differential leveling and
 DF9924.adjusted by the WI DEPT OF TRANSP
 DF9924.in May 2012.
 DF9924
 DF9924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9924.GEOID18 height accuracy estimate available here.
 DF9924
 DF9924.Click photographs - Photos may exist for this station.
 DF9924
 DF9924.The dynamic height is computed by dividing the NAVD 88
 DF9924.geopotential number by the normal gravity value computed on the
 DF9924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9924.degrees latitude (g = 980.6199 gals.).
 DF9924
 DF9924.The modeled gravity was interpolated from observed gravity values.
 DF9924
 DF9924;                    North         East    Units  Estimated Accuracy
 DF9924;SPC WI S     -   103,808.      658,361.      MT  (+/- 10 meters HH2 GPS)
 DF9924
 DF9924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1354255818(NAD 83)
 DF9924
 DF9924                          SUPERSEDED SURVEY CONTROL
 DF9924
 DF9924  NAVD 88 (04/20/07)  284.649  (m)          933.89   (f) SUPERSEDED  2 1
 DF9924  NAVD 88 (02/25/04)  284.619  (m)          933.79   (f) SUPERSEDED  2 1
 DF9924
 DF9924.Superseded values are not recommended for survey control.
 DF9924
 DF9924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9924.See file dsdata.pdf to determine how the superseded data were derived.
 DF9924
 DF9924_MARKER: DD = SURVEY DISK
 DF9924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9924_STAMPING: 1H54 2002
 DF9924_MARK LOGO: WIDT
 DF9924_PROJECTION: FLUSH
 DF9924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9924+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DF9924
 DF9924  HISTORY     - Date     Condition        Report By
 DF9924  HISTORY     - 2001     MONUMENTED       WIDT
 DF9924  HISTORY     - 20061029 GOOD             USPSQD
 DF9924  HISTORY     - 20070806 GOOD             WIDT
 DF9924  HISTORY     - 20120705 GOOD             WIDT
 DF9924
 DF9924                          STATION DESCRIPTION
 DF9924
 DF9924'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9924'THE STATION IS LOCATED ABOUT 9 KM SOUTH OF MCFARLAND, 8 KM EAST OF
 DF9924'OREGON, AND 6 KM WEST-NORTHWEST OF STOUGHTON.  OWNERSHIP--TOWN OF
 DF9924'RUTLAND.  TO REACH THE STATION FROM THE WESTERNMOST JUNCTION OF US
 DF9924'HIGHWAY 51 WITH STATE HIGHWAY 138 IN THE CITY OF STOUGHTON, GO WEST
 DF9924'ON STATE HIGHWAY 138 FOR 2.8 KM TO LAKE KEGONSA ROAD, TURN RIGHT AND
 DF9924'GO NORTH ON LAKE KEGONSA ROAD FOR 1.5 KM TO RUTLAND-DUNN TOWNLINE
 DF9924'ROAD, TURN LEFT AND GO WEST ON RUTLAND-DUNN TOWNLINE ROAD FOR 0.1 KM
 DF9924'TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DF9924'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9924'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9924'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.9 M SOUTH
 DF9924'OF THE CENTERLINE OF RUTLAND-DUNN TOWNLINE ROAD, 34.8 M
 DF9924'WEST-NORTHWEST OF POWER POLE --5-10-2 14/49--, 24.0 M SOUTHEAST OF
 DF9924'POWER POLE --6-10-35 12/0--, 24 M WEST OF THE EXTENDED CENTERLINE OF
 DF9924'PRIVATE ENTRANCE --3636--, AND 4 M NORTH OF A CULTIVATED FIELD.
 DF9924'---NOTE---THE STATION IS NORTHEAST, NORTHWEST AND SOUTH OF THREE
 DF9924'WHITE PLASTIC WITNESS POSTS. ---NOTE---THIS STATION HAS NO VISIBLE
 DF9924'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DF9924'EXCEPT FOR A POWER POLE TO THE NORTHWEST EXTENDING TO 20 DEGREES AND
 DF9924'A POWER POLE TO THE NORTHEAST EXTENDING TO 20 DEGREES.
 DF9924
 DF9924                          STATION RECOVERY (2006)
 DF9924
 DF9924'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9924'RECOVERED IN GOOD CONDITION.
 DF9924
 DF9924                          STATION RECOVERY (2007)
 DF9924
 DF9924'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9924'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 63 M WEST OF A
 DF9924'METAL --STOP-- SIGN POST AND 51.0 M EAST-SOUTHEAST OF A --SPEED LIMIT
 DF9924'45-- METAL SIGN POST.
 DF9924
 DF9924                          STATION RECOVERY (2012)
 DF9924
 DF9924'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9924'RECOVERED AS DESCRIBED---NOTE---TREES OBSTRUCTING ALONG THE SOUTHERN
 DF9924'HORIZON EXTENDING FROM 25  TO 35  ON THE HORIZON AND ONE TREE TO THE
 DF9924'NORTH AT 35  ON THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9923 ***********************************************************************
 DF9923  DESIGNATION -  1H55
 DF9923  PID         -  DF9923
 DF9923  STATE/COUNTY-  WI/DANE
 DF9923  COUNTRY     -  US
 DF9923  USGS QUAD   -  RUTLAND (2018)
 DF9923
 DF9923                         *CURRENT SURVEY CONTROL
 DF9923  ______________________________________________________________________
 DF9923* NAD 83(1986) POSITION- 42 55 56.1    (N) 089 15 32.5    (W)   HD_HELD2
 DF9923* NAVD 88 ORTHO HEIGHT -   284.809 (meters)      934.41  (feet) ADJUSTED
 DF9923  ______________________________________________________________________
 DF9923  GEOID HEIGHT    -        -34.225 (meters)                     GEOID18
 DF9923  DYNAMIC HEIGHT  -        284.730 (meters)      934.15  (feet) COMP
 DF9923  MODELED GRAVITY -    980,333.9   (mgal)                       NAVD 88
 DF9923
 DF9923  VERT ORDER      -  SECOND    CLASS I
 DF9923
 DF9923.The horizontal coordinates were established by autonomous hand held GPS
 DF9923.observations and have an estimated accuracy of +/- 10 meters.
 DF9923
 DF9923.The orthometric height was determined by differential leveling and
 DF9923.adjusted by the WI DEPT OF TRANSP
 DF9923.in May 2012.
 DF9923
 DF9923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9923.GEOID18 height accuracy estimate available here.
 DF9923
 DF9923.Click photographs - Photos may exist for this station.
 DF9923
 DF9923.The dynamic height is computed by dividing the NAVD 88
 DF9923.geopotential number by the normal gravity value computed on the
 DF9923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9923.degrees latitude (g = 980.6199 gals.).
 DF9923
 DF9923.The modeled gravity was interpolated from observed gravity values.
 DF9923
 DF9923;                    North         East    Units  Estimated Accuracy
 DF9923;SPC WI S     -   103,833.      660,483.      MT  (+/- 10 meters HH2 GPS)
 DF9923
 DF9923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1566455767(NAD 83)
 DF9923
 DF9923                          SUPERSEDED SURVEY CONTROL
 DF9923
 DF9923  NAVD 88 (04/20/07)  284.791  (m)          934.35   (f) SUPERSEDED  2 1
 DF9923  NAVD 88 (02/25/04)  284.760  (m)          934.25   (f) SUPERSEDED  2 1
 DF9923
 DF9923.Superseded values are not recommended for survey control.
 DF9923
 DF9923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9923.See file dsdata.pdf to determine how the superseded data were derived.
 DF9923
 DF9923_MARKER: DD = SURVEY DISK
 DF9923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9923_STAMPING: 1H55 2002
 DF9923_MARK LOGO: WIDT
 DF9923_PROJECTION: FLUSH
 DF9923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9923+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DF9923
 DF9923  HISTORY     - Date     Condition        Report By
 DF9923  HISTORY     - 2001     MONUMENTED       WIDT
 DF9923  HISTORY     - 20051008 GOOD             USPSQD
 DF9923  HISTORY     - 20061029 GOOD             USPSQD
 DF9923  HISTORY     - 20070806 GOOD             WIDT
 DF9923  HISTORY     - 20120705 GOOD             WIDT
 DF9923
 DF9923                          STATION DESCRIPTION
 DF9923
 DF9923'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9923'THE STATION IS LOCATED ABOUT 19 KM SOUTH-SOUTHEAST OF MADISON, 9 KM
 DF9923'EAST-SOUTHEAST OF MCFARLAND AND 4 KM WEST-NORTHWEST OF STOUGHTON.
 DF9923'OWNERSHIP--TOWN OF RUTLAND. TO REACH THE STATION FROM THE JUNCTION OF
 DF9923'US HIGHWAY 51 WITH STATE HIGHWAY 138 IN THE CITY OF STOUGHTON, GO
 DF9923'WEST ON STATE HIGHWAY 138 FOR 1.6 KM TO STARR SCHOOL ROAD, TURN RIGHT
 DF9923'AND GO NORTH ON STARR SCHOOL ROAD FOR 1.5 KM TO RUTLAND DUNN TOWN
 DF9923'LINE ROAD, TURN RIGHT AND GO EAST ON RUTLAND DUNN TOWN LINE ROAD FOR
 DF9923'0.9 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9923'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9923'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9923'AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 6.0 M SOUTH OF
 DF9923'THE CENTERLINE OF RUTLAND DUNN TOWN LINE ROAD, 112 M EAST OF THE
 DF9923'CENTERLINE OF PRIVATE ENTRANCE --3325 RUTLAND DUNN TOWN LINE ROAD--,
 DF9923'35.0 M SOUTHEAST OF POWER POLE --3EE 34/1--, 28.1 M SOUTHWEST OF
 DF9923'POWER POLE --3EE 36/1--, AND 8 M NORTH OF A CULTIVATED FIELD.
 DF9923'---NOTE---THE STATION IS SOUTH, NORTHWEST AND NORTHEAST OF THREE
 DF9923'WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9923'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9923
 DF9923                          STATION RECOVERY (2005)
 DF9923
 DF9923'RECOVERY NOTE BY US POWER SQUADRON 2005 (RNH)
 DF9923'ONLYY ONE FIBERGLASS WITNESS POST PRESENT
 DF9923
 DF9923                          STATION RECOVERY (2006)
 DF9923
 DF9923'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9923'RECOVERED IN GOOD CONDITION.
 DF9923
 DF9923                          STATION RECOVERY (2007)
 DF9923
 DF9923'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9923'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 48.5 M EAST OF A
 DF9923'--SPEED LIMIT 45-- METAL SIGN POST AND 0.9 M EAST AND 0.9 M WEST OF
 DF9923'TWO WHITE PLASTIC WITNESS POSTS.
 DF9923
 DF9923                          STATION RECOVERY (2012)
 DF9923
 DF9923'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9923'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9922 ***********************************************************************
 DF9922  DESIGNATION -  1H56
 DF9922  PID         -  DF9922
 DF9922  STATE/COUNTY-  WI/DANE
 DF9922  COUNTRY     -  US
 DF9922  USGS QUAD   -  STOUGHTON (2018)
 DF9922
 DF9922                         *CURRENT SURVEY CONTROL
 DF9922  ______________________________________________________________________
 DF9922* NAD 83(1986) POSITION- 42 56 22.9    (N) 089 14 48.3    (W)   HD_HELD2
 DF9922* NAVD 88 ORTHO HEIGHT -   276.925 (meters)      908.54  (feet) ADJUSTED
 DF9922  ______________________________________________________________________
 DF9922  GEOID HEIGHT    -        -34.244 (meters)                     GEOID18
 DF9922  DYNAMIC HEIGHT  -        276.848 (meters)      908.29  (feet) COMP
 DF9922  MODELED GRAVITY -    980,334.7   (mgal)                       NAVD 88
 DF9922
 DF9922  VERT ORDER      -  SECOND    CLASS I
 DF9922
 DF9922.The horizontal coordinates were established by autonomous hand held GPS
 DF9922.observations and have an estimated accuracy of +/- 10 meters.
 DF9922
 DF9922.The orthometric height was determined by differential leveling and
 DF9922.adjusted by the WI DEPT OF TRANSP
 DF9922.in May 2012.
 DF9922
 DF9922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9922.GEOID18 height accuracy estimate available here.
 DF9922
 DF9922.Click photographs - Photos may exist for this station.
 DF9922
 DF9922.The dynamic height is computed by dividing the NAVD 88
 DF9922.geopotential number by the normal gravity value computed on the
 DF9922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9922.degrees latitude (g = 980.6199 gals.).
 DF9922
 DF9922.The modeled gravity was interpolated from observed gravity values.
 DF9922
 DF9922;                    North         East    Units  Estimated Accuracy
 DF9922;SPC WI S     -   104,669.      661,478.      MT  (+/- 10 meters HH2 GPS)
 DF9922
 DF9922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1668856567(NAD 83)
 DF9922
 DF9922                          SUPERSEDED SURVEY CONTROL
 DF9922
 DF9922  NAVD 88 (04/20/07)  276.907  (m)          908.49   (f) SUPERSEDED  2 1
 DF9922  NAVD 88 (02/25/04)  276.877  (m)          908.39   (f) SUPERSEDED  2 1
 DF9922
 DF9922.Superseded values are not recommended for survey control.
 DF9922
 DF9922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9922.See file dsdata.pdf to determine how the superseded data were derived.
 DF9922
 DF9922_MARKER: DD = SURVEY DISK
 DF9922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9922_STAMPING: 1H56 2002
 DF9922_MARK LOGO: WIDT
 DF9922_PROJECTION: FLUSH
 DF9922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9922+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DF9922
 DF9922  HISTORY     - Date     Condition        Report By
 DF9922  HISTORY     - 2001     MONUMENTED       WIDT
 DF9922  HISTORY     - 20041212 MARK NOT FOUND   USPSQD
 DF9922  HISTORY     - 20070730 GOOD             WIDT
 DF9922  HISTORY     - 20120629 GOOD             WIDT
 DF9922
 DF9922                          STATION DESCRIPTION
 DF9922
 DF9922'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9922'THE STATION IS LOCATED ABOUT 19 KM SOUTH-SOUTHEAST OF MADISON, 9 KM
 DF9922'SOUTH- SOUTHEAST OF MCFARLAND AND 3 KM NORTHWEST OF STOUGHTON.
 DF9922'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE WESTERN
 DF9922'JUNCTION OF US HIGHWAY 51 WITH STATE HIGHWAY 138 IN THE CITY OF
 DF9922'STOUGHTON, GO NORTH ON US HIGHWAY 51 FOR 2.3 KM TO COUNTY HIGHWAY B
 DF9922'ON THE RIGHT, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY B FOR 0.3 KM
 DF9922'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9922'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9922'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9922'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 10.0 M
 DF9922'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 75 M WEST OF THE
 DF9922'CENTERLINE OF COUNTRY CLUB ROAD, 45.9 M NORTHWEST OF POWER POLE
 DF9922'--2B-22/59--, 35.6 M EAST-NORTHEAST OF POWER POLE --2B-28/59--, AND 1
 DF9922'M SOUTH OF A CULTIVATED FIELD.    ---NOTE---THE STATION IS EAST, WEST
 DF9922'AND NORTH OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9922'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9922'ABOVE THE HORIZON.
 DF9922
 DF9922                          STATION RECOVERY (2004)
 DF9922
 DF9922'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 DF9922'THERE ARE NO WITNESS POSTS AND A CULTIVATED FIELD COVERS THE LOCATION
 DF9922'WERE THE MARKER SHOULD BE LOCATED.
 DF9922
 DF9922                          STATION RECOVERY (2007)
 DF9922
 DF9922'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9922'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 84.5 M EAST OF A
 DF9922'--JCT 51-- WOOD SIGN POST, 47.0 M NORTHEAST OF POWER POLE
 DF9922'--2B-22/59--, 28.2 M NORTHWEST OF POWER POLE --2B-28/59--, 27.6 M WEST
 DF9922'OF A --STOP AHEAD-- WOOD SIGN POST, AND 1.0 M EAST AND 1.0 M WEST OF
 DF9922'TWO WHITE PLASTIC WITNESS POSTS.
 DF9922
 DF9922                          STATION RECOVERY (2012)
 DF9922
 DF9922'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9922'RECOVERED AS DESCRIBED---NOTE---CONCRETE MONUMENT WAS STRUCK BY AN
 DF9922'AGRICULTURAL TILLER AND NOW HAS CHIPS MISSING, BUT THE DISK WS NOT
 DF9922'DAMAGED---NOTE---STATION IS NOW 1.0 M EAST AND WEST OF A WHITE WITNESS
 DF9922'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9921 ***********************************************************************
 DF9921  DESIGNATION -  1H57
 DF9921  PID         -  DF9921
 DF9921  STATE/COUNTY-  WI/DANE
 DF9921  COUNTRY     -  US
 DF9921  USGS QUAD   -  STOUGHTON (2018)
 DF9921
 DF9921                         *CURRENT SURVEY CONTROL
 DF9921  ______________________________________________________________________
 DF9921* NAD 83(1986) POSITION- 42 56 25.1    (N) 089 13 14.5    (W)   HD_HELD2
 DF9921* NAVD 88 ORTHO HEIGHT -   262.210 (meters)      860.27  (feet) ADJUSTED
 DF9921  ______________________________________________________________________
 DF9921  GEOID HEIGHT    -        -34.256 (meters)                     GEOID18
 DF9921  DYNAMIC HEIGHT  -        262.136 (meters)      860.02  (feet) COMP
 DF9921  MODELED GRAVITY -    980,335.0   (mgal)                       NAVD 88
 DF9921
 DF9921  VERT ORDER      -  SECOND    CLASS I
 DF9921
 DF9921.The horizontal coordinates were established by autonomous hand held GPS
 DF9921.observations and have an estimated accuracy of +/- 10 meters.
 DF9921
 DF9921.The orthometric height was determined by differential leveling and
 DF9921.adjusted by the WI DEPT OF TRANSP
 DF9921.in May 2012.
 DF9921
 DF9921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9921.GEOID18 height accuracy estimate available here.
 DF9921
 DF9921.Click photographs - Photos may exist for this station.
 DF9921
 DF9921.The dynamic height is computed by dividing the NAVD 88
 DF9921.geopotential number by the normal gravity value computed on the
 DF9921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9921.degrees latitude (g = 980.6199 gals.).
 DF9921
 DF9921.The modeled gravity was interpolated from observed gravity values.
 DF9921
 DF9921;                    North         East    Units  Estimated Accuracy
 DF9921;SPC WI S     -   104,756.      663,604.      MT  (+/- 10 meters HH2 GPS)
 DF9921
 DF9921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1881656578(NAD 83)
 DF9921
 DF9921                          SUPERSEDED SURVEY CONTROL
 DF9921
 DF9921  NAVD 88 (04/20/07)  262.191  (m)          860.21   (f) SUPERSEDED  2 1
 DF9921  NAVD 88 (02/25/04)  262.161  (m)          860.11   (f) SUPERSEDED  2 1
 DF9921
 DF9921.Superseded values are not recommended for survey control.
 DF9921
 DF9921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9921.See file dsdata.pdf to determine how the superseded data were derived.
 DF9921
 DF9921_MARKER: DD = SURVEY DISK
 DF9921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9921_STAMPING: 1H57 2002
 DF9921_MARK LOGO: WIDT
 DF9921_PROJECTION: FLUSH
 DF9921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9921+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DF9921
 DF9921  HISTORY     - Date     Condition        Report By
 DF9921  HISTORY     - 2001     MONUMENTED       WIDT
 DF9921  HISTORY     - 20041212 GOOD             USPSQD
 DF9921  HISTORY     - 20061029 GOOD             USPSQD
 DF9921  HISTORY     - 20070606 GOOD             WIDT
 DF9921  HISTORY     - 20120629 GOOD             WIDT
 DF9921
 DF9921                          STATION DESCRIPTION
 DF9921
 DF9921'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9921'THE STATION IS LOCATED ABOUT 13 KM EAST OF OREGON, 10 KM SOUTHEAST OF
 DF9921'MCFARLAND, AND 3 KM NORTH OF STOUGHTON. OWNERSHIP--DANE COUNTY. TO
 DF9921'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DF9921'HIGHWAY 138 IN THE CITY OF STOUGHTON, GO NORTH ON U.S. HIGHWAY 51 FOR
 DF9921'2.3 KM TO COUNTY HIGHWAY B ON THE RIGHT, TURN RIGHT AND GO EAST ON
 DF9921'COUNTY HIGHWAY B FOR 1.6 KM TO SKYLINE DRIVE ON THE LEFT, CONTINUE
 DF9921'EAST ON COUNTY HIGHWAY B FOR 0.9 KM TO WILLIAMS DRIVE AND THE STATION
 DF9921'ON THE LEFT. THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9921'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9921'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW
 DF9921'THE HIGHWAY PAVEMENT. THE STATION IS 10.5 M NORTH OF THE CENTERLINE
 DF9921'OF COUNTY HIGHWAY B, 0.2 KM WEST OF PRIVATE ENTRANCE --2730 COUNTY
 DF9921'HIGHWAY B--, 38.2 M EAST OF THE CENTERLINE OF WILLIAMS DRIVE, 21.4 M
 DF9921'SOUTH OF A CHAIN LINK FENCE, AND 18.5 M SOUTHEAST OF THE SOUTHERNMOST
 DF9921'WOOD POST FOR A --OAK KNOLL PARK-- SIGN.  ---NOTE---THE STATION IS
 DF9921'0.6 M SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION
 DF9921'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 DF9921'THE HORIZON.
 DF9921
 DF9921                          STATION RECOVERY (2004)
 DF9921
 DF9921'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 DF9921'LOCATED IN A WELL MOWED GRASS LAWN/FIELD
 DF9921
 DF9921                          STATION RECOVERY (2006)
 DF9921
 DF9921'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9921'RECOVERED IN GOOD CONDITION.
 DF9921
 DF9921                          STATION RECOVERY (2007)
 DF9921
 DF9921'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9921'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 19.5 M
 DF9921'NORTH-NORTHWEST OF A --COUNTY B SPEED LIMIT 50-- WOOD SIGN POST.
 DF9921
 DF9921                          STATION RECOVERY (2012)
 DF9921
 DF9921'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9921'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9963 ***********************************************************************
 DF9963  DESIGNATION -  1H58
 DF9963  PID         -  DF9963
 DF9963  STATE/COUNTY-  WI/DANE
 DF9963  COUNTRY     -  US
 DF9963  USGS QUAD   -  STOUGHTON (2018)
 DF9963
 DF9963                         *CURRENT SURVEY CONTROL
 DF9963  ______________________________________________________________________
 DF9963* NAD 83(1986) POSITION- 42 56 58.0    (N) 089 12 03.6    (W)   HD_HELD2
 DF9963* NAVD 88 ORTHO HEIGHT -   258.268 (meters)      847.33  (feet) ADJUSTED
 DF9963  ______________________________________________________________________
 DF9963  GEOID HEIGHT    -        -34.276 (meters)                     GEOID18
 DF9963  DYNAMIC HEIGHT  -        258.196 (meters)      847.10  (feet) COMP
 DF9963  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 DF9963
 DF9963  VERT ORDER      -  SECOND    CLASS I
 DF9963
 DF9963.The horizontal coordinates were established by autonomous hand held GPS
 DF9963.observations and have an estimated accuracy of +/- 10 meters.
 DF9963
 DF9963.The orthometric height was determined by differential leveling and
 DF9963.adjusted by the WI DEPT OF TRANSP
 DF9963.in May 2012.
 DF9963
 DF9963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9963.GEOID18 height accuracy estimate available here.
 DF9963
 DF9963.Click photographs - Photos may exist for this station.
 DF9963
 DF9963.The dynamic height is computed by dividing the NAVD 88
 DF9963.geopotential number by the normal gravity value computed on the
 DF9963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9963.degrees latitude (g = 980.6199 gals.).
 DF9963
 DF9963.The modeled gravity was interpolated from observed gravity values.
 DF9963
 DF9963;                    North         East    Units  Estimated Accuracy
 DF9963;SPC WI S     -   105,787.      665,201.      MT  (+/- 10 meters HH2 GPS)
 DF9963
 DF9963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2044957551(NAD 83)
 DF9963
 DF9963                          SUPERSEDED SURVEY CONTROL
 DF9963
 DF9963  NAVD 88 (04/20/07)  258.249  (m)          847.27   (f) SUPERSEDED  2 1
 DF9963  NAVD 88 (02/25/04)  258.219  (m)          847.17   (f) SUPERSEDED  2 1
 DF9963
 DF9963.Superseded values are not recommended for survey control.
 DF9963
 DF9963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9963.See file dsdata.pdf to determine how the superseded data were derived.
 DF9963
 DF9963_MARKER: DD = SURVEY DISK
 DF9963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9963_STAMPING: 1H58 2002
 DF9963_MARK LOGO: WIDT
 DF9963_PROJECTION: FLUSH
 DF9963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9963+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DF9963
 DF9963  HISTORY     - Date     Condition        Report By
 DF9963  HISTORY     - 2001     MONUMENTED       WIDT
 DF9963  HISTORY     - 20041029 GOOD             USPSQD
 DF9963  HISTORY     - 20061028 GOOD             USPSQD
 DF9963  HISTORY     - 20070606 GOOD             WIDT
 DF9963  HISTORY     - 20120629 GOOD             WIDT
 DF9963
 DF9963                          STATION DESCRIPTION
 DF9963
 DF9963'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9963'THE STATION IS LOCATED ABOUT 11 KM NORTHWEST OF EDGERTON, 9 KM
 DF9963'EAST-NORTHEAST OF OREGON AND 6 KM SOUTHEAST OF MCFARLAND.
 DF9963'OWNERSHIP--TOWN OF PLEASANT SPRINGS. TO REACH THE STATION FROM THE
 DF9963'JUNCTION OF U.S. HIGHWAY 51 WITH STATE HIGHWAY 138, IN THE CITY OF
 DF9963'STOUGHTON, GO EAST ON U.S. HIGHWAY 51 (EAST MAIN STREET) FOR 4.1 KM
 DF9963'TO COUNTY HIGHWAY N ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY
 DF9963'HIGHWAY N  FOR 2.4 KM TO COUNTY HIGHWAY B ON THE LEFT, CONTINUE NORTH
 DF9963'ON COUNTY HIGHWAY N FOR 1.0 KM TO THE STATION ON THE LEFT. THE
 DF9963'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9963'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9963'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9963'HIGHWAY PAVEMENT. THE STATION IS 7.8 M WEST OF THE CENTERLINE OF
 DF9963'COUNTY HIGHWAY N, 59.5 M SOUTH OF THE SOUTHERN-MOST END OF THE WEST
 DF9963'GUARDRAIL, 42.0 M NORTHWEST OF POWER POLE --WPL 6-11-23 26/3--, AND
 DF9963'32.0 M SOUTHWEST OF POWER POLE.  ---NOTE---THE STATION IS EAST, NORTH
 DF9963'AND SOUTH OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE---THIS
 DF9963'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9963'ABOVE THE HORIZON.
 DF9963
 DF9963                          STATION RECOVERY (2004)
 DF9963
 DF9963'RECOVERY NOTE BY US POWER SQUADRON 2004 (RN)
 DF9963'RECOVERED IN GOOD CONDITION.  NOTE-- DISK ABOUT ONR METER BELOW ROAD
 DF9963'LEVEL.
 DF9963
 DF9963                          STATION RECOVERY (2006)
 DF9963
 DF9963'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPW)
 DF9963'RECOVERED IN GOOD CONDITION.
 DF9963
 DF9963                          STATION RECOVERY (2007)
 DF9963
 DF9963'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9963'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 32.0 M SOUTHWEST OF
 DF9963'POWER POLE --6-11-28 27/5-- AND 16.5 M SOUTH-SOUTHEAST OF AN ORANGE
 DF9963'OVER WHITE --AT-T WARNING BURIED FIBER OPTIC CABLE-- POST.  NOTE--
 DF9963'VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH AND SOUTH
 DF9963'EXTENDING TO 30 DEGREES AND TREES TO THE SOUTHEAST AND NORTHEAST
 DF9963'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DF9963
 DF9963                          STATION RECOVERY (2012)
 DF9963
 DF9963'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9963'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9919 ***********************************************************************
 DF9919  DESIGNATION -  1H59
 DF9919  PID         -  DF9919
 DF9919  STATE/COUNTY-  WI/DANE
 DF9919  COUNTRY     -  US
 DF9919  USGS QUAD   -  STOUGHTON (2018)
 DF9919
 DF9919                         *CURRENT SURVEY CONTROL
 DF9919  ______________________________________________________________________
 DF9919* NAD 83(1986) POSITION- 42 56 25.1    (N) 089 10 16.6    (W)   HD_HELD2
 DF9919* NAVD 88 ORTHO HEIGHT -   279.937 (meters)      918.43  (feet) ADJUSTED
 DF9919  ______________________________________________________________________
 DF9919  GEOID HEIGHT    -        -34.263 (meters)                     GEOID18
 DF9919  DYNAMIC HEIGHT  -        279.859 (meters)      918.17  (feet) COMP
 DF9919  MODELED GRAVITY -    980,336.6   (mgal)                       NAVD 88
 DF9919
 DF9919  VERT ORDER      -  SECOND    CLASS I
 DF9919
 DF9919.The horizontal coordinates were established by autonomous hand held GPS
 DF9919.observations and have an estimated accuracy of +/- 10 meters.
 DF9919
 DF9919.The orthometric height was determined by differential leveling and
 DF9919.adjusted by the WI DEPT OF TRANSP
 DF9919.in May 2012.
 DF9919
 DF9919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9919.GEOID18 height accuracy estimate available here.
 DF9919
 DF9919.Click photographs - Photos may exist for this station.
 DF9919
 DF9919.The dynamic height is computed by dividing the NAVD 88
 DF9919.geopotential number by the normal gravity value computed on the
 DF9919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9919.degrees latitude (g = 980.6199 gals.).
 DF9919
 DF9919.The modeled gravity was interpolated from observed gravity values.
 DF9919
 DF9919;                    North         East    Units  Estimated Accuracy
 DF9919;SPC WI S     -   104,795.      667,637.      MT  (+/- 10 meters HH2 GPS)
 DF9919
 DF9919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2284856473(NAD 83)
 DF9919
 DF9919                          SUPERSEDED SURVEY CONTROL
 DF9919
 DF9919  NAVD 88 (04/20/07)  279.918  (m)          918.36   (f) SUPERSEDED  2 1
 DF9919  NAVD 88 (02/25/04)  279.889  (m)          918.27   (f) SUPERSEDED  2 1
 DF9919
 DF9919.Superseded values are not recommended for survey control.
 DF9919
 DF9919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9919.See file dsdata.pdf to determine how the superseded data were derived.
 DF9919
 DF9919_MARKER: DD = SURVEY DISK
 DF9919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9919_STAMPING: 1H59 2002
 DF9919_MARK LOGO: WIDT
 DF9919_PROJECTION: FLUSH
 DF9919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9919+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DF9919
 DF9919  HISTORY     - Date     Condition        Report By
 DF9919  HISTORY     - 2001     MONUMENTED       WIDT
 DF9919  HISTORY     - 20041029 GOOD             USPSQD
 DF9919  HISTORY     - 20061028 GOOD             USPSQD
 DF9919  HISTORY     - 20120705 GOOD             WIDT
 DF9919
 DF9919                          STATION DESCRIPTION
 DF9919
 DF9919'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9919'THE STATION IS LOCATED ABOUT 15 KM NORTHWEST OF EDGERTON, 14 KM
 DF9919'SOUTHWEST OF CAMBRIDGE, AND 5 KM NORTHEAST OF STOUGHTON.
 DF9919'OWNERSHIP--TOWN OF PLEASANT SPRINGS.  TO REACH THE STATION FROM THE
 DF9919'JUNCTION OF INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH US
 DF9919'HIGHWAY 51 ABOUT 10 KM NORTH OF THE CITY OF EDGERTON, GO WEST ON US
 DF9919'HIGHWAY 51 FOR 7.0 KM TO PLEASANT HILL ROAD, TURN RIGHT AND GO NORTH
 DF9919'ON PLEASANT HILL ROAD FOR 2.4 KM TO THE STATION ON THE RIGHT.  THE
 DF9919'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9919'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9919'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD
 DF9919'PAVEMENT.  THE STATION IS 9.2 KM EAST OF THE CENTERLINE OF PLEASANT
 DF9919'HILL ROAD, 0.1 KM SOUTH OF THE CENTERLINE OF SKAALEN ROAD, 43.7 M
 DF9919'NORTH OF THE TOP CENTER OF A 80-CM DIAMETER CORRUGATED METAL CULVERT
 DF9919'PIPE, 35.0 M NORTHEAST OF POWER POLE --6-11-34 52/23--, AND 1.2 M
 DF9919'WEST OF A WOVEN WIRE FENCE.  ---NOTE---THE STATION IS SOUTH, NORTH
 DF9919'AND EAST OF THREE WHITE PLASTIC WITNESS POSTS.    ---NOTE2---THIS
 DF9919'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9919'ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE NORTHWEST EXTENDING
 DF9919'TO 20 DEGREES AND A POWER POLE TO THE SOUTHWEST EXTENDING TO 20
 DF9919'DEGREES.
 DF9919
 DF9919                          STATION RECOVERY (2004)
 DF9919
 DF9919'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 DF9919'RECOVERED IN GOOD CONDITION.
 DF9919
 DF9919                          STATION RECOVERY (2006)
 DF9919
 DF9919'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF9919'RECOVERED IN GOOD CONDITION.
 DF9919
 DF9919                          STATION RECOVERY (2012)
 DF9919
 DF9919'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9919'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9918 ***********************************************************************
 DF9918  DESIGNATION -  1H60
 DF9918  PID         -  DF9918
 DF9918  STATE/COUNTY-  WI/DANE
 DF9918  COUNTRY     -  US
 DF9918  USGS QUAD   -  STOUGHTON (2018)
 DF9918
 DF9918                         *CURRENT SURVEY CONTROL
 DF9918  ______________________________________________________________________
 DF9918* NAD 83(1986) POSITION- 42 55 19.5    (N) 089 10 16.2    (W)   HD_HELD2
 DF9918* NAVD 88 ORTHO HEIGHT -   272.299 (meters)      893.37  (feet) ADJUSTED
 DF9918  ______________________________________________________________________
 DF9918  GEOID HEIGHT    -        -34.237 (meters)                     GEOID18
 DF9918  DYNAMIC HEIGHT  -        272.223 (meters)      893.12  (feet) COMP
 DF9918  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 DF9918
 DF9918  VERT ORDER      -  SECOND    CLASS I
 DF9918
 DF9918.The horizontal coordinates were established by autonomous hand held GPS
 DF9918.observations and have an estimated accuracy of +/- 10 meters.
 DF9918
 DF9918.The orthometric height was determined by differential leveling and
 DF9918.adjusted by the WI DEPT OF TRANSP
 DF9918.in May 2012.
 DF9918
 DF9918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9918.GEOID18 height accuracy estimate available here.
 DF9918
 DF9918.Click photographs - Photos may exist for this station.
 DF9918
 DF9918.The dynamic height is computed by dividing the NAVD 88
 DF9918.geopotential number by the normal gravity value computed on the
 DF9918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9918.degrees latitude (g = 980.6199 gals.).
 DF9918
 DF9918.The modeled gravity was interpolated from observed gravity values.
 DF9918
 DF9918;                    North         East    Units  Estimated Accuracy
 DF9918;SPC WI S     -   102,771.      667,666.      MT  (+/- 10 meters HH2 GPS)
 DF9918
 DF9918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2280554449(NAD 83)
 DF9918
 DF9918                          SUPERSEDED SURVEY CONTROL
 DF9918
 DF9918  NAVD 88 (04/20/07)  272.280  (m)          893.31   (f) SUPERSEDED  2 1
 DF9918  NAVD 88 (02/25/04)  272.252  (m)          893.21   (f) SUPERSEDED  2 1
 DF9918
 DF9918.Superseded values are not recommended for survey control.
 DF9918
 DF9918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9918.See file dsdata.pdf to determine how the superseded data were derived.
 DF9918
 DF9918_MARKER: DD = SURVEY DISK
 DF9918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9918_STAMPING: 1H60 2002
 DF9918_MARK LOGO: WIDT
 DF9918_PROJECTION: FLUSH
 DF9918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9918+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DF9918
 DF9918  HISTORY     - Date     Condition        Report By
 DF9918  HISTORY     - 2001     MONUMENTED       WIDT
 DF9918  HISTORY     - 20041216 GOOD             USPSQD
 DF9918  HISTORY     - 20061028 GOOD             USPSQD
 DF9918  HISTORY     - 20070806 GOOD             WIDT
 DF9918  HISTORY     - 20120705 GOOD             WIDT
 DF9918
 DF9918                          STATION DESCRIPTION
 DF9918
 DF9918'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9918'THE STATION IS LOCATED ABOUT 15 KM SOUTHWEST OF CAMBRIDGE, 13 KM
 DF9918'NORTHWEST OF EDGERTON, AND 4 KM EAST OF STOUGHTON.  OWNERSHIP--TOWN
 DF9918'OF DUNKIRK.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DF9918'HIGHWAY 39 AND INTERSTATE HIGHWAY 90  WITH US HIGHWAY 51 (EXIT 156)
 DF9918'ABOUT 10 KM NORTH OF THE CITY OF EDGERTON, GO WEST ON US HIGHWAY 51
 DF9918'FOR 7.0 KM TO PLEASANT HILL  ROAD, TURN RIGHT AND GO NORTH ON
 DF9918'PLEASANT HILL ROAD FOR 0.4 KM TO THE STATION ON THE RIGHT. THE
 DF9918'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9918'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41 CM DIAMETER
 DF9918'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD
 DF9918'PAVEMENT.  THE STATION IS 7.4 M EAST OF THE CENTERLINE OF PLEASANT
 DF9918'HILL ROAD, 41 M SOUTH OF THE EXTENDED CENTERLINE OF SCHROEDER LANE,
 DF9918'37.8 M SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL --503 4--, 27.5 M
 DF9918'SOUTHEAST OF POWER POLE --5-11-3 51/12--, AND 4 M WEST OF A
 DF9918'CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTHEAST, NORTHEAST AND
 DF9918'WEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2--- THIS STATION
 DF9918'HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9918'HORIZON.
 DF9918
 DF9918                          STATION RECOVERY (2004)
 DF9918
 DF9918'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 DF9918'NO WITNESS POSTS REMAINING UPRIGHT
 DF9918
 DF9918                          STATION RECOVERY (2006)
 DF9918
 DF9918'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF9918'NO WITNESS POSTS
 DF9918
 DF9918                          STATION RECOVERY (2007)
 DF9918
 DF9918'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9918'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.21 MILE NORTH OF
 DF9918'US HIGHWAY 51 AND 1.0 M NORTH AND 1.0 M SOUTH OF TWO WHITE PLASTIC
 DF9918'WITNESS POSTS.
 DF9918
 DF9918                          STATION RECOVERY (2012)
 DF9918
 DF9918'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9918'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9917 ***********************************************************************
 DF9917  DESIGNATION -  1H61
 DF9917  PID         -  DF9917
 DF9917  STATE/COUNTY-  WI/DANE
 DF9917  COUNTRY     -  US
 DF9917  USGS QUAD   -  STOUGHTON (2018)
 DF9917
 DF9917                         *CURRENT SURVEY CONTROL
 DF9917  ______________________________________________________________________
 DF9917* NAD 83(1986) POSITION- 42 54 15.2    (N) 089 10 18.5    (W)   HD_HELD2
 DF9917* NAVD 88 ORTHO HEIGHT -   266.718 (meters)      875.06  (feet) ADJUSTED
 DF9917  ______________________________________________________________________
 DF9917  GEOID HEIGHT    -        -34.212 (meters)                     GEOID18
 DF9917  DYNAMIC HEIGHT  -        266.644 (meters)      874.81  (feet) COMP
 DF9917  MODELED GRAVITY -    980,334.1   (mgal)                       NAVD 88
 DF9917
 DF9917  VERT ORDER      -  SECOND    CLASS I
 DF9917
 DF9917.The horizontal coordinates were established by autonomous hand held GPS
 DF9917.observations and have an estimated accuracy of +/- 10 meters.
 DF9917
 DF9917.The orthometric height was determined by differential leveling and
 DF9917.adjusted by the WI DEPT OF TRANSP
 DF9917.in May 2012.
 DF9917
 DF9917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9917.GEOID18 height accuracy estimate available here.
 DF9917
 DF9917.Click photographs - Photos may exist for this station.
 DF9917
 DF9917.The dynamic height is computed by dividing the NAVD 88
 DF9917.geopotential number by the normal gravity value computed on the
 DF9917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9917.degrees latitude (g = 980.6199 gals.).
 DF9917
 DF9917.The modeled gravity was interpolated from observed gravity values.
 DF9917
 DF9917;                    North         East    Units  Estimated Accuracy
 DF9917;SPC WI S     -   100,787.      667,633.      MT  (+/- 10 meters HH2 GPS)
 DF9917
 DF9917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2270152467(NAD 83)
 DF9917
 DF9917                          SUPERSEDED SURVEY CONTROL
 DF9917
 DF9917  NAVD 88 (04/20/07)  266.700  (m)          875.00   (f) SUPERSEDED  2 1
 DF9917  NAVD 88 (02/25/04)  266.672  (m)          874.91   (f) SUPERSEDED  2 1
 DF9917
 DF9917.Superseded values are not recommended for survey control.
 DF9917
 DF9917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9917.See file dsdata.pdf to determine how the superseded data were derived.
 DF9917
 DF9917_MARKER: DD = SURVEY DISK
 DF9917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9917_STAMPING: 1H61 2002
 DF9917_MARK LOGO: WIDT
 DF9917_PROJECTION: FLUSH
 DF9917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9917+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2016
 DF9917
 DF9917  HISTORY     - Date     Condition        Report By
 DF9917  HISTORY     - 2001     MONUMENTED       WIDT
 DF9917  HISTORY     - 20041216 GOOD             USPSQD
 DF9917  HISTORY     - 20061028 GOOD             USPSQD
 DF9917  HISTORY     - 20070806 GOOD             WIDT
 DF9917  HISTORY     - 20120705 GOOD             WIDT
 DF9917  HISTORY     - 20160420 GOOD             INDIV
 DF9917
 DF9917                          STATION DESCRIPTION
 DF9917
 DF9917'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9917'THE STATION IS LOCATED ABOUT 17 KM SOUTHWEST OF CAMBRIDGE, 11 KM
 DF9917'NORTHWEST OF EDGERTON, AND 4 KM SOUTHEAST OF STOUGHTON.
 DF9917'OWNERSHIP--TOWN OF DUNKIRK.  TO REACH THE STATION FROM THE JUNCTION
 DF9917'OF INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90  WITH US HIGHWAY
 DF9917'51 (EXIT 156)  ABOUT 10 KM NORTH OF THE CITY OF EDGERTON, GO WEST ON
 DF9917'US HIGHWAY 51 FOR 7.0 KM TO PLEASANT HILL  ROAD, TURN LEFT AND GO
 DF9917'SOUTH ON PLEASANT HILL ROAD FOR 1.6 KM TO COUNTY HIGHWAY A, TURN
 DF9917'RIGHT AND GO WEST ON COUNTY HIGHWAY A FOR 0.1 KM TO THE STATION ON
 DF9917'THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9917'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9917'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9917'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.5 M SOUTH OF THE
 DF9917'CENTERLINE OF COUNTY HIGHWAY A, 61 M WEST OF THE EXTENDED CENTERLINE
 DF9917'OF PLEASANT HILL ROAD, 20.1 M SOUTH SOUTHWEST OF POWER POLE --5-11-10
 DF9917'50/0--, AND 3 M NORTH OF CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DF9917'SOUTH, NORTHWEST AND NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9917'---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 DF9917'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE
 DF9917'NORTHEAST EXTENDING TO 36 DEGREES.
 DF9917
 DF9917                          STATION RECOVERY (2004)
 DF9917
 DF9917'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 DF9917'RECOVERED IN GOOD CONDITION.
 DF9917
 DF9917                          STATION RECOVERY (2006)
 DF9917
 DF9917'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF9917'ONLY ONE WHITE POST
 DF9917
 DF9917                          STATION RECOVERY (2007)
 DF9917
 DF9917'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9917'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST AND 1.0
 DF9917'M WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9917
 DF9917                          STATION RECOVERY (2012)
 DF9917
 DF9917'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9917'RECOVERED AS DESCRIBED---NOTE---A GRAIN BIN AND DRYER ELEVATOR ARE
 DF9917'OBSTRUCTING TO THE SOUTHWEST AT 25  ON THE HORIZON---NOTE---THE DISK
 DF9917'IS ABOUT 1 M BELOW THE PAVEMENT SURFACE.
 DF9917
 DF9917                          STATION RECOVERY (2016)
 DF9917
 DF9917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (GRS)
 DF9917'THE 2001 DESCRIPTION INCORRECTLY STATES THE MONUMENT TO BE LEVEL WITH
 DF9917'THE HIGHWAY PAVEMENT - IT IS ABOUT 1 M (3.3 FT) BELOW THE PAVEMENT.
 DF9917'THE 2012 DESCRIPTION INCORRECTLY STATES AN OBSTRUCTION TO THE
 DF9917'SOUTHWEST AT 25 DEGREES ABOVE THE HORIZON.  THE BIN AND ELEVATOR
 DF9917'PROJECT ONLY TWO AND A HALF DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9916 ***********************************************************************
 DF9916  DESIGNATION -  1H62
 DF9916  PID         -  DF9916
 DF9916  STATE/COUNTY-  WI/DANE
 DF9916  COUNTRY     -  US
 DF9916  USGS QUAD   -  STOUGHTON (2018)
 DF9916
 DF9916                         *CURRENT SURVEY CONTROL
 DF9916  ______________________________________________________________________
 DF9916* NAD 83(1986) POSITION- 42 53 56.9    (N) 089 09 05.7    (W)   HD_HELD2
 DF9916* NAVD 88 ORTHO HEIGHT -   278.772 (meters)      914.60  (feet) ADJUSTED
 DF9916  ______________________________________________________________________
 DF9916  GEOID HEIGHT    -        -34.205 (meters)                     GEOID18
 DF9916  DYNAMIC HEIGHT  -        278.695 (meters)      914.35  (feet) COMP
 DF9916  MODELED GRAVITY -    980,334.7   (mgal)                       NAVD 88
 DF9916
 DF9916  VERT ORDER      -  SECOND    CLASS I
 DF9916
 DF9916.The horizontal coordinates were established by autonomous hand held GPS
 DF9916.observations and have an estimated accuracy of +/- 10 meters.
 DF9916
 DF9916.The orthometric height was determined by differential leveling and
 DF9916.adjusted by the WI DEPT OF TRANSP
 DF9916.in May 2012.
 DF9916
 DF9916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9916.GEOID18 height accuracy estimate available here.
 DF9916
 DF9916.Click photographs - Photos may exist for this station.
 DF9916
 DF9916.The dynamic height is computed by dividing the NAVD 88
 DF9916.geopotential number by the normal gravity value computed on the
 DF9916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9916.degrees latitude (g = 980.6199 gals.).
 DF9916
 DF9916.The modeled gravity was interpolated from observed gravity values.
 DF9916
 DF9916;                    North         East    Units  Estimated Accuracy
 DF9916;SPC WI S     -   100,239.      669,291.      MT  (+/- 10 meters HH2 GPS)
 DF9916
 DF9916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2433851860(NAD 83)
 DF9916
 DF9916                          SUPERSEDED SURVEY CONTROL
 DF9916
 DF9916  NAVD 88 (04/20/07)  278.753  (m)          914.54   (f) SUPERSEDED  2 1
 DF9916  NAVD 88 (02/25/04)  278.726  (m)          914.45   (f) SUPERSEDED  2 1
 DF9916
 DF9916.Superseded values are not recommended for survey control.
 DF9916
 DF9916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9916.See file dsdata.pdf to determine how the superseded data were derived.
 DF9916
 DF9916_MARKER: DD = SURVEY DISK
 DF9916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9916_STAMPING: 1H62 2002
 DF9916_MARK LOGO: WIDT
 DF9916_PROJECTION: FLUSH
 DF9916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9916+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2016
 DF9916
 DF9916  HISTORY     - Date     Condition        Report By
 DF9916  HISTORY     - 2001     MONUMENTED       WIDT
 DF9916  HISTORY     - 20041216 GOOD             USPSQD
 DF9916  HISTORY     - 20061028 GOOD             USPSQD
 DF9916  HISTORY     - 20070806 GOOD             WIDT
 DF9916  HISTORY     - 20120705 GOOD             WIDT
 DF9916  HISTORY     - 20160406 GOOD             INDIV
 DF9916
 DF9916                          STATION DESCRIPTION
 DF9916
 DF9916'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9916'THE STATION IS LOCATED ABOUT 16 KM SOUTHWEST OF CAMBRIDGE, 10 KM
 DF9916'NORTHWEST OF EDGERTON, 6 KM SOUTHEAST OF STOUGHTON.  OWNERSHIP--DANE
 DF9916'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DF9916'39 AND INTERSTATE HIGHWAY 90 WITH US HIGHWAY 51 ABOUT 10 KM NORTH OF
 DF9916'THE CITY OF EDGERTON, GO WEST ON US HIGHWAY 51 FOR 5.4 KM TO TOWER
 DF9916'DRIVE, TURN LEFT AND GO SOUTH ON TOWER DRIVE FOR 1.9 KM TO COUNTY
 DF9916'HIGHWAY A, CONTINUE SOUTH ON COUNTY HIGHWAY A FOR 0.5 KM TO THE
 DF9916'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9916'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9916'OF 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF A 2.4 M AND ABOUT
 DF9916'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.9 M WEST OF THE
 DF9916'CENTERLINE OF COUNTY HIGHWAY A, 33.5 M SOUTHEAST OF POWER POLE
 DF9916'--5-11-13 2/34--, 30.5 M NORTHWEST OF POWER POLE --5-11-13 2/32--,
 DF9916'AND 2 M EAST OF A CULTIVATED FIELD. ---NOTE---THE STATION IS
 DF9916'SOUTHEAST, NORTHEAST AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9916'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9916'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9916
 DF9916                          STATION RECOVERY (2004)
 DF9916
 DF9916'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 DF9916'NORTH AND SOUTH OF TWO WHITE PLASTIC WITNESS POSTS( NOT THREE), THE
 DF9916'STATION IS SOUTHWEST OF POWER POLE5-11-13 2/34 NOT SOUTHEAST
 DF9916
 DF9916                          STATION RECOVERY (2006)
 DF9916
 DF9916'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF9916'RECOVERED IN GOOD CONDITION.
 DF9916
 DF9916                          STATION RECOVERY (2007)
 DF9916
 DF9916'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9916'RECOVERED ON GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 131 M
 DF9916'NORTH OF TOWER DRIVE AND A --LEFT ARROW-- SIGN, 128 M SOUTH OF A
 DF9916'--LEFT CURVE AHEAD 25 MPH-- WOOD SIGN POST, AND 0.4 M EAST, 1.0 M
 DF9916'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9916
 DF9916                          STATION RECOVERY (2012)
 DF9916
 DF9916'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9916'RECOVERED AS DESCRIBED.
 DF9916
 DF9916                          STATION RECOVERY (2016)
 DF9916
 DF9916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (GRS)
 DF9916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9914 ***********************************************************************
 DF9914  DESIGNATION -  1H63
 DF9914  PID         -  DF9914
 DF9914  STATE/COUNTY-  WI/DANE
 DF9914  COUNTRY     -  US
 DF9914  USGS QUAD   -  ROCKDALE (2018)
 DF9914
 DF9914                         *CURRENT SURVEY CONTROL
 DF9914  ______________________________________________________________________
 DF9914* NAD 83(1986) POSITION- 42 53 24.8    (N) 089 06 46.4    (W)   HD_HELD2
 DF9914* NAVD 88 ORTHO HEIGHT -   271.051 (meters)      889.27  (feet) ADJUSTED
 DF9914  ______________________________________________________________________
 DF9914  GEOID HEIGHT    -        -34.193 (meters)                     GEOID18
 DF9914  DYNAMIC HEIGHT  -        270.975 (meters)      889.02  (feet) COMP
 DF9914  MODELED GRAVITY -    980,336.0   (mgal)                       NAVD 88
 DF9914
 DF9914  VERT ORDER      -  SECOND    CLASS I
 DF9914
 DF9914.The horizontal coordinates were established by autonomous hand held GPS
 DF9914.observations and have an estimated accuracy of +/- 10 meters.
 DF9914
 DF9914.The orthometric height was determined by differential leveling and
 DF9914.adjusted by the WI DEPT OF TRANSP
 DF9914.in May 2012.
 DF9914
 DF9914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9914.GEOID18 height accuracy estimate available here.
 DF9914
 DF9914.Click photographs - Photos may exist for this station.
 DF9914
 DF9914.The dynamic height is computed by dividing the NAVD 88
 DF9914.geopotential number by the normal gravity value computed on the
 DF9914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9914.degrees latitude (g = 980.6199 gals.).
 DF9914
 DF9914.The modeled gravity was interpolated from observed gravity values.
 DF9914
 DF9914;                    North         East    Units  Estimated Accuracy
 DF9914;SPC WI S     -    99,281.      672,461.      MT  (+/- 10 meters HH2 GPS)
 DF9914
 DF9914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2747250789(NAD 83)
 DF9914
 DF9914                          SUPERSEDED SURVEY CONTROL
 DF9914
 DF9914  NAVD 88 (04/20/07)  271.032  (m)          889.21   (f) SUPERSEDED  2 1
 DF9914  NAVD 88 (02/25/04)  271.006  (m)          889.13   (f) SUPERSEDED  2 1
 DF9914
 DF9914.Superseded values are not recommended for survey control.
 DF9914
 DF9914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9914.See file dsdata.pdf to determine how the superseded data were derived.
 DF9914
 DF9914_MARKER: DD = SURVEY DISK
 DF9914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9914_STAMPING: 1H63 2002
 DF9914_MARK LOGO: WIDT
 DF9914_PROJECTION: FLUSH
 DF9914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9914+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2016
 DF9914
 DF9914  HISTORY     - Date     Condition        Report By
 DF9914  HISTORY     - 2001     MONUMENTED       WIDT
 DF9914  HISTORY     - 20041216 GOOD             USPSQD
 DF9914  HISTORY     - 20061028 GOOD             USPSQD
 DF9914  HISTORY     - 20070806 GOOD             WIDT
 DF9914  HISTORY     - 20120705 GOOD             WIDT
 DF9914  HISTORY     - 20160412 GOOD             INDIV
 DF9914
 DF9914                          STATION DESCRIPTION
 DF9914
 DF9914'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9914'THE STATION IS LOCATED ABOUT 15 KM SOUTHWEST OF CAMBRIDGE, 9 KM
 DF9914'EAST-SOUTHEAST OF STOUGHTON, AND 7 KM NORTH-NORTHWEST OF EDGERTON.
 DF9914'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9914'INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH US HIGHWAY 51
 DF9914'ABOUT 10 KM NORTH OF THE CITY OF EDGERTON, GO WEST ON US HIGHWAY 51
 DF9914'FOR 3.8 KM TO WASHINGTON ROAD, TURN LEFT AND GO SOUTH ON WASHINGTON
 DF9914'ROAD FOR 2.4 KM TO COUNTY HIGHWAY A, TURN LEFT AND GO EAST ON COUNTY
 DF9914'HIGHWAY A FOR 2.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9914'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9914'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9914'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DF9914'IS 84 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY A, 40.2 M SOUTHWEST
 DF9914'OF POWER POLE --1D20W 5--, 6.2 M WEST OF THE CENTERLINE OF OAK DRIVE,
 DF9914'AND 2 M EAST OF A CULTIVATED FIELD. ---NOTE---THE STATION IS EAST,
 DF9914'NORTHWEST AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9914'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9914'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9914
 DF9914                          STATION RECOVERY (2004)
 DF9914
 DF9914'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 DF9914'RECOVERED IN GOOD CONDITION.
 DF9914
 DF9914                          STATION RECOVERY (2006)
 DF9914
 DF9914'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF9914'RECOVERED IN GOOD CONDITION.
 DF9914
 DF9914                          STATION RECOVERY (2007)
 DF9914
 DF9914'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9914'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 64.0 M SOUTH OF
 DF9914'TELEPHONE PEDESTAL --3474-- AND 63.5 M SOUTH OF A --DEAD END-- METAL
 DF9914'SIGN POST.
 DF9914
 DF9914                          STATION RECOVERY (2012)
 DF9914
 DF9914'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9914'RECOVERED AS DESCRIBED.
 DF9914
 DF9914                          STATION RECOVERY (2016)
 DF9914
 DF9914'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (GRS)
 DF9914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9913 ***********************************************************************
 DF9913  DESIGNATION -  1H64
 DF9913  PID         -  DF9913
 DF9913  STATE/COUNTY-  WI/DANE
 DF9913  COUNTRY     -  US
 DF9913  USGS QUAD   -  ROCKDALE (2018)
 DF9913
 DF9913                         *CURRENT SURVEY CONTROL
 DF9913  ______________________________________________________________________
 DF9913* NAD 83(1986) POSITION- 42 52 53.9    (N) 089 06 09.9    (W)   HD_HELD2
 DF9913* NAVD 88 ORTHO HEIGHT -   270.518 (meters)      887.52  (feet) ADJUSTED
 DF9913  ______________________________________________________________________
 DF9913  GEOID HEIGHT    -        -34.180 (meters)                     GEOID18
 DF9913  DYNAMIC HEIGHT  -        270.443 (meters)      887.28  (feet) COMP
 DF9913  MODELED GRAVITY -    980,336.0   (mgal)                       NAVD 88
 DF9913
 DF9913  VERT ORDER      -  SECOND    CLASS I
 DF9913
 DF9913.The horizontal coordinates were established by autonomous hand held GPS
 DF9913.observations and have an estimated accuracy of +/- 10 meters.
 DF9913
 DF9913.The orthometric height was determined by differential leveling and
 DF9913.adjusted by the WI DEPT OF TRANSP
 DF9913.in May 2012.
 DF9913
 DF9913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9913.GEOID18 height accuracy estimate available here.
 DF9913
 DF9913.Click photographs - Photos may exist for this station.
 DF9913
 DF9913.The dynamic height is computed by dividing the NAVD 88
 DF9913.geopotential number by the normal gravity value computed on the
 DF9913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9913.degrees latitude (g = 980.6199 gals.).
 DF9913
 DF9913.The modeled gravity was interpolated from observed gravity values.
 DF9913
 DF9913;                    North         East    Units  Estimated Accuracy
 DF9913;SPC WI S     -    98,336.      673,300.      MT  (+/- 10 meters HH2 GPS)
 DF9913
 DF9913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2827649815(NAD 83)
 DF9913
 DF9913                          SUPERSEDED SURVEY CONTROL
 DF9913
 DF9913  NAVD 88 (04/20/07)  270.498  (m)          887.46   (f) SUPERSEDED  2 1
 DF9913  NAVD 88 (02/25/04)  270.473  (m)          887.38   (f) SUPERSEDED  2 1
 DF9913
 DF9913.Superseded values are not recommended for survey control.
 DF9913
 DF9913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9913.See file dsdata.pdf to determine how the superseded data were derived.
 DF9913
 DF9913_MARKER: DD = SURVEY DISK
 DF9913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9913_STAMPING: 1H64 2002
 DF9913_MARK LOGO: WIDT
 DF9913_PROJECTION: FLUSH
 DF9913_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9913+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2016
 DF9913
 DF9913  HISTORY     - Date     Condition        Report By
 DF9913  HISTORY     - 2001     MONUMENTED       WIDT
 DF9913  HISTORY     - 20061028 GOOD             USPSQD
 DF9913  HISTORY     - 20070807 GOOD             WIDT
 DF9913  HISTORY     - 20120705 GOOD             WIDT
 DF9913  HISTORY     - 20160420 GOOD             INDIV
 DF9913
 DF9913                          STATION DESCRIPTION
 DF9913
 DF9913'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9913'THE STATION IS LOCATED ABOUT 32 KM SOUTHEAST OF MADISON, 22 KM
 DF9913'WEST-SOUTHWEST OF FT ATKINSON, AND 20 KM NORTH-NORTHWEST OF
 DF9913'JANESVILLE.  OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE
 DF9913'JUNCTION OF STATE HIGHWAY 73 WITH STATE HIGHWAY 106 ABOUT 5 KM NORTH
 DF9913'OF THE CITY OF EDGERTON, GO WEST, THEN SOUTHWEST ON STATE HIGHWAY 106
 DF9913'FOR 1.4 KM TO ALBION ROAD, CONTINUE SOUTHWEST ON EDGERTON ROAD FOR
 DF9913'0.5 KM TO BLIVEN ROAD, TURN RIGHT AND GO WEST ON BLIVEN ROAD FOR 2.6
 DF9913'KM TO COUNTY HIGHWAY X, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY X
 DF9913'FOR 0.6 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9913'WISCONSIIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9913'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9913'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9913'STATION IS 8.7 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY X, 37.8 M
 DF9913'NORTHWEST OF POWER POLE --5-12-20 26/17--, 34.0 M SOUTHWEST OF POWER
 DF9913'POLE --5-12-20 26/19--, AND 2 M EAST OF A CULTIVATED FIELD.
 DF9913'---NOTE---THE STATION IS EAST, SOUTHWEST AND NORTHWEST OF THREE WHITE
 DF9913'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9913'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9913
 DF9913                          STATION RECOVERY (2006)
 DF9913
 DF9913'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF9913'RECOVERED IN GOOD CONDITION.
 DF9913
 DF9913                          STATION RECOVERY (2007)
 DF9913
 DF9913'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9913'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 95 M NORTH OF
 DF9913'PRIVATE ENTRANCE --603--.
 DF9913
 DF9913                          STATION RECOVERY (2012)
 DF9913
 DF9913'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9913'RECOVERED AS DESCRIBED.
 DF9913
 DF9913                          STATION RECOVERY (2016)
 DF9913
 DF9913'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (GRS)
 DF9913'SOIL HAS SETTLED ON THE NORTH, NORTHWEST AND WEST SIDES OF THE
 DF9913'MONUMENT.  TWO NEW WITNESS POSTS WERE SET.  THE STATION 1.2 M (3.9 FT)
 DF9913'NORTH, 0.8 M (2.6 FT) EAST AND 1.1 M (3.6 FT) SOUTH OF THREE WHITE
 DF9913'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9912 ***********************************************************************
 DF9912  DESIGNATION -  1H65
 DF9912  PID         -  DF9912
 DF9912  STATE/COUNTY-  WI/DANE
 DF9912  COUNTRY     -  US
 DF9912  USGS QUAD   -  ROCKDALE (2018)
 DF9912
 DF9912                         *CURRENT SURVEY CONTROL
 DF9912  ______________________________________________________________________
 DF9912* NAD 83(1986) POSITION- 42 52 36.5    (N) 089 04 48.0    (W)   HD_HELD2
 DF9912* NAVD 88 ORTHO HEIGHT -   255.685 (meters)      838.86  (feet) ADJUSTED
 DF9912  ______________________________________________________________________
 DF9912  GEOID HEIGHT    -        -34.173 (meters)                     GEOID18
 DF9912  DYNAMIC HEIGHT  -        255.614 (meters)      838.63  (feet) COMP
 DF9912  MODELED GRAVITY -    980,336.8   (mgal)                       NAVD 88
 DF9912
 DF9912  VERT ORDER      -  SECOND    CLASS I
 DF9912
 DF9912.The horizontal coordinates were established by autonomous hand held GPS
 DF9912.observations and have an estimated accuracy of +/- 10 meters.
 DF9912
 DF9912.The orthometric height was determined by differential leveling and
 DF9912.adjusted by the WI DEPT OF TRANSP
 DF9912.in May 2012.
 DF9912
 DF9912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9912.GEOID18 height accuracy estimate available here.
 DF9912
 DF9912.Click photographs - Photos may exist for this station.
 DF9912
 DF9912.The dynamic height is computed by dividing the NAVD 88
 DF9912.geopotential number by the normal gravity value computed on the
 DF9912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9912.degrees latitude (g = 980.6199 gals.).
 DF9912
 DF9912.The modeled gravity was interpolated from observed gravity values.
 DF9912
 DF9912;                    North         East    Units  Estimated Accuracy
 DF9912;SPC WI S     -    97,820.      675,164.      MT  (+/- 10 meters HH2 GPS)
 DF9912
 DF9912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3012149233(NAD 83)
 DF9912
 DF9912                          SUPERSEDED SURVEY CONTROL
 DF9912
 DF9912  NAVD 88 (04/20/07)  255.666  (m)          838.80   (f) SUPERSEDED  2 1
 DF9912  NAVD 88 (02/25/04)  255.642  (m)          838.72   (f) SUPERSEDED  2 1
 DF9912
 DF9912.Superseded values are not recommended for survey control.
 DF9912
 DF9912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9912.See file dsdata.pdf to determine how the superseded data were derived.
 DF9912
 DF9912_MARKER: DD = SURVEY DISK
 DF9912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9912_STAMPING: 1H65 2002
 DF9912_MARK LOGO: WIDT
 DF9912_PROJECTION: FLUSH
 DF9912_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9912+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2016
 DF9912
 DF9912  HISTORY     - Date     Condition        Report By
 DF9912  HISTORY     - 2001     MONUMENTED       WIDT
 DF9912  HISTORY     - 20061028 GOOD             USPSQD
 DF9912  HISTORY     - 20070807 GOOD             WIDT
 DF9912  HISTORY     - 20110920 GOOD             WIDT
 DF9912  HISTORY     - 20120705 GOOD             WIDT
 DF9912  HISTORY     - 20160420 GOOD             INDIV
 DF9912
 DF9912                          STATION DESCRIPTION
 DF9912
 DF9912'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9912'THE STATION IS LOCATED ABOUT 34 KM SOUTHWEST OF MADISON, 24 KM
 DF9912'NORTH-NORTHWEST OF JANSEVILLE, AND 20 KM WEST-SOUTHWEST OF FT
 DF9912'ATKINSON.  OWNERSHIP--TOWN OF ALBION.  TO REACH THE STATION FROM THE
 DF9912'JUNCTION OF STATE HIGHWAY 73 WITH STATE HIGHWAY 106 ABOUT 5 KM NORTH
 DF9912'OF THE CITY OF EDGERTON, GO WEST, THEN SOUTHWEST ON STATE HIGHWAY 106
 DF9912'FOR 1.4 KM TO ALBION ROAD, CONTINUE SOUTHWEST OF EDGERTON ROAD FOR
 DF9912'0.5 KM TO BLIVEN ROAD, TURN RIGHT AND GO WEST ON BLIVEN ROAD FOR 0.7
 DF9912'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9912'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9912'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.5 M
 DF9912'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.9 M NORTH
 DF9912'OF THE CENTERLINE OF BLIVEN ROAD, 77 M WEST OF PRIVATE ENTRANCE
 DF9912'--875--, 18.7 M NORTH OF A POWER POLE, AND 2 M SOUTH OF A CULTIVATED
 DF9912'FIELD.    ---NOTE---THE STATION IS NORTH, SOUTHWEST AND SOUTHEAST OF
 DF9912'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9912'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9912'HORIZON.
 DF9912
 DF9912                          STATION RECOVERY (2006)
 DF9912
 DF9912'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF9912'RECOVERED IN GOOD CONDITION.
 DF9912
 DF9912                          STATION RECOVERY (2007)
 DF9912
 DF9912'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9912'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.16 MILE EAST OF
 DF9912'COUNTY HIGHWAY X.
 DF9912
 DF9912                          STATION RECOVERY (2011)
 DF9912
 DF9912'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (GRS)
 DF9912'RECOVERED IN GOOD CONDITION.
 DF9912
 DF9912                          STATION RECOVERY (2012)
 DF9912
 DF9912'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9912'RECOVERED AS DESCRIBED.
 DF9912
 DF9912                          STATION RECOVERY (2016)
 DF9912
 DF9912'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (GRS)
 DF9912'A NEW WHITE PLASTIC WITNESS POST WAS SET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9888 ***********************************************************************
 DF9888  DESIGNATION -  1H66
 DF9888  PID         -  DF9888
 DF9888  STATE/COUNTY-  WI/DANE
 DF9888  COUNTRY     -  US
 DF9888  USGS QUAD   -  EDGERTON (2018)
 DF9888
 DF9888                         *CURRENT SURVEY CONTROL
 DF9888  ______________________________________________________________________
 DF9888* NAD 83(1986) POSITION- 42 52 11.6    (N) 089 04 12.7    (W)   HD_HELD2
 DF9888* NAVD 88 ORTHO HEIGHT -   254.221 (meters)      834.06  (feet) ADJUSTED
 DF9888  ______________________________________________________________________
 DF9888  GEOID HEIGHT    -        -34.163 (meters)                     GEOID18
 DF9888  DYNAMIC HEIGHT  -        254.150 (meters)      833.82  (feet) COMP
 DF9888  MODELED GRAVITY -    980,336.8   (mgal)                       NAVD 88
 DF9888
 DF9888  VERT ORDER      -  SECOND    CLASS I
 DF9888
 DF9888.The horizontal coordinates were established by autonomous hand held GPS
 DF9888.observations and have an estimated accuracy of +/- 10 meters.
 DF9888
 DF9888.The orthometric height was determined by differential leveling and
 DF9888.adjusted by the WI DEPT OF TRANSP
 DF9888.in May 2012.
 DF9888
 DF9888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9888.GEOID18 height accuracy estimate available here.
 DF9888
 DF9888.Click photographs - Photos may exist for this station.
 DF9888
 DF9888.The dynamic height is computed by dividing the NAVD 88
 DF9888.geopotential number by the normal gravity value computed on the
 DF9888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9888.degrees latitude (g = 980.6199 gals.).
 DF9888
 DF9888.The modeled gravity was interpolated from observed gravity values.
 DF9888
 DF9888;                    North         East    Units  Estimated Accuracy
 DF9888;SPC WI S     -    97,060.      675,974.      MT  (+/- 10 meters HH2 GPS)
 DF9888
 DF9888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3090348445(NAD 83)
 DF9888
 DF9888                          SUPERSEDED SURVEY CONTROL
 DF9888
 DF9888  NAVD 88 (04/20/07)  254.201  (m)          833.99   (f) SUPERSEDED  2 1
 DF9888  NAVD 88 (02/25/04)  254.177  (m)          833.91   (f) SUPERSEDED  2 1
 DF9888
 DF9888.Superseded values are not recommended for survey control.
 DF9888
 DF9888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9888.See file dsdata.pdf to determine how the superseded data were derived.
 DF9888
 DF9888_MARKER: DD = SURVEY DISK
 DF9888_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9888_SP_SET: ABUTMENT
 DF9888_STAMPING: 1H66 2002
 DF9888_MARK LOGO: WIDT
 DF9888_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9888+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DF9888
 DF9888  HISTORY     - Date     Condition        Report By
 DF9888  HISTORY     - 2001     MONUMENTED       WIDT
 DF9888  HISTORY     - 20061028 GOOD             USPSQD
 DF9888  HISTORY     - 20070807 GOOD             WIDT
 DF9888  HISTORY     - 20110920 GOOD             WIDT
 DF9888  HISTORY     - 20120705 GOOD             WIDT
 DF9888
 DF9888                          STATION DESCRIPTION
 DF9888
 DF9888'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9888'THE STATION IS LOCATED ABOUT 20 KM WEST-SOUTHWEST OF FORT ATKINSON,
 DF9888'16 KM SOUTH OF CAMBRIDGE, AND 4 KM NORTH OF EDGERTON. OWNERSHIP--TOWN
 DF9888'OF ALBION. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73
 DF9888'WITH STATE HIGHWAY 106 ABOUT 6 KM NORTH OF THE CITY OF EDGERTON,
 DF9888'SOUTHWEST ON STATE HIGHWAY 106 FOR 1.3 KM TO ALBION ROAD, CONTINUE
 DF9888'SOUTHWEST ON EDGERTON ROAD FOR 1.1 KM TO BRIDGE --B-13-236-65-- OVER
 DF9888'SAUNDERS CREEK AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9888'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9888'STATION  DISK SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 DF9888'BRIDGE ABUTMENT ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DF9888'5.3 M WEST OF THE CENTERLINE OF EDGERTON ROAD, 0.8 KM SOUTH OF BLIVEN
 DF9888'ROAD, AND 2.1 KM NORTH OF JACOBS ROAD.    ---NOTE---THE STATION IS 0.4
 DF9888'M SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION
 DF9888'IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE SOUTH.
 DF9888
 DF9888                          STATION RECOVERY (2006)
 DF9888
 DF9888'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF9888'RECOVERED IN GOOD CONDITION.
 DF9888
 DF9888                          STATION RECOVERY (2007)
 DF9888
 DF9888'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9888'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M SOUTHWEST OF
 DF9888'A WHITE PLASTIC WITNESS POST.
 DF9888
 DF9888                          STATION RECOVERY (2011)
 DF9888
 DF9888'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (GRS)
 DF9888'RECOVERED IN GOOD CONDITION.
 DF9888
 DF9888                          STATION RECOVERY (2012)
 DF9888
 DF9888'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9888'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9889 ***********************************************************************
 DF9889  DESIGNATION -  1H67
 DF9889  PID         -  DF9889
 DF9889  STATE/COUNTY-  WI/DANE
 DF9889  COUNTRY     -  US
 DF9889  USGS QUAD   -  EDGERTON (2018)
 DF9889
 DF9889                         *CURRENT SURVEY CONTROL
 DF9889  ______________________________________________________________________
 DF9889* NAD 83(1986) POSITION- 42 51 22.1    (N) 089 04 01.4    (W)   HD_HELD2
 DF9889* NAVD 88 ORTHO HEIGHT -   264.590 (meters)      868.08  (feet) ADJUSTED
 DF9889  ______________________________________________________________________
 DF9889  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 DF9889  DYNAMIC HEIGHT  -        264.516 (meters)      867.83  (feet) COMP
 DF9889  MODELED GRAVITY -    980,336.2   (mgal)                       NAVD 88
 DF9889
 DF9889  VERT ORDER      -  SECOND    CLASS I
 DF9889
 DF9889.The horizontal coordinates were established by autonomous hand held GPS
 DF9889.observations and have an estimated accuracy of +/- 10 meters.
 DF9889
 DF9889.The orthometric height was determined by differential leveling and
 DF9889.adjusted by the WI DEPT OF TRANSP
 DF9889.in May 2012.
 DF9889
 DF9889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9889.GEOID18 height accuracy estimate available here.
 DF9889
 DF9889.Click photographs - Photos may exist for this station.
 DF9889
 DF9889.The dynamic height is computed by dividing the NAVD 88
 DF9889.geopotential number by the normal gravity value computed on the
 DF9889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9889.degrees latitude (g = 980.6199 gals.).
 DF9889
 DF9889.The modeled gravity was interpolated from observed gravity values.
 DF9889
 DF9889;                    North         East    Units  Estimated Accuracy
 DF9889;SPC WI S     -    95,536.      676,247.      MT  (+/- 10 meters HH2 GPS)
 DF9889
 DF9889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3112246911(NAD 83)
 DF9889
 DF9889                          SUPERSEDED SURVEY CONTROL
 DF9889
 DF9889  NAVD 88 (04/20/07)  264.570  (m)          868.01   (f) SUPERSEDED  2 1
 DF9889  NAVD 88 (02/25/04)  264.547  (m)          867.93   (f) SUPERSEDED  2 1
 DF9889
 DF9889.Superseded values are not recommended for survey control.
 DF9889
 DF9889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9889.See file dsdata.pdf to determine how the superseded data were derived.
 DF9889
 DF9889_MARKER: DD = SURVEY DISK
 DF9889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9889_STAMPING: 1H67 2002
 DF9889_MARK LOGO: WIDT
 DF9889_PROJECTION: FLUSH
 DF9889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9889+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DF9889
 DF9889  HISTORY     - Date     Condition        Report By
 DF9889  HISTORY     - 2001     MONUMENTED       WIDT
 DF9889  HISTORY     - 20061028 GOOD             USPSQD
 DF9889  HISTORY     - 20070807 GOOD             WIDT
 DF9889  HISTORY     - 20110920 GOOD             WIDT
 DF9889  HISTORY     - 20120705 GOOD             WIDT
 DF9889
 DF9889                          STATION DESCRIPTION
 DF9889
 DF9889'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9889'THE STATION IS LOCATED ABOUT 20 KM SOUTHWEST OF FT ATKINSON, 14 KM
 DF9889'SOUTHEAST OF STOUGHTON, AND 2 KM NORTH OF EDGERTON.  OWNERSHIP--TOWN
 DF9889'OF ALBION.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DF9889'73 WITH STATE HIGHWAY 106 ABOUT 6 KM NORTH OF THE CITY OF EDGERTON,
 DF9889'GO SOUTHWEST ON STATE HIGHWAY 106 FOR 1.4 KM TO ALBION ROAD AND
 DF9889'EDGERTON ROAD (AHEAD), CONTINUE SOUTHWEST ON EDGERTON ROAD FOR 2.8 KM
 DF9889'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9889'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9889'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9889'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 18.4 M
 DF9889'SOUTHEAST OF THE CENTERLINE OF EDGERTON ROAD, 36.0 M WEST-SOUTHWEST
 DF9889'OF POWER POLE --5-12-34 16/32--, 20.6 M NORTHEAST OF A WOOD POST FOR
 DF9889'A --DEAD END-- SIGN, 13.0 M SOUTH THE TOP CENTER OF TELEPHONE
 DF9889'PEDESTAL --1968-2--, AND 8.5 M NORTH-NORTHWEST OF THE CENTERLINE OF
 DF9889'PRIVATE ENTRANCE --156--. ---NOTE---THE STATION IS SOUTH-SOUTHWEST,
 DF9889'NORTHWEST AND EAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9889'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9889'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE SOUTHEAST
 DF9889'EXTENDING TO 27 DEGREES AND A TELEPHONE POLE TO THE SOUTH EXTENDING
 DF9889'TO 25 DEGREES.
 DF9889
 DF9889                          STATION RECOVERY (2006)
 DF9889
 DF9889'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF9889'RECOVERED IN GOOD CONDITION.
 DF9889
 DF9889                          STATION RECOVERY (2007)
 DF9889
 DF9889'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9889'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9889'STATION ARE TREES IN THE SOUTH QUADRANTS EXTENDING TO 40 DEGREES ABOVE
 DF9889'THE HORIZON.
 DF9889
 DF9889                          STATION RECOVERY (2011)
 DF9889
 DF9889'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (GRS)
 DF9889'THE STATION IS 1 M NORTH AND 1 M SOUTHEAST OF TWO WHITE PLASTIC
 DF9889'WITNESS POSTS.
 DF9889
 DF9889                          STATION RECOVERY (2012)
 DF9889
 DF9889'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9889'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9890 ***********************************************************************
 DF9890  DESIGNATION -  1H68
 DF9890  PID         -  DF9890
 DF9890  STATE/COUNTY-  WI/ROCK
 DF9890  COUNTRY     -  US
 DF9890  USGS QUAD   -  EDGERTON (2018)
 DF9890
 DF9890                         *CURRENT SURVEY CONTROL
 DF9890  ______________________________________________________________________
 DF9890* NAD 83(1986) POSITION- 42 50 25.4    (N) 089 04 09.7    (W)   HD_HELD2
 DF9890* NAVD 88 ORTHO HEIGHT -   249.303 (meters)      817.92  (feet) ADJUSTED
 DF9890  ______________________________________________________________________
 DF9890  GEOID HEIGHT    -        -34.120 (meters)                     GEOID18
 DF9890  DYNAMIC HEIGHT  -        249.233 (meters)      817.69  (feet) COMP
 DF9890  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 DF9890
 DF9890  VERT ORDER      -  SECOND    CLASS I
 DF9890
 DF9890.The horizontal coordinates were established by autonomous hand held GPS
 DF9890.observations and have an estimated accuracy of +/- 10 meters.
 DF9890
 DF9890.The orthometric height was determined by differential leveling and
 DF9890.adjusted by the WI DEPT OF TRANSP
 DF9890.in May 2012.
 DF9890
 DF9890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9890.GEOID18 height accuracy estimate available here.
 DF9890
 DF9890.Click photographs - Photos may exist for this station.
 DF9890
 DF9890.The dynamic height is computed by dividing the NAVD 88
 DF9890.geopotential number by the normal gravity value computed on the
 DF9890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9890.degrees latitude (g = 980.6199 gals.).
 DF9890
 DF9890.The modeled gravity was interpolated from observed gravity values.
 DF9890
 DF9890;                    North         East    Units  Estimated Accuracy
 DF9890;SPC WI S     -    93,784.      676,078.      MT  (+/- 10 meters HH2 GPS)
 DF9890
 DF9890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3089145167(NAD 83)
 DF9890
 DF9890                          SUPERSEDED SURVEY CONTROL
 DF9890
 DF9890  NAVD 88 (04/20/07)  249.283  (m)          817.86   (f) SUPERSEDED  2 1
 DF9890  NAVD 88 (02/25/04)  249.261  (m)          817.78   (f) SUPERSEDED  2 1
 DF9890
 DF9890.Superseded values are not recommended for survey control.
 DF9890
 DF9890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9890.See file dsdata.pdf to determine how the superseded data were derived.
 DF9890
 DF9890_MARKER: DD = SURVEY DISK
 DF9890_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF9890_SP_SET: BRIDGE ABUTMENT
 DF9890_STAMPING: 1H68 2002
 DF9890_MARK LOGO: WIDT
 DF9890_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9890+STABILITY: SURFACE MOTION
 DF9890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9890+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DF9890
 DF9890  HISTORY     - Date     Condition        Report By
 DF9890  HISTORY     - 2001     MONUMENTED       WIDT
 DF9890  HISTORY     - 20040411 GOOD             USPSQD
 DF9890  HISTORY     - 20061021 GOOD             USPSQD
 DF9890
 DF9890                          STATION DESCRIPTION
 DF9890
 DF9890'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9890'THE STATION IS LOCATED IN THE CITY OF EDGERTON.  OWNERSHIP--CITY OF
 DF9890'EDGERTOWN.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51
 DF9890'WITH STATE HIGHWAY 59 AT THE INTERSECTION OF MAIN STREET AND FULTON
 DF9890'STREET IN THE CITY OF EDGERTON, GO WEST ON STATE HIGHWAY 59 (FULTON
 DF9890'STREET) TO ALBION STREET ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DF9890'ALBION STREET FOR 0.4 KM TO RANDOLPH STREET ON THE RIGHT, TURN RIGHT
 DF9890'AND GO NORTHEAST ON RANDOLPH STREET FOR 0.2 KM TO BRIDGE
 DF9890'--B-53-166-92-- OVER SAUNDERS CREEK AND THE STATION ON THE RIGHT.
 DF9890'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9890'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTH END OF THE EAST
 DF9890'BRIDGE ABUTMENT.  THE STATION IS 6.8 M SOUTH OF THE CENTERLINE OF
 DF9890'RANDOLPH STREET, 43 M NORTHEAST OF THE CENTER OF PRIVATE ENTRANCE
 DF9890'--315 RANDOLPH STREET--, AND 32 M SOUTHWEST OF THE CENTER OF PRIVATE
 DF9890'ENTRANCE --405--.  ---NOTE---THE STATION IS 0.2 WEST OF A WHITE
 DF9890'PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DF9890'OBSERVATIONS DUE TO TREES OVERHEAD.
 DF9890
 DF9890                          STATION RECOVERY (2004)
 DF9890
 DF9890'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9890'RECOVERED IN GOOD CONDITION.
 DF9890
 DF9890                          STATION RECOVERY (2006)
 DF9890
 DF9890'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9676 ***********************************************************************
 DF9676  DESIGNATION -  1J01
 DF9676  PID         -  DF9676
 DF9676  STATE/COUNTY-  WI/ROCK
 DF9676  COUNTRY     -  US
 DF9676  USGS QUAD   -  SHOPIERE (2018)
 DF9676
 DF9676                         *CURRENT SURVEY CONTROL
 DF9676  ______________________________________________________________________
 DF9676* NAD 83(1986) POSITION- 42 36 19.1    (N) 088 57 13.8    (W)   HD_HELD2
 DF9676* NAVD 88 ORTHO HEIGHT -   265.697 (meters)      871.71  (feet) ADJUSTED
 DF9676  ______________________________________________________________________
 DF9676  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 DF9676  DYNAMIC HEIGHT  -        265.619 (meters)      871.45  (feet) COMP
 DF9676  MODELED GRAVITY -    980,318.5   (mgal)                       NAVD 88
 DF9676
 DF9676  VERT ORDER      -  SECOND    CLASS I
 DF9676
 DF9676.The horizontal coordinates were established by autonomous hand held GPS
 DF9676.observations and have an estimated accuracy of +/- 10 meters.
 DF9676
 DF9676.The orthometric height was determined by differential leveling and
 DF9676.adjusted by the WI DEPT OF TRANSP
 DF9676.in May 2012.
 DF9676
 DF9676.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9676.GEOID18 height accuracy estimate available here.
 DF9676
 DF9676.Click photographs - Photos may exist for this station.
 DF9676
 DF9676.The dynamic height is computed by dividing the NAVD 88
 DF9676.geopotential number by the normal gravity value computed on the
 DF9676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9676.degrees latitude (g = 980.6199 gals.).
 DF9676
 DF9676.The modeled gravity was interpolated from observed gravity values.
 DF9676
 DF9676;                    North         East    Units  Estimated Accuracy
 DF9676;SPC WI S     -    67,783.      685,850.      MT  (+/- 10 meters HH2 GPS)
 DF9676
 DF9676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3972818836(NAD 83)
 DF9676
 DF9676                          SUPERSEDED SURVEY CONTROL
 DF9676
 DF9676  NAVD 88 (04/20/07)  265.677  (m)          871.64   (f) SUPERSEDED  2 1
 DF9676  NAVD 88 (02/25/04)  265.695  (m)          871.70   (f) SUPERSEDED  2 1
 DF9676
 DF9676.Superseded values are not recommended for survey control.
 DF9676
 DF9676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9676.See file dsdata.pdf to determine how the superseded data were derived.
 DF9676
 DF9676_MARKER: DD = SURVEY DISK
 DF9676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9676_STAMPING: 1J01 2002
 DF9676_MARK LOGO: WIDT
 DF9676_PROJECTION: FLUSH
 DF9676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9676+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 DF9676
 DF9676  HISTORY     - Date     Condition        Report By
 DF9676  HISTORY     - 2001     MONUMENTED       WIDT
 DF9676  HISTORY     - 20070827 GOOD             WIDT
 DF9676
 DF9676                          STATION DESCRIPTION
 DF9676
 DF9676'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9676'THE STATION IS LOCATED ABOUT 12 KM NORTHEAST OF BELOIT, 10 KM
 DF9676'SOUTHEAST OF JANESVILLE, AND 9 KM NORTHWEST OF CLINTON.
 DF9676'OWNERSHIP--TOWN OF LA PRAIRIE.    TO REACH THE STATION FROM THE
 DF9676'JUNCTION OF INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH
 DF9676'STATE HIGHWAY 351 AND AVALON ROAD (EXIT 177) ABOUT 6 KM SOUTHEAST OF
 DF9676'THE CITY OF JANESVILLE, GO EAST ON AVALON ROAD FOR 0.8 KM TO COUNTY
 DF9676'HIGHWAY J, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY J FOR 3.2 KM TO
 DF9676'ELM DRIVE ON THE LEFT, TURN LEFT AND GO EAST ON ELM DRIVE FOR 1.5 KM
 DF9676'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9676'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9676'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9676'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.8 M SOUTH
 DF9676'OF THE CENTERLINE OF ELM DRIVE, 0.9 KM WEST OF BELDING ROAD, 10 M
 DF9676'EAST OF A FIELD ENTRANCE, AND 2 M NORTH OF A CULTIVATED FIELD.
 DF9676'---NOTE---THE STATION IS SOUTH, EAST AND WEST OF THREE WHITE PLASTIC
 DF9676'WITNESS POSTS. ---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9676'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9676
 DF9676                          STATION RECOVERY (2007)
 DF9676
 DF9676'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9676'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9675 ***********************************************************************
 DF9675  DESIGNATION -  1J02
 DF9675  PID         -  DF9675
 DF9675  STATE/COUNTY-  WI/ROCK
 DF9675  COUNTRY     -  US
 DF9675  USGS QUAD   -  SHOPIERE (2018)
 DF9675
 DF9675                         *CURRENT SURVEY CONTROL
 DF9675  ______________________________________________________________________
 DF9675* NAD 83(1986) POSITION- 42 36 18.3    (N) 088 56 06.5    (W)   HD_HELD2
 DF9675* NAVD 88 ORTHO HEIGHT -   261.001 (meters)      856.30  (feet) ADJUSTED
 DF9675  ______________________________________________________________________
 DF9675  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 DF9675  DYNAMIC HEIGHT  -        260.923 (meters)      856.04  (feet) COMP
 DF9675  MODELED GRAVITY -    980,317.8   (mgal)                       NAVD 88
 DF9675
 DF9675  VERT ORDER      -  SECOND    CLASS I
 DF9675
 DF9675.The horizontal coordinates were established by autonomous hand held GPS
 DF9675.observations and have an estimated accuracy of +/- 10 meters.
 DF9675
 DF9675.The orthometric height was determined by differential leveling and
 DF9675.adjusted by the WI DEPT OF TRANSP
 DF9675.in May 2012.
 DF9675
 DF9675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9675.GEOID18 height accuracy estimate available here.
 DF9675
 DF9675.Click photographs - Photos may exist for this station.
 DF9675
 DF9675.The dynamic height is computed by dividing the NAVD 88
 DF9675.geopotential number by the normal gravity value computed on the
 DF9675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9675.degrees latitude (g = 980.6199 gals.).
 DF9675
 DF9675.The modeled gravity was interpolated from observed gravity values.
 DF9675
 DF9675;                    North         East    Units  Estimated Accuracy
 DF9675;SPC WI S     -    67,778.      687,384.      MT  (+/- 10 meters HH2 GPS)
 DF9675
 DF9675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4126118776(NAD 83)
 DF9675
 DF9675                          SUPERSEDED SURVEY CONTROL
 DF9675
 DF9675  NAVD 88 (04/20/07)  260.981  (m)          856.24   (f) SUPERSEDED  2 1
 DF9675  NAVD 88 (02/25/04)  261.000  (m)          856.30   (f) SUPERSEDED  2 1
 DF9675
 DF9675.Superseded values are not recommended for survey control.
 DF9675
 DF9675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9675.See file dsdata.pdf to determine how the superseded data were derived.
 DF9675
 DF9675_MARKER: DD = SURVEY DISK
 DF9675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9675_STAMPING: 1J02 2002
 DF9675_MARK LOGO: WIDT
 DF9675_PROJECTION: FLUSH
 DF9675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9675+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 DF9675
 DF9675  HISTORY     - Date     Condition        Report By
 DF9675  HISTORY     - 2001     MONUMENTED       WIDT
 DF9675  HISTORY     - 20070827 GOOD             WIDT
 DF9675
 DF9675                          STATION DESCRIPTION
 DF9675
 DF9675'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9675'THE STATION IS LOCATED ABOUT 12 KM NORTHEAST OF BELOIT, 11 KM
 DF9675'SOUTHEAST OF JANESVILLE, AND 9 KM NORTHWEST OF CLINTON.
 DF9675'OWNERSHIP--TOWN OF LA PRAIRIE.    TO REACH THE STATION FROM THE
 DF9675'JUNCTION OF INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH
 DF9675'STATE HIGHWAY 351 AND AVALON ROAD (EXIT 177) ABOUT 6 KM SOUTHEAST OF
 DF9675'THE THE CITY OF JANESVILLE, GO WEST ON AVALON ROAD FOR 0.8 KM TO
 DF9675'COUNTY HIGHWAY J, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY J FOR 3.2
 DF9675'KM TO ELM DRIVE ON THE LEFT, TURN LEFT AND GO EAST ON ELM DRIVE FOR
 DF9675'2.4 KM TO BELDING ROAD, CONTINUE EAST ON ELM DRIVE FOR 0.6 KM TO THE
 DF9675'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9675'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9675'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT
 DF9675'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.7 M NORTH OF THE
 DF9675'CENTERLINE OF ELM DRIVE, 51 M NORTHEAST OF POWER POLE --4 E 27R11A--,
 DF9675'38.8 M NORTHWEST OF POWER POLE --4 E 27R12--, AND 1 M SOUTH OF A
 DF9675'CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, EAST AND WEST OF
 DF9675'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9675'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9675'HORIZON.
 DF9675
 DF9675                          STATION RECOVERY (2007)
 DF9675
 DF9675'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9675'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 55.5 M WEST OF A
 DF9675'METAL PIPE CULVERT.  ---NOTE--- THE MONUMENT IS RECESSED 10 CM BELOW
 DF9675'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9674 ***********************************************************************
 DF9674  DESIGNATION -  1J03
 DF9674  PID         -  DF9674
 DF9674  STATE/COUNTY-  WI/ROCK
 DF9674  COUNTRY     -  US
 DF9674  USGS QUAD   -  SHOPIERE (2018)
 DF9674
 DF9674                         *CURRENT SURVEY CONTROL
 DF9674  ______________________________________________________________________
 DF9674* NAD 83(1986) POSITION- 42 36 00.14   (N) 088 54 56.32   (W)   HD_HELD1
 DF9674* NAVD 88 ORTHO HEIGHT -   258.911 (meters)      849.44  (feet) ADJUSTED
 DF9674  ______________________________________________________________________
 DF9674  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 DF9674  DYNAMIC HEIGHT  -        258.834 (meters)      849.19  (feet) COMP
 DF9674  MODELED GRAVITY -    980,316.4   (mgal)                       NAVD 88
 DF9674
 DF9674  VERT ORDER      -  SECOND    CLASS I
 DF9674
 DF9674.The horizontal coordinates were determined by differentially corrected
 DF9674.hand held GPS observations or other comparable positioning techniques
 DF9674.and have an estimated accuracy of +/- 3 meters.
 DF9674
 DF9674.The orthometric height was determined by differential leveling and
 DF9674.adjusted by the WI DEPT OF TRANSP
 DF9674.in May 2012.
 DF9674
 DF9674.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9674.GEOID18 height accuracy estimate available here.
 DF9674
 DF9674.Click photographs - Photos may exist for this station.
 DF9674
 DF9674.The dynamic height is computed by dividing the NAVD 88
 DF9674.geopotential number by the normal gravity value computed on the
 DF9674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9674.degrees latitude (g = 980.6199 gals.).
 DF9674
 DF9674.The modeled gravity was interpolated from observed gravity values.
 DF9674
 DF9674;                    North         East    Units  Estimated Accuracy
 DF9674;SPC WI S     -    67,238.4     688,990.9     MT  (+/- 3 meters HH1 GPS) 
 DF9674
 DF9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4284718179(NAD 83)
 DF9674
 DF9674                          SUPERSEDED SURVEY CONTROL
 DF9674
 DF9674  NAVD 88 (04/20/07)  258.891  (m)          849.38   (f) SUPERSEDED  2 1
 DF9674  NAVD 88 (02/25/04)  258.914  (m)          849.45   (f) SUPERSEDED  2 1
 DF9674
 DF9674.Superseded values are not recommended for survey control.
 DF9674
 DF9674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9674.See file dsdata.pdf to determine how the superseded data were derived.
 DF9674
 DF9674_MARKER: DD = SURVEY DISK
 DF9674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9674_STAMPING: 1J03 2002
 DF9674_MARK LOGO: WIDT
 DF9674_PROJECTION: FLUSH
 DF9674_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9674+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 DF9674
 DF9674  HISTORY     - Date     Condition        Report By
 DF9674  HISTORY     - 2001     MONUMENTED       WIDT
 DF9674  HISTORY     - 20070827 GOOD             WIDT
 DF9674
 DF9674                          STATION DESCRIPTION
 DF9674
 DF9674'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9674'THE STATION IS LOCATED ABOUT 13 KM SOUTHEAST OF JANESVILLE, 13 KM
 DF9674'NORTHEAST OF BELOIT, AND 6 KM NORTHWEST OF CLINTON. OWNERSHIP--TOWN
 DF9674'OF LA PRAIRIE. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DF9674'HIGHWAY 43 WITH STATE HIGHWAY 140 (EXIT 6) IN THE VILLAGE OF CLINTON,
 DF9674'GO NORTH ON STATE HIGHWAY 140 FOR 3.0 KM TO EAST CREEK ROAD, TURN
 DF9674'LEFT AND GO WEST ON EAST CREEK ROAD FOR 4.6 KM TO MILTON SHOPIERE
 DF9674'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON MILTON SHOPIERE ROAD
 DF9674'FOR 1.0 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9674'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9674'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9674'A DEPTH OF 2.1 M, SET ON BEDROCK AND ABOUT LEVEL WITH THE ROAD
 DF9674'PAVEMENT. THE STATION IS 7.8 M EAST OF THE CENTERLINE OF MILTON
 DF9674'SHOPIERE ROAD, 0.5 KM SOUTH OF THE CENTERLINE OF ELM ROAD, AND 30.0 M
 DF9674'NORTHEAST OF POWER POLE --4E26R 6--.  ---NOTE---THE STATION IS NORTH,
 DF9674'SOUTH AND EAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9674'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9674'ABOVE THE HORIZON.
 DF9674
 DF9674                          STATION RECOVERY (2007)
 DF9674
 DF9674'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9674'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 82.0 M SOUTH OF A
 DF9674'--T-INTERSECTION AHEAD-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9673 ***********************************************************************
 DF9673  DESIGNATION -  1J04
 DF9673  PID         -  DF9673
 DF9673  STATE/COUNTY-  WI/ROCK
 DF9673  COUNTRY     -  US
 DF9673  USGS QUAD   -  SHOPIERE (2018)
 DF9673
 DF9673                         *CURRENT SURVEY CONTROL
 DF9673  ______________________________________________________________________
 DF9673* NAD 83(1986) POSITION- 42 35 34.6    (N) 088 54 30.9    (W)   HD_HELD2
 DF9673* NAVD 88 ORTHO HEIGHT -   248.471 (meters)      815.19  (feet) ADJUSTED
 DF9673  ______________________________________________________________________
 DF9673  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 DF9673  DYNAMIC HEIGHT  -        248.396 (meters)      814.95  (feet) COMP
 DF9673  MODELED GRAVITY -    980,315.3   (mgal)                       NAVD 88
 DF9673
 DF9673  VERT ORDER      -  SECOND    CLASS I
 DF9673
 DF9673.The horizontal coordinates were established by autonomous hand held GPS
 DF9673.observations and have an estimated accuracy of +/- 10 meters.
 DF9673
 DF9673.The orthometric height was determined by differential leveling and
 DF9673.adjusted by the WI DEPT OF TRANSP
 DF9673.in May 2012.
 DF9673
 DF9673.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9673.GEOID18 height accuracy estimate available here.
 DF9673
 DF9673.Click photographs - Photos may exist for this station.
 DF9673
 DF9673.The dynamic height is computed by dividing the NAVD 88
 DF9673.geopotential number by the normal gravity value computed on the
 DF9673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9673.degrees latitude (g = 980.6199 gals.).
 DF9673
 DF9673.The modeled gravity was interpolated from observed gravity values.
 DF9673
 DF9673;                    North         East    Units  Estimated Accuracy
 DF9673;SPC WI S     -    66,458.      689,581.      MT  (+/- 10 meters HH2 GPS)
 DF9673
 DF9673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4340917379(NAD 83)
 DF9673
 DF9673                          SUPERSEDED SURVEY CONTROL
 DF9673
 DF9673  NAVD 88 (04/20/07)  248.451  (m)          815.13   (f) SUPERSEDED  2 1
 DF9673  NAVD 88 (02/25/04)  248.476  (m)          815.21   (f) SUPERSEDED  2 1
 DF9673
 DF9673.Superseded values are not recommended for survey control.
 DF9673
 DF9673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9673.See file dsdata.pdf to determine how the superseded data were derived.
 DF9673
 DF9673_MARKER: DD = SURVEY DISK
 DF9673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9673_STAMPING: 1J04 2002
 DF9673_MARK LOGO: WIDT
 DF9673_PROJECTION: FLUSH
 DF9673_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9673+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 DF9673
 DF9673  HISTORY     - Date     Condition        Report By
 DF9673  HISTORY     - 2001     MONUMENTED       WIDT
 DF9673  HISTORY     - 20070827 GOOD             WIDT
 DF9673
 DF9673                          STATION DESCRIPTION
 DF9673
 DF9673'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9673'THE STATION IS LOCATED ABOUT 13 KM SOUTHEAST OF JANESVILLE, 13 KM
 DF9673'NORTHEAST OF BELOIT, AND 5 KM NORTHWEST OF CLINTON. OWNERSHIP--TOWN
 DF9673'OF LA PRAIRIE. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DF9673'HIGHWAY 43 WITH STATE HIGHWAY 140 (EXIT 6) IN THE VILLAGE OF CLINTON,
 DF9673'GO NORTH ON STATE HIGHWAY 140 FOR 3.0 KM TO EAST CREEK ROAD, TURN
 DF9673'LEFT AND GO WEST ON EAST CREEK ROAD FOR 1.9 KM TO EMERALD GROVE ROAD
 DF9673'ON THE RIGHT, CONTINUE WEST ON EAST CREEK ROAD FOR 2.0 KM TO THE
 DF9673'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9673'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9673'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9673'LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 8.7 M SOUTH OF THE
 DF9673'CENTERLINE OF EAST CREEK ROAD, 0.6 KM EAST OF MILTON SHOPIERE ROAD,
 DF9673'21.7 M SOUTHWEST OF A POWER POLE, AND 1.4 M NORTH OF A BARBED WIRE
 DF9673'FENCE.    ---NOTE---THE STATION IS EAST AND WEST OF TWO WHITE PLASTIC
 DF9673'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTION
 DF9673'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT A POWER
 DF9673'POLE TO THE NORTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DF9673
 DF9673                          STATION RECOVERY (2007)
 DF9673
 DF9673'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9673'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.11 MILE WEST OF
 DF9673'PRIVATE ENTRANCE --7101-- AND 21.5 M SOUTHWEST OF POWER POLE
 DF9673'--4E36W11--.  ---NOTE--- THE STATION IS SUBJECT TO FLOODING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9672 ***********************************************************************
 DF9672  DESIGNATION -  1J05
 DF9672  PID         -  DF9672
 DF9672  STATE/COUNTY-  WI/ROCK
 DF9672  COUNTRY     -  US
 DF9672  USGS QUAD   -  SHOPIERE (2018)
 DF9672
 DF9672                         *CURRENT SURVEY CONTROL
 DF9672  ______________________________________________________________________
 DF9672* NAD 83(1986) POSITION- 42 35 43.87   (N) 088 53 05.42   (W)   HD_HELD1
 DF9672* NAVD 88 ORTHO HEIGHT -   253.568 (meters)      831.91  (feet) ADJUSTED
 DF9672  ______________________________________________________________________
 DF9672  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 DF9672  DYNAMIC HEIGHT  -        253.492 (meters)      831.67  (feet) COMP
 DF9672  MODELED GRAVITY -    980,314.6   (mgal)                       NAVD 88
 DF9672
 DF9672  VERT ORDER      -  SECOND    CLASS I
 DF9672
 DF9672.The horizontal coordinates were determined by differentially corrected
 DF9672.hand held GPS observations or other comparable positioning techniques
 DF9672.and have an estimated accuracy of +/- 3 meters.
 DF9672
 DF9672.The orthometric height was determined by differential leveling and
 DF9672.adjusted by the WI DEPT OF TRANSP
 DF9672.in May 2012.
 DF9672
 DF9672.No vertical observational check was made to the station.
 DF9672
 DF9672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9672.GEOID18 height accuracy estimate available here.
 DF9672
 DF9672.Click photographs - Photos may exist for this station.
 DF9672
 DF9672.The dynamic height is computed by dividing the NAVD 88
 DF9672.geopotential number by the normal gravity value computed on the
 DF9672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9672.degrees latitude (g = 980.6199 gals.).
 DF9672
 DF9672.The modeled gravity was interpolated from observed gravity values.
 DF9672
 DF9672;                    North         East    Units  Estimated Accuracy
 DF9672;SPC WI S     -    66,769.7     691,525.6     MT  (+/- 3 meters HH1 GPS) 
 DF9672
 DF9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4536317621(NAD 83)
 DF9672
 DF9672                          SUPERSEDED SURVEY CONTROL
 DF9672
 DF9672  NAVD 88 (04/20/07)  253.548  (m)          831.85   (f) SUPERSEDED  2 1
 DF9672  NAVD 88 (02/25/04)  253.576  (m)          831.94   (f) SUPERSEDED  2 1
 DF9672
 DF9672.Superseded values are not recommended for survey control.
 DF9672
 DF9672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9672.See file dsdata.pdf to determine how the superseded data were derived.
 DF9672
 DF9672_MARKER: DD = SURVEY DISK
 DF9672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9672_STAMPING: 1J05 2002
 DF9672_MARK LOGO: WIDT
 DF9672_PROJECTION: FLUSH
 DF9672_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9672+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2010
 DF9672
 DF9672  HISTORY     - Date     Condition        Report By
 DF9672  HISTORY     - 2001     MONUMENTED       WIDT
 DF9672  HISTORY     - 20070827 GOOD             WIDT
 DF9672  HISTORY     - 20100521 GOOD             TROTT
 DF9672
 DF9672                          STATION DESCRIPTION
 DF9672
 DF9672'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9672'THE STATION IS LOCATED ABOUT 15 KM SOUTHEAST OF JANESVILLE, 15 KM
 DF9672'NORTHEAST OF BELOIT, AND 4 KM NORTHWEST OF CLINTON. OWNERSHIP--TOWN
 DF9672'OF BRADFORD. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DF9672'HIGHWAY 43 WITH STATE HIGHWAY 140 (EXIT 6) IN THE VILLAGE OF CLINTON,
 DF9672'GO NORTH ON STATE HIGHWAY 140 FOR 3.0 KM TO EAST CREEK ROAD, TURN
 DF9672'LEFT AND GO WEST ON EAST CREEK ROAD FOR 1.9 KM TO EMERALD GROVE ROAD
 DF9672'AND THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9672'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9672'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M,
 DF9672'SET ON BEDROCK AND ABOUT 0.5 M ABOVE THE ROAD PAVEMENT. THE STATION
 DF9672'IS 9.5 M NORTH OF THE CENTERLINE OF EAST CREEK ROAD, 50.3 M WEST OF
 DF9672'THE CENTERLINE OF EMERALD GROVE ROAD, 35.9 M NORTHEAST OF POWER POLE
 DF9672'--4F31W2--, AND 1 M SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9672'STATION IS EAST, WEST AND NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9672'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9672'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9672
 DF9672                          STATION RECOVERY (2007)
 DF9672
 DF9672'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9672'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M SOUTH OF A
 DF9672'CULTIVATED FIELD.
 DF9672
 DF9672                          STATION RECOVERY (2010)
 DF9672
 DF9672'RECOVERY NOTE BY TROTTER AND ASSOCIATES 2010 (JMM)
 DF9672'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9671 ***********************************************************************
 DF9671  DESIGNATION -  1J06
 DF9671  PID         -  DF9671
 DF9671  STATE/COUNTY-  WI/ROCK
 DF9671  COUNTRY     -  US
 DF9671  USGS QUAD   -  CLINTON (2018)
 DF9671
 DF9671                         *CURRENT SURVEY CONTROL
 DF9671  ______________________________________________________________________
 DF9671* NAD 83(1986) POSITION- 42 36 00.10   (N) 088 51 46.22   (W)   HD_HELD1
 DF9671* NAVD 88 ORTHO HEIGHT -   274.378 (meters)      900.19  (feet) ADJUSTED
 DF9671  ______________________________________________________________________
 DF9671  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 DF9671  DYNAMIC HEIGHT  -        274.295 (meters)      899.92  (feet) COMP
 DF9671  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 DF9671
 DF9671  VERT ORDER      -  SECOND    CLASS I
 DF9671
 DF9671.The horizontal coordinates were determined by differentially corrected
 DF9671.hand held GPS observations or other comparable positioning techniques
 DF9671.and have an estimated accuracy of +/- 3 meters.
 DF9671
 DF9671.The orthometric height was determined by differential leveling and
 DF9671.adjusted by the WI DEPT OF TRANSP
 DF9671.in May 2012.
 DF9671
 DF9671.No vertical observational check was made to the station.
 DF9671
 DF9671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9671.GEOID18 height accuracy estimate available here.
 DF9671
 DF9671.Click photographs - Photos may exist for this station.
 DF9671
 DF9671.The dynamic height is computed by dividing the NAVD 88
 DF9671.geopotential number by the normal gravity value computed on the
 DF9671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9671.degrees latitude (g = 980.6199 gals.).
 DF9671
 DF9671.The modeled gravity was interpolated from observed gravity values.
 DF9671
 DF9671;                    North         East    Units  Estimated Accuracy
 DF9671;SPC WI S     -    67,294.9     693,324.3     MT  (+/- 3 meters HH1 GPS) 
 DF9671
 DF9671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4717918081(NAD 83)
 DF9671
 DF9671                          SUPERSEDED SURVEY CONTROL
 DF9671
 DF9671  NAVD 88 (04/20/07)  274.357  (m)          900.12   (f) SUPERSEDED  2 1
 DF9671  NAVD 88 (02/25/04)  274.388  (m)          900.22   (f) SUPERSEDED  2 1
 DF9671
 DF9671.Superseded values are not recommended for survey control.
 DF9671
 DF9671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9671.See file dsdata.pdf to determine how the superseded data were derived.
 DF9671
 DF9671_MARKER: DD = SURVEY DISK
 DF9671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9671_STAMPING: 1J06 2002
 DF9671_MARK LOGO: WIDT
 DF9671_PROJECTION: FLUSH
 DF9671_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9671+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2010
 DF9671
 DF9671  HISTORY     - Date     Condition        Report By
 DF9671  HISTORY     - 2001     MONUMENTED       WIDT
 DF9671  HISTORY     - 20070827 GOOD             WIDT
 DF9671  HISTORY     - 20100521 GOOD             TROTT
 DF9671
 DF9671                          STATION DESCRIPTION
 DF9671
 DF9671'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9671'THE STATION IS LOCATED ABOUT 18 KM WEST-SOUTHWEST OF DELAVAN, 16 KM
 DF9671'SOUTHEAST OF JANESVILLE, AND 4 KM NORTH OF CLINTON.  OWNERSHIP--TOWN
 DF9671'OF BRADFORD. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DF9671'HIGHWAY 43 WITH STATE HIGHWAY 140 (EXIT 6) IN THE VILLAGE OF CLINTON,
 DF9671'GO NORTH ON STATE HIGHWAY 140 FOR 3.0 KM TO EAST CREEK ROAD AND THE
 DF9671'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9671'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9671'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9671'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 19.7 M NORTH OF THE
 DF9671'CENTERLINE OF EAST CREEK ROAD, 23.4 M NORTHWEST OF THE CENTERLINE OF
 DF9671'STATE HIGHWAY 140, 13.0 M NORTHEAST OF A WOOD POST FOR A --WEIGHT
 DF9671'LIMIT CLASS B-- SIGN, AND 6.1 M SOUTH-SOUTHWEST OF A STEEL --R/W--
 DF9671'POST.  ---NOTE---THE STATION IS EAST, WEST AND NORTH OF THREE WHITE
 DF9671'PLASTIC WITNESS POSTS.    ---NOTE2--- THIS STATION HAS NO VISIBLE
 DF9671'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9671
 DF9671                          STATION RECOVERY (2007)
 DF9671
 DF9671'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9671'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.9 M SOUTHWEST OF
 DF9671'AN ORANGE OVER WHITE --WARNING UNDERGROUND CABLE-- POST.  ---NOTE---
 DF9671'THE MONUMENT IS RECESSED 17 CM BELOW GROUND LEVEL.
 DF9671
 DF9671                          STATION RECOVERY (2010)
 DF9671
 DF9671'RECOVERY NOTE BY TROTTER AND ASSOCIATES 2010 (JMM)
 DF9671'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9670 ***********************************************************************
 DF9670  DESIGNATION -  1J07
 DF9670  PID         -  DF9670
 DF9670  STATE/COUNTY-  WI/ROCK
 DF9670  COUNTRY     -  US
 DF9670  USGS QUAD   -  CLINTON (2018)
 DF9670
 DF9670                         *CURRENT SURVEY CONTROL
 DF9670  ______________________________________________________________________
 DF9670* NAD 83(1986) POSITION- 42 36 03.13   (N) 088 50 08.32   (W)   HD_HELD1
 DF9670* NAVD 88 ORTHO HEIGHT -   273.426 (meters)      897.07  (feet) ADJUSTED
 DF9670  ______________________________________________________________________
 DF9670  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 DF9670  DYNAMIC HEIGHT  -        273.344 (meters)      896.80  (feet) COMP
 DF9670  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 DF9670
 DF9670  VERT ORDER      -  SECOND    CLASS I
 DF9670
 DF9670.The horizontal coordinates were determined by differentially corrected
 DF9670.hand held GPS observations or other comparable positioning techniques
 DF9670.and have an estimated accuracy of +/- 3 meters.
 DF9670
 DF9670.The orthometric height was determined by differential leveling and
 DF9670.adjusted by the WI DEPT OF TRANSP
 DF9670.in May 2012.
 DF9670
 DF9670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9670.GEOID18 height accuracy estimate available here.
 DF9670
 DF9670.Click photographs - Photos may exist for this station.
 DF9670
 DF9670.The dynamic height is computed by dividing the NAVD 88
 DF9670.geopotential number by the normal gravity value computed on the
 DF9670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9670.degrees latitude (g = 980.6199 gals.).
 DF9670
 DF9670.The modeled gravity was interpolated from observed gravity values.
 DF9670
 DF9670;                    North         East    Units  Estimated Accuracy
 DF9670;SPC WI S     -    67,419.2     695,554.6     MT  (+/- 3 meters HH1 GPS) 
 DF9670
 DF9670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4941218126(NAD 83)
 DF9670
 DF9670                          SUPERSEDED SURVEY CONTROL
 DF9670
 DF9670  NAVD 88 (04/20/07)  273.405  (m)          897.00   (f) SUPERSEDED  2 1
 DF9670  NAVD 88 (02/25/04)  273.439  (m)          897.11   (f) SUPERSEDED  2 1
 DF9670
 DF9670.Superseded values are not recommended for survey control.
 DF9670
 DF9670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9670.See file dsdata.pdf to determine how the superseded data were derived.
 DF9670
 DF9670_MARKER: DD = SURVEY DISK
 DF9670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9670_STAMPING: 1J07 2002
 DF9670_MARK LOGO: WIDT
 DF9670_PROJECTION: FLUSH
 DF9670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9670+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2010
 DF9670
 DF9670  HISTORY     - Date     Condition        Report By
 DF9670  HISTORY     - 2001     MONUMENTED       WIDT
 DF9670  HISTORY     - 20070827 GOOD             WIDT
 DF9670  HISTORY     - 20100521 GOOD             TROTT
 DF9670
 DF9670                          STATION DESCRIPTION
 DF9670
 DF9670'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9670'THIS STATION IS LOCATED ABOUT 18 KM SOUTHEAST OF JANESVILLE, 16 KM
 DF9670'WEST-SOUTHWEST OF DELAVAN, AND 5 KM NORTHEAST OF CLINTON.
 DF9670'OWNERSHIP--TOWN OF BRADFORD. TO REACH THE STATION FROM THE JUNCTION
 DF9670'OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY 140 (EXIT 6) IN THE
 DF9670'VILLAGE OF CLINTON, GO NORTH ON STATE HIGHWAY 140 FOR 3.0 KM TO EAST
 DF9670'CREEK ROAD, TURN RIGHT AND GO EAST ON EAST CREEK ROAD FOR 2.3 KM TO
 DF9670'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9670'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9670'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M
 DF9670'AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE STATION IS 6.0 M SOUTH
 DF9670'OF THE CENTERLINE OF EAST CREEK ROAD, 0.5 KM WEST OF CARVERS ROCK
 DF9670'ROAD, 43.5 M SOUTHWEST OF POWER POLE --4F 27 L29--, 36.1 M WEST OF
 DF9670'THE TOP CENTER OF TELEPHONE PEDESTAL --1578--, AND 23.0 M SOUTHEAST
 DF9670'OF POWER POLE --4F 28 R6--.  ---NOTE---THE STATION IS 1.0 M NORTH OF
 DF9670'A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9670'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9670
 DF9670                          STATION RECOVERY (2007)
 DF9670
 DF9670'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9670'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 7.3 M WEST OF THE
 DF9670'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --10537--.  --- NOTE--- THE
 DF9670'MONUMENT IS RECESSED 10 CM BELOW GROUND LEVEL.
 DF9670
 DF9670                          STATION RECOVERY (2010)
 DF9670
 DF9670'RECOVERY NOTE BY TROTTER AND ASSOCIATES 2010 (JMM)
 DF9670'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9669 ***********************************************************************
 DF9669  DESIGNATION -  1J08
 DF9669  PID         -  DF9669
 DF9669  STATE/COUNTY-  WI/ROCK
 DF9669  COUNTRY     -  US
 DF9669  USGS QUAD   -  CLINTON (2018)
 DF9669
 DF9669                         *CURRENT SURVEY CONTROL
 DF9669  ______________________________________________________________________
 DF9669* NAD 83(1986) POSITION- 42 36 13.91   (N) 088 49 02.47   (W)   HD_HELD1
 DF9669* NAVD 88 ORTHO HEIGHT -   269.082 (meters)      882.81  (feet) ADJUSTED
 DF9669  ______________________________________________________________________
 DF9669  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 DF9669  DYNAMIC HEIGHT  -        269.001 (meters)      882.55  (feet) COMP
 DF9669  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 DF9669
 DF9669  VERT ORDER      -  SECOND    CLASS I
 DF9669
 DF9669.The horizontal coordinates were determined by differentially corrected
 DF9669.hand held GPS observations or other comparable positioning techniques
 DF9669.and have an estimated accuracy of +/- 3 meters.
 DF9669
 DF9669.The orthometric height was determined by differential leveling and
 DF9669.adjusted by the WI DEPT OF TRANSP
 DF9669.in May 2012.
 DF9669
 DF9669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9669.GEOID18 height accuracy estimate available here.
 DF9669
 DF9669.Click photographs - Photos may exist for this station.
 DF9669
 DF9669.The dynamic height is computed by dividing the NAVD 88
 DF9669.geopotential number by the normal gravity value computed on the
 DF9669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9669.degrees latitude (g = 980.6199 gals.).
 DF9669
 DF9669.The modeled gravity was interpolated from observed gravity values.
 DF9669
 DF9669;                    North         East    Units  Estimated Accuracy
 DF9669;SPC WI S     -    67,772.9     697,050.9     MT  (+/- 3 meters HH1 GPS) 
 DF9669
 DF9669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5092018426(NAD 83)
 DF9669
 DF9669                          SUPERSEDED SURVEY CONTROL
 DF9669
 DF9669  NAVD 88 (04/20/07)  269.060  (m)          882.74   (f) SUPERSEDED  2 1
 DF9669  NAVD 88 (02/25/04)  269.097  (m)          882.86   (f) SUPERSEDED  2 1
 DF9669
 DF9669.Superseded values are not recommended for survey control.
 DF9669
 DF9669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9669.See file dsdata.pdf to determine how the superseded data were derived.
 DF9669
 DF9669_MARKER: DD = SURVEY DISK
 DF9669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9669_STAMPING: 1J08 2002
 DF9669_MARK LOGO: WIDT
 DF9669_PROJECTION: FLUSH
 DF9669_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9669+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 DF9669
 DF9669  HISTORY     - Date     Condition        Report By
 DF9669  HISTORY     - 2001     MONUMENTED       WIDT
 DF9669  HISTORY     - 20070827 GOOD             WIDT
 DF9669
 DF9669                          STATION DESCRIPTION
 DF9669
 DF9669'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9669'THE STATION IS LOCATED ABOUT 19 KM SOUTHEAST OF JANESVILLE, 15 KM
 DF9669'WEST-SOUTHWEST OF DELAVAN, AND 6 KM NORTHEAST OF CLINTON.
 DF9669'OWNERSHIP--TOWN OF BRADFORD. TO REACH THE STATION FROM THE JUNCTION
 DF9669'OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY 140 (EXIT 6) IN THE
 DF9669'VILLAGE OF CLINTON, GO NORTH ON STATE HIGHWAY 140 FOR 3.0 KM TO EAST
 DF9669'CREEK ROAD, TURN RIGHT AND GO EAST ON EAST CREEK ROAD FOR 2.8 KM TO
 DF9669'CARVERS ROCK ROAD, CONTINUE EAST ON EAST CREEK ROAD FOR 1.0 KM TO THE
 DF9669'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9669'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9669'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT
 DF9669'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.0 M NORTH OF THE
 DF9669'CENTERLINE OF EAST CREEK ROAD, 0.6 KM WEST OF ODLING ROAD, 37.1 M
 DF9669'WEST-NORTHWEST OF POWER POLE --4F27E2--, 23 M EAST-NORTHEAST OF THE
 DF9669'NORTHEAST CORNER OF A SMALL CONCRETE BOX CULVERT, 10.7 M WEST OF A
 DF9669'METAL POST FOR A --CAUTION TELEPHONE CABLE UNDERGROUND-- SIGN, AND 2
 DF9669'M SOUTH OF A CULTIVATED FIELD. ---NOTE---THE STATION IS EAST, WEST
 DF9669'AND NORTH OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9669'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9669'ABOVE THE HORIZON.
 DF9669
 DF9669                          STATION RECOVERY (2007)
 DF9669
 DF9669'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9667 ***********************************************************************
 DF9667  DESIGNATION -  1J09
 DF9667  PID         -  DF9667
 DF9667  STATE/COUNTY-  WI/ROCK
 DF9667  COUNTRY     -  US
 DF9667  USGS QUAD   -  CLINTON (2018)
 DF9667
 DF9667                         *CURRENT SURVEY CONTROL
 DF9667  ______________________________________________________________________
 DF9667* NAD 83(1986) POSITION- 42 35 27.7    (N) 088 47 27.7    (W)   HD_HELD2
 DF9667* NAVD 88 ORTHO HEIGHT -   266.343 (meters)      873.83  (feet) ADJUSTED
 DF9667  ______________________________________________________________________
 DF9667  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 DF9667  DYNAMIC HEIGHT  -        266.262 (meters)      873.56  (feet) COMP
 DF9667  MODELED GRAVITY -    980,310.7   (mgal)                       NAVD 88
 DF9667
 DF9667  VERT ORDER      -  SECOND    CLASS I
 DF9667
 DF9667.The horizontal coordinates were established by autonomous hand held GPS
 DF9667.observations and have an estimated accuracy of +/- 10 meters.
 DF9667
 DF9667.The orthometric height was determined by differential leveling and
 DF9667.adjusted by the WI DEPT OF TRANSP
 DF9667.in May 2012.
 DF9667
 DF9667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9667.GEOID18 height accuracy estimate available here.
 DF9667
 DF9667.Click photographs - Photos may exist for this station.
 DF9667
 DF9667.The dynamic height is computed by dividing the NAVD 88
 DF9667.geopotential number by the normal gravity value computed on the
 DF9667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9667.degrees latitude (g = 980.6199 gals.).
 DF9667
 DF9667.The modeled gravity was interpolated from observed gravity values.
 DF9667
 DF9667;                    North         East    Units  Estimated Accuracy
 DF9667;SPC WI S     -    66,378.      699,232.      MT  (+/- 10 meters HH2 GPS)
 DF9667
 DF9667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5304916955(NAD 83)
 DF9667
 DF9667                          SUPERSEDED SURVEY CONTROL
 DF9667
 DF9667  NAVD 88 (04/20/07)  266.320  (m)          873.75   (f) SUPERSEDED  2 1
 DF9667  NAVD 88 (02/25/04)  266.363  (m)          873.89   (f) SUPERSEDED  2 1
 DF9667
 DF9667.Superseded values are not recommended for survey control.
 DF9667
 DF9667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9667.See file dsdata.pdf to determine how the superseded data were derived.
 DF9667
 DF9667_MARKER: DD = SURVEY DISK
 DF9667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9667_STAMPING: 1J09 2002
 DF9667_MARK LOGO: WIDT
 DF9667_PROJECTION: FLUSH
 DF9667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9667+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 DF9667
 DF9667  HISTORY     - Date     Condition        Report By
 DF9667  HISTORY     - 2001     MONUMENTED       WIDT
 DF9667  HISTORY     - 20070822 GOOD             WIDT
 DF9667
 DF9667                          STATION DESCRIPTION
 DF9667
 DF9667'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9667'THE STATION IS LOCATED ABOUT 21 KM SOUTHEAST OF JANESVILLE, 13 KM
 DF9667'SOUTHWEST OF DELAVAN, AND 7 KM NORTHEAST OF CLINTON.  OWNERSHIP--TOWN
 DF9667'OF BRADFORD. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DF9667'HIGHWAY 43 WITH STATE HIGHWAY 140 (EXIT 6) IN THE VILLAGE OF CLINTON,
 DF9667'GO NORTH ON STATE HIGHWAY 140 FOR 1.0 KM TO BC TOWNLINE ROAD, TURN
 DF9667'RIGHT AND GO EAST ON BC TOWNLINE ROAD FOR 6.1 KM TO O'RILEY ROAD ON
 DF9667'THE LEFT, TURN LEFT AND GO NORTH ON O'RILEY ROAD FOR 1.2 KM TO MINKEY
 DF9667'ROAD AND THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DF9667'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9667'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9667'AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 12.3 M WEST OF
 DF9667'THE CENTERLINE OF O'RILEY ROAD, 41.5 M SOUTH OF THE CENTERLINE OF
 DF9667'MINKEY ROAD, 37.9 M NORTHWEST OF POWER POLE--2-14-36 12/37, AND 2 M
 DF9667'EAST OF A CULTIVATED FIELD. ---NOTE---THE STATION IS WEST, NORTH AND
 DF9667'SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION
 DF9667'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 DF9667'THE HORIZON.
 DF9667
 DF9667                          STATION RECOVERY (2007)
 DF9667
 DF9667'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9665 ***********************************************************************
 DF9665  DESIGNATION -  1J11
 DF9665  PID         -  DF9665
 DF9665  STATE/COUNTY-  WI/WALWORTH
 DF9665  COUNTRY     -  US
 DF9665  USGS QUAD   -  SHARON (2018)
 DF9665
 DF9665                         *CURRENT SURVEY CONTROL
 DF9665  ______________________________________________________________________
 DF9665* NAD 83(1986) POSITION- 42 36 36.28   (N) 088 41 11.80   (W)   HD_HELD1
 DF9665* NAVD 88 ORTHO HEIGHT -   286.934 (meters)      941.38  (feet) ADJUSTED
 DF9665  ______________________________________________________________________
 DF9665  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 DF9665  DYNAMIC HEIGHT  -        286.848 (meters)      941.10  (feet) COMP
 DF9665  MODELED GRAVITY -    980,312.0   (mgal)                       NAVD 88
 DF9665
 DF9665  VERT ORDER      -  SECOND    CLASS I
 DF9665
 DF9665.The horizontal coordinates were determined by differentially corrected
 DF9665.hand held GPS observations or other comparable positioning techniques
 DF9665.and have an estimated accuracy of +/- 3 meters.
 DF9665
 DF9665.The orthometric height was determined by differential leveling and
 DF9665.adjusted by the WI DEPT OF TRANSP
 DF9665.in May 2012.
 DF9665
 DF9665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9665.GEOID18 height accuracy estimate available here.
 DF9665
 DF9665.Click photographs - Photos may exist for this station.
 DF9665
 DF9665.The dynamic height is computed by dividing the NAVD 88
 DF9665.geopotential number by the normal gravity value computed on the
 DF9665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9665.degrees latitude (g = 980.6199 gals.).
 DF9665
 DF9665.The modeled gravity was interpolated from observed gravity values.
 DF9665
 DF9665;                    North         East    Units  Estimated Accuracy
 DF9665;SPC WI S     -    68,623.7     707,768.2     MT  (+/- 3 meters HH1 GPS) 
 DF9665
 DF9665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6165918894(NAD 83)
 DF9665
 DF9665                          SUPERSEDED SURVEY CONTROL
 DF9665
 DF9665  NAVD 88 (04/20/07)  286.910  (m)          941.30   (f) SUPERSEDED  2 1
 DF9665  NAVD 88 (02/25/04)  286.937  (m)          941.39   (f) SUPERSEDED  2 1
 DF9665
 DF9665.Superseded values are not recommended for survey control.
 DF9665
 DF9665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9665.See file dsdata.pdf to determine how the superseded data were derived.
 DF9665
 DF9665_MARKER: DD = SURVEY DISK
 DF9665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9665_STAMPING: 1J11 2002
 DF9665_MARK LOGO: WIDT
 DF9665_PROJECTION: FLUSH
 DF9665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9665+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DF9665
 DF9665  HISTORY     - Date     Condition        Report By
 DF9665  HISTORY     - 2001     MONUMENTED       WIDT
 DF9665  HISTORY     - 20060802 GOOD             WIDT
 DF9665
 DF9665                          STATION DESCRIPTION
 DF9665
 DF9665'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9665'THE STATION IS LOCATED ABOUT 28 KM SOUTHEAST OF JANESVILLE, 25 KM
 DF9665'SOUTH OF WHITEWATER, AND 4 KM SOUTHWEST OF DELAVAN.
 DF9665'OWNERSHIP--WALWORTH COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9665'OF INTERSTATE HIGHWAY 43 WITH COUNTY HIGHWAY X (EXIT 17) ABOUT 2 KM
 DF9665'SOUTHWEST OF THE CITY OF DELAVAN, GO SOUTHWEST ON COUNTY HIGHWAY X
 DF9665'FOR 1.0 KM TO COUNTY HIGHWAY K, TURN LEFT AND GO SOUTH ON COUNTY
 DF9665'HIGHWAY K FOR 0.2 KM TO COUNTY HIGHWAY X ON THE RIGHT, TURN RIGHT AND
 DF9665'GO SOUTHWEST ON COUNTY HIGHWAY X FOR 0.8 KM TO THE STATION ON THE
 DF9665'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9665'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9665'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9665'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 8.7 M NORTHWEST OF
 DF9665'THE CENTERLINE OF COUNTY HIGHWAY X, 54.0 M NORTHEAST OF A 50-CM
 DF9665'DIAMETER CORRUGATED METAL CULVERT PIPE, 43.4 M NORTHEAST OF POWER
 DF9665'POLE --2-15-26 32/51--, 34.2 M WEST OF POWER POLE --2-15-26 34 53--,
 DF9665'AND 3 M SOUTHEAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DF9665'NORTHWEST, NORTHEAST AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 DF9665'POSTS.   ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9665'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9665
 DF9665                          STATION RECOVERY (2006)
 DF9665
 DF9665'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9665'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 54.5 M SOUTHWEST OF
 DF9665'TELEPHONE PEDESTAL --L700 110 LP3-- AND 1.0 M SOUTHEAST, 1.0 M
 DF9665'NORTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9663 ***********************************************************************
 DF9663  DESIGNATION -  1J12
 DF9663  PID         -  DF9663
 DF9663  STATE/COUNTY-  WI/WALWORTH
 DF9663  COUNTRY     -  US
 DF9663  USGS QUAD   -  DELAVAN (2018)
 DF9663
 DF9663                         *CURRENT SURVEY CONTROL
 DF9663  ______________________________________________________________________
 DF9663* NAD 83(1986) POSITION- 42 38 13.93   (N) 088 39 20.96   (W)   HD_HELD1
 DF9663* NAVD 88 ORTHO HEIGHT -   268.550 (meters)      881.07  (feet) ADJUSTED
 DF9663  ______________________________________________________________________
 DF9663  GEOID HEIGHT    -        -33.941 (meters)                     GEOID18
 DF9663  DYNAMIC HEIGHT  -        268.470 (meters)      880.81  (feet) COMP
 DF9663  MODELED GRAVITY -    980,316.2   (mgal)                       NAVD 88
 DF9663
 DF9663  VERT ORDER      -  SECOND    CLASS I
 DF9663
 DF9663.The horizontal coordinates were determined by differentially corrected
 DF9663.hand held GPS observations or other comparable positioning techniques
 DF9663.and have an estimated accuracy of +/- 3 meters.
 DF9663
 DF9663.The orthometric height was determined by differential leveling and
 DF9663.adjusted by the WI DEPT OF TRANSP
 DF9663.in May 2012.
 DF9663
 DF9663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9663.GEOID18 height accuracy estimate available here.
 DF9663
 DF9663.Click photographs - Photos may exist for this station.
 DF9663
 DF9663.The dynamic height is computed by dividing the NAVD 88
 DF9663.geopotential number by the normal gravity value computed on the
 DF9663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9663.degrees latitude (g = 980.6199 gals.).
 DF9663
 DF9663.The modeled gravity was interpolated from observed gravity values.
 DF9663
 DF9663;                    North         East    Units  Estimated Accuracy
 DF9663;SPC WI S     -    71,676.8     710,245.7     MT  (+/- 3 meters HH1 GPS) 
 DF9663
 DF9663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6424321856(NAD 83)
 DF9663
 DF9663                          SUPERSEDED SURVEY CONTROL
 DF9663
 DF9663  NAVD 88 (04/20/07)  268.525  (m)          880.99   (f) SUPERSEDED  2 1
 DF9663  NAVD 88 (02/25/04)  268.544  (m)          881.05   (f) SUPERSEDED  2 1
 DF9663
 DF9663.Superseded values are not recommended for survey control.
 DF9663
 DF9663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9663.See file dsdata.pdf to determine how the superseded data were derived.
 DF9663
 DF9663_MARKER: DD = SURVEY DISK
 DF9663_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9663_SP_SET: WINGWALL
 DF9663_STAMPING: 1J12 2002
 DF9663_MARK LOGO: WIDT
 DF9663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9663+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DF9663
 DF9663  HISTORY     - Date     Condition        Report By
 DF9663  HISTORY     - 2001     MONUMENTED       WIDT
 DF9663  HISTORY     - 20060803 GOOD             WIDT
 DF9663
 DF9663                          STATION DESCRIPTION
 DF9663
 DF9663'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9663'THE STATION IS LOCATED IN THE CITY OF DELAVAN.    OWNERSHIP--WALWORTH
 DF9663'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11
 DF9663'WITH STATE HIGHWAY 50 AT THE INTERSECTION OF RACINE STREET AND
 DF9663'SEVENTH STREET IN THE CITY OF DELAVAN, GO WEST ON STATE HIGHWAY 11
 DF9663'(RACINE STREET) FOR 1.0 KM TO WATERWORKS DRIVE ON THE RIGHT, TURN
 DF9663'RIGHT AND GO NORTHWEST ON WATERWORKS DRIVE FOR 0.5 KM TO COUNTY
 DF9663'HIGHWAY M (RICHMOND ROAD), TURN RIGHT AND GO NORTH-NORTHWEST ON
 DF9663'COUNTY HIGHWAY M (RICHMOND ROAD) FOR 0.1 KM TO BRIDGE --B-64-143--
 DF9663'AND THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9663'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9663'IN THE TOP OF THE SOUTHEAST WINGWALL OF THE SOUTHWEST ABUTMENT. THE
 DF9663'STATION IS 6.4 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY M (RICHMOND
 DF9663'ROAD), 75 M SOUTH OF THE EXTENDED CENTERLINE OF THE SOUTHERNMOST
 DF9663'PRIVATE ENTRANCE --DELAVAN MUNICIPAL GARAGE--, AND 19.0 M NORTH OF A
 DF9663'GAS PIPELINE WARNING POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DF9663'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9663
 DF9663                          STATION RECOVERY (2006)
 DF9663
 DF9663'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9663'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M NORTHWEST OF
 DF9663'A WHITE PLASTIC WITNESS POST.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9663'STATION ARE TREES IN THE SOUTHEAST QUADRANTS EXTENDING TO 50 DEGREES
 DF9663'AND TREES IN THE WEST QUADRANTS EXTENDING TO 45 DEGREES ABOVE THE
 DF9663'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9662 ***********************************************************************
 DF9662  DESIGNATION -  1J13
 DF9662  PID         -  DF9662
 DF9662  STATE/COUNTY-  WI/WALWORTH
 DF9662  COUNTRY     -  US
 DF9662  USGS QUAD   -  DELAVAN (2018)
 DF9662
 DF9662                         *CURRENT SURVEY CONTROL
 DF9662  ______________________________________________________________________
 DF9662* NAD 83(1986) POSITION- 42 38 29.04   (N) 088 37 40.78   (W)   HD_HELD1
 DF9662* NAVD 88 ORTHO HEIGHT -   289.470 (meters)      949.70  (feet) ADJUSTED
 DF9662  ______________________________________________________________________
 DF9662  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 DF9662  DYNAMIC HEIGHT  -        289.384 (meters)      949.42  (feet) COMP
 DF9662  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 DF9662
 DF9662  VERT ORDER      -  SECOND    CLASS I
 DF9662
 DF9662.The horizontal coordinates were determined by differentially corrected
 DF9662.hand held GPS observations or other comparable positioning techniques
 DF9662.and have an estimated accuracy of +/- 3 meters.
 DF9662
 DF9662.The orthometric height was determined by differential leveling and
 DF9662.adjusted by the WI DEPT OF TRANSP
 DF9662.in May 2012.
 DF9662
 DF9662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9662.GEOID18 height accuracy estimate available here.
 DF9662
 DF9662.Click photographs - Photos may exist for this station.
 DF9662
 DF9662.The dynamic height is computed by dividing the NAVD 88
 DF9662.geopotential number by the normal gravity value computed on the
 DF9662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9662.degrees latitude (g = 980.6199 gals.).
 DF9662
 DF9662.The modeled gravity was interpolated from observed gravity values.
 DF9662
 DF9662;                    North         East    Units  Estimated Accuracy
 DF9662;SPC WI S     -    72,180.2     712,520.2     MT  (+/- 3 meters HH1 GPS) 
 DF9662
 DF9662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6653422278(NAD 83)
 DF9662
 DF9662                          SUPERSEDED SURVEY CONTROL
 DF9662
 DF9662  NAVD 88 (04/20/07)  289.446  (m)          949.62   (f) SUPERSEDED  2 1
 DF9662  NAVD 88 (02/25/04)  289.459  (m)          949.67   (f) SUPERSEDED  2 1
 DF9662
 DF9662.Superseded values are not recommended for survey control.
 DF9662
 DF9662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9662.See file dsdata.pdf to determine how the superseded data were derived.
 DF9662
 DF9662_MARKER: DD = SURVEY DISK
 DF9662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9662_STAMPING: 1J13 2002
 DF9662_MARK LOGO: WIDT
 DF9662_PROJECTION: FLUSH
 DF9662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9662+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2011
 DF9662
 DF9662  HISTORY     - Date     Condition        Report By
 DF9662  HISTORY     - 2001     MONUMENTED       WIDT
 DF9662  HISTORY     - 20060803 GOOD             WIDT
 DF9662  HISTORY     - 20110726 GOOD             WIDT
 DF9662
 DF9662                          STATION DESCRIPTION
 DF9662
 DF9662'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9662'THE STATION IS LOCATED ABOUT 32 KM SOUTHEAST OF JANESVILLE, 8 KM
 DF9662'SOUTHWEST OF ELKHORN, AND 2 KM NORTHEAST OF DELAVAN.
 DF9662'OWNERSHIP--WALWORTH COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9662'OF STATE HIGHWAY 11 WITH STATE HIGHWAY 50 AT THE INTERSECTION OF
 DF9662'RACINE STREET AND SEVENTH STREET IN THE CITY OF DELAVAN, GO NORTHEAST
 DF9662'ON STATE HIGHWAY 11 (RACINE STREET) FOR 1.4 KM TO COUNTY HIGHWAY O
 DF9662'(SUGAR CREEK ROAD) ON THE LEFT AND WRIGHT STREET ON THE RIGHT, TURN
 DF9662'LEFT AND GO NORTH ON COUNTY HIGHWAY O (SUGAR CREEK ROAD) FOR 0.3 KM
 DF9662'TO THE STATION ON THE LEFT. THE STATION IS A WISCONSIN DEPARTMENT OF
 DF9662'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9662'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9662'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 7.3 M WEST OF THE
 DF9662'CENTERLINE OF COUNTY HIGHWAY O (SUGAR CREEK ROAD), 0.2 KM SOUTH OF
 DF9662'COMUS DRIVE, 47.5 M NORTH-NORTHWEST OF POWER POLE --2-16-8 31/2--,
 DF9662'29.5 M SOUTHWEST OF POWER POLE --2-16-8 31/4--, AND 1 M EAST OF A
 DF9662'CULTIVATED FIELD. ---NOTE---THE STATION IS NORTH AND SOUTH OF TWO
 DF9662'WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9662'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9662
 DF9662                          STATION RECOVERY (2006)
 DF9662
 DF9662'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9662'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 16.9 M NORTHWEST OF
 DF9662'THE TOP CENTER OF A YELLOW FIRE HYDRANT, 16.2 M SOUTH OF THE EXTENDED
 DF9662'CENTERLINE OF THE SHIPPING AND RECEIVING (NORTH) ENTRANCE TO --SPX
 DF9662'PROCESS EQUIPMENT--, AND 15.6 M SOUTHWEST OF A --SPEED LIMIT 25-- WOOD
 DF9662'SIGN POST.
 DF9662
 DF9662                          STATION RECOVERY (2011)
 DF9662
 DF9662'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (GRS)
 DF9662'THE TWO MISSING WHITE PLASTIC WITNESS POSTS WERE REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9657 ***********************************************************************
 DF9657  DESIGNATION -  1J14
 DF9657  PID         -  DF9657
 DF9657  STATE/COUNTY-  WI/WALWORTH
 DF9657  COUNTRY     -  US
 DF9657  USGS QUAD   -  ELKHORN (2018)
 DF9657
 DF9657                         *CURRENT SURVEY CONTROL
 DF9657  ______________________________________________________________________
 DF9657* NAD 83(1986) POSITION- 42 38 48.63   (N) 088 36 37.79   (W)   HD_HELD1
 DF9657* NAVD 88 ORTHO HEIGHT -   292.379 (meters)      959.25  (feet) ADJUSTED
 DF9657  ______________________________________________________________________
 DF9657  GEOID HEIGHT    -        -33.985 (meters)                     GEOID18
 DF9657  DYNAMIC HEIGHT  -        292.293 (meters)      958.96  (feet) COMP
 DF9657  MODELED GRAVITY -    980,317.7   (mgal)                       NAVD 88
 DF9657
 DF9657  VERT ORDER      -  SECOND    CLASS I
 DF9657
 DF9657.The horizontal coordinates were determined by differentially corrected
 DF9657.hand held GPS observations or other comparable positioning techniques
 DF9657.and have an estimated accuracy of +/- 3 meters.
 DF9657
 DF9657.The orthometric height was determined by differential leveling and
 DF9657.adjusted by the WI DEPT OF TRANSP
 DF9657.in May 2012.
 DF9657
 DF9657.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9657.GEOID18 height accuracy estimate available here.
 DF9657
 DF9657.Click photographs - Photos may exist for this station.
 DF9657
 DF9657.The dynamic height is computed by dividing the NAVD 88
 DF9657.geopotential number by the normal gravity value computed on the
 DF9657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9657.degrees latitude (g = 980.6199 gals.).
 DF9657
 DF9657.The modeled gravity was interpolated from observed gravity values.
 DF9657
 DF9657;                    North         East    Units  Estimated Accuracy
 DF9657;SPC WI S     -    72,808.4     713,945.0     MT  (+/- 3 meters HH1 GPS) 
 DF9657
 DF9657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6798022855(NAD 83)
 DF9657
 DF9657                          SUPERSEDED SURVEY CONTROL
 DF9657
 DF9657  NAVD 88 (04/20/07)  292.354  (m)          959.16   (f) SUPERSEDED  2 1
 DF9657  NAVD 88 (02/25/04)  292.363  (m)          959.19   (f) SUPERSEDED  2 1
 DF9657
 DF9657.Superseded values are not recommended for survey control.
 DF9657
 DF9657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9657.See file dsdata.pdf to determine how the superseded data were derived.
 DF9657
 DF9657_MARKER: DD = SURVEY DISK
 DF9657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9657_STAMPING: 1J14 2002
 DF9657_MARK LOGO: WIDT
 DF9657_PROJECTION: FLUSH
 DF9657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9657+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DF9657
 DF9657  HISTORY     - Date     Condition        Report By
 DF9657  HISTORY     - 2001     MONUMENTED       WIDT
 DF9657  HISTORY     - 20060803 GOOD             WIDT
 DF9657
 DF9657                          STATION DESCRIPTION
 DF9657
 DF9657'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9657'THE STATION IS LOCATED ABOUT 32 KM EAST OF JANESVILLE, 22 KM
 DF9657'SOUTH-SOUTHWEST OF WHITEWATER, AND 6 KM SOUTHWEST OF ELKHORN.
 DF9657'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9657'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 67
 DF9657'AT THE INTERSECTION OF WALWORTH STREET AND WISCONSIN STREET IN THE
 DF9657'CITY OF ELKHORN, GO SOUTHWEST ON STATE HIGHWAY 11 (WALWORTH STREET)
 DF9657'FOR 6.2 KM TO COBBLESTONE ROAD AND THE STATION ON THE RIGHT. THE
 DF9657'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9657'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9657'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9657'HIGHWAY PAVEMENT. THE STATION IS 9.6 M WEST-NORTHWEST OF THE
 DF9657'CENTERLINE OF STATE HIGHWAY 11, 71.4 M WEST-SOUTHWEST OF THE
 DF9657'CENTERLINE OF COBBLESTONE ROAD, 8.2 M WEST-SOUTHWEST OF A METAL
 DF9657'--R/W-- POST, AND 2 M SOUTH-SOUTHEAST OF A CULTIVATED FIELD.
 DF9657'---NOTE---THE STATION IS SOUTHWEST, NORTHEAST AND NORTHWEST OF THREE
 DF9657'WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9657'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9657
 DF9657                          STATION RECOVERY (2006)
 DF9657
 DF9657'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9657'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 27.0 M SOUTHWEST OF
 DF9657'A WOOD POST WITH A --NO PASSING ZONE-- SIGN ATTACHED TO THE SOUTHWEST
 DF9657'SIDE AND A --SPEED LIMIT 45-- SIGN ATTACHED TO THE NORTHEAST SIDE OF
 DF9657'THE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9661 ***********************************************************************
 DF9661  DESIGNATION -  1J15
 DF9661  PID         -  DF9661
 DF9661  STATE/COUNTY-  WI/WALWORTH
 DF9661  COUNTRY     -  US
 DF9661  USGS QUAD   -  ELKHORN (2018)
 DF9661
 DF9661                         *CURRENT SURVEY CONTROL
 DF9661  ______________________________________________________________________
 DF9661* NAD 83(1986) POSITION- 42 38 26.5    (N) 088 35 09.2    (W)   HD_HELD2
 DF9661* NAVD 88 ORTHO HEIGHT -   294.243 (meters)      965.36  (feet) ADJUSTED
 DF9661  ______________________________________________________________________
 DF9661  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 DF9661  DYNAMIC HEIGHT  -        294.156 (meters)      965.08  (feet) COMP
 DF9661  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 DF9661
 DF9661  VERT ORDER      -  SECOND    CLASS I
 DF9661
 DF9661.The horizontal coordinates were established by autonomous hand held GPS
 DF9661.observations and have an estimated accuracy of +/- 10 meters.
 DF9661
 DF9661.The orthometric height was determined by differential leveling and
 DF9661.adjusted by the WI DEPT OF TRANSP
 DF9661.in May 2012.
 DF9661
 DF9661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9661.GEOID18 height accuracy estimate available here.
 DF9661
 DF9661.Click photographs - Photos may exist for this station.
 DF9661
 DF9661.The dynamic height is computed by dividing the NAVD 88
 DF9661.geopotential number by the normal gravity value computed on the
 DF9661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9661.degrees latitude (g = 980.6199 gals.).
 DF9661
 DF9661.The modeled gravity was interpolated from observed gravity values.
 DF9661
 DF9661;                    North         East    Units  Estimated Accuracy
 DF9661;SPC WI S     -    72,160.      715,974.      MT  (+/- 10 meters HH2 GPS)
 DF9661
 DF9661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6998422134(NAD 83)
 DF9661
 DF9661                          SUPERSEDED SURVEY CONTROL
 DF9661
 DF9661  NAVD 88 (04/20/07)  294.218  (m)          965.28   (f) SUPERSEDED  2 1
 DF9661  NAVD 88 (02/25/04)  294.225  (m)          965.30   (f) SUPERSEDED  2 1
 DF9661
 DF9661.Superseded values are not recommended for survey control.
 DF9661
 DF9661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9661.See file dsdata.pdf to determine how the superseded data were derived.
 DF9661
 DF9661_MARKER: DD = SURVEY DISK
 DF9661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9661_STAMPING: 1J15 2002
 DF9661_MARK LOGO: WIDT
 DF9661_PROJECTION: FLUSH
 DF9661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9661+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DF9661
 DF9661  HISTORY     - Date     Condition        Report By
 DF9661  HISTORY     - 2001     MONUMENTED       WIDT
 DF9661  HISTORY     - 20060807 GOOD             WIDT
 DF9661
 DF9661                          STATION DESCRIPTION
 DF9661
 DF9661'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9661'THE STATION IS LOCATED ABOUT 36 KM EAST-SOUTHEAST OF JANESVILLE, 5 KM
 DF9661'SOUTHWEST OF ELKHORN AND 5 KM EAST-NORTHEAST OF DELAVAN.
 DF9661'OWNERSHIP--TOWN OF DELAVAN.  TO REACH THE STATION FROM THE JUNCTION
 DF9661'OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY 50 (EXIT 21) ABOUT 2 KM
 DF9661'SOUTHEAST OF THE CITY OF DELAVAN, GO EAST ON STATE HIGHWAY 50 FOR 2.4
 DF9661'KM TO COUNTY HIGHWAY F ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY
 DF9661'HIGHWAY F FOR 1.4 KM TO MOUND ROAD, TURN RIGHT AND GO EAST ON MOUND
 DF9661'ROAD FOR 0.4 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9661'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9661'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9661'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9661'IS 7.7 M NORTH OF THE CENTERLINE OF MOUND ROAD, 53.7 M NORTHEAST OF
 DF9661'POWER POLE --2-16-15 36/52--, 51.1 M NORTHWEST OF POWER POLE
 DF9661'--2-16-15 39/52--, AND 1 M SOUTH OF A CULTIVATED FIELD.
 DF9661'---NOTE---THE STATION IS EAST, WEST AND NORTH OF THREE WHITE PLASTIC
 DF9661'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9661'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9661
 DF9661                          STATION RECOVERY (2006)
 DF9661
 DF9661'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9661'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 122 M EAST OF A
 DF9661'--STOP AHEAD-- WOOD SIGN POST, 3.3 M NORTHWEST OF AN IRON SEWER PIPE
 DF9661'PROJECTING 10 CM ABOVE GROUND LEVEL, AND 1.0 M EAST AND 1.0 M WEST OF
 DF9661'TWO WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9660 ***********************************************************************
 DF9660  DESIGNATION -  1J16
 DF9660  PID         -  DF9660
 DF9660  STATE/COUNTY-  WI/WALWORTH
 DF9660  COUNTRY     -  US
 DF9660  USGS QUAD   -  ELKHORN (2018)
 DF9660
 DF9660                         *CURRENT SURVEY CONTROL
 DF9660  ______________________________________________________________________
 DF9660* NAD 83(1986) POSITION- 42 38 27.1    (N) 088 33 39.7    (W)   HD_HELD2
 DF9660* NAVD 88 ORTHO HEIGHT -   284.380 (meters)      933.00  (feet) ADJUSTED
 DF9660  ______________________________________________________________________
 DF9660  GEOID HEIGHT    -        -34.034 (meters)                     GEOID18
 DF9660  DYNAMIC HEIGHT  -        284.296 (meters)      932.73  (feet) COMP
 DF9660  MODELED GRAVITY -    980,317.0   (mgal)                       NAVD 88
 DF9660
 DF9660  VERT ORDER      -  SECOND    CLASS I
 DF9660
 DF9660.The horizontal coordinates were established by autonomous hand held GPS
 DF9660.observations and have an estimated accuracy of +/- 10 meters.
 DF9660
 DF9660.The orthometric height was determined by differential leveling and
 DF9660.adjusted by the WI DEPT OF TRANSP
 DF9660.in May 2012.
 DF9660
 DF9660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9660.GEOID18 height accuracy estimate available here.
 DF9660
 DF9660.Click photographs - Photos may exist for this station.
 DF9660
 DF9660.The dynamic height is computed by dividing the NAVD 88
 DF9660.geopotential number by the normal gravity value computed on the
 DF9660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9660.degrees latitude (g = 980.6199 gals.).
 DF9660
 DF9660.The modeled gravity was interpolated from observed gravity values.
 DF9660
 DF9660;                    North         East    Units  Estimated Accuracy
 DF9660;SPC WI S     -    72,213.      718,013.      MT  (+/- 10 meters HH2 GPS)
 DF9660
 DF9660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7202322115(NAD 83)
 DF9660
 DF9660                          SUPERSEDED SURVEY CONTROL
 DF9660
 DF9660  NAVD 88 (04/20/07)  284.355  (m)          932.92   (f) SUPERSEDED  2 1
 DF9660  NAVD 88 (02/25/04)  284.362  (m)          932.94   (f) SUPERSEDED  2 1
 DF9660
 DF9660.Superseded values are not recommended for survey control.
 DF9660
 DF9660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9660.See file dsdata.pdf to determine how the superseded data were derived.
 DF9660
 DF9660_MARKER: DD = SURVEY DISK
 DF9660_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9660_SP_SET: WINGWALL
 DF9660_STAMPING: 1J16 2002
 DF9660_MARK LOGO: WIDT
 DF9660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9660+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DF9660
 DF9660  HISTORY     - Date     Condition        Report By
 DF9660  HISTORY     - 2001     MONUMENTED       WIDT
 DF9660  HISTORY     - 20060807 GOOD             WIDT
 DF9660
 DF9660                          STATION DESCRIPTION
 DF9660
 DF9660'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9660'THE STATION IS LOCATED ABOUT 25 KM SOUTH-SOUTHEAST OF WHITEWATER, 12
 DF9660'KM WEST-NORTHWEST OF LAKE GENEVA, AND 4 KM SOUTH-SOUTHWEST OF
 DF9660'ELKHORN. OWNERSHIP--TOWN OF DELAVAN. TO REACH THE STATION FROM THE
 DF9660'JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY 67 IN THE CITY
 DF9660'OF ELKHORN, GO SOUTH ON STATE HIGHWAY 67 FOR 1.6 KM TO REMER ROAD ON
 DF9660'THE LEFT AND MOUND ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON MOUND
 DF9660'ROAD FOR 1.6 KM TO BRIDGE --B-64-77-91-- AND THE STATION ON THE LEFT.
 DF9660'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9660'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHEAST
 DF9660'CONCRETE WINGWALL AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DF9660'STATION IS 4.8 M SOUTH OF THE CENTERLINE OF MOUND ROAD, 23 M
 DF9660'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A 4X6 ELECTRICAL BUILDING,
 DF9660'AND 22.0 M EAST OF A WHITE PVC STAND PIPE.  ---NOTE---THIS STATION
 DF9660'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF9660'THE HORIZON.
 DF9660
 DF9660                          STATION RECOVERY (2006)
 DF9660
 DF9660'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9660'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.8 M WEST OF A
 DF9660'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9659 ***********************************************************************
 DF9659  DESIGNATION -  1J17
 DF9659  PID         -  DF9659
 DF9659  STATE/COUNTY-  WI/WALWORTH
 DF9659  COUNTRY     -  US
 DF9659  USGS QUAD   -  ELKHORN (2018)
 DF9659
 DF9659                         *CURRENT SURVEY CONTROL
 DF9659  ______________________________________________________________________
 DF9659* NAD 83(1986) POSITION- 42 38 27.18   (N) 088 32 00.10   (W)   HD_HELD1
 DF9659* NAVD 88 ORTHO HEIGHT -   307.290 (meters)     1008.17  (feet) ADJUSTED
 DF9659  ______________________________________________________________________
 DF9659  GEOID HEIGHT    -        -34.062 (meters)                     GEOID18
 DF9659  DYNAMIC HEIGHT  -        307.199 (meters)     1007.87  (feet) COMP
 DF9659  MODELED GRAVITY -    980,316.8   (mgal)                       NAVD 88
 DF9659
 DF9659  VERT ORDER      -  SECOND    CLASS I
 DF9659
 DF9659.The horizontal coordinates were determined by differentially corrected
 DF9659.hand held GPS observations or other comparable positioning techniques
 DF9659.and have an estimated accuracy of +/- 3 meters.
 DF9659
 DF9659.The orthometric height was determined by differential leveling and
 DF9659.adjusted by the WI DEPT OF TRANSP
 DF9659.in May 2012.
 DF9659
 DF9659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9659.GEOID18 height accuracy estimate available here.
 DF9659
 DF9659.Click photographs - Photos may exist for this station.
 DF9659
 DF9659.The dynamic height is computed by dividing the NAVD 88
 DF9659.geopotential number by the normal gravity value computed on the
 DF9659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9659.degrees latitude (g = 980.6199 gals.).
 DF9659
 DF9659.The modeled gravity was interpolated from observed gravity values.
 DF9659
 DF9659;                    North         East    Units  Estimated Accuracy
 DF9659;SPC WI S     -    72,254.9     720,281.5     MT  (+/- 3 meters HH1 GPS) 
 DF9659
 DF9659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7429122076(NAD 83)
 DF9659
 DF9659                          SUPERSEDED SURVEY CONTROL
 DF9659
 DF9659  NAVD 88 (04/20/07)  307.265  (m)         1008.09   (f) SUPERSEDED  2 1
 DF9659  NAVD 88 (02/25/04)  307.273  (m)         1008.11   (f) SUPERSEDED  2 1
 DF9659
 DF9659.Superseded values are not recommended for survey control.
 DF9659
 DF9659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9659.See file dsdata.pdf to determine how the superseded data were derived.
 DF9659
 DF9659_MARKER: DD = SURVEY DISK
 DF9659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9659_STAMPING: 1J17 2002
 DF9659_MARK LOGO: WIDT
 DF9659_PROJECTION: FLUSH
 DF9659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9659+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DF9659
 DF9659  HISTORY     - Date     Condition        Report By
 DF9659  HISTORY     - 2001     MONUMENTED       WIDT
 DF9659  HISTORY     - 20060807 GOOD             WIDT
 DF9659
 DF9659                          STATION DESCRIPTION
 DF9659
 DF9659'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9659'THE STATION IS LOCATED ABOUT 27 KM SOUTHEAST OF WHITEWATER, 21 KM
 DF9659'WEST OF BURLINGTON, AND 2 KM SOUTH OF ELKHORN.    OWNERSHIP--TOWN OF
 DF9659'GENEVA.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DF9659'43 WITH STATE HIGHWAY 67 IN THE CITY OF ELKHORN, GO SOUTH ON STATE
 DF9659'HIGHWAY 67 FOR 1.6 KM TO REMER ROAD ON THE LEFT AND MOUND ROAD ON THE
 DF9659'RIGHT, TURN LEFT AND GO EAST ON REMER ROAD FOR 0.6 KM TO THE STATION
 DF9659'ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9659'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9659'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9659'LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 6.2 M SOUTH OF THE
 DF9659'CENTERLINE OF REMER ROAD, 29 M WEST OF THE CENTERLINE OF PRIVATE
 DF9659'ENTRANCE --W4731--, 25.8 M SOUTHEAST OF POWER POLE --98F20442 1506--,
 DF9659'AND 1 M NORTH OF A CUTIVATED FIELD. ---NOTE---THE STATION IS EAST AND
 DF9659'WEST OF TWO WHITE PLASTIC WITNESS POSTS.  ----NOTE2---THIS STATION
 DF9659'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 DF9659'THE HORIZON.
 DF9659
 DF9659                          STATION RECOVERY (2006)
 DF9659
 DF9659'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9659'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.55 MILE WEST OF
 DF9659'PETRIE ROAD AND 0.09 MILE EAST OF HILLTOP DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9658 ***********************************************************************
 DF9658  DESIGNATION -  1J18
 DF9658  PID         -  DF9658
 DF9658  STATE/COUNTY-  WI/WALWORTH
 DF9658  COUNTRY     -  US
 DF9658  USGS QUAD   -  ELKHORN (2018)
 DF9658
 DF9658                         *CURRENT SURVEY CONTROL
 DF9658  ______________________________________________________________________
 DF9658* NAD 83(1986) POSITION- 42 39 03.50   (N) 088 31 18.72   (W)   HD_HELD1
 DF9658* NAVD 88 ORTHO HEIGHT -   308.386 (meters)     1011.76  (feet) ADJUSTED
 DF9658  ______________________________________________________________________
 DF9658  GEOID HEIGHT    -        -34.076 (meters)                     GEOID18
 DF9658  DYNAMIC HEIGHT  -        308.296 (meters)     1011.47  (feet) COMP
 DF9658  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 DF9658
 DF9658  VERT ORDER      -  SECOND    CLASS I
 DF9658
 DF9658.The horizontal coordinates were determined by differentially corrected
 DF9658.hand held GPS observations or other comparable positioning techniques
 DF9658.and have an estimated accuracy of +/- 3 meters.
 DF9658
 DF9658.The orthometric height was determined by differential leveling and
 DF9658.adjusted by the WI DEPT OF TRANSP
 DF9658.in May 2012.
 DF9658
 DF9658.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9658.GEOID18 height accuracy estimate available here.
 DF9658
 DF9658.Click photographs - Photos may exist for this station.
 DF9658
 DF9658.The dynamic height is computed by dividing the NAVD 88
 DF9658.geopotential number by the normal gravity value computed on the
 DF9658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9658.degrees latitude (g = 980.6199 gals.).
 DF9658
 DF9658.The modeled gravity was interpolated from observed gravity values.
 DF9658
 DF9658;                    North         East    Units  Estimated Accuracy
 DF9658;SPC WI S     -    73,392.1     721,204.2     MT  (+/- 3 meters HH1 GPS) 
 DF9658
 DF9658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7525423179(NAD 83)
 DF9658
 DF9658                          SUPERSEDED SURVEY CONTROL
 DF9658
 DF9658  NAVD 88 (04/20/07)  308.361  (m)         1011.68   (f) SUPERSEDED  2 1
 DF9658  NAVD 88 (02/25/04)  308.369  (m)         1011.71   (f) SUPERSEDED  2 1
 DF9658
 DF9658.Superseded values are not recommended for survey control.
 DF9658
 DF9658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9658.See file dsdata.pdf to determine how the superseded data were derived.
 DF9658
 DF9658_MARKER: DD = SURVEY DISK
 DF9658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9658_STAMPING: 1J18 2002
 DF9658_MARK LOGO: WIDT
 DF9658_PROJECTION: FLUSH
 DF9658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9658+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DF9658
 DF9658  HISTORY     - Date     Condition        Report By
 DF9658  HISTORY     - 2001     MONUMENTED       WIDT
 DF9658  HISTORY     - 20060807 GOOD             WIDT
 DF9658
 DF9658                          STATION DESCRIPTION
 DF9658
 DF9658'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9658'THE STATION IS LOCATED ABOUT 27 KM SOUTHEAST OF WHITEWATER, 20 KM
 DF9658'WEST OF BURLINGTON, AND 2 KM SOUTH-SOUTHEAST OF ELKHORN.
 DF9658'OWNERSHIP--WALWORTH COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9658'INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY 67 IN THE CITY OF ELKHORN,
 DF9658'GO SOUTH ON STATE HIGHWAY 67 FOR 1.6 KM TO REMER ROAD ON THE LEFT AND
 DF9658'MOUND ROAD ON THE RIGHT, TURN LEFT AND GO EAST ON REMER ROAD FOR 1.6
 DF9658'KM TO PETRIE ROAD, TURN LEFT AND GO NORTH ON PETRIE ROAD FOR 0.2 KM
 DF9658'TO COUNTY HIGHWAY H, TURN LEFT AND CONTINUE NORTH ON COUNTY HIGHWAY H
 DF9658'FOR 0.8 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9658'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9658'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9658'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9658'STATION IS 10.1 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY H, 34 M
 DF9658'NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N4365--, AND
 DF9658'33.6 M SOUTHEAST OF POWER POLE --98F 20308 1541--, AND 1 M WEST OF A
 DF9658'CULTIVATED FIELD. ---NOTE---THE STATION IS NORTH, SOUTH AND EAST OF
 DF9658'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9658'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9658'HORIZON.
 DF9658
 DF9658                          STATION RECOVERY (2006)
 DF9658
 DF9658'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9658'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS RECESSED 10 CM
 DF9658'BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9677 ***********************************************************************
 DF9677  DESIGNATION -  1J19
 DF9677  PID         -  DF9677
 DF9677  STATE/COUNTY-  WI/ROCK
 DF9677  COUNTRY     -  US
 DF9677  USGS QUAD   -  JANESVILLE WEST (2018)
 DF9677
 DF9677                         *CURRENT SURVEY CONTROL
 DF9677  ______________________________________________________________________
 DF9677* NAD 83(1986) POSITION- 42 44 00.07   (N) 089 02 34.61   (W)   HD_HELD1
 DF9677* NAVD 88 ORTHO HEIGHT -   274.447 (meters)      900.41  (feet) ADJUSTED
 DF9677  ______________________________________________________________________
 DF9677  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 DF9677  DYNAMIC HEIGHT  -        274.369 (meters)      900.16  (feet) COMP
 DF9677  MODELED GRAVITY -    980,330.1   (mgal)                       NAVD 88
 DF9677
 DF9677  VERT ORDER      -  SECOND    CLASS I
 DF9677
 DF9677.The horizontal coordinates were determined by differentially corrected
 DF9677.hand held GPS observations or other comparable positioning techniques
 DF9677.and have an estimated accuracy of +/- 3 meters.
 DF9677
 DF9677.The orthometric height was determined by differential leveling and
 DF9677.adjusted by the WI DEPT OF TRANSP
 DF9677.in May 2012.
 DF9677
 DF9677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9677.GEOID18 height accuracy estimate available here.
 DF9677
 DF9677.Click photographs - Photos may exist for this station.
 DF9677
 DF9677.The dynamic height is computed by dividing the NAVD 88
 DF9677.geopotential number by the normal gravity value computed on the
 DF9677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9677.degrees latitude (g = 980.6199 gals.).
 DF9677
 DF9677.The modeled gravity was interpolated from observed gravity values.
 DF9677
 DF9677;                    North         East    Units  Estimated Accuracy
 DF9677;SPC WI S     -    81,919.1     678,373.9     MT  (+/- 3 meters HH1 GPS) 
 DF9677
 DF9677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3276133228(NAD 83)
 DF9677
 DF9677                          SUPERSEDED SURVEY CONTROL
 DF9677
 DF9677  NAVD 88 (04/20/07)  274.427  (m)          900.35   (f) SUPERSEDED  2 1
 DF9677  NAVD 88 (02/25/04)  274.414  (m)          900.31   (f) SUPERSEDED  2 1
 DF9677
 DF9677.Superseded values are not recommended for survey control.
 DF9677
 DF9677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9677.See file dsdata.pdf to determine how the superseded data were derived.
 DF9677
 DF9677_MARKER: DD = SURVEY DISK
 DF9677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9677_STAMPING: 1J19 2002
 DF9677_MARK LOGO: WIDT
 DF9677_PROJECTION: FLUSH
 DF9677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9677+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 DF9677
 DF9677  HISTORY     - Date     Condition        Report By
 DF9677  HISTORY     - 2001     MONUMENTED       WIDT
 DF9677  HISTORY     - 20040411 GOOD             USPSQD
 DF9677  HISTORY     - 20070820 GOOD             WIDT
 DF9677  HISTORY     - 20160601 GOOD             WIDT
 DF9677
 DF9677                          STATION DESCRIPTION
 DF9677
 DF9677'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9677'THE STATION IS LOCATED ABOUT 21 KM EAST OF EVANSVILLE, 12 KM SOUTH OF
 DF9677'EDGERTON AND 4 KM WEST OF JANESVILLE. OWNERSHIP--ROCK COUNTY. TO
 DF9677'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH US HIGHWAY
 DF9677'51 ABOUT 3 KM WEST OF THE CITY OF JANESVILLE, GO WEST ON US HIGHWAY
 DF9677'14 FOR 0.8 KM TO COUNTY HIGHWAY F, TURN RIGHT AND GO NORTH ON COUNTY
 DF9677'HIGHWAY F FOR 0.3 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9677'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9677'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9677'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9677'STATION IS 7.3 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY F, 45.5 M
 DF9677'NORTHWEST OF POWER POLE --WPL 3-12-11 27/10--, 45.2 M SOUTHWEST OF
 DF9677'POWER POLE--WPL 3-12-11 27/13--, AND 1 M EAST OF A CULTIVATED FIELD.
 DF9677'---NOTE---THE STATION IS NORTHEAST, SOUTHEAST AND WEST OF THREE WHITE
 DF9677'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9677'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9677
 DF9677                          STATION RECOVERY (2004)
 DF9677
 DF9677'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9677'RECOVERED IN GOOD CONDITION.
 DF9677
 DF9677                          STATION RECOVERY (2007)
 DF9677
 DF9677'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9677'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 107 M
 DF9677'NORTH OF A --JCT 14-- WOOD SIGN POST.
 DF9677
 DF9677                          STATION RECOVERY (2016)
 DF9677
 DF9677'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9677'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9680 ***********************************************************************
 DF9680  DESIGNATION -  1J22
 DF9680  PID         -  DF9680
 DF9680  STATE/COUNTY-  WI/ROCK
 DF9680  COUNTRY     -  US
 DF9680  USGS QUAD   -  MILTON (2018)
 DF9680
 DF9680                         *CURRENT SURVEY CONTROL
 DF9680  ______________________________________________________________________
 DF9680* NAD 83(1986) POSITION- 42 45 08.81   (N) 088 57 11.44   (W)   HD_HELD1
 DF9680* NAVD 88 ORTHO HEIGHT -   267.931 (meters)      879.04  (feet) ADJUSTED
 DF9680  ______________________________________________________________________
 DF9680  GEOID HEIGHT    -        -33.956 (meters)                     GEOID18
 DF9680  DYNAMIC HEIGHT  -        267.855 (meters)      878.79  (feet) COMP
 DF9680  MODELED GRAVITY -    980,333.4   (mgal)                       NAVD 88
 DF9680
 DF9680  VERT ORDER      -  SECOND    CLASS I
 DF9680
 DF9680.The horizontal coordinates were determined by differentially corrected
 DF9680.hand held GPS observations or other comparable positioning techniques
 DF9680.and have an estimated accuracy of +/- 3 meters.
 DF9680
 DF9680.The orthometric height was determined by differential leveling and
 DF9680.adjusted by the WI DEPT OF TRANSP
 DF9680.in May 2012.
 DF9680
 DF9680.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9680.GEOID18 height accuracy estimate available here.
 DF9680
 DF9680.Click photographs - Photos may exist for this station.
 DF9680
 DF9680.The dynamic height is computed by dividing the NAVD 88
 DF9680.geopotential number by the normal gravity value computed on the
 DF9680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9680.degrees latitude (g = 980.6199 gals.).
 DF9680
 DF9680.The modeled gravity was interpolated from observed gravity values.
 DF9680
 DF9680;                    North         East    Units  Estimated Accuracy
 DF9680;SPC WI S     -    84,128.4     685,698.2     MT  (+/- 3 meters HH1 GPS) 
 DF9680
 DF9680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4015935174(NAD 83)
 DF9680
 DF9680                          SUPERSEDED SURVEY CONTROL
 DF9680
 DF9680  NAVD 88 (04/20/07)  267.910  (m)          878.97   (f) SUPERSEDED  2 1
 DF9680  NAVD 88 (02/25/04)  267.893  (m)          878.91   (f) SUPERSEDED  2 1
 DF9680
 DF9680.Superseded values are not recommended for survey control.
 DF9680
 DF9680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9680.See file dsdata.pdf to determine how the superseded data were derived.
 DF9680
 DF9680_MARKER: DD = SURVEY DISK
 DF9680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9680_STAMPING: 1J22 2002
 DF9680_MARK LOGO: WIDT
 DF9680_PROJECTION: FLUSH
 DF9680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9680+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 DF9680
 DF9680  HISTORY     - Date     Condition        Report By
 DF9680  HISTORY     - 2001     MONUMENTED       WIDT
 DF9680  HISTORY     - 20060906 GOOD             GEOCAC
 DF9680  HISTORY     - 20070816 GOOD             WIDT
 DF9680  HISTORY     - 20160601 GOOD             WIDT
 DF9680
 DF9680                          STATION DESCRIPTION
 DF9680
 DF9680'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9680'THE STATION IS LOCATED ABOUT 7 KM NORTHEAST OF JANESVILLE AND 3 KM
 DF9680'SOUTHWEST OF MILTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF9680'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF9680'HIGHWAY 26 WITH STATE HIGHWAY 59 IN THE CITY OF MILTON, GO SOUTH ON
 DF9680'STATE HIGHWAY 26 FOR 2.9 KM TO EAST M-H TOWNLINE ROAD ON THE LEFT,
 DF9680'CONTINUE SOUTHWEST ON STATE HIGHWAY 26 FOR 1.1 KM TO THE STATION ON
 DF9680'THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9680'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9680'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9680'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.8 M
 DF9680'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF STATE
 DF9680'HIGHWAY 26, 0.2 KM NORTHEAST OF NORTH HARMONY TOWNLINE ROAD, 16.4 M
 DF9680'WEST-SOUTHWEST OF A 60-CM DIAMETER REINFORCED CONCRETE CULVERT PIPE,
 DF9680'AND 7 M NORTH-NORTHWEST OF A CULTIVATED FIELD. ---NOTE---THE STATION
 DF9680'IS NORTHWEST, NORTHEAST AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 DF9680'POSTS. ---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9680'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9680
 DF9680                          STATION RECOVERY (2006)
 DF9680
 DF9680'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 DF9680'RECOVERED IN GOOD CONDITION.
 DF9680
 DF9680                          STATION RECOVERY (2007)
 DF9680
 DF9680'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9680'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 41.0 M
 DF9680'SOUTH-SOUTHEAST OF THE SOUTHEAST --HARMONY TOWN HALL-- WOOD SIGN POST
 DF9680'IN THE HIGHWAY MEDIAN.
 DF9680
 DF9680                          STATION RECOVERY (2016)
 DF9680
 DF9680'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9680'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF LIMA
 DF9680'CENTER, 5.8 MI (9.4 KM) NORTHEAST OF JANESVILLE AND 1.7 MI (2.7 KM)
 DF9680'SOUTH-SOUTHWEST OF MILTON.
 DF9680'
 DF9680'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH COUNTY
 DF9680'HIGHWAY Y, WHICH IS LOCATED ABOUT 1.25 MI (2.01 KM) NORTHEAST OF THE
 DF9680'JUNCTION OF INTERSTATE HIGHWAY 90 WITH STATE HIGHWAY 26 (EXIT 171 A),
 DF9680'GO NORTHEAST ON STATE HIGHWAY 26 FOR 1.5 MI (2.4 KM) TO THE GRADE
 DF9680'SEPARATED JUNCTION OF STATE HIGHWAY 26 WITH HARMONY TOWN HALL ROAD
 DF9680'(EXIT 6).  CONTINUE NORTHEAST ON STATE HIGHWAY 26 TO A YELLOW MERGING
 DF9680'TRAFFIC WARNING SIGN ON THE RIGHT AND THE STATION ON THE RIGHT, WHICH
 DF9680'IS APPROXIMATELY 90 M (295.3 FT) NORTHEAST OF THE HARMONY TOWN HALL
 DF9680'ROAD BRIDGE OVER NORTHBOUND STATE HIGHWAY 26.
 DF9680'
 DF9680'THE STATION IS 14.0 M (45.9 FT) SOUTHEAST OF THE CENTERLINE OF
 DF9680'NORTHBOUND STATE HIGHWAY 26, 5.5 M (86.9 FT) EAST-SOUTHEAST OF THE
 DF9680'NEAR WOODEN SIGN POST FOR A MERGING TRAFFIC WARNING SIGN, AND IS
 DF9680'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DF9680'WITNESS POSTS.
 DF9680'
 DF9680'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF9680'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9683 ***********************************************************************
 DF9683  DESIGNATION -  1J24
 DF9683  PID         -  DF9683
 DF9683  STATE/COUNTY-  WI/ROCK
 DF9683  COUNTRY     -  US
 DF9683  USGS QUAD   -  MILTON (2018)
 DF9683
 DF9683                         *CURRENT SURVEY CONTROL
 DF9683  ______________________________________________________________________
 DF9683* NAD 83(1986) POSITION- 42 46 19.64   (N) 088 53 57.66   (W)   HD_HELD1
 DF9683* NAVD 88 ORTHO HEIGHT -   271.381 (meters)      890.36  (feet) ADJUSTED
 DF9683  ______________________________________________________________________
 DF9683  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 DF9683  DYNAMIC HEIGHT  -        271.306 (meters)      890.11  (feet) COMP
 DF9683  MODELED GRAVITY -    980,335.7   (mgal)                       NAVD 88
 DF9683
 DF9683  VERT ORDER      -  SECOND    CLASS I
 DF9683
 DF9683.The horizontal coordinates were determined by differentially corrected
 DF9683.hand held GPS observations or other comparable positioning techniques
 DF9683.and have an estimated accuracy of +/- 3 meters.
 DF9683
 DF9683.The orthometric height was determined by differential leveling and
 DF9683.adjusted by the NATIONAL GEODETIC SURVEY
 DF9683.in May 2017.
 DF9683
 DF9683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9683.GEOID18 height accuracy estimate available here.
 DF9683
 DF9683.Click photographs - Photos may exist for this station.
 DF9683
 DF9683.The dynamic height is computed by dividing the NAVD 88
 DF9683.geopotential number by the normal gravity value computed on the
 DF9683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9683.degrees latitude (g = 980.6199 gals.).
 DF9683
 DF9683.The modeled gravity was interpolated from observed gravity values.
 DF9683
 DF9683;                    North         East    Units  Estimated Accuracy
 DF9683;SPC WI S     -    86,370.6     690,075.7     MT  (+/- 3 meters HH1 GPS) 
 DF9683
 DF9683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4461337259(NAD 83)
 DF9683
 DF9683                          SUPERSEDED SURVEY CONTROL
 DF9683
 DF9683  NAVD 88 (05/08/12)  271.389  (m)          890.38   (f) SUPERSEDED  2 1
 DF9683  NAVD 88 (04/20/07)  271.368  (m)          890.31   (f) SUPERSEDED  2 1
 DF9683  NAVD 88 (02/25/04)  271.349  (m)          890.25   (f) SUPERSEDED  2 1
 DF9683
 DF9683.Superseded values are not recommended for survey control.
 DF9683
 DF9683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9683.See file dsdata.pdf to determine how the superseded data were derived.
 DF9683
 DF9683_MARKER: DD = SURVEY DISK
 DF9683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9683_STAMPING: 1J24 2002
 DF9683_MARK LOGO: WIDT
 DF9683_PROJECTION: FLUSH
 DF9683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9683+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 DF9683
 DF9683  HISTORY     - Date     Condition        Report By
 DF9683  HISTORY     - 2001     MONUMENTED       WIDT
 DF9683  HISTORY     - 20060906 GOOD             GEOCAC
 DF9683  HISTORY     - 20070815 GOOD             WIDT
 DF9683  HISTORY     - 20160601 GOOD             WIDT
 DF9683
 DF9683                          STATION DESCRIPTION
 DF9683
 DF9683'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9683'THE STATION IS LOCATED ABOUT 15 KM SOUTHWEST OF WHITEWATER, 14 KM
 DF9683'NORTHEAST OF JANESVILLE, AND 3 KM EAST OF MILTON.
 DF9683'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9683'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 59
 DF9683'IN THE CITY OF MILTON, GO EAST ON STATE HIGHWAY 59 FOR 0.3 KM TO
 DF9683'COUNTY HIGHWAY M, CONTINUE EAST ON STATE HIGHWAY 59 FOR 2.8 KM TO THE
 DF9683'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9683'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN TOP OF A
 DF9683'41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DF9683'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.0 M NORTH OF THE
 DF9683'CENTERLINE OF STATE HIGHWAY 59, 34.7 M NORTHWEST OF A TELEPHONE POLE,
 DF9683'29.6 M EAST OF TELEPHONE PEDESTAL --258050--, AND 1.4 M SOUTH OF A
 DF9683'FENCE. ---NOTE---THE STATION IS EAST, WEST AND SOUTH OF THREE WHITE
 DF9683'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9683'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9683
 DF9683                          STATION RECOVERY (2006)
 DF9683
 DF9683'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 DF9683'RECOVERED IN GOOD CONDITION.
 DF9683
 DF9683                          STATION RECOVERY (2007)
 DF9683
 DF9683'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9683'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.13 MILE WEST OF
 DF9683'NORTH VICKERMAN ROAD, 0.4 M SOUTH OF AN ORANGE FIBERGLASS WITNESS
 DF9683'POST, AND 1.0 M EAST AND 1.0 M WEST OF TWO WHITE PLASTIC WITNESS
 DF9683'POSTS.
 DF9683
 DF9683                          STATION RECOVERY (2016)
 DF9683
 DF9683'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9683'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9684 ***********************************************************************
 DF9684  DESIGNATION -  1J25
 DF9684  PID         -  DF9684
 DF9684  STATE/COUNTY-  WI/ROCK
 DF9684  COUNTRY     -  US
 DF9684  USGS QUAD   -  MILTON (2018)
 DF9684
 DF9684                         *CURRENT SURVEY CONTROL
 DF9684  ______________________________________________________________________
 DF9684* NAD 83(2011) POSITION- 42 46 18.49191(N) 088 52 33.77945(W)   ADJUSTED
 DF9684* NAD 83(2011) ELLIP HT-   240.465 (meters)        (06/27/12)   ADJUSTED
 DF9684* NAD 83(2011) EPOCH   -  2010.00
 DF9684* NAVD 88 ORTHO HEIGHT -   274.435 (meters)      900.38  (feet) ADJUSTED
 DF9684  ______________________________________________________________________
 DF9684  GEOID HEIGHT    -        -33.973 (meters)                     GEOID18
 DF9684  NAD 83(2011) X  -     91,983.973 (meters)                     COMP
 DF9684  NAD 83(2011) Y  - -4,688,479.615 (meters)                     COMP
 DF9684  NAD 83(2011) Z  -  4,309,090.501 (meters)                     COMP
 DF9684  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 DF9684  DYNAMIC HEIGHT  -        274.359 (meters)      900.13  (feet) COMP
 DF9684  MODELED GRAVITY -    980,336.1   (mgal)                       NAVD 88
 DF9684
 DF9684  VERT ORDER      -  SECOND    CLASS I
 DF9684
 DF9684  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9684  Standards:
 DF9684         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9684            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9684  -------------------------------------------------------------------
 DF9684  NETWORK    0.38   0.53           0.17   0.14   0.27      0.01649572
 DF9684  -------------------------------------------------------------------
 DF9684  Click here for local accuracies and other accuracy information.
 DF9684
 DF9684.The horizontal coordinates were established by GPS observations
 DF9684.and adjusted by the National Geodetic Survey in June 2012.
 DF9684
 DF9684.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9684.been affixed to the stable North American tectonic plate. See 
 DF9684.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9684
 DF9684.The horizontal coordinates are valid at the epoch date displayed above
 DF9684.which is a decimal equivalence of Year/Month/Day.
 DF9684
 DF9684.The orthometric height was determined by differential leveling and
 DF9684.adjusted by the WI DEPT OF TRANSP
 DF9684.in May 2012.
 DF9684
 DF9684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9684.GEOID18 height accuracy estimate available here.
 DF9684
 DF9684.Click photographs - Photos may exist for this station.
 DF9684
 DF9684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9684
 DF9684.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9684
 DF9684.The ellipsoidal height was determined by GPS observations
 DF9684.and is referenced to NAD 83.
 DF9684
 DF9684.The dynamic height is computed by dividing the NAVD 88
 DF9684.geopotential number by the normal gravity value computed on the
 DF9684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9684.degrees latitude (g = 980.6199 gals.).
 DF9684
 DF9684.The modeled gravity was interpolated from observed gravity values.
 DF9684
 DF9684. The following values were computed from the NAD 83(2011) position.
 DF9684
 DF9684;                    North         East     Units Scale Factor Converg.
 DF9684;SPC WI S     -    86,360.621   691,982.932   MT  0.99999247   +0 46 20.2
 DF9684;SPC WI S     -   283,334.80  2,270,280.67   sFT  0.99999247   +0 46 20.2
 DF9684;UTM  16      - 4,737,181.110   346,519.428   MT  0.99988981   -1 16 27.3
 DF9684
 DF9684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9684!SPC WI S     -   0.99996229  x   0.99999247  =   0.99995476
 DF9684!UTM  16      -   0.99996229  x   0.99988981  =   0.99985210
 DF9684
 DF9684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4651937181(NAD 83)
 DF9684
 DF9684                          SUPERSEDED SURVEY CONTROL
 DF9684
 DF9684  NAD 83(2007)-  42 46 18.49194(N)    088 52 33.78036(W) AD(2002.00) 0
 DF9684  ELLIP H (02/10/07)  240.496  (m)                       GP(2002.00)    
 DF9684  NAD 83(1997)-  42 46 18.49187(N)    088 52 33.78064(W) AD(       ) 1
 DF9684  ELLIP H (04/02/04)  240.504  (m)                       GP(       ) 4 1
 DF9684  NAVD 88             274.41   (m)          900.3    (f) LEVELING    3  
 DF9684  NAVD 88 (04/20/07)  274.414  (m)          900.31   (f) SUPERSEDED  2 1
 DF9684  NAVD 88             274.39   (m)          900.2    (f) LEVELING    3  
 DF9684  NAVD 88 (02/25/04)  274.394  (m)          900.24   (f) SUPERSEDED  2 1
 DF9684
 DF9684.Superseded values are not recommended for survey control.
 DF9684
 DF9684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9684.See file dsdata.pdf to determine how the superseded data were derived.
 DF9684
 DF9684_MARKER: DD = SURVEY DISK
 DF9684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9684_STAMPING: 1J25 2002
 DF9684_MARK LOGO: WIDT
 DF9684_PROJECTION: FLUSH
 DF9684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9684+STABILITY: SURFACE MOTION
 DF9684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9684+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 DF9684
 DF9684  HISTORY     - Date     Condition        Report By
 DF9684  HISTORY     - 2001     MONUMENTED       WIDT
 DF9684  HISTORY     - 20060906 GOOD             GEOCAC
 DF9684  HISTORY     - 20070815 GOOD             WIDT
 DF9684  HISTORY     - 20160601 GOOD             WIDT
 DF9684
 DF9684                          STATION DESCRIPTION
 DF9684
 DF9684'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9684'THE STATION IS LOCATED ABOUT 15 KM NORTHEAST OF JANESVILLE, 14 KM
 DF9684'SOUTHWEST OF WHITEWATER, AND 4 KM EAST OF MILTON.
 DF9684'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9684'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 59
 DF9684'IN THE CITY OF MILTON, GO EAST ON STATE HIGHWAY 59 FOR 3.4 KM TO
 DF9684'NORTH VICKERMAN ROAD, CONTINUE EAST ON STATE HIGHWAY 59 FOR 1.7 KM TO
 DF9684'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9684'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9684'IN TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND
 DF9684'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.    THE STATION IS 10.4 M SOUTH
 DF9684'OF THE CENTERLINE OF STATE HIGHWAY 59, 0.1 KM WEST OF THE WESTERNMOST
 DF9684'PRIVATE ENTRANCE FOR --8718--, AND 30.4 M SOUTHEAST OF TELEPHONE POLE
 DF9684'--40-5 85-04810--.  ---NOTE---THE STATION IS EAST, WEST AND NORTH OF
 DF9684'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9684'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9684'HORIZON.
 DF9684
 DF9684                          STATION RECOVERY (2006)
 DF9684
 DF9684'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 DF9684'RECOVERED IN GOOD CONDITION.
 DF9684
 DF9684                          STATION RECOVERY (2007)
 DF9684
 DF9684'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9684'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.91 MILE WEST OF
 DF9684'COUNTY HIGHWAY KK, 0.5 M NORTH OF AN ORANGE FIBERGLASS WITNESS POST,
 DF9684'AND 1.0 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC
 DF9684'WITNESS POSTS.
 DF9684
 DF9684                          STATION RECOVERY (2016)
 DF9684
 DF9684'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9684'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9685 ***********************************************************************
 DF9685  DESIGNATION -  1J26
 DF9685  PID         -  DF9685
 DF9685  STATE/COUNTY-  WI/ROCK
 DF9685  COUNTRY     -  US
 DF9685  USGS QUAD   -  LIMA CENTER (2018)
 DF9685
 DF9685                         *CURRENT SURVEY CONTROL
 DF9685  ______________________________________________________________________
 DF9685* NAD 83(1986) POSITION- 42 46 16.39   (N) 088 51 12.67   (W)   HD_HELD1
 DF9685* NAVD 88 ORTHO HEIGHT -   279.062 (meters)      915.56  (feet) ADJUSTED
 DF9685  ______________________________________________________________________
 DF9685  GEOID HEIGHT    -        -33.967 (meters)                     GEOID18
 DF9685  DYNAMIC HEIGHT  -        278.985 (meters)      915.30  (feet) COMP
 DF9685  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 DF9685
 DF9685  VERT ORDER      -  SECOND    CLASS I
 DF9685
 DF9685.The horizontal coordinates were determined by differentially corrected
 DF9685.hand held GPS observations or other comparable positioning techniques
 DF9685.and have an estimated accuracy of +/- 3 meters.
 DF9685
 DF9685.The orthometric height was determined by differential leveling and
 DF9685.adjusted by the WI DEPT OF TRANSP
 DF9685.in May 2012.
 DF9685
 DF9685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9685.GEOID18 height accuracy estimate available here.
 DF9685
 DF9685.Click photographs - Photos may exist for this station.
 DF9685
 DF9685.The dynamic height is computed by dividing the NAVD 88
 DF9685.geopotential number by the normal gravity value computed on the
 DF9685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9685.degrees latitude (g = 980.6199 gals.).
 DF9685
 DF9685.The modeled gravity was interpolated from observed gravity values.
 DF9685
 DF9685;                    North         East    Units  Estimated Accuracy
 DF9685;SPC WI S     -    86,320.9     693,827.6     MT  (+/- 3 meters HH1 GPS) 
 DF9685
 DF9685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4836137075(NAD 83)
 DF9685
 DF9685                          SUPERSEDED SURVEY CONTROL
 DF9685
 DF9685  NAVD 88 (04/20/07)  279.041  (m)          915.49   (f) SUPERSEDED  2 1
 DF9685  NAVD 88 (02/25/04)  279.020  (m)          915.42   (f) SUPERSEDED  2 1
 DF9685
 DF9685.Superseded values are not recommended for survey control.
 DF9685
 DF9685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9685.See file dsdata.pdf to determine how the superseded data were derived.
 DF9685
 DF9685_MARKER: DD = SURVEY DISK
 DF9685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9685_STAMPING: 1J26 2002
 DF9685_MARK LOGO: WIDT
 DF9685_PROJECTION: FLUSH
 DF9685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9685+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 DF9685
 DF9685  HISTORY     - Date     Condition        Report By
 DF9685  HISTORY     - 2001     MONUMENTED       WIDT
 DF9685  HISTORY     - 20070815 GOOD             WIDT
 DF9685  HISTORY     - 20160601 GOOD             WIDT
 DF9685
 DF9685                          STATION DESCRIPTION
 DF9685
 DF9685'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9685'THE STATION IS LOCATED ABOUT 17 KM NORTHEAST OF JANESVILLE, 12 KM
 DF9685'SOUTHWEST OF WHITEWATER, AND 7 KM EAST OF MILTON.
 DF9685'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9685'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 59
 DF9685'IN THE CITY OF MILTON, GO EAST ON STATE HIGHWAY 59 FOR 6.6 KM TO
 DF9685'COUNTY HIGHWAY KK, CONTINUE EAST ON STATE HIGHWAY 59 FOR 0.3 KM TO
 DF9685'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9685'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9685'IN TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DF9685'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.    THE STATION IS 11.8 M SOUTH
 DF9685'OF THE CENTERLINE OF STATE HIGHWAY 59, 1.3 KM WEST OF EAST BERG ROAD,
 DF9685'57.6 M EAST OF TELEPHONE PEDESTAL --836 48--, 25.7 M SOUTHEAST OF A
 DF9685'WOOD POST FOR --JCT COUNTY HIGHWAY KK-- SIGN, 25.6 M SOUTH-SOUTHWEST
 DF9685'OF TELEPHONE POLE --85-04863--, AND 1 M NORTH OF A CULTIVATED FIELD.
 DF9685'---NOTE---THE STATION IS SOUTH, EAST AND WEST OF THREE WHITE PLASTIC
 DF9685'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9685'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9685
 DF9685                          STATION RECOVERY (2007)
 DF9685
 DF9685'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9685'RECOVERED IN GOOD CONDITION.  A VISIBLE OBSTRUCTION AT THIS STATION IS
 DF9685'A TREE TO THE EAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DF9685
 DF9685                          STATION RECOVERY (2016)
 DF9685
 DF9685'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9685'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9686 ***********************************************************************
 DF9686  DESIGNATION -  1J27
 DF9686  PID         -  DF9686
 DF9686  STATE/COUNTY-  WI/ROCK
 DF9686  COUNTRY     -  US
 DF9686  USGS QUAD   -  LIMA CENTER (2018)
 DF9686
 DF9686                         *CURRENT SURVEY CONTROL
 DF9686  ______________________________________________________________________
 DF9686* NAD 83(1986) POSITION- 42 46 37.59   (N) 088 49 48.88   (W)   HD_HELD1
 DF9686* NAVD 88 ORTHO HEIGHT -   275.930 (meters)      905.28  (feet) ADJUSTED
 DF9686  ______________________________________________________________________
 DF9686  GEOID HEIGHT    -        -33.974 (meters)                     GEOID18
 DF9686  DYNAMIC HEIGHT  -        275.853 (meters)      905.03  (feet) COMP
 DF9686  MODELED GRAVITY -    980,337.5   (mgal)                       NAVD 88
 DF9686
 DF9686  VERT ORDER      -  SECOND    CLASS I
 DF9686
 DF9686.The horizontal coordinates were determined by differentially corrected
 DF9686.hand held GPS observations or other comparable positioning techniques
 DF9686.and have an estimated accuracy of +/- 3 meters.
 DF9686
 DF9686.The orthometric height was determined by differential leveling and
 DF9686.adjusted by the WI DEPT OF TRANSP
 DF9686.in May 2012.
 DF9686
 DF9686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9686.GEOID18 height accuracy estimate available here.
 DF9686
 DF9686.Click photographs - Photos may exist for this station.
 DF9686
 DF9686.The dynamic height is computed by dividing the NAVD 88
 DF9686.geopotential number by the normal gravity value computed on the
 DF9686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9686.degrees latitude (g = 980.6199 gals.).
 DF9686
 DF9686.The modeled gravity was interpolated from observed gravity values.
 DF9686
 DF9686;                    North         East    Units  Estimated Accuracy
 DF9686;SPC WI S     -    87,001.4     695,723.1     MT  (+/- 3 meters HH1 GPS) 
 DF9686
 DF9686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5027937687(NAD 83)
 DF9686
 DF9686                          SUPERSEDED SURVEY CONTROL
 DF9686
 DF9686  NAVD 88 (04/20/07)  275.909  (m)          905.21   (f) SUPERSEDED  2 1
 DF9686  NAVD 88 (02/25/04)  275.886  (m)          905.14   (f) SUPERSEDED  2 1
 DF9686
 DF9686.Superseded values are not recommended for survey control.
 DF9686
 DF9686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9686.See file dsdata.pdf to determine how the superseded data were derived.
 DF9686
 DF9686_MARKER: DD = SURVEY DISK
 DF9686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9686_STAMPING: 1J27 2002
 DF9686_MARK LOGO: WIDT
 DF9686_PROJECTION: FLUSH
 DF9686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9686+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 DF9686
 DF9686  HISTORY     - Date     Condition        Report By
 DF9686  HISTORY     - 2001     MONUMENTED       WIDT
 DF9686  HISTORY     - 20070815 GOOD             WIDT
 DF9686
 DF9686                          STATION DESCRIPTION
 DF9686
 DF9686'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9686'THE STATION IS LOCATED ABOUT 19 KM NORTHEAST OF JANESVILLE, 10 KM
 DF9686'SOUTHWEST OF WHITEWATER, AND 9 KM EAST OF MILTON.
 DF9686'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9686'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 59
 DF9686'IN THE CITY OF MILTON, GO EAST ON STATE HIGHWAY 59 FOR 8.2 KM TO EAST
 DF9686'BERG ROAD ON THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 59 FOR 0.9 KM
 DF9686'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9686'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9686'IN TOP OF A 41-CM CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9686'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.3 M SOUTHEAST OF
 DF9686'THE CENTERLINE OF STATE HIGHWAY 59, 0.3 KM SOUTHWEST OF NORTH LIMA
 DF9686'CENTER ROAD, 45.2 M SOUTH OF TELEPHONE POLE --85-04181--, 34.4 M EAST
 DF9686'OF TELEPHONE POLE --85-04182 40-5--, AND 3 M NORTHWEST OF A
 DF9686'CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTHWEST, NORTHEAST AND
 DF9686'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9686'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9686'ABOVE THE HORIZON.
 DF9686
 DF9686                          STATION RECOVERY (2007)
 DF9686
 DF9686'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9686'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.20 MILE SOUTHWEST
 DF9686'OF NORTH LIMA CENTER ROAD, 88.5 M NORTHEAST OF THE NORTHEAST OF TWO
 DF9686'GALVANIZED PIPE CULVERTS, AND 67.0 M EAST-NORTHEAST OF A --NO PASSING
 DF9686'ZONE-- WOOD SIGN POST.  NOTE-- PART OF THE DESIGNATION STAMPING IS
 DF9686'GOUGED OUT OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9687 ***********************************************************************
 DF9687  DESIGNATION -  1J28
 DF9687  PID         -  DF9687
 DF9687  STATE/COUNTY-  WI/ROCK
 DF9687  COUNTRY     -  US
 DF9687  USGS QUAD   -  LIMA CENTER (2018)
 DF9687
 DF9687                         *CURRENT SURVEY CONTROL
 DF9687  ______________________________________________________________________
 DF9687* NAD 83(1986) POSITION- 42 47 35.2    (N) 088 49 00.1    (W)   HD_HELD2
 DF9687* NAVD 88 ORTHO HEIGHT -   271.211 (meters)      889.80  (feet) ADJUSTED
 DF9687  ______________________________________________________________________
 DF9687  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 DF9687  DYNAMIC HEIGHT  -        271.137 (meters)      889.56  (feet) COMP
 DF9687  MODELED GRAVITY -    980,339.8   (mgal)                       NAVD 88
 DF9687
 DF9687  VERT ORDER      -  SECOND    CLASS I
 DF9687
 DF9687.The horizontal coordinates were established by autonomous hand held GPS
 DF9687.observations and have an estimated accuracy of +/- 10 meters.
 DF9687
 DF9687.The orthometric height was determined by differential leveling and
 DF9687.adjusted by the WI DEPT OF TRANSP
 DF9687.in May 2012.
 DF9687
 DF9687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9687.GEOID18 height accuracy estimate available here.
 DF9687
 DF9687.Click photographs - Photos may exist for this station.
 DF9687
 DF9687.The dynamic height is computed by dividing the NAVD 88
 DF9687.geopotential number by the normal gravity value computed on the
 DF9687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9687.degrees latitude (g = 980.6199 gals.).
 DF9687
 DF9687.The modeled gravity was interpolated from observed gravity values.
 DF9687
 DF9687;                    North         East    Units  Estimated Accuracy
 DF9687;SPC WI S     -    88,795.      696,807.      MT  (+/- 10 meters HH2 GPS)
 DF9687
 DF9687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5142639441(NAD 83)
 DF9687
 DF9687                          SUPERSEDED SURVEY CONTROL
 DF9687
 DF9687  NAVD 88 (04/20/07)  271.190  (m)          889.73   (f) SUPERSEDED  2 1
 DF9687  NAVD 88 (02/25/04)  271.166  (m)          889.65   (f) SUPERSEDED  2 1
 DF9687
 DF9687.Superseded values are not recommended for survey control.
 DF9687
 DF9687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9687.See file dsdata.pdf to determine how the superseded data were derived.
 DF9687
 DF9687_MARKER: DD = SURVEY DISK
 DF9687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9687_STAMPING: 1J28 2002
 DF9687_MARK LOGO: WIDT
 DF9687_PROJECTION: FLUSH
 DF9687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9687+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 DF9687
 DF9687  HISTORY     - Date     Condition        Report By
 DF9687  HISTORY     - 2001     MONUMENTED       WIDT
 DF9687  HISTORY     - 20070815 GOOD             WIDT
 DF9687
 DF9687                          STATION DESCRIPTION
 DF9687
 DF9687'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9687'THE STATION IS LOCATED ABOUT 21 KM NORTHEAST OF JANESVILLE, 15 KM
 DF9687'SOUTH OF FORT ATKINSON, AND 8 KM SOUTHWEST OF WHITEWATER.
 DF9687'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9687'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 89
 DF9687'ABOUT 1 KM SOUTH OF THE CITY OF WHITEWATER,  GO WEST ON STATE HIGHWAY
 DF9687'59 FOR 4.1 KM TO THE EASTERN JUNCTION WITH EAST SALISBURY ROAD ON THE
 DF9687'RIGHT, CONTINUE WEST ON STATE HIGHWAY 59 FOR 2.9 KM TO THE STATION ON
 DF9687'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9687'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN TOP OF A
 DF9687'41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DF9687'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.2 M NORTHWEST OF THE
 DF9687'CENTERLINE OF STATE HIGHWAY 59, 78 M NORTHEAST OF THE CENTERLINE OF
 DF9687'EAST SALISBURY ROAD, AND 15.5 M SOUTHEAST OF THE SOUTHWESTERNMOST
 DF9687'RAIL. ---NOTE---THE STATION IS NORTHWEST, NORTHEAST AND SOUTHEAST OF
 DF9687'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2--- THIS STATION HAS NO
 DF9687'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9687'HORIZON.
 DF9687
 DF9687                          STATION RECOVERY (2007)
 DF9687
 DF9687'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9687'RECOVERED IN GOOD CONDITION.  NOTE-- A PORTION OF CONCRETE HAS BEEN
 DF9687'REMOVED FROM THE TOP OF THE CONCRETE POST PERHAPS BY RECENT MOWING
 DF9687'OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9688 ***********************************************************************
 DF9688  DESIGNATION -  1J29
 DF9688  PID         -  DF9688
 DF9688  STATE/COUNTY-  WI/ROCK
 DF9688  COUNTRY     -  US
 DF9688  USGS QUAD   -  LIMA CENTER (2018)
 DF9688
 DF9688                         *CURRENT SURVEY CONTROL
 DF9688  ______________________________________________________________________
 DF9688* NAD 83(1986) POSITION- 42 48 03.91   (N) 088 47 48.01   (W)   HD_HELD1
 DF9688* NAVD 88 ORTHO HEIGHT -   272.064 (meters)      892.60  (feet) ADJUSTED
 DF9688  ______________________________________________________________________
 DF9688  GEOID HEIGHT    -        -34.014 (meters)                     GEOID18
 DF9688  DYNAMIC HEIGHT  -        271.990 (meters)      892.35  (feet) COMP
 DF9688  MODELED GRAVITY -    980,341.6   (mgal)                       NAVD 88
 DF9688
 DF9688  VERT ORDER      -  SECOND    CLASS I
 DF9688
 DF9688.The horizontal coordinates were determined by differentially corrected
 DF9688.hand held GPS observations or other comparable positioning techniques
 DF9688.and have an estimated accuracy of +/- 3 meters.
 DF9688
 DF9688.The orthometric height was determined by differential leveling and
 DF9688.adjusted by the WI DEPT OF TRANSP
 DF9688.in May 2012.
 DF9688
 DF9688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9688.GEOID18 height accuracy estimate available here.
 DF9688
 DF9688.Click photographs - Photos may exist for this station.
 DF9688
 DF9688.The dynamic height is computed by dividing the NAVD 88
 DF9688.geopotential number by the normal gravity value computed on the
 DF9688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9688.degrees latitude (g = 980.6199 gals.).
 DF9688
 DF9688.The modeled gravity was interpolated from observed gravity values.
 DF9688
 DF9688;                    North         East    Units  Estimated Accuracy
 DF9688;SPC WI S     -    89,703.9     698,432.0     MT  (+/- 3 meters HH1 GPS) 
 DF9688
 DF9688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5308340291(NAD 83)
 DF9688
 DF9688                          SUPERSEDED SURVEY CONTROL
 DF9688
 DF9688  NAVD 88 (04/20/07)  272.042  (m)          892.52   (f) SUPERSEDED  2 1
 DF9688  NAVD 88 (02/25/04)  272.018  (m)          892.45   (f) SUPERSEDED  2 1
 DF9688
 DF9688.Superseded values are not recommended for survey control.
 DF9688
 DF9688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9688.See file dsdata.pdf to determine how the superseded data were derived.
 DF9688
 DF9688_MARKER: DD = SURVEY DISK
 DF9688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9688_STAMPING: 1J29 2002
 DF9688_MARK LOGO: WIDT
 DF9688_PROJECTION: FLUSH
 DF9688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9688+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 DF9688
 DF9688  HISTORY     - Date     Condition        Report By
 DF9688  HISTORY     - 2001     MONUMENTED       WIDT
 DF9688  HISTORY     - 20070815 GOOD             WIDT
 DF9688
 DF9688                          STATION DESCRIPTION
 DF9688
 DF9688'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9688'THE STATION IS LOCATED ABOUT 22 KM NORTHEAST OF JANESVILLE, 15 KM
 DF9688'SOUTH OF FORT ATKINSON, AND 7 KM SOUTHWEST OF WHITEWATER.
 DF9688'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9688'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 89
 DF9688'ABOUT 1 KM SOUTH OF THE CITY OF WHITEWATER,  GO WEST ON STATE HIGHWAY
 DF9688'59 FOR 4.1 KM TO THE EASTERN JUNCTION OF SALISBURY ROAD ON THE RIGHT,
 DF9688'CONTINUE WEST ON STATE HIGHWAY 59 FOR 0.8 KM TO THE STATION ON THE
 DF9688'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9688'GEODETIC SURVEY CONTROL STATION DISK SET IN TOP OF A 41-CM DIAMETER
 DF9688'CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT 1 M BELOW THE HIGHWAY
 DF9688'PAVEMENT.  THE STATION IS 13.1 M NORTH OF THE CENTERLINE OF STATE
 DF9688'HIGHWAY 59, 60.0 M NORTHEAST OF THE EAST END OF THE NORTH CONCRETE
 DF9688'WINGWALL FOR A 1.2 M DIAMETER CORRUGATED METAL CULVERT PIPE, AND 6.5
 DF9688'M SOUTH OF THE SOUTHWESTERNMOST RAIL OF THE RAILROAD TRACKS.
 DF9688'---NOTE---THE STATION IS EAST, WEST AND NORTH OF THREE WHITE PLASTIC
 DF9688'WITNESS POSTS. ---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9688'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9688
 DF9688                          STATION RECOVERY (2007)
 DF9688
 DF9688'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9688'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.20 MILES
 DF9688'NORTHEAST OF THE SOUTHWEST END OF EAST SALISBURY ROAD, 0.62 MILE
 DF9688'SOUTHWEST OF THE NORTHEAST END OF EAST SALISBURY ROAD, 0.14 MILE
 DF9688'SOUTHWEST OF A COMMERCIAL GRAVEL ENTRANCE, AND 81.5 M NORTHEAST OF A
 DF9688'--NO PASSING ZONE-- SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9449 ***********************************************************************
 DF9449  DESIGNATION -  1J31
 DF9449  PID         -  DF9449
 DF9449  STATE/COUNTY-  WI/WALWORTH
 DF9449  COUNTRY     -  US
 DF9449  USGS QUAD   -  WHITEWATER (2018)
 DF9449
 DF9449                         *CURRENT SURVEY CONTROL
 DF9449  ______________________________________________________________________
 DF9449* NAD 83(1986) POSITION- 42 50 02.35   (N) 088 43 45.14   (W)   HD_HELD1
 DF9449* NAVD 88 ORTHO HEIGHT -   249.898 (meters)      819.87  (feet) ADJUSTED
 DF9449  ______________________________________________________________________
 DF9449  GEOID HEIGHT    -        -34.085 (meters)                     GEOID18
 DF9449  DYNAMIC HEIGHT  -        249.831 (meters)      819.65  (feet) COMP
 DF9449  MODELED GRAVITY -    980,347.3   (mgal)                       NAVD 88
 DF9449
 DF9449  VERT ORDER      -  SECOND    CLASS I
 DF9449
 DF9449.The horizontal coordinates were determined by differentially corrected
 DF9449.hand held GPS observations or other comparable positioning techniques
 DF9449.and have an estimated accuracy of +/- 3 meters.
 DF9449
 DF9449.The orthometric height was determined by differential leveling and
 DF9449.adjusted by the WI DEPT OF TRANSP
 DF9449.in May 2012.
 DF9449
 DF9449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9449.GEOID18 height accuracy estimate available here.
 DF9449
 DF9449.Click photographs - Photos may exist for this station.
 DF9449
 DF9449.The dynamic height is computed by dividing the NAVD 88
 DF9449.geopotential number by the normal gravity value computed on the
 DF9449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9449.degrees latitude (g = 980.6199 gals.).
 DF9449
 DF9449.The modeled gravity was interpolated from observed gravity values.
 DF9449
 DF9449;                    North         East    Units  Estimated Accuracy
 DF9449;SPC WI S     -    93,440.1     703,894.4     MT  (+/- 3 meters HH1 GPS) 
 DF9449
 DF9449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5867443829(NAD 83)
 DF9449
 DF9449                          SUPERSEDED SURVEY CONTROL
 DF9449
 DF9449  NAVD 88 (04/20/07)  249.876  (m)          819.80   (f) SUPERSEDED  2 1
 DF9449  NAVD 88 (02/25/04)  249.847  (m)          819.71   (f) SUPERSEDED  2 1
 DF9449
 DF9449.Superseded values are not recommended for survey control.
 DF9449
 DF9449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9449.See file dsdata.pdf to determine how the superseded data were derived.
 DF9449
 DF9449_MARKER: DD = SURVEY DISK
 DF9449_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF9449_SP_SET: ABUTMENT OF LARGE BOX CULVERT
 DF9449_STAMPING: 1J31 2002
 DF9449_MARK LOGO: WIDT
 DF9449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9449+STABILITY: SURFACE MOTION
 DF9449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9449+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 DF9449
 DF9449  HISTORY     - Date     Condition        Report By
 DF9449  HISTORY     - 2002     MONUMENTED       WIDT
 DF9449  HISTORY     - 20060809 GOOD             WIDT
 DF9449
 DF9449                          STATION DESCRIPTION
 DF9449
 DF9449'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF9449'THE STATION IS LOCATED IN WHITEWATER.  OWNERSHIP--WISCONSIN
 DF9449'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9449'OF STATE HIGHWAY 59 WITH STATE HIHGWAY 89 IN THE CITY OF WHITEWATER,
 DF9449'GO NORTH ON STATE HIGHWAY 59 AND STATE HIGHWAY 89 FOR 1.5 KM TO US
 DF9449'HIGHWAY 12 (MAIN STREET), TURN RIGHT AND GO EAST ON US HIGHWAY 12
 DF9449'(MAIN STREET) FOR 0.6 KM TO BOX CULVERT --C-64-20-79-- OVER
 DF9449'WHITEWATER CREEK AND THE STATION ON THE LEFT.  THE STATION IS A
 DF9449'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9449'STATION DISK SET IN THE NORTH END OF THE WEST ABUTMENT AND 0.8 M
 DF9449'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 8.9 M NORTH OF THE
 DF9449'CENTERLINE OF US HIGHWAY 12 (MAIN STREET), 68 M WEST OF THE
 DF9449'CENTERLINE OF JEFFERSON STREET, AND 7.9 M SOUTHEAST OF THE SOUTHEAST
 DF9449'CORNER OF A BUILDING --W 108 MAIN STREET--. ---NOTE---THIS STATION IS
 DF9449'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A METAL SIGN OVERHEAD.
 DF9449
 DF9449                          STATION RECOVERY (2006)
 DF9449
 DF9449'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9449'RECOVERED IN GOOD CONDITION.  NOTE-- US HIGHWAY 12 NOW BYPASSES THE
 DF9449'CITY OF WHITEWATER.  US HIGHWAY 12 IN THE 2002 DESCRIPTION IS NOW
 DF9449'NAMED BUSINESS US HIGHWAY 12.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9690 ***********************************************************************
 DF9690  DESIGNATION -  1J33
 DF9690  PID         -  DF9690
 DF9690  STATE/COUNTY-  WI/WALWORTH
 DF9690  COUNTRY     -  US
 DF9690  USGS QUAD   -  WHITEWATER (2018)
 DF9690
 DF9690                         *CURRENT SURVEY CONTROL
 DF9690  ______________________________________________________________________
 DF9690* NAD 83(1986) POSITION- 42 49 47.96   (N) 088 40 51.69   (W)   HD_HELD1
 DF9690* NAVD 88 ORTHO HEIGHT -   252.858 (meters)      829.59  (feet) ADJUSTED
 DF9690  ______________________________________________________________________
 DF9690  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 DF9690  DYNAMIC HEIGHT  -        252.790 (meters)      829.36  (feet) COMP
 DF9690  MODELED GRAVITY -    980,344.1   (mgal)                       NAVD 88
 DF9690
 DF9690  VERT ORDER      -  SECOND    CLASS I
 DF9690
 DF9690.The horizontal coordinates were determined by differentially corrected
 DF9690.hand held GPS observations or other comparable positioning techniques
 DF9690.and have an estimated accuracy of +/- 3 meters.
 DF9690
 DF9690.The orthometric height was determined by differential leveling and
 DF9690.adjusted by the WI DEPT OF TRANSP
 DF9690.in May 2012.
 DF9690
 DF9690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9690.GEOID18 height accuracy estimate available here.
 DF9690
 DF9690.Click photographs - Photos may exist for this station.
 DF9690
 DF9690.The dynamic height is computed by dividing the NAVD 88
 DF9690.geopotential number by the normal gravity value computed on the
 DF9690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9690.degrees latitude (g = 980.6199 gals.).
 DF9690
 DF9690.The modeled gravity was interpolated from observed gravity values.
 DF9690
 DF9690;                    North         East    Units  Estimated Accuracy
 DF9690;SPC WI S     -    93,057.3     707,840.1     MT  (+/- 3 meters HH1 GPS) 
 DF9690
 DF9690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6260343306(NAD 83)
 DF9690
 DF9690                          SUPERSEDED SURVEY CONTROL
 DF9690
 DF9690  NAVD 88 (04/20/07)  252.836  (m)          829.51   (f) SUPERSEDED  2 1
 DF9690  NAVD 88 (02/25/04)  252.805  (m)          829.41   (f) SUPERSEDED  2 1
 DF9690
 DF9690.Superseded values are not recommended for survey control.
 DF9690
 DF9690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9690.See file dsdata.pdf to determine how the superseded data were derived.
 DF9690
 DF9690_MARKER: DD = SURVEY DISK
 DF9690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9690_STAMPING: 1J33 2002
 DF9690_MARK LOGO: WIDT
 DF9690_PROJECTION: FLUSH
 DF9690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9690+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 DF9690
 DF9690  HISTORY     - Date     Condition        Report By
 DF9690  HISTORY     - 2001     MONUMENTED       WIDT
 DF9690  HISTORY     - 20060809 GOOD             WIDT
 DF9690
 DF9690                          STATION DESCRIPTION
 DF9690
 DF9690'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9690'THE STATION IS LOCATED ABOUT 16 KM SOUTHEAST OF FORT ATKINSON, 10 KM
 DF9690'SOUTHWEST OF PALMYRA, AND 4 KM EAST OF WHITEWATER.  OWNERSHIP--TOWN
 DF9690'OF WHITEWATER. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DF9690'12 WITH STATE HIGHWAY 59 AT THE INTERSECTION OF MAIN STREET AND
 DF9690'WISCONSIN STREET IN THE CITY OF WHITEWATER, GO EAST ON STATE HIGHWAY
 DF9690'59 (EAST MAIN STREET) FOR 1.6 KM TO BLUFF ROAD, TURN LEFT AND GO EAST
 DF9690'ON BLUFF ROAD FOR 2.2 KM TO THE STATION ON THE RIGHT.  THE STATION IS
 DF9690'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9690'CONTROL STATION DISK SET IN TOP OF A 41-CM DIAMETER CONCRETE POST SET
 DF9690'TO A DEPTH OF 2.1 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.    THE
 DF9690'STATION IS 6.2 M SOUTH OF THE CENTERLINE OF BLUFF ROAD, 97 M EAST OF
 DF9690'THE CENTER OF PRIVATE ENTRANCE --W7765, W7663, W7661--, 44.7 M
 DF9690'SOUTHWEST OF POWER POLE --72-4401 45-3--, 41.6 M WEST OF THE TOP
 DF9690'CENTER OF THE SOUTH END OF A 35-CM CORRUGATED METAL CULVERT PIPE, AND
 DF9690'36.1 M SOUTHEAST OF POWER POLE --72-4075 40-3--.  ---NOTE---THIS
 DF9690'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9690'ABOVE THE HORIZON.
 DF9690
 DF9690                          STATION RECOVERY (2006)
 DF9690
 DF9690'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9690'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.88 MILE EAST OF
 DF9690'HOWARD ROAD, APPROXIMATELY 99 M WEST OF THE CENTERLINE OF WOODWARD
 DF9690'ROAD, AND 1.0 M EAST AND 1.0 M WEST OF TWO WHITE PLASTIC WITNESS
 DF9690'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9691 ***********************************************************************
 DF9691  DESIGNATION -  1J34
 DF9691  PID         -  DF9691
 DF9691  STATE/COUNTY-  WI/JEFFERSON
 DF9691  COUNTRY     -  US
 DF9691  USGS QUAD   -  WHITEWATER (2018)
 DF9691
 DF9691                         *CURRENT SURVEY CONTROL
 DF9691  ______________________________________________________________________
 DF9691* NAD 83(1986) POSITION- 42 50 49.93   (N) 088 40 24.01   (W)   HD_HELD1
 DF9691* NAVD 88 ORTHO HEIGHT -   248.874 (meters)      816.51  (feet) ADJUSTED
 DF9691  ______________________________________________________________________
 DF9691  GEOID HEIGHT    -        -34.132 (meters)                     GEOID18
 DF9691  DYNAMIC HEIGHT  -        248.807 (meters)      816.29  (feet) COMP
 DF9691  MODELED GRAVITY -    980,345.2   (mgal)                       NAVD 88
 DF9691
 DF9691  VERT ORDER      -  SECOND    CLASS I
 DF9691
 DF9691.The horizontal coordinates were determined by differentially corrected
 DF9691.hand held GPS observations or other comparable positioning techniques
 DF9691.and have an estimated accuracy of +/- 3 meters.
 DF9691
 DF9691.The orthometric height was determined by differential leveling and
 DF9691.adjusted by the WI DEPT OF TRANSP
 DF9691.in May 2012.
 DF9691
 DF9691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9691.GEOID18 height accuracy estimate available here.
 DF9691
 DF9691.Click photographs - Photos may exist for this station.
 DF9691
 DF9691.The dynamic height is computed by dividing the NAVD 88
 DF9691.geopotential number by the normal gravity value computed on the
 DF9691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9691.degrees latitude (g = 980.6199 gals.).
 DF9691
 DF9691.The modeled gravity was interpolated from observed gravity values.
 DF9691
 DF9691;                    North         East    Units  Estimated Accuracy
 DF9691;SPC WI S     -    94,979.3     708,438.3     MT  (+/- 3 meters HH1 GPS) 
 DF9691
 DF9691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6327045205(NAD 83)
 DF9691
 DF9691                          SUPERSEDED SURVEY CONTROL
 DF9691
 DF9691  NAVD 88 (04/20/07)  248.851  (m)          816.44   (f) SUPERSEDED  2 1
 DF9691  NAVD 88 (02/25/04)  248.820  (m)          816.34   (f) SUPERSEDED  2 1
 DF9691
 DF9691.Superseded values are not recommended for survey control.
 DF9691
 DF9691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9691.See file dsdata.pdf to determine how the superseded data were derived.
 DF9691
 DF9691_MARKER: DD = SURVEY DISK
 DF9691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9691_STAMPING: 1J34 2002
 DF9691_MARK LOGO: WIDT
 DF9691_PROJECTION: FLUSH
 DF9691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9691+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 DF9691
 DF9691  HISTORY     - Date     Condition        Report By
 DF9691  HISTORY     - 2001     MONUMENTED       WIDT
 DF9691  HISTORY     - 20060926 GOOD             WIDT
 DF9691  HISTORY     - 20101101 GOOD             JCLS
 DF9691
 DF9691                          STATION DESCRIPTION
 DF9691
 DF9691'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9691'THE STATION IS LOCATED ABOUT 16 KM SOUTHEAST OF FORT ATKINSON, 8 KM
 DF9691'SOUTHWEST OF PALMYRA, AND 5 KM NORTHEAST OF WHITEWATER.
 DF9691'OWNERSHIP--TOWN OF COLD SPRING. TO REACH THE STATION FROM THE
 DF9691'JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 106 AT THE
 DF9691'INTERSECTION OF MAPLE STREET AND SECOND STREET IN THE VILLIAGE OF
 DF9691'PALMYRA,  GO WEST ON STATE HIGHWAY 59 (MAPLE STREET) FOR 8.0 KM TO
 DF9691'WOODWARD ROAD ON THE LEFT, TURN LEFT AND GO SOUTH, THEN WEST ON
 DF9691'WOODWARD ROAD FOR 1.4 KM TO THE STATION ON THE LEFT.  THE STATION IS
 DF9691'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9691'CONTROL STATION DISK SET IN TOP OF A 41-CM DIAMETER CONCRETE POST SET
 DF9691'TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.    THE
 DF9691'STATION IS 6.5 M SOUTH OF THE CENTERLINE OF WOODWARD ROAD, 0.2 KM
 DF9691'WEST-SOUTHWEST OF CENTER OF PRIVATE ENTRANCE --N244--, 0.2 KM
 DF9691'EAST-NORTHEAST OF CENTER OF PRIVATE ENTRANCE --N185--, 59.5 M
 DF9691'WEST-SOUTHWEST OF A WOOD POST FOR A --CURVE AHEAD-- SIGN, 36 M EAST
 DF9691'OF A WOOD POST FOR A --CURVE AHEAD-- SIGN, AND 1 M NORTH OF A
 DF9691'CULTIVATED FIELD.   ---NOTE---THE STATION IS WEST, EAST AND SOUTH OF
 DF9691'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9691'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9691'HORIZON EXCEPT FOR A TREE TO THE NORTHWEST EXTENDING TO 22 DEGREES
 DF9691'AND A TREE TO THE NORTHEAST EXTENDING TO 22 DEGREES.
 DF9691
 DF9691                          STATION RECOVERY (2006)
 DF9691
 DF9691'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9691'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.82 MILE SOUTH AND
 DF9691'WEST OF STATE HIGHWAY 59, 36 M EAST OF A WOOD SIGN POST WITH --LEFT
 DF9691'ARROW-- AND --RIGHT ARROW-- SIGNS ATTACHED (NOT A CURVE AHEAD SIGN),
 DF9691'AND 0.5 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC
 DF9691'WITNESS POSTS.  NOTE-- THE STATION IS AT THE BEGINNING OF A CURVE TO
 DF9691'THE LEFT (SOUTH).
 DF9691
 DF9691                          STATION RECOVERY (2010)
 DF9691
 DF9691'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DF9691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9692 ***********************************************************************
 DF9692  DESIGNATION -  1J35
 DF9692  PID         -  DF9692
 DF9692  STATE/COUNTY-  WI/JEFFERSON
 DF9692  COUNTRY     -  US
 DF9692  USGS QUAD   -  WHITEWATER (2018)
 DF9692
 DF9692                         *CURRENT SURVEY CONTROL
 DF9692  ______________________________________________________________________
 DF9692* NAD 83(1986) POSITION- 42 51 25.40   (N) 088 39 56.82   (W)   HD_HELD1
 DF9692* NAVD 88 ORTHO HEIGHT -   244.643 (meters)      802.63  (feet) ADJUSTED
 DF9692  ______________________________________________________________________
 DF9692  GEOID HEIGHT    -        -34.152 (meters)                     GEOID18
 DF9692  DYNAMIC HEIGHT  -        244.577 (meters)      802.42  (feet) COMP
 DF9692  MODELED GRAVITY -    980,345.7   (mgal)                       NAVD 88
 DF9692
 DF9692  VERT ORDER      -  SECOND    CLASS I
 DF9692
 DF9692.The horizontal coordinates were determined by differentially corrected
 DF9692.hand held GPS observations or other comparable positioning techniques
 DF9692.and have an estimated accuracy of +/- 3 meters.
 DF9692
 DF9692.The orthometric height was determined by differential leveling and
 DF9692.adjusted by the WI DEPT OF TRANSP
 DF9692.in May 2012.
 DF9692
 DF9692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9692.GEOID18 height accuracy estimate available here.
 DF9692
 DF9692.Click photographs - Photos may exist for this station.
 DF9692
 DF9692.The dynamic height is computed by dividing the NAVD 88
 DF9692.geopotential number by the normal gravity value computed on the
 DF9692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9692.degrees latitude (g = 980.6199 gals.).
 DF9692
 DF9692.The modeled gravity was interpolated from observed gravity values.
 DF9692
 DF9692;                    North         East    Units  Estimated Accuracy
 DF9692;SPC WI S     -    96,083.5     709,038.1     MT  (+/- 3 meters HH1 GPS) 
 DF9692
 DF9692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6390846287(NAD 83)
 DF9692
 DF9692                          SUPERSEDED SURVEY CONTROL
 DF9692
 DF9692  NAVD 88 (04/20/07)  244.620  (m)          802.56   (f) SUPERSEDED  2 1
 DF9692  NAVD 88 (02/25/04)  244.588  (m)          802.45   (f) SUPERSEDED  2 1
 DF9692
 DF9692.Superseded values are not recommended for survey control.
 DF9692
 DF9692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9692.See file dsdata.pdf to determine how the superseded data were derived.
 DF9692
 DF9692_MARKER: DD = SURVEY DISK
 DF9692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9692_STAMPING: 1J35 2002
 DF9692_MARK LOGO: WIDT
 DF9692_PROJECTION: FLUSH
 DF9692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9692+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DF9692
 DF9692  HISTORY     - Date     Condition        Report By
 DF9692  HISTORY     - 2001     MONUMENTED       WIDT
 DF9692  HISTORY     - 20060926 GOOD             WIDT
 DF9692
 DF9692                          STATION DESCRIPTION
 DF9692
 DF9692'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9692'THE STATION IS LOCATED ABOUT 27 KM WEST OF MUKWONAGO, 16 KM SOUTHEAST
 DF9692'OF FORT ATKINSON,  AND 6 KM NORTHEAST OF  WHITEWATER.
 DF9692'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9692'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 106
 DF9692'AT THE INTERSECTION OF MAPLE STREET AND SECOND STREET IN THE VILLAGE
 DF9692'OF PALMYRA,  GO WEST ON STATE HIGHWAY 59 (MAPLE STREET) FOR 6.9 KM TO
 DF9692'HANSEN LANE, CONTINUE WEST ON STATE HIGHWAY 59 FOR 0.8 KM TO THE
 DF9692'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9692'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN TOP OF A
 DF9692'41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT LEVEL
 DF9692'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.7 M SOUTH OF THE
 DF9692'CENTERLINE OF STATE HIGHWAY 59, 0.3 KM EAST OF WOODWARD ROAD, 45.2 M
 DF9692'SOUTHWEST OF POWER POLE --70-25111 40-3--, AND 38.1 M SOUTHEAST OF
 DF9692'POWER POLE --70-2510 35-5--. ---NOTE---THE STATION IS EAST, WEST AND
 DF9692'NORTH OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION
 DF9692'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF9692'THE HORIZON.
 DF9692
 DF9692                          STATION RECOVERY (2006)
 DF9692
 DF9692'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9693 ***********************************************************************
 DF9693  DESIGNATION -  1J36
 DF9693  PID         -  DF9693
 DF9693  STATE/COUNTY-  WI/JEFFERSON
 DF9693  COUNTRY     -  US
 DF9693  USGS QUAD   -  WHITEWATER (2018)
 DF9693
 DF9693                         *CURRENT SURVEY CONTROL
 DF9693  ______________________________________________________________________
 DF9693* NAD 83(1986) POSITION- 42 51 39.58   (N) 088 38 34.51   (W)   HD_HELD1
 DF9693* NAVD 88 ORTHO HEIGHT -   243.538 (meters)      799.01  (feet) ADJUSTED
 DF9693  ______________________________________________________________________
 DF9693  GEOID HEIGHT    -        -34.170 (meters)                     GEOID18
 DF9693  DYNAMIC HEIGHT  -        243.472 (meters)      798.79  (feet) COMP
 DF9693  MODELED GRAVITY -    980,345.1   (mgal)                       NAVD 88
 DF9693
 DF9693  VERT ORDER      -  SECOND    CLASS I
 DF9693
 DF9693.The horizontal coordinates were determined by differentially corrected
 DF9693.hand held GPS observations or other comparable positioning techniques
 DF9693.and have an estimated accuracy of +/- 3 meters.
 DF9693
 DF9693.The orthometric height was determined by differential leveling and
 DF9693.adjusted by the WI DEPT OF TRANSP
 DF9693.in May 2012.
 DF9693
 DF9693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9693.GEOID18 height accuracy estimate available here.
 DF9693
 DF9693.Click photographs - Photos may exist for this station.
 DF9693
 DF9693.The dynamic height is computed by dividing the NAVD 88
 DF9693.geopotential number by the normal gravity value computed on the
 DF9693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9693.degrees latitude (g = 980.6199 gals.).
 DF9693
 DF9693.The modeled gravity was interpolated from observed gravity values.
 DF9693
 DF9693;                    North         East    Units  Estimated Accuracy
 DF9693;SPC WI S     -    96,551.2     710,899.3     MT  (+/- 3 meters HH1 GPS) 
 DF9693
 DF9693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6578546687(NAD 83)
 DF9693
 DF9693                          SUPERSEDED SURVEY CONTROL
 DF9693
 DF9693  NAVD 88 (04/20/07)  243.515  (m)          798.93   (f) SUPERSEDED  2 1
 DF9693  NAVD 88 (02/25/04)  243.482  (m)          798.82   (f) SUPERSEDED  2 1
 DF9693
 DF9693.Superseded values are not recommended for survey control.
 DF9693
 DF9693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9693.See file dsdata.pdf to determine how the superseded data were derived.
 DF9693
 DF9693_MARKER: DD = SURVEY DISK
 DF9693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9693_STAMPING: 1J36 2002
 DF9693_MARK LOGO: WIDT
 DF9693_PROJECTION: FLUSH
 DF9693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9693+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DF9693
 DF9693  HISTORY     - Date     Condition        Report By
 DF9693  HISTORY     - 2001     MONUMENTED       WIDT
 DF9693  HISTORY     - 20060926 GOOD             WIDT
 DF9693
 DF9693                          STATION DESCRIPTION
 DF9693
 DF9693'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9693'THE STATION IS LOCATED ABOUT 25 KM WEST OF MUKWONAGO, 18 KM SOUTHEAST
 DF9693'OF FORT ATKINSON,  AND 8 KM NORTHEAST OF  WHITEWATER.
 DF9693'OWNERSHIP--TOWN OF PALMYRA.  TO REACH THE STATION FROM THE JUNCTION
 DF9693'OF STATE HIGHWAY 59 WITH STATE HIGHWAY 106 AT THE INTERSECTION OF
 DF9693'MAPLE STREET AND SECOND STREET IN THE VILLAGE OF PALMYRA,  GO WEST ON
 DF9693'STATE HIGHWAY 59 (MAPLE STREET) FOR 6.0 KM TO MARSH ROAD ON THE LEFT,
 DF9693'TURN LEFT AND GO SOUTH, THEN EAST ON MARSH ROAD FOR 0.6 KM TO THE
 DF9693'STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9693'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN TOP OF A
 DF9693'41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DF9693'WITH THE ROAD PAVEMENT.  THE STATION IS 6.8 M SOUTH OF THE CENTERLINE
 DF9693'OF MARSH ROAD, 0.7 KM WEST OF LOWLAND DRIVE, 49.9 M WEST-SOUTHWEST OF
 DF9693'POWER POLE --97-00378 40-5--, 40.3 M EAST-SOUTHEAST OF POWER POLE
 DF9693'--97-00379 40-5--, AND 1 M NORTH OF A CULTIVATED FIELD. ---NOTE---THE
 DF9693'STATION IS EAST, WEST AND SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9693'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9693'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9693
 DF9693                          STATION RECOVERY (2006)
 DF9693
 DF9693'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9693'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST AND 1.0
 DF9693'M WEST OF TWO WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9694 ***********************************************************************
 DF9694  DESIGNATION -  1J37
 DF9694  PID         -  DF9694
 DF9694  STATE/COUNTY-  WI/JEFFERSON
 DF9694  COUNTRY     -  US
 DF9694  USGS QUAD   -  LITTLE PRAIRIE (2018)
 DF9694
 DF9694                         *CURRENT SURVEY CONTROL
 DF9694  ______________________________________________________________________
 DF9694* NAD 83(2011) POSITION- 42 52 05.19489(N) 088 35 56.78013(W)   ADJUSTED
 DF9694* NAD 83(2011) ELLIP HT-   220.571 (meters)        (08/17/17)   ADJUSTED
 DF9694* NAD 83(2011) EPOCH   -  2010.00
 DF9694* NAVD 88 ORTHO HEIGHT -   254.792 (meters)      835.93  (feet) ADJUSTED
 DF9694  ______________________________________________________________________
 DF9694  GEOID HEIGHT    -        -34.205 (meters)                     GEOID18
 DF9694  NAD 83(2011) X  -    114,466.851 (meters)                     COMP
 DF9694  NAD 83(2011) Y  - -4,680,695.752 (meters)                     COMP
 DF9694  NAD 83(2011) Z  -  4,316,924.614 (meters)                     COMP
 DF9694  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 DF9694  DYNAMIC HEIGHT  -        254.723 (meters)      835.70  (feet) COMP
 DF9694  MODELED GRAVITY -    980,344.0   (mgal)                       NAVD 88
 DF9694
 DF9694  VERT ORDER      -  SECOND    CLASS I
 DF9694
 DF9694  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9694  Standards:
 DF9694         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9694            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9694  -------------------------------------------------------------------
 DF9694  NETWORK    0.42   0.67           0.19   0.15   0.34     -0.01794854
 DF9694  -------------------------------------------------------------------
 DF9694  Click here for local accuracies and other accuracy information.
 DF9694
 DF9694.The horizontal coordinates were established by GPS observations
 DF9694.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DF9694
 DF9694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9694.been affixed to the stable North American tectonic plate. See 
 DF9694.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9694
 DF9694.The horizontal coordinates are valid at the epoch date displayed above
 DF9694.which is a decimal equivalence of Year/Month/Day.
 DF9694
 DF9694.The orthometric height was determined by differential leveling and
 DF9694.adjusted by the WI DEPT OF TRANSP
 DF9694.in May 2012.
 DF9694
 DF9694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9694.GEOID18 height accuracy estimate available here.
 DF9694
 DF9694.Click photographs - Photos may exist for this station.
 DF9694
 DF9694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9694
 DF9694.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9694
 DF9694.The ellipsoidal height was determined by GPS observations
 DF9694.and is referenced to NAD 83.
 DF9694
 DF9694.The dynamic height is computed by dividing the NAVD 88
 DF9694.geopotential number by the normal gravity value computed on the
 DF9694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9694.degrees latitude (g = 980.6199 gals.).
 DF9694
 DF9694.The modeled gravity was interpolated from observed gravity values.
 DF9694
 DF9694. The following values were computed from the NAD 83(2011) position.
 DF9694
 DF9694;                    North         East     Units Scale Factor Converg.
 DF9694;SPC WI S     -    97,400.665   714,466.121   MT  0.99997556   +0 57 45.2
 DF9694;SPC WI S     -   319,555.35  2,344,044.27   sFT  0.99997556   +0 57 45.2
 DF9694;UTM  16      - 4,747,409.002   369,379.815   MT  0.99980990   -1 05 17.0
 DF9694
 DF9694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9694!SPC WI S     -   0.99996541  x   0.99997556  =   0.99994097
 DF9694!UTM  16      -   0.99996541  x   0.99980990  =   0.99977532
 DF9694
 DF9694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6937947409(NAD 83)
 DF9694
 DF9694                          SUPERSEDED SURVEY CONTROL
 DF9694
 DF9694  NAVD 88 (04/20/07)  254.768  (m)          835.85   (f) SUPERSEDED  2 1
 DF9694  NAVD 88 (02/25/04)  254.734  (m)          835.74   (f) SUPERSEDED  2 1
 DF9694
 DF9694.Superseded values are not recommended for survey control.
 DF9694
 DF9694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9694.See file dsdata.pdf to determine how the superseded data were derived.
 DF9694
 DF9694_MARKER: DD = SURVEY DISK
 DF9694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9694_STAMPING: 1J37 2002
 DF9694_MARK LOGO: WIDT
 DF9694_PROJECTION: FLUSH
 DF9694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9694+STABILITY: SURFACE MOTION
 DF9694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9694+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2016
 DF9694
 DF9694  HISTORY     - Date     Condition        Report By
 DF9694  HISTORY     - 2001     MONUMENTED       WIDT
 DF9694  HISTORY     - 20060926 GOOD             WIDT
 DF9694  HISTORY     - 20160622 GOOD             WIDT
 DF9694
 DF9694                          STATION DESCRIPTION
 DF9694
 DF9694'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9694'THE STATION IS LOCATED ABOUT 22 KM WEST OF MUKWONAGO, 21 KM
 DF9694'EAST-SOUTHEAST OF FORT ATKINSON, AND 12 KM NORTHEAST OF WHITEWATER.
 DF9694'OWNERSHIP--TOWN OF PALMYRA.  TO REACH THE STATION FROM THE JUNCTION
 DF9694'OF STATE HIGHWAY 59 WITH STATE HIGHWAY 106 AT THE INTERSECTION OF
 DF9694'MAPLE STREET AND SECOND STREET IN THE VILLAGE OF PALMYRA, GO SOUTH ON
 DF9694'STATE HIGHWAY 59 (SECOND STREET) FOR 0.2 KM TO COUNTY HIGHWAY H ON
 DF9694'THE RIGHT, TURN RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY H FOR 1.5 KM
 DF9694'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9694'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9694'IN TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DF9694'ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 14.8 M
 DF9694'NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY H, 44.3 M WEST OF POWER
 DF9694'POLE --E66-17128 45-3--, 41.2 M NORTH-NORTHWEST OF POWER POLE
 DF9694'--E66-17129 45-3--, 3.4 M SOUTHWEST OF A METAL --R/W-- POST, AND 2 M
 DF9694'SOUTHEAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTHWEST,
 DF9694'SOUTHWEST AND NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9694'---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9694'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9694
 DF9694                          STATION RECOVERY (2006)
 DF9694
 DF9694'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9694'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE NORTHEAST
 DF9694'OF MARSH ROAD AND 0.1 MILE SOUTHWEST OF BLUE SPRING LAKE DRIVE.
 DF9694
 DF9694                          STATION RECOVERY (2016)
 DF9694
 DF9694'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9694'RECOVERED IN GOOD CONDITION.  NOTE-THE STATION IS 44.3 M (145.3 FT)
 DF9694'WEST OF A POWER POLE -03-129-60-, 41.2 M (135.2 FT) NORTHEAST OF A
 DF9694'POWER POLE -03-04270- AND 3.4 M (11.2 FT) SOUTHWEST OF A METAL POLE
 DF9694'FOR A BIRD HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9619 ***********************************************************************
 DF9619  DESIGNATION -  1J38
 DF9619  PID         -  DF9619
 DF9619  STATE/COUNTY-  WI/JEFFERSON
 DF9619  COUNTRY     -  US
 DF9619  USGS QUAD   -  PALMYRA (2018)
 DF9619
 DF9619                         *CURRENT SURVEY CONTROL
 DF9619  ______________________________________________________________________
 DF9619* NAD 83(1986) POSITION- 42 52 51.61   (N) 088 34 54.88   (W)   HD_HELD1
 DF9619* NAVD 88 ORTHO HEIGHT -   250.564 (meters)      822.06  (feet) ADJUSTED
 DF9619  ______________________________________________________________________
 DF9619  GEOID HEIGHT    -        -34.235 (meters)                     GEOID18
 DF9619  DYNAMIC HEIGHT  -        250.497 (meters)      821.84  (feet) COMP
 DF9619  MODELED GRAVITY -    980,344.5   (mgal)                       NAVD 88
 DF9619
 DF9619  VERT ORDER      -  SECOND    CLASS I
 DF9619
 DF9619.The horizontal coordinates were determined by differentially corrected
 DF9619.hand held GPS observations or other comparable positioning techniques
 DF9619.and have an estimated accuracy of +/- 3 meters.
 DF9619
 DF9619.The orthometric height was determined by differential leveling and
 DF9619.adjusted by the WI DEPT OF TRANSP
 DF9619.in May 2012.
 DF9619
 DF9619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9619.GEOID18 height accuracy estimate available here.
 DF9619
 DF9619.Click photographs - Photos may exist for this station.
 DF9619
 DF9619.The dynamic height is computed by dividing the NAVD 88
 DF9619.geopotential number by the normal gravity value computed on the
 DF9619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9619.degrees latitude (g = 980.6199 gals.).
 DF9619
 DF9619.The modeled gravity was interpolated from observed gravity values.
 DF9619
 DF9619;                    North         East    Units  Estimated Accuracy
 DF9619;SPC WI S     -    98,856.5     715,846.6     MT  (+/- 3 meters HH1 GPS) 
 DF9619
 DF9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7081148814(NAD 83)
 DF9619
 DF9619                          SUPERSEDED SURVEY CONTROL
 DF9619
 DF9619  NAVD 88 (04/20/07)  250.541  (m)          821.98   (f) SUPERSEDED  2 1
 DF9619  NAVD 88 (02/25/04)  250.506  (m)          821.87   (f) SUPERSEDED  2 1
 DF9619
 DF9619.Superseded values are not recommended for survey control.
 DF9619
 DF9619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9619.See file dsdata.pdf to determine how the superseded data were derived.
 DF9619
 DF9619_MARKER: DD = SURVEY DISK
 DF9619_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9619_SP_SET: BOX CULVERT ABUTMENT
 DF9619_STAMPING: 1J38 2002
 DF9619_MARK LOGO: WIDT
 DF9619_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9619+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DF9619
 DF9619  HISTORY     - Date     Condition        Report By
 DF9619  HISTORY     - 2001     MONUMENTED       WIDT
 DF9619  HISTORY     - 20060926 GOOD             WIDT
 DF9619
 DF9619                          STATION DESCRIPTION
 DF9619
 DF9619'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9619'THE STATION IS LOCATED ABOUT 22 KM EAST SOUTHEAST OF FORT ATKINSON, 9
 DF9619'KM WEST OF EAGLE AND 1 KM NORTHEAST OF PALMYRA.  OWNERSHIP--WISCONSIN
 DF9619'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9619'OF STATE HIGHWAY 59 WITH STATE HIGHWAY 106 AT THE INTERSECTION OF
 DF9619'MAPLE STREET AND SECOND STREET IN THE VILLAGE OF PALMYRA, GO SOUTH
 DF9619'THEN EAST ON STATE HIGHWAY 59 FOR 0.6 KM TO MILL ROAD ON THE LEFT AND
 DF9619'BOX CULVERT --C-28-20-64-- OVER THE SCUPPERNONG RIVER AND THE STATION
 DF9619'ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9619'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9619'THE NORTH END OF THE WEST ABUTMENT ABOUT 0.2 M ABOVE THE HIGHWAY
 DF9619'PAVEMENT.  THE STATION IS 9.0 M NORTHWEST OF THE CENTERLINE OF STATE
 DF9619'HIGHWAY 59, 0.5 KM WEST OF THE CENTERLINE OF ZION ROAD, 0.1 KM EAST
 DF9619'OF THE CENTERLINE OF MILL ROAD,  AND 2.2 M WEST SOUTHWEST OF AN
 DF9619'ORANGE FIBERGLASS MARKER POST FOR A --FIBER OPTIC CABLE BURIED
 DF9619'BELOW-- SIGN.  ---NOTE2---THIS STATION HAS ALL QUADRANTS BLOCKED
 DF9619'ABOVE 25 DEGREES AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DF9619
 DF9619                          STATION RECOVERY (2006)
 DF9619
 DF9619'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9619'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE NORTH END OF
 DF9619'THE EAST ABUTMENT (NOT WEST ABUTMENT) AND 0.3 M WEST OF A WHITE
 DF9619'PLASTIC WITNESS POST.  ---NOTE--- THE ORANGE --FIBER OPTIC CABLE
 DF9619'BURIED BELOW-- POST IS BROKEN AND LYING ON THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9910 ***********************************************************************
 DF9910  DESIGNATION -  1J40
 DF9910  PID         -  DF9910
 DF9910  STATE/COUNTY-  WI/DANE
 DF9910  COUNTRY     -  US
 DF9910  USGS QUAD   -  ROCKDALE (2018)
 DF9910
 DF9910                         *CURRENT SURVEY CONTROL
 DF9910  ______________________________________________________________________
 DF9910* NAD 83(1986) POSITION- 42 53 01.9    (N) 089 02 35.1    (W)   HD_HELD2
 DF9910* NAVD 88 ORTHO HEIGHT -   261.190 (meters)      856.92  (feet) ADJUSTED
 DF9910  ______________________________________________________________________
 DF9910  GEOID HEIGHT    -        -34.183 (meters)                     GEOID18
 DF9910  DYNAMIC HEIGHT  -        261.118 (meters)      856.68  (feet) COMP
 DF9910  MODELED GRAVITY -    980,338.9   (mgal)                       NAVD 88
 DF9910
 DF9910  VERT ORDER      -  SECOND    CLASS I
 DF9910
 DF9910.The horizontal coordinates were established by autonomous hand held GPS
 DF9910.observations and have an estimated accuracy of +/- 10 meters.
 DF9910
 DF9910.The orthometric height was determined by differential leveling and
 DF9910.adjusted by the WI DEPT OF TRANSP
 DF9910.in May 2012.
 DF9910
 DF9910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9910.GEOID18 height accuracy estimate available here.
 DF9910
 DF9910.Click photographs - Photos may exist for this station.
 DF9910
 DF9910.The dynamic height is computed by dividing the NAVD 88
 DF9910.geopotential number by the normal gravity value computed on the
 DF9910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9910.degrees latitude (g = 980.6199 gals.).
 DF9910
 DF9910.The modeled gravity was interpolated from observed gravity values.
 DF9910
 DF9910;                    North         East    Units  Estimated Accuracy
 DF9910;SPC WI S     -    98,637.      678,171.      MT  (+/- 10 meters HH2 GPS)
 DF9910
 DF9910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3315549942(NAD 83)
 DF9910
 DF9910                          SUPERSEDED SURVEY CONTROL
 DF9910
 DF9910  NAVD 88 (04/20/07)  261.170  (m)          856.86   (f) SUPERSEDED  2 1
 DF9910  NAVD 88 (02/25/04)  261.145  (m)          856.77   (f) SUPERSEDED  2 1
 DF9910
 DF9910.Superseded values are not recommended for survey control.
 DF9910
 DF9910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9910.See file dsdata.pdf to determine how the superseded data were derived.
 DF9910
 DF9910_MARKER: DD = SURVEY DISK
 DF9910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9910_STAMPING: 1J40 2002
 DF9910_MARK LOGO: WIDT
 DF9910_PROJECTION: FLUSH
 DF9910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9910+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2016
 DF9910
 DF9910  HISTORY     - Date     Condition        Report By
 DF9910  HISTORY     - 2001     MONUMENTED       WIDT
 DF9910  HISTORY     - 20061028 GOOD             USPSQD
 DF9910  HISTORY     - 20070802 GOOD             WIDT
 DF9910  HISTORY     - 20120705 GOOD             WIDT
 DF9910  HISTORY     - 20160406 GOOD             INDIV
 DF9910
 DF9910                          STATION DESCRIPTION
 DF9910
 DF9910'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9910'THE STATION IS LOCATED ABOUT 17 KM EAST-SOUTHEAST OF FORT ATKINSON,
 DF9910'15 KM NORTH-NORTHWEST OF MILTON  AND 6 KM NORTH-NORTHEAST OF
 DF9910'EDGERTON. OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 DF9910'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH STATE
 DF9910'HIGHWAY 106 ABOUT 6 KM NORTH- NORTHEAST OF THE CITY OF EDGERTON, GO
 DF9910'EAST ON STATE HIGHWAY 106 FOR 0.8 KM TO THE STATION ON THE LEFT. THE
 DF9910'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9910'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9910'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE
 DF9910'HIGHWAY PAVEMENT.  THE STATION IS 7.8 M NORTH OF THE CENTERLINE OF
 DF9910'STATE HIGHWAY 106, 0.3 KM WEST OF HILLSIDE ROAD, 37.7 M NORTHWEST OF
 DF9910'TELEPHONE POLE --5-12-23 27/25--, 20.9 M EAST OF TELEPHONE PEDESTAL
 DF9910'--1432--, AND 2 M SOUTH OF A CULTIVATED FIELD.   ---NOTE---THE STATION
 DF9910'IS EAST AND WEST OF TWO WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9910'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9910'ABOVE THE HORIZON.
 DF9910
 DF9910                          STATION RECOVERY (2006)
 DF9910
 DF9910'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF9910'NO WHITE POSTS
 DF9910
 DF9910                          STATION RECOVERY (2007)
 DF9910
 DF9910'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9910'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 53.5 M NORTHWEST OF
 DF9910'THE NORTH --HICKORY HILLS CAMPGROUND LEFT-- SIGN POST, 37.5 M
 DF9910'NORTHEAST OF POWER POLE --5-12-23 25/25--, AND 1.0 M EAST AND 1.0 M
 DF9910'WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9910
 DF9910                          STATION RECOVERY (2012)
 DF9910
 DF9910'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9910'RECOVERED AS DESCRIBED.
 DF9910
 DF9910                          STATION RECOVERY (2016)
 DF9910
 DF9910'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (GRS)
 DF9910'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9909 ***********************************************************************
 DF9909  DESIGNATION -  1J41
 DF9909  PID         -  DF9909
 DF9909  STATE/COUNTY-  WI/DANE
 DF9909  COUNTRY     -  US
 DF9909  USGS QUAD   -  ROCKDALE (2018)
 DF9909
 DF9909                         *CURRENT SURVEY CONTROL
 DF9909  ______________________________________________________________________
 DF9909* NAD 83(1986) POSITION- 42 53 16.1    (N) 089 01 04.9    (W)   HD_HELD2
 DF9909* NAVD 88 ORTHO HEIGHT -   263.432 (meters)      864.28  (feet) ADJUSTED
 DF9909  ______________________________________________________________________
 DF9909  GEOID HEIGHT    -        -34.189 (meters)                     GEOID18
 DF9909  DYNAMIC HEIGHT  -        263.360 (meters)      864.04  (feet) COMP
 DF9909  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 DF9909
 DF9909  VERT ORDER      -  SECOND    CLASS I
 DF9909
 DF9909.The horizontal coordinates were established by autonomous hand held GPS
 DF9909.observations and have an estimated accuracy of +/- 10 meters.
 DF9909
 DF9909.The orthometric height was determined by differential leveling and
 DF9909.adjusted by the WI DEPT OF TRANSP
 DF9909.in May 2012.
 DF9909
 DF9909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9909.GEOID18 height accuracy estimate available here.
 DF9909
 DF9909.Click photographs - Photos may exist for this station.
 DF9909
 DF9909.The dynamic height is computed by dividing the NAVD 88
 DF9909.geopotential number by the normal gravity value computed on the
 DF9909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9909.degrees latitude (g = 980.6199 gals.).
 DF9909
 DF9909.The modeled gravity was interpolated from observed gravity values.
 DF9909
 DF9909;                    North         East    Units  Estimated Accuracy
 DF9909;SPC WI S     -    99,099.      680,212.      MT  (+/- 10 meters HH2 GPS)
 DF9909
 DF9909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3521250331(NAD 83)
 DF9909
 DF9909                          SUPERSEDED SURVEY CONTROL
 DF9909
 DF9909  NAVD 88 (04/20/07)  263.412  (m)          864.21   (f) SUPERSEDED  2 1
 DF9909  NAVD 88 (02/25/04)  263.387  (m)          864.13   (f) SUPERSEDED  2 1
 DF9909
 DF9909.Superseded values are not recommended for survey control.
 DF9909
 DF9909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9909.See file dsdata.pdf to determine how the superseded data were derived.
 DF9909
 DF9909_MARKER: DD = SURVEY DISK
 DF9909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9909_STAMPING: 1J41 2002
 DF9909_MARK LOGO: WIDT
 DF9909_PROJECTION: FLUSH
 DF9909_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9909+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2016
 DF9909
 DF9909  HISTORY     - Date     Condition        Report By
 DF9909  HISTORY     - 2001     MONUMENTED       WIDT
 DF9909  HISTORY     - 20061028 GOOD             USPSQD
 DF9909  HISTORY     - 20070802 GOOD             WIDT
 DF9909  HISTORY     - 20160420 GOOD             INDIV
 DF9909
 DF9909                          STATION DESCRIPTION
 DF9909
 DF9909'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9909'THE STATION IS LOCATED ABOUT 15 KM WEST OF FORT ATKINSON, 14 KM
 DF9909'NORTH-NORTHWEST OF MILTON, AND 7 KM NORTH-NORTHEAST OF EDGERTON.
 DF9909'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9909'STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH STATE HIGHWAY 106
 DF9909'ABOUT 6 KM NORTH-NORTHEAST OF THE CITY OF EDGERTON, GO NORTHEAST ON
 DF9909'STATE HIGHWAY 106 FOR 2.6 KM TO SILVER LANE ON THE LEFT, CONTINUE
 DF9909'NORTHEAST ON STATE HIGHWAY 106 FOR 0.4 KM TO THE STATION ON THE LEFT.
 DF9909'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9909'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9909'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9909'THE HIGHWAY PAVEMENT. THE STATION IS 7.4 M NORTH OF THE CENTERLINE OF
 DF9909'STATE HIGHWAY 106, 0.1 KM WEST OF WESTERN JUNCTION OF BINGHAM ROAD
 DF9909'WITH STATE HIGHWAY 106, 69 M EAST OF A 90-CM DIAMETER CORRUGATED
 DF9909'METAL CULVERT PIPE, AND 2 M SOUTH OF A CULTIVATED FIELD.
 DF9909'---NOTE---THE STATION IS EAST AND WEST OF TWO WHITE PLASTIC WITNESS
 DF9909'POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9909'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9909
 DF9909                          STATION RECOVERY (2006)
 DF9909
 DF9909'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF9909'NO WHITE POSTS
 DF9909
 DF9909                          STATION RECOVERY (2007)
 DF9909
 DF9909'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9909'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST AND 1.0
 DF9909'M WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9909
 DF9909                          STATION RECOVERY (2016)
 DF9909
 DF9909'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (GRS)
 DF9909'NEW WHITE WITNESS POSTS WERE SET.  THE MONUMENT IS ABOUT 0.3 M (1.0
 DF9909'FT) BELOW PAVEMENT LEVEL.
 DF9909'
 DF9909'THE STATION IS ALMOST DIRECTLY UNDER AN ELECTRIC POWER LINE
 DF9909'CONSTRUCTED IN THE FALL OF 2012.  THE STATION IS 36.1 M (118.4 FT)
 DF9909'EAST OF POLE 40/40 AND 29.9 M (98.1 FT) WEST OF POLE 42/40.  THE
 DF9909'STATION 0.8 M (2.6 FT) NORTH, 0.9 M (3.0 FT) SOUTHEAST AND 0.9 M (3.0
 DF9909'FT) SOUTHWEST OF THREE WHITE WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9908 ***********************************************************************
 DF9908  DESIGNATION -  1J42
 DF9908  PID         -  DF9908
 DF9908  STATE/COUNTY-  WI/JEFFERSON
 DF9908  COUNTRY     -  US
 DF9908  USGS QUAD   -  BUSSEYVILLE (2018)
 DF9908
 DF9908                         *CURRENT SURVEY CONTROL
 DF9908  ______________________________________________________________________
 DF9908* NAD 83(1986) POSITION- 42 53 43.19   (N) 088 59 40.97   (W)   HD_HELD1
 DF9908* NAVD 88 ORTHO HEIGHT -   241.607 (meters)      792.67  (feet) ADJUSTED
 DF9908  ______________________________________________________________________
 DF9908  GEOID HEIGHT    -        -34.203 (meters)                     GEOID18
 DF9908  DYNAMIC HEIGHT  -        241.541 (meters)      792.46  (feet) COMP
 DF9908  MODELED GRAVITY -    980,341.5   (mgal)                       NAVD 88
 DF9908
 DF9908  VERT ORDER      -  SECOND    CLASS I
 DF9908
 DF9908.The horizontal coordinates were determined by differentially corrected
 DF9908.hand held GPS observations or other comparable positioning techniques
 DF9908.and have an estimated accuracy of +/- 3 meters.
 DF9908
 DF9908.The orthometric height was determined by differential leveling and
 DF9908.adjusted by the WI DEPT OF TRANSP
 DF9908.in May 2012.
 DF9908
 DF9908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9908.GEOID18 height accuracy estimate available here.
 DF9908
 DF9908.Click photographs - Photos may exist for this station.
 DF9908
 DF9908.The dynamic height is computed by dividing the NAVD 88
 DF9908.geopotential number by the normal gravity value computed on the
 DF9908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9908.degrees latitude (g = 980.6199 gals.).
 DF9908
 DF9908.The modeled gravity was interpolated from observed gravity values.
 DF9908
 DF9908;                    North         East    Units  Estimated Accuracy
 DF9908;SPC WI S     -    99,958.0     682,106.7     MT  (+/- 3 meters HH1 GPS) 
 DF9908
 DF9908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3713551121(NAD 83)
 DF9908
 DF9908                          SUPERSEDED SURVEY CONTROL
 DF9908
 DF9908  NAVD 88 (04/20/07)  241.587  (m)          792.61   (f) SUPERSEDED  2 1
 DF9908  NAVD 88 (02/25/04)  241.562  (m)          792.52   (f) SUPERSEDED  2 1
 DF9908
 DF9908.Superseded values are not recommended for survey control.
 DF9908
 DF9908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9908.See file dsdata.pdf to determine how the superseded data were derived.
 DF9908
 DF9908_MARKER: DD = SURVEY DISK
 DF9908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9908_STAMPING: 1J42 2002
 DF9908_MARK LOGO: WIDT
 DF9908_PROJECTION: FLUSH
 DF9908_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9908+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DF9908
 DF9908  HISTORY     - Date     Condition        Report By
 DF9908  HISTORY     - 2001     MONUMENTED       WIDT
 DF9908  HISTORY     - 20061003 GOOD             WIDT
 DF9908
 DF9908                          STATION DESCRIPTION
 DF9908
 DF9908'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9908'THE STATION IS LOCATED ABOUT 14 KM NORTH-NORTHWEST OF MILTON, 13 KM
 DF9908'WEST-SOUTHWEST OF FORT ATKINSON AND 9 KM NORTHEAST OF EDGERTON.
 DF9908'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9908'STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH STATE HIGHWAY 106
 DF9908'ABOUT 6 KM NORTH-NORTHEAST OF THE CITY OF EDGERTON, GO NORTHEAST ON
 DF9908'STATE HIGHWAY 106 FOR 3.5 KM TO THE EASTERN JUNCTION OF BINGHAM ROAD
 DF9908'(NORTH-SOUTH RUNNING), CONTINUE NORTHEAST ON STATE HIGHWAY 106 FOR
 DF9908'1.7 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9908'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9908'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9908'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 9.8 M
 DF9908'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 106, 0.6 KM SOUTHWEST OF
 DF9908'EAST ROCKDALE ROAD, 75 M NORTHEAST OF A 60-CM DIAMETER CORRUGATED
 DF9908'METAL CULVERT PIPE, 21.4 M WEST-NORTHWEST OF A METAL POST FOR A
 DF9908'--CAUTION TELEPHONE CABLE UNDERGROUND-- SIGN, AND 2 M SOUTH OF A
 DF9908'CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, NORTHWEST AND
 DF9908'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9908'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9908'ABOVE THE HORIZON.
 DF9908
 DF9908                          STATION RECOVERY (2006)
 DF9908
 DF9908'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9908'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 99.5 M SOUTHWEST OF
 DF9908'A --SPEED LIMIT AHEAD 35 MPH-- SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9907 ***********************************************************************
 DF9907  DESIGNATION -  1J43
 DF9907  PID         -  DF9907
 DF9907  STATE/COUNTY-  WI/JEFFERSON
 DF9907  COUNTRY     -  US
 DF9907  USGS QUAD   -  BUSSEYVILLE (2018)
 DF9907
 DF9907                         *CURRENT SURVEY CONTROL
 DF9907  ______________________________________________________________________
 DF9907* NAD 83(1986) POSITION- 42 54 06.03   (N) 088 58 44.67   (W)   HD_HELD1
 DF9907* NAVD 88 ORTHO HEIGHT -   255.479 (meters)      838.18  (feet) ADJUSTED
 DF9907  ______________________________________________________________________
 DF9907  GEOID HEIGHT    -        -34.213 (meters)                     GEOID18
 DF9907  DYNAMIC HEIGHT  -        255.409 (meters)      837.95  (feet) COMP
 DF9907  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 DF9907
 DF9907  VERT ORDER      -  SECOND    CLASS I
 DF9907
 DF9907.The horizontal coordinates were determined by differentially corrected
 DF9907.hand held GPS observations or other comparable positioning techniques
 DF9907.and have an estimated accuracy of +/- 3 meters.
 DF9907
 DF9907.The orthometric height was determined by differential leveling and
 DF9907.adjusted by the WI DEPT OF TRANSP
 DF9907.in May 2012.
 DF9907
 DF9907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9907.GEOID18 height accuracy estimate available here.
 DF9907
 DF9907.Click photographs - Photos may exist for this station.
 DF9907
 DF9907.The dynamic height is computed by dividing the NAVD 88
 DF9907.geopotential number by the normal gravity value computed on the
 DF9907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9907.degrees latitude (g = 980.6199 gals.).
 DF9907
 DF9907.The modeled gravity was interpolated from observed gravity values.
 DF9907
 DF9907;                    North         East    Units  Estimated Accuracy
 DF9907;SPC WI S     -   100,678.2     683,375.3     MT  (+/- 3 meters HH1 GPS) 
 DF9907
 DF9907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3842951796(NAD 83)
 DF9907
 DF9907                          SUPERSEDED SURVEY CONTROL
 DF9907
 DF9907  NAVD 88 (04/20/07)  255.458  (m)          838.12   (f) SUPERSEDED  2 1
 DF9907  NAVD 88 (02/25/04)  255.433  (m)          838.03   (f) SUPERSEDED  2 1
 DF9907
 DF9907.Superseded values are not recommended for survey control.
 DF9907
 DF9907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9907.See file dsdata.pdf to determine how the superseded data were derived.
 DF9907
 DF9907_MARKER: DD = SURVEY DISK
 DF9907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9907_STAMPING: 1J43 2002
 DF9907_MARK LOGO: WIDT
 DF9907_PROJECTION: FLUSH
 DF9907_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9907+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DF9907
 DF9907  HISTORY     - Date     Condition        Report By
 DF9907  HISTORY     - 2001     MONUMENTED       WIDT
 DF9907  HISTORY     - 20061003 GOOD             WIDT
 DF9907
 DF9907                          STATION DESCRIPTION
 DF9907
 DF9907'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9907'THE STATION IS LOCATED ABOUT 14 KM NORTH-NORTHWEST OF MILTON, 11 KM
 DF9907'WEST OF FORT ATKINSON AND 10 KM NORTHEAST OF EDGERTON.
 DF9907'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9907'STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH STATE HIGHWAY 106
 DF9907'ABOUT 6 KM NORTH-NORTHEAST OF THE CITY OF EDGERTON, GO NORTHEAST ON
 DF9907'STATE HIGHWAY 106 FOR 6.4 KM TO CONRAD ROAD ON THE RIGHT, CONTINUE
 DF9907'NORTHEAST ON STATE HIGHWAY 106 FOR 0.4 KM TO THE STATION ON THE LEFT.
 DF9907'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9907'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9907'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M, SET ON BEDROCK AND
 DF9907'ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 11.0 M NORTH OF
 DF9907'THE CENTERLINE OF STATE HIGHWAY 106,  0.2 KM WEST OF THE CENTERLINE
 DF9907'OF LOGA ROAD, 59.3 M EAST OF THE NORTHERNMOST WOOD POST FOR A
 DF9907'--BUSSEYVILLE UNINCORPORATED-- SIGN, 24.5 M NORTHWEST OF A WOOD POST
 DF9907'FOR A --CURVE LEFT AHEAD 35 MPH-- SIGN, 2 M SOUTH OF A CULTIVATED
 DF9907'FIELD, AND 0.4 M EAST OF A METAL --R/W-- POST. ---NOTE---THE STATION
 DF9907'IS NORTH, EAST AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9907'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9907'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9907
 DF9907                          STATION RECOVERY (2006)
 DF9907
 DF9907'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9906 ***********************************************************************
 DF9906  DESIGNATION -  1J44
 DF9906  PID         -  DF9906
 DF9906  STATE/COUNTY-  WI/JEFFERSON
 DF9906  COUNTRY     -  US
 DF9906  USGS QUAD   -  BUSSEYVILLE (2018)
 DF9906
 DF9906                         *CURRENT SURVEY CONTROL
 DF9906  ______________________________________________________________________
 DF9906* NAD 83(1986) POSITION- 42 55 12.5    (N) 088 57 23.4    (W)   HD_HELD2
 DF9906* NAVD 88 ORTHO HEIGHT -   242.166 (meters)      794.51  (feet) ADJUSTED
 DF9906  ______________________________________________________________________
 DF9906  GEOID HEIGHT    -        -34.240 (meters)                     GEOID18
 DF9906  DYNAMIC HEIGHT  -        242.101 (meters)      794.29  (feet) COMP
 DF9906  MODELED GRAVITY -    980,344.2   (mgal)                       NAVD 88
 DF9906
 DF9906  VERT ORDER      -  SECOND    CLASS I
 DF9906
 DF9906.The horizontal coordinates were established by autonomous hand held GPS
 DF9906.observations and have an estimated accuracy of +/- 10 meters.
 DF9906
 DF9906.The orthometric height was determined by differential leveling and
 DF9906.adjusted by the WI DEPT OF TRANSP
 DF9906.in May 2012.
 DF9906
 DF9906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9906.GEOID18 height accuracy estimate available here.
 DF9906
 DF9906.Click photographs - Photos may exist for this station.
 DF9906
 DF9906.The dynamic height is computed by dividing the NAVD 88
 DF9906.geopotential number by the normal gravity value computed on the
 DF9906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9906.degrees latitude (g = 980.6199 gals.).
 DF9906
 DF9906.The modeled gravity was interpolated from observed gravity values.
 DF9906
 DF9906;                    North         East    Units  Estimated Accuracy
 DF9906;SPC WI S     -   102,752.      685,193.      MT  (+/- 10 meters HH2 GPS)
 DF9906
 DF9906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4032053803(NAD 83)
 DF9906
 DF9906                          SUPERSEDED SURVEY CONTROL
 DF9906
 DF9906  NAVD 88 (04/20/07)  242.146  (m)          794.44   (f) SUPERSEDED  2 1
 DF9906  NAVD 88 (02/25/04)  242.119  (m)          794.35   (f) SUPERSEDED  2 1
 DF9906
 DF9906.Superseded values are not recommended for survey control.
 DF9906
 DF9906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9906.See file dsdata.pdf to determine how the superseded data were derived.
 DF9906
 DF9906_MARKER: DD = SURVEY DISK
 DF9906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9906_STAMPING: 1J44 2002
 DF9906_MARK LOGO: WIDT
 DF9906_PROJECTION: FLUSH
 DF9906_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9906+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2006
 DF9906
 DF9906  HISTORY     - Date     Condition        Report By
 DF9906  HISTORY     - 2001     MONUMENTED       WIDT
 DF9906  HISTORY     - 20061002 GOOD             WIDT
 DF9906
 DF9906                          STATION DESCRIPTION
 DF9906
 DF9906'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9906'THE STATION IS LOCATED ABOUT 26 KM NORTH OF JANESVILLE, 10 KM SOUTH
 DF9906'OF CAMBRIDGE, AND 9 KM WEST OF FT ATKINSON.  OWNERSHIP--WISCONSIN
 DF9906'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9906'OF STATE HIGHWAY 26 WITH STATE HIGHWAY 106 ABOUT 3 KM WEST OF THE
 DF9906'CITY OF FT ATKINSON, GO WEST ON STATE HIGHWAY 106 FOR 6.8 KM TO
 DF9906'KLEMENT ROAD ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 106 FOR 0.3
 DF9906'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9906'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9906'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9906'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.2 M
 DF9906'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 106, 43.7 M
 DF9906'NORTH-NORTHEAST OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN, 14.5 M
 DF9906'SOUTHWEST OF THE TOP CENTER OF THE NORTHWEST END OF A 70-CM DIAMETER
 DF9906'CORRUGATED METAL CULVERT PIPE, AND 1.0 M SOUTH OF A STEEL R/W POST.
 DF9906'---NOTE---THE STATION IS NORTH, SOUTHWEST AND SOUTHEAST OF THREE
 DF9906'WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9906'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9906
 DF9906                          STATION RECOVERY (2006)
 DF9906
 DF9906'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9905 ***********************************************************************
 DF9905  DESIGNATION -  1J45
 DF9905  PID         -  DF9905
 DF9905  STATE/COUNTY-  WI/JEFFERSON
 DF9905  COUNTRY     -  US
 DF9905  USGS QUAD   -  BUSSEYVILLE (2018)
 DF9905
 DF9905                         *CURRENT SURVEY CONTROL
 DF9905  ______________________________________________________________________
 DF9905* NAD 83(1986) POSITION- 42 55 23.9    (N) 088 54 16.1    (W)   HD_HELD2
 DF9905* NAVD 88 ORTHO HEIGHT -   242.459 (meters)      795.47  (feet) ADJUSTED
 DF9905  ______________________________________________________________________
 DF9905  GEOID HEIGHT    -        -34.240 (meters)                     GEOID18
 DF9905  DYNAMIC HEIGHT  -        242.394 (meters)      795.25  (feet) COMP
 DF9905  MODELED GRAVITY -    980,346.4   (mgal)                       NAVD 88
 DF9905
 DF9905  VERT ORDER      -  SECOND    CLASS I
 DF9905
 DF9905.The horizontal coordinates were established by autonomous hand held GPS
 DF9905.observations and have an estimated accuracy of +/- 10 meters.
 DF9905
 DF9905.The orthometric height was determined by differential leveling and
 DF9905.adjusted by the WI DEPT OF TRANSP
 DF9905.in May 2012.
 DF9905
 DF9905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9905.GEOID18 height accuracy estimate available here.
 DF9905
 DF9905.Click photographs - Photos may exist for this station.
 DF9905
 DF9905.The dynamic height is computed by dividing the NAVD 88
 DF9905.geopotential number by the normal gravity value computed on the
 DF9905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9905.degrees latitude (g = 980.6199 gals.).
 DF9905
 DF9905.The modeled gravity was interpolated from observed gravity values.
 DF9905
 DF9905;                    North         East    Units  Estimated Accuracy
 DF9905;SPC WI S     -   103,158.      689,436.      MT  (+/- 10 meters HH2 GPS)
 DF9905
 DF9905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4457454057(NAD 83)
 DF9905
 DF9905                          SUPERSEDED SURVEY CONTROL
 DF9905
 DF9905  NAVD 88 (04/20/07)  242.438  (m)          795.40   (f) SUPERSEDED  2 1
 DF9905  NAVD 88 (02/25/04)  242.410  (m)          795.31   (f) SUPERSEDED  2 1
 DF9905
 DF9905.Superseded values are not recommended for survey control.
 DF9905
 DF9905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9905.See file dsdata.pdf to determine how the superseded data were derived.
 DF9905
 DF9905_MARKER: DD = SURVEY DISK
 DF9905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9905_STAMPING: 1J45 2002
 DF9905_MARK LOGO: WIDT
 DF9905_PROJECTION: FLUSH
 DF9905_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9905+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2006
 DF9905
 DF9905  HISTORY     - Date     Condition        Report By
 DF9905  HISTORY     - 2001     MONUMENTED       WIDT
 DF9905  HISTORY     - 20061002 GOOD             WIDT
 DF9905
 DF9905                          STATION DESCRIPTION
 DF9905
 DF9905'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9905'THE STATION IS LOCATED ABOUT 28 KM NORTH-NORTHEAST OF JANESVILLE, 13
 DF9905'KM SOUTHEAST OF CAMBRIDGE AND 5 KM WEST OF FORT ATKINSON.
 DF9905'OWNERSHIP--TOWN OF SUMNER. TO REACH THE STATION FROM THE JUNCTION OF
 DF9905'STATE HIGHWAY 26 WITH STATE HIGHWAY 106 ABOUT 3 KM SOUTHWEST OF THE
 DF9905'CITY OF FORT ATKINSON, GO WEST ON STATE HIGHWAY 106 FOR 2.6 KM TO
 DF9905'BURNHAM ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON BURNHAM ROAD FOR
 DF9905'0.3 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9905'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9905'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9905'AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 6.4 M EAST OF
 DF9905'THE CENTERLINE OF BURNHAM ROAD, 86 M SOUTH OF A WOOD POST FOR A
 DF9905'--STOP AHEAD-- SIGN, 24.7 M NORTHEAST OF POWER POLE --55-8176--, AND
 DF9905'3 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST,
 DF9905'SOUTHEAST AND NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9905'---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DF9905'OBSTRUCTIONS TO THE NORTH AND SOUTH EXTENDING HIGHER THAN 25 DEGREES
 DF9905'ABOVE THE HORIZON.
 DF9905
 DF9905                          STATION RECOVERY (2006)
 DF9905
 DF9905'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9904 ***********************************************************************
 DF9904  DESIGNATION -  1J46
 DF9904  PID         -  DF9904
 DF9904  STATE/COUNTY-  WI/JEFFERSON
 DF9904  COUNTRY     -  US
 DF9904  USGS QUAD   -  BUSSEYVILLE (2018)
 DF9904
 DF9904                         *CURRENT SURVEY CONTROL
 DF9904  ______________________________________________________________________
 DF9904* NAD 83(1986) POSITION- 42 55 03.24   (N) 088 53 03.56   (W)   HD_HELD1
 DF9904* NAVD 88 ORTHO HEIGHT -   238.015 (meters)      780.89  (feet) ADJUSTED
 DF9904  ______________________________________________________________________
 DF9904  GEOID HEIGHT    -        -34.230 (meters)                     GEOID18
 DF9904  DYNAMIC HEIGHT  -        237.951 (meters)      780.68  (feet) COMP
 DF9904  MODELED GRAVITY -    980,346.7   (mgal)                       NAVD 88
 DF9904
 DF9904  VERT ORDER      -  SECOND    CLASS I
 DF9904
 DF9904.The horizontal coordinates were determined by differentially corrected
 DF9904.hand held GPS observations or other comparable positioning techniques
 DF9904.and have an estimated accuracy of +/- 3 meters.
 DF9904
 DF9904.The orthometric height was determined by differential leveling and
 DF9904.adjusted by the WI DEPT OF TRANSP
 DF9904.in May 2012.
 DF9904
 DF9904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9904.GEOID18 height accuracy estimate available here.
 DF9904
 DF9904.Click photographs - Photos may exist for this station.
 DF9904
 DF9904.The dynamic height is computed by dividing the NAVD 88
 DF9904.geopotential number by the normal gravity value computed on the
 DF9904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9904.degrees latitude (g = 980.6199 gals.).
 DF9904
 DF9904.The modeled gravity was interpolated from observed gravity values.
 DF9904
 DF9904;                    North         East    Units  Estimated Accuracy
 DF9904;SPC WI S     -   102,542.6     691,089.3     MT  (+/- 3 meters HH1 GPS) 
 DF9904
 DF9904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4620453383(NAD 83)
 DF9904
 DF9904                          SUPERSEDED SURVEY CONTROL
 DF9904
 DF9904  NAVD 88 (04/20/07)  237.994  (m)          780.82   (f) SUPERSEDED  2 1
 DF9904  NAVD 88 (02/25/04)  237.966  (m)          780.73   (f) SUPERSEDED  2 1
 DF9904
 DF9904.Superseded values are not recommended for survey control.
 DF9904
 DF9904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9904.See file dsdata.pdf to determine how the superseded data were derived.
 DF9904
 DF9904_MARKER: DD = SURVEY DISK
 DF9904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9904_STAMPING: 1J46 2002
 DF9904_MARK LOGO: WIDT
 DF9904_PROJECTION: FLUSH
 DF9904_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9904+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2006
 DF9904
 DF9904  HISTORY     - Date     Condition        Report By
 DF9904  HISTORY     - 2001     MONUMENTED       WIDT
 DF9904  HISTORY     - 20061002 GOOD             WIDT
 DF9904
 DF9904                          STATION DESCRIPTION
 DF9904
 DF9904'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9904'THE STATION IS LOCATED ABOUT 28 KM NORTH-NORTHEAST OF JANESVILLE, 18
 DF9904'KM SOUTHEAST OF CAMBRIDGE AND 4 KM WEST-SOUTHWEST OF FORT ATKINSON.
 DF9904'OWNERSHIP--TOWN OF KOSHKONONG. TO REACH THE STATION FROM THE JUNCTION
 DF9904'OF STATE HIGHWAY 26 WITH STATE HIGHWAY 106 ABOUT 3 KM SOUTHWEST OF
 DF9904'THE CITY OF FORT ATKINSON, GO WEST ON STATE HIGHWAY 106 FOR 0.3 KM TO
 DF9904'NORTH SHORE ROAD ON THE LEFT, TURN LEFT AND GO SOUTHWEST ON NORTH
 DF9904'SHORE DRIVE FOR 0.3 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 DF9904'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9904'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9904'A DEPTH OF 1.5 M, SET ON BEDROCK AND ABOUT LEVEL WITH THE ROAD
 DF9904'PAVEMENT. THE STATION IS 10.2 M NORTH-NORTHWEST OF THE CENTERLINE OF
 DF9904'NORTH SHORE DRIVE, 46.5 M NORTHEAST OF POWER POLE --55-60021 35-5--,
 DF9904'36.8 M WEST-NORTHWEST OF POWER POLE --98-06499 45-2--, AND 2 M
 DF9904'SOUTH-SOUTHEAST OF A CULTIVATED FIELD.    ---NOTE---THE STATION IS
 DF9904'NORTHEAST, NORTHWEST AND SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9904'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9904'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9904
 DF9904                          STATION RECOVERY (2006)
 DF9904
 DF9904'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9904'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9901 ***********************************************************************
 DF9901  DESIGNATION -  1J48
 DF9901  PID         -  DF9901
 DF9901  STATE/COUNTY-  WI/JEFFERSON
 DF9901  COUNTRY     -  US
 DF9901  USGS QUAD   -  FORT ATKINSON (2018)
 DF9901
 DF9901                         *CURRENT SURVEY CONTROL
 DF9901  ______________________________________________________________________
 DF9901* NAD 83(1986) POSITION- 42 55 31.85   (N) 088 49 33.10   (W)   HD_HELD1
 DF9901* NAVD 88 ORTHO HEIGHT -   239.514 (meters)      785.81  (feet) ADJUSTED
 DF9901  ______________________________________________________________________
 DF9901  GEOID HEIGHT    -        -34.244 (meters)                     GEOID18
 DF9901  DYNAMIC HEIGHT  -        239.451 (meters)      785.60  (feet) COMP
 DF9901  MODELED GRAVITY -    980,349.1   (mgal)                       NAVD 88
 DF9901
 DF9901  VERT ORDER      -  SECOND    CLASS I
 DF9901
 DF9901.The horizontal coordinates were determined by differentially corrected
 DF9901.hand held GPS observations or other comparable positioning techniques
 DF9901.and have an estimated accuracy of +/- 3 meters.
 DF9901
 DF9901.The orthometric height was determined by differential leveling and
 DF9901.adjusted by the WI DEPT OF TRANSP
 DF9901.in May 2012.
 DF9901
 DF9901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9901.GEOID18 height accuracy estimate available here.
 DF9901
 DF9901.Click photographs - Photos may exist for this station.
 DF9901
 DF9901.The dynamic height is computed by dividing the NAVD 88
 DF9901.geopotential number by the normal gravity value computed on the
 DF9901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9901.degrees latitude (g = 980.6199 gals.).
 DF9901
 DF9901.The modeled gravity was interpolated from observed gravity values.
 DF9901
 DF9901;                    North         East    Units  Estimated Accuracy
 DF9901;SPC WI S     -   103,490.8     695,849.6     MT  (+/- 3 meters HH1 GPS) 
 DF9901
 DF9901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5099554160(NAD 83)
 DF9901
 DF9901                          SUPERSEDED SURVEY CONTROL
 DF9901
 DF9901  NAVD 88 (04/20/07)  239.493  (m)          785.74   (f) SUPERSEDED  2 1
 DF9901  NAVD 88 (02/25/04)  239.464  (m)          785.64   (f) SUPERSEDED  2 1
 DF9901
 DF9901.Superseded values are not recommended for survey control.
 DF9901
 DF9901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9901.See file dsdata.pdf to determine how the superseded data were derived.
 DF9901
 DF9901_MARKER: DD = SURVEY DISK
 DF9901_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9901_SP_SET: BRIDGE ABUTMENT
 DF9901_STAMPING: 1J48 2002
 DF9901_MARK LOGO: WIDT
 DF9901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9901+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2020
 DF9901
 DF9901  HISTORY     - Date     Condition        Report By
 DF9901  HISTORY     - 2001     MONUMENTED       WIDT
 DF9901  HISTORY     - 20060926 GOOD             WIDT
 DF9901  HISTORY     - 20201207 GOOD             GLENSC
 DF9901
 DF9901                          STATION DESCRIPTION
 DF9901
 DF9901'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9901'THE STATION IS LOCATED IN THE CITY OF FORT ATKINSON.  OWNERSHIP--CITY
 DF9901'OF FORT ATKINSON. TO REACH THE STATION FROM THE JUNCTION OF US
 DF9901'HIGHWAY 12 WITH STATE HIGHWAY 106 AT THE INTERSECTION OF MAIN STREET
 DF9901'AND SHERMAN AVENUE IN THE CITY OF FORT ATKINSON, GO SOUTH ON US
 DF9901'HIGHWAY 12 FOR 0.2 KM TO MILWAUKEE AVENUE, TURN LEFT AND GO EAST ON
 DF9901'MILWAUKEE AVENUE FOR 0.8 KM TO MEADOW COURT ON THE RIGHT, CONTINUE
 DF9901'EAST ON MILWAUKEE AVENUE FOR 0.1 KM TO BRIDGE --B-28-61-76-- OVER THE
 DF9901'BARK RIVER AND THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9901'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9901'STATION DISK SET IN THE TOP OF THE NORTH END OF THE EAST BRIDGE
 DF9901'ABUTMENT ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.4 M
 DF9901'NORTH OF THE CENTERLINE OF MILWAUKEE AVENUE, 38.4 M EAST OF THE
 DF9901'CORNER POST OF A CHAIN LINK FENCE AND 14.9 M WEST OF POWER POLE
 DF9901'--69-22274 60-2--.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DF9901'OBSERVATIONS DUE TO TREES TO THE SOUTH.
 DF9901
 DF9901                          STATION RECOVERY (2006)
 DF9901
 DF9901'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9901'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST OF A
 DF9901'WHITE PLASTIC WITNESS POST.
 DF9901
 DF9901                          STATION RECOVERY (2020)
 DF9901
 DF9901'RECOVERY NOTE BY GLEN SCHAEFER 2020 (GRS)
 DF9901'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 89 (MAIN
 DF9901'STREET) WITH STATE HIGHWAY 106 (SHERMAN AVENUE) IN THE CITY OF FORT
 DF9901'ATKINSON, GO SOUTH ON MAIN STREET FOR 0.2 MI (0.3 KM) TO MILWAUKEE
 DF9901'AVENUE.  TURN LEFT AND GO EAST ON MILWAUKEE AVENUE FOR 0.6 MI (1.0 KM)
 DF9901'TO BRIDGE NUMBER B-28-61-76 OVER THE BARK RIVER AND THE STATION ON THE
 DF9901'LEFT.
 DF9901'
 DF9901'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9901'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DF9901'OF THE EAST BRIDGE ABUTMENT ABOUT LEVEL WITH THE ROAD PAVEMENT, 5.4 M
 DF9901'(17.7 FT) NORTH OF THE CENTERLINE OF MILWAUKEE AVENUE, 14.9 M (48.9
 DF9901'FT) WEST OF POWER POLE NUMBER 69-22274 60-2, 1.4 M (4.6 FT) EAST OF
 DF9901'THE EAST END OF THE BRIDGE SPAN, 8 CM (3 INCHES) NORTH OF THE NORTH
 DF9901'SIDE OF THE STEEL BRIDGE RAILING AND IN A 5-CM DEEP INDENTATION IN THE
 DF9901'CONCRETE CURB.
 DF9901'
 DF9901'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS BUT BE AWARE OF NEARBY
 DF9901'ELECTRIC POWER LINES, A TREE SOUTH OF AND ACROSS THE ROAD FROM THE
 DF9901'STATION EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND A TREE TO THE
 DF9901'SOUTHWEST ACROSS THE ROAD AND ON THE OTHER SIDE OF THE RIVER EXTENDING
 DF9901'TO 20 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9900 ***********************************************************************
 DF9900  DESIGNATION -  1J50
 DF9900  PID         -  DF9900
 DF9900  STATE/COUNTY-  WI/JEFFERSON
 DF9900  COUNTRY     -  US
 DF9900  USGS QUAD   -  FORT ATKINSON (2018)
 DF9900
 DF9900                         *CURRENT SURVEY CONTROL
 DF9900  ______________________________________________________________________
 DF9900* NAD 83(1986) POSITION- 42 55 24.48   (N) 088 48 09.73   (W)   HD_HELD1
 DF9900* NAVD 88 ORTHO HEIGHT -   242.189 (meters)      794.58  (feet) ADJUSTED
 DF9900  ______________________________________________________________________
 DF9900  GEOID HEIGHT    -        -34.242 (meters)                     GEOID18
 DF9900  DYNAMIC HEIGHT  -        242.125 (meters)      794.37  (feet) COMP
 DF9900  MODELED GRAVITY -    980,349.7   (mgal)                       NAVD 88
 DF9900
 DF9900  VERT ORDER      -  SECOND    CLASS I
 DF9900
 DF9900.The horizontal coordinates were determined by differentially corrected
 DF9900.hand held GPS observations or other comparable positioning techniques
 DF9900.and have an estimated accuracy of +/- 3 meters.
 DF9900
 DF9900.The orthometric height was determined by differential leveling and
 DF9900.adjusted by the WI DEPT OF TRANSP
 DF9900.in May 2012.
 DF9900
 DF9900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9900.GEOID18 height accuracy estimate available here.
 DF9900
 DF9900.Click photographs - Photos may exist for this station.
 DF9900
 DF9900.The dynamic height is computed by dividing the NAVD 88
 DF9900.geopotential number by the normal gravity value computed on the
 DF9900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9900.degrees latitude (g = 980.6199 gals.).
 DF9900
 DF9900.The modeled gravity was interpolated from observed gravity values.
 DF9900
 DF9900;                    North         East    Units  Estimated Accuracy
 DF9900;SPC WI S     -   103,290.3     697,743.3     MT  (+/- 3 meters HH1 GPS) 
 DF9900
 DF9900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5288053892(NAD 83)
 DF9900
 DF9900                          SUPERSEDED SURVEY CONTROL
 DF9900
 DF9900  NAVD 88 (04/20/07)  242.168  (m)          794.51   (f) SUPERSEDED  2 1
 DF9900  NAVD 88 (02/25/04)  242.139  (m)          794.42   (f) SUPERSEDED  2 1
 DF9900
 DF9900.Superseded values are not recommended for survey control.
 DF9900
 DF9900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9900.See file dsdata.pdf to determine how the superseded data were derived.
 DF9900
 DF9900_MARKER: DD = SURVEY DISK
 DF9900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9900_STAMPING: 1J50 2002
 DF9900_MARK LOGO: WIDT
 DF9900_PROJECTION: FLUSH
 DF9900_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9900+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 DF9900
 DF9900  HISTORY     - Date     Condition        Report By
 DF9900  HISTORY     - 2001     MONUMENTED       WIDT
 DF9900  HISTORY     - 20060927 GOOD             WIDT
 DF9900
 DF9900                          STATION DESCRIPTION
 DF9900
 DF9900'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9900'THE STATION IS LOCATED ABOUT 23 KM NORTHEAST OF EDGERTON, 11 KM
 DF9900'NORTHWEST OF WHITEWATER AND 3 KM SOUTHEAST OF FORT ATKINSON.
 DF9900'OWNERSHIP--TOWN OF KOSHKONONG.    TO REACH THE STATION FROM THE
 DF9900'JUNCTION OF US HIGHWAY 12 AND STATE HIGHWAY 89 WITH STATE HIGHWAY 106
 DF9900'AT THE INTERSECTION OF MAIN STREET AND EAST SHERMAN AVENUE, GO EAST
 DF9900'ON STATE HIGHWAY 106 (EAST SHERMAN AVENUE) FOR 3.0 KM TO KUTZ ROAD,
 DF9900'TURN RIGHT AND GO SOUTH ON KUTZ ROAD FOR 1.4 KM TO BARK RIVER ROAD
 DF9900'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9900'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9900'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9900'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 54.2 M WEST
 DF9900'OF THE CENTERLINE OF KUTZ ROAD, 15 M WEST-NORTHWEST OF A 44-CM
 DF9900'DIAMETER CORRUGATED METAL CULVERT PIPE, 6.4 M NORTH OF THE CENTERLINE
 DF9900'OF BARK RIVER ROAD, AND 3 M SOUTH OF A CULTIVATED FIELD.
 DF9900'---NOTE---THE STATION IS SOUTH, WEST AND EAST OF THREE WHITE PLASTIC
 DF9900'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9900'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9900
 DF9900                          STATION RECOVERY (2006)
 DF9900
 DF9900'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9696 ***********************************************************************
 DF9696  DESIGNATION -  1J51
 DF9696  PID         -  DF9696
 DF9696  STATE/COUNTY-  WI/JEFFERSON
 DF9696  COUNTRY     -  US
 DF9696  USGS QUAD   -  FORT ATKINSON (2018)
 DF9696
 DF9696                         *CURRENT SURVEY CONTROL
 DF9696  ______________________________________________________________________
 DF9696* NAD 83(1986) POSITION- 42 53 54.01   (N) 088 46 37.95   (W)   HD_HELD1
 DF9696* NAVD 88 ORTHO HEIGHT -   239.895 (meters)      787.06  (feet) ADJUSTED
 DF9696  ______________________________________________________________________
 DF9696  GEOID HEIGHT    -        -34.196 (meters)                     GEOID18
 DF9696  DYNAMIC HEIGHT  -        239.831 (meters)      786.85  (feet) COMP
 DF9696  MODELED GRAVITY -    980,349.1   (mgal)                       NAVD 88
 DF9696
 DF9696  VERT ORDER      -  SECOND    CLASS I
 DF9696
 DF9696.The horizontal coordinates were determined by differentially corrected
 DF9696.hand held GPS observations or other comparable positioning techniques
 DF9696.and have an estimated accuracy of +/- 3 meters.
 DF9696
 DF9696.The orthometric height was determined by differential leveling and
 DF9696.adjusted by the WI DEPT OF TRANSP
 DF9696.in May 2012.
 DF9696
 DF9696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9696.GEOID18 height accuracy estimate available here.
 DF9696
 DF9696.Click photographs - Photos may exist for this station.
 DF9696
 DF9696.The dynamic height is computed by dividing the NAVD 88
 DF9696.geopotential number by the normal gravity value computed on the
 DF9696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9696.degrees latitude (g = 980.6199 gals.).
 DF9696
 DF9696.The modeled gravity was interpolated from observed gravity values.
 DF9696
 DF9696;                    North         East    Units  Estimated Accuracy
 DF9696;SPC WI S     -   100,529.1     699,865.4     MT  (+/- 3 meters HH1 GPS) 
 DF9696
 DF9696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5490251057(NAD 83)
 DF9696
 DF9696                          SUPERSEDED SURVEY CONTROL
 DF9696
 DF9696  NAVD 88 (04/20/07)  239.873  (m)          786.98   (f) SUPERSEDED  2 1
 DF9696  NAVD 88 (02/25/04)  239.845  (m)          786.89   (f) SUPERSEDED  2 1
 DF9696
 DF9696.Superseded values are not recommended for survey control.
 DF9696
 DF9696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9696.See file dsdata.pdf to determine how the superseded data were derived.
 DF9696
 DF9696_MARKER: DD = SURVEY DISK
 DF9696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9696_STAMPING: 1J51 2002
 DF9696_MARK LOGO: WIDT
 DF9696_PROJECTION: FLUSH
 DF9696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9696+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 DF9696
 DF9696  HISTORY     - Date     Condition        Report By
 DF9696  HISTORY     - 2001     MONUMENTED       WIDT
 DF9696  HISTORY     - 20060927 GOOD             WIDT
 DF9696
 DF9696                          STATION DESCRIPTION
 DF9696
 DF9696'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9696'THE STATION IS LOCATED ABOUT 29 KM NORTHEAST OF JANESVILLE, 8 KM
 DF9696'NORTH-NORTHWEST OF WHITEWATER AND 6 KM SOUTHEAST OF FORT ATKINSON.
 DF9696'OWNERSHIP--JEFFERSON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9696'OF US HIGHWAY 12 WITH STATE HIGHWAY 59 SOUTH AT THE INTERSECTION OF
 DF9696'MAIN STREET AND FRANKLIN STREET IN THE CITY OF WHITEWATER, GO EAST ON
 DF9696'US HIGHWAY 12 FOR 1.0 KM TO COUNTY HIGHWAY N (TRATT STREET), TURN
 DF9696'RIGHT AND GO NORTH ON COUNTY HIGHWAY N (TRATT STREET) FOR 7.7 KM TO
 DF9696'FLORIN LANE ON THE LEFT, CONTINUE NORTH ON COUNTY HIGHWAY N FOR 0.1
 DF9696'KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE WISCONSIN
 DF9696'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9696'IN TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DF9696'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.    THE STATION IS 7.6 M WEST OF
 DF9696'THE CENTERLINE OF COUNTY HIGHWAY N, 0.6 KM SOUTH OF COUNTY HIGHWAY M,
 DF9696'43.8 M NORTH-NORTHWEST OF POWER POLE --49-4905--, 34.1 M SOUTHWEST OF
 DF9696'POWER POLE --49-4907--, AND 1 M EAST OF A CULTIVATED FIELD.
 DF9696'---NOTE---THE STATION IS WEST, NORTH AND SOUTH OF THREE WHITE PLASTIC
 DF9696'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9696'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9696
 DF9696                          STATION RECOVERY (2006)
 DF9696
 DF9696'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9695 ***********************************************************************
 DF9695  DESIGNATION -  1J52
 DF9695  PID         -  DF9695
 DF9695  STATE/COUNTY-  WI/JEFFERSON
 DF9695  COUNTRY     -  US
 DF9695  USGS QUAD   -  FORT ATKINSON (2018)
 DF9695
 DF9695                         *CURRENT SURVEY CONTROL
 DF9695  ______________________________________________________________________
 DF9695* NAD 83(1986) POSITION- 42 52 35.25   (N) 088 46 14.68   (W)   HD_HELD1
 DF9695* NAVD 88 ORTHO HEIGHT -   243.149 (meters)      797.73  (feet) ADJUSTED
 DF9695  ______________________________________________________________________
 DF9695  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 DF9695  DYNAMIC HEIGHT  -        243.084 (meters)      797.52  (feet) COMP
 DF9695  MODELED GRAVITY -    980,348.2   (mgal)                       NAVD 88
 DF9695
 DF9695  VERT ORDER      -  SECOND    CLASS I
 DF9695
 DF9695.The horizontal coordinates were determined by differentially corrected
 DF9695.hand held GPS observations or other comparable positioning techniques
 DF9695.and have an estimated accuracy of +/- 3 meters.
 DF9695
 DF9695.The orthometric height was determined by differential leveling and
 DF9695.adjusted by the WI DEPT OF TRANSP
 DF9695.in May 2012.
 DF9695
 DF9695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9695.GEOID18 height accuracy estimate available here.
 DF9695
 DF9695.Click photographs - Photos may exist for this station.
 DF9695
 DF9695.The dynamic height is computed by dividing the NAVD 88
 DF9695.geopotential number by the normal gravity value computed on the
 DF9695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9695.degrees latitude (g = 980.6199 gals.).
 DF9695
 DF9695.The modeled gravity was interpolated from observed gravity values.
 DF9695
 DF9695;                    North         East    Units  Estimated Accuracy
 DF9695;SPC WI S     -    98,106.8     700,429.0     MT  (+/- 3 meters HH1 GPS) 
 DF9695
 DF9695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5537848616(NAD 83)
 DF9695
 DF9695                          SUPERSEDED SURVEY CONTROL
 DF9695
 DF9695  NAVD 88 (04/20/07)  243.127  (m)          797.66   (f) SUPERSEDED  2 1
 DF9695  NAVD 88 (02/25/04)  243.099  (m)          797.57   (f) SUPERSEDED  2 1
 DF9695
 DF9695.Superseded values are not recommended for survey control.
 DF9695
 DF9695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9695.See file dsdata.pdf to determine how the superseded data were derived.
 DF9695
 DF9695_MARKER: DD = SURVEY DISK
 DF9695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9695_STAMPING: 1J52 2002
 DF9695_MARK LOGO: WIDT
 DF9695_PROJECTION: FLUSH
 DF9695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9695+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2008
 DF9695
 DF9695  HISTORY     - Date     Condition        Report By
 DF9695  HISTORY     - 2001     MONUMENTED       WIDT
 DF9695  HISTORY     - 20060927 GOOD             WIDT
 DF9695  HISTORY     - 20081017 GOOD             WIDT
 DF9695
 DF9695                          STATION DESCRIPTION
 DF9695
 DF9695'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9695'THE STATION IS LOCATED ABOUT 26 KM NORTHEAST OF JANESVILLE, 8 KM
 DF9695'SOUTHEAST OF FORT ATKINSON AND 5 KM NORTHWEST OF  WHITEWATER.
 DF9695'OWNERSHIP--JEFFERSON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9695'OF US HIGHWAY 12 WITH STATE HIGHWAY 59 SOUTH AT THE INTERSECTION OF
 DF9695'MAIN STREET AND FRANKLIN STREET IN THE CITY OF WHITEWATER, GO WEST ON
 DF9695'US HIGHWAY 12 (MAIN STREET) FOR 1.0 KM TO COUNTY HIGHWAY N (TRATT
 DF9695'STREET), TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY N (TRATT STREET)
 DF9695'FOR 3.2 KM TO TREWYN ROAD ON THE RIGHT, CONTINUE NORTH ON COUNTY
 DF9695'HIGHWAY N FOR 2.1 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF9695'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9695'STATION DISK SET IN TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DF9695'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9695'STATION IS 7.6 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY N, 88 M
 DF9695'SOUTH OF PRIVATE ENTRANCE --N1049--,  43.4 M SOUTHWEST OF TELEPHONE
 DF9695'POLE --E59-13761 45-4--, 40.7 M NORTHWEST OF TELEPHONE POLE
 DF9695'--E59-13760 50-4--, AND 1 M EAST OF A CULTIVATED FIELD.
 DF9695'---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF THREE WHITE PLASTIC
 DF9695'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9695'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9695
 DF9695                          STATION RECOVERY (2006)
 DF9695
 DF9695'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9695'RECOVERED IN GOOD CONDITION.
 DF9695
 DF9695                          STATION RECOVERY (2008)
 DF9695
 DF9695'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (GRS)
 DF9695'RECOVERED AS DESCRIBED EXCEPT THERE IS NO WITNESS POST EAST OF THE
 DF9695'STATION. CORN TO THE WEST OBSTRUCTS A PORTION OF THE SKY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG3898 ***********************************************************************
 DG3898  DESIGNATION -  1J90
 DG3898  PID         -  DG3898
 DG3898  STATE/COUNTY-  WI/WALWORTH
 DG3898  COUNTRY     -  US
 DG3898  USGS QUAD   -  SHARON (2018)
 DG3898
 DG3898                         *CURRENT SURVEY CONTROL
 DG3898  ______________________________________________________________________
 DG3898* NAD 83(1986) POSITION- 42 34 48.7    (N) 088 43 02.1    (W)   HD_HELD2
 DG3898* NAVD 88 ORTHO HEIGHT -   276.569 (meters)      907.38  (feet) ADJUSTED
 DG3898  ______________________________________________________________________
 DG3898  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 DG3898  DYNAMIC HEIGHT  -        276.485 (meters)      907.10  (feet) COMP
 DG3898  MODELED GRAVITY -    980,307.4   (mgal)                       NAVD 88
 DG3898
 DG3898  VERT ORDER      -  SECOND    CLASS I
 DG3898
 DG3898.The horizontal coordinates were established by autonomous hand held GPS
 DG3898.observations and have an estimated accuracy of +/- 10 meters.
 DG3898
 DG3898.The orthometric height was determined by differential leveling and
 DG3898.adjusted by the WI DEPT OF TRANSP
 DG3898.in May 2012.
 DG3898
 DG3898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG3898.GEOID18 height accuracy estimate available here.
 DG3898
 DG3898.Click photographs - Photos may exist for this station.
 DG3898
 DG3898.The dynamic height is computed by dividing the NAVD 88
 DG3898.geopotential number by the normal gravity value computed on the
 DG3898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3898.degrees latitude (g = 980.6199 gals.).
 DG3898
 DG3898.The modeled gravity was interpolated from observed gravity values.
 DG3898
 DG3898;                    North         East    Units  Estimated Accuracy
 DG3898;SPC WI S     -    65,265.      705,305.      MT  (+/- 10 meters HH2 GPS)
 DG3898
 DG3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5907815626(NAD 83)
 DG3898
 DG3898                          SUPERSEDED SURVEY CONTROL
 DG3898
 DG3898  NAVD 88 (04/20/07)  276.545  (m)          907.30   (f) SUPERSEDED  2 1
 DG3898  NAVD 88 (02/25/04)  276.580  (m)          907.41   (f) SUPERSEDED  2 1
 DG3898
 DG3898.Superseded values are not recommended for survey control.
 DG3898
 DG3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3898.See file dsdata.pdf to determine how the superseded data were derived.
 DG3898
 DG3898_MARKER: DD = SURVEY DISK
 DG3898_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG3898_SP_SET: SMALL BRIDGE WINGWALL
 DG3898_STAMPING: 1J90 2002
 DG3898_MARK LOGO: WIDT
 DG3898_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3898+STABILITY: SURFACE MOTION
 DG3898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG3898+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DG3898
 DG3898  HISTORY     - Date     Condition        Report By
 DG3898  HISTORY     - 2001     MONUMENTED       WIDT
 DG3898  HISTORY     - 20060802 GOOD             WIDT
 DG3898
 DG3898                          STATION DESCRIPTION
 DG3898
 DG3898'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG3898'THE STATION IS LOCATED ABOUT 17 KM SOUTHEAST OF JANESVILLE, 17 KM
 DG3898'EAST NORTHEAST OF BELOIT, AND 5 KM SOUTHWEST OF DELAVAN.
 DG3898'OWNERSHIP--TOWN OF SHARON. TO REACH THE STATION FROM THE JUNCTION OF
 DG3898'INTERSTATE HIGHWAY 43 WITH US HIGHWAY 14 (WALWORTH STREET) ABOUT 2 KM
 DG3898'NORTHWEST OF THE VILLAGE OF DARIEN, GO SOUTHEAST ON US HIGHWAY 14
 DG3898'(WALWORTH STREET) FOR 1.7 KM TO COUNTY HIGHWAY X, TURN RIGHT AND GO
 DG3898'SOUTHWEST ON COUNTY HIGHWAY X FOR 0.6 KM TO WISE ROAD ON THE LEFT,
 DG3898'TURN LEFT AND GO SOUTH ON WISE ROAD FOR 2.2 KM TO SHARON DARIEN TOWN
 DG3898'LINE ROAD, TURN RIGHT AND GO SOUTHWEST ON SHARON DARIEN TOWN LINE
 DG3898'ROAD FOR 0.1 KM TO A BRIDGE AND THE STATION ON THE LEFT.  THE STATION
 DG3898'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG3898'CONTROL STATION DISK SET IN THE TOP OF SOUTHEAST WINGWALL AND ABOUT
 DG3898'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.2 M EAST-SOUTHEAST OF
 DG3898'THE CENTERLINE OF SHARON DARIEN TOWN LINE ROAD, 66 M SOUTHWEST OF THE
 DG3898'SOUTHERNMOST RAIL OF A RAILROAD TRACKS, AND 29.6 M EAST OF POWER POLE
 DG3898'--WPL 1-15-3 0/50--.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DG3898'OBSERVATIONS DUE TO TREES OVERHEAD.
 DG3898
 DG3898                          STATION RECOVERY (2006)
 DG3898
 DG3898'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DG3898'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M NORTH OF A
 DG3898'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9502 ***********************************************************************
 DF9502  DESIGNATION -  1K01
 DF9502  PID         -  DF9502
 DF9502  STATE/COUNTY-  WI/WALWORTH
 DF9502  COUNTRY     -  US
 DF9502  USGS QUAD   -  LAKE GENEVA (2018)
 DF9502
 DF9502                         *CURRENT SURVEY CONTROL
 DF9502  ______________________________________________________________________
 DF9502* NAD 83(1986) POSITION- 42 30 59.25   (N) 088 25 43.64   (W)   HD_HELD1
 DF9502* NAVD 88 ORTHO HEIGHT -   274.812 (meters)      901.61  (feet) ADJUSTED
 DF9502  ______________________________________________________________________
 DF9502  GEOID HEIGHT    -        -34.149 (meters)                     GEOID18
 DF9502  DYNAMIC HEIGHT  -        274.724 (meters)      901.32  (feet) COMP
 DF9502  MODELED GRAVITY -    980,294.1   (mgal)                       NAVD 88
 DF9502
 DF9502  VERT ORDER      -  SECOND    CLASS I
 DF9502
 DF9502.The horizontal coordinates were determined by differentially corrected
 DF9502.hand held GPS observations or other comparable positioning techniques
 DF9502.and have an estimated accuracy of +/- 3 meters.
 DF9502
 DF9502.The orthometric height was determined by differential leveling and
 DF9502.adjusted by the WI DEPT OF TRANSP
 DF9502.in May 2012.
 DF9502
 DF9502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9502.GEOID18 height accuracy estimate available here.
 DF9502
 DF9502.Click photographs - Photos may exist for this station.
 DF9502
 DF9502.The dynamic height is computed by dividing the NAVD 88
 DF9502.geopotential number by the normal gravity value computed on the
 DF9502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9502.degrees latitude (g = 980.6199 gals.).
 DF9502
 DF9502.The modeled gravity was interpolated from observed gravity values.
 DF9502
 DF9502;                    North         East    Units  Estimated Accuracy
 DF9502;SPC WI S     -    58,591.4     729,117.0     MT  (+/- 3 meters HH1 GPS) 
 DF9502
 DF9502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8263108109(NAD 83)
 DF9502
 DF9502                          SUPERSEDED SURVEY CONTROL
 DF9502
 DF9502  NAVD 88 (04/20/07)  274.781  (m)          901.51   (f) SUPERSEDED  2 1
 DF9502  NAVD 88 (02/25/04)  274.811  (m)          901.61   (f) SUPERSEDED  2 1
 DF9502
 DF9502.Superseded values are not recommended for survey control.
 DF9502
 DF9502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9502.See file dsdata.pdf to determine how the superseded data were derived.
 DF9502
 DF9502_MARKER: DD = SURVEY DISK
 DF9502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9502_STAMPING: 1K01 2002
 DF9502_MARK LOGO: WIDT
 DF9502_PROJECTION: FLUSH
 DF9502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9502+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DF9502
 DF9502  HISTORY     - Date     Condition        Report By
 DF9502  HISTORY     - 2001     MONUMENTED       WIDT
 DF9502  HISTORY     - 20060726 GOOD             WIDT
 DF9502
 DF9502                          STATION DESCRIPTION
 DF9502
 DF9502'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9502'THE STATION IS LOCATED ABOUT 14 KM EAST OF WALWORTH, 10 KM SOUTH OF
 DF9502'LAKE GENEVA, AND 7 KM SOUTHWEST OF PELL LAKE.  OWNERSHIP--TOWN OF
 DF9502'LINN. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 WITH
 DF9502'STATE HIGHWAY 120 IN THE CITY OF LAKE GENEVA, GO SOUTH ON STATE
 DF9502'HIGHWAY 120 FOR 8.8 KM TO COUNTY HIGHWAY B, TURN LEFT AND GO EAST ON
 DF9502'COUNTY HIGHWAY B FOR 0.8 KM TO ARMSBY ROAD ON THE RIGHT, CONTINUE
 DF9502'EAST ON COUNTY HIGHWAY B FOR 0.3 KM TO THE STATION ON THE LEFT. THE
 DF9502'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9502'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9502'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9502'HIGHWAY PAVEMENT. THE STATION IS 8.3 M NORTH OF THE CENTERLINE OF
 DF9502'COUNTY HIGHWAY B, 240 M WEST OF PRIVATE ENTRANCE --W2568--, 48.1 M
 DF9502'SOUTHEAST OF A 1.0 M DIAMETER CORRUGATED METAL CULVERT PIPE, 45.1 M
 DF9502'EAST-NORTHEAST OF POWER POLE --1-17-25    36/26--, AND 1 M SOUTH OF
 DF9502'CULTIVATED FIELD. ---NOTE---THE STATION IS SOUTH, NORTHEAST AND
 DF9502'NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9502'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 DF9502'ABOVE THE HORIZON.
 DF9502
 DF9502                          STATION RECOVERY (2006)
 DF9502
 DF9502'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9502'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE WEST OF
 DF9502'WESTSIDE ROAD AND 0.5 M SOUTH, 1.0 M EAST, AND 1.0 M WEST OF THREE
 DF9502'WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9503 ***********************************************************************
 DF9503  DESIGNATION -  1K02
 DF9503  PID         -  DF9503
 DF9503  STATE/COUNTY-  WI/WALWORTH
 DF9503  COUNTRY     -  US
 DF9503  USGS QUAD   -  LAKE GENEVA (2018)
 DF9503
 DF9503                         *CURRENT SURVEY CONTROL
 DF9503  ______________________________________________________________________
 DF9503* NAD 83(1986) POSITION- 42 30 59.27   (N) 088 23 53.08   (W)   HD_HELD1
 DF9503* NAVD 88 ORTHO HEIGHT -   270.396 (meters)      887.12  (feet) ADJUSTED
 DF9503  ______________________________________________________________________
 DF9503  GEOID HEIGHT    -        -34.176 (meters)                     GEOID18
 DF9503  DYNAMIC HEIGHT  -        270.310 (meters)      886.84  (feet) COMP
 DF9503  MODELED GRAVITY -    980,294.7   (mgal)                       NAVD 88
 DF9503
 DF9503  VERT ORDER      -  SECOND    CLASS I
 DF9503
 DF9503.The horizontal coordinates were determined by differentially corrected
 DF9503.hand held GPS observations or other comparable positioning techniques
 DF9503.and have an estimated accuracy of +/- 3 meters.
 DF9503
 DF9503.The orthometric height was determined by differential leveling and
 DF9503.adjusted by the WI DEPT OF TRANSP
 DF9503.in May 2012.
 DF9503
 DF9503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9503.GEOID18 height accuracy estimate available here.
 DF9503
 DF9503.Click photographs - Photos may exist for this station.
 DF9503
 DF9503.The dynamic height is computed by dividing the NAVD 88
 DF9503.geopotential number by the normal gravity value computed on the
 DF9503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9503.degrees latitude (g = 980.6199 gals.).
 DF9503
 DF9503.The modeled gravity was interpolated from observed gravity values.
 DF9503
 DF9503;                    North         East    Units  Estimated Accuracy
 DF9503;SPC WI S     -    58,640.0     731,640.5     MT  (+/- 3 meters HH1 GPS) 
 DF9503
 DF9503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8515408068(NAD 83)
 DF9503
 DF9503                          SUPERSEDED SURVEY CONTROL
 DF9503
 DF9503  NAVD 88 (04/20/07)  270.365  (m)          887.02   (f) SUPERSEDED  2 1
 DF9503  NAVD 88 (02/25/04)  270.394  (m)          887.12   (f) SUPERSEDED  2 1
 DF9503
 DF9503.Superseded values are not recommended for survey control.
 DF9503
 DF9503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9503.See file dsdata.pdf to determine how the superseded data were derived.
 DF9503
 DF9503_MARKER: DD = SURVEY DISK
 DF9503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9503_STAMPING: 1K02 2002
 DF9503_MARK LOGO: WIDT
 DF9503_PROJECTION: FLUSH
 DF9503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9503+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DF9503
 DF9503  HISTORY     - Date     Condition        Report By
 DF9503  HISTORY     - 2001     MONUMENTED       WIDT
 DF9503  HISTORY     - 20060726 GOOD             WIDT
 DF9503
 DF9503                          STATION DESCRIPTION
 DF9503
 DF9503'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9503'THE STATION IS LOCATED ABOUT 16 KM EAST OF WALWORTH, 9 KM SOUTH OF
 DF9503'LAKE GENEVA, AND 5 KM SOUTHWEST OF PELL LAKE.  OWNERSHIP--WALWORTH
 DF9503'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50
 DF9503'WITH STATE HIGHWAY 120 IN THE CITY OF LAKE GENEVA, GO SOUTH ON STATE
 DF9503'HIGHWAY 120 FOR 8.8 KM TO COUNTY HIGHWAY B, TURN LEFT AND GO EAST ON
 DF9503'COUNTY HIGHWAY B FOR 2.4 KM TO RIDGE ROAD ON THE RIGHT, CONTINUE EAST
 DF9503'ON COUNTY HIGHWAY B FOR 0.2 KM TO THE STATION ON THE RIGHT. THE
 DF9503'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9503'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM  DIAMETER
 DF9503'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE
 DF9503'HIGHWAY PAVEMENT. THE STATION IS 6.0 M SOUTH OF THE CENTERLINE OF
 DF9503'COUNTY HIGHWAY B, 0.4 KM WEST OF SPRING CREEK ROAD, 37.6 M SOUTHWEST
 DF9503'OF TELEPHONE PEDESTAL --1950--, 21.5 M SOUTHEAST OF POWER POLE
 DF9503'--1-18-29 11/27--, AND 2 M NORTH OF CULTIVATED FIELD. ---NOTE---THE
 DF9503'STATION IS 1.5 M NORTH OF A WHITE PLASTIC WITNESS POST. --NOTE2--THIS
 DF9503'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9503'ABOVE THE HORIZON.
 DF9503
 DF9503                          STATION RECOVERY (2006)
 DF9503
 DF9503'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9503'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 17.4 M WEST OF THE
 DF9503'EXTENDED CENTERLINE OF A FIELD ENTRANCE AND 1.1 M NORTH, 1.0 M EAST,
 DF9503'AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9505 ***********************************************************************
 DF9505  DESIGNATION -  1K03
 DF9505  PID         -  DF9505
 DF9505  STATE/COUNTY-  WI/WALWORTH
 DF9505  COUNTRY     -  US
 DF9505  USGS QUAD   -  GENOA CITY (2018)
 DF9505
 DF9505                         *CURRENT SURVEY CONTROL
 DF9505  ______________________________________________________________________
 DF9505* NAD 83(1986) POSITION- 42 31 25.44   (N) 088 21 37.94   (W)   HD_HELD1
 DF9505* NAVD 88 ORTHO HEIGHT -   260.450 (meters)      854.49  (feet) ADJUSTED
 DF9505  ______________________________________________________________________
 DF9505  GEOID HEIGHT    -        -34.214 (meters)                     GEOID18
 DF9505  DYNAMIC HEIGHT  -        260.367 (meters)      854.22  (feet) COMP
 DF9505  MODELED GRAVITY -    980,296.2   (mgal)                       NAVD 88
 DF9505
 DF9505  VERT ORDER      -  SECOND    CLASS I
 DF9505
 DF9505.The horizontal coordinates were determined by differentially corrected
 DF9505.hand held GPS observations or other comparable positioning techniques
 DF9505.and have an estimated accuracy of +/- 3 meters.
 DF9505
 DF9505.The orthometric height was determined by differential leveling and
 DF9505.adjusted by the WI DEPT OF TRANSP
 DF9505.in May 2012.
 DF9505
 DF9505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9505.GEOID18 height accuracy estimate available here.
 DF9505
 DF9505.Click photographs - Photos may exist for this station.
 DF9505
 DF9505.The dynamic height is computed by dividing the NAVD 88
 DF9505.geopotential number by the normal gravity value computed on the
 DF9505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9505.degrees latitude (g = 980.6199 gals.).
 DF9505
 DF9505.The modeled gravity was interpolated from observed gravity values.
 DF9505
 DF9505;                    North         East    Units  Estimated Accuracy
 DF9505;SPC WI S     -    59,507.4     734,709.0     MT  (+/- 3 meters HH1 GPS) 
 DF9505
 DF9505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8825108825(NAD 83)
 DF9505
 DF9505                          SUPERSEDED SURVEY CONTROL
 DF9505
 DF9505  NAVD 88 (04/20/07)  260.419  (m)          854.39   (f) SUPERSEDED  2 1
 DF9505  NAVD 88 (02/25/04)  260.446  (m)          854.48   (f) SUPERSEDED  2 1
 DF9505
 DF9505.Superseded values are not recommended for survey control.
 DF9505
 DF9505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9505.See file dsdata.pdf to determine how the superseded data were derived.
 DF9505
 DF9505_MARKER: DD = SURVEY DISK
 DF9505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9505_STAMPING: 1K03 2002
 DF9505_MARK LOGO: WIDT
 DF9505_PROJECTION: FLUSH
 DF9505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9505+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DF9505
 DF9505  HISTORY     - Date     Condition        Report By
 DF9505  HISTORY     - 2001     MONUMENTED       WIDT
 DF9505  HISTORY     - 20060726 GOOD             WIDT
 DF9505
 DF9505                          STATION DESCRIPTION
 DF9505
 DF9505'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9505'THE STATION IS LOCATED ABOUT 20 KM EAST OF WALWORTH, 10 KM SOUTHEAST
 DF9505'OF LAKE GENEVA, AND 2 KM SOUTHWEST OF PELL LAKE.  OWNERSHIP--TOWN OF
 DF9505'BLOOMFIELD. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DF9505'50 WITH STATE HIGHWAY 120 IN THE CITY OF LAKE GENEVA, GOEAST ON STATE
 DF9505'HIGHWAY 50 FOR 0.2 KM TO COUNTY HIGHWAY H (WELLS ROAD), TURN RIGHT
 DF9505'AND GO SOUTHEAST ON COUNTY HIGHWAY H (WELLS ROAD) FOR 10.1 KM TO
 DF9505'DEIGNAN ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON DEIGNAN ROAD FOR
 DF9505'0.5 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9505'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9505'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9505'AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 8.4 M NORTH OF
 DF9505'THE CENTERLINE OF DEIGNAN ROAD, 0.2 KM EAST OF THUNDER BIRD ROAD,
 DF9505'17.8 M NORTH-NORTHWEST OF POWER POLE --1-18-27 8 51--, 17.0 M
 DF9505'NORTH-NORTHEAST OF TELEPHONE PEDESTAL --7--, AND 1 M SOUTH OF A
 DF9505'CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH, NORTHEAST AND
 DF9505'NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9505'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9505'ABOVE THE HORIZON.
 DF9505
 DF9505                          STATION RECOVERY (2006)
 DF9505
 DF9505'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9505'RECOVERED IN GOOD CONDITION.  NOTE-- THE TELEPHONE PEDESTAL IN THE
 DF9505'2001 DESCRIPTION IS NUMBERED --L308 7--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9506 ***********************************************************************
 DF9506  DESIGNATION -  1K04
 DF9506  PID         -  DF9506
 DF9506  STATE/COUNTY-  WI/WALWORTH
 DF9506  COUNTRY     -  US
 DF9506  USGS QUAD   -  GENOA CITY (2018)
 DF9506
 DF9506                         *CURRENT SURVEY CONTROL
 DF9506  ______________________________________________________________________
 DF9506* NAD 83(1986) POSITION- 42 31 02.28   (N) 088 20 31.72   (W)   HD_HELD1
 DF9506* NAVD 88 ORTHO HEIGHT -   253.798 (meters)      832.67  (feet) ADJUSTED
 DF9506  ______________________________________________________________________
 DF9506  GEOID HEIGHT    -        -34.223 (meters)                     GEOID18
 DF9506  DYNAMIC HEIGHT  -        253.717 (meters)      832.40  (feet) COMP
 DF9506  MODELED GRAVITY -    980,295.6   (mgal)                       NAVD 88
 DF9506
 DF9506  VERT ORDER      -  SECOND    CLASS I
 DF9506
 DF9506.The horizontal coordinates were determined by differentially corrected
 DF9506.hand held GPS observations or other comparable positioning techniques
 DF9506.and have an estimated accuracy of +/- 3 meters.
 DF9506
 DF9506.The orthometric height was determined by differential leveling and
 DF9506.adjusted by the WI DEPT OF TRANSP
 DF9506.in May 2012.
 DF9506
 DF9506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9506.GEOID18 height accuracy estimate available here.
 DF9506
 DF9506.Click photographs - Photos may exist for this station.
 DF9506
 DF9506.The dynamic height is computed by dividing the NAVD 88
 DF9506.geopotential number by the normal gravity value computed on the
 DF9506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9506.degrees latitude (g = 980.6199 gals.).
 DF9506
 DF9506.The modeled gravity was interpolated from observed gravity values.
 DF9506
 DF9506;                    North         East    Units  Estimated Accuracy
 DF9506;SPC WI S     -    58,822.7     736,234.4     MT  (+/- 3 meters HH1 GPS) 
 DF9506
 DF9506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8975008086(NAD 83)
 DF9506
 DF9506                          SUPERSEDED SURVEY CONTROL
 DF9506
 DF9506  NAVD 88 (04/20/07)  253.768  (m)          832.57   (f) SUPERSEDED  2 1
 DF9506  NAVD 88 (02/25/04)  253.794  (m)          832.66   (f) SUPERSEDED  2 1
 DF9506
 DF9506.Superseded values are not recommended for survey control.
 DF9506
 DF9506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9506.See file dsdata.pdf to determine how the superseded data were derived.
 DF9506
 DF9506_MARKER: DD = SURVEY DISK
 DF9506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9506_STAMPING: 1K04 2002
 DF9506_MARK LOGO: WIDT
 DF9506_PROJECTION: FLUSH
 DF9506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9506+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DF9506
 DF9506  HISTORY     - Date     Condition        Report By
 DF9506  HISTORY     - 2001     MONUMENTED       WIDT
 DF9506  HISTORY     - 20060726 GOOD             WIDT
 DF9506
 DF9506                          STATION DESCRIPTION
 DF9506
 DF9506'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9506'THE STATION IS LOCATED ABOUT 21 KM EAST OF WALWORTH, 11 KM SOUTHEAST
 DF9506'OF LAKE GENEVA, AND 2 KM SOUTH OF PELL LAKE.  OWNERSHIP--TOWN OF
 DF9506'BLOOMFIELD. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DF9506'50 WITH STATE HIGHWAY 120 IN THE CITY OF LAKE GENEVA, GO EAST ON
 DF9506'STATE HIGHWAY 50 FOR 0.2 KM TO COUNTY HIGHWAY H (WELLS ROAD) ON THE
 DF9506'RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY H (WELLS ROAD) FOR
 DF9506'11.0 KM TO DAISY ROAD ON THE LEFT, TURN LEFT AND GO NORTHEAST ON
 DF9506'DAISY ROAD FOR 0.1 KM TO TWIN LAKES ROAD, TURN RIGHT AND GO EAST ON
 DF9506'TWIN LAKES ROAD FOR 0.5 KM TO THE STATION ON THE RIGHT. THE STATION
 DF9506'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9506'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9506'SET TO A DEPTH OF 1.9 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE
 DF9506'STATION IS 8.4 M SOUTHWEST OF THE CENTERLINE OF TWIN LAKES ROAD, 95 M
 DF9506'SOUTHEAST OF TELEPHONE PEDISTAL --L  307  3--, 41.8 M NORTHWEST OF
 DF9506'METAL POST FOR --CURVE 30 MPH-- SIGN, 26.5 M SOUTHWEST OF POWER
 DF9506'POLE--1-18-26  5/30--, AND 2 M NORTHEAST OF A CULTIVATED FIELD.
 DF9506'---NOTE---THE STATION IS SOUTHEAST, SOUTHWEST AND NORTH OF THREE
 DF9506'WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9506'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9506
 DF9506                          STATION RECOVERY (2006)
 DF9506
 DF9506'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9506'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.18 MILE NORTHWEST
 DF9506'OF DARLING ROAD, 1.0 M (NOT 41.8 M) SOUTH (NOT NORTHWEST) OF A METAL
 DF9506'POST FOR A --LEFT CURVE 30 MPH-- SIGN, AND 0.7 M NORTHEAST, 1.0 M
 DF9506'SOUTH, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9507 ***********************************************************************
 DF9507  DESIGNATION -  1K05
 DF9507  PID         -  DF9507
 DF9507  STATE/COUNTY-  WI/WALWORTH
 DF9507  COUNTRY     -  US
 DF9507  USGS QUAD   -  GENOA CITY (2018)
 DF9507
 DF9507                         *CURRENT SURVEY CONTROL
 DF9507  ______________________________________________________________________
 DF9507* NAD 83(1986) POSITION- 42 30 59.2    (N) 088 19 01.4    (W)   HD_HELD2
 DF9507* NAVD 88 ORTHO HEIGHT -   272.214 (meters)      893.09  (feet) ADJUSTED
 DF9507  ______________________________________________________________________
 DF9507  GEOID HEIGHT    -        -34.243 (meters)                     GEOID18
 DF9507  DYNAMIC HEIGHT  -        272.127 (meters)      892.80  (feet) COMP
 DF9507  MODELED GRAVITY -    980,295.6   (mgal)                       NAVD 88
 DF9507
 DF9507  VERT ORDER      -  SECOND    CLASS I
 DF9507
 DF9507.The horizontal coordinates were established by autonomous hand held GPS
 DF9507.observations and have an estimated accuracy of +/- 10 meters.
 DF9507
 DF9507.The orthometric height was determined by differential leveling and
 DF9507.adjusted by the WI DEPT OF TRANSP
 DF9507.in May 2012.
 DF9507
 DF9507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9507.GEOID18 height accuracy estimate available here.
 DF9507
 DF9507.Click photographs - Photos may exist for this station.
 DF9507
 DF9507.The dynamic height is computed by dividing the NAVD 88
 DF9507.geopotential number by the normal gravity value computed on the
 DF9507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9507.degrees latitude (g = 980.6199 gals.).
 DF9507
 DF9507.The modeled gravity was interpolated from observed gravity values.
 DF9507
 DF9507;                    North         East    Units  Estimated Accuracy
 DF9507;SPC WI S     -    58,769.      738,298.      MT  (+/- 10 meters HH2 GPS)
 DF9507
 DF9507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9181007959(NAD 83)
 DF9507
 DF9507                          SUPERSEDED SURVEY CONTROL
 DF9507
 DF9507  NAVD 88 (04/20/07)  272.184  (m)          892.99   (f) SUPERSEDED  2 1
 DF9507  NAVD 88 (02/25/04)  272.209  (m)          893.07   (f) SUPERSEDED  2 1
 DF9507
 DF9507.Superseded values are not recommended for survey control.
 DF9507
 DF9507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9507.See file dsdata.pdf to determine how the superseded data were derived.
 DF9507
 DF9507_MARKER: DD = SURVEY DISK
 DF9507_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9507_SP_SET: BRIDGE ABUTMENT
 DF9507_STAMPING: 1K05 2002
 DF9507_MARK LOGO: WIDT
 DF9507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9507+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DF9507
 DF9507  HISTORY     - Date     Condition        Report By
 DF9507  HISTORY     - 2001     MONUMENTED       WIDT
 DF9507  HISTORY     - 20060726 GOOD             WIDT
 DF9507
 DF9507                          STATION DESCRIPTION
 DF9507
 DF9507'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9507'THE STATION IS LOCATED ABOUT 23 KM EAST OF WALWORTH, 13 KM SOUTHEAST
 DF9507'OF LAKE GENEVA, AND 6 KM SOUTHWEST OF TWIN LAKES.
 DF9507'OWNERSHIP--WALWORTH COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9507'US HIGHWAY 12 WITH STATE HIGHWAY 173 ABOUT 17 KM SOUTHEAST OF THE
 DF9507'CITY OF LAKE GENEVA, GO NORTH ON US HIGHWAY 12 FOR 2.0 KM TO SOUTH
 DF9507'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON SOUTH ROAD FOR 0.1
 DF9507'KM TO WILLIAMS ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON WILLIAMS
 DF9507'ROAD FOR 2.2 KM TO COUNTY HIGHWAY B, TURN LEFT AND GO WEST ON COUNTY
 DF9507'HIGHWAY B FOR 0.2 KM TO THE US HIGHWAY 12 OVERPASS --B-64-19-65-- AND
 DF9507'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9507'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9507'IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT AND ABOUT 0.2 M
 DF9507'ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 4.7 M SOUTH OF THE
 DF9507'CENTERLINE OF COUNTY HIGHWAY B, 74 M EAST OF THE CENTERLINE OF
 DF9507'PRIVATE ENTRANCE --W363--, 19.0 M WEST OF THE CENTERLINE OF US
 DF9507'HIGHWAY 12 SOUTHBOUND LANES, AND 9.6 M NORTHEAST OF POWER POLE--WPL
 DF9507'1-18-25 20/25--.
 DF9507
 DF9507                          STATION RECOVERY (2006)
 DF9507
 DF9507'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9507'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN THE TOP OF
 DF9507'THE CURBING AT THE WEST END OF THE SOUTHWEST WING WALL, 0.3 M EAST OF
 DF9507'THE WEST END OF THE WING WALL UNDER THE BRIDGE NUMBER PLAQUE, AND 0.5
 DF9507'M EAST-NORTHEAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9508 ***********************************************************************
 DF9508  DESIGNATION -  1K06
 DF9508  PID         -  DF9508
 DF9508  STATE/COUNTY-  WI/KENOSHA
 DF9508  COUNTRY     -  US
 DF9508  USGS QUAD   -  GENOA CITY (2018)
 DF9508
 DF9508                         *CURRENT SURVEY CONTROL
 DF9508  ______________________________________________________________________
 DF9508* NAD 83(1986) POSITION- 42 31 25.24   (N) 088 16 50.40   (W)   HD_HELD1
 DF9508* NAVD 88 ORTHO HEIGHT -   264.149 (meters)      866.63  (feet) ADJUSTED
 DF9508  ______________________________________________________________________
 DF9508  GEOID HEIGHT    -        -34.283 (meters)                     GEOID18
 DF9508  DYNAMIC HEIGHT  -        264.065 (meters)      866.35  (feet) COMP
 DF9508  MODELED GRAVITY -    980,296.6   (mgal)                       NAVD 88
 DF9508
 DF9508  VERT ORDER      -  SECOND    CLASS I
 DF9508
 DF9508.The horizontal coordinates were determined by differentially corrected
 DF9508.hand held GPS observations or other comparable positioning techniques
 DF9508.and have an estimated accuracy of +/- 3 meters.
 DF9508
 DF9508.The orthometric height was determined by differential leveling and
 DF9508.adjusted by the WI DEPT OF TRANSP
 DF9508.in May 2012.
 DF9508
 DF9508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9508.GEOID18 height accuracy estimate available here.
 DF9508
 DF9508.Click photographs - Photos may exist for this station.
 DF9508
 DF9508.The dynamic height is computed by dividing the NAVD 88
 DF9508.geopotential number by the normal gravity value computed on the
 DF9508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9508.degrees latitude (g = 980.6199 gals.).
 DF9508
 DF9508.The modeled gravity was interpolated from observed gravity values.
 DF9508
 DF9508;                    North         East    Units  Estimated Accuracy
 DF9508;SPC WI S     -    59,633.4     741,271.1     MT  (+/- 3 meters HH1 GPS) 
 DF9508
 DF9508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9481108716(NAD 83)
 DF9508
 DF9508                          SUPERSEDED SURVEY CONTROL
 DF9508
 DF9508  NAVD 88 (04/20/07)  264.120  (m)          866.53   (f) SUPERSEDED  2 1
 DF9508  NAVD 88 (02/25/04)  264.144  (m)          866.61   (f) SUPERSEDED  2 1
 DF9508
 DF9508.Superseded values are not recommended for survey control.
 DF9508
 DF9508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9508.See file dsdata.pdf to determine how the superseded data were derived.
 DF9508
 DF9508_MARKER: DD = SURVEY DISK
 DF9508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9508_STAMPING: 1K06 2002
 DF9508_MARK LOGO: WIDT
 DF9508_PROJECTION: FLUSH
 DF9508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9508+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 DF9508
 DF9508  HISTORY     - Date     Condition        Report By
 DF9508  HISTORY     - 2001     MONUMENTED       WIDT
 DF9508  HISTORY     - 20060719 GOOD             WIDT
 DF9508
 DF9508                          STATION DESCRIPTION
 DF9508
 DF9508'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9508'THE STATION IS LOCATED ABOUT 17 KM SOUTH OF BURLINGTON, 6 KM
 DF9508'SOUTHEAST OF PELL LAKE AND 3 KM SOUTHWEST OF TWIN LAKES.
 DF9508'OWNERSHIP--KENOSHA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9508'US HIGHWAY 12 WITH STATE HIGHWAY 173 IN THE CITY OF RICHMOND, IL, GO
 DF9508'NORTH ON US HIGHWAY 12 FOR 1.0 KM TO COUNTY HIGHWAY 4 (BURLINGTON
 DF9508'ROAD), TURN RIGHT AND GO NORTHEAST ON COUNTY HIGHWAY 4 (BURLINGTON
 DF9508'ROAD) FOR 3.4 KM TO COUNTY HIGHWAY O ON THE LEFT, CONTINUE NORTHEAST
 DF9508'ON COUNTY HIGHWAY P (BURLINGTON ROAD) FOR 1.4 KM TO (388TH AVENUE) ON
 DF9508'THE LEFT AND WHERE COUNTY HIGHWAY P TURNS TO THE NORTH, TURN LEFT AND
 DF9508'GO NORTH ON COUNTY HIGHWAY P (388TH AVENUE) FOR 0.3 KM TO 104TH
 DF9508'STREET AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF9508'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9508'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9508'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9508'STATION IS 17.2 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY P (388TH
 DF9508'AVE), 37.3  M NORTH-NORTHWEST OF A WOOD POST FOR A --STOP AHEAD--
 DF9508'SIGN, 33.7 M NORTHWEST OF POWER POLE --1-19-29    1  25/50--, 20.7 M
 DF9508'SOUTH OF THE CENTERLINE OF 104TH STREET, AND 6 M NORTHEAST OF A
 DF9508'CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, SOUTHWEST AND
 DF9508'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9508'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9508'ABOVE THE HORIZON.  ---NOTE3---COUNTY HIGHWAY 4 (BURLINGTON ROAD)
 DF9508'TURNS INTO COUNTY HIGHWAY P IN WISCONSIN.
 DF9508
 DF9508                          STATION RECOVERY (2006)
 DF9508
 DF9508'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9508'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE SOUTHWEST
 DF9508'QUADRANT OF THE JUNCTION OF COUNTY HIGHWAY P (388TH AVENUE) WITH 104TH
 DF9508'STREET, 22.0 M NORTH-NORTHWEST OF A YELLOW RIGHT-OF-WAY METAL POST,
 DF9508'21.8 M NORTH-NORTHWEST OF THE TOP CENTER OF A TELEPHONE PEDESTAL, AND
 DF9508'1.0 M EAST, 1.0 M NORTH, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC
 DF9508'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9509 ***********************************************************************
 DF9509  DESIGNATION -  1K07
 DF9509  PID         -  DF9509
 DF9509  STATE/COUNTY-  WI/KENOSHA
 DF9509  COUNTRY     -  US
 DF9509  USGS QUAD   -  GENOA CITY (2018)
 DF9509
 DF9509                         *CURRENT SURVEY CONTROL
 DF9509  ______________________________________________________________________
 DF9509* NAD 83(1986) POSITION- 42 32 23.90   (N) 088 16 51.02   (W)   HD_HELD1
 DF9509* NAVD 88 ORTHO HEIGHT -   267.620 (meters)      878.02  (feet) ADJUSTED
 DF9509  ______________________________________________________________________
 DF9509  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 DF9509  DYNAMIC HEIGHT  -        267.535 (meters)      877.74  (feet) COMP
 DF9509  MODELED GRAVITY -    980,298.6   (mgal)                       NAVD 88
 DF9509
 DF9509  VERT ORDER      -  SECOND    CLASS I
 DF9509
 DF9509.The horizontal coordinates were determined by differentially corrected
 DF9509.hand held GPS observations or other comparable positioning techniques
 DF9509.and have an estimated accuracy of +/- 3 meters.
 DF9509
 DF9509.The orthometric height was determined by differential leveling and
 DF9509.adjusted by the WI DEPT OF TRANSP
 DF9509.in May 2012.
 DF9509
 DF9509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9509.GEOID18 height accuracy estimate available here.
 DF9509
 DF9509.Click photographs - Photos may exist for this station.
 DF9509
 DF9509.The dynamic height is computed by dividing the NAVD 88
 DF9509.geopotential number by the normal gravity value computed on the
 DF9509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9509.degrees latitude (g = 980.6199 gals.).
 DF9509
 DF9509.The modeled gravity was interpolated from observed gravity values.
 DF9509
 DF9509;                    North         East    Units  Estimated Accuracy
 DF9509;SPC WI S     -    61,442.9     741,219.6     MT  (+/- 3 meters HH1 GPS) 
 DF9509
 DF9509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9482410526(NAD 83)
 DF9509
 DF9509                          SUPERSEDED SURVEY CONTROL
 DF9509
 DF9509  NAVD 88 (04/20/07)  267.591  (m)          877.92   (f) SUPERSEDED  2 1
 DF9509  NAVD 88 (02/25/04)  267.614  (m)          878.00   (f) SUPERSEDED  2 1
 DF9509
 DF9509.Superseded values are not recommended for survey control.
 DF9509
 DF9509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9509.See file dsdata.pdf to determine how the superseded data were derived.
 DF9509
 DF9509_MARKER: DD = SURVEY DISK
 DF9509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9509_STAMPING: 1K07 2002
 DF9509_MARK LOGO: WIDT
 DF9509_PROJECTION: FLUSH
 DF9509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9509+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 DF9509
 DF9509  HISTORY     - Date     Condition        Report By
 DF9509  HISTORY     - 2001     MONUMENTED       WIDT
 DF9509  HISTORY     - 20060719 GOOD             WIDT
 DF9509
 DF9509                          STATION DESCRIPTION
 DF9509
 DF9509'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9509'THE STATION IS LOCATED ABOUT 37 KM WEST OF KENOSHA, 14 KM SOUTHEAST
 DF9509'OF LAKE GENEVA, AND 3 KM NORTHWEST OF TWIN LAKES.  OWNERSHIP--TOWN OF
 DF9509'RANDALL.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50
 DF9509'WITH STATE HIGHWAY 83 NORTH ABOUT 12 KM SOUTH OF THE CITY OF
 DF9509'BURLINGTON, GO WEST ON STATE HIGHWAY 50 FOR 6.3 KM TO COUNTY HIGHWAY
 DF9509'P, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY P FOR 3.0 KM TO COUNTY
 DF9509'HIGHWAY F, TURN LEFT AND GO EAST ON COUNTY HIGHWAY F FOR 1.3 KM TO
 DF9509'COUNTY HIGHWAY P ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY
 DF9509'HIGHWAY P FOR 1.0 KM TO 92ND STREET AND THE STATION ON THE RIGHT.
 DF9509'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9509'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9509'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT LEVEL WITH
 DF9509'THE HIGHWAY PAVEMENT. THE STATION IS 13.5 M WEST OF THE CENTERLINE OF
 DF9509'COUNTY HIGHWAY P, 25.6 M SOUTH OF THE CENTERLINE OF 92ND STREET, 3.5
 DF9509'M EAST OF FLAG POLE AND 3.0 M EAST OF WOODEN --RANDALL TOWNSHIP PARK
 DF9509'POWERS LAKE-- SIGN.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF9509'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DF9509'EXCEPT FOR A FLAG POLE TO THE WEST EXTENDING TO 50 DEGREES AND A TREE
 DF9509'TO THE NORTHWEST EXTENDING TO 40 DEGREES.
 DF9509
 DF9509                          STATION RECOVERY (2006)
 DF9509
 DF9509'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9509'RECOVERED IN GOOD CONDITION.  NOTE1-- THE STATION IS ON THE EAST SIDE
 DF9509'OF THE RANDALL TOWNSHIP PARK POWERS LAKE.  NOTE 2-- COUNTY HIGHWAY P
 DF9509'IS ALSO 388TH AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9464 ***********************************************************************
 DF9464  DESIGNATION -  1K08
 DF9464  PID         -  DF9464
 DF9464  STATE/COUNTY-  WI/KENOSHA
 DF9464  COUNTRY     -  US
 DF9464  USGS QUAD   -  GENOA CITY (2018)
 DF9464
 DF9464                         *CURRENT SURVEY CONTROL
 DF9464  ______________________________________________________________________
 DF9464* NAD 83(1986) POSITION- 42 32 57.70   (N) 088 15 35.83   (W)   HD_HELD1
 DF9464* NAVD 88 ORTHO HEIGHT -   275.727 (meters)      904.61  (feet) ADJUSTED
 DF9464  ______________________________________________________________________
 DF9464  GEOID HEIGHT    -        -34.326 (meters)                     GEOID18
 DF9464  DYNAMIC HEIGHT  -        275.640 (meters)      904.33  (feet) COMP
 DF9464  MODELED GRAVITY -    980,299.8   (mgal)                       NAVD 88
 DF9464
 DF9464  VERT ORDER      -  SECOND    CLASS I
 DF9464
 DF9464.The horizontal coordinates were determined by differentially corrected
 DF9464.hand held GPS observations or other comparable positioning techniques
 DF9464.and have an estimated accuracy of +/- 3 meters.
 DF9464
 DF9464.The orthometric height was determined by differential leveling and
 DF9464.adjusted by the WI DEPT OF TRANSP
 DF9464.in May 2012.
 DF9464
 DF9464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9464.GEOID18 height accuracy estimate available here.
 DF9464
 DF9464.Click photographs - Photos may exist for this station.
 DF9464
 DF9464.The dynamic height is computed by dividing the NAVD 88
 DF9464.geopotential number by the normal gravity value computed on the
 DF9464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9464.degrees latitude (g = 980.6199 gals.).
 DF9464
 DF9464.The modeled gravity was interpolated from observed gravity values.
 DF9464
 DF9464;                    North         East    Units  Estimated Accuracy
 DF9464;SPC WI S     -    62,521.2     742,913.3     MT  (+/- 3 meters HH1 GPS) 
 DF9464
 DF9464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9655511543(NAD 83)
 DF9464
 DF9464                          SUPERSEDED SURVEY CONTROL
 DF9464
 DF9464  NAVD 88 (04/20/07)  275.698  (m)          904.52   (f) SUPERSEDED  2 1
 DF9464  NAVD 88 (02/25/04)  275.720  (m)          904.59   (f) SUPERSEDED  2 1
 DF9464
 DF9464.Superseded values are not recommended for survey control.
 DF9464
 DF9464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9464.See file dsdata.pdf to determine how the superseded data were derived.
 DF9464
 DF9464_MARKER: DD = SURVEY DISK
 DF9464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9464_STAMPING: 1K08 2002
 DF9464_MARK LOGO: WIDT
 DF9464_PROJECTION: FLUSH
 DF9464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9464+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 DF9464
 DF9464  HISTORY     - Date     Condition        Report By
 DF9464  HISTORY     - 2001     MONUMENTED       WIDT
 DF9464  HISTORY     - 20060719 GOOD             WIDT
 DF9464
 DF9464                          STATION DESCRIPTION
 DF9464
 DF9464'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9464'THE STATION IS LOCATED ABOUT 36 KM WEST OF KENOSHA, 19 KM
 DF9464'EAST-SOUTHEAST OF LAKE GENEVA, AND 18 KM SOUTH OF BURLINGTON.
 DF9464'OWNERSHIP--KENOSHA COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9464'STATE HIGHWAY 50 WITH STATE HIGHWAY 83 NORTH ABOUT 12 KM SOUTH OF THE
 DF9464'CITY OF BURLINGTON, GO EAST ON STATE HIGHWAY 50 FOR 3.0 KM TO COUNTY
 DF9464'HIGHWAY O (368TH STREET), TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY O
 DF9464'(368TH STREET) FOR 3.4 KM TO COUNTY HIGHWAY F (87TH STREET) ON THE
 DF9464'RIGHT, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY F (87TH STREET) FOR
 DF9464'0.3 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9464'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9464'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9464'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 5.0 M NORTH
 DF9464'OF THE CENTERLINE OF COUNTY HIGHWAY F (87TH STREET), 36.5 M NORTHEAST
 DF9464'OF POWER POLE --1 1916 15/39--, 31.1 M NORTHEAST OF BRICK --RANDALL
 DF9464'SCHOOL-- SIGN, 19 M WEST OF EXTENDED CENTERLINE OF EAST ENTRANCE TO
 DF9464'RANDALL SCHOOL, AND 1 M SOUTH OF A FIELD.  ---NOTE---THE STATION IS
 DF9464'0.7 M SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION
 DF9464'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF9464'THE HORIZON.
 DF9464
 DF9464                          STATION RECOVERY (2006)
 DF9464
 DF9464'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9463 ***********************************************************************
 DF9463  DESIGNATION -  1K09
 DF9463  PID         -  DF9463
 DF9463  STATE/COUNTY-  WI/KENOSHA
 DF9463  COUNTRY     -  US
 DF9463  USGS QUAD   -  SILVER LAKE (2018)
 DF9463
 DF9463                         *CURRENT SURVEY CONTROL
 DF9463  ______________________________________________________________________
 DF9463* NAD 83(1986) POSITION- 42 32 39.24   (N) 088 14 12.59   (W)   HD_HELD1
 DF9463* NAVD 88 ORTHO HEIGHT -   250.246 (meters)      821.02  (feet) ADJUSTED
 DF9463  ______________________________________________________________________
 DF9463  GEOID HEIGHT    -        -34.346 (meters)                     GEOID18
 DF9463  DYNAMIC HEIGHT  -        250.167 (meters)      820.76  (feet) COMP
 DF9463  MODELED GRAVITY -    980,299.0   (mgal)                       NAVD 88
 DF9463
 DF9463  VERT ORDER      -  SECOND    CLASS I
 DF9463
 DF9463.The horizontal coordinates were determined by differentially corrected
 DF9463.hand held GPS observations or other comparable positioning techniques
 DF9463.and have an estimated accuracy of +/- 3 meters.
 DF9463
 DF9463.The orthometric height was determined by differential leveling and
 DF9463.adjusted by the WI DEPT OF TRANSP
 DF9463.in May 2012.
 DF9463
 DF9463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9463.GEOID18 height accuracy estimate available here.
 DF9463
 DF9463.Click photographs - Photos may exist for this station.
 DF9463
 DF9463.The dynamic height is computed by dividing the NAVD 88
 DF9463.geopotential number by the normal gravity value computed on the
 DF9463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9463.degrees latitude (g = 980.6199 gals.).
 DF9463
 DF9463.The modeled gravity was interpolated from observed gravity values.
 DF9463
 DF9463;                    North         East    Units  Estimated Accuracy
 DF9463;SPC WI S     -    61,991.6     744,824.1     MT  (+/- 3 meters HH1 GPS) 
 DF9463
 DF9463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9844510945(NAD 83)
 DF9463
 DF9463                          SUPERSEDED SURVEY CONTROL
 DF9463
 DF9463  NAVD 88 (04/20/07)  250.217  (m)          820.92   (f) SUPERSEDED  2 1
 DF9463  NAVD 88 (02/25/04)  250.239  (m)          820.99   (f) SUPERSEDED  2 1
 DF9463
 DF9463.Superseded values are not recommended for survey control.
 DF9463
 DF9463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9463.See file dsdata.pdf to determine how the superseded data were derived.
 DF9463
 DF9463_MARKER: DD = SURVEY DISK
 DF9463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9463_STAMPING: 1K09 2002
 DF9463_MARK LOGO: WIDT
 DF9463_PROJECTION: FLUSH
 DF9463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9463+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 DF9463
 DF9463  HISTORY     - Date     Condition        Report By
 DF9463  HISTORY     - 2001     MONUMENTED       WIDT
 DF9463  HISTORY     - 20060719 GOOD             WIDT
 DF9463
 DF9463                          STATION DESCRIPTION
 DF9463
 DF9463'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9463'THE STATION IS LOCATED ABOUT 34 KM WEST KENOSHA, 21 KM EAST-SOUTHEAST
 DF9463'OF LAKE GENEVA, AND 20 KM SOUTH-SOUTHEAST OF BURLINGTON.
 DF9463'OWNERSHIP--KENOSHA COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9463'STATE HIGHWAY 50 WITH STATE HIGHWAY 83 NORTH ABOUT 12 KM SOUTH OF THE
 DF9463'CITY OF BURLINGTON, GO WEST ON STATE HIGHWAY 50 FOR 1.5 KM TO COUNTY
 DF9463'HIGHWAY KD, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY KD FOR 4.0 KM TO
 DF9463'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9463'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9463'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9463'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 9.8 M WEST
 DF9463'OF THE CENTERLINE OF COUNTY HIGHWAY KD NORTH (352 AVENUE), 61.9 M
 DF9463'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY F (BASSET ROAD), 38 M SOUTH
 DF9463'OF THE CENTERLINE PRIVATE ENTRANCE --8946--, 33 M SOUTHWEST POWER
 DF9463'POLE --1-19-15.4  1/43--,  AND 8 M WEST-NORTHWEST OF EXTENDED
 DF9463'CENTERLINE OF PRIVATE ENTRANCE --9001--.  ---NOTE---THIS STATION HAS
 DF9463'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9463'HORIZON EXCEPT FOR A TREE TO THE SOUTHEAST EXTENDING TO 22 DEGREES.
 DF9463
 DF9463                          STATION RECOVERY (2006)
 DF9463
 DF9463'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9463'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH AND 1.0
 DF9463'M SOUTH OF TWO WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9462 ***********************************************************************
 DF9462  DESIGNATION -  1K10
 DF9462  PID         -  DF9462
 DF9462  STATE/COUNTY-  WI/KENOSHA
 DF9462  COUNTRY     -  US
 DF9462  USGS QUAD   -  SILVER LAKE (2018)
 DF9462
 DF9462                         *CURRENT SURVEY CONTROL
 DF9462  ______________________________________________________________________
 DF9462* NAD 83(1986) POSITION- 42 32 09.96   (N) 088 12 59.92   (W)   HD_HELD1
 DF9462* NAVD 88 ORTHO HEIGHT -   259.133 (meters)      850.17  (feet) ADJUSTED
 DF9462  ______________________________________________________________________
 DF9462  GEOID HEIGHT    -        -34.357 (meters)                     GEOID18
 DF9462  DYNAMIC HEIGHT  -        259.051 (meters)      849.90  (feet) COMP
 DF9462  MODELED GRAVITY -    980,297.9   (mgal)                       NAVD 88
 DF9462
 DF9462  VERT ORDER      -  SECOND    CLASS I
 DF9462
 DF9462.The horizontal coordinates were determined by differentially corrected
 DF9462.hand held GPS observations or other comparable positioning techniques
 DF9462.and have an estimated accuracy of +/- 3 meters.
 DF9462
 DF9462.The orthometric height was determined by differential leveling and
 DF9462.adjusted by the WI DEPT OF TRANSP
 DF9462.in May 2012.
 DF9462
 DF9462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9462.GEOID18 height accuracy estimate available here.
 DF9462
 DF9462.Click photographs - Photos may exist for this station.
 DF9462
 DF9462.The dynamic height is computed by dividing the NAVD 88
 DF9462.geopotential number by the normal gravity value computed on the
 DF9462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9462.degrees latitude (g = 980.6199 gals.).
 DF9462
 DF9462.The modeled gravity was interpolated from observed gravity values.
 DF9462
 DF9462;                    North         East    Units  Estimated Accuracy
 DF9462;SPC WI S     -    61,123.5     746,501.2     MT  (+/- 3 meters HH1 GPS) 
 DF9462
 DF9462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0008910018(NAD 83)
 DF9462
 DF9462                          SUPERSEDED SURVEY CONTROL
 DF9462
 DF9462  NAVD 88 (04/20/07)  259.105  (m)          850.08   (f) SUPERSEDED  2 1
 DF9462  NAVD 88 (02/25/04)  259.126  (m)          850.15   (f) SUPERSEDED  2 1
 DF9462
 DF9462.Superseded values are not recommended for survey control.
 DF9462
 DF9462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9462.See file dsdata.pdf to determine how the superseded data were derived.
 DF9462
 DF9462_MARKER: DD = SURVEY DISK
 DF9462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9462_STAMPING: 1K10 2002
 DF9462_MARK LOGO: WIDT
 DF9462_PROJECTION: FLUSH
 DF9462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9462+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 DF9462
 DF9462  HISTORY     - Date     Condition        Report By
 DF9462  HISTORY     - 2001     MONUMENTED       WIDT
 DF9462  HISTORY     - 20060719 GOOD             WIDT
 DF9462
 DF9462                          STATION DESCRIPTION
 DF9462
 DF9462'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9462'THE STATION IS LOCATED ABOUT 30 KM WEST OF KENOSHA, 25 KM
 DF9462'EAST-SOUTHEAST OF LAKE GENEVA, AND 18 KM SOUTHEAST OF BURLINGTON.
 DF9462'OWNERSHIP--KENOSHA COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9462'STATE HIGHWAY 50 WITH STATE HIGHWAY 83 NORTH ABOUT 12 KM SOUTHEAST OF
 DF9462'THE CITY OF BURLINGTON, GO EAST ON STATE HIGHWAY 50 FOR 1.2 KM TO
 DF9462'COUNTY HIGHWAY W ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY
 DF9462'HIGHWAY W FOR 0.5 KM TO COUNTY HIGHWAY JI ON THE RIGHT, TURN RIGHT
 DF9462'AND GO SOUTHWEST,THEN SOUTH ON COUNTY HIGHWAY JI FOR 3.8 KM TO COUNTY
 DF9462'HIGHWAY F (BASSETT ROAD), TURN RIGHT AND GO WEST ON COUNTY HIGHWAY F
 DF9462'(BASSETT ROAD) FOR 0.7 KM TO THE STATION ON THE LEFT. THE STATION IS
 DF9462'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9462'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9462'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9462'THE STATION IS 10.5 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY F
 DF9462'(BASSETT ROAD), 43.1 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY KD,
 DF9462'27.3 M NORTHWEST OF POWER POLE --1-19-23  29/44--, 14.3 M NORTHWEST
 DF9462'OF WOOD POST FOR --SPEED LIMIT 45-- SIGN, AND 1 M NORTH OF CULTIVATED
 DF9462'FIELD. ---NOTE---THE STATION IS EAST, WEST AND SOUTH OF THREE WHITE
 DF9462'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9462'OBSTRUCTIONS EXTENDING HIGHER THAN 18 DEGREES ABOVE THE HORIZON.
 DF9462
 DF9462                          STATION RECOVERY (2006)
 DF9462
 DF9462'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9462'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST AND 1.0
 DF9462'M WEST OF TWO WHITE PLASTIC WITNESS POSTS.  NOTE1-- CHIPS HAVE BEEN
 DF9462'REMOVED FROM THE NORTH EDGE OF THE CONCRETE POST PERHAPS BY RECENT
 DF9462'MOWING OPERATIONS.  NOTE2-- THE CULTIVATED FIELD DESCRIBED IN 2001 IS
 DF9462'NOW --STATION NO. 2 TOWN OF RANDALL-- PROPERTY WITH A BUILDING AND A
 DF9462'POND.  NOTE3-- COUNTY HIGHWAY KD SOUTH IS ALSO 336TH AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9842 ***********************************************************************
 DF9842  DESIGNATION -  1K11
 DF9842  PID         -  DF9842
 DF9842  STATE/COUNTY-  WI/KENOSHA
 DF9842  COUNTRY     -  US
 DF9842  USGS QUAD   -  SILVER LAKE (2018)
 DF9842
 DF9842                         *CURRENT SURVEY CONTROL
 DF9842  ______________________________________________________________________
 DF9842* NAD 83(1986) POSITION- 42 32 20.1    (N) 088 11 26.0    (W)   HD_HELD2
 DF9842* NAVD 88 ORTHO HEIGHT -   239.556 (meters)      785.94  (feet) ADJUSTED
 DF9842  ______________________________________________________________________
 DF9842  GEOID HEIGHT    -        -34.385 (meters)                     GEOID18
 DF9842  DYNAMIC HEIGHT  -        239.480 (meters)      785.69  (feet) COMP
 DF9842  MODELED GRAVITY -    980,298.1   (mgal)                       NAVD 88
 DF9842
 DF9842  VERT ORDER      -  SECOND    CLASS I
 DF9842
 DF9842.The horizontal coordinates were established by autonomous hand held GPS
 DF9842.observations and have an estimated accuracy of +/- 10 meters.
 DF9842
 DF9842.The orthometric height was determined by differential leveling and
 DF9842.adjusted by the WI DEPT OF TRANSP
 DF9842.in May 2012.
 DF9842
 DF9842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9842.GEOID18 height accuracy estimate available here.
 DF9842
 DF9842.Click photographs - Photos may exist for this station.
 DF9842
 DF9842.The dynamic height is computed by dividing the NAVD 88
 DF9842.geopotential number by the normal gravity value computed on the
 DF9842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9842.degrees latitude (g = 980.6199 gals.).
 DF9842
 DF9842.The modeled gravity was interpolated from observed gravity values.
 DF9842
 DF9842;                    North         East    Units  Estimated Accuracy
 DF9842;SPC WI S     -    61,483.      748,637.      MT  (+/- 10 meters HH2 GPS)
 DF9842
 DF9842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0223610301(NAD 83)
 DF9842
 DF9842                          SUPERSEDED SURVEY CONTROL
 DF9842
 DF9842  NAVD 88 (04/20/07)  239.528  (m)          785.85   (f) SUPERSEDED  2 1
 DF9842  NAVD 88 (02/25/04)  239.549  (m)          785.92   (f) SUPERSEDED  2 1
 DF9842
 DF9842.Superseded values are not recommended for survey control.
 DF9842
 DF9842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9842.See file dsdata.pdf to determine how the superseded data were derived.
 DF9842
 DF9842_MARKER: DD = SURVEY DISK
 DF9842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9842_STAMPING: 1K11 2002
 DF9842_MARK LOGO: WIDT
 DF9842_PROJECTION: FLUSH
 DF9842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9842+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 DF9842
 DF9842  HISTORY     - Date     Condition        Report By
 DF9842  HISTORY     - 2001     MONUMENTED       WIDT
 DF9842  HISTORY     - 20060719 GOOD             WIDT
 DF9842
 DF9842                          STATION DESCRIPTION
 DF9842
 DF9842'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9842'THE STATION IS LOCATED ABOUT 30 KM WEST OF KENOSHA, 17 KM SOUTHWEST
 DF9842'OF BURLINGTON, AND 2 KM WEST-SOUTHWEST OF SILVER LAKE.
 DF9842'OWNERSHIP--KENOSHA COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9842'STATE HIGHWAY 50 WITH STATE HIGHWAY 83 NORTH ABOUT 12 KM SOUTH OF THE
 DF9842'CITY OF BURLINGTON, GO EAST ON STATE HIGHWAY 50 FOR 1.2 KM TO COUNTY
 DF9842'HIGHWAY W ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST, THEN SOUTH ON
 DF9842'COUNTY HIGHWAY W FOR 0.5 KM TO COUNTY HIGHWAY JI ON THE RIGHT, TURN
 DF9842'RIGHT AND GO SOUTH ON COUNTY HIGHWAY JI FOR 3.8 KM TO COUNTY HIGHWAY
 DF9842'F, TURN LEFT AND GO EAST ON COUNTY HIGHWAY F FOR 1.4 KM TO THE
 DF9842'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9842'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9842'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DF9842'BELOW THE HIGHWAY PAVEMENT. THE STATION IS 10.6 M NORTH OF THE
 DF9842'CENTERLINE OF COUNTY HIGHWAY F, 49.4 M EAST OF A WOOD POST FOR A
 DF9842'--DEER CROSSING-- SIGN, 31.6 M NORTHWEST OF POWER POLE --45-4--, 24.6
 DF9842'M NORTH-NORTHEAST OF TELEPHONE PEDESTAL --2564--, AND 2 M SOUTH OF A
 DF9842'CULTIVATED FIELD. ---NOTE---THE STATION IS SOUTH, EAST AND WEST OF
 DF9842'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9842'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9842'HORIZON.
 DF9842
 DF9842                          STATION RECOVERY (2006)
 DF9842
 DF9842'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9842'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.13 MILE WEST OF
 DF9842'COUNTY HIGHWAY FR NORTH (312TH AVENUE), 30.5 M NORTHWEST OF A WOOD
 DF9842'--JCT COUNTY FR-- SIGN POST, 27.5 M NORTH-NORTHEAST OF AN ORANGE OVER
 DF9842'WHITE --WARNING BURIED CABLE-- POST, 7.8 M EAST OF A WEED COVERED
 DF9842'FIELD ENTRANCE, AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST
 DF9842'OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9842'NOTE-- TELEPHONE PEDESTAL  2564-- WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9461 ***********************************************************************
 DF9461  DESIGNATION -  1K12
 DF9461  PID         -  DF9461
 DF9461  STATE/COUNTY-  WI/KENOSHA
 DF9461  COUNTRY     -  US
 DF9461  USGS QUAD   -  SILVER LAKE (2018)
 DF9461
 DF9461                         *CURRENT SURVEY CONTROL
 DF9461  ______________________________________________________________________
 DF9461* NAD 83(1986) POSITION- 42 32 28.59   (N) 088 10 15.32   (W)   HD_HELD1
 DF9461* NAVD 88 ORTHO HEIGHT -   229.066 (meters)      751.53  (feet) ADJUSTED
 DF9461  ______________________________________________________________________
 DF9461  GEOID HEIGHT    -        -34.408 (meters)                     GEOID18
 DF9461  DYNAMIC HEIGHT  -        228.993 (meters)      751.29  (feet) COMP
 DF9461  MODELED GRAVITY -    980,298.3   (mgal)                       NAVD 88
 DF9461
 DF9461  VERT ORDER      -  SECOND    CLASS I
 DF9461
 DF9461.The horizontal coordinates were determined by differentially corrected
 DF9461.hand held GPS observations or other comparable positioning techniques
 DF9461.and have an estimated accuracy of +/- 3 meters.
 DF9461
 DF9461.The orthometric height was determined by differential leveling and
 DF9461.adjusted by the WI DEPT OF TRANSP
 DF9461.in May 2012.
 DF9461
 DF9461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9461.GEOID18 height accuracy estimate available here.
 DF9461
 DF9461.Click photographs - Photos may exist for this station.
 DF9461
 DF9461.The dynamic height is computed by dividing the NAVD 88
 DF9461.geopotential number by the normal gravity value computed on the
 DF9461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9461.degrees latitude (g = 980.6199 gals.).
 DF9461
 DF9461.The modeled gravity was interpolated from observed gravity values.
 DF9461
 DF9461;                    North         East    Units  Estimated Accuracy
 DF9461;SPC WI S     -    61,779.6     750,244.1     MT  (+/- 3 meters HH1 GPS) 
 DF9461
 DF9461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0385210540(NAD 83)
 DF9461
 DF9461                          SUPERSEDED SURVEY CONTROL
 DF9461
 DF9461  NAVD 88 (04/20/07)  229.037  (m)          751.43   (f) SUPERSEDED  2 1
 DF9461  NAVD 88 (02/25/04)  229.059  (m)          751.50   (f) SUPERSEDED  2 1
 DF9461
 DF9461.Superseded values are not recommended for survey control.
 DF9461
 DF9461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9461.See file dsdata.pdf to determine how the superseded data were derived.
 DF9461
 DF9461_MARKER: DD = SURVEY DISK
 DF9461_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9461_SP_SET: WINGWALL
 DF9461_STAMPING: 1K12 2002
 DF9461_MARK LOGO: WIDT
 DF9461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9461+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 DF9461
 DF9461  HISTORY     - Date     Condition        Report By
 DF9461  HISTORY     - 2001     MONUMENTED       WIDT
 DF9461  HISTORY     - 20060719 GOOD             WIDT
 DF9461
 DF9461                          STATION DESCRIPTION
 DF9461
 DF9461'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9461'THE STATION IS LOCATED ABOUT 32 KM SOUTHEAST OF ELKHORN, 29 KM
 DF9461'WEST-SOUTHWEST OF KENOSHA, AND 17 KM SOUTHEAST OF BURLINGTON.
 DF9461'OWNERSHIP--VILLAGE OF SILVER LAKE. TO REACH THE STATION FROM THE
 DF9461'JUNCTION OF STATE HIGHWAY 50 WITH STATE HIGHWAY 75 NORTH AND STATE
 DF9461'HIGHWAY 83 SOUTH ABOUT 24 KM WEST OF THE CITY OF KENOSHA, GO WEST ON
 DF9461'STATE HIGHWAY 50 FOR 3.5 KM TO COUNTY HIGHWAY B (288TH AVENUE), TURN
 DF9461'LEFT AND GO SOUTH ON COUNTY HIGHWAY B (288TH AVENUE) FOR 3.4 KM TO
 DF9461'COUNTY HIGHWAY F, CONTINUE WEST-SOUTHWEST ON COUNTY HIGHWAY F TO
 DF9461'BRIDGE --B-30-668-87-- OVER THE SILVER LAKE FLOWAGE AND THE STATION
 DF9461'ON THE LEFT.  THE STATION IS LOCATED ON TOP OF THE SOUTH WINGWALL OF
 DF9461'THE WEST ABUTMENT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9461'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9461'A CONCRETE WINGWALL ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9461'STATION IS 6.1 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY F, 38.0 M
 DF9461'EAST OF POWER POLE --E59F1258--, AND 3.1 M NORTH OF A TELEPHONE
 DF9461'PEDESTAL.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DF9461'OBSERVATIONS DUE TO RAILS DIRECTLY ABOVE THE STATION.
 DF9461
 DF9461                          STATION RECOVERY (2006)
 DF9461
 DF9461'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9461'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE SOUTHWEST
 DF9461'END OF THE SOUTHWEST WING WALL AND 0.5 M EAST OF A WHITE PLASTIC
 DF9461'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9459 ***********************************************************************
 DF9459  DESIGNATION -  1K13
 DF9459  PID         -  DF9459
 DF9459  STATE/COUNTY-  WI/KENOSHA
 DF9459  COUNTRY     -  US
 DF9459  USGS QUAD   -  SILVER LAKE (2018)
 DF9459
 DF9459                         *CURRENT SURVEY CONTROL
 DF9459  ______________________________________________________________________
 DF9459* NAD 83(1986) POSITION- 42 32 04.9    (N) 088 08 35.0    (W)   HD_HELD2
 DF9459* NAVD 88 ORTHO HEIGHT -   227.029 (meters)      744.84  (feet) ADJUSTED
 DF9459  ______________________________________________________________________
 DF9459  GEOID HEIGHT    -        -34.428 (meters)                     GEOID18
 DF9459  DYNAMIC HEIGHT  -        226.957 (meters)      744.61  (feet) COMP
 DF9459  MODELED GRAVITY -    980,297.6   (mgal)                       NAVD 88
 DF9459
 DF9459  VERT ORDER      -  SECOND    CLASS I
 DF9459
 DF9459.The horizontal coordinates were established by autonomous hand held GPS
 DF9459.observations and have an estimated accuracy of +/- 10 meters.
 DF9459
 DF9459.The orthometric height was determined by differential leveling and
 DF9459.adjusted by the WI DEPT OF TRANSP
 DF9459.in May 2012.
 DF9459
 DF9459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9459.GEOID18 height accuracy estimate available here.
 DF9459
 DF9459.Click photographs - Photos may exist for this station.
 DF9459
 DF9459.The dynamic height is computed by dividing the NAVD 88
 DF9459.geopotential number by the normal gravity value computed on the
 DF9459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9459.degrees latitude (g = 980.6199 gals.).
 DF9459
 DF9459.The modeled gravity was interpolated from observed gravity values.
 DF9459
 DF9459;                    North         East    Units  Estimated Accuracy
 DF9459;SPC WI S     -    61,099.      752,549.      MT  (+/- 10 meters HH2 GPS)
 DF9459
 DF9459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0613009778(NAD 83)
 DF9459
 DF9459                          SUPERSEDED SURVEY CONTROL
 DF9459
 DF9459  NAVD 88 (04/20/07)  227.001  (m)          744.75   (f) SUPERSEDED  2 1
 DF9459  NAVD 88 (02/25/04)  227.023  (m)          744.82   (f) SUPERSEDED  2 1
 DF9459
 DF9459.Superseded values are not recommended for survey control.
 DF9459
 DF9459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9459.See file dsdata.pdf to determine how the superseded data were derived.
 DF9459
 DF9459_MARKER: DD = SURVEY DISK
 DF9459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9459_STAMPING: 1K13 2002
 DF9459_MARK LOGO: WIDT
 DF9459_PROJECTION: FLUSH
 DF9459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9459+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 DF9459
 DF9459  HISTORY     - Date     Condition        Report By
 DF9459  HISTORY     - 2001     MONUMENTED       WIDT
 DF9459  HISTORY     - 20060725 GOOD             WIDT
 DF9459
 DF9459                          STATION DESCRIPTION
 DF9459
 DF9459'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9459'THE STATION IS LOCATED ABOUT 23 KM WEST-SOUTHWEST OF KENOSHA, 5 KM
 DF9459'SOUTHWEST OF SALEM, AND 4 KM SOUTHEAST OF SILVER LAKE.
 DF9459'OWNERSHIP--TOWN OF SALEM. TO REACH THE STATION FROM THE JUNCTION OF
 DF9459'STATE HIGHWAY 50 WITH STATE HIGHWAY 75 NORTH AND STATE HIGHWAY 83
 DF9459'SOUTH ABOUT 24 KM WEST OF THE CITY OF KENOSHA, GO SOUTH ON STATE
 DF9459'HIGHWAY 83 SOUTH FOR 2.5 KM TO 89TH STREET, TURN RIGHT AND GO WEST ON
 DF9459'89TH STREET FOR 2.4 KM TO COUNTY HIGHWAY AH (CAMP LAKE ROAD), TURN
 DF9459'LEFT AND GO SOUTH ON COUNTY HIGHWAY AH (CAMP LAKE ROAD) FOR 1.3 KM TO
 DF9459'286TH STREET ON THE LEFT, TURN LEFT AND GO SOUTHEAST ON 286TH STREET
 DF9459'FOR 0.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9459'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9459'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9459'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9459'IS 7.2 M SOUTH-SOUTHWEST OF THE CENTERLINE OF CAMP LAKE ROAD, 22.3 M
 DF9459'SOUTHWEST OF A --SPEED LIMIT 35-- SIGN, 16.6 M NORTHEAST OF THE
 DF9459'NORTHERN RAIL OF THE RAILROAD TRACKS, AND 15.4 M SOUTHWEST OF POWER
 DF9459'POLE --E59-10279 40-4 2263--. ---NOTE---THE STATION IS 1.0 M
 DF9459'NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION
 DF9459'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 DF9459'THE HORIZON.
 DF9459
 DF9459                          STATION RECOVERY (2006)
 DF9459
 DF9459'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9459'RECOVERED IN GOOD CONDITION.  ADD-- TO REACH THE STATION FROM THE
 DF9459'JUNCTION OF COUNTY HIGHWAY AH WITH COUNTY HIGHWAY SA (CAMP LAKE ROAD)
 DF9459'AT A RAILROAD CROSSING IN THE COMMUNITY OF CAMP LAKE, GO
 DF9459'EAST-SOUTHEAST ON COUNTY HIGHWAY SA (CAMP LAKE ROAD) FOR APPROXIMATELY
 DF9459'80 M TO THE STATION ON THE RIGHT.
 DF9459'THE STATION IS 7.1 M SOUTH-SOUTHWEST OF THE CENTERLINE AND 3.7 M
 DF9459'SOUTH-SOUTHWEST OF THE EDGE OF PAVEMENT OF COUNTY HIGHWAY SA (CAMP
 DF9459'LAKE ROAD), 38.2 M WEST-NORTHWEST OF THE EXTENDED CENTERLINE OF 274TH
 DF9459'AVENUE, 33.2 M WEST-NORTHWEST OF A --SPEED LIMIT 35-- WOOD SIGN POST,
 DF9459'26.7 M SOUTHEAST OF A CIRCULAR --RAILROAD CROSSING-- WOOD SIGN POST,
 DF9459'20.8 M NORTHWEST OF A RAILROAD --NO TRESPASSING-- SIGN POST,
 DF9459'15.2 M SOUTHWEST OF POWER POLE --E59-10279--, 15.1 M WEST-NORTHWEST OF
 DF9459'THE EXTENDED CENTERLINE OF THE EAST PRIVATE ENTRANCE AND 14.8 M
 DF9459'EAST-SOUTHEAST OF THE EXTENDED CENTERLINE OF THE WEST PRIVATE ENTRANCE
 DF9459'TO --27410--, AND 1.0 M NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DF9459'---NOTE1--- THE MONUMENT IS RECESSED 11 CM BELOW GROUND LEVEL.
 DF9459'---NOTE2--- THE --SPEED LIMIT 35-- SIGN POST IN THE 2001 DESCRIPTION
 DF9459'WAS MOVED IN 2006.  ---NOTE3--- VISIBLE OBSTRUCTIONS AT THIS STATION
 DF9459'ARE TREES IN THE NORTH QUADRANTS EXTENDING TO 50 DEGREES AND TREES IN
 DF9459'THE SOUTH QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9458 ***********************************************************************
 DF9458  DESIGNATION -  1K14
 DF9458  PID         -  DF9458
 DF9458  STATE/COUNTY-  WI/KENOSHA
 DF9458  COUNTRY     -  US
 DF9458  USGS QUAD   -  SILVER LAKE (2018)
 DF9458
 DF9458                         *CURRENT SURVEY CONTROL
 DF9458  ______________________________________________________________________
 DF9458* NAD 83(1986) POSITION- 42 31 34.93   (N) 088 07 31.18   (W)   HD_HELD1
 DF9458* NAVD 88 ORTHO HEIGHT -   239.029 (meters)      784.21  (feet) ADJUSTED
 DF9458  ______________________________________________________________________
 DF9458  GEOID HEIGHT    -        -34.436 (meters)                     GEOID18
 DF9458  DYNAMIC HEIGHT  -        238.952 (meters)      783.96  (feet) COMP
 DF9458  MODELED GRAVITY -    980,296.5   (mgal)                       NAVD 88
 DF9458
 DF9458  VERT ORDER      -  SECOND    CLASS I
 DF9458
 DF9458.The horizontal coordinates were determined by differentially corrected
 DF9458.hand held GPS observations or other comparable positioning techniques
 DF9458.and have an estimated accuracy of +/- 3 meters.
 DF9458
 DF9458.The orthometric height was determined by differential leveling and
 DF9458.adjusted by the WI DEPT OF TRANSP
 DF9458.in May 2012.
 DF9458
 DF9458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9458.GEOID18 height accuracy estimate available here.
 DF9458
 DF9458.Click photographs - Photos may exist for this station.
 DF9458
 DF9458.The dynamic height is computed by dividing the NAVD 88
 DF9458.geopotential number by the normal gravity value computed on the
 DF9458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9458.degrees latitude (g = 980.6199 gals.).
 DF9458
 DF9458.The modeled gravity was interpolated from observed gravity values.
 DF9458
 DF9458;                    North         East    Units  Estimated Accuracy
 DF9458;SPC WI S     -    60,207.4     754,025.9     MT  (+/- 3 meters HH1 GPS) 
 DF9458
 DF9458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0757408834(NAD 83)
 DF9458
 DF9458                          SUPERSEDED SURVEY CONTROL
 DF9458
 DF9458  NAVD 88 (04/20/07)  239.000  (m)          784.12   (f) SUPERSEDED  2 1
 DF9458  NAVD 88 (02/25/04)  239.022  (m)          784.19   (f) SUPERSEDED  2 1
 DF9458
 DF9458.Superseded values are not recommended for survey control.
 DF9458
 DF9458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9458.See file dsdata.pdf to determine how the superseded data were derived.
 DF9458
 DF9458_MARKER: DD = SURVEY DISK
 DF9458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9458_STAMPING: 1K14 2002
 DF9458_MARK LOGO: WIDT
 DF9458_PROJECTION: FLUSH
 DF9458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9458+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 DF9458
 DF9458  HISTORY     - Date     Condition        Report By
 DF9458  HISTORY     - 2001     MONUMENTED       WIDT
 DF9458  HISTORY     - 20060719 GOOD             WIDT
 DF9458
 DF9458                          STATION DESCRIPTION
 DF9458
 DF9458'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9458'THE STATION IS LOCATED ABOUT 26 KM SOUTHWEST OF KENOSHA, 21 KM
 DF9458'SOUTHEAST OF BURLINGTON, AND 3 KM SOUTH OF SALEM.  OWNERSHIP--KENOSHA
 DF9458'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50
 DF9458'WITH STATE HIGHWAY 75 NORTH AND STATE HIGHWAY 83 SOUTH ABOUT 24 KM
 DF9458'WEST OF THE CITY OF KENOSHA, GO SOUTH ON STATE HIGHWAY 83 SOUTH FOR
 DF9458'4.7 KM TO COUNTY HIGHWAY SA ON THE RIGHT, TURN RIGHT AND GO WEST ON
 DF9458'COUNTY HIGHWAY SA FOR 1.4 KM TO 250TH AVENUE (STORY ROAD), CONTINUE
 DF9458'WEST ON COUNTY HIGHWAY SA FOR 0.6 KM TO THE STATION ON THE LEFT. THE
 DF9458'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRASPORTATION GEODETIC
 DF9458'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9458'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE
 DF9458'HIGHWAY PAVEMENT. THE STATION IS 6.3 M SOUTH OF THE CENTERLINE OF
 DF9458'COUNTY HIGHWAY SA, 13.9 M EAST OF WOOD POST FOR --END 45 MPH SPEED--
 DF9458'SIGN, 11 M WEST OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DF9458'--GREENHILL 26114--, AND 3 M NORTH OF WOVEN WIRE FENCE.
 DF9458'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DF9458'TREES TO THE EAST AND WEST.
 DF9458
 DF9458                          STATION RECOVERY (2006)
 DF9458
 DF9458'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9458'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.12 MILE EAST OF
 DF9458'264TH AVENUE, 20.0 M SOUTHWEST OF A --SPEED LIMIT 45-- WOOD SIGN POST,
 DF9458'16.7 M SOUTHWEST OF POWER POLE --71-14466--, 13.9 M WEST (NOT EAST) OF
 DF9458'A WOOD POST FOR A --END 45 SPEED-- SIGN, 12.4 M EAST-NORTHEAST OF A
 DF9458'WOVEN FENCE WOOD CORNER POST, 11 M EAST (NOT WEST) OF THE EXTENDED
 DF9458'CENTERLINE OF PRIVATE ENTRANCE --26114--,
 DF9458'AND 1.0 M EAST AND 1.0 M WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9458'NOTE-- COUNTY HIGHWAY SA IS ALSO 103RD STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9455 ***********************************************************************
 DF9455  DESIGNATION -  1K16
 DF9455  PID         -  DF9455
 DF9455  STATE/COUNTY-  WI/KENOSHA
 DF9455  COUNTRY     -  US
 DF9455  USGS QUAD   -  PADDOCK LAKE (2018)
 DF9455
 DF9455                         *CURRENT SURVEY CONTROL
 DF9455  ______________________________________________________________________
 DF9455* NAD 83(1986) POSITION- 42 32 20.9    (N) 088 03 29.3    (W)   HD_HELD2
 DF9455* NAVD 88 ORTHO HEIGHT -   243.008 (meters)      797.27  (feet) ADJUSTED
 DF9455  ______________________________________________________________________
 DF9455  GEOID HEIGHT    -        -34.508 (meters)                     GEOID18
 DF9455  DYNAMIC HEIGHT  -        242.931 (meters)      797.02  (feet) COMP
 DF9455  MODELED GRAVITY -    980,299.2   (mgal)                       NAVD 88
 DF9455
 DF9455  VERT ORDER      -  SECOND    CLASS I
 DF9455
 DF9455.The horizontal coordinates were established by autonomous hand held GPS
 DF9455.observations and have an estimated accuracy of +/- 10 meters.
 DF9455
 DF9455.The orthometric height was determined by differential leveling and
 DF9455.adjusted by the WI DEPT OF TRANSP
 DF9455.in May 2012.
 DF9455
 DF9455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9455.GEOID18 height accuracy estimate available here.
 DF9455
 DF9455.Click photographs - Photos may exist for this station.
 DF9455
 DF9455.The dynamic height is computed by dividing the NAVD 88
 DF9455.geopotential number by the normal gravity value computed on the
 DF9455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9455.degrees latitude (g = 980.6199 gals.).
 DF9455
 DF9455.The modeled gravity was interpolated from observed gravity values.
 DF9455
 DF9455;                    North         East    Units  Estimated Accuracy
 DF9455;SPC WI S     -    61,752.      759,512.      MT  (+/- 10 meters HH2 GPS)
 DF9455
 DF9455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1311010181(NAD 83)
 DF9455
 DF9455                          SUPERSEDED SURVEY CONTROL
 DF9455
 DF9455  NAVD 88 (04/20/07)  242.980  (m)          797.18   (f) SUPERSEDED  2 1
 DF9455  NAVD 88 (02/25/04)  243.002  (m)          797.25   (f) SUPERSEDED  2 1
 DF9455
 DF9455.Superseded values are not recommended for survey control.
 DF9455
 DF9455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9455.See file dsdata.pdf to determine how the superseded data were derived.
 DF9455
 DF9455_MARKER: DD = SURVEY DISK
 DF9455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9455_STAMPING: 1K16 2002
 DF9455_MARK LOGO: WIDT
 DF9455_PROJECTION: FLUSH
 DF9455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9455+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2015
 DF9455
 DF9455  HISTORY     - Date     Condition        Report By
 DF9455  HISTORY     - 2001     MONUMENTED       WIDT
 DF9455  HISTORY     - 20060725 GOOD             WIDT
 DF9455  HISTORY     - 20150401 GOOD             AMESC
 DF9455
 DF9455                          STATION DESCRIPTION
 DF9455
 DF9455'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9455'THE STATION IS LOCATED ABOUT 24 KM SOUTHEAST OF BURLINGTON, 20 KM
 DF9455'SOUTHWEST OF KENOSHA AND 16 KM SOUTH OF UNION GROVE.
 DF9455'OWNERSHIP--KENOSHA COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9455'US HIGHWAY 45 WITH STATE HIGHWAY 50 ABOUT 20 KM WEST OF THE CITY OF
 DF9455'KENOSHA, GO SOUTH ON US HIGHWAY 45 FOR 3.2 KM TO COUNTY HIGHWAY C,
 DF9455'TURN RIGHT AND GO WEST ON COUNTY HIGHWAY C FOR 0.6 KM TO THE STATION
 DF9455'ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9455'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9455'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9455'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 13.9 M SOUTH OF THE
 DF9455'CENTERLINE OF COUNTY HIGHWAY C, 45.0 M SOUTH EAST OF A POWER POLE
 DF9455'--99-13114--, 32.4 M WEST OF TELEPHONE PEDESTAL --1149--, AND 3 M
 DF9455'NORTH OF A CULTIVATED FIELD. ---NOTE---THE STATION IS NORTH,
 DF9455'SOUTHEAST AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9455'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9455'THAN 20 DEGREES ABOVE THE HORIZION.
 DF9455
 DF9455                          STATION RECOVERY (2006)
 DF9455
 DF9455'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9455'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 84.0 M WEST OF THE
 DF9455'CENTERLINE OF PRIVATE ENTRANCE --20525--, 60.5 M EAST OF A METAL
 DF9455'CULVERT, 35.0 M SOUTHWEST OF A --CURVES AHEAD-- SIGN POST, AND 0.7 M
 DF9455'NORTH, 0.7 M SOUTHWEST, AND 0.7 M SOUTHEAST OF THREE WHITE PLASTIC
 DF9455'WITNESS POSTS.
 DF9455
 DF9455                          STATION RECOVERY (2015)
 DF9455
 DF9455'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2015 (THH)
 DF9455'RECOVERED IN GOOD CONDITION.
 DF9455'
 DF9455'NOTE-ONLY ONE WITNESS POST REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9454 ***********************************************************************
 DF9454  DESIGNATION -  1K17
 DF9454  PID         -  DF9454
 DF9454  STATE/COUNTY-  WI/KENOSHA
 DF9454  COUNTRY     -  US
 DF9454  USGS QUAD   -  PADDOCK LAKE (2018)
 DF9454
 DF9454                         *CURRENT SURVEY CONTROL
 DF9454  ______________________________________________________________________
 DF9454* NAD 83(1986) POSITION- 42 32 28.28   (N) 088 01 49.17   (W)   HD_HELD1
 DF9454* NAVD 88 ORTHO HEIGHT -   235.894 (meters)      773.93  (feet) ADJUSTED
 DF9454  ______________________________________________________________________
 DF9454  GEOID HEIGHT    -        -34.536 (meters)                     GEOID18
 DF9454  DYNAMIC HEIGHT  -        235.820 (meters)      773.69  (feet) COMP
 DF9454  MODELED GRAVITY -    980,300.2   (mgal)                       NAVD 88
 DF9454
 DF9454  VERT ORDER      -  SECOND    CLASS I
 DF9454
 DF9454.The horizontal coordinates were determined by differentially corrected
 DF9454.hand held GPS observations or other comparable positioning techniques
 DF9454.and have an estimated accuracy of +/- 3 meters.
 DF9454
 DF9454.The orthometric height was determined by differential leveling and
 DF9454.adjusted by the WI DEPT OF TRANSP
 DF9454.in May 2012.
 DF9454
 DF9454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9454.GEOID18 height accuracy estimate available here.
 DF9454
 DF9454.Click photographs - Photos may exist for this station.
 DF9454
 DF9454.The dynamic height is computed by dividing the NAVD 88
 DF9454.geopotential number by the normal gravity value computed on the
 DF9454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9454.degrees latitude (g = 980.6199 gals.).
 DF9454
 DF9454.The modeled gravity was interpolated from observed gravity values.
 DF9454
 DF9454;                    North         East    Units  Estimated Accuracy
 DF9454;SPC WI S     -    62,033.1     761,791.2     MT  (+/- 3 meters HH1 GPS) 
 DF9454
 DF9454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1539710380(NAD 83)
 DF9454
 DF9454                          SUPERSEDED SURVEY CONTROL
 DF9454
 DF9454  NAVD 88 (04/20/07)  235.866  (m)          773.84   (f) SUPERSEDED  2 1
 DF9454  NAVD 88 (02/25/04)  235.888  (m)          773.91   (f) SUPERSEDED  2 1
 DF9454
 DF9454.Superseded values are not recommended for survey control.
 DF9454
 DF9454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9454.See file dsdata.pdf to determine how the superseded data were derived.
 DF9454
 DF9454_MARKER: DD = SURVEY DISK
 DF9454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9454_STAMPING: 1K17 2002
 DF9454_MARK LOGO: WIDT
 DF9454_PROJECTION: FLUSH
 DF9454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9454+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DF9454
 DF9454  HISTORY     - Date     Condition        Report By
 DF9454  HISTORY     - 2001     MONUMENTED       WIDT
 DF9454  HISTORY     - 20060724 GOOD             WIDT
 DF9454
 DF9454                          STATION DESCRIPTION
 DF9454
 DF9454'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9454'THE STATION IS LOCATED ABOUT 25 KM SOUTHEAST OF BURLINGTON, 18 KM
 DF9454'SOUTHWEST OF KENOSHA AND 16 KM SOUTH OF UNION GROVE.
 DF9454'OWNERSHIP--KENOSHA COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9454'US HIGHWAY 45 WITH STATE HIGHWAY 50 ABOUT 18 KM WEST OF THE CITY OF
 DF9454'KENOSHA, GO SOUTH ON US HIGHWAY 45 FOR 3.2 KM TO COUNTY HIGHWAY C,
 DF9454'TURN LEFT AND GO EAST ON COUNTY HIGHWAY C FOR 1.7 KM TO COUNTY
 DF9454'HIGHWAY D ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY D FOR
 DF9454'0.2 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9454'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9454'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9454'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 7.9 M EAST
 DF9454'OF THE CENTERLINE OF COUNTY HIGHWAY D, 23.0 M NORTHEAST OF TELEPHONE
 DF9454'POLE --1356 E59-16979-40-5 40K--, 13 M SOUTH OF THE CENTERLINE OF
 DF9454'PRIVATE ENTRANCE --9151--.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF9454'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DF9454'EXCEPT FOR A TREE TO THE SOUTHEAST EXTENDING TO 45 DEGREES.
 DF9454
 DF9454                          STATION RECOVERY (2006)
 DF9454
 DF9454'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9454'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 31.2 M NORTHEAST OF
 DF9454'THE TOP CENTER OF TELEPHONE PEDESTAL --2934--, 23.8 M NORTHEAST OF
 DF9454'POWER POLE --05-04927--, AND 17.7 M NORTH OF POWER POLE --05-05847--
 DF9454'WITH ONE GUY WIRE AND WIRES OVER THE HIGHWAY.
 DF9454'NOTE1-- COUNTY HIGHWAY D IS ALSO 184TH AVENUE.  NOTE2-- VISIBLE
 DF9454'OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTHEAST EXTENDING TO
 DF9454'45 DEGREES, A TREE TO THE NORTH EXTENDING TO 40 DEGREES, AND A TREE TO
 DF9454'THE WEST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9496 ***********************************************************************
 DF9496  DESIGNATION -  1K65
 DF9496  PID         -  DF9496
 DF9496  STATE/COUNTY-  WI/WALWORTH
 DF9496  COUNTRY     -  US
 DF9496  USGS QUAD   -  SPRINGFIELD (2018)
 DF9496
 DF9496                         *CURRENT SURVEY CONTROL
 DF9496  ______________________________________________________________________
 DF9496* NAD 83(1986) POSITION- 42 39 45.54   (N) 088 29 24.79   (W)   HD_HELD1
 DF9496* NAVD 88 ORTHO HEIGHT -   315.890 (meters)     1036.38  (feet) ADJUSTED
 DF9496  ______________________________________________________________________
 DF9496  GEOID HEIGHT    -        -34.115 (meters)                     GEOID18
 DF9496  DYNAMIC HEIGHT  -        315.797 (meters)     1036.08  (feet) COMP
 DF9496  MODELED GRAVITY -    980,318.4   (mgal)                       NAVD 88
 DF9496
 DF9496  VERT ORDER      -  SECOND    CLASS I
 DF9496
 DF9496.The horizontal coordinates were determined by differentially corrected
 DF9496.hand held GPS observations or other comparable positioning techniques
 DF9496.and have an estimated accuracy of +/- 3 meters.
 DF9496
 DF9496.The orthometric height was determined by differential leveling and
 DF9496.adjusted by the WI DEPT OF TRANSP
 DF9496.in May 2012.
 DF9496
 DF9496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9496.GEOID18 height accuracy estimate available here.
 DF9496
 DF9496.Click photographs - Photos may exist for this station.
 DF9496
 DF9496.The dynamic height is computed by dividing the NAVD 88
 DF9496.geopotential number by the normal gravity value computed on the
 DF9496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9496.degrees latitude (g = 980.6199 gals.).
 DF9496
 DF9496.The modeled gravity was interpolated from observed gravity values.
 DF9496
 DF9496;                    North         East    Units  Estimated Accuracy
 DF9496;SPC WI S     -    74,735.7     723,775.4     MT  (+/- 3 meters HH1 GPS) 
 DF9496
 DF9496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7787124430(NAD 83)
 DF9496
 DF9496                          SUPERSEDED SURVEY CONTROL
 DF9496
 DF9496  NAVD 88 (04/20/07)  315.864  (m)         1036.30   (f) SUPERSEDED  2 1
 DF9496  NAVD 88 (02/25/04)  315.872  (m)         1036.32   (f) SUPERSEDED  2 1
 DF9496
 DF9496.Superseded values are not recommended for survey control.
 DF9496
 DF9496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9496.See file dsdata.pdf to determine how the superseded data were derived.
 DF9496
 DF9496_MARKER: DD = SURVEY DISK
 DF9496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9496_STAMPING: 1K65 2002
 DF9496_MARK LOGO: WIDT
 DF9496_PROJECTION: FLUSH
 DF9496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9496+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DF9496
 DF9496  HISTORY     - Date     Condition        Report By
 DF9496  HISTORY     - 2001     MONUMENTED       WIDT
 DF9496  HISTORY     - 20060807 GOOD             WIDT
 DF9496
 DF9496                          STATION DESCRIPTION
 DF9496
 DF9496'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9496'THE STATION IS LOCATED ABOUT 18 KM WEST OF BURLINGTON, 9 KM NORTHWEST
 DF9496'OF LAKE GENEVA, AND 4 KM SOUTHEAST OF ELKHORN.  OWNERSHIP--WALWORTH
 DF9496'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DF9496'43 WITH US HIGHWAY 12 ABOUT 2 KM EAST OF THE CITY OF ELKHORN, GO
 DF9496'SOUTH ON US HIGHWAY 12 FOR 1.3 KM TO COUNTY HIGHWAY NN, TURN LEFT AND
 DF9496'GO EAST ON COUNTY HIGHWAY NN FOR 2.4 KM TO HEALY DRIVE ON THE RIGHT,
 DF9496'CONTINUE EAST ON COUNTY HIGHWAY NN FOR 0.3 KM TO THE STATION ON THE
 DF9496'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9496'GEODETIC SURVEY CONTROL STATION DISK SET IN TOP OF A 41-CM DIAMETER
 DF9496'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9496'HIGHWAY PAVEMENT. THE STATION IS 11.3 M NORTH OF THE CENTERLINE OF
 DF9496'COUNTY HIGHWAY NN, 62.3 M EAST OF A LIGHT POLE, 38.1 M WEST OF A
 DF9496'GREEN ELECTRICAL HIGH VOLTAGE BOX, 20 M EAST OF A FIELD ENTRANCE, AND
 DF9496'2 M SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH,
 DF9496'EAST AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9496'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9496'ABOVE THE HORIZON.
 DF9496
 DF9496                          STATION RECOVERY (2006)
 DF9496
 DF9496'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9496'RECOVERED IN GOOD CONDITION.  NOTE-- THE CULTIVATED FIELD IN THE 2001
 DF9496'DESCRIPTION IS NOW THE FRONT LAWN OF THE LAKELAND HEALTH CARE CENTER.
 DF9496'
 DF9496'ADD-- THE STATION IS IN THE FRONT LAWN OF THE LAKELAND HEALTH CARE
 DF9496'CENTER, 0.21 MILE EAST OF HEALY DRIVE, 63.3 M EAST OF THE CENTERLINE
 DF9496'OF THE MAIN ENTRANCE TO THE HEALTH CARE CENTER AND EAST OF THE
 DF9496'EXTENDED CENTERLINE OF THE EAST ENTRANCE TO THE WALWORTH COUNTY ANNEX
 DF9496'EAST BUILDINGS, 41.1 M WEST OF THE TOP CENTER OF TELEPHONE PEDESTAL
 DF9496'--3B2E 4B 06-01--, 39.1 M WEST OF THE TOP CENTER OF GREEN ELECTRICAL
 DF9496'BOX --U534--,
 DF9496'32.8 M SOUTHWEST OF A METAL LIGHT POLE ALONG THE EAST ENTRANCE TO THE
 DF9496'HEALTH CARE CENTER, 32.7 M WEST OF THE CENTERLINE OF THE EAST ENTRANCE
 DF9496'TO THE HEALTH CARE CENTER AND WEST OF THE EXTENDED CENTERLINE OF A
 DF9496'DEAD END ROAD SOUTH, AND 0.4 M SOUTH, 0.8 M EAST, AND 0.8 M WEST OF
 DF9496'THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9495 ***********************************************************************
 DF9495  DESIGNATION -  1K66
 DF9495  PID         -  DF9495
 DF9495  STATE/COUNTY-  WI/WALWORTH
 DF9495  COUNTRY     -  US
 DF9495  USGS QUAD   -  SPRINGFIELD (2018)
 DF9495
 DF9495                         *CURRENT SURVEY CONTROL
 DF9495  ______________________________________________________________________
 DF9495* NAD 83(1986) POSITION- 42 39 31.74   (N) 088 27 35.89   (W)   HD_HELD1
 DF9495* NAVD 88 ORTHO HEIGHT -   304.647 (meters)      999.50  (feet) ADJUSTED
 DF9495  ______________________________________________________________________
 DF9495  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 DF9495  DYNAMIC HEIGHT  -        304.557 (meters)      999.20  (feet) COMP
 DF9495  MODELED GRAVITY -    980,317.2   (mgal)                       NAVD 88
 DF9495
 DF9495  VERT ORDER      -  SECOND    CLASS I
 DF9495
 DF9495.The horizontal coordinates were determined by differentially corrected
 DF9495.hand held GPS observations or other comparable positioning techniques
 DF9495.and have an estimated accuracy of +/- 3 meters.
 DF9495
 DF9495.The orthometric height was determined by differential leveling and
 DF9495.adjusted by the WI DEPT OF TRANSP
 DF9495.in May 2012.
 DF9495
 DF9495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9495.GEOID18 height accuracy estimate available here.
 DF9495
 DF9495.Click photographs - Photos may exist for this station.
 DF9495
 DF9495.The dynamic height is computed by dividing the NAVD 88
 DF9495.geopotential number by the normal gravity value computed on the
 DF9495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9495.degrees latitude (g = 980.6199 gals.).
 DF9495
 DF9495.The modeled gravity was interpolated from observed gravity values.
 DF9495
 DF9495;                    North         East    Units  Estimated Accuracy
 DF9495;SPC WI S     -    74,355.3     726,263.0     MT  (+/- 3 meters HH1 GPS) 
 DF9495
 DF9495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8034223961(NAD 83)
 DF9495
 DF9495                          SUPERSEDED SURVEY CONTROL
 DF9495
 DF9495  NAVD 88 (04/20/07)  304.621  (m)          999.41   (f) SUPERSEDED  2 1
 DF9495  NAVD 88 (02/25/04)  304.630  (m)          999.44   (f) SUPERSEDED  2 1
 DF9495
 DF9495.Superseded values are not recommended for survey control.
 DF9495
 DF9495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9495.See file dsdata.pdf to determine how the superseded data were derived.
 DF9495
 DF9495_MARKER: DD = SURVEY DISK
 DF9495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9495_STAMPING: 1K66 2002
 DF9495_MARK LOGO: WIDT
 DF9495_PROJECTION: FLUSH
 DF9495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9495+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DF9495
 DF9495  HISTORY     - Date     Condition        Report By
 DF9495  HISTORY     - 2001     MONUMENTED       WIDT
 DF9495  HISTORY     - 20060807 GOOD             WIDT
 DF9495
 DF9495                          STATION DESCRIPTION
 DF9495
 DF9495'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9495'THE STATION IS LOCATED ABOUT 15 KM WEST OF BURLINGTON, 8 KM NORTHWEST
 DF9495'OF LAKE GENEVA, AND 7 KM EAST-SOUTHEAST OF ELKHORN.  OWNERSHIP--TOWN
 DF9495'OF GENEVA. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 36
 DF9495'WITH STATE HIGHWAY 120 ABOUT 12 KM SOUTHWEST OF THE CITY OF
 DF9495'BURLINGTON, GO NORTH ON STATE HIGHWAY 120 FOR 1.6 KM TO HOSPITAL
 DF9495'ROAD, TURN LEFT AND GO WEST ON HOSPITAL ROAD FOR 2.3 KM TO BOWERS
 DF9495'ROAD, TURN RIGHT AND GO NORTH ON BOWERS ROAD FOR 0.3 KM TO WEAVER
 DF9495'ROAD ON THE LEFT, TURN LEFT AND GO WEST ON WEAVER ROAD FOR 1.4 KM TO
 DF9495'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9495'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9495'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.2 M
 DF9495'AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 8.6 M NORTH OF
 DF9495'THE CENTERLINE OF WEAVER ROAD, 280 M EAST OF PRIVATE ENTRANCE
 DF9495'--W3318--, 49.9 M EAST OF YELLOW GAS PIPELINE WARNING POST, 34 M WEST
 DF9495'OF CENTERLINE OF A FIELD ENTRANCE, 32.1 M WEST-NORTHWEST OF POWER
 DF9495'POLE --00-14696--, AND 2 M SOUTH OF CULTIVATED FIELD.  ---NOTE---THE
 DF9495'STATION IS SOUTH, NORTHEAST AND NORTHWEST OF THREE WHITE PLASTIC
 DF9495'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9495'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9495
 DF9495                          STATION RECOVERY (2006)
 DF9495
 DF9495'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9495'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.21 MILE WEST OF
 DF9495'COUNTY HIGHWAY NN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9494 ***********************************************************************
 DF9494  DESIGNATION -  1K67
 DF9494  PID         -  DF9494
 DF9494  STATE/COUNTY-  WI/WALWORTH
 DF9494  COUNTRY     -  US
 DF9494  USGS QUAD   -  SPRINGFIELD (2018)
 DF9494
 DF9494                         *CURRENT SURVEY CONTROL
 DF9494  ______________________________________________________________________
 DF9494* NAD 83(1986) POSITION- 42 39 17.60   (N) 088 25 39.29   (W)   HD_HELD1
 DF9494* NAVD 88 ORTHO HEIGHT -   292.242 (meters)      958.80  (feet) ADJUSTED
 DF9494  ______________________________________________________________________
 DF9494  GEOID HEIGHT    -        -34.191 (meters)                     GEOID18
 DF9494  DYNAMIC HEIGHT  -        292.156 (meters)      958.52  (feet) COMP
 DF9494  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 DF9494
 DF9494  VERT ORDER      -  SECOND    CLASS I
 DF9494
 DF9494.The horizontal coordinates were determined by differentially corrected
 DF9494.hand held GPS observations or other comparable positioning techniques
 DF9494.and have an estimated accuracy of +/- 3 meters.
 DF9494
 DF9494.The orthometric height was determined by differential leveling and
 DF9494.adjusted by the WI DEPT OF TRANSP
 DF9494.in May 2012.
 DF9494
 DF9494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9494.GEOID18 height accuracy estimate available here.
 DF9494
 DF9494.Click photographs - Photos may exist for this station.
 DF9494
 DF9494.The dynamic height is computed by dividing the NAVD 88
 DF9494.geopotential number by the normal gravity value computed on the
 DF9494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9494.degrees latitude (g = 980.6199 gals.).
 DF9494
 DF9494.The modeled gravity was interpolated from observed gravity values.
 DF9494
 DF9494;                    North         East    Units  Estimated Accuracy
 DF9494;SPC WI S     -    73,968.6     728,926.4     MT  (+/- 3 meters HH1 GPS) 
 DF9494
 DF9494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8299023479(NAD 83)
 DF9494
 DF9494                          SUPERSEDED SURVEY CONTROL
 DF9494
 DF9494  NAVD 88 (04/20/07)  292.217  (m)          958.72   (f) SUPERSEDED  2 1
 DF9494  NAVD 88 (02/25/04)  292.225  (m)          958.74   (f) SUPERSEDED  2 1
 DF9494
 DF9494.Superseded values are not recommended for survey control.
 DF9494
 DF9494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9494.See file dsdata.pdf to determine how the superseded data were derived.
 DF9494
 DF9494_MARKER: DD = SURVEY DISK
 DF9494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9494_STAMPING: 1K67 2002
 DF9494_MARK LOGO: WIDT
 DF9494_PROJECTION: FLUSH
 DF9494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9494+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2006
 DF9494
 DF9494  HISTORY     - Date     Condition        Report By
 DF9494  HISTORY     - 2001     MONUMENTED       WIDT
 DF9494  HISTORY     - 20060807 GOOD             WIDT
 DF9494  HISTORY     - 20061013 GOOD             JCLS
 DF9494
 DF9494                          STATION DESCRIPTION
 DF9494
 DF9494'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9494'THE STATION IS LOCATED ABOUT 13 KM WEST-SOUTHWEST OF BURLINGTON, 10
 DF9494'KM SOUTHEAST OF ELKHORN, AND 4 KM NORTH OF LAKE GENEVA.
 DF9494'OWNERSHIP--TOWN OF GENEVA. TO REACH THE STATION FROM THE JUNCTION OF
 DF9494'STATE HIGHWAY 36 WITH STATE HIGHWAY 120 ABOUT 12 KM SOUTHWEST OF THE
 DF9494'CITY OF BURLINGTON, GO NORTH ON STATE HIGHWAY 120 FOR 1.6 KM TO
 DF9494'HOSPITAL ROAD, TURN LEFT AND GO WEST ON HOSPITAL ROAD FOR 0.7 KM TO
 DF9494'WEEKS ROAD, CONTINUE WEST ON HOSPITAL ROAD FOR 0.4 KM TO THE STATION
 DF9494'ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9494'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9494'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9494'LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 11.2 M NORTH OF THE
 DF9494'CENTERLINE OF HOSPITAL ROAD, 47.5 M EAST-NORTHEAST OF POWER POLE
 DF9494'--94-09664  40-4--, 43.2 M EAST OF TELEPHONE PEDESTAL --341E  ID
 DF9494'2-1--, 37 M WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DF9494'--2566--, AND 1 M SOUTH OF CULTIVATED FIELD. ---NOTE---THE STATION IS
 DF9494'EAST, WEST AND NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9494'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9494'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9494
 DF9494                          STATION RECOVERY (2006)
 DF9494
 DF9494'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9494'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 37 M WEST OF THE
 DF9494'CENTERLINE (NOT EXTENDED CENTERLINE) OF PRIVATE ENTRANCE --2566--,
 DF9494'20.4 M NORTH-NORTHEAST OF A YELLOW --CAUTION GAS PIPELINE-- CYLINDER,
 DF9494'AND 0.4 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE
 DF9494'PLASTIC WITNESS POSTS.
 DF9494
 DF9494                          STATION RECOVERY (2006)
 DF9494
 DF9494'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 DF9494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9493 ***********************************************************************
 DF9493  DESIGNATION -  1K68
 DF9493  PID         -  DF9493
 DF9493  STATE/COUNTY-  WI/WALWORTH
 DF9493  COUNTRY     -  US
 DF9493  USGS QUAD   -  SPRINGFIELD (2018)
 DF9493
 DF9493                         *CURRENT SURVEY CONTROL
 DF9493  ______________________________________________________________________
 DF9493* NAD 83(1986) POSITION- 42 39 17.31   (N) 088 23 38.14   (W)   HD_HELD1
 DF9493* NAVD 88 ORTHO HEIGHT -   264.135 (meters)      866.58  (feet) ADJUSTED
 DF9493  ______________________________________________________________________
 DF9493  GEOID HEIGHT    -        -34.236 (meters)                     GEOID18
 DF9493  DYNAMIC HEIGHT  -        264.056 (meters)      866.32  (feet) COMP
 DF9493  MODELED GRAVITY -    980,315.6   (mgal)                       NAVD 88
 DF9493
 DF9493  VERT ORDER      -  SECOND    CLASS I
 DF9493
 DF9493.The horizontal coordinates were determined by differentially corrected
 DF9493.hand held GPS observations or other comparable positioning techniques
 DF9493.and have an estimated accuracy of +/- 3 meters.
 DF9493
 DF9493.The orthometric height was determined by differential leveling and
 DF9493.adjusted by the WI DEPT OF TRANSP
 DF9493.in May 2012.
 DF9493
 DF9493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9493.GEOID18 height accuracy estimate available here.
 DF9493
 DF9493.Click photographs - Photos may exist for this station.
 DF9493
 DF9493.The dynamic height is computed by dividing the NAVD 88
 DF9493.geopotential number by the normal gravity value computed on the
 DF9493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9493.degrees latitude (g = 980.6199 gals.).
 DF9493
 DF9493.The modeled gravity was interpolated from observed gravity values.
 DF9493
 DF9493;                    North         East    Units  Estimated Accuracy
 DF9493;SPC WI S     -    74,012.2     731,685.5     MT  (+/- 3 meters HH1 GPS) 
 DF9493
 DF9493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8574823424(NAD 83)
 DF9493
 DF9493                          SUPERSEDED SURVEY CONTROL
 DF9493
 DF9493  NAVD 88 (04/20/07)  264.109  (m)          866.50   (f) SUPERSEDED  2 1
 DF9493  NAVD 88 (02/25/04)  264.118  (m)          866.53   (f) SUPERSEDED  2 1
 DF9493
 DF9493.Superseded values are not recommended for survey control.
 DF9493
 DF9493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9493.See file dsdata.pdf to determine how the superseded data were derived.
 DF9493
 DF9493_MARKER: DD = SURVEY DISK
 DF9493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9493_STAMPING: 1K68 2002
 DF9493_MARK LOGO: WIDT
 DF9493_PROJECTION: FLUSH
 DF9493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9493+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DF9493
 DF9493  HISTORY     - Date     Condition        Report By
 DF9493  HISTORY     - 2001     MONUMENTED       WIDT
 DF9493  HISTORY     - 20060807 GOOD             WIDT
 DF9493
 DF9493                          STATION DESCRIPTION
 DF9493
 DF9493'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9493'THE STATION IS LOCATED ABOUT 12 KM SOUTHEAST OF ELKHORN, 10 KM
 DF9493'SOUTHWEST OF BURLINGTON, AND 8 KM NORTH-NORTHEAST OF LAKE GENEVA.
 DF9493'OWNERSHIP--TOWN OF LYONS. TO REACH THE STATION FROM THE JUNCTION OF
 DF9493'STATE HIGHWAY 36 WITH STATE HIGHWAY 120 ABOUT 12 KM SOUTHWEST OF THE
 DF9493'CITY OF BURLINGTON, GO NORTH ON STATE HIGHWAY 120 FOR 1.6 KM TO
 DF9493'HOSPITAL ROAD, TURN RIGHT AND GO EAST ON HOSPITAL ROAD FOR 1.4 KM TO
 DF9493'BROOK ROAD ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS A
 DF9493'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9493'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9493'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9493'IS 7.4 M EAST OF THE CENTERLINE OF BROOK ROAD, 44.2 M NORTH OF
 DF9493'CENTERLINE OF HOSPITAL ROAD, 31.5 M NORTHWEST OF POWER POLE
 DF9493'--00-13208 5/40--, AND 30.9 M NORTHEAST OF WOOD POST FOR A --T
 DF9493'INTERSECTION-- SIGN.  ---NOTE---THE STATION IS NORTHEAST, SOUTHEAST
 DF9493'AND WEST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9493'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9493'ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE SOUTHWEST EXTENDING
 DF9493'TO 30 DEGREES.
 DF9493
 DF9493                          STATION RECOVERY (2006)
 DF9493
 DF9493'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9493'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 7.7 M EAST OF THE
 DF9493'CENTERLINE OF BROOK ROAD, 24.1 M (NOT 44.2 M) NORTH OF THE CENTERLINE
 DF9493'OF HOSPITAL ROAD, 30.9 M NORTH-NORTHEAST OF A --DOUBLE ARROW-- WOOD
 DF9493'SIGN POST, 16.3 M NORTH OF A YELLOW --CAUTION GAS PIPELINE-- CYLINDER,
 DF9493'15.3 M NORTHEAST OF A --STOP-- WOOD SIGN POST, AND 0.5 M WEST, 1.0 M
 DF9493'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9493'NOTE-- TWO LARGE CHUNKS OF CONCRETE HAVE BEEN REMOVED FROM THE
 DF9493'SOUTHEAST AND NORTHEAST EDGES OF THE CONCRETE POST APPARENTLY BY
 DF9493'MOWING OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9491 ***********************************************************************
 DF9491  DESIGNATION -  1K69
 DF9491  PID         -  DF9491
 DF9491  STATE/COUNTY-  WI/WALWORTH
 DF9491  COUNTRY     -  US
 DF9491  USGS QUAD   -  BURLINGTON (2018)
 DF9491
 DF9491                         *CURRENT SURVEY CONTROL
 DF9491  ______________________________________________________________________
 DF9491* NAD 83(1986) POSITION- 42 39 39.63   (N) 088 20 13.78   (W)   HD_HELD1
 DF9491* NAVD 88 ORTHO HEIGHT -   236.281 (meters)      775.20  (feet) ADJUSTED
 DF9491  ______________________________________________________________________
 DF9491  GEOID HEIGHT    -        -34.313 (meters)                     GEOID18
 DF9491  DYNAMIC HEIGHT  -        236.210 (meters)      774.97  (feet) COMP
 DF9491  MODELED GRAVITY -    980,315.8   (mgal)                       NAVD 88
 DF9491
 DF9491  VERT ORDER      -  SECOND    CLASS I
 DF9491
 DF9491.The horizontal coordinates were determined by differentially corrected
 DF9491.hand held GPS observations or other comparable positioning techniques
 DF9491.and have an estimated accuracy of +/- 3 meters.
 DF9491
 DF9491.The orthometric height was determined by differential leveling and
 DF9491.adjusted by the WI DEPT OF TRANSP
 DF9491.in May 2012.
 DF9491
 DF9491.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9491.GEOID18 height accuracy estimate available here.
 DF9491
 DF9491.Click photographs - Photos may exist for this station.
 DF9491
 DF9491.The dynamic height is computed by dividing the NAVD 88
 DF9491.geopotential number by the normal gravity value computed on the
 DF9491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9491.degrees latitude (g = 980.6199 gals.).
 DF9491
 DF9491.The modeled gravity was interpolated from observed gravity values.
 DF9491
 DF9491;                    North         East    Units  Estimated Accuracy
 DF9491;SPC WI S     -    74,792.0     736,325.6     MT  (+/- 3 meters HH1 GPS) 
 DF9491
 DF9491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9041224038(NAD 83)
 DF9491
 DF9491                          SUPERSEDED SURVEY CONTROL
 DF9491
 DF9491  NAVD 88 (04/20/07)  236.255  (m)          775.11   (f) SUPERSEDED  2 1
 DF9491  NAVD 88 (02/25/04)  236.265  (m)          775.15   (f) SUPERSEDED  2 1
 DF9491
 DF9491.Superseded values are not recommended for survey control.
 DF9491
 DF9491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9491.See file dsdata.pdf to determine how the superseded data were derived.
 DF9491
 DF9491_MARKER: DD = SURVEY DISK
 DF9491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9491_STAMPING: 1K69 2002
 DF9491_MARK LOGO: WIDT
 DF9491_PROJECTION: FLUSH
 DF9491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9491+STABILITY: SURFACE MOTION
 DF9491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9491+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DF9491
 DF9491  HISTORY     - Date     Condition        Report By
 DF9491  HISTORY     - 2001     MONUMENTED       WIDT
 DF9491  HISTORY     - 20060807 GOOD             WIDT
 DF9491
 DF9491                          STATION DESCRIPTION
 DF9491
 DF9491'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9491'THE STATION IS LOCATED ABOUT 17 KM EAST OF ELKHORN, 11 KM NORTHEAST
 DF9491'OF LAKE GENEVA, AND 5 KM SOUTHWEST OF BURLINGTON.
 DF9491'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9491'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 36
 DF9491'AND STATE HIGHWAY 83 SOUTH IN THE CITY OF BURLINGTON, GO SOUTHWEST ON
 DF9491'STATE HIGHWAY 36 FOR 4.5 KM TO MANGOLD ROAD ON THE LEFT, CONTINUE
 DF9491'SOUTHWEST ON STATE HIGHWAY 36 FOR 1.0 KM TO THE STATION ON THE LEFT.
 DF9491'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9491'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9491'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 2 M BELOW
 DF9491'THE HIGHWAY PAVEMENT.  THE STATION IS 14.5 M SOUTH-SOUTHEAST OF THE
 DF9491'CENTERLINE OF STATE HIGHWAY 36, 90 M NORTHEAST OF A BILLBOARD
 DF9491'--RICHMOND MOTOR SALES--, 36.3 M SOUTH OF POWER POLE --86-05-500
 DF9491'40/5--, AND 2.6 M WEST OF METAL --R/W-- POST.  ---NOTE---THE STATION
 DF9491'IS NORTHEAST, NORTHWEST AND SOUTHEAST OF THREE WHITE PLASTIC WITNESS
 DF9491'POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9491'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9491
 DF9491                          STATION RECOVERY (2006)
 DF9491
 DF9491'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9491'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 93.5 M SOUTHWEST OF
 DF9491'THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --5616--, 24.5 M SOUTHEAST
 DF9491'OF A --NO PASSING ZONE-- WOOD SIGN POST, 11.8 M EAST OF THE NORTHEAST
 DF9491'END OF THE EAST METAL GUARD RAIL, AND 0.6 M SOUTHEAST, 1.0 M
 DF9491'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9490 ***********************************************************************
 DF9490  DESIGNATION -  1K70
 DF9490  PID         -  DF9490
 DF9490  STATE/COUNTY-  WI/RACINE
 DF9490  COUNTRY     -  US
 DF9490  USGS QUAD   -  BURLINGTON (2018)
 DF9490
 DF9490                         *CURRENT SURVEY CONTROL
 DF9490  ______________________________________________________________________
 DF9490* NAD 83(1986) POSITION- 42 40 15.40   (N) 088 18 19.20   (W)   HD_HELD1
 DF9490* NAVD 88 ORTHO HEIGHT -   238.028 (meters)      780.93  (feet) ADJUSTED
 DF9490  ______________________________________________________________________
 DF9490  GEOID HEIGHT    -        -34.359 (meters)                     GEOID18
 DF9490  DYNAMIC HEIGHT  -        237.957 (meters)      780.70  (feet) COMP
 DF9490  MODELED GRAVITY -    980,316.6   (mgal)                       NAVD 88
 DF9490
 DF9490  VERT ORDER      -  SECOND    CLASS I
 DF9490
 DF9490.The horizontal coordinates were determined by differentially corrected
 DF9490.hand held GPS observations or other comparable positioning techniques
 DF9490.and have an estimated accuracy of +/- 3 meters.
 DF9490
 DF9490.The orthometric height was determined by differential leveling and
 DF9490.adjusted by the WI DEPT OF TRANSP
 DF9490.in May 2012.
 DF9490
 DF9490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9490.GEOID18 height accuracy estimate available here.
 DF9490
 DF9490.Click photographs - Photos may exist for this station.
 DF9490
 DF9490.The dynamic height is computed by dividing the NAVD 88
 DF9490.geopotential number by the normal gravity value computed on the
 DF9490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9490.degrees latitude (g = 980.6199 gals.).
 DF9490
 DF9490.The modeled gravity was interpolated from observed gravity values.
 DF9490
 DF9490;                    North         East    Units  Estimated Accuracy
 DF9490;SPC WI S     -    75,948.1     738,912.1     MT  (+/- 3 meters HH1 GPS) 
 DF9490
 DF9490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9303725100(NAD 83)
 DF9490
 DF9490                          SUPERSEDED SURVEY CONTROL
 DF9490
 DF9490  NAVD 88 (04/20/07)  238.001  (m)          780.84   (f) SUPERSEDED  2 1
 DF9490  NAVD 88 (02/25/04)  238.013  (m)          780.88   (f) SUPERSEDED  2 1
 DF9490
 DF9490.Superseded values are not recommended for survey control.
 DF9490
 DF9490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9490.See file dsdata.pdf to determine how the superseded data were derived.
 DF9490
 DF9490_MARKER: DD = SURVEY DISK
 DF9490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9490_STAMPING: 1K70 2002
 DF9490_MARK LOGO: WIDT
 DF9490_PROJECTION: FLUSH
 DF9490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9490+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 DF9490
 DF9490  HISTORY     - Date     Condition        Report By
 DF9490  HISTORY     - 2001     MONUMENTED       WIDT
 DF9490  HISTORY     - 20060706 GOOD             WIDT
 DF9490  HISTORY     - 20070920 GOOD             WOOLPT
 DF9490
 DF9490                          STATION DESCRIPTION
 DF9490
 DF9490'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9490'THE STATION IS LOCATED ABOUT 19 KM EAST OF ELKHORN, 14 KM NORTHEAST
 DF9490'OF LAKE GENEVA, AND 3 KM SOUTHWEST OF BURLINGTON.
 DF9490'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9490'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 36
 DF9490'AND STATE HIGHWAY 83 SOUTH IN THE CITY BURLINGTON, GO SOUTHWEST ON
 DF9490'STATE HIGHWAY 36 FOR 2.6 KM TO MORMON ROAD ON THE RIGHT AND THE
 DF9490'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9490'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9490'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9490'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 15.8 M SOUTHEAST OF
 DF9490'THE CENTERLINE OF STATE HIGHWAY 36, 44.7 M NORTHEAST OF A METAL
 DF9490'--R/W-- POST, 39.1 M SOUTHWEST OF TELEPHONE PEDESTAL --5511--, 8 M
 DF9490'SOUTHWEST OF THE EXTENDED CENTERLINE OF MORMAN ROAD, AND 7 M
 DF9490'SOUTHWEST OF CENTERLINE OF FIELD ENTRANCE.  ---NOTE---THE STATION IS
 DF9490'SOUTH, EAST-NORTHEAST AND NORTHWEST OF THREE WHITE PLASTIC WITNESS
 DF9490'POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9490'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9490
 DF9490                          STATION RECOVERY (2006)
 DF9490
 DF9490'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9490'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M WEST, 1.0 M
 DF9490'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9490
 DF9490                          STATION RECOVERY (2007)
 DF9490
 DF9490'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (DJK)
 DF9490'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9501 ***********************************************************************
 DF9501  DESIGNATION -  1K71
 DF9501  PID         -  DF9501
 DF9501  STATE/COUNTY-  WI/RACINE
 DF9501  COUNTRY     -  US
 DF9501  USGS QUAD   -  BURLINGTON (2018)
 DF9501
 DF9501                         *CURRENT SURVEY CONTROL
 DF9501  ______________________________________________________________________
 DF9501* NAD 83(1986) POSITION- 42 40 17.76   (N) 088 15 42.96   (W)   HD_HELD1
 DF9501* NAVD 88 ORTHO HEIGHT -   232.270 (meters)      762.04  (feet) ADJUSTED
 DF9501  ______________________________________________________________________
 DF9501  GEOID HEIGHT    -        -34.412 (meters)                     GEOID18
 DF9501  DYNAMIC HEIGHT  -        232.200 (meters)      761.81  (feet) COMP
 DF9501  MODELED GRAVITY -    980,316.1   (mgal)                       NAVD 88
 DF9501
 DF9501  VERT ORDER      -  SECOND    CLASS I
 DF9501
 DF9501.The horizontal coordinates were determined by differentially corrected
 DF9501.hand held GPS observations or other comparable positioning techniques
 DF9501.and have an estimated accuracy of +/- 3 meters.
 DF9501
 DF9501.The orthometric height was determined by differential leveling and
 DF9501.adjusted by the WI DEPT OF TRANSP
 DF9501.in May 2012.
 DF9501
 DF9501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9501.GEOID18 height accuracy estimate available here.
 DF9501
 DF9501.Click photographs - Photos may exist for this station.
 DF9501
 DF9501.The dynamic height is computed by dividing the NAVD 88
 DF9501.geopotential number by the normal gravity value computed on the
 DF9501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9501.degrees latitude (g = 980.6199 gals.).
 DF9501
 DF9501.The modeled gravity was interpolated from observed gravity values.
 DF9501
 DF9501;                    North         East    Units  Estimated Accuracy
 DF9501;SPC WI S     -    76,094.2     742,467.6     MT  (+/- 3 meters HH1 GPS) 
 DF9501
 DF9501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9659525119(NAD 83)
 DF9501
 DF9501                          SUPERSEDED SURVEY CONTROL
 DF9501
 DF9501  NAVD 88 (04/20/07)  232.243  (m)          761.95   (f) SUPERSEDED  2 1
 DF9501  NAVD 88 (02/25/04)  232.257  (m)          762.00   (f) SUPERSEDED  2 1
 DF9501
 DF9501.Superseded values are not recommended for survey control.
 DF9501
 DF9501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9501.See file dsdata.pdf to determine how the superseded data were derived.
 DF9501
 DF9501_MARKER: DD = SURVEY DISK
 DF9501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9501_STAMPING: 1K71 2002
 DF9501_MARK LOGO: WIDT
 DF9501_PROJECTION: RECESSED 15 CENTIMETERS
 DF9501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9501+STABILITY: SURFACE MOTION
 DF9501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9501+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 DF9501
 DF9501  HISTORY     - Date     Condition        Report By
 DF9501  HISTORY     - 2001     MONUMENTED       WIDT
 DF9501  HISTORY     - 20060706 GOOD             WIDT
 DF9501
 DF9501                          STATION DESCRIPTION
 DF9501
 DF9501'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9501'THE STATION IS LOCATED IN THE CITY OF BURLINGTON.
 DF9501'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9501'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 142
 DF9501'IN THE CITY OF BURLINGTON, GO SOUTHEAST ON STATE HIGHWAY 142 FOR FOR
 DF9501'0.9 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9501'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9501'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9501'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 34.3 M
 DF9501'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 142, 27.2 M EAST OF
 DF9501'POWER POLE --70-25001 65-2--, 25.3 M SOUTHEAST OF CENTERLINE OF
 DF9501'ENTRANCE TO BUSHNELL PARK, AND 1.6 M SOUTHWEST OF A CHAIN LINK FENCE.
 DF9501'---NOTE---THE STATION IS 1.4 M SOUTHWEST OF A WHITE PLASTIC WITNESS
 DF9501'POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9501'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO
 DF9501'THE NORTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DF9501
 DF9501                          STATION RECOVERY (2006)
 DF9501
 DF9501'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9476 ***********************************************************************
 DF9476  DESIGNATION -  1K73
 DF9476  PID         -  DF9476
 DF9476  STATE/COUNTY-  WI/RACINE
 DF9476  COUNTRY     -  US
 DF9476  USGS QUAD   -  ROCHESTER (2018)
 DF9476
 DF9476                         *CURRENT SURVEY CONTROL
 DF9476  ______________________________________________________________________
 DF9476* NAD 83(1986) POSITION- 42 39 24.36   (N) 088 13 41.32   (W)   HD_HELD1
 DF9476* NAVD 88 ORTHO HEIGHT -   234.828 (meters)      770.43  (feet) ADJUSTED
 DF9476  ______________________________________________________________________
 DF9476  GEOID HEIGHT    -        -34.440 (meters)                     GEOID18
 DF9476  DYNAMIC HEIGHT  -        234.757 (meters)      770.20  (feet) COMP
 DF9476  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 DF9476
 DF9476  VERT ORDER      -  SECOND    CLASS I
 DF9476
 DF9476.The horizontal coordinates were determined by differentially corrected
 DF9476.hand held GPS observations or other comparable positioning techniques
 DF9476.and have an estimated accuracy of +/- 3 meters.
 DF9476
 DF9476.The orthometric height was determined by differential leveling and
 DF9476.adjusted by the WI DEPT OF TRANSP
 DF9476.in May 2012.
 DF9476
 DF9476.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9476.GEOID18 height accuracy estimate available here.
 DF9476
 DF9476.Click photographs - Photos may exist for this station.
 DF9476
 DF9476.The dynamic height is computed by dividing the NAVD 88
 DF9476.geopotential number by the normal gravity value computed on the
 DF9476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9476.degrees latitude (g = 980.6199 gals.).
 DF9476
 DF9476.The modeled gravity was interpolated from observed gravity values.
 DF9476
 DF9476;                    North         East    Units  Estimated Accuracy
 DF9476;SPC WI S     -    74,505.0     745,271.8     MT  (+/- 3 meters HH1 GPS) 
 DF9476
 DF9476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9933923431(NAD 83)
 DF9476
 DF9476                          SUPERSEDED SURVEY CONTROL
 DF9476
 DF9476  NAVD 88 (04/20/07)  234.799  (m)          770.34   (f) SUPERSEDED  2 1
 DF9476  NAVD 88 (02/25/04)  234.816  (m)          770.39   (f) SUPERSEDED  2 1
 DF9476
 DF9476.Superseded values are not recommended for survey control.
 DF9476
 DF9476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9476.See file dsdata.pdf to determine how the superseded data were derived.
 DF9476
 DF9476_MARKER: DD = SURVEY DISK
 DF9476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9476_STAMPING: 1K73 2002
 DF9476_MARK LOGO: WIDT
 DF9476_PROJECTION: FLUSH
 DF9476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9476+STABILITY: SURFACE MOTION
 DF9476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9476+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 DF9476
 DF9476  HISTORY     - Date     Condition        Report By
 DF9476  HISTORY     - 2001     MONUMENTED       WIDT
 DF9476  HISTORY     - 20060706 GOOD             WIDT
 DF9476  HISTORY     - 20090527 GOOD             GEOSPC
 DF9476
 DF9476                          STATION DESCRIPTION
 DF9476
 DF9476'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9476'THE STATION IS LOCATED ABOUT 18 KM EAST-NORTHEAST OF LAKE GENEVA, 12
 DF9476'KM SOUTH OF WATERFORD, AND 5 KM EAST-SOUTHEAST OF BURLINGTON.
 DF9476'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9476'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 142
 DF9476'IN THE CITY OF BURLINGTON, GO SOUTHEAST ON STATE HIGHWAY 142 FOR 3.1
 DF9476'KM TO MOUNT TOM ROAD ON THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 142
 DF9476'FOR 1.0 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF9476'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL STATION DISK
 DF9476'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF
 DF9476'2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.1
 DF9476'M NORTH OF THE CENTERLINE OF STATE HIGHWAY 142, 22 M EAST OF THE
 DF9476'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --30047--, 18.3 M EAST OF A
 DF9476'WOOD POST FOR A --RIGHT CURVE-- SIGN, AND 2 M NORTH OF A CULTIVATED
 DF9476'FIELD.  ---NOTE---THE STATION IS EAST AND WEST OF TWO WHITE PLASTIC
 DF9476'WITNESS POST.  --NOTE2-- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9476'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 DF9476'POLE TO THE SOUTHWEST EXTENDING TO 30 DEGREES.
 DF9476
 DF9476                          STATION RECOVERY (2006)
 DF9476
 DF9476'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9476'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M SOUTHEAST AND
 DF9476'0.4 M NORTHWEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9476
 DF9476                          STATION RECOVERY (2009)
 DF9476
 DF9476'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2009 (MNH)
 DF9476'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9478 ***********************************************************************
 DF9478  DESIGNATION -  1K76
 DF9478  PID         -  DF9478
 DF9478  STATE/COUNTY-  WI/RACINE
 DF9478  COUNTRY     -  US
 DF9478  USGS QUAD   -  ROCHESTER (2018)
 DF9478
 DF9478                         *CURRENT SURVEY CONTROL
 DF9478  ______________________________________________________________________
 DF9478* NAD 83(1986) POSITION- 42 40 12.1    (N) 088 08 58.1    (W)   HD_HELD2
 DF9478* NAVD 88 ORTHO HEIGHT -   245.231 (meters)      804.56  (feet) ADJUSTED
 DF9478  ______________________________________________________________________
 DF9478  GEOID HEIGHT    -        -34.515 (meters)                     GEOID18
 DF9478  DYNAMIC HEIGHT  -        245.157 (meters)      804.32  (feet) COMP
 DF9478  MODELED GRAVITY -    980,314.9   (mgal)                       NAVD 88
 DF9478
 DF9478  VERT ORDER      -  SECOND    CLASS I
 DF9478
 DF9478.The horizontal coordinates were established by autonomous hand held GPS
 DF9478.observations and have an estimated accuracy of +/- 10 meters.
 DF9478
 DF9478.The orthometric height was determined by differential leveling and
 DF9478.adjusted by the WI DEPT OF TRANSP
 DF9478.in May 2012.
 DF9478
 DF9478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9478.GEOID18 height accuracy estimate available here.
 DF9478
 DF9478.Click photographs - Photos may exist for this station.
 DF9478
 DF9478.The dynamic height is computed by dividing the NAVD 88
 DF9478.geopotential number by the normal gravity value computed on the
 DF9478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9478.degrees latitude (g = 980.6199 gals.).
 DF9478
 DF9478.The modeled gravity was interpolated from observed gravity values.
 DF9478
 DF9478;                    North         East    Units  Estimated Accuracy
 DF9478;SPC WI S     -    76,118.      751,688.      MT  (+/- 10 meters HH2 GPS)
 DF9478
 DF9478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0580824813(NAD 83)
 DF9478
 DF9478                          SUPERSEDED SURVEY CONTROL
 DF9478
 DF9478  NAVD 88 (04/20/07)  245.206  (m)          804.48   (f) SUPERSEDED  2 1
 DF9478  NAVD 88 (02/25/04)  245.229  (m)          804.56   (f) SUPERSEDED  2 1
 DF9478
 DF9478.Superseded values are not recommended for survey control.
 DF9478
 DF9478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9478.See file dsdata.pdf to determine how the superseded data were derived.
 DF9478
 DF9478_MARKER: DD = SURVEY DISK
 DF9478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9478_STAMPING: 1K76 2002
 DF9478_MARK LOGO: WIDT
 DF9478_PROJECTION: FLUSH
 DF9478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9478+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 DF9478
 DF9478  HISTORY     - Date     Condition        Report By
 DF9478  HISTORY     - 2001     MONUMENTED       WIDT
 DF9478  HISTORY     - 20060711 GOOD             WIDT
 DF9478
 DF9478                          STATION DESCRIPTION
 DF9478
 DF9478'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9478'THE STATION IS LOCATED ABOUT 12 KM SOUTHEAST OF WATERFORD, 10 KM EAST
 DF9478'OF BURLINGTON, AND 8 KM WEST-SOUTHWEST OF UNION GROVE.
 DF9478'OWNERSHIP--TOWN OF DOVER.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9478'STATE HIGHWAY 11 (DURAND AVENUE) WITH STATE HIGHWAY 75 (BEAUMONT
 DF9478'AVENUE) IN THE COMMUNITY OF KANSASVILLE, GO SOUTH ON STATE HIGHWAY 75
 DF9478'(BEAUMONT AVENUE) FOR 2.0 KM TO COUNTY LINE ROAD (6TH STREET), TURN
 DF9478'RIGHT AND GO WEST ON COUNTY LINE ROAD FOR 2.9 KM TO CUNNINGHAM ROAD
 DF9478'ON THE RIGHT, TURN RIGHT AND GO NORTH ON CUNNINGHAM ROAD FOR 0.1 KM
 DF9478'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9478'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9478'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9478'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.8 M WEST OF
 DF9478'THE CENTERLINE OF CUNNINGHAM ROAD, 70 M NORTH OF A WOOD POST FOR A
 DF9478'--STOP-- SIGN, AND 2 M EAST OF A CULTIVATED FIELD. ---NOTE---THE
 DF9478'STATION IS NORTH AND SOUTH OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9478'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9478'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9478
 DF9478                          STATION RECOVERY (2006)
 DF9478
 DF9478'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9478'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20.3 M NORTHWEST OF
 DF9478'A --SPEED LIMIT 35-- AND --WEIGHT LIMIT CLASS B-- SIGN POST AND 1.0 M
 DF9478'EAST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS
 DF9478'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9479 ***********************************************************************
 DF9479  DESIGNATION -  1K77
 DF9479  PID         -  DF9479
 DF9479  STATE/COUNTY-  WI/RACINE
 DF9479  COUNTRY     -  US
 DF9479  USGS QUAD   -  ROCHESTER (2018)
 DF9479
 DF9479                         *CURRENT SURVEY CONTROL
 DF9479  ______________________________________________________________________
 DF9479* NAD 83(1986) POSITION- 42 40 58.3    (N) 088 07 48.7    (W)   HD_HELD2
 DF9479* NAVD 88 ORTHO HEIGHT -   246.239 (meters)      807.87  (feet) ADJUSTED
 DF9479  ______________________________________________________________________
 DF9479  GEOID HEIGHT    -        -34.539 (meters)                     GEOID18
 DF9479  DYNAMIC HEIGHT  -        246.165 (meters)      807.63  (feet) COMP
 DF9479  MODELED GRAVITY -    980,316.5   (mgal)                       NAVD 88
 DF9479
 DF9479  VERT ORDER      -  SECOND    CLASS I
 DF9479
 DF9479.The horizontal coordinates were established by autonomous hand held GPS
 DF9479.observations and have an estimated accuracy of +/- 10 meters.
 DF9479
 DF9479.The orthometric height was determined by differential leveling and
 DF9479.adjusted by the WI DEPT OF TRANSP
 DF9479.in May 2012.
 DF9479
 DF9479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9479.GEOID18 height accuracy estimate available here.
 DF9479
 DF9479.Click photographs - Photos may exist for this station.
 DF9479
 DF9479.The dynamic height is computed by dividing the NAVD 88
 DF9479.geopotential number by the normal gravity value computed on the
 DF9479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9479.degrees latitude (g = 980.6199 gals.).
 DF9479
 DF9479.The modeled gravity was interpolated from observed gravity values.
 DF9479
 DF9479;                    North         East    Units  Estimated Accuracy
 DF9479;SPC WI S     -    77,578.      753,236.      MT  (+/- 10 meters HH2 GPS)
 DF9479
 DF9479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0740626217(NAD 83)
 DF9479
 DF9479                          SUPERSEDED SURVEY CONTROL
 DF9479
 DF9479  NAVD 88 (04/20/07)  246.214  (m)          807.79   (f) SUPERSEDED  2 1
 DF9479  NAVD 88 (02/25/04)  246.237  (m)          807.86   (f) SUPERSEDED  2 1
 DF9479
 DF9479.Superseded values are not recommended for survey control.
 DF9479
 DF9479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9479.See file dsdata.pdf to determine how the superseded data were derived.
 DF9479
 DF9479_MARKER: DD = SURVEY DISK
 DF9479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9479_STAMPING: 1K77 2002
 DF9479_MARK LOGO: WIDT
 DF9479_PROJECTION: FLUSH
 DF9479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9479+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 DF9479
 DF9479  HISTORY     - Date     Condition        Report By
 DF9479  HISTORY     - 2001     MONUMENTED       WIDT
 DF9479  HISTORY     - 20060711 GOOD             WIDT
 DF9479
 DF9479                          STATION DESCRIPTION
 DF9479
 DF9479'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9479'THE STATION IS LOCATED ABOUT 27 KM WEST OF RACINE, 25 KM SOUTH OF
 DF9479'MUSKEGO, AND 12 KM EAST OF BURLINGTON.  OWNERSHIP--TOWN OF DOVER.  TO
 DF9479'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 (DURAND
 DF9479'AVENUE) WITH STATE HIGHWAY 75 (BEAUMONT AVENUE) IN THE COMMUNITY OF
 DF9479'KANSASVILLE, GO WEST ON STATE HIGHWAY 11 (DURAND AVENUE) FOR 1.6 KM
 DF9479'TO VANDENBOOM ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON VANDENBOOM
 DF9479'ROAD FOR 0.6 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9479'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9479'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9479'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DF9479'IS 9.0 M WEST OF THE CENTERLINE OF VANDENBOOM ROAD, 0.2 KM NORTH OF
 DF9479'PRIVATE ENTRANCE --4501--, 7.6 M SOUTH OF PRIVATE ENTRANCE --4200--,
 DF9479'9 M NORTH OF A FIELD ENTRANCE, AND 2 M EAST OF A CULTIVATED FIELD.
 DF9479'---NOTE---THE STATION IS EAST, NORTH AND SOUTH OF THREE WHITE PLASTIC
 DF9479'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9479'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9479
 DF9479                          STATION RECOVERY (2006)
 DF9479
 DF9479'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9479'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 121 M SOUTH OF THE
 DF9479'CENTERLINE OF PRIVATE ENTRANCE --4130--, 54.1 M (NOT 9 M) NORTH OF THE
 DF9479'CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M EAST, 1.0 M SOUTH, AND 1.0 M
 DF9479'NORTH OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- PRIVATE ENTRANCE
 DF9479'--4200-- IN THE 2001 DESCRIPTION DOES NOT EXIST AND THERE IS NO
 DF9479'PRIVATE ENTRANCE 7.6 M FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9480 ***********************************************************************
 DF9480  DESIGNATION -  1K78
 DF9480  PID         -  DF9480
 DF9480  STATE/COUNTY-  WI/RACINE
 DF9480  COUNTRY     -  US
 DF9480  USGS QUAD   -  UNION GROVE (2018)
 DF9480
 DF9480                         *CURRENT SURVEY CONTROL
 DF9480  ______________________________________________________________________
 DF9480* NAD 83(1986) POSITION- 42 41 16.24   (N) 088 06 37.25   (W)   HD_HELD1
 DF9480* NAVD 88 ORTHO HEIGHT -   249.465 (meters)      818.45  (feet) ADJUSTED
 DF9480  ______________________________________________________________________
 DF9480  GEOID HEIGHT    -        -34.560 (meters)                     GEOID18
 DF9480  DYNAMIC HEIGHT  -        249.391 (meters)      818.21  (feet) COMP
 DF9480  MODELED GRAVITY -    980,317.3   (mgal)                       NAVD 88
 DF9480
 DF9480  VERT ORDER      -  SECOND    CLASS I
 DF9480
 DF9480.The horizontal coordinates were determined by differentially corrected
 DF9480.hand held GPS observations or other comparable positioning techniques
 DF9480.and have an estimated accuracy of +/- 3 meters.
 DF9480
 DF9480.The orthometric height was determined by differential leveling and
 DF9480.adjusted by the WI DEPT OF TRANSP
 DF9480.in May 2012.
 DF9480
 DF9480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9480.GEOID18 height accuracy estimate available here.
 DF9480
 DF9480.Click photographs - Photos may exist for this station.
 DF9480
 DF9480.The dynamic height is computed by dividing the NAVD 88
 DF9480.geopotential number by the normal gravity value computed on the
 DF9480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9480.degrees latitude (g = 980.6199 gals.).
 DF9480
 DF9480.The modeled gravity was interpolated from observed gravity values.
 DF9480
 DF9480;                    North         East    Units  Estimated Accuracy
 DF9480;SPC WI S     -    78,168.5     754,850.0     MT  (+/- 3 meters HH1 GPS) 
 DF9480
 DF9480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0904026749(NAD 83)
 DF9480
 DF9480                          SUPERSEDED SURVEY CONTROL
 DF9480
 DF9480  NAVD 88 (04/20/07)  249.440  (m)          818.37   (f) SUPERSEDED  2 1
 DF9480  NAVD 88 (02/25/04)  249.463  (m)          818.45   (f) SUPERSEDED  2 1
 DF9480
 DF9480.Superseded values are not recommended for survey control.
 DF9480
 DF9480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9480.See file dsdata.pdf to determine how the superseded data were derived.
 DF9480
 DF9480_MARKER: DD = SURVEY DISK
 DF9480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9480_STAMPING: 1K78 2002
 DF9480_MARK LOGO: WIDT
 DF9480_PROJECTION: FLUSH
 DF9480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9480+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 DF9480
 DF9480  HISTORY     - Date     Condition        Report By
 DF9480  HISTORY     - 2001     MONUMENTED       WIDT
 DF9480  HISTORY     - 20060711 GOOD             WIDT
 DF9480  HISTORY     - 20090410 GOOD             GEOCAC
 DF9480
 DF9480                          STATION DESCRIPTION
 DF9480
 DF9480'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9480'THE STATION IS LOCATED ABOUT 27 KM WEST-SOUTHWEST OF RACINE, 13 KM
 DF9480'EAST OF BURLINGTON, 12 KM SOUTHEAST OF WATERFORD.
 DF9480'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9480'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 (DURAND AVENUE) WITH
 DF9480'STATE HIGHWAY 75 (BEAUMONT AVENUE) IN THE COMMUNITY OF KANSASVILLE,
 DF9480'GO SOUTH ON STATE HIGHWAY 75 (BEAUMONT AVENUE) FOR 0.1 KM TO THE
 DF9480'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9480'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9480'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9480'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.0 M EAST OF THE
 DF9480'CENTERLINE OF STATE HIGHWAY 75 (BEAUMONT AVENUE), 57 M SOUTH OF THE
 DF9480'CENTERLINE OF STATE HIGHWAY 11 (DURAND AVENUE), 28.3 M NORTHWEST OF
 DF9480'THE NORTHWEST CORNER OF THE BRICK POST OFFICE, AND 16.3 M NORTH OF
 DF9480'THE CENTERLINE OF THE NORTHERNMOST ENTRANCE TO THE POST OFFICE.
 DF9480'---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9480'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE
 DF9480'SOUTH-SOUTHWEST EXTENDING TO 28 DEGREES, A POWER POLE TO THE
 DF9480'WEST-SOUTHWEST EXTENDING TO 40 DEGREES, A TREE TO THE WEST EXTENDING
 DF9480'TO 35 DEGREES, A TREE TO THE NORTHWEST EXTENDING TO 30 DEGREES, A
 DF9480'POWERPOLE TO THE NORTHWEST EXTENDING TO 40 DEGREES, AND A TREE TO THE
 DF9480'EAST-NORTHEAST EXTENDING TO 30 DEGREES.
 DF9480
 DF9480                          STATION RECOVERY (2006)
 DF9480
 DF9480'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9480'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12.2 M EAST OF THE
 DF9480'DOUBLE YELLOW STRIPE ON STATE HIGHWAY 75, 9.1 M EAST OF THE WHITE
 DF9480'STRIPE SEPARATING THE NORTHBOUND LANE OF STATE HIGHWAY 75 AND THE LEFT
 DF9480'TURNING LANE ONTO STATE HIGHWAY 11, 5.6 M EAST OF THE EAST EDGE OF THE
 DF9480'NORTHBOUND PAVEMENT AT THE WHITE FOG LINE, 14.8 M NORTH OF THE
 DF9480'CENTERLINE OF THE NORTH ENTRANCE TO THE POST OFFICE,
 DF9480'5.6 M NORTHEAST OF THE TOP CENTER OF THE SOUTH END AND 5.4 M SOUTHEAST
 DF9480'OF THE TOP CENTER OF THE NORTH END OF A 50 CM DIAMETER NORTH-SOUTH
 DF9480'METAL CULVERT, AND 1.0 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE
 DF9480'WHITE PLASTIC WITNESS POSTS.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9480'STATION ARE TREES IN THE EAST QUADRANTS EXTENDING TO 30 DEGREES ABOVE
 DF9480'THE HORIZON.
 DF9480
 DF9480                          STATION RECOVERY (2009)
 DF9480
 DF9480'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 DF9480'FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9482 ***********************************************************************
 DF9482  DESIGNATION -  1K79
 DF9482  PID         -  DF9482
 DF9482  STATE/COUNTY-  WI/RACINE
 DF9482  COUNTRY     -  US
 DF9482  USGS QUAD   -  UNION GROVE (2018)
 DF9482
 DF9482                         *CURRENT SURVEY CONTROL
 DF9482  ______________________________________________________________________
 DF9482* NAD 83(1986) POSITION- 42 41 22.6    (N) 088 01 55.2    (W)   HD_HELD2
 DF9482* NAVD 88 ORTHO HEIGHT -   224.677 (meters)      737.13  (feet) ADJUSTED
 DF9482  ______________________________________________________________________
 DF9482  GEOID HEIGHT    -        -34.644 (meters)                     GEOID18
 DF9482  DYNAMIC HEIGHT  -        224.610 (meters)      736.91  (feet) COMP
 DF9482  MODELED GRAVITY -    980,318.3   (mgal)                       NAVD 88
 DF9482
 DF9482  VERT ORDER      -  SECOND    CLASS I
 DF9482
 DF9482.The horizontal coordinates were established by autonomous hand held GPS
 DF9482.observations and have an estimated accuracy of +/- 10 meters.
 DF9482
 DF9482.The orthometric height was determined by differential leveling and
 DF9482.adjusted by the WI DEPT OF TRANSP
 DF9482.in May 2012.
 DF9482
 DF9482.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9482.GEOID18 height accuracy estimate available here.
 DF9482
 DF9482.Click photographs - Photos may exist for this station.
 DF9482
 DF9482.The dynamic height is computed by dividing the NAVD 88
 DF9482.geopotential number by the normal gravity value computed on the
 DF9482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9482.degrees latitude (g = 980.6199 gals.).
 DF9482
 DF9482.The modeled gravity was interpolated from observed gravity values.
 DF9482
 DF9482;                    North         East    Units  Estimated Accuracy
 DF9482;SPC WI S     -    78,513.      761,264.      MT  (+/- 10 meters HH2 GPS)
 DF9482
 DF9482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1546026863(NAD 83)
 DF9482
 DF9482                          SUPERSEDED SURVEY CONTROL
 DF9482
 DF9482  NAVD 88 (04/20/07)  224.652  (m)          737.05   (f) SUPERSEDED  2 1
 DF9482  NAVD 88 (02/25/04)  224.675  (m)          737.12   (f) SUPERSEDED  2 1
 DF9482
 DF9482.Superseded values are not recommended for survey control.
 DF9482
 DF9482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9482.See file dsdata.pdf to determine how the superseded data were derived.
 DF9482
 DF9482_MARKER: DD = SURVEY DISK
 DF9482_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9482_SP_SET: ABUTMENT
 DF9482_STAMPING: 1K79 2002
 DF9482_MARK LOGO: WIDT
 DF9482_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9482+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2006
 DF9482
 DF9482  HISTORY     - Date     Condition        Report By
 DF9482  HISTORY     - 2001     MONUMENTED       WIDT
 DF9482  HISTORY     - 20060710 GOOD             WIDT
 DF9482
 DF9482                          STATION DESCRIPTION
 DF9482
 DF9482'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9482'THE STATION IS LOCATED ABOUT 21 KM NORTHWEST OF KENOSHA, 21 KM
 DF9482'WEST-SOUTHWEST OF RACINE, AND 2 KM EAST OF UNION GROVE.
 DF9482'OWNERSHIP--VILLAGE OF UNION GROVE. TO REACH THE STATION FROM THE
 DF9482'JUNCTION OF US HIGHWAY 45 (MAIN STREET) WITH STATE HIGHWAY 11 (15TH
 DF9482'AVENUE) IN THE VILLAGE OF UNION GROVE, GO EAST ON STATE HIGHWAY 11
 DF9482'(15TH AVENUE) FOR 1.6 KM TO 67TH DRIVE ON THE LEFT, TURN LEFT AND GO
 DF9482'NORTH ON 67TH DRIVE FOR 1.0 KM TO THE RAILROAD BRIDGE CROSSING 67TH
 DF9482'DRIVE AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9482'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9482'STATION DISK SET IN THE TOP OF THE SOUTHWEST CORNER OF THE EAST
 DF9482'ABUTMENT AND ABOUT 5 M ABOVE THE STREET PAVEMENT. THE STATION IS 17.0
 DF9482'M EAST OF THE CENTERLINE OF 67TH DRIVE, 75 M SOUTH-SOUTHEAST OF THE
 DF9482'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --3710-- (UNION GROVE
 DF9482'WASTEWATER TREATMENT PLANT), 16.5 M NORTH-NORTHEAST OF THE EAST END
 DF9482'OF A 1.4 M DIAMETER CORRUGATED METAL CULVERT PIPE, AND 2.7 M SOUTH OF
 DF9482'THE SOUTHERN MOST RAIL. ---NOTE---THIS STATION HAS NO VISIBLE
 DF9482'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9482
 DF9482                          STATION RECOVERY (2006)
 DF9482
 DF9482'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9482'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9482'STATION ARE TREES TO THE SOUTHEAST EXTENDING TO 60 DEGREES, TREES TO
 DF9482'THE NORTHEAST EXTENDING TO 50 DEGREES, AND TREES TO THE WEST EXTENDING
 DF9482'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9513 ***********************************************************************
 DF9513  DESIGNATION -  1K81
 DF9513  PID         -  DF9513
 DF9513  STATE/COUNTY-  WI/WAUKESHA
 DF9513  COUNTRY     -  US
 DF9513  USGS QUAD   -  PALMYRA (2018)
 DF9513
 DF9513                         *CURRENT SURVEY CONTROL
 DF9513  ______________________________________________________________________
 DF9513* NAD 83(2011) POSITION- 42 52 45.38754(N) 088 31 39.65813(W)   ADJUSTED
 DF9513* NAD 83(2011) ELLIP HT-   225.753 (meters)        (08/17/17)   ADJUSTED
 DF9513* NAD 83(2011) EPOCH   -  2010.00
 DF9513* NAVD 88 ORTHO HEIGHT -   260.020 (meters)      853.08  (feet) ADJUSTED
 DF9513  ______________________________________________________________________
 DF9513  GEOID HEIGHT    -        -34.274 (meters)                     GEOID18
 DF9513  NAD 83(2011) X  -    120,279.956 (meters)                     COMP
 DF9513  NAD 83(2011) Y  - -4,679,709.602 (meters)                     COMP
 DF9513  NAD 83(2011) Z  -  4,317,837.118 (meters)                     COMP
 DF9513  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 DF9513  DYNAMIC HEIGHT  -        259.950 (meters)      852.85  (feet) COMP
 DF9513  MODELED GRAVITY -    980,342.7   (mgal)                       NAVD 88
 DF9513
 DF9513  VERT ORDER      -  SECOND    CLASS I
 DF9513
 DF9513  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9513  Standards:
 DF9513         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9513            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9513  -------------------------------------------------------------------
 DF9513  NETWORK    0.37   0.65           0.17   0.13   0.33     -0.02447886
 DF9513  -------------------------------------------------------------------
 DF9513  Click here for local accuracies and other accuracy information.
 DF9513
 DF9513.The horizontal coordinates were established by GPS observations
 DF9513.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DF9513
 DF9513.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9513.been affixed to the stable North American tectonic plate. See 
 DF9513.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9513
 DF9513.The horizontal coordinates are valid at the epoch date displayed above
 DF9513.which is a decimal equivalence of Year/Month/Day.
 DF9513
 DF9513.The orthometric height was determined by differential leveling and
 DF9513.adjusted by the WI DEPT OF TRANSP
 DF9513.in May 2012.
 DF9513
 DF9513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9513.GEOID18 height accuracy estimate available here.
 DF9513
 DF9513.Click photographs - Photos may exist for this station.
 DF9513
 DF9513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9513
 DF9513.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9513
 DF9513.The ellipsoidal height was determined by GPS observations
 DF9513.and is referenced to NAD 83.
 DF9513
 DF9513.The dynamic height is computed by dividing the NAVD 88
 DF9513.geopotential number by the normal gravity value computed on the
 DF9513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9513.degrees latitude (g = 980.6199 gals.).
 DF9513
 DF9513.The modeled gravity was interpolated from observed gravity values.
 DF9513
 DF9513. The following values were computed from the NAD 83(2011) position.
 DF9513
 DF9513;                    North         East     Units Scale Factor Converg.
 DF9513;SPC WI S     -    98,741.263   720,279.539   MT  0.99997378   +1 00 41.9
 DF9513;SPC WI S     -   323,953.63  2,363,117.12   sFT  0.99997378   +1 00 41.9
 DF9513;UTM  16      - 4,748,540.492   375,236.466   MT  0.99979150   -1 02 22.8
 DF9513
 DF9513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9513!SPC WI S     -   0.99996460  x   0.99997378  =   0.99993838
 DF9513!UTM  16      -   0.99996460  x   0.99979150  =   0.99975610
 DF9513
 DF9513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7523648540(NAD 83)
 DF9513
 DF9513                          SUPERSEDED SURVEY CONTROL
 DF9513
 DF9513  NAVD 88 (04/20/07)  259.996  (m)          853.00   (f) SUPERSEDED  2 1
 DF9513  NAVD 88 (02/25/04)  259.959  (m)          852.88   (f) SUPERSEDED  2 1
 DF9513
 DF9513.Superseded values are not recommended for survey control.
 DF9513
 DF9513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9513.See file dsdata.pdf to determine how the superseded data were derived.
 DF9513
 DF9513_MARKER: DD = SURVEY DISK
 DF9513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9513_STAMPING: 1K81 2002
 DF9513_MARK LOGO: WIDT
 DF9513_PROJECTION: FLUSH
 DF9513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9513+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2016
 DF9513
 DF9513  HISTORY     - Date     Condition        Report By
 DF9513  HISTORY     - 2001     MONUMENTED       WIDT
 DF9513  HISTORY     - 20060816 GOOD             WIDT
 DF9513  HISTORY     - 20160622 GOOD             WIDT
 DF9513
 DF9513                          STATION DESCRIPTION
 DF9513
 DF9513'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9513'THE STATION IS LOCATED ABOUT 32 KM SOUTHWEST OF WAUKESHA, 5 KM EAST
 DF9513'OF PALMYRA, AND 4 KM WEST OF EAGLE.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9513'OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION STATE
 DF9513'HIGHWAT 59 WITH STATE HIGHWAY 106 IN THE VILLAGE OF PALMYRA, GO EAST
 DF9513'ON STATE HIGHWAY 59 FOR 4.0 KM TO COUNTY HIGHWAY Z, CONTINUE EAST ON
 DF9513'STATE HIGHWAY 59 FOR 1.3 KM TO THE STATION ON THE LEFT. THE STATION
 DF9513'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9513'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9513'SET TO THE DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9513'THE STATION IS 15.9 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 59,
 DF9513'234 M WEST OF THE ENTRANCE TO KETTLE MORANE STATE HEADQUARTERS --S91
 DF9513'W39091--, 162 M EAST OF PRIVATE ENTRANCE --S91 W39381--, 16 M SOUTH
 DF9513'OF A CULTIVATED FIELD, AND 6 M WEST OF A FIELD ENTRANCE.
 DF9513'---NOTE---THE STATION IS NORTH, SOUTHWEST AND SOUTHEAST OF THREE
 DF9513'WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9513'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9513
 DF9513                          STATION RECOVERY (2006)
 DF9513
 DF9513'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9513'RECOVERED IN GOOD CONDITION.
 DF9513
 DF9513                          STATION RECOVERY (2016)
 DF9513
 DF9513'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9513'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9512 ***********************************************************************
 DF9512  DESIGNATION -  1K82
 DF9512  PID         -  DF9512
 DF9512  STATE/COUNTY-  WI/WAUKESHA
 DF9512  COUNTRY     -  US
 DF9512  USGS QUAD   -  EAGLE (2018)
 DF9512
 DF9512                         *CURRENT SURVEY CONTROL
 DF9512  ______________________________________________________________________
 DF9512* NAD 83(1986) POSITION- 42 52 48.18   (N) 088 29 43.53   (W)   HD_HELD1
 DF9512* NAVD 88 ORTHO HEIGHT -   274.908 (meters)      901.93  (feet) ADJUSTED
 DF9512  ______________________________________________________________________
 DF9512  GEOID HEIGHT    -        -34.302 (meters)                     GEOID18
 DF9512  DYNAMIC HEIGHT  -        274.833 (meters)      901.68  (feet) COMP
 DF9512  MODELED GRAVITY -    980,341.6   (mgal)                       NAVD 88
 DF9512
 DF9512  VERT ORDER      -  SECOND    CLASS I
 DF9512
 DF9512.The horizontal coordinates were determined by differentially corrected
 DF9512.hand held GPS observations or other comparable positioning techniques
 DF9512.and have an estimated accuracy of +/- 3 meters.
 DF9512
 DF9512.The orthometric height was determined by differential leveling and
 DF9512.adjusted by the WI DEPT OF TRANSP
 DF9512.in May 2012.
 DF9512
 DF9512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9512.GEOID18 height accuracy estimate available here.
 DF9512
 DF9512.Click photographs - Photos may exist for this station.
 DF9512
 DF9512.The dynamic height is computed by dividing the NAVD 88
 DF9512.geopotential number by the normal gravity value computed on the
 DF9512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9512.degrees latitude (g = 980.6199 gals.).
 DF9512
 DF9512.The modeled gravity was interpolated from observed gravity values.
 DF9512
 DF9512;                    North         East    Units  Estimated Accuracy
 DF9512;SPC WI S     -    98,874.5     722,913.0     MT  (+/- 3 meters HH1 GPS) 
 DF9512
 DF9512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7787248579(NAD 83)
 DF9512
 DF9512                          SUPERSEDED SURVEY CONTROL
 DF9512
 DF9512  NAVD 88 (04/20/07)  274.884  (m)          901.85   (f) SUPERSEDED  2 1
 DF9512  NAVD 88 (02/25/04)  274.845  (m)          901.72   (f) SUPERSEDED  2 1
 DF9512
 DF9512.Superseded values are not recommended for survey control.
 DF9512
 DF9512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9512.See file dsdata.pdf to determine how the superseded data were derived.
 DF9512
 DF9512_MARKER: DD = SURVEY DISK
 DF9512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9512_STAMPING: 1K82 2002
 DF9512_MARK LOGO: WIDT
 DF9512_PROJECTION: FLUSH
 DF9512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9512+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 DF9512
 DF9512  HISTORY     - Date     Condition        Report By
 DF9512  HISTORY     - 2001     MONUMENTED       WIDT
 DF9512  HISTORY     - 20060816 GOOD             WIDT
 DF9512
 DF9512                          STATION DESCRIPTION
 DF9512
 DF9512'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9512'THE STATION IS LOCATED ABOUT 29 KM SOUTHWEST OF WAUKESHA, 8 KM EAST
 DF9512'OF PALMYRA, AND 2 KM WEST OF EAGLE.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9512'OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF9512'HIGHWAY 59 WITH STATE HIGHWAY 106 IN THE VILLAGE OF PALMYRA, GO EAST
 DF9512'ON STATE HIGHWAY 59 FOR 7.0 KM TO COUNTY HIGHWAY S ON THE RIGHT,
 DF9512'CONTINUE EAST ON STATE HIGHWAY 59 FOR 0.8 KM TO THE STATION ON THE
 DF9512'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9512'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9512'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9512'LEVEL WITH THE HIGHWAY.  THE STATION IS 16.3 M SOUTH-SOUTHEAST OF THE
 DF9512'CENTERLINE OF STATE HIGHWAY 59, 0.4 KM WEST OF COUNTY HIGHWAY N, 71 M
 DF9512'SOUTHWEST OF THE WESTERNMOST POST FOR A GUARDRAIL, 48.2 M EAST OF A
 DF9512'WOOD POST FOR A --RIGHT CURVE AHEAD-- SIGN, AND 11.2 M EAST-SOUTHEAST
 DF9512'OF A WOOD POST FOR A --JUNCTION COUNTY HIGHWAY N-- SIGN.
 DF9512'---NOTE---THE STATION IS SOUTH-SOUTHEAST, NORTHEAST AND NORTHWEST OF
 DF9512'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION IS NOT
 DF9512'SUITABLE FOR GPS OBSERVATIONS DUE TO OBSTRUCTIONS TO THE SOUTHEAST
 DF9512'EXTENDING TO 45 DEGREES, OBSTRUCTIONS TO THE SOUTHWEST EXTENDING TO
 DF9512'28 DEGREES, AND TREES TO THE SOUTH EXTENDING TO 20 DEGREES.
 DF9512
 DF9512                          STATION RECOVERY (2006)
 DF9512
 DF9512'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9512'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE NORTHEAST
 DF9512'OF ANTIQUE LANE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9510 ***********************************************************************
 DF9510  DESIGNATION -  1K83
 DF9510  PID         -  DF9510
 DF9510  STATE/COUNTY-  WI/WAUKESHA
 DF9510  COUNTRY     -  US
 DF9510  USGS QUAD   -  EAGLE (2018)
 DF9510
 DF9510                         *CURRENT SURVEY CONTROL
 DF9510  ______________________________________________________________________
 DF9510* NAD 83(1986) POSITION- 42 54 27.5    (N) 088 26 59.9    (W)   HD_HELD2
 DF9510* NAVD 88 ORTHO HEIGHT -   289.791 (meters)      950.76  (feet) ADJUSTED
 DF9510  ______________________________________________________________________
 DF9510  GEOID HEIGHT    -        -34.372 (meters)                     GEOID18
 DF9510  DYNAMIC HEIGHT  -        289.713 (meters)      950.50  (feet) COMP
 DF9510  MODELED GRAVITY -    980,342.4   (mgal)                       NAVD 88
 DF9510
 DF9510  VERT ORDER      -  SECOND    CLASS I
 DF9510
 DF9510.The horizontal coordinates were established by autonomous hand held GPS
 DF9510.observations and have an estimated accuracy of +/- 10 meters.
 DF9510
 DF9510.The orthometric height was determined by differential leveling and
 DF9510.adjusted by the WI DEPT OF TRANSP
 DF9510.in May 2012.
 DF9510
 DF9510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9510.GEOID18 height accuracy estimate available here.
 DF9510
 DF9510.Click photographs - Photos may exist for this station.
 DF9510
 DF9510.The dynamic height is computed by dividing the NAVD 88
 DF9510.geopotential number by the normal gravity value computed on the
 DF9510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9510.degrees latitude (g = 980.6199 gals.).
 DF9510
 DF9510.The modeled gravity was interpolated from observed gravity values.
 DF9510
 DF9510;                    North         East    Units  Estimated Accuracy
 DF9510;SPC WI S     -   102,007.      726,569.      MT  (+/- 10 meters HH2 GPS)
 DF9510
 DF9510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8163751578(NAD 83)
 DF9510
 DF9510                          SUPERSEDED SURVEY CONTROL
 DF9510
 DF9510  NAVD 88 (04/20/07)  289.766  (m)          950.67   (f) SUPERSEDED  2 1
 DF9510  NAVD 88 (02/25/04)  289.724  (m)          950.54   (f) SUPERSEDED  2 1
 DF9510
 DF9510.Superseded values are not recommended for survey control.
 DF9510
 DF9510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9510.See file dsdata.pdf to determine how the superseded data were derived.
 DF9510
 DF9510_MARKER: DD = SURVEY DISK
 DF9510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9510_STAMPING: 1K83 2002
 DF9510_MARK LOGO: WIDT
 DF9510_PROJECTION: FLUSH
 DF9510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9510+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2016
 DF9510
 DF9510  HISTORY     - Date     Condition        Report By
 DF9510  HISTORY     - 2001     MONUMENTED       WIDT
 DF9510  HISTORY     - 20060823 GOOD             WIDT
 DF9510  HISTORY     - 20160713 GOOD             WIDT
 DF9510
 DF9510                          STATION DESCRIPTION
 DF9510
 DF9510'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9510'THE STATION IS LOCATED ABOUT 21 KM SOUTHWEST OF WAUKESHA, 10 KM
 DF9510'NORTHWEST OF MUKWONAGO, AND 4 KM NORTHEAST OF EAGLE.
 DF9510'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9510'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 67
 DF9510'IN THE VILLAGE OF EAGLE, GO NORTHEAST ON STATE HIGHWAY 59 FOR 3.7 KM
 DF9510'TO WILTON ROAD AND THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9510'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9510'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9510'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9510'STATION IS 22.3 M WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DF9510'59, 47.4 M SOUTH-SOUTHWEST OF THE CENTERLINE OF WILTON ROAD, 30.2 M
 DF9510'SOUTHWEST OF THE TOP CENTER OF THE SOUTH END OF A 75-CM CORROGATED
 DF9510'METAL CULVERT PIPE, 17.3 M SOUTH OF THE EASTERN MOST WOOD POST FOR A
 DF9510'--WINTER HORSE PARK-- SIGN, AND 3.3 M NORTHEAST OF A METAL --R/W--
 DF9510'POST.  ---NOTE---THE STATION IS SOUTH-SOUTHEAST, WEST-SOUTHWEST AND
 DF9510'NORTH-NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9510'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9510'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9510
 DF9510                          STATION RECOVERY (2006)
 DF9510
 DF9510'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9510'RECOVERED IN GOOD CONDITION.
 DF9510
 DF9510                          STATION RECOVERY (2016)
 DF9510
 DF9510'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9510'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9871 ***********************************************************************
 DF9871  DESIGNATION -  1K84
 DF9871  PID         -  DF9871
 DF9871  STATE/COUNTY-  WI/WAUKESHA
 DF9871  COUNTRY     -  US
 DF9871  USGS QUAD   -  EAGLE (2018)
 DF9871
 DF9871                         *CURRENT SURVEY CONTROL
 DF9871  ______________________________________________________________________
 DF9871* NAD 83(1986) POSITION- 42 56 06.4    (N) 088 24 01.0    (W)   HD_HELD2
 DF9871* NAVD 88 ORTHO HEIGHT -   287.050 (meters)      941.76  (feet) ADJUSTED
 DF9871  ______________________________________________________________________
 DF9871  GEOID HEIGHT    -        -34.449 (meters)                     GEOID18
 DF9871  DYNAMIC HEIGHT  -        286.972 (meters)      941.51  (feet) COMP
 DF9871  MODELED GRAVITY -    980,342.4   (mgal)                       NAVD 88
 DF9871
 DF9871  VERT ORDER      -  SECOND    CLASS I
 DF9871
 DF9871.The horizontal coordinates were established by autonomous hand held GPS
 DF9871.observations and have an estimated accuracy of +/- 10 meters.
 DF9871
 DF9871.The orthometric height was determined by differential leveling and
 DF9871.adjusted by the NATIONAL GEODETIC SURVEY
 DF9871.in March 2017.
 DF9871
 DF9871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9871.GEOID18 height accuracy estimate available here.
 DF9871
 DF9871.Click photographs - Photos may exist for this station.
 DF9871
 DF9871.The dynamic height is computed by dividing the NAVD 88
 DF9871.geopotential number by the normal gravity value computed on the
 DF9871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9871.degrees latitude (g = 980.6199 gals.).
 DF9871
 DF9871.The modeled gravity was interpolated from observed gravity values.
 DF9871
 DF9871;                    North         East    Units  Estimated Accuracy
 DF9871;SPC WI S     -   105,135.      730,568.      MT  (+/- 10 meters HH2 GPS)
 DF9871
 DF9871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8574454560(NAD 83)
 DF9871
 DF9871                          SUPERSEDED SURVEY CONTROL
 DF9871
 DF9871  NAVD 88 (05/08/12)  287.068  (m)          941.82   (f) SUPERSEDED  2 1
 DF9871  NAVD 88 (04/20/07)  287.043  (m)          941.74   (f) SUPERSEDED  2 1
 DF9871  NAVD 88 (02/25/04)  287.011  (m)          941.64   (f) SUPERSEDED  2 1
 DF9871
 DF9871.Superseded values are not recommended for survey control.
 DF9871
 DF9871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9871.See file dsdata.pdf to determine how the superseded data were derived.
 DF9871
 DF9871_MARKER: DD = SURVEY DISK
 DF9871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9871_STAMPING: 1K84 2002
 DF9871_MARK LOGO: WIDT
 DF9871_PROJECTION: FLUSH
 DF9871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9871+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2016
 DF9871
 DF9871  HISTORY     - Date     Condition        Report By
 DF9871  HISTORY     - 2001     MONUMENTED       WIDT
 DF9871  HISTORY     - 20060823 GOOD             WIDT
 DF9871  HISTORY     - 20160712 GOOD             WIDT
 DF9871
 DF9871                          STATION DESCRIPTION
 DF9871
 DF9871'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9871'THE STATION IS ABOUT 16 KM SOUTHWEST OF WAUKESHA, 9 KM NORTHWEST OF
 DF9871'MUKWONAGO, AND IN NORTH PRAIRIE. OWNERSHIP--VILLAGE OF NORTH PRAIRIE.
 DF9871'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH
 DF9871'STATE HIGHWAY 67 IN THE VILLAGE OF EAGLE, GO NORTHEAST ON STATE
 DF9871'HIGHWAY 59 FOR 8.8 KM TO COUNTY HIGHWAY E IN THE VILLAGE OF NORTH
 DF9871'PRAIRIE, CONTINUE NORTHEAST ON STATE HIGHWAY 59 FOR 0.6 KM TO
 DF9871'INDUSTRIAL DRIVE ON THE LEFT, TURN LEFT AND GO WEST, THEN NORTH ON
 DF9871'INDUSTRIAL DRIVE FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION
 DF9871'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9871'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9871'SET TO A DEPTH OF 1.2 M, SET ON BEDROCK AND ABOUT LEVEL WITH THE ROAD
 DF9871'PAVEMENT.  THE STATION IS 8.0 M WEST OF THE CENTERLINE OF INDUSTRIAL
 DF9871'DRIVE, 58.4 M NORTH-NORTHWEST OF POWER POLE --72-1387 40-5--, 20.6 M
 DF9871'WEST OF POWER POLE --72-1388  40-5--, 18.7 M SOUTH OF THE CENTERLINE
 DF9871'OF THE SOUTH ENTRANCE FOR --CENTURY TEL--.  ---NOTE---THIS STATION
 DF9871'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 DF9871'THE HORIZON EXCEPT FOR POWER POLES TO THE EAST EXTENDING TO 25
 DF9871'DEGREES.  ---NOTE2---THE STATION IS SET IN THE NORTHEAST CORNER OF A
 DF9871'PARK.
 DF9871
 DF9871                          STATION RECOVERY (2006)
 DF9871
 DF9871'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9871'RECOVERED IN GOOD CONDITION.
 DF9871
 DF9871                          STATION RECOVERY (2016)
 DF9871
 DF9871'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9871'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9872 ***********************************************************************
 DF9872  DESIGNATION -  1K85
 DF9872  PID         -  DF9872
 DF9872  STATE/COUNTY-  WI/WAUKESHA
 DF9872  COUNTRY     -  US
 DF9872  USGS QUAD   -  EAGLE (2018)
 DF9872
 DF9872                         *CURRENT SURVEY CONTROL
 DF9872  ______________________________________________________________________
 DF9872* NAD 83(1986) POSITION- 42 56 37.68   (N) 088 22 41.79   (W)   HD_HELD1
 DF9872* NAVD 88 ORTHO HEIGHT -   292.498 (meters)      959.64  (feet) ADJUSTED
 DF9872  ______________________________________________________________________
 DF9872  GEOID HEIGHT    -        -34.486 (meters)                     GEOID18
 DF9872  DYNAMIC HEIGHT  -        292.419 (meters)      959.38  (feet) COMP
 DF9872  MODELED GRAVITY -    980,342.3   (mgal)                       NAVD 88
 DF9872
 DF9872  VERT ORDER      -  SECOND    CLASS I
 DF9872
 DF9872.The horizontal coordinates were determined by differentially corrected
 DF9872.hand held GPS observations or other comparable positioning techniques
 DF9872.and have an estimated accuracy of +/- 3 meters.
 DF9872
 DF9872.The orthometric height was determined by differential leveling and
 DF9872.adjusted by the WI DEPT OF TRANSP
 DF9872.in May 2012.
 DF9872
 DF9872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9872.GEOID18 height accuracy estimate available here.
 DF9872
 DF9872.Click photographs - Photos may exist for this station.
 DF9872
 DF9872.The dynamic height is computed by dividing the NAVD 88
 DF9872.geopotential number by the normal gravity value computed on the
 DF9872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9872.degrees latitude (g = 980.6199 gals.).
 DF9872
 DF9872.The modeled gravity was interpolated from observed gravity values.
 DF9872
 DF9872;                    North         East    Units  Estimated Accuracy
 DF9872;SPC WI S     -   106,134.4     732,344.4     MT  (+/- 3 meters HH1 GPS) 
 DF9872
 DF9872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8755555495(NAD 83)
 DF9872
 DF9872                          SUPERSEDED SURVEY CONTROL
 DF9872
 DF9872  NAVD 88 (04/20/07)  292.473  (m)          959.56   (f) SUPERSEDED  2 1
 DF9872  NAVD 88 (02/25/04)  292.446  (m)          959.47   (f) SUPERSEDED  2 1
 DF9872
 DF9872.Superseded values are not recommended for survey control.
 DF9872
 DF9872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9872.See file dsdata.pdf to determine how the superseded data were derived.
 DF9872
 DF9872_MARKER: DD = SURVEY DISK
 DF9872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9872_STAMPING: 1K85 2002
 DF9872_MARK LOGO: WIDT
 DF9872_PROJECTION: FLUSH
 DF9872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9872+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2016
 DF9872
 DF9872  HISTORY     - Date     Condition        Report By
 DF9872  HISTORY     - 2001     MONUMENTED       WIDT
 DF9872  HISTORY     - 20060822 GOOD             WIDT
 DF9872  HISTORY     - 20160712 GOOD             WIDT
 DF9872
 DF9872                          STATION DESCRIPTION
 DF9872
 DF9872'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9872'THE STATION IS LOCATED ABOUT 14 KM SOUTHWEST OF WAUKESHA, 9 KM
 DF9872'NORTH-NORTHWEST OF MUKWONAGO, AND 2 KM NORTHEAST OF NORTH PRAIRIE.
 DF9872'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9872'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 67
 DF9872'IN THE VILLAGE OF EAGLE, GO NORTHEAST ON STATE HIGHWAY 59 FOR 8.8 KM
 DF9872'TO COUNTY HIGHWAY E IN THE VILLAGE OF NORTH PRAIRIE, CONTINUE
 DF9872'NORTHEAST ON STATE HIGHWAY 59 FOR 2.6 KM TO COUNTY HIGHWAY ZZ AND THE
 DF9872'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9872'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9872'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 0.5
 DF9872'M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 31.6 M NORTHWEST OF THE
 DF9872'CENTERLINE OF STATE HIGHWAY 59, 34.6 M SOUTHWEST OF COUNTY HIGHWAY
 DF9872'ZZ, 24.1 M SOUTH OF TELEPHONE PEDESTAL --3E  33A 16  17--, 17.1 M
 DF9872'NORTH-NORTHEAST OF TELEPHONE PEDESTAL --3E  33A  15 17--, AND 4 M
 DF9872'EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, SOUTH
 DF9872'AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.    ---NOTE2---THIS
 DF9872'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9872'ABOVE THE HORIZON.
 DF9872
 DF9872                          STATION RECOVERY (2006)
 DF9872
 DF9872'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9872'RECOVERED IN GOOD CONDITION.
 DF9872
 DF9872                          STATION RECOVERY (2016)
 DF9872
 DF9872'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9872'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9873 ***********************************************************************
 DF9873  DESIGNATION -  1K87
 DF9873  PID         -  DF9873
 DF9873  STATE/COUNTY-  WI/WAUKESHA
 DF9873  COUNTRY     -  US
 DF9873  USGS QUAD   -  GENESEE (2018)
 DF9873
 DF9873                         *CURRENT SURVEY CONTROL
 DF9873  ______________________________________________________________________
 DF9873* NAD 83(1986) POSITION- 42 57 35.09   (N) 088 20 10.07   (W)   HD_HELD1
 DF9873* NAVD 88 ORTHO HEIGHT -   245.229 (meters)      804.56  (feet) ADJUSTED
 DF9873  ______________________________________________________________________
 DF9873  GEOID HEIGHT    -        -34.560 (meters)                     GEOID18
 DF9873  DYNAMIC HEIGHT  -        245.162 (meters)      804.34  (feet) COMP
 DF9873  MODELED GRAVITY -    980,341.7   (mgal)                       NAVD 88
 DF9873
 DF9873  VERT ORDER      -  SECOND    CLASS I
 DF9873
 DF9873.The horizontal coordinates were determined by differentially corrected
 DF9873.hand held GPS observations or other comparable positioning techniques
 DF9873.and have an estimated accuracy of +/- 3 meters.
 DF9873
 DF9873.The orthometric height was determined by differential leveling and
 DF9873.adjusted by the WI DEPT OF TRANSP
 DF9873.in May 2012.
 DF9873
 DF9873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9873.GEOID18 height accuracy estimate available here.
 DF9873
 DF9873.Click photographs - Photos may exist for this station.
 DF9873
 DF9873.The dynamic height is computed by dividing the NAVD 88
 DF9873.geopotential number by the normal gravity value computed on the
 DF9873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9873.degrees latitude (g = 980.6199 gals.).
 DF9873
 DF9873.The modeled gravity was interpolated from observed gravity values.
 DF9873
 DF9873;                    North         East    Units  Estimated Accuracy
 DF9873;SPC WI S     -   107,973.3     735,747.9     MT  (+/- 3 meters HH1 GPS) 
 DF9873
 DF9873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9102257210(NAD 83)
 DF9873
 DF9873                          SUPERSEDED SURVEY CONTROL
 DF9873
 DF9873  NAVD 88 (04/20/07)  245.204  (m)          804.47   (f) SUPERSEDED  2 1
 DF9873  NAVD 88 (02/25/04)  245.184  (m)          804.41   (f) SUPERSEDED  2 1
 DF9873
 DF9873.Superseded values are not recommended for survey control.
 DF9873
 DF9873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9873.See file dsdata.pdf to determine how the superseded data were derived.
 DF9873
 DF9873_MARKER: DD = SURVEY DISK
 DF9873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9873_STAMPING: 1K87 2002
 DF9873_MARK LOGO: WIDT
 DF9873_PROJECTION: FLUSH
 DF9873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9873+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2016
 DF9873
 DF9873  HISTORY     - Date     Condition        Report By
 DF9873  HISTORY     - 2001     MONUMENTED       WIDT
 DF9873  HISTORY     - 20060822 GOOD             WIDT
 DF9873  HISTORY     - 20160707 GOOD             WIDT
 DF9873
 DF9873                          STATION DESCRIPTION
 DF9873
 DF9873'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9873'THE STATION IS LOCATED ABOUT 36 KM WEST-SOUTHWEST OF MILWAUKEE, 10 KM
 DF9873'SOUTHWEST OF WAUKESHA, 10 KM NORTH OF MUKWONAGO.
 DF9873'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9873'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 83
 DF9873'ABOUT 12 KM SOUTHWEST OF THE CITY OF WAUKESHA, GO EAST ON STATE
 DF9873'HIGHWAY 59 FOR 1.9 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9873'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9873'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9873'A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT. THE
 DF9873'STATION IS 11.2 M SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DF9873'59, 84 M WEST-SOUTHWEST OF A GUARDRAIL, 55.1 M EAST-SOUTHEAST OF
 DF9873'POWER POLE --88-06819 60-2--, AND 43.9 M SOUTHWEST OF POWER POLE
 DF9873'--88-06818 60-2--.  ---NOTE---THE STATION IS SOUTH, NORTHEAST AND
 DF9873'NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9873'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9873'ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE NORTH EXTENDING TO
 DF9873'20 DEGREES.
 DF9873
 DF9873                          STATION RECOVERY (2006)
 DF9873
 DF9873'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9873'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 DF9873'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9873
 DF9873                          STATION RECOVERY (2016)
 DF9873
 DF9873'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9873'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9875 ***********************************************************************
 DF9875  DESIGNATION -  1K88
 DF9875  PID         -  DF9875
 DF9875  STATE/COUNTY-  WI/WAUKESHA
 DF9875  COUNTRY     -  US
 DF9875  USGS QUAD   -  GENESEE (2018)
 DF9875
 DF9875                         *CURRENT SURVEY CONTROL
 DF9875  ______________________________________________________________________
 DF9875* NAD 83(1986) POSITION- 42 58 27.14   (N) 088 17 57.06   (W)   HD_HELD1
 DF9875* NAVD 88 ORTHO HEIGHT -   283.686 (meters)      930.73  (feet) ADJUSTED
 DF9875  ______________________________________________________________________
 DF9875  GEOID HEIGHT    -        -34.618 (meters)                     GEOID18
 DF9875  DYNAMIC HEIGHT  -        283.609 (meters)      930.47  (feet) COMP
 DF9875  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 DF9875
 DF9875  VERT ORDER      -  SECOND    CLASS I
 DF9875
 DF9875.The horizontal coordinates were determined by differentially corrected
 DF9875.hand held GPS observations or other comparable positioning techniques
 DF9875.and have an estimated accuracy of +/- 3 meters.
 DF9875
 DF9875.The orthometric height was determined by differential leveling and
 DF9875.adjusted by the WI DEPT OF TRANSP
 DF9875.in May 2012.
 DF9875
 DF9875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9875.GEOID18 height accuracy estimate available here.
 DF9875
 DF9875.Click photographs - Photos may exist for this station.
 DF9875
 DF9875.The dynamic height is computed by dividing the NAVD 88
 DF9875.geopotential number by the normal gravity value computed on the
 DF9875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9875.degrees latitude (g = 980.6199 gals.).
 DF9875
 DF9875.The modeled gravity was interpolated from observed gravity values.
 DF9875
 DF9875;                    North         East    Units  Estimated Accuracy
 DF9875;SPC WI S     -   109,639.9     738,729.1     MT  (+/- 3 meters HH1 GPS) 
 DF9875
 DF9875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9406058769(NAD 83)
 DF9875
 DF9875                          SUPERSEDED SURVEY CONTROL
 DF9875
 DF9875  NAVD 88 (04/20/07)  283.661  (m)          930.64   (f) SUPERSEDED  2 1
 DF9875  NAVD 88 (02/25/04)  283.646  (m)          930.60   (f) SUPERSEDED  2 1
 DF9875
 DF9875.Superseded values are not recommended for survey control.
 DF9875
 DF9875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9875.See file dsdata.pdf to determine how the superseded data were derived.
 DF9875
 DF9875_MARKER: DD = SURVEY DISK
 DF9875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9875_STAMPING: 1K88 2002
 DF9875_MARK LOGO: WIDT
 DF9875_PROJECTION: RECESSED 80 CENTIMETERS
 DF9875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9875+STABILITY: SURFACE MOTION
 DF9875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9875+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2016
 DF9875
 DF9875  HISTORY     - Date     Condition        Report By
 DF9875  HISTORY     - 2001     MONUMENTED       WIDT
 DF9875  HISTORY     - 20060822 GOOD             WIDT
 DF9875  HISTORY     - 20160706 GOOD             WIDT
 DF9875
 DF9875                          STATION DESCRIPTION
 DF9875
 DF9875'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9875'THE STATION IS LOCATED ABOUT 33 KM WEST-SOUTHWEST OF MILWAUKEE, 12 KM
 DF9875'NORTH OF MUKWONAGO, AND 6 KM SOUTHWEST OF WAUKESHA.
 DF9875'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9875'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 83
 DF9875'ABOUT 12 KM SOUTHWEST OF WAUKESHA, GO EAST ON STATE HIGHWAY 59 FOR
 DF9875'4.8 KM TO TOWNLINE ROAD ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY
 DF9875'59 FOR 0.6 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9875'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9875'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9875'A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE
 DF9875'STATION IS 10.4 M SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DF9875'59, 38.0 M WEST OF TELEPHONE PEDESTAL --1200 120--, AND 14 M EAST OF
 DF9875'THE EXTENDED CENTERLINE FOR MERRIHILL PARKWAY. ---NOTE---THE STATION
 DF9875'IS WEST-NORTHWEST, NORTH AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 DF9875'POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9875'HIGHER THAN 20 DEGREES.
 DF9875
 DF9875                          STATION RECOVERY (2006)
 DF9875
 DF9875'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9875'RECOVERED IN GOOD CONDITION.
 DF9875
 DF9875                          STATION RECOVERY (2016)
 DF9875
 DF9875'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9875'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF
 DF9875'MUKWONAGO, 4.3 MI (6.9 KM) SOUTHWEST OF WAUKESHA AND 3.4 MI (5.5 KM)
 DF9875'EAST-NORTHEAST OF GENESEE.
 DF9875'
 DF9875'THE SURVEY MARK IS LOCATED AT THE BOTTOM OF THE 9 INCH (23 CM)
 DF9875'DIAMETER PVC PIPE, APPROXIMATELY 2.5 FT (0.8 M) LOWER THAN THE
 DF9875'SURROUNDING GRADE.
 DF9875'
 DF9875'THE PVC PIPE CAP IS 1.5 M (4.9 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT
 DF9875'OF STATE HIGHWAY 59 AND IS ABOUT LEVEL WITH THE HIGHWAY PAVEMENT
 DF9875'GRADE.  THE MARK IS LOCATED IN BETWEEN TWO WHITE PLASTIC WITNESS
 DF9875'POSTS.
 DF9875'
 DF9875'NOTE-THE SHOULDER OF THE HIGHWAY WAS EXPANDED IN 2013 FOR CONSTRUCTION
 DF9875'OF A PASSING LANE AT THE INTERSECTION OF STATE HIGHWAY 59 WITH
 DF9875'MERRIHILL PARKWAY.  THE SURVEY MARK WAS PRESERVED WITH THE
 DF9875'INSTALLATION OF A 9 INCH (23 CM) DIAMETER PVC PIPE WITH A REMOVABLE
 DF9875'CAP, WHICH CAN BE LIFTED OFF THE PVC PIPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9450 ***********************************************************************
 DF9450  DESIGNATION -  1L05
 DF9450  PID         -  DF9450
 DF9450  STATE/COUNTY-  WI/KENOSHA
 DF9450  COUNTRY     -  US
 DF9450  USGS QUAD   -  PLEASANT PRAIRIE (2018)
 DF9450
 DF9450                         *CURRENT SURVEY CONTROL
 DF9450  ______________________________________________________________________
 DF9450* NAD 83(1986) POSITION- 42 36 13.1    (N) 087 54 32.2    (W)   HD_HELD2
 DF9450* NAVD 88 ORTHO HEIGHT -   209.036 (meters)      685.81  (feet) ADJUSTED
 DF9450  ______________________________________________________________________
 DF9450  GEOID HEIGHT    -        -34.676 (meters)                     GEOID18
 DF9450  DYNAMIC HEIGHT  -        208.972 (meters)      685.60  (feet) COMP
 DF9450  MODELED GRAVITY -    980,313.7   (mgal)                       NAVD 88
 DF9450
 DF9450  VERT ORDER      -  SECOND    CLASS I
 DF9450
 DF9450.The horizontal coordinates were established by autonomous hand held GPS
 DF9450.observations and have an estimated accuracy of +/- 10 meters.
 DF9450
 DF9450.The orthometric height was determined by differential leveling and
 DF9450.adjusted by the WI DEPT OF TRANSP
 DF9450.in May 2012.
 DF9450
 DF9450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9450.GEOID18 height accuracy estimate available here.
 DF9450
 DF9450.Click photographs - Photos may exist for this station.
 DF9450
 DF9450.The dynamic height is computed by dividing the NAVD 88
 DF9450.geopotential number by the normal gravity value computed on the
 DF9450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9450.degrees latitude (g = 980.6199 gals.).
 DF9450
 DF9450.The modeled gravity was interpolated from observed gravity values.
 DF9450
 DF9450;                    North         East    Units  Estimated Accuracy
 DF9450;SPC WI S     -    69,211.      771,585.      MT  (+/- 10 meters HH2 GPS)
 DF9450
 DF9450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2543817201(NAD 83)
 DF9450
 DF9450                          SUPERSEDED SURVEY CONTROL
 DF9450
 DF9450  NAVD 88 (04/20/07)  209.007  (m)          685.72   (f) SUPERSEDED  2 1
 DF9450  NAVD 88 (02/25/04)  209.029  (m)          685.79   (f) SUPERSEDED  2 1
 DF9450
 DF9450.Superseded values are not recommended for survey control.
 DF9450
 DF9450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9450.See file dsdata.pdf to determine how the superseded data were derived.
 DF9450
 DF9450_MARKER: DD = SURVEY DISK
 DF9450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9450_STAMPING: 1L05 2002
 DF9450_MARK LOGO: WIDT
 DF9450_PROJECTION: FLUSH
 DF9450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9450+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 DF9450
 DF9450  HISTORY     - Date     Condition        Report By
 DF9450  HISTORY     - 2001     MONUMENTED       WIDT
 DF9450  HISTORY     - 20060718 GOOD             WIDT
 DF9450
 DF9450                          STATION DESCRIPTION
 DF9450
 DF9450'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9450'THE STATION IS LOCATED ABOUT 18 KM SOUTH-SOUTHWEST OF RACINE AND 8 KM
 DF9450'NORTHWEST OF KENOSHA.  OWNERSHIP--KENOSHA COUNTY.  TO REACH THE
 DF9450'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY
 DF9450'142 AND COUNTY HIGHWAY S (EXIT 340) ABOUT 12 KM NORTHWEST OF THE CITY
 DF9450'OF KENOSHA, GO EAST ON COUNTY HIGHWAY S FOR 3.7 KM TO THE STATION ON
 DF9450'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9450'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9450'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT
 DF9450'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.9 M SOUTH OF THE
 DF9450'CENTERLINE OF COUNTY HIGHWAY S (38TH STREET), 35.4 M WEST OF A WOOD
 DF9450'POST FOR A --NARROW BRIDGE-- SIGN, AND 15 M EAST OF CENTERLINE OF
 DF9450'PRIVATE ENTRANCE --8311 38TH STREET--.  ---NOTE---THE STATION IS
 DF9450'NORTH, EAST AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9450'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9450'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9450
 DF9450                          STATION RECOVERY (2006)
 DF9450
 DF9450'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9450'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE EAST OF
 DF9450'COUNTY HIGHWAY H, 15.4 M SOUTHWEST OF THE WEST END OF THE SOUTH METAL
 DF9450'GUARD RAIL ALONG THE APPROACH TO A BRIDGE, 14.6 M EAST OF THE
 DF9450'CENTERLINE OF PRIVATE ENTRANCE --8311--, 11.9 M NORTHEAST OF THE TOP
 DF9450'CENTER OF THE EAST END OF A 1.5 M DIAMETER METAL CULVERT UNDER THE
 DF9450'PRIVATE ENTRANCE,
 DF9450'0.4 M NORTH AND 0.6 M SOUTH OF TWO METAL WITNESS POSTS, AND 1.0 M
 DF9450'NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC
 DF9450'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9452 ***********************************************************************
 DF9452  DESIGNATION -  1L06
 DF9452  PID         -  DF9452
 DF9452  STATE/COUNTY-  WI/KENOSHA
 DF9452  COUNTRY     -  US
 DF9452  USGS QUAD   -  KENOSHA (2018)
 DF9452
 DF9452                         *CURRENT SURVEY CONTROL
 DF9452  ______________________________________________________________________
 DF9452* NAD 83(1986) POSITION- 42 36 03.5    (N) 087 51 21.4    (W)   HD_HELD2
 DF9452* NAVD 88 ORTHO HEIGHT -   199.653 (meters)      655.03  (feet) ADJUSTED
 DF9452  ______________________________________________________________________
 DF9452  GEOID HEIGHT    -        -34.689 (meters)                     GEOID18
 DF9452  DYNAMIC HEIGHT  -        199.594 (meters)      654.83  (feet) COMP
 DF9452  MODELED GRAVITY -    980,321.1   (mgal)                       NAVD 88
 DF9452
 DF9452  VERT ORDER      -  SECOND    CLASS I
 DF9452
 DF9452.The horizontal coordinates were established by autonomous hand held GPS
 DF9452.observations and have an estimated accuracy of +/- 10 meters.
 DF9452
 DF9452.The orthometric height was determined by differential leveling and
 DF9452.adjusted by the WI DEPT OF TRANSP
 DF9452.in May 2012.
 DF9452
 DF9452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9452.GEOID18 height accuracy estimate available here.
 DF9452
 DF9452.Click photographs - Photos may exist for this station.
 DF9452
 DF9452.The dynamic height is computed by dividing the NAVD 88
 DF9452.geopotential number by the normal gravity value computed on the
 DF9452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9452.degrees latitude (g = 980.6199 gals.).
 DF9452
 DF9452.The modeled gravity was interpolated from observed gravity values.
 DF9452
 DF9452;                    North         East    Units  Estimated Accuracy
 DF9452;SPC WI S     -    69,025.      775,941.      MT  (+/- 10 meters HH2 GPS)
 DF9452
 DF9452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2978316860(NAD 83)
 DF9452
 DF9452                          SUPERSEDED SURVEY CONTROL
 DF9452
 DF9452  NAVD 88 (04/20/07)  199.624  (m)          654.93   (f) SUPERSEDED  2 1
 DF9452  NAVD 88 (02/25/04)  199.645  (m)          655.00   (f) SUPERSEDED  2 1
 DF9452
 DF9452.Superseded values are not recommended for survey control.
 DF9452
 DF9452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9452.See file dsdata.pdf to determine how the superseded data were derived.
 DF9452
 DF9452_MARKER: DD = SURVEY DISK
 DF9452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9452_STAMPING: 1L06 2002
 DF9452_MARK LOGO: WIDT
 DF9452_PROJECTION: FLUSH
 DF9452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9452+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 DF9452
 DF9452  HISTORY     - Date     Condition        Report By
 DF9452  HISTORY     - 2001     MONUMENTED       WIDT
 DF9452  HISTORY     - 20060717 GOOD             WIDT
 DF9452
 DF9452                          STATION DESCRIPTION
 DF9452
 DF9452'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9452'THE STATION IS LOCATED IN THE CITY OF KENOSHA.  OWNERSHIP--KENOSHA
 DF9452'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 31
 DF9452'WITH COUNTY HIGHWAY S IN THE CITY OF KENOSHA, GO EAST ON COUNTY
 DF9452'HIGHWAY S FOR 1.8 KM TO 39TH AVENUE, TURN RIGHT AND GO SOUTH ON 39TH
 DF9452'AVENUE FOR 0.2 KM TO 40TH STREET ON THE LEFT AND THE STATION ON THE
 DF9452'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9452'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9452'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT
 DF9452'LEVEL WITH THE STREET PAVEMENT. THE STATION IS 14.2 M WEST OF THE
 DF9452'CENTERLINE OF 39TH AVENUE, 97 M NORTH OF PRIVATE ENTRANCE --4116--,
 DF9452'24.4 M SOUTHWEST OF TOP CENTER OF FIRE HYDRANT, AND 19.0 M SOUTH OF
 DF9452'EXTENDED CENTERLINE OF 40TH STREET.  ---NOTE---THIS STATION HAS NO
 DF9452'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9452'HORIZON EXCEPT FOR A POWER POLE TO THE EAST EXTENDING TO 40 DEGREES.
 DF9452
 DF9452                          STATION RECOVERY (2006)
 DF9452
 DF9452'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9452'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9.8 M WEST OF THE
 DF9452'CENTERLINE OF THE TWO SOUTHBOUND LANES OF 39TH AVENUE, 19.2 M SOUTH OF
 DF9452'THE CENTERLINE OF A FIELD ENTRANCE, 2.8 M WEST OF THE CENTERLINE OF A
 DF9452'CONCRETE SIDEWALK, AND 0.6 M WEST, 0.7 M NORTHEAST, AND 0.9 M
 DF9452'SOUTHEAST OF THREE METAL POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9485 ***********************************************************************
 DF9485  DESIGNATION -  1L08
 DF9485  PID         -  DF9485
 DF9485  STATE/COUNTY-  WI/RACINE
 DF9485  COUNTRY     -  US
 DF9485  USGS QUAD   -  STURTEVANT (2018)
 DF9485
 DF9485                         *CURRENT SURVEY CONTROL
 DF9485  ______________________________________________________________________
 DF9485* NAD 83(1986) POSITION- 42 41 51.31   (N) 087 52 59.10   (W)   HD_HELD1
 DF9485* NAVD 88 ORTHO HEIGHT -   207.238 (meters)      679.91  (feet) ADJUSTED
 DF9485  ______________________________________________________________________
 DF9485  GEOID HEIGHT    -        -34.751 (meters)                     GEOID18
 DF9485  DYNAMIC HEIGHT  -        207.177 (meters)      679.71  (feet) COMP
 DF9485  MODELED GRAVITY -    980,319.8   (mgal)                       NAVD 88
 DF9485
 DF9485  VERT ORDER      -  SECOND    CLASS I
 DF9485
 DF9485.The horizontal coordinates were determined by differentially corrected
 DF9485.hand held GPS observations or other comparable positioning techniques
 DF9485.and have an estimated accuracy of +/- 3 meters.
 DF9485
 DF9485.The orthometric height was determined by differential leveling and
 DF9485.adjusted by the WI DEPT OF TRANSP
 DF9485.in May 2012.
 DF9485
 DF9485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9485.GEOID18 height accuracy estimate available here.
 DF9485
 DF9485.Click photographs - Photos may exist for this station.
 DF9485
 DF9485.The dynamic height is computed by dividing the NAVD 88
 DF9485.geopotential number by the normal gravity value computed on the
 DF9485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9485.degrees latitude (g = 980.6199 gals.).
 DF9485
 DF9485.The modeled gravity was interpolated from observed gravity values.
 DF9485
 DF9485;                    North         East    Units  Estimated Accuracy
 DF9485;SPC WI S     -    79,697.8     773,442.2     MT  (+/- 3 meters HH1 GPS) 
 DF9485
 DF9485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2766927611(NAD 83)
 DF9485
 DF9485                          SUPERSEDED SURVEY CONTROL
 DF9485
 DF9485  NAVD 88 (04/20/07)  207.214  (m)          679.83   (f) SUPERSEDED  2 1
 DF9485  NAVD 88 (02/25/04)  207.238  (m)          679.91   (f) SUPERSEDED  2 1
 DF9485
 DF9485.Superseded values are not recommended for survey control.
 DF9485
 DF9485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9485.See file dsdata.pdf to determine how the superseded data were derived.
 DF9485
 DF9485_MARKER: DD = SURVEY DISK
 DF9485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9485_STAMPING: 1L08 2002
 DF9485_MARK LOGO: WIDT
 DF9485_PROJECTION: FLUSH
 DF9485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9485+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2006
 DF9485
 DF9485  HISTORY     - Date     Condition        Report By
 DF9485  HISTORY     - 2001     MONUMENTED       WIDT
 DF9485  HISTORY     - 20060710 GOOD             WIDT
 DF9485
 DF9485                          STATION DESCRIPTION
 DF9485
 DF9485'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9485'THE STATION IS LOCATED ABOUT 14 KM NORTHWEST OF KENOSHA, 7 KM WEST OF
 DF9485'RACINE AND 1 KM EAST OF STURTEVANT.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9485'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF9485'HIGHWAY 11 WITH STATE HIGHWAY 31 IN THE CITY OF RACINE, GO WEST ON
 DF9485'STATE HIGHWAY 11 FOR 2.2 KM TO WILLOW ROAD ON THE RIGHT, CONTINUE
 DF9485'WEST ON STATE HIGHWAY 11 FOR 0.2 KM TO THE STATION ON THE LEFT. THE
 DF9485'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9485'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9485'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY
 DF9485'PAVEMENT.  THE STATION IS 20.2 M SOUTH OF THE CENTERLINE OF STATE
 DF9485'HIGHWAY 11, 107 M EAST OF THE CENTERLINE OF THE WEST ENTRANCE FOR
 DF9485'--INTERMET RACINE MACHINING COMPANY--, 71.2 M WEST-SOUTHWEST OF A
 DF9485'WOOD POST FOR A --14 FOOT CLEARANCE-- SIGN, AND 10.7 M NORTH OF A
 DF9485'CHAIN LINK FENCE. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9485'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON. ---NOTE2---THIS
 DF9485'STATION IS LOCATED ON THE NORTH LAWN OF --INTERMET RACINE MACHINING
 DF9485'COMPANY--.
 DF9485
 DF9485                          STATION RECOVERY (2006)
 DF9485
 DF9485'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9485'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 38.5 M
 DF9485'SOUTH-SOUTHWEST OF POWER POLE --71-0096--, 36.5 M SOUTH-SOUTHWEST OF A
 DF9485'--SPEED LIMIT 40-- SIGN POST, 31.5 M SOUTH OF A --NO PARKING ANY
 DF9485'TIME-- SIGN POST, AND 1.0 M EAST AND 1.0 M WEST OF TWO WHITE PLASTIC
 DF9485'WITNESS POSTS.  NOTE-- INTERMET RACINE MACHINING COMPANY IS NOW NAMED
 DF9485'--AMERICAN METAL TECHNOLOGIES--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9486 ***********************************************************************
 DF9486  DESIGNATION -  1L09
 DF9486  PID         -  DF9486
 DF9486  STATE/COUNTY-  WI/RACINE
 DF9486  COUNTRY     -  US
 DF9486  USGS QUAD   -  RACINE SOUTH (2018)
 DF9486
 DF9486                         *CURRENT SURVEY CONTROL
 DF9486  ______________________________________________________________________
 DF9486* NAD 83(1986) POSITION- 42 41 50.99   (N) 087 50 55.74   (W)   HD_HELD1
 DF9486* NAVD 88 ORTHO HEIGHT -   217.512 (meters)      713.62  (feet) ADJUSTED
 DF9486  ______________________________________________________________________
 DF9486  GEOID HEIGHT    -        -34.756 (meters)                     GEOID18
 DF9486  DYNAMIC HEIGHT  -        217.449 (meters)      713.41  (feet) COMP
 DF9486  MODELED GRAVITY -    980,325.7   (mgal)                       NAVD 88
 DF9486
 DF9486  VERT ORDER      -  SECOND    CLASS I
 DF9486
 DF9486.The horizontal coordinates were determined by differentially corrected
 DF9486.hand held GPS observations or other comparable positioning techniques
 DF9486.and have an estimated accuracy of +/- 3 meters.
 DF9486
 DF9486.The orthometric height was determined by differential leveling and
 DF9486.adjusted by the WI DEPT OF TRANSP
 DF9486.in May 2012.
 DF9486
 DF9486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9486.GEOID18 height accuracy estimate available here.
 DF9486
 DF9486.Click photographs - Photos may exist for this station.
 DF9486
 DF9486.The dynamic height is computed by dividing the NAVD 88
 DF9486.geopotential number by the normal gravity value computed on the
 DF9486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9486.degrees latitude (g = 980.6199 gals.).
 DF9486
 DF9486.The modeled gravity was interpolated from observed gravity values.
 DF9486
 DF9486;                    North         East    Units  Estimated Accuracy
 DF9486;SPC WI S     -    79,759.7     776,249.4     MT  (+/- 3 meters HH1 GPS) 
 DF9486
 DF9486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3047527572(NAD 83)
 DF9486
 DF9486                          SUPERSEDED SURVEY CONTROL
 DF9486
 DF9486  NAVD 88 (04/20/07)  217.489  (m)          713.55   (f) SUPERSEDED  2 1
 DF9486  NAVD 88 (02/25/04)  217.512  (m)          713.62   (f) SUPERSEDED  2 1
 DF9486
 DF9486.Superseded values are not recommended for survey control.
 DF9486
 DF9486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9486.See file dsdata.pdf to determine how the superseded data were derived.
 DF9486
 DF9486_MARKER: DD = SURVEY DISK
 DF9486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9486_STAMPING: 1L09 2002
 DF9486_MARK LOGO: WIDT
 DF9486_PROJECTION: FLUSH
 DF9486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9486+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2006
 DF9486
 DF9486  HISTORY     - Date     Condition        Report By
 DF9486  HISTORY     - 2001     MONUMENTED       WIDT
 DF9486  HISTORY     - 20060710 GOOD             WIDT
 DF9486
 DF9486                          STATION DESCRIPTION
 DF9486
 DF9486'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9486'THE STATION IS LOCATED IN RACINE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF9486'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF9486'HIGHWAY 11 WITH STATE HIGHWAY 31 IN THE CITY OF RACINE, GO EAST ON
 DF9486'STATE HIGHWAY 11 FOR 0.5 KM TO THE STATION ON THE LEFT. THE STATION
 DF9486'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9486'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9486'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9486'THE STATION IS 12.0 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 11,
 DF9486'31.3 M NORTHWEST OF A TELEPHONE PEDESTAL, 13.1 M EAST OF CENTERLINE
 DF9486'OF SOUTH ENTRANCE TO REGENCY MALL, AND 5.3 M SOUTHEAST OF THE
 DF9486'SOUTHERN MOST METAL POST OF --REGENCY MALL--.  ---NOTE---THE STATION
 DF9486'IS 0.4 M WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS
 DF9486'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9486'ABOVE THE HORIZON EXCEPT FOR A TREE TO THE SOUTHEAST EXTENDING TO 30
 DF9486'DEGREES AND A POWER POLE TO THE NORTHWEST EXTENDING TO 40 DEGREES.
 DF9486
 DF9486                          STATION RECOVERY (2006)
 DF9486
 DF9486'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9486'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 11.9 M NORTH OF THE
 DF9486'CENTERLINE OF THE TWO WESTBOUND LANES OF STATE HIGHWAY 11 (DURAND
 DF9486'AVENUE), 31.3 M WEST (NOT NORTHWEST) OF THE TOP CENTER OF A TELEPHONE
 DF9486'PEDESTAL, 12.7 M EAST OF THE CENTERLINE OF THE TWO ENTER LANES OF THE
 DF9486'MAIN ENTRANCE TO THE REGENCY MALL FROM STATE HIGHWAY 11, AND 0.5 M
 DF9486'WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8290 ***********************************************************************
 DH8290  DESIGNATION -  1R01
 DH8290  PID         -  DH8290
 DH8290  STATE/COUNTY-  WI/GRANT
 DH8290  COUNTRY     -  US
 DH8290  USGS QUAD   -  POTOSI (2018)
 DH8290
 DH8290                         *CURRENT SURVEY CONTROL
 DH8290  ______________________________________________________________________
 DH8290* NAD 83(1986) POSITION- 42 41 17.83   (N) 090 42 49.09   (W)   HD_HELD1
 DH8290* NAVD 88 ORTHO HEIGHT -   234.928 (meters)      770.76  (feet) ADJUSTED
 DH8290  ______________________________________________________________________
 DH8290  GEOID HEIGHT    -        -32.525 (meters)                     GEOID18
 DH8290  DYNAMIC HEIGHT  -        234.858 (meters)      770.53  (feet) COMP
 DH8290  MODELED GRAVITY -    980,319.8   (mgal)                       NAVD 88
 DH8290
 DH8290  VERT ORDER      -  SECOND    CLASS I
 DH8290
 DH8290.The horizontal coordinates were determined by differentially corrected
 DH8290.hand held GPS observations or other comparable positioning techniques
 DH8290.and have an estimated accuracy of +/- 3 meters.
 DH8290
 DH8290.The orthometric height was determined by differential leveling and
 DH8290.adjusted by the WI DEPT OF TRANSP
 DH8290.in May 2012.
 DH8290
 DH8290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8290.GEOID18 height accuracy estimate available here.
 DH8290
 DH8290.Click photographs - Photos may exist for this station.
 DH8290
 DH8290.The dynamic height is computed by dividing the NAVD 88
 DH8290.geopotential number by the normal gravity value computed on the
 DH8290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8290.degrees latitude (g = 980.6199 gals.).
 DH8290
 DH8290.The modeled gravity was interpolated from observed gravity values.
 DH8290
 DH8290;                    North         East    Units  Estimated Accuracy
 DH8290;SPC WI S     -    76,713.2     541,516.3     MT  (+/- 3 meters HH1 GPS) 
 DH8290
 DH8290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8730128734(NAD 83)
 DH8290
 DH8290                          SUPERSEDED SURVEY CONTROL
 DH8290
 DH8290  NAVD 88 (04/20/07)  234.924  (m)          770.75   (f) SUPERSEDED  2 1
 DH8290
 DH8290.Superseded values are not recommended for survey control.
 DH8290
 DH8290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8290.See file dsdata.pdf to determine how the superseded data were derived.
 DH8290
 DH8290_MARKER: DD = SURVEY DISK
 DH8290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8290_SP_SET: BOX CULVERT
 DH8290_STAMPING: 1R01 2004
 DH8290_MARK LOGO: WIDT
 DH8290_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8290+STABILITY: SURFACE MOTION
 DH8290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8290+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DH8290
 DH8290  HISTORY     - Date     Condition        Report By
 DH8290  HISTORY     - 2004     MONUMENTED       WIDT
 DH8290  HISTORY     - 20071023 GOOD             WIDT
 DH8290
 DH8290                          STATION DESCRIPTION
 DH8290
 DH8290'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8290'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8290'STATION FROM THE JUNCTION OF US HIGHWAY 61 AND STATE HIGHWAY 35 WITH
 DH8290'STATE HIGHWAY 133 AND COUNTY HIGHWAY 0 (TENNYSON STREET) IN THE
 DH8290'VILLAGE OF TENNYSON, GO WEST ON STATE HIGHWAY 133 NORTH FOR 1.1 MI
 DH8290'(1.77 KM) TO NORTH MAIN STREET ON THE RIGHT, CONTINUE SOUTHWEST ON
 DH8290'STATE HIGHWAY 133 (EAST STREET) FOR 0.15 MI (0.24 KM) TO THE STATION
 DH8290'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8290'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE WEST
 DH8290'END OF A HEADWALL FOR A BOX CULVERT ABOUT LEVEL WITH THE HIGHWAY
 DH8290'PAVEMENT.  THE STATION IS 6.0 M (19.7 FT) EAST OF THE CENTERLINE OF
 DH8290'STATE HIGHWAY 133 (SOUTH MAIN STREET), 8.1 M (26.6 FT) WEST OF POWER
 DH8290'POLE --3-3W-34.3 42/45--, 0.9 M (3.0 FT) NORTH OF THE NORTH END OF A
 DH8290'GUARDRAIL, AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DH8290'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DH8290'BEING HEAVILY OBSTUCTED BY TREES.
 DH8290
 DH8290                          STATION RECOVERY (2007)
 DH8290
 DH8290'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8290'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8291 ***********************************************************************
 DH8291  DESIGNATION -  1R02
 DH8291  PID         -  DH8291
 DH8291  STATE/COUNTY-  WI/GRANT
 DH8291  COUNTRY     -  US
 DH8291  USGS QUAD   -  POTOSI (2018)
 DH8291
 DH8291                         *CURRENT SURVEY CONTROL
 DH8291  ______________________________________________________________________
 DH8291* NAD 83(1986) POSITION- 42 40 10.1    (N) 090 43 41.3    (W)   HD_HELD2
 DH8291* NAVD 88 ORTHO HEIGHT -   189.179 (meters)      620.66  (feet) ADJUSTED
 DH8291  ______________________________________________________________________
 DH8291  GEOID HEIGHT    -        -32.514 (meters)                     GEOID18
 DH8291  DYNAMIC HEIGHT  -        189.123 (meters)      620.48  (feet) COMP
 DH8291  MODELED GRAVITY -    980,322.4   (mgal)                       NAVD 88
 DH8291
 DH8291  VERT ORDER      -  SECOND    CLASS I
 DH8291
 DH8291.The horizontal coordinates were established by autonomous hand held GPS
 DH8291.observations and have an estimated accuracy of +/- 10 meters.
 DH8291
 DH8291.The orthometric height was determined by differential leveling and
 DH8291.adjusted by the WI DEPT OF TRANSP
 DH8291.in May 2012.
 DH8291
 DH8291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8291.GEOID18 height accuracy estimate available here.
 DH8291
 DH8291.Click photographs - Photos may exist for this station.
 DH8291
 DH8291.The dynamic height is computed by dividing the NAVD 88
 DH8291.geopotential number by the normal gravity value computed on the
 DH8291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8291.degrees latitude (g = 980.6199 gals.).
 DH8291
 DH8291.The modeled gravity was interpolated from observed gravity values.
 DH8291
 DH8291;                    North         East    Units  Estimated Accuracy
 DH8291;SPC WI S     -    74,634.      540,310.      MT  (+/- 10 meters HH2 GPS)
 DH8291
 DH8291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8616926613(NAD 83)
 DH8291
 DH8291                          SUPERSEDED SURVEY CONTROL
 DH8291
 DH8291  NAVD 88 (04/20/07)  189.175  (m)          620.65   (f) SUPERSEDED  2 1
 DH8291
 DH8291.Superseded values are not recommended for survey control.
 DH8291
 DH8291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8291.See file dsdata.pdf to determine how the superseded data were derived.
 DH8291
 DH8291_MARKER: DD = SURVEY DISK
 DH8291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8291_SP_SET: BOX CULVERT
 DH8291_STAMPING: 1R02 2004
 DH8291_MARK LOGO: WIDT
 DH8291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8291+STABILITY: SURFACE MOTION
 DH8291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8291+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DH8291
 DH8291  HISTORY     - Date     Condition        Report By
 DH8291  HISTORY     - 2004     MONUMENTED       WIDT
 DH8291  HISTORY     - 20071023 GOOD             WIDT
 DH8291
 DH8291                          STATION DESCRIPTION
 DH8291
 DH8291'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8291'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8291'STATION FROM THE JUNCTION OF US HIGHWAY 61 AND STATE HIGHWAY 35 WITH
 DH8291'STATE HIGHWAY 133 AND COUNTY HIGHWAY 0 (TENNYSON STREET) IN THE
 DH8291'VILLAGE OF TENNYSON, GO WEST THEN SOUTHWEST ON STATE HIGHWAY 133 FOR
 DH8291'2.8 MI (4.51 KM) TO PLANT STREET ON THE RIGHT AND THE STATION ON THE
 DH8291'RIGHT.   THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8291'TRANSPORTATION GEODETIC CONTROL SURVEY DISK SET IN THE SOUTHWEST
 DH8291'WINGWALL OF A BOX CULVERT ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DH8291'PAVEMENT.  THE STATION IS 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF
 DH8291'STATE HIGHWAY 133, 23 M (75.5 FT) SOUTH OF THE CENTERLINE OF PLANT
 DH8291'STREET, 16.7 M (54.8 FT) NORTH-NORTHEAST OF POWER POLE --2-3W-4.4
 DH8291'17/12--, AND 0.9 M (3.0 FT) NORTH-NORTHWEST OF A WHITE PLASTIC WITNESS
 DH8291'POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 DH8291'TO BEING HEAVILY OBSTRUCTED BY TREES.
 DH8291
 DH8291                          STATION RECOVERY (2007)
 DH8291
 DH8291'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8292 ***********************************************************************
 DH8292  DESIGNATION -  1R03
 DH8292  PID         -  DH8292
 DH8292  STATE/COUNTY-  WI/GRANT
 DH8292  COUNTRY     -  US
 DH8292  USGS QUAD   -  BALLTOWN (2018)
 DH8292
 DH8292                         *CURRENT SURVEY CONTROL
 DH8292  ______________________________________________________________________
 DH8292* NAD 83(1986) POSITION- 42 40 39.9    (N) 090 45 27.4    (W)   HD_HELD2
 DH8292* NAVD 88 ORTHO HEIGHT -   191.359 (meters)      627.82  (feet) ADJUSTED
 DH8292  ______________________________________________________________________
 DH8292  GEOID HEIGHT    -        -32.475 (meters)                     GEOID18
 DH8292  DYNAMIC HEIGHT  -        191.303 (meters)      627.63  (feet) COMP
 DH8292  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 DH8292
 DH8292  VERT ORDER      -  SECOND    CLASS I
 DH8292
 DH8292.The horizontal coordinates were established by autonomous hand held GPS
 DH8292.observations and have an estimated accuracy of +/- 10 meters.
 DH8292
 DH8292.The orthometric height was determined by differential leveling and
 DH8292.adjusted by the WI DEPT OF TRANSP
 DH8292.in May 2012.
 DH8292
 DH8292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8292.GEOID18 height accuracy estimate available here.
 DH8292
 DH8292.Click photographs - Photos may exist for this station.
 DH8292
 DH8292.The dynamic height is computed by dividing the NAVD 88
 DH8292.geopotential number by the normal gravity value computed on the
 DH8292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8292.degrees latitude (g = 980.6199 gals.).
 DH8292
 DH8292.The modeled gravity was interpolated from observed gravity values.
 DH8292
 DH8292;                    North         East    Units  Estimated Accuracy
 DH8292;SPC WI S     -    75,575.      537,902.      MT  (+/- 10 meters HH2 GPS)
 DH8292
 DH8292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8372927468(NAD 83)
 DH8292
 DH8292                          SUPERSEDED SURVEY CONTROL
 DH8292
 DH8292  NAVD 88 (04/20/07)  191.354  (m)          627.80   (f) SUPERSEDED  2 1
 DH8292
 DH8292.Superseded values are not recommended for survey control.
 DH8292
 DH8292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8292.See file dsdata.pdf to determine how the superseded data were derived.
 DH8292
 DH8292_MARKER: DD = SURVEY DISK
 DH8292_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8292_SP_SET: BRIDGE PARAPET
 DH8292_STAMPING: 1R03 2004
 DH8292_MARK LOGO: WIDT
 DH8292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8292+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DH8292
 DH8292  HISTORY     - Date     Condition        Report By
 DH8292  HISTORY     - 2004     MONUMENTED       WIDT
 DH8292  HISTORY     - 20071023 GOOD             WIDT
 DH8292
 DH8292                          STATION DESCRIPTION
 DH8292
 DH8292'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8292'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8292'STATION FROM THE JUNCTION OF STATE HIGHWAY 133 WITH COUNTY HIGHWAY
 DH8292'NORTH SOUTH, ABOUT 10 MI (16.09 KM) EAST OF THE VILLAGE OF CASSVILLE,
 DH8292'GO SOUTH-SOUTHEAST ON STATE HIGHWAY 133 FOR 4.15 MI (6.68 KM) TO
 DH8292'CLAUER LANE ON THE LEFT, CONTINUE SOUTHEAST ON STATE HIGHWAY 133 FOR
 DH8292'0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8292'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8292'DISK SET IN THE NORTHWEST END OF THE SOUTHWEST PARAPET OF A BRIDGE
 DH8292'ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 5.8 M
 DH8292'(19.0 FT) SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 133 AND 9.8 M
 DH8292'(32.2 FT) SOUTHEAST OF WOOD POST FOR A --50 MPH CURVE-- SIGN.
 DH8292'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8292'THAN 20 DEGREES ABOVE THE HORIZON.
 DH8292
 DH8292                          STATION RECOVERY (2007)
 DH8292
 DH8292'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8293 ***********************************************************************
 DH8293  DESIGNATION -  1R04
 DH8293  PID         -  DH8293
 DH8293  STATE/COUNTY-  WI/GRANT
 DH8293  COUNTRY     -  US
 DH8293  USGS QUAD   -  BALLTOWN (2018)
 DH8293
 DH8293                         *CURRENT SURVEY CONTROL
 DH8293  ______________________________________________________________________
 DH8293* NAD 83(1986) POSITION- 42 41 32.5    (N) 090 49 04.4    (W)   HD_HELD2
 DH8293* NAVD 88 ORTHO HEIGHT -   269.285 (meters)      883.48  (feet) ADJUSTED
 DH8293  ______________________________________________________________________
 DH8293  GEOID HEIGHT    -        -32.378 (meters)                     GEOID18
 DH8293  DYNAMIC HEIGHT  -        269.204 (meters)      883.21  (feet) COMP
 DH8293  MODELED GRAVITY -    980,316.5   (mgal)                       NAVD 88
 DH8293
 DH8293  VERT ORDER      -  SECOND    CLASS I
 DH8293
 DH8293.The horizontal coordinates were established by autonomous hand held GPS
 DH8293.observations and have an estimated accuracy of +/- 10 meters.
 DH8293
 DH8293.The orthometric height was determined by differential leveling and
 DH8293.adjusted by the WI DEPT OF TRANSP
 DH8293.in May 2012.
 DH8293
 DH8293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8293.GEOID18 height accuracy estimate available here.
 DH8293
 DH8293.Click photographs - Photos may exist for this station.
 DH8293
 DH8293.The dynamic height is computed by dividing the NAVD 88
 DH8293.geopotential number by the normal gravity value computed on the
 DH8293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8293.degrees latitude (g = 980.6199 gals.).
 DH8293
 DH8293.The modeled gravity was interpolated from observed gravity values.
 DH8293
 DH8293;                    North         East    Units  Estimated Accuracy
 DH8293;SPC WI S     -    77,244.      532,977.      MT  (+/- 10 meters HH2 GPS)
 DH8293
 DH8293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7874828961(NAD 83)
 DH8293
 DH8293                          SUPERSEDED SURVEY CONTROL
 DH8293
 DH8293  NAVD 88 (04/20/07)  269.280  (m)          883.46   (f) SUPERSEDED  2 1
 DH8293
 DH8293.Superseded values are not recommended for survey control.
 DH8293
 DH8293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8293.See file dsdata.pdf to determine how the superseded data were derived.
 DH8293
 DH8293_MARKER: DD = SURVEY DISK
 DH8293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8293_SP_SET: CATTLE PASS WINGWALL
 DH8293_STAMPING: 1R04 2004
 DH8293_MARK LOGO: WIDT
 DH8293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8293+STABILITY: SURFACE MOTION
 DH8293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8293+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DH8293
 DH8293  HISTORY     - Date     Condition        Report By
 DH8293  HISTORY     - 2004     MONUMENTED       WIDT
 DH8293  HISTORY     - 20071023 GOOD             WIDT
 DH8293
 DH8293                          STATION DESCRIPTION
 DH8293
 DH8293'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8293'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8293'STATION FROM THE JUNCTION OF STATE HIGHWAY 133 WITH COUNTY HIGHWAY
 DH8293'NORTH SOUTH ABOUT 10 MI (16.09 KM) EAST OF THE VILLAGE OF CASSVILLE,
 DH8293'GO SOUTH-SOUTHEAST ON STATE HIGHWAY 133 FOR 0.5 MI (0.8 KM) TO HAPPY
 DH8293'LANE ON THE RIGHT, CONTINUE SOUTH-SOUTHEAST ON STATE HIGHWAY 133 FOR
 DH8293'0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8293'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8293'DISK SET IN THE SOUTHEAST WINGWALL OF A CATTLEPASS ABOUT 1 M (3.3 FT)
 DH8293'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.8 M (28.9 FT) SOUTH OF
 DH8293'THE CENTERLINE OF STATE HIGHWAY 133, 11 M (36.1 FT) EAST OF EXTENDED
 DH8293'CENTERLINE OF PRIVATE ENTRANCE --8062--, AND 0.7 M (2.3 FT) WEST OF A
 DH8293'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8293'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH8293
 DH8293                          STATION RECOVERY (2007)
 DH8293
 DH8293'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8294 ***********************************************************************
 DH8294  DESIGNATION -  1R05
 DH8294  PID         -  DH8294
 DH8294  STATE/COUNTY-  WI/GRANT
 DH8294  COUNTRY     -  US
 DH8294  USGS QUAD   -  BALLTOWN (2018)
 DH8294
 DH8294                         *CURRENT SURVEY CONTROL
 DH8294  ______________________________________________________________________
 DH8294* NAD 83(1986) POSITION- 42 41 36.8    (N) 090 50 41.9    (W)   HD_HELD2
 DH8294* NAVD 88 ORTHO HEIGHT -   190.163 (meters)      623.89  (feet) ADJUSTED
 DH8294  ______________________________________________________________________
 DH8294  GEOID HEIGHT    -        -32.332 (meters)                     GEOID18
 DH8294  DYNAMIC HEIGHT  -        190.108 (meters)      623.71  (feet) COMP
 DH8294  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 DH8294
 DH8294  VERT ORDER      -  SECOND    CLASS I
 DH8294
 DH8294.The horizontal coordinates were established by autonomous hand held GPS
 DH8294.observations and have an estimated accuracy of +/- 10 meters.
 DH8294
 DH8294.The orthometric height was determined by differential leveling and
 DH8294.adjusted by the WI DEPT OF TRANSP
 DH8294.in May 2012.
 DH8294
 DH8294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8294.GEOID18 height accuracy estimate available here.
 DH8294
 DH8294.Click photographs - Photos may exist for this station.
 DH8294
 DH8294.The dynamic height is computed by dividing the NAVD 88
 DH8294.geopotential number by the normal gravity value computed on the
 DH8294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8294.degrees latitude (g = 980.6199 gals.).
 DH8294
 DH8294.The modeled gravity was interpolated from observed gravity values.
 DH8294
 DH8294;                    North         East    Units  Estimated Accuracy
 DH8294;SPC WI S     -    77,399.      530,759.      MT  (+/- 10 meters HH2 GPS)
 DH8294
 DH8294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7652629037(NAD 83)
 DH8294
 DH8294                          SUPERSEDED SURVEY CONTROL
 DH8294
 DH8294  NAVD 88 (04/20/07)  190.159  (m)          623.88   (f) SUPERSEDED  2 1
 DH8294
 DH8294.Superseded values are not recommended for survey control.
 DH8294
 DH8294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8294.See file dsdata.pdf to determine how the superseded data were derived.
 DH8294
 DH8294_MARKER: DD = SURVEY DISK
 DH8294_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8294_SP_SET: BOX CULVERT WINGWALL
 DH8294_STAMPING: 1R05 2004
 DH8294_MARK LOGO: WIDT
 DH8294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8294+STABILITY: SURFACE MOTION
 DH8294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8294+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH8294
 DH8294  HISTORY     - Date     Condition        Report By
 DH8294  HISTORY     - 2004     MONUMENTED       WIDT
 DH8294  HISTORY     - 20071023 GOOD             WIDT
 DH8294
 DH8294                          STATION DESCRIPTION
 DH8294
 DH8294'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8294'OWNERSHIP--TOWN OF WATERLOO.  TO REACH THE STATION FROM THE JUNCTION
 DH8294'OF STATE HIGHWAY 133 WITH COUNTY HIGHWAY NORTH SOUTH ABOUT 13 MI
 DH8294'(20.92 KM) WEST-NORTHWEST OF THE VILLAGE OF DICKEYVILLE, GO WESTERLY
 DH8294'ON COUNTY HIGHWAY NORTH FOR 1.05 MI (1.69 KM) TO IRISH RIDGE ROAD ON
 DH8294'THE RIGHT, TURN RIGHT AND GO NORTH THEN WEST ON IRISH RIDGE ROAD FOR
 DH8294'0.3 MI (0.48 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8294'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8294'DISK SET IN THE SOUTHEAST WINGWALL OF A BOX CULVERT ABOUT LEVEL WITH
 DH8294'THE ROAD PAVEMENT.  THE STATION IS 5.0 M (16.4 FT) SOUTH OF THE
 DH8294'CENTERLINE OF IRISH RIDGE ROAD, 9.9 M (32.5 FT) EAST OF THE WEST END
 DH8294'OF THE SOUTH GUARDRAIL AND 1.1 M (3.6 FT) WEST OF A WHITE PLASTIC
 DH8294'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8294'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES
 DH8294'FROM THE NORTHEAST TO THE NORTHWEST EXTENDING TO 30 DEGREES ABOVE THE
 DH8294'HORIZON.
 DH8294
 DH8294                          STATION RECOVERY (2007)
 DH8294
 DH8294'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8294'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 41.0 M WEST OF THE
 DH8294'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --8648--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8295 ***********************************************************************
 DH8295  DESIGNATION -  1R06
 DH8295  PID         -  DH8295
 DH8295  STATE/COUNTY-  WI/GRANT
 DH8295  COUNTRY     -  US
 DH8295  USGS QUAD   -  CASSVILLE (2018)
 DH8295
 DH8295                         *CURRENT SURVEY CONTROL
 DH8295  ______________________________________________________________________
 DH8295* NAD 83(1986) POSITION- 42 42 16.4    (N) 090 54 10.2    (W)   HD_HELD2
 DH8295* NAVD 88 ORTHO HEIGHT -   276.874 (meters)      908.38  (feet) ADJUSTED
 DH8295  ______________________________________________________________________
 DH8295  GEOID HEIGHT    -        -32.216 (meters)                     GEOID18
 DH8295  DYNAMIC HEIGHT  -        276.796 (meters)      908.12  (feet) COMP
 DH8295  MODELED GRAVITY -    980,330.9   (mgal)                       NAVD 88
 DH8295
 DH8295  VERT ORDER      -  SECOND    CLASS I
 DH8295
 DH8295.The horizontal coordinates were established by autonomous hand held GPS
 DH8295.observations and have an estimated accuracy of +/- 10 meters.
 DH8295
 DH8295.The orthometric height was determined by differential leveling and
 DH8295.adjusted by the WI DEPT OF TRANSP
 DH8295.in May 2012.
 DH8295
 DH8295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8295.GEOID18 height accuracy estimate available here.
 DH8295
 DH8295.Click photographs - Photos may exist for this station.
 DH8295
 DH8295.The dynamic height is computed by dividing the NAVD 88
 DH8295.geopotential number by the normal gravity value computed on the
 DH8295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8295.degrees latitude (g = 980.6199 gals.).
 DH8295
 DH8295.The modeled gravity was interpolated from observed gravity values.
 DH8295
 DH8295;                    North         East    Units  Estimated Accuracy
 DH8295;SPC WI S     -    78,671.      526,031.      MT  (+/- 10 meters HH2 GPS)
 DH8295
 DH8295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7175630139(NAD 83)
 DH8295
 DH8295                          SUPERSEDED SURVEY CONTROL
 DH8295
 DH8295  NAVD 88 (04/20/07)  276.870  (m)          908.36   (f) SUPERSEDED  2 1
 DH8295
 DH8295.Superseded values are not recommended for survey control.
 DH8295
 DH8295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8295.See file dsdata.pdf to determine how the superseded data were derived.
 DH8295
 DH8295_MARKER: DD = SURVEY DISK
 DH8295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8295_STAMPING: 1R06 2004
 DH8295_MARK LOGO: WIDT
 DH8295_PROJECTION: FLUSH
 DH8295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8295+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DH8295
 DH8295  HISTORY     - Date     Condition        Report By
 DH8295  HISTORY     - 2004     MONUMENTED       WIDT
 DH8295  HISTORY     - 20071023 GOOD             WIDT
 DH8295
 DH8295                          STATION DESCRIPTION
 DH8295
 DH8295'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8295'OWNERSHIP--TOWN OF WATERLOO.  TO REACH THE STATION FROM THE JUNCTION
 DH8295'OF STATE HIGHWAY 133 WITH COUNTY HIGHWAY Y ABOUT 5 MI (8.05 KM) EAST
 DH8295'OF THE VILLAGE OF CASSVILLE, GO WEST-SOUTHWEST ON STATE HIGHWAY 133
 DH8295'FOR 0.9 MI (1.45 KM) TO FAR-NUFF ROAD ON THE LEFT, TURN LEFT AND GO
 DH8295'SOUTH-SOUTHEAST ON FAR-NUFF ROAD FOR 0.7 MI (1.13 KM) TO IRISH RIDGE
 DH8295'ROAD ON THE LEFT, TURN LEFT AND GO EAST-SOUTHEAST ON IRISH RIDGE ROAD
 DH8295'FOR 0.6 MI (0.97 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8295'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8295'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH8295'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.8 M (28.9 FT) SOUTH OF
 DH8295'THE CENTERLINE OF IRISH RIDGE ROAD, 60.6 M (198.8 FT) WEST-SOUTHWEST
 DH8295'OF A WOOD POST FOR A --TRACTOR CROSSING-- SIGN, 9 M (29.5 FT) EAST OF
 DH8295'THE CENTER OF A FIELD ENTRANCE, 1.4 M (4.6 FT) NORTH OF A WIRE FENCE,
 DH8295'1.0 M (3.3 FT) EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DH8295'(3.3 FT) WEST-SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3
 DH8295'FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DH8295'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8295'HORIZON.
 DH8295
 DH8295                          STATION RECOVERY (2007)
 DH8295
 DH8295'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8295'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.20 MILE NORTHWEST
 DH8295'OF SHAMROCK LANE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8296 ***********************************************************************
 DH8296  DESIGNATION -  1R07
 DH8296  PID         -  DH8296
 DH8296  STATE/COUNTY-  WI/GRANT
 DH8296  COUNTRY     -  US
 DH8296  USGS QUAD   -  CASSVILLE (2018)
 DH8296
 DH8296                         *CURRENT SURVEY CONTROL
 DH8296  ______________________________________________________________________
 DH8296* NAD 83(1986) POSITION- 42 42 15.2    (N) 090 57 24.0    (W)   HD_HELD2
 DH8296* NAVD 88 ORTHO HEIGHT -   190.725 (meters)      625.74  (feet) ADJUSTED
 DH8296  ______________________________________________________________________
 DH8296  GEOID HEIGHT    -        -32.105 (meters)                     GEOID18
 DH8296  DYNAMIC HEIGHT  -        190.670 (meters)      625.56  (feet) COMP
 DH8296  MODELED GRAVITY -    980,331.7   (mgal)                       NAVD 88
 DH8296
 DH8296  VERT ORDER      -  SECOND    CLASS I
 DH8296
 DH8296.The horizontal coordinates were established by autonomous hand held GPS
 DH8296.observations and have an estimated accuracy of +/- 10 meters.
 DH8296
 DH8296.The orthometric height was determined by differential leveling and
 DH8296.adjusted by the WI DEPT OF TRANSP
 DH8296.in May 2012.
 DH8296
 DH8296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8296.GEOID18 height accuracy estimate available here.
 DH8296
 DH8296.Click photographs - Photos may exist for this station.
 DH8296
 DH8296.The dynamic height is computed by dividing the NAVD 88
 DH8296.geopotential number by the normal gravity value computed on the
 DH8296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8296.degrees latitude (g = 980.6199 gals.).
 DH8296
 DH8296.The modeled gravity was interpolated from observed gravity values.
 DH8296
 DH8296;                    North         East    Units  Estimated Accuracy
 DH8296;SPC WI S     -    78,683.      521,621.      MT  (+/- 10 meters HH2 GPS)
 DH8296
 DH8296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6734829994(NAD 83)
 DH8296
 DH8296                          SUPERSEDED SURVEY CONTROL
 DH8296
 DH8296  NAVD 88 (04/20/07)  190.720  (m)          625.72   (f) SUPERSEDED  2 1
 DH8296
 DH8296.Superseded values are not recommended for survey control.
 DH8296
 DH8296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8296.See file dsdata.pdf to determine how the superseded data were derived.
 DH8296
 DH8296_MARKER: DD = SURVEY DISK
 DH8296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8296_SP_SET: BOX CULVERT WINGWALL
 DH8296_STAMPING: 1R07 2004
 DH8296_MARK LOGO: WIDT
 DH8296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8296+STABILITY: SURFACE MOTION
 DH8296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8296+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DH8296
 DH8296  HISTORY     - Date     Condition        Report By
 DH8296  HISTORY     - 2004     MONUMENTED       WIDT
 DH8296  HISTORY     - 20071023 GOOD             WIDT
 DH8296
 DH8296                          STATION DESCRIPTION
 DH8296
 DH8296'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8296'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8296'STATION FROM THE JUNCTION OF STATE HIGHWAY 133 (AMELIA STREET) WITH
 DH8296'STATE HIGHWAY 81 (DENNISTON STREET) IN THE VILLAGE OF CASSVILLE, GO
 DH8296'SOUTHEAST ON STATE HIGHWAY 133 (AMELIA STREET) FOR 1.8 MI (2.9 KM) TO
 DH8296'JACK OAK ROAD ON THE RIGHT, CONTINUE SOUTHEAST ON STATE HIGHWAY 133
 DH8296'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8296'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8296'STATION DISK SET IN THE NORTHWEST WINGWALL OF A BOX CULVERT ABOUT
 DH8296'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.7 M (18.7 FT) NORTH
 DH8296'OF THE CENTERLINE OF STATE HIGHWAY 133, 47 M (154.2 FT) WEST OF THE
 DH8296'CENTERLINE OF MILLBRANCH ROAD, 21.5 M (70.5 FT) EAST OF THE WEST END
 DH8296'OF THE NORTH GUARDRAIL AND 5.0 M (16.4 FT) SOUTHEAST OF A WHITE
 DH8296'PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8296'OBSERVATIONS DUE TO TREES IN THE NORTHWEST AND NORTHEAST EXTENDING TO
 DH8296'40 DEGREES, TREES IN THE SOUTHWEST EXTENDING TO 50 DEGREES AND TREES
 DH8296'IN THE SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8296
 DH8296                          STATION RECOVERY (2007)
 DH8296
 DH8296'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8298 ***********************************************************************
 DH8298  DESIGNATION -  1R09
 DH8298  PID         -  DH8298
 DH8298  STATE/COUNTY-  WI/GRANT
 DH8298  COUNTRY     -  US
 DH8298  USGS QUAD   -  BEETOWN (2018)
 DH8298
 DH8298                         *CURRENT SURVEY CONTROL
 DH8298  ______________________________________________________________________
 DH8298* NAD 83(1986) POSITION- 42 46 33.2    (N) 090 59 45.9    (W)   HD_HELD2
 DH8298* NAVD 88 ORTHO HEIGHT -   306.799 (meters)     1006.56  (feet) ADJUSTED
 DH8298  ______________________________________________________________________
 DH8298  GEOID HEIGHT    -        -32.003 (meters)                     GEOID18
 DH8298  DYNAMIC HEIGHT  -        306.711 (meters)     1006.27  (feet) COMP
 DH8298  MODELED GRAVITY -    980,325.5   (mgal)                       NAVD 88
 DH8298
 DH8298  VERT ORDER      -  SECOND    CLASS I
 DH8298
 DH8298.The horizontal coordinates were established by autonomous hand held GPS
 DH8298.observations and have an estimated accuracy of +/- 10 meters.
 DH8298
 DH8298.The orthometric height was determined by differential leveling and
 DH8298.adjusted by the WI DEPT OF TRANSP
 DH8298.in May 2012.
 DH8298
 DH8298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8298.GEOID18 height accuracy estimate available here.
 DH8298
 DH8298.Click photographs - Photos may exist for this station.
 DH8298
 DH8298.The dynamic height is computed by dividing the NAVD 88
 DH8298.geopotential number by the normal gravity value computed on the
 DH8298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8298.degrees latitude (g = 980.6199 gals.).
 DH8298
 DH8298.The modeled gravity was interpolated from observed gravity values.
 DH8298
 DH8298;                    North         East    Units  Estimated Accuracy
 DH8298;SPC WI S     -    86,681.      518,486.      MT  (+/- 10 meters HH2 GPS)
 DH8298
 DH8298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6393037875(NAD 83)
 DH8298
 DH8298                          SUPERSEDED SURVEY CONTROL
 DH8298
 DH8298  NAVD 88 (04/20/07)  306.794  (m)         1006.54   (f) SUPERSEDED  2 1
 DH8298
 DH8298.Superseded values are not recommended for survey control.
 DH8298
 DH8298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8298.See file dsdata.pdf to determine how the superseded data were derived.
 DH8298
 DH8298_MARKER: DD = SURVEY DISK
 DH8298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8298_STAMPING: 1R09 2004
 DH8298_MARK LOGO: WIDT
 DH8298_PROJECTION: FLUSH
 DH8298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8298+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DH8298
 DH8298  HISTORY     - Date     Condition        Report By
 DH8298  HISTORY     - 2004     MONUMENTED       WIDT
 DH8298  HISTORY     - 20071023 GOOD             WIDT
 DH8298
 DH8298                          STATION DESCRIPTION
 DH8298
 DH8298'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8298'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8298'STATION FROM THE JUNCTION OF STATE HIGHWAY 133 WITH COUNTY HIGHWAY V
 DH8298'WEST ABOUT 7 MI (11.27 KM) NORTH-NORTHEAST OF THE VILLAGE OF
 DH8298'CASSVILLE, GO SOUTHWEST ON STATE HIGHWAY 133 FOR 3.3 MI (5.31 KM) TO
 DH8298'TEXAS ROAD ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 133 FOR 0.2 MI
 DH8298'(0.32 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8298'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8298'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3
 DH8298'FT) ABOVE HIGHWAY PAVEMENT.  THE STATION IS 14.3 M (46.9 FT) SOUTHEAST
 DH8298'OF THE CENTERLINE OF STATE HIGHWAY 133, 37.6 M (123.4 FT) EAST OF THE
 DH8298'NORTHEAST END OF THE SOUTHEAST GUARDRAIL, 13 M (42.7 FT) SOUTHWEST OF
 DH8298'THE EXTENDED CENTER OF A FILED ENTRANCE, 0.8 M (2.6 FT) NORTHWEST OF A
 DH8298'WIRE FENCE, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST
 DH8298'AND 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DH8298'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING 10
 DH8298'DEGREES ABOVE THE HORIZON.
 DH8298
 DH8298                          STATION RECOVERY (2007)
 DH8298
 DH8298'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8298'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.10 MILE NORTHWEST
 DH8298'OF SETTLEMENT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8299 ***********************************************************************
 DH8299  DESIGNATION -  1R10
 DH8299  PID         -  DH8299
 DH8299  STATE/COUNTY-  WI/GRANT
 DH8299  COUNTRY     -  US
 DH8299  USGS QUAD   -  BEETOWN (2018)
 DH8299
 DH8299                         *CURRENT SURVEY CONTROL
 DH8299  ______________________________________________________________________
 DH8299* NAD 83(1986) POSITION- 42 47 30.5    (N) 090 59 53.5    (W)   HD_HELD2
 DH8299* NAVD 88 ORTHO HEIGHT -   274.164 (meters)      899.49  (feet) ADJUSTED
 DH8299  ______________________________________________________________________
 DH8299  GEOID HEIGHT    -        -31.989 (meters)                     GEOID18
 DH8299  DYNAMIC HEIGHT  -        274.085 (meters)      899.23  (feet) COMP
 DH8299  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 DH8299
 DH8299  VERT ORDER      -  SECOND    CLASS I
 DH8299
 DH8299.The horizontal coordinates were established by autonomous hand held GPS
 DH8299.observations and have an estimated accuracy of +/- 10 meters.
 DH8299
 DH8299.The orthometric height was determined by differential leveling and
 DH8299.adjusted by the WI DEPT OF TRANSP
 DH8299.in May 2012.
 DH8299
 DH8299.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8299.GEOID18 height accuracy estimate available here.
 DH8299
 DH8299.Click photographs - Photos may exist for this station.
 DH8299
 DH8299.The dynamic height is computed by dividing the NAVD 88
 DH8299.geopotential number by the normal gravity value computed on the
 DH8299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8299.degrees latitude (g = 980.6199 gals.).
 DH8299
 DH8299.The modeled gravity was interpolated from observed gravity values.
 DH8299
 DH8299;                    North         East    Units  Estimated Accuracy
 DH8299;SPC WI S     -    88,452.      518,335.      MT  (+/- 10 meters HH2 GPS)
 DH8299
 DH8299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6371639638(NAD 83)
 DH8299
 DH8299                          SUPERSEDED SURVEY CONTROL
 DH8299
 DH8299  NAVD 88 (04/20/07)  274.159  (m)          899.47   (f) SUPERSEDED  2 1
 DH8299
 DH8299.Superseded values are not recommended for survey control.
 DH8299
 DH8299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8299.See file dsdata.pdf to determine how the superseded data were derived.
 DH8299
 DH8299_MARKER: DD = SURVEY DISK
 DH8299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8299_SP_SET: BOX CULVERT WINGWALL
 DH8299_STAMPING: 1R10 2004
 DH8299_MARK LOGO: WIDT
 DH8299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8299+STABILITY: SURFACE MOTION
 DH8299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8299+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DH8299
 DH8299  HISTORY     - Date     Condition        Report By
 DH8299  HISTORY     - 2004     MONUMENTED       WIDT
 DH8299  HISTORY     - 20071023 GOOD             WIDT
 DH8299
 DH8299                          STATION DESCRIPTION
 DH8299
 DH8299'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8299'OWNERSHIP--TOWN OF GLEN HAVEN.  TO REACH THE STATION FROM THE JUNCTION
 DH8299'OF STATE HIGHWAY 133 WITH COUNTY HIGHWAY V WEST ABOUT 7 MI (11.27 KM)
 DH8299'NORTH-NORTHEAST OF THE VILLAGE OF CASSVILLE, GO WEST-NORTHWEST ON
 DH8299'COUNTY HIGHWAY V FOR 1.8 MI (2.9 KM) TO TEXAS ROAD, TURN LEFT AND GO
 DH8299'SOUTH ON TEXAS ROAD FOR 1.5 MI (2.41 KM) TO POWER ROAD, CONTINUE SOUTH
 DH8299'ON TEXAS ROAD FOR 0.6 MI (0.97 KM) TO THE STATION ON THE RIGHT.  THE
 DH8299'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8299'SURVEY CONTROL STATION DISK SET IN THE SOUTHWEST WINGWALL OF A BOX
 DH8299'CULVERT ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 3.8 M
 DH8299'(12.5 FT) WEST OF THE CENTERLINE OF TEXAS ROAD, 19 M (62.3 FT) SOUTH
 DH8299'OF THE CENTER OF A FIELD ENTRANCE, 14 M (45.9 FT) NORTH OF THE CENTER
 DH8299'OF A FIELD ENTRANCE AND 3.0 M (9.8 FT) NORTH OF A WHITE PLASTIC
 DH8299'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8299'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 DH8299'POLE TO THE NORTH AND SOUTH EXTENDS TO 30 DEGREES ABOVE THE HORIZON.
 DH8299
 DH8299                          STATION RECOVERY (2007)
 DH8299
 DH8299'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8299'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.40 MILE NORTH OF
 DH8299'RAMSEY ROAD, 0.10 MILE SOUTH OF PRIVATE ENTRANCE --7911--, AND 0.8 M
 DH8299'NORTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8300 ***********************************************************************
 DH8300  DESIGNATION -  1R11
 DH8300  PID         -  DH8300
 DH8300  STATE/COUNTY-  WI/GRANT
 DH8300  COUNTRY     -  US
 DH8300  USGS QUAD   -  GUTTENBERG (2018)
 DH8300
 DH8300                         *CURRENT SURVEY CONTROL
 DH8300  ______________________________________________________________________
 DH8300* NAD 83(1986) POSITION- 42 49 20.5    (N) 091 01 41.6    (W)   HD_HELD2
 DH8300* NAVD 88 ORTHO HEIGHT -   298.244 (meters)      978.49  (feet) ADJUSTED
 DH8300  ______________________________________________________________________
 DH8300  GEOID HEIGHT    -        -31.899 (meters)                     GEOID18
 DH8300  DYNAMIC HEIGHT  -        298.161 (meters)      978.22  (feet) COMP
 DH8300  MODELED GRAVITY -    980,336.0   (mgal)                       NAVD 88
 DH8300
 DH8300  VERT ORDER      -  SECOND    CLASS I
 DH8300
 DH8300.The horizontal coordinates were established by autonomous hand held GPS
 DH8300.observations and have an estimated accuracy of +/- 10 meters.
 DH8300
 DH8300.The orthometric height was determined by differential leveling and
 DH8300.adjusted by the WI DEPT OF TRANSP
 DH8300.in May 2012.
 DH8300
 DH8300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8300.GEOID18 height accuracy estimate available here.
 DH8300
 DH8300.Click photographs - Photos may exist for this station.
 DH8300
 DH8300.The dynamic height is computed by dividing the NAVD 88
 DH8300.geopotential number by the normal gravity value computed on the
 DH8300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8300.degrees latitude (g = 980.6199 gals.).
 DH8300
 DH8300.The modeled gravity was interpolated from observed gravity values.
 DH8300
 DH8300;                    North         East    Units  Estimated Accuracy
 DH8300;SPC WI S     -    91,875.      515,920.      MT  (+/- 10 meters HH2 GPS)
 DH8300
 DH8300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6118142974(NAD 83)
 DH8300
 DH8300                          SUPERSEDED SURVEY CONTROL
 DH8300
 DH8300  NAVD 88 (04/20/07)  298.238  (m)          978.47   (f) SUPERSEDED  2 1
 DH8300
 DH8300.Superseded values are not recommended for survey control.
 DH8300
 DH8300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8300.See file dsdata.pdf to determine how the superseded data were derived.
 DH8300
 DH8300_MARKER: DD = SURVEY DISK
 DH8300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8300_SP_SET: BOX CULVERT WINGWALL
 DH8300_STAMPING: 1R11 2004
 DH8300_MARK LOGO: WIDT
 DH8300_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8300+STABILITY: SURFACE MOTION
 DH8300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8300+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DH8300
 DH8300  HISTORY     - Date     Condition        Report By
 DH8300  HISTORY     - 2004     MONUMENTED       WIDT
 DH8300  HISTORY     - 20071023 GOOD             WIDT
 DH8300
 DH8300                          STATION DESCRIPTION
 DH8300
 DH8300'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8300'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8300'COUNTY HIGHWAY V AND COUNTY HIGHWAY VV SOUTH WITH COUNTY HIGHWAY VV
 DH8300'NORTH AND BADGER ROAD ABOUT 7 MI (11.27 KM) NORTH OF THE VILLAGE OF
 DH8300'CASSVILLE, GO EAST ON COUNTY HIGHWAY V FOR 0.05 MI (0.08 KM) TO THE
 DH8300'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8300'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8300'NORTHEAST WINGWALL OF A BOX CULVERT ABOUT 2 M (6.6 FT) BELOW THE
 DH8300'HIGHWAY PAVEMENT.  THE STATION IS 10.5 M (34.4 FT) NORTH OF THE
 DH8300'CENTERLINE OF COUNTY HIGHWAY V, 50.7 M (166.3 FT) EAST OF TELPHONE
 DH8300'PEDESTAL --D3A4-- , 21.5 M (70.5 FT) WEST OF POWER POLE --4-6W-13
 DH8300'29/27-- AND 1.2 M (3.9 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DH8300'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8300'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST
 DH8300'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8300
 DH8300                          STATION RECOVERY (2007)
 DH8300
 DH8300'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8301 ***********************************************************************
 DH8301  DESIGNATION -  1R12
 DH8301  PID         -  DH8301
 DH8301  STATE/COUNTY-  WI/GRANT
 DH8301  COUNTRY     -  US
 DH8301  USGS QUAD   -  GUTTENBERG (2018)
 DH8301
 DH8301                         *CURRENT SURVEY CONTROL
 DH8301  ______________________________________________________________________
 DH8301* NAD 83(1986) POSITION- 42 50 50.4    (N) 091 01 49.4    (W)   HD_HELD2
 DH8301* NAVD 88 ORTHO HEIGHT -   310.127 (meters)     1017.48  (feet) ADJUSTED
 DH8301  ______________________________________________________________________
 DH8301  GEOID HEIGHT    -        -31.874 (meters)                     GEOID18
 DH8301  DYNAMIC HEIGHT  -        310.042 (meters)     1017.20  (feet) COMP
 DH8301  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 DH8301
 DH8301  VERT ORDER      -  SECOND    CLASS I
 DH8301
 DH8301.The horizontal coordinates were established by autonomous hand held GPS
 DH8301.observations and have an estimated accuracy of +/- 10 meters.
 DH8301
 DH8301.The orthometric height was determined by differential leveling and
 DH8301.adjusted by the WI DEPT OF TRANSP
 DH8301.in May 2012.
 DH8301
 DH8301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8301.GEOID18 height accuracy estimate available here.
 DH8301
 DH8301.Click photographs - Photos may exist for this station.
 DH8301
 DH8301.The dynamic height is computed by dividing the NAVD 88
 DH8301.geopotential number by the normal gravity value computed on the
 DH8301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8301.degrees latitude (g = 980.6199 gals.).
 DH8301
 DH8301.The modeled gravity was interpolated from observed gravity values.
 DH8301
 DH8301;                    North         East    Units  Estimated Accuracy
 DH8301;SPC WI S     -    94,652.      515,777.      MT  (+/- 10 meters HH2 GPS)
 DH8301
 DH8301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6093945743(NAD 83)
 DH8301
 DH8301                          SUPERSEDED SURVEY CONTROL
 DH8301
 DH8301  NAVD 88 (04/20/07)  310.122  (m)         1017.46   (f) SUPERSEDED  2 1
 DH8301
 DH8301.Superseded values are not recommended for survey control.
 DH8301
 DH8301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8301.See file dsdata.pdf to determine how the superseded data were derived.
 DH8301
 DH8301_MARKER: DD = SURVEY DISK
 DH8301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8301_SP_SET: BOX CULVERT WINGWALL
 DH8301_STAMPING: 1R12 2004
 DH8301_MARK LOGO: WIDT
 DH8301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8301+STABILITY: SURFACE MOTION
 DH8301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8301+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DH8301
 DH8301  HISTORY     - Date     Condition        Report By
 DH8301  HISTORY     - 2004     MONUMENTED       WIDT
 DH8301  HISTORY     - 20071023 GOOD             WIDT
 DH8301
 DH8301                          STATION DESCRIPTION
 DH8301
 DH8301'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8301'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8301'COUNTY HIGHWAY A WITH COUNTY HIGHWAY VV ABOUT 5 MI (8.05 KM) WEST OF
 DH8301'THE VILLAGE OF BLOOMINGTON, GO SOUTH ON COUNTY HIGHWAY VV FOR 0.5 MI
 DH8301'(0.8 KM) TO COTTONWOOD ROAD, CONTINUE SOUTH ON COUNTY HIGHWAY VV FOR
 DH8301'1.2 MI (1.93 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8301'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8301'DISK SET IN THE NORTHWEST WINGWALL OF A BOX CULVERT ABOUT 3 M (9.8 FT)
 DH8301'BELOW HIGHWAY PAVEMENT.  THE STATION IS 14.5 M (47.6 FT) WEST OF THE
 DH8301'CENTERLINE OF COUNTY HIGHWAY VV, 45.7 M (149.9 FT) NORTH OF POWER POLE
 DH8301'--4-6W-1 25/10-- , 24 M (78.7 FT) SOUTH-SOUTHWEST OF THE CENTER OF A
 DH8301'FIELD ENTRANCE AND 3.0 M (9.8 FT) NORTH OF A WHITE PLASTIC WITNESS
 DH8301'POST.  ---NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8301'HIGHER THAN 20 DEGREES EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING 30
 DH8301'DEGREES ABOVE THE HORIZON.
 DH8301
 DH8301                          STATION RECOVERY (2007)
 DH8301
 DH8301'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8301'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.21 MILE NORTH OF
 DH8301'PRIDE ROAD AND 3.0 M SOUTH (NOT NORTH) OF A WHITE PLASTIC WITNESS
 DH8301'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8302 ***********************************************************************
 DH8302  DESIGNATION -  1R13
 DH8302  PID         -  DH8302
 DH8302  STATE/COUNTY-  WI/GRANT
 DH8302  COUNTRY     -  US
 DH8302  USGS QUAD   -  BRODTVILLE (2018)
 DH8302
 DH8302                         *CURRENT SURVEY CONTROL
 DH8302  ______________________________________________________________________
 DH8302* NAD 83(1986) POSITION- 42 52 45.11   (N) 091 04 29.40   (W)   HD_HELD1
 DH8302* NAVD 88 ORTHO HEIGHT -   192.555 (meters)      631.74  (feet) ADJUSTED
 DH8302  ______________________________________________________________________
 DH8302  GEOID HEIGHT    -        -31.778 (meters)                     GEOID18
 DH8302  DYNAMIC HEIGHT  -        192.504 (meters)      631.57  (feet) COMP
 DH8302  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 DH8302
 DH8302  VERT ORDER      -  SECOND    CLASS I
 DH8302
 DH8302.The horizontal coordinates were determined by differentially corrected
 DH8302.hand held GPS observations or other comparable positioning techniques
 DH8302.and have an estimated accuracy of +/- 3 meters.
 DH8302
 DH8302.The orthometric height was determined by differential leveling and
 DH8302.adjusted by the WI DEPT OF TRANSP
 DH8302.in May 2012.
 DH8302
 DH8302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8302.GEOID18 height accuracy estimate available here.
 DH8302
 DH8302.Click photographs - Photos may exist for this station.
 DH8302
 DH8302.The dynamic height is computed by dividing the NAVD 88
 DH8302.geopotential number by the normal gravity value computed on the
 DH8302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8302.degrees latitude (g = 980.6199 gals.).
 DH8302
 DH8302.The modeled gravity was interpolated from observed gravity values.
 DH8302
 DH8302;                    North         East    Units  Estimated Accuracy
 DH8302;SPC WI S     -    98,236.7     512,190.3     MT  (+/- 3 meters HH1 GPS) 
 DH8302
 DH8302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5722649197(NAD 83)
 DH8302
 DH8302                          SUPERSEDED SURVEY CONTROL
 DH8302
 DH8302  NAVD 88 (04/20/07)  192.549  (m)          631.72   (f) SUPERSEDED  2 1
 DH8302
 DH8302.Superseded values are not recommended for survey control.
 DH8302
 DH8302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8302.See file dsdata.pdf to determine how the superseded data were derived.
 DH8302
 DH8302_MARKER: DD = SURVEY DISK
 DH8302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8302_SP_SET: BRIDGE WINGWALL
 DH8302_STAMPING: 1R13 2004
 DH8302_MARK LOGO: WIDT
 DH8302_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8302+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 DH8302
 DH8302  HISTORY     - Date     Condition        Report By
 DH8302  HISTORY     - 2004     MONUMENTED       WIDT
 DH8302  HISTORY     - 20071024 GOOD             WIDT
 DH8302
 DH8302                          STATION DESCRIPTION
 DH8302
 DH8302'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8302'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8302'COUNTY HIGHWAY A WITH COUNTY HIGHWAY VV ABOUT 5 MI (8.05 KM) WEST OF
 DH8302'THE VILLAGE OF BLOOMINGTON, GO WEST-NORTHWEST ON COUNTY HIGHWAY A FOR
 DH8302'2.4 MI (3.86 KM) TO DUGWAY ROAD ON THE LEFT, CONTINUE NORTHWEST ON
 DH8302'COUNTY HIGHWAY A FOR 0.1 MI (0.16 KM) TO BRIDGE --B-22-127-82-- AND
 DH8302'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH8302'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8302'SOUTHERN MOST WINGWALL OF BRIDGE --B-22-127-82-- ABOUT LEVEL WITH THE
 DH8302'HIGHWAY PAVEMENT.  THE STATION IS 4.7 M (15.4 FT) SOUTHWEST OF THE
 DH8302'CENTERLINE OF COUNTY HIGHWAY A, 21.5 M (70.5 FT) NORTHWEST OF THE
 DH8302'SOUTHEAST END OF THE SOUTHWEST GUARDRAIL AND 1.8 M (5.9 FT)
 DH8302'NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8302'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DH8302'ABOVE THE HORIZON.
 DH8302
 DH8302                          STATION RECOVERY (2007)
 DH8302
 DH8302'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8303 ***********************************************************************
 DH8303  DESIGNATION -  1R14
 DH8303  PID         -  DH8303
 DH8303  STATE/COUNTY-  WI/GRANT
 DH8303  COUNTRY     -  US
 DH8303  USGS QUAD   -  BRODTVILLE (2018)
 DH8303
 DH8303                         *CURRENT SURVEY CONTROL
 DH8303  ______________________________________________________________________
 DH8303* NAD 83(1986) POSITION- 42 57 55.17   (N) 091 07 20.98   (W)   HD_HELD1
 DH8303* NAVD 88 ORTHO HEIGHT -   261.340 (meters)      857.41  (feet) ADJUSTED
 DH8303  ______________________________________________________________________
 DH8303  GEOID HEIGHT    -        -31.659 (meters)                     GEOID18
 DH8303  DYNAMIC HEIGHT  -        261.276 (meters)      857.20  (feet) COMP
 DH8303  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 DH8303
 DH8303  VERT ORDER      -  SECOND    CLASS I
 DH8303
 DH8303.The horizontal coordinates were determined by differentially corrected
 DH8303.hand held GPS observations or other comparable positioning techniques
 DH8303.and have an estimated accuracy of +/- 3 meters.
 DH8303
 DH8303.The orthometric height was determined by differential leveling and
 DH8303.adjusted by the WI DEPT OF TRANSP
 DH8303.in May 2012.
 DH8303
 DH8303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8303.GEOID18 height accuracy estimate available here.
 DH8303
 DH8303.Click photographs - Photos may exist for this station.
 DH8303
 DH8303.The dynamic height is computed by dividing the NAVD 88
 DH8303.geopotential number by the normal gravity value computed on the
 DH8303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8303.degrees latitude (g = 980.6199 gals.).
 DH8303
 DH8303.The modeled gravity was interpolated from observed gravity values.
 DH8303
 DH8303;                    North         East    Units  Estimated Accuracy
 DH8303;SPC WI S     -   107,854.9     508,425.6     MT  (+/- 3 meters HH1 GPS) 
 DH8303
 DH8303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5312058674(NAD 83)
 DH8303
 DH8303                          SUPERSEDED SURVEY CONTROL
 DH8303
 DH8303  NAVD 88 (04/20/07)  261.337  (m)          857.40   (f) SUPERSEDED  2 1
 DH8303
 DH8303.Superseded values are not recommended for survey control.
 DH8303
 DH8303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8303.See file dsdata.pdf to determine how the superseded data were derived.
 DH8303
 DH8303_MARKER: DD = SURVEY DISK
 DH8303_SETTING: 66 = SET IN ROCK OUTCROP
 DH8303_STAMPING: 1R14 2004
 DH8303_MARK LOGO: WIDT
 DH8303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8303+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 DH8303
 DH8303  HISTORY     - Date     Condition        Report By
 DH8303  HISTORY     - 2004     MONUMENTED       WIDT
 DH8303  HISTORY     - 20071024 GOOD             WIDT
 DH8303
 DH8303                          STATION DESCRIPTION
 DH8303
 DH8303'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8303'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8303'COUNTY HIGHWAY C WITH COUNTY HIGHWAY X ABOUT 5 MI (8.05 KM)
 DH8303'SOUTH-SOUTHEAST OF THE CITY OF PRAIRIE DU CHIEN, GO WEST THEN
 DH8303'SOUTHWEST ON COUNTY HIGHWAY X FOR 1.0 MI (1.61 KM) TO STATE PARK LANE
 DH8303'ON THE RIGHT, CONTINUE SOUTHWEST ON COUNTY HIGHWAY X FOR 0.7 MI (1.13
 DH8303'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8303'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8303'VERTICALLY IN A ROCK OUTCROP ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 DH8303'PAVEMENT.  THE STATION IS 8.7 M (28.5 FT) NORTHWEST OF THE CENTERLINE
 DH8303'OF COUNTY HIGHWAY X, 84.0 M (275.6 FT) SOUTHWEST OF THE TOP CENTER OF
 DH8303'A 1.8 M (5.9 FT) DIAMETER CORRUGATED METAL CULVERT PIPE, 48 M (157.5
 DH8303'FT) NORTHEAST OF THE SOUTHWEST END OF THE ROCK OUTCROP AND 1.0 M (3.3
 DH8303'FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS
 DH8303'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO BEING SET VERTICALLY IN A
 DH8303'ROCK OUTCROP.
 DH8303
 DH8303                          STATION RECOVERY (2007)
 DH8303
 DH8303'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8303'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M ABOVE GROUND
 DH8303'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8304 ***********************************************************************
 DH8304  DESIGNATION -  1R15
 DH8304  PID         -  DH8304
 DH8304  STATE/COUNTY-  WI/GRANT
 DH8304  COUNTRY     -  US
 DH8304  USGS QUAD   -  BRODTVILLE (2018)
 DH8304
 DH8304                         *CURRENT SURVEY CONTROL
 DH8304  ______________________________________________________________________
 DH8304* NAD 83(1986) POSITION- 42 59 16.69   (N) 091 03 55.44   (W)   HD_HELD1
 DH8304* NAVD 88 ORTHO HEIGHT -   195.121 (meters)      640.16  (feet) ADJUSTED
 DH8304  ______________________________________________________________________
 DH8304  GEOID HEIGHT    -        -31.828 (meters)                     GEOID18
 DH8304  DYNAMIC HEIGHT  -        195.071 (meters)      640.00  (feet) COMP
 DH8304  MODELED GRAVITY -    980,360.7   (mgal)                       NAVD 88
 DH8304
 DH8304  VERT ORDER      -  SECOND    CLASS I
 DH8304
 DH8304.The horizontal coordinates were determined by differentially corrected
 DH8304.hand held GPS observations or other comparable positioning techniques
 DH8304.and have an estimated accuracy of +/- 3 meters.
 DH8304
 DH8304.The orthometric height was determined by differential leveling and
 DH8304.adjusted by the WI DEPT OF TRANSP
 DH8304.in May 2012.
 DH8304
 DH8304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8304.GEOID18 height accuracy estimate available here.
 DH8304
 DH8304.Click photographs - Photos may exist for this station.
 DH8304
 DH8304.The dynamic height is computed by dividing the NAVD 88
 DH8304.geopotential number by the normal gravity value computed on the
 DH8304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8304.degrees latitude (g = 980.6199 gals.).
 DH8304
 DH8304.The modeled gravity was interpolated from observed gravity values.
 DH8304
 DH8304;                    North         East    Units  Estimated Accuracy
 DH8304;SPC WI S     -   110,309.1     513,115.3     MT  (+/- 3 meters HH1 GPS) 
 DH8304
 DH8304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5771861294(NAD 83)
 DH8304
 DH8304                          SUPERSEDED SURVEY CONTROL
 DH8304
 DH8304  NAVD 88 (04/20/07)  195.117  (m)          640.15   (f) SUPERSEDED  2 1
 DH8304
 DH8304.Superseded values are not recommended for survey control.
 DH8304
 DH8304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8304.See file dsdata.pdf to determine how the superseded data were derived.
 DH8304
 DH8304_MARKER: DD = SURVEY DISK
 DH8304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8304_SP_SET: BRIDGE WINGWALL
 DH8304_STAMPING: 1R15 2004
 DH8304_MARK LOGO: WIDT
 DH8304_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8304+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 DH8304
 DH8304  HISTORY     - Date     Condition        Report By
 DH8304  HISTORY     - 2004     MONUMENTED       WIDT
 DH8304  HISTORY     - 20071024 GOOD             WIDT
 DH8304
 DH8304                          STATION DESCRIPTION
 DH8304
 DH8304'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8304'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH8304'HIGHWAY 18 AND STATE HIGHWAY 35 WITH COUNTY HIGHWAY C ABOUT 5 MI (8.05
 DH8304'KM) SOUTHEAST OF THE CITY OF PRAIRIE DU CHIEN, GO WEST-SOUTHWEST ON
 DH8304'COUNTY HIGHWAY C FOR 1.0 MI (1.61 KM) TO MARKLEY HOLLOW ROAD ON THE
 DH8304'LEFT, CONTINUE SOUTHWEST ON COUNTY HIGHWAY C FOR 0.1 MI (0.16 KM) TO
 DH8304'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8304'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8304'IN THE NORTHEAST END OF THE NORTHWEST WINGWALL OF A BRIDGE ABOUT LEVEL
 DH8304'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.2 M (17.1 FT) NORTHWEST
 DH8304'OF THE CENTERLINE OF COUNTY HIGHWAY C, 31.4 M (103.0 FT) SOUTHWEST OF
 DH8304'THE NORTHEAST END OF THE NORTHWEST GUARDRAIL AND 3.7 M (12.1 FT)
 DH8304'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS
 DH8304'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE NORTHWEST
 DH8304'EXTENDING TO 70 DEGREES AND TREES TO THE SOUTH EXTENDING TO 60 DEGREES
 DH8304'ABOVE THE HORIZON.
 DH8304
 DH8304                          STATION RECOVERY (2007)
 DH8304
 DH8304'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8304'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.5 M SOUTHWEST OF
 DH8304'THE SOUTHWEST EDGE OF THE NORTHEAST OF FOUR BRIDGE PILLARS PROTRUDING
 DH8304'ABOVE HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8236 ***********************************************************************
 DH8236  DESIGNATION -  1S01
 DH8236  PID         -  DH8236
 DH8236  STATE/COUNTY-  WI/GRANT
 DH8236  COUNTRY     -  US
 DH8236  USGS QUAD   -  DUBUQUE NORTH (2018)
 DH8236
 DH8236                         *CURRENT SURVEY CONTROL
 DH8236  ______________________________________________________________________
 DH8236* NAD 83(1986) POSITION- 42 30 56.01   (N) 090 37 50.82   (W)   HD_HELD1
 DH8236* NAVD 88 ORTHO HEIGHT -   214.685 (meters)      704.35  (feet) ADJUSTED
 DH8236  ______________________________________________________________________
 DH8236  GEOID HEIGHT    -        -32.636 (meters)                     GEOID18
 DH8236  DYNAMIC HEIGHT  -        214.618 (meters)      704.13  (feet) COMP
 DH8236  MODELED GRAVITY -    980,307.2   (mgal)                       NAVD 88
 DH8236
 DH8236  VERT ORDER      -  SECOND    CLASS I
 DH8236
 DH8236.The horizontal coordinates were determined by differentially corrected
 DH8236.hand held GPS observations or other comparable positioning techniques
 DH8236.and have an estimated accuracy of +/- 3 meters.
 DH8236
 DH8236.The orthometric height was determined by differential leveling and
 DH8236.adjusted by the WI DEPT OF TRANSP
 DH8236.in May 2012.
 DH8236
 DH8236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8236.GEOID18 height accuracy estimate available here.
 DH8236
 DH8236.Click photographs - Photos may exist for this station.
 DH8236
 DH8236.The dynamic height is computed by dividing the NAVD 88
 DH8236.geopotential number by the normal gravity value computed on the
 DH8236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8236.degrees latitude (g = 980.6199 gals.).
 DH8236
 DH8236.The modeled gravity was interpolated from observed gravity values.
 DH8236
 DH8236;                    North         East    Units  Estimated Accuracy
 DH8236;SPC WI S     -    57,471.0     548,160.9     MT  (+/- 3 meters HH1 GPS) 
 DH8236
 DH8236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9462609740(NAD 83)
 DH8236
 DH8236                          SUPERSEDED SURVEY CONTROL
 DH8236
 DH8236  NAVD 88 (04/20/07)  214.684  (m)          704.34   (f) SUPERSEDED  2 1
 DH8236
 DH8236.Superseded values are not recommended for survey control.
 DH8236
 DH8236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8236.See file dsdata.pdf to determine how the superseded data were derived.
 DH8236
 DH8236_MARKER: DD = SURVEY DISK
 DH8236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8236_SP_SET: BRIDGE WINGWALL
 DH8236_STAMPING: 1S01 2004
 DH8236_MARK LOGO: WIDT
 DH8236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8236+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2010
 DH8236
 DH8236  HISTORY     - Date     Condition        Report By
 DH8236  HISTORY     - 2004     MONUMENTED       WIDT
 DH8236  HISTORY     - 20071022 GOOD             WIDT
 DH8236  HISTORY     - 20100204 GOOD             INDIV
 DH8236
 DH8236                          STATION DESCRIPTION
 DH8236
 DH8236'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8236'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8236'STATION FROM THE JUNCTION OF US HIGHWAY 61 AND US HIGHWAY 151 WITH
 DH8236'STATE HIGHWAY 11 ABOUT 3 MI (4.83 KM) EAST-NORTHEAST OF DUBUQUE, IOWA,
 DH8236'GO SOUTH THEN WEST ON US HIGHWAY 61 AND US HIGHWAY 151 FOR 1.0 MI
 DH8236'(1.61 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8236'WISCONSIN DEPARTMENT OF TRANSPORTATION DISK SET IN THE NORTHEAST
 DH8236'WINGWALL OF BRIDGE --B-22-6-82-- ABOUT LEVEL WITH THE HIGHWAY
 DH8236'PAVEMENT.  THE STATION IS 6.9 M (22.6 FT) NORTH OF THE CENTERLINE OF
 DH8236'WESTBOUND LANES OF US HIGHWAY 61 AND US HIGHWAY 151 AND 9.2 M (30.2
 DH8236'FT) WEST OF THE SOUTHERN MOST WOOD POST FOR A --MISSISSIPPI RIVER--
 DH8236'SIGN.  ---NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8236'HIGHER THAN 30 DEGREES ABOVE THE HORIZON.
 DH8236
 DH8236                          STATION RECOVERY (2007)
 DH8236
 DH8236'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8236'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M WEST OF A
 DH8236'WHITE PLASTIC WITNESS POST.
 DH8236
 DH8236                          STATION RECOVERY (2010)
 DH8236
 DH8236'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CLB)
 DH8236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8235 ***********************************************************************
 DH8235  DESIGNATION -  1S02
 DH8235  PID         -  DH8235
 DH8235  STATE/COUNTY-  WI/GRANT
 DH8235  COUNTRY     -  US
 DH8235  USGS QUAD   -  KIELER (2018)
 DH8235
 DH8235                         *CURRENT SURVEY CONTROL
 DH8235  ______________________________________________________________________
 DH8235* NAD 83(1986) POSITION- 42 32 08.38   (N) 090 36 41.45   (W)   HD_HELD1
 DH8235* NAVD 88 ORTHO HEIGHT -   270.878 (meters)      888.71  (feet) ADJUSTED
 DH8235  ______________________________________________________________________
 DH8235  GEOID HEIGHT    -        -32.661 (meters)                     GEOID18
 DH8235  DYNAMIC HEIGHT  -        270.793 (meters)      888.43  (feet) COMP
 DH8235  MODELED GRAVITY -    980,302.9   (mgal)                       NAVD 88
 DH8235
 DH8235  VERT ORDER      -  SECOND    CLASS I
 DH8235
 DH8235.The horizontal coordinates were determined by differentially corrected
 DH8235.hand held GPS observations or other comparable positioning techniques
 DH8235.and have an estimated accuracy of +/- 3 meters.
 DH8235
 DH8235.The orthometric height was determined by differential leveling and
 DH8235.adjusted by the WI DEPT OF TRANSP
 DH8235.in May 2012.
 DH8235
 DH8235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8235.GEOID18 height accuracy estimate available here.
 DH8235
 DH8235.Click photographs - Photos may exist for this station.
 DH8235
 DH8235.The dynamic height is computed by dividing the NAVD 88
 DH8235.geopotential number by the normal gravity value computed on the
 DH8235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8235.degrees latitude (g = 980.6199 gals.).
 DH8235
 DH8235.The modeled gravity was interpolated from observed gravity values.
 DH8235
 DH8235;                    North         East    Units  Estimated Accuracy
 DH8235;SPC WI S     -    59,692.4     549,760.9     MT  (+/- 3 meters HH1 GPS) 
 DH8235
 DH8235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9614612017(NAD 83)
 DH8235
 DH8235                          SUPERSEDED SURVEY CONTROL
 DH8235
 DH8235  NAVD 88 (04/20/07)  270.876  (m)          888.70   (f) SUPERSEDED  2 1
 DH8235
 DH8235.Superseded values are not recommended for survey control.
 DH8235
 DH8235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8235.See file dsdata.pdf to determine how the superseded data were derived.
 DH8235
 DH8235_MARKER: DD = SURVEY DISK
 DH8235_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8235_SP_SET: BRIDGE PARAPET
 DH8235_STAMPING: 1S02 2004
 DH8235_MARK LOGO: WIDT
 DH8235_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8235+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2010
 DH8235
 DH8235  HISTORY     - Date     Condition        Report By
 DH8235  HISTORY     - 2003     MONUMENTED       WIDT
 DH8235  HISTORY     - 20071022 GOOD             WIDT
 DH8235  HISTORY     - 20100204 GOOD             INDIV
 DH8235
 DH8235                          STATION DESCRIPTION
 DH8235
 DH8235'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8235'OWNERSHIP--TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61, US
 DH8235'HIGHWAY 151 AND STATE HIGHWAY 35 WITH COUNTY HIGHWAY HHH (EXIT 5)
 DH8235'ABOUT 3 MI (4.83 KM) SOUTH OF THE VILLAGE OF DICKEYVILLE, GO SOUTH ON
 DH8235'US HIGHWAY 61, US HIGHWAY 151 AND STATE HIGHWAY 35 FOR 1.7 MI (2.74
 DH8235'KM) TO EAGLE POINT ROAD (EXIT 2 OFF RAMP), CONTINUE WEST ON EAGLE
 DH8235'POINT ROAD FOR 0.35 MI (0.56 KM) TO BADGER ROAD ON THE LEFT, TURN LEFT
 DH8235'AND GO SOUTHERLY ON BADGER ROAD FOR 1.1 MI (1.77 KM) TO THE STATION ON
 DH8235'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8235'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE WEST
 DH8235'END OF THE NORTH BRIDGE PARAPET ABOUT 1 M (3.3 FT) ABOVE THE ROAD
 DH8235'PAVEMENT.  THE STATION IS 6.6 M (21.7 FT) NORTHEAST OF THE CENTERLINE
 DH8235'OF BADGER ROAD, 17.5 M (57.4 FT) SOUTHEAST OF A WOOD POST FOR A
 DH8235'--SOUTH 61-- SIGN, AND 4.3 M (14.1 FT) SOUTH-SOUTHEAST OF A WHITE
 DH8235'PLASTIC POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8235'OBSERVATIONS DUE TO A FENCE POST TO THE EAST EXTENDING TO 70 DEGREES
 DH8235'ABOVE THE HORIZON.
 DH8235
 DH8235                          STATION RECOVERY (2007)
 DH8235
 DH8235'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8235'RECOVERED IN GOOD CONDITION.
 DH8235
 DH8235                          STATION RECOVERY (2010)
 DH8235
 DH8235'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (CLB)
 DH8235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8287 ***********************************************************************
 DH8287  DESIGNATION -  1S03
 DH8287  PID         -  DH8287
 DH8287  STATE/COUNTY-  WI/GRANT
 DH8287  COUNTRY     -  US
 DH8287  USGS QUAD   -  KIELER (2018)
 DH8287
 DH8287                         *CURRENT SURVEY CONTROL
 DH8287  ______________________________________________________________________
 DH8287* NAD 83(1986) POSITION- 42 36 56.10   (N) 090 35 17.92   (W)   HD_HELD1
 DH8287* NAVD 88 ORTHO HEIGHT -   287.097 (meters)      941.92  (feet) ADJUSTED
 DH8287  ______________________________________________________________________
 DH8287  GEOID HEIGHT    -        -32.712 (meters)                     GEOID18
 DH8287  DYNAMIC HEIGHT  -        287.009 (meters)      941.63  (feet) COMP
 DH8287  MODELED GRAVITY -    980,308.3   (mgal)                       NAVD 88
 DH8287
 DH8287  VERT ORDER      -  SECOND    CLASS I
 DH8287
 DH8287.The horizontal coordinates were determined by differentially corrected
 DH8287.hand held GPS observations or other comparable positioning techniques
 DH8287.and have an estimated accuracy of +/- 3 meters.
 DH8287
 DH8287.The orthometric height was determined by differential leveling and
 DH8287.adjusted by the WI DEPT OF TRANSP
 DH8287.in May 2012.
 DH8287
 DH8287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8287.GEOID18 height accuracy estimate available here.
 DH8287
 DH8287.Click photographs - Photos may exist for this station.
 DH8287
 DH8287.The dynamic height is computed by dividing the NAVD 88
 DH8287.geopotential number by the normal gravity value computed on the
 DH8287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8287.degrees latitude (g = 980.6199 gals.).
 DH8287
 DH8287.The modeled gravity was interpolated from observed gravity values.
 DH8287
 DH8287;                    North         East    Units  Estimated Accuracy
 DH8287;SPC WI S     -    68,556.9     551,729.7     MT  (+/- 3 meters HH1 GPS) 
 DH8287
 DH8287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9779820946(NAD 83)
 DH8287
 DH8287                          SUPERSEDED SURVEY CONTROL
 DH8287
 DH8287  NAVD 88 (04/20/07)  287.093  (m)          941.90   (f) SUPERSEDED  2 1
 DH8287
 DH8287.Superseded values are not recommended for survey control.
 DH8287
 DH8287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8287.See file dsdata.pdf to determine how the superseded data were derived.
 DH8287
 DH8287_MARKER: DD = SURVEY DISK
 DH8287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8287_STAMPING: 1S03 2004
 DH8287_MARK LOGO: WIDT
 DH8287_PROJECTION: FLUSH
 DH8287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8287+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 DH8287
 DH8287  HISTORY     - Date     Condition        Report By
 DH8287  HISTORY     - 2004     MONUMENTED       WIDT
 DH8287  HISTORY     - 20071022 GOOD             WIDT
 DH8287
 DH8287                          STATION DESCRIPTION
 DH8287
 DH8287'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8287'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8287'LOCATED AT THE INTERSECTION OF US HIGHWAY 61, US HIGHWAY 151 AND STATE
 DH8287'HIGHWAY 35 WITH COUNTY HIGHWAY HH EAST ABOUT 1 MI (1.61 KM) SOUTH OF
 DH8287'THE VILLAGE OF DICKEYVILLE, THE STATION IS IN THE NORTHWEST QUADRANT
 DH8287'OF THE INTERSECTION.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8287'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8287'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DH8287'PAVEMENT.  THE STATION IS 20.9 M (68.6 FT) WEST OF THE CENTERLINE OF
 DH8287'THE SOUTHBOUND LANES OF US HIGHWAY 61, US HIGHWAY 151 AND STATE
 DH8287'HIGHWAY 35, 33.6 M (110.2 FT) SOUTHWEST OF A WOOD POST FOR A --SPEED
 DH8287'LIMIT 45-- SIGN, 9 M (29.5 FT) NORTH OF PRIVATE ENTRANCE --3127--, 1.6
 DH8287'M (5.2 FT) EAST OF A WOOD CORNER POST FOR A FENCE, 1.0 M (3.3 FT) EAST
 DH8287'OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE
 DH8287'PLASTIC WITNESS POST AND 1.0 M (3.3 FT) NORTHWEST OF A WHITE PLASTIC
 DH8287'WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8287'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8287
 DH8287                          STATION RECOVERY (2007)
 DH8287
 DH8287'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8287'RECOVERED IN GOOD CONDITION.  BECAUSE OF THE CONSTRUCTION OF A NEW
 DH8287'HIGHWAY ON RAMP, A NEW DESCRIPTION FOLLOWS.  TO REACH THE STATION FROM
 DH8287'THE JUNCTION OF US HIGHWAY 151 WITH US HIGHWAY 61, STATE HIGHWAY 35
 DH8287'AND COUNTY HIGHWAY HH APPROXIMATELY 1 MILE SOUTH OF THE VILLAGE OF
 DH8287'DICKEYVILLE, GO SOUTH ON THE SOUTHBOUND ON RAMP TO US HIGHWAY 151 FOR
 DH8287'0.13 MILE TO THE STATION ON THE RIGHT.
 DH8287'THE STATION IS 32.3 M WEST OF THE CENTERLINE OF THE SOUTHBOUND ON
 DH8287'RAMP, APPROXIMATELY 114 M NORTHWEST OF A --MERGE-- WOOD SIGN POST,
 DH8287'36.0 M NORTH AND 29.5 M SOUTH OF TWO POWER POLES WITH MULTIPLE GUY
 DH8287'WIRES, 20.5 M NORTH OF A WOOD RIGHT-OF-WAY FENCE POST WITH A PIPE
 DH8287'BRACE, 5.7 M SOUTHWEST AND 5.1 M WEST OF TWO YELLOW CARSONITE --
 DH8287'CAUTION GAS PIPELINE-- POSTS,
 DH8287'2.3 M SOUTHEAST OF A YELLOW CYLINDRICAL PLASTIC --CAUTION GAS
 DH8287'PIPELINE-- POST, 1.3 M EAST OF A WOOD RIGHT-OF-WAY FENCE POST, AND 1.0
 DH8287'M EAST, 1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC
 DH8287'WITNESS POSTS.  ---NOTE--- THERE ARE NO VISIBLE OBSTRUCTIONS AT THIS
 DH8287'STATION EXCEPT FOR POWER LINES OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8288 ***********************************************************************
 DH8288  DESIGNATION -  1S04
 DH8288  PID         -  DH8288
 DH8288  STATE/COUNTY-  WI/GRANT
 DH8288  COUNTRY     -  US
 DH8288  USGS QUAD   -  POTOSI (2018)
 DH8288
 DH8288                         *CURRENT SURVEY CONTROL
 DH8288  ______________________________________________________________________
 DH8288* NAD 83(1986) POSITION- 42 38 44.70   (N) 090 38 29.53   (W)   HD_HELD1
 DH8288* NAVD 88 ORTHO HEIGHT -   189.061 (meters)      620.28  (feet) ADJUSTED
 DH8288  ______________________________________________________________________
 DH8288  GEOID HEIGHT    -        -32.650 (meters)                     GEOID18
 DH8288  DYNAMIC HEIGHT  -        189.005 (meters)      620.09  (feet) COMP
 DH8288  MODELED GRAVITY -    980,321.3   (mgal)                       NAVD 88
 DH8288
 DH8288  VERT ORDER      -  SECOND    CLASS I
 DH8288
 DH8288.The horizontal coordinates were determined by differentially corrected
 DH8288.hand held GPS observations or other comparable positioning techniques
 DH8288.and have an estimated accuracy of +/- 3 meters.
 DH8288
 DH8288.The orthometric height was determined by differential leveling and
 DH8288.adjusted by the WI DEPT OF TRANSP
 DH8288.in May 2012.
 DH8288
 DH8288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8288.GEOID18 height accuracy estimate available here.
 DH8288
 DH8288.Click photographs - Photos may exist for this station.
 DH8288
 DH8288.The dynamic height is computed by dividing the NAVD 88
 DH8288.geopotential number by the normal gravity value computed on the
 DH8288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8288.degrees latitude (g = 980.6199 gals.).
 DH8288
 DH8288.The modeled gravity was interpolated from observed gravity values.
 DH8288
 DH8288;                    North         East    Units  Estimated Accuracy
 DH8288;SPC WI S     -    71,940.1     547,388.5     MT  (+/- 3 meters HH1 GPS) 
 DH8288
 DH8288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9333924173(NAD 83)
 DH8288
 DH8288                          SUPERSEDED SURVEY CONTROL
 DH8288
 DH8288  NAVD 88 (04/20/07)  189.057  (m)          620.26   (f) SUPERSEDED  2 1
 DH8288
 DH8288.Superseded values are not recommended for survey control.
 DH8288
 DH8288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8288.See file dsdata.pdf to determine how the superseded data were derived.
 DH8288
 DH8288_MARKER: DD = SURVEY DISK
 DH8288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8288_SP_SET: BRIDGE WINGWALL
 DH8288_STAMPING: 1S04 2004
 DH8288_MARK LOGO: WIDT
 DH8288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8288+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2007
 DH8288
 DH8288  HISTORY     - Date     Condition        Report By
 DH8288  HISTORY     - 2004     MONUMENTED       WIDT
 DH8288  HISTORY     - 20071016 GOOD             WIDT
 DH8288
 DH8288                          STATION DESCRIPTION
 DH8288
 DH8288'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8288'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8288'STATION FROM THE JUNCTION OF US HIGHWAY 151, US HIGHWAY 61 SOUTH AND
 DH8288'STATE HIGHWAY 35 SOUTH (SOUTH MAIN STREET) WITH US HIGHWAY 61 NORTH
 DH8288'AND STATE HIGHWAY 35 NORTH (WEST MAIN STREET) IN THE VILLAGE OF
 DH8288'DICKEYVILLE, GO NORTHWEST ON US HIGHWAY 61 NORTH AND STATE HIGHWAY 35
 DH8288'NORTH (WEST MAIN STREET) FOR 0.75 MI (1.21 KM) TO INDIAN CREEK ROAD ON
 DH8288'THE LEFT, CONTINUE NORTHWEST ON US HIGHWAY 61 NORTH AND STATE HIGHWAY
 DH8288'35 NORTH FOR 2.3 MI (3.7 KM) TO THE STATION ON THE LEFT.  THE STATION
 DH8288'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8288'CONTROL STATION DISK SET IN THE WESTERN MOST WINGWALL OF A BRIDGE
 DH8288'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.3 M (17.4 FT)
 DH8288'SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 61 AND STATE HIGHWAY 35, 33
 DH8288'M (108.3 FT) SOUTHEAST OF A PRIVATE ENTRANCE, AND 3.3 M (10.8 FT)
 DH8288'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DH8288'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8288'HORIZON.
 DH8288
 DH8288                          STATION RECOVERY (2007)
 DH8288
 DH8288'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8289 ***********************************************************************
 DH8289  DESIGNATION -  1S05
 DH8289  PID         -  DH8289
 DH8289  STATE/COUNTY-  WI/GRANT
 DH8289  COUNTRY     -  US
 DH8289  USGS QUAD   -  POTOSI (2018)
 DH8289
 DH8289                         *CURRENT SURVEY CONTROL
 DH8289  ______________________________________________________________________
 DH8289* NAD 83(1986) POSITION- 42 39 58.81   (N) 090 40 01.75   (W)   HD_HELD1
 DH8289* NAVD 88 ORTHO HEIGHT -   286.352 (meters)      939.47  (feet) ADJUSTED
 DH8289  ______________________________________________________________________
 DH8289  GEOID HEIGHT    -        -32.600 (meters)                     GEOID18
 DH8289  DYNAMIC HEIGHT  -        286.270 (meters)      939.20  (feet) COMP
 DH8289  MODELED GRAVITY -    980,325.4   (mgal)                       NAVD 88
 DH8289
 DH8289  VERT ORDER      -  SECOND    CLASS I
 DH8289
 DH8289.The horizontal coordinates were determined by differentially corrected
 DH8289.hand held GPS observations or other comparable positioning techniques
 DH8289.and have an estimated accuracy of +/- 3 meters.
 DH8289
 DH8289.The orthometric height was determined by differential leveling and
 DH8289.adjusted by the WI DEPT OF TRANSP
 DH8289.in May 2012.
 DH8289
 DH8289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8289.GEOID18 height accuracy estimate available here.
 DH8289
 DH8289.Click photographs - Photos may exist for this station.
 DH8289
 DH8289.The dynamic height is computed by dividing the NAVD 88
 DH8289.geopotential number by the normal gravity value computed on the
 DH8289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8289.degrees latitude (g = 980.6199 gals.).
 DH8289
 DH8289.The modeled gravity was interpolated from observed gravity values.
 DH8289
 DH8289;                    North         East    Units  Estimated Accuracy
 DH8289;SPC WI S     -    74,243.4     545,306.1     MT  (+/- 3 meters HH1 GPS) 
 DH8289
 DH8289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9117626401(NAD 83)
 DH8289
 DH8289                          SUPERSEDED SURVEY CONTROL
 DH8289
 DH8289  NAVD 88 (04/20/07)  286.348  (m)          939.46   (f) SUPERSEDED  2 1
 DH8289
 DH8289.Superseded values are not recommended for survey control.
 DH8289
 DH8289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8289.See file dsdata.pdf to determine how the superseded data were derived.
 DH8289
 DH8289_MARKER: DD = SURVEY DISK
 DH8289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8289_SP_SET: CATTLE PASS WINGWALL
 DH8289_STAMPING: 1S05 2004
 DH8289_MARK LOGO: WIDT
 DH8289_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8289+STABILITY: SURFACE MOTION
 DH8289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8289+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2007
 DH8289
 DH8289  HISTORY     - Date     Condition        Report By
 DH8289  HISTORY     - 2004     MONUMENTED       WIDT
 DH8289  HISTORY     - 20071016 GOOD             WIDT
 DH8289
 DH8289                          STATION DESCRIPTION
 DH8289
 DH8289'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8289'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8289'STATION FROM THE JUNCTION OF US HIGHWAY 61 AND STATE HIGHWAY 35 WITH
 DH8289'STATE HIGHWAY 133 AND COUNTY HIGHWAY O (TENNYSON STREET) IN THE
 DH8289'VILLAGE OF TENNYSON, GO SOUTHEAST ON US HIGHWAY 61 AND STATE HIGHWAY
 DH8289'35 FOR 1.7 MI (2.74 KM) TO RIVER LANE ROAD ON THE RIGHT, CONTINUE
 DH8289'SOUTHEAST ON US HIGHWAY 61 AND STATE HIGHWAY 35 FOR 0.3 MI (0.48 KM)
 DH8289'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8289'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8289'IN THE NORTHWEST END OF THE SOUTHWEST WINGWALL FOR A CATTLEPASS ABOUT
 DH8289'LEVEL WITH HIGHWAY PAVEMENT.  THE STATION IS 8.9 M (29.2 FT) SOUTHWEST
 DH8289'OF THE CENTERLINE OF US HIGHWAY 61 AND STATE HIGHWAY 35, 13 M (42.7
 DH8289'FT) NORTHWEST OF PRIVATE ENTRANCE --4517--, AND 0.6 M (2.0 FT)
 DH8289'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS
 DH8289'NOT SUITABLE FOR GPS DUE TO TREES TO THE NORTH AND SOUTH EXTENDING TO
 DH8289'40 AND 30 DEGREES ABOVE THE HORIZON RESPECTIVELY.
 DH8289
 DH8289                          STATION RECOVERY (2007)
 DH8289
 DH8289'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8310 ***********************************************************************
 DH8310  DESIGNATION -  1S06
 DH8310  PID         -  DH8310
 DH8310  STATE/COUNTY-  WI/GRANT
 DH8310  COUNTRY     -  US
 DH8310  USGS QUAD   -  POTOSI (2018)
 DH8310
 DH8310                         *CURRENT SURVEY CONTROL
 DH8310  ______________________________________________________________________
 DH8310* NAD 83(1986) POSITION- 42 42 02.78   (N) 090 41 23.43   (W)   HD_HELD1
 DH8310* NAVD 88 ORTHO HEIGHT -   278.179 (meters)      912.66  (feet) ADJUSTED
 DH8310  ______________________________________________________________________
 DH8310  GEOID HEIGHT    -        -32.557 (meters)                     GEOID18
 DH8310  DYNAMIC HEIGHT  -        278.097 (meters)      912.39  (feet) COMP
 DH8310  MODELED GRAVITY -    980,319.3   (mgal)                       NAVD 88
 DH8310
 DH8310  VERT ORDER      -  SECOND    CLASS I
 DH8310
 DH8310.The horizontal coordinates were determined by differentially corrected
 DH8310.hand held GPS observations or other comparable positioning techniques
 DH8310.and have an estimated accuracy of +/- 3 meters.
 DH8310
 DH8310.The orthometric height was determined by differential leveling and
 DH8310.adjusted by the WI DEPT OF TRANSP
 DH8310.in May 2012.
 DH8310
 DH8310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8310.GEOID18 height accuracy estimate available here.
 DH8310
 DH8310.Click photographs - Photos may exist for this station.
 DH8310
 DH8310.The dynamic height is computed by dividing the NAVD 88
 DH8310.geopotential number by the normal gravity value computed on the
 DH8310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8310.degrees latitude (g = 980.6199 gals.).
 DH8310
 DH8310.The modeled gravity was interpolated from observed gravity values.
 DH8310
 DH8310;                    North         East    Units  Estimated Accuracy
 DH8310;SPC WI S     -    78,083.8     543,477.7     MT  (+/- 3 meters HH1 GPS) 
 DH8310
 DH8310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8921230174(NAD 83)
 DH8310
 DH8310                          SUPERSEDED SURVEY CONTROL
 DH8310
 DH8310  NAVD 88 (04/20/07)  278.174  (m)          912.64   (f) SUPERSEDED  2 1
 DH8310
 DH8310.Superseded values are not recommended for survey control.
 DH8310
 DH8310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8310.See file dsdata.pdf to determine how the superseded data were derived.
 DH8310
 DH8310_MARKER: DD = SURVEY DISK
 DH8310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8310_SP_SET: CATTLE PASS WINGWALL
 DH8310_STAMPING: 1S06 2004
 DH8310_MARK LOGO: WIDT
 DH8310_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8310+STABILITY: SURFACE MOTION
 DH8310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8310+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2007
 DH8310
 DH8310  HISTORY     - Date     Condition        Report By
 DH8310  HISTORY     - 2004     MONUMENTED       WIDT
 DH8310  HISTORY     - 20071016 GOOD             WIDT
 DH8310
 DH8310                          STATION DESCRIPTION
 DH8310
 DH8310'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8310'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8310'STATION FROM THE JUNCTION OF US HIGHWAY 61 AND STATE HIGHWAY 35 WITH
 DH8310'STATE HIGHWAY 133 AND COUNTY HIGHWAY 0 (TENNYSON STREET) IN THE
 DH8310'VILLAGE OF TENNYSON, GO NORTHERLY ON US HIGHWAY 61 AND STATE HIGHWAY
 DH8310'35 FOR 0.6 MI (0.97 KM) TO COUNTY HIGHWAY U ON THE LEFT, CONTINUE
 DH8310'NORTH ON US HIGHWAY 61 AND STATE HIGHWAY 35 FOR 0.35 MI (0.56 KM) TO
 DH8310'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH8310'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8310'NORTHERN MOST WINGWALL OF A CATTLEPASS ABOUT 1 M (3.3 FT) BELOW THE
 DH8310'HIGHWAY PAVEMENT.  THE STATION IS 12.4 M (40.7 FT) NORTHWEST OF THE
 DH8310'CENTERLINE OF US HIGHWAY 61 AND STATE HIGHWAY 35 AND 1.0 M (3.3 FT)
 DH8310'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DH8310'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8310'HORIZON.
 DH8310
 DH8310                          STATION RECOVERY (2007)
 DH8310
 DH8310'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8310'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.20 MILE SOUTH OF
 DH8310'KEENE DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8312 ***********************************************************************
 DH8312  DESIGNATION -  1S08
 DH8312  PID         -  DH8312
 DH8312  STATE/COUNTY-  WI/GRANT
 DH8312  COUNTRY     -  US
 DH8312  USGS QUAD   -  LANCASTER (2018)
 DH8312
 DH8312                         *CURRENT SURVEY CONTROL
 DH8312  ______________________________________________________________________
 DH8312* NAD 83(1986) POSITION- 42 47 52.89   (N) 090 40 58.44   (W)   HD_HELD1
 DH8312* NAVD 88 ORTHO HEIGHT -   324.172 (meters)     1063.55  (feet) ADJUSTED
 DH8312  ______________________________________________________________________
 DH8312  GEOID HEIGHT    -        -32.572 (meters)                     GEOID18
 DH8312  DYNAMIC HEIGHT  -        324.080 (meters)     1063.25  (feet) COMP
 DH8312  MODELED GRAVITY -    980,327.7   (mgal)                       NAVD 88
 DH8312
 DH8312  VERT ORDER      -  SECOND    CLASS I
 DH8312
 DH8312.The horizontal coordinates were determined by differentially corrected
 DH8312.hand held GPS observations or other comparable positioning techniques
 DH8312.and have an estimated accuracy of +/- 3 meters.
 DH8312
 DH8312.The orthometric height was determined by differential leveling and
 DH8312.adjusted by the WI DEPT OF TRANSP
 DH8312.in May 2012.
 DH8312
 DH8312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8312.GEOID18 height accuracy estimate available here.
 DH8312
 DH8312.Click photographs - Photos may exist for this station.
 DH8312
 DH8312.The dynamic height is computed by dividing the NAVD 88
 DH8312.geopotential number by the normal gravity value computed on the
 DH8312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8312.degrees latitude (g = 980.6199 gals.).
 DH8312
 DH8312.The modeled gravity was interpolated from observed gravity values.
 DH8312
 DH8312;                    North         East    Units  Estimated Accuracy
 DH8312;SPC WI S     -    88,882.4     544,134.9     MT  (+/- 3 meters HH1 GPS) 
 DH8312
 DH8312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8948440990(NAD 83)
 DH8312
 DH8312                          SUPERSEDED SURVEY CONTROL
 DH8312
 DH8312  NAVD 88 (04/20/07)  324.167  (m)         1063.54   (f) SUPERSEDED  2 1
 DH8312
 DH8312.Superseded values are not recommended for survey control.
 DH8312
 DH8312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8312.See file dsdata.pdf to determine how the superseded data were derived.
 DH8312
 DH8312_MARKER: DD = SURVEY DISK
 DH8312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8312_STAMPING: 1S08 2004
 DH8312_MARK LOGO: WIDT
 DH8312_PROJECTION: FLUSH
 DH8312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8312+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 DH8312
 DH8312  HISTORY     - Date     Condition        Report By
 DH8312  HISTORY     - 2004     MONUMENTED       WIDT
 DH8312  HISTORY     - 20071016 GOOD             WIDT
 DH8312  HISTORY     - 20160511 GOOD             WIDT
 DH8312
 DH8312                          STATION DESCRIPTION
 DH8312
 DH8312'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8312'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8312'STATION FROM THE JUNCTION OF US HIGHWAY 61 AND STATE HIGHWAY 35 WITH
 DH8312'STATE HIGHWAY 81 EAST ABOUT 2 MI (3.22 KM) SOUTHEAST OF THE CITY OF
 DH8312'LANCASTER, GO SOUTH ON US HIGHWAY 61 AND STATE HIGHWAY 35 FOR 1.15 MI
 DH8312'(1.85 KM) TO HUDSON HOLLOW ROAD ON THE LEFT, CONTINUE SOUTH ON US
 DH8312'HIGHWAY 61 AND STATE HIGHWAY 35 FOR 0.05 MI (0.08 KM) TO THE STATION
 DH8312'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8312'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8312'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8312'THE STATION IS 14.3 M (46.9 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DH8312'61 AND STATE HIGHWAY 35, 57.2 M (187.7 FT) NORTHEAST OF POWERPOLE
 DH8312'--4-3W-26 51/48--, 37.5 M (123.0 FT) SOUTHEAST OF POWERPOLE --4-3W-26
 DH8312'51/50--, 1.3 M (4.3 FT) WEST OF A BARBED WIRE FENCE, 1.0 M (3.3 FT)
 DH8312'SOUTHWEST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) NORTHEAST OF
 DH8312'A WHITE PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A WHITE
 DH8312'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8312'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8312
 DH8312                          STATION RECOVERY (2007)
 DH8312
 DH8312'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8312'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS RECESSED 10 CM
 DH8312'BELOW GROUND LEVEL.
 DH8312
 DH8312                          STATION RECOVERY (2016)
 DH8312
 DH8312'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8312'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8313 ***********************************************************************
 DH8313  DESIGNATION -  1S09
 DH8313  PID         -  DH8313
 DH8313  STATE/COUNTY-  WI/GRANT
 DH8313  COUNTRY     -  US
 DH8313  USGS QUAD   -  LANCASTER (2018)
 DH8313
 DH8313                         *CURRENT SURVEY CONTROL
 DH8313  ______________________________________________________________________
 DH8313* NAD 83(1986) POSITION- 42 50 58.54   (N) 090 41 16.78   (W)   HD_HELD1
 DH8313* NAVD 88 ORTHO HEIGHT -   331.666 (meters)     1088.14  (feet) ADJUSTED
 DH8313  ______________________________________________________________________
 DH8313  GEOID HEIGHT    -        -32.576 (meters)                     GEOID18
 DH8313  DYNAMIC HEIGHT  -        331.570 (meters)     1087.83  (feet) COMP
 DH8313  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 DH8313
 DH8313  VERT ORDER      -  SECOND    CLASS I
 DH8313
 DH8313.The horizontal coordinates were determined by differentially corrected
 DH8313.hand held GPS observations or other comparable positioning techniques
 DH8313.and have an estimated accuracy of +/- 3 meters.
 DH8313
 DH8313.The orthometric height was determined by differential leveling and
 DH8313.adjusted by the WI DEPT OF TRANSP
 DH8313.in May 2012.
 DH8313
 DH8313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8313.GEOID18 height accuracy estimate available here.
 DH8313
 DH8313.Click photographs - Photos may exist for this station.
 DH8313
 DH8313.The dynamic height is computed by dividing the NAVD 88
 DH8313.geopotential number by the normal gravity value computed on the
 DH8313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8313.degrees latitude (g = 980.6199 gals.).
 DH8313
 DH8313.The modeled gravity was interpolated from observed gravity values.
 DH8313
 DH8313;                    North         East    Units  Estimated Accuracy
 DH8313;SPC WI S     -    94,614.3     543,765.5     MT  (+/- 3 meters HH1 GPS) 
 DH8313
 DH8313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8891046705(NAD 83)
 DH8313
 DH8313                          SUPERSEDED SURVEY CONTROL
 DH8313
 DH8313  NAVD 88 (04/20/07)  331.661  (m)         1088.12   (f) SUPERSEDED  2 1
 DH8313
 DH8313.Superseded values are not recommended for survey control.
 DH8313
 DH8313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8313.See file dsdata.pdf to determine how the superseded data were derived.
 DH8313
 DH8313_MARKER: DD = SURVEY DISK
 DH8313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8313_STAMPING: 1S09 2004
 DH8313_MARK LOGO: WIDT
 DH8313_PROJECTION: FLUSH
 DH8313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8313+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DH8313
 DH8313  HISTORY     - Date     Condition        Report By
 DH8313  HISTORY     - 2004     MONUMENTED       WIDT
 DH8313  HISTORY     - 20071016 GOOD             WIDT
 DH8313  HISTORY     - 20160511 GOOD             WIDT
 DH8313  HISTORY     - 20191106 GOOD             WIDT
 DH8313
 DH8313                          STATION DESCRIPTION
 DH8313
 DH8313'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8313'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8313'STATE HIGHWAY 129 WITH COUNTY HIGHWAY A ABOUT 1.0 MI (1.61 KM) EAST OF
 DH8313'THE CITY OF LANCASTER, GO WEST ON COUNTY HIGHWAY A FOR 0.15 MI (0.24
 DH8313'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8313'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8313'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH8313'HIGHWAY PAVEMENT.  THE STATION IS 13.1 M (43.0 FT) SOUTH OF THE
 DH8313'CENTERLINE OF COUNTY HIGHWAY A, 47.3 M (155.2 FT) EAST OF A WOOD POST
 DH8313'FOR A --STOP AHEAD--SIGN, 5 M (16.4 FT) WEST OF THE EXTENDED
 DH8313'CENTERLINE OF THE EASTERN ENTRANCE FOR --FN FEEDS INC.--, 3.8 M (12.5
 DH8313'FT) NORTH OF A WIRE FENCE, 1.0 M (3.3 FT) EAST-SOUTHEAST OF A WHITE
 DH8313'PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC
 DH8313'WITNESS POST AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DH8313'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8313'THAN 20 DEGREES ABOVE THE HORIZON.
 DH8313
 DH8313                          STATION RECOVERY (2007)
 DH8313
 DH8313'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8313'RECOVERED IN GOOD CONDITION.
 DH8313
 DH8313                          STATION RECOVERY (2016)
 DH8313
 DH8313'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8313'RECOVERED AS DESCRIBED.
 DH8313
 DH8313                          STATION RECOVERY (2019)
 DH8313
 DH8313'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DH8313'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8315 ***********************************************************************
 DH8315  DESIGNATION -  1S11
 DH8315  PID         -  DH8315
 DH8315  STATE/COUNTY-  WI/GRANT
 DH8315  COUNTRY     -  US
 DH8315  USGS QUAD   -  FENNIMORE (2018)
 DH8315
 DH8315                         *CURRENT SURVEY CONTROL
 DH8315  ______________________________________________________________________
 DH8315* NAD 83(1986) POSITION- 42 54 53.62   (N) 090 40 11.91   (W)   HD_HELD1
 DH8315* NAVD 88 ORTHO HEIGHT -   281.821 (meters)      924.61  (feet) ADJUSTED
 DH8315  ______________________________________________________________________
 DH8315  GEOID HEIGHT    -        -32.642 (meters)                     GEOID18
 DH8315  DYNAMIC HEIGHT  -        281.739 (meters)      924.34  (feet) COMP
 DH8315  MODELED GRAVITY -    980,322.4   (mgal)                       NAVD 88
 DH8315
 DH8315  VERT ORDER      -  SECOND    CLASS I
 DH8315
 DH8315.The horizontal coordinates were determined by differentially corrected
 DH8315.hand held GPS observations or other comparable positioning techniques
 DH8315.and have an estimated accuracy of +/- 3 meters.
 DH8315
 DH8315.The orthometric height was determined by differential leveling and
 DH8315.adjusted by the WI DEPT OF TRANSP
 DH8315.in May 2012.
 DH8315
 DH8315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8315.GEOID18 height accuracy estimate available here.
 DH8315
 DH8315.Click photographs - Photos may exist for this station.
 DH8315
 DH8315.The dynamic height is computed by dividing the NAVD 88
 DH8315.geopotential number by the normal gravity value computed on the
 DH8315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8315.degrees latitude (g = 980.6199 gals.).
 DH8315
 DH8315.The modeled gravity was interpolated from observed gravity values.
 DH8315
 DH8315;                    North         East    Units  Estimated Accuracy
 DH8315;SPC WI S     -   101,856.1     545,296.6     MT  (+/- 3 meters HH1 GPS) 
 DH8315
 DH8315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9018253997(NAD 83)
 DH8315
 DH8315                          SUPERSEDED SURVEY CONTROL
 DH8315
 DH8315  NAVD 88 (04/20/07)  281.816  (m)          924.59   (f) SUPERSEDED  2 1
 DH8315
 DH8315.Superseded values are not recommended for survey control.
 DH8315
 DH8315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8315.See file dsdata.pdf to determine how the superseded data were derived.
 DH8315
 DH8315_MARKER: DD = SURVEY DISK
 DH8315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8315_SP_SET: BRIDGE WINGWALL
 DH8315_STAMPING: 1S11 2004
 DH8315_MARK LOGO: WIDT
 DH8315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8315+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DH8315
 DH8315  HISTORY     - Date     Condition        Report By
 DH8315  HISTORY     - 2004     MONUMENTED       WIDT
 DH8315  HISTORY     - 20071016 GOOD             WIDT
 DH8315  HISTORY     - 20191106 GOOD             WIDT
 DH8315
 DH8315                          STATION DESCRIPTION
 DH8315
 DH8315'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8315'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8315'STATION FROM THE JUNCTION OF US HIGHWAY 61 WITH COUNTY HIGHWAY EAST
 DH8315'ABOUT 4 MI (6.44 KM) NORTHEAST OF THE CITY OF LANCASTER, GO NORTH ON
 DH8315'US HIGHWAY 61 FOR 1.0 MI (1.61 KM) TO THE STATION ON THE LEFT.  THE
 DH8315'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8315'SURVEY CONTROL STATION DISK SET IN THE NORTHWEST WINGWALL OF A BRIDGE
 DH8315'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.1 M (20.0 FT)
 DH8315'SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 61, 50 M (164.0 FT)
 DH8315'SOUTHEAST OF THE CENTERLINE OF ROGERS ROAD, AND 3.7 M (12.1 FT) EAST
 DH8315'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8315'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8315'HORIZON EXCEPT FOR A SIGN TO THE NORTH EXTENDING TO 40 DEGREES ABOVE
 DH8315'THE HORIZON.
 DH8315
 DH8315                          STATION RECOVERY (2007)
 DH8315
 DH8315'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8315'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M SOUTHEAST OF
 DH8315'A WHITE PLASTIC WITNESS POST.
 DH8315
 DH8315                          STATION RECOVERY (2019)
 DH8315
 DH8315'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DH8315'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8316 ***********************************************************************
 DH8316  DESIGNATION -  1S12
 DH8316  PID         -  DH8316
 DH8316  STATE/COUNTY-  WI/GRANT
 DH8316  COUNTRY     -  US
 DH8316  USGS QUAD   -  FENNIMORE (2018)
 DH8316
 DH8316                         *CURRENT SURVEY CONTROL
 DH8316  ______________________________________________________________________
 DH8316* NAD 83(1986) POSITION- 42 55 58.16   (N) 090 39 19.33   (W)   HD_HELD1
 DH8316* NAVD 88 ORTHO HEIGHT -   292.789 (meters)      960.59  (feet) ADJUSTED
 DH8316  ______________________________________________________________________
 DH8316  GEOID HEIGHT    -        -32.688 (meters)                     GEOID18
 DH8316  DYNAMIC HEIGHT  -        292.703 (meters)      960.31  (feet) COMP
 DH8316  MODELED GRAVITY -    980,321.6   (mgal)                       NAVD 88
 DH8316
 DH8316  VERT ORDER      -  SECOND    CLASS I
 DH8316
 DH8316.The horizontal coordinates were determined by differentially corrected
 DH8316.hand held GPS observations or other comparable positioning techniques
 DH8316.and have an estimated accuracy of +/- 3 meters.
 DH8316
 DH8316.The orthometric height was determined by differential leveling and
 DH8316.adjusted by the WI DEPT OF TRANSP
 DH8316.in May 2012.
 DH8316
 DH8316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8316.GEOID18 height accuracy estimate available here.
 DH8316
 DH8316.Click photographs - Photos may exist for this station.
 DH8316
 DH8316.The dynamic height is computed by dividing the NAVD 88
 DH8316.geopotential number by the normal gravity value computed on the
 DH8316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8316.degrees latitude (g = 980.6199 gals.).
 DH8316
 DH8316.The modeled gravity was interpolated from observed gravity values.
 DH8316
 DH8316;                    North         East    Units  Estimated Accuracy
 DH8316;SPC WI S     -   103,838.1     546,504.7     MT  (+/- 3 meters HH1 GPS) 
 DH8316
 DH8316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9131856021(NAD 83)
 DH8316
 DH8316                          SUPERSEDED SURVEY CONTROL
 DH8316
 DH8316  NAVD 88 (04/20/07)  292.783  (m)          960.57   (f) SUPERSEDED  2 1
 DH8316
 DH8316.Superseded values are not recommended for survey control.
 DH8316
 DH8316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8316.See file dsdata.pdf to determine how the superseded data were derived.
 DH8316
 DH8316_MARKER: DD = SURVEY DISK
 DH8316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8316_SP_SET: BRIDGE WINGWALL
 DH8316_STAMPING: 1S12 2004
 DH8316_MARK LOGO: WIDT
 DH8316_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8316+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DH8316
 DH8316  HISTORY     - Date     Condition        Report By
 DH8316  HISTORY     - 2004     MONUMENTED       WIDT
 DH8316  HISTORY     - 20071015 GOOD             WIDT
 DH8316  HISTORY     - 20191106 GOOD             WIDT
 DH8316
 DH8316                          STATION DESCRIPTION
 DH8316
 DH8316'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8316'OWNERSHIP--TOWN OF LIBERTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8316'US HIGHWAY 61 WITH COUNTY HIGHWAY EAST ABOUT 4 MI (6.44 KM) NORTHEAST
 DH8316'OF THE CITY OF LANCASTER, GO NORTH ON US HIGHWAY 61 FOR 2.45 MI (3.94
 DH8316'KM) TO PINE GROVE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON PINE
 DH8316'GROVE ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE
 DH8316'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8316'SURVEY CONTROL STATION DISK SET IN THE SOUTHERNMOST WINGWALL OF A
 DH8316'BRIDGE ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 4 M (13.1
 DH8316'FT) SOUTHEAST OF THE CENTERLINE OF PINE GROVE ROAD, 30.4 M (99.7 FT)
 DH8316'EAST-NORTHEAST OF A WOOD POST FOR A --RIGHT CURVE AHEAD-- SIGN, AND
 DH8316'1.3 M (4.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DH8316'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8316'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH AND
 DH8316'SOUTHWEST EXTENDING 30 DEGREES ABOVE THE HORIZON.
 DH8316
 DH8316                          STATION RECOVERY (2007)
 DH8316
 DH8316'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8316'RECOVERED IN GOOD CONDITION.
 DH8316
 DH8316                          STATION RECOVERY (2019)
 DH8316
 DH8316'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DH8316'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8237 ***********************************************************************
 DH8237  DESIGNATION -  1S46
 DH8237  PID         -  DH8237
 DH8237  STATE/COUNTY-  WI/GRANT
 DH8237  COUNTRY     -  US
 DH8237  USGS QUAD   -  PLATTEVILLE (2018)
 DH8237
 DH8237                         *CURRENT SURVEY CONTROL
 DH8237  ______________________________________________________________________
 DH8237* NAD 83(1986) POSITION- 42 37 47.5    (N) 090 26 08.1    (W)   HD_HELD2
 DH8237* NAVD 88 ORTHO HEIGHT -   308.595 (meters)     1012.45  (feet) ADJUSTED
 DH8237  ______________________________________________________________________
 DH8237  GEOID HEIGHT    -        -32.868 (meters)                     GEOID18
 DH8237  DYNAMIC HEIGHT  -        308.499 (meters)     1012.13  (feet) COMP
 DH8237  MODELED GRAVITY -    980,302.0   (mgal)                       NAVD 88
 DH8237
 DH8237  VERT ORDER      -  SECOND    CLASS I
 DH8237
 DH8237.The horizontal coordinates were established by autonomous hand held GPS
 DH8237.observations and have an estimated accuracy of +/- 10 meters.
 DH8237
 DH8237.The orthometric height was determined by differential leveling and
 DH8237.adjusted by the WI DEPT OF TRANSP
 DH8237.in May 2012.
 DH8237
 DH8237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8237.GEOID18 height accuracy estimate available here.
 DH8237
 DH8237.Click photographs - Photos may exist for this station.
 DH8237
 DH8237.The dynamic height is computed by dividing the NAVD 88
 DH8237.geopotential number by the normal gravity value computed on the
 DH8237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8237.degrees latitude (g = 980.6199 gals.).
 DH8237
 DH8237.The modeled gravity was interpolated from observed gravity values.
 DH8237
 DH8237;                    North         East    Units  Estimated Accuracy
 DH8237;SPC WI S     -    70,066.      564,269.      MT  (+/- 10 meters HH2 GPS)
 DH8237
 DH8237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1027722900(NAD 83)
 DH8237
 DH8237                          SUPERSEDED SURVEY CONTROL
 DH8237
 DH8237  NAVD 88 (04/20/07)  308.590  (m)         1012.43   (f) SUPERSEDED  2 1
 DH8237
 DH8237.Superseded values are not recommended for survey control.
 DH8237
 DH8237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8237.See file dsdata.pdf to determine how the superseded data were derived.
 DH8237
 DH8237_MARKER: DD = SURVEY DISK
 DH8237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8237_STAMPING: 1S46 2004
 DH8237_MARK LOGO: WIDT
 DH8237_PROJECTION: FLUSH
 DH8237_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8237+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2007
 DH8237
 DH8237  HISTORY     - Date     Condition        Report By
 DH8237  HISTORY     - 2004     MONUMENTED       WIDT
 DH8237  HISTORY     - 20071017 GOOD             WIDT
 DH8237
 DH8237                          STATION DESCRIPTION
 DH8237
 DH8237'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8237'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8237'STATION FROM THE JUNCTION OF STATE HIGHWAY 80 WITH STATE HIGHWAY 81
 DH8237'EAST AND PATCH ROAD ABOUT 5 MI (8.05 KM) SOUTH OF THE CITY OF
 DH8237'PLATTEVILLE, GO SOUTH ON STATE HIGHWAY 80 FOR 1.5 MI (2.41 KM) TO LONE
 DH8237'ROAD ON THE RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 80 FOR 1.1 MI (1.77
 DH8237'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8237'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8237'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE
 DH8237'THE HIGHWAY PAVEMENT.  THE STATION IS 14.7 M (48.2 FT) EAST OF THE
 DH8237'CENTERLINE OF STATE HIGHWAY 80, 175 M (574.1 FT) SOUTH OF THE
 DH8237'CENTERLINE OF PRIVATE ENTRANCE --3512--, 4 M (13.1 FT) WEST OF A
 DH8237'CULTIVATED FIELD, 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST,
 DH8237'1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST, AND 1.0 M
 DH8237'(3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8237'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8237'ABOVE THE HORIZON.
 DH8237
 DH8237                          STATION RECOVERY (2007)
 DH8237
 DH8237'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8237'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTHEAST AND
 DH8237'1.0 M NORTHEAST OF TWO WHITE PLASTIC WITNESS POSTS.  ---NOTE--- THE
 DH8237'MONUMENT IS RECESSED 10 CM BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8238 ***********************************************************************
 DH8238  DESIGNATION -  1S47
 DH8238  PID         -  DH8238
 DH8238  STATE/COUNTY-  WI/GRANT
 DH8238  COUNTRY     -  US
 DH8238  USGS QUAD   -  PLATTEVILLE (2018)
 DH8238
 DH8238                         *CURRENT SURVEY CONTROL
 DH8238  ______________________________________________________________________
 DH8238* NAD 83(1986) POSITION- 42 39 27.8    (N) 090 26 09.0    (W)   HD_HELD2
 DH8238* NAVD 88 ORTHO HEIGHT -   307.501 (meters)     1008.86  (feet) ADJUSTED
 DH8238  ______________________________________________________________________
 DH8238  GEOID HEIGHT    -        -32.865 (meters)                     GEOID18
 DH8238  DYNAMIC HEIGHT  -        307.406 (meters)     1008.55  (feet) COMP
 DH8238  MODELED GRAVITY -    980,306.3   (mgal)                       NAVD 88
 DH8238
 DH8238  VERT ORDER      -  SECOND    CLASS I
 DH8238
 DH8238.The horizontal coordinates were established by autonomous hand held GPS
 DH8238.observations and have an estimated accuracy of +/- 10 meters.
 DH8238
 DH8238.The orthometric height was determined by differential leveling and
 DH8238.adjusted by the WI DEPT OF TRANSP
 DH8238.in May 2012.
 DH8238
 DH8238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8238.GEOID18 height accuracy estimate available here.
 DH8238
 DH8238.Click photographs - Photos may exist for this station.
 DH8238
 DH8238.The dynamic height is computed by dividing the NAVD 88
 DH8238.geopotential number by the normal gravity value computed on the
 DH8238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8238.degrees latitude (g = 980.6199 gals.).
 DH8238
 DH8238.The modeled gravity was interpolated from observed gravity values.
 DH8238
 DH8238;                    North         East    Units  Estimated Accuracy
 DH8238;SPC WI S     -    73,161.      564,265.      MT  (+/- 10 meters HH2 GPS)
 DH8238
 DH8238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1016325994(NAD 83)
 DH8238
 DH8238                          SUPERSEDED SURVEY CONTROL
 DH8238
 DH8238  NAVD 88 (04/20/07)  307.495  (m)         1008.84   (f) SUPERSEDED  2 1
 DH8238
 DH8238.Superseded values are not recommended for survey control.
 DH8238
 DH8238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8238.See file dsdata.pdf to determine how the superseded data were derived.
 DH8238
 DH8238_MARKER: DD = SURVEY DISK
 DH8238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8238_STAMPING: 1S47 2004
 DH8238_MARK LOGO: WIDT
 DH8238_PROJECTION: FLUSH
 DH8238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8238+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2007
 DH8238
 DH8238  HISTORY     - Date     Condition        Report By
 DH8238  HISTORY     - 2003     MONUMENTED       WIDT
 DH8238  HISTORY     - 20071017 GOOD             WIDT
 DH8238
 DH8238                          STATION DESCRIPTION
 DH8238
 DH8238'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8238'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8238'STATION FROM THE JUNCTION OF STATE HIGHWAY 80 WITH STATE HIGHWAY 81
 DH8238'EAST ABOUT 5 MI (8.05 KM) SOUTH OF THE CITY OF PLATTEVILLE, GO SOUTH
 DH8238'ON STATE HIGHWAY 80 FOR 0.5 MI (0.8 KM) TO PRAIRIE ROAD ON THE RIGHT,
 DH8238'CONTINUE SOUTH ON STATE HIGHWAY 80 FOR 0.15 MI (0.24 KM) TO THE
 DH8238'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8238'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8238'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8238'THE STATION IS 12.5 M (41.0 FT) WEST OF THE CENTERLINE OF STATE
 DH8238'HIGHWAY 80, 19.5 M (64.0 FT) WEST-SOUTHWEST OF THE SOUTHERN END OF A
 DH8238'GUARD RAIL, 13.8 M (45.3 FT) NORTH-NORTHWEST OF A WOOD POST FOR A --NO
 DH8238'PASSING ZONE-- SIGN, 2 M (6.6 FT) EAST OF A CULTIVATED FIELD, 1.0 M
 DH8238'(3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT)
 DH8238'SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) NORTHWEST
 DH8238'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8238'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8238'HORIZON.
 DH8238
 DH8238                          STATION RECOVERY (2007)
 DH8238
 DH8238'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8239 ***********************************************************************
 DH8239  DESIGNATION -  1S48
 DH8239  PID         -  DH8239
 DH8239  STATE/COUNTY-  WI/GRANT
 DH8239  COUNTRY     -  US
 DH8239  USGS QUAD   -  PLATTEVILLE (2018)
 DH8239
 DH8239                         *CURRENT SURVEY CONTROL
 DH8239  ______________________________________________________________________
 DH8239* NAD 83(1986) POSITION- 42 42 40.4    (N) 090 26 30.6    (W)   HD_HELD2
 DH8239* NAVD 88 ORTHO HEIGHT -   292.599 (meters)      959.97  (feet) ADJUSTED
 DH8239  ______________________________________________________________________
 DH8239  GEOID HEIGHT    -        -32.868 (meters)                     GEOID18
 DH8239  DYNAMIC HEIGHT  -        292.512 (meters)      959.68  (feet) COMP
 DH8239  MODELED GRAVITY -    980,313.2   (mgal)                       NAVD 88
 DH8239
 DH8239  VERT ORDER      -  SECOND    CLASS I
 DH8239
 DH8239.The horizontal coordinates were established by autonomous hand held GPS
 DH8239.observations and have an estimated accuracy of +/- 10 meters.
 DH8239
 DH8239.The orthometric height was determined by differential leveling and
 DH8239.adjusted by the WI DEPT OF TRANSP
 DH8239.in May 2012.
 DH8239
 DH8239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8239.GEOID18 height accuracy estimate available here.
 DH8239
 DH8239.Click photographs - Photos may exist for this station.
 DH8239
 DH8239.The dynamic height is computed by dividing the NAVD 88
 DH8239.geopotential number by the normal gravity value computed on the
 DH8239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8239.degrees latitude (g = 980.6199 gals.).
 DH8239
 DH8239.The modeled gravity was interpolated from observed gravity values.
 DH8239
 DH8239;                    North         East    Units  Estimated Accuracy
 DH8239;SPC WI S     -    79,107.      563,804.      MT  (+/- 10 meters HH2 GPS)
 DH8239
 DH8239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0949131920(NAD 83)
 DH8239
 DH8239                          SUPERSEDED SURVEY CONTROL
 DH8239
 DH8239  NAVD 88 (04/20/07)  292.593  (m)          959.95   (f) SUPERSEDED  2 1
 DH8239
 DH8239.Superseded values are not recommended for survey control.
 DH8239
 DH8239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8239.See file dsdata.pdf to determine how the superseded data were derived.
 DH8239
 DH8239_MARKER: DD = SURVEY DISK
 DH8239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8239_SP_SET: BOX CULVERT WINGWALL
 DH8239_STAMPING: 1S48 2004
 DH8239_MARK LOGO: WIDT
 DH8239_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8239+STABILITY: SURFACE MOTION
 DH8239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8239+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2007
 DH8239
 DH8239  HISTORY     - Date     Condition        Report By
 DH8239  HISTORY     - 2003     MONUMENTED       WIDT
 DH8239  HISTORY     - 20071017 GOOD             WIDT
 DH8239
 DH8239                          STATION DESCRIPTION
 DH8239
 DH8239'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8239'OWNERSHIP--TOWN OF PLATTEVILLE.  TO REACH THE STATION FROM THE
 DH8239'JUNCTION OF STATE HIGHWAY 80 AND STATE HIGHWAY 81 WEST WITH STATE
 DH8239'HIGHWAY 81 EAST AND PATCH ROAD ABOUT 5 MI (8.05 KM) SOUTHEAST OF THE
 DH8239'CITY OF PLATTEVILLE, GO NORTH THEN NORTHWEST ON STATE HIGHWAY 80 AND
 DH8239'STATE HIGHWAY 81 WEST FOR 3.35 MI (5.39 KM) TO COLLEGE FARM ROAD, TURN
 DH8239'RIGHT AND GO EAST FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.  THE
 DH8239'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION DISK SET IN
 DH8239'THE NORTHWEST WINGWALL OF A BOX CULVERT ABOUT 0.05 M (0.2 FT) BELOW
 DH8239'THE ROAD PAVEMENT.  THE STATION IS 5.6 M (18.4 FT) NORTH OF THE
 DH8239'CENTERLINE OF COLLEGE FARM ROAD, 20 M (65.6 FT) WEST OF THE EXTENDED
 DH8239'CENTERLINE FOR A FIELD ENTRANCE, AND 1.0 M (3.3 FT) EAST OF A WHITE
 DH8239'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8239'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES EXCEPT FOR POWERLINES
 DH8239'OVERHEAD.
 DH8239
 DH8239                          STATION RECOVERY (2007)
 DH8239
 DH8239'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8239'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 74.5 M EAST OF
 DH8239'PRIVATE ENTRANCE --452-- AND 0.3 M EAST OF A WHITE PLASTIC WITNESS
 DH8239'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8240 ***********************************************************************
 DH8240  DESIGNATION -  1S49
 DH8240  PID         -  DH8240
 DH8240  STATE/COUNTY-  WI/LAFAYETTE
 DH8240  COUNTRY     -  US
 DH8240  USGS QUAD   -  PLATTEVILLE (2018)
 DH8240
 DH8240                         *CURRENT SURVEY CONTROL
 DH8240  ______________________________________________________________________
 DH8240* NAD 83(1986) POSITION- 42 43 01.1    (N) 090 24 38.9    (W)   HD_HELD2
 DH8240* NAVD 88 ORTHO HEIGHT -   324.279 (meters)     1063.91  (feet) ADJUSTED
 DH8240  ______________________________________________________________________
 DH8240  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 DH8240  DYNAMIC HEIGHT  -        324.182 (meters)     1063.59  (feet) COMP
 DH8240  MODELED GRAVITY -    980,311.8   (mgal)                       NAVD 88
 DH8240
 DH8240  VERT ORDER      -  SECOND    CLASS I
 DH8240
 DH8240.The horizontal coordinates were established by autonomous hand held GPS
 DH8240.observations and have an estimated accuracy of +/- 10 meters.
 DH8240
 DH8240.The orthometric height was determined by differential leveling and
 DH8240.adjusted by the WI DEPT OF TRANSP
 DH8240.in May 2012.
 DH8240
 DH8240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8240.GEOID18 height accuracy estimate available here.
 DH8240
 DH8240.Click photographs - Photos may exist for this station.
 DH8240
 DH8240.The dynamic height is computed by dividing the NAVD 88
 DH8240.geopotential number by the normal gravity value computed on the
 DH8240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8240.degrees latitude (g = 980.6199 gals.).
 DH8240
 DH8240.The modeled gravity was interpolated from observed gravity values.
 DH8240
 DH8240;                    North         East    Units  Estimated Accuracy
 DH8240;SPC WI S     -    79,733.      566,349.      MT  (+/- 10 meters HH2 GPS)
 DH8240
 DH8240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1201232636(NAD 83)
 DH8240
 DH8240                          SUPERSEDED SURVEY CONTROL
 DH8240
 DH8240  NAVD 88 (04/20/07)  324.273  (m)         1063.89   (f) SUPERSEDED  2 1
 DH8240
 DH8240.Superseded values are not recommended for survey control.
 DH8240
 DH8240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8240.See file dsdata.pdf to determine how the superseded data were derived.
 DH8240
 DH8240_MARKER: DD = SURVEY DISK
 DH8240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8240_STAMPING: 1S49 2004
 DH8240_MARK LOGO: WIDT
 DH8240_PROJECTION: FLUSH
 DH8240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8240+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DH8240
 DH8240  HISTORY     - Date     Condition        Report By
 DH8240  HISTORY     - 2004     MONUMENTED       WIDT
 DH8240  HISTORY     - 20070926 GOOD             WIDT
 DH8240
 DH8240                          STATION DESCRIPTION
 DH8240
 DH8240'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8240'OWNERSHIP--TOWNSHIP OF ELK GROVE.  TO REACH THE STATION FROM THE
 DH8240'JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 80 AND STATE HIGHWAY 81
 DH8240'ABOUT 1 MI (1.61 KM) SOUTH OF THE CITY OF PLATTEVILLE, GO SOUTHEAST ON
 DH8240'STATE HIGHWAY 80 AND STATE HIGHWAY 81 FOR 0.3 MI (0.48 KM) TO COLLEGE
 DH8240'FARM ROAD, TURN LEFT AND GO EAST ON COLLEGE FARM ROAD FOR 2.05 MI (3.3
 DH8240'KM) TO IPSWITCH ROAD, TURN LEFT AND GO NORTH ON IPSWITCH ROAD FOR 0.4
 DH8240'MI (0.64 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8240'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8240'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8240'THE ROAD PAVEMENT.  THE STATION IS 7.3 M (24.0 FT) WEST OF THE
 DH8240'CENTERLINE OF IPSWITCH ROAD, 43 M (141.1 FT) NORTH-NORTHWEST OF A WOOD
 DH8240'POST FOR A --15 M.P.H.  CURVE HEAD-- SIGN, 2M SOUTH OF A GRAVEL
 DH8240'PRIVATE ENTRANCE, 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST
 DH8240'AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---
 DH8240'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DH8240'DEGREES ABOVE THE HORIZON.
 DH8240
 DH8240                          STATION RECOVERY (2007)
 DH8240
 DH8240'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8240'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- TO
 DH8240'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH BUSINESS
 DH8240'151 WEST AND COUNTY HIGHWAY XX EAST APPROXIMATELY 2 MILES EAST OF THE
 DH8240'CITY OF PLATTEVILLE, GO EAST ON COUNTY HIGHWAY XX FOR 1.5 MILES TO
 DH8240'IPSWITCH ROAD RIGHT, TURN RIGHT AND GO SOUTH ON IPSWITCH ROAD FOR 1.3
 DH8240'MILES TO THE STATION ON THE RIGHT.
 DH8240'ADD-- THE STATION IS 10.2 M SOUTH OF THE CENTERLINE OF PRIVATE
 DH8240'ENTRANCE --15445--, 2.5 M EAST OF THE TOP CENTER OF TELEPHONE PEDESTAL
 DH8240'--UWPF 9000 1--, 1.8 M EAST OF THE SOUTHEAST CORNER OF A GREEN
 DH8240'ELECTRICAL BOX, AND 1.0 M SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8241 ***********************************************************************
 DH8241  DESIGNATION -  1S50
 DH8241  PID         -  DH8241
 DH8241  STATE/COUNTY-  WI/LAFAYETTE
 DH8241  COUNTRY     -  US
 DH8241  USGS QUAD   -  REWEY (2018)
 DH8241
 DH8241                         *CURRENT SURVEY CONTROL
 DH8241  ______________________________________________________________________
 DH8241* NAD 83(1986) POSITION- 42 45 31.8    (N) 090 24 33.2    (W)   HD_HELD2
 DH8241* NAVD 88 ORTHO HEIGHT -   353.024 (meters)     1158.21  (feet) ADJUSTED
 DH8241  ______________________________________________________________________
 DH8241  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 DH8241  DYNAMIC HEIGHT  -        352.919 (meters)     1157.87  (feet) COMP
 DH8241  MODELED GRAVITY -    980,313.2   (mgal)                       NAVD 88
 DH8241
 DH8241  VERT ORDER      -  SECOND    CLASS I
 DH8241
 DH8241.The horizontal coordinates were established by autonomous hand held GPS
 DH8241.observations and have an estimated accuracy of +/- 10 meters.
 DH8241
 DH8241.The orthometric height was determined by differential leveling and
 DH8241.adjusted by the WI DEPT OF TRANSP
 DH8241.in May 2012.
 DH8241
 DH8241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8241.GEOID18 height accuracy estimate available here.
 DH8241
 DH8241.Click photographs - Photos may exist for this station.
 DH8241
 DH8241.The dynamic height is computed by dividing the NAVD 88
 DH8241.geopotential number by the normal gravity value computed on the
 DH8241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8241.degrees latitude (g = 980.6199 gals.).
 DH8241
 DH8241.The modeled gravity was interpolated from observed gravity values.
 DH8241
 DH8241;                    North         East    Units  Estimated Accuracy
 DH8241;SPC WI S     -    84,382.      566,502.      MT  (+/- 10 meters HH2 GPS)
 DH8241
 DH8241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1199937289(NAD 83)
 DH8241
 DH8241                          SUPERSEDED SURVEY CONTROL
 DH8241
 DH8241  NAVD 88 (04/20/07)  353.018  (m)         1158.19   (f) SUPERSEDED  2 1
 DH8241
 DH8241.Superseded values are not recommended for survey control.
 DH8241
 DH8241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8241.See file dsdata.pdf to determine how the superseded data were derived.
 DH8241
 DH8241_MARKER: DD = SURVEY DISK
 DH8241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8241_STAMPING: 1S50 2004
 DH8241_MARK LOGO: WIDT
 DH8241_PROJECTION: FLUSH
 DH8241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8241+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DH8241
 DH8241  HISTORY     - Date     Condition        Report By
 DH8241  HISTORY     - 2004     MONUMENTED       WIDT
 DH8241  HISTORY     - 20070926 GOOD             WIDT
 DH8241
 DH8241                          STATION DESCRIPTION
 DH8241
 DH8241'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8241'OWNERSHIP--LAFAYETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8241'OF STATE HIGHWAY 80 (WATER STREET) WITH COUNTY HIGHWAY B (MAIN STREET)
 DH8241'IN THE CITY OF PLATTEVILLE, GO EAST ON COUNTY HUGHWAY B (MAIN STREET)
 DH8241'FOR 0.1 MI (0.16 KM) TO WHERE COUNTY HIGHWAY B GOES NORTHEAST, TURN
 DH8241'LEFT AND GO NORTHEAST ON COUNTY HIGHWAY B (BROADWAY STREET) FOR 3.8 MI
 DH8241'(6.12 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8241'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8241'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3
 DH8241'FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 9.3 M (30.5 FT) WEST
 DH8241'OF THE CENTERLINE OF COUNTY HIGHWAY B, 63 M (206.7 FT) WEST OF THE
 DH8241'CENTERLINE OF A FIELD ENTRANCE, 39 M (128.0 FT) EAST-NORTHEAST OF A
 DH8241'WOOD POST FOR A --20 M.P.H.  CURVE-- SIGN, 0.7 M (2.3 FT) SOUTH OF A
 DH8241'BARBED WIRE FENCE, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST
 DH8241'AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---
 DH8241'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DH8241'DEGREES ABOVE THE HORIZON.
 DH8241
 DH8241                          STATION RECOVERY (2007)
 DH8241
 DH8241'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8241'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 9.3 M NORTH (NOT
 DH8241'WEST) OF THE CENTERLINE OF COUNTY HIGHWAY B.  ADD-- THE STATION IS
 DH8241'0.10 MILE WEST OF WEST MOUND ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8242 ***********************************************************************
 DH8242  DESIGNATION -  1S51
 DH8242  PID         -  DH8242
 DH8242  STATE/COUNTY-  WI/LAFAYETTE
 DH8242  COUNTRY     -  US
 DH8242  USGS QUAD   -  REWEY (2018)
 DH8242
 DH8242                         *CURRENT SURVEY CONTROL
 DH8242  ______________________________________________________________________
 DH8242* NAD 83(1986) POSITION- 42 47 15.8    (N) 090 24 27.6    (W)   HD_HELD2
 DH8242* NAVD 88 ORTHO HEIGHT -   323.297 (meters)     1060.68  (feet) ADJUSTED
 DH8242  ______________________________________________________________________
 DH8242  GEOID HEIGHT    -        -32.982 (meters)                     GEOID18
 DH8242  DYNAMIC HEIGHT  -        323.200 (meters)     1060.37  (feet) COMP
 DH8242  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 DH8242
 DH8242  VERT ORDER      -  SECOND    CLASS I
 DH8242
 DH8242.The horizontal coordinates were established by autonomous hand held GPS
 DH8242.observations and have an estimated accuracy of +/- 10 meters.
 DH8242
 DH8242.The orthometric height was determined by differential leveling and
 DH8242.adjusted by the WI DEPT OF TRANSP
 DH8242.in May 2012.
 DH8242
 DH8242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8242.GEOID18 height accuracy estimate available here.
 DH8242
 DH8242.Click photographs - Photos may exist for this station.
 DH8242
 DH8242.The dynamic height is computed by dividing the NAVD 88
 DH8242.geopotential number by the normal gravity value computed on the
 DH8242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8242.degrees latitude (g = 980.6199 gals.).
 DH8242
 DH8242.The modeled gravity was interpolated from observed gravity values.
 DH8242
 DH8242;                    North         East    Units  Estimated Accuracy
 DH8242;SPC WI S     -    87,591.      566,645.      MT  (+/- 10 meters HH2 GPS)
 DH8242
 DH8242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1202840501(NAD 83)
 DH8242
 DH8242                          SUPERSEDED SURVEY CONTROL
 DH8242
 DH8242  NAVD 88 (04/20/07)  323.290  (m)         1060.66   (f) SUPERSEDED  2 1
 DH8242
 DH8242.Superseded values are not recommended for survey control.
 DH8242
 DH8242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8242.See file dsdata.pdf to determine how the superseded data were derived.
 DH8242
 DH8242_MARKER: DD = SURVEY DISK
 DH8242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8242_STAMPING: 1S51 2004
 DH8242_MARK LOGO: WIDT
 DH8242_PROJECTION: FLUSH
 DH8242_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8242+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DH8242
 DH8242  HISTORY     - Date     Condition        Report By
 DH8242  HISTORY     - 2004     MONUMENTED       WIDT
 DH8242  HISTORY     - 20070926 GOOD             WIDT
 DH8242
 DH8242                          STATION DESCRIPTION
 DH8242
 DH8242'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8242'OWNERSHIP--TOWNSHIP OF BELMONT.  TO REACH THE STATION FROM THE
 DH8242'JUNCTION OF STATE HIGHWAY 80 (WATER STREET) WITH COUNTY HIGHWAY B
 DH8242'(MAIN STREET) IN THE CITY OF PLATTEVILLE, GO EAST ON COUNTY HIGHWAY B
 DH8242'(MAIN STREET) FOR 0.1 MI (0.16 KM) TO WHERE COUNTY HIGHWAY B GOES
 DH8242'NORTHEAST, TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY B (BROADWAY
 DH8242'STREET) FOR 3.9 MI (6.28 KM) TO WEST MOUND ROAD AND TO WHERE COUNTY
 DH8242'HIGHWAY B GOES NORTH, TURN LEFT AND GO NORTH ON WEST MOUND ROAD AND
 DH8242'COUNTY HIGHWAY B FOR 0.1 MI (0.16 KM) TO WHERE COUNTY HIGHWAY B GOES
 DH8242'EAST AND WEST MOUND ROAD GOES NORTH, CONTINUE STRAIGHT AND GO NORTH ON
 DH8242'WEST MOUND ROAD FOR 1.1 MI (1.77 KM) TO MOUND VIEW ROAD ON THE LEFT,
 DH8242'CONTINUE NORTH ON WEST MOUND ROAD FOR 0.8 MI (1.29 KM) TO THE STATION
 DH8242'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8242'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8242'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH8242'THE STATION IS 8.2 M (26.9 FT) WEST OF THE CENTERLINE OF WEST MOUND
 DH8242'ROAD, 8 M (26.2 FT) NORTH OF A FIELD ENTRANCE, 1.3 M (4.3 FT) EAST OF
 DH8242'A BARBED WIRE FENCE, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 DH8242'POST, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0
 DH8242'M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS
 DH8242'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8242'ABOVE THE HORIZON.
 DH8242
 DH8242                          STATION RECOVERY (2007)
 DH8242
 DH8242'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8242'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 37.0 M NORTH OF A
 DH8242'--CURVES AHEAD 35 MPH-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8243 ***********************************************************************
 DH8243  DESIGNATION -  1S52
 DH8243  PID         -  DH8243
 DH8243  STATE/COUNTY-  WI/LAFAYETTE
 DH8243  COUNTRY     -  US
 DH8243  USGS QUAD   -  REWEY (2018)
 DH8243
 DH8243                         *CURRENT SURVEY CONTROL
 DH8243  ______________________________________________________________________
 DH8243* NAD 83(1986) POSITION- 42 48 21.5    (N) 090 23 39.1    (W)   HD_HELD2
 DH8243* NAVD 88 ORTHO HEIGHT -   309.087 (meters)     1014.06  (feet) ADJUSTED
 DH8243  ______________________________________________________________________
 DH8243  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 DH8243  DYNAMIC HEIGHT  -        308.994 (meters)     1013.76  (feet) COMP
 DH8243  MODELED GRAVITY -    980,312.9   (mgal)                       NAVD 88
 DH8243
 DH8243  VERT ORDER      -  SECOND    CLASS I
 DH8243
 DH8243.The horizontal coordinates were established by autonomous hand held GPS
 DH8243.observations and have an estimated accuracy of +/- 10 meters.
 DH8243
 DH8243.The orthometric height was determined by differential leveling and
 DH8243.adjusted by the WI DEPT OF TRANSP
 DH8243.in May 2012.
 DH8243
 DH8243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8243.GEOID18 height accuracy estimate available here.
 DH8243
 DH8243.Click photographs - Photos may exist for this station.
 DH8243
 DH8243.The dynamic height is computed by dividing the NAVD 88
 DH8243.geopotential number by the normal gravity value computed on the
 DH8243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8243.degrees latitude (g = 980.6199 gals.).
 DH8243
 DH8243.The modeled gravity was interpolated from observed gravity values.
 DH8243
 DH8243;                    North         East    Units  Estimated Accuracy
 DH8243;SPC WI S     -    89,613.      567,757.      MT  (+/- 10 meters HH2 GPS)
 DH8243
 DH8243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1306742562(NAD 83)
 DH8243
 DH8243                          SUPERSEDED SURVEY CONTROL
 DH8243
 DH8243  NAVD 88 (04/20/07)  309.080  (m)         1014.04   (f) SUPERSEDED  2 1
 DH8243
 DH8243.Superseded values are not recommended for survey control.
 DH8243
 DH8243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8243.See file dsdata.pdf to determine how the superseded data were derived.
 DH8243
 DH8243_MARKER: DD = SURVEY DISK
 DH8243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8243_SP_SET: BOX CULVERT WINGWALL
 DH8243_STAMPING: 1S52 2004
 DH8243_MARK LOGO: WIDT
 DH8243_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8243+STABILITY: SURFACE MOTION
 DH8243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8243+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DH8243
 DH8243  HISTORY     - Date     Condition        Report By
 DH8243  HISTORY     - 2004     MONUMENTED       WIDT
 DH8243  HISTORY     - 20070926 GOOD             WIDT
 DH8243
 DH8243                          STATION DESCRIPTION
 DH8243
 DH8243'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8243'OWNERSHIP--LAFAYETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8243'OF COUNTY A (WELCH STREET) WITH COUNTY HIGHWAY G (WEST STREET) IN THE
 DH8243'VILLAGE OF REWEY, GO SOUTH ON COUNTY HIGHWAY G FOR 2.5 MI (4.02 KM) TO
 DH8243'SUNNYDALE ROAD ON THE RIGHT, CONTINUE EAST ON COUNTY HIGHWAY G FOR
 DH8243'0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8243'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8243'DISK SET IN THE NORTHWEST WINGWALL OF A BOX CULVERT ABOUT 4 M (13.1
 DH8243'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 14.5 M (47.6 FT) NORTH
 DH8243'OF THE CENTERLINE OF COUNTY HIGHWAY G, 34.0 M (111.5 FT) EAST OF A
 DH8243'WOOD POST FOR A --20 MPH CURVE SIGN--, 2.0 M (6.6 FT) NORTHWEST OF A
 DH8243'WHITE PLASTIC WITNESS POST.---NOTE---THIS STATION HAS NO VISIBLE
 DH8243'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT
 DH8243'FOR POWERLINES DIRECTLY OVERHEAD.
 DH8243
 DH8243                          STATION RECOVERY (2007)
 DH8243
 DH8243'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8243'RECOVERED IN GOOD CONDITION.  ---WARNING---  BECAUSE OF TALL WEEDS THE
 DH8243'NORTH END OF THE CULVERT IS DIFFICULT TO SEE WITH A 3 M DROP TO THE
 DH8243'BOTTOM OF THE CULVERT.  THE WITNESS POST IS ALLIGNED IN THE CENTER AND
 DH8243'APPROXIMATELY 1 M SOUTH OF THE NORTH END OF THE CULVERT.  A SAFE
 DH8243'APPROACH TO THE STATION IS TO STAY AT LEAST 4 M WEST OF THE WITNESS
 DH8243'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8244 ***********************************************************************
 DH8244  DESIGNATION -  1S53
 DH8244  PID         -  DH8244
 DH8244  STATE/COUNTY-  WI/IOWA
 DH8244  COUNTRY     -  US
 DH8244  USGS QUAD   -  REWEY (2018)
 DH8244
 DH8244                         *CURRENT SURVEY CONTROL
 DH8244  ______________________________________________________________________
 DH8244* NAD 83(1986) POSITION- 42 51 47.9    (N) 090 23 53.9    (W)   HD_HELD2
 DH8244* NAVD 88 ORTHO HEIGHT -   350.138 (meters)     1148.74  (feet) ADJUSTED
 DH8244  ______________________________________________________________________
 DH8244  GEOID HEIGHT    -        -33.109 (meters)                     GEOID18
 DH8244  DYNAMIC HEIGHT  -        350.034 (meters)     1148.40  (feet) COMP
 DH8244  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 DH8244
 DH8244  VERT ORDER      -  SECOND    CLASS I
 DH8244
 DH8244.The horizontal coordinates were established by autonomous hand held GPS
 DH8244.observations and have an estimated accuracy of +/- 10 meters.
 DH8244
 DH8244.The orthometric height was determined by differential leveling and
 DH8244.adjusted by the WI DEPT OF TRANSP
 DH8244.in May 2012.
 DH8244
 DH8244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8244.GEOID18 height accuracy estimate available here.
 DH8244
 DH8244.Click photographs - Photos may exist for this station.
 DH8244
 DH8244.The dynamic height is computed by dividing the NAVD 88
 DH8244.geopotential number by the normal gravity value computed on the
 DH8244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8244.degrees latitude (g = 980.6199 gals.).
 DH8244
 DH8244.The modeled gravity was interpolated from observed gravity values.
 DH8244
 DH8244;                    North         East    Units  Estimated Accuracy
 DH8244;SPC WI S     -    95,983.      567,451.      MT  (+/- 10 meters HH2 GPS)
 DH8244
 DH8244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1253448918(NAD 83)
 DH8244
 DH8244                          SUPERSEDED SURVEY CONTROL
 DH8244
 DH8244  NAVD 88 (04/20/07)  350.131  (m)         1148.72   (f) SUPERSEDED  2 1
 DH8244
 DH8244.Superseded values are not recommended for survey control.
 DH8244
 DH8244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8244.See file dsdata.pdf to determine how the superseded data were derived.
 DH8244
 DH8244_MARKER: DD = SURVEY DISK
 DH8244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8244_STAMPING: 1S53 2004
 DH8244_MARK LOGO: WIDT
 DH8244_PROJECTION: FLUSH
 DH8244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8244+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 DH8244
 DH8244  HISTORY     - Date     Condition        Report By
 DH8244  HISTORY     - 2004     MONUMENTED       WIDT
 DH8244  HISTORY     - 20071001 GOOD             WIDT
 DH8244
 DH8244                          STATION DESCRIPTION
 DH8244
 DH8244'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8244'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8244'COUNTY HIGHWAY A (WELCH STREET) WITH COUNTY HIGHWAY G (WEST STREET) IN
 DH8244'THE VILLAGE OF REWEY, GO NORTH ON COUNTY HIGHWAY G (WEST STREET) FOR
 DH8244'0.95 MI (1.53 KM) TO ARGALL ROAD ON THE LEFT AND LOWER MIFFLIN ROAD ON
 DH8244'THE RIGHT, GO NORTH ON COUNTY HIGHWAY G FOR 0.5 MI (0.8 KM) TO THE
 DH8244'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8244'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8244'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DH8244'PAVEMENT.  THE STATION IS 12.3 M (40.4 FT) WEST OF THE CENTERLINE OF
 DH8244'COUNTY HIGHWAY G, 69 M (226.4 FT) SOUTH-SOUTHWEST OF POWERPOLE
 DH8244'--5-1-32 28/27--, 62 M (203.4 FT) NORTH-NORTHWEST OF POWERPOLE
 DH8244'--5-1-32 27/23--, 1 M (3.3 FT) EAST OF A CULTIVATED FIELD, 1.0 M (3.3
 DH8244'FT) NORTH OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTH OF
 DH8244'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8244'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8244
 DH8244                          STATION RECOVERY (2007)
 DH8244
 DH8244'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8244'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 26.0 M
 DH8244'WEST-SOUTHWEST OF POWER POLE --5-1-32 28/25--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8245 ***********************************************************************
 DH8245  DESIGNATION -  1S54
 DH8245  PID         -  DH8245
 DH8245  STATE/COUNTY-  WI/IOWA
 DH8245  COUNTRY     -  US
 DH8245  USGS QUAD   -  MONTFORT (2018)
 DH8245
 DH8245                         *CURRENT SURVEY CONTROL
 DH8245  ______________________________________________________________________
 DH8245* NAD 83(1986) POSITION- 42 54 15.6    (N) 090 24 13.2    (W)   HD_HELD2
 DH8245* NAVD 88 ORTHO HEIGHT -   321.060 (meters)     1053.34  (feet) ADJUSTED
 DH8245  ______________________________________________________________________
 DH8245  GEOID HEIGHT    -        -33.175 (meters)                     GEOID18
 DH8245  DYNAMIC HEIGHT  -        320.964 (meters)     1053.03  (feet) COMP
 DH8245  MODELED GRAVITY -    980,312.3   (mgal)                       NAVD 88
 DH8245
 DH8245  VERT ORDER      -  SECOND    CLASS I
 DH8245
 DH8245.The horizontal coordinates were established by autonomous hand held GPS
 DH8245.observations and have an estimated accuracy of +/- 10 meters.
 DH8245
 DH8245.The orthometric height was determined by differential leveling and
 DH8245.adjusted by the WI DEPT OF TRANSP
 DH8245.in May 2012.
 DH8245
 DH8245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8245.GEOID18 height accuracy estimate available here.
 DH8245
 DH8245.Click photographs - Photos may exist for this station.
 DH8245
 DH8245.The dynamic height is computed by dividing the NAVD 88
 DH8245.geopotential number by the normal gravity value computed on the
 DH8245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8245.degrees latitude (g = 980.6199 gals.).
 DH8245
 DH8245.The modeled gravity was interpolated from observed gravity values.
 DH8245
 DH8245;                    North         East    Units  Estimated Accuracy
 DH8245;SPC WI S     -   100,543.      567,035.      MT  (+/- 10 meters HH2 GPS)
 DH8245
 DH8245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1195653461(NAD 83)
 DH8245
 DH8245                          SUPERSEDED SURVEY CONTROL
 DH8245
 DH8245  NAVD 88 (04/20/07)  321.053  (m)         1053.32   (f) SUPERSEDED  2 1
 DH8245
 DH8245.Superseded values are not recommended for survey control.
 DH8245
 DH8245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8245.See file dsdata.pdf to determine how the superseded data were derived.
 DH8245
 DH8245_MARKER: DD = SURVEY DISK
 DH8245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8245_SP_SET: BRIDGE WINGWALL
 DH8245_STAMPING: 1S54 2004
 DH8245_MARK LOGO: WIDT
 DH8245_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8245+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DH8245
 DH8245  HISTORY     - Date     Condition        Report By
 DH8245  HISTORY     - 2004     MONUMENTED       WIDT
 DH8245  HISTORY     - 20071009 GOOD             WIDT
 DH8245
 DH8245                          STATION DESCRIPTION
 DH8245
 DH8245'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8245'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8245'STATE HIGHWAY 80 WITH COUNTY HIGHWAY EAST IN THE VILLAGE OF
 DH8245'LIVINGSTON, GO EAST ON COUNTY HIGHWAY EAST FOR 1.2 MI (1.93 KM) TO
 DH8245'COUNTY HIGHWAY EAST ON THE RIGHT AND COUNTY HIGHWAY XX ON THE LEFT,
 DH8245'TURN LEFT AND GO NORTH ON COUNTY HIGHWAY XX FOR 0.3 MI (0.48 KM) TO
 DH8245'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH8245'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8245'NORTHWEST WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8245'THE STATION IS 5.2 M (17.1 FT) WEST OF THE CENTERLINE OF COUNTY
 DH8245'HIGHWAY XX, 13.5 M (44.3 FT) SOUTHEAST OF A POWER POLE --5-1-17
 DH8245'13/15--, AND 4.2 M (13.8 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS
 DH8245'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8245'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8245
 DH8245                          STATION RECOVERY (2007)
 DH8245
 DH8245'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8245'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.3 M SOUTH OF A
 DH8245'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8246 ***********************************************************************
 DH8246  DESIGNATION -  1S55
 DH8246  PID         -  DH8246
 DH8246  STATE/COUNTY-  WI/IOWA
 DH8246  COUNTRY     -  US
 DH8246  USGS QUAD   -  MONTFORT (2018)
 DH8246
 DH8246                         *CURRENT SURVEY CONTROL
 DH8246  ______________________________________________________________________
 DH8246* NAD 83(1986) POSITION- 42 56 02.6    (N) 090 23 58.2    (W)   HD_HELD2
 DH8246* NAVD 88 ORTHO HEIGHT -   342.169 (meters)     1122.60  (feet) ADJUSTED
 DH8246  ______________________________________________________________________
 DH8246  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 DH8246  DYNAMIC HEIGHT  -        342.066 (meters)     1122.26  (feet) COMP
 DH8246  MODELED GRAVITY -    980,309.7   (mgal)                       NAVD 88
 DH8246
 DH8246  VERT ORDER      -  SECOND    CLASS I
 DH8246
 DH8246.The horizontal coordinates were established by autonomous hand held GPS
 DH8246.observations and have an estimated accuracy of +/- 10 meters.
 DH8246
 DH8246.The orthometric height was determined by differential leveling and
 DH8246.adjusted by the WI DEPT OF TRANSP
 DH8246.in May 2012.
 DH8246
 DH8246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8246.GEOID18 height accuracy estimate available here.
 DH8246
 DH8246.Click photographs - Photos may exist for this station.
 DH8246
 DH8246.The dynamic height is computed by dividing the NAVD 88
 DH8246.geopotential number by the normal gravity value computed on the
 DH8246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8246.degrees latitude (g = 980.6199 gals.).
 DH8246
 DH8246.The modeled gravity was interpolated from observed gravity values.
 DH8246
 DH8246;                    North         East    Units  Estimated Accuracy
 DH8246;SPC WI S     -   103,843.      567,391.      MT  (+/- 10 meters HH2 GPS)
 DH8246
 DH8246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1219456773(NAD 83)
 DH8246
 DH8246                          SUPERSEDED SURVEY CONTROL
 DH8246
 DH8246  NAVD 88 (04/20/07)  342.162  (m)         1122.58   (f) SUPERSEDED  2 1
 DH8246
 DH8246.Superseded values are not recommended for survey control.
 DH8246
 DH8246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8246.See file dsdata.pdf to determine how the superseded data were derived.
 DH8246
 DH8246_MARKER: DD = SURVEY DISK
 DH8246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8246_STAMPING: 1S55 2004
 DH8246_MARK LOGO: WIDT
 DH8246_PROJECTION: FLUSH
 DH8246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8246+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DH8246
 DH8246  HISTORY     - Date     Condition        Report By
 DH8246  HISTORY     - 2004     MONUMENTED       WIDT
 DH8246  HISTORY     - 20071009 GOOD             WIDT
 DH8246
 DH8246                          STATION DESCRIPTION
 DH8246
 DH8246'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8246'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH8246'HIGHWAY 18 WITH STATE HIGHWAY 80 SOUTH AND COUNTY HIGHWAY I IN THE
 DH8246'VILLAGE OF MONTFORT, GO EAST ON US HIGHWAY 18 FOR 1.5 MI (2.41 KM) TO
 DH8246'COUNTY HIGHWAY XX ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY
 DH8246'HIGHWAY XX FOR 2.2 MI (3.54 KM) TO THE STATION ON THE RIGHT.  THE
 DH8246'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8246'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8246'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8246'12.4 M (40.7 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY XX, 55 M
 DH8246'(180.4 FT) NORTHWEST OF POWERPOLE --5-1-5 27/18--, 50 M (164.0 FT)
 DH8246'SOUTHWEST OF POWERPOLE --5-1-5 27/15--, 0.6 M (2.0 FT) WEST OF A
 DH8246'BARBED WIRE FENCE, 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS
 DH8246'POST AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DH8246'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8246'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8246
 DH8246                          STATION RECOVERY (2007)
 DH8246
 DH8246'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8246'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.31 MILE NORTH OF
 DH8246'COUNTY HIGHWAY IG.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8258 ***********************************************************************
 DH8258  DESIGNATION -  1T01
 DH8258  PID         -  DH8258
 DH8258  STATE/COUNTY-  WI/LAFAYETTE
 DH8258  COUNTRY     -  US
 DH8258  USGS QUAD   -  SHULLSBURG (2018)
 DH8258
 DH8258                         *CURRENT SURVEY CONTROL
 DH8258  ______________________________________________________________________
 DH8258* NAD 83(1986) POSITION- 42 36 47.8    (N) 090 07 57.2    (W)   HD_HELD2
 DH8258* NAVD 88 ORTHO HEIGHT -   278.400 (meters)      913.38  (feet) ADJUSTED
 DH8258  ______________________________________________________________________
 DH8258  GEOID HEIGHT    -        -33.246 (meters)                     GEOID18
 DH8258  DYNAMIC HEIGHT  -        278.313 (meters)      913.10  (feet) COMP
 DH8258  MODELED GRAVITY -    980,301.3   (mgal)                       NAVD 88
 DH8258
 DH8258  VERT ORDER      -  SECOND    CLASS I
 DH8258
 DH8258.The horizontal coordinates were established by autonomous hand held GPS
 DH8258.observations and have an estimated accuracy of +/- 10 meters.
 DH8258
 DH8258.The orthometric height was determined by differential leveling and
 DH8258.adjusted by the WI DEPT OF TRANSP
 DH8258.in May 2012.
 DH8258
 DH8258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8258.GEOID18 height accuracy estimate available here.
 DH8258
 DH8258.Click photographs - Photos may exist for this station.
 DH8258
 DH8258.The dynamic height is computed by dividing the NAVD 88
 DH8258.geopotential number by the normal gravity value computed on the
 DH8258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8258.degrees latitude (g = 980.6199 gals.).
 DH8258
 DH8258.The modeled gravity was interpolated from observed gravity values.
 DH8258
 DH8258;                    North         East    Units  Estimated Accuracy
 DH8258;SPC WI S     -    68,139.      589,123.      MT  (+/- 10 meters HH2 GPS)
 DH8258
 DH8258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3518921857(NAD 83)
 DH8258
 DH8258                          SUPERSEDED SURVEY CONTROL
 DH8258
 DH8258  NAVD 88 (04/20/07)  278.391  (m)          913.35   (f) SUPERSEDED  2 1
 DH8258
 DH8258.Superseded values are not recommended for survey control.
 DH8258
 DH8258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8258.See file dsdata.pdf to determine how the superseded data were derived.
 DH8258
 DH8258_MARKER: DD = SURVEY DISK
 DH8258_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8258_SP_SET: BOX CULVERT
 DH8258_STAMPING: 1T01 2004
 DH8258_MARK LOGO: WIDT
 DH8258_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8258+STABILITY: SURFACE MOTION
 DH8258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8258+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DH8258
 DH8258  HISTORY     - Date     Condition        Report By
 DH8258  HISTORY     - 2004     MONUMENTED       WIDT
 DH8258  HISTORY     - 20070919 GOOD             WIDT
 DH8258
 DH8258                          STATION DESCRIPTION
 DH8258
 DH8258'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8258'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8258'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 23
 DH8258'NORTH AND COUNTY HIGHWAY P SOUTH ABOUT 5 MI (8.05 KM) EAST OF THE CITY
 DH8258'OF SHULLSBURG, GO NORTH ON STATE HIGHWAY 23 FOR 2.0 MI (3.22 KM) TO
 DH8258'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH8258'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DH8258'OF THE NORTHWEST END OF A BOX CULVERT ABOUT LEVEL WITH THE HIGHWAY
 DH8258'PAVEMENT.  THE STATION IS 8.2 M (26.9 FT) WEST OF THE CENTERLINE OF
 DH8258'STATE HIGHWAY 23, 54.3 M (178.1 FT) NORTH OF A WOOD POST FOR A
 DH8258'--INTERSECTING ROAD-- SIGN, 45 M (147.6 FT) SOUTH OF A FIELD ENTRANCE,
 DH8258'AND 40.2 M (131.9 FT) SOUTHWEST OF A WOOD POST FOR A --NO PASSING
 DH8258'ZONE-- SIGN.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8258'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8258
 DH8258                          STATION RECOVERY (2007)
 DH8258
 DH8258'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8258'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.21 MILE NORTH OF
 DH8258'ROPER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8260 ***********************************************************************
 DH8260  DESIGNATION -  1T03
 DH8260  PID         -  DH8260
 DH8260  STATE/COUNTY-  WI/LAFAYETTE
 DH8260  COUNTRY     -  US
 DH8260  USGS QUAD   -  DARLINGTON (2018)
 DH8260
 DH8260                         *CURRENT SURVEY CONTROL
 DH8260  ______________________________________________________________________
 DH8260* NAD 83(1986) POSITION- 42 42 06.8    (N) 090 07 14.5    (W)   HD_HELD2
 DH8260* NAVD 88 ORTHO HEIGHT -   252.537 (meters)      828.53  (feet) ADJUSTED
 DH8260  ______________________________________________________________________
 DH8260  GEOID HEIGHT    -        -33.325 (meters)                     GEOID18
 DH8260  DYNAMIC HEIGHT  -        252.461 (meters)      828.28  (feet) COMP
 DH8260  MODELED GRAVITY -    980,315.4   (mgal)                       NAVD 88
 DH8260
 DH8260  VERT ORDER      -  SECOND    CLASS I
 DH8260
 DH8260.The horizontal coordinates were established by autonomous hand held GPS
 DH8260.observations and have an estimated accuracy of +/- 10 meters.
 DH8260
 DH8260.The orthometric height was determined by differential leveling and
 DH8260.adjusted by the WI DEPT OF TRANSP
 DH8260.in May 2012.
 DH8260
 DH8260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8260.GEOID18 height accuracy estimate available here.
 DH8260
 DH8260.Click photographs - Photos may exist for this station.
 DH8260
 DH8260.The dynamic height is computed by dividing the NAVD 88
 DH8260.geopotential number by the normal gravity value computed on the
 DH8260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8260.degrees latitude (g = 980.6199 gals.).
 DH8260
 DH8260.The modeled gravity was interpolated from observed gravity values.
 DH8260
 DH8260;                    North         East    Units  Estimated Accuracy
 DH8260;SPC WI S     -    77,981.      590,111.      MT  (+/- 10 meters HH2 GPS)
 DH8260
 DH8260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3582631731(NAD 83)
 DH8260
 DH8260                          SUPERSEDED SURVEY CONTROL
 DH8260
 DH8260  NAVD 88 (04/20/07)  252.527  (m)          828.50   (f) SUPERSEDED  2 1
 DH8260
 DH8260.Superseded values are not recommended for survey control.
 DH8260
 DH8260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8260.See file dsdata.pdf to determine how the superseded data were derived.
 DH8260
 DH8260_MARKER: DD = SURVEY DISK
 DH8260_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8260_SP_SET: BRIDGE ABUTMENT
 DH8260_STAMPING: 1T03 2004
 DH8260_MARK LOGO: WIDT
 DH8260_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8260+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DH8260
 DH8260  HISTORY     - Date     Condition        Report By
 DH8260  HISTORY     - 2004     MONUMENTED       WIDT
 DH8260  HISTORY     - 20070926 GOOD             WIDT
 DH8260
 DH8260                          STATION DESCRIPTION
 DH8260
 DH8260'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8260'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8260'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 (MAIN STREET) WITH STATE
 DH8260'HIGHWAY 81 EAST (LOUISA STREET) IN THE CITY OF DARLINGTON, GO NORTH ON
 DH8260'STATE HIGHWAY 23 (MAIN STREET) FOR 1.3 MI (2.09 KM) TO CRIST LANE ON
 DH8260'THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 23 (MAIN STREET) FOR 0.3 MI
 DH8260'(0.48 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8260'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8260'DISK SET IN THE WEST END OF THE NORTH ABUTMENT ABOUT LEVEL WITH THE
 DH8260'HIGHWAY PAVEMENT.  THE STATION IS 8.3 M (27.2 FT) WEST OF THE
 DH8260'CENTERLINE OF STATE HIGHWAY 23 (MAIN STREET), 37.9 M (124.3 FT) NORTH
 DH8260'OF A POWER POLE, 23.0 M (75.5 FT) SOUTH OF THE NORTH END OF THE EAST
 DH8260'GUARDRAIL, AND 3.4 M (11.2 FT) EAST OF SOUTHERN MOST FENCE POST.
 DH8260'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8260'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8260
 DH8260                          STATION RECOVERY (2007)
 DH8260
 DH8260'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8260'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH OF A
 DH8260'WHITE PLASTIC WITNESS POST.  ---NOTE--- VISIBLE OBSTRUCTIONS AT THIS
 DH8260'STATION ARE TREES TO THE SOUTHEAST AND EAST EXTENDING TO 40 DEGREES
 DH8260'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8261 ***********************************************************************
 DH8261  DESIGNATION -  1T04
 DH8261  PID         -  DH8261
 DH8261  STATE/COUNTY-  WI/LAFAYETTE
 DH8261  COUNTRY     -  US
 DH8261  USGS QUAD   -  CALAMINE (2018)
 DH8261
 DH8261                         *CURRENT SURVEY CONTROL
 DH8261  ______________________________________________________________________
 DH8261* NAD 83(1986) POSITION- 42 43 33.2    (N) 090 07 58.3    (W)   HD_HELD2
 DH8261* NAVD 88 ORTHO HEIGHT -   312.354 (meters)     1024.78  (feet) ADJUSTED
 DH8261  ______________________________________________________________________
 DH8261  GEOID HEIGHT    -        -33.342 (meters)                     GEOID18
 DH8261  DYNAMIC HEIGHT  -        312.261 (meters)     1024.48  (feet) COMP
 DH8261  MODELED GRAVITY -    980,312.4   (mgal)                       NAVD 88
 DH8261
 DH8261  VERT ORDER      -  SECOND    CLASS I
 DH8261
 DH8261.The horizontal coordinates were established by autonomous hand held GPS
 DH8261.observations and have an estimated accuracy of +/- 10 meters.
 DH8261
 DH8261.The orthometric height was determined by differential leveling and
 DH8261.adjusted by the WI DEPT OF TRANSP
 DH8261.in May 2012.
 DH8261
 DH8261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8261.GEOID18 height accuracy estimate available here.
 DH8261
 DH8261.Click photographs - Photos may exist for this station.
 DH8261
 DH8261.The dynamic height is computed by dividing the NAVD 88
 DH8261.geopotential number by the normal gravity value computed on the
 DH8261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8261.degrees latitude (g = 980.6199 gals.).
 DH8261
 DH8261.The modeled gravity was interpolated from observed gravity values.
 DH8261
 DH8261;                    North         East    Units  Estimated Accuracy
 DH8261;SPC WI S     -    80,649.      589,118.      MT  (+/- 10 meters HH2 GPS)
 DH8261
 DH8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3473934362(NAD 83)
 DH8261
 DH8261                          SUPERSEDED SURVEY CONTROL
 DH8261
 DH8261  NAVD 88 (04/20/07)  312.345  (m)         1024.75   (f) SUPERSEDED  2 1
 DH8261
 DH8261.Superseded values are not recommended for survey control.
 DH8261
 DH8261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8261.See file dsdata.pdf to determine how the superseded data were derived.
 DH8261
 DH8261_MARKER: DD = SURVEY DISK
 DH8261_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8261_SP_SET: CATTLE PASS
 DH8261_STAMPING: 1T04 2004
 DH8261_MARK LOGO: WIDT
 DH8261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8261+STABILITY: SURFACE MOTION
 DH8261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8261+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DH8261
 DH8261  HISTORY     - Date     Condition        Report By
 DH8261  HISTORY     - 2004     MONUMENTED       WIDT
 DH8261  HISTORY     - 20070926 GOOD             WIDT
 DH8261
 DH8261                          STATION DESCRIPTION
 DH8261
 DH8261'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8261'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8261'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 (MAIN STREET) WITH STATE
 DH8261'HIGHWAY 81 EAST (LOUISA STREET) IN THE CITY OF DARLINGTON, GO NORTH ON
 DH8261'STATE HIGHWAY 23 (MAIN STREET) FOR 1.3 MI (2.09 KM) TO NEILSON STREET
 DH8261'ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 23 (MAIN STREET) FOR 0.5
 DH8261'MI (0.8 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8261'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8261'DISK SET IN THE NORTHEAST END OF A CATTLE PASS, ABOUT 0.5 M (1.6 FT)
 DH8261'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.3 M (24.0 FT)
 DH8261'EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 23 (MAIN STREET), 46
 DH8261'M (150.9 FT) SOUTH-SOUTHWEST OF A FIELD ENTRANCE, 32.6 M (107.0 FT)
 DH8261'EAST OF A POWER POLE, AND 4.5 M (14.8 FT) WEST-NORTHWEST OF A FENCE.
 DH8261'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8261'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8261
 DH8261                          STATION RECOVERY (2007)
 DH8261
 DH8261'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8261'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN THE TOP OF
 DH8261'THE NORTHEAST CORNER OF A 1.2 M WIDE BOX CULVERT, 64 M (NOT 46 M)
 DH8261'SOUTH-SOUTHWEST OF A FIELD ENTRANCE, 58.0 M SOUTH-SOUTHWEST OF THE
 DH8261'EXTENDED CENTERLINE OF CARY ROAD, AND 0.5 M SOUTH-SOUTHWEST OF A WHITE
 DH8261'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8262 ***********************************************************************
 DH8262  DESIGNATION -  1T05
 DH8262  PID         -  DH8262
 DH8262  STATE/COUNTY-  WI/LAFAYETTE
 DH8262  COUNTRY     -  US
 DH8262  USGS QUAD   -  WALDWICK (2018)
 DH8262
 DH8262                         *CURRENT SURVEY CONTROL
 DH8262  ______________________________________________________________________
 DH8262* NAD 83(1986) POSITION- 42 45 06.4    (N) 090 07 07.9    (W)   HD_HELD2
 DH8262* NAVD 88 ORTHO HEIGHT -   313.039 (meters)     1027.03  (feet) ADJUSTED
 DH8262  ______________________________________________________________________
 DH8262  GEOID HEIGHT    -        -33.405 (meters)                     GEOID18
 DH8262  DYNAMIC HEIGHT  -        312.944 (meters)     1026.72  (feet) COMP
 DH8262  MODELED GRAVITY -    980,308.1   (mgal)                       NAVD 88
 DH8262
 DH8262  VERT ORDER      -  SECOND    CLASS I
 DH8262
 DH8262.The horizontal coordinates were established by autonomous hand held GPS
 DH8262.observations and have an estimated accuracy of +/- 10 meters.
 DH8262
 DH8262.The orthometric height was determined by differential leveling and
 DH8262.adjusted by the WI DEPT OF TRANSP
 DH8262.in May 2012.
 DH8262
 DH8262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8262.GEOID18 height accuracy estimate available here.
 DH8262
 DH8262.Click photographs - Photos may exist for this station.
 DH8262
 DH8262.The dynamic height is computed by dividing the NAVD 88
 DH8262.geopotential number by the normal gravity value computed on the
 DH8262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8262.degrees latitude (g = 980.6199 gals.).
 DH8262
 DH8262.The modeled gravity was interpolated from observed gravity values.
 DH8262
 DH8262;                    North         East    Units  Estimated Accuracy
 DH8262;SPC WI S     -    83,523.      590,269.      MT  (+/- 10 meters HH2 GPS)
 DH8262
 DH8262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3578737276(NAD 83)
 DH8262
 DH8262                          SUPERSEDED SURVEY CONTROL
 DH8262
 DH8262  NAVD 88 (04/20/07)  313.029  (m)         1027.00   (f) SUPERSEDED  2 1
 DH8262
 DH8262.Superseded values are not recommended for survey control.
 DH8262
 DH8262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8262.See file dsdata.pdf to determine how the superseded data were derived.
 DH8262
 DH8262_MARKER: DD = SURVEY DISK
 DH8262_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8262_SP_SET: CATTLE PASS
 DH8262_STAMPING: 1T05 2004
 DH8262_MARK LOGO: WIDT
 DH8262_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8262+STABILITY: SURFACE MOTION
 DH8262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8262+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DH8262
 DH8262  HISTORY     - Date     Condition        Report By
 DH8262  HISTORY     - 2004     MONUMENTED       WIDT
 DH8262  HISTORY     - 20070926 GOOD             WIDT
 DH8262
 DH8262                          STATION DESCRIPTION
 DH8262
 DH8262'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8262'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8262'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY G
 DH8262'WEST ABOUT 5 MI (8.05 KM) NORTH OF THE CITY OF DARLINGTON, GO NORTH ON
 DH8262'STATE HIGHWAY 23 FOR 0.2 MI (0.32 KM) TO THE STATION ON THE LEFT.  THE
 DH8262'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8262'SURVEY CONTROL STATION DISK SET IN THE SOUTHWEST END OF A CATTLE PASS
 DH8262'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.1 M (23.3 FT)
 DH8262'WEST OF THE CENTERLINE OF STATE HIGHWAY 23, 105.5 M (346.1 FT) NORTH
 DH8262'OF A WOOD POST FOR A --CO G-- SIGN, 9.0 M (29.5 FT) NORTH OF EXTENDED
 DH8262'CENTERLINE OF PRIVATE ENTRANCE --17730--, AND 8.5 M (27.9 FT) EAST OF
 DH8262'A FENCE.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 DH8262'DUE TO ALL QUADRANTS BLOCKED BY TREES EXTENDING TO 25 DEGREES ABOVE
 DH8262'THE HORIZON.
 DH8262
 DH8262                          STATION RECOVERY (2007)
 DH8262
 DH8262'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8262'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN THE TOP OF
 DH8262'THE SOUTHWEST END OF A 1.1 M WIDE BOX CULVERT AND 0.6 M NORTH OF A
 DH8262'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8263 ***********************************************************************
 DH8263  DESIGNATION -  1T06
 DH8263  PID         -  DH8263
 DH8263  STATE/COUNTY-  WI/LAFAYETTE
 DH8263  COUNTRY     -  US
 DH8263  USGS QUAD   -  WALDWICK (2018)
 DH8263
 DH8263                         *CURRENT SURVEY CONTROL
 DH8263  ______________________________________________________________________
 DH8263* NAD 83(1986) POSITION- 42 45 41.6    (N) 090 07 15.7    (W)   HD_HELD2
 DH8263* NAVD 88 ORTHO HEIGHT -   319.623 (meters)     1048.63  (feet) ADJUSTED
 DH8263  ______________________________________________________________________
 DH8263  GEOID HEIGHT    -        -33.419 (meters)                     GEOID18
 DH8263  DYNAMIC HEIGHT  -        319.526 (meters)     1048.31  (feet) COMP
 DH8263  MODELED GRAVITY -    980,306.6   (mgal)                       NAVD 88
 DH8263
 DH8263  VERT ORDER      -  SECOND    CLASS I
 DH8263
 DH8263.The horizontal coordinates were established by autonomous hand held GPS
 DH8263.observations and have an estimated accuracy of +/- 10 meters.
 DH8263
 DH8263.The orthometric height was determined by differential leveling and
 DH8263.adjusted by the WI DEPT OF TRANSP
 DH8263.in May 2012.
 DH8263
 DH8263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8263.GEOID18 height accuracy estimate available here.
 DH8263
 DH8263.Click photographs - Photos may exist for this station.
 DH8263
 DH8263.The dynamic height is computed by dividing the NAVD 88
 DH8263.geopotential number by the normal gravity value computed on the
 DH8263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8263.degrees latitude (g = 980.6199 gals.).
 DH8263
 DH8263.The modeled gravity was interpolated from observed gravity values.
 DH8263
 DH8263;                    North         East    Units  Estimated Accuracy
 DH8263;SPC WI S     -    84,610.      590,093.      MT  (+/- 10 meters HH2 GPS)
 DH8263
 DH8263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3557338356(NAD 83)
 DH8263
 DH8263                          SUPERSEDED SURVEY CONTROL
 DH8263
 DH8263  NAVD 88 (04/20/07)  319.614  (m)         1048.60   (f) SUPERSEDED  2 1
 DH8263
 DH8263.Superseded values are not recommended for survey control.
 DH8263
 DH8263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8263.See file dsdata.pdf to determine how the superseded data were derived.
 DH8263
 DH8263_MARKER: DD = SURVEY DISK
 DH8263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8263_SP_SET: HEADWALL
 DH8263_STAMPING: 1T06 2004
 DH8263_MARK LOGO: WIDT
 DH8263_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8263+STABILITY: SURFACE MOTION
 DH8263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8263+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DH8263
 DH8263  HISTORY     - Date     Condition        Report By
 DH8263  HISTORY     - 2004     MONUMENTED       WIDT
 DH8263  HISTORY     - 20070926 GOOD             WIDT
 DH8263
 DH8263                          STATION DESCRIPTION
 DH8263
 DH8263'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8263'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8263'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY G
 DH8263'WEST ABOUT 5 MI (8.05 KM) NORTH OF THE CITY OF DARLINGTON, GO NORTH ON
 DH8263'STATE HIGHWAY 23 FOR 0.9 MI (1.45 KM) TO THE STATION ON THE LEFT.  THE
 DH8263'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8263'SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END OF THE
 DH8263'WEST HEADWALL ABOUT 2.0 M (6.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8263'STATION IS 10.4 M (34.1 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DH8263'23, 64.6 M (211.9 FT) SOUTHWEST OF A METAL POST FOR A --SCHOOL BUS
 DH8263'STOP AHEAD-- SIGN, 16 M (52.5 FT) SOUTH OF EXTENDED CENTERLINE OF
 DH8263'PRIVATE ENTRANCE, AND 5.5 M (18.0 FT) EAST OF A FENCE.
 DH8263'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS DUE TO TREES DIRECTLY
 DH8263'OVERHEAD BLOCKING ALL QUADRANTS.
 DH8263
 DH8263                          STATION RECOVERY (2007)
 DH8263
 DH8263'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8263'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH OF A
 DH8263'WHITE PLASTIC WITNESS POST.  ---NOTE--- THE PRIVATE ENTRANCE IN THE
 DH8263'2004 DESCRIPTION IS AT --18374--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8264 ***********************************************************************
 DH8264  DESIGNATION -  1T07
 DH8264  PID         -  DH8264
 DH8264  STATE/COUNTY-  WI/LAFAYETTE
 DH8264  COUNTRY     -  US
 DH8264  USGS QUAD   -  WALDWICK (2018)
 DH8264
 DH8264                         *CURRENT SURVEY CONTROL
 DH8264  ______________________________________________________________________
 DH8264* NAD 83(1986) POSITION- 42 46 13.3    (N) 090 05 42.1    (W)   HD_HELD2
 DH8264* NAVD 88 ORTHO HEIGHT -   279.720 (meters)      917.71  (feet) ADJUSTED
 DH8264  ______________________________________________________________________
 DH8264  GEOID HEIGHT    -        -33.470 (meters)                     GEOID18
 DH8264  DYNAMIC HEIGHT  -        279.633 (meters)      917.43  (feet) COMP
 DH8264  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 DH8264
 DH8264  VERT ORDER      -  SECOND    CLASS I
 DH8264
 DH8264.The horizontal coordinates were established by autonomous hand held GPS
 DH8264.observations and have an estimated accuracy of +/- 10 meters.
 DH8264
 DH8264.The orthometric height was determined by differential leveling and
 DH8264.adjusted by the WI DEPT OF TRANSP
 DH8264.in May 2012.
 DH8264
 DH8264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8264.GEOID18 height accuracy estimate available here.
 DH8264
 DH8264.Click photographs - Photos may exist for this station.
 DH8264
 DH8264.The dynamic height is computed by dividing the NAVD 88
 DH8264.geopotential number by the normal gravity value computed on the
 DH8264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8264.degrees latitude (g = 980.6199 gals.).
 DH8264
 DH8264.The modeled gravity was interpolated from observed gravity values.
 DH8264
 DH8264;                    North         East    Units  Estimated Accuracy
 DH8264;SPC WI S     -    85,585.      592,223.      MT  (+/- 10 meters HH2 GPS)
 DH8264
 DH8264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3766739407(NAD 83)
 DH8264
 DH8264                          SUPERSEDED SURVEY CONTROL
 DH8264
 DH8264  NAVD 88 (04/20/07)  279.710  (m)          917.68   (f) SUPERSEDED  2 1
 DH8264
 DH8264.Superseded values are not recommended for survey control.
 DH8264
 DH8264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8264.See file dsdata.pdf to determine how the superseded data were derived.
 DH8264
 DH8264_MARKER: DD = SURVEY DISK
 DH8264_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8264_SP_SET: BRIDGE ABUTMENT
 DH8264_STAMPING: 1T07 2004
 DH8264_MARK LOGO: WIDT
 DH8264_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8264+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DH8264
 DH8264  HISTORY     - Date     Condition        Report By
 DH8264  HISTORY     - 2004     MONUMENTED       WIDT
 DH8264  HISTORY     - 20070926 GOOD             WIDT
 DH8264
 DH8264                          STATION DESCRIPTION
 DH8264
 DH8264'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8264'OWNERSHIP--TOWN OF WILLOW SPRINGS.  TO REACH THE STATION FROM THE
 DH8264'JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY G ABOUT 7 MI (11.27
 DH8264'KM) SOUTH OF THE CITY OF MINERAL POINT, GO EAST ON COUNTY HIGHWAY G
 DH8264'FOR 1.3 MI (2.09 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8264'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8264'STATION DISK SET IN THE NORTH SIDE OF THE EAST ABUTMENT OF BRIDGE
 DH8264'--B-33-4-60-- ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8264'4.7 M (15.4 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY G, 46.4 M
 DH8264'(152.2 FT) EAST OF THE WEST END OF THE NORTH GUARDRAIL, AND 36.0 M
 DH8264'(118.1 FT) WEST OF THE EAST END OF THE NORTH GUARDRAIL.
 DH8264'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE
 DH8264'TREES TO THE NORTH AND THE SOUTH EXTENDING TO 60 AND 40 DEGREES ABOVE
 DH8264'THE HORIZON RESPECTIVELY.
 DH8264
 DH8264                          STATION RECOVERY (2007)
 DH8264
 DH8264'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8264'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 57.5 M WEST OF
 DH8264'PRIVATE ENTRANCE  14060-- AND 1.6 M WEST OF A WHITE PLASTIC WITNESS
 DH8264'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8265 ***********************************************************************
 DH8265  DESIGNATION -  1T08
 DH8265  PID         -  DH8265
 DH8265  STATE/COUNTY-  WI/LAFAYETTE
 DH8265  COUNTRY     -  US
 DH8265  USGS QUAD   -  WALDWICK (2018)
 DH8265
 DH8265                         *CURRENT SURVEY CONTROL
 DH8265  ______________________________________________________________________
 DH8265* NAD 83(1986) POSITION- 42 47 17.5    (N) 090 04 41.1    (W)   HD_HELD2
 DH8265* NAVD 88 ORTHO HEIGHT -   302.362 (meters)      992.00  (feet) ADJUSTED
 DH8265  ______________________________________________________________________
 DH8265  GEOID HEIGHT    -        -33.523 (meters)                     GEOID18
 DH8265  DYNAMIC HEIGHT  -        302.268 (meters)      991.69  (feet) COMP
 DH8265  MODELED GRAVITY -    980,302.9   (mgal)                       NAVD 88
 DH8265
 DH8265  VERT ORDER      -  SECOND    CLASS I
 DH8265
 DH8265.The horizontal coordinates were established by autonomous hand held GPS
 DH8265.observations and have an estimated accuracy of +/- 10 meters.
 DH8265
 DH8265.The orthometric height was determined by differential leveling and
 DH8265.adjusted by the WI DEPT OF TRANSP
 DH8265.in May 2012.
 DH8265
 DH8265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8265.GEOID18 height accuracy estimate available here.
 DH8265
 DH8265.Click photographs - Photos may exist for this station.
 DH8265
 DH8265.The dynamic height is computed by dividing the NAVD 88
 DH8265.geopotential number by the normal gravity value computed on the
 DH8265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8265.degrees latitude (g = 980.6199 gals.).
 DH8265
 DH8265.The modeled gravity was interpolated from observed gravity values.
 DH8265
 DH8265;                    North         East    Units  Estimated Accuracy
 DH8265;SPC WI S     -    87,565.      593,611.      MT  (+/- 10 meters HH2 GPS)
 DH8265
 DH8265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3898541435(NAD 83)
 DH8265
 DH8265                          SUPERSEDED SURVEY CONTROL
 DH8265
 DH8265  NAVD 88 (04/20/07)  302.352  (m)          991.97   (f) SUPERSEDED  2 1
 DH8265
 DH8265.Superseded values are not recommended for survey control.
 DH8265
 DH8265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8265.See file dsdata.pdf to determine how the superseded data were derived.
 DH8265
 DH8265_MARKER: DD = SURVEY DISK
 DH8265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8265_SP_SET: BRIDGE WINGWALL
 DH8265_STAMPING: 1T08 2004
 DH8265_MARK LOGO: WIDT
 DH8265_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8265+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DH8265
 DH8265  HISTORY     - Date     Condition        Report By
 DH8265  HISTORY     - 2004     MONUMENTED       WIDT
 DH8265  HISTORY     - 20070926 GOOD             WIDT
 DH8265
 DH8265                          STATION DESCRIPTION
 DH8265
 DH8265'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8265'OWNERSHIP--TOWN OF WILLOW SPRINGS.  TO REACH THE STATION FROM THE
 DH8265'JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY G ABOUT 7 MI (11.27
 DH8265'KM) SOUTH OF THE CITY OF MINERAL POINT, GO EAST ON COUNTY HIGHWAY G
 DH8265'FOR 2.0 MI (3.22 KM) TO FURNACE HILL ROAD, TURN LEFT AND GO NORTH ON
 DH8265'FURNACE HILL ROAD FOR 1.45 MI (2.33 KM) TO THE STATION ON THE LEFT.
 DH8265'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8265'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHWEST
 DH8265'WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DH8265'IS 4.8 M (15.7 FT) WEST OF THE CENTERLINE OF FURNACE HILL ROAD, 36 M
 DH8265'(118.1 FT) NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DH8265'--20200--, 23.8 M (78.1 FT) NORTHWEST OF A POWER POLE, AND 2.0 M (6.6
 DH8265'FT) EAST OF A FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8265'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8265
 DH8265                          STATION RECOVERY (2007)
 DH8265
 DH8265'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8265'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M
 DH8265'NORTH-NORTHWEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8266 ***********************************************************************
 DH8266  DESIGNATION -  1T09
 DH8266  PID         -  DH8266
 DH8266  STATE/COUNTY-  WI/IOWA
 DH8266  COUNTRY     -  US
 DH8266  USGS QUAD   -  WALDWICK (2018)
 DH8266
 DH8266                         *CURRENT SURVEY CONTROL
 DH8266  ______________________________________________________________________
 DH8266* NAD 83(1986) POSITION- 42 48 50.1    (N) 090 05 04.9    (W)   HD_HELD2
 DH8266* NAVD 88 ORTHO HEIGHT -   323.584 (meters)     1061.63  (feet) ADJUSTED
 DH8266  ______________________________________________________________________
 DH8266  GEOID HEIGHT    -        -33.561 (meters)                     GEOID18
 DH8266  DYNAMIC HEIGHT  -        323.483 (meters)     1061.29  (feet) COMP
 DH8266  MODELED GRAVITY -    980,301.0   (mgal)                       NAVD 88
 DH8266
 DH8266  VERT ORDER      -  SECOND    CLASS I
 DH8266
 DH8266.The horizontal coordinates were established by autonomous hand held GPS
 DH8266.observations and have an estimated accuracy of +/- 10 meters.
 DH8266
 DH8266.The orthometric height was determined by differential leveling and
 DH8266.adjusted by the WI DEPT OF TRANSP
 DH8266.in May 2012.
 DH8266
 DH8266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8266.GEOID18 height accuracy estimate available here.
 DH8266
 DH8266.Click photographs - Photos may exist for this station.
 DH8266
 DH8266.The dynamic height is computed by dividing the NAVD 88
 DH8266.geopotential number by the normal gravity value computed on the
 DH8266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8266.degrees latitude (g = 980.6199 gals.).
 DH8266
 DH8266.The modeled gravity was interpolated from observed gravity values.
 DH8266
 DH8266;                    North         East    Units  Estimated Accuracy
 DH8266;SPC WI S     -    90,422.      593,073.      MT  (+/- 10 meters HH2 GPS)
 DH8266
 DH8266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3834544273(NAD 83)
 DH8266
 DH8266                          SUPERSEDED SURVEY CONTROL
 DH8266
 DH8266  NAVD 88 (04/20/07)  323.574  (m)         1061.59   (f) SUPERSEDED  2 1
 DH8266
 DH8266.Superseded values are not recommended for survey control.
 DH8266
 DH8266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8266.See file dsdata.pdf to determine how the superseded data were derived.
 DH8266
 DH8266_MARKER: DD = SURVEY DISK
 DH8266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8266_STAMPING: 1T09 2004
 DH8266_MARK LOGO: WIDT
 DH8266_PROJECTION: FLUSH
 DH8266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8266+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 DH8266
 DH8266  HISTORY     - Date     Condition        Report By
 DH8266  HISTORY     - 2004     MONUMENTED       WIDT
 DH8266  HISTORY     - 20071008 GOOD             WIDT
 DH8266
 DH8266                          STATION DESCRIPTION
 DH8266
 DH8266'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8266'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8266'STATE HIGHWAY 23 WITH COUNTY HIGHWAY SOUTH ABOUT 3 MI (4.83 KM) SOUTH
 DH8266'OF THE CITY OF MINERAL POINT, GO EAST ON COUNTY HIGHWAY SOUTH FOR 1.9
 DH8266'MI (3.06 KM) TO STONE ROAD ON THE RIGHT, CONTINUE EAST ON COUNTY
 DH8266'HIGHWAY SOUTH FOR 1.1 MI (1.77 KM) TO THE STATION ON THE LEFT.  THE
 DH8266'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8266'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8266'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8266'12.5 M (41.0 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY S, 32.9 M
 DH8266'(107.9 FT) NORTHWEST OF POWER POLE --4-3-24 21/52--, 4 M (13.1 FT)
 DH8266'WEST OF A FIELD ENTRANCE, 1.0 M (3.3 FT) SOUTH OF A FENCE, 1.1 M (3.6
 DH8266'FT) SOUTH OF A WHITE PLASTIC WITNESS POST, 1.1 M (3.6 FT) EAST OF A
 DH8266'WHITE PLASTIC WITNESS POST, AND 1.1 M (3.6 FT) WEST-NORTHWEST OF A
 DH8266'WHITE PLASTIC WITNESS POST ---NOTE---THIS STATION HAS NO VISIBLE
 DH8266'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8266
 DH8266                          STATION RECOVERY (2007)
 DH8266
 DH8266'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8266'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 137 M
 DH8266'WEST OF BALLARD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8267 ***********************************************************************
 DH8267  DESIGNATION -  1T10
 DH8267  PID         -  DH8267
 DH8267  STATE/COUNTY-  WI/IOWA
 DH8267  COUNTRY     -  US
 DH8267  USGS QUAD   -  WALDWICK (2018)
 DH8267
 DH8267                         *CURRENT SURVEY CONTROL
 DH8267  ______________________________________________________________________
 DH8267* NAD 83(1986) POSITION- 42 49 44.1    (N) 090 04 22.8    (W)   HD_HELD2
 DH8267* NAVD 88 ORTHO HEIGHT -   352.430 (meters)     1156.26  (feet) ADJUSTED
 DH8267  ______________________________________________________________________
 DH8267  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 DH8267  DYNAMIC HEIGHT  -        352.321 (meters)     1155.91  (feet) COMP
 DH8267  MODELED GRAVITY -    980,300.7   (mgal)                       NAVD 88
 DH8267
 DH8267  VERT ORDER      -  SECOND    CLASS I
 DH8267
 DH8267.The horizontal coordinates were established by autonomous hand held GPS
 DH8267.observations and have an estimated accuracy of +/- 10 meters.
 DH8267
 DH8267.The orthometric height was determined by differential leveling and
 DH8267.adjusted by the WI DEPT OF TRANSP
 DH8267.in May 2012.
 DH8267
 DH8267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8267.GEOID18 height accuracy estimate available here.
 DH8267
 DH8267.Click photographs - Photos may exist for this station.
 DH8267
 DH8267.The dynamic height is computed by dividing the NAVD 88
 DH8267.geopotential number by the normal gravity value computed on the
 DH8267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8267.degrees latitude (g = 980.6199 gals.).
 DH8267
 DH8267.The modeled gravity was interpolated from observed gravity values.
 DH8267
 DH8267;                    North         East    Units  Estimated Accuracy
 DH8267;SPC WI S     -    92,088.      594,031.      MT  (+/- 10 meters HH2 GPS)
 DH8267
 DH8267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3924345972(NAD 83)
 DH8267
 DH8267                          SUPERSEDED SURVEY CONTROL
 DH8267
 DH8267  NAVD 88 (04/20/07)  352.420  (m)         1156.23   (f) SUPERSEDED  2 1
 DH8267
 DH8267.Superseded values are not recommended for survey control.
 DH8267
 DH8267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8267.See file dsdata.pdf to determine how the superseded data were derived.
 DH8267
 DH8267_MARKER: DD = SURVEY DISK
 DH8267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8267_STAMPING: 1T10 2004
 DH8267_MARK LOGO: WIDT
 DH8267_PROJECTION: FLUSH
 DH8267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8267+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 DH8267
 DH8267  HISTORY     - Date     Condition        Report By
 DH8267  HISTORY     - 2004     MONUMENTED       WIDT
 DH8267  HISTORY     - 20071008 GOOD             WIDT
 DH8267
 DH8267                          STATION DESCRIPTION
 DH8267
 DH8267'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8267'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8267'STATE HIGHWAY 23 WITH COUNTY HIGHWAY SOUTH ABOUT 3 MI (4.83 KM) SOUTH
 DH8267'OF THE CITY OF MINERAL POINT, GO EAST ON COUNTY HIGHWAY SOUTH FOR 3.6
 DH8267'MI (5.79 KM) TO COUNTY HIGHWAY D ON THE LEFT, TURN LEFT AND GO NORTH
 DH8267'ON COUNTY HIGHWAY D FOR 1.0 MI (1.61 KM) TO THE STATION ON THE RIGHT.
 DH8267'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8267'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8267'DIAMETER CONCRETE POST ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY
 DH8267'PAVEMENT.  THE STATION IS 8.7 M (28.5 FT) EAST OF THE CENTERLINE OF
 DH8267'COUNTY HIGHWAY D, 56.4 M (185.0 FT) NORTH OF ROCK BRANCH ROAD, 31.6 M
 DH8267'(103.7 FT) SOUTHEAST OF POWER POLE --4-3-12 52/02--, 1 M (3.3 FT) WEST
 DH8267'OF A CULTIVATED FIELD, 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS
 DH8267'POST, 1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST,
 DH8267'AND 1.0 M (3.3 FT) NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST
 DH8267'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8267'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8267
 DH8267                          STATION RECOVERY (2007)
 DH8267
 DH8267'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8268 ***********************************************************************
 DH8268  DESIGNATION -  1T11
 DH8268  PID         -  DH8268
 DH8268  STATE/COUNTY-  WI/IOWA
 DH8268  COUNTRY     -  US
 DH8268  USGS QUAD   -  JONESDALE (2018)
 DH8268
 DH8268                         *CURRENT SURVEY CONTROL
 DH8268  ______________________________________________________________________
 DH8268* NAD 83(1986) POSITION- 42 52 58.8    (N) 090 04 24.8    (W)   HD_HELD2
 DH8268* NAVD 88 ORTHO HEIGHT -   354.666 (meters)     1163.60  (feet) ADJUSTED
 DH8268  ______________________________________________________________________
 DH8268  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 DH8268  DYNAMIC HEIGHT  -        354.558 (meters)     1163.25  (feet) COMP
 DH8268  MODELED GRAVITY -    980,304.8   (mgal)                       NAVD 88
 DH8268
 DH8268  VERT ORDER      -  SECOND    CLASS I
 DH8268
 DH8268.The horizontal coordinates were established by autonomous hand held GPS
 DH8268.observations and have an estimated accuracy of +/- 10 meters.
 DH8268
 DH8268.The orthometric height was determined by differential leveling and
 DH8268.adjusted by the WI DEPT OF TRANSP
 DH8268.in May 2012.
 DH8268
 DH8268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8268.GEOID18 height accuracy estimate available here.
 DH8268
 DH8268.Click photographs - Photos may exist for this station.
 DH8268
 DH8268.The dynamic height is computed by dividing the NAVD 88
 DH8268.geopotential number by the normal gravity value computed on the
 DH8268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8268.degrees latitude (g = 980.6199 gals.).
 DH8268
 DH8268.The modeled gravity was interpolated from observed gravity values.
 DH8268
 DH8268;                    North         East    Units  Estimated Accuracy
 DH8268;SPC WI S     -    98,096.      593,991.      MT  (+/- 10 meters HH2 GPS)
 DH8268
 DH8268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3898951977(NAD 83)
 DH8268
 DH8268                          SUPERSEDED SURVEY CONTROL
 DH8268
 DH8268  NAVD 88 (04/20/07)  354.656  (m)         1163.57   (f) SUPERSEDED  2 1
 DH8268
 DH8268.Superseded values are not recommended for survey control.
 DH8268
 DH8268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8268.See file dsdata.pdf to determine how the superseded data were derived.
 DH8268
 DH8268_MARKER: DD = SURVEY DISK
 DH8268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8268_STAMPING: 1T11 2004
 DH8268_MARK LOGO: WIDT
 DH8268_PROJECTION: FLUSH
 DH8268_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8268+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 DH8268
 DH8268  HISTORY     - Date     Condition        Report By
 DH8268  HISTORY     - 2004     MONUMENTED       WIDT
 DH8268  HISTORY     - 20071008 GOOD             WIDT
 DH8268
 DH8268                          STATION DESCRIPTION
 DH8268
 DH8268'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8268'OWNERSHIP--TOWN OF MINERAL POINT.  TO REACH THE STATION FROM THE
 DH8268'JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 39 ABOUT 1 MI (1.61
 DH8268'KM) SOUTH OF THE CITY OF MINERAL POINT, GO EAST ON STATE HIGHWAY 39
 DH8268'FOR 5.2 MI (8.37 KM) TO TOWN LINE ROAD ON THE LEFT AND COUNTY HIGHWAY
 DH8268'P ON THE RIGHT, TURN LEFT AND GO NORTH ON TOWN LINE ROAD FOR 0.7 MI
 DH8268'(1.13 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8268'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8268'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 0.5 M (1.6
 DH8268'FT) ABOVE THE ROAD PAVEMENT.  THE STATION IS 9.8 M (32.2 FT) WEST OF
 DH8268'THE CENTERLINE OF TOWN LINE ROAD, 8 M (26.2 FT) SOUTH OF A FIELD
 DH8268'ENTRANCE, 1.6 M (5.2 FT) EAST OF A FENCE, 1.0 M (3.3 FT) WEST OF A
 DH8268'WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) NORTHEAST OF A WHITE
 DH8268'PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC
 DH8268'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8268'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8268
 DH8268                          STATION RECOVERY (2007)
 DH8268
 DH8268'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8268'RECOVERED IN GOOD CONDITION.  NOTE-- THE COUNTY HIGHWAY THAT JUNCTIONS
 DH8268'WITH STATE HIGHWAY 39 AND TOWN LINE ROAD IN THE 2004 DESCRIPTION IS
 DH8268'COUNTY HIGHWAY D (NOT COUNTY HIGHWAY P).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8269 ***********************************************************************
 DH8269  DESIGNATION -  1T12
 DH8269  PID         -  DH8269
 DH8269  STATE/COUNTY-  WI/IOWA
 DH8269  COUNTRY     -  US
 DH8269  USGS QUAD   -  JONESDALE (2018)
 DH8269
 DH8269                         *CURRENT SURVEY CONTROL
 DH8269  ______________________________________________________________________
 DH8269* NAD 83(1986) POSITION- 42 54 26.3    (N) 090 03 34.9    (W)   HD_HELD2
 DH8269* NAVD 88 ORTHO HEIGHT -   283.834 (meters)      931.21  (feet) ADJUSTED
 DH8269  ______________________________________________________________________
 DH8269  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 DH8269  DYNAMIC HEIGHT  -        283.748 (meters)      930.93  (feet) COMP
 DH8269  MODELED GRAVITY -    980,312.7   (mgal)                       NAVD 88
 DH8269
 DH8269  VERT ORDER      -  SECOND    CLASS I
 DH8269
 DH8269.The horizontal coordinates were established by autonomous hand held GPS
 DH8269.observations and have an estimated accuracy of +/- 10 meters.
 DH8269
 DH8269.The orthometric height was determined by differential leveling and
 DH8269.adjusted by the WI DEPT OF TRANSP
 DH8269.in May 2012.
 DH8269
 DH8269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8269.GEOID18 height accuracy estimate available here.
 DH8269
 DH8269.Click photographs - Photos may exist for this station.
 DH8269
 DH8269.The dynamic height is computed by dividing the NAVD 88
 DH8269.geopotential number by the normal gravity value computed on the
 DH8269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8269.degrees latitude (g = 980.6199 gals.).
 DH8269
 DH8269.The modeled gravity was interpolated from observed gravity values.
 DH8269
 DH8269;                    North         East    Units  Estimated Accuracy
 DH8269;SPC WI S     -   100,795.      595,125.      MT  (+/- 10 meters HH2 GPS)
 DH8269
 DH8269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4002754716(NAD 83)
 DH8269
 DH8269                          SUPERSEDED SURVEY CONTROL
 DH8269
 DH8269  NAVD 88 (04/20/07)  283.824  (m)          931.18   (f) SUPERSEDED  2 1
 DH8269
 DH8269.Superseded values are not recommended for survey control.
 DH8269
 DH8269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8269.See file dsdata.pdf to determine how the superseded data were derived.
 DH8269
 DH8269_MARKER: DD = SURVEY DISK
 DH8269_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8269_SP_SET: BRIDGE ABUTMENT
 DH8269_STAMPING: 1T12 2004
 DH8269_MARK LOGO: WIDT
 DH8269_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8269+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2019
 DH8269
 DH8269  HISTORY     - Date     Condition        Report By
 DH8269  HISTORY     - 2004     MONUMENTED       WIDT
 DH8269  HISTORY     - 20071008 GOOD             WIDT
 DH8269  HISTORY     - 20191110 GOOD             WIDT
 DH8269
 DH8269                          STATION DESCRIPTION
 DH8269
 DH8269'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8269'OWNERSHIP--TOWN OF WALDWICK.  TO REACH THE STATION FROM THE JUNCTION
 DH8269'OF STATE HIGHWAY 23 WITH STATE HIGHWAY 39 ABOUT 1 MI (1.61 KM) SOUTH
 DH8269'OF THE CITY OF MINERAL POINT, GO EAST ON STATE HIGHWAY 39 FOR 5.2 MI
 DH8269'(8.37 KM) TO TOWN LINE ROAD ON THE LEFT AND COUNTY HIHGWAY D ON THE
 DH8269'RIGHT, TURN LEFT AND GO NORTH ON TOWN LINE ROAD FOR 1.9 MI (3.06 KM)
 DH8269'TO SUNNY RIDGE ROAD, TURN RIGHT AND GO NORTHEAST ON SUNNY RIDGE ROAD
 DH8269'FOR 0.9 MI (1.45 KM) TO THE STATION ON THE RIGHT.   THE STATION IS A
 DH8269'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8269'STATION DISK SET IN THE NORTH END OF THE EAST ABUTMENT OF A BRIDGE
 DH8269'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 4.1 M (13.5 FT)
 DH8269'SOUTH OF THE CENTERLINE OF SUNNY RIDGE ROAD, 51 M (167.3 FT) EAST OF
 DH8269'THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, AND 28.7 M (94.2 FT) WEST
 DH8269'OF A --LEFT CURVE AHEAD-- SIGN.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8269'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8269
 DH8269                          STATION RECOVERY (2007)
 DH8269
 DH8269'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8269'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M WEST OF A
 DH8269'WHITE PLASTIC WITNESS POST.
 DH8269
 DH8269                          STATION RECOVERY (2019)
 DH8269
 DH8269'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DH8269'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8270 ***********************************************************************
 DH8270  DESIGNATION -  1T13
 DH8270  PID         -  DH8270
 DH8270  STATE/COUNTY-  WI/IOWA
 DH8270  COUNTRY     -  US
 DH8270  USGS QUAD   -  JONESDALE (2018)
 DH8270
 DH8270                         *CURRENT SURVEY CONTROL
 DH8270  ______________________________________________________________________
 DH8270* NAD 83(1986) POSITION- 42 55 41.57   (N) 090 03 18.79   (W)   HD_HELD1
 DH8270* NAVD 88 ORTHO HEIGHT -   359.598 (meters)     1179.78  (feet) ADJUSTED
 DH8270  ______________________________________________________________________
 DH8270  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 DH8270  DYNAMIC HEIGHT  -        359.493 (meters)     1179.44  (feet) COMP
 DH8270  MODELED GRAVITY -    980,317.5   (mgal)                       NAVD 88
 DH8270
 DH8270  VERT ORDER      -  SECOND    CLASS I
 DH8270
 DH8270.The horizontal coordinates were determined by differentially corrected
 DH8270.hand held GPS observations or other comparable positioning techniques
 DH8270.and have an estimated accuracy of +/- 3 meters.
 DH8270
 DH8270.The orthometric height was determined by differential leveling and
 DH8270.adjusted by the NATIONAL GEODETIC SURVEY
 DH8270.in July 2020.
 DH8270
 DH8270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8270.GEOID18 height accuracy estimate available here.
 DH8270
 DH8270.Click photographs - Photos may exist for this station.
 DH8270
 DH8270.The dynamic height is computed by dividing the NAVD 88
 DH8270.geopotential number by the normal gravity value computed on the
 DH8270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8270.degrees latitude (g = 980.6199 gals.).
 DH8270
 DH8270.The modeled gravity was interpolated from observed gravity values.
 DH8270
 DH8270;                    North         East    Units  Estimated Accuracy
 DH8270;SPC WI S     -   103,117.5     595,492.3     MT  (+/- 3 meters HH1 GPS) 
 DH8270
 DH8270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4031157051(NAD 83)
 DH8270
 DH8270                          SUPERSEDED SURVEY CONTROL
 DH8270
 DH8270  NAVD 88 (05/08/12)  359.624  (m)         1179.87   (f) SUPERSEDED  2 1
 DH8270  NAVD 88 (04/20/07)  359.614  (m)         1179.83   (f) SUPERSEDED  2 1
 DH8270
 DH8270.Superseded values are not recommended for survey control.
 DH8270
 DH8270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8270.See file dsdata.pdf to determine how the superseded data were derived.
 DH8270
 DH8270_MARKER: DD = SURVEY DISK
 DH8270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8270_STAMPING: 1T13 2004
 DH8270_MARK LOGO: WIDT
 DH8270_PROJECTION: FLUSH
 DH8270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8270+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2019
 DH8270
 DH8270  HISTORY     - Date     Condition        Report By
 DH8270  HISTORY     - 2004     MONUMENTED       WIDT
 DH8270  HISTORY     - 20071008 GOOD             WIDT
 DH8270  HISTORY     - 20191110 GOOD             WIDT
 DH8270
 DH8270                          STATION DESCRIPTION
 DH8270
 DH8270'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8270'OWNERSHIP--TOWN OF RIDGEWAY.  TO REACH THE STATION FROM THE JUNCTION
 DH8270'OF STATE HIGHWAY 191 WITH COUNTY HIGHWAY Y SOUTH ABOUT 3 MI (4.83 KM)
 DH8270'EAST-SOUTHEAST OF THE CITY OF DODGEVILLE, GO SOUTH ON COUNTY HIGHWAY Y
 DH8270'FOR 0.2 MI (0.32 KM) TO WHERE COUNTY Y GOES SOUTHWEST AND MCGRAW ROAD
 DH8270'GOES SOUTH, GO SOUTH ON MCGRAW ROAD FOR 1.0 MI (1.61 KM) TO THE
 DH8270'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8270'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8270'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH8270'THE STATION IS 8.2 M (26.9 FT) EAST OF THE CENTERLINE OF MCGRAW ROAD,
 DH8270'50.7 M (166.3 FT) NORTH OF TELEPHONE PEDESTAL --3191-- , 10 M (32.8
 DH8270'FT) SOUTH OF A FIELD ENTRANCE, 2 M (6.6 FT) WEST IF A CULTIVATED
 DH8270'FIELD, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POLE, 1.0 M
 DH8270'(3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POLE AND 1.0 M (3.3 FT)
 DH8270'WEST OF A WHITE PLASTIC WITNESS POLE.  ---NOTE---THIS STATION HAS NO
 DH8270'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DH8270'HORIZON.
 DH8270
 DH8270                          STATION RECOVERY (2007)
 DH8270
 DH8270'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8270'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 82 M
 DH8270'NORTH OF LAWINGER ROAD.
 DH8270
 DH8270                          STATION RECOVERY (2019)
 DH8270
 DH8270'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DH8270'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8271 ***********************************************************************
 DH8271  DESIGNATION -  1T14
 DH8271  PID         -  DH8271
 DH8271  STATE/COUNTY-  WI/IOWA
 DH8271  COUNTRY     -  US
 DH8271  USGS QUAD   -  JONESDALE (2018)
 DH8271
 DH8271                         *CURRENT SURVEY CONTROL
 DH8271  ______________________________________________________________________
 DH8271* NAD 83(1986) POSITION- 42 57 03.08   (N) 090 04 10.23   (W)   HD_HELD1
 DH8271* NAVD 88 ORTHO HEIGHT -   308.452 (meters)     1011.98  (feet) ADJUSTED
 DH8271  ______________________________________________________________________
 DH8271  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 DH8271  DYNAMIC HEIGHT  -        308.362 (meters)     1011.68  (feet) COMP
 DH8271  MODELED GRAVITY -    980,318.8   (mgal)                       NAVD 88
 DH8271
 DH8271  VERT ORDER      -  SECOND    CLASS I
 DH8271
 DH8271.The horizontal coordinates were determined by differentially corrected
 DH8271.hand held GPS observations or other comparable positioning techniques
 DH8271.and have an estimated accuracy of +/- 3 meters.
 DH8271
 DH8271.The orthometric height was determined by differential leveling and
 DH8271.adjusted by the WI DEPT OF TRANSP
 DH8271.in May 2012.
 DH8271
 DH8271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8271.GEOID18 height accuracy estimate available here.
 DH8271
 DH8271.Click photographs - Photos may exist for this station.
 DH8271
 DH8271.The dynamic height is computed by dividing the NAVD 88
 DH8271.geopotential number by the normal gravity value computed on the
 DH8271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8271.degrees latitude (g = 980.6199 gals.).
 DH8271
 DH8271.The modeled gravity was interpolated from observed gravity values.
 DH8271
 DH8271;                    North         East    Units  Estimated Accuracy
 DH8271;SPC WI S     -   105,633.5     594,327.9     MT  (+/- 3 meters HH1 GPS) 
 DH8271
 DH8271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3905759524(NAD 83)
 DH8271
 DH8271                          SUPERSEDED SURVEY CONTROL
 DH8271
 DH8271  NAVD 88 (04/20/07)  308.442  (m)         1011.95   (f) SUPERSEDED  2 1
 DH8271
 DH8271.Superseded values are not recommended for survey control.
 DH8271
 DH8271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8271.See file dsdata.pdf to determine how the superseded data were derived.
 DH8271
 DH8271_MARKER: DD = SURVEY DISK
 DH8271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8271_SP_SET: BRIDGE WINGWALL
 DH8271_STAMPING: 1T14 2004
 DH8271_MARK LOGO: WIDT
 DH8271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8271+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2019
 DH8271
 DH8271  HISTORY     - Date     Condition        Report By
 DH8271  HISTORY     - 2004     MONUMENTED       WIDT
 DH8271  HISTORY     - 20071008 GOOD             WIDT
 DH8271  HISTORY     - 20191110 GOOD             WIDT
 DH8271
 DH8271                          STATION DESCRIPTION
 DH8271
 DH8271'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8271'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8271'STATION FROM THE JUNCTION OF STATE HIGHWAY 191 WITH COUNTY HIGHWAY Z
 DH8271'AND BRENNAN ROAD ABOUT 1 MI (1.61 KM) SOUTHEAST OF THE CITY OF
 DH8271'DODGEVILLE, GO EAST ON STATE HIGHWAY 191 FOR 1.3 MI (2.09 KM) TO THE
 DH8271'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8271'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE CORNER
 DH8271'OF THE SOUTHEAST WINGWALL OF THE BRIDGE ABOUT 2 M (6.6 FT) BELOW THE
 DH8271'HIGHWAY PAVEMENT.  THE STATION IS 10.1 M (33.1 FT) SOUTH OF THE
 DH8271'CENTERLINE OF STATE HIGHWAY 191, 45.0 M (147.6 FT) EAST OF THE CENTER
 DH8271'OF A PRIVATE ENTRANCE --5463-- , 11.0 M (36.1 FT) SOUTHWEST OF THE
 DH8271'EASTERN END OF THE SOUTH GUARDRAIL AND 1.0 M (3.3 FT) WEST OF A WHITE
 DH8271'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8271'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8271
 DH8271                          STATION RECOVERY (2007)
 DH8271
 DH8271'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8271'RECOVERED IN GOOD CONDITION.
 DH8271
 DH8271                          STATION RECOVERY (2019)
 DH8271
 DH8271'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DH8271'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8273 ***********************************************************************
 DH8273  DESIGNATION -  1T16
 DH8273  PID         -  DH8273
 DH8273  STATE/COUNTY-  WI/IOWA
 DH8273  COUNTRY     -  US
 DH8273  USGS QUAD   -  JONESDALE (2018)
 DH8273
 DH8273                         *CURRENT SURVEY CONTROL
 DH8273  ______________________________________________________________________
 DH8273* NAD 83(1986) POSITION- 42 57 35.73   (N) 090 06 24.13   (W)   HD_HELD1
 DH8273* NAVD 88 ORTHO HEIGHT -   354.953 (meters)     1164.54  (feet) ADJUSTED
 DH8273  ______________________________________________________________________
 DH8273  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 DH8273  DYNAMIC HEIGHT  -        354.848 (meters)     1164.20  (feet) COMP
 DH8273  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 DH8273
 DH8273  VERT ORDER      -  SECOND    CLASS I
 DH8273
 DH8273.The horizontal coordinates were determined by differentially corrected
 DH8273.hand held GPS observations or other comparable positioning techniques
 DH8273.and have an estimated accuracy of +/- 3 meters.
 DH8273
 DH8273.The orthometric height was determined by differential leveling and
 DH8273.adjusted by the WI DEPT OF TRANSP
 DH8273.in May 2012.
 DH8273
 DH8273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8273.GEOID18 height accuracy estimate available here.
 DH8273
 DH8273.Click photographs - Photos may exist for this station.
 DH8273
 DH8273.The dynamic height is computed by dividing the NAVD 88
 DH8273.geopotential number by the normal gravity value computed on the
 DH8273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8273.degrees latitude (g = 980.6199 gals.).
 DH8273
 DH8273.The modeled gravity was interpolated from observed gravity values.
 DH8273
 DH8273;                    North         East    Units  Estimated Accuracy
 DH8273;SPC WI S     -   106,644.2     591,294.0     MT  (+/- 3 meters HH1 GPS) 
 DH8273
 DH8273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3598860426(NAD 83)
 DH8273
 DH8273                          SUPERSEDED SURVEY CONTROL
 DH8273
 DH8273  NAVD 88 (04/20/07)  354.942  (m)         1164.51   (f) SUPERSEDED  2 1
 DH8273
 DH8273.Superseded values are not recommended for survey control.
 DH8273
 DH8273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8273.See file dsdata.pdf to determine how the superseded data were derived.
 DH8273
 DH8273_MARKER: DD = SURVEY DISK
 DH8273_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8273_SP_SET: PARAPET WALL
 DH8273_STAMPING: 1T16 2004
 DH8273_MARK LOGO: WIDT
 DH8273_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8273+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2019
 DH8273
 DH8273  HISTORY     - Date     Condition        Report By
 DH8273  HISTORY     - 2004     MONUMENTED       WIDT
 DH8273  HISTORY     - 20071008 GOOD             WIDT
 DH8273  HISTORY     - 20160912 GOOD             WIDT
 DH8273  HISTORY     - 20191110 GOOD             WIDT
 DH8273
 DH8273                          STATION DESCRIPTION
 DH8273
 DH8273'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8273'OWNERSHIP--TOWN OF DODGEVILLE.  TO REACH THE STATION FROM JUNCTION OF
 DH8273'STATE HIGHWAY 23 (IOWA STREET) WITH STATE HIGHWAY 191 (DIVISION
 DH8273'STREET) IN THE CITY OF DODGEVILLE, GO EAST ON STATE HIGHWAY 191
 DH8273'(DIVISON STREET) FOR 0.9 MI (1.45 KM) TO WHERE STATE HIGHWAY 191 GOES
 DH8273'SOUTH, BENNETTE STREET GOES NORTH AND SECTION LINE ROAD CONTINUES
 DH8273'STRAIGHT AHEAD, CONTINUE EAST ON SECTION LINE ROAD FOR 0.3 MI (0.48
 DH8273'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8273'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8273'IN THE WEST END OF THE NORTH PARAPET OF BRIDGE --B-25-23-80-- ABOUT 1
 DH8273'M (3.3 FT) ABOVE THE ROAD PAVEMENT.  THE STATION IS 5.1 M (16.7 FT)
 DH8273'NORTH OF THE CENTERLINE OF SECTION LINE ROAD AND 6.6 M (21.7 FT) EAST
 DH8273'OF A POST FOR A --SCHOOL BUS STOP AHEAD-- SIGN.   ---NOTE---THIS
 DH8273'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8273'ABOVE THE HORIZON.
 DH8273
 DH8273                          STATION RECOVERY (2007)
 DH8273
 DH8273'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8273'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.5 M EAST OF A
 DH8273'WHITE PLASTIC WITNESS POST.
 DH8273
 DH8273                          STATION RECOVERY (2016)
 DH8273
 DH8273'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8273'RECOVERED AS DESCRIBED.
 DH8273
 DH8273                          STATION RECOVERY (2019)
 DH8273
 DH8273'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DH8273'RECOVERED AS DESCRIBED.
 DH8273'
 DH8273'NOTE-AS PART OF A TRANSPORTATION IMPROVEMENT PROJECT PERFORMED IN
 DH8273'2019, THE SPAN OF STRUCTURE B-25-23 WAS REPORTED TO HAVE BEEN LIFTED
 DH8273'AS PART OF A BEARING AND JOINT REPLACEMENT EFFORT.  AT THE COMPLETION
 DH8273'OF THE MAINTENANCE PROJECT, A NEW ASPHALT APPROACH WAS CONSTRUCTED,
 DH8273'HOWEVER, THE PARAPET WALLS DO NOT OTHERWISE APPEAR TO HAVE BEEN
 DH8273'STRUCTURALLY IMPACTED BY THE IMPROVEMENTS PERFORMED TO THE BRIDGE
 DH8273'SPAN.  NEW OBSERVATIONS TO THE BENCH MARK WERE CONDUCTED ON THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9742 ***********************************************************************
 DF9742  DESIGNATION -  1U01
 DF9742  PID         -  DF9742
 DF9742  STATE/COUNTY-  WI/GREEN
 DF9742  COUNTRY     -  US
 DF9742  USGS QUAD   -  MONROE (2018)
 DF9742
 DF9742                         *CURRENT SURVEY CONTROL
 DF9742  ______________________________________________________________________
 DF9742* NAD 83(1986) POSITION- 42 33 39.43   (N) 089 39 37.79   (W)   HD_HELD1
 DF9742* NAVD 88 ORTHO HEIGHT -   311.402 (meters)     1021.66  (feet) ADJUSTED
 DF9742  ______________________________________________________________________
 DF9742  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 DF9742  DYNAMIC HEIGHT  -        311.304 (meters)     1021.34  (feet) COMP
 DF9742  MODELED GRAVITY -    980,298.1   (mgal)                       NAVD 88
 DF9742
 DF9742  VERT ORDER      -  SECOND    CLASS I
 DF9742
 DF9742.The horizontal coordinates were determined by differentially corrected
 DF9742.hand held GPS observations or other comparable positioning techniques
 DF9742.and have an estimated accuracy of +/- 3 meters.
 DF9742
 DF9742.The orthometric height was determined by differential leveling and
 DF9742.adjusted by the WI DEPT OF TRANSP
 DF9742.in May 2012.
 DF9742
 DF9742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9742.GEOID18 height accuracy estimate available here.
 DF9742
 DF9742.Click photographs - Photos may exist for this station.
 DF9742
 DF9742.The dynamic height is computed by dividing the NAVD 88
 DF9742.geopotential number by the normal gravity value computed on the
 DF9742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9742.degrees latitude (g = 980.6199 gals.).
 DF9742
 DF9742.The modeled gravity was interpolated from observed gravity values.
 DF9742
 DF9742;                    North         East    Units  Estimated Accuracy
 DF9742;SPC WI S     -    62,374.5     627,880.7     MT  (+/- 3 meters HH1 GPS) 
 DF9742
 DF9742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8160215492(NAD 83)
 DF9742
 DF9742                          SUPERSEDED SURVEY CONTROL
 DF9742
 DF9742  NAVD 88 (04/20/07)  311.386  (m)         1021.61   (f) SUPERSEDED  2 1
 DF9742  NAVD 88 (02/25/04)  311.360  (m)         1021.52   (f) SUPERSEDED  2 1
 DF9742
 DF9742.Superseded values are not recommended for survey control.
 DF9742
 DF9742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9742.See file dsdata.pdf to determine how the superseded data were derived.
 DF9742
 DF9742_MARKER: DD = SURVEY DISK
 DF9742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9742_STAMPING: 1U01 2002
 DF9742_MARK LOGO: WIDT
 DF9742_PROJECTION: FLUSH
 DF9742_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9742+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 DF9742
 DF9742  HISTORY     - Date     Condition        Report By
 DF9742  HISTORY     - 2001     MONUMENTED       WIDT
 DF9742  HISTORY     - 20040413 GOOD             USPSQD
 DF9742  HISTORY     - 20070912 GOOD             WIDT
 DF9742
 DF9742                          STATION DESCRIPTION
 DF9742
 DF9742'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9742'THE STATION IS LOCATED ABOUT 31 KM NORTH OF FREEPORT, ILLINOIS, 23 KM
 DF9742'SOUTHWEST OF BROADHEAD, AND 4 KM SOUTH OF MONROE.
 DF9742'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9742'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 69
 DF9742'IN THE CITY OF MONROE, GO SOUTH ON STATE HIGHWAY 69 FOR 5.8 KM TO
 DF9742'MELVIN ROAD, CONTINUE SOUTH ON STATE HIGHWAY 69 FOR 0.2 KM TO THE
 DF9742'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9742'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9742'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT4 M
 DF9742'ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 25.0 M EAST OF THE
 DF9742'CENTERLINE OF STATE HIGHWAY 69, 59 M NORTH OF THE EXTENDED CENTERLINE
 DF9742'OF PRIVATE ENTRANCE --DAIRYLAND MARKETING-N1637--, AND 6 M WEST OF A
 DF9742'CULTIVATED FIELD. ---NOTE---THE STATION IS SOUTH, NORTH AND WEST OF
 DF9742'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9742'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9742'HORIZON.
 DF9742
 DF9742                          STATION RECOVERY (2004)
 DF9742
 DF9742'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9742'RECOVERED IN GOOD CONDITION.
 DF9742
 DF9742                          STATION RECOVERY (2007)
 DF9742
 DF9742'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9742'RECOVERED IN GOOD CONDITION.  NOTE-- DAIRYLAND MARKETING IN THE 2001
 DF9742'DESCRIPTION IS NOW NAMED --COUNTRY STORE--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9741 ***********************************************************************
 DF9741  DESIGNATION -  1U02
 DF9741  PID         -  DF9741
 DF9741  STATE/COUNTY-  WI/GREEN
 DF9741  COUNTRY     -  US
 DF9741  USGS QUAD   -  MONROE (2018)
 DF9741
 DF9741                         *CURRENT SURVEY CONTROL
 DF9741  ______________________________________________________________________
 DF9741* NAD 83(1986) POSITION- 42 34 41.9    (N) 089 39 18.6    (W)   HD_HELD2
 DF9741* NAVD 88 ORTHO HEIGHT -   307.320 (meters)     1008.27  (feet) ADJUSTED
 DF9741  ______________________________________________________________________
 DF9741  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 DF9741  DYNAMIC HEIGHT  -        307.223 (meters)     1007.95  (feet) COMP
 DF9741  MODELED GRAVITY -    980,299.6   (mgal)                       NAVD 88
 DF9741
 DF9741  VERT ORDER      -  SECOND    CLASS I
 DF9741
 DF9741.The horizontal coordinates were established by autonomous hand held GPS
 DF9741.observations and have an estimated accuracy of +/- 10 meters.
 DF9741
 DF9741.The orthometric height was determined by differential leveling and
 DF9741.adjusted by the WI DEPT OF TRANSP
 DF9741.in May 2012.
 DF9741
 DF9741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9741.GEOID18 height accuracy estimate available here.
 DF9741
 DF9741.Click photographs - Photos may exist for this station.
 DF9741
 DF9741.The dynamic height is computed by dividing the NAVD 88
 DF9741.geopotential number by the normal gravity value computed on the
 DF9741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9741.degrees latitude (g = 980.6199 gals.).
 DF9741
 DF9741.The modeled gravity was interpolated from observed gravity values.
 DF9741
 DF9741;                    North         East    Units  Estimated Accuracy
 DF9741;SPC WI S     -    64,304.      628,310.      MT  (+/- 10 meters HH2 GPS)
 DF9741
 DF9741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8210017405(NAD 83)
 DF9741
 DF9741                          SUPERSEDED SURVEY CONTROL
 DF9741
 DF9741  NAVD 88 (04/20/07)  307.303  (m)         1008.21   (f) SUPERSEDED  2 1
 DF9741  NAVD 88 (02/25/04)  307.276  (m)         1008.12   (f) SUPERSEDED  2 1
 DF9741
 DF9741.Superseded values are not recommended for survey control.
 DF9741
 DF9741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9741.See file dsdata.pdf to determine how the superseded data were derived.
 DF9741
 DF9741_MARKER: DD = SURVEY DISK
 DF9741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9741_STAMPING: 1U02 2002
 DF9741_MARK LOGO: WIDT
 DF9741_PROJECTION: FLUSH
 DF9741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9741+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 DF9741
 DF9741  HISTORY     - Date     Condition        Report By
 DF9741  HISTORY     - 2001     MONUMENTED       WIDT
 DF9741  HISTORY     - 20040413 GOOD             USPSQD
 DF9741  HISTORY     - 20070912 GOOD             WIDT
 DF9741
 DF9741                          STATION DESCRIPTION
 DF9741
 DF9741'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9741'THE STATION IS LOCATED ABOUT 32 KM NORTH OF FREEPORT, ILLINOIS, 23 KM
 DF9741'SOUTHWEST OF BROADHEAD, AND 3 KM SOUTH OF MONROE.
 DF9741'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9741'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 69
 DF9741'AND STATE HIGHWAY 81 IN THE CITY OF MONROE, GO SOUTH ON STATE HIGHWAY
 DF9741'69 FOR 3.6 KM TO PATINA LANE, CONTINUE SOUTH ON STATE HIGHWAY 69 FOR
 DF9741'0.4 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9741'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9741'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.4 M
 DF9741'AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 19.4 M
 DF9741'WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 69, 92 M
 DF9741'NORTH-NORTHEAST OF THE CENTERLINE OF FRANKLIN ROAD, AND 1.5 M EAST OF
 DF9741'A BARBED WIRE FENCE. ---NOTE---THE STATION IS NORTH, EAST AND
 DF9741'NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9741'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9741'ABOVE THE HORIZON.
 DF9741
 DF9741                          STATION RECOVERY (2004)
 DF9741
 DF9741'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9741'RECOVERED IN GOOD CONDITION.
 DF9741
 DF9741                          STATION RECOVERY (2007)
 DF9741
 DF9741'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9740 ***********************************************************************
 DF9740  DESIGNATION -  1U03
 DF9740  PID         -  DF9740
 DF9740  STATE/COUNTY-  WI/GREEN
 DF9740  COUNTRY     -  US
 DF9740  USGS QUAD   -  MONROE (2018)
 DF9740
 DF9740                         *CURRENT SURVEY CONTROL
 DF9740  ______________________________________________________________________
 DF9740* NAD 83(1986) POSITION- 42 36 37.76   (N) 089 37 56.93   (W)   HD_HELD1
 DF9740* NAVD 88 ORTHO HEIGHT -   329.424 (meters)     1080.79  (feet) ADJUSTED
 DF9740  ______________________________________________________________________
 DF9740  GEOID HEIGHT    -        -33.645 (meters)                     GEOID18
 DF9740  DYNAMIC HEIGHT  -        329.322 (meters)     1080.45  (feet) COMP
 DF9740  MODELED GRAVITY -    980,302.6   (mgal)                       NAVD 88
 DF9740
 DF9740  VERT ORDER      -  SECOND    CLASS I
 DF9740
 DF9740.The horizontal coordinates were determined by differentially corrected
 DF9740.hand held GPS observations or other comparable positioning techniques
 DF9740.and have an estimated accuracy of +/- 3 meters.
 DF9740
 DF9740.The orthometric height was determined by differential leveling and
 DF9740.adjusted by the WI DEPT OF TRANSP
 DF9740.in May 2012.
 DF9740
 DF9740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9740.GEOID18 height accuracy estimate available here.
 DF9740
 DF9740.Click photographs - Photos may exist for this station.
 DF9740
 DF9740.The dynamic height is computed by dividing the NAVD 88
 DF9740.geopotential number by the normal gravity value computed on the
 DF9740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9740.degrees latitude (g = 980.6199 gals.).
 DF9740
 DF9740.The modeled gravity was interpolated from observed gravity values.
 DF9740
 DF9740;                    North         East    Units  Estimated Accuracy
 DF9740;SPC WI S     -    67,887.1     630,157.2     MT  (+/- 3 meters HH1 GPS) 
 DF9740
 DF9740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8407420921(NAD 83)
 DF9740
 DF9740                          SUPERSEDED SURVEY CONTROL
 DF9740
 DF9740  NAVD 88 (04/20/07)  329.408  (m)         1080.73   (f) SUPERSEDED  2 1
 DF9740  NAVD 88 (02/25/04)  329.381  (m)         1080.64   (f) SUPERSEDED  2 1
 DF9740
 DF9740.Superseded values are not recommended for survey control.
 DF9740
 DF9740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9740.See file dsdata.pdf to determine how the superseded data were derived.
 DF9740
 DF9740_MARKER: DD = SURVEY DISK
 DF9740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9740_STAMPING: 1U03 2002
 DF9740_MARK LOGO: WIDT
 DF9740_PROJECTION: FLUSH
 DF9740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9740+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2007
 DF9740
 DF9740  HISTORY     - Date     Condition        Report By
 DF9740  HISTORY     - 2001     MONUMENTED       WIDT
 DF9740  HISTORY     - 20040413 GOOD             USPSQD
 DF9740  HISTORY     - 20070911 GOOD             WIDT
 DF9740
 DF9740                          STATION DESCRIPTION
 DF9740
 DF9740'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9740'THE STATION IS LOCATED IN THE CITY OF MONROE. OWNERSHIP--CITY OF
 DF9740'MONROE.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11
 DF9740'WITH STATE HIGHWAY 69 NORTH AND 18TH AVENUE IN THE CITY OF MONROE, GO
 DF9740'SOUTH ON 18TH AVENUE FOR 1.2 KM TO 6TH STREET, TURN LEFT AND GO EAST
 DF9740'ON 6TH STREET FOR 0.3 KM TO 22ND AVENUE, TURN LEFT AND GO NORTH ON
 DF9740'22ND AVENUE FOR 0.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9740'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9740'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9740'A DEPTH OF 1.3 M AND ABOUT LEVEL WITH THE STREET PAVEMENT. THE
 DF9740'STATION IS 6.9 M EAST OF THE CENTERLINE OF 22ND AVENUE, 58.1 M
 DF9740'NORTH-NORTHWEST OF THE WESTERNMOST BRICK COLUMN FOR A --MONROE UNITED
 DF9740'METHODIST CHURCH-- SIGN, 22.7 M SOUTH OF THE CENTERLINE OF 2ND
 DF9740'STREET, 17.9 M EAST OF THE EASTERN MOST WOOD POST FOR A --SAINT JOHNS
 DF9740'UNITED CHURCH OF CHRIST GARDEN APTS-- SIGN, AND 2.4 M WEST OF THE
 DF9740'EDGE OF THE PAVEMENT TO THE CHURCH PARKING LOT. ---NOTE---THIS
 DF9740'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9740'ABOVE THE HORIZON.
 DF9740
 DF9740                          STATION RECOVERY (2004)
 DF9740
 DF9740'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9740'RECOVERED IN GOOD CONDITION.
 DF9740
 DF9740                          STATION RECOVERY (2007)
 DF9740
 DF9740'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9740'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12.1 M NORTH OF THE
 DF9740'CENTERLINE OF THE ENTRANCE TO THE METHODIST CHURCH PARKING LOT AND 0.4
 DF9740'M WEST OF THE WEST EDGE OF A CONCRETE SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9739 ***********************************************************************
 DF9739  DESIGNATION -  1U04
 DF9739  PID         -  DF9739
 DF9739  STATE/COUNTY-  WI/GREEN
 DF9739  COUNTRY     -  US
 DF9739  USGS QUAD   -  JUDA (2018)
 DF9739
 DF9739                         *CURRENT SURVEY CONTROL
 DF9739  ______________________________________________________________________
 DF9739* NAD 83(1986) POSITION- 42 36 37.25   (N) 089 36 46.73   (W)   HD_HELD1
 DF9739* NAVD 88 ORTHO HEIGHT -   323.687 (meters)     1061.96  (feet) ADJUSTED
 DF9739  ______________________________________________________________________
 DF9739  GEOID HEIGHT    -        -33.652 (meters)                     GEOID18
 DF9739  DYNAMIC HEIGHT  -        323.587 (meters)     1061.64  (feet) COMP
 DF9739  MODELED GRAVITY -    980,303.7   (mgal)                       NAVD 88
 DF9739
 DF9739  VERT ORDER      -  SECOND    CLASS I
 DF9739
 DF9739.The horizontal coordinates were determined by differentially corrected
 DF9739.hand held GPS observations or other comparable positioning techniques
 DF9739.and have an estimated accuracy of +/- 3 meters.
 DF9739
 DF9739.The orthometric height was determined by differential leveling and
 DF9739.adjusted by the WI DEPT OF TRANSP
 DF9739.in May 2012.
 DF9739
 DF9739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9739.GEOID18 height accuracy estimate available here.
 DF9739
 DF9739.Click photographs - Photos may exist for this station.
 DF9739
 DF9739.The dynamic height is computed by dividing the NAVD 88
 DF9739.geopotential number by the normal gravity value computed on the
 DF9739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9739.degrees latitude (g = 980.6199 gals.).
 DF9739
 DF9739.The modeled gravity was interpolated from observed gravity values.
 DF9739
 DF9739;                    North         East    Units  Estimated Accuracy
 DF9739;SPC WI S     -    67,878.6     631,757.4     MT  (+/- 3 meters HH1 GPS) 
 DF9739
 DF9739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8567320855(NAD 83)
 DF9739
 DF9739                          SUPERSEDED SURVEY CONTROL
 DF9739
 DF9739  NAVD 88 (04/20/07)  323.670  (m)         1061.91   (f) SUPERSEDED  2 1
 DF9739  NAVD 88 (02/25/04)  323.643  (m)         1061.82   (f) SUPERSEDED  2 1
 DF9739
 DF9739.Superseded values are not recommended for survey control.
 DF9739
 DF9739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9739.See file dsdata.pdf to determine how the superseded data were derived.
 DF9739
 DF9739_MARKER: DD = SURVEY DISK
 DF9739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9739_STAMPING: 1U04 2002
 DF9739_MARK LOGO: WIDT
 DF9739_PROJECTION: FLUSH
 DF9739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9739+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2007
 DF9739
 DF9739  HISTORY     - Date     Condition        Report By
 DF9739  HISTORY     - 2001     MONUMENTED       WIDT
 DF9739  HISTORY     - 20040413 GOOD             USPSQD
 DF9739  HISTORY     - 20070911 GOOD             WIDT
 DF9739
 DF9739                          STATION DESCRIPTION
 DF9739
 DF9739'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9739'THE STATION IS LOCATED IN THE CITY OF MONROE.  OWNERSHIP--WISCONSIN
 DF9739'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9739'OF STATE HIGHWAY 11 WITH STATE HIGHWAY 59 IN THE CITY OF MONROE, GO
 DF9739'NORTHEAST ON STATE HIGHWAY 59 FOR 0.6 KM TO THE STATION ON THE RIGHT.
 DF9739'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9739'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9739'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY
 DF9739'PAVEMENT. THE STATION IS 24.5 M SOUTH OF THE CENTERLINE OF STATE
 DF9739'HIGHWAY 59, 79 M WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DF9739'--W5096--, 52.1 M SOUTHEAST OF POWER POLE --2-7-25  21/0--, 34.7 M
 DF9739'SOUTH OF A WOOD POST FOR A --DIVIDED HIGHWAY-- SIGN, AND 3.0 M
 DF9739'NORTH-NORTHWEST OF A --R/W-- POST.  ---NOTE---THE STATION IS EAST,
 DF9739'WEST AND NORTH OF THREE WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS
 DF9739'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9739'ABOVE THE HORIZON.
 DF9739
 DF9739                          STATION RECOVERY (2004)
 DF9739
 DF9739'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9739'RECOVERED IN GOOD CONDITION.
 DF9739
 DF9739                          STATION RECOVERY (2007)
 DF9739
 DF9739'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9739'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.11 MILE WEST OF
 DF9739'WEISS LANE AND SECOND STREET.  ---NOTE--- THE MONUMENT IS RECESSED 12
 DF9739'CM BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9738 ***********************************************************************
 DF9738  DESIGNATION -  1U05
 DF9738  PID         -  DF9738
 DF9738  STATE/COUNTY-  WI/GREEN
 DF9738  COUNTRY     -  US
 DF9738  USGS QUAD   -  JUDA (2018)
 DF9738
 DF9738                         *CURRENT SURVEY CONTROL
 DF9738  ______________________________________________________________________
 DF9738* NAD 83(1986) POSITION- 42 37 04.0    (N) 089 36 55.7    (W)   HD_HELD2
 DF9738* NAVD 88 ORTHO HEIGHT -   332.071 (meters)     1089.47  (feet) ADJUSTED
 DF9738  ______________________________________________________________________
 DF9738  GEOID HEIGHT    -        -33.657 (meters)                     GEOID18
 DF9738  DYNAMIC HEIGHT  -        331.969 (meters)     1089.14  (feet) COMP
 DF9738  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 DF9738
 DF9738  VERT ORDER      -  SECOND    CLASS I
 DF9738
 DF9738.The horizontal coordinates were established by autonomous hand held GPS
 DF9738.observations and have an estimated accuracy of +/- 10 meters.
 DF9738
 DF9738.The orthometric height was determined by differential leveling and
 DF9738.adjusted by the WI DEPT OF TRANSP
 DF9738.in May 2012.
 DF9738
 DF9738.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9738.GEOID18 height accuracy estimate available here.
 DF9738
 DF9738.Click photographs - Photos may exist for this station.
 DF9738
 DF9738.The dynamic height is computed by dividing the NAVD 88
 DF9738.geopotential number by the normal gravity value computed on the
 DF9738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9738.degrees latitude (g = 980.6199 gals.).
 DF9738
 DF9738.The modeled gravity was interpolated from observed gravity values.
 DF9738
 DF9738;                    North         East    Units  Estimated Accuracy
 DF9738;SPC WI S     -    68,703.      631,549.      MT  (+/- 10 meters HH2 GPS)
 DF9738
 DF9738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8549421687(NAD 83)
 DF9738
 DF9738                          SUPERSEDED SURVEY CONTROL
 DF9738
 DF9738  NAVD 88 (04/20/07)  332.054  (m)         1089.41   (f) SUPERSEDED  2 1
 DF9738  NAVD 88 (02/25/04)  332.027  (m)         1089.33   (f) SUPERSEDED  2 1
 DF9738
 DF9738.Superseded values are not recommended for survey control.
 DF9738
 DF9738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9738.See file dsdata.pdf to determine how the superseded data were derived.
 DF9738
 DF9738_MARKER: DD = SURVEY DISK
 DF9738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9738_STAMPING: 1U05 2002
 DF9738_MARK LOGO: WIDT
 DF9738_PROJECTION: FLUSH
 DF9738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9738+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2007
 DF9738
 DF9738  HISTORY     - Date     Condition        Report By
 DF9738  HISTORY     - 2001     MONUMENTED       WIDT
 DF9738  HISTORY     - 20040413 GOOD             USPSQD
 DF9738  HISTORY     - 20070911 GOOD             WIDT
 DF9738
 DF9738                          STATION DESCRIPTION
 DF9738
 DF9738'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9738'THE STATION IS LOCATED IN THE CITY OF MONROE.  OWNERSHIP--GREEN
 DF9738'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11
 DF9738'WITH STATE HIGHWAY 69 IN THE CITY OF MONROE, GO NORTH ON STATE
 DF9738'HIGHWAY 69 NORTH FOR 0.2 KM TO COUNTY HIGHWAY DRIVE ON THE RIGHT,
 DF9738'TURN RIGHT AND GO EAST ON COUNTY HIGHWAY DRIVE FOR 1.8 KM TO THE
 DF9738'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9738'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9738'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1
 DF9738'M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 13.2 M SOUTH OF THE
 DF9738'CENTERLINE OF COUNTY HIGHWAY DRIVE, 49.5 M SOUTHEAST OF TELEPHONE
 DF9738'PEDISTEL --M  14  LT--, 19 M EAST OF A FIELD ENTRANCE, 18.9 M WEST OF
 DF9738'A --R/W-- POST, AND 1 M NORTH OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9738'STATION IS WEST-SOUTHWEST, EAST-SOUTHEAST AND NORTH OF THREE WHITE
 DF9738'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9738'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9738
 DF9738                          STATION RECOVERY (2004)
 DF9738
 DF9738'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9738'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS ON COUNTY
 DF9738'HIGHWAY DR (NOT COUNTY HIGHWAY DRIVE).
 DF9738
 DF9738                          STATION RECOVERY (2007)
 DF9738
 DF9738'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9738'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.67 MILE WEST OF
 DF9738'STATE HIGHWAY 59.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9737 ***********************************************************************
 DF9737  DESIGNATION -  1U06
 DF9737  PID         -  DF9737
 DF9737  STATE/COUNTY-  WI/GREEN
 DF9737  COUNTRY     -  US
 DF9737  USGS QUAD   -  MONROE (2018)
 DF9737
 DF9737                         *CURRENT SURVEY CONTROL
 DF9737  ______________________________________________________________________
 DF9737* NAD 83(1986) POSITION- 42 37 22.7    (N) 089 38 08.6    (W)   HD_HELD2
 DF9737* NAVD 88 ORTHO HEIGHT -   334.667 (meters)     1097.99  (feet) ADJUSTED
 DF9737  ______________________________________________________________________
 DF9737  GEOID HEIGHT    -        -33.654 (meters)                     GEOID18
 DF9737  DYNAMIC HEIGHT  -        334.564 (meters)     1097.65  (feet) COMP
 DF9737  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 DF9737
 DF9737  VERT ORDER      -  SECOND    CLASS I
 DF9737
 DF9737.The horizontal coordinates were established by autonomous hand held GPS
 DF9737.observations and have an estimated accuracy of +/- 10 meters.
 DF9737
 DF9737.The orthometric height was determined by differential leveling and
 DF9737.adjusted by the WI DEPT OF TRANSP
 DF9737.in May 2012.
 DF9737
 DF9737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9737.GEOID18 height accuracy estimate available here.
 DF9737
 DF9737.Click photographs - Photos may exist for this station.
 DF9737
 DF9737.The dynamic height is computed by dividing the NAVD 88
 DF9737.geopotential number by the normal gravity value computed on the
 DF9737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9737.degrees latitude (g = 980.6199 gals.).
 DF9737
 DF9737.The modeled gravity was interpolated from observed gravity values.
 DF9737
 DF9737;                    North         East    Units  Estimated Accuracy
 DF9737;SPC WI S     -    69,273.      629,885.      MT  (+/- 10 meters HH2 GPS)
 DF9737
 DF9737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8385122315(NAD 83)
 DF9737
 DF9737                          SUPERSEDED SURVEY CONTROL
 DF9737
 DF9737  NAVD 88 (04/20/07)  334.651  (m)         1097.93   (f) SUPERSEDED  2 1
 DF9737  NAVD 88 (02/25/04)  334.624  (m)         1097.85   (f) SUPERSEDED  2 1
 DF9737
 DF9737.Superseded values are not recommended for survey control.
 DF9737
 DF9737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9737.See file dsdata.pdf to determine how the superseded data were derived.
 DF9737
 DF9737_MARKER: DD = SURVEY DISK
 DF9737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9737_STAMPING: 1U06 2002
 DF9737_MARK LOGO: WIDT
 DF9737_PROJECTION: FLUSH
 DF9737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9737+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 DF9737
 DF9737  HISTORY     - Date     Condition        Report By
 DF9737  HISTORY     - 2001     MONUMENTED       WIDT
 DF9737  HISTORY     - 2004     GOOD             WIDT
 DF9737  HISTORY     - 20040413 GOOD             USPSQD
 DF9737  HISTORY     - 20070912 GOOD             WIDT
 DF9737  HISTORY     - 20091029 GOOD             AME
 DF9737
 DF9737                          STATION DESCRIPTION
 DF9737
 DF9737'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9737'THE STATION IS LOCATED ABOUT 19 KM SOUTHWEST OF ALBANY, 14 KM SOUTH
 DF9737'OF MONTICELLO, AND 1 KM NORTH OF MONROE.  OWNERSHIP--WISCONSIN
 DF9737'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9737'OF STATE HIGHWAY 11 WITH STATE HIGHWAY 69 NORTH IN THE CITY OF
 DF9737'MONROE, GO NORTH ON STATE HIGHWAY 69 FOR 0.6 KM TO THE STATION ON THE
 DF9737'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9737'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9737'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 2 M ABOVE
 DF9737'THE HIGHWAY PAVEMENT. THE STATION IS 25.8 M EAST OF THE CENTERLINE OF
 DF9737'THE NORTHBOUND LANES OF STATE HIGHWAY 69, 0.7 KM SOUTH OF ROLLING
 DF9737'ACRES LANE, 15.0 M EAST-NORTHEAST OF 40-CM DIAMETER CONCRETE CULVERT
 DF9737'PIPE, AND 3 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DF9737'SOUTH, NORTH AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9737'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9737'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9737
 DF9737                          STATION RECOVERY (2004)
 DF9737
 DF9737'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9737'RECOVERED AS DESCRIBED.
 DF9737
 DF9737                          STATION RECOVERY (2004)
 DF9737
 DF9737'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9737'RECOVERED IN GOOD CONDITION.
 DF9737
 DF9737                          STATION RECOVERY (2007)
 DF9737
 DF9737'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9737'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 10.4 M SOUTH OF THE
 DF9737'CENTERLINE OF A FIELD ENTRANCE AND 10.4 M SOUTH OF THE EXTENDED
 DF9737'CENTERLINE OF THE SOUTH END OF MONROE ROAD AND A STATE HIGHWAY 69 TURN
 DF9737'AROUND.
 DF9737
 DF9737                          STATION RECOVERY (2009)
 DF9737
 DF9737'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2009 (WJN)
 DF9737'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9736 ***********************************************************************
 DF9736  DESIGNATION -  1U07
 DF9736  PID         -  DF9736
 DF9736  STATE/COUNTY-  WI/GREEN
 DF9736  COUNTRY     -  US
 DF9736  USGS QUAD   -  MONROE NW (2018)
 DF9736
 DF9736                         *CURRENT SURVEY CONTROL
 DF9736  ______________________________________________________________________
 DF9736* NAD 83(1986) POSITION- 42 38 31.5    (N) 089 37 53.0    (W)   HD_HELD2
 DF9736* NAVD 88 ORTHO HEIGHT -   306.316 (meters)     1004.97  (feet) ADJUSTED
 DF9736  ______________________________________________________________________
 DF9736  GEOID HEIGHT    -        -33.671 (meters)                     GEOID18
 DF9736  DYNAMIC HEIGHT  -        306.223 (meters)     1004.67  (feet) COMP
 DF9736  MODELED GRAVITY -    980,306.1   (mgal)                       NAVD 88
 DF9736
 DF9736  VERT ORDER      -  SECOND    CLASS I
 DF9736
 DF9736.The horizontal coordinates were established by autonomous hand held GPS
 DF9736.observations and have an estimated accuracy of +/- 10 meters.
 DF9736
 DF9736.The orthometric height was determined by differential leveling and
 DF9736.adjusted by the WI DEPT OF TRANSP
 DF9736.in May 2012.
 DF9736
 DF9736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9736.GEOID18 height accuracy estimate available here.
 DF9736
 DF9736.Click photographs - Photos may exist for this station.
 DF9736
 DF9736.The dynamic height is computed by dividing the NAVD 88
 DF9736.geopotential number by the normal gravity value computed on the
 DF9736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9736.degrees latitude (g = 980.6199 gals.).
 DF9736
 DF9736.The modeled gravity was interpolated from observed gravity values.
 DF9736
 DF9736;                    North         East    Units  Estimated Accuracy
 DF9736;SPC WI S     -    71,397.      630,231.      MT  (+/- 10 meters HH2 GPS)
 DF9736
 DF9736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8427224427(NAD 83)
 DF9736
 DF9736                          SUPERSEDED SURVEY CONTROL
 DF9736
 DF9736  NAVD 88 (04/20/07)  306.300  (m)         1004.92   (f) SUPERSEDED  2 1
 DF9736  NAVD 88 (02/25/04)  306.273  (m)         1004.83   (f) SUPERSEDED  2 1
 DF9736
 DF9736.Superseded values are not recommended for survey control.
 DF9736
 DF9736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9736.See file dsdata.pdf to determine how the superseded data were derived.
 DF9736
 DF9736_MARKER: DD = SURVEY DISK
 DF9736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9736_STAMPING: 1U07 2002
 DF9736_MARK LOGO: WIDT
 DF9736_PROJECTION: FLUSH
 DF9736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9736+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DF9736
 DF9736  HISTORY     - Date     Condition        Report By
 DF9736  HISTORY     - 2001     MONUMENTED       WIDT
 DF9736  HISTORY     - 20040413 GOOD             USPSQD
 DF9736  HISTORY     - 20051228 GOOD             WIDT
 DF9736  HISTORY     - 20070913 GOOD             WIDT
 DF9736
 DF9736                          STATION DESCRIPTION
 DF9736
 DF9736'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9736'THE STATION IS LOCATED ABOUT 18 KM SOUTHWEST OF ALBANY, 12 KM
 DF9736'SOUTH-SOUTHWEST OF MONTICELLO, AND 4 KM NORTH OF MONROE.
 DF9736'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9736'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND STATE HIGHWAY 81
 DF9736'WITH STATE HIGHWAY 69 NORTH IN THE CITY OF MONROE, GO NORTH ON STATE
 DF9736'HIGHWAY 69 FOR 29 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 DF9736'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9736'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9736'A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT. THE
 DF9736'STATION IS 12.5 M EAST OF THE CENTERLINE OF STATE HIGHWAY 69, 0.6 KM
 DF9736'SOUTH OF COUNTY HIGHWAY FF, 47 M NORTH OF THE EXTENDED CENTERLINE OF
 DF9736'PRIVATE ENTRANCE --N3755--, AND 8 M WEST OF A CULTIVATED FIELD.
 DF9736'---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF THREE WHITE PLASTIC
 DF9736'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9736'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9736
 DF9736                          STATION RECOVERY (2004)
 DF9736
 DF9736'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9736'RECOVERED IN GOOD CONDITION.
 DF9736
 DF9736                          STATION RECOVERY (2005)
 DF9736
 DF9736'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DF9736'RECOVERED AS DESCRIBED.
 DF9736
 DF9736                          STATION RECOVERY (2007)
 DF9736
 DF9736'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9736'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DF9736'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE ORANGE CARSONITE WITNESS
 DF9736'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9735 ***********************************************************************
 DF9735  DESIGNATION -  1U08
 DF9735  PID         -  DF9735
 DF9735  STATE/COUNTY-  WI/GREEN
 DF9735  COUNTRY     -  US
 DF9735  USGS QUAD   -  MONROE NW (2018)
 DF9735
 DF9735                         *CURRENT SURVEY CONTROL
 DF9735  ______________________________________________________________________
 DF9735* NAD 83(1986) POSITION- 42 39 30.3    (N) 089 37 35.0    (W)   HD_HELD2
 DF9735* NAVD 88 ORTHO HEIGHT -   298.662 (meters)      979.86  (feet) ADJUSTED
 DF9735  ______________________________________________________________________
 DF9735  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 DF9735  DYNAMIC HEIGHT  -        298.571 (meters)      979.56  (feet) COMP
 DF9735  MODELED GRAVITY -    980,308.0   (mgal)                       NAVD 88
 DF9735
 DF9735  VERT ORDER      -  SECOND    CLASS I
 DF9735
 DF9735.The horizontal coordinates were established by autonomous hand held GPS
 DF9735.observations and have an estimated accuracy of +/- 10 meters.
 DF9735
 DF9735.The orthometric height was determined by differential leveling and
 DF9735.adjusted by the WI DEPT OF TRANSP
 DF9735.in May 2012.
 DF9735
 DF9735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9735.GEOID18 height accuracy estimate available here.
 DF9735
 DF9735.Click photographs - Photos may exist for this station.
 DF9735
 DF9735.The dynamic height is computed by dividing the NAVD 88
 DF9735.geopotential number by the normal gravity value computed on the
 DF9735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9735.degrees latitude (g = 980.6199 gals.).
 DF9735
 DF9735.The modeled gravity was interpolated from observed gravity values.
 DF9735
 DF9735;                    North         East    Units  Estimated Accuracy
 DF9735;SPC WI S     -    73,213.      630,633.      MT  (+/- 10 meters HH2 GPS)
 DF9735
 DF9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8473926228(NAD 83)
 DF9735
 DF9735                          SUPERSEDED SURVEY CONTROL
 DF9735
 DF9735  NAVD 88 (04/20/07)  298.646  (m)          979.81   (f) SUPERSEDED  2 1
 DF9735  NAVD 88 (02/25/04)  298.619  (m)          979.72   (f) SUPERSEDED  2 1
 DF9735
 DF9735.Superseded values are not recommended for survey control.
 DF9735
 DF9735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9735.See file dsdata.pdf to determine how the superseded data were derived.
 DF9735
 DF9735_MARKER: DD = SURVEY DISK
 DF9735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9735_STAMPING: 1U08 2002
 DF9735_MARK LOGO: WIDT
 DF9735_PROJECTION: FLUSH
 DF9735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9735+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2007
 DF9735
 DF9735  HISTORY     - Date     Condition        Report By
 DF9735  HISTORY     - 2001     MONUMENTED       WIDT
 DF9735  HISTORY     - 20040413 GOOD             USPSQD
 DF9735  HISTORY     - 20070516 GOOD             JCLS
 DF9735
 DF9735                          STATION DESCRIPTION
 DF9735
 DF9735'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9735'THE STATION IS LOCATED ABOUT 16 KM SOUTHWEST OF ALBANY, 10 KM SOUTH
 DF9735'OF MONTICELLO, AND 6 KM NORTH OF MONROE.  OWNERSHIP--WISCONSIN
 DF9735'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9735'OF STATE HIGHWAY 11 AND STATE HIGHWAY 81 WITH STATE HIGHWAY 69 NORTH
 DF9735'IN THE CITY OF MONROE, GO NORTH ON STATE HIGHWAY 69 FOR 3.4 KM TO
 DF9735'COUNTY HIGHWAY FF, CONTINUE NORTH ON STATE HIGHWAY 69 FOR 1.4 KM TO
 DF9735'ABELS ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9735'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9735'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9735'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9735'STATION IS 37.7 M EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DF9735'69, 44.9 M SOUTH OF TELEPHONE PEDESTAL --G1  6--, 22.3 M NORTHEAST OF
 DF9735'THE CENTERLINE OF ABELS ROAD, AND 1.5 M WEST OF A WOVEN WIRE FENCE.
 DF9735'---NOTE---THE STATION IS SOUTHEAST, NORTHEAST AND WEST OF THREE WHITE
 DF9735'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9735'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9735
 DF9735                          STATION RECOVERY (2004)
 DF9735
 DF9735'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9735'RECOVERED IN GOOD CONDITION.
 DF9735
 DF9735                          STATION RECOVERY (2007)
 DF9735
 DF9735'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 DF9735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9734 ***********************************************************************
 DF9734  DESIGNATION -  1U09
 DF9734  PID         -  DF9734
 DF9734  STATE/COUNTY-  WI/GREEN
 DF9734  COUNTRY     -  US
 DF9734  USGS QUAD   -  MONTICELLO (2018)
 DF9734
 DF9734                         *CURRENT SURVEY CONTROL
 DF9734  ______________________________________________________________________
 DF9734* NAD 83(1986) POSITION- 42 40 31.9    (N) 089 37 01.5    (W)   HD_HELD2
 DF9734* NAVD 88 ORTHO HEIGHT -   334.767 (meters)     1098.31  (feet) ADJUSTED
 DF9734  ______________________________________________________________________
 DF9734  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 DF9734  DYNAMIC HEIGHT  -        334.666 (meters)     1097.98  (feet) COMP
 DF9734  MODELED GRAVITY -    980,310.7   (mgal)                       NAVD 88
 DF9734
 DF9734  VERT ORDER      -  SECOND    CLASS I
 DF9734
 DF9734.The horizontal coordinates were established by autonomous hand held GPS
 DF9734.observations and have an estimated accuracy of +/- 10 meters.
 DF9734
 DF9734.The orthometric height was determined by differential leveling and
 DF9734.adjusted by the WI DEPT OF TRANSP
 DF9734.in May 2012.
 DF9734
 DF9734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9734.GEOID18 height accuracy estimate available here.
 DF9734
 DF9734.Click photographs - Photos may exist for this station.
 DF9734
 DF9734.The dynamic height is computed by dividing the NAVD 88
 DF9734.geopotential number by the normal gravity value computed on the
 DF9734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9734.degrees latitude (g = 980.6199 gals.).
 DF9734
 DF9734.The modeled gravity was interpolated from observed gravity values.
 DF9734
 DF9734;                    North         East    Units  Estimated Accuracy
 DF9734;SPC WI S     -    75,118.      631,387.      MT  (+/- 10 meters HH2 GPS)
 DF9734
 DF9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8556028104(NAD 83)
 DF9734
 DF9734                          SUPERSEDED SURVEY CONTROL
 DF9734
 DF9734  NAVD 88 (04/20/07)  334.751  (m)         1098.26   (f) SUPERSEDED  2 1
 DF9734  NAVD 88 (02/25/04)  334.724  (m)         1098.17   (f) SUPERSEDED  2 1
 DF9734
 DF9734.Superseded values are not recommended for survey control.
 DF9734
 DF9734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9734.See file dsdata.pdf to determine how the superseded data were derived.
 DF9734
 DF9734_MARKER: DD = SURVEY DISK
 DF9734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9734_STAMPING: 1U09 2002
 DF9734_MARK LOGO: WIDT
 DF9734_PROJECTION: FLUSH
 DF9734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9734+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2008
 DF9734
 DF9734  HISTORY     - Date     Condition        Report By
 DF9734  HISTORY     - 2001     MONUMENTED       WIDT
 DF9734  HISTORY     - 20040413 GOOD             USPSQD
 DF9734  HISTORY     - 20070516 MARK NOT FOUND   JCLS
 DF9734  HISTORY     - 20070913 GOOD             WIDT
 DF9734  HISTORY     - 20080423 GOOD             JCLS
 DF9734
 DF9734                          STATION DESCRIPTION
 DF9734
 DF9734'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9734'THE STATION IS LOCATED ABOUT 22 KM WEST OF BROADHEAD, 20 KM SOUTHWEST
 DF9734'OF ALBANY, AND 8 KM NORTH OF MONROE.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9734'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF9734'HIGHWAY 11 AND STATE HIGHWAY 81 WITH STATE HIGHWAY 69 NORTH IN THE
 DF9734'CITY OF MONROE, GO NORTH ON STATE HIGHWAY 69 FOR 5.8 KM TO SOUTH COLD
 DF9734'SPRINGS ROAD ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 69 FOR 1.1
 DF9734'KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DF9734'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9734'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO DEPTH OF 2.3 M
 DF9734'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 20.8 M WEST
 DF9734'OF THE CENTERLINE OF STATE HIGHWAY 69, 53.5 M SOUTH OF THE CENTERLINE
 DF9734'OF THE NORTH COLD SPRINGS ROAD, AND 2.1 M NORTH-NORTHEAST OF A
 DF9734'--R/W-- POST. ---NOTE---THE STATION NORTHWEST, SOUTHWEST AND EAST OF
 DF9734'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9734'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9734'HORIZON.
 DF9734
 DF9734                          STATION RECOVERY (2004)
 DF9734
 DF9734'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9734'RECOVERED IN GOOD CONDITION.
 DF9734
 DF9734                          STATION RECOVERY (2007)
 DF9734
 DF9734'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 DF9734'MARK NOT FOUND.
 DF9734
 DF9734                          STATION RECOVERY (2007)
 DF9734
 DF9734'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9734'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.8 M
 DF9734'NORTH-NORTHEAST OF A WOOD CORNER FENCE POST WITH TWO PIPE BRACES.
 DF9734
 DF9734                          STATION RECOVERY (2008)
 DF9734
 DF9734'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 DF9734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9733 ***********************************************************************
 DF9733  DESIGNATION -  1U10
 DF9733  PID         -  DF9733
 DF9733  STATE/COUNTY-  WI/GREEN
 DF9733  COUNTRY     -  US
 DF9733  USGS QUAD   -  MONTICELLO (2018)
 DF9733
 DF9733                         *CURRENT SURVEY CONTROL
 DF9733  ______________________________________________________________________
 DF9733* NAD 83(1986) POSITION- 42 41 35.0    (N) 089 37 01.5    (W)   HD_HELD2
 DF9733* NAVD 88 ORTHO HEIGHT -   283.774 (meters)      931.02  (feet) ADJUSTED
 DF9733  ______________________________________________________________________
 DF9733  GEOID HEIGHT    -        -33.719 (meters)                     GEOID18
 DF9733  DYNAMIC HEIGHT  -        283.688 (meters)      930.73  (feet) COMP
 DF9733  MODELED GRAVITY -    980,312.3   (mgal)                       NAVD 88
 DF9733
 DF9733  VERT ORDER      -  SECOND    CLASS I
 DF9733
 DF9733.The horizontal coordinates were established by autonomous hand held GPS
 DF9733.observations and have an estimated accuracy of +/- 10 meters.
 DF9733
 DF9733.The orthometric height was determined by differential leveling and
 DF9733.adjusted by the WI DEPT OF TRANSP
 DF9733.in May 2012.
 DF9733
 DF9733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9733.GEOID18 height accuracy estimate available here.
 DF9733
 DF9733.Click photographs - Photos may exist for this station.
 DF9733
 DF9733.The dynamic height is computed by dividing the NAVD 88
 DF9733.geopotential number by the normal gravity value computed on the
 DF9733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9733.degrees latitude (g = 980.6199 gals.).
 DF9733
 DF9733.The modeled gravity was interpolated from observed gravity values.
 DF9733
 DF9733;                    North         East    Units  Estimated Accuracy
 DF9733;SPC WI S     -    77,065.      631,379.      MT  (+/- 10 meters HH2 GPS)
 DF9733
 DF9733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8562030051(NAD 83)
 DF9733
 DF9733                          SUPERSEDED SURVEY CONTROL
 DF9733
 DF9733  NAVD 88 (04/20/07)  283.757  (m)          930.96   (f) SUPERSEDED  2 1
 DF9733  NAVD 88 (02/25/04)  283.730  (m)          930.87   (f) SUPERSEDED  2 1
 DF9733
 DF9733.Superseded values are not recommended for survey control.
 DF9733
 DF9733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9733.See file dsdata.pdf to determine how the superseded data were derived.
 DF9733
 DF9733_MARKER: DD = SURVEY DISK
 DF9733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9733_STAMPING: 1U10 2002
 DF9733_MARK LOGO: WIDT
 DF9733_PROJECTION: FLUSH
 DF9733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9733+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DF9733
 DF9733  HISTORY     - Date     Condition        Report By
 DF9733  HISTORY     - 2001     MONUMENTED       WIDT
 DF9733  HISTORY     - 20040413 GOOD             USPSQD
 DF9733  HISTORY     - 20070913 GOOD             WIDT
 DF9733
 DF9733                          STATION DESCRIPTION
 DF9733
 DF9733'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9733'THE STATION IS LOCATED ABOUT 13 KM SOUTH OF NEW GLARUS, 10 KM NORTH
 DF9733'OF MONROE, AND 6 KM SOUTH-SOUTHWEST OF MONTICELLO.
 DF9733'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9733'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND STATE HIGHWAY 81
 DF9733'WITH STATE HIGHWAY 69 NORTH IN THE CITY OF MONROE, GO NORTH ON STATE
 DF9733'HIGHWAY 69 FOR 8.6 KM TO HARPER ROAD ON THE RIGHT, CONTINUE NORTH ON
 DF9733'STATE HIGHWAY 69 FOR 0.3 KM TO THE STATION ON THE LEFT. THE STATION
 DF9733'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9733'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9733'SET TO A DEPTH OF 2.4 M AND ABOUT 2 M BELOW THE HIGHWAY PAVEMENT. THE
 DF9733'STATION IS 16.7 M WEST OF THE CENTERLINE OF STATE HIGHWAY 69, 0.2 KM
 DF9733'SOUTH OF HOLLOWAY ROAD, 48.7 M NORTH OF A TELEPHONE PEDESTAL --1A01 2
 DF9733'5--, AND 2.3 M EAST OF A BARBED WIRE FENCE.  ---NOTE---THIS STATION
 DF9733'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 DF9733'THE HORIZON.
 DF9733
 DF9733                          STATION RECOVERY (2004)
 DF9733
 DF9733'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9733'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS IN THE CENTER OF A
 DF9733'TRIANGLE FORMED BY THREE 4X4 YELLOW PLASTIC WITNESS POSTS WITH WHITE
 DF9733'METAL SURVEY MARKER SIGNS ATTACHED.
 DF9733
 DF9733                          STATION RECOVERY (2007)
 DF9733
 DF9733'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9733'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DF9733'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE YELLOW 4X4 PLASTIC GUARD
 DF9733'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9732 ***********************************************************************
 DF9732  DESIGNATION -  1U11
 DF9732  PID         -  DF9732
 DF9732  STATE/COUNTY-  WI/GREEN
 DF9732  COUNTRY     -  US
 DF9732  USGS QUAD   -  MONTICELLO (2018)
 DF9732
 DF9732                         *CURRENT SURVEY CONTROL
 DF9732  ______________________________________________________________________
 DF9732* NAD 83(1986) POSITION- 42 42 35.3    (N) 089 36 55.3    (W)   HD_HELD2
 DF9732* NAVD 88 ORTHO HEIGHT -   266.169 (meters)      873.26  (feet) ADJUSTED
 DF9732  ______________________________________________________________________
 DF9732  GEOID HEIGHT    -        -33.737 (meters)                     GEOID18
 DF9732  DYNAMIC HEIGHT  -        266.090 (meters)      873.00  (feet) COMP
 DF9732  MODELED GRAVITY -    980,314.1   (mgal)                       NAVD 88
 DF9732
 DF9732  VERT ORDER      -  SECOND    CLASS I
 DF9732
 DF9732.The horizontal coordinates were established by autonomous hand held GPS
 DF9732.observations and have an estimated accuracy of +/- 10 meters.
 DF9732
 DF9732.The orthometric height was determined by differential leveling and
 DF9732.adjusted by the WI DEPT OF TRANSP
 DF9732.in May 2012.
 DF9732
 DF9732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9732.GEOID18 height accuracy estimate available here.
 DF9732
 DF9732.Click photographs - Photos may exist for this station.
 DF9732
 DF9732.The dynamic height is computed by dividing the NAVD 88
 DF9732.geopotential number by the normal gravity value computed on the
 DF9732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9732.degrees latitude (g = 980.6199 gals.).
 DF9732
 DF9732.The modeled gravity was interpolated from observed gravity values.
 DF9732
 DF9732;                    North         East    Units  Estimated Accuracy
 DF9732;SPC WI S     -    78,926.      631,511.      MT  (+/- 10 meters HH2 GPS)
 DF9732
 DF9732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8581931906(NAD 83)
 DF9732
 DF9732                          SUPERSEDED SURVEY CONTROL
 DF9732
 DF9732  NAVD 88 (04/20/07)  266.153  (m)          873.20   (f) SUPERSEDED  2 1
 DF9732  NAVD 88 (02/25/04)  266.126  (m)          873.12   (f) SUPERSEDED  2 1
 DF9732
 DF9732.Superseded values are not recommended for survey control.
 DF9732
 DF9732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9732.See file dsdata.pdf to determine how the superseded data were derived.
 DF9732
 DF9732_MARKER: DD = SURVEY DISK
 DF9732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9732_STAMPING: 1U11 2002
 DF9732_MARK LOGO: WIDT
 DF9732_PROJECTION: FLUSH
 DF9732_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9732+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DF9732
 DF9732  HISTORY     - Date     Condition        Report By
 DF9732  HISTORY     - 2001     MONUMENTED       WIDT
 DF9732  HISTORY     - 20040413 GOOD             USPSQD
 DF9732  HISTORY     - 20070913 GOOD             WIDT
 DF9732
 DF9732                          STATION DESCRIPTION
 DF9732
 DF9732'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9732'THE STATION IS LOCATED ABOUT 15 KM WEST OF ALBANY, 12 KM NORTH OF
 DF9732'MONROE, AND 4 KM SOUTH-SOUTHWEST OF MONTICELLO.  OWNERSHIP--WISCONSIN
 DF9732'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9732'OF STATE HIGHWAY 69 WTIH COUNTY HIGHWAY F (FORMERLY STATE HIGHWAY 39)
 DF9732'IN THE VILLAGE OF MONTICELLO, GO SOUTH ON STATE HIGHWAY 69 FOR 3.4 KM
 DF9732'TO GUTZMER ROAD ON THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 69 FOR
 DF9732'1.4 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DF9732'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9732'IN THE TOP OF A 41-CM CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9732'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 14.5 M
 DF9732'SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 69, 33.0 M
 DF9732'SOUTHEAST OF A WOOD POST FOR A --SCHOOL BUS STOP AHEAD-- SIGN, AND 1
 DF9732'M WEST-NORTHWEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DF9732'WEST-NORTHWEST, SOUTH-SOUTHEAST AND NORTH-NORTHEAST OF THREE WHITE
 DF9732'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9732'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9732
 DF9732                          STATION RECOVERY (2004)
 DF9732
 DF9732'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9732'RECOVERED IN GOOD CONDITION.
 DF9732
 DF9732                          STATION RECOVERY (2007)
 DF9732
 DF9732'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9731 ***********************************************************************
 DF9731  DESIGNATION -  1U12
 DF9731  PID         -  DF9731
 DF9731  STATE/COUNTY-  WI/GREEN
 DF9731  COUNTRY     -  US
 DF9731  USGS QUAD   -  MONTICELLO (2018)
 DF9731
 DF9731                         *CURRENT SURVEY CONTROL
 DF9731  ______________________________________________________________________
 DF9731* NAD 83(1986) POSITION- 42 43 06.66   (N) 089 35 54.30   (W)   HD_HELD1
 DF9731* NAVD 88 ORTHO HEIGHT -   257.865 (meters)      846.01  (feet) ADJUSTED
 DF9731  ______________________________________________________________________
 DF9731  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 DF9731  DYNAMIC HEIGHT  -        257.788 (meters)      845.76  (feet) COMP
 DF9731  MODELED GRAVITY -    980,317.0   (mgal)                       NAVD 88
 DF9731
 DF9731  VERT ORDER      -  SECOND    CLASS I
 DF9731
 DF9731.The horizontal coordinates were determined by differentially corrected
 DF9731.hand held GPS observations or other comparable positioning techniques
 DF9731.and have an estimated accuracy of +/- 3 meters.
 DF9731
 DF9731.The orthometric height was determined by differential leveling and
 DF9731.adjusted by the WI DEPT OF TRANSP
 DF9731.in May 2012.
 DF9731
 DF9731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9731.GEOID18 height accuracy estimate available here.
 DF9731
 DF9731.Click photographs - Photos may exist for this station.
 DF9731
 DF9731.The dynamic height is computed by dividing the NAVD 88
 DF9731.geopotential number by the normal gravity value computed on the
 DF9731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9731.degrees latitude (g = 980.6199 gals.).
 DF9731
 DF9731.The modeled gravity was interpolated from observed gravity values.
 DF9731
 DF9731;                    North         East    Units  Estimated Accuracy
 DF9731;SPC WI S     -    79,900.4     632,894.5     MT  (+/- 3 meters HH1 GPS) 
 DF9731
 DF9731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8723732831(NAD 83)
 DF9731
 DF9731                          SUPERSEDED SURVEY CONTROL
 DF9731
 DF9731  NAVD 88 (04/20/07)  257.848  (m)          845.96   (f) SUPERSEDED  2 1
 DF9731  NAVD 88 (02/25/04)  257.822  (m)          845.87   (f) SUPERSEDED  2 1
 DF9731
 DF9731.Superseded values are not recommended for survey control.
 DF9731
 DF9731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9731.See file dsdata.pdf to determine how the superseded data were derived.
 DF9731
 DF9731_MARKER: DD = SURVEY DISK
 DF9731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9731_STAMPING: 1U12 2002
 DF9731_MARK LOGO: WIDT
 DF9731_PROJECTION: FLUSH
 DF9731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9731+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DF9731
 DF9731  HISTORY     - Date     Condition        Report By
 DF9731  HISTORY     - 2001     MONUMENTED       WIDT
 DF9731  HISTORY     - 20040413 GOOD             USPSQD
 DF9731  HISTORY     - 20070913 GOOD             WIDT
 DF9731
 DF9731                          STATION DESCRIPTION
 DF9731
 DF9731'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9731'THE STATION IS LOCATED ABOUT 15 KM NORTH OF MONROE, 13 KM
 DF9731'WEST-NORTHWEST OF ALBANY, AND 1 KM SOUTH OF MONTICELLO.
 DF9731'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9731'STATION FROM THE JUNCTION OF STATE HIGHWAY 69 WITH COUNTY HIGHWAY F
 DF9731'(FORMERLY STATE HIGHWAY 39) IN THE VILLAGE OF MONTICELLO, GO SOUTH ON
 DF9731'STATE HIGHWAY 69 FOR 2.1 KM TO WITTEN WYLER ROAD ON THE LEFT,
 DF9731'CONTINUE SOUTH ON STATE HIGHWAY 69 FOR 0.9 KM TO THE STATION ON THE
 DF9731'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9731'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9731'A 41-CM CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9731'THE HIGHWAY PAVEMENT.  THE STATION IS 14.3 M WEST OF THE CENTERLINE
 DF9731'OF STATE HIGHWAY 69, 69.7 M NORTH NORTHWEST OF A WOOD POST FOR A
 DF9731'--CURVE TO THE RIGHT-- SIGN, 7.4 M SOUTH OF A METAL --R/W-- POST, AND
 DF9731'2 M EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST,
 DF9731'NORTHWEST AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9731'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9731'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9731
 DF9731                          STATION RECOVERY (2004)
 DF9731
 DF9731'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9731'RECOVERED IN GOOD CONDITION.
 DF9731
 DF9731                          STATION RECOVERY (2007)
 DF9731
 DF9731'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9731'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE NORTH OF
 DF9731'GUTZMER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9729 ***********************************************************************
 DF9729  DESIGNATION -  1U13
 DF9729  PID         -  DF9729
 DF9729  STATE/COUNTY-  WI/GREEN
 DF9729  COUNTRY     -  US
 DF9729  USGS QUAD   -  BELLEVILLE (2018)
 DF9729
 DF9729                         *CURRENT SURVEY CONTROL
 DF9729  ______________________________________________________________________
 DF9729* NAD 83(1986) POSITION- 42 45 05.0    (N) 089 36 12.0    (W)   HD_HELD2
 DF9729* NAVD 88 ORTHO HEIGHT -   256.996 (meters)      843.16  (feet) ADJUSTED
 DF9729  ______________________________________________________________________
 DF9729  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 DF9729  DYNAMIC HEIGHT  -        256.920 (meters)      842.91  (feet) COMP
 DF9729  MODELED GRAVITY -    980,319.1   (mgal)                       NAVD 88
 DF9729
 DF9729  VERT ORDER      -  SECOND    CLASS I
 DF9729
 DF9729.The horizontal coordinates were established by autonomous hand held GPS
 DF9729.observations and have an estimated accuracy of +/- 10 meters.
 DF9729
 DF9729.The orthometric height was determined by differential leveling and
 DF9729.adjusted by the WI DEPT OF TRANSP
 DF9729.in May 2012.
 DF9729
 DF9729.No vertical observational check was made to the station.
 DF9729
 DF9729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9729.GEOID18 height accuracy estimate available here.
 DF9729
 DF9729.Click photographs - Photos may exist for this station.
 DF9729
 DF9729.The dynamic height is computed by dividing the NAVD 88
 DF9729.geopotential number by the normal gravity value computed on the
 DF9729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9729.degrees latitude (g = 980.6199 gals.).
 DF9729
 DF9729.The modeled gravity was interpolated from observed gravity values.
 DF9729
 DF9729;                    North         East    Units  Estimated Accuracy
 DF9729;SPC WI S     -    83,550.      632,474.      MT  (+/- 10 meters HH2 GPS)
 DF9729
 DF9729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8694736494(NAD 83)
 DF9729
 DF9729                          SUPERSEDED SURVEY CONTROL
 DF9729
 DF9729  NAVD 88 (04/20/07)  256.979  (m)          843.11   (f) SUPERSEDED  2 1
 DF9729  NAVD 88 (02/25/04)  256.952  (m)          843.02   (f) SUPERSEDED  2 1
 DF9729
 DF9729.Superseded values are not recommended for survey control.
 DF9729
 DF9729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9729.See file dsdata.pdf to determine how the superseded data were derived.
 DF9729
 DF9729_MARKER: DD = SURVEY DISK
 DF9729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9729_STAMPING: 1U13 2002
 DF9729_MARK LOGO: WIDT
 DF9729_PROJECTION: FLUSH
 DF9729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9729+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 DF9729
 DF9729  HISTORY     - Date     Condition        Report By
 DF9729  HISTORY     - 2001     MONUMENTED       WIDT
 DF9729  HISTORY     - 20040413 GOOD             USPSQD
 DF9729  HISTORY     - 20070917 GOOD             WIDT
 DF9729
 DF9729                          STATION DESCRIPTION
 DF9729
 DF9729'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9729'THE STATION IS LOCATED ABOUT 17 KM NORTH OF MONROE, 13 KM
 DF9729'SOUTH-SOUTHWEST OF BELLEVILLE AND 8 KM SOUTH-SOUTHEAST OF NEW GLARUS.
 DF9729'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9729'STATION FROM THE JUNCTION OF STATE HIGHWAY 69 WITH STATE HIGHWAY 92
 DF9729'ABOUT 5 KM WEST OF THE VILLAGE OF BELLEVILE, GO SOUTHWEST ON STATE
 DF9729'HIGHWAY 69 FOR 12.6 KM TO HEFTY ROAD ON THE RIGHT, CONTINUE SOUTH ON
 DF9729'STATE HIGHWAY 69 FOR 1.8 KM TO THE STATION ON THE LEFT. THE STATION
 DF9729'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9729'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9729'SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT. THE
 DF9729'STATION IS 13.2 M EAST-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DF9729'69, 5.9 M SOUTH-SOUTHWEST OF A BARBED WIRE FENCE, 6 M EAST-SOUTHEAST
 DF9729'OF A FIELD ENTRANCE, AND 2 M EAST-NORTHEAST OF THE EXTENDED
 DF9729'CENTERLINE OF PRIVATE ENTRANCE --N6749-N6755--.  ---NOTE---THE
 DF9729'STATION IS SOUTH-SOUTHWEST, SOUTHEAST AND NORTHWEST OF THREE WHITE
 DF9729'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9729'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9729
 DF9729                          STATION RECOVERY (2004)
 DF9729
 DF9729'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9729'RECOVERED IN GOOD CONDITION.
 DF9729
 DF9729                          STATION RECOVERY (2007)
 DF9729
 DF9729'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9729'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- TO
 DF9729'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69 WITH COUNTY
 DF9729'HIGHWAY C ON THE SOUTHWEST SIDE OF THE VILLAGE OF MONTICELLO, GO NORTH
 DF9729'ON STATE HIGHWAY 69 FOR 0.4 MILE TO WEST COATES AVENUE RIGHT, CONTINUE
 DF9729'NORTHWEST ON STATE HIGHWAY 69 FOR 0.22 MILE TO THE STATION ON THE
 DF9729'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9728 ***********************************************************************
 DF9728  DESIGNATION -  1U14
 DF9728  PID         -  DF9728
 DF9728  STATE/COUNTY-  WI/GREEN
 DF9728  COUNTRY     -  US
 DF9728  USGS QUAD   -  BELLEVILLE (2018)
 DF9728
 DF9728                         *CURRENT SURVEY CONTROL
 DF9728  ______________________________________________________________________
 DF9728* NAD 83(1986) POSITION- 42 45 48.4    (N) 089 37 21.7    (W)   HD_HELD2
 DF9728* NAVD 88 ORTHO HEIGHT -   273.313 (meters)      896.69  (feet) ADJUSTED
 DF9728  ______________________________________________________________________
 DF9728  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 DF9728  DYNAMIC HEIGHT  -        273.232 (meters)      896.43  (feet) COMP
 DF9728  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 DF9728
 DF9728  VERT ORDER      -  SECOND    CLASS I
 DF9728
 DF9728.The horizontal coordinates were established by autonomous hand held GPS
 DF9728.observations and have an estimated accuracy of +/- 10 meters.
 DF9728
 DF9728.The orthometric height was determined by differential leveling and
 DF9728.adjusted by the WI DEPT OF TRANSP
 DF9728.in May 2012.
 DF9728
 DF9728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9728.GEOID18 height accuracy estimate available here.
 DF9728
 DF9728.Click photographs - Photos may exist for this station.
 DF9728
 DF9728.The dynamic height is computed by dividing the NAVD 88
 DF9728.geopotential number by the normal gravity value computed on the
 DF9728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9728.degrees latitude (g = 980.6199 gals.).
 DF9728
 DF9728.The modeled gravity was interpolated from observed gravity values.
 DF9728
 DF9728;                    North         East    Units  Estimated Accuracy
 DF9728;SPC WI S     -    84,882.      630,883.      MT  (+/- 10 meters HH2 GPS)
 DF9728
 DF9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8540437882(NAD 83)
 DF9728
 DF9728                          SUPERSEDED SURVEY CONTROL
 DF9728
 DF9728  NAVD 88 (04/20/07)  273.296  (m)          896.64   (f) SUPERSEDED  2 1
 DF9728  NAVD 88 (02/25/04)  273.268  (m)          896.55   (f) SUPERSEDED  2 1
 DF9728
 DF9728.Superseded values are not recommended for survey control.
 DF9728
 DF9728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9728.See file dsdata.pdf to determine how the superseded data were derived.
 DF9728
 DF9728_MARKER: DD = SURVEY DISK
 DF9728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9728_STAMPING: 1U14 2002
 DF9728_MARK LOGO: WIDT
 DF9728_PROJECTION: FLUSH
 DF9728_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9728+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 DF9728
 DF9728  HISTORY     - Date     Condition        Report By
 DF9728  HISTORY     - 2001     MONUMENTED       WIDT
 DF9728  HISTORY     - 20040413 GOOD             USPSQD
 DF9728  HISTORY     - 20070917 GOOD             WIDT
 DF9728
 DF9728                          STATION DESCRIPTION
 DF9728
 DF9728'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9728'THE STATION IS LOCATED ABOUT 18 KM NORTH OF MONROE, 13 KM SOUTHWEST
 DF9728'OF BELLEVILLE, AND 3 KM NORTHWEST OF MONTICELLO.  OWNERSHIP--TOWN OF
 DF9728'WASHINGTON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DF9728'69 WITH STATE HIGHWAY 92 ABOUT 5 KM WEST OF THE VILLAGE OF
 DF9728'BELLEVILLE, GO SOUTH ON STATE HIGHWAY 69 FOR 12.6 KM TO HEFTY ROAD ON
 DF9728'THE RIGHT, TURN RIGHT AND GO WEST ON HEFTY ROAD FOR 0.2 KM TO THE
 DF9728'STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9728'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9728'A 41-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH THE ROAD
 DF9728'PAVEMENT. THE STATION IS 6.6 M NORTH OF THE CENTERLINE OF HEFTY ROAD,
 DF9728'12 M WEST OF THE CENTERLINE OF A FIELD ENTRANCE, AND 3.3 M SOUTH OF A
 DF9728'BARBED WIRE FENCE. ---NOTE---THE STATION IS SOUTH, NORTHEAST AND
 DF9728'NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9728'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES OVERHEAD.
 DF9728
 DF9728                          STATION RECOVERY (2004)
 DF9728
 DF9728'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9728'RECOVERED IN GOOD CONDITION.
 DF9728
 DF9728                          STATION RECOVERY (2007)
 DF9728
 DF9728'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9728'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- TO
 DF9728'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69 WITH COUNTY
 DF9728'HIGHWAY C ON THE SOUTHWEST SIDE OF THE VILLAGE OF MONTICELLO, GO
 DF9728'NORTHWEST ON STATE HIGHWAY 69 FOR 1.9 MILES TO HEFTY ROAD LEFT, TURN
 DF9728'LEFT AND GO WEST ON HEFTY ROAD FOR 0.17 MILE TO THE STATION ON THE
 DF9728'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9727 ***********************************************************************
 DF9727  DESIGNATION -  1U15
 DF9727  PID         -  DF9727
 DF9727  STATE/COUNTY-  WI/GREEN
 DF9727  COUNTRY     -  US
 DF9727  USGS QUAD   -  NEW GLARUS (2018)
 DF9727
 DF9727                         *CURRENT SURVEY CONTROL
 DF9727  ______________________________________________________________________
 DF9727* NAD 83(1986) POSITION- 42 46 50.5    (N) 089 37 39.6    (W)   HD_HELD2
 DF9727* NAVD 88 ORTHO HEIGHT -   297.129 (meters)      974.83  (feet) ADJUSTED
 DF9727  ______________________________________________________________________
 DF9727  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 DF9727  DYNAMIC HEIGHT  -        297.041 (meters)      974.54  (feet) COMP
 DF9727  MODELED GRAVITY -    980,316.6   (mgal)                       NAVD 88
 DF9727
 DF9727  VERT ORDER      -  SECOND    CLASS I
 DF9727
 DF9727.The horizontal coordinates were established by autonomous hand held GPS
 DF9727.observations and have an estimated accuracy of +/- 10 meters.
 DF9727
 DF9727.The orthometric height was determined by differential leveling and
 DF9727.adjusted by the WI DEPT OF TRANSP
 DF9727.in May 2012.
 DF9727
 DF9727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9727.GEOID18 height accuracy estimate available here.
 DF9727
 DF9727.Click photographs - Photos may exist for this station.
 DF9727
 DF9727.The dynamic height is computed by dividing the NAVD 88
 DF9727.geopotential number by the normal gravity value computed on the
 DF9727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9727.degrees latitude (g = 980.6199 gals.).
 DF9727
 DF9727.The modeled gravity was interpolated from observed gravity values.
 DF9727
 DF9727;                    North         East    Units  Estimated Accuracy
 DF9727;SPC WI S     -    86,796.      630,468.      MT  (+/- 10 meters HH2 GPS)
 DF9727
 DF9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8505739810(NAD 83)
 DF9727
 DF9727                          SUPERSEDED SURVEY CONTROL
 DF9727
 DF9727  NAVD 88 (04/20/07)  297.112  (m)          974.78   (f) SUPERSEDED  2 1
 DF9727  NAVD 88 (02/25/04)  297.083  (m)          974.68   (f) SUPERSEDED  2 1
 DF9727
 DF9727.Superseded values are not recommended for survey control.
 DF9727
 DF9727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9727.See file dsdata.pdf to determine how the superseded data were derived.
 DF9727
 DF9727_MARKER: DD = SURVEY DISK
 DF9727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9727_STAMPING: 1U15 2002
 DF9727_MARK LOGO: WIDT
 DF9727_PROJECTION: FLUSH
 DF9727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9727+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 DF9727
 DF9727  HISTORY     - Date     Condition        Report By
 DF9727  HISTORY     - 2001     MONUMENTED       WIDT
 DF9727  HISTORY     - 20040413 GOOD             USPSQD
 DF9727  HISTORY     - 20070917 GOOD             WIDT
 DF9727
 DF9727                          STATION DESCRIPTION
 DF9727
 DF9727'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9727'THE STATION IS LOCATED ABOUT 11 KM SOUTHWEST OF BELLEVILLE, 5 KM
 DF9727'NORTH-NORTHWEST OF MONTICELLO, AND 4 KM SOUTH OF NEW GLARUS.
 DF9727'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9727'STATION FROM THE JUNCTION OF STATE HIGHWAY 69 WITH STATE HIGHWAY 92
 DF9727'ABOUT 5 KM WEST OF THE VILLAGE OF BELLEVILLE, GO SOUTHWEST ON STATE
 DF9727'HIGHWAY 69 FOR 9.9 KM TO EXETER CROSSING ROAD ON THE LEFT, CONTINUE
 DF9727'SOUTH ON STATE HIGHWAY 69 FOR 0.5 KM TO THE STATION ON THE LEFT. THE
 DF9727'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9727'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9727'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M ABOVE THE HIGHWAY
 DF9727'PAVEMENT.  THE STATION IS 21.8 M EAST OF THE CENTERLINE OF STATE
 DF9727'HIGHWAY 69, 139 M SOUTH OF THE SOUTHERNMOST END OF THE EAST
 DF9727'GUARDRAIL, AND 11.1 M WEST OF A BARBED WIRE FENCE. ---NOTE---THE
 DF9727'STATION IS WEST, SOUTHEAST AND NORTHEAST OF THREE WHITE PLASTIC
 DF9727'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9727'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON EXCEPT TREES TO
 DF9727'THE EAST EXTENDING TO 25 DEGREES.
 DF9727
 DF9727                          STATION RECOVERY (2004)
 DF9727
 DF9727'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9727'RECOVERED IN GOOD CONDITION.
 DF9727
 DF9727                          STATION RECOVERY (2007)
 DF9727
 DF9727'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9727'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- TO
 DF9727'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69 WITH COUNTY
 DF9727'HIGHWAY C ON THE SOUTHWEST SIDE OF THE VILLAGE OF MONTICELLO, GO
 DF9727'NORTHWEST ON STATE HIGHWAY 69 FOR 1.9 MILES TO HEFTY ROAD LEFT,
 DF9727'CONTINUE NORTHWEST ON STATE HIGHWAY 69 FOR 1.30 MILES TO THE STATION
 DF9727'ON THE RIGHT.
 DF9727'ADD-- THE STATION IS 18.1 M EAST OF THE CENTERLINE OF THE STATE
 DF9727'HIGHWAY NORTHBOUND LANES AND 11.8 M EAST OF A --SLOWER TRAFFIC KEEP
 DF9727'RIGHT-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9726 ***********************************************************************
 DF9726  DESIGNATION -  1U16
 DF9726  PID         -  DF9726
 DF9726  STATE/COUNTY-  WI/GREEN
 DF9726  COUNTRY     -  US
 DF9726  USGS QUAD   -  NEW GLARUS (2018)
 DF9726
 DF9726                         *CURRENT SURVEY CONTROL
 DF9726  ______________________________________________________________________
 DF9726* NAD 83(1986) POSITION- 42 47 57.7    (N) 089 37 58.6    (W)   HD_HELD2
 DF9726* NAVD 88 ORTHO HEIGHT -   262.846 (meters)      862.35  (feet) ADJUSTED
 DF9726  ______________________________________________________________________
 DF9726  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 DF9726  DYNAMIC HEIGHT  -        262.768 (meters)      862.10  (feet) COMP
 DF9726  MODELED GRAVITY -    980,316.4   (mgal)                       NAVD 88
 DF9726
 DF9726  VERT ORDER      -  SECOND    CLASS I
 DF9726
 DF9726.The horizontal coordinates were established by autonomous hand held GPS
 DF9726.observations and have an estimated accuracy of +/- 10 meters.
 DF9726
 DF9726.The orthometric height was determined by differential leveling and
 DF9726.adjusted by the WI DEPT OF TRANSP
 DF9726.in May 2012.
 DF9726
 DF9726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9726.GEOID18 height accuracy estimate available here.
 DF9726
 DF9726.Click photographs - Photos may exist for this station.
 DF9726
 DF9726.The dynamic height is computed by dividing the NAVD 88
 DF9726.geopotential number by the normal gravity value computed on the
 DF9726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9726.degrees latitude (g = 980.6199 gals.).
 DF9726
 DF9726.The modeled gravity was interpolated from observed gravity values.
 DF9726
 DF9726;                    North         East    Units  Estimated Accuracy
 DF9726;SPC WI S     -    88,868.      630,027.      MT  (+/- 10 meters HH2 GPS)
 DF9726
 DF9726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8469041897(NAD 83)
 DF9726
 DF9726                          SUPERSEDED SURVEY CONTROL
 DF9726
 DF9726  NAVD 88 (04/20/07)  262.829  (m)          862.30   (f) SUPERSEDED  2 1
 DF9726  NAVD 88 (02/25/04)  262.799  (m)          862.20   (f) SUPERSEDED  2 1
 DF9726
 DF9726.Superseded values are not recommended for survey control.
 DF9726
 DF9726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9726.See file dsdata.pdf to determine how the superseded data were derived.
 DF9726
 DF9726_MARKER: DD = SURVEY DISK
 DF9726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9726_STAMPING: 1U16 2002
 DF9726_MARK LOGO: WIDT
 DF9726_PROJECTION: FLUSH
 DF9726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9726+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 DF9726
 DF9726  HISTORY     - Date     Condition        Report By
 DF9726  HISTORY     - 2001     MONUMENTED       WIDT
 DF9726  HISTORY     - 20040413 GOOD             USPSQD
 DF9726  HISTORY     - 20070917 GOOD             WIDT
 DF9726
 DF9726                          STATION DESCRIPTION
 DF9726
 DF9726'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9726'THE STATION IS LOCATED ABOUT 10 KM SOUTHWEST OF BELLEVILLE, 6 KM
 DF9726'NORTH-NORTHWEST OF MONTICELLO, AND 2 KM SOUTH OF NEW GLARUS.
 DF9726'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9726'STATION FROM THE JUNCTION OF STATE HIGHWAY 69 WITH STATE HIGHWAY 92
 DF9726'ABOUT 5 KM WEST OF THE VILLAGE OF BELLEVILLE, GO SOUTHWEST ON STATE
 DF9726'HIGHWAY 69 FOR 8.3 KM TO COUNTY HIGHWAY H AND THE STATION ON THE
 DF9726'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9726'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9726'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9726'LEVEL THE HIGHWAY PAVEMENT. THE STATION IS 9.6 M WEST OF THE
 DF9726'CENTERLINE OF STATE HIGHWAY 69, 68.0 M SOUTH OF THE CENTERLINE OF
 DF9726'COUNTY HIGHWAY H, 5.5 M WEST OF THE CENTER OF A BIKE PATH, AND 5 M
 DF9726'NORTH OF THE CENTER OF A GRAVEL DRIVEWAY. ---NOTE---THIS STATION HAS
 DF9726'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DF9726'HORIZON.
 DF9726
 DF9726                          STATION RECOVERY (2004)
 DF9726
 DF9726'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9726'RECOVERED IN GOOD CONDITION.
 DF9726
 DF9726                          STATION RECOVERY (2007)
 DF9726
 DF9726'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9726'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 19.6 M (NOT 9.6 M)
 DF9726'WEST OF THE CENTERLINE OF STATE HIGHWAY 69, 14.4 M SOUTHWEST OF A
 DF9726'--SOUTH 69-- WOOD SIGN POST, 13.2 M SOUTH OF A YELLOW METAL --R/W--
 DF9726'SIGN POST, 13.0 M SOUTH-SOUTHEAST OF THE SOUTHEAST WOOD POST FOR A
 DF9726'--NEW GLARUS WOODS STATE PARK-- SIGN,
 DF9726'12.5 M SOUTH OF AN ORANGE --WARNING FIBER OPTIC CABLE-- SIGN, AND 0.6
 DF9726'M EAST AND 0.9 M SOUTHWEST OF TWO WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9725 ***********************************************************************
 DF9725  DESIGNATION -  1U17
 DF9725  PID         -  DF9725
 DF9725  STATE/COUNTY-  WI/GREEN
 DF9725  COUNTRY     -  US
 DF9725  USGS QUAD   -  NEW GLARUS (2018)
 DF9725
 DF9725                         *CURRENT SURVEY CONTROL
 DF9725  ______________________________________________________________________
 DF9725* NAD 83(1986) POSITION- 42 49 03.3    (N) 089 37 56.7    (W)   HD_HELD2
 DF9725* NAVD 88 ORTHO HEIGHT -   264.478 (meters)      867.71  (feet) ADJUSTED
 DF9725  ______________________________________________________________________
 DF9725  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 DF9725  DYNAMIC HEIGHT  -        264.402 (meters)      867.46  (feet) COMP
 DF9725  MODELED GRAVITY -    980,328.7   (mgal)                       NAVD 88
 DF9725
 DF9725  VERT ORDER      -  SECOND    CLASS I
 DF9725
 DF9725.The horizontal coordinates were established by autonomous hand held GPS
 DF9725.observations and have an estimated accuracy of +/- 10 meters.
 DF9725
 DF9725.The orthometric height was determined by differential leveling and
 DF9725.adjusted by the WI DEPT OF TRANSP
 DF9725.in May 2012.
 DF9725
 DF9725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9725.GEOID18 height accuracy estimate available here.
 DF9725
 DF9725.Click photographs - Photos may exist for this station.
 DF9725
 DF9725.The dynamic height is computed by dividing the NAVD 88
 DF9725.geopotential number by the normal gravity value computed on the
 DF9725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9725.degrees latitude (g = 980.6199 gals.).
 DF9725
 DF9725.The modeled gravity was interpolated from observed gravity values.
 DF9725
 DF9725;                    North         East    Units  Estimated Accuracy
 DF9725;SPC WI S     -    90,893.      630,061.      MT  (+/- 10 meters HH2 GPS)
 DF9725
 DF9725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8479643919(NAD 83)
 DF9725
 DF9725                          SUPERSEDED SURVEY CONTROL
 DF9725
 DF9725  NAVD 88 (04/20/07)  264.461  (m)          867.65   (f) SUPERSEDED  2 1
 DF9725  NAVD 88 (02/25/04)  264.429  (m)          867.55   (f) SUPERSEDED  2 1
 DF9725
 DF9725.Superseded values are not recommended for survey control.
 DF9725
 DF9725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9725.See file dsdata.pdf to determine how the superseded data were derived.
 DF9725
 DF9725_MARKER: DD = SURVEY DISK
 DF9725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF9725_SP_SET: BRIDGE WINGWALL
 DF9725_STAMPING: 1U17 2002
 DF9725_MARK LOGO: WIDT
 DF9725_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9725+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DF9725
 DF9725  HISTORY     - Date     Condition        Report By
 DF9725  HISTORY     - 2001     MONUMENTED       WIDT
 DF9725  HISTORY     - 20040413 GOOD             USPSQD
 DF9725  HISTORY     - 20070919 GOOD             WIDT
 DF9725
 DF9725                          STATION DESCRIPTION
 DF9725
 DF9725'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9725'THE STATION IS LOCATED ABOUT 24 KM NORTH OF MONROE IN NEW GLARUS.
 DF9725'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9725'STATION FROM THE JUNCTION OF STATE HIGHWAY 39 WITH STATE HIGHWAY 69
 DF9725'IN THE VILLAGE OF NEW GLARUS, GO NORTH ON STATE HIGHWAY 69 FOR 0.3 KM
 DF9725'TO BRIDGE --B-29-82-90-- OVER THE LITTLE SUGAR RIVER AND THE STATION
 DF9725'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9725'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE WEST
 DF9725'WINGWALL OF THE NORTH ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY
 DF9725'PAVEMENT.  THE STATION IS 7.4 M WEST OF THE CENTERLINE OF STATE
 DF9725'HIGHWAY 69, AND 47 M SOUTH OF THE EXTENDED CENTERLINE OF COUNTY
 DF9725'HIGHWAY W. ---NOTE---THE STATION IS 0.3 M SOUTH OF A WHITE PLASTIC
 DF9725'WITNESS POST. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9725'EXTENDING HIGHER THAN 15 ABOVE THE HORIZON.
 DF9725
 DF9725                          STATION RECOVERY (2004)
 DF9725
 DF9725'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9725'RECOVERED IN GOOD CONDITION.
 DF9725
 DF9725                          STATION RECOVERY (2007)
 DF9725
 DF9725'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9724 ***********************************************************************
 DF9724  DESIGNATION -  1U18
 DF9724  PID         -  DF9724
 DF9724  STATE/COUNTY-  WI/GREEN
 DF9724  COUNTRY     -  US
 DF9724  USGS QUAD   -  NEW GLARUS (2018)
 DF9724
 DF9724                         *CURRENT SURVEY CONTROL
 DF9724  ______________________________________________________________________
 DF9724* NAD 83(1986) POSITION- 42 49 54.4    (N) 089 38 05.0    (W)   HD_HELD2
 DF9724* NAVD 88 ORTHO HEIGHT -   269.820 (meters)      885.23  (feet) ADJUSTED
 DF9724  ______________________________________________________________________
 DF9724  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 DF9724  DYNAMIC HEIGHT  -        269.744 (meters)      884.99  (feet) COMP
 DF9724  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 DF9724
 DF9724  VERT ORDER      -  SECOND    CLASS I
 DF9724
 DF9724.The horizontal coordinates were established by autonomous hand held GPS
 DF9724.observations and have an estimated accuracy of +/- 10 meters.
 DF9724
 DF9724.The orthometric height was determined by differential leveling and
 DF9724.adjusted by the WI DEPT OF TRANSP
 DF9724.in May 2012.
 DF9724
 DF9724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9724.GEOID18 height accuracy estimate available here.
 DF9724
 DF9724.Click photographs - Photos may exist for this station.
 DF9724
 DF9724.The dynamic height is computed by dividing the NAVD 88
 DF9724.geopotential number by the normal gravity value computed on the
 DF9724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9724.degrees latitude (g = 980.6199 gals.).
 DF9724
 DF9724.The modeled gravity was interpolated from observed gravity values.
 DF9724
 DF9724;                    North         East    Units  Estimated Accuracy
 DF9724;SPC WI S     -    92,469.      629,866.      MT  (+/- 10 meters HH2 GPS)
 DF9724
 DF9724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8465745501(NAD 83)
 DF9724
 DF9724                          SUPERSEDED SURVEY CONTROL
 DF9724
 DF9724  NAVD 88 (04/20/07)  269.803  (m)          885.18   (f) SUPERSEDED  2 1
 DF9724  NAVD 88 (02/25/04)  269.771  (m)          885.07   (f) SUPERSEDED  2 1
 DF9724
 DF9724.Superseded values are not recommended for survey control.
 DF9724
 DF9724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9724.See file dsdata.pdf to determine how the superseded data were derived.
 DF9724
 DF9724_MARKER: DD = SURVEY DISK
 DF9724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9724_STAMPING: 1U18 2002
 DF9724_MARK LOGO: WIDT
 DF9724_PROJECTION: FLUSH
 DF9724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9724+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 DF9724
 DF9724  HISTORY     - Date     Condition        Report By
 DF9724  HISTORY     - 2001     MONUMENTED       WIDT
 DF9724  HISTORY     - 20040413 GOOD             USPSQD
 DF9724  HISTORY     - 20070917 GOOD             WIDT
 DF9724
 DF9724                          STATION DESCRIPTION
 DF9724
 DF9724'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9724'THE STATION IS LOCATED ABOUT 19 KM SOUTH-SOUTHWEST OF VERONA, 11 KM
 DF9724'NORTH-NORTHWEST OF MONTICELLO, AND 2 KM NORTH OF NEW GLARUS.
 DF9724'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9724'STATION FROM THE JUNCTION OF STATE HIGHWAY 69 WITH STATE HIGHWAY 92
 DF9724'ABOUT 5 KM WEST OF THE VILLAGE OF BELLEVILLE, GO SOUTHWEST ON STATE
 DF9724'HIGHWAY 69 FOR 3.7 KM TO OLD MADISON ROAD ON THE RIGHT, CONTINUE
 DF9724'SOUTH ON STATE HIGHWAY 69 FOR 1.1 KM TO THE STATION ON THE LEFT.  THE
 DF9724'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9724'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9724'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 2 M ABOVE THE HIGHWAY
 DF9724'PAVEMENT.  THE STATION IS 22.3 M EAST OF THE CENTERLINE OF STATE
 DF9724'HIGHWAY 69, 110 M SOUTH OF A METAL --R/W-- POST, AND 2 M WEST OF A
 DF9724'CULTIVATED FIELD, AND 1.3 M WEST OF A METAL --R/W-- POST.
 DF9724'---NOTE---THE STATION IS WEST, SOUTH AND NORTH OF THREE WHITE PLASTIC
 DF9724'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9724'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF9724
 DF9724                          STATION RECOVERY (2004)
 DF9724
 DF9724'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9724'RECOVERED IN GOOD CONDITION.
 DF9724
 DF9724                          STATION RECOVERY (2007)
 DF9724
 DF9724'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9724'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- TO
 DF9724'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39 WITH STATE
 DF9724'HIGHWAY 69 IN THE VILLAGE OF NEW GLARUS, GO NORTH ON STATE HIGHWAY 69
 DF9724'FOR 0.2 MILE TO COUNTY HIGHWAY W RIGHT, CONTINUE NORTH ON STATE
 DF9724'HIGHWAY 69 FOR 1.0 MILE TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9722 ***********************************************************************
 DF9722  DESIGNATION -  1U19
 DF9722  PID         -  DF9722
 DF9722  STATE/COUNTY-  WI/DANE
 DF9722  COUNTRY     -  US
 DF9722  USGS QUAD   -  BELLEVILLE (2018)
 DF9722
 DF9722                         *CURRENT SURVEY CONTROL
 DF9722  ______________________________________________________________________
 DF9722* NAD 83(1986) POSITION- 42 51 58.6    (N) 089 36 06.8    (W)   HD_HELD2
 DF9722* NAVD 88 ORTHO HEIGHT -   336.521 (meters)     1104.07  (feet) ADJUSTED
 DF9722  ______________________________________________________________________
 DF9722  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 DF9722  DYNAMIC HEIGHT  -        336.427 (meters)     1103.76  (feet) COMP
 DF9722  MODELED GRAVITY -    980,329.1   (mgal)                       NAVD 88
 DF9722
 DF9722  VERT ORDER      -  SECOND    CLASS I
 DF9722
 DF9722.The horizontal coordinates were established by autonomous hand held GPS
 DF9722.observations and have an estimated accuracy of +/- 10 meters.
 DF9722
 DF9722.The orthometric height was determined by differential leveling and
 DF9722.adjusted by the WI DEPT OF TRANSP
 DF9722.in May 2012.
 DF9722
 DF9722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9722.GEOID18 height accuracy estimate available here.
 DF9722
 DF9722.Click photographs - Photos may exist for this station.
 DF9722
 DF9722.The dynamic height is computed by dividing the NAVD 88
 DF9722.geopotential number by the normal gravity value computed on the
 DF9722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9722.degrees latitude (g = 980.6199 gals.).
 DF9722
 DF9722.The modeled gravity was interpolated from observed gravity values.
 DF9722
 DF9722;                    North         East    Units  Estimated Accuracy
 DF9722;SPC WI S     -    96,313.      632,532.      MT  (+/- 10 meters HH2 GPS)
 DF9722
 DF9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8745949249(NAD 83)
 DF9722
 DF9722                          SUPERSEDED SURVEY CONTROL
 DF9722
 DF9722  NAVD 88 (04/20/07)  336.505  (m)         1104.02   (f) SUPERSEDED  2 1
 DF9722  NAVD 88 (02/25/04)  336.471  (m)         1103.91   (f) SUPERSEDED  2 1
 DF9722
 DF9722.Superseded values are not recommended for survey control.
 DF9722
 DF9722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9722.See file dsdata.pdf to determine how the superseded data were derived.
 DF9722
 DF9722_MARKER: DD = SURVEY DISK
 DF9722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9722_STAMPING: 1U19 2002
 DF9722_MARK LOGO: WIDT
 DF9722_PROJECTION: FLUSH
 DF9722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9722+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2006
 DF9722
 DF9722  HISTORY     - Date     Condition        Report By
 DF9722  HISTORY     - 2001     MONUMENTED       WIDT
 DF9722  HISTORY     - 20061029 GOOD             USPSQD
 DF9722
 DF9722                          STATION DESCRIPTION
 DF9722
 DF9722'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9722'THE STATION IS LOCATED ABOUT 15 KM SOUTH-SOUTHWEST OF VERONA, 6 KM
 DF9722'NORTH-NORTHEAST OF NEW GLARUS, AND 5 KM WEST-NORTHWEST OF BELLEVILLE.
 DF9722'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DF9722'LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF STATE
 DF9722'HIGHWAY 69 WITH STATE HIGHWAY 92 ABOUT 5 KM WEST-NORTHWEST OF THE
 DF9722'VILLAGE OF BELLEVILLE.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9722'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9722'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.0 M SET ON
 DF9722'BEDROCK AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS
 DF9722'16.2 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 69, 58.2 M
 DF9722'WEST-SOUTHWEST A OF POWER POLE, 40.5 M EAST OF THE CENTERLINE OF
 DF9722'STATE HIGHWAY 92, AND 8.9 M SOUTH-SOUTHWEST OF POWER POLE--5-8-31
 DF9722'0/32 503 42--. ---NOTE---THE STATION IS SOUTH, NORTHEAST AND WEST OF
 DF9722'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9722'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DF9722'HORIZON.
 DF9722
 DF9722                          STATION RECOVERY (2006)
 DF9722
 DF9722'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9721 ***********************************************************************
 DF9721  DESIGNATION -  1U20
 DF9721  PID         -  DF9721
 DF9721  STATE/COUNTY-  WI/DANE
 DF9721  COUNTRY     -  US
 DF9721  USGS QUAD   -  VERONA (2018)
 DF9721
 DF9721                         *CURRENT SURVEY CONTROL
 DF9721  ______________________________________________________________________
 DF9721* NAD 83(1986) POSITION- 42 52 56.8    (N) 089 36 49.0    (W)   HD_HELD2
 DF9721* NAVD 88 ORTHO HEIGHT -   277.236 (meters)      909.57  (feet) ADJUSTED
 DF9721  ______________________________________________________________________
 DF9721  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 DF9721  DYNAMIC HEIGHT  -        277.156 (meters)      909.30  (feet) COMP
 DF9721  MODELED GRAVITY -    980,325.8   (mgal)                       NAVD 88
 DF9721
 DF9721  VERT ORDER      -  SECOND    CLASS I
 DF9721
 DF9721.The horizontal coordinates were established by autonomous hand held GPS
 DF9721.observations and have an estimated accuracy of +/- 10 meters.
 DF9721
 DF9721.The orthometric height was determined by differential leveling and
 DF9721.adjusted by the WI DEPT OF TRANSP
 DF9721.in May 2012.
 DF9721
 DF9721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9721.GEOID18 height accuracy estimate available here.
 DF9721
 DF9721.Click photographs - Photos may exist for this station.
 DF9721
 DF9721.The dynamic height is computed by dividing the NAVD 88
 DF9721.geopotential number by the normal gravity value computed on the
 DF9721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9721.degrees latitude (g = 980.6199 gals.).
 DF9721
 DF9721.The modeled gravity was interpolated from observed gravity values.
 DF9721
 DF9721;                    North         East    Units  Estimated Accuracy
 DF9721;SPC WI S     -    98,105.      631,566.      MT  (+/- 10 meters HH2 GPS)
 DF9721
 DF9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8655751074(NAD 83)
 DF9721
 DF9721                          SUPERSEDED SURVEY CONTROL
 DF9721
 DF9721  NAVD 88 (04/20/07)  277.219  (m)          909.51   (f) SUPERSEDED  2 1
 DF9721  NAVD 88 (02/25/04)  277.184  (m)          909.39   (f) SUPERSEDED  2 1
 DF9721
 DF9721.Superseded values are not recommended for survey control.
 DF9721
 DF9721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9721.See file dsdata.pdf to determine how the superseded data were derived.
 DF9721
 DF9721_MARKER: DD = SURVEY DISK
 DF9721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9721_STAMPING: 1U20 2002
 DF9721_MARK LOGO: WIDT
 DF9721_PROJECTION: FLUSH
 DF9721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9721+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2012
 DF9721
 DF9721  HISTORY     - Date     Condition        Report By
 DF9721  HISTORY     - 2001     MONUMENTED       WIDT
 DF9721  HISTORY     - 20061029 GOOD             USPSQD
 DF9721  HISTORY     - 20120703 GOOD             WIDT
 DF9721
 DF9721                          STATION DESCRIPTION
 DF9721
 DF9721'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9721'THE STATION IS LOCATED ABOUT 14 KM SOUTHWEST OF VERONA, 7 KM NORTH OF
 DF9721'NEW GLARUS, AND 7 KM NORTHWEST OF BELLEVILLE.  OWNERSHIP--WISCONSIN
 DF9721'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9721'OF STATE HIGHWAY 69 WITH STATE HIGHWAY 92 ABOUT 5 KM WEST OF THE
 DF9721'VILLAGE OF BELLEVILLE, GO NORTHWEST ON STATE HIGHWAY 92 FOR 2.1 KM TO
 DF9721'JIM TOWN ROAD AND THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9721'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9721'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9721'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9721'STATION IS 16.2 M NORTH-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DF9721'92, 21 M WEST-SOUTHWEST OF A CULTIVATED FIELD, 20.0 M WEST OF POWER
 DF9721'POLE --05-07-25 21/37--, AND 9.6 M SOUTHEAST OF THE CENTERLINE OF JIM
 DF9721'TOWN ROAD.  ---NOTE---THE STATION IS SOUTHWEST, SOUTHEAST AND
 DF9721'NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9721'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9721'ABOVE THE HORIZON.
 DF9721
 DF9721                          STATION RECOVERY (2006)
 DF9721
 DF9721'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9721'RECOVERED IN GOOD CONDITION.
 DF9721
 DF9721                          STATION RECOVERY (2012)
 DF9721
 DF9721'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9721'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9719 ***********************************************************************
 DF9719  DESIGNATION -  1U21
 DF9719  PID         -  DF9719
 DF9719  STATE/COUNTY-  WI/DANE
 DF9719  COUNTRY     -  US
 DF9719  USGS QUAD   -  VERONA (2018)
 DF9719
 DF9719                         *CURRENT SURVEY CONTROL
 DF9719  ______________________________________________________________________
 DF9719* NAD 83(1986) POSITION- 42 54 56.8    (N) 089 37 15.4    (W)   HD_HELD2
 DF9719* NAVD 88 ORTHO HEIGHT -   270.977 (meters)      889.03  (feet) ADJUSTED
 DF9719  ______________________________________________________________________
 DF9719  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 DF9719  DYNAMIC HEIGHT  -        270.898 (meters)      888.77  (feet) COMP
 DF9719  MODELED GRAVITY -    980,321.6   (mgal)                       NAVD 88
 DF9719
 DF9719  VERT ORDER      -  SECOND    CLASS I
 DF9719
 DF9719.The horizontal coordinates were established by autonomous hand held GPS
 DF9719.observations and have an estimated accuracy of +/- 10 meters.
 DF9719
 DF9719.The orthometric height was determined by differential leveling and
 DF9719.adjusted by the WI DEPT OF TRANSP
 DF9719.in May 2012.
 DF9719
 DF9719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9719.GEOID18 height accuracy estimate available here.
 DF9719
 DF9719.Click photographs - Photos may exist for this station.
 DF9719
 DF9719.The dynamic height is computed by dividing the NAVD 88
 DF9719.geopotential number by the normal gravity value computed on the
 DF9719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9719.degrees latitude (g = 980.6199 gals.).
 DF9719
 DF9719.The modeled gravity was interpolated from observed gravity values.
 DF9719
 DF9719;                    North         East    Units  Estimated Accuracy
 DF9719;SPC WI S     -   101,805.      630,950.      MT  (+/- 10 meters HH2 GPS)
 DF9719
 DF9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8607454795(NAD 83)
 DF9719
 DF9719                          SUPERSEDED SURVEY CONTROL
 DF9719
 DF9719  NAVD 88 (04/20/07)  270.961  (m)          888.98   (f) SUPERSEDED  2 1
 DF9719  NAVD 88 (02/25/04)  270.924  (m)          888.86   (f) SUPERSEDED  2 1
 DF9719
 DF9719.Superseded values are not recommended for survey control.
 DF9719
 DF9719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9719.See file dsdata.pdf to determine how the superseded data were derived.
 DF9719
 DF9719_MARKER: DD = SURVEY DISK
 DF9719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9719_STAMPING: 1U21 2002
 DF9719_MARK LOGO: WIDT
 DF9719_PROJECTION: FLUSH
 DF9719_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9719+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2012
 DF9719
 DF9719  HISTORY     - Date     Condition        Report By
 DF9719  HISTORY     - 2001     MONUMENTED       WIDT
 DF9719  HISTORY     - 20061029 GOOD             USPSQD
 DF9719  HISTORY     - 20120703 GOOD             WIDT
 DF9719
 DF9719                          STATION DESCRIPTION
 DF9719
 DF9719'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9719'THE STATION IS LOCATED ABOUT 11 KM SOUTHWEST OF VERONA, 11 KM NORTH
 DF9719'OF NEW GLARUS, AND 9 KM NORTHWEST OF BELLEVILLE.  OWNERSHIP--TOWN OF
 DF9719'PRIMROSE.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69
 DF9719'WITH STATE HIGHWAY 92 ABOUT 5 KM WEST OF THE VILLAGE OF BELLEVILLE,
 DF9719'GO NORTHWEST ON STATE HIGHWAY 92 FOR 6.2 KM TO COUNTY HIGHWAY A ON
 DF9719'THE RIGHT, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY A FOR 0.1 KM TO
 DF9719'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9719'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9719'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9719'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 8.8 M NORTH
 DF9719'OF THE CENTERLINE OF COUNTY HIGHWAY A, 59.3 M WEST OF A WOOD POST FOR
 DF9719'A --JUNCTION STATE HIGHWAY 92-- SIGN, 23 M SOUTH OF A CULTIVATED
 DF9719'FIELD, AND 10 M EAST OF A FIELD ENTRANCE.  ---NOTE---THE STATION IS
 DF9719'SOUTH, WEST AND EAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9719'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9719'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9719
 DF9719                          STATION RECOVERY (2006)
 DF9719
 DF9719'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9719'ONE WHITE POST
 DF9719
 DF9719                          STATION RECOVERY (2012)
 DF9719
 DF9719'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9719'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9718 ***********************************************************************
 DF9718  DESIGNATION -  1U22
 DF9718  PID         -  DF9718
 DF9718  STATE/COUNTY-  WI/DANE
 DF9718  COUNTRY     -  US
 DF9718  USGS QUAD   -  VERONA (2018)
 DF9718
 DF9718                         *CURRENT SURVEY CONTROL
 DF9718  ______________________________________________________________________
 DF9718* NAD 83(1986) POSITION- 42 56 02.5    (N) 089 37 26.5    (W)   HD_HELD2
 DF9718* NAVD 88 ORTHO HEIGHT -   276.607 (meters)      907.50  (feet) ADJUSTED
 DF9718  ______________________________________________________________________
 DF9718  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 DF9718  DYNAMIC HEIGHT  -        276.526 (meters)      907.24  (feet) COMP
 DF9718  MODELED GRAVITY -    980,319.9   (mgal)                       NAVD 88
 DF9718
 DF9718  VERT ORDER      -  SECOND    CLASS I
 DF9718
 DF9718.The horizontal coordinates were established by autonomous hand held GPS
 DF9718.observations and have an estimated accuracy of +/- 10 meters.
 DF9718
 DF9718.The orthometric height was determined by differential leveling and
 DF9718.adjusted by the WI DEPT OF TRANSP
 DF9718.in May 2012.
 DF9718
 DF9718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9718.GEOID18 height accuracy estimate available here.
 DF9718
 DF9718.Click photographs - Photos may exist for this station.
 DF9718
 DF9718.The dynamic height is computed by dividing the NAVD 88
 DF9718.geopotential number by the normal gravity value computed on the
 DF9718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9718.degrees latitude (g = 980.6199 gals.).
 DF9718
 DF9718.The modeled gravity was interpolated from observed gravity values.
 DF9718
 DF9718;                    North         East    Units  Estimated Accuracy
 DF9718;SPC WI S     -   103,831.      630,689.      MT  (+/- 10 meters HH2 GPS)
 DF9718
 DF9718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8588556829(NAD 83)
 DF9718
 DF9718                          SUPERSEDED SURVEY CONTROL
 DF9718
 DF9718  NAVD 88 (04/20/07)  276.591  (m)          907.45   (f) SUPERSEDED  2 1
 DF9718  NAVD 88 (02/25/04)  276.554  (m)          907.33   (f) SUPERSEDED  2 1
 DF9718
 DF9718.Superseded values are not recommended for survey control.
 DF9718
 DF9718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9718.See file dsdata.pdf to determine how the superseded data were derived.
 DF9718
 DF9718_MARKER: DD = SURVEY DISK
 DF9718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9718_STAMPING: 1U22 2002
 DF9718_MARK LOGO: WIDT
 DF9718_PROJECTION: FLUSH
 DF9718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9718+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2012
 DF9718
 DF9718  HISTORY     - Date     Condition        Report By
 DF9718  HISTORY     - 2001     MONUMENTED       WIDT
 DF9718  HISTORY     - 20061029 GOOD             USPSQD
 DF9718  HISTORY     - 20120703 GOOD             WIDT
 DF9718
 DF9718                          STATION DESCRIPTION
 DF9718
 DF9718'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9718'THE STATION IS LOCATED ABOUT 26 KM SOUTHWEST OF MADISON, 13 KM
 DF9718'SOUTHEAST OF MOUNT HOREB, AND 10 KM SOUTHWEST OF VERONA.
 DF9718'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9718'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 92
 DF9718'ABOUT 2 KM SOUTHEAST OF THE VILLAGE OF MOUNT HOREB, GO SOUTH ON STATE
 DF9718'HIGHWAY 92 FOR 11.6 KM TO ERFURTH ROAD ON THE LEFT, CONTINUE SOUTH ON
 DF9718'STATE HIGHWAY 92 FOR 1.6 KM TO SPRINGROSE ROAD AND THE STATION ON THE
 DF9718'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9718'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9718'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW
 DF9718'THE HIGHWAY PAVEMENT.  THE STATION IS 10.7 M EAST-NORTHEAST OF THE
 DF9718'CENTERLINE OF STATE HIGHWAY 92, 49.5 M WEST OF A WOOD POST FOR A
 DF9718'--SCHOOL BUS STOP AHEAD-- SIGN, 30.5 M WEST-NORTHWEST OF THE
 DF9718'CENTERLINE OF SPRINGROSE ROAD, AND 22.9 M EAST OF WOOD POST FOR A
 DF9718'--ADOPT A HIGHWAY UW-ENGINEERING PROFESSIONAL DEVELOPMENT--SIGN.
 DF9718'---NOTE---THE STATION IS SOUTH-SOUTHWEST, EAST-SOUTHEAST AND
 DF9718'WEST-NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9718'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9718'ABOVE THE HORIZON.
 DF9718
 DF9718                          STATION RECOVERY (2006)
 DF9718
 DF9718'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9718'RECOVERED IN GOOD CONDITION.
 DF9718
 DF9718                          STATION RECOVERY (2012)
 DF9718
 DF9718'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9718'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9717 ***********************************************************************
 DF9717  DESIGNATION -  1U23
 DF9717  PID         -  DF9717
 DF9717  STATE/COUNTY-  WI/DANE
 DF9717  COUNTRY     -  US
 DF9717  USGS QUAD   -  MOUNT VERNON (2018)
 DF9717
 DF9717                         *CURRENT SURVEY CONTROL
 DF9717  ______________________________________________________________________
 DF9717* NAD 83(1986) POSITION- 42 56 32.6    (N) 089 38 48.0    (W)   HD_HELD2
 DF9717* NAVD 88 ORTHO HEIGHT -   275.079 (meters)      902.49  (feet) ADJUSTED
 DF9717  ______________________________________________________________________
 DF9717  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 DF9717  DYNAMIC HEIGHT  -        274.998 (meters)      902.22  (feet) COMP
 DF9717  MODELED GRAVITY -    980,317.8   (mgal)                       NAVD 88
 DF9717
 DF9717  VERT ORDER      -  SECOND    CLASS I
 DF9717
 DF9717.The horizontal coordinates were established by autonomous hand held GPS
 DF9717.observations and have an estimated accuracy of +/- 10 meters.
 DF9717
 DF9717.The orthometric height was determined by differential leveling and
 DF9717.adjusted by the WI DEPT OF TRANSP
 DF9717.in May 2012.
 DF9717
 DF9717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9717.GEOID18 height accuracy estimate available here.
 DF9717
 DF9717.Click photographs - Photos may exist for this station.
 DF9717
 DF9717.The dynamic height is computed by dividing the NAVD 88
 DF9717.geopotential number by the normal gravity value computed on the
 DF9717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9717.degrees latitude (g = 980.6199 gals.).
 DF9717
 DF9717.The modeled gravity was interpolated from observed gravity values.
 DF9717
 DF9717;                    North         East    Units  Estimated Accuracy
 DF9717;SPC WI S     -   104,752.      628,837.      MT  (+/- 10 meters HH2 GPS)
 DF9717
 DF9717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8406757816(NAD 83)
 DF9717
 DF9717                          SUPERSEDED SURVEY CONTROL
 DF9717
 DF9717  NAVD 88 (04/20/07)  275.063  (m)          902.44   (f) SUPERSEDED  2 1
 DF9717  NAVD 88 (02/25/04)  275.026  (m)          902.31   (f) SUPERSEDED  2 1
 DF9717
 DF9717.Superseded values are not recommended for survey control.
 DF9717
 DF9717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9717.See file dsdata.pdf to determine how the superseded data were derived.
 DF9717
 DF9717_MARKER: DD = SURVEY DISK
 DF9717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9717_STAMPING: 1U23 2002
 DF9717_MARK LOGO: WIDT
 DF9717_PROJECTION: FLUSH
 DF9717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9717+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2012
 DF9717
 DF9717  HISTORY     - Date     Condition        Report By
 DF9717  HISTORY     - 2001     MONUMENTED       WIDT
 DF9717  HISTORY     - 20061029 GOOD             USPSQD
 DF9717  HISTORY     - 20070424 GOOD             WIDT
 DF9717  HISTORY     - 20120703 GOOD             WIDT
 DF9717
 DF9717                          STATION DESCRIPTION
 DF9717
 DF9717'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9717'THE STATION IS LOCATED ABOUT 26 KM SOUTHWEST OF MADISON, 21 KM
 DF9717'SOUTH-SOUTHWEST OF MIDDLETON, AND 11 KM SOUTHEAST OF MOUNT HOREB.
 DF9717'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DF9717'HIGHWAY 18 WITH STATE HIGHWAY 92 ABOUT 2 KM SOUTHEAST OF THE VILLAGE
 DF9717'OF MOUNT HOREB, GO SOUTH, THEN SOUTHEAST ON STATE HIGHWAY 92 FOR 11.0
 DF9717'KM TO COUNTY HIGHWAY U ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 DF9717'COUNTY HIGHWAY U FOR 0.1 KM TO THE STATION ON THE RIGHT.  THE STATION
 DF9717'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9717'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9717'SET TO A DEPTH OF 2.4 M AND  ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9717'THE STATION IS 9.3 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY U, 65 M
 DF9717'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 92, 20.4 M NORTH OF A WOOD
 DF9717'POST FOR A --RIGHT CURVE AHEAD 35 MPH-- SIGN, AND 1.3 M EAST OF A
 DF9717'WOVEN WIRE FENCE. ---NOTE---THE STATION IS EAST, NORTH-NORTHWEST AND
 DF9717'SOUTH-SOUTHWEST OF THREE OF A WHITE PLASTIC WITNESS POSTS.
 DF9717'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9717'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9717
 DF9717                          STATION RECOVERY (2006)
 DF9717
 DF9717'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9717'RECOVERED IN GOOD CONDITION.
 DF9717
 DF9717                          STATION RECOVERY (2007)
 DF9717
 DF9717'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9717'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 13.8 M SOUTH OF A
 DF9717'--COUNTY U-- WOOD SIGN POST.
 DF9717
 DF9717                          STATION RECOVERY (2012)
 DF9717
 DF9717'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9717'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9716 ***********************************************************************
 DF9716  DESIGNATION -  1U24
 DF9716  PID         -  DF9716
 DF9716  STATE/COUNTY-  WI/DANE
 DF9716  COUNTRY     -  US
 DF9716  USGS QUAD   -  MOUNT VERNON (2018)
 DF9716
 DF9716                         *CURRENT SURVEY CONTROL
 DF9716  ______________________________________________________________________
 DF9716* NAD 83(1986) POSITION- 42 57 12.6    (N) 089 39 23.3    (W)   HD_HELD2
 DF9716* NAVD 88 ORTHO HEIGHT -   291.522 (meters)      956.44  (feet) ADJUSTED
 DF9716  ______________________________________________________________________
 DF9716  GEOID HEIGHT    -        -34.042 (meters)                     GEOID18
 DF9716  DYNAMIC HEIGHT  -        291.435 (meters)      956.15  (feet) COMP
 DF9716  MODELED GRAVITY -    980,316.8   (mgal)                       NAVD 88
 DF9716
 DF9716  VERT ORDER      -  SECOND    CLASS I
 DF9716
 DF9716.The horizontal coordinates were established by autonomous hand held GPS
 DF9716.observations and have an estimated accuracy of +/- 10 meters.
 DF9716
 DF9716.The orthometric height was determined by differential leveling and
 DF9716.adjusted by the WI DEPT OF TRANSP
 DF9716.in May 2012.
 DF9716
 DF9716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9716.GEOID18 height accuracy estimate available here.
 DF9716
 DF9716.Click photographs - Photos may exist for this station.
 DF9716
 DF9716.The dynamic height is computed by dividing the NAVD 88
 DF9716.geopotential number by the normal gravity value computed on the
 DF9716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9716.degrees latitude (g = 980.6199 gals.).
 DF9716
 DF9716.The modeled gravity was interpolated from observed gravity values.
 DF9716
 DF9716;                    North         East    Units  Estimated Accuracy
 DF9716;SPC WI S     -   105,983.      628,032.      MT  (+/- 10 meters HH2 GPS)
 DF9716
 DF9716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8330659075(NAD 83)
 DF9716
 DF9716                          SUPERSEDED SURVEY CONTROL
 DF9716
 DF9716  NAVD 88 (04/20/07)  291.506  (m)          956.38   (f) SUPERSEDED  2 1
 DF9716  NAVD 88 (02/25/04)  291.467  (m)          956.25   (f) SUPERSEDED  2 1
 DF9716
 DF9716.Superseded values are not recommended for survey control.
 DF9716
 DF9716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9716.See file dsdata.pdf to determine how the superseded data were derived.
 DF9716
 DF9716_MARKER: DD = SURVEY DISK
 DF9716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9716_STAMPING: 1U24 2002
 DF9716_MARK LOGO: WIDT
 DF9716_PROJECTION: FLUSH
 DF9716_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9716+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2012
 DF9716
 DF9716  HISTORY     - Date     Condition        Report By
 DF9716  HISTORY     - 2001     MONUMENTED       WIDT
 DF9716  HISTORY     - 20070424 GOOD             WIDT
 DF9716  HISTORY     - 20120703 GOOD             WIDT
 DF9716
 DF9716                          STATION DESCRIPTION
 DF9716
 DF9716'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9716'THE STATION IS LOCATED ABOUT 26 KM SOUTHWEST OF MADISON, 20 KM
 DF9716'SOUTH-SOUTHWEST OF MIDDLETON, AND 9 KM SOUTHEAST OF MOUNT HOREB.
 DF9716'OWNERSHIP--DANE COUNTY. TO REACH THE STATION FROM THE JUNCTION OF US
 DF9716'HIGHWAY 18 WITH STATE HIGHWAY 92 ABOUT 2 KM SOUTHEAST OF THE VILLAGE
 DF9716'OF MOUNT HOREB, GO SOUTHEAST ON STATE HIGHWAY 92 FOR 9.8 KM TO COUNTY
 DF9716'HIGHWAY G ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY G FOR
 DF9716'0.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9716'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9716'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9716'A DEPTH OF 2.1 M, SET ON BEDROCK, AND ABOUT LEVEL WITH THE HIGHWAY
 DF9716'PAVEMENT. THE STATION IS 9.0 M EAST OF THE CENTERLINE OF COUNTY
 DF9716'HIGHWAY G, 86 M NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DF9716'--8668, 8670--, AND 80 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE
 DF9716'ENTRANCE --9642--.  ---NOTE---THE STATION IS WEST, SOUTH AND
 DF9716'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9716'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9716'ABOVE THE HORIZON EXCEPT SILOS TO THE EAST AND NORTHEAST EXTENDING TO
 DF9716'25 DEGREES ABOVE THE HORIZON.
 DF9716
 DF9716                          STATION RECOVERY (2007)
 DF9716
 DF9716'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9716'RECOVERED IN GOOD CONDITION.
 DF9716
 DF9716                          STATION RECOVERY (2012)
 DF9716
 DF9716'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9716'RECOVERED AS DESCRIBED---NOTE---TREES OBSTRUCTING TO THE EAST
 DF9716'EXTENDING TO 60  ON THE HORIZON AND TREES AND A SILO OBSTRUCTING TO
 DF9716'THE WEST EXTENDING TO 50  ON THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9715 ***********************************************************************
 DF9715  DESIGNATION -  1U25
 DF9715  PID         -  DF9715
 DF9715  STATE/COUNTY-  WI/DANE
 DF9715  COUNTRY     -  US
 DF9715  USGS QUAD   -  MOUNT VERNON (2018)
 DF9715
 DF9715                         *CURRENT SURVEY CONTROL
 DF9715  ______________________________________________________________________
 DF9715* NAD 83(1986) POSITION- 42 57 22.0    (N) 089 38 14.0    (W)   HD_HELD2
 DF9715* NAVD 88 ORTHO HEIGHT -   313.911 (meters)     1029.89  (feet) ADJUSTED
 DF9715  ______________________________________________________________________
 DF9715  GEOID HEIGHT    -        -34.057 (meters)                     GEOID18
 DF9715  DYNAMIC HEIGHT  -        313.818 (meters)     1029.58  (feet) COMP
 DF9715  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 DF9715
 DF9715  VERT ORDER      -  SECOND    CLASS I
 DF9715
 DF9715.The horizontal coordinates were established by autonomous hand held GPS
 DF9715.observations and have an estimated accuracy of +/- 10 meters.
 DF9715
 DF9715.The orthometric height was determined by differential leveling and
 DF9715.adjusted by the WI DEPT OF TRANSP
 DF9715.in May 2012.
 DF9715
 DF9715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9715.GEOID18 height accuracy estimate available here.
 DF9715
 DF9715.Click photographs - Photos may exist for this station.
 DF9715
 DF9715.The dynamic height is computed by dividing the NAVD 88
 DF9715.geopotential number by the normal gravity value computed on the
 DF9715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9715.degrees latitude (g = 980.6199 gals.).
 DF9715
 DF9715.The modeled gravity was interpolated from observed gravity values.
 DF9715
 DF9715;                    North         East    Units  Estimated Accuracy
 DF9715;SPC WI S     -   106,279.      629,601.      MT  (+/- 10 meters HH2 GPS)
 DF9715
 DF9715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8488559315(NAD 83)
 DF9715
 DF9715                          SUPERSEDED SURVEY CONTROL
 DF9715
 DF9715  NAVD 88 (04/20/07)  313.895  (m)         1029.84   (f) SUPERSEDED  2 1
 DF9715  NAVD 88 (02/25/04)  313.856  (m)         1029.71   (f) SUPERSEDED  2 1
 DF9715
 DF9715.Superseded values are not recommended for survey control.
 DF9715
 DF9715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9715.See file dsdata.pdf to determine how the superseded data were derived.
 DF9715
 DF9715_MARKER: DD = SURVEY DISK
 DF9715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9715_STAMPING: 1U25 2002
 DF9715_MARK LOGO: WIDT
 DF9715_PROJECTION: FLUSH
 DF9715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9715+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2012
 DF9715
 DF9715  HISTORY     - Date     Condition        Report By
 DF9715  HISTORY     - 2001     MONUMENTED       WIDT
 DF9715  HISTORY     - 20061029 GOOD             USPSQD
 DF9715  HISTORY     - 20120703 GOOD             WIDT
 DF9715
 DF9715                          STATION DESCRIPTION
 DF9715
 DF9715'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9715'THE STATION IS LOCATED ABOUT 25 KM SOUTHWEST OF MADISON, 19 KM
 DF9715'SOUTH-SOUTHWEST OF MIDDLETON, AND 10 KM SOUTHEAST OF MOUNT HOREB.
 DF9715'OWNERSHIP--TOWN OF SPRINGDALE.    TO REACH THE STATION FROM THE
 DF9715'JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 92 ABOUT 2 KM SOUTHEAST
 DF9715'OF THE VILLAGE OF MOUNT HOREB, GO SOUTHEAST ON STATE HIGHWAY 92 FOR
 DF9715'9.8 KM TO COUNTY HIGHWAY G ON THE LEFT, TURN LEFT AND GO NORTH ON
 DF9715'COUNTY HIGHWAY G FOR 1.6 KM TO KELLY HILL ROAD ON THE RIGHT, TURN
 DF9715'RIGHT AND GO EAST ON KELLY HILL ROAD FOR 0.4 KM TO SOUTH KOLLATH ROAD
 DF9715'ON THE RIGHT, TURN RIGHT AND GO EAST AND THEN SOUTH ON SOUTH KOLLATH
 DF9715'ROAD FOR 0.3 KM TO THE STATION ON THE LEFT.THE STATION IS A BRONZE
 DF9715'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9715'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9715'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9715'IS 6.4 M EAST OF THE CENTERLINE OF SOUTH KOLLATH ROAD, 0.4 KM WEST OF
 DF9715'BRINGOLD ROAD, AND 24.1 M SOUTHEAST OF POWER POLE --WPL 6-7-35
 DF9715'12/43--.  ---NOTE---THE STATION IS WEST, SOUTHEAST AND NORTHEAST OF
 DF9715'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION IS NOT
 DF9715'SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE SOUTH EXTENDING TO
 DF9715'60 DEGREES ABOVE THE HORIZON.
 DF9715
 DF9715                          STATION RECOVERY (2006)
 DF9715
 DF9715'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9715'TWO WHITE POSTS
 DF9715
 DF9715                          STATION RECOVERY (2012)
 DF9715
 DF9715'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9715'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9714 ***********************************************************************
 DF9714  DESIGNATION -  1U26
 DF9714  PID         -  DF9714
 DF9714  STATE/COUNTY-  WI/DANE
 DF9714  COUNTRY     -  US
 DF9714  USGS QUAD   -  MOUNT VERNON (2018)
 DF9714
 DF9714                         *CURRENT SURVEY CONTROL
 DF9714  ______________________________________________________________________
 DF9714* NAD 83(1986) POSITION- 42 58 43.91   (N) 089 37 37.63   (W)   HD_HELD1
 DF9714* NAVD 88 ORTHO HEIGHT -   337.649 (meters)     1107.77  (feet) ADJUSTED
 DF9714  ______________________________________________________________________
 DF9714  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 DF9714  DYNAMIC HEIGHT  -        337.550 (meters)     1107.45  (feet) COMP
 DF9714  MODELED GRAVITY -    980,317.2   (mgal)                       NAVD 88
 DF9714
 DF9714  VERT ORDER      -  SECOND    CLASS I
 DF9714
 DF9714.The horizontal coordinates were determined by differentially corrected
 DF9714.hand held GPS observations or other comparable positioning techniques
 DF9714.and have an estimated accuracy of +/- 3 meters.
 DF9714
 DF9714.The orthometric height was determined by differential leveling and
 DF9714.adjusted by the WI DEPT OF TRANSP
 DF9714.in May 2012.
 DF9714
 DF9714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9714.GEOID18 height accuracy estimate available here.
 DF9714
 DF9714.Click photographs - Photos may exist for this station.
 DF9714
 DF9714.The dynamic height is computed by dividing the NAVD 88
 DF9714.geopotential number by the normal gravity value computed on the
 DF9714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9714.degrees latitude (g = 980.6199 gals.).
 DF9714
 DF9714.The modeled gravity was interpolated from observed gravity values.
 DF9714
 DF9714;                    North         East    Units  Estimated Accuracy
 DF9714;SPC WI S     -   108,810.6     630,414.1     MT  (+/- 3 meters HH1 GPS) 
 DF9714
 DF9714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8578961816(NAD 83)
 DF9714
 DF9714                          SUPERSEDED SURVEY CONTROL
 DF9714
 DF9714  NAVD 88 (04/20/07)  337.634  (m)         1107.72   (f) SUPERSEDED  2 1
 DF9714  NAVD 88 (02/25/04)  337.594  (m)         1107.59   (f) SUPERSEDED  2 1
 DF9714
 DF9714.Superseded values are not recommended for survey control.
 DF9714
 DF9714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9714.See file dsdata.pdf to determine how the superseded data were derived.
 DF9714
 DF9714_MARKER: DD = SURVEY DISK
 DF9714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9714_STAMPING: 1U26 2002
 DF9714_MARK LOGO: WIDT
 DF9714_PROJECTION: FLUSH
 DF9714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9714+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2012
 DF9714
 DF9714  HISTORY     - Date     Condition        Report By
 DF9714  HISTORY     - 2001     MONUMENTED       WIDT
 DF9714  HISTORY     - 20061029 GOOD             USPSQD
 DF9714  HISTORY     - 20120703 GOOD             WIDT
 DF9714
 DF9714                          STATION DESCRIPTION
 DF9714
 DF9714'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9714'THE STATION IS LOCATED ABOUT 23 KM SOUTHWEST OF MADISON AND 10 KM
 DF9714'SOUTHEAST OF MOUNT HOREB.  OWNERSHIP--DANE COUNTY.  TO REACH THE
 DF9714'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 78
 DF9714'ABOUT 2 KM SOUTHWEST OF THE VILLAGE OF MOUNT HOREB, GO EAST ON US
 DF9714'HIGHWAY 18 FOR 11.2 KM TO AN ACCESS ROAD FOR COUNTY HIGHWAY J ON THE
 DF9714'LEFT, TURN LEFT AND GO NORTH AND THEN EAST ON THE ACCESS ROAD FOR 0.5
 DF9714'KM TO COUNTY HIGHWAY J, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY J
 DF9714'FOR 1.1 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9714'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9714'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9714'A DEPTH OF 1.8 M, SET ON BEDROCK, AND ABOUT 0.5 M BELOW THE HIGHWAY
 DF9714'PAVEMENT. THE STATION IS 8.7 M EAST OF THE CENTERLINE OF COUNTY
 DF9714'HIGHWAY J, 1.5 KM NORTH OF COUNTY HIGHWAY G, 81 M SOUTH OF THE
 DF9714'CENTERLINE OF PRIVATE ENTRANCE--2292--, AND 1.3 M WEST OF A WOVEN
 DF9714'WIRE FENCE.  ---NOTE---THE STATION IS SOUTH, NORTH AND EAST OF THREE
 DF9714'WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9714'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9714
 DF9714                          STATION RECOVERY (2006)
 DF9714
 DF9714'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9714'RECOVERED IN GOOD CONDITION.
 DF9714
 DF9714                          STATION RECOVERY (2012)
 DF9714
 DF9714'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9714'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9713 ***********************************************************************
 DF9713  DESIGNATION -  1U27
 DF9713  PID         -  DF9713
 DF9713  STATE/COUNTY-  WI/DANE
 DF9713  COUNTRY     -  US
 DF9713  USGS QUAD   -  MOUNT VERNON (2018)
 DF9713
 DF9713                         *CURRENT SURVEY CONTROL
 DF9713  ______________________________________________________________________
 DF9713* NAD 83(1986) POSITION- 42 59 15.0    (N) 089 38 38.3    (W)   HD_HELD2
 DF9713* NAVD 88 ORTHO HEIGHT -   350.402 (meters)     1149.61  (feet) ADJUSTED
 DF9713  ______________________________________________________________________
 DF9713  GEOID HEIGHT    -        -34.103 (meters)                     GEOID18
 DF9713  DYNAMIC HEIGHT  -        350.300 (meters)     1149.28  (feet) COMP
 DF9713  MODELED GRAVITY -    980,317.6   (mgal)                       NAVD 88
 DF9713
 DF9713  VERT ORDER      -  SECOND    CLASS I
 DF9713
 DF9713.The horizontal coordinates were established by autonomous hand held GPS
 DF9713.observations and have an estimated accuracy of +/- 10 meters.
 DF9713
 DF9713.The orthometric height was determined by differential leveling and
 DF9713.adjusted by the WI DEPT OF TRANSP
 DF9713.in May 2012.
 DF9713
 DF9713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9713.GEOID18 height accuracy estimate available here.
 DF9713
 DF9713.Click photographs - Photos may exist for this station.
 DF9713
 DF9713.The dynamic height is computed by dividing the NAVD 88
 DF9713.geopotential number by the normal gravity value computed on the
 DF9713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9713.degrees latitude (g = 980.6199 gals.).
 DF9713
 DF9713.The modeled gravity was interpolated from observed gravity values.
 DF9713
 DF9713;                    North         East    Units  Estimated Accuracy
 DF9713;SPC WI S     -   109,764.      629,035.      MT  (+/- 10 meters HH2 GPS)
 DF9713
 DF9713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8444562819(NAD 83)
 DF9713
 DF9713                          SUPERSEDED SURVEY CONTROL
 DF9713
 DF9713  NAVD 88 (04/20/07)  350.387  (m)         1149.56   (f) SUPERSEDED  2 1
 DF9713  NAVD 88 (02/25/04)  350.347  (m)         1149.43   (f) SUPERSEDED  2 1
 DF9713
 DF9713.Superseded values are not recommended for survey control.
 DF9713
 DF9713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9713.See file dsdata.pdf to determine how the superseded data were derived.
 DF9713
 DF9713_MARKER: DD = SURVEY DISK
 DF9713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9713_STAMPING: 1U27 2002
 DF9713_MARK LOGO: WIDT
 DF9713_PROJECTION: FLUSH
 DF9713_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9713+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2012
 DF9713
 DF9713  HISTORY     - Date     Condition        Report By
 DF9713  HISTORY     - 2001     MONUMENTED       WIDT
 DF9713  HISTORY     - 20070424 GOOD             WIDT
 DF9713  HISTORY     - 20120703 GOOD             WIDT
 DF9713
 DF9713                          STATION DESCRIPTION
 DF9713
 DF9713'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9713'THE STATION IS LOCATED ABOUT 24 KM SOUTHWEST OF MADISON, 17 KM
 DF9713'SOUTHWEST OF MIDDLETON, AND 8 KM SOUTHEAST OF MOUNT HOREB.
 DF9713'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9713'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 78
 DF9713'ABOUT 2 KM SOUTHWEST OF THE VILLAGE OF MOUNT HOREB, GO EAST ON US
 DF9713'HIGHWAY 18 FOR 10.0 KM TO BEAT ROAD ON THE RIGHT, CONTINUE EAST ON US
 DF9713'HIGHWAY 18 FOR 0.2 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9713'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9713'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9713'A DEPTH OF 1.5 M, SET ON BEDROCK, AND ABOUT 3 M ABOVE THE HIGHWAY
 DF9713'PAVEMENT.  THE STATION IS 23.9 M SOUTH OF THE CENTERLINE OF US
 DF9713'HIGHWAY 18 NORTHBOUND LANES, 0.3 KM WEST OF THE CENTERLINE OF ERB
 DF9713'ROAD, AND 1.5 M NORTH OF A WOVEN WIRE FENCE. ---NOTE---THE STATION IS
 DF9713'NORTHEAST, NORTHWEST AND SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9713'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9713'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9713
 DF9713                          STATION RECOVERY (2007)
 DF9713
 DF9713'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9713'RECOVERED IN GOOD CONDITION.
 DF9713
 DF9713                          STATION RECOVERY (2012)
 DF9713
 DF9713'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9713'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9712 ***********************************************************************
 DF9712  DESIGNATION -  1U28
 DF9712  PID         -  DF9712
 DF9712  STATE/COUNTY-  WI/DANE
 DF9712  COUNTRY     -  US
 DF9712  USGS QUAD   -  MOUNT VERNON (2018)
 DF9712
 DF9712                         *CURRENT SURVEY CONTROL
 DF9712  ______________________________________________________________________
 DF9712* NAD 83(1986) POSITION- 42 59 56.49   (N) 089 40 09.29   (W)   HD_HELD1
 DF9712* NAVD 88 ORTHO HEIGHT -   359.673 (meters)     1180.03  (feet) ADJUSTED
 DF9712  ______________________________________________________________________
 DF9712  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 DF9712  DYNAMIC HEIGHT  -        359.569 (meters)     1179.69  (feet) COMP
 DF9712  MODELED GRAVITY -    980,321.9   (mgal)                       NAVD 88
 DF9712
 DF9712  VERT ORDER      -  SECOND    CLASS I
 DF9712
 DF9712.The horizontal coordinates were determined by differentially corrected
 DF9712.hand held GPS observations or other comparable positioning techniques
 DF9712.and have an estimated accuracy of +/- 3 meters.
 DF9712
 DF9712.The orthometric height was determined by differential leveling and
 DF9712.adjusted by the WI DEPT OF TRANSP
 DF9712.in May 2012.
 DF9712
 DF9712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9712.GEOID18 height accuracy estimate available here.
 DF9712
 DF9712.Click photographs - Photos may exist for this station.
 DF9712
 DF9712.The dynamic height is computed by dividing the NAVD 88
 DF9712.geopotential number by the normal gravity value computed on the
 DF9712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9712.degrees latitude (g = 980.6199 gals.).
 DF9712
 DF9712.The modeled gravity was interpolated from observed gravity values.
 DF9712
 DF9712;                    North         East    Units  Estimated Accuracy
 DF9712;SPC WI S     -   111,035.7     626,969.1     MT  (+/- 3 meters HH1 GPS) 
 DF9712
 DF9712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8242464164(NAD 83)
 DF9712
 DF9712                          SUPERSEDED SURVEY CONTROL
 DF9712
 DF9712  NAVD 88 (04/20/07)  359.658  (m)         1179.98   (f) SUPERSEDED  2 1
 DF9712  NAVD 88 (02/25/04)  359.618  (m)         1179.85   (f) SUPERSEDED  2 1
 DF9712
 DF9712.Superseded values are not recommended for survey control.
 DF9712
 DF9712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9712.See file dsdata.pdf to determine how the superseded data were derived.
 DF9712
 DF9712_MARKER: DD = SURVEY DISK
 DF9712_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF9712_SP_SET: BRIDGE PARAPET WALL
 DF9712_STAMPING: 1U28 2002
 DF9712_MARK LOGO: WIDT
 DF9712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9712+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2012
 DF9712
 DF9712  HISTORY     - Date     Condition        Report By
 DF9712  HISTORY     - 2001     MONUMENTED       WIDT
 DF9712  HISTORY     - 2004     GOOD             WIDT
 DF9712  HISTORY     - 20070424 GOOD             WIDT
 DF9712  HISTORY     - 20120703 GOOD             WIDT
 DF9712
 DF9712                          STATION DESCRIPTION
 DF9712
 DF9712'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9712'THE STATION IS LOCATED ABOUT 25 KM SOUTHWEST OF MADISON, 16 KM
 DF9712'SOUTH-SOUTHEAST OF BLACK EARTH, AND 5 KM EAST-SOUTHEAST OF MOUNT
 DF9712'HOREB.    OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE
 DF9712'JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 92 ABOUT 2 KM SOUTHEAST
 DF9712'OF THE VILLAGE OF MOUNT HOREB, GO EAST ON US HIGHWAY 18 FOR 4.3 KM TO
 DF9712'COUNTY HIGHWAY PD, TURN LEFT AND GO EAST ON COUNTY HIGHWAY PD FOR 0.1
 DF9712'KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DF9712'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9712'IN THE WEST PARAPET WALL OF BRIDGE --B-13-379-91-- OVER US HIGHWAY
 DF9712'18.  THE STATION IS 5.8 KM NORTHWEST OF THE CENTERLINE OF COUNTY
 DF9712'HIGHWAY PD, 25.0 M SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES
 DF9712'OF STATE HIGHWAY 18, AND 8.0 M EAST-NORTHEAST OF SOUTHEAST WOOD POST
 DF9712'FOR A --VERONA-- SIGN.    ---NOTE---THE STATION IS 1.8 M WEST OF A
 DF9712'WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9712'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9712
 DF9712                          STATION RECOVERY (2004)
 DF9712
 DF9712'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9712'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH) THE STATION IS LOCATED ABOUT
 DF9712'25 KM (15.53 MI) SOUTHWEST OF MADISON, 16 KM (9.94 MI) SOUTH-SOUTHEAST
 DF9712'OF BLACK EARTH, AND 5 KM (3.11 MI) EAST-SOUTHEAST OF MOUNT HOREB.
 DF9712'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DF9712'HIGHWAY 18 WITH STATE HIGHWAY 92 ABOUT 2 KM (1.24 MI) SOUTHEAST OF THE
 DF9712'VILLAGE OF MOUNT HOREB, GO EAST ON US HIGHWAY 18 FOR 4.3 KM (2.67 MI)
 DF9712'TO COUNTY HIGHWAY PD, TURN LEFT AND GO EAST ON COUNTY HIGHWAY PD FOR
 DF9712'0.1 KM (0.06 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF9712'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DF9712'DISK SET IN THE WEST PARAPET WALL OF BRIDGE --B-13-379-91-- OVER US
 DF9712'HIGHWAY 18.  THE STATION IS 5.8 KM (3.6 MI) NORTHWEST OF THE
 DF9712'CENTERLINE OF COUNTY HIGHWAY PD, 25.0 M (82.0 FT) SOUTHWEST OF THE
 DF9712'CENTERLINE OF THE EASTBOUND LANES OF STATE HIGHWAY 18, AND 8.0 M (26.2
 DF9712'FT) EAST-NORTHEAST OF SOUTHEAST WOOD POST FOR A --VERONA-- SIGN.
 DF9712'---NOTE---THE STATION IS 1.8 M (5.9 FT) WEST OF A WHITE PLASTIC
 DF9712'WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9712'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9712'
 DF9712'RECOVERED AS DESCRIBED.
 DF9712
 DF9712                          STATION RECOVERY (2007)
 DF9712
 DF9712'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9712'RECOVERED IN GOOD CONDITION.
 DF9712
 DF9712                          STATION RECOVERY (2012)
 DF9712
 DF9712'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9712'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9823 ***********************************************************************
 DF9823  DESIGNATION -  1V01
 DF9823  PID         -  DF9823
 DF9823  STATE/COUNTY-  WI/ROCK
 DF9823  COUNTRY     -  US
 DF9823  USGS QUAD   -  SHOPIERE (2018)
 DF9823
 DF9823                         *CURRENT SURVEY CONTROL
 DF9823  ______________________________________________________________________
 DF9823* NAD 83(1986) POSITION- 42 36 31.48   (N) 088 59 31.23   (W)   HD_HELD1
 DF9823* NAVD 88 ORTHO HEIGHT -   254.722 (meters)      835.70  (feet) ADJUSTED
 DF9823  ______________________________________________________________________
 DF9823  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 DF9823  DYNAMIC HEIGHT  -        254.647 (meters)      835.45  (feet) COMP
 DF9823  MODELED GRAVITY -    980,320.1   (mgal)                       NAVD 88
 DF9823
 DF9823  VERT ORDER      -  SECOND    CLASS I
 DF9823
 DF9823.The horizontal coordinates were determined by differentially corrected
 DF9823.hand held GPS observations or other comparable positioning techniques
 DF9823.and have an estimated accuracy of +/- 3 meters.
 DF9823
 DF9823.The orthometric height was determined by differential leveling and
 DF9823.adjusted by the WI DEPT OF TRANSP
 DF9823.in May 2012.
 DF9823
 DF9823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9823.GEOID18 height accuracy estimate available here.
 DF9823
 DF9823.Click photographs - Photos may exist for this station.
 DF9823
 DF9823.The dynamic height is computed by dividing the NAVD 88
 DF9823.geopotential number by the normal gravity value computed on the
 DF9823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9823.degrees latitude (g = 980.6199 gals.).
 DF9823
 DF9823.The modeled gravity was interpolated from observed gravity values.
 DF9823
 DF9823;                    North         East    Units  Estimated Accuracy
 DF9823;SPC WI S     -    68,126.8     682,712.5     MT  (+/- 3 meters HH1 GPS) 
 DF9823
 DF9823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3660519291(NAD 83)
 DF9823
 DF9823                          SUPERSEDED SURVEY CONTROL
 DF9823
 DF9823  NAVD 88 (04/20/07)  254.702  (m)          835.63   (f) SUPERSEDED  2 1
 DF9823  NAVD 88 (02/25/04)  254.713  (m)          835.67   (f) SUPERSEDED  2 1
 DF9823
 DF9823.Superseded values are not recommended for survey control.
 DF9823
 DF9823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9823.See file dsdata.pdf to determine how the superseded data were derived.
 DF9823
 DF9823_MARKER: DD = SURVEY DISK
 DF9823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9823_STAMPING: 1V01 2002
 DF9823_MARK LOGO: WIDT
 DF9823_PROJECTION: FLUSH
 DF9823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9823+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2011
 DF9823
 DF9823  HISTORY     - Date     Condition        Report By
 DF9823  HISTORY     - 2001     MONUMENTED       WIDT
 DF9823  HISTORY     - 20070828 GOOD             WIDT
 DF9823  HISTORY     - 20110920 GOOD             WIDT
 DF9823
 DF9823                          STATION DESCRIPTION
 DF9823
 DF9823'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9823'THE STATION IS LOCATED ABOUT 12 KM NORTHWEST OF CLINTON, 11 KM
 DF9823'NORTH-NORTHWEST OF BELOIT, AND 8 KM SOUTH-SOUTHEAST OF JANESVILLE.
 DF9823'OWNERSHIP--TOWN OF LA PRAIRIE. TO REACH THE STATION FROM THE JUNCTION
 DF9823'OF INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH STATE HIGHWAY
 DF9823'351 AND AVALON ROAD (EXIT 177) ABOUT 6 KM SOUTHEAST OF THE CITY OF
 DF9823'JANESVILLE, GO WEST ON STATE HIGHWAY 351 FOR 0.5 KM TO AVALON ROAD ON
 DF9823'THE RIGHT, TURN RIGHT AND GO NORTHWEST ON AVALON ROAD FOR 0.3 KM TO
 DF9823'READ ROAD, TURN LEFT AND GO SOUTH ON READ ROAD FOR 2.5 KM TO WOODMAN
 DF9823'ROAD ON THE LEFT, CONTINUE SOUTH ON READ ROAD FOR 0.5 KM TO THE
 DF9823'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9823'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9823'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9823'LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 9.4 M EAST OF THE
 DF9823'CENTERLINE OF READ ROAD, 1.1 KM NORTH OF THE CENTERLINE OF SUNNY
 DF9823'LANE, 46.9 M NORTHEAST OF POWER POLE --4E30E8--, 14 M SOUTH OF THE
 DF9823'EXTENDED CENTERLINE OF A FIELD ENTRANCE, AND 1.1 M WEST OF A WOVEN
 DF9823'WIRE FENCE. ---NOTE---THE STATION IS WEST, NORTH AND SOUTH OF THREE
 DF9823'WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9823'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9823
 DF9823                          STATION RECOVERY (2007)
 DF9823
 DF9823'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9823'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 32.5 M SOUTHEAST OF
 DF9823'POWER POLE --4E30E7-- WITH THREE TRANSFORMERS.
 DF9823
 DF9823                          STATION RECOVERY (2011)
 DF9823
 DF9823'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (GRS)
 DF9823'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9822 ***********************************************************************
 DF9822  DESIGNATION -  1V02
 DF9822  PID         -  DF9822
 DF9822  STATE/COUNTY-  WI/ROCK
 DF9822  COUNTRY     -  US
 DF9822  USGS QUAD   -  SHOPIERE (2018)
 DF9822
 DF9822                         *CURRENT SURVEY CONTROL
 DF9822  ______________________________________________________________________
 DF9822* NAD 83(1986) POSITION- 42 35 54.9    (N) 088 59 52.4    (W)   HD_HELD2
 DF9822* NAVD 88 ORTHO HEIGHT -   249.112 (meters)      817.30  (feet) ADJUSTED
 DF9822  ______________________________________________________________________
 DF9822  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 DF9822  DYNAMIC HEIGHT  -        249.038 (meters)      817.05  (feet) COMP
 DF9822  MODELED GRAVITY -    980,319.1   (mgal)                       NAVD 88
 DF9822
 DF9822  VERT ORDER      -  SECOND    CLASS I
 DF9822
 DF9822.The horizontal coordinates were established by autonomous hand held GPS
 DF9822.observations and have an estimated accuracy of +/- 10 meters.
 DF9822
 DF9822.The orthometric height was determined by differential leveling and
 DF9822.adjusted by the WI DEPT OF TRANSP
 DF9822.in May 2012.
 DF9822
 DF9822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9822.GEOID18 height accuracy estimate available here.
 DF9822
 DF9822.Click photographs - Photos may exist for this station.
 DF9822
 DF9822.The dynamic height is computed by dividing the NAVD 88
 DF9822.geopotential number by the normal gravity value computed on the
 DF9822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9822.degrees latitude (g = 980.6199 gals.).
 DF9822
 DF9822.The modeled gravity was interpolated from observed gravity values.
 DF9822
 DF9822;                    North         East    Units  Estimated Accuracy
 DF9822;SPC WI S     -    66,992.      682,244.      MT  (+/- 10 meters HH2 GPS)
 DF9822
 DF9822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3609618174(NAD 83)
 DF9822
 DF9822                          SUPERSEDED SURVEY CONTROL
 DF9822
 DF9822  NAVD 88 (04/20/07)  249.092  (m)          817.23   (f) SUPERSEDED  2 1
 DF9822  NAVD 88 (02/25/04)  249.100  (m)          817.26   (f) SUPERSEDED  2 1
 DF9822
 DF9822.Superseded values are not recommended for survey control.
 DF9822
 DF9822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9822.See file dsdata.pdf to determine how the superseded data were derived.
 DF9822
 DF9822_MARKER: DD = SURVEY DISK
 DF9822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9822_STAMPING: 1V02 2002
 DF9822_MARK LOGO: WIDT
 DF9822_PROJECTION: FLUSH
 DF9822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9822+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2011
 DF9822
 DF9822  HISTORY     - Date     Condition        Report By
 DF9822  HISTORY     - 2001     MONUMENTED       WIDT
 DF9822  HISTORY     - 20070828 GOOD             WIDT
 DF9822  HISTORY     - 20110920 GOOD             WIDT
 DF9822
 DF9822                          STATION DESCRIPTION
 DF9822
 DF9822'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9822'THE STATION IS LOCATED ABOUT 12 KM NORTHWEST OF CLINTON, 10 KM NORTH
 DF9822'NORTHEAST OF BELOIT, AND 10 KM SOUTH OF JANESVILLE. OWNERSHIP--TOWN
 DF9822'OF LA PRAIRIE. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DF9822'HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH STATE HIGHWAY 351 AND
 DF9822'AVALON ROAD (EXIT 177) ABOUT 6 KM SOUTHEAST OF THE CITY OF
 DF9822'JANESVILLE, GO WEST ON STATE HIGHWAY 351 FOR 0.5 KM TO AVALON ROAD ON
 DF9822'THE RIGHT, TURN RIGHT AND GO NORTHWEST ON AVALON ROAD FOR 0.3 KM TO
 DF9822'READ ROAD, TURN LEFT AND GO SOUTH ON READ ROAD FOR 4.1 KM TO SUNNY
 DF9822'LANE ON THE RIGHT, TURN RIGHT AND GO WEST ON SUNNY LANE FOR 0.5 KM TO
 DF9822'THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9822'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9822'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT
 DF9822'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.8 M SOUTH OF THE
 DF9822'CENTERLINE OF SUNNY LANE, 1.0 KM EAST OF COUNTY HIGHWAY G, 20.9 M
 DF9822'SOUTHEAST OF POWER POLE --4E30R16--, 19.3 M WEST OF THE TOP CENTER OF
 DF9822'THE SOUTH END OF A 60-CM DIAMETER CORRUGATED METAL CULVERT PIPE, AND
 DF9822'3 M NORTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST, WEST
 DF9822'AND NORTH OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9822'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9822'ABOVE THE HORIZON.
 DF9822
 DF9822                          STATION RECOVERY (2007)
 DF9822
 DF9822'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9822'RECOVERED IN GOOD CONDITION.
 DF9822
 DF9822                          STATION RECOVERY (2011)
 DF9822
 DF9822'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (GRS)
 DF9822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9821 ***********************************************************************
 DF9821  DESIGNATION -  1V03
 DF9821  PID         -  DF9821
 DF9821  STATE/COUNTY-  WI/ROCK
 DF9821  COUNTRY     -  US
 DF9821  USGS QUAD   -  BELOIT (2018)
 DF9821
 DF9821                         *CURRENT SURVEY CONTROL
 DF9821  ______________________________________________________________________
 DF9821* NAD 83(1986) POSITION- 42 36 05.3    (N) 089 01 32.6    (W)   HD_HELD2
 DF9821* NAVD 88 ORTHO HEIGHT -   232.849 (meters)      763.94  (feet) ADJUSTED
 DF9821  ______________________________________________________________________
 DF9821  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 DF9821  DYNAMIC HEIGHT  -        232.780 (meters)      763.71  (feet) COMP
 DF9821  MODELED GRAVITY -    980,319.6   (mgal)                       NAVD 88
 DF9821
 DF9821  VERT ORDER      -  SECOND    CLASS I
 DF9821
 DF9821.The horizontal coordinates were established by autonomous hand held GPS
 DF9821.observations and have an estimated accuracy of +/- 10 meters.
 DF9821
 DF9821.The orthometric height was determined by differential leveling and
 DF9821.adjusted by the WI DEPT OF TRANSP
 DF9821.in May 2012.
 DF9821
 DF9821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9821.GEOID18 height accuracy estimate available here.
 DF9821
 DF9821.Click photographs - Photos may exist for this station.
 DF9821
 DF9821.The dynamic height is computed by dividing the NAVD 88
 DF9821.geopotential number by the normal gravity value computed on the
 DF9821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9821.degrees latitude (g = 980.6199 gals.).
 DF9821
 DF9821.The modeled gravity was interpolated from observed gravity values.
 DF9821
 DF9821;                    North         East    Units  Estimated Accuracy
 DF9821;SPC WI S     -    67,286.      679,956.      MT  (+/- 10 meters HH2 GPS)
 DF9821
 DF9821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3382018549(NAD 83)
 DF9821
 DF9821                          SUPERSEDED SURVEY CONTROL
 DF9821
 DF9821  NAVD 88 (04/20/07)  232.830  (m)          763.88   (f) SUPERSEDED  2 1
 DF9821  NAVD 88 (02/25/04)  232.836  (m)          763.90   (f) SUPERSEDED  2 1
 DF9821
 DF9821.Superseded values are not recommended for survey control.
 DF9821
 DF9821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9821.See file dsdata.pdf to determine how the superseded data were derived.
 DF9821
 DF9821_MARKER: DD = SURVEY DISK
 DF9821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9821_STAMPING: 1V03 2002
 DF9821_MARK LOGO: WIDT
 DF9821_PROJECTION: FLUSH
 DF9821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9821+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2011
 DF9821
 DF9821  HISTORY     - Date     Condition        Report By
 DF9821  HISTORY     - 2001     MONUMENTED       WIDT
 DF9821  HISTORY     - 20070828 GOOD             WIDT
 DF9821  HISTORY     - 20110920 GOOD             WIDT
 DF9821
 DF9821                          STATION DESCRIPTION
 DF9821
 DF9821'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9821'THE STATION IS LOCATED ABOUT 14 KM NORTHWEST OF CLINTON, 10 KM NORTH
 DF9821'OF BELOIT, AND 9 KM SOUTH OF JANESVILLE. OWNERSHIP--WISCONSIN
 DF9821'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9821'OF US HIGHWAY 51 WITH STATE HIGHWAY 351 (AVALON ROAD) ABOUT 5 KM
 DF9821'SOUTH OF THE CITY OF JANESVILLE, GO SOUTH ON US HIGHWAY 51 FOR 3.9 KM
 DF9821'TO HAPPY HOLLOW ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A
 DF9821'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9821'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST TO A
 DF9821'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9821'STATION IS 18.9 M WEST-SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 51,
 DF9821'20.5 M SOUTHEAST OF A METAL --R/W-- POST, 15.8 M NORTH-NORTHWEST OF
 DF9821'THE CENTERLINE OF HAPPY HOLLOW ROAD, AND 12.3 M EAST-NORTHEAST OF A
 DF9821'STEEL --R/W-- POST. ---NOTE---THE STATION IS 1.0 M EAST OF A WHITE
 DF9821'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF9821'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON
 DF9821'EXCEPT A TREE TO THE NORTHWEST EXTENDING TO 25 DEGREES.
 DF9821
 DF9821                          STATION RECOVERY (2007)
 DF9821
 DF9821'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9821'RECOVERED IN GOOD CONDITION.  ---NOTE--- VISIBLE OBSTRUCTIONS AT THIS
 DF9821'STATION ARE TREES TO THE NORTHWEST EXTENDING TO 30 DEGREES ABOVE THE
 DF9821'HORIZON.
 DF9821
 DF9821                          STATION RECOVERY (2011)
 DF9821
 DF9821'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (GRS)
 DF9821'RECOVERED AS DESCRIBED EXCEPT THE STATION IS 0.3 M BELOW THE HIGHWAY
 DF9821'AND 26.1 M NORTHEAST OF THE NORTHWEST END OF A 90-CM DIAMETER CONCRETE
 DF9821'CULVERT PIPE.  THE R/W WITNESS POST WAS NOT PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9820 ***********************************************************************
 DF9820  DESIGNATION -  1V04
 DF9820  PID         -  DF9820
 DF9820  STATE/COUNTY-  WI/ROCK
 DF9820  COUNTRY     -  US
 DF9820  USGS QUAD   -  BELOIT (2018)
 DF9820
 DF9820                         *CURRENT SURVEY CONTROL
 DF9820  ______________________________________________________________________
 DF9820* NAD 83(2011) POSITION- 42 37 17.42082(N) 089 01 50.73234(W)   ADJUSTED
 DF9820* NAD 83(2011) ELLIP HT-   211.829 (meters)        (06/27/12)   ADJUSTED
 DF9820* NAD 83(2011) EPOCH   -  2010.00
 DF9820* NAVD 88 ORTHO HEIGHT -   245.682 (meters)      806.04  (feet) ADJUSTED
 DF9820  ______________________________________________________________________
 DF9820  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 DF9820  NAD 83(2011) X  -     79,515.064 (meters)                     COMP
 DF9820  NAD 83(2011) Y  - -4,700,010.521 (meters)                     COMP
 DF9820  NAD 83(2011) Z  -  4,296,799.800 (meters)                     COMP
 DF9820  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 DF9820  DYNAMIC HEIGHT  -        245.610 (meters)      805.81  (feet) COMP
 DF9820  MODELED GRAVITY -    980,321.7   (mgal)                       NAVD 88
 DF9820
 DF9820  VERT ORDER      -  SECOND    CLASS I
 DF9820
 DF9820  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9820  Standards:
 DF9820         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9820            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9820  -------------------------------------------------------------------
 DF9820  NETWORK    0.30   0.39           0.14   0.10   0.20      0.10329426
 DF9820  -------------------------------------------------------------------
 DF9820  Click here for local accuracies and other accuracy information.
 DF9820
 DF9820.The horizontal coordinates were established by GPS observations
 DF9820.and adjusted by the National Geodetic Survey in June 2012.
 DF9820
 DF9820.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9820.been affixed to the stable North American tectonic plate. See 
 DF9820.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9820
 DF9820.The horizontal coordinates are valid at the epoch date displayed above
 DF9820.which is a decimal equivalence of Year/Month/Day.
 DF9820
 DF9820.The orthometric height was determined by differential leveling and
 DF9820.adjusted by the WI DEPT OF TRANSP
 DF9820.in May 2012.
 DF9820
 DF9820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9820.GEOID18 height accuracy estimate available here.
 DF9820
 DF9820.Click photographs - Photos may exist for this station.
 DF9820
 DF9820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9820
 DF9820.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9820
 DF9820.The ellipsoidal height was determined by GPS observations
 DF9820.and is referenced to NAD 83.
 DF9820
 DF9820.The dynamic height is computed by dividing the NAVD 88
 DF9820.geopotential number by the normal gravity value computed on the
 DF9820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9820.degrees latitude (g = 980.6199 gals.).
 DF9820
 DF9820.The modeled gravity was interpolated from observed gravity values.
 DF9820
 DF9820. The following values were computed from the NAD 83(2011) position.
 DF9820
 DF9820;                    North         East     Units Scale Factor Converg.
 DF9820;SPC WI S     -    69,506.630   679,516.371   MT  1.00002442   +0 39 57.5
 DF9820;SPC WI S     -   228,039.67  2,229,379.96   sFT  1.00002442   +0 39 57.5
 DF9820;UTM  16      - 4,720,784.010   333,460.877   MT  0.99994124   -1 22 31.6
 DF9820
 DF9820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9820!SPC WI S     -   0.99996678  x   1.00002442  =   0.99999120
 DF9820!UTM  16      -   0.99996678  x   0.99994124  =   0.99990802
 DF9820
 DF9820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3346020784(NAD 83)
 DF9820
 DF9820                          SUPERSEDED SURVEY CONTROL
 DF9820
 DF9820  NAD 83(2007)-  42 37 17.42084(N)    089 01 50.73324(W) AD(2002.00) 0
 DF9820  ELLIP H (02/10/07)  211.859  (m)                       GP(2002.00)    
 DF9820  NAD 83(1997)-  42 37 17.42078(N)    089 01 50.73357(W) AD(       ) 1
 DF9820  ELLIP H (04/02/04)  211.881  (m)                       GP(       ) 4 1
 DF9820  NAVD 88             245.66   (m)          806.0    (f) LEVELING    3  
 DF9820  NAVD 88 (04/20/07)  245.663  (m)          805.98   (f) SUPERSEDED  2 1
 DF9820  NAVD 88             245.67   (m)          806.0    (f) LEVELING    3  
 DF9820  NAVD 88 (02/25/04)  245.666  (m)          805.99   (f) SUPERSEDED  2 1
 DF9820
 DF9820.Superseded values are not recommended for survey control.
 DF9820
 DF9820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9820.See file dsdata.pdf to determine how the superseded data were derived.
 DF9820
 DF9820_MARKER: DD = SURVEY DISK
 DF9820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9820_STAMPING: 1V04 2002
 DF9820_MARK LOGO: WIDT
 DF9820_PROJECTION: FLUSH
 DF9820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9820+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2011
 DF9820
 DF9820  HISTORY     - Date     Condition        Report By
 DF9820  HISTORY     - 2001     MONUMENTED       WIDT
 DF9820  HISTORY     - 20070820 GOOD             WIDT
 DF9820  HISTORY     - 20110718 GOOD             WOOLPT
 DF9820
 DF9820                          STATION DESCRIPTION
 DF9820
 DF9820'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9820'THE STATION IS LOCATED ABOUT 15 KM NORTHWEST OF CLINTON, 12 KM NORTH
 DF9820'OF BELOIT, AND 4 KM SOUTH OF JANESVILLE.  OWNERSHIP--WISCONSIN
 DF9820'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9820'OF US HIGHWAY 51 WITH STATE HIGHWAY 351 AT THE INTERSECTION OF CENTER
 DF9820'AVENUE AND AVALON ROAD ABOUT 2 KM SOUTH OF THE CITY OF JANESVILLE, GO
 DF9820'SOUTH ON US HIGHWAY 51 (CENTER AVENUE) FOR 1.5 KM TO THE STATION ON
 DF9820'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9820'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN TOP OF A
 DF9820'41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DF9820'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.1 M EAST OF THE
 DF9820'CENTERLINE OF US HIGHWAY 51, 73 M NORTH OF THE CENTERLINE OF
 DF9820'ENTERPRISE DRIVE, AND 2 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9820'STATION IS NORTH, SOUTH AND EAST OF THREE WHITE PLASTIC WITNESS
 DF9820'POSTS.   ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9820'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9820
 DF9820                          STATION RECOVERY (2007)
 DF9820
 DF9820'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9820'RECOVERED IN GOOD CONDITION.
 DF9820
 DF9820                          STATION RECOVERY (2011)
 DF9820
 DF9820'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JKN)
 DF9820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9819 ***********************************************************************
 DF9819  DESIGNATION -  1V05
 DF9819  PID         -  DF9819
 DF9819  STATE/COUNTY-  WI/ROCK
 DF9819  COUNTRY     -  US
 DF9819  USGS QUAD   -  JANESVILLE WEST (2018)
 DF9819
 DF9819                         *CURRENT SURVEY CONTROL
 DF9819  ______________________________________________________________________
 DF9819* NAD 83(1986) POSITION- 42 38 47.55   (N) 089 01 53.28   (W)   HD_HELD1
 DF9819* NAVD 88 ORTHO HEIGHT -   253.812 (meters)      832.71  (feet) ADJUSTED
 DF9819  ______________________________________________________________________
 DF9819  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 DF9819  DYNAMIC HEIGHT  -        253.738 (meters)      832.47  (feet) COMP
 DF9819  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 DF9819
 DF9819  VERT ORDER      -  SECOND    CLASS I
 DF9819
 DF9819.The horizontal coordinates were determined by differentially corrected
 DF9819.hand held GPS observations or other comparable positioning techniques
 DF9819.and have an estimated accuracy of +/- 3 meters.
 DF9819
 DF9819.The orthometric height was determined by differential leveling and
 DF9819.adjusted by the WI DEPT OF TRANSP
 DF9819.in May 2012.
 DF9819
 DF9819.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9819.GEOID18 height accuracy estimate available here.
 DF9819
 DF9819.Click photographs - Photos may exist for this station.
 DF9819
 DF9819.The dynamic height is computed by dividing the NAVD 88
 DF9819.geopotential number by the normal gravity value computed on the
 DF9819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9819.degrees latitude (g = 980.6199 gals.).
 DF9819
 DF9819.The modeled gravity was interpolated from observed gravity values.
 DF9819
 DF9819;                    North         East    Units  Estimated Accuracy
 DF9819;SPC WI S     -    72,287.0     679,426.0     MT  (+/- 3 meters HH1 GPS) 
 DF9819
 DF9819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3346923565(NAD 83)
 DF9819
 DF9819                          SUPERSEDED SURVEY CONTROL
 DF9819
 DF9819  NAVD 88 (04/20/07)  253.792  (m)          832.65   (f) SUPERSEDED  2 1
 DF9819  NAVD 88 (02/25/04)  253.793  (m)          832.65   (f) SUPERSEDED  2 1
 DF9819
 DF9819.Superseded values are not recommended for survey control.
 DF9819
 DF9819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9819.See file dsdata.pdf to determine how the superseded data were derived.
 DF9819
 DF9819_MARKER: DD = SURVEY DISK
 DF9819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9819_STAMPING: 1V05 2002
 DF9819_MARK LOGO: WIDT
 DF9819_PROJECTION: FLUSH
 DF9819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9819+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2011
 DF9819
 DF9819  HISTORY     - Date     Condition        Report By
 DF9819  HISTORY     - 2001     MONUMENTED       WIDT
 DF9819  HISTORY     - 20070820 GOOD             WIDT
 DF9819  HISTORY     - 20110920 GOOD             WIDT
 DF9819
 DF9819                          STATION DESCRIPTION
 DF9819
 DF9819'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9819'THE STATION IS LOCATED IN JANESVILLE.  OWNERSHIP--WISCONSIN
 DF9819'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9819'OF US HIGHWAY 51 WITH STATE HIGHWAY 351 AT THE INTERSECTION CENTER
 DF9819'AVENUE AND AVALON ROAD ABOUT 2 KM SOUTH OF THE CITY OF JANESVILLE, GO
 DF9819'NORTH ON US HIGHWAY 51 (CENTER AVENUE) FOR 1.3 KM TO BURBANK AVENUE
 DF9819'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9819'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9819'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9819'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 22.6 M
 DF9819'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF US HIGHWAY 51
 DF9819'(CENTER AVENUE), 20.0 M SOUTHWEST OF THE TOP CENTER OF FIRE
 DF9819'HYDRANT--L-80B--, 8.5 M SOUTH OF THE CENTERLINE OF BURBANK AVENUE,
 DF9819'AND 0.9 M NORTH OF THE NORTH EDGE OF AN ASPHALT PARKING LOT FOR
 DF9819'--COMMUNITY ACTION INC.--.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF9819'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9819
 DF9819                          STATION RECOVERY (2007)
 DF9819
 DF9819'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9819'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 10.4 M WEST OF A
 DF9819'METAL --STOP-- SIGN POST.
 DF9819
 DF9819                          STATION RECOVERY (2011)
 DF9819
 DF9819'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (GRS)
 DF9819'RECOVERED AS DESCRIBED EXCEPT THE LEANING POST FOR THE STOP SIGN ALSO
 DF9819'HAS STREET SIGNS AT THE TOP.  THE STATION IS 0.8 M SOUTH OF THE BACK
 DF9819'OF CURB FOR BURBANK AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9818 ***********************************************************************
 DF9818  DESIGNATION -  1V06
 DF9818  PID         -  DF9818
 DF9818  STATE/COUNTY-  WI/ROCK
 DF9818  COUNTRY     -  US
 DF9818  USGS QUAD   -  JANESVILLE WEST (2018)
 DF9818
 DF9818                         *CURRENT SURVEY CONTROL
 DF9818  ______________________________________________________________________
 DF9818* NAD 83(1986) POSITION- 42 40 12.38   (N) 089 01 54.04   (W)   HD_HELD1
 DF9818* NAVD 88 ORTHO HEIGHT -   238.316 (meters)      781.88  (feet) ADJUSTED
 DF9818  ______________________________________________________________________
 DF9818  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 DF9818  DYNAMIC HEIGHT  -        238.248 (meters)      781.65  (feet) COMP
 DF9818  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 DF9818
 DF9818  VERT ORDER      -  SECOND    CLASS I
 DF9818
 DF9818.The horizontal coordinates were determined by differentially corrected
 DF9818.hand held GPS observations or other comparable positioning techniques
 DF9818.and have an estimated accuracy of +/- 3 meters.
 DF9818
 DF9818.The orthometric height was determined by differential leveling and
 DF9818.adjusted by the WI DEPT OF TRANSP
 DF9818.in May 2012.
 DF9818
 DF9818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9818.GEOID18 height accuracy estimate available here.
 DF9818
 DF9818.Click photographs - Photos may exist for this station.
 DF9818
 DF9818.The dynamic height is computed by dividing the NAVD 88
 DF9818.geopotential number by the normal gravity value computed on the
 DF9818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9818.degrees latitude (g = 980.6199 gals.).
 DF9818
 DF9818.The modeled gravity was interpolated from observed gravity values.
 DF9818
 DF9818;                    North         East    Units  Estimated Accuracy
 DF9818;SPC WI S     -    74,904.2     679,378.3     MT  (+/- 3 meters HH1 GPS) 
 DF9818
 DF9818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3351526182(NAD 83)
 DF9818
 DF9818                          SUPERSEDED SURVEY CONTROL
 DF9818
 DF9818  NAVD 88 (04/20/07)  238.297  (m)          781.81   (f) SUPERSEDED  2 1
 DF9818  NAVD 88 (02/25/04)  238.295  (m)          781.81   (f) SUPERSEDED  2 1
 DF9818
 DF9818.Superseded values are not recommended for survey control.
 DF9818
 DF9818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9818.See file dsdata.pdf to determine how the superseded data were derived.
 DF9818
 DF9818_MARKER: DD = SURVEY DISK
 DF9818_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9818_SP_SET: PARAPET WALL
 DF9818_STAMPING: 1V06 2002
 DF9818_MARK LOGO: WIDT
 DF9818_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9818+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 DF9818
 DF9818  HISTORY     - Date     Condition        Report By
 DF9818  HISTORY     - 2001     MONUMENTED       WIDT
 DF9818  HISTORY     - 20070820 GOOD             WIDT
 DF9818
 DF9818                          STATION DESCRIPTION
 DF9818
 DF9818'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9818'THE STATION IS LOCATED IN THE CITY OF JANESVILLE.
 DF9818'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9818'STATION FROM THE JUNCTION OF US HIGHWAY 51 WITH STATE HIGHWAY 11 WEST
 DF9818'IN THE CITY OF JANESVILLE, GO SOUTH ON US HIGHWAY 51 FOR 0.9 KM TO
 DF9818'RIVERSIDE STREET, CONTINUE SOUTH ON US HIGHWAY 51 FOR 0.2 KM TO
 DF9818'BRIDGE --B-53-154-90-- OVER THE ROCK RIVER  AND THE STATION ON THE
 DF9818'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9818'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DF9818'OF THE WEST PARAPET WALL AND 0.8 M ABOVE THE HIGHWAY PAVEMENT.    THE
 DF9818'STATION IS 6.7 M WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF US
 DF9818'HIGHWAY 51, 3.3 M SOUTH OF THE NORTHWESTERNMOST LIGHT POLE, AND 2.1 M
 DF9818'NORTHEAST OF A BRIDGE SIGN.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF9818'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVETHE HORIZON.
 DF9818
 DF9818                          STATION RECOVERY (2007)
 DF9818
 DF9818'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9818'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M SOUTH OF A
 DF9818'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9816 ***********************************************************************
 DF9816  DESIGNATION -  1V07
 DF9816  PID         -  DF9816
 DF9816  STATE/COUNTY-  WI/ROCK
 DF9816  COUNTRY     -  US
 DF9816  USGS QUAD   -  JANESVILLE WEST (2018)
 DF9816
 DF9816                         *CURRENT SURVEY CONTROL
 DF9816  ______________________________________________________________________
 DF9816* NAD 83(1986) POSITION- 42 43 49.00   (N) 089 05 41.12   (W)   HD_HELD1
 DF9816* NAVD 88 ORTHO HEIGHT -   268.078 (meters)      879.52  (feet) ADJUSTED
 DF9816  ______________________________________________________________________
 DF9816  GEOID HEIGHT    -        -33.955 (meters)                     GEOID18
 DF9816  DYNAMIC HEIGHT  -        268.001 (meters)      879.27  (feet) COMP
 DF9816  MODELED GRAVITY -    980,327.5   (mgal)                       NAVD 88
 DF9816
 DF9816  VERT ORDER      -  SECOND    CLASS I
 DF9816
 DF9816.The horizontal coordinates were determined by differentially corrected
 DF9816.hand held GPS observations or other comparable positioning techniques
 DF9816.and have an estimated accuracy of +/- 3 meters.
 DF9816
 DF9816.The orthometric height was determined by differential leveling and
 DF9816.adjusted by the WI DEPT OF TRANSP
 DF9816.in May 2012.
 DF9816
 DF9816.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9816.GEOID18 height accuracy estimate available here.
 DF9816
 DF9816.Click photographs - Photos may exist for this station.
 DF9816
 DF9816.The dynamic height is computed by dividing the NAVD 88
 DF9816.geopotential number by the normal gravity value computed on the
 DF9816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9816.degrees latitude (g = 980.6199 gals.).
 DF9816
 DF9816.The modeled gravity was interpolated from observed gravity values.
 DF9816
 DF9816;                    North         East    Units  Estimated Accuracy
 DF9816;SPC WI S     -    81,530.1     674,135.1     MT  (+/- 3 meters HH1 GPS) 
 DF9816
 DF9816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2851132990(NAD 83)
 DF9816
 DF9816                          SUPERSEDED SURVEY CONTROL
 DF9816
 DF9816  NAVD 88 (04/20/07)  268.058  (m)          879.45   (f) SUPERSEDED  2 1
 DF9816  NAVD 88 (02/25/04)  268.045  (m)          879.41   (f) SUPERSEDED  2 1
 DF9816
 DF9816.Superseded values are not recommended for survey control.
 DF9816
 DF9816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9816.See file dsdata.pdf to determine how the superseded data were derived.
 DF9816
 DF9816_MARKER: DD = SURVEY DISK
 DF9816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9816_STAMPING: 1V07 2002
 DF9816_MARK LOGO: WIDT
 DF9816_PROJECTION: FLUSH
 DF9816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9816+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 DF9816
 DF9816  HISTORY     - Date     Condition        Report By
 DF9816  HISTORY     - 2001     MONUMENTED       WIDT
 DF9816  HISTORY     - 20040411 GOOD             USPSQD
 DF9816  HISTORY     - 20070820 GOOD             WIDT
 DF9816
 DF9816                          STATION DESCRIPTION
 DF9816
 DF9816'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9816'THE STATION IS LOCATED ABOUT 18 KM SOUTHEAST OF EVANSVILLE, 12 KM
 DF9816'SOUTH OF EDGERTON, AND 7 KM WEST OF JANESVILLE.  OWNERSHIP--WISCONSIN
 DF9816'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9816'OF US HIGHWAY 14 WITH STATE HIGHWAY 51 ABOUT 3 KM WEST OF THE CITY OF
 DF9816'JANESVILLE, GO WEST ON US HIGHWAY 14 FOR 4.8 KM TO BURDICK ROAD ON
 DF9816'THE LEFT, CONTINUE WEST ON US HIGHWAY 14 FOR 0.2 KM TO THE STATION ON
 DF9816'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9816'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN TOP OF A
 DF9816'41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DF9816'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.3 M SOUTH OF THE
 DF9816'CENTERLINE OF US HIGHWAY 14, 30 M WEST OF THE EXTENDED CENTER OF
 DF9816'WESTERNMOST PRIVATE ENTRANCE --4708--, 20.3 M SOUTH-SOUTHEAST OF
 DF9816'POWER POLE --3-12-8 45/0--, 16.0 M EAST OF A WOOD POST FOR
 DF9816'--INTERSECTION ON RIGHT AHEAD-- SIGN, AND 2 M NORTH OF A CULTIVATED
 DF9816'FIELD.    ---NOTE---THE STATION IS EAST, WEST AND NORTH OF THREE WHITE
 DF9816'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9816'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9816
 DF9816                          STATION RECOVERY (2004)
 DF9816
 DF9816'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9816'RECOVERED IN GOOD CONDITION.
 DF9816
 DF9816                          STATION RECOVERY (2007)
 DF9816
 DF9816'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9816'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9815 ***********************************************************************
 DF9815  DESIGNATION -  1V08
 DF9815  PID         -  DF9815
 DF9815  STATE/COUNTY-  WI/ROCK
 DF9815  COUNTRY     -  US
 DF9815  USGS QUAD   -  FOOTVILLE (2018)
 DF9815
 DF9815                         *CURRENT SURVEY CONTROL
 DF9815  ______________________________________________________________________
 DF9815* NAD 83(1986) POSITION- 42 44 52.0    (N) 089 12 02.2    (W)   HD_HELD2
 DF9815* NAVD 88 ORTHO HEIGHT -   275.225 (meters)      902.97  (feet) ADJUSTED
 DF9815  ______________________________________________________________________
 DF9815  GEOID HEIGHT    -        -33.982 (meters)                     GEOID18
 DF9815  DYNAMIC HEIGHT  -        275.145 (meters)      902.70  (feet) COMP
 DF9815  MODELED GRAVITY -    980,322.6   (mgal)                       NAVD 88
 DF9815
 DF9815  VERT ORDER      -  SECOND    CLASS I
 DF9815
 DF9815.The horizontal coordinates were established by autonomous hand held GPS
 DF9815.observations and have an estimated accuracy of +/- 10 meters.
 DF9815
 DF9815.The orthometric height was determined by differential leveling and
 DF9815.adjusted by the WI DEPT OF TRANSP
 DF9815.in May 2012.
 DF9815
 DF9815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9815.GEOID18 height accuracy estimate available here.
 DF9815
 DF9815.Click photographs - Photos may exist for this station.
 DF9815
 DF9815.The dynamic height is computed by dividing the NAVD 88
 DF9815.geopotential number by the normal gravity value computed on the
 DF9815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9815.degrees latitude (g = 980.6199 gals.).
 DF9815
 DF9815.The modeled gravity was interpolated from observed gravity values.
 DF9815
 DF9815;                    North         East    Units  Estimated Accuracy
 DF9815;SPC WI S     -    83,385.      665,448.      MT  (+/- 10 meters HH2 GPS)
 DF9815
 DF9815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1989635154(NAD 83)
 DF9815
 DF9815                          SUPERSEDED SURVEY CONTROL
 DF9815
 DF9815  NAVD 88 (04/20/07)  275.206  (m)          902.91   (f) SUPERSEDED  2 1
 DF9815  NAVD 88 (02/25/04)  275.193  (m)          902.86   (f) SUPERSEDED  2 1
 DF9815
 DF9815.Superseded values are not recommended for survey control.
 DF9815
 DF9815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9815.See file dsdata.pdf to determine how the superseded data were derived.
 DF9815
 DF9815_MARKER: DD = SURVEY DISK
 DF9815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9815_STAMPING: 1V08 2002
 DF9815_MARK LOGO: WIDT
 DF9815_PROJECTION: FLUSH
 DF9815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9815+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 DF9815
 DF9815  HISTORY     - Date     Condition        Report By
 DF9815  HISTORY     - 2001     MONUMENTED       WIDT
 DF9815  HISTORY     - 20040411 GOOD             USPSQD
 DF9815  HISTORY     - 20070814 GOOD             WIDT
 DF9815
 DF9815                          STATION DESCRIPTION
 DF9815
 DF9815'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9815'THE STATION IS LOCATED ABOUT 17 KM WEST-NORTHWEST OF JANESVILLE, 14
 DF9815'KM SOUTHWEST OF EDGERTON, AND 9 KM EAST-SOUTHEAST OF EVANSVILLE.  TO
 DF9815'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE
 DF9815'HIGHWAY 59 IN THE CITY OF EVANSVILLE, GO EAST ON US HIGHWAY 14 FOR
 DF9815'8.7 KM TO FELLOWS ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 DF9815'FELLOWS ROAD FOR 1.4 KM TO A RAILROAD CROSSING AND THE STATION ON THE
 DF9815'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9815'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9815'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW
 DF9815'THE ROAD PAVEMENT.  THE STATION IS 6.6 M EAST OF THE CENTERLINE OF
 DF9815'FELLOWS ROAD, 24.0 M WEST OF A POWER POLE, 15.8 M NORTHEAST OF POWER
 DF9815'POLE --3C4L5--, 13.5 M SOUTH OF THE SOUTHERNMOST RAIL OF THE RAILROAD
 DF9815'TRACKS, AND 11.4 M SOUTH-SOUTHEAST OF A WOOD POST FOR A --RAILROAD
 DF9815'CROSSING-- SIGN.  ---NOTE---THE STATION IS SOUTHEAST, NORTHEAST AND
 DF9815'WEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION
 DF9815'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 DF9815'THE HORIZON EXCEPT FOR A POWER POLE TO THE WEST-SOUTHWEST EXTENDING
 DF9815'TO 40 DEGREES.
 DF9815
 DF9815                          STATION RECOVERY (2004)
 DF9815
 DF9815'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9815'RECOVERED IN GOOD CONDITION.
 DF9815
 DF9815                          STATION RECOVERY (2007)
 DF9815
 DF9815'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9815'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9776 ***********************************************************************
 DF9776  DESIGNATION -  1V09
 DF9776  PID         -  DF9776
 DF9776  STATE/COUNTY-  WI/ROCK
 DF9776  COUNTRY     -  US
 DF9776  USGS QUAD   -  EVANSVILLE (2018)
 DF9776
 DF9776                         *CURRENT SURVEY CONTROL
 DF9776  ______________________________________________________________________
 DF9776* NAD 83(1986) POSITION- 42 49 54.4    (N) 089 20 58.1    (W)   HD_HELD2
 DF9776* NAVD 88 ORTHO HEIGHT -   296.696 (meters)      973.41  (feet) ADJUSTED
 DF9776  ______________________________________________________________________
 DF9776  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 DF9776  DYNAMIC HEIGHT  -        296.610 (meters)      973.13  (feet) COMP
 DF9776  MODELED GRAVITY -    980,324.7   (mgal)                       NAVD 88
 DF9776
 DF9776  VERT ORDER      -  SECOND    CLASS I
 DF9776
 DF9776.The horizontal coordinates were established by autonomous hand held GPS
 DF9776.observations and have an estimated accuracy of +/- 10 meters.
 DF9776
 DF9776.The orthometric height was determined by differential leveling and
 DF9776.adjusted by the WI DEPT OF TRANSP
 DF9776.in May 2012.
 DF9776
 DF9776.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9776.GEOID18 height accuracy estimate available here.
 DF9776
 DF9776.Click photographs - Photos may exist for this station.
 DF9776
 DF9776.The dynamic height is computed by dividing the NAVD 88
 DF9776.geopotential number by the normal gravity value computed on the
 DF9776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9776.degrees latitude (g = 980.6199 gals.).
 DF9776
 DF9776.The modeled gravity was interpolated from observed gravity values.
 DF9776
 DF9776;                    North         East    Units  Estimated Accuracy
 DF9776;SPC WI S     -    92,611.      653,188.      MT  (+/- 10 meters HH2 GPS)
 DF9776
 DF9776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0797244811(NAD 83)
 DF9776
 DF9776                          SUPERSEDED SURVEY CONTROL
 DF9776
 DF9776  NAVD 88 (04/20/07)  296.677  (m)          973.35   (f) SUPERSEDED  2 1
 DF9776  NAVD 88 (02/25/04)  296.652  (m)          973.27   (f) SUPERSEDED  2 1
 DF9776
 DF9776.Superseded values are not recommended for survey control.
 DF9776
 DF9776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9776.See file dsdata.pdf to determine how the superseded data were derived.
 DF9776
 DF9776_MARKER: DD = SURVEY DISK
 DF9776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9776_STAMPING: 1V09 2002
 DF9776_MARK LOGO: WIDT
 DF9776_PROJECTION: FLUSH
 DF9776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9776+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2010
 DF9776
 DF9776  HISTORY     - Date     Condition        Report By
 DF9776  HISTORY     - 2001     MONUMENTED       WIDT
 DF9776  HISTORY     - 20040411 GOOD             USPSQD
 DF9776  HISTORY     - 20070808 GOOD             WIDT
 DF9776  HISTORY     - 20100326 GOOD             WIDT
 DF9776
 DF9776                          STATION DESCRIPTION
 DF9776
 DF9776'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9776'THE STATION IS LOCATED ABOUT 28 KM SOUTH OF MADISON, 14 KM SOUTHWEST
 DF9776'OF STOUGHTON, 6 KM NORTHWEST OF EVANSVILLE.  OWNERSHIP--TOWN OF
 DF9776'UNION. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH
 DF9776'STATE HIGHWAY 92 ABOUT 2 KM EAST OF THE VILLAGE OF BROOKLYN, GO SOUTH
 DF9776'ON US HIGHWAY 14 FOR 2.2 KM TO WEST HOLT ROAD, TURN RIGHT AND GO WEST
 DF9776'ON WEST HOLT ROAD FOR 2.1 KM TO NORTH CROCKER ROAD ON THE LEFT, TURN
 DF9776'LEFT AND GO SOUTH ON NORTH CROCKER ROAD FOR 0.7 KM TO THE STATION ON
 DF9776'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9776'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9776'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9776'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.0 M WEST OF THE
 DF9776'CENTERLINE OF NORTH CROCKER ROAD, 16.2 M NORTH-NORTHEAST OF POWER
 DF9776'POLE--4-10-6 53/1--, 7 M NORTH OF THE CENTER OF A FIELD ENTRANCE, AND
 DF9776'1.5 M EAST OF A BARBED WIRE FENCE.  ---NOTE---THE STATION IS EAST,
 DF9776'SOUTH AND NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9776'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9776'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE
 DF9776'SOUTHWEST EXTENDING TO 40 DEGREES AND TREES TO THE NORTH EXTENDING TO
 DF9776'25 DEGREES.
 DF9776
 DF9776                          STATION RECOVERY (2004)
 DF9776
 DF9776'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9776'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS SOUTH OF A WHITE
 DF9776'PLASTIC WITNESS POST.  THE OTHER TWO WITNESS POSTS ARE BROKEN OFF AT
 DF9776'GROUND LEVEL.
 DF9776
 DF9776                          STATION RECOVERY (2007)
 DF9776
 DF9776'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9776'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 18.6 M SOUTH OF THE
 DF9776'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --11026--, 9.2 M
 DF9776'NORTH-NORTHEAST OF A METAL POST WITH PIPE BRACE AT THE SOUTH SIDE OF A
 DF9776'FIELD ENTRANCE, 3.3 M NORTH-NORTHEAST OF A WOOD FENCE POST AT THE
 DF9776'NORTH SIDE OF A FIELD ENTRANCE, AND 1.0 M EAST, 1.0 M NORTH, AND 1.0 M
 DF9776'SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9776'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION IS A TREE TO THE NORTH
 DF9776'EXTENDING TO 60 DEGREES AND TREES TO THE SOUTH AND SOUTHWEST EXTENDING
 DF9776'TO 20 DEGREES ABOVE THE HORIZON.
 DF9776
 DF9776                          STATION RECOVERY (2010)
 DF9776
 DF9776'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (MJH)
 DF9776'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9775 ***********************************************************************
 DF9775  DESIGNATION -  1V10
 DF9775  PID         -  DF9775
 DF9775  STATE/COUNTY-  WI/GREEN
 DF9775  COUNTRY     -  US
 DF9775  USGS QUAD   -  ATTICA (2018)
 DF9775
 DF9775                         *CURRENT SURVEY CONTROL
 DF9775  ______________________________________________________________________
 DF9775* NAD 83(1986) POSITION- 42 51 13.74   (N) 089 22 48.64   (W)   HD_HELD1
 DF9775* NAVD 88 ORTHO HEIGHT -   294.536 (meters)      966.32  (feet) ADJUSTED
 DF9775  ______________________________________________________________________
 DF9775  GEOID HEIGHT    -        -34.022 (meters)                     GEOID18
 DF9775  DYNAMIC HEIGHT  -        294.452 (meters)      966.05  (feet) COMP
 DF9775  MODELED GRAVITY -    980,326.9   (mgal)                       NAVD 88
 DF9775
 DF9775  VERT ORDER      -  SECOND    CLASS I
 DF9775
 DF9775.The horizontal coordinates were determined by differentially corrected
 DF9775.hand held GPS observations or other comparable positioning techniques
 DF9775.and have an estimated accuracy of +/- 3 meters.
 DF9775
 DF9775.The orthometric height was determined by differential leveling and
 DF9775.adjusted by the WI DEPT OF TRANSP
 DF9775.in May 2012.
 DF9775
 DF9775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9775.GEOID18 height accuracy estimate available here.
 DF9775
 DF9775.Click photographs - Photos may exist for this station.
 DF9775
 DF9775.The dynamic height is computed by dividing the NAVD 88
 DF9775.geopotential number by the normal gravity value computed on the
 DF9775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9775.degrees latitude (g = 980.6199 gals.).
 DF9775
 DF9775.The modeled gravity was interpolated from observed gravity values.
 DF9775
 DF9775;                    North         East    Units  Estimated Accuracy
 DF9775;SPC WI S     -    95,039.6     650,659.0     MT  (+/- 3 meters HH1 GPS) 
 DF9775
 DF9775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0553247329(NAD 83)
 DF9775
 DF9775                          SUPERSEDED SURVEY CONTROL
 DF9775
 DF9775  NAVD 88 (04/20/07)  294.517  (m)          966.26   (f) SUPERSEDED  2 1
 DF9775  NAVD 88 (02/25/04)  294.490  (m)          966.17   (f) SUPERSEDED  2 1
 DF9775
 DF9775.Superseded values are not recommended for survey control.
 DF9775
 DF9775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9775.See file dsdata.pdf to determine how the superseded data were derived.
 DF9775
 DF9775_MARKER: DD = SURVEY DISK
 DF9775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9775_STAMPING: 1V10 2002
 DF9775_MARK LOGO: WIDT
 DF9775_PROJECTION: FLUSH
 DF9775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9775+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 DF9775
 DF9775  HISTORY     - Date     Condition        Report By
 DF9775  HISTORY     - 2001     MONUMENTED       WIDT
 DF9775  HISTORY     - 20040416 GOOD             USPSQD
 DF9775  HISTORY     - 20070813 GOOD             WIDT
 DF9775
 DF9775                          STATION DESCRIPTION
 DF9775
 DF9775'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9775'THE STATION IS LOCATED ABOUT 25 KM SOUTH OF MADISON, 15 KM SOUTHWEST
 DF9775'OF STOUGHTON, AND 1 KM WEST OF BROOKLYN.  OWNERSHIP--TOWN OF
 DF9775'BROOKLYN.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14
 DF9775'WITH STATE HIGHWAY 92 ABOUT 2 KM EAST OF THE VILLIAGE OF BROOKLYN, GO
 DF9775'WEST ON STATE HIGHWAY 92 FOR 2.8 KM TO FIRST STREET, CONTINUE WEST ON
 DF9775'STATE HIGHWAY 92 FOR 0.6 KM TO THE STATION ON THE RIGHT.  THE STATION
 DF9775'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9775'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9775'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9775'THE STATION IS 21.9 M NORTH-NORTHEAST OF THE CENTERLINE OF STATE
 DF9775'HIGHWAY 92, 34.7 M SOUTHWEST OF THE SOUTHWEST CORNER OF THE BROOKLYN
 DF9775'TOWN GARAGE, AND 20.6 M WEST OF THE EDGE OF THE PAVEMENT FOR A
 DF9775'PARKING LOT FOR THE BROOKLYN TOWN GARAGE.  ---NOTE---THE STATION IS
 DF9775'0.3 M SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THE STATION
 DF9775'IS NOT SUITABLE FOR GPS OBSERVATIONS  DUE TO TREES THE NORTHEAST AND
 DF9775'SOUTHEAST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DF9775
 DF9775                          STATION RECOVERY (2004)
 DF9775
 DF9775'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9775'RECOVERED IN GOOD CONDITION.
 DF9775
 DF9775                          STATION RECOVERY (2007)
 DF9775
 DF9775'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9775'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.10 MILE SOUTHEAST
 DF9775'OF UNION ROAD AND 8.7 M NORTH OF A YELLOW PLASTIC RIGHT-OF-WAY POST
 DF9775'WITH A --WIS D.O.T. SURVEY MARKER-- METAL SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9773 ***********************************************************************
 DF9773  DESIGNATION -  1V11
 DF9773  PID         -  DF9773
 DF9773  STATE/COUNTY-  WI/DANE
 DF9773  COUNTRY     -  US
 DF9773  USGS QUAD   -  OREGON (2018)
 DF9773
 DF9773                         *CURRENT SURVEY CONTROL
 DF9773  ______________________________________________________________________
 DF9773* NAD 83(1986) POSITION- 42 53 11.96   (N) 089 23 17.87   (W)   HD_HELD1
 DF9773* NAVD 88 ORTHO HEIGHT -   305.276 (meters)     1001.56  (feet) ADJUSTED
 DF9773  ______________________________________________________________________
 DF9773  GEOID HEIGHT    -        -34.048 (meters)                     GEOID18
 DF9773  DYNAMIC HEIGHT  -        305.189 (meters)     1001.27  (feet) COMP
 DF9773  MODELED GRAVITY -    980,329.3   (mgal)                       NAVD 88
 DF9773
 DF9773  VERT ORDER      -  SECOND    CLASS I
 DF9773
 DF9773.The horizontal coordinates were determined by differentially corrected
 DF9773.hand held GPS observations or other comparable positioning techniques
 DF9773.and have an estimated accuracy of +/- 3 meters.
 DF9773
 DF9773.The orthometric height was determined by differential leveling and
 DF9773.adjusted by the WI DEPT OF TRANSP
 DF9773.in May 2012.
 DF9773
 DF9773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9773.GEOID18 height accuracy estimate available here.
 DF9773
 DF9773.Click photographs - Photos may exist for this station.
 DF9773
 DF9773.The dynamic height is computed by dividing the NAVD 88
 DF9773.geopotential number by the normal gravity value computed on the
 DF9773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9773.degrees latitude (g = 980.6199 gals.).
 DF9773
 DF9773.The modeled gravity was interpolated from observed gravity values.
 DF9773
 DF9773;                    North         East    Units  Estimated Accuracy
 DF9773;SPC WI S     -    98,682.6     649,968.6     MT  (+/- 3 meters HH1 GPS) 
 DF9773
 DF9773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0497250995(NAD 83)
 DF9773
 DF9773                          SUPERSEDED SURVEY CONTROL
 DF9773
 DF9773  NAVD 88 (04/20/07)  305.257  (m)         1001.50   (f) SUPERSEDED  2 1
 DF9773  NAVD 88 (02/25/04)  305.231  (m)         1001.41   (f) SUPERSEDED  2 1
 DF9773
 DF9773.Superseded values are not recommended for survey control.
 DF9773
 DF9773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9773.See file dsdata.pdf to determine how the superseded data were derived.
 DF9773
 DF9773_MARKER: DD = SURVEY DISK
 DF9773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9773_STAMPING: 1V11 2002
 DF9773_MARK LOGO: WIDT
 DF9773_PROJECTION: FLUSH
 DF9773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9773+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DF9773
 DF9773  HISTORY     - Date     Condition        Report By
 DF9773  HISTORY     - 2001     MONUMENTED       WIDT
 DF9773  HISTORY     - 20070731 GOOD             WIDT
 DF9773  HISTORY     - 20120705 GOOD             WIDT
 DF9773
 DF9773                          STATION DESCRIPTION
 DF9773
 DF9773'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9773'THE STATION IS LOCATED ABOUT 22 KM SOUTH OF MADISON, 14 KM SOUTHWEST
 DF9773'OF STOUGHTON, AND 14 KM NORTHWEST OF EVANSVILLE.  OWNERSHIP--TOWN OF
 DF9773'OREGON.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH
 DF9773'STATE HIGHWAY 92 ABOUT 2 KM EAST OF THE VILLAGE OF BROOKLYN, GO NORTH
 DF9773'ON US HIGHWAY 14 FOR 3.2 KM TO ROME CORNERS ROAD ON THE LEFT, TURN
 DF9773'LEFT AND GO WEST ON ROME CORNERS ROAD FOR 3.2 KM TO UNION ROAD, TURN
 DF9773'LEFT AND GO SOUTH ON UNION ROAD FOR 0.3 KM TO THE STATION ON THE
 DF9773'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9773'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9773'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.2 M, SET ON BEDROCK AND
 DF9773'ABOUT 1 M BELOW THE ROAD PAVEMENT.  THE STATION IS 6.4 M EAST OF THE
 DF9773'CENTERLINE OF UNION ROAD, 38.1 M NORTH OF THE NORTH RAIL OF THE
 DF9773'RAILROAD TRACKS, 19.1 M NORTHEAST OF A METAL POST FOR A --RAILROAD
 DF9773'CROSSING-- SIGN, AND 17.5 M NORTH OF TELEPHONE PEDESTAL --2781--.
 DF9773'---NOTE---THE STATION IS WEST, NORTHEAST AND SOUTHEAST OF THREE WHITE
 DF9773'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9773'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9773
 DF9773                          STATION RECOVERY (2007)
 DF9773
 DF9773'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9773'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS--
 DF9773'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY MM WITH
 DF9773'COUNTY HIGHWAY A WEST APPROXIMATELY 1 MILE SOUTH OF THE VILLAGE OF
 DF9773'OREGON, GO WEST ON COUNTY HIGHWAY A FOR 0.7 MILE TO UNION ROAD, TURN
 DF9773'LEFT AND GO SOUTH ON UNION ROAD FOR 0.2 MILE TO ROME CORNERS ROAD
 DF9773'LEFT, CONTINUE SOUTH ON UNION ROAD FOR 0.15 MILE TO THE STATION ON THE
 DF9773'LEFT.  ADD-- THE STATION IS 5.2 M WEST OF A WIRE FENCE.
 DF9773
 DF9773                          STATION RECOVERY (2012)
 DF9773
 DF9773'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9773'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9791 ***********************************************************************
 DF9791  DESIGNATION -  1V12
 DF9791  PID         -  DF9791
 DF9791  STATE/COUNTY-  WI/GREEN
 DF9791  COUNTRY     -  US
 DF9791  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9791
 DF9791                         *CURRENT SURVEY CONTROL
 DF9791  ______________________________________________________________________
 DF9791* NAD 83(1986) POSITION- 42 34 41.3    (N) 089 22 00.3    (W)   HD_HELD2
 DF9791* NAVD 88 ORTHO HEIGHT -   236.503 (meters)      775.93  (feet) ADJUSTED
 DF9791  ______________________________________________________________________
 DF9791  GEOID HEIGHT    -        -33.779 (meters)                     GEOID18
 DF9791  DYNAMIC HEIGHT  -        236.428 (meters)      775.68  (feet) COMP
 DF9791  MODELED GRAVITY -    980,299.6   (mgal)                       NAVD 88
 DF9791
 DF9791  VERT ORDER      -  SECOND    CLASS I
 DF9791
 DF9791.The horizontal coordinates were established by autonomous hand held GPS
 DF9791.observations and have an estimated accuracy of +/- 10 meters.
 DF9791
 DF9791.The orthometric height was determined by differential leveling and
 DF9791.adjusted by the WI DEPT OF TRANSP
 DF9791.in May 2012.
 DF9791
 DF9791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9791.GEOID18 height accuracy estimate available here.
 DF9791
 DF9791.Click photographs - Photos may exist for this station.
 DF9791
 DF9791.The dynamic height is computed by dividing the NAVD 88
 DF9791.geopotential number by the normal gravity value computed on the
 DF9791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9791.degrees latitude (g = 980.6199 gals.).
 DF9791
 DF9791.The modeled gravity was interpolated from observed gravity values.
 DF9791
 DF9791;                    North         East    Units  Estimated Accuracy
 DF9791;SPC WI S     -    64,424.      651,989.      MT  (+/- 10 meters HH2 GPS)
 DF9791
 DF9791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0577016684(NAD 83)
 DF9791
 DF9791                          SUPERSEDED SURVEY CONTROL
 DF9791
 DF9791  NAVD 88 (04/20/07)  236.485  (m)          775.87   (f) SUPERSEDED  2 1
 DF9791  NAVD 88 (02/25/04)  236.471  (m)          775.82   (f) SUPERSEDED  2 1
 DF9791
 DF9791.Superseded values are not recommended for survey control.
 DF9791
 DF9791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9791.See file dsdata.pdf to determine how the superseded data were derived.
 DF9791
 DF9791_MARKER: DD = SURVEY DISK
 DF9791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9791_STAMPING: 1V12 2002
 DF9791_MARK LOGO: WIDT
 DF9791_PROJECTION: FLUSH
 DF9791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9791+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 DF9791
 DF9791  HISTORY     - Date     Condition        Report By
 DF9791  HISTORY     - 2001     MONUMENTED       WIDT
 DF9791  HISTORY     - 20040416 GOOD             USPSQD
 DF9791  HISTORY     - 20070813 GOOD             WIDT
 DF9791
 DF9791                          STATION DESCRIPTION
 DF9791
 DF9791'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9791'THE STATION IS LOCATED ABOUT 31 KM WEST-SOUTHWEST OF JANESVILLE, 22
 DF9791'KM EAST OF MONROE AND 5 KM SOUTH OF BRODHEAD.  OWNERSHIP--GREEN
 DF9791'COUNTY.  TO REACH THE STATION FROM THE EASTERN JUNCTION OF STATE
 DF9791'HIGHWAY 11 WITH STATE HIGHWAY 81 ABOUT 4 KM SOUTHWEST OF THE CITY OF
 DF9791'BRODHEAD, GO SOUTHEAST ON STATE HIGHWAY 81 FOR 3.0 KM TO COUNTY
 DF9791'HIGHWAY T, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY T FOR 0.3 KM TO
 DF9791'THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9791'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9791'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9791'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 11.2 M WEST OF THE
 DF9791'CENTERLINE OF COUNTY HIGHWAY T, 60 M SOUTH OF A METAL POST FOR A
 DF9791'--CAUTION TELEPHONE CABLE UNDERGROUND-- SIGN, 49.1 M NORTH NORTHWEST
 DF9791'OF A WOOD POST FOR A --STOP AHEAD-- SIGN, AND 1 M EAST OF A
 DF9791'CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF
 DF9791'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9791'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES.
 DF9791
 DF9791                          STATION RECOVERY (2004)
 DF9791
 DF9791'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9791'RECOVERED IN GOOD CONDITION.
 DF9791
 DF9791                          STATION RECOVERY (2007)
 DF9791
 DF9791'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9792 ***********************************************************************
 DF9792  DESIGNATION -  1V13
 DF9792  PID         -  DF9792
 DF9792  STATE/COUNTY-  WI/GREEN
 DF9792  COUNTRY     -  US
 DF9792  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9792
 DF9792                         *CURRENT SURVEY CONTROL
 DF9792  ______________________________________________________________________
 DF9792* NAD 83(1986) POSITION- 42 35 41.9    (N) 089 22 00.7    (W)   HD_HELD2
 DF9792* NAVD 88 ORTHO HEIGHT -   237.672 (meters)      779.76  (feet) ADJUSTED
 DF9792  ______________________________________________________________________
 DF9792  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 DF9792  DYNAMIC HEIGHT  -        237.597 (meters)      779.52  (feet) COMP
 DF9792  MODELED GRAVITY -    980,301.3   (mgal)                       NAVD 88
 DF9792
 DF9792  VERT ORDER      -  SECOND    CLASS I
 DF9792
 DF9792.The horizontal coordinates were established by autonomous hand held GPS
 DF9792.observations and have an estimated accuracy of +/- 10 meters.
 DF9792
 DF9792.The orthometric height was determined by differential leveling and
 DF9792.adjusted by the WI DEPT OF TRANSP
 DF9792.in May 2012.
 DF9792
 DF9792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9792.GEOID18 height accuracy estimate available here.
 DF9792
 DF9792.Click photographs - Photos may exist for this station.
 DF9792
 DF9792.The dynamic height is computed by dividing the NAVD 88
 DF9792.geopotential number by the normal gravity value computed on the
 DF9792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9792.degrees latitude (g = 980.6199 gals.).
 DF9792
 DF9792.The modeled gravity was interpolated from observed gravity values.
 DF9792
 DF9792;                    North         East    Units  Estimated Accuracy
 DF9792;SPC WI S     -    66,294.      651,966.      MT  (+/- 10 meters HH2 GPS)
 DF9792
 DF9792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0581418554(NAD 83)
 DF9792
 DF9792                          SUPERSEDED SURVEY CONTROL
 DF9792
 DF9792  NAVD 88 (04/20/07)  237.654  (m)          779.70   (f) SUPERSEDED  2 1
 DF9792  NAVD 88 (02/25/04)  237.640  (m)          779.66   (f) SUPERSEDED  2 1
 DF9792
 DF9792.Superseded values are not recommended for survey control.
 DF9792
 DF9792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9792.See file dsdata.pdf to determine how the superseded data were derived.
 DF9792
 DF9792_MARKER: DD = SURVEY DISK
 DF9792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9792_STAMPING: 1V13 2002
 DF9792_MARK LOGO: WIDT
 DF9792_PROJECTION: FLUSH
 DF9792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9792+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 DF9792
 DF9792  HISTORY     - Date     Condition        Report By
 DF9792  HISTORY     - 2001     MONUMENTED       WIDT
 DF9792  HISTORY     - 20040416 GOOD             USPSQD
 DF9792  HISTORY     - 20061022 GOOD             USPSQD
 DF9792  HISTORY     - 20070813 GOOD             WIDT
 DF9792
 DF9792                          STATION DESCRIPTION
 DF9792
 DF9792'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9792'THE STATION IS LOCATED ABOUT 30 KM WEST-SOUTHWEST OF JANESVILLE, 22
 DF9792'KM EAST OF MONROE, AND 3 KM SOUTH OF BRODHEAD.    OWNERSHIP--GREEN
 DF9792'COUNTY.  TO REACH THE STATION FROM THE EASTERN JUNCTION OF STATE
 DF9792'HIGHWAY 11 WITH STATE HIGHWAY 81 ABOUT 4 KM SOUTHWEST OF THE CITY OF
 DF9792'BRODHEAD, GO SOUTHEAST ON STATE HIGHWAY 81 FOR 3.0 KM TO COUNTY
 DF9792'HIGHWAY T, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY T FOR 2.2 KM TO
 DF9792'WEST HAFEMAN ROAD ON THE RIGHT, CONTINUE NORTH ON COUNTY HIGHWAY T
 DF9792'FOR 0.2 KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE
 DF9792'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9792'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9792'A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9792'STATION IS 9.0 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY T, 175 M
 DF9792'SOUTH OF TELEPHONE PEDESTAL --1117--, 42.8 M NORTH OF TELEPHONE
 DF9792'PEDESTAL --0000--, 20.1 M WEST-SOUTHWEST OF A POWER POLE --WPL
 DF9792'2-10-31 MO/32--, AND 1 M EAST OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9792'STATION IS NORTH, SOUTH AND WEST OF THREE WHITE PLASTIC WITNESS
 DF9792'POSTS.   ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9792'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO
 DF9792'THE EAST EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
 DF9792
 DF9792                          STATION RECOVERY (2004)
 DF9792
 DF9792'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9792'RECOVERED IN GOOD CONDITION.  NOTE-- THE EASTERN WITNESS POST IS
 DF9792'BROKEN OFF.
 DF9792
 DF9792                          STATION RECOVERY (2006)
 DF9792
 DF9792'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9792'RECOVERED IN GOOD CONDITION.
 DF9792
 DF9792                          STATION RECOVERY (2007)
 DF9792
 DF9792'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9792'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DF9792'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9793 ***********************************************************************
 DF9793  DESIGNATION -  1V14
 DF9793  PID         -  DF9793
 DF9793  STATE/COUNTY-  WI/ROCK
 DF9793  COUNTRY     -  US
 DF9793  USGS QUAD   -  ORFORDVILLE (2018)
 DF9793
 DF9793                         *CURRENT SURVEY CONTROL
 DF9793  ______________________________________________________________________
 DF9793* NAD 83(1986) POSITION- 42 37 51.8    (N) 089 22 01.1    (W)   HD_HELD2
 DF9793* NAVD 88 ORTHO HEIGHT -   242.392 (meters)      795.25  (feet) ADJUSTED
 DF9793  ______________________________________________________________________
 DF9793  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 DF9793  DYNAMIC HEIGHT  -        242.317 (meters)      795.00  (feet) COMP
 DF9793  MODELED GRAVITY -    980,305.3   (mgal)                       NAVD 88
 DF9793
 DF9793  VERT ORDER      -  SECOND    CLASS I
 DF9793
 DF9793.The horizontal coordinates were established by autonomous hand held GPS
 DF9793.observations and have an estimated accuracy of +/- 10 meters.
 DF9793
 DF9793.The orthometric height was determined by differential leveling and
 DF9793.adjusted by the WI DEPT OF TRANSP
 DF9793.in May 2012.
 DF9793
 DF9793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9793.GEOID18 height accuracy estimate available here.
 DF9793
 DF9793.Click photographs - Photos may exist for this station.
 DF9793
 DF9793.The dynamic height is computed by dividing the NAVD 88
 DF9793.geopotential number by the normal gravity value computed on the
 DF9793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9793.degrees latitude (g = 980.6199 gals.).
 DF9793
 DF9793.The modeled gravity was interpolated from observed gravity values.
 DF9793
 DF9793;                    North         East    Units  Estimated Accuracy
 DF9793;SPC WI S     -    70,302.      651,926.      MT  (+/- 10 meters HH2 GPS)
 DF9793
 DF9793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0591722561(NAD 83)
 DF9793
 DF9793                          SUPERSEDED SURVEY CONTROL
 DF9793
 DF9793  NAVD 88 (04/20/07)  242.374  (m)          795.19   (f) SUPERSEDED  2 1
 DF9793  NAVD 88 (02/25/04)  242.359  (m)          795.14   (f) SUPERSEDED  2 1
 DF9793
 DF9793.Superseded values are not recommended for survey control.
 DF9793
 DF9793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9793.See file dsdata.pdf to determine how the superseded data were derived.
 DF9793
 DF9793_MARKER: DD = SURVEY DISK
 DF9793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9793_STAMPING: 1V14 2002
 DF9793_MARK LOGO: WIDT
 DF9793_PROJECTION: FLUSH
 DF9793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9793+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 DF9793
 DF9793  HISTORY     - Date     Condition        Report By
 DF9793  HISTORY     - 2001     MONUMENTED       WIDT
 DF9793  HISTORY     - 20040416 GOOD             USPSQD
 DF9793  HISTORY     - 20061022 GOOD             USPSQD
 DF9793  HISTORY     - 20070813 GOOD             WIDT
 DF9793
 DF9793                          STATION DESCRIPTION
 DF9793
 DF9793'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9793'THE STATION IS LOCATED ABOUT 23 KM EAST OF MONROE 10 KM SOUTHEAST OF
 DF9793'ALBANY, AND 2 KM NORTH OF BRODHEAD.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9793'OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF9793'HIGHWAY 11 WITH STATE HIGHWAY 104 ABOUT 1 KM NORTH OF THE CITY OF
 DF9793'BRODHEAD, GO NORTH ON STATE HIGHWAY 104 FOR 0.2 KM TO THE STATION ON
 DF9793'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9793'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9793'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9793'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 9.1 M EAST OF THE
 DF9793'CENTERLINE OF STATE HIGHWAY 104, 67 M NORTH OF A WOOD POST FOR A
 DF9793'--NORTH 104-- SIGN, 39 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE
 DF9793'ENTRANCES --N3439 - N3445--, AND 0.6 M WEST OF A BARBED WIRE FENCE.
 DF9793'---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF THREE WHITE PLASTIC
 DF9793'WITNESS POSTS.    ---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9793'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9793
 DF9793                          STATION RECOVERY (2004)
 DF9793
 DF9793'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9793'RECOVERED IN GOOD CONDITION.
 DF9793
 DF9793                          STATION RECOVERY (2006)
 DF9793
 DF9793'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9793'RECOVERED IN GOOD CONDITION.
 DF9793
 DF9793                          STATION RECOVERY (2007)
 DF9793
 DF9793'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9793'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20.0 M
 DF9793'EAST-NORTHEAST OF POWER POLE --2-9-24.4 53/34-- WITH ONE TRANSFORMER
 DF9793'AND ONE GUY WIRE AND 7.1 M NORTH OF AN ORANGE OVER WHITE --DANGER
 DF9793'BURIED CABLE FIBER-- POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9794 ***********************************************************************
 DF9794  DESIGNATION -  1V15
 DF9794  PID         -  DF9794
 DF9794  STATE/COUNTY-  WI/ROCK
 DF9794  COUNTRY     -  US
 DF9794  USGS QUAD   -  ORFORDVILLE (2018)
 DF9794
 DF9794                         *CURRENT SURVEY CONTROL
 DF9794  ______________________________________________________________________
 DF9794* NAD 83(1986) POSITION- 42 38 55.9    (N) 089 22 01.6    (W)   HD_HELD2
 DF9794* NAVD 88 ORTHO HEIGHT -   244.791 (meters)      803.12  (feet) ADJUSTED
 DF9794  ______________________________________________________________________
 DF9794  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 DF9794  DYNAMIC HEIGHT  -        244.716 (meters)      802.87  (feet) COMP
 DF9794  MODELED GRAVITY -    980,307.3   (mgal)                       NAVD 88
 DF9794
 DF9794  VERT ORDER      -  SECOND    CLASS I
 DF9794
 DF9794.The horizontal coordinates were established by autonomous hand held GPS
 DF9794.observations and have an estimated accuracy of +/- 10 meters.
 DF9794
 DF9794.The orthometric height was determined by differential leveling and
 DF9794.adjusted by the WI DEPT OF TRANSP
 DF9794.in May 2012.
 DF9794
 DF9794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9794.GEOID18 height accuracy estimate available here.
 DF9794
 DF9794.Click photographs - Photos may exist for this station.
 DF9794
 DF9794.The dynamic height is computed by dividing the NAVD 88
 DF9794.geopotential number by the normal gravity value computed on the
 DF9794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9794.degrees latitude (g = 980.6199 gals.).
 DF9794
 DF9794.The modeled gravity was interpolated from observed gravity values.
 DF9794
 DF9794;                    North         East    Units  Estimated Accuracy
 DF9794;SPC WI S     -    72,280.      651,900.      MT  (+/- 10 meters HH2 GPS)
 DF9794
 DF9794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0596124539(NAD 83)
 DF9794
 DF9794                          SUPERSEDED SURVEY CONTROL
 DF9794
 DF9794  NAVD 88 (04/20/07)  244.773  (m)          803.06   (f) SUPERSEDED  2 1
 DF9794  NAVD 88 (02/25/04)  244.758  (m)          803.01   (f) SUPERSEDED  2 1
 DF9794
 DF9794.Superseded values are not recommended for survey control.
 DF9794
 DF9794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9794.See file dsdata.pdf to determine how the superseded data were derived.
 DF9794
 DF9794_MARKER: DD = SURVEY DISK
 DF9794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9794_STAMPING: 1V15 2002
 DF9794_MARK LOGO: WIDT
 DF9794_PROJECTION: FLUSH
 DF9794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9794+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 DF9794
 DF9794  HISTORY     - Date     Condition        Report By
 DF9794  HISTORY     - 2001     MONUMENTED       WIDT
 DF9794  HISTORY     - 20040416 GOOD             USPSQD
 DF9794  HISTORY     - 20061022 GOOD             USPSQD
 DF9794  HISTORY     - 20070516 POOR             JCLS
 DF9794  HISTORY     - 20070813 GOOD             WIDT
 DF9794
 DF9794                          STATION DESCRIPTION
 DF9794
 DF9794'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9794'THE STATION IS LOCATED ABOUT 33 KM NORTHWEST OF BELOIT, 23 KM
 DF9794'EAST-NORTHEAST OF MONROE, AND 3 KM NORTH OF BRODHEAD.
 DF9794'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9794'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 104
 DF9794'ABOUT 1 KM NORTH OF THE CITY OF BRODHEAD, GO NORTH ON STATE HIGHWAY
 DF9794'104 FOR 1.2 KM TO ST. JOHN ROAD ON THE LEFT AND FOOTVILLE BRODHEAD
 DF9794'ROAD ON THE RIGHT, CONTINUE NORTH ON STATE HIGHWAY 104 FOR 0.9 KM TO
 DF9794'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9794'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9794'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M
 DF9794'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.3 M
 DF9794'EAST OF THE CENTERLINE OF STATE HIGHWAY 104, 0.1 KM NORTH OF THE
 DF9794'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N3901--, 23.4 M
 DF9794'SOUTH-SOUTHEAST OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN, AND 6
 DF9794'M WEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, SOUTH
 DF9794'AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.    ---NOTE2---THE
 DF9794'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9794'ABOVE THE HORIZON.
 DF9794
 DF9794                          STATION RECOVERY (2004)
 DF9794
 DF9794'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9794'RECOVERED IN GOOD CONDITION.
 DF9794
 DF9794                          STATION RECOVERY (2006)
 DF9794
 DF9794'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9794'RECOVERED IN GOOD CONDITION.
 DF9794
 DF9794                          STATION RECOVERY (2007)
 DF9794
 DF9794'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 DF9794'STATION WAS REMOVED BY POWER COMPANY MOVING POLES FOR ROAD WIDENING
 DF9794'PROJECT.
 DF9794
 DF9794                          STATION RECOVERY (2007)
 DF9794
 DF9794'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9794'RECOVERED IN GOOD CONDITION.  NOTE-- A TREE TO THE SOUTHWEST EXTENDS
 DF9794'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9796 ***********************************************************************
 DF9796  DESIGNATION -  1V16
 DF9796  PID         -  DF9796
 DF9796  STATE/COUNTY-  WI/GREEN
 DF9796  COUNTRY     -  US
 DF9796  USGS QUAD   -  ORFORDVILLE (2018)
 DF9796
 DF9796                         *CURRENT SURVEY CONTROL
 DF9796  ______________________________________________________________________
 DF9796* NAD 83(1986) POSITION- 42 41 17.4    (N) 089 22 03.9    (W)   HD_HELD2
 DF9796* NAVD 88 ORTHO HEIGHT -   253.082 (meters)      830.32  (feet) ADJUSTED
 DF9796  ______________________________________________________________________
 DF9796  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 DF9796  DYNAMIC HEIGHT  -        253.006 (meters)      830.07  (feet) COMP
 DF9796  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 DF9796
 DF9796  VERT ORDER      -  SECOND    CLASS I
 DF9796
 DF9796.The horizontal coordinates were established by autonomous hand held GPS
 DF9796.observations and have an estimated accuracy of +/- 10 meters.
 DF9796
 DF9796.The orthometric height was determined by differential leveling and
 DF9796.adjusted by the WI DEPT OF TRANSP
 DF9796.in May 2012.
 DF9796
 DF9796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9796.GEOID18 height accuracy estimate available here.
 DF9796
 DF9796.Click photographs - Photos may exist for this station.
 DF9796
 DF9796.The dynamic height is computed by dividing the NAVD 88
 DF9796.geopotential number by the normal gravity value computed on the
 DF9796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9796.degrees latitude (g = 980.6199 gals.).
 DF9796
 DF9796.The modeled gravity was interpolated from observed gravity values.
 DF9796
 DF9796;                    North         East    Units  Estimated Accuracy
 DF9796;SPC WI S     -    76,646.      651,814.      MT  (+/- 10 meters HH2 GPS)
 DF9796
 DF9796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0603028905(NAD 83)
 DF9796
 DF9796                          SUPERSEDED SURVEY CONTROL
 DF9796
 DF9796  NAVD 88 (04/20/07)  253.065  (m)          830.26   (f) SUPERSEDED  2 1
 DF9796  NAVD 88 (02/25/04)  253.048  (m)          830.21   (f) SUPERSEDED  2 1
 DF9796
 DF9796.Superseded values are not recommended for survey control.
 DF9796
 DF9796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9796.See file dsdata.pdf to determine how the superseded data were derived.
 DF9796
 DF9796_MARKER: DD = SURVEY DISK
 DF9796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9796_STAMPING: 1V16 2002
 DF9796_MARK LOGO: WIDT
 DF9796_PROJECTION: FLUSH
 DF9796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9796+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 DF9796
 DF9796  HISTORY     - Date     Condition        Report By
 DF9796  HISTORY     - 2001     MONUMENTED       WIDT
 DF9796  HISTORY     - 20040416 GOOD             USPSQD
 DF9796  HISTORY     - 20070813 GOOD             WIDT
 DF9796
 DF9796                          STATION DESCRIPTION
 DF9796
 DF9796'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9796'THE STATION IS LOCATED ABOUT 28 KM WEST OF JANESVILLE, 6 KM SOUTHEAST
 DF9796'OF ALBANY, AND 6 KM NORTH OF BRODHEAD.    OWNERSHIP--WISCONSIN
 DF9796'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9796'OF STATE HIGHWAY 59 WITH STATE HIGHWAY 104 ABOUT 9 KM SOUTH OF THE
 DF9796'CITY OF EVANSVILLE, GO SOUTH ON STATE HIGHWAY 104 FOR 3.4 KM TO
 DF9796'ATKINSON ROAD ON THE RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 104 FOR
 DF9796'0.2 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9796'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9796'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9796'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9796'STATION IS 9.2 M WEST OF THE CENTERLINE OF STATE HIGHWAY 104, 0.1 KM
 DF9796'NORTH OF COUNTY HIGHWAY B, 19.4 M SOUTH OF A METAL POST FOR GAS LINE
 DF9796'MARKER --622--, AND 2.0 M EAST OF A WOVEN WIRE FENCE. ---NOTE---THE
 DF9796'STATION IS 1.0 M EAST OF A WHITE PLASTIC WITNESS POST. ---NOTE2---THE
 DF9796'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9796'ABOVE THE HORIZON.
 DF9796
 DF9796                          STATION RECOVERY (2004)
 DF9796
 DF9796'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9796'RECOVERED IN GOOD CONDITION.
 DF9796
 DF9796                          STATION RECOVERY (2007)
 DF9796
 DF9796'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9797 ***********************************************************************
 DF9797  DESIGNATION -  1V17
 DF9797  PID         -  DF9797
 DF9797  STATE/COUNTY-  WI/GREEN
 DF9797  COUNTRY     -  US
 DF9797  USGS QUAD   -  ORFORDVILLE (2018)
 DF9797
 DF9797                         *CURRENT SURVEY CONTROL
 DF9797  ______________________________________________________________________
 DF9797* NAD 83(1986) POSITION- 42 42 22.9    (N) 089 22 05.2    (W)   HD_HELD2
 DF9797* NAVD 88 ORTHO HEIGHT -   265.677 (meters)      871.64  (feet) ADJUSTED
 DF9797  ______________________________________________________________________
 DF9797  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 DF9797  DYNAMIC HEIGHT  -        265.597 (meters)      871.38  (feet) COMP
 DF9797  MODELED GRAVITY -    980,313.7   (mgal)                       NAVD 88
 DF9797
 DF9797  VERT ORDER      -  SECOND    CLASS I
 DF9797
 DF9797.The horizontal coordinates were established by autonomous hand held GPS
 DF9797.observations and have an estimated accuracy of +/- 10 meters.
 DF9797
 DF9797.The orthometric height was determined by differential leveling and
 DF9797.adjusted by the WI DEPT OF TRANSP
 DF9797.in May 2012.
 DF9797
 DF9797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9797.GEOID18 height accuracy estimate available here.
 DF9797
 DF9797.Click photographs - Photos may exist for this station.
 DF9797
 DF9797.The dynamic height is computed by dividing the NAVD 88
 DF9797.geopotential number by the normal gravity value computed on the
 DF9797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9797.degrees latitude (g = 980.6199 gals.).
 DF9797
 DF9797.The modeled gravity was interpolated from observed gravity values.
 DF9797
 DF9797;                    North         East    Units  Estimated Accuracy
 DF9797;SPC WI S     -    78,667.      651,769.      MT  (+/- 10 meters HH2 GPS)
 DF9797
 DF9797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0605830926(NAD 83)
 DF9797
 DF9797                          SUPERSEDED SURVEY CONTROL
 DF9797
 DF9797  NAVD 88 (04/20/07)  265.659  (m)          871.58   (f) SUPERSEDED  2 1
 DF9797  NAVD 88 (02/25/04)  265.642  (m)          871.53   (f) SUPERSEDED  2 1
 DF9797
 DF9797.Superseded values are not recommended for survey control.
 DF9797
 DF9797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9797.See file dsdata.pdf to determine how the superseded data were derived.
 DF9797
 DF9797_MARKER: DD = SURVEY DISK
 DF9797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9797_STAMPING: 1V17 2002
 DF9797_MARK LOGO: WIDT
 DF9797_PROJECTION: FLUSH
 DF9797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9797+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 DF9797
 DF9797  HISTORY     - Date     Condition        Report By
 DF9797  HISTORY     - 2001     MONUMENTED       WIDT
 DF9797  HISTORY     - 20040416 GOOD             USPSQD
 DF9797  HISTORY     - 20070813 GOOD             WIDT
 DF9797
 DF9797                          STATION DESCRIPTION
 DF9797
 DF9797'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9797'THE STATION IS LOCATED ABOUT 28 KM WEST OF JANESVILLE, 12 KM
 DF9797'SOUTHWEST OF EVANSVILLE, AND 9 KM NORTH OF BRODHEAD.
 DF9797'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9797'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 104
 DF9797'ABOUT 9 KM SOUTHWEST OF THE CITY OF EVANSVILLE, GO SOUTH ON STATE
 DF9797'HIGHWAY 104 FOR 1.5 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9797'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9797'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9797'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9797'STATION IS 8.9 M WEST OF THE CENTERLINE OF STATE HIGHWAY 104, 80 M
 DF9797'NORTH OF BUMP ROAD, 56 M SOUTH OF A WOOD POST FOR A --T
 DF9797'INTERSECTION-- SIGN, 55 M NORTH-NORTHWEST OF A WOOD POST FOR A --JCT
 DF9797'COUNTY A-- SIGN, 33.8 M SOUTH-SOUTHWEST OF POWER POLE --3-10-19-
 DF9797'0/19--, AND 1 M EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DF9797'NORTH, SOUTH AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9797'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9797'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9797
 DF9797                          STATION RECOVERY (2004)
 DF9797
 DF9797'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9797'RECOVERED IN GOOD CONDITION.
 DF9797
 DF9797                          STATION RECOVERY (2007)
 DF9797
 DF9797'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9797'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 DF9797'OF STATE HIGHWAY 59 WEST WITH STATE HIGHWAY 104 APPROXIMATELY 3.6
 DF9797'MILES NORTHEAST OF THE COMMUNITY OF ALBANY, GO SOUTH ON STATE HIGHWAY
 DF9797'104 FOR 0.7 MILE TO COUNTY HIGHWAY A LEFT, CONTINUE SOUTH ON STATE
 DF9797'HIGHWAY 104 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9798 ***********************************************************************
 DF9798  DESIGNATION -  1V18
 DF9798  PID         -  DF9798
 DF9798  STATE/COUNTY-  WI/ROCK
 DF9798  COUNTRY     -  US
 DF9798  USGS QUAD   -  ORFORDVILLE (2018)
 DF9798
 DF9798                         *CURRENT SURVEY CONTROL
 DF9798  ______________________________________________________________________
 DF9798* NAD 83(1986) POSITION- 42 43 16.4    (N) 089 22 05.4    (W)   HD_HELD2
 DF9798* NAVD 88 ORTHO HEIGHT -   268.026 (meters)      879.35  (feet) ADJUSTED
 DF9798  ______________________________________________________________________
 DF9798  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 DF9798  DYNAMIC HEIGHT  -        267.946 (meters)      879.09  (feet) COMP
 DF9798  MODELED GRAVITY -    980,315.2   (mgal)                       NAVD 88
 DF9798
 DF9798  VERT ORDER      -  SECOND    CLASS I
 DF9798
 DF9798.The horizontal coordinates were established by autonomous hand held GPS
 DF9798.observations and have an estimated accuracy of +/- 10 meters.
 DF9798
 DF9798.The orthometric height was determined by differential leveling and
 DF9798.adjusted by the WI DEPT OF TRANSP
 DF9798.in May 2012.
 DF9798
 DF9798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9798.GEOID18 height accuracy estimate available here.
 DF9798
 DF9798.Click photographs - Photos may exist for this station.
 DF9798
 DF9798.The dynamic height is computed by dividing the NAVD 88
 DF9798.geopotential number by the normal gravity value computed on the
 DF9798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9798.degrees latitude (g = 980.6199 gals.).
 DF9798
 DF9798.The modeled gravity was interpolated from observed gravity values.
 DF9798
 DF9798;                    North         East    Units  Estimated Accuracy
 DF9798;SPC WI S     -    80,318.      651,752.      MT  (+/- 10 meters HH2 GPS)
 DF9798
 DF9798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0609932577(NAD 83)
 DF9798
 DF9798                          SUPERSEDED SURVEY CONTROL
 DF9798
 DF9798  NAVD 88 (04/20/07)  268.009  (m)          879.29   (f) SUPERSEDED  2 1
 DF9798  NAVD 88 (02/25/04)  267.991  (m)          879.23   (f) SUPERSEDED  2 1
 DF9798
 DF9798.Superseded values are not recommended for survey control.
 DF9798
 DF9798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9798.See file dsdata.pdf to determine how the superseded data were derived.
 DF9798
 DF9798_MARKER: DD = SURVEY DISK
 DF9798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9798_STAMPING: 1V18 2002
 DF9798_MARK LOGO: WIDT
 DF9798_PROJECTION: FLUSH
 DF9798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9798+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 DF9798
 DF9798  HISTORY     - Date     Condition        Report By
 DF9798  HISTORY     - 2001     MONUMENTED       WIDT
 DF9798  HISTORY     - 20040416 GOOD             USPSQD
 DF9798  HISTORY     - 20061022 GOOD             USPSQD
 DF9798  HISTORY     - 20070813 GOOD             WIDT
 DF9798
 DF9798                          STATION DESCRIPTION
 DF9798
 DF9798'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9798'THE STATION IS LOCATED ABOUT 28 KM WEST OF JANESVILLE, 10 KM NORTH OF
 DF9798'BRODHEAD, AND 9 KM SOUTHWEST OF EVANSVILLE.  OWNERSHIP--WISCONSIN
 DF9798'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9798'OF STATE HIGHWAY 59 WITH STATE HIGHWAY 104 ABOUT 10 KM NORTH OF THE
 DF9798'CITY OF BRODHEAD, GO NORTH ON STATE HIGHWAY 59 FOR 0.2 KM TO THE
 DF9798'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9798'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9798'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT 1
 DF9798'M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.8 M EAST OF THE
 DF9798'CENTERLINE OF STATE HIGHWAY 59, 26.9 M SOUTH-SOUTHEAST OF THE EAST
 DF9798'END OF THE SOUTHERNMOST ABUTMENT OF BRIDGE --B-23-53-5-50--, 21.8 M
 DF9798'SOUTHEASTOF THE EASTERNMOST WOOD POST FOR A
 DF9798'--BROADHEAD-MONROE-ALBANY-- TRAFFIC SIGN, AND 8 M WEST OF A
 DF9798'CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH AND EAST OF TWO
 DF9798'WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THE STATION HAS NO VISIBLE
 DF9798'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9798
 DF9798                          STATION RECOVERY (2004)
 DF9798
 DF9798'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9798'RECOVERED IN GOOD CONDITION.
 DF9798
 DF9798                          STATION RECOVERY (2006)
 DF9798
 DF9798'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9798'RECOVERED IN GOOD CONDITION.
 DF9798
 DF9798                          STATION RECOVERY (2007)
 DF9798
 DF9798'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9798'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.01 MILES SOUTH OF
 DF9798'STATE HIGHWAY 59 EAST, 0.10 MILE NORTH OF STATE HIGHWAY 59 WEST, 0.10
 DF9798'MILE SOUTH OF WEST FINNERAN ROAD, AND 1.0 M EAST, 1.0 M SOUTH, AND 1.0
 DF9798'M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9899 ***********************************************************************
 DF9899  DESIGNATION -  1V45
 DF9899  PID         -  DF9899
 DF9899  STATE/COUNTY-  WI/ROCK
 DF9899  COUNTRY     -  US
 DF9899  USGS QUAD   -  COOKSVILLE (2018)
 DF9899
 DF9899                         *CURRENT SURVEY CONTROL
 DF9899  ______________________________________________________________________
 DF9899* NAD 83(1986) POSITION- 42 45 32.2    (N) 089 10 16.2    (W)   HD_HELD2
 DF9899* NAVD 88 ORTHO HEIGHT -   303.878 (meters)      996.97  (feet) ADJUSTED
 DF9899  ______________________________________________________________________
 DF9899  GEOID HEIGHT    -        -33.999 (meters)                     GEOID18
 DF9899  DYNAMIC HEIGHT  -        303.791 (meters)      996.69  (feet) COMP
 DF9899  MODELED GRAVITY -    980,325.0   (mgal)                       NAVD 88
 DF9899
 DF9899  VERT ORDER      -  SECOND    CLASS I
 DF9899
 DF9899.The horizontal coordinates were established by autonomous hand held GPS
 DF9899.observations and have an estimated accuracy of +/- 10 meters.
 DF9899
 DF9899.The orthometric height was determined by differential leveling and
 DF9899.adjusted by the WI DEPT OF TRANSP
 DF9899.in May 2012.
 DF9899
 DF9899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9899.GEOID18 height accuracy estimate available here.
 DF9899
 DF9899.Click photographs - Photos may exist for this station.
 DF9899
 DF9899.The dynamic height is computed by dividing the NAVD 88
 DF9899.geopotential number by the normal gravity value computed on the
 DF9899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9899.degrees latitude (g = 980.6199 gals.).
 DF9899
 DF9899.The modeled gravity was interpolated from observed gravity values.
 DF9899
 DF9899;                    North         East    Units  Estimated Accuracy
 DF9899;SPC WI S     -    84,649.      667,846.      MT  (+/- 10 meters HH2 GPS)
 DF9899
 DF9899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2233836332(NAD 83)
 DF9899
 DF9899                          SUPERSEDED SURVEY CONTROL
 DF9899
 DF9899  NAVD 88 (04/20/07)  303.859  (m)          996.91   (f) SUPERSEDED  2 1
 DF9899  NAVD 88 (02/25/04)  303.847  (m)          996.87   (f) SUPERSEDED  2 1
 DF9899
 DF9899.Superseded values are not recommended for survey control.
 DF9899
 DF9899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9899.See file dsdata.pdf to determine how the superseded data were derived.
 DF9899
 DF9899_MARKER: DD = SURVEY DISK
 DF9899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9899_STAMPING: 1V45 2002
 DF9899_MARK LOGO: WIDT
 DF9899_PROJECTION: FLUSH
 DF9899_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9899+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 DF9899
 DF9899  HISTORY     - Date     Condition        Report By
 DF9899  HISTORY     - 2001     MONUMENTED       WIDT
 DF9899  HISTORY     - 20040411 GOOD             USPSQD
 DF9899  HISTORY     - 20070814 GOOD             WIDT
 DF9899
 DF9899                          STATION DESCRIPTION
 DF9899
 DF9899'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9899'THE STATION IS LOCATED ABOUT 14 KM NORTHWEST OF JANESVILLE, 12 KM
 DF9899'SOUTHWEST OF EDGERTON AND 11 KM EAST SOUTHEAST OF EVANSVILLE.
 DF9899'OWNERSHIP--TOWN OF CENTER.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9899'US HIGHWAY 14 WITH US HIGHWAY 51 ABOUT 4 KM NORTH OF THE CITY OF
 DF9899'JANESVILLE, GO WEST ON US HIGHWAY 14 FOR 11.8 KM TO NORTH EAGLE ROAD
 DF9899'ON THE RIGHT AND ROHERTY ROAD ON THE LEFT, TURN RIGHT AND GO NORTH ON
 DF9899'NORTH EAGLE ROAD FOR 1.3 KM TO SEEMAN ROAD AND THE STATION ON THE
 DF9899'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9899'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9899'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9899'THE ROAD PAVEMENT.  THE STATION IS 12.4 M WEST OF THE CENTERLINE OF
 DF9899'NORTH EAGLE ROAD, 39.0 M NORTHWEST OF POWER POLE --3-11-2 0/49--,
 DF9899'25.8 M SOUTH OF THE CENTERLINE OF SEEMAN ROAD, AND 17.5 M
 DF9899'SOUTH-SOUTHEAST OF THE TOP CENTER OF TELEPHONE PEDESTAL --L213 2--.
 DF9899'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9899'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9899
 DF9899                          STATION RECOVERY (2004)
 DF9899
 DF9899'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9899'RECOVERED IN GOOD CONDITION.
 DF9899
 DF9899                          STATION RECOVERY (2007)
 DF9899
 DF9899'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9899'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 4.0 M SOUTH OF A
 DF9899'WOOD FENCE POST, 0.3 M WEST OF A WIRE FENCE, AND 0.4 M NORTH OF A
 DF9899'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9897 ***********************************************************************
 DF9897  DESIGNATION -  1V46
 DF9897  PID         -  DF9897
 DF9897  STATE/COUNTY-  WI/ROCK
 DF9897  COUNTRY     -  US
 DF9897  USGS QUAD   -  COOKSVILLE (2018)
 DF9897
 DF9897                         *CURRENT SURVEY CONTROL
 DF9897  ______________________________________________________________________
 DF9897* NAD 83(1986) POSITION- 42 47 37.5    (N) 089 10 16.9    (W)   HD_HELD2
 DF9897* NAVD 88 ORTHO HEIGHT -   263.561 (meters)      864.70  (feet) ADJUSTED
 DF9897  ______________________________________________________________________
 DF9897  GEOID HEIGHT    -        -34.053 (meters)                     GEOID18
 DF9897  DYNAMIC HEIGHT  -        263.485 (meters)      864.45  (feet) COMP
 DF9897  MODELED GRAVITY -    980,327.3   (mgal)                       NAVD 88
 DF9897
 DF9897  VERT ORDER      -  SECOND    CLASS I
 DF9897
 DF9897.The horizontal coordinates were established by autonomous hand held GPS
 DF9897.observations and have an estimated accuracy of +/- 10 meters.
 DF9897
 DF9897.The orthometric height was determined by differential leveling and
 DF9897.adjusted by the WI DEPT OF TRANSP
 DF9897.in May 2012.
 DF9897
 DF9897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9897.GEOID18 height accuracy estimate available here.
 DF9897
 DF9897.Click photographs - Photos may exist for this station.
 DF9897
 DF9897.The dynamic height is computed by dividing the NAVD 88
 DF9897.geopotential number by the normal gravity value computed on the
 DF9897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9897.degrees latitude (g = 980.6199 gals.).
 DF9897
 DF9897.The modeled gravity was interpolated from observed gravity values.
 DF9897
 DF9897;                    North         East    Units  Estimated Accuracy
 DF9897;SPC WI S     -    88,516.      667,792.      MT  (+/- 10 meters HH2 GPS)
 DF9897
 DF9897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2242140198(NAD 83)
 DF9897
 DF9897                          SUPERSEDED SURVEY CONTROL
 DF9897
 DF9897  NAVD 88 (04/20/07)  263.542  (m)          864.64   (f) SUPERSEDED  2 1
 DF9897  NAVD 88 (02/25/04)  263.528  (m)          864.59   (f) SUPERSEDED  2 1
 DF9897
 DF9897.Superseded values are not recommended for survey control.
 DF9897
 DF9897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9897.See file dsdata.pdf to determine how the superseded data were derived.
 DF9897
 DF9897_MARKER: DD = SURVEY DISK
 DF9897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9897_STAMPING: 1V46 2002
 DF9897_MARK LOGO: WIDT
 DF9897_PROJECTION: FLUSH
 DF9897_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9897+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 DF9897
 DF9897  HISTORY     - Date     Condition        Report By
 DF9897  HISTORY     - 2001     MONUMENTED       WIDT
 DF9897  HISTORY     - 20040411 GOOD             USPSQD
 DF9897  HISTORY     - 20061022 GOOD             USPSQD
 DF9897  HISTORY     - 20070814 GOOD             WIDT
 DF9897
 DF9897                          STATION DESCRIPTION
 DF9897
 DF9897'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9897'THE STATION IS LOCATED ABOUT 17 KM NORTHWEST OF JANESVILLE, 10 KM
 DF9897'EAST OF EVANSVILLE, AND 10 KM SOUTHWEST OF EDGERTON.  OWNERSHIP--TOWN
 DF9897'OF PORTER.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DF9897'59 WITH STATE HIGHWAY 138 IN THE COMMUNITY OF COOKSVILLE, GO EAST ON
 DF9897'STATE HIGHWAY 59 FOR 4.3 KM TO CASEY ROAD, TURN RIGHT AND GO SOUTH ON
 DF9897'CASEY ROAD FOR 3.4 KM TO COUNTY HIGHWAY M, TURN LEFT AND GO SOUTHEAST
 DF9897'ON COUNTY HIGHWAY M FOR 1.6 KM TO NORTH EAGLE ROAD ON THE RIGHT, TURN
 DF9897'RIGHT AND GO SOUTH ON NORTH EAGLE ROAD FOR 0.2 KM TO THE STATION ON
 DF9897'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9897'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9897'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9897'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 10.0 M EAST OF THE
 DF9897'CENTERLINE OF NORTH EAGLE ROAD, 0.6 KM NORTH OF GIBBS LAKE ROAD, 19.3
 DF9897'M SOUTHEAST OF THE TOP CENTER OF THE EAST END OF A CORRUGATED METAL
 DF9897'CULVERT PIPE, AND 1.0 M WEST OF A BARBED WIRE FENCE. ---NOTE---THE
 DF9897'STATION IS NORTHEAST, SOUTHEAST AND WEST OF THREE WHITE PLASTIC
 DF9897'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9897'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9897
 DF9897                          STATION RECOVERY (2004)
 DF9897
 DF9897'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9897'RECOVERED IN GOOD CONDITION.
 DF9897
 DF9897                          STATION RECOVERY (2006)
 DF9897
 DF9897'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9897'RECOVERED IN GOOD CONDITION.
 DF9897
 DF9897                          STATION RECOVERY (2007)
 DF9897
 DF9897'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9897'RECOVERED IN GOOD CONDITION.  NOTE1-- THE MONUMENT IS RECESSED 8 CM
 DF9897'BELOW GROUND LEVEL.  NOTE2-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE
 DF9897'TREES TO THE NORTHWEST EXTENDING TO 30 DEGREES AND TREES TO THE
 DF9897'SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9896 ***********************************************************************
 DF9896  DESIGNATION -  1V47
 DF9896  PID         -  DF9896
 DF9896  STATE/COUNTY-  WI/ROCK
 DF9896  COUNTRY     -  US
 DF9896  USGS QUAD   -  COOKSVILLE (2018)
 DF9896
 DF9896                         *CURRENT SURVEY CONTROL
 DF9896  ______________________________________________________________________
 DF9896* NAD 83(1986) POSITION- 42 47 53.2    (N) 089 09 22.6    (W)   HD_HELD2
 DF9896* NAVD 88 ORTHO HEIGHT -   264.677 (meters)      868.36  (feet) ADJUSTED
 DF9896  ______________________________________________________________________
 DF9896  GEOID HEIGHT    -        -34.062 (meters)                     GEOID18
 DF9896  DYNAMIC HEIGHT  -        264.602 (meters)      868.12  (feet) COMP
 DF9896  MODELED GRAVITY -    980,328.3   (mgal)                       NAVD 88
 DF9896
 DF9896  VERT ORDER      -  SECOND    CLASS I
 DF9896
 DF9896.The horizontal coordinates were established by autonomous hand held GPS
 DF9896.observations and have an estimated accuracy of +/- 10 meters.
 DF9896
 DF9896.The orthometric height was determined by differential leveling and
 DF9896.adjusted by the WI DEPT OF TRANSP
 DF9896.in May 2012.
 DF9896
 DF9896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9896.GEOID18 height accuracy estimate available here.
 DF9896
 DF9896.Click photographs - Photos may exist for this station.
 DF9896
 DF9896.The dynamic height is computed by dividing the NAVD 88
 DF9896.geopotential number by the normal gravity value computed on the
 DF9896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9896.degrees latitude (g = 980.6199 gals.).
 DF9896
 DF9896.The modeled gravity was interpolated from observed gravity values.
 DF9896
 DF9896;                    North         East    Units  Estimated Accuracy
 DF9896;SPC WI S     -    89,012.      669,021.      MT  (+/- 10 meters HH2 GPS)
 DF9896
 DF9896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2366740650(NAD 83)
 DF9896
 DF9896                          SUPERSEDED SURVEY CONTROL
 DF9896
 DF9896  NAVD 88 (04/20/07)  264.658  (m)          868.30   (f) SUPERSEDED  2 1
 DF9896  NAVD 88 (02/25/04)  264.643  (m)          868.25   (f) SUPERSEDED  2 1
 DF9896
 DF9896.Superseded values are not recommended for survey control.
 DF9896
 DF9896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9896.See file dsdata.pdf to determine how the superseded data were derived.
 DF9896
 DF9896_MARKER: DD = SURVEY DISK
 DF9896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9896_STAMPING: 1V47 2002
 DF9896_MARK LOGO: WIDT
 DF9896_PROJECTION: FLUSH
 DF9896_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9896+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 DF9896
 DF9896  HISTORY     - Date     Condition        Report By
 DF9896  HISTORY     - 2001     MONUMENTED       WIDT
 DF9896  HISTORY     - 20040411 GOOD             USPSQD
 DF9896  HISTORY     - 20061022 GOOD             USPSQD
 DF9896  HISTORY     - 20070814 GOOD             WIDT
 DF9896
 DF9896                          STATION DESCRIPTION
 DF9896
 DF9896'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9896'THE STATION IS LOCATED ABOUT 17 KM NORTHWEST OF JANESVILLE, 14 KM
 DF9896'SOUTHEAST OF STOUGHTON, AND 8 KM SOUTHWEST OF EDGERTON.
 DF9896'OWNERSHIP--TOWN OF PORTER. TO REACH THE STATION FROM THE JUNCTION OF
 DF9896'STATE HIGHWAY 59 WITH STATE HIGHWAY 138 IN THE COMMUNITY OF
 DF9896'COOKSVILLE, GO WEST ON STATE HIGHWAY 59 FOR 4.3 KM TO CASEY ROAD,
 DF9896'TURN RIGHT AND GO SOUTH ON CASEY ROAD FOR 1.4 KM TO CALEDONIA ROAD,
 DF9896'TURN LEFT AND GO EAST ON CALEDONIA ROAD FOR 3.5 KM TO RAYMOND ROAD ON
 DF9896'THE RIGHT, TURN RIGHT AND GO SOUTH ON RAYMOND ROAD FOR 1.4 KM TO THE
 DF9896'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9896'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9896'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9896'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.7 M WEST OF THE
 DF9896'CENTERLINE OF RAYMOND ROAD, 57 M SOUTH OF THE CENTER OF THE SOUTHERN
 DF9896'ENTRANCE TO YAHARA SCHOOL, 50 M SOUTH-SOUTHWEST OF POWER POLE --2C23E
 DF9896'6--, 16.4 M SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BASKETBALL
 DF9896'COURT, 6 M SOUTH OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, AND
 DF9896'3.5 M NORTHEAST OF A WOOD CORNER FENCE POST. ---NOTE---THE STATION IS
 DF9896'0.6 M EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION
 DF9896'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 DF9896'THE HORIZON.
 DF9896
 DF9896                          STATION RECOVERY (2004)
 DF9896
 DF9896'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9896'RECOVERED IN GOOD CONDITION.
 DF9896
 DF9896                          STATION RECOVERY (2006)
 DF9896
 DF9896'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9896'RECOVERED IN GOOD CONDITION.
 DF9896
 DF9896                          STATION RECOVERY (2007)
 DF9896
 DF9896'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9896'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 23.5 M
 DF9896'NORTH-NORTHWEST OF A --STOP AHEAD-- WOOD SIGN POST AND 4.2 M NORTHWEST
 DF9896'OF AN ORANGE OVER WHITE --DANGER BURIED CABLE-- POST.  NOTE-- THE DISK
 DF9896'HAS SCRAPES ACROSS THE TOP PERHAPS BY MOWING OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9895 ***********************************************************************
 DF9895  DESIGNATION -  1V48
 DF9895  PID         -  DF9895
 DF9895  STATE/COUNTY-  WI/ROCK
 DF9895  COUNTRY     -  US
 DF9895  USGS QUAD   -  COOKSVILLE (2018)
 DF9895
 DF9895                         *CURRENT SURVEY CONTROL
 DF9895  ______________________________________________________________________
 DF9895* NAD 83(1986) POSITION- 42 48 42.2    (N) 089 09 05.7    (W)   HD_HELD2
 DF9895* NAVD 88 ORTHO HEIGHT -   244.373 (meters)      801.75  (feet) ADJUSTED
 DF9895  ______________________________________________________________________
 DF9895  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 DF9895  DYNAMIC HEIGHT  -        244.303 (meters)      801.52  (feet) COMP
 DF9895  MODELED GRAVITY -    980,329.4   (mgal)                       NAVD 88
 DF9895
 DF9895  VERT ORDER      -  SECOND    CLASS I
 DF9895
 DF9895.The horizontal coordinates were established by autonomous hand held GPS
 DF9895.observations and have an estimated accuracy of +/- 10 meters.
 DF9895
 DF9895.The orthometric height was determined by differential leveling and
 DF9895.adjusted by the WI DEPT OF TRANSP
 DF9895.in May 2012.
 DF9895
 DF9895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9895.GEOID18 height accuracy estimate available here.
 DF9895
 DF9895.Click photographs - Photos may exist for this station.
 DF9895
 DF9895.The dynamic height is computed by dividing the NAVD 88
 DF9895.geopotential number by the normal gravity value computed on the
 DF9895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9895.degrees latitude (g = 980.6199 gals.).
 DF9895
 DF9895.The modeled gravity was interpolated from observed gravity values.
 DF9895
 DF9895;                    North         East    Units  Estimated Accuracy
 DF9895;SPC WI S     -    90,528.      669,389.      MT  (+/- 10 meters HH2 GPS)
 DF9895
 DF9895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2409042152(NAD 83)
 DF9895
 DF9895                          SUPERSEDED SURVEY CONTROL
 DF9895
 DF9895  NAVD 88 (04/20/07)  244.353  (m)          801.68   (f) SUPERSEDED  2 1
 DF9895  NAVD 88 (02/25/04)  244.337  (m)          801.63   (f) SUPERSEDED  2 1
 DF9895
 DF9895.Superseded values are not recommended for survey control.
 DF9895
 DF9895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9895.See file dsdata.pdf to determine how the superseded data were derived.
 DF9895
 DF9895_MARKER: DD = SURVEY DISK
 DF9895_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9895_SP_SET: BRIDGE ABUTMENT
 DF9895_STAMPING: 1V48 2002
 DF9895_MARK LOGO: WIDT
 DF9895_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9895+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 DF9895
 DF9895  HISTORY     - Date     Condition        Report By
 DF9895  HISTORY     - 2001     MONUMENTED       WIDT
 DF9895  HISTORY     - 20040411 GOOD             USPSQD
 DF9895  HISTORY     - 20061022 GOOD             USPSQD
 DF9895  HISTORY     - 20070814 GOOD             WIDT
 DF9895
 DF9895                          STATION DESCRIPTION
 DF9895
 DF9895'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9895'THE STATION IS LOCATED ABOUT 17 KM NORTHWEST OF JANESVILLE, 13 KM
 DF9895'NORTHEAST OF EVANSVILLE, AND 7 KM WEST-SOUTHWEST OF EDGERTON.
 DF9895'OWNERSHIP--TOWN OF PORTER.  TO REACH THE STATION FROM THE STATE
 DF9895'HIGHWAY 59 WITH COUNTY HIGHWAY H (FORMERLY STATE HIGHWAY 184) ABOUT 5
 DF9895'KM WEST OF THE CITY OF EDGERTON, GO WEST ON STATE HIGHWAY 59 FOR 1.6
 DF9895'KM TO NORTH WALLIN ROAD, TURN LEFT AND GO SOUTH ON NORTH WALLIN ROAD
 DF9895'FOR 1.4 KM TO WEST CALEDONIA ROAD ON THE RIGHT, TURN RIGHT AND GO
 DF9895'WEST, THEN SOUTHWEST ON WEST CALEDONIA ROAD FOR 0.2 KM TO BRIDGE
 DF9895'--B-53-96-66-- OVER THE YAHARA RIVER AND THE STATION ON THE RIGHT.
 DF9895'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9895'GEODETIC SURVEY CONTROL STATION DISK SET IN THE WEST END OF THE NORTH
 DF9895'BRIDGE ABUTMENT.  THE STATION IS 4.9 M WEST-NORTHWEST OF THE
 DF9895'CENTERLINE OF WEST CALEDONIA ROAD, AND 31 M SOUTH-SOUTHWEST OF THE
 DF9895'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --7601 WEST CALEDONIA ROAD--.
 DF9895
 DF9895                          STATION RECOVERY (2004)
 DF9895
 DF9895'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9895'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS AT THE NORTHWEST
 DF9895'END OF THE NORTHEAST ABUTMENT.
 DF9895
 DF9895                          STATION RECOVERY (2006)
 DF9895
 DF9895'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9895'RECOVERED IN GOOD CONDITION.
 DF9895
 DF9895                          STATION RECOVERY (2007)
 DF9895
 DF9895'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9895'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.0 M SOUTHWEST OF
 DF9895'A WHITE PLASTIC WITNESS POST.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9895'STATION ARE TREES TO THE NORTHWEST EXTENDING TO 60 DEGREES, TREES TO
 DF9895'THE SOUTHEAST EXTENDING TO 50 DEGREES, AND TREES TO THE SOUTHWEST
 DF9895'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9894 ***********************************************************************
 DF9894  DESIGNATION -  1V49
 DF9894  PID         -  DF9894
 DF9894  STATE/COUNTY-  WI/ROCK
 DF9894  COUNTRY     -  US
 DF9894  USGS QUAD   -  COOKSVILLE (2018)
 DF9894
 DF9894                         *CURRENT SURVEY CONTROL
 DF9894  ______________________________________________________________________
 DF9894* NAD 83(1986) POSITION- 42 49 29.6    (N) 089 08 42.7    (W)   HD_HELD2
 DF9894* NAVD 88 ORTHO HEIGHT -   261.471 (meters)      857.84  (feet) ADJUSTED
 DF9894  ______________________________________________________________________
 DF9894  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 DF9894  DYNAMIC HEIGHT  -        261.397 (meters)      857.60  (feet) COMP
 DF9894  MODELED GRAVITY -    980,330.6   (mgal)                       NAVD 88
 DF9894
 DF9894  VERT ORDER      -  SECOND    CLASS I
 DF9894
 DF9894.The horizontal coordinates were established by autonomous hand held GPS
 DF9894.observations and have an estimated accuracy of +/- 10 meters.
 DF9894
 DF9894.The orthometric height was determined by differential leveling and
 DF9894.adjusted by the WI DEPT OF TRANSP
 DF9894.in May 2012.
 DF9894
 DF9894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9894.GEOID18 height accuracy estimate available here.
 DF9894
 DF9894.Click photographs - Photos may exist for this station.
 DF9894
 DF9894.The dynamic height is computed by dividing the NAVD 88
 DF9894.geopotential number by the normal gravity value computed on the
 DF9894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9894.degrees latitude (g = 980.6199 gals.).
 DF9894
 DF9894.The modeled gravity was interpolated from observed gravity values.
 DF9894
 DF9894;                    North         East    Units  Estimated Accuracy
 DF9894;SPC WI S     -    91,996.      669,897.      MT  (+/- 10 meters HH2 GPS)
 DF9894
 DF9894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2464943601(NAD 83)
 DF9894
 DF9894                          SUPERSEDED SURVEY CONTROL
 DF9894
 DF9894  NAVD 88 (04/20/07)  261.452  (m)          857.78   (f) SUPERSEDED  2 1
 DF9894  NAVD 88 (02/25/04)  261.435  (m)          857.72   (f) SUPERSEDED  2 1
 DF9894
 DF9894.Superseded values are not recommended for survey control.
 DF9894
 DF9894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9894.See file dsdata.pdf to determine how the superseded data were derived.
 DF9894
 DF9894_MARKER: DD = SURVEY DISK
 DF9894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9894_STAMPING: 1V49 2002
 DF9894_MARK LOGO: WIDT
 DF9894_PROJECTION: FLUSH
 DF9894_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9894+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DF9894
 DF9894  HISTORY     - Date     Condition        Report By
 DF9894  HISTORY     - 2001     MONUMENTED       WIDT
 DF9894  HISTORY     - 20040411 GOOD             USPSQD
 DF9894  HISTORY     - 20061021 GOOD             USPSQD
 DF9894  HISTORY     - 20070807 GOOD             WIDT
 DF9894
 DF9894                          STATION DESCRIPTION
 DF9894
 DF9894'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9894'THE STATION IS LOCATED ABOUT 18 KM NORTHWEST OF JANESVILLE, 12 KM
 DF9894'SOUTHEAST OF STOUGHTON, AND 6 KM WEST OF EDGERTON.
 DF9894'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9894'STATION FROM THE JUNCTION OF US HIGHWAY 51 WITH STATE HIGHWAY 59 AT
 DF9894'THE INTERSECTION OF MAIN STREET AND FULTON STREET IN THE CITY OF
 DF9894'EDGERTON, GO WEST ON STATE HIGHWAY 59 (FULTON STREET) FOR 6.0 KM TO
 DF9894'COUNTY HIGHWAY H (AHEAD), CONTINUE WEST ON STATE HIGHWAY 59 FOR 1.1
 DF9894'KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE WISCONSIN
 DF9894'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9894'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9894'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M
 DF9894'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 59, 67 M SOUTHEAST OF POWER
 DF9894'POLE --2G12W6 4-11-12 1427--, 31.4 M SOUTHWEST OF POWER POLE --2G12W7
 DF9894'4-11-12 1727--, AND 1 M NORTH OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9894'STATION IS NORTHWEST, NORTHEAST AND SOUTH OF THREE WHITE PLASTIC
 DF9894'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9894'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 DF9894'POLE TO THE NORTHEAST EXTENDING TO 66 DEGREES.
 DF9894
 DF9894                          STATION RECOVERY (2004)
 DF9894
 DF9894'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9894'RECOVERED IN GOOD CONDITION.  NOTE-- THE THE EASTERN WHITE WITNESS
 DF9894'POST IS BROKEN OFF 6 INCHES ABOVE GROUND LEVEL.
 DF9894
 DF9894                          STATION RECOVERY (2006)
 DF9894
 DF9894'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9894'ONLY TWO WHITE PLASTIC WITNESS POSTS REMAIN
 DF9894
 DF9894                          STATION RECOVERY (2007)
 DF9894
 DF9894'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9894'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 DF9894'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9894'NOTE-- THE MONUMENT IS RECESSED 14 CM BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9893 ***********************************************************************
 DF9893  DESIGNATION -  1V50
 DF9893  PID         -  DF9893
 DF9893  STATE/COUNTY-  WI/ROCK
 DF9893  COUNTRY     -  US
 DF9893  USGS QUAD   -  EDGERTON (2018)
 DF9893
 DF9893                         *CURRENT SURVEY CONTROL
 DF9893  ______________________________________________________________________
 DF9893* NAD 83(1986) POSITION- 42 49 56.8    (N) 089 07 22.4    (W)   HD_HELD2
 DF9893* NAVD 88 ORTHO HEIGHT -   267.271 (meters)      876.87  (feet) ADJUSTED
 DF9893  ______________________________________________________________________
 DF9893  GEOID HEIGHT    -        -34.111 (meters)                     GEOID18
 DF9893  DYNAMIC HEIGHT  -        267.195 (meters)      876.62  (feet) COMP
 DF9893  MODELED GRAVITY -    980,332.1   (mgal)                       NAVD 88
 DF9893
 DF9893  VERT ORDER      -  SECOND    CLASS I
 DF9893
 DF9893.The horizontal coordinates were established by autonomous hand held GPS
 DF9893.observations and have an estimated accuracy of +/- 10 meters.
 DF9893
 DF9893.The orthometric height was determined by differential leveling and
 DF9893.adjusted by the WI DEPT OF TRANSP
 DF9893.in May 2012.
 DF9893
 DF9893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9893.GEOID18 height accuracy estimate available here.
 DF9893
 DF9893.Click photographs - Photos may exist for this station.
 DF9893
 DF9893.The dynamic height is computed by dividing the NAVD 88
 DF9893.geopotential number by the normal gravity value computed on the
 DF9893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9893.degrees latitude (g = 980.6199 gals.).
 DF9893
 DF9893.The modeled gravity was interpolated from observed gravity values.
 DF9893
 DF9893;                    North         East    Units  Estimated Accuracy
 DF9893;SPC WI S     -    92,854.      671,712.      MT  (+/- 10 meters HH2 GPS)
 DF9893
 DF9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2649444394(NAD 83)
 DF9893
 DF9893                          SUPERSEDED SURVEY CONTROL
 DF9893
 DF9893  NAVD 88 (04/20/07)  267.251  (m)          876.81   (f) SUPERSEDED  2 1
 DF9893  NAVD 88 (02/25/04)  267.233  (m)          876.75   (f) SUPERSEDED  2 1
 DF9893
 DF9893.Superseded values are not recommended for survey control.
 DF9893
 DF9893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9893.See file dsdata.pdf to determine how the superseded data were derived.
 DF9893
 DF9893_MARKER: DD = SURVEY DISK
 DF9893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9893_STAMPING: 1V50 2002
 DF9893_MARK LOGO: WIDT
 DF9893_PROJECTION: FLUSH
 DF9893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9893+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DF9893
 DF9893  HISTORY     - Date     Condition        Report By
 DF9893  HISTORY     - 2001     MONUMENTED       WIDT
 DF9893  HISTORY     - 20040411 GOOD             USPSQD
 DF9893  HISTORY     - 20061021 GOOD             USPSQD
 DF9893  HISTORY     - 20070807 GOOD             WIDT
 DF9893
 DF9893                          STATION DESCRIPTION
 DF9893
 DF9893'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9893'TH E STATION IS LOCATED ABOUT 18 KM NORTH-NORTHWEST OF JANESVILLE, 12
 DF9893'KM SOUTHEAST OF STOUGHTON, AND 4 KM WEST OF EDGERTON.
 DF9893'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9893'STATION FROM THE JUNCTION US HIGHWAY 51 WITH STATE HIGHWAY 59 AT THE
 DF9893'INTERSECTION OF MAIN STREET AND FULTON STREET IN THE CITY OF
 DF9893'EDGERTON, GO WEST ON STATE HIGHWAY 59 (FULTON STREET) FOR 4.6 KM TO
 DF9893'BUBLITZ ROAD ON THE RIGHT AND THE STATION ON THE LEFT.    THE STATION
 DF9893'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9893'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9893'SET TO A DEPTH OF 2.4 M AND ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.
 DF9893'THE STATION IS 9.5 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 59, 83
 DF9893'M WEST OF THE EXTENDED CENTERLINE OF BUBLITZ ROAD, 27.5 M SOUTHEAST
 DF9893'OF POWER POLE --2D6L11--, AND 5 M NORTH OF A CULTIVATED FIELD.
 DF9893'---NOTE---THE STATION IS 1.0 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DF9893'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DF9893'BEING NEXT TO A TREE.
 DF9893
 DF9893                          STATION RECOVERY (2004)
 DF9893
 DF9893'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9893'RECOVERED IN GOOD CONDITION.
 DF9893
 DF9893                          STATION RECOVERY (2006)
 DF9893
 DF9893'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9893'RECOVERED IN GOOD CONDITION.
 DF9893
 DF9893                          STATION RECOVERY (2007)
 DF9893
 DF9893'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9893'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 93.5 M EAST OF A
 DF9893'--NO PASSING ZONE-- WOOD SIGN POST.  NOTE-- THE MONUMENT IS RECESSED 6
 DF9893'CM BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9892 ***********************************************************************
 DF9892  DESIGNATION -  1V51
 DF9892  PID         -  DF9892
 DF9892  STATE/COUNTY-  WI/ROCK
 DF9892  COUNTRY     -  US
 DF9892  USGS QUAD   -  EDGERTON (2018)
 DF9892
 DF9892                         *CURRENT SURVEY CONTROL
 DF9892  ______________________________________________________________________
 DF9892* NAD 83(1986) POSITION- 42 50 12.9    (N) 089 06 07.5    (W)   HD_HELD2
 DF9892* NAVD 88 ORTHO HEIGHT -   263.443 (meters)      864.31  (feet) ADJUSTED
 DF9892  ______________________________________________________________________
 DF9892  GEOID HEIGHT    -        -34.116 (meters)                     GEOID18
 DF9892  DYNAMIC HEIGHT  -        263.369 (meters)      864.07  (feet) COMP
 DF9892  MODELED GRAVITY -    980,333.4   (mgal)                       NAVD 88
 DF9892
 DF9892  VERT ORDER      -  SECOND    CLASS I
 DF9892
 DF9892.The horizontal coordinates were established by autonomous hand held GPS
 DF9892.observations and have an estimated accuracy of +/- 10 meters.
 DF9892
 DF9892.The orthometric height was determined by differential leveling and
 DF9892.adjusted by the WI DEPT OF TRANSP
 DF9892.in May 2012.
 DF9892
 DF9892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9892.GEOID18 height accuracy estimate available here.
 DF9892
 DF9892.Click photographs - Photos may exist for this station.
 DF9892
 DF9892.The dynamic height is computed by dividing the NAVD 88
 DF9892.geopotential number by the normal gravity value computed on the
 DF9892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9892.degrees latitude (g = 980.6199 gals.).
 DF9892
 DF9892.The modeled gravity was interpolated from observed gravity values.
 DF9892
 DF9892;                    North         East    Units  Estimated Accuracy
 DF9892;SPC WI S     -    93,369.      673,408.      MT  (+/- 10 meters HH2 GPS)
 DF9892
 DF9892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2820744848(NAD 83)
 DF9892
 DF9892                          SUPERSEDED SURVEY CONTROL
 DF9892
 DF9892  NAVD 88 (04/20/07)  263.423  (m)          864.25   (f) SUPERSEDED  2 1
 DF9892  NAVD 88 (02/25/04)  263.403  (m)          864.18   (f) SUPERSEDED  2 1
 DF9892
 DF9892.Superseded values are not recommended for survey control.
 DF9892
 DF9892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9892.See file dsdata.pdf to determine how the superseded data were derived.
 DF9892
 DF9892_MARKER: DD = SURVEY DISK
 DF9892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9892_STAMPING: 1V51 2002
 DF9892_MARK LOGO: WIDT
 DF9892_PROJECTION: FLUSH
 DF9892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9892+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 DF9892
 DF9892  HISTORY     - Date     Condition        Report By
 DF9892  HISTORY     - 2001     MONUMENTED       WIDT
 DF9892  HISTORY     - 20040411 GOOD             USPSQD
 DF9892  HISTORY     - 20061021 GOOD             USPSQD
 DF9892
 DF9892                          STATION DESCRIPTION
 DF9892
 DF9892'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9892'THE STATION IS LOCATED ABOUT 18 KM NORTH-NORTHWEST OF JANESVILLE IN
 DF9892'EDGERTON. OWNERSHIP--CITY OF EDGERTON.   TO REACH THE STATION FROM THE
 DF9892'JUNCTION OF US HIGHWAY 51 WITH STATE HIGHWAY 59 AT THE INTERSECTION
 DF9892'OF MAIN STREET AND FULTON STREET IN THE CITY OF EDGERTON, GO WEST,
 DF9892'THEN SOUTH ON STATE HIGHWAY 59 (FULTON STREET) FOR 1.8 KM TO WHERE
 DF9892'FULTON STREET TURNS TO THE WEST AND STATE HIGHWAY 59 CONTINUES SOUTH,
 DF9892'TURN RIGHT AND GO WEST ON FULTON STREET FOR 0.9 KM TO DALLMAN ROAD
 DF9892'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9892'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9892'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9892'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.3 M WEST OF
 DF9892'THE CENTERLINE OF DALLMAN ROAD, 50 M NORTH OF THE EXTENDED CENTERLINE
 DF9892'OF FULTON STREET, 31.1 M NORTHWEST OF POWER POLE --2D5R 6--, AND 5 M
 DF9892'EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST, NORTHWEST
 DF9892'AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9892'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9892'ABOVE THE HORIZON.
 DF9892
 DF9892                          STATION RECOVERY (2004)
 DF9892
 DF9892'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9892'RECOVERED IN GOOD CONDITION.
 DF9892
 DF9892                          STATION RECOVERY (2006)
 DF9892
 DF9892'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9656 ***********************************************************************
 DF9656  DESIGNATION -  1W01
 DF9656  PID         -  DF9656
 DF9656  STATE/COUNTY-  WI/WALWORTH
 DF9656  COUNTRY     -  US
 DF9656  USGS QUAD   -  ELKHORN (2018)
 DF9656
 DF9656                         *CURRENT SURVEY CONTROL
 DF9656  ______________________________________________________________________
 DF9656* NAD 83(1986) POSITION- 42 39 26.09   (N) 088 35 25.92   (W)   HD_HELD1
 DF9656* NAVD 88 ORTHO HEIGHT -   294.975 (meters)      967.76  (feet) ADJUSTED
 DF9656  ______________________________________________________________________
 DF9656  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 DF9656  DYNAMIC HEIGHT  -        294.888 (meters)      967.48  (feet) COMP
 DF9656  MODELED GRAVITY -    980,319.1   (mgal)                       NAVD 88
 DF9656
 DF9656  VERT ORDER      -  SECOND    CLASS I
 DF9656
 DF9656.The horizontal coordinates were determined by differentially corrected
 DF9656.hand held GPS observations or other comparable positioning techniques
 DF9656.and have an estimated accuracy of +/- 3 meters.
 DF9656
 DF9656.The orthometric height was determined by differential leveling and
 DF9656.adjusted by the WI DEPT OF TRANSP
 DF9656.in May 2012.
 DF9656
 DF9656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9656.GEOID18 height accuracy estimate available here.
 DF9656
 DF9656.Click photographs - Photos may exist for this station.
 DF9656
 DF9656.The dynamic height is computed by dividing the NAVD 88
 DF9656.geopotential number by the normal gravity value computed on the
 DF9656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9656.degrees latitude (g = 980.6199 gals.).
 DF9656
 DF9656.The modeled gravity was interpolated from observed gravity values.
 DF9656
 DF9656;                    North         East    Units  Estimated Accuracy
 DF9656;SPC WI S     -    73,991.6     715,562.4     MT  (+/- 3 meters HH1 GPS) 
 DF9656
 DF9656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6963823980(NAD 83)
 DF9656
 DF9656                          SUPERSEDED SURVEY CONTROL
 DF9656
 DF9656  NAVD 88 (04/20/07)  294.950  (m)          967.68   (f) SUPERSEDED  2 1
 DF9656  NAVD 88 (02/25/04)  294.956  (m)          967.70   (f) SUPERSEDED  2 1
 DF9656
 DF9656.Superseded values are not recommended for survey control.
 DF9656
 DF9656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9656.See file dsdata.pdf to determine how the superseded data were derived.
 DF9656
 DF9656_MARKER: DD = SURVEY DISK
 DF9656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9656_STAMPING: 1W01 2002
 DF9656_MARK LOGO: WIDT
 DF9656_PROJECTION: FLUSH
 DF9656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9656+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 DF9656
 DF9656  HISTORY     - Date     Condition        Report By
 DF9656  HISTORY     - 2001     MONUMENTED       WIDT
 DF9656  HISTORY     - 20060808 GOOD             WIDT
 DF9656
 DF9656                          STATION DESCRIPTION
 DF9656
 DF9656'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9656'THE STATION IS LOCATED ABOUT 32 KM EAST OF JANESVILLE, 22 KM
 DF9656'SOUTH-SOUTHWEST OF WHITEWATER AND 4 KM SOUTHWEST OF ELKHORN.
 DF9656'OWNERSHIP--TOWN OF DELAVAN. TO REACH THE STATION FROM THE JUNCTION OF
 DF9656'STATE HIGHWAY 11 (WALWORTH STREET) AND STATE HIGHWAY 67 (WISCONSIN
 DF9656'STREET) IN THE CITY OF ELKHORN, GO SOUTHWEST ON STATE HIGHWAY 11
 DF9656'(WALWORTH STREET) FOR 4.3 KM TO COUNTY HIGHWAY F ON THE LEFT AND
 DF9656'BRIGGS ROAD AND THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9656'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9656'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9656'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9656'IS 9.4 M WEST OF THE CENTERLINE OF BRIGGS ROAD, 55.5 M NORTH OF THE
 DF9656'CENTERLINE OF STATE HIGHWAY 11, 17.2 M WEST-SOUTHWEST OF A METAL POST
 DF9656'FOR A --CLASS B HIGHWAY-- SIGN, AND 3 M EAST OF A CULTIVATED FIELD.
 DF9656'---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF THREE WHITE PLASTIC
 DF9656'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9656'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT A POWER
 DF9656'POLE TO THE SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DF9656
 DF9656                          STATION RECOVERY (2006)
 DF9656
 DF9656'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9656'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9656'STATION ARE TREES IN THE SOUTHWEST QUADRANTS EXTENDING TO 30 DEGREES
 DF9656'AND A TREE TO THE NORTH EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9655 ***********************************************************************
 DF9655  DESIGNATION -  1W02
 DF9655  PID         -  DF9655
 DF9655  STATE/COUNTY-  WI/WALWORTH
 DF9655  COUNTRY     -  US
 DF9655  USGS QUAD   -  ELKHORN (2018)
 DF9655
 DF9655                         *CURRENT SURVEY CONTROL
 DF9655  ______________________________________________________________________
 DF9655* NAD 83(1986) POSITION- 42 40 19.50   (N) 088 35 25.98   (W)   HD_HELD1
 DF9655* NAVD 88 ORTHO HEIGHT -   316.163 (meters)     1037.28  (feet) ADJUSTED
 DF9655  ______________________________________________________________________
 DF9655  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 DF9655  DYNAMIC HEIGHT  -        316.071 (meters)     1036.98  (feet) COMP
 DF9655  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 DF9655
 DF9655  VERT ORDER      -  SECOND    CLASS I
 DF9655
 DF9655.The horizontal coordinates were determined by differentially corrected
 DF9655.hand held GPS observations or other comparable positioning techniques
 DF9655.and have an estimated accuracy of +/- 3 meters.
 DF9655
 DF9655.The orthometric height was determined by differential leveling and
 DF9655.adjusted by the WI DEPT OF TRANSP
 DF9655.in May 2012.
 DF9655
 DF9655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9655.GEOID18 height accuracy estimate available here.
 DF9655
 DF9655.Click photographs - Photos may exist for this station.
 DF9655
 DF9655.The dynamic height is computed by dividing the NAVD 88
 DF9655.geopotential number by the normal gravity value computed on the
 DF9655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9655.degrees latitude (g = 980.6199 gals.).
 DF9655
 DF9655.The modeled gravity was interpolated from observed gravity values.
 DF9655
 DF9655;                    North         East    Units  Estimated Accuracy
 DF9655;SPC WI S     -    75,639.5     715,533.2     MT  (+/- 3 meters HH1 GPS) 
 DF9655
 DF9655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6966825627(NAD 83)
 DF9655
 DF9655                          SUPERSEDED SURVEY CONTROL
 DF9655
 DF9655  NAVD 88 (04/20/07)  316.138  (m)         1037.20   (f) SUPERSEDED  2 1
 DF9655  NAVD 88 (02/25/04)  316.141  (m)         1037.21   (f) SUPERSEDED  2 1
 DF9655
 DF9655.Superseded values are not recommended for survey control.
 DF9655
 DF9655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9655.See file dsdata.pdf to determine how the superseded data were derived.
 DF9655
 DF9655_MARKER: DD = SURVEY DISK
 DF9655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9655_STAMPING: 1W02 2002
 DF9655_MARK LOGO: WIDT
 DF9655_PROJECTION: FLUSH
 DF9655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9655+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 DF9655
 DF9655  HISTORY     - Date     Condition        Report By
 DF9655  HISTORY     - 2001     MONUMENTED       WIDT
 DF9655  HISTORY     - 20060808 GOOD             WIDT
 DF9655
 DF9655                          STATION DESCRIPTION
 DF9655
 DF9655'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9655'THE STATION IS LOCATED ABOUT 30 KM EAST-SOUTHEAST OF JANESVILLE, 21
 DF9655'KM SOUTHEAST OF WHITEWATER AND 4 KM WEST-NORTHWEST OF ELKHORN.
 DF9655'OWNERSHIP--TOWN OF SUGAR CREEK.  TO REACH THE STATION FROM THE
 DF9655'JUNCTION OF STATE HIGHWAY 11 (WALWORTH STREET) WITH STATE HIGHWAY 67
 DF9655'(WISCONSIN STREET) IN THE CITY OF ELKHORN, GO SOUTHWEST ON STATE
 DF9655'HIGHWAY 11 (WALWORTH STREET) FOR 4.3 KM TO COUNTY HIGHWAY F SOUTH ON
 DF9655'THE LEFT AND BRIGGS ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DF9655'BRIGGS ROAD FOR 1.7 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9655'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9655'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9655'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9655'IS 9.2 M WEST OF THE CENTERLINE OF BRIGGS ROAD, 0.2 KM SOUTH OF THE
 DF9655'CENTERLINE OF RYAN DRIVE, 21.9 M SOUTH-SOUTHWEST OF A METAL POST FOR
 DF9655'A --SCHOOL BUS STOP AHEAD-- SIGN, AND 1 M EAST OF A CULTIVATED FIELD.
 DF9655'---NOTE---THE STATION IS SOUTH, NORTH AND WEST OF THREE WHITE
 DF9655'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9655'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9655
 DF9655                          STATION RECOVERY (2006)
 DF9655
 DF9655'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9655'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.18 MILE NORTH OF
 DF9655'AMOS ROAD AND 0.12 MILE SOUTH OF BRIAN DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9653 ***********************************************************************
 DF9653  DESIGNATION -  1W03
 DF9653  PID         -  DF9653
 DF9653  STATE/COUNTY-  WI/WALWORTH
 DF9653  COUNTRY     -  US
 DF9653  USGS QUAD   -  ELKHORN (2018)
 DF9653
 DF9653                         *CURRENT SURVEY CONTROL
 DF9653  ______________________________________________________________________
 DF9653* NAD 83(1986) POSITION- 42 42 35.01   (N) 088 34 54.37   (W)   HD_HELD1
 DF9653* NAVD 88 ORTHO HEIGHT -   274.455 (meters)      900.44  (feet) ADJUSTED
 DF9653  ______________________________________________________________________
 DF9653  GEOID HEIGHT    -        -34.041 (meters)                     GEOID18
 DF9653  DYNAMIC HEIGHT  -        274.376 (meters)      900.18  (feet) COMP
 DF9653  MODELED GRAVITY -    980,325.4   (mgal)                       NAVD 88
 DF9653
 DF9653  VERT ORDER      -  SECOND    CLASS I
 DF9653
 DF9653.The horizontal coordinates were determined by differentially corrected
 DF9653.hand held GPS observations or other comparable positioning techniques
 DF9653.and have an estimated accuracy of +/- 3 meters.
 DF9653
 DF9653.The orthometric height was determined by differential leveling and
 DF9653.adjusted by the WI DEPT OF TRANSP
 DF9653.in May 2012.
 DF9653
 DF9653.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9653.GEOID18 height accuracy estimate available here.
 DF9653
 DF9653.Click photographs - Photos may exist for this station.
 DF9653
 DF9653.The dynamic height is computed by dividing the NAVD 88
 DF9653.geopotential number by the normal gravity value computed on the
 DF9653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9653.degrees latitude (g = 980.6199 gals.).
 DF9653
 DF9653.The modeled gravity was interpolated from observed gravity values.
 DF9653
 DF9653;                    North         East    Units  Estimated Accuracy
 DF9653;SPC WI S     -    79,832.6     716,181.7     MT  (+/- 3 meters HH1 GPS) 
 DF9653
 DF9653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7046529794(NAD 83)
 DF9653
 DF9653                          SUPERSEDED SURVEY CONTROL
 DF9653
 DF9653  NAVD 88 (04/20/07)  274.430  (m)          900.36   (f) SUPERSEDED  2 1
 DF9653  NAVD 88 (02/25/04)  274.424  (m)          900.34   (f) SUPERSEDED  2 1
 DF9653
 DF9653.Superseded values are not recommended for survey control.
 DF9653
 DF9653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9653.See file dsdata.pdf to determine how the superseded data were derived.
 DF9653
 DF9653_MARKER: DD = SURVEY DISK
 DF9653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9653_STAMPING: 1W03 2002
 DF9653_MARK LOGO: WIDT
 DF9653_PROJECTION: FLUSH
 DF9653_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9653+STABILITY: SURFACE MOTION
 DF9653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9653+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 DF9653
 DF9653  HISTORY     - Date     Condition        Report By
 DF9653  HISTORY     - 2001     MONUMENTED       WIDT
 DF9653  HISTORY     - 20060808 GOOD             WIDT
 DF9653
 DF9653                          STATION DESCRIPTION
 DF9653
 DF9653'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9653'THE STATION IS LOCATED ABOUT 25 KM WEST OF BURLINGTON, 18 KM
 DF9653'SOUTHEAST OF WHITEWATER AND 5 KM NORTH NORTHWEST OF ELKHORN.
 DF9653'OWNERSHIP--WALWORTH COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9653'OF US HIGHWAY 12 WITH STATE HIGHWAY 67 ABOUT 15 KM SOUTHEAST OF THE
 DF9653'CITY OF WHITEWATER, GO SOUTH ON US HIGHWAY 12 FOR 10.8 KM SCHMIDT
 DF9653'ROAD ON THE RIGHT AND POTTER ROAD ON THE LEFT, TURN RIGHT AND GO WEST
 DF9653'ON SCHMIDT ROAD FOR 3.0 KM TO COUNTY HIGHWAY H, TURN RIGHT AND GO
 DF9653'NORTHWEST ON COUNTY HIGHWAY H FOR 0.5 KM TO THE STATION ON THE LEFT.
 DF9653'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9653'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9653'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.0 M, SET ON BEDROCK AND
 DF9653'ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.0 M WEST OF
 DF9653'THE CENTERLINE OF COUNTY HIGHWAY H, 1.2 KM SOUTH OF THE CENTERLINE OF
 DF9653'PIERCE ROAD, 0.2 KM NORTH OF THE CENTERLINE OF COBBIE ROAD, 6 M NORTH
 DF9653'OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, AND 1 M EAST OF A
 DF9653'CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF
 DF9653'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9653'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9653'HORIZON.
 DF9653
 DF9653                          STATION RECOVERY (2006)
 DF9653
 DF9653'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9653'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.4 M NORTH OF THE
 DF9653'EXTENDED CENTERLINE OF THE NORTH OF TWO FIELD ENTRANCES, WHICH IS
 DF9653'GATED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9652 ***********************************************************************
 DF9652  DESIGNATION -  1W04
 DF9652  PID         -  DF9652
 DF9652  STATE/COUNTY-  WI/WALWORTH
 DF9652  COUNTRY     -  US
 DF9652  USGS QUAD   -  ELKHORN (2018)
 DF9652
 DF9652                         *CURRENT SURVEY CONTROL
 DF9652  ______________________________________________________________________
 DF9652* NAD 83(1986) POSITION- 42 43 50.86   (N) 088 34 56.06   (W)   HD_HELD1
 DF9652* NAVD 88 ORTHO HEIGHT -   277.854 (meters)      911.59  (feet) ADJUSTED
 DF9652  ______________________________________________________________________
 DF9652  GEOID HEIGHT    -        -34.056 (meters)                     GEOID18
 DF9652  DYNAMIC HEIGHT  -        277.774 (meters)      911.33  (feet) COMP
 DF9652  MODELED GRAVITY -    980,327.9   (mgal)                       NAVD 88
 DF9652
 DF9652  VERT ORDER      -  SECOND    CLASS I
 DF9652
 DF9652.The horizontal coordinates were determined by differentially corrected
 DF9652.hand held GPS observations or other comparable positioning techniques
 DF9652.and have an estimated accuracy of +/- 3 meters.
 DF9652
 DF9652.The orthometric height was determined by differential leveling and
 DF9652.adjusted by the WI DEPT OF TRANSP
 DF9652.in May 2012.
 DF9652
 DF9652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9652.GEOID18 height accuracy estimate available here.
 DF9652
 DF9652.Click photographs - Photos may exist for this station.
 DF9652
 DF9652.The dynamic height is computed by dividing the NAVD 88
 DF9652.geopotential number by the normal gravity value computed on the
 DF9652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9652.degrees latitude (g = 980.6199 gals.).
 DF9652
 DF9652.The modeled gravity was interpolated from observed gravity values.
 DF9652
 DF9652;                    North         East    Units  Estimated Accuracy
 DF9652;SPC WI S     -    82,172.2     716,103.5     MT  (+/- 3 meters HH1 GPS) 
 DF9652
 DF9652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7047132134(NAD 83)
 DF9652
 DF9652                          SUPERSEDED SURVEY CONTROL
 DF9652
 DF9652  NAVD 88 (04/20/07)  277.829  (m)          911.51   (f) SUPERSEDED  2 1
 DF9652  NAVD 88 (02/25/04)  277.818  (m)          911.47   (f) SUPERSEDED  2 1
 DF9652
 DF9652.Superseded values are not recommended for survey control.
 DF9652
 DF9652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9652.See file dsdata.pdf to determine how the superseded data were derived.
 DF9652
 DF9652_MARKER: DD = SURVEY DISK
 DF9652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9652_STAMPING: 1W04 2002
 DF9652_MARK LOGO: WIDT
 DF9652_PROJECTION: FLUSH
 DF9652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9652+STABILITY: SURFACE MOTION
 DF9652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9652+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9652
 DF9652  HISTORY     - Date     Condition        Report By
 DF9652  HISTORY     - 2001     MONUMENTED       WIDT
 DF9652
 DF9652                          STATION DESCRIPTION
 DF9652
 DF9652'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9652'THE STATION IS LOCATED ABOUT 17 KM SOUTHEAST OF WHITEWATER, 16 KM
 DF9652'SOUTH OF PALMYRA AND 7 KM NORTH OF ELKHORN. OWNERSHIP--WALWORTH
 DF9652'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH
 DF9652'STATE HIGHWAY 67 ABOUT 15 KM SOUTHEAST OF THE CITY OF WHITEWATER, GO
 DF9652'SOUTH ON US HIGHWAY 12 FOR 6.6 KM TO COUNTY HIGHWAY A, TURN RIGHT AND
 DF9652'GO WEST ON COUNTY HIGHWAY A FOR 2.8 KM TO COUNTY HIGHWAY H ON THE
 DF9652'LEFT, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY H FOR 0.3 KM TO THE
 DF9652'STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9652'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9652'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9652'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 8.1 M WEST OF THE
 DF9652'CENTERLINE OF COUNTY HIGHWAY H, 0.3 KM NORTH OF THE CENTERLINE OF
 DF9652'LAKE SHORE DRIVE, 103 M NORTH OF A TELEPHONE PEDESTAL, 53.1 M SOUTH
 DF9652'OF THE TOP CENTER OF THE WEST END OF A 42-CM DIAMETER CORRUGATED
 DF9652'METAL CULVERT PIPE, AND 2.6 M EAST OF A BARBED WIRE FENCE.
 DF9652'---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF THREE WHITE PLASTIC
 DF9652'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9652'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9650 ***********************************************************************
 DF9650  DESIGNATION -  1W05
 DF9650  PID         -  DF9650
 DF9650  STATE/COUNTY-  WI/WALWORTH
 DF9650  COUNTRY     -  US
 DF9650  USGS QUAD   -  LITTLE PRAIRIE (2018)
 DF9650
 DF9650                         *CURRENT SURVEY CONTROL
 DF9650  ______________________________________________________________________
 DF9650* NAD 83(1986) POSITION- 42 45 30.5    (N) 088 36 11.3    (W)   HD_HELD2
 DF9650* NAVD 88 ORTHO HEIGHT -   290.318 (meters)      952.49  (feet) ADJUSTED
 DF9650  ______________________________________________________________________
 DF9650  GEOID HEIGHT    -        -34.059 (meters)                     GEOID18
 DF9650  DYNAMIC HEIGHT  -        290.236 (meters)      952.22  (feet) COMP
 DF9650  MODELED GRAVITY -    980,332.0   (mgal)                       NAVD 88
 DF9650
 DF9650  VERT ORDER      -  SECOND    CLASS I
 DF9650
 DF9650.The horizontal coordinates were established by autonomous hand held GPS
 DF9650.observations and have an estimated accuracy of +/- 10 meters.
 DF9650
 DF9650.The orthometric height was determined by differential leveling and
 DF9650.adjusted by the WI DEPT OF TRANSP
 DF9650.in May 2012.
 DF9650
 DF9650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9650.GEOID18 height accuracy estimate available here.
 DF9650
 DF9650.Click photographs - Photos may exist for this station.
 DF9650
 DF9650.The dynamic height is computed by dividing the NAVD 88
 DF9650.geopotential number by the normal gravity value computed on the
 DF9650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9650.degrees latitude (g = 980.6199 gals.).
 DF9650
 DF9650.The modeled gravity was interpolated from observed gravity values.
 DF9650
 DF9650;                    North         East    Units  Estimated Accuracy
 DF9650;SPC WI S     -    85,218.      714,341.      MT  (+/- 10 meters HH2 GPS)
 DF9650
 DF9650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6881835240(NAD 83)
 DF9650
 DF9650                          SUPERSEDED SURVEY CONTROL
 DF9650
 DF9650  NAVD 88 (04/20/07)  290.293  (m)          952.40   (f) SUPERSEDED  2 1
 DF9650  NAVD 88 (02/25/04)  290.274  (m)          952.34   (f) SUPERSEDED  2 1
 DF9650
 DF9650.Superseded values are not recommended for survey control.
 DF9650
 DF9650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9650.See file dsdata.pdf to determine how the superseded data were derived.
 DF9650
 DF9650_MARKER: DD = SURVEY DISK
 DF9650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9650_STAMPING: 1W05 2002
 DF9650_MARK LOGO: WIDT
 DF9650_PROJECTION: FLUSH
 DF9650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9650+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 DF9650
 DF9650  HISTORY     - Date     Condition        Report By
 DF9650  HISTORY     - 2001     MONUMENTED       WIDT
 DF9650  HISTORY     - 20060808 GOOD             WIDT
 DF9650
 DF9650                          STATION DESCRIPTION
 DF9650
 DF9650'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9650'THE STATION IS LOCATED ABOUT 14 KM SOUTH OF PALMYRA, 13 KM SOUTHEAST
 DF9650'OF WHITEWATER AND 11 KM NORTH-NORTHWEST OF ELKHORN.
 DF9650'OWNERSHIP--WALWORTH COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9650'OF US HIGHWAY 12 WITH STATE HIGHWAY 20 ABOUT 15 KM SOUTHEAST OF THE
 DF9650'CITY OF WHITEWATER, GO WEST ON US HIGHWAY 12 FOR 3.1 KM TO COUNTY
 DF9650'HIGHWAY H, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY H FOR 4.2 KM TO
 DF9650'BUBBLING SPRING DRIVE, CONTINUE SOUTH ON COUNTY HIGHWAY H FOR 0.2 KM
 DF9650'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9650'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9650'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.0 M,
 DF9650'SET ON BEDROCK AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9650'STATION IS 10.7 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY H, 71 M
 DF9650'NORTH OF PRIVATE ENTRANCE --N7357--, 29.3 M NORTH OF THE TOP CENTER
 DF9650'OF THE NORTH END OF A 40-CM DIAMETER CORRUGATED METAL CULVERT PIPE,
 DF9650'AND 2 M EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS WEST,
 DF9650'NORTH AND SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9650'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9650'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9650
 DF9650                          STATION RECOVERY (2006)
 DF9650
 DF9650'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9650'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 MILE NORTH OF
 DF9650'COUNTRY SIDE LANE, 5.1 M NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 DF9650'--N7375--, AND 3.9 M WEST-NORTHWEST OF THE TOP CENTER OF A 40-CM
 DF9650'DIAMETER METAL CULVERT PIPE.  NOTE-- THERE ARE NO WITNESS POSTS
 DF9650'PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9649 ***********************************************************************
 DF9649  DESIGNATION -  1W06
 DF9649  PID         -  DF9649
 DF9649  STATE/COUNTY-  WI/WALWORTH
 DF9649  COUNTRY     -  US
 DF9649  USGS QUAD   -  LITTLE PRAIRIE (2018)
 DF9649
 DF9649                         *CURRENT SURVEY CONTROL
 DF9649  ______________________________________________________________________
 DF9649* NAD 83(1986) POSITION- 42 46 41.33   (N) 088 36 02.46   (W)   HD_HELD1
 DF9649* NAVD 88 ORTHO HEIGHT -   290.212 (meters)      952.14  (feet) ADJUSTED
 DF9649  ______________________________________________________________________
 DF9649  GEOID HEIGHT    -        -34.081 (meters)                     GEOID18
 DF9649  DYNAMIC HEIGHT  -        290.132 (meters)      951.87  (feet) COMP
 DF9649  MODELED GRAVITY -    980,334.6   (mgal)                       NAVD 88
 DF9649
 DF9649  VERT ORDER      -  SECOND    CLASS I
 DF9649
 DF9649.The horizontal coordinates were determined by differentially corrected
 DF9649.hand held GPS observations or other comparable positioning techniques
 DF9649.and have an estimated accuracy of +/- 3 meters.
 DF9649
 DF9649.The orthometric height was determined by differential leveling and
 DF9649.adjusted by the WI DEPT OF TRANSP
 DF9649.in May 2012.
 DF9649
 DF9649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9649.GEOID18 height accuracy estimate available here.
 DF9649
 DF9649.Click photographs - Photos may exist for this station.
 DF9649
 DF9649.The dynamic height is computed by dividing the NAVD 88
 DF9649.geopotential number by the normal gravity value computed on the
 DF9649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9649.degrees latitude (g = 980.6199 gals.).
 DF9649
 DF9649.The modeled gravity was interpolated from observed gravity values.
 DF9649
 DF9649;                    North         East    Units  Estimated Accuracy
 DF9649;SPC WI S     -    87,406.2     714,504.9     MT  (+/- 3 meters HH1 GPS) 
 DF9649
 DF9649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6906137421(NAD 83)
 DF9649
 DF9649                          SUPERSEDED SURVEY CONTROL
 DF9649
 DF9649  NAVD 88 (04/20/07)  290.188  (m)          952.06   (f) SUPERSEDED  2 1
 DF9649  NAVD 88 (02/25/04)  290.164  (m)          951.98   (f) SUPERSEDED  2 1
 DF9649
 DF9649.Superseded values are not recommended for survey control.
 DF9649
 DF9649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9649.See file dsdata.pdf to determine how the superseded data were derived.
 DF9649
 DF9649_MARKER: DD = SURVEY DISK
 DF9649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9649_STAMPING: 1W06 2002
 DF9649_MARK LOGO: WIDT
 DF9649_PROJECTION: FLUSH
 DF9649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9649+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 DF9649
 DF9649  HISTORY     - Date     Condition        Report By
 DF9649  HISTORY     - 2001     MONUMENTED       WIDT
 DF9649  HISTORY     - 20060808 GOOD             WIDT
 DF9649
 DF9649                          STATION DESCRIPTION
 DF9649
 DF9649'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9649'THE STATION IS LOCATED ABOUT 15 KM SOUTHWEST OF EAGLE, 12 KM
 DF9649'SOUTHEAST OF WHITEWATER, AND 11 KM SOUTH OF PALMYRA.  OWNERSHIP--TOWN
 DF9649'OF LA GRANGE. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12
 DF9649'WITH STATE HIGHWAY 20 ABOUT 15 KM SOUTHEAST OF THE CITY OF
 DF9649'WHITEWATER, GO WEST ON US HIGHWAY 12 FOR 3.1 KM TO COUNTY HIGHWAY H,
 DF9649'TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY H FOR 2.4 KM TO TERRITORIAL
 DF9649'ROAD, TURN LEFT AND GO NORTHEAST ON TERRITORIAL ROAD FOR 0.2 KM TO
 DF9649'THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9649'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9649'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9649'LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 8.6 M NORTH-NORTHWEST OF
 DF9649'THE CENTERLINE OF TERRITORIAL ROAD, 26.7 M NORTHEAST OF POWER POLE
 DF9649'--70-26278 35-5--, 19.9 M WEST-SOUTHWEST OF A WOOD POST FOR A --STOP
 DF9649'AHEAD-- SIGN, AND 2 M SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9649'STATION IS NORTH-NORTHWEST, EAST-NORTHEAST AND WEST-SOUTHWEST OF
 DF9649'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9649'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9649'HORIZON.
 DF9649
 DF9649                          STATION RECOVERY (2006)
 DF9649
 DF9649'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9649'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9647 ***********************************************************************
 DF9647  DESIGNATION -  1W07
 DF9647  PID         -  DF9647
 DF9647  STATE/COUNTY-  WI/WALWORTH
 DF9647  COUNTRY     -  US
 DF9647  USGS QUAD   -  LITTLE PRAIRIE (2018)
 DF9647
 DF9647                         *CURRENT SURVEY CONTROL
 DF9647  ______________________________________________________________________
 DF9647* NAD 83(1986) POSITION- 42 47 59.84   (N) 088 33 37.78   (W)   HD_HELD1
 DF9647* NAVD 88 ORTHO HEIGHT -   294.947 (meters)      967.67  (feet) ADJUSTED
 DF9647  ______________________________________________________________________
 DF9647  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 DF9647  DYNAMIC HEIGHT  -        294.866 (meters)      967.41  (feet) COMP
 DF9647  MODELED GRAVITY -    980,335.9   (mgal)                       NAVD 88
 DF9647
 DF9647  VERT ORDER      -  SECOND    CLASS I
 DF9647
 DF9647.The horizontal coordinates were determined by differentially corrected
 DF9647.hand held GPS observations or other comparable positioning techniques
 DF9647.and have an estimated accuracy of +/- 3 meters.
 DF9647
 DF9647.The orthometric height was determined by differential leveling and
 DF9647.adjusted by the WI DEPT OF TRANSP
 DF9647.in May 2012.
 DF9647
 DF9647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9647.GEOID18 height accuracy estimate available here.
 DF9647
 DF9647.Click photographs - Photos may exist for this station.
 DF9647
 DF9647.The dynamic height is computed by dividing the NAVD 88
 DF9647.geopotential number by the normal gravity value computed on the
 DF9647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9647.degrees latitude (g = 980.6199 gals.).
 DF9647
 DF9647.The modeled gravity was interpolated from observed gravity values.
 DF9647
 DF9647;                    North         East    Units  Estimated Accuracy
 DF9647;SPC WI S     -    89,884.5     717,751.4     MT  (+/- 3 meters HH1 GPS) 
 DF9647
 DF9647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7239339781(NAD 83)
 DF9647
 DF9647                          SUPERSEDED SURVEY CONTROL
 DF9647
 DF9647  NAVD 88 (04/20/07)  294.923  (m)          967.59   (f) SUPERSEDED  2 1
 DF9647  NAVD 88 (02/25/04)  294.890  (m)          967.48   (f) SUPERSEDED  2 1
 DF9647
 DF9647.Superseded values are not recommended for survey control.
 DF9647
 DF9647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9647.See file dsdata.pdf to determine how the superseded data were derived.
 DF9647
 DF9647_MARKER: DD = SURVEY DISK
 DF9647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9647_STAMPING: 1W07 2002
 DF9647_MARK LOGO: WIDT
 DF9647_PROJECTION: FLUSH
 DF9647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9647+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 DF9647
 DF9647  HISTORY     - Date     Condition        Report By
 DF9647  HISTORY     - 2001     MONUMENTED       WIDT
 DF9647  HISTORY     - 20060808 GOOD             WIDT
 DF9647
 DF9647                          STATION DESCRIPTION
 DF9647
 DF9647'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9647'THE STATION IS LOCATED ABOUT 36 KM SOUTHWEST OF WAUKESHA, 15 KM
 DF9647'SOUTHEAST OF WHITEWATER AND 14 KM NORTH OF ELKHORN.
 DF9647'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9647'STATION FROM THE JUNCTION OF WITH STATE HIGHWAY 20 WITH STATE HIGHWAY
 DF9647'67 ABOUT 15 KM SOUTHEAST OF WHITEWATER, GO EAST ON STATE HIGHWAY 20
 DF9647'FOR 0.2 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9647'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9647'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9647'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9647'STATION IS 9.8 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 20, 27.8 M
 DF9647'SOUTHEAST OF THE SOUTHERNMOST WOOD POST FOR A --WHITEWATER STRAIGHT
 DF9647'AHEAD, ELKHORN LEFT, EAGLE RIGHT-- SIGN, 26.7 M EAST OF A METAL POST
 DF9647'FOR A --NO PASSING ZONE-- SIGN, 11 M WEST OF THE EXTENDED CENTERLINE
 DF9647'OF A FIELD ENTRANCE, AND 1 M NORTH OF A CULTIVATED FIELD.
 DF9647'---NOTE---THE STATION IS EAST, WEST AND NORTH OF THREE WHITE PLASTIC
 DF9647'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9647'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9647
 DF9647                          STATION RECOVERY (2006)
 DF9647
 DF9647'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9647'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9646 ***********************************************************************
 DF9646  DESIGNATION -  1W08
 DF9646  PID         -  DF9646
 DF9646  STATE/COUNTY-  WI/WALWORTH
 DF9646  COUNTRY     -  US
 DF9646  USGS QUAD   -  LITTLE PRAIRIE (2018)
 DF9646
 DF9646                         *CURRENT SURVEY CONTROL
 DF9646  ______________________________________________________________________
 DF9646* NAD 83(1986) POSITION- 42 49 58.17   (N) 088 32 45.58   (W)   HD_HELD1
 DF9646* NAVD 88 ORTHO HEIGHT -   289.939 (meters)      951.24  (feet) ADJUSTED
 DF9646  ______________________________________________________________________
 DF9646  GEOID HEIGHT    -        -34.196 (meters)                     GEOID18
 DF9646  DYNAMIC HEIGHT  -        289.860 (meters)      950.98  (feet) COMP
 DF9646  MODELED GRAVITY -    980,339.0   (mgal)                       NAVD 88
 DF9646
 DF9646  VERT ORDER      -  SECOND    CLASS I
 DF9646
 DF9646.The horizontal coordinates were determined by differentially corrected
 DF9646.hand held GPS observations or other comparable positioning techniques
 DF9646.and have an estimated accuracy of +/- 3 meters.
 DF9646
 DF9646.The orthometric height was determined by differential leveling and
 DF9646.adjusted by the WI DEPT OF TRANSP
 DF9646.in May 2012.
 DF9646
 DF9646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9646.GEOID18 height accuracy estimate available here.
 DF9646
 DF9646.Click photographs - Photos may exist for this station.
 DF9646
 DF9646.The dynamic height is computed by dividing the NAVD 88
 DF9646.geopotential number by the normal gravity value computed on the
 DF9646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9646.degrees latitude (g = 980.6199 gals.).
 DF9646
 DF9646.The modeled gravity was interpolated from observed gravity values.
 DF9646
 DF9646;                    North         East    Units  Estimated Accuracy
 DF9646;SPC WI S     -    93,555.9     718,873.7     MT  (+/- 3 meters HH1 GPS) 
 DF9646
 DF9646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7364643409(NAD 83)
 DF9646
 DF9646                          SUPERSEDED SURVEY CONTROL
 DF9646
 DF9646  NAVD 88 (04/20/07)  289.915  (m)          951.16   (f) SUPERSEDED  2 1
 DF9646  NAVD 88 (02/25/04)  289.878  (m)          951.04   (f) SUPERSEDED  2 1
 DF9646
 DF9646.Superseded values are not recommended for survey control.
 DF9646
 DF9646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9646.See file dsdata.pdf to determine how the superseded data were derived.
 DF9646
 DF9646_MARKER: DD = SURVEY DISK
 DF9646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9646_STAMPING: 1W08 2002
 DF9646_MARK LOGO: WIDT
 DF9646_PROJECTION: FLUSH
 DF9646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9646+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 DF9646
 DF9646  HISTORY     - Date     Condition        Report By
 DF9646  HISTORY     - 2001     MONUMENTED       WIDT
 DF9646  HISTORY     - 20060808 GOOD             WIDT
 DF9646
 DF9646                          STATION DESCRIPTION
 DF9646
 DF9646'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9646'THE STATION IS LOCATED ABOUT 26 KM SOUTHEAST OF FORT ATKINSON, 18 KM
 DF9646'WEST OF MUKWONAGO AND 8 KM SOUTHWEST OF EAGLE. OWNERSHIP--WISCONSIN
 DF9646'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9646'OF STATE HIGHWAY 20 WITH STATE HIGHWAY 67 ABOUT 15 KM SOUTHEAST OF
 DF9646'THE CITY OF WHITEWATER, GO NORTH ON STATE HIGHWAY 67 FOR 3.5 KM TO
 DF9646'RICE ROAD ON THE RIGHT, CONTINUE NORTH ON STATE HIGHWAY 67 FOR 0.5 KM
 DF9646'TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DF9646'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9646'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M,
 DF9646'SET ON    BEDROCK AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9646'STATION IS 13.9 M NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 67,
 DF9646'32.1 M WEST NORTHWEST OF POWER POLE --25K 84-09553 40-5--, 7 M WEST
 DF9646'NORTHWEST OF A WOOD POST FOR A MAILBOX FOR PRIVATE ENTRANCE
 DF9646'--N9404--, 2 M SOUTHWEST OF THE EXTENDED CENTERLINE OF A FIELD
 DF9646'ENTRANCE, AND 2 M SOUTHEAST OF A CULTIVATED FIELD. ---NOTE---THE
 DF9646'STATION IS NORTHWEST, SOUTHWEST AND NORTHEAST OF THREE WHITE PLASTIC
 DF9646'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9646'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9646
 DF9646                          STATION RECOVERY (2006)
 DF9646
 DF9646'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9646'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 70.5 M SOUTHWEST OF
 DF9646'A --NO PASSING ZONE-- WOOD SIGN POST, 32.0 M WEST-SOUTHWEST OF POWER
 DF9646'POLE --84-09553 40-5--, AND 31.5 M WEST-SOUTHWEST OF TELEPHONE
 DF9646'PEDESTAL --5111 CD40--.  NOTE-- THE FIELD ENTRANCE IN THE 2001
 DF9646'DESCRIPTION IS THE GRAVEL ENTRANCE TO --N9404-- AND THE MAILBOX IS NOT
 DF9646'PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9644 ***********************************************************************
 DF9644  DESIGNATION -  1W10
 DF9644  PID         -  DF9644
 DF9644  STATE/COUNTY-  WI/JEFFERSON
 DF9644  COUNTRY     -  US
 DF9644  USGS QUAD   -  LITTLE PRAIRIE (2018)
 DF9644
 DF9644                         *CURRENT SURVEY CONTROL
 DF9644  ______________________________________________________________________
 DF9644* NAD 83(1986) POSITION- 42 52 06.6    (N) 088 32 32.8    (W)   HD_HELD2
 DF9644* NAVD 88 ORTHO HEIGHT -   265.352 (meters)      870.58  (feet) ADJUSTED
 DF9644  ______________________________________________________________________
 DF9644  GEOID HEIGHT    -        -34.245 (meters)                     GEOID18
 DF9644  DYNAMIC HEIGHT  -        265.280 (meters)      870.34  (feet) COMP
 DF9644  MODELED GRAVITY -    980,342.2   (mgal)                       NAVD 88
 DF9644
 DF9644  VERT ORDER      -  SECOND    CLASS I
 DF9644
 DF9644.The horizontal coordinates were established by autonomous hand held GPS
 DF9644.observations and have an estimated accuracy of +/- 10 meters.
 DF9644
 DF9644.The orthometric height was determined by differential leveling and
 DF9644.adjusted by the WI DEPT OF TRANSP
 DF9644.in May 2012.
 DF9644
 DF9644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9644.GEOID18 height accuracy estimate available here.
 DF9644
 DF9644.Click photographs - Photos may exist for this station.
 DF9644
 DF9644.The dynamic height is computed by dividing the NAVD 88
 DF9644.geopotential number by the normal gravity value computed on the
 DF9644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9644.degrees latitude (g = 980.6199 gals.).
 DF9644
 DF9644.The modeled gravity was interpolated from observed gravity values.
 DF9644
 DF9644;                    North         East    Units  Estimated Accuracy
 DF9644;SPC WI S     -    97,523.      719,095.      MT  (+/- 10 meters HH2 GPS)
 DF9644
 DF9644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7400847366(NAD 83)
 DF9644
 DF9644                          SUPERSEDED SURVEY CONTROL
 DF9644
 DF9644  NAVD 88 (04/20/07)  265.328  (m)          870.50   (f) SUPERSEDED  2 1
 DF9644  NAVD 88 (02/25/04)  265.292  (m)          870.38   (f) SUPERSEDED  2 1
 DF9644
 DF9644.Superseded values are not recommended for survey control.
 DF9644
 DF9644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9644.See file dsdata.pdf to determine how the superseded data were derived.
 DF9644
 DF9644_MARKER: DD = SURVEY DISK
 DF9644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9644_STAMPING: 1W10 2002
 DF9644_MARK LOGO: WIDT
 DF9644_PROJECTION: FLUSH
 DF9644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9644+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 DF9644
 DF9644  HISTORY     - Date     Condition        Report By
 DF9644  HISTORY     - 2001     MONUMENTED       WIDT
 DF9644  HISTORY     - 20060816 GOOD             WIDT
 DF9644
 DF9644                          STATION DESCRIPTION
 DF9644
 DF9644'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9644'THE STATION IS LOCATED ABOUT 33 KM SOUTHWEST OF WAUKESHA, 7 KM
 DF9644'WEST-SOUTHWEST OF EAGLE AND 5 KM EAST-SOUTHEAST OF PALMYRA.
 DF9644'OWNERSHIP--JEFFERSON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9644'OF STATE HIGHWAY 59 WITH STATE HIGHWAY 106 AT THE INTERSECTION OF
 DF9644'MAPLE STREET AND SECOND STREET IN THE VILLAGE OF PALMYRA, GO EAST ON
 DF9644'STATE HIGHWAY 59 FOR 4.1 KM TO COUNTY HIGHWAY Z, TURN RIGHT AND GO
 DF9644'SOUTH ON COUNTY HIGHWAY Z FOR 1.2 KM TO THE STATION ON THE LEFT. THE
 DF9644'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9644'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9644'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9644'HIGHWAY PAVEMENT.  THE STATION IS 8.0 M EAST OF THE CENTERLINE OF
 DF9644'COUNTY HIGHWAY Z, 55.7 M NORTH-NORTHEAST OF WOOD POST FOR A --CURVE
 DF9644'25 MPH-- SIGN, 34.0 M SOUTH-SOUTHEAST OF POWER POLE --36 28-7539--,
 DF9644'30.4 M NORTH-NORTHWEST OF WESTERN MOST WOOD POST FOR A --STUTE
 DF9644'SPRINGS AND HOMESTEAD NATURE TRAIL-- SIGN, 21.4 M NORTH THE CENTER OF
 DF9644'THE ENTRANCE TO THE OF NATURE TRAIL PARKING LOT, 18.9 M
 DF9644'EAST-NORTHEAST OF TELEPHONE PEDESTAL --4C 25B 18 12--, AND 15.3 M
 DF9644'EAST-NORTHEAST OF 64-CM DIAMETER RED OAK TREE.   ---NOTE---THE STATION
 DF9644'IS SOUTHWEST, NORTHWEST AND EAST OF THREE WHITE PLASTIC WITNESS
 DF9644'POSTS. ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 DF9644'TO TREES TO THE SOUTHWEST EXTENDING HIGHER THAN 25 DEGREES ABOVE THE
 DF9644'HORIZON.
 DF9644
 DF9644                          STATION RECOVERY (2006)
 DF9644
 DF9644'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9644'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M EAST, 0.9 M
 DF9644'SOUTHWEST, AND 0.9 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9618 ***********************************************************************
 DF9618  DESIGNATION -  1W11
 DF9618  PID         -  DF9618
 DF9618  STATE/COUNTY-  WI/JEFFERSON
 DF9618  COUNTRY     -  US
 DF9618  USGS QUAD   -  PALMYRA (2018)
 DF9618
 DF9618                         *CURRENT SURVEY CONTROL
 DF9618  ______________________________________________________________________
 DF9618* NAD 83(1986) POSITION- 42 53 19.21   (N) 088 35 06.93   (W)   HD_HELD1
 DF9618* NAVD 88 ORTHO HEIGHT -   263.412 (meters)      864.21  (feet) ADJUSTED
 DF9618  ______________________________________________________________________
 DF9618  GEOID HEIGHT    -        -34.244 (meters)                     GEOID18
 DF9618  DYNAMIC HEIGHT  -        263.341 (meters)      863.98  (feet) COMP
 DF9618  MODELED GRAVITY -    980,345.3   (mgal)                       NAVD 88
 DF9618
 DF9618  VERT ORDER      -  SECOND    CLASS I
 DF9618
 DF9618.The horizontal coordinates were determined by differentially corrected
 DF9618.hand held GPS observations or other comparable positioning techniques
 DF9618.and have an estimated accuracy of +/- 3 meters.
 DF9618
 DF9618.The orthometric height was determined by differential leveling and
 DF9618.adjusted by the WI DEPT OF TRANSP
 DF9618.in May 2012.
 DF9618
 DF9618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9618.GEOID18 height accuracy estimate available here.
 DF9618
 DF9618.Click photographs - Photos may exist for this station.
 DF9618
 DF9618.The dynamic height is computed by dividing the NAVD 88
 DF9618.geopotential number by the normal gravity value computed on the
 DF9618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9618.degrees latitude (g = 980.6199 gals.).
 DF9618
 DF9618.The modeled gravity was interpolated from observed gravity values.
 DF9618
 DF9618;                    North         East    Units  Estimated Accuracy
 DF9618;SPC WI S     -    99,703.4     715,558.7     MT  (+/- 3 meters HH1 GPS) 
 DF9618
 DF9618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7055349670(NAD 83)
 DF9618
 DF9618                          SUPERSEDED SURVEY CONTROL
 DF9618
 DF9618  NAVD 88 (04/20/07)  263.388  (m)          864.13   (f) SUPERSEDED  2 1
 DF9618  NAVD 88 (02/25/04)  263.354  (m)          864.02   (f) SUPERSEDED  2 1
 DF9618
 DF9618.Superseded values are not recommended for survey control.
 DF9618
 DF9618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9618.See file dsdata.pdf to determine how the superseded data were derived.
 DF9618
 DF9618_MARKER: DD = SURVEY DISK
 DF9618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9618_STAMPING: 1W11 2002
 DF9618_MARK LOGO: WIDT
 DF9618_PROJECTION: FLUSH
 DF9618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9618+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DF9618
 DF9618  HISTORY     - Date     Condition        Report By
 DF9618  HISTORY     - 2001     MONUMENTED       WIDT
 DF9618  HISTORY     - 20060926 GOOD             WIDT
 DF9618
 DF9618                          STATION DESCRIPTION
 DF9618
 DF9618'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9618'THE STATION IS LOCATED ABOUT 21 EAST-SOUTHEAST OF FORT ATKINSON, 14
 DF9618'NORTHEAST OF WHITEWATER AND 1 KM NORTH OF PALMYRA.
 DF9618'OWNERSHIP--JEFFERSON COUNTY. TO REACH THE STATION FROM THE JUNCTION
 DF9618'OF STATE HIGHWAY 59 WITH STATE HIGHWAY 106 AT THE INTERSECTION OF
 DF9618'MAPLE STREET AND SECOND STREET IN THE VILLAGE OF PALMYRA, GO SOUTH ON
 DF9618'STATE HIGHWAY 59 (SECOND STREET) FOR 0.2 KM TO STATE HIGHWAY 59 (MAIN
 DF9618'STREET), TURN LEFT AND GO EAST ON STATE HIGHWAY 59 (MAIN STREET)  FOR
 DF9618'0.2 KM TO COUNTY HIGHWAY E (JEFFERSON STREET), TURN LEFT AND GO NORTH
 DF9618'ON COUNTY HIGHWAY E (JEFFERSON STREET) FOR 1.2 KM TO THE STATION ON
 DF9618'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9618'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9618'A 41-CM DIAMETER CONCRETE POST TO A DEPTH OF 2.4 M AND ABOUT 2 M
 DF9618'ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 15.5 M EAST OF THE
 DF9618'CENTERLINE OF COUNTY HIGHWAY E, 51.2 M SOUTH OF BRENNAN ROAD, AND
 DF9618'32.2 M EAST-NORTHEAST OF POWER POLE --97-05658 40-4--.  ---NOTE---THE
 DF9618'STATION IS NORTHEAST, SOUTHEAST AND EAST OF THREE WHITE PLASTIC
 DF9618'WITNESS POSTS. ---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS
 DF9618'OBSERVATIONS DUE TO A HILL TO THE SOUTH EXTENDING TO 35 DEGREES ABOVE
 DF9618'THE HORIZON.
 DF9618
 DF9618                          STATION RECOVERY (2006)
 DF9618
 DF9618'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9616 ***********************************************************************
 DF9616  DESIGNATION -  1W12
 DF9616  PID         -  DF9616
 DF9616  STATE/COUNTY-  WI/JEFFERSON
 DF9616  COUNTRY     -  US
 DF9616  USGS QUAD   -  PALMYRA (2018)
 DF9616
 DF9616                         *CURRENT SURVEY CONTROL
 DF9616  ______________________________________________________________________
 DF9616* NAD 83(1986) POSITION- 42 54 17.2    (N) 088 35 11.7    (W)   HD_HELD2
 DF9616* NAVD 88 ORTHO HEIGHT -   272.672 (meters)      894.59  (feet) ADJUSTED
 DF9616  ______________________________________________________________________
 DF9616  GEOID HEIGHT    -        -34.265 (meters)                     GEOID18
 DF9616  DYNAMIC HEIGHT  -        272.600 (meters)      894.36  (feet) COMP
 DF9616  MODELED GRAVITY -    980,346.5   (mgal)                       NAVD 88
 DF9616
 DF9616  VERT ORDER      -  SECOND    CLASS I
 DF9616
 DF9616.The horizontal coordinates were established by autonomous hand held GPS
 DF9616.observations and have an estimated accuracy of +/- 10 meters.
 DF9616
 DF9616.The orthometric height was determined by differential leveling and
 DF9616.adjusted by the WI DEPT OF TRANSP
 DF9616.in May 2012.
 DF9616
 DF9616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9616.GEOID18 height accuracy estimate available here.
 DF9616
 DF9616.Click photographs - Photos may exist for this station.
 DF9616
 DF9616.The dynamic height is computed by dividing the NAVD 88
 DF9616.geopotential number by the normal gravity value computed on the
 DF9616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9616.degrees latitude (g = 980.6199 gals.).
 DF9616
 DF9616.The modeled gravity was interpolated from observed gravity values.
 DF9616
 DF9616;                    North         East    Units  Estimated Accuracy
 DF9616;SPC WI S     -   101,491.      715,420.      MT  (+/- 10 meters HH2 GPS)
 DF9616
 DF9616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7047951461(NAD 83)
 DF9616
 DF9616                          SUPERSEDED SURVEY CONTROL
 DF9616
 DF9616  NAVD 88 (04/20/07)  272.649  (m)          894.52   (f) SUPERSEDED  2 1
 DF9616  NAVD 88 (02/25/04)  272.616  (m)          894.41   (f) SUPERSEDED  2 1
 DF9616
 DF9616.Superseded values are not recommended for survey control.
 DF9616
 DF9616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9616.See file dsdata.pdf to determine how the superseded data were derived.
 DF9616
 DF9616_MARKER: DD = SURVEY DISK
 DF9616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9616_STAMPING: 1W12 2002
 DF9616_MARK LOGO: WIDT
 DF9616_PROJECTION: FLUSH
 DF9616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9616+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DF9616
 DF9616  HISTORY     - Date     Condition        Report By
 DF9616  HISTORY     - 2001     MONUMENTED       WIDT
 DF9616  HISTORY     - 20060926 GOOD             WIDT
 DF9616
 DF9616                          STATION DESCRIPTION
 DF9616
 DF9616'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9616'THE STATION IS LOCATED ABOUT 58 KM WEST-SOUTHWEST OF MILWAUKEE, 13 KM
 DF9616'WEST-NORTHWEST OF EAGLE AND 3 KM NORTH OF PALMYRA.
 DF9616'OWNERSHIP--JEFFERSON COUNTY. TO REACH THE STATION FROM THE JUNCTION
 DF9616'OF STATE HIGHWAY 59 EAST WITH STATE HIGHWAY 106 AT THE INTERSECTION
 DF9616'OF MAPLE STREET AND SECOND STREET IN THE VILLAGE OF PALMYRA, GO SOUTH
 DF9616'ON STATE HIGHWAY 59 EAST (SECOND STREET) FOR 0.2 KM TO STATE HIGHWAY
 DF9616'59 EAST(MAIN STREET), TURN LEFT AND GO EAST ON STATE HIGHWAY 59 EAST
 DF9616'(MAIN STREET) FOR 0.2 KM TO COUNTY HIGHWAY E (JEFFERSON STREET), TURN
 DF9616'LEFT AND GO NORTH ON COUNTY HIGHWAY E (JEFFERSON STREET) FOR 2.1 KM
 DF9616'TO ISLAND ROAD ON THE LEFT, CONTINUE NORTHEAST ON COUNTY HIGHWAY E
 DF9616'FOR 0.9 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9616'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9616'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9616'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9616'STATION IS 14.5 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY E, 0.2 KM
 DF9616'NORTH OF PRIVATE ENTRANCE --N176 TOWN OF PALMYRA--, 65.3 M NORTHEAST
 DF9616'OF POWER POLE --97-05634 50-4--, 63.9 M SOUTH OF THE EAST END OF A
 DF9616'38-CM DIAMETER CORROGATED METAL CULVERT PIPE, 47.3 M SOUTHEAST OF
 DF9616'POWER POLE --97-05635 50-4--, AND 4 M WEST OF A CULTIVATED FIELD.
 DF9616'---NOTE---THE STATION IS NORTH, SOUTH AND EAST OF THREE WHITE PLASTIC
 DF9616'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9616'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9616
 DF9616                          STATION RECOVERY (2006)
 DF9616
 DF9616'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9616'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 MILE SOUTH OF
 DF9616'HOOPER ROAD, 72.5 M NORTHEAST OF NEW POWER POLE --97-05634 50-4-- WITH
 DF9616'ONE TRANSFORMER, 64.5 M NORTH OF THE EXTENDED CENTERLINE OF PRIVATE
 DF9616'ENTRANCE --N1809--, AND 47.0 M SOUTHEAST OF POWER POLE --97-05635
 DF9616'50-4--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9615 ***********************************************************************
 DF9615  DESIGNATION -  1W13
 DF9615  PID         -  DF9615
 DF9615  STATE/COUNTY-  WI/JEFFERSON
 DF9615  COUNTRY     -  US
 DF9615  USGS QUAD   -  PALMYRA (2018)
 DF9615
 DF9615                         *CURRENT SURVEY CONTROL
 DF9615  ______________________________________________________________________
 DF9615* NAD 83(1986) POSITION- 42 55 29.08   (N) 088 35 10.58   (W)   HD_HELD1
 DF9615* NAVD 88 ORTHO HEIGHT -   258.599 (meters)      848.42  (feet) ADJUSTED
 DF9615  ______________________________________________________________________
 DF9615  GEOID HEIGHT    -        -34.293 (meters)                     GEOID18
 DF9615  DYNAMIC HEIGHT  -        258.531 (meters)      848.20  (feet) COMP
 DF9615  MODELED GRAVITY -    980,347.9   (mgal)                       NAVD 88
 DF9615
 DF9615  VERT ORDER      -  SECOND    CLASS I
 DF9615
 DF9615.The horizontal coordinates were determined by differentially corrected
 DF9615.hand held GPS observations or other comparable positioning techniques
 DF9615.and have an estimated accuracy of +/- 3 meters.
 DF9615
 DF9615.The orthometric height was determined by differential leveling and
 DF9615.adjusted by the WI DEPT OF TRANSP
 DF9615.in May 2012.
 DF9615
 DF9615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9615.GEOID18 height accuracy estimate available here.
 DF9615
 DF9615.Click photographs - Photos may exist for this station.
 DF9615
 DF9615.The dynamic height is computed by dividing the NAVD 88
 DF9615.geopotential number by the normal gravity value computed on the
 DF9615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9615.degrees latitude (g = 980.6199 gals.).
 DF9615
 DF9615.The modeled gravity was interpolated from observed gravity values.
 DF9615
 DF9615;                    North         East    Units  Estimated Accuracy
 DF9615;SPC WI S     -   103,708.9     715,408.0     MT  (+/- 3 meters HH1 GPS) 
 DF9615
 DF9615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7054653678(NAD 83)
 DF9615
 DF9615                          SUPERSEDED SURVEY CONTROL
 DF9615
 DF9615  NAVD 88 (04/20/07)  258.576  (m)          848.34   (f) SUPERSEDED  2 1
 DF9615  NAVD 88 (02/25/04)  258.544  (m)          848.24   (f) SUPERSEDED  2 1
 DF9615
 DF9615.Superseded values are not recommended for survey control.
 DF9615
 DF9615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9615.See file dsdata.pdf to determine how the superseded data were derived.
 DF9615
 DF9615_MARKER: DD = SURVEY DISK
 DF9615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9615_STAMPING: 1W13 2002
 DF9615_MARK LOGO: WIDT
 DF9615_PROJECTION: FLUSH
 DF9615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9615+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DF9615
 DF9615  HISTORY     - Date     Condition        Report By
 DF9615  HISTORY     - 2001     MONUMENTED       WIDT
 DF9615  HISTORY     - 20060926 GOOD             WIDT
 DF9615
 DF9615                          STATION DESCRIPTION
 DF9615
 DF9615'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9615'THE STATION IS LOCATED ABOUT 15 KM NORTHEAST OF WHITEWATER, 15 KM
 DF9615'NORTHWEST OF EAGLE, AND 5 KM NORTH OF PALMYRA.  OWNERSHIP--JEFFERSON
 DF9615'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59
 DF9615'EAST WITH STATE HIGHWAY 106 AT THE INTERSECTION OF MAPLE STREET AND
 DF9615'SECOND STREET IN THE VILLAGE OF PALMYRA, GO SOUTH ON STATE HIGHWAY 59
 DF9615'EAST (SECOND STREET) FOR 0.2 KM TO STATE HIGHWAY 59 EAST (MAIN
 DF9615'STREET), TURN LEFT AND GO EAST ON STATE HIGHWAY 59 EAST (MAIN STREET)
 DF9615'FOR O.2 KM TO COUNTY HIGHWAY E (JEFFERSON STREET), TURN LEFT AND GO
 DF9615'NORTH ON COUNTY HIGHWAY E (JEFFERSON STREET) FOR 4.2 KM TO HOOPER
 DF9615'ROAD, CONTINUE NORTH ON COUNTY HIGHWAY E FOR 1.1 KM TO THE STATION ON
 DF9615'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9615'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9615'A 41-CM DIAMETER CONCRETE POST SET TO THE DEPTH OF 2.4 M AND ABOUT 1
 DF9615'M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 9.7 M EAST OF THE
 DF9615'CENTERLINE OF COUNTY HIGHWAY E, 1.0 KM SOUTH OF THE CENTERLINE OF
 DF9615'SCHUYLER ROAD, 92 M NORTH OF A PRIVATE ENTRANCE --N2356--, 29.9 M
 DF9615'EAST-SOUTHEAST OF POWER POLE --97-05742 40-5--, 23.8 M SOUTH OF 40-CM
 DF9615'DIAMETER CORRUGATED METAL CULVERT PIPE, AND 5 M WEST OF CULTIVATED
 DF9615'FIELD.  ---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF THREE WHITE
 DF9615'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9615'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9615
 DF9615                          STATION RECOVERY (2006)
 DF9615
 DF9615'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9614 ***********************************************************************
 DF9614  DESIGNATION -  1W14
 DF9614  PID         -  DF9614
 DF9614  STATE/COUNTY-  WI/JEFFERSON
 DF9614  COUNTRY     -  US
 DF9614  USGS QUAD   -  PALMYRA (2018)
 DF9614
 DF9614                         *CURRENT SURVEY CONTROL
 DF9614  ______________________________________________________________________
 DF9614* NAD 83(1986) POSITION- 42 56 32.5    (N) 088 35 10.7    (W)   HD_HELD2
 DF9614* NAVD 88 ORTHO HEIGHT -   249.582 (meters)      818.84  (feet) ADJUSTED
 DF9614  ______________________________________________________________________
 DF9614  GEOID HEIGHT    -        -34.318 (meters)                     GEOID18
 DF9614  DYNAMIC HEIGHT  -        249.516 (meters)      818.62  (feet) COMP
 DF9614  MODELED GRAVITY -    980,349.2   (mgal)                       NAVD 88
 DF9614
 DF9614  VERT ORDER      -  SECOND    CLASS I
 DF9614
 DF9614.The horizontal coordinates were established by autonomous hand held GPS
 DF9614.observations and have an estimated accuracy of +/- 10 meters.
 DF9614
 DF9614.The orthometric height was determined by differential leveling and
 DF9614.adjusted by the WI DEPT OF TRANSP
 DF9614.in May 2012.
 DF9614
 DF9614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9614.GEOID18 height accuracy estimate available here.
 DF9614
 DF9614.Click photographs - Photos may exist for this station.
 DF9614
 DF9614.The dynamic height is computed by dividing the NAVD 88
 DF9614.geopotential number by the normal gravity value computed on the
 DF9614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9614.degrees latitude (g = 980.6199 gals.).
 DF9614
 DF9614.The modeled gravity was interpolated from observed gravity values.
 DF9614
 DF9614;                    North         East    Units  Estimated Accuracy
 DF9614;SPC WI S     -   105,666.      715,372.      MT  (+/- 10 meters HH2 GPS)
 DF9614
 DF9614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7058055634(NAD 83)
 DF9614
 DF9614                          SUPERSEDED SURVEY CONTROL
 DF9614
 DF9614  NAVD 88 (04/20/07)  249.559  (m)          818.76   (f) SUPERSEDED  2 1
 DF9614  NAVD 88 (02/25/04)  249.528  (m)          818.66   (f) SUPERSEDED  2 1
 DF9614
 DF9614.Superseded values are not recommended for survey control.
 DF9614
 DF9614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9614.See file dsdata.pdf to determine how the superseded data were derived.
 DF9614
 DF9614_MARKER: DD = SURVEY DISK
 DF9614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9614_STAMPING: 1W14 2002
 DF9614_MARK LOGO: WIDT
 DF9614_PROJECTION: FLUSH
 DF9614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9614+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DF9614
 DF9614  HISTORY     - Date     Condition        Report By
 DF9614  HISTORY     - 2001     MONUMENTED       WIDT
 DF9614  HISTORY     - 20060926 GOOD             WIDT
 DF9614
 DF9614                          STATION DESCRIPTION
 DF9614
 DF9614'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9614'THE STATION IS LOCATED ABOUT 20 KM EAST OF FORT ATKINSON, 17 KM
 DF9614'NORTHWEST OF EAGLE AND 7 KM NORTH OF PALMYRA.  OWNERSHIP--JEFFERSON
 DF9614'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH
 DF9614'COUNTY HIGHWAY E IN THE VILLAGE OF SULLIVAN, GO SOUTH ON COUNTY
 DF9614'HIGHWAY E FOR 8.3 KM TO ROME OAK HILL ROAD, CONTINUE SOUTH ON COUNTY
 DF9614'HIGHWAY E FOR 0.3 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9614'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9614'STATION DISK SET IN THE TOP OF A 41-CM CONCRETE POST SET TO A DEPTH
 DF9614'OF 2.3 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS
 DF9614'12.3 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY E, 0.6 KM NORTH OF
 DF9614'COUNTY HIGHWAY CI, 91 M NORTH OF A FIELD ENTRANCE, 62.3 M SOUTH OF A
 DF9614'WOOD POST FOR A --INTERSECTION-- SIGN, AND 5 M WEST OF A CULTIVATED
 DF9614'FIELD. ---NOTE---THE STATION IS NORTH, SOUTH AND EAST OF THREE WHITE
 DF9614'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9614'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9614
 DF9614                          STATION RECOVERY (2006)
 DF9614
 DF9614'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9614'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12.1 M SOUTH OF THE
 DF9614'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N2823--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9613 ***********************************************************************
 DF9613  DESIGNATION -  1W15
 DF9613  PID         -  DF9613
 DF9613  STATE/COUNTY-  WI/JEFFERSON
 DF9613  COUNTRY     -  US
 DF9613  USGS QUAD   -  PALMYRA (2018)
 DF9613
 DF9613                         *CURRENT SURVEY CONTROL
 DF9613  ______________________________________________________________________
 DF9613* NAD 83(1986) POSITION- 42 57 31.78   (N) 088 35 08.24   (W)   HD_HELD1
 DF9613* NAVD 88 ORTHO HEIGHT -   257.085 (meters)      843.45  (feet) ADJUSTED
 DF9613  ______________________________________________________________________
 DF9613  GEOID HEIGHT    -        -34.342 (meters)                     GEOID18
 DF9613  DYNAMIC HEIGHT  -        257.017 (meters)      843.23  (feet) COMP
 DF9613  MODELED GRAVITY -    980,350.3   (mgal)                       NAVD 88
 DF9613
 DF9613  VERT ORDER      -  SECOND    CLASS I
 DF9613
 DF9613.The horizontal coordinates were determined by differentially corrected
 DF9613.hand held GPS observations or other comparable positioning techniques
 DF9613.and have an estimated accuracy of +/- 3 meters.
 DF9613
 DF9613.The orthometric height was determined by differential leveling and
 DF9613.adjusted by the WI DEPT OF TRANSP
 DF9613.in May 2012.
 DF9613
 DF9613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9613.GEOID18 height accuracy estimate available here.
 DF9613
 DF9613.Click photographs - Photos may exist for this station.
 DF9613
 DF9613.The dynamic height is computed by dividing the NAVD 88
 DF9613.geopotential number by the normal gravity value computed on the
 DF9613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9613.degrees latitude (g = 980.6199 gals.).
 DF9613
 DF9613.The modeled gravity was interpolated from observed gravity values.
 DF9613
 DF9613;                    North         East    Units  Estimated Accuracy
 DF9613;SPC WI S     -   107,495.5     715,396.8     MT  (+/- 3 meters HH1 GPS) 
 DF9613
 DF9613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7067157462(NAD 83)
 DF9613
 DF9613                          SUPERSEDED SURVEY CONTROL
 DF9613
 DF9613  NAVD 88 (04/20/07)  257.062  (m)          843.38   (f) SUPERSEDED  2 1
 DF9613  NAVD 88 (02/25/04)  257.031  (m)          843.28   (f) SUPERSEDED  2 1
 DF9613
 DF9613.Superseded values are not recommended for survey control.
 DF9613
 DF9613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9613.See file dsdata.pdf to determine how the superseded data were derived.
 DF9613
 DF9613_MARKER: DD = SURVEY DISK
 DF9613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9613_STAMPING: 1W15 2002
 DF9613_MARK LOGO: WIDT
 DF9613_PROJECTION: FLUSH
 DF9613_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9613+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DF9613
 DF9613  HISTORY     - Date     Condition        Report By
 DF9613  HISTORY     - 2001     MONUMENTED       WIDT
 DF9613  HISTORY     - 20060926 GOOD             WIDT
 DF9613
 DF9613                          STATION DESCRIPTION
 DF9613
 DF9613'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9613'THE STATION IS LOCATED ABOUT 20 KM WEST OF FORT ATKINSON, 18 KM
 DF9613'NORTHWEST OF EAGLE AND 9 KM NORTH OF PALMYRA.  OWNERSHIP--JEFFERSON
 DF9613'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH
 DF9613'COUNTY HIGHWAY E IN THE VILLAGE OF SULLIVAN, GO SOUTH ON COUNTY
 DF9613'HIGHWAY E FOR 6.2 KM TO LUNDT ROAD ON THE RIGHT, CONTINUE SOUTH ON
 DF9613'COUNTY HIGHWAY E FOR 0.4 KM TO THE STATION ON THE RIGHT.  THE STATION
 DF9613'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9613'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9613'SET TO THE DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9613'THE STATION IS 8.8 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY E, 120
 DF9613'M SOUTH-SOUTHWEST OF THE CENTERLINE OF PRIVATE ENTRANCE --N3303
 DF9613'3305--, 63 M NORTH-NORTHWEST OF POWER POLE --99-00997 40-5--, 16 M
 DF9613'SOUTH-SOUTHWEST OF A GRAVEL FIELD ENTRANCE, AND 7 M EAST-SOUTHEAST OF
 DF9613'A CULTIVATED FIELD. ---NOTE---THE STATION IS NORTH, SOUTH AND EAST OF
 DF9613'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9613'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9613'HORIZON.
 DF9613
 DF9613                          STATION RECOVERY (2006)
 DF9613
 DF9613'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9613'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9611 ***********************************************************************
 DF9611  DESIGNATION -  1W16
 DF9611  PID         -  DF9611
 DF9611  STATE/COUNTY-  WI/JEFFERSON
 DF9611  COUNTRY     -  US
 DF9611  USGS QUAD   -  PALMYRA (2018)
 DF9611
 DF9611                         *CURRENT SURVEY CONTROL
 DF9611  ______________________________________________________________________
 DF9611* NAD 83(1986) POSITION- 42 59 45.1    (N) 088 34 50.5    (W)   HD_HELD2
 DF9611* NAVD 88 ORTHO HEIGHT -   270.053 (meters)      886.00  (feet) ADJUSTED
 DF9611  ______________________________________________________________________
 DF9611  GEOID HEIGHT    -        -34.396 (meters)                     GEOID18
 DF9611  DYNAMIC HEIGHT  -        269.983 (meters)      885.77  (feet) COMP
 DF9611  MODELED GRAVITY -    980,352.6   (mgal)                       NAVD 88
 DF9611
 DF9611  VERT ORDER      -  SECOND    CLASS I
 DF9611
 DF9611.The horizontal coordinates were established by autonomous hand held GPS
 DF9611.observations and have an estimated accuracy of +/- 10 meters.
 DF9611
 DF9611.The orthometric height was determined by differential leveling and
 DF9611.adjusted by the WI DEPT OF TRANSP
 DF9611.in May 2012.
 DF9611
 DF9611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9611.GEOID18 height accuracy estimate available here.
 DF9611
 DF9611.Click photographs - Photos may exist for this station.
 DF9611
 DF9611.The dynamic height is computed by dividing the NAVD 88
 DF9611.geopotential number by the normal gravity value computed on the
 DF9611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9611.degrees latitude (g = 980.6199 gals.).
 DF9611
 DF9611.The modeled gravity was interpolated from observed gravity values.
 DF9611
 DF9611;                    North         East    Units  Estimated Accuracy
 DF9611;SPC WI S     -   111,616.      715,729.      MT  (+/- 10 meters HH2 GPS)
 DF9611
 DF9611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7115061567(NAD 83)
 DF9611
 DF9611                          SUPERSEDED SURVEY CONTROL
 DF9611
 DF9611  NAVD 88 (04/20/07)  270.030  (m)          885.92   (f) SUPERSEDED  2 1
 DF9611  NAVD 88 (02/25/04)  270.001  (m)          885.83   (f) SUPERSEDED  2 1
 DF9611
 DF9611.Superseded values are not recommended for survey control.
 DF9611
 DF9611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9611.See file dsdata.pdf to determine how the superseded data were derived.
 DF9611
 DF9611_MARKER: DD = SURVEY DISK
 DF9611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9611_STAMPING: 1W16 2002
 DF9611_MARK LOGO: WIDT
 DF9611_PROJECTION: FLUSH
 DF9611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9611+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DF9611
 DF9611  HISTORY     - Date     Condition        Report By
 DF9611  HISTORY     - 2001     MONUMENTED       WIDT
 DF9611  HISTORY     - 20060926 GOOD             WIDT
 DF9611
 DF9611                          STATION DESCRIPTION
 DF9611
 DF9611'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9611'THE STATION IS LOCATED ABOUT 19 KM EAST OF JEFFERSON, 14 KM NORTH OF
 DF9611'PALMYRA AND 2 KM SOUTH OF SULLIVAN. OWNERSHIP--JEFFERSON COUNTY. TO
 DF9611'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE
 DF9611'HIGHWAY 67 ABOUT 10 KM SOUTH OF OCONOMOWOC, GO WEST ON US HIGHWAY 18
 DF9611'FOR 10.3 KM TO COUNTY HIGHWAY F ON THE RIGHT, CONTINUE WEST ON US
 DF9611'HIGHWAY 18 FOR 0.8 KM TO COUNTY HIGHWAY E (PALMYRA STREET) ON THE
 DF9611'LEFT, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY E (PALMYRA STREET) FOR
 DF9611'1.1 KM TO VILLAGE LINE ROAD, CONTINUE SOUTH ON COUNTY HIGHWAY E FOR
 DF9611'0.9 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9611'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9611'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9611'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 10.2 M WEST
 DF9611'OF THE CENTERLINE OF COUNTY HIGHWAY E, 105 M NORTH OF THE CENTERLINE
 DF9611'OF PRIVATE ENTRANCE --N4255--, 40 M SOUTH OF EXTENDED CENTERLINE OF
 DF9611'PRIVATE ENTRANCE --4294--, 28.1 M WEST-SOUTHWEST OF TELEPHONE
 DF9611'PEDESTAL --3C  11C 1 19--, AND 2 M EAST OF A CULTIVATED FIELD.
 DF9611'---NOTE---THE STATION IS SOUTH, NORTH AND WEST OF THREE WHITE PLASTIC
 DF9611'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9611'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 DF9611'POLE TO THE EAST EXTENDING TO 32 DEGREES.
 DF9611
 DF9611                          STATION RECOVERY (2006)
 DF9611
 DF9611'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9611'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 55.5 M
 DF9611'NORTH-NORTHWEST OF A --CURVES AHEAD-- WOOD SIGN POST, 54.0 M NORTH OF
 DF9611'THE CENTERLINE OF A FIELD ENTRANCE, AND 24.0 M WEST OF POWER POLE
 DF9611'--77-02870 40-5-- WITH ONE GUY WIRE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9465 ***********************************************************************
 DF9465  DESIGNATION -  1X01
 DF9465  PID         -  DF9465
 DF9465  STATE/COUNTY-  WI/KENOSHA
 DF9465  COUNTRY     -  US
 DF9465  USGS QUAD   -  GENOA CITY (2018)
 DF9465
 DF9465                         *CURRENT SURVEY CONTROL
 DF9465  ______________________________________________________________________
 DF9465* NAD 83(1986) POSITION- 42 33 05.69   (N) 088 17 18.32   (W)   HD_HELD1
 DF9465* NAVD 88 ORTHO HEIGHT -   255.252 (meters)      837.44  (feet) ADJUSTED
 DF9465  ______________________________________________________________________
 DF9465  GEOID HEIGHT    -        -34.302 (meters)                     GEOID18
 DF9465  DYNAMIC HEIGHT  -        255.171 (meters)      837.17  (feet) COMP
 DF9465  MODELED GRAVITY -    980,300.2   (mgal)                       NAVD 88
 DF9465
 DF9465  VERT ORDER      -  SECOND    CLASS I
 DF9465
 DF9465.The horizontal coordinates were determined by differentially corrected
 DF9465.hand held GPS observations or other comparable positioning techniques
 DF9465.and have an estimated accuracy of +/- 3 meters.
 DF9465
 DF9465.The orthometric height was determined by differential leveling and
 DF9465.adjusted by the WI DEPT OF TRANSP
 DF9465.in May 2012.
 DF9465
 DF9465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9465.GEOID18 height accuracy estimate available here.
 DF9465
 DF9465.Click photographs - Photos may exist for this station.
 DF9465
 DF9465.The dynamic height is computed by dividing the NAVD 88
 DF9465.geopotential number by the normal gravity value computed on the
 DF9465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9465.degrees latitude (g = 980.6199 gals.).
 DF9465
 DF9465.The modeled gravity was interpolated from observed gravity values.
 DF9465
 DF9465;                    North         East    Units  Estimated Accuracy
 DF9465;SPC WI S     -    62,719.3     740,570.3     MT  (+/- 3 meters HH1 GPS) 
 DF9465
 DF9465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9422111824(NAD 83)
 DF9465
 DF9465                          SUPERSEDED SURVEY CONTROL
 DF9465
 DF9465  NAVD 88 (04/20/07)  255.223  (m)          837.34   (f) SUPERSEDED  2 1
 DF9465  NAVD 88 (02/25/04)  255.244  (m)          837.41   (f) SUPERSEDED  2 1
 DF9465
 DF9465.Superseded values are not recommended for survey control.
 DF9465
 DF9465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9465.See file dsdata.pdf to determine how the superseded data were derived.
 DF9465
 DF9465_MARKER: DD = SURVEY DISK
 DF9465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9465_STAMPING: 1X01 2002
 DF9465_MARK LOGO: WIDT
 DF9465_PROJECTION: FLUSH
 DF9465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9465+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 DF9465
 DF9465  HISTORY     - Date     Condition        Report By
 DF9465  HISTORY     - 2001     MONUMENTED       WIDT
 DF9465  HISTORY     - 20060719 GOOD             WIDT
 DF9465
 DF9465                          STATION DESCRIPTION
 DF9465
 DF9465'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9465'THE STATION IS LOCATED ABOUT 14 KM SOUTH OF BURLINGTON, 13 KM
 DF9465'SOUTHEAST OF LAKE GENEVA AND 4 KM NORTHWEST OF TWIN LAKES.
 DF9465'OWNERSHIP--KENOSHA COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9465'STATE HIGHWAY 50 WITH STATE HIGHWAY 83 NORTH ABOUT 12 KM SOUTHEAST OF
 DF9465'BURLINGTON, GO WEST ON STATE HIGHWAY 50 FOR 6.3 KM TO COUNTY HIGHWAY
 DF9465'P, TURN LEFT AND GO SOUTH FOR 3.0 KM TO COUNTY HIGHWAY F, TURN LEFT
 DF9465'AND GO EAST ON COUNTY HIGHWAY F FOR 0.6 KM TO THE POWERS LAKE BOAT
 DF9465'LANDING AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9465'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9465'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9465'A DEPTH OF 1.5 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9465'STATION IS 13.7 M SOUTHEAST FROM THE CENTERLINE OF COUNTY HIGHWAY F,
 DF9465'22 M EAST OF POWERS LAKE SHORELINE, 14.0 M SOUTHWEST OF POWER POLE
 DF9465'--1-19-18.2  3942-- AND 4.2 M SOUTHWEST OF THE CENTER OF THE ENTRANCE
 DF9465'FOR --POWERS LAKE BOAT ACCESS--.  ---NOTE---THIS STATION IS NOT
 DF9465'SUITABLE FOR GPS OBSERVATIONS DUE TO A TREE OVERHAED.
 DF9465
 DF9465                          STATION RECOVERY (2006)
 DF9465
 DF9465'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9465'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE SOUTHWEST
 DF9465'CORNER OF A GRASSY TRIANGLE FORMED BY THE CURBING FOR COUNTY HIGHWAY
 DF9465'K, THE BOAT LANDING ENTRANCE, AND A CAR-TRAILER PARKING LANE, 13.7 M
 DF9465'SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY F AND COUNTY HIGHWAY P
 DF9465'(BLOOMFIELD ROAD), 5.6 M SOUTH-SOUTHWEST OF THE SOUTH WOOD POST FOR A
 DF9465'--POWERS LAKE BOAT ACCESS-- SIGN,
 DF9465'4.2 M NORTHWEST OF THE CENTERLINE OF THE BOAT LANDING ENTRANCE, 65 CM
 DF9465'NORTHWEST OF THE BACKSIDE OF THE NORTHWEST CURB OF THE ENTRANCE, AND
 DF9465'63 CM NORTHEAST OF THE BACKSIDE OF A PARKING LANE CURB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9466 ***********************************************************************
 DF9466  DESIGNATION -  1X02
 DF9466  PID         -  DF9466
 DF9466  STATE/COUNTY-  WI/KENOSHA
 DF9466  COUNTRY     -  US
 DF9466  USGS QUAD   -  GENOA CITY (2018)
 DF9466
 DF9466                         *CURRENT SURVEY CONTROL
 DF9466  ______________________________________________________________________
 DF9466* NAD 83(1986) POSITION- 42 33 59.98   (N) 088 17 45.76   (W)   HD_HELD1
 DF9466* NAVD 88 ORTHO HEIGHT -   269.275 (meters)      883.45  (feet) ADJUSTED
 DF9466  ______________________________________________________________________
 DF9466  GEOID HEIGHT    -        -34.306 (meters)                     GEOID18
 DF9466  DYNAMIC HEIGHT  -        269.191 (meters)      883.17  (feet) COMP
 DF9466  MODELED GRAVITY -    980,302.3   (mgal)                       NAVD 88
 DF9466
 DF9466  VERT ORDER      -  SECOND    CLASS I
 DF9466
 DF9466.The horizontal coordinates were determined by differentially corrected
 DF9466.hand held GPS observations or other comparable positioning techniques
 DF9466.and have an estimated accuracy of +/- 3 meters.
 DF9466
 DF9466.The orthometric height was determined by differential leveling and
 DF9466.adjusted by the WI DEPT OF TRANSP
 DF9466.in May 2012.
 DF9466
 DF9466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9466.GEOID18 height accuracy estimate available here.
 DF9466
 DF9466.Click photographs - Photos may exist for this station.
 DF9466
 DF9466.The dynamic height is computed by dividing the NAVD 88
 DF9466.geopotential number by the normal gravity value computed on the
 DF9466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9466.degrees latitude (g = 980.6199 gals.).
 DF9466
 DF9466.The modeled gravity was interpolated from observed gravity values.
 DF9466
 DF9466;                    North         East    Units  Estimated Accuracy
 DF9466;SPC WI S     -    64,381.4     739,910.1     MT  (+/- 3 meters HH1 GPS) 
 DF9466
 DF9466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9362113509(NAD 83)
 DF9466
 DF9466                          SUPERSEDED SURVEY CONTROL
 DF9466
 DF9466  NAVD 88 (04/20/07)  269.247  (m)          883.35   (f) SUPERSEDED  2 1
 DF9466  NAVD 88 (02/25/04)  269.267  (m)          883.42   (f) SUPERSEDED  2 1
 DF9466
 DF9466.Superseded values are not recommended for survey control.
 DF9466
 DF9466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9466.See file dsdata.pdf to determine how the superseded data were derived.
 DF9466
 DF9466_MARKER: DD = SURVEY DISK
 DF9466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9466_STAMPING: 1X02 2002
 DF9466_MARK LOGO: WIDT
 DF9466_PROJECTION: FLUSH
 DF9466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9466+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 DF9466
 DF9466  HISTORY     - Date     Condition        Report By
 DF9466  HISTORY     - 2001     MONUMENTED       WIDT
 DF9466  HISTORY     - 20060719 GOOD             WIDT
 DF9466
 DF9466                          STATION DESCRIPTION
 DF9466
 DF9466'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9466'THE STATION IS LOCATED ABOUT 12 KM SOUTH OF BURLINGTON, 12 KM EAST OF
 DF9466'LAKE GENEVA AND 1 KM NORTH OF POWERS LAKE. OWNERSHIP--KENOSHA COUNTY.
 DF9466'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 WITH STATE
 DF9466'HIGHWAY 83 NORTH ABOUT 12 KM SOUTHEAST OF BURLINGTON, GO WEST ON
 DF9466'STATE HIGHWAY 50 FOR 6.3 KM TO COUNTY HIGHWAY P, TURN LEFT AND GO
 DF9466'SOUTH ON COUNTY HIGHWAY P FOR 0.8 KM TO 396TH STREET, CONTINUE SOUTH
 DF9466'ON COUNTY HIGHWAY P FOR 1.0 KM TO THE STATION ON THE RIGHT. THE
 DF9466'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9466'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9466'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1.0 M BELOW THE
 DF9466'HIGHWAY PAVEMENT. THE STATION IS 13.4 M WEST OF THE CENTERLINE OF
 DF9466'COUNTY HIGHWAY P, 83 M SOUTH OF POWER POLE SUPPORT --1-19-6  25/0--,
 DF9466'30.3 M SOUTHWEST OF POWER POLE --1-19-7-8--, AND 2 M EAST OF
 DF9466'CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, SOUTH AND EAST OF
 DF9466'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9466'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9466'HORIZON.
 DF9466
 DF9466                          STATION RECOVERY (2006)
 DF9466
 DF9466'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9466'RECOVERED IN GOOD CONDITION.  ADD-- STATION IS 0.7 M EAST, 1.0 M
 DF9466'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9841 ***********************************************************************
 DF9841  DESIGNATION -  1X03
 DF9841  PID         -  DF9841
 DF9841  STATE/COUNTY-  WI/KENOSHA
 DF9841  COUNTRY     -  US
 DF9841  USGS QUAD   -  GENOA CITY (2018)
 DF9841
 DF9841                         *CURRENT SURVEY CONTROL
 DF9841  ______________________________________________________________________
 DF9841* NAD 83(1986) POSITION- 42 35 11.25   (N) 088 17 52.17   (W)   HD_HELD1
 DF9841* NAVD 88 ORTHO HEIGHT -   266.139 (meters)      873.16  (feet) ADJUSTED
 DF9841  ______________________________________________________________________
 DF9841  GEOID HEIGHT    -        -34.317 (meters)                     GEOID18
 DF9841  DYNAMIC HEIGHT  -        266.057 (meters)      872.89  (feet) COMP
 DF9841  MODELED GRAVITY -    980,304.7   (mgal)                       NAVD 88
 DF9841
 DF9841  VERT ORDER      -  SECOND    CLASS I
 DF9841
 DF9841.The horizontal coordinates were determined by differentially corrected
 DF9841.hand held GPS observations or other comparable positioning techniques
 DF9841.and have an estimated accuracy of +/- 3 meters.
 DF9841
 DF9841.The orthometric height was determined by differential leveling and
 DF9841.adjusted by the WI DEPT OF TRANSP
 DF9841.in May 2012.
 DF9841
 DF9841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9841.GEOID18 height accuracy estimate available here.
 DF9841
 DF9841.Click photographs - Photos may exist for this station.
 DF9841
 DF9841.The dynamic height is computed by dividing the NAVD 88
 DF9841.geopotential number by the normal gravity value computed on the
 DF9841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9841.degrees latitude (g = 980.6199 gals.).
 DF9841
 DF9841.The modeled gravity was interpolated from observed gravity values.
 DF9841
 DF9841;                    North         East    Units  Estimated Accuracy
 DF9841;SPC WI S     -    66,577.2     739,719.1     MT  (+/- 3 meters HH1 GPS) 
 DF9841
 DF9841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9350815709(NAD 83)
 DF9841
 DF9841                          SUPERSEDED SURVEY CONTROL
 DF9841
 DF9841  NAVD 88 (04/20/07)  266.112  (m)          873.07   (f) SUPERSEDED  2 1
 DF9841  NAVD 88 (02/25/04)  266.130  (m)          873.13   (f) SUPERSEDED  2 1
 DF9841
 DF9841.Superseded values are not recommended for survey control.
 DF9841
 DF9841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9841.See file dsdata.pdf to determine how the superseded data were derived.
 DF9841
 DF9841_MARKER: DD = SURVEY DISK
 DF9841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9841_STAMPING: 1X03 2002
 DF9841_MARK LOGO: WIDT
 DF9841_PROJECTION: FLUSH
 DF9841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9841+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 DF9841
 DF9841  HISTORY     - Date     Condition        Report By
 DF9841  HISTORY     - 2001     MONUMENTED       WIDT
 DF9841  HISTORY     - 20060712 GOOD             WIDT
 DF9841
 DF9841                          STATION DESCRIPTION
 DF9841
 DF9841'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9841'THE STATION IS LOCATED ABOUT 11 KM SOUTH OF BURLINGTON, 11 KM EAST OF
 DF9841'LAKE GENEVA AND 4 KM NORTH OF POWERS LAKE. OWNERSHIP--KENOSHA COUNTY.
 DF9841'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 WITH STATE
 DF9841'HIGHWAY 83 NORTH ABOUT 12 KM SOUTHEAST OF BURLINGTON, GO WEST ON
 DF9841'STATE HIGHWAY 50 FOR 6.3 KM TO COUNTY HIGHWAY P, TURN RIGHT AND GO
 DF9841'NORTH ON COUNTY HIGHWAY P FOR 0.3 KM TO THE STATION ON THE LEFT. THE
 DF9841'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9841'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM CONCRETE POST
 DF9841'SET TO A DEPTH OF 2.4 M AND ABOUT 4 M ABOVE THE HIGHWAY PAVEMENT. THE
 DF9841'STATION IS 19.2 M SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY P,
 DF9841'84.4 M NORTHWEST OF WOOD POST FOR --JUNCTION STATE HIGHWAY 50-- SIGN,
 DF9841'13.9 M SOUTH-SOUTHWEST OF WOOD POST ON WEST SIDE OF ROAD FOR --STOP
 DF9841'AHEAD-- SIGN, AND 1.0 M EAST-SOUTHEAST OF FENCE LINE. ---NOTE---THE
 DF9841'STATION IS 1.0 M EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DF9841'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9841'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9841
 DF9841                          STATION RECOVERY (2006)
 DF9841
 DF9841'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9841'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M EAST, 1.0 M
 DF9841'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9467 ***********************************************************************
 DF9467  DESIGNATION -  1X04
 DF9467  PID         -  DF9467
 DF9467  STATE/COUNTY-  WI/KENOSHA
 DF9467  COUNTRY     -  US
 DF9467  USGS QUAD   -  GENOA CITY (2018)
 DF9467
 DF9467                         *CURRENT SURVEY CONTROL
 DF9467  ______________________________________________________________________
 DF9467* NAD 83(1986) POSITION- 42 36 15.07   (N) 088 18 10.79   (W)   HD_HELD1
 DF9467* NAVD 88 ORTHO HEIGHT -   256.483 (meters)      841.48  (feet) ADJUSTED
 DF9467  ______________________________________________________________________
 DF9467  GEOID HEIGHT    -        -34.323 (meters)                     GEOID18
 DF9467  DYNAMIC HEIGHT  -        256.404 (meters)      841.22  (feet) COMP
 DF9467  MODELED GRAVITY -    980,307.4   (mgal)                       NAVD 88
 DF9467
 DF9467  VERT ORDER      -  SECOND    CLASS I
 DF9467
 DF9467.The horizontal coordinates were determined by differentially corrected
 DF9467.hand held GPS observations or other comparable positioning techniques
 DF9467.and have an estimated accuracy of +/- 3 meters.
 DF9467
 DF9467.The orthometric height was determined by differential leveling and
 DF9467.adjusted by the WI DEPT OF TRANSP
 DF9467.in May 2012.
 DF9467
 DF9467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9467.GEOID18 height accuracy estimate available here.
 DF9467
 DF9467.Click photographs - Photos may exist for this station.
 DF9467
 DF9467.The dynamic height is computed by dividing the NAVD 88
 DF9467.geopotential number by the normal gravity value computed on the
 DF9467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9467.degrees latitude (g = 980.6199 gals.).
 DF9467
 DF9467.The modeled gravity was interpolated from observed gravity values.
 DF9467
 DF9467;                    North         East    Units  Estimated Accuracy
 DF9467;SPC WI S     -    68,537.5     739,254.5     MT  (+/- 3 meters HH1 GPS) 
 DF9467
 DF9467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9311417684(NAD 83)
 DF9467
 DF9467                          SUPERSEDED SURVEY CONTROL
 DF9467
 DF9467  NAVD 88 (04/20/07)  256.455  (m)          841.39   (f) SUPERSEDED  2 1
 DF9467  NAVD 88 (02/25/04)  256.473  (m)          841.45   (f) SUPERSEDED  2 1
 DF9467
 DF9467.Superseded values are not recommended for survey control.
 DF9467
 DF9467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9467.See file dsdata.pdf to determine how the superseded data were derived.
 DF9467
 DF9467_MARKER: DD = SURVEY DISK
 DF9467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9467_STAMPING: 1X04 2002
 DF9467_MARK LOGO: WIDT
 DF9467_PROJECTION: FLUSH
 DF9467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9467+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 DF9467
 DF9467  HISTORY     - Date     Condition        Report By
 DF9467  HISTORY     - 2001     MONUMENTED       WIDT
 DF9467  HISTORY     - 20060712 GOOD             WIDT
 DF9467
 DF9467                          STATION DESCRIPTION
 DF9467
 DF9467'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9467'THE STATION IS LOCATED ABOUT 11 KM EAST OF LAKE GENEVA, 9 KM SOUTH OF
 DF9467'BURLINGTON AND 6 KM NORTH OF POWERS LAKE. OWNERSHIP--KENOSHA COUNTY.
 DF9467'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 WITH STATE
 DF9467'HIGHWAY 83 NORTH ABOUT 12 KM SOUTHEAST OF BURLINGTON, GO WEST ON
 DF9467'STATE HIGHWAY 50 FOR 6.3 KM TO COUNTY HIGHWAY P, TURN RIGHT AND GO
 DF9467'NORTH ON COUNTY HIGHWAY P FOR 1.4 KM TO 45TH STREET (CRANBERRY ROAD)
 DF9467'ON THE LEFT, CONTINUE NORTH ON COUNTY HIGHWAY P FOR 0.8 KM TO THE
 DF9467'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9467'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9467'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9467'THE STATION IS 14.1 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY P,
 DF9467'63.1 M SOUTH OF DRIVEWAY FOR --SEND WOODLAND MANAGEMENT CENTER--, AND
 DF9467'4.1 M NORTHEAST OF WOOD FENCE POST. ---NOTE---THE STATION IS NORTH,
 DF9467'SOUTH AND EAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9467'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9467'ABOVE THE HORIZON.
 DF9467
 DF9467                          STATION RECOVERY (2006)
 DF9467
 DF9467'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9467'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 16.5 M SOUTHEAST OF
 DF9467'THE EAST WOOD POST FOR A WOOD --SENO WOODLAND MANAGEMENT CENTER-- SIGN
 DF9467'AND 3.9 M EAST OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9469 ***********************************************************************
 DF9469  DESIGNATION -  1X05
 DF9469  PID         -  DF9469
 DF9469  STATE/COUNTY-  WI/RACINE
 DF9469  COUNTRY     -  US
 DF9469  USGS QUAD   -  BURLINGTON (2018)
 DF9469
 DF9469                         *CURRENT SURVEY CONTROL
 DF9469  ______________________________________________________________________
 DF9469* NAD 83(1986) POSITION- 42 38 22.77   (N) 088 17 15.55   (W)   HD_HELD1
 DF9469* NAVD 88 ORTHO HEIGHT -   253.183 (meters)      830.65  (feet) ADJUSTED
 DF9469  ______________________________________________________________________
 DF9469  GEOID HEIGHT    -        -34.361 (meters)                     GEOID18
 DF9469  DYNAMIC HEIGHT  -        253.106 (meters)      830.40  (feet) COMP
 DF9469  MODELED GRAVITY -    980,312.1   (mgal)                       NAVD 88
 DF9469
 DF9469  VERT ORDER      -  SECOND    CLASS I
 DF9469
 DF9469.The horizontal coordinates were determined by differentially corrected
 DF9469.hand held GPS observations or other comparable positioning techniques
 DF9469.and have an estimated accuracy of +/- 3 meters.
 DF9469
 DF9469.The orthometric height was determined by differential leveling and
 DF9469.adjusted by the WI DEPT OF TRANSP
 DF9469.in May 2012.
 DF9469
 DF9469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9469.GEOID18 height accuracy estimate available here.
 DF9469
 DF9469.Click photographs - Photos may exist for this station.
 DF9469
 DF9469.The dynamic height is computed by dividing the NAVD 88
 DF9469.geopotential number by the normal gravity value computed on the
 DF9469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9469.degrees latitude (g = 980.6199 gals.).
 DF9469
 DF9469.The modeled gravity was interpolated from observed gravity values.
 DF9469
 DF9469;                    North         East    Units  Estimated Accuracy
 DF9469;SPC WI S     -    72,503.0     740,432.6     MT  (+/- 3 meters HH1 GPS) 
 DF9469
 DF9469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9443321604(NAD 83)
 DF9469
 DF9469                          SUPERSEDED SURVEY CONTROL
 DF9469
 DF9469  NAVD 88 (04/20/07)  253.156  (m)          830.56   (f) SUPERSEDED  2 1
 DF9469  NAVD 88 (02/25/04)  253.172  (m)          830.62   (f) SUPERSEDED  2 1
 DF9469
 DF9469.Superseded values are not recommended for survey control.
 DF9469
 DF9469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9469.See file dsdata.pdf to determine how the superseded data were derived.
 DF9469
 DF9469_MARKER: DD = SURVEY DISK
 DF9469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9469_STAMPING: 1X05 2002
 DF9469_MARK LOGO: WIDT
 DF9469_PROJECTION: FLUSH
 DF9469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9469+STABILITY: SURFACE MOTION
 DF9469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9469+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 DF9469
 DF9469  HISTORY     - Date     Condition        Report By
 DF9469  HISTORY     - 2001     MONUMENTED       WIDT
 DF9469  HISTORY     - 20060706 GOOD             WIDT
 DF9469
 DF9469                          STATION DESCRIPTION
 DF9469
 DF9469'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9469'THE STATION IS LOCATED ABOUT 38 KM WEST OF KENOSHA, 10 KM NORTH OF
 DF9469'POWERS LAKE AND 4 KM SOUTH OF BURLINGTON.  OWNERSHIP--RACINE COUNTY.
 DF9469'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WEST AND
 DF9469'STATE HIGHWAY 83 SOUTH WITH STATE HIGHWAY 36 IN THE CITY OF
 DF9469'BURLINGTON, GO SOUTHWEST ON STATE HIGHWAY 36 FOR 0.6 KM TO COUNTY
 DF9469'HIGHWAY P (MCHENRY STREET) ON THE LEFT, TURN LEFT AND GO SOUTH ON
 DF9469'COUNTY HIGHWAY P FOR 3.2 KM TO YAHNKE ROAD ON THE LEFT, CONTINUE
 DF9469'SOUTH ON COUNTY HIGHWAY P FOR 0.8 KM TO THE STATION ON THE LEFT.
 DF9469'---NOTE---THE STATION IS LOCATED IN THE TOWNSHIP OF BURLINGTON FIRE
 DF9469'DEPARTMENT STATION --2-- LAWN.  THE STATION IS A BRONZE WISCONSIN
 DF9469'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9469'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9469'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 9.2 M EAST
 DF9469'OF THE CENTERLINE OF COUNTY HIGHWAY P, 29.2 M SOUTHWEST OF THE
 DF9469'CENTERLINE OF FISH HATCHERY ROAD, 18.6 M NORTHEAST OF THE NORTHWEST
 DF9469'CORNER OF --TOWN OF BURLINGTON FIRE DEPARTMENT --2--, AND 12.3 M
 DF9469'NORTH OF NORTH EDGE OF DRIVEWAY PAVEMENT. ---NOTE---THIS STATION HAS
 DF9469'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9469'HORIZON.
 DF9469
 DF9469                          STATION RECOVERY (2006)
 DF9469
 DF9469'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9469'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 13.4 M NORTHWEST OF
 DF9469'A METAL FLAG POLE, 8.8 M WEST-SOUTHWEST OF THE WEST WOOD POST FOR A
 DF9469'--TOWN OF BURLINGTON FIRE DEPT-- SIGN, 6.4 M SOUTHEAST OF AN
 DF9469'--ADOPT-A-HIGHWAY-- SIGN POST, AND 4.7 M NORTH OF A YELLOW FIBERGLASS
 DF9469'--CAUTION GAS PIPELINE-- POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9471 ***********************************************************************
 DF9471  DESIGNATION -  1X07
 DF9471  PID         -  DF9471
 DF9471  STATE/COUNTY-  WI/RACINE
 DF9471  COUNTRY     -  US
 DF9471  USGS QUAD   -  BURLINGTON (2018)
 DF9471
 DF9471                         *CURRENT SURVEY CONTROL
 DF9471  ______________________________________________________________________
 DF9471* NAD 83(1986) POSITION- 42 40 56.94   (N) 088 16 36.94   (W)   HD_HELD1
 DF9471* NAVD 88 ORTHO HEIGHT -   232.453 (meters)      762.64  (feet) ADJUSTED
 DF9471  ______________________________________________________________________
 DF9471  GEOID HEIGHT    -        -34.400 (meters)                     GEOID18
 DF9471  DYNAMIC HEIGHT  -        232.384 (meters)      762.41  (feet) COMP
 DF9471  MODELED GRAVITY -    980,317.7   (mgal)                       NAVD 88
 DF9471
 DF9471  VERT ORDER      -  SECOND    CLASS I
 DF9471
 DF9471.The horizontal coordinates were determined by differentially corrected
 DF9471.hand held GPS observations or other comparable positioning techniques
 DF9471.and have an estimated accuracy of +/- 3 meters.
 DF9471
 DF9471.The orthometric height was determined by differential leveling and
 DF9471.adjusted by the WI DEPT OF TRANSP
 DF9471.in May 2012.
 DF9471
 DF9471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9471.GEOID18 height accuracy estimate available here.
 DF9471
 DF9471.Click photographs - Photos may exist for this station.
 DF9471
 DF9471.The dynamic height is computed by dividing the NAVD 88
 DF9471.geopotential number by the normal gravity value computed on the
 DF9471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9471.degrees latitude (g = 980.6199 gals.).
 DF9471
 DF9471.The modeled gravity was interpolated from observed gravity values.
 DF9471
 DF9471;                    North         East    Units  Estimated Accuracy
 DF9471;SPC WI S     -    77,277.4     741,213.7     MT  (+/- 3 meters HH1 GPS) 
 DF9471
 DF9471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9538426346(NAD 83)
 DF9471
 DF9471                          SUPERSEDED SURVEY CONTROL
 DF9471
 DF9471  NAVD 88 (04/20/07)  232.427  (m)          762.55   (f) SUPERSEDED  2 1
 DF9471  NAVD 88 (02/25/04)  232.440  (m)          762.60   (f) SUPERSEDED  2 1
 DF9471
 DF9471.Superseded values are not recommended for survey control.
 DF9471
 DF9471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9471.See file dsdata.pdf to determine how the superseded data were derived.
 DF9471
 DF9471_MARKER: DD = SURVEY DISK
 DF9471_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF9471_SP_SET: SPILLWAY RETAINING WALL
 DF9471_STAMPING: 1X07 2002
 DF9471_MARK LOGO: WIDT
 DF9471_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9471+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 DF9471
 DF9471  HISTORY     - Date     Condition        Report By
 DF9471  HISTORY     - 2001     MONUMENTED       WIDT
 DF9471  HISTORY     - 20060706 GOOD             WIDT
 DF9471  HISTORY     - 20090527 GOOD             GEOSPC
 DF9471
 DF9471                          STATION DESCRIPTION
 DF9471
 DF9471'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9471'THE STATION IS LOCATED IN BURLINGTON.  OWNERSHIP--CITY OF BURLINGTON.
 DF9471'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE
 DF9471'HIGHWAY 36 (MILWAUKEE AVENUE) IN THE CITY OF BURLINGTON, GO NORTHEAST
 DF9471'ON STATE HIGHWAY 36 (MILWAUKEE AVENUE) FOR 0.2 KM TO CONGRESS STREET
 DF9471'ON THE RIGHT AND THE ENTRANCE TO ECHO LAKE VETERANS MEMORIAL PARK ON
 DF9471'THE LEFT, TURN LEFT AND ENTER THE PARK.  THE STATION IS A BRONZE
 DF9471'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9471'STATION DISK SET IN THE TOP OF A RETAINING WALL FOR A SPILLWAY FOR
 DF9471'THE WHITE RIVER AND ABOUT 1 M ABOVE THE SIDEWALK. THE STATION IS 96 M
 DF9471'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A GAZEBO, 77 M SOUTHWEST OF
 DF9471'POWER POLE --45-4--, AND 16.1 M NORTHWEST OF THE NORTH-WESTERNMOST
 DF9471'WOOD POST FOR A --MORMONS IN EARLY WISCONSIN-- SIGN.  ---NOTE---THIS
 DF9471'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9471'ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING TO 25
 DF9471'DEGREES.
 DF9471
 DF9471                          STATION RECOVERY (2006)
 DF9471
 DF9471'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9471'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 25 CM SOUTHWEST OF
 DF9471'THE SOUTHWEST EDGE OF CONCRETE STEPS LEADING TO THE SPILLWAY.  NOTE--
 DF9471'VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTHEAST
 DF9471'QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
 DF9471
 DF9471                          STATION RECOVERY (2009)
 DF9471
 DF9471'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2009 (MNH)
 DF9471'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9855 ***********************************************************************
 DF9855  DESIGNATION -  1X08
 DF9855  PID         -  DF9855
 DF9855  STATE/COUNTY-  WI/RACINE
 DF9855  COUNTRY     -  US
 DF9855  USGS QUAD   -  BURLINGTON (2018)
 DF9855
 DF9855                         *CURRENT SURVEY CONTROL
 DF9855  ______________________________________________________________________
 DF9855* NAD 83(1986) POSITION- 42 41 51.02   (N) 088 15 35.96   (W)   HD_HELD1
 DF9855* NAVD 88 ORTHO HEIGHT -   231.913 (meters)      760.87  (feet) ADJUSTED
 DF9855  ______________________________________________________________________
 DF9855  GEOID HEIGHT    -        -34.430 (meters)                     GEOID18
 DF9855  DYNAMIC HEIGHT  -        231.845 (meters)      760.64  (feet) COMP
 DF9855  MODELED GRAVITY -    980,319.4   (mgal)                       NAVD 88
 DF9855
 DF9855  VERT ORDER      -  SECOND    CLASS I
 DF9855
 DF9855.The horizontal coordinates were determined by differentially corrected
 DF9855.hand held GPS observations or other comparable positioning techniques
 DF9855.and have an estimated accuracy of +/- 3 meters.
 DF9855
 DF9855.The orthometric height was determined by differential leveling and
 DF9855.adjusted by the WI DEPT OF TRANSP
 DF9855.in May 2012.
 DF9855
 DF9855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9855.GEOID18 height accuracy estimate available here.
 DF9855
 DF9855.Click photographs - Photos may exist for this station.
 DF9855
 DF9855.The dynamic height is computed by dividing the NAVD 88
 DF9855.geopotential number by the normal gravity value computed on the
 DF9855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9855.degrees latitude (g = 980.6199 gals.).
 DF9855
 DF9855.The modeled gravity was interpolated from observed gravity values.
 DF9855
 DF9855;                    North         East    Units  Estimated Accuracy
 DF9855;SPC WI S     -    78,974.6     742,566.9     MT  (+/- 3 meters HH1 GPS) 
 DF9855
 DF9855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9679727993(NAD 83)
 DF9855
 DF9855                          SUPERSEDED SURVEY CONTROL
 DF9855
 DF9855  NAVD 88 (04/20/07)  231.887  (m)          760.78   (f) SUPERSEDED  2 1
 DF9855  NAVD 88 (02/25/04)  231.900  (m)          760.83   (f) SUPERSEDED  2 1
 DF9855
 DF9855.Superseded values are not recommended for survey control.
 DF9855
 DF9855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9855.See file dsdata.pdf to determine how the superseded data were derived.
 DF9855
 DF9855_MARKER: DD = SURVEY DISK
 DF9855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9855_STAMPING: 1X08 2002
 DF9855_MARK LOGO: WIDT
 DF9855_PROJECTION: FLUSH
 DF9855_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9855+STABILITY: SURFACE MOTION
 DF9855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9855+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 DF9855
 DF9855  HISTORY     - Date     Condition        Report By
 DF9855  HISTORY     - 2001     MONUMENTED       WIDT
 DF9855  HISTORY     - 20060819 GOOD             USPSQD
 DF9855  HISTORY     - 20070920 GOOD             WOOLPT
 DF9855
 DF9855                          STATION DESCRIPTION
 DF9855
 DF9855'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9855'THE STATION IS LOCATED ABOUT 35 KM SOUTH OF WAUKESHA, 6 KM SOUTHWEST
 DF9855'OF ROCHESTER AND 3 KM NORTHEAST OF BURLINGTON.    OWNERSHIP--WISCONSIN
 DF9855'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9855'OF STATE HIGHWAY 11 WITH STATE HIGHWAY 36 (MILWAUKEE AVENUE) IN THE
 DF9855'CITY OF BURLINGTON, GO NORTHEAST ON STATE HIGHWAY 36 (MILWAUKEE
 DF9855'AVENUE) FOR 2.3 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9855'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9855'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9855'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9855'STATION IS 14.3 M NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 DF9855'OF STATE HIGHWAY 36 (MILWAUKEE AVENUE), 60 M EAST-NORTHEAST OF THE
 DF9855'CENTERLINE OF SOUTH TEUT ROAD, 57 M SOUTHEAST OF A LIGHT POLE, 57.2 M
 DF9855'SOUTH-SOUTHEAST OF POWER POLE --E60-9217 45-5--, AND 32.8 M
 DF9855'SOUTH-SOUTHWEST OF WOOD POST FOR --WRONG WAY-- SIGN.  ---NOTE---THE
 DF9855'STATION IS SOUTH-SOUTHEAST, SOUTHWEST AND NORTHEAST OF THREE WHITE
 DF9855'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9855'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9855
 DF9855                          STATION RECOVERY (2006)
 DF9855
 DF9855'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9855'RECOVERED IN GOOD CONDITION.
 DF9855
 DF9855                          STATION RECOVERY (2007)
 DF9855
 DF9855'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (DJK)
 DF9855'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9853 ***********************************************************************
 DF9853  DESIGNATION -  1X09
 DF9853  PID         -  DF9853
 DF9853  STATE/COUNTY-  WI/RACINE
 DF9853  COUNTRY     -  US
 DF9853  USGS QUAD   -  ROCHESTER (2018)
 DF9853
 DF9853                         *CURRENT SURVEY CONTROL
 DF9853  ______________________________________________________________________
 DF9853* NAD 83(1986) POSITION- 42 43 33.93   (N) 088 13 20.91   (W)   HD_HELD1
 DF9853* NAVD 88 ORTHO HEIGHT -   236.657 (meters)      776.43  (feet) ADJUSTED
 DF9853  ______________________________________________________________________
 DF9853  GEOID HEIGHT    -        -34.487 (meters)                     GEOID18
 DF9853  DYNAMIC HEIGHT  -        236.587 (meters)      776.20  (feet) COMP
 DF9853  MODELED GRAVITY -    980,322.0   (mgal)                       NAVD 88
 DF9853
 DF9853  VERT ORDER      -  SECOND    CLASS I
 DF9853
 DF9853.The horizontal coordinates were determined by differentially corrected
 DF9853.hand held GPS observations or other comparable positioning techniques
 DF9853.and have an estimated accuracy of +/- 3 meters.
 DF9853
 DF9853.The orthometric height was determined by differential leveling and
 DF9853.adjusted by the WI DEPT OF TRANSP
 DF9853.in May 2012.
 DF9853
 DF9853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9853.GEOID18 height accuracy estimate available here.
 DF9853
 DF9853.Click photographs - Photos may exist for this station.
 DF9853
 DF9853.The dynamic height is computed by dividing the NAVD 88
 DF9853.geopotential number by the normal gravity value computed on the
 DF9853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9853.degrees latitude (g = 980.6199 gals.).
 DF9853
 DF9853.The modeled gravity was interpolated from observed gravity values.
 DF9853
 DF9853;                    North         East    Units  Estimated Accuracy
 DF9853;SPC WI S     -    82,214.3     745,572.5     MT  (+/- 3 meters HH1 GPS) 
 DF9853
 DF9853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9991631122(NAD 83)
 DF9853
 DF9853                          SUPERSEDED SURVEY CONTROL
 DF9853
 DF9853  NAVD 88 (04/20/07)  236.630  (m)          776.34   (f) SUPERSEDED  2 1
 DF9853  NAVD 88 (02/25/04)  236.640  (m)          776.38   (f) SUPERSEDED  2 1
 DF9853
 DF9853.Superseded values are not recommended for survey control.
 DF9853
 DF9853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9853.See file dsdata.pdf to determine how the superseded data were derived.
 DF9853
 DF9853_MARKER: DD = SURVEY DISK
 DF9853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9853_STAMPING: 1X09 2002
 DF9853_MARK LOGO: WIDT
 DF9853_PROJECTION: FLUSH
 DF9853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9853+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DF9853
 DF9853  HISTORY     - Date     Condition        Report By
 DF9853  HISTORY     - 2001     MONUMENTED       WIDT
 DF9853  HISTORY     - 20060705 GOOD             WIDT
 DF9853  HISTORY     - 20060819 GOOD             USPSQD
 DF9853
 DF9853                          STATION DESCRIPTION
 DF9853
 DF9853'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9853'THE STATION IS LOCATED ABOUT 36 KM WEST OF RACINE, 7 KM NORTHEAST OF
 DF9853'BURLINGTON AND 4 KM SOUTH OF WATERFORD.  OWNERSHIP--WISCONSIN
 DF9853'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9853'OF STATE HIGHWAY 20 WITH STATE HIGHWAY 36 ABOUT 10 KM NORTHEAST OF
 DF9853'THE CITY OF BURLINGTON, GO SOUTHWEST ON STATE HIGHWAY 36 FOR 3.2 KM
 DF9853'TO NORTH RIVER ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.    THE
 DF9853'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9853'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9853'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 2 M ABOVE THE HIGHWAY
 DF9853'PAVEMENT.  THE STATION IS 21.6 M WEST-NORTHWEST OF THE CENTERLINE OF
 DF9853'THE SOUTHBOUND LANES OF STATE HIGHWAY 36, 43.0 M SOUTH OF THE
 DF9853'CENTERLINE OF NORTH RIVER ROAD, 28.2 M SOUTHWEST OF A LIGHT POLE, AND
 DF9853'25 M EAST-SOUTHEAST OF A BARBED WIRE FENCE.  ---NOTE---THE STATION IS
 DF9853'EAST-SOUTHEAST, NORTH-NORTHEAST AND SOUTH-SOUTHEAST OF THREE WHITE
 DF9853'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9853'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9853
 DF9853                          STATION RECOVERY (2006)
 DF9853
 DF9853'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9853'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M
 DF9853'EAST-SOUTHEAST, 1.0 M NORTH-NORTHEAST, AND 1.0 M SOUTH-SOUTHWEST OF
 DF9853'THREE WHITE PLASTIC WITNESS POSTS.
 DF9853
 DF9853                          STATION RECOVERY (2006)
 DF9853
 DF9853'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9852 ***********************************************************************
 DF9852  DESIGNATION -  1X10
 DF9852  PID         -  DF9852
 DF9852  STATE/COUNTY-  WI/RACINE
 DF9852  COUNTRY     -  US
 DF9852  USGS QUAD   -  ROCHESTER (2018)
 DF9852
 DF9852                         *CURRENT SURVEY CONTROL
 DF9852  ______________________________________________________________________
 DF9852* NAD 83(1986) POSITION- 42 44 49.17   (N) 088 12 46.47   (W)   HD_HELD1
 DF9852* NAVD 88 ORTHO HEIGHT -   238.070 (meters)      781.07  (feet) ADJUSTED
 DF9852  ______________________________________________________________________
 DF9852  GEOID HEIGHT    -        -34.513 (meters)                     GEOID18
 DF9852  DYNAMIC HEIGHT  -        238.001 (meters)      780.84  (feet) COMP
 DF9852  MODELED GRAVITY -    980,324.2   (mgal)                       NAVD 88
 DF9852
 DF9852  VERT ORDER      -  SECOND    CLASS I
 DF9852
 DF9852.The horizontal coordinates were determined by differentially corrected
 DF9852.hand held GPS observations or other comparable positioning techniques
 DF9852.and have an estimated accuracy of +/- 3 meters.
 DF9852
 DF9852.The orthometric height was determined by differential leveling and
 DF9852.adjusted by the WI DEPT OF TRANSP
 DF9852.in May 2012.
 DF9852
 DF9852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9852.GEOID18 height accuracy estimate available here.
 DF9852
 DF9852.Click photographs - Photos may exist for this station.
 DF9852
 DF9852.The dynamic height is computed by dividing the NAVD 88
 DF9852.geopotential number by the normal gravity value computed on the
 DF9852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9852.degrees latitude (g = 980.6199 gals.).
 DF9852
 DF9852.The modeled gravity was interpolated from observed gravity values.
 DF9852
 DF9852;                    North         East    Units  Estimated Accuracy
 DF9852;SPC WI S     -    84,552.3     746,306.1     MT  (+/- 3 meters HH1 GPS) 
 DF9852
 DF9852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0073233432(NAD 83)
 DF9852
 DF9852                          SUPERSEDED SURVEY CONTROL
 DF9852
 DF9852  NAVD 88 (04/20/07)  238.044  (m)          780.98   (f) SUPERSEDED  2 1
 DF9852  NAVD 88 (02/25/04)  238.053  (m)          781.01   (f) SUPERSEDED  2 1
 DF9852
 DF9852.Superseded values are not recommended for survey control.
 DF9852
 DF9852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9852.See file dsdata.pdf to determine how the superseded data were derived.
 DF9852
 DF9852_MARKER: DD = SURVEY DISK
 DF9852_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9852_SP_SET: PARAPET WALL
 DF9852_STAMPING: 1X10 2002
 DF9852_MARK LOGO: WIDT
 DF9852_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9852+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DF9852
 DF9852  HISTORY     - Date     Condition        Report By
 DF9852  HISTORY     - 2001     MONUMENTED       WIDT
 DF9852  HISTORY     - 20060705 GOOD             WIDT
 DF9852  HISTORY     - 20060819 GOOD             USPSQD
 DF9852
 DF9852                          STATION DESCRIPTION
 DF9852
 DF9852'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9852'THE STATION IS LOCATED ABOUT 29 KM SOUTH OF WAUKESHA, 14 KM NORTHWEST
 DF9852'OF UNION GROVE AND 9 KM NORTHEAST OF BURLINGTON.
 DF9852'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9852'STATION FROM THE JUNCTION OF STATE HIGHWAY 20 WITH STATE HIGHWAY 36
 DF9852'ABOUT 9 KM NORTHEAST OF THE CITY OF BURLINGTON, GO SOUTHWEST ON STATE
 DF9852'HIGHWAY 36 FOR 0.8 KM TO BRIDGE --B-51-57-98-- AND THE STATION ON THE
 DF9852'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9852'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9852'THE SOUTH END OF THE WEST PARAPET WALL FOR THE SOUTHBOUND LANES OF
 DF9852'STATE HIGHWAY 36.  THE STATION IS 7.1 M WEST-NORTHWEST OF THE
 DF9852'CENTERLINE OF THE SOUTHBOUND LANES OF STATE HIGHWAY 36, 0.6 KM
 DF9852'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY D AND 41.1 M
 DF9852'NORTHEAST OF A PLASTIC POST FOR A--BURIED FIBER OPTIC CABLE--.
 DF9852'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9852'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9852
 DF9852                          STATION RECOVERY (2006)
 DF9852
 DF9852'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9852'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M NORTH OF THE
 DF9852'SOUTH END OF THE WEST BRIDGE PARAPET.  NOTE1-- THE --BURIED FIBER
 DF9852'OPTIC CABLE-- POST DESCRIBED IN 2001 WAS NOT FOUND.  NOTE2-- VISIBLE
 DF9852'OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST AND SOUTH EXTENDING
 DF9852'TO 20 DEGREES ABOVE THE HORIZON.
 DF9852
 DF9852                          STATION RECOVERY (2006)
 DF9852
 DF9852'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9851 ***********************************************************************
 DF9851  DESIGNATION -  1X11
 DF9851  PID         -  DF9851
 DF9851  STATE/COUNTY-  WI/RACINE
 DF9851  COUNTRY     -  US
 DF9851  USGS QUAD   -  WATERFORD (2018)
 DF9851
 DF9851                         *CURRENT SURVEY CONTROL
 DF9851  ______________________________________________________________________
 DF9851* NAD 83(1986) POSITION- 42 45 34.68   (N) 088 12 03.80   (W)   HD_HELD1
 DF9851* NAVD 88 ORTHO HEIGHT -   238.837 (meters)      783.58  (feet) ADJUSTED
 DF9851  ______________________________________________________________________
 DF9851  GEOID HEIGHT    -        -34.535 (meters)                     GEOID18
 DF9851  DYNAMIC HEIGHT  -        238.767 (meters)      783.35  (feet) COMP
 DF9851  MODELED GRAVITY -    980,325.3   (mgal)                       NAVD 88
 DF9851
 DF9851  VERT ORDER      -  SECOND    CLASS I
 DF9851
 DF9851.The horizontal coordinates were determined by differentially corrected
 DF9851.hand held GPS observations or other comparable positioning techniques
 DF9851.and have an estimated accuracy of +/- 3 meters.
 DF9851
 DF9851.The orthometric height was determined by differential leveling and
 DF9851.adjusted by the WI DEPT OF TRANSP
 DF9851.in May 2012.
 DF9851
 DF9851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9851.GEOID18 height accuracy estimate available here.
 DF9851
 DF9851.Click photographs - Photos may exist for this station.
 DF9851
 DF9851.The dynamic height is computed by dividing the NAVD 88
 DF9851.geopotential number by the normal gravity value computed on the
 DF9851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9851.degrees latitude (g = 980.6199 gals.).
 DF9851
 DF9851.The modeled gravity was interpolated from observed gravity values.
 DF9851
 DF9851;                    North         East    Units  Estimated Accuracy
 DF9851;SPC WI S     -    85,977.1     747,246.0     MT  (+/- 3 meters HH1 GPS) 
 DF9851
 DF9851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0172234822(NAD 83)
 DF9851
 DF9851                          SUPERSEDED SURVEY CONTROL
 DF9851
 DF9851  NAVD 88 (04/20/07)  238.811  (m)          783.50   (f) SUPERSEDED  2 1
 DF9851  NAVD 88 (02/25/04)  238.818  (m)          783.52   (f) SUPERSEDED  2 1
 DF9851
 DF9851.Superseded values are not recommended for survey control.
 DF9851
 DF9851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9851.See file dsdata.pdf to determine how the superseded data were derived.
 DF9851
 DF9851_MARKER: DD = SURVEY DISK
 DF9851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9851_STAMPING: 1X11 2002
 DF9851_MARK LOGO: WIDT
 DF9851_PROJECTION: FLUSH
 DF9851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9851+STABILITY: SURFACE MOTION
 DF9851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9851+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DF9851
 DF9851  HISTORY     - Date     Condition        Report By
 DF9851  HISTORY     - 2001     MONUMENTED       WIDT
 DF9851  HISTORY     - 20060705 GOOD             WIDT
 DF9851  HISTORY     - 20060819 GOOD             USPSQD
 DF9851
 DF9851                          STATION DESCRIPTION
 DF9851
 DF9851'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9851'THE STATION IS LOCATED ABOUT 28 KM SOUTH OF WAUKESHA, 11 KM NORTHEAST
 DF9851'OF BURLINGTON AND 1 KM EAST OF WATERFORD.  OWNERSHIP--WISCONSIN
 DF9851'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9851'OF STATE HIGHWAY 20 WITH STATE HIGHWAY 36 ABOUT 1 KM SOUTHEAST OF THE
 DF9851'VILLAGE OF WATERFORD, GO NORTHEAST ON STATE HIGHWAY 36 FOR 0.9 KM TO
 DF9851'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9851'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9851'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9851'AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 14.3 M
 DF9851'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF STATE HIGHWAY
 DF9851'36, 0.3 KM SOUTH OF COUNTY HIGHWAY X, 34.8 M NORTH-NORTHEAST OF POWER
 DF9851'POLE --97-06544 WEPCO--, 20.1 M SOUTH-SOUTHWEST OF  THE TOP CENTER OF
 DF9851'A 1.0 M DIAMETER REINFORCED CONCRETE CULVERT PIPE, AND 8 M WEST OF
 DF9851'CULTIVATED FIELD. ---NOTE---THE STATION IS SOUTH, EAST AND WEST OF
 DF9851'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9851'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9851'HORIZON EXCEPT FOR THE A POWER POLE TO THE SOUTH EXTENDING TO 30
 DF9851'DEGREES.
 DF9851
 DF9851                          STATION RECOVERY (2006)
 DF9851
 DF9851'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9851'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.21 MILE SOUTH OF
 DF9851'EAST MAIN STREET AND 1.0 M WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST
 DF9851'OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- COUNTY HIGHWAY X
 DF9851'DESCRIBED IN 2001 IS EAST MAIN STREET
 DF9851
 DF9851                          STATION RECOVERY (2006)
 DF9851
 DF9851'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9851'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9850 ***********************************************************************
 DF9850  DESIGNATION -  1X12
 DF9850  PID         -  DF9850
 DF9850  STATE/COUNTY-  WI/RACINE
 DF9850  COUNTRY     -  US
 DF9850  USGS QUAD   -  WATERFORD (2018)
 DF9850
 DF9850                         *CURRENT SURVEY CONTROL
 DF9850  ______________________________________________________________________
 DF9850* NAD 83(1986) POSITION- 42 47 32.90   (N) 088 10 43.15   (W)   HD_HELD1
 DF9850* NAVD 88 ORTHO HEIGHT -   244.536 (meters)      802.28  (feet) ADJUSTED
 DF9850  ______________________________________________________________________
 DF9850  GEOID HEIGHT    -        -34.587 (meters)                     GEOID18
 DF9850  DYNAMIC HEIGHT  -        244.466 (meters)      802.05  (feet) COMP
 DF9850  MODELED GRAVITY -    980,328.4   (mgal)                       NAVD 88
 DF9850
 DF9850  VERT ORDER      -  SECOND    CLASS I
 DF9850
 DF9850.The horizontal coordinates were determined by differentially corrected
 DF9850.hand held GPS observations or other comparable positioning techniques
 DF9850.and have an estimated accuracy of +/- 3 meters.
 DF9850
 DF9850.The orthometric height was determined by differential leveling and
 DF9850.adjusted by the WI DEPT OF TRANSP
 DF9850.in May 2012.
 DF9850
 DF9850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9850.GEOID18 height accuracy estimate available here.
 DF9850
 DF9850.Click photographs - Photos may exist for this station.
 DF9850
 DF9850.The dynamic height is computed by dividing the NAVD 88
 DF9850.geopotential number by the normal gravity value computed on the
 DF9850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9850.degrees latitude (g = 980.6199 gals.).
 DF9850
 DF9850.The modeled gravity was interpolated from observed gravity values.
 DF9850
 DF9850;                    North         East    Units  Estimated Accuracy
 DF9850;SPC WI S     -    89,664.1     748,999.7     MT  (+/- 3 meters HH1 GPS) 
 DF9850
 DF9850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0360638443(NAD 83)
 DF9850
 DF9850                          SUPERSEDED SURVEY CONTROL
 DF9850
 DF9850  NAVD 88 (04/20/07)  244.510  (m)          802.20   (f) SUPERSEDED  2 1
 DF9850  NAVD 88 (02/25/04)  244.519  (m)          802.23   (f) SUPERSEDED  2 1
 DF9850
 DF9850.Superseded values are not recommended for survey control.
 DF9850
 DF9850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9850.See file dsdata.pdf to determine how the superseded data were derived.
 DF9850
 DF9850_MARKER: DD = SURVEY DISK
 DF9850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9850_STAMPING: 1X12 2002
 DF9850_MARK LOGO: WIDT
 DF9850_PROJECTION: FLUSH
 DF9850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9850+STABILITY: SURFACE MOTION
 DF9850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9850+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DF9850
 DF9850  HISTORY     - Date     Condition        Report By
 DF9850  HISTORY     - 2001     MONUMENTED       WIDT
 DF9850  HISTORY     - 20060705 GOOD             WIDT
 DF9850  HISTORY     - 20060819 GOOD             USPSQD
 DF9850
 DF9850                          STATION DESCRIPTION
 DF9850
 DF9850'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9850'THE STATION IS LOCATED ABOUT 33 KM WEST-NORTHWEST OF RACINE, 13 KM
 DF9850'SOUTH OF MUSKEGO AND 4 KM NORTHEAST OF WATERFORD.
 DF9850'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9850'STATION FROM THE JUNCTION OF STATE HIGHWAY 36 WITH STATE HIGHWAY 164
 DF9850'AND COUNTY HIGHWAY K ABOUT 2 KM NORTHEAST OF THE VILLAGE OF
 DF9850'WATERFORD, GO NORTHEAST ON STATE HIGHWAY 36 FOR 2.5 KM TO MALCHINE
 DF9850'ROAD AND THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9850'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9850'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9850'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 19.5 M
 DF9850'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 36 NORTHBOUND LANES,
 DF9850'33.3 M WEST OF A METAL POST FOR A --CAUTION T INTERSECTION-- SIGN,
 DF9850'21.3 M SOUTH-SOUTHWEST OF THE CENTERLINE OF MALCHINE ROAD, 19 M
 DF9850'NORTHWEST OF CULTIVATED FIELD, AND 12.1 M EAST OF THE TOP CENTER OF A
 DF9850'1.0 M DIAMETER REINFORCED CONCRETE CULVERT PIPE.  ---NOTE---THE
 DF9850'STATION IS EAST, SOUTHWEST AND NORTH OF THREE WHITE PLASTIC WITNESS
 DF9850'POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9850'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9850
 DF9850                          STATION RECOVERY (2006)
 DF9850
 DF9850'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9850'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTHWEST,
 DF9850'1.0 M SOUTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DF9850'POSTS.   NOTE-- STATE HIGHWAY 36 IS ALSO NAMED MILWAUKEE AVENUE.
 DF9850
 DF9850                          STATION RECOVERY (2006)
 DF9850
 DF9850'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9850'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9849 ***********************************************************************
 DF9849  DESIGNATION -  1X13
 DF9849  PID         -  DF9849
 DF9849  STATE/COUNTY-  WI/RACINE
 DF9849  COUNTRY     -  US
 DF9849  USGS QUAD   -  WATERFORD (2018)
 DF9849
 DF9849                         *CURRENT SURVEY CONTROL
 DF9849  ______________________________________________________________________
 DF9849* NAD 83(1986) POSITION- 42 48 34.5    (N) 088 09 52.0    (W)   HD_HELD2
 DF9849* NAVD 88 ORTHO HEIGHT -   238.612 (meters)      782.85  (feet) ADJUSTED
 DF9849  ______________________________________________________________________
 DF9849  GEOID HEIGHT    -        -34.619 (meters)                     GEOID18
 DF9849  DYNAMIC HEIGHT  -        238.544 (meters)      782.62  (feet) COMP
 DF9849  MODELED GRAVITY -    980,330.0   (mgal)                       NAVD 88
 DF9849
 DF9849  VERT ORDER      -  SECOND    CLASS I
 DF9849
 DF9849.The horizontal coordinates were established by autonomous hand held GPS
 DF9849.observations and have an estimated accuracy of +/- 10 meters.
 DF9849
 DF9849.The orthometric height was determined by differential leveling and
 DF9849.adjusted by the WI DEPT OF TRANSP
 DF9849.in May 2012.
 DF9849
 DF9849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9849.GEOID18 height accuracy estimate available here.
 DF9849
 DF9849.Click photographs - Photos may exist for this station.
 DF9849
 DF9849.The dynamic height is computed by dividing the NAVD 88
 DF9849.geopotential number by the normal gravity value computed on the
 DF9849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9849.degrees latitude (g = 980.6199 gals.).
 DF9849
 DF9849.The modeled gravity was interpolated from observed gravity values.
 DF9849
 DF9849;                    North         East    Units  Estimated Accuracy
 DF9849;SPC WI S     -    91,590.      750,120.      MT  (+/- 10 meters HH2 GPS)
 DF9849
 DF9849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0479440327(NAD 83)
 DF9849
 DF9849                          SUPERSEDED SURVEY CONTROL
 DF9849
 DF9849  NAVD 88 (04/20/07)  238.586  (m)          782.76   (f) SUPERSEDED  2 1
 DF9849  NAVD 88 (02/25/04)  238.595  (m)          782.79   (f) SUPERSEDED  2 1
 DF9849
 DF9849.Superseded values are not recommended for survey control.
 DF9849
 DF9849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9849.See file dsdata.pdf to determine how the superseded data were derived.
 DF9849
 DF9849_MARKER: DD = SURVEY DISK
 DF9849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9849_STAMPING: 1X13 2002
 DF9849_MARK LOGO: WIDT
 DF9849_PROJECTION: FLUSH
 DF9849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9849+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DF9849
 DF9849  HISTORY     - Date     Condition        Report By
 DF9849  HISTORY     - 2001     MONUMENTED       WIDT
 DF9849  HISTORY     - 20060705 GOOD             WIDT
 DF9849  HISTORY     - 20060819 GOOD             USPSQD
 DF9849
 DF9849                          STATION DESCRIPTION
 DF9849
 DF9849'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9849'THE STATION IS LOCATED ABOUT 32 KM NORTHWEST OF RACINE, 11 KM SOUTH
 DF9849'OF MUSKEGO AND 7 KM NORTHEAST OF WATERFORD.  OWNERSHIP--WISCONSIN
 DF9849'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9849'OF STATE HIGHWAY 36 WITH STATE HIGHWAY 164 AND COUNTY HIGHWAY K ABOUT
 DF9849'2 KM NORTHEAST OF THE VILLAGE OF WATERFORD, GO NORTHEAST ON STATE
 DF9849'HIGHWAY 36 FOR 4.7 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9849'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9849'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9849'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9849'STATION IS 11.2 M WEST OF THE CENTERLINE OF SOUTHBOUND LANES OF STATE
 DF9849'HIGHWAY 36, 0.6 KM SOUTH-SOUTHWEST OF WIND LAKE ROAD, AND 14 M EAST
 DF9849'OF CENTERLINE OF BIKE PATH.  ---NOTE---THE STATION IS SOUTH, WEST AND
 DF9849'EAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION
 DF9849'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 32 DEGREES ABOVE
 DF9849'THE HORIZON.
 DF9849
 DF9849                          STATION RECOVERY (2006)
 DF9849
 DF9849'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9849'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M
 DF9849'WEST-NORTHWEST, 1.0 M SOUTH-SOUTHEAST, AND 1.0 M EAST-NORTHEAST OF
 DF9849'THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- VISIBLE OBSTRUCTIONS AT
 DF9849'THIS STATION ARE TREES IN THE WEST QUADRANTS EXTENDING TO 50 DEGREES
 DF9849'ABOVE THE HORIZON.
 DF9849
 DF9849                          STATION RECOVERY (2006)
 DF9849
 DF9849'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9849'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9848 ***********************************************************************
 DF9848  DESIGNATION -  1X14
 DF9848  PID         -  DF9848
 DF9848  STATE/COUNTY-  WI/RACINE
 DF9848  COUNTRY     -  US
 DF9848  USGS QUAD   -  WATERFORD (2018)
 DF9848
 DF9848                         *CURRENT SURVEY CONTROL
 DF9848  ______________________________________________________________________
 DF9848* NAD 83(1986) POSITION- 42 49 44.81   (N) 088 09 20.55   (W)   HD_HELD1
 DF9848* NAVD 88 ORTHO HEIGHT -   241.016 (meters)      790.73  (feet) ADJUSTED
 DF9848  ______________________________________________________________________
 DF9848  GEOID HEIGHT    -        -34.647 (meters)                     GEOID18
 DF9848  DYNAMIC HEIGHT  -        240.947 (meters)      790.51  (feet) COMP
 DF9848  MODELED GRAVITY -    980,331.8   (mgal)                       NAVD 88
 DF9848
 DF9848  VERT ORDER      -  SECOND    CLASS I
 DF9848
 DF9848.The horizontal coordinates were determined by differentially corrected
 DF9848.hand held GPS observations or other comparable positioning techniques
 DF9848.and have an estimated accuracy of +/- 3 meters.
 DF9848
 DF9848.The orthometric height was determined by differential leveling and
 DF9848.adjusted by the WI DEPT OF TRANSP
 DF9848.in May 2012.
 DF9848
 DF9848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9848.GEOID18 height accuracy estimate available here.
 DF9848
 DF9848.Click photographs - Photos may exist for this station.
 DF9848
 DF9848.The dynamic height is computed by dividing the NAVD 88
 DF9848.geopotential number by the normal gravity value computed on the
 DF9848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9848.degrees latitude (g = 980.6199 gals.).
 DF9848
 DF9848.The modeled gravity was interpolated from observed gravity values.
 DF9848
 DF9848;                    North         East    Units  Estimated Accuracy
 DF9848;SPC WI S     -    93,774.7     750,786.4     MT  (+/- 3 meters HH1 GPS) 
 DF9848
 DF9848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0553842486(NAD 83)
 DF9848
 DF9848                          SUPERSEDED SURVEY CONTROL
 DF9848
 DF9848  NAVD 88 (04/20/07)  240.990  (m)          790.65   (f) SUPERSEDED  2 1
 DF9848  NAVD 88 (02/25/04)  241.000  (m)          790.68   (f) SUPERSEDED  2 1
 DF9848
 DF9848.Superseded values are not recommended for survey control.
 DF9848
 DF9848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9848.See file dsdata.pdf to determine how the superseded data were derived.
 DF9848
 DF9848_MARKER: DD = SURVEY DISK
 DF9848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9848_STAMPING: 1X14 2002
 DF9848_MARK LOGO: WIDT
 DF9848_PROJECTION: FLUSH
 DF9848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9848+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 DF9848
 DF9848  HISTORY     - Date     Condition        Report By
 DF9848  HISTORY     - 2001     MONUMENTED       WIDT
 DF9848  HISTORY     - 20060705 GOOD             WIDT
 DF9848  HISTORY     - 20060820 GOOD             USPSQD
 DF9848
 DF9848                          STATION DESCRIPTION
 DF9848
 DF9848'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9848'THE STATION IS LOCATED ABOUT 21 KM SOUTH OF WAUKESHA, 9 KM NORTHEAST
 DF9848'OF WATERFORD IN WIND LAKE. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF9848'TRANSPORTATION. TO REACH THE STATION FROM THE SOUTH JUNCTION OF US
 DF9848'HIGHWAY 45 WITH STATE HIGHWAY 36 ABOUT 8 KM SOUTH OF HALES CORNERS,
 DF9848'GO SOUTHWEST ON STATE HIGHWAY 36 FOR 8.3 KM TO COUNTY HIGHWAY Y (WEST
 DF9848'LOOMIS) AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF9848'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9848'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9848'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9848'STATION IS 27.1 M SOUTHEAST OF THE CENTERLINE OF SOUTHBOUND LANES OF
 DF9848'STATE HIGHWAY 36, 43 M NORTH OF THE CENTERLINE OF THE ENTRANCE TO
 DF9848'WIND LAKE PLAZA, 28.8 M NORTHWEST OF POWER POLE --67-26430 WEPCO--,
 DF9848'24.1 M SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY Y (WEST LOOMIS),
 DF9848'AND 17.4 M WEST OF THE CENTERLINE OF WEST WIND LAKE ROAD.
 DF9848'---NOTE---THE STATION IS SOUTHWEST, NORTH AND NORTHEAST OF THREE
 DF9848'WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9848'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIXON
 DF9848'EXCEPT FOR A LIGHT POLE THAT SUPPORTS A TRAFFIC SIGNAL TO THE NORTH
 DF9848'EXTENDING TO 35 DEGREES.
 DF9848
 DF9848                          STATION RECOVERY (2006)
 DF9848
 DF9848'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9848'RECOVERED IN GOOD CONDITION.   ADD-- THE STATION IS 1.0 M NORTHWEST,
 DF9848'1.0 M NORTHEAST, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9848'NOTE-- THE STATION IS IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DF9848'STATE HIGHWAY 36 (MILWAUKEE AVENUE) WITH WEST LOOMIS ROAD AND WEST OF
 DF9848'WEST WIND LAKE ROAD.
 DF9848
 DF9848                          STATION RECOVERY (2006)
 DF9848
 DF9848'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9848'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9846 ***********************************************************************
 DF9846  DESIGNATION -  1X15
 DF9846  PID         -  DF9846
 DF9846  STATE/COUNTY-  WI/WAUKESHA
 DF9846  COUNTRY     -  US
 DF9846  USGS QUAD   -  NORTH CAPE (2018)
 DF9846
 DF9846                         *CURRENT SURVEY CONTROL
 DF9846  ______________________________________________________________________
 DF9846* NAD 83(1986) POSITION- 42 51 07.77   (N) 088 07 00.82   (W)   HD_HELD1
 DF9846* NAVD 88 ORTHO HEIGHT -   237.481 (meters)      779.14  (feet) ADJUSTED
 DF9846  ______________________________________________________________________
 DF9846  GEOID HEIGHT    -        -34.703 (meters)                     GEOID18
 DF9846  DYNAMIC HEIGHT  -        237.415 (meters)      778.92  (feet) COMP
 DF9846  MODELED GRAVITY -    980,334.8   (mgal)                       NAVD 88
 DF9846
 DF9846  VERT ORDER      -  SECOND    CLASS I
 DF9846
 DF9846.The horizontal coordinates were determined by differentially corrected
 DF9846.hand held GPS observations or other comparable positioning techniques
 DF9846.and have an estimated accuracy of +/- 3 meters.
 DF9846
 DF9846.The orthometric height was determined by differential leveling and
 DF9846.adjusted by the WI DEPT OF TRANSP
 DF9846.in May 2012.
 DF9846
 DF9846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9846.GEOID18 height accuracy estimate available here.
 DF9846
 DF9846.Click photographs - Photos may exist for this station.
 DF9846
 DF9846.The dynamic height is computed by dividing the NAVD 88
 DF9846.geopotential number by the normal gravity value computed on the
 DF9846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9846.degrees latitude (g = 980.6199 gals.).
 DF9846
 DF9846.The modeled gravity was interpolated from observed gravity values.
 DF9846
 DF9846;                    North         East    Units  Estimated Accuracy
 DF9846;SPC WI S     -    96,405.0     753,901.4     MT  (+/- 3 meters HH1 GPS) 
 DF9846
 DF9846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0874545002(NAD 83)
 DF9846
 DF9846                          SUPERSEDED SURVEY CONTROL
 DF9846
 DF9846  NAVD 88 (04/20/07)  237.456  (m)          779.05   (f) SUPERSEDED  2 1
 DF9846  NAVD 88 (02/25/04)  237.468  (m)          779.09   (f) SUPERSEDED  2 1
 DF9846
 DF9846.Superseded values are not recommended for survey control.
 DF9846
 DF9846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9846.See file dsdata.pdf to determine how the superseded data were derived.
 DF9846
 DF9846_MARKER: DD = SURVEY DISK
 DF9846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9846_STAMPING: 1X15 2002
 DF9846_MARK LOGO: WIDT
 DF9846_PROJECTION: FLUSH
 DF9846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9846+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 DF9846
 DF9846  HISTORY     - Date     Condition        Report By
 DF9846  HISTORY     - 2001     MONUMENTED       WIDT
 DF9846  HISTORY     - 20060817 GOOD             WIDT
 DF9846  HISTORY     - 20060820 GOOD             USPSQD
 DF9846
 DF9846                          STATION DESCRIPTION
 DF9846
 DF9846'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9846'THE STATION IS LOCATED ABOUT 30 KM NORTHWEST OF RACINE, 11 KM
 DF9846'SOUTHWEST OF HALES CORNERS AND 6 KM SOUTH-SOUTHEAST OF MUSKEGO.
 DF9846'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9846'STATION FROM THE SOUTH JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY
 DF9846'36 ABOUT 8 KM SOUTH OF HALES CORNERS, GO SOUTHWEST ON STATE HIGHWAY
 DF9846'36 FOR 3.0 KM TO THODE DRIVE, CONTINUE SOUTHWEST ON STATE HIGHWAY 36
 DF9846'FOR 1.2 KM TO COUNTY HIGHWAY G (LOOMIS DRIVE) AND THE STATION ON THE
 DF9846'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9846'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9846'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9846'THE PAVEMENT.  THE STATION IS 23.2 M SOUTH-SOUTHEAST OF THE
 DF9846'CENTERLINE OF THE NORTHBOUND LANES OF STATE HIGHWAY 36, 29.4 M WEST
 DF9846'OF POWER POLE --98-01962 WEPCO--, 28.5 M NORTH-NORTHEAST OF POWER
 DF9846'POLE WITH A MAST ARM --97-10023--, AND 21.3 M EAST OF THE CENTERLINE
 DF9846'OF COUNTY HIGHWAY G (LOOMIS DRIVE).  ---NOTE---THE STATION IS SOUTH,
 DF9846'EAST AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9846'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 18 DEGREES
 DF9846'ABOVE THE HORIZON.
 DF9846
 DF9846                          STATION RECOVERY (2006)
 DF9846
 DF9846'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9846'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M NORTHEAST OF
 DF9846'THE EXTENDED CENTERLINE OF A CONCRETE DRAIN TROUGH.
 DF9846
 DF9846                          STATION RECOVERY (2006)
 DF9846
 DF9846'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9845 ***********************************************************************
 DF9845  DESIGNATION -  1X16
 DF9845  PID         -  DF9845
 DF9845  STATE/COUNTY-  WI/WAUKESHA
 DF9845  COUNTRY     -  US
 DF9845  USGS QUAD   -  NORTH CAPE (2018)
 DF9845
 DF9845                         *CURRENT SURVEY CONTROL
 DF9845  ______________________________________________________________________
 DF9845* NAD 83(1986) POSITION- 42 51 34.23   (N) 088 05 47.33   (W)   HD_HELD1
 DF9845* NAVD 88 ORTHO HEIGHT -   238.712 (meters)      783.17  (feet) ADJUSTED
 DF9845  ______________________________________________________________________
 DF9845  GEOID HEIGHT    -        -34.727 (meters)                     GEOID18
 DF9845  DYNAMIC HEIGHT  -        238.645 (meters)      782.95  (feet) COMP
 DF9845  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 DF9845
 DF9845  VERT ORDER      -  SECOND    CLASS I
 DF9845
 DF9845.The horizontal coordinates were determined by differentially corrected
 DF9845.hand held GPS observations or other comparable positioning techniques
 DF9845.and have an estimated accuracy of +/- 3 meters.
 DF9845
 DF9845.The orthometric height was determined by differential leveling and
 DF9845.adjusted by the WI DEPT OF TRANSP
 DF9845.in May 2012.
 DF9845
 DF9845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9845.GEOID18 height accuracy estimate available here.
 DF9845
 DF9845.Click photographs - Photos may exist for this station.
 DF9845
 DF9845.The dynamic height is computed by dividing the NAVD 88
 DF9845.geopotential number by the normal gravity value computed on the
 DF9845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9845.degrees latitude (g = 980.6199 gals.).
 DF9845
 DF9845.The modeled gravity was interpolated from observed gravity values.
 DF9845
 DF9845;                    North         East    Units  Estimated Accuracy
 DF9845;SPC WI S     -    97,259.1     755,550.9     MT  (+/- 3 meters HH1 GPS) 
 DF9845
 DF9845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1042345796(NAD 83)
 DF9845
 DF9845                          SUPERSEDED SURVEY CONTROL
 DF9845
 DF9845  NAVD 88 (04/20/07)  238.686  (m)          783.09   (f) SUPERSEDED  2 1
 DF9845  NAVD 88 (02/25/04)  238.699  (m)          783.13   (f) SUPERSEDED  2 1
 DF9845
 DF9845.Superseded values are not recommended for survey control.
 DF9845
 DF9845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9845.See file dsdata.pdf to determine how the superseded data were derived.
 DF9845
 DF9845_MARKER: DD = SURVEY DISK
 DF9845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9845_STAMPING: 1X16 2002
 DF9845_MARK LOGO: WIDT
 DF9845_PROJECTION: FLUSH
 DF9845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9845+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 DF9845
 DF9845  HISTORY     - Date     Condition        Report By
 DF9845  HISTORY     - 2001     MONUMENTED       WIDT
 DF9845  HISTORY     - 20060817 GOOD             WIDT
 DF9845  HISTORY     - 20060820 GOOD             USPSQD
 DF9845
 DF9845                          STATION DESCRIPTION
 DF9845
 DF9845'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9845'THE STATION  IS LOCATED ABOUT 29 KM NORTHWEST OF RACINE, 20 KM
 DF9845'SOUTHEAST OF WAUKESHA, AND 10 KM SOUTHWEST OF HALES CORNERS.
 DF9845'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9845'STATION FROM THE SOUTHERN JUNCTION OF US HIGHWAY 45 WITH STATE
 DF9845'HIGHWAY 36 ABOUT 8 KM SOUTH OF HALES CORNERS, GO SOUTHWEST ON STATE
 DF9845'HIGHWAY 36 FOR 2.3 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF9845'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9845'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9845'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9845'STATION IS 12.0 M SOUTHEAST OF THE NORTHBOUND LANES OF STATE HIGHWAY
 DF9845'36, 0.1 KM NORTHEAST OF PRIVATE ENTRANCE --W 14650--, 75 M
 DF9845'SOUTH-SOUTHWEST OF A FIELD ENTRANCE, AND 12 M WEST OF A CULTIVATED
 DF9845'FIELD.   ---NOTE---THE STATION IS NORTH-NORTHWEST, NORTHEAST AND SOUTH
 DF9845'OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE---THIS STATION HAS NO
 DF9845'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9845'HORIZON.
 DF9845
 DF9845                          STATION RECOVERY (2006)
 DF9845
 DF9845'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9845'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 MILE SOUTHWEST
 DF9845'OF CHAMPIONS DRIVE AND 0.4 MILE NORTHEAST OF THODE DRIVE.
 DF9845
 DF9845                          STATION RECOVERY (2006)
 DF9845
 DF9845'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9845'STATION IS LOCATED ABOUT 3' BELOW HIGHWAY PAVEMENT GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9843 ***********************************************************************
 DF9843  DESIGNATION -  1X17
 DF9843  PID         -  DF9843
 DF9843  STATE/COUNTY-  WI/MILWAUKEE
 DF9843  COUNTRY     -  US
 DF9843  USGS QUAD   -  HALES CORNERS (2018)
 DF9843
 DF9843                         *CURRENT SURVEY CONTROL
 DF9843  ______________________________________________________________________
 DF9843* NAD 83(1986) POSITION- 42 52 32.34   (N) 088 03 18.15   (W)   HD_HELD1
 DF9843* NAVD 88 ORTHO HEIGHT -   241.259 (meters)      791.53  (feet) ADJUSTED
 DF9843  ______________________________________________________________________
 DF9843  GEOID HEIGHT    -        -34.778 (meters)                     GEOID18
 DF9843  DYNAMIC HEIGHT  -        241.192 (meters)      791.31  (feet) COMP
 DF9843  MODELED GRAVITY -    980,337.3   (mgal)                       NAVD 88
 DF9843
 DF9843  VERT ORDER      -  SECOND    CLASS I
 DF9843
 DF9843.The horizontal coordinates were determined by differentially corrected
 DF9843.hand held GPS observations or other comparable positioning techniques
 DF9843.and have an estimated accuracy of +/- 3 meters.
 DF9843
 DF9843.The orthometric height was determined by differential leveling and
 DF9843.adjusted by the WI DEPT OF TRANSP
 DF9843.in May 2012.
 DF9843
 DF9843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9843.GEOID18 height accuracy estimate available here.
 DF9843
 DF9843.Click photographs - Photos may exist for this station.
 DF9843
 DF9843.The dynamic height is computed by dividing the NAVD 88
 DF9843.geopotential number by the normal gravity value computed on the
 DF9843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9843.degrees latitude (g = 980.6199 gals.).
 DF9843
 DF9843.The modeled gravity was interpolated from observed gravity values.
 DF9843
 DF9843;                    North         East    Units  Estimated Accuracy
 DF9843;SPC WI S     -    99,129.9     758,894.7     MT  (+/- 3 meters HH1 GPS) 
 DF9843
 DF9843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1383147545(NAD 83)
 DF9843
 DF9843                          SUPERSEDED SURVEY CONTROL
 DF9843
 DF9843  NAVD 88 (04/20/07)  241.234  (m)          791.45   (f) SUPERSEDED  2 1
 DF9843  NAVD 88 (02/25/04)  241.248  (m)          791.49   (f) SUPERSEDED  2 1
 DF9843
 DF9843.Superseded values are not recommended for survey control.
 DF9843
 DF9843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9843.See file dsdata.pdf to determine how the superseded data were derived.
 DF9843
 DF9843_MARKER: DD = SURVEY DISK
 DF9843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9843_STAMPING: 1X17 2002
 DF9843_MARK LOGO: WIDT
 DF9843_PROJECTION: FLUSH
 DF9843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9843+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2014
 DF9843
 DF9843  HISTORY     - Date     Condition        Report By
 DF9843  HISTORY     - 2001     MONUMENTED       WIDT
 DF9843  HISTORY     - 20060626 GOOD             WIDT
 DF9843  HISTORY     - 20060820 GOOD             USPSQD
 DF9843  HISTORY     - 20141211 GOOD             WIDT
 DF9843
 DF9843                          STATION DESCRIPTION
 DF9843
 DF9843'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9843'THE STATION IS LOCATED ABOUT 23 KM EAST OF MUKWONAGO, 8 KM SOUTHEAST
 DF9843'OF MUSKEGO AND 7 KM SOUTH OF HALES CORNERS.  OWNERSHIP--WISCONSIN
 DF9843'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9843'OF US HIGHWAY 45 SOUTH AND STATE HIGHWAY 36 WITH US HIGHWAY 45 NORTH
 DF9843'AND STATE HIGHWAY 100 ABOUT 5 KM SOUTH OF THE VILLAGE OF HALES
 DF9843'CORNERS, GO SOUTHWEST ON US HIGHWAY 45 SOUTH AND STATE HIGHWAY 36 FOR
 DF9843'2.0 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9843'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9843'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9843'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 16.8 M
 DF9843'NORTHWEST OF THE CENTERLINE OF US HIGHWAY 45 AND STATE HIGHWAY 36,
 DF9843'0.4 KM NORTH OF COUNTY HIGHWAY H (RYAN ROAD), 24 M NORTH OF WOOD POST
 DF9843'FOR A --COUNTY HIGHWAY H-- SIGN, AND 1 M SOUTHEAST OF CULTIVATED
 DF9843'FIELD.    ---NOTE---THE STATION IS SOUTHWEST, NORTH AND SOUTHEAST OF
 DF9843'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9843'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 18 DEGREES ABOVE THE
 DF9843'HORIZON.
 DF9843
 DF9843                          STATION RECOVERY (2006)
 DF9843
 DF9843'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9843'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M SOUTHEAST,
 DF9843'1.0 M NORTH, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9843
 DF9843                          STATION RECOVERY (2006)
 DF9843
 DF9843'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9843'24 M NORTH OF WOOD POST 'COUNTY HIGHWAY H' - SIGN CHANGED TO
 DF9843'INTERNATIONAL TYPE 'STOP LIGHTS AHEAD'.
 DF9843
 DF9843                          STATION RECOVERY (2014)
 DF9843
 DF9843'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DF9843'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9536 ***********************************************************************
 DF9536  DESIGNATION -  1X19
 DF9536  PID         -  DF9536
 DF9536  STATE/COUNTY-  WI/MILWAUKEE
 DF9536  COUNTRY     -  US
 DF9536  USGS QUAD   -  HALES CORNERS (2018)
 DF9536
 DF9536                         *CURRENT SURVEY CONTROL
 DF9536  ______________________________________________________________________
 DF9536* NAD 83(1986) POSITION- 42 54 20.06   (N) 088 02 15.64   (W)   HD_HELD1
 DF9536* NAVD 88 ORTHO HEIGHT -   240.577 (meters)      789.29  (feet) ADJUSTED
 DF9536  ______________________________________________________________________
 DF9536  GEOID HEIGHT    -        -34.826 (meters)                     GEOID18
 DF9536  DYNAMIC HEIGHT  -        240.511 (meters)      789.08  (feet) COMP
 DF9536  MODELED GRAVITY -    980,339.7   (mgal)                       NAVD 88
 DF9536
 DF9536  VERT ORDER      -  SECOND    CLASS I
 DF9536
 DF9536.The horizontal coordinates were determined by differentially corrected
 DF9536.hand held GPS observations or other comparable positioning techniques
 DF9536.and have an estimated accuracy of +/- 3 meters.
 DF9536
 DF9536.The orthometric height was determined by differential leveling and
 DF9536.adjusted by the NATIONAL GEODETIC SURVEY
 DF9536.in July 2015.
 DF9536
 DF9536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9536.GEOID18 height accuracy estimate available here.
 DF9536
 DF9536.Click photographs - Photos may exist for this station.
 DF9536
 DF9536.The dynamic height is computed by dividing the NAVD 88
 DF9536.geopotential number by the normal gravity value computed on the
 DF9536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9536.degrees latitude (g = 980.6199 gals.).
 DF9536
 DF9536.The modeled gravity was interpolated from observed gravity values.
 DF9536
 DF9536;                    North         East    Units  Estimated Accuracy
 DF9536;SPC WI S     -   102,486.2     760,234.8     MT  (+/- 3 meters HH1 GPS) 
 DF9536
 DF9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1529050851(NAD 83)
 DF9536
 DF9536                          SUPERSEDED SURVEY CONTROL
 DF9536
 DF9536  NAVD 88 (05/08/12)  240.560  (m)          789.24   (f) SUPERSEDED  2 1
 DF9536  NAVD 88 (04/20/07)  240.534  (m)          789.15   (f) SUPERSEDED  2 1
 DF9536  NAVD 88 (02/25/04)  240.549  (m)          789.20   (f) SUPERSEDED  2 1
 DF9536
 DF9536.Superseded values are not recommended for survey control.
 DF9536
 DF9536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9536.See file dsdata.pdf to determine how the superseded data were derived.
 DF9536
 DF9536_MARKER: DD = SURVEY DISK
 DF9536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9536_STAMPING: 1X19 2002
 DF9536_MARK LOGO: WIDT
 DF9536_PROJECTION: FLUSH
 DF9536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9536+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2014
 DF9536
 DF9536  HISTORY     - Date     Condition        Report By
 DF9536  HISTORY     - 2001     MONUMENTED       WIDT
 DF9536  HISTORY     - 20060626 GOOD             WIDT
 DF9536  HISTORY     - 20060820 GOOD             USPSQD
 DF9536  HISTORY     - 20111012 GOOD             WIDT
 DF9536  HISTORY     - 20141212 GOOD             WIDT
 DF9536
 DF9536                          STATION DESCRIPTION
 DF9536
 DF9536'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9536'THE STATION IS LOCATED ABOUT 29 KM NORTHWEST RACINE AND 19 KM
 DF9536'SOUTHWEST OF MILWAUKEE.  OWNERSHIP--TOWN OF FRANKLIN.  TO REACH THE
 DF9536'STATION FROM THE JUNCTION OF US HIGHWAY 45 NORTH AND STATE HIGHWAY
 DF9536'100 WITH US HIGHWAY 45 SOUTH AND STATE HIGHWAY 36 ABOUT 2 KM WEST OF
 DF9536'THE CITY OF FRANKLIN, GO NORTH ON US HIGHWAY 45 NORTH AND STATE
 DF9536'HIGHWAY 100 FOR 1.7 KM TO DREXEL AVENUE, TURN RIGHT AND GO EAST ON
 DF9536'DREXEL AVENUE FOR 0.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS
 DF9536'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9536'CONTROL STATION DISK SET IN THE TOP OF A 41-CM CONCRETE POST SET TO A
 DF9536'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DF9536'IS 13.0 M SOUTH OF THE CENTERLINE OF DREXEL AVENUE, 68.0 M
 DF9536'WEST-SOUTHWEST OF THE TOP CENTER OF A FIRE HYDRANT, 44.7 M EAST OF
 DF9536'THE TOP CENTER OF THE EAST END OF A 0.5 M REINFORCED CONCRETE CULVERT
 DF9536'PIPE, 26.5 M SOUTH OF TELEPHONE PEDESTAL --9930--, AND 1 M NORTH OF A
 DF9536'FIELD.  ---NOTE---THE STATION IS SOUTH, EAST AND WEST OF THREE WHITE
 DF9536'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF9536'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF9536
 DF9536                          STATION RECOVERY (2006)
 DF9536
 DF9536'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9536'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 36.7 M WEST OF THE
 DF9536'EXTENDED CENTERLINE OF ST. STEPHANS DRIVE.  NOTE-- CHIPS HAVE BEEN
 DF9536'REMOVED FROM THE NORTH EDGE OF THE CONCRETE POST PERHAPS FROM MOWING
 DF9536'OPERATIONS.
 DF9536
 DF9536                          STATION RECOVERY (2006)
 DF9536
 DF9536'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9536'RECOVERED IN GOOD CONDITION.
 DF9536
 DF9536                          STATION RECOVERY (2011)
 DF9536
 DF9536'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (GRS)
 DF9536'THE AREA HAS RECENTLY BEEN DEVELOPED INCLUDING THE MONUMENT NOW BEING
 DF9536'SURROUNDED BY A SIDEWALK.  A NEW LOCAL DESCRIPTION FOLLOWS.
 DF9536'THE STATION IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 DF9536'THE SIDEWALK, 3.05 M SOUTH OF THE FACE OF THE SOUTH CURB OF AN
 DF9536'APPROXIMATE 20 M WIDE DREXEL AVENUE CURB TO CURB, 36.7 M WEST OF THE
 DF9536'EXTENDED CENTERLINE OF ST STEPHANS DRIVE, 70 M WEST-SOUTHWEST OF A
 DF9536'FIRE HYDRANT, 45 M SOUTHWEST OF A FIRE HYDRANT,
 DF9536'13.85 M NORTH-NORTHWEST OF THE TOP CENTER OF --AUTO SPKR FIRE DEPT
 DF9536'CONNECTION-- IN THE EAST BUILDING WALL NEAR THE NORTHEAST CORNER OF
 DF9536'THE BUILDING FOR THE SHOPPES AT WYNDHAM VILLAGE, 12.40 M
 DF9536'NORTH-NORTHEAST OF THE HINGE SIDE OF DOOR 260 OF THE BUILDING, 11.1 M
 DF9536'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION FOR WE
 DF9536'ENERGIES ELECTRICAL BOX 08-U7191,
 DF9536'1.25 M NORTH OF THE SOUTH EDGE OF THE SIDEWALK, AND 0.28 M SOUTH OF
 DF9536'THE NORTH EDGE OF THE SIDEWALK.  NO WITNESS POSTS EXIST AT THIS
 DF9536'STATION.
 DF9536'
 DF9536
 DF9536                          STATION RECOVERY (2014)
 DF9536
 DF9536'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DF9536'RECOVERED AS DESCRIBED IN 2011.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9534 ***********************************************************************
 DF9534  DESIGNATION -  1X20
 DF9534  PID         -  DF9534
 DF9534  STATE/COUNTY-  WI/MILWAUKEE
 DF9534  COUNTRY     -  US
 DF9534  USGS QUAD   -  HALES CORNERS (2018)
 DF9534
 DF9534                         *CURRENT SURVEY CONTROL
 DF9534  ______________________________________________________________________
 DF9534* NAD 83(1986) POSITION- 42 55 46.59   (N) 088 01 42.50   (W)   HD_HELD1
 DF9534* NAVD 88 ORTHO HEIGHT -   218.839 (meters)      717.97  (feet) ADJUSTED
 DF9534  ______________________________________________________________________
 DF9534  GEOID HEIGHT    -        -34.865 (meters)                     GEOID18
 DF9534  DYNAMIC HEIGHT  -        218.779 (meters)      717.78  (feet) COMP
 DF9534  MODELED GRAVITY -    980,341.7   (mgal)                       NAVD 88
 DF9534
 DF9534  VERT ORDER      -  SECOND    CLASS I
 DF9534
 DF9534.The horizontal coordinates were determined by differentially corrected
 DF9534.hand held GPS observations or other comparable positioning techniques
 DF9534.and have an estimated accuracy of +/- 3 meters.
 DF9534
 DF9534.The orthometric height was determined by differential leveling and
 DF9534.adjusted by the WI DEPT OF TRANSP
 DF9534.in May 2012.
 DF9534
 DF9534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9534.GEOID18 height accuracy estimate available here.
 DF9534
 DF9534.Click photographs - Photos may exist for this station.
 DF9534
 DF9534.The dynamic height is computed by dividing the NAVD 88
 DF9534.geopotential number by the normal gravity value computed on the
 DF9534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9534.degrees latitude (g = 980.6199 gals.).
 DF9534
 DF9534.The modeled gravity was interpolated from observed gravity values.
 DF9534
 DF9534;                    North         East    Units  Estimated Accuracy
 DF9534;SPC WI S     -   105,173.3     760,923.2     MT  (+/- 3 meters HH1 GPS) 
 DF9534
 DF9534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1607453511(NAD 83)
 DF9534
 DF9534                          SUPERSEDED SURVEY CONTROL
 DF9534
 DF9534  NAVD 88 (04/20/07)  218.813  (m)          717.89   (f) SUPERSEDED  2 1
 DF9534  NAVD 88 (02/25/04)  218.826  (m)          717.93   (f) SUPERSEDED  2 1
 DF9534
 DF9534.Superseded values are not recommended for survey control.
 DF9534
 DF9534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9534.See file dsdata.pdf to determine how the superseded data were derived.
 DF9534
 DF9534_MARKER: DD = SURVEY DISK
 DF9534_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9534_SP_SET: ABUTMENT
 DF9534_STAMPING: 1X20 2002
 DF9534_MARK LOGO: WIDT
 DF9534_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9534+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2014
 DF9534
 DF9534  HISTORY     - Date     Condition        Report By
 DF9534  HISTORY     - 2001     MONUMENTED       WIDT
 DF9534  HISTORY     - 20060626 GOOD             WIDT
 DF9534  HISTORY     - 20141213 GOOD             WIDT
 DF9534
 DF9534                          STATION DESCRIPTION
 DF9534
 DF9534'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9534'THE STATION IS LOCATED ABOUT 19 KM SOUTHEAST OF WAUKESHA, 16 KM
 DF9534'SOUTHWEST OF MILWAUKEE AND 9 KM WEST-NORTHWEST OF MUSKEGO.
 DF9534'OWNERSHIP--VILLAGE OF HALES CORNERS. TO REACH THE STATION FROM THE
 DF9534'JUNCTION OF US HIGHWAY 45 SOUTH AND STATE HIGHWAY 36 AND US HIGHWAY
 DF9534'45 NORTH AND STATE HIGHWAY 100 ABOUT 2 KM WEST OF THE CITY OF
 DF9534'FRANKLIN, GO NORTHEAST ON STATE HIGHWAY 36 FOR 3.7 KM TO WEST RAWSON
 DF9534'AVENUE (COUNTY HIGHWAY BB), TURN LEFT AND GO WEST ON WEST RAWSON
 DF9534'AVENUE (COUNTY HIGHWAY BB) FOR 1.4 KM TO 92ND STREET ON THE RIGHT,
 DF9534'TURN RIGHT AND GO NORTH ON 92ND STREET FOR 1.4 KM TO BRIDGE
 DF9534'--B-40-0650-94-- OVER WHITNALL PARK CREEK AND THE STATION ON THE
 DF9534'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9534'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9534'THE EAST WINGWALL OF THE SOUTH CONCRETE BRIDGE ABUTMENT ABOUT LEVEL
 DF9534'WITH THE STREET PAVEMENT.  THE STATION IS 7.7 M EAST-SOUTHEAST OF THE
 DF9534'CENTERLINE OF SOUTH 92ND STREET, 101 M SOUTH-SOUTHWEST OF THE
 DF9534'CENTERLINE OF WEST COLLEGE AVENUE, 60.0 M NORTH-NORTHEAST OF THE
 DF9534'CENTERLINE OF A PRIVATE ENTRANCE AND 2.7 M SOUTH-SOUTHWEST OF A WOOD
 DF9534'POST FOR A BRIDGE WARNING SIGN. ---NOTE---THIS STATION IS NOT
 DF9534'SUITABLE FOR GPS OBSERVATIONS DUE TO TREES OVERHEAD.
 DF9534
 DF9534                          STATION RECOVERY (2006)
 DF9534
 DF9534'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9534'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M EAST OF THE
 DF9534'BRIDGE PARAPET AND 0.7 M NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DF9534
 DF9534                          STATION RECOVERY (2014)
 DF9534
 DF9534'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DF9534'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9533 ***********************************************************************
 DF9533  DESIGNATION -  1X21
 DF9533  PID         -  DF9533
 DF9533  STATE/COUNTY-  WI/MILWAUKEE
 DF9533  COUNTRY     -  US
 DF9533  USGS QUAD   -  HALES CORNERS (2018)
 DF9533
 DF9533                         *CURRENT SURVEY CONTROL
 DF9533  ______________________________________________________________________
 DF9533* NAD 83(1986) POSITION- 42 55 51.56   (N) 088 01 42.45   (W)   HD_HELD1
 DF9533* NAVD 88 ORTHO HEIGHT -   218.716 (meters)      717.57  (feet) ADJUSTED
 DF9533  ______________________________________________________________________
 DF9533  GEOID HEIGHT    -        -34.867 (meters)                     GEOID18
 DF9533  DYNAMIC HEIGHT  -        218.656 (meters)      717.37  (feet) COMP
 DF9533  MODELED GRAVITY -    980,341.8   (mgal)                       NAVD 88
 DF9533
 DF9533  VERT ORDER      -  SECOND    CLASS I
 DF9533
 DF9533.The horizontal coordinates were determined by differentially corrected
 DF9533.hand held GPS observations or other comparable positioning techniques
 DF9533.and have an estimated accuracy of +/- 3 meters.
 DF9533
 DF9533.The orthometric height was determined by differential leveling and
 DF9533.adjusted by the WI DEPT OF TRANSP
 DF9533.in May 2012.
 DF9533
 DF9533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9533.GEOID18 height accuracy estimate available here.
 DF9533
 DF9533.Click photographs - Photos may exist for this station.
 DF9533
 DF9533.The dynamic height is computed by dividing the NAVD 88
 DF9533.geopotential number by the normal gravity value computed on the
 DF9533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9533.degrees latitude (g = 980.6199 gals.).
 DF9533
 DF9533.The modeled gravity was interpolated from observed gravity values.
 DF9533
 DF9533;                    North         East    Units  Estimated Accuracy
 DF9533;SPC WI S     -   105,326.7     760,920.8     MT  (+/- 3 meters HH1 GPS) 
 DF9533
 DF9533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1607753664(NAD 83)
 DF9533
 DF9533                          SUPERSEDED SURVEY CONTROL
 DF9533
 DF9533  NAVD 88 (04/20/07)  218.691  (m)          717.49   (f) SUPERSEDED  2 1
 DF9533  NAVD 88 (02/25/04)  218.704  (m)          717.53   (f) SUPERSEDED  2 1
 DF9533
 DF9533.Superseded values are not recommended for survey control.
 DF9533
 DF9533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9533.See file dsdata.pdf to determine how the superseded data were derived.
 DF9533
 DF9533_MARKER: DD = SURVEY DISK
 DF9533_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9533_SP_SET: BRIDGE ABUTMENT
 DF9533_STAMPING: 1X21 2002
 DF9533_MARK LOGO: WIDT
 DF9533_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9533+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2014
 DF9533
 DF9533  HISTORY     - Date     Condition        Report By
 DF9533  HISTORY     - 2001     MONUMENTED       WIDT
 DF9533  HISTORY     - 20060626 GOOD             WIDT
 DF9533  HISTORY     - 20060827 GOOD             USPSQD
 DF9533  HISTORY     - 20141213 GOOD             WIDT
 DF9533
 DF9533                          STATION DESCRIPTION
 DF9533
 DF9533'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9533'THE STATION IS LOCATED ABOUT 19 KM SOUTHEAST OF WAUKESHA, 16 KM
 DF9533'SOUTHWEST OF MILWAUKEE AND 9 KM WEST-NORTHWEST OF MUSKEGO.
 DF9533'OWNERSHIP--VILLAGE OF HALES CORNERS. TO REACH THE STATION FROM THE
 DF9533'JUNCTION OF US HIGHWAY 45 NORTH AND STATE HIGHWAY 100 WITH US HIGHWAY
 DF9533'45 SOUTH AND STATE HIGHWAY 36 ABOUT 2 KM WEST OF THE CITY OF
 DF9533'FRANKLIN, GO NORTHEAST ON STATE HIGHWAY 36 FOR 3.7 KM TO WEST RAWSON
 DF9533'AVENUE (COUNTY HIGHWAY BB), TURN LEFT AND GO WEST ON WEST RAWSON
 DF9533'AVENUE (COUNTY HIGHWAY BB) FOR 1.4 KM TO 92ND STREET, TURN RIGHT AND
 DF9533'GO NORTH ON 92ND STREET FOR 1.6 KM TO WEST COLLEGE AVENUE ON THE
 DF9533'LEFT, BRIDGE --B-40-594-90-- OVER WHITNALL PARK CREEK AND THE STATION
 DF9533'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9533'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9533'THE EAST WINGWALL OF THE SOUTH ABUTMENT AND ABOUT LEVEL WITH THE
 DF9533'STREET PAVEMENT.  THE STATION IS 7.8 M EAST OF THE CENTERLINE OF 92ND
 DF9533'STREET, 73 M SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE --6240--,
 DF9533'52.0 M NORTH OF THE CENTERLINE OF ROOT RIVER PARKWAY, AND 15.4 M
 DF9533'EAST-NORTHEAST OF POWER POLE--90-30839 45-4--.  ---NOTE---THE STATION
 DF9533'IS NOT SUITALBE FOR GPS OBSERVATIONS DUE TO TREES OVERHEAD.
 DF9533
 DF9533                          STATION RECOVERY (2006)
 DF9533
 DF9533'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9533'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M EAST OF THE
 DF9533'BRIDGE PARAPET AND 0.8 M NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DF9533
 DF9533                          STATION RECOVERY (2006)
 DF9533
 DF9533'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 DF9533'THE MARK IS 1 M NORTHWEST OF A WHITE PLASTIC WITNESS POST.  THIS
 DF9533'STATION IS NOT SUITABLE TO GPS OBSERVATION BECAUSE OF TREES OVERHEAD
 DF9533'AND CONCRETE AND METAL BRIDGE GUARDRAIL WALL AND PIPE ARE 90 DEGREES
 DF9533'ABOVE MARK.
 DF9533
 DF9533                          STATION RECOVERY (2014)
 DF9533
 DF9533'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DF9533'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9532 ***********************************************************************
 DF9532  DESIGNATION -  1X22
 DF9532  PID         -  DF9532
 DF9532  STATE/COUNTY-  WI/MILWAUKEE
 DF9532  COUNTRY     -  US
 DF9532  USGS QUAD   -  HALES CORNERS (2018)
 DF9532
 DF9532                         *CURRENT SURVEY CONTROL
 DF9532  ______________________________________________________________________
 DF9532* NAD 83(1986) POSITION- 42 57 02.28   (N) 088 01 40.68   (W)   HD_HELD1
 DF9532* NAVD 88 ORTHO HEIGHT -   219.931 (meters)      721.56  (feet) ADJUSTED
 DF9532  ______________________________________________________________________
 DF9532  GEOID HEIGHT    -        -34.893 (meters)                     GEOID18
 DF9532  DYNAMIC HEIGHT  -        219.872 (meters)      721.36  (feet) COMP
 DF9532  MODELED GRAVITY -    980,343.3   (mgal)                       NAVD 88
 DF9532
 DF9532  VERT ORDER      -  SECOND    CLASS I
 DF9532
 DF9532.The horizontal coordinates were determined by differentially corrected
 DF9532.hand held GPS observations or other comparable positioning techniques
 DF9532.and have an estimated accuracy of +/- 3 meters.
 DF9532
 DF9532.The orthometric height was determined by differential leveling and
 DF9532.adjusted by the WI DEPT OF TRANSP
 DF9532.in May 2012.
 DF9532
 DF9532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9532.GEOID18 height accuracy estimate available here.
 DF9532
 DF9532.Click photographs - Photos may exist for this station.
 DF9532
 DF9532.The dynamic height is computed by dividing the NAVD 88
 DF9532.geopotential number by the normal gravity value computed on the
 DF9532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9532.degrees latitude (g = 980.6199 gals.).
 DF9532
 DF9532.The modeled gravity was interpolated from observed gravity values.
 DF9532
 DF9532;                    North         East    Units  Estimated Accuracy
 DF9532;SPC WI S     -   107,509.3     760,909.3     MT  (+/- 3 meters HH1 GPS) 
 DF9532
 DF9532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1614455845(NAD 83)
 DF9532
 DF9532                          SUPERSEDED SURVEY CONTROL
 DF9532
 DF9532  NAVD 88 (04/20/07)  219.906  (m)          721.47   (f) SUPERSEDED  2 1
 DF9532  NAVD 88 (02/25/04)  219.918  (m)          721.51   (f) SUPERSEDED  2 1
 DF9532
 DF9532.Superseded values are not recommended for survey control.
 DF9532
 DF9532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9532.See file dsdata.pdf to determine how the superseded data were derived.
 DF9532
 DF9532_MARKER: DD = SURVEY DISK
 DF9532_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9532_SP_SET: BRIDGE ABUTMENT
 DF9532_STAMPING: 1X22 2002
 DF9532_MARK LOGO: WIDT
 DF9532_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9532+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2013
 DF9532
 DF9532  HISTORY     - Date     Condition        Report By
 DF9532  HISTORY     - 2001     MONUMENTED       WIDT
 DF9532  HISTORY     - 20060827 GOOD             USPSQD
 DF9532  HISTORY     - 20131112 GOOD             WIDT
 DF9532
 DF9532                          STATION DESCRIPTION
 DF9532
 DF9532'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9532'THE STATION IS LOCATED ABOUT 18 KM SOUTHEAST OF WAUKESHA, 15 KM
 DF9532'SOUTHWEST OF MILWAUKEE AND 10 KM NORTHEAST OF MUSKEGO.
 DF9532'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9532'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY
 DF9532'36 (WEST LOOMIS ROAD) ABOUT 10 KM SOUTH-SOUTHWEST OF THE CITY OF
 DF9532'MILWAUKEE, GO SOUTHWEST ON STATE HIGHWAY 36 (WEST LOOMIS ROAD) FOR
 DF9532'1.3 KM TO WEST EDGERTON AVENUE, TURN RIGHT AND GO WEST ON WEST
 DF9532'EDGERTON AVENUE FOR 4.0 KM TO STATE HIGHWAY 24 (WEST FOREST HOME
 DF9532'AVENUE), TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 24 (WEST FOREST
 DF9532'HOME AVENUE) FOR 0.2 KM TO NINETY SECOND STREET NORTH, CONTINUE
 DF9532'SOUTHWEST ON STATE HIGHWAY 24 (WEST FOREST HOME AVENUE) FOR 0.1 KM TO
 DF9532'A BRIDGE OVER THE ROOT RIVER AND THE STATION ON THE LEFT. THE STATION
 DF9532'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9532'CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF THE SOUTH
 DF9532'CONCRETE SIDEWALK. THE STATION IS 8.2 M SOUTHEAST OF THE CENTERLINE
 DF9532'OF THE EASTBOUND LANES OF STATE HIGHWAY 24 (WEST FOREST HOME AVENUE),
 DF9532'124 M NORTHEAST OF THE CENTERLINE OF NINETY SECOND STREET SOUTH, 87 M
 DF9532'SOUTHWEST OF THE CENTERLINE OF NORTH NINETY SECOND STREET, AND 0.3 M
 DF9532'NORTHWEST OF A GUARDRAIL. ---NOTE---THIS STATION IS NOT SUITABLE FOR
 DF9532'GPS OBSERVATIONS DUE TO TREES OVERHEAD.
 DF9532
 DF9532                          STATION RECOVERY (2006)
 DF9532
 DF9532'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 DF9532'DISC IN GOOD CONDITION EXCEPT CONCRETE/CEMENT OBSCURED SMALL PORTION.
 DF9532'STATION UNSUITABLE FOR SATELITE OBSERVATIONS DUE TO CONCRETE AND METAL
 DF9532'GUARDRAILS AND TREES 90 DEGREES ABOVE STATION.
 DF9532
 DF9532                          STATION RECOVERY (2013)
 DF9532
 DF9532'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DF9532'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9531 ***********************************************************************
 DF9531  DESIGNATION -  1X23
 DF9531  PID         -  DF9531
 DF9531  STATE/COUNTY-  WI/MILWAUKEE
 DF9531  COUNTRY     -  US
 DF9531  USGS QUAD   -  HALES CORNERS (2018)
 DF9531
 DF9531                         *CURRENT SURVEY CONTROL
 DF9531  ______________________________________________________________________
 DF9531* NAD 83(1986) POSITION- 42 57 41.53   (N) 088 01 40.90   (W)   HD_HELD1
 DF9531* NAVD 88 ORTHO HEIGHT -   232.270 (meters)      762.04  (feet) ADJUSTED
 DF9531  ______________________________________________________________________
 DF9531  GEOID HEIGHT    -        -34.907 (meters)                     GEOID18
 DF9531  DYNAMIC HEIGHT  -        232.207 (meters)      761.83  (feet) COMP
 DF9531  MODELED GRAVITY -    980,344.2   (mgal)                       NAVD 88
 DF9531
 DF9531  VERT ORDER      -  SECOND    CLASS I
 DF9531
 DF9531.The horizontal coordinates were determined by differentially corrected
 DF9531.hand held GPS observations or other comparable positioning techniques
 DF9531.and have an estimated accuracy of +/- 3 meters.
 DF9531
 DF9531.The orthometric height was determined by differential leveling and
 DF9531.adjusted by the WI DEPT OF TRANSP
 DF9531.in May 2012.
 DF9531
 DF9531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9531.GEOID18 height accuracy estimate available here.
 DF9531
 DF9531.Click photographs - Photos may exist for this station.
 DF9531
 DF9531.The dynamic height is computed by dividing the NAVD 88
 DF9531.geopotential number by the normal gravity value computed on the
 DF9531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9531.degrees latitude (g = 980.6199 gals.).
 DF9531
 DF9531.The modeled gravity was interpolated from observed gravity values.
 DF9531
 DF9531;                    North         East    Units  Estimated Accuracy
 DF9531;SPC WI S     -   108,720.0     760,875.6     MT  (+/- 3 meters HH1 GPS) 
 DF9531
 DF9531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1615457056(NAD 83)
 DF9531
 DF9531                          SUPERSEDED SURVEY CONTROL
 DF9531
 DF9531  NAVD 88 (04/20/07)  232.244  (m)          761.95   (f) SUPERSEDED  2 1
 DF9531  NAVD 88 (02/25/04)  232.256  (m)          761.99   (f) SUPERSEDED  2 1
 DF9531
 DF9531.Superseded values are not recommended for survey control.
 DF9531
 DF9531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9531.See file dsdata.pdf to determine how the superseded data were derived.
 DF9531
 DF9531_MARKER: DD = SURVEY DISK
 DF9531_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF9531_SP_SET: BRIDGE WING WALL
 DF9531_STAMPING: 1X23 2002
 DF9531_MARK LOGO: WIDT
 DF9531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9531+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2013
 DF9531
 DF9531  HISTORY     - Date     Condition        Report By
 DF9531  HISTORY     - 2001     MONUMENTED       WIDT
 DF9531  HISTORY     - 20060626 GOOD             WIDT
 DF9531  HISTORY     - 20060827 GOOD             USPSQD
 DF9531  HISTORY     - 20131112 GOOD             WIDT
 DF9531
 DF9531                          STATION DESCRIPTION
 DF9531
 DF9531'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9531'THE STATION IS LOCATED IN THE CITY OF GREENFIELD.
 DF9531'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9531'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY
 DF9531'36 (WEST LOOMIS ROAD) ABOUT 10 KM SOUTH-SOUTHWEST OF THE CITY OF
 DF9531'MILWAUKEE, GO NORTHEAST ON STATE HIGHWAY 36 (WEST LOOMIS ROAD) FOR
 DF9531'0.6 KM TO COLDSPRING ROAD, TURN LEFT AND GO WEST ON COLDSPRING ROAD
 DF9531'FOR 5.2 KM TO SOUTH 92ND STREET, TURN LEFT AND GO SOUTH ON SOUTH 92ND
 DF9531'STREET FOR 0.6 KM TO BRIDGE --B-40-19-64-- OVER INTERSTATE HIGHWAY 43
 DF9531'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9531'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9531'ON THE TOP OF THE EAST WINGWALL OF THE SOUTH ABUTMENT AND IS ABOUT
 DF9531'LEVEL WITH THE STREET PAVEMENT. THE STATION IS 5.9 M EAST-SOUTHEAST
 DF9531'OF THE CENTERLINE OF SOUTH 92ND STREET, 85 M SOUTH-SOUTHEAST OF THE
 DF9531'EXTENDED CENTERLINE OF ALLERTON AVENUE WEST, 23.0 M NORTH-NORTHEAST
 DF9531'OF PRIVATE ENTRANCE --4566-- AND 20.9 M NORTHEAST OF POWER POLE
 DF9531'--56-1332  50-2--.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DF9531'OBSERVATIONS DUE TO A CHAIN LINK FENCE NEXT TO THE STATION.
 DF9531
 DF9531                          STATION RECOVERY (2006)
 DF9531
 DF9531'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9531'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN THE TOP OF
 DF9531'THE WING WALL CURBING 0.6 M SOUTH OF A BRIDGE EXPANSION JOINT, 23 CM
 DF9531'WEST OF THE WEST EDGE OF THE PARAPET, AND 14 CM ABOVE THE STREET
 DF9531'PAVEMENT.  NOTE-- SOUTH 92ND STREET IS ALSO COUNTY HIGHWAY N.
 DF9531
 DF9531                          STATION RECOVERY (2006)
 DF9531
 DF9531'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 DF9531'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO WINGWALL RISING 90 DEGREES
 DF9531'ABOVE MARK.
 DF9531
 DF9531                          STATION RECOVERY (2013)
 DF9531
 DF9531'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DF9531'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9530 ***********************************************************************
 DF9530  DESIGNATION -  1X24
 DF9530  PID         -  DF9530
 DF9530  STATE/COUNTY-  WI/MILWAUKEE
 DF9530  COUNTRY     -  US
 DF9530  USGS QUAD   -  HALES CORNERS (2018)
 DF9530
 DF9530                         *CURRENT SURVEY CONTROL
 DF9530  ______________________________________________________________________
 DF9530* NAD 83(1986) POSITION- 42 59 17.46   (N) 088 01 44.02   (W)   HD_HELD1
 DF9530* NAVD 88 ORTHO HEIGHT -   248.810 (meters)      816.30  (feet) ADJUSTED
 DF9530  ______________________________________________________________________
 DF9530  GEOID HEIGHT    -        -34.940 (meters)                     GEOID18
 DF9530  DYNAMIC HEIGHT  -        248.744 (meters)      816.09  (feet) COMP
 DF9530  MODELED GRAVITY -    980,346.7   (mgal)                       NAVD 88
 DF9530
 DF9530  VERT ORDER      -  SECOND    CLASS I
 DF9530
 DF9530.The horizontal coordinates were determined by differentially corrected
 DF9530.hand held GPS observations or other comparable positioning techniques
 DF9530.and have an estimated accuracy of +/- 3 meters.
 DF9530
 DF9530.The orthometric height was determined by differential leveling and
 DF9530.adjusted by the WI DEPT OF TRANSP
 DF9530.in May 2012.
 DF9530
 DF9530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9530.GEOID18 height accuracy estimate available here.
 DF9530
 DF9530.Click photographs - Photos may exist for this station.
 DF9530
 DF9530.The dynamic height is computed by dividing the NAVD 88
 DF9530.geopotential number by the normal gravity value computed on the
 DF9530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9530.degrees latitude (g = 980.6199 gals.).
 DF9530
 DF9530.The modeled gravity was interpolated from observed gravity values.
 DF9530
 DF9530;                    North         East    Units  Estimated Accuracy
 DF9530;SPC WI S     -   111,677.6     760,735.0     MT  (+/- 3 meters HH1 GPS) 
 DF9530
 DF9530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1612060016(NAD 83)
 DF9530
 DF9530                          SUPERSEDED SURVEY CONTROL
 DF9530
 DF9530  NAVD 88 (04/20/07)  248.784  (m)          816.22   (f) SUPERSEDED  2 1
 DF9530  NAVD 88 (02/25/04)  248.794  (m)          816.25   (f) SUPERSEDED  2 1
 DF9530
 DF9530.Superseded values are not recommended for survey control.
 DF9530
 DF9530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9530.See file dsdata.pdf to determine how the superseded data were derived.
 DF9530
 DF9530_MARKER: DD = SURVEY DISK
 DF9530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9530_STAMPING: 1X24
 DF9530_MARK LOGO: WIDT
 DF9530_PROJECTION: FLUSH
 DF9530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9530+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2006
 DF9530
 DF9530  HISTORY     - Date     Condition        Report By
 DF9530  HISTORY     - 2001     MONUMENTED       WIDT
 DF9530  HISTORY     - 20060626 GOOD             WIDT
 DF9530
 DF9530                          STATION DESCRIPTION
 DF9530
 DF9530'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9530'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE.  OWNERSHIP--CITY OF
 DF9530'MILWAUKEE.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DF9530'HIGHWAY 43 WITH STATE HIGHWAY 100 IN THE TOWN OF HALES CORNERS, GO
 DF9530'NORTH ON STATE HIGHWAY 100 FOR 3.3 KM TO OKLAHOMA AVENUE, TURN RIGHT
 DF9530'AND GO EAST ON OKLAHOMA AVENUE FOR 1.5 KM TO 93RD STREET AND THE
 DF9530'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9530'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9530'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9530'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.0 M SOUTH OF THE
 DF9530'SOUTHBOUND LANES OF OKLAHOMA AVENUE, 7.1 M NORTH OF THE CENTERLINE OF
 DF9530'OKLAHOMA AVENUE NORTHBOUND LANES, AND 16.5 M WEST OF EXTENDED
 DF9530'CENTERLINE OF 93RD STREET. ---NOTE---THE STATION IS 1.0 M EAST OF A
 DF9530'WHITE PLASTIC WITNESS POST. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9530'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON
 DF9530'EXCEPT FOR TREES TO THE NORTH EXTENDING TO 30 DEGREES, A CELL TOWER
 DF9530'TO THE SOUTHEAST EXTENDING TO 25 DEGREES, AND A LIGHT POLE TO THE
 DF9530'SOUTHWEST EXTENDING TO 25 DEGREES.
 DF9530
 DF9530                          STATION RECOVERY (2006)
 DF9530
 DF9530'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9530'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE MEDIAN STRIP
 DF9530'8.0 M SOUTH OF THE WESTBOUND (NOT SOUTHBOUND) LANES OF OKLAHOMA
 DF9530'AVENUE, 7.1 M NORTH OF THE EASTBOUND (NOT NORTHBOUND) LANES, 16.5 M
 DF9530'WEST OF THE EXTENDED CENTERLINE OF 93RD STREET, AND 3.3 M NORTHEAST OF
 DF9530'A METAL --SOUTH COUNTY N RIGHT-- AND --S 92ND ST-- SIGN POST.
 DF9530'NOTE1-- WEST OKLAHOMA AVENUE IS ALSO COUNTY HIGHWAY NN.  NOTE2--
 DF9530'VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH QUADRANTS
 DF9530'EXTENDING TO 38 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9858 ***********************************************************************
 DF9858  DESIGNATION -  1X47
 DF9858  PID         -  DF9858
 DF9858  STATE/COUNTY-  WI/RACINE
 DF9858  COUNTRY     -  US
 DF9858  USGS QUAD   -  MUKWONAGO (2018)
 DF9858
 DF9858                         *CURRENT SURVEY CONTROL
 DF9858  ______________________________________________________________________
 DF9858* NAD 83(1986) POSITION- 42 47 14.62   (N) 088 15 19.47   (W)   HD_HELD1
 DF9858* NAVD 88 ORTHO HEIGHT -   249.393 (meters)      818.22  (feet) ADJUSTED
 DF9858  ______________________________________________________________________
 DF9858  GEOID HEIGHT    -        -34.505 (meters)                     GEOID18
 DF9858  DYNAMIC HEIGHT  -        249.322 (meters)      817.98  (feet) COMP
 DF9858  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 DF9858
 DF9858  VERT ORDER      -  SECOND    CLASS I
 DF9858
 DF9858.The horizontal coordinates were determined by differentially corrected
 DF9858.hand held GPS observations or other comparable positioning techniques
 DF9858.and have an estimated accuracy of +/- 3 meters.
 DF9858
 DF9858.The orthometric height was determined by differential leveling and
 DF9858.adjusted by the WI DEPT OF TRANSP
 DF9858.in May 2012.
 DF9858
 DF9858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9858.GEOID18 height accuracy estimate available here.
 DF9858
 DF9858.Click photographs - Photos may exist for this station.
 DF9858
 DF9858.The dynamic height is computed by dividing the NAVD 88
 DF9858.geopotential number by the normal gravity value computed on the
 DF9858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9858.degrees latitude (g = 980.6199 gals.).
 DF9858
 DF9858.The modeled gravity was interpolated from observed gravity values.
 DF9858
 DF9858;                    North         East    Units  Estimated Accuracy
 DF9858;SPC WI S     -    88,965.8     742,733.3     MT  (+/- 3 meters HH1 GPS) 
 DF9858
 DF9858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9732037969(NAD 83)
 DF9858
 DF9858                          SUPERSEDED SURVEY CONTROL
 DF9858
 DF9858  NAVD 88 (04/20/07)  249.367  (m)          818.13   (f) SUPERSEDED  2 1
 DF9858  NAVD 88 (02/25/04)  249.368  (m)          818.13   (f) SUPERSEDED  2 1
 DF9858
 DF9858.Superseded values are not recommended for survey control.
 DF9858
 DF9858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9858.See file dsdata.pdf to determine how the superseded data were derived.
 DF9858
 DF9858_MARKER: DD = SURVEY DISK
 DF9858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9858_STAMPING: 1X47 2002
 DF9858_MARK LOGO: WIDT
 DF9858_PROJECTION: FLUSH
 DF9858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9858+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2007
 DF9858
 DF9858  HISTORY     - Date     Condition        Report By
 DF9858  HISTORY     - 2001     MONUMENTED       WIDT
 DF9858  HISTORY     - 20060705 GOOD             WIDT
 DF9858  HISTORY     - 20060819 GOOD             USPSQD
 DF9858  HISTORY     - 20071016 GOOD             WOOLPT
 DF9858
 DF9858                          STATION DESCRIPTION
 DF9858
 DF9858'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9858'THE STATION IS LOCATED ABOUT 25 KM SOUTH OF WAUKESHA, 11 KM SOUTHEAST
 DF9858'OF MUKWONAGO, AND 4 KM NORTHWEST OF WATERFORD. OWNERSHIP--WISCONSIN
 DF9858'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE NORTH
 DF9858'JUNCTION OF STATE HIGHWAY 83 WITH STATE HIGHWAY 20 ABOUT 2 KM
 DF9858'NORTHWEST OF THE VILLAGE OF WATERFORD, GO NORTHWEST ON STATE HIGHWAY
 DF9858'83 FOR 2.1 KM TO HILL VALLEY DRIVE ON THE LEFT, CONTINUE NORTHWEST ON
 DF9858'STATE HIGHWAY 83 FOR 0.4 KM TO THE STATION ON THE RIGHT.  THE STATION
 DF9858'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9858'CONTROL STATION DISK SET IN THE TOP OF A 41-CM CONCRETE POST SET TO
 DF9858'THE DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9858'STATION IS 9.0 M EAST OF THE CENTERLINE OF STATE HIGHWAY 83, 77.7 M
 DF9858'SOUTHEAST OF A POWER POLE --87-11740 40-5--, 74 M NORTHWEST OF
 DF9858'PRIVATE ENTRANCE --5235--, 55.7 M NORTH-NORTHWEST OF POWER POLE
 DF9858'--87-11732 40-5--, 37.8 M NORTHWEST OF A WOOD POST FOR A --NO PASSING
 DF9858'ZONE-- SIGN, AND 21.4 M EAST OF POWER POLE --87-11734 40-5--.
 DF9858'---NOTE---THE STATION IS SOUTHWEST, NORTHEAST AND WEST OF THREE WHITE
 DF9858'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9858'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DF9858'EXCEPT A POWER POLE TO THE SOUTHWEST EXTENDING TO 25 DEGREES.
 DF9858
 DF9858                          STATION RECOVERY (2006)
 DF9858
 DF9858'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9858'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTHWEST,
 DF9858'1.0 M SOUTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS
 DF9858'POSTS.
 DF9858
 DF9858                          STATION RECOVERY (2006)
 DF9858
 DF9858'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9858'RECOVERED IN GOOD CONDITION.
 DF9858
 DF9858                          STATION RECOVERY (2007)
 DF9858
 DF9858'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (DJK)
 DF9858'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9865 ***********************************************************************
 DF9865  DESIGNATION -  1X53
 DF9865  PID         -  DF9865
 DF9865  STATE/COUNTY-  WI/WAUKESHA
 DF9865  COUNTRY     -  US
 DF9865  USGS QUAD   -  GENESEE (2018)
 DF9865
 DF9865                         *CURRENT SURVEY CONTROL
 DF9865  ______________________________________________________________________
 DF9865* NAD 83(1986) POSITION- 42 54 02.42   (N) 088 20 47.19   (W)   HD_HELD1
 DF9865* NAVD 88 ORTHO HEIGHT -   265.432 (meters)      870.84  (feet) ADJUSTED
 DF9865  ______________________________________________________________________
 DF9865  GEOID HEIGHT    -        -34.505 (meters)                     GEOID18
 DF9865  DYNAMIC HEIGHT  -        265.359 (meters)      870.60  (feet) COMP
 DF9865  MODELED GRAVITY -    980,338.6   (mgal)                       NAVD 88
 DF9865
 DF9865  VERT ORDER      -  SECOND    CLASS I
 DF9865
 DF9865.The horizontal coordinates were determined by differentially corrected
 DF9865.hand held GPS observations or other comparable positioning techniques
 DF9865.and have an estimated accuracy of +/- 3 meters.
 DF9865
 DF9865.The orthometric height was determined by differential leveling and
 DF9865.adjusted by the WI DEPT OF TRANSP
 DF9865.in May 2012.
 DF9865
 DF9865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9865.GEOID18 height accuracy estimate available here.
 DF9865
 DF9865.Click photographs - Photos may exist for this station.
 DF9865
 DF9865.The dynamic height is computed by dividing the NAVD 88
 DF9865.geopotential number by the normal gravity value computed on the
 DF9865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9865.degrees latitude (g = 980.6199 gals.).
 DF9865
 DF9865.The modeled gravity was interpolated from observed gravity values.
 DF9865
 DF9865;                    North         East    Units  Estimated Accuracy
 DF9865;SPC WI S     -   101,395.4     735,036.9     MT  (+/- 3 meters HH1 GPS) 
 DF9865
 DF9865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9007650664(NAD 83)
 DF9865
 DF9865                          SUPERSEDED SURVEY CONTROL
 DF9865
 DF9865  NAVD 88 (04/20/07)  265.407  (m)          870.76   (f) SUPERSEDED  2 1
 DF9865  NAVD 88 (02/25/04)  265.392  (m)          870.71   (f) SUPERSEDED  2 1
 DF9865
 DF9865.Superseded values are not recommended for survey control.
 DF9865
 DF9865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9865.See file dsdata.pdf to determine how the superseded data were derived.
 DF9865
 DF9865_MARKER: DD = SURVEY DISK
 DF9865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9865_STAMPING: 1X53 2002
 DF9865_MARK LOGO: WIDT
 DF9865_PROJECTION: RECESSED 25 CENTIMETERS
 DF9865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9865+STABILITY: SURFACE MOTION
 DF9865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9865+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2016
 DF9865
 DF9865  HISTORY     - Date     Condition        Report By
 DF9865  HISTORY     - 2001     MONUMENTED       WIDT
 DF9865  HISTORY     - 20060820 GOOD             USPSQD
 DF9865  HISTORY     - 20060822 GOOD             WIDT
 DF9865  HISTORY     - 20160708 GOOD             WIDT
 DF9865
 DF9865                          STATION DESCRIPTION
 DF9865
 DF9865'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9865'THE STATION IS LOCATED ABOUT 39 KM SOUTHWEST OF MILWAUKEE, AND 15 KM
 DF9865'SOUTH-SOUTHWEST OF WAUKESHA, AND 4 KM NORTH OF MUKWONAGO.
 DF9865'OWNERSHIP--TOWN OF MUKWONAGO. TO REACH THE STATION FROM THE JUNCTION
 DF9865'OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY 83 ABOUT 1 KM SOUTH OF
 DF9865'THE VILLAGE OF MUKWONAGO, GO NORTH ON STATE HIGHWAY 83 FOR 5.9 KM TO
 DF9865'SUGDEN ROAD ON THE LEFT, TURN LEFT AND GO WEST ON SUGDEN ROAD FOR 0.1
 DF9865'KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE WISCONSIN
 DF9865'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9865'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9865'AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT. THE STATION IS 5.5 M SOUTH
 DF9865'OF THE CENTERLINE OF SUGDEN ROAD, 12.7 M SOUTHWEST OF POWER POLE
 DF9865'--77-08923 50-4 100K--, 12.3 M SOUTHWEST OF A METAL POLE FOR A
 DF9865'--SPEED LIMIT 35-- SIGN, AND 2 M NORTH OF A CULTIVATED FIELD.
 DF9865'---NOTE---THE STATION IS NORTHEAST, NORTHWEST AND SOUTH OF THREE
 DF9865'WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9865'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9865
 DF9865                          STATION RECOVERY (2006)
 DF9865
 DF9865'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9865'RECOVERED IN GOOD CONDITION.
 DF9865
 DF9865                          STATION RECOVERY (2006)
 DF9865
 DF9865'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9865'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9865'STATION ARE TREES TO THE WEST AND SOUTH EXTENDING TO 40 DEGREES AND
 DF9865'TREES TO THE EAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DF9865
 DF9865                          STATION RECOVERY (2016)
 DF9865
 DF9865'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9865'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF EAGLE,
 DF9865'3.7 MI (6.0 KM) SOUTH OF GENESEE AND 2.4 MI (3.9 KM) NORTH-NORTHWEST
 DF9865'OF MUKWONAGO.
 DF9865'
 DF9865'THE STATION IS 5.8 M (19.0 FT) SOUTH OF THE CENTERLINE OF SUGDEN ROAD,
 DF9865'2.1 M (6.9 FT) SOUTH OF THE EDGE OF PAVEMENT OF SUGDEN ROAD, 30 CM (12
 DF9865'INCHES) NORTH OF A WHITE PLASTIC WITNESS POST AND 23 CM (9 INCHES)
 DF9865'SOUTH OF A STEEL CHANNEL WITNESS POST WITH PLAQUE.
 DF9865'
 DF9865'NOTE-THE STATION IS NOW RECESSED APPROXIMATELY 25 CM (10 INCHES) LOWER
 DF9865'THAN GRADE OF THE GRAVEL SHOULDER OF SUGDEN ROAD.  THE STATION IS
 DF9865'OBSTRUCTED BY TREES TO THE WEST AND TREES TO THE SOUTHEAST EXTENDING
 DF9865'HIGHER THAN 30 DEGREES ABOVE THE HORIZON.
 DF9865'
 DF9865'NOTE 2- AS A RESULT OF THE RECONSTRUCTION OF STATE HIGHWAY 83 IN 2011,
 DF9865'THE INTERSECTION OF STATE HIGHWAY 83 WITH SUGDEN ROAD HAS BEEN
 DF9865'IMPROVED AND MANY OF THE TIES FROM THE ORIGINAL DESCRIPTION ARE NO
 DF9865'LONGER VALID.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4495 ***********************************************************************
 DQ4495  DESIGNATION -  1X56
 DQ4495  PID         -  DQ4495
 DQ4495  STATE/COUNTY-  WI/WAUKESHA
 DQ4495  COUNTRY     -  US
 DQ4495  USGS QUAD   -  MUKWONAGO (2018)
 DQ4495
 DQ4495                         *CURRENT SURVEY CONTROL
 DQ4495  ______________________________________________________________________
 DQ4495* NAD 83(1986) POSITION- 42 52 26.96   (N) 088 20 01.67   (W)   HD_HELD1
 DQ4495* NAVD 88 ORTHO HEIGHT -   253.871 (meters)      832.91  (feet) ADJUSTED
 DQ4495  ______________________________________________________________________
 DQ4495  GEOID HEIGHT    -        -34.505 (meters)                     GEOID18
 DQ4495  DYNAMIC HEIGHT  -        253.800 (meters)      832.68  (feet) COMP
 DQ4495  MODELED GRAVITY -    980,336.8   (mgal)                       NAVD 88
 DQ4495
 DQ4495  VERT ORDER      -  SECOND    CLASS I
 DQ4495
 DQ4495.The horizontal coordinates were determined by differentially corrected
 DQ4495.hand held GPS observations or other comparable positioning techniques
 DQ4495.and have an estimated accuracy of +/- 3 meters.
 DQ4495
 DQ4495.The orthometric height was determined by differential leveling and
 DQ4495.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4495.in March 2017.
 DQ4495
 DQ4495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4495.GEOID18 height accuracy estimate available here.
 DQ4495
 DQ4495.Click photographs - Photos may exist for this station.
 DQ4495
 DQ4495.The dynamic height is computed by dividing the NAVD 88
 DQ4495.geopotential number by the normal gravity value computed on the
 DQ4495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4495.degrees latitude (g = 980.6199 gals.).
 DQ4495
 DQ4495.The modeled gravity was interpolated from observed gravity values.
 DQ4495
 DQ4495;                    North         East    Units  Estimated Accuracy
 DQ4495;SPC WI S     -    98,470.8     736,128.2     MT  (+/- 3 meters HH1 GPS) 
 DQ4495
 DQ4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9106247702(NAD 83)
 DQ4495
 DQ4495                          SUPERSEDED SURVEY CONTROL
 DQ4495
 DQ4495.No superseded survey control is available for this station.
 DQ4495
 DQ4495_MARKER: DD = SURVEY DISK
 DQ4495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4495_STAMPING: 1X56 2012
 DQ4495_MARK LOGO: WIDT
 DQ4495_PROJECTION: FLUSH
 DQ4495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4495+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2016
 DQ4495
 DQ4495  HISTORY     - Date     Condition        Report By
 DQ4495  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4495  HISTORY     - 20160711 GOOD             WIDT
 DQ4495
 DQ4495                          STATION DESCRIPTION
 DQ4495
 DQ4495'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4495'THE STATION IS LOCATED IN THE VILLAGE OF MUKWONAGO, APPROXIMATELY 10
 DQ4495'MI (16.1 KM) NORTHWEST OF WATERFORD AND 7 MI (11.3 KM) EAST OF EAGLE.
 DQ4495'
 DQ4495'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 83 (ROCHESTER
 DQ4495'STREET) WITH COUNTY HIGHWAY NN IN THE VILLAGE OF MUKWONAGO, GO EAST ON
 DQ4495'COUNTY HIGHWAY NN FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT.
 DQ4495'
 DQ4495'THE STATION IS 12.6 M (41.3 FT) NORTH OF THE EDGE OF PAVEMENT OF
 DQ4495'WESTBOUND COUNTY HIGHWAY NN, 15.0 M (49.2 FT) NORTHWEST OF METAL POST
 DQ4495'FOR A -SPEED LIMIT 35 MPH- SIGN, 3.9 M (12.8 FT) NORTH OF THE NORTH
 DQ4495'EDGE OF A CONCRETE SIDEWALK AND 0.6 M (2.0 FT) SOUTH OF A WHITE
 DQ4495'PLASTIC WITNESS POST.
 DQ4495'
 DQ4495'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4495'DEGREES ABOVE THE HORIZON.
 DQ4495'
 DQ4495'NOTE-THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4495'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4495'INCHES) DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) LOWER THAN PAVEMENT
 DQ4495'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4497 ***********************************************************************
 DQ4497  DESIGNATION -  1X57
 DQ4497  PID         -  DQ4497
 DQ4497  STATE/COUNTY-  WI/WAUKESHA
 DQ4497  COUNTRY     -  US
 DQ4497  USGS QUAD   -  GENESEE (2018)
 DQ4497
 DQ4497                         *CURRENT SURVEY CONTROL
 DQ4497  ______________________________________________________________________
 DQ4497* NAD 83(1986) POSITION- 42 55 20.78   (N) 088 20 46.98   (W)   HD_HELD1
 DQ4497* NAVD 88 ORTHO HEIGHT -   272.290 (meters)      893.34  (feet) ADJUSTED
 DQ4497  ______________________________________________________________________
 DQ4497  GEOID HEIGHT    -        -34.521 (meters)                     GEOID18
 DQ4497  DYNAMIC HEIGHT  -        272.215 (meters)      893.09  (feet) COMP
 DQ4497  MODELED GRAVITY -    980,339.8   (mgal)                       NAVD 88
 DQ4497
 DQ4497  VERT ORDER      -  SECOND    CLASS I
 DQ4497
 DQ4497.The horizontal coordinates were determined by differentially corrected
 DQ4497.hand held GPS observations or other comparable positioning techniques
 DQ4497.and have an estimated accuracy of +/- 3 meters.
 DQ4497
 DQ4497.The orthometric height was determined by differential leveling and
 DQ4497.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4497.in March 2017.
 DQ4497
 DQ4497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4497.GEOID18 height accuracy estimate available here.
 DQ4497
 DQ4497.Click photographs - Photos may exist for this station.
 DQ4497
 DQ4497.The dynamic height is computed by dividing the NAVD 88
 DQ4497.geopotential number by the normal gravity value computed on the
 DQ4497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4497.degrees latitude (g = 980.6199 gals.).
 DQ4497
 DQ4497.The modeled gravity was interpolated from observed gravity values.
 DQ4497
 DQ4497;                    North         East    Units  Estimated Accuracy
 DQ4497;SPC WI S     -   103,813.0     734,993.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4497
 DQ4497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9011953081(NAD 83)
 DQ4497
 DQ4497                          SUPERSEDED SURVEY CONTROL
 DQ4497
 DQ4497.No superseded survey control is available for this station.
 DQ4497
 DQ4497_MARKER: DD = SURVEY DISK
 DQ4497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4497_STAMPING: 1X57 2012
 DQ4497_MARK LOGO: WIDT
 DQ4497_PROJECTION: FLUSH
 DQ4497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4497+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2016
 DQ4497
 DQ4497  HISTORY     - Date     Condition        Report By
 DQ4497  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4497  HISTORY     - 20160707 GOOD             WIDT
 DQ4497
 DQ4497                          STATION DESCRIPTION
 DQ4497
 DQ4497'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4497'THE STATION IS 7 MI (11.3 KM) NORTHWEST OF BIG BEND, 7 MI (11.3 KM)
 DQ4497'NORTHEAST OF EAGLE AND 3 MI (4.8 KM) EAST OF NORTH PRAIRIE.
 DQ4497'
 DQ4497'THE STATION IS LOCATED WEST OF THE ROUND-A-BOUT JUNCTION OF STATE
 DQ4497'HIGHWAY 83 WITH COUNTY HIGHWAY I, ABOUT 4 MI (6.4 KM) NORTH OF THE
 DQ4497'VILLAGE OF MUKWONAGO.
 DQ4497'
 DQ4497'THE STATION IS 8.5 M (27.9 FT) SOUTH OF THE CENTER OF THE RAISED
 DQ4497'MEDIAN OF COUNTY HIGHWAY I, 32.8 M (107.6 FT) EAST-NORTHEAST OF THE
 DQ4497'SOUTH END OF A CONCRETE CULVERT, 10.2 M (33.5 FT) NORTHWEST OF A
 DQ4497'STREET LIGHT POLE -BMU6- AND 0.6 M (2.0 FT) SOUTH OF A WHITE PLASTIC
 DQ4497'WITNESS POST.
 DQ4497'
 DQ4497'NOTE-THIS STATION IS OBSTRUCTED BY OVERHEAD UTILITY WIRES TO THE EAST
 DQ4497'AND TO THE SOUTH AND THE REFERENCED STREET LIGHT POLE TO THE SOUTHEAST
 DQ4497'OF THE STATION.
 DQ4497'
 DQ4497'NOTE-THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4497'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4497'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE PAVEMENT GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9443 ***********************************************************************
 DF9443  DESIGNATION -  1Y01
 DF9443  PID         -  DF9443
 DF9443  STATE/COUNTY-  WI/KENOSHA
 DF9443  COUNTRY     -  US
 DF9443  USGS QUAD   -  PLEASANT PRAIRIE (2018)
 DF9443
 DF9443                         *CURRENT SURVEY CONTROL
 DF9443  ______________________________________________________________________
 DF9443* NAD 83(1986) POSITION- 42 36 57.1    (N) 087 57 14.7    (W)   HD_HELD2
 DF9443* NAVD 88 ORTHO HEIGHT -   222.045 (meters)      728.49  (feet) ADJUSTED
 DF9443  ______________________________________________________________________
 DF9443  GEOID HEIGHT    -        -34.666 (meters)                     GEOID18
 DF9443  DYNAMIC HEIGHT  -        221.977 (meters)      728.27  (feet) COMP
 DF9443  MODELED GRAVITY -    980,310.6   (mgal)                       NAVD 88
 DF9443
 DF9443  VERT ORDER      -  SECOND    CLASS I
 DF9443
 DF9443.The horizontal coordinates were established by autonomous hand held GPS
 DF9443.observations and have an estimated accuracy of +/- 10 meters.
 DF9443
 DF9443.The orthometric height was determined by differential leveling and
 DF9443.adjusted by the WI DEPT OF TRANSP
 DF9443.in May 2012.
 DF9443
 DF9443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9443.GEOID18 height accuracy estimate available here.
 DF9443
 DF9443.Click photographs - Photos may exist for this station.
 DF9443
 DF9443.The dynamic height is computed by dividing the NAVD 88
 DF9443.geopotential number by the normal gravity value computed on the
 DF9443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9443.degrees latitude (g = 980.6199 gals.).
 DF9443
 DF9443.The modeled gravity was interpolated from observed gravity values.
 DF9443
 DF9443;                    North         East    Units  Estimated Accuracy
 DF9443;SPC WI S     -    70,477.      767,849.      MT  (+/- 10 meters HH2 GPS)
 DF9443
 DF9443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2175118599(NAD 83)
 DF9443
 DF9443                          SUPERSEDED SURVEY CONTROL
 DF9443
 DF9443  NAVD 88 (04/20/07)  222.018  (m)          728.40   (f) SUPERSEDED  2 1
 DF9443  NAVD 88 (02/25/04)  222.040  (m)          728.48   (f) SUPERSEDED  2 1
 DF9443
 DF9443.Superseded values are not recommended for survey control.
 DF9443
 DF9443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9443.See file dsdata.pdf to determine how the superseded data were derived.
 DF9443
 DF9443_MARKER: DD = SURVEY DISK
 DF9443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9443_STAMPING: 1Y01 2002
 DF9443_MARK LOGO: WIDT
 DF9443_PROJECTION: RECESSED 10 CENTIMETERS
 DF9443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9443+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2014
 DF9443
 DF9443  HISTORY     - Date     Condition        Report By
 DF9443  HISTORY     - 2001     MONUMENTED       WIDT
 DF9443  HISTORY     - 20060712 GOOD             WIDT
 DF9443  HISTORY     - 20140111 GOOD             WIDT
 DF9443
 DF9443                          STATION DESCRIPTION
 DF9443
 DF9443'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9443'THE STATION IS LOCATED ABOUT 17 KM SOUTHWEST OF RACINE AND 12 KM
 DF9443'NORTHWEST OF KENOSHA.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF9443'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DF9443'HIGHWAY 94 WITH STATE HIGHWAY 142 AND COUNTY HIGHWAY S (EXIT 340)
 DF9443'ABOUT 12 KM NORTHWEST OF THE CITY OF KENOSHA, GO WEST ON STATE
 DF9443'HIGHWAY 142 FOR 0.2 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9443'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9443'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9443'A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE
 DF9443'STATION IS 12.5 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 142, 33.3
 DF9443'M NORTHWEST OF THE NORTHERN MOST WOOD POST FOR A --RICHARD BONG
 DF9443'RECREATIONAL AREA -- BURLINGTON 17 MI-- SIGN, 13.3 M EAST-SOUTHEAST
 DF9443'OF THE NORTHERN WOOD POST FOR A --RIGHT LANE ENDS-- SIGN, AND 2 M
 DF9443'SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH, EAST
 DF9443'AND NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9443'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9443'ABOVE THE HORIZON.
 DF9443
 DF9443                          STATION RECOVERY (2006)
 DF9443
 DF9443'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9443'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12.6 M NORTH OF THE
 DF9443'CENTERLINE OF THE WESTBOUND LANES OF STATE HIGHWAY 142 (BURLINGTON
 DF9443'ROAD), 33.5 M WEST-NORTHWEST OF A --SPEED LIMIT 45-- SIGN POST, 12.8 M
 DF9443'EAST-NORTHEAST OF A WOOD POST WITH A --RIGHT LANE MERGES LEFT-- SIGN
 DF9443'ATTACHED TO THE EAST SIDE OF THE POST AND A --WRONG WAY-- SIGN
 DF9443'ATTACHED TO THE WEST SIDE OF THE POST,
 DF9443'AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE
 DF9443'PLASTIC WITNESS POSTS. NOTE-- ALL THE HIGHWAY SIGNS IN THE 2001
 DF9443'DESCRIPTION HAVE BEEN CHANGED.
 DF9443
 DF9443                          STATION RECOVERY (2014)
 DF9443
 DF9443'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DF9443'RECOVERED IN GOOD CONDITION.
 DF9443'
 DF9443'NOTE-THE WEST FRONTAGE ROAD HAS SINCE BEEN RE-ALIGNED TO THE WEST OF
 DF9443'THE STATION AND THE HIGHWAY SIGNS REFERENCED IN THE 2006 RECOVERY NOTE
 DF9443'HAVE BEEN REMOVED.
 DF9443'
 DF9443'THE STATION IS 4.4 M (14.4 FT) EAST-NORTHEAST OF THE NORTHERN WOODEN
 DF9443'SIGN POST FOR A WEST FRONTAGE ROAD SIGN, WHICH IS VISIBLE TO WESTBOUND
 DF9443'TRAFFIC, WITH A WRONG WAY SIGN OPPOSITE.
 DF9443'
 DF9443'THE STATION IS ABOUT 1.5 M (4.9 FT) LOWER THAN THE STATE HIGHWAY 142
 DF9443'PAVEMENT AND IS NOW RECESSED ABOUT 10 CM (4 INCHES) BELOW THE
 DF9443'SURROUNDING GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9439 ***********************************************************************
 DF9439  DESIGNATION -  1Y04
 DF9439  PID         -  DF9439
 DF9439  STATE/COUNTY-  WI/RACINE
 DF9439  COUNTRY     -  US
 DF9439  USGS QUAD   -  STURTEVANT (2018)
 DF9439
 DF9439                         *CURRENT SURVEY CONTROL
 DF9439  ______________________________________________________________________
 DF9439* NAD 83(2011) POSITION- 42 41 02.10910(N) 087 57 14.50489(W)   ADJUSTED
 DF9439* NAD 83(2011) ELLIP HT-   192.753 (meters)        (04/22/14)   ADJUSTED
 DF9439* NAD 83(2011) EPOCH   -  2010.00
 DF9439* NAVD 88 ORTHO HEIGHT -   227.464 (meters)      746.27  (feet) ADJUSTED
 DF9439  ______________________________________________________________________
 DF9439  GEOID HEIGHT    -        -34.711 (meters)                     GEOID18
 DF9439  NAD 83(2011) X  -    167,652.465 (meters)                     COMP
 DF9439  NAD 83(2011) Y  - -4,692,977.604 (meters)                     COMP
 DF9439  NAD 83(2011) Z  -  4,301,886.265 (meters)                     COMP
 DF9439  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 DF9439  DYNAMIC HEIGHT  -        227.396 (meters)      746.05  (feet) COMP
 DF9439  MODELED GRAVITY -    980,315.2   (mgal)                       NAVD 88
 DF9439
 DF9439  VERT ORDER      -  SECOND    CLASS I
 DF9439
 DF9439  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9439  Standards:
 DF9439         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9439            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9439  -------------------------------------------------------------------
 DF9439  NETWORK    0.56   0.71           0.25   0.20   0.36     -0.10701193
 DF9439  -------------------------------------------------------------------
 DF9439  Click here for local accuracies and other accuracy information.
 DF9439
 DF9439.The horizontal coordinates were established by GPS observations
 DF9439.and adjusted by the GEODETIC SPECIALISTS LLC in April 2014.
 DF9439
 DF9439.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9439.been affixed to the stable North American tectonic plate. See 
 DF9439.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9439
 DF9439.The horizontal coordinates are valid at the epoch date displayed above
 DF9439.which is a decimal equivalence of Year/Month/Day.
 DF9439
 DF9439.The orthometric height was determined by differential leveling and
 DF9439.adjusted by the WI DEPT OF TRANSP
 DF9439.in May 2012.
 DF9439
 DF9439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9439.GEOID18 height accuracy estimate available here.
 DF9439
 DF9439.Click photographs - Photos may exist for this station.
 DF9439
 DF9439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9439
 DF9439.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9439
 DF9439.The ellipsoidal height was determined by GPS observations
 DF9439.and is referenced to NAD 83.
 DF9439
 DF9439.The dynamic height is computed by dividing the NAVD 88
 DF9439.geopotential number by the normal gravity value computed on the
 DF9439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9439.degrees latitude (g = 980.6199 gals.).
 DF9439
 DF9439.The modeled gravity was interpolated from observed gravity values.
 DF9439
 DF9439. The following values were computed from the NAD 83(2011) position.
 DF9439
 DF9439;                    North         East     Units Scale Factor Converg.
 DF9439;SPC WI S     -    78,034.906   767,667.948   MT  1.00001033   +1 24 20.9
 DF9439;SPC WI S     -   256,019.52  2,518,590.59   sFT  1.00001033   +1 24 20.9
 DF9439;UTM  16      - 4,726,156.706   421,840.956   MT  0.99967516   -0 38 48.6
 DF9439
 DF9439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9439!SPC WI S     -   0.99996977  x   1.00001033  =   0.99998010
 DF9439!UTM  16      -   0.99996977  x   0.99967516  =   0.99964494
 DF9439
 DF9439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2184026156(NAD 83)
 DF9439
 DF9439                          SUPERSEDED SURVEY CONTROL
 DF9439
 DF9439  NAVD 88 (04/20/07)  227.438  (m)          746.19   (f) SUPERSEDED  2 1
 DF9439  NAVD 88 (02/25/04)  227.461  (m)          746.26   (f) SUPERSEDED  2 1
 DF9439
 DF9439.Superseded values are not recommended for survey control.
 DF9439
 DF9439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9439.See file dsdata.pdf to determine how the superseded data were derived.
 DF9439
 DF9439_MARKER: DD = SURVEY DISK
 DF9439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9439_STAMPING: 1Y04 2002
 DF9439_MARK LOGO: WIDT
 DF9439_PROJECTION: FLUSH
 DF9439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9439+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2014
 DF9439
 DF9439  HISTORY     - Date     Condition        Report By
 DF9439  HISTORY     - 2001     MONUMENTED       WIDT
 DF9439  HISTORY     - 20060710 GOOD             WIDT
 DF9439  HISTORY     - 20140109 GOOD             WIDT
 DF9439
 DF9439                          STATION DESCRIPTION
 DF9439
 DF9439'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9439'THE STATION IS LOCATED ABOUT 15 KM NORTHWEST OF KENOSHA AND 14 KM
 DF9439'WEST-SOUTHWEST OF RACINE.  OWNERSHIP--CANADIAN PACIFIC RAILROAD.  TO
 DF9439'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DF9439'STATE HIGHWAY 11 ABOUT 5 KM WEST OF THE VILLAGE OF STURTEVANT, GO
 DF9439'WEST ON STATE HIGHWAY 11 FOR 0.2 KM TO SOUTH SYLVANIA ROAD, TURN LEFT
 DF9439'AND GO SOUTH ON SOUTH SYLVANIA ROAD FOR 1.5 KM TO BRAUN ROAD (60TH
 DF9439'ROAD) AND THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9439'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9439'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9439'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 39.6 M WEST
 DF9439'OF THE CENTERLINE OF SOUTH SYLVANIA ROAD, 82.0 M NORTHEAST OF 1.0 M
 DF9439'DIAMETER STEEL POLE FOR A --MARS CHEESE CASTLE-- BILLBOARD, 31.6 M
 DF9439'SOUTH OF BRAUN ROAD (60TH ROAD), AND 29.8 M SOUTHEAST OF TELEPHONE
 DF9439'PEDESTAL --90-U10835--.  ---NOTE---THE STATION IS NORTH, SOUTHEAST
 DF9439'AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9439'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9439'ABOVE THE HORIZON.
 DF9439
 DF9439                          STATION RECOVERY (2006)
 DF9439
 DF9439'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9439'RECOVERED IN GOOD CONDITION.
 DF9439
 DF9439                          STATION RECOVERY (2014)
 DF9439
 DF9439'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DF9439'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9538 ***********************************************************************
 DF9538  DESIGNATION -  1Y45
 DF9538  PID         -  DF9538
 DF9538  STATE/COUNTY-  WI/MILWAUKEE
 DF9538  COUNTRY     -  US
 DF9538  USGS QUAD   -  HALES CORNERS (2018)
 DF9538
 DF9538                         *CURRENT SURVEY CONTROL
 DF9538  ______________________________________________________________________
 DF9538* NAD 83(1986) POSITION- 42 52 40.97   (N) 088 01 38.32   (W)   HD_HELD1
 DF9538* NAVD 88 ORTHO HEIGHT -   238.321 (meters)      781.89  (feet) ADJUSTED
 DF9538  ______________________________________________________________________
 DF9538  GEOID HEIGHT    -        -34.807 (meters)                     GEOID18
 DF9538  DYNAMIC HEIGHT  -        238.255 (meters)      781.67  (feet) COMP
 DF9538  MODELED GRAVITY -    980,338.0   (mgal)                       NAVD 88
 DF9538
 DF9538  VERT ORDER      -  SECOND    CLASS I
 DF9538
 DF9538.The horizontal coordinates were determined by differentially corrected
 DF9538.hand held GPS observations or other comparable positioning techniques
 DF9538.and have an estimated accuracy of +/- 3 meters.
 DF9538
 DF9538.The orthometric height was determined by differential leveling and
 DF9538.adjusted by the WI DEPT OF TRANSP
 DF9538.in May 2012.
 DF9538
 DF9538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9538.GEOID18 height accuracy estimate available here.
 DF9538
 DF9538.Click photographs - Photos may exist for this station.
 DF9538
 DF9538.The dynamic height is computed by dividing the NAVD 88
 DF9538.geopotential number by the normal gravity value computed on the
 DF9538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9538.degrees latitude (g = 980.6199 gals.).
 DF9538
 DF9538.The modeled gravity was interpolated from observed gravity values.
 DF9538
 DF9538;                    North         East    Units  Estimated Accuracy
 DF9538;SPC WI S     -    99,449.4     761,153.5     MT  (+/- 3 meters HH1 GPS) 
 DF9538
 DF9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1609947784(NAD 83)
 DF9538
 DF9538                          SUPERSEDED SURVEY CONTROL
 DF9538
 DF9538  NAVD 88 (04/20/07)  238.296  (m)          781.81   (f) SUPERSEDED  2 1
 DF9538  NAVD 88 (02/25/04)  238.312  (m)          781.86   (f) SUPERSEDED  2 1
 DF9538
 DF9538.Superseded values are not recommended for survey control.
 DF9538
 DF9538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9538.See file dsdata.pdf to determine how the superseded data were derived.
 DF9538
 DF9538_MARKER: DD = SURVEY DISK
 DF9538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9538_STAMPING: 1Y45 2002
 DF9538_MARK LOGO: WIDT
 DF9538_PROJECTION: FLUSH
 DF9538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9538+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2014
 DF9538
 DF9538  HISTORY     - Date     Condition        Report By
 DF9538  HISTORY     - 2001     MONUMENTED       WIDT
 DF9538  HISTORY     - 20060626 GOOD             WIDT
 DF9538  HISTORY     - 20060820 GOOD             USPSQD
 DF9538  HISTORY     - 20141214 GOOD             WIDT
 DF9538
 DF9538                          STATION DESCRIPTION
 DF9538
 DF9538'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9538'THE STATION IS LOCATED ABOUT 26 KM NORTHWEST OF RACINE, 21 KM
 DF9538'SOUTHWEST OF MILWAUKEE AND 9 KM EAST-SOUTHEAST OF MUKWONAGO.
 DF9538'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9538'STATION FROM THE JUNCTION US HIGHWAY 45 SOUTH AND STATE HIGHWAY 36
 DF9538'WITH US HIGHWAY 45 NORTH AND STATE HIGHWAY 100 NORTH IN THE CITY OF
 DF9538'FRANKLIN, GO SOUTHEAST ON STATE HIGHWAY 100 FOR 1.1 KM TO 92ND STREET
 DF9538'ON THE RIGHT, CONTINUE SOUTHEAST ON STATE HIGHWAY 100 FOR 0.4 KM TO
 DF9538'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9538'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9538'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9538'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 17.6 M
 DF9538'EAST OF THE CENTERLINE OF STATE HIGHWAY 100, 62.0 M NORTHEAST OF
 DF9538'POWER POLE --51-0458--, 24 M SOUTH OF THE CENTERLINE OF A PRIVATE
 DF9538'ENTRANCE, AND 17.4 M WEST OF THE WESTERN MOST METAL POST FOR A --TOP
 DF9538'SOIL-- SIGN.  ---NOTE---THE STATION IS NORTH, SOUTH, AND WEST OF
 DF9538'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9538'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9538'HORIZON.
 DF9538
 DF9538                          STATION RECOVERY (2006)
 DF9538
 DF9538'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9538'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 22.8 M SOUTH OF THE
 DF9538'CENTERLINE OF A GATED PAVED ENTRANCE AND 1.1 M SOUTHWEST, 1.0 M
 DF9538'NORTHWEST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9538'NOTE-- THERE IS NO --TOP SOIL-- SIGN PRESENT.
 DF9538
 DF9538                          STATION RECOVERY (2006)
 DF9538
 DF9538'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9538'17.4 M WEST OF THE WESTERN MOST METAL POST FOR A - TOP SOIL - SIGN.
 DF9538'SIGN AND POST GONE.
 DF9538
 DF9538                          STATION RECOVERY (2014)
 DF9538
 DF9538'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DF9538'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9539 ***********************************************************************
 DF9539  DESIGNATION -  1Y46
 DF9539  PID         -  DF9539
 DF9539  STATE/COUNTY-  WI/MILWAUKEE
 DF9539  COUNTRY     -  US
 DF9539  USGS QUAD   -  FRANKSVILLE (2018)
 DF9539
 DF9539                         *CURRENT SURVEY CONTROL
 DF9539  ______________________________________________________________________
 DF9539* NAD 83(1986) POSITION- 42 52 21.08   (N) 087 59 42.75   (W)   HD_HELD1
 DF9539* NAVD 88 ORTHO HEIGHT -   210.976 (meters)      692.18  (feet) ADJUSTED
 DF9539  ______________________________________________________________________
 DF9539  GEOID HEIGHT    -        -34.831 (meters)                     GEOID18
 DF9539  DYNAMIC HEIGHT  -        210.917 (meters)      691.98  (feet) COMP
 DF9539  MODELED GRAVITY -    980,338.0   (mgal)                       NAVD 88
 DF9539
 DF9539  VERT ORDER      -  SECOND    CLASS I
 DF9539
 DF9539.The horizontal coordinates were determined by differentially corrected
 DF9539.hand held GPS observations or other comparable positioning techniques
 DF9539.and have an estimated accuracy of +/- 3 meters.
 DF9539
 DF9539.The orthometric height was determined by differential leveling and
 DF9539.adjusted by the WI DEPT OF TRANSP
 DF9539.in May 2012.
 DF9539
 DF9539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9539.GEOID18 height accuracy estimate available here.
 DF9539
 DF9539.Click photographs - Photos may exist for this station.
 DF9539
 DF9539.The dynamic height is computed by dividing the NAVD 88
 DF9539.geopotential number by the normal gravity value computed on the
 DF9539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9539.degrees latitude (g = 980.6199 gals.).
 DF9539
 DF9539.The modeled gravity was interpolated from observed gravity values.
 DF9539
 DF9539;                    North         East    Units  Estimated Accuracy
 DF9539;SPC WI S     -    98,898.3     763,790.3     MT  (+/- 3 meters HH1 GPS) 
 DF9539
 DF9539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1871447139(NAD 83)
 DF9539
 DF9539                          SUPERSEDED SURVEY CONTROL
 DF9539
 DF9539  NAVD 88 (04/20/07)  210.951  (m)          692.10   (f) SUPERSEDED  2 1
 DF9539  NAVD 88 (02/25/04)  210.969  (m)          692.15   (f) SUPERSEDED  2 1
 DF9539
 DF9539.Superseded values are not recommended for survey control.
 DF9539
 DF9539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9539.See file dsdata.pdf to determine how the superseded data were derived.
 DF9539
 DF9539_MARKER: DD = SURVEY DISK
 DF9539_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9539_SP_SET: PARAPET WALL
 DF9539_STAMPING: 1Y46 2002
 DF9539_MARK LOGO: WIDT
 DF9539_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9539+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2014
 DF9539
 DF9539  HISTORY     - Date     Condition        Report By
 DF9539  HISTORY     - 2001     MONUMENTED       WIDT
 DF9539  HISTORY     - 20060626 GOOD             WIDT
 DF9539  HISTORY     - 20141214 GOOD             WIDT
 DF9539
 DF9539                          STATION DESCRIPTION
 DF9539
 DF9539'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9539'THE STATION IS LOCATED ABOUT 27 KM EAST OF MUKWONAGO, 23 KM NORTHWEST
 DF9539'OF RACINE AND 21 KM SOUTH OF MILWAUKEE.  OWNERSHIP--CITY OF FRANKLIN.
 DF9539'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 SOUTH AND
 DF9539'STATE HIGHWAY 36 WITH US HIGHWAY 45 NORTH AND STATE HIGHWAY 100 ABOUT
 DF9539'20 KM SOUTHEAST OF THE CITY OF WAUKESHA, GO EAST ON STATE HIGHWAY 100
 DF9539'FOR 4.0 KM TO SOUTH 68TH STREET, CONTINUE EAST ON SOUTH 68TH STREET
 DF9539'FOR 0.4 KM TO BRIDGE --B-40-547-85-- OVER THE ROOT RIVER AND THE
 DF9539'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9539'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9539'OF THE WEST END OF THE SOUTH PARAPET WALL AND ABOUT 0.9 M ABOVE THE
 DF9539'HIGHWAY PAVEMENT.  THE STATION IS 8.3 M SOUTH OF THE CENTERLINE OF
 DF9539'STATE HIGHWAY 100, 104 M WEST OF THE NORTHERNMOST METAL POST FOR
 DF9539'A--MILWAUKEE COUNTY SPORT COMPLEX--SIGN AND 5.7 M EAST OF A METAL
 DF9539'POST FOR A --ROOT RIVER-- SIGN. ---NOTE---THIS STATION HAS NO VISIBLE
 DF9539'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9539
 DF9539                          STATION RECOVERY (2006)
 DF9539
 DF9539'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9539'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.8 M NORTHEAST OF
 DF9539'A WHITE PLASTIC WITNESS POST.  NOTE1-- IN THE 2001 DESCRIPTION, GO
 DF9539'EAST ON STATE HIGHWAY 100 FOR 4.0 KM TO SOUTH 68TH STREET, CONTINUE
 DF9539'EAST ON STATE HIGHWAY 100 (NOT SOUTH 68TH STREET) FOR 0.4 KM TO THE
 DF9539'BRIDGE.
 DF9539'NOTE2-- STATE HIGHWAY 100 AND THE BRIDGE ARE BEING WIDENED TO THE
 DF9539'NORTH.  THE BRIDGE DECK WILL BE RESURFACED IN 2007.  NO ALTERATION TO
 DF9539'THE SOUTH BRIDGE PARAPET IS SCHEDULED.
 DF9539
 DF9539                          STATION RECOVERY (2014)
 DF9539
 DF9539'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DF9539'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9541 ***********************************************************************
 DF9541  DESIGNATION -  1Y47
 DF9541  PID         -  DF9541
 DF9541  STATE/COUNTY-  WI/MILWAUKEE
 DF9541  COUNTRY     -  US
 DF9541  USGS QUAD   -  FRANKSVILLE (2018)
 DF9541
 DF9541                         *CURRENT SURVEY CONTROL
 DF9541  ______________________________________________________________________
 DF9541* NAD 83(2011) POSITION- 42 52 25.09458(N) 087 56 11.24990(W)   ADJUSTED
 DF9541* NAD 83(2011) ELLIP HT-   177.522 (meters)        (04/22/14)   ADJUSTED
 DF9541* NAD 83(2011) EPOCH   -  2010.00
 DF9541* NAVD 88 ORTHO HEIGHT -   212.401 (meters)      696.85  (feet) ADJUSTED
 DF9541  ______________________________________________________________________
 DF9541  GEOID HEIGHT    -        -34.879 (meters)                     GEOID18
 DF9541  NAD 83(2011) X  -    168,575.820 (meters)                     COMP
 DF9541  NAD 83(2011) Y  - -4,678,609.837 (meters)                     COMP
 DF9541  NAD 83(2011) Z  -  4,317,345.387 (meters)                     COMP
 DF9541  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 DF9541  DYNAMIC HEIGHT  -        212.342 (meters)      696.66  (feet) COMP
 DF9541  MODELED GRAVITY -    980,337.6   (mgal)                       NAVD 88
 DF9541
 DF9541  VERT ORDER      -  SECOND    CLASS I
 DF9541
 DF9541  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9541  Standards:
 DF9541         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9541            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9541  -------------------------------------------------------------------
 DF9541  NETWORK    0.48   0.47           0.22   0.16   0.24      0.08542526
 DF9541  -------------------------------------------------------------------
 DF9541  Click here for local accuracies and other accuracy information.
 DF9541
 DF9541.The horizontal coordinates were established by GPS observations
 DF9541.and adjusted by the GEODETIC SPECIALISTS LLC in April 2014.
 DF9541
 DF9541.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9541.been affixed to the stable North American tectonic plate. See 
 DF9541.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9541
 DF9541.The horizontal coordinates are valid at the epoch date displayed above
 DF9541.which is a decimal equivalence of Year/Month/Day.
 DF9541
 DF9541.The orthometric height was determined by differential leveling and
 DF9541.adjusted by the WI DEPT OF TRANSP
 DF9541.in May 2012.
 DF9541
 DF9541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9541.GEOID18 height accuracy estimate available here.
 DF9541
 DF9541.Click photographs - Photos may exist for this station.
 DF9541
 DF9541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9541
 DF9541.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9541
 DF9541.The ellipsoidal height was determined by GPS observations
 DF9541.and is referenced to NAD 83.
 DF9541
 DF9541.The dynamic height is computed by dividing the NAVD 88
 DF9541.geopotential number by the normal gravity value computed on the
 DF9541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9541.degrees latitude (g = 980.6199 gals.).
 DF9541
 DF9541.The modeled gravity was interpolated from observed gravity values.
 DF9541
 DF9541. The following values were computed from the NAD 83(2011) position.
 DF9541
 DF9541;                    North         East     Units Scale Factor Converg.
 DF9541;SPC WI S     -    99,139.253   768,586.105   MT  0.99997467   +1 25 04.3
 DF9541;SPC WI S     -   325,259.37  2,521,602.91   sFT  0.99997467   +1 25 04.3
 DF9541;UTM  16      - 4,747,207.892   423,514.340   MT  0.99967197   -0 38 13.9
 DF9541
 DF9541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9541!SPC WI S     -   0.99997216  x   0.99997467  =   0.99994683
 DF9541!UTM  16      -   0.99997216  x   0.99967197  =   0.99964414
 DF9541
 DF9541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2351447207(NAD 83)
 DF9541
 DF9541                          SUPERSEDED SURVEY CONTROL
 DF9541
 DF9541  NAVD 88 (04/20/07)  212.377  (m)          696.77   (f) SUPERSEDED  2 1
 DF9541  NAVD 88 (02/25/04)  212.399  (m)          696.85   (f) SUPERSEDED  2 1
 DF9541
 DF9541.Superseded values are not recommended for survey control.
 DF9541
 DF9541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9541.See file dsdata.pdf to determine how the superseded data were derived.
 DF9541
 DF9541_MARKER: DD = SURVEY DISK
 DF9541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9541_STAMPING: 1Y47 2002
 DF9541_MARK LOGO: WIDT
 DF9541_PROJECTION: FLUSH
 DF9541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9541+STABILITY: SURFACE MOTION
 DF9541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9541+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2014
 DF9541
 DF9541  HISTORY     - Date     Condition        Report By
 DF9541  HISTORY     - 2001     MONUMENTED       WIDT
 DF9541  HISTORY     - 20060626 GOOD             WIDT
 DF9541  HISTORY     - 20131217 GOOD             WIDT
 DF9541  HISTORY     - 20141215 GOOD             WIDT
 DF9541
 DF9541                          STATION DESCRIPTION
 DF9541
 DF9541'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9541'THE STATION IS LOCATED ABOUT 20 KM NORTHWEST OF RACINE AND 19 KM
 DF9541'SOUTH OF MILWAUKEE. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF9541'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DF9541'HIGHWAY 94 WITH STATE HIGHWAY 100 ABOUT 19 KM SOUTH OF THE CITY OF
 DF9541'MILWAUKEE, GO EAST ON STATE HIGHWAY 100 FOR 0.1 KM TO THE RYAN ROAD
 DF9541'PARK AND RIDE, TURN LEFT AND GO NORTHWEST THROUGH THE PARK AND RIDE
 DF9541'TO THE WEST END OF THE PARK AND RIDE LOT AND STATION ON THE LEFT.
 DF9541'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9541'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9541'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9541'THE PARKING LOT PAVEMENT. THE STATION IS 14.3 M SOUTH OF A WOOD POST,
 DF9541'AND 9.2 M WEST OF WEST EDGE OF PARKING LOT PAVEMENT.  ---NOTE---THE
 DF9541'STATION IS NORTH, SOUTH AND EAST OF THREE WHITE PLASTIC WITNESS
 DF9541'POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9541'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9541
 DF9541                          STATION RECOVERY (2006)
 DF9541
 DF9541'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9541'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE SOUTHWEST
 DF9541'CORNER OF THE PARKING LOT, 14.3 M SOUTH OF A WOOD --LONG-TERM PARKING
 DF9541'5-DAY MAX RIGHT-- SIGN POST, 5.6 M SOUTH OF THE SOUTH END OF A
 DF9541'CONCRETE DRAINAGE TROUGH, AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M
 DF9541'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9541
 DF9541                          STATION RECOVERY (2013)
 DF9541
 DF9541'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DF9541'RECOVERED IN GOOD CONDITION.
 DF9541'
 DF9541'NOTE-THE STATION IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DF9541'THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DF9541
 DF9541                          STATION RECOVERY (2014)
 DF9541
 DF9541'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DF9541'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0283 ***********************************************************************
 OM0283  DESIGNATION -  2
 OM0283  PID         -  OM0283
 OM0283  STATE/COUNTY-  WI/JEFFERSON
 OM0283  COUNTRY     -  US
 OM0283  USGS QUAD   -  WATERTOWN (2018)
 OM0283
 OM0283                         *CURRENT SURVEY CONTROL
 OM0283  ______________________________________________________________________
 OM0283* NAD 83(1986) POSITION- 43 11 17.     (N) 088 43 33.     (W)   SCALED
 OM0283* NAVD 88 ORTHO HEIGHT -   245.651 (meters)      805.94  (feet) ADJUSTED
 OM0283  ______________________________________________________________________
 OM0283  GEOID HEIGHT    -        -34.707 (meters)                     GEOID18
 OM0283  DYNAMIC HEIGHT  -        245.589 (meters)      805.74  (feet) COMP
 OM0283  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 OM0283
 OM0283  VERT ORDER      -  SECOND    CLASS 0
 OM0283
 OM0283.The horizontal coordinates were scaled from a map and have
 OM0283.an estimated accuracy of +/- 6 seconds.
 OM0283
 OM0283.The orthometric height was determined by differential leveling and
 OM0283.adjusted by the NATIONAL GEODETIC SURVEY
 OM0283.in June 1991.
 OM0283
 OM0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0283.GEOID18 height accuracy estimate available here.
 OM0283
 OM0283.Click photographs - Photos may exist for this station.
 OM0283
 OM0283.The dynamic height is computed by dividing the NAVD 88
 OM0283.geopotential number by the normal gravity value computed on the
 OM0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0283.degrees latitude (g = 980.6199 gals.).
 OM0283
 OM0283.The modeled gravity was interpolated from observed gravity values.
 OM0283
 OM0283;                    North         East    Units  Estimated Accuracy
 OM0283;SPC WI S     -   132,770.      703,570.      MT  (+/- 180 meters Scaled)
 OM0283
 OM0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN597831(NAD 83)
 OM0283
 OM0283                          SUPERSEDED SURVEY CONTROL
 OM0283
 OM0283  NGVD 29 (??/??/92)  245.712  (m)          806.14   (f) ADJ UNCH    2 0
 OM0283
 OM0283.Superseded values are not recommended for survey control.
 OM0283
 OM0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0283.See file dsdata.pdf to determine how the superseded data were derived.
 OM0283
 OM0283_MARKER: DD = SURVEY DISK
 OM0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0283_MARK LOGO: USGS
 OM0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0283+STABILITY: SURFACE MOTION
 OM0283
 OM0283  HISTORY     - Date     Condition        Report By
 OM0283  HISTORY     - UNK      MONUMENTED       USGS
 OM0283  HISTORY     - 1934     GOOD             CGS
 OM0283  HISTORY     - 20060907 MARK NOT FOUND   USPSQD
 OM0283
 OM0283                          STATION DESCRIPTION
 OM0283
 OM0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0283'AT WATERTOWN.
 OM0283'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD
 OM0283'FROM THE CHICAGO AND NORTHWESTERN RAILROAD CROSSING TO ROCK
 OM0283'RIVER.  SET IN CONCRETE POST ON THE EAST BANK OF THE RIVER,
 OM0283'ABOUT 400 FEET NORTH OF THE TRACKS, 25 FEET EAST OF THE GAUGE
 OM0283'HOUSE, 5 FOOT BY 5 FOOT BUILDING, ON EAST-WEST FENCE LINE,
 OM0283'AND 2 FEET ABOVE THE GROUND.
 OM0283
 OM0283                          STATION RECOVERY (2006)
 OM0283
 OM0283'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0283'STATION NOT RECOVERED. THE PROPERTY IS OCCUPIED BY THE WATERTOWN
 OM0283'STREET DEPARTMENT WITH A LARGE ASPHALTED PARKING AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO1466 ***********************************************************************
 QO1466  DESIGNATION -  2
 QO1466  PID         -  QO1466
 QO1466  STATE/COUNTY-  WI/ST CROIX
 QO1466  COUNTRY     -  US
 QO1466  USGS QUAD   -  SOMERSET SOUTH (2019)
 QO1466
 QO1466                         *CURRENT SURVEY CONTROL
 QO1466  ______________________________________________________________________
 QO1466* NAD 83(1996) POSITION- 45 06 29.55165(N) 092 43 31.19005(W)   ADJUSTED
 QO1466* NAVD 88 ORTHO HEIGHT -   291.2   (meters)      955.    (feet) VERTCON3
 QO1466  ______________________________________________________________________
 QO1466  GEOID HEIGHT    -        -28.314 (meters)                     GEOID18
 QO1466  LAPLACE CORR    -        -13.66  (seconds)                    DEFLEC18
 QO1466  HORZ ORDER      -  SECOND
 QO1466
 QO1466.The horizontal coordinates were established by classical geodetic methods
 QO1466.and adjusted by the National Geodetic Survey in March 1999.
 QO1466
 QO1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1466
 QO1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1466.GEOID18 height accuracy estimate available here.
 QO1466
 QO1466.Click photographs - Photos may exist for this station.
 QO1466
 QO1466.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1466
 QO1466. The following values were computed from the NAD 83(1996) position.
 QO1466
 QO1466;                    North         East     Units Scale Factor Converg.
 QO1466;SPC WI C     -   145,262.600   385,572.383   MT  0.99994889   -1 55 22.5
 QO1466;SPC WI C     -   476,582.38  1,264,998.73   sFT  0.99994889   -1 55 22.5
 QO1466;UTM  15      - 4,995,007.831   521,607.366   MT  0.99960574   +0 11 40.5
 QO1466
 QO1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1466!SPC WI C     -   0.99995878  x   0.99994889  =   0.99990767
 QO1466!UTM  15      -   0.99995878  x   0.99960574  =   0.99956454
 QO1466
 QO1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2160795007(NAD 83)
 QO1466
 QO1466                          SUPERSEDED SURVEY CONTROL
 QO1466
 QO1466  NAD 83(1991)-  45 06 29.55181(N)    092 43 31.19051(W) AD(       ) 2
 QO1466  NAD 83(1986)-  45 06 29.54094(N)    092 43 31.18275(W) AD(       ) 2
 QO1466  NAD 27      -  45 06 29.65657(N)    092 43 30.45277(W) AD(       ) 2
 QO1466  NGVD 29 (07/19/86)  291.2    (m)          955.     (f) VERT ANG       
 QO1466
 QO1466.Superseded values are not recommended for survey control.
 QO1466
 QO1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1466.See file dsdata.pdf to determine how the superseded data were derived.
 QO1466
 QO1466_MARKER: A = ALUMINUM MARKER
 QO1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1466_MARK LOGO: WIHD
 QO1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1466+STABILITY: SURFACE MOTION
 QO1466
 QO1466  HISTORY     - Date     Condition        Report By
 QO1466  HISTORY     - 1973     MONUMENTED       WIDT
 QO1466  HISTORY     - 1974     GOOD             MNDT
 QO1466  HISTORY     - 20120808 MARK NOT FOUND   WIDT
 QO1466
 QO1466                          STATION DESCRIPTION
 QO1466
 QO1466'DESCRIBED BY MN DEPT OF TRANSP 1974 (DKH)
 QO1466'THE STATION IS LOCATED 2.5 MILES WEST-SOUTHWEST OF SOMERSET,
 QO1466'WISCONSIN IN THE SOUTHEAST QUARTER OF SECTION 6, T30N, R19W, ON
 QO1466'THE NORTHWEST SIDE OF TRUNK HIGHWAY 35 APPROXIMATELY 320 FEET
 QO1466'NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 35 AND TOWN ROAD.
 QO1466'
 QO1466'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 35 AND
 QO1466'COUNTY ROAD V, GO NORTHEAST ON TRUNK HIGHWAY 35 FOR 1.0 MILES
 QO1466'TO THE STATION ON THE LEFT.
 QO1466'
 QO1466'THE STATION MARK, A CAST ALUMINUM MONUMENT SET BY THE WISCONSIN
 QO1466'DEPARTMENT OF TRANSPORTATION, IS FLUSH WITH THE SURFACE OF THE
 QO1466'GROUND.  THE MARK IS 51.8 FEET NORTHWEST OF THE CENTERLINE OF
 QO1466'TRUNK HIGHWAY 35, 12.18 FEET SOUTH OF A 10 INCH PLUM TREE, 2.89
 QO1466'FEET NORTHEAST OF A WOOD FENCE POST, AND 5.32 FEET NORTHWEST OF
 QO1466'A WOOD FENCE POST.
 QO1466'
 QO1466'NO OBSERVATIONS WERE MADE AT THE STATION BY THE MINNESOTA
 QO1466'HIGHWAY DEPARTMENT.  THE STATION IS PART OF A TRAVERSE COMPUTED
 QO1466'BY THE WISCONSIN DEPARTMENT OF TRANSPORTATION.
 QO1466'
 QO1466'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 QO1466
 QO1466                          STATION RECOVERY (2012)
 QO1466
 QO1466'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 QO1466'NONE OF THE TIES REMAIN. THE STATION SHOULD BE CONSIDERED LOST. THIS
 QO1466'IS LIKELY DUE TO THE REDESIGN AND EXPANSION OF STATE TRUNK HIGHWAYS 35
 QO1466'AND 64.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4935 ***********************************************************************
 DJ4935  DESIGNATION -  2 ALBION SE GPS
 DJ4935  PID         -  DJ4935
 DJ4935  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4935  COUNTRY     -  US
 DJ4935  USGS QUAD   -  STRUM (2018)
 DJ4935
 DJ4935                         *CURRENT SURVEY CONTROL
 DJ4935  ______________________________________________________________________
 DJ4935* NAD 83(2011) POSITION- 44 31 49.86222(N) 091 25 34.52433(W)   ADJUSTED
 DJ4935* NAD 83(2011) ELLIP HT-   258.233 (meters)        (06/27/12)   ADJUSTED
 DJ4935* NAD 83(2011) EPOCH   -  2010.00
 DJ4935* NAVD 88 ORTHO HEIGHT -   289.269 (meters)      949.04  (feet) ADJUSTED
 DJ4935  ______________________________________________________________________
 DJ4935  GEOID HEIGHT    -        -31.033 (meters)                     GEOID18
 DJ4935  NAD 83(2011) X  -   -113,363.265 (meters)                     COMP
 DJ4935  NAD 83(2011) Y  - -4,553,103.755 (meters)                     COMP
 DJ4935  NAD 83(2011) Z  -  4,450,487.392 (meters)                     COMP
 DJ4935  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC18
 DJ4935  DYNAMIC HEIGHT  -        289.235 (meters)      948.93  (feet) COMP
 DJ4935  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 DJ4935
 DJ4935  VERT ORDER      -  SECOND    CLASS I
 DJ4935
 DJ4935  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4935  Standards:
 DJ4935         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4935            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4935  -------------------------------------------------------------------
 DJ4935  NETWORK    0.37   0.35           0.16   0.14   0.18      0.16846682
 DJ4935  -------------------------------------------------------------------
 DJ4935  Click here for local accuracies and other accuracy information.
 DJ4935
 DJ4935.The horizontal coordinates were established by GPS observations
 DJ4935.and adjusted by the National Geodetic Survey in June 2012.
 DJ4935
 DJ4935.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4935.been affixed to the stable North American tectonic plate. See 
 DJ4935.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4935
 DJ4935.The horizontal coordinates are valid at the epoch date displayed above
 DJ4935.which is a decimal equivalence of Year/Month/Day.
 DJ4935
 DJ4935.The orthometric height was determined by differential leveling and
 DJ4935.adjusted by the WI DEPT OF TRANSP
 DJ4935.in May 2012.
 DJ4935
 DJ4935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4935.GEOID18 height accuracy estimate available here.
 DJ4935
 DJ4935.Click photographs - Photos may exist for this station.
 DJ4935
 DJ4935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4935
 DJ4935.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4935
 DJ4935.The ellipsoidal height was determined by GPS observations
 DJ4935.and is referenced to NAD 83.
 DJ4935
 DJ4935.The dynamic height is computed by dividing the NAVD 88
 DJ4935.geopotential number by the normal gravity value computed on the
 DJ4935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4935.degrees latitude (g = 980.6199 gals.).
 DJ4935
 DJ4935.The modeled gravity was interpolated from observed gravity values.
 DJ4935
 DJ4935. The following values were computed from the NAD 83(2011) position.
 DJ4935
 DJ4935;                    North         East     Units Scale Factor Converg.
 DJ4935;SPC WI C     -    78,465.213   486,640.108   MT  0.99995880   -1 00 22.8
 DJ4935;SPC WI C     -   257,431.29  1,596,585.09   sFT  0.99995880   -1 00 22.8
 DJ4935;UTM  15      - 4,932,003.446   625,044.053   MT  0.99979229   +1 06 13.6
 DJ4935
 DJ4935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4935!SPC WI C     -   0.99995951  x   0.99995880  =   0.99991831
 DJ4935!UTM  15      -   0.99995951  x   0.99979229  =   0.99975181
 DJ4935
 DJ4935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2504432003(NAD 83)
 DJ4935
 DJ4935                          SUPERSEDED SURVEY CONTROL
 DJ4935
 DJ4935  ELLIP H (01/19/10)  258.264  (m)                       GP(       ) 3 1
 DJ4935  NAD 83(2007)-  44 31 49.86237(N)    091 25 34.52516(W) AD(2002.00) 1
 DJ4935  ELLIP H (07/29/08)  258.263  (m)                       GP(2002.00) 3 1
 DJ4935  NAVD 88             289.26   (m)          949.0    (f) LEVELING    3  
 DJ4935  NAVD 88 (07/08/08)  289.257  (m)          949.00   (f) SUPERSEDED  2 1
 DJ4935
 DJ4935.Superseded values are not recommended for survey control.
 DJ4935
 DJ4935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4935.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4935
 DJ4935_MARKER: DD = SURVEY DISK
 DJ4935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4935_STAMPING: 2 ALBION SE GPS 1995
 DJ4935_MARK LOGO: WI-121
 DJ4935_PROJECTION: FLUSH
 DJ4935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4935+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DJ4935
 DJ4935  HISTORY     - Date     Condition        Report By
 DJ4935  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4935  HISTORY     - 20061106 GOOD             WIDT
 DJ4935  HISTORY     - 20111019 GOOD             WIDT
 DJ4935
 DJ4935                          STATION DESCRIPTION
 DJ4935
 DJ4935'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4935'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (MONDOVI
 DJ4935'STREET) WITH STATE HIGHWAY 93 (MAIN STREET) IN THE VILLAGE OF ELEVA,
 DJ4935'GO SOUTHERLY ON STATE HIGHWAY 93 (MAIN STREET) FOR 1.85 MI (3.0 KM) TO
 DJ4935'COUNTY HIGHWAY V ON THE LEFT, TURN LEFT AND GO EAST ON COUNTY HIGHWAY
 DJ4935'V FOR 1.45 MI (2.3 KM) TO BOCKUS ROAD ON THE RIGHT, TURN RIGHT AND GO
 DJ4935'SOUTH ON BOCKUS ROAD FOR 1.5 MI (2.4 KM) TO QUARRY ROAD ON THE LEFT,
 DJ4935'TURN LEFT AND GO SOUTHEAST ON QUARRY ROAD FOR 0.1 MI (0.2 KM) TO THE
 DJ4935'STATION ON THE LEFT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY
 DJ4935'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DJ4935'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DJ4935'WITH THE ROAD PAVEMENT.  THE STATION IS 6.5 M (21.3 FT) NORTHEAST OF
 DJ4935'THE CENTERLINE OF QUARRY ROAD, 34 M (111.5 FT) NORTHWEST OF A PRIVATE
 DJ4935'ENTRANCE --N47466--, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST
 DJ4935'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4935'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4935'HORIZON.
 DJ4935
 DJ4935                          STATION RECOVERY (2011)
 DJ4935
 DJ4935'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0462 ***********************************************************************
 PO0462  DESIGNATION -  2 FG
 PO0462  PID         -  PO0462
 PO0462  STATE/COUNTY-  WI/MONROE
 PO0462  COUNTRY     -  US
 PO0462  USGS QUAD   -  ALDERWOOD LAKE (2018)
 PO0462
 PO0462                         *CURRENT SURVEY CONTROL
 PO0462  ______________________________________________________________________
 PO0462* NAD 83(1986) POSITION- 44 00 26.09   (N) 090 42 30.03   (W)   HD_HELD1
 PO0462* NAVD 88 ORTHO HEIGHT -   258.139 (meters)      846.91  (feet) ADJUSTED
 PO0462  ______________________________________________________________________
 PO0462  GEOID HEIGHT    -        -33.421 (meters)                     GEOID18
 PO0462  DYNAMIC HEIGHT  -        258.089 (meters)      846.75  (feet) COMP
 PO0462  MODELED GRAVITY -    980,420.4   (mgal)                       NAVD 88
 PO0462
 PO0462  VERT ORDER      -  SECOND    CLASS I
 PO0462
 PO0462.The horizontal coordinates were determined by differentially corrected
 PO0462.hand held GPS observations or other comparable positioning techniques
 PO0462.and have an estimated accuracy of +/- 3 meters.
 PO0462
 PO0462.The orthometric height was determined by differential leveling and
 PO0462.adjusted by the NATIONAL GEODETIC SURVEY
 PO0462.in September 2018.
 PO0462
 PO0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0462.GEOID18 height accuracy estimate available here.
 PO0462
 PO0462.Click photographs - Photos may exist for this station.
 PO0462
 PO0462.The dynamic height is computed by dividing the NAVD 88
 PO0462.geopotential number by the normal gravity value computed on the
 PO0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0462.degrees latitude (g = 980.6199 gals.).
 PO0462
 PO0462.The modeled gravity was interpolated from observed gravity values.
 PO0462
 PO0462;                    North         East    Units  Estimated Accuracy
 PO0462;SPC WI S     -   223,233.6     543,194.9     MT  (+/- 3 meters HH1 GPS) 
 PO0462
 PO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8371175230(NAD 83)
 PO0462
 PO0462                          SUPERSEDED SURVEY CONTROL
 PO0462
 PO0462  NAVD 88 (06/15/91)  258.149  (m)          846.94   (f) SUPERSEDED  1 2
 PO0462
 PO0462.Superseded values are not recommended for survey control.
 PO0462
 PO0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0462.See file dsdata.pdf to determine how the superseded data were derived.
 PO0462
 PO0462_MARKER: DB = BENCH MARK DISK
 PO0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0462_STAMPING: 2 FG 1946 848
 PO0462_MARK LOGO: USGS
 PO0462_PROJECTION: RECESSED 5 CENTIMETERS
 PO0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0462+STABILITY: SURFACE MOTION
 PO0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0462+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2018
 PO0462
 PO0462  HISTORY     - Date     Condition        Report By
 PO0462  HISTORY     - 1946     MONUMENTED       USGS
 PO0462  HISTORY     - 1985     GOOD             NGS
 PO0462  HISTORY     - 20030519 GOOD             USPSQD
 PO0462  HISTORY     - 20040727 GOOD             USA
 PO0462  HISTORY     - 20160325 GOOD             USACEO
 PO0462  HISTORY     - 20180522 GOOD             WIDT
 PO0462
 PO0462                          STATION DESCRIPTION
 PO0462
 PO0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0462'12.5 KM (7.75 MI) EAST FROM SPARTA.
 PO0462'12.5 KM (7.75 MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 PO0462'WITH STATE HIGHWAY 16 IN SPARTA, 0.2 KM (0.1 MI) WEST OF THE
 PO0462'INTERSECTION OF A STREET LEADING NORTH TO FORT MCCOY, 85.6 M (280.8
 PO0462'FT) EAST OF THE EXTENDED CENTERLINE OF BUCKLEY COURT, AND 14.1 M (46.3
 PO0462'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 PO0462'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 PO0462'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 PO0462
 PO0462                          STATION RECOVERY (2003)
 PO0462
 PO0462'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PO0462'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 PO0462'ABOUT 0.1 MILE WEST OF GATE 5 ENTRANCE TO FORT MCCOY.  IT IS 2 FEET
 PO0462'NORTHWEST OF A WHITE PLASTIC WITNESS POST.  TREES TO THE SOUTHEAST
 PO0462'WILL OBSTRUCT SATELLITE OBSERVATIONS.
 PO0462
 PO0462                          STATION RECOVERY (2004)
 PO0462
 PO0462'RECOVERY NOTE BY US ARMY 2004 (TWH)
 PO0462'RECOVERED IN GOOD CONDITION, WITNESS POST MOVED, STATION IS NOW 11.2
 PO0462'FEET NORTH OF WITNESS POST AT TOE OF INSLOPE
 PO0462
 PO0462                          STATION RECOVERY (2016)
 PO0462
 PO0462'RECOVERY NOTE BY USACE OMAHA 2016 (MFT)
 PO0462'RECOVERED IN GOOD CONDITION.
 PO0462
 PO0462                          STATION RECOVERY (2018)
 PO0462
 PO0462'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 PO0462'RECOVERED AS DESCRIBED.
 PO0462'
 PO0462'NOTE-THE MONUMENT IS TILTED ABOUT 15 DEGREES TO THE SOUTHEAST AND THE
 PO0462'BRONZE DISK HAS HORIZONTAL GASH MARKS ACROSS THE FACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0132 ***********************************************************************
 OL0132  DESIGNATION -  2 USLS
 OL0132  PID         -  OL0132
 OL0132  STATE/COUNTY-  WI/MILWAUKEE
 OL0132  COUNTRY     -  US
 OL0132  USGS QUAD   -  MILWAUKEE (2018)
 OL0132
 OL0132                         *CURRENT SURVEY CONTROL
 OL0132  ______________________________________________________________________
 OL0132* NAD 83(1986) POSITION- 43 02 31.3    (N) 087 54 16.9    (W)   HD_HELD2
 OL0132* NAVD 88 ORTHO HEIGHT -   193.584 (meters)      635.12  (feet) ADJUSTED
 OL0132  ______________________________________________________________________
 OL0132  GEOID HEIGHT    -        -35.144 (meters)                     GEOID18
 OL0132  DYNAMIC HEIGHT  -        193.533 (meters)      634.95  (feet) COMP
 OL0132  MODELED GRAVITY -    980,351.9   (mgal)                       NAVD 88
 OL0132
 OL0132  VERT ORDER      -  FIRST     CLASS II
 OL0132
 OL0132.The horizontal coordinates were established by autonomous hand held GPS
 OL0132.observations and have an estimated accuracy of +/- 10 meters.
 OL0132
 OL0132.The orthometric height was determined by differential leveling and
 OL0132.adjusted by the NATIONAL GEODETIC SURVEY
 OL0132.in June 1991.
 OL0132
 OL0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0132.GEOID18 height accuracy estimate available here.
 OL0132
 OL0132.Click photographs - Photos may exist for this station.
 OL0132
 OL0132.The dynamic height is computed by dividing the NAVD 88
 OL0132.geopotential number by the normal gravity value computed on the
 OL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0132.degrees latitude (g = 980.6199 gals.).
 OL0132
 OL0132.The modeled gravity was interpolated from observed gravity values.
 OL0132
 OL0132;                    North         East    Units  Estimated Accuracy
 OL0132;SPC WI S     -   117,904.      770,711.      MT  (+/- 10 meters HH2 GPS)
 OL0132
 OL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2630965879(NAD 83)
 OL0132
 OL0132                          SUPERSEDED SURVEY CONTROL
 OL0132
 OL0132  NGVD 29 (??/??/92)  193.674  (m)          635.41   (f) ADJ UNCH    1 2
 OL0132
 OL0132.Superseded values are not recommended for survey control.
 OL0132
 OL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0132.See file dsdata.pdf to determine how the superseded data were derived.
 OL0132
 OL0132_MARKER: Z = SEE DESCRIPTION
 OL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0132+STABILITY: SURFACE MOTION
 OL0132
 OL0132  HISTORY     - Date     Condition        Report By
 OL0132  HISTORY     - UNK      MONUMENTED       USLS
 OL0132  HISTORY     - 1950     POOR             CGS
 OL0132  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OL0132  HISTORY     - 20050305 MARK NOT FOUND   GEOCAC
 OL0132
 OL0132                          STATION DESCRIPTION
 OL0132
 OL0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OL0132'AT MILWAUKEE.
 OL0132'AT MILWAUKEE, AT THE COUNTY COURT HOUSE, AND AT THE SOUTHEAST
 OL0132'CORNER OF THE COURTHOUSE SQUARE.  NOTE-- NO CHISELED SQUARE IS
 OL0132'TO BE SEEN, SOMEONE HAS RECENTLY CHISELED A X.  THE TOP OF THE
 OL0132'STONE IS ROUGH AND WEATHERED.  THE LOCATION FOMERLY SITE OF THE
 OL0132'COUNTY COURT HOUSE IS NOW USED AS A PARK.
 OL0132
 OL0132                          STATION RECOVERY (1988)
 OL0132
 OL0132'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0132'MARK NOT FOUND.
 OL0132
 OL0132                          STATION RECOVERY (2005)
 OL0132
 OL0132'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0132'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0424 ***********************************************************************
 ON0424  DESIGNATION -  20 GHC
 ON0424  PID         -  ON0424
 ON0424  STATE/COUNTY-  WI/VERNON
 ON0424  COUNTRY     -  US
 ON0424  USGS QUAD   -  DE SOTO (2018)
 ON0424
 ON0424                         *CURRENT SURVEY CONTROL
 ON0424  ______________________________________________________________________
 ON0424* NAD 83(1986) POSITION- 43 25 49.30   (N) 091 12 19.75   (W)   HD_HELD1
 ON0424* NAVD 88 ORTHO HEIGHT -   199.082 (meters)      653.15  (feet) ADJUSTED
 ON0424  ______________________________________________________________________
 ON0424  GEOID HEIGHT    -        -31.539 (meters)                     GEOID18
 ON0424  DYNAMIC HEIGHT  -        199.043 (meters)      653.03  (feet) COMP
 ON0424  MODELED GRAVITY -    980,419.5   (mgal)                       NAVD 88
 ON0424
 ON0424  VERT ORDER      -  FIRST     CLASS I
 ON0424
 ON0424.The horizontal coordinates were determined by differentially corrected
 ON0424.hand held GPS observations or other comparable positioning techniques
 ON0424.and have an estimated accuracy of +/- 3 meters.
 ON0424
 ON0424.The orthometric height was determined by differential leveling and
 ON0424.adjusted by the NATIONAL GEODETIC SURVEY
 ON0424.in June 1991.
 ON0424
 ON0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0424.GEOID18 height accuracy estimate available here.
 ON0424
 ON0424.Click photographs - Photos may exist for this station.
 ON0424
 ON0424.The dynamic height is computed by dividing the NAVD 88
 ON0424.geopotential number by the normal gravity value computed on the
 ON0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0424.degrees latitude (g = 980.6199 gals.).
 ON0424
 ON0424.The modeled gravity was interpolated from observed gravity values.
 ON0424
 ON0424;                    North         East    Units  Estimated Accuracy
 ON0424;SPC WI S     -   159,604.9     502,402.3     MT  (+/- 3 meters HH1 GPS) 
 ON0424
 ON0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4524410171(NAD 83)
 ON0424
 ON0424                          SUPERSEDED SURVEY CONTROL
 ON0424
 ON0424  NGVD 29 (??/??/92)  199.125  (m)          653.30   (f) ADJ UNCH    1 1
 ON0424
 ON0424.Superseded values are not recommended for survey control.
 ON0424
 ON0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0424.See file dsdata.pdf to determine how the superseded data were derived.
 ON0424
 ON0424_MARKER: DD = SURVEY DISK
 ON0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0424_STAMPING: 20 GHC 1965 653
 ON0424_MARK LOGO: USGS
 ON0424_PROJECTION: FLUSH
 ON0424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0424+STABILITY: SURFACE MOTION
 ON0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0424+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2010
 ON0424
 ON0424  HISTORY     - Date     Condition        Report By
 ON0424  HISTORY     - 1965     MONUMENTED       USGS
 ON0424  HISTORY     - 1970     GOOD             NGS
 ON0424  HISTORY     - 20040412 GOOD             WIDT
 ON0424  HISTORY     - 20100802 GOOD             WIDT
 ON0424
 ON0424                          STATION DESCRIPTION
 ON0424
 ON0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0424'0.5 MI N FROM DE SOTO.
 ON0424'ABOUT 0.5 MILE NORTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 ON0424'THE STATION AT DE SOTO, 52 FEET EAST OF THE EAST RAIL OF THE
 ON0424'EAST TRACK, 91 YARDS SOUTHWEST AND ACROSS STATE HIGHWAY 35 FROM
 ON0424'THE SOUTHWEST CORNER OF MAES TAVERN, 45 1/2 FEET WEST OF THE
 ON0424'CENTER LINE OF THE HIGHWAY, 88 FEET SOUTHWEST AND ACROSS THE
 ON0424'HIGHWAY FROM A POWER POLE WHICH BEARS A LIGHT, 25 FEET NORTHEAST
 ON0424'OF A TELEPHONE POLE, 2.0 FEET SOUTHEAST OF A WOODEN HIGHWAY
 ON0424'RIGHT-OF-WAY MARKER, 0.8 FOOT NORTHWEST OF A METAL WITNESS POST,
 ON0424'ABOUT 12 FEET ABOVE THE LEVEL OF THE TRACK, ABOUT 1 FOOT BELOW
 ON0424'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 ON0424'WHICH PROJECTS 1 INCH.  SECTION 15, T 11 N, R 7 W
 ON0424
 ON0424                          STATION RECOVERY (2004)
 ON0424
 ON0424'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0424'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0424'STATION FROM THE NORTH JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY
 ON0424'82 IN THE VILLAGE OF DE SOTO, GO NORTH ON STATE HIGHWAY 35 FOR 0.6 MI
 ON0424'(0.97 KM) TO THE GREAT RIVER ROADHOUSE ON THE RIGHT AND THE STATION ON
 ON0424'THE LEFT.  THE STATION IS A US GEOLOGICAL SURVEY SURVEY DISK SET IN
 ON0424'THE TOP OF A 15-CM SQUARE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 ON0424'PAVEMENT.  THE STATION IS 13.9 M (45.6 FT) WEST OF THE EXTENDED
 ON0424'CENTERLINE OF STATE HIGHWAY 35, 20.0 M (65.6 FT) SOUTH OF THE EXTENDED
 ON0424'CENTERLINE OF THE SOUTH ENTRANCE TO GREAT RIVER ROADHOUSE, 2.5 M (8.2
 ON0424'FT) SOUTH OF TELEPHONE PEDESTAL --T1A2 A-- AND 0.2 M (0.7 FT) NORTH OF
 ON0424'A STEEL WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 ON0424'OBSTUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 ON0424'FOR A HILLSIDE IN THE EASTERN QUADRANT EXTENDING TO 32 DEGREES ABOVE
 ON0424'THE HORIZON.
 ON0424
 ON0424                          STATION RECOVERY (2010)
 ON0424
 ON0424'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0424'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 2004 DESCRIPTION---THE
 ON0424'STATION IS 13.9 M WEST OF THE CENTERLINE OF STATE HIGHWAY 35 (NOT WEST
 ON0424'OF THE EXTENDED CENTERLINE OF STATE HIGHWAY 35).  ADD---THE STATION IS
 ON0424'0.4 M EAST OF A WHITE PLASTIC WITNESS POST AND 0.2 M NORTH OF A STEEL
 ON0424'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0899 ***********************************************************************
 NH0899  DESIGNATION -  20 MDD
 NH0899  PID         -  NH0899
 NH0899  STATE/COUNTY-  WI/LAFAYETTE
 NH0899  COUNTRY     -  US
 NH0899  USGS QUAD   -  SOUTH WAYNE (2018)
 NH0899
 NH0899                         *CURRENT SURVEY CONTROL
 NH0899  ______________________________________________________________________
 NH0899* NAD 83(1986) POSITION- 42 33 04.     (N) 089 59 06.     (W)   SCALED
 NH0899* NAVD 88 ORTHO HEIGHT -   292.445 (meters)      959.46  (feet) ADJUSTED
 NH0899  ______________________________________________________________________
 NH0899  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 NH0899  DYNAMIC HEIGHT  -        292.351 (meters)      959.15  (feet) COMP
 NH0899  MODELED GRAVITY -    980,292.5   (mgal)                       NAVD 88
 NH0899
 NH0899  VERT ORDER      -  THIRD
 NH0899
 NH0899.The horizontal coordinates were scaled from a map and have
 NH0899.an estimated accuracy of +/- 6 seconds.
 NH0899
 NH0899.The orthometric height was determined by differential leveling and
 NH0899.adjusted by the NATIONAL GEODETIC SURVEY
 NH0899.in June 1991.
 NH0899
 NH0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0899.GEOID18 height accuracy estimate available here.
 NH0899
 NH0899.Click photographs - Photos may exist for this station.
 NH0899
 NH0899.The dynamic height is computed by dividing the NAVD 88
 NH0899.geopotential number by the normal gravity value computed on the
 NH0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0899.degrees latitude (g = 980.6199 gals.).
 NH0899
 NH0899.The modeled gravity was interpolated from observed gravity values.
 NH0899
 NH0899;                    North         East    Units  Estimated Accuracy
 NH0899;SPC WI S     -    61,230.      601,230.      MT  (+/- 180 meters Scaled)
 NH0899
 NH0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN549152(NAD 83)
 NH0899
 NH0899                          SUPERSEDED SURVEY CONTROL
 NH0899
 NH0899  NGVD 29 (??/??/92)  292.54   (m)          959.8    (f) COMPUTED    3 0
 NH0899
 NH0899.Superseded values are not recommended for survey control.
 NH0899
 NH0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0899.See file dsdata.pdf to determine how the superseded data were derived.
 NH0899
 NH0899_MARKER: DB = BENCH MARK DISK
 NH0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0899_STAMPING: 20 MDD 1967
 NH0899_MARK LOGO: USGS
 NH0899_PROJECTION: FLUSH
 NH0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0899+STABILITY: SURFACE MOTION
 NH0899
 NH0899  HISTORY     - Date     Condition        Report By
 NH0899  HISTORY     - 1967     MONUMENTED       USGS
 NH0899  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NH0899
 NH0899                          STATION DESCRIPTION
 NH0899
 NH0899'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (MDD)
 NH0899'4.5 KM (2.80 MI) SE FROM GRATIOT.
 NH0899'GRATIOT, 2.O MI . AND 2.O MI E. OF, 3.5 MI N. OF WARREN, NEAR THE
 NH0899'QUARTER COR. BETWEEN SEC. 14 AND 23, T-1 N., R-4 E., 52 FT N. AND 36
 NH0899'FT E. OF ASPHALT RD. AT DRIVE E., 2.5 FT S. AND 7.5 FT E. OF COR. FE
 NH0899'POST,2 FT S. OF A WITNESS SIGN ON STEEL POST, IN CONCRETE POST,
 NH0899'STANDARD TABLET STAMPED 20 MMDD 1967
 NH0899
 NH0899                          STATION RECOVERY (1998)
 NH0899
 NH0899'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0899'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5191 ***********************************************************************
 DK5191  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5191  DESIGNATION -  20 PIGEON SE GPS
 DK5191  PID         -  DK5191
 DK5191  STATE/COUNTY-  WI/TREMPEALEAU
 DK5191  COUNTRY     -  US
 DK5191  USGS QUAD   -  PIGEON FALLS (2018)
 DK5191
 DK5191                         *CURRENT SURVEY CONTROL
 DK5191  ______________________________________________________________________
 DK5191* NAD 83(2011) POSITION- 44 23 24.62834(N) 091 11 12.45946(W)   ADJUSTED
 DK5191* NAD 83(2011) ELLIP HT-   323.495 (meters)        (06/27/12)   ADJUSTED
 DK5191* NAD 83(2011) EPOCH   -  2010.00
 DK5191* NAVD 88 ORTHO HEIGHT -   355.16  (meters)     1165.2   (feet) GPS OBS
 DK5191  ______________________________________________________________________
 DK5191  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5191  GEOID HEIGHT    -        -31.662 (meters)                     GEOID12A
 DK5191  GEOID HEIGHT    -        -31.659 (meters)                     GEOID18
 DK5191  NAD 83(2011) X  -    -94,560.263 (meters)                     COMP
 DK5191  NAD 83(2011) Y  - -4,564,505.523 (meters)                     COMP
 DK5191  NAD 83(2011) Z  -  4,439,401.852 (meters)                     COMP
 DK5191  LAPLACE CORR    -         -7.50  (seconds)                    DEFLEC18
 DK5191
 DK5191  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5191  Standards:
 DK5191         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5191            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5191  -------------------------------------------------------------------
 DK5191  NETWORK    0.31   0.31           0.14   0.11   0.16      0.05677192
 DK5191  -------------------------------------------------------------------
 DK5191  Click here for local accuracies and other accuracy information.
 DK5191
 DK5191.The horizontal coordinates were established by GPS observations
 DK5191.and adjusted by the National Geodetic Survey in June 2012.
 DK5191
 DK5191.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5191.been affixed to the stable North American tectonic plate. See 
 DK5191.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5191
 DK5191.The horizontal coordinates are valid at the epoch date displayed above
 DK5191.which is a decimal equivalence of Year/Month/Day.
 DK5191
 DK5191.The orthometric height was determined by GPS observations and a
 DK5191.high-resolution geoid model using precise GPS observation and
 DK5191.processing techniques.
 DK5191
 DK5191.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5191.GEOID18 height accuracy estimate available here.
 DK5191
 DK5191.Click photographs - Photos may exist for this station.
 DK5191
 DK5191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5191
 DK5191.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5191
 DK5191.The ellipsoidal height was determined by GPS observations
 DK5191.and is referenced to NAD 83.
 DK5191
 DK5191. The following values were computed from the NAD 83(2011) position.
 DK5191
 DK5191;                    North         East     Units Scale Factor Converg.
 DK5191;SPC WI C     -    62,566.106   505,443.356   MT  0.99997645   -0 50 14.5
 DK5191;SPC WI C     -   205,268.97  1,658,275.41   sFT  0.99997645   -0 50 14.5
 DK5191;UTM  15      - 4,916,808.969   644,416.652   MT  0.99985649   +1 16 07.1
 DK5191
 DK5191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5191!SPC WI C     -   0.99994928  x   0.99997645  =   0.99992573
 DK5191!UTM  15      -   0.99994928  x   0.99985649  =   0.99980578
 DK5191
 DK5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4441616808(NAD 83)
 DK5191
 DK5191                          SUPERSEDED SURVEY CONTROL
 DK5191
 DK5191  NAD 83(2007)-  44 23 24.62845(N)    091 11 12.46040(W) AD(2002.00) 1
 DK5191  ELLIP H (07/29/08)  323.525  (m)                       GP(2002.00) 3 1
 DK5191  NAVD 88 (07/29/08)  355.16   (m)  GEOID03  model used  GPS OBS        
 DK5191
 DK5191.Superseded values are not recommended for survey control.
 DK5191
 DK5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5191.See file dsdata.pdf to determine how the superseded data were derived.
 DK5191
 DK5191_MARKER: DD = SURVEY DISK
 DK5191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5191_STAMPING: 20 PIGEON SE GPS 1995
 DK5191_MARK LOGO: WI-121
 DK5191_PROJECTION: FLUSH
 DK5191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK5191+STABILITY: SURFACE MOTION
 DK5191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5191+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2023
 DK5191
 DK5191  HISTORY     - Date     Condition        Report By
 DK5191  HISTORY     - 1995     MONUMENTED       WI-121
 DK5191  HISTORY     - 20061101 GOOD             WIDT
 DK5191  HISTORY     - 20111003 GOOD             WIDT
 DK5191  HISTORY     - 20230405 GOOD             WI-053
 DK5191
 DK5191                          STATION DESCRIPTION
 DK5191
 DK5191'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5191'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 AND STATE
 DK5191'HIGHWAY 121 WITH COUNTY HIGHWAY W JUST SOUTH OF THE VILLAGE OF PIGEON
 DK5191'FALLS, GO SOUTHWEST ON COUNTY HIGHWAY W FOR 2.9 MI (4.7 KM) TO
 DK5191'HESTEKIN ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION
 DK5191'IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN
 DK5191'THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN
 DK5191'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DK5191'IS 9.0 M (29.5 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY W, 19.7 M
 DK5191'(64.6 FT) NORTH OF THE CENTERLINE OF HESTEKIN ROAD, 11 M (36.1 FT)
 DK5191'SOUTH OF A WOOD POST FOR A --35 MPH CURVED ROAD AHEAD-- SIGN, AND 1.0
 DK5191'M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DK5191'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5191'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5191
 DK5191                          STATION RECOVERY (2011)
 DK5191
 DK5191'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5191'CONIFERS PLANTED ON ALL SIDES OF STATION WILL AFFECT
 DK5191'SUITABILITY FOR GPS IN THE FUTURE.
 DK5191
 DK5191                          STATION RECOVERY (2023)
 DK5191
 DK5191'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2023 (CB)
 DK5191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9924 ***********************************************************************
 AF9924  DESIGNATION -  200 WAVERLY GPS
 AF9924  PID         -  AF9924
 AF9924  STATE/COUNTY-  WI/ASHLAND
 AF9924  COUNTRY     -  US
 AF9924  USGS QUAD   -  CEDAR (2018)
 AF9924
 AF9924                         *CURRENT SURVEY CONTROL
 AF9924  ______________________________________________________________________
 AF9924* NAD 83(2011) POSITION- 46 35 38.63672(N) 090 37 01.31261(W)   ADJUSTED
 AF9924* NAD 83(2011) ELLIP HT-   172.930 (meters)        (06/27/12)   ADJUSTED
 AF9924* NAD 83(2011) EPOCH   -  2010.00
 AF9924* NAVD 88 ORTHO HEIGHT -   204.7   (meters)      672.    (feet) GPS OBS
 AF9924  ______________________________________________________________________
 AF9924  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9924  GEOID HEIGHT    -        -31.623 (meters)                     GEOID96
 AF9924  GEOID HEIGHT    -        -31.716 (meters)                     GEOID18
 AF9924  NAD 83(2011) X  -    -47,283.540 (meters)                     COMP
 AF9924  NAD 83(2011) Y  - -4,390,446.029 (meters)                     COMP
 AF9924  NAD 83(2011) Z  -  4,610,997.609 (meters)                     COMP
 AF9924  LAPLACE CORR    -          3.41  (seconds)                    DEFLEC18
 AF9924
 AF9924  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9924  Standards:
 AF9924         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9924            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9924  -------------------------------------------------------------------
 AF9924  NETWORK    0.92   2.92           0.42   0.31   1.49      0.11262030
 AF9924  -------------------------------------------------------------------
 AF9924  Click here for local accuracies and other accuracy information.
 AF9924
 AF9924.The horizontal coordinates were established by GPS observations
 AF9924.and adjusted by the National Geodetic Survey in June 2012.
 AF9924
 AF9924.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9924.been affixed to the stable North American tectonic plate. See 
 AF9924.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9924
 AF9924.The horizontal coordinates are valid at the epoch date displayed above
 AF9924.which is a decimal equivalence of Year/Month/Day.
 AF9924
 AF9924.The orthometric height was determined by GPS observations and a
 AF9924.high-resolution geoid model.
 AF9924
 AF9924.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9924.GEOID18 height accuracy estimate available here.
 AF9924
 AF9924.Click photographs - Photos may exist for this station.
 AF9924
 AF9924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9924
 AF9924.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9924
 AF9924.The ellipsoidal height was determined by GPS observations
 AF9924.and is referenced to NAD 83.
 AF9924
 AF9924. The following values were computed from the NAD 83(2011) position.
 AF9924
 AF9924;                    North         East     Units Scale Factor Converg.
 AF9924;SPC WI N     -   158,834.992   552,718.578   MT  0.99997301   -0 26 42.4
 AF9924;SPC WI N     -   521,111.14  1,813,377.53   sFT  0.99997301   -0 26 42.4
 AF9924;UTM  15      - 5,162,814.153   682,531.247   MT  1.00000954   +1 43 54.2
 AF9924
 AF9924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9924!SPC WI N     -   0.99997289  x   0.99997301  =   0.99994590
 AF9924!UTM  15      -   0.99997289  x   1.00000954  =   0.99998243
 AF9924
 AF9924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8253162814(NAD 83)
 AF9924
 AF9924                          SUPERSEDED SURVEY CONTROL
 AF9924
 AF9924  NAD 83(2007)-  46 35 38.63681(N)    090 37 01.31337(W) AD(2002.00) 0
 AF9924  ELLIP H (02/10/07)  172.959  (m)                       GP(2002.00)    
 AF9924  NAD 83(1997)-  46 35 38.63705(N)    090 37 01.31415(W) AD(       ) 1
 AF9924  ELLIP H (12/26/02)  173.037  (m)                       GP(       ) 3 2
 AF9924  NAD 83(1991)-  46 35 38.63700(N)    090 37 01.31247(W) AD(       ) 1
 AF9924  ELLIP H (04/30/98)  173.027  (m)                       GP(       ) 3 2
 AF9924
 AF9924.Superseded values are not recommended for survey control.
 AF9924
 AF9924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9924.See file dsdata.pdf to determine how the superseded data were derived.
 AF9924
 AF9924_MARKER: DD = SURVEY DISK
 AF9924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9924_STAMPING: 200 WAVERLY GPS
 AF9924_MARK LOGO: WI-003
 AF9924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9924+STABILITY: SURFACE MOTION
 AF9924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9924+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9924
 AF9924  HISTORY     - Date     Condition        Report By
 AF9924  HISTORY     - 1996     MONUMENTED       WI-003
 AF9924
 AF9924                          STATION DESCRIPTION
 AF9924
 AF9924'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AF9924'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) EAST OF THE CITY OF
 AF9924'ASHLAND, ASHLAND COUNTY, WISCONSIN AND 4.0 KM (2.50 MI) (2.5) EAST OF
 AF9924'THE VILLAGE OF ODANAH, ON THE BAD RIVER INDIAN RESERVATION IN ASHLAND
 AF9924'COUNTY, WISCONSIN, NEAR LAKE ROAD IN THE NE 1/4 OF THE SE 1/4 OF
 AF9924'SECTION 33, T.48N., R.2W., IN THE TOWN OF SANBORN, ASHLAND COUNTY,
 AF9924'WISCONSIN.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AF9924'2 AND STATE TRUNK HIGHWAY 13 IN THE CITY OF ASHLAND, GO EAST ON U.S.
 AF9924'HIGHWAY 2 ABOUT 20.9 KM (13.00 MI) TO LAKE ROAD.  THEN GO NORTH AND
 AF9924'WEST ALONG LAKE ROAD ABOUT 2.6 KM (1.60 MI) .  THE STATION IS 10 M
 AF9924'(32.8 FT) SOUTH OF THE CENTERLINE OF LAKE ROAD IN A CLEARING.  THE
 AF9924'STATION IS A 8.89 CM (3.5 IN.) ALUMINUM CAP STAMPED---200 WAVERLY
 AF9924'GPS---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.48 CM (12 IN)
 AF9924'IN DIAMETER LOCATED FLUSH WITH THE GROUND. STATION IS 1 M (3.3 FT)
 AF9924'SOUTH OF STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY GPS
 AF9924'SURVEY MARKER)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9949 ***********************************************************************
 AF9949  DESIGNATION -  202 MARENGO VALLEY GPS
 AF9949  PID         -  AF9949
 AF9949  STATE/COUNTY-  WI/ASHLAND
 AF9949  COUNTRY     -  US
 AF9949  USGS QUAD   -  MARENGO (2018)
 AF9949
 AF9949                         *CURRENT SURVEY CONTROL
 AF9949  ______________________________________________________________________
 AF9949* NAD 83(2011) POSITION- 46 26 34.73560(N) 090 50 24.05923(W)   ADJUSTED
 AF9949* NAD 83(2011) ELLIP HT-   213.690 (meters)        (06/27/12)   ADJUSTED
 AF9949* NAD 83(2011) EPOCH   -  2010.00
 AF9949* NAVD 88 ORTHO HEIGHT -   244.8   (meters)      803.    (feet) GPS OBS
 AF9949  ______________________________________________________________________
 AF9949  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9949  GEOID HEIGHT    -        -31.000 (meters)                     GEOID96
 AF9949  GEOID HEIGHT    -        -31.093 (meters)                     GEOID18
 AF9949  NAD 83(2011) X  -    -64,549.060 (meters)                     COMP
 AF9949  NAD 83(2011) Y  - -4,402,442.027 (meters)                     COMP
 AF9949  NAD 83(2011) Z  -  4,599,470.084 (meters)                     COMP
 AF9949  LAPLACE CORR    -         -4.41  (seconds)                    DEFLEC18
 AF9949
 AF9949  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9949  Standards:
 AF9949         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9949            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9949  -------------------------------------------------------------------
 AF9949  NETWORK    0.70   2.21           0.32   0.24   1.13     -0.06080368
 AF9949  -------------------------------------------------------------------
 AF9949  Click here for local accuracies and other accuracy information.
 AF9949
 AF9949.The horizontal coordinates were established by GPS observations
 AF9949.and adjusted by the National Geodetic Survey in June 2012.
 AF9949
 AF9949.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9949.been affixed to the stable North American tectonic plate. See 
 AF9949.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9949
 AF9949.The horizontal coordinates are valid at the epoch date displayed above
 AF9949.which is a decimal equivalence of Year/Month/Day.
 AF9949
 AF9949.The orthometric height was determined by GPS observations and a
 AF9949.high-resolution geoid model.
 AF9949
 AF9949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9949.GEOID18 height accuracy estimate available here.
 AF9949
 AF9949.Click photographs - Photos may exist for this station.
 AF9949
 AF9949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9949
 AF9949.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9949
 AF9949.The ellipsoidal height was determined by GPS observations
 AF9949.and is referenced to NAD 83.
 AF9949
 AF9949. The following values were computed from the NAD 83(2011) position.
 AF9949
 AF9949;                    North         East     Units Scale Factor Converg.
 AF9949;SPC WI N     -   142,198.578   535,454.774   MT  0.99995686   -0 36 21.5
 AF9949;SPC WI N     -   466,529.83  1,756,737.87   sFT  0.99995686   -0 36 21.5
 AF9949;UTM  15      - 5,145,534.620   665,910.858   MT  0.99993837   +1 33 56.4
 AF9949
 AF9949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9949!SPC WI N     -   0.99996650  x   0.99995686  =   0.99992336
 AF9949!UTM  15      -   0.99996650  x   0.99993837  =   0.99990488
 AF9949
 AF9949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6591045534(NAD 83)
 AF9949
 AF9949                          SUPERSEDED SURVEY CONTROL
 AF9949
 AF9949  NAD 83(2007)-  46 26 34.73568(N)    090 50 24.05998(W) AD(2002.00) 0
 AF9949  ELLIP H (02/10/07)  213.719  (m)                       GP(2002.00)    
 AF9949  NAD 83(1997)-  46 26 34.73578(N)    090 50 24.06061(W) AD(       ) 1
 AF9949  ELLIP H (12/26/02)  213.741  (m)                       GP(       ) 3 2
 AF9949  NAD 83(1991)-  46 26 34.73567(N)    090 50 24.05898(W) AD(       ) 1
 AF9949  ELLIP H (04/30/98)  213.737  (m)                       GP(       ) 3 2
 AF9949
 AF9949.Superseded values are not recommended for survey control.
 AF9949
 AF9949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9949.See file dsdata.pdf to determine how the superseded data were derived.
 AF9949
 AF9949_MARKER: DD = SURVEY DISK
 AF9949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9949_STAMPING: 202 MARENGO VALLEY
 AF9949_MARK LOGO: WI-003
 AF9949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9949+STABILITY: SURFACE MOTION
 AF9949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9949+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9949
 AF9949  HISTORY     - Date     Condition        Report By
 AF9949  HISTORY     - 1996     MONUMENTED       WI-003
 AF9949  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 AF9949  HISTORY     - 20080514 MARK NOT FOUND   GEOCAC
 AF9949
 AF9949                          STATION DESCRIPTION
 AF9949
 AF9949'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AF9949'THE STATION IS LOCATED ABOUT 17.5 KM (10.85 MI) SOUTH OF THE CITY OF
 AF9949'ASHLAND, ASHLAND COUNTY, WISCONSIN NEAR THE INTERSECTION OF STATE
 AF9949'TRUNK HIGHWAY 13 AND STATE TRUNK HIGHWAY 118 ON PROPERTY OWNED BY THE
 AF9949'STATE OF WISCONSIN IN THE SW 1/4 OF THE SW 1/4 OF SECTION 23, T.46N.,
 AF9949'R.4W., IN THE TOWN OF WHITE RIVER, ASHLAND COUNTY, WISCONSIN.  TO
 AF9949'REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 2 AND STATE
 AF9949'TRUNK HIGHWAY 13 IN THE CITY OF ASHLAND, GO SOUTH ON WISCONSIN STATE
 AF9949'TRUNK HIGHWAY 13 ABOUT 17.5 KM (10.85 MI) TO THE INTERSECTION OF STATE
 AF9949'TRUNK HIGHWAYS 13 AND 112.  THE STATION IS 76 M (249.3 FT) WEST THE
 AF9949'CENTERLINE OF HIGHWAY 13 AND 10 M (32.8 FT) SOUTH OF THE CENTERLINE OF
 AF9949'HIGHWAY 112.  THE STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP
 AF9949'STAMPED---202 MARENGO VALLEY --- SET INTO THE TOP OF A ROUND CONCRETE
 AF9949'MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AF9949'STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST BEARING THE SIGN
 AF9949'(PLEASE PROTECT NEARBY GPS SURVEY MARKER) .
 AF9949
 AF9949                          STATION RECOVERY (2003)
 AF9949
 AF9949'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AF9949'NOT FOUND WITH PROBING AND A METAL DETECTOR.  THE METAL FITNESS POST
 AF9949'WAS MANGLED AND MAY HAVE BEEN RESET.
 AF9949
 AF9949                          STATION RECOVERY (2008)
 AF9949
 AF9949'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 AF9949'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0217 ***********************************************************************
 ON0217  DESIGNATION -  203
 ON0217  PID         -  ON0217
 ON0217  STATE/COUNTY-  WI/VERNON
 ON0217  COUNTRY     -  US
 ON0217  USGS QUAD   -  GENOA (2018)
 ON0217
 ON0217                         *CURRENT SURVEY CONTROL
 ON0217  ______________________________________________________________________
 ON0217* NAD 83(1986) POSITION- 43 34 28.     (N) 091 13 35.     (W)   SCALED
 ON0217* NAVD 88 ORTHO HEIGHT -   200.029 (meters)      656.26  (feet) ADJUSTED
 ON0217  ______________________________________________________________________
 ON0217  GEOID HEIGHT    -        -31.585 (meters)                     GEOID18
 ON0217  DYNAMIC HEIGHT  -        199.992 (meters)      656.14  (feet) COMP
 ON0217  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 ON0217
 ON0217  VERT ORDER      -  FIRST     CLASS I
 ON0217
 ON0217.The horizontal coordinates were scaled from a map and have
 ON0217.an estimated accuracy of +/- 6 seconds.
 ON0217
 ON0217.The orthometric height was determined by differential leveling and
 ON0217.adjusted by the NATIONAL GEODETIC SURVEY
 ON0217.in June 1991.
 ON0217
 ON0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0217.GEOID18 height accuracy estimate available here.
 ON0217
 ON0217.Click photographs - Photos may exist for this station.
 ON0217
 ON0217.The dynamic height is computed by dividing the NAVD 88
 ON0217.geopotential number by the normal gravity value computed on the
 ON0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0217.degrees latitude (g = 980.6199 gals.).
 ON0217
 ON0217.The modeled gravity was interpolated from observed gravity values.
 ON0217
 ON0217;                    North         East    Units  Estimated Accuracy
 ON0217;SPC WI S     -   175,640.      500,950.      MT  (+/- 180 meters Scaled)
 ON0217
 ON0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ432261(NAD 83)
 ON0217
 ON0217                          SUPERSEDED SURVEY CONTROL
 ON0217
 ON0217  NGVD 29 (??/??/92)  200.061  (m)          656.37   (f) ADJ UNCH    1 1
 ON0217
 ON0217.Superseded values are not recommended for survey control.
 ON0217
 ON0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0217.See file dsdata.pdf to determine how the superseded data were derived.
 ON0217
 ON0217_MARKER: B = BOLT
 ON0217_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ON0217_SP_SET: STEP
 ON0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0217
 ON0217  HISTORY     - Date     Condition        Report By
 ON0217  HISTORY     - UNK      MONUMENTED       USACE
 ON0217  HISTORY     - 1970     GOOD             NGS
 ON0217
 ON0217                          STATION DESCRIPTION
 ON0217
 ON0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0217'0.4 MI NE FROM GENOA.
 ON0217'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 35 FROM THE CENTRAL
 ON0217'CONTROL BUILDING FOR LOCK AND DAM NUMBER 8 AT GENOA, THENCE
 ON0217'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 56 WHICH IS THE MAIN
 ON0217'STREET OF GENOA, 135 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE
 ON0217'POST OFFICE BUILDING, 33 FEET WEST OF THE CENTER LINE OF THE
 ON0217'HIGHWAY, A COPPER BOLT LEADED IN THE TOP OF THE SOUTH END OF
 ON0217'THE STONE STEP AT THE MORE NORTHERLY OF TWO ENTRANCES TO THE
 ON0217'ZABOLIO STORE, 12.3 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 ON0217'BUILDING, 0.6 FOOT NORTH OF THE SOUTH SIDE OF THE ENTRANCE,
 ON0217'0.3 FOOT WEST OF THE EAST EDGE OF THE STEP, AND ABOUT 2 FEET
 ON0217'ABOVE THE LEVEL OF THE HIGHWAY.  SEC 28, T 13N, R 7W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9925 ***********************************************************************
 AF9925  DESIGNATION -  203 HIGHBRIDGE GPS
 AF9925  PID         -  AF9925
 AF9925  STATE/COUNTY-  WI/ASHLAND
 AF9925  COUNTRY     -  US
 AF9925  USGS QUAD   -  HIGH BRIDGE (2018)
 AF9925
 AF9925                         *CURRENT SURVEY CONTROL
 AF9925  ______________________________________________________________________
 AF9925* NAD 83(2011) POSITION- 46 23 07.18315(N) 090 44 13.36303(W)   ADJUSTED
 AF9925* NAD 83(2011) ELLIP HT-   294.648 (meters)        (06/27/12)   ADJUSTED
 AF9925* NAD 83(2011) EPOCH   -  2010.00
 AF9925* NAVD 88 ORTHO HEIGHT -   325.5   (meters)     1068.    (feet) GPS OBS
 AF9925  ______________________________________________________________________
 AF9925  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9925  GEOID HEIGHT    -        -30.791 (meters)                     GEOID96
 AF9925  GEOID HEIGHT    -        -30.877 (meters)                     GEOID18
 AF9925  NAD 83(2011) X  -    -56,697.388 (meters)                     COMP
 AF9925  NAD 83(2011) Y  - -4,407,248.645 (meters)                     COMP
 AF9925  NAD 83(2011) Z  -  4,595,110.114 (meters)                     COMP
 AF9925  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 AF9925
 AF9925  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9925  Standards:
 AF9925         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9925            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9925  -------------------------------------------------------------------
 AF9925  NETWORK    0.65   2.21           0.30   0.22   1.13     -0.03387828
 AF9925  -------------------------------------------------------------------
 AF9925  Click here for local accuracies and other accuracy information.
 AF9925
 AF9925.The horizontal coordinates were established by GPS observations
 AF9925.and adjusted by the National Geodetic Survey in June 2012.
 AF9925
 AF9925.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9925.been affixed to the stable North American tectonic plate. See 
 AF9925.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9925
 AF9925.The horizontal coordinates are valid at the epoch date displayed above
 AF9925.which is a decimal equivalence of Year/Month/Day.
 AF9925
 AF9925.The orthometric height was determined by GPS observations and a
 AF9925.high-resolution geoid model.
 AF9925
 AF9925.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9925.GEOID18 height accuracy estimate available here.
 AF9925
 AF9925.Click photographs - Photos may exist for this station.
 AF9925
 AF9925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9925
 AF9925.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9925
 AF9925.The ellipsoidal height was determined by GPS observations
 AF9925.and is referenced to NAD 83.
 AF9925
 AF9925. The following values were computed from the NAD 83(2011) position.
 AF9925
 AF9925;                    North         East     Units Scale Factor Converg.
 AF9925;SPC WI N     -   135,711.870   543,307.168   MT  0.99995254   -0 31 54.1
 AF9925;SPC WI N     -   445,248.03  1,782,500.27   sFT  0.99995254   -0 31 54.1
 AF9925;UTM  15      - 5,139,350.039   674,003.356   MT  0.99997219   +1 38 19.6
 AF9925
 AF9925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9925!SPC WI N     -   0.99995381  x   0.99995254  =   0.99990635
 AF9925!UTM  15      -   0.99995381  x   0.99997219  =   0.99992600
 AF9925
 AF9925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7400339350(NAD 83)
 AF9925
 AF9925                          SUPERSEDED SURVEY CONTROL
 AF9925
 AF9925  NAD 83(2007)-  46 23 07.18324(N)    090 44 13.36377(W) AD(2002.00) 0
 AF9925  ELLIP H (02/10/07)  294.677  (m)                       GP(2002.00)    
 AF9925  NAD 83(1997)-  46 23 07.18341(N)    090 44 13.36431(W) AD(       ) 1
 AF9925  ELLIP H (12/26/02)  294.700  (m)                       GP(       ) 3 2
 AF9925  NAD 83(1991)-  46 23 07.18328(N)    090 44 13.36281(W) AD(       ) 1
 AF9925  ELLIP H (04/30/98)  294.697  (m)                       GP(       ) 3 2
 AF9925
 AF9925.Superseded values are not recommended for survey control.
 AF9925
 AF9925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9925.See file dsdata.pdf to determine how the superseded data were derived.
 AF9925
 AF9925_MARKER: DD = SURVEY DISK
 AF9925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9925_STAMPING: 203 HIGHBRIDGE
 AF9925_MARK LOGO: WI-003
 AF9925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9925+STABILITY: SURFACE MOTION
 AF9925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9925+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2008
 AF9925
 AF9925  HISTORY     - Date     Condition        Report By
 AF9925  HISTORY     - 1996     MONUMENTED       WI-003
 AF9925  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 AF9925  HISTORY     - 20080831 GOOD             GEOCAC
 AF9925
 AF9925                          STATION DESCRIPTION
 AF9925
 AF9925'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AF9925'THE STATION IS LOCATED 0.50 KM (0.30 MI) SOUTH OF THE UNINCORPORATED
 AF9925'VILLAGE OF HIGHBRIDGE, ASHLAND COUNTY, WISCONSIN, ON PROPERTY OWNED BY
 AF9925'THE TOWN OF ASHLAND IN THE NE1/4 OF THE NE1/4, SECTION 16, T45N, R3W,
 AF9925'IN THE TOWN OF ASHLAND, ASHLAND COUNTY, WISCONSIN.  TO REACH THE
 AF9925'STATION FROM THE INTERSECTION OF STATE TRUNK HIGHWAY 13 AND COUNTY
 AF9925'TRUNK HIGHWAY C IN THE UNINCORPORATED VILLAGE OF HIGHBRIDGE, ASHLAND
 AF9925'COUNTY, WISCONSIN, GO SOUTH ALONG HIGHWAY C.  0.5 KM (0.30 MI) TO
 AF9925'CEMETERY ROAD.  THEN GO WEST ALONG CEMETERY ROAD 45 M (147.6 FT) TO
 AF9925'THE STATION.  THE STATION IS 7.6 M (24.9 FT) SOUTH OF THE CENTERLINE
 AF9925'OF THE ROAD.  THE STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP
 AF9925'STAMPED---203 HIGHBRIDGE---SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AF9925'30.48 CM (12 IN) IN DIAMETER LOCATED 15 CM ( 6 IN) BELOW THE ROAD
 AF9925'SURFACE.  THE STATION IS APPROXIMATELY 24.3 M (79.7 FT) WEST OF AND
 AF9925'12.2 M (40.0 FT) NORTH OF THE VETERANS MONUMENT IN THE CEMETERY. NO
 AF9925'SIGN POST WAS PLACED.
 AF9925
 AF9925                          STATION RECOVERY (2003)
 AF9925
 AF9925'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AF9925'STATION NOT FOUND WITH PROBING AND METAL DETECTOR.
 AF9925
 AF9925                          STATION RECOVERY (2008)
 AF9925
 AF9925'RECOVERY NOTE BY GEOCACHING 2008 (CPB)
 AF9925'RECOVERED AS DESCRIBED, SURFACE OF DISK HAS A FEW GOUGES, BUT IS NOT
 AF9925'ILLEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA3491 ***********************************************************************
 AA3491  DESIGNATION -  203 RESET
 AA3491  PID         -  AA3491
 AA3491  STATE/COUNTY-  WI/BROWN
 AA3491  COUNTRY     -  US
 AA3491  USGS QUAD   -  ONEIDA SOUTH (2018)
 AA3491
 AA3491                         *CURRENT SURVEY CONTROL
 AA3491  ______________________________________________________________________
 AA3491* NAD 83(1986) POSITION- 44 29 09.45   (N) 088 11 26.33   (W)   HD_HELD1
 AA3491* NAVD 88 ORTHO HEIGHT -   199.72  (+/-2cm)      655.2   (feet) VERTCON3
 AA3491  ______________________________________________________________________
 AA3491  GEOID HEIGHT    -        -36.237 (meters)                     GEOID18
 AA3491  VERT ORDER      -  THIRD (See Below)
 AA3491
 AA3491.The horizontal coordinates were determined by differentially corrected
 AA3491.hand held GPS observations or other comparable positioning techniques
 AA3491.and have an estimated accuracy of +/- 3 meters.
 AA3491
 AA3491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3491
 AA3491.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3491.GEOID18 height accuracy estimate available here.
 AA3491
 AA3491.The vertical order pertains to the NGVD 29 superseded value.
 AA3491
 AA3491.Click photographs - Photos may exist for this station.
 AA3491
 AA3491;                    North         East    Units  Estimated Accuracy
 AA3491;SPC WI C     -    74,121.8     743,914.4     MT  (+/- 3 meters HH1 GPS) 
 AA3491
 AA3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0532326538(NAD 83)
 AA3491
 AA3491                          SUPERSEDED SURVEY CONTROL
 AA3491
 AA3491  NGVD 29 (07/09/15)  199.75   (m)          655.3    (f) RESET       3  
 AA3491
 AA3491.Superseded values are not recommended for survey control.
 AA3491
 AA3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3491.See file dsdata.pdf to determine how the superseded data were derived.
 AA3491
 AA3491_MARKER: DB = BENCH MARK DISK
 AA3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3491_STAMPING: C.&G.S.&S.S. 203 RESET 1964
 AA3491_MARK LOGO: CGS
 AA3491_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3491+STABILITY: SURFACE MOTION
 AA3491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3491+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 AA3491
 AA3491  HISTORY     - Date     Condition        Report By
 AA3491  HISTORY     - 1964     MONUMENTED       CGS
 AA3491  HISTORY     - 20030611 GOOD             USPSQD
 AA3491  HISTORY     - 20050810 GOOD             WIDT
 AA3491
 AA3491                          STATION DESCRIPTION
 AA3491
 AA3491'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AA3491'1.3 MILES (2.1 KM) SOUTHWEST ALONG COUNTY ROUTE E FROM ITS JUNCTION
 AA3491'WITH STATE HIGHWAY 54, ABOUT 1/2 MILE SOUTHEAST OF ONEIDA, NEAR THE
 AA3491'BROWN-OUTAGAMIE COUNTY LINE, 44 FEET (13.4 M) NORTHWEST OF THE
 AA3491'CENTERLNE OF COUNTY ROUTE E AND 1 1/2 FEET SOUTHWEST OF A METAL
 AA3491'WITNESS POST, PROJECTING 4 INCHES.
 AA3491
 AA3491                          STATION RECOVERY (2003)
 AA3491
 AA3491'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AA3491'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS WEST-NORTHWEST AND
 AA3491'ACROSS THE ROAD FROM 'BROWN COUNTY - HOBART' SIGN, ABOUT 45 FEET NORTH
 AA3491'OF COUNTY LINE SIGN 'OUTAGAMIE CO, CTH E, TOWN OF ONEIDA', ABOUT 45
 AA3491'FEET SOUTHWEST OF AN ORANGE GAS PIPE LINE WITNESS POST AND METAL R/W
 AA3491'SIGN, PROJECTING 1 INCH.
 AA3491'NOTE-- THE METAL WHITE SURVEY MARKER SIGN IS BROKEN OFF.  THE LATITUDE
 AA3491'AND LONGITUDE VALUES PROVIDED ARE NOT CORRECT.
 AA3491
 AA3491                          STATION RECOVERY (2005)
 AA3491
 AA3491'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 AA3491'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 0.5 M SOUTHWEST OF
 AA3491'AN ORANGE FIBERGLASS WITNESS POST.  NOTE  THE STATION IS IN THE ONEIDA
 AA3491'NORTH QUADRANGLE WITH THE FOLLOWING LATITUDE 44 29 10N AND LONGITUDE
 AA3491'088 11 27W, AND NOT IN THE GENOA QUADRANGLE AS PREVIOUSLY LOCATED.
 AA3491'NOTE2 A TREE OBSTRUCTION EXISTS TO NORTH AT 35 DEGREES ABOVE THE
 AA3491'HORIZON, THE REMAINDER OF THE HORIZON IS UNOBSTRUCTED ABOVE 15
 AA3491'DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9966 ***********************************************************************
 AF9966  DESIGNATION -  205 DRYDEN CREEK GPS
 AF9966  PID         -  AF9966
 AF9966  STATE/COUNTY-  WI/ASHLAND
 AF9966  COUNTRY     -  US
 AF9966  USGS QUAD   -  GLIDDEN (2018)
 AF9966
 AF9966                         *CURRENT SURVEY CONTROL
 AF9966  ______________________________________________________________________
 AF9966* NAD 83(2011) POSITION- 46 12 59.58281(N) 090 31 05.71048(W)   ADJUSTED
 AF9966* NAD 83(2011) ELLIP HT-   449.245 (meters)        (06/27/12)   ADJUSTED
 AF9966* NAD 83(2011) EPOCH   -  2010.00
 AF9966* NAVD 88 ORTHO HEIGHT -   479.8   (meters)     1574.    (feet) GPS OBS
 AF9966  ______________________________________________________________________
 AF9966  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9966  GEOID HEIGHT    -        -30.514 (meters)                     GEOID96
 AF9966  GEOID HEIGHT    -        -30.598 (meters)                     GEOID18
 AF9966  NAD 83(2011) X  -    -39,990.945 (meters)                     COMP
 AF9966  NAD 83(2011) Y  - -4,421,103.762 (meters)                     COMP
 AF9966  NAD 83(2011) Z  -  4,582,259.796 (meters)                     COMP
 AF9966  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 AF9966
 AF9966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9966  Standards:
 AF9966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9966  -------------------------------------------------------------------
 AF9966  NETWORK    0.76   2.55           0.35   0.25   1.30     -0.02619840
 AF9966  -------------------------------------------------------------------
 AF9966  Click here for local accuracies and other accuracy information.
 AF9966
 AF9966.The horizontal coordinates were established by GPS observations
 AF9966.and adjusted by the National Geodetic Survey in June 2012.
 AF9966
 AF9966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9966.been affixed to the stable North American tectonic plate. See 
 AF9966.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9966
 AF9966.The horizontal coordinates are valid at the epoch date displayed above
 AF9966.which is a decimal equivalence of Year/Month/Day.
 AF9966
 AF9966.The orthometric height was determined by GPS observations and a
 AF9966.high-resolution geoid model.
 AF9966
 AF9966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9966.GEOID18 height accuracy estimate available here.
 AF9966
 AF9966.Click photographs - Photos may exist for this station.
 AF9966
 AF9966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9966
 AF9966.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9966
 AF9966.The ellipsoidal height was determined by GPS observations
 AF9966.and is referenced to NAD 83.
 AF9966
 AF9966. The following values were computed from the NAD 83(2011) position.
 AF9966
 AF9966;                    North         East     Units Scale Factor Converg.
 AF9966;SPC WI N     -   116,819.372   560,013.776   MT  0.99994571   -0 22 25.9
 AF9966;SPC WI N     -   383,264.89  1,837,311.86   sFT  0.99994571   -0 22 25.9
 AF9966;UTM  15      - 5,121,102.044   691,413.904   MT  1.00005042   +1 47 32.2
 AF9966
 AF9966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9966!SPC WI N     -   0.99992958  x   0.99994571  =   0.99987529
 AF9966!UTM  15      -   0.99992958  x   1.00005042  =   0.99998000
 AF9966
 AF9966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9141321102(NAD 83)
 AF9966
 AF9966                          SUPERSEDED SURVEY CONTROL
 AF9966
 AF9966  NAD 83(2007)-  46 12 59.58292(N)    090 31 05.71117(W) AD(2002.00) 0
 AF9966  ELLIP H (02/10/07)  449.275  (m)                       GP(2002.00)    
 AF9966  NAD 83(1997)-  46 12 59.58306(N)    090 31 05.71168(W) AD(       ) 1
 AF9966  ELLIP H (12/26/02)  449.295  (m)                       GP(       ) 3 2
 AF9966  NAD 83(1991)-  46 12 59.58273(N)    090 31 05.71049(W) AD(       ) 1
 AF9966  ELLIP H (04/30/98)  449.309  (m)                       GP(       ) 3 2
 AF9966
 AF9966.Superseded values are not recommended for survey control.
 AF9966
 AF9966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9966.See file dsdata.pdf to determine how the superseded data were derived.
 AF9966
 AF9966_MARKER: DD = SURVEY DISK
 AF9966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9966_STAMPING: 205 DRYDEN CREEK GPS
 AF9966_MARK LOGO: WI-003
 AF9966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9966+STABILITY: SURFACE MOTION
 AF9966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9966+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9966
 AF9966  HISTORY     - Date     Condition        Report By
 AF9966  HISTORY     - 1996     MONUMENTED       WI-003
 AF9966
 AF9966                          STATION DESCRIPTION
 AF9966
 AF9966'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AF9966'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) NORTH AND 6.5 KM (4.05
 AF9966'MI) EAST OF THE VILLAGE OF GLIDDEN, ASHLAND COUNTY, WISCONSIN ON LAND
 AF9966'OWNED BY ASHLAND COUNTY IN THE SW 1/4 OF THE SE 1/4 OF SECTION 8,
 AF9966'T.43N., R1W., IN THE TOWN OF JACOBS, ASHLAND COUNTY, WISCONSIN.  TO
 AF9966'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 AND COUNTY
 AF9966'TRUNK HIGHWAY N IN GLIDDEN, GO EAST AND NORTH ALONG COUNTY TRUNK
 AF9966'HIGHWAY N 10.8 KM (6.70 MI) TO LAFEBER ROAD.  THEN GO NORTHEAST AND
 AF9966'NORTH ALONG LAFEBER ROAD 4.3 KM (2.65 MI) TO CAMP E ROAD.  THEN GO
 AF9966'WEST AND SOUTHWEST ALONG CAMP E ROAD 3.2 KM (2.00 MI) TO CAMP K ROAD.
 AF9966'THEN GO NORTH ALONG CAMP K ROAD 0.64 KM (0.40 MI) TO A WOODS ROAD TO
 AF9966'THE EAST AND A WILDLIFE CLEARING.  THE STATION IS ABOUT 61 M (200.1
 AF9966'FT) EAST OF THE CENTERLINE OF CAMP K ROAD AND 12 M (39.4 FT) SOUTH OF
 AF9966'THE NORTH EDGE OF THE OPENING.  THE STATION IS A 8.89 CM (3.5 IN)
 AF9966'ALUMINUM CAP STAMPED---205 DRYDEN CREEK GPS---SET INTO THE TOP PF A
 AF9966'ROUND CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH
 AF9966'WITH THE GROUND.  STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST
 AF9966'BEARING THE SIGN (PLEASE PROTECT NEARBY GPS SURVEY MARKER) .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0437 ***********************************************************************
 ON0437  DESIGNATION -  206 BOLT
 ON0437  PID         -  ON0437
 ON0437  STATE/COUNTY-  WI/VERNON
 ON0437  COUNTRY     -  US
 ON0437  USGS QUAD   -  DE SOTO (2018)
 ON0437
 ON0437                         *CURRENT SURVEY CONTROL
 ON0437  ______________________________________________________________________
 ON0437* NAD 83(1986) POSITION- 43 29 37.     (N) 091 12 56.     (W)   SCALED
 ON0437* NAVD 88 ORTHO HEIGHT -   194.502 (meters)      638.13  (feet) ADJUSTED
 ON0437  ______________________________________________________________________
 ON0437  GEOID HEIGHT    -        -31.543 (meters)                     GEOID18
 ON0437  DYNAMIC HEIGHT  -        194.464 (meters)      638.00  (feet) COMP
 ON0437  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 ON0437
 ON0437  VERT ORDER      -  FIRST     CLASS I
 ON0437
 ON0437.The horizontal coordinates were scaled from a map and have
 ON0437.an estimated accuracy of +/- 6 seconds.
 ON0437
 ON0437.The orthometric height was determined by differential leveling and
 ON0437.adjusted by the NATIONAL GEODETIC SURVEY
 ON0437.in June 1991.
 ON0437
 ON0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0437.GEOID18 height accuracy estimate available here.
 ON0437
 ON0437.Click photographs - Photos may exist for this station.
 ON0437
 ON0437.The dynamic height is computed by dividing the NAVD 88
 ON0437.geopotential number by the normal gravity value computed on the
 ON0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0437.degrees latitude (g = 980.6199 gals.).
 ON0437
 ON0437.The modeled gravity was interpolated from observed gravity values.
 ON0437
 ON0437;                    North         East    Units  Estimated Accuracy
 ON0437;SPC WI S     -   166,640.      501,690.      MT  (+/- 180 meters Scaled)
 ON0437
 ON0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ442171(NAD 83)
 ON0437
 ON0437                          SUPERSEDED SURVEY CONTROL
 ON0437
 ON0437  NGVD 29 (??/??/92)  194.540  (m)          638.25   (f) ADJ UNCH    1 1
 ON0437
 ON0437.Superseded values are not recommended for survey control.
 ON0437
 ON0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0437.See file dsdata.pdf to determine how the superseded data were derived.
 ON0437
 ON0437_MARKER: B = BOLT
 ON0437_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ON0437_SP_SET: SQUARE TILE
 ON0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0437
 ON0437  HISTORY     - Date     Condition        Report By
 ON0437  HISTORY     - UNK      MONUMENTED       MRC
 ON0437  HISTORY     - 1970     GOOD             NGS
 ON0437
 ON0437                          STATION DESCRIPTION
 ON0437
 ON0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0437'1 MI N FROM VICTORY.
 ON0437'ABOUT 0.95 MILE NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0437'FROM THE JUNCTION OF STATE HIGHWAY 35 AND COUNTY ROAD UU AT
 ON0437'VICTORY 0.25 MILE NORTH OF MILEPOST 275, 32 FEET WEST OF THE
 ON0437'WEST RAIL OF THE WEST TRACK, 101 FEET SOUTHWEST AND ACROSS THE
 ON0437'TRACKS FROM A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, 1.0
 ON0437'FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 ON0437'OF THE TRACK, ABOUT 40 FEET BELOW THE LEVEL OF STATE HIGHWAY
 ON0437'35, AND IS A COPPER BOLT LEADED IN AN 18- X 18-INCH TILE ABOUT
 ON0437'3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 ON0437'IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP THAT
 ON0437'IS DESIGNATED PBM 207 (MRC).  SECTION 21, T 12N, R 7W.
 ON0437'NOTE-- LEVELING IN 1970 INDICATES THIS MARK HAS BEEN RESET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0436 ***********************************************************************
 ON0436  DESIGNATION -  206 CAP
 ON0436  PID         -  ON0436
 ON0436  STATE/COUNTY-  WI/VERNON
 ON0436  COUNTRY     -  US
 ON0436  USGS QUAD   -  DE SOTO (2018)
 ON0436
 ON0436                         *CURRENT SURVEY CONTROL
 ON0436  ______________________________________________________________________
 ON0436* NAD 83(1986) POSITION- 43 29 37.     (N) 091 12 54.     (W)   SCALED
 ON0436* NAVD 88 ORTHO HEIGHT -   195.728 (meters)      642.15  (feet) ADJUSTED
 ON0436  ______________________________________________________________________
 ON0436  GEOID HEIGHT    -        -31.544 (meters)                     GEOID18
 ON0436  DYNAMIC HEIGHT  -        195.690 (meters)      642.03  (feet) COMP
 ON0436  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 ON0436
 ON0436  VERT ORDER      -  FIRST     CLASS I
 ON0436
 ON0436.The horizontal coordinates were scaled from a map and have
 ON0436.an estimated accuracy of +/- 6 seconds.
 ON0436
 ON0436.The orthometric height was determined by differential leveling and
 ON0436.adjusted by the NATIONAL GEODETIC SURVEY
 ON0436.in June 1991.
 ON0436
 ON0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0436.GEOID18 height accuracy estimate available here.
 ON0436
 ON0436.Click photographs - Photos may exist for this station.
 ON0436
 ON0436.The dynamic height is computed by dividing the NAVD 88
 ON0436.geopotential number by the normal gravity value computed on the
 ON0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0436.degrees latitude (g = 980.6199 gals.).
 ON0436
 ON0436.The modeled gravity was interpolated from observed gravity values.
 ON0436
 ON0436;                    North         East    Units  Estimated Accuracy
 ON0436;SPC WI S     -   166,640.      501,730.      MT  (+/- 180 meters Scaled)
 ON0436
 ON0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ443171(NAD 83)
 ON0436
 ON0436                          SUPERSEDED SURVEY CONTROL
 ON0436
 ON0436  NGVD 29 (??/??/92)  195.760  (m)          642.26   (f) ADJ UNCH    1 1
 ON0436
 ON0436.Superseded values are not recommended for survey control.
 ON0436
 ON0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0436.See file dsdata.pdf to determine how the superseded data were derived.
 ON0436
 ON0436_MARKER: P = PIPE CAP
 ON0436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0436_MARK LOGO: MRC
 ON0436_MAGNETIC: P = MARKER IS A STEEL PIPE
 ON0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0436
 ON0436  HISTORY     - Date     Condition        Report By
 ON0436  HISTORY     - UNK      MONUMENTED       MRC
 ON0436  HISTORY     - 1970     GOOD             NGS
 ON0436
 ON0436                          STATION DESCRIPTION
 ON0436
 ON0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0436'1 MI N FROM VICTORY.
 ON0436'ABOUT 0.95 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0436'FROM THE JUNCTION OF STATE HIGHWAY 35 AND COUNTY ROAD UU AT
 ON0436'VICTORY, 0.25 MILE NORTH OF MILEPOST 275, 32 FEET WEST OF THE
 ON0436'WEST RAIL OF THE WEST TRACK, 101 FEET SOUTHWEST AND ACROSS THE
 ON0436'TRACKS FROM A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, 1.0
 ON0436'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 ON0436'OF THE TRACK, ABOUT 40 FEET BELOW THE LEVEL OF STATE HIGHWAY
 ON0436'35, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE TOP OF A
 ON0436'4-INCH IRON PIPE WHICH PROJECTS 24 INCHES.  NOTE-- THIS MARK IS
 ON0436'NOT STAMPED 209 AS ORIGINALLY DESCRIBED.  THIS MARK IS PROBABLY
 ON0436'A NEW PIPE AND CAP AT THE OLD LOCATION.  THIS MARK IS CAP FOR
 ON0436'PBM 206.  SECTION 21, T 12N, R 7W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9952 ***********************************************************************
 AF9952  DESIGNATION -  206 MARENGO DUMP GPS
 AF9952  PID         -  AF9952
 AF9952  STATE/COUNTY-  WI/ASHLAND
 AF9952  COUNTRY     -  US
 AF9952  USGS QUAD   -  SANBORN (2018)
 AF9952
 AF9952                         *CURRENT SURVEY CONTROL
 AF9952  ______________________________________________________________________
 AF9952* NAD 83(2011) POSITION- 46 22 49.85789(N) 090 54 10.06843(W)   ADJUSTED
 AF9952* NAD 83(2011) ELLIP HT-   305.082 (meters)        (06/27/12)   ADJUSTED
 AF9952* NAD 83(2011) EPOCH   -  2010.00
 AF9952* NAVD 88 ORTHO HEIGHT -   335.7   (meters)     1101.    (feet) GPS OBS
 AF9952  ______________________________________________________________________
 AF9952  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9952  GEOID HEIGHT    -        -30.513 (meters)                     GEOID96
 AF9952  GEOID HEIGHT    -        -30.601 (meters)                     GEOID18
 AF9952  NAD 83(2011) X  -    -69,453.120 (meters)                     COMP
 AF9952  NAD 83(2011) Y  - -4,407,460.643 (meters)                     COMP
 AF9952  NAD 83(2011) Z  -  4,594,748.616 (meters)                     COMP
 AF9952  LAPLACE CORR    -         -6.04  (seconds)                    DEFLEC18
 AF9952
 AF9952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9952  Standards:
 AF9952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9952  -------------------------------------------------------------------
 AF9952  NETWORK    0.72   2.49           0.33   0.24   1.27     -0.04860606
 AF9952  -------------------------------------------------------------------
 AF9952  Click here for local accuracies and other accuracy information.
 AF9952
 AF9952.The horizontal coordinates were established by GPS observations
 AF9952.and adjusted by the National Geodetic Survey in June 2012.
 AF9952
 AF9952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9952.been affixed to the stable North American tectonic plate. See 
 AF9952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9952
 AF9952.The horizontal coordinates are valid at the epoch date displayed above
 AF9952.which is a decimal equivalence of Year/Month/Day.
 AF9952
 AF9952.The orthometric height was determined by GPS observations and a
 AF9952.high-resolution geoid model.
 AF9952
 AF9952.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9952.GEOID18 height accuracy estimate available here.
 AF9952
 AF9952.Click photographs - Photos may exist for this station.
 AF9952
 AF9952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9952
 AF9952.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9952
 AF9952.The ellipsoidal height was determined by GPS observations
 AF9952.and is referenced to NAD 83.
 AF9952
 AF9952. The following values were computed from the NAD 83(2011) position.
 AF9952
 AF9952;                    North         East     Units Scale Factor Converg.
 AF9952;SPC WI N     -   135,308.583   530,552.136   MT  0.99995223   -0 39 04.5
 AF9952;SPC WI N     -   443,924.91  1,740,653.13   sFT  0.99995223   -0 39 04.5
 AF9952;UTM  15      - 5,138,464.052   661,272.830   MT  0.99991972   +1 31 06.9
 AF9952
 AF9952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9952!SPC WI N     -   0.99995218  x   0.99995223  =   0.99990441
 AF9952!UTM  15      -   0.99995218  x   0.99991972  =   0.99987190
 AF9952
 AF9952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6127238464(NAD 83)
 AF9952
 AF9952                          SUPERSEDED SURVEY CONTROL
 AF9952
 AF9952  NAD 83(2007)-  46 22 49.85799(N)    090 54 10.06917(W) AD(2002.00) 0
 AF9952  ELLIP H (02/10/07)  305.110  (m)                       GP(2002.00)    
 AF9952  NAD 83(1997)-  46 22 49.85810(N)    090 54 10.06977(W) AD(       ) 1
 AF9952  ELLIP H (12/26/02)  305.135  (m)                       GP(       ) 3 2
 AF9952  NAD 83(1991)-  46 22 49.85799(N)    090 54 10.06823(W) AD(       ) 1
 AF9952  ELLIP H (04/30/98)  305.132  (m)                       GP(       ) 3 2
 AF9952
 AF9952.Superseded values are not recommended for survey control.
 AF9952
 AF9952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9952.See file dsdata.pdf to determine how the superseded data were derived.
 AF9952
 AF9952_MARKER: DD = SURVEY DISK
 AF9952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9952_STAMPING: 206 MARENGO DUMP
 AF9952_MARK LOGO: WI-003
 AF9952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9952+STABILITY: SURFACE MOTION
 AF9952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9952+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9952
 AF9952  HISTORY     - Date     Condition        Report By
 AF9952  HISTORY     - 1996     MONUMENTED       WI-003
 AF9952
 AF9952                          STATION DESCRIPTION
 AF9952
 AF9952'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AF9952'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) SOUTH OF THE CITY OF
 AF9952'ASHLAND, ASHLAND COUNTY, WISCONSIN AND 6.5 KM (4.05 MI) SOUTH OF THE
 AF9952'UNINCORPORATED VILLAGE OF SANBORN, ASHLAND COUNTY, WISCONSIN ON
 AF9952'PROPOERTY OWNED BY THE TOWNSHIP OF MARENGO, IN THE SE 1/4 OF THE NE
 AF9952'1/4 OF SECTION 18, T.45N., R.4W., IN THE TOWN OF MARENGO, ASHLAND
 AF9952'COUNTY, WISCONSIN.  TO REACH THE SITE FROM THE INTERSECTION OF COUNTY
 AF9952'TRUNK HIGHWAYS C AND E WHICH IS 1 KM (0.60 MI) SOUTH OF OF THE
 AF9952'UNINCORPORATED VILLAGE OF SANBORN, ASHLAND COUNTY, WISCONSIN, GO SOUTH
 AF9952'ON COUNTY TRUNK HIGHWAY C, 4.7 KM (2.90 MI) TO FENNY ROAD. THEN GO
 AF9952'WEST ON FENNY ROAD 0.80 KM (0.50 MI) TO LONG LAKE ROAD.  THEN GO SOUTH
 AF9952'ON LONG LAKE ROAD 0.5 KM (0.30 MI) TO THE STATION.  THE STATION IS 10
 AF9952'M (32.8 FT) WEST OF THE CENTERLINE OF LONG LAKE ROAD. THE STATION IS A
 AF9952'8.89 CM (3.5 IN) ALUMINUM CAP STAMPED---206 MARENGO DUMP---SET INTO
 AF9952'THE TOP OF A ROUND CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER
 AF9952'LOCATED FLUSH WITH THE GROUND.  STATION IS 1 M (3.3 FT) SOUTH OF A
 AF9952'STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY GPS SURVEY
 AF9952'MARKER) .  THE STATION IS AT THE SITE OF A CLOSED LAND FILL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0628 ***********************************************************************
 PN0628  DESIGNATION -  2060
 PN0628  PID         -  PN0628
 PN0628  STATE/COUNTY-  WI/BROWN
 PN0628  COUNTRY     -  US
 PN0628  USGS QUAD   -  DE PERE (2018)
 PN0628
 PN0628                         *CURRENT SURVEY CONTROL
 PN0628  ______________________________________________________________________
 PN0628* NAD 83(1986) POSITION- 44 25 19.2    (N) 088 05 10.5    (W)   HD_HELD2
 PN0628* NAVD 88 ORTHO HEIGHT -   188.050 (meters)      616.96  (feet) ADJUSTED
 PN0628  ______________________________________________________________________
 PN0628  GEOID HEIGHT    -        -36.220 (meters)                     GEOID18
 PN0628  DYNAMIC HEIGHT  -        188.024 (meters)      616.88  (feet) COMP
 PN0628  MODELED GRAVITY -    980,478.8   (mgal)                       NAVD 88
 PN0628
 PN0628  VERT ORDER      -  FIRST     CLASS 0
 PN0628
 PN0628.The horizontal coordinates were established by autonomous hand held GPS
 PN0628.observations and have an estimated accuracy of +/- 10 meters.
 PN0628
 PN0628.The orthometric height was determined by differential leveling and
 PN0628.adjusted by the NATIONAL GEODETIC SURVEY
 PN0628.in June 1991.
 PN0628
 PN0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0628.GEOID18 height accuracy estimate available here.
 PN0628
 PN0628.Click photographs - Photos may exist for this station.
 PN0628
 PN0628.The dynamic height is computed by dividing the NAVD 88
 PN0628.geopotential number by the normal gravity value computed on the
 PN0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0628.degrees latitude (g = 980.6199 gals.).
 PN0628
 PN0628.The modeled gravity was interpolated from observed gravity values.
 PN0628
 PN0628;                    North         East    Units  Estimated Accuracy
 PN0628;SPC WI C     -    67,207.      752,384.      MT  (+/- 10 meters HH2 GPS)
 PN0628
 PN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1353019318(NAD 83)
 PN0628
 PN0628                          SUPERSEDED SURVEY CONTROL
 PN0628
 PN0628.No superseded survey control is available for this station.
 PN0628
 PN0628_MARKER: I = METAL ROD
 PN0628_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0628_PROJECTION: RECESSED 3 CENTIMETERS
 PN0628_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0628+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 PN0628_ROD/PIPE-DEPTH: 3.05 meters
 PN0628
 PN0628  HISTORY     - Date     Condition        Report By
 PN0628  HISTORY     - 1962     MONUMENTED       USLS
 PN0628  HISTORY     - 1974     GOOD             NOS
 PN0628  HISTORY     - 19940512 GOOD             WI-009
 PN0628  HISTORY     - 20030607 GOOD             USPSQD
 PN0628  HISTORY     - 20050423 GOOD             USPSQD
 PN0628  HISTORY     - 20050809 MARK NOT FOUND   WIDT
 PN0628
 PN0628                          STATION DESCRIPTION
 PN0628
 PN0628'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0628'1.3 MI SW FROM DEPERE.
 PN0628'IN DEPERE, 1.3 MILES (UPRIVER) FROM INTERSECTION OF THIRD AND FOURTH
 PN0628'STREETS IN DEPERE, ON WESTERLY SIDE OF THE RIVER, ON PROPERTY AT
 PN0628'2060 THIRD ST., (WHICH IS ALSO COUNTY HIGHWAY D), 100.4 FT. NORTHEAST
 PN0628'OF SOUTHEAST CORNER AND 81.7 FT. EAST OF NORTHEAST CORNER OF THE
 PN0628'HOUSE, 48.0 FT. WEST OF CENTERLINE OF THE STREET, 2.2 FT. SOUTHERLY OF
 PN0628'U.P. NO. 123AA13, ABOUT 1/4 FT. BELOW THE GROUND SURFACE, A 1 INCH
 PN0628'DIAMETER IRON ROD 10 FT. LONG.
 PN0628
 PN0628                          STATION RECOVERY (1994)
 PN0628
 PN0628'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0628'MARK MAY HAVE A SLIGHT LEAN WESTERLY.
 PN0628
 PN0628                          STATION RECOVERY (2003)
 PN0628
 PN0628'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0628'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 15 FEET WEST OF THE
 PN0628'WESTERN EDGE OF A CONCRETE SIDEWALK, 4 INCHES UNDERGROUND.
 PN0628
 PN0628                          STATION RECOVERY (2005)
 PN0628
 PN0628'RECOVERY NOTE BY US POWER SQUADRON 2005 (DB)
 PN0628'RECOVERED IN GOOD CONDITION.
 PN0628
 PN0628                          STATION RECOVERY (2005)
 PN0628
 PN0628'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0628'NOT FOUND.  ADD--TAPED REFERENCE DISTANCES, AND DUG MULTIPLE HOLES IN
 PN0628'HARD CLAY WITHOUT RECOVERING ANY EVIDENCE OF THE MONUMENT.  THE AREA
 PN0628'IS NOT DISTURBED FROM CONSTRUCTION ACTIVITIES, SO IT IS POSSIBLE THAT
 PN0628'THE MONUMENT IS STILL PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9961 ***********************************************************************
 AF9961  DESIGNATION -  207 COSY VALLEY GPS
 AF9961  PID         -  AF9961
 AF9961  STATE/COUNTY-  WI/ASHLAND
 AF9961  COUNTRY     -  US
 AF9961  USGS QUAD   -  GURNEY (2018)
 AF9961
 AF9961                         *CURRENT SURVEY CONTROL
 AF9961  ______________________________________________________________________
 AF9961* NAD 83(2011) POSITION- 46 24 32.25637(N) 090 34 10.18777(W)   ADJUSTED
 AF9961* NAD 83(2011) ELLIP HT-   326.113 (meters)        (06/27/12)   ADJUSTED
 AF9961* NAD 83(2011) EPOCH   -  2010.00
 AF9961* NAVD 88 ORTHO HEIGHT -   356.9   (meters)     1171.    (feet) GPS OBS
 AF9961  ______________________________________________________________________
 AF9961  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9961  GEOID HEIGHT    -        -30.739 (meters)                     GEOID96
 AF9961  GEOID HEIGHT    -        -30.804 (meters)                     GEOID18
 AF9961  NAD 83(2011) X  -    -43,790.459 (meters)                     COMP
 AF9961  NAD 83(2011) Y  - -4,405,515.099 (meters)                     COMP
 AF9961  NAD 83(2011) Z  -  4,596,944.609 (meters)                     COMP
 AF9961  LAPLACE CORR    -          5.14  (seconds)                    DEFLEC18
 AF9961
 AF9961  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9961  Standards:
 AF9961         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9961            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9961  -------------------------------------------------------------------
 AF9961  NETWORK    0.72   2.43           0.33   0.24   1.24     -0.03304502
 AF9961  -------------------------------------------------------------------
 AF9961  Click here for local accuracies and other accuracy information.
 AF9961
 AF9961.The horizontal coordinates were established by GPS observations
 AF9961.and adjusted by the National Geodetic Survey in June 2012.
 AF9961
 AF9961.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9961.been affixed to the stable North American tectonic plate. See 
 AF9961.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9961
 AF9961.The horizontal coordinates are valid at the epoch date displayed above
 AF9961.which is a decimal equivalence of Year/Month/Day.
 AF9961
 AF9961.The orthometric height was determined by GPS observations and a
 AF9961.high-resolution geoid model.
 AF9961
 AF9961.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9961.GEOID18 height accuracy estimate available here.
 AF9961
 AF9961.Click photographs - Photos may exist for this station.
 AF9961
 AF9961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9961
 AF9961.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9961
 AF9961.The ellipsoidal height was determined by GPS observations
 AF9961.and is referenced to NAD 83.
 AF9961
 AF9961. The following values were computed from the NAD 83(2011) position.
 AF9961
 AF9961;                    North         East     Units Scale Factor Converg.
 AF9961;SPC WI N     -   138,232.530   556,213.436   MT  0.99995419   -0 24 38.9
 AF9961;SPC WI N     -   453,517.89  1,824,843.58   sFT  0.99995419   -0 24 38.9
 AF9961;UTM  15      - 5,142,357.961   686,805.469   MT  1.00002897   +1 45 39.1
 AF9961
 AF9961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9961!SPC WI N     -   0.99994888  x   0.99995419  =   0.99990307
 AF9961!UTM  15      -   0.99994888  x   1.00002897  =   0.99997785
 AF9961
 AF9961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8680542357(NAD 83)
 AF9961
 AF9961                          SUPERSEDED SURVEY CONTROL
 AF9961
 AF9961  NAD 83(2007)-  46 24 32.25646(N)    090 34 10.18851(W) AD(2002.00) 0
 AF9961  ELLIP H (02/10/07)  326.144  (m)                       GP(2002.00)    
 AF9961  NAD 83(1997)-  46 24 32.25659(N)    090 34 10.18912(W) AD(       ) 1
 AF9961  ELLIP H (12/26/02)  326.152  (m)                       GP(       ) 3 2
 AF9961  NAD 83(1991)-  46 24 32.25647(N)    090 34 10.18756(W) AD(       ) 1
 AF9961  ELLIP H (04/30/98)  326.150  (m)                       GP(       ) 3 2
 AF9961
 AF9961.Superseded values are not recommended for survey control.
 AF9961
 AF9961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9961.See file dsdata.pdf to determine how the superseded data were derived.
 AF9961
 AF9961_MARKER: DD = SURVEY DISK
 AF9961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9961_STAMPING: 207 COSY VALLY
 AF9961_MARK LOGO: WI-003
 AF9961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9961+STABILITY: SURFACE MOTION
 AF9961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9961+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9961
 AF9961  HISTORY     - Date     Condition        Report By
 AF9961  HISTORY     - 1996     MONUMENTED       WI-003
 AF9961
 AF9961                          STATION DESCRIPTION
 AF9961
 AF9961'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (BM)
 AF9961'THE STATION IS LOCATED ABOUT 36.8 KM (22.85 MI) SOUTHEAST OF THE CITY
 AF9961'OF ASHLAND, WISCONSIN IN THE RIGHT-OF-WAY OF STATE TRUNK HIGHWAY 169
 AF9961'ON LAND OWNED BY THE STATE OF WISCONSIN IN THE SW 1/4 OF THE NW 1/4 OF
 AF9961'SECTION 1, T.45N., R.2W., IN THE TOWN OF MORSE, ASHLAND COUNTY,
 AF9961'WISCONSIN.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AF9961'2 AND STATE TRUNK HIGHWAY 13 IN THE CITY OF ASHLAND, WISCONSIN, GO
 AF9961'EAST ON U.S.  HIGHWAY 2, 34 KM (21.10 MI) TO STATE TRUNK HIGHWAY 169.
 AF9961'THEN GO SOUTH ALONG HIGHWAY 169, 14.7 KM (9.15 MI) TO THE STATION.
 AF9961'THE STATION IS 0.4 KM (0.25 MI) NORTH OF THE BRIDGE OVER TYLER FORKS
 AF9961'RIVER.  THE STATION IS 9.14 M (29.99 FT) EAST OF THE CENTERLINE OF
 AF9961'HIGWAY 169.  THE STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP
 AF9961'STAMPED---207 COSY VALLY---SET INTO THE TOP OF A ROUND CONCRETE
 AF9961'MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AF9961'STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST BEARING THE SIGN
 AF9961'(PLEASE PROTECT NEARBY GPS SURVEY MARKER) .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9972 ***********************************************************************
 AF9972  DESIGNATION -  209 STOCK FARM ROAD GPS
 AF9972  PID         -  AF9972
 AF9972  STATE/COUNTY-  WI/ASHLAND
 AF9972  COUNTRY     -  US
 AF9972  USGS QUAD   -  CLAM LAKE SE (2018)
 AF9972
 AF9972                         *CURRENT SURVEY CONTROL
 AF9972  ______________________________________________________________________
 AF9972* NAD 83(2011) POSITION- 46 02 14.27605(N) 090 51 05.38188(W)   ADJUSTED
 AF9972* NAD 83(2011) ELLIP HT-   416.659 (meters)        (06/27/12)   ADJUSTED
 AF9972* NAD 83(2011) EPOCH   -  2010.00
 AF9972* NAVD 88 ORTHO HEIGHT -   446.8   (meters)     1466.    (feet) GPS OBS
 AF9972  ______________________________________________________________________
 AF9972  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9972  GEOID HEIGHT    -        -30.075 (meters)                     GEOID96
 AF9972  GEOID HEIGHT    -        -30.179 (meters)                     GEOID18
 AF9972  NAD 83(2011) X  -    -65,917.147 (meters)                     COMP
 AF9972  NAD 83(2011) Y  - -4,435,136.325 (meters)                     COMP
 AF9972  NAD 83(2011) Z  -  4,568,426.417 (meters)                     COMP
 AF9972  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 AF9972
 AF9972  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9972  Standards:
 AF9972         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9972            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9972  -------------------------------------------------------------------
 AF9972  NETWORK    0.63   2.12           0.29   0.21   1.08     -0.02549886
 AF9972  -------------------------------------------------------------------
 AF9972  Click here for local accuracies and other accuracy information.
 AF9972
 AF9972.The horizontal coordinates were established by GPS observations
 AF9972.and adjusted by the National Geodetic Survey in June 2012.
 AF9972
 AF9972.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9972.been affixed to the stable North American tectonic plate. See 
 AF9972.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9972
 AF9972.The horizontal coordinates are valid at the epoch date displayed above
 AF9972.which is a decimal equivalence of Year/Month/Day.
 AF9972
 AF9972.The orthometric height was determined by GPS observations and a
 AF9972.high-resolution geoid model.
 AF9972
 AF9972.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9972.GEOID18 height accuracy estimate available here.
 AF9972
 AF9972.Click photographs - Photos may exist for this station.
 AF9972
 AF9972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9972
 AF9972.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9972
 AF9972.The ellipsoidal height was determined by GPS observations
 AF9972.and is referenced to NAD 83.
 AF9972
 AF9972. The following values were computed from the NAD 83(2011) position.
 AF9972
 AF9972;                    North         East     Units Scale Factor Converg.
 AF9972;SPC WI N     -    97,118.769   534,089.420   MT  0.99994793   -0 36 51.3
 AF9972;SPC WI N     -   318,630.49  1,752,258.37   sFT  0.99994793   -0 36 51.3
 AF9972;UTM  15      - 5,100,435.832   666,250.537   MT  0.99993979   +1 32 48.6
 AF9972
 AF9972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9972!SPC WI N     -   0.99993469  x   0.99994793  =   0.99988262
 AF9972!UTM  15      -   0.99993469  x   0.99993979  =   0.99987448
 AF9972
 AF9972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6625000435(NAD 83)
 AF9972
 AF9972                          SUPERSEDED SURVEY CONTROL
 AF9972
 AF9972  NAD 83(2007)-  46 02 14.27615(N)    090 51 05.38260(W) AD(2002.00) 0
 AF9972  ELLIP H (02/10/07)  416.687  (m)                       GP(2002.00)    
 AF9972  NAD 83(1997)-  46 02 14.27624(N)    090 51 05.38318(W) AD(       ) 1
 AF9972  ELLIP H (12/26/02)  416.706  (m)                       GP(       ) 3 2
 AF9972  NAD 83(1991)-  46 02 14.27595(N)    090 51 05.38212(W) AD(       ) 1
 AF9972  ELLIP H (04/30/98)  416.713  (m)                       GP(       ) 3 2
 AF9972
 AF9972.Superseded values are not recommended for survey control.
 AF9972
 AF9972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9972.See file dsdata.pdf to determine how the superseded data were derived.
 AF9972
 AF9972_MARKER: DD = SURVEY DISK
 AF9972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9972_STAMPING: 209 STOCKFARM
 AF9972_MARK LOGO: WI-003
 AF9972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9972+STABILITY: SURFACE MOTION
 AF9972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9972+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 AF9972
 AF9972  HISTORY     - Date     Condition        Report By
 AF9972  HISTORY     - 1996     MONUMENTED       WI-003
 AF9972  HISTORY     - 20061103 GOOD             USPSQD
 AF9972
 AF9972                          STATION DESCRIPTION
 AF9972
 AF9972'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AF9972'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTH OF THE
 AF9972'UNINCORPORATED VILLAGE OF CLAM LAKE, ASHLAND COUNTY, WISCONSIN NEAR
 AF9972'THE INTERSECTION OF COUNTY HIGHWAY GG AND STOCK FARM BRIDGE FOREST
 AF9972'ROAD ON LAND OWNED BY ASHLAND COUNTY NEAR THE CN 1/16 CORNER OF
 AF9972'SECTION 15, T.41N., R.4W., IN THE TOWN OF CHIPPEWA, ASHLAND COUNTY,
 AF9972'WISCONSIN.  TO REACH THE STATION FROM THE INTERSECTION OF STATE TRUNK
 AF9972'HIGHWAY 77 AND COUNTY TRUNK HIGHWAY GG IN THE UNINCORPORATED VILLAGE
 AF9972'OF CLAM LAKE, GO SOUTH ON COUNTY HIGHWAY GG 14.5 KM (9.00 MI) TO THE
 AF9972'INTERSECTION OF HIGHWAY GG AND STOCK BRIDGE FARM ROAD AND THE STATION.
 AF9972'THE STATION IS 2 M (6.6 FT) WEST OF THE WEST EDGE OF THE BLACKTOP OF
 AF9972'HIGHWAY GG AND ON THE EXTENSION OF THE CENTERLINE OF STOCK FARM BRIDGE
 AF9972'ROAD.  THE STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP STAMPED---209
 AF9972'STOCKFARM---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.48 CM (12
 AF9972'IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.  STATION IS 1 M (3.3
 AF9972'FT) EAST OF A STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY
 AF9972'GPS SURVEY MARKER)
 AF9972
 AF9972                          STATION RECOVERY (2006)
 AF9972
 AF9972'RECOVERY NOTE BY US POWER SQUADRON 2006
 AF9972'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 AF9972'STATION ARE TREES IN ALL QUADRANTS EXTENDING TO 35 DEGREES ABOVE THE
 AF9972'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5412 ***********************************************************************
 DH5412  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5412  DESIGNATION -  21 173W
 DH5412  PID         -  DH5412
 DH5412  STATE/COUNTY-  WI/MONROE
 DH5412  COUNTRY     -  US
 DH5412  USGS QUAD   -  CITY ROCK (2018)
 DH5412
 DH5412                         *CURRENT SURVEY CONTROL
 DH5412  ______________________________________________________________________
 DH5412* NAD 83(2011) POSITION- 43 56 32.72045(N) 090 44 48.88737(W)   ADJUSTED
 DH5412* NAD 83(2011) ELLIP HT-   228.563 (meters)        (06/27/12)   ADJUSTED
 DH5412* NAD 83(2011) EPOCH   -  2010.00
 DH5412* NAVD 88 ORTHO HEIGHT -   261.88  (meters)      859.2   (feet) GPS OBS
 DH5412  ______________________________________________________________________
 DH5412  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5412  GEOID HEIGHT    -        -33.316 (meters)                     GEOID12A
 DH5412  GEOID HEIGHT    -        -33.314 (meters)                     GEOID18
 DH5412  NAD 83(2011) X  -    -59,965.412 (meters)                     COMP
 DH5412  NAD 83(2011) Y  - -4,599,691.865 (meters)                     COMP
 DH5412  NAD 83(2011) Z  -  4,403,645.976 (meters)                     COMP
 DH5412  LAPLACE CORR    -         -6.54  (seconds)                    DEFLEC18
 DH5412
 DH5412  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5412  Standards:
 DH5412         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5412            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5412  -------------------------------------------------------------------
 DH5412  NETWORK    0.26   0.41           0.11   0.10   0.21     -0.01001098
 DH5412  -------------------------------------------------------------------
 DH5412  Click here for local accuracies and other accuracy information.
 DH5412
 DH5412.The horizontal coordinates were established by GPS observations
 DH5412.and adjusted by the National Geodetic Survey in June 2012.
 DH5412
 DH5412.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5412.been affixed to the stable North American tectonic plate. See 
 DH5412.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5412
 DH5412.The horizontal coordinates are valid at the epoch date displayed above
 DH5412.which is a decimal equivalence of Year/Month/Day.
 DH5412
 DH5412.The orthometric height was determined by GPS observations and a
 DH5412.high-resolution geoid model using precise GPS observation and
 DH5412.processing techniques.
 DH5412
 DH5412.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5412.GEOID18 height accuracy estimate available here.
 DH5412
 DH5412.Click photographs - Photos may exist for this station.
 DH5412
 DH5412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5412
 DH5412.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5412
 DH5412.The ellipsoidal height was determined by GPS observations
 DH5412.and is referenced to NAD 83.
 DH5412
 DH5412. The following values were computed from the NAD 83(2011) position.
 DH5412
 DH5412;                    North         East     Units Scale Factor Converg.
 DH5412;SPC WI S     -   216,058.200   540,037.208   MT  0.99997713   -0 30 47.5
 DH5412;SPC WI S     -   708,850.94  1,771,772.07   sFT  0.99997713   -0 30 47.5
 DH5412;UTM  15      - 4,867,945.564   680,815.626   MT  1.00000213   +1 33 50.1
 DH5412
 DH5412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5412!SPC WI S     -   0.99996416  x   0.99997713  =   0.99994129
 DH5412!UTM  15      -   0.99996416  x   1.00000213  =   0.99996629
 DH5412
 DH5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8081567945(NAD 83)
 DH5412
 DH5412                          SUPERSEDED SURVEY CONTROL
 DH5412
 DH5412  NAD 83(2007)-  43 56 32.72042(N)    090 44 48.88815(W) AD(2002.00) 0
 DH5412  ELLIP H (02/10/07)  228.594  (m)                       GP(2002.00)    
 DH5412  NAD 83(1997)-  43 56 32.72040(N)    090 44 48.88865(W) AD(       ) 1
 DH5412  ELLIP H (08/01/05)  228.587  (m)                       GP(       ) 2 1
 DH5412  NAVD 88 (07/26/07)  261.86   (m)  GEOID03  model used  GPS OBS        
 DH5412
 DH5412.Superseded values are not recommended for survey control.
 DH5412
 DH5412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5412.See file dsdata.pdf to determine how the superseded data were derived.
 DH5412
 DH5412_MARKER: DD = SURVEY DISK
 DH5412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5412_STAMPING: 21-173W 1996
 DH5412_MARK LOGO: WI-081
 DH5412_PROJECTION: FLUSH
 DH5412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5412+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DH5412
 DH5412  HISTORY     - Date     Condition        Report By
 DH5412  HISTORY     - 1996     MONUMENTED       WI-081
 DH5412  HISTORY     - 20030227 GOOD             WIDT
 DH5412  HISTORY     - 20061003 GOOD             WIDT
 DH5412  HISTORY     - 20100908 GOOD             WIDT
 DH5412  HISTORY     - 20130223 GOOD             WATER
 DH5412  HISTORY     - 20150527 GOOD             NGS
 DH5412  HISTORY     - 20180709 GOOD             WIDT
 DH5412
 DH5412                          STATION DESCRIPTION
 DH5412
 DH5412'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5412'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5412'STATION FROM THE  JUNCTION OF INTERSTATE 90 WITH STATE HIGHWAY 16
 DH5412'ABOUT 2.5 MI EAST OF THE CITY OF SPARTA,  GO EAST ON STATE HIGHWAY 16
 DH5412'FOR 0.9 MI TO THE STATION ON THE RIGHT.  ---NOTE---THE STATION  IS
 DH5412'LOCATED AT FIRING RANGE 101 IN FORT MCCOY.  THE STATION IS A BRONZE
 DH5412'MONROE COUNTY  GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM
 DH5412'DIAMETER CONCRETE POST ABOUT 1  M ABOVE THE HIGHWAY PAVEMENT.  THE
 DH5412'STATION IS 14.0M SOUTH OF THE CENTERLINE OF STATE  HIGHWAY 16, 11.0 M
 DH5412'NORTH OF A FENCE, 1.0 M NORTH, SOUTHEAST, AND SOUTHWEST OF THREE
 DH5412'ORANGE 4X4 PLASTIC WITNESS POSTS.   ---NOTE2---THIS STATION HAS NO
 DH5412'VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5412'HORIZON.
 DH5412
 DH5412                          STATION RECOVERY (2006)
 DH5412
 DH5412'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH5412'RECOVERED IN GOOD CONDITION.
 DH5412
 DH5412                          STATION RECOVERY (2010)
 DH5412
 DH5412'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5412'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 26.5 M WEST OF A
 DH5412'PIPE CULVERT.
 DH5412
 DH5412                          STATION RECOVERY (2013)
 DH5412
 DH5412'RECOVERY NOTE BY WATERSHED SCIENCES 2013 (JD)
 DH5412'MONUMENT FACE WAS FOUND TO BE DAMAGED SLIGHTLY, BUT STILL READABLE.
 DH5412
 DH5412                          STATION RECOVERY (2015)
 DH5412
 DH5412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JTE)
 DH5412'IN MAY 2015, A LOCAL ENGINEERING COMPANY REPORTED TO THE NATIONAL
 DH5412'GEODETIC SURVEY ADVISOR THAT THIS MONUMENT'S ORTHOMETRIC HEIGHT WAS 15
 DH5412'CM (6 INCHES) FROM THE PUBLISHED DATASHEET VALUE.  ADVISOR TRAVELED TO
 DH5412'THIS MARK ON MAY 27 AND UPON ARRIVING OBSERVED THAT THERE HAD BEEN NO
 DH5412'DAMAGE TO THE DISK SURFACE, AS WAS REPORTED IN 2013 BY WATERSHED
 DH5412'SCIENCE.  ADVISOR COLLECTED GPS OBSERVATIONS ON THE MARK TO VERIFY ITS
 DH5412'CURRENT POSITION.  THE OPUS SOLUTIONS OF THOSE OBSERVATIONS FELL
 DH5412'WITHIN A FEW MILLIMETERS OF THE PUBLISHED VALUES, VERIFYING THAT THE
 DH5412'MARK HAS NOT BEEN DISRUPTED BY ANY NEARBY ACTIVITIES.  THIS MARK IS IN
 DH5412'GOOD CONDITION.
 DH5412
 DH5412                          STATION RECOVERY (2018)
 DH5412
 DH5412'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DH5412'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0432 ***********************************************************************
 ON0432  DESIGNATION -  21 GHC
 ON0432  PID         -  ON0432
 ON0432  STATE/COUNTY-  WI/VERNON
 ON0432  COUNTRY     -  US
 ON0432  USGS QUAD   -  DE SOTO (2018)
 ON0432
 ON0432                         *CURRENT SURVEY CONTROL
 ON0432  ______________________________________________________________________
 ON0432* NAD 83(1986) POSITION- 43 28 16.09   (N) 091 12 56.95   (W)   HD_HELD1
 ON0432* NAVD 88 ORTHO HEIGHT -   200.491 (meters)      657.78  (feet) ADJUSTED
 ON0432  ______________________________________________________________________
 ON0432  GEOID HEIGHT    -        -31.526 (meters)                     GEOID18
 ON0432  DYNAMIC HEIGHT  -        200.452 (meters)      657.65  (feet) COMP
 ON0432  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 ON0432
 ON0432  VERT ORDER      -  SECOND    CLASS I
 ON0432
 ON0432.The horizontal coordinates were determined by differentially corrected
 ON0432.hand held GPS observations or other comparable positioning techniques
 ON0432.and have an estimated accuracy of +/- 3 meters.
 ON0432
 ON0432.The orthometric height was determined by differential leveling and
 ON0432.adjusted by the WI DEPT OF TRANSP
 ON0432.in May 2012.
 ON0432
 ON0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0432.GEOID18 height accuracy estimate available here.
 ON0432
 ON0432.Click photographs - Photos may exist for this station.
 ON0432
 ON0432.The dynamic height is computed by dividing the NAVD 88
 ON0432.geopotential number by the normal gravity value computed on the
 ON0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0432.degrees latitude (g = 980.6199 gals.).
 ON0432
 ON0432.The modeled gravity was interpolated from observed gravity values.
 ON0432
 ON0432;                    North         East    Units  Estimated Accuracy
 ON0432;SPC WI S     -   164,146.5     501,631.8     MT  (+/- 3 meters HH1 GPS) 
 ON0432
 ON0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4431014681(NAD 83)
 ON0432
 ON0432                          SUPERSEDED SURVEY CONTROL
 ON0432
 ON0432  NAVD 88 (04/20/07)  200.497  (m)          657.80   (f) SUPERSEDED  2 1
 ON0432  NAVD 88 (06/15/91)  200.497  (m)          657.80   (f) SUPERSEDED  1 1
 ON0432  NGVD 29 (??/??/92)  200.537  (m)          657.93   (f) ADJ UNCH    1 1
 ON0432
 ON0432.Superseded values are not recommended for survey control.
 ON0432
 ON0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0432.See file dsdata.pdf to determine how the superseded data were derived.
 ON0432
 ON0432_MARKER: DD = SURVEY DISK
 ON0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0432_STAMPING: 658 21 GHC 1965
 ON0432_MARK LOGO: USGS
 ON0432_PROJECTION: PROJECTING 15 CENTIMETERS
 ON0432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0432+STABILITY: SURFACE MOTION
 ON0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0432+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2012
 ON0432
 ON0432  HISTORY     - Date     Condition        Report By
 ON0432  HISTORY     - 1965     MONUMENTED       USGS
 ON0432  HISTORY     - 1970     GOOD             NGS
 ON0432  HISTORY     - 20040412 GOOD             WIDT
 ON0432  HISTORY     - 20100802 GOOD             WIDT
 ON0432  HISTORY     - 20121002 GOOD             AE
 ON0432
 ON0432                          STATION DESCRIPTION
 ON0432
 ON0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0432'0.9 MI S FROM VICTORY.
 ON0432'ABOUT 0.9 MILE SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0432'FROM THE JUNCTION OF STATE HIGHWAY 35 AND COUNTY ROAD UU AT
 ON0432'VICTORY, 4 TELEPHONE POLES NORTH OF A CROSSING OF THE RAILROAD AND
 ON0432'A PRIVATE ROAD, 43 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 ON0432'70 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 35, 72 FEET
 ON0432'NORTHWEST OF THE NORTH END OF A 35-FOOT OPENING IN A METAL
 ON0432'GUARDRAIL, 10 FEET EAST OF A TELEPHONE POLE, 1.4 FEET NORTH OF
 ON0432'A METAL WITNESS POST, ABOUT 20 FEET ABOVE THE LEVEL OF THE TRACK,
 ON0432'ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 ON0432'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.  SECTION 33,
 ON0432'T 12N, R 7W.
 ON0432
 ON0432                          STATION RECOVERY (2004)
 ON0432
 ON0432'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0432'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0432'STATION FROM THE NORTH JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY
 ON0432'82 IN THE VILLAGE OF DE SOTO, GO NORTH ON STATE HIGHWAY 35 FOR 2.6 MI
 ON0432'(4.18 KM) TO BATTLE HOLLOW ROAD ON THE RIGHT, CONTINUE NORHT ON STATE
 ON0432'HIGHWAY 35 FOR 0.8 MI (1.29 KM) TO GANTENBEIN ROAD AND THE STATION ON
 ON0432'THE LEFT.  THE STATION IS AN ALUMINUM US GEOLOGICAL SURVEY SURVEY DISK
 ON0432'SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST ABOUT 2 M (6.6 FT)
 ON0432'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 21.3 M (69.9 FT) WEST OF
 ON0432'THE CENTERLINE OF STATE HIGHWAY 35, 24.0 M (78.7 FT) NORTH OF THE
 ON0432'CENTERLINE OF THE ENTRANCE TO GANTENBEIN ROAD, 20.1 M (65.9 FT)
 ON0432'NORTHWEST OF METAL SIGN POST --GANTENHEIN ROAD--, 16.0 M (52.5 FT)
 ON0432'WEST OF A METAL GUARD RAIL, 10.3 M (33.8 FT) WEST-NORTHWEST OF AN
 ON0432'ORANGE FIBERGLASS --WARNING FIBER UNDERGROUND FIBER OPTICS-- POST AND
 ON0432'0.5 M (1.6 FT) NORTHWEST OF A STEEL WITNESS POST.  ---NOTE---THIS
 ON0432'STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE TO OBSTRUCTIONS IN ALL
 ON0432'QUADRANTS EXTENDING HIGHER THAN 45 DEGREES ABOVE THE HORIZON.
 ON0432
 ON0432                          STATION RECOVERY (2010)
 ON0432
 ON0432'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0432'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M SOUTH OF A
 ON0432'WHITE PLASTIC WITNESS POST AND 0.5 M NORTH OF A STEEL WITNESS POST.
 ON0432
 ON0432                          STATION RECOVERY (2012)
 ON0432
 ON0432'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2012
 ON0432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5190 ***********************************************************************
 DK5190  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5190  DESIGNATION -  21 PIGEON SW GPS
 DK5190  PID         -  DK5190
 DK5190  STATE/COUNTY-  WI/TREMPEALEAU
 DK5190  COUNTRY     -  US
 DK5190  USGS QUAD   -  WHITEHALL (2018)
 DK5190
 DK5190                         *CURRENT SURVEY CONTROL
 DK5190  ______________________________________________________________________
 DK5190* NAD 83(2011) POSITION- 44 21 47.74633(N) 091 16 12.85835(W)   ADJUSTED
 DK5190* NAD 83(2011) ELLIP HT-   231.084 (meters)        (06/27/12)   ADJUSTED
 DK5190* NAD 83(2011) EPOCH   -  2010.00
 DK5190* NAVD 88 ORTHO HEIGHT -   262.54  (meters)      861.4   (feet) GPS OBS
 DK5190  ______________________________________________________________________
 DK5190  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5190  GEOID HEIGHT    -        -31.459 (meters)                     GEOID12A
 DK5190  GEOID HEIGHT    -        -31.459 (meters)                     GEOID18
 DK5190  NAD 83(2011) X  -   -101,252.692 (meters)                     COMP
 DK5190  NAD 83(2011) Y  - -4,566,387.923 (meters)                     COMP
 DK5190  NAD 83(2011) Z  -  4,437,199.710 (meters)                     COMP
 DK5190  LAPLACE CORR    -         -6.44  (seconds)                    DEFLEC18
 DK5190
 DK5190  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5190  Standards:
 DK5190         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5190            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5190  -------------------------------------------------------------------
 DK5190  NETWORK    0.33   0.29           0.15   0.12   0.15      0.07156659
 DK5190  -------------------------------------------------------------------
 DK5190  Click here for local accuracies and other accuracy information.
 DK5190
 DK5190.The horizontal coordinates were established by GPS observations
 DK5190.and adjusted by the National Geodetic Survey in June 2012.
 DK5190
 DK5190.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5190.been affixed to the stable North American tectonic plate. See 
 DK5190.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5190
 DK5190.The horizontal coordinates are valid at the epoch date displayed above
 DK5190.which is a decimal equivalence of Year/Month/Day.
 DK5190
 DK5190.The orthometric height was determined by GPS observations and a
 DK5190.high-resolution geoid model using precise GPS observation and
 DK5190.processing techniques.
 DK5190
 DK5190.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5190.GEOID18 height accuracy estimate available here.
 DK5190
 DK5190.Click photographs - Photos may exist for this station.
 DK5190
 DK5190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5190
 DK5190.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5190
 DK5190.The ellipsoidal height was determined by GPS observations
 DK5190.and is referenced to NAD 83.
 DK5190
 DK5190. The following values were computed from the NAD 83(2011) position.
 DK5190
 DK5190;                    North         East     Units Scale Factor Converg.
 DK5190;SPC WI C     -    59,676.703   498,748.778   MT  0.99998051   -0 53 46.5
 DK5190;SPC WI C     -   195,789.32  1,636,311.62   sFT  0.99998051   -0 53 46.5
 DK5190;UTM  15      - 4,913,675.927   637,833.652   MT  0.99983364   +1 12 34.7
 DK5190
 DK5190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5190!SPC WI C     -   0.99996377  x   0.99998051  =   0.99994428
 DK5190!UTM  15      -   0.99996377  x   0.99983364  =   0.99979741
 DK5190
 DK5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3783313675(NAD 83)
 DK5190
 DK5190                          SUPERSEDED SURVEY CONTROL
 DK5190
 DK5190  NAD 83(2007)-  44 21 47.74644(N)    091 16 12.85923(W) AD(2002.00) 1
 DK5190  ELLIP H (07/29/08)  231.116  (m)                       GP(2002.00) 3 1
 DK5190  NAVD 88 (07/29/08)  262.55   (m)  GEOID03  model used  GPS OBS        
 DK5190
 DK5190.Superseded values are not recommended for survey control.
 DK5190
 DK5190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5190.See file dsdata.pdf to determine how the superseded data were derived.
 DK5190
 DK5190_MARKER: DD = SURVEY DISK
 DK5190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5190_STAMPING: 21 PIGEON SW GPS 1995
 DK5190_MARK LOGO: WI-121
 DK5190_PROJECTION: FLUSH
 DK5190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5190+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2011
 DK5190
 DK5190  HISTORY     - Date     Condition        Report By
 DK5190  HISTORY     - 1995     MONUMENTED       WI-121
 DK5190  HISTORY     - 20061025 GOOD             WIDT
 DK5190  HISTORY     - 20111003 GOOD             WIDT
 DK5190
 DK5190                          STATION DESCRIPTION
 DK5190
 DK5190'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5190'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 AND STATE
 DK5190'HIGHWAY 121 WITH COUNTY HIGHWAY S TO THE SOUTH AND THOMPSON COULEE
 DK5190'ROAD TO THE NORTH ABOUT 2 MI (3.2 KM) NORTHEAST OF THE CITY OF
 DK5190'WHITEHALL, GO SOUTH ON COUNTY HIGHWAY S FOR 0.8 MI (1.3 KM) TO ED
 DK5190'JOHNSON ROAD ON THE RIGHT, CONTINUE SOUTHEAST ON COUNTY HIGHWAY S FOR
 DK5190'0.45 MI (0.7 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DK5190'TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DK5190'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5190'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DK5190'8.7 M (28.5 FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY S, 42.3
 DK5190'M (138.8 FT) NORTHWEST OF A POWER POLE, 15 M (49.2 FT) SOUTHEAST OF
 DK5190'THE EXTENDED CENTER OF A PRIVATE ENTRANCE --N35953--, AND 1.0 M (3.3
 DK5190'FT) SOUTH, WEST, AND NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5190'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5190'THAN 15 DEGREES ABOVE THE HORIZON.
 DK5190
 DK5190                          STATION RECOVERY (2011)
 DK5190
 DK5190'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0468 ***********************************************************************
 NJ0468  DESIGNATION -  21 T
 NJ0468  PID         -  NJ0468
 NJ0468  STATE/COUNTY-  WI/GRANT
 NJ0468  COUNTRY     -  US
 NJ0468  USGS QUAD   -  BRODTVILLE (2018)
 NJ0468
 NJ0468                         *CURRENT SURVEY CONTROL
 NJ0468  ______________________________________________________________________
 NJ0468* NAD 83(1986) POSITION- 42 54 39.24   (N) 091 06 28.69   (W)   HD_HELD1
 NJ0468* NAVD 88 ORTHO HEIGHT -   192.905 (meters)      632.89  (feet) ADJUSTED
 NJ0468  ______________________________________________________________________
 NJ0468  GEOID HEIGHT    -        -31.699 (meters)                     GEOID18
 NJ0468  DYNAMIC HEIGHT  -        192.856 (meters)      632.73  (feet) COMP
 NJ0468  MODELED GRAVITY -    980,363.9   (mgal)                       NAVD 88
 NJ0468
 NJ0468  VERT ORDER      -  FIRST     CLASS I
 NJ0468
 NJ0468.The horizontal coordinates were determined by differentially corrected
 NJ0468.hand held GPS observations or other comparable positioning techniques
 NJ0468.and have an estimated accuracy of +/- 3 meters.
 NJ0468
 NJ0468.The orthometric height was determined by differential leveling and
 NJ0468.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0468.in June 1991.
 NJ0468
 NJ0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0468.GEOID18 height accuracy estimate available here.
 NJ0468
 NJ0468.Click photographs - Photos may exist for this station.
 NJ0468
 NJ0468.The dynamic height is computed by dividing the NAVD 88
 NJ0468.geopotential number by the normal gravity value computed on the
 NJ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0468.degrees latitude (g = 980.6199 gals.).
 NJ0468
 NJ0468.The modeled gravity was interpolated from observed gravity values.
 NJ0468
 NJ0468;                    North         East    Units  Estimated Accuracy
 NJ0468;SPC WI S     -   101,793.7     509,530.1     MT  (+/- 3 meters HH1 GPS) 
 NJ0468
 NJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5444152656(NAD 83)
 NJ0468
 NJ0468                          SUPERSEDED SURVEY CONTROL
 NJ0468
 NJ0468  NGVD 29 (??/??/92)  192.953  (m)          633.05   (f) ADJ UNCH    1 1
 NJ0468
 NJ0468.Superseded values are not recommended for survey control.
 NJ0468
 NJ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0468.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0468
 NJ0468_MARKER: DD = SURVEY DISK
 NJ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0468_STAMPING: 21 T 1961 634
 NJ0468_MARK LOGO: USGS
 NJ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0468+STABILITY: SURFACE MOTION
 NJ0468
 NJ0468  HISTORY     - Date     Condition        Report By
 NJ0468  HISTORY     - 1961     MONUMENTED       USGS
 NJ0468  HISTORY     - 1970     GOOD             NGS
 NJ0468  HISTORY     - 19980930 POOR             USPSQD
 NJ0468
 NJ0468                          STATION DESCRIPTION
 NJ0468
 NJ0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0468'0.5 MI NW FROM BAGLEY.
 NJ0468'ABOUT 0.5 MILE NORTHWEST ALONG COUNTY TRUNK ROAD X FROM THE POST
 NJ0468'OFFICE AT BAGLEY, 0.15 MILE NORTHEAST OF THE BURLINGTON NORTHERN
 NJ0468'RAILROAD, 68 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 NJ0468'175 FEET NORTHWEST OF THE CENTER LINE OF READY HOLLOW ROAD, 164
 NJ0468'FEET EAST OF THE EAST CORNER OF A CONCRETE BRIDGE, 0.7 FOOT
 NJ0468'SOUTHWEST OF A FENCE, 1.1 FEET EAST OF A METAL WITNESS POST,
 NJ0468'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 NJ0468'TOP OF A CONCRETE POST PROJECTING 6 INCHES.  SECTION 178 T 5N,
 NJ0468'R 6W.
 NJ0468
 NJ0468                          STATION RECOVERY (1998)
 NJ0468
 NJ0468'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0468'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9968 ***********************************************************************
 AF9968  DESIGNATION -  210 CHIPPEWA RIVER GPS
 AF9968  PID         -  AF9968
 AF9968  STATE/COUNTY-  WI/ASHLAND
 AF9968  COUNTRY     -  US
 AF9968  USGS QUAD   -  SHANAGOLDEN (2018)
 AF9968
 AF9968                         *CURRENT SURVEY CONTROL
 AF9968  ______________________________________________________________________
 AF9968* NAD 83(2011) POSITION- 46 02 05.08704(N) 090 41 56.85361(W)   ADJUSTED
 AF9968* NAD 83(2011) ELLIP HT-   434.074 (meters)        (06/27/12)   ADJUSTED
 AF9968* NAD 83(2011) EPOCH   -  2010.00
 AF9968* NAVD 88 ORTHO HEIGHT -   464.4   (meters)     1524.    (feet) GPS OBS
 AF9968  ______________________________________________________________________
 AF9968  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9968  GEOID HEIGHT    -        -30.253 (meters)                     GEOID96
 AF9968  GEOID HEIGHT    -        -30.355 (meters)                     GEOID18
 AF9968  NAD 83(2011) X  -    -54,125.031 (meters)                     COMP
 AF9968  NAD 83(2011) Y  - -4,435,512.237 (meters)                     COMP
 AF9968  NAD 83(2011) Z  -  4,568,241.982 (meters)                     COMP
 AF9968  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 AF9968
 AF9968  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9968  Standards:
 AF9968         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9968            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9968  -------------------------------------------------------------------
 AF9968  NETWORK    0.86   2.90           0.37   0.33   1.48      0.01491515
 AF9968  -------------------------------------------------------------------
 AF9968  Click here for local accuracies and other accuracy information.
 AF9968
 AF9968.The horizontal coordinates were established by GPS observations
 AF9968.and adjusted by the National Geodetic Survey in June 2012.
 AF9968
 AF9968.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9968.been affixed to the stable North American tectonic plate. See 
 AF9968.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9968
 AF9968.The horizontal coordinates are valid at the epoch date displayed above
 AF9968.which is a decimal equivalence of Year/Month/Day.
 AF9968
 AF9968.The orthometric height was determined by GPS observations and a
 AF9968.high-resolution geoid model.
 AF9968
 AF9968.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9968.GEOID18 height accuracy estimate available here.
 AF9968
 AF9968.Click photographs - Photos may exist for this station.
 AF9968
 AF9968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9968
 AF9968.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9968
 AF9968.The ellipsoidal height was determined by GPS observations
 AF9968.and is referenced to NAD 83.
 AF9968
 AF9968. The following values were computed from the NAD 83(2011) position.
 AF9968
 AF9968;                    North         East     Units Scale Factor Converg.
 AF9968;SPC WI N     -    96,719.951   545,880.814   MT  0.99994803   -0 30 15.6
 AF9968;SPC WI N     -   317,322.04  1,790,943.97   sFT  0.99994803   -0 30 15.6
 AF9968;UTM  15      - 5,100,481.914   678,048.779   MT  0.99998973   +1 39 23.4
 AF9968
 AF9968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9968!SPC WI N     -   0.99993196  x   0.99994803  =   0.99987999
 AF9968!UTM  15      -   0.99993196  x   0.99998973  =   0.99992169
 AF9968
 AF9968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7804800481(NAD 83)
 AF9968
 AF9968                          SUPERSEDED SURVEY CONTROL
 AF9968
 AF9968  NAD 83(2007)-  46 02 05.08714(N)    090 41 56.85432(W) AD(2002.00) 0
 AF9968  ELLIP H (02/10/07)  434.103  (m)                       GP(2002.00)    
 AF9968  NAD 83(1997)-  46 02 05.08726(N)    090 41 56.85490(W) AD(       ) 1
 AF9968  ELLIP H (12/26/02)  434.121  (m)                       GP(       ) 3 2
 AF9968  NAD 83(1991)-  46 02 05.08692(N)    090 41 56.85381(W) AD(       ) 1
 AF9968  ELLIP H (04/30/98)  434.136  (m)                       GP(       ) 3 2
 AF9968
 AF9968.Superseded values are not recommended for survey control.
 AF9968
 AF9968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9968.See file dsdata.pdf to determine how the superseded data were derived.
 AF9968
 AF9968_MARKER: DD = SURVEY DISK
 AF9968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9968_STAMPING: 210 CHIPPEWA RIVER
 AF9968_MARK LOGO: WI-003
 AF9968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9968+STABILITY: SURFACE MOTION
 AF9968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9968+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9968
 AF9968  HISTORY     - Date     Condition        Report By
 AF9968  HISTORY     - 1996     MONUMENTED       WI-003
 AF9968
 AF9968                          STATION DESCRIPTION
 AF9968
 AF9968'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AF9968'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) WEST NORTH WEST OF THE
 AF9968'VILLAGE OF BUTTERNUT, ASHLAND COUNTY, WISCONSIN NEAR FOREST ROAD 164
 AF9968'ON LAND OWNED BY THE U.  S.  FOREST SERVICE IN THE NW 1/4 OF SECTION
 AF9968'13, T.41N., R.3W., IN THE TOWN OF CHIPPEWA, ASHLAND COUNTY, WISCONSIN.
 AF9968'THE STATION IS 15.4 KM (9.55 MI) EAST OF THE INTERSECTION OF COUNTY
 AF9968'TRUNK HIGHWAY GG AND FOREST ROAD 164.  TO REACH THE STATION FROM THE
 AF9968'INTERSECTION OF STATE TRUNK HIGHWAY 13 AND COUNTY TRUNK HIGHWAY F IN
 AF9968'THE VILLAGE OF BUTTERNUT, ASHLAND COUNTY, WISCONSIN, GO NORTH ON
 AF9968'HIGHWAY 13, 1.6 KM (1.00 MI) TO BEAR LAKE ROAD, (FOREST ROAD 163) .
 AF9968'THEN GO WEST ALONG BEAR LAKE ROAD, 15 KM (9.30 MI) TO FOREST ROAD 164.
 AF9968'THEN GO WEST ALONG FOREST ROAD 164, 3.9 KM (2.40 MI) TO A WOODS ROAD.
 AF9968'THEN GO SOUTHERLY ALONG THE WOODS ROAD 91 M (298.6 FT) TO THE STATION.
 AF9968'THE STATION IS IN CLEARING AND IS 15 M (49.2 FT) SOUTH OF THE NORTH
 AF9968'EDGE OF THE CLEARING.  THE STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP
 AF9968'STAMPED---210 CHIPPEWA RIVER---SET INTO THE TOP OF A ROUND CONCRETE
 AF9968'MONUMENT 30.48 CM (12 IN ) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AF9968'STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST BEARING THE SIGN
 AF9968'(PLEASE PROTECT NEARBY GPS SURVEY MARKER)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9970 ***********************************************************************
 AF9970  DESIGNATION -  211 HILL ROAD GPS
 AF9970  PID         -  AF9970
 AF9970  STATE/COUNTY-  WI/ASHLAND
 AF9970  COUNTRY     -  US
 AF9970  USGS QUAD   -  LAKE SIX (2018)
 AF9970
 AF9970                         *CURRENT SURVEY CONTROL
 AF9970  ______________________________________________________________________
 AF9970* NAD 83(2011) POSITION- 46 08 30.26651(N) 090 20 54.51469(W)   ADJUSTED
 AF9970* NAD 83(2011) ELLIP HT-   481.419 (meters)        (06/27/12)   ADJUSTED
 AF9970* NAD 83(2011) EPOCH   -  2010.00
 AF9970* NAVD 88 ORTHO HEIGHT -   512.0   (meters)     1680.    (feet) GPS OBS
 AF9970  ______________________________________________________________________
 AF9970  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9970  GEOID HEIGHT    -        -30.512 (meters)                     GEOID96
 AF9970  GEOID HEIGHT    -        -30.583 (meters)                     GEOID18
 AF9970  NAD 83(2011) X  -    -26,926.976 (meters)                     COMP
 AF9970  NAD 83(2011) Y  - -4,427,225.159 (meters)                     COMP
 AF9970  NAD 83(2011) Z  -  4,576,524.888 (meters)                     COMP
 AF9970  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 AF9970
 AF9970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9970  Standards:
 AF9970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9970  -------------------------------------------------------------------
 AF9970  NETWORK    0.97   3.45           0.44   0.34   1.76     -0.07817791
 AF9970  -------------------------------------------------------------------
 AF9970  Click here for local accuracies and other accuracy information.
 AF9970
 AF9970.The horizontal coordinates were established by GPS observations
 AF9970.and adjusted by the National Geodetic Survey in June 2012.
 AF9970
 AF9970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9970.been affixed to the stable North American tectonic plate. See 
 AF9970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9970
 AF9970.The horizontal coordinates are valid at the epoch date displayed above
 AF9970.which is a decimal equivalence of Year/Month/Day.
 AF9970
 AF9970.The orthometric height was determined by GPS observations and a
 AF9970.high-resolution geoid model.
 AF9970
 AF9970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9970.GEOID18 height accuracy estimate available here.
 AF9970
 AF9970.Click photographs - Photos may exist for this station.
 AF9970
 AF9970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9970
 AF9970.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9970
 AF9970.The ellipsoidal height was determined by GPS observations
 AF9970.and is referenced to NAD 83.
 AF9970
 AF9970. The following values were computed from the NAD 83(2011) position.
 AF9970
 AF9970;                    North         East     Units Scale Factor Converg.
 AF9970;SPC WI N     -   108,432.932   573,076.442   MT  0.99994545   -0 15 05.0
 AF9970;SPC WI N     -   355,750.38  1,880,168.29   sFT  0.99994545   -0 15 05.0
 AF9970;UTM  15      - 5,113,213.994   704,785.905   MT  1.00011556   +1 54 45.2
 AF9970
 AF9970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9970!SPC WI N     -   0.99992454  x   0.99994545  =   0.99986999
 AF9970!UTM  15      -   0.99992454  x   1.00011556  =   1.00004009
 AF9970
 AF9970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0478513213(NAD 83)
 AF9970
 AF9970                          SUPERSEDED SURVEY CONTROL
 AF9970
 AF9970  NAD 83(2007)-  46 08 30.26662(N)    090 20 54.51539(W) AD(2002.00) 0
 AF9970  ELLIP H (02/10/07)  481.448  (m)                       GP(2002.00)    
 AF9970  NAD 83(1997)-  46 08 30.26676(N)    090 20 54.51587(W) AD(       ) 1
 AF9970  ELLIP H (12/26/02)  481.468  (m)                       GP(       ) 3 2
 AF9970  NAD 83(1991)-  46 08 30.26641(N)    090 20 54.51470(W) AD(       ) 1
 AF9970  ELLIP H (04/30/98)  481.479  (m)                       GP(       ) 3 2
 AF9970
 AF9970.Superseded values are not recommended for survey control.
 AF9970
 AF9970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9970.See file dsdata.pdf to determine how the superseded data were derived.
 AF9970
 AF9970_MARKER: DD = SURVEY DISK
 AF9970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9970_STAMPING: 211 HILL ROAD
 AF9970_MARK LOGO: WI-003
 AF9970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9970+STABILITY: SURFACE MOTION
 AF9970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9970+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9970
 AF9970  HISTORY     - Date     Condition        Report By
 AF9970  HISTORY     - 1996     MONUMENTED       WI-003
 AF9970
 AF9970                          STATION DESCRIPTION
 AF9970
 AF9970'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AF9970'THE STATION IS LOCATED ABOUT 18 KM (11.20 MI) NORTHEAST OF THE VILLAGE
 AF9970'OF BUTTERNUT, ASHLAND COUNTY, WISCONSIN ON LAND OWNED BY THE ASHLAND
 AF9970'COUNTY HIGHWAY DEPARTMENT IN THE NE 1/4 OF THE SE 1/4 OF SECTION 3,
 AF9970'T.42N., R.1E., IN THE TOWN OF AGENDA, ASHLAND COUNTY, WISCONSIN.  TO
 AF9970'LOCATE THE STATION FROM THE INTERSECTION OF STATE TRUNK HIGHWAY 13 AND
 AF9970'COUNTY TRUNK HIGHWAY F IN THE VILLAGE OF BUTTERNUT, ASHLAND COUNTY,
 AF9970'WISCONSIN, GO EAST ALONG HIGHWAY F 15 KM (9.30 MI) TO HILL ROAD.  THEN
 AF9970'GO NORTH ALONG HILL ROAD 10.1 KM (6.25 MI) TO THE STATION WHICH IS 10
 AF9970'M (32.8 FT) EAST OF THE CENTERLINE OF HILL ROAD.  STATION IS 33 M
 AF9970'(108.3 FT) SOUTH OF THE NORTH EDGE OF A FIELD.  THE STATION IS A 8.89
 AF9970'CM (3.5 IN) ALUMINUM CAP STAMPED---211 HILL ROAD---SET INTO THE TOP OF
 AF9970'A ROUND CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH
 AF9970'WITH THE GROUND.  STATION IS 1 M (3.3 FT) WEST OF A STEEL FENCE POST
 AF9970'WITH THE SIGN (PLEASE PROTECT NEARBY GPS SURVEY MARKER.)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9953 ***********************************************************************
 AF9953  DESIGNATION -  214 BEAR TRAP
 AF9953  PID         -  AF9953
 AF9953  STATE/COUNTY-  WI/ASHLAND
 AF9953  COUNTRY     -  US
 AF9953  USGS QUAD   -  ASHLAND EAST (2018)
 AF9953
 AF9953                         *CURRENT SURVEY CONTROL
 AF9953  ______________________________________________________________________
 AF9953* NAD 83(2011) POSITION- 46 35 08.31634(N) 090 45 23.65148(W)   ADJUSTED
 AF9953* NAD 83(2011) ELLIP HT-   176.820 (meters)        (06/27/12)   ADJUSTED
 AF9953* NAD 83(2011) EPOCH   -  2010.00
 AF9953* NAVD 88 ORTHO HEIGHT -   208.6   (meters)      684.    (feet) GPS OBS
 AF9953  ______________________________________________________________________
 AF9953  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9953  GEOID HEIGHT    -        -31.669 (meters)                     GEOID96
 AF9953  GEOID HEIGHT    -        -31.772 (meters)                     GEOID18
 AF9953  NAD 83(2011) X  -    -57,984.931 (meters)                     COMP
 AF9953  NAD 83(2011) Y  - -4,391,000.628 (meters)                     COMP
 AF9953  NAD 83(2011) Z  -  4,610,357.011 (meters)                     COMP
 AF9953  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 AF9953
 AF9953  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9953  Standards:
 AF9953         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9953            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9953  -------------------------------------------------------------------
 AF9953  NETWORK    0.64   2.06           0.29   0.22   1.05     -0.00603161
 AF9953  -------------------------------------------------------------------
 AF9953  Click here for local accuracies and other accuracy information.
 AF9953
 AF9953.The horizontal coordinates were established by GPS observations
 AF9953.and adjusted by the National Geodetic Survey in June 2012.
 AF9953
 AF9953.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9953.been affixed to the stable North American tectonic plate. See 
 AF9953.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9953
 AF9953.The horizontal coordinates are valid at the epoch date displayed above
 AF9953.which is a decimal equivalence of Year/Month/Day.
 AF9953
 AF9953.The orthometric height was determined by GPS observations and a
 AF9953.high-resolution geoid model.
 AF9953
 AF9953.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9953.GEOID18 height accuracy estimate available here.
 AF9953
 AF9953.Click photographs - Photos may exist for this station.
 AF9953
 AF9953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9953
 AF9953.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9953
 AF9953.The ellipsoidal height was determined by GPS observations
 AF9953.and is referenced to NAD 83.
 AF9953
 AF9953. The following values were computed from the NAD 83(2011) position.
 AF9953
 AF9953;                    North         East     Units Scale Factor Converg.
 AF9953;SPC WI N     -   157,991.268   542,017.494   MT  0.99997192   -0 32 44.8
 AF9953;SPC WI N     -   518,343.02  1,778,269.06   sFT  0.99997192   -0 32 44.8
 AF9953;UTM  15      - 5,161,564.652   671,869.776   MT  0.99996310   +1 37 48.1
 AF9953
 AF9953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9953!SPC WI N     -   0.99997228  x   0.99997192  =   0.99994420
 AF9953!UTM  15      -   0.99997228  x   0.99996310  =   0.99993538
 AF9953
 AF9953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7186961564(NAD 83)
 AF9953
 AF9953                          SUPERSEDED SURVEY CONTROL
 AF9953
 AF9953  NAD 83(2007)-  46 35 08.31643(N)    090 45 23.65224(W) AD(2002.00) 0
 AF9953  ELLIP H (02/10/07)  176.849  (m)                       GP(2002.00)    
 AF9953  NAD 83(1997)-  46 35 08.31666(N)    090 45 23.65290(W) AD(       ) 1
 AF9953  ELLIP H (12/26/02)  176.888  (m)                       GP(       ) 3 2
 AF9953  NAD 83(1991)-  46 35 08.31657(N)    090 45 23.65122(W) AD(       ) 1
 AF9953  ELLIP H (04/30/98)  176.883  (m)                       GP(       ) 3 2
 AF9953
 AF9953.Superseded values are not recommended for survey control.
 AF9953
 AF9953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9953.See file dsdata.pdf to determine how the superseded data were derived.
 AF9953
 AF9953_MARKER: DD = SURVEY DISK
 AF9953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9953_STAMPING: 214 BEAR 9GPS
 AF9953_MARK LOGO: WI-003
 AF9953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9953+STABILITY: SURFACE MOTION
 AF9953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9953+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9953
 AF9953  HISTORY     - Date     Condition        Report By
 AF9953  HISTORY     - 1996     MONUMENTED       WI-003
 AF9953
 AF9953                          STATION DESCRIPTION
 AF9953
 AF9953'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (BM)
 AF9953'THE STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) EAST OF THE CITY OF
 AF9953'ASHLAND, WISCONSIN, ON THE BAD RIVER INDIAN RESERVATION IN ASHLAND
 AF9953'COUNTY, WISCONSIN, IN THE NW 1/4 OF THE NW 1/4 OF SECTION 4, T.47N.,
 AF9953'R.3W., IN THE TOWN OF SANBORN, ASHLAND COUNTY, WISCONSIN.  TO REACH
 AF9953'THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 2 AND STATE TRUNK
 AF9953'HIGHWAY 13 IN THE CITY OF ASHLAND, ASHLAND COUNTY, WISCONSIN, GO EAST
 AF9953'ON U.  S.  HIGHWAY 2 10.3 KM (6.40 MI) TO BEAR TRAP ROAD.  THEN GO
 AF9953'SOUTH ON BEAR TRAP ROAD 2.65 KM (1.65 MI) TO COUNTY TRUNK HIGHWAY A.
 AF9953'THEN GO EAST ON COUNTY TRUNK HIGHWAY A 0.2 KM (0.10 MI) .  THE STATION
 AF9953'IS 9.1 M (29.9 FT) SOUTH OF THE CENTERLINE OF COUNTY TRUNK HIGHWAY A
 AF9953'ON THE EGDE OF A FIELD.  THE STATION IS A 8.89 CM ( 3.5 IN.) ALUMINUM
 AF9953'CAP STAMPED---BEAR 9GPS---SET INTO THE TOP OF A ROUND CONCRETE
 AF9953'MONUMENT 30.48 CM (12 IN.) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AF9953'STATION IS 1 M (3.3 FT) NORTH OF A STEEL FENCE POST BEARING THE SIGN
 AF9953'(PLEASE PROTECT NEARBY GPS SURVEY MARKER) NOTE - THE 9 IN BEAR 9GPS IS
 AF9953'ACTUALLY AND UPSIDE DOWN G.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9962 ***********************************************************************
 AF9962  DESIGNATION -  215 ELM HOIST GPS
 AF9962  PID         -  AF9962
 AF9962  STATE/COUNTY-  WI/ASHLAND
 AF9962  COUNTRY     -  US
 AF9962  USGS QUAD   -  HIGH BRIDGE (2018)
 AF9962
 AF9962                         *CURRENT SURVEY CONTROL
 AF9962  ______________________________________________________________________
 AF9962* NAD 83(2011) POSITION- 46 29 24.03981(N) 090 38 13.76304(W)   ADJUSTED
 AF9962* NAD 83(2011) ELLIP HT-   219.077 (meters)        (06/27/12)   ADJUSTED
 AF9962* NAD 83(2011) EPOCH   -  2010.00
 AF9962* NAVD 88 ORTHO HEIGHT -   250.4   (meters)      822.    (feet) GPS OBS
 AF9962  ______________________________________________________________________
 AF9962  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9962  GEOID HEIGHT    -        -31.240 (meters)                     GEOID96
 AF9962  GEOID HEIGHT    -        -31.324 (meters)                     GEOID18
 AF9962  NAD 83(2011) X  -    -48,919.403 (meters)                     COMP
 AF9962  NAD 83(2011) Y  - -4,398,856.813 (meters)                     COMP
 AF9962  NAD 83(2011) Z  -  4,603,074.879 (meters)                     COMP
 AF9962  LAPLACE CORR    -          4.09  (seconds)                    DEFLEC18
 AF9962
 AF9962  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9962  Standards:
 AF9962         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9962            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9962  -------------------------------------------------------------------
 AF9962  NETWORK    0.82   3.16           0.38   0.27   1.61     -0.01527550
 AF9962  -------------------------------------------------------------------
 AF9962  Click here for local accuracies and other accuracy information.
 AF9962
 AF9962.The horizontal coordinates were established by GPS observations
 AF9962.and adjusted by the National Geodetic Survey in June 2012.
 AF9962
 AF9962.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9962.been affixed to the stable North American tectonic plate. See 
 AF9962.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9962
 AF9962.The horizontal coordinates are valid at the epoch date displayed above
 AF9962.which is a decimal equivalence of Year/Month/Day.
 AF9962
 AF9962.The orthometric height was determined by GPS observations and a
 AF9962.high-resolution geoid model.
 AF9962
 AF9962.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9962.GEOID18 height accuracy estimate available here.
 AF9962
 AF9962.Click photographs - Photos may exist for this station.
 AF9962
 AF9962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9962
 AF9962.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9962
 AF9962.The ellipsoidal height was determined by GPS observations
 AF9962.and is referenced to NAD 83.
 AF9962
 AF9962. The following values were computed from the NAD 83(2011) position.
 AF9962
 AF9962;                    North         East     Units Scale Factor Converg.
 AF9962;SPC WI N     -   147,281.005   551,083.692   MT  0.99996114   -0 27 34.7
 AF9962;SPC WI N     -   483,204.43  1,808,013.75   sFT  0.99996114   -0 27 34.7
 AF9962;UTM  15      - 5,151,205.973   681,336.043   MT  1.00000421   +1 42 50.9
 AF9962
 AF9962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9962!SPC WI N     -   0.99996566  x   0.99996114  =   0.99992680
 AF9962!UTM  15      -   0.99996566  x   1.00000421  =   0.99996987
 AF9962
 AF9962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8133651205(NAD 83)
 AF9962
 AF9962                          SUPERSEDED SURVEY CONTROL
 AF9962
 AF9962  NAD 83(2007)-  46 29 24.03990(N)    090 38 13.76379(W) AD(2002.00) 0
 AF9962  ELLIP H (02/10/07)  219.107  (m)                       GP(2002.00)    
 AF9962  NAD 83(1997)-  46 29 24.04002(N)    090 38 13.76440(W) AD(       ) 1
 AF9962  ELLIP H (12/26/02)  219.131  (m)                       GP(       ) 3 2
 AF9962  NAD 83(1991)-  46 29 24.03989(N)    090 38 13.76285(W) AD(       ) 1
 AF9962  ELLIP H (04/30/98)  219.127  (m)                       GP(       ) 3 2
 AF9962
 AF9962.Superseded values are not recommended for survey control.
 AF9962
 AF9962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9962.See file dsdata.pdf to determine how the superseded data were derived.
 AF9962
 AF9962_MARKER: DD = SURVEY DISK
 AF9962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9962_STAMPING: 215 ELM HOIST GPS
 AF9962_MARK LOGO: WI-003
 AF9962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9962+STABILITY: SURFACE MOTION
 AF9962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9962+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9962
 AF9962  HISTORY     - Date     Condition        Report By
 AF9962  HISTORY     - 1996     MONUMENTED       WI-003
 AF9962  HISTORY     - 20080514 MARK NOT FOUND   GEOCAC
 AF9962
 AF9962                          STATION DESCRIPTION
 AF9962
 AF9962'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AF9962'THE STATION IS LOCATED ABOUT 13.5 KM (8.40 MI) NORTHEAST OF THE
 AF9962'UNINCORPORATED VILLAGE OF HIGHBRIDGE, ASHLAND COUNTY, WISCONSIN, ON
 AF9962'PROPERTY OWNED BY CONSOLIDATED PAPER COMPANY, INC.  IN THE SE 1/4 OF
 AF9962'SECTION 5, T46N, R2W, IN THE TOWN OF SANBORN, BAD RIVER INDIAN
 AF9962'RESERVATION, ASHLAND COUNTY, WISCONSIN.  TO REACH THE STATION FROM THE
 AF9962'INTERSECTION OF STATE TRUNK HIGHWAY 13 AND COUNTY TRUNK HIGHWAY C IN
 AF9962'THE UNINCORPORATED VILLAGE OF HIGHBRIDGE, ASHLAND COUNTY, WISCONSIN,
 AF9962'GO NORTH ALONG ALONG COUNTY HIGHWAY C (ALSO KNOWN AS GOVERNMENT ROAD)
 AF9962'10.8 KM (6.70 MI) TO ELM HOIST ROAD.  THEN GO EAST ALONG ELM HOIST
 AF9962'ROAD 8.4 KM (5.20 MI) TO THE STATION.  THE STATION IS 10.7 M (35.1 FT)
 AF9962'SOUTH OF THE CENTERLINE OF ELM HOIST ROAD.  THE STATION IS A 8.89 CM
 AF9962'(3.5) IN ALUMINUM CAP STAMPED---215 ELM HOIST GPS---SET IN THE TOP OF
 AF9962'A ROUND CONCRETE MONUMENT 30.48 CM (12 IN)IN DIAMETER LOCATED FLUSH
 AF9962'WITH THE GROUND. STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST
 AF9962'BEARING THE SIGN (PLEASE DO NOT DISTURB NEARBY GPS SURVEY MARKER).
 AF9962
 AF9962                          STATION RECOVERY (2008)
 AF9962
 AF9962'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 AF9962'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9963 ***********************************************************************
 AF9963  DESIGNATION -  217 TYLER FORKS GPS
 AF9963  PID         -  AF9963
 AF9963  STATE/COUNTY-  WI/IRON
 AF9963  COUNTRY     -  US
 AF9963  USGS QUAD   -  MOUNT WHITTLESEY (2018)
 AF9963
 AF9963                         *CURRENT SURVEY CONTROL
 AF9963  ______________________________________________________________________
 AF9963* NAD 83(2011) POSITION- 46 20 08.14842(N) 090 31 44.69733(W)   ADJUSTED
 AF9963* NAD 83(2011) ELLIP HT-   424.016 (meters)        (06/27/12)   ADJUSTED
 AF9963* NAD 83(2011) EPOCH   -  2010.00
 AF9963* NAVD 88 ORTHO HEIGHT -   454.6   (meters)     1491.    (feet) GPS OBS
 AF9963  ______________________________________________________________________
 AF9963  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9963  GEOID HEIGHT    -        -30.476 (meters)                     GEOID96
 AF9963  GEOID HEIGHT    -        -30.526 (meters)                     GEOID18
 AF9963  NAD 83(2011) X  -    -40,738.120 (meters)                     COMP
 AF9963  NAD 83(2011) Y  - -4,411,515.407 (meters)                     COMP
 AF9963  NAD 83(2011) Z  -  4,591,388.466 (meters)                     COMP
 AF9963  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 AF9963
 AF9963  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9963  Standards:
 AF9963         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9963            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9963  -------------------------------------------------------------------
 AF9963  NETWORK    0.77   2.65           0.36   0.25   1.35     -0.03127929
 AF9963  -------------------------------------------------------------------
 AF9963  Click here for local accuracies and other accuracy information.
 AF9963
 AF9963.The horizontal coordinates were established by GPS observations
 AF9963.and adjusted by the National Geodetic Survey in June 2012.
 AF9963
 AF9963.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9963.been affixed to the stable North American tectonic plate. See 
 AF9963.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9963
 AF9963.The horizontal coordinates are valid at the epoch date displayed above
 AF9963.which is a decimal equivalence of Year/Month/Day.
 AF9963
 AF9963.The orthometric height was determined by GPS observations and a
 AF9963.high-resolution geoid model.
 AF9963
 AF9963.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9963.GEOID18 height accuracy estimate available here.
 AF9963
 AF9963.Click photographs - Photos may exist for this station.
 AF9963
 AF9963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9963
 AF9963.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9963
 AF9963.The ellipsoidal height was determined by GPS observations
 AF9963.and is referenced to NAD 83.
 AF9963
 AF9963. The following values were computed from the NAD 83(2011) position.
 AF9963
 AF9963;                    North         East     Units Scale Factor Converg.
 AF9963;SPC WI N     -   130,056.652   559,266.358   MT  0.99994963   -0 22 54.0
 AF9963;SPC WI N     -   426,694.20  1,834,859.71   sFT  0.99994963   -0 22 54.0
 AF9963;UTM  15      - 5,134,302.899   690,166.159   MT  1.00004455   +1 47 16.7
 AF9963
 AF9963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9963!SPC WI N     -   0.99993353  x   0.99994963  =   0.99988317
 AF9963!UTM  15      -   0.99993353  x   1.00004455  =   0.99997808
 AF9963
 AF9963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9016634302(NAD 83)
 AF9963
 AF9963                          SUPERSEDED SURVEY CONTROL
 AF9963
 AF9963  NAD 83(2007)-  46 20 08.14851(N)    090 31 44.69805(W) AD(2002.00) 0
 AF9963  ELLIP H (02/10/07)  424.048  (m)                       GP(2002.00)    
 AF9963  NAD 83(1997)-  46 20 08.14865(N)    090 31 44.69863(W) AD(       ) 1
 AF9963  ELLIP H (12/26/02)  424.068  (m)                       GP(       ) 3 2
 AF9963  NAD 83(1991)-  46 20 08.14849(N)    090 31 44.69717(W) AD(       ) 1
 AF9963  ELLIP H (04/30/98)  424.067  (m)                       GP(       ) 3 2
 AF9963
 AF9963.Superseded values are not recommended for survey control.
 AF9963
 AF9963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9963.See file dsdata.pdf to determine how the superseded data were derived.
 AF9963
 AF9963_MARKER: DD = SURVEY DISK
 AF9963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9963_STAMPING: 217 TYLER FORKS
 AF9963_MARK LOGO: WI-003
 AF9963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9963+STABILITY: SURFACE MOTION
 AF9963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9963+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2008
 AF9963
 AF9963  HISTORY     - Date     Condition        Report By
 AF9963  HISTORY     - 1996     MONUMENTED       WI-003
 AF9963  HISTORY     - 20031003 GOOD             USPSQD
 AF9963  HISTORY     - 20050829 GOOD             WIDT
 AF9963  HISTORY     - 20080831 GOOD             GEOCAC
 AF9963
 AF9963                          STATION DESCRIPTION
 AF9963
 AF9963'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AF9963'THE STATION IS LOCATED ABOUT 10.8 KM (6.70 MI) EAST OF THE CITY OF
 AF9963'MELLEN, ASHLAND COUNTY, WISCONSIN, ON PROPERTY OWNED BY THE STATE OF
 AF9963'WISCONSIN IN THE NE 1/4 OF SECTION 31, T.45N., R.1W., IN THE TOWN OF
 AF9963'ANDERSON, IRON COUNTY, WISCONSIN.  TO REACH THE STATION FROM THE
 AF9963'INTERSECTION OF STATE TRUNK HIGHWAYS 13 AND 77 IN THE CITY OF MELLEN,
 AF9963'ASHLAND COUNTY, WISCONSIN, GO EAST ON HIGHWAY 77, 10.8 KM (6.70 MI) TO
 AF9963'THE STATION.  THE STATION IS 12.2 M (40.0 FT) NORTH OF THE CENTERLINE
 AF9963'OF HIGHWAY 77.  POWER POLE NO.  138 IS 12.2 M (40.0 FT) EAST AND 9.1 M
 AF9963'(29.9 FT) NORTH OF THE STATION.  STATION IS A 8.89 CM (3.5 IN)
 AF9963'ALUMINUM CAP STAMPED---217 TYLER FORKS---SET IN THE TOP OF A ROUND
 AF9963'CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE
 AF9963'GROUND.  STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST BEARING
 AF9963'THE SIGN (PLEASE DO NOT DISTURB NEARBY GPS SURVEY MARKER)
 AF9963
 AF9963                          STATION RECOVERY (2003)
 AF9963
 AF9963'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AF9963'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 60 FEET EAST
 AF9963'OF A YELLOW RIGHT-OF-WAY POST.  NOTE-- THE WITNESS POST IS LYING ON
 AF9963'THE GROUND WITH THE YELLOW SIGN DETACHED.
 AF9963'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 13 AND 77 IN
 AF9963'MELLEN, GO EAST ON HIGHWAY 77 FOR 5.4 MILES TO THE ASHLAND/IRON COUNTY
 AF9963'LINE AND COUNTY LINE ROAD ON THE LEFT.  CONTINUE EAST ON HIGHWAY 77
 AF9963'FOR 1.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AF9963
 AF9963                          STATION RECOVERY (2005)
 AF9963
 AF9963'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 AF9963'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 1.0 M SOUTH OF AN
 AF9963'ORANGE FIBERGLASS WITNESS POST, THE IRON WITNESS POST HAS ROTTED OFF
 AF9963'AND WAS REPLACED WITH THE ORANGE FIBERGLASS WITNESS POST.
 AF9963
 AF9963                          STATION RECOVERY (2008)
 AF9963
 AF9963'RECOVERY NOTE BY GEOCACHING 2008 (CPB)
 AF9963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9964 ***********************************************************************
 AF9964  DESIGNATION -  218 MADELINE ISLAND GPS
 AF9964  PID         -  AF9964
 AF9964  STATE/COUNTY-  WI/ASHLAND
 AF9964  COUNTRY     -  US
 AF9964  USGS QUAD   -  AMNICON POINT (2018)
 AF9964
 AF9964                         *CURRENT SURVEY CONTROL
 AF9964  ______________________________________________________________________
 AF9964* NAD 83(2011) POSITION- 46 50 09.89563(N) 090 37 17.34955(W)   ADJUSTED
 AF9964* NAD 83(2011) ELLIP HT-   156.448 (meters)        (06/27/12)   ADJUSTED
 AF9964* NAD 83(2011) EPOCH   -  2010.00
 AF9964* NAVD 88 ORTHO HEIGHT -   188.4   (meters)      618.    (feet) GPS OBS
 AF9964  ______________________________________________________________________
 AF9964  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9964  GEOID HEIGHT    -        -31.822 (meters)                     GEOID96
 AF9964  GEOID HEIGHT    -        -31.893 (meters)                     GEOID18
 AF9964  NAD 83(2011) X  -    -47,412.335 (meters)                     COMP
 AF9964  NAD 83(2011) Y  - -4,370,846.981 (meters)                     COMP
 AF9964  NAD 83(2011) Z  -  4,629,432.053 (meters)                     COMP
 AF9964  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 AF9964
 AF9964  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9964  Standards:
 AF9964         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9964            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9964  -------------------------------------------------------------------
 AF9964  NETWORK    0.84   2.67           0.39   0.28   1.36      0.04824196
 AF9964  -------------------------------------------------------------------
 AF9964  Click here for local accuracies and other accuracy information.
 AF9964
 AF9964.The horizontal coordinates were established by GPS observations
 AF9964.and adjusted by the National Geodetic Survey in June 2012.
 AF9964
 AF9964.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9964.been affixed to the stable North American tectonic plate. See 
 AF9964.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9964
 AF9964.The horizontal coordinates are valid at the epoch date displayed above
 AF9964.which is a decimal equivalence of Year/Month/Day.
 AF9964
 AF9964.The orthometric height was determined by GPS observations and a
 AF9964.high-resolution geoid model.
 AF9964
 AF9964.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9964.GEOID18 height accuracy estimate available here.
 AF9964
 AF9964.Click photographs - Photos may exist for this station.
 AF9964
 AF9964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9964
 AF9964.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9964
 AF9964.The ellipsoidal height was determined by GPS observations
 AF9964.and is referenced to NAD 83.
 AF9964
 AF9964. The following values were computed from the NAD 83(2011) position.
 AF9964
 AF9964;                    North         East     Units Scale Factor Converg.
 AF9964;SPC WI N     -   185,740.424   552,587.743   MT  1.00001343   -0 26 54.0
 AF9964;SPC WI N     -   609,383.37  1,812,948.29   sFT  1.00001343   -0 26 54.0
 AF9964;UTM  15      - 5,189,695.541   681,376.914   MT  1.00000436   +1 44 07.3
 AF9964
 AF9964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9964!SPC WI N     -   0.99997548  x   1.00001343  =   0.99998891
 AF9964!UTM  15      -   0.99997548  x   1.00000436  =   0.99997984
 AF9964
 AF9964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8137689695(NAD 83)
 AF9964
 AF9964                          SUPERSEDED SURVEY CONTROL
 AF9964
 AF9964  NAD 83(2007)-  46 50 09.89572(N)    090 37 17.35033(W) AD(2002.00) 0
 AF9964  ELLIP H (02/10/07)  156.477  (m)                       GP(2002.00)    
 AF9964  NAD 83(1997)-  46 50 09.89608(N)    090 37 17.35108(W) AD(       ) 1
 AF9964  ELLIP H (12/26/02)  156.527  (m)                       GP(       ) 3 2
 AF9964  NAD 83(1991)-  46 50 09.89600(N)    090 37 17.34937(W) AD(       ) 1
 AF9964  ELLIP H (04/30/98)  156.520  (m)                       GP(       ) 3 2
 AF9964
 AF9964.Superseded values are not recommended for survey control.
 AF9964
 AF9964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9964.See file dsdata.pdf to determine how the superseded data were derived.
 AF9964
 AF9964_MARKER: DD = SURVEY DISK
 AF9964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9964_STAMPING: 218 MADELINE ISLAND GPS
 AF9964_MARK LOGO: WI-003
 AF9964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9964+STABILITY: SURFACE MOTION
 AF9964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9964+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9964
 AF9964  HISTORY     - Date     Condition        Report By
 AF9964  HISTORY     - 1996     MONUMENTED       WI-003
 AF9964
 AF9964                          STATION DESCRIPTION
 AF9964
 AF9964'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AF9964'THE STATION IS ABOUT 18.5 KM (11.50 MI) NORTHEST OF THE VILLAGE OF
 AF9964'LAPOINTE, ON MADELINE ISLAND, TOWN OF LAPOINTE, ASHLAND COUNTY,
 AF9964'WISCONSIN, ON PROPERTY OWNED BY ASHLAND COUNTY IN GOVERNMENT LOT 3 OF
 AF9964'SECTION 4, T50N, R2W, ON MADELINE ISLAND, TOWN OF LAPOINTE, ASHLAND
 AF9964'COUNTY, WISCONSIN.  TO REACH THE STATION FROM THE FERRY DOCK ON
 AF9964'MADELINE ISLAND, GO NORTH AND EAST ALONG COUNTY TRUNK HIGHWAY H 18.5
 AF9964'KM (11.50 MI) TO THE INTERSECTION OF ANDERSON ROAD AND THE STATION.
 AF9964'THE STATION IS 5.8 M (19.0 FT) SOUTH OF AND 5.2 M (17.1 FT) EAST OF
 AF9964'THE INTERSECTION OF THE CENTERLINES OF COUNTY TRUNK HIGHWAY H AND
 AF9964'ANDERSON ROAD TO THE NORTH.  THE STATION IS 1 M (3.3 FT) SOUTH OF A
 AF9964'GUARD RAIL.  THE STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP
 AF9964'STAMPED---218 MADELINE ISLAND GPS---SET IN THE TOP OF A ROUND CONCRETE
 AF9964'MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AF9964'STATION IS 1 M (3.3 FT) NORTH OF A STEEL FENCE POST BEARING THE SIGN
 AF9964'(PLEASE PROTECT NEARBY GPS SURVEY MARKER)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0393 ***********************************************************************
 ON0393  DESIGNATION -  219 BOLT
 ON0393  PID         -  ON0393
 ON0393  STATE/COUNTY-  WI/CRAWFORD
 ON0393  COUNTRY     -  US
 ON0393  USGS QUAD   -  FERRYVILLE (2018)
 ON0393
 ON0393                         *CURRENT SURVEY CONTROL
 ON0393  ______________________________________________________________________
 ON0393* NAD 83(1986) POSITION- 43 18 20.     (N) 091 03 16.     (W)   SCALED
 ON0393* NAVD 88 ORTHO HEIGHT -   190.168 (meters)      623.91  (feet) ADJUSTED
 ON0393  ______________________________________________________________________
 ON0393  GEOID HEIGHT    -        -32.127 (meters)                     GEOID18
 ON0393  DYNAMIC HEIGHT  -        190.123 (meters)      623.76  (feet) COMP
 ON0393  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 ON0393
 ON0393  VERT ORDER      -  FIRST     CLASS I
 ON0393
 ON0393.The horizontal coordinates were scaled from a map and have
 ON0393.an estimated accuracy of +/- 6 seconds.
 ON0393
 ON0393.The orthometric height was determined by differential leveling and
 ON0393.adjusted by the NATIONAL GEODETIC SURVEY
 ON0393.in June 1991.
 ON0393
 ON0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0393.GEOID18 height accuracy estimate available here.
 ON0393
 ON0393.Click photographs - Photos may exist for this station.
 ON0393
 ON0393.The dynamic height is computed by dividing the NAVD 88
 ON0393.geopotential number by the normal gravity value computed on the
 ON0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0393.degrees latitude (g = 980.6199 gals.).
 ON0393
 ON0393.The modeled gravity was interpolated from observed gravity values.
 ON0393
 ON0393;                    North         East    Units  Estimated Accuracy
 ON0393;SPC WI S     -   145,580.      514,460.      MT  (+/- 180 meters Scaled)
 ON0393
 ON0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH577965(NAD 83)
 ON0393
 ON0393                          SUPERSEDED SURVEY CONTROL
 ON0393
 ON0393  NGVD 29 (??/??/92)  190.218  (m)          624.07   (f) ADJ UNCH    1 1
 ON0393
 ON0393.Superseded values are not recommended for survey control.
 ON0393
 ON0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0393.See file dsdata.pdf to determine how the superseded data were derived.
 ON0393
 ON0393_MARKER: B = BOLT
 ON0393_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ON0393_SP_SET: TILE SQUARE
 ON0393_STAMPING: 43 DEG 18 MIN 22 SEC 91 DEG 02 MIN 18 SEC
 ON0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0393
 ON0393  HISTORY     - Date     Condition        Report By
 ON0393  HISTORY     - UNK      MONUMENTED       MRC
 ON0393  HISTORY     - 1970     GOOD             NGS
 ON0393
 ON0393                          STATION DESCRIPTION
 ON0393
 ON0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0393'3.8 MI SE FROM FERRYVILLE.
 ON0393'ABOUT 3.8 MILES SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0393'FROM THE STATION AT FERRYVILLE, 29.3 FEET EAST OF THE EAST
 ON0393'RAIL OF THE EAST TRACK, 45.5 FEET WEST OF THE CENTER LINE OF
 ON0393'STATE HIGHWAY 35, 41.0 FEET NORTH OF A TELEPHONE POLE, 18 1/2
 ON0393'FEET SOUTHWEST OF THE SOUTHWEST END OF A 30-INCH METAL CULVERT
 ON0393'UNDER THE HIGHWAY, 20.9 FEET EAST-SOUTHEAST OF BENCH MARK X 122,
 ON0393'1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 20 FEET BELOW
 ON0393'THE LEVEL OF THE HIGHWAY, ABOUT 8 1/2 FEET BELOW THE LEVEL
 ON0393'OF THE TRACK, AND IS A COPPER BOLT LEADED IN AN 18- X 18-INCH
 ON0393'TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH
 ON0393'A 4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION
 ON0393'CAP THAT IS STAMPED 43 DEG 18 MIN 22 SEC 91 DEG 02 MIN 18 SEC
 ON0393'AND THAT IS DESIGNATED PBM 220 (MRC).  SEC 35, T 10 N, R 6 W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9552 ***********************************************************************
 AG9552  DESIGNATION -  219 MAPLE HILL GPS
 AG9552  PID         -  AG9552
 AG9552  STATE/COUNTY-  WI/ASHLAND
 AG9552  COUNTRY     -  US
 AG9552  USGS QUAD   -  SANBORN (2018)
 AG9552
 AG9552                         *CURRENT SURVEY CONTROL
 AG9552  ______________________________________________________________________
 AG9552* NAD 83(2011) POSITION- 46 27 26.67543(N) 090 55 11.05984(W)   ADJUSTED
 AG9552* NAD 83(2011) ELLIP HT-   240.616 (meters)        (06/27/12)   ADJUSTED
 AG9552* NAD 83(2011) EPOCH   -  2010.00
 AG9552* NAVD 88 ORTHO HEIGHT -   271.6   (meters)      891.    (feet) GPS OBS
 AG9552  ______________________________________________________________________
 AG9552  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9552  GEOID HEIGHT    -        -30.907 (meters)                     GEOID96
 AG9552  GEOID HEIGHT    -        -31.001 (meters)                     GEOID18
 AG9552  NAD 83(2011) X  -    -70,656.273 (meters)                     COMP
 AG9552  NAD 83(2011) Y  - -4,401,204.221 (meters)                     COMP
 AG9552  NAD 83(2011) Z  -  4,600,594.624 (meters)                     COMP
 AG9552  LAPLACE CORR    -         -7.16  (seconds)                    DEFLEC18
 AG9552
 AG9552  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9552  Standards:
 AG9552         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9552            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9552  -------------------------------------------------------------------
 AG9552  NETWORK    0.88   2.90           0.40   0.31   1.48     -0.03978032
 AG9552  -------------------------------------------------------------------
 AG9552  Click here for local accuracies and other accuracy information.
 AG9552
 AG9552.The horizontal coordinates were established by GPS observations
 AG9552.and adjusted by the National Geodetic Survey in June 2012.
 AG9552
 AG9552.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9552.been affixed to the stable North American tectonic plate. See 
 AG9552.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9552
 AG9552.The horizontal coordinates are valid at the epoch date displayed above
 AG9552.which is a decimal equivalence of Year/Month/Day.
 AG9552
 AG9552.The orthometric height was determined by GPS observations and a
 AG9552.high-resolution geoid model.
 AG9552
 AG9552.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9552.GEOID18 height accuracy estimate available here.
 AG9552
 AG9552.Click photographs - Photos may exist for this station.
 AG9552
 AG9552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9552
 AG9552.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9552
 AG9552.The ellipsoidal height was determined by GPS observations
 AG9552.and is referenced to NAD 83.
 AG9552
 AG9552. The following values were computed from the NAD 83(2011) position.
 AG9552
 AG9552;                    North         East     Units Scale Factor Converg.
 AG9552;SPC WI N     -   143,870.050   529,347.893   MT  0.99995810   -0 39 48.5
 AG9552;SPC WI N     -   472,013.66  1,736,702.21   sFT  0.99995810   -0 39 48.5
 AG9552;UTM  15      - 5,146,973.435   659,745.220   MT  0.99991368   +1 30 29.6
 AG9552
 AG9552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9552!SPC WI N     -   0.99996228  x   0.99995810  =   0.99992038
 AG9552!UTM  15      -   0.99996228  x   0.99991368  =   0.99987597
 AG9552
 AG9552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5974546973(NAD 83)
 AG9552
 AG9552                          SUPERSEDED SURVEY CONTROL
 AG9552
 AG9552  NAD 83(2007)-  46 27 26.67551(N)    090 55 11.06059(W) AD(2002.00) 0
 AG9552  ELLIP H (02/10/07)  240.646  (m)                       GP(2002.00)    
 AG9552  NAD 83(1997)-  46 27 26.67557(N)    090 55 11.06124(W) AD(       ) 1
 AG9552  ELLIP H (12/26/02)  240.667  (m)                       GP(       ) 3 2
 AG9552  NAD 83(1991)-  46 27 26.67546(N)    090 55 11.05953(W) AD(       ) 1
 AG9552  ELLIP H (04/30/98)  240.664  (m)                       GP(       ) 3 2
 AG9552
 AG9552.Superseded values are not recommended for survey control.
 AG9552
 AG9552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9552.See file dsdata.pdf to determine how the superseded data were derived.
 AG9552
 AG9552_MARKER: DD = SURVEY DISK
 AG9552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9552_STAMPING: 219 MAPLE HILL
 AG9552_MARK LOGO: WI-003
 AG9552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9552+STABILITY: SURFACE MOTION
 AG9552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9552+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9552
 AG9552  HISTORY     - Date     Condition        Report By
 AG9552  HISTORY     - 1996     MONUMENTED       WI-003
 AG9552
 AG9552                          STATION DESCRIPTION
 AG9552
 AG9552'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AG9552'THE STATION IS LOCATED ABOUT 13.8 KM (8.55 MI) SOUTH OF THE CITY OF
 AG9552'ASHLAND, ASHLAND COUNTY, WISCONSIN ON LAND OWNED BY THE TOWN OF WHITE
 AG9552'RIVER IN THE SE 1/4 OF THE SW 1/4 OF SECTION 18, T.46N., R.4W., TOWN
 AG9552'OF WHITE RIVER, ASHLAND COUNTY, WISCONSIN.  TO REACH THE STATION FROM
 AG9552'THE INTERSECTION OF U.S HIGHWAY 2 AND STATE TRUNK HIGHWAY 112 IN THE
 AG9552'CITY OF ASHLAND, WISCONSIN, GO SOUTH ON HIGHWAY 112, 13.8 KM (8.55 MI)
 AG9552'TO MAPLE HILL ROAD.  THEN GO WEST ON MAPLE HILL ROAD, 0.80 KM (0.50
 AG9552'MI) TO THE STATION.  THE STATION IS 9.1 M (29.9 FT) NORTH OF THE
 AG9552'CENTERLINE OF MAPLE HILL ROAD AND 6 M (19.7 FT) WEST OF THE CENTERLINE
 AG9552'OF A FIELD ROAD TO THE NORTH.  THE STATION IS A 8.89 CM (3.5 IN)
 AG9552'ALUMINUM CAP STAMPED---219 MAPLE HILL---SET IS THE TOP OF A ROUND
 AG9552'CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE
 AG9552'GROUND.  STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST WITH THE
 AG9552'SIGN (PLEASE PROTECT NEARBY GPS SURVEY MARKER)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5411 ***********************************************************************
 DH5411  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5411  DESIGNATION -  22 171W
 DH5411  PID         -  DH5411
 DH5411  STATE/COUNTY-  WI/MONROE
 DH5411  COUNTRY     -  US
 DH5411  USGS QUAD   -  OAKDALE (2018)
 DH5411
 DH5411                         *CURRENT SURVEY CONTROL
 DH5411  ______________________________________________________________________
 DH5411* NAD 83(2011) POSITION- 43 56 32.44899(N) 090 29 14.82904(W)   ADJUSTED
 DH5411* NAD 83(2011) ELLIP HT-   312.411 (meters)        (06/27/12)   ADJUSTED
 DH5411* NAD 83(2011) EPOCH   -  2010.00
 DH5411* NAVD 88 ORTHO HEIGHT -   346.31  (meters)     1136.2   (feet) GPS OBS
 DH5411  ______________________________________________________________________
 DH5411  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5411  GEOID HEIGHT    -        -33.899 (meters)                     GEOID12A
 DH5411  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 DH5411  NAD 83(2011) X  -    -39,135.991 (meters)                     COMP
 DH5411  NAD 83(2011) Y  - -4,599,982.437 (meters)                     COMP
 DH5411  NAD 83(2011) Z  -  4,403,698.128 (meters)                     COMP
 DH5411  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC18
 DH5411
 DH5411  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5411  Standards:
 DH5411         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5411            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5411  -------------------------------------------------------------------
 DH5411  NETWORK    0.25   0.37           0.11   0.09   0.19      0.08269689
 DH5411  -------------------------------------------------------------------
 DH5411  Click here for local accuracies and other accuracy information.
 DH5411
 DH5411.The horizontal coordinates were established by GPS observations
 DH5411.and adjusted by the National Geodetic Survey in June 2012.
 DH5411
 DH5411.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5411.been affixed to the stable North American tectonic plate. See 
 DH5411.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5411
 DH5411.The horizontal coordinates are valid at the epoch date displayed above
 DH5411.which is a decimal equivalence of Year/Month/Day.
 DH5411
 DH5411.The orthometric height was determined by GPS observations and a
 DH5411.high-resolution geoid model using precise GPS observation and
 DH5411.processing techniques.
 DH5411
 DH5411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5411.GEOID18 height accuracy estimate available here.
 DH5411
 DH5411.Click photographs - Photos may exist for this station.
 DH5411
 DH5411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5411
 DH5411.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5411
 DH5411.The ellipsoidal height was determined by GPS observations
 DH5411.and is referenced to NAD 83.
 DH5411
 DH5411. The following values were computed from the NAD 83(2011) position.
 DH5411
 DH5411;                    North         East     Units Scale Factor Converg.
 DH5411;SPC WI S     -   215,895.652   560,866.569   MT  0.99997712   -0 20 05.7
 DH5411;SPC WI S     -   708,317.65  1,840,109.74   sFT  0.99997712   -0 20 05.7
 DH5411;UTM  15      - 4,868,538.472   701,638.704   MT  1.00010009   +1 44 38.9
 DH5411
 DH5411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5411!SPC WI S     -   0.99995101  x   0.99997712  =   0.99992814
 DH5411!UTM  15      -   0.99995101  x   1.00010009  =   1.00005110
 DH5411
 DH5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0163868538(NAD 83)
 DH5411
 DH5411                          SUPERSEDED SURVEY CONTROL
 DH5411
 DH5411  NAD 83(2007)-  43 56 32.44899(N)    090 29 14.82984(W) AD(2002.00) 0
 DH5411  ELLIP H (02/10/07)  312.446  (m)                       GP(2002.00)    
 DH5411  NAD 83(1997)-  43 56 32.44899(N)    090 29 14.83036(W) AD(       ) 1
 DH5411  ELLIP H (08/01/05)  312.440  (m)                       GP(       ) 2 1
 DH5411  NAVD 88 (07/26/07)  346.31   (m)  GEOID03  model used  GPS OBS        
 DH5411
 DH5411.Superseded values are not recommended for survey control.
 DH5411
 DH5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5411.See file dsdata.pdf to determine how the superseded data were derived.
 DH5411
 DH5411_MARKER: DD = SURVEY DISK
 DH5411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5411_STAMPING: 22-171W 1997
 DH5411_MARK LOGO: WI-081
 DH5411_PROJECTION: FLUSH
 DH5411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5411+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH5411
 DH5411  HISTORY     - Date     Condition        Report By
 DH5411  HISTORY     - 1997     MONUMENTED       WI-081
 DH5411  HISTORY     - 20030303 GOOD             WIDT
 DH5411  HISTORY     - 20100907 GOOD             WIDT
 DH5411
 DH5411                          STATION DESCRIPTION
 DH5411
 DH5411'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5411'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5411'US HIGHWAY 12  WITH STATE HIGHWAY 16 WEST WITH STATE HIGHWAY 131 SOUTH
 DH5411'AT THE INTERSECTION OF  CLIFTON STREET WITH SUPERIOR AVENUE, GO SOUTH
 DH5411'ON STATE HIGHWAY 131--SUPERIOR  AVENUE FOR 1.7 MI TO HERITAGE AVENUE
 DH5411'ON THE RIGHT AND HIGHLAND AVENUE ON THE LEFT,  TURN LEFT AND GO
 DH5411'EASTERLY ON HIGHLAND AVENUE FOR 0.9 MI TO THE STATION ON THE LEFT.
 DH5411'THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL MARKER DISK SET
 DH5411'IN THE TOP OF  40-CM CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 DH5411'PAVEMENT.  THE STATION IS 6.9 M NORTH  OF THE CENTER LINE OF HIGHLAND
 DH5411'AVENUE, 0.1 MI WEST OF PRIVATE ENTRANCE--25499--, 27 M EAST  OF A
 DH5411'FIELD ENTRANCE, AND 1.0 M NORTH, SOUTHEAST, SOUTHWEST OF THREE ORANGE
 DH5411'4X4  PLASTIC WITNESS POSTS.  ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5411'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH5411
 DH5411                          STATION RECOVERY (2010)
 DH5411
 DH5411'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5411'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 71 M EAST-NORTHEAST
 DH5411'OF A --CURVES AHEAD-- WOOD SIGN POST AND 1.5 M EAST-SOUTHEAST OF A
 DH5411'STEEL FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5410 ***********************************************************************
 DH5410  DESIGNATION -  22 182W
 DH5410  PID         -  DH5410
 DH5410  STATE/COUNTY-  WI/MONROE
 DH5410  COUNTRY     -  US
 DH5410  USGS QUAD   -  TUNNEL CITY (2018)
 DH5410
 DH5410                         *CURRENT SURVEY CONTROL
 DH5410  ______________________________________________________________________
 DH5410* NAD 83(2011) POSITION- 44 01 19.65579(N) 090 36 36.59004(W)   ADJUSTED
 DH5410* NAD 83(2011) ELLIP HT-   262.516 (meters)        (06/27/12)   ADJUSTED
 DH5410* NAD 83(2011) EPOCH   -  2010.00
 DH5410* NAVD 88 ORTHO HEIGHT -   296.182 (meters)      971.72  (feet) ADJUSTED
 DH5410  ______________________________________________________________________
 DH5410  GEOID HEIGHT    -        -33.672 (meters)                     GEOID18
 DH5410  NAD 83(2011) X  -    -48,921.818 (meters)                     COMP
 DH5410  NAD 83(2011) Y  - -4,593,696.440 (meters)                     COMP
 DH5410  NAD 83(2011) Z  -  4,410,042.241 (meters)                     COMP
 DH5410  LAPLACE CORR    -         -5.73  (seconds)                    DEFLEC18
 DH5410  DYNAMIC HEIGHT  -        296.121 (meters)      971.52  (feet) COMP
 DH5410  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 DH5410
 DH5410  VERT ORDER      -  SECOND    CLASS I
 DH5410
 DH5410  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5410  Standards:
 DH5410         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5410            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5410  -------------------------------------------------------------------
 DH5410  NETWORK    0.26   0.43           0.11   0.10   0.22     -0.01519347
 DH5410  -------------------------------------------------------------------
 DH5410  Click here for local accuracies and other accuracy information.
 DH5410
 DH5410.The horizontal coordinates were established by GPS observations
 DH5410.and adjusted by the National Geodetic Survey in June 2012.
 DH5410
 DH5410.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5410.been affixed to the stable North American tectonic plate. See 
 DH5410.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5410
 DH5410.The horizontal coordinates are valid at the epoch date displayed above
 DH5410.which is a decimal equivalence of Year/Month/Day.
 DH5410
 DH5410.The orthometric height was determined by differential leveling and
 DH5410.adjusted by the WI DEPT OF TRANSP
 DH5410.in May 2012.
 DH5410
 DH5410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5410.GEOID18 height accuracy estimate available here.
 DH5410
 DH5410.Click photographs - Photos may exist for this station.
 DH5410
 DH5410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5410
 DH5410.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5410
 DH5410.The ellipsoidal height was determined by GPS observations
 DH5410.and is referenced to NAD 83.
 DH5410
 DH5410.The dynamic height is computed by dividing the NAVD 88
 DH5410.geopotential number by the normal gravity value computed on the
 DH5410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5410.degrees latitude (g = 980.6199 gals.).
 DH5410
 DH5410.The modeled gravity was interpolated from observed gravity values.
 DH5410
 DH5410. The following values were computed from the NAD 83(2011) position.
 DH5410
 DH5410;                    North         East     Units Scale Factor Converg.
 DH5410;SPC WI S     -   224,824.580   551,080.132   MT  0.99999126   -0 25 09.3
 DH5410;SPC WI S     -   737,611.98  1,808,002.07   sFT  0.99999126   -0 25 09.3
 DH5410;UTM  15      - 4,877,107.135   691,533.744   MT  1.00005121   +1 39 40.6
 DH5410
 DH5410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5410!SPC WI S     -   0.99995884  x   0.99999126  =   0.99995010
 DH5410!UTM  15      -   0.99995884  x   1.00005121  =   1.00001005
 DH5410
 DH5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9153377107(NAD 83)
 DH5410
 DH5410                          SUPERSEDED SURVEY CONTROL
 DH5410
 DH5410  NAD 83(2007)-  44 01 19.65581(N)    090 36 36.59079(W) AD(2002.00) 0
 DH5410  ELLIP H (02/10/07)  262.552  (m)                       GP(2002.00)    
 DH5410  NAD 83(1997)-  44 01 19.65582(N)    090 36 36.59133(W) AD(       ) 1
 DH5410  ELLIP H (08/01/05)  262.545  (m)                       GP(       ) 2 1
 DH5410  NAVD 88             296.17   (m)          971.7    (f) LEVELING    3  
 DH5410  NAVD 88 (04/20/07)  296.169  (m)          971.68   (f) SUPERSEDED  2 1
 DH5410
 DH5410.Superseded values are not recommended for survey control.
 DH5410
 DH5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5410.See file dsdata.pdf to determine how the superseded data were derived.
 DH5410
 DH5410_MARKER: DD = SURVEY DISK
 DH5410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5410_STAMPING: 22-182W 1997
 DH5410_MARK LOGO: WI-081
 DH5410_PROJECTION: FLUSH
 DH5410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5410+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DH5410
 DH5410  HISTORY     - Date     Condition        Report By
 DH5410  HISTORY     - 1997     MONUMENTED       WI-081
 DH5410  HISTORY     - 20030303 GOOD             WIDT
 DH5410  HISTORY     - 20051228 GOOD             WIDT
 DH5410  HISTORY     - 20061002 GOOD             WIDT
 DH5410  HISTORY     - 20100908 GOOD             WIDT
 DH5410  HISTORY     - 20180709 GOOD             WIDT
 DH5410
 DH5410                          STATION DESCRIPTION
 DH5410
 DH5410'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5410'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5410'US HIGHWAY 12  WITH STATE HIGHWAY 21 ABOUT 2.5 MI NORTH OF THE CITY OF
 DH5410'TOMAH, GO WEST ON STATE  HIGHWAY 21 FOR 4.7 MI TO COUNTY HIGHWAY E ON
 DH5410'THE RIGHT, TURN RIGHT AND GO NORTH  ON COUNTY HIGHWAY E FOR 1.1 MI TO
 DH5410'EGRET AVENUE, TURN LEFT AND GO WEST ON COUNTY  HIGHWAY E FOR 0.4 MI TO
 DH5410'THE STATION ON THE LEFT.  THE STATION IS BRONZE MONROE COUNTY
 DH5410'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 40-CM DIAMETER
 DH5410'CONCRETE POST  FLUSH WITH THE GROUND  AND ABOUT LEVEL WITH THE HIGHWAY
 DH5410'PAVEMENT.  THE STATION IS 6.9 M SOUTH OF THE  CENTERLINE  OF COUNTY
 DH5410'HIGHWAY E, 0.15 MI EAST OF EDGEWATER ROAD, 32.4 M WEST OF A POWER
 DH5410'POLE, 26.9 M  SOUTHEAST OF A WOOD POST FOR A --RIGHT TURN CURVE--
 DH5410'SIGN, 1.0 M SOUTH, NORTHWEST,  NORTHEAST OF THREE ORANGE 4X4 PLASTIC
 DH5410'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO  OBSTRUCTIONS EXTENDING
 DH5410'HIGHER THAN 15 DEGREES ABOVE  THE HORIZON EXCEPT FOR THE POWER LINES
 DH5410'DIRECTLY ABOVE.
 DH5410
 DH5410                          STATION RECOVERY (2005)
 DH5410
 DH5410'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5410'RECOVERED AS DESCRIBED.
 DH5410
 DH5410                          STATION RECOVERY (2006)
 DH5410
 DH5410'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH5410'RECOVERED IN GOOD CONDITION.
 DH5410
 DH5410                          STATION RECOVERY (2010)
 DH5410
 DH5410'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5410'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.35 MILE (NOT 0.4
 DH5410'MILE) WEST OF EGRET AVENUE AND 0.12 MILE EAST OF EDGEWATER ROAD.
 DH5410
 DH5410                          STATION RECOVERY (2018)
 DH5410
 DH5410'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DH5410'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4700 ***********************************************************************
 DJ4700  DESIGNATION -  22 195W
 DJ4700  PID         -  DJ4700
 DJ4700  STATE/COUNTY-  WI/MONROE
 DJ4700  COUNTRY     -  US
 DJ4700  USGS QUAD   -  FOUR CORNERS (2018)
 DJ4700
 DJ4700                         *CURRENT SURVEY CONTROL
 DJ4700  ______________________________________________________________________
 DJ4700* NAD 83(2011) POSITION- 44 06 21.77525(N) 090 57 30.42683(W)   ADJUSTED
 DJ4700* NAD 83(2011) ELLIP HT-   223.037 (meters)        (06/27/12)   ADJUSTED
 DJ4700* NAD 83(2011) EPOCH   -  2010.00
 DJ4700* NAVD 88 ORTHO HEIGHT -   255.654 (meters)      838.76  (feet) ADJUSTED
 DJ4700  ______________________________________________________________________
 DJ4700  GEOID HEIGHT    -        -32.620 (meters)                     GEOID18
 DJ4700  NAD 83(2011) X  -    -76,735.820 (meters)                     COMP
 DJ4700  NAD 83(2011) Y  - -4,586,801.381 (meters)                     COMP
 DJ4700  NAD 83(2011) Z  -  4,416,715.544 (meters)                     COMP
 DJ4700  LAPLACE CORR    -         -6.81  (seconds)                    DEFLEC18
 DJ4700  DYNAMIC HEIGHT  -        255.612 (meters)      838.62  (feet) COMP
 DJ4700  MODELED GRAVITY -    980,447.4   (mgal)                       NAVD 88
 DJ4700
 DJ4700  VERT ORDER      -  SECOND    CLASS I
 DJ4700
 DJ4700  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4700  Standards:
 DJ4700         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4700            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4700  -------------------------------------------------------------------
 DJ4700  NETWORK    0.33   0.31           0.15   0.12   0.16      0.11412827
 DJ4700  -------------------------------------------------------------------
 DJ4700  Click here for local accuracies and other accuracy information.
 DJ4700
 DJ4700.The horizontal coordinates were established by GPS observations
 DJ4700.and adjusted by the National Geodetic Survey in June 2012.
 DJ4700
 DJ4700.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4700.been affixed to the stable North American tectonic plate. See 
 DJ4700.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4700
 DJ4700.The horizontal coordinates are valid at the epoch date displayed above
 DJ4700.which is a decimal equivalence of Year/Month/Day.
 DJ4700
 DJ4700.The orthometric height was determined by differential leveling and
 DJ4700.adjusted by the WI DEPT OF TRANSP
 DJ4700.in May 2012.
 DJ4700
 DJ4700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4700.GEOID18 height accuracy estimate available here.
 DJ4700
 DJ4700.Click photographs - Photos may exist for this station.
 DJ4700
 DJ4700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4700
 DJ4700.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4700
 DJ4700.The ellipsoidal height was determined by GPS observations
 DJ4700.and is referenced to NAD 83.
 DJ4700
 DJ4700.The dynamic height is computed by dividing the NAVD 88
 DJ4700.geopotential number by the normal gravity value computed on the
 DJ4700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4700.degrees latitude (g = 980.6199 gals.).
 DJ4700
 DJ4700.The modeled gravity was interpolated from observed gravity values.
 DJ4700
 DJ4700. The following values were computed from the NAD 83(2011) position.
 DJ4700
 DJ4700;                    North         East     Units Scale Factor Converg.
 DJ4700;SPC WI S     -   234,411.474   523,264.338   MT  1.00000824   -0 39 30.8
 DJ4700;SPC WI S     -   769,064.98  1,716,743.08   sFT  1.00000824   -0 39 30.8
 DJ4700;UTM  15      - 4,885,677.942   663,388.613   MT  0.99992834   +1 25 16.3
 DJ4700
 DJ4700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4700!SPC WI S     -   0.99996503  x   1.00000824  =   0.99997327
 DJ4700!UTM  15      -   0.99996503  x   0.99992834  =   0.99989337
 DJ4700
 DJ4700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6338885677(NAD 83)
 DJ4700
 DJ4700                          SUPERSEDED SURVEY CONTROL
 DJ4700
 DJ4700  NAD 83(2007)-  44 06 21.77526(N)    090 57 30.42768(W) AD(2002.00) 1
 DJ4700  ELLIP H (07/29/08)  223.068  (m)                       GP(2002.00) 3 1
 DJ4700  NAVD 88             255.64   (m)          838.7    (f) LEVELING    3  
 DJ4700  NAVD 88 (07/08/08)  255.644  (m)          838.73   (f) SUPERSEDED  2 1
 DJ4700
 DJ4700.Superseded values are not recommended for survey control.
 DJ4700
 DJ4700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4700.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4700
 DJ4700_MARKER: DD = SURVEY DISK
 DJ4700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4700_STAMPING: 22-195W 1996
 DJ4700_MARK LOGO: WI-081
 DJ4700_PROJECTION: FLUSH
 DJ4700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4700+STABILITY: SURFACE MOTION
 DJ4700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4700+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2022
 DJ4700
 DJ4700  HISTORY     - Date     Condition        Report By
 DJ4700  HISTORY     - 1996     MONUMENTED       WI-081
 DJ4700  HISTORY     - 20061004 GOOD             WIDT
 DJ4700  HISTORY     - 20100830 GOOD             WIDT
 DJ4700  HISTORY     - 20220705 GOOD             WI-053
 DJ4700
 DJ4700                          STATION DESCRIPTION
 DJ4700
 DJ4700'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4700'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 EAST WITH
 DJ4700'STATE HIGHWAY 108 AND STATE HIGHWAY 71 WEST ABOUT 1.5 MI (2.4 KM)
 DJ4700'SOUTH OF THE VILLAGE OF MELROSE, GO EAST-SOUTHEAST ON STATE HIGHWAY 71
 DJ4700'FOR 1.4 MI (2.3 KM) TO CABIN AVENUE ON THE LEFT, TURN LEFT AND GO EAST
 DJ4700'ON CABIN AVENUE FOR 0.7 MI (1.1 KM) TO BACKTRAIL ROAD, TURN LEFT AND
 DJ4700'GO NORTH ON BACKTRAIL ROAD FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 DJ4700'RIGHT.  THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL STATION
 DJ4700'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST,
 DJ4700'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DJ4700'THE STATION IS 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF BACKTRAIL
 DJ4700'ROAD, 157 M (515.1 FT) SOUTH OF A PRIVATE ENTRANCE --4494--, 23.8 M
 DJ4700'(78.1 FT) SOUTHEAST OF A POWER POLE --423--, AND 1.0 M (3.3 FT) EAST,
 DJ4700'NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DJ4700'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4700'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4700
 DJ4700                          STATION RECOVERY (2010)
 DJ4700
 DJ4700'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4700'RECOVERED IN GOOD CONDITION.  NOTE---THE POWER POLES WILL SOON BE
 DJ4700'REPLACED.
 DJ4700
 DJ4700                          STATION RECOVERY (2022)
 DJ4700
 DJ4700'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2022 (CB)
 DJ4700'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5227 ***********************************************************************
 DK5227  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5227  DESIGNATION -  22 LINCOLN C GPS
 DK5227  PID         -  DK5227
 DK5227  STATE/COUNTY-  WI/TREMPEALEAU
 DK5227  COUNTRY     -  US
 DK5227  USGS QUAD   -  WHITEHALL (2018)
 DK5227
 DK5227                         *CURRENT SURVEY CONTROL
 DK5227  ______________________________________________________________________
 DK5227* NAD 83(2011) POSITION- 44 22 15.48732(N) 091 20 44.27337(W)   ADJUSTED
 DK5227* NAD 83(2011) ELLIP HT-   220.807 (meters)        (06/27/12)   ADJUSTED
 DK5227* NAD 83(2011) EPOCH   -  2010.00
 DK5227* NAVD 88 ORTHO HEIGHT -   252.08  (meters)      827.0   (feet) GPS OBS
 DK5227  ______________________________________________________________________
 DK5227  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5227  GEOID HEIGHT    -        -31.272 (meters)                     GEOID12A
 DK5227  GEOID HEIGHT    -        -31.265 (meters)                     GEOID18
 DK5227  NAD 83(2011) X  -   -107,247.083 (meters)                     COMP
 DK5227  NAD 83(2011) Y  - -4,565,644.787 (meters)                     COMP
 DK5227  NAD 83(2011) Z  -  4,437,804.669 (meters)                     COMP
 DK5227  LAPLACE CORR    -         -5.43  (seconds)                    DEFLEC18
 DK5227
 DK5227  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5227  Standards:
 DK5227         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5227            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5227  -------------------------------------------------------------------
 DK5227  NETWORK    0.32   0.31           0.14   0.12   0.16      0.10276333
 DK5227  -------------------------------------------------------------------
 DK5227  Click here for local accuracies and other accuracy information.
 DK5227
 DK5227.The horizontal coordinates were established by GPS observations
 DK5227.and adjusted by the National Geodetic Survey in June 2012.
 DK5227
 DK5227.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5227.been affixed to the stable North American tectonic plate. See 
 DK5227.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5227
 DK5227.The horizontal coordinates are valid at the epoch date displayed above
 DK5227.which is a decimal equivalence of Year/Month/Day.
 DK5227
 DK5227.The orthometric height was determined by GPS observations and a
 DK5227.high-resolution geoid model using precise GPS observation and
 DK5227.processing techniques.
 DK5227
 DK5227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5227.GEOID18 height accuracy estimate available here.
 DK5227
 DK5227.Click photographs - Photos may exist for this station.
 DK5227
 DK5227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5227
 DK5227.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5227
 DK5227.The ellipsoidal height was determined by GPS observations
 DK5227.and is referenced to NAD 83.
 DK5227
 DK5227. The following values were computed from the NAD 83(2011) position.
 DK5227
 DK5227;                    North         East     Units Scale Factor Converg.
 DK5227;SPC WI C     -    60,629.631   492,753.889   MT  0.99997933   -0 56 58.0
 DK5227;SPC WI C     -   198,915.71  1,616,643.38   sFT  0.99997933   -0 56 58.0
 DK5227;UTM  15      - 4,914,407.773   631,808.734   MT  0.99981366   +1 09 25.4
 DK5227
 DK5227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5227!SPC WI C     -   0.99996538  x   0.99997933  =   0.99994471
 DK5227!UTM  15      -   0.99996538  x   0.99981366  =   0.99977905
 DK5227
 DK5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3180814407(NAD 83)
 DK5227
 DK5227                          SUPERSEDED SURVEY CONTROL
 DK5227
 DK5227  NAD 83(2007)-  44 22 15.48745(N)    091 20 44.27420(W) AD(2002.00) 1
 DK5227  ELLIP H (07/29/08)  220.838  (m)                       GP(2002.00) 3 1
 DK5227  NAVD 88 (07/29/08)  252.07   (m)  GEOID03  model used  GPS OBS        
 DK5227
 DK5227.Superseded values are not recommended for survey control.
 DK5227
 DK5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5227.See file dsdata.pdf to determine how the superseded data were derived.
 DK5227
 DK5227_MARKER: DD = SURVEY DISK
 DK5227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5227_STAMPING: 22 LINCOLN C GPS 1995
 DK5227_MARK LOGO: WI-121
 DK5227_PROJECTION: FLUSH
 DK5227_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5227+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2011
 DK5227
 DK5227  HISTORY     - Date     Condition        Report By
 DK5227  HISTORY     - 1995     MONUMENTED       WI-121
 DK5227  HISTORY     - 20061025 GOOD             WIDT
 DK5227  HISTORY     - 20111020 GOOD             WIDT
 DK5227
 DK5227                          STATION DESCRIPTION
 DK5227
 DK5227'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5227'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 (MAIN STREET)
 DK5227'WITH STATE HIGHWAY 121 WEST (DEWEY STREET) IN THE CITY OF WHITEHALL,
 DK5227'GO WEST ON STATE HIGHWAY 121 (DEWEY STREET) FOR 0.6 MI (1.0 KM) TO
 DK5227'JUROWSKI DRIVE ON THE RIGHT AND KOPP STREET ON THE LEFT, CONTINUE WEST
 DK5227'ON STATE HIGHWAY 121 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DK5227'THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION
 DK5227'DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST,
 DK5227'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DK5227'PAVEMENT.  THE STATION IS 13.5 M (44.3 FT) NORTH OF THE CENTERLINE OF
 DK5227'STATE HIGHWAY 121, 69 M (226.4 FT) WEST OF A PRIVATE ENTRANCE
 DK5227'--W19864--, 16.5 M (54.1 FT) EAST OF A TELEPHONE PEDESTAL --1915
 DK5227'LP2--, 0.6 M (2.0 FT) NORTHWEST AND SOUTHEAST OF A METAL WITNESS POST
 DK5227'WITH A WHITE PLAQUE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5227'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DK5227'FOR TREES TO THE NORTHEAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DK5227
 DK5227                          STATION RECOVERY (2011)
 DK5227
 DK5227'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5227'NOTE - - STATION IS 1 M (3.3 FT) EAST AND NORTH OF AN ORANGE 4X4
 DK5227'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0772 ***********************************************************************
 RM0772  DESIGNATION -  22 WMC ET
 RM0772  PID         -  RM0772
 RM0772  STATE/COUNTY-  WI/BAYFIELD
 RM0772  COUNTRY     -  US
 RM0772  USGS QUAD   -  BAYFIELD (2018)
 RM0772
 RM0772                         *CURRENT SURVEY CONTROL
 RM0772  ______________________________________________________________________
 RM0772* NAD 83(1996) POSITION- 46 48 36.31675(N) 090 48 41.06606(W)   ADJUSTED
 RM0772* NAVD 88 ORTHO HEIGHT -   185.036 (meters)      607.07  (feet) ADJUSTED
 RM0772  ______________________________________________________________________
 RM0772  GEOID HEIGHT    -        -31.789 (meters)                     GEOID18
 RM0772  LAPLACE CORR    -         -5.45  (seconds)                    DEFLEC18
 RM0772  DYNAMIC HEIGHT  -        185.048 (meters)      607.11  (feet) COMP
 RM0772  MODELED GRAVITY -    980,674.3   (mgal)                       NAVD 88
 RM0772
 RM0772  HORZ ORDER      -  THIRD
 RM0772  VERT ORDER      -  SECOND    CLASS I
 RM0772
 RM0772.The horizontal coordinates were established by classical geodetic methods
 RM0772.and adjusted by the National Geodetic Survey in March 1999.
 RM0772
 RM0772.The orthometric height was determined by differential leveling and
 RM0772.adjusted by the NATIONAL GEODETIC SURVEY
 RM0772.in February 2017.
 RM0772
 RM0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0772.GEOID18 height accuracy estimate available here.
 RM0772
 RM0772.Click photographs - Photos may exist for this station.
 RM0772
 RM0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0772
 RM0772.The dynamic height is computed by dividing the NAVD 88
 RM0772.geopotential number by the normal gravity value computed on the
 RM0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0772.degrees latitude (g = 980.6199 gals.).
 RM0772
 RM0772.The modeled gravity was interpolated from observed gravity values.
 RM0772
 RM0772. The following values were computed from the NAD 83(1996) position.
 RM0772
 RM0772;                    North         East     Units Scale Factor Converg.
 RM0772;SPC WI N     -   182,981.536   538,069.853   MT  1.00000823   -0 35 07.2
 RM0772;SPC WI N     -   600,331.92  1,765,317.51   sFT  1.00000823   -0 35 07.2
 RM0772;UTM  15      - 5,186,385.896   666,975.165   MT  0.99994269   +1 35 45.8
 RM0772
 RM0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0772!SPC WI N     -   0.99997598  x   1.00000823  =   0.99998421
 RM0772!UTM  15      -   0.99997598  x   0.99994269  =   0.99991867
 RM0772
 RM0772:                Primary Azimuth Mark                     Grid Az
 RM0772:SPC WI N     -  STA 4                                    090 07 03.2
 RM0772:UTM  15      -  STA 4                                    087 56 10.2
 RM0772
 RM0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6697586385(NAD 83)
 RM0772
 RM0772|---------------------------------------------------------------------|
 RM0772| PID    Reference Object                     Distance      Geod. Az  |
 RM0772|                                                           dddmmss.s |
 RM0772| RM0713 STA 4                               APPROX. 6.4 KM 0893156.0 |
 RM0772| CJ2819 ET 22 WMC RM 1                                     18529     |
 RM0772|---------------------------------------------------------------------|
 RM0772
 RM0772                          SUPERSEDED SURVEY CONTROL
 RM0772
 RM0772  NAD 83(1991)-  46 48 36.31757(N)    090 48 41.06454(W) AD(       ) 3
 RM0772  NAD 83(1986)-  46 48 36.31132(N)    090 48 41.05896(W) AD(       ) 3
 RM0772  NAD 27      -  46 48 36.51062(N)    090 48 40.40361(W) AD(       ) 3
 RM0772  NAD 27      -  46 48 36.54989(N)    090 48 40.41219(W) AD(       ) 2
 RM0772  NAVD 88 (07/25/13)  185.052  (m)          607.12   (f) SUPERSEDED  2 1
 RM0772
 RM0772.Superseded values are not recommended for survey control.
 RM0772
 RM0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0772.See file dsdata.pdf to determine how the superseded data were derived.
 RM0772
 RM0772_MARKER: DD = SURVEY DISK
 RM0772_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RM0772_SP_SET: BREAKWATER
 RM0772_STAMPING: 22 WMC 1963 607 ET
 RM0772_MARK LOGO: USGS
 RM0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0772+STABILITY: SURFACE MOTION
 RM0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0772+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 RM0772
 RM0772  HISTORY     - Date     Condition        Report By
 RM0772  HISTORY     - 1963     MONUMENTED       USGS
 RM0772  HISTORY     - 1978     GOOD             USGS
 RM0772  HISTORY     - 20000308 GOOD             USPSQD
 RM0772  HISTORY     - 20020730 GOOD             USPSQD
 RM0772  HISTORY     - 20031031 GOOD             USPSQD
 RM0772  HISTORY     - 20120626 GOOD             WIDT
 RM0772
 RM0772                          STATION DESCRIPTION
 RM0772
 RM0772'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (JRS)
 RM0772'THE STATION IS LOCATED ON THE MOST SOUTHEASTERLY OF THREE
 RM0772'CONNECTING CONCRETE BREAKWATERS ON THE NORTH SIDE OF THE
 RM0772'ENTRANCE TO BAYFIELD HARBOR.
 RM0772'
 RM0772'TO REACH FROM THE FERRY LANDING IN BAYFIELD, GO EASTERLY ALONG
 RM0772'THE PIER TO WHERE THE PIER MAKES A T-JUNCTION.  TURN RIGHT
 RM0772'AND GO SOUTHWESTERLY TO THE END OF THE PIER AND THE MARK
 RM0772'53 FEET TO THE SOUTHEAST.
 RM0772'
 RM0772'THE STATION IS A USGS STATION MARK DISK
 RM0772'STAMPED---ELEV 607 FT 22 WMC 1963 ET---, CEMENTED IN A DRILL
 RM0772'HOLE IN THE MOST SOUTHEASTERLY OF THREE CONNECTING ROUND
 RM0772'CONCRETE BREAKWATERS.  IT IS
 RM0772'94.8 FEET WEST-SOUTHWEST FROM A RED NAVIGATION LIGHT,
 RM0772'53 FEET SOUTHEAST FROM THE SOUTH END OF A CONCRETE PIER, AND
 RM0772'7 FEET SOUTHEAST FROM A 30-INCH SQUARE CONCRETE FOOTING.
 RM0772'
 RM0772'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.3 METERS.
 RM0772'THIS STATION USED FOR AZIMUTH MARK FOR STATION LA POINTE.
 RM0772
 RM0772                          STATION RECOVERY (2000)
 RM0772
 RM0772'RECOVERY NOTE BY US POWER SQUADRON 2000
 RM0772'RECOVERED IN GOOD CONDITION.
 RM0772
 RM0772                          STATION RECOVERY (2002)
 RM0772
 RM0772'RECOVERY NOTE BY US POWER SQUADRON 2002
 RM0772'RECOVERED AS DESCRIBED
 RM0772
 RM0772                          STATION RECOVERY (2003)
 RM0772
 RM0772'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 RM0772'RECOVERED AS DESCRIBED
 RM0772
 RM0772                          STATION RECOVERY (2012)
 RM0772
 RM0772'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0772'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0392 ***********************************************************************
 ON0392  DESIGNATION -  220 CAP
 ON0392  PID         -  ON0392
 ON0392  STATE/COUNTY-  WI/CRAWFORD
 ON0392  COUNTRY     -  US
 ON0392  USGS QUAD   -  FERRYVILLE (2018)
 ON0392
 ON0392                         *CURRENT SURVEY CONTROL
 ON0392  ______________________________________________________________________
 ON0392* NAD 83(1986) POSITION- 43 18 18.     (N) 091 03 15.     (W)   SCALED
 ON0392* NAVD 88 ORTHO HEIGHT -   191.395 (meters)      627.94  (feet) ADJUSTED
 ON0392  ______________________________________________________________________
 ON0392  GEOID HEIGHT    -        -32.128 (meters)                     GEOID18
 ON0392  DYNAMIC HEIGHT  -        191.349 (meters)      627.78  (feet) COMP
 ON0392  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 ON0392
 ON0392  VERT ORDER      -  FIRST     CLASS I
 ON0392
 ON0392.The horizontal coordinates were scaled from a map and have
 ON0392.an estimated accuracy of +/- 6 seconds.
 ON0392
 ON0392.The orthometric height was determined by differential leveling and
 ON0392.adjusted by the NATIONAL GEODETIC SURVEY
 ON0392.in June 1991.
 ON0392
 ON0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0392.GEOID18 height accuracy estimate available here.
 ON0392
 ON0392.Click photographs - Photos may exist for this station.
 ON0392
 ON0392.The dynamic height is computed by dividing the NAVD 88
 ON0392.geopotential number by the normal gravity value computed on the
 ON0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0392.degrees latitude (g = 980.6199 gals.).
 ON0392
 ON0392.The modeled gravity was interpolated from observed gravity values.
 ON0392
 ON0392;                    North         East    Units  Estimated Accuracy
 ON0392;SPC WI S     -   145,510.      514,480.      MT  (+/- 180 meters Scaled)
 ON0392
 ON0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH578965(NAD 83)
 ON0392
 ON0392                          SUPERSEDED SURVEY CONTROL
 ON0392
 ON0392  NGVD 29 (??/??/92)  191.457  (m)          628.14   (f) ADJ UNCH    1 1
 ON0392
 ON0392.Superseded values are not recommended for survey control.
 ON0392
 ON0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0392.See file dsdata.pdf to determine how the superseded data were derived.
 ON0392
 ON0392_MARKER: P = PIPE CAP
 ON0392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0392_STAMPING: 43 DEG 18 MIN 22 SEC 91 DEG 02 MIN 18 SEC
 ON0392_MARK LOGO: MRC
 ON0392_PROJECTION: RECESSED 30 CENTIMETERS
 ON0392_MAGNETIC: P = MARKER IS A STEEL PIPE
 ON0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0392
 ON0392  HISTORY     - Date     Condition        Report By
 ON0392  HISTORY     - UNK      MONUMENTED       MRC
 ON0392  HISTORY     - 1970     GOOD             NGS
 ON0392
 ON0392                          STATION DESCRIPTION
 ON0392
 ON0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0392'3.8 MI SE FROM FERRYVILLE.
 ON0392'ABOUT 3.8 MILES SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0392'FROM THE STATION AT FERRYVILLE, 29.3 FEET EAST OF THE EAST
 ON0392'RAIL OF THE EAST TRACK, 45.5 FEET WEST OF THE CENTER LINE OF
 ON0392'STATE HIGHWAY 35, 41.0 FEET NORTH OF A TELEPHONE POLE, 18 1/2
 ON0392'FEET SOUTHWEST OF THE SOUTHWEST END OF A 30-INCH METAL CULVERT
 ON0392'UNDER THE HIGHWAY, 20.9 FEET EAST-SOUTHEAST OF BENCH MARK X
 ON0392'122, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 20 FEET
 ON0392'BELOW THE LEVEL OF THE HIGHWAY, ABOUT 8 1/2 FEET BELOW THE
 ON0392'LEVEL OF THE TRACK, AND IS A MISSISSIPPI RIVER COMMISSION CAP
 ON0392'ON THE TOP OF A 4-INCH IRON PIPE WHICH IS 1 FOOT BELOW THE
 ON0392'SURFACE OF THE GROUND.  SEC 35, T 10 N, R 6 W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9935 ***********************************************************************
 AF9935  DESIGNATION -  220 FERRY LAKE GPS
 AF9935  PID         -  AF9935
 AF9935  STATE/COUNTY-  WI/IRON
 AF9935  COUNTRY     -  US
 AF9935  USGS QUAD   -  WILSON LAKE (2018)
 AF9935
 AF9935                         *CURRENT SURVEY CONTROL
 AF9935  ______________________________________________________________________
 AF9935* NAD 83(2011) POSITION- 46 01 31.91186(N) 090 05 08.29622(W)   ADJUSTED
 AF9935* NAD 83(2011) ELLIP HT-   453.520 (meters)        (06/27/12)   ADJUSTED
 AF9935* NAD 83(2011) EPOCH   -  2010.00
 AF9935* NAVD 88 ORTHO HEIGHT -   484.3   (meters)     1589.    (feet) GPS OBS
 AF9935  ______________________________________________________________________
 AF9935  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9935  GEOID HEIGHT    -        -30.717 (meters)                     GEOID96
 AF9935  GEOID HEIGHT    -        -30.787 (meters)                     GEOID18
 AF9935  NAD 83(2011) X  -     -6,631.206 (meters)                     COMP
 AF9935  NAD 83(2011) Y  - -4,436,588.251 (meters)                     COMP
 AF9935  NAD 83(2011) Z  -  4,567,544.776 (meters)                     COMP
 AF9935  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 AF9935
 AF9935  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9935  Standards:
 AF9935         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9935            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9935  -------------------------------------------------------------------
 AF9935  NETWORK    0.63   1.98           0.29   0.21   1.01      0.06578981
 AF9935  -------------------------------------------------------------------
 AF9935  Click here for local accuracies and other accuracy information.
 AF9935
 AF9935.The horizontal coordinates were established by GPS observations
 AF9935.and adjusted by the National Geodetic Survey in June 2012.
 AF9935
 AF9935.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9935.been affixed to the stable North American tectonic plate. See 
 AF9935.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9935
 AF9935.The horizontal coordinates are valid at the epoch date displayed above
 AF9935.which is a decimal equivalence of Year/Month/Day.
 AF9935
 AF9935.The orthometric height was determined by GPS observations and a
 AF9935.high-resolution geoid model.
 AF9935
 AF9935.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9935.GEOID18 height accuracy estimate available here.
 AF9935
 AF9935.Click photographs - Photos may exist for this station.
 AF9935
 AF9935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9935
 AF9935.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9935
 AF9935.The ellipsoidal height was determined by GPS observations
 AF9935.and is referenced to NAD 83.
 AF9935
 AF9935. The following values were computed from the NAD 83(2011) position.
 AF9935
 AF9935;                    North         East     Units Scale Factor Converg.
 AF9935;SPC WI N     -    95,461.091   593,369.606   MT  0.99994841   -0 03 42.4
 AF9935;SPC WI N     -   313,191.93  1,946,746.78   sFT  0.99994841   -0 03 42.4
 AF9935;UTM  15      - 5,101,014.234   725,558.623   MT  1.00022549   +2 05 53.5
 AF9935
 AF9935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9935!SPC WI N     -   0.99992891  x   0.99994841  =   0.99987732
 AF9935!UTM  15      -   0.99992891  x   1.00022549  =   1.00015438
 AF9935
 AF9935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2555801014(NAD 83)
 AF9935
 AF9935                          SUPERSEDED SURVEY CONTROL
 AF9935
 AF9935  NAD 83(2007)-  46 01 31.91197(N)    090 05 08.29690(W) AD(2002.00) 0
 AF9935  ELLIP H (02/10/07)  453.548  (m)                       GP(2002.00)    
 AF9935  NAD 83(1997)-  46 01 31.91208(N)    090 05 08.29746(W) AD(       ) 1
 AF9935  ELLIP H (12/26/02)  453.563  (m)                       GP(       ) 3 2
 AF9935  NAD 83(1991)-  46 01 31.91178(N)    090 05 08.29623(W) AD(       ) 1
 AF9935  ELLIP H (04/30/98)  453.566  (m)                       GP(       ) 3 2
 AF9935
 AF9935.Superseded values are not recommended for survey control.
 AF9935
 AF9935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9935.See file dsdata.pdf to determine how the superseded data were derived.
 AF9935
 AF9935_MARKER: DD = SURVEY DISK
 AF9935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9935_STAMPING: 220 FERRY LAKE
 AF9935_MARK LOGO: WI-003
 AF9935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9935+STABILITY: SURFACE MOTION
 AF9935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9935+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AF9935
 AF9935  HISTORY     - Date     Condition        Report By
 AF9935  HISTORY     - 1996     MONUMENTED       WI-003
 AF9935  HISTORY     - 20030426 GOOD             USPSQD
 AF9935  HISTORY     - 20041125 GOOD             USPSQD
 AF9935  HISTORY     - 20050829 GOOD             WIDT
 AF9935
 AF9935                          STATION DESCRIPTION
 AF9935
 AF9935'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AF9935'THE STATION IS LOCATED ABOUT 36.2 KM (22.50 MI) EAST OF THE CITY OF
 AF9935'PARK FALLS, PRICE COUNTY, WISCONSIN NEAR THE INTERSECTION OF WISCONSIN
 AF9935'STATE TRUNK HIGHWAY 182 AND FERRY LAKE ROAD IN THE SE 1/4 OF THE SW
 AF9935'1/4 OF SECTION 14, T.41N., R.3E., IN THE TOWN OF SHERMAN, IRON COUNTY,
 AF9935'WISCONSIN.  TO REACH THE STATION FROM THE INTERSECTION OF STATE TRUNK
 AF9935'HIGHWAYS 13 AND 182 IN THE CITY OF PARK FALLS, PRICE COUNTY,
 AF9935'WISCONSIN, GO EAST ALONG HIGHWAY 182 36.2 KM (22.50 MI) TO FERRY ROAD
 AF9935'AND THE STATION.  THE STATION IS 10.7 M (35.1 FT) NORTH OF AND 7.6 M
 AF9935'(24.9 FT) WEST OF THE INTERSECTION OF HIGHWAY 182 AND FERRY LAKE ROAD.
 AF9935'THE STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP STAMPED---220 FERRY
 AF9935'LAKE---SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30.48 CM (12 IN) IN
 AF9935'DIAMETER LOCATED FLUSH WITH THE GROUND. STATION IS 1 M (3.3 FT) SOUTH
 AF9935'OF A STEEL FENCE POST BEARING THE SIGN (PLEASE DO NOT DISTURB NEARBY
 AF9935'GPS SURVEY MARKER)
 AF9935
 AF9935                          STATION RECOVERY (2003)
 AF9935
 AF9935'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AF9935'RECOVERED IN GOOD CONDITION.  THE STATION IS ABOUT 7.1 MILE WEST OF
 AF9935'THE INTERSECTION OF HIGHWAYS 47 AND 182, ABOUT 69 FEET WEST OF
 AF9935''ADOPT-A-HIGHWAY' SIGN ON THE NORTH SIDE OF THE T-INTERSECTION OF HWY
 AF9935'182 AND FERRY ROAD.  THE WITNESS POST HAS A YELLOW SIGN.  THERE ARE NO
 AF9935'OBSTRUCTIONS ABOVE 15 DEGREES.
 AF9935
 AF9935                          STATION RECOVERY (2004)
 AF9935
 AF9935'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 AF9935'RECOVERED IN GOOD CONDITION.
 AF9935
 AF9935                          STATION RECOVERY (2005)
 AF9935
 AF9935'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 AF9935'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 0.5 M SOUTH OF A
 AF9935'STEEL FENCE POST WITH A YELLOW GPS WITNESS PLAQUE ON IT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9595 ***********************************************************************
 AG9595  DESIGNATION -  2201 PLEASANT LAKE RESET
 AG9595  PID         -  AG9595
 AG9595  STATE/COUNTY-  WI/IRON
 AG9595  COUNTRY     -  US
 AG9595  USGS QUAD   -  TURNTABLE CREEK (2018)
 AG9595
 AG9595                         *CURRENT SURVEY CONTROL
 AG9595  ______________________________________________________________________
 AG9595* NAD 83(2011) POSITION- 46 15 36.66707(N) 090 20 24.80283(W)   ADJUSTED
 AG9595* NAD 83(2011) ELLIP HT-   506.129 (meters)        (06/27/12)   ADJUSTED
 AG9595* NAD 83(2011) EPOCH   -  2010.00
 AG9595* NAVD 88 ORTHO HEIGHT -   536.8   (meters)     1761.    (feet) GPS OBS
 AG9595  ______________________________________________________________________
 AG9595  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9595  GEOID HEIGHT    -        -30.576 (meters)                     GEOID96
 AG9595  GEOID HEIGHT    -        -30.648 (meters)                     GEOID18
 AG9595  NAD 83(2011) X  -    -26,232.917 (meters)                     COMP
 AG9595  NAD 83(2011) Y  - -4,417,742.867 (meters)                     COMP
 AG9595  NAD 83(2011) Z  -  4,585,655.844 (meters)                     COMP
 AG9595  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 AG9595
 AG9595  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9595  Standards:
 AG9595         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9595            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9595  -------------------------------------------------------------------
 AG9595  NETWORK    1.43   4.96           0.66   0.48   2.53      0.01703994
 AG9595  -------------------------------------------------------------------
 AG9595  Click here for local accuracies and other accuracy information.
 AG9595
 AG9595.The horizontal coordinates were established by GPS observations
 AG9595.and adjusted by the National Geodetic Survey in June 2012.
 AG9595
 AG9595.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9595.been affixed to the stable North American tectonic plate. See 
 AG9595.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9595
 AG9595.The horizontal coordinates are valid at the epoch date displayed above
 AG9595.which is a decimal equivalence of Year/Month/Day.
 AG9595
 AG9595.The orthometric height was determined by GPS observations and a
 AG9595.high-resolution geoid model.
 AG9595
 AG9595.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9595.GEOID18 height accuracy estimate available here.
 AG9595
 AG9595.Click photographs - Photos may exist for this station.
 AG9595
 AG9595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9595
 AG9595.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9595
 AG9595.The ellipsoidal height was determined by GPS observations
 AG9595.and is referenced to NAD 83.
 AG9595
 AG9595. The following values were computed from the NAD 83(2011) position.
 AG9595
 AG9595;                    North         East     Units Scale Factor Converg.
 AG9595;SPC WI N     -   121,595.071   573,770.486   MT  0.99994664   -0 14 43.5
 AG9595;SPC WI N     -   398,933.16  1,882,445.34   sFT  0.99994664   -0 14 43.5
 AG9595;UTM  15      - 5,126,395.204   704,982.062   MT  1.00011653   +1 55 20.4
 AG9595
 AG9595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9595!SPC WI N     -   0.99992066  x   0.99994664  =   0.99986731
 AG9595!UTM  15      -   0.99992066  x   1.00011653  =   1.00003718
 AG9595
 AG9595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0498226395(NAD 83)
 AG9595
 AG9595                          SUPERSEDED SURVEY CONTROL
 AG9595
 AG9595  NAD 83(2007)-  46 15 36.66719(N)    090 20 24.80352(W) AD(2002.00) 0
 AG9595  ELLIP H (02/10/07)  506.160  (m)                       GP(2002.00)    
 AG9595  NAD 83(1997)-  46 15 36.66735(N)    090 20 24.80403(W) AD(       ) 1
 AG9595  ELLIP H (12/26/02)  506.183  (m)                       GP(       ) 3 2
 AG9595  NAD 83(1991)-  46 15 36.66700(N)    090 20 24.80287(W) AD(       ) 1
 AG9595  ELLIP H (04/30/98)  506.205  (m)                       GP(       ) 3 2
 AG9595
 AG9595.Superseded values are not recommended for survey control.
 AG9595
 AG9595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9595.See file dsdata.pdf to determine how the superseded data were derived.
 AG9595
 AG9595_MARKER: DD = SURVEY DISK
 AG9595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9595_STAMPING: 2201 PLEASANT LAKE 2
 AG9595_MARK LOGO: WI-003
 AG9595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9595+STABILITY: SURFACE MOTION
 AG9595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9595+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AG9595
 AG9595  HISTORY     - Date     Condition        Report By
 AG9595  HISTORY     - 1997     MONUMENTED       WI-003
 AG9595  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 AG9595  HISTORY     - 20050829 GOOD             WIDT
 AG9595
 AG9595                          STATION DESCRIPTION
 AG9595
 AG9595'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1997 (LTN)
 AG9595'THE STATION IS LOCATED ABOUT 19.8 KM (12.30 MI) SOUTH OF THE
 AG9595'UNINCORPORATED VILLAGE OF IRON BELT, IRON COUNTY, WISCONSIN, NEAR A
 AG9595'THREE WAY INTERSECTION OF PLEASANT LAKE ROAD, ON PROPERTY OWNED BY
 AG9595'CONSOLIDATED PAPERS, INC.  IN THE NW 1/4 OF THE SW 1/4 OF SECTION 26,
 AG9595'T.44N., R.1E., IN THE TOWN OF KNIGHT, IRON COUNTY, WISCONSIN.  TO
 AG9595'REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 51 AND
 AG9595'WISCONSIN STATE TRUNK HIGHWAY 77 IN THE CITY OF HURLEY, GO SW ALONG
 AG9595'STATE TRUNK HIGHWAY 77 12.6 KM (7.80 MI) TO THE UNINCORPORATED VILLAGE
 AG9595'OF IRON BELT.  THEN GO SOUTH ON BUCKEYE ROAD AND ISLAND LAKE ROAD 16.1
 AG9595'KM (10.00 MI) TO PLEASANT LAKE ROAD.  THEN GO SW ALONG PLEASANT LAKE
 AG9595'ROAD 3.7 KM (2.30 MI) TO A THREE-WAY INTERSECTION IN PLEASANT LAKE
 AG9595'ROAD.  THE STATION 61 M (200.1 FT) EAST OF THE CENTERLINE OF PLEASANT
 AG9595'LAKE ROAD.  THE STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP
 AG9595'STAMPED---201 PLEASANT LAKE 2---SET IN THE TOP OF A ROUND CONCRETE
 AG9595'MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AG9595'STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST BEARING THE SIGN
 AG9595'(PLEASE DO NOT DISTURB NEARBY GPS SURVEY MARKER)
 AG9595
 AG9595                          STATION RECOVERY (2003)
 AG9595
 AG9595'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AG9595'NOT FOUND.  THE LOCATION IS DIFFICULT TO FIND FOR THE ROADS ARE NOT
 AG9595'WELL MARKED AND ONCE THERE THE DESCRIPTION IS NOT ADEQUATE.  A 4-WHEEL
 AG9595'DRIVE VEHICLE IS RECOMMENDED.
 AG9595
 AG9595                          STATION RECOVERY (2005)
 AG9595
 AG9595'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 AG9595'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 0.6 M NORTHEAST OF AN
 AG9595'ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9594 ***********************************************************************
 AG9594  DESIGNATION -  2208 GORDON RESET
 AG9594  PID         -  AG9594
 AG9594  STATE/COUNTY-  WI/ASHLAND
 AG9594  COUNTRY     -  US
 AG9594  USGS QUAD   -  MORSE (2018)
 AG9594
 AG9594                         *CURRENT SURVEY CONTROL
 AG9594  ______________________________________________________________________
 AG9594* NAD 83(2011) POSITION- 46 09 17.22304(N) 090 42 09.92922(W)   ADJUSTED
 AG9594* NAD 83(2011) ELLIP HT-   439.780 (meters)        (06/27/12)   ADJUSTED
 AG9594* NAD 83(2011) EPOCH   -  2010.00
 AG9594* NAVD 88 ORTHO HEIGHT -   470.2   (meters)     1543.    (feet) GPS OBS
 AG9594  ______________________________________________________________________
 AG9594  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9594  GEOID HEIGHT    -        -30.359 (meters)                     GEOID96
 AG9594  GEOID HEIGHT    -        -30.457 (meters)                     GEOID18
 AG9594  NAD 83(2011) X  -    -54,288.342 (meters)                     COMP
 AG9594  NAD 83(2011) Y  - -4,425,899.654 (meters)                     COMP
 AG9594  NAD 83(2011) Z  -  4,577,499.373 (meters)                     COMP
 AG9594  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 AG9594
 AG9594  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9594  Standards:
 AG9594         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9594            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9594  -------------------------------------------------------------------
 AG9594  NETWORK    1.20   3.37           0.56   0.38   1.72      0.24164113
 AG9594  -------------------------------------------------------------------
 AG9594  Click here for local accuracies and other accuracy information.
 AG9594
 AG9594.The horizontal coordinates were established by GPS observations
 AG9594.and adjusted by the National Geodetic Survey in June 2012.
 AG9594
 AG9594.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9594.been affixed to the stable North American tectonic plate. See 
 AG9594.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9594
 AG9594.The horizontal coordinates are valid at the epoch date displayed above
 AG9594.which is a decimal equivalence of Year/Month/Day.
 AG9594
 AG9594.The orthometric height was determined by GPS observations and a
 AG9594.high-resolution geoid model.
 AG9594
 AG9594.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9594.GEOID18 height accuracy estimate available here.
 AG9594
 AG9594.Click photographs - Photos may exist for this station.
 AG9594
 AG9594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9594
 AG9594.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9594
 AG9594.The ellipsoidal height was determined by GPS observations
 AG9594.and is referenced to NAD 83.
 AG9594
 AG9594. The following values were computed from the NAD 83(2011) position.
 AG9594
 AG9594;                    North         East     Units Scale Factor Converg.
 AG9594;SPC WI N     -   110,063.773   545,717.707   MT  0.99994537   -0 30 25.0
 AG9594;SPC WI N     -   361,100.90  1,790,408.84   sFT  0.99994537   -0 30 25.0
 AG9594;UTM  15      - 5,113,810.638   677,382.243   MT  0.99998680   +1 39 26.0
 AG9594
 AG9594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9594!SPC WI N     -   0.99993106  x   0.99994537  =   0.99987644
 AG9594!UTM  15      -   0.99993106  x   0.99998680  =   0.99991786
 AG9594
 AG9594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7738213810(NAD 83)
 AG9594
 AG9594                          SUPERSEDED SURVEY CONTROL
 AG9594
 AG9594  NAD 83(2007)-  46 09 17.22315(N)    090 42 09.92992(W) AD(2002.00) 0
 AG9594  ELLIP H (02/10/07)  439.810  (m)                       GP(2002.00)    
 AG9594  NAD 83(1997)-  46 09 17.22332(N)    090 42 09.93041(W) AD(       ) 1
 AG9594  ELLIP H (12/26/02)  439.834  (m)                       GP(       ) 3 2
 AG9594  NAD 83(1991)-  46 09 17.22296(N)    090 42 09.92934(W) AD(       ) 1
 AG9594  ELLIP H (04/30/98)  439.855  (m)                       GP(       ) 3 2
 AG9594
 AG9594.Superseded values are not recommended for survey control.
 AG9594
 AG9594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9594.See file dsdata.pdf to determine how the superseded data were derived.
 AG9594
 AG9594_MARKER: DD = SURVEY DISK
 AG9594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9594_STAMPING: 2208 GORDON R
 AG9594_MARK LOGO: WI-003
 AG9594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9594+STABILITY: SURFACE MOTION
 AG9594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9594+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 AG9594
 AG9594  HISTORY     - Date     Condition        Report By
 AG9594  HISTORY     - 1996     MONUMENTED       WI-003
 AG9594  HISTORY     - 20061103 GOOD             USPSQD
 AG9594
 AG9594                          STATION DESCRIPTION
 AG9594
 AG9594'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AG9594'THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) NORTHWEST OF THE VILLAGE
 AG9594'OF GLIDDEN, WISCONSIN, NEAR THE INTERSECTION OF STATE TRUNK HIGHWAY 77
 AG9594'AND FOREST ROAD 166 ON LAND OWNED BY THE UNITED STATES FOREST SERVICE
 AG9594'IN THE NW 1/4 OF THE NE 1/4 OF SECTION 2, T.42N., R.3W., IN THE TOWN
 AG9594'OF SHANAGOLDEN, ASHLAND COUNTY, WISCONSIN.  TO REACH THE STATION FROM
 AG9594'THE VILLAGE OF GLIDDEN, ASHLAND COUNTY, WISCONSIN, GO NORTH ON STATE
 AG9594'TRUNK HIGHWAY 13 4.3 KM (2.65 MI) TO STATE TRUNK HIGHWAY 77.  THEN GO
 AG9594'WEST ALONG STATE TRUNK HIGHWAY 77, 6.1 KM (3.80 MI) TO FOREST ROAD
 AG9594'166.  THE STATION IS 22.9 M (75.1 FT) SOUTH OF THE CENTERLINE OF
 AG9594'HIGHWAY 77 AND 10.7 M (35.1 FT) WEST OF THE CENTERLINE OF FOREST ROAD
 AG9594'166.  THE STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP STAMPED---2208
 AG9594'GORDON R---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM (10
 AG9594'IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.  STATION IS 1 M (3.3
 AG9594'FT) NORTH OF A STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT
 AG9594'NEARBY GPS SURVEY MARKER) .  THE STATION IS 40 M (131.2 FT) S20W FROM
 AG9594'A CONCRETE MONUMENT STAMPED --208 GORDON GPS--.  14.6 M (47.9 FT) S05E
 AG9594'FROM THE WEST END OF A CULVERT UNDER FOREST ROAD 166 AND 38 M (124.7
 AG9594'FT) S30W OF A FOREST ROAD 166 SIGN.
 AG9594
 AG9594                          STATION RECOVERY (2006)
 AG9594
 AG9594'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG9594'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M EAST OF A
 AG9594'WHITE PLASTIC POST.  NOTE-- THE METAL WITNESS POST IS LYING ON THE
 AG9594'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9549 ***********************************************************************
 AG9549  DESIGNATION -  221 ODANAH GPS
 AG9549  PID         -  AG9549
 AG9549  STATE/COUNTY-  WI/ASHLAND
 AG9549  COUNTRY     -  US
 AG9549  USGS QUAD   -  ODANAH (2018)
 AG9549
 AG9549                         *CURRENT SURVEY CONTROL
 AG9549  ______________________________________________________________________
 AG9549* NAD 83(2011) POSITION- 46 36 45.33516(N) 090 41 57.40054(W)   ADJUSTED
 AG9549* NAD 83(2011) ELLIP HT-   154.817 (meters)        (06/27/12)   ADJUSTED
 AG9549* NAD 83(2011) EPOCH   -  2010.00
 AG9549* NAVD 88 ORTHO HEIGHT -   186.7   (meters)      613.    (feet) GPS OBS
 AG9549  ______________________________________________________________________
 AG9549  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9549  GEOID HEIGHT    -        -31.749 (meters)                     GEOID96
 AG9549  GEOID HEIGHT    -        -31.852 (meters)                     GEOID18
 AG9549  NAD 83(2011) X  -    -53,567.447 (meters)                     COMP
 AG9549  NAD 83(2011) Y  - -4,388,864.756 (meters)                     COMP
 AG9549  NAD 83(2011) Z  -  4,612,399.493 (meters)                     COMP
 AG9549  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 AG9549
 AG9549  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9549  Standards:
 AG9549         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9549            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9549  -------------------------------------------------------------------
 AG9549  NETWORK    1.61   6.15           0.75   0.52   3.14      0.12604549
 AG9549  -------------------------------------------------------------------
 AG9549  Click here for local accuracies and other accuracy information.
 AG9549
 AG9549.The horizontal coordinates were established by GPS observations
 AG9549.and adjusted by the National Geodetic Survey in June 2012.
 AG9549
 AG9549.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9549.been affixed to the stable North American tectonic plate. See 
 AG9549.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9549
 AG9549.The horizontal coordinates are valid at the epoch date displayed above
 AG9549.which is a decimal equivalence of Year/Month/Day.
 AG9549
 AG9549.The orthometric height was determined by GPS observations and a
 AG9549.high-resolution geoid model.
 AG9549
 AG9549.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9549.GEOID18 height accuracy estimate available here.
 AG9549
 AG9549.Click photographs - Photos may exist for this station.
 AG9549
 AG9549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9549
 AG9549.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9549
 AG9549.The ellipsoidal height was determined by GPS observations
 AG9549.and is referenced to NAD 83.
 AG9549
 AG9549. The following values were computed from the NAD 83(2011) position.
 AG9549
 AG9549;                    North         East     Units Scale Factor Converg.
 AG9549;SPC WI N     -   160,946.639   546,434.527   MT  0.99997547   -0 30 16.0
 AG9549;SPC WI N     -   528,039.10  1,792,760.61   sFT  0.99997547   -0 30 16.0
 AG9549;UTM  15      - 5,164,685.624   676,171.387   MT  0.99998150   +1 40 20.7
 AG9549
 AG9549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9549!SPC WI N     -   0.99997573  x   0.99997547  =   0.99995120
 AG9549!UTM  15      -   0.99997573  x   0.99998150  =   0.99995723
 AG9549
 AG9549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7617164685(NAD 83)
 AG9549
 AG9549                          SUPERSEDED SURVEY CONTROL
 AG9549
 AG9549  NAD 83(2007)-  46 36 45.33525(N)    090 41 57.40131(W) AD(2002.00) 0
 AG9549  ELLIP H (02/10/07)  154.845  (m)                       GP(2002.00)    
 AG9549  NAD 83(1997)-  46 36 45.33536(N)    090 41 57.40186(W) AD(       ) 1
 AG9549  ELLIP H (12/26/02)  154.891  (m)                       GP(       ) 3 2
 AG9549  NAD 83(1991)-  46 36 45.33526(N)    090 41 57.40023(W) AD(       ) 1
 AG9549  ELLIP H (04/30/98)  154.887  (m)                       GP(       ) 3 2
 AG9549
 AG9549.Superseded values are not recommended for survey control.
 AG9549
 AG9549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9549.See file dsdata.pdf to determine how the superseded data were derived.
 AG9549
 AG9549_MARKER: DD = SURVEY DISK
 AG9549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9549_STAMPING: 221 ODANAH
 AG9549_MARK LOGO: WI-003
 AG9549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9549+STABILITY: SURFACE MOTION
 AG9549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9549+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9549
 AG9549  HISTORY     - Date     Condition        Report By
 AG9549  HISTORY     - 1996     MONUMENTED       WI-003
 AG9549
 AG9549                          STATION DESCRIPTION
 AG9549
 AG9549'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AG9549'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) EAST OF THE CITY OF
 AG9549'ASHLAND, ASHLAND COUNTY, WISCONSIN, ON PROPERTY OWNED BY THE STATE OF
 AG9549'WISCONSIN IN THE NE 1/4 OF SECTION 26, T.48N., R.3W., IN THE TOWN OF
 AG9549'SANBORN, ASHLAND COUNTY, WISCONSIN.  TO REACH THE STATION FROM THE
 AG9549'INTERSECTION OF U.S.  HIGHWAY 2 AND STATE TRUNK HIGHWAY 13 IN THE CITY
 AG9549'OF ASHLAND, ASHLAND COUNTY, WISCONSIN, GO EAST ALONG HIGHWAY 2, 14.5
 AG9549'KM (9.00 MI) TO THE STATION.  THE STATION IS 10.6 M (34.8 FT) NORTH OF
 AG9549'THE CENTERLINE OF HIGHWAY 2 AND IN THE CENTERLINE OF AN OLD LANDING TO
 AG9549'THE NORTH.  THE STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP
 AG9549'STAMPED---221 ODANAH---SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AG9549'30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND. STATION IS
 AG9549'1 M (3.3 FT) SOUTH OF A STEEL FENCE POST BEARING THE SIGN (PLEASE DO
 AG9549'NOT DISTURB NEARBY GPS SURVEY MARKER) .  STATION IS 0.3 KM (0.20 MI)
 AG9549'WEST OF THE WEST END OF THE BRIDGE OVER THE BAD RIVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9551 ***********************************************************************
 AG9551  DESIGNATION -  222 WHITE RIVER GPS
 AG9551  PID         -  AG9551
 AG9551  STATE/COUNTY-  WI/ASHLAND
 AG9551  COUNTRY     -  US
 AG9551  USGS QUAD   -  MARENGO (2018)
 AG9551
 AG9551                         *CURRENT SURVEY CONTROL
 AG9551  ______________________________________________________________________
 AG9551* NAD 83(2011) POSITION- 46 29 36.21526(N) 090 50 00.61579(W)   ADJUSTED
 AG9551* NAD 83(2011) ELLIP HT-   195.586 (meters)        (06/27/12)   ADJUSTED
 AG9551* NAD 83(2011) EPOCH   -  2010.00
 AG9551* NAVD 88 ORTHO HEIGHT -   227.0   (meters)      745.    (feet) GPS OBS
 AG9551  ______________________________________________________________________
 AG9551  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9551  GEOID HEIGHT    -        -31.245 (meters)                     GEOID96
 AG9551  GEOID HEIGHT    -        -31.343 (meters)                     GEOID18
 AG9551  NAD 83(2011) X  -    -63,989.409 (meters)                     COMP
 AG9551  NAD 83(2011) Y  - -4,398,374.520 (meters)                     COMP
 AG9551  NAD 83(2011) Z  -  4,603,316.679 (meters)                     COMP
 AG9551  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 AG9551
 AG9551  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9551  Standards:
 AG9551         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9551            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9551  -------------------------------------------------------------------
 AG9551  NETWORK    0.78   2.53           0.35   0.28   1.29     -0.09293079
 AG9551  -------------------------------------------------------------------
 AG9551  Click here for local accuracies and other accuracy information.
 AG9551
 AG9551.The horizontal coordinates were established by GPS observations
 AG9551.and adjusted by the National Geodetic Survey in June 2012.
 AG9551
 AG9551.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9551.been affixed to the stable North American tectonic plate. See 
 AG9551.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9551
 AG9551.The horizontal coordinates are valid at the epoch date displayed above
 AG9551.which is a decimal equivalence of Year/Month/Day.
 AG9551
 AG9551.The orthometric height was determined by GPS observations and a
 AG9551.high-resolution geoid model.
 AG9551
 AG9551.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9551.GEOID18 height accuracy estimate available here.
 AG9551
 AG9551.Click photographs - Photos may exist for this station.
 AG9551
 AG9551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9551
 AG9551.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9551
 AG9551.The ellipsoidal height was determined by GPS observations
 AG9551.and is referenced to NAD 83.
 AG9551
 AG9551. The following values were computed from the NAD 83(2011) position.
 AG9551
 AG9551;                    North         East     Units Scale Factor Converg.
 AG9551;SPC WI N     -   147,796.481   536,013.932   MT  0.99996147   -0 36 04.6
 AG9551;SPC WI N     -   484,895.62  1,758,572.38   sFT  0.99996147   -0 36 04.6
 AG9551;UTM  15      - 5,151,149.583   666,257.421   MT  0.99993978   +1 34 18.1
 AG9551
 AG9551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9551!SPC WI N     -   0.99996934  x   0.99996147  =   0.99993081
 AG9551!UTM  15      -   0.99996934  x   0.99993978  =   0.99990912
 AG9551
 AG9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6625751149(NAD 83)
 AG9551
 AG9551                          SUPERSEDED SURVEY CONTROL
 AG9551
 AG9551  NAD 83(2007)-  46 29 36.21533(N)    090 50 00.61656(W) AD(2002.00) 0
 AG9551  ELLIP H (02/10/07)  195.619  (m)                       GP(2002.00)    
 AG9551  NAD 83(1997)-  46 29 36.21538(N)    090 50 00.61720(W) AD(       ) 1
 AG9551  ELLIP H (12/26/02)  195.644  (m)                       GP(       ) 3 2
 AG9551  NAD 83(1991)-  46 29 36.21528(N)    090 50 00.61546(W) AD(       ) 1
 AG9551  ELLIP H (04/30/98)  195.641  (m)                       GP(       ) 3 2
 AG9551
 AG9551.Superseded values are not recommended for survey control.
 AG9551
 AG9551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9551.See file dsdata.pdf to determine how the superseded data were derived.
 AG9551
 AG9551_MARKER: DD = SURVEY DISK
 AG9551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9551_STAMPING: 222 WHITE RIVER
 AG9551_MARK LOGO: WI-003
 AG9551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9551+STABILITY: SURFACE MOTION
 AG9551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9551+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 AG9551
 AG9551  HISTORY     - Date     Condition        Report By
 AG9551  HISTORY     - 1996     MONUMENTED       WI-003
 AG9551  HISTORY     - 20040405 GOOD             USPSQD
 AG9551
 AG9551                          STATION DESCRIPTION
 AG9551
 AG9551'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AG9551'THE STATION IS LOCATED ABOUT 13.5 KM (8.40 MI) SOUTH OF THE CITY OF
 AG9551'ASHLAND, ASHLAND COUNTY, WISCONSIN NEAR THE INTERSECTION OF TAPANI
 AG9551'ROAD AND THE WISCONSIN CENTRAL RAILROAD TRACKS ON LAND OWNED BY THE
 AG9551'TOWN OF WHITE RIVER IN THE NW 1/4 OF THE SW 1/4 OF SECTION 2, T.46N.,
 AG9551'R.4W., IN THE TOWN OF WHITE RIVER, ASHLAND COUNTY, WISCONSIN.  TO
 AG9551'REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 2 AND STATE
 AG9551'TRUNK HIGHWAY 13 IN THE CITY OF ASHLAND, WISCONSIN, GO SOUTH ON
 AG9551'HIGHWAY 13, 13.5 KM (8.40 MI) TO TAPANI ROAD.  THEN GO EAST ON TAPANI
 AG9551'ROAD 0.5 KM (0.30 MI) TO THE STATION.  THE STATION IS 7.6 M (24.9 FT)
 AG9551'SOUTH OF THE CENTERLINE OF TAPANI ROAD AND 61 M (200.1 FT) EAST OF THE
 AG9551'CENTERLINE OF THE WISCONSIN CENTRAL RAILROAD TRACKS.  THE STATION IS A
 AG9551'8.89 CM (3.5 IN) ALUMINUM CAP STAMPED---222 WHITE RIVER---SET IN THE
 AG9551'TOP OF A ROUND CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED
 AG9551'FLUSH WITH THE GROUND.  STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE
 AG9551'POST BEARING THE SIGN (PLEASE DO NOT DISTURB NEARBY GPS SURVEY MARKER)
 AG9551
 AG9551                          STATION RECOVERY (2004)
 AG9551
 AG9551'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AG9551'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AG9551'THE RR IS NOW THE CANADIAN NATIONAL AND THE STATION IS 1 FOOT S OF THE
 AG9551'WITNESS POST. USPS JRD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0381 ***********************************************************************
 ON0381  DESIGNATION -  223
 ON0381  PID         -  ON0381
 ON0381  STATE/COUNTY-  WI/CRAWFORD
 ON0381  COUNTRY     -  US
 ON0381  USGS QUAD   -  EASTMAN (2018)
 ON0381
 ON0381                         *CURRENT SURVEY CONTROL
 ON0381  ______________________________________________________________________
 ON0381* NAD 83(1986) POSITION- 43 14 48.     (N) 091 03 21.     (W)   SCALED
 ON0381* NAVD 88 ORTHO HEIGHT -   194.426 (meters)      637.88  (feet) ADJUSTED
 ON0381  ______________________________________________________________________
 ON0381  GEOID HEIGHT    -        -32.048 (meters)                     GEOID18
 ON0381  DYNAMIC HEIGHT  -        194.381 (meters)      637.73  (feet) COMP
 ON0381  MODELED GRAVITY -    980,382.3   (mgal)                       NAVD 88
 ON0381
 ON0381  VERT ORDER      -  FIRST     CLASS I
 ON0381
 ON0381.The horizontal coordinates were scaled from a map and have
 ON0381.an estimated accuracy of +/- 6 seconds.
 ON0381
 ON0381.The orthometric height was determined by differential leveling and
 ON0381.adjusted by the NATIONAL GEODETIC SURVEY
 ON0381.in June 1991.
 ON0381
 ON0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0381.GEOID18 height accuracy estimate available here.
 ON0381
 ON0381.Click photographs - Photos may exist for this station.
 ON0381
 ON0381.The dynamic height is computed by dividing the NAVD 88
 ON0381.geopotential number by the normal gravity value computed on the
 ON0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0381.degrees latitude (g = 980.6199 gals.).
 ON0381
 ON0381.The modeled gravity was interpolated from observed gravity values.
 ON0381
 ON0381;                    North         East    Units  Estimated Accuracy
 ON0381;SPC WI S     -   139,040.      514,260.      MT  (+/- 180 meters Scaled)
 ON0381
 ON0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH578900(NAD 83)
 ON0381
 ON0381                          SUPERSEDED SURVEY CONTROL
 ON0381
 ON0381  NGVD 29 (??/??/92)  194.479  (m)          638.05   (f) ADJ UNCH    1 1
 ON0381
 ON0381.Superseded values are not recommended for survey control.
 ON0381
 ON0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0381.See file dsdata.pdf to determine how the superseded data were derived.
 ON0381
 ON0381_MARKER: B = BOLT
 ON0381_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ON0381_SP_SET: STONE DOORSILL
 ON0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0381
 ON0381  HISTORY     - Date     Condition        Report By
 ON0381  HISTORY     - UNK      MONUMENTED       USACE
 ON0381  HISTORY     - 1970     GOOD             NGS
 ON0381
 ON0381                          STATION DESCRIPTION
 ON0381
 ON0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0381'0.2 MI SE FROM LYNXVILLE.
 ON0381'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 35 FROM THE BURLINGTON
 ON0381'NORTHERN RAILROAD STATION AT LYNXVILLE, THENCE 0.1 MILE EAST
 ON0381'ALONG THE MAIN STREET, AT THE SOUTH AND MAIN ENTRANCE TO THE
 ON0381'LYNXVILLE COMMUNITY HALL, 31 FEET NORTH OF THE CENTER LINE OF
 ON0381'THE STREET, 10.8 FEET WEST OF THE SOUTHEAST CORNER OF THE
 ON0381'BUILDING, 0.3 FOOT SOUTH OF THE SOUTH EDGE OF THE BASE OF THE
 ON0381'IRON COLUMN AT THE EAST SIDE OF THE ENTRANCE TO THE BUILDING,
 ON0381'6 1/2 FEET EAST OF AN IRON PIPE HANDRAIL ON THE WEST SIDE OF THE
 ON0381'ENTRANCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET, AND IS
 ON0381'A COPPER BOLT LEADED IN THE TOP OF THE EAST END OF THE STONE
 ON0381'DOORSILL AT THE ENTRANCE.  1/4, SEC 14, T 9N, R 6W
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9553 ***********************************************************************
 AG9553  DESIGNATION -  223 MINERSVILLE GPS
 AG9553  PID         -  AG9553
 AG9553  STATE/COUNTY-  WI/ASHLAND
 AG9553  COUNTRY     -  US
 AG9553  USGS QUAD   -  MARENGO (2018)
 AG9553
 AG9553                         *CURRENT SURVEY CONTROL
 AG9553  ______________________________________________________________________
 AG9553* NAD 83(2011) POSITION- 46 24 24.69146(N) 090 48 05.39287(W)   ADJUSTED
 AG9553* NAD 83(2011) ELLIP HT-   218.173 (meters)        (06/27/12)   ADJUSTED
 AG9553* NAD 83(2011) EPOCH   -  2010.00
 AG9553* NAVD 88 ORTHO HEIGHT -   249.1   (meters)      817.    (feet) GPS OBS
 AG9553  ______________________________________________________________________
 AG9553  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9553  GEOID HEIGHT    -        -30.857 (meters)                     GEOID96
 AG9553  GEOID HEIGHT    -        -30.951 (meters)                     GEOID18
 AG9553  NAD 83(2011) X  -    -61,630.139 (meters)                     COMP
 AG9553  NAD 83(2011) Y  - -4,405,396.418 (meters)                     COMP
 AG9553  NAD 83(2011) Z  -  4,596,705.363 (meters)                     COMP
 AG9553  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 AG9553
 AG9553  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9553  Standards:
 AG9553         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9553            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9553  -------------------------------------------------------------------
 AG9553  NETWORK    0.89   2.94           0.40   0.32   1.50     -0.08916292
 AG9553  -------------------------------------------------------------------
 AG9553  Click here for local accuracies and other accuracy information.
 AG9553
 AG9553.The horizontal coordinates were established by GPS observations
 AG9553.and adjusted by the National Geodetic Survey in June 2012.
 AG9553
 AG9553.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9553.been affixed to the stable North American tectonic plate. See 
 AG9553.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9553
 AG9553.The horizontal coordinates are valid at the epoch date displayed above
 AG9553.which is a decimal equivalence of Year/Month/Day.
 AG9553
 AG9553.The orthometric height was determined by GPS observations and a
 AG9553.high-resolution geoid model.
 AG9553
 AG9553.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9553.GEOID18 height accuracy estimate available here.
 AG9553
 AG9553.Click photographs - Photos may exist for this station.
 AG9553
 AG9553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9553
 AG9553.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9553
 AG9553.The ellipsoidal height was determined by GPS observations
 AG9553.and is referenced to NAD 83.
 AG9553
 AG9553. The following values were computed from the NAD 83(2011) position.
 AG9553
 AG9553;                    North         East     Units Scale Factor Converg.
 AG9553;SPC WI N     -   138,152.917   538,373.834   MT  0.99995404   -0 34 41.4
 AG9553;SPC WI N     -   453,256.70  1,766,314.82   sFT  0.99995404   -0 34 41.4
 AG9553;UTM  15      - 5,141,602.498   668,981.065   MT  0.99995101   +1 35 33.5
 AG9553
 AG9553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9553!SPC WI N     -   0.99996580  x   0.99995404  =   0.99991984
 AG9553!UTM  15      -   0.99996580  x   0.99995101  =   0.99991681
 AG9553
 AG9553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6898141602(NAD 83)
 AG9553
 AG9553                          SUPERSEDED SURVEY CONTROL
 AG9553
 AG9553  NAD 83(2007)-  46 24 24.69154(N)    090 48 05.39362(W) AD(2002.00) 0
 AG9553  ELLIP H (02/10/07)  218.202  (m)                       GP(2002.00)    
 AG9553  NAD 83(1997)-  46 24 24.69163(N)    090 48 05.39425(W) AD(       ) 1
 AG9553  ELLIP H (12/26/02)  218.225  (m)                       GP(       ) 3 2
 AG9553  NAD 83(1991)-  46 24 24.69151(N)    090 48 05.39260(W) AD(       ) 1
 AG9553  ELLIP H (04/30/98)  218.222  (m)                       GP(       ) 3 2
 AG9553
 AG9553.Superseded values are not recommended for survey control.
 AG9553
 AG9553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9553.See file dsdata.pdf to determine how the superseded data were derived.
 AG9553
 AG9553_MARKER: DD = SURVEY DISK
 AG9553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9553_STAMPING: 223 MINERSVILLE
 AG9553_MARK LOGO: WI-003
 AG9553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9553+STABILITY: SURFACE MOTION
 AG9553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9553+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2003
 AG9553
 AG9553  HISTORY     - Date     Condition        Report By
 AG9553  HISTORY     - 1996     MONUMENTED       WI-003
 AG9553  HISTORY     - 20031003 GOOD             USPSQD
 AG9553
 AG9553                          STATION DESCRIPTION
 AG9553
 AG9553'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AG9553'THE STATION IS LOCATED ABOUT 25 KM (15.55 MI) SOUTH OF THE CITY OF
 AG9553'ASHLAND, ASHLAND COUNTY, WISCONSIN AT THE INTERSECTION OF WISCONSIN
 AG9553'STATE TRUNK HIGHWAY 13 AND COUNTY HIGHWAY C ON LAND OWNED BY ASHLAND
 AG9553'COUNTY IN THE NE 1/4 OF THE SE 1/4 OF SECTION 1, T.45N., R4W., IN THE
 AG9553'TOWN OF MARENGO, ASHLAND COUNTY, WISCONSIN.  TO REACH THE STATION FROM
 AG9553'THE INTERSECTION OF U.S.  HIGHWAY 2 AND STATE TRUNK HIGHWAY 13 IN THE
 AG9553'CITY OF ASHLAND, ASHLAND COUNTY, WISCONSIN, GO SOUTH ALONG HIGHWAY 13
 AG9553'25 KM (15.55 MI) TO COUNTY TRUNK HIGHWAY C.  THEN GO WEST ON COUNTY
 AG9553'TRUNK HIGHWAY C, 55 M (180.4 FT) TO THE STATION.  THE STATION IS 9 M
 AG9553'(29.5 FT) SOUTH OF THE CENTERLINE OF COUNTY TRUNK HIGHWAY C.  THE
 AG9553'STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP STAMPED---223 MINERSVILLE
 AG9553'---SET IN THE TOP OF A ROUND CONCRETE MONUMNET 30.48 CM (12 IN) IN
 AG9553'DIAMETER LOCATED FLUSH WITH THE GROUND. STATION IS 1 M (3.3 FT) SOUTH
 AG9553'OF A STEEL FENCE POST BEARING THE SIGN (PLEASE DO NOT DISTURB NEARBY
 AG9553'GPS SURVEY MARKER)
 AG9553
 AG9553                          STATION RECOVERY (2003)
 AG9553
 AG9553'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AG9553'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 57 FEET SOUTH
 AG9553'AND ACROSS COUNTY HIGHWAY C FROM UTILITY POLE NUMBER --1-79/50-- AND
 AG9553'25.0 FEET EAST OF TELEPHONE PEDESTAL NUMBER --C-10--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8250 ***********************************************************************
 DP8250  DESIGNATION -  223621
 DP8250  PID         -  DP8250
 DP8250  STATE/COUNTY-  WI/MARINETTE
 DP8250  COUNTRY     -  US
 DP8250  USGS QUAD   -  MISCAUNO ISLAND (2018)
 DP8250
 DP8250                         *CURRENT SURVEY CONTROL
 DP8250  ______________________________________________________________________
 DP8250* NAD 83(1986) POSITION- 45 34 51.7    (N) 087 51 33.1    (W)   HD_HELD2
 DP8250* NAVD 88 ORTHO HEIGHT -   243.097 (meters)      797.56  (feet) ADJUSTED
 DP8250  ______________________________________________________________________
 DP8250  GEOID HEIGHT    -        -35.469 (meters)                     GEOID18
 DP8250  DYNAMIC HEIGHT  -        243.088 (meters)      797.53  (feet) COMP
 DP8250  MODELED GRAVITY -    980,572.5   (mgal)                       NAVD 88
 DP8250
 DP8250  VERT ORDER      -  SECOND    CLASS I
 DP8250
 DP8250.The horizontal coordinates were established by autonomous hand held GPS
 DP8250.observations and have an estimated accuracy of +/- 10 meters.
 DP8250
 DP8250.The orthometric height was determined by differential leveling and
 DP8250.adjusted by the NATIONAL GEODETIC SURVEY
 DP8250.in February 2017.
 DP8250
 DP8250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8250.GEOID18 height accuracy estimate available here.
 DP8250
 DP8250.Click photographs - Photos may exist for this station.
 DP8250
 DP8250.The dynamic height is computed by dividing the NAVD 88
 DP8250.geopotential number by the normal gravity value computed on the
 DP8250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8250.degrees latitude (g = 980.6199 gals.).
 DP8250
 DP8250.The modeled gravity was interpolated from observed gravity values.
 DP8250
 DP8250;                    North         East    Units  Estimated Accuracy
 DP8250;SPC WI C     -   196,414.      767,064.      MT  (+/- 10 meters HH2 GPS)
 DP8250
 DP8250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3297047857(NAD 83)
 DP8250
 DP8250                          SUPERSEDED SURVEY CONTROL
 DP8250
 DP8250.No superseded survey control is available for this station.
 DP8250
 DP8250_MARKER: DD = SURVEY DISK
 DP8250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8250_STAMPING: 223621 2000
 DP8250_MARK LOGO: WI-075
 DP8250_PROJECTION: FLUSH
 DP8250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8250+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2014
 DP8250
 DP8250  HISTORY     - Date     Condition        Report By
 DP8250  HISTORY     - 2000     MONUMENTED       WI-075
 DP8250  HISTORY     - 20141013 GOOD             WIDT
 DP8250
 DP8250                          STATION DESCRIPTION
 DP8250
 DP8250'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8250'HE STATION IS APPROXIMATELY 8.5 MI (13.7 KM) NORTHEAST OF AMBERG, 7.4
 DP8250'MI (11.9 KM) SOUTHEAST OF PEMBINE AND 6.6 MI (10.6 KM) EAST OF
 DP8250'BEECHER.
 DP8250'
 DP8250'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8250'HIGHWAY Z IN THE COMMUNITY OF BEECHER, GO EAST ON COUNTY HIGHWAY Z FOR
 DP8250'5.9 MI (9.5 KM) TO FRANDSEN LANE ON THE RIGHT.  CONTINUE EAST ON
 DP8250'COUNTY HIGHWAY Z FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DP8250'
 DP8250'THE STATION IS 11.9 M (39.0 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8250'HIGHWAY Z, 47.4 M (155.5 FT) SOUTHEAST OF AN ELECTRIC JUNCTION BOX,
 DP8250'32.7 M (107.3 FT) SOUTHWEST OF A UTILITY JUNCTION BOX -157050-, 0.7 M
 DP8250'(2.3 FT) NORTH OF A RIGHT-OF-WAY POST AND LOCATED IN THE CENTER OF A
 DP8250'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8250'
 DP8250'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8250'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8250'GPS NETWORK CONTROL STATION DISK SET IN THE TOP OF A CONCRETE POST,
 DP8250'APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0376 ***********************************************************************
 ON0376  DESIGNATION -  224 CAP
 ON0376  PID         -  ON0376
 ON0376  STATE/COUNTY-  WI/CRAWFORD
 ON0376  COUNTRY     -  US
 ON0376  USGS QUAD   -  EASTMAN (2018)
 ON0376
 ON0376                         *CURRENT SURVEY CONTROL
 ON0376  ______________________________________________________________________
 ON0376* NAD 83(1986) POSITION- 43 12 50.     (N) 091 05 27.     (W)   SCALED
 ON0376* NAVD 88 ORTHO HEIGHT -   193.058 (meters)      633.39  (feet) ADJUSTED
 ON0376  ______________________________________________________________________
 ON0376  GEOID HEIGHT    -        -31.901 (meters)                     GEOID18
 ON0376  DYNAMIC HEIGHT  -        193.016 (meters)      633.25  (feet) COMP
 ON0376  MODELED GRAVITY -    980,396.0   (mgal)                       NAVD 88
 ON0376
 ON0376  VERT ORDER      -  FIRST     CLASS I
 ON0376
 ON0376.The horizontal coordinates were scaled from a map and have
 ON0376.an estimated accuracy of +/- 6 seconds.
 ON0376
 ON0376.The orthometric height was determined by differential leveling and
 ON0376.adjusted by the NATIONAL GEODETIC SURVEY
 ON0376.in June 1991.
 ON0376
 ON0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0376.GEOID18 height accuracy estimate available here.
 ON0376
 ON0376.Click photographs - Photos may exist for this station.
 ON0376
 ON0376.The dynamic height is computed by dividing the NAVD 88
 ON0376.geopotential number by the normal gravity value computed on the
 ON0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0376.degrees latitude (g = 980.6199 gals.).
 ON0376
 ON0376.The modeled gravity was interpolated from observed gravity values.
 ON0376
 ON0376;                    North         East    Units  Estimated Accuracy
 ON0376;SPC WI S     -   135,430.      511,370.      MT  (+/- 180 meters Scaled)
 ON0376
 ON0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH550863(NAD 83)
 ON0376
 ON0376                          SUPERSEDED SURVEY CONTROL
 ON0376
 ON0376  NGVD 29 (??/??/92)  193.11   (m)          633.6    (f) COMPUTED    1 1
 ON0376
 ON0376.Superseded values are not recommended for survey control.
 ON0376
 ON0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0376.See file dsdata.pdf to determine how the superseded data were derived.
 ON0376
 ON0376_MARKER: P = PIPE CAP
 ON0376_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0376_STAMPING: 43 DEG 12 MIN 52 SEC 91 DEG 05 MIN 30 SEC
 ON0376_MARK LOGO: MRC
 ON0376_PROJECTION: PROJECTING 61 CENTIMETERS
 ON0376_MAGNETIC: P = MARKER IS A STEEL PIPE
 ON0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0376+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2021
 ON0376
 ON0376  HISTORY     - Date     Condition        Report By
 ON0376  HISTORY     - UNK      MONUMENTED       MRC
 ON0376  HISTORY     - 1936     GOOD             CGS
 ON0376  HISTORY     - 1970     GOOD             NGS
 ON0376  HISTORY     - 1970     MARK NOT FOUND   NGS
 ON0376  HISTORY     - 20210211 GOOD             USACES
 ON0376
 ON0376                          STATION DESCRIPTION
 ON0376
 ON0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 ON0376'3.1 MI SW FROM LYNXVILLE.
 ON0376'3-1/8 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ON0376'RAILROAD FROM LYNXVILLE, CRAWFORD COUNTY, SOUTH OF THE SOUTHWEST
 ON0376'END OF BRIDGE 251.51, 50 FEET SOUTHEAST OF THE CENTER LINE
 ON0376'OF COUNTY HIGHWAY F, 105 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 ON0376'OF THE CAYA RESIDENCE, AND 125 YARDS EAST OF THE EAST TRACK.
 ON0376'THE TOP OF A TOP OF CAP ON PIPE OVER PBM 224 A MISSISSIPPI
 ON0376'RIVER COMMISSION STANDARD CAP.  NOTE-- PROPERTY OWNER WOULD
 ON0376'NOT GRANT PERMISSION TO DIG FOR UNDERGROUND MARK.
 ON0376
 ON0376                          STATION RECOVERY (1970)
 ON0376
 ON0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ON0376'0.4 MI NE FROM LOCK AND DAM NUMBER 9.
 ON0376'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 35 FROM LOCK
 ON0376'AND DAM NUMBER 9, 350 FEET SOUTHEAST AND ACROSS A NARROW LAKE
 ON0376'FROM THE BURLINGTON NORTHERN RAILROAD, 0.2 MILE SOUTHWEST OF
 ON0376'A HIGHWAY BRIDGE OVER LEITNER CREEK, 48 FEET SOUTHEAST OF THE
 ON0376'CENTER LINE OF THE HIGHWAY, 110 FEET WEST OF THE WEST CORNER
 ON0376'OF A FRAME HOUSE, 186 FEET SOUTHWEST OF THE CENTER LINE OF A
 ON0376'GRAVELED ROAD, 49 FEET NORTHWEST OF A 28-INCH ELM TREE, AND IS
 ON0376'A MISSISSIPPI RIVER COMMISSION CAP ON THE TOP OF A 4-INCH IRON
 ON0376'PIPE WHICH PROJECTS 1.8 FEET.  SECTION 33, T 9N, R 6W
 ON0376
 ON0376                          STATION RECOVERY (1970)
 ON0376
 ON0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ON0376'MARK NOT FOUND.
 ON0376
 ON0376                          STATION RECOVERY (2021)
 ON0376
 ON0376'RECOVERY NOTE BY USACE ST. PAUL  MN DISTRICT 2021 (PJ)
 ON0376'MONUMENT IS 1.9 FT (0.6 M) ABOVE GROUND, NO WITNESS POST, VISIBLE FROM
 ON0376'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9555 ***********************************************************************
 AG9555  DESIGNATION -  224 KRAUSE CREEK GPS
 AG9555  PID         -  AG9555
 AG9555  STATE/COUNTY-  WI/ASHLAND
 AG9555  COUNTRY     -  US
 AG9555  USGS QUAD   -  MELLEN (2018)
 AG9555
 AG9555                         *CURRENT SURVEY CONTROL
 AG9555  ______________________________________________________________________
 AG9555* NAD 83(2011) POSITION- 46 21 41.70715(N) 090 40 26.58022(W)   ADJUSTED
 AG9555* NAD 83(2011) ELLIP HT-   318.072 (meters)        (06/27/12)   ADJUSTED
 AG9555* NAD 83(2011) EPOCH   -  2010.00
 AG9555* NAVD 88 ORTHO HEIGHT -   348.8   (meters)     1144.    (feet) GPS OBS
 AG9555  ______________________________________________________________________
 AG9555  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9555  GEOID HEIGHT    -        -30.665 (meters)                     GEOID96
 AG9555  GEOID HEIGHT    -        -30.743 (meters)                     GEOID18
 AG9555  NAD 83(2011) X  -    -51,874.365 (meters)                     COMP
 AG9555  NAD 83(2011) Y  - -4,409,234.885 (meters)                     COMP
 AG9555  NAD 83(2011) Z  -  4,593,306.001 (meters)                     COMP
 AG9555  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 AG9555
 AG9555  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9555  Standards:
 AG9555         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9555            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9555  -------------------------------------------------------------------
 AG9555  NETWORK    1.10   3.16           0.46   0.44   1.61     -0.09751389
 AG9555  -------------------------------------------------------------------
 AG9555  Click here for local accuracies and other accuracy information.
 AG9555
 AG9555.The horizontal coordinates were established by GPS observations
 AG9555.and adjusted by the National Geodetic Survey in June 2012.
 AG9555
 AG9555.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9555.been affixed to the stable North American tectonic plate. See 
 AG9555.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9555
 AG9555.The horizontal coordinates are valid at the epoch date displayed above
 AG9555.which is a decimal equivalence of Year/Month/Day.
 AG9555
 AG9555.The orthometric height was determined by GPS observations and a
 AG9555.high-resolution geoid model.
 AG9555
 AG9555.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9555.GEOID18 height accuracy estimate available here.
 AG9555
 AG9555.Click photographs - Photos may exist for this station.
 AG9555
 AG9555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9555
 AG9555.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9555
 AG9555.The ellipsoidal height was determined by GPS observations
 AG9555.and is referenced to NAD 83.
 AG9555
 AG9555. The following values were computed from the NAD 83(2011) position.
 AG9555
 AG9555;                    North         East     Units Scale Factor Converg.
 AG9555;SPC WI N     -   133,029.773   548,130.183   MT  0.99995105   -0 29 10.5
 AG9555;SPC WI N     -   436,448.51  1,798,323.78   sFT  0.99995105   -0 29 10.5
 AG9555;UTM  15      - 5,136,852.429   678,924.632   MT  0.99999354   +1 41 01.5
 AG9555
 AG9555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9555!SPC WI N     -   0.99995014  x   0.99995105  =   0.99990119
 AG9555!UTM  15      -   0.99995014  x   0.99999354  =   0.99994368
 AG9555
 AG9555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7892436852(NAD 83)
 AG9555
 AG9555                          SUPERSEDED SURVEY CONTROL
 AG9555
 AG9555  NAD 83(2007)-  46 21 41.70724(N)    090 40 26.58097(W) AD(2002.00) 0
 AG9555  ELLIP H (02/10/07)  318.102  (m)                       GP(2002.00)    
 AG9555  NAD 83(1997)-  46 21 41.70739(N)    090 40 26.58155(W) AD(       ) 1
 AG9555  ELLIP H (12/26/02)  318.112  (m)                       GP(       ) 3 2
 AG9555  NAD 83(1991)-  46 21 41.70724(N)    090 40 26.58010(W) AD(       ) 1
 AG9555  ELLIP H (04/30/98)  318.111  (m)                       GP(       ) 3 2
 AG9555
 AG9555.Superseded values are not recommended for survey control.
 AG9555
 AG9555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9555.See file dsdata.pdf to determine how the superseded data were derived.
 AG9555
 AG9555_MARKER: DB = BENCH MARK DISK
 AG9555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9555_STAMPING: 224 KRAUSE CREEK
 AG9555_MARK LOGO: WI-003
 AG9555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9555+STABILITY: SURFACE MOTION
 AG9555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9555+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2003
 AG9555
 AG9555  HISTORY     - Date     Condition        Report By
 AG9555  HISTORY     - 1996     MONUMENTED       WI-003
 AG9555  HISTORY     - 20031003 GOOD             USPSQD
 AG9555
 AG9555                          STATION DESCRIPTION
 AG9555
 AG9555'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AG9555'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) NORTH OF THE CITY OF
 AG9555'MELLEN, ASHLAND COUNTY, WISCONSIN, NORTHEAST OF THE INTERSECTION OF
 AG9555'WISCONSIN HIGHWAY 13 AND GOLF COURSE ROAD ON LAND OWNED BY THE STATE
 AG9555'OF WISCONSIN IN THE SW 1/4 OF THE SW 1/4 OF SECTION 19, T.45N., R.2W.,
 AG9555'IN THE TOWN OF MORSE, ASHLAND COUNTY, WISCONSIN.  TO REACH THE STATION
 AG9555'FROM THE INTERSECTION OF WISCONSIN STATE TRUNK HIGHWAYS 13 AND 77 IN
 AG9555'THE CITY OF MELLEN, ASHLAND COUNTY, WISCONSIN, GO NORTH ALONG STATE
 AG9555'HIGHWAY 13, 4.5 KM (2.80 MI) TO THE INTERSECTION OF STATE HIGHWAY 13
 AG9555'AND GOLF COURSE ROAD AND THE STATION.  THE STATION IS 9.1 M (29.9 FT)
 AG9555'EAST OF GOLF COURSE ROAD AND 27.4 M (89.9 FT) NORTH OF HIGHWAY 13.
 AG9555'THE STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP STAMPED---224 KRAUSE
 AG9555'CREEK---SET IN THE TOP OF A 30.48 CM (12 IN) IN DIAMETER ROUND
 AG9555'CONCRETE MONUMENT LOCATED FLUSH WITH THE GROUND. STATION IS 1 M (3.3
 AG9555'FT) SOUTH OF A STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT
 AG9555'NEARBY GPS SURVEY MARKER) .  THE STATION IS 33 M (108.3 FT) SOUTH OF A
 AG9555'CULVERT UNDER GOLF COURSE ROAD AND 15.2 M (49.9 FT) EAST OF TELEPHONE
 AG9555'PEDESTAL NUMBER 1653.
 AG9555
 AG9555                          STATION RECOVERY (2003)
 AG9555
 AG9555'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AG9555'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 38 FEET SOUTH
 AG9555'OF TELEPHONE PEDESTAL NUMBER --5100-1--, 36 FEET SOUTH OF UTILITY POLE
 AG9555'WITH ONE GUY WIRE, AND ABOUT 30 FEET WEST OF A 5 FOOT HIGH CUT OFF
 AG9555'POWER POLE NUMBERED --29-37/8 AND 476FD--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9554 ***********************************************************************
 AG9554  DESIGNATION -  225 MELLEN GPS
 AG9554  PID         -  AG9554
 AG9554  STATE/COUNTY-  WI/ASHLAND
 AG9554  COUNTRY     -  US
 AG9554  USGS QUAD   -  MELLEN (2018)
 AG9554
 AG9554                         *CURRENT SURVEY CONTROL
 AG9554  ______________________________________________________________________
 AG9554* NAD 83(2011) POSITION- 46 19 09.92385(N) 090 39 40.61366(W)   ADJUSTED
 AG9554* NAD 83(2011) ELLIP HT-   350.148 (meters)        (06/27/12)   ADJUSTED
 AG9554* NAD 83(2011) EPOCH   -  2010.00
 AG9554* NAVD 88 ORTHO HEIGHT -   380.7   (meters)     1249.    (feet) GPS OBS
 AG9554  ______________________________________________________________________
 AG9554  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9554  GEOID HEIGHT    -        -30.504 (meters)                     GEOID96
 AG9554  GEOID HEIGHT    -        -30.579 (meters)                     GEOID18
 AG9554  NAD 83(2011) X  -    -50,931.145 (meters)                     COMP
 AG9554  NAD 83(2011) Y  - -4,412,659.009 (meters)                     COMP
 AG9554  NAD 83(2011) Z  -  4,590,093.512 (meters)                     COMP
 AG9554  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 AG9554
 AG9554  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9554  Standards:
 AG9554         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9554            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9554  -------------------------------------------------------------------
 AG9554  NETWORK    0.94   2.96           0.42   0.34   1.51     -0.11180830
 AG9554  -------------------------------------------------------------------
 AG9554  Click here for local accuracies and other accuracy information.
 AG9554
 AG9554.The horizontal coordinates were established by GPS observations
 AG9554.and adjusted by the National Geodetic Survey in June 2012.
 AG9554
 AG9554.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9554.been affixed to the stable North American tectonic plate. See 
 AG9554.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9554
 AG9554.The horizontal coordinates are valid at the epoch date displayed above
 AG9554.which is a decimal equivalence of Year/Month/Day.
 AG9554
 AG9554.The orthometric height was determined by GPS observations and a
 AG9554.high-resolution geoid model.
 AG9554
 AG9554.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9554.GEOID18 height accuracy estimate available here.
 AG9554
 AG9554.Click photographs - Photos may exist for this station.
 AG9554
 AG9554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9554
 AG9554.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9554
 AG9554.The ellipsoidal height was determined by GPS observations
 AG9554.and is referenced to NAD 83.
 AG9554
 AG9554. The following values were computed from the NAD 83(2011) position.
 AG9554
 AG9554;                    North         East     Units Scale Factor Converg.
 AG9554;SPC WI N     -   128,335.266   549,073.709   MT  0.99994884   -0 28 37.3
 AG9554;SPC WI N     -   421,046.62  1,801,419.33   sFT  0.99994884   -0 28 37.3
 AG9554;UTM  15      - 5,132,196.788   680,045.242   MT  0.99999849   +1 41 30.5
 AG9554
 AG9554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9554!SPC WI N     -   0.99994511  x   0.99994884  =   0.99989396
 AG9554!UTM  15      -   0.99994511  x   0.99999849  =   0.99994360
 AG9554
 AG9554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8004532196(NAD 83)
 AG9554
 AG9554                          SUPERSEDED SURVEY CONTROL
 AG9554
 AG9554  NAD 83(2007)-  46 19 09.92392(N)    090 39 40.61431(W) AD(2002.00) 0
 AG9554  ELLIP H (02/10/07)  350.186  (m)                       GP(2002.00)    
 AG9554  NAD 83(1997)-  46 19 09.92406(N)    090 39 40.61480(W) AD(       ) 1
 AG9554  ELLIP H (12/26/02)  350.203  (m)                       GP(       ) 3 2
 AG9554  NAD 83(1991)-  46 19 09.92388(N)    090 39 40.61342(W) AD(       ) 1
 AG9554  ELLIP H (04/30/98)  350.204  (m)                       GP(       ) 3 2
 AG9554
 AG9554.Superseded values are not recommended for survey control.
 AG9554
 AG9554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9554.See file dsdata.pdf to determine how the superseded data were derived.
 AG9554
 AG9554_MARKER: DD = SURVEY DISK
 AG9554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9554_STAMPING: MELLEN GPS
 AG9554_MARK LOGO: WIDT
 AG9554_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9554+STABILITY: SURFACE MOTION
 AG9554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9554+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2003
 AG9554
 AG9554  HISTORY     - Date     Condition        Report By
 AG9554  HISTORY     - 1995     MONUMENTED       WI-003
 AG9554  HISTORY     - 20031003 GOOD             USPSQD
 AG9554
 AG9554                          STATION DESCRIPTION
 AG9554
 AG9554'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1995 (KMP)
 AG9554'THE STATION IS LOCATED ABOUT 0.64 KM (0.40 MI) SOUTH OF THE CITY OF
 AG9554'MELLEN, ASHLAND COUNTY, WISCONSIN ON LAND OWNED BY THE STATE OF
 AG9554'WISCONSIN IN THE NW 1/4 OF THE SE 1/4 OF SECTION 6, T.44N., R.2W, CITY
 AG9554'OF MELLEN, ASHLAND COUNTY, WISCONSIN.  TO REACH THE STATION FROM THE
 AG9554'INTERSECTION OF STATE TRUNK HIGHWAYS 13 AND 77 IN THE CITY OF MELLEN,
 AG9554'ASHLAND COUNTY, WISCONSIN, GO SOUTH ALONG HIGHWAY 13, 0.64 KM (0.40
 AG9554'MI) .  THE STATION IS 7.6 M (24.9 FT) EAST OF THE CENTERLINE OF
 AG9554'HIGHWAY 13 AND IS 1 M (3.3 FT) LOWER THAN THE CENTERLINE.  THE STATION
 AG9554'IS A 8.89 CM (3.5 IN) ALUMINUM CAP STAMPED---MELLEN GPS---SET INTO THE
 AG9554'TOP OF A ROUND CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED
 AG9554'FLUSH WITH THE GROUND.  STATION IS 1 M (3.3 FT) WEST OF A FIBER GLASS
 AG9554'POST.
 AG9554
 AG9554                          STATION RECOVERY (2003)
 AG9554
 AG9554'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AG9554'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 69 FEET
 AG9554'SOUTHEAST AND ACROSS THE ROAD OF UTILITY POLE NUMBER --6-4-23/86--,
 AG9554'ABOUT 66 FEET EAST AND ACROSS ROAD FROM A --GLIDDEN 16 HAYWARD 59--
 AG9554'HIGHWAY SIGN, AND 9.3 FEET SOUTHEAST OF A --NO PARKING ANY TIME--
 AG9554'SIGN.  NOTE-- THE WITNESS POST IS MADE OF WHITE PLASTIC.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0365 ***********************************************************************
 ON0365  DESIGNATION -  226 BOLT
 ON0365  PID         -  ON0365
 ON0365  STATE/COUNTY-  WI/CRAWFORD
 ON0365  COUNTRY     -  US
 ON0365  USGS QUAD   -  HARPERS FERRY (2018)
 ON0365
 ON0365                         *CURRENT SURVEY CONTROL
 ON0365  ______________________________________________________________________
 ON0365* NAD 83(1986) POSITION- 43 10 37.     (N) 091 07 47.     (W)   SCALED
 ON0365* NAVD 88 ORTHO HEIGHT -   192.068 (meters)      630.14  (feet) ADJUSTED
 ON0365  ______________________________________________________________________
 ON0365  GEOID HEIGHT    -        -31.765 (meters)                     GEOID18
 ON0365  DYNAMIC HEIGHT  -        192.023 (meters)      630.00  (feet) COMP
 ON0365  MODELED GRAVITY -    980,385.2   (mgal)                       NAVD 88
 ON0365
 ON0365  VERT ORDER      -  FIRST     CLASS I
 ON0365
 ON0365.The horizontal coordinates were scaled from a map and have
 ON0365.an estimated accuracy of +/- 6 seconds.
 ON0365
 ON0365.The orthometric height was determined by differential leveling and
 ON0365.adjusted by the NATIONAL GEODETIC SURVEY
 ON0365.in June 1991.
 ON0365
 ON0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0365.GEOID18 height accuracy estimate available here.
 ON0365
 ON0365.Click photographs - Photos may exist for this station.
 ON0365
 ON0365.The dynamic height is computed by dividing the NAVD 88
 ON0365.geopotential number by the normal gravity value computed on the
 ON0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0365.degrees latitude (g = 980.6199 gals.).
 ON0365
 ON0365.The modeled gravity was interpolated from observed gravity values.
 ON0365
 ON0365;                    North         East    Units  Estimated Accuracy
 ON0365;SPC WI S     -   131,370.      508,150.      MT  (+/- 180 meters Scaled)
 ON0365
 ON0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH520821(NAD 83)
 ON0365
 ON0365                          SUPERSEDED SURVEY CONTROL
 ON0365
 ON0365  NGVD 29 (??/??/92)  192.118  (m)          630.31   (f) ADJ UNCH    1 1
 ON0365
 ON0365.Superseded values are not recommended for survey control.
 ON0365
 ON0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0365.See file dsdata.pdf to determine how the superseded data were derived.
 ON0365
 ON0365_MARKER: B = BOLT
 ON0365_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ON0365_SP_SET: TILE SQUARE
 ON0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0365
 ON0365  HISTORY     - Date     Condition        Report By
 ON0365  HISTORY     - UNK      MONUMENTED       MRC
 ON0365  HISTORY     - 1970     GOOD             NGS
 ON0365
 ON0365                          STATION DESCRIPTION
 ON0365
 ON0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0365'3 MI SW FROM LOCK AND DAM NUMBER 9.
 ON0365'ABOUT 3.0 MILES SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0365'FROM LOCK AND DAM NUMBER 9, 27 RAILS NORTH OF MILEPOST 248,
 ON0365'14 3/4 RAILS NORTH OF AN ABANDONED CONCRETE SEMAPHORE FOUNDATION,
 ON0365'5 RAILS SOUTH OF A 36-INCH CONCRETE TUBULAR CULVERT WITH A STONE
 ON0365'HEADWALL, 29.7 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 ON0365'47 1/2 FEET NORTH OF A TELEPHONE POLE, ABOUT LEVEL WITH THE
 ON0365'TRACK, AND IS A COPPER BOLT LEADED IN AN 18- X 18-INCH TILE
 ON0365'ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A
 ON0365'4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION
 ON0365'CAP WHICH IS DESIGNATED PBM 227 (MRC).  1/4 SEC 7, T 8N, R 6W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9572 ***********************************************************************
 AG9572  DESIGNATION -  226 ZIELKE LAKE GPS
 AG9572  PID         -  AG9572
 AG9572  STATE/COUNTY-  WI/ASHLAND
 AG9572  COUNTRY     -  US
 AG9572  USGS QUAD   -  MORSE (2018)
 AG9572
 AG9572                         *CURRENT SURVEY CONTROL
 AG9572  ______________________________________________________________________
 AG9572* NAD 83(2011) POSITION- 46 11 11.19992(N) 090 37 30.01508(W)   ADJUSTED
 AG9572* NAD 83(2011) ELLIP HT-   431.217 (meters)        (06/27/12)   ADJUSTED
 AG9572* NAD 83(2011) EPOCH   -  2010.00
 AG9572* NAVD 88 ORTHO HEIGHT -   461.7   (meters)     1515.    (feet) GPS OBS
 AG9572  ______________________________________________________________________
 AG9572  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9572  GEOID HEIGHT    -        -30.464 (meters)                     GEOID96
 AG9572  GEOID HEIGHT    -        -30.561 (meters)                     GEOID18
 AG9572  NAD 83(2011) X  -    -48,254.314 (meters)                     COMP
 AG9572  NAD 83(2011) Y  - -4,423,424.542 (meters)                     COMP
 AG9572  NAD 83(2011) Z  -  4,579,930.444 (meters)                     COMP
 AG9572  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 AG9572
 AG9572  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9572  Standards:
 AG9572         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9572            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9572  -------------------------------------------------------------------
 AG9572  NETWORK    1.08   3.25           0.50   0.35   1.66      0.21474915
 AG9572  -------------------------------------------------------------------
 AG9572  Click here for local accuracies and other accuracy information.
 AG9572
 AG9572.The horizontal coordinates were established by GPS observations
 AG9572.and adjusted by the National Geodetic Survey in June 2012.
 AG9572
 AG9572.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9572.been affixed to the stable North American tectonic plate. See 
 AG9572.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9572
 AG9572.The horizontal coordinates are valid at the epoch date displayed above
 AG9572.which is a decimal equivalence of Year/Month/Day.
 AG9572
 AG9572.The orthometric height was determined by GPS observations and a
 AG9572.high-resolution geoid model.
 AG9572
 AG9572.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9572.GEOID18 height accuracy estimate available here.
 AG9572
 AG9572.Click photographs - Photos may exist for this station.
 AG9572
 AG9572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9572
 AG9572.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9572
 AG9572.The ellipsoidal height was determined by GPS observations
 AG9572.and is referenced to NAD 83.
 AG9572
 AG9572. The following values were computed from the NAD 83(2011) position.
 AG9572
 AG9572;                    North         East     Units Scale Factor Converg.
 AG9572;SPC WI N     -   113,532.456   551,751.118   MT  0.99994540   -0 27 03.1
 AG9572;SPC WI N     -   372,481.07  1,810,203.46   sFT  0.99994540   -0 27 03.1
 AG9572;UTM  15      - 5,117,504.935   683,280.654   MT  1.00001295   +1 42 51.3
 AG9572
 AG9572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9572!SPC WI N     -   0.99993240  x   0.99994540  =   0.99987781
 AG9572!UTM  15      -   0.99993240  x   1.00001295  =   0.99994535
 AG9572
 AG9572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8328017504(NAD 83)
 AG9572
 AG9572                          SUPERSEDED SURVEY CONTROL
 AG9572
 AG9572  NAD 83(2007)-  46 11 11.20002(N)    090 37 30.01578(W) AD(2002.00) 0
 AG9572  ELLIP H (02/10/07)  431.246  (m)                       GP(2002.00)    
 AG9572  NAD 83(1997)-  46 11 11.20017(N)    090 37 30.01629(W) AD(       ) 1
 AG9572  ELLIP H (12/26/02)  431.277  (m)                       GP(       ) 3 2
 AG9572  NAD 83(1991)-  46 11 11.19980(N)    090 37 30.01521(W) AD(       ) 1
 AG9572  ELLIP H (04/30/98)  431.299  (m)                       GP(       ) 3 2
 AG9572
 AG9572.Superseded values are not recommended for survey control.
 AG9572
 AG9572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9572.See file dsdata.pdf to determine how the superseded data were derived.
 AG9572
 AG9572_MARKER: DD = SURVEY DISK
 AG9572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9572_STAMPING: 226 ZIELKE LAKE
 AG9572_MARK LOGO: WI-003
 AG9572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9572+STABILITY: SURFACE MOTION
 AG9572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9572+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 AG9572
 AG9572  HISTORY     - Date     Condition        Report By
 AG9572  HISTORY     - 1996     MONUMENTED       WI-003
 AG9572  HISTORY     - 20030905 GOOD             USPSQD
 AG9572
 AG9572                          STATION DESCRIPTION
 AG9572
 AG9572'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AG9572'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHWEST OF THE VILLAGE
 AG9572'OF GLIDDEN, ASHLAND COUNTY, WISCONSIN, ON LAND OWNED BY THE STATE OF
 AG9572'WISCONSIN IN THE SE 1/4 OF THE SW 1/4, SECTION 21, T43N, R2W, IN THE
 AG9572'TOWN OF GORDON, ASHLAND COUNTY, WISCONSIN.  TO REACH THE STATION FROM
 AG9572'THE INTERSECTION OF STATE TRUNK HIGHWAYS 77 AND 13 IN SECTION 33,
 AG9572'T43N, R2W, IN THE TOWN OF GORDON, ASHLAND COUNTY, GO NORTH ALONG
 AG9572'HIGHWAY 13, 3.2 KM (2.00 MI) TO THE STATE OF WISCONSIN WAYSIDE, AND
 AG9572'THE STATION.  THE STATION IS 9.1 M (29.9 FT) WEST OF THE CENTERLINE OF
 AG9572'HIGHWAY 13 AND 15.2 M (49.9 FT) SOUTH OF THE NORTH ENTRANCE TO THE
 AG9572'WAYSIDE.  THE STATION IS 15.2 M (49.9 FT) NORTH OF THE EXISTING DOT
 AG9572'GPS MONUMENT NUMBER 8006.  (MONUMENT 8006 IS NOT SUITABLE FOR GPS DUE
 AG9572'TO SPALLING OF THE CONCRETE) .  THE STATION IS A 8.89 CM (3.5 IN)
 AG9572'ALUMINUM CAP STAMPED---226 ZIELKE LAKE---SET INTO THE TOP OF A ROUND
 AG9572'CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE
 AG9572'GROUND.  STATION IS 0.3 M (1.0 FT) WEST OF A STEEL FENCE POST BEARING
 AG9572'THE SIGN (PLEASE DO NOT DISTURB NEARBY GPS SURVEY MARKER)
 AG9572
 AG9572                          STATION RECOVERY (2003)
 AG9572
 AG9572'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AG9572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9550 ***********************************************************************
 AG9550  DESIGNATION -  227 AIRPORT INN GPS
 AG9550  PID         -  AG9550
 AG9550  STATE/COUNTY-  WI/ASHLAND
 AG9550  COUNTRY     -  US
 AG9550  USGS QUAD   -  ASHLAND EAST (2018)
 AG9550
 AG9550                         *CURRENT SURVEY CONTROL
 AG9550  ______________________________________________________________________
 AG9550* NAD 83(2011) POSITION- 46 33 34.43513(N) 090 51 14.63361(W)   ADJUSTED
 AG9550* NAD 83(2011) ELLIP HT-   191.319 (meters)        (06/27/12)   ADJUSTED
 AG9550* NAD 83(2011) EPOCH   -  2010.00
 AG9550* NAVD 88 ORTHO HEIGHT -   222.9   (meters)      731.    (feet) GPS OBS
 AG9550  ______________________________________________________________________
 AG9550  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9550  GEOID HEIGHT    -        -31.499 (meters)                     GEOID96
 AG9550  GEOID HEIGHT    -        -31.606 (meters)                     GEOID18
 AG9550  NAD 83(2011) X  -    -65,488.142 (meters)                     COMP
 AG9550  NAD 83(2011) Y  - -4,393,010.717 (meters)                     COMP
 AG9550  NAD 83(2011) Z  -  4,608,374.673 (meters)                     COMP
 AG9550  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 AG9550
 AG9550  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9550  Standards:
 AG9550         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9550            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9550  -------------------------------------------------------------------
 AG9550  NETWORK    0.84   2.76           0.38   0.29   1.41     -0.10017961
 AG9550  -------------------------------------------------------------------
 AG9550  Click here for local accuracies and other accuracy information.
 AG9550
 AG9550.The horizontal coordinates were established by GPS observations
 AG9550.and adjusted by the National Geodetic Survey in June 2012.
 AG9550
 AG9550.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9550.been affixed to the stable North American tectonic plate. See 
 AG9550.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9550
 AG9550.The horizontal coordinates are valid at the epoch date displayed above
 AG9550.which is a decimal equivalence of Year/Month/Day.
 AG9550
 AG9550.The orthometric height was determined by GPS observations and a
 AG9550.high-resolution geoid model.
 AG9550
 AG9550.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9550.GEOID18 height accuracy estimate available here.
 AG9550
 AG9550.Click photographs - Photos may exist for this station.
 AG9550
 AG9550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9550
 AG9550.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9550
 AG9550.The ellipsoidal height was determined by GPS observations
 AG9550.and is referenced to NAD 83.
 AG9550
 AG9550. The following values were computed from the NAD 83(2011) position.
 AG9550
 AG9550;                    North         East     Units Scale Factor Converg.
 AG9550;SPC WI N     -   155,168.372   534,514.705   MT  0.99996871   -0 36 58.0
 AG9550;SPC WI N     -   509,081.57  1,753,653.66   sFT  0.99996871   -0 36 58.0
 AG9550;UTM  15      - 5,158,459.092   664,479.704   MT  0.99993254   +1 33 30.6
 AG9550
 AG9550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9550!SPC WI N     -   0.99997001  x   0.99996871  =   0.99993872
 AG9550!UTM  15      -   0.99997001  x   0.99993254  =   0.99990255
 AG9550
 AG9550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6447958459(NAD 83)
 AG9550
 AG9550                          SUPERSEDED SURVEY CONTROL
 AG9550
 AG9550  NAD 83(2007)-  46 33 34.43521(N)    090 51 14.63437(W) AD(2002.00) 0
 AG9550  ELLIP H (02/10/07)  191.348  (m)                       GP(2002.00)    
 AG9550  NAD 83(1997)-  46 33 34.43524(N)    090 51 14.63506(W) AD(       ) 1
 AG9550  ELLIP H (12/26/02)  191.373  (m)                       GP(       ) 3 2
 AG9550  NAD 83(1991)-  46 33 34.43514(N)    090 51 14.63325(W) AD(       ) 1
 AG9550  ELLIP H (04/30/98)  191.371  (m)                       GP(       ) 3 2
 AG9550
 AG9550.Superseded values are not recommended for survey control.
 AG9550
 AG9550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9550.See file dsdata.pdf to determine how the superseded data were derived.
 AG9550
 AG9550_MARKER: DD = SURVEY DISK
 AG9550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9550_STAMPING: 227 AIREND
 AG9550_MARK LOGO: WI-003
 AG9550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9550+STABILITY: SURFACE MOTION
 AG9550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9550+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2008
 AG9550
 AG9550  HISTORY     - Date     Condition        Report By
 AG9550  HISTORY     - 1996     MONUMENTED       WI-003
 AG9550  HISTORY     - 20040504 MARK NOT FOUND   USPSQD
 AG9550  HISTORY     - 20080831 GOOD             GEOCAC
 AG9550
 AG9550                          STATION DESCRIPTION
 AG9550
 AG9550'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1996 (LTN)
 AG9550'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) SOUTH OF THE CITY OF
 AG9550'ASHLAND, ASHLAND COUNTY, WISCONSIN AT THE INTERSECTION OF STATE
 AG9550'HIGHWAY 13 AND OLD AIRPORT ROAD ON LAND OWNED BY THE STATE OF
 AG9550'WISCONSIN, IN THE SW 1/4 OF THE SE 1/4 OF SECTION 10, T.47N., R.4W.,
 AG9550'IN THE CITY OF ASHLAND, ASHLAND COUNTY, WISCONSIN.  TO REACH THE
 AG9550'STATION FROM THE INTERSECTION OF US.  HIGHWAY 2 AND STATE HIGHWAY 13
 AG9550'IN THE CITY OF ASHLAND, WISCONSIN, GO SOUTH ON STATE HIGHWAY 12 3.9 KM
 AG9550'(2.40 MI) TO AIRPORT ROAD.  THEN GO EAST 30 M (98.4 FT) TO THE
 AG9550'STATION.  THE STATION IS 15 M (49.2 FT) NORTH OF AIRPORT ROAD.  THE
 AG9550'STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP STAMPED---227 AIREND--- SET
 AG9550'IN THE TOP OF A ROUND CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER
 AG9550'LOCATED FLUSH WITH THE GROUND.  STATION IS 1 M (3.3 FT) SOUTH OF A
 AG9550'STEEL FENCE POST BEARING THE SIGN (PLEASE DO NOT DISTURB NEARBY GPS
 AG9550'SURVEY MARKER)
 AG9550
 AG9550                          STATION RECOVERY (2004)
 AG9550
 AG9550'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AG9550'MARK NOT FOUND. HIGHWAY 12 SHOULD READ HIGHWAY 2. WITNESS POST FOUND
 AG9550'WITH MUCH RECENT TELEPHONE CO. TRENCHING EVIDENCE SEEN. USPS JRD
 AG9550
 AG9550                          STATION RECOVERY (2008)
 AG9550
 AG9550'RECOVERY NOTE BY GEOCACHING 2008 (CPB)
 AG9550'RECOVERED IN GOOD CONDITION AS DESCRIBED. SURFACE OF DISK HAS SOME
 AG9550'POCK-MARKS, STAMPING OF 'AIREND' APPEARS AS 'IIREND'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0366 ***********************************************************************
 ON0366  DESIGNATION -  227 CAP
 ON0366  PID         -  ON0366
 ON0366  STATE/COUNTY-  WI/CRAWFORD
 ON0366  COUNTRY     -  US
 ON0366  USGS QUAD   -  HARPERS FERRY (2018)
 ON0366
 ON0366                         *CURRENT SURVEY CONTROL
 ON0366  ______________________________________________________________________
 ON0366* NAD 83(1986) POSITION- 43 10 37.     (N) 091 07 47.     (W)   SCALED
 ON0366* NAVD 88 ORTHO HEIGHT -   193.287 (meters)      634.14  (feet) ADJUSTED
 ON0366  ______________________________________________________________________
 ON0366  GEOID HEIGHT    -        -31.765 (meters)                     GEOID18
 ON0366  DYNAMIC HEIGHT  -        193.243 (meters)      634.00  (feet) COMP
 ON0366  MODELED GRAVITY -    980,385.2   (mgal)                       NAVD 88
 ON0366
 ON0366  VERT ORDER      -  FIRST     CLASS I
 ON0366
 ON0366.The horizontal coordinates were scaled from a map and have
 ON0366.an estimated accuracy of +/- 6 seconds.
 ON0366
 ON0366.The orthometric height was determined by differential leveling and
 ON0366.adjusted by the NATIONAL GEODETIC SURVEY
 ON0366.in June 1991.
 ON0366
 ON0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0366.GEOID18 height accuracy estimate available here.
 ON0366
 ON0366.Click photographs - Photos may exist for this station.
 ON0366
 ON0366.The dynamic height is computed by dividing the NAVD 88
 ON0366.geopotential number by the normal gravity value computed on the
 ON0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0366.degrees latitude (g = 980.6199 gals.).
 ON0366
 ON0366.The modeled gravity was interpolated from observed gravity values.
 ON0366
 ON0366;                    North         East    Units  Estimated Accuracy
 ON0366;SPC WI S     -   131,370.      508,150.      MT  (+/- 180 meters Scaled)
 ON0366
 ON0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH520821(NAD 83)
 ON0366
 ON0366                          SUPERSEDED SURVEY CONTROL
 ON0366
 ON0366  NGVD 29 (??/??/92)  193.339  (m)          634.31   (f) ADJ UNCH    1 1
 ON0366
 ON0366.Superseded values are not recommended for survey control.
 ON0366
 ON0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0366.See file dsdata.pdf to determine how the superseded data were derived.
 ON0366
 ON0366_MARKER: P = PIPE CAP
 ON0366_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0366_MARK LOGO: MRC
 ON0366_MAGNETIC: P = MARKER IS A STEEL PIPE
 ON0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0366
 ON0366  HISTORY     - Date     Condition        Report By
 ON0366  HISTORY     - UNK      MONUMENTED       MRC
 ON0366  HISTORY     - 1970     GOOD             NGS
 ON0366
 ON0366                          STATION DESCRIPTION
 ON0366
 ON0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0366'3 MI SW FROM LOCK AND DAM NUMBER 9.
 ON0366'ABOUT 3.0 MILES SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0366'FROM LOCK AND DAM NUMBER 9, 27 RAILS NORTH OF MILEPOST 248,
 ON0366'14 3/4 RAILS NORTH OF AN ABANDONED CONCRETE SEMAPHORE FOUNDATION,
 ON0366'5 RAILS SOUTH OF A 36-INCH CONCRETE TUBULAR CULVERT WITH A
 ON0366'STONE HEADWALL, 29.7 FEET EAST OF THE EAST RAIL OF THE EAST
 ON0366'TRACK, 47 1/2 FEET NORTH OF A TELEPHONE POLE, ABOUT LEVEL WITH
 ON0366'THE TRACK, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE
 ON0366'TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 5 INCHES.  SEC 1/4
 ON0366'7, T 8N, R 6W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4947 ***********************************************************************
 DJ4947  DESIGNATION -  23 INDEPENDENCE GPS
 DJ4947  PID         -  DJ4947
 DJ4947  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4947  COUNTRY     -  US
 DJ4947  USGS QUAD   -  ELK CREEK (2018)
 DJ4947
 DJ4947                         *CURRENT SURVEY CONTROL
 DJ4947  ______________________________________________________________________
 DJ4947* NAD 83(2011) POSITION- 44 22 57.64690(N) 091 25 40.45083(W)   ADJUSTED
 DJ4947* NAD 83(2011) ELLIP HT-   217.133 (meters)        (06/27/12)   ADJUSTED
 DJ4947* NAD 83(2011) EPOCH   -  2010.00
 DJ4947* NAVD 88 ORTHO HEIGHT -   248.223 (meters)      814.38  (feet) ADJUSTED
 DJ4947  ______________________________________________________________________
 DJ4947  GEOID HEIGHT    -        -31.099 (meters)                     GEOID18
 DJ4947  NAD 83(2011) X  -   -113,780.075 (meters)                     COMP
 DJ4947  NAD 83(2011) Y  - -4,564,573.599 (meters)                     COMP
 DJ4947  NAD 83(2011) Z  -  4,438,732.258 (meters)                     COMP
 DJ4947  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 DJ4947  DYNAMIC HEIGHT  -        248.193 (meters)      814.28  (feet) COMP
 DJ4947  MODELED GRAVITY -    980,491.4   (mgal)                       NAVD 88
 DJ4947
 DJ4947  VERT ORDER      -  SECOND    CLASS I
 DJ4947
 DJ4947  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4947  Standards:
 DJ4947         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4947            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4947  -------------------------------------------------------------------
 DJ4947  NETWORK    0.36   0.53           0.16   0.13   0.27      0.01420203
 DJ4947  -------------------------------------------------------------------
 DJ4947  Click here for local accuracies and other accuracy information.
 DJ4947
 DJ4947.The horizontal coordinates were established by GPS observations
 DJ4947.and adjusted by the National Geodetic Survey in June 2012.
 DJ4947
 DJ4947.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4947.been affixed to the stable North American tectonic plate. See 
 DJ4947.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4947
 DJ4947.The horizontal coordinates are valid at the epoch date displayed above
 DJ4947.which is a decimal equivalence of Year/Month/Day.
 DJ4947
 DJ4947.The orthometric height was determined by differential leveling and
 DJ4947.adjusted by the WI DEPT OF TRANSP
 DJ4947.in May 2012.
 DJ4947
 DJ4947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4947.GEOID18 height accuracy estimate available here.
 DJ4947
 DJ4947.Click photographs - Photos may exist for this station.
 DJ4947
 DJ4947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4947
 DJ4947.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4947
 DJ4947.The ellipsoidal height was determined by GPS observations
 DJ4947.and is referenced to NAD 83.
 DJ4947
 DJ4947.The dynamic height is computed by dividing the NAVD 88
 DJ4947.geopotential number by the normal gravity value computed on the
 DJ4947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4947.degrees latitude (g = 980.6199 gals.).
 DJ4947
 DJ4947.The modeled gravity was interpolated from observed gravity values.
 DJ4947
 DJ4947. The following values were computed from the NAD 83(2011) position.
 DJ4947
 DJ4947;                    North         East     Units Scale Factor Converg.
 DJ4947;SPC WI C     -    62,042.700   486,220.431   MT  0.99997756   -1 00 27.0
 DJ4947;SPC WI C     -   203,551.76  1,595,208.20   sFT  0.99997756   -1 00 27.0
 DJ4947;UTM  15      - 4,915,579.487   625,228.896   MT  0.99979286   +1 05 59.1
 DJ4947
 DJ4947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4947!SPC WI C     -   0.99996596  x   0.99997756  =   0.99994352
 DJ4947!UTM  15      -   0.99996596  x   0.99979286  =   0.99975882
 DJ4947
 DJ4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2522815579(NAD 83)
 DJ4947
 DJ4947                          SUPERSEDED SURVEY CONTROL
 DJ4947
 DJ4947  NAD 83(2007)-  44 22 57.64703(N)    091 25 40.45164(W) AD(2002.00) 1
 DJ4947  ELLIP H (07/29/08)  217.164  (m)                       GP(2002.00) 3 1
 DJ4947  NAVD 88             248.21   (m)          814.3    (f) LEVELING    3  
 DJ4947  NAVD 88 (07/08/08)  248.213  (m)          814.35   (f) SUPERSEDED  2 1
 DJ4947
 DJ4947.Superseded values are not recommended for survey control.
 DJ4947
 DJ4947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4947.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4947
 DJ4947_MARKER: DD = SURVEY DISK
 DJ4947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4947_STAMPING: 23 INDEPENDENCE GPS 1995
 DJ4947_MARK LOGO: WI-121
 DJ4947_PROJECTION: FLUSH
 DJ4947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4947+STABILITY: SURFACE MOTION
 DJ4947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4947+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2024
 DJ4947
 DJ4947  HISTORY     - Date     Condition        Report By
 DJ4947  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4947  HISTORY     - 20061025 GOOD             WIDT
 DJ4947  HISTORY     - 20111005 GOOD             WIDT
 DJ4947  HISTORY     - 20150608 GOOD             WIDT
 DJ4947  HISTORY     - 20240130 GOOD             WIDT
 DJ4947
 DJ4947                          STATION DESCRIPTION
 DJ4947
 DJ4947'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4947'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 (OSSEO
 DJ4947'ROAD) WITH STATE HIGHWAY 121 (WHITEHALL ROAD) IN THE CITY OF
 DJ4947'INDEPENDENCE, GO NORTH ON STATE HIGHWAY 93 (OSSEO ROAD) FOR 1.2 MI
 DJ4947'(1.9 KM) TO KOSEK LANE ON THE RIGHT, CONTINUE NORTH ON STATE HIGHWAY
 DJ4947'93 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DJ4947'
 DJ4947'THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION
 DJ4947'DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST,
 DJ4947'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4947'THE STATION IS 14.7 M (48.2 FT) EAST OF THE CENTERLINE OF STATE
 DJ4947'HIGHWAY 93, 84 M (275.6 FT) NORTH OF A FIELD ENTRANCE, AND 1.0 M (3.3
 DJ4947'FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DJ4947'POST.
 DJ4947'
 DJ4947'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4947'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4947
 DJ4947                          STATION RECOVERY (2011)
 DJ4947
 DJ4947'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4947'RECOVERED IN GOOD CONDITION.
 DJ4947
 DJ4947                          STATION RECOVERY (2015)
 DJ4947
 DJ4947'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DJ4947'RECOVERED AS DESCRIBED.
 DJ4947
 DJ4947                          STATION RECOVERY (2024)
 DJ4947
 DJ4947'RECOVERY NOTE BY WI DEPT OF TRANSP 2024 (DJH)
 DJ4947'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4907 ***********************************************************************
 DJ4907  DESIGNATION -  23 WRM
 DJ4907  PID         -  DJ4907
 DJ4907  STATE/COUNTY-  WI/LINCOLN
 DJ4907  COUNTRY     -  US
 DJ4907  USGS QUAD   -  FROMM LOOKOUT TOWER (2018)
 DJ4907
 DJ4907                         *CURRENT SURVEY CONTROL
 DJ4907  ______________________________________________________________________
 DJ4907* NAD 83(1986) POSITION- 45 09 01.71   (N) 089 57 44.67   (W)   HD_HELD1
 DJ4907* NAVD 88 ORTHO HEIGHT -   432.608 (meters)     1419.31  (feet) ADJUSTED
 DJ4907  ______________________________________________________________________
 DJ4907  GEOID HEIGHT    -        -32.786 (meters)                     GEOID18
 DJ4907  DYNAMIC HEIGHT  -        432.561 (meters)     1419.16  (feet) COMP
 DJ4907  MODELED GRAVITY -    980,494.2   (mgal)                       NAVD 88
 DJ4907
 DJ4907  VERT ORDER      -  SECOND    CLASS I
 DJ4907
 DJ4907.The horizontal coordinates were determined by differentially corrected
 DJ4907.hand held GPS observations or other comparable positioning techniques
 DJ4907.and have an estimated accuracy of +/- 3 meters.
 DJ4907
 DJ4907.The orthometric height was determined by differential leveling and
 DJ4907.adjusted by the WI DEPT OF TRANSP
 DJ4907.in May 2012.
 DJ4907
 DJ4907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4907.GEOID18 height accuracy estimate available here.
 DJ4907
 DJ4907.Click photographs - Photos may exist for this station.
 DJ4907
 DJ4907.The dynamic height is computed by dividing the NAVD 88
 DJ4907.geopotential number by the normal gravity value computed on the
 DJ4907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4907.degrees latitude (g = 980.6199 gals.).
 DJ4907
 DJ4907.The modeled gravity was interpolated from observed gravity values.
 DJ4907
 DJ4907;                    North         East    Units  Estimated Accuracy
 DJ4907;SPC WI C     -   146,361.7     602,956.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4907
 DJ4907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR6712903936(NAD 83)
 DJ4907
 DJ4907                          SUPERSEDED SURVEY CONTROL
 DJ4907
 DJ4907  NAVD 88 (07/08/08)  432.594  (m)         1419.27   (f) SUPERSEDED  2 1
 DJ4907
 DJ4907.Superseded values are not recommended for survey control.
 DJ4907
 DJ4907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4907.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4907
 DJ4907_MARKER: DB = BENCH MARK DISK
 DJ4907_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 DJ4907_STAMPING: 23 WRM 1975
 DJ4907_MARK LOGO: USGS
 DJ4907_PROJECTION: FLUSH
 DJ4907_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ4907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4907+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DJ4907
 DJ4907  HISTORY     - Date     Condition        Report By
 DJ4907  HISTORY     - 1975     MONUMENTED       USGS
 DJ4907  HISTORY     - 20060603 GOOD             WIDT
 DJ4907  HISTORY     - 20110706 GOOD             WIDT
 DJ4907
 DJ4907                          STATION DESCRIPTION
 DJ4907
 DJ4907'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4907'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DJ4907'HIGHWAY 97 ABOUT 11 MI (17.7 KM) EAST OF THE CITY OF MEDFORD, GO EAST
 DJ4907'ON STATE HIGHWAY 64 FOR 5.4 MI (8.7 KM) TO GREINER ROAD ON THE RIGHT,
 DJ4907'CONTINUE EAST ON STATE HIGHWAY 64 FOR 1.9 MI (3.1 KM) TO THE STATION
 DJ4907'ON THE LEFT.
 DJ4907'
 DJ4907'THE STATION IS A US GEOLOGICAL SURVEY BENCH MARK DISK ATTACHED TO THE
 DJ4907'TOP OF A COPPER CLAD STEEL ROD INSIDE A 4 INCH (10-CM) CLAY TILE
 DJ4907'SLEEVE, FLUSH WITH THE GROUND, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1
 DJ4907'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 DJ4907'
 DJ4907'THE STATION IS 22.9 M (75.1 FT) NORTH OF THE CENTERLINE OF STATE
 DJ4907'HIGHWAY 64, 0.15 MI (0.2 KM) WEST OF HAGER CITY ROAD, 5.5 M (18.0 FT)
 DJ4907'EAST OF A POWER POLE--3104 22R3--, 4.2 M (13.8 FT) SOUTHWEST OF A
 DJ4907'YELLOW RIGHT-OF-WAY POST, AND 0.3 MI (0.5 KM) SOUTH OF A METAL WITNESS
 DJ4907'POST WITH A WHITE PLAQUE.
 DJ4907'
 DJ4907'--NOTE--ROD DEPTH IS UNKNOWN.
 DJ4907
 DJ4907                          STATION RECOVERY (2011)
 DJ4907
 DJ4907'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4907'NOTE CORRECTION - -  MONUMENT IS 0.3 M (1FT) SOUTHWEST OF A METAL
 DJ4907'WITNESS POST. - - NOT  0.3 MI (0.5 KM).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0347 ***********************************************************************
 ON0347  DESIGNATION -  232=W 1
 ON0347  PID         -  ON0347
 ON0347  STATE/COUNTY-  WI/CRAWFORD
 ON0347  COUNTRY     -  US
 ON0347  USGS QUAD   -  PRAIRIE DU CHIEN (2018)
 ON0347
 ON0347                         *CURRENT SURVEY CONTROL
 ON0347  ______________________________________________________________________
 ON0347* NAD 83(1986) POSITION- 43 03 11.7    (N) 091 09 33.2    (W)   HD_HELD2
 ON0347* NAVD 88 ORTHO HEIGHT -   192.157 (meters)      630.44  (feet) ADJUSTED
 ON0347  ______________________________________________________________________
 ON0347  GEOID HEIGHT    -        -31.630 (meters)                     GEOID18
 ON0347  DYNAMIC HEIGHT  -        192.112 (meters)      630.29  (feet) COMP
 ON0347  MODELED GRAVITY -    980,377.6   (mgal)                       NAVD 88
 ON0347
 ON0347  VERT ORDER      -  FIRST     CLASS II
 ON0347
 ON0347.The horizontal coordinates were established by autonomous hand held GPS
 ON0347.observations and have an estimated accuracy of +/- 10 meters.
 ON0347
 ON0347.The orthometric height was determined by differential leveling and
 ON0347.adjusted by the NATIONAL GEODETIC SURVEY
 ON0347.in June 1991.
 ON0347
 ON0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0347.GEOID18 height accuracy estimate available here.
 ON0347
 ON0347.Click photographs - Photos may exist for this station.
 ON0347
 ON0347.The dynamic height is computed by dividing the NAVD 88
 ON0347.geopotential number by the normal gravity value computed on the
 ON0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0347.degrees latitude (g = 980.6199 gals.).
 ON0347
 ON0347.The modeled gravity was interpolated from observed gravity values.
 ON0347
 ON0347;                    North         East    Units  Estimated Accuracy
 ON0347;SPC WI S     -   117,662.      505,565.      MT  (+/- 10 meters HH2 GPS)
 ON0347
 ON0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4991068372(NAD 83)
 ON0347
 ON0347                          SUPERSEDED SURVEY CONTROL
 ON0347
 ON0347  NGVD 29 (??/??/92)  192.211  (m)          630.61   (f) ADJ UNCH    1 2
 ON0347
 ON0347.Superseded values are not recommended for survey control.
 ON0347
 ON0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0347.See file dsdata.pdf to determine how the superseded data were derived.
 ON0347
 ON0347_MARKER: B = BOLT
 ON0347_SETTING: 0 = UNSPECIFIED SETTING
 ON0347_SP_SET: SILL
 ON0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0347
 ON0347  HISTORY     - Date     Condition        Report By
 ON0347  HISTORY     - 1920     MONUMENTED       CGS
 ON0347  HISTORY     - 1935     GOOD             CGS
 ON0347  HISTORY     - 1970     MARK NOT FOUND   NGS
 ON0347
 ON0347                          STATION DESCRIPTION
 ON0347
 ON0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ON0347'AT PRAIRIE DU CHIEN.
 ON0347'AT PRAIRIE DU CHIEN, CRAWFORD COUNTY, 0.4 MILE SOUTH OF THE
 ON0347'EAST END OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0347'RAILROAD BRIDGE ACROSS THE MISSISSIPPI RIVER, AT THE FRONT OF
 ON0347'THE CO-OPERATIVE CHEMICAL CO. BUILDING (FORMERLY KNOWN AS THE
 ON0347'DOUSMAN HOUSE), AT THE FIRST WINDOW SOUTH OF THE UPSTREAM ENTRANCE,
 ON0347'AND IN THE NORTH END OF THE SILL.  THE TOP OF A COPPER BOLT
 ON0347'LEADED VERTICALLY IN THE SILL AND SURROUNDED BY THE CHISELED
 ON0347'LETTERS USPBM.
 ON0347
 ON0347                          STATION RECOVERY (1970)
 ON0347
 ON0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ON0347'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8410 ***********************************************************************
 AB8410  DESIGNATION -  24
 AB8410  PID         -  AB8410
 AB8410  STATE/COUNTY-  WI/BURNETT
 AB8410  COUNTRY     -  US
 AB8410  USGS QUAD   -  FALUN (2018)
 AB8410
 AB8410                         *CURRENT SURVEY CONTROL
 AB8410  ______________________________________________________________________
 AB8410* NAD 83(2011) POSITION- 45 45 05.64319(N) 092 32 41.55362(W)   ADJUSTED
 AB8410* NAD 83(2011) ELLIP HT-   260.506 (meters)        (06/27/12)   ADJUSTED
 AB8410* NAD 83(2011) EPOCH   -  2010.00
 AB8410* NAVD 88 ORTHO HEIGHT -   287.4   (meters)      943.    (feet) GPS OBS
 AB8410  ______________________________________________________________________
 AB8410  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8410  GEOID HEIGHT    -        -26.396 (meters)                     GEOID93
 AB8410  GEOID HEIGHT    -        -26.908 (meters)                     GEOID18
 AB8410  NAD 83(2011) X  -   -197,957.861 (meters)                     COMP
 AB8410  NAD 83(2011) Y  - -4,453,926.338 (meters)                     COMP
 AB8410  NAD 83(2011) Z  -  4,546,209.549 (meters)                     COMP
 AB8410  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 AB8410
 AB8410  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8410  Standards:
 AB8410         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8410            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8410  -------------------------------------------------------------------
 AB8410  NETWORK    1.35   1.96           0.62   0.46   1.00      0.05132318
 AB8410  -------------------------------------------------------------------
 AB8410  Click here for local accuracies and other accuracy information.
 AB8410
 AB8410.The horizontal coordinates were established by GPS observations
 AB8410.and adjusted by the National Geodetic Survey in June 2012.
 AB8410
 AB8410.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8410.been affixed to the stable North American tectonic plate. See 
 AB8410.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8410
 AB8410.The horizontal coordinates are valid at the epoch date displayed above
 AB8410.which is a decimal equivalence of Year/Month/Day.
 AB8410
 AB8410.The orthometric height was determined by GPS observations and a
 AB8410.high-resolution geoid model.
 AB8410
 AB8410.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8410.GEOID18 height accuracy estimate available here.
 AB8410
 AB8410.Click photographs - Photos may exist for this station.
 AB8410
 AB8410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8410
 AB8410.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8410
 AB8410.The ellipsoidal height was determined by GPS observations
 AB8410.and is referenced to NAD 83.
 AB8410
 AB8410. The following values were computed from the NAD 83(2011) position.
 AB8410
 AB8410;                    North         East     Units Scale Factor Converg.
 AB8410;SPC WI N     -    68,179.893   402,024.615   MT  0.99997158   -1 50 08.9
 AB8410;SPC WI N     -   223,686.87  1,318,975.76   sFT  0.99997158   -1 50 08.9
 AB8410;UTM  15      - 5,066,546.257   535,398.682   MT  0.99961540   +0 19 33.7
 AB8410
 AB8410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8410!SPC WI N     -   0.99995916  x   0.99997158  =   0.99993074
 AB8410!UTM  15      -   0.99995916  x   0.99961540  =   0.99957458
 AB8410
 AB8410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3539866546(NAD 83)
 AB8410
 AB8410                          SUPERSEDED SURVEY CONTROL
 AB8410
 AB8410  NAD 83(2007)-  45 45 05.64324(N)    092 32 41.55417(W) AD(2002.00) 0
 AB8410  ELLIP H (02/10/07)  260.546  (m)                       GP(2002.00)    
 AB8410  NAD 83(1997)-  45 45 05.64330(N)    092 32 41.55458(W) AD(       ) 1
 AB8410  ELLIP H (01/30/03)  260.578  (m)                       GP(       ) 4 1
 AB8410  NAD 83(1991)-  45 45 05.64303(N)    092 32 41.55268(W) AD(       ) 1
 AB8410  ELLIP H (12/09/96)  260.614  (m)                       GP(       ) 4 1
 AB8410
 AB8410.Superseded values are not recommended for survey control.
 AB8410
 AB8410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8410.See file dsdata.pdf to determine how the superseded data were derived.
 AB8410
 AB8410_MARKER: DD = SURVEY DISK
 AB8410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8410+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AB8410
 AB8410  HISTORY     - Date     Condition        Report By
 AB8410  HISTORY     - 1991     MONUMENTED       WI-013
 AB8410
 AB8410                          STATION DESCRIPTION
 AB8410
 AB8410'DESCRIBED BY BURNETT COUNTY WISCONSIN 1991
 AB8410'THE STATION IS LOCATED 13.2 KM (8.20 MI) SOUTHWEST OF THE VILLAGE OF
 AB8410'SIREN (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE TRUNK HIGHWAY
 AB8410'35 AND COUNTY ROAD B INTERSECT) , 10.9 KM (6.75 MI) SOUTHEAST OF THE
 AB8410'VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHWEST QUARTER OF THE
 AB8410'NORTHWEST QUARTER, SECTION 25, T38N, R18W, TOWN OF WOOD LAKE.  TO
 AB8410'REACH THE STATION FROM THE VILLAGE OF SIREN, WISCONSIN (WHERE STATE
 AB8410'HIGHWAY 70, STATE HIGHWAY 35 AND COUNTY ROAD B JUNCTION) , GO WEST
 AB8410'ALONG STATE TRUNK HIGHWAY 70 14.20 KM (8.80 MI) TO LITTLE WOOD LAKE
 AB8410'ROAD, GO SOUTH ALONG LITTLE WOOD LAKE ROAD 2.41 KM (1.50 MI) TO PUBLIC
 AB8410'LANDING ROAD, GO EAST THEN NORTHERLY ALONG PUBLIC LANDING ROAD .33 KM
 AB8410'(0.20 MI) TO STATION LOCATED 36 FEET (11.0 M) SOUTH AND 42 FEET (12.8
 AB8410'M) EAST OF ROAD, AT PUBLIC ACCESS OF LITTLE WOOD LAKE, NORTH OF
 AB8410'ADDRESS NUMBER 10935.  THIS STATION IS A EXISTING BURNETT COUNTY BENCH
 AB8410'MARK ESTABLISHED IN 1991.  FIBERGLASS WITNESS POST SET 1 FOOT (0.3 M)
 AB8410'EAST OF THE STATION.  THE STATION MARKER IS SET IN A 15 CM ROUND
 AB8410'CONCRETE MONUMENT 9 CM BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5183 ***********************************************************************
 DH5183  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5183  DESIGNATION -  24 164W
 DH5183  PID         -  DH5183
 DH5183  STATE/COUNTY-  WI/MONROE
 DH5183  COUNTRY     -  US
 DH5183  USGS QUAD   -  MELVINA (2018)
 DH5183
 DH5183                         *CURRENT SURVEY CONTROL
 DH5183  ______________________________________________________________________
 DH5183* NAD 83(2011) POSITION- 43 51 12.90512(N) 090 47 28.08193(W)   ADJUSTED
 DH5183* NAD 83(2011) ELLIP HT-   216.312 (meters)        (06/27/12)   ADJUSTED
 DH5183* NAD 83(2011) EPOCH   -  2010.00
 DH5183* NAVD 88 ORTHO HEIGHT -   249.48  (meters)      818.5   (feet) GPS OBS
 DH5183  ______________________________________________________________________
 DH5183  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5183  GEOID HEIGHT    -        -33.163 (meters)                     GEOID12A
 DH5183  GEOID HEIGHT    -        -33.164 (meters)                     GEOID18
 DH5183  NAD 83(2011) X  -    -63,609.804 (meters)                     COMP
 DH5183  NAD 83(2011) Y  - -4,606,479.133 (meters)                     COMP
 DH5183  NAD 83(2011) Z  -  4,396,524.603 (meters)                     COMP
 DH5183  LAPLACE CORR    -         -6.61  (seconds)                    DEFLEC18
 DH5183
 DH5183  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5183  Standards:
 DH5183         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5183            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5183  -------------------------------------------------------------------
 DH5183  NETWORK    0.22   0.33           0.10   0.08   0.17      0.03716068
 DH5183  -------------------------------------------------------------------
 DH5183  Click here for local accuracies and other accuracy information.
 DH5183
 DH5183.The horizontal coordinates were established by GPS observations
 DH5183.and adjusted by the National Geodetic Survey in June 2012.
 DH5183
 DH5183.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5183.been affixed to the stable North American tectonic plate. See 
 DH5183.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5183
 DH5183.The horizontal coordinates are valid at the epoch date displayed above
 DH5183.which is a decimal equivalence of Year/Month/Day.
 DH5183
 DH5183.The orthometric height was determined by GPS observations and a
 DH5183.high-resolution geoid model using precise GPS observation and
 DH5183.processing techniques.
 DH5183
 DH5183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5183.GEOID18 height accuracy estimate available here.
 DH5183
 DH5183.Click photographs - Photos may exist for this station.
 DH5183
 DH5183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5183
 DH5183.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5183
 DH5183.The ellipsoidal height was determined by GPS observations
 DH5183.and is referenced to NAD 83.
 DH5183
 DH5183. The following values were computed from the NAD 83(2011) position.
 DH5183
 DH5183;                    North         East     Units Scale Factor Converg.
 DH5183;SPC WI S     -   206,220.911   536,393.593   MT  0.99996368   -0 32 36.9
 DH5183;SPC WI S     -   676,576.44  1,759,817.98   sFT  0.99996368   -0 32 36.9
 DH5183;UTM  15      - 4,857,982.512   677,530.629   MT  0.99998766   +1 31 50.7
 DH5183
 DH5183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5183!SPC WI S     -   0.99996608  x   0.99996368  =   0.99992976
 DH5183!UTM  15      -   0.99996608  x   0.99998766  =   0.99995374
 DH5183
 DH5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7753057982(NAD 83)
 DH5183
 DH5183                          SUPERSEDED SURVEY CONTROL
 DH5183
 DH5183  NAD 83(2007)-  43 51 12.90513(N)    090 47 28.08274(W) AD(2002.00) 0
 DH5183  ELLIP H (02/10/07)  216.345  (m)                       GP(2002.00)    
 DH5183  NAD 83(1997)-  43 51 12.90510(N)    090 47 28.08320(W) AD(       ) 1
 DH5183  ELLIP H (08/01/05)  216.338  (m)                       GP(       ) 2 1
 DH5183  NAVD 88 (07/26/07)  249.49   (m)  GEOID03  model used  GPS OBS        
 DH5183
 DH5183.Superseded values are not recommended for survey control.
 DH5183
 DH5183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5183.See file dsdata.pdf to determine how the superseded data were derived.
 DH5183
 DH5183_MARKER: DD = SURVEY DISK
 DH5183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5183_STAMPING: 24-164W 1996
 DH5183_MARK LOGO: WI-081
 DH5183_PROJECTION: FLUSH
 DH5183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5183+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2010
 DH5183
 DH5183  HISTORY     - Date     Condition        Report By
 DH5183  HISTORY     - 1996     MONUMENTED       WI-081
 DH5183  HISTORY     - 20030226 GOOD             WIDT
 DH5183  HISTORY     - 20100831 GOOD             WIDT
 DH5183
 DH5183                          STATION DESCRIPTION
 DH5183
 DH5183'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5183'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5183'STATE HIGHWAY  16 WITH STATE HIGHWAY 27 AT THE INTERSECTION OF
 DH5183'WISCONSIN AVENUE WITH BLACK RIVER  STREET IN THE CITY OF SPARTA, GO
 DH5183'SOUTH ON STATE HIGHWAY 27 (BLACK RIVER STREET) FOR 4.4 MI  TO JANCING
 DH5183'AVENUE ON THE LEFT, TURN LEFT AND GO EAST ON JANCING AVENUE FOR 0.2 MI
 DH5183'TO  KANSAS AVENUE ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST ON KANSAS
 DH5183'AVENUE FOR 2.5 MI TO  COUNTY HIGHWAY XX, TURN RIGHT AND GO SOUTH ON
 DH5183'COUNTY HIGHWAY XX FOR 0.1 MI TO THE  STATION ON THE RIGHT.  THE
 DH5183'STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL MARK  DISK SET IN
 DH5183'THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT 0.5 M BELOW HIGHWAY
 DH5183'PAVEMENT.  THE STATION IS 10.3 M WEST OF THE CENTERLINE OF COUNTY
 DH5183'HIGHWAY XX, 5 M NORTH  OF EXTENDED CENTERLINE OF FIELD ENTRANCE, 3.0 M
 DH5183'NORTH-NORTHEAST OF A --R/W-- POST, 1.0 M  WEST, SOUTHEAST, AND
 DH5183'NORTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.   ---NOTE---THIS
 DH5183'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5183'ABOVE THE HORIZON.
 DH5183
 DH5183                          STATION RECOVERY (2010)
 DH5183
 DH5183'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5183'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS.  TO
 DH5183'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DH5183'HIGHWAY XX APPROXIMATELY 3 MILES NORTH-NORTHWEST OF THE VILLAGE OF
 DH5183'MELVINA AND 7 MILES SOUTH OF THE CITY OF SPARTA, GO NORTH ON COUNTY
 DH5183'HIGHWAY XX FOR 0.58 MILE TO THE STATION ON THE LEFT.
 DH5183'ADD---THE STATION IS 12.4 M SOUTH OF THE TOP CENTER OF A PIPE CULVERT
 DH5183'UNDER A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5228 ***********************************************************************
 DK5228  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5228  DESIGNATION -  24 BURNSIDE W GPS
 DK5228  PID         -  DK5228
 DK5228  STATE/COUNTY-  WI/TREMPEALEAU
 DK5228  COUNTRY     -  US
 DK5228  USGS QUAD   -  LOOKOUT (2018)
 DK5228
 DK5228                         *CURRENT SURVEY CONTROL
 DK5228  ______________________________________________________________________
 DK5228* NAD 83(2011) POSITION- 44 22 58.27138(N) 091 30 48.60450(W)   ADJUSTED
 DK5228* NAD 83(2011) ELLIP HT-   226.261 (meters)        (06/27/12)   ADJUSTED
 DK5228* NAD 83(2011) EPOCH   -  2010.00
 DK5228* NAVD 88 ORTHO HEIGHT -   257.22  (meters)      843.9   (feet) GPS OBS
 DK5228  ______________________________________________________________________
 DK5228  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5228  GEOID HEIGHT    -        -30.959 (meters)                     GEOID12A
 DK5228  GEOID HEIGHT    -        -30.958 (meters)                     GEOID18
 DK5228  NAD 83(2011) X  -   -120,599.103 (meters)                     COMP
 DK5228  NAD 83(2011) Y  - -4,564,391.565 (meters)                     COMP
 DK5228  NAD 83(2011) Z  -  4,438,752.419 (meters)                     COMP
 DK5228  LAPLACE CORR    -         -4.40  (seconds)                    DEFLEC18
 DK5228
 DK5228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5228  Standards:
 DK5228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5228  -------------------------------------------------------------------
 DK5228  NETWORK    0.46   0.67           0.21   0.16   0.34     -0.05766048
 DK5228  -------------------------------------------------------------------
 DK5228  Click here for local accuracies and other accuracy information.
 DK5228
 DK5228.The horizontal coordinates were established by GPS observations
 DK5228.and adjusted by the National Geodetic Survey in June 2012.
 DK5228
 DK5228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5228.been affixed to the stable North American tectonic plate. See 
 DK5228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5228
 DK5228.The horizontal coordinates are valid at the epoch date displayed above
 DK5228.which is a decimal equivalence of Year/Month/Day.
 DK5228
 DK5228.The orthometric height was determined by GPS observations and a
 DK5228.high-resolution geoid model using precise GPS observation and
 DK5228.processing techniques.
 DK5228
 DK5228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5228.GEOID18 height accuracy estimate available here.
 DK5228
 DK5228.Click photographs - Photos may exist for this station.
 DK5228
 DK5228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5228
 DK5228.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5228
 DK5228.The ellipsoidal height was determined by GPS observations
 DK5228.and is referenced to NAD 83.
 DK5228
 DK5228. The following values were computed from the NAD 83(2011) position.
 DK5228
 DK5228;                    North         East     Units Scale Factor Converg.
 DK5228;SPC WI C     -    62,185.502   479,400.834   MT  0.99997754   -1 04 04.4
 DK5228;SPC WI C     -   204,020.27  1,572,834.24   sFT  0.99997754   -1 04 04.4
 DK5228;UTM  15      - 4,915,471.428   618,409.990   MT  0.99977243   +1 02 23.5
 DK5228
 DK5228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5228!SPC WI C     -   0.99996452  x   0.99997754  =   0.99994206
 DK5228!UTM  15      -   0.99996452  x   0.99977243  =   0.99973696
 DK5228
 DK5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1840915471(NAD 83)
 DK5228
 DK5228                          SUPERSEDED SURVEY CONTROL
 DK5228
 DK5228  NAD 83(2007)-  44 22 58.27151(N)    091 30 48.60531(W) AD(2002.00) 1
 DK5228  ELLIP H (07/29/08)  226.292  (m)                       GP(2002.00) 3 1
 DK5228  NAVD 88 (07/29/08)  257.22   (m)  GEOID03  model used  GPS OBS        
 DK5228
 DK5228.Superseded values are not recommended for survey control.
 DK5228
 DK5228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5228.See file dsdata.pdf to determine how the superseded data were derived.
 DK5228
 DK5228_MARKER: DD = SURVEY DISK
 DK5228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5228_STAMPING: 24 BURNSIDE W GPS 1995
 DK5228_MARK LOGO: WI-121
 DK5228_PROJECTION: FLUSH
 DK5228_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK5228+STABILITY: SURFACE MOTION
 DK5228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5228+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2016
 DK5228
 DK5228  HISTORY     - Date     Condition        Report By
 DK5228  HISTORY     - 1995     MONUMENTED       WI-121
 DK5228  HISTORY     - 20061025 GOOD             WIDT
 DK5228  HISTORY     - 20111004 GOOD             WIDT
 DK5228  HISTORY     - 20111005 GOOD             WIDT
 DK5228  HISTORY     - 20160830 GOOD             WIDT
 DK5228
 DK5228                          STATION DESCRIPTION
 DK5228
 DK5228'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5228'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY X WITH COUNTY
 DK5228'HIGHWAY XX ABOUT 2 MI (3.2 KM) WEST OF THE CITY OF INDEPENDENCE, GO
 DK5228'NORTHWEST ON COUNTY HIGHWAY X FOR 0.25 MI (0.4 KM) TO THE STATION ON
 DK5228'THE RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC
 DK5228'CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER
 DK5228'CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DK5228'HIGHWAY PAVEMENT.  THE STATION IS 7.1 M (23.3 FT) NORTHEAST OF THE
 DK5228'CENTERLINE OF COUNTY HIGHWAY X, 27.4 M (89.9 FT) EAST-SOUTHEAST OF A
 DK5228'POWER POLE, 7 M (23.0 FT) NORTHWEST OF A FIELD ENTRANCE, AND 1.0 M
 DK5228'(3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DK5228'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5228'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO
 DK5228'THE NORTHWEST OF THE STATION EXTENDING TO 20 DEGREES ABOVE THE
 DK5228'HORIZON.
 DK5228
 DK5228                          STATION RECOVERY (2011)
 DK5228
 DK5228'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5228'RECOVERED IN GOOD CONDITION.
 DK5228
 DK5228                          STATION RECOVERY (2011)
 DK5228
 DK5228'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5228'CORRECT DESCRIPTION - - TO REACH THE STATION FROM THE JUNCTION OF
 DK5228'COUNTY HIGHWAY X WITH COUNTY HIGHWAY XX, ABOUT 2 MI (3.2 KM) WEST OF
 DK5228'THE CITY OF INDEPENDENCE, GO NORTHWESTERLY ON COUNTY HIGHWAY X 2.65 MI
 DK5228'(4.25 KM) TO LYGA VALLEY ROAD ON THE LEFT. CONTINUE ON COUNTY HIGHWAY
 DK5228'X NORTHWESTERLY FOR 0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.
 DK5228
 DK5228                          STATION RECOVERY (2016)
 DK5228
 DK5228'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DK5228'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0522 ***********************************************************************
 QM0522  DESIGNATION -  24 SAN
 QM0522  PID         -  QM0522
 QM0522  STATE/COUNTY-  WI/ONEIDA
 QM0522  COUNTRY     -  US
 QM0522  USGS QUAD   -  GEORGE LAKE (2018)
 QM0522
 QM0522                         *CURRENT SURVEY CONTROL
 QM0522  ______________________________________________________________________
 QM0522* NAD 83(1986) POSITION- 45 35 15.     (N) 089 15 33.     (W)   SCALED
 QM0522* NAVD 88 ORTHO HEIGHT -   489.979 (meters)     1607.54  (feet) ADJUSTED
 QM0522  ______________________________________________________________________
 QM0522  GEOID HEIGHT    -        -32.590 (meters)                     GEOID18
 QM0522  DYNAMIC HEIGHT  -        489.948 (meters)     1607.44  (feet) COMP
 QM0522  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 QM0522
 QM0522  VERT ORDER      -  FIRST     CLASS II
 QM0522
 QM0522.The horizontal coordinates were scaled from a map and have
 QM0522.an estimated accuracy of +/- 6 seconds.
 QM0522
 QM0522.The orthometric height was determined by differential leveling and
 QM0522.adjusted by the NATIONAL GEODETIC SURVEY
 QM0522.in June 1991.
 QM0522
 QM0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0522.GEOID18 height accuracy estimate available here.
 QM0522
 QM0522.Click photographs - Photos may exist for this station.
 QM0522
 QM0522.The dynamic height is computed by dividing the NAVD 88
 QM0522.geopotential number by the normal gravity value computed on the
 QM0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0522.degrees latitude (g = 980.6199 gals.).
 QM0522
 QM0522.The modeled gravity was interpolated from observed gravity values.
 QM0522
 QM0522;                    North         East    Units  Estimated Accuracy
 QM0522;SPC WI N     -    47,040.      657,810.      MT  (+/- 180 meters Scaled)
 QM0522
 QM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR237506(NAD 83)
 QM0522
 QM0522                          SUPERSEDED SURVEY CONTROL
 QM0522
 QM0522.No superseded survey control is available for this station.
 QM0522
 QM0522_MARKER: DD = SURVEY DISK
 QM0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0522_STAMPING: 24 SAN 1963 1608
 QM0522_MARK LOGO: USGS
 QM0522_PROJECTION: PROJECTING 6 CENTIMETERS
 QM0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0522+STABILITY: SURFACE MOTION
 QM0522
 QM0522  HISTORY     - Date     Condition        Report By
 QM0522  HISTORY     - 1963     MONUMENTED       USGS
 QM0522  HISTORY     - 1985     POOR             NGS
 QM0522  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 QM0522
 QM0522                          STATION DESCRIPTION
 QM0522
 QM0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0522'14.4 KM (8.95 MI) EAST FROM RHINELANDER.
 QM0522'RECOVERED IN POOR CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.4 KM
 QM0522'(8.95 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH ONEIDA
 QM0522'AVENUE IN RHINELANDER, 43.8 M (143.7 FT) NORTH OF THE CENTERLINE OF
 QM0522'THE HIGHWAY, 30.4 M (99.7 FT) WEST OF BENCH MARK C 226, AND 14.5 M
 QM0522'(47.6 FT) WEST OF THE CENTER OF HAYMEADOW ROAD.  NOTE--THE DISK HAS
 QM0522'BEEN SCARRED AND THE STAMPING IS DIFFICULT TO READ.
 QM0522'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QM0522
 QM0522                          STATION RECOVERY (2003)
 QM0522
 QM0522'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0522'NOT FOUND IN DEEP UNDERGROWTH.  NOTE-- HAY MEADOW ROAD JUNCTIONS WITH
 QM0522'HIGHWAY 8 IN TWO PLACES.  THE STATION IS NEAR THE EASTERN BRANCH OF
 QM0522'HAY MEADOW ROAD.  THERE IS A YELLOW SURVEY MARKER SIGN ATTACHED TO A
 QM0522'TREE NORTH OF AN ABANDONED ROAD AND A YELLOW WOOD RIGHT-OF-WAY POST
 QM0522'NEAR BY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8287 ***********************************************************************
 DP8287  DESIGNATION -  243318
 DP8287  PID         -  DP8287
 DP8287  STATE/COUNTY-  WI/MARINETTE
 DP8287  COUNTRY     -  US
 DP8287  USGS QUAD   -  HIGH FALLS RESERVOIR (2018)
 DP8287
 DP8287                         *CURRENT SURVEY CONTROL
 DP8287  ______________________________________________________________________
 DP8287* NAD 83(1986) POSITION- 45 19 08.51   (N) 088 12 20.16   (W)   HD_HELD1
 DP8287* NAVD 88 ORTHO HEIGHT -   285.427 (meters)      936.44  (feet) ADJUSTED
 DP8287  ______________________________________________________________________
 DP8287  GEOID HEIGHT    -        -35.625 (meters)                     GEOID18
 DP8287  DYNAMIC HEIGHT  -        285.408 (meters)      936.38  (feet) COMP
 DP8287  MODELED GRAVITY -    980,541.8   (mgal)                       NAVD 88
 DP8287
 DP8287  VERT ORDER      -  SECOND    CLASS I
 DP8287
 DP8287.The horizontal coordinates were determined by differentially corrected
 DP8287.hand held GPS observations or other comparable positioning techniques
 DP8287.and have an estimated accuracy of +/- 3 meters.
 DP8287
 DP8287.The orthometric height was determined by differential leveling and
 DP8287.adjusted by the NATIONAL GEODETIC SURVEY
 DP8287.in February 2017.
 DP8287
 DP8287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8287.GEOID18 height accuracy estimate available here.
 DP8287
 DP8287.Click photographs - Photos may exist for this station.
 DP8287
 DP8287.The dynamic height is computed by dividing the NAVD 88
 DP8287.geopotential number by the normal gravity value computed on the
 DP8287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8287.degrees latitude (g = 980.6199 gals.).
 DP8287
 DP8287.The modeled gravity was interpolated from observed gravity values.
 DP8287
 DP8287;                    North         East    Units  Estimated Accuracy
 DP8287;SPC WI C     -   166,647.3     740,679.8     MT  (+/- 3 meters HH1 GPS) 
 DP8287
 DP8287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0550919098(NAD 83)
 DP8287
 DP8287                          SUPERSEDED SURVEY CONTROL
 DP8287
 DP8287.No superseded survey control is available for this station.
 DP8287
 DP8287_MARKER: DD = SURVEY DISK
 DP8287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8287_STAMPING: 243318 2000
 DP8287_MARK LOGO: WI-075
 DP8287_PROJECTION: FLUSH
 DP8287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8287+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2014
 DP8287
 DP8287  HISTORY     - Date     Condition        Report By
 DP8287  HISTORY     - 2000     MONUMENTED       WI-075
 DP8287  HISTORY     - 20141001 GOOD             WIDT
 DP8287
 DP8287                          STATION DESCRIPTION
 DP8287
 DP8287'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8287'HE STATION IS APPROXIMATELY 12.8 MI (20.6 KM) WEST-SOUTHWEST OF
 DP8287'WAUSAUKEE, 11.3 MI (18.2 KM) NORTHWEST OF CRIVITZ AND 7.4 MI (11.9 KM)
 DP8287'SOUTHEAST OF SILVER CLIFF.
 DP8287'
 DP8287'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DP8287'HIGHWAY X ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF CRIVITZ, GO
 DP8287'WEST ON COUNTY HIGHWAY X FOR APPROXIMATELY 5.3 MI (8.5 KM) TO THE
 DP8287'JUNCTION OF COUNTY HIGHWAY X WITH PARKWAY ROAD.  TURN RIGHT AND GO
 DP8287'NORTH ON PARKWAY ROAD FOR 0.6 MI (1.0 KM) TO RANCH ROAD ON THE LEFT.
 DP8287'TURN LEFT AND GO WEST ON RANCH ROAD FOR 0.3 MI (0.5 KM) TO THE STATION
 DP8287'ON THE LEFT.
 DP8287'
 DP8287'THE STATION IS 7.8 M (25.6 FT) SOUTH OF THE CENTERLINE OF RANCH ROAD,
 DP8287'29.9 M (98.1 FT) WEST OF A POWER POLE -3318 23R1-, 18.7 M (61.4 FT)
 DP8287'EAST OF A POWER POLE -3318 23R20-, 16.4 M (53.8 FT) EAST OF THE
 DP8287'EXTENDED CENTER OF A DRIVEWAY -W12118- AND LOCATED BETWEEN TWO WHITE
 DP8287'PLASTIC WITNESS POSTS.
 DP8287'
 DP8287'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8287'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8287'GPS NETWORK GEODETIC CONTROL STATION DISK SET IN THE TOP OF A CONCRETE
 DP8287'POST, ABOUT 0.5 M (1.6 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2497 ***********************************************************************
 DQ2497  DESIGNATION -  243322
 DQ2497  PID         -  DQ2497
 DQ2497  STATE/COUNTY-  WI/MARINETTE
 DQ2497  COUNTRY     -  US
 DQ2497  USGS QUAD   -  MCALLISTER (2018)
 DQ2497
 DQ2497                         *CURRENT SURVEY CONTROL
 DQ2497  ______________________________________________________________________
 DQ2497* NAD 83(1986) POSITION- 45 19 10.82   (N) 087 42 55.10   (W)   HD_HELD1
 DQ2497* NAVD 88 ORTHO HEIGHT -   216.638 (meters)      710.75  (feet) ADJUSTED
 DQ2497  ______________________________________________________________________
 DQ2497  GEOID HEIGHT    -        -36.579 (meters)                     GEOID18
 DQ2497  DYNAMIC HEIGHT  -        216.621 (meters)      710.70  (feet) COMP
 DQ2497  MODELED GRAVITY -    980,534.0   (mgal)                       NAVD 88
 DQ2497
 DQ2497  VERT ORDER      -  SECOND    CLASS I
 DQ2497
 DQ2497.The horizontal coordinates were determined by differentially corrected
 DQ2497.hand held GPS observations or other comparable positioning techniques
 DQ2497.and have an estimated accuracy of +/- 3 meters.
 DQ2497
 DQ2497.The orthometric height was determined by differential leveling and
 DQ2497.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2497.in February 2017.
 DQ2497
 DQ2497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2497.GEOID18 height accuracy estimate available here.
 DQ2497
 DQ2497.Click photographs - Photos may exist for this station.
 DQ2497
 DQ2497.The dynamic height is computed by dividing the NAVD 88
 DQ2497.geopotential number by the normal gravity value computed on the
 DQ2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2497.degrees latitude (g = 980.6199 gals.).
 DQ2497
 DQ2497.The modeled gravity was interpolated from observed gravity values.
 DQ2497
 DQ2497;                    North         East    Units  Estimated Accuracy
 DQ2497;SPC WI C     -   167,684.0     779,107.5     MT  (+/- 3 meters HH1 GPS) 
 DQ2497
 DQ2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4393718711(NAD 83)
 DQ2497
 DQ2497                          SUPERSEDED SURVEY CONTROL
 DQ2497
 DQ2497.No superseded survey control is available for this station.
 DQ2497
 DQ2497_MARKER: DD = SURVEY DISK
 DQ2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2497_STAMPING: 243322 2000
 DQ2497_MARK LOGO: WI-075
 DQ2497_PROJECTION: FLUSH
 DQ2497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2497+STABILITY: SURFACE MOTION
 DQ2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2497+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2021
 DQ2497
 DQ2497  HISTORY     - Date     Condition        Report By
 DQ2497  HISTORY     - 2000     MONUMENTED       WI-075
 DQ2497  HISTORY     - 20150806 GOOD             WIDT
 DQ2497  HISTORY     - 20210816 GOOD             NV5GEO
 DQ2497
 DQ2497                          STATION DESCRIPTION
 DQ2497
 DQ2497'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2497'THE STATION IS 15 MI (24.1 KM) NORTH OF MARINETTE, 15 MI (24.1 KM)
 DQ2497'NORTHEAST OF CRIVITZ, AND 12 MI (19.3 KM) EAST-SOUTHEAST OF WAUSAUKEE.
 DQ2497'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2497'COUNTY HIGHWAY JJ EAST IN THE COMMUNITY OF MCALLISTER, ABOUT 12 MI
 DQ2497'(19.3 KM) EAST-SOUTHEAST OF THE VILLAGE OF WAUSAUKEE, GO SOUTH ON
 DQ2497'STATE HIGHWAY 180 FOR 0.5 MI (0.8 KM) TO LYNCH ROAD ON THE LEFT AND
 DQ2497'THE STATION ON THE LEFT.
 DQ2497'
 DQ2497'THE STATION IS A BRONZE MARINETTE COUNTY GPS NETWORK GEODETIC CONTROL
 DQ2497'MARK DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DQ2497'ABOUT LEVEL WITH THE ROAD GRADE.  THE STATION IS 23.1 M (75.8 FT) EAST
 DQ2497'OF THE CENTERLINE OF STATE HIGHWAY 180, 17.9 M (58.7 FT) SOUTH OF THE
 DQ2497'CENTERLINE OF LYNCH ROAD, 15.4 M (50.5 FT) WEST-SOUTHWEST OF A POWER
 DQ2497'POLE -3322 24W13-, 14.6 M (47.9 FT) NORTHEAST OF A RIGHT-OF-WAY POST,
 DQ2497'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ2497'WITNESS POSTS.
 DQ2497'
 DQ2497'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2497'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST EXTENDING
 DQ2497'TO 35 DEGREES ABOVE THE HORIZON.
 DQ2497
 DQ2497                          STATION RECOVERY (2021)
 DQ2497
 DQ2497'RECOVERY NOTE BY NV5 GEOSPATIAL 2021 (BN)
 DQ2497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5413 ***********************************************************************
 DH5413  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5413  DESIGNATION -  25 163W
 DH5413  PID         -  DH5413
 DH5413  STATE/COUNTY-  WI/MONROE
 DH5413  COUNTRY     -  US
 DH5413  USGS QUAD   -  SAINT MARYS (2018)
 DH5413
 DH5413                         *CURRENT SURVEY CONTROL
 DH5413  ______________________________________________________________________
 DH5413* NAD 83(2011) POSITION- 43 50 28.86608(N) 090 40 33.45388(W)   ADJUSTED
 DH5413* NAD 83(2011) ELLIP HT-   395.551 (meters)        (06/27/12)   ADJUSTED
 DH5413* NAD 83(2011) EPOCH   -  2010.00
 DH5413* NAVD 88 ORTHO HEIGHT -   428.96  (meters)     1407.3   (feet) GPS OBS
 DH5413  ______________________________________________________________________
 DH5413  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5413  GEOID HEIGHT    -        -33.411 (meters)                     GEOID12A
 DH5413  GEOID HEIGHT    -        -33.412 (meters)                     GEOID18
 DH5413  NAD 83(2011) X  -    -54,362.493 (meters)                     COMP
 DH5413  NAD 83(2011) Y  - -4,607,668.507 (meters)                     COMP
 DH5413  NAD 83(2011) Z  -  4,395,668.480 (meters)                     COMP
 DH5413  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 DH5413
 DH5413  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5413  Standards:
 DH5413         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5413            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5413  -------------------------------------------------------------------
 DH5413  NETWORK    0.31   0.49           0.14   0.11   0.25      0.06666864
 DH5413  -------------------------------------------------------------------
 DH5413  Click here for local accuracies and other accuracy information.
 DH5413
 DH5413.The horizontal coordinates were established by GPS observations
 DH5413.and adjusted by the National Geodetic Survey in June 2012.
 DH5413
 DH5413.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5413.been affixed to the stable North American tectonic plate. See 
 DH5413.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5413
 DH5413.The horizontal coordinates are valid at the epoch date displayed above
 DH5413.which is a decimal equivalence of Year/Month/Day.
 DH5413
 DH5413.The orthometric height was determined by GPS observations and a
 DH5413.high-resolution geoid model using precise GPS observation and
 DH5413.processing techniques.
 DH5413
 DH5413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5413.GEOID18 height accuracy estimate available here.
 DH5413
 DH5413.Click photographs - Photos may exist for this station.
 DH5413
 DH5413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5413
 DH5413.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5413
 DH5413.The ellipsoidal height was determined by GPS observations
 DH5413.and is referenced to NAD 83.
 DH5413
 DH5413. The following values were computed from the NAD 83(2011) position.
 DH5413
 DH5413;                    North         East     Units Scale Factor Converg.
 DH5413;SPC WI S     -   204,780.341   545,642.272   MT  0.99996202   -0 27 52.0
 DH5413;SPC WI S     -   671,850.17  1,790,161.35   sFT  0.99996202   -0 27 52.0
 DH5413;UTM  15      - 4,856,877.631   686,825.817   MT  1.00002932   +1 36 36.9
 DH5413
 DH5413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5413!SPC WI S     -   0.99993798  x   0.99996202  =   0.99990000
 DH5413!UTM  15      -   0.99993798  x   1.00002932  =   0.99996730
 DH5413
 DH5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8682556877(NAD 83)
 DH5413
 DH5413                          SUPERSEDED SURVEY CONTROL
 DH5413
 DH5413  NAD 83(2007)-  43 50 28.86608(N)    090 40 33.45467(W) AD(2002.00) 0
 DH5413  ELLIP H (02/10/07)  395.578  (m)                       GP(2002.00)    
 DH5413  NAD 83(1997)-  43 50 28.86605(N)    090 40 33.45515(W) AD(       ) 1
 DH5413  ELLIP H (08/01/05)  395.571  (m)                       GP(       ) 2 1
 DH5413  NAVD 88 (07/26/07)  428.98   (m)  GEOID03  model used  GPS OBS        
 DH5413
 DH5413.Superseded values are not recommended for survey control.
 DH5413
 DH5413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5413.See file dsdata.pdf to determine how the superseded data were derived.
 DH5413
 DH5413_MARKER: DD = SURVEY DISK
 DH5413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5413_STAMPING: 25-163W 1997
 DH5413_MARK LOGO: WI-081
 DH5413_PROJECTION: FLUSH
 DH5413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5413+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2003
 DH5413
 DH5413  HISTORY     - Date     Condition        Report By
 DH5413  HISTORY     - 1997     MONUMENTED       WI-081
 DH5413  HISTORY     - 20030304 GOOD             WIDT
 DH5413
 DH5413                          STATION DESCRIPTION
 DH5413
 DH5413'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5413'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5413'STATE HIGHWAY  71 WITH COUNTY HIGHWAY U (WATER STREET) IN THE VILLAGE
 DH5413'OF NORWALK, GO NORTHWEST ON  STATE HIGHWAY 71 FOR 3.7 MI TO COUNTY
 DH5413'HIGHWAY XU ON THE LEFT, TURN LEFT AND GO SOUTH ON  COUNTY HIGHWAY XU
 DH5413'FOR 0.8 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE MONROE
 DH5413'COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 DH5413'ROUND  CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH5413'STATION IS 8.4 M EAST OF THE  CENTERLINE OF COUNTY HIGHWAY XU, 0.2 MI
 DH5413'NORTH OF PRIVATE ENTRANCE --23257--, 0.2 MI SOUTH  OF PRIVATE ENTRANCE
 DH5413'--22884--, AND 1.0 M WEST, NORTH-NORTHEAST, AND SOUTH-SOUTHEAST OF
 DH5413'THREE ORANGE 4X4 PLASTIC WITNESS POSTS. ---NOTE---THIS STATION HAS NO
 DH5413'VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5413'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5393 ***********************************************************************
 DH5393  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5393  DESIGNATION -  25 173W
 DH5393  PID         -  DH5393
 DH5393  STATE/COUNTY-  WI/MONROE
 DH5393  COUNTRY     -  US
 DH5393  USGS QUAD   -  CITY ROCK (2018)
 DH5393
 DH5393                         *CURRENT SURVEY CONTROL
 DH5393  ______________________________________________________________________
 DH5393* NAD 83(2011) POSITION- 43 55 24.72889(N) 090 41 05.69151(W)   ADJUSTED
 DH5393* NAD 83(2011) ELLIP HT-   245.073 (meters)        (06/27/12)   ADJUSTED
 DH5393* NAD 83(2011) EPOCH   -  2010.00
 DH5393* NAVD 88 ORTHO HEIGHT -   278.52  (meters)      913.8   (feet) GPS OBS
 DH5393  ______________________________________________________________________
 DH5393  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5393  GEOID HEIGHT    -        -33.450 (meters)                     GEOID12A
 DH5393  GEOID HEIGHT    -        -33.449 (meters)                     GEOID18
 DH5393  NAD 83(2011) X  -    -55,005.671 (meters)                     COMP
 DH5393  NAD 83(2011) Y  - -4,601,221.874 (meters)                     COMP
 DH5393  NAD 83(2011) Z  -  4,402,146.135 (meters)                     COMP
 DH5393  LAPLACE CORR    -         -5.75  (seconds)                    DEFLEC18
 DH5393
 DH5393  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5393  Standards:
 DH5393         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5393            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5393  -------------------------------------------------------------------
 DH5393  NETWORK    0.26   0.43           0.11   0.10   0.22     -0.01444745
 DH5393  -------------------------------------------------------------------
 DH5393  Click here for local accuracies and other accuracy information.
 DH5393
 DH5393.The horizontal coordinates were established by GPS observations
 DH5393.and adjusted by the National Geodetic Survey in June 2012.
 DH5393
 DH5393.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5393.been affixed to the stable North American tectonic plate. See 
 DH5393.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5393
 DH5393.The horizontal coordinates are valid at the epoch date displayed above
 DH5393.which is a decimal equivalence of Year/Month/Day.
 DH5393
 DH5393.The orthometric height was determined by GPS observations and a
 DH5393.high-resolution geoid model using precise GPS observation and
 DH5393.processing techniques.
 DH5393
 DH5393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5393.GEOID18 height accuracy estimate available here.
 DH5393
 DH5393.Click photographs - Photos may exist for this station.
 DH5393
 DH5393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5393
 DH5393.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5393
 DH5393.The ellipsoidal height was determined by GPS observations
 DH5393.and is referenced to NAD 83.
 DH5393
 DH5393. The following values were computed from the NAD 83(2011) position.
 DH5393
 DH5393;                    North         East     Units Scale Factor Converg.
 DH5393;SPC WI S     -   213,917.088   544,997.173   MT  0.99997407   -0 28 14.2
 DH5393;SPC WI S     -   701,826.31  1,788,044.89   sFT  0.99997407   -0 28 14.2
 DH5393;UTM  15      - 4,865,985.554   685,850.125   MT  1.00002484   +1 36 23.1
 DH5393
 DH5393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5393!SPC WI S     -   0.99996157  x   0.99997407  =   0.99993564
 DH5393!UTM  15      -   0.99996157  x   1.00002484  =   0.99998641
 DH5393
 DH5393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8585065985(NAD 83)
 DH5393
 DH5393                          SUPERSEDED SURVEY CONTROL
 DH5393
 DH5393  NAD 83(2007)-  43 55 24.72886(N)    090 41 05.69229(W) AD(2002.00) 0
 DH5393  ELLIP H (02/10/07)  245.105  (m)                       GP(2002.00)    
 DH5393  NAD 83(1997)-  43 55 24.72884(N)    090 41 05.69279(W) AD(       ) 1
 DH5393  ELLIP H (08/01/05)  245.098  (m)                       GP(       ) 2 1
 DH5393  NAVD 88 (07/26/07)  278.51   (m)  GEOID03  model used  GPS OBS        
 DH5393
 DH5393.Superseded values are not recommended for survey control.
 DH5393
 DH5393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5393.See file dsdata.pdf to determine how the superseded data were derived.
 DH5393
 DH5393_MARKER: DD = SURVEY DISK
 DH5393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5393_STAMPING: 25-173W 1996
 DH5393_MARK LOGO: WI-081
 DH5393_PROJECTION: FLUSH
 DH5393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5393+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DH5393
 DH5393  HISTORY     - Date     Condition        Report By
 DH5393  HISTORY     - 1996     MONUMENTED       WI-081
 DH5393  HISTORY     - 20030227 GOOD             WIDT
 DH5393  HISTORY     - 20061003 GOOD             WIDT
 DH5393  HISTORY     - 20100908 GOOD             WIDT
 DH5393  HISTORY     - 20180709 GOOD             WIDT
 DH5393
 DH5393                          STATION DESCRIPTION
 DH5393
 DH5393'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5393'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5393'INTERSTATE 90  WITH STATE HIGHWAY 16 ABOUT 3 MI EAST OF THE CITY OF
 DH5393'SPARTA, GO EAST ON STATE HIGHWAY  16 FOR 4.0 MI TO COUNTY HIGHWAY A
 DH5393'SOUTH ON THE RIGHT, TURN RIGHT AND GO SOUTH ON  COUNTY HIGHWAY A FOR
 DH5393'0.7 MI TO COUNTY HIGHWAY AA ON THE RIGHT , TURN RIGHT AND GO  SOUTH ON
 DH5393'COUNTY HIGHWAY AA FOR 0.55 MI TO THE STATION ON THE RIGHT.  THE
 DH5393'STATION IS A  BRONZE MONROE COUNTY GEODETIC CONTROL MARKER DISK SET IN
 DH5393'THE TOP OF A 45-CM DIAMETER  CONCRETE POST ABOUT 0.5 M ABOVE THE
 DH5393'HIGHWAY PAVEMENT.  THE STATION IS 8.8 M WEST OF THE  CENTERLINE OF
 DH5393'COUNTY HIGHWAY AA, 37.8 M NORTH OF TELEPHONE PEDESTAL --CLVY 5000 5--,
 DH5393'12.7 M  SOUTH OF POWER POLE --17-3W-25 12-36--, 1.3 M NORTH-NORTHWEST
 DH5393'OF A WOOD POST FOR A --NO  TRESPASSING-- SIGN, AND 1.0 M
 DH5393'NORTH-NORTHWEST, SOUTH-SOUTHWEST, AND EAST OF THREE  ORANGE 4X4
 DH5393'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5393'OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZION.
 DH5393
 DH5393                          STATION RECOVERY (2006)
 DH5393
 DH5393'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH5393'RECOVERED IN GOOD CONDITION.
 DH5393
 DH5393                          STATION RECOVERY (2010)
 DH5393
 DH5393'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5393'RECOVERED IN GOOD CONDITION.
 DH5393
 DH5393                          STATION RECOVERY (2018)
 DH5393
 DH5393'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DH5393'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9252 ***********************************************************************
 DQ9252  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ9252  DESIGNATION -  25 174W
 DQ9252  PID         -  DQ9252
 DQ9252  STATE/COUNTY-  WI/MONROE
 DQ9252  COUNTRY     -  US
 DQ9252  USGS QUAD   -  SPARTA (2018)
 DQ9252
 DQ9252                         *CURRENT SURVEY CONTROL
 DQ9252  ______________________________________________________________________
 DQ9252* NAD 83(2011) POSITION- 43 55 34.49245(N) 090 47 43.39365(W)   ADJUSTED
 DQ9252* NAD 83(2011) ELLIP HT-   228.963 (meters)        (08/28/18)   ADJUSTED
 DQ9252* NAD 83(2011) EPOCH   -  2010.00
 DQ9252* NAVD 88 ORTHO HEIGHT -   262.14  (meters)      860.0   (feet) GPS OBS
 DQ9252  ______________________________________________________________________
 DQ9252  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9252  GEOID HEIGHT    -        -33.176 (meters)                     GEOID12B
 DQ9252  GEOID HEIGHT    -        -33.173 (meters)                     GEOID18
 DQ9252  NAD 83(2011) X  -    -63,874.183 (meters)                     COMP
 DQ9252  NAD 83(2011) Y  - -4,600,886.628 (meters)                     COMP
 DQ9252  NAD 83(2011) Z  -  4,402,352.010 (meters)                     COMP
 DQ9252  LAPLACE CORR    -         -7.53  (seconds)                    DEFLEC18
 DQ9252
 DQ9252  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9252  Standards:
 DQ9252         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9252            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9252  -------------------------------------------------------------------
 DQ9252  NETWORK    0.79   1.43           0.36   0.27   0.73     -0.05235712
 DQ9252  -------------------------------------------------------------------
 DQ9252  Click here for local accuracies and other accuracy information.
 DQ9252
 DQ9252.The horizontal coordinates were established by GPS observations
 DQ9252.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DQ9252
 DQ9252.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9252.been affixed to the stable North American tectonic plate. See 
 DQ9252.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9252
 DQ9252.The horizontal coordinates are valid at the epoch date displayed above
 DQ9252.which is a decimal equivalence of Year/Month/Day.
 DQ9252
 DQ9252.The orthometric height was determined by GPS observations and a
 DQ9252.high-resolution geoid model using precise GPS observation and
 DQ9252.processing techniques.
 DQ9252
 DQ9252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9252.GEOID18 height accuracy estimate available here.
 DQ9252
 DQ9252.Click photographs - Photos may exist for this station.
 DQ9252
 DQ9252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9252
 DQ9252.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9252
 DQ9252.The ellipsoidal height was determined by GPS observations
 DQ9252.and is referenced to NAD 83.
 DQ9252
 DQ9252. The following values were computed from the NAD 83(2011) position.
 DQ9252
 DQ9252;                    North         East     Units Scale Factor Converg.
 DQ9252;SPC WI S     -   214,297.155   536,128.652   MT  0.99997450   -0 32 47.4
 DQ9252;SPC WI S     -   703,073.25  1,758,948.75   sFT  0.99997450   -0 32 47.4
 DQ9252;UTM  15      - 4,866,044.005   676,973.384   MT  0.99998522   +1 31 47.3
 DQ9252
 DQ9252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9252!SPC WI S     -   0.99996410  x   0.99997450  =   0.99993860
 DQ9252!UTM  15      -   0.99996410  x   0.99998522  =   0.99994932
 DQ9252
 DQ9252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7697366044(NAD 83)
 DQ9252
 DQ9252                          SUPERSEDED SURVEY CONTROL
 DQ9252
 DQ9252.No superseded survey control is available for this station.
 DQ9252
 DQ9252_MARKER: DD = SURVEY DISK
 DQ9252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ9252_STAMPING: 25 174 W
 DQ9252_MARK LOGO: WI-081
 DQ9252_PROJECTION: FLUSH
 DQ9252_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ9252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9252+STABILITY: SURFACE MOTION
 DQ9252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9252+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DQ9252
 DQ9252  HISTORY     - Date     Condition        Report By
 DQ9252  HISTORY     - 1996     MONUMENTED       WI-081
 DQ9252  HISTORY     - 20180709 GOOD             WIDT
 DQ9252
 DQ9252                          STATION DESCRIPTION
 DQ9252
 DQ9252'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9252'THE STATION IS 15 MI (24.1 KM) WEST OF TOMAH, 15 MI (24.1 KM) EAST OF
 DQ9252'WEST SALEM, AND 1 MI (1.6 KM) SOUTH OF SPARTA.
 DQ9252'
 DQ9252'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND STATE
 DQ9252'HIGHWAY 71 (WISCONSIN STREET) WITH STATE HIGHWAY 21 (WATER STREET) IN
 DQ9252'THE CITY OF SPARTA, GO SOUTH ON WATER STREET FOR 0.05 MI (0.08 KM) TO
 DQ9252'WALRATH STREET ON THE LEFT, TURN LEFT AND GO EAST ON WALRATH STREET
 DQ9252'FOR 0.7 MI (1.1 KM) TO JOHN STREET ON THE RIGHT.  TURN RIGHT AND GO
 DQ9252'SOUTH ON JOHN STREET FOR 0.5 MI (0.8 KM) TO HALO AVENUE ON THE RIGHT
 DQ9252'(JOHN STREET BECOMES KNOWN AS IGLOO ROAD), CONTINUE SOUTH ON IGLOO
 DQ9252'ROAD FOR 0.3 MI (0.5 KM) TO THE SOUTH END OF A BRIDGE CROSSING OVER
 DQ9252'INTERSTATE HIGHWAY 90 AND THE STATION ON THE RIGHT.
 DQ9252'
 DQ9252'THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL STATION DISK
 DQ9252'SET IN THE TOP OF A 40 CM (16 INCHES) DIAMETER CONCRETE POST, ABOUT
 DQ9252'LEVEL WITH THE PAVEMENT GRADE.  THE STATION IS 6.5 M (21.3 FT) WEST OF
 DQ9252'THE CENTERLINE OF IGLOO ROAD, 6.4 M (21.0 FT) SOUTH-SOUTHWEST OF THE
 DQ9252'SOUTH END OF THE WEST PARAPET WALL OF THE BRIDGE OVER INTERSTATE
 DQ9252'HIGHWAY 90 -B-41-85-68-, 1.5 M (4.9 FT) WEST OF A STEEL BEAM GUARD
 DQ9252'RAIL ALONG THE WEST EDGE OF PAVEMENT, AND 0.5 M (1.6 FT) EAST OF AN
 DQ9252'ORANGE PLASTIC WITNESS POST.
 DQ9252'
 DQ9252'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTHWEST EXTENDING TO
 DQ9252'30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR5239 ***********************************************************************
 DR5239  DESIGNATION -  25 190 A
 DR5239  PID         -  DR5239
 DR5239  STATE/COUNTY-  WI/IOWA
 DR5239  COUNTRY     -  US
 DR5239  USGS QUAD   -  JONESDALE (2018)
 DR5239
 DR5239                         *CURRENT SURVEY CONTROL
 DR5239  ______________________________________________________________________
 DR5239* NAD 83(1986) POSITION- 42 57 01.26   (N) 090 05 40.34   (W)   HD_HELD1
 DR5239* NAVD 88 ORTHO HEIGHT -   310.255 (meters)     1017.89  (feet) ADJUSTED
 DR5239  ______________________________________________________________________
 DR5239  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 DR5239  DYNAMIC HEIGHT  -        310.163 (meters)     1017.59  (feet) COMP
 DR5239  MODELED GRAVITY -    980,315.3   (mgal)                       NAVD 88
 DR5239
 DR5239  VERT ORDER      -  SECOND    CLASS I
 DR5239
 DR5239.The horizontal coordinates were determined by differentially corrected
 DR5239.hand held GPS observations or other comparable positioning techniques
 DR5239.and have an estimated accuracy of +/- 3 meters.
 DR5239
 DR5239.The orthometric height was determined by differential leveling and
 DR5239.adjusted by the NATIONAL GEODETIC SURVEY
 DR5239.in July 2020.
 DR5239
 DR5239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5239.GEOID18 height accuracy estimate available here.
 DR5239
 DR5239.Click photographs - Photos may exist for this station.
 DR5239
 DR5239.The dynamic height is computed by dividing the NAVD 88
 DR5239.geopotential number by the normal gravity value computed on the
 DR5239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5239.degrees latitude (g = 980.6199 gals.).
 DR5239
 DR5239.The modeled gravity was interpolated from observed gravity values.
 DR5239
 DR5239;                    North         East    Units  Estimated Accuracy
 DR5239;SPC WI S     -   105,579.4     592,285.3     MT  (+/- 3 meters HH1 GPS) 
 DR5239
 DR5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3701759397(NAD 83)
 DR5239
 DR5239                          SUPERSEDED SURVEY CONTROL
 DR5239
 DR5239.No superseded survey control is available for this station.
 DR5239
 DR5239_MARKER: DV = VERTICAL CONTROL DISK
 DR5239_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5239_SP_SET: BOX CULVERT
 DR5239_STAMPING: 25 190 A 2019
 DR5239_MARK LOGO: WIDT
 DR5239_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5239+STABILITY: SURFACE MOTION
 DR5239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5239+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2019
 DR5239
 DR5239  HISTORY     - Date     Condition        Report By
 DR5239  HISTORY     - 2019     MONUMENTED       WIDT
 DR5239  HISTORY     - 20191110 GOOD             WIDT
 DR5239
 DR5239                          STATION DESCRIPTION
 DR5239
 DR5239'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR5239'THE STATION IS 8 MI (12.9 KM) NORTHEAST OF MINERAL POINT, 6 MI (9.7
 DR5239'KM) SOUTHWEST OF RIDGEWAY, AND 2 MI (3.2 KM) SOUTHEAST OF DODGEVILLE.
 DR5239'
 DR5239'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 (IOWA
 DR5239'STREET) WITH STATE HIGHWAY 191 (DIVISION STREET) IN THE CITY OF
 DR5239'DODGEVILLE, GO EAST ON STATE HIGHWAY 191 (DIVISION STREET) FOR 0.85 MI
 DR5239'(1.37 KM) TO A FIVE-WAY INTERSECTION AND RIGHT TURN IN THE STATE
 DR5239'HIGHWAY 191 ROUTE, TURN RIGHT AND CONTINUE SOUTHEAST ON STATE HIGHWAY
 DR5239'191 FOR 1.15 MI (1.85 KM) TO A BOX CULVERT OVER A DRAINAGE WAY AND THE
 DR5239'STATION ON THE RIGHT.
 DR5239'
 DR5239'THE STATION IS AN ALUMINUM BRONZE WISCONSIN DEPARTMENT OF
 DR5239'TRANSPORTATION SURVEY DISK SET IN THE TOP OF THE SOUTHWEST WING WALL
 DR5239'OF THE BOX CULVERT -B-25-190-, ABOUT 0.3 LOWER THAN HIGHWAY PAVEMENT
 DR5239'GRADE.  THE STATION IS 7.3 M (24.0 FT) SOUTH OF THE CENTERLINE OF
 DR5239'STATE HIGHWAY 191, 13.5 M (44.3 FT) NORTH OF AN ELECTRIFIED FENCE
 DR5239'LINE, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC CULVERT MARKER POST,
 DR5239'AND 0.85 M (2.8 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DR5239'
 DR5239'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DR5239'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE WEST EXTENDING TO
 DR5239'30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5229 ***********************************************************************
 DK5229  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5229  DESIGNATION -  25 LINCOLN SW GPS
 DK5229  PID         -  DK5229
 DK5229  STATE/COUNTY-  WI/TREMPEALEAU
 DK5229  COUNTRY     -  US
 DK5229  USGS QUAD   -  INDEPENDENCE (2018)
 DK5229
 DK5229                         *CURRENT SURVEY CONTROL
 DK5229  ______________________________________________________________________
 DK5229* NAD 83(2011) POSITION- 44 20 39.46025(N) 091 24 02.03723(W)   ADJUSTED
 DK5229* NAD 83(2011) ELLIP HT-   230.879 (meters)        (06/27/12)   ADJUSTED
 DK5229* NAD 83(2011) EPOCH   -  2010.00
 DK5229* NAVD 88 ORTHO HEIGHT -   262.04  (meters)      859.7   (feet) GPS OBS
 DK5229  ______________________________________________________________________
 DK5229  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5229  GEOID HEIGHT    -        -31.160 (meters)                     GEOID12A
 DK5229  GEOID HEIGHT    -        -31.155 (meters)                     GEOID18
 DK5229  NAD 83(2011) X  -   -111,675.338 (meters)                     COMP
 DK5229  NAD 83(2011) Y  - -4,567,618.762 (meters)                     COMP
 DK5229  NAD 83(2011) Z  -  4,435,692.395 (meters)                     COMP
 DK5229  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC18
 DK5229
 DK5229  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5229  Standards:
 DK5229         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5229            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5229  -------------------------------------------------------------------
 DK5229  NETWORK    0.41   0.65           0.18   0.15   0.33     -0.02613529
 DK5229  -------------------------------------------------------------------
 DK5229  Click here for local accuracies and other accuracy information.
 DK5229
 DK5229.The horizontal coordinates were established by GPS observations
 DK5229.and adjusted by the National Geodetic Survey in June 2012.
 DK5229
 DK5229.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5229.been affixed to the stable North American tectonic plate. See 
 DK5229.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5229
 DK5229.The horizontal coordinates are valid at the epoch date displayed above
 DK5229.which is a decimal equivalence of Year/Month/Day.
 DK5229
 DK5229.The orthometric height was determined by GPS observations and a
 DK5229.high-resolution geoid model using precise GPS observation and
 DK5229.processing techniques.
 DK5229
 DK5229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5229.GEOID18 height accuracy estimate available here.
 DK5229
 DK5229.Click photographs - Photos may exist for this station.
 DK5229
 DK5229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5229
 DK5229.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5229
 DK5229.The ellipsoidal height was determined by GPS observations
 DK5229.and is referenced to NAD 83.
 DK5229
 DK5229. The following values were computed from the NAD 83(2011) position.
 DK5229
 DK5229;                    North         East     Units Scale Factor Converg.
 DK5229;SPC WI C     -    57,740.144   488,324.954   MT  0.99998351   -0 59 17.5
 DK5229;SPC WI C     -   189,435.79  1,602,112.79   sFT  0.99998351   -0 59 17.5
 DK5229;UTM  15      - 4,911,357.984   627,489.750   MT  0.99979989   +1 07 05.2
 DK5229
 DK5229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5229!SPC WI C     -   0.99996380  x   0.99998351  =   0.99994731
 DK5229!UTM  15      -   0.99996380  x   0.99979989  =   0.99976370
 DK5229
 DK5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2748911357(NAD 83)
 DK5229
 DK5229                          SUPERSEDED SURVEY CONTROL
 DK5229
 DK5229  NAD 83(2007)-  44 20 39.46037(N)    091 24 02.03805(W) AD(2002.00) 1
 DK5229  ELLIP H (07/29/08)  230.910  (m)                       GP(2002.00) 3 1
 DK5229  NAVD 88 (07/29/08)  262.03   (m)  GEOID03  model used  GPS OBS        
 DK5229
 DK5229.Superseded values are not recommended for survey control.
 DK5229
 DK5229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5229.See file dsdata.pdf to determine how the superseded data were derived.
 DK5229
 DK5229_MARKER: DD = SURVEY DISK
 DK5229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5229_STAMPING: 25 LINCOLN SW GPS 1995
 DK5229_MARK LOGO: WI-121
 DK5229_PROJECTION: FLUSH
 DK5229_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK5229+STABILITY: SURFACE MOTION
 DK5229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5229+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2016
 DK5229
 DK5229  HISTORY     - Date     Condition        Report By
 DK5229  HISTORY     - 1995     MONUMENTED       WI-121
 DK5229  HISTORY     - 20061025 GOOD             WIDT
 DK5229  HISTORY     - 20111005 GOOD             WIDT
 DK5229  HISTORY     - 20160830 GOOD             WIDT
 DK5229
 DK5229                          STATION DESCRIPTION
 DK5229
 DK5229'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5229'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 (WASHINGTON
 DK5229'STREET) WITH COUNTY HIGHWAY Q (GREENE STREET) IN THE CITY OF
 DK5229'INDEPENDENCE, GO SOUTH THEN EAST ON COUNTY HIGHWAY Q (GREENE STREET)
 DK5229'FOR 1.3 MI (2.1 KM) TO BISEK ROAD ON THE RIGHT, CONTINUE EAST ON
 DK5229'COUNTY HIGHWAY Q FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.  THE
 DK5229'STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK
 DK5229'SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED
 DK5229'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DK5229'STATION IS 7.9 M (25.9 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DK5229'Q, 45 M (147.6 FT) EAST OF A FIELD ENTRANCE, 6 M (19.7 FT) WEST OF A
 DK5229'FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF
 DK5229'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5229'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5229'HORIZON.
 DK5229
 DK5229                          STATION RECOVERY (2011)
 DK5229
 DK5229'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5229'RECOVERED IN GOOD CONDITION.
 DK5229
 DK5229                          STATION RECOVERY (2016)
 DK5229
 DK5229'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DK5229'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2666 ***********************************************************************
 DL2666  DESIGNATION -  25 RB
 DL2666  PID         -  DL2666
 DL2666  STATE/COUNTY-  WI/SHAWANO
 DL2666  COUNTRY     -  US
 DL2666  USGS QUAD   -  MARION (2018)
 DL2666
 DL2666                         *CURRENT SURVEY CONTROL
 DL2666  ______________________________________________________________________
 DL2666* NAD 83(1986) POSITION- 44 43 20.43   (N) 088 53 27.09   (W)   HD_HELD1
 DL2666* NAVD 88 ORTHO HEIGHT -   275.072 (meters)      902.47  (feet) ADJUSTED
 DL2666  ______________________________________________________________________
 DL2666  GEOID HEIGHT    -        -36.263 (meters)                     GEOID18
 DL2666  DYNAMIC HEIGHT  -        275.030 (meters)      902.33  (feet) COMP
 DL2666  MODELED GRAVITY -    980,458.3   (mgal)                       NAVD 88
 DL2666
 DL2666  VERT ORDER      -  SECOND    CLASS I
 DL2666
 DL2666.The horizontal coordinates were determined by differentially corrected
 DL2666.hand held GPS observations or other comparable positioning techniques
 DL2666.and have an estimated accuracy of +/- 3 meters.
 DL2666
 DL2666.The orthometric height was determined by differential leveling and
 DL2666.adjusted by the NATIONAL GEODETIC SURVEY
 DL2666.in February 2017.
 DL2666
 DL2666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2666.GEOID18 height accuracy estimate available here.
 DL2666
 DL2666.Click photographs - Photos may exist for this station.
 DL2666
 DL2666.The dynamic height is computed by dividing the NAVD 88
 DL2666.geopotential number by the normal gravity value computed on the
 DL2666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2666.degrees latitude (g = 980.6199 gals.).
 DL2666
 DL2666.The modeled gravity was interpolated from observed gravity values.
 DL2666
 DL2666;                    North         East    Units  Estimated Accuracy
 DL2666;SPC WI C     -    99,385.1     687,866.0     MT  (+/- 3 meters HH1 GPS) 
 DL2666
 DL2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5025353845(NAD 83)
 DL2666
 DL2666                          SUPERSEDED SURVEY CONTROL
 DL2666
 DL2666  NAVD 88 (05/08/12)  275.071  (m)          902.46   (f) SUPERSEDED  2 1
 DL2666
 DL2666.Superseded values are not recommended for survey control.
 DL2666
 DL2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2666.See file dsdata.pdf to determine how the superseded data were derived.
 DL2666
 DL2666_MARKER: DD = SURVEY DISK
 DL2666_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL2666_SP_SET: PARAPET
 DL2666_STAMPING: 25 RB 1968
 DL2666_MARK LOGO: USGS
 DL2666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2666+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2013
 DL2666
 DL2666  HISTORY     - Date     Condition        Report By
 DL2666  HISTORY     - 1968     MONUMENTED       USGS
 DL2666  HISTORY     - 20080916 GOOD             WIDT
 DL2666  HISTORY     - 20130625 GOOD             WIDT
 DL2666
 DL2666                          STATION DESCRIPTION
 DL2666
 DL2666'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2666'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M (MAIN
 DL2666'STREET) WITH COUNTY HIGHWAY G (MILL STREET) IN THE COMMUNITY OF
 DL2666'CAROLINE APPROXIMATELY 3.5 MI (5.6 KM) NORTH-NORTHWEST OF THE CITY OF
 DL2666'MARION, GO NORTH ON COUNTY HIGHWAY G (MILL STREET) FOR 0.1 MILE TO
 DL2666'BRIDGE --B-58-2-48-- OVER THE MIDDLE BRANCH OF THE EMBARRASS RIVER AND
 DL2666'THE STATION ON THE LEFT.
 DL2666'
 DL2666'THE STATION IS A BRONZE U.S. DEPARTMENT OF INTERIOR GEODETIC SURVEY
 DL2666'DISK STAMPED --25 RB 1968-- SET IN A DRILL HOLE IN THE TOP OF THE
 DL2666'MIDDLE OF THE WEST BRIDGE PARAPET APPROXIMATELY 0.3 M (1.0 FT) ABOVE
 DL2666'THE HIGHWAY PAVEMENT.
 DL2666'
 DL2666'THE STATION IS 3.9 M (12.8 FT) WEST OF THE CENTERLINE OF COUNTY
 DL2666'HIGHWAY G AND 25.0 M (82.0 FT) NORTH OF THE SOUTH END AND 25.0 M (82.0
 DL2666'FT) SOUTH OF THE NORTH END OF THE BRIDGE.
 DL2666'
 DL2666'NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 DL2666'EXTENDING TO 40 DEGREES AND TREES TO THE SOUTH EXTENDING TO 20 DEGREES
 DL2666'ABOVE THE HORIZON.
 DL2666
 DL2666                          STATION RECOVERY (2013)
 DL2666
 DL2666'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DL2666'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9298 ***********************************************************************
 DQ9298  DESIGNATION -  26 11 A
 DQ9298  PID         -  DQ9298
 DQ9298  STATE/COUNTY-  WI/IRON
 DQ9298  COUNTRY     -  US
 DQ9298  USGS QUAD   -  SAXON (2018)
 DQ9298
 DQ9298                         *CURRENT SURVEY CONTROL
 DQ9298  ______________________________________________________________________
 DQ9298* NAD 83(1986) POSITION- 46 29 56.40   (N) 090 23 48.76   (W)   HD_HELD1
 DQ9298* NAVD 88 ORTHO HEIGHT -   344.687 (meters)     1130.86  (feet) ADJUSTED
 DQ9298  ______________________________________________________________________
 DQ9298  GEOID HEIGHT    -        -30.785 (meters)                     GEOID18
 DQ9298  DYNAMIC HEIGHT  -        344.712 (meters)     1130.94  (feet) COMP
 DQ9298  MODELED GRAVITY -    980,674.1   (mgal)                       NAVD 88
 DQ9298
 DQ9298  VERT ORDER      -  SECOND    CLASS I
 DQ9298
 DQ9298.The horizontal coordinates were determined by differentially corrected
 DQ9298.hand held GPS observations or other comparable positioning techniques
 DQ9298.and have an estimated accuracy of +/- 3 meters.
 DQ9298
 DQ9298.The orthometric height was determined by differential leveling and
 DQ9298.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9298.in December 2018.
 DQ9298
 DQ9298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9298.GEOID18 height accuracy estimate available here.
 DQ9298
 DQ9298.Click photographs - Photos may exist for this station.
 DQ9298
 DQ9298.The dynamic height is computed by dividing the NAVD 88
 DQ9298.geopotential number by the normal gravity value computed on the
 DQ9298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9298.degrees latitude (g = 980.6199 gals.).
 DQ9298
 DQ9298.The modeled gravity was interpolated from observed gravity values.
 DQ9298
 DQ9298;                    North         East    Units  Estimated Accuracy
 DQ9298;SPC WI N     -   148,160.1     569,535.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9298
 DQ9298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9974252784(NAD 83)
 DQ9298
 DQ9298                          SUPERSEDED SURVEY CONTROL
 DQ9298
 DQ9298.No superseded survey control is available for this station.
 DQ9298
 DQ9298_MARKER: DD = SURVEY DISK
 DQ9298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ9298_SP_SET: PARAPET WALL
 DQ9298_STAMPING: 26 11 A 2018
 DQ9298_MARK LOGO: WIDT
 DQ9298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9298+STABILITY: SURFACE MOTION
 DQ9298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9298+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DQ9298
 DQ9298  HISTORY     - Date     Condition        Report By
 DQ9298  HISTORY     - 2018     MONUMENTED       WIDT
 DQ9298  HISTORY     - 20180718 GOOD             WIDT
 DQ9298
 DQ9298                          STATION DESCRIPTION
 DQ9298
 DQ9298'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9298'THE STATION IS LOCATED 24 MI (38.6 KM) EAST-SOUTHEAST OF ASHLAND, 17
 DQ9298'MI (27.4 KM) NORTHEAST OF MELLEN, AND 11 MI (17.7 KM) WEST-NORTHWEST
 DQ9298'OF HURLEY.
 DQ9298'
 DQ9298'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 WITH STATE
 DQ9298'HIGHWAY 122, ABOUT 0.5 MI (0.8 KM) NORTH OF THE COMMUNITY OF SAXON, GO
 DQ9298'EAST ON US HIGHWAY 2 FOR 0.8 MI (1.3 KM) TO A BRIDGE CROSSING OVER THE
 DQ9298'WISCONSIN CENTRAL RAILROAD TRACKS AND THE STATION ON THE RIGHT.
 DQ9298'
 DQ9298'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9298'SURVEY DISK SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE
 DQ9298'SOUTH PARAPET WALL OF THE BRIDGE -B-26-11-, ABOUT 1.15 M (3.8 FT)
 DQ9298'ABOVE THE PAVEMENT GRADE.  THE STATION IS 7.0 M (23.0 FT) SOUTHWEST OF
 DQ9298'THE CENTERLINE OF US HIGHWAY 2, 1.5 M (4.9 FT) SOUTHEAST OF THE
 DQ9298'NORTHWEST END OF THE PARAPET WALL, AND 1.8 M (5.9 FT) EAST OF A WHITE
 DQ9298'PLASTIC WITNESS POST.
 DQ9298'
 DQ9298'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9298'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9285 ***********************************************************************
 DQ9285  DESIGNATION -  26 44 A
 DQ9285  PID         -  DQ9285
 DQ9285  STATE/COUNTY-  WI/IRON
 DQ9285  COUNTRY     -  US
 DQ9285  USGS QUAD   -  ORONTO BAY (2018)
 DQ9285
 DQ9285                         *CURRENT SURVEY CONTROL
 DQ9285  ______________________________________________________________________
 DQ9285* NAD 83(1986) POSITION- 46 33 36.47   (N) 090 26 23.86   (W)   HD_HELD1
 DQ9285* NAVD 88 ORTHO HEIGHT -   188.171 (meters)      617.36  (feet) ADJUSTED
 DQ9285  ______________________________________________________________________
 DQ9285  GEOID HEIGHT    -        -31.194 (meters)                     GEOID18
 DQ9285  DYNAMIC HEIGHT  -        188.185 (meters)      617.40  (feet) COMP
 DQ9285  MODELED GRAVITY -    980,682.3   (mgal)                       NAVD 88
 DQ9285
 DQ9285  VERT ORDER      -  SECOND    CLASS I
 DQ9285
 DQ9285.The horizontal coordinates were determined by differentially corrected
 DQ9285.hand held GPS observations or other comparable positioning techniques
 DQ9285.and have an estimated accuracy of +/- 3 meters.
 DQ9285
 DQ9285.The orthometric height was determined by differential leveling and
 DQ9285.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9285.in December 2018.
 DQ9285
 DQ9285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9285.GEOID18 height accuracy estimate available here.
 DQ9285
 DQ9285.Click photographs - Photos may exist for this station.
 DQ9285
 DQ9285.The dynamic height is computed by dividing the NAVD 88
 DQ9285.geopotential number by the normal gravity value computed on the
 DQ9285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9285.degrees latitude (g = 980.6199 gals.).
 DQ9285
 DQ9285.The modeled gravity was interpolated from observed gravity values.
 DQ9285
 DQ9285;                    North         East    Units  Estimated Accuracy
 DQ9285;SPC WI N     -   154,972.6     566,265.9     MT  (+/- 3 meters HH1 GPS) 
 DQ9285
 DQ9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9621659468(NAD 83)
 DQ9285
 DQ9285                          SUPERSEDED SURVEY CONTROL
 DQ9285
 DQ9285.No superseded survey control is available for this station.
 DQ9285
 DQ9285_MARKER: DD = SURVEY DISK
 DQ9285_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9285_SP_SET: BRIDGE ABUTMENT
 DQ9285_STAMPING: 26 44 A 2018
 DQ9285_MARK LOGO: WIDT
 DQ9285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9285+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 DQ9285
 DQ9285  HISTORY     - Date     Condition        Report By
 DQ9285  HISTORY     - 2018     MONUMENTED       WIDT
 DQ9285  HISTORY     - 20180723 GOOD             WIDT
 DQ9285
 DQ9285                          STATION DESCRIPTION
 DQ9285
 DQ9285'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9285'THE STATION IS LOCATED AT SAXON HARBOR COUNTY PARK ABOUT 21 MI (33.8
 DQ9285'KM) EAST OF ASHLAND, 19 MI (30.6 KM) NORTHEAST OF MELLEN, AND 14 MI
 DQ9285'(22.5 KM) NORTHWEST OF HURLEY.
 DQ9285'
 DQ9285'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 WITH STATE
 DQ9285'HIGHWAY 122, ABOUT 0.5 MI (0.8 KM) NORTH OF THE COMMUNITY OF SAXON, GO
 DQ9285'NORTH ON STATE HIGHWAY 122 FOR 3.55 MI (5.71 KM) TO COUNTY HIGHWAY A
 DQ9285'ON THE LEFT, TURN LEFT AND GO WEST THEN NORTH ON COUNTY HIGHWAY A FOR
 DQ9285'APPROXIMATELY 1.2 MI (1.9 KM) TO A BRIDGE OVER THE ORONTO CREEK AND
 DQ9285'THE STATION ON THE RIGHT.
 DQ9285'
 DQ9285'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9285'SURVEY DISK SET IN A DRILL HOLE IN THE TOP OF THE NORTH SIDE THE EAST
 DQ9285'ABUTMENT OF THE BRIDGE -B-26-044-, ABOUT LEVEL WITH THE PAVEMENT
 DQ9285'GRADE.  THE STATION IS 7.4 M (24.3 FT) NORTH OF THE CENTERLINE OF
 DQ9285'COUNTY HIGHWAY A, 3.1 M (10.2 FT) SOUTHWEST OF THE NORTHEAST END OF
 DQ9285'THE CONCRETE ABUTMENT, AND 0.7 M (2.3 FT) NORTH OF THE SOUTH EDGE OF
 DQ9285'THE CONCRETE ABUTMENT.
 DQ9285'
 DQ9285'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9285'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO1043 ***********************************************************************
 DO1043  DESIGNATION -  26 LK 1
 DO1043  PID         -  DO1043
 DO1043  STATE/COUNTY-  WI/BURNETT
 DO1043  COUNTRY     -  US
 DO1043  USGS QUAD   -  WEBB LAKE (2019)
 DO1043
 DO1043                         *CURRENT SURVEY CONTROL
 DO1043  ______________________________________________________________________
 DO1043* NAD 83(1986) POSITION- 46 00 38.1    (N) 092 12 54.1    (W)   HD_HELD2
 DO1043* NAVD 88 ORTHO HEIGHT -   294.685 (meters)      966.81  (feet) ADJUSTED
 DO1043  ______________________________________________________________________
 DO1043  GEOID HEIGHT    -        -26.593 (meters)                     GEOID18
 DO1043  DYNAMIC HEIGHT  -        294.713 (meters)      966.90  (feet) COMP
 DO1043  MODELED GRAVITY -    980,699.7   (mgal)                       NAVD 88
 DO1043
 DO1043  VERT ORDER      -  SECOND    CLASS I
 DO1043
 DO1043.The horizontal coordinates were established by autonomous hand held GPS
 DO1043.observations and have an estimated accuracy of +/- 10 meters.
 DO1043
 DO1043.The orthometric height was determined by differential leveling and
 DO1043.adjusted by the NATIONAL GEODETIC SURVEY
 DO1043.in October 2012.
 DO1043
 DO1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1043.GEOID18 height accuracy estimate available here.
 DO1043
 DO1043.Click photographs - Photos may exist for this station.
 DO1043
 DO1043.The dynamic height is computed by dividing the NAVD 88
 DO1043.geopotential number by the normal gravity value computed on the
 DO1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1043.degrees latitude (g = 980.6199 gals.).
 DO1043
 DO1043.The modeled gravity was interpolated from observed gravity values.
 DO1043
 DO1043;                    North         East    Units  Estimated Accuracy
 DO1043;SPC WI N     -    96,188.      428,480.      MT  (+/- 10 meters HH2 GPS)
 DO1043
 DO1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6077095522(NAD 83)
 DO1043
 DO1043                          SUPERSEDED SURVEY CONTROL
 DO1043
 DO1043.No superseded survey control is available for this station.
 DO1043
 DO1043_MARKER: DD = SURVEY DISK
 DO1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1043_STAMPING: 26 LK 1
 DO1043_MARK LOGO: WI-013
 DO1043_PROJECTION: FLUSH
 DO1043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1043+SATELLITE: SATELLITE OBSERVATIONS - 2011
 DO1043
 DO1043  HISTORY     - Date     Condition        Report By
 DO1043  HISTORY     - 2011     MONUMENTED       WI-013
 DO1043
 DO1043                          STATION DESCRIPTION
 DO1043
 DO1043'DESCRIBED BY BURNETT COUNTY WISCONSIN 2011 (JT)
 DO1043'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) EAST-NORTHEAST OF YELLOW
 DO1043'LAKE, 7.5 MI (12.1 KM) EAST OF DANBURY AND 4.0 MI (6.4 KM) WEST OF
 DO1043'WEBB LAKE.
 DO1043'
 DO1043'TO REACH FROM THE INTERSECTION OF LAKE 26 ROAD WITH ELIOT JOHNSON
 DO1043'ROAD, 4.0 MI (6.4 KM) WEST OF WEBB LAKE WI, GO SOUTH ON ELIOT JOHNSON
 DO1043'ROAD FOR 250 FT (76.2 M) TO 26 LAKE COUNTY PARK ROAD.  TURN RIGHT AND
 DO1043'GO 900 FT (274.3 M) TO THE STATION ON THE RIGHT.
 DO1043'
 DO1043'THE STATION IS A BRONZE COUNTY OF BURNETT SURVEY DISK 1.5 M (4.9 FT)
 DO1043'ABOVE GRAVEL ACCESS ROAD, 22 M (72.2 FT) NORTHWEST OF A GREEN WATER
 DO1043'PUMP, 13 M (42.7 FT) NORTHEAST OF THE EASTERLY WOODED POST TO THE LAKE
 DO1043'26 VISITORS SIGN, 8 M (26.2 FT) NORTH OF THE CENTERLINE OF A GRAVEL
 DO1043'ACCESS ROAD AND 1 M (3.3 FT) SOUTH, NORTHWEST AND NORTHEAST OF THREE
 DO1043'METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO1044 ***********************************************************************
 DO1044  DESIGNATION -  26 LK 2
 DO1044  PID         -  DO1044
 DO1044  STATE/COUNTY-  WI/BURNETT
 DO1044  COUNTRY     -  US
 DO1044  USGS QUAD   -  WEBB LAKE (2019)
 DO1044
 DO1044                         *CURRENT SURVEY CONTROL
 DO1044  ______________________________________________________________________
 DO1044* NAD 83(1986) POSITION- 46 00 43.9    (N) 092 12 53.1    (W)   HD_HELD2
 DO1044* NAVD 88 ORTHO HEIGHT -   304.065 (meters)      997.59  (feet) ADJUSTED
 DO1044  ______________________________________________________________________
 DO1044  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 DO1044  DYNAMIC HEIGHT  -        304.094 (meters)      997.68  (feet) COMP
 DO1044  MODELED GRAVITY -    980,700.0   (mgal)                       NAVD 88
 DO1044
 DO1044  VERT ORDER      -  SECOND    CLASS I
 DO1044
 DO1044.The horizontal coordinates were established by autonomous hand held GPS
 DO1044.observations and have an estimated accuracy of +/- 10 meters.
 DO1044
 DO1044.The orthometric height was determined by differential leveling and
 DO1044.adjusted by the NATIONAL GEODETIC SURVEY
 DO1044.in October 2012.
 DO1044
 DO1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1044.GEOID18 height accuracy estimate available here.
 DO1044
 DO1044.Click photographs - Photos may exist for this station.
 DO1044
 DO1044.The dynamic height is computed by dividing the NAVD 88
 DO1044.geopotential number by the normal gravity value computed on the
 DO1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1044.degrees latitude (g = 980.6199 gals.).
 DO1044
 DO1044.The modeled gravity was interpolated from observed gravity values.
 DO1044
 DO1044;                    North         East    Units  Estimated Accuracy
 DO1044;SPC WI N     -    96,366.      428,507.      MT  (+/- 10 meters HH2 GPS)
 DO1044
 DO1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6079095702(NAD 83)
 DO1044
 DO1044                          SUPERSEDED SURVEY CONTROL
 DO1044
 DO1044.No superseded survey control is available for this station.
 DO1044
 DO1044_MARKER: DD = SURVEY DISK
 DO1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1044_STAMPING: 26 LK 2 2010
 DO1044_MARK LOGO: WI-013
 DO1044_PROJECTION: FLUSH
 DO1044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1044+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 DO1044
 DO1044  HISTORY     - Date     Condition        Report By
 DO1044  HISTORY     - 2010     MONUMENTED       WI-013
 DO1044  HISTORY     - 20120202 GOOD             GEOSPC
 DO1044
 DO1044                          STATION DESCRIPTION
 DO1044
 DO1044'DESCRIBED BY GEODETIC SPECIALISTS LLC 2012 (MEH)
 DO1044'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) EAST-NORTHEAST OF YELLOW
 DO1044'LAKE, 7.5 MI (12.1 KM) EAST OF DANBURY AND 4.0 MI (6.4 KM) WEST OF
 DO1044'WEBB LAKE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO1044'
 DO1044'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 77 WITH LAKES DRIVE
 DO1044'ABOUT 6.7 MI (10.8 KM) NORTHEAST OF DANBURY WI, GO SOUTH ON LAKES
 DO1044'DRIVE FOR 1.7 MI (2.7 KM) TO LAKE 26 ROAD, GO EAST ON LAKE 26 ROAD FOR
 DO1044'0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DO1044'
 DO1044'THE STATION IS LOCATED 17.4 M (57.1 FT) WEST OF A POWER POLE 29-131
 DO1044'14.5 M (47.6 FT) SOUTH OF THE CENTERLINE OF LAKE 26 ROAD, 13.1 M (43.0
 DO1044'FT) SOUTHWEST OF A METAL POST FOR A 25 MPH SIGN, 1 M (3.3 FT) NORTH,
 DO1044'SOUTHWEST AND SOUTHEAST OF 3 METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5189 ***********************************************************************
 DK5189  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5189  DESIGNATION -  26 PRESTON NE GPS
 DK5189  PID         -  DK5189
 DK5189  STATE/COUNTY-  WI/TREMPEALEAU
 DK5189  COUNTRY     -  US
 DK5189  USGS QUAD   -  BLAIR (2018)
 DK5189
 DK5189                         *CURRENT SURVEY CONTROL
 DK5189  ______________________________________________________________________
 DK5189* NAD 83(2011) POSITION- 44 20 25.44786(N) 091 12 22.00809(W)   ADJUSTED
 DK5189* NAD 83(2011) ELLIP HT-   267.706 (meters)        (06/27/12)   ADJUSTED
 DK5189* NAD 83(2011) EPOCH   -  2010.00
 DK5189* NAVD 88 ORTHO HEIGHT -   299.38  (meters)      982.2   (feet) GPS OBS
 DK5189  ______________________________________________________________________
 DK5189  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5189  GEOID HEIGHT    -        -31.670 (meters)                     GEOID12A
 DK5189  GEOID HEIGHT    -        -31.672 (meters)                     GEOID18
 DK5189  NAD 83(2011) X  -    -96,179.889 (meters)                     COMP
 DK5189  NAD 83(2011) Y  - -4,568,300.042 (meters)                     COMP
 DK5189  NAD 83(2011) Z  -  4,435,408.801 (meters)                     COMP
 DK5189  LAPLACE CORR    -         -7.90  (seconds)                    DEFLEC18
 DK5189
 DK5189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5189  Standards:
 DK5189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5189  -------------------------------------------------------------------
 DK5189  NETWORK    0.33   0.31           0.15   0.12   0.16      0.05697424
 DK5189  -------------------------------------------------------------------
 DK5189  Click here for local accuracies and other accuracy information.
 DK5189
 DK5189.The horizontal coordinates were established by GPS observations
 DK5189.and adjusted by the National Geodetic Survey in June 2012.
 DK5189
 DK5189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5189.been affixed to the stable North American tectonic plate. See 
 DK5189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5189
 DK5189.The horizontal coordinates are valid at the epoch date displayed above
 DK5189.which is a decimal equivalence of Year/Month/Day.
 DK5189
 DK5189.The orthometric height was determined by GPS observations and a
 DK5189.high-resolution geoid model using precise GPS observation and
 DK5189.processing techniques.
 DK5189
 DK5189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5189.GEOID18 height accuracy estimate available here.
 DK5189
 DK5189.Click photographs - Photos may exist for this station.
 DK5189
 DK5189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5189
 DK5189.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5189
 DK5189.The ellipsoidal height was determined by GPS observations
 DK5189.and is referenced to NAD 83.
 DK5189
 DK5189. The following values were computed from the NAD 83(2011) position.
 DK5189
 DK5189;                    North         East     Units Scale Factor Converg.
 DK5189;SPC WI C     -    57,058.831   503,822.100   MT  0.99998414   -0 51 03.6
 DK5189;SPC WI C     -   187,200.51  1,652,956.34   sFT  0.99998414   -0 51 03.6
 DK5189;UTM  15      - 4,911,246.550   642,999.004   MT  0.99985148   +1 15 14.4
 DK5189
 DK5189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5189!SPC WI C     -   0.99995803  x   0.99998414  =   0.99994217
 DK5189!UTM  15      -   0.99995803  x   0.99985148  =   0.99980951
 DK5189
 DK5189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4299911246(NAD 83)
 DK5189
 DK5189                          SUPERSEDED SURVEY CONTROL
 DK5189
 DK5189  NAD 83(2007)-  44 20 25.44797(N)    091 12 22.00898(W) AD(2002.00) 1
 DK5189  ELLIP H (07/29/08)  267.739  (m)                       GP(2002.00) 3 1
 DK5189  NAVD 88 (07/29/08)  299.39   (m)  GEOID03  model used  GPS OBS        
 DK5189
 DK5189.Superseded values are not recommended for survey control.
 DK5189
 DK5189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5189.See file dsdata.pdf to determine how the superseded data were derived.
 DK5189
 DK5189_MARKER: DD = SURVEY DISK
 DK5189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5189_STAMPING: 26 PRESTON NE GPS 1995
 DK5189_MARK LOGO: WI-121
 DK5189_PROJECTION: FLUSH
 DK5189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5189+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2011
 DK5189
 DK5189  HISTORY     - Date     Condition        Report By
 DK5189  HISTORY     - 1995     MONUMENTED       WI-121
 DK5189  HISTORY     - 20061024 GOOD             WIDT
 DK5189  HISTORY     - 20111001 GOOD             WIDT
 DK5189
 DK5189                          STATION DESCRIPTION
 DK5189
 DK5189'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5189'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 WITH COUNTY
 DK5189'HIGHWAY S ABOUT 2 MI (3.2 KM) NORTHEAST OF THE CITY OF BLAIR, GO
 DK5189'NORTHERLY ON COUNTY HIGHWAY S FOR 1.7 MI (2.7 KM) TO BURMA ROAD ON THE
 DK5189'RIGHT, CONTINUE NORTHERLY ON COUNTY HIGHWAY S FOR 1.0 MI (1.6 KM) TO
 DK5189'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY
 DK5189'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DK5189'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 0.5 M
 DK5189'(1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 7.3 M (24.0 FT)
 DK5189'EAST OF THE CENTERLINE OF COUNTY HIGHWAY S, 27.3 M (89.6 FT) NORTH OF
 DK5189'A WOOD POST FOR A --25 MPH CURVED ROAD AHEAD-- SIGN, 3 M (9.8 FT)
 DK5189'SOUTH OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE --N34397--, 1.3 M
 DK5189'(4.3 FT) WEST OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) EAST,
 DK5189'NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5189'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5189'THAN 15 DEGREES ABOVE THE HORIZON.
 DK5189
 DK5189                          STATION RECOVERY (2011)
 DK5189
 DK5189'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8322 ***********************************************************************
 DP8322  DESIGNATION -  263219
 DP8322  PID         -  DP8322
 DP8322  STATE/COUNTY-  WI/MARINETTE
 DP8322  COUNTRY     -  US
 DP8322  USGS QUAD   -  CRIVITZ (2018)
 DP8322
 DP8322                         *CURRENT SURVEY CONTROL
 DP8322  ______________________________________________________________________
 DP8322* NAD 83(1986) POSITION- 45 13 04.2    (N) 088 05 38.1    (W)   HD_HELD2
 DP8322* NAVD 88 ORTHO HEIGHT -   227.947 (meters)      747.86  (feet) ADJUSTED
 DP8322  ______________________________________________________________________
 DP8322  GEOID HEIGHT    -        -35.980 (meters)                     GEOID18
 DP8322  DYNAMIC HEIGHT  -        227.932 (meters)      747.81  (feet) COMP
 DP8322  MODELED GRAVITY -    980,545.4   (mgal)                       NAVD 88
 DP8322
 DP8322  VERT ORDER      -  SECOND    CLASS I
 DP8322
 DP8322.The horizontal coordinates were established by autonomous hand held GPS
 DP8322.observations and have an estimated accuracy of +/- 10 meters.
 DP8322
 DP8322.The orthometric height was determined by differential leveling and
 DP8322.adjusted by the NATIONAL GEODETIC SURVEY
 DP8322.in February 2017.
 DP8322
 DP8322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8322.GEOID18 height accuracy estimate available here.
 DP8322
 DP8322.Click photographs - Photos may exist for this station.
 DP8322
 DP8322.The dynamic height is computed by dividing the NAVD 88
 DP8322.geopotential number by the normal gravity value computed on the
 DP8322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8322.degrees latitude (g = 980.6199 gals.).
 DP8322
 DP8322.The modeled gravity was interpolated from observed gravity values.
 DP8322
 DP8322;                    North         East    Units  Estimated Accuracy
 DP8322;SPC WI C     -   155,604.      749,698.      MT  (+/- 10 meters HH2 GPS)
 DP8322
 DP8322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1410907731(NAD 83)
 DP8322
 DP8322                          SUPERSEDED SURVEY CONTROL
 DP8322
 DP8322.No superseded survey control is available for this station.
 DP8322
 DP8322_MARKER: DD = SURVEY DISK
 DP8322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8322_STAMPING: 263219 2000
 DP8322_MARK LOGO: WI-075
 DP8322_PROJECTION: FLUSH
 DP8322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8322+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 DP8322
 DP8322  HISTORY     - Date     Condition        Report By
 DP8322  HISTORY     - 2000     MONUMENTED       WI-075
 DP8322  HISTORY     - 20141027 GOOD             WIDT
 DP8322
 DP8322                          STATION DESCRIPTION
 DP8322
 DP8322'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8322'HE STATION IS APPROXIMATELY 14.2 MI (22.8 KM) SOUTH-SOUTHEAST OF
 DP8322'ATHELSTANE, 9.2 MI (14.8 KM) NORTHWEST OF POUND AND 4.5 MI (7.2 KM)
 DP8322'SOUTHWEST OF CRIVITZ.
 DP8322'
 DP8322'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8322'HIGHWAY WEST ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DP8322'CRIVITZ, GO EAST ON COUNTY HIGHWAY WEST FOR 2.5 MI (4.0 KM) TO KERTESZ
 DP8322'LANE AND THE STATION ON THE RIGHT.
 DP8322'
 DP8322'THE STATION IS 18.2 M (59.7 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8322'HIGHWAY WEST, 6.4 M (21.0 FT) EAST OF THE CENTERLINE OF KERTESZ LANE,
 DP8322'27.2 M (89.2 FT) NORTH OF A UTILITY JUNCTION BOX -265452-, 23.6 M
 DP8322'(77.4 FT) NORTHEAST OF A POWER POLE, 1.8 M (5.9 FT) SOUTH OF A STOP
 DP8322'SIGN AND LOCATED BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8322'
 DP8322'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8322'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8322'GPS NETWORK GEODETIC CONTROL STATION DISK SET IN THE TOP OF A CONCRETE
 DP8322'POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0286 ***********************************************************************
 NH0286  DESIGNATION -  267
 NH0286  PID         -  NH0286
 NH0286  STATE/COUNTY-  WI/ROCK
 NH0286  COUNTRY     -  US
 NH0286  USGS QUAD   -  JANESVILLE EAST (2018)
 NH0286
 NH0286                         *CURRENT SURVEY CONTROL
 NH0286  ______________________________________________________________________
 NH0286* NAD 83(1986) POSITION- 42 44 10.     (N) 088 59 33.     (W)   SCALED
 NH0286* NAVD 88 ORTHO HEIGHT -   288.785 (meters)      947.46  (feet) ADJUSTED
 NH0286  ______________________________________________________________________
 NH0286  GEOID HEIGHT    -        -33.940 (meters)                     GEOID18
 NH0286  DYNAMIC HEIGHT  -        288.704 (meters)      947.19  (feet) COMP
 NH0286  MODELED GRAVITY -    980,331.7   (mgal)                       NAVD 88
 NH0286
 NH0286  VERT ORDER      -  SECOND    CLASS 0
 NH0286
 NH0286.The horizontal coordinates were scaled from a map and have
 NH0286.an estimated accuracy of +/- 6 seconds.
 NH0286
 NH0286.The orthometric height was determined by differential leveling and
 NH0286.adjusted by the NATIONAL GEODETIC SURVEY
 NH0286.in June 1991.
 NH0286
 NH0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0286.GEOID18 height accuracy estimate available here.
 NH0286
 NH0286.Click photographs - Photos may exist for this station.
 NH0286
 NH0286.The dynamic height is computed by dividing the NAVD 88
 NH0286.geopotential number by the normal gravity value computed on the
 NH0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0286.degrees latitude (g = 980.6199 gals.).
 NH0286
 NH0286.The modeled gravity was interpolated from observed gravity values.
 NH0286
 NH0286;                    North         East    Units  Estimated Accuracy
 NH0286;SPC WI S     -    82,270.      682,500.      MT  (+/- 180 meters Scaled)
 NH0286
 NH0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN368334(NAD 83)
 NH0286
 NH0286                          SUPERSEDED SURVEY CONTROL
 NH0286
 NH0286  NGVD 29 (??/??/92)  288.851  (m)          947.67   (f) ADJ UNCH    2 0
 NH0286
 NH0286.Superseded values are not recommended for survey control.
 NH0286
 NH0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0286.See file dsdata.pdf to determine how the superseded data were derived.
 NH0286
 NH0286_MARKER: DD = SURVEY DISK
 NH0286_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NH0286_STAMPING: 267
 NH0286_MARK LOGO: CGS+SS
 NH0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0286
 NH0286  HISTORY     - Date     Condition        Report By
 NH0286  HISTORY     - 1934     MONUMENTED       WIGS
 NH0286  HISTORY     - 1934     GOOD             CGS
 NH0286  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0286
 NH0286                          STATION DESCRIPTION
 NH0286
 NH0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0286'3.6 MI S FROM MILTON JUNCTION.
 NH0286'3.6 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0286'PACIFIC RAILROAD FROM THE BUTTON BUILDING AT MILTON JUNCTION,
 NH0286'ROCK COUNTY, 760 FEET SOUTH OF A ROAD CROSSING, AT THE SUMMIT
 NH0286'OF A CUT, 39.5 FEET WEST OF THE WEST RAIL, 8 FEET EAST OF A
 NH0286'FENCE, AND 16 FEET HIGHER THAN THE RAIL.  A STATE SURVEY STANDARD
 NH0286'DISK, STAMPED 267 AND SET IN THE TOP OF A CONCRETE POST.
 NH0286
 NH0286                          STATION RECOVERY (2001)
 NH0286
 NH0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0286'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5404 ***********************************************************************
 DH5404  DESIGNATION -  27 152W
 DH5404  PID         -  DH5404
 DH5404  STATE/COUNTY-  WI/MONROE
 DH5404  COUNTRY     -  US
 DH5404  USGS QUAD   -  ONTARIO (2018)
 DH5404
 DH5404                         *CURRENT SURVEY CONTROL
 DH5404  ______________________________________________________________________
 DH5404* NAD 83(2011) POSITION- 43 44 32.59378(N) 090 36 06.76881(W)   ADJUSTED
 DH5404* NAD 83(2011) ELLIP HT-   246.689 (meters)        (06/27/12)   ADJUSTED
 DH5404* NAD 83(2011) EPOCH   -  2010.00
 DH5404* NAVD 88 ORTHO HEIGHT -   280.354 (meters)      919.79  (feet) ADJUSTED
 DH5404  ______________________________________________________________________
 DH5404  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 DH5404  NAD 83(2011) X  -    -48,483.886 (meters)                     COMP
 DH5404  NAD 83(2011) Y  - -4,615,236.974 (meters)                     COMP
 DH5404  NAD 83(2011) Z  -  4,387,627.674 (meters)                     COMP
 DH5404  LAPLACE CORR    -         -6.18  (seconds)                    DEFLEC18
 DH5404  DYNAMIC HEIGHT  -        280.288 (meters)      919.58  (feet) COMP
 DH5404  MODELED GRAVITY -    980,379.8   (mgal)                       NAVD 88
 DH5404
 DH5404  VERT ORDER      -  SECOND    CLASS I
 DH5404
 DH5404  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5404  Standards:
 DH5404         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5404            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5404  -------------------------------------------------------------------
 DH5404  NETWORK    0.20   0.31           0.09   0.07   0.16      0.11383012
 DH5404  -------------------------------------------------------------------
 DH5404  Click here for local accuracies and other accuracy information.
 DH5404
 DH5404.The horizontal coordinates were established by GPS observations
 DH5404.and adjusted by the National Geodetic Survey in June 2012.
 DH5404
 DH5404.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5404.been affixed to the stable North American tectonic plate. See 
 DH5404.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5404
 DH5404.The horizontal coordinates are valid at the epoch date displayed above
 DH5404.which is a decimal equivalence of Year/Month/Day.
 DH5404
 DH5404.The orthometric height was determined by differential leveling and
 DH5404.adjusted by the WI DEPT OF TRANSP
 DH5404.in May 2012.
 DH5404
 DH5404.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5404.GEOID18 height accuracy estimate available here.
 DH5404
 DH5404.Click photographs - Photos may exist for this station.
 DH5404
 DH5404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5404
 DH5404.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5404
 DH5404.The ellipsoidal height was determined by GPS observations
 DH5404.and is referenced to NAD 83.
 DH5404
 DH5404.The dynamic height is computed by dividing the NAVD 88
 DH5404.geopotential number by the normal gravity value computed on the
 DH5404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5404.degrees latitude (g = 980.6199 gals.).
 DH5404
 DH5404.The modeled gravity was interpolated from observed gravity values.
 DH5404
 DH5404. The following values were computed from the NAD 83(2011) position.
 DH5404
 DH5404;                    North         East     Units Scale Factor Converg.
 DH5404;SPC WI S     -   193,739.700   551,519.928   MT  0.99995024   -0 24 48.8
 DH5404;SPC WI S     -   635,627.67  1,809,444.96   sFT  0.99995024   -0 24 48.8
 DH5404;UTM  15      - 4,846,055.923   693,099.633   MT  1.00005865   +1 39 31.0
 DH5404
 DH5404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5404!SPC WI S     -   0.99996132  x   0.99995024  =   0.99991156
 DH5404!UTM  15      -   0.99996132  x   1.00005865  =   1.00001997
 DH5404
 DH5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9309946055(NAD 83)
 DH5404
 DH5404                          SUPERSEDED SURVEY CONTROL
 DH5404
 DH5404  NAD 83(2007)-  43 44 32.59381(N)    090 36 06.76962(W) AD(2002.00) 0
 DH5404  ELLIP H (02/10/07)  246.720  (m)                       GP(2002.00)    
 DH5404  NAD 83(1997)-  43 44 32.59378(N)    090 36 06.77006(W) AD(       ) 1
 DH5404  ELLIP H (08/01/05)  246.714  (m)                       GP(       ) 2 1
 DH5404  NAVD 88             280.35   (m)          919.8    (f) LEVELING    3  
 DH5404  NAVD 88 (04/20/07)  280.347  (m)          919.77   (f) SUPERSEDED  2 1
 DH5404
 DH5404.Superseded values are not recommended for survey control.
 DH5404
 DH5404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5404.See file dsdata.pdf to determine how the superseded data were derived.
 DH5404
 DH5404_MARKER: DD = SURVEY DISK
 DH5404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5404_STAMPING: 27-152W 1997
 DH5404_MARK LOGO: WI-081
 DH5404_PROJECTION: FLUSH
 DH5404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5404+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH5404
 DH5404  HISTORY     - Date     Condition        Report By
 DH5404  HISTORY     - 1997     MONUMENTED       WI-081
 DH5404  HISTORY     - 20030304 GOOD             WIDT
 DH5404  HISTORY     - 20051228 GOOD             WIDT
 DH5404  HISTORY     - 20100907 GOOD             WIDT
 DH5404
 DH5404                          STATION DESCRIPTION
 DH5404
 DH5404'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5404'OWNERSHIP--TOWNSHIP OF SHELDON.  TO REACH THE STATION FROM THE
 DH5404'JUNCTION OF STATE  HIGHWAY 33 WITH STATE HIGHWAY 131 NORTH IN THE
 DH5404'VILLAGE OF ONTARIO, GO NORTH ON STATE  HIGHWAY 131 FOR 1.2 MI TO
 DH5404'NIAGARA AVENUE ON THE LEFT, TURN LEFT AND GO WEST ON NIAGARA  AVENUE
 DH5404'FOR 0.8 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE MONROE
 DH5404'COUNTY  GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 40-CM
 DH5404'DIAMETER ROUND CONCRETE POST IS  ABOUT 1 M ABOVE THE THE ROAD
 DH5404'PAVEMENT.  THE STATION IS 8.1 M WEST OF THE CENTERLINE OF  NIAGARA
 DH5404'AVENUE, 49.1 M NORTH OF A POWER POLE --5H27L17--, 12.2 M
 DH5404'SOUTH-SOUTHWEST OF A  WOOD POST FOR A LEFT CURVE SIGN, 1 M EAST OF A
 DH5404'CULTIVATED FIELD, AND 1.0 M SOUTH,  NORTHEAST, NORTHWEST OF THREE
 DH5404'ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION  HAS NO
 DH5404'VISIBLE OBSTRUCTIONS EXTENDING HIGHER  THAN 15 DEGREES ABOVE THE
 DH5404'HORIZON.
 DH5404
 DH5404                          STATION RECOVERY (2005)
 DH5404
 DH5404'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5404'RECOVERED AS DESCRIBED.
 DH5404
 DH5404                          STATION RECOVERY (2010)
 DH5404
 DH5404'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5404'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.09 MILE NORTH OF
 DH5404'ORDWAY ROAD AND 3.8 M SOUTH OF A WOOD POST SUPPORTING A METAL GATE AT
 DH5404'A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5405 ***********************************************************************
 DH5405  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5405  DESIGNATION -  27 153W
 DH5405  PID         -  DH5405
 DH5405  STATE/COUNTY-  WI/MONROE
 DH5405  COUNTRY     -  US
 DH5405  USGS QUAD   -  DELL (2018)
 DH5405
 DH5405                         *CURRENT SURVEY CONTROL
 DH5405  ______________________________________________________________________
 DH5405* NAD 83(2011) POSITION- 43 44 51.24566(N) 090 43 08.25166(W)   ADJUSTED
 DH5405* NAD 83(2011) ELLIP HT-   368.321 (meters)        (06/27/12)   ADJUSTED
 DH5405* NAD 83(2011) EPOCH   -  2010.00
 DH5405* NAVD 88 ORTHO HEIGHT -   401.69  (meters)     1317.9   (feet) GPS OBS
 DH5405  ______________________________________________________________________
 DH5405  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5405  GEOID HEIGHT    -        -33.371 (meters)                     GEOID12A
 DH5405  GEOID HEIGHT    -        -33.373 (meters)                     GEOID18
 DH5405  NAD 83(2011) X  -    -57,910.692 (meters)                     COMP
 DH5405  NAD 83(2011) Y  - -4,614,818.104 (meters)                     COMP
 DH5405  NAD 83(2011) Z  -  4,388,127.664 (meters)                     COMP
 DH5405  LAPLACE CORR    -         -6.53  (seconds)                    DEFLEC18
 DH5405
 DH5405  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5405  Standards:
 DH5405         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5405            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5405  -------------------------------------------------------------------
 DH5405  NETWORK    0.61   0.78           0.28   0.21   0.40      0.01267372
 DH5405  -------------------------------------------------------------------
 DH5405  Click here for local accuracies and other accuracy information.
 DH5405
 DH5405.The horizontal coordinates were established by GPS observations
 DH5405.and adjusted by the National Geodetic Survey in June 2012.
 DH5405
 DH5405.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5405.been affixed to the stable North American tectonic plate. See 
 DH5405.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5405
 DH5405.The horizontal coordinates are valid at the epoch date displayed above
 DH5405.which is a decimal equivalence of Year/Month/Day.
 DH5405
 DH5405.The orthometric height was determined by GPS observations and a
 DH5405.high-resolution geoid model using precise GPS observation and
 DH5405.processing techniques.
 DH5405
 DH5405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5405.GEOID18 height accuracy estimate available here.
 DH5405
 DH5405.Click photographs - Photos may exist for this station.
 DH5405
 DH5405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5405
 DH5405.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5405
 DH5405.The ellipsoidal height was determined by GPS observations
 DH5405.and is referenced to NAD 83.
 DH5405
 DH5405. The following values were computed from the NAD 83(2011) position.
 DH5405
 DH5405;                    North         East     Units Scale Factor Converg.
 DH5405;SPC WI S     -   194,389.993   542,094.695   MT  0.99995079   -0 29 38.4
 DH5405;SPC WI S     -   637,761.17  1,778,522.35   sFT  0.99995079   -0 29 38.4
 DH5405;UTM  15      - 4,846,365.053   683,656.238   MT  1.00001489   +1 34 39.9
 DH5405
 DH5405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5405!SPC WI S     -   0.99994225  x   0.99995079  =   0.99989304
 DH5405!UTM  15      -   0.99994225  x   1.00001489  =   0.99995714
 DH5405
 DH5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8365646365(NAD 83)
 DH5405
 DH5405                          SUPERSEDED SURVEY CONTROL
 DH5405
 DH5405  NAD 83(2007)-  43 44 51.24568(N)    090 43 08.25248(W) AD(2002.00) 0
 DH5405  ELLIP H (02/10/07)  368.352  (m)                       GP(2002.00)    
 DH5405  NAD 83(1997)-  43 44 51.24565(N)    090 43 08.25292(W) AD(       ) 1
 DH5405  ELLIP H (08/01/05)  368.345  (m)                       GP(       ) 2 1
 DH5405  NAVD 88 (07/26/07)  401.69   (m)  GEOID03  model used  GPS OBS        
 DH5405
 DH5405.Superseded values are not recommended for survey control.
 DH5405
 DH5405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5405.See file dsdata.pdf to determine how the superseded data were derived.
 DH5405
 DH5405_MARKER: DD = SURVEY DISK
 DH5405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5405_STAMPING: 27-153W 1997
 DH5405_MARK LOGO: WI-081
 DH5405_PROJECTION: FLUSH
 DH5405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5405+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH5405
 DH5405  HISTORY     - Date     Condition        Report By
 DH5405  HISTORY     - 1997     MONUMENTED       WI-081
 DH5405  HISTORY     - 20030304 GOOD             WIDT
 DH5405  HISTORY     - 20100907 GOOD             WIDT
 DH5405  HISTORY     - 20160627 GOOD             WIDT
 DH5405
 DH5405                          STATION DESCRIPTION
 DH5405
 DH5405'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5405'OWNERSHIP--TOWNSHIP OF JEFFERSON.  TO REACH THE STATION FROM THE
 DH5405'JUNCTION OF STATE  HIGHWAY 27 WITH STATE HIGHWAY 33 ABOUT 0.6 MI WEST
 DH5405'OF THE VILLAGE OF  CASHTON, GO EAST  ON STATE HIGHWAY 33 FOR 0.8 MI TO
 DH5405'COUNTY HIGHWAY U (AHEAD) AND STATE HIGHWAY 33 ON THE  RIGHT.  GO
 DH5405'NORTHEAST ON COUNTY HIGHWAY U FOR 1.8 MI TO OLYMPIC AVENUE ON THE
 DH5405'RIGHT,  TURN RIGHT AND GO SOUTHEAST ON OLYMPIC AVENUE FOR 1.4 MI TO
 DH5405'OMAHA AVENUE ON THE LEFT,  TURN LEFT AND GO NORTH AND THEN WEST ON
 DH5405'OMAHA AVENUE FOR 0.55 MI TO THE STATION ON  THE RIGHT.  THE STATION IS
 DH5405'A BRONZE MONROE COUNTY GEODETIC CONTROL MARKER DISK SET IN  THE TOP OF
 DH5405'A 45-CM DIAMETER ROUND CONCRETE POST IS ABOUT LEVEL WITH THE ROAD
 DH5405'PAVEMENT.  THE STATION IS 6.3 M SOUTH OF THE CENTERLINE OF OMAHA
 DH5405'AVENUE, 22.9 M WEST OF A  TELEPHONE PEDESTAL --HRYO 1400 2-- AND 1.0 M
 DH5405'SOUTH, NORTHEAST, NORTHWEST OF THREE  ORANGE 4X4 PLASTIC WITNESS
 DH5405'POSTS.  ---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING
 DH5405'HIGHER THAN 15 DEGREEES ABOVE THE HORIZON.
 DH5405
 DH5405                          STATION RECOVERY (2010)
 DH5405
 DH5405'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5405'RECOVERED IN GOOD CONDITION.  NOTE---IN THE 2003 DESCRIPTION, FROM
 DH5405'OLYMPIC AVENUE GO NORTH THEN EAST (NOT WEST) ON OMAHA AVENUE FOR 0.55
 DH5405'MILE TO THE STATION ON THE RIGHT.
 DH5405
 DH5405                          STATION RECOVERY (2016)
 DH5405
 DH5405'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5405'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5406 ***********************************************************************
 DH5406  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5406  DESIGNATION -  27 164 W
 DH5406  PID         -  DH5406
 DH5406  STATE/COUNTY-  WI/MONROE
 DH5406  COUNTRY     -  US
 DH5406  USGS QUAD   -  MELVINA (2018)
 DH5406
 DH5406                         *CURRENT SURVEY CONTROL
 DH5406  ______________________________________________________________________
 DH5406* NAD 83(2011) POSITION- 43 50 17.61061(N) 090 50 52.79100(W)   ADJUSTED
 DH5406* NAD 83(2011) ELLIP HT-   225.495 (meters)        (06/27/12)   ADJUSTED
 DH5406* NAD 83(2011) EPOCH   -  2010.00
 DH5406* NAVD 88 ORTHO HEIGHT -   258.48  (meters)      848.0   (feet) GPS OBS
 DH5406  ______________________________________________________________________
 DH5406  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5406  GEOID HEIGHT    -        -32.977 (meters)                     GEOID12A
 DH5406  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 DH5406  NAD 83(2011) X  -    -68,199.102 (meters)                     COMP
 DH5406  NAD 83(2011) Y  - -4,607,602.461 (meters)                     COMP
 DH5406  NAD 83(2011) Z  -  4,395,300.118 (meters)                     COMP
 DH5406  LAPLACE CORR    -         -8.81  (seconds)                    DEFLEC18
 DH5406
 DH5406  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5406  Standards:
 DH5406         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5406            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5406  -------------------------------------------------------------------
 DH5406  NETWORK    0.57   0.78           0.26   0.20   0.40     -0.07844223
 DH5406  -------------------------------------------------------------------
 DH5406  Click here for local accuracies and other accuracy information.
 DH5406
 DH5406.The horizontal coordinates were established by GPS observations
 DH5406.and adjusted by the National Geodetic Survey in June 2012.
 DH5406
 DH5406.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5406.been affixed to the stable North American tectonic plate. See 
 DH5406.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5406
 DH5406.The horizontal coordinates are valid at the epoch date displayed above
 DH5406.which is a decimal equivalence of Year/Month/Day.
 DH5406
 DH5406.The orthometric height was determined by GPS observations and a
 DH5406.high-resolution geoid model using precise GPS observation and
 DH5406.processing techniques.
 DH5406
 DH5406.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5406.GEOID18 height accuracy estimate available here.
 DH5406
 DH5406.Click photographs - Photos may exist for this station.
 DH5406
 DH5406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5406
 DH5406.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5406
 DH5406.The ellipsoidal height was determined by GPS observations
 DH5406.and is referenced to NAD 83.
 DH5406
 DH5406. The following values were computed from the NAD 83(2011) position.
 DH5406
 DH5406;                    North         East     Units Scale Factor Converg.
 DH5406;SPC WI S     -   204,559.404   531,804.610   MT  0.99996160   -0 34 57.6
 DH5406;SPC WI S     -   671,125.31  1,744,762.29   sFT  0.99996160   -0 34 57.6
 DH5406;UTM  15      - 4,856,155.994   673,004.712   MT  0.99996815   +1 29 27.2
 DH5406
 DH5406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5406!SPC WI S     -   0.99996464  x   0.99996160  =   0.99992624
 DH5406!UTM  15      -   0.99996464  x   0.99996815  =   0.99993279
 DH5406
 DH5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7300456155(NAD 83)
 DH5406
 DH5406                          SUPERSEDED SURVEY CONTROL
 DH5406
 DH5406  NAD 83(2007)-  43 50 17.61062(N)    090 50 52.79180(W) AD(2002.00) 0
 DH5406  ELLIP H (02/10/07)  225.527  (m)                       GP(2002.00)    
 DH5406  NAD 83(1997)-  43 50 17.61059(N)    090 50 52.79227(W) AD(       ) 1
 DH5406  ELLIP H (08/01/05)  225.519  (m)                       GP(       ) 2 1
 DH5406  NAVD 88 (07/26/07)  258.49   (m)  GEOID03  model used  GPS OBS        
 DH5406
 DH5406.Superseded values are not recommended for survey control.
 DH5406
 DH5406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5406.See file dsdata.pdf to determine how the superseded data were derived.
 DH5406
 DH5406_MARKER: DD = SURVEY DISK
 DH5406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5406_STAMPING: 27-164 W 1996
 DH5406_MARK LOGO: WI-081
 DH5406_PROJECTION: FLUSH
 DH5406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5406+STABILITY: SURFACE MOTION
 DH5406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5406+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH5406
 DH5406  HISTORY     - Date     Condition        Report By
 DH5406  HISTORY     - 1996     MONUMENTED       WI-081
 DH5406  HISTORY     - 20030226 GOOD             WIDT
 DH5406  HISTORY     - 20100831 GOOD             WIDT
 DH5406  HISTORY     - 20160627 GOOD             WIDT
 DH5406
 DH5406                          STATION DESCRIPTION
 DH5406
 DH5406'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5406'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5406'STATE HIGHWAY  16 WITH STATE HIGHWAY 27 AT THE INTERSECTION OF
 DH5406'WISCONSIN AVENUE WITH BLACK RIVER  STREET IN THE CITY OF SPARTA, GO
 DH5406'SOUTH ON STATE HIGHWAY 27 FOR 5.4 MI TO COUNTY HIGHWAY  J ON THE
 DH5406'RIGHT, TURN RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY J FOR 2.5 MI TO
 DH5406'THE  STATION ON THE RIGHT.  THE STATION IS A BRONZE MONROE COUNTY
 DH5406'GEODETIC CONTROL MARKER  DISK SET IN THE TOP OF A 45-CM DIAMETER
 DH5406'CONCRETE POST ABOUT 2 M ABOVE THE HIGHWAY  PAVEMENT.  THE STATION IS
 DH5406'10.8 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY J, 35.7 M
 DH5406'WEST-NORTHWEST OF A WOOD POST FOR A --NARROW BRIDGE-- SIGN, AND 1.0 M
 DH5406'NORTH,  SOUTHWEST, AND SOUTHEAST OF 4X4 ORANGE PLASTIC WITNESS POSTS.
 DH5406'---NOTE---THIS STATION  HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5406'THAN 15 DEGREES AVOVE THE HORIZON  EXCEPT FOR POWERLINES DIRECTLY
 DH5406'ABOVE.
 DH5406
 DH5406                          STATION RECOVERY (2010)
 DH5406
 DH5406'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5406'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 63 M WEST OF
 DH5406'PRIVATE ENTRANCE --6844-- AND 32.0 M EAST OF POWER POLE --6F27W6--
 DH5406'WITH ONE GUY WIRE.  NOTE---THE --NARROW BRIDGE-- SIGN IS NOT PRESENT.
 DH5406
 DH5406                          STATION RECOVERY (2016)
 DH5406
 DH5406'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5406'RECOVERED IN GOOD CONDITION.  NOTE-THE STATION IS 5.4 M (17.7 FT)
 DH5406'SOUTHEAST OF A POWER POLE WITH GUY WIRE -6F27W27-.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5379 ***********************************************************************
 DH5379  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5379  DESIGNATION -  27 174W
 DH5379  PID         -  DH5379
 DH5379  STATE/COUNTY-  WI/MONROE
 DH5379  COUNTRY     -  US
 DH5379  USGS QUAD   -  SPARTA (2018)
 DH5379
 DH5379                         *CURRENT SURVEY CONTROL
 DH5379  ______________________________________________________________________
 DH5379* NAD 83(2011) POSITION- 43 55 09.84342(N) 090 50 56.84766(W)   ADJUSTED
 DH5379* NAD 83(2011) ELLIP HT-   204.097 (meters)        (06/27/12)   ADJUSTED
 DH5379* NAD 83(2011) EPOCH   -  2010.00
 DH5379* NAVD 88 ORTHO HEIGHT -   237.10  (meters)      777.9   (feet) GPS OBS
 DH5379  ______________________________________________________________________
 DH5379  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5379  GEOID HEIGHT    -        -33.001 (meters)                     GEOID12A
 DH5379  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 DH5379  NAD 83(2011) X  -    -68,196.842 (meters)                     COMP
 DH5379  NAD 83(2011) Y  - -4,601,334.486 (meters)                     COMP
 DH5379  NAD 83(2011) Z  -  4,401,786.778 (meters)                     COMP
 DH5379  LAPLACE CORR    -         -8.19  (seconds)                    DEFLEC18
 DH5379
 DH5379  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5379  Standards:
 DH5379         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5379            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5379  -------------------------------------------------------------------
 DH5379  NETWORK    0.33   0.47           0.15   0.11   0.24     -0.01767778
 DH5379  -------------------------------------------------------------------
 DH5379  Click here for local accuracies and other accuracy information.
 DH5379
 DH5379.The horizontal coordinates were established by GPS observations
 DH5379.and adjusted by the National Geodetic Survey in June 2012.
 DH5379
 DH5379.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5379.been affixed to the stable North American tectonic plate. See 
 DH5379.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5379
 DH5379.The horizontal coordinates are valid at the epoch date displayed above
 DH5379.which is a decimal equivalence of Year/Month/Day.
 DH5379
 DH5379.The orthometric height was determined by GPS observations and a
 DH5379.high-resolution geoid model using precise GPS observation and
 DH5379.processing techniques.
 DH5379
 DH5379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5379.GEOID18 height accuracy estimate available here.
 DH5379
 DH5379.Click photographs - Photos may exist for this station.
 DH5379
 DH5379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5379
 DH5379.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5379
 DH5379.The ellipsoidal height was determined by GPS observations
 DH5379.and is referenced to NAD 83.
 DH5379
 DH5379. The following values were computed from the NAD 83(2011) position.
 DH5379
 DH5379;                    North         East     Units Scale Factor Converg.
 DH5379;SPC WI S     -   213,578.995   531,805.832   MT  0.99997341   -0 35 00.4
 DH5379;SPC WI S     -   700,717.09  1,744,766.30   sFT  0.99997341   -0 35 00.4
 DH5379;UTM  15      - 4,865,169.718   672,679.409   MT  0.99996676   +1 29 32.3
 DH5379
 DH5379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5379!SPC WI S     -   0.99996800  x   0.99997341  =   0.99994141
 DH5379!UTM  15      -   0.99996800  x   0.99996676  =   0.99993476
 DH5379
 DH5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7267965169(NAD 83)
 DH5379
 DH5379                          SUPERSEDED SURVEY CONTROL
 DH5379
 DH5379  NAD 83(2007)-  43 55 09.84342(N)    090 50 56.84904(W) AD(2002.00) 1
 DH5379  ELLIP H (07/29/08)  204.142  (m)                       GP(2002.00) 3 1
 DH5379  NAD 83(2007)-  43 55 09.84345(N)    090 50 56.84836(W) AD(2002.00) 0
 DH5379  ELLIP H (02/10/07)  204.121  (m)                       GP(2002.00)    
 DH5379  NAD 83(1997)-  43 55 09.84339(N)    090 50 56.84885(W) AD(       ) 1
 DH5379  ELLIP H (08/01/05)  204.113  (m)                       GP(       ) 2 1
 DH5379  NAVD 88 (05/08/12)  237.074  (m)          777.80   (f) ADJUSTED    2 1
 DH5379  NAVD 88 (07/29/08)  237.10   (m)  UNKNOWN  model used  GPS OBS        
 DH5379  NAVD 88             237.06   (m)          777.8    (f) LEVELING    3  
 DH5379  NAVD 88 (04/20/07)  237.063  (m)          777.76   (f) SUPERSEDED  2 1
 DH5379
 DH5379.Superseded values are not recommended for survey control.
 DH5379
 DH5379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5379.See file dsdata.pdf to determine how the superseded data were derived.
 DH5379
 DH5379_MARKER: DD = SURVEY DISK
 DH5379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5379_STAMPING: 27-174W 1996
 DH5379_MARK LOGO: WI-081
 DH5379_PROJECTION: FLUSH
 DH5379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5379+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DH5379
 DH5379  HISTORY     - Date     Condition        Report By
 DH5379  HISTORY     - 1996     MONUMENTED       WI-081
 DH5379  HISTORY     - 20030226 GOOD             WIDT
 DH5379  HISTORY     - 20051228 GOOD             WIDT
 DH5379  HISTORY     - 20061003 GOOD             WIDT
 DH5379  HISTORY     - 20100908 GOOD             WIDT
 DH5379  HISTORY     - 20180709 GOOD             WIDT
 DH5379
 DH5379                          STATION DESCRIPTION
 DH5379
 DH5379'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5379'OWNERSHIP--TOWNSHIP OF SPARTA.  TO REACH THE STATION FROM THE JUNCTION
 DH5379'OF STATE  HIGHWAY 16 WITH STATE HIGHWAY 27 AT THE INTERSECTION OF
 DH5379'WISCONSIN AVENUE WITH BLACK  RIVER STREET IN THE CITY OF SPARTA, GO
 DH5379'WEST ON STATE HIGHWAY 16 (WISCONSIN AVENUE) FOR  2.0 MI TO HAMMER
 DH5379'ROAD, TURN LEFT AND GO SOUTH ON HAMMER ROAD FOR 1.5 MI TO IBAND ROAD
 DH5379'ON THE LEFT, TURN LEFT AND GO EAST ON IBAND ROAD FOR 0.05 MI TO THE
 DH5379'STATION ON THE LEFT.   THE STATION IS A BRONZE MONROE COUNTY GEODETIC
 DH5379'CONTROL MARK DISK SET IN THE TOP OF A  41-CM DIAMETER CONCRETE POST
 DH5379'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 16.9 M  NORTH OF
 DH5379'THE CENTERLINE OF IBAND AVENUE, 12 M WEST OF EXTENDED CENTERLINE OF
 DH5379'PRIVATE  ENTRANCE --7075--, 8 M SOUTH OF CENTERLINE OF A RECREATIONAL
 DH5379'TRAIL, 1.0 M SOUTHEAST,  SOUTHWEST, AND NORTH OF THREE ORANGE 4X4
 DH5379'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION  HAS NO VISIBLE
 DH5379'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DH5379'EXCEPT FOR A 12 M TREE TO THE NORTH EXTENDING 30 DEGREES ABOVE THE
 DH5379'HORIZON.
 DH5379
 DH5379                          STATION RECOVERY (2005)
 DH5379
 DH5379'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 DH5379'RECOVERED AS DESCRIBED.
 DH5379
 DH5379                          STATION RECOVERY (2006)
 DH5379
 DH5379'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH5379'RECOVERED IN GOOD CONDITION.
 DH5379
 DH5379                          STATION RECOVERY (2010)
 DH5379
 DH5379'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5379'RECOVERED IN GOOD CONDITION.
 DH5379
 DH5379                          STATION RECOVERY (2018)
 DH5379
 DH5379'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DH5379'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5188 ***********************************************************************
 DK5188  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5188  DESIGNATION -  27 PRESTON E GPS
 DK5188  PID         -  DK5188
 DK5188  STATE/COUNTY-  WI/TREMPEALEAU
 DK5188  COUNTRY     -  US
 DK5188  USGS QUAD   -  BLAIR (2018)
 DK5188
 DK5188                         *CURRENT SURVEY CONTROL
 DK5188  ______________________________________________________________________
 DK5188* NAD 83(2011) POSITION- 44 18 32.71706(N) 091 10 39.17959(W)   ADJUSTED
 DK5188* NAD 83(2011) ELLIP HT-   231.695 (meters)        (06/27/12)   ADJUSTED
 DK5188* NAD 83(2011) EPOCH   -  2010.00
 DK5188* NAVD 88 ORTHO HEIGHT -   263.51  (meters)      864.5   (feet) GPS OBS
 DK5188  ______________________________________________________________________
 DK5188  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5188  GEOID HEIGHT    -        -31.811 (meters)                     GEOID12A
 DK5188  GEOID HEIGHT    -        -31.806 (meters)                     GEOID18
 DK5188  NAD 83(2011) X  -    -93,951.895 (meters)                     COMP
 DK5188  NAD 83(2011) Y  - -4,570,752.515 (meters)                     COMP
 DK5188  NAD 83(2011) Z  -  4,432,894.281 (meters)                     COMP
 DK5188  LAPLACE CORR    -         -9.19  (seconds)                    DEFLEC18
 DK5188
 DK5188  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5188  Standards:
 DK5188         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5188            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5188  -------------------------------------------------------------------
 DK5188  NETWORK    0.32   0.31           0.14   0.12   0.16      0.08745510
 DK5188  -------------------------------------------------------------------
 DK5188  Click here for local accuracies and other accuracy information.
 DK5188
 DK5188.The horizontal coordinates were established by GPS observations
 DK5188.and adjusted by the National Geodetic Survey in June 2012.
 DK5188
 DK5188.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5188.been affixed to the stable North American tectonic plate. See 
 DK5188.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5188
 DK5188.The horizontal coordinates are valid at the epoch date displayed above
 DK5188.which is a decimal equivalence of Year/Month/Day.
 DK5188
 DK5188.The orthometric height was determined by GPS observations and a
 DK5188.high-resolution geoid model using precise GPS observation and
 DK5188.processing techniques.
 DK5188
 DK5188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5188.GEOID18 height accuracy estimate available here.
 DK5188
 DK5188.Click photographs - Photos may exist for this station.
 DK5188
 DK5188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5188
 DK5188.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5188
 DK5188.The ellipsoidal height was determined by GPS observations
 DK5188.and is referenced to NAD 83.
 DK5188
 DK5188. The following values were computed from the NAD 83(2011) position.
 DK5188
 DK5188;                    North         East     Units Scale Factor Converg.
 DK5188;SPC WI C     -    53,546.234   506,049.192   MT  0.99998935   -0 49 51.1
 DK5188;SPC WI C     -   175,676.27  1,660,263.06   sFT  0.99998935   -0 49 51.1
 DK5188;UTM  15      - 4,907,818.557   645,353.279   MT  0.99985984   +1 16 23.7
 DK5188
 DK5188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5188!SPC WI C     -   0.99996367  x   0.99998935  =   0.99995302
 DK5188!UTM  15      -   0.99996367  x   0.99985984  =   0.99982352
 DK5188
 DK5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4535307818(NAD 83)
 DK5188
 DK5188                          SUPERSEDED SURVEY CONTROL
 DK5188
 DK5188  NAD 83(2007)-  44 18 32.71715(N)    091 10 39.18047(W) AD(2002.00) 1
 DK5188  ELLIP H (07/29/08)  231.728  (m)                       GP(2002.00) 3 1
 DK5188  NAVD 88 (07/29/08)  263.50   (m)  GEOID03  model used  GPS OBS        
 DK5188
 DK5188.Superseded values are not recommended for survey control.
 DK5188
 DK5188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5188.See file dsdata.pdf to determine how the superseded data were derived.
 DK5188
 DK5188_MARKER: DD = SURVEY DISK
 DK5188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5188_STAMPING: 27 PRESTON E GPS 1995
 DK5188_MARK LOGO: WI-121
 DK5188_PROJECTION: FLUSH
 DK5188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5188+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2011
 DK5188
 DK5188  HISTORY     - Date     Condition        Report By
 DK5188  HISTORY     - 1995     MONUMENTED       WI-121
 DK5188  HISTORY     - 20061101 GOOD             WIDT
 DK5188  HISTORY     - 20111001 GOOD             WIDT
 DK5188
 DK5188                          STATION DESCRIPTION
 DK5188
 DK5188'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5188'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 WITH COUNTY
 DK5188'HIGHWAY S ABOUT 2 MI (3.2 KM) NORTHEAST OF THE CITY OF BLAIR, GO EAST
 DK5188'ON STATE HIGHWAY 95 FOR 0.6 MI (1.0 KM) TO TURRI COULEE LANE ON THE
 DK5188'LEFT, CONTINUE EAST ON STATE HIGHWAY 95 FOR 0.4 MI (0.6 KM) TO THE
 DK5188'STATION ON THE LEFT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY
 DK5188'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DK5188'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3
 DK5188'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 17.3 M (56.8 FT) NORTH
 DK5188'OF THE CENTERLINE OF STATE HIGHWAY 95, 3 M (9.8 FT) WEST OF A FIELD
 DK5188'ENTRANCE, 1.1 M (3.6 FT) SOUTH OF A YELLOW 4X4 PLASTIC RIGHT-OF-WAY
 DK5188'POST, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE
 DK5188'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5188'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5188
 DK5188                          STATION RECOVERY (2011)
 DK5188
 DK5188'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG3900 ***********************************************************************
 DG3900  DESIGNATION -  27 VP
 DG3900  PID         -  DG3900
 DG3900  STATE/COUNTY-  WI/JEFFERSON
 DG3900  COUNTRY     -  US
 DG3900  USGS QUAD   -  PALMYRA (2018)
 DG3900
 DG3900                         *CURRENT SURVEY CONTROL
 DG3900  ______________________________________________________________________
 DG3900* NAD 83(1986) POSITION- 42 52 32.11   (N) 088 35 16.64   (W)   HD_HELD1
 DG3900* NAVD 88 ORTHO HEIGHT -   258.463 (meters)      847.97  (feet) ADJUSTED
 DG3900  ______________________________________________________________________
 DG3900  GEOID HEIGHT    -        -34.223 (meters)                     GEOID18
 DG3900  DYNAMIC HEIGHT  -        258.393 (meters)      847.74  (feet) COMP
 DG3900  MODELED GRAVITY -    980,344.3   (mgal)                       NAVD 88
 DG3900
 DG3900  VERT ORDER      -  SECOND    CLASS I
 DG3900
 DG3900.The horizontal coordinates were determined by differentially corrected
 DG3900.hand held GPS observations or other comparable positioning techniques
 DG3900.and have an estimated accuracy of +/- 3 meters.
 DG3900
 DG3900.The orthometric height was determined by differential leveling and
 DG3900.adjusted by the WI DEPT OF TRANSP
 DG3900.in May 2012.
 DG3900
 DG3900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG3900.GEOID18 height accuracy estimate available here.
 DG3900
 DG3900.Click photographs - Photos may exist for this station.
 DG3900
 DG3900.The dynamic height is computed by dividing the NAVD 88
 DG3900.geopotential number by the normal gravity value computed on the
 DG3900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3900.degrees latitude (g = 980.6199 gals.).
 DG3900
 DG3900.The modeled gravity was interpolated from observed gravity values.
 DG3900
 DG3900;                    North         East    Units  Estimated Accuracy
 DG3900;SPC WI S     -    98,246.4     715,363.0     MT  (+/- 3 meters HH1 GPS) 
 DG3900
 DG3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7030648222(NAD 83)
 DG3900
 DG3900                          SUPERSEDED SURVEY CONTROL
 DG3900
 DG3900  NAVD 88 (04/20/07)  258.439  (m)          847.90   (f) SUPERSEDED  2 1
 DG3900  NAVD 88 (02/25/04)  258.405  (m)          847.78   (f) SUPERSEDED  2 1
 DG3900
 DG3900.Superseded values are not recommended for survey control.
 DG3900
 DG3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3900.See file dsdata.pdf to determine how the superseded data were derived.
 DG3900
 DG3900_MARKER: DB = BENCH MARK DISK
 DG3900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3900_STAMPING: 27VP 1957
 DG3900_MARK LOGO: USGS
 DG3900_PROJECTION: PROJECTING 10 CENTIMETERS
 DG3900_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG3900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3900+STABILITY: SURFACE MOTION
 DG3900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG3900+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DG3900
 DG3900  HISTORY     - Date     Condition        Report By
 DG3900  HISTORY     - 1957     MONUMENTED       USGS
 DG3900  HISTORY     - 20020812 GOOD             WIDT
 DG3900  HISTORY     - 20060926 GOOD             WIDT
 DG3900
 DG3900                          STATION DESCRIPTION
 DG3900
 DG3900'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DG3900'THE STATION IS LOCATED ABOUT 13 KM NORTHEAST OF WHITEWATER IN
 DG3900'PALMYRA. OWNERSHIP--VILLAGE OF PALMYRA.  TO REACH THE STATION FROM
 DG3900'THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 106 AT THE
 DG3900'INTERSECTION OF MAPLE STREET AND SECOND STREET IN THE VILLAGE OF
 DG3900'PALMYRA, GO SOUTHEAST ON STATE HIGHWAY 59 (SECOND STREET) FOR 0.2 KM
 DG3900'TO COUNTY HIGHWAY H (MAIN STREET), TURN RIGHT AND GO SOUTHWEST ON
 DG3900'COUNTY HIGHWAY H (MAIN STREET) FOR 0.3 KM TO THE WISCONSIN AND
 DG3900'SOUTHERN RAILROAD AND THE STATION ON THE LEFT.    THE STATION IS AN
 DG3900'ALUMINUM US GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A
 DG3900'15-CM SQUARE CONCRETE POST AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DG3900'THE STATION IS 11.2 M SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DG3900'H (MAIN STREET), 12.5 M SOUTH OF THE SOUTH RAIL, 2.7 M WEST OF THE
 DG3900'WEST EDGE OF THE SIDEWALK, AND 1.4 M SOUTHWEST OF UTILITY POLE
 DG3900'--71-15156 55-2--.  ---NOTE---THE STATION IS NOT SUITALE FOR GPS
 DG3900'OBSERVATIONS DUE TO TREES TO THE SOUTH EXTENDING HIGHER THAN 25
 DG3900'DEGREES ABOVE THE HORIZON.
 DG3900
 DG3900                          STATION RECOVERY (2006)
 DG3900
 DG3900'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DG3900'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.2 M SOUTHWEST OF
 DG3900'A WHITE PLASTIC WITNESS POST.  NOTE-- THE MONUMENT PROJECTS 10 CM
 DG3900'ABOVE GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0289 ***********************************************************************
 NH0289  DESIGNATION -  271
 NH0289  PID         -  NH0289
 NH0289  STATE/COUNTY-  WI/ROCK
 NH0289  COUNTRY     -  US
 NH0289  USGS QUAD   -  MILTON (2018)
 NH0289
 NH0289                         *CURRENT SURVEY CONTROL
 NH0289  ______________________________________________________________________
 NH0289* NAD 83(1986) POSITION- 42 46 51.     (N) 088 58 01.     (W)   SCALED
 NH0289* NAVD 88 ORTHO HEIGHT -   268.671 (meters)      881.46  (feet) ADJUSTED
 NH0289  ______________________________________________________________________
 NH0289  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 NH0289  DYNAMIC HEIGHT  -        268.596 (meters)      881.22  (feet) COMP
 NH0289  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 NH0289
 NH0289  VERT ORDER      -  SECOND    CLASS 0
 NH0289
 NH0289.The horizontal coordinates were scaled from a map and have
 NH0289.an estimated accuracy of +/- 6 seconds.
 NH0289
 NH0289.The orthometric height was determined by differential leveling and
 NH0289.adjusted by the NATIONAL GEODETIC SURVEY
 NH0289.in June 1991.
 NH0289
 NH0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0289.GEOID18 height accuracy estimate available here.
 NH0289
 NH0289.Click photographs - Photos may exist for this station.
 NH0289
 NH0289.The dynamic height is computed by dividing the NAVD 88
 NH0289.geopotential number by the normal gravity value computed on the
 NH0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0289.degrees latitude (g = 980.6199 gals.).
 NH0289
 NH0289.The modeled gravity was interpolated from observed gravity values.
 NH0289
 NH0289;                    North         East    Units  Estimated Accuracy
 NH0289;SPC WI S     -    87,270.      684,530.      MT  (+/- 180 meters Scaled)
 NH0289
 NH0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN391383(NAD 83)
 NH0289
 NH0289                          SUPERSEDED SURVEY CONTROL
 NH0289
 NH0289  NGVD 29 (??/??/92)  268.739  (m)          881.69   (f) ADJ UNCH    2 0
 NH0289
 NH0289.Superseded values are not recommended for survey control.
 NH0289
 NH0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0289.See file dsdata.pdf to determine how the superseded data were derived.
 NH0289
 NH0289_MARKER: DD = SURVEY DISK
 NH0289_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NH0289_STAMPING: 271
 NH0289_MARK LOGO: CGS+SS
 NH0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0289
 NH0289  HISTORY     - Date     Condition        Report By
 NH0289  HISTORY     - 1934     MONUMENTED       WIGS
 NH0289  HISTORY     - 1958     MARK NOT FOUND   CGS
 NH0289  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0289
 NH0289                          STATION DESCRIPTION
 NH0289
 NH0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NH0289'AT MILTON JUNCTION.
 NH0289'AT MILTON JUNCTION, ROCK COUNTY, AT THE FIRST NORTH AND SOUTH
 NH0289'ROAD CROSSING WEST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0289'PACIFIC RAILROAD STATION, 33 FEET WEST OF THE CENTERLINE OF THE
 NH0289'ROAD, 25 FEET SOUTHEAST OF THE SWITCH STAND OF THE MOST NORTHERLY
 NH0289'TRACK, MIDWAY BETWEEN THE MAIN AND SIDETRACKS, AND 8 INCHES
 NH0289'LOWER THAN THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED
 NH0289'271 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SITE VISITED,
 NH0289'BUT NOT FOUND.
 NH0289
 NH0289                          STATION RECOVERY (2001)
 NH0289
 NH0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0289'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0415 ***********************************************************************
 OM0415  DESIGNATION -  276
 OM0415  PID         -  OM0415
 OM0415  STATE/COUNTY-  WI/DANE
 OM0415  COUNTRY     -  US
 OM0415  USGS QUAD   -  MADISON EAST (2018)
 OM0415
 OM0415                         *CURRENT SURVEY CONTROL
 OM0415  ______________________________________________________________________
 OM0415* NAD 83(1986) POSITION- 43 05 19.     (N) 089 21 48.     (W)   SCALED
 OM0415* NAVD 88 ORTHO HEIGHT -   260.312 (meters)      854.04  (feet) ADJUSTED
 OM0415  ______________________________________________________________________
 OM0415  GEOID HEIGHT    -        -34.374 (meters)                     GEOID18
 OM0415  DYNAMIC HEIGHT  -        260.245 (meters)      853.82  (feet) COMP
 OM0415  MODELED GRAVITY -    980,354.4   (mgal)                       NAVD 88
 OM0415
 OM0415  VERT ORDER      -  SECOND    CLASS 0
 OM0415
 OM0415.The horizontal coordinates were scaled from a map and have
 OM0415.an estimated accuracy of +/- 6 seconds.
 OM0415
 OM0415.The orthometric height was determined by differential leveling and
 OM0415.adjusted by the NATIONAL GEODETIC SURVEY
 OM0415.in June 1991.
 OM0415
 OM0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0415.GEOID18 height accuracy estimate available here.
 OM0415
 OM0415.Click photographs - Photos may exist for this station.
 OM0415
 OM0415.The dynamic height is computed by dividing the NAVD 88
 OM0415.geopotential number by the normal gravity value computed on the
 OM0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0415.degrees latitude (g = 980.6199 gals.).
 OM0415
 OM0415.The modeled gravity was interpolated from observed gravity values.
 OM0415
 OM0415;                    North         East    Units  Estimated Accuracy
 OM0415;SPC WI S     -   121,130.      651,840.      MT  (+/- 180 meters Scaled)
 OM0415
 OM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN076733(NAD 83)
 OM0415
 OM0415                          SUPERSEDED SURVEY CONTROL
 OM0415
 OM0415  NGVD 29 (??/??/92)  260.374  (m)          854.24   (f) ADJ UNCH    2 0
 OM0415
 OM0415.Superseded values are not recommended for survey control.
 OM0415
 OM0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0415.See file dsdata.pdf to determine how the superseded data were derived.
 OM0415
 OM0415_MARKER: DD = SURVEY DISK
 OM0415_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OM0415_SP_SET: SLAB
 OM0415_STAMPING: 276
 OM0415_MARK LOGO: CGS+SS
 OM0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0415
 OM0415  HISTORY     - Date     Condition        Report By
 OM0415  HISTORY     - 1934     MONUMENTED       WIGS
 OM0415  HISTORY     - 1934     GOOD             CGS
 OM0415  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 OM0415
 OM0415                          STATION DESCRIPTION
 OM0415
 OM0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0415'AT MADISON.
 OM0415'0.17 MILES SOUTHEAST ALONG CHICAGO, MILWAUKEE, ST PAUL AND
 OM0415'PACIFIC RAILROAD FROM U S C AND G S BENCH MARK E-101.  SET IN
 OM0415'CENTER STRIP OF U.S. HIWAY 151, 30 FEET WEST OF THE CENTERLINE
 OM0415'OF THE C AND N W RAILROAD.
 OM0415
 OM0415                          STATION RECOVERY (1995)
 OM0415
 OM0415'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0415'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5185 ***********************************************************************
 DH5185  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5185  DESIGNATION -  28 163W
 DH5185  PID         -  DH5185
 DH5185  STATE/COUNTY-  WI/MONROE
 DH5185  COUNTRY     -  US
 DH5185  USGS QUAD   -  SAINT MARYS (2018)
 DH5185
 DH5185                         *CURRENT SURVEY CONTROL
 DH5185  ______________________________________________________________________
 DH5185* NAD 83(2011) POSITION- 43 50 20.11851(N) 090 44 32.35258(W)   ADJUSTED
 DH5185* NAD 83(2011) ELLIP HT-   237.245 (meters)        (06/27/12)   ADJUSTED
 DH5185* NAD 83(2011) EPOCH   -  2010.00
 DH5185* NAVD 88 ORTHO HEIGHT -   270.53  (meters)      887.6   (feet) GPS OBS
 DH5185  ______________________________________________________________________
 DH5185  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5185  GEOID HEIGHT    -        -33.283 (meters)                     GEOID12A
 DH5185  GEOID HEIGHT    -        -33.284 (meters)                     GEOID18
 DH5185  NAD 83(2011) X  -    -59,700.063 (meters)                     COMP
 DH5185  NAD 83(2011) Y  - -4,607,675.276 (meters)                     COMP
 DH5185  NAD 83(2011) Z  -  4,395,364.089 (meters)                     COMP
 DH5185  LAPLACE CORR    -         -4.98  (seconds)                    DEFLEC18
 DH5185
 DH5185  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5185  Standards:
 DH5185         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5185            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5185  -------------------------------------------------------------------
 DH5185  NETWORK    0.31   0.47           0.14   0.11   0.24      0.05959438
 DH5185  -------------------------------------------------------------------
 DH5185  Click here for local accuracies and other accuracy information.
 DH5185
 DH5185.The horizontal coordinates were established by GPS observations
 DH5185.and adjusted by the National Geodetic Survey in June 2012.
 DH5185
 DH5185.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5185.been affixed to the stable North American tectonic plate. See 
 DH5185.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5185
 DH5185.The horizontal coordinates are valid at the epoch date displayed above
 DH5185.which is a decimal equivalence of Year/Month/Day.
 DH5185
 DH5185.The orthometric height was determined by GPS observations and a
 DH5185.high-resolution geoid model using precise GPS observation and
 DH5185.processing techniques.
 DH5185
 DH5185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5185.GEOID18 height accuracy estimate available here.
 DH5185
 DH5185.Click photographs - Photos may exist for this station.
 DH5185
 DH5185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5185
 DH5185.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5185
 DH5185.The ellipsoidal height was determined by GPS observations
 DH5185.and is referenced to NAD 83.
 DH5185
 DH5185. The following values were computed from the NAD 83(2011) position.
 DH5185
 DH5185;                    North         East     Units Scale Factor Converg.
 DH5185;SPC WI S     -   204,555.762   540,303.559   MT  0.99996169   -0 30 36.2
 DH5185;SPC WI S     -   671,113.36  1,772,645.93   sFT  0.99996169   -0 30 36.2
 DH5185;UTM  15      - 4,856,459.924   681,498.437   MT  1.00000518   +1 33 51.0
 DH5185
 DH5185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5185!SPC WI S     -   0.99996280  x   0.99996169  =   0.99992449
 DH5185!UTM  15      -   0.99996280  x   1.00000518  =   0.99996798
 DH5185
 DH5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8149856459(NAD 83)
 DH5185
 DH5185                          SUPERSEDED SURVEY CONTROL
 DH5185
 DH5185  NAD 83(2007)-  43 50 20.11852(N)    090 44 32.35338(W) AD(2002.00) 0
 DH5185  ELLIP H (02/10/07)  237.275  (m)                       GP(2002.00)    
 DH5185  NAD 83(1997)-  43 50 20.11849(N)    090 44 32.35385(W) AD(       ) 1
 DH5185  ELLIP H (08/01/05)  237.268  (m)                       GP(       ) 2 1
 DH5185  NAVD 88 (07/26/07)  270.53   (m)  GEOID03  model used  GPS OBS        
 DH5185
 DH5185.Superseded values are not recommended for survey control.
 DH5185
 DH5185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5185.See file dsdata.pdf to determine how the superseded data were derived.
 DH5185
 DH5185_MARKER: DD = SURVEY DISK
 DH5185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5185_STAMPING: 28-163 W 1996
 DH5185_MARK LOGO: WI-081
 DH5185_PROJECTION: FLUSH
 DH5185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5185+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2010
 DH5185
 DH5185  HISTORY     - Date     Condition        Report By
 DH5185  HISTORY     - 1996     MONUMENTED       WI-081
 DH5185  HISTORY     - 20030226 GOOD             WIDT
 DH5185  HISTORY     - 20100831 GOOD             WIDT
 DH5185
 DH5185                          STATION DESCRIPTION
 DH5185
 DH5185'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5185'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5185'STATE HIGHWAY  16 WITH STATE HIGHWAY 27 AT THE INTERSECTION OF
 DH5185'WISCONSIN AVENUE WITH BLACK RIVER  STREET IN THE CITY OF SPARTA, GO
 DH5185'SOUTH ON STATE HIGHWAY 27 FOR 6.6 MI TO COUNTY HIGHWAY  XX   ON THE
 DH5185'LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY XX, FOLLOW COUNTY
 DH5185'HIGHWAY XX IN  A SOUTHEASTERN DIRECTION FOR 2.9 MI TO KATYDID ROAD ON
 DH5185'THE LEFT, CONTINUE SOUTHEAST ON  COUNTY XX FOR 0.5 MI TO THE STATION
 DH5185'ON THE LEFT.  THE STATION IS A BRONZE MONROE COUNTY   GEODETIC
 DH5185'CONTROL MARK DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST
 DH5185'ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 10.1 M
 DH5185'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY XX, 40.1 M
 DH5185'SOUTHEAST OF A  POWER POLE, 0.8 M NORTHWEST OF A GUARDPOST, 0.8 M
 DH5185'SOUTHEAST OF A GUARDPOST, AND 0.6 M  SOUTH-SOUTHWEST OF A GREEN METAL
 DH5185'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5185'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR  POWER
 DH5185'LINES DIRECTLY ABOVE.
 DH5185
 DH5185                          STATION RECOVERY (2010)
 DH5185
 DH5185'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5185'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 55 M SOUTHEAST OF
 DH5185'AN ORANGE OVER WHITE WOOD CULVERT POST AND 42 M SOUTHEAST OF A POWER
 DH5185'POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5232 ***********************************************************************
 DK5232  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5232  DESIGNATION -  28 BLAIR GPS
 DK5232  PID         -  DK5232
 DK5232  STATE/COUNTY-  WI/TREMPEALEAU
 DK5232  COUNTRY     -  US
 DK5232  USGS QUAD   -  WHITEHALL (2018)
 DK5232
 DK5232                         *CURRENT SURVEY CONTROL
 DK5232  ______________________________________________________________________
 DK5232* NAD 83(2011) POSITION- 44 18 53.86048(N) 091 16 45.72396(W)   ADJUSTED
 DK5232* NAD 83(2011) ELLIP HT-   223.312 (meters)        (06/27/12)   ADJUSTED
 DK5232* NAD 83(2011) EPOCH   -  2010.00
 DK5232* NAVD 88 ORTHO HEIGHT -   254.78  (meters)      835.9   (feet) GPS OBS
 DK5232  ______________________________________________________________________
 DK5232  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5232  GEOID HEIGHT    -        -31.471 (meters)                     GEOID12A
 DK5232  GEOID HEIGHT    -        -31.471 (meters)                     GEOID18
 DK5232  NAD 83(2011) X  -   -102,063.918 (meters)                     COMP
 DK5232  NAD 83(2011) Y  - -4,570,116.544 (meters)                     COMP
 DK5232  NAD 83(2011) Z  -  4,433,355.420 (meters)                     COMP
 DK5232  LAPLACE CORR    -         -7.49  (seconds)                    DEFLEC18
 DK5232
 DK5232  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5232  Standards:
 DK5232         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5232            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5232  -------------------------------------------------------------------
 DK5232  NETWORK    0.32   0.31           0.14   0.12   0.16      0.06897896
 DK5232  -------------------------------------------------------------------
 DK5232  Click here for local accuracies and other accuracy information.
 DK5232
 DK5232.The horizontal coordinates were established by GPS observations
 DK5232.and adjusted by the National Geodetic Survey in June 2012.
 DK5232
 DK5232.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5232.been affixed to the stable North American tectonic plate. See 
 DK5232.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5232
 DK5232.The horizontal coordinates are valid at the epoch date displayed above
 DK5232.which is a decimal equivalence of Year/Month/Day.
 DK5232
 DK5232.The orthometric height was determined by GPS observations and a
 DK5232.high-resolution geoid model using precise GPS observation and
 DK5232.processing techniques.
 DK5232
 DK5232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5232.GEOID18 height accuracy estimate available here.
 DK5232
 DK5232.Click photographs - Photos may exist for this station.
 DK5232
 DK5232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5232
 DK5232.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5232
 DK5232.The ellipsoidal height was determined by GPS observations
 DK5232.and is referenced to NAD 83.
 DK5232
 DK5232. The following values were computed from the NAD 83(2011) position.
 DK5232
 DK5232;                    North         East     Units Scale Factor Converg.
 DK5232;SPC WI C     -    54,321.655   497,936.580   MT  0.99998835   -0 54 09.7
 DK5232;SPC WI C     -   178,220.30  1,633,646.93   sFT  0.99998835   -0 54 09.7
 DK5232;UTM  15      - 4,908,295.473   637,218.829   MT  0.99983157   +1 12 08.0
 DK5232
 DK5232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5232!SPC WI C     -   0.99996499  x   0.99998835  =   0.99995334
 DK5232!UTM  15      -   0.99996499  x   0.99983157  =   0.99979656
 DK5232
 DK5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3721808295(NAD 83)
 DK5232
 DK5232                          SUPERSEDED SURVEY CONTROL
 DK5232
 DK5232  NAD 83(2007)-  44 18 53.86059(N)    091 16 45.72479(W) AD(2002.00) 1
 DK5232  ELLIP H (07/29/08)  223.343  (m)                       GP(2002.00) 3 1
 DK5232  NAVD 88 (07/29/08)  254.78   (m)  GEOID03  model used  GPS OBS        
 DK5232
 DK5232.Superseded values are not recommended for survey control.
 DK5232
 DK5232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5232.See file dsdata.pdf to determine how the superseded data were derived.
 DK5232
 DK5232_MARKER: DD = SURVEY DISK
 DK5232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5232_STAMPING: 28 BLAIR GPS 1995
 DK5232_MARK LOGO: WI-121
 DK5232_PROJECTION: FLUSH
 DK5232_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5232+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 DK5232
 DK5232  HISTORY     - Date     Condition        Report By
 DK5232  HISTORY     - 1995     MONUMENTED       WI-121
 DK5232  HISTORY     - 20061024 GOOD             WIDT
 DK5232  HISTORY     - 20110929 GOOD             WIDT
 DK5232
 DK5232                          STATION DESCRIPTION
 DK5232
 DK5232'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5232'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DK5232'HIGHWAY 95 ABOUT 2 MI (3.2 KM) NORTHWEST OF THE CITY OF BLAIR, GO
 DK5232'NORTH ON US HIGHWAY 53 FOR 1.0 MI (1.6 KM) TO CARPENTER BRIDGE ROAD ON
 DK5232'THE RIGHT, CONTINUE NORTHWEST ON US HIGHWAY 53 FOR 0.1 MI (0.2 KM) TO
 DK5232'THE STATION ON THE LEFT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY
 DK5232'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DK5232'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DK5232'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.9 M (45.6 FT) SOUTHWEST
 DK5232'OF THE CENTERLINE OF US HIGHWAY 53, 34.3 M (112.5 FT) NORTHWEST OF A
 DK5232'POWER POLE --8113 CC 2--, 5 M (16.4 FT) SOUTHEAST OF A FIELD ENTRANCE,
 DK5232'AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4
 DK5232'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5232'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DK5232'FOR A 2-WIRE POWER LINE NEARLY DIRECTLY OVERHEAD.
 DK5232
 DK5232                          STATION RECOVERY (2011)
 DK5232
 DK5232'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0387 ***********************************************************************
 OM0387  DESIGNATION -  281 RESET
 OM0387  PID         -  OM0387
 OM0387  STATE/COUNTY-  WI/DANE
 OM0387  COUNTRY     -  US
 OM0387  USGS QUAD   -  MADISON WEST (2018)
 OM0387
 OM0387                         *CURRENT SURVEY CONTROL
 OM0387  ______________________________________________________________________
 OM0387* NAD 83(1986) POSITION- 43 04 23.20   (N) 089 25 44.43   (W)   HD_HELD1
 OM0387* NAVD 88 ORTHO HEIGHT -   267.990 (meters)      879.23  (feet) ADJUSTED
 OM0387  ______________________________________________________________________
 OM0387  GEOID HEIGHT    -        -34.312 (meters)                     GEOID18
 OM0387  DYNAMIC HEIGHT  -        267.920 (meters)      879.00  (feet) COMP
 OM0387  MODELED GRAVITY -    980,354.5   (mgal)                       NAVD 88
 OM0387
 OM0387  VERT ORDER      -  SECOND    CLASS I
 OM0387
 OM0387.The horizontal coordinates were determined by differentially corrected
 OM0387.hand held GPS observations or other comparable positioning techniques
 OM0387.and have an estimated accuracy of +/- 3 meters.
 OM0387
 OM0387.The orthometric height was determined by differential leveling and
 OM0387.adjusted by the NATIONAL GEODETIC SURVEY
 OM0387.in April 2017.
 OM0387
 OM0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0387.GEOID18 height accuracy estimate available here.
 OM0387
 OM0387.Click photographs - Photos may exist for this station.
 OM0387
 OM0387.The dynamic height is computed by dividing the NAVD 88
 OM0387.geopotential number by the normal gravity value computed on the
 OM0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0387.degrees latitude (g = 980.6199 gals.).
 OM0387
 OM0387.The modeled gravity was interpolated from observed gravity values.
 OM0387
 OM0387;                    North         East    Units  Estimated Accuracy
 OM0387;SPC WI S     -   119,371.5     646,501.2     MT  (+/- 3 meters HH1 GPS) 
 OM0387
 OM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0224671797(NAD 83)
 OM0387
 OM0387                          SUPERSEDED SURVEY CONTROL
 OM0387
 OM0387  NGVD 29 (07/09/15)  268.02   (m)          879.3    (f) RESET       3  
 OM0387
 OM0387.Superseded values are not recommended for survey control.
 OM0387
 OM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0387.See file dsdata.pdf to determine how the superseded data were derived.
 OM0387
 OM0387_MARKER: DD = SURVEY DISK
 OM0387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0387_SP_SET: RETAINING WALL
 OM0387_STAMPING: 281 RESET 1967
 OM0387_MARK LOGO: CGS+SS
 OM0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0387+STABILITY: SURFACE MOTION
 OM0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0387+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2021
 OM0387
 OM0387  HISTORY     - Date     Condition        Report By
 OM0387  HISTORY     - 1967     MONUMENTED       CGS
 OM0387  HISTORY     - 1968     GOOD             CGS
 OM0387  HISTORY     - 20040602 GOOD             WIDT
 OM0387  HISTORY     - 20151111 GOOD             WIDT
 OM0387  HISTORY     - 20210412 GOOD             WI2780
 OM0387
 OM0387                          STATION DESCRIPTION
 OM0387
 OM0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 OM0387'AT MADISON.
 OM0387'AT MADISON, AT THE HIGHLAND AVENUE CROSSING OF THE CHICAGO,
 OM0387'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 68 FEET WEST OF THE
 OM0387'CENTER OF HIGHLAND AVENUE, 63 FEET SOUTH OF THE CENTER LINE
 OM0387'OF THE TRACK, ABOUT 1.5 FEET HIGHER THAN THE TOP OF THE RAIL,
 OM0387'SET IN THE TOP OF THE EAST END OF A CONCRETE RETAINING WALL.
 OM0387
 OM0387                          STATION RECOVERY (2004)
 OM0387
 OM0387'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (MJH)
 OM0387'RECOVERED IN GOOD CONDITION.
 OM0387
 OM0387                          STATION RECOVERY (2015)
 OM0387
 OM0387'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 OM0387'RECOVERED AS DESCRIBED.
 OM0387
 OM0387                          STATION RECOVERY (2021)
 OM0387
 OM0387'RECOVERY NOTE BY CITY OF MADISON WISCONSIN 2021 (DR)
 OM0387'MAJOR SEWER CONSTRUCTION TO OCCUR IN ADJACENT WESTBOUND ON RAMP IN
 OM0387'2022 OR 2023.  MAY DESTABILIZE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0388 ***********************************************************************
 OM0388  DESIGNATION -  282
 OM0388  PID         -  OM0388
 OM0388  STATE/COUNTY-  WI/DANE
 OM0388  COUNTRY     -  US
 OM0388  USGS QUAD   -  MADISON WEST (2018)
 OM0388
 OM0388                         *CURRENT SURVEY CONTROL
 OM0388  ______________________________________________________________________
 OM0388* NAD 83(1986) POSITION- 43 04 37.8    (N) 089 26 55.8    (W)   HD_HELD2
 OM0388* NAVD 88 ORTHO HEIGHT -   272.377 (meters)      893.62  (feet) ADJUSTED
 OM0388  ______________________________________________________________________
 OM0388  GEOID HEIGHT    -        -34.308 (meters)                     GEOID18
 OM0388  DYNAMIC HEIGHT  -        272.306 (meters)      893.39  (feet) COMP
 OM0388  MODELED GRAVITY -    980,351.9   (mgal)                       NAVD 88
 OM0388
 OM0388  VERT ORDER      -  SECOND    CLASS 0
 OM0388
 OM0388.The horizontal coordinates were established by autonomous hand held GPS
 OM0388.observations and have an estimated accuracy of +/- 10 meters.
 OM0388
 OM0388.The orthometric height was determined by differential leveling and
 OM0388.adjusted by the NATIONAL GEODETIC SURVEY
 OM0388.in June 1991.
 OM0388
 OM0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0388.GEOID18 height accuracy estimate available here.
 OM0388
 OM0388.Click photographs - Photos may exist for this station.
 OM0388
 OM0388.The dynamic height is computed by dividing the NAVD 88
 OM0388.geopotential number by the normal gravity value computed on the
 OM0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0388.degrees latitude (g = 980.6199 gals.).
 OM0388
 OM0388.The modeled gravity was interpolated from observed gravity values.
 OM0388
 OM0388;                    North         East    Units  Estimated Accuracy
 OM0388;SPC WI S     -   119,811.      644,884.      MT  (+/- 10 meters HH2 GPS)
 OM0388
 OM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0064572294(NAD 83)
 OM0388
 OM0388                          SUPERSEDED SURVEY CONTROL
 OM0388
 OM0388  NGVD 29 (??/??/92)  272.437  (m)          893.82   (f) ADJ UNCH    2 0
 OM0388
 OM0388.Superseded values are not recommended for survey control.
 OM0388
 OM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0388.See file dsdata.pdf to determine how the superseded data were derived.
 OM0388
 OM0388_MARKER: DD = SURVEY DISK
 OM0388_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OM0388_STAMPING: 282
 OM0388_MARK LOGO: CGS+SS
 OM0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0388
 OM0388  HISTORY     - Date     Condition        Report By
 OM0388  HISTORY     - 1934     MONUMENTED       WIGS
 OM0388  HISTORY     - 1934     GOOD             CGS
 OM0388  HISTORY     - 1953     GOOD             CGS
 OM0388
 OM0388                          STATION DESCRIPTION
 OM0388
 OM0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0388'2.9 MI W FROM MADISON.
 OM0388'2.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0388'PACIFIC RAILROAD TO HIGHBURY ROAD CROSSING.  SET IN CONCRETE
 OM0388'POST 8 POLES EAST OF MILEPOST 98, 41 FEET NORTH OF THE CENTER
 OM0388'LINE OF THE TRACKS, 20 FEET WEST OF THE CENTER LINE OF THE
 OM0388'ROAD.
 OM0388
 OM0388                          STATION RECOVERY (1953)
 OM0388
 OM0388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 OM0388'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0389 ***********************************************************************
 OM0389  DESIGNATION -  283
 OM0389  PID         -  OM0389
 OM0389  STATE/COUNTY-  WI/DANE
 OM0389  COUNTRY     -  US
 OM0389  USGS QUAD   -  MADISON WEST (2018)
 OM0389
 OM0389                         *CURRENT SURVEY CONTROL
 OM0389  ______________________________________________________________________
 OM0389* NAD 83(1986) POSITION- 43 04 37.83   (N) 089 27 15.69   (W)   HD_HELD1
 OM0389* NAVD 88 ORTHO HEIGHT -   274.825 (meters)      901.66  (feet) ADJUSTED
 OM0389  ______________________________________________________________________
 OM0389  GEOID HEIGHT    -        -34.306 (meters)                     GEOID18
 OM0389  DYNAMIC HEIGHT  -        274.753 (meters)      901.42  (feet) COMP
 OM0389  MODELED GRAVITY -    980,350.6   (mgal)                       NAVD 88
 OM0389
 OM0389  VERT ORDER      -  SECOND    CLASS I
 OM0389
 OM0389.The horizontal coordinates were determined by differentially corrected
 OM0389.hand held GPS observations or other comparable positioning techniques
 OM0389.and have an estimated accuracy of +/- 3 meters.
 OM0389
 OM0389.The orthometric height was determined by differential leveling and
 OM0389.adjusted by the NATIONAL GEODETIC SURVEY
 OM0389.in April 2017.
 OM0389
 OM0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0389.GEOID18 height accuracy estimate available here.
 OM0389
 OM0389.Click photographs - Photos may exist for this station.
 OM0389
 OM0389.The dynamic height is computed by dividing the NAVD 88
 OM0389.geopotential number by the normal gravity value computed on the
 OM0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0389.degrees latitude (g = 980.6199 gals.).
 OM0389
 OM0389.The modeled gravity was interpolated from observed gravity values.
 OM0389
 OM0389;                    North         East    Units  Estimated Accuracy
 OM0389;SPC WI S     -   119,809.1     644,433.8     MT  (+/- 3 meters HH1 GPS) 
 OM0389
 OM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0019572308(NAD 83)
 OM0389
 OM0389                          SUPERSEDED SURVEY CONTROL
 OM0389
 OM0389  NAVD 88 (06/15/91)  274.803  (m)          901.58   (f) SUPERSEDED  2 0
 OM0389  NGVD 29 (??/??/92)  274.862  (m)          901.78   (f) ADJ UNCH    2 0
 OM0389
 OM0389.Superseded values are not recommended for survey control.
 OM0389
 OM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0389.See file dsdata.pdf to determine how the superseded data were derived.
 OM0389
 OM0389_MARKER: DD = SURVEY DISK
 OM0389_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OM0389_STAMPING: 283
 OM0389_MARK LOGO: CGS+SS
 OM0389_PROJECTION: RECESSED 15 CENTIMETERS
 OM0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0389+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2015
 OM0389
 OM0389  HISTORY     - Date     Condition        Report By
 OM0389  HISTORY     - 1934     MONUMENTED       WIGS
 OM0389  HISTORY     - 1934     GOOD             CGS
 OM0389  HISTORY     - 20080915 GOOD             GEOCAC
 OM0389  HISTORY     - 20090729 GOOD             WIDT
 OM0389  HISTORY     - 20151111 GOOD             WIDT
 OM0389
 OM0389                          STATION DESCRIPTION
 OM0389
 OM0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0389'3.2 MI W FROM MADISON.
 OM0389'3.2 MILES WEST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0389'PACIFIC RAILROAD, 2 POLES WEST OF MILEPOST 98, AT BRIDGE B-195.
 OM0389'SET IN CONCRETE POST 39 FEET NORTH OF THE CENTER LINE OF THE
 OM0389'TRACK, 189 FEET WEST OF THE SOUTHEAST CORNER OF BLACKHAWK GOLF
 OM0389'COURSE, 3 FEET ABOVE RAIL LEVEL.
 OM0389
 OM0389                          STATION RECOVERY (2008)
 OM0389
 OM0389'RECOVERY NOTE BY GEOCACHING 2008 (AJC)
 OM0389'NOTE BRIDGE IN DESCRIPTION IS NOW A CULVERT.
 OM0389
 OM0389                          STATION RECOVERY (2009)
 OM0389
 OM0389'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (GRS)
 OM0389'THE STATION IS A US COAST AND GEODETIC SURVEY AND STATE SURVEY STATION
 OM0389'DISK STAMPED 283 AND SET IN THE TOP OF A 15- BY 15-CM CONCRETE POST,
 OM0389'15 CM BELOW GROUND LEVEL, AND 1 M ABOVE THE TRACK.
 OM0389'THE STATION IS 0.3 MILE WEST OF THE HIGHBURY ROAD GRADE CROSSING, 11.1
 OM0389'M NORTH OF THE NORTH RAIL, APPROXIMATELY 57 M WEST OF THE SOUTHEAST
 OM0389'CORNER OF THE GOLF COURSE, 32.1 M NORTHWEST OF LIGHT POLE 20Y15 05,
 OM0389'25.2 M NORTHEAST OF LIGHT POLE 20Y15 06,
 OM0389'17.0 M NORTH OF A CHAIN LINK FENCE, 9.3 M NORTH OF THE NORTH END OF A
 OM0389'CULVERT UNDER THE TRACK, 7.2 M EAST OF THE CENTER OF A 35-CM-DIAMETER
 OM0389'PINE TREE, 5.3 M WEST OF THE CENTER OF A 5O-CM-DIAMETER PINE TREE, AND
 OM0389'0.70 M EAST OF THE EXTENDED WEST WALL OF A RED BRICK BUILDING ACROSS
 OM0389'THE TRACK FROM THE STATION.
 OM0389
 OM0389                          STATION RECOVERY (2015)
 OM0389
 OM0389'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 OM0389'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8323 ***********************************************************************
 DP8323  DESIGNATION -  283219
 DP8323  PID         -  DP8323
 DP8323  STATE/COUNTY-  WI/MARINETTE
 DP8323  COUNTRY     -  US
 DP8323  USGS QUAD   -  WHITE POTATO LAKE (2018)
 DP8323
 DP8323                         *CURRENT SURVEY CONTROL
 DP8323  ______________________________________________________________________
 DP8323* NAD 83(1986) POSITION- 45 13 08.7    (N) 088 08 03.7    (W)   HD_HELD2
 DP8323* NAVD 88 ORTHO HEIGHT -   279.691 (meters)      917.62  (feet) ADJUSTED
 DP8323  ______________________________________________________________________
 DP8323  GEOID HEIGHT    -        -35.922 (meters)                     GEOID18
 DP8323  DYNAMIC HEIGHT  -        279.671 (meters)      917.55  (feet) COMP
 DP8323  MODELED GRAVITY -    980,539.2   (mgal)                       NAVD 88
 DP8323
 DP8323  VERT ORDER      -  SECOND    CLASS I
 DP8323
 DP8323.The horizontal coordinates were established by autonomous hand held GPS
 DP8323.observations and have an estimated accuracy of +/- 10 meters.
 DP8323
 DP8323.The orthometric height was determined by differential leveling and
 DP8323.adjusted by the NATIONAL GEODETIC SURVEY
 DP8323.in February 2017.
 DP8323
 DP8323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8323.GEOID18 height accuracy estimate available here.
 DP8323
 DP8323.Click photographs - Photos may exist for this station.
 DP8323
 DP8323.The dynamic height is computed by dividing the NAVD 88
 DP8323.geopotential number by the normal gravity value computed on the
 DP8323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8323.degrees latitude (g = 980.6199 gals.).
 DP8323
 DP8323.The modeled gravity was interpolated from observed gravity values.
 DP8323
 DP8323;                    North         East    Units  Estimated Accuracy
 DP8323;SPC WI C     -   155,669.      746,519.      MT  (+/- 10 meters HH2 GPS)
 DP8323
 DP8323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1093607914(NAD 83)
 DP8323
 DP8323                          SUPERSEDED SURVEY CONTROL
 DP8323
 DP8323.No superseded survey control is available for this station.
 DP8323
 DP8323_MARKER: DD = SURVEY DISK
 DP8323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8323_STAMPING: 283219 2000
 DP8323_MARK LOGO: WI-075
 DP8323_PROJECTION: FLUSH
 DP8323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8323+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 DP8323
 DP8323  HISTORY     - Date     Condition        Report By
 DP8323  HISTORY     - 2000     MONUMENTED       WI-075
 DP8323  HISTORY     - 20141027 GOOD             WIDT
 DP8323
 DP8323                          STATION DESCRIPTION
 DP8323
 DP8323'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8323'HE STATION IS APPROXIMATELY 14.3 MI (23.0 KM) SOUTH-SOUTHWEST OF
 DP8323'ATHELSTANE, 9.9 MI (15.9 KM) NORTHWEST OF POUND AND 6.4 MI (10.3 KM)
 DP8323'WEST-SOUTHWEST OF CRIVITZ.
 DP8323'
 DP8323'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8323'HIGHWAY WEST ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DP8323'CRIVITZ, GO EAST ON COUNTY HIGHWAY WEST FOR 0.6 MI (1.0 KM) TO THE
 DP8323'STATION ON THE LEFT.
 DP8323'
 DP8323'THE STATION IS 13.8 M (45.3 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8323'HIGHWAY WEST, 65 M (213.3 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 DP8323'1.5 M (4.9 FT) SOUTH OF A STEEL RIGHT-OF-WAY POST AND LOCATED IN THE
 DP8323'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8323'
 DP8323'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8323'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8323'GPS NETWORK GEODETIC CONTROL STATION DISK SET IN THE TOP OF A CONCRETE
 DP8323'POST, ABOUT 1 M (3.3 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0444 ***********************************************************************
 OM0444  DESIGNATION -  288
 OM0444  PID         -  OM0444
 OM0444  STATE/COUNTY-  WI/DANE
 OM0444  COUNTRY     -  US
 OM0444  USGS QUAD   -  MIDDLETON (2018)
 OM0444
 OM0444                         *CURRENT SURVEY CONTROL
 OM0444  ______________________________________________________________________
 OM0444* NAD 83(1986) POSITION- 43 05 42.     (N) 089 30 42.     (W)   SCALED
 OM0444* NAVD 88 ORTHO HEIGHT -   283.700 (meters)      930.77  (feet) ADJUSTED
 OM0444  ______________________________________________________________________
 OM0444  GEOID HEIGHT    -        -34.301 (meters)                     GEOID18
 OM0444  DYNAMIC HEIGHT  -        283.624 (meters)      930.52  (feet) COMP
 OM0444  MODELED GRAVITY -    980,345.0   (mgal)                       NAVD 88
 OM0444
 OM0444  VERT ORDER      -  SECOND    CLASS 0
 OM0444
 OM0444.The horizontal coordinates were scaled from a map and have
 OM0444.an estimated accuracy of +/- 6 seconds.
 OM0444
 OM0444.The orthometric height was determined by differential leveling and
 OM0444.adjusted by the NATIONAL GEODETIC SURVEY
 OM0444.in June 1991.
 OM0444
 OM0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0444.GEOID18 height accuracy estimate available here.
 OM0444
 OM0444.Click photographs - Photos may exist for this station.
 OM0444
 OM0444.The dynamic height is computed by dividing the NAVD 88
 OM0444.geopotential number by the normal gravity value computed on the
 OM0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0444.degrees latitude (g = 980.6199 gals.).
 OM0444
 OM0444.The modeled gravity was interpolated from observed gravity values.
 OM0444
 OM0444;                    North         East    Units  Estimated Accuracy
 OM0444;SPC WI S     -   121,760.      639,760.      MT  (+/- 180 meters Scaled)
 OM0444
 OM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN955744(NAD 83)
 OM0444
 OM0444                          SUPERSEDED SURVEY CONTROL
 OM0444
 OM0444  NGVD 29 (??/??/92)  283.758  (m)          930.96   (f) ADJ UNCH    2 0
 OM0444
 OM0444.Superseded values are not recommended for survey control.
 OM0444
 OM0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0444.See file dsdata.pdf to determine how the superseded data were derived.
 OM0444
 OM0444_MARKER: DD = SURVEY DISK
 OM0444_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OM0444_STAMPING: 288
 OM0444_MARK LOGO: CGS+SS
 OM0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0444
 OM0444  HISTORY     - Date     Condition        Report By
 OM0444  HISTORY     - 1934     MONUMENTED       WIGS
 OM0444  HISTORY     - 1934     GOOD             CGS
 OM0444  HISTORY     - 1942     GOOD             CGS
 OM0444
 OM0444                          STATION DESCRIPTION
 OM0444
 OM0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0444'AT MIDDLETON.
 OM0444'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD.  SET
 OM0444'IN CONCRETE POST, 19 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 OM0444'21 FEET WEST OF THE CENTER LINE OF PERMENTIER STREET, 2 FEET
 OM0444'EAST OF THE EAST EDGE OF THE SIDEWALK.
 OM0444
 OM0444                          STATION RECOVERY (1942)
 OM0444
 OM0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 OM0444'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0445 ***********************************************************************
 OM0445  DESIGNATION -  289
 OM0445  PID         -  OM0445
 OM0445  STATE/COUNTY-  WI/DANE
 OM0445  COUNTRY     -  US
 OM0445  USGS QUAD   -  MIDDLETON (2018)
 OM0445
 OM0445                         *CURRENT SURVEY CONTROL
 OM0445  ______________________________________________________________________
 OM0445* NAD 83(1986) POSITION- 43 05 44.     (N) 089 31 22.     (W)   SCALED
 OM0445* NAVD 88 ORTHO HEIGHT -   287.254 (meters)      942.43  (feet) ADJUSTED
 OM0445  ______________________________________________________________________
 OM0445  GEOID HEIGHT    -        -34.297 (meters)                     GEOID18
 OM0445  DYNAMIC HEIGHT  -        287.177 (meters)      942.18  (feet) COMP
 OM0445  MODELED GRAVITY -    980,344.3   (mgal)                       NAVD 88
 OM0445
 OM0445  VERT ORDER      -  SECOND    CLASS 0
 OM0445
 OM0445.The horizontal coordinates were scaled from a map and have
 OM0445.an estimated accuracy of +/- 6 seconds.
 OM0445
 OM0445.The orthometric height was determined by differential leveling and
 OM0445.adjusted by the NATIONAL GEODETIC SURVEY
 OM0445.in June 1991.
 OM0445
 OM0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0445.GEOID18 height accuracy estimate available here.
 OM0445
 OM0445.Click photographs - Photos may exist for this station.
 OM0445
 OM0445.The dynamic height is computed by dividing the NAVD 88
 OM0445.geopotential number by the normal gravity value computed on the
 OM0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0445.degrees latitude (g = 980.6199 gals.).
 OM0445
 OM0445.The modeled gravity was interpolated from observed gravity values.
 OM0445
 OM0445;                    North         East    Units  Estimated Accuracy
 OM0445;SPC WI S     -   121,820.      638,850.      MT  (+/- 180 meters Scaled)
 OM0445
 OM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN946745(NAD 83)
 OM0445
 OM0445                          SUPERSEDED SURVEY CONTROL
 OM0445
 OM0445  NGVD 29 (??/??/92)  287.312  (m)          942.62   (f) ADJ UNCH    2 0
 OM0445
 OM0445.Superseded values are not recommended for survey control.
 OM0445
 OM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0445.See file dsdata.pdf to determine how the superseded data were derived.
 OM0445
 OM0445_MARKER: DD = SURVEY DISK
 OM0445_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OM0445_STAMPING: 289
 OM0445_MARK LOGO: CGS+SS
 OM0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0445
 OM0445  HISTORY     - Date     Condition        Report By
 OM0445  HISTORY     - 1934     MONUMENTED       WIGS
 OM0445  HISTORY     - 1934     GOOD             CGS
 OM0445
 OM0445                          STATION DESCRIPTION
 OM0445
 OM0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0445'0.6 MI W FROM MIDDLETON.
 OM0445'0.6 MILES WEST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0445'PACIFIC RAILROAD, 2 POLES WEST OF MILEPOST 102.  SET IN CONCRETE
 OM0445'POST 25 FEET NORTH OF THE CENTER LINE OF THE TRACK, 3 FEET
 OM0445'ABOVE RAIL LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5399 ***********************************************************************
 DH5399  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5399  DESIGNATION -  29 161W
 DH5399  PID         -  DH5399
 DH5399  STATE/COUNTY-  WI/MONROE
 DH5399  COUNTRY     -  US
 DH5399  USGS QUAD   -  WILTON (2018)
 DH5399
 DH5399                         *CURRENT SURVEY CONTROL
 DH5399  ______________________________________________________________________
 DH5399* NAD 83(2011) POSITION- 43 50 23.18289(N) 090 31 03.49822(W)   ADJUSTED
 DH5399* NAD 83(2011) ELLIP HT-   338.077 (meters)        (06/27/12)   ADJUSTED
 DH5399* NAD 83(2011) EPOCH   -  2010.00
 DH5399* NAVD 88 ORTHO HEIGHT -   371.92  (meters)     1220.2   (feet) GPS OBS
 DH5399  ______________________________________________________________________
 DH5399  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5399  GEOID HEIGHT    -        -33.836 (meters)                     GEOID12A
 DH5399  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 DH5399  NAD 83(2011) X  -    -41,631.009 (meters)                     COMP
 DH5399  NAD 83(2011) Y  - -4,607,881.175 (meters)                     COMP
 DH5399  NAD 83(2011) Z  -  4,395,502.150 (meters)                     COMP
 DH5399  LAPLACE CORR    -         -7.00  (seconds)                    DEFLEC18
 DH5399
 DH5399  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5399  Standards:
 DH5399         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5399            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5399  -------------------------------------------------------------------
 DH5399  NETWORK    0.29   0.43           0.13   0.10   0.22      0.12643610
 DH5399  -------------------------------------------------------------------
 DH5399  Click here for local accuracies and other accuracy information.
 DH5399
 DH5399.The horizontal coordinates were established by GPS observations
 DH5399.and adjusted by the National Geodetic Survey in June 2012.
 DH5399
 DH5399.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5399.been affixed to the stable North American tectonic plate. See 
 DH5399.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5399
 DH5399.The horizontal coordinates are valid at the epoch date displayed above
 DH5399.which is a decimal equivalence of Year/Month/Day.
 DH5399
 DH5399.The orthometric height was determined by GPS observations and a
 DH5399.high-resolution geoid model using precise GPS observation and
 DH5399.processing techniques.
 DH5399
 DH5399.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5399.GEOID18 height accuracy estimate available here.
 DH5399
 DH5399.Click photographs - Photos may exist for this station.
 DH5399
 DH5399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5399
 DH5399.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5399
 DH5399.The ellipsoidal height was determined by GPS observations
 DH5399.and is referenced to NAD 83.
 DH5399
 DH5399. The following values were computed from the NAD 83(2011) position.
 DH5399
 DH5399;                    North         East     Units Scale Factor Converg.
 DH5399;SPC WI S     -   204,513.828   558,372.485   MT  0.99996180   -0 21 20.4
 DH5399;SPC WI S     -   670,975.78  1,831,927.06   sFT  0.99996180   -0 21 20.4
 DH5399;UTM  15      - 4,857,072.279   699,558.571   MT  1.00008984   +1 43 11.9
 DH5399
 DH5399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5399!SPC WI S     -   0.99994699  x   0.99996180  =   0.99990879
 DH5399!UTM  15      -   0.99994699  x   1.00008984  =   1.00003682
 DH5399
 DH5399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9955857072(NAD 83)
 DH5399
 DH5399                          SUPERSEDED SURVEY CONTROL
 DH5399
 DH5399  NAD 83(2007)-  43 50 23.18288(N)    090 31 03.49904(W) AD(2002.00) 0
 DH5399  ELLIP H (02/10/07)  338.110  (m)                       GP(2002.00)    
 DH5399  NAD 83(1997)-  43 50 23.18286(N)    090 31 03.49953(W) AD(       ) 1
 DH5399  ELLIP H (08/01/05)  338.105  (m)                       GP(       ) 2 1
 DH5399  NAVD 88 (07/26/07)  371.90   (m)  GEOID03  model used  GPS OBS        
 DH5399
 DH5399.Superseded values are not recommended for survey control.
 DH5399
 DH5399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5399.See file dsdata.pdf to determine how the superseded data were derived.
 DH5399
 DH5399_MARKER: DD = SURVEY DISK
 DH5399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5399_STAMPING: 29-161W 1997
 DH5399_MARK LOGO: WI-081
 DH5399_PROJECTION: FLUSH
 DH5399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5399+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH5399
 DH5399  HISTORY     - Date     Condition        Report By
 DH5399  HISTORY     - 1997     MONUMENTED       WI-081
 DH5399  HISTORY     - 20030304 GOOD             WIDT
 DH5399  HISTORY     - 20100913 GOOD             WIDT
 DH5399
 DH5399                          STATION DESCRIPTION
 DH5399
 DH5399'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5399'THE STATION IS LOCATED ABOUT 16 KM SOUTH OF TOMAH AND 3 KM
 DH5399'NORTH-NORTHEAST OF WILTON.   OWNERSHIP--TOWNSHIP OF WILTON.  TO REACH
 DH5399'THE STATION FROM THE JUNCTION OF STATE  HIGHWAY 71 AND STATE HIGHWAY
 DH5399'131 NORTH WITH STATE HIGHWAY 131 SOUTH AT THE  INTERSECTION OF WALKER
 DH5399'STREET WITH WATER STREET IN THE VILLAGE OF WILTON, GO EAST ON  STATE
 DH5399'HIGHWAY 71 AND STATE HIGHWAY 131 NORTH (WALKER STREET) FOR 0.3 KM TO
 DH5399'COUNTY  HIGHWAY M (MAIN STREET)  ON THE LEFT, TURN LEFT AND GO NORTH
 DH5399'ON COUNTY HIGHWAY M (MAIN  STREET) FOR 2.7 KM TO LIMESTONE AVENUE ON
 DH5399'THE RIGHT, TURN RIGHT AND GO EAST ON  LIMESTONE  AVENUE FOR 1.3 KM TO
 DH5399'THE STATION ON THE LEFT.  THE STATION IS A BRONZE MONROE COUNTY
 DH5399'GEODETIC CONTROL MARK DISK SET IN THE TOP OF A 45-CM DIAMETER ROUND
 DH5399'CONCRETE POST AND  IS  ABOUT 1 M ABOVE THE ROAD PAVEMENT.  THE STATION
 DH5399'IS 10.1 M NORTH OF THE CENTERLINE OF  LIMESTONE AVENUE, 13 M WEST OF
 DH5399'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --23843--, 7 M  EAST OF A
 DH5399'FIELD ENTRANCE, 1.2 M SOUTH OF A FENCE, AND 0.7 M SOUTH OF A GREEN
 DH5399'METAL  WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5399'OBSTRUCTIONS HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5399
 DH5399                          STATION RECOVERY (2010)
 DH5399
 DH5399'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5399'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.0 M NORTH, 1.0 M
 DH5399'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 DH5399'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5378 ***********************************************************************
 DH5378  DESIGNATION -  29 181W
 DH5378  PID         -  DH5378
 DH5378  STATE/COUNTY-  WI/MONROE
 DH5378  COUNTRY     -  US
 DH5378  USGS QUAD   -  TUNNEL CITY (2018)
 DH5378
 DH5378                         *CURRENT SURVEY CONTROL
 DH5378  ______________________________________________________________________
 DH5378* NAD 83(2011) POSITION- 44 00 56.65239(N) 090 31 33.95353(W)   ADJUSTED
 DH5378* NAD 83(2011) ELLIP HT-   261.093 (meters)        (06/27/12)   ADJUSTED
 DH5378* NAD 83(2011) EPOCH   -  2010.00
 DH5378* NAVD 88 ORTHO HEIGHT -   294.969 (meters)      967.74  (feet) ADJUSTED
 DH5378  ______________________________________________________________________
 DH5378  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 DH5378  NAD 83(2011) X  -    -42,186.311 (meters)                     COMP
 DH5378  NAD 83(2011) Y  - -4,594,255.620 (meters)                     COMP
 DH5378  NAD 83(2011) Z  -  4,409,530.670 (meters)                     COMP
 DH5378  LAPLACE CORR    -         -6.21  (seconds)                    DEFLEC18
 DH5378  DYNAMIC HEIGHT  -        294.908 (meters)      967.54  (feet) COMP
 DH5378  MODELED GRAVITY -    980,405.8   (mgal)                       NAVD 88
 DH5378
 DH5378  VERT ORDER      -  SECOND    CLASS I
 DH5378
 DH5378  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5378  Standards:
 DH5378         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5378            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5378  -------------------------------------------------------------------
 DH5378  NETWORK    0.26   0.31           0.12   0.09   0.16      0.05111757
 DH5378  -------------------------------------------------------------------
 DH5378  Click here for local accuracies and other accuracy information.
 DH5378
 DH5378.The horizontal coordinates were established by GPS observations
 DH5378.and adjusted by the National Geodetic Survey in June 2012.
 DH5378
 DH5378.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5378.been affixed to the stable North American tectonic plate. See 
 DH5378.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5378
 DH5378.The horizontal coordinates are valid at the epoch date displayed above
 DH5378.which is a decimal equivalence of Year/Month/Day.
 DH5378
 DH5378.The orthometric height was determined by differential leveling and
 DH5378.adjusted by the WI DEPT OF TRANSP
 DH5378.in May 2012.
 DH5378
 DH5378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5378.GEOID18 height accuracy estimate available here.
 DH5378
 DH5378.Click photographs - Photos may exist for this station.
 DH5378
 DH5378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5378
 DH5378.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5378
 DH5378.The ellipsoidal height was determined by GPS observations
 DH5378.and is referenced to NAD 83.
 DH5378
 DH5378.The dynamic height is computed by dividing the NAVD 88
 DH5378.geopotential number by the normal gravity value computed on the
 DH5378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5378.degrees latitude (g = 980.6199 gals.).
 DH5378
 DH5378.The modeled gravity was interpolated from observed gravity values.
 DH5378
 DH5378. The following values were computed from the NAD 83(2011) position.
 DH5378
 DH5378;                    North         East     Units Scale Factor Converg.
 DH5378;SPC WI S     -   224,068.689   557,815.520   MT  0.99999005   -0 21 41.3
 DH5378;SPC WI S     -   735,132.02  1,830,099.75   sFT  0.99999005   -0 21 41.3
 DH5378;UTM  15      - 4,876,596.256   698,292.655   MT  1.00008362   +1 43 10.4
 DH5378
 DH5378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5378!SPC WI S     -   0.99995906  x   0.99999005  =   0.99994911
 DH5378!UTM  15      -   0.99995906  x   1.00008362  =   1.00004268
 DH5378
 DH5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9829276596(NAD 83)
 DH5378
 DH5378                          SUPERSEDED SURVEY CONTROL
 DH5378
 DH5378  NAD 83(2007)-  44 00 56.65237(N)    090 31 33.95437(W) AD(2002.00) 0
 DH5378  ELLIP H (02/10/07)  261.132  (m)                       GP(2002.00)    
 DH5378  NAD 83(1997)-  44 00 56.65238(N)    090 31 33.95490(W) AD(       ) 1
 DH5378  ELLIP H (08/01/05)  261.125  (m)                       GP(       ) 2 1
 DH5378  NAVD 88             294.96   (m)          967.7    (f) LEVELING    3  
 DH5378  NAVD 88 (04/20/07)  294.956  (m)          967.70   (f) SUPERSEDED  2 1
 DH5378
 DH5378.Superseded values are not recommended for survey control.
 DH5378
 DH5378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5378.See file dsdata.pdf to determine how the superseded data were derived.
 DH5378
 DH5378_MARKER: DD = SURVEY DISK
 DH5378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5378_STAMPING: 29-181W 1997
 DH5378_MARK LOGO: WI-081
 DH5378_PROJECTION: FLUSH
 DH5378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5378+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2012
 DH5378
 DH5378  HISTORY     - Date     Condition        Report By
 DH5378  HISTORY     - 1997     MONUMENTED       WI-081
 DH5378  HISTORY     - 20030303 GOOD             WIDT
 DH5378  HISTORY     - 20051228 GOOD             WIDT
 DH5378  HISTORY     - 20060926 GOOD             WIDT
 DH5378  HISTORY     - 20100914 GOOD             WIDT
 DH5378  HISTORY     - 20120804 GOOD             WOOLPT
 DH5378
 DH5378                          STATION DESCRIPTION
 DH5378
 DH5378'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5378'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5378'STATION FROM THE  JUNCTION OF US HIGHWAY 12 WITH STATE HIGHWAY 21
 DH5378'ABOUT 2.5 MI NORTH OF THE  CITY OF TOMAH, GO WEST ON STATE HIGHWAY 21
 DH5378'FOR 0.75 MI TO ELLSWORTH ROAD ON THE RIGHT,  CONTINUE WEST ON STATE
 DH5378'HIGHWAY 21 FOR 0.3 MI TO THE STATION ON THE RIGHT.  THE STATION IS  A
 DH5378'BRONZE MONROE COUNTY GEODETIC CONTROL MARK DISK SET IN THE TOP OF A
 DH5378'40-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY  PAVEMENT.
 DH5378'THE STATION IS 8.4 M  NORTH-NORTHEAST OF THE CENTERLINE OF STATE
 DH5378'HIGHWAY 21, 87.7 M WEST-SOUTHWEST OF A  WOOD POST FOR A --NO PASSING
 DH5378'ZONE-- SIGN, 15.6 M SOUTH-SOUTHEAST OF A FENCE AND 1.0 M  SOUTH,
 DH5378'NORTHEAST, NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5378'---NOTE---THIS  STATION HAS NO  VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5378'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5378
 DH5378                          STATION RECOVERY (2005)
 DH5378
 DH5378'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 DH5378'RECOVERED AS DESCRIBED.
 DH5378
 DH5378                          STATION RECOVERY (2006)
 DH5378
 DH5378'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH5378'RECOVERED IN GOOD CONDITION.
 DH5378
 DH5378                          STATION RECOVERY (2010)
 DH5378
 DH5378'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5378'RECOVERED IN GOOD CONDITION.
 DH5378
 DH5378                          STATION RECOVERY (2012)
 DH5378
 DH5378'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (JKN)
 DH5378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5230 ***********************************************************************
 DK5230  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5230  DESIGNATION -  29 ARCADIA NE GPS
 DK5230  PID         -  DK5230
 DK5230  STATE/COUNTY-  WI/TREMPEALEAU
 DK5230  COUNTRY     -  US
 DK5230  USGS QUAD   -  WHITEHALL (2018)
 DK5230
 DK5230                         *CURRENT SURVEY CONTROL
 DK5230  ______________________________________________________________________
 DK5230* NAD 83(2011) POSITION- 44 19 17.85085(N) 091 21 38.05228(W)   ADJUSTED
 DK5230* NAD 83(2011) ELLIP HT-   293.397 (meters)        (06/27/12)   ADJUSTED
 DK5230* NAD 83(2011) EPOCH   -  2010.00
 DK5230* NAVD 88 ORTHO HEIGHT -   324.64  (meters)     1065.1   (feet) GPS OBS
 DK5230  ______________________________________________________________________
 DK5230  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5230  GEOID HEIGHT    -        -31.241 (meters)                     GEOID12A
 DK5230  GEOID HEIGHT    -        -31.245 (meters)                     GEOID18
 DK5230  NAD 83(2011) X  -   -108,529.706 (meters)                     COMP
 DK5230  NAD 83(2011) Y  - -4,569,500.219 (meters)                     COMP
 DK5230  NAD 83(2011) Z  -  4,433,934.206 (meters)                     COMP
 DK5230  LAPLACE CORR    -         -5.64  (seconds)                    DEFLEC18
 DK5230
 DK5230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5230  Standards:
 DK5230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5230  -------------------------------------------------------------------
 DK5230  NETWORK    0.32   0.31           0.14   0.12   0.16      0.06283424
 DK5230  -------------------------------------------------------------------
 DK5230  Click here for local accuracies and other accuracy information.
 DK5230
 DK5230.The horizontal coordinates were established by GPS observations
 DK5230.and adjusted by the National Geodetic Survey in June 2012.
 DK5230
 DK5230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5230.been affixed to the stable North American tectonic plate. See 
 DK5230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5230
 DK5230.The horizontal coordinates are valid at the epoch date displayed above
 DK5230.which is a decimal equivalence of Year/Month/Day.
 DK5230
 DK5230.The orthometric height was determined by GPS observations and a
 DK5230.high-resolution geoid model using precise GPS observation and
 DK5230.processing techniques.
 DK5230
 DK5230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5230.GEOID18 height accuracy estimate available here.
 DK5230
 DK5230.Click photographs - Photos may exist for this station.
 DK5230
 DK5230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5230
 DK5230.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5230
 DK5230.The ellipsoidal height was determined by GPS observations
 DK5230.and is referenced to NAD 83.
 DK5230
 DK5230. The following values were computed from the NAD 83(2011) position.
 DK5230
 DK5230;                    North         East     Units Scale Factor Converg.
 DK5230;SPC WI C     -    55,167.335   491,471.542   MT  0.99998723   -0 57 36.0
 DK5230;SPC WI C     -   180,994.83  1,612,436.22   sFT  0.99998723   -0 57 36.0
 DK5230;UTM  15      - 4,908,902.984   630,728.173   MT  0.99981018   +1 08 44.2
 DK5230
 DK5230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5230!SPC WI C     -   0.99995400  x   0.99998723  =   0.99994123
 DK5230!UTM  15      -   0.99995400  x   0.99981018  =   0.99976419
 DK5230
 DK5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3072808902(NAD 83)
 DK5230
 DK5230                          SUPERSEDED SURVEY CONTROL
 DK5230
 DK5230  NAD 83(2007)-  44 19 17.85096(N)    091 21 38.05309(W) AD(2002.00) 1
 DK5230  ELLIP H (07/29/08)  293.429  (m)                       GP(2002.00) 3 1
 DK5230  NAVD 88 (07/29/08)  324.65   (m)  GEOID03  model used  GPS OBS        
 DK5230
 DK5230.Superseded values are not recommended for survey control.
 DK5230
 DK5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5230.See file dsdata.pdf to determine how the superseded data were derived.
 DK5230
 DK5230_MARKER: DD = SURVEY DISK
 DK5230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5230_STAMPING: 29 ARCADIA NE GPS 1995
 DK5230_MARK LOGO: WI-121
 DK5230_PROJECTION: FLUSH
 DK5230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5230+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2011
 DK5230
 DK5230  HISTORY     - Date     Condition        Report By
 DK5230  HISTORY     - 1995     MONUMENTED       WI-121
 DK5230  HISTORY     - 20061025 GOOD             WIDT
 DK5230  HISTORY     - 20111004 GOOD             WIDT
 DK5230
 DK5230                          STATION DESCRIPTION
 DK5230
 DK5230'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5230'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 (WASHINGTON
 DK5230'STREET) WITH COUNTY HIGHWAY Q (GREENE STREET) IN THE CITY OF
 DK5230'INDEPENDENCE, GO SOUTH THEN EAST ON COUNTY HIGHWAY Q (GREENE STREET)
 DK5230'FOR 1.8 MI (2.9 KM) TO KURTH VALEY ROAD ON THE RIGHT, TURN RIGHT AND
 DK5230'GO SOUTHEAST ON KURTH VALLEY ROAD FOR 2.1 MI (3.4 KM) TO THE JUNCTION
 DK5230'OF IRVINS COULEE ROAD ON THE LEFT, JACKSON ROAD ON THE RIGHT, AND
 DK5230'SQUARE BLUFF ROAD STRAIGHT AHEAD, CONTINUE SOUTHEAST ON SQUARE BLUFF
 DK5230'ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DK5230'BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP
 DK5230'OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5230'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE ROAD PAVEMENT.  THE STATION
 DK5230'IS 8.0 M (26.2 FT) EAST OF THE CENTERLINE OF SQUARE BLUFF ROAD, 24 M
 DK5230'(78.7 FT) EAST-NORTHEAST OF AN ORANGE AND WHITE FIBER OPTIC CABLE
 DK5230'WITNESS POST, 23.5 M (77.1 FT) EAST-NORTHEAST OF A POWER POLE, 4.0 M
 DK5230'(13.1 FT) WEST OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) EAST,
 DK5230'NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5230'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5230'THAN 15 DEGREES ABOVE THE HORIZON.
 DK5230
 DK5230                          STATION RECOVERY (2011)
 DK5230
 DK5230'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8315 ***********************************************************************
 DP8315  DESIGNATION -  293418
 DP8315  PID         -  DP8315
 DP8315  STATE/COUNTY-  WI/MARINETTE
 DP8315  COUNTRY     -  US
 DP8315  USGS QUAD   -  ROARING RAPIDS (2018)
 DP8315
 DP8315                         *CURRENT SURVEY CONTROL
 DP8315  ______________________________________________________________________
 DP8315* NAD 83(1986) POSITION- 45 23 44.2    (N) 088 16 19.8    (W)   HD_HELD2
 DP8315* NAVD 88 ORTHO HEIGHT -   315.804 (meters)     1036.10  (feet) ADJUSTED
 DP8315  ______________________________________________________________________
 DP8315  GEOID HEIGHT    -        -35.320 (meters)                     GEOID18
 DP8315  DYNAMIC HEIGHT  -        315.782 (meters)     1036.03  (feet) COMP
 DP8315  MODELED GRAVITY -    980,537.7   (mgal)                       NAVD 88
 DP8315
 DP8315  VERT ORDER      -  SECOND    CLASS I
 DP8315
 DP8315.The horizontal coordinates were established by autonomous hand held GPS
 DP8315.observations and have an estimated accuracy of +/- 10 meters.
 DP8315
 DP8315.The orthometric height was determined by differential leveling and
 DP8315.adjusted by the NATIONAL GEODETIC SURVEY
 DP8315.in February 2017.
 DP8315
 DP8315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8315.GEOID18 height accuracy estimate available here.
 DP8315
 DP8315.Click photographs - Photos may exist for this station.
 DP8315
 DP8315.The dynamic height is computed by dividing the NAVD 88
 DP8315.geopotential number by the normal gravity value computed on the
 DP8315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8315.degrees latitude (g = 980.6199 gals.).
 DP8315
 DP8315.The modeled gravity was interpolated from observed gravity values.
 DP8315
 DP8315;                    North         East    Units  Estimated Accuracy
 DP8315;SPC WI C     -   175,043.      735,281.      MT  (+/- 10 meters HH2 GPS)
 DP8315
 DP8315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0042627686(NAD 83)
 DP8315
 DP8315                          SUPERSEDED SURVEY CONTROL
 DP8315
 DP8315.No superseded survey control is available for this station.
 DP8315
 DP8315_MARKER: DD = SURVEY DISK
 DP8315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8315_STAMPING: 293418 2000
 DP8315_MARK LOGO: WI-075
 DP8315_PROJECTION: FLUSH
 DP8315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8315+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2014
 DP8315
 DP8315  HISTORY     - Date     Condition        Report By
 DP8315  HISTORY     - 2000     MONUMENTED       WI-075
 DP8315  HISTORY     - 20141104 GOOD             WIDT
 DP8315
 DP8315                          STATION DESCRIPTION
 DP8315
 DP8315'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8315'HE STATION IS APPROXIMATELY 17.1 MI (27.5 KM) NORTHWEST OF CRIVITZ,
 DP8315'13.8 MI (22.2 KM) NORTHEAST OF LAKEWOOD AND 8.8 MI (14.2 KM)
 DP8315'WEST-SOUTHWEST OF ATHELSTANE.
 DP8315'
 DP8315'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DP8315'HIGHWAY I (PARKWAY ROAD), WHICH IS 0.2 MI (0.3 KM) EAST OF THE SILVER
 DP8315'CLIFF FIRE DEPARTMENT, GO EAST ON COUNTY HIGHWAY C FOR 0.1 MI (0.2 KM)
 DP8315'TO THE STATION ON THE RIGHT.
 DP8315'
 DP8315'THE STATION IS 10.3 M (33.8 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8315'HIGHWAY C, 31.5 M (103.3 FT) WEST OF THE CENTERLINE OF JUNGLE JIMS
 DP8315'DRIVE, 62.5 M (205.1 FT) EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 26.1
 DP8315'M (85.6 FT) SOUTHWEST OF A POWER POLE -3418 29E20- AND LOCATED BETWEEN
 DP8315'TWO WHITE PLASTIC WITNESS POSTS.
 DP8315'
 DP8315'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 45
 DP8315'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8315'GPS NETWORK GEODETIC CONTROL STATION DISK SET IN THE TOP OF A CONCRETE
 DP8315'POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8326 ***********************************************************************
 DP8326  DESIGNATION -  293717
 DP8326  PID         -  DP8326
 DP8326  STATE/COUNTY-  WI/MARINETTE
 DP8326  COUNTRY     -  US
 DP8326  USGS QUAD   -  ARMSTRONG CREEK (2018)
 DP8326
 DP8326                         *CURRENT SURVEY CONTROL
 DP8326  ______________________________________________________________________
 DP8326* NAD 83(1986) POSITION- 45 39 13.9    (N) 088 23 56.5    (W)   HD_HELD2
 DP8326* NAVD 88 ORTHO HEIGHT -   445.328 (meters)     1461.05  (feet) ADJUSTED
 DP8326  ______________________________________________________________________
 DP8326  GEOID HEIGHT    -        -34.393 (meters)                     GEOID18
 DP8326  DYNAMIC HEIGHT  -        445.289 (meters)     1460.92  (feet) COMP
 DP8326  MODELED GRAVITY -    980,516.3   (mgal)                       NAVD 88
 DP8326
 DP8326  VERT ORDER      -  SECOND    CLASS I
 DP8326
 DP8326.The horizontal coordinates were established by autonomous hand held GPS
 DP8326.observations and have an estimated accuracy of +/- 10 meters.
 DP8326
 DP8326.The orthometric height was determined by differential leveling and
 DP8326.adjusted by the NATIONAL GEODETIC SURVEY
 DP8326.in February 2017.
 DP8326
 DP8326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8326.GEOID18 height accuracy estimate available here.
 DP8326
 DP8326.Click photographs - Photos may exist for this station.
 DP8326
 DP8326.The dynamic height is computed by dividing the NAVD 88
 DP8326.geopotential number by the normal gravity value computed on the
 DP8326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8326.degrees latitude (g = 980.6199 gals.).
 DP8326
 DP8326.The modeled gravity was interpolated from observed gravity values.
 DP8326
 DP8326;                    North         East    Units  Estimated Accuracy
 DP8326;SPC WI C     -   203,536.      724,784.      MT  (+/- 10 meters HH2 GPS)
 DP8326
 DP8326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9099656542(NAD 83)
 DP8326
 DP8326                          SUPERSEDED SURVEY CONTROL
 DP8326
 DP8326.No superseded survey control is available for this station.
 DP8326
 DP8326_MARKER: DD = SURVEY DISK
 DP8326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8326_STAMPING: 293717 2000
 DP8326_MARK LOGO: WI-075
 DP8326_PROJECTION: FLUSH
 DP8326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8326+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 DP8326
 DP8326  HISTORY     - Date     Condition        Report By
 DP8326  HISTORY     - 2000     MONUMENTED       WI-075
 DP8326  HISTORY     - 20140917 GOOD             WIDT
 DP8326
 DP8326                          STATION DESCRIPTION
 DP8326
 DP8326'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8326'HE STATION IS APPROXIMATELY 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF A
 DP8326'FENCE, 2.7 MI (4.3 KM) NORTHWEST OF GOODMAN AND 2.3 MI (3.7 KM)
 DP8326'EAST-SOUTHEAST OF ARMSTRONG CREEK.
 DP8326'
 DP8326'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8326'HIGHWAY H ABOUT 2.4 MI (3.9 KM) EAST-SOUTHEAST OF THE COMMUNITY OF
 DP8326'ARMSTRONG CREEK, GO WEST ON US HIGHWAY 8 FOR 0.1 MI (0.2 KM) TO FRANKS
 DP8326'ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DP8326'
 DP8326'THE STATION IS 13.0 M (42.7 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8326'8, 6.3 M (20.7 FT) WEST OF THE EXTENDED CENTERLINE OF FRANKS ROAD,
 DP8326'31.6 M (103.7 FT) EAST-SOUTHEAST OF A POWER POLE -3717 29L3-, 22.5 M
 DP8326'(73.8 FT) WEST-SOUTHWEST OF A POWER POLE -3717 29L8- AND LOCATED IN
 DP8326'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8326'
 DP8326'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8326'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTH
 DP8326'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8326'MARINETTE COUNTY GPS NETWORK CONTROL STATION DISK SET IN THE TOP OF A
 DP8326'CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8350 ***********************************************************************
 DH8350  DESIGNATION -  2D01
 DH8350  PID         -  DH8350
 DH8350  STATE/COUNTY-  WI/CRAWFORD
 DH8350  COUNTRY     -  US
 DH8350  USGS QUAD   -  EASTMAN (2018)
 DH8350
 DH8350                         *CURRENT SURVEY CONTROL
 DH8350  ______________________________________________________________________
 DH8350* NAD 83(1986) POSITION- 43 10 09.2    (N) 091 06 16.4    (W)   HD_HELD2
 DH8350* NAVD 88 ORTHO HEIGHT -   218.140 (meters)      715.68  (feet) ADJUSTED
 DH8350  ______________________________________________________________________
 DH8350  GEOID HEIGHT    -        -31.815 (meters)                     GEOID18
 DH8350  DYNAMIC HEIGHT  -        218.088 (meters)      715.51  (feet) COMP
 DH8350  MODELED GRAVITY -    980,376.6   (mgal)                       NAVD 88
 DH8350
 DH8350  VERT ORDER      -  SECOND    CLASS I
 DH8350
 DH8350.The horizontal coordinates were established by autonomous hand held GPS
 DH8350.observations and have an estimated accuracy of +/- 10 meters.
 DH8350
 DH8350.The orthometric height was determined by differential leveling and
 DH8350.adjusted by the WI DEPT OF TRANSP
 DH8350.in May 2012.
 DH8350
 DH8350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8350.GEOID18 height accuracy estimate available here.
 DH8350
 DH8350.Click photographs - Photos may exist for this station.
 DH8350
 DH8350.The dynamic height is computed by dividing the NAVD 88
 DH8350.geopotential number by the normal gravity value computed on the
 DH8350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8350.degrees latitude (g = 980.6199 gals.).
 DH8350
 DH8350.The modeled gravity was interpolated from observed gravity values.
 DH8350
 DH8350;                    North         East    Units  Estimated Accuracy
 DH8350;SPC WI S     -   130,484.      510,189.      MT  (+/- 10 meters HH2 GPS)
 DH8350
 DH8350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5407181350(NAD 83)
 DH8350
 DH8350                          SUPERSEDED SURVEY CONTROL
 DH8350
 DH8350  NAVD 88 (04/20/07)  218.139  (m)          715.68   (f) SUPERSEDED  2 1
 DH8350
 DH8350.Superseded values are not recommended for survey control.
 DH8350
 DH8350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8350.See file dsdata.pdf to determine how the superseded data were derived.
 DH8350
 DH8350_MARKER: DD = SURVEY DISK
 DH8350_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8350_SP_SET: BOX CULVERT WINGWALL
 DH8350_STAMPING: 2D01 2004
 DH8350_MARK LOGO: WIDT
 DH8350_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8350+STABILITY: SURFACE MOTION
 DH8350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8350+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 DH8350
 DH8350  HISTORY     - Date     Condition        Report By
 DH8350  HISTORY     - 2004     MONUMENTED       WIDT
 DH8350  HISTORY     - 20071031 GOOD             WIDT
 DH8350
 DH8350                          STATION DESCRIPTION
 DH8350
 DH8350'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8350'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8350'STATE HIGHWAY 35 WITH COUNTY HIGHWAY D ABOUT 7 MI (11.27 KM) NORTH OF
 DH8350'THE CITY OF PRAIRIE DU CHIEN, GO EAST ON COUNTY HIGHWAY D FOR 1.0 MI
 DH8350'(1.61 KM) TO WALL RIDGE ROAD ON THE LEFT, CONTINUE EAST ON COUNTY
 DH8350'HIGHWAY D FOR 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT.  THE
 DH8350'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION OF GEODETIC
 DH8350'SURVEY CONTROL STATION DISK SET IN THE SOUTHWEST OF WINGWALL OF A BOX
 DH8350'CULVERT ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.9 M
 DH8350'(19.4 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY D, 53 M (173.9 FT)
 DH8350'WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --62140--, AND 2.8
 DH8350'M (9.2 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8350'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO BEING HEAVILY
 DH8350'OBSTRUCTED BY TREES.
 DH8350
 DH8350                          STATION RECOVERY (2007)
 DH8350
 DH8350'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8349 ***********************************************************************
 DH8349  DESIGNATION -  2D02
 DH8349  PID         -  DH8349
 DH8349  STATE/COUNTY-  WI/CRAWFORD
 DH8349  COUNTRY     -  US
 DH8349  USGS QUAD   -  EASTMAN (2018)
 DH8349
 DH8349                         *CURRENT SURVEY CONTROL
 DH8349  ______________________________________________________________________
 DH8349* NAD 83(1986) POSITION- 43 10 12.8    (N) 091 04 51.5    (W)   HD_HELD2
 DH8349* NAVD 88 ORTHO HEIGHT -   229.900 (meters)      754.26  (feet) ADJUSTED
 DH8349  ______________________________________________________________________
 DH8349  GEOID HEIGHT    -        -31.876 (meters)                     GEOID18
 DH8349  DYNAMIC HEIGHT  -        229.843 (meters)      754.08  (feet) COMP
 DH8349  MODELED GRAVITY -    980,369.6   (mgal)                       NAVD 88
 DH8349
 DH8349  VERT ORDER      -  SECOND    CLASS I
 DH8349
 DH8349.The horizontal coordinates were established by autonomous hand held GPS
 DH8349.observations and have an estimated accuracy of +/- 10 meters.
 DH8349
 DH8349.The orthometric height was determined by differential leveling and
 DH8349.adjusted by the WI DEPT OF TRANSP
 DH8349.in May 2012.
 DH8349
 DH8349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8349.GEOID18 height accuracy estimate available here.
 DH8349
 DH8349.Click photographs - Photos may exist for this station.
 DH8349
 DH8349.The dynamic height is computed by dividing the NAVD 88
 DH8349.geopotential number by the normal gravity value computed on the
 DH8349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8349.degrees latitude (g = 980.6199 gals.).
 DH8349
 DH8349.The modeled gravity was interpolated from observed gravity values.
 DH8349
 DH8349;                    North         East    Units  Estimated Accuracy
 DH8349;SPC WI S     -   130,570.      512,108.      MT  (+/- 10 meters HH2 GPS)
 DH8349
 DH8349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5598681505(NAD 83)
 DH8349
 DH8349                          SUPERSEDED SURVEY CONTROL
 DH8349
 DH8349  NAVD 88 (04/20/07)  229.899  (m)          754.26   (f) SUPERSEDED  2 1
 DH8349
 DH8349.Superseded values are not recommended for survey control.
 DH8349
 DH8349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8349.See file dsdata.pdf to determine how the superseded data were derived.
 DH8349
 DH8349_MARKER: DD = SURVEY DISK
 DH8349_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8349_SP_SET: BOX CULVERT WINGWALL
 DH8349_STAMPING: 2D02 2004
 DH8349_MARK LOGO: WIDT
 DH8349_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8349+STABILITY: SURFACE MOTION
 DH8349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8349+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 DH8349
 DH8349  HISTORY     - Date     Condition        Report By
 DH8349  HISTORY     - 2004     MONUMENTED       WIDT
 DH8349  HISTORY     - 20071031 GOOD             WIDT
 DH8349
 DH8349                          STATION DESCRIPTION
 DH8349
 DH8349'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8349'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8349'STATE HIGHWAY 27 WITH STATE HIGHWAY 179 AND COUNTY HIGHWAY D IN THE
 DH8349'VILLAGE OF EASTMAN, GO WEST ON COUNTY HIGHWAY D FOR 3.6 MI (5.79 KM)
 DH8349'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8349'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8349'IN THE SOUTHWEST OF WINGWALL OF A BOX CULVERT ABOUT LEVEL WITH THE
 DH8349'HIGHWAY PAVEMENT.  THE STATION IS 2.8 M (9.2 FT) SOUTH OF THE
 DH8349'CENTERLINE OF COUNTY HIGHWAY D, 12 M (39.4 FT) WEST OF THE EXTENDED
 DH8349'CENTERLINE OF PRIVATE ENTRANCE --60836--, AND 0.8 M (2.6 FT) EAST OF A
 DH8349'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE
 DH8349'FOR GPS OBSERVATIONS DUE TO BEING HEAVILY OBSTRUCTED BY TREES.
 DH8349
 DH8349                          STATION RECOVERY (2007)
 DH8349
 DH8349'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8348 ***********************************************************************
 DH8348  DESIGNATION -  2D03
 DH8348  PID         -  DH8348
 DH8348  STATE/COUNTY-  WI/CRAWFORD
 DH8348  COUNTRY     -  US
 DH8348  USGS QUAD   -  EASTMAN (2018)
 DH8348
 DH8348                         *CURRENT SURVEY CONTROL
 DH8348  ______________________________________________________________________
 DH8348* NAD 83(1986) POSITION- 43 10 23.9    (N) 091 03 22.4    (W)   HD_HELD2
 DH8348* NAVD 88 ORTHO HEIGHT -   260.928 (meters)      856.06  (feet) ADJUSTED
 DH8348  ______________________________________________________________________
 DH8348  GEOID HEIGHT    -        -31.950 (meters)                     GEOID18
 DH8348  DYNAMIC HEIGHT  -        260.862 (meters)      855.84  (feet) COMP
 DH8348  MODELED GRAVITY -    980,360.3   (mgal)                       NAVD 88
 DH8348
 DH8348  VERT ORDER      -  SECOND    CLASS I
 DH8348
 DH8348.The horizontal coordinates were established by autonomous hand held GPS
 DH8348.observations and have an estimated accuracy of +/- 10 meters.
 DH8348
 DH8348.The orthometric height was determined by differential leveling and
 DH8348.adjusted by the WI DEPT OF TRANSP
 DH8348.in May 2012.
 DH8348
 DH8348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8348.GEOID18 height accuracy estimate available here.
 DH8348
 DH8348.Click photographs - Photos may exist for this station.
 DH8348
 DH8348.The dynamic height is computed by dividing the NAVD 88
 DH8348.geopotential number by the normal gravity value computed on the
 DH8348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8348.degrees latitude (g = 980.6199 gals.).
 DH8348
 DH8348.The modeled gravity was interpolated from observed gravity values.
 DH8348
 DH8348;                    North         East    Units  Estimated Accuracy
 DH8348;SPC WI S     -   130,887.      514,124.      MT  (+/- 10 meters HH2 GPS)
 DH8348
 DH8348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5799081894(NAD 83)
 DH8348
 DH8348                          SUPERSEDED SURVEY CONTROL
 DH8348
 DH8348  NAVD 88 (04/20/07)  260.927  (m)          856.06   (f) SUPERSEDED  2 1
 DH8348
 DH8348.Superseded values are not recommended for survey control.
 DH8348
 DH8348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8348.See file dsdata.pdf to determine how the superseded data were derived.
 DH8348
 DH8348_MARKER: DD = SURVEY DISK
 DH8348_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8348_SP_SET: BOX CULVERT WINGWALL
 DH8348_STAMPING: 2D03 2004
 DH8348_MARK LOGO: WIDT
 DH8348_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8348+STABILITY: SURFACE MOTION
 DH8348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8348+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 DH8348
 DH8348  HISTORY     - Date     Condition        Report By
 DH8348  HISTORY     - 2004     MONUMENTED       WIDT
 DH8348  HISTORY     - 20071031 GOOD             WIDT
 DH8348
 DH8348                          STATION DESCRIPTION
 DH8348
 DH8348'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8348'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8348'STATE HIGHWAY 27 WITH STATE HIGHWAY 179 AND COUNTY HIGHWAY D IN THE
 DH8348'VILLAGE OF EASTMAN, GO WEST ON COUNTY HIGHWAY D FOR 2.15 MI (3.46 KM)
 DH8348'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8348'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8348'IN THE NORTHWEST THE WINGWALL OF A BOX CULVERT ABOUT LEVEL WITH THE
 DH8348'HIGHWAY PAVEMENT.  THE STATION IS 6.7 M (22.0 FT) NORTHEAST OF THE
 DH8348'CENTERLINE OF COUNTY HIGHWAY D, 17 M (55.8 FT) SOUTHEAST OF THE
 DH8348'CENTERLINE OF PRIVATE ENTRANCE --59640--, AND 0.5 M (1.6 FT) SOUTHEAST
 DH8348'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT
 DH8348'SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE NORTHEAST EXTENDING
 DH8348'TO 80 DEGREES ABOVE THE HORIZON.
 DH8348
 DH8348                          STATION RECOVERY (2007)
 DH8348
 DH8348'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8348'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.1 M NORTHEAST OF
 DH8348'A METAL GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8347 ***********************************************************************
 DH8347  DESIGNATION -  2D04
 DH8347  PID         -  DH8347
 DH8347  STATE/COUNTY-  WI/CRAWFORD
 DH8347  COUNTRY     -  US
 DH8347  USGS QUAD   -  EASTMAN (2018)
 DH8347
 DH8347                         *CURRENT SURVEY CONTROL
 DH8347  ______________________________________________________________________
 DH8347* NAD 83(1986) POSITION- 43 10 30.6    (N) 091 01 52.4    (W)   HD_HELD2
 DH8347* NAVD 88 ORTHO HEIGHT -   308.706 (meters)     1012.81  (feet) ADJUSTED
 DH8347  ______________________________________________________________________
 DH8347  GEOID HEIGHT    -        -32.027 (meters)                     GEOID18
 DH8347  DYNAMIC HEIGHT  -        308.625 (meters)     1012.55  (feet) COMP
 DH8347  MODELED GRAVITY -    980,349.1   (mgal)                       NAVD 88
 DH8347
 DH8347  VERT ORDER      -  SECOND    CLASS I
 DH8347
 DH8347.The horizontal coordinates were established by autonomous hand held GPS
 DH8347.observations and have an estimated accuracy of +/- 10 meters.
 DH8347
 DH8347.The orthometric height was determined by differential leveling and
 DH8347.adjusted by the WI DEPT OF TRANSP
 DH8347.in May 2012.
 DH8347
 DH8347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8347.GEOID18 height accuracy estimate available here.
 DH8347
 DH8347.Click photographs - Photos may exist for this station.
 DH8347
 DH8347.The dynamic height is computed by dividing the NAVD 88
 DH8347.geopotential number by the normal gravity value computed on the
 DH8347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8347.degrees latitude (g = 980.6199 gals.).
 DH8347
 DH8347.The modeled gravity was interpolated from observed gravity values.
 DH8347
 DH8347;                    North         East    Units  Estimated Accuracy
 DH8347;SPC WI S     -   131,068.      516,160.      MT  (+/- 10 meters HH2 GPS)
 DH8347
 DH8347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6001782148(NAD 83)
 DH8347
 DH8347                          SUPERSEDED SURVEY CONTROL
 DH8347
 DH8347  NAVD 88 (04/20/07)  308.704  (m)         1012.81   (f) SUPERSEDED  2 1
 DH8347
 DH8347.Superseded values are not recommended for survey control.
 DH8347
 DH8347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8347.See file dsdata.pdf to determine how the superseded data were derived.
 DH8347
 DH8347_MARKER: DD = SURVEY DISK
 DH8347_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8347_SP_SET: BOX CULVERT WINGWALL
 DH8347_STAMPING: 2D04 2004
 DH8347_MARK LOGO: WIDT
 DH8347_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8347+STABILITY: SURFACE MOTION
 DH8347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8347+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 DH8347
 DH8347  HISTORY     - Date     Condition        Report By
 DH8347  HISTORY     - 2004     MONUMENTED       WIDT
 DH8347  HISTORY     - 20071031 GOOD             WIDT
 DH8347
 DH8347                          STATION DESCRIPTION
 DH8347
 DH8347'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8347'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8347'STATE HIGHWAY 27 WITH STATE HIGHWAY 179 AND COUNTY HIGHWAY D IN THE
 DH8347'VILLAGE OF EASTMAN, GO WEST ON COUNTY HIGHWAY D FOR 0.75 MI (1.21 KM)
 DH8347'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8347'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8347'IN THE SOUTHEAST WINGWALL OF A BOX CULVERT ABOUT LEVEL WITH THE
 DH8347'HIGHWAY PAVEMENT.  THE STATION IS 4.8 M (15.7 FT) SOUTHWEST OF THE
 DH8347'CENTERLINE OF COUNTY HIGHWAY D, 18.2 SOUTHEAST OF TELEPHONE PEDESTAL
 DH8347'--1169--, AND 0.4 M (1.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DH8347'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO ALL
 DH8347'QUADRANTS BEING BLOCKED ABOVE 40 DEGREES ABOVE THE HORIZON.
 DH8347
 DH8347                          STATION RECOVERY (2007)
 DH8347
 DH8347'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8347'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.4 M SOUTHEAST OF
 DH8347'THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --58420--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8346 ***********************************************************************
 DH8346  DESIGNATION -  2D05
 DH8346  PID         -  DH8346
 DH8346  STATE/COUNTY-  WI/CRAWFORD
 DH8346  COUNTRY     -  US
 DH8346  USGS QUAD   -  CROWLEY RIDGE (2018)
 DH8346
 DH8346                         *CURRENT SURVEY CONTROL
 DH8346  ______________________________________________________________________
 DH8346* NAD 83(1986) POSITION- 43 10 44.1    (N) 090 58 19.1    (W)   HD_HELD2
 DH8346* NAVD 88 ORTHO HEIGHT -   248.061 (meters)      813.85  (feet) ADJUSTED
 DH8346  ______________________________________________________________________
 DH8346  GEOID HEIGHT    -        -32.235 (meters)                     GEOID18
 DH8346  DYNAMIC HEIGHT  -        247.994 (meters)      813.63  (feet) COMP
 DH8346  MODELED GRAVITY -    980,343.5   (mgal)                       NAVD 88
 DH8346
 DH8346  VERT ORDER      -  SECOND    CLASS I
 DH8346
 DH8346.The horizontal coordinates were established by autonomous hand held GPS
 DH8346.observations and have an estimated accuracy of +/- 10 meters.
 DH8346
 DH8346.The orthometric height was determined by differential leveling and
 DH8346.adjusted by the WI DEPT OF TRANSP
 DH8346.in May 2012.
 DH8346
 DH8346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8346.GEOID18 height accuracy estimate available here.
 DH8346
 DH8346.Click photographs - Photos may exist for this station.
 DH8346
 DH8346.The dynamic height is computed by dividing the NAVD 88
 DH8346.geopotential number by the normal gravity value computed on the
 DH8346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8346.degrees latitude (g = 980.6199 gals.).
 DH8346
 DH8346.The modeled gravity was interpolated from observed gravity values.
 DH8346
 DH8346;                    North         East    Units  Estimated Accuracy
 DH8346;SPC WI S     -   131,427.      520,981.      MT  (+/- 10 meters HH2 GPS)
 DH8346
 DH8346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6482382679(NAD 83)
 DH8346
 DH8346                          SUPERSEDED SURVEY CONTROL
 DH8346
 DH8346  NAVD 88 (04/20/07)  248.059  (m)          813.84   (f) SUPERSEDED  2 1
 DH8346
 DH8346.Superseded values are not recommended for survey control.
 DH8346
 DH8346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8346.See file dsdata.pdf to determine how the superseded data were derived.
 DH8346
 DH8346_MARKER: DD = SURVEY DISK
 DH8346_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8346_SP_SET: BRIDGE PARAPET
 DH8346_STAMPING: 2D05 2004
 DH8346_MARK LOGO: WIDT
 DH8346_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8346+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 DH8346
 DH8346  HISTORY     - Date     Condition        Report By
 DH8346  HISTORY     - 2004     MONUMENTED       WIDT
 DH8346  HISTORY     - 20071031 GOOD             WIDT
 DH8346
 DH8346                          STATION DESCRIPTION
 DH8346
 DH8346'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8346'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8346'STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH STATE HIGHWAY 179
 DH8346'AND COUNTY HIGHWAY D IN THE VILLAGE OF EASTMAN, GO EAST ON STATE
 DH8346'HIGHWAY 179 FOR 2.4 MI (3.86 KM) TO THE STATION ON THE LEFT.  THE
 DH8346'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION OF GEODETIC
 DH8346'SURVEY CONTROL STATION DISK SET IN THE EAST END OF THE NORTH PARAPET
 DH8346'OF BRIDGE --B-12-24-67-- ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 DH8346'PAVEMENT.  THE STATION IS 5.7 M (18.7 FT) NORTH OF THE CENTERLINE OF
 DH8346'STATE HIGHWAY 179, 21.0 M (68.9 FT) WEST OF A WOOD POST FOR A --LEFT
 DH8346'CURVE 35 MPH-- SIGN, AND 1.9 M (6.2 FT) NORTH OF A WHITE PLASTIC
 DH8346'WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8346'OBSERVATIONS DUE TO BEING HEAVILY OBSTRUCTED BY TREES.
 DH8346
 DH8346                          STATION RECOVERY (2007)
 DH8346
 DH8346'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8346'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.20 MILE WEST OF
 DH8346'HOOK HILL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8345 ***********************************************************************
 DH8345  DESIGNATION -  2D06
 DH8345  PID         -  DH8345
 DH8345  STATE/COUNTY-  WI/CRAWFORD
 DH8345  COUNTRY     -  US
 DH8345  USGS QUAD   -  CROWLEY RIDGE (2018)
 DH8345
 DH8345                         *CURRENT SURVEY CONTROL
 DH8345  ______________________________________________________________________
 DH8345* NAD 83(1986) POSITION- 43 10 44.5    (N) 090 56 34.6    (W)   HD_HELD2
 DH8345* NAVD 88 ORTHO HEIGHT -   225.739 (meters)      740.61  (feet) ADJUSTED
 DH8345  ______________________________________________________________________
 DH8345  GEOID HEIGHT    -        -32.334 (meters)                     GEOID18
 DH8345  DYNAMIC HEIGHT  -        225.679 (meters)      740.42  (feet) COMP
 DH8345  MODELED GRAVITY -    980,347.5   (mgal)                       NAVD 88
 DH8345
 DH8345  VERT ORDER      -  SECOND    CLASS I
 DH8345
 DH8345.The horizontal coordinates were established by autonomous hand held GPS
 DH8345.observations and have an estimated accuracy of +/- 10 meters.
 DH8345
 DH8345.The orthometric height was determined by differential leveling and
 DH8345.adjusted by the WI DEPT OF TRANSP
 DH8345.in May 2012.
 DH8345
 DH8345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8345.GEOID18 height accuracy estimate available here.
 DH8345
 DH8345.Click photographs - Photos may exist for this station.
 DH8345
 DH8345.The dynamic height is computed by dividing the NAVD 88
 DH8345.geopotential number by the normal gravity value computed on the
 DH8345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8345.degrees latitude (g = 980.6199 gals.).
 DH8345
 DH8345.The modeled gravity was interpolated from observed gravity values.
 DH8345
 DH8345;                    North         East    Units  Estimated Accuracy
 DH8345;SPC WI S     -   131,412.      523,341.      MT  (+/- 10 meters HH2 GPS)
 DH8345
 DH8345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6718182749(NAD 83)
 DH8345
 DH8345                          SUPERSEDED SURVEY CONTROL
 DH8345
 DH8345  NAVD 88 (04/20/07)  225.736  (m)          740.60   (f) SUPERSEDED  2 1
 DH8345
 DH8345.Superseded values are not recommended for survey control.
 DH8345
 DH8345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8345.See file dsdata.pdf to determine how the superseded data were derived.
 DH8345
 DH8345_MARKER: DD = SURVEY DISK
 DH8345_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8345_SP_SET: OVERPASS ABUTMENT
 DH8345_STAMPING: 2D06 2004
 DH8345_MARK LOGO: WIDT
 DH8345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8345+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 DH8345
 DH8345  HISTORY     - Date     Condition        Report By
 DH8345  HISTORY     - 2004     MONUMENTED       WIDT
 DH8345  HISTORY     - 20071031 GOOD             WIDT
 DH8345
 DH8345                          STATION DESCRIPTION
 DH8345
 DH8345'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8345'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8345'STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH STATE HIGHWAY 179
 DH8345'AND COUNTY HIGHWAY D IN THE VILLAGE OF EASTMAN, GO EAST ON STATE
 DH8345'HIGHWAY 179 FOR 2.6 MI (4.18 KM) TO HOOK HILL ROAD ON THE LEFT,
 DH8345'CONTINUE EAST ON STATE HIGHWAY 179 FOR 1.3 MI (2.09 KM) TO THE STATION
 DH8345'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8345'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH
 DH8345'END OF THE WEST ABUTMENT OF A CATTLEPASS ABOUT LEVEL WITH THE HIGHWAY
 DH8345'PAVEMENT.  THE STATION IS 6.1 M (20.0 FT) NORTH OF THE CENTERLINE OF
 DH8345'STATE HIGHWAY 179, 24 M (78.7 FT) WEST OF THE EXTENDED CENTERLINE OF
 DH8345'PRIVATE ENTRANCE --54015 AND 54019--, 12.0 M (39.4 FT) EAST OF A WOOD
 DH8345'POST FOR A --CURVY ROAD 40 MPH-- SIGN, AND 1.2 M (3.9 FT) EAST OF A
 DH8345'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE
 DH8345'FOR GPS OBSERVATIONS DUE TO A TREE TO THE NORTH EXTENDING TO 60
 DH8345'DEGREES ABOVE THE HORIZON.
 DH8345
 DH8345                          STATION RECOVERY (2007)
 DH8345
 DH8345'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8345'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.38 MILE WEST OF
 DH8345'SWATEK RIDGE ROAD AND 1.3 M NORTH OF A METAL GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8344 ***********************************************************************
 DH8344  DESIGNATION -  2D07
 DH8344  PID         -  DH8344
 DH8344  STATE/COUNTY-  WI/CRAWFORD
 DH8344  COUNTRY     -  US
 DH8344  USGS QUAD   -  CROWLEY RIDGE (2018)
 DH8344
 DH8344                         *CURRENT SURVEY CONTROL
 DH8344  ______________________________________________________________________
 DH8344* NAD 83(1986) POSITION- 43 11 10.2    (N) 090 53 01.9    (W)   HD_HELD2
 DH8344* NAVD 88 ORTHO HEIGHT -   205.844 (meters)      675.34  (feet) ADJUSTED
 DH8344  ______________________________________________________________________
 DH8344  GEOID HEIGHT    -        -32.530 (meters)                     GEOID18
 DH8344  DYNAMIC HEIGHT  -        205.792 (meters)      675.17  (feet) COMP
 DH8344  MODELED GRAVITY -    980,363.1   (mgal)                       NAVD 88
 DH8344
 DH8344  VERT ORDER      -  SECOND    CLASS I
 DH8344
 DH8344.The horizontal coordinates were established by autonomous hand held GPS
 DH8344.observations and have an estimated accuracy of +/- 10 meters.
 DH8344
 DH8344.The orthometric height was determined by differential leveling and
 DH8344.adjusted by the WI DEPT OF TRANSP
 DH8344.in May 2012.
 DH8344
 DH8344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8344.GEOID18 height accuracy estimate available here.
 DH8344
 DH8344.Click photographs - Photos may exist for this station.
 DH8344
 DH8344.The dynamic height is computed by dividing the NAVD 88
 DH8344.geopotential number by the normal gravity value computed on the
 DH8344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8344.degrees latitude (g = 980.6199 gals.).
 DH8344
 DH8344.The modeled gravity was interpolated from observed gravity values.
 DH8344
 DH8344;                    North         East    Units  Estimated Accuracy
 DH8344;SPC WI S     -   132,152.      528,153.      MT  (+/- 10 meters HH2 GPS)
 DH8344
 DH8344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7196383662(NAD 83)
 DH8344
 DH8344                          SUPERSEDED SURVEY CONTROL
 DH8344
 DH8344  NAVD 88 (04/20/07)  205.840  (m)          675.33   (f) SUPERSEDED  2 1
 DH8344
 DH8344.Superseded values are not recommended for survey control.
 DH8344
 DH8344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8344.See file dsdata.pdf to determine how the superseded data were derived.
 DH8344
 DH8344_MARKER: DD = SURVEY DISK
 DH8344_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8344_SP_SET: BRIDGE WINGWALL
 DH8344_STAMPING: 2D07 2004
 DH8344_MARK LOGO: WIDT
 DH8344_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8344+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 DH8344
 DH8344  HISTORY     - Date     Condition        Report By
 DH8344  HISTORY     - 2004     MONUMENTED       WIDT
 DH8344  HISTORY     - 20071031 GOOD             WIDT
 DH8344
 DH8344                          STATION DESCRIPTION
 DH8344
 DH8344'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8344'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8344'STATION FROM THE JUNCTION OF STATE HIGHWAY 179 WITH COUNTY HIGHWAY
 DH8344'EAST ABOUT 2 MI (3.22 KM) WEST OF THE VILLAGE OF STEUBEN, GO EAST ON
 DH8344'STATE HIGHWAY 179 FOR 0.1 MI (0.16 KM) TO THE STATION ON THE LEFT.
 DH8344'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8344'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTHEAST WINGWALL OF
 DH8344'A BRIDGE ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 3.3 M
 DH8344'(10.8 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 179 AND 2.3 M (7.5
 DH8344'FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH8344'IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO ALL QUADRANTS BEING
 DH8344'BLOCKED ABOVE 40 DEGREES ABOVE THE HORIZON.
 DH8344
 DH8344                          STATION RECOVERY (2007)
 DH8344
 DH8344'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8344'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.6 M WEST OF A
 DH8344'WHITE PLASTIC WITNESS POST.  ---NOTE--- COUNTY HIGHWAY EAST IN THE
 DH8344'2004 DESCRIPTION IS COUNTY HIGHWAY E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8343 ***********************************************************************
 DH8343  DESIGNATION -  2D08
 DH8343  PID         -  DH8343
 DH8343  STATE/COUNTY-  WI/CRAWFORD
 DH8343  COUNTRY     -  US
 DH8343  USGS QUAD   -  STEUBEN (2018)
 DH8343
 DH8343                         *CURRENT SURVEY CONTROL
 DH8343  ______________________________________________________________________
 DH8343* NAD 83(1986) POSITION- 43 10 57.4    (N) 090 51 33.7    (W)   HD_HELD2
 DH8343* NAVD 88 ORTHO HEIGHT -   204.715 (meters)      671.64  (feet) ADJUSTED
 DH8343  ______________________________________________________________________
 DH8343  GEOID HEIGHT    -        -32.593 (meters)                     GEOID18
 DH8343  DYNAMIC HEIGHT  -        204.664 (meters)      671.47  (feet) COMP
 DH8343  MODELED GRAVITY -    980,368.8   (mgal)                       NAVD 88
 DH8343
 DH8343  VERT ORDER      -  SECOND    CLASS I
 DH8343
 DH8343.The horizontal coordinates were established by autonomous hand held GPS
 DH8343.observations and have an estimated accuracy of +/- 10 meters.
 DH8343
 DH8343.The orthometric height was determined by differential leveling and
 DH8343.adjusted by the WI DEPT OF TRANSP
 DH8343.in May 2012.
 DH8343
 DH8343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8343.GEOID18 height accuracy estimate available here.
 DH8343
 DH8343.Click photographs - Photos may exist for this station.
 DH8343
 DH8343.The dynamic height is computed by dividing the NAVD 88
 DH8343.geopotential number by the normal gravity value computed on the
 DH8343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8343.degrees latitude (g = 980.6199 gals.).
 DH8343
 DH8343.The modeled gravity was interpolated from observed gravity values.
 DH8343
 DH8343;                    North         East    Units  Estimated Accuracy
 DH8343;SPC WI S     -   131,737.      530,140.      MT  (+/- 10 meters HH2 GPS)
 DH8343
 DH8343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7396483318(NAD 83)
 DH8343
 DH8343                          SUPERSEDED SURVEY CONTROL
 DH8343
 DH8343  NAVD 88 (04/20/07)  204.711  (m)          671.62   (f) SUPERSEDED  2 1
 DH8343
 DH8343.Superseded values are not recommended for survey control.
 DH8343
 DH8343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8343.See file dsdata.pdf to determine how the superseded data were derived.
 DH8343
 DH8343_MARKER: DD = SURVEY DISK
 DH8343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8343_SP_SET: BRIDGE WINGWALL
 DH8343_STAMPING: 2D08 2004
 DH8343_MARK LOGO: WIDT
 DH8343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8343+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 DH8343
 DH8343  HISTORY     - Date     Condition        Report By
 DH8343  HISTORY     - 2004     MONUMENTED       WIDT
 DH8343  HISTORY     - 20071031 GOOD             WIDT
 DH8343
 DH8343                          STATION DESCRIPTION
 DH8343
 DH8343'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8343'OWNERSHIP--TOWN OF MARIETTA.  TO REACH THE STATION FROM THE JUNCTION
 DH8343'OF STATE HIGHWAY 131 (MIDWAY STREET) WITH STATE HIGHWAY 179 (FARRIS
 DH8343'STREET) IN THE VILLAGE OF STEUBEN, GO WEST ON STATE HIGHWAY 179
 DH8343'(FARRIS STREET) FOR 0.05 MI (0.08 KM) TO BRIDGE STREET, TURN RIGHT AND
 DH8343'GO NORTH ON BRIDGE STREET FOR 0.1 MI (0.16 KM) TO THE STATION ON THE
 DH8343'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8343'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTHWEST WINGWALL OF
 DH8343'A BRIDGE ABOUT LEVEL WITH THE STREET PAVEMENT.  THE STATION IS 6.4 M
 DH8343'(21.0 FT) WEST OF THE CENTERLINE OF BRIDGE STREET, 16.3 M (53.5 FT)
 DH8343'NORTHEAST OF POWER POLE --8-4W-9.3 26/39--, AND 0.8 M (2.6 FT)
 DH8343'NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DH8343'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH8343'HORIZON.
 DH8343
 DH8343                          STATION RECOVERY (2007)
 DH8343
 DH8343'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8342 ***********************************************************************
 DH8342  DESIGNATION -  2D09
 DH8342  PID         -  DH8342
 DH8342  STATE/COUNTY-  WI/CRAWFORD
 DH8342  COUNTRY     -  US
 DH8342  USGS QUAD   -  STEUBEN (2018)
 DH8342
 DH8342                         *CURRENT SURVEY CONTROL
 DH8342  ______________________________________________________________________
 DH8342* NAD 83(1986) POSITION- 43 10 33.2    (N) 090 48 53.8    (W)   HD_HELD2
 DH8342* NAVD 88 ORTHO HEIGHT -   233.938 (meters)      767.51  (feet) ADJUSTED
 DH8342  ______________________________________________________________________
 DH8342  GEOID HEIGHT    -        -32.701 (meters)                     GEOID18
 DH8342  DYNAMIC HEIGHT  -        233.877 (meters)      767.31  (feet) COMP
 DH8342  MODELED GRAVITY -    980,354.4   (mgal)                       NAVD 88
 DH8342
 DH8342  VERT ORDER      -  SECOND    CLASS I
 DH8342
 DH8342.The horizontal coordinates were established by autonomous hand held GPS
 DH8342.observations and have an estimated accuracy of +/- 10 meters.
 DH8342
 DH8342.The orthometric height was determined by differential leveling and
 DH8342.adjusted by the WI DEPT OF TRANSP
 DH8342.in May 2012.
 DH8342
 DH8342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8342.GEOID18 height accuracy estimate available here.
 DH8342
 DH8342.Click photographs - Photos may exist for this station.
 DH8342
 DH8342.The dynamic height is computed by dividing the NAVD 88
 DH8342.geopotential number by the normal gravity value computed on the
 DH8342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8342.degrees latitude (g = 980.6199 gals.).
 DH8342
 DH8342.The modeled gravity was interpolated from observed gravity values.
 DH8342
 DH8342;                    North         East    Units  Estimated Accuracy
 DH8342;SPC WI S     -   130,954.      533,744.      MT  (+/- 10 meters HH2 GPS)
 DH8342
 DH8342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7759482664(NAD 83)
 DH8342
 DH8342                          SUPERSEDED SURVEY CONTROL
 DH8342
 DH8342  NAVD 88 (04/20/07)  233.934  (m)          767.50   (f) SUPERSEDED  2 1
 DH8342
 DH8342.Superseded values are not recommended for survey control.
 DH8342
 DH8342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8342.See file dsdata.pdf to determine how the superseded data were derived.
 DH8342
 DH8342_MARKER: DD = SURVEY DISK
 DH8342_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8342_SP_SET: BOX CULVERT WINGWALL
 DH8342_STAMPING: 2D09 2004
 DH8342_MARK LOGO: WIDT
 DH8342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8342+STABILITY: SURFACE MOTION
 DH8342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8342+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 DH8342
 DH8342  HISTORY     - Date     Condition        Report By
 DH8342  HISTORY     - 2004     MONUMENTED       WIDT
 DH8342  HISTORY     - 20071031 GOOD             WIDT
 DH8342
 DH8342                          STATION DESCRIPTION
 DH8342
 DH8342'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8342'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE JUNCTION OF STATE HIGHWAY
 DH8342'131 WITH COUNTY HIGHWAY EAST ABOUT 1 MI (1.61 KM) EAST OF THE VILLAGE
 DH8342'OF STEUBEN, GO EAST ON COUNTY HIGHWAY EAST FOR 0.6 MI (0.97 KM) TO
 DH8342'SPRINGSIDE LANE ON THE LEFT, CONTINUE SOUTHEAST ON COUNTY HIGHWAY EAST
 DH8342'FOR 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8342'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8342'STATION DISK SET IN THE SOUTHWEST WINGWALL OF A BOX CULVERT ABOUT 1 M
 DH8342'(3.3 FT) BELOW HIGHWAY PAVEMENT.  THE STATION IS 4.9 M (16.1 FT) SOUTH
 DH8342'OF THE CENTERLINE OF COUNTY HIGHWAY E, 15 M (49.2 FT) EAST OF THE
 DH8342'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --47530-- AND 0.8 M (2.6 FT)
 DH8342'EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT
 DH8342'SUITABLE FOR GPS OBSERVATIONS DUE TO BEING HEAVILY OBSTRUCTED BY
 DH8342'TREES.
 DH8342
 DH8342                          STATION RECOVERY (2007)
 DH8342
 DH8342'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8342'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.23 MILE WEST OF
 DH8342'HILLTOP ROAD.  ---NOTE--- COUNTY HIGHWAY EAST IN THE 2004 DESCRIPTION
 DH8342'IS COUNTY HIGHWAY E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8341 ***********************************************************************
 DH8341  DESIGNATION -  2D10
 DH8341  PID         -  DH8341
 DH8341  STATE/COUNTY-  WI/CRAWFORD
 DH8341  COUNTRY     -  US
 DH8341  USGS QUAD   -  STEUBEN (2018)
 DH8341
 DH8341                         *CURRENT SURVEY CONTROL
 DH8341  ______________________________________________________________________
 DH8341* NAD 83(1986) POSITION- 43 10 28.6    (N) 090 46 38.6    (W)   HD_HELD2
 DH8341* NAVD 88 ORTHO HEIGHT -   336.216 (meters)     1103.07  (feet) ADJUSTED
 DH8341  ______________________________________________________________________
 DH8341  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 DH8341  DYNAMIC HEIGHT  -        336.127 (meters)     1102.78  (feet) COMP
 DH8341  MODELED GRAVITY -    980,345.5   (mgal)                       NAVD 88
 DH8341
 DH8341  VERT ORDER      -  SECOND    CLASS I
 DH8341
 DH8341.The horizontal coordinates were established by autonomous hand held GPS
 DH8341.observations and have an estimated accuracy of +/- 10 meters.
 DH8341
 DH8341.The orthometric height was determined by differential leveling and
 DH8341.adjusted by the WI DEPT OF TRANSP
 DH8341.in May 2012.
 DH8341
 DH8341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8341.GEOID18 height accuracy estimate available here.
 DH8341
 DH8341.Click photographs - Photos may exist for this station.
 DH8341
 DH8341.The dynamic height is computed by dividing the NAVD 88
 DH8341.geopotential number by the normal gravity value computed on the
 DH8341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8341.degrees latitude (g = 980.6199 gals.).
 DH8341
 DH8341.The modeled gravity was interpolated from observed gravity values.
 DH8341
 DH8341;                    North         East    Units  Estimated Accuracy
 DH8341;SPC WI S     -   130,782.      536,795.      MT  (+/- 10 meters HH2 GPS)
 DH8341
 DH8341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8065082603(NAD 83)
 DH8341
 DH8341                          SUPERSEDED SURVEY CONTROL
 DH8341
 DH8341  NAVD 88 (04/20/07)  336.212  (m)         1103.06   (f) SUPERSEDED  2 1
 DH8341
 DH8341.Superseded values are not recommended for survey control.
 DH8341
 DH8341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8341.See file dsdata.pdf to determine how the superseded data were derived.
 DH8341
 DH8341_MARKER: DD = SURVEY DISK
 DH8341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8341_STAMPING: 2D10 2004
 DH8341_MARK LOGO: WIDT
 DH8341_PROJECTION: FLUSH
 DH8341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8341+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 DH8341
 DH8341  HISTORY     - Date     Condition        Report By
 DH8341  HISTORY     - 2004     MONUMENTED       WIDT
 DH8341  HISTORY     - 20071031 GOOD             WIDT
 DH8341
 DH8341                          STATION DESCRIPTION
 DH8341
 DH8341'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8341'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8341'STATE HIGHWAY 60 WITH COUNTY HIGHWAY EAST ABOUT 1 MI (1.61 KM)
 DH8341'NORTHWEST OF THE CITY OF BOSCOBEL, GO NORTHWEST ON COUNTY HIGHWAY EAST
 DH8341'FOR 3.1 MI (4.99 KM) TO MEADOW BROOK ROAD ON THE RIGHT, CONTINUE
 DH8341'NORTHWEST ON COUNTY HIGHWAY EAST FOR 0.4 MI (0.64 KM) TO THE STATION
 DH8341'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8341'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8341'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8341'THE STATION IS 12.5 M (41.0 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DH8341'HIGHWAY E, 35.3 M (115.8 FT) SOUTHWEST OF A POWERPOLE, 28.5 M (93.5
 DH8341'FT) SOUTHEAST OF A WOOD POST FOR A --4-WAY INTERSECTION 40 M.P.H.--
 DH8341'SIGN, 0.9 M (3.0 FT) NORTH OF A BARBED WIRE FENCE, 1.0 M (3.3 FT)
 DH8341'SOUTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) NORTHWEST
 DH8341'OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO
 DH8341'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8341'HORIZON.
 DH8341
 DH8341                          STATION RECOVERY (2007)
 DH8341
 DH8341'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8341'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.18 MILE EAST OF
 DH8341'PLAINVIEW RIDGE ROAD, 10.9 M EAST OF TELEPHONE CANISTER --4C 18A 17
 DH8341'15-- ATTACHED TO A WOOD POST, AND 2.8 M EAST OF A WOOD FENCE POST WITH
 DH8341'A WOOD BRACE.  ---NOTE--- COUNTY HIGHWAY EAST IN THE 2004 DESCRIPTION
 DH8341'IS COUNTY HIGHWAY E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8351 ***********************************************************************
 DH8351  DESIGNATION -  2D46
 DH8351  PID         -  DH8351
 DH8351  STATE/COUNTY-  WI/CRAWFORD
 DH8351  COUNTRY     -  US
 DH8351  USGS QUAD   -  FERRYVILLE (2018)
 DH8351
 DH8351                         *CURRENT SURVEY CONTROL
 DH8351  ______________________________________________________________________
 DH8351* NAD 83(1986) POSITION- 43 21 21.5    (N) 091 04 41.2    (W)   HD_HELD2
 DH8351* NAVD 88 ORTHO HEIGHT -   203.673 (meters)      668.22  (feet) ADJUSTED
 DH8351  ______________________________________________________________________
 DH8351  GEOID HEIGHT    -        -32.054 (meters)                     GEOID18
 DH8351  DYNAMIC HEIGHT  -        203.623 (meters)      668.05  (feet) COMP
 DH8351  MODELED GRAVITY -    980,370.2   (mgal)                       NAVD 88
 DH8351
 DH8351  VERT ORDER      -  SECOND    CLASS I
 DH8351
 DH8351.The horizontal coordinates were established by autonomous hand held GPS
 DH8351.observations and have an estimated accuracy of +/- 10 meters.
 DH8351
 DH8351.The orthometric height was determined by differential leveling and
 DH8351.adjusted by the WI DEPT OF TRANSP
 DH8351.in May 2012.
 DH8351
 DH8351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8351.GEOID18 height accuracy estimate available here.
 DH8351
 DH8351.Click photographs - Photos may exist for this station.
 DH8351
 DH8351.The dynamic height is computed by dividing the NAVD 88
 DH8351.geopotential number by the normal gravity value computed on the
 DH8351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8351.degrees latitude (g = 980.6199 gals.).
 DH8351
 DH8351.The modeled gravity was interpolated from observed gravity values.
 DH8351
 DH8351;                    North         East    Units  Estimated Accuracy
 DH8351;SPC WI S     -   151,200.      512,607.      MT  (+/- 10 meters HH2 GPS)
 DH8351
 DH8351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5574402139(NAD 83)
 DH8351
 DH8351                          SUPERSEDED SURVEY CONTROL
 DH8351
 DH8351  NAVD 88 (04/20/07)  203.675  (m)          668.22   (f) SUPERSEDED  2 1
 DH8351
 DH8351.Superseded values are not recommended for survey control.
 DH8351
 DH8351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8351.See file dsdata.pdf to determine how the superseded data were derived.
 DH8351
 DH8351_MARKER: DD = SURVEY DISK
 DH8351_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8351_SP_SET: BOX CULVERT WINGWALL
 DH8351_STAMPING: 2D46 2004
 DH8351_MARK LOGO: WIDT
 DH8351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8351+STABILITY: SURFACE MOTION
 DH8351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8351+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 DH8351
 DH8351  HISTORY     - Date     Condition        Report By
 DH8351  HISTORY     - 2004     MONUMENTED       WIDT
 DH8351  HISTORY     - 20071106 GOOD             WIDT
 DH8351
 DH8351                          STATION DESCRIPTION
 DH8351
 DH8351'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8351'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8351'STATE HIGHWAY 35 WITH COUNTY HIGHWAY C ABOUT 1 MI (1.61 KM) SOUTHEAST
 DH8351'OF THE VILLAGE OF FERRYVILLE, GO NORTHEAST ON COUNTY HIGHWAY C FOR 1.2
 DH8351'MI (1.93 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8351'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8351'DISK SET IN THE SOUTHEAST WINGWALL OF A BOX CULVERT ABOUT LEVEL WITH
 DH8351'THE HIGHWAY PAVEMENT.  THE STATION IS 5.8 M (19.0 FT) SOUTH OF THE
 DH8351'CENTERLINE OF COUNTY HIGHWAY C, 21 M (68.9 FT) WEST OF EXTENDED
 DH8351'CENTERLINE OF WHITE ROAD, AND 1.2 M (3.9 FT) WEST OF A WHITE PLASTIC
 DH8351'WITNESS POST.   ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8351'OBSERVATIONS DUE TO TREES TO THE SOUTH, WEST AND NORTHWEST EXTENDING
 DH8351'TO 30 DEGREES ABOVE THE HORIZON AND TREES TO THE NORTH-NORTHEAST
 DH8351'EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
 DH8351
 DH8351                          STATION RECOVERY (2007)
 DH8351
 DH8351'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8352 ***********************************************************************
 DH8352  DESIGNATION -  2D47
 DH8352  PID         -  DH8352
 DH8352  STATE/COUNTY-  WI/CRAWFORD
 DH8352  COUNTRY     -  US
 DH8352  USGS QUAD   -  FERRYVILLE (2018)
 DH8352
 DH8352                         *CURRENT SURVEY CONTROL
 DH8352  ______________________________________________________________________
 DH8352* NAD 83(1986) POSITION- 43 22 04.7    (N) 091 03 29.5    (W)   HD_HELD2
 DH8352* NAVD 88 ORTHO HEIGHT -   206.055 (meters)      676.03  (feet) ADJUSTED
 DH8352  ______________________________________________________________________
 DH8352  GEOID HEIGHT    -        -32.116 (meters)                     GEOID18
 DH8352  DYNAMIC HEIGHT  -        206.003 (meters)      675.86  (feet) COMP
 DH8352  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 DH8352
 DH8352  VERT ORDER      -  SECOND    CLASS I
 DH8352
 DH8352.The horizontal coordinates were established by autonomous hand held GPS
 DH8352.observations and have an estimated accuracy of +/- 10 meters.
 DH8352
 DH8352.The orthometric height was determined by differential leveling and
 DH8352.adjusted by the WI DEPT OF TRANSP
 DH8352.in May 2012.
 DH8352
 DH8352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8352.GEOID18 height accuracy estimate available here.
 DH8352
 DH8352.Click photographs - Photos may exist for this station.
 DH8352
 DH8352.The dynamic height is computed by dividing the NAVD 88
 DH8352.geopotential number by the normal gravity value computed on the
 DH8352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8352.degrees latitude (g = 980.6199 gals.).
 DH8352
 DH8352.The modeled gravity was interpolated from observed gravity values.
 DH8352
 DH8352;                    North         East    Units  Estimated Accuracy
 DH8352;SPC WI S     -   152,513.      514,239.      MT  (+/- 10 meters HH2 GPS)
 DH8352
 DH8352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5732703509(NAD 83)
 DH8352
 DH8352                          SUPERSEDED SURVEY CONTROL
 DH8352
 DH8352  NAVD 88 (04/20/07)  206.057  (m)          676.04   (f) SUPERSEDED  2 1
 DH8352
 DH8352.Superseded values are not recommended for survey control.
 DH8352
 DH8352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8352.See file dsdata.pdf to determine how the superseded data were derived.
 DH8352
 DH8352_MARKER: DD = SURVEY DISK
 DH8352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8352_SP_SET: BOX CULVERT WINGWALL
 DH8352_STAMPING: 2D47 2004
 DH8352_MARK LOGO: WIDT
 DH8352_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8352+STABILITY: SURFACE MOTION
 DH8352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8352+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 DH8352
 DH8352  HISTORY     - Date     Condition        Report By
 DH8352  HISTORY     - 2004     MONUMENTED       WIDT
 DH8352  HISTORY     - 20071106 GOOD             WIDT
 DH8352
 DH8352                          STATION DESCRIPTION
 DH8352
 DH8352'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8352'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8352'STATE HIGHWAY OF 35 WITH COUNTY C ABOUT 1 MI (1.61 KM) SOUTHEAST OF
 DH8352'THE VILLAGE OF FERRYVILLE, GO NORTHEAST ON COUNTY HIGHWAY C FOR 1.2 MI
 DH8352'(1.93 KM) TO WHITE ROAD ON THE LEFT, CONTINUE NORTHEAST ON COUNTY
 DH8352'HIGHWAY C FOR 1.4 MI (2.25 KM) TO THE STATION ON THE RIGHT.  THE
 DH8352'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8352'SURVEY CONTROL STATION ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8352'STATION IS 4.9 M (16.1 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY
 DH8352'HIGHWAY C, 22.3 M (73.2 FT) SOUTHWEST OF A WOOD POST FOR A --SCHOOL
 DH8352'BUS STOP AHEAD-- SIGN, AND 1.1 M (3.6 FT) WEST-SOUTHWEST OF A WHITE
 DH8352'PLASTIC WITNESS POST.   ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8352'OBSERVATIONS DUE TO POWER LINES DIRECTLY ABOVE.
 DH8352
 DH8352                          STATION RECOVERY (2007)
 DH8352
 DH8352'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8352'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS SET IN THE TOP OF
 DH8352'THE SOUTHEAST WING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8353 ***********************************************************************
 DH8353  DESIGNATION -  2D48
 DH8353  PID         -  DH8353
 DH8353  STATE/COUNTY-  WI/CRAWFORD
 DH8353  COUNTRY     -  US
 DH8353  USGS QUAD   -  RETREAT (2018)
 DH8353
 DH8353                         *CURRENT SURVEY CONTROL
 DH8353  ______________________________________________________________________
 DH8353* NAD 83(1986) POSITION- 43 22 49.1    (N) 091 01 19.4    (W)   HD_HELD2
 DH8353* NAVD 88 ORTHO HEIGHT -   219.761 (meters)      721.00  (feet) ADJUSTED
 DH8353  ______________________________________________________________________
 DH8353  GEOID HEIGHT    -        -32.224 (meters)                     GEOID18
 DH8353  DYNAMIC HEIGHT  -        219.707 (meters)      720.82  (feet) COMP
 DH8353  MODELED GRAVITY -    980,367.5   (mgal)                       NAVD 88
 DH8353
 DH8353  VERT ORDER      -  SECOND    CLASS I
 DH8353
 DH8353.The horizontal coordinates were established by autonomous hand held GPS
 DH8353.observations and have an estimated accuracy of +/- 10 meters.
 DH8353
 DH8353.The orthometric height was determined by differential leveling and
 DH8353.adjusted by the WI DEPT OF TRANSP
 DH8353.in May 2012.
 DH8353
 DH8353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8353.GEOID18 height accuracy estimate available here.
 DH8353
 DH8353.Click photographs - Photos may exist for this station.
 DH8353
 DH8353.The dynamic height is computed by dividing the NAVD 88
 DH8353.geopotential number by the normal gravity value computed on the
 DH8353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8353.degrees latitude (g = 980.6199 gals.).
 DH8353
 DH8353.The modeled gravity was interpolated from observed gravity values.
 DH8353
 DH8353;                    North         East    Units  Estimated Accuracy
 DH8353;SPC WI S     -   153,846.      517,184.      MT  (+/- 10 meters HH2 GPS)
 DH8353
 DH8353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6022204948(NAD 83)
 DH8353
 DH8353                          SUPERSEDED SURVEY CONTROL
 DH8353
 DH8353  NAVD 88 (04/20/07)  219.763  (m)          721.01   (f) SUPERSEDED  2 1
 DH8353
 DH8353.Superseded values are not recommended for survey control.
 DH8353
 DH8353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8353.See file dsdata.pdf to determine how the superseded data were derived.
 DH8353
 DH8353_MARKER: DD = SURVEY DISK
 DH8353_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8353_SP_SET: BRIDGE ABUTMENT
 DH8353_STAMPING: 2D48 2004
 DH8353_MARK LOGO: WIDT
 DH8353_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8353+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 DH8353
 DH8353  HISTORY     - Date     Condition        Report By
 DH8353  HISTORY     - 2004     MONUMENTED       WIDT
 DH8353  HISTORY     - 20071106 GOOD             WIDT
 DH8353
 DH8353                          STATION DESCRIPTION
 DH8353
 DH8353'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8353'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8353'STATE HIGHWAY 27 WITH COUNTY HIGHWAY C ABOUT 7 MI (11.27 KM) NORTHWEST
 DH8353'OF THE VILLAGE OF GAYS MILLS, GO WEST ON COUNTY HIGHWAY C FOR 3.9 MI
 DH8353'(6.28 KM) TO AUSTIN ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY HIGHWAY
 DH8353'C FOR 0.4 MI (0.64 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8353'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8353'STATION DISK SET IN THE ABUTMENT OF A SMALL BRIDGE ABOUT LEVEL WITH
 DH8353'THE HIGHWAY PAVEMENT.  THE STATION IS 4.6 M (15.1 FT) SOUTH OF THE
 DH8353'CENTERLINE OF COUNTY HIGHWAY C, 52 M (170.6 FT) EAST OF THE CENTERLINE
 DH8353'OF PRIVATE ENTRANCE --57865--, 31 M (101.7 FT) WEST OF THE CENTERLINE
 DH8353'OF PRIVATE ENTRANCE --57757-- AND 1.0 M (3.3 FT) WEST OF A WHITE
 DH8353'PLASTIC WITNESS POST. ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8353'OBSERVATIONS DUE TO TREE IN THE NORTHEAST EXTENDING HIGHER THAN 20
 DH8353'DEGREE ABOVE THE HORIZON, TREE IN THE EAST EXTENDING HIGHER THAN 30
 DH8353'DEGREES ABOVE THE HORIZON AND TREES IN THE SOUTH AND SOUTHWEST
 DH8353'EXTENDING HIGHER THAN 40 DEGREES ABOVE THE HORIZON.
 DH8353
 DH8353                          STATION RECOVERY (2007)
 DH8353
 DH8353'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8353'RECOVERED IN GOOD CONDITION.  NOTE-- THE BRIDGE IS NUMBERED
 DH8353'--B-12-52-85--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8354 ***********************************************************************
 DH8354  DESIGNATION -  2D49
 DH8354  PID         -  DH8354
 DH8354  STATE/COUNTY-  WI/CRAWFORD
 DH8354  COUNTRY     -  US
 DH8354  USGS QUAD   -  RISING SUN (2018)
 DH8354
 DH8354                         *CURRENT SURVEY CONTROL
 DH8354  ______________________________________________________________________
 DH8354* NAD 83(1986) POSITION- 43 22 56.9    (N) 090 59 20.6    (W)   HD_HELD2
 DH8354* NAVD 88 ORTHO HEIGHT -   241.343 (meters)      791.81  (feet) ADJUSTED
 DH8354  ______________________________________________________________________
 DH8354  GEOID HEIGHT    -        -32.323 (meters)                     GEOID18
 DH8354  DYNAMIC HEIGHT  -        241.282 (meters)      791.61  (feet) COMP
 DH8354  MODELED GRAVITY -    980,363.8   (mgal)                       NAVD 88
 DH8354
 DH8354  VERT ORDER      -  SECOND    CLASS I
 DH8354
 DH8354.The horizontal coordinates were established by autonomous hand held GPS
 DH8354.observations and have an estimated accuracy of +/- 10 meters.
 DH8354
 DH8354.The orthometric height was determined by differential leveling and
 DH8354.adjusted by the WI DEPT OF TRANSP
 DH8354.in May 2012.
 DH8354
 DH8354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8354.GEOID18 height accuracy estimate available here.
 DH8354
 DH8354.Click photographs - Photos may exist for this station.
 DH8354
 DH8354.The dynamic height is computed by dividing the NAVD 88
 DH8354.geopotential number by the normal gravity value computed on the
 DH8354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8354.degrees latitude (g = 980.6199 gals.).
 DH8354
 DH8354.The modeled gravity was interpolated from observed gravity values.
 DH8354
 DH8354;                    North         East    Units  Estimated Accuracy
 DH8354;SPC WI S     -   154,055.      519,861.      MT  (+/- 10 meters HH2 GPS)
 DH8354
 DH8354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6289005252(NAD 83)
 DH8354
 DH8354                          SUPERSEDED SURVEY CONTROL
 DH8354
 DH8354  NAVD 88 (04/20/07)  241.344  (m)          791.81   (f) SUPERSEDED  2 1
 DH8354
 DH8354.Superseded values are not recommended for survey control.
 DH8354
 DH8354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8354.See file dsdata.pdf to determine how the superseded data were derived.
 DH8354
 DH8354_MARKER: DD = SURVEY DISK
 DH8354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8354_SP_SET: BRIDGE PARAPET
 DH8354_STAMPING: 2D49 2004
 DH8354_MARK LOGO: WIDT
 DH8354_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8354+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 DH8354
 DH8354  HISTORY     - Date     Condition        Report By
 DH8354  HISTORY     - 2004     MONUMENTED       WIDT
 DH8354  HISTORY     - 20071106 GOOD             WIDT
 DH8354
 DH8354                          STATION DESCRIPTION
 DH8354
 DH8354'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8354'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8354'STATE HIGHWAY 27 WITH COUNTY HIGHWAY C ABOUT 7 MI (11.27 KM) NORTHWEST
 DH8354'OF THE VILLAGE OF GAYS MILLS, GO WEST ON COUNTY HIGHWAY C FOR 2.5 MI
 DH8354'(4.02 KM) TO SMITH ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY HIGHWAY
 DH8354'C FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8354'BRONZE WISCONSIN DEPARTMENT OF TRANSPORATION GEODETIC SURVEY CONTROL
 DH8354'STATION DISK SET IN THE WEST END OF THE NORTH PARAPET OF A BRIDGE
 DH8354'ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.   THE STATION IS 3.9 M
 DH8354'(12.8 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY C.  ---NOTE---THIS
 DH8354'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE SOUTH
 DH8354'AND NORTH-NORTHEAST EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
 DH8354
 DH8354                          STATION RECOVERY (2007)
 DH8354
 DH8354'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8354'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 25 CM (NOT 1 M)
 DH8354'ABOVE HIGHWAY LEVEL AND 1.2 M SOUTHEAST OF A WHITE PLASTIC WITNESS
 DH8354'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8355 ***********************************************************************
 DH8355  DESIGNATION -  2D50
 DH8355  PID         -  DH8355
 DH8355  STATE/COUNTY-  WI/CRAWFORD
 DH8355  COUNTRY     -  US
 DH8355  USGS QUAD   -  RISING SUN (2018)
 DH8355
 DH8355                         *CURRENT SURVEY CONTROL
 DH8355  ______________________________________________________________________
 DH8355* NAD 83(1986) POSITION- 43 22 42.7    (N) 090 57 10.4    (W)   HD_HELD2
 DH8355* NAVD 88 ORTHO HEIGHT -   301.699 (meters)      989.82  (feet) ADJUSTED
 DH8355  ______________________________________________________________________
 DH8355  GEOID HEIGHT    -        -32.432 (meters)                     GEOID18
 DH8355  DYNAMIC HEIGHT  -        301.622 (meters)      989.57  (feet) COMP
 DH8355  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 DH8355
 DH8355  VERT ORDER      -  SECOND    CLASS I
 DH8355
 DH8355.The horizontal coordinates were established by autonomous hand held GPS
 DH8355.observations and have an estimated accuracy of +/- 10 meters.
 DH8355
 DH8355.The orthometric height was determined by differential leveling and
 DH8355.adjusted by the WI DEPT OF TRANSP
 DH8355.in May 2012.
 DH8355
 DH8355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8355.GEOID18 height accuracy estimate available here.
 DH8355
 DH8355.Click photographs - Photos may exist for this station.
 DH8355
 DH8355.The dynamic height is computed by dividing the NAVD 88
 DH8355.geopotential number by the normal gravity value computed on the
 DH8355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8355.degrees latitude (g = 980.6199 gals.).
 DH8355
 DH8355.The modeled gravity was interpolated from observed gravity values.
 DH8355
 DH8355;                    North         East    Units  Estimated Accuracy
 DH8355;SPC WI S     -   153,582.      522,786.      MT  (+/- 10 meters HH2 GPS)
 DH8355
 DH8355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6583004886(NAD 83)
 DH8355
 DH8355                          SUPERSEDED SURVEY CONTROL
 DH8355
 DH8355  NAVD 88 (04/20/07)  301.700  (m)          989.83   (f) SUPERSEDED  2 1
 DH8355
 DH8355.Superseded values are not recommended for survey control.
 DH8355
 DH8355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8355.See file dsdata.pdf to determine how the superseded data were derived.
 DH8355
 DH8355_MARKER: DD = SURVEY DISK
 DH8355_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8355_SP_SET: BRIDGE WINGWALL
 DH8355_STAMPING: 2D50 2004
 DH8355_MARK LOGO: WIDT
 DH8355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8355+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 DH8355
 DH8355  HISTORY     - Date     Condition        Report By
 DH8355  HISTORY     - 2004     MONUMENTED       WIDT
 DH8355  HISTORY     - 20071106 GOOD             WIDT
 DH8355
 DH8355                          STATION DESCRIPTION
 DH8355
 DH8355'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8355'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8355'STATE HIGHWAY 27 WITH COUNTY HIGHWAY C ABOUT 7 MI (11.27 KM) NORTHWEST
 DH8355'OF THE VILLAGE OF GAYS MILLS, GO WEST ON COUNTY HIGHWAY C FOR 0.65 MI
 DH8355'(1.05 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8355'WISCONSIN DEPARTMENT OF TRANSPORTATION DISK SET IN THE NORTHEAST
 DH8355'WINGWALL OF A SMALL BRIDGE.  THE STATION IS 4.7 M (15.4 FT) NORTH OF
 DH8355'THE CENTERLINE OF COUNTY HIGHWAY C, 10.4 M (34.1 FT) SOUTHEAST OF A
 DH8355'POWER POLE, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DH8355'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO ALL
 DH8355'QUADRANTS BEING BLOCKED BY TREES.
 DH8355
 DH8355                          STATION RECOVERY (2007)
 DH8355
 DH8355'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8355'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS IN THE NORTHWEST
 DH8355'(NOT NORTHEAST) WING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8356 ***********************************************************************
 DH8356  DESIGNATION -  2D51
 DH8356  PID         -  DH8356
 DH8356  STATE/COUNTY-  WI/CRAWFORD
 DH8356  COUNTRY     -  US
 DH8356  USGS QUAD   -  RISING SUN (2018)
 DH8356
 DH8356                         *CURRENT SURVEY CONTROL
 DH8356  ______________________________________________________________________
 DH8356* NAD 83(1986) POSITION- 43 23 20.9    (N) 090 53 08.5    (W)   HD_HELD2
 DH8356* NAVD 88 ORTHO HEIGHT -   243.668 (meters)      799.43  (feet) ADJUSTED
 DH8356  ______________________________________________________________________
 DH8356  GEOID HEIGHT    -        -32.673 (meters)                     GEOID18
 DH8356  DYNAMIC HEIGHT  -        243.604 (meters)      799.22  (feet) COMP
 DH8356  MODELED GRAVITY -    980,354.9   (mgal)                       NAVD 88
 DH8356
 DH8356  VERT ORDER      -  SECOND    CLASS I
 DH8356
 DH8356.The horizontal coordinates were established by autonomous hand held GPS
 DH8356.observations and have an estimated accuracy of +/- 10 meters.
 DH8356
 DH8356.The orthometric height was determined by differential leveling and
 DH8356.adjusted by the WI DEPT OF TRANSP
 DH8356.in May 2012.
 DH8356
 DH8356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8356.GEOID18 height accuracy estimate available here.
 DH8356
 DH8356.Click photographs - Photos may exist for this station.
 DH8356
 DH8356.The dynamic height is computed by dividing the NAVD 88
 DH8356.geopotential number by the normal gravity value computed on the
 DH8356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8356.degrees latitude (g = 980.6199 gals.).
 DH8356
 DH8356.The modeled gravity was interpolated from observed gravity values.
 DH8356
 DH8356;                    North         East    Units  Estimated Accuracy
 DH8356;SPC WI S     -   154,701.      528,243.      MT  (+/- 10 meters HH2 GPS)
 DH8356
 DH8356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7124406200(NAD 83)
 DH8356
 DH8356                          SUPERSEDED SURVEY CONTROL
 DH8356
 DH8356  NAVD 88 (04/20/07)  243.668  (m)          799.43   (f) SUPERSEDED  2 1
 DH8356
 DH8356.Superseded values are not recommended for survey control.
 DH8356
 DH8356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8356.See file dsdata.pdf to determine how the superseded data were derived.
 DH8356
 DH8356_MARKER: DD = SURVEY DISK
 DH8356_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8356_SP_SET: BRIDGE WINGWALL
 DH8356_STAMPING: 2D51 2004
 DH8356_MARK LOGO: WIDT
 DH8356_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8356+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 DH8356
 DH8356  HISTORY     - Date     Condition        Report By
 DH8356  HISTORY     - 2004     MONUMENTED       WIDT
 DH8356  HISTORY     - 20071106 GOOD             WIDT
 DH8356
 DH8356                          STATION DESCRIPTION
 DH8356
 DH8356'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8356'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8356'STATE HIGHWAY 21 WITH COUNTY HIGHWAY C ABOUT 7 MI (11.27 KM) NORTHWEST
 DH8356'OF THE VILLAGE OF GAYS MILLS, GO EAST ON COUNTY HIGHWAY C FOR 3.3 MI
 DH8356'(5.31 KM) TO RIDGETOP DRIVE ON THE RIGHT, CONTINUE NORTH ON COUNTY
 DH8356'HIGHWAY C FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.  THE STATION
 DH8356'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8356'CONTROL STATION DISK SET IN THE SOUTHERN MOST WINGWALL OF A BRIDGE
 DH8356'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 4.5 M (14.8 FT)
 DH8356'SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY C AND 33 M (108.3 FT)
 DH8356'NORTHWEST OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE --50965--.
 DH8356'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO ALL
 DH8356'QUADRANTS BEING BLOCKED BY TREES.
 DH8356
 DH8356                          STATION RECOVERY (2007)
 DH8356
 DH8356'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8356'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 97 M
 DH8356'SOUTH OF MCMANNUS ROAD AND SET IN THE TOP OF THE SOUTHWEST WING WALL
 DH8356'OF BRIDGE --B-12-119-95--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8357 ***********************************************************************
 DH8357  DESIGNATION -  2D52
 DH8357  PID         -  DH8357
 DH8357  STATE/COUNTY-  WI/CRAWFORD
 DH8357  COUNTRY     -  US
 DH8357  USGS QUAD   -  READSTOWN (2018)
 DH8357
 DH8357                         *CURRENT SURVEY CONTROL
 DH8357  ______________________________________________________________________
 DH8357* NAD 83(1986) POSITION- 43 23 48.3    (N) 090 51 40.1    (W)   HD_HELD2
 DH8357* NAVD 88 ORTHO HEIGHT -   258.639 (meters)      848.55  (feet) ADJUSTED
 DH8357  ______________________________________________________________________
 DH8357  GEOID HEIGHT    -        -32.770 (meters)                     GEOID18
 DH8357  DYNAMIC HEIGHT  -        258.571 (meters)      848.33  (feet) COMP
 DH8357  MODELED GRAVITY -    980,353.0   (mgal)                       NAVD 88
 DH8357
 DH8357  VERT ORDER      -  SECOND    CLASS I
 DH8357
 DH8357.The horizontal coordinates were established by autonomous hand held GPS
 DH8357.observations and have an estimated accuracy of +/- 10 meters.
 DH8357
 DH8357.The orthometric height was determined by differential leveling and
 DH8357.adjusted by the WI DEPT OF TRANSP
 DH8357.in May 2012.
 DH8357
 DH8357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8357.GEOID18 height accuracy estimate available here.
 DH8357
 DH8357.Click photographs - Photos may exist for this station.
 DH8357
 DH8357.The dynamic height is computed by dividing the NAVD 88
 DH8357.geopotential number by the normal gravity value computed on the
 DH8357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8357.degrees latitude (g = 980.6199 gals.).
 DH8357
 DH8357.The modeled gravity was interpolated from observed gravity values.
 DH8357
 DH8357;                    North         East    Units  Estimated Accuracy
 DH8357;SPC WI S     -   155,526.      530,241.      MT  (+/- 10 meters HH2 GPS)
 DH8357
 DH8357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7321107096(NAD 83)
 DH8357
 DH8357                          SUPERSEDED SURVEY CONTROL
 DH8357
 DH8357  NAVD 88 (04/20/07)  258.638  (m)          848.55   (f) SUPERSEDED  2 1
 DH8357
 DH8357.Superseded values are not recommended for survey control.
 DH8357
 DH8357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8357.See file dsdata.pdf to determine how the superseded data were derived.
 DH8357
 DH8357_MARKER: DD = SURVEY DISK
 DH8357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8357_SP_SET: BOX CULVERT
 DH8357_STAMPING: 2D52 2004
 DH8357_MARK LOGO: WIDT
 DH8357_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8357+STABILITY: SURFACE MOTION
 DH8357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8357+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 DH8357
 DH8357  HISTORY     - Date     Condition        Report By
 DH8357  HISTORY     - 2004     MONUMENTED       WIDT
 DH8357  HISTORY     - 20071106 GOOD             WIDT
 DH8357
 DH8357                          STATION DESCRIPTION
 DH8357
 DH8357'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8357'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8357'US HIGHWAY 61 AND STATE HIGHWAY 131 NORTH WITH STATE HIGHWAY 131 SOUTH
 DH8357'(PINE STREET) IN THE VILLAGE OF SOLDIERS GROVE, GO WEST ON STATE
 DH8357'HIGHWAY 131 SOUTH (PINE STREET) FOR 0.3 MI (0.48 KM) TO WHERE STATE
 DH8357'HIGHWAY 131 GOES NORTH AND BECOMES MAIN STREET, GO NORTH ON STATE
 DH8357'HIGHWAY 131 (MAIN STREET) FOR 0.1 MI (0.16 KM) TO WHERE STATE HIGHWAY
 DH8357'131 GOES WEST AND COUNTY HIGHWAY C IS STRAIGHT AHEAD, CONTINUE NORTH
 DH8357'THEN WEST ON COUNTY HIGHWAY C (MAIN STREET) FOR 4.0 MI (6.44 KM) TO
 DH8357'COUNTY HIGHWAY J ON THE RIGHT, CONTINUE WEST ON COUNTY HIGHWAY C FOR
 DH8357'1.25 MI (2.01 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8357'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL DISK
 DH8357'SET IN THE SOUTH END OF THE WEST END OF A BOX CULVERT ABOUT LEVEL THE
 DH8357'HIGHWAY PAVEMENT.  THE STATION IS 4.6 M (15.1 FT) SOUTHEAST OF THE
 DH8357'CENTERLINE OF COUNTY HIGHWAY C.  ---NOTE---THIS STATION IS NOT
 DH8357'SUITABLE FOR GPS OBSERVATIONS DUE TO BEING OBSTRUCTED BY TREES IN ALL
 DH8357'QUADRANTS.
 DH8357
 DH8357                          STATION RECOVERY (2007)
 DH8357
 DH8357'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8357'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.01 MILES EAST OF
 DH8357'COUNTY HIGHWAY B.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8358 ***********************************************************************
 DH8358  DESIGNATION -  2D53
 DH8358  PID         -  DH8358
 DH8358  STATE/COUNTY-  WI/CRAWFORD
 DH8358  COUNTRY     -  US
 DH8358  USGS QUAD   -  READSTOWN (2018)
 DH8358
 DH8358                         *CURRENT SURVEY CONTROL
 DH8358  ______________________________________________________________________
 DH8358* NAD 83(1986) POSITION- 43 25 21.66   (N) 090 50 16.63   (W)   HD_HELD1
 DH8358* NAVD 88 ORTHO HEIGHT -   360.000 (meters)     1181.10  (feet) ADJUSTED
 DH8358  ______________________________________________________________________
 DH8358  GEOID HEIGHT    -        -32.868 (meters)                     GEOID18
 DH8358  DYNAMIC HEIGHT  -        359.908 (meters)     1180.80  (feet) COMP
 DH8358  MODELED GRAVITY -    980,355.3   (mgal)                       NAVD 88
 DH8358
 DH8358  VERT ORDER      -  SECOND    CLASS I
 DH8358
 DH8358.The horizontal coordinates were determined by differentially corrected
 DH8358.hand held GPS observations or other comparable positioning techniques
 DH8358.and have an estimated accuracy of +/- 3 meters.
 DH8358
 DH8358.The orthometric height was determined by differential leveling and
 DH8358.adjusted by the WI DEPT OF TRANSP
 DH8358.in May 2012.
 DH8358
 DH8358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8358.GEOID18 height accuracy estimate available here.
 DH8358
 DH8358.Click photographs - Photos may exist for this station.
 DH8358
 DH8358.The dynamic height is computed by dividing the NAVD 88
 DH8358.geopotential number by the normal gravity value computed on the
 DH8358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8358.degrees latitude (g = 980.6199 gals.).
 DH8358
 DH8358.The modeled gravity was interpolated from observed gravity values.
 DH8358
 DH8358;                    North         East    Units  Estimated Accuracy
 DH8358;SPC WI S     -   158,387.4     532,148.5     MT  (+/- 3 meters HH1 GPS) 
 DH8358
 DH8358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7501410025(NAD 83)
 DH8358
 DH8358                          SUPERSEDED SURVEY CONTROL
 DH8358
 DH8358  NAVD 88 (04/20/07)  359.999  (m)         1181.10   (f) SUPERSEDED  2 1
 DH8358
 DH8358.Superseded values are not recommended for survey control.
 DH8358
 DH8358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8358.See file dsdata.pdf to determine how the superseded data were derived.
 DH8358
 DH8358_MARKER: DD = SURVEY DISK
 DH8358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8358_STAMPING: 2D53 2004
 DH8358_MARK LOGO: WIDT
 DH8358_PROJECTION: FLUSH
 DH8358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8358+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2015
 DH8358
 DH8358  HISTORY     - Date     Condition        Report By
 DH8358  HISTORY     - 2004     MONUMENTED       WIDT
 DH8358  HISTORY     - 20071106 GOOD             WIDT
 DH8358  HISTORY     - 20151013 GOOD             WIDT
 DH8358
 DH8358                          STATION DESCRIPTION
 DH8358
 DH8358'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8358'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8358'US HIGHWAY 14 AND US HIGHWAY 61 WITH COUNTY HIGHWAY M ABOUT 1 MI (1.61
 DH8358'KM) WEST OF THE VILLAGE OF REEDSTOWN, GO WEST ON COUNTY HIGHWAY M FOR
 DH8358'3.3 MI (5.31 KM) TO COUNTY HIGHWAY J SOUTH, TURN LEFT AND GO SOUTH ON
 DH8358'COUNTY HIGHWAY J FOR 1.1 MI (1.77 KM) TO THE STATION ON THE RIGHT.
 DH8358'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8358'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8358'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DH8358'THE STATION IS 9.3 M (30.5 FT) WEST OF THE CENTERLINE OF COUNTY
 DH8358'HIGHWAY J, 63 M (206.7 FT) NORTH OF A WOOD POST FOR A --4 WAY
 DH8358'INTERSECTION-- SIGN, 2 M (6.6 FT) EAST OF A CULTIVATED FIELD, 1.0 M
 DH8358'(3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT)
 DH8358'SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) NORTHWEST
 DH8358'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8358'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8358'HORIZON.
 DH8358
 DH8358                          STATION RECOVERY (2007)
 DH8358
 DH8358'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8358'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.16 MILE NORTH OF
 DH8358'NORWEGIAN HOLLOW ROAD.
 DH8358
 DH8358                          STATION RECOVERY (2015)
 DH8358
 DH8358'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DH8358'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8359 ***********************************************************************
 DH8359  DESIGNATION -  2D54
 DH8359  PID         -  DH8359
 DH8359  STATE/COUNTY-  WI/VERNON
 DH8359  COUNTRY     -  US
 DH8359  USGS QUAD   -  READSTOWN (2018)
 DH8359
 DH8359                         *CURRENT SURVEY CONTROL
 DH8359  ______________________________________________________________________
 DH8359* NAD 83(1986) POSITION- 43 27 47.20   (N) 090 51 34.56   (W)   HD_HELD1
 DH8359* NAVD 88 ORTHO HEIGHT -   335.609 (meters)     1101.08  (feet) ADJUSTED
 DH8359  ______________________________________________________________________
 DH8359  GEOID HEIGHT    -        -32.804 (meters)                     GEOID18
 DH8359  DYNAMIC HEIGHT  -        335.526 (meters)     1100.80  (feet) COMP
 DH8359  MODELED GRAVITY -    980,361.3   (mgal)                       NAVD 88
 DH8359
 DH8359  VERT ORDER      -  SECOND    CLASS I
 DH8359
 DH8359.The horizontal coordinates were determined by differentially corrected
 DH8359.hand held GPS observations or other comparable positioning techniques
 DH8359.and have an estimated accuracy of +/- 3 meters.
 DH8359
 DH8359.The orthometric height was determined by differential leveling and
 DH8359.adjusted by the WI DEPT OF TRANSP
 DH8359.in May 2012.
 DH8359
 DH8359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8359.GEOID18 height accuracy estimate available here.
 DH8359
 DH8359.Click photographs - Photos may exist for this station.
 DH8359
 DH8359.The dynamic height is computed by dividing the NAVD 88
 DH8359.geopotential number by the normal gravity value computed on the
 DH8359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8359.degrees latitude (g = 980.6199 gals.).
 DH8359
 DH8359.The modeled gravity was interpolated from observed gravity values.
 DH8359
 DH8359;                    North         East    Units  Estimated Accuracy
 DH8359;SPC WI S     -   162,896.3     530,442.0     MT  (+/- 3 meters HH1 GPS) 
 DH8359
 DH8359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7314614469(NAD 83)
 DH8359
 DH8359                          SUPERSEDED SURVEY CONTROL
 DH8359
 DH8359  NAVD 88 (04/20/07)  335.608  (m)         1101.07   (f) SUPERSEDED  2 1
 DH8359
 DH8359.Superseded values are not recommended for survey control.
 DH8359
 DH8359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8359.See file dsdata.pdf to determine how the superseded data were derived.
 DH8359
 DH8359_MARKER: DD = SURVEY DISK
 DH8359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8359_SP_SET: CATTLE PASS WING WALL
 DH8359_STAMPING: 2D54 2004
 DH8359_MARK LOGO: WIDT
 DH8359_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8359+STABILITY: SURFACE MOTION
 DH8359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8359+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2023
 DH8359
 DH8359  HISTORY     - Date     Condition        Report By
 DH8359  HISTORY     - 2004     MONUMENTED       WIDT
 DH8359  HISTORY     - 20100623 GOOD             WIDT
 DH8359  HISTORY     - 20151008 GOOD             WIDT
 DH8359  HISTORY     - 20230414 SEE DESCRIPTION  WIDT
 DH8359
 DH8359                          STATION DESCRIPTION
 DH8359
 DH8359'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8359'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8359'STATE HIGHWAY 27 AND STATE HIGHWAY 82 WITH COUNTY HIGHWAY J AND
 DH8359'SWENSON ROAD ABOUT 3 MI (4.83 KM) SOUTH OF THE CITY OF VIROQUA, GO
 DH8359'SOUTH ON COUNTY HIGHWAY J FOR 2.5 MI (4.02 KM) TO COUNTY HIGHWAY JJ ON
 DH8359'THE LEFT, CONTINUE SOUTH ON COUNTY HIGHWAY J FOR 1.1 MI (1.77 KM) TO
 DH8359'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8359'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8359'IN THE SOUTHWEST OF WINGWALL OF A CATTLEPASS ABOUT LEVEL WITH THE
 DH8359'HIGHWAY PAVEMENT.  THE STATION IS 5.0 M (16.4 FT) WEST OF THE
 DH8359'CENTERLINE OF COUNTY HIGHWAY J, 16.0 M (52.5 FT) WEST-SOUTHWEST OF
 DH8359'POWER POLE --1F4W5--, 2.5 M (8.2 FT) SOUTH OF A BLACK AND WHITE WOOD
 DH8359'POST, AND 0.8 M (2.6 FT) NORTH OF WHITE PLASTIC WITNESS POST.
 DH8359
 DH8359                          STATION RECOVERY (2010)
 DH8359
 DH8359'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8359'RECOVERED IN GOOD CONDITION.   DUE TO A HIGHWAY WIDENING PROJECT THE
 DH8359'CATTLEPASS IN THE 2004 DESCRIPTION HAS BEEN EXTENDED TO FORM A 1.6 M
 DH8359'WIDE BOX CULVERT.  THE STATION IS 2.55 M EAST OF THE WEST EDGE OF THE
 DH8359'TOP OF THE BOX CULVERT, 10 CM NORTH OF THE SOUTH FACE OF THE CULVERT,
 DH8359'AND APPROXIMATELY 0.3 M BELOW THE PAVEMENT SURFACE UNDER GRAVEL NEAR
 DH8359'THE WEST EDGE OF THE PAVEMENT.
 DH8359
 DH8359                          STATION RECOVERY (2015)
 DH8359
 DH8359'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DH8359'RECOVERED AS DESCRIBED.
 DH8359'
 DH8359'NOTE -  THE MARK IS LOCATED AT THE WEST EDGE OF ASPHALT AND ABOUT 12
 DH8359'INCHES (30 CM) BELOW THE GRAVEL SHOULDER GRADE.
 DH8359
 DH8359                          STATION RECOVERY (2023)
 DH8359
 DH8359'RECOVERY NOTE BY WI DEPT OF TRANSP 2023 (MJH)
 DH8359'CTH J WAS WIDENED AND DURING THE PROJECT THE BOX CULVERT WAS EXTENDED,
 DH8359'NOT REPLACED.
 DH8359'
 DH8359'THE STATION IS ABOUT 30 CM (12 INCHES) BELOW THE GRAVEL SHOULDER NEAR
 DH8359'THE WEST EDGE OF THE PAVEMENT.  IT MUST BE DUG OUT TO BE ACCESSED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1517 ***********************************************************************
 DQ1517  DESIGNATION -  2D55
 DQ1517  PID         -  DQ1517
 DQ1517  STATE/COUNTY-  WI/VERNON
 DQ1517  COUNTRY     -  US
 DQ1517  USGS QUAD   -  READSTOWN (2018)
 DQ1517
 DQ1517                         *CURRENT SURVEY CONTROL
 DQ1517  ______________________________________________________________________
 DQ1517* NAD 83(2011) POSITION- 43 27 35.55691(N) 090 51 20.34562(W)   ADJUSTED
 DQ1517* NAD 83(2011) ELLIP HT-   332.840 (meters)        (06/29/17)   ADJUSTED
 DQ1517* NAD 83(2011) EPOCH   -  2010.00
 DQ1517* NAVD 88 ORTHO HEIGHT -   365.666 (meters)     1199.69  (feet) ADJUSTED
 DQ1517  ______________________________________________________________________
 DQ1517  GEOID HEIGHT    -        -32.818 (meters)                     GEOID18
 DQ1517  NAD 83(2011) X  -    -69,249.098 (meters)                     COMP
 DQ1517  NAD 83(2011) Y  - -4,636,684.221 (meters)                     COMP
 DQ1517  NAD 83(2011) Z  -  4,364,956.090 (meters)                     COMP
 DQ1517  LAPLACE CORR    -         -9.47  (seconds)                    DEFLEC18
 DQ1517  DYNAMIC HEIGHT  -        365.575 (meters)     1199.39  (feet) COMP
 DQ1517  MODELED GRAVITY -    980,361.5   (mgal)                       NAVD 88
 DQ1517
 DQ1517  VERT ORDER      -  SECOND    CLASS I
 DQ1517
 DQ1517  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1517  Standards:
 DQ1517         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1517            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1517  -------------------------------------------------------------------
 DQ1517  NETWORK    0.71   0.84           0.32   0.25   0.43      0.00594728
 DQ1517  -------------------------------------------------------------------
 DQ1517  Click here for local accuracies and other accuracy information.
 DQ1517
 DQ1517.The horizontal coordinates were established by GPS observations
 DQ1517.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DQ1517
 DQ1517.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1517.been affixed to the stable North American tectonic plate. See 
 DQ1517.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1517
 DQ1517.The horizontal coordinates are valid at the epoch date displayed above
 DQ1517.which is a decimal equivalence of Year/Month/Day.
 DQ1517
 DQ1517.The orthometric height was determined by differential leveling and
 DQ1517.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1517.in November 2016.
 DQ1517
 DQ1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1517.GEOID18 height accuracy estimate available here.
 DQ1517
 DQ1517.Click photographs - Photos may exist for this station.
 DQ1517
 DQ1517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1517
 DQ1517.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1517
 DQ1517.The ellipsoidal height was determined by GPS observations
 DQ1517.and is referenced to NAD 83.
 DQ1517
 DQ1517.The dynamic height is computed by dividing the NAVD 88
 DQ1517.geopotential number by the normal gravity value computed on the
 DQ1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1517.degrees latitude (g = 980.6199 gals.).
 DQ1517
 DQ1517.The modeled gravity was interpolated from observed gravity values.
 DQ1517
 DQ1517. The following values were computed from the NAD 83(2011) position.
 DQ1517
 DQ1517;                    North         East     Units Scale Factor Converg.
 DQ1517;SPC WI S     -   162,533.741   530,757.786   MT  0.99993307   -0 35 16.5
 DQ1517;SPC WI S     -   533,246.12  1,741,327.84   sFT  0.99993307   -0 35 16.5
 DQ1517;UTM  15      - 4,814,118.859   673,475.405   MT  0.99997018   +1 28 31.3
 DQ1517
 DQ1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1517!SPC WI S     -   0.99994781  x   0.99993307  =   0.99988088
 DQ1517!UTM  15      -   0.99994781  x   0.99997018  =   0.99991799
 DQ1517
 DQ1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7347514118(NAD 83)
 DQ1517
 DQ1517                          SUPERSEDED SURVEY CONTROL
 DQ1517
 DQ1517.No superseded survey control is available for this station.
 DQ1517
 DQ1517_MARKER: DD = SURVEY DISK
 DQ1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1517_STAMPING: 2D55 2012
 DQ1517_MARK LOGO: WIDT
 DQ1517_PROJECTION: FLUSH
 DQ1517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1517+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2015
 DQ1517
 DQ1517  HISTORY     - Date     Condition        Report By
 DQ1517  HISTORY     - 2012     MONUMENTED       WIDT
 DQ1517  HISTORY     - 20151008 GOOD             WIDT
 DQ1517
 DQ1517                          STATION DESCRIPTION
 DQ1517
 DQ1517'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1517'THE STATION IS APPROXIMATELY 7 MI (11.3 KM) SOUTH OF VIROQUA, 6 MI
 DQ1517'(9.7 KM) NORTHWEST OF SOLDIERS GROVE, AND 5 MI WEST-NORTHWEST OF READS
 DQ1517'TOWN.
 DQ1517'
 DQ1517'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DQ1517'HIGHWAY JJ ABOUT 5 MI (8.0 KM) WEST-NORTHWEST OF THE VILLAGE OF READS
 DQ1517'TOWN, GO SOUTH ON COUNTY HIGHWAY J FOR 1.2 MI (1.9 KM) TO THE LEFT
 DQ1517'CURVE IN THE HIGHWAY, CURVE LEFT AND CONTINUE EAST FOR 0.2 MI (0.3 KM)
 DQ1517'TO THE STATION ON THE RIGHT.
 DQ1517'
 DQ1517'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1517'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ1517'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DQ1517'THE STATION IS 7.8 M (25.6 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DQ1517'HIGHWAY J, 52 M (170.6 FT) WEST OF A WOOD POST FOR A -40 MPH CURVE-
 DQ1517'SIGN, 36.4 M (119.4 FT) SOUTHEAST OF A POWER POLE -IF 4E2-, AND
 DQ1517'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ1517'WITNESS POSTS.
 DQ1517'
 DQ1517'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1517'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1518 ***********************************************************************
 DQ1518  DESIGNATION -  2D56
 DQ1518  PID         -  DQ1518
 DQ1518  STATE/COUNTY-  WI/VERNON
 DQ1518  COUNTRY     -  US
 DQ1518  USGS QUAD   -  READSTOWN (2018)
 DQ1518
 DQ1518                         *CURRENT SURVEY CONTROL
 DQ1518  ______________________________________________________________________
 DQ1518* NAD 83(2011) POSITION- 43 28 38.76415(N) 090 51 29.05752(W)   ADJUSTED
 DQ1518* NAD 83(2011) ELLIP HT-   332.116 (meters)        (06/29/17)   ADJUSTED
 DQ1518* NAD 83(2011) EPOCH   -  2010.00
 DQ1518* NAVD 88 ORTHO HEIGHT -   364.944 (meters)     1197.32  (feet) ADJUSTED
 DQ1518  ______________________________________________________________________
 DQ1518  GEOID HEIGHT    -        -32.820 (meters)                     GEOID18
 DQ1518  NAD 83(2011) X  -    -69,424.829 (meters)                     COMP
 DQ1518  NAD 83(2011) Y  - -4,635,338.863 (meters)                     COMP
 DQ1518  NAD 83(2011) Z  -  4,366,371.372 (meters)                     COMP
 DQ1518  LAPLACE CORR    -         -9.94  (seconds)                    DEFLEC18
 DQ1518  DYNAMIC HEIGHT  -        364.854 (meters)     1197.03  (feet) COMP
 DQ1518  MODELED GRAVITY -    980,362.8   (mgal)                       NAVD 88
 DQ1518
 DQ1518  VERT ORDER      -  SECOND    CLASS I
 DQ1518
 DQ1518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1518  Standards:
 DQ1518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1518  -------------------------------------------------------------------
 DQ1518  NETWORK    0.71   0.80           0.32   0.25   0.41     -0.01529918
 DQ1518  -------------------------------------------------------------------
 DQ1518  Click here for local accuracies and other accuracy information.
 DQ1518
 DQ1518.The horizontal coordinates were established by GPS observations
 DQ1518.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DQ1518
 DQ1518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1518.been affixed to the stable North American tectonic plate. See 
 DQ1518.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1518
 DQ1518.The horizontal coordinates are valid at the epoch date displayed above
 DQ1518.which is a decimal equivalence of Year/Month/Day.
 DQ1518
 DQ1518.The orthometric height was determined by differential leveling and
 DQ1518.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1518.in November 2016.
 DQ1518
 DQ1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1518.GEOID18 height accuracy estimate available here.
 DQ1518
 DQ1518.Click photographs - Photos may exist for this station.
 DQ1518
 DQ1518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1518
 DQ1518.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1518
 DQ1518.The ellipsoidal height was determined by GPS observations
 DQ1518.and is referenced to NAD 83.
 DQ1518
 DQ1518.The dynamic height is computed by dividing the NAVD 88
 DQ1518.geopotential number by the normal gravity value computed on the
 DQ1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1518.degrees latitude (g = 980.6199 gals.).
 DQ1518
 DQ1518.The modeled gravity was interpolated from observed gravity values.
 DQ1518
 DQ1518. The following values were computed from the NAD 83(2011) position.
 DQ1518
 DQ1518;                    North         East     Units Scale Factor Converg.
 DQ1518;SPC WI S     -   164,486.199   530,582.031   MT  0.99993343   -0 35 22.5
 DQ1518;SPC WI S     -   539,651.80  1,740,751.21   sFT  0.99993343   -0 35 22.5
 DQ1518;UTM  15      - 4,816,063.793   673,229.454   MT  0.99996913   +1 28 27.0
 DQ1518
 DQ1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1518!SPC WI S     -   0.99994792  x   0.99993343  =   0.99988136
 DQ1518!UTM  15      -   0.99994792  x   0.99996913  =   0.99991705
 DQ1518
 DQ1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7322916063(NAD 83)
 DQ1518
 DQ1518                          SUPERSEDED SURVEY CONTROL
 DQ1518
 DQ1518.No superseded survey control is available for this station.
 DQ1518
 DQ1518_MARKER: DD = SURVEY DISK
 DQ1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1518_STAMPING: 2D56 2012
 DQ1518_MARK LOGO: WIDT
 DQ1518_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ1518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1518+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2015
 DQ1518
 DQ1518  HISTORY     - Date     Condition        Report By
 DQ1518  HISTORY     - 2012     MONUMENTED       WIDT
 DQ1518  HISTORY     - 20151008 GOOD             WIDT
 DQ1518
 DQ1518                          STATION DESCRIPTION
 DQ1518
 DQ1518'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1518'THE STATION IS APPROXIMATELY 7 MI (11.3 KM) NORTHWEST OF SOLDIERS
 DQ1518'GROVE, 5.5 MI (8.8 KM) SOUTH OF VIROQUA, AND 5 MI (8.0 KM)
 DQ1518'WEST-NORTHWEST OF READS TOWN.
 DQ1518'
 DQ1518'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DQ1518'HIGHWAY JJ ABOUT 5 MI (8.0 KM) WEST-NORTHWEST OF THE VILLAGE OF READS
 DQ1518'TOWN, GO SOUTH ON COUNTY HIGHWAY J FOR 0.1 MI (0.2 KM) TO THE STATION
 DQ1518'ON THE LEFT.
 DQ1518'
 DQ1518'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1518'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ1518'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DQ1518'THE STATION IS 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF COUNTY
 DQ1518'HIGHWAY J, 21.8 M (71.5 FT) NORTH OF A WOOD POST FOR A -CTH JJ- SIGN,
 DQ1518'17.4 M (57.1 FT) EAST-SOUTHEAST OF A FIBER OPTIC CABLE PEDESTAL -LP3
 DQ1518'CIA-, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DQ1518'PLASTIC WITNESS POSTS.
 DQ1518'
 DQ1518'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1518'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8340 ***********************************************************************
 DH8340  DESIGNATION -  2E01
 DH8340  PID         -  DH8340
 DH8340  STATE/COUNTY-  WI/CRAWFORD
 DH8340  COUNTRY     -  US
 DH8340  USGS QUAD   -  BOSCOBEL (2018)
 DH8340
 DH8340                         *CURRENT SURVEY CONTROL
 DH8340  ______________________________________________________________________
 DH8340* NAD 83(1986) POSITION- 43 09 51.5    (N) 090 44 52.0    (W)   HD_HELD2
 DH8340* NAVD 88 ORTHO HEIGHT -   337.220 (meters)     1106.36  (feet) ADJUSTED
 DH8340  ______________________________________________________________________
 DH8340  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 DH8340  DYNAMIC HEIGHT  -        337.134 (meters)     1106.08  (feet) COMP
 DH8340  MODELED GRAVITY -    980,356.2   (mgal)                       NAVD 88
 DH8340
 DH8340  VERT ORDER      -  SECOND    CLASS I
 DH8340
 DH8340.The horizontal coordinates were established by autonomous hand held GPS
 DH8340.observations and have an estimated accuracy of +/- 10 meters.
 DH8340
 DH8340.The orthometric height was determined by differential leveling and
 DH8340.adjusted by the WI DEPT OF TRANSP
 DH8340.in May 2012.
 DH8340
 DH8340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8340.GEOID18 height accuracy estimate available here.
 DH8340
 DH8340.Click photographs - Photos may exist for this station.
 DH8340
 DH8340.The dynamic height is computed by dividing the NAVD 88
 DH8340.geopotential number by the normal gravity value computed on the
 DH8340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8340.degrees latitude (g = 980.6199 gals.).
 DH8340
 DH8340.The modeled gravity was interpolated from observed gravity values.
 DH8340
 DH8340;                    North         East    Units  Estimated Accuracy
 DH8340;SPC WI S     -   129,616.      539,193.      MT  (+/- 10 meters HH2 GPS)
 DH8340
 DH8340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8308881523(NAD 83)
 DH8340
 DH8340                          SUPERSEDED SURVEY CONTROL
 DH8340
 DH8340  NAVD 88 (04/20/07)  337.215  (m)         1106.35   (f) SUPERSEDED  2 1
 DH8340
 DH8340.Superseded values are not recommended for survey control.
 DH8340
 DH8340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8340.See file dsdata.pdf to determine how the superseded data were derived.
 DH8340
 DH8340_MARKER: DD = SURVEY DISK
 DH8340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8340_STAMPING: 2E01 2004
 DH8340_MARK LOGO: WIDT
 DH8340_PROJECTION: FLUSH
 DH8340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8340+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 DH8340
 DH8340  HISTORY     - Date     Condition        Report By
 DH8340  HISTORY     - 2004     MONUMENTED       WIDT
 DH8340  HISTORY     - 20071031 GOOD             WIDT
 DH8340
 DH8340                          STATION DESCRIPTION
 DH8340
 DH8340'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8340'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8340'STATE HIGHWAY 60 WITH COUNTY HIGHWAY EAST ABOUT 1 MI (1.61 KM)
 DH8340'NORTHWEST OF THE CITY OF BOSCOBEL, GO NORTHWEST ON COUTY HIGHWAY EAST
 DH8340'FOR 1.4 MI (2.25 KM) TO VALLEY VIEW ROAD ON THE RIGHT, CONTINUE
 DH8340'NORTHWEST ON COUTY HIGHWAY EAST FOR 0.35 MI (0.56 KM) TO THE STATION
 DH8340'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8340'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8340'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8340'THE STATION IS 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DH8340'HIGHWAY E, 19.6 M (64.3 FT) EAST OF A WOOD POST FOR A --HILL-- SIGN,
 DH8340'0.5 M (1.6 FT) NORTH OF A BARBED WIRE FENCE, 1.0 M (3.3 FT) EAST OF A
 DH8340'WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 DH8340'WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8340'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DH8340
 DH8340                          STATION RECOVERY (2007)
 DH8340
 DH8340'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8340'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 35.5 M EAST OF THE
 DH8340'CENTERLINE OF A FIELD ENTRANCE.  ---NOTE--- COUNTY HIGHWAY EAST IN THE
 DH8340'2004 DESCRIPTION IS COUNTY HIGHWAY E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8339 ***********************************************************************
 DH8339  DESIGNATION -  2E02
 DH8339  PID         -  DH8339
 DH8339  STATE/COUNTY-  WI/CRAWFORD
 DH8339  COUNTRY     -  US
 DH8339  USGS QUAD   -  BOSCOBEL (2018)
 DH8339
 DH8339                         *CURRENT SURVEY CONTROL
 DH8339  ______________________________________________________________________
 DH8339* NAD 83(1986) POSITION- 43 09 10.1    (N) 090 42 58.5    (W)   HD_HELD2
 DH8339* NAVD 88 ORTHO HEIGHT -   206.228 (meters)      676.60  (feet) ADJUSTED
 DH8339  ______________________________________________________________________
 DH8339  GEOID HEIGHT    -        -32.955 (meters)                     GEOID18
 DH8339  DYNAMIC HEIGHT  -        206.175 (meters)      676.43  (feet) COMP
 DH8339  MODELED GRAVITY -    980,361.5   (mgal)                       NAVD 88
 DH8339
 DH8339  VERT ORDER      -  SECOND    CLASS I
 DH8339
 DH8339.The horizontal coordinates were established by autonomous hand held GPS
 DH8339.observations and have an estimated accuracy of +/- 10 meters.
 DH8339
 DH8339.The orthometric height was determined by differential leveling and
 DH8339.adjusted by the WI DEPT OF TRANSP
 DH8339.in May 2012.
 DH8339
 DH8339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8339.GEOID18 height accuracy estimate available here.
 DH8339
 DH8339.Click photographs - Photos may exist for this station.
 DH8339
 DH8339.The dynamic height is computed by dividing the NAVD 88
 DH8339.geopotential number by the normal gravity value computed on the
 DH8339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8339.degrees latitude (g = 980.6199 gals.).
 DH8339
 DH8339.The modeled gravity was interpolated from observed gravity values.
 DH8339
 DH8339;                    North         East    Units  Estimated Accuracy
 DH8339;SPC WI S     -   128,316.      541,745.      MT  (+/- 10 meters HH2 GPS)
 DH8339
 DH8339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8568680315(NAD 83)
 DH8339
 DH8339                          SUPERSEDED SURVEY CONTROL
 DH8339
 DH8339  NAVD 88 (04/20/07)  206.223  (m)          676.58   (f) SUPERSEDED  2 1
 DH8339
 DH8339.Superseded values are not recommended for survey control.
 DH8339
 DH8339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8339.See file dsdata.pdf to determine how the superseded data were derived.
 DH8339
 DH8339_MARKER: DD = SURVEY DISK
 DH8339_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8339_SP_SET: PARAPET
 DH8339_STAMPING: 2E02 2004
 DH8339_MARK LOGO: WIDT
 DH8339_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8339+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DH8339
 DH8339  HISTORY     - Date     Condition        Report By
 DH8339  HISTORY     - 2004     MONUMENTED       WIDT
 DH8339  HISTORY     - 20071029 GOOD             WIDT
 DH8339
 DH8339                          STATION DESCRIPTION
 DH8339
 DH8339'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8339'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8339'LOCATED AT THE JUNCTION OF US HIGHWAY 61 SOUTH WITH STATE HIGHWAY 60
 DH8339'AND US HIGHWAY 61 NORTH ABOUT 1 MI (1.61 KM) NORTH OF THE CITY OF
 DH8339'BOSCOBEL, IN THE NORTH END OF THE EAST PARAPET.  THE STATION IS A
 DH8339'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8339'STATION SET IN THE NORTH END OF THE EAST PARAPET ABOUT 1 M (3.3 FT)
 DH8339'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 9.5 M (31.2 FT) EAST OF
 DH8339'THE CENTERLINE OF US HIGHWAY 61 SOUTH AND 5.9 M (19.4 FT) SOUTH OF THE
 DH8339'WESTERNMOST WOOD POST FOR A --US HIGHWAY 61 NORTH, STATE HIGHWAY 60
 DH8339'EAST AND STATE HIGHWAY 60 WEST-- SIGN.  ---NOTE---THIS STATION HAS NO
 DH8339'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8339'HORIZON EXCEPT FOR TREES TO THE NORTH AND EAST EXTENDING TO 40 AND 30
 DH8339'DEGREES ABOVE THE HORIZON.
 DH8339
 DH8339                          STATION RECOVERY (2007)
 DH8339
 DH8339'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8339'RECOVERED IN GOOD CONDITION.  NOTE-- THERE ARE NO VISIBLE OBSTRUCTIONS
 DH8339'AT THIS STATION EXCEPT FOR TREES TO THE NORTH ON A BLUFF EXTENDING TO
 DH8339'40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8333 ***********************************************************************
 DH8333  DESIGNATION -  2E03
 DH8333  PID         -  DH8333
 DH8333  STATE/COUNTY-  WI/GRANT
 DH8333  COUNTRY     -  US
 DH8333  USGS QUAD   -  BOSCOBEL (2018)
 DH8333
 DH8333                         *CURRENT SURVEY CONTROL
 DH8333  ______________________________________________________________________
 DH8333* NAD 83(1986) POSITION- 43 09 33.5    (N) 090 39 31.0    (W)   HD_HELD2
 DH8333* NAVD 88 ORTHO HEIGHT -   206.909 (meters)      678.83  (feet) ADJUSTED
 DH8333  ______________________________________________________________________
 DH8333  GEOID HEIGHT    -        -33.125 (meters)                     GEOID18
 DH8333  DYNAMIC HEIGHT  -        206.855 (meters)      678.66  (feet) COMP
 DH8333  MODELED GRAVITY -    980,355.1   (mgal)                       NAVD 88
 DH8333
 DH8333  VERT ORDER      -  SECOND    CLASS I
 DH8333
 DH8333.The horizontal coordinates were established by autonomous hand held GPS
 DH8333.observations and have an estimated accuracy of +/- 10 meters.
 DH8333
 DH8333.The orthometric height was determined by differential leveling and
 DH8333.adjusted by the WI DEPT OF TRANSP
 DH8333.in May 2012.
 DH8333
 DH8333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8333.GEOID18 height accuracy estimate available here.
 DH8333
 DH8333.Click photographs - Photos may exist for this station.
 DH8333
 DH8333.The dynamic height is computed by dividing the NAVD 88
 DH8333.geopotential number by the normal gravity value computed on the
 DH8333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8333.degrees latitude (g = 980.6199 gals.).
 DH8333
 DH8333.The modeled gravity was interpolated from observed gravity values.
 DH8333
 DH8333;                    North         East    Units  Estimated Accuracy
 DH8333;SPC WI S     -   128,999.      546,439.      MT  (+/- 10 meters HH2 GPS)
 DH8333
 DH8333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9035281166(NAD 83)
 DH8333
 DH8333                          SUPERSEDED SURVEY CONTROL
 DH8333
 DH8333  NAVD 88 (04/20/07)  206.903  (m)          678.81   (f) SUPERSEDED  2 1
 DH8333
 DH8333.Superseded values are not recommended for survey control.
 DH8333
 DH8333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8333.See file dsdata.pdf to determine how the superseded data were derived.
 DH8333
 DH8333_MARKER: DD = SURVEY DISK
 DH8333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8333_STAMPING: 2E03 2004
 DH8333_MARK LOGO: WIDT
 DH8333_PROJECTION: FLUSH
 DH8333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8333+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2007
 DH8333
 DH8333  HISTORY     - Date     Condition        Report By
 DH8333  HISTORY     - 2004     MONUMENTED       WIDT
 DH8333  HISTORY     - 20071015 GOOD             WIDT
 DH8333
 DH8333                          STATION DESCRIPTION
 DH8333
 DH8333'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8333'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8333'STATION FROM THE JUNCTION OF US HIGHWAY 61 (ELM STREET) WITH STATE
 DH8333'HIGHWAY 133 (PRAIRIE STREET) IN THE CITY OF BOSCOBEL, GO NORTHEAST ON
 DH8333'STATE HIGHWAY 133 (PRAIRIE STREET) FOR 1.95 MI (3.14 KM) TO PRAIRIE DU
 DH8333'BAY ROAD ON THE LEFT, CONTINUE NORTHEAST ON STATE HIGHWAY 133 FOR 1.0
 DH8333'MI (1.61 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8333'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8333'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8333'THE HIGHWAY PAVEMENT.  THE STATION IS 25.7 M (84.3 FT) SOUTHEAST OF
 DH8333'THE CENTERLINE OF STATE HIGHWAY 133, 25.0 M (82.0 FT) WEST-NORTHWEST
 DH8333'OF THE CENTERLINE OF CIRCLE DRIVE, 12.0 M (39.4 FT) EAST OF TELEPHONE
 DH8333'PEDESTAL --2A 4D 19A 18 13/1--, 7.1 M (23.3 FT) NORTHWEST OF THE NORTH
 DH8333'RAIL OF THE RIALROAD, 1.0 M (3.3 FT) SOUTH-SOUTHWEST OF A WHITE
 DH8333'PLASTIC WITNESS POST, 1.0 M (3.3 FT) EAST-NORTHEAST OF A WHITE PLASTIC
 DH8333'WITNESS POST AND 1.0 M (3.3 FT) NORTH-NORTHWEST OF A WHITE PLASTIC
 DH8333'WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8333'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH8333
 DH8333                          STATION RECOVERY (2007)
 DH8333
 DH8333'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8332 ***********************************************************************
 DH8332  DESIGNATION -  2E04
 DH8332  PID         -  DH8332
 DH8332  STATE/COUNTY-  WI/GRANT
 DH8332  COUNTRY     -  US
 DH8332  USGS QUAD   -  BLUE RIVER (2018)
 DH8332
 DH8332                         *CURRENT SURVEY CONTROL
 DH8332  ______________________________________________________________________
 DH8332* NAD 83(1986) POSITION- 43 10 31.3    (N) 090 37 22.0    (W)   HD_HELD2
 DH8332* NAVD 88 ORTHO HEIGHT -   204.650 (meters)      671.42  (feet) ADJUSTED
 DH8332  ______________________________________________________________________
 DH8332  GEOID HEIGHT    -        -33.250 (meters)                     GEOID18
 DH8332  DYNAMIC HEIGHT  -        204.596 (meters)      671.25  (feet) COMP
 DH8332  MODELED GRAVITY -    980,351.9   (mgal)                       NAVD 88
 DH8332
 DH8332  VERT ORDER      -  SECOND    CLASS I
 DH8332
 DH8332.The horizontal coordinates were established by autonomous hand held GPS
 DH8332.observations and have an estimated accuracy of +/- 10 meters.
 DH8332
 DH8332.The orthometric height was determined by differential leveling and
 DH8332.adjusted by the WI DEPT OF TRANSP
 DH8332.in May 2012.
 DH8332
 DH8332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8332.GEOID18 height accuracy estimate available here.
 DH8332
 DH8332.Click photographs - Photos may exist for this station.
 DH8332
 DH8332.The dynamic height is computed by dividing the NAVD 88
 DH8332.geopotential number by the normal gravity value computed on the
 DH8332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8332.degrees latitude (g = 980.6199 gals.).
 DH8332
 DH8332.The modeled gravity was interpolated from observed gravity values.
 DH8332
 DH8332;                    North         East    Units  Estimated Accuracy
 DH8332;SPC WI S     -   130,760.      549,366.      MT  (+/- 10 meters HH2 GPS)
 DH8332
 DH8332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9321583032(NAD 83)
 DH8332
 DH8332                          SUPERSEDED SURVEY CONTROL
 DH8332
 DH8332  NAVD 88 (04/20/07)  204.645  (m)          671.41   (f) SUPERSEDED  2 1
 DH8332
 DH8332.Superseded values are not recommended for survey control.
 DH8332
 DH8332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8332.See file dsdata.pdf to determine how the superseded data were derived.
 DH8332
 DH8332_MARKER: DD = SURVEY DISK
 DH8332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8332_SP_SET: ABUTMENT
 DH8332_STAMPING: 2E04 2004
 DH8332_MARK LOGO: WIDT
 DH8332_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8332+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2007
 DH8332
 DH8332  HISTORY     - Date     Condition        Report By
 DH8332  HISTORY     - 2004     MONUMENTED       WIDT
 DH8332  HISTORY     - 20071015 GOOD             WIDT
 DH8332
 DH8332                          STATION DESCRIPTION
 DH8332
 DH8332'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8332'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8332'STATION FROM THE JUNCTION OF STATE HIGHWAY 133 (EXCHANGE STREET) WITH
 DH8332'COUNTY HIGHWAY T (EAST STREET) IN THE VILLAGE OF BLUE RIVER, GO
 DH8332'WEST-SOUTHWEST ON STATE HIGHWAY 133 (EXCHANGE STREET) FOR 0.8 MI (1.29
 DH8332'KM) TO OLD C ROAD ON THE LEFT, CONTINUE WEST-SOUTHWEST ON STATE
 DH8332'HIGHWAY 133 FOR 2.1 MI (3.38 KM) TO THE STATION ON THE RIGHT.  THE
 DH8332'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8332'SURVEY CONTROL STATION DISK SET IN THE EAST END OF THE NORTH ABUTMENT
 DH8332'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.8 M (19.0 FT)
 DH8332'NORTH OF THE CENTERLINE OF STATE HIGHWAY 133, 37.6 M (123.4 FT) EAST
 DH8332'OF THE WEST END OF THE NORTHERN GUARDRAIL, 16.2 M (53.1 FT)
 DH8332'SOUTH-SOUTHWEST OF POWERPOLE --8-2W-15 11/47--, AND 4.1 M (13.5 FT)
 DH8332'SOUTH-SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8332'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8332'ABOVE THE HORIZON EXCEPT FOR THE POWER POLE TO THE NORTH-NORTHWEST
 DH8332'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DH8332
 DH8332                          STATION RECOVERY (2007)
 DH8332
 DH8332'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8332'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.1 M WEST OF A
 DH8332'WHITE PLASTIC WITNESS POST.  ---NOTE--- THE STATION IS SET IN THE TOP
 DH8332'OF THE NORTH END OF THE EAST ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8331 ***********************************************************************
 DH8331  DESIGNATION -  2E05
 DH8331  PID         -  DH8331
 DH8331  STATE/COUNTY-  WI/GRANT
 DH8331  COUNTRY     -  US
 DH8331  USGS QUAD   -  BLUE RIVER (2018)
 DH8331
 DH8331                         *CURRENT SURVEY CONTROL
 DH8331  ______________________________________________________________________
 DH8331* NAD 83(1986) POSITION- 43 10 44.6    (N) 090 36 23.6    (W)   HD_HELD2
 DH8331* NAVD 88 ORTHO HEIGHT -   203.805 (meters)      668.65  (feet) ADJUSTED
 DH8331  ______________________________________________________________________
 DH8331  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 DH8331  DYNAMIC HEIGHT  -        203.751 (meters)      668.47  (feet) COMP
 DH8331  MODELED GRAVITY -    980,352.1   (mgal)                       NAVD 88
 DH8331
 DH8331  VERT ORDER      -  SECOND    CLASS I
 DH8331
 DH8331.The horizontal coordinates were established by autonomous hand held GPS
 DH8331.observations and have an estimated accuracy of +/- 10 meters.
 DH8331
 DH8331.The orthometric height was determined by differential leveling and
 DH8331.adjusted by the WI DEPT OF TRANSP
 DH8331.in May 2012.
 DH8331
 DH8331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8331.GEOID18 height accuracy estimate available here.
 DH8331
 DH8331.Click photographs - Photos may exist for this station.
 DH8331
 DH8331.The dynamic height is computed by dividing the NAVD 88
 DH8331.geopotential number by the normal gravity value computed on the
 DH8331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8331.degrees latitude (g = 980.6199 gals.).
 DH8331
 DH8331.The modeled gravity was interpolated from observed gravity values.
 DH8331
 DH8331;                    North         East    Units  Estimated Accuracy
 DH8331;SPC WI S     -   131,161.      550,688.      MT  (+/- 10 meters HH2 GPS)
 DH8331
 DH8331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9452183479(NAD 83)
 DH8331
 DH8331                          SUPERSEDED SURVEY CONTROL
 DH8331
 DH8331  NAVD 88 (04/20/07)  203.799  (m)          668.63   (f) SUPERSEDED  2 1
 DH8331
 DH8331.Superseded values are not recommended for survey control.
 DH8331
 DH8331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8331.See file dsdata.pdf to determine how the superseded data were derived.
 DH8331
 DH8331_MARKER: DD = SURVEY DISK
 DH8331_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8331_SP_SET: ABUTMENT
 DH8331_STAMPING: 2E05 2004
 DH8331_MARK LOGO: WIDT
 DH8331_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8331+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2007
 DH8331
 DH8331  HISTORY     - Date     Condition        Report By
 DH8331  HISTORY     - 2004     MONUMENTED       WIDT
 DH8331  HISTORY     - 20071015 GOOD             WIDT
 DH8331
 DH8331                          STATION DESCRIPTION
 DH8331
 DH8331'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8331'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8331'STATION FROM THE JUNCTION OF STATE HIGHWAY 133 (EXCHANGE STREET) WITH
 DH8331'COUNTY HIGHWAY T (EAST STREET) IN THE VILLAGE OF BLUE RIVER, GO
 DH8331'WEST-SOUTHWEST ON STATE HIGHWAY 133 (EXCHANGE STREET) FOR 0.8 MI (1.29
 DH8331'KM) TO OLD C ROAD ON THE LEFT, CONTINUE WEST-SOUTHWEST ON STATE
 DH8331'HIGHWAY 133 FOR 1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT.  THE
 DH8331'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION DISK SET IN
 DH8331'THE WEST END OF THE NORTH ABUTMENT ABOUT LEVEL WITH THE HIGHWAY
 DH8331'PAVEMENT.  THE STATION IS 5.8 M (19.0 FT) WEST OF THE CENTERLINE OF
 DH8331'STATE HIGHWAY 133, 45.1 M (148.0 FT) EAST-NORTHEAST OF THE WEST END ON
 DH8331'THE NORTH GUARD RAIL, 38.7 M (127.0 FT) SOUTHWEST OF A WOOD POST FOR A
 DH8331'--ADOPT A HIGHWAY SPONSOR YONASH AUTO BODY-- SIGN, 6.0 M (19.7 FT)
 DH8331'EAST-NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8331'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE
 DH8331'NORTHWEST EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
 DH8331
 DH8331                          STATION RECOVERY (2007)
 DH8331
 DH8331'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8331'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.3 M EAST OF A
 DH8331'WHITE PLASTIC WITNESS POST.  ---NOTE--- THE STATION IS SET IN THE TOP
 DH8331'OF THE NORTH END OF THE WEST BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8330 ***********************************************************************
 DH8330  DESIGNATION -  2E06
 DH8330  PID         -  DH8330
 DH8330  STATE/COUNTY-  WI/GRANT
 DH8330  COUNTRY     -  US
 DH8330  USGS QUAD   -  BLUE RIVER (2018)
 DH8330
 DH8330                         *CURRENT SURVEY CONTROL
 DH8330  ______________________________________________________________________
 DH8330* NAD 83(1986) POSITION- 43 11 20.0    (N) 090 33 37.3    (W)   HD_HELD2
 DH8330* NAVD 88 ORTHO HEIGHT -   205.895 (meters)      675.51  (feet) ADJUSTED
 DH8330  ______________________________________________________________________
 DH8330  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 DH8330  DYNAMIC HEIGHT  -        205.842 (meters)      675.33  (feet) COMP
 DH8330  MODELED GRAVITY -    980,357.5   (mgal)                       NAVD 88
 DH8330
 DH8330  VERT ORDER      -  SECOND    CLASS I
 DH8330
 DH8330.The horizontal coordinates were established by autonomous hand held GPS
 DH8330.observations and have an estimated accuracy of +/- 10 meters.
 DH8330
 DH8330.The orthometric height was determined by differential leveling and
 DH8330.adjusted by the WI DEPT OF TRANSP
 DH8330.in May 2012.
 DH8330
 DH8330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8330.GEOID18 height accuracy estimate available here.
 DH8330
 DH8330.Click photographs - Photos may exist for this station.
 DH8330
 DH8330.The dynamic height is computed by dividing the NAVD 88
 DH8330.geopotential number by the normal gravity value computed on the
 DH8330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8330.degrees latitude (g = 980.6199 gals.).
 DH8330
 DH8330.The modeled gravity was interpolated from observed gravity values.
 DH8330
 DH8330;                    North         East    Units  Estimated Accuracy
 DH8330;SPC WI S     -   132,227.      554,451.      MT  (+/- 10 meters HH2 GPS)
 DH8330
 DH8330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9824484680(NAD 83)
 DH8330
 DH8330                          SUPERSEDED SURVEY CONTROL
 DH8330
 DH8330  NAVD 88 (04/20/07)  205.889  (m)          675.49   (f) SUPERSEDED  2 1
 DH8330
 DH8330.Superseded values are not recommended for survey control.
 DH8330
 DH8330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8330.See file dsdata.pdf to determine how the superseded data were derived.
 DH8330
 DH8330_MARKER: DD = SURVEY DISK
 DH8330_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8330_SP_SET: BRIDGE ABUTMENT
 DH8330_STAMPING: 2E06 2004
 DH8330_MARK LOGO: WIDT
 DH8330_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8330+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2007
 DH8330
 DH8330  HISTORY     - Date     Condition        Report By
 DH8330  HISTORY     - 2004     MONUMENTED       WIDT
 DH8330  HISTORY     - 20071015 GOOD             WIDT
 DH8330
 DH8330                          STATION DESCRIPTION
 DH8330
 DH8330'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8330'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8330'STATION FROM THE JUNCTION OF STATE HIGHWAY 133 (EXCHANGE STREET) WITH
 DH8330'COUNTY HIGHWAY T (EAST STREET) IN THE VILLAGE OF BLUE RIVER, GO EAST
 DH8330'ON STATE HIGHWAY 133 (EXCHANGE STREET) FOR 0.4 MI (0.64 KM) TO THE
 DH8330'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8330'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH
 DH8330'END OF THE EAST PARAPET OF A BRIDGE ABOUT LEVEL WITH THE HIGHWAY
 DH8330'PAVEMENT.  THE STATION IS 6.3 M (20.7 FT) NORTH OF THE CENTERLINE OF
 DH8330'STATE HIGHWAY 133, 48.2 M (158.1 FT) WEST OF THE EAST END OF THE NORTH
 DH8330'GUARDRAIL AND 4.8 M (15.7 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DH8330'POST. ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 DH8330'TO TREES IN THE NORTHWEST, NORTH AND NORTHEAST EXTENDING HIGHER THAN
 DH8330'40 DEGREES ABOVE THE HORIZON, TREES IN THE SOUTH EXTENDING HIGHER THAN
 DH8330'30 DEGREES ABOVE THE HORIZON AND TREES IN THE SOUTHWEST EXTENDING
 DH8330'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH8330
 DH8330                          STATION RECOVERY (2007)
 DH8330
 DH8330'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8330'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST OF A
 DH8330'WHITE PLASTIC WITNESS POST.  ---NOTE--- THE STATION IS SET IN THE TOP
 DH8330'OF THE NORTH END OF THE EAST BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8329 ***********************************************************************
 DH8329  DESIGNATION -  2E07
 DH8329  PID         -  DH8329
 DH8329  STATE/COUNTY-  WI/GRANT
 DH8329  COUNTRY     -  US
 DH8329  USGS QUAD   -  BLUE RIVER (2018)
 DH8329
 DH8329                         *CURRENT SURVEY CONTROL
 DH8329  ______________________________________________________________________
 DH8329* NAD 83(1986) POSITION- 43 11 14.1    (N) 090 31 58.9    (W)   HD_HELD2
 DH8329* NAVD 88 ORTHO HEIGHT -   207.734 (meters)      681.54  (feet) ADJUSTED
 DH8329  ______________________________________________________________________
 DH8329  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 DH8329  DYNAMIC HEIGHT  -        207.680 (meters)      681.36  (feet) COMP
 DH8329  MODELED GRAVITY -    980,353.2   (mgal)                       NAVD 88
 DH8329
 DH8329  VERT ORDER      -  SECOND    CLASS I
 DH8329
 DH8329.The horizontal coordinates were established by autonomous hand held GPS
 DH8329.observations and have an estimated accuracy of +/- 10 meters.
 DH8329
 DH8329.The orthometric height was determined by differential leveling and
 DH8329.adjusted by the WI DEPT OF TRANSP
 DH8329.in May 2012.
 DH8329
 DH8329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8329.GEOID18 height accuracy estimate available here.
 DH8329
 DH8329.Click photographs - Photos may exist for this station.
 DH8329
 DH8329.The dynamic height is computed by dividing the NAVD 88
 DH8329.geopotential number by the normal gravity value computed on the
 DH8329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8329.degrees latitude (g = 980.6199 gals.).
 DH8329
 DH8329.The modeled gravity was interpolated from observed gravity values.
 DH8329
 DH8329;                    North         East    Units  Estimated Accuracy
 DH8329;SPC WI S     -   132,030.      556,672.      MT  (+/- 10 meters HH2 GPS)
 DH8329
 DH8329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0047184563(NAD 83)
 DH8329
 DH8329                          SUPERSEDED SURVEY CONTROL
 DH8329
 DH8329  NAVD 88 (04/20/07)  207.728  (m)          681.52   (f) SUPERSEDED  2 1
 DH8329
 DH8329.Superseded values are not recommended for survey control.
 DH8329
 DH8329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8329.See file dsdata.pdf to determine how the superseded data were derived.
 DH8329
 DH8329_MARKER: DD = SURVEY DISK
 DH8329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8329_STAMPING: 2E07 2004
 DH8329_MARK LOGO: WIDT
 DH8329_PROJECTION: FLUSH
 DH8329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8329+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2007
 DH8329
 DH8329  HISTORY     - Date     Condition        Report By
 DH8329  HISTORY     - 2004     MONUMENTED       WIDT
 DH8329  HISTORY     - 20071015 GOOD             WIDT
 DH8329
 DH8329                          STATION DESCRIPTION
 DH8329
 DH8329'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8329'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8329'STATION FROM THE JUNCTION OF STATE HIGHWAY 133 (EXCHANGE STREET) WITH
 DH8329'COUNTY HIGHWAY T (EAST STREET) IN THE VILLAGE OF BLUE RIVER, GO EAST
 DH8329'ON STATE HIGHWAY 133 (EXCHANGE STREET) FOR 1.8 MI (2.9 KM) TO THE
 DH8329'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8329'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8329'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8329'THE STATION IS 9.4 M (30.8 FT) NORTH OF THE CENTERLINE OF STATE
 DH8329'HIGHWAY 133, 32.3 M (106.0 FT) NORTHWEST OF A POWERPOLE, 31.5 M (103.3
 DH8329'FT) EAST OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN, 0.5 M (1.6 FT)
 DH8329'SOUTH OF A WIRE FENCE, 1.0 M (3.3 FT) EAST OF AN ORANGE 4X4 PLASTIC
 DH8329'WITNESS POST AND 1.0 M (3.3 FT) WEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH8329'POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8329'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8329
 DH8329                          STATION RECOVERY (2007)
 DH8329
 DH8329'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8329'RECOVERED IN GOOD CONDITION.
 DH8329'ADD-- THE STATION IS 0.25 MILE WEST OF WRIGHTMAN ROAD, 80.5 M EAST OF
 DH8329'GRAVEL PRIVATE ENTRANCE --2214   2218--, 26.5 M NORTH-NORTHWEST OF A
 DH8329'POWER POLE, 7.6 M SOUTHEAST OF THE TOP CENTER OF A TELEPHONE PEDESTAL,
 DH8329'7.5 M EAST OF A WOOD POST WITH AN ORANGE --WARNING FIBER OPTIC CABLE--
 DH8329'SIGN ATTACHED, 4.5 M EAST OF A --NO PASSING ZONE-- METAL SIGN POST,
 DH8329'AND 1.0 M EAST AND 1.0 M WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DH8329'---NOTE--- A CHUNK OF CONCRETE HAS BEEN REMOVED FROM THE WEST EDGE OF
 DH8329'THE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8328 ***********************************************************************
 DH8328  DESIGNATION -  2E08
 DH8328  PID         -  DH8328
 DH8328  STATE/COUNTY-  WI/GRANT
 DH8328  COUNTRY     -  US
 DH8328  USGS QUAD   -  MUSCODA (2018)
 DH8328
 DH8328                         *CURRENT SURVEY CONTROL
 DH8328  ______________________________________________________________________
 DH8328* NAD 83(1986) POSITION- 43 10 28.0    (N) 090 27 59.6    (W)   HD_HELD2
 DH8328* NAVD 88 ORTHO HEIGHT -   208.470 (meters)      683.96  (feet) ADJUSTED
 DH8328  ______________________________________________________________________
 DH8328  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 DH8328  DYNAMIC HEIGHT  -        208.416 (meters)      683.78  (feet) COMP
 DH8328  MODELED GRAVITY -    980,355.0   (mgal)                       NAVD 88
 DH8328
 DH8328  VERT ORDER      -  SECOND    CLASS I
 DH8328
 DH8328.The horizontal coordinates were established by autonomous hand held GPS
 DH8328.observations and have an estimated accuracy of +/- 10 meters.
 DH8328
 DH8328.The orthometric height was determined by differential leveling and
 DH8328.adjusted by the WI DEPT OF TRANSP
 DH8328.in May 2012.
 DH8328
 DH8328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8328.GEOID18 height accuracy estimate available here.
 DH8328
 DH8328.Click photographs - Photos may exist for this station.
 DH8328
 DH8328.The dynamic height is computed by dividing the NAVD 88
 DH8328.geopotential number by the normal gravity value computed on the
 DH8328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8328.degrees latitude (g = 980.6199 gals.).
 DH8328
 DH8328.The modeled gravity was interpolated from observed gravity values.
 DH8328
 DH8328;                    North         East    Units  Estimated Accuracy
 DH8328;SPC WI S     -   130,575.      562,067.      MT  (+/- 10 meters HH2 GPS)
 DH8328
 DH8328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0591683302(NAD 83)
 DH8328
 DH8328                          SUPERSEDED SURVEY CONTROL
 DH8328
 DH8328  NAVD 88 (04/20/07)  208.463  (m)          683.93   (f) SUPERSEDED  2 1
 DH8328
 DH8328.Superseded values are not recommended for survey control.
 DH8328
 DH8328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8328.See file dsdata.pdf to determine how the superseded data were derived.
 DH8328
 DH8328_MARKER: DD = SURVEY DISK
 DH8328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8328_STAMPING: 2E08 2004
 DH8328_MARK LOGO: WIDT
 DH8328_PROJECTION: FLUSH
 DH8328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8328+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DH8328
 DH8328  HISTORY     - Date     Condition        Report By
 DH8328  HISTORY     - 2004     MONUMENTED       WIDT
 DH8328  HISTORY     - 20071010 GOOD             WIDT
 DH8328
 DH8328                          STATION DESCRIPTION
 DH8328
 DH8328'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8328'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8328'STATE HIGHWAY 80 AND STATE HIGHWAY 133 AND WISCONSIN AVENUE WITH STATE
 DH8328'HIGHWAY 80, STATE HIGHWAY 133 AND COUNTY HIGHWAY G (CATHERINE STREET)
 DH8328'IN THE VILLAGE OF MUSCODA, GO SOUTHWEST ON COUNTY HIGHWAY G (CATHERINE
 DH8328'STREET) FOR 1.2 MI (1.93 KM) TO BLUE RIVER ROAD ON THE RIGHT, CONTINUE
 DH8328'SOUTHWEST ON COUNTY HIGHWAY G FOR 0.15 MI (0.24 KM) TO THE STATION ON
 DH8328'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8328'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8328'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8328'THE STATION IS 8.5 M (27.9 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DH8328'HIGHWAY G, 144 M (472.4 FT) WEST-SOUTHWEST OF A PRIVATE ENTRANCE
 DH8328'TO--MUSCODA STOCK YARD--, 1.2 M (3.9 FT) SOUTHEAST OF A WIRE FENCE,
 DH8328'1.0 M (3.3 FT) SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 DH8328'(3.3 FT) SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M
 DH8328'(3.3 FT) NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---
 DH8328'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DH8328'DEGREES ABOVE THE HORIZON.
 DH8328
 DH8328                          STATION RECOVERY (2007)
 DH8328
 DH8328'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8327 ***********************************************************************
 DH8327  DESIGNATION -  2E09
 DH8327  PID         -  DH8327
 DH8327  STATE/COUNTY-  WI/IOWA
 DH8327  COUNTRY     -  US
 DH8327  USGS QUAD   -  MUSCODA (2018)
 DH8327
 DH8327                         *CURRENT SURVEY CONTROL
 DH8327  ______________________________________________________________________
 DH8327* NAD 83(1986) POSITION- 43 11 01.1    (N) 090 24 21.0    (W)   HD_HELD2
 DH8327* NAVD 88 ORTHO HEIGHT -   209.577 (meters)      687.59  (feet) ADJUSTED
 DH8327  ______________________________________________________________________
 DH8327  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 DH8327  DYNAMIC HEIGHT  -        209.521 (meters)      687.40  (feet) COMP
 DH8327  MODELED GRAVITY -    980,346.0   (mgal)                       NAVD 88
 DH8327
 DH8327  VERT ORDER      -  SECOND    CLASS I
 DH8327
 DH8327.The horizontal coordinates were established by autonomous hand held GPS
 DH8327.observations and have an estimated accuracy of +/- 10 meters.
 DH8327
 DH8327.The orthometric height was determined by differential leveling and
 DH8327.adjusted by the WI DEPT OF TRANSP
 DH8327.in May 2012.
 DH8327
 DH8327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8327.GEOID18 height accuracy estimate available here.
 DH8327
 DH8327.Click photographs - Photos may exist for this station.
 DH8327
 DH8327.The dynamic height is computed by dividing the NAVD 88
 DH8327.geopotential number by the normal gravity value computed on the
 DH8327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8327.degrees latitude (g = 980.6199 gals.).
 DH8327
 DH8327.The modeled gravity was interpolated from observed gravity values.
 DH8327
 DH8327;                    North         East    Units  Estimated Accuracy
 DH8327;SPC WI S     -   131,571.      567,009.      MT  (+/- 10 meters HH2 GPS)
 DH8327
 DH8327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1082084475(NAD 83)
 DH8327
 DH8327                          SUPERSEDED SURVEY CONTROL
 DH8327
 DH8327  NAVD 88 (04/20/07)  209.570  (m)          687.56   (f) SUPERSEDED  2 1
 DH8327
 DH8327.Superseded values are not recommended for survey control.
 DH8327
 DH8327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8327.See file dsdata.pdf to determine how the superseded data were derived.
 DH8327
 DH8327_MARKER: DD = SURVEY DISK
 DH8327_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8327_SP_SET: ABUTMENT
 DH8327_STAMPING: 2E09 2004
 DH8327_MARK LOGO: WIDT
 DH8327_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8327+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DH8327
 DH8327  HISTORY     - Date     Condition        Report By
 DH8327  HISTORY     - 2004     MONUMENTED       WIDT
 DH8327  HISTORY     - 20071002 GOOD             WIDT
 DH8327
 DH8327                          STATION DESCRIPTION
 DH8327
 DH8327'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8327'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8327'STATION FROM EASTERN MOST JUNCTION OF STATE HIGHWAY 80 NORTH AND STATE
 DH8327'HIGHWAY 133 SOUTH WITH STATE HIGHWAY 80 SOUTH ABOUT 1 MI (1.61 KM)
 DH8327'WEST OF THE VILLAGE OF AVOCA, GO WEST ON STATE HIGHWAY 80 NORTH AND
 DH8327'STATE HIGHWAY 133 SOUTH FOR 2.0 MI (3.22 KM) TO PRAIRIE ROAD ON THE
 DH8327'LEFT, CONTINUE WEST ON STATE HIGHWAY 80 NORTH AND STATE HIGHWAY 133
 DH8327'NORTH FOR 0.8 MI (1.29 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 DH8327'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8327'CONTROL STATION DISK SET IN THE EAST END OF THE SOUTH ABUTMENT.  THE
 DH8327'STATION IS 5.3 M (17.4 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 80
 DH8327'NORTH AND STATE HIGHWAY 133 NORTH, 19.8 M (65.0 FT) SOUTHWEST OF WOOD
 DH8327'POST FOR A --NO PASSING ZONE-- SIGN, 15.1 M (49.5 FT) EAST-NORTHEAST
 DH8327'OF POWER POLE --8-1-8 8/27--, AND 0.8 M (2.6 FT) NORTHEAST OF A WHITE
 DH8327'PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8327'OBSERVATIONS DUE TO TREES TO THE SOUTH EXTENDING TO 40 DEGREES ABOVE
 DH8327'THE HORIZON.
 DH8327
 DH8327                          STATION RECOVERY (2007)
 DH8327
 DH8327'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8326 ***********************************************************************
 DH8326  DESIGNATION -  2E10
 DH8326  PID         -  DH8326
 DH8326  STATE/COUNTY-  WI/IOWA
 DH8326  COUNTRY     -  US
 DH8326  USGS QUAD   -  MUSCODA (2018)
 DH8326
 DH8326                         *CURRENT SURVEY CONTROL
 DH8326  ______________________________________________________________________
 DH8326* NAD 83(1986) POSITION- 43 11 00.8    (N) 090 22 40.7    (W)   HD_HELD2
 DH8326* NAVD 88 ORTHO HEIGHT -   214.130 (meters)      702.52  (feet) ADJUSTED
 DH8326  ______________________________________________________________________
 DH8326  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 DH8326  DYNAMIC HEIGHT  -        214.071 (meters)      702.33  (feet) COMP
 DH8326  MODELED GRAVITY -    980,340.4   (mgal)                       NAVD 88
 DH8326
 DH8326  VERT ORDER      -  SECOND    CLASS I
 DH8326
 DH8326.The horizontal coordinates were established by autonomous hand held GPS
 DH8326.observations and have an estimated accuracy of +/- 10 meters.
 DH8326
 DH8326.The orthometric height was determined by differential leveling and
 DH8326.adjusted by the WI DEPT OF TRANSP
 DH8326.in May 2012.
 DH8326
 DH8326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8326.GEOID18 height accuracy estimate available here.
 DH8326
 DH8326.Click photographs - Photos may exist for this station.
 DH8326
 DH8326.The dynamic height is computed by dividing the NAVD 88
 DH8326.geopotential number by the normal gravity value computed on the
 DH8326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8326.degrees latitude (g = 980.6199 gals.).
 DH8326
 DH8326.The modeled gravity was interpolated from observed gravity values.
 DH8326
 DH8326;                    North         East    Units  Estimated Accuracy
 DH8326;SPC WI S     -   131,551.      569,274.      MT  (+/- 10 meters HH2 GPS)
 DH8326
 DH8326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1308484536(NAD 83)
 DH8326
 DH8326                          SUPERSEDED SURVEY CONTROL
 DH8326
 DH8326  NAVD 88 (04/20/07)  214.122  (m)          702.50   (f) SUPERSEDED  2 1
 DH8326
 DH8326.Superseded values are not recommended for survey control.
 DH8326
 DH8326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8326.See file dsdata.pdf to determine how the superseded data were derived.
 DH8326
 DH8326_MARKER: DD = SURVEY DISK
 DH8326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8326_STAMPING: 2E10 2004
 DH8326_MARK LOGO: WIDT
 DH8326_PROJECTION: FLUSH
 DH8326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8326+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DH8326
 DH8326  HISTORY     - Date     Condition        Report By
 DH8326  HISTORY     - 2004     MONUMENTED       WIDT
 DH8326  HISTORY     - 20071002 GOOD             WIDT
 DH8326
 DH8326                          STATION DESCRIPTION
 DH8326
 DH8326'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8326'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8326'STATION FROM THE EASTERN MOST JUNCTION OF STATE HIGHWAY 80 NORTH AND
 DH8326'STATE HIGHWAY 133 SOUTH WITH STATE HIGHWAY 80 SOUTH ABOUT 1 MI (1.61
 DH8326'KM) WEST OF THE VILLAGE OF AVOCA, GO WEST ON STATE HIGHWAY 80 NORTH
 DH8326'AND STATE HIGHWAY 133 SOUTH FOR 1.4 MI (2.25 KM) TO THE STATION ON THE
 DH8326'RIGHT.   THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8326'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8326'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8326'THE STATION IS 18.2 M (59.7 FT) NORTH OF THE CENTERLINE OF STATE
 DH8326'HIGHWAY 80 NORTH AND STATE HIGHWAY 133 SOUTH, 50.4 M (165.4 FT)
 DH8326'NORTHEAST OF POWERPOLE --8-1-9 28/25--, 47.0 M (154.2 FT)
 DH8326'WEST-NORTHWEST OF A TELEPHONE PEDESTAL, 7.9 M (25.9 FT) SOUTH OF THE
 DH8326'SOUTHERN RAIL FOR A RAILROAD, 1.0 M (3.3 FT) WEST-NORTHWEST OF A WHITE
 DH8326'PLASTIC WITNESS POST, 1.0 M (3.3 FT) EAST-NORTHEAST OF A WHITE PLASTIC
 DH8326'WITNESS POST AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DH8326'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8326'THAN 10 DEGREES ABOVE THE HORIZON.
 DH8326
 DH8326                          STATION RECOVERY (2007)
 DH8326
 DH8326'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8325 ***********************************************************************
 DH8325  DESIGNATION -  2E11
 DH8325  PID         -  DH8325
 DH8325  STATE/COUNTY-  WI/IOWA
 DH8325  COUNTRY     -  US
 DH8325  USGS QUAD   -  AVOCA (2018)
 DH8325
 DH8325                         *CURRENT SURVEY CONTROL
 DH8325  ______________________________________________________________________
 DH8325* NAD 83(1986) POSITION- 43 10 57.3    (N) 090 18 17.8    (W)   HD_HELD2
 DH8325* NAVD 88 ORTHO HEIGHT -   213.659 (meters)      700.98  (feet) ADJUSTED
 DH8325  ______________________________________________________________________
 DH8325  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 DH8325  DYNAMIC HEIGHT  -        213.602 (meters)      700.79  (feet) COMP
 DH8325  MODELED GRAVITY -    980,353.1   (mgal)                       NAVD 88
 DH8325
 DH8325  VERT ORDER      -  SECOND    CLASS I
 DH8325
 DH8325.The horizontal coordinates were established by autonomous hand held GPS
 DH8325.observations and have an estimated accuracy of +/- 10 meters.
 DH8325
 DH8325.The orthometric height was determined by differential leveling and
 DH8325.adjusted by the WI DEPT OF TRANSP
 DH8325.in May 2012.
 DH8325
 DH8325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8325.GEOID18 height accuracy estimate available here.
 DH8325
 DH8325.Click photographs - Photos may exist for this station.
 DH8325
 DH8325.The dynamic height is computed by dividing the NAVD 88
 DH8325.geopotential number by the normal gravity value computed on the
 DH8325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8325.degrees latitude (g = 980.6199 gals.).
 DH8325
 DH8325.The modeled gravity was interpolated from observed gravity values.
 DH8325
 DH8325;                    North         East    Units  Estimated Accuracy
 DH8325;SPC WI S     -   131,419.      575,210.      MT  (+/- 10 meters HH2 GPS)
 DH8325
 DH8325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1902384617(NAD 83)
 DH8325
 DH8325                          SUPERSEDED SURVEY CONTROL
 DH8325
 DH8325  NAVD 88 (04/20/07)  213.650  (m)          700.95   (f) SUPERSEDED  2 1
 DH8325
 DH8325.Superseded values are not recommended for survey control.
 DH8325
 DH8325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8325.See file dsdata.pdf to determine how the superseded data were derived.
 DH8325
 DH8325_MARKER: DD = SURVEY DISK
 DH8325_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8325_SP_SET: ABUTMENT
 DH8325_STAMPING: 2E11 2004
 DH8325_MARK LOGO: WIDT
 DH8325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8325+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DH8325
 DH8325  HISTORY     - Date     Condition        Report By
 DH8325  HISTORY     - 2004     MONUMENTED       WIDT
 DH8325  HISTORY     - 20071002 GOOD             WIDT
 DH8325
 DH8325                          STATION DESCRIPTION
 DH8325
 DH8325'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8325'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8325'STATION FROM THE JUNCTION OF STATE HIGHWAY 133 WITH COUNTY HIGHWAY
 DH8325'NORTH ABOUT 1 MI (1.61 KM) EAST OF THE VILLAGE OF AVOCA, GO EAST ON
 DH8325'STATE HIGHWAY 133 FOR 0.1 MI (0.16 KM) TO THE STATION ON THE LEFT.
 DH8325'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8325'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH END OF THE EAST
 DH8325'ABUTMENT ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.2 M
 DH8325'(17.1 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 133, 48.8 M (160.1
 DH8325'FT) EAST-NORTHEAST OF A WOOD POST FOR A --DEER NEXT 2-- SIGN, 24.1 M
 DH8325'(79.1 FT) SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 7.0 M (23.0
 DH8325'FT) WEST OF THE CENTERLINE OF PRIVATE ENTRANCE --1898--, AND 0.7 M
 DH8325'(2.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH8325'IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE TREES TO THE NORTH AND
 DH8325'SOUTH EXTENDING TO 20 AND 30 DEGREES ABOVE THE HORIZON RESPECTIVELY.
 DH8325
 DH8325                          STATION RECOVERY (2007)
 DH8325
 DH8325'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8324 ***********************************************************************
 DH8324  DESIGNATION -  2F01
 DH8324  PID         -  DH8324
 DH8324  STATE/COUNTY-  WI/IOWA
 DH8324  COUNTRY     -  US
 DH8324  USGS QUAD   -  LONE ROCK (2018)
 DH8324
 DH8324                         *CURRENT SURVEY CONTROL
 DH8324  ______________________________________________________________________
 DH8324* NAD 83(1986) POSITION- 43 10 37.3    (N) 090 14 10.2    (W)   HD_HELD2
 DH8324* NAVD 88 ORTHO HEIGHT -   213.438 (meters)      700.25  (feet) ADJUSTED
 DH8324  ______________________________________________________________________
 DH8324  GEOID HEIGHT    -        -33.988 (meters)                     GEOID18
 DH8324  DYNAMIC HEIGHT  -        213.382 (meters)      700.07  (feet) COMP
 DH8324  MODELED GRAVITY -    980,349.9   (mgal)                       NAVD 88
 DH8324
 DH8324  VERT ORDER      -  SECOND    CLASS I
 DH8324
 DH8324.The horizontal coordinates were established by autonomous hand held GPS
 DH8324.observations and have an estimated accuracy of +/- 10 meters.
 DH8324
 DH8324.The orthometric height was determined by differential leveling and
 DH8324.adjusted by the WI DEPT OF TRANSP
 DH8324.in May 2012.
 DH8324
 DH8324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8324.GEOID18 height accuracy estimate available here.
 DH8324
 DH8324.Click photographs - Photos may exist for this station.
 DH8324
 DH8324.The dynamic height is computed by dividing the NAVD 88
 DH8324.geopotential number by the normal gravity value computed on the
 DH8324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8324.degrees latitude (g = 980.6199 gals.).
 DH8324
 DH8324.The modeled gravity was interpolated from observed gravity values.
 DH8324
 DH8324;                    North         East    Units  Estimated Accuracy
 DH8324;SPC WI S     -   130,783.      580,799.      MT  (+/- 10 meters HH2 GPS)
 DH8324
 DH8324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2463384182(NAD 83)
 DH8324
 DH8324                          SUPERSEDED SURVEY CONTROL
 DH8324
 DH8324  NAVD 88 (04/20/07)  213.430  (m)          700.23   (f) SUPERSEDED  2 1
 DH8324
 DH8324.Superseded values are not recommended for survey control.
 DH8324
 DH8324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8324.See file dsdata.pdf to determine how the superseded data were derived.
 DH8324
 DH8324_MARKER: DD = SURVEY DISK
 DH8324_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8324_SP_SET: HEADWALL
 DH8324_STAMPING: 2F01 2004
 DH8324_MARK LOGO: WIDT
 DH8324_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8324+STABILITY: SURFACE MOTION
 DH8324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8324+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DH8324
 DH8324  HISTORY     - Date     Condition        Report By
 DH8324  HISTORY     - 2004     MONUMENTED       WIDT
 DH8324  HISTORY     - 20071002 GOOD             WIDT
 DH8324
 DH8324                          STATION DESCRIPTION
 DH8324
 DH8324'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8324'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8324'STATION FROM THE JUNCTION OF STATE HIGHWAY 130 AND STATE HIGHWAY 133
 DH8324'NORTH WITH STATE HIGHWAY 133 SOUTH ABOUT 1 MI (1.61 KM) SOUTH OF THE
 DH8324'VILLAGE OF LONE ROCK, GO WEST ON STATE HIGHWAY 133 SOUTH FOR 2.1 MI
 DH8324'(3.38 KM) TO BIGLOW ROAD ON THE LEFT, CONTINUE WEST ON STATE HIGHWAY
 DH8324'133 FOR 0.2 MI (0.32 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 DH8324'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8324'CONTROL STATION DISK SET IN THE EAST END OF THE NORTH HEADWALL ABOUT
 DH8324'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.9 M (29.2 FT) NORTH
 DH8324'OF THE CENTERLINE OF STATE HIGHWAY 133 SOUTH, 36.1 M (118.4 FT) WEST
 DH8324'OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN, 25.7 M (84.3 FT) EAST
 DH8324'OF THE WEST END OF THE NORTH GUARD RAIL, AND 1.0 M (3.3 FT) WEST OF A
 DH8324'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE
 DH8324'FOR GPS OBSERVATIONS DUE TO TREES TO THE NORTH EXTENDING TO 60 DEGREES
 DH8324'ABOVE THE HORIZON.
 DH8324
 DH8324                          STATION RECOVERY (2007)
 DH8324
 DH8324'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8323 ***********************************************************************
 DH8323  DESIGNATION -  2F02
 DH8323  PID         -  DH8323
 DH8323  STATE/COUNTY-  WI/IOWA
 DH8323  COUNTRY     -  US
 DH8323  USGS QUAD   -  ARENA (2018)
 DH8323
 DH8323                         *CURRENT SURVEY CONTROL
 DH8323  ______________________________________________________________________
 DH8323* NAD 83(1986) POSITION- 43 10 18.3    (N) 089 59 32.3    (W)   HD_HELD2
 DH8323* NAVD 88 ORTHO HEIGHT -   219.411 (meters)      719.85  (feet) ADJUSTED
 DH8323  ______________________________________________________________________
 DH8323  GEOID HEIGHT    -        -34.234 (meters)                     GEOID18
 DH8323  DYNAMIC HEIGHT  -        219.355 (meters)      719.67  (feet) COMP
 DH8323  MODELED GRAVITY -    980,359.3   (mgal)                       NAVD 88
 DH8323
 DH8323  VERT ORDER      -  SECOND    CLASS I
 DH8323
 DH8323.The horizontal coordinates were established by autonomous hand held GPS
 DH8323.observations and have an estimated accuracy of +/- 10 meters.
 DH8323
 DH8323.The orthometric height was determined by differential leveling and
 DH8323.adjusted by the WI DEPT OF TRANSP
 DH8323.in May 2012.
 DH8323
 DH8323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8323.GEOID18 height accuracy estimate available here.
 DH8323
 DH8323.Click photographs - Photos may exist for this station.
 DH8323
 DH8323.The dynamic height is computed by dividing the NAVD 88
 DH8323.geopotential number by the normal gravity value computed on the
 DH8323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8323.degrees latitude (g = 980.6199 gals.).
 DH8323
 DH8323.The modeled gravity was interpolated from observed gravity values.
 DH8323
 DH8323;                    North         East    Units  Estimated Accuracy
 DH8323;SPC WI S     -   130,170.      600,626.      MT  (+/- 10 meters HH2 GPS)
 DH8323
 DH8323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN5677584235(NAD 83)
 DH8323
 DH8323                          SUPERSEDED SURVEY CONTROL
 DH8323
 DH8323  NAVD 88 (04/20/07)  219.400  (m)          719.81   (f) SUPERSEDED  2 1
 DH8323
 DH8323.Superseded values are not recommended for survey control.
 DH8323
 DH8323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8323.See file dsdata.pdf to determine how the superseded data were derived.
 DH8323
 DH8323_MARKER: DD = SURVEY DISK
 DH8323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8323_STAMPING: 2F02 2004
 DH8323_MARK LOGO: WIDT
 DH8323_PROJECTION: FLUSH
 DH8323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8323+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 DH8323
 DH8323  HISTORY     - Date     Condition        Report By
 DH8323  HISTORY     - 2004     MONUMENTED       WIDT
 DH8323  HISTORY     - 20071001 GOOD             WIDT
 DH8323
 DH8323                          STATION DESCRIPTION
 DH8323
 DH8323'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8323'OWNERSHIP--TOWNSHIP OF ARENA.  TO REACH THE STATION FROM THE JUNCTION
 DH8323'OF US HIGHWAY 14 WITH COUNTY HIGHWAY H SOUTH ABOUT 6 MI (9.66 KM) EAST
 DH8323'OF THE VILLAGE OF SPRING GREEN, GO WEST ON US HIGHWAY 14 FOR 1.45 MI
 DH8323'(2.33 KM) TO HAYWORD CROSSING, TURN RIGHT AND GO NORTH ON HAYWORD
 DH8323'CROSSING FOR 1.0 MI (1.61 KM) TO HELENA ROAD, TURN LEFT AND GO
 DH8323'WESTERLY ON HELENA ROAD FOR 1.1 MI (1.77 KM) TO THE STATION ON THE
 DH8323'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8323'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8323'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH8323'STATION IS 7.9 M (25.9 FT) NORTH OF THE CENTERLINE OF HELENA ROAD, 2 M
 DH8323'(6.6 FT) SOUTH OF A CULTIVATED FIELD, 0.15 MI (0.24 KM) EAST OF
 DH8323'PRIVATE ENTRANCE --6610--, 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC
 DH8323'WITNESS POST, 1.0 M (3.3 FT) WEST-NORTHWEST OF A WHITE PLASTIC WITNESS
 DH8323'POST AND 1.0 M (3.3 FT) EAST-NORTHEAST OF A WHITE PLASTIC WITNESS
 DH8323'POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8323'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8323
 DH8323                          STATION RECOVERY (2007)
 DH8323
 DH8323'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8322 ***********************************************************************
 DH8322  DESIGNATION -  2F03
 DH8322  PID         -  DH8322
 DH8322  STATE/COUNTY-  WI/IOWA
 DH8322  COUNTRY     -  US
 DH8322  USGS QUAD   -  ARENA (2018)
 DH8322
 DH8322                         *CURRENT SURVEY CONTROL
 DH8322  ______________________________________________________________________
 DH8322* NAD 83(1986) POSITION- 43 09 41.9    (N) 089 55 20.8    (W)   HD_HELD2
 DH8322* NAVD 88 ORTHO HEIGHT -   224.314 (meters)      735.94  (feet) ADJUSTED
 DH8322  ______________________________________________________________________
 DH8322  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 DH8322  DYNAMIC HEIGHT  -        224.256 (meters)      735.75  (feet) COMP
 DH8322  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 DH8322
 DH8322  VERT ORDER      -  SECOND    CLASS I
 DH8322
 DH8322.The horizontal coordinates were established by autonomous hand held GPS
 DH8322.observations and have an estimated accuracy of +/- 10 meters.
 DH8322
 DH8322.The orthometric height was determined by differential leveling and
 DH8322.adjusted by the WI DEPT OF TRANSP
 DH8322.in May 2012.
 DH8322
 DH8322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8322.GEOID18 height accuracy estimate available here.
 DH8322
 DH8322.Click photographs - Photos may exist for this station.
 DH8322
 DH8322.The dynamic height is computed by dividing the NAVD 88
 DH8322.geopotential number by the normal gravity value computed on the
 DH8322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8322.degrees latitude (g = 980.6199 gals.).
 DH8322
 DH8322.The modeled gravity was interpolated from observed gravity values.
 DH8322
 DH8322;                    North         East    Units  Estimated Accuracy
 DH8322;SPC WI S     -   129,050.      606,307.      MT  (+/- 10 meters HH2 GPS)
 DH8322
 DH8322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6241482911(NAD 83)
 DH8322
 DH8322                          SUPERSEDED SURVEY CONTROL
 DH8322
 DH8322  NAVD 88 (04/20/07)  224.302  (m)          735.90   (f) SUPERSEDED  2 1
 DH8322
 DH8322.Superseded values are not recommended for survey control.
 DH8322
 DH8322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8322.See file dsdata.pdf to determine how the superseded data were derived.
 DH8322
 DH8322_MARKER: DD = SURVEY DISK
 DH8322_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8322_SP_SET: BRIDGE ABUTMENT
 DH8322_STAMPING: 2F03 2004
 DH8322_MARK LOGO: WIDT
 DH8322_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8322+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 DH8322
 DH8322  HISTORY     - Date     Condition        Report By
 DH8322  HISTORY     - 2004     MONUMENTED       WIDT
 DH8322  HISTORY     - 20071001 GOOD             WIDT
 DH8322
 DH8322                          STATION DESCRIPTION
 DH8322
 DH8322'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8322'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8322'STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY HIGHWAY H SOUTH
 DH8322'ABOUT 6 MI (9.66 KM) EAST OF THE VILLAGE OF SPRING GREEN, GO EAST ON
 DH8322'US HIGHWAY 14 FOR 1.2 MI (1.93 KM) TO THE STATION ON THE LEFT.  THE
 DH8322'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8322'SURVEY CONTROL STATION DISK SET IN THE NORTH END OF THE EAST ABUTMENT
 DH8322'OF A BRIDGE ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.4
 DH8322'M (24.3 FT) NORTH OF THE CENTERLINE OF US HIGHWAY 14, 11 M (36.1 FT)
 DH8322'WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 10.9 M (35.8 FT)
 DH8322'EAST-SOUTHEAST OF A TELEPHONE PEDESTAL --3314-- AND 0.4 M (1.3 FT)
 DH8322'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8322'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8322'HORIZON.
 DH8322
 DH8322                          STATION RECOVERY (2007)
 DH8322
 DH8322'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8322'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE WEST OF
 DH8322'WEST STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8321 ***********************************************************************
 DH8321  DESIGNATION -  2F04
 DH8321  PID         -  DH8321
 DH8321  STATE/COUNTY-  WI/IOWA
 DH8321  COUNTRY     -  US
 DH8321  USGS QUAD   -  MAZOMANIE (2018)
 DH8321
 DH8321                         *CURRENT SURVEY CONTROL
 DH8321  ______________________________________________________________________
 DH8321* NAD 83(1986) POSITION- 43 09 07.9    (N) 089 50 52.2    (W)   HD_HELD2
 DH8321* NAVD 88 ORTHO HEIGHT -   238.021 (meters)      780.91  (feet) ADJUSTED
 DH8321  ______________________________________________________________________
 DH8321  GEOID HEIGHT    -        -34.338 (meters)                     GEOID18
 DH8321  DYNAMIC HEIGHT  -        237.959 (meters)      780.70  (feet) COMP
 DH8321  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 DH8321
 DH8321  VERT ORDER      -  SECOND    CLASS I
 DH8321
 DH8321.The horizontal coordinates were established by autonomous hand held GPS
 DH8321.observations and have an estimated accuracy of +/- 10 meters.
 DH8321
 DH8321.The orthometric height was determined by differential leveling and
 DH8321.adjusted by the WI DEPT OF TRANSP
 DH8321.in May 2012.
 DH8321
 DH8321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8321.GEOID18 height accuracy estimate available here.
 DH8321
 DH8321.Click photographs - Photos may exist for this station.
 DH8321
 DH8321.The dynamic height is computed by dividing the NAVD 88
 DH8321.geopotential number by the normal gravity value computed on the
 DH8321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8321.degrees latitude (g = 980.6199 gals.).
 DH8321
 DH8321.The modeled gravity was interpolated from observed gravity values.
 DH8321
 DH8321;                    North         East    Units  Estimated Accuracy
 DH8321;SPC WI S     -   128,009.      612,376.      MT  (+/- 10 meters HH2 GPS)
 DH8321
 DH8321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6844581653(NAD 83)
 DH8321
 DH8321                          SUPERSEDED SURVEY CONTROL
 DH8321
 DH8321  NAVD 88 (04/20/07)  238.008  (m)          780.86   (f) SUPERSEDED  2 1
 DH8321
 DH8321.Superseded values are not recommended for survey control.
 DH8321
 DH8321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8321.See file dsdata.pdf to determine how the superseded data were derived.
 DH8321
 DH8321_MARKER: DD = SURVEY DISK
 DH8321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8321_STAMPING: 2F04 2004
 DH8321_MARK LOGO: WIDT
 DH8321_PROJECTION: FLUSH
 DH8321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8321+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 DH8321
 DH8321  HISTORY     - Date     Condition        Report By
 DH8321  HISTORY     - 2004     MONUMENTED       WIDT
 DH8321  HISTORY     - 20071001 GOOD             WIDT
 DH8321
 DH8321                          STATION DESCRIPTION
 DH8321
 DH8321'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8321'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTIONOF US
 DH8321'HIGHWAY 14 WITH COUNTY HIGHWAY K ABOUT 3 MI (4.83 KM) WEST-SOUTHWEST
 DH8321'OF THE VILLAGE OF MAZOMANIE, GO SOUTH ON COUNTY HIGHWAY K FOR 0.5 MI
 DH8321'(0.8 KM) TO LINLEY ROAD ON THE RIGHT, CONTINUE SOUTH ON COUNTY HIGHWAY
 DH8321'K FOR 0.2 MI (0.32 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8321'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8321'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH8321'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.6 M (28.2 FT) EAST
 DH8321'OF THE CENTERLINE OF COUNTY HIGHWAY K, 97 M (318.2 FT) SOUTH OF THE
 DH8321'CENTERLINE OF PRIVATE ENTRANCE --7009--, 40.0 M (131.2 FT) NORTHEAST
 DH8321'OF POWER POLE --8-5-24 25/15--, 38.6 M (126.6 FT) SOUTHEAST OF POWER
 DH8321'POLE --8-5-24 25/17--, 1.5 M (4.9 FT) EAST OF FENCE, 1.0 M (3.3 FT)
 DH8321'NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT)
 DH8321'SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT)
 DH8321'EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8321'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8321'HORIZON.
 DH8321
 DH8321                          STATION RECOVERY (2007)
 DH8321
 DH8321'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8321'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 44.0 M NORTHEAST OF
 DH8321'A --LEFT CURVE AHEAD 35 MPH-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8320 ***********************************************************************
 DH8320  DESIGNATION -  2F05
 DH8320  PID         -  DH8320
 DH8320  STATE/COUNTY-  WI/DANE
 DH8320  COUNTRY     -  US
 DH8320  USGS QUAD   -  MAZOMANIE (2018)
 DH8320
 DH8320                         *CURRENT SURVEY CONTROL
 DH8320  ______________________________________________________________________
 DH8320* NAD 83(1986) POSITION- 43 10 20.8    (N) 089 47 20.3    (W)   HD_HELD2
 DH8320* NAVD 88 ORTHO HEIGHT -   248.840 (meters)      816.40  (feet) ADJUSTED
 DH8320  ______________________________________________________________________
 DH8320  GEOID HEIGHT    -        -34.408 (meters)                     GEOID18
 DH8320  DYNAMIC HEIGHT  -        248.776 (meters)      816.19  (feet) COMP
 DH8320  MODELED GRAVITY -    980,355.8   (mgal)                       NAVD 88
 DH8320
 DH8320  VERT ORDER      -  SECOND    CLASS I
 DH8320
 DH8320.The horizontal coordinates were established by autonomous hand held GPS
 DH8320.observations and have an estimated accuracy of +/- 10 meters.
 DH8320
 DH8320.The orthometric height was determined by differential leveling and
 DH8320.adjusted by the WI DEPT OF TRANSP
 DH8320.in May 2012.
 DH8320
 DH8320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8320.GEOID18 height accuracy estimate available here.
 DH8320
 DH8320.Click photographs - Photos may exist for this station.
 DH8320
 DH8320.The dynamic height is computed by dividing the NAVD 88
 DH8320.geopotential number by the normal gravity value computed on the
 DH8320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8320.degrees latitude (g = 980.6199 gals.).
 DH8320
 DH8320.The modeled gravity was interpolated from observed gravity values.
 DH8320
 DH8320;                    North         East    Units  Estimated Accuracy
 DH8320;SPC WI S     -   130,269.      617,158.      MT  (+/- 10 meters HH2 GPS)
 DH8320
 DH8320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7330683741(NAD 83)
 DH8320
 DH8320                          SUPERSEDED SURVEY CONTROL
 DH8320
 DH8320  NAVD 88 (04/20/07)  248.827  (m)          816.36   (f) SUPERSEDED  2 1
 DH8320
 DH8320.Superseded values are not recommended for survey control.
 DH8320
 DH8320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8320.See file dsdata.pdf to determine how the superseded data were derived.
 DH8320
 DH8320_MARKER: DD = SURVEY DISK
 DH8320_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8320_SP_SET: BRIDGE PARAPET
 DH8320_STAMPING: 2F05 2004
 DH8320_MARK LOGO: WIDT
 DH8320_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8320+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2007
 DH8320
 DH8320  HISTORY     - Date     Condition        Report By
 DH8320  HISTORY     - 2004     MONUMENTED       WIDT
 DH8320  HISTORY     - 20070410 GOOD             WIDT
 DH8320
 DH8320                          STATION DESCRIPTION
 DH8320
 DH8320'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8320'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8320'LOCATED AT THE INTERSECTION OF US HIGHWAY 14 WITH COUNTY HIGHWAY KP IN
 DH8320'THE VILLAGE OF MAZOMANIE.  THE STATION IS A BRONZE WISCONSIN
 DH8320'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8320'IN THE WEST END OF THE NORTH PARAPET ABOUT 1 M (3.3 FT) ABOVE THE
 DH8320'HIGHWAY PAVEMENT.  THE STATION IS 7.7 M (25.3 FT) NORTH OF THE
 DH8320'CENTERLINE OF US HIGHWAY 14, 5.8 M (19.0 FT) EAST OF LIGHT POLE WITH A
 DH8320'--SPEED LIMIT 30-- SIGN AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC
 DH8320'WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8320'OBSERVATIONS DUE TO THE TREES TO THE NORTH AND SOUTH EXTENDING TO 40
 DH8320'AND 25 DEGREES ABOVE THE HORIZON.
 DH8320
 DH8320                          STATION RECOVERY (2007)
 DH8320
 DH8320'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8320'RECOVERED IN GOOD CONDITION.  ADD-- THE BRIDGE IS NUMBERED
 DH8320'--B-13-329-75--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8319 ***********************************************************************
 DH8319  DESIGNATION -  2F06
 DH8319  PID         -  DH8319
 DH8319  STATE/COUNTY-  WI/DANE
 DH8319  COUNTRY     -  US
 DH8319  USGS QUAD   -  CROSS PLAINS (2018)
 DH8319
 DH8319                         *CURRENT SURVEY CONTROL
 DH8319  ______________________________________________________________________
 DH8319* NAD 83(1986) POSITION- 43 07 19.7    (N) 089 42 53.3    (W)   HD_HELD2
 DH8319* NAVD 88 ORTHO HEIGHT -   253.848 (meters)      832.83  (feet) ADJUSTED
 DH8319  ______________________________________________________________________
 DH8319  GEOID HEIGHT    -        -34.322 (meters)                     GEOID18
 DH8319  DYNAMIC HEIGHT  -        253.780 (meters)      832.61  (feet) COMP
 DH8319  MODELED GRAVITY -    980,345.7   (mgal)                       NAVD 88
 DH8319
 DH8319  VERT ORDER      -  SECOND    CLASS I
 DH8319
 DH8319.The horizontal coordinates were established by autonomous hand held GPS
 DH8319.observations and have an estimated accuracy of +/- 10 meters.
 DH8319
 DH8319.The orthometric height was determined by differential leveling and
 DH8319.adjusted by the WI DEPT OF TRANSP
 DH8319.in May 2012.
 DH8319
 DH8319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8319.GEOID18 height accuracy estimate available here.
 DH8319
 DH8319.Click photographs - Photos may exist for this station.
 DH8319
 DH8319.The dynamic height is computed by dividing the NAVD 88
 DH8319.geopotential number by the normal gravity value computed on the
 DH8319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8319.degrees latitude (g = 980.6199 gals.).
 DH8319
 DH8319.The modeled gravity was interpolated from observed gravity values.
 DH8319
 DH8319;                    North         East    Units  Estimated Accuracy
 DH8319;SPC WI S     -   124,698.      623,208.      MT  (+/- 10 meters HH2 GPS)
 DH8319
 DH8319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7915377956(NAD 83)
 DH8319
 DH8319                          SUPERSEDED SURVEY CONTROL
 DH8319
 DH8319  NAVD 88 (04/20/07)  253.834  (m)          832.79   (f) SUPERSEDED  2 1
 DH8319
 DH8319.Superseded values are not recommended for survey control.
 DH8319
 DH8319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8319.See file dsdata.pdf to determine how the superseded data were derived.
 DH8319
 DH8319_MARKER: DD = SURVEY DISK
 DH8319_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8319_SP_SET: BOX CULVERT
 DH8319_STAMPING: 2F06 2004
 DH8319_MARK LOGO: WIDT
 DH8319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8319+STABILITY: SURFACE MOTION
 DH8319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8319+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2007
 DH8319
 DH8319  HISTORY     - Date     Condition        Report By
 DH8319  HISTORY     - 2004     MONUMENTED       WIDT
 DH8319  HISTORY     - 20070410 GOOD             WIDT
 DH8319
 DH8319                          STATION DESCRIPTION
 DH8319
 DH8319'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8319'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH8319'HIGHWAY 14 (MAIN STREET) WITH COUNTY HIGHWAY KP SOUTH (MARKET STREET)
 DH8319'IN THE VILLAGE OF CROSS PLAINS, GO WEST ON US HIGHWAY 14 (MAIN STREET)
 DH8319'FOR 2.65 MI (4.26 KM) TO SOUTH VALLEY ROAD, TURN LEFT AND GO SOUTH ON
 DH8319'SOUTH VALLEY ROAD FOR 0.4 MI (0.64 KM) TO COUNTY HIGHWAY KP, TURN
 DH8319'RIGHT AND GO WEST ON COUNTY HIGHWAY KP FOR 0.25 MI (0.4 KM) TO THE
 DH8319'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8319'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8319'SOUTHWEST END OF THE NORTH BOX CULVERT ABOUT LEVEL WITH THE HIGHWAY
 DH8319'PAVEMENT.  THE STATION IS 6.8 M (22.3 FT) NORTH OF THE CENTERLINE OF
 DH8319'COUNTY HIGHWAY KP, 20.6 M (67.6 FT) EAST OF THE POWER POLE
 DH8319'--72-17/38-- AND 0.4 M (1.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DH8319'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DH8319'BEING HEAVILY OBSTRUCTED BY TREES.
 DH8319
 DH8319                          STATION RECOVERY (2007)
 DH8319
 DH8319'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8319'RECOVERED IN GOOD CONDITION.   ADD-- THE STATION IS 3.3 M EAST OF THE
 DH8319'EXTENDED CENTERLINE OF MOEN VALLEY ROAD, 1.3 M NORTH OF A CULVERT
 DH8319'METAL SIGN POST, 60 CM NORTHEAST OF THE SOUTHWEST SIDE AND 15 CM
 DH8319'SOUTHEAST OF THE NORTHWEST END OF THE CULVERT, AND 0.8 M NORTHEAST OF
 DH8319'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8403 ***********************************************************************
 DH8403  DESIGNATION -  2F46
 DH8403  PID         -  DH8403
 DH8403  STATE/COUNTY-  WI/SAUK
 DH8403  COUNTRY     -  US
 DH8403  USGS QUAD   -  LIME RIDGE (2018)
 DH8403
 DH8403                         *CURRENT SURVEY CONTROL
 DH8403  ______________________________________________________________________
 DH8403* NAD 83(1986) POSITION- 43 28 55.2    (N) 090 08 58.5    (W)   HD_HELD2
 DH8403* NAVD 88 ORTHO HEIGHT -   368.586 (meters)     1209.27  (feet) ADJUSTED
 DH8403  ______________________________________________________________________
 DH8403  GEOID HEIGHT    -        -34.694 (meters)                     GEOID18
 DH8403  DYNAMIC HEIGHT  -        368.482 (meters)     1208.93  (feet) COMP
 DH8403  MODELED GRAVITY -    980,328.7   (mgal)                       NAVD 88
 DH8403
 DH8403  VERT ORDER      -  SECOND    CLASS I
 DH8403
 DH8403.The horizontal coordinates were established by autonomous hand held GPS
 DH8403.observations and have an estimated accuracy of +/- 10 meters.
 DH8403
 DH8403.The orthometric height was determined by differential leveling and
 DH8403.adjusted by the WI DEPT OF TRANSP
 DH8403.in May 2012.
 DH8403
 DH8403.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8403.GEOID18 height accuracy estimate available here.
 DH8403
 DH8403.Click photographs - Photos may exist for this station.
 DH8403
 DH8403.The dynamic height is computed by dividing the NAVD 88
 DH8403.geopotential number by the normal gravity value computed on the
 DH8403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8403.degrees latitude (g = 980.6199 gals.).
 DH8403
 DH8403.The modeled gravity was interpolated from observed gravity values.
 DH8403
 DH8403;                    North         East    Units  Estimated Accuracy
 DH8403;SPC WI S     -   164,647.      587,899.      MT  (+/- 10 meters HH2 GPS)
 DH8403
 DH8403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3051318289(NAD 83)
 DH8403
 DH8403                          SUPERSEDED SURVEY CONTROL
 DH8403
 DH8403  NAVD 88 (04/20/07)  368.573  (m)         1209.23   (f) SUPERSEDED  2 1
 DH8403
 DH8403.Superseded values are not recommended for survey control.
 DH8403
 DH8403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8403.See file dsdata.pdf to determine how the superseded data were derived.
 DH8403
 DH8403_MARKER: DD = SURVEY DISK
 DH8403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8403_STAMPING: 2F46 2004
 DH8403_MARK LOGO: WIDT
 DH8403_PROJECTION: FLUSH
 DH8403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8403+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DH8403
 DH8403  HISTORY     - Date     Condition        Report By
 DH8403  HISTORY     - 2004     MONUMENTED       WIDT
 DH8403  HISTORY     - 20080514 GOOD             WIDT
 DH8403
 DH8403                          STATION DESCRIPTION
 DH8403
 DH8403'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8403'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8403'COUNTY HIGHWAY G AND COUNTY HIGHWAY K WEST WITH COUNTY HIGHWAY K EAST
 DH8403'ABOUT 7 MI (11.27 KM) WEST-SOUTHWEST OF THE CITY OF REEDSBURG, GO EAST
 DH8403'ON COUNTY HIGHWAY EAST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 DH8403'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8403'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8403'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8403'STATION IS 12.0 M (39.4 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8403'K, 51 M (167.3 FT) EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 30.6 M
 DH8403'(100.4 FT) SOUTHWEST OF A WOOD POST FOR A --STOP AHEAD-- SIGN, 2 M
 DH8403'(6.6 FT) NORTH OF A CULTIVATED FIELD, 1.0 M (3.3 FT) NORTH OF A WHITE
 DH8403'PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC
 DH8403'WITNESS POST, AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DH8403'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8403'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8403
 DH8403                          STATION RECOVERY (2008)
 DH8403
 DH8403'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8403'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 2004 DESCRIPTION-- TO
 DH8403'REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G AND COUNTY
 DH8403'HIGHWAY K WEST WITH COUNTY HIGHWAY K EAST ABOUT 7 MILES WEST-SOUTHWEST
 DH8403'OF THE CITY OF REEDSBURG, GO EAST ON COUNTY HIGHWAY K (NOT COUNTY
 DH8403'HIGHWAY EAST) FOR 0.15 MILE TO THE STATION ON THE RIGHT.  ADD-- THE
 DH8403'STATION IS 0.58 MILE WEST OF ELWOOD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8402 ***********************************************************************
 DH8402  DESIGNATION -  2F47
 DH8402  PID         -  DH8402
 DH8402  STATE/COUNTY-  WI/SAUK
 DH8402  COUNTRY     -  US
 DH8402  USGS QUAD   -  LOGANVILLE (2018)
 DH8402
 DH8402                         *CURRENT SURVEY CONTROL
 DH8402  ______________________________________________________________________
 DH8402* NAD 83(1986) POSITION- 43 29 02.3    (N) 090 04 23.3    (W)   HD_HELD2
 DH8402* NAVD 88 ORTHO HEIGHT -   359.921 (meters)     1180.84  (feet) ADJUSTED
 DH8402  ______________________________________________________________________
 DH8402  GEOID HEIGHT    -        -34.817 (meters)                     GEOID18
 DH8402  DYNAMIC HEIGHT  -        359.824 (meters)     1180.52  (feet) COMP
 DH8402  MODELED GRAVITY -    980,339.1   (mgal)                       NAVD 88
 DH8402
 DH8402  VERT ORDER      -  SECOND    CLASS I
 DH8402
 DH8402.The horizontal coordinates were established by autonomous hand held GPS
 DH8402.observations and have an estimated accuracy of +/- 10 meters.
 DH8402
 DH8402.The orthometric height was determined by differential leveling and
 DH8402.adjusted by the WI DEPT OF TRANSP
 DH8402.in May 2012.
 DH8402
 DH8402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8402.GEOID18 height accuracy estimate available here.
 DH8402
 DH8402.Click photographs - Photos may exist for this station.
 DH8402
 DH8402.The dynamic height is computed by dividing the NAVD 88
 DH8402.geopotential number by the normal gravity value computed on the
 DH8402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8402.degrees latitude (g = 980.6199 gals.).
 DH8402
 DH8402.The modeled gravity was interpolated from observed gravity values.
 DH8402
 DH8402;                    North         East    Units  Estimated Accuracy
 DH8402;SPC WI S     -   164,858.      594,084.      MT  (+/- 10 meters HH2 GPS)
 DH8402
 DH8402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3668818723(NAD 83)
 DH8402
 DH8402                          SUPERSEDED SURVEY CONTROL
 DH8402
 DH8402  NAVD 88 (04/20/07)  359.908  (m)         1180.80   (f) SUPERSEDED  2 1
 DH8402
 DH8402.Superseded values are not recommended for survey control.
 DH8402
 DH8402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8402.See file dsdata.pdf to determine how the superseded data were derived.
 DH8402
 DH8402_MARKER: DD = SURVEY DISK
 DH8402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8402_STAMPING: 2F47 2004
 DH8402_MARK LOGO: WIDT
 DH8402_PROJECTION: FLUSH
 DH8402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8402+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DH8402
 DH8402  HISTORY     - Date     Condition        Report By
 DH8402  HISTORY     - 2004     MONUMENTED       WIDT
 DH8402  HISTORY     - 20080514 GOOD             WIDT
 DH8402
 DH8402                          STATION DESCRIPTION
 DH8402
 DH8402'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8402'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8402'STATE HIGHWAY 23 AND STATE HIGHWAY 154 WEST WITH STATE HIGHWAY 154
 DH8402'EAST AND HERRITZ ROAD ABOUT 3 MI (4.83 KM) SOUTH OF THE CITY OF
 DH8402'REEDSBURG, GO WEST ON HERRITZ ROAD FOR 3.05 MI (4.91 KM) TO COUNTY
 DH8402'HIGHWAY S, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY SOUTH FOR 0.1 MI
 DH8402'(0.16 KM) TO THE STATION ON THE RIGHT.   THE STATION IS A BRONZE
 DH8402'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8402'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3
 DH8402'FT) BELOW THE HIGHWAY PAVMENT.  THE STATION 7.4 M (24.3 FT) EAST OF
 DH8402'THE CENTERLINE COUNTY HIGHWAY S, 40 M (131.2 FT) SOUTHEAST OF POWER
 DH8402'POLE --12-3-25 51/8--, 30.8 M (101.0 FT) NORTHEAST OF POWER POLE
 DH8402'--12-3-25 51/6--, 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST
 DH8402'AND 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DH8402'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8402'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8402
 DH8402                          STATION RECOVERY (2008)
 DH8402
 DH8402'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8402'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3.0 M SOUTHEST OF
 DH8402'THE TOP CENTER OF A 60 CM DIAMETER GALVANIZED METAL CULVERT AND 1.0 M
 DH8402'WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC
 DH8402'WITNESS POSTS.  ---NOTE---THE CULVERT WAS INSTALLED IN 2005 AND THE
 DH8402'HIGHWAY WAS REGRADED IN 2006.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8401 ***********************************************************************
 DH8401  DESIGNATION -  2F48
 DH8401  PID         -  DH8401
 DH8401  STATE/COUNTY-  WI/SAUK
 DH8401  COUNTRY     -  US
 DH8401  USGS QUAD   -  LOGANVILLE (2018)
 DH8401
 DH8401                         *CURRENT SURVEY CONTROL
 DH8401  ______________________________________________________________________
 DH8401* NAD 83(1986) POSITION- 43 29 01.6    (N) 090 00 55.3    (W)   HD_HELD2
 DH8401* NAVD 88 ORTHO HEIGHT -   288.502 (meters)      946.53  (feet) ADJUSTED
 DH8401  ______________________________________________________________________
 DH8401  GEOID HEIGHT    -        -34.924 (meters)                     GEOID18
 DH8401  DYNAMIC HEIGHT  -        288.424 (meters)      946.27  (feet) COMP
 DH8401  MODELED GRAVITY -    980,342.9   (mgal)                       NAVD 88
 DH8401
 DH8401  VERT ORDER      -  SECOND    CLASS I
 DH8401
 DH8401.The horizontal coordinates were established by autonomous hand held GPS
 DH8401.observations and have an estimated accuracy of +/- 10 meters.
 DH8401
 DH8401.The orthometric height was determined by differential leveling and
 DH8401.adjusted by the WI DEPT OF TRANSP
 DH8401.in May 2012.
 DH8401
 DH8401.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8401.GEOID18 height accuracy estimate available here.
 DH8401
 DH8401.Click photographs - Photos may exist for this station.
 DH8401
 DH8401.The dynamic height is computed by dividing the NAVD 88
 DH8401.geopotential number by the normal gravity value computed on the
 DH8401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8401.degrees latitude (g = 980.6199 gals.).
 DH8401
 DH8401.The modeled gravity was interpolated from observed gravity values.
 DH8401
 DH8401;                    North         East    Units  Estimated Accuracy
 DH8401;SPC WI S     -   164,834.      598,757.      MT  (+/- 10 meters HH2 GPS)
 DH8401
 DH8401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ4136118867(NAD 83)
 DH8401
 DH8401                          SUPERSEDED SURVEY CONTROL
 DH8401
 DH8401  NAVD 88 (04/20/07)  288.488  (m)          946.48   (f) SUPERSEDED  2 1
 DH8401
 DH8401.Superseded values are not recommended for survey control.
 DH8401
 DH8401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8401.See file dsdata.pdf to determine how the superseded data were derived.
 DH8401
 DH8401_MARKER: DD = SURVEY DISK
 DH8401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8401_STAMPING: 2F48 2004
 DH8401_MARK LOGO: WIDT
 DH8401_PROJECTION: FLUSH
 DH8401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8401+STABILITY: SURFACE MOTION
 DH8401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8401+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DH8401
 DH8401  HISTORY     - Date     Condition        Report By
 DH8401  HISTORY     - 2004     MONUMENTED       WIDT
 DH8401  HISTORY     - 20080514 GOOD             WIDT
 DH8401
 DH8401                          STATION DESCRIPTION
 DH8401
 DH8401'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8401'OWNERSHIP--TOWN OF REEDSBURG.  TO REACH THE STATION FROM THE JUNCTION
 DH8401'OF STATE HIGHWAY 23 AND STATE HIGHWAY 154 WEST WITH STATE HIGHWAY 154
 DH8401'EAST AND HERRITZ ROAD ABOUT 3 MI (4.83 KM) SOUTH OF THE CITY OF
 DH8401'REEDSBURG, GO WEST ON HERRITZ ROAD FOR 0.05 MI (0.08 KM) TO THE
 DH8401'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8401'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8401'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH8401'THE STATION IS 8.4 M (27.6 FT) SOUTH OF THE CENTERLINE OF HERRITZ
 DH8401'ROAD, 22.0 M (72.2 FT) SOUTHWEST OF A WOOD POST FOR A --SPEED LIMIT
 DH8401'45-- SIGN, 2 M (6.6 FT) NORTH OF A CULTIVATED FIELD, 1.0 M (3.3 FT)
 DH8401'NORTH OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A
 DH8401'WHITE PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE
 DH8401'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8401'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8401
 DH8401                          STATION RECOVERY (2008)
 DH8401
 DH8401'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8400 ***********************************************************************
 DH8400  DESIGNATION -  2F49
 DH8400  PID         -  DH8400
 DH8400  STATE/COUNTY-  WI/SAUK
 DH8400  COUNTRY     -  US
 DH8400  USGS QUAD   -  ROCK SPRINGS (2018)
 DH8400
 DH8400                         *CURRENT SURVEY CONTROL
 DH8400  ______________________________________________________________________
 DH8400* NAD 83(1986) POSITION- 43 29 21.0    (N) 089 57 23.8    (W)   HD_HELD2
 DH8400* NAVD 88 ORTHO HEIGHT -   274.592 (meters)      900.89  (feet) ADJUSTED
 DH8400  ______________________________________________________________________
 DH8400  GEOID HEIGHT    -        -35.041 (meters)                     GEOID18
 DH8400  DYNAMIC HEIGHT  -        274.518 (meters)      900.65  (feet) COMP
 DH8400  MODELED GRAVITY -    980,345.0   (mgal)                       NAVD 88
 DH8400
 DH8400  VERT ORDER      -  SECOND    CLASS I
 DH8400
 DH8400.The horizontal coordinates were established by autonomous hand held GPS
 DH8400.observations and have an estimated accuracy of +/- 10 meters.
 DH8400
 DH8400.The orthometric height was determined by differential leveling and
 DH8400.adjusted by the WI DEPT OF TRANSP
 DH8400.in May 2012.
 DH8400
 DH8400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8400.GEOID18 height accuracy estimate available here.
 DH8400
 DH8400.Click photographs - Photos may exist for this station.
 DH8400
 DH8400.The dynamic height is computed by dividing the NAVD 88
 DH8400.geopotential number by the normal gravity value computed on the
 DH8400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8400.degrees latitude (g = 980.6199 gals.).
 DH8400
 DH8400.The modeled gravity was interpolated from observed gravity values.
 DH8400
 DH8400;                    North         East    Units  Estimated Accuracy
 DH8400;SPC WI S     -   165,433.      603,510.      MT  (+/- 10 meters HH2 GPS)
 DH8400
 DH8400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6092619385(NAD 83)
 DH8400
 DH8400                          SUPERSEDED SURVEY CONTROL
 DH8400
 DH8400  NAVD 88 (04/20/07)  274.577  (m)          900.84   (f) SUPERSEDED  2 1
 DH8400
 DH8400.Superseded values are not recommended for survey control.
 DH8400
 DH8400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8400.See file dsdata.pdf to determine how the superseded data were derived.
 DH8400
 DH8400_MARKER: DD = SURVEY DISK
 DH8400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8400_STAMPING: 2F49 2004
 DH8400_MARK LOGO: WIDT
 DH8400_PROJECTION: FLUSH
 DH8400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8400+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DH8400
 DH8400  HISTORY     - Date     Condition        Report By
 DH8400  HISTORY     - 2004     MONUMENTED       WIDT
 DH8400  HISTORY     - 20080514 GOOD             WIDT
 DH8400
 DH8400                          STATION DESCRIPTION
 DH8400
 DH8400'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8400'OWNERSHIP--TOWN OF EXCELSIOR.  TO REACH THE STATION FROM THE JUNCTION
 DH8400'OF STATE HIGHWAY 154 AND STATE HIGHWAY 136 EAST (BROADWAY STREET) WITH
 DH8400'STATE HIGHWAY 136 WEST AND COUNTY HIGHWAY DD (RIVER STREET) IN THE
 DH8400'VILLAGE OF ROCK SPRINGS, GO WEST THEN NORTH ON STATE HIGHWAY 154 FOR
 DH8400'2.9 MI (4.67 KM) TO BUCKEYE ROAD ON THE RIGHT AND THE STATION ON THE
 DH8400'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8400'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8400'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH8400'STATION IS 7.7 M (25.3 FT) SOUTH OF THE CENTERLINE OF BUCKEYE ROAD,
 DH8400'20.8 M (68.2 FT) EAST OF A METAL POST, 16.6 M (54.5 FT) NORTHEAST OF
 DH8400'THE CENTERLINE OF STATE HIGHWAY 154, 1.0 M (3.3 FT) NORTH OF A WHITE
 DH8400'PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC
 DH8400'WITNESS POST, AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DH8400'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8400'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8400
 DH8400                          STATION RECOVERY (2008)
 DH8400
 DH8400'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8400'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 46.0 M
 DH8400'EAST-SOUTHEAST OF A WOOD --STOP-- SIGN POST AND 7.8 M EAST-NORTHEAST
 DH8400'OF A WOOD CORNER FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8399 ***********************************************************************
 DH8399  DESIGNATION -  2F50
 DH8399  PID         -  DH8399
 DH8399  STATE/COUNTY-  WI/SAUK
 DH8399  COUNTRY     -  US
 DH8399  USGS QUAD   -  ROCK SPRINGS (2018)
 DH8399
 DH8399                         *CURRENT SURVEY CONTROL
 DH8399  ______________________________________________________________________
 DH8399* NAD 83(1986) POSITION- 43 28 30.1    (N) 089 56 02.8    (W)   HD_HELD2
 DH8399* NAVD 88 ORTHO HEIGHT -   266.203 (meters)      873.37  (feet) ADJUSTED
 DH8399  ______________________________________________________________________
 DH8399  GEOID HEIGHT    -        -35.052 (meters)                     GEOID18
 DH8399  DYNAMIC HEIGHT  -        266.129 (meters)      873.12  (feet) COMP
 DH8399  MODELED GRAVITY -    980,337.5   (mgal)                       NAVD 88
 DH8399
 DH8399  VERT ORDER      -  SECOND    CLASS I
 DH8399
 DH8399.The horizontal coordinates were established by autonomous hand held GPS
 DH8399.observations and have an estimated accuracy of +/- 10 meters.
 DH8399
 DH8399.The orthometric height was determined by differential leveling and
 DH8399.adjusted by the WI DEPT OF TRANSP
 DH8399.in May 2012.
 DH8399
 DH8399.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8399.GEOID18 height accuracy estimate available here.
 DH8399
 DH8399.Click photographs - Photos may exist for this station.
 DH8399
 DH8399.The dynamic height is computed by dividing the NAVD 88
 DH8399.geopotential number by the normal gravity value computed on the
 DH8399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8399.degrees latitude (g = 980.6199 gals.).
 DH8399
 DH8399.The modeled gravity was interpolated from observed gravity values.
 DH8399
 DH8399;                    North         East    Units  Estimated Accuracy
 DH8399;SPC WI S     -   163,864.      605,331.      MT  (+/- 10 meters HH2 GPS)
 DH8399
 DH8399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6269017750(NAD 83)
 DH8399
 DH8399                          SUPERSEDED SURVEY CONTROL
 DH8399
 DH8399  NAVD 88 (04/20/07)  266.188  (m)          873.32   (f) SUPERSEDED  2 1
 DH8399
 DH8399.Superseded values are not recommended for survey control.
 DH8399
 DH8399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8399.See file dsdata.pdf to determine how the superseded data were derived.
 DH8399
 DH8399_MARKER: DD = SURVEY DISK
 DH8399_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8399_SP_SET: BRIDGE ABUTMENT
 DH8399_STAMPING: 2F50 2004
 DH8399_MARK LOGO: WIDT
 DH8399_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8399+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DH8399
 DH8399  HISTORY     - Date     Condition        Report By
 DH8399  HISTORY     - 2004     MONUMENTED       WIDT
 DH8399  HISTORY     - 20080514 GOOD             WIDT
 DH8399
 DH8399                          STATION DESCRIPTION
 DH8399
 DH8399'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8399'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8399'STATION FROM THE JUNCTION OF STATE HIGHWAY 154 AND STATE HIGHWAY 136
 DH8399'EAST (BROADWAY STREET) WITH STATE HIGHWAY 136 WEST AND COUNTY HIGHWAY
 DH8399'DD (RIVER STREET) IN THE VILLAGE OF ROCK SPRINGS, GO WEST ON STATE
 DH8399'HIGHWAY 154 (BROADWAY STREET) FOR 0.9 MI (1.45 KM) COUNTY HIGHWAY D ON
 DH8399'THE LEFT AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8399'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8399'DISK SET IN THE ABUTMENT OF A BRIDGE ABOUT LEVEL WITH THE HIGHWAY
 DH8399'PAVEMENT.  THE STATION IS 5.7 M (18.7 FT) NORTHWEST OF THE CENTERLINE
 DH8399'OF STATE HIGHWAY 154 AND 84 M (275.6 FT) SOUTHWEST OF THE EXTENDED
 DH8399'CENTERLINE OF COUNTY HIGHWAY D. ---NOTE---THIS STATION HAS NO VISIBLE
 DH8399'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8399
 DH8399                          STATION RECOVERY (2008)
 DH8399
 DH8399'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8399'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN A DRILL HOLE
 DH8399'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST BRIDGE ABUTMENT, 27.5
 DH8399'M NORTHEAST OF A --WEST 54-- WOOD SIGN POST, 3.6 M SOUTHWEST OF A
 DH8399'BRIDGE EXPANSION JOINT, 17 CM NORTHEAST OF THE SOUTHWEST END OF THE
 DH8399'ABUTMENT, AND 0.7 M SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8398 ***********************************************************************
 DH8398  DESIGNATION -  2F51
 DH8398  PID         -  DH8398
 DH8398  STATE/COUNTY-  WI/SAUK
 DH8398  COUNTRY     -  US
 DH8398  USGS QUAD   -  ROCK SPRINGS (2018)
 DH8398
 DH8398                         *CURRENT SURVEY CONTROL
 DH8398  ______________________________________________________________________
 DH8398* NAD 83(1986) POSITION- 43 28 37.3    (N) 089 54 19.2    (W)   HD_HELD2
 DH8398* NAVD 88 ORTHO HEIGHT -   268.636 (meters)      881.35  (feet) ADJUSTED
 DH8398  ______________________________________________________________________
 DH8398  GEOID HEIGHT    -        -35.102 (meters)                     GEOID18
 DH8398  DYNAMIC HEIGHT  -        268.563 (meters)      881.11  (feet) COMP
 DH8398  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 DH8398
 DH8398  VERT ORDER      -  SECOND    CLASS I
 DH8398
 DH8398.The horizontal coordinates were established by autonomous hand held GPS
 DH8398.observations and have an estimated accuracy of +/- 10 meters.
 DH8398
 DH8398.The orthometric height was determined by differential leveling and
 DH8398.adjusted by the WI DEPT OF TRANSP
 DH8398.in May 2012.
 DH8398
 DH8398.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8398.GEOID18 height accuracy estimate available here.
 DH8398
 DH8398.Click photographs - Photos may exist for this station.
 DH8398
 DH8398.The dynamic height is computed by dividing the NAVD 88
 DH8398.geopotential number by the normal gravity value computed on the
 DH8398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8398.degrees latitude (g = 980.6199 gals.).
 DH8398
 DH8398.The modeled gravity was interpolated from observed gravity values.
 DH8398
 DH8398;                    North         East    Units  Estimated Accuracy
 DH8398;SPC WI S     -   164,088.      607,659.      MT  (+/- 10 meters HH2 GPS)
 DH8398
 DH8398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6502517891(NAD 83)
 DH8398
 DH8398                          SUPERSEDED SURVEY CONTROL
 DH8398
 DH8398  NAVD 88 (04/20/07)  268.621  (m)          881.30   (f) SUPERSEDED  2 1
 DH8398
 DH8398.Superseded values are not recommended for survey control.
 DH8398
 DH8398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8398.See file dsdata.pdf to determine how the superseded data were derived.
 DH8398
 DH8398_MARKER: DD = SURVEY DISK
 DH8398_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8398_SP_SET: BOX CULVERT
 DH8398_STAMPING: 2F51 2004
 DH8398_MARK LOGO: WIDT
 DH8398_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8398+STABILITY: SURFACE MOTION
 DH8398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8398+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2008
 DH8398
 DH8398  HISTORY     - Date     Condition        Report By
 DH8398  HISTORY     - 2004     MONUMENTED       WIDT
 DH8398  HISTORY     - 20081117 GOOD             WIDT
 DH8398
 DH8398                          STATION DESCRIPTION
 DH8398
 DH8398'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8398'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8398'STATION FROM THE JUNCTION OF STATE HIGHWAY 154 AND STATE HIGHWAY 136
 DH8398'EAST (BROADWAY STREET) WITH STATE HIGHWAY 136 WEST AND COUNTY HIGHWAY
 DH8398'DD (RIVER STREET) IN THE VILLAGE OF ROCK SPRINGS, GO EAST ON STATE
 DH8398'HIGHWAY 136 EAST (BROADWAY STREET) FOR 0.4 MI (0.64 KM) TO SMYTHE
 DH8398'STREET ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY 136 FOR 0.15 MI
 DH8398'(0.24 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8398'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8398'DISK SET IN THE NORTHERN EDGE OF THE BOX CULVERT ABOUT 2 M (6.6 FT)
 DH8398'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 12.1 M (39.7 FT) NORTH OF
 DH8398'THE CENTERLINE OF STATE HIGHWAY 136 AND 21 M (68.9 FT) EAST OF A
 DH8398'CENTERLINE OF A FIELD ENTRANCE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8398'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH8398
 DH8398                          STATION RECOVERY (2008)
 DH8398
 DH8398'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8398'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.0 M
 DH8398'NORTH-NORTHEAST OF A --SPEED LIMIT 30 AHEAD-- WOOD SIGN POST, 2.1 M
 DH8398'EAST OF THE SOUTH END OF THE NORTHWEST WING WALL, 1.7 M WEST OF THE
 DH8398'SOUTH END OF THE NORTHEAST WING WALL, AND 2.2 M WEST OF A WHITE
 DH8398'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8397 ***********************************************************************
 DH8397  DESIGNATION -  2F52
 DH8397  PID         -  DH8397
 DH8397  STATE/COUNTY-  WI/SAUK
 DH8397  COUNTRY     -  US
 DH8397  USGS QUAD   -  ROCK SPRINGS (2018)
 DH8397
 DH8397                         *CURRENT SURVEY CONTROL
 DH8397  ______________________________________________________________________
 DH8397* NAD 83(1986) POSITION- 43 28 30.3    (N) 089 52 32.7    (W)   HD_HELD2
 DH8397* NAVD 88 ORTHO HEIGHT -   269.434 (meters)      883.97  (feet) ADJUSTED
 DH8397  ______________________________________________________________________
 DH8397  GEOID HEIGHT    -        -35.137 (meters)                     GEOID18
 DH8397  DYNAMIC HEIGHT  -        269.361 (meters)      883.73  (feet) COMP
 DH8397  MODELED GRAVITY -    980,343.3   (mgal)                       NAVD 88
 DH8397
 DH8397  VERT ORDER      -  SECOND    CLASS I
 DH8397
 DH8397.The horizontal coordinates were established by autonomous hand held GPS
 DH8397.observations and have an estimated accuracy of +/- 10 meters.
 DH8397
 DH8397.The orthometric height was determined by differential leveling and
 DH8397.adjusted by the WI DEPT OF TRANSP
 DH8397.in May 2012.
 DH8397
 DH8397.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8397.GEOID18 height accuracy estimate available here.
 DH8397
 DH8397.Click photographs - Photos may exist for this station.
 DH8397
 DH8397.The dynamic height is computed by dividing the NAVD 88
 DH8397.geopotential number by the normal gravity value computed on the
 DH8397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8397.degrees latitude (g = 980.6199 gals.).
 DH8397
 DH8397.The modeled gravity was interpolated from observed gravity values.
 DH8397
 DH8397;                    North         East    Units  Estimated Accuracy
 DH8397;SPC WI S     -   163,875.      610,052.      MT  (+/- 10 meters HH2 GPS)
 DH8397
 DH8397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6741017591(NAD 83)
 DH8397
 DH8397                          SUPERSEDED SURVEY CONTROL
 DH8397
 DH8397  NAVD 88 (04/20/07)  269.418  (m)          883.92   (f) SUPERSEDED  2 1
 DH8397
 DH8397.Superseded values are not recommended for survey control.
 DH8397
 DH8397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8397.See file dsdata.pdf to determine how the superseded data were derived.
 DH8397
 DH8397_MARKER: DD = SURVEY DISK
 DH8397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8397_STAMPING: 2F52 2004
 DH8397_MARK LOGO: WIDT
 DH8397_PROJECTION: FLUSH
 DH8397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8397+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2008
 DH8397
 DH8397  HISTORY     - Date     Condition        Report By
 DH8397  HISTORY     - 2004     MONUMENTED       WIDT
 DH8397  HISTORY     - 20081117 GOOD             WIDT
 DH8397
 DH8397                          STATION DESCRIPTION
 DH8397
 DH8397'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8397'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8397'STATION FROM THE JUNCTION OF STATE HIGHWAY 136 WITH COUNTY HIGHWAY I
 DH8397'ABOUT 5 MI (8.05 KM) WEST OF THE CITY OF BARABOO, GO WEST ON STATE
 DH8397'HIGHWAY 136 FOR 0.3 MI (0.48 KM) TO THE STATION ON THE RIGHT.  THE
 DH8397'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8397'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8397'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8397'9.8 M (32.2 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 136, 81.0 M
 DH8397'(265.7 FT) EAST OF THE CENTERLINE OF EXCELSIOR ROAD, 36.5 M (119.8 FT)
 DH8397'WEST-NORTHWEST OF POWERPOLE --1549--, 1 M (3.3 FT) SOUTH OF A
 DH8397'CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH, EAST-NORTHEAST, AND
 DH8397'WEST-NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DH8397'STATION IS HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DH8397'DEGREES ABOVE THE HORIZON.
 DH8397
 DH8397                          STATION RECOVERY (2008)
 DH8397
 DH8397'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8397'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 45.0 M WEST OF A
 DH8397'--RIGHT CURVE AHEAD 45 MPH-- WOOD SIGN POST, 23.5 M NORTH-NORTHEAST OF
 DH8397'POWER POLE --12-5-35 2/25--, 8 M SOUTH OF A CULTIVATED FIELD, AND 1.6
 DH8397'M SOUTH OF THE CENTERLINE OF AN EAST-WEST GALVANIZED PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8396 ***********************************************************************
 DH8396  DESIGNATION -  2F53
 DH8396  PID         -  DH8396
 DH8396  STATE/COUNTY-  WI/SAUK
 DH8396  COUNTRY     -  US
 DH8396  USGS QUAD   -  NORTH FREEDOM (2018)
 DH8396
 DH8396                         *CURRENT SURVEY CONTROL
 DH8396  ______________________________________________________________________
 DH8396* NAD 83(1986) POSITION- 43 28 54.0    (N) 089 48 49.7    (W)   HD_HELD2
 DH8396* NAVD 88 ORTHO HEIGHT -   269.297 (meters)      883.52  (feet) ADJUSTED
 DH8396  ______________________________________________________________________
 DH8396  GEOID HEIGHT    -        -35.213 (meters)                     GEOID18
 DH8396  DYNAMIC HEIGHT  -        269.225 (meters)      883.28  (feet) COMP
 DH8396  MODELED GRAVITY -    980,346.3   (mgal)                       NAVD 88
 DH8396
 DH8396  VERT ORDER      -  SECOND    CLASS I
 DH8396
 DH8396.The horizontal coordinates were established by autonomous hand held GPS
 DH8396.observations and have an estimated accuracy of +/- 10 meters.
 DH8396
 DH8396.The orthometric height was determined by differential leveling and
 DH8396.adjusted by the WI DEPT OF TRANSP
 DH8396.in May 2012.
 DH8396
 DH8396.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8396.GEOID18 height accuracy estimate available here.
 DH8396
 DH8396.Click photographs - Photos may exist for this station.
 DH8396
 DH8396.The dynamic height is computed by dividing the NAVD 88
 DH8396.geopotential number by the normal gravity value computed on the
 DH8396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8396.degrees latitude (g = 980.6199 gals.).
 DH8396
 DH8396.The modeled gravity was interpolated from observed gravity values.
 DH8396
 DH8396;                    North         East    Units  Estimated Accuracy
 DH8396;SPC WI S     -   164,616.      615,062.      MT  (+/- 10 meters HH2 GPS)
 DH8396
 DH8396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7244518151(NAD 83)
 DH8396
 DH8396                          SUPERSEDED SURVEY CONTROL
 DH8396
 DH8396  NAVD 88 (04/20/07)  269.281  (m)          883.47   (f) SUPERSEDED  2 1
 DH8396
 DH8396.Superseded values are not recommended for survey control.
 DH8396
 DH8396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8396.See file dsdata.pdf to determine how the superseded data were derived.
 DH8396
 DH8396_MARKER: DD = SURVEY DISK
 DH8396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8396_STAMPING: 2F53 2004
 DH8396_MARK LOGO: WIDT
 DH8396_PROJECTION: FLUSH
 DH8396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8396+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2008
 DH8396
 DH8396  HISTORY     - Date     Condition        Report By
 DH8396  HISTORY     - 2004     MONUMENTED       WIDT
 DH8396  HISTORY     - 20081117 GOOD             WIDT
 DH8396
 DH8396                          STATION DESCRIPTION
 DH8396
 DH8396'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8396'OWNERSHIP--TOWN OF BARABOO.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8396'US HIGHWAY 12 AND STATE HIGHWAY 33 WEST (PINE STREET) WITH STATE
 DH8396'HIGHWAY 33 EAST AND STATE HIGHWAY 136 (LINN STREET) IN THE CITY OF
 DH8396'BARABOO, GO WEST ON STATE HIGHWAY 136 FOR 2.4 MI (3.86 KM) TO HATCHERY
 DH8396'ROAD ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8396'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8396'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8396'THE ROAD PAVEMENT.  THE STATION IS 6.8 M (22.3 FT) WEST OF THE
 DH8396'CENTERLINE OF HATCHERTY ROAD, 64 M (210.0 FT) SOUTH OF THE CENTERLINE
 DH8396'OF STATE HIGHWAY 136, 29.2 M (95.8 FT) NORTHWEST OF POWER POLE
 DH8396'--12-6-32 13/49--, 2 M (6.6 FT) EAST OF THE CULTIVATED FIELD, AND 1.0
 DH8396'M (3.3 FT) EAST, SOUTHWEST, AND NORTHWEST OF THREE WHITE PLASTIC
 DH8396'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8396'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8396
 DH8396                          STATION RECOVERY (2008)
 DH8396
 DH8396'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8396'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 13.0 M SOUTH OF A
 DH8396'--WEIGHT LIMIT-- WOOD SIGN POST AND 1.8 M SOUTHEAST OF A YELLOW METAL
 DH8396'RIGHT-OF-WAY POST.  ---NOTE---THE MONUMENT IS RECESSED 12 CM BELOW
 DH8396'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8618 ***********************************************************************
 DH8618  DESIGNATION -  2F54
 DH8618  PID         -  DH8618
 DH8618  STATE/COUNTY-  WI/SAUK
 DH8618  COUNTRY     -  US
 DH8618  USGS QUAD   -  BARABOO (2018)
 DH8618
 DH8618                         *CURRENT SURVEY CONTROL
 DH8618  ______________________________________________________________________
 DH8618* NAD 83(1986) POSITION- 43 27 12.0    (N) 089 42 54.8    (W)   HD_HELD2
 DH8618* NAVD 88 ORTHO HEIGHT -   257.233 (meters)      843.94  (feet) ADJUSTED
 DH8618  ______________________________________________________________________
 DH8618  GEOID HEIGHT    -        -35.205 (meters)                     GEOID18
 DH8618  DYNAMIC HEIGHT  -        257.163 (meters)      843.71  (feet) COMP
 DH8618  MODELED GRAVITY -    980,345.0   (mgal)                       NAVD 88
 DH8618
 DH8618  VERT ORDER      -  SECOND    CLASS I
 DH8618
 DH8618.The horizontal coordinates were established by autonomous hand held GPS
 DH8618.observations and have an estimated accuracy of +/- 10 meters.
 DH8618
 DH8618.The orthometric height was determined by differential leveling and
 DH8618.adjusted by the WI DEPT OF TRANSP
 DH8618.in May 2012.
 DH8618
 DH8618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8618.GEOID18 height accuracy estimate available here.
 DH8618
 DH8618.Click photographs - Photos may exist for this station.
 DH8618
 DH8618.The dynamic height is computed by dividing the NAVD 88
 DH8618.geopotential number by the normal gravity value computed on the
 DH8618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8618.degrees latitude (g = 980.6199 gals.).
 DH8618
 DH8618.The modeled gravity was interpolated from observed gravity values.
 DH8618
 DH8618;                    North         East    Units  Estimated Accuracy
 DH8618;SPC WI S     -   161,491.      623,048.      MT  (+/- 10 meters HH2 GPS)
 DH8618
 DH8618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8031614740(NAD 83)
 DH8618
 DH8618                          SUPERSEDED SURVEY CONTROL
 DH8618
 DH8618  NAVD 88 (04/20/07)  257.215  (m)          843.88   (f) SUPERSEDED  2 1
 DH8618
 DH8618.Superseded values are not recommended for survey control.
 DH8618
 DH8618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8618.See file dsdata.pdf to determine how the superseded data were derived.
 DH8618
 DH8618_MARKER: DD = SURVEY DISK
 DH8618_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8618_SP_SET: BOX CULVERT WINGWALL
 DH8618_STAMPING: 2F54
 DH8618_MARK LOGO: WIDT
 DH8618_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8618+STABILITY: SURFACE MOTION
 DH8618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8618+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 DH8618
 DH8618  HISTORY     - Date     Condition        Report By
 DH8618  HISTORY     - 2004     MONUMENTED       WIDT
 DH8618  HISTORY     - 20081118 GOOD             WIDT
 DH8618
 DH8618                          STATION DESCRIPTION
 DH8618
 DH8618'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8618'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8618'STATION FROM THE JUNCTION OF STATE HIGHWAY 113 WITH COUNTY HIGHWAY
 DH8618'WEST (EAST) ABOUT 2 MI (3.22 KM) SOUTHEAST OF THE CITY OF BARABOO, GO
 DH8618'NORTH ON STATE HIGHWAY 113 FOR 0.05 MI (0.08 KM) TO A BOX CULVERT AND
 DH8618'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH8618'OF TRANSPORTATION GEODETIC CONTROL SURVEY MARK DISK SET IN THE NORTH
 DH8618'WINGWALL OF THE WEST END OF BOX CULVERT --C-56-19-90-- ABOUT LEVEL
 DH8618'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 4 M (13.1 FT) WEST OF THE
 DH8618'CENTERLINE OF STATE HIGHWAY 113.  ---NOTE---THIS STATION IS NOT
 DH8618'SUITABLE FOR GPS OBSERVATIONS DUE TO TREES AND POWERLINES.
 DH8618
 DH8618                          STATION RECOVERY (2008)
 DH8618
 DH8618'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8618'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN LINE WITH THE
 DH8618'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --S5284A-- AND 1.0 M SOUTHEAST
 DH8618'OF A WHITE PLASTIC WITNESS POST.  ---NOTE1---IN THE 2004 DESCRIPTION,
 DH8618'COUNTY HIGHWAY WEST (EAST) IS COUNTY HIGHWAY W (EAST).
 DH8618'---NOTE2---VISIBLE OBSTRUCTIONS AT THIS STATION ARE MULTIPLE POWER
 DH8618'LINES TO THE EAST EXTENDING TO 60 DEGREES, TREES TO THE WEST EXTENDING
 DH8618'TO 60 DEGREES, TREES TO THE SOUTH EXTENDING TO 40 DEGREES, AND TREES
 DH8618'TO THE SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8617 ***********************************************************************
 DH8617  DESIGNATION -  2F55
 DH8617  PID         -  DH8617
 DH8617  STATE/COUNTY-  WI/SAUK
 DH8617  COUNTRY     -  US
 DH8617  USGS QUAD   -  BARABOO (2018)
 DH8617
 DH8617                         *CURRENT SURVEY CONTROL
 DH8617  ______________________________________________________________________
 DH8617* NAD 83(1986) POSITION- 43 27 32.0    (N) 089 40 37.9    (W)   HD_HELD2
 DH8617* NAVD 88 ORTHO HEIGHT -   263.120 (meters)      863.25  (feet) ADJUSTED
 DH8617  ______________________________________________________________________
 DH8617  GEOID HEIGHT    -        -35.227 (meters)                     GEOID18
 DH8617  DYNAMIC HEIGHT  -        263.047 (meters)      863.01  (feet) COMP
 DH8617  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 DH8617
 DH8617  VERT ORDER      -  SECOND    CLASS I
 DH8617
 DH8617.The horizontal coordinates were established by autonomous hand held GPS
 DH8617.observations and have an estimated accuracy of +/- 10 meters.
 DH8617
 DH8617.The orthometric height was determined by differential leveling and
 DH8617.adjusted by the WI DEPT OF TRANSP
 DH8617.in May 2012.
 DH8617
 DH8617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8617.GEOID18 height accuracy estimate available here.
 DH8617
 DH8617.Click photographs - Photos may exist for this station.
 DH8617
 DH8617.The dynamic height is computed by dividing the NAVD 88
 DH8617.geopotential number by the normal gravity value computed on the
 DH8617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8617.degrees latitude (g = 980.6199 gals.).
 DH8617
 DH8617.The modeled gravity was interpolated from observed gravity values.
 DH8617
 DH8617;                    North         East    Units  Estimated Accuracy
 DH8617;SPC WI S     -   162,119.      626,123.      MT  (+/- 10 meters HH2 GPS)
 DH8617
 DH8617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8341215257(NAD 83)
 DH8617
 DH8617                          SUPERSEDED SURVEY CONTROL
 DH8617
 DH8617  NAVD 88 (04/20/07)  263.102  (m)          863.19   (f) SUPERSEDED  2 1
 DH8617
 DH8617.Superseded values are not recommended for survey control.
 DH8617
 DH8617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8617.See file dsdata.pdf to determine how the superseded data were derived.
 DH8617
 DH8617_MARKER: DD = SURVEY DISK
 DH8617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8617_STAMPING: 2F55 2004
 DH8617_MARK LOGO: WIDT
 DH8617_PROJECTION: FLUSH
 DH8617_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8617+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 DH8617
 DH8617  HISTORY     - Date     Condition        Report By
 DH8617  HISTORY     - 2004     MONUMENTED       WIDT
 DH8617  HISTORY     - 20081118 GOOD             WIDT
 DH8617
 DH8617                          STATION DESCRIPTION
 DH8617
 DH8617'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8617'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8617'STATE HIGHWAY 33 WITH COUNTY HIGHWAY X ABOUT 4 MI (6.44 KM) WEST OF
 DH8617'THE CITY OF BARABOO, GO EAST ON COUNTY HIGHWAY X FOR 0.3 MI (0.48 KM)
 DH8617'TO COUNTY HIGHWAY WEST ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST ON
 DH8617'COUNTY HIGHWAY WEST FOR 3.0 MI (4.83 KM) TO THE STATION ON THE LEFT.
 DH8617'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8617'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8617'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DH8617'THE STATION IS 9.8 M (32.2 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DH8617'HIGHWAY W, 2.6 M (8.5 FT) NORTHWEST OF AN ELECTRIC FENCE, 1.0 M (3.3
 DH8617'FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST, AND 1.0 M (3.3 FT)
 DH8617'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DH8617'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8617'HORIZON EXCEPT FOR THE TREES TO THE WEST EXTENDING TO 30 DEGREES ABOVE
 DH8617'THE HORIZON.
 DH8617
 DH8617                          STATION RECOVERY (2008)
 DH8617
 DH8617'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8617'RECOVERED IN GOOD CONDITION.  A CORRECTED TO REACH FOLLOWS-- TO REACH
 DH8617'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WITH COUNTY HIGHWAY
 DH8617'X APPROXIMATELY 4 MILES EAST (NOT WEST) OF THE CITY OF BARABOO, GO
 DH8617'EAST ON COUNTY HIGHWAY X FOR 0.3 MI (0.48 KM) TO COUNTY HIGHWAY W
 DH8617'AHEAD AND ON THE RIGHT, TURN RIGHT AND GO SOUTH THEN SOUTHWEST (NOT
 DH8617'SOUTHEAST) ON COUNTY HIGHWAY W FOR 2.6 MILES TO BLUFF ROAD LEFT,
 DH8617'CONTINUE SOUTHWEST ON COUNTY HIGHWAY W FOR 0.35 MILE TO THE STATION ON
 DH8617'THE LEFT.  ADD-- THE STATION IS 51.0 M EAST OF A --CURVES AHEAD 45
 DH8617'MPH-- WOOD SIGN POST, 22.0 M EAST-SOUTHEAST OF POWER POLE --11-7-4
 DH8617'6/23--, AND 1.0 M NORTHWEST, 1.0 M SOUTHWEST, AND 1.0 M NORTHEAST OF
 DH8617'THREE WHITE PLASTIC WITNESS POSTS.
 DH8617'---NOTE1---A CHUNK OF CONCRETE HAS BEEN REMOVED FROM THE NORTHWEST
 DH8617'EDGE OF THE CONCRETE POST PERHAPS BY MOWING OPERATIONS.
 DH8617'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING ABOVE 15
 DH8617'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH AND EAST
 DH8617'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8616 ***********************************************************************
 DH8616  DESIGNATION -  2F56
 DH8616  PID         -  DH8616
 DH8616  STATE/COUNTY-  WI/SAUK
 DH8616  COUNTRY     -  US
 DH8616  USGS QUAD   -  BARABOO (2018)
 DH8616
 DH8616                         *CURRENT SURVEY CONTROL
 DH8616  ______________________________________________________________________
 DH8616* NAD 83(1986) POSITION- 43 29 07.5    (N) 089 38 27.1    (W)   HD_HELD2
 DH8616* NAVD 88 ORTHO HEIGHT -   260.586 (meters)      854.94  (feet) ADJUSTED
 DH8616  ______________________________________________________________________
 DH8616  GEOID HEIGHT    -        -35.309 (meters)                     GEOID18
 DH8616  DYNAMIC HEIGHT  -        260.516 (meters)      854.71  (feet) COMP
 DH8616  MODELED GRAVITY -    980,348.1   (mgal)                       NAVD 88
 DH8616
 DH8616  VERT ORDER      -  SECOND    CLASS I
 DH8616
 DH8616.The horizontal coordinates were established by autonomous hand held GPS
 DH8616.observations and have an estimated accuracy of +/- 10 meters.
 DH8616
 DH8616.The orthometric height was determined by differential leveling and
 DH8616.adjusted by the WI DEPT OF TRANSP
 DH8616.in May 2012.
 DH8616
 DH8616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8616.GEOID18 height accuracy estimate available here.
 DH8616
 DH8616.Click photographs - Photos may exist for this station.
 DH8616
 DH8616.The dynamic height is computed by dividing the NAVD 88
 DH8616.geopotential number by the normal gravity value computed on the
 DH8616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8616.degrees latitude (g = 980.6199 gals.).
 DH8616
 DH8616.The modeled gravity was interpolated from observed gravity values.
 DH8616
 DH8616;                    North         East    Units  Estimated Accuracy
 DH8616;SPC WI S     -   165,078.      629,051.      MT  (+/- 10 meters HH2 GPS)
 DH8616
 DH8616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8644518109(NAD 83)
 DH8616
 DH8616                          SUPERSEDED SURVEY CONTROL
 DH8616
 DH8616  NAVD 88 (04/20/07)  260.568  (m)          854.88   (f) SUPERSEDED  2 1
 DH8616
 DH8616.Superseded values are not recommended for survey control.
 DH8616
 DH8616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8616.See file dsdata.pdf to determine how the superseded data were derived.
 DH8616
 DH8616_MARKER: DD = SURVEY DISK
 DH8616_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8616_SP_SET: BRIDGE ABUTMENT
 DH8616_STAMPING: 2F56 2004
 DH8616_MARK LOGO: WIDT
 DH8616_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8616+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 DH8616
 DH8616  HISTORY     - Date     Condition        Report By
 DH8616  HISTORY     - 2004     MONUMENTED       WIDT
 DH8616  HISTORY     - 20081118 GOOD             WIDT
 DH8616
 DH8616                          STATION DESCRIPTION
 DH8616
 DH8616'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8616'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8616'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE
 DH8616'HIGHWAY 94 WITH STATE HIGHWAY 33 ABOUT 3 MI (4.83 KM) SOUTHWEST OF THE
 DH8616'CITY OF PORTAGE, GO SOUTHWEST ON STATE HIGHWAY 33 FOR 7.1 MI (11.43
 DH8616'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8616'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8616'IN THE ABUTMENT OF THE BRIDGE ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8616'THE STATION IS 10.0 M (32.8 FT) WEST OF THE CENTERLINE OF STATE
 DH8616'HIGHWAY 33, 0.25 MI (53.51 KM) NORTH OF THE EXTENDED CENTERLINE OF
 DH8616'COUNTY HIGHWAY X AND 0.1 MI (0.16 KM) SOUTH OF MAN MOUND ROAD.
 DH8616'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8616'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8616
 DH8616                          STATION RECOVERY (2008)
 DH8616
 DH8616'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8616'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 2004 DESCRIPTION-- THE
 DH8616'DISK IS SET IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST WING WALL OF A
 DH8616'2.5-M WIDE BOX CULVERT APPROXIMATELY 1 M BELOW THE HIGHWAY PAVEMENT
 DH8616'(NOT A BRIDGE ABUTMENT LEVEL WITH THE HIGHWAY PAVEMENT).  ADD-- THE
 DH8616'STATION IS 0.7 M NORTHEAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4621 ***********************************************************************
 DQ4621  DESIGNATION -  2G21
 DQ4621  PID         -  DQ4621
 DQ4621  STATE/COUNTY-  WI/DANE
 DQ4621  COUNTRY     -  US
 DQ4621  USGS QUAD   -  MIDDLETON (2018)
 DQ4621
 DQ4621                         *CURRENT SURVEY CONTROL
 DQ4621  ______________________________________________________________________
 DQ4621* NAD 83(1986) POSITION- 43 05 48.62   (N) 089 32 03.94   (W)   HD_HELD1
 DQ4621* NAVD 88 ORTHO HEIGHT -   290.457 (meters)      952.94  (feet) ADJUSTED
 DQ4621  ______________________________________________________________________
 DQ4621  GEOID HEIGHT    -        -34.293 (meters)                     GEOID18
 DQ4621  DYNAMIC HEIGHT  -        290.379 (meters)      952.69  (feet) COMP
 DQ4621  MODELED GRAVITY -    980,343.7   (mgal)                       NAVD 88
 DQ4621
 DQ4621  VERT ORDER      -  SECOND    CLASS I
 DQ4621
 DQ4621.The horizontal coordinates were determined by differentially corrected
 DQ4621.hand held GPS observations or other comparable positioning techniques
 DQ4621.and have an estimated accuracy of +/- 3 meters.
 DQ4621
 DQ4621.The orthometric height was determined by differential leveling and
 DQ4621.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4621.in April 2017.
 DQ4621
 DQ4621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4621.GEOID18 height accuracy estimate available here.
 DQ4621
 DQ4621.Click photographs - Photos may exist for this station.
 DQ4621
 DQ4621.The dynamic height is computed by dividing the NAVD 88
 DQ4621.geopotential number by the normal gravity value computed on the
 DQ4621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4621.degrees latitude (g = 980.6199 gals.).
 DQ4621
 DQ4621.The modeled gravity was interpolated from observed gravity values.
 DQ4621
 DQ4621;                    North         East    Units  Estimated Accuracy
 DQ4621;SPC WI S     -   121,954.0     637,901.3     MT  (+/- 3 meters HH1 GPS) 
 DQ4621
 DQ4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9374374686(NAD 83)
 DQ4621
 DQ4621                          SUPERSEDED SURVEY CONTROL
 DQ4621
 DQ4621.No superseded survey control is available for this station.
 DQ4621
 DQ4621_MARKER: DD = SURVEY DISK
 DQ4621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4621_STAMPING: 2G21 2007
 DQ4621_MARK LOGO: COMIWI
 DQ4621_PROJECTION: FLUSH
 DQ4621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4621+STABILITY: SURFACE MOTION
 DQ4621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4621+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2015
 DQ4621
 DQ4621  HISTORY     - Date     Condition        Report By
 DQ4621  HISTORY     - 1990     MONUMENTED       COMIWI
 DQ4621  HISTORY     - 20151103 GOOD             WIDT
 DQ4621
 DQ4621                          STATION DESCRIPTION
 DQ4621
 DQ4621'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4621'THE STATION IS LOCATED IN THE CITY OF MIDDLETON, APPROXIMATELY 7.7 MI
 DQ4621'(12.4 KM) WEST-NORTHWEST OF THE WISCONSIN STATE CAPITOL BUILDING IN
 DQ4621'THE CITY OF MADISON AND 5.5 MI (8.8 KM) EAST OF THE VILLAGE OF CROSS
 DQ4621'PLAINS.
 DQ4621'
 DQ4621'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY
 DQ4621'14 WEST (BELTLINE HIGHWAY) WITH COUNTY HIGHWAY MS (UNIVERSITY AVENUE)
 DQ4621'(EXIT 251A) IN THE CITY OF MIDDLETON, GO WEST ON US HIGHWAY 14
 DQ4621'(UNIVERSITY AVENUE) FOR 0.9 MI (1.4 KM) TO PLEASANT VIEW ROAD AND THE
 DQ4621'STATION ON THE RIGHT.
 DQ4621'
 DQ4621'THE STATION IS AN ALUMINUM CITY OF MIDDLETON BENCH MARK DISK SET IN TO
 DQ4621'THE TOP OF A 20 CM (8 INCHES) DIAMETER CONCRETE POST, FLUSH WITH THE
 DQ4621'GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT GRADE.  THE STATION IS
 DQ4621'17.9 M (58.7 FT) EAST OF THE BACK OF CURB OF NORTHBOUND PLEASANT VIEW
 DQ4621'DRIVE, 33.5 M (109.9 FT) WEST OF THE WEST RAIL OF A SPUR LINE RAILROAD
 DQ4621'TRACK, 20.6 M (67.6 FT) NORTH OF A TRAFFIC SIGNAL POST ALONG US
 DQ4621'HIGHWAY 14 (UNIVERSITY AVENUE), 4.1 M (13.5 FT) NORTH OF A 6 FT (1.8
 DQ4621'M) TALL SIGN -MIDDLETON BUSINESS PARK- AND 2.2 M (7.2 FT) NORTH OF A 4
 DQ4621'FT (1.2 M) TALL POWER CONSUMPTION METER.
 DQ4621'
 DQ4621'NOTE-THIS STATION HAS A THREE PHASE HIGH VOLTAGE POWER TRANSMISSION
 DQ4621'LINE NEARLY OVERHEAD TO THE SOUTH EXTENDING TO BETWEEN 70 DEGREES AND
 DQ4621'85 DEGREES ABOVE THE HORIZON.
 DQ4621'
 DQ4621'NOTE-THE BENCH MARK WAS SET IN 1990 AND THEN THE YEAR 2007 WAS STAMPED
 DQ4621'IN DISK DURING THE SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4625 ***********************************************************************
 DQ4625  DESIGNATION -  2G23
 DQ4625  PID         -  DQ4625
 DQ4625  STATE/COUNTY-  WI/DANE
 DQ4625  COUNTRY     -  US
 DQ4625  USGS QUAD   -  MADISON WEST (2018)
 DQ4625
 DQ4625                         *CURRENT SURVEY CONTROL
 DQ4625  ______________________________________________________________________
 DQ4625* NAD 83(1986) POSITION- 43 05 48.17   (N) 089 29 44.48   (W)   HD_HELD1
 DQ4625* NAVD 88 ORTHO HEIGHT -   280.242 (meters)      919.43  (feet) ADJUSTED
 DQ4625  ______________________________________________________________________
 DQ4625  GEOID HEIGHT    -        -34.313 (meters)                     GEOID18
 DQ4625  DYNAMIC HEIGHT  -        280.168 (meters)      919.18  (feet) COMP
 DQ4625  MODELED GRAVITY -    980,348.0   (mgal)                       NAVD 88
 DQ4625
 DQ4625  VERT ORDER      -  SECOND    CLASS I
 DQ4625
 DQ4625.The horizontal coordinates were determined by differentially corrected
 DQ4625.hand held GPS observations or other comparable positioning techniques
 DQ4625.and have an estimated accuracy of +/- 3 meters.
 DQ4625
 DQ4625.The orthometric height was determined by differential leveling and
 DQ4625.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4625.in April 2017.
 DQ4625
 DQ4625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4625.GEOID18 height accuracy estimate available here.
 DQ4625
 DQ4625.Click photographs - Photos may exist for this station.
 DQ4625
 DQ4625.The dynamic height is computed by dividing the NAVD 88
 DQ4625.geopotential number by the normal gravity value computed on the
 DQ4625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4625.degrees latitude (g = 980.6199 gals.).
 DQ4625
 DQ4625.The modeled gravity was interpolated from observed gravity values.
 DQ4625
 DQ4625;                    North         East    Units  Estimated Accuracy
 DQ4625;SPC WI S     -   121,958.4     641,055.0     MT  (+/- 3 meters HH1 GPS) 
 DQ4625
 DQ4625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9689574578(NAD 83)
 DQ4625
 DQ4625                          SUPERSEDED SURVEY CONTROL
 DQ4625
 DQ4625.No superseded survey control is available for this station.
 DQ4625
 DQ4625_MARKER: DD = SURVEY DISK
 DQ4625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4625_STAMPING: 2G23 2007
 DQ4625_MARK LOGO: COMIWI
 DQ4625_PROJECTION: FLUSH
 DQ4625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4625+STABILITY: SURFACE MOTION
 DQ4625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4625+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2015
 DQ4625
 DQ4625  HISTORY     - Date     Condition        Report By
 DQ4625  HISTORY     - 1990     MONUMENTED       COMIWI
 DQ4625  HISTORY     - 20151106 GOOD             WIDT
 DQ4625
 DQ4625                          STATION DESCRIPTION
 DQ4625
 DQ4625'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4625'THE STATION IS LOCATED IN THE CITY OF MIDDLETON, APPROXIMATELY 7.6 MI
 DQ4625'(12.2 KM) EAST OF THE VILLAGE OF CROSS PLAINS AND 5.8 MI (9.3 KM)
 DQ4625'WEST-NORTHWEST OF THE WISCONSIN STATE CAPITOL BUILDING IN THE CITY OF
 DQ4625'MADISON.
 DQ4625'
 DQ4625'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY
 DQ4625'14 WEST (BELTLINE HIGHWAY) WITH COUNTY HIGHWAY MS (UNIVERSITY AVENUE)
 DQ4625'(EXIT 251A) IN THE CITY OF MIDDLETON, GO EAST ON US HIGHWAY 14
 DQ4625'(UNIVERSITY AVENUE) FOR 1.05 MI (1.69 KM) TO BRANCH STREET ON THE LEFT
 DQ4625'AND THE STATION ON THE LEFT.
 DQ4625'
 DQ4625'THE STATION IS AN ALUMINUM CITY OF MIDDLETON BENCH MARK DISK SET IN
 DQ4625'THE TOP OF A 20 CM (8 INCHES) DIAMETER CONCRETE POST, LOCATED WITHIN A
 DQ4625'SMALL LANDSCAPED AREA THAT FEATURES A LARGE WOODEN LETTER M THAT IS
 DQ4625'ADORNED WITH NUMEROUS SMALL SIGNS AND PLACARDS OF LOCAL CHURCHES AND
 DQ4625'COMMUNITY ORGANIZATIONS.
 DQ4625'
 DQ4625'THE STATION IS 6.4 M (21.0 FT) NORTHWEST OF A TRAFFIC SIGNAL ON BRANCH
 DQ4625'STREET, 6.3 M (20.7 FT) NORTHEAST OF A METAL POLE FOR A TRAFFIC SIGNAL
 DQ4625'AND STREET SIGN ALONG UNIVERSITY AVENUE AND 3.2 M (10.5 FT) SOUTHEAST
 DQ4625'OF THE AFOREMENTIONED LARGE WOODEN LETTER M.
 DQ4625'
 DQ4625'NOTE-THE BENCH MARK WAS SET IN 1990 AND THE YEAR 2007 WAS STAMPED IN
 DQ4625'DISK DURING SURVEY.
 DQ4625'
 DQ4625'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH THAT EXTEND TO
 DQ4625'40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4622 ***********************************************************************
 DQ4622  DESIGNATION -  2G24
 DQ4622  PID         -  DQ4622
 DQ4622  STATE/COUNTY-  WI/DANE
 DQ4622  COUNTRY     -  US
 DQ4622  USGS QUAD   -  MADISON WEST (2018)
 DQ4622
 DQ4622                         *CURRENT SURVEY CONTROL
 DQ4622  ______________________________________________________________________
 DQ4622* NAD 83(1986) POSITION- 43 06 15.7    (N) 089 29 36.2    (W)   HD_HELD2
 DQ4622* NAVD 88 ORTHO HEIGHT -   268.642 (meters)      881.37  (feet) ADJUSTED
 DQ4622  ______________________________________________________________________
 DQ4622  GEOID HEIGHT    -        -34.326 (meters)                     GEOID18
 DQ4622  DYNAMIC HEIGHT  -        268.571 (meters)      881.14  (feet) COMP
 DQ4622  MODELED GRAVITY -    980,349.8   (mgal)                       NAVD 88
 DQ4622
 DQ4622  VERT ORDER      -  SECOND    CLASS I
 DQ4622
 DQ4622.The horizontal coordinates were established by autonomous hand held GPS
 DQ4622.observations and have an estimated accuracy of +/- 10 meters.
 DQ4622
 DQ4622.The orthometric height was determined by differential leveling and
 DQ4622.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4622.in April 2017.
 DQ4622
 DQ4622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4622.GEOID18 height accuracy estimate available here.
 DQ4622
 DQ4622.Click photographs - Photos may exist for this station.
 DQ4622
 DQ4622.The dynamic height is computed by dividing the NAVD 88
 DQ4622.geopotential number by the normal gravity value computed on the
 DQ4622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4622.degrees latitude (g = 980.6199 gals.).
 DQ4622
 DQ4622.The modeled gravity was interpolated from observed gravity values.
 DQ4622
 DQ4622;                    North         East    Units  Estimated Accuracy
 DQ4622;SPC WI S     -   122,809.      641,237.      MT  (+/- 10 meters HH2 GPS)
 DQ4622
 DQ4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9710775421(NAD 83)
 DQ4622
 DQ4622                          SUPERSEDED SURVEY CONTROL
 DQ4622
 DQ4622.No superseded survey control is available for this station.
 DQ4622
 DQ4622_MARKER: DD = SURVEY DISK
 DQ4622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4622_SP_SET: BRIDGE DECK
 DQ4622_STAMPING: 2G24 2007
 DQ4622_MARK LOGO: WIHD
 DQ4622_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4622+STABILITY: SURFACE MOTION
 DQ4622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4622+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2015
 DQ4622
 DQ4622  HISTORY     - Date     Condition        Report By
 DQ4622  HISTORY     - 1976     MONUMENTED       WIHD
 DQ4622  HISTORY     - 20151105 GOOD             WIDT
 DQ4622
 DQ4622                          STATION DESCRIPTION
 DQ4622
 DQ4622'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4622'THE STATION IS LOCATED IN THE CITY OF MIDDLETON, APPROXIMATELY 7.7 MI
 DQ4622'(12.4 KM) EAST OF THE VILLAGE OF CROSS PLAINS AND 5.9 MI (9.5 KM)
 DQ4622'WEST-NORTHWEST OF THE WISCONSIN STATE CAPITOL BUILDING IN THE CITY OF
 DQ4622'MADISON.
 DQ4622'
 DQ4622'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY
 DQ4622'14 WEST (BELTLINE HIGHWAY) WITH COUNTY HIGHWAY MS (UNIVERSITY AVENUE)
 DQ4622'(EXIT 251A) IN THE CITY OF MIDDLETON, GO EAST ON US HIGHWAY 14
 DQ4622'(UNIVERSITY AVENUE) FOR 1.05 MI (1.69 KM) TO BRANCH STREET ON THE
 DQ4622'LEFT.  TURN LEFT AND GO NORTH ON BRANCH STREET FOR 0.5 MI (0.8 KM) TO
 DQ4622'CENTURY AVENUE.  TURN LEFT AND GO WEST ON CENTURY AVENUE FOR
 DQ4622'APPROXIMATELY 100 FT (30.5 M) TO THE WEST END OF BRIDGE OVER PHEASANT
 DQ4622'BRANCH CREEK AND THE STATION ON THE LEFT.
 DQ4622'
 DQ4622'THE STATION IS AN ALUMINUM WISCONSIN DIVISION OF HIGHWAYS SURVEY DISK
 DQ4622'SET IN THE SOUTHWEST CORNER OF THE BRIDGE DECK, IN WHAT WOULD BE
 DQ4622'CONSIDERED THE SPAN OF THE BRIDGE B-13-46.
 DQ4622'
 DQ4622'THE STATION IS 4.8 M (15.7 FT) EAST OF THE WEST END OF THE SOUTH
 DQ4622'PARAPET WALL OF THE BRIDGE AND 2.0 M (6.6 FT) SOUTH OF THE BACK OF
 DQ4622'CURB OF CENTURY AVENUE.
 DQ4622'
 DQ4622'NOTE-NO DATUM POINT ON THE SURVEY DISK.  THIS STATION IS OBSTRUCTED BY
 DQ4622'TREES TO THE SOUTH AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DQ4622'
 DQ4622'NOTE2-THE BRIDGE PARAPET WALL APPEARS TO HAVE BEEN STRUCK BY A VEHICLE
 DQ4622'SOME TIME PRIOR TO SURVEY OBSERVATIONS AND THE CONCRETE THAT COMPRISES
 DQ4622'THE EAST END OF THE SOUTH PARAPET WALL IS CURRENTLY BROKEN FREE FROM
 DQ4622'THE REST OF THE STRUCTURE AND IS AWAITING REPAIR OR REPLACEMENT.
 DQ4622'
 DQ4622'NOTE-THE BENCH MARK WAS SET IN 1976 AND THE YEAR 2007 WAS STAMPED
 DQ4622'DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4623 ***********************************************************************
 DQ4623  DESIGNATION -  2G25
 DQ4623  PID         -  DQ4623
 DQ4623  STATE/COUNTY-  WI/DANE
 DQ4623  COUNTRY     -  US
 DQ4623  USGS QUAD   -  MADISON WEST (2018)
 DQ4623
 DQ4623                         *CURRENT SURVEY CONTROL
 DQ4623  ______________________________________________________________________
 DQ4623* NAD 83(1986) POSITION- 43 06 21.4    (N) 089 29 01.1    (W)   HD_HELD2
 DQ4623* NAVD 88 ORTHO HEIGHT -   262.987 (meters)      862.82  (feet) ADJUSTED
 DQ4623  ______________________________________________________________________
 DQ4623  GEOID HEIGHT    -        -34.336 (meters)                     GEOID18
 DQ4623  DYNAMIC HEIGHT  -        262.918 (meters)      862.59  (feet) COMP
 DQ4623  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 DQ4623
 DQ4623  VERT ORDER      -  SECOND    CLASS I
 DQ4623
 DQ4623.The horizontal coordinates were established by autonomous hand held GPS
 DQ4623.observations and have an estimated accuracy of +/- 10 meters.
 DQ4623
 DQ4623.The orthometric height was determined by differential leveling and
 DQ4623.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4623.in April 2017.
 DQ4623
 DQ4623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4623.GEOID18 height accuracy estimate available here.
 DQ4623
 DQ4623.Click photographs - Photos may exist for this station.
 DQ4623
 DQ4623.The dynamic height is computed by dividing the NAVD 88
 DQ4623.geopotential number by the normal gravity value computed on the
 DQ4623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4623.degrees latitude (g = 980.6199 gals.).
 DQ4623
 DQ4623.The modeled gravity was interpolated from observed gravity values.
 DQ4623
 DQ4623;                    North         East    Units  Estimated Accuracy
 DQ4623;SPC WI S     -   122,990.      642,030.      MT  (+/- 10 meters HH2 GPS)
 DQ4623
 DQ4623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9790675573(NAD 83)
 DQ4623
 DQ4623                          SUPERSEDED SURVEY CONTROL
 DQ4623
 DQ4623.No superseded survey control is available for this station.
 DQ4623
 DQ4623_MARKER: DD = SURVEY DISK
 DQ4623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4623_SP_SET: BRIDGE DECK
 DQ4623_STAMPING: 2G25 2007
 DQ4623_MARK LOGO: WIDT
 DQ4623_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4623+STABILITY: SURFACE MOTION
 DQ4623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4623+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2015
 DQ4623
 DQ4623  HISTORY     - Date     Condition        Report By
 DQ4623  HISTORY     - 1973     MONUMENTED       WIDT
 DQ4623  HISTORY     - 20151105 GOOD             WIDT
 DQ4623
 DQ4623                          STATION DESCRIPTION
 DQ4623
 DQ4623'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4623'THE STATION IS LOCATED IN THE CITY OF MIDDLETON, APPROXIMATELY 8.1 MI
 DQ4623'(13.0 KM) EAST OF THE VILLAGE OF CROSS PLAINS AND 5.4 MI (8.7 KM)
 DQ4623'WEST-NORTHWEST OF THE WISCONSIN STATE CAPITOL BUILDING IN THE CITY OF
 DQ4623'MADISON.
 DQ4623'
 DQ4623'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY
 DQ4623'14 WEST (BELTLINE HIGHWAY) WITH COUNTY HIGHWAY MS (UNIVERSITY AVENUE)
 DQ4623'(EXIT 251A) IN THE CITY OF MIDDLETON, GO EAST ON US HIGHWAY 14
 DQ4623'(UNIVERSITY AVENUE) FOR 1.05 MI (1.69 KM) TO BRANCH STREET ON THE LEFT
 DQ4623'AND THE STATION ON THE LEFT.  CONTINUE SOUTHEAST ON UNIVERSITY AVENUE
 DQ4623'FOR 0.7 MI (1.1 KM) TO COUNTY HIGHWAY Q (ALLEN BOULEVARD) ON THE LEFT.
 DQ4623'TURN LEFT AND GO NORTH ON COUNTY HIGHWAY Q (ALLEN BOULEVARD) FOR 1.0
 DQ4623'MI (1.6 KM) TO CENTURY AVENUE.  TURN RIGHT AND GO NORTHEAST ON CENTURY
 DQ4623'AVENUE FOR 0.2 MI (0.3 KM) TO A BRIDGE OVER PHEASANT BRANCH CREEK AND
 DQ4623'THE STATION ON THE RIGHT.
 DQ4623'
 DQ4623'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION SURVEY
 DQ4623'DISK SET IN THE SOUTH SIDE OF THE WEST END OF THE BRIDGE DECK, IN WHAT
 DQ4623'WOULD BE CONSIDERED THE SPAN OF THE BRIDGE -B-13-54-73-.
 DQ4623'
 DQ4623'THE STATION IS 11.6 M (38.1 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DQ4623'SOUTHEAST PARAPET WALL AND 2.0 M (6.6 FT) SOUTHEAST OF THE BACK OF
 DQ4623'CURB OF CENTURY AVENUE.
 DQ4623'
 DQ4623'NOTE-NO DATUM POINT ON THE SURVEY DISK.  THIS STATION IS OBSTRUCTED BY
 DQ4623'TREES TO THE SOUTH AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DQ4623'
 DQ4623'NOTE-THE BENCH MARK WAS SET IN 1973 AND THE YEAR 2007 WAS STAMPED IN
 DQ4623'DISK DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4627 ***********************************************************************
 DQ4627  DESIGNATION -  2G28
 DQ4627  PID         -  DQ4627
 DQ4627  STATE/COUNTY-  WI/DANE
 DQ4627  COUNTRY     -  US
 DQ4627  USGS QUAD   -  MADISON WEST (2018)
 DQ4627
 DQ4627                         *CURRENT SURVEY CONTROL
 DQ4627  ______________________________________________________________________
 DQ4627* NAD 83(1986) POSITION- 43 04 23.10   (N) 089 25 47.99   (W)   HD_HELD1
 DQ4627* NAVD 88 ORTHO HEIGHT -   269.654 (meters)      884.69  (feet) ADJUSTED
 DQ4627  ______________________________________________________________________
 DQ4627  GEOID HEIGHT    -        -34.311 (meters)                     GEOID18
 DQ4627  DYNAMIC HEIGHT  -        269.584 (meters)      884.46  (feet) COMP
 DQ4627  MODELED GRAVITY -    980,354.4   (mgal)                       NAVD 88
 DQ4627
 DQ4627  VERT ORDER      -  SECOND    CLASS I
 DQ4627
 DQ4627.The horizontal coordinates were determined by differentially corrected
 DQ4627.hand held GPS observations or other comparable positioning techniques
 DQ4627.and have an estimated accuracy of +/- 3 meters.
 DQ4627
 DQ4627.The orthometric height was determined by differential leveling and
 DQ4627.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4627.in April 2017.
 DQ4627
 DQ4627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4627.GEOID18 height accuracy estimate available here.
 DQ4627
 DQ4627.Click photographs - Photos may exist for this station.
 DQ4627
 DQ4627.The dynamic height is computed by dividing the NAVD 88
 DQ4627.geopotential number by the normal gravity value computed on the
 DQ4627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4627.degrees latitude (g = 980.6199 gals.).
 DQ4627
 DQ4627.The modeled gravity was interpolated from observed gravity values.
 DQ4627
 DQ4627;                    North         East    Units  Estimated Accuracy
 DQ4627;SPC WI S     -   119,367.9     646,420.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4627
 DQ4627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0216571796(NAD 83)
 DQ4627
 DQ4627                          SUPERSEDED SURVEY CONTROL
 DQ4627
 DQ4627.No superseded survey control is available for this station.
 DQ4627
 DQ4627_MARKER: DD = SURVEY DISK
 DQ4627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4627_SP_SET: RETAINING WALL
 DQ4627_STAMPING: 2G28 2007
 DQ4627_MARK LOGO: WIDT
 DQ4627_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4627+STABILITY: SURFACE MOTION
 DQ4627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4627+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2021
 DQ4627
 DQ4627  HISTORY     - Date     Condition        Report By
 DQ4627  HISTORY     - 2007     MONUMENTED       WIDT
 DQ4627  HISTORY     - 20151111 GOOD             WIDT
 DQ4627  HISTORY     - 20210412 GOOD             WI2780
 DQ4627
 DQ4627                          STATION DESCRIPTION
 DQ4627
 DQ4627'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4627'THE STATION IS LOCATED IN THE CITY OF MADISON, NEAR THE UNIVERSITY OF
 DQ4627'WISCONSIN HOSPITAL AND THE VETERANS AFFAIRS HOSPITAL, APPROXIMATELY 11
 DQ4627'MI (17.7 KM) EAST-SOUTHEAST OF THE VILLAGE OF CROSS PLAINS AND 2.3 MI
 DQ4627'(3.7 KM) WEST OF THE WISCONSIN STATE CAPITOL BUILDING IN THE CITY OF
 DQ4627'MADISON.
 DQ4627'
 DQ4627'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY MS
 DQ4627'(UNIVERSITY AVENUE) WITH PARK STREET IN THE UNIVERSITY OF WISCONSIN
 DQ4627'CAMPUS AREA, GO WEST ON COUNTY HIGHWAY MS (UNIVERSITY AVENUE) FOR 0.55
 DQ4627'MI (0.88 KM) TO A RIGHT CURVE IN THE ROAD WITH UNIVERSITY AVENUE ON
 DQ4627'THE LEFT, KEEP RIGHT AND CONTINUE WEST ON CAMPUS DRIVE FOR 0.8 MI (1.3
 DQ4627'KM) TO THE HIGHLAND AVENUE EXIT ON THE RIGHT.  EXIT RIGHT AND CONTINUE
 DQ4627'WEST ALONG THE EXIT RAMP TO THE JUNCTION WITH HIGHLAND AVENUE.  FROM
 DQ4627'HIGHLAND AVENUE, GO WEST ALONG THE CAMPUS DRIVE ENTRY RAMP FOR
 DQ4627'APPROXIMATELY 300 FT (91.4 M) TO WEST END OF A CONCRETE RETAINING WALL
 DQ4627'ON THE LEFT AND THE STATION ON THE LEFT.
 DQ4627'
 DQ4627'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4627'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ4627'A CONCRETE RETAINING WALL, ABOUT 0.3 M (1.0 FT) HIGHER THAN THE
 DQ4627'CONCRETE SIDEWALK GRADE.  THE STATION IS LOCATED ALONG THE SOUTH SIDE
 DQ4627'OF THE CAMPUS DRIVE ENTRY RAMP, DIRECTLY OPPOSITE OF A LIGHT POLE
 DQ4627'-12871- WITH A -35 SPEED LIMIT- SIGN ATTACHED TO IT.
 DQ4627'
 DQ4627'IT IS 36 M (118.1 FT) EAST OF THE WEST END OF A CONCRETE SIDEWALK, 2.5
 DQ4627'M (8.2 FT) NORTH OF THE EDGE OF PAVEMENT OF CAMPUS DRIVE, 2.0 M (6.6
 DQ4627'FT) SOUTH OF THE BACK OF CURB OF THE ENTRY RAMP AND IS 0.2 M (0.7 FT)
 DQ4627'NORTH OF A WHITE PLASTIC WITNESS POST.
 DQ4627'
 DQ4627'NOTE-THIS STATION IS OBSTRUCTED BY A NEARBY TREE TO THE EAST EXTENDING
 DQ4627'HIGHER THAN 30 DEGREES ABOVE THE HORIZON.
 DQ4627
 DQ4627                          STATION RECOVERY (2021)
 DQ4627
 DQ4627'RECOVERY NOTE BY CITY OF MADISON WISCONSIN 2021 (DR)
 DQ4627'MAJOR SEWER CONSTRUCTION TO OCCUR IN ADJACENT WESTBOUND ON RAMP IN
 DQ4627'2022 OR 2023.  MAY DESTABILIZE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4632 ***********************************************************************
 DQ4632  DESIGNATION -  2G29
 DQ4632  PID         -  DQ4632
 DQ4632  STATE/COUNTY-  WI/DANE
 DQ4632  COUNTRY     -  US
 DQ4632  USGS QUAD   -  MIDDLETON (2018)
 DQ4632
 DQ4632                         *CURRENT SURVEY CONTROL
 DQ4632  ______________________________________________________________________
 DQ4632* NAD 83(1986) POSITION- 43 06 35.5    (N) 089 30 24.4    (W)   HD_HELD2
 DQ4632* NAVD 88 ORTHO HEIGHT -   283.521 (meters)      930.19  (feet) ADJUSTED
 DQ4632  ______________________________________________________________________
 DQ4632  GEOID HEIGHT    -        -34.327 (meters)                     GEOID18
 DQ4632  DYNAMIC HEIGHT  -        283.446 (meters)      929.94  (feet) COMP
 DQ4632  MODELED GRAVITY -    980,347.2   (mgal)                       NAVD 88
 DQ4632
 DQ4632  VERT ORDER      -  SECOND    CLASS I
 DQ4632
 DQ4632.The horizontal coordinates were established by autonomous hand held GPS
 DQ4632.observations and have an estimated accuracy of +/- 10 meters.
 DQ4632
 DQ4632.The orthometric height was determined by differential leveling and
 DQ4632.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4632.in April 2017.
 DQ4632
 DQ4632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4632.GEOID18 height accuracy estimate available here.
 DQ4632
 DQ4632.Click photographs - Photos may exist for this station.
 DQ4632
 DQ4632.The dynamic height is computed by dividing the NAVD 88
 DQ4632.geopotential number by the normal gravity value computed on the
 DQ4632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4632.degrees latitude (g = 980.6199 gals.).
 DQ4632
 DQ4632.The modeled gravity was interpolated from observed gravity values.
 DQ4632
 DQ4632;                    North         East    Units  Estimated Accuracy
 DQ4632;SPC WI S     -   123,414.      640,144.      MT  (+/- 10 meters HH2 GPS)
 DQ4632
 DQ4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9603676065(NAD 83)
 DQ4632
 DQ4632                          SUPERSEDED SURVEY CONTROL
 DQ4632
 DQ4632.No superseded survey control is available for this station.
 DQ4632
 DQ4632_MARKER: DD = SURVEY DISK
 DQ4632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4632_STAMPING: 2G29 2015
 DQ4632_MARK LOGO: COMIWI
 DQ4632_PROJECTION: FLUSH
 DQ4632_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4632+STABILITY: SURFACE MOTION
 DQ4632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4632+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2015
 DQ4632
 DQ4632  HISTORY     - Date     Condition        Report By
 DQ4632  HISTORY     - 1990     MONUMENTED       COMIWI
 DQ4632  HISTORY     - 20151104 GOOD             WIDT
 DQ4632
 DQ4632                          STATION DESCRIPTION
 DQ4632
 DQ4632'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4632'THE STATION IS LOCATED IN THE CITY OF MIDDLETON, APPROXIMATELY 6.9 MI
 DQ4632'(11.1 KM) EAST OF THE VILLAGE OF CROSS PLAINS AND 6.6 MI (10.6 KM)
 DQ4632'WEST-NORTHWEST OF THE WISCONSIN STATE CAPITOL BUILDING IN THE CITY OF
 DQ4632'MADISON.
 DQ4632'
 DQ4632'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 (BELTLINE
 DQ4632'HIGHWAY) WITH COUNTY HIGHWAY M (AIRPORT ROAD / CENTURY AVENUE) (EXIT
 DQ4632'250) IN THE CITY OF MIDDLETON, GO EAST ON CENTURY AVENUE FOR 0.55 MI
 DQ4632'(0.88 KM) TO NORTHBROOK DRIVE ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 DQ4632'ON NORTHBROOK DRIVE FOR 0.1 MI (0.2 KM) TO MOCKINGBIRD LANE AND THE
 DQ4632'STATION ON THE LEFT, LOCATED IN THE NORTHWEST CORNER OF THE CITY OF
 DQ4632'MIDDLETON PARKSIDE HEIGHTS PARK.
 DQ4632'
 DQ4632'THE STATION IS AN ALUMINUM CITY OF MIDDLETON BENCH MARK SET IN THE TOP
 DQ4632'OF A 20 CM (8 INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH
 DQ4632'SIDEWALK PAVEMENT.
 DQ4632'
 DQ4632'THE STATION IS 5.3 M (17.4 FT) EAST OF THE BACK OF CURB OF NORTHBROOK
 DQ4632'DRIVE, 5.2 M (17.1 FT) SOUTH OF THE BACK OF CURB OF MOCKINGBIRD LANE
 DQ4632'AND 5.7 M (18.7 FT) NORTHWEST OF A TREE WITH A TRUNK APPROXIMATELY 0.5
 DQ4632'M (1.6 FT) IN DIAMETER.
 DQ4632'
 DQ4632'NOTE-THE BENCH MARK WAS SET IN 1990 AND WAS STAMPED 2015 IN THE DISK
 DQ4632'DURING THE SURVEY.
 DQ4632'
 DQ4632'NOTE-THIS STATION IS OBSTRUCTED BY TREES AND IS NOT SUITABLE FOR GPS
 DQ4632'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9642 ***********************************************************************
 DF9642  DESIGNATION -  2H01
 DF9642  PID         -  DF9642
 DF9642  STATE/COUNTY-  WI/DANE
 DF9642  COUNTRY     -  US
 DF9642  USGS QUAD   -  COTTAGE GROVE (2018)
 DF9642
 DF9642                         *CURRENT SURVEY CONTROL
 DF9642  ______________________________________________________________________
 DF9642* NAD 83(1986) POSITION- 43 01 44.2    (N) 089 11 06.8    (W)   HD_HELD2
 DF9642* NAVD 88 ORTHO HEIGHT -   286.510 (meters)      939.99  (feet) ADJUSTED
 DF9642  ______________________________________________________________________
 DF9642  GEOID HEIGHT    -        -34.393 (meters)                     GEOID18
 DF9642  DYNAMIC HEIGHT  -        286.432 (meters)      939.74  (feet) COMP
 DF9642  MODELED GRAVITY -    980,340.7   (mgal)                       NAVD 88
 DF9642
 DF9642  VERT ORDER      -  SECOND    CLASS I
 DF9642
 DF9642.The horizontal coordinates were established by autonomous hand held GPS
 DF9642.observations and have an estimated accuracy of +/- 10 meters.
 DF9642
 DF9642.The orthometric height was determined by differential leveling and
 DF9642.adjusted by the WI DEPT OF TRANSP
 DF9642.in May 2012.
 DF9642
 DF9642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9642.GEOID18 height accuracy estimate available here.
 DF9642
 DF9642.Click photographs - Photos may exist for this station.
 DF9642
 DF9642.The dynamic height is computed by dividing the NAVD 88
 DF9642.geopotential number by the normal gravity value computed on the
 DF9642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9642.degrees latitude (g = 980.6199 gals.).
 DF9642
 DF9642.The modeled gravity was interpolated from observed gravity values.
 DF9642
 DF9642;                    North         East    Units  Estimated Accuracy
 DF9642;SPC WI S     -   114,630.      666,402.      MT  (+/- 10 meters HH2 GPS)
 DF9642
 DF9642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2196666346(NAD 83)
 DF9642
 DF9642                          SUPERSEDED SURVEY CONTROL
 DF9642
 DF9642  NAVD 88 (04/20/07)  286.492  (m)          939.93   (f) SUPERSEDED  2 1
 DF9642  NAVD 88 (02/25/04)  286.460  (m)          939.83   (f) SUPERSEDED  2 1
 DF9642
 DF9642.Superseded values are not recommended for survey control.
 DF9642
 DF9642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9642.See file dsdata.pdf to determine how the superseded data were derived.
 DF9642
 DF9642_MARKER: DD = SURVEY DISK
 DF9642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9642_STAMPING: 2H01 2002
 DF9642_MARK LOGO: WIDT
 DF9642_PROJECTION: FLUSH
 DF9642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9642+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2009
 DF9642
 DF9642  HISTORY     - Date     Condition        Report By
 DF9642  HISTORY     - 2001     MONUMENTED       WIDT
 DF9642  HISTORY     - 20061028 GOOD             USPSQD
 DF9642  HISTORY     - 20070418 GOOD             WIDT
 DF9642  HISTORY     - 20090817 GOOD             AEROME
 DF9642
 DF9642                          STATION DESCRIPTION
 DF9642
 DF9642'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9642'THE STATION IS LOCATED ABOUT 17 KM SOUTHEAST OF MADISON, 13 KM
 DF9642'SOUTHEAST OF MONONA AND 5 KM SOUTH OF COTTAGE GROVE.
 DF9642'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9642'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND INTERSTATE
 DF9642'HIGHWAY 90 WITH US HIGHWAY 12 ABOUT 8 KM SOUTHEAST OF THE CITY OF
 DF9642'MADISON, GO EAST ON US HIGHWAY 12 FOR 7.4 KM TO NORTH STAR ROAD,
 DF9642'CONTINUE EAST ON US HIGHWAY 12 FOR 0.3 KM TO THE STATION ON THE LEFT.
 DF9642'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9642'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9642'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9642'HIGHWAY PAVEMENT. THE STATION IS 14.9 M NORTH OF THE CENTERLINE OF US
 DF9642'HIGHWAY 12 WESTBOUND LANES, 108 M EAST OF SOUTHERNMOST METAL POST FOR
 DF9642'A --GLACIAL DRUMLIN STATE TRAIL--SIGN, 93 M WEST OF PRIVATE
 DF9642'ENTRANCE--2298 US HIGHWAY 12--, AND 0.6 M SOUTH OF A WOVEN WIRE
 DF9642'FENCE. ---NOTE---THE STATION IS EAST, WEST AND NORTH OF THREE WHITE
 DF9642'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9642'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9642
 DF9642                          STATION RECOVERY (2006)
 DF9642
 DF9642'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPW)
 DF9642'RECOVERED IN GOOD CONDITION.
 DF9642
 DF9642                          STATION RECOVERY (2007)
 DF9642
 DF9642'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9642'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 28.0 M
 DF9642'NORTH-NORTHEAST OF A --MERGE LEFT-- WOOD SIGN POST IN THE MEDIAN STRIP
 DF9642'FOR THE EASTBOUND LANES.  NOTE-- THE MONUMENT IS RECESSED 16 CM BELOW
 DF9642'GROUND LEVEL.
 DF9642
 DF9642                          STATION RECOVERY (2009)
 DF9642
 DF9642'RECOVERY NOTE BY AERO METRIC INC 2009
 DF9642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9641 ***********************************************************************
 DF9641  DESIGNATION -  2H02
 DF9641  PID         -  DF9641
 DF9641  STATE/COUNTY-  WI/DANE
 DF9641  COUNTRY     -  US
 DF9641  USGS QUAD   -  COTTAGE GROVE (2018)
 DF9641
 DF9641                         *CURRENT SURVEY CONTROL
 DF9641  ______________________________________________________________________
 DF9641* NAD 83(1986) POSITION- 43 01 47.8    (N) 089 09 25.9    (W)   HD_HELD2
 DF9641* NAVD 88 ORTHO HEIGHT -   288.356 (meters)      946.05  (feet) ADJUSTED
 DF9641  ______________________________________________________________________
 DF9641  GEOID HEIGHT    -        -34.396 (meters)                     GEOID18
 DF9641  DYNAMIC HEIGHT  -        288.278 (meters)      945.79  (feet) COMP
 DF9641  MODELED GRAVITY -    980,341.4   (mgal)                       NAVD 88
 DF9641
 DF9641  VERT ORDER      -  SECOND    CLASS I
 DF9641
 DF9641.The horizontal coordinates were established by autonomous hand held GPS
 DF9641.observations and have an estimated accuracy of +/- 10 meters.
 DF9641
 DF9641.The orthometric height was determined by differential leveling and
 DF9641.adjusted by the WI DEPT OF TRANSP
 DF9641.in May 2012.
 DF9641
 DF9641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9641.GEOID18 height accuracy estimate available here.
 DF9641
 DF9641.Click photographs - Photos may exist for this station.
 DF9641
 DF9641.The dynamic height is computed by dividing the NAVD 88
 DF9641.geopotential number by the normal gravity value computed on the
 DF9641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9641.degrees latitude (g = 980.6199 gals.).
 DF9641
 DF9641.The modeled gravity was interpolated from observed gravity values.
 DF9641
 DF9641;                    North         East    Units  Estimated Accuracy
 DF9641;SPC WI S     -   114,764.      668,685.      MT  (+/- 10 meters HH2 GPS)
 DF9641
 DF9641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2425366398(NAD 83)
 DF9641
 DF9641                          SUPERSEDED SURVEY CONTROL
 DF9641
 DF9641  NAVD 88 (04/20/07)  288.338  (m)          945.99   (f) SUPERSEDED  2 1
 DF9641  NAVD 88 (02/25/04)  288.306  (m)          945.88   (f) SUPERSEDED  2 1
 DF9641
 DF9641.Superseded values are not recommended for survey control.
 DF9641
 DF9641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9641.See file dsdata.pdf to determine how the superseded data were derived.
 DF9641
 DF9641_MARKER: DD = SURVEY DISK
 DF9641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9641_STAMPING: 2H02 2002
 DF9641_MARK LOGO: WIDT
 DF9641_PROJECTION: FLUSH
 DF9641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9641+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2007
 DF9641
 DF9641  HISTORY     - Date     Condition        Report By
 DF9641  HISTORY     - 2001     MONUMENTED       WIDT
 DF9641  HISTORY     - 20061028 GOOD             USPSQD
 DF9641  HISTORY     - 20070418 GOOD             WIDT
 DF9641
 DF9641                          STATION DESCRIPTION
 DF9641
 DF9641'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9641'THE STATION IS LOCATED ABOUT 19 KM SOUTHEAST OF MADISON, 11 KM EAST
 DF9641'NORTHEAST OF MCFARLAND AND 7 KM SOUTHWEST OF DEERFIELD.
 DF9641'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9641'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND INTERSTATE
 DF9641'HIGHWAY 90 WITH US HIGHWAY 12 ABOUT 8 KM SOUTHEAST OF THE CITY OF
 DF9641'MADISON, GO EAST ON US HIGHWAY 12 FOR 7.4 KM TO NORTH STAR ROAD,
 DF9641'CONTINUE EAST ON US HIGHWAY 12 FOR 2.6 KM TO THE STATION ON THE LEFT.
 DF9641'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9641'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9641'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 2 M BELOW
 DF9641'THE HIGHWAY PAVEMENT. THE STATION IS 19.6 M NORTH OF THE CENTERLINE
 DF9641'OF US HIGHWAY 12, 101 M WEST OF THE CENTERLINE OF PRIVATE
 DF9641'ENTRANCE--1922, 1924 U.S. HIGHWAY 12--, AND 1 M SOUTH OF A CULTIVATED
 DF9641'FIELD.  ---NOTE---THE STATION IS NORTH, EAST AND WEST OF THREE WHITE
 DF9641'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9641'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9641
 DF9641                          STATION RECOVERY (2006)
 DF9641
 DF9641'RECOVERY NOTE BY US POWER SQUADRON 2006 (GAD)
 DF9641'RECOVERED IN GOOD CONDITION.
 DF9641
 DF9641                          STATION RECOVERY (2007)
 DF9641
 DF9641'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9641'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.32 MILE WEST OF
 DF9641'COUNTY HIGHWAY BN SOUTH AND NORA ROAD NORTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9640 ***********************************************************************
 DF9640  DESIGNATION -  2H03
 DF9640  PID         -  DF9640
 DF9640  STATE/COUNTY-  WI/DANE
 DF9640  COUNTRY     -  US
 DF9640  USGS QUAD   -  COTTAGE GROVE (2018)
 DF9640
 DF9640                         *CURRENT SURVEY CONTROL
 DF9640  ______________________________________________________________________
 DF9640* NAD 83(1986) POSITION- 43 02 00.4    (N) 089 07 48.1    (W)   HD_HELD2
 DF9640* NAVD 88 ORTHO HEIGHT -   301.051 (meters)      987.70  (feet) ADJUSTED
 DF9640  ______________________________________________________________________
 DF9640  GEOID HEIGHT    -        -34.404 (meters)                     GEOID18
 DF9640  DYNAMIC HEIGHT  -        300.970 (meters)      987.43  (feet) COMP
 DF9640  MODELED GRAVITY -    980,342.4   (mgal)                       NAVD 88
 DF9640
 DF9640  VERT ORDER      -  SECOND    CLASS I
 DF9640
 DF9640.The horizontal coordinates were established by autonomous hand held GPS
 DF9640.observations and have an estimated accuracy of +/- 10 meters.
 DF9640
 DF9640.The orthometric height was determined by differential leveling and
 DF9640.adjusted by the WI DEPT OF TRANSP
 DF9640.in May 2012.
 DF9640
 DF9640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9640.GEOID18 height accuracy estimate available here.
 DF9640
 DF9640.Click photographs - Photos may exist for this station.
 DF9640
 DF9640.The dynamic height is computed by dividing the NAVD 88
 DF9640.geopotential number by the normal gravity value computed on the
 DF9640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9640.degrees latitude (g = 980.6199 gals.).
 DF9640
 DF9640.The modeled gravity was interpolated from observed gravity values.
 DF9640
 DF9640;                    North         East    Units  Estimated Accuracy
 DF9640;SPC WI S     -   115,176.      670,895.      MT  (+/- 10 meters HH2 GPS)
 DF9640
 DF9640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2647666730(NAD 83)
 DF9640
 DF9640                          SUPERSEDED SURVEY CONTROL
 DF9640
 DF9640  NAVD 88 (04/20/07)  301.032  (m)          987.64   (f) SUPERSEDED  2 1
 DF9640  NAVD 88 (02/25/04)  301.001  (m)          987.53   (f) SUPERSEDED  2 1
 DF9640
 DF9640.Superseded values are not recommended for survey control.
 DF9640
 DF9640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9640.See file dsdata.pdf to determine how the superseded data were derived.
 DF9640
 DF9640_MARKER: DD = SURVEY DISK
 DF9640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9640_STAMPING: 2HO3 2002
 DF9640_MARK LOGO: WIDT
 DF9640_PROJECTION: FLUSH
 DF9640_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9640+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2007
 DF9640
 DF9640  HISTORY     - Date     Condition        Report By
 DF9640  HISTORY     - 2001     MONUMENTED       WIDT
 DF9640  HISTORY     - 20061028 GOOD             USPSQD
 DF9640  HISTORY     - 20070418 GOOD             WIDT
 DF9640
 DF9640                          STATION DESCRIPTION
 DF9640
 DF9640'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9640'THE STATION IS LOCATED ABOUT 10 KM NORTHWEST OF CAMBRIDGE, 7 KM
 DF9640'SOUTHEAST OF COTTAGE GROVE AND 5 KM SOUTHWEST OF DEERFIELD.
 DF9640'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9640'STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY 18 WITH
 DF9640'STATE HIGHWAY 73 NORTH, GO NORTHWEST, THEN WEST ON US HIGHWAY 12 AND
 DF9640'US HIGHWAY 18 FOR 4.6 KM TO DEERFIELD ROAD AND THE STATION ON THE
 DF9640'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9640'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9640'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9640'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 21.2 M NORTH OF THE
 DF9640'CENTERLINE OF US HIGHWAY 12 AND US HIGHWAY 18, 23.3 M WEST OF A
 DF9640'YELLOW PLASTIC --R/W-- POST, 17.8 M EAST OF THE CENTERLINE OF
 DF9640'DEERFIELD ROAD, AND 4 M SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9640'STATION IS NORTHWEST, EAST AND SOUTH OF THREE WHITE PLASTIC WITNESS
 DF9640'POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 DF9640'HIGHER THAN 10 DEGREES ABOVE THE HORIZON EXCEPT FOR POWER POLES TO
 DF9640'THE WEST EXTENDING TO 20 DEGREES.
 DF9640
 DF9640                          STATION RECOVERY (2006)
 DF9640
 DF9640'RECOVERY NOTE BY US POWER SQUADRON 2006 (GAD)
 DF9640'RECOVERED IN GOOD CONDITION.
 DF9640
 DF9640                          STATION RECOVERY (2007)
 DF9640
 DF9640'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9640'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 17.8 M EAST OF THE
 DF9640'CENTERLINE OF DEERFIELD ROAD AND 8.6 M EAST-NORTHEAST OF THE TOP
 DF9640'CENTER OF A 70 CM DIAMETER CONCRETE CULVERT PIPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9639 ***********************************************************************
 DF9639  DESIGNATION -  2H04
 DF9639  PID         -  DF9639
 DF9639  STATE/COUNTY-  WI/DANE
 DF9639  COUNTRY     -  US
 DF9639  USGS QUAD   -  DEERFIELD (2018)
 DF9639
 DF9639                         *CURRENT SURVEY CONTROL
 DF9639  ______________________________________________________________________
 DF9639* NAD 83(1986) POSITION- 43 02 12.8    (N) 089 06 12.7    (W)   HD_HELD2
 DF9639* NAVD 88 ORTHO HEIGHT -   288.922 (meters)      947.90  (feet) ADJUSTED
 DF9639  ______________________________________________________________________
 DF9639  GEOID HEIGHT    -        -34.413 (meters)                     GEOID18
 DF9639  DYNAMIC HEIGHT  -        288.844 (meters)      947.65  (feet) COMP
 DF9639  MODELED GRAVITY -    980,343.7   (mgal)                       NAVD 88
 DF9639
 DF9639  VERT ORDER      -  SECOND    CLASS I
 DF9639
 DF9639.The horizontal coordinates were established by autonomous hand held GPS
 DF9639.observations and have an estimated accuracy of +/- 10 meters.
 DF9639
 DF9639.The orthometric height was determined by differential leveling and
 DF9639.adjusted by the WI DEPT OF TRANSP
 DF9639.in May 2012.
 DF9639
 DF9639.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9639.GEOID18 height accuracy estimate available here.
 DF9639
 DF9639.Click photographs - Photos may exist for this station.
 DF9639
 DF9639.The dynamic height is computed by dividing the NAVD 88
 DF9639.geopotential number by the normal gravity value computed on the
 DF9639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9639.degrees latitude (g = 980.6199 gals.).
 DF9639
 DF9639.The modeled gravity was interpolated from observed gravity values.
 DF9639
 DF9639;                    North         East    Units  Estimated Accuracy
 DF9639;SPC WI S     -   115,581.      673,051.      MT  (+/- 10 meters HH2 GPS)
 DF9639
 DF9639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2864467058(NAD 83)
 DF9639
 DF9639                          SUPERSEDED SURVEY CONTROL
 DF9639
 DF9639  NAVD 88 (04/20/07)  288.903  (m)          947.84   (f) SUPERSEDED  2 1
 DF9639  NAVD 88 (02/25/04)  288.872  (m)          947.74   (f) SUPERSEDED  2 1
 DF9639
 DF9639.Superseded values are not recommended for survey control.
 DF9639
 DF9639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9639.See file dsdata.pdf to determine how the superseded data were derived.
 DF9639
 DF9639_MARKER: DD = SURVEY DISK
 DF9639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9639_STAMPING: 2H04 2002
 DF9639_MARK LOGO: WIDT
 DF9639_PROJECTION: FLUSH
 DF9639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9639+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2007
 DF9639
 DF9639  HISTORY     - Date     Condition        Report By
 DF9639  HISTORY     - 2001     MONUMENTED       WIDT
 DF9639  HISTORY     - 20061028 GOOD             USPSQD
 DF9639  HISTORY     - 20070418 GOOD             WIDT
 DF9639
 DF9639                          STATION DESCRIPTION
 DF9639
 DF9639'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9639'THE STATION IS LOCATED ABOUT 16 KM SOUTHWEST OF LAKE MILLS, 8 KM
 DF9639'NORTHWEST OF CAMBRIDGE, AND 3 KM SOUTHWEST OF DEERFIELD.
 DF9639'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9639'STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY 18 WITH
 DF9639'STATE HIGHWAY 73 NORTH ABOUT 3 KM SOUTH OF THE VILLAGE OF DEERFIELD,
 DF9639'GO NORTHWEST, THEN WEST ON US HIGHWAY 12 AND US HIGHWAY 18 FOR 2.0 KM
 DF9639'TO SUNNY LANE ROAD ON THE LEFT, CONTINUE WEST ON US HIGHWAY 12 AND US
 DF9639'HIGHWAY 18 FOR 0.4 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 DF9639'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9639'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9639'A DEPTH OF 2.4 M AND ABOUT 2.5 M ABOVE THE HIGHWAY PAVEMENT. THE
 DF9639'STATION IS 25.1 M NORTH OF THE CENTERLINE OF US HIGHWAY 12 AND US
 DF9639'HIGHWAY 18, 0.3 KM EAST OF OAK PARK ROAD TO THE RIGHT AND COUNTY
 DF9639'HIGHWAY W TO THE LEFT, 29.1 M NORTHWEST OF A WOOD POST FOR A
 DF9639'--JUNCTION COUNTY HIGHWAY W-- SIGN, AND 5 M SOUTH OF A CULTIVATED
 DF9639'FIELD.  ---NOTE---THE STATION IS EAST, WEST AND SOUTH OF THREE WHITE
 DF9639'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9639'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF9639
 DF9639                          STATION RECOVERY (2006)
 DF9639
 DF9639'RECOVERY NOTE BY US POWER SQUADRON 2006 (GAD)
 DF9639'RECOVERED IN GOOD CONDITION.
 DF9639
 DF9639                          STATION RECOVERY (2007)
 DF9639
 DF9639'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9639'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 27.0 M NORTHEAST OF
 DF9639'A WHITE --ST. PAUL S LIBERTY LUTHERAN-- SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9637 ***********************************************************************
 DF9637  DESIGNATION -  2H06
 DF9637  PID         -  DF9637
 DF9637  STATE/COUNTY-  WI/DANE
 DF9637  COUNTRY     -  US
 DF9637  USGS QUAD   -  DEERFIELD (2018)
 DF9637
 DF9637                         *CURRENT SURVEY CONTROL
 DF9637  ______________________________________________________________________
 DF9637* NAD 83(1986) POSITION- 43 01 12.7    (N) 089 03 21.7    (W)   HD_HELD2
 DF9637* NAVD 88 ORTHO HEIGHT -   272.076 (meters)      892.64  (feet) ADJUSTED
 DF9637  ______________________________________________________________________
 DF9637  GEOID HEIGHT    -        -34.391 (meters)                     GEOID18
 DF9637  DYNAMIC HEIGHT  -        272.002 (meters)      892.39  (feet) COMP
 DF9637  MODELED GRAVITY -    980,345.0   (mgal)                       NAVD 88
 DF9637
 DF9637  VERT ORDER      -  SECOND    CLASS I
 DF9637
 DF9637.The horizontal coordinates were established by autonomous hand held GPS
 DF9637.observations and have an estimated accuracy of +/- 10 meters.
 DF9637
 DF9637.The orthometric height was determined by differential leveling and
 DF9637.adjusted by the WI DEPT OF TRANSP
 DF9637.in May 2012.
 DF9637
 DF9637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9637.GEOID18 height accuracy estimate available here.
 DF9637
 DF9637.Click photographs - Photos may exist for this station.
 DF9637
 DF9637.The dynamic height is computed by dividing the NAVD 88
 DF9637.geopotential number by the normal gravity value computed on the
 DF9637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9637.degrees latitude (g = 980.6199 gals.).
 DF9637
 DF9637.The modeled gravity was interpolated from observed gravity values.
 DF9637
 DF9637;                    North         East    Units  Estimated Accuracy
 DF9637;SPC WI S     -   113,769.      676,942.      MT  (+/- 10 meters HH2 GPS)
 DF9637
 DF9637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3246865108(NAD 83)
 DF9637
 DF9637                          SUPERSEDED SURVEY CONTROL
 DF9637
 DF9637  NAVD 88 (04/20/07)  272.056  (m)          892.57   (f) SUPERSEDED  2 1
 DF9637  NAVD 88 (02/25/04)  272.026  (m)          892.47   (f) SUPERSEDED  2 1
 DF9637
 DF9637.Superseded values are not recommended for survey control.
 DF9637
 DF9637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9637.See file dsdata.pdf to determine how the superseded data were derived.
 DF9637
 DF9637_MARKER: DD = SURVEY DISK
 DF9637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9637_STAMPING: 2H06 2002
 DF9637_MARK LOGO: WIDT
 DF9637_PROJECTION: FLUSH
 DF9637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9637+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2009
 DF9637
 DF9637  HISTORY     - Date     Condition        Report By
 DF9637  HISTORY     - 2001     MONUMENTED       WIDT
 DF9637  HISTORY     - 20061028 GOOD             USPSQD
 DF9637  HISTORY     - 20090817 GOOD             AEROME
 DF9637
 DF9637                          STATION DESCRIPTION
 DF9637
 DF9637'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9637'THE STATION IS LOCATED ABOUT 18 KM NORTHEAST OF STOUGHTON, 4 KM
 DF9637'SOUTH-SOUTHEAST OF DEERFIELD AND 4 KM NORTHWEST OF CAMBRIDGE.
 DF9637'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9637'STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY 18 WITH
 DF9637'STATE HIGHWAY 73 SOUTH ABOUT 3 KM SOUTH-SOUTHEAST OF THE VILLAGE OF
 DF9637'DEERFIELD, GO EAST ON US HIGHWAY 12 AND US HIGHWAY 18 FOR 1.2 KM TO
 DF9637'CLEARVIEW ROAD, CONTINUE EAST ON US HIGHWAY 12 AND US HIGHWAY 18 FOR
 DF9637'0.1 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9637'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9637'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9637'AND ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 17.6 M SOUTH
 DF9637'OF THE CENTERLINE OF US HIGHWAY 12 AND US HIGHWAY 18, 69 M WEST OF
 DF9637'THE EXTENDED CENTERLINE OF STATE FARM ROAD, 35.3 M EAST SOUTHEAST OF
 DF9637'THE SOUTHERNMOST WOOD POST FOR A --THOMPSON CORRECTIONAL CENTER-STATE
 DF9637'FARM ROAD LEFT-- SIGN, AND 2 M NORTH OF A CULTIVATED FIELD.
 DF9637'---NOTE---THE STATION IS WEST, EAST AND SOUTH OF THREE WHITE PLASTIC
 DF9637'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9637'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9637
 DF9637                          STATION RECOVERY (2006)
 DF9637
 DF9637'RECOVERY NOTE BY US POWER SQUADRON 2006 (GAD)
 DF9637'RECOVERED IN GOOD CONDITION.
 DF9637
 DF9637                          STATION RECOVERY (2009)
 DF9637
 DF9637'RECOVERY NOTE BY AERO METRIC INC 2009
 DF9637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9636 ***********************************************************************
 DF9636  DESIGNATION -  2H07
 DF9636  PID         -  DF9636
 DF9636  STATE/COUNTY-  WI/DANE
 DF9636  COUNTRY     -  US
 DF9636  USGS QUAD   -  DEERFIELD (2018)
 DF9636
 DF9636                         *CURRENT SURVEY CONTROL
 DF9636  ______________________________________________________________________
 DF9636* NAD 83(1986) POSITION- 43 00 59.0    (N) 089 02 02.0    (W)   HD_HELD2
 DF9636* NAVD 88 ORTHO HEIGHT -   268.635 (meters)      881.35  (feet) ADJUSTED
 DF9636  ______________________________________________________________________
 DF9636  GEOID HEIGHT    -        -34.388 (meters)                     GEOID18
 DF9636  DYNAMIC HEIGHT  -        268.562 (meters)      881.11  (feet) COMP
 DF9636  MODELED GRAVITY -    980,345.6   (mgal)                       NAVD 88
 DF9636
 DF9636  VERT ORDER      -  SECOND    CLASS I
 DF9636
 DF9636.The horizontal coordinates were established by autonomous hand held GPS
 DF9636.observations and have an estimated accuracy of +/- 10 meters.
 DF9636
 DF9636.The orthometric height was determined by differential leveling and
 DF9636.adjusted by the WI DEPT OF TRANSP
 DF9636.in May 2012.
 DF9636
 DF9636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9636.GEOID18 height accuracy estimate available here.
 DF9636
 DF9636.Click photographs - Photos may exist for this station.
 DF9636
 DF9636.The dynamic height is computed by dividing the NAVD 88
 DF9636.geopotential number by the normal gravity value computed on the
 DF9636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9636.degrees latitude (g = 980.6199 gals.).
 DF9636
 DF9636.The modeled gravity was interpolated from observed gravity values.
 DF9636
 DF9636;                    North         East    Units  Estimated Accuracy
 DF9636;SPC WI S     -   113,367.      678,751.      MT  (+/- 10 meters HH2 GPS)
 DF9636
 DF9636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3426264642(NAD 83)
 DF9636
 DF9636                          SUPERSEDED SURVEY CONTROL
 DF9636
 DF9636  NAVD 88 (04/20/07)  268.615  (m)          881.28   (f) SUPERSEDED  2 1
 DF9636  NAVD 88 (02/25/04)  268.585  (m)          881.18   (f) SUPERSEDED  2 1
 DF9636
 DF9636.Superseded values are not recommended for survey control.
 DF9636
 DF9636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9636.See file dsdata.pdf to determine how the superseded data were derived.
 DF9636
 DF9636_MARKER: DD = SURVEY DISK
 DF9636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9636_STAMPING: 2H07 2002
 DF9636_MARK LOGO: WIDT
 DF9636_PROJECTION: FLUSH
 DF9636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9636+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DF9636
 DF9636  HISTORY     - Date     Condition        Report By
 DF9636  HISTORY     - 2001     MONUMENTED       WIDT
 DF9636  HISTORY     - 20061028 GOOD             USPSQD
 DF9636  HISTORY     - 20070417 GOOD             WIDT
 DF9636
 DF9636                          STATION DESCRIPTION
 DF9636
 DF9636'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9636'THE STATION IS LOCATED ABOUT 21 KM EAST OF MCFARLAND, 5 KM SOUTHEAST
 DF9636'OF DEERFIELD AND 2 KM NORTHWEST OF CAMBRIDGE. OWNERSHIP--WISCONSIN
 DF9636'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9636'OF US HIGHWAY 12 AND US HIGHWAY 18 WITH STATE HIGHWAY 73 SOUTH ABOUT
 DF9636'3 KM SOUTH-SOUTHEAST OF THE VILLAGE OF DEERFIELD, GO EAST ON US
 DF9636'HIGHWAY 12 AND US HIGHWAY 18 FOR 1.4 KM TO STATE FARM ROAD ON THE
 DF9636'LEFT, CONTINUE EAST ON US HIGHWAY 12 AND US HIGHWAY 18 FOR 1.8 KM TO
 DF9636'THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9636'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9636'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9636'0.5 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 15.0 M
 DF9636'NORTH-NORTHEAST OF THE CENTERLINE OF US HIGHWAY 12 AND US HIGHWAY 18,
 DF9636'43.8 M WEST-NORTHWEST OF POWER POLE --6-12-2 50/32--, 43.4 M
 DF9636'EAST-SOUTHEAST OF TELELEPHONE PEDESTAL --2108--, AND 1 M SOUTH
 DF9636'SOUTHWEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS 1.0 M
 DF9636'SOUTHWEST OF A WHITE PLASTIC WITNESS POST. ---NOTE2---THIS STATION
 DF9636'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 DF9636'THE HORIZON.
 DF9636
 DF9636                          STATION RECOVERY (2006)
 DF9636
 DF9636'RECOVERY NOTE BY US POWER SQUADRON 2006 (GAD)
 DF9636'RECOVERED IN GOOD CONDITION.
 DF9636
 DF9636                          STATION RECOVERY (2007)
 DF9636
 DF9636'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9636'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 26.0 M WEST OF THE
 DF9636'CENTERLINE OF A GRAVEL ENTRANCE, 20.5 M WEST OF A YELLOW PLASTIC
 DF9636'RIGHT-OF-WAY POST, AND 1.0 M SOUTHWEST, 1.0 M NORTHWEST, AND 1.0 M
 DF9636'EAST OF THREE WHITE PLASTIC WITNESS POSTS.   NOTE-- THE CULTIVATED
 DF9636'FIELD DESCRIBED IN 2001 IS NOW A MOWED GRASSY AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9812 ***********************************************************************
 DF9812  DESIGNATION -  2H45
 DF9812  PID         -  DF9812
 DF9812  STATE/COUNTY-  WI/DANE
 DF9812  COUNTRY     -  US
 DF9812  USGS QUAD   -  WAUNAKEE (2018)
 DF9812
 DF9812                         *CURRENT SURVEY CONTROL
 DF9812  ______________________________________________________________________
 DF9812* NAD 83(1986) POSITION- 43 11 15.82   (N) 089 29 35.82   (W)   HD_HELD1
 DF9812* NAVD 88 ORTHO HEIGHT -   281.540 (meters)      923.69  (feet) ADJUSTED
 DF9812  ______________________________________________________________________
 DF9812  GEOID HEIGHT    -        -34.509 (meters)                     GEOID18
 DF9812  DYNAMIC HEIGHT  -        281.467 (meters)      923.45  (feet) COMP
 DF9812  MODELED GRAVITY -    980,351.8   (mgal)                       NAVD 88
 DF9812
 DF9812  VERT ORDER      -  SECOND    CLASS I
 DF9812
 DF9812.The horizontal coordinates were determined by differentially corrected
 DF9812.hand held GPS observations or other comparable positioning techniques
 DF9812.and have an estimated accuracy of +/- 3 meters.
 DF9812
 DF9812.The orthometric height was determined by differential leveling and
 DF9812.adjusted by the WI DEPT OF TRANSP
 DF9812.in May 2012.
 DF9812
 DF9812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9812.GEOID18 height accuracy estimate available here.
 DF9812
 DF9812.Click photographs - Photos may exist for this station.
 DF9812
 DF9812.The dynamic height is computed by dividing the NAVD 88
 DF9812.geopotential number by the normal gravity value computed on the
 DF9812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9812.degrees latitude (g = 980.6199 gals.).
 DF9812
 DF9812.The modeled gravity was interpolated from observed gravity values.
 DF9812
 DF9812;                    North         East    Units  Estimated Accuracy
 DF9812;SPC WI S     -   132,070.1     641,189.4     MT  (+/- 3 meters HH1 GPS) 
 DF9812
 DF9812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9739284680(NAD 83)
 DF9812
 DF9812                          SUPERSEDED SURVEY CONTROL
 DF9812
 DF9812  NAVD 88 (04/20/07)  281.522  (m)          923.63   (f) SUPERSEDED  2 1
 DF9812  NAVD 88 (02/25/04)  281.485  (m)          923.51   (f) SUPERSEDED  2 1
 DF9812
 DF9812.Superseded values are not recommended for survey control.
 DF9812
 DF9812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9812.See file dsdata.pdf to determine how the superseded data were derived.
 DF9812
 DF9812_MARKER: DD = SURVEY DISK
 DF9812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9812_STAMPING: 2H45 2002
 DF9812_MARK LOGO: WIDT
 DF9812_PROJECTION: FLUSH
 DF9812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9812+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9812
 DF9812  HISTORY     - Date     Condition        Report By
 DF9812  HISTORY     - 2001     MONUMENTED       WIDT
 DF9812  HISTORY     - 20060212 GOOD             USPSQD
 DF9812  HISTORY     - 20070402 GOOD             WIDT
 DF9812  HISTORY     - 20120405 GOOD             WIDT
 DF9812  HISTORY     - 20120702 GOOD             WIDT
 DF9812
 DF9812                          STATION DESCRIPTION
 DF9812
 DF9812'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9812'THE STATION IS LOCATED ABOUT 15 KM NORTHWEST OF MADISON, 10 KM NORTH
 DF9812'OF MIDDLETON, AND 3 KM WEST OF WAUNAKEE.  OWNERSHIP--TOWN OF
 DF9812'SPRINGFIELD.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12
 DF9812'WITH STATE HIGHWAY 19 ABOUT 11 KM NORTH-NORTHWEST OF THE CITY OF
 DF9812'MIDDLETON, GO EAST ON STATE HIGHWAY 19 FOR 5.1 KM TO KINGSLEY ROAD ON
 DF9812'THE RIGHT, TURN RIGHT AND GO SOUTH ON KINGSLEY ROAD FOR 0.1 KM TO THE
 DF9812'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9812'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9812'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9812'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.0 M WEST-SOUTHWEST OF
 DF9812'THE CENTERLINE OF KINGSLEY ROAD, 90 M NORTH-NORTHWEST OF THE NORTH
 DF9812'END OF THE WEST ABUTMENT OF BRIDGE --B80-28 1937--, 48.0 M
 DF9812'SOUTH-SOUTHEAST OF A METAL POST FOR A --WEIGHT LIMIT 8 TONS-- SIGN,
 DF9812'AND 14.3 M NORTH-NORTHWEST OF A METAL POST FOR A --ROAD CURVES
 DF9812'AHEAD-- SIGN.  ---NOTE---THE STATION IS SOUTH, NORTH AND EAST OF
 DF9812'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9812'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9812'HORIZON.
 DF9812
 DF9812                          STATION RECOVERY (2006)
 DF9812
 DF9812'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 DF9812'NORTH WITNESS POST IS DOWN
 DF9812
 DF9812                          STATION RECOVERY (2007)
 DF9812
 DF9812'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9812'RECOVERED IN GOOD CONDITION.  NOTE-- THE --WEIGHT LIMIT-- SIGN IS
 DF9812'ATTACHED TO THE --ROAD CURVES AHEAD-- SIGN POST.
 DF9812
 DF9812                          STATION RECOVERY (2012)
 DF9812
 DF9812'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (GRS)
 DF9812'DESCRIPTION REVISION FOLLOWS.  THE STATION IS LOCATED 18 M
 DF9812'NORTH-NORTHEAST OF A 30-CM-DIAMETER TREE PROJECTING 25 DEGREES ABOVE
 DF9812'THE HORIZON.  THE STATION IS LOCATED 18.7 M SOUTH OF A METAL POST FOR
 DF9812'AN  ADOPT-A-HIGHWAY (THE ELLICKSON FAMILY)  ROAD SIGN AND 14.3 M
 DF9812'NORTH-NORTHEAST (NOT NORTH-NORTHWEST) OF A METAL POST FOR A  ROAD
 DF9812'CURVES AHEAD  SIGN.
 DF9812'THE  WEIGHT LIMIT 8 TONS  SIGN NOTED PREVIOUSLY IS GONE.  THE STATION
 DF9812'IS 0.2 M BELOW THE ROAD PAVEMENT (NOT LEVEL WITH THE ROAD PAVEMENT)
 DF9812'AND 0.4 M EAST OF A WHITE PLASTIC WITNESS POST.
 DF9812'
 DF9812
 DF9812                          STATION RECOVERY (2012)
 DF9812
 DF9812'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9812'RECOVERED AS DESCRIBED---NOTE---TREES OBSTRUCTING TO THE SOUTH
 DF9812'SOUTHWEST EXTENDING TO 30  ON THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9811 ***********************************************************************
 DF9811  DESIGNATION -  2H46
 DF9811  PID         -  DF9811
 DF9811  STATE/COUNTY-  WI/DANE
 DF9811  COUNTRY     -  US
 DF9811  USGS QUAD   -  WAUNAKEE (2018)
 DF9811
 DF9811                         *CURRENT SURVEY CONTROL
 DF9811  ______________________________________________________________________
 DF9811* NAD 83(1986) POSITION- 43 11 31.3    (N) 089 28 25.0    (W)   HD_HELD2
 DF9811* NAVD 88 ORTHO HEIGHT -   280.367 (meters)      919.84  (feet) ADJUSTED
 DF9811  ______________________________________________________________________
 DF9811  GEOID HEIGHT    -        -34.536 (meters)                     GEOID18
 DF9811  DYNAMIC HEIGHT  -        280.294 (meters)      919.60  (feet) COMP
 DF9811  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 DF9811
 DF9811  VERT ORDER      -  SECOND    CLASS I
 DF9811
 DF9811.The horizontal coordinates were established by autonomous hand held GPS
 DF9811.observations and have an estimated accuracy of +/- 10 meters.
 DF9811
 DF9811.The orthometric height was determined by differential leveling and
 DF9811.adjusted by the WI DEPT OF TRANSP
 DF9811.in May 2012.
 DF9811
 DF9811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9811.GEOID18 height accuracy estimate available here.
 DF9811
 DF9811.Click photographs - Photos may exist for this station.
 DF9811
 DF9811.The dynamic height is computed by dividing the NAVD 88
 DF9811.geopotential number by the normal gravity value computed on the
 DF9811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9811.degrees latitude (g = 980.6199 gals.).
 DF9811
 DF9811.The modeled gravity was interpolated from observed gravity values.
 DF9811
 DF9811;                    North         East    Units  Estimated Accuracy
 DF9811;SPC WI S     -   132,558.      642,785.      MT  (+/- 10 meters HH2 GPS)
 DF9811
 DF9811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9900585110(NAD 83)
 DF9811
 DF9811                          SUPERSEDED SURVEY CONTROL
 DF9811
 DF9811  NAVD 88 (04/20/07)  280.348  (m)          919.78   (f) SUPERSEDED  2 1
 DF9811  NAVD 88 (02/25/04)  280.312  (m)          919.66   (f) SUPERSEDED  2 1
 DF9811
 DF9811.Superseded values are not recommended for survey control.
 DF9811
 DF9811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9811.See file dsdata.pdf to determine how the superseded data were derived.
 DF9811
 DF9811_MARKER: DD = SURVEY DISK
 DF9811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9811_STAMPING: 2H46 2002
 DF9811_MARK LOGO: WIDT
 DF9811_PROJECTION: FLUSH
 DF9811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9811+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9811
 DF9811  HISTORY     - Date     Condition        Report By
 DF9811  HISTORY     - 2001     MONUMENTED       WIDT
 DF9811  HISTORY     - 20060212 GOOD             USPSQD
 DF9811  HISTORY     - 20070402 GOOD             WIDT
 DF9811  HISTORY     - 20120405 GOOD             WIDT
 DF9811  HISTORY     - 20120702 GOOD             WIDT
 DF9811
 DF9811                          STATION DESCRIPTION
 DF9811
 DF9811'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9811'THE STATION IS LOCATED ABOUT 14 KM NORTHWEST OF MADISON, 11 KM
 DF9811'NORTH-NORTHEAST OF MIDDLETON, AND 1 KM WEST OF WAUNAKEE.
 DF9811'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9811'STATION FROM THE JUNCTION OF STATE HIGHWAY 19 (MAIN STREET) WITH
 DF9811'STATE HIGHWAY 113 (CENTURY AVENUE) IN THE VILLAGE OF WAUNAKEE, GO
 DF9811'WEST ON STATE HIGHWAY 19 (MAIN STREET) FOR 0.7 KM TO DORN DRIVE ON
 DF9811'THE LEFT, CONTINUE WEST ON STATE HIGHWAY 19 (MAIN STREET) FOR 0.2 KM
 DF9811'TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DF9811'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9811'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9811'AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.5 M
 DF9811'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 19 (MAIN STREET), 90 M WEST
 DF9811'OF THE SOUTHERNMOST WOOD POST FOR A --WAUNAKEE POPULATION-- SIGN,
 DF9811'31.8 M EAST OF A WOOD POST FOR A --REDUCED SPEED AHEAD 35 MPH-- SIGN,
 DF9811'26.4 M SOUTH OF POWER POLE --8-9-6 21/0--, AND 1 M NORTH OF A FIELD.
 DF9811'---NOTE---THE STATION IS NORTH, EAST AND WEST OF THREE WHITE PLASTIC
 DF9811'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9811'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9811
 DF9811                          STATION RECOVERY (2006)
 DF9811
 DF9811'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 DF9811'ALL WITMESS POSTS ARE DOWN
 DF9811
 DF9811                          STATION RECOVERY (2007)
 DF9811
 DF9811'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9811'RECOVERED IN GOOD CONDITION.  NOTE1-- THE STATION IS 1.0 M NORTH, 1.0
 DF9811'M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE2--
 DF9811'A LARGE CHUNK OF CONCRETE HAS BEEN REMOVED FROM THE SOUTHERN THIRD OF
 DF9811'THE CONCRETE POST POSSIBLY BY RECENT MOWING OPERATIONS.  THE DISK IS
 DF9811'IN GOOD CONDITION.
 DF9811
 DF9811                          STATION RECOVERY (2012)
 DF9811
 DF9811'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (GRS)
 DF9811'RECOVERED AS DESCRIBED EXCEPT THE STATION IS 7 M NORTH OF A FIELD (NOT
 DF9811'1 M) AND 1.0 M NORTH, 1.0 M EAST, AND 0.9 M WEST OF THREE WHITE
 DF9811'PLASTIC WITNESS POSTS.
 DF9811
 DF9811                          STATION RECOVERY (2012)
 DF9811
 DF9811'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9811'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9810 ***********************************************************************
 DF9810  DESIGNATION -  2H47
 DF9810  PID         -  DF9810
 DF9810  STATE/COUNTY-  WI/DANE
 DF9810  COUNTRY     -  US
 DF9810  USGS QUAD   -  WAUNAKEE (2018)
 DF9810
 DF9810                         *CURRENT SURVEY CONTROL
 DF9810  ______________________________________________________________________
 DF9810* NAD 83(1986) POSITION- 43 11 30.6    (N) 089 26 39.8    (W)   HD_HELD2
 DF9810* NAVD 88 ORTHO HEIGHT -   282.020 (meters)      925.26  (feet) ADJUSTED
 DF9810  ______________________________________________________________________
 DF9810  GEOID HEIGHT    -        -34.560 (meters)                     GEOID18
 DF9810  DYNAMIC HEIGHT  -        281.946 (meters)      925.02  (feet) COMP
 DF9810  MODELED GRAVITY -    980,351.2   (mgal)                       NAVD 88
 DF9810
 DF9810  VERT ORDER      -  SECOND    CLASS I
 DF9810
 DF9810.The horizontal coordinates were established by autonomous hand held GPS
 DF9810.observations and have an estimated accuracy of +/- 10 meters.
 DF9810
 DF9810.The orthometric height was determined by differential leveling and
 DF9810.adjusted by the WI DEPT OF TRANSP
 DF9810.in May 2012.
 DF9810
 DF9810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9810.GEOID18 height accuracy estimate available here.
 DF9810
 DF9810.Click photographs - Photos may exist for this station.
 DF9810
 DF9810.The dynamic height is computed by dividing the NAVD 88
 DF9810.geopotential number by the normal gravity value computed on the
 DF9810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9810.degrees latitude (g = 980.6199 gals.).
 DF9810
 DF9810.The modeled gravity was interpolated from observed gravity values.
 DF9810
 DF9810;                    North         East    Units  Estimated Accuracy
 DF9810;SPC WI S     -   132,551.      645,161.      MT  (+/- 10 meters HH2 GPS)
 DF9810
 DF9810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0137885018(NAD 83)
 DF9810
 DF9810                          SUPERSEDED SURVEY CONTROL
 DF9810
 DF9810  NAVD 88 (04/20/07)  282.001  (m)          925.20   (f) SUPERSEDED  2 1
 DF9810  NAVD 88 (02/25/04)  281.965  (m)          925.08   (f) SUPERSEDED  2 1
 DF9810
 DF9810.Superseded values are not recommended for survey control.
 DF9810
 DF9810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9810.See file dsdata.pdf to determine how the superseded data were derived.
 DF9810
 DF9810_MARKER: DD = SURVEY DISK
 DF9810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9810_STAMPING: 2H47 2002
 DF9810_MARK LOGO: WIDT
 DF9810_PROJECTION: FLUSH
 DF9810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9810+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9810
 DF9810  HISTORY     - Date     Condition        Report By
 DF9810  HISTORY     - 2001     MONUMENTED       WIDT
 DF9810  HISTORY     - 20060212 GOOD             USPSQD
 DF9810  HISTORY     - 20070403 GOOD             WIDT
 DF9810  HISTORY     - 20120702 GOOD             WIDT
 DF9810
 DF9810                          STATION DESCRIPTION
 DF9810
 DF9810'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9810'THE STATION IS LOCATED ABOUT 13 KM NORTHWEST OF MADISON  IN WAUNAKEE.
 DF9810'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9810'STATION FROM THE JUNCTION OF STATE HIGHWAY 19 (MAIN STREET) WITH
 DF9810'STATE HIGHWAY 113 (CENTURY AVENUE) IN THE VILLAGE OF WAUNAKEE, GO
 DF9810'EAST ON STATE HIGHWAY 19 (MAIN STREET) FOR 1.2 KM TO DIVISION STREET,
 DF9810'CONTINUE EAST ON STATE HIGHWAY 19 (MAIN STREET) FOR 0.2 KM TO THE
 DF9810'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9810'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9810'OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 DF9810'PAVEMENT.  THE STATION IS 14.8 M SOUTH OF THE CENTERLINE OF STATE
 DF9810'HIGHWAY 19 (MAIN STREET), 132 M WEST OF THE CENTERLINE OF MARSHALL
 DF9810'DRIVE, 90 M EAST-SOUTHEAST OF A WOOD POST FOR A --SPEED LIMIT 45--
 DF9810'SIGN, AND 31.6 M NORTHEAST OF THE TOP CENTER OF TELEPHONE PEDESTAL
 DF9810'--2000 01--.  ---NOTE---THE STATION IS 0.3 M NORTH OF A WHITE PLASTIC
 DF9810'WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9810'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9810
 DF9810                          STATION RECOVERY (2006)
 DF9810
 DF9810'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 DF9810'RECOVERED IN GOOD CONDITION.
 DF9810
 DF9810                          STATION RECOVERY (2007)
 DF9810
 DF9810'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9810'RECOVERED IN GOOD CONDITION.
 DF9810
 DF9810                          STATION RECOVERY (2012)
 DF9810
 DF9810'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9810'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9808 ***********************************************************************
 DF9808  DESIGNATION -  2H48
 DF9808  PID         -  DF9808
 DF9808  STATE/COUNTY-  WI/DANE
 DF9808  COUNTRY     -  US
 DF9808  USGS QUAD   -  WAUNAKEE (2018)
 DF9808
 DF9808                         *CURRENT SURVEY CONTROL
 DF9808  ______________________________________________________________________
 DF9808* NAD 83(1986) POSITION- 43 11 36.8    (N) 089 23 12.5    (W)   HD_HELD2
 DF9808* NAVD 88 ORTHO HEIGHT -   282.740 (meters)      927.62  (feet) ADJUSTED
 DF9808  ______________________________________________________________________
 DF9808  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 DF9808  DYNAMIC HEIGHT  -        282.666 (meters)      927.38  (feet) COMP
 DF9808  MODELED GRAVITY -    980,350.3   (mgal)                       NAVD 88
 DF9808
 DF9808  VERT ORDER      -  SECOND    CLASS I
 DF9808
 DF9808.The horizontal coordinates were established by autonomous hand held GPS
 DF9808.observations and have an estimated accuracy of +/- 10 meters.
 DF9808
 DF9808.The orthometric height was determined by differential leveling and
 DF9808.adjusted by the WI DEPT OF TRANSP
 DF9808.in May 2012.
 DF9808
 DF9808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9808.GEOID18 height accuracy estimate available here.
 DF9808
 DF9808.Click photographs - Photos may exist for this station.
 DF9808
 DF9808.The dynamic height is computed by dividing the NAVD 88
 DF9808.geopotential number by the normal gravity value computed on the
 DF9808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9808.degrees latitude (g = 980.6199 gals.).
 DF9808
 DF9808.The modeled gravity was interpolated from observed gravity values.
 DF9808
 DF9808;                    North         East    Units  Estimated Accuracy
 DF9808;SPC WI S     -   132,776.      649,840.      MT  (+/- 10 meters HH2 GPS)
 DF9808
 DF9808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0606385074(NAD 83)
 DF9808
 DF9808                          SUPERSEDED SURVEY CONTROL
 DF9808
 DF9808  NAVD 88 (04/20/07)  282.721  (m)          927.56   (f) SUPERSEDED  2 1
 DF9808  NAVD 88 (02/25/04)  282.686  (m)          927.45   (f) SUPERSEDED  2 1
 DF9808
 DF9808.Superseded values are not recommended for survey control.
 DF9808
 DF9808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9808.See file dsdata.pdf to determine how the superseded data were derived.
 DF9808
 DF9808_MARKER: DD = SURVEY DISK
 DF9808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9808_STAMPING: 2H48 2002
 DF9808_MARK LOGO: WIDT
 DF9808_PROJECTION: FLUSH
 DF9808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9808+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9808
 DF9808  HISTORY     - Date     Condition        Report By
 DF9808  HISTORY     - 2001     MONUMENTED       WIDT
 DF9808  HISTORY     - 20060211 MARK NOT FOUND   USPSQD
 DF9808  HISTORY     - 20070409 GOOD             WIDT
 DF9808  HISTORY     - 20120702 GOOD             WIDT
 DF9808
 DF9808                          STATION DESCRIPTION
 DF9808
 DF9808'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9808'THE STATION IS LOCATED ABOUT 14 KM WEST OF SUN PRAIRIE, 12 KM NORTH
 DF9808'OF MADISON, AND 5 KM EAST OF WAUNAKEE.   OWNERSHIP--TOWN OF WESTPORT.
 DF9808'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 WITH STATE
 DF9808'HIGHWAY 113 ABOUT 3 KM EAST OF THE VILLAGE OF WAUNAKEE, GO EAST ON
 DF9808'STATE HIGHWAY 19 FOR 2.0 KM TO WALTER ROAD ON THE LEFT, TURN LEFT AND
 DF9808'GO NORTH ON WALTER ROAD FOR 0.1 KM TO THE STATION ON THE RIGHT. THE
 DF9808'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9808'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9808'CONCRETE POST ABOUT 0.5 M BELOW THE ROAD PAVEMENT. THE STATION IS 5.6
 DF9808'M EAST OF THE CENTERLINE OF WALTER ROAD, 150 M SOUTH OF THE EXTENDED
 DF9808'CENTERLINE OF PRIVATE ENTRANCE --5082--, 45.9 M NORTHEAST OF THE TOP
 DF9808'CENTER OF TELEPHONE PEDESTAL --2000 20--, 20.6 M SOUTHEAST OF POWER
 DF9808'POLE --WPL 8-9-2 38/5--, AND 3 M WEST OF A CULTIVATED FIELD.
 DF9808'---NOTE---THE STATION IS WEST, NORTH AND SOUTH OF THREE WHITE PLASTIC
 DF9808'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9808'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9808
 DF9808                          STATION RECOVERY (2006)
 DF9808
 DF9808'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 DF9808'MARK NOT FOUND.
 DF9808
 DF9808                          STATION RECOVERY (2007)
 DF9808
 DF9808'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9808'THE STATION WAS RECOVERED AS DESCRIBED IN 2001.  THE THREE WHITE
 DF9808'PLASTIC WITNESS POSTS WERE REPLACED.
 DF9808
 DF9808                          STATION RECOVERY (2012)
 DF9808
 DF9808'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9808'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9806 ***********************************************************************
 DF9806  DESIGNATION -  2H50
 DF9806  PID         -  DF9806
 DF9806  STATE/COUNTY-  WI/DANE
 DF9806  COUNTRY     -  US
 DF9806  USGS QUAD   -  DE FOREST (2018)
 DF9806
 DF9806                         *CURRENT SURVEY CONTROL
 DF9806  ______________________________________________________________________
 DF9806* NAD 83(1986) POSITION- 43 11 41.9    (N) 089 20 16.0    (W)   HD_HELD2
 DF9806* NAVD 88 ORTHO HEIGHT -   269.173 (meters)      883.11  (feet) ADJUSTED
 DF9806  ______________________________________________________________________
 DF9806  GEOID HEIGHT    -        -34.662 (meters)                     GEOID18
 DF9806  DYNAMIC HEIGHT  -        269.101 (meters)      882.88  (feet) COMP
 DF9806  MODELED GRAVITY -    980,346.3   (mgal)                       NAVD 88
 DF9806
 DF9806  VERT ORDER      -  SECOND    CLASS I
 DF9806
 DF9806.The horizontal coordinates were established by autonomous hand held GPS
 DF9806.observations and have an estimated accuracy of +/- 10 meters.
 DF9806
 DF9806.The orthometric height was determined by differential leveling and
 DF9806.adjusted by the WI DEPT OF TRANSP
 DF9806.in May 2012.
 DF9806
 DF9806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9806.GEOID18 height accuracy estimate available here.
 DF9806
 DF9806.Click photographs - Photos may exist for this station.
 DF9806
 DF9806.The dynamic height is computed by dividing the NAVD 88
 DF9806.geopotential number by the normal gravity value computed on the
 DF9806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9806.degrees latitude (g = 980.6199 gals.).
 DF9806
 DF9806.The modeled gravity was interpolated from observed gravity values.
 DF9806
 DF9806;                    North         East    Units  Estimated Accuracy
 DF9806;SPC WI S     -   132,963.      653,823.      MT  (+/- 10 meters HH2 GPS)
 DF9806
 DF9806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1005185119(NAD 83)
 DF9806
 DF9806                          SUPERSEDED SURVEY CONTROL
 DF9806
 DF9806  NAVD 88 (04/20/07)  269.153  (m)          883.05   (f) SUPERSEDED  2 1
 DF9806  NAVD 88 (02/25/04)  269.119  (m)          882.93   (f) SUPERSEDED  2 1
 DF9806
 DF9806.Superseded values are not recommended for survey control.
 DF9806
 DF9806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9806.See file dsdata.pdf to determine how the superseded data were derived.
 DF9806
 DF9806_MARKER: DD = SURVEY DISK
 DF9806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9806_STAMPING: 2H50 2002
 DF9806_MARK LOGO: WIDT
 DF9806_PROJECTION: FLUSH
 DF9806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9806+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9806
 DF9806  HISTORY     - Date     Condition        Report By
 DF9806  HISTORY     - 2001     MONUMENTED       WIDT
 DF9806  HISTORY     - 2004     GOOD             WIDT
 DF9806  HISTORY     - 20060211 GOOD             USPSQD
 DF9806  HISTORY     - 20070403 GOOD             WIDT
 DF9806  HISTORY     - 20120702 GOOD             WIDT
 DF9806
 DF9806                          STATION DESCRIPTION
 DF9806
 DF9806'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9806'THE STATION IS LOCATED ABOUT 12 KM NORTH OF MADISON, 10 KM WEST OF
 DF9806'SUN PRAIRIE, AND 9 KM EAST OF WAUNAKEE.  OWNERSHIP--WISCONSIN
 DF9806'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9806'OF US HIGHWAY 51 WITH STATE HIGHWAY 19 ABOUT 9 KM WEST OF THE CITY OF
 DF9806'SUN PRAIRIE, GO WEST ON STATE HIGHWAY 19 FOR 1.0 KM TO THE STATION ON
 DF9806'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9806'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9806'A 41-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH THE HIGHWAY
 DF9806'PAVEMENT.  THE STATION IS 10.3 M NORTH OF THE WESTBOUND LANES OF
 DF9806'STATE HIGHWAY 19, 89 M EAST OF THE TOP CENTER OF A FIRE HYDRANT, 76 M
 DF9806'WEST-NORTHWEST OF A WOOD POST FOR A --SPEED LIMIT 45-- SIGN, 61 M
 DF9806'SOUTHWEST OF TELEPHONE PEDESTAL --09951 5D 32C 13 11--, AND 37.3 M
 DF9806'SOUTHEAST OF A POWER POLE.  ---NOTE---THE STATION IS 0.3 M SOUTH OF A
 DF9806'WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9806'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9806
 DF9806                          STATION RECOVERY (2004)
 DF9806
 DF9806'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9806'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH) THE STATION IS LOCATED ABOUT
 DF9806'12 KM (7.46 MI) NORTH OF MADISON, 10 KM (6.21 MI) WEST OF SUN PRAIRIE,
 DF9806'AND 9 KM (5.59 MI) EAST OF WAUNAKEE.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9806'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US
 DF9806'HIGHWAY 51 WITH STATE HIGHWAY 19 ABOUT 9 KM (5.59 MI) WEST OF THE CITY
 DF9806'OF SUN PRAIRIE, GO WEST ON STATE HIGHWAY 19 FOR 1.0 KM (0.62 MI) TO
 DF9806'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9806'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9806'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH THE
 DF9806'HIGHWAY PAVEMENT.  THE STATION IS 10.3 M (33.8 FT) NORTH OF THE
 DF9806'WESTBOUND LANES OF STATE HIGHWAY 19, 89 M (292.0 FT) EAST OF THE TOP
 DF9806'CENTER OF A FIRE HYDRANT, 76 M (249.3 FT) WEST-NORTHWEST OF A WOOD
 DF9806'POST FOR A --SPEED LIMIT 45-- SIGN, 61 M (200.1 FT) SOUTHWEST OF
 DF9806'TELEPHONE PEDESTAL --09951 5D 32C 13 11--, AND 37.3 M (122.4 FT)
 DF9806'SOUTHEAST OF A POWER POLE.  ---NOTE---THE STATION IS 0.3 M (1.0 FT)
 DF9806'SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO
 DF9806'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9806'HORIZON.
 DF9806'
 DF9806'RECOVERED AS DESCRIBED.
 DF9806
 DF9806                          STATION RECOVERY (2006)
 DF9806
 DF9806'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 DF9806'RECOVERED IN GOOD CONDITION.
 DF9806
 DF9806                          STATION RECOVERY (2007)
 DF9806
 DF9806'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9806'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 11.2 M EAST OF AN
 DF9806'--ADOPT-A-HIGHWAY-- WOOD SIGN POST.
 DF9806
 DF9806                          STATION RECOVERY (2012)
 DF9806
 DF9806'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9806'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9947 ***********************************************************************
 DF9947  DESIGNATION -  2H51
 DF9947  PID         -  DF9947
 DF9947  STATE/COUNTY-  WI/DANE
 DF9947  COUNTRY     -  US
 DF9947  USGS QUAD   -  DE FOREST (2018)
 DF9947
 DF9947                         *CURRENT SURVEY CONTROL
 DF9947  ______________________________________________________________________
 DF9947* NAD 83(1986) POSITION- 43 11 40.4    (N) 089 18 28.6    (W)   HD_HELD2
 DF9947* NAVD 88 ORTHO HEIGHT -   266.004 (meters)      872.71  (feet) ADJUSTED
 DF9947  ______________________________________________________________________
 DF9947  GEOID HEIGHT    -        -34.679 (meters)                     GEOID18
 DF9947  DYNAMIC HEIGHT  -        265.932 (meters)      872.48  (feet) COMP
 DF9947  MODELED GRAVITY -    980,343.2   (mgal)                       NAVD 88
 DF9947
 DF9947  VERT ORDER      -  SECOND    CLASS I
 DF9947
 DF9947.The horizontal coordinates were established by autonomous hand held GPS
 DF9947.observations and have an estimated accuracy of +/- 10 meters.
 DF9947
 DF9947.The orthometric height was determined by differential leveling and
 DF9947.adjusted by the WI DEPT OF TRANSP
 DF9947.in May 2012.
 DF9947
 DF9947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9947.GEOID18 height accuracy estimate available here.
 DF9947
 DF9947.Click photographs - Photos may exist for this station.
 DF9947
 DF9947.The dynamic height is computed by dividing the NAVD 88
 DF9947.geopotential number by the normal gravity value computed on the
 DF9947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9947.degrees latitude (g = 980.6199 gals.).
 DF9947
 DF9947.The modeled gravity was interpolated from observed gravity values.
 DF9947
 DF9947;                    North         East    Units  Estimated Accuracy
 DF9947;SPC WI S     -   132,937.      656,248.      MT  (+/- 10 meters HH2 GPS)
 DF9947
 DF9947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1247485006(NAD 83)
 DF9947
 DF9947                          SUPERSEDED SURVEY CONTROL
 DF9947
 DF9947  NAVD 88 (04/20/07)  265.984  (m)          872.65   (f) SUPERSEDED  2 1
 DF9947  NAVD 88 (02/25/04)  265.949  (m)          872.53   (f) SUPERSEDED  2 1
 DF9947
 DF9947.Superseded values are not recommended for survey control.
 DF9947
 DF9947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9947.See file dsdata.pdf to determine how the superseded data were derived.
 DF9947
 DF9947_MARKER: DD = SURVEY DISK
 DF9947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9947_STAMPING: 2H51 2002
 DF9947_MARK LOGO: WIDT
 DF9947_PROJECTION: FLUSH
 DF9947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9947+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2007
 DF9947
 DF9947  HISTORY     - Date     Condition        Report By
 DF9947  HISTORY     - 2001     MONUMENTED       WIDT
 DF9947  HISTORY     - 20060211 GOOD             USPSQD
 DF9947  HISTORY     - 20070409 GOOD             WIDT
 DF9947
 DF9947                          STATION DESCRIPTION
 DF9947
 DF9947'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9947'THE STATION IS LOCATED ABOUT 12 KM EAST OF WAUNAKEE, 8 KM WEST OF SUN
 DF9947'PRAIRIE, AND 7 KM SOUTH-SOUTHEAST OF DEFOREST. OWNERSHIP--WISCONSIN
 DF9947'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9947'OF US HIGHWAY 51 WITH STATE HIGHWAY 19 ABOUT 11 KM EAST OF THE
 DF9947'VILLAGE OF WAUNAKEE, GO EAST ON STATE HIGHWAY 19 FOR 1.3 KM TO THE
 DF9947'STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9947'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9947'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9947'THE STATION IS 13.1 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 19, 59
 DF9947'M WEST OF THE CENTERLINE OF PRIVATE ENTRANCE --4001--, 40.8 M EAST A
 DF9947'OF POWER POLE, AND 1 M NORTH OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9947'STATION IS EAST AND WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9947'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9947'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9947
 DF9947                          STATION RECOVERY (2006)
 DF9947
 DF9947'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 DF9947'RECOVERED IN GOOD CONDITION.
 DF9947
 DF9947                          STATION RECOVERY (2007)
 DF9947
 DF9947'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9948 ***********************************************************************
 DF9948  DESIGNATION -  2H52
 DF9948  PID         -  DF9948
 DF9948  STATE/COUNTY-  WI/DANE
 DF9948  COUNTRY     -  US
 DF9948  USGS QUAD   -  DE FOREST (2018)
 DF9948
 DF9948                         *CURRENT SURVEY CONTROL
 DF9948  ______________________________________________________________________
 DF9948* NAD 83(1986) POSITION- 43 11 32.3    (N) 089 17 05.9    (W)   HD_HELD2
 DF9948* NAVD 88 ORTHO HEIGHT -   284.926 (meters)      934.79  (feet) ADJUSTED
 DF9948  ______________________________________________________________________
 DF9948  GEOID HEIGHT    -        -34.684 (meters)                     GEOID18
 DF9948  DYNAMIC HEIGHT  -        284.849 (meters)      934.54  (feet) COMP
 DF9948  MODELED GRAVITY -    980,341.5   (mgal)                       NAVD 88
 DF9948
 DF9948  VERT ORDER      -  SECOND    CLASS I
 DF9948
 DF9948.The horizontal coordinates were established by autonomous hand held GPS
 DF9948.observations and have an estimated accuracy of +/- 10 meters.
 DF9948
 DF9948.The orthometric height was determined by differential leveling and
 DF9948.adjusted by the WI DEPT OF TRANSP
 DF9948.in May 2012.
 DF9948
 DF9948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9948.GEOID18 height accuracy estimate available here.
 DF9948
 DF9948.Click photographs - Photos may exist for this station.
 DF9948
 DF9948.The dynamic height is computed by dividing the NAVD 88
 DF9948.geopotential number by the normal gravity value computed on the
 DF9948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9948.degrees latitude (g = 980.6199 gals.).
 DF9948
 DF9948.The modeled gravity was interpolated from observed gravity values.
 DF9948
 DF9948;                    North         East    Units  Estimated Accuracy
 DF9948;SPC WI S     -   132,703.      658,118.      MT  (+/- 10 meters HH2 GPS)
 DF9948
 DF9948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1433484705(NAD 83)
 DF9948
 DF9948                          SUPERSEDED SURVEY CONTROL
 DF9948
 DF9948  NAVD 88 (04/20/07)  284.905  (m)          934.73   (f) SUPERSEDED  2 1
 DF9948  NAVD 88 (02/25/04)  284.870  (m)          934.61   (f) SUPERSEDED  2 1
 DF9948
 DF9948.Superseded values are not recommended for survey control.
 DF9948
 DF9948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9948.See file dsdata.pdf to determine how the superseded data were derived.
 DF9948
 DF9948_MARKER: DD = SURVEY DISK
 DF9948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9948_STAMPING: 2H52 2002
 DF9948_MARK LOGO: WIDT
 DF9948_PROJECTION: FLUSH
 DF9948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9948+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2007
 DF9948
 DF9948  HISTORY     - Date     Condition        Report By
 DF9948  HISTORY     - 2001     MONUMENTED       WIDT
 DF9948  HISTORY     - 20060211 GOOD             USPSQD
 DF9948  HISTORY     - 20070409 GOOD             WIDT
 DF9948
 DF9948                          STATION DESCRIPTION
 DF9948
 DF9948'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9948'THE STATION IS LOCATED ABOUT 14 KM NORTHEAST OF MADISON, 8 KM
 DF9948'SOUTHEAST OF DEFOREST, AND 6 KM EAST-NORTHEAST OF SUN PRAIRIE.
 DF9948'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9948'STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 19 IN
 DF9948'THE CITY OF SUN PRAIRIE, GO WEST ON STATE HIGHWAY 19 FOR 4.1 KM TO
 DF9948'HEATHERSTONE RIDGE ON THE RIGHT,  CONTINUE WEST ON STATE HIGHWAY 19
 DF9948'FOR 0.2 KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE
 DF9948'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9948'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DF9948'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 17.3 M
 DF9948'SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 19, 85 M
 DF9948'EAST-SOUTHEAST OF THE CENTERLINE OF FOX RUN ROAD, 70 M WEST NORTHWEST
 DF9948'OF TELEPHONE PEDESTAL --6577--, AND 1.3 M EAST-NORTHEAST OF A METAL
 DF9948'--R/W-- POST.  ---NOTE---THE STATION IS SOUTH-SOUTHWEST,
 DF9948'EAST-SOUTHEAST AND WEST-NORTHWEST OF THREE WHITE PLASTIC WITNESS
 DF9948'POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9948'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9948
 DF9948                          STATION RECOVERY (2006)
 DF9948
 DF9948'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 DF9948'RECOVERED IN GOOD CONDITION.
 DF9948
 DF9948                          STATION RECOVERY (2007)
 DF9948
 DF9948'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9948'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 11.2 M EAST OF AN
 DF9948'--ADOPT-A-HIGHWAY-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9950 ***********************************************************************
 DF9950  DESIGNATION -  2H54
 DF9950  PID         -  DF9950
 DF9950  STATE/COUNTY-  WI/DANE
 DF9950  COUNTRY     -  US
 DF9950  USGS QUAD   -  SUN PRAIRIE (2018)
 DF9950
 DF9950                         *CURRENT SURVEY CONTROL
 DF9950  ______________________________________________________________________
 DF9950* NAD 83(2011) POSITION- 43 11 12.63043(N) 089 14 06.75484(W)   ADJUSTED
 DF9950* NAD 83(2011) ELLIP HT-   265.868 (meters)        (11/06/24)   ADJUSTED
 DF9950* NAD 83(2011) EPOCH   -  2010.00
 DF9950* NAVD 88 ORTHO HEIGHT -   300.580 (meters)      986.15  (feet) ADJUSTED
 DF9950  ______________________________________________________________________
 DF9950  GEOID HEIGHT    -        -34.691 (meters)                     GEOID18
 DF9950  NAD 83(2011) X  -     62,173.194 (meters)                     COMP
 DF9950  NAD 83(2011) Y  - -4,657,551.169 (meters)                     COMP
 DF9950  NAD 83(2011) Z  -  4,342,841.391 (meters)                     COMP
 DF9950  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 DF9950  DYNAMIC HEIGHT  -        300.498 (meters)      985.88  (feet) COMP
 DF9950  MODELED GRAVITY -    980,341.5   (mgal)                       NAVD 88
 DF9950
 DF9950  VERT ORDER      -  SECOND    CLASS I
 DF9950
 DF9950  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9950  Standards:
 DF9950         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9950            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9950  -------------------------------------------------------------------
 DF9950  NETWORK    0.62   1.16           0.28   0.22   0.59     -0.08825340
 DF9950  -------------------------------------------------------------------
 DF9950  Click here for local accuracies and other accuracy information.
 DF9950
 DF9950.The horizontal coordinates were established by GPS observations
 DF9950.and adjusted by the WI DEPT OF TRANSP in November 2024.
 DF9950
 DF9950.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9950.been affixed to the stable North American tectonic plate. See 
 DF9950.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9950
 DF9950.The horizontal coordinates are valid at the epoch date displayed above
 DF9950.which is a decimal equivalence of Year/Month/Day.
 DF9950
 DF9950.The orthometric height was determined by differential leveling and
 DF9950.adjusted by the WI DEPT OF TRANSP
 DF9950.in May 2012.
 DF9950
 DF9950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9950.GEOID18 height accuracy estimate available here.
 DF9950
 DF9950.Click photographs - Photos may exist for this station.
 DF9950
 DF9950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9950
 DF9950.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9950
 DF9950.The ellipsoidal height was determined by GPS observations
 DF9950.and is referenced to NAD 83.
 DF9950
 DF9950.The dynamic height is computed by dividing the NAVD 88
 DF9950.geopotential number by the normal gravity value computed on the
 DF9950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9950.degrees latitude (g = 980.6199 gals.).
 DF9950
 DF9950.The modeled gravity was interpolated from observed gravity values.
 DF9950
 DF9950. The following values were computed from the NAD 83(2011) position.
 DF9950
 DF9950;                    North         East     Units Scale Factor Converg.
 DF9950;SPC WI S     -   132,131.623   662,167.821   MT  0.99993951   +0 31 31.8
 DF9950;SPC WI S     -   433,501.83  2,172,462.26   sFT  0.99993951   +0 31 31.8
 DF9950;UTM  16      - 4,783,989.004   318,361.759   MT  1.00000587   -1 31 48.5
 DF9950
 DF9950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9950!SPC WI S     -   0.99995831  x   0.99993951  =   0.99989782
 DF9950!UTM  16      -   0.99995831  x   1.00000587  =   0.99996418
 DF9950
 DF9950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1836183989(NAD 83)
 DF9950
 DF9950                          SUPERSEDED SURVEY CONTROL
 DF9950
 DF9950  NAVD 88 (04/20/07)  300.558  (m)          986.08   (f) SUPERSEDED  2 1
 DF9950  NAVD 88 (02/25/04)  300.522  (m)          985.96   (f) SUPERSEDED  2 1
 DF9950
 DF9950.Superseded values are not recommended for survey control.
 DF9950
 DF9950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9950.See file dsdata.pdf to determine how the superseded data were derived.
 DF9950
 DF9950_MARKER: DD = SURVEY DISK
 DF9950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9950_STAMPING: 2H54 2002
 DF9950_MARK LOGO: WIDT
 DF9950_PROJECTION: FLUSH
 DF9950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9950+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2024
 DF9950
 DF9950  HISTORY     - Date     Condition        Report By
 DF9950  HISTORY     - 2001     MONUMENTED       WIDT
 DF9950  HISTORY     - 20060211 GOOD             USPSQD
 DF9950  HISTORY     - 20070409 GOOD             WIDT
 DF9950  HISTORY     - 20110228 GOOD             INDIV
 DF9950  HISTORY     - 20240805 GOOD             DJHENK
 DF9950
 DF9950                          STATION DESCRIPTION
 DF9950
 DF9950'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9950'THE STATION IS LOCATED IN SUN PRAIRIE.    OWNERSHIP--WISCONSIN
 DF9950'DEPARTMENT OF TRANSPORTATION.  THE STATION IS LOCATED IN THE
 DF9950'SOUTHWEST QUADRANT OF THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DF9950'HIGHWAY 19.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9950'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9950'A 41-CM DIAMETER CONCRETE POST ABOUT 3 BELOW THE HIGHWAY PAVEMENT.
 DF9950'THE STATION IS 23.5 M WEST OF THE CENTER OF THE SOUTHBOUND ON-RAMP TO
 DF9950'US HIGHWAY 151, 77 M SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 DF9950'OF STATE HIGHWAY 19, 16.7 M WEST-NORTHWEST OF THE WOOD POST FOR A
 DF9950'--PEDESTRIANS PROHIBITED-- SIGN, AND 0.7 M EAST OF A WOVEN WIRE
 DF9950'FENCE.    ---NOTE---THE STATION IS WEST-NORTHWEST, SOUTHWEST AND
 DF9950'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9950'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9950'ABOVE THE HORIZON.
 DF9950
 DF9950                          STATION RECOVERY (2006)
 DF9950
 DF9950'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 DF9950'RECOVERED IN GOOD CONDITION.
 DF9950
 DF9950                          STATION RECOVERY (2007)
 DF9950
 DF9950'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9950'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 16.6 M SOUTH OF A
 DF9950'RIGHT-OF-WAY CORNER FENCE POST.
 DF9950
 DF9950                          STATION RECOVERY (2011)
 DF9950
 DF9950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (MEP)
 DF9950'RECOVERED IN GOOD CONDITION.
 DF9950
 DF9950                          STATION RECOVERY (2024)
 DF9950
 DF9950'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2024 (TSS)
 DF9950'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9945 ***********************************************************************
 DF9945  DESIGNATION -  2H55
 DF9945  PID         -  DF9945
 DF9945  STATE/COUNTY-  WI/DANE
 DF9945  COUNTRY     -  US
 DF9945  USGS QUAD   -  SUN PRAIRIE (2018)
 DF9945
 DF9945                         *CURRENT SURVEY CONTROL
 DF9945  ______________________________________________________________________
 DF9945* NAD 83(1986) POSITION- 43 10 46.7    (N) 089 09 37.6    (W)   HD_HELD2
 DF9945* NAVD 88 ORTHO HEIGHT -   283.331 (meters)      929.56  (feet) ADJUSTED
 DF9945  ______________________________________________________________________
 DF9945  GEOID HEIGHT    -        -34.706 (meters)                     GEOID18
 DF9945  DYNAMIC HEIGHT  -        283.255 (meters)      929.31  (feet) COMP
 DF9945  MODELED GRAVITY -    980,344.9   (mgal)                       NAVD 88
 DF9945
 DF9945  VERT ORDER      -  SECOND    CLASS I
 DF9945
 DF9945.The horizontal coordinates were established by autonomous hand held GPS
 DF9945.observations and have an estimated accuracy of +/- 10 meters.
 DF9945
 DF9945.The orthometric height was determined by differential leveling and
 DF9945.adjusted by the WI DEPT OF TRANSP
 DF9945.in May 2012.
 DF9945
 DF9945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9945.GEOID18 height accuracy estimate available here.
 DF9945
 DF9945.Click photographs - Photos may exist for this station.
 DF9945
 DF9945.The dynamic height is computed by dividing the NAVD 88
 DF9945.geopotential number by the normal gravity value computed on the
 DF9945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9945.degrees latitude (g = 980.6199 gals.).
 DF9945
 DF9945.The modeled gravity was interpolated from observed gravity values.
 DF9945
 DF9945;                    North         East    Units  Estimated Accuracy
 DF9945;SPC WI S     -   131,390.      668,253.      MT  (+/- 10 meters HH2 GPS)
 DF9945
 DF9945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2441683029(NAD 83)
 DF9945
 DF9945                          SUPERSEDED SURVEY CONTROL
 DF9945
 DF9945  NAVD 88 (04/20/07)  283.309  (m)          929.49   (f) SUPERSEDED  2 1
 DF9945  NAVD 88 (02/25/04)  283.269  (m)          929.36   (f) SUPERSEDED  2 1
 DF9945
 DF9945.Superseded values are not recommended for survey control.
 DF9945
 DF9945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9945.See file dsdata.pdf to determine how the superseded data were derived.
 DF9945
 DF9945_MARKER: DD = SURVEY DISK
 DF9945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9945_STAMPING: 2H55 2002
 DF9945_MARK LOGO: WIDT
 DF9945_PROJECTION: FLUSH
 DF9945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9945+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2007
 DF9945
 DF9945  HISTORY     - Date     Condition        Report By
 DF9945  HISTORY     - 2002     MONUMENTED       WIDT
 DF9945  HISTORY     - 2003     GOOD             WIDT
 DF9945  HISTORY     - 20061028 MARK NOT FOUND   USPSQD
 DF9945  HISTORY     - 20070409 GOOD             WIDT
 DF9945
 DF9945                          STATION DESCRIPTION
 DF9945
 DF9945'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DF9945'THE STATION IS LOCATED ABOUT 5 KM EAST OF SUN PRAIRIE.    TO REACH THE
 DF9945'STATION FROM THE JUNCTION OF STATE HIGHWAY 19 WITH COUNTY HIGHWAY N
 DF9945'SOUTH IN THE CITY OF SUN PRAIRIE, GO EAST ON STATE HIGHWAY 19 FOR 3.2
 DF9945'KM TO COUNTY HIGHWAY VV, CONTINUE EAST ON STATE HIGHWAY 19 FOR 0.6 KM
 DF9945'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9945'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9945'IN THE TOP OF A 41-CM CONCRETE POST SET TO THE DEPTH OF 2.4 M AND
 DF9945'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.    THE STATION IS 17.5 M
 DF9945'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 19, 5 M NORTHWEST OF THE
 DF9945'CENTER OF A FIELD ENTRANCE, 27.2 M SOUTHEAST OF A YELLOW R/W POST,
 DF9945'43.9 M EAST OF POWER POLE --N11483 25--, 50.4 M NORTHWEST OF OF
 DF9945'TELEPHONE PEDESTAL --8845--. ---NOTE---THIS STATION HAS NO VISIBLE
 DF9945'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9945
 DF9945                          STATION RECOVERY (2006)
 DF9945
 DF9945'RECOVERY NOTE BY US POWER SQUADRON 2006 (RB)
 DF9945'THE ROAD HAS BEEN RELOCATED AND NEW TELEPHONE POLES INSTALLED.
 DF9945
 DF9945                          STATION RECOVERY (2007)
 DF9945
 DF9945'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9945'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.31 MILE EAST OF
 DF9945'COUNTY HIGHWAY VV, 27.5 M SOUTHEAST OF A YELLOW PLASTIC RIGHT-OF-WAY
 DF9945'POST AND 0.9 M SOUTHWEST, 1.0 M EAST, AND 1.0 M NORTH OF THREE WHITE
 DF9945'PLASTIC WITNESS POSTS.   NOTE-- A CHUNK OF CONCRETE HAS BEEN REMOVED
 DF9945'FROM THE SOUTHEAST EDGE OF THE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9943 ***********************************************************************
 DF9943  DESIGNATION -  2H56
 DF9943  PID         -  DF9943
 DF9943  STATE/COUNTY-  WI/DANE
 DF9943  COUNTRY     -  US
 DF9943  USGS QUAD   -  MARSHALL (2018)
 DF9943
 DF9943                         *CURRENT SURVEY CONTROL
 DF9943  ______________________________________________________________________
 DF9943* NAD 83(1986) POSITION- 43 10 26.64   (N) 089 06 14.93   (W)   HD_HELD1
 DF9943* NAVD 88 ORTHO HEIGHT -   268.289 (meters)      880.21  (feet) ADJUSTED
 DF9943  ______________________________________________________________________
 DF9943  GEOID HEIGHT    -        -34.714 (meters)                     GEOID18
 DF9943  DYNAMIC HEIGHT  -        268.218 (meters)      879.98  (feet) COMP
 DF9943  MODELED GRAVITY -    980,348.7   (mgal)                       NAVD 88
 DF9943
 DF9943  VERT ORDER      -  SECOND    CLASS I
 DF9943
 DF9943.The horizontal coordinates were determined by differentially corrected
 DF9943.hand held GPS observations or other comparable positioning techniques
 DF9943.and have an estimated accuracy of +/- 3 meters.
 DF9943
 DF9943.The orthometric height was determined by differential leveling and
 DF9943.adjusted by the WI DEPT OF TRANSP
 DF9943.in May 2012.
 DF9943
 DF9943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9943.GEOID18 height accuracy estimate available here.
 DF9943
 DF9943.Click photographs - Photos may exist for this station.
 DF9943
 DF9943.The dynamic height is computed by dividing the NAVD 88
 DF9943.geopotential number by the normal gravity value computed on the
 DF9943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9943.degrees latitude (g = 980.6199 gals.).
 DF9943
 DF9943.The modeled gravity was interpolated from observed gravity values.
 DF9943
 DF9943;                    North         East    Units  Estimated Accuracy
 DF9943;SPC WI S     -   130,818.6     672,836.4     MT  (+/- 3 meters HH1 GPS) 
 DF9943
 DF9943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2897682294(NAD 83)
 DF9943
 DF9943                          SUPERSEDED SURVEY CONTROL
 DF9943
 DF9943  NAVD 88 (04/20/07)  268.266  (m)          880.14   (f) SUPERSEDED  2 1
 DF9943  NAVD 88 (02/25/04)  268.224  (m)          880.00   (f) SUPERSEDED  2 1
 DF9943
 DF9943.Superseded values are not recommended for survey control.
 DF9943
 DF9943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9943.See file dsdata.pdf to determine how the superseded data were derived.
 DF9943
 DF9943_MARKER: DD = SURVEY DISK
 DF9943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9943_STAMPING: 2H56 2002
 DF9943_MARK LOGO: WIDT
 DF9943_PROJECTION: FLUSH
 DF9943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9943+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2007
 DF9943
 DF9943  HISTORY     - Date     Condition        Report By
 DF9943  HISTORY     - 2001     MONUMENTED       WIDT
 DF9943  HISTORY     - 20070409 GOOD             WIDT
 DF9943
 DF9943                          STATION DESCRIPTION
 DF9943
 DF9943'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9943'THE STATION IS LOCATED ABOUT 25 KM NORTHEAST OF MADISON, 9 KM EAST OF
 DF9943'SUN PRAIRIE, AND 3 KM WEST OF MARSHALL. OWNERSHIP--DANE COUNTY. TO
 DF9943'REACH THE STATION FROM THE SOUTHERN JUNCTION OF STATE HIGHWAY 19 WITH
 DF9943'COUNTY HIGHWAY N AT THE INTERSECTION OF EAST MAIN STREET AND GROVE
 DF9943'STREET IN THE CITY OF SUN PRAIRIE, GO EAST ON STATE HIGHWAY 19 FOR
 DF9943'8.6 KM TO COUNTY HIGHWAY TT ON THE LEFT, TURN LEFT AND GO NORTH ON
 DF9943'COUNTY HIGHWAY TT FOR 0.1 KM TO THE STATION ON THE RIGHT. THE STATION
 DF9943'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9943'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9943'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9943'THE STATION IS 9.7 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY TT,
 DF9943'55.7 M NORTH OF TELEPHONE PEDESTAL--1528--, 54.2 M SOUTH OF TELEPHONE
 DF9943'PEDESTAL--2701 21650--, AND 0.5 M WEST OF A CULTIVATED FIELD.
 DF9943'---NOTE---THE STATION IS WEST, NORTHEAST AND SOUTHEAST OF THREE WHITE
 DF9943'PLASTIC WITNESS POSTS.    ---NOTE---THIS STATION HAS NO VISIBLE
 DF9943'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9943
 DF9943                          STATION RECOVERY (2007)
 DF9943
 DF9943'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9943'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 17.5 M
 DF9943'NORTH-NORTHEAST OF AN --ADOPT-A-HIGHWAY-- WOOD SIGN POST.  NOTE-- THE
 DF9943'MONUMENT IS RECESSED 10 CM BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9942 ***********************************************************************
 DF9942  DESIGNATION -  2H57
 DF9942  PID         -  DF9942
 DF9942  STATE/COUNTY-  WI/DANE
 DF9942  COUNTRY     -  US
 DF9942  USGS QUAD   -  MARSHALL (2018)
 DF9942
 DF9942                         *CURRENT SURVEY CONTROL
 DF9942  ______________________________________________________________________
 DF9942* NAD 83(1986) POSITION- 43 10 54.8    (N) 089 04 10.0    (W)   HD_HELD2
 DF9942* NAVD 88 ORTHO HEIGHT -   263.738 (meters)      865.28  (feet) ADJUSTED
 DF9942  ______________________________________________________________________
 DF9942  GEOID HEIGHT    -        -34.740 (meters)                     GEOID18
 DF9942  DYNAMIC HEIGHT  -        263.669 (meters)      865.05  (feet) COMP
 DF9942  MODELED GRAVITY -    980,352.1   (mgal)                       NAVD 88
 DF9942
 DF9942  VERT ORDER      -  SECOND    CLASS I
 DF9942
 DF9942.The horizontal coordinates were established by autonomous hand held GPS
 DF9942.observations and have an estimated accuracy of +/- 10 meters.
 DF9942
 DF9942.The orthometric height was determined by differential leveling and
 DF9942.adjusted by the WI DEPT OF TRANSP
 DF9942.in May 2012.
 DF9942
 DF9942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9942.GEOID18 height accuracy estimate available here.
 DF9942
 DF9942.Click photographs - Photos may exist for this station.
 DF9942
 DF9942.The dynamic height is computed by dividing the NAVD 88
 DF9942.geopotential number by the normal gravity value computed on the
 DF9942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9942.degrees latitude (g = 980.6199 gals.).
 DF9942
 DF9942.The modeled gravity was interpolated from observed gravity values.
 DF9942
 DF9942;                    North         East    Units  Estimated Accuracy
 DF9942;SPC WI S     -   131,718.      675,648.      MT  (+/- 10 meters HH2 GPS)
 DF9942
 DF9942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3181983092(NAD 83)
 DF9942
 DF9942                          SUPERSEDED SURVEY CONTROL
 DF9942
 DF9942  NAVD 88 (04/20/07)  263.715  (m)          865.21   (f) SUPERSEDED  2 1
 DF9942  NAVD 88 (02/25/04)  263.666  (m)          865.04   (f) SUPERSEDED  2 1
 DF9942
 DF9942.Superseded values are not recommended for survey control.
 DF9942
 DF9942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9942.See file dsdata.pdf to determine how the superseded data were derived.
 DF9942
 DF9942_MARKER: DD = SURVEY DISK
 DF9942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9942_STAMPING: 2H57 2002
 DF9942_MARK LOGO: WIDT
 DF9942_PROJECTION: FLUSH
 DF9942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9942+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DF9942
 DF9942  HISTORY     - Date     Condition        Report By
 DF9942  HISTORY     - 2001     MONUMENTED       WIDT
 DF9942  HISTORY     - 20070417 GOOD             WIDT
 DF9942
 DF9942                          STATION DESCRIPTION
 DF9942
 DF9942'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9942'THE STATION IS LOCATED ABOUT 14 KM EAST OF SUN PRAIRIE, 5 KM WEST OF
 DF9942'WATERLOO, AND 2 KM NORTHEAST OF MARSHALL.  OWNERSHIP--TOWN OF MEDINA.
 DF9942'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 NORTH
 DF9942'(HUBBELL STREET) WITH STATE HIGHWAY 19 IN THE VILLAGE OF MARSHALL, GO
 DF9942'NORTH ON STATE HIGHWAY 73 NORTH (HUBBELL STREET) FOR 1.8 KM TO CANAL
 DF9942'ROAD, TURN LEFT AND GO WEST ON CANAL ROAD FOR 0.8 KM TO THE STATION
 DF9942'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9942'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9942'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9942'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.1 M SOUTH OF THE
 DF9942'CENTERLINE OF CANAL ROAD, 38.3 M EAST-SOUTHEAST OF POWER POLE
 DF9942'--84-08918 40-5--, 32.3 M WEST OF A METAL POST FOR A --CAUTION
 DF9942'TELEPHONE CABLE UNDERGROUND-- SIGN, AND 1 M NORTH OF THE EDGE OF A
 DF9942'CULTIVATED FIELD. ---NOTE---THE STATION IS NORTH, SOUTHEAST AND
 DF9942'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9942'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9942'ABOVE THE HORIZON.
 DF9942
 DF9942                          STATION RECOVERY (2007)
 DF9942
 DF9942'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9941 ***********************************************************************
 DF9941  DESIGNATION -  2H58
 DF9941  PID         -  DF9941
 DF9941  STATE/COUNTY-  WI/DANE
 DF9941  COUNTRY     -  US
 DF9941  USGS QUAD   -  MARSHALL (2018)
 DF9941
 DF9941                         *CURRENT SURVEY CONTROL
 DF9941  ______________________________________________________________________
 DF9941* NAD 83(1986) POSITION- 43 10 58.0    (N) 089 02 52.4    (W)   HD_HELD2
 DF9941* NAVD 88 ORTHO HEIGHT -   268.137 (meters)      879.71  (feet) ADJUSTED
 DF9941  ______________________________________________________________________
 DF9941  GEOID HEIGHT    -        -34.743 (meters)                     GEOID18
 DF9941  DYNAMIC HEIGHT  -        268.068 (meters)      879.49  (feet) COMP
 DF9941  MODELED GRAVITY -    980,354.6   (mgal)                       NAVD 88
 DF9941
 DF9941  VERT ORDER      -  SECOND    CLASS I
 DF9941
 DF9941.The horizontal coordinates were established by autonomous hand held GPS
 DF9941.observations and have an estimated accuracy of +/- 10 meters.
 DF9941
 DF9941.The orthometric height was determined by differential leveling and
 DF9941.adjusted by the WI DEPT OF TRANSP
 DF9941.in May 2012.
 DF9941
 DF9941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9941.GEOID18 height accuracy estimate available here.
 DF9941
 DF9941.Click photographs - Photos may exist for this station.
 DF9941
 DF9941.The dynamic height is computed by dividing the NAVD 88
 DF9941.geopotential number by the normal gravity value computed on the
 DF9941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9941.degrees latitude (g = 980.6199 gals.).
 DF9941
 DF9941.The modeled gravity was interpolated from observed gravity values.
 DF9941
 DF9941;                    North         East    Units  Estimated Accuracy
 DF9941;SPC WI S     -   131,837.      677,399.      MT  (+/- 10 meters HH2 GPS)
 DF9941
 DF9941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3357383148(NAD 83)
 DF9941
 DF9941                          SUPERSEDED SURVEY CONTROL
 DF9941
 DF9941  NAVD 88 (04/20/07)  268.115  (m)          879.64   (f) SUPERSEDED  2 1
 DF9941  NAVD 88 (02/25/04)  268.063  (m)          879.47   (f) SUPERSEDED  2 1
 DF9941
 DF9941.Superseded values are not recommended for survey control.
 DF9941
 DF9941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9941.See file dsdata.pdf to determine how the superseded data were derived.
 DF9941
 DF9941_MARKER: DD = SURVEY DISK
 DF9941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9941_STAMPING: 2H58 2002
 DF9941_MARK LOGO: WIDT
 DF9941_PROJECTION: FLUSH
 DF9941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9941+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2007
 DF9941
 DF9941  HISTORY     - Date     Condition        Report By
 DF9941  HISTORY     - 2001     MONUMENTED       WIDT
 DF9941  HISTORY     - 20070424 GOOD             WIDT
 DF9941
 DF9941                          STATION DESCRIPTION
 DF9941
 DF9941'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9941'THE STATION IS LOCATED ABOUT 22 KM EAST OF SUN PRAIRIE, 5 KM WEST OF
 DF9941'WATERLOO, AND 2 KM NORTHEAST OF MARSHALL. OWNERSHIP--TOWN OF MEDINA.
 DF9941'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 WITH STATE
 DF9941'HIGHWAY 73 NORTH (HUBBELL STREET)  IN THE VILLAGE OF MARSHALL, GO
 DF9941'NORTH ON STATE HIGHWAY 73 NORTH (HUBBELL STREET) FOR 1.8 KM TO CANAL
 DF9941'ROAD, TURN RIGHT AND GO EAST ON CANAL ROAD FOR 0.8 KM TO THE STATION
 DF9941'ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9941'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9941'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9941'LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 5.8 M SOUTH OF THE
 DF9941'CENTERLINE OF CANAL ROAD, 0.2 KM EAST OF THE CENTERLINE OF PRIVATE
 DF9941'ENTRANCE --550--, 35.9 M SOUTHWEST OF POWER POLE--94-10515--, AND 4 M
 DF9941'NORTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH,
 DF9941'EAST-SOUTHEAST AND WEST-SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 DF9941'POSTS.   ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9941'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9941
 DF9941                          STATION RECOVERY (2007)
 DF9941
 DF9941'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9941'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.91 MILE WEST OF
 DF9941'CHERRY LANE, 0.55 MILE EAST OF STATE HIGHWAY 73, 17.9 M WEST OF THE
 DF9941'EXTENDED CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M NORTH, 1.0 M EAST,
 DF9941'AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- THE
 DF9941'MONUMENT IS RECESSED 28 CM BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8512 ***********************************************************************
 DH8512  DESIGNATION -  2H70
 DH8512  PID         -  DH8512
 DH8512  STATE/COUNTY-  WI/COLUMBIA
 DH8512  COUNTRY     -  US
 DH8512  USGS QUAD   -  MORRISONVILLE (2018)
 DH8512
 DH8512                         *CURRENT SURVEY CONTROL
 DH8512  ______________________________________________________________________
 DH8512* NAD 83(1986) POSITION- 43 19 56.9    (N) 089 17 35.5    (W)   HD_HELD2
 DH8512* NAVD 88 ORTHO HEIGHT -   333.762 (meters)     1095.02  (feet) ADJUSTED
 DH8512  ______________________________________________________________________
 DH8512  GEOID HEIGHT    -        -34.968 (meters)                     GEOID18
 DH8512  DYNAMIC HEIGHT  -        333.677 (meters)     1094.74  (feet) COMP
 DH8512  MODELED GRAVITY -    980,355.1   (mgal)                       NAVD 88
 DH8512
 DH8512  VERT ORDER      -  SECOND    CLASS I
 DH8512
 DH8512.The horizontal coordinates were established by autonomous hand held GPS
 DH8512.observations and have an estimated accuracy of +/- 10 meters.
 DH8512
 DH8512.The orthometric height was determined by differential leveling and
 DH8512.adjusted by the WI DEPT OF TRANSP
 DH8512.in May 2012.
 DH8512
 DH8512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8512.GEOID18 height accuracy estimate available here.
 DH8512
 DH8512.Click photographs - Photos may exist for this station.
 DH8512
 DH8512.The dynamic height is computed by dividing the NAVD 88
 DH8512.geopotential number by the normal gravity value computed on the
 DH8512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8512.degrees latitude (g = 980.6199 gals.).
 DH8512
 DH8512.The modeled gravity was interpolated from observed gravity values.
 DH8512
 DH8512;                    North         East    Units  Estimated Accuracy
 DH8512;SPC WI S     -   148,268.      657,317.      MT  (+/- 10 meters HH2 GPS)
 DH8512
 DH8512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1409300290(NAD 83)
 DH8512
 DH8512                          SUPERSEDED SURVEY CONTROL
 DH8512
 DH8512  NAVD 88 (04/20/07)  333.741  (m)         1094.95   (f) SUPERSEDED  2 1
 DH8512
 DH8512.Superseded values are not recommended for survey control.
 DH8512
 DH8512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8512.See file dsdata.pdf to determine how the superseded data were derived.
 DH8512
 DH8512_MARKER: DD = SURVEY DISK
 DH8512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8512_STAMPING: 2H70 2004
 DH8512_MARK LOGO: WIDT
 DH8512_PROJECTION: FLUSH
 DH8512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8512+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DH8512
 DH8512  HISTORY     - Date     Condition        Report By
 DH8512  HISTORY     - 2004     MONUMENTED       WIDT
 DH8512  HISTORY     - 20080428 GOOD             WIDT
 DH8512
 DH8512                          STATION DESCRIPTION
 DH8512
 DH8512'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8512'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8512'STATION FROM THE JUNCTION OF US HIGHWAY 51 WITH STATE HIGHWAY 60 WITH
 DH8512'STATE HIGHWAY 22 ABOUT 2 MI (3.22 KM) WEST OF THE VILLAGE OF
 DH8512'ARLINGTON, GO EAST ON STATE HIGHWAY 22 NORTH STATE HIGHWAY 60 EAST FOR
 DH8512'0.3 MI (0.48 KM) TO WHERE STATE HIGHWAY 22 GOES NORTH AND STATE
 DH8512'HIGHWAY 60 CONTINUES EAST, CONTINUE EAST ON STATE HIGHWAY 60 FOR 1.7
 DH8512'MI (2.74 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8512'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8512'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8512'THE HIGHWAY PAVEMENT.  THE STATION IS 12.7 M (41.7 FT) NORTH OF THE
 DH8512'CENTERLINE OF STATE HIGHWAY 60, 13 M (42.7 FT) WEST OF THE CENTERLINE
 DH8512'OF A PRIVATE ENTRANCE, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 DH8512'POST AND 0.9 M (3.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DH8512'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8512'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8512
 DH8512                          STATION RECOVERY (2008)
 DH8512
 DH8512'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8512'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.60 MILE EAST OF
 DH8512'HARVEY ROAD AND 0.41 MILE WEST OF KRONCKE DRIVE.  ---NOTE--- IN THE
 DH8512'2004 DESCRIPTION, THE JUNCTION OF US HIGHWAY 51 WITH STATE HIGHWAY 60
 DH8512'WITH STATE HIGHWAY 22 IS APPROXIMATELY 2 MILES EAST (NOT WEST) OF THE
 DH8512'VILLAGE OF ARLINGTON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8513 ***********************************************************************
 DH8513  DESIGNATION -  2H71
 DH8513  PID         -  DH8513
 DH8513  STATE/COUNTY-  WI/COLUMBIA
 DH8513  COUNTRY     -  US
 DH8513  USGS QUAD   -  MORRISONVILLE (2018)
 DH8513
 DH8513                         *CURRENT SURVEY CONTROL
 DH8513  ______________________________________________________________________
 DH8513* NAD 83(1986) POSITION- 43 19 43.4    (N) 089 15 40.0    (W)   HD_HELD2
 DH8513* NAVD 88 ORTHO HEIGHT -   307.470 (meters)     1008.76  (feet) ADJUSTED
 DH8513  ______________________________________________________________________
 DH8513  GEOID HEIGHT    -        -34.976 (meters)                     GEOID18
 DH8513  DYNAMIC HEIGHT  -        307.391 (meters)     1008.50  (feet) COMP
 DH8513  MODELED GRAVITY -    980,355.8   (mgal)                       NAVD 88
 DH8513
 DH8513  VERT ORDER      -  SECOND    CLASS I
 DH8513
 DH8513.The horizontal coordinates were established by autonomous hand held GPS
 DH8513.observations and have an estimated accuracy of +/- 10 meters.
 DH8513
 DH8513.The orthometric height was determined by differential leveling and
 DH8513.adjusted by the WI DEPT OF TRANSP
 DH8513.in May 2012.
 DH8513
 DH8513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8513.GEOID18 height accuracy estimate available here.
 DH8513
 DH8513.Click photographs - Photos may exist for this station.
 DH8513
 DH8513.The dynamic height is computed by dividing the NAVD 88
 DH8513.geopotential number by the normal gravity value computed on the
 DH8513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8513.degrees latitude (g = 980.6199 gals.).
 DH8513
 DH8513.The modeled gravity was interpolated from observed gravity values.
 DH8513
 DH8513;                    North         East    Units  Estimated Accuracy
 DH8513;SPC WI S     -   147,874.      659,923.      MT  (+/- 10 meters HH2 GPS)
 DH8513
 DH8513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1668399802(NAD 83)
 DH8513
 DH8513                          SUPERSEDED SURVEY CONTROL
 DH8513
 DH8513  NAVD 88 (04/20/07)  307.448  (m)         1008.69   (f) SUPERSEDED  2 1
 DH8513
 DH8513.Superseded values are not recommended for survey control.
 DH8513
 DH8513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8513.See file dsdata.pdf to determine how the superseded data were derived.
 DH8513
 DH8513_MARKER: DD = SURVEY DISK
 DH8513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8513_STAMPING: 2H71 2004
 DH8513_MARK LOGO: WIDT
 DH8513_PROJECTION: FLUSH
 DH8513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8513+STABILITY: SURFACE MOTION
 DH8513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8513+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DH8513
 DH8513  HISTORY     - Date     Condition        Report By
 DH8513  HISTORY     - 2004     MONUMENTED       WIDT
 DH8513  HISTORY     - 20080428 GOOD             WIDT
 DH8513
 DH8513                          STATION DESCRIPTION
 DH8513
 DH8513'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8513'OWNERSHIP--TOWNSHIP OF LEEDS.  TO REACH THE STATION FROM THE JUNCTION
 DH8513'OF US HIGHWAY 51 AND STATE HIGHWAY 60 WITH STATE HIGHWAY 22 ABOUT 2 MI
 DH8513'(3.22 KM) EAST OF THE VILLAGE OF ARLINGTON, GO EAST ON STATE HIGHWAY
 DH8513'22 NORTH AND STATE HIGHWAY 60 EAST FOR 0.3 MI (0.48 KM) TO WHERE STATE
 DH8513'HIGHWAY 22 GOES NORTH AND STATE HIGHWAY 60 CONTINUES EAST, CONTINUE
 DH8513'EAST ON STATE HIGHWAY 60 FOR 3.1 MI (4.99 KM) TO BRADLEY ROAD ON THE
 DH8513'RIGHT, TURN RIGHT AND GO SOUTHEAST ON BRADLEY ROAD FOR 0.3 MI (0.48
 DH8513'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8513'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8513'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD
 DH8513'PAVEMENT.  THE STATION IS 8.8 M (28.9 FT) NORTHEAST OF THE CENTERLINE
 DH8513'OF BRADLEY ROAD, 30 M (98.4 FT) SOUTHEAST OF A FIELD ENTRANCE, 3.3 M
 DH8513'(10.8 FT) SOUTHWEST OF A CULTIVATED FIELD, 1.0 M (3.3 FT) SOUTH OF A
 DH8513'WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) NORTHEAST OF A WHITE
 DH8513'PLASTIC WITNESS POST AND 0.9 M (3.0 FT) WEST-NORTHWEST OF A WHITE
 DH8513'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8513'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8513
 DH8513                          STATION RECOVERY (2008)
 DH8513
 DH8513'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8513'RECOVERED IN GOOD CONDITION.  AN ALTERNATE TO REACH FOLLOWS-- TO REACH
 DH8513'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH COUNTY HIGHWAY
 DH8513'C APPROXIMATELY 7 MILES EAST OF THE VILLAGE OF ARLINGTON, GO WEST ON
 DH8513'STATE HIGHWAY 60 FOR 1.2 MILES TO BRADLEY ROAD LEFT, TURN LEFT AND GO
 DH8513'SOUTHEAST ON BRADLEY ROAD FOR 0.33 MILE TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8514 ***********************************************************************
 DH8514  DESIGNATION -  2H72
 DH8514  PID         -  DH8514
 DH8514  STATE/COUNTY-  WI/COLUMBIA
 DH8514  COUNTRY     -  US
 DH8514  USGS QUAD   -  NORTH BRISTOL (2018)
 DH8514
 DH8514                         *CURRENT SURVEY CONTROL
 DH8514  ______________________________________________________________________
 DH8514* NAD 83(1986) POSITION- 43 19 33.8    (N) 089 11 29.9    (W)   HD_HELD2
 DH8514* NAVD 88 ORTHO HEIGHT -   291.174 (meters)      955.29  (feet) ADJUSTED
 DH8514  ______________________________________________________________________
 DH8514  GEOID HEIGHT    -        -35.015 (meters)                     GEOID18
 DH8514  DYNAMIC HEIGHT  -        291.099 (meters)      955.05  (feet) COMP
 DH8514  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 DH8514
 DH8514  VERT ORDER      -  SECOND    CLASS I
 DH8514
 DH8514.The horizontal coordinates were established by autonomous hand held GPS
 DH8514.observations and have an estimated accuracy of +/- 10 meters.
 DH8514
 DH8514.The orthometric height was determined by differential leveling and
 DH8514.adjusted by the WI DEPT OF TRANSP
 DH8514.in May 2012.
 DH8514
 DH8514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8514.GEOID18 height accuracy estimate available here.
 DH8514
 DH8514.Click photographs - Photos may exist for this station.
 DH8514
 DH8514.The dynamic height is computed by dividing the NAVD 88
 DH8514.geopotential number by the normal gravity value computed on the
 DH8514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8514.degrees latitude (g = 980.6199 gals.).
 DH8514
 DH8514.The modeled gravity was interpolated from observed gravity values.
 DH8514
 DH8514;                    North         East    Units  Estimated Accuracy
 DH8514;SPC WI S     -   147,630.      665,560.      MT  (+/- 10 meters HH2 GPS)
 DH8514
 DH8514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2230799356(NAD 83)
 DH8514
 DH8514                          SUPERSEDED SURVEY CONTROL
 DH8514
 DH8514  NAVD 88 (04/20/07)  291.152  (m)          955.22   (f) SUPERSEDED  2 1
 DH8514
 DH8514.Superseded values are not recommended for survey control.
 DH8514
 DH8514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8514.See file dsdata.pdf to determine how the superseded data were derived.
 DH8514
 DH8514_MARKER: DD = SURVEY DISK
 DH8514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8514_STAMPING: 2H72 2004
 DH8514_MARK LOGO: WIDT
 DH8514_PROJECTION: FLUSH
 DH8514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8514+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DH8514
 DH8514  HISTORY     - Date     Condition        Report By
 DH8514  HISTORY     - 2004     MONUMENTED       WIDT
 DH8514  HISTORY     - 20080428 GOOD             WIDT
 DH8514
 DH8514                          STATION DESCRIPTION
 DH8514
 DH8514'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8514'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8514'STATE HIGHWAY 60 WITH COUNTY HIGHWAY C ABOUT 7 MI (11.27 KM) EAST OF
 DH8514'THE VILLAGE OF ARLINGTON, GO SOUTH ON COUNTY HIGHWAY C FOR 1.0 MI
 DH8514'(1.61 KM) TO BRADLEY ROAD, TURN LEFT AND GO EAST ON BRADLEY ROAD FOR
 DH8514'1.0 MI (1.61 KM) TO COUNTY HIGHWAY N, CONTINUE EAST ON COUNTY HIGHWAY
 DH8514'K FOR 0.3 MI (0.48 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8514'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8514'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH8514'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.2 M (30.2 FT) NORTH
 DH8514'OF THE CENTERLINE OF COUNTY HIGHWAY K, 5 M (16.4 FT) EAST OF A FIELD
 DH8514'ENTRANCE, 2 SOUTH OF A CULTIVATED FILED, 1.0 M (3.3 FT) WEST OF A
 DH8514'WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC
 DH8514'WITNESS POST AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DH8514'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8514'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8514
 DH8514                          STATION RECOVERY (2008)
 DH8514
 DH8514'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8514'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 37.5 M EAST OF A
 DH8514'WOOD --STOP AHEAD-- SIGN POST AND 31.0 M NORTHWEST OF POWER POLE
 DH8514'--10-11-21 42/50--.
 DH8514'AN ALTERNATE TO REACH FOLLOWS-- TO REACH THE STATION FROM THE JUNCTION
 DH8514'OF STATE HIGHWAY 60 WITH COUNTY HIGHWAY N APPROXIMATELY 7 MILES WEST
 DH8514'OF THE CITY OF COLUMBUS, GO SOUTHWEST ON COUNTY HIGHWAY N FOR 1.5
 DH8514'MILES TO BRADLEY ROAD RIGHT AND COUNTY HIGHWAY K LEFT, TURN LEFT AND
 DH8514'GO EAST ON COUNTY HIGHWAY K FOR 0.28 MILE TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8515 ***********************************************************************
 DH8515  DESIGNATION -  2H73
 DH8515  PID         -  DH8515
 DH8515  STATE/COUNTY-  WI/COLUMBIA
 DH8515  COUNTRY     -  US
 DH8515  USGS QUAD   -  NORTH BRISTOL (2018)
 DH8515
 DH8515                         *CURRENT SURVEY CONTROL
 DH8515  ______________________________________________________________________
 DH8515* NAD 83(1986) POSITION- 43 19 26.6    (N) 089 09 45.1    (W)   HD_HELD2
 DH8515* NAVD 88 ORTHO HEIGHT -   281.056 (meters)      922.10  (feet) ADJUSTED
 DH8515  ______________________________________________________________________
 DH8515  GEOID HEIGHT    -        -35.029 (meters)                     GEOID18
 DH8515  DYNAMIC HEIGHT  -        280.983 (meters)      921.86  (feet) COMP
 DH8515  MODELED GRAVITY -    980,354.1   (mgal)                       NAVD 88
 DH8515
 DH8515  VERT ORDER      -  SECOND    CLASS I
 DH8515
 DH8515.The horizontal coordinates were established by autonomous hand held GPS
 DH8515.observations and have an estimated accuracy of +/- 10 meters.
 DH8515
 DH8515.The orthometric height was determined by differential leveling and
 DH8515.adjusted by the WI DEPT OF TRANSP
 DH8515.in May 2012.
 DH8515
 DH8515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8515.GEOID18 height accuracy estimate available here.
 DH8515
 DH8515.Click photographs - Photos may exist for this station.
 DH8515
 DH8515.The dynamic height is computed by dividing the NAVD 88
 DH8515.geopotential number by the normal gravity value computed on the
 DH8515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8515.degrees latitude (g = 980.6199 gals.).
 DH8515
 DH8515.The modeled gravity was interpolated from observed gravity values.
 DH8515
 DH8515;                    North         East    Units  Estimated Accuracy
 DH8515;SPC WI S     -   147,431.      667,923.      MT  (+/- 10 meters HH2 GPS)
 DH8515
 DH8515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2466299072(NAD 83)
 DH8515
 DH8515                          SUPERSEDED SURVEY CONTROL
 DH8515
 DH8515  NAVD 88 (04/20/07)  281.034  (m)          922.03   (f) SUPERSEDED  2 1
 DH8515
 DH8515.Superseded values are not recommended for survey control.
 DH8515
 DH8515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8515.See file dsdata.pdf to determine how the superseded data were derived.
 DH8515
 DH8515_MARKER: DD = SURVEY DISK
 DH8515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8515_STAMPING: 2H73 2004
 DH8515_MARK LOGO: WIDT
 DH8515_PROJECTION: FLUSH
 DH8515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8515+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DH8515
 DH8515  HISTORY     - Date     Condition        Report By
 DH8515  HISTORY     - 2004     MONUMENTED       WIDT
 DH8515  HISTORY     - 20080428 GOOD             WIDT
 DH8515
 DH8515                          STATION DESCRIPTION
 DH8515
 DH8515'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8515'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8515'STATE HIGHWAY 60 WITH COUNTY HIGHWAY NORTH ABOUT 7 MI (11.27 KM) WEST
 DH8515'OF THE CITY OF COLUMBUS, GO EAST ON STATE HIGHWAY 60 FOR 0.3 MI (0.48
 DH8515'KM) TO PARPART ROAD, TURN RIGHT AND GO SOUTH ON PARPART ROAD FOR 1.0
 DH8515'MI (1.61 KM) TO COUNTY HIGHWAY K AND COUNTY HIGHWAY A EAST, TURN LEFT
 DH8515'AND GO EAST ON COUNTY HIGHWAY K AND COUNTY HIGHWAY A FOR 0.3 MI (0.48
 DH8515'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8515'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8515'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH8515'HIGHWAY PAVEMENT.  THE STATION IS 9.2 M (30.2 FT) NORTH OF THE
 DH8515'CENTERLINE OF COUNTY HIGHWAY K AND COUNTY HIGHWAY A, 2 M (6.6 FT)
 DH8515'SOUTH OF A CULTIVATED FIELD, AND 0.9 M (3.0 FT) WEST AND EAST OF TWO
 DH8515'WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8515'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8515
 DH8515                          STATION RECOVERY (2008)
 DH8515
 DH8515'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8515'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 74.5 M EAST OF AN
 DH8515'--INTERSECTION AHEAD-- SIGN POST AND 39.0 M WEST OF THE WEST END OF A
 DH8515'METAL GUARD RAIL.
 DH8515'AN ADDITIONAL TO REACH FOLLOWS -- TO REACH THE STATION FROM THE
 DH8515'JUNCTION OF STATE HIGHWAY 60 WITH COUNTY HIGHWAY A APPROXIMATELY 6
 DH8515'MILES WEST OF THE CITY OF COLUMBUS, GO SOUTH ON COUNTY HIGHWAY A FOR
 DH8515'0.7 MILE TO COUNTY HIGHWAY K, TURN RIGHT AND GO SOUTHWEST ON COUNTY
 DH8515'HIGHWAYS A AND K FOR 0.92 MILE TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8516 ***********************************************************************
 DH8516  DESIGNATION -  2H74
 DH8516  PID         -  DH8516
 DH8516  STATE/COUNTY-  WI/COLUMBIA
 DH8516  COUNTRY     -  US
 DH8516  USGS QUAD   -  NORTH BRISTOL (2018)
 DH8516
 DH8516                         *CURRENT SURVEY CONTROL
 DH8516  ______________________________________________________________________
 DH8516* NAD 83(1986) POSITION- 43 19 23.8    (N) 089 07 29.8    (W)   HD_HELD2
 DH8516* NAVD 88 ORTHO HEIGHT -   287.660 (meters)      943.76  (feet) ADJUSTED
 DH8516  ______________________________________________________________________
 DH8516  GEOID HEIGHT    -        -35.046 (meters)                     GEOID18
 DH8516  DYNAMIC HEIGHT  -        287.586 (meters)      943.52  (feet) COMP
 DH8516  MODELED GRAVITY -    980,354.7   (mgal)                       NAVD 88
 DH8516
 DH8516  VERT ORDER      -  SECOND    CLASS I
 DH8516
 DH8516.The horizontal coordinates were established by autonomous hand held GPS
 DH8516.observations and have an estimated accuracy of +/- 10 meters.
 DH8516
 DH8516.The orthometric height was determined by differential leveling and
 DH8516.adjusted by the WI DEPT OF TRANSP
 DH8516.in May 2012.
 DH8516
 DH8516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8516.GEOID18 height accuracy estimate available here.
 DH8516
 DH8516.Click photographs - Photos may exist for this station.
 DH8516
 DH8516.The dynamic height is computed by dividing the NAVD 88
 DH8516.geopotential number by the normal gravity value computed on the
 DH8516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8516.degrees latitude (g = 980.6199 gals.).
 DH8516
 DH8516.The modeled gravity was interpolated from observed gravity values.
 DH8516
 DH8516;                    North         East    Units  Estimated Accuracy
 DH8516;SPC WI S     -   147,376.      670,972.      MT  (+/- 10 meters HH2 GPS)
 DH8516
 DH8516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2770798907(NAD 83)
 DH8516
 DH8516                          SUPERSEDED SURVEY CONTROL
 DH8516
 DH8516  NAVD 88 (04/20/07)  287.638  (m)          943.69   (f) SUPERSEDED  2 1
 DH8516
 DH8516.Superseded values are not recommended for survey control.
 DH8516
 DH8516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8516.See file dsdata.pdf to determine how the superseded data were derived.
 DH8516
 DH8516_MARKER: DD = SURVEY DISK
 DH8516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8516_STAMPING: 2H74 2004
 DH8516_MARK LOGO: WIDT
 DH8516_PROJECTION: FLUSH
 DH8516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8516+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DH8516
 DH8516  HISTORY     - Date     Condition        Report By
 DH8516  HISTORY     - 2004     MONUMENTED       WIDT
 DH8516  HISTORY     - 20080428 GOOD             WIDT
 DH8516
 DH8516                          STATION DESCRIPTION
 DH8516
 DH8516'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8516'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8516'STATE HIGHWAY 60 WITH COUNTY HIGHWAY A ABOUT 6 MI (9.66 KM) WEST OF
 DH8516'THE CITY OF COLUMBUS, GO SOUTH ON COUNTY HIGHWAY A FOR 0.7 MI (1.13
 DH8516'KM) TO COUNTY HIGHWAY K ON THE LEFT AND COUNTY HIGHWAY A ON THE RIGHT,
 DH8516'TURN LEFT AND GO EAST ON COUNTY HIGHWAY K FOR 1.2 MI (1.93 KM) TO THE
 DH8516'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8516'TRANSPORTATION GEODETIC SURVEY CONTROL STATION SET IN THE TOP OF A
 DH8516'41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DH8516'PAVEMENT.  THE STATION IS 6.0 M (19.7 FT) SOUTH OF THE CENTERLINE OF
 DH8516'COUNTY HIGHWAY K, 5 M (16.4 FT) NORTH OF A CULTIVATED FIELD, 1.0 M
 DH8516'(3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST AND 0.9 M (3.0 FT) EAST
 DH8516'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8516'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8516'HORIZON.
 DH8516
 DH8516                          STATION RECOVERY (2008)
 DH8516
 DH8516'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8516'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.85 MILE NORTHWEST
 DH8516'OF WENDT ROAD, 0.08 MILE SOUTHEAST OF PRIVATE ENTRANCE --W2503-- AND
 DH8516'HUEBNER DRIVE, 21.5 M SOUTH-SOUTHWEST OF A POWER POLE, AND 5.4 M
 DH8516'NORTHWEST OF A GREEN CYLINDRICAL TELEPHONE PEDESTAL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8517 ***********************************************************************
 DH8517  DESIGNATION -  2H75
 DH8517  PID         -  DH8517
 DH8517  STATE/COUNTY-  WI/COLUMBIA
 DH8517  COUNTRY     -  US
 DH8517  USGS QUAD   -  COLUMBUS (2018)
 DH8517
 DH8517                         *CURRENT SURVEY CONTROL
 DH8517  ______________________________________________________________________
 DH8517* NAD 83(1986) POSITION- 43 19 11.2    (N) 089 05 20.6    (W)   HD_HELD2
 DH8517* NAVD 88 ORTHO HEIGHT -   280.681 (meters)      920.87  (feet) ADJUSTED
 DH8517  ______________________________________________________________________
 DH8517  GEOID HEIGHT    -        -35.049 (meters)                     GEOID18
 DH8517  DYNAMIC HEIGHT  -        280.609 (meters)      920.63  (feet) COMP
 DH8517  MODELED GRAVITY -    980,356.4   (mgal)                       NAVD 88
 DH8517
 DH8517  VERT ORDER      -  SECOND    CLASS I
 DH8517
 DH8517.The horizontal coordinates were established by autonomous hand held GPS
 DH8517.observations and have an estimated accuracy of +/- 10 meters.
 DH8517
 DH8517.The orthometric height was determined by differential leveling and
 DH8517.adjusted by the WI DEPT OF TRANSP
 DH8517.in May 2012.
 DH8517
 DH8517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8517.GEOID18 height accuracy estimate available here.
 DH8517
 DH8517.Click photographs - Photos may exist for this station.
 DH8517
 DH8517.The dynamic height is computed by dividing the NAVD 88
 DH8517.geopotential number by the normal gravity value computed on the
 DH8517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8517.degrees latitude (g = 980.6199 gals.).
 DH8517
 DH8517.The modeled gravity was interpolated from observed gravity values.
 DH8517
 DH8517;                    North         East    Units  Estimated Accuracy
 DH8517;SPC WI S     -   147,018.      673,887.      MT  (+/- 10 meters HH2 GPS)
 DH8517
 DH8517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3060798445(NAD 83)
 DH8517
 DH8517                          SUPERSEDED SURVEY CONTROL
 DH8517
 DH8517  NAVD 88 (04/20/07)  280.659  (m)          920.80   (f) SUPERSEDED  2 1
 DH8517
 DH8517.Superseded values are not recommended for survey control.
 DH8517
 DH8517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8517.See file dsdata.pdf to determine how the superseded data were derived.
 DH8517
 DH8517_MARKER: DD = SURVEY DISK
 DH8517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8517_STAMPING: 2H75 2004
 DH8517_MARK LOGO: WIDT
 DH8517_PROJECTION: FLUSH
 DH8517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8517+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DH8517
 DH8517  HISTORY     - Date     Condition        Report By
 DH8517  HISTORY     - 2004     MONUMENTED       WIDT
 DH8517  HISTORY     - 20080428 GOOD             WIDT
 DH8517
 DH8517                          STATION DESCRIPTION
 DH8517
 DH8517'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8517'OWNERSHIP--TOWN OF COLUMBUS.  TO REACH THE STATION FROM THE JUNCTION
 DH8517'OF STATE HIGHWAY 60 WITH COUNTY HIGHWAY A ABOUT 6 MI (9.66 KM) WEST OF
 DH8517'THE CITY OF COLUMBUS, GO SOUTH ON COUNTY HIGHWAY A FOR 0.7 MI (1.13
 DH8517'KM) TO COUNTY HIGHWAY A ON THE RIGHT AND COUNTY HIGHWAY K ON THE LEFT,
 DH8517'TURN LEFT AND GO EAST ON COUNTY HIGHWAY K FOR 3.1 MI (4.99 KM) TO
 DH8517'BOELTE ROAD, TURN LEFT AND GO NORTH ON BOELTE ROAD FOR 0.05 MI (0.08
 DH8517'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8517'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8517'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD
 DH8517'PAVEMENT.   THE STATION IS 9.7 M (31.8 FT) WEST OF THE CENTERLINE OF
 DH8517'BOELTE ROAD, 8.0 M (26.2 FT) SOUTH OF TELEPHONE PEDESTAL --100 105--,
 DH8517'2 M (6.6 FT) EAST OF A CULTIVATED FIELD, 1.2 M (3.9 FT) NORTH OF A
 DH8517'WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 DH8517'WITNESS POST, AND 0.8 M (2.6 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DH8517'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8517'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8517
 DH8517                          STATION RECOVERY (2008)
 DH8517
 DH8517'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8517'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 52 M NORTH OF
 DH8517'COUNTY HIGHWAY K AND 23.5 M NORTHWEST OF POWER POLE --10-12-21 0/27--.
 DH8517'
 DH8517'AN ALTERNATE TO REACH FOLLOWS-- TO REACH THE STATION FROM THE JUNCTION
 DH8517'OF US HIGHWAY 151 WITH STATE HIGHWAYS 16 AND 60 ON THE NORTHWEST SIDE
 DH8517'OF THE CITY OF COLUMBUS, GO NORTHWEST ON STATE HIGHWAYS 16 AND 60 FOR
 DH8517'0.3 MILE TO STATE HIGHWAY 16 AHEAD AND STATE HIGHWAY 60 LEFT, TURN
 DH8517'LEFT AND GO SOUTHWEST THEN WEST ON STATE HIGHWAY 60 FOR 2.8 MILES TO
 DH8517'BOELTE ROAD LEFT,
 DH8517'TURN LEFT AND GO SOUTH ON BOELTE ROAD FOR 1.49 MILES TO THE STATION ON
 DH8517'THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8519 ***********************************************************************
 DH8519  DESIGNATION -  2H77
 DH8519  PID         -  DH8519
 DH8519  STATE/COUNTY-  WI/DODGE
 DH8519  COUNTRY     -  US
 DH8519  USGS QUAD   -  ASTICO (2018)
 DH8519
 DH8519                         *CURRENT SURVEY CONTROL
 DH8519  ______________________________________________________________________
 DH8519* NAD 83(1986) POSITION- 43 20 46.2    (N) 088 57 23.2    (W)   HD_HELD2
 DH8519* NAVD 88 ORTHO HEIGHT -   259.815 (meters)      852.41  (feet) ADJUSTED
 DH8519  ______________________________________________________________________
 DH8519  GEOID HEIGHT    -        -35.092 (meters)                     GEOID18
 DH8519  DYNAMIC HEIGHT  -        259.751 (meters)      852.20  (feet) COMP
 DH8519  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 DH8519
 DH8519  VERT ORDER      -  SECOND    CLASS I
 DH8519
 DH8519.The horizontal coordinates were established by autonomous hand held GPS
 DH8519.observations and have an estimated accuracy of +/- 10 meters.
 DH8519
 DH8519.The orthometric height was determined by differential leveling and
 DH8519.adjusted by the WI DEPT OF TRANSP
 DH8519.in May 2012.
 DH8519
 DH8519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8519.GEOID18 height accuracy estimate available here.
 DH8519
 DH8519.Click photographs - Photos may exist for this station.
 DH8519
 DH8519.The dynamic height is computed by dividing the NAVD 88
 DH8519.geopotential number by the normal gravity value computed on the
 DH8519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8519.degrees latitude (g = 980.6199 gals.).
 DH8519
 DH8519.The modeled gravity was interpolated from observed gravity values.
 DH8519
 DH8519;                    North         East    Units  Estimated Accuracy
 DH8519;SPC WI S     -   150,075.      684,605.      MT  (+/- 10 meters HH2 GPS)
 DH8519
 DH8519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4142901115(NAD 83)
 DH8519
 DH8519                          SUPERSEDED SURVEY CONTROL
 DH8519
 DH8519  NAVD 88 (04/20/07)  259.792  (m)          852.33   (f) SUPERSEDED  2 1
 DH8519
 DH8519.Superseded values are not recommended for survey control.
 DH8519
 DH8519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8519.See file dsdata.pdf to determine how the superseded data were derived.
 DH8519
 DH8519_MARKER: DD = SURVEY DISK
 DH8519_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8519_SP_SET: CATTLE PASS WINGWALL
 DH8519_STAMPING: 2H77 2004
 DH8519_MARK LOGO: WIDT
 DH8519_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8519+STABILITY: SURFACE MOTION
 DH8519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8519+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2007
 DH8519
 DH8519  HISTORY     - Date     Condition        Report By
 DH8519  HISTORY     - 2004     MONUMENTED       WIDT
 DH8519  HISTORY     - 20071113 GOOD             WIDT
 DH8519
 DH8519                          STATION DESCRIPTION
 DH8519
 DH8519'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8519'OWNERSHIP--TOWN OF ELBA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8519'STATE HIGHWAY 73 (N LUDINGTON STREET) WITH STATE HIGHWAY 16 (W JAMES
 DH8519'STREET) AND STATE HIGHWAY 60 IN THE VILLAGE OF COLUMBUS, GO NORTH ON
 DH8519'STATE HIGHWAY 73 FOR 1.6 MI (2.57 KM) TO BEHAN ROAD, TURN RIGHT AND GO
 DH8519'EAST THEN SOUTHEAST ON BEHAN ROAD FOR 3.5 MI (5.63 KM) TO THE STATION
 DH8519'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8519'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8519'NORTHWEST WINGWALL OF A CATTLEPASS ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH8519'THE STATION IS 4.0 M (13.1 FT) SOUTHWEST OF THE CENTERLINE OF BEHAN
 DH8519'ROAD AND 11.2 M (36.7 FT) NORTHWEST OF THE SOUTHWESTERNMOST END OF THE
 DH8519'GUARDRAIL.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8519'OBSERVATIONS DUE TO BEING SET TO CLOSE TO THE ROAD.
 DH8519
 DH8519                          STATION RECOVERY (2007)
 DH8519
 DH8519'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8519'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.7 M SOUTHEAST OF
 DH8519'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8537 ***********************************************************************
 DH8537  DESIGNATION -  2H78
 DH8537  PID         -  DH8537
 DH8537  STATE/COUNTY-  WI/DODGE
 DH8537  COUNTRY     -  US
 DH8537  USGS QUAD   -  ASTICO (2018)
 DH8537
 DH8537                         *CURRENT SURVEY CONTROL
 DH8537  ______________________________________________________________________
 DH8537* NAD 83(1986) POSITION- 43 20 01.3    (N) 088 57 22.6    (W)   HD_HELD2
 DH8537* NAVD 88 ORTHO HEIGHT -   263.142 (meters)      863.33  (feet) ADJUSTED
 DH8537  ______________________________________________________________________
 DH8537  GEOID HEIGHT    -        -35.068 (meters)                     GEOID18
 DH8537  DYNAMIC HEIGHT  -        263.077 (meters)      863.11  (feet) COMP
 DH8537  MODELED GRAVITY -    980,366.9   (mgal)                       NAVD 88
 DH8537
 DH8537  VERT ORDER      -  SECOND    CLASS I
 DH8537
 DH8537.The horizontal coordinates were established by autonomous hand held GPS
 DH8537.observations and have an estimated accuracy of +/- 10 meters.
 DH8537
 DH8537.The orthometric height was determined by differential leveling and
 DH8537.adjusted by the WI DEPT OF TRANSP
 DH8537.in May 2012.
 DH8537
 DH8537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8537.GEOID18 height accuracy estimate available here.
 DH8537
 DH8537.Click photographs - Photos may exist for this station.
 DH8537
 DH8537.The dynamic height is computed by dividing the NAVD 88
 DH8537.geopotential number by the normal gravity value computed on the
 DH8537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8537.degrees latitude (g = 980.6199 gals.).
 DH8537
 DH8537.The modeled gravity was interpolated from observed gravity values.
 DH8537
 DH8537;                    North         East    Units  Estimated Accuracy
 DH8537;SPC WI S     -   148,690.      684,636.      MT  (+/- 10 meters HH2 GPS)
 DH8537
 DH8537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4141099730(NAD 83)
 DH8537
 DH8537                          SUPERSEDED SURVEY CONTROL
 DH8537
 DH8537  NAVD 88 (04/20/07)  263.119  (m)          863.25   (f) SUPERSEDED  2 1
 DH8537
 DH8537.Superseded values are not recommended for survey control.
 DH8537
 DH8537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8537.See file dsdata.pdf to determine how the superseded data were derived.
 DH8537
 DH8537_MARKER: DD = SURVEY DISK
 DH8537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8537_SP_SET: BRIDGE WINGWALL
 DH8537_STAMPING: 2H78 2004
 DH8537_MARK LOGO: WIDT
 DH8537_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8537+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2007
 DH8537
 DH8537  HISTORY     - Date     Condition        Report By
 DH8537  HISTORY     - 2004     MONUMENTED       WIDT
 DH8537  HISTORY     - 20071113 GOOD             WIDT
 DH8537
 DH8537                          STATION DESCRIPTION
 DH8537
 DH8537'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8537'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8537'STATE HIGHWAY 73 (N LUDINGTON STREET) WITH STATE HIGHWAY 16 (W JAMES
 DH8537'STREET) AND STATE HIGHWAY 60 IN THE VILLAGE OF COLUMBUS, GO NORTH ON
 DH8537'STATE HIGHWAY 73 FOR 1.6 MI (2.57 KM) TO BEHAN ROAD, TURN RIGHT AND GO
 DH8537'EAST THEN SOUTHEAST ON BEHAN ROAD FOR 3.6 MI (5.79 KM) TO COUNTY
 DH8537'HIGHWAY TT, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY TT FOR 1.1 MI
 DH8537'(1.77 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8537'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8537'DISK SET IN THE SOUTHERNMOST END OF THE WEST WINGWALL OF A BRIDGE
 DH8537'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.4 M (17.7 FT)
 DH8537'WEST OF THE CENTERLINE OF COUNTY HIGHWAY TT AND 25.2 M (82.7 FT) NORTH
 DH8537'OF THE SOUTHERNMOST END OF THE GUARDRAIL.  ---NOTE---THIS STATION HAS
 DH8537'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8537'HORIZON.
 DH8537
 DH8537                          STATION RECOVERY (2007)
 DH8537
 DH8537'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8521 ***********************************************************************
 DH8521  DESIGNATION -  2H80
 DH8521  PID         -  DH8521
 DH8521  STATE/COUNTY-  WI/DODGE
 DH8521  COUNTRY     -  US
 DH8521  USGS QUAD   -  REESEVILLE (2018)
 DH8521
 DH8521                         *CURRENT SURVEY CONTROL
 DH8521  ______________________________________________________________________
 DH8521* NAD 83(1986) POSITION- 43 19 04.2    (N) 088 51 46.6    (W)   HD_HELD2
 DH8521* NAVD 88 ORTHO HEIGHT -   256.701 (meters)      842.19  (feet) ADJUSTED
 DH8521  ______________________________________________________________________
 DH8521  GEOID HEIGHT    -        -34.994 (meters)                     GEOID18
 DH8521  DYNAMIC HEIGHT  -        256.639 (meters)      841.99  (feet) COMP
 DH8521  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 DH8521
 DH8521  VERT ORDER      -  SECOND    CLASS I
 DH8521
 DH8521.The horizontal coordinates were established by autonomous hand held GPS
 DH8521.observations and have an estimated accuracy of +/- 10 meters.
 DH8521
 DH8521.The orthometric height was determined by differential leveling and
 DH8521.adjusted by the WI DEPT OF TRANSP
 DH8521.in May 2012.
 DH8521
 DH8521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8521.GEOID18 height accuracy estimate available here.
 DH8521
 DH8521.Click photographs - Photos may exist for this station.
 DH8521
 DH8521.The dynamic height is computed by dividing the NAVD 88
 DH8521.geopotential number by the normal gravity value computed on the
 DH8521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8521.degrees latitude (g = 980.6199 gals.).
 DH8521
 DH8521.The modeled gravity was interpolated from observed gravity values.
 DH8521
 DH8521;                    North         East    Units  Estimated Accuracy
 DH8521;SPC WI S     -   147,027.      692,228.      MT  (+/- 10 meters HH2 GPS)
 DH8521
 DH8521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4893797795(NAD 83)
 DH8521
 DH8521                          SUPERSEDED SURVEY CONTROL
 DH8521
 DH8521  NAVD 88 (04/20/07)  256.678  (m)          842.12   (f) SUPERSEDED  2 1
 DH8521
 DH8521.Superseded values are not recommended for survey control.
 DH8521
 DH8521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8521.See file dsdata.pdf to determine how the superseded data were derived.
 DH8521
 DH8521_MARKER: DD = SURVEY DISK
 DH8521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8521_STAMPING: 2H80 2004
 DH8521_MARK LOGO: WIDT
 DH8521_PROJECTION: FLUSH
 DH8521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8521+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2007
 DH8521
 DH8521  HISTORY     - Date     Condition        Report By
 DH8521  HISTORY     - 2004     MONUMENTED       WIDT
 DH8521  HISTORY     - 20071113 GOOD             WIDT
 DH8521
 DH8521                          STATION DESCRIPTION
 DH8521
 DH8521'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8521'OWNERSHIP--TOWN OF LOWELL.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8521'STATE HIGHWAY 16 AND STATE HIGHWAY 60 WITH COUNTY HIGHWAY TT ABOUT 3
 DH8521'MI (4.83 KM) EAST OF THE VILLAGE OF COLUMBUS, GO EAST ON STATE HIGHWAY
 DH8521'16 AND STATE HIGHWAY 60 FOR 2.2 MI (3.54 KM) TO OLD COUNTY HIGHWAY J
 DH8521'ON THE LEFT AND MAIDEN LANE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH
 DH8521'ON MAIDEN LANE ROAD FOR 0.7 MI (1.13 KM) TO SEVEN HILL ROAD, TURN LEFT
 DH8521'AND GO EAST ON SEVEN HILL ROAD FOR 0.7 MI (1.13 KM) TO LEDWOROWSKI
 DH8521'ROAD, TURN RIGHT AND GO SOUTH ON LEDWOROWSKI ROAD FOR 0.05 MI (0.08
 DH8521'KM) TO THE STATION ON THE LEFT.  THE STATION IS 5.8 M (19.0 FT) EAST
 DH8521'OF THE CENTERLINE OF LEDWOROWSKI ROAD, 40.6 M (133.2 FT) SOUTH OF THE
 DH8521'CENTERLINE OF SEVEN HILL ROAD, 21.0 M (68.9 FT) SOUTHEAST OF POWERPOLE
 DH8521'--48-14-26--, 3 M (9.8 FT) WEST OF A CULTIVATED FIELD, AND 1.0 M (3.3
 DH8521'FT) EAST, NORTH-NORTHWEST, AND SOUTH-SOUTHWEST OF THREE WHITE PLASTIC
 DH8521'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8521'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8521
 DH8521                          STATION RECOVERY (2007)
 DH8521
 DH8521'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8522 ***********************************************************************
 DH8522  DESIGNATION -  2H81
 DH8522  PID         -  DH8522
 DH8522  STATE/COUNTY-  WI/DODGE
 DH8522  COUNTRY     -  US
 DH8522  USGS QUAD   -  REESEVILLE (2018)
 DH8522
 DH8522                         *CURRENT SURVEY CONTROL
 DH8522  ______________________________________________________________________
 DH8522* NAD 83(1986) POSITION- 43 18 16.5    (N) 088 49 28.1    (W)   HD_HELD2
 DH8522* NAVD 88 ORTHO HEIGHT -   242.781 (meters)      796.52  (feet) ADJUSTED
 DH8522  ______________________________________________________________________
 DH8522  GEOID HEIGHT    -        -34.946 (meters)                     GEOID18
 DH8522  DYNAMIC HEIGHT  -        242.722 (meters)      796.33  (feet) COMP
 DH8522  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 DH8522
 DH8522  VERT ORDER      -  SECOND    CLASS I
 DH8522
 DH8522.The horizontal coordinates were established by autonomous hand held GPS
 DH8522.observations and have an estimated accuracy of +/- 10 meters.
 DH8522
 DH8522.The orthometric height was determined by differential leveling and
 DH8522.adjusted by the WI DEPT OF TRANSP
 DH8522.in May 2012.
 DH8522
 DH8522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8522.GEOID18 height accuracy estimate available here.
 DH8522
 DH8522.Click photographs - Photos may exist for this station.
 DH8522
 DH8522.The dynamic height is computed by dividing the NAVD 88
 DH8522.geopotential number by the normal gravity value computed on the
 DH8522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8522.degrees latitude (g = 980.6199 gals.).
 DH8522
 DH8522.The modeled gravity was interpolated from observed gravity values.
 DH8522
 DH8522;                    North         East    Units  Estimated Accuracy
 DH8522;SPC WI S     -   145,599.      695,369.      MT  (+/- 10 meters HH2 GPS)
 DH8522
 DH8522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5202596255(NAD 83)
 DH8522
 DH8522                          SUPERSEDED SURVEY CONTROL
 DH8522
 DH8522  NAVD 88 (04/20/07)  242.757  (m)          796.45   (f) SUPERSEDED  2 1
 DH8522
 DH8522.Superseded values are not recommended for survey control.
 DH8522
 DH8522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8522.See file dsdata.pdf to determine how the superseded data were derived.
 DH8522
 DH8522_MARKER: DD = SURVEY DISK
 DH8522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8522_SP_SET: BRIDGE WINGWALL
 DH8522_STAMPING: 2H81 2004
 DH8522_MARK LOGO: WIDT
 DH8522_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8522+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2007
 DH8522
 DH8522  HISTORY     - Date     Condition        Report By
 DH8522  HISTORY     - 2004     MONUMENTED       WIDT
 DH8522  HISTORY     - 20071113 GOOD             WIDT
 DH8522
 DH8522                          STATION DESCRIPTION
 DH8522
 DH8522'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8522'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8522'STATE HIGHWAY 16 AND STATE HIGHWAY 60 WITH COUNTY HIGHWAY KW SOUTH
 DH8522'ABOUT 10 MI (16.09 KM) EAST OF THE VILLAGE OF COLUMBUS, GO SOUTH ON
 DH8522'COUNTY HIGHWAY KW SOUTH FOR 1.0 MI (1.61 KM) TO COUNTY HIGHWAY J, TURN
 DH8522'RIGHT AND GO WEST ON COUNTY HIGHWAY J FOR 2.0 MI (3.22 KM) TO THE
 DH8522'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8522'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8522'NORTHERNMOST END OF THE WEST WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE
 DH8522'HIGHWAY PAVEMENT.  THE STATION IS 4.1 M (13.5 FT) NORTH OF THE
 DH8522'CENTERLINE OF COUNTY HIGHWAY J AND 9.1 M (29.9 FT) NORTH OF A METAL
 DH8522'POST FOR A --LOITERING OR FISHING FROM THE BRIDGE PROHIBITED-- SIGN.
 DH8522'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8522'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8522
 DH8522                          STATION RECOVERY (2007)
 DH8522
 DH8522'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8522'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M SOUTHEAST OF
 DH8522'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8523 ***********************************************************************
 DH8523  DESIGNATION -  2H82
 DH8523  PID         -  DH8523
 DH8523  STATE/COUNTY-  WI/DODGE
 DH8523  COUNTRY     -  US
 DH8523  USGS QUAD   -  REESEVILLE (2018)
 DH8523
 DH8523                         *CURRENT SURVEY CONTROL
 DH8523  ______________________________________________________________________
 DH8523* NAD 83(1986) POSITION- 43 18 51.3    (N) 088 48 12.4    (W)   HD_HELD2
 DH8523* NAVD 88 ORTHO HEIGHT -   242.098 (meters)      794.28  (feet) ADJUSTED
 DH8523  ______________________________________________________________________
 DH8523  GEOID HEIGHT    -        -34.956 (meters)                     GEOID18
 DH8523  DYNAMIC HEIGHT  -        242.040 (meters)      794.09  (feet) COMP
 DH8523  MODELED GRAVITY -    980,373.0   (mgal)                       NAVD 88
 DH8523
 DH8523  VERT ORDER      -  SECOND    CLASS I
 DH8523
 DH8523.The horizontal coordinates were established by autonomous hand held GPS
 DH8523.observations and have an estimated accuracy of +/- 10 meters.
 DH8523
 DH8523.The orthometric height was determined by differential leveling and
 DH8523.adjusted by the WI DEPT OF TRANSP
 DH8523.in May 2012.
 DH8523
 DH8523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8523.GEOID18 height accuracy estimate available here.
 DH8523
 DH8523.Click photographs - Photos may exist for this station.
 DH8523
 DH8523.The dynamic height is computed by dividing the NAVD 88
 DH8523.geopotential number by the normal gravity value computed on the
 DH8523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8523.degrees latitude (g = 980.6199 gals.).
 DH8523
 DH8523.The modeled gravity was interpolated from observed gravity values.
 DH8523
 DH8523;                    North         East    Units  Estimated Accuracy
 DH8523;SPC WI S     -   146,697.      697,060.      MT  (+/- 10 meters HH2 GPS)
 DH8523
 DH8523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5375497291(NAD 83)
 DH8523
 DH8523                          SUPERSEDED SURVEY CONTROL
 DH8523
 DH8523  NAVD 88 (04/20/07)  242.074  (m)          794.20   (f) SUPERSEDED  2 1
 DH8523
 DH8523.Superseded values are not recommended for survey control.
 DH8523
 DH8523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8523.See file dsdata.pdf to determine how the superseded data were derived.
 DH8523
 DH8523_MARKER: DD = SURVEY DISK
 DH8523_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8523_SP_SET: BRIDGE ABUTMENT
 DH8523_STAMPING: 2H82 2004
 DH8523_MARK LOGO: WIDT
 DH8523_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8523+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2007
 DH8523
 DH8523  HISTORY     - Date     Condition        Report By
 DH8523  HISTORY     - 2004     MONUMENTED       WIDT
 DH8523  HISTORY     - 20071113 GOOD             WIDT
 DH8523
 DH8523                          STATION DESCRIPTION
 DH8523
 DH8523'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8523'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8523'STATE HIGHWAY 16 AND STATE HIGHWAY 60 WITH COUNTY HIGHWAY KW SOUTH
 DH8523'ABOUT 10 MI (16.09 KM) EAST OF THE VILLAGE OF COLUMBUS, GO SOUTH ON
 DH8523'COUNTY HIGHWAY KW SOUTH FOR 1.0 MI (1.61 KM) TO COUNTY HIGHWAY J, TURN
 DH8523'LEFT AND GO EAST ON COUNTY HIGHWAY J FOR 0.5 MI (0.8 KM) TO THE
 DH8523'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8523'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8523'SOUTHERNMOST END OF THE EASTERN ABUTMENT OF BRIDGE --B-14-27-57--
 DH8523'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 4.1 M (13.5 FT)
 DH8523'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY J AND 16.6 M (54.5 FT)
 DH8523'NORTHWEST OF POWERPOLE --68-28872 45-3--.  ---NOTE---THIS STATION HAS
 DH8523'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES EXCEPT FOR
 DH8523'THE REFERENCED POWERPOLE TO THE SOUTHEAST EXTENDING TO 30 DEGREES.
 DH8523
 DH8523                          STATION RECOVERY (2007)
 DH8523
 DH8523'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8523'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTHWEST OF
 DH8523'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4606 ***********************************************************************
 DQ4606  DESIGNATION -  2H87 RESET
 DQ4606  PID         -  DQ4606
 DQ4606  STATE/COUNTY-  WI/DODGE
 DQ4606  COUNTRY     -  US
 DQ4606  USGS QUAD   -  BEAVER DAM (2018)
 DQ4606
 DQ4606                         *CURRENT SURVEY CONTROL
 DQ4606  ______________________________________________________________________
 DQ4606* NAD 83(1986) POSITION- 43 27 15.15   (N) 088 50 35.30   (W)   HD_HELD1
 DQ4606* NAVD 88 ORTHO HEIGHT -   266.893 (meters)      875.63  (feet) ADJUSTED
 DQ4606  ______________________________________________________________________
 DQ4606  GEOID HEIGHT    -        -35.235 (meters)                     GEOID18
 DQ4606  DYNAMIC HEIGHT  -        266.830 (meters)      875.42  (feet) COMP
 DQ4606  MODELED GRAVITY -    980,375.6   (mgal)                       NAVD 88
 DQ4606
 DQ4606  VERT ORDER      -  SECOND    CLASS I
 DQ4606
 DQ4606.The horizontal coordinates were determined by differentially corrected
 DQ4606.hand held GPS observations or other comparable positioning techniques
 DQ4606.and have an estimated accuracy of +/- 3 meters.
 DQ4606
 DQ4606.The orthometric height was determined by differential leveling and
 DQ4606.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4606.in March 2017.
 DQ4606
 DQ4606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4606.GEOID18 height accuracy estimate available here.
 DQ4606
 DQ4606.Click photographs - Photos may exist for this station.
 DQ4606
 DQ4606.The dynamic height is computed by dividing the NAVD 88
 DQ4606.geopotential number by the normal gravity value computed on the
 DQ4606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4606.degrees latitude (g = 980.6199 gals.).
 DQ4606
 DQ4606.The modeled gravity was interpolated from observed gravity values.
 DQ4606
 DQ4606;                    North         East    Units  Estimated Accuracy
 DQ4606;SPC WI S     -   162,198.2     693,624.5     MT  (+/- 3 meters HH1 GPS) 
 DQ4606
 DQ4606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5087812905(NAD 83)
 DQ4606
 DQ4606                          SUPERSEDED SURVEY CONTROL
 DQ4606
 DQ4606.No superseded survey control is available for this station.
 DQ4606
 DQ4606_MARKER: DD = SURVEY DISK
 DQ4606_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4606_SP_SET: DAM HEADWALL
 DQ4606_STAMPING: 2H87 2004 RESET 2013
 DQ4606_MARK LOGO: WIDT
 DQ4606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4606+STABILITY: SURFACE MOTION
 DQ4606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4606+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2016
 DQ4606
 DQ4606  HISTORY     - Date     Condition        Report By
 DQ4606  HISTORY     - 2013     MONUMENTED       WIDNR
 DQ4606  HISTORY     - 20160921 GOOD             WIDT
 DQ4606
 DQ4606                          STATION DESCRIPTION
 DQ4606
 DQ4606'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4606'THE STATION IS LOCATED IN THE CITY OF BEAVER DAM, APPROXIMATELY 13 MI
 DQ4606'(20.9 KM) SOUTHWEST OF WAUPUN, 13 MI (20.9 KM) NORTHEAST OF COLUMBUS
 DQ4606'AND 7 MI (11.3 KM) NORTHWEST OF JUNEAU.
 DQ4606'
 DQ4606'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS US HIGHWAY 151
 DQ4606'(PARK AVENUE) WITH STATE HIGHWAY 33 (CENTER STREET) IN THE CITY OF
 DQ4606'BEAVER DAM, GO WEST ON BUSINESS US HIGHWAY 151 (PARK AVENUE) FOR 0.1
 DQ4606'MI (0.2 KM) TO A LEFT TURN IN THE HIGHWAY ROUTE (MADISON STREET) AND
 DQ4606'BEAVER STREET ON THE RIGHT.  TURN LEFT AND GO SOUTH ON MADISON STREET
 DQ4606'FOR 0.15 MI (0.24 KM) TO A DRIVEWAY FOR A PARKING LOT AT THE SOUTH END
 DQ4606'OF A RESIDENTIAL CONDOMINIUM COMPLEX ON THE RIGHT -BEAVER DAM LOFTS
 DQ4606'222 MADISON STREET-.  TURN RIGHT AND GO NORTHWEST THROUGH THE PARKING
 DQ4606'LOT FOR APPROXIMATELY 200 FT (61.0 M) TO A CONCRETE DAM ON THE BEAVER
 DQ4606'DAM RIVER AND THE STATION AHEAD, RESET IN THE TOP OF A CONCRETE
 DQ4606'RETAINING WALL ON THE SOUTHEAST PORTION OF THE DAM, ABOUT LEVEL WITH
 DQ4606'THE TOP OF THE CONCRETE DAM AND THE SURROUNDING GRADE.
 DQ4606'
 DQ4606'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4606'GEODETIC SURVEY CONTROL STATION DISK RESET IN THE TOP OF A CONCRETE
 DQ4606'DAM THAT WAS REPLACED IN 2013 BY THE WISCONSIN DEPARTMENT OF NATURAL
 DQ4606'RESOURCES.  THE STATION IS 65 FT (19.8 M) NORTHWEST OF AN 8 INCH (20
 DQ4606'CM) WIDE CONCRETE PARAPET WALL WITH METAL GUARD RAILING THAT OVERLOOKS
 DQ4606'THE ACCESS DRIVEWAY RAMP FOR A SUBTERRANEAN PARKING AREA, 35.3 FT
 DQ4606'(10.8 M) NORTHWEST OF THE NORTHEAST END OF A METAL BEAM GUARD THAT
 DQ4606'SEPARATES THE ASPHALT PARKING AREA FROM AN APPROXIMATELY 50 FT (15.2
 DQ4606'M) WIDE GRASS TERRACE LOCATED ALONG THE LAKEFRONT, 34.3 FT (10.5 M)
 DQ4606'WEST OF A POWER POLE WITH A STREET LAMP ATTACHED NEAR THE TOP OF THE
 DQ4606'POLE, 16.1 FT (4.9 M) NORTH-NORTHWEST OF A POWER POLE WITH THREE
 DQ4606'TRANSFORMERS ATTACHED NEAR THE TOP OF THE POLE AND 15 FT (4.6 M)
 DQ4606'SOUTHEAST OF A CYCLONE SECURITY FENCE ATTACHED TO THE TOP OF THE
 DQ4606'CONCRETE DAM.
 DQ4606'
 DQ4606'NOTE-THE BENCH MARK DISK 2H87 (PID-DH8527) WAS SALVAGED FROM THE
 DQ4606'FORMER DAM PRIOR TO DEMOLITION IN 2013 AND WAS LATER RESET DURING THE
 DQ4606'CONSTRUCTION OF THE NEW DAM.  THE DISK WAS NOT COUNTERSUNK AND A
 DQ4606'LATERAL CRACK HAS FORMED IN THE SURFACE OF THE CONCRETE RETAINING WALL
 DQ4606'AT THE POINT WHERE THE DISK WAS RESET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8526 ***********************************************************************
 DH8526  DESIGNATION -  2H88
 DH8526  PID         -  DH8526
 DH8526  STATE/COUNTY-  WI/DODGE
 DH8526  COUNTRY     -  US
 DH8526  USGS QUAD   -  BEAVER DAM (2018)
 DH8526
 DH8526                         *CURRENT SURVEY CONTROL
 DH8526  ______________________________________________________________________
 DH8526* NAD 83(1986) POSITION- 43 27 32.23   (N) 088 47 23.24   (W)   HD_HELD1
 DH8526* NAVD 88 ORTHO HEIGHT -   270.732 (meters)      888.23  (feet) ADJUSTED
 DH8526  ______________________________________________________________________
 DH8526  GEOID HEIGHT    -        -35.209 (meters)                     GEOID18
 DH8526  DYNAMIC HEIGHT  -        270.668 (meters)      888.02  (feet) COMP
 DH8526  MODELED GRAVITY -    980,375.6   (mgal)                       NAVD 88
 DH8526
 DH8526  VERT ORDER      -  SECOND    CLASS I
 DH8526
 DH8526.The horizontal coordinates were determined by differentially corrected
 DH8526.hand held GPS observations or other comparable positioning techniques
 DH8526.and have an estimated accuracy of +/- 3 meters.
 DH8526
 DH8526.The orthometric height was determined by differential leveling and
 DH8526.adjusted by the WI DEPT OF TRANSP
 DH8526.in May 2012.
 DH8526
 DH8526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8526.GEOID18 height accuracy estimate available here.
 DH8526
 DH8526.Click photographs - Photos may exist for this station.
 DH8526
 DH8526.The dynamic height is computed by dividing the NAVD 88
 DH8526.geopotential number by the normal gravity value computed on the
 DH8526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8526.degrees latitude (g = 980.6199 gals.).
 DH8526
 DH8526.The modeled gravity was interpolated from observed gravity values.
 DH8526
 DH8526;                    North         East    Units  Estimated Accuracy
 DH8526;SPC WI S     -   162,786.5     697,934.1     MT  (+/- 3 meters HH1 GPS) 
 DH8526
 DH8526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5520613338(NAD 83)
 DH8526
 DH8526                          SUPERSEDED SURVEY CONTROL
 DH8526
 DH8526  NAVD 88 (04/20/07)  270.707  (m)          888.14   (f) SUPERSEDED  2 1
 DH8526
 DH8526.Superseded values are not recommended for survey control.
 DH8526
 DH8526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8526.See file dsdata.pdf to determine how the superseded data were derived.
 DH8526
 DH8526_MARKER: DD = SURVEY DISK
 DH8526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8526_STAMPING: 2H88 2004
 DH8526_MARK LOGO: WIDT
 DH8526_PROJECTION: FLUSH
 DH8526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8526+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2016
 DH8526
 DH8526  HISTORY     - Date     Condition        Report By
 DH8526  HISTORY     - 2004     MONUMENTED       WIDT
 DH8526  HISTORY     - 20071114 GOOD             WIDT
 DH8526  HISTORY     - 20160922 GOOD             WIDT
 DH8526
 DH8526                          STATION DESCRIPTION
 DH8526
 DH8526'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8526'OWNERSHIP--TOWN OF BURNETT.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8526'STATE HIGHWAY 26 WITH STATE HIGHWAY 33 ABOUT 2 MI (3.22 KM) NORTH OF
 DH8526'THE CITY OF JUNEAU, GO WEST ON STATE HIGHWAY 33 FOR 2.7 MI (4.35 KM)
 DH8526'TO COUNTY HIGHWAY I ON THE LEFT AND COUNTY HIGHWAY A ON THE RIGHT,
 DH8526'TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY A FOR 1.7 MI (2.74 KM) TO
 DH8526'PROSPECT ROAD ON THE LEFT, TURN LEFT AND GO WEST ON PROSPECT ROAD FOR
 DH8526'1.4 MI (2.25 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8526'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8526'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3
 DH8526'FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 9.0 M (29.5 FT) NORTH OF
 DH8526'THE CENTERLINE OF PROSPECT ROAD, 21.1 M (69.2 FT) NORTH-NORTHWEST OF
 DH8526'POWERPOLE --11-14-2 9-53--, 3 M (9.8 FT) SOUTH OF A CULTIVATED FIELD,
 DH8526'AND 1.0 M (3.3 FT) WEST AND EAST OF TWO WHITE PLASIC WITNESS POSTS.
 DH8526'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8526'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCE POWERPOLE
 DH8526'TO THE NORTH-NORTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DH8526
 DH8526                          STATION RECOVERY (2007)
 DH8526
 DH8526'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8526'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 30.6 M EAST OF THE
 DH8526'CENTERLINE OF A FIELD ENTRANCE AND 21.1 M NORTH-NORTHEAST (NOT
 DH8526'NORTH-NORTHWEST) OF POWER POLE --11-14-2 39/53--.  ---NOTE--- PROSPECT
 DH8526'ROAD IS 1.1 MILE (NOT 1.7 MILE) NORTH OF STATE HIGHWAY 33.
 DH8526
 DH8526                          STATION RECOVERY (2016)
 DH8526
 DH8526'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8526'RECOVERED IN GOOD CONDITION.
 DH8526'
 DH8526'NOTE-THE STATION IS CURRENTLY OBSTRUCTED BY A TREE TO THE EAST
 DH8526'EXTENDING HIGHER THAN 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8632 ***********************************************************************
 DH8632  DESIGNATION -  2H90
 DH8632  PID         -  DH8632
 DH8632  STATE/COUNTY-  WI/COLUMBIA
 DH8632  COUNTRY     -  US
 DH8632  USGS QUAD   -  COLUMBUS (2018)
 DH8632
 DH8632                         *CURRENT SURVEY CONTROL
 DH8632  ______________________________________________________________________
 DH8632* NAD 83(1986) POSITION- 43 20 34.7    (N) 089 01 06.1    (W)   HD_HELD2
 DH8632* NAVD 88 ORTHO HEIGHT -   268.623 (meters)      881.31  (feet) ADJUSTED
 DH8632  ______________________________________________________________________
 DH8632  GEOID HEIGHT    -        -35.103 (meters)                     GEOID18
 DH8632  DYNAMIC HEIGHT  -        268.556 (meters)      881.09  (feet) COMP
 DH8632  MODELED GRAVITY -    980,363.4   (mgal)                       NAVD 88
 DH8632
 DH8632  VERT ORDER      -  SECOND    CLASS I
 DH8632
 DH8632.The horizontal coordinates were established by autonomous hand held GPS
 DH8632.observations and have an estimated accuracy of +/- 10 meters.
 DH8632
 DH8632.The orthometric height was determined by differential leveling and
 DH8632.adjusted by the WI DEPT OF TRANSP
 DH8632.in May 2012.
 DH8632
 DH8632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8632.GEOID18 height accuracy estimate available here.
 DH8632
 DH8632.Click photographs - Photos may exist for this station.
 DH8632
 DH8632.The dynamic height is computed by dividing the NAVD 88
 DH8632.geopotential number by the normal gravity value computed on the
 DH8632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8632.degrees latitude (g = 980.6199 gals.).
 DH8632
 DH8632.The modeled gravity was interpolated from observed gravity values.
 DH8632
 DH8632;                    North         East    Units  Estimated Accuracy
 DH8632;SPC WI S     -   149,660.      679,590.      MT  (+/- 10 meters HH2 GPS)
 DH8632
 DH8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3640200880(NAD 83)
 DH8632
 DH8632                          SUPERSEDED SURVEY CONTROL
 DH8632
 DH8632  NAVD 88 (04/20/07)  268.600  (m)          881.23   (f) SUPERSEDED  2 1
 DH8632
 DH8632.Superseded values are not recommended for survey control.
 DH8632
 DH8632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8632.See file dsdata.pdf to determine how the superseded data were derived.
 DH8632
 DH8632_MARKER: DD = SURVEY DISK
 DH8632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8632_SP_SET: ABUTMENT
 DH8632_STAMPING: 2H90 2004
 DH8632_MARK LOGO: WIDT
 DH8632_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8632+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DH8632
 DH8632  HISTORY     - Date     Condition        Report By
 DH8632  HISTORY     - 2004     MONUMENTED       WIDT
 DH8632  HISTORY     - 20080428 GOOD             WIDT
 DH8632
 DH8632                          STATION DESCRIPTION
 DH8632
 DH8632'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8632'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND STATE
 DH8632'HIGHWAY 60 (JAMES STREET) WITH STATE HIGHWAY 73 (LUDING STREET) IN THE
 DH8632'VILLAGE OF COLUMBUS, GO NORTHWEST ON STATE HIGHWAY 16 AND STATE
 DH8632'HIGHWAY 60 (JAMES STREET) FOR 3.5 MI (5.63 KM) TO LEWIS STREET, TURN
 DH8632'RIGHT AND GO NORTHEAST ON LEWIS STREET FOR 0.05 MI (0.08 KM) TO MILL
 DH8632'STREET ON THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS A
 DH8632'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8632'STATION DISK SET IN THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT
 DH8632'LOCATED WITHIN THE RIGHT OF WAY ABOUT 1 M (3.3 FT) ABOVE THE STREET
 DH8632'PAVEMENT.  THE STATION IS 6.2 M (20.3 FT) SOUTHEAST OF THE CENTERLINE
 DH8632'OF LEWIS STREET AND 69 M (226.4 FT) NORTHEAST OF THE CENTERLINE OF
 DH8632'MILL STREET.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8632'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO
 DH8632'THE NORTHEAST AND WEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DH8632
 DH8632                          STATION RECOVERY (2008)
 DH8632
 DH8632'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8632'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN THE TOP OF
 DH8632'THE NORTH END OF THE SOUTHEAST BRIDGE PARAPET, 1.1 M ABOVE A
 DH8632'PEDESTRIAN CONCRETE SIDEWALK, 93 CM SOUTH OF A WISCONSIN DEPT. OF
 DH8632'TRANSPORTATION VERTICAL CONTROL DISK, 90 CM SOUTH OF A BRIDGE NUMBER
 DH8632'PLATE (B-11-134), AND 46 CM SOUTH OF AN EXPANSION JOINT.
 DH8632'CORRECTION TO THE 2004 DESCRIPTION-- TO REACH THE STATION FROM THE
 DH8632'JUNCTION OF STATE HIGHWAY 16 AND STATE HIGHWAY 60 (JAMES STREET) WITH
 DH8632'STATE HIGHWAY 73 (LUDINGTON STREET, NOT LUDING STREET) IN THE VILLAGE
 DH8632'OF COLUMBUS, GO NORTHWEST ON STATE HIGHWAY 16 AND STATE HIGHWAY 60
 DH8632'(JAMES STREET) FOR 0.35 MILE (NOT 3.5 MI) TO LEWIS STREET.
 DH8632'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE
 DH8632'SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9635 ***********************************************************************
 DF9635  DESIGNATION -  2J01
 DF9635  PID         -  DF9635
 DF9635  STATE/COUNTY-  WI/DANE
 DF9635  COUNTRY     -  US
 DF9635  USGS QUAD   -  DEERFIELD (2018)
 DF9635
 DF9635                         *CURRENT SURVEY CONTROL
 DF9635  ______________________________________________________________________
 DF9635* NAD 83(1986) POSITION- 43 00 32.0    (N) 089 00 46.1    (W)   HD_HELD2
 DF9635* NAVD 88 ORTHO HEIGHT -   254.929 (meters)      836.38  (feet) ADJUSTED
 DF9635  ______________________________________________________________________
 DF9635  GEOID HEIGHT    -        -34.379 (meters)                     GEOID18
 DF9635  DYNAMIC HEIGHT  -        254.861 (meters)      836.16  (feet) COMP
 DF9635  MODELED GRAVITY -    980,345.8   (mgal)                       NAVD 88
 DF9635
 DF9635  VERT ORDER      -  SECOND    CLASS I
 DF9635
 DF9635.The horizontal coordinates were established by autonomous hand held GPS
 DF9635.observations and have an estimated accuracy of +/- 10 meters.
 DF9635
 DF9635.The orthometric height was determined by differential leveling and
 DF9635.adjusted by the WI DEPT OF TRANSP
 DF9635.in May 2012.
 DF9635
 DF9635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9635.GEOID18 height accuracy estimate available here.
 DF9635
 DF9635.Click photographs - Photos may exist for this station.
 DF9635
 DF9635.The dynamic height is computed by dividing the NAVD 88
 DF9635.geopotential number by the normal gravity value computed on the
 DF9635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9635.degrees latitude (g = 980.6199 gals.).
 DF9635
 DF9635.The modeled gravity was interpolated from observed gravity values.
 DF9635
 DF9635;                    North         East    Units  Estimated Accuracy
 DF9635;SPC WI S     -   112,554.      680,480.      MT  (+/- 10 meters HH2 GPS)
 DF9635
 DF9635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3596063767(NAD 83)
 DF9635
 DF9635                          SUPERSEDED SURVEY CONTROL
 DF9635
 DF9635  NAVD 88 (04/20/07)  254.909  (m)          836.31   (f) SUPERSEDED  2 1
 DF9635  NAVD 88 (02/25/04)  254.880  (m)          836.22   (f) SUPERSEDED  2 1
 DF9635
 DF9635.Superseded values are not recommended for survey control.
 DF9635
 DF9635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9635.See file dsdata.pdf to determine how the superseded data were derived.
 DF9635
 DF9635_MARKER: DD = SURVEY DISK
 DF9635_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9635_SP_SET: PARAPET WALL
 DF9635_STAMPING: 2J01 2002
 DF9635_MARK LOGO: WIDT
 DF9635_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9635+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DF9635
 DF9635  HISTORY     - Date     Condition        Report By
 DF9635  HISTORY     - 2001     MONUMENTED       WIDT
 DF9635  HISTORY     - 20070417 GOOD             WIDT
 DF9635
 DF9635                          STATION DESCRIPTION
 DF9635
 DF9635'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9635'THE STATION IS LOCATED IN THE VILLAGE OF CAMBRIDGE.
 DF9635'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9635'STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY 18 WITH
 DF9635'STATE HIGHWAY 134 IN THE VILLAGE OF CAMBRIDGE, GO EAST ON US HIGHWAY
 DF9635'18 FOR 0.7 KM TO BRIDGE --B-28-105-00-- OVER KOSHKONONG CREEK AND THE
 DF9635'STATION ON THE LEFT. THE STATION IS LOCATED ON TOP OF THE WEST END OF
 DF9635'THE NORTH PARAPET WALL. THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9635'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9635'OF A CONCRETE PARAPET WALL ABOUT 0.9 M ABOVE THE HIGHWAY PAVEMENT.
 DF9635'THE STATION IS 8.2 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 18, 63
 DF9635'M WEST OF THE EXTENDED CENTERLINE OF SIMONSON STREET, AND 5.6 M EAST
 DF9635'SOUTHEAST OF A WOOD POST FOR A --DANE COUNTY-- SIGN.
 DF9635
 DF9635                          STATION RECOVERY (2007)
 DF9635
 DF9635'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9635'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M EAST OF A
 DF9635'WHITE PLASTIC WITNESS POST.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9635'STATION ARE TREES IN THE NORTH AND SOUTH QUADRANTS EXTENDING TO 40
 DF9635'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9634 ***********************************************************************
 DF9634  DESIGNATION -  2J02
 DF9634  PID         -  DF9634
 DF9634  STATE/COUNTY-  WI/JEFFERSON
 DF9634  COUNTRY     -  US
 DF9634  USGS QUAD   -  LAKE MILLS (2018)
 DF9634
 DF9634                         *CURRENT SURVEY CONTROL
 DF9634  ______________________________________________________________________
 DF9634* NAD 83(1986) POSITION- 43 00 42.66   (N) 088 58 55.49   (W)   HD_HELD1
 DF9634* NAVD 88 ORTHO HEIGHT -   269.983 (meters)      885.77  (feet) ADJUSTED
 DF9634  ______________________________________________________________________
 DF9634  GEOID HEIGHT    -        -34.385 (meters)                     GEOID18
 DF9634  DYNAMIC HEIGHT  -        269.910 (meters)      885.53  (feet) COMP
 DF9634  MODELED GRAVITY -    980,346.6   (mgal)                       NAVD 88
 DF9634
 DF9634  VERT ORDER      -  SECOND    CLASS I
 DF9634
 DF9634.The horizontal coordinates were determined by differentially corrected
 DF9634.hand held GPS observations or other comparable positioning techniques
 DF9634.and have an estimated accuracy of +/- 3 meters.
 DF9634
 DF9634.The orthometric height was determined by differential leveling and
 DF9634.adjusted by the WI DEPT OF TRANSP
 DF9634.in May 2012.
 DF9634
 DF9634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9634.GEOID18 height accuracy estimate available here.
 DF9634
 DF9634.Click photographs - Photos may exist for this station.
 DF9634
 DF9634.The dynamic height is computed by dividing the NAVD 88
 DF9634.geopotential number by the normal gravity value computed on the
 DF9634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9634.degrees latitude (g = 980.6199 gals.).
 DF9634
 DF9634.The modeled gravity was interpolated from observed gravity values.
 DF9634
 DF9634;                    North         East    Units  Estimated Accuracy
 DF9634;SPC WI S     -   112,913.4     682,980.4     MT  (+/- 3 meters HH1 GPS) 
 DF9634
 DF9634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3847264036(NAD 83)
 DF9634
 DF9634                          SUPERSEDED SURVEY CONTROL
 DF9634
 DF9634  NAVD 88 (04/20/07)  269.962  (m)          885.70   (f) SUPERSEDED  2 1
 DF9634  NAVD 88 (02/25/04)  269.933  (m)          885.61   (f) SUPERSEDED  2 1
 DF9634
 DF9634.Superseded values are not recommended for survey control.
 DF9634
 DF9634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9634.See file dsdata.pdf to determine how the superseded data were derived.
 DF9634
 DF9634_MARKER: DD = SURVEY DISK
 DF9634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9634_STAMPING: 2J02 2002
 DF9634_MARK LOGO: WIDT
 DF9634_PROJECTION: FLUSH
 DF9634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9634+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DF9634
 DF9634  HISTORY     - Date     Condition        Report By
 DF9634  HISTORY     - 2001     MONUMENTED       WIDT
 DF9634  HISTORY     - 20061003 GOOD             WIDT
 DF9634
 DF9634                          STATION DESCRIPTION
 DF9634
 DF9634'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9634'THE STATION IS LOCATED ABOUT 15 KM EAST OF CAMBRIDGE, 11 KM SOUTHEAST
 DF9634'OF LAKE MILLS AND 2 KM WEST OF JEFFERSON. OWNERSHIP--WISCONSIN
 DF9634'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9634'OF U.S. HIGHWAY 12 WITH U.S. HIGHWAY 18 IN THE VILLAGE OF CAMBRIDGE,
 DF9634'GO EAST ON U.S. HIGHWAY 18 FOR 2.9 KM TO APPLEGATE ROAD ON THE RIGHT,
 DF9634'CONTINUE EAST ON U.S. HIGHWAY 18 FOR 0.5 KM TO THE STATION ON THE
 DF9634'RIGHT. THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9634'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9634'DIAMETER CONCRETE POST ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT. THE
 DF9634'STATION IS 12.6 M SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 18, 44 M
 DF9634'EAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE--W9086--, 35.3 M
 DF9634'SOUTH SOUTHWEST OF POWER POLE--6-13-5.4 5/27--, AND 2 M NORTH OF A
 DF9634'CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST, WEST AND SOUTH OF
 DF9634'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9634'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9634'HORIZON.
 DF9634
 DF9634                          STATION RECOVERY (2006)
 DF9634
 DF9634'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9634'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.08 MILE WEST OF
 DF9634'WOLFF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9633 ***********************************************************************
 DF9633  DESIGNATION -  2J03
 DF9633  PID         -  DF9633
 DF9633  STATE/COUNTY-  WI/JEFFERSON
 DF9633  COUNTRY     -  US
 DF9633  USGS QUAD   -  LAKE MILLS (2018)
 DF9633
 DF9633                         *CURRENT SURVEY CONTROL
 DF9633  ______________________________________________________________________
 DF9633* NAD 83(1986) POSITION- 43 00 31.7    (N) 088 57 03.1    (W)   HD_HELD2
 DF9633* NAVD 88 ORTHO HEIGHT -   261.218 (meters)      857.01  (feet) ADJUSTED
 DF9633  ______________________________________________________________________
 DF9633  GEOID HEIGHT    -        -34.380 (meters)                     GEOID18
 DF9633  DYNAMIC HEIGHT  -        261.148 (meters)      856.78  (feet) COMP
 DF9633  MODELED GRAVITY -    980,347.2   (mgal)                       NAVD 88
 DF9633
 DF9633  VERT ORDER      -  SECOND    CLASS I
 DF9633
 DF9633.The horizontal coordinates were established by autonomous hand held GPS
 DF9633.observations and have an estimated accuracy of +/- 10 meters.
 DF9633
 DF9633.The orthometric height was determined by differential leveling and
 DF9633.adjusted by the WI DEPT OF TRANSP
 DF9633.in May 2012.
 DF9633
 DF9633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9633.GEOID18 height accuracy estimate available here.
 DF9633
 DF9633.Click photographs - Photos may exist for this station.
 DF9633
 DF9633.The dynamic height is computed by dividing the NAVD 88
 DF9633.geopotential number by the normal gravity value computed on the
 DF9633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9633.degrees latitude (g = 980.6199 gals.).
 DF9633
 DF9633.The modeled gravity was interpolated from observed gravity values.
 DF9633
 DF9633;                    North         East    Units  Estimated Accuracy
 DF9633;SPC WI S     -   112,607.      685,530.      MT  (+/- 10 meters HH2 GPS)
 DF9633
 DF9633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4100963639(NAD 83)
 DF9633
 DF9633                          SUPERSEDED SURVEY CONTROL
 DF9633
 DF9633  NAVD 88 (04/20/07)  261.197  (m)          856.94   (f) SUPERSEDED  2 1
 DF9633  NAVD 88 (02/25/04)  261.169  (m)          856.85   (f) SUPERSEDED  2 1
 DF9633
 DF9633.Superseded values are not recommended for survey control.
 DF9633
 DF9633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9633.See file dsdata.pdf to determine how the superseded data were derived.
 DF9633
 DF9633_MARKER: DD = SURVEY DISK
 DF9633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9633_STAMPING: 2J03 2002
 DF9633_MARK LOGO: WIDT
 DF9633_PROJECTION: FLUSH
 DF9633_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9633+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DF9633
 DF9633  HISTORY     - Date     Condition        Report By
 DF9633  HISTORY     - 2001     MONUMENTED       WIDT
 DF9633  HISTORY     - 20061003 GOOD             WIDT
 DF9633
 DF9633                          STATION DESCRIPTION
 DF9633
 DF9633'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9633'THESTATION IS LOCATED ABOUT 12 KM WEST OF JEFFERSON, 9 KM SOUTHWEST
 DF9633'OF LAKE MILLS AND 5 KM EAST OF CAMBRIDGE. OWNERSHIP--WISCONSIN
 DF9633'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9633'OF U.S. HIGHWAY 12 WITH U.S. HIGHWAY 18 IN THE VILLAGE OF CAMBRIDGE,
 DF9633'GO EAST ON U.S. HIGHWAY 18 FOR 4.8 KM TO COUNTY HIGHWAY A, CONTINUE
 DF9633'EAST ON U.S. HIGHWAY 18 FOR 1.1 KM TO THE STATION ON THE RIGHT. THE
 DF9633'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9633'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9633'CONCRETE POST ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS
 DF9633'11.2 M SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 18, 107 M EAST OF A
 DF9633'TELEPHONE PEDESTAL --1042--, 46 M WEST OF THE EXTENDED CENTERLINE OF
 DF9633'PRIVATE ENTRANCE--W8442--, AND 1 M NORTH OF A CULTIVATED FIELD.
 DF9633'---NOTE---THE STATION IS EAST, WEST AND SOUTH OF THREE WHITE PLASTIC
 DF9633'WITNESS POST.  ---NOTE2---THIS STSTION HAS NO VISIBLE OBSTRUCTIONS
 DF9633'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF9633
 DF9633                          STATION RECOVERY (2006)
 DF9633
 DF9633'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9633'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M SOUTH, 1.0 M
 DF9633'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9632 ***********************************************************************
 DF9632  DESIGNATION -  2J04
 DF9632  PID         -  DF9632
 DF9632  STATE/COUNTY-  WI/JEFFERSON
 DF9632  COUNTRY     -  US
 DF9632  USGS QUAD   -  LAKE MILLS (2018)
 DF9632
 DF9632                         *CURRENT SURVEY CONTROL
 DF9632  ______________________________________________________________________
 DF9632* NAD 83(1986) POSITION- 43 00 27.0    (N) 088 55 17.6    (W)   HD_HELD2
 DF9632* NAVD 88 ORTHO HEIGHT -   265.424 (meters)      870.81  (feet) ADJUSTED
 DF9632  ______________________________________________________________________
 DF9632  GEOID HEIGHT    -        -34.377 (meters)                     GEOID18
 DF9632  DYNAMIC HEIGHT  -        265.353 (meters)      870.58  (feet) COMP
 DF9632  MODELED GRAVITY -    980,347.8   (mgal)                       NAVD 88
 DF9632
 DF9632  VERT ORDER      -  SECOND    CLASS I
 DF9632
 DF9632.The horizontal coordinates were established by autonomous hand held GPS
 DF9632.observations and have an estimated accuracy of +/- 10 meters.
 DF9632
 DF9632.The orthometric height was determined by differential leveling and
 DF9632.adjusted by the WI DEPT OF TRANSP
 DF9632.in May 2012.
 DF9632
 DF9632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9632.GEOID18 height accuracy estimate available here.
 DF9632
 DF9632.Click photographs - Photos may exist for this station.
 DF9632
 DF9632.The dynamic height is computed by dividing the NAVD 88
 DF9632.geopotential number by the normal gravity value computed on the
 DF9632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9632.degrees latitude (g = 980.6199 gals.).
 DF9632
 DF9632.The modeled gravity was interpolated from observed gravity values.
 DF9632
 DF9632;                    North         East    Units  Estimated Accuracy
 DF9632;SPC WI S     -   112,492.      687,920.      MT  (+/- 10 meters HH2 GPS)
 DF9632
 DF9632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4339463439(NAD 83)
 DF9632
 DF9632                          SUPERSEDED SURVEY CONTROL
 DF9632
 DF9632  NAVD 88 (04/20/07)  265.403  (m)          870.74   (f) SUPERSEDED  2 1
 DF9632  NAVD 88 (02/25/04)  265.375  (m)          870.65   (f) SUPERSEDED  2 1
 DF9632
 DF9632.Superseded values are not recommended for survey control.
 DF9632
 DF9632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9632.See file dsdata.pdf to determine how the superseded data were derived.
 DF9632
 DF9632_MARKER: DD = SURVEY DISK
 DF9632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9632_STAMPING: 2J04 2002
 DF9632_MARK LOGO: WIDT
 DF9632_PROJECTION: FLUSH
 DF9632_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9632+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DF9632
 DF9632  HISTORY     - Date     Condition        Report By
 DF9632  HISTORY     - 2001     MONUMENTED       WIDT
 DF9632  HISTORY     - 20061003 GOOD             WIDT
 DF9632
 DF9632                          STATION DESCRIPTION
 DF9632
 DF9632'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9632'THE STATION IS LOCATED ABOUT 9 KM WEST OF JEFFERSON, 8 KM SOUTH OF
 DF9632'LAKE MILLS AND 8 KM EAST OF CAMBRIDGE. OWNERSHIP--WISCONSIN
 DF9632'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9632'OF US HIGHWAY 12 WITH US HIGHWAY 18 IN THE VILLAGE OF CAMBRIDGE, GO
 DF9632'EAST ON US HIGHWAY 18 FOR 8.2 KM TO KREKLOW ROAD ON THE RIGHT AND
 DF9632'BIGELOW ROAD ON THE LEFT, CONTINUE EAST ON US HIGHWAY 18 FOR 0.2 KM
 DF9632'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9632'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9632'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DF9632'HIGHWAY PAVEMENT. THE STATION IS 15.9 M SOUTH OF THE CENTERLINE OF US
 DF9632'HIGHWAY 18, 101 M EAST-SOUTEAST OF A WOOD POST FOR A --NO PASSING
 DF9632'ZONE-- SIGN, 82.4 M WEST OF A 64-CM DIAMETER CORRUGATED METAL CULVERT
 DF9632'PIPE, AND 2 M SOUTH OF A CULTIVATED FIELD. ---NOTE---THE STATION IS
 DF9632'WEST, SOUTH AND EAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9632'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9632'THAN 10 DEGREES ABOVE THE HORIZON.
 DF9632
 DF9632                          STATION RECOVERY (2006)
 DF9632
 DF9632'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9631 ***********************************************************************
 DF9631  DESIGNATION -  2J05
 DF9631  PID         -  DF9631
 DF9631  STATE/COUNTY-  WI/JEFFERSON
 DF9631  COUNTRY     -  US
 DF9631  USGS QUAD   -  JEFFERSON (2018)
 DF9631
 DF9631                         *CURRENT SURVEY CONTROL
 DF9631  ______________________________________________________________________
 DF9631* NAD 83(1986) POSITION- 43 00 26.11   (N) 088 52 22.76   (W)   HD_HELD1
 DF9631* NAVD 88 ORTHO HEIGHT -   251.886 (meters)      826.40  (feet) ADJUSTED
 DF9631  ______________________________________________________________________
 DF9631  GEOID HEIGHT    -        -34.381 (meters)                     GEOID18
 DF9631  DYNAMIC HEIGHT  -        251.820 (meters)      826.18  (feet) COMP
 DF9631  MODELED GRAVITY -    980,349.1   (mgal)                       NAVD 88
 DF9631
 DF9631  VERT ORDER      -  SECOND    CLASS I
 DF9631
 DF9631.The horizontal coordinates were determined by differentially corrected
 DF9631.hand held GPS observations or other comparable positioning techniques
 DF9631.and have an estimated accuracy of +/- 3 meters.
 DF9631
 DF9631.The orthometric height was determined by differential leveling and
 DF9631.adjusted by the WI DEPT OF TRANSP
 DF9631.in May 2012.
 DF9631
 DF9631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9631.GEOID18 height accuracy estimate available here.
 DF9631
 DF9631.Click photographs - Photos may exist for this station.
 DF9631
 DF9631.The dynamic height is computed by dividing the NAVD 88
 DF9631.geopotential number by the normal gravity value computed on the
 DF9631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9631.degrees latitude (g = 980.6199 gals.).
 DF9631
 DF9631.The modeled gravity was interpolated from observed gravity values.
 DF9631
 DF9631;                    North         East    Units  Estimated Accuracy
 DF9631;SPC WI S     -   112,517.1     691,879.9     MT  (+/- 3 meters HH1 GPS) 
 DF9631
 DF9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4735163322(NAD 83)
 DF9631
 DF9631                          SUPERSEDED SURVEY CONTROL
 DF9631
 DF9631  NAVD 88 (04/20/07)  251.865  (m)          826.33   (f) SUPERSEDED  2 1
 DF9631  NAVD 88 (02/25/04)  251.838  (m)          826.24   (f) SUPERSEDED  2 1
 DF9631
 DF9631.Superseded values are not recommended for survey control.
 DF9631
 DF9631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9631.See file dsdata.pdf to determine how the superseded data were derived.
 DF9631
 DF9631_MARKER: DD = SURVEY DISK
 DF9631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9631_STAMPING: 2J05 2002
 DF9631_MARK LOGO: WIDT
 DF9631_PROJECTION: FLUSH
 DF9631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9631+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DF9631
 DF9631  HISTORY     - Date     Condition        Report By
 DF9631  HISTORY     - 2001     MONUMENTED       WIDT
 DF9631  HISTORY     - 20061003 GOOD             WIDT
 DF9631
 DF9631                          STATION DESCRIPTION
 DF9631
 DF9631'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9631'THE STATION IS LOCATED ABOUT 12 KM EAST OF CAMBRIDGE, 9KM SOUTHEAST
 DF9631'OF LAKE MILLS, AND 5 KM WEST OF JEFFERSON. OWNERSHIP--WISCONSIN
 DF9631'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9631'OF US HIGHWAY 12 WITH US HIGHWAY 18 IN THE VILLAGE OF CAMBRIDGE, GO
 DF9631'EAST ON US HIGHWAY 18 FOR 10.6 KM TO COUNTY HIGHWAY G, CONTINUE EAST
 DF9631'ON US HIGHWAY 18 FOR 1.8 KM TO THE STATION ON THE RIGHT. THE STATION
 DF9631'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9631'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9631'SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT. THE
 DF9631'STATION IS 9.3 M SOUTH OF THE CENTERLINE OF US HIGHWAY 18, 96.7 M
 DF9631'WEST OF A TELEPHONE PEDESTAL, AND 14 M NORTH OF A CULTIVATED FIELD.
 DF9631'---NOTE---THE STATION IS WEST, EAST AND NORTH OF THREE WHITE PLASTIC
 DF9631'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9631'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9631
 DF9631                          STATION RECOVERY (2006)
 DF9631
 DF9631'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9631'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- TO
 DF9631'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE
 DF9631'HIGHWAY 26 IN THE CITY OF JEFFERSON, GO WEST ON US HIGHWAY 18 FOR 2.0
 DF9631'MILES TO STATE HIGHWAY 89 SOUTH ON THE LEFT, CONTINUE WEST ON US
 DF9631'HIGHWAY 18 FOR 0.4 MILE TO STATE HIGHWAY 89 NORTH ON THE RIGHT,
 DF9631'CONTINUE WEST ON US HIGHWAY 18 FOR 0.9 MILE TO THE STATION ON THE
 DF9631'LEFT.
 DF9631'ADD-- THE STATION IS 0.16 MILE EAST OF PRIVATE ENTRANCE --W6897--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9630 ***********************************************************************
 DF9630  DESIGNATION -  2J06
 DF9630  PID         -  DF9630
 DF9630  STATE/COUNTY-  WI/JEFFERSON
 DF9630  COUNTRY     -  US
 DF9630  USGS QUAD   -  JEFFERSON (2018)
 DF9630
 DF9630                         *CURRENT SURVEY CONTROL
 DF9630  ______________________________________________________________________
 DF9630* NAD 83(1986) POSITION- 43 00 24.6    (N) 088 51 05.0    (W)   HD_HELD2
 DF9630* NAVD 88 ORTHO HEIGHT -   259.077 (meters)      849.99  (feet) ADJUSTED
 DF9630  ______________________________________________________________________
 DF9630  GEOID HEIGHT    -        -34.384 (meters)                     GEOID18
 DF9630  DYNAMIC HEIGHT  -        259.009 (meters)      849.77  (feet) COMP
 DF9630  MODELED GRAVITY -    980,349.6   (mgal)                       NAVD 88
 DF9630
 DF9630  VERT ORDER      -  SECOND    CLASS I
 DF9630
 DF9630.The horizontal coordinates were established by autonomous hand held GPS
 DF9630.observations and have an estimated accuracy of +/- 10 meters.
 DF9630
 DF9630.The orthometric height was determined by differential leveling and
 DF9630.adjusted by the WI DEPT OF TRANSP
 DF9630.in May 2012.
 DF9630
 DF9630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9630.GEOID18 height accuracy estimate available here.
 DF9630
 DF9630.Click photographs - Photos may exist for this station.
 DF9630
 DF9630.The dynamic height is computed by dividing the NAVD 88
 DF9630.geopotential number by the normal gravity value computed on the
 DF9630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9630.degrees latitude (g = 980.6199 gals.).
 DF9630
 DF9630.The modeled gravity was interpolated from observed gravity values.
 DF9630
 DF9630;                    North         East    Units  Estimated Accuracy
 DF9630;SPC WI S     -   112,495.      693,641.      MT  (+/- 10 meters HH2 GPS)
 DF9630
 DF9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4911163236(NAD 83)
 DF9630
 DF9630                          SUPERSEDED SURVEY CONTROL
 DF9630
 DF9630  NAVD 88 (04/20/07)  259.056  (m)          849.92   (f) SUPERSEDED  2 1
 DF9630  NAVD 88 (02/25/04)  259.028  (m)          849.83   (f) SUPERSEDED  2 1
 DF9630
 DF9630.Superseded values are not recommended for survey control.
 DF9630
 DF9630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9630.See file dsdata.pdf to determine how the superseded data were derived.
 DF9630
 DF9630_MARKER: DD = SURVEY DISK
 DF9630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9630_STAMPING: 2J06 2002
 DF9630_MARK LOGO: WIDT
 DF9630_PROJECTION: FLUSH
 DF9630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9630+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DF9630
 DF9630  HISTORY     - Date     Condition        Report By
 DF9630  HISTORY     - 2001     MONUMENTED       WIDT
 DF9630  HISTORY     - 20061003 GOOD             WIDT
 DF9630
 DF9630                          STATION DESCRIPTION
 DF9630
 DF9630'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9630'THE STATION IS LOCATED ABOUT 14 KM EAST OF CAMBRIDGE, 10 KM SOUTHEAST
 DF9630'OF LAKE MILLS AND 3 KM WEST OF JEFFERSON. OWNERSHIP--WISCONSIN
 DF9630'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9630'OF US HIGHWAY 12 WITH US HIGHWAY 18 IN THE VILLAGE OF CAMBRIDGE, GO
 DF9630'EAST ON US HIGHWAY 18 FOR 13.8 KM TO STATE HIGHWAY 89 ON THE LEFT,
 DF9630'CONTINUE EAST ON US HIGHWAY 18 FOR 0.3 KM TO THE STATION ON THE
 DF9630'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9630'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9630'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9630'THE HIGHWAY PAVEMENT. THE STATION IS 12.6 M SOUTH OF THE CENTERLINE
 DF9630'OF US HIGHWAY 18, 36.8 M WEST OF A WOOD POST FOR A --EAST 18 AHEAD,
 DF9630'SOUTH 89 RIGHT-- SIGN, 29.7 M EAST-NORTHEAST OF TELEPHONE
 DF9630'PEDESTAL--100 56--, 5.8 M NORTH OF A METAL --R/W-- POST, AND 2 M
 DF9630'NORTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH, EAST
 DF9630'AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9630'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9630'ABOVE THE HORIZON.
 DF9630
 DF9630                          STATION RECOVERY (2006)
 DF9630
 DF9630'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9630'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- TO
 DF9630'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE
 DF9630'HIGHWAY 26 IN THE CITY OF JEFFERSON, GO WEST ON US HIGHWAY 18 FOR 2.0
 DF9630'MILES TO STATE HIGHWAY 89 SOUTH ON THE LEFT, CONTINUE WEST ON US
 DF9630'HIGHWAY 18 FOR 0.21 MILE TO THE STATION ON THE LEFT.  ADD-- THE
 DF9630'STATION IS 0.2 MILE EAST OF STATE HIGHWAY 89 NORTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9629 ***********************************************************************
 DF9629  DESIGNATION -  2J07
 DF9629  PID         -  DF9629
 DF9629  STATE/COUNTY-  WI/JEFFERSON
 DF9629  COUNTRY     -  US
 DF9629  USGS QUAD   -  JEFFERSON (2018)
 DF9629
 DF9629                         *CURRENT SURVEY CONTROL
 DF9629  ______________________________________________________________________
 DF9629* NAD 83(1986) POSITION- 43 00 29.87   (N) 088 49 37.21   (W)   HD_HELD1
 DF9629* NAVD 88 ORTHO HEIGHT -   243.368 (meters)      798.45  (feet) ADJUSTED
 DF9629  ______________________________________________________________________
 DF9629  GEOID HEIGHT    -        -34.392 (meters)                     GEOID18
 DF9629  DYNAMIC HEIGHT  -        243.304 (meters)      798.24  (feet) COMP
 DF9629  MODELED GRAVITY -    980,350.2   (mgal)                       NAVD 88
 DF9629
 DF9629  VERT ORDER      -  SECOND    CLASS I
 DF9629
 DF9629.The horizontal coordinates were determined by differentially corrected
 DF9629.hand held GPS observations or other comparable positioning techniques
 DF9629.and have an estimated accuracy of +/- 3 meters.
 DF9629
 DF9629.The orthometric height was determined by differential leveling and
 DF9629.adjusted by the WI DEPT OF TRANSP
 DF9629.in May 2012.
 DF9629
 DF9629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9629.GEOID18 height accuracy estimate available here.
 DF9629
 DF9629.Click photographs - Photos may exist for this station.
 DF9629
 DF9629.The dynamic height is computed by dividing the NAVD 88
 DF9629.geopotential number by the normal gravity value computed on the
 DF9629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9629.degrees latitude (g = 980.6199 gals.).
 DF9629
 DF9629.The modeled gravity was interpolated from observed gravity values.
 DF9629
 DF9629;                    North         East    Units  Estimated Accuracy
 DF9629;SPC WI S     -   112,684.8     695,627.1     MT  (+/- 3 meters HH1 GPS) 
 DF9629
 DF9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5110263355(NAD 83)
 DF9629
 DF9629                          SUPERSEDED SURVEY CONTROL
 DF9629
 DF9629  NAVD 88 (04/20/07)  243.346  (m)          798.38   (f) SUPERSEDED  2 1
 DF9629  NAVD 88 (02/25/04)  243.319  (m)          798.29   (f) SUPERSEDED  2 1
 DF9629
 DF9629.Superseded values are not recommended for survey control.
 DF9629
 DF9629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9629.See file dsdata.pdf to determine how the superseded data were derived.
 DF9629
 DF9629_MARKER: DD = SURVEY DISK
 DF9629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9629_STAMPING: 2J07 2002
 DF9629_MARK LOGO: WIDT
 DF9629_PROJECTION: FLUSH
 DF9629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9629+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2015
 DF9629
 DF9629  HISTORY     - Date     Condition        Report By
 DF9629  HISTORY     - 2001     MONUMENTED       WIDT
 DF9629  HISTORY     - 20061003 GOOD             WIDT
 DF9629  HISTORY     - 20101101 GOOD             JCLS
 DF9629  HISTORY     - 20150518 GOOD             GLENSC
 DF9629
 DF9629                          STATION DESCRIPTION
 DF9629
 DF9629'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9629'THE STATION IS LOCATED ABOUT 15 KM EAST OF CAMBRIDGE, 11 KM SOUTHEAST
 DF9629'OF LAKE MILLS AND 2 KM WEST OF JEFFERSON.  OWNERSHIP--TOWN OF
 DF9629'JEFFERSON. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12
 DF9629'WITH US HIGHWAY 18 IN THE VILLAGE OF CAMBRIDGE, GO EAST ON US HIGHWAY
 DF9629'18 FOR 16.0 KM TO PITZNER PARKWAY ON THE LEFT, TURN LEFT AND GO NORTH
 DF9629'ON PITZNER PARKWAY FOR 0.3 KM TO THE STATION ON THE RIGHT. THE
 DF9629'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9629'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9629'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD
 DF9629'PAVEMENT. THE STATION IS 9.2 M EAST OF THE CENTERLINE OF PITZNER
 DF9629'PARKWAY, 42.0 M SOUTH OF A 60-CM DIAMETER METAL DOME STORM SEWER
 DF9629'DRAIN COVER, 35.7 M NORTHEAST OF POWER POLE--JEFFERSON ELECTRIC N/W
 DF9629'8CIO4G--, AND 1 M WEST OF A CULTIVATED FIELD. ---NOTE---THE STATION
 DF9629'IS EAST, NORTH AND SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9629'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9629'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT POWER POLES TO THE WEST
 DF9629'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DF9629
 DF9629                          STATION RECOVERY (2006)
 DF9629
 DF9629'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9629'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- TO
 DF9629'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE
 DF9629'HIGHWAY 26 IN THE CITY OF JEFFERSON, GO WEST ON US HIGHWAY 18 FOR 1.0
 DF9629'MILE TO PITZNER PARKWAY RIGHT, TURN RIGHT AND GO NORTH ON PITZNER
 DF9629'PARKWAY FOR 0.13 MILE TO THE STATION ON THE RIGHT.
 DF9629
 DF9629                          STATION RECOVERY (2010)
 DF9629
 DF9629'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DF9629'RECOVERED IN GOOD CONDITION.
 DF9629
 DF9629                          STATION RECOVERY (2015)
 DF9629
 DF9629'RECOVERY NOTE BY GLEN SCHAEFER 2015 (GRS)
 DF9629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9628 ***********************************************************************
 DF9628  DESIGNATION -  2J08
 DF9628  PID         -  DF9628
 DF9628  STATE/COUNTY-  WI/JEFFERSON
 DF9628  COUNTRY     -  US
 DF9628  USGS QUAD   -  JEFFERSON (2018)
 DF9628
 DF9628                         *CURRENT SURVEY CONTROL
 DF9628  ______________________________________________________________________
 DF9628* NAD 83(1986) POSITION- 43 00 24.26   (N) 088 46 58.53   (W)   HD_HELD1
 DF9628* NAVD 88 ORTHO HEIGHT -   262.489 (meters)      861.18  (feet) ADJUSTED
 DF9628  ______________________________________________________________________
 DF9628  GEOID HEIGHT    -        -34.393 (meters)                     GEOID18
 DF9628  DYNAMIC HEIGHT  -        262.420 (meters)      860.96  (feet) COMP
 DF9628  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 DF9628
 DF9628  VERT ORDER      -  SECOND    CLASS I
 DF9628
 DF9628.The horizontal coordinates were determined by differentially corrected
 DF9628.hand held GPS observations or other comparable positioning techniques
 DF9628.and have an estimated accuracy of +/- 3 meters.
 DF9628
 DF9628.The orthometric height was determined by differential leveling and
 DF9628.adjusted by the WI DEPT OF TRANSP
 DF9628.in May 2012.
 DF9628
 DF9628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9628.GEOID18 height accuracy estimate available here.
 DF9628
 DF9628.Click photographs - Photos may exist for this station.
 DF9628
 DF9628.The dynamic height is computed by dividing the NAVD 88
 DF9628.geopotential number by the normal gravity value computed on the
 DF9628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9628.degrees latitude (g = 980.6199 gals.).
 DF9628
 DF9628.The modeled gravity was interpolated from observed gravity values.
 DF9628
 DF9628;                    North         East    Units  Estimated Accuracy
 DF9628;SPC WI S     -   112,563.2     699,222.7     MT  (+/- 3 meters HH1 GPS) 
 DF9628
 DF9628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5469063105(NAD 83)
 DF9628
 DF9628                          SUPERSEDED SURVEY CONTROL
 DF9628
 DF9628  NAVD 88 (04/20/07)  262.466  (m)          861.11   (f) SUPERSEDED  2 1
 DF9628  NAVD 88 (02/25/04)  262.440  (m)          861.02   (f) SUPERSEDED  2 1
 DF9628
 DF9628.Superseded values are not recommended for survey control.
 DF9628
 DF9628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9628.See file dsdata.pdf to determine how the superseded data were derived.
 DF9628
 DF9628_MARKER: DD = SURVEY DISK
 DF9628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9628_STAMPING: 2J08 2002
 DF9628_MARK LOGO: WIDT
 DF9628_PROJECTION: FLUSH
 DF9628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9628+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 DF9628
 DF9628  HISTORY     - Date     Condition        Report By
 DF9628  HISTORY     - 2001     MONUMENTED       WIDT
 DF9628  HISTORY     - 20060925 GOOD             WIDT
 DF9628
 DF9628                          STATION DESCRIPTION
 DF9628
 DF9628'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9628'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF LAKE MILLS, 8 KM
 DF9628'SOUTH OF JOHNSON CREEK, AND 2 KM EAST OF JEFFERSON.
 DF9628'OWNERSHIP--JEFFERSON COUNTY. TO REACH THE STATION FROM THE JUNCTION
 DF9628'OF US HIGHWAY 18 WITH STATE HIGHWAY 26 AT THE INTERSECTION OF RACINE
 DF9628'STREET AND MAIN STREET IN THE CITY OF JEFFERSON, GO EAST ON US
 DF9628'HIGHWAY 18 (RACINE STREET) FOR 2.0 KM TO COUNTY HIGHWAY Y, TURN LEFT
 DF9628'AND GO NORTH ON COUNTY HIGHWAY Y FOR 0.2 KM TO THE STATION ON THE
 DF9628'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9628'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9628'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9628'THE HIGHWAY PAVEMENT. THE STATION IS 10.5 M WEST OF THE CENTERLINE OF
 DF9628'COUNTY HIGHWAY Y, 90 M SOUTH OF A WOOD POST FOR A --STOP AHEAD--
 DF9628'SIGN, 14.8 M NORTH OF A 53-CM DIAMETER CORRUGATED METAL CULVERT PIPE,
 DF9628'AND 1 M EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH,
 DF9628'NORTH AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9628'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9628'ABOVE THE HORIZON.
 DF9628
 DF9628                          STATION RECOVERY (2006)
 DF9628
 DF9628'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9626 ***********************************************************************
 DF9626  DESIGNATION -  2J09
 DF9626  PID         -  DF9626
 DF9626  STATE/COUNTY-  WI/JEFFERSON
 DF9626  COUNTRY     -  US
 DF9626  USGS QUAD   -  JEFFERSON (2018)
 DF9626
 DF9626                         *CURRENT SURVEY CONTROL
 DF9626  ______________________________________________________________________
 DF9626* NAD 83(1986) POSITION- 43 00 45.5    (N) 088 45 36.8    (W)   HD_HELD2
 DF9626* NAVD 88 ORTHO HEIGHT -   249.223 (meters)      817.66  (feet) ADJUSTED
 DF9626  ______________________________________________________________________
 DF9626  GEOID HEIGHT    -        -34.406 (meters)                     GEOID18
 DF9626  DYNAMIC HEIGHT  -        249.157 (meters)      817.44  (feet) COMP
 DF9626  MODELED GRAVITY -    980,351.8   (mgal)                       NAVD 88
 DF9626
 DF9626  VERT ORDER      -  SECOND    CLASS I
 DF9626
 DF9626.The horizontal coordinates were established by autonomous hand held GPS
 DF9626.observations and have an estimated accuracy of +/- 10 meters.
 DF9626
 DF9626.The orthometric height was determined by differential leveling and
 DF9626.adjusted by the WI DEPT OF TRANSP
 DF9626.in May 2012.
 DF9626
 DF9626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9626.GEOID18 height accuracy estimate available here.
 DF9626
 DF9626.Click photographs - Photos may exist for this station.
 DF9626
 DF9626.The dynamic height is computed by dividing the NAVD 88
 DF9626.geopotential number by the normal gravity value computed on the
 DF9626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9626.degrees latitude (g = 980.6199 gals.).
 DF9626
 DF9626.The modeled gravity was interpolated from observed gravity values.
 DF9626
 DF9626;                    North         East    Units  Estimated Accuracy
 DF9626;SPC WI S     -   113,246.      701,064.      MT  (+/- 10 meters HH2 GPS)
 DF9626
 DF9626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5655463721(NAD 83)
 DF9626
 DF9626                          SUPERSEDED SURVEY CONTROL
 DF9626
 DF9626  NAVD 88 (04/20/07)  249.200  (m)          817.58   (f) SUPERSEDED  2 1
 DF9626  NAVD 88 (02/25/04)  249.173  (m)          817.50   (f) SUPERSEDED  2 1
 DF9626
 DF9626.Superseded values are not recommended for survey control.
 DF9626
 DF9626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9626.See file dsdata.pdf to determine how the superseded data were derived.
 DF9626
 DF9626_MARKER: DD = SURVEY DISK
 DF9626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9626_STAMPING: 2J09 2002
 DF9626_MARK LOGO: WIDT
 DF9626_PROJECTION: FLUSH
 DF9626_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9626+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 DF9626
 DF9626  HISTORY     - Date     Condition        Report By
 DF9626  HISTORY     - 2001     MONUMENTED       WIDT
 DF9626  HISTORY     - 20060925 GOOD             WIDT
 DF9626
 DF9626                          STATION DESCRIPTION
 DF9626
 DF9626'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9626'THE STATION IS LOCATED ABOUT 15 KM SOUTHEAST OF LAKE MILLS, 7 KM
 DF9626'SOUTH OF JOHNSON CREEK, AND 4 KM EAST OF JEFFERSON.
 DF9626'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9626'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 26 AT
 DF9626'THE INTERSECTION OF RACINE STREET AND MAIN STREET IN THE CITY OF
 DF9626'JEFFERSON, GO EAST ON US HIGHWAY 18 (RACINE STREET) FOR 3.6 KM TO
 DF9626'CHRISTBERG ROAD ON THE LEFT, CONTINUE NORTHEAST ON US HIGHWAY 18
 DF9626'(RACINE STREET) FOR 0.4 KM TO THE STATION ON THE LEFT. THE STATION IS
 DF9626'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9626'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9626'SET TO A DEPTH OF 2.1 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9626'THE STATION IS 15.1 M SOUTH OF THE CENTERLINE OF US HIGHWAY 18
 DF9626'(RACINE STREET), 77 M WEST OF TELEPHONE PEDESTAL --606 35--, 64 M
 DF9626'WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 46.2 M EAST OF A 1.0 M
 DF9626'DIAMETER CORRUGATED METAL CULVERT PIPE, AND 1 M NORTH OF A CULTIVATED
 DF9626'FIELD.  ---NOTE---THE STATION IS EAST, WEST AND SOUTH OF THREE WHITE
 DF9626'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9626'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9626
 DF9626                          STATION RECOVERY (2006)
 DF9626
 DF9626'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9626'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 80.3 M WEST OF THE
 DF9626'CENTERLINE OF PRIVATE ENTRANCE --W4499-- AND 12.6 M EAST OF A
 DF9626'--WARNING UNDERGROUND FIBER OPTIC CABLE-- METAL SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9625 ***********************************************************************
 DF9625  DESIGNATION -  2J10
 DF9625  PID         -  DF9625
 DF9625  STATE/COUNTY-  WI/JEFFERSON
 DF9625  COUNTRY     -  US
 DF9625  USGS QUAD   -  HELENVILLE (2018)
 DF9625
 DF9625                         *CURRENT SURVEY CONTROL
 DF9625  ______________________________________________________________________
 DF9625* NAD 83(1986) POSITION- 43 01 03.74   (N) 088 43 59.99   (W)   HD_HELD1
 DF9625* NAVD 88 ORTHO HEIGHT -   255.973 (meters)      839.80  (feet) ADJUSTED
 DF9625  ______________________________________________________________________
 DF9625  GEOID HEIGHT    -        -34.414 (meters)                     GEOID18
 DF9625  DYNAMIC HEIGHT  -        255.906 (meters)      839.58  (feet) COMP
 DF9625  MODELED GRAVITY -    980,352.6   (mgal)                       NAVD 88
 DF9625
 DF9625  VERT ORDER      -  SECOND    CLASS I
 DF9625
 DF9625.The horizontal coordinates were determined by differentially corrected
 DF9625.hand held GPS observations or other comparable positioning techniques
 DF9625.and have an estimated accuracy of +/- 3 meters.
 DF9625
 DF9625.The orthometric height was determined by differential leveling and
 DF9625.adjusted by the WI DEPT OF TRANSP
 DF9625.in May 2012.
 DF9625
 DF9625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9625.GEOID18 height accuracy estimate available here.
 DF9625
 DF9625.Click photographs - Photos may exist for this station.
 DF9625
 DF9625.The dynamic height is computed by dividing the NAVD 88
 DF9625.geopotential number by the normal gravity value computed on the
 DF9625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9625.degrees latitude (g = 980.6199 gals.).
 DF9625
 DF9625.The modeled gravity was interpolated from observed gravity values.
 DF9625
 DF9625;                    North         East    Units  Estimated Accuracy
 DF9625;SPC WI S     -   113,841.6     703,247.2     MT  (+/- 3 meters HH1 GPS) 
 DF9625
 DF9625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5875864238(NAD 83)
 DF9625
 DF9625                          SUPERSEDED SURVEY CONTROL
 DF9625
 DF9625  NAVD 88 (04/20/07)  255.950  (m)          839.73   (f) SUPERSEDED  2 1
 DF9625  NAVD 88 (02/25/04)  255.923  (m)          839.64   (f) SUPERSEDED  2 1
 DF9625
 DF9625.Superseded values are not recommended for survey control.
 DF9625
 DF9625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9625.See file dsdata.pdf to determine how the superseded data were derived.
 DF9625
 DF9625_MARKER: DD = SURVEY DISK
 DF9625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9625_STAMPING: 2J10 2002
 DF9625_MARK LOGO: WIDT
 DF9625_PROJECTION: FLUSH
 DF9625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9625+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 DF9625
 DF9625  HISTORY     - Date     Condition        Report By
 DF9625  HISTORY     - 2001     MONUMENTED       WIDT
 DF9625  HISTORY     - 20060925 GOOD             WIDT
 DF9625
 DF9625                          STATION DESCRIPTION
 DF9625
 DF9625'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9625'THE STATION IS LOCATED ABOUT 16 KM SOUTHEAST OF LAKE MILLS, 7 KM
 DF9625'SOUTH-SOUTHEAST OF JOHNSON CREEK, AND 6 KM EAST OF JEFFERSON.
 DF9625'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9625'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 26 AT
 DF9625'THE INTERSECTION OF RACINE STREET AND MAIN STREET IN THE CITY OF
 DF9625'JEFFERSON, GO EAST ON US HIGHWAY 18 (RACINE STREET) FOR 5.8 KM TO
 DF9625'SWITZKE ROAD ON THE LEFT, CONTINUE EAST ON US HIGHWAY 18 FOR 0.5 KM
 DF9625'TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DF9625'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9625'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9625'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 11.3 M
 DF9625'NORTH OF THE CENTERLINE OF US HIGHWAY 18, 101 M WEST OF PRIVATE
 DF9625'ENTRANCE--W3954--, AND 60 M EAST OF PRIVATE ENTRANCE --W3998--.
 DF9625'---NOTE---THE STATION IS 1.0 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DF9625'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 DF9625'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9625
 DF9625                          STATION RECOVERY (2006)
 DF9625
 DF9625'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9625'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.19 MILE WEST OF
 DF9625'PROBST LANE AND 1.0 M SOUTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE
 DF9625'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9624 ***********************************************************************
 DF9624  DESIGNATION -  2J11
 DF9624  PID         -  DF9624
 DF9624  STATE/COUNTY-  WI/JEFFERSON
 DF9624  COUNTRY     -  US
 DF9624  USGS QUAD   -  HELENVILLE (2018)
 DF9624
 DF9624                         *CURRENT SURVEY CONTROL
 DF9624  ______________________________________________________________________
 DF9624* NAD 83(1986) POSITION- 43 01 08.2    (N) 088 42 42.1    (W)   HD_HELD2
 DF9624* NAVD 88 ORTHO HEIGHT -   252.393 (meters)      828.06  (feet) ADJUSTED
 DF9624  ______________________________________________________________________
 DF9624  GEOID HEIGHT    -        -34.414 (meters)                     GEOID18
 DF9624  DYNAMIC HEIGHT  -        252.327 (meters)      827.84  (feet) COMP
 DF9624  MODELED GRAVITY -    980,353.0   (mgal)                       NAVD 88
 DF9624
 DF9624  VERT ORDER      -  SECOND    CLASS I
 DF9624
 DF9624.The horizontal coordinates were established by autonomous hand held GPS
 DF9624.observations and have an estimated accuracy of +/- 10 meters.
 DF9624
 DF9624.The orthometric height was determined by differential leveling and
 DF9624.adjusted by the WI DEPT OF TRANSP
 DF9624.in May 2012.
 DF9624
 DF9624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9624.GEOID18 height accuracy estimate available here.
 DF9624
 DF9624.Click photographs - Photos may exist for this station.
 DF9624
 DF9624.The dynamic height is computed by dividing the NAVD 88
 DF9624.geopotential number by the normal gravity value computed on the
 DF9624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9624.degrees latitude (g = 980.6199 gals.).
 DF9624
 DF9624.The modeled gravity was interpolated from observed gravity values.
 DF9624
 DF9624;                    North         East    Units  Estimated Accuracy
 DF9624;SPC WI S     -   114,006.      705,008.      MT  (+/- 10 meters HH2 GPS)
 DF9624
 DF9624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6052464340(NAD 83)
 DF9624
 DF9624                          SUPERSEDED SURVEY CONTROL
 DF9624
 DF9624  NAVD 88 (04/20/07)  252.370  (m)          827.98   (f) SUPERSEDED  2 1
 DF9624  NAVD 88 (02/25/04)  252.343  (m)          827.90   (f) SUPERSEDED  2 1
 DF9624
 DF9624.Superseded values are not recommended for survey control.
 DF9624
 DF9624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9624.See file dsdata.pdf to determine how the superseded data were derived.
 DF9624
 DF9624_MARKER: DD = SURVEY DISK
 DF9624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9624_STAMPING: 2J11 2002
 DF9624_MARK LOGO: WIDT
 DF9624_PROJECTION: FLUSH
 DF9624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9624+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 DF9624
 DF9624  HISTORY     - Date     Condition        Report By
 DF9624  HISTORY     - 2001     MONUMENTED       WIDT
 DF9624  HISTORY     - 20060925 GOOD             WIDT
 DF9624
 DF9624                          STATION DESCRIPTION
 DF9624
 DF9624'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9624'THE STATION IS ABOUT 14 KM NORTHEAST OF FT ATKINSON, 8 KM SOUTHWEST
 DF9624'OF JOHNSON CREEK, AND 8 KM EAST-NORTHEAST OF JEFFERSON.
 DF9624'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9624'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 26 AT
 DF9624'THE INTERSECTION OF RACINE STREET AND MAIN STREET IN THE CITY OF
 DF9624'JEFFERSON, GO EAST ON US HIGHWAY 18 (RACINE STREET) FOR 7.4 KM TO
 DF9624'COFFEE ROAD ON THE LEFT, CONTINUE EAST ON US HIGHWAY 18 FOR 0.6 KM TO
 DF9624'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9624'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9624'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9624'AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 15.2 M
 DF9624'EAST-NORTHEAST OF THE CENTERLINE OF US HIGHWAY 18, 38 M
 DF9624'EAST-SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 34.0 M EAST OF A
 DF9624'WOOD POST FOR A --REDUCED SPEED AHEAD 45MPH-- SIGN, AND 22.1 M
 DF9624'NORTH-NORTHWEST OF A METAL --R/W-- POST.  ---NOTE---THE STATION IS
 DF9624'NORTH-NORTHWEST, SOUTH-SOUTHEAST AND NORTH-NORTHEAST OF THREE WHITE
 DF9624'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9624'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9624
 DF9624                          STATION RECOVERY (2006)
 DF9624
 DF9624'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9624'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.12 MILE NORTHWEST
 DF9624'OF BAKERTOWN ROAD AND 45.0 M NORTHWEST OF A --CURVES AHEAD 30 MPH--
 DF9624'WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9623 ***********************************************************************
 DF9623  DESIGNATION -  2J12
 DF9623  PID         -  DF9623
 DF9623  STATE/COUNTY-  WI/JEFFERSON
 DF9623  COUNTRY     -  US
 DF9623  USGS QUAD   -  HELENVILLE (2018)
 DF9623
 DF9623                         *CURRENT SURVEY CONTROL
 DF9623  ______________________________________________________________________
 DF9623* NAD 83(1986) POSITION- 43 00 49.33   (N) 088 41 31.44   (W)   HD_HELD1
 DF9623* NAVD 88 ORTHO HEIGHT -   257.004 (meters)      843.19  (feet) ADJUSTED
 DF9623  ______________________________________________________________________
 DF9623  GEOID HEIGHT    -        -34.405 (meters)                     GEOID18
 DF9623  DYNAMIC HEIGHT  -        256.937 (meters)      842.97  (feet) COMP
 DF9623  MODELED GRAVITY -    980,353.0   (mgal)                       NAVD 88
 DF9623
 DF9623  VERT ORDER      -  SECOND    CLASS I
 DF9623
 DF9623.The horizontal coordinates were determined by differentially corrected
 DF9623.hand held GPS observations or other comparable positioning techniques
 DF9623.and have an estimated accuracy of +/- 3 meters.
 DF9623
 DF9623.The orthometric height was determined by differential leveling and
 DF9623.adjusted by the WI DEPT OF TRANSP
 DF9623.in May 2012.
 DF9623
 DF9623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9623.GEOID18 height accuracy estimate available here.
 DF9623
 DF9623.Click photographs - Photos may exist for this station.
 DF9623
 DF9623.The dynamic height is computed by dividing the NAVD 88
 DF9623.geopotential number by the normal gravity value computed on the
 DF9623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9623.degrees latitude (g = 980.6199 gals.).
 DF9623
 DF9623.The modeled gravity was interpolated from observed gravity values.
 DF9623
 DF9623;                    North         East    Units  Estimated Accuracy
 DF9623;SPC WI S     -   113,448.9     706,617.3     MT  (+/- 3 meters HH1 GPS) 
 DF9623
 DF9623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6211163725(NAD 83)
 DF9623
 DF9623                          SUPERSEDED SURVEY CONTROL
 DF9623
 DF9623  NAVD 88 (04/20/07)  256.981  (m)          843.11   (f) SUPERSEDED  2 1
 DF9623  NAVD 88 (02/25/04)  256.954  (m)          843.02   (f) SUPERSEDED  2 1
 DF9623
 DF9623.Superseded values are not recommended for survey control.
 DF9623
 DF9623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9623.See file dsdata.pdf to determine how the superseded data were derived.
 DF9623
 DF9623_MARKER: DD = SURVEY DISK
 DF9623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9623_STAMPING: 2J12 2002
 DF9623_MARK LOGO: WIDT
 DF9623_PROJECTION: FLUSH
 DF9623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9623+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 DF9623
 DF9623  HISTORY     - Date     Condition        Report By
 DF9623  HISTORY     - 2001     MONUMENTED       WIDT
 DF9623  HISTORY     - 20060925 GOOD             WIDT
 DF9623
 DF9623                          STATION DESCRIPTION
 DF9623
 DF9623'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9623'THE STATION IS LOCATED ABOUT 10 KM EAST OF JEFFERSON, 10 KM SOUTHEAST
 DF9623'OF JOHNSON CREEK, AND 9 KM WEST OF SULLIVAN.  OWNERSHIP--WISCONSIN
 DF9623'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9623'OF US HIGHWAY 18 WITH STATE HIGHWAY 26 AT THE INTERSECTION OF RACINE
 DF9623'STREET AND MAIN STREET IN THE CITY OF JEFFERSON, GO EAST ON US
 DF9623'HIGHWAY 18 (RACINE STREET) FOR 9.4 KM TO NORTH HELENVILLE ROAD,
 DF9623'CONTINUE EAST ON US HIGHWAY 18 FOR 0.7 KM TO THE STATION ON THE LEFT.
 DF9623'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9623'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9623'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW
 DF9623'THE HIGHWAY PAVEMENT.  THE STATION IS 11.9 M NORTHWEST OF THE
 DF9623'CENTERLINE OF US HIGHWAY 18, 55.0 M WEST-SOUTHWEST OF A 64-CM
 DF9623'DIAMETER CORRUGATED METAL CULVERT PIPE, 41.1 M EAST-NORTHEAST OF
 DF9623'TELEPHONE PEDESTAL --3B 2A 15 7--, AND 1 M SOUTHEAST OF A CULTIVATED
 DF9623'FIELD.  ---NOTE---THE STATION IS NORTHWEST, NORTHEAST AND SOUTHWEST
 DF9623'OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9623'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9623'HORIZON.
 DF9623
 DF9623                          STATION RECOVERY (2006)
 DF9623
 DF9623'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9623'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.11 MILE WEST OF
 DF9623'COUNTY HIGHWAY D, 42.0 M NORTH-NORTHEAST OF A --JCT COUNTY D-- WOOD
 DF9623'SIGN POST, 26.5 M NORTHWEST OF POWER POLE --91-08208 40-5-- WITH ONE
 DF9623'GUY WIRE, AND 4.7 M SOUTH-SOUTHWEST OF A YELLOW METAL RIGHT-OF-WAY
 DF9623'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9622 ***********************************************************************
 DF9622  DESIGNATION -  2J13
 DF9622  PID         -  DF9622
 DF9622  STATE/COUNTY-  WI/JEFFERSON
 DF9622  COUNTRY     -  US
 DF9622  USGS QUAD   -  HELENVILLE (2018)
 DF9622
 DF9622                         *CURRENT SURVEY CONTROL
 DF9622  ______________________________________________________________________
 DF9622* NAD 83(1986) POSITION- 43 00 47.9    (N) 088 40 14.9    (W)   HD_HELD2
 DF9622* NAVD 88 ORTHO HEIGHT -   254.473 (meters)      834.88  (feet) ADJUSTED
 DF9622  ______________________________________________________________________
 DF9622  GEOID HEIGHT    -        -34.405 (meters)                     GEOID18
 DF9622  DYNAMIC HEIGHT  -        254.406 (meters)      834.66  (feet) COMP
 DF9622  MODELED GRAVITY -    980,353.3   (mgal)                       NAVD 88
 DF9622
 DF9622  VERT ORDER      -  SECOND    CLASS I
 DF9622
 DF9622.The horizontal coordinates were established by autonomous hand held GPS
 DF9622.observations and have an estimated accuracy of +/- 10 meters.
 DF9622
 DF9622.The orthometric height was determined by differential leveling and
 DF9622.adjusted by the WI DEPT OF TRANSP
 DF9622.in May 2012.
 DF9622
 DF9622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9622.GEOID18 height accuracy estimate available here.
 DF9622
 DF9622.Click photographs - Photos may exist for this station.
 DF9622
 DF9622.The dynamic height is computed by dividing the NAVD 88
 DF9622.geopotential number by the normal gravity value computed on the
 DF9622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9622.degrees latitude (g = 980.6199 gals.).
 DF9622
 DF9622.The modeled gravity was interpolated from observed gravity values.
 DF9622
 DF9622;                    North         East    Units  Estimated Accuracy
 DF9622;SPC WI S     -   113,432.      708,351.      MT  (+/- 10 meters HH2 GPS)
 DF9622
 DF9622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6384363646(NAD 83)
 DF9622
 DF9622                          SUPERSEDED SURVEY CONTROL
 DF9622
 DF9622  NAVD 88 (04/20/07)  254.450  (m)          834.81   (f) SUPERSEDED  2 1
 DF9622  NAVD 88 (02/25/04)  254.422  (m)          834.72   (f) SUPERSEDED  2 1
 DF9622
 DF9622.Superseded values are not recommended for survey control.
 DF9622
 DF9622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9622.See file dsdata.pdf to determine how the superseded data were derived.
 DF9622
 DF9622_MARKER: DD = SURVEY DISK
 DF9622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9622_STAMPING: 2J13 2002
 DF9622_MARK LOGO: WIDT
 DF9622_PROJECTION: FLUSH
 DF9622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9622+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 DF9622
 DF9622  HISTORY     - Date     Condition        Report By
 DF9622  HISTORY     - 2001     MONUMENTED       WIDT
 DF9622  HISTORY     - 20060925 GOOD             WIDT
 DF9622
 DF9622                          STATION DESCRIPTION
 DF9622
 DF9622'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9622'THE STATION IS LOCATED ABOUT 16 KM NORTHEAST OF FT ATKINSON, 11 KM
 DF9622'EAST OF JEFFERSON, AND 7 KM WEST OF SULLIVAN.  OWNERSHIP--WISCONSIN
 DF9622'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9622'OF US HIGHWAY 18 WITH STATE HIGHWAY 26 AT THE INTERSECTION OF RACINE
 DF9622'STREET AND MAIN STREET IN THE CITY OF JEFFERSON, GO EAST ON US
 DF9622'HIGHWAY 18 (EAST RACINE STREET) FOR 11.1 KM TO DUCK CREEK ROAD,
 DF9622'CONTINUE EAST ON US HIGHWAY 18 FOR 0.8 KM TO THE STATION ON THE LEFT.
 DF9622'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9622'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9622'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW
 DF9622'THE HIGHWAY PAVEMENT.  THE STATION IS 12.0 M NORTH-NORTHEAST OF THE
 DF9622'CENTERLINE OF US HIGHWAY 18, 56.0 M EAST-SOUTHEAST OF A 1.0 M
 DF9622'DIAMETER CORRUGATED METAL CULVERT PIPE, 9.7 M WEST-SOUTHWEST OF A
 DF9622'METAL --R/W-- POST, AND 7 M EAST-SOUTHEAST OF THE EXTENDED CENTERLINE
 DF9622'OF PRIVATE ENTRANCE --W2723--.  ---NOTE---THE STATION IS EAST, WEST
 DF9622'AND NORTH OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9622'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9622'ABOVE THE HORIZON.
 DF9622
 DF9622                          STATION RECOVERY (2006)
 DF9622
 DF9622'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9622'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.28 MILE WEST OF
 DF9622'SOUTH FARMINGTON ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9621 ***********************************************************************
 DF9621  DESIGNATION -  2J14
 DF9621  PID         -  DF9621
 DF9621  STATE/COUNTY-  WI/JEFFERSON
 DF9621  COUNTRY     -  US
 DF9621  USGS QUAD   -  HELENVILLE (2018)
 DF9621
 DF9621                         *CURRENT SURVEY CONTROL
 DF9621  ______________________________________________________________________
 DF9621* NAD 83(1986) POSITION- 43 00 35.27   (N) 088 38 43.96   (W)   HD_HELD1
 DF9621* NAVD 88 ORTHO HEIGHT -   261.009 (meters)      856.33  (feet) ADJUSTED
 DF9621  ______________________________________________________________________
 DF9621  GEOID HEIGHT    -        -34.401 (meters)                     GEOID18
 DF9621  DYNAMIC HEIGHT  -        260.941 (meters)      856.10  (feet) COMP
 DF9621  MODELED GRAVITY -    980,353.4   (mgal)                       NAVD 88
 DF9621
 DF9621  VERT ORDER      -  SECOND    CLASS I
 DF9621
 DF9621.The horizontal coordinates were determined by differentially corrected
 DF9621.hand held GPS observations or other comparable positioning techniques
 DF9621.and have an estimated accuracy of +/- 3 meters.
 DF9621
 DF9621.The orthometric height was determined by differential leveling and
 DF9621.adjusted by the WI DEPT OF TRANSP
 DF9621.in May 2012.
 DF9621
 DF9621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9621.GEOID18 height accuracy estimate available here.
 DF9621
 DF9621.Click photographs - Photos may exist for this station.
 DF9621
 DF9621.The dynamic height is computed by dividing the NAVD 88
 DF9621.geopotential number by the normal gravity value computed on the
 DF9621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9621.degrees latitude (g = 980.6199 gals.).
 DF9621
 DF9621.The modeled gravity was interpolated from observed gravity values.
 DF9621
 DF9621;                    North         East    Units  Estimated Accuracy
 DF9621;SPC WI S     -   113,075.6     710,416.3     MT  (+/- 3 meters HH1 GPS) 
 DF9621
 DF9621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6589463216(NAD 83)
 DF9621
 DF9621                          SUPERSEDED SURVEY CONTROL
 DF9621
 DF9621  NAVD 88 (04/20/07)  260.986  (m)          856.25   (f) SUPERSEDED  2 1
 DF9621  NAVD 88 (02/25/04)  260.958  (m)          856.16   (f) SUPERSEDED  2 1
 DF9621
 DF9621.Superseded values are not recommended for survey control.
 DF9621
 DF9621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9621.See file dsdata.pdf to determine how the superseded data were derived.
 DF9621
 DF9621_MARKER: DD = SURVEY DISK
 DF9621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9621_STAMPING: 2J14 2002
 DF9621_MARK LOGO: WIDT
 DF9621_PROJECTION: FLUSH
 DF9621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9621+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 DF9621
 DF9621  HISTORY     - Date     Condition        Report By
 DF9621  HISTORY     - 2001     MONUMENTED       WIDT
 DF9621  HISTORY     - 20060920 GOOD             WIDT
 DF9621
 DF9621                          STATION DESCRIPTION
 DF9621
 DF9621'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9621'THE STATION IS LOCATED ABOUT 18 KM NORTHEAST OF FT ATKINSON, 13 KM
 DF9621'EAST OF JEFFERSON, AND 5 KM WEST OF SULLIVAN.  OWNERSHIP--WISCONSIN
 DF9621'DEPARTMENT OF TRANSPORTATION.  THE STATION IN LOCATED IN THE
 DF9621'SOUTHWEST QUADRANT OF THE JUNCTION OF US HIGHWAY 18 WITH COUNTY
 DF9621'HIGHWAY P.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9621'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9621'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9621'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 20.5 M SOUTH OF THE
 DF9621'CENTERLINE OF US HIGHWAY 18, 23.4 M WEST OF THE CENTERLINE OF COUNTY
 DF9621'HIGHWAY P, 10.8 M SOUTHWEST OF A 60-CM DIAMETER CORRUGATED METAL
 DF9621'CULVERT PIPE, AND 1 M NORTH OF A CULTIVATED FIELD. ---NOTE---THE
 DF9621'STATION IS EAST, WEST AND NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9621'---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9621'THAN 10 DEGREES ABOVE THE HORIZON.
 DF9621
 DF9621                          STATION RECOVERY (2006)
 DF9621
 DF9621'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9594 ***********************************************************************
 DF9594  DESIGNATION -  2J15
 DF9594  PID         -  DF9594
 DF9594  STATE/COUNTY-  WI/JEFFERSON
 DF9594  COUNTRY     -  US
 DF9594  USGS QUAD   -  OCONOMOWOC WEST (2018)
 DF9594
 DF9594                         *CURRENT SURVEY CONTROL
 DF9594  ______________________________________________________________________
 DF9594* NAD 83(1986) POSITION- 43 00 41.46   (N) 088 35 09.95   (W)   HD_HELD1
 DF9594* NAVD 88 ORTHO HEIGHT -   260.340 (meters)      854.13  (feet) ADJUSTED
 DF9594  ______________________________________________________________________
 DF9594  GEOID HEIGHT    -        -34.416 (meters)                     GEOID18
 DF9594  DYNAMIC HEIGHT  -        260.272 (meters)      853.91  (feet) COMP
 DF9594  MODELED GRAVITY -    980,353.1   (mgal)                       NAVD 88
 DF9594
 DF9594  VERT ORDER      -  SECOND    CLASS I
 DF9594
 DF9594.The horizontal coordinates were determined by differentially corrected
 DF9594.hand held GPS observations or other comparable positioning techniques
 DF9594.and have an estimated accuracy of +/- 3 meters.
 DF9594
 DF9594.The orthometric height was determined by differential leveling and
 DF9594.adjusted by the WI DEPT OF TRANSP
 DF9594.in May 2012.
 DF9594
 DF9594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9594.GEOID18 height accuracy estimate available here.
 DF9594
 DF9594.Click photographs - Photos may exist for this station.
 DF9594
 DF9594.The dynamic height is computed by dividing the NAVD 88
 DF9594.geopotential number by the normal gravity value computed on the
 DF9594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9594.degrees latitude (g = 980.6199 gals.).
 DF9594
 DF9594.The modeled gravity was interpolated from observed gravity values.
 DF9594
 DF9594;                    North         East    Units  Estimated Accuracy
 DF9594;SPC WI S     -   113,347.1     715,258.8     MT  (+/- 3 meters HH1 GPS) 
 DF9594
 DF9594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7074263314(NAD 83)
 DF9594
 DF9594                          SUPERSEDED SURVEY CONTROL
 DF9594
 DF9594  NAVD 88 (04/20/07)  260.317  (m)          854.06   (f) SUPERSEDED  2 1
 DF9594  NAVD 88 (02/25/04)  260.289  (m)          853.96   (f) SUPERSEDED  2 1
 DF9594
 DF9594.Superseded values are not recommended for survey control.
 DF9594
 DF9594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9594.See file dsdata.pdf to determine how the superseded data were derived.
 DF9594
 DF9594_MARKER: DD = SURVEY DISK
 DF9594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9594_STAMPING: 2J15 2002
 DF9594_MARK LOGO: WIDT
 DF9594_PROJECTION: FLUSH
 DF9594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9594+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 DF9594
 DF9594  HISTORY     - Date     Condition        Report By
 DF9594  HISTORY     - 2001     MONUMENTED       WIDT
 DF9594  HISTORY     - 20060920 GOOD             WIDT
 DF9594
 DF9594                          STATION DESCRIPTION
 DF9594
 DF9594'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9594'THE STATION IS LOCATED ABOUT 29 KM WEST OF WAUKESHA IN SULLIVAN.
 DF9594'OWNERSHIP--VILLAGE OF SULLIVAN. TO REACH THE STATION FROM THE
 DF9594'JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 67 ABOUT 10 KM SOUTH OF
 DF9594'OCONOMOWOC, GO WEST ON US HIGHWAY 18 FOR 11.1 KM TO COUNTY HIGHWAY E
 DF9594'(PALMYRA STREET) , TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY E
 DF9594'(PALMYRA STREET) FOR 0.3 KM TO THE STATION ON THE RIGHT. THE STATION
 DF9594'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9594'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9594'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9594'THE STATION IS 40.0 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY E
 DF9594'(PALMYRA STREET), 28.4 M SOUTHWEST OF WESTERN MOST WOOD POST FOR A
 DF9594'--GLACIAL DRUMLIN STATE PARK-- SIGN, 27.6 M NORTH OF THE CENTERLINE
 DF9594'OF FRONT STREET, 20.9 M SOUTH OF THE CENTERLINE OF THE BIKE PATH AND
 DF9594'7.4 M EAST OF SOUTHEAST CORNER OF THE CONCRETE RESTROOM BUILDING.
 DF9594'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9594'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST
 DF9594'EXTENDING TO 40 DEGREES.
 DF9594
 DF9594                          STATION RECOVERY (2006)
 DF9594
 DF9594'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9594'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9594'STATION ARE TREES IN THE NORTH QUADRANTS EXTENDING TO 70 DEGREES AND
 DF9594'TREES IN THE WEST QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
 DF9594'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9593 ***********************************************************************
 DF9593  DESIGNATION -  2J16
 DF9593  PID         -  DF9593
 DF9593  STATE/COUNTY-  WI/JEFFERSON
 DF9593  COUNTRY     -  US
 DF9593  USGS QUAD   -  OCONOMOWOC WEST (2018)
 DF9593
 DF9593                         *CURRENT SURVEY CONTROL
 DF9593  ______________________________________________________________________
 DF9593* NAD 83(1986) POSITION- 43 01 08.88   (N) 088 34 07.73   (W)   HD_HELD1
 DF9593* NAVD 88 ORTHO HEIGHT -   263.413 (meters)      864.21  (feet) ADJUSTED
 DF9593  ______________________________________________________________________
 DF9593  GEOID HEIGHT    -        -34.434 (meters)                     GEOID18
 DF9593  DYNAMIC HEIGHT  -        263.344 (meters)      863.99  (feet) COMP
 DF9593  MODELED GRAVITY -    980,353.2   (mgal)                       NAVD 88
 DF9593
 DF9593  VERT ORDER      -  SECOND    CLASS I
 DF9593
 DF9593.The horizontal coordinates were determined by differentially corrected
 DF9593.hand held GPS observations or other comparable positioning techniques
 DF9593.and have an estimated accuracy of +/- 3 meters.
 DF9593
 DF9593.The orthometric height was determined by differential leveling and
 DF9593.adjusted by the WI DEPT OF TRANSP
 DF9593.in May 2012.
 DF9593
 DF9593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9593.GEOID18 height accuracy estimate available here.
 DF9593
 DF9593.Click photographs - Photos may exist for this station.
 DF9593
 DF9593.The dynamic height is computed by dividing the NAVD 88
 DF9593.geopotential number by the normal gravity value computed on the
 DF9593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9593.degrees latitude (g = 980.6199 gals.).
 DF9593
 DF9593.The modeled gravity was interpolated from observed gravity values.
 DF9593
 DF9593;                    North         East    Units  Estimated Accuracy
 DF9593;SPC WI S     -   114,217.1     716,653.1     MT  (+/- 3 meters HH1 GPS) 
 DF9593
 DF9593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7216764133(NAD 83)
 DF9593
 DF9593                          SUPERSEDED SURVEY CONTROL
 DF9593
 DF9593  NAVD 88 (04/20/07)  263.389  (m)          864.14   (f) SUPERSEDED  2 1
 DF9593  NAVD 88 (02/25/04)  263.362  (m)          864.05   (f) SUPERSEDED  2 1
 DF9593
 DF9593.Superseded values are not recommended for survey control.
 DF9593
 DF9593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9593.See file dsdata.pdf to determine how the superseded data were derived.
 DF9593
 DF9593_MARKER: DD = SURVEY DISK
 DF9593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9593_STAMPING: 2J16 2002
 DF9593_MARK LOGO: WIDT
 DF9593_PROJECTION: FLUSH
 DF9593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9593+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 DF9593
 DF9593  HISTORY     - Date     Condition        Report By
 DF9593  HISTORY     - 2001     MONUMENTED       WIDT
 DF9593  HISTORY     - 20060920 GOOD             WIDT
 DF9593
 DF9593                          STATION DESCRIPTION
 DF9593
 DF9593'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9593'THE STATION IS LOCATED ABOUT 28 KM WEST OF WAUKESHA, 20 KM EAST OF
 DF9593'JEFFERSON, AND 12 KM SOUTHWEST OF OCONOMOWOC.  OWNERSHIP--WISCONSIN
 DF9593'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9593'OF US HIGHWAY 18 WITH STATE HIGHWAY 67 ABOUT 10 KM SOUTH OF
 DF9593'OCONOMOWOC, GO WEST ON US HIGHWAY 18 FOR 8.7 KM TO INLYND DRIVE ON
 DF9593'THE RIGHT, CONTINUE WEST ON US HIGHWAY 18 FOR 0.6 KM TO THE STATION
 DF9593'ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9593'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9593'A 41-CM DIAMETER CONCRET POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DF9593'WITH THE HIGHWAY PAVEMENT. THE STATION IS 10.9 M NORTH-NORTHEAST OF
 DF9593'THE CENTERLINE OF US HIGHWAY 18, 44 M WEST-NORTHWEST OF THE
 DF9593'CENTERLINE OF PRIVATE ENTRANCE --W648-- AND --W652--, 42 M
 DF9593'EAST-SOUTHEAST OF A GRAVEL FIELD ENTRANCE, 31.3 M NORTHEAST OF POWER
 DF9593'POLE --98-10045--, AND 8 M SOUTH-SOUTHWEST OF A CULTIVATED FIELD.
 DF9593'---NOTE---THE STATION IS SOUTH AND EAST OF TWO WHITE PLASTIC WITNESS
 DF9593'POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9593'HIGHER THAN 20 DEGREES EXCEPT FOR TELEPHONE POLES TO THE SOUTH
 DF9593'EXTENDING TO 23 DEGREES.
 DF9593
 DF9593                          STATION RECOVERY (2006)
 DF9593
 DF9593'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9593'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.61 MILE EAST OF
 DF9593'COUNTY HIGHWAY E AND COUNTY HIGHWAY F NORTH AND 1.0 M SOUTH OF A WHITE
 DF9593'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9592 ***********************************************************************
 DF9592  DESIGNATION -  2J17
 DF9592  PID         -  DF9592
 DF9592  STATE/COUNTY-  WI/JEFFERSON
 DF9592  COUNTRY     -  US
 DF9592  USGS QUAD   -  OCONOMOWOC WEST (2018)
 DF9592
 DF9592                         *CURRENT SURVEY CONTROL
 DF9592  ______________________________________________________________________
 DF9592* NAD 83(1986) POSITION- 43 01 26.74   (N) 088 32 30.86   (W)   HD_HELD1
 DF9592* NAVD 88 ORTHO HEIGHT -   265.775 (meters)      871.96  (feet) ADJUSTED
 DF9592  ______________________________________________________________________
 DF9592  GEOID HEIGHT    -        -34.450 (meters)                     GEOID18
 DF9592  DYNAMIC HEIGHT  -        265.706 (meters)      871.74  (feet) COMP
 DF9592  MODELED GRAVITY -    980,352.9   (mgal)                       NAVD 88
 DF9592
 DF9592  VERT ORDER      -  SECOND    CLASS I
 DF9592
 DF9592.The horizontal coordinates were determined by differentially corrected
 DF9592.hand held GPS observations or other comparable positioning techniques
 DF9592.and have an estimated accuracy of +/- 3 meters.
 DF9592
 DF9592.The orthometric height was determined by differential leveling and
 DF9592.adjusted by the WI DEPT OF TRANSP
 DF9592.in May 2012.
 DF9592
 DF9592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9592.GEOID18 height accuracy estimate available here.
 DF9592
 DF9592.Click photographs - Photos may exist for this station.
 DF9592
 DF9592.The dynamic height is computed by dividing the NAVD 88
 DF9592.geopotential number by the normal gravity value computed on the
 DF9592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9592.degrees latitude (g = 980.6199 gals.).
 DF9592
 DF9592.The modeled gravity was interpolated from observed gravity values.
 DF9592
 DF9592;                    North         East    Units  Estimated Accuracy
 DF9592;SPC WI S     -   114,806.1     718,836.5     MT  (+/- 3 meters HH1 GPS) 
 DF9592
 DF9592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7436964643(NAD 83)
 DF9592
 DF9592                          SUPERSEDED SURVEY CONTROL
 DF9592
 DF9592  NAVD 88 (04/20/07)  265.751  (m)          871.88   (f) SUPERSEDED  2 1
 DF9592  NAVD 88 (02/25/04)  265.726  (m)          871.80   (f) SUPERSEDED  2 1
 DF9592
 DF9592.Superseded values are not recommended for survey control.
 DF9592
 DF9592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9592.See file dsdata.pdf to determine how the superseded data were derived.
 DF9592
 DF9592_MARKER: DD = SURVEY DISK
 DF9592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9592_STAMPING: 2J17 2002
 DF9592_MARK LOGO: WIDT
 DF9592_PROJECTION: FLUSH
 DF9592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9592+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 DF9592
 DF9592  HISTORY     - Date     Condition        Report By
 DF9592  HISTORY     - 2001     MONUMENTED       WIDT
 DF9592  HISTORY     - 20060920 GOOD             WIDT
 DF9592
 DF9592                          STATION DESCRIPTION
 DF9592
 DF9592'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9592'THE STATION IS LOCATED ABOUT 25 KM WEST OF WAUKESHA, 12 KM SOUTHWEST
 DF9592'OF DELAFIELD, AND 10 KM SOUTHWEST OF OCONOMOWOC.
 DF9592'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9592'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 67
 DF9592'ABOUT 10 KM SOUTH OF OCONOMOWOC, GO WEST ON US HIGHWAY 18 FOR 5.9 KM
 DF9592'TO COUNTY HIGHWAY BB ON THE RIGHT, CONTINUE WEST ON US HIGHWAY 18 FOR
 DF9592'0.9 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9592'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9592'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO THE DEPTH OF 2.4
 DF9592'M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 14.8 M
 DF9592'NORTH-NORTHWEST OF THE CENTERLINE OF US HIGHWAY 18, 43.2 M WEST OF
 DF9592'WOOD POST FOR A --JEFFERSON COUNTY-- SIGN, 43.1 M NORTHWEST OF THE
 DF9592'SOUTHERN MOST WOOD POST FOR A --HERR ENVIRONMENTAL
 DF9592'SEPTICS-MOUNDS-EXCAVATING-- SIGN, AND 1.3 M SOUTH-SOUTHEAST OF A
 DF9592'WHITE PLASTIC FENCE.  ---NOTE---THE STATION IS 1.0 M SOUTH-SOUTHWEST
 DF9592'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DF9592'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9592'HORIZON.
 DF9592
 DF9592                          STATION RECOVERY (2006)
 DF9592
 DF9592'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9592'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.22 MILE EAST OF
 DF9592'GOLDEN LAKE PARK ROAD NORTH AND INDIAN POINT ROAD SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9591 ***********************************************************************
 DF9591  DESIGNATION -  2J18
 DF9591  PID         -  DF9591
 DF9591  STATE/COUNTY-  WI/WAUKESHA
 DF9591  COUNTRY     -  US
 DF9591  USGS QUAD   -  OCONOMOWOC WEST (2018)
 DF9591
 DF9591                         *CURRENT SURVEY CONTROL
 DF9591  ______________________________________________________________________
 DF9591* NAD 83(1986) POSITION- 43 01 36.4    (N) 088 31 13.7    (W)   HD_HELD2
 DF9591* NAVD 88 ORTHO HEIGHT -   261.080 (meters)      856.56  (feet) ADJUSTED
 DF9591  ______________________________________________________________________
 DF9591  GEOID HEIGHT    -        -34.463 (meters)                     GEOID18
 DF9591  DYNAMIC HEIGHT  -        261.012 (meters)      856.34  (feet) COMP
 DF9591  MODELED GRAVITY -    980,352.6   (mgal)                       NAVD 88
 DF9591
 DF9591  VERT ORDER      -  SECOND    CLASS I
 DF9591
 DF9591.The horizontal coordinates were established by autonomous hand held GPS
 DF9591.observations and have an estimated accuracy of +/- 10 meters.
 DF9591
 DF9591.The orthometric height was determined by differential leveling and
 DF9591.adjusted by the WI DEPT OF TRANSP
 DF9591.in May 2012.
 DF9591
 DF9591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9591.GEOID18 height accuracy estimate available here.
 DF9591
 DF9591.Click photographs - Photos may exist for this station.
 DF9591
 DF9591.The dynamic height is computed by dividing the NAVD 88
 DF9591.geopotential number by the normal gravity value computed on the
 DF9591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9591.degrees latitude (g = 980.6199 gals.).
 DF9591
 DF9591.The modeled gravity was interpolated from observed gravity values.
 DF9591
 DF9591;                    North         East    Units  Estimated Accuracy
 DF9591;SPC WI S     -   115,135.      720,578.      MT  (+/- 10 meters HH2 GPS)
 DF9591
 DF9591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7612164910(NAD 83)
 DF9591
 DF9591                          SUPERSEDED SURVEY CONTROL
 DF9591
 DF9591  NAVD 88 (04/20/07)  261.056  (m)          856.48   (f) SUPERSEDED  2 1
 DF9591  NAVD 88 (02/25/04)  261.032  (m)          856.40   (f) SUPERSEDED  2 1
 DF9591
 DF9591.Superseded values are not recommended for survey control.
 DF9591
 DF9591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9591.See file dsdata.pdf to determine how the superseded data were derived.
 DF9591
 DF9591_MARKER: DD = SURVEY DISK
 DF9591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9591_STAMPING: 2J18 2002
 DF9591_MARK LOGO: WIDT
 DF9591_PROJECTION: FLUSH
 DF9591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9591+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9591
 DF9591  HISTORY     - Date     Condition        Report By
 DF9591  HISTORY     - 2001     MONUMENTED       WIDT
 DF9591  HISTORY     - 20060829 GOOD             WIDT
 DF9591  HISTORY     - 20060924 GOOD             USPSQD
 DF9591
 DF9591                          STATION DESCRIPTION
 DF9591
 DF9591'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9591'THE STATION IS LOCATED ABOUT 24 KM WEST OF WAUKESHA, 10 KM SOUTHWEST
 DF9591'OF DELAFIELD, AND 4 KM NORTHEAST OF DOUSMAN. OWNERSHIP--WISCONSIN
 DF9591'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9591'OF US HIGHWAY 18 WITH STATE HIGHWAY 67 ABOUT 10 KM SOUTH OF
 DF9591'OCONOMOWOC, GO WEST ON US HIGHWAY 18 FOR 2.7 KM TO GRAMLING LANE ON
 DF9591'THE LEFT, CONTINUE WEST ON US HIGHWAY 18 FOR 2.4 KM TO THE STATION ON
 DF9591'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9591'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9591'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT
 DF9591'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 11.9 M NORTH OF THE
 DF9591'CENTERLINE OF US HIGHWAY 18, 66 M NORTHWEST OF TELEPHONE POLE
 DF9591'--98-10062--, 32.5 M NORTHEAST OF TELEPHONE POLE --98-10065--, AND 1
 DF9591'M SOUTH-SOUTHWEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DF9591'SOUTH, EAST AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9591'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9591'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9591
 DF9591                          STATION RECOVERY (2006)
 DF9591
 DF9591'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9591'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.12 MILE WEST OF
 DF9591'THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --39041--, 105 M EAST OF A
 DF9591'FIELD ENTRANCE, AND 84 M EAST OF THE EXTENDED CENTERLINE OF A FIELD
 DF9591'ENTRANCE.
 DF9591
 DF9591                          STATION RECOVERY (2006)
 DF9591
 DF9591'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCG)
 DF9591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9939 ***********************************************************************
 DF9939  DESIGNATION -  2J45
 DF9939  PID         -  DF9939
 DF9939  STATE/COUNTY-  WI/JEFFERSON
 DF9939  COUNTRY     -  US
 DF9939  USGS QUAD   -  WATERLOO (2018)
 DF9939
 DF9939                         *CURRENT SURVEY CONTROL
 DF9939  ______________________________________________________________________
 DF9939* NAD 83(1986) POSITION- 43 10 46.9    (N) 088 56 11.5    (W)   HD_HELD2
 DF9939* NAVD 88 ORTHO HEIGHT -   249.163 (meters)      817.46  (feet) ADJUSTED
 DF9939  ______________________________________________________________________
 DF9939  GEOID HEIGHT    -        -34.719 (meters)                     GEOID18
 DF9939  DYNAMIC HEIGHT  -        249.101 (meters)      817.26  (feet) COMP
 DF9939  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 DF9939
 DF9939  VERT ORDER      -  SECOND    CLASS I
 DF9939
 DF9939.The horizontal coordinates were established by autonomous hand held GPS
 DF9939.observations and have an estimated accuracy of +/- 10 meters.
 DF9939
 DF9939.The orthometric height was determined by differential leveling and
 DF9939.adjusted by the WI DEPT OF TRANSP
 DF9939.in May 2012.
 DF9939
 DF9939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9939.GEOID18 height accuracy estimate available here.
 DF9939
 DF9939.Click photographs - Photos may exist for this station.
 DF9939
 DF9939.The dynamic height is computed by dividing the NAVD 88
 DF9939.geopotential number by the normal gravity value computed on the
 DF9939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9939.degrees latitude (g = 980.6199 gals.).
 DF9939
 DF9939.The modeled gravity was interpolated from observed gravity values.
 DF9939
 DF9939;                    North         East    Units  Estimated Accuracy
 DF9939;SPC WI S     -   131,604.      686,456.      MT  (+/- 10 meters HH2 GPS)
 DF9939
 DF9939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4261582590(NAD 83)
 DF9939
 DF9939                          SUPERSEDED SURVEY CONTROL
 DF9939
 DF9939  NAVD 88 (04/20/07)  249.140  (m)          817.39   (f) SUPERSEDED  2 1
 DF9939  NAVD 88 (02/25/04)  249.091  (m)          817.23   (f) SUPERSEDED  2 1
 DF9939
 DF9939.Superseded values are not recommended for survey control.
 DF9939
 DF9939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9939.See file dsdata.pdf to determine how the superseded data were derived.
 DF9939
 DF9939_MARKER: DD = SURVEY DISK
 DF9939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9939_STAMPING: 2J45 2002
 DF9939_MARK LOGO: WIDT
 DF9939_PROJECTION: FLUSH
 DF9939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9939+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 DF9939
 DF9939  HISTORY     - Date     Condition        Report By
 DF9939  HISTORY     - 2001     MONUMENTED       WIDT
 DF9939  HISTORY     - 20060913 GOOD             WIDT
 DF9939
 DF9939                          STATION DESCRIPTION
 DF9939
 DF9939'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9939'THE STATION IS LOCATED ABOUT 22 KM EAST OF SUN PRAIRIE, 11 KM EAST OF
 DF9939'MARSHALL, AND 4 KM EAST OF WATERLOO. OWNERSHIP--TOWN OF WATERLOO.  TO
 DF9939'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 EAST WITH
 DF9939'STATE HIGHWAY 89 SOUTH IN THE CITY OF WATERLOO, GO EAST AND THEN
 DF9939'SOUTH ON STATE HIGHWAY 89 FOR 1.8 KM TO ISLAND DRIVE ON THE LEFT,
 DF9939'TURN LEFT AND GO EAST ON ISLAND DRIVE FOR 2.0 KM TO THE STATION ON
 DF9939'THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9939'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9939'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9939'LEVEL WITH THE ROAD. THE STATION IS 8.1 M NORTH OF THE CENTERLINE OF
 DF9939'ISLAND DRIVE, 73.0 M WEST OF THE CENTERLINE OF PESCHEL ROAD, AND 20 M
 DF9939'WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W8219--.
 DF9939'---NOTE---THE STATION IS SOUTH, WEST-NORTHWEST AND EAST-NORTHEAST OF
 DF9939'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DF9939'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DF9939'HORIZON.
 DF9939
 DF9939                          STATION RECOVERY (2006)
 DF9939
 DF9939'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9939'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20.8 M NORTHEAST OF
 DF9939'THE TOP CENTER OF TELEPHONE PEDESTAL --04-U-13402-- AND 20.1 M
 DF9939'NORTHEAST OF POWER POLE --04-07853 40-4-- WITH A TRANSFORMER AND GUY
 DF9939'WIRE ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9938 ***********************************************************************
 DF9938  DESIGNATION -  2J46
 DF9938  PID         -  DF9938
 DF9938  STATE/COUNTY-  WI/JEFFERSON
 DF9938  COUNTRY     -  US
 DF9938  USGS QUAD   -  WATERLOO (2018)
 DF9938
 DF9938                         *CURRENT SURVEY CONTROL
 DF9938  ______________________________________________________________________
 DF9938* NAD 83(1986) POSITION- 43 10 53.9    (N) 088 53 01.4    (W)   HD_HELD2
 DF9938* NAVD 88 ORTHO HEIGHT -   241.669 (meters)      792.88  (feet) ADJUSTED
 DF9938  ______________________________________________________________________
 DF9938  GEOID HEIGHT    -        -34.717 (meters)                     GEOID18
 DF9938  DYNAMIC HEIGHT  -        241.608 (meters)      792.68  (feet) COMP
 DF9938  MODELED GRAVITY -    980,364.6   (mgal)                       NAVD 88
 DF9938
 DF9938  VERT ORDER      -  SECOND    CLASS I
 DF9938
 DF9938.The horizontal coordinates were established by autonomous hand held GPS
 DF9938.observations and have an estimated accuracy of +/- 10 meters.
 DF9938
 DF9938.The orthometric height was determined by differential leveling and
 DF9938.adjusted by the WI DEPT OF TRANSP
 DF9938.in May 2012.
 DF9938
 DF9938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9938.GEOID18 height accuracy estimate available here.
 DF9938
 DF9938.Click photographs - Photos may exist for this station.
 DF9938
 DF9938.The dynamic height is computed by dividing the NAVD 88
 DF9938.geopotential number by the normal gravity value computed on the
 DF9938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9938.degrees latitude (g = 980.6199 gals.).
 DF9938
 DF9938.The modeled gravity was interpolated from observed gravity values.
 DF9938
 DF9938;                    North         East    Units  Estimated Accuracy
 DF9938;SPC WI S     -   131,876.      690,746.      MT  (+/- 10 meters HH2 GPS)
 DF9938
 DF9938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4691282708(NAD 83)
 DF9938
 DF9938                          SUPERSEDED SURVEY CONTROL
 DF9938
 DF9938  NAVD 88 (04/20/07)  241.646  (m)          792.80   (f) SUPERSEDED  2 1
 DF9938  NAVD 88 (02/25/04)  241.597  (m)          792.64   (f) SUPERSEDED  2 1
 DF9938
 DF9938.Superseded values are not recommended for survey control.
 DF9938
 DF9938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9938.See file dsdata.pdf to determine how the superseded data were derived.
 DF9938
 DF9938_MARKER: DD = SURVEY DISK
 DF9938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9938_STAMPING: 2J46 2002
 DF9938_MARK LOGO: WIDT
 DF9938_PROJECTION: FLUSH
 DF9938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9938+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 DF9938
 DF9938  HISTORY     - Date     Condition        Report By
 DF9938  HISTORY     - 2001     MONUMENTED       WIDT
 DF9938  HISTORY     - 20060913 GOOD             WIDT
 DF9938
 DF9938                          STATION DESCRIPTION
 DF9938
 DF9938'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9938'THE STATION IS LOCATED ABOUT 20 KM SOUTHEAST OF COLUMBUS, 13 KM WEST
 DF9938'OF JEFFERSON, AND 9 KM EAST OF WATERLOO. OWNERSHIP--JEFFERSON COUNTY.
 DF9938'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 EAST WITH
 DF9938'STATE HIGHWAY 89 SOUTH IN THE CITY OF WATERLOO, GO NORTH THEN EAST ON
 DF9938'STATE HIGHWAY 19 FOR 9.6 KM TO COUNTY HIGHWAY G ON THE RIGHT, TURN
 DF9938'RIGHT AND GO SOUTH ON COUNTY HIGHWAY G FOR 1.4 KM TO THE STATION ON
 DF9938'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9938'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9938'A 41-CM CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9938'THE HIGHWAY PAVEMENT. THE STATION IS 9.5 M WEST-NORTHWEST OF THE
 DF9938'CENTERLINE OF COUNTY HIGHWAY G, 43.2 M NORTHEAST OF TELEPHONE
 DF9938'PEDESTAL --2203--, AND 31.5 M SOUTHWEST OF A POWER POLE--E55 11419--.
 DF9938'---NOTE---THE STATION IS NORTHEAST, SOUTH-SOUTHWEST AND
 DF9938'NORTH-NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9938'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9938'ABOVE THE HORIZON.
 DF9938
 DF9938                          STATION RECOVERY (2006)
 DF9938
 DF9938'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9938'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE SOUTH OF A
 DF9938'DEAD END GRAVEL ROAD TO THE WEST.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9938'STATION IS A TREE TO THE SOUTHWEST EXTENDING TO 30 DEGREES AND
 DF9938'MULTIPLE ELECTRICAL WIRES TO THE SOUTHEAST EXTENDING TO 40 DEGREES
 DF9938'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9937 ***********************************************************************
 DF9937  DESIGNATION -  2J47
 DF9937  PID         -  DF9937
 DF9937  STATE/COUNTY-  WI/JEFFERSON
 DF9937  COUNTRY     -  US
 DF9937  USGS QUAD   -  WATERLOO (2018)
 DF9937
 DF9937                         *CURRENT SURVEY CONTROL
 DF9937  ______________________________________________________________________
 DF9937* NAD 83(1986) POSITION- 43 11 40.5    (N) 088 52 38.5    (W)   HD_HELD2
 DF9937* NAVD 88 ORTHO HEIGHT -   243.759 (meters)      799.73  (feet) ADJUSTED
 DF9937  ______________________________________________________________________
 DF9937  GEOID HEIGHT    -        -34.741 (meters)                     GEOID18
 DF9937  DYNAMIC HEIGHT  -        243.699 (meters)      799.54  (feet) COMP
 DF9937  MODELED GRAVITY -    980,365.6   (mgal)                       NAVD 88
 DF9937
 DF9937  VERT ORDER      -  SECOND    CLASS I
 DF9937
 DF9937.The horizontal coordinates were established by autonomous hand held GPS
 DF9937.observations and have an estimated accuracy of +/- 10 meters.
 DF9937
 DF9937.The orthometric height was determined by differential leveling and
 DF9937.adjusted by the WI DEPT OF TRANSP
 DF9937.in May 2012.
 DF9937
 DF9937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9937.GEOID18 height accuracy estimate available here.
 DF9937
 DF9937.Click photographs - Photos may exist for this station.
 DF9937
 DF9937.The dynamic height is computed by dividing the NAVD 88
 DF9937.geopotential number by the normal gravity value computed on the
 DF9937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9937.degrees latitude (g = 980.6199 gals.).
 DF9937
 DF9937.The modeled gravity was interpolated from observed gravity values.
 DF9937
 DF9937;                    North         East    Units  Estimated Accuracy
 DF9937;SPC WI S     -   133,321.      691,243.      MT  (+/- 10 meters HH2 GPS)
 DF9937
 DF9937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4746184134(NAD 83)
 DF9937
 DF9937                          SUPERSEDED SURVEY CONTROL
 DF9937
 DF9937  NAVD 88 (04/20/07)  243.736  (m)          799.66   (f) SUPERSEDED  2 1
 DF9937  NAVD 88 (02/25/04)  243.688  (m)          799.50   (f) SUPERSEDED  2 1
 DF9937
 DF9937.Superseded values are not recommended for survey control.
 DF9937
 DF9937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9937.See file dsdata.pdf to determine how the superseded data were derived.
 DF9937
 DF9937_MARKER: DD = SURVEY DISK
 DF9937_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9937_SP_SET: BRIDGE ABUTMENT
 DF9937_STAMPING: 2J47 2002
 DF9937_MARK LOGO: WIDT
 DF9937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9937+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 DF9937
 DF9937  HISTORY     - Date     Condition        Report By
 DF9937  HISTORY     - 2001     MONUMENTED       WIDT
 DF9937  HISTORY     - 20060913 GOOD             WIDT
 DF9937
 DF9937                          STATION DESCRIPTION
 DF9937
 DF9937'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9937'THE STATION IS LOCATED ABOUT 13 KM NORTH OF LAKE MILLS, 12 KM WEST OF
 DF9937'WATERTOWN, AND 9 KM EAST OF WATERLOO.  OWNERSHIP--WISCONSIN
 DF9937'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9937'OF STATE HIGHWAY 19 WITH STATE HIGHWAY 26 AT THE INTERSECTION OF WEST
 DF9937'MAIN STREET AND NORTH CHURCH STREET IN THE CITY OF WATERTOWN, GO WEST
 DF9937'ON STATE HIGHWAY 19 (WEST MAIN STREET) FOR 11.5 KM TO EAST HUBBLETON
 DF9937'ROAD ON THE LEFT, CONTINUE WEST ON STATE HIGHWAY 19 FOR 0.8 KM TO THE
 DF9937'BRIDGE OVER THE CRAWFISH RIVER AND THE STATION ON THE RIGHT.  THE
 DF9937'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9937'SURVEY CONTROL STATION DISK SET IN THE TOP OF A THE NORTH END OF THE
 DF9937'WEST ABUTMENT ABOUT 0.2 M ABOVE THE STREET PAVEMENT.  THE STATION IS
 DF9937'7.2 M NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 19, 0.3 KM EAST OF
 DF9937'COUNTY HIGHWAY G, 19.7 M NORTH OF A WOOD POST FOR A --NO PASSING
 DF9937'ZONE-- SIGN, AND 4.3 M EAST-NORTHEAST OF A WOOD POST FOR A --NO
 DF9937'PARKING ANY TIME-- SIGN.  ---NOTE---THE STATION IS 1.7 M EAST OF A
 DF9937'WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9937'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9937
 DF9937                          STATION RECOVERY (2006)
 DF9937
 DF9937'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9937'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN A DRILL HOLE
 DF9937'IN THE TOP OF THE WEST END OF THE NORTH BRIDGE PARAPET, 15.6 M NORTH
 DF9937'OF A --CRAWFISH RIVER, NO FISHING FROM BRIDGE-- WOOD SIGN POST, 6.6 M
 DF9937'EAST OF A --NO PARKING ANY TIME-- WOOD SIGN POST, 1.4 M WEST OF A
 DF9937'BRIDGE EXPANSION JOINT, 0.9 M (NOT 0.2 M) ABOVE THE ROAD PAVEMENT, AND
 DF9937'1.9 M EAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9936 ***********************************************************************
 DF9936  DESIGNATION -  2J48
 DF9936  PID         -  DF9936
 DF9936  STATE/COUNTY-  WI/JEFFERSON
 DF9936  COUNTRY     -  US
 DF9936  USGS QUAD   -  RICHWOOD (2018)
 DF9936
 DF9936                         *CURRENT SURVEY CONTROL
 DF9936  ______________________________________________________________________
 DF9936* NAD 83(1986) POSITION- 43 11 48.7    (N) 088 51 43.7    (W)   HD_HELD2
 DF9936* NAVD 88 ORTHO HEIGHT -   241.393 (meters)      791.97  (feet) ADJUSTED
 DF9936  ______________________________________________________________________
 DF9936  GEOID HEIGHT    -        -34.743 (meters)                     GEOID18
 DF9936  DYNAMIC HEIGHT  -        241.333 (meters)      791.77  (feet) COMP
 DF9936  MODELED GRAVITY -    980,365.6   (mgal)                       NAVD 88
 DF9936
 DF9936  VERT ORDER      -  SECOND    CLASS I
 DF9936
 DF9936.The horizontal coordinates were established by autonomous hand held GPS
 DF9936.observations and have an estimated accuracy of +/- 10 meters.
 DF9936
 DF9936.The orthometric height was determined by differential leveling and
 DF9936.adjusted by the WI DEPT OF TRANSP
 DF9936.in May 2012.
 DF9936
 DF9936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9936.GEOID18 height accuracy estimate available here.
 DF9936
 DF9936.Click photographs - Photos may exist for this station.
 DF9936
 DF9936.The dynamic height is computed by dividing the NAVD 88
 DF9936.geopotential number by the normal gravity value computed on the
 DF9936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9936.degrees latitude (g = 980.6199 gals.).
 DF9936
 DF9936.The modeled gravity was interpolated from observed gravity values.
 DF9936
 DF9936;                    North         East    Units  Estimated Accuracy
 DF9936;SPC WI S     -   133,591.      692,477.      MT  (+/- 10 meters HH2 GPS)
 DF9936
 DF9936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4870384359(NAD 83)
 DF9936
 DF9936                          SUPERSEDED SURVEY CONTROL
 DF9936
 DF9936  NAVD 88 (04/20/07)  241.370  (m)          791.89   (f) SUPERSEDED  2 1
 DF9936  NAVD 88 (02/25/04)  241.321  (m)          791.73   (f) SUPERSEDED  2 1
 DF9936
 DF9936.Superseded values are not recommended for survey control.
 DF9936
 DF9936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9936.See file dsdata.pdf to determine how the superseded data were derived.
 DF9936
 DF9936_MARKER: DD = SURVEY DISK
 DF9936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9936_STAMPING: 2J48 2002
 DF9936_MARK LOGO: WI-055
 DF9936_PROJECTION: FLUSH
 DF9936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9936+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 DF9936
 DF9936  HISTORY     - Date     Condition        Report By
 DF9936  HISTORY     - 2001     MONUMENTED       WI-055
 DF9936  HISTORY     - 20060919 GOOD             WIDT
 DF9936
 DF9936                          STATION DESCRIPTION
 DF9936
 DF9936'DESCRIBED BY JEFFERSON COUNTY WISCONSIN 2001 (DJH)
 DF9936'THIS STATION IS LOCATED ABOUT 15 KM NORTHWEST OF JOHNSON CREEK, 11 KM
 DF9936'WEST OF WATERTOWN, 10 KM EAST-NORTHEAST OF WATERLOO.
 DF9936'OWNERSHIP--JEFFERSON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9936'OF STATE HIGHWAY 19  WITH STATE HIGHWAY 89 SOUTH IN THE CITY OF
 DF9936'WATERLOO, GO EAST ON STATE HIGHWAY 19 FOR 11.2 KM TO COUNTY HIGHWAY
 DF9936'QQ ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY QQ FOR 0.1
 DF9936'KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE WISCONSIN
 DF9936'DEPARTMENT OF TRANSPORTAION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9936'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9936'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 7.8 M WEST
 DF9936'OF THE CENTERLINE OF COUNTY HIGHWAY QQ, 0.1 KM SOUTH OF PRIVATE
 DF9936'ENTRANCE --N105--, 62 M NORTH OF CENTERLINE OF STATE HIGHWAY 19, AND
 DF9936'4 M EAST OF CULTIVATED FIELD. ---NOTE---THE STATION IS EAST,
 DF9936'SOUTHWEST AND NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9936'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9936'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9936
 DF9936                          STATION RECOVERY (2006)
 DF9936
 DF9936'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9936'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 21.9 M NORTHWEST OF
 DF9936'POWER POLE --02-01681 45-5--.  ---NOTE1--- THE MONUMENT IS RECESSED 10
 DF9936'CM BELOW GROUND LEVEL.  ---NOTE2--- THE STATION IS SUBJECT TO FLOODING
 DF9936'AFTER HEAVY RAIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9935 ***********************************************************************
 DF9935  DESIGNATION -  2J49
 DF9935  PID         -  DF9935
 DF9935  STATE/COUNTY-  WI/JEFFERSON
 DF9935  COUNTRY     -  US
 DF9935  USGS QUAD   -  RICHWOOD (2018)
 DF9935
 DF9935                         *CURRENT SURVEY CONTROL
 DF9935  ______________________________________________________________________
 DF9935* NAD 83(1986) POSITION- 43 11 51.9    (N) 088 50 14.4    (W)   HD_HELD2
 DF9935* NAVD 88 ORTHO HEIGHT -   243.707 (meters)      799.56  (feet) ADJUSTED
 DF9935  ______________________________________________________________________
 DF9935  GEOID HEIGHT    -        -34.740 (meters)                     GEOID18
 DF9935  DYNAMIC HEIGHT  -        243.646 (meters)      799.36  (feet) COMP
 DF9935  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 DF9935
 DF9935  VERT ORDER      -  SECOND    CLASS I
 DF9935
 DF9935.The horizontal coordinates were established by autonomous hand held GPS
 DF9935.observations and have an estimated accuracy of +/- 10 meters.
 DF9935
 DF9935.The orthometric height was determined by differential leveling and
 DF9935.adjusted by the WI DEPT OF TRANSP
 DF9935.in May 2012.
 DF9935
 DF9935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9935.GEOID18 height accuracy estimate available here.
 DF9935
 DF9935.Click photographs - Photos may exist for this station.
 DF9935
 DF9935.The dynamic height is computed by dividing the NAVD 88
 DF9935.geopotential number by the normal gravity value computed on the
 DF9935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9935.degrees latitude (g = 980.6199 gals.).
 DF9935
 DF9935.The modeled gravity was interpolated from observed gravity values.
 DF9935
 DF9935;                    North         East    Units  Estimated Accuracy
 DF9935;SPC WI S     -   133,717.      694,492.      MT  (+/- 10 meters HH2 GPS)
 DF9935
 DF9935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5072184413(NAD 83)
 DF9935
 DF9935                          SUPERSEDED SURVEY CONTROL
 DF9935
 DF9935  NAVD 88 (04/20/07)  243.683  (m)          799.48   (f) SUPERSEDED  2 1
 DF9935  NAVD 88 (02/25/04)  243.635  (m)          799.33   (f) SUPERSEDED  2 1
 DF9935
 DF9935.Superseded values are not recommended for survey control.
 DF9935
 DF9935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9935.See file dsdata.pdf to determine how the superseded data were derived.
 DF9935
 DF9935_MARKER: DD = SURVEY DISK
 DF9935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9935_STAMPING: 2J49 2002
 DF9935_MARK LOGO: WI-055
 DF9935_PROJECTION: FLUSH
 DF9935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9935+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 DF9935
 DF9935  HISTORY     - Date     Condition        Report By
 DF9935  HISTORY     - 2001     MONUMENTED       WI-055
 DF9935  HISTORY     - 20060913 GOOD             WIDT
 DF9935
 DF9935                          STATION DESCRIPTION
 DF9935
 DF9935'DESCRIBED BY JEFFERSON COUNTY WISCONSIN 2001 (DJH)
 DF9935'THIS STATION IS LOCATED ABOUT 14 KM NORTHWEST OF JOHNSON CREEK 12 KM
 DF9935'EAST-NORTHEAST OF WATERLOO, 9 KM WEST OF WATERTOWN.
 DF9935'OWNERSHIP--JEFFERSON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9935'OF STATE HIGHWAY 19 EAST WITH STATE HIGHWAY 89 SOUTH IN THE CITY OF
 DF9935'WATERLOO, GO NORTH THEN EAST ON STATE HIGHWAY 19 FOR 12.8 KM TO
 DF9935'COUNTY HIGHWAY Q ON THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 19 FOR
 DF9935'0.3 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZEWISCONSIN
 DF9935'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9935'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9935'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 16.3 M
 DF9935'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 19, 25 M WEST OF THE
 DF9935'EXTENDED CENTERLINE OF RESA LANE, AND 3 M NORTH OF CULTIVATED FIELD.
 DF9935'---NOTE---THE STATION IS SOUTH, NORTHEAST AND NORTHWEST OF THREE
 DF9935'WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9935'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9935
 DF9935                          STATION RECOVERY (2006)
 DF9935
 DF9935'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9935'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 113 M
 DF9935'EAST-SOUTHEAST OF A --JCT COUNTY Q-- SIGN POST, 15.3 M WEST-NORTHWEST
 DF9935'OF THE TOP CENTER OF METAL ELECTRICAL BOX --75-U-1865--, 14.4 M
 DF9935'WEST-NORTHWEST OF A YELLOW METAL RIGHT-OF-WAY POST, AND 10.2 M WEST OF
 DF9935'THE CENTERLINE OF A FIELD ENTRANCE.  NOTE-- RESA LANE IS ALSO PRIVATE
 DF9935'ENTRANCE --W8952, W8954--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9934 ***********************************************************************
 DF9934  DESIGNATION -  2J50
 DF9934  PID         -  DF9934
 DF9934  STATE/COUNTY-  WI/DODGE
 DF9934  COUNTRY     -  US
 DF9934  USGS QUAD   -  RICHWOOD (2018)
 DF9934
 DF9934                         *CURRENT SURVEY CONTROL
 DF9934  ______________________________________________________________________
 DF9934* NAD 83(1986) POSITION- 43 11 54.4    (N) 088 47 14.4    (W)   HD_HELD2
 DF9934* NAVD 88 ORTHO HEIGHT -   255.672 (meters)      838.82  (feet) ADJUSTED
 DF9934  ______________________________________________________________________
 DF9934  GEOID HEIGHT    -        -34.731 (meters)                     GEOID18
 DF9934  DYNAMIC HEIGHT  -        255.608 (meters)      838.61  (feet) COMP
 DF9934  MODELED GRAVITY -    980,364.8   (mgal)                       NAVD 88
 DF9934
 DF9934  VERT ORDER      -  SECOND    CLASS I
 DF9934
 DF9934.The horizontal coordinates were established by autonomous hand held GPS
 DF9934.observations and have an estimated accuracy of +/- 10 meters.
 DF9934
 DF9934.The orthometric height was determined by differential leveling and
 DF9934.adjusted by the WI DEPT OF TRANSP
 DF9934.in May 2012.
 DF9934
 DF9934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9934.GEOID18 height accuracy estimate available here.
 DF9934
 DF9934.Click photographs - Photos may exist for this station.
 DF9934
 DF9934.The dynamic height is computed by dividing the NAVD 88
 DF9934.geopotential number by the normal gravity value computed on the
 DF9934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9934.degrees latitude (g = 980.6199 gals.).
 DF9934
 DF9934.The modeled gravity was interpolated from observed gravity values.
 DF9934
 DF9934;                    North         East    Units  Estimated Accuracy
 DF9934;SPC WI S     -   133,852.      698,554.      MT  (+/- 10 meters HH2 GPS)
 DF9934
 DF9934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5478584402(NAD 83)
 DF9934
 DF9934                          SUPERSEDED SURVEY CONTROL
 DF9934
 DF9934  NAVD 88 (04/20/07)  255.648  (m)          838.74   (f) SUPERSEDED  2 1
 DF9934  NAVD 88 (02/25/04)  255.600  (m)          838.58   (f) SUPERSEDED  2 1
 DF9934
 DF9934.Superseded values are not recommended for survey control.
 DF9934
 DF9934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9934.See file dsdata.pdf to determine how the superseded data were derived.
 DF9934
 DF9934_MARKER: DD = SURVEY DISK
 DF9934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9934_STAMPING: 2J50 2002
 DF9934_MARK LOGO: WIDT
 DF9934_PROJECTION: FLUSH
 DF9934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9934+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DF9934
 DF9934  HISTORY     - Date     Condition        Report By
 DF9934  HISTORY     - 2001     MONUMENTED       WIDT
 DF9934  HISTORY     - 20060613 GOOD             WIDT
 DF9934
 DF9934                          STATION DESCRIPTION
 DF9934
 DF9934'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9934'THE STATION IS LOCATED ABOUT 24 KM SOUTH-SOUTHEAST OF JUNEAU, 18 KM
 DF9934'EAST OF WATERLOO, AND 5 KM WEST OF WATERTOWN.  OWNERSHIP--TOWN OF
 DF9934'SHIELDS.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19
 DF9934'WITH STATE HIGHWAY 26 AT THE INTERSECTION OF MAIN STREET AND CHURCH
 DF9934'STREET IN THE CITY OF WATERTOWN, GO WEST ON STATE HIGHWAY 19 (MAIN
 DF9934'STREET) FOR 4.0 KM TO COUNTY HIGHWAY K ON THE RIGHT, CONTINUE WEST ON
 DF9934'STATE HIGHWAY 19 FOR 0.1 KM TO RICH ROAD ON THE RIGHT, TURN RIGHT AND
 DF9934'GO NORTH ON RICH ROAD FOR 0.1 KM TO THE STATION ON THE LEFT.  THE
 DF9934'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9934'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9934'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9934'HIGHWAY PAVEMENT.  THE STATION IS 16.9 M WEST OF THE CENTERLINE OF
 DF9934'RICH ROAD, 77 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 19, 53.4 M
 DF9934'NORTH-NORTHWEST OF THE WEST END OF A 65-CM DIAMETER CORRUGATED METAL
 DF9934'CULVERT PIPE, 28.8 M NORTH OF A METAL POST FOR AN AMERITECH --WARNING
 DF9934'UNDERGROUND CABLE-- SIGN, 10.7 M SOUTH OF A STEEL --R/W-- POST, AND 3
 DF9934'M EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST,
 DF9934'SOUTHWEST AND NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9934'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9934'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9934
 DF9934                          STATION RECOVERY (2006)
 DF9934
 DF9934'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9934'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DF9934'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9932 ***********************************************************************
 DF9932  DESIGNATION -  2J52
 DF9932  PID         -  DF9932
 DF9932  STATE/COUNTY-  WI/JEFFERSON
 DF9932  COUNTRY     -  US
 DF9932  USGS QUAD   -  WATERTOWN (2018)
 DF9932
 DF9932                         *CURRENT SURVEY CONTROL
 DF9932  ______________________________________________________________________
 DF9932* NAD 83(1986) POSITION- 43 11 47.84   (N) 088 43 28.18   (W)   HD_HELD1
 DF9932* NAVD 88 ORTHO HEIGHT -   248.996 (meters)      816.91  (feet) ADJUSTED
 DF9932  ______________________________________________________________________
 DF9932  GEOID HEIGHT    -        -34.720 (meters)                     GEOID18
 DF9932  DYNAMIC HEIGHT  -        248.934 (meters)      816.71  (feet) COMP
 DF9932  MODELED GRAVITY -    980,363.4   (mgal)                       NAVD 88
 DF9932
 DF9932  VERT ORDER      -  SECOND    CLASS I
 DF9932
 DF9932.The horizontal coordinates were determined by differentially corrected
 DF9932.hand held GPS observations or other comparable positioning techniques
 DF9932.and have an estimated accuracy of +/- 3 meters.
 DF9932
 DF9932.The orthometric height was determined by differential leveling and
 DF9932.adjusted by the WI DEPT OF TRANSP
 DF9932.in May 2012.
 DF9932
 DF9932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9932.GEOID18 height accuracy estimate available here.
 DF9932
 DF9932.Click photographs - Photos may exist for this station.
 DF9932
 DF9932.The dynamic height is computed by dividing the NAVD 88
 DF9932.geopotential number by the normal gravity value computed on the
 DF9932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9932.degrees latitude (g = 980.6199 gals.).
 DF9932
 DF9932.The modeled gravity was interpolated from observed gravity values.
 DF9932
 DF9932;                    North         East    Units  Estimated Accuracy
 DF9932;SPC WI S     -   133,725.9     703,663.3     MT  (+/- 3 meters HH1 GPS) 
 DF9932
 DF9932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5988684093(NAD 83)
 DF9932
 DF9932                          SUPERSEDED SURVEY CONTROL
 DF9932
 DF9932  NAVD 88 (04/20/07)  248.973  (m)          816.84   (f) SUPERSEDED  2 1
 DF9932  NAVD 88 (02/25/04)  248.926  (m)          816.68   (f) SUPERSEDED  2 1
 DF9932
 DF9932.Superseded values are not recommended for survey control.
 DF9932
 DF9932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9932.See file dsdata.pdf to determine how the superseded data were derived.
 DF9932
 DF9932_MARKER: DD = SURVEY DISK
 DF9932_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9932_SP_SET: BRIDGE ABUTMENT
 DF9932_STAMPING: 2J52 2002
 DF9932_MARK LOGO: WIDT
 DF9932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9932+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2016
 DF9932
 DF9932  HISTORY     - Date     Condition        Report By
 DF9932  HISTORY     - 2001     MONUMENTED       WIDT
 DF9932  HISTORY     - 20060912 GOOD             WIDT
 DF9932  HISTORY     - 20160915 GOOD             WIDT
 DF9932
 DF9932                          STATION DESCRIPTION
 DF9932
 DF9932'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9932'THE STATION IS LOCATED IN THE CITY OF WATERTOWN.
 DF9932'OWNERSHIP--JEFFERSON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9932'OF STATE HIGHWAY 19 WITH STATE HIGHWAY 26 AT THE INTERSECTION OF MAIN
 DF9932'STREET AND CHURCH STREET IN THE CITY OF WATERTOWN, GO NORTH ON STATE
 DF9932'HIGHWAY 26 (CHURCH STREET) FOR 0.2 KM TO WEST CADY STREET, TURN RIGHT
 DF9932'AND GO WEST ON WEST CADY STREET FOR 0.3 KM TO THE BRIDGE OVER THE
 DF9932'ROCK RIVER AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9932'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9932'STATION DISK SET IN THE TOP OF THE SOUTH END OF THE WEST BRIDGE
 DF9932'ABUTMENT ABOUT 0.2 M ABOVE THE STREET PAVEMENT.  THE STATION IS 6.1 M
 DF9932'SOUTH OF THE CENTERLINE OF WEST CADY STREET, 17.8 M SOUTHEAST OF
 DF9932'POWER POLE --45D37 386-15013--, AND 11.8 M EAST OF THE NORTHEAST
 DF9932'CORNER OF A BUILDING --103 WEST CADY STREET--.
 DF9932
 DF9932                          STATION RECOVERY (2006)
 DF9932
 DF9932'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9932'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M WEST OF AN
 DF9932'EXPANSION JOINT.
 DF9932
 DF9932                          STATION RECOVERY (2016)
 DF9932
 DF9932'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9932'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9931 ***********************************************************************
 DF9931  DESIGNATION -  2J53
 DF9931  PID         -  DF9931
 DF9931  STATE/COUNTY-  WI/JEFFERSON
 DF9931  COUNTRY     -  US
 DF9931  USGS QUAD   -  WATERTOWN (2018)
 DF9931
 DF9931                         *CURRENT SURVEY CONTROL
 DF9931  ______________________________________________________________________
 DF9931* NAD 83(1986) POSITION- 43 11 50.70   (N) 088 42 42.70   (W)   HD_HELD1
 DF9931* NAVD 88 ORTHO HEIGHT -   248.707 (meters)      815.97  (feet) ADJUSTED
 DF9931  ______________________________________________________________________
 DF9931  GEOID HEIGHT    -        -34.719 (meters)                     GEOID18
 DF9931  DYNAMIC HEIGHT  -        248.644 (meters)      815.76  (feet) COMP
 DF9931  MODELED GRAVITY -    980,363.5   (mgal)                       NAVD 88
 DF9931
 DF9931  VERT ORDER      -  SECOND    CLASS I
 DF9931
 DF9931.The horizontal coordinates were determined by differentially corrected
 DF9931.hand held GPS observations or other comparable positioning techniques
 DF9931.and have an estimated accuracy of +/- 3 meters.
 DF9931
 DF9931.The orthometric height was determined by differential leveling and
 DF9931.adjusted by the WI DEPT OF TRANSP
 DF9931.in May 2012.
 DF9931
 DF9931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9931.GEOID18 height accuracy estimate available here.
 DF9931
 DF9931.Click photographs - Photos may exist for this station.
 DF9931
 DF9931.The dynamic height is computed by dividing the NAVD 88
 DF9931.geopotential number by the normal gravity value computed on the
 DF9931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9931.degrees latitude (g = 980.6199 gals.).
 DF9931
 DF9931.The modeled gravity was interpolated from observed gravity values.
 DF9931
 DF9931;                    North         East    Units  Estimated Accuracy
 DF9931;SPC WI S     -   133,829.9     704,688.6     MT  (+/- 3 meters HH1 GPS) 
 DF9931
 DF9931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6091584160(NAD 83)
 DF9931
 DF9931                          SUPERSEDED SURVEY CONTROL
 DF9931
 DF9931  NAVD 88 (04/20/07)  248.683  (m)          815.89   (f) SUPERSEDED  2 1
 DF9931  NAVD 88 (02/25/04)  248.637  (m)          815.74   (f) SUPERSEDED  2 1
 DF9931
 DF9931.Superseded values are not recommended for survey control.
 DF9931
 DF9931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9931.See file dsdata.pdf to determine how the superseded data were derived.
 DF9931
 DF9931_MARKER: DD = SURVEY DISK
 DF9931_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9931_SP_SET: BRIDGE ABUTMENT
 DF9931_STAMPING: 2J53 2002
 DF9931_MARK LOGO: WIDT
 DF9931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9931+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2016
 DF9931
 DF9931  HISTORY     - Date     Condition        Report By
 DF9931  HISTORY     - 2001     MONUMENTED       WIDT
 DF9931  HISTORY     - 20060912 GOOD             WIDT
 DF9931  HISTORY     - 20160915 GOOD             WIDT
 DF9931
 DF9931                          STATION DESCRIPTION
 DF9931
 DF9931'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9931'THE STATION IS LOCATED IN THE CITY OF WATERTOWN.
 DF9931'OWNERSHIP--JEFFERSON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9931'OF STATE HIGHWAY 19 WITH STATE HIGHWAY 26 AT THE INTERSECTION OF MAIN
 DF9931'STREET AND CHURCH STREET IN THE CITY OF WATERTOWN, GO EAST ON STATE
 DF9931'HIGHWAY 19 (MAIN STREET) FOR 0.8 KM TO 8TH STREET, TURN LEFT AND GO
 DF9931'NORTH ON 8TH STREET FOR 0.4 KM TO COUNTY HIGHWAY CW (EAST DIVISION
 DF9931'STREET), TURN RIGHT AND GO EAST ON COUNTY HIGHWAY CW (EAST DIVISION
 DF9931'STREET) FOR 0.3 KM TO THE BRIDGE OVER THE ROCK RIVER AND THE STATION
 DF9931'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9931'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH
 DF9931'END OF THE WEST BRIDGE ABUTMENT ABOUT 0.2 M ABOVE THE STREET
 DF9931'PAVEMENT.  THE STATION IS 6.2 M NORTH OF THE CENTERLINE OF COUNTY
 DF9931'HIGHWAY CW (EAST DIVISION STREET), 19.5 M NORTHEAST OF POWER POLE
 DF9931'--55-4 67-22452--, AND 13.7 M EAST SOUTHEAST OF A FIRE HYDRANT.
 DF9931'---NOTE---THE STATION IS 1.0 M NORTHWEST OF A WHITE PLASTIC WITNESS
 DF9931'POST.
 DF9931
 DF9931                          STATION RECOVERY (2006)
 DF9931
 DF9931'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9931'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M
 DF9931'EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DF9931
 DF9931                          STATION RECOVERY (2016)
 DF9931
 DF9931'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9931'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9930 ***********************************************************************
 DF9930  DESIGNATION -  2J54
 DF9930  PID         -  DF9930
 DF9930  STATE/COUNTY-  WI/JEFFERSON
 DF9930  COUNTRY     -  US
 DF9930  USGS QUAD   -  WATERTOWN (2018)
 DF9930
 DF9930                         *CURRENT SURVEY CONTROL
 DF9930  ______________________________________________________________________
 DF9930* NAD 83(1986) POSITION- 43 10 33.48   (N) 088 40 21.79   (W)   HD_HELD1
 DF9930* NAVD 88 ORTHO HEIGHT -   259.004 (meters)      849.75  (feet) ADJUSTED
 DF9930  ______________________________________________________________________
 DF9930  GEOID HEIGHT    -        -34.676 (meters)                     GEOID18
 DF9930  DYNAMIC HEIGHT  -        258.939 (meters)      849.54  (feet) COMP
 DF9930  MODELED GRAVITY -    980,362.2   (mgal)                       NAVD 88
 DF9930
 DF9930  VERT ORDER      -  SECOND    CLASS I
 DF9930
 DF9930.The horizontal coordinates were determined by differentially corrected
 DF9930.hand held GPS observations or other comparable positioning techniques
 DF9930.and have an estimated accuracy of +/- 3 meters.
 DF9930
 DF9930.The orthometric height was determined by differential leveling and
 DF9930.adjusted by the WI DEPT OF TRANSP
 DF9930.in May 2012.
 DF9930
 DF9930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9930.GEOID18 height accuracy estimate available here.
 DF9930
 DF9930.Click photographs - Photos may exist for this station.
 DF9930
 DF9930.The dynamic height is computed by dividing the NAVD 88
 DF9930.geopotential number by the normal gravity value computed on the
 DF9930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9930.degrees latitude (g = 980.6199 gals.).
 DF9930
 DF9930.The modeled gravity was interpolated from observed gravity values.
 DF9930
 DF9930;                    North         East    Units  Estimated Accuracy
 DF9930;SPC WI S     -   131,497.2     707,907.4     MT  (+/- 3 meters HH1 GPS) 
 DF9930
 DF9930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6404781713(NAD 83)
 DF9930
 DF9930                          SUPERSEDED SURVEY CONTROL
 DF9930
 DF9930  NAVD 88 (04/20/07)  258.980  (m)          849.67   (f) SUPERSEDED  2 1
 DF9930  NAVD 88 (02/25/04)  258.937  (m)          849.53   (f) SUPERSEDED  2 1
 DF9930
 DF9930.Superseded values are not recommended for survey control.
 DF9930
 DF9930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9930.See file dsdata.pdf to determine how the superseded data were derived.
 DF9930
 DF9930_MARKER: DD = SURVEY DISK
 DF9930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9930_STAMPING: 2J54 2002
 DF9930_MARK LOGO: WIDT
 DF9930_PROJECTION: FLUSH
 DF9930_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9930+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DF9930
 DF9930  HISTORY     - Date     Condition        Report By
 DF9930  HISTORY     - 2001     MONUMENTED       WIDT
 DF9930  HISTORY     - 20060912 GOOD             WIDT
 DF9930
 DF9930                          STATION DESCRIPTION
 DF9930
 DF9930'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9930'THE STATION IS LOCATED ABOUT 28 KM EAST OF WATERLOO, 14 KM NORTHEAST
 DF9930'OF JOHNSON CREEK, AND 5 KM SOUTHEAST OF WATERTOWN.
 DF9930'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9930'STATION FROM THE JUNCTION OF STATE HIGHWAY 16 WITH STATE HIGHWAY 19
 DF9930'ABOUT 4 KM SOUTHEAST OF THE CITY OF WATERTOWN, GO SOUTHEAST ON STATE
 DF9930'HIGHWAY 16 FOR 0.5 KM TO GOPHER HILL ROAD, CONTINUE SOUTHEAST ON
 DF9930'STATE HIGHWAY 16 FOR 1.0 KM TO THE STATION ON THE LEFT. THE STATION
 DF9930'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9930'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9930'SET TO A DEPTH OF 2.1 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT. THE
 DF9930'STATION IS 11.6 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 16, AND 99
 DF9930'M WEST OF A 1.7 M HIGH BY 1.1 M WIDE CORRUGATED METAL CULVERT PIPE.
 DF9930'---NOTE---THE STATION IS SOUTH-SOUTHWEST, NORTHWEST AND
 DF9930'EAST-NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9930'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9930'ABOVE THE HORIZON.
 DF9930
 DF9930                          STATION RECOVERY (2006)
 DF9930
 DF9930'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9930'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.29 MILE NORTHWEST
 DF9930'OF ASH ROAD.  VISIBLE OBSTRUCTIONS AT THIS STATION IS A SINGLE TREE TO
 DF9930'THE SOUTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9929 ***********************************************************************
 DF9929  DESIGNATION -  2J55
 DF9929  PID         -  DF9929
 DF9929  STATE/COUNTY-  WI/JEFFERSON
 DF9929  COUNTRY     -  US
 DF9929  USGS QUAD   -  WATERTOWN (2018)
 DF9929
 DF9929                         *CURRENT SURVEY CONTROL
 DF9929  ______________________________________________________________________
 DF9929* NAD 83(1986) POSITION- 43 10 02.4    (N) 088 39 05.8    (W)   HD_HELD2
 DF9929* NAVD 88 ORTHO HEIGHT -   266.133 (meters)      873.14  (feet) ADJUSTED
 DF9929  ______________________________________________________________________
 DF9929  GEOID HEIGHT    -        -34.658 (meters)                     GEOID18
 DF9929  DYNAMIC HEIGHT  -        266.066 (meters)      872.92  (feet) COMP
 DF9929  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 DF9929
 DF9929  VERT ORDER      -  SECOND    CLASS I
 DF9929
 DF9929.The horizontal coordinates were established by autonomous hand held GPS
 DF9929.observations and have an estimated accuracy of +/- 10 meters.
 DF9929
 DF9929.The orthometric height was determined by differential leveling and
 DF9929.adjusted by the WI DEPT OF TRANSP
 DF9929.in May 2012.
 DF9929
 DF9929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9929.GEOID18 height accuracy estimate available here.
 DF9929
 DF9929.Click photographs - Photos may exist for this station.
 DF9929
 DF9929.The dynamic height is computed by dividing the NAVD 88
 DF9929.geopotential number by the normal gravity value computed on the
 DF9929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9929.degrees latitude (g = 980.6199 gals.).
 DF9929
 DF9929.The modeled gravity was interpolated from observed gravity values.
 DF9929
 DF9929;                    North         East    Units  Estimated Accuracy
 DF9929;SPC WI S     -   130,566.      709,639.      MT  (+/- 10 meters HH2 GPS)
 DF9929
 DF9929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6574480721(NAD 83)
 DF9929
 DF9929                          SUPERSEDED SURVEY CONTROL
 DF9929
 DF9929  NAVD 88 (04/20/07)  266.109  (m)          873.06   (f) SUPERSEDED  2 1
 DF9929  NAVD 88 (02/25/04)  266.068  (m)          872.92   (f) SUPERSEDED  2 1
 DF9929
 DF9929.Superseded values are not recommended for survey control.
 DF9929
 DF9929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9929.See file dsdata.pdf to determine how the superseded data were derived.
 DF9929
 DF9929_MARKER: DD = SURVEY DISK
 DF9929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9929_STAMPING: 2J55 2002
 DF9929_MARK LOGO: WIDT
 DF9929_PROJECTION: FLUSH
 DF9929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9929+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DF9929
 DF9929  HISTORY     - Date     Condition        Report By
 DF9929  HISTORY     - 2001     MONUMENTED       WIDT
 DF9929  HISTORY     - 20060912 GOOD             WIDT
 DF9929
 DF9929                          STATION DESCRIPTION
 DF9929
 DF9929'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9929'THE STATION IS LOCATED ABOUT 26 KM EAST OF WATERLOO, 14 KM NORTHEAST
 DF9929'OF JOHNSON CREEK, AND 7 KM SOUTHEAST OF WATERTOWN.
 DF9929'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9929'STATION FROM THE JUNCTION OF STATE HIGHWAY 16 WITH STATE HIGHWAY 19
 DF9929'ABOUT 4 KM SOUTHEAST OF THE CITY OF WATERTOWN, GO SOUTHEAST ON STATE
 DF9929'HIGHWAY 16 FOR 2.7 KM TO OVERLAND BEGGAN LANE ON THE LEFT, CONTINUE
 DF9929'SOUTHEAST ON STATE HIGHWAY 16 FOR 0.8 KM TO THE STATION ON THE LEFT.
 DF9929'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9929'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9929'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT 1.0 M BELOW
 DF9929'THE HIGHWAY PAVEMENT. THE STATION IS 13.0 M NORTH OF THE CENTERLINE
 DF9929'OF STATE HIGHWAY 16, 35.2 M SOUTH SOUTHWEST OF A WHITE AND ORANGE
 DF9929'PLASTIC WARNING POST FOR --UNDERGROUND CABLE--, 31 M SOUTH OF A
 DF9929'CULTIVATED FIELD, AND 20.6 M WEST OF A 64-CM DIAMETER CORRUGATED
 DF9929'METAL CULVERT PIPE.  ---NOTE---THE STATION IS EAST, WEST AND SOUTH OF
 DF9929'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9929'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DF9929'HORIZON.
 DF9929
 DF9929                          STATION RECOVERY (2006)
 DF9929
 DF9929'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9929'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.20 MILE NORTHWEST
 DF9929'OF HUSTISFORD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9928 ***********************************************************************
 DF9928  DESIGNATION -  2J56
 DF9928  PID         -  DF9928
 DF9928  STATE/COUNTY-  WI/JEFFERSON
 DF9928  COUNTRY     -  US
 DF9928  USGS QUAD   -  IXONIA (2018)
 DF9928
 DF9928                         *CURRENT SURVEY CONTROL
 DF9928  ______________________________________________________________________
 DF9928* NAD 83(1986) POSITION- 43 09 02.87   (N) 088 36 12.32   (W)   HD_HELD1
 DF9928* NAVD 88 ORTHO HEIGHT -   265.317 (meters)      870.46  (feet) ADJUSTED
 DF9928  ______________________________________________________________________
 DF9928  GEOID HEIGHT    -        -34.628 (meters)                     GEOID18
 DF9928  DYNAMIC HEIGHT  -        265.250 (meters)      870.24  (feet) COMP
 DF9928  MODELED GRAVITY -    980,361.3   (mgal)                       NAVD 88
 DF9928
 DF9928  VERT ORDER      -  SECOND    CLASS I
 DF9928
 DF9928.The horizontal coordinates were determined by differentially corrected
 DF9928.hand held GPS observations or other comparable positioning techniques
 DF9928.and have an estimated accuracy of +/- 3 meters.
 DF9928
 DF9928.The orthometric height was determined by differential leveling and
 DF9928.adjusted by the WI DEPT OF TRANSP
 DF9928.in May 2012.
 DF9928
 DF9928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9928.GEOID18 height accuracy estimate available here.
 DF9928
 DF9928.Click photographs - Photos may exist for this station.
 DF9928
 DF9928.The dynamic height is computed by dividing the NAVD 88
 DF9928.geopotential number by the normal gravity value computed on the
 DF9928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9928.degrees latitude (g = 980.6199 gals.).
 DF9928
 DF9928.The modeled gravity was interpolated from observed gravity values.
 DF9928
 DF9928;                    North         East    Units  Estimated Accuracy
 DF9928;SPC WI S     -   128,793.6     713,587.5     MT  (+/- 3 meters HH1 GPS) 
 DF9928
 DF9928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6962678808(NAD 83)
 DF9928
 DF9928                          SUPERSEDED SURVEY CONTROL
 DF9928
 DF9928  NAVD 88 (04/20/07)  265.293  (m)          870.38   (f) SUPERSEDED  2 1
 DF9928  NAVD 88 (02/25/04)  265.254  (m)          870.25   (f) SUPERSEDED  2 1
 DF9928
 DF9928.Superseded values are not recommended for survey control.
 DF9928
 DF9928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9928.See file dsdata.pdf to determine how the superseded data were derived.
 DF9928
 DF9928_MARKER: DD = SURVEY DISK
 DF9928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9928_STAMPING: 2J56 2002
 DF9928_MARK LOGO: WIDT
 DF9928_PROJECTION: FLUSH
 DF9928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9928+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 DF9928
 DF9928  HISTORY     - Date     Condition        Report By
 DF9928  HISTORY     - 2001     MONUMENTED       WIDT
 DF9928  HISTORY     - 20060911 GOOD             WIDT
 DF9928
 DF9928                          STATION DESCRIPTION
 DF9928
 DF9928'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9928'THE STATION IS LOCATED ABOUT 16 KM NORTHEAST OF JOHNSON CREEK,12 KM
 DF9928'SOUTHEAST OF WATERTOWN, AND 9 KM NORTHWEST OF OCONOMOWOC.
 DF9928'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9928'STATION FROM THE JUNCTION OF STATE HIGHWAY 16 WITH STATE HIGHWAY 19
 DF9928'ABOUT 4 KM SOUTHEAST OF THE CITY OF WATERTOWN, GO SOUTHEAST ON STATE
 DF9928'HIGHWAY 16 FOR 5.0 KM TO HAWTHORNE ROAD ON THE LEFT, CONTINUE
 DF9928'SOUTHEAST ON STATE HIGHWAY 16 FOR 0.2 KM TO THE STATION ON THE LEFT.
 DF9928'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9928'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9928'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW
 DF9928'THE HIGHWAY PAVEMENT.  THE STATION IS 13.5 M NORTH OF THE CENTERLINE
 DF9928'OF STATE HIGHWAY 16, 0.5 KM WEST OF NORTH STREET, AND 169 M EAST OF
 DF9928'THE CENTERLINE OF HAWTHORNE ROAD.  ---NOTE---THE STATION IS SOUTH,
 DF9928'EAST AND WEST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2--- THIS
 DF9928'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 DF9928'ABOVE THE HORIZON.
 DF9928
 DF9928                          STATION RECOVERY (2006)
 DF9928
 DF9928'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9928'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- FROM
 DF9928'THE JUNCTION OF STATE HIGHWAY 16 WITH COUNTY HIGHWAY F (AMERICAN
 DF9928'STREET) ON THE NORTH SIDE OF THE COMMUNITY OF IXONIA, GO NORTHWEST ON
 DF9928'STATE HIGHWAY 16 FOR 0.4 MILE TO NORTH STREET LEFT AND NORTH ROAD
 DF9928'RIGHT, CONTINUE WEST ON STATE HIGHWAY 16 FOR 0.3 MILE TO THE STATION
 DF9928'ON THE RIGHT.
 DF9928'ADD-- THE STATION IS 47 M NORTHEAST OF POWER POLE --59-4356 35-5--
 DF9928'WITH ONE GUY WIRE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6131 ***********************************************************************
 AI6131  DESIGNATION -  2J61
 AI6131  PID         -  AI6131
 AI6131  STATE/COUNTY-  WI/DODGE
 AI6131  COUNTRY     -  US
 AI6131  USGS QUAD   -  HORICON (2018)
 AI6131
 AI6131                         *CURRENT SURVEY CONTROL
 AI6131  ______________________________________________________________________
 AI6131* NAD 83(1986) POSITION- 43 24 59.3    (N) 088 41 51.8    (W)   HD_HELD2
 AI6131* NAVD 88 ORTHO HEIGHT -   287.195 (meters)      942.24  (feet) ADJUSTED
 AI6131  ______________________________________________________________________
 AI6131  GEOID HEIGHT    -        -35.080 (meters)                     GEOID18
 AI6131  DYNAMIC HEIGHT  -        287.126 (meters)      942.01  (feet) COMP
 AI6131  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 AI6131
 AI6131  VERT ORDER      -  SECOND    CLASS I
 AI6131
 AI6131.The horizontal coordinates were established by autonomous hand held GPS
 AI6131.observations and have an estimated accuracy of +/- 10 meters.
 AI6131
 AI6131.The orthometric height was determined by differential leveling and
 AI6131.adjusted by the WI DEPT OF TRANSP
 AI6131.in May 2012.
 AI6131
 AI6131.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6131.GEOID18 height accuracy estimate available here.
 AI6131
 AI6131.Click photographs - Photos may exist for this station.
 AI6131
 AI6131.The dynamic height is computed by dividing the NAVD 88
 AI6131.geopotential number by the normal gravity value computed on the
 AI6131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6131.degrees latitude (g = 980.6199 gals.).
 AI6131
 AI6131.The modeled gravity was interpolated from observed gravity values.
 AI6131
 AI6131;                    North         East    Units  Estimated Accuracy
 AI6131;SPC WI S     -   158,180.      705,458.      MT  (+/- 10 meters HH2 GPS)
 AI6131
 AI6131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6255808464(NAD 83)
 AI6131
 AI6131                          SUPERSEDED SURVEY CONTROL
 AI6131
 AI6131  NAVD 88 (04/20/07)  287.170  (m)          942.16   (f) SUPERSEDED  2 1
 AI6131  NAVD 88 (10/20/00)  287.154  (m)          942.10   (f) SUPERSEDED  2 1
 AI6131
 AI6131.Superseded values are not recommended for survey control.
 AI6131
 AI6131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6131.See file dsdata.pdf to determine how the superseded data were derived.
 AI6131
 AI6131_MARKER: DD = SURVEY DISK
 AI6131_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI6131_SP_SET: CONCRETE RETAINING WALL
 AI6131_STAMPING: 2J61 1999
 AI6131_MARK LOGO: WIDT
 AI6131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI6131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6131+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 AI6131
 AI6131  HISTORY     - Date     Condition        Report By
 AI6131  HISTORY     - 1999     MONUMENTED       WIDT
 AI6131  HISTORY     - 2003     GOOD             WIDT
 AI6131  HISTORY     - 20030816 GOOD             USPSQD
 AI6131  HISTORY     - 20040526 GOOD             WIDT
 AI6131  HISTORY     - 20060918 GOOD             USPSQD
 AI6131
 AI6131                          STATION DESCRIPTION
 AI6131
 AI6131'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6131'THE STATION IS LOCATED APROXIMATELY 43.5 KM (27.00 MI) WEST OF WEST
 AI6131'BEND, 11.3 KM (7.00 MI) SOUTHEAST OF BEAVER DAM IN JUNEAU AT THE DODGE
 AI6131'COUNTY HEALTH FACILITIES CLEARVIEW NORTH BUILDING. OWNERSHIP--DODGE
 AI6131'COUNTY.  TO REACH THE STATION FROM THE DODGE COUNTY COURT HOUSE AT THE
 AI6131'INTERSECTION OF STATE HIGHWAY 26 (MAIN STREET) AND COUNTY HIGHWAY W
 AI6131'WITH COUNTY HIGHWAY S (EAST CENTER STREET) IN THE CITY OF JUNEAU, GO
 AI6131'NORTH ON STATE HIGHWAY 26 (MAIN STREET) AND COUNTY HIGHWAY W FOR 0.2
 AI6131'KM (0.10 MI) TO COUNTY HIGHWAY W ON THE LEFT, CONTINUE NORTH ON STATE
 AI6131'HIGHWAY 26 0.6 KM (0.35 MI) TO COUNTY HIGHWAY DF AND HOME RD ON THE
 AI6131'RIGHT, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY DF AND HOME RD FOR
 AI6131'0.24 KM (0.15 MI) TO MAIN ENTRANCE DRIVEWAY OF CLEARVIEW NORTH
 AI6131'BUILDING ON LEFT, TURN LEFT GO NORTH ON THE MAIN ENTRANCE DRIVEWAY FOR
 AI6131'32 M (105.0 FT) TO THE STATION, THE STATION IS LOCATED ON CONCRETE
 AI6131'RETAINING WALL NORTHWEST OF MAIN ENTRANCE TO CLEARVIEW NORTH BUILDING.
 AI6131'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6131'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2J61 1999-- SET IN THE
 AI6131'TOP OF A CONCRETE RETAINING WALL PROJECTING APPROXIMATELY 0.3 M (1.0
 AI6131'FT) ABOVE THE GROUND AND ABOUT 2 M (6.6 FT) BELOW MAIN ENTRANCE
 AI6131'DRIVEWAY.  THE STATION IS 6.5 M (21.3 FT) NORTH-NORTHWEST OF THE
 AI6131'SOUTHWEST MASONRY CORNER SUPPORT OF THE MAIN ENTRY WAY, 32.9 M (107.9
 AI6131'FT) NORTH-NORTHEAST OF NORTHWEST LIGHT POLE OF MAIN ENTRANCE PARKING
 AI6131'LOT, 29.8 M (97.8 FT) NORTH-NORTHWEST OF FLAG POLE OF MAIN ENTRANCE
 AI6131'PARKING LOT, 15.4 M (50.5 FT) SOUTH-SOUTHEAST OF THE BOTTOM SOUTHEAST
 AI6131'CORNER MAINTENANCE DOOR (NORTHERN MOST) OF THE SOUTHSIDE RECESSED
 AI6131'COURTYARD. ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE A
 AI6131'BUILDING AND A TREE IN THREE QUADRANTS EXTENDING MORE THAN 85 DEGREES
 AI6131'ABOVE THE HORIZON.
 AI6131
 AI6131                          STATION RECOVERY (2003)
 AI6131
 AI6131'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 AI6131'RECOVERED AS DESCRIBED.
 AI6131
 AI6131                          STATION RECOVERY (2003)
 AI6131
 AI6131'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6131'RECOVERED IN GOOD CONDITION.  THE STATION IS ON TOP OF THE SOUTHERN
 AI6131'END OF THE LOWER OF TWO CONCRETE RETAINING WALLS.
 AI6131
 AI6131                          STATION RECOVERY (2004)
 AI6131
 AI6131'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (GRS)
 AI6131'RECOVERED AS DESCRIBED EXCEPT THE STATION POSITION IS 43 24 59N 088 41
 AI6131'52W.  THE STATION IS APPROXIMATELY 120 M NORTH OF THE CENTERLINE OF
 AI6131'HIGHWAY DF AND 1.7 M WEST OF THE WEST FACE OF A BUILDING WALL.
 AI6131
 AI6131                          STATION RECOVERY (2006)
 AI6131
 AI6131'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6132 ***********************************************************************
 AI6132  DESIGNATION -  2J62
 AI6132  PID         -  AI6132
 AI6132  STATE/COUNTY-  WI/DODGE
 AI6132  COUNTRY     -  US
 AI6132  USGS QUAD   -  HORICON (2018)
 AI6132
 AI6132                         *CURRENT SURVEY CONTROL
 AI6132  ______________________________________________________________________
 AI6132* NAD 83(2011) POSITION- 43 24 29.16395(N) 088 41 07.88789(W)   ADJUSTED
 AI6132* NAD 83(2011) ELLIP HT-   242.870 (meters)        (09/21/17)   ADJUSTED
 AI6132* NAD 83(2011) EPOCH   -  2010.00
 AI6132* NAVD 88 ORTHO HEIGHT -   277.925 (meters)      911.83  (feet) ADJUSTED
 AI6132  ______________________________________________________________________
 AI6132  GEOID HEIGHT    -        -35.058 (meters)                     GEOID18
 AI6132  NAD 83(2011) X  -    106,466.231 (meters)                     COMP
 AI6132  NAD 83(2011) Y  - -4,639,869.684 (meters)                     COMP
 AI6132  NAD 83(2011) Z  -  4,360,716.875 (meters)                     COMP
 AI6132  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 AI6132  DYNAMIC HEIGHT  -        277.858 (meters)      911.61  (feet) COMP
 AI6132  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 AI6132
 AI6132  VERT ORDER      -  SECOND    CLASS I
 AI6132
 AI6132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6132  Standards:
 AI6132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6132  -------------------------------------------------------------------
 AI6132  NETWORK    0.38   0.55           0.17   0.13   0.28     -0.16576154
 AI6132  -------------------------------------------------------------------
 AI6132  Click here for local accuracies and other accuracy information.
 AI6132
 AI6132.The horizontal coordinates were established by GPS observations
 AI6132.and adjusted by the WI DEPT OF TRANSP in September 2017.
 AI6132
 AI6132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6132.been affixed to the stable North American tectonic plate. See 
 AI6132.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6132
 AI6132.The horizontal coordinates are valid at the epoch date displayed above
 AI6132.which is a decimal equivalence of Year/Month/Day.
 AI6132
 AI6132.The orthometric height was determined by differential leveling and
 AI6132.adjusted by the WI DEPT OF TRANSP
 AI6132.in May 2012.
 AI6132
 AI6132.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6132.GEOID18 height accuracy estimate available here.
 AI6132
 AI6132.Click photographs - Photos may exist for this station.
 AI6132
 AI6132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6132
 AI6132.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6132
 AI6132.The ellipsoidal height was determined by GPS observations
 AI6132.and is referenced to NAD 83.
 AI6132
 AI6132.The dynamic height is computed by dividing the NAVD 88
 AI6132.geopotential number by the normal gravity value computed on the
 AI6132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6132.degrees latitude (g = 980.6199 gals.).
 AI6132
 AI6132.The modeled gravity was interpolated from observed gravity values.
 AI6132
 AI6132. The following values were computed from the NAD 83(2011) position.
 AI6132
 AI6132;                    North         East     Units Scale Factor Converg.
 AI6132;SPC WI S     -   157,265.623   706,459.933   MT  0.99993255   +0 54 11.4
 AI6132;SPC WI S     -   515,962.30  2,317,777.30   sFT  0.99993255   +0 54 11.4
 AI6132;UTM  16      - 4,807,515.005   363,527.287   MT  0.99982910   -1 09 30.4
 AI6132
 AI6132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6132!SPC WI S     -   0.99996192  x   0.99993255  =   0.99989447
 AI6132!UTM  16      -   0.99996192  x   0.99982910  =   0.99979102
 AI6132
 AI6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6352707515(NAD 83)
 AI6132
 AI6132                          SUPERSEDED SURVEY CONTROL
 AI6132
 AI6132  NAVD 88 (04/20/07)  277.900  (m)          911.74   (f) SUPERSEDED  2 1
 AI6132  NAVD 88 (10/20/00)  277.881  (m)          911.68   (f) SUPERSEDED  2 1
 AI6132
 AI6132.Superseded values are not recommended for survey control.
 AI6132
 AI6132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6132.See file dsdata.pdf to determine how the superseded data were derived.
 AI6132
 AI6132_MARKER: DD = SURVEY DISK
 AI6132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6132_STAMPING: 2J62 1999
 AI6132_MARK LOGO: WIDT
 AI6132_PROJECTION: FLUSH
 AI6132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6132+STABILITY: SURFACE MOTION
 AI6132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6132+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 AI6132
 AI6132  HISTORY     - Date     Condition        Report By
 AI6132  HISTORY     - 1999     MONUMENTED       WIDT
 AI6132  HISTORY     - 20030816 GOOD             USPSQD
 AI6132  HISTORY     - 20040621 GOOD             WIDT
 AI6132  HISTORY     - 20060908 GOOD             USPSQD
 AI6132  HISTORY     - 20160912 GOOD             WIDT
 AI6132
 AI6132                          STATION DESCRIPTION
 AI6132
 AI6132'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6132'THE STATION IS LOCATED APPROXIMATELY 12.9 KM (8.00 MI) SOUTHEAST OF
 AI6132'BEAVER DAM, AND 1.4 KM (0.85 MI) EAST OF JUNEAU.  OWNERSHIP--DODGE
 AI6132'COUNTY.  TO REACH THE STATION FROM THE DODGE COUNTY COURTHOUSE AT THE
 AI6132'INTERSECTION OF STATE HIGHWAY 26 (MAIN STREET) WITH COUNTY HIGHWAY S
 AI6132'(CENTER STREET) IN THE CITY OF JUNEAU, GO EAST ON COUNTY HIGHWAY S FOR
 AI6132'1.53 KM (0.95 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6132'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6132'DISK STAMPED --2J62 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6132'DIAMETER CONCRETE POST PROJECTING APPROXIMATELY 4 CM BELOW THE GROUND
 AI6132'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.1 M
 AI6132'(46.3 FT) NORTH OF THE CENTERLINE OF HIGHWAY S, 62.1 M (203.7 FT)
 AI6132'NORTHWEST OF THE TOP OF A 46 CM (18-INCH) DIAMETER CORRUGATED METAL
 AI6132'CULVERT PIPE, 31.0 M (101.7 FT) NORTH-NORTHWEST OF UTILITY POLE
 AI6132'--11-15-22 48/26--, 30.5 M (100.1 FT) WEST OF THE CENTERLINE FOR A
 AI6132'FIELD ENTRANCE, 20.5 M (67.3 FT) WEST-NORTHWEST OF A WOOD TRAFFIC SIGN
 AI6132'POST --SPEED ZONE AHEAD 35 MPH--, AND 0.5 M (1.6 FT) SOUTH OF A WHITE
 AI6132'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6132'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6132
 AI6132                          STATION RECOVERY (2003)
 AI6132
 AI6132'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6132'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 100 FEET EAST
 AI6132'OF THE DRIVEWAY TO -W5762- ON COUNTY HIGHWAY S.
 AI6132
 AI6132                          STATION RECOVERY (2004)
 AI6132
 AI6132'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6132'RECOVERED AS DESCRIBED AND TWO WHITE PLASTIC WITNESS POSTS ADDED.  THE
 AI6132'STATION IS NOW IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 AI6132'PLASTIC WITNESS POSTS.
 AI6132
 AI6132                          STATION RECOVERY (2006)
 AI6132
 AI6132'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6132'RECOVERED IN GOOD CONDITION.
 AI6132
 AI6132                          STATION RECOVERY (2016)
 AI6132
 AI6132'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6132'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6133 ***********************************************************************
 AI6133  DESIGNATION -  2J63
 AI6133  PID         -  AI6133
 AI6133  STATE/COUNTY-  WI/DODGE
 AI6133  COUNTRY     -  US
 AI6133  USGS QUAD   -  HORICON (2018)
 AI6133
 AI6133                         *CURRENT SURVEY CONTROL
 AI6133  ______________________________________________________________________
 AI6133* NAD 83(1986) POSITION- 43 24 28.7    (N) 088 40 00.6    (W)   HD_HELD2
 AI6133* NAVD 88 ORTHO HEIGHT -   266.835 (meters)      875.44  (feet) ADJUSTED
 AI6133  ______________________________________________________________________
 AI6133  GEOID HEIGHT    -        -35.046 (meters)                     GEOID18
 AI6133  DYNAMIC HEIGHT  -        266.771 (meters)      875.23  (feet) COMP
 AI6133  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 AI6133
 AI6133  VERT ORDER      -  SECOND    CLASS I
 AI6133
 AI6133.The horizontal coordinates were established by autonomous hand held GPS
 AI6133.observations and have an estimated accuracy of +/- 10 meters.
 AI6133
 AI6133.The orthometric height was determined by differential leveling and
 AI6133.adjusted by the WI DEPT OF TRANSP
 AI6133.in May 2012.
 AI6133
 AI6133.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6133.GEOID18 height accuracy estimate available here.
 AI6133
 AI6133.Click photographs - Photos may exist for this station.
 AI6133
 AI6133.The dynamic height is computed by dividing the NAVD 88
 AI6133.geopotential number by the normal gravity value computed on the
 AI6133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6133.degrees latitude (g = 980.6199 gals.).
 AI6133
 AI6133.The modeled gravity was interpolated from observed gravity values.
 AI6133
 AI6133;                    North         East    Units  Estimated Accuracy
 AI6133;SPC WI S     -   157,275.      707,974.      MT  (+/- 10 meters HH2 GPS)
 AI6133
 AI6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6504007470(NAD 83)
 AI6133
 AI6133                          SUPERSEDED SURVEY CONTROL
 AI6133
 AI6133  NAVD 88 (04/20/07)  266.810  (m)          875.36   (f) SUPERSEDED  2 1
 AI6133  NAVD 88 (10/20/00)  266.789  (m)          875.29   (f) SUPERSEDED  2 1
 AI6133
 AI6133.Superseded values are not recommended for survey control.
 AI6133
 AI6133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6133.See file dsdata.pdf to determine how the superseded data were derived.
 AI6133
 AI6133_MARKER: DD = SURVEY DISK
 AI6133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6133_STAMPING: 2J63 1999
 AI6133_MARK LOGO: WIDT
 AI6133_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6133+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 AI6133
 AI6133  HISTORY     - Date     Condition        Report By
 AI6133  HISTORY     - 1999     MONUMENTED       WIDT
 AI6133  HISTORY     - 20030816 GOOD             USPSQD
 AI6133  HISTORY     - 20040621 GOOD             WIDT
 AI6133  HISTORY     - 20060908 GOOD             USPSQD
 AI6133
 AI6133                          STATION DESCRIPTION
 AI6133
 AI6133'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6133'THE STATION IS LOCATED APPROXIMATELY 14.5 KM (9.00 MI) SOUTHEAST OF
 AI6133'BEAVER DAM, AND 2.98 KM (1.85 MI) EAST OF JUNEAU.  OWNERSHIP--DODGE
 AI6133'COUNTY.  TO REACH THE STATION FROM THE DODGE COUNTY COURTHOUSE AT THE
 AI6133'INTERSECTION OF STATE HIGHWAY 26 (MAIN STREET) WITH COUNTY HIGHWAY S
 AI6133'(CENTER STREET) IN THE CITY OF JUNEAU, GO EAST ON COUNTY HIGHWAY S FOR
 AI6133'2.98 KM (1.85 MI) TO LOVERS LANE, CONTINUE EAST ON COUNTY HIGHWAY S
 AI6133'FOR 10 M (32.8 FT) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI6133'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6133'STATION DISK STAMPED --2J63 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6133'DIAMETER CONCRETE POST PROJECTING APPROXIMATELY 6 CM BELOW THE GROUND
 AI6133'AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 AI6133'15.1 M (49.5 FT) NORTH OF THE CENTERLINE OF HIGHWAY S, 54.1 M (177.5
 AI6133'FT) EAST OF THE TOP OF THE NORTH END OF AN 81-CM (32-INCH) DIAMETER
 AI6133'CORREGATED METAL CULVERT PIPE, 41.3 M (135.5 FT) WEST-SOUTHWEST OF THE
 AI6133'TOP CENTER OF TELEPHONE CABLE PEDESTAL --200 51--, 29.4 M (96.5 FT)
 AI6133'NORTH OF A WOOD TRAFFIC SIGN POST --STOP--, 16.0 M (52.5 FT) EAST OF
 AI6133'THE TOP CENTER OF TELEPHONE CABLE PEDESTAL --46--, APPROXIMATELY 2.0 M
 AI6133'(6.6 FT) SOUTH OF CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH OF A
 AI6133'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6133'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6133
 AI6133                          STATION RECOVERY (2003)
 AI6133
 AI6133'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6133'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN LINE WITH THE
 AI6133'EXTENDED CENTERLINE OF LOVERS LANE.
 AI6133
 AI6133                          STATION RECOVERY (2004)
 AI6133
 AI6133'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6133'RECOVERED AS DESCRIBED AND TWO WHITE PLASTIC WITNESS POSTS ADDED.  THE
 AI6133'STATION IS NOW IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 AI6133'PLASTIC WITNESS POSTS.  CONCRETE POST IS 20 CM  BELOW THE GROUND.
 AI6133'STATION IS 16 M EAST OF THE TOP CENTER OF TELEPHONE CABLE PEDESTAL
 AI6133'--5404--.
 AI6133
 AI6133                          STATION RECOVERY (2006)
 AI6133
 AI6133'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6134 ***********************************************************************
 AI6134  DESIGNATION -  2J64
 AI6134  PID         -  AI6134
 AI6134  STATE/COUNTY-  WI/DODGE
 AI6134  COUNTRY     -  US
 AI6134  USGS QUAD   -  HORICON (2018)
 AI6134
 AI6134                         *CURRENT SURVEY CONTROL
 AI6134  ______________________________________________________________________
 AI6134* NAD 83(1986) POSITION- 43 24 58.6    (N) 088 38 40.4    (W)   HD_HELD2
 AI6134* NAVD 88 ORTHO HEIGHT -   264.497 (meters)      867.77  (feet) ADJUSTED
 AI6134  ______________________________________________________________________
 AI6134  GEOID HEIGHT    -        -35.043 (meters)                     GEOID18
 AI6134  DYNAMIC HEIGHT  -        264.434 (meters)      867.56  (feet) COMP
 AI6134  MODELED GRAVITY -    980,377.3   (mgal)                       NAVD 88
 AI6134
 AI6134  VERT ORDER      -  SECOND    CLASS I
 AI6134
 AI6134.The horizontal coordinates were established by autonomous hand held GPS
 AI6134.observations and have an estimated accuracy of +/- 10 meters.
 AI6134
 AI6134.The orthometric height was determined by differential leveling and
 AI6134.adjusted by the WI DEPT OF TRANSP
 AI6134.in May 2012.
 AI6134
 AI6134.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6134.GEOID18 height accuracy estimate available here.
 AI6134
 AI6134.Click photographs - Photos may exist for this station.
 AI6134
 AI6134.The dynamic height is computed by dividing the NAVD 88
 AI6134.geopotential number by the normal gravity value computed on the
 AI6134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6134.degrees latitude (g = 980.6199 gals.).
 AI6134
 AI6134.The modeled gravity was interpolated from observed gravity values.
 AI6134
 AI6134;                    North         East    Units  Estimated Accuracy
 AI6134;SPC WI S     -   158,227.      709,763.      MT  (+/- 10 meters HH2 GPS)
 AI6134
 AI6134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6686208356(NAD 83)
 AI6134
 AI6134                          SUPERSEDED SURVEY CONTROL
 AI6134
 AI6134  NAVD 88 (04/20/07)  264.471  (m)          867.69   (f) SUPERSEDED  2 1
 AI6134  NAVD 88 (10/20/00)  264.445  (m)          867.60   (f) SUPERSEDED  2 1
 AI6134
 AI6134.Superseded values are not recommended for survey control.
 AI6134
 AI6134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6134.See file dsdata.pdf to determine how the superseded data were derived.
 AI6134
 AI6134_MARKER: DD = SURVEY DISK
 AI6134_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI6134_SP_SET: TOP OF BRIDGE ABUTMENT
 AI6134_STAMPING: 2J64 1999
 AI6134_MARK LOGO: WIDT
 AI6134_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6134+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 AI6134
 AI6134  HISTORY     - Date     Condition        Report By
 AI6134  HISTORY     - 1999     MONUMENTED       WIDT
 AI6134  HISTORY     - 20030816 GOOD             USPSQD
 AI6134  HISTORY     - 20040621 GOOD             WIDT
 AI6134  HISTORY     - 20060908 GOOD             USPSQD
 AI6134
 AI6134                          STATION DESCRIPTION
 AI6134
 AI6134'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6134'THE STATION IS LOCATED APPROXIMATELY 16.1 KM (10.00 MI) SOUTHEAST OF
 AI6134'BEAVER DAM, AND 5.3 KM (3.30 MI) EAST OF JUNEAU.  OWNERSHIP--DODGE
 AI6134'COUNTY.  TO REACH THE STATION FROM THE DODGE COUNTY COURTHOUSE AT THE
 AI6134'INTERSECTION OF STATE HIGHWAY 26 (MAIN STREET) WITH COUNTY HIGHWAY S
 AI6134'(CENTER STREET) IN THE CITY OF JUNEAU, GO EAST ON COUNTY HIGHWAY S FOR
 AI6134'3.94 KM (2.45 MI) TO ST.  HELENA ROAD, CONTINUE EAST ON COUNTY HIGHWAY
 AI6134'S FOR 1.85 KM (1.15 MI) TO THE BRIDGE OVER THE ROCK RIVER AND THE
 AI6134'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6134'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2J64
 AI6134'1999-- SET IN THE TOP OF A BRIDGE ABUTMENT FLUSH WITH THE GROUND AND
 AI6134'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.0 M (16.4 FT)
 AI6134'NORTHEAST OF THE CENTERLINE OF HIGHWAY S, 43.1 M (141.4 FT)
 AI6134'WEST-NORTHWEST OF UTILITY POLE --11-15-13 51/3--, 42 M (137.8 FT)
 AI6134'EAST-NORTHEAST OF UTILITY POLE --11-15-13 49/4--, 35.2 M (115.5 FT)
 AI6134'EAST-SOUTHEAST OF UTILITY POLE --11-15E-13 4905--, 0.2 M (0.7 FT)
 AI6134'NORTH-NORTHEAST OF NORTHWEST CORNER POST OF COUNTY HIGHWAY S BRIDGE
 AI6134'OVER ROCK RIVER.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE
 AI6134'TREES APPROXIMATELY 30.5 M (100.1 FT) NORTH OF STATION EXTENDING TO 25
 AI6134'DEGREES ABOVE THE HORIZON, POWER LINES IN THE SOUTHEAST QUADRANT
 AI6134'EXTENDING TO 30 DEGREES ABOVE THE HORIZON INTO THE SOUTHWEST QUADRANT,
 AI6134'BRIDGE NARROW SIGN APPROXIMATELY 1 M (3.3 FT) WEST-NORTHWEST OF
 AI6134'STATION EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 AI6134
 AI6134                          STATION RECOVERY (2003)
 AI6134
 AI6134'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6134'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON TOP OF THE NORTH
 AI6134'END OF THE WEST ABUTMENT.
 AI6134
 AI6134                          STATION RECOVERY (2004)
 AI6134
 AI6134'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6134'RECOVERED AS DESCRIBED.
 AI6134
 AI6134                          STATION RECOVERY (2006)
 AI6134
 AI6134'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6135 ***********************************************************************
 AI6135  DESIGNATION -  2J65
 AI6135  PID         -  AI6135
 AI6135  STATE/COUNTY-  WI/DODGE
 AI6135  COUNTRY     -  US
 AI6135  USGS QUAD   -  HORICON (2018)
 AI6135
 AI6135                         *CURRENT SURVEY CONTROL
 AI6135  ______________________________________________________________________
 AI6135* NAD 83(1986) POSITION- 43 24 55.0    (N) 088 37 31.3    (W)   HD_HELD2
 AI6135* NAVD 88 ORTHO HEIGHT -   269.752 (meters)      885.01  (feet) ADJUSTED
 AI6135  ______________________________________________________________________
 AI6135  GEOID HEIGHT    -        -35.026 (meters)                     GEOID18
 AI6135  DYNAMIC HEIGHT  -        269.689 (meters)      884.80  (feet) COMP
 AI6135  MODELED GRAVITY -    980,379.2   (mgal)                       NAVD 88
 AI6135
 AI6135  VERT ORDER      -  SECOND    CLASS I
 AI6135
 AI6135.The horizontal coordinates were established by autonomous hand held GPS
 AI6135.observations and have an estimated accuracy of +/- 10 meters.
 AI6135
 AI6135.The orthometric height was determined by differential leveling and
 AI6135.adjusted by the WI DEPT OF TRANSP
 AI6135.in May 2012.
 AI6135
 AI6135.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6135.GEOID18 height accuracy estimate available here.
 AI6135
 AI6135.Click photographs - Photos may exist for this station.
 AI6135
 AI6135.The dynamic height is computed by dividing the NAVD 88
 AI6135.geopotential number by the normal gravity value computed on the
 AI6135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6135.degrees latitude (g = 980.6199 gals.).
 AI6135
 AI6135.The modeled gravity was interpolated from observed gravity values.
 AI6135
 AI6135;                    North         East    Units  Estimated Accuracy
 AI6135;SPC WI S     -   158,141.      711,319.      MT  (+/- 10 meters HH2 GPS)
 AI6135
 AI6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6841408215(NAD 83)
 AI6135
 AI6135                          SUPERSEDED SURVEY CONTROL
 AI6135
 AI6135  NAVD 88 (04/20/07)  269.727  (m)          884.93   (f) SUPERSEDED  2 1
 AI6135  NAVD 88 (10/20/00)  269.698  (m)          884.83   (f) SUPERSEDED  2 1
 AI6135
 AI6135.Superseded values are not recommended for survey control.
 AI6135
 AI6135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6135.See file dsdata.pdf to determine how the superseded data were derived.
 AI6135
 AI6135_MARKER: DD = SURVEY DISK
 AI6135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6135_STAMPING: 2J65 1999
 AI6135_MARK LOGO: WIDT
 AI6135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6135+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 AI6135
 AI6135  HISTORY     - Date     Condition        Report By
 AI6135  HISTORY     - 1999     MONUMENTED       WIDT
 AI6135  HISTORY     - 20030816 GOOD             USPSQD
 AI6135  HISTORY     - 20040621 GOOD             WIDT
 AI6135  HISTORY     - 20060908 GOOD             USPSQD
 AI6135
 AI6135                          STATION DESCRIPTION
 AI6135
 AI6135'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6135'THE STATION IS LOCATED APPROXIMATELY 35.4 KM (22.00 MI) WEST OF WEST
 AI6135'BEND, 17.7 KM (11.00 MI) SOUTHEAST OF BEAVER DAM, AND 6.9 KM (4.30 MI)
 AI6135'EAST OF JUNEAU.  OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM
 AI6135'THE DODGE COUNTY COURTHOUSE AT THE INTERSECTION OF STATE HIGHWAY 26
 AI6135'(MAIN STREET) WITH COUNTY HIGHWAY S (CENTER STREET) IN THE CITY OF
 AI6135'JUNEAU, GO EAST ON COUNTY HIGHWAY S FOR 6.84 KM (4.25 MI) TO COUNTY
 AI6135'HIGHWAY E ON THE LEFT, CONTINUE EAST ON COUNTY HIGHWAYS S AND E FOR
 AI6135'0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI6135'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6135'STATION DISK STAMPED --2J65 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6135'DIAMETER CONCRETE POST PROJECTING ABOUT 2 CM BELOW THE GROUND AND
 AI6135'ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 11.5
 AI6135'M (37.7 FT) SOUTH OF THE CENTERLINE OF HIGHWAY S AND E, 107.1 M (351.4
 AI6135'FT) EAST OF THE TOP CENTER OF TELEPHONE CABLE PEDESTAL --400-60--,
 AI6135'136.8 M (448.8 FT) WEST OF POWER POLE --11-16-19 43/54--, 31.0 M
 AI6135'(101.7 FT) WEST-SOUTHWEST OF A WOOD SIGN POST --JUNEAU HORICON--,
 AI6135'APPROXIMATELY 4.0 M (13.1 FT) NORTH OF EDGE OF CULTIVATED FIELD, AND 1
 AI6135'M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI6135'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI6135'ABOVE THE HORIZON..
 AI6135
 AI6135                          STATION RECOVERY (2003)
 AI6135
 AI6135'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6135'RECOVERED IN GOOD CONDITION.
 AI6135
 AI6135                          STATION RECOVERY (2004)
 AI6135
 AI6135'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6135'RECOVERED AS DESCRIBED AND TWO WHITE PLASTIC WITNESS POSTS ADDED.  THE
 AI6135'STATION IS NOW IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 AI6135'PLASTIC WITNESS POSTS.
 AI6135
 AI6135                          STATION RECOVERY (2006)
 AI6135
 AI6135'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6136 ***********************************************************************
 AI6136  DESIGNATION -  2J66
 AI6136  PID         -  AI6136
 AI6136  STATE/COUNTY-  WI/DODGE
 AI6136  COUNTRY     -  US
 AI6136  USGS QUAD   -  MAYVILLE SOUTH (2018)
 AI6136
 AI6136                         *CURRENT SURVEY CONTROL
 AI6136  ______________________________________________________________________
 AI6136* NAD 83(1986) POSITION- 43 24 52.2    (N) 088 34 51.5    (W)   HD_HELD2
 AI6136* NAVD 88 ORTHO HEIGHT -   264.865 (meters)      868.98  (feet) ADJUSTED
 AI6136  ______________________________________________________________________
 AI6136  GEOID HEIGHT    -        -34.996 (meters)                     GEOID18
 AI6136  DYNAMIC HEIGHT  -        264.804 (meters)      868.78  (feet) COMP
 AI6136  MODELED GRAVITY -    980,382.5   (mgal)                       NAVD 88
 AI6136
 AI6136  VERT ORDER      -  SECOND    CLASS I
 AI6136
 AI6136.The horizontal coordinates were established by autonomous hand held GPS
 AI6136.observations and have an estimated accuracy of +/- 10 meters.
 AI6136
 AI6136.The orthometric height was determined by differential leveling and
 AI6136.adjusted by the WI DEPT OF TRANSP
 AI6136.in May 2012.
 AI6136
 AI6136.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6136.GEOID18 height accuracy estimate available here.
 AI6136
 AI6136.Click photographs - Photos may exist for this station.
 AI6136
 AI6136.The dynamic height is computed by dividing the NAVD 88
 AI6136.geopotential number by the normal gravity value computed on the
 AI6136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6136.degrees latitude (g = 980.6199 gals.).
 AI6136
 AI6136.The modeled gravity was interpolated from observed gravity values.
 AI6136
 AI6136;                    North         East    Units  Estimated Accuracy
 AI6136;SPC WI S     -   158,115.      714,915.      MT  (+/- 10 meters HH2 GPS)
 AI6136
 AI6136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7200608059(NAD 83)
 AI6136
 AI6136                          SUPERSEDED SURVEY CONTROL
 AI6136
 AI6136  NAVD 88 (04/20/07)  264.840  (m)          868.90   (f) SUPERSEDED  2 1
 AI6136  NAVD 88 (10/20/00)  264.806  (m)          868.78   (f) SUPERSEDED  2 1
 AI6136
 AI6136.Superseded values are not recommended for survey control.
 AI6136
 AI6136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6136.See file dsdata.pdf to determine how the superseded data were derived.
 AI6136
 AI6136_MARKER: DD = SURVEY DISK
 AI6136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6136_STAMPING: 2J66 1999
 AI6136_MARK LOGO: WIDT
 AI6136_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6136+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 AI6136
 AI6136  HISTORY     - Date     Condition        Report By
 AI6136  HISTORY     - 1999     MONUMENTED       WIDT
 AI6136  HISTORY     - 20030807 GOOD             USPSQD
 AI6136  HISTORY     - 20040621 GOOD             WIDT
 AI6136  HISTORY     - 20060908 GOOD             USPSQD
 AI6136
 AI6136                          STATION DESCRIPTION
 AI6136
 AI6136'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6136'THE STATION IS LOCATED APPROXIMATELY 19.3 KM (12.00 MI) SOUTHEAST OF
 AI6136'BEAVER DAM, AND 6.4 KM (3.95 MI) SOUTHWEST OF MAYVILLE.
 AI6136'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6136'STATE HIGHWAY 33 WITH STATE HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95 MI)
 AI6136'SOUTH OF THE CITY OF MAYVILLE, GO SOUTH ON STATE HIGHWAY 67 FOR 3.2 KM
 AI6136'(2.00 MI) TO COUNTY HIGHWAY S ON THE RIGHT, TURN RIGHT AND GO WEST ON
 AI6136'COUNTY HIGHWAY S FOR 1.6 KM (1.00 MI) TO COUNTY HIGHWAY V CONTINUE
 AI6136'WEST ON COUNTY HIGHWAY S FOR 1.6 KM (1.00 MI) TO THE STATION ON THE
 AI6136'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6136'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2J66 1999-- SET IN THE
 AI6136'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI6136'AND ABOUT 1.0 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 AI6136'13.4 M (44.0 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY S, 64.4 M
 AI6136'(211.3 FT) EAST-SOUTHEAST OF METAL POST FOR --R/W-- SIGN, 50.6 M
 AI6136'(166.0 FT) NORTH-NORTHWEST OF UTILITY POLE --E56-19301 40-5--, 11.5 M
 AI6136'(37.7 FT) EAST OF YELLOW --DODGE COUNTY HIGHWAY SURVEY MARKER-- POST,
 AI6136'5.1 M (16.7 FT) SOUTH OF EAST/WEST BARBED WIRE FENCE LINE, AND 1 M
 AI6136'(3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE ---THIS
 AI6136'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI6136'ABOVE THE HORIZON.
 AI6136
 AI6136                          STATION RECOVERY (2003)
 AI6136
 AI6136'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6136'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 190 FEET EAST
 AI6136'OF THE EXTENDED CENTERLINE OF THE DRIVEWAY TO --W3695 CTH S-- AND 19.0
 AI6136'FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE.  CORRECTION TO 1999
 AI6136'DESCRIPTION-- THE STATION IS 13.4 M (44.0 FT) NORTH (NOT SOUTH) OF THE
 AI6136'CENTERLINE OF COUNTY HIGHWAY S.
 AI6136
 AI6136                          STATION RECOVERY (2004)
 AI6136
 AI6136'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6136'RECOVERED AS DESCRIBED AND TWO WHITE PLASTIC WITNESS POSTS ADDED.  THE
 AI6136'STATION IS NOW IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 AI6136'PLASTIC WITNESS POSTS.  THE STATION IS NORTH (NOT EAST) OF THE
 AI6136'CENTERLINE OF COUNTY HIGHWAY S.  DODGE COUNTY HIGHWAY YELLOW SURVEY
 AI6136'MARKER POST NOT FOUND.  DISK IS SCRATCHED, APPEARS TO HAVE BEEN HIT BY
 AI6136'A MOWER.
 AI6136
 AI6136                          STATION RECOVERY (2006)
 AI6136
 AI6136'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6137 ***********************************************************************
 AI6137  DESIGNATION -  2J67
 AI6137  PID         -  AI6137
 AI6137  STATE/COUNTY-  WI/DODGE
 AI6137  COUNTRY     -  US
 AI6137  USGS QUAD   -  MAYVILLE SOUTH (2018)
 AI6137
 AI6137                         *CURRENT SURVEY CONTROL
 AI6137  ______________________________________________________________________
 AI6137* NAD 83(1986) POSITION- 43 24 52.1    (N) 088 33 47.1    (W)   HD_HELD2
 AI6137* NAVD 88 ORTHO HEIGHT -   266.922 (meters)      875.73  (feet) ADJUSTED
 AI6137  ______________________________________________________________________
 AI6137  GEOID HEIGHT    -        -34.984 (meters)                     GEOID18
 AI6137  DYNAMIC HEIGHT  -        266.860 (meters)      875.52  (feet) COMP
 AI6137  MODELED GRAVITY -    980,382.9   (mgal)                       NAVD 88
 AI6137
 AI6137  VERT ORDER      -  SECOND    CLASS I
 AI6137
 AI6137.The horizontal coordinates were established by autonomous hand held GPS
 AI6137.observations and have an estimated accuracy of +/- 10 meters.
 AI6137
 AI6137.The orthometric height was determined by differential leveling and
 AI6137.adjusted by the WI DEPT OF TRANSP
 AI6137.in May 2012.
 AI6137
 AI6137.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6137.GEOID18 height accuracy estimate available here.
 AI6137
 AI6137.Click photographs - Photos may exist for this station.
 AI6137
 AI6137.The dynamic height is computed by dividing the NAVD 88
 AI6137.geopotential number by the normal gravity value computed on the
 AI6137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6137.degrees latitude (g = 980.6199 gals.).
 AI6137
 AI6137.The modeled gravity was interpolated from observed gravity values.
 AI6137
 AI6137;                    North         East    Units  Estimated Accuracy
 AI6137;SPC WI S     -   158,137.      716,363.      MT  (+/- 10 meters HH2 GPS)
 AI6137
 AI6137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7345408029(NAD 83)
 AI6137
 AI6137                          SUPERSEDED SURVEY CONTROL
 AI6137
 AI6137  NAVD 88 (04/20/07)  266.896  (m)          875.64   (f) SUPERSEDED  2 1
 AI6137  NAVD 88 (10/20/00)  266.860  (m)          875.52   (f) SUPERSEDED  2 1
 AI6137
 AI6137.Superseded values are not recommended for survey control.
 AI6137
 AI6137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6137.See file dsdata.pdf to determine how the superseded data were derived.
 AI6137
 AI6137_MARKER: DD = SURVEY DISK
 AI6137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6137_STAMPING: 2J67 1999
 AI6137_MARK LOGO: WIDT
 AI6137_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6137+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 AI6137
 AI6137  HISTORY     - Date     Condition        Report By
 AI6137  HISTORY     - 1999     MONUMENTED       WIDT
 AI6137  HISTORY     - 20030807 GOOD             USPSQD
 AI6137  HISTORY     - 20040621 GOOD             WIDT
 AI6137  HISTORY     - 20060908 GOOD             USPSQD
 AI6137
 AI6137                          STATION DESCRIPTION
 AI6137
 AI6137'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6137'THE STATION IS LOCATED APPROXIMATELY 20.9 KM (13.00 MI) SOUTHEAST OF
 AI6137'BEAVER DAM, AND 8.9 KM (5.55 MI) SOUTHEAST OF MAYVILLE.
 AI6137'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6137'STATE HIGHWAY 33 WITH STATE HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95 MI)
 AI6137'SOUTH OF THE CITY OF MAYVILLE, GO SOUTH ON STATE HIGHWAY 67 FOR 3.2 KM
 AI6137'(2.00 MI) TO COUNTY HIGHWAY S ON THE RIGHT, TURN RIGHT AND GO WEST ON
 AI6137'COUNTY HIGHWAY S FOR 1.6 KM (1.00 MI) TO COUNTY HIGHWAY V CONTINUE
 AI6137'WEST ON COUNTY HIGHWAY S FOR 0.2 KM (0.10 MI) TO THE STATION ON THE
 AI6137'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6137'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2J67 1999-- SET IN THE
 AI6137'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI6137'AND ABOUT 0.5 M (1.6 FT) BELOW HIGHWAY PAVEMENT.  THE STATION IS 53.3
 AI6137'M (174.9 FT) NORTH-NORTHWEST OF UTILITY --POLE E56-1784--, 20.2 M
 AI6137'(66.3 FT) WEST OF CENTERLINE OF CEDAR ROAD, 55.1 M (180.8 FT)
 AI6137'NORTHEAST OF UTILITY POLE --69-30983 40-4--, 37.5 M (123.0 FT)
 AI6137'NORTHWEST OF THE CENTERLINE OF A FIELD ENTRANCE, 2.0 M (6.6 FT) SOUTH
 AI6137'OF A CULTIVATED FIELD, 1.4 M (4.6 FT) SOUTH OF YELLOW WOOD FENCE POST
 AI6137'OF EAST/WEST FENCE LINE, 1 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS
 AI6137'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI6137'HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 AI6137
 AI6137                          STATION RECOVERY (2003)
 AI6137
 AI6137'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6137'RECOVERED IN GOOD CONDITION.
 AI6137
 AI6137                          STATION RECOVERY (2004)
 AI6137
 AI6137'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6137'RECOVERED AS DESCRIBED AND TWO WHITE PLASTIC WITNESS POSTS ADDED.  THE
 AI6137'STATION IS NOW IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 AI6137'PLASTIC WITNESS POSTS.  COUNTY ROAD V IS ALSO NAMED CEDAR ROAD. THE
 AI6137'STATION IS 100 M WEST OF THE CENTERLINE OF CEDAR ROAD.  UTILITY POLE
 AI6137'--E56 1784-- IS NOW NUMBERED --E56 17841--.
 AI6137
 AI6137                          STATION RECOVERY (2006)
 AI6137
 AI6137'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6138 ***********************************************************************
 AI6138  DESIGNATION -  2J68
 AI6138  PID         -  AI6138
 AI6138  STATE/COUNTY-  WI/DODGE
 AI6138  COUNTRY     -  US
 AI6138  USGS QUAD   -  MAYVILLE SOUTH (2018)
 AI6138
 AI6138                         *CURRENT SURVEY CONTROL
 AI6138  ______________________________________________________________________
 AI6138* NAD 83(1986) POSITION- 43 24 50.9    (N) 088 32 39.7    (W)   HD_HELD2
 AI6138* NAVD 88 ORTHO HEIGHT -   287.126 (meters)      942.01  (feet) ADJUSTED
 AI6138  ______________________________________________________________________
 AI6138  GEOID HEIGHT    -        -34.969 (meters)                     GEOID18
 AI6138  DYNAMIC HEIGHT  -        287.060 (meters)      941.80  (feet) COMP
 AI6138  MODELED GRAVITY -    980,383.0   (mgal)                       NAVD 88
 AI6138
 AI6138  VERT ORDER      -  SECOND    CLASS I
 AI6138
 AI6138.The horizontal coordinates were established by autonomous hand held GPS
 AI6138.observations and have an estimated accuracy of +/- 10 meters.
 AI6138
 AI6138.The orthometric height was determined by differential leveling and
 AI6138.adjusted by the WI DEPT OF TRANSP
 AI6138.in May 2012.
 AI6138
 AI6138.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6138.GEOID18 height accuracy estimate available here.
 AI6138
 AI6138.Click photographs - Photos may exist for this station.
 AI6138
 AI6138.The dynamic height is computed by dividing the NAVD 88
 AI6138.geopotential number by the normal gravity value computed on the
 AI6138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6138.degrees latitude (g = 980.6199 gals.).
 AI6138
 AI6138.The modeled gravity was interpolated from observed gravity values.
 AI6138
 AI6138;                    North         East    Units  Estimated Accuracy
 AI6138;SPC WI S     -   158,126.      717,880.      MT  (+/- 10 meters HH2 GPS)
 AI6138
 AI6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7496907964(NAD 83)
 AI6138
 AI6138                          SUPERSEDED SURVEY CONTROL
 AI6138
 AI6138  NAVD 88 (04/20/07)  287.100  (m)          941.93   (f) SUPERSEDED  2 1
 AI6138  NAVD 88 (10/20/00)  287.062  (m)          941.80   (f) SUPERSEDED  2 1
 AI6138
 AI6138.Superseded values are not recommended for survey control.
 AI6138
 AI6138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6138.See file dsdata.pdf to determine how the superseded data were derived.
 AI6138
 AI6138_MARKER: DD = SURVEY DISK
 AI6138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6138_STAMPING: 2J68 1999
 AI6138_MARK LOGO: WIDT
 AI6138_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6138+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 AI6138
 AI6138  HISTORY     - Date     Condition        Report By
 AI6138  HISTORY     - 1999     MONUMENTED       WIDT
 AI6138  HISTORY     - 20030807 GOOD             USPSQD
 AI6138  HISTORY     - 20040621 GOOD             WIDT
 AI6138  HISTORY     - 20060908 GOOD             USPSQD
 AI6138
 AI6138                          STATION DESCRIPTION
 AI6138
 AI6138'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6138'THE STATION IS LOCATED APPROXIMATELY 22.5 KM (14.00 MI) SOUTHEAST OF
 AI6138'BEAVER DAM, AND 8.9 KM (5.55 MI) SOUTH OF MAYVILLE.  OWNERSHIP--DODGE
 AI6138'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33
 AI6138'WITH STATE HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95 MI) SOUTH OF THE CITY
 AI6138'OF MAYVILLE, GO SOUTH ON STATE HIGHWAY 67 FOR 3.2 KM (2.00 MI) TO
 AI6138'COUNTY HIGHWAY S ON THE RIGHT, TURN RIGHT AND GO WEST ON HIGHWAY S FOR
 AI6138'0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI6138'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6138'STATION DISK STAMPED --2J68 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6138'DIAMETER CONCRETE POST PROJECTING ABOUT 5 CM BELOW THE GROUND AND
 AI6138'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.7 M (51.5
 AI6138'FT) NORTH OF THE CENTERLINE OF HIGHWAY S, 69.2 M (227.0 FT)
 AI6138'EAST-NORTHEAST OF UTILITY POLE --71-5763 40-5--, 43.5 M (142.7 FT)
 AI6138'NORTHWEST OF UTILITY POLE --71-5765 40-5--, 38.4 M (126.0 FT)
 AI6138'NORTHWEST OF A WOOD POST FOR --MAYVILLE IRON RIDGE-- SIGN, 22.5 M
 AI6138'(73.8 FT) EAST-NORTHEAST OF THE TOP OF THE WEST END OF A 45 CM
 AI6138'(18-INCH) CORRUGATED METAL CULVERT PIPE, APPROXIMATELY 2.0 M (6.6 FT)
 AI6138'SOUTH OF CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC
 AI6138'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI6138'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6138
 AI6138                          STATION RECOVERY (2003)
 AI6138
 AI6138'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6138'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 81 FEET EAST
 AI6138'OF THE CENTERLINE OF A FIELD ENTRANCE.
 AI6138
 AI6138                          STATION RECOVERY (2004)
 AI6138
 AI6138'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6138'RECOVERED AS DESCRIBED AND TWO WHITE PLASTIC WITNESS POSTS ADDED.  THE
 AI6138'STATION IS NOW IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 AI6138'PLASTIC WITNESS POSTS.
 AI6138
 AI6138                          STATION RECOVERY (2006)
 AI6138
 AI6138'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6139 ***********************************************************************
 AI6139  DESIGNATION -  2J69
 AI6139  PID         -  AI6139
 AI6139  STATE/COUNTY-  WI/DODGE
 AI6139  COUNTRY     -  US
 AI6139  USGS QUAD   -  MAYVILLE SOUTH (2018)
 AI6139
 AI6139                         *CURRENT SURVEY CONTROL
 AI6139  ______________________________________________________________________
 AI6139* NAD 83(1986) POSITION- 43 23 42.3    (N) 088 32 30.7    (W)   HD_HELD2
 AI6139* NAVD 88 ORTHO HEIGHT -   275.897 (meters)      905.17  (feet) ADJUSTED
 AI6139  ______________________________________________________________________
 AI6139  GEOID HEIGHT    -        -34.937 (meters)                     GEOID18
 AI6139  DYNAMIC HEIGHT  -        275.833 (meters)      904.96  (feet) COMP
 AI6139  MODELED GRAVITY -    980,381.8   (mgal)                       NAVD 88
 AI6139
 AI6139  VERT ORDER      -  SECOND    CLASS I
 AI6139
 AI6139.The horizontal coordinates were established by autonomous hand held GPS
 AI6139.observations and have an estimated accuracy of +/- 10 meters.
 AI6139
 AI6139.The orthometric height was determined by differential leveling and
 AI6139.adjusted by the WI DEPT OF TRANSP
 AI6139.in May 2012.
 AI6139
 AI6139.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6139.GEOID18 height accuracy estimate available here.
 AI6139
 AI6139.Click photographs - Photos may exist for this station.
 AI6139
 AI6139.The dynamic height is computed by dividing the NAVD 88
 AI6139.geopotential number by the normal gravity value computed on the
 AI6139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6139.degrees latitude (g = 980.6199 gals.).
 AI6139
 AI6139.The modeled gravity was interpolated from observed gravity values.
 AI6139
 AI6139;                    North         East    Units  Estimated Accuracy
 AI6139;SPC WI S     -   156,013.      718,119.      MT  (+/- 10 meters HH2 GPS)
 AI6139
 AI6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7513205844(NAD 83)
 AI6139
 AI6139                          SUPERSEDED SURVEY CONTROL
 AI6139
 AI6139  NAVD 88 (04/20/07)  275.871  (m)          905.09   (f) SUPERSEDED  2 1
 AI6139  NAVD 88 (10/20/00)  275.830  (m)          904.95   (f) SUPERSEDED  2 1
 AI6139
 AI6139.Superseded values are not recommended for survey control.
 AI6139
 AI6139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6139.See file dsdata.pdf to determine how the superseded data were derived.
 AI6139
 AI6139_MARKER: DD = SURVEY DISK
 AI6139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6139_STAMPING: 2J69 1999
 AI6139_MARK LOGO: WIDT
 AI6139_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6139+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 AI6139
 AI6139  HISTORY     - Date     Condition        Report By
 AI6139  HISTORY     - 1999     MONUMENTED       WIDT
 AI6139  HISTORY     - 20030807 GOOD             USPSQD
 AI6139  HISTORY     - 20040701 GOOD             WIDT
 AI6139  HISTORY     - 20060908 GOOD             USPSQD
 AI6139
 AI6139                          STATION DESCRIPTION
 AI6139
 AI6139'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6139'THE STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) NORTHEAST OF HARTFORD
 AI6139'AND 10.5 KM (6.50 MI) SOUTH OF MAYVILLE.  OWNERSHIP--WISCONSIN
 AI6139'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6139'OF STATE HIGHWAY 33 WITH STATE HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95
 AI6139'MI) SOUTH OF THE CITY OF MAYVILLE, GO SOUTH ON STATE HIGHWAY 67 FOR
 AI6139'4.8 KM (3.00 MI) TO COUNTY HIGHWAY S ON THE LEFT, CONTINUE SOUTH ON
 AI6139'STATE HIGHWAY 67 FOR 0.53 KM (0.30 MI) TO THE STATION ON THE RIGHT.
 AI6139'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6139'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2J69 1999-- SET IN THE
 AI6139'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST PROJECTING ABOUT 3 CM
 AI6139'ABOVE THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI6139'STATION IS 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 67,
 AI6139'APPROXIMATELY 160 M (524.9 FT) SOUTHWEST OF A WOOD TRAFFIC SIGN POST
 AI6139'--JUNCTION COUNTY S--, 94.3 M (309.4 FT) NORTH OF A WOOD TRAFFIC SIGN
 AI6139'POST --NARROW BRIDGE--, 69 M (226.4 FT) SOUTH-SOUTHWEST OF UTILITY
 AI6139'POLE --89 02375 40-5--, 24.9 M (81.7 FT) WEST OF UTILITY POLE --89
 AI6139'02374 40-5--, 4.1 M (13.5 FT) EAST OF METAL POST FOR --R/W-- SIGN, AND
 AI6139'1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI6139'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI6139'ABOVE THE HORIZON.
 AI6139
 AI6139                          STATION RECOVERY (2003)
 AI6139
 AI6139'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6139'RECOVERED IN GOOD CONDITION.
 AI6139
 AI6139                          STATION RECOVERY (2004)
 AI6139
 AI6139'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6139'RECOVERED AS DESCRIBED AND TWO POSTS ADDED.  THE STATION IS IN THE
 AI6139'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6139
 AI6139                          STATION RECOVERY (2006)
 AI6139
 AI6139'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6140 ***********************************************************************
 AI6140  DESIGNATION -  2J70
 AI6140  PID         -  AI6140
 AI6140  STATE/COUNTY-  WI/DODGE
 AI6140  COUNTRY     -  US
 AI6140  USGS QUAD   -  HUSTISFORD (2018)
 AI6140
 AI6140                         *CURRENT SURVEY CONTROL
 AI6140  ______________________________________________________________________
 AI6140* NAD 83(1986) POSITION- 43 22 13.2    (N) 088 32 19.1    (W)   HD_HELD2
 AI6140* NAVD 88 ORTHO HEIGHT -   273.217 (meters)      896.38  (feet) ADJUSTED
 AI6140  ______________________________________________________________________
 AI6140  GEOID HEIGHT    -        -34.898 (meters)                     GEOID18
 AI6140  DYNAMIC HEIGHT  -        273.154 (meters)      896.17  (feet) COMP
 AI6140  MODELED GRAVITY -    980,380.2   (mgal)                       NAVD 88
 AI6140
 AI6140  VERT ORDER      -  SECOND    CLASS I
 AI6140
 AI6140.The horizontal coordinates were established by autonomous hand held GPS
 AI6140.observations and have an estimated accuracy of +/- 10 meters.
 AI6140
 AI6140.The orthometric height was determined by differential leveling and
 AI6140.adjusted by the WI DEPT OF TRANSP
 AI6140.in May 2012.
 AI6140
 AI6140.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6140.GEOID18 height accuracy estimate available here.
 AI6140
 AI6140.Click photographs - Photos may exist for this station.
 AI6140
 AI6140.The dynamic height is computed by dividing the NAVD 88
 AI6140.geopotential number by the normal gravity value computed on the
 AI6140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6140.degrees latitude (g = 980.6199 gals.).
 AI6140
 AI6140.The modeled gravity was interpolated from observed gravity values.
 AI6140
 AI6140;                    North         East    Units  Estimated Accuracy
 AI6140;SPC WI S     -   153,269.      718,429.      MT  (+/- 10 meters HH2 GPS)
 AI6140
 AI6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7534303090(NAD 83)
 AI6140
 AI6140                          SUPERSEDED SURVEY CONTROL
 AI6140
 AI6140  NAVD 88 (04/20/07)  273.192  (m)          896.30   (f) SUPERSEDED  2 1
 AI6140  NAVD 88 (10/20/00)  273.151  (m)          896.16   (f) SUPERSEDED  2 1
 AI6140
 AI6140.Superseded values are not recommended for survey control.
 AI6140
 AI6140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6140.See file dsdata.pdf to determine how the superseded data were derived.
 AI6140
 AI6140_MARKER: DD = SURVEY DISK
 AI6140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6140_STAMPING: 2J70 1999
 AI6140_MARK LOGO: WIDT
 AI6140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6140+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI6140
 AI6140  HISTORY     - Date     Condition        Report By
 AI6140  HISTORY     - 1999     MONUMENTED       WIDT
 AI6140  HISTORY     - 20030807 GOOD             USPSQD
 AI6140  HISTORY     - 20040701 GOOD             WIDT
 AI6140  HISTORY     - 20060909 GOOD             USPSQD
 AI6140
 AI6140                          STATION DESCRIPTION
 AI6140
 AI6140'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6140'THE STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) NORTHWEST OF HARTFORD
 AI6140'AND 12.9 KM (8.00 MI) SOUTH OF MAYVILLE.  OWNERSHIP--WISCONSIN
 AI6140'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6140'OF STATE HIGHWAY 33 WITH STATE HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95
 AI6140'MI) SOUTH OF THE CITY OF MAYVILLE, GO SOUTH ON STATE HIGHWAY 67 FOR
 AI6140'6.36 KM (3.95 MI) TO WILDCAT RD ON THE RIGHT, CONTINUE SOUTH ON STATE
 AI6140'HIGHWAY 67 FOR 1.8 KM (1.10 MI) TO THE STATION ON THE LEFT. THE
 AI6140'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6140'SURVEY CONTROL STATION DISK STAMPED --2J70 1999-- SET IN THE TOP OF A
 AI6140'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI6140'1.0 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 19.7 M
 AI6140'(64.6 FT) NORTH OF THE CENTERLINE OF HIGHWAY 67, 58.2 M (190.9 FT)
 AI6140'NORTH-NORTHWEST OF UTILITY POLE --89 07899 45-4--, 44.2 M (145.0 FT)
 AI6140'SOUTH-SOUTHEAST OF METAL POST FOR --R/W-- SIGN, 42.5 M (139.4 FT) EAST
 AI6140'OF THE CENTERLINE OF PRIVATE ENTRANCE --W2818 HUBBARD--, 12.4 M (40.7
 AI6140'FT) NORTH OF SOUTHERN MOST WOOD TRAFFIC SIGN POST --JUNCTION COUNTY
 AI6140'R--, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI6140'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6140'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6140
 AI6140                          STATION RECOVERY (2003)
 AI6140
 AI6140'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6140'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE SOUTH OF
 AI6140'COUNTY HIGHWAY R ON HIGHWAY 67.
 AI6140
 AI6140                          STATION RECOVERY (2004)
 AI6140
 AI6140'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6140'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI6140'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6140'THE STATION IS 41.8 M EAST OF THE CENTER LINE OF PRIVATE ENTRANCE
 AI6140'W2818 HUBBARD--.  R/W SIGNPOST NOT FOUND.
 AI6140
 AI6140                          STATION RECOVERY (2006)
 AI6140
 AI6140'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6141 ***********************************************************************
 AI6141  DESIGNATION -  2J71
 AI6141  PID         -  AI6141
 AI6141  STATE/COUNTY-  WI/DODGE
 AI6141  COUNTRY     -  US
 AI6141  USGS QUAD   -  HUSTISFORD (2018)
 AI6141
 AI6141                         *CURRENT SURVEY CONTROL
 AI6141  ______________________________________________________________________
 AI6141* NAD 83(1986) POSITION- 43 22 10.9    (N) 088 31 17.7    (W)   HD_HELD2
 AI6141* NAVD 88 ORTHO HEIGHT -   291.635 (meters)      956.81  (feet) ADJUSTED
 AI6141  ______________________________________________________________________
 AI6141  GEOID HEIGHT    -        -34.885 (meters)                     GEOID18
 AI6141  DYNAMIC HEIGHT  -        291.567 (meters)      956.58  (feet) COMP
 AI6141  MODELED GRAVITY -    980,380.1   (mgal)                       NAVD 88
 AI6141
 AI6141  VERT ORDER      -  SECOND    CLASS I
 AI6141
 AI6141.The horizontal coordinates were established by autonomous hand held GPS
 AI6141.observations and have an estimated accuracy of +/- 10 meters.
 AI6141
 AI6141.The orthometric height was determined by differential leveling and
 AI6141.adjusted by the WI DEPT OF TRANSP
 AI6141.in May 2012.
 AI6141
 AI6141.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6141.GEOID18 height accuracy estimate available here.
 AI6141
 AI6141.Click photographs - Photos may exist for this station.
 AI6141
 AI6141.The dynamic height is computed by dividing the NAVD 88
 AI6141.geopotential number by the normal gravity value computed on the
 AI6141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6141.degrees latitude (g = 980.6199 gals.).
 AI6141
 AI6141.The modeled gravity was interpolated from observed gravity values.
 AI6141
 AI6141;                    North         East    Units  Estimated Accuracy
 AI6141;SPC WI S     -   153,222.      719,812.      MT  (+/- 10 meters HH2 GPS)
 AI6141
 AI6141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7672302994(NAD 83)
 AI6141
 AI6141                          SUPERSEDED SURVEY CONTROL
 AI6141
 AI6141  NAVD 88 (04/20/07)  291.609  (m)          956.72   (f) SUPERSEDED  2 1
 AI6141  NAVD 88 (10/20/00)  291.568  (m)          956.59   (f) SUPERSEDED  2 1
 AI6141
 AI6141.Superseded values are not recommended for survey control.
 AI6141
 AI6141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6141.See file dsdata.pdf to determine how the superseded data were derived.
 AI6141
 AI6141_MARKER: DD = SURVEY DISK
 AI6141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6141_STAMPING: 2J71 1999
 AI6141_MARK LOGO: WIDT
 AI6141_PROJECTION: FLUSH
 AI6141_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6141+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 AI6141
 AI6141  HISTORY     - Date     Condition        Report By
 AI6141  HISTORY     - 1999     MONUMENTED       WIDT
 AI6141  HISTORY     - 2003     GOOD             WIDT
 AI6141  HISTORY     - 20030807 GOOD             USPSQD
 AI6141  HISTORY     - 20040701 GOOD             WIDT
 AI6141  HISTORY     - 20060916 GOOD             USPSQD
 AI6141
 AI6141                          STATION DESCRIPTION
 AI6141
 AI6141'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6141'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHWEST OF HARTFORD,
 AI6141'AND 13.7 KM (8.50 MI) SOUTH OF MAYVILLE.  OWNERSHIP--WISCONSIN
 AI6141'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6141'OF STATE HIGHWAY 33 WITH STATE HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95
 AI6141'MI) SOUTH OF THE CITY OF MAYVILLE, GO SOUTH ON STATE HIGHWAY 67 FOR
 AI6141'6.36 KM (3.95 MI) TO WILDCAT RD ON THE RIGHT, CONTINUE SOUTH ON STATE
 AI6141'HIGHWAY 67 FOR 3.14 KM (1.95 MI) TO THE STATION ON THE LEFT. THE
 AI6141'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6141'SURVEY CONTROL STATION DISK STAMPED --2J71 1999-- SET IN THE TOP OF A
 AI6141'41-CM (16-INCH) DIAMETER CONCRETE POST PROJECTING 3 CM BELOW THE
 AI6141'GROUND AND ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 AI6141'STATION IS 13.1 M (43.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 AI6141'HIGHWAY 67, 0.2 KM (0.10 MI) NORTHWEST OF THE CENTERLINE OF COUNTY
 AI6141'HIGHWAY WS, APPROXIMATELY 95 M (311.7 FT) SOUTH-SOUTHWEST OF SOUTHWEST
 AI6141'MASONRY CORNER OF --EVANGELICAL LUTHERAN ST.  JOHANNES CHURCH TOWN OF
 AI6141'RUBICON W2503--, 48.8 M (160.1 FT) NORTHWEST OF NORTHERN MOST WOOD
 AI6141'POST FOR --WOODLAND-- SIGN, 37.2 M (122.0 FT) NORTH-NORTHEAST OF METAL
 AI6141'POST FOR --R/W-- SIGN, 29.9 M (98.1 FT) SOUTHEAST OF METAL POST FOR
 AI6141'--R/W-- SIGN, AND 1 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI6141'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6141'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6141
 AI6141                          STATION RECOVERY (2003)
 AI6141
 AI6141'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 AI6141'RECOVERED AS DESCRIBED.
 AI6141
 AI6141                          STATION RECOVERY (2003)
 AI6141
 AI6141'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6141'RECOVERED IN GOOD CONDITION.
 AI6141
 AI6141                          STATION RECOVERY (2004)
 AI6141
 AI6141'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6141'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI6141'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6141'THE STATION IS LEVEL WITH THE HIGHWAY PAVEMENT.
 AI6141
 AI6141                          STATION RECOVERY (2006)
 AI6141
 AI6141'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6141'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 15.5 M SOUTHEAST
 AI6141'OF A LOOSE AND LEANING WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6142 ***********************************************************************
 AI6142  DESIGNATION -  2J72
 AI6142  PID         -  AI6142
 AI6142  STATE/COUNTY-  WI/DODGE
 AI6142  COUNTRY     -  US
 AI6142  USGS QUAD   -  HUSTISFORD (2018)
 AI6142
 AI6142                         *CURRENT SURVEY CONTROL
 AI6142  ______________________________________________________________________
 AI6142* NAD 83(1986) POSITION- 43 22 14.5    (N) 088 30 26.9    (W)   HD_HELD2
 AI6142* NAVD 88 ORTHO HEIGHT -   318.810 (meters)     1045.96  (feet) ADJUSTED
 AI6142  ______________________________________________________________________
 AI6142  GEOID HEIGHT    -        -34.875 (meters)                     GEOID18
 AI6142  DYNAMIC HEIGHT  -        318.736 (meters)     1045.72  (feet) COMP
 AI6142  MODELED GRAVITY -    980,380.1   (mgal)                       NAVD 88
 AI6142
 AI6142  VERT ORDER      -  SECOND    CLASS I
 AI6142
 AI6142.The horizontal coordinates were established by autonomous hand held GPS
 AI6142.observations and have an estimated accuracy of +/- 10 meters.
 AI6142
 AI6142.The orthometric height was determined by differential leveling and
 AI6142.adjusted by the WI DEPT OF TRANSP
 AI6142.in May 2012.
 AI6142
 AI6142.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6142.GEOID18 height accuracy estimate available here.
 AI6142
 AI6142.Click photographs - Photos may exist for this station.
 AI6142
 AI6142.The dynamic height is computed by dividing the NAVD 88
 AI6142.geopotential number by the normal gravity value computed on the
 AI6142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6142.degrees latitude (g = 980.6199 gals.).
 AI6142
 AI6142.The modeled gravity was interpolated from observed gravity values.
 AI6142
 AI6142;                    North         East    Units  Estimated Accuracy
 AI6142;SPC WI S     -   153,353.      720,953.      MT  (+/- 10 meters HH2 GPS)
 AI6142
 AI6142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7786803084(NAD 83)
 AI6142
 AI6142                          SUPERSEDED SURVEY CONTROL
 AI6142
 AI6142  NAVD 88 (04/20/07)  318.784  (m)         1045.88   (f) SUPERSEDED  2 1
 AI6142  NAVD 88 (10/20/00)  318.744  (m)         1045.75   (f) SUPERSEDED  2 1
 AI6142
 AI6142.Superseded values are not recommended for survey control.
 AI6142
 AI6142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6142.See file dsdata.pdf to determine how the superseded data were derived.
 AI6142
 AI6142_MARKER: DD = SURVEY DISK
 AI6142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6142_STAMPING: 2J72 1999
 AI6142_MARK LOGO: WIDT
 AI6142_PROJECTION: FLUSH
 AI6142_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6142+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI6142
 AI6142  HISTORY     - Date     Condition        Report By
 AI6142  HISTORY     - 1999     MONUMENTED       WIDT
 AI6142  HISTORY     - 2003     GOOD             WIDT
 AI6142  HISTORY     - 20030807 GOOD             USPSQD
 AI6142  HISTORY     - 20040701 GOOD             WIDT
 AI6142  HISTORY     - 20060909 GOOD             USPSQD
 AI6142
 AI6142                          STATION DESCRIPTION
 AI6142
 AI6142'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6142'THE STATION IS LOCATED ABOUT 26.6 KM (16.50 MI) WEST-SOUTHWEST OF WEST
 AI6142'BEND, 7.5 MI (12.1 KM) NORTHWEST OF HARTFORD.  OWNERSHIP--TOWN OF
 AI6142'HERMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33
 AI6142'WITH STATE HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95 MI) SOUTH OF THE CITY
 AI6142'OF MAYVILLE, GO SOUTH ON STATE HIGHWAY 67 FOR 6.1 MI (9.8 KM) TO
 AI6142'COUNTY HIGHWAY WS ON THE LEFT, TURN LEFT AND GO NORTHEAST ON COUNTY
 AI6142'HIGHWAY WS FOR 0.3 KM (0.20 MI) TO WOODLAND ROAD ON THE RIGHT, TURN
 AI6142'RIGHT AND GO EAST ON WOODLAND ROAD FOR 1.0 KM (0.60 MI) TO STATION ON
 AI6142'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6142'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2J72
 AI6142'1999-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI6142'RECESSED 6 CM (1.2 INCHES) BELOW THE GROUND AND ABOUT 1.5 M (4.9 FT)
 AI6142'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 10.1 M (33.1 FT) NORTH OF
 AI6142'THE CENTERLINE OF WOODLAND ROAD, APPROXIMATELY 96 M (315.0 FT) WEST OF
 AI6142'CENTERLINE OF PRIVATE ENTRANCE --HERMAN W2200--, 80.5 M (264.1 FT)
 AI6142'EAST-NORTHEAST OF THE CENTERLINE OF LILAC RD, 40.5 M (132.9 FT) WEST
 AI6142'OF THE CENTERLINE OF A FIELD ENTRANCE, 39.4 M (129.3 FT) NORTHEAST OF
 AI6142'THE TOP CENTER OF TELEPHONE CABLE PEDESTAL --1450--, 5.0 M (16.4 FT)
 AI6142'SOUTH OF CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC
 AI6142'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI6142'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 AI6142
 AI6142                          STATION RECOVERY (2003)
 AI6142
 AI6142'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 AI6142'RECOVERED AS DESCRIBED.
 AI6142
 AI6142                          STATION RECOVERY (2003)
 AI6142
 AI6142'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6142'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 183 FEET EAST
 AI6142'OF THE CENTERLINE OF LILAC ROAD.
 AI6142
 AI6142                          STATION RECOVERY (2004)
 AI6142
 AI6142'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6142'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI6142'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6142
 AI6142                          STATION RECOVERY (2006)
 AI6142
 AI6142'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6143 ***********************************************************************
 AI6143  DESIGNATION -  2J73
 AI6143  PID         -  AI6143
 AI6143  STATE/COUNTY-  WI/DODGE
 AI6143  COUNTRY     -  US
 AI6143  USGS QUAD   -  NENNO (2018)
 AI6143
 AI6143                         *CURRENT SURVEY CONTROL
 AI6143  ______________________________________________________________________
 AI6143* NAD 83(1986) POSITION- 43 22 40.7    (N) 088 28 25.1    (W)   HD_HELD2
 AI6143* NAVD 88 ORTHO HEIGHT -   353.186 (meters)     1158.74  (feet) ADJUSTED
 AI6143  ______________________________________________________________________
 AI6143  GEOID HEIGHT    -        -34.866 (meters)                     GEOID18
 AI6143  DYNAMIC HEIGHT  -        353.104 (meters)     1158.48  (feet) COMP
 AI6143  MODELED GRAVITY -    980,377.7   (mgal)                       NAVD 88
 AI6143
 AI6143  VERT ORDER      -  SECOND    CLASS I
 AI6143
 AI6143.The horizontal coordinates were established by autonomous hand held GPS
 AI6143.observations and have an estimated accuracy of +/- 10 meters.
 AI6143
 AI6143.The orthometric height was determined by differential leveling and
 AI6143.adjusted by the WI DEPT OF TRANSP
 AI6143.in May 2012.
 AI6143
 AI6143.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6143.GEOID18 height accuracy estimate available here.
 AI6143
 AI6143.Click photographs - Photos may exist for this station.
 AI6143
 AI6143.The dynamic height is computed by dividing the NAVD 88
 AI6143.geopotential number by the normal gravity value computed on the
 AI6143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6143.degrees latitude (g = 980.6199 gals.).
 AI6143
 AI6143.The modeled gravity was interpolated from observed gravity values.
 AI6143
 AI6143;                    North         East    Units  Estimated Accuracy
 AI6143;SPC WI S     -   154,211.      723,680.      MT  (+/- 10 meters HH2 GPS)
 AI6143
 AI6143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8062403843(NAD 83)
 AI6143
 AI6143                          SUPERSEDED SURVEY CONTROL
 AI6143
 AI6143  NAVD 88 (04/20/07)  353.160  (m)         1158.66   (f) SUPERSEDED  2 1
 AI6143  NAVD 88 (10/20/00)  353.121  (m)         1158.53   (f) SUPERSEDED  2 1
 AI6143
 AI6143.Superseded values are not recommended for survey control.
 AI6143
 AI6143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6143.See file dsdata.pdf to determine how the superseded data were derived.
 AI6143
 AI6143_MARKER: DD = SURVEY DISK
 AI6143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6143_STAMPING: 2J73 1999
 AI6143_MARK LOGO: WIDT
 AI6143_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6143+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI6143
 AI6143  HISTORY     - Date     Condition        Report By
 AI6143  HISTORY     - 1999     MONUMENTED       WIDT
 AI6143  HISTORY     - 20030807 GOOD             USPSQD
 AI6143  HISTORY     - 20040701 GOOD             WIDT
 AI6143  HISTORY     - 20060909 GOOD             USPSQD
 AI6143
 AI6143                          STATION DESCRIPTION
 AI6143
 AI6143'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6143'THE STATION IS LOCATED ABOUT 23.3 KM (14.45 MI) WEST-SOUTHWEST OF WEST
 AI6143'BEND, 9.7 KM (6.00 MI) NORTHWEST OF HARTFORD.  OWNERSHIP--TOWN OF
 AI6143'HERMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60
 AI6143'WITH STATE HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95 MI) EAST OF THE
 AI6143'VILLAGE OF HUSTISFORD, GO NORTH ON STATE HIGHWAY 67 FOR 4.7 KM (2.90
 AI6143'MI) TO COUNTY HIGHWAY WS ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON
 AI6143'COUNTY HIGHWAY WS FOR 0.3 KM (0.20 MI) TO WOODLAND RD ON THE RIGHT,
 AI6143'TURN RIGHT AND GO EAST ON WOODLAND RD FOR 4.59 KM (2.85 MI) TO STATE
 AI6143'RD ON THE LEFT, TURN LEFT AND GO NORTHWEST ON STATE RD FOR 1.21 KM
 AI6143'(0.75 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6143'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6143'DISK STAMPED --2J73 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6143'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6143'HIGHWAY PAVEMENT.  THE STATION IS 6.2 M (20.3 FT) SOUTHWEST OF THE
 AI6143'CENTERLINE OF STATE RD, APPROXIMATELY 139 M (456.0 FT) NORTHWEST OF
 AI6143'THE CENTERLINE OF PRIVATE ENTRANCE --HERMAN W1541--, APPROXIMATELY 111
 AI6143'M (364.2 FT) NORTH-NORTHEAST OF NORTHEAST CORNER OF PRIVATE RESIDENCE
 AI6143'--HERMAN W1541--, 17.0 M (55.8 FT) SOUTHWEST OF A CULTIVATED FIELD,
 AI6143'APPROXIMATELY 1.0 M (3.3 FT) NORTHEAST OF A CULTIVATED FIELD, AND 1.0
 AI6143'M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI6143'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI6143'ABOVE THE HORIZON.
 AI6143
 AI6143                          STATION RECOVERY (2003)
 AI6143
 AI6143'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6143'RECOVERED IN GOOD CONDITION.
 AI6143
 AI6143                          STATION RECOVERY (2004)
 AI6143
 AI6143'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6143'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI6143'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6143
 AI6143                          STATION RECOVERY (2006)
 AI6143
 AI6143'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6144 ***********************************************************************
 AI6144  DESIGNATION -  2J74
 AI6144  PID         -  AI6144
 AI6144  STATE/COUNTY-  WI/DODGE
 AI6144  COUNTRY     -  US
 AI6144  USGS QUAD   -  HARTFORD WEST (2018)
 AI6144
 AI6144                         *CURRENT SURVEY CONTROL
 AI6144  ______________________________________________________________________
 AI6144* NAD 83(1986) POSITION- 43 22 06.3    (N) 088 27 30.1    (W)   HD_HELD2
 AI6144* NAVD 88 ORTHO HEIGHT -   342.431 (meters)     1123.46  (feet) ADJUSTED
 AI6144  ______________________________________________________________________
 AI6144  GEOID HEIGHT    -        -34.851 (meters)                     GEOID18
 AI6144  DYNAMIC HEIGHT  -        342.351 (meters)     1123.20  (feet) COMP
 AI6144  MODELED GRAVITY -    980,376.4   (mgal)                       NAVD 88
 AI6144
 AI6144  VERT ORDER      -  SECOND    CLASS I
 AI6144
 AI6144.The horizontal coordinates were established by autonomous hand held GPS
 AI6144.observations and have an estimated accuracy of +/- 10 meters.
 AI6144
 AI6144.The orthometric height was determined by differential leveling and
 AI6144.adjusted by the WI DEPT OF TRANSP
 AI6144.in May 2012.
 AI6144
 AI6144.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6144.GEOID18 height accuracy estimate available here.
 AI6144
 AI6144.Click photographs - Photos may exist for this station.
 AI6144
 AI6144.The dynamic height is computed by dividing the NAVD 88
 AI6144.geopotential number by the normal gravity value computed on the
 AI6144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6144.degrees latitude (g = 980.6199 gals.).
 AI6144
 AI6144.The modeled gravity was interpolated from observed gravity values.
 AI6144
 AI6144;                    North         East    Units  Estimated Accuracy
 AI6144;SPC WI S     -   153,173.      724,938.      MT  (+/- 10 meters HH2 GPS)
 AI6144
 AI6144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8184302760(NAD 83)
 AI6144
 AI6144                          SUPERSEDED SURVEY CONTROL
 AI6144
 AI6144  NAVD 88 (04/20/07)  342.405  (m)         1123.37   (f) SUPERSEDED  2 1
 AI6144  NAVD 88 (10/20/00)  342.365  (m)         1123.24   (f) SUPERSEDED  2 1
 AI6144
 AI6144.Superseded values are not recommended for survey control.
 AI6144
 AI6144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6144.See file dsdata.pdf to determine how the superseded data were derived.
 AI6144
 AI6144_MARKER: DD = SURVEY DISK
 AI6144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6144_STAMPING: 2J74 1999
 AI6144_MARK LOGO: WIDT
 AI6144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6144+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AI6144
 AI6144  HISTORY     - Date     Condition        Report By
 AI6144  HISTORY     - 1999     MONUMENTED       WIDT
 AI6144  HISTORY     - 20030807 MARK NOT FOUND   USPSQD
 AI6144  HISTORY     - 20040701 GOOD             WIDT
 AI6144
 AI6144                          STATION DESCRIPTION
 AI6144
 AI6144'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6144'THE STATION IS LOCATED ABOUT 23.3 KM (14.45 MI) WEST-SOUTHWEST OF WEST
 AI6144'BEND AND 8.9 KM (5.55 MI) NORTHWEST OF HARTFORD.  OWNERSHIP-- DODGE
 AI6144'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60
 AI6144'WITH STATE HIGHWAY 83 IN THE CITY OF HARTFORD, GO WEST ON HIGHWAY 60
 AI6144'FOR 4.3 KM (2.65 MI) TO GOODLAND ROAD ON THE RIGHT, TURN RIGHT AND GO
 AI6144'NORTH ON GOODLAND ROAD FOR 2.74 KM (1.70 MI) TO COUNTY HIGHWAY NP,
 AI6144'CONTINUE NORTH ON GOODLAND RD AND COUNTY HIGHWAY NP FOR 0.40 KM (0.25
 AI6144'MI) TO COUNTY HIGHWAY NP ON THE LEFT, TURN LEFT AND GO NORTHWEST ON
 AI6144'COUNTY HIGHWAY NP FOR 2.98 KM (1.85 MI) TO COUNTY HIGHWAY P, TURN
 AI6144'RIGHT AND GO NORTH ON HIGHWAY P FOR 0.8 KM (0.50 MI) TO THE STATION ON
 AI6144'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6144'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2J74
 AI6144'1999-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI6144'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 AI6144'PAVEMENT.  THE STATION IS 14.3 M (46.9 FT) WEST-SOUTHWEST OF THE
 AI6144'CENTERLINE OF COUNTY HIGHWAY P, 160.9 M (527.9 FT) NORTH-NORTHWEST OF
 AI6144'COUNTY NP, 43.1 M (141.4 FT) SOUTH OF UTILITY POLE --77 00826 40-4--,
 AI6144'31.0 M (101.7 FT) NORTH-NORTHEAST OF TOP CENTER OF TELEPHONE CABLE
 AI6144'PEDESTAL --40--, 26.5 M (86.9 FT) NORTH OF THE CENTERLINE OF A FIELD
 AI6144'ENTRANCE, AND 1.0 M (3.3 FT) EAST-NORTHEAST OF PLASTIC WITNESS POST.
 AI6144'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6144'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6144
 AI6144                          STATION RECOVERY (2003)
 AI6144
 AI6144'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6144'NOT FOUND.  EITHER THE DESCRIPTION IS TOO CONFUSING OR THE POWER POLES
 AI6144'NUMBERS HAVE CHANGED, BUT A GPS READOUT INDICATED A POSITION DIFFERENT
 AI6144'FROM THAT DESCRIBED.
 AI6144
 AI6144                          STATION RECOVERY (2004)
 AI6144
 AI6144'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6144'STATION RECOVERED AS DESCRIBED EXCEPT WITNESS POST IS GONE.
 AI6144'NOTE--TURN RIGHT AND GO NORTH ON HIGHWAY P FOR 0.10 MI TO THE STATION
 AI6144'ON THE LEFT.  43.1M SOUTH-SOUTHWEST OF UTILITY POLE --77 00826 40-4--.
 AI6144'THE STATION IS LOCATED IN FARMERS TRACTOR DRIVE NEXT TO CULTIVATED
 AI6144'FIELD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6145 ***********************************************************************
 AI6145  DESIGNATION -  2J75
 AI6145  PID         -  AI6145
 AI6145  STATE/COUNTY-  WI/DODGE
 AI6145  COUNTRY     -  US
 AI6145  USGS QUAD   -  HARTFORD WEST (2018)
 AI6145
 AI6145                         *CURRENT SURVEY CONTROL
 AI6145  ______________________________________________________________________
 AI6145* NAD 83(1986) POSITION- 43 21 29.2    (N) 088 26 34.8    (W)   HD_HELD2
 AI6145* NAVD 88 ORTHO HEIGHT -   317.129 (meters)     1040.45  (feet) ADJUSTED
 AI6145  ______________________________________________________________________
 AI6145  GEOID HEIGHT    -        -34.837 (meters)                     GEOID18
 AI6145  DYNAMIC HEIGHT  -        317.054 (meters)     1040.20  (feet) COMP
 AI6145  MODELED GRAVITY -    980,374.4   (mgal)                       NAVD 88
 AI6145
 AI6145  VERT ORDER      -  SECOND    CLASS I
 AI6145
 AI6145.The horizontal coordinates were established by autonomous hand held GPS
 AI6145.observations and have an estimated accuracy of +/- 10 meters.
 AI6145
 AI6145.The orthometric height was determined by differential leveling and
 AI6145.adjusted by the WI DEPT OF TRANSP
 AI6145.in May 2012.
 AI6145
 AI6145.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6145.GEOID18 height accuracy estimate available here.
 AI6145
 AI6145.Click photographs - Photos may exist for this station.
 AI6145
 AI6145.The dynamic height is computed by dividing the NAVD 88
 AI6145.geopotential number by the normal gravity value computed on the
 AI6145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6145.degrees latitude (g = 980.6199 gals.).
 AI6145
 AI6145.The modeled gravity was interpolated from observed gravity values.
 AI6145
 AI6145;                    North         East    Units  Estimated Accuracy
 AI6145;SPC WI S     -   152,051.      726,204.      MT  (+/- 10 meters HH2 GPS)
 AI6145
 AI6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8306801594(NAD 83)
 AI6145
 AI6145                          SUPERSEDED SURVEY CONTROL
 AI6145
 AI6145  NAVD 88 (04/20/07)  317.103  (m)         1040.36   (f) SUPERSEDED  2 1
 AI6145  NAVD 88 (10/20/00)  317.063  (m)         1040.23   (f) SUPERSEDED  2 1
 AI6145
 AI6145.Superseded values are not recommended for survey control.
 AI6145
 AI6145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6145.See file dsdata.pdf to determine how the superseded data were derived.
 AI6145
 AI6145_MARKER: DD = SURVEY DISK
 AI6145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6145_STAMPING: 2J75 1999
 AI6145_MARK LOGO: WIDT
 AI6145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6145+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI6145
 AI6145  HISTORY     - Date     Condition        Report By
 AI6145  HISTORY     - 1999     MONUMENTED       WIDT
 AI6145  HISTORY     - 20030807 GOOD             USPSQD
 AI6145  HISTORY     - 20040701 GOOD             WIDT
 AI6145  HISTORY     - 20060909 GOOD             USPSQD
 AI6145
 AI6145                          STATION DESCRIPTION
 AI6145
 AI6145'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6145'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) WEST-SOUTHWEST OF WEST
 AI6145'BEND AND 7.2 KM (4.45 MI) NORTHWEST OF HARTFORD.  OWNERSHIP--DODGE
 AI6145'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60
 AI6145'WITH STATE HIGHWAY 83 IN THE CITY OF HARTFORD, GO WEST ON HIGHWAY 60
 AI6145'FOR 4.3 KM (2.65 MI) TO GOODLAND ROAD ON THE RIGHT, TURN RIGHT AND GO
 AI6145'NORTH ON GOODLAND ROAD FOR 2.74 KM (1.70 MI) TO COUNTY HIGHWAY NP,
 AI6145'CONTINUE NORTH ON GOODLAND ROAD AND HIGHWAY NP FOR 0.40 KM (0.25 MI)
 AI6145'TO COUNTY HIGHWAY NP ON THE LEFT, TURN LEFT AND GO NORTHWEST ON COUNTY
 AI6145'HIGHWAY NP FOR 1.37 KM (0.85 MI) TO THE STATION ON THE RIGHT. THE
 AI6145'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6145'SURVEY CONTROL STATION DISK STAMPED --2J75 1999-- SET IN THE TOP OF A
 AI6145'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI6145'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.2 M (23.6 FT)
 AI6145'NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY NP, 79.2 M (259.8
 AI6145'FT) EAST-SOUTHEAST OF THE CENTERLINE OF PRIVATE ENTRANCE --TOWN OF
 AI6145'RUBICON W960--, 34.0 M (111.5 FT) NORTHEAST OF TOP OF WEST END OF 41
 AI6145'CM (16-INCH) CORRUGATED METAL CULVERT PIPE FOR FIELD ENTRANCE, 22.0 M
 AI6145'(72.2 FT) NORTH OF METAL POST FOR --TOWN OF RUBICON W945-- SIGN,
 AI6145'APPROXIMATELY 1.5 M (4.9 FT) SOUTH-SOUTHEAST OF CULTIVATED FIELD, AND
 AI6145'1.0 M (3.3 FT) SOUTH-SOUTHEAST OF PLASTIC WITNESS POST.  ---NOTE---
 AI6145'THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15
 AI6145'DEGREES ABOVE THE HORIZON.
 AI6145
 AI6145                          STATION RECOVERY (2003)
 AI6145
 AI6145'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6145'RECOVERED IN GOOD CONDITION.
 AI6145
 AI6145                          STATION RECOVERY (2004)
 AI6145
 AI6145'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6145'RECOVERED AS DESCRIBED AND WITNESS POSTS ADDED.  THE STATION IS IN THE
 AI6145'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.  THE
 AI6145'STATION IS 34.0 M NORTHWEST OF TOP OF WEST END OF 41 CM CORRUGATED
 AI6145'METAL CULVERT PIPE UNDER FIELD ENTRANCE, AND 1.5 M SOUTH-SOUTHWEST OF
 AI6145'CULTIVATED FIELD.
 AI6145
 AI6145                          STATION RECOVERY (2006)
 AI6145
 AI6145'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6057 ***********************************************************************
 AI6057  DESIGNATION -  2J80
 AI6057  PID         -  AI6057
 AI6057  STATE/COUNTY-  WI/DODGE
 AI6057  COUNTRY     -  US
 AI6057  USGS QUAD   -  HORICON (2018)
 AI6057
 AI6057                         *CURRENT SURVEY CONTROL
 AI6057  ______________________________________________________________________
 AI6057* NAD 83(1986) POSITION- 43 28 19.1    (N) 088 40 53.0    (W)   HD_HELD2
 AI6057* NAVD 88 ORTHO HEIGHT -   271.156 (meters)      889.62  (feet) ADJUSTED
 AI6057  ______________________________________________________________________
 AI6057  GEOID HEIGHT    -        -35.159 (meters)                     GEOID18
 AI6057  DYNAMIC HEIGHT  -        271.094 (meters)      889.41  (feet) COMP
 AI6057  MODELED GRAVITY -    980,381.5   (mgal)                       NAVD 88
 AI6057
 AI6057  VERT ORDER      -  SECOND    CLASS I
 AI6057
 AI6057.The horizontal coordinates were established by autonomous hand held GPS
 AI6057.observations and have an estimated accuracy of +/- 10 meters.
 AI6057
 AI6057.The orthometric height was determined by differential leveling and
 AI6057.adjusted by the WI DEPT OF TRANSP
 AI6057.in May 2012.
 AI6057
 AI6057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6057.GEOID18 height accuracy estimate available here.
 AI6057
 AI6057.Click photographs - Photos may exist for this station.
 AI6057
 AI6057.The dynamic height is computed by dividing the NAVD 88
 AI6057.geopotential number by the normal gravity value computed on the
 AI6057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6057.degrees latitude (g = 980.6199 gals.).
 AI6057
 AI6057.The modeled gravity was interpolated from observed gravity values.
 AI6057
 AI6057;                    North         East    Units  Estimated Accuracy
 AI6057;SPC WI S     -   164,366.      706,683.      MT  (+/- 10 meters HH2 GPS)
 AI6057
 AI6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6400514601(NAD 83)
 AI6057
 AI6057                          SUPERSEDED SURVEY CONTROL
 AI6057
 AI6057  NAVD 88 (04/20/07)  271.130  (m)          889.53   (f) SUPERSEDED  2 1
 AI6057  NAVD 88 (10/20/00)  271.113  (m)          889.48   (f) SUPERSEDED  2 1
 AI6057
 AI6057.Superseded values are not recommended for survey control.
 AI6057
 AI6057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6057.See file dsdata.pdf to determine how the superseded data were derived.
 AI6057
 AI6057_MARKER: DD = SURVEY DISK
 AI6057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6057_STAMPING: 2J80 1999
 AI6057_MARK LOGO: WIDT
 AI6057_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6057+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 AI6057
 AI6057  HISTORY     - Date     Condition        Report By
 AI6057  HISTORY     - 1999     MONUMENTED       WIDT
 AI6057  HISTORY     - 20030816 GOOD             USPSQD
 AI6057  HISTORY     - 20040702 GOOD             WIDT
 AI6057  HISTORY     - 20060918 GOOD             USPSQD
 AI6057
 AI6057                          STATION DESCRIPTION
 AI6057
 AI6057'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6057'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) EAST OF BEAVER DAM AND
 AI6057'8.0 KM (4.95 MI) NORTH-NORTHEAST OF JUNEAU.  OWNERSHIP--DODGE COUNTY.
 AI6057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE
 AI6057'HIGHWAY 33 4.8 KM (3.00 MI) NORTH OF THE CITY OF JUNEAU, GO NORTH ON
 AI6057'STATE HIGHWAY FOR 26 3.30 KM (2.05 MI) TO COUNTY HIGHWAY E,TURN RIGHT
 AI6057'AND GO EAST ON COUNTY HIGHWAY E FOR 1.85 KM (1.15 MI) TO THE STATION
 AI6057'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6057'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2J80
 AI6057'1999-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI6057'FLUSH WITH THE GROUND AND ABOUT 1.0 M (3.3 FT) BELOW THE HIGHWAY
 AI6057'PAVEMENT.  THE STATION IS 11.5 M (37.7 FT) SOUTH OF THE CENTERLINE OF
 AI6057'COUNTY HIGHWAY E, 14.0 M (45.9 FT) WEST OF THE TOP OF THE SOUTH END OF
 AI6057'A 1.8M X 2.1 M (6.9 FT) CORREGATED METAL CULVERT PIPE UNDER COUNTY
 AI6057'HIGHWAY E, 11.4 M (37.4 FT) EAST-NORTHEAST OF THE TOP CENTER OF
 AI6057'TELEPHONE CABLE PEDESTAL --71--, 6 M (19.7 FT) WEST OF THE CENTERLINE
 AI6057'OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC
 AI6057'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI6057'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6057
 AI6057                          STATION RECOVERY (2003)
 AI6057
 AI6057'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6057'RECOVERED IN GOOD CONDITION.  THE STATION IS ABOUT 0.1 MILE NORTHWEST
 AI6057'OF THE DRIVEWAY TO -W5611- ON COUNTY HIGHWAY E.
 AI6057
 AI6057                          STATION RECOVERY (2004)
 AI6057
 AI6057'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6057'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI6057'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6057
 AI6057                          STATION RECOVERY (2006)
 AI6057
 AI6057'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6013 ***********************************************************************
 AI6013  DESIGNATION -  2J81
 AI6013  PID         -  AI6013
 AI6013  STATE/COUNTY-  WI/DODGE
 AI6013  COUNTRY     -  US
 AI6013  USGS QUAD   -  MAYVILLE SOUTH (2018)
 AI6013
 AI6013                         *CURRENT SURVEY CONTROL
 AI6013  ______________________________________________________________________
 AI6013* NAD 83(1986) POSITION- 43 27 24.62   (N) 088 37 22.12   (W)   HD_HELD1
 AI6013* NAVD 88 ORTHO HEIGHT -   268.394 (meters)      880.56  (feet) ADJUSTED
 AI6013  ______________________________________________________________________
 AI6013  GEOID HEIGHT    -        -35.094 (meters)                     GEOID18
 AI6013  DYNAMIC HEIGHT  -        268.335 (meters)      880.36  (feet) COMP
 AI6013  MODELED GRAVITY -    980,390.7   (mgal)                       NAVD 88
 AI6013
 AI6013  VERT ORDER      -  SECOND    CLASS I
 AI6013
 AI6013.The horizontal coordinates were determined by differentially corrected
 AI6013.hand held GPS observations or other comparable positioning techniques
 AI6013.and have an estimated accuracy of +/- 3 meters.
 AI6013
 AI6013.The orthometric height was determined by differential leveling and
 AI6013.adjusted by the WI DEPT OF TRANSP
 AI6013.in May 2012.
 AI6013
 AI6013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6013.GEOID18 height accuracy estimate available here.
 AI6013
 AI6013.Click photographs - Photos may exist for this station.
 AI6013
 AI6013.The dynamic height is computed by dividing the NAVD 88
 AI6013.geopotential number by the normal gravity value computed on the
 AI6013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6013.degrees latitude (g = 980.6199 gals.).
 AI6013
 AI6013.The modeled gravity was interpolated from observed gravity values.
 AI6013
 AI6013;                    North         East    Units  Estimated Accuracy
 AI6013;SPC WI S     -   162,761.3     711,449.2     MT  (+/- 3 meters HH1 GPS) 
 AI6013
 AI6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6871012827(NAD 83)
 AI6013
 AI6013                          SUPERSEDED SURVEY CONTROL
 AI6013
 AI6013  NAVD 88 (04/20/07)  268.368  (m)          880.47   (f) SUPERSEDED  2 1
 AI6013  NAVD 88 (10/20/00)  268.352  (m)          880.42   (f) SUPERSEDED  2 1
 AI6013
 AI6013.Superseded values are not recommended for survey control.
 AI6013
 AI6013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6013.See file dsdata.pdf to determine how the superseded data were derived.
 AI6013
 AI6013_MARKER: DD = SURVEY DISK
 AI6013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6013_STAMPING: 2J81 1999
 AI6013_MARK LOGO: WIDT
 AI6013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6013+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6013
 AI6013  HISTORY     - Date     Condition        Report By
 AI6013  HISTORY     - 1999     MONUMENTED       WIDT
 AI6013  HISTORY     - 20030807 MARK NOT FOUND   USPSQD
 AI6013  HISTORY     - 20040608 MARK NOT FOUND   WIDT
 AI6013
 AI6013                          STATION DESCRIPTION
 AI6013
 AI6013'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6013'THE STATION IS LOCATED APPROXIMATELY 16.1 KM (10.00 MI) EAST OF BEAVER
 AI6013'DAM IN HORICON.  OWNERSHIP--SAINT STEVENS LUTHERAN SCHOOL.  TO REACH
 AI6013'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 WITH STATE HIGHWAY
 AI6013'33 IN THE CITY OF HORICON, GO NORTH AND NORTHEAST ON STATE HIGHWAY 28
 AI6013'FOR 0.56 KM (0.35 MI) TO ELLSWORTH STREET, TURN LEFT AND GO WEST ON
 AI6013'ELLSWORTH STREET FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT. THE
 AI6013'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6013'SURVEY CONTROL STATION DISK STAMPED --2J81 1999-- AND SET IN THE TOP
 AI6013'OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6013'ABOUT LEVEL WITH THE STREET PAVEMENT.  THE STATION IS 11.8 M (38.7 FT)
 AI6013'SOUTH OF THE CENTERLINE OF ELLSWORTH STREET, APPROXIMATELY 140.0 M
 AI6013'(459.3 FT) NORTHEAST OF THE NORTHEAST MASONRY CORNER OF SAINT STEVENS
 AI6013'LUTHERAN SCHOOL, 60.0 M (196.8 FT) WEST-NORTHWEST OF A 61-CM (24
 AI6013'-INCH) DIAMETER OAK TREE, 36.0 M (118.1 FT) SOUTHEAST OF THE SOUTHEAST
 AI6013'MASONRY CORNER OF RESIDENCE --1004 ELLSWORTH STREET--, 29.6 M (97.1
 AI6013'FT) SOUTHWEST OF A FIRE HYDRANT LOCATED IN THE SOUTHEAST QUADRANT OF
 AI6013'THE INTERSECTION OF ELLSWORTH STREET AND KAREN LANE, 19.4 M (63.6 FT)
 AI6013'SOUTH OF THE NORTH CURB OF ELLSWORTH STREET, AND 3.4 M (11.2 FT) SOUTH
 AI6013'OF THE SOUTH CURB OF ELLSWORTH STREET.  ---NOTE--- THIS STATION HAS NO
 AI6013'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 AI6013'EXCEPT FOR CONTINUOUS TREES IN THE NORTHWEST AND NORTHEAST QUADRANTS
 AI6013'EXTENDING TO 23 DEGREES ABOVE THE HORIZON, AND A TREE LOCATED IN THE
 AI6013'SOUTHEAST QUADRANT EXTENDING TO 16 DEGREES ABOVE THE HORIZON.
 AI6013
 AI6013                          STATION RECOVERY (2003)
 AI6013
 AI6013'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6013'MARK NOT FOUND.
 AI6013
 AI6013                          STATION RECOVERY (2004)
 AI6013
 AI6013'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6013'ELLSWORTH STREET HAS BEEN WIDENED.  THE STATION SHOULD BE CONSIDERED
 AI6013'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6014 ***********************************************************************
 AI6014  DESIGNATION -  2J82
 AI6014  PID         -  AI6014
 AI6014  STATE/COUNTY-  WI/DODGE
 AI6014  COUNTRY     -  US
 AI6014  USGS QUAD   -  MAYVILLE SOUTH (2018)
 AI6014
 AI6014                         *CURRENT SURVEY CONTROL
 AI6014  ______________________________________________________________________
 AI6014* NAD 83(1986) POSITION- 43 28 04.0    (N) 088 36 29.0    (W)   HD_HELD2
 AI6014* NAVD 88 ORTHO HEIGHT -   263.989 (meters)      866.10  (feet) ADJUSTED
 AI6014  ______________________________________________________________________
 AI6014  GEOID HEIGHT    -        -35.107 (meters)                     GEOID18
 AI6014  DYNAMIC HEIGHT  -        263.930 (meters)      865.91  (feet) COMP
 AI6014  MODELED GRAVITY -    980,388.7   (mgal)                       NAVD 88
 AI6014
 AI6014  VERT ORDER      -  SECOND    CLASS I
 AI6014
 AI6014.The horizontal coordinates were established by autonomous hand held GPS
 AI6014.observations and have an estimated accuracy of +/- 10 meters.
 AI6014
 AI6014.The orthometric height was determined by differential leveling and
 AI6014.adjusted by the WI DEPT OF TRANSP
 AI6014.in May 2012.
 AI6014
 AI6014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6014.GEOID18 height accuracy estimate available here.
 AI6014
 AI6014.Click photographs - Photos may exist for this station.
 AI6014
 AI6014.The dynamic height is computed by dividing the NAVD 88
 AI6014.geopotential number by the normal gravity value computed on the
 AI6014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6014.degrees latitude (g = 980.6199 gals.).
 AI6014
 AI6014.The modeled gravity was interpolated from observed gravity values.
 AI6014
 AI6014;                    North         East    Units  Estimated Accuracy
 AI6014;SPC WI S     -   163,996.      712,623.      MT  (+/- 10 meters HH2 GPS)
 AI6014
 AI6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6992714018(NAD 83)
 AI6014
 AI6014                          SUPERSEDED SURVEY CONTROL
 AI6014
 AI6014  NAVD 88 (04/20/07)  263.963  (m)          866.02   (f) SUPERSEDED  2 1
 AI6014  NAVD 88 (10/20/00)  263.947  (m)          865.97   (f) SUPERSEDED  2 1
 AI6014
 AI6014.Superseded values are not recommended for survey control.
 AI6014
 AI6014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6014.See file dsdata.pdf to determine how the superseded data were derived.
 AI6014
 AI6014_MARKER: DD = SURVEY DISK
 AI6014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6014_STAMPING: 2J82 1999
 AI6014_MARK LOGO: WIDT
 AI6014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6014+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AI6014
 AI6014  HISTORY     - Date     Condition        Report By
 AI6014  HISTORY     - 1999     MONUMENTED       WIDT
 AI6014  HISTORY     - 20030807 GOOD             USPSQD
 AI6014  HISTORY     - 20040630 GOOD             WIDT
 AI6014  HISTORY     - 20060927 GOOD             USPSQD
 AI6014
 AI6014                          STATION DESCRIPTION
 AI6014
 AI6014'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6014'THE STATION IS LOCATED APPROXIMATELY 17.7 KM (11.00 MI) EAST OF BEAVER
 AI6014'DAM, AND 2.4 KM (1.50 MI) NORTHEAST OF HORICON.  OWNERSHIP--WISCONSIN
 AI6014'DEPARTMENT OF NATURAL RESOURCES.  TO REACH THE STATION FROM THE
 AI6014'JUNCTION OF STATE HIGHWAY 28 WITH STATE HIGHWAY 33 IN THE CITY OF
 AI6014'HORICON, GO NORTH AND NORTHEAST 2.3 KM (1.40 MI) ON STATE HIGHWAY 28
 AI6014'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 AI6014'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6014'STAMPED --2J82 1999-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI6014'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) ABOVE THE
 AI6014'HIGHWAY PAVEMENT.  THE STATION IS 23.3 M (76.4 FT) NORTHWEST OF THE
 AI6014'CENTERLINE OF STATE HIGHWAY 28, 27.4 M (89.9 FT) SOUTHWEST OF A YELLOW
 AI6014'FIBERGLASS --R/W-- POST, 9.4 M (30.8 FT) WEST-SOUTHWEST OF A METAL
 AI6014'POST FOR A --CLOSED AREA-- SIGN, 8.2 M (26.9 FT) SOUTH-SOUTHEAST OF
 AI6014'THE NORTHERN MOST WOOD POST OF A --HORICON MARSH WILDLIFE AREA DEPT.
 AI6014'NATURAL RESOURCES-- SIGN, AND 0.95 M (3.12 FT) SOUTH-SOUTHEAST OF A
 AI6014'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6014'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6014
 AI6014                          STATION RECOVERY (2003)
 AI6014
 AI6014'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6014'RECOVERED IN GOOD CONDITION.
 AI6014
 AI6014                          STATION RECOVERY (2004)
 AI6014
 AI6014'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6014'RECOVERED AS DESCRIBED AND TWO POSTS ADDED.  THE STATION IS IN THE
 AI6014'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6014
 AI6014                          STATION RECOVERY (2006)
 AI6014
 AI6014'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6015 ***********************************************************************
 AI6015  DESIGNATION -  2J83
 AI6015  PID         -  AI6015
 AI6015  STATE/COUNTY-  WI/DODGE
 AI6015  COUNTRY     -  US
 AI6015  USGS QUAD   -  MAYVILLE SOUTH (2018)
 AI6015
 AI6015                         *CURRENT SURVEY CONTROL
 AI6015  ______________________________________________________________________
 AI6015* NAD 83(1986) POSITION- 43 28 26.30   (N) 088 36 01.92   (W)   HD_HELD1
 AI6015* NAVD 88 ORTHO HEIGHT -   274.338 (meters)      900.06  (feet) ADJUSTED
 AI6015  ______________________________________________________________________
 AI6015  GEOID HEIGHT    -        -35.115 (meters)                     GEOID18
 AI6015  DYNAMIC HEIGHT  -        274.276 (meters)      899.85  (feet) COMP
 AI6015  MODELED GRAVITY -    980,388.3   (mgal)                       NAVD 88
 AI6015
 AI6015  VERT ORDER      -  SECOND    CLASS I
 AI6015
 AI6015.The horizontal coordinates were determined by differentially corrected
 AI6015.hand held GPS observations or other comparable positioning techniques
 AI6015.and have an estimated accuracy of +/- 3 meters.
 AI6015
 AI6015.The orthometric height was determined by differential leveling and
 AI6015.adjusted by the WI DEPT OF TRANSP
 AI6015.in May 2012.
 AI6015
 AI6015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6015.GEOID18 height accuracy estimate available here.
 AI6015
 AI6015.Click photographs - Photos may exist for this station.
 AI6015
 AI6015.The dynamic height is computed by dividing the NAVD 88
 AI6015.geopotential number by the normal gravity value computed on the
 AI6015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6015.degrees latitude (g = 980.6199 gals.).
 AI6015
 AI6015.The modeled gravity was interpolated from observed gravity values.
 AI6015
 AI6015;                    North         East    Units  Estimated Accuracy
 AI6015;SPC WI S     -   164,694.5     713,220.0     MT  (+/- 3 meters HH1 GPS) 
 AI6015
 AI6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7054914694(NAD 83)
 AI6015
 AI6015                          SUPERSEDED SURVEY CONTROL
 AI6015
 AI6015  NAVD 88 (04/20/07)  274.311  (m)          899.97   (f) SUPERSEDED  2 1
 AI6015  NAVD 88 (10/20/00)  274.295  (m)          899.92   (f) SUPERSEDED  2 1
 AI6015
 AI6015.Superseded values are not recommended for survey control.
 AI6015
 AI6015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6015.See file dsdata.pdf to determine how the superseded data were derived.
 AI6015
 AI6015_MARKER: DD = SURVEY DISK
 AI6015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6015_STAMPING: 2J83 1999
 AI6015_MARK LOGO: WIDT
 AI6015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6015+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AI6015
 AI6015  HISTORY     - Date     Condition        Report By
 AI6015  HISTORY     - 1999     MONUMENTED       WIDT
 AI6015  HISTORY     - 20030807 GOOD             USPSQD
 AI6015  HISTORY     - 20040608 GOOD             WIDT
 AI6015  HISTORY     - 20060927 GOOD             USPSQD
 AI6015
 AI6015                          STATION DESCRIPTION
 AI6015
 AI6015'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6015'THE STATION IS LOCATED APPROXIMATELY 17.7 KM (11.00 MI) EAST OF BEAVER
 AI6015'DAM, AND 2.4 KM (1.50 MI) NORTHEAST OF HORICON AT THE WISCONSIN
 AI6015'DEPARTMENT OF NATURAL RESOURCES HORICON HEADQUARTERS.
 AI6015'OWNERSHIP--WISCONSIN DEPARTMENT OF NATURAL RESOURCES.  TO REACH THE
 AI6015'STATION FROM THE JUNCTION OF STATE HIGHWAY 28 WITH STATE HIGHWAY 33 IN
 AI6015'THE CITY OF HORICON GO AND NORTHEAST ON STATE HIGHWAY 28 FOR 3.1 KM
 AI6015'(1.90 MI) 28 TO FLYWAY CLINIC ROAD ON THE LEFT, TURN LEFT AND GO NORTH
 AI6015'ON FLYWAY CLINIC ROAD FOR 0.2 KM (0.10 MI) TO THE WISCONSIN DEPARTMENT
 AI6015'OF NATURAL RESOURCES HORICON HEADQUARTERS ENTRANCE ROAD ON LEFT, TURN
 AI6015'LEFT AND GO NORTHWEST ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) ON TO
 AI6015'STATION ON RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6015'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2J83
 AI6015'1999-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI6015'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE PARKING LOT PAVEMENT.
 AI6015'THE STATION IS 66.3 M (217.5 FT) SOUTHEAST OF THE SOUTHEASTERN MOST
 AI6015'MASONRY CORNER OF THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES
 AI6015'BUILDING, 47.0 M (154.2 FT) NORTHEAST OF NORTHERN MOST WOOD SIGN POST
 AI6015'FOR --HORICON DNR AREA HQ-- SIGN, 5.8 M (19.0 FT) SOUTHEAST OF EASTERN
 AI6015'EDGE OF PARKING LOT, AND 1.15 M (3.77 FT) W OF A WHITE PLASTIC WITNESS
 AI6015'POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI6015'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6015
 AI6015                          STATION RECOVERY (2003)
 AI6015
 AI6015'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6015'RECOVERED IN GOOD CONDITION.
 AI6015
 AI6015                          STATION RECOVERY (2004)
 AI6015
 AI6015'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6015'RECOVERED AS DESCRIBED.
 AI6015
 AI6015                          STATION RECOVERY (2006)
 AI6015
 AI6015'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6016 ***********************************************************************
 AI6016  DESIGNATION -  2J84
 AI6016  PID         -  AI6016
 AI6016  STATE/COUNTY-  WI/DODGE
 AI6016  COUNTRY     -  US
 AI6016  USGS QUAD   -  MAYVILLE SOUTH (2018)
 AI6016
 AI6016                         *CURRENT SURVEY CONTROL
 AI6016  ______________________________________________________________________
 AI6016* NAD 83(1986) POSITION- 43 28 32.2    (N) 088 35 42.1    (W)   HD_HELD2
 AI6016* NAVD 88 ORTHO HEIGHT -   288.663 (meters)      947.06  (feet) ADJUSTED
 AI6016  ______________________________________________________________________
 AI6016  GEOID HEIGHT    -        -35.114 (meters)                     GEOID18
 AI6016  DYNAMIC HEIGHT  -        288.598 (meters)      946.84  (feet) COMP
 AI6016  MODELED GRAVITY -    980,387.8   (mgal)                       NAVD 88
 AI6016
 AI6016  VERT ORDER      -  SECOND    CLASS I
 AI6016
 AI6016.The horizontal coordinates were established by autonomous hand held GPS
 AI6016.observations and have an estimated accuracy of +/- 10 meters.
 AI6016
 AI6016.The orthometric height was determined by differential leveling and
 AI6016.adjusted by the WI DEPT OF TRANSP
 AI6016.in May 2012.
 AI6016
 AI6016.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6016.GEOID18 height accuracy estimate available here.
 AI6016
 AI6016.Click photographs - Photos may exist for this station.
 AI6016
 AI6016.The dynamic height is computed by dividing the NAVD 88
 AI6016.geopotential number by the normal gravity value computed on the
 AI6016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6016.degrees latitude (g = 980.6199 gals.).
 AI6016
 AI6016.The modeled gravity was interpolated from observed gravity values.
 AI6016
 AI6016;                    North         East    Units  Estimated Accuracy
 AI6016;SPC WI S     -   164,884.      713,662.      MT  (+/- 10 meters HH2 GPS)
 AI6016
 AI6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7099814868(NAD 83)
 AI6016
 AI6016                          SUPERSEDED SURVEY CONTROL
 AI6016
 AI6016  NAVD 88 (04/20/07)  288.636  (m)          946.97   (f) SUPERSEDED  2 1
 AI6016  NAVD 88 (10/20/00)  288.620  (m)          946.91   (f) SUPERSEDED  2 1
 AI6016
 AI6016.Superseded values are not recommended for survey control.
 AI6016
 AI6016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6016.See file dsdata.pdf to determine how the superseded data were derived.
 AI6016
 AI6016_MARKER: DD = SURVEY DISK
 AI6016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6016_STAMPING: 2J84 1999
 AI6016_MARK LOGO: WIDT
 AI6016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6016+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AI6016
 AI6016  HISTORY     - Date     Condition        Report By
 AI6016  HISTORY     - 1999     MONUMENTED       WIDT
 AI6016  HISTORY     - 20030807 GOOD             USPSQD
 AI6016  HISTORY     - 20040608 GOOD             WIDT
 AI6016  HISTORY     - 20060927 GOOD             USPSQD
 AI6016
 AI6016                          STATION DESCRIPTION
 AI6016
 AI6016'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6016'THE STATION IS LOCATED APPROXIMATELY 17.7 KM (11.00 MI) EAST OF BEAVER
 AI6016'DAM, AND 1.5 MILES (2.4 KM) NORTHEAST OF HORICON. OWNERSHIP--WISCONSIN
 AI6016'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6016'OF STATE HIGHWAY 28 WITH STATE HIGHWAY 33 IN THE CITY OF HORICON GO
 AI6016'NORTHEAST ON STATE HIGHWAY 28 FOR 3.1 KM (1.90 MI) TO FLYWAY CLINIC
 AI6016'ROAD ON LEFT, CONTINUE NORTHEAST ON STATE HIGHWAY 28 FOR 0.56 KM (0.35
 AI6016'MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6016'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6016'STAMPED --2J84 1999-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI6016'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY
 AI6016'PAVEMENT.  THE STATION IS 13.4 M (44.0 FT) SOUTHEAST OF THE CENTERLINE
 AI6016'OF STATE HIGHWAY 28, 47.7 M (156.5 FT) NORTH-NORTHEAST OF THE
 AI6016'CENTERLINE OF A GRAVEL PRIVATE ENTRANCE --N7782--, 32.8 M (107.6 FT)
 AI6016'SOUTHWEST OF THE CENTERLINE OF A PAVED PRIVATE ENTRANCE --N7782--,
 AI6016'32.5 M (106.6 FT) WEST-SOUTHWEST OF A YELLOW WOOD RIGHT-OF-WAY POST,
 AI6016'31.2 M (102.4 FT) NORTH-NORTHEAST OF UTILITY POLE --12-16-28.3
 AI6016'30/18--, 26.9 M (88.3 FT) WEST-SOUTHWEST OF UTILITY POLE --12-16-28.3
 AI6016'33/20--, 26.4 M (86.6 FT) SOUTHWEST OF A METAL POST FOR A
 AI6016'--WILLIAMSTOWN N7782-- SIGN, AND 1.0 M (3.3 FT) WEST-NORTHWEST OF A
 AI6016'WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE
 AI6016'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 AI6016'FOR THE TWO REFERENCED UTILITY POLES WITH ONE UTILITY POLE LOCATED IN
 AI6016'THE NORTHEAST QUADRANT EXTENDING TO 20 DEGREES ABOVE THE HORIZON AND
 AI6016'THE OTHER UTILITY POLE LOCATED IN THE SOUTHWEST QUADRANT EXTENDING TO
 AI6016'16 DEGREES ABOVE THE HORIZON.
 AI6016
 AI6016                          STATION RECOVERY (2003)
 AI6016
 AI6016'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6016'RECOVERED IN GOOD CONDITION.
 AI6016
 AI6016                          STATION RECOVERY (2004)
 AI6016
 AI6016'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6016'RECOVERED AS DESCRIBED.
 AI6016
 AI6016                          STATION RECOVERY (2006)
 AI6016
 AI6016'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6017 ***********************************************************************
 AI6017  DESIGNATION -  2J85
 AI6017  PID         -  AI6017
 AI6017  STATE/COUNTY-  WI/DODGE
 AI6017  COUNTRY     -  US
 AI6017  USGS QUAD   -  MAYVILLE SOUTH (2018)
 AI6017
 AI6017                         *CURRENT SURVEY CONTROL
 AI6017  ______________________________________________________________________
 AI6017* NAD 83(1986) POSITION- 43 29 38.6    (N) 088 33 46.0    (W)   HD_HELD2
 AI6017* NAVD 88 ORTHO HEIGHT -   294.513 (meters)      966.25  (feet) ADJUSTED
 AI6017  ______________________________________________________________________
 AI6017  GEOID HEIGHT    -        -35.139 (meters)                     GEOID18
 AI6017  DYNAMIC HEIGHT  -        294.446 (meters)      966.03  (feet) COMP
 AI6017  MODELED GRAVITY -    980,386.0   (mgal)                       NAVD 88
 AI6017
 AI6017  VERT ORDER      -  SECOND    CLASS I
 AI6017
 AI6017.The horizontal coordinates were established by autonomous hand held GPS
 AI6017.observations and have an estimated accuracy of +/- 10 meters.
 AI6017
 AI6017.The orthometric height was determined by differential leveling and
 AI6017.adjusted by the WI DEPT OF TRANSP
 AI6017.in May 2012.
 AI6017
 AI6017.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6017.GEOID18 height accuracy estimate available here.
 AI6017
 AI6017.Click photographs - Photos may exist for this station.
 AI6017
 AI6017.The dynamic height is computed by dividing the NAVD 88
 AI6017.geopotential number by the normal gravity value computed on the
 AI6017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6017.degrees latitude (g = 980.6199 gals.).
 AI6017
 AI6017.The modeled gravity was interpolated from observed gravity values.
 AI6017
 AI6017;                    North         East    Units  Estimated Accuracy
 AI6017;SPC WI S     -   166,977.      716,236.      MT  (+/- 10 meters HH2 GPS)
 AI6017
 AI6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7364516867(NAD 83)
 AI6017
 AI6017                          SUPERSEDED SURVEY CONTROL
 AI6017
 AI6017  NAVD 88 (04/20/07)  294.486  (m)          966.16   (f) SUPERSEDED  2 1
 AI6017  NAVD 88 (10/20/00)  294.468  (m)          966.10   (f) SUPERSEDED  2 1
 AI6017
 AI6017.Superseded values are not recommended for survey control.
 AI6017
 AI6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6017.See file dsdata.pdf to determine how the superseded data were derived.
 AI6017
 AI6017_MARKER: DD = SURVEY DISK
 AI6017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6017_STAMPING: 2J85 1999
 AI6017_MARK LOGO: WIDT
 AI6017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6017+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AI6017
 AI6017  HISTORY     - Date     Condition        Report By
 AI6017  HISTORY     - 1999     MONUMENTED       WIDT
 AI6017  HISTORY     - 20030807 GOOD             USPSQD
 AI6017  HISTORY     - 20040630 GOOD             WIDT
 AI6017  HISTORY     - 20060927 GOOD             USPSQD
 AI6017
 AI6017                          STATION DESCRIPTION
 AI6017
 AI6017'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6017'THE STATION IS LOCATED APPROXIMATELY 22.5 KM (14.00 MI) NORTHWEST OF
 AI6017'WEST BEND, IN MAYVILLE AT THE NORTHEAST QUADRANT OF THE JUNCTION OF
 AI6017'STATE HIGHWAY 28 WITH COUNTY HIGHWAY TW.  OWNERSHIP--DODGE COUNTY. TO
 AI6017'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 WITH STATE
 AI6017'HIGHWAY 67 IN THE CITY OF MAYVILLE, GO WEST ON STATE HIGHWAY 28 FOR
 AI6017'1.3 KM (0.80 MI) TO COUNTY HIGHWAY TW, TURN LEFT AND GO SOUTHWEST ON
 AI6017'COUNTY HIGHWAY TW FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 AI6017'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6017'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2J85 1999-- SET IN THE
 AI6017'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI6017'AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 AI6017'8.3 M (27.2 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY TW, 19.1 M
 AI6017'(62.7 FT) EAST-SOUTHEAST OF A YELLOW SURVEY MARKER WITNESS POST, 11.2
 AI6017'M (36.7 FT) EAST-SOUTHEAST OF A WOOD TRAFFIC SIGN POST --COUNTY TW--,
 AI6017'POST, 2.7 M (8.9 FT) EAST-SOUTHEAST OF A YELLOW SURVEY MARKER WITNESS
 AI6017'POST, 2.6 M (8.5 FT) SOUTH OF THE EASTERN MOST GUARDRAIL POST, AND 1.1
 AI6017'M (3.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI6017'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI6017'ABOVE THE HORIZON EXCEPT FOR A POWER POLE IN THE SOUTHWEST QUADRANT
 AI6017'EXTENDING TO 15 DEGREES ABOVE THE HORIZON, A POWER POLE IN THE
 AI6017'SOUTHEAST QUADRANT EXTENDING TO 20 DEGREES ABOVE THE HORIZON, AND A
 AI6017'POWERLINE SPANNING THE LENGTH OF THE TWO REFERENCED POWER POLES
 AI6017'EXTENDING 20 DEGREES ABOVE THE HORIZON.
 AI6017
 AI6017                          STATION RECOVERY (2003)
 AI6017
 AI6017'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6017'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9 FEER SOUTHWEST OF
 AI6017'A YELLOW DODGE COUNTY SURVET MARKER WITNESS POST.  NOTE-- THE WHITE
 AI6017'PLASTIC WITNESS POST IS BROKEN INTO PIECES AND LYING ON THE GROUND.
 AI6017'CORRECTION IN 1999 DESCRIPTION--  THE STATION IS 2.6 M (5.5 FEET)
 AI6017'NORTH (NOT SOUTH) OF THE EASTERN MOST GUARDRAIL POST.
 AI6017
 AI6017                          STATION RECOVERY (2004)
 AI6017
 AI6017'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6017'RECOVERED AS DESCRIBED AND TWO POSTS ADDED.  THE STATION IS IN THE
 AI6017'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6017
 AI6017                          STATION RECOVERY (2006)
 AI6017
 AI6017'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4605 ***********************************************************************
 DQ4605  DESIGNATION -  2J91
 DQ4605  PID         -  DQ4605
 DQ4605  STATE/COUNTY-  WI/DODGE
 DQ4605  COUNTRY     -  US
 DQ4605  USGS QUAD   -  BEAVER DAM (2018)
 DQ4605
 DQ4605                         *CURRENT SURVEY CONTROL
 DQ4605  ______________________________________________________________________
 DQ4605* NAD 83(2011) POSITION- 43 27 32.68002(N) 088 45 41.97873(W)   ADJUSTED
 DQ4605* NAD 83(2011) ELLIP HT-   246.424 (meters)        (09/21/17)   ADJUSTED
 DQ4605* NAD 83(2011) EPOCH   -  2010.00
 DQ4605* NAVD 88 ORTHO HEIGHT -   281.610 (meters)      923.92  (feet) ADJUSTED
 DQ4605  ______________________________________________________________________
 DQ4605  GEOID HEIGHT    -        -35.189 (meters)                     GEOID18
 DQ4605  NAD 83(2011) X  -    100,216.443 (meters)                     COMP
 DQ4605  NAD 83(2011) Y  - -4,636,116.623 (meters)                     COMP
 DQ4605  NAD 83(2011) Z  -  4,364,832.201 (meters)                     COMP
 DQ4605  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 DQ4605  DYNAMIC HEIGHT  -        281.543 (meters)      923.70  (feet) COMP
 DQ4605  MODELED GRAVITY -    980,375.3   (mgal)                       NAVD 88
 DQ4605
 DQ4605  VERT ORDER      -  SECOND    CLASS I
 DQ4605
 DQ4605  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4605  Standards:
 DQ4605         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4605            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4605  -------------------------------------------------------------------
 DQ4605  NETWORK    0.41   0.55           0.19   0.13   0.28     -0.08980706
 DQ4605  -------------------------------------------------------------------
 DQ4605  Click here for local accuracies and other accuracy information.
 DQ4605
 DQ4605.The horizontal coordinates were established by GPS observations
 DQ4605.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DQ4605
 DQ4605.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4605.been affixed to the stable North American tectonic plate. See 
 DQ4605.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4605
 DQ4605.The horizontal coordinates are valid at the epoch date displayed above
 DQ4605.which is a decimal equivalence of Year/Month/Day.
 DQ4605
 DQ4605.The orthometric height was determined by differential leveling and
 DQ4605.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4605.in March 2017.
 DQ4605
 DQ4605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4605.GEOID18 height accuracy estimate available here.
 DQ4605
 DQ4605.Click photographs - Photos may exist for this station.
 DQ4605
 DQ4605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4605
 DQ4605.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4605
 DQ4605.The ellipsoidal height was determined by GPS observations
 DQ4605.and is referenced to NAD 83.
 DQ4605
 DQ4605.The dynamic height is computed by dividing the NAVD 88
 DQ4605.geopotential number by the normal gravity value computed on the
 DQ4605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4605.degrees latitude (g = 980.6199 gals.).
 DQ4605
 DQ4605.The modeled gravity was interpolated from observed gravity values.
 DQ4605
 DQ4605. The following values were computed from the NAD 83(2011) position.
 DQ4605
 DQ4605;                    North         East     Units Scale Factor Converg.
 DQ4605;SPC WI S     -   162,833.800   700,209.988   MT  0.99993305   +0 51 03.1
 DQ4605;SPC WI S     -   534,230.56  2,297,272.27   sFT  0.99993305   +0 51 03.1
 DQ4605;UTM  16      - 4,813,303.937   357,482.323   MT  0.99984985   -1 12 43.0
 DQ4605
 DQ4605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4605!SPC WI S     -   0.99996136  x   0.99993305  =   0.99989441
 DQ4605!UTM  16      -   0.99996136  x   0.99984985  =   0.99981121
 DQ4605
 DQ4605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5748213303(NAD 83)
 DQ4605
 DQ4605                          SUPERSEDED SURVEY CONTROL
 DQ4605
 DQ4605.No superseded survey control is available for this station.
 DQ4605
 DQ4605_MARKER: DD = SURVEY DISK
 DQ4605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4605_STAMPING: 2J91 2007
 DQ4605_MARK LOGO: WIDT
 DQ4605_PROJECTION: FLUSH
 DQ4605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4605+STABILITY: SURFACE MOTION
 DQ4605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4605+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2019
 DQ4605
 DQ4605  HISTORY     - Date     Condition        Report By
 DQ4605  HISTORY     - 2007     MONUMENTED       WIDT
 DQ4605  HISTORY     - 20160919 GOOD             WIDT
 DQ4605  HISTORY     - 20190420 GOOD             GEOCAC
 DQ4605
 DQ4605                          STATION DESCRIPTION
 DQ4605
 DQ4605'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4605'THE STATION IS LOCATED 6 MI (9.7 KM) WEST OF HORICON, 5 MI (8.0 KM)
 DQ4605'NORTHWEST OF JUNEAU, AND 4 MI (6.4 KM) EAST OF BEAVER DAM.
 DQ4605'
 DQ4605'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DQ4605'HIGHWAY 33 (EXIT 132) IN THE CITY OF BEAVER DAM, GO EAST ON STATE
 DQ4605'HIGHWAY 33 FOR 3.35 MI (5.39 KM) TO COUNTY HIGHWAY A.  TURN LEFT AND
 DQ4605'GO NORTH ON COUNTY HIGHWAY A FOR 1.1 MI (1.8 KM) TO PROSPECT ROAD AND
 DQ4605'THE STATION ON THE LEFT.
 DQ4605'
 DQ4605'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4605'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (40
 DQ4605'CM) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.   THE
 DQ4605'STATION IS 25.6 M (84.0 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DQ4605'HIGHWAY A, 25.6 M (84.0 FT) NORTH OF THE CENTERLINE OF PROSPECT ROAD,
 DQ4605'3.5 M (11.5 FT) SOUTHEAST OF A RIGHT-OF-WAY FENCE AND 1.0 M (3.3 FT)
 DQ4605'EAST OF A WHITE PLASTIC WITNESS POST.
 DQ4605'
 DQ4605'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4605'DEGREES ABOVE THE HORIZON.
 DQ4605
 DQ4605                          STATION RECOVERY (2019)
 DQ4605
 DQ4605'RECOVERY NOTE BY GEOCACHING 2019 (LJB)
 DQ4605'WHITE SURVEY POST DESTROYED.  MARKER FOUND UNDER LAYERS OF GRASS
 DQ4605'OTHERWISE FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9589 ***********************************************************************
 DF9589  DESIGNATION -  2K01
 DF9589  PID         -  DF9589
 DF9589  STATE/COUNTY-  WI/WAUKESHA
 DF9589  COUNTRY     -  US
 DF9589  USGS QUAD   -  OCONOMOWOC EAST (2018)
 DF9589
 DF9589                         *CURRENT SURVEY CONTROL
 DF9589  ______________________________________________________________________
 DF9589* NAD 83(1986) POSITION- 43 01 27.47   (N) 088 28 18.13   (W)   HD_HELD1
 DF9589* NAVD 88 ORTHO HEIGHT -   263.156 (meters)      863.37  (feet) ADJUSTED
 DF9589  ______________________________________________________________________
 DF9589  GEOID HEIGHT    -        -34.479 (meters)                     GEOID18
 DF9589  DYNAMIC HEIGHT  -        263.087 (meters)      863.14  (feet) COMP
 DF9589  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 DF9589
 DF9589  VERT ORDER      -  SECOND    CLASS I
 DF9589
 DF9589.The horizontal coordinates were determined by differentially corrected
 DF9589.hand held GPS observations or other comparable positioning techniques
 DF9589.and have an estimated accuracy of +/- 3 meters.
 DF9589
 DF9589.The orthometric height was determined by differential leveling and
 DF9589.adjusted by the WI DEPT OF TRANSP
 DF9589.in May 2012.
 DF9589
 DF9589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9589.GEOID18 height accuracy estimate available here.
 DF9589
 DF9589.Click photographs - Photos may exist for this station.
 DF9589
 DF9589.The dynamic height is computed by dividing the NAVD 88
 DF9589.geopotential number by the normal gravity value computed on the
 DF9589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9589.degrees latitude (g = 980.6199 gals.).
 DF9589
 DF9589.The modeled gravity was interpolated from observed gravity values.
 DF9589
 DF9589;                    North         East    Units  Estimated Accuracy
 DF9589;SPC WI S     -   114,931.1     724,557.0     MT  (+/- 3 meters HH1 GPS) 
 DF9589
 DF9589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8009064563(NAD 83)
 DF9589
 DF9589                          SUPERSEDED SURVEY CONTROL
 DF9589
 DF9589  NAVD 88 (04/20/07)  263.132  (m)          863.29   (f) SUPERSEDED  2 1
 DF9589  NAVD 88 (02/25/04)  263.112  (m)          863.23   (f) SUPERSEDED  2 1
 DF9589
 DF9589.Superseded values are not recommended for survey control.
 DF9589
 DF9589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9589.See file dsdata.pdf to determine how the superseded data were derived.
 DF9589
 DF9589_MARKER: DD = SURVEY DISK
 DF9589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9589_STAMPING: 2K01 2002
 DF9589_MARK LOGO: WIDT
 DF9589_PROJECTION: FLUSH
 DF9589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9589+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9589
 DF9589  HISTORY     - Date     Condition        Report By
 DF9589  HISTORY     - 2001     MONUMENTED       WIDT
 DF9589  HISTORY     - 20041113 GOOD             USPSQD
 DF9589  HISTORY     - 20060829 GOOD             WIDT
 DF9589  HISTORY     - 20060924 GOOD             USPSQD
 DF9589
 DF9589                          STATION DESCRIPTION
 DF9589
 DF9589'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9589'THE STATION IS LOCATED ABOUT 20 KM WEST OF WAUKESHA, 10 KM SOUTH OF
 DF9589'OCONOMOWOC, AND 2 KM NORTH OF DOUSMAN.  OWNERSHIP--WISCONSIN
 DF9589'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9589'OF US HIGHWAY 18 WITH STATE HIGHWAY 67 ABOUT 10 KM SOUTH OF THE CITY
 DF9589'OF OCONOMOWOC, GO WEST ON US HIGHWAY 18 FOR 0.8 KM TO THE STATION ON
 DF9589'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9589'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9589'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9589'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 10.8 M
 DF9589'NORTH-NORTHEAST OF THE CENTERLINE OF US HIGHWAY 18, 57 M
 DF9589'EAST-SOUTHEAST OF EXTENDED CENTERLINE OF MAIN STREET, 44.1 M
 DF9589'NORTHWEST OF WOOD POST FOR A --UNITED CHURCH OF CHRIST JUST AHEAD--
 DF9589'SIGN, 38.8 M EAST-SOUTHEAST OF A WOOD POST FOR A --ST BRUNO CATHOLIC
 DF9589'CHURCH AND SCHOOL-- SIGN, 20.0 M SOUTHEAST OF A METAL R/W POST, AND 5
 DF9589'M SOUTH-SOUTHWEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DF9589'NORTHWEST AND SOUTHEAST OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9589'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9589'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9589
 DF9589                          STATION RECOVERY (2004)
 DF9589
 DF9589'RECOVERY NOTE BY US POWER SQUADRON 2004 (JBS)
 DF9589'RECOVERED IN GOOD CONDITION.
 DF9589
 DF9589                          STATION RECOVERY (2006)
 DF9589
 DF9589'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9589'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 41.5 M WEST OF A
 DF9589'CULVERT POST AND 22.5 M NORTH-NORTHEAST OF A --SPEED LIMIT 45-- WOOD
 DF9589'SIGN POST.  ---NOTE1--- THERE IS NO CHURCH SIGN POST PRESENT.
 DF9589'---NOTE2--- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE
 DF9589'SOUTH QUADRANTS EXTENDING TO 30 DEGREES AND TREES TO THE EAST AND WEST
 DF9589'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DF9589
 DF9589                          STATION RECOVERY (2006)
 DF9589
 DF9589'RECOVERY NOTE BY US POWER SQUADRON 2006 (TMS)
 DF9589'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9588 ***********************************************************************
 DF9588  DESIGNATION -  2K02
 DF9588  PID         -  DF9588
 DF9588  STATE/COUNTY-  WI/WAUKESHA
 DF9588  COUNTRY     -  US
 DF9588  USGS QUAD   -  OCONOMOWOC EAST (2018)
 DF9588
 DF9588                         *CURRENT SURVEY CONTROL
 DF9588  ______________________________________________________________________
 DF9588* NAD 83(1986) POSITION- 43 01 16.9    (N) 088 26 54.3    (W)   HD_HELD2
 DF9588* NAVD 88 ORTHO HEIGHT -   274.289 (meters)      899.90  (feet) ADJUSTED
 DF9588  ______________________________________________________________________
 DF9588  GEOID HEIGHT    -        -34.485 (meters)                     GEOID18
 DF9588  DYNAMIC HEIGHT  -        274.216 (meters)      899.66  (feet) COMP
 DF9588  MODELED GRAVITY -    980,349.4   (mgal)                       NAVD 88
 DF9588
 DF9588  VERT ORDER      -  SECOND    CLASS I
 DF9588
 DF9588.The horizontal coordinates were established by autonomous hand held GPS
 DF9588.observations and have an estimated accuracy of +/- 10 meters.
 DF9588
 DF9588.The orthometric height was determined by differential leveling and
 DF9588.adjusted by the WI DEPT OF TRANSP
 DF9588.in May 2012.
 DF9588
 DF9588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9588.GEOID18 height accuracy estimate available here.
 DF9588
 DF9588.Click photographs - Photos may exist for this station.
 DF9588
 DF9588.The dynamic height is computed by dividing the NAVD 88
 DF9588.geopotential number by the normal gravity value computed on the
 DF9588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9588.degrees latitude (g = 980.6199 gals.).
 DF9588
 DF9588.The modeled gravity was interpolated from observed gravity values.
 DF9588
 DF9588;                    North         East    Units  Estimated Accuracy
 DF9588;SPC WI S     -   114,640.      726,461.      MT  (+/- 10 meters HH2 GPS)
 DF9588
 DF9588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8198164204(NAD 83)
 DF9588
 DF9588                          SUPERSEDED SURVEY CONTROL
 DF9588
 DF9588  NAVD 88 (04/20/07)  274.264  (m)          899.81   (f) SUPERSEDED  2 1
 DF9588  NAVD 88 (02/25/04)  274.246  (m)          899.76   (f) SUPERSEDED  2 1
 DF9588
 DF9588.Superseded values are not recommended for survey control.
 DF9588
 DF9588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9588.See file dsdata.pdf to determine how the superseded data were derived.
 DF9588
 DF9588_MARKER: DD = SURVEY DISK
 DF9588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9588_STAMPING: 2K02 2002
 DF9588_MARK LOGO: WIDT
 DF9588_PROJECTION: FLUSH
 DF9588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9588+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9588
 DF9588  HISTORY     - Date     Condition        Report By
 DF9588  HISTORY     - 2001     MONUMENTED       WIDT
 DF9588  HISTORY     - 20041113 GOOD             USPSQD
 DF9588  HISTORY     - 20060829 GOOD             WIDT
 DF9588  HISTORY     - 20060924 GOOD             USPSQD
 DF9588
 DF9588                          STATION DESCRIPTION
 DF9588
 DF9588'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9588'THE STATION IS LOCATED ABOUT 12 KM EAST OF SULLIVAN, 11 KM SOUTHEAST
 DF9588'OF OCONOMOWOC, AND 6 KM SOUTHWEST OF DELAFIELD.  OWNERSHIP--WISCONSIN
 DF9588'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9588'OF US HIGHWAY 18 WITH STATE HIGHWAY 67 ABOUT 10 KM SOUTH OF
 DF9588'OCONOMOWOC, GO EAST ON US HIGHWAY 18 FOR 1.1 KM TO THE STATION ON THE
 DF9588'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9588'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9588'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9588'THE HIGHWAY PAVEMENT. THE STATION IS 10.9 M SOUTH OF THE CENTERLINE
 DF9588'OF US HIGHWAY 18, 66 M EAST-SOUTHEAST OF THE EXTENDED CENTERLINE OF
 DF9588'OPEN GATE COURT (NORTHBOUND LANE), 37.0 M SOUTHEAST OF TELEPHONE POLE
 DF9588'--99-00954--, 6 M NORTH-NORTHEAST OF A CULTIVATED FIELD, AND 0.3 M
 DF9588'NORTH-NORTHEAST OF THE EDGE OF A BIKE PATH.  ---NOTE---THE STATION IS
 DF9588'EAST, WEST AND SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9588'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9588'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TELEPHONE POLE TO THE
 DF9588'NORTH EXTENDING TO 30 DEGREES.
 DF9588
 DF9588                          STATION RECOVERY (2004)
 DF9588
 DF9588'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHK)
 DF9588'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS MISSING, ONE WHITE
 DF9588'WITNESS POST REMAINS.
 DF9588
 DF9588                          STATION RECOVERY (2006)
 DF9588
 DF9588'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9588'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 27.5 M
 DF9588'EAST-NORTHEAST AND 19.0 M WEST-NORTHWEST OF THE NORTH WOOD POSTS WITH
 DF9588'ORANGE DIAMONDS ATTACHED MARKING A SNOWMOBILE TRAIL AND 1.0 M SOUTH,
 DF9588'1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9588
 DF9588                          STATION RECOVERY (2006)
 DF9588
 DF9588'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCG)
 DF9588'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9587 ***********************************************************************
 DF9587  DESIGNATION -  2K03
 DF9587  PID         -  DF9587
 DF9587  STATE/COUNTY-  WI/WAUKESHA
 DF9587  COUNTRY     -  US
 DF9587  USGS QUAD   -  OCONOMOWOC EAST (2018)
 DF9587
 DF9587                         *CURRENT SURVEY CONTROL
 DF9587  ______________________________________________________________________
 DF9587* NAD 83(1986) POSITION- 43 01 05.61   (N) 088 25 25.44   (W)   HD_HELD1
 DF9587* NAVD 88 ORTHO HEIGHT -   284.458 (meters)      933.26  (feet) ADJUSTED
 DF9587  ______________________________________________________________________
 DF9587  GEOID HEIGHT    -        -34.494 (meters)                     GEOID18
 DF9587  DYNAMIC HEIGHT  -        284.382 (meters)      933.01  (feet) COMP
 DF9587  MODELED GRAVITY -    980,347.6   (mgal)                       NAVD 88
 DF9587
 DF9587  VERT ORDER      -  SECOND    CLASS I
 DF9587
 DF9587.The horizontal coordinates were determined by differentially corrected
 DF9587.hand held GPS observations or other comparable positioning techniques
 DF9587.and have an estimated accuracy of +/- 3 meters.
 DF9587
 DF9587.The orthometric height was determined by differential leveling and
 DF9587.adjusted by the WI DEPT OF TRANSP
 DF9587.in May 2012.
 DF9587
 DF9587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9587.GEOID18 height accuracy estimate available here.
 DF9587
 DF9587.Click photographs - Photos may exist for this station.
 DF9587
 DF9587.The dynamic height is computed by dividing the NAVD 88
 DF9587.geopotential number by the normal gravity value computed on the
 DF9587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9587.degrees latitude (g = 980.6199 gals.).
 DF9587
 DF9587.The modeled gravity was interpolated from observed gravity values.
 DF9587
 DF9587;                    North         East    Units  Estimated Accuracy
 DF9587;SPC WI S     -   114,329.4     728,478.9     MT  (+/- 3 meters HH1 GPS) 
 DF9587
 DF9587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8398763822(NAD 83)
 DF9587
 DF9587                          SUPERSEDED SURVEY CONTROL
 DF9587
 DF9587  NAVD 88 (04/20/07)  284.433  (m)          933.18   (f) SUPERSEDED  2 1
 DF9587  NAVD 88 (02/25/04)  284.416  (m)          933.12   (f) SUPERSEDED  2 1
 DF9587
 DF9587.Superseded values are not recommended for survey control.
 DF9587
 DF9587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9587.See file dsdata.pdf to determine how the superseded data were derived.
 DF9587
 DF9587_MARKER: DD = SURVEY DISK
 DF9587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9587_STAMPING: 2K03 2002
 DF9587_MARK LOGO: WIDT
 DF9587_PROJECTION: FLUSH
 DF9587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9587+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9587
 DF9587  HISTORY     - Date     Condition        Report By
 DF9587  HISTORY     - 2001     MONUMENTED       WIDT
 DF9587  HISTORY     - 20041113 GOOD             USPSQD
 DF9587  HISTORY     - 20060829 GOOD             WIDT
 DF9587  HISTORY     - 20060924 GOOD             USPSQD
 DF9587
 DF9587                          STATION DESCRIPTION
 DF9587
 DF9587'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9587'THE STATION IS LOCATED ABOUT 16 WEST OF WAUKESHA, 12 KM SOUTHEAST OF
 DF9587'OCONOMOWOC, AND 4 KM EAST OF DOUSMAN.  OWNERSHIP--WISCONSIN
 DF9587'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9587'OF US HIGHWAY 18 WITH STATE HIGHWAY 67 ABOUT 10 KM SOUTH OF THE CITY
 DF9587'OF OCONOMOWOC, GO EAST ON US HIGHWAY 18 FOR 1.6 KM TO COUNTY HIGHWAY
 DF9587'P (SAWYER ROAD) ON THE LEFT, CONTINUE EAST ON US HIGHWAY 18 FOR 1.6
 DF9587'KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DF9587'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9587'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.1 M
 DF9587'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 10.6 M
 DF9587'NORTH OF THE CENTERLINE OF US HIGHWAY 18, 78 M WEST OF THE EXTENDED
 DF9587'CENTERLINE OF COUNTY HIGHWAY C, 60 M EAST OF PRIVATE ENTRANCE
 DF9587'--34100--, 30.6 M NORTH-NORTHWEST OF TELEPHONE POLE --99-00801
 DF9587'45-4--, 8.3 M WEST OF A METAL R/W POST, AND 1.0 M SOUTH OF A WHITE
 DF9587'PLASTIC FENCE.  ---NOTE---THE STATION IS 0.9 M SOUTH OF A WHITE
 DF9587'PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9587'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9587
 DF9587                          STATION RECOVERY (2004)
 DF9587
 DF9587'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHB)
 DF9587'RECOVERED IN GOOD CONDITION.
 DF9587
 DF9587                          STATION RECOVERY (2006)
 DF9587
 DF9587'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9587'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 6.1 M NORTHEAST OF
 DF9587'A --NO ENGINE BREAKING-- WOOD SIGN POST.
 DF9587'
 DF9587
 DF9587                          STATION RECOVERY (2006)
 DF9587
 DF9587'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCG)
 DF9587'HAND HELD GPS READ N4301.093 W08825.425 AT STATION SITE.  THE STATION
 DF9587'IS 3 FEET SOUTH OF A FENCE RUNNING EAST AND WEST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9586 ***********************************************************************
 DF9586  DESIGNATION -  2K04
 DF9586  PID         -  DF9586
 DF9586  STATE/COUNTY-  WI/WAUKESHA
 DF9586  COUNTRY     -  US
 DF9586  USGS QUAD   -  OCONOMOWOC EAST (2018)
 DF9586
 DF9586                         *CURRENT SURVEY CONTROL
 DF9586  ______________________________________________________________________
 DF9586* NAD 83(1986) POSITION- 43 00 53.15   (N) 088 24 15.65   (W)   HD_HELD1
 DF9586* NAVD 88 ORTHO HEIGHT -   286.620 (meters)      940.35  (feet) ADJUSTED
 DF9586  ______________________________________________________________________
 DF9586  GEOID HEIGHT    -        -34.503 (meters)                     GEOID18
 DF9586  DYNAMIC HEIGHT  -        286.543 (meters)      940.10  (feet) COMP
 DF9586  MODELED GRAVITY -    980,346.0   (mgal)                       NAVD 88
 DF9586
 DF9586  VERT ORDER      -  SECOND    CLASS I
 DF9586
 DF9586.The horizontal coordinates were determined by differentially corrected
 DF9586.hand held GPS observations or other comparable positioning techniques
 DF9586.and have an estimated accuracy of +/- 3 meters.
 DF9586
 DF9586.The orthometric height was determined by differential leveling and
 DF9586.adjusted by the WI DEPT OF TRANSP
 DF9586.in May 2012.
 DF9586
 DF9586.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9586.GEOID18 height accuracy estimate available here.
 DF9586
 DF9586.Click photographs - Photos may exist for this station.
 DF9586
 DF9586.The dynamic height is computed by dividing the NAVD 88
 DF9586.geopotential number by the normal gravity value computed on the
 DF9586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9586.degrees latitude (g = 980.6199 gals.).
 DF9586
 DF9586.The modeled gravity was interpolated from observed gravity values.
 DF9586
 DF9586;                    North         East    Units  Estimated Accuracy
 DF9586;SPC WI S     -   113,975.1     730,066.1     MT  (+/- 3 meters HH1 GPS) 
 DF9586
 DF9586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8556063411(NAD 83)
 DF9586
 DF9586                          SUPERSEDED SURVEY CONTROL
 DF9586
 DF9586  NAVD 88 (04/20/07)  286.595  (m)          940.27   (f) SUPERSEDED  2 1
 DF9586  NAVD 88 (02/25/04)  286.580  (m)          940.22   (f) SUPERSEDED  2 1
 DF9586
 DF9586.Superseded values are not recommended for survey control.
 DF9586
 DF9586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9586.See file dsdata.pdf to determine how the superseded data were derived.
 DF9586
 DF9586_MARKER: DD = SURVEY DISK
 DF9586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9586_STAMPING: 2K04 2002
 DF9586_MARK LOGO: WIDT
 DF9586_PROJECTION: FLUSH
 DF9586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9586+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 DF9586
 DF9586  HISTORY     - Date     Condition        Report By
 DF9586  HISTORY     - 2001     MONUMENTED       WIDT
 DF9586  HISTORY     - 20041113 GOOD             USPSQD
 DF9586  HISTORY     - 20060829 GOOD             WIDT
 DF9586
 DF9586                          STATION DESCRIPTION
 DF9586
 DF9586'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9586'THE STATION IS LOCATED ABOUT 14 KM WEST OF WAUKESHA, 5 KM SOUTH OF
 DF9586'DELAFIELD, AND 2 KM NORTHWEST OF WALES.  OWNERSHIP--WISCONSIN
 DF9586'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9586'OF US HIGHWAY 18 WITH STATE HIGHWAY 83 IN THE VILLAGE OF WALES, GO
 DF9586'WEST ON US HIGHWAY 18 FOR 1.7 KM TO THE STATION ON THE LEFT. THE
 DF9586'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9586'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9586'CONCRETE POST SET TO THE DEPTH OF 1.1 M AND ABOUT LEVEL WITH THE
 DF9586'HIGHWAY PAVEMENT.  THE STATION IS 12.6 M SOUTH-SOUTHWEST OF THE
 DF9586'CENTERLINE OF US HIGHWAY 18, 73 M EAST-SOUTHEAST OF NORTHERN MOST
 DF9586'WOOD POST FOR A --LAPHAM PEAK STATE PARK-- SIGN, 53 M WEST-NORTHWEST
 DF9586'OF THE EXTENDED CENTERLINE OF COUNTY HIGHWAY C, AND 21 M
 DF9586'NORTH-NORTHEAST OF CENTERLINE OF WISCONSIN STATE PARKS GLACIAL
 DF9586'DRUMLIN TRAIL BIKE PATH.  ---NOTE---THE STATION IS EAST, WEST AND
 DF9586'NORTH OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION
 DF9586'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF9586'THE HORIZON.
 DF9586
 DF9586                          STATION RECOVERY (2004)
 DF9586
 DF9586'RECOVERY NOTE BY US POWER SQUADRON 2004 (JBS)
 DF9586'FOUND AS DESCRIBED EXCEPT ONE WITNESS POST DESTROYED/MISSING, ONE
 DF9586'WITNESS POST SEVERELY DAMAGED, AND THIRD WITNESS POST IN DANGER OF
 DF9586'FALLING OVER.
 DF9586
 DF9586                          STATION RECOVERY (2006)
 DF9586
 DF9586'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9586'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DF9586'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9585 ***********************************************************************
 DF9585  DESIGNATION -  2K05
 DF9585  PID         -  DF9585
 DF9585  STATE/COUNTY-  WI/WAUKESHA
 DF9585  COUNTRY     -  US
 DF9585  USGS QUAD   -  OCONOMOWOC EAST (2018)
 DF9585
 DF9585                         *CURRENT SURVEY CONTROL
 DF9585  ______________________________________________________________________
 DF9585* NAD 83(1986) POSITION- 43 00 45.5    (N) 088 22 51.4    (W)   HD_HELD2
 DF9585* NAVD 88 ORTHO HEIGHT -   302.609 (meters)      992.81  (feet) ADJUSTED
 DF9585  ______________________________________________________________________
 DF9585  GEOID HEIGHT    -        -34.522 (meters)                     GEOID18
 DF9585  DYNAMIC HEIGHT  -        302.527 (meters)      992.54  (feet) COMP
 DF9585  MODELED GRAVITY -    980,344.4   (mgal)                       NAVD 88
 DF9585
 DF9585  VERT ORDER      -  SECOND    CLASS I
 DF9585
 DF9585.The horizontal coordinates were established by autonomous hand held GPS
 DF9585.observations and have an estimated accuracy of +/- 10 meters.
 DF9585
 DF9585.The orthometric height was determined by differential leveling and
 DF9585.adjusted by the WI DEPT OF TRANSP
 DF9585.in May 2012.
 DF9585
 DF9585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9585.GEOID18 height accuracy estimate available here.
 DF9585
 DF9585.Click photographs - Photos may exist for this station.
 DF9585
 DF9585.The dynamic height is computed by dividing the NAVD 88
 DF9585.geopotential number by the normal gravity value computed on the
 DF9585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9585.degrees latitude (g = 980.6199 gals.).
 DF9585
 DF9585.The modeled gravity was interpolated from observed gravity values.
 DF9585
 DF9585;                    North         East    Units  Estimated Accuracy
 DF9585;SPC WI S     -   113,776.      731,978.      MT  (+/- 10 meters HH2 GPS)
 DF9585
 DF9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8746363143(NAD 83)
 DF9585
 DF9585                          SUPERSEDED SURVEY CONTROL
 DF9585
 DF9585  NAVD 88 (04/20/07)  302.584  (m)          992.73   (f) SUPERSEDED  2 1
 DF9585  NAVD 88 (02/25/04)  302.570  (m)          992.68   (f) SUPERSEDED  2 1
 DF9585
 DF9585.Superseded values are not recommended for survey control.
 DF9585
 DF9585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9585.See file dsdata.pdf to determine how the superseded data were derived.
 DF9585
 DF9585_MARKER: DD = SURVEY DISK
 DF9585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9585_STAMPING: 2K05 2002
 DF9585_MARK LOGO: WIDT
 DF9585_PROJECTION: FLUSH
 DF9585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9585+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2011
 DF9585
 DF9585  HISTORY     - Date     Condition        Report By
 DF9585  HISTORY     - 2001     MONUMENTED       WIDT
 DF9585  HISTORY     - 20041113 GOOD             USPSQD
 DF9585  HISTORY     - 20060823 GOOD             WIDT
 DF9585  HISTORY     - 20111012 GOOD             WIDT
 DF9585
 DF9585                          STATION DESCRIPTION
 DF9585
 DF9585'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9585'THE STATION IS LOCATED ABOUT 12 KM WEST OF WAUKESHA, 6 KM SOUTHEAST
 DF9585'OF DELAFIELD, AND 1 KM NORTHWEST OF WALES.  OWNERSHIP--WISCONSIN
 DF9585'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9585'OF US HIGHWAY 18 WITH STATE HIGHWAY 83 ABOUT 2 KM NORTHWEST OF THE
 DF9585'VILLAGE OF WALES, GO EAST ON US HIGHWAY 18 FOR 0.2 KM TO THE STATION
 DF9585'ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9585'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9585'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.0 M AND ABOUT
 DF9585'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 9.5 M SOUTH OF THE
 DF9585'CENTERLINE OF US HIGHWAY 18, 36.7 M SOUTHEAST OF SOUTHERNMOST WOOD
 DF9585'POST FOR A --FINNS BAR AND GRILL-- SIGN, 36.6 M WEST OF METAL POST
 DF9585'FOR --SPEED LIMIT 35-NO PARKING-- SIGN, 22.4 M EAST OF METAL POST FOR
 DF9585'--STOP LIGHT--, AND 5.7 M NORTH OF FENCE MADE OUT OF RAILROAD TIES.
 DF9585'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9585'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9585
 DF9585                          STATION RECOVERY (2004)
 DF9585
 DF9585'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHK)
 DF9585'RECOVERED IN GOOD CONDITION.
 DF9585
 DF9585                          STATION RECOVERY (2006)
 DF9585
 DF9585'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9585'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 69 M EAST OF A
 DF9585'--SPEED LIMIT 35-- SIGN POST, 36.6 M WEST OF A --NO PARKING-- METAL
 DF9585'SIGN POST (STOP LIGHT SIGN IS NOT ATTACHED), 7.1 M WEST OF A --STOP
 DF9585'LIGHT AHEAD-- WOOD SIGN POST, AND 1.0 M EAST AND 1.0 M WEST OF TWO
 DF9585'WHITE PLASTIC WITNESS POSTS.
 DF9585
 DF9585                          STATION RECOVERY (2011)
 DF9585
 DF9585'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (GRS)
 DF9585'HIGHWAY CONSTRUCTION IN THE AREA HAS WIDENED THE PAVEMENT 1.25 M AND
 DF9585'CHANGED PART OF THE LOCAL DESCRIPTION.  THE STATION IS NOW 0.7 M LOWER
 DF9585'THAN THE PAVEMENT SURFACE, 0.2 M BELOW GROUND LEVEL, AND IS ACCESSIBLE
 DF9585'BY REMOVING A 0.2 M DIAMETER METAL COVER WITH THE WORD 'WATER' ON THE
 DF9585'COVER.
 DF9585'THE STATION IS 9.5 M SOUTH OF THE CENTERLINE OF US HIGHWAY 18, 9.65 M
 DF9585'EAST-NORTHEAST OF THE EXTENDED FACE OF THE NORTHEAST WALL OF THE
 DF9585'EASTERN ADDITION TO FINN'S BAR AND GRILL AS MEASURED PARALLEL TO THE
 DF9585'HIGHWAY, 5.7 M NORTH OF A FENCE MADE OUT OF RAILROAD TIES,
 DF9585'2.4 M SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST EDGE OF PAVEMENT FOR THE
 DF9585'RIGHT TURN LANE, AND 5.5 M NORTH-NORTHWEST OF A SINGLE WHITE PLASTIC
 DF9585'WITNESS POST NEXT TO THE FENCE THAT PROJECTS ONLY 0.75 M ABOVE GROUND
 DF9585'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9583 ***********************************************************************
 DF9583  DESIGNATION -  2K06
 DF9583  PID         -  DF9583
 DF9583  STATE/COUNTY-  WI/WAUKESHA
 DF9583  COUNTRY     -  US
 DF9583  USGS QUAD   -  HARTLAND (2018)
 DF9583
 DF9583                         *CURRENT SURVEY CONTROL
 DF9583  ______________________________________________________________________
 DF9583* NAD 83(1986) POSITION- 43 01 12.54   (N) 088 19 49.07   (W)   HD_HELD1
 DF9583* NAVD 88 ORTHO HEIGHT -   311.868 (meters)     1023.19  (feet) ADJUSTED
 DF9583  ______________________________________________________________________
 DF9583  GEOID HEIGHT    -        -34.591 (meters)                     GEOID18
 DF9583  DYNAMIC HEIGHT  -        311.784 (meters)     1022.91  (feet) COMP
 DF9583  MODELED GRAVITY -    980,342.8   (mgal)                       NAVD 88
 DF9583
 DF9583  VERT ORDER      -  SECOND    CLASS I
 DF9583
 DF9583.The horizontal coordinates were determined by differentially corrected
 DF9583.hand held GPS observations or other comparable positioning techniques
 DF9583.and have an estimated accuracy of +/- 3 meters.
 DF9583
 DF9583.The orthometric height was determined by differential leveling and
 DF9583.adjusted by the WI DEPT OF TRANSP
 DF9583.in May 2012.
 DF9583
 DF9583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9583.GEOID18 height accuracy estimate available here.
 DF9583
 DF9583.Click photographs - Photos may exist for this station.
 DF9583
 DF9583.The dynamic height is computed by dividing the NAVD 88
 DF9583.geopotential number by the normal gravity value computed on the
 DF9583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9583.degrees latitude (g = 980.6199 gals.).
 DF9583
 DF9583.The modeled gravity was interpolated from observed gravity values.
 DF9583
 DF9583;                    North         East    Units  Estimated Accuracy
 DF9583;SPC WI S     -   114,691.5     736,089.4     MT  (+/- 3 meters HH1 GPS) 
 DF9583
 DF9583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9160463911(NAD 83)
 DF9583
 DF9583                          SUPERSEDED SURVEY CONTROL
 DF9583
 DF9583  NAVD 88 (04/20/07)  311.843  (m)         1023.10   (f) SUPERSEDED  2 1
 DF9583  NAVD 88 (02/25/04)  311.833  (m)         1023.07   (f) SUPERSEDED  2 1
 DF9583
 DF9583.Superseded values are not recommended for survey control.
 DF9583
 DF9583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9583.See file dsdata.pdf to determine how the superseded data were derived.
 DF9583
 DF9583_MARKER: DD = SURVEY DISK
 DF9583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9583_STAMPING: 2K06 2002
 DF9583_MARK LOGO: WIDT
 DF9583_PROJECTION: FLUSH
 DF9583_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9583+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DF9583
 DF9583  HISTORY     - Date     Condition        Report By
 DF9583  HISTORY     - 2001     MONUMENTED       WIDT
 DF9583  HISTORY     - 20041113 GOOD             USPSQD
 DF9583  HISTORY     - 20060823 GOOD             WIDT
 DF9583
 DF9583                          STATION DESCRIPTION
 DF9583
 DF9583'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9583'THE STATION IS LOCATED ABOUT 8 KM WEST OF WAUKESHA, 8 KM SOUTHEAST OF
 DF9583'DELAFIELD, AND 4 KM NORTHEAST OF WALES. OWNERSHIP--WISCONSIN
 DF9583'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE SOUTH
 DF9583'JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 164 AT THE INTERSECTION
 DF9583'OF DELAFIELD STREET AND MADISON STREET IN THE CITY OF WAUKESHA, GO
 DF9583'WEST ON US HIGHWAY 18 (DELAFIELD ROAD) FOR 7.7 KM TO COUNTY HIGHWAY G
 DF9583'NORTH, CONTIUE NORTH ON US HIGHWAY 18 FOR 0.5 KM TO THE STATION ON
 DF9583'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9583'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9583'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DF9583'BELOW THE HIGHWAY PAVEMENT. THE STATION IS 10.1 M NORTH OF THE
 DF9583'CENTERLINE OF US HIGHWAY 18, 128 M EAST-NORTHEAST OF THE EXTENDED
 DF9583'CENTERLINE OF PRIVATE ENTRANCE --S11 W29363 USH 18--, AND 17.7 M
 DF9583'WEST-NORTHWEST OF A --R/W-- POST. ---NOTE---THE STATION IS EAST, WEST
 DF9583'AND SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9583'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9583'ABOVE THE HORIZON.
 DF9583
 DF9583                          STATION RECOVERY (2004)
 DF9583
 DF9583'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHB)
 DF9583'RECOVERED IN GOOD CONDITION.
 DF9583
 DF9583                          STATION RECOVERY (2006)
 DF9583
 DF9583'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9583'RECOVERED IN GOOD CONDITION.  NOTE-- IN THE 2001 TO REACH, STATE
 DF9583'HIGHWAY 164 SHOULD BE CHANGED TO COUNTY HIGHWAY F.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9582 ***********************************************************************
 DF9582  DESIGNATION -  2K07
 DF9582  PID         -  DF9582
 DF9582  STATE/COUNTY-  WI/WAUKESHA
 DF9582  COUNTRY     -  US
 DF9582  USGS QUAD   -  HARTLAND (2018)
 DF9582
 DF9582                         *CURRENT SURVEY CONTROL
 DF9582  ______________________________________________________________________
 DF9582* NAD 83(1986) POSITION- 43 01 16.44   (N) 088 18 08.78   (W)   HD_HELD1
 DF9582* NAVD 88 ORTHO HEIGHT -   303.696 (meters)      996.38  (feet) ADJUSTED
 DF9582  ______________________________________________________________________
 DF9582  GEOID HEIGHT    -        -34.632 (meters)                     GEOID18
 DF9582  DYNAMIC HEIGHT  -        303.614 (meters)      996.11  (feet) COMP
 DF9582  MODELED GRAVITY -    980,341.8   (mgal)                       NAVD 88
 DF9582
 DF9582  VERT ORDER      -  SECOND    CLASS I
 DF9582
 DF9582.The horizontal coordinates were determined by differentially corrected
 DF9582.hand held GPS observations or other comparable positioning techniques
 DF9582.and have an estimated accuracy of +/- 3 meters.
 DF9582
 DF9582.The orthometric height was determined by differential leveling and
 DF9582.adjusted by the WI DEPT OF TRANSP
 DF9582.in May 2012.
 DF9582
 DF9582.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9582.GEOID18 height accuracy estimate available here.
 DF9582
 DF9582.Click photographs - Photos may exist for this station.
 DF9582
 DF9582.The dynamic height is computed by dividing the NAVD 88
 DF9582.geopotential number by the normal gravity value computed on the
 DF9582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9582.degrees latitude (g = 980.6199 gals.).
 DF9582
 DF9582.The modeled gravity was interpolated from observed gravity values.
 DF9582
 DF9582;                    North         East    Units  Estimated Accuracy
 DF9582;SPC WI S     -   114,857.6     738,357.2     MT  (+/- 3 meters HH1 GPS) 
 DF9582
 DF9582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9387663995(NAD 83)
 DF9582
 DF9582                          SUPERSEDED SURVEY CONTROL
 DF9582
 DF9582  NAVD 88 (04/20/07)  303.671  (m)          996.29   (f) SUPERSEDED  2 1
 DF9582  NAVD 88 (02/25/04)  303.662  (m)          996.26   (f) SUPERSEDED  2 1
 DF9582
 DF9582.Superseded values are not recommended for survey control.
 DF9582
 DF9582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9582.See file dsdata.pdf to determine how the superseded data were derived.
 DF9582
 DF9582_MARKER: DD = SURVEY DISK
 DF9582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9582_STAMPING: 2K07 2002
 DF9582_MARK LOGO: WIDT
 DF9582_PROJECTION: FLUSH
 DF9582_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9582+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DF9582
 DF9582  HISTORY     - Date     Condition        Report By
 DF9582  HISTORY     - 2001     MONUMENTED       WIDT
 DF9582  HISTORY     - 20060823 GOOD             WIDT
 DF9582
 DF9582                          STATION DESCRIPTION
 DF9582
 DF9582'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9582'THE STATION IS LOCATED ABOUT 17 KM NORTH OF MUKWONAGO, 7 KM SOUTH OF
 DF9582'PEWAUKEE, AND 6 KM WEST-NORTHWEST OF WAUKESHA.  OWNERSHIP--WISCONSIN
 DF9582'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9582'OF US HIGHWAY 18 WITH STATE HIGHWAY 164 AT THE INTERSECTION OF
 DF9582'DELAFIELD STREET AND MADISON STREET IN THE CITY OF WAUKESHA, GO WEST
 DF9582'ON US HIGHWAY 18 (DELAFIELD STREET) FOR 4.5 KM TO COUNTY HIGHWAY TT
 DF9582'(MERRILL MILLS ROAD), CONTINUE WEST ON US HIGHWAY 18 FOR 1.4 KM TO
 DF9582'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9582'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9582'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9582'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.5 M
 DF9582'SOUTH OF THE CENTERLINE OF US HIGHWAY 18, 0.6 KM EAST OF ROAD DT,
 DF9582'48.6 M SOUTHWEST OF TELEPHONE POLE --76-3587  45-4--, 32.7 M
 DF9582'SOUTH-SOUTHEAST OF TELEPHONE POLE --76-3586--, AND 5 M NORTH OF A
 DF9582'CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST, WEST AND SOUTH OF
 DF9582'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9582'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9582'HORIZON.
 DF9582
 DF9582                          STATION RECOVERY (2006)
 DF9582
 DF9582'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9582'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 62.5 M EAST OF THE
 DF9582'CENTERLINE OF OAKMONT DRIVE AND 6.5 M NORTH OF THE NORTH EDGE OF A
 DF9582'SIDEWALK.  ---NOTE1--- THE CULTIVATED FIELD IN THE 2001 DESCRIPTION IS
 DF9582'NOW THE OAKMONT HOUSING DEVELOPMENT.  --- NOTE2--- IN THE 2001 TO
 DF9582'REACH, STATE HIGHWAY 164 SHOULD BE CHANGED TO COUNTY HIGHWAY F.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9581 ***********************************************************************
 DF9581  DESIGNATION -  2K08
 DF9581  PID         -  DF9581
 DF9581  STATE/COUNTY-  WI/WAUKESHA
 DF9581  COUNTRY     -  US
 DF9581  USGS QUAD   -  HARTLAND (2018)
 DF9581
 DF9581                         *CURRENT SURVEY CONTROL
 DF9581  ______________________________________________________________________
 DF9581* NAD 83(1986) POSITION- 43 01 14.24   (N) 088 16 47.82   (W)   HD_HELD1
 DF9581* NAVD 88 ORTHO HEIGHT -   273.965 (meters)      898.83  (feet) ADJUSTED
 DF9581  ______________________________________________________________________
 DF9581  GEOID HEIGHT    -        -34.668 (meters)                     GEOID18
 DF9581  DYNAMIC HEIGHT  -        273.890 (meters)      898.59  (feet) COMP
 DF9581  MODELED GRAVITY -    980,340.9   (mgal)                       NAVD 88
 DF9581
 DF9581  VERT ORDER      -  SECOND    CLASS I
 DF9581
 DF9581.The horizontal coordinates were determined by differentially corrected
 DF9581.hand held GPS observations or other comparable positioning techniques
 DF9581.and have an estimated accuracy of +/- 3 meters.
 DF9581
 DF9581.The orthometric height was determined by differential leveling and
 DF9581.adjusted by the WI DEPT OF TRANSP
 DF9581.in May 2012.
 DF9581
 DF9581.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9581.GEOID18 height accuracy estimate available here.
 DF9581
 DF9581.Click photographs - Photos may exist for this station.
 DF9581
 DF9581.The dynamic height is computed by dividing the NAVD 88
 DF9581.geopotential number by the normal gravity value computed on the
 DF9581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9581.degrees latitude (g = 980.6199 gals.).
 DF9581
 DF9581.The modeled gravity was interpolated from observed gravity values.
 DF9581
 DF9581;                    North         East    Units  Estimated Accuracy
 DF9581;SPC WI S     -   114,827.3     740,191.3     MT  (+/- 3 meters HH1 GPS) 
 DF9581
 DF9581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9570763899(NAD 83)
 DF9581
 DF9581                          SUPERSEDED SURVEY CONTROL
 DF9581
 DF9581  NAVD 88 (04/20/07)  273.939  (m)          898.75   (f) SUPERSEDED  2 1
 DF9581  NAVD 88 (02/25/04)  273.932  (m)          898.73   (f) SUPERSEDED  2 1
 DF9581
 DF9581.Superseded values are not recommended for survey control.
 DF9581
 DF9581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9581.See file dsdata.pdf to determine how the superseded data were derived.
 DF9581
 DF9581_MARKER: DD = SURVEY DISK
 DF9581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9581_STAMPING: 2K08 2002
 DF9581_MARK LOGO: WIDT
 DF9581_PROJECTION: FLUSH
 DF9581_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9581+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DF9581
 DF9581  HISTORY     - Date     Condition        Report By
 DF9581  HISTORY     - 2001     MONUMENTED       WIDT
 DF9581  HISTORY     - 20060823 GOOD             WIDT
 DF9581
 DF9581                          STATION DESCRIPTION
 DF9581
 DF9581'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9581'THIS STATION IS ABOUT 18 KM NORTH-NORTHEAST OF MUKWONAGO, 7 KM SOUTH
 DF9581'OF PEWAUKEE, AND 4 KM WEST OF WAUKESHA.  OWNERSHIP--WISCONSIN
 DF9581'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9581'OF US HIGHWAY 18 WITH STATE HIGHWAY 164 AT THE INTERSECTION OF
 DF9581'DELAFIELD STREET AND MADISON STREET IN THE CITY OF WAUKESHA, GO WEST
 DF9581'ON US HIGHWAY 18 (DELAFIELD STREET) FOR 3.7 KM TO MAPLEWAY ROAD,
 DF9581'CONTINUE WEST ON US HIGHWAY 18 FOR 0.3 KM TO THE STATION ON THE LEFT.
 DF9581'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9581'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9581'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.5 M AND ABOUT LEVEL WITH
 DF9581'THE HIGHWAY PAVEMENT.  THE STATION IS 9.8 M SOUTH OF THE CENTERLINE
 DF9581'OF US HIGHWAY 18, 0.5 KM EAST OF COUNTY HIGHWAY TT (MERRILL MILLS
 DF9581'ROAD), 126 M EAST OF THE CENTERLINE OF THE ENTRANCE FOR --WILLIAM R
 DF9581'OLIVER YOUTH SPORTS COMPLEX--, AND 17.3 M NORTHWEST OF THE NORTHERN
 DF9581'MOST METAL POST FOR A --CHRIST THE LIFE LUTHERN CHURCH AND SCHOOL--
 DF9581'SIGN.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9581'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9581
 DF9581                          STATION RECOVERY (2006)
 DF9581
 DF9581'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9581'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 43.5 M EAST OF A
 DF9581'YELLOW FIRE HYDRANT, 28.0 M SOUTH OF POWER POLE --77-09678 40-5--,
 DF9581'22.5 M SOUTHWEST OF A --SPEED LIMIT 45-- SIGN METAL POST, AND 0.4 M
 DF9581'NORTH OF A --WIS DOT SURVEY MARKER-- METAL WITNESS POST.  NOTE-- IN
 DF9581'THE 2001 TO REACH, STATE HIGHWAY 164 SHOULD BE CHANGED TO COUNTY
 DF9581'HIGHWAY F.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9580 ***********************************************************************
 DF9580  DESIGNATION -  2K10
 DF9580  PID         -  DF9580
 DF9580  STATE/COUNTY-  WI/WAUKESHA
 DF9580  COUNTRY     -  US
 DF9580  USGS QUAD   -  HARTLAND (2018)
 DF9580
 DF9580                         *CURRENT SURVEY CONTROL
 DF9580  ______________________________________________________________________
 DF9580* NAD 83(1986) POSITION- 43 01 19.31   (N) 088 15 36.67   (W)   HD_HELD1
 DF9580* NAVD 88 ORTHO HEIGHT -   273.887 (meters)      898.58  (feet) ADJUSTED
 DF9580  ______________________________________________________________________
 DF9580  GEOID HEIGHT    -        -34.696 (meters)                     GEOID18
 DF9580  DYNAMIC HEIGHT  -        273.812 (meters)      898.33  (feet) COMP
 DF9580  MODELED GRAVITY -    980,340.4   (mgal)                       NAVD 88
 DF9580
 DF9580  VERT ORDER      -  SECOND    CLASS I
 DF9580
 DF9580.The horizontal coordinates were determined by differentially corrected
 DF9580.hand held GPS observations or other comparable positioning techniques
 DF9580.and have an estimated accuracy of +/- 3 meters.
 DF9580
 DF9580.The orthometric height was determined by differential leveling and
 DF9580.adjusted by the WI DEPT OF TRANSP
 DF9580.in May 2012.
 DF9580
 DF9580.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9580.GEOID18 height accuracy estimate available here.
 DF9580
 DF9580.Click photographs - Photos may exist for this station.
 DF9580
 DF9580.The dynamic height is computed by dividing the NAVD 88
 DF9580.geopotential number by the normal gravity value computed on the
 DF9580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9580.degrees latitude (g = 980.6199 gals.).
 DF9580
 DF9580.The modeled gravity was interpolated from observed gravity values.
 DF9580
 DF9580;                    North         East    Units  Estimated Accuracy
 DF9580;SPC WI S     -   115,017.2     741,798.6     MT  (+/- 3 meters HH1 GPS) 
 DF9580
 DF9580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9732064031(NAD 83)
 DF9580
 DF9580                          SUPERSEDED SURVEY CONTROL
 DF9580
 DF9580  NAVD 88 (04/20/07)  273.862  (m)          898.50   (f) SUPERSEDED  2 1
 DF9580  NAVD 88 (02/25/04)  273.856  (m)          898.48   (f) SUPERSEDED  2 1
 DF9580
 DF9580.Superseded values are not recommended for survey control.
 DF9580
 DF9580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9580.See file dsdata.pdf to determine how the superseded data were derived.
 DF9580
 DF9580_MARKER: DD = SURVEY DISK
 DF9580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9580_STAMPING: 2K10 2002
 DF9580_MARK LOGO: WIDT
 DF9580_PROJECTION: FLUSH
 DF9580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9580+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DF9580
 DF9580  HISTORY     - Date     Condition        Report By
 DF9580  HISTORY     - 2001     MONUMENTED       WIDT
 DF9580  HISTORY     - 20060823 GOOD             WIDT
 DF9580
 DF9580                          STATION DESCRIPTION
 DF9580
 DF9580'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9580'THE STATION IS LOCATED IN THE CITY OF WAUKESHA.  OWNERSHIP--WISCONSIN
 DF9580'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9580'OF US HIGHWAY 18 (DELAFIELD STREET) WITH STATE HIGHWAY 164 (MADISON
 DF9580'STREET) IN THE CITY OF WAUKESHA, GO WEST ON US HIGHWAY 18 (DELAFIELD
 DF9580'STREET) FOR 2.5 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9580'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9580'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9580'A DEPTH OF 1.2 M, SET ON BEDROCK AND ABOUT LEVEL WITH THE HIGHWAY
 DF9580'PAVEMENT.  THE STATION IS 16.3 M NORTH OF THE CENTERLINE OF US
 DF9580'HIGHWAY 18 (DELAFIELD STREET), 11.9 M WEST OF THE CENTERLINE OF
 DF9580'--SUMMIT VIEW-- SCHOOL ENTRANCE, 1.4 M SOUTH-SOUTHEST OF THE SOUTHERN
 DF9580'END OF A CONCRETE SIGN FOR --SUMMIT VIEW ELEMENTARY SCHOOL-- SIGN.
 DF9580'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9580'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES FROM THE EAST TO
 DF9580'THE SOUTHEAST EXTENDING TO 25 DEGREES.
 DF9580
 DF9580                          STATION RECOVERY (2006)
 DF9580
 DF9580'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9580'RECOVERED IN GOOD CONDITION.  NOTE1-- VISIBLE OBSTRUCTIONS AT THIS
 DF9580'STATION ARE TREES TO THE EAST EXTENDING TO 30 DEGREES, TREES IN THE
 DF9580'SOUTH QUADRANTS EXTENDING TO 25 DEGREES, AND A LIGHT POLE TO THE SOUTH
 DF9580'AND POWER POLE TO THE SOUTHWEST EXTENDING TO 45 DEGREES.
 DF9580'NOTE2-- THERE ARE LIGHT SCRAPES ACROSS THE TOP OF THE DISK AND SMALL
 DF9580'CHIPS REMOVED FROM THE SOUTH AND SOUTHEAST EDGES OF THE CONCRETE POST
 DF9580'APPARENTLY CAUSED BY RECENT MOWING OPERATIONS.  NOTE3-- IN THE 2001 TO
 DF9580'REACH, STATE HIGHWAY 164 SHOULD BE CHANGED TO COUNTY HIGHWAY F.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9884 ***********************************************************************
 DF9884  DESIGNATION -  2K11
 DF9884  PID         -  DF9884
 DF9884  STATE/COUNTY-  WI/WAUKESHA
 DF9884  COUNTRY     -  US
 DF9884  USGS QUAD   -  WAUKESHA (2018)
 DF9884
 DF9884                         *CURRENT SURVEY CONTROL
 DF9884  ______________________________________________________________________
 DF9884* NAD 83(1986) POSITION- 43 01 20.8    (N) 088 13 14.5    (W)   HD_HELD2
 DF9884* NAVD 88 ORTHO HEIGHT -   249.638 (meters)      819.02  (feet) ADJUSTED
 DF9884  ______________________________________________________________________
 DF9884  GEOID HEIGHT    -        -34.753 (meters)                     GEOID18
 DF9884  DYNAMIC HEIGHT  -        249.569 (meters)      818.79  (feet) COMP
 DF9884  MODELED GRAVITY -    980,339.5   (mgal)                       NAVD 88
 DF9884
 DF9884  VERT ORDER      -  SECOND    CLASS I
 DF9884
 DF9884.The horizontal coordinates were established by autonomous hand held GPS
 DF9884.observations and have an estimated accuracy of +/- 10 meters.
 DF9884
 DF9884.The orthometric height was determined by differential leveling and
 DF9884.adjusted by the WI DEPT OF TRANSP
 DF9884.in May 2012.
 DF9884
 DF9884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9884.GEOID18 height accuracy estimate available here.
 DF9884
 DF9884.Click photographs - Photos may exist for this station.
 DF9884
 DF9884.The dynamic height is computed by dividing the NAVD 88
 DF9884.geopotential number by the normal gravity value computed on the
 DF9884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9884.degrees latitude (g = 980.6199 gals.).
 DF9884
 DF9884.The modeled gravity was interpolated from observed gravity values.
 DF9884
 DF9884;                    North         East    Units  Estimated Accuracy
 DF9884;SPC WI S     -   115,131.      745,016.      MT  (+/- 10 meters HH2 GPS)
 DF9884
 DF9884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0053864030(NAD 83)
 DF9884
 DF9884                          SUPERSEDED SURVEY CONTROL
 DF9884
 DF9884  NAVD 88 (04/20/07)  249.612  (m)          818.94   (f) SUPERSEDED  2 1
 DF9884  NAVD 88 (02/25/04)  249.611  (m)          818.93   (f) SUPERSEDED  2 1
 DF9884
 DF9884.Superseded values are not recommended for survey control.
 DF9884
 DF9884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9884.See file dsdata.pdf to determine how the superseded data were derived.
 DF9884
 DF9884_MARKER: DD = SURVEY DISK
 DF9884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9884_STAMPING: 2K11 2002
 DF9884_MARK LOGO: WIDT
 DF9884_PROJECTION: FLUSH
 DF9884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9884+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9884
 DF9884  HISTORY     - Date     Condition        Report By
 DF9884  HISTORY     - 2001     MONUMENTED       WIDT
 DF9884  HISTORY     - 20060821 GOOD             WIDT
 DF9884
 DF9884                          STATION DESCRIPTION
 DF9884
 DF9884'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9884'THE STATION IS LOCATED IN THE CITY OF WAUKESHA.
 DF9884'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9884'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH US HIGHWAY 18
 DF9884'(EXIT 297) IN THE CITY OF WAUKESHA, GO WEST ON US HIGHWAY 18 FOR 3.0
 DF9884'KM TO MANHATTAN DRIVE ON THE RIGHT, CONTINUE WEST ON US HIGHWAY 18
 DF9884'FOR 1.1 KM TO A RAILROAD CROSSING AND THE STATION ON THE RIGHT.  THE
 DF9884'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9884'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9884'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9884'HIGHWAY PAVEMENT.  THE STATION IS 11.6 M NORTH OF THE CENTERLINE OF
 DF9884'US HIGHWAY 18, 0.2 KM EAST OF STATE HIGHWAY 164, 56.4 M WEST OF THE
 DF9884'WEST RAIL OF THE RAILROAD TRACKS, 42.9 M SOUTHEAST OF POWER POLE
 DF9884'--73-2841 55-3--, AND 40 M EAST OF LIGHT POLE ON THE NORTHEAST
 DF9884'ABUTMENT OF A BRIDGE OVER THE FOX RIVER.  ---NOTE---THE STATION IS
 DF9884'0.8 M SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION
 DF9884'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF9884'THE HORIZON EXCEPT FOR TREES FROM THE NORTH-NORTHEAST TO THE
 DF9884'EAST-NORTHEAST EXTENDING TO 30 DEGREES, A TREE TO THE NORTHWEST
 DF9884'EXTENDING TO 25 DEGREES, AND A TREE TO THE EAST EXTENDING TO 38
 DF9884'DEGREES.
 DF9884
 DF9884                          STATION RECOVERY (2006)
 DF9884
 DF9884'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9884'RECOVERED IN GOOD CONDITION.  THE STATION IS 6.2 M NORTHEAST OF
 DF9884'A 'NORTH COUNTY F RIGHT AHEAD' SIGN WOOD POST AND 1.2 M NORTH OF THE
 DF9884'NORTH EDGE OF A CONCRETE SIDEWALK.  NOTE1-VISIBLE OBSTRUCTIONS
 DF9884'AT THIS STATION ARE TREES IN THE NORTH QUADRANTS EXTENDING TO 45
 DF9884'DEGREES AND TREES IN THE SOUTH QUADRANTS EXTENDING TO 20 DEGREES ABOVE
 DF9884'THE HORIZON.
 DF9884'NOTE2-IN THE 2001 DESCRIPTION, THE STATION IS 0.2 KM EAST OF
 DF9884'COUNTY HIGHWAY F NORTH AND US HIGHWAY 18 SOUTH (NOT STATE HIGHWAY
 DF9884'164).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9883 ***********************************************************************
 DF9883  DESIGNATION -  2K12
 DF9883  PID         -  DF9883
 DF9883  STATE/COUNTY-  WI/WAUKESHA
 DF9883  COUNTRY     -  US
 DF9883  USGS QUAD   -  WAUKESHA (2018)
 DF9883
 DF9883                         *CURRENT SURVEY CONTROL
 DF9883  ______________________________________________________________________
 DF9883* NAD 83(1986) POSITION- 43 01 37.77   (N) 088 11 35.46   (W)   HD_HELD1
 DF9883* NAVD 88 ORTHO HEIGHT -   280.699 (meters)      920.93  (feet) ADJUSTED
 DF9883  ______________________________________________________________________
 DF9883  GEOID HEIGHT    -        -34.788 (meters)                     GEOID18
 DF9883  DYNAMIC HEIGHT  -        280.623 (meters)      920.68  (feet) COMP
 DF9883  MODELED GRAVITY -    980,340.0   (mgal)                       NAVD 88
 DF9883
 DF9883  VERT ORDER      -  SECOND    CLASS I
 DF9883
 DF9883.The horizontal coordinates were determined by differentially corrected
 DF9883.hand held GPS observations or other comparable positioning techniques
 DF9883.and have an estimated accuracy of +/- 3 meters.
 DF9883
 DF9883.The orthometric height was determined by differential leveling and
 DF9883.adjusted by the WI DEPT OF TRANSP
 DF9883.in May 2012.
 DF9883
 DF9883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9883.GEOID18 height accuracy estimate available here.
 DF9883
 DF9883.Click photographs - Photos may exist for this station.
 DF9883
 DF9883.The dynamic height is computed by dividing the NAVD 88
 DF9883.geopotential number by the normal gravity value computed on the
 DF9883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9883.degrees latitude (g = 980.6199 gals.).
 DF9883
 DF9883.The modeled gravity was interpolated from observed gravity values.
 DF9883
 DF9883;                    North         East    Units  Estimated Accuracy
 DF9883;SPC WI S     -   115,702.8     747,246.3     MT  (+/- 3 meters HH1 GPS) 
 DF9883
 DF9883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0278764521(NAD 83)
 DF9883
 DF9883                          SUPERSEDED SURVEY CONTROL
 DF9883
 DF9883  NAVD 88 (04/20/07)  280.674  (m)          920.84   (f) SUPERSEDED  2 1
 DF9883  NAVD 88 (02/25/04)  280.674  (m)          920.84   (f) SUPERSEDED  2 1
 DF9883
 DF9883.Superseded values are not recommended for survey control.
 DF9883
 DF9883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9883.See file dsdata.pdf to determine how the superseded data were derived.
 DF9883
 DF9883_MARKER: DD = SURVEY DISK
 DF9883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9883_STAMPING: 2K12 2002
 DF9883_MARK LOGO: WIDT
 DF9883_PROJECTION: FLUSH
 DF9883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9883+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9883
 DF9883  HISTORY     - Date     Condition        Report By
 DF9883  HISTORY     - 2001     MONUMENTED       WIDT
 DF9883  HISTORY     - 20060815 GOOD             WIDT
 DF9883  HISTORY     - 20060821 GOOD             USPSQD
 DF9883
 DF9883                          STATION DESCRIPTION
 DF9883
 DF9883'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9883'THE STATION IS IN THE CITY OF WAUKESHA.  OWNERSHIP--WISCONSIN
 DF9883'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9883'OF INTERSTATE HIGHWAY 94 WITH US HIGHWAY 18 (BLUEMOUND ROAD) (EXIT
 DF9883'297) IN THE CITY OF WAUKESHA, GO SOUTHWEST ON US HIGHWAY 18
 DF9883'(BLUEMOUND ROAD) FOR 1.3 KM TO SPRINGDALE ROAD, CONTINUE SOUTHWEST ON
 DF9883'US HIGHWAY 18 (BLUEMOUND ROAD) FOR 0.6 KM TO AVALON DRIVE AND THE
 DF9883'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9883'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9883'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9883'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 10.0 M NORTH OF THE
 DF9883'CENTERLINE OF US HIGHWAY 18 (BLUEMOUND ROAD), 72.8 M EAST OF THE
 DF9883'CENTERLINE OF AVALON DRIVE, 21.9 M SOUTHEAST OF POWER POLE
 DF9883'--E65-10473 40-5--, 12.7 M SOUTHWEST OF POWER POLE --68- 28498
 DF9883'WEPCO--, AND 3.3 M NORTH OF THE EDGE OF THE CURB FOR US HIGHWAY 18.
 DF9883'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9883'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST
 DF9883'AND NORTHWEST EXTENDING TO 45 DEGREES.
 DF9883
 DF9883                          STATION RECOVERY (2006)
 DF9883
 DF9883'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9883'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.09 MILE WEST OF
 DF9883'RAMONA ROAD, 44.5 M EAST OF THE FIRST --NO PARKING ANY TIME-- SIGN
 DF9883'POST EAST OF AVALON DRIVE, 43.5 M WEST OF THE SECOND --NO PARKING ANY
 DF9883'TIME-- SIGN POST EAST OF AVALON DRIVE, 12.8 M SOUTHWEST OF POWER POLE
 DF9883'--68-28498-- WITH ONE TRANSFORMER, AND 0.3 M SOUTH OF A --WIS DOT
 DF9883'SURVEY MARKER-- METAL WITNESS POST.
 DF9883'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DF9883'QUADRANTS EXTENDING TO 60 DEGREES AND A TREE TO THE NORTHWEST
 DF9883'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DF9883
 DF9883                          STATION RECOVERY (2006)
 DF9883
 DF9883'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 DF9883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9880 ***********************************************************************
 DF9880  DESIGNATION -  2K14
 DF9880  PID         -  DF9880
 DF9880  STATE/COUNTY-  WI/WAUKESHA
 DF9880  COUNTRY     -  US
 DF9880  USGS QUAD   -  WAUWATOSA (2018)
 DF9880
 DF9880                         *CURRENT SURVEY CONTROL
 DF9880  ______________________________________________________________________
 DF9880* NAD 83(1986) POSITION- 43 02 10.87   (N) 088 06 34.55   (W)   HD_HELD1
 DF9880* NAVD 88 ORTHO HEIGHT -   257.283 (meters)      844.10  (feet) ADJUSTED
 DF9880  ______________________________________________________________________
 DF9880  GEOID HEIGHT    -        -34.898 (meters)                     GEOID18
 DF9880  DYNAMIC HEIGHT  -        257.213 (meters)      843.87  (feet) COMP
 DF9880  MODELED GRAVITY -    980,344.7   (mgal)                       NAVD 88
 DF9880
 DF9880  VERT ORDER      -  SECOND    CLASS I
 DF9880
 DF9880.The horizontal coordinates were determined by differentially corrected
 DF9880.hand held GPS observations or other comparable positioning techniques
 DF9880.and have an estimated accuracy of +/- 3 meters.
 DF9880
 DF9880.The orthometric height was determined by differential leveling and
 DF9880.adjusted by the WI DEPT OF TRANSP
 DF9880.in May 2012.
 DF9880
 DF9880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9880.GEOID18 height accuracy estimate available here.
 DF9880
 DF9880.Click photographs - Photos may exist for this station.
 DF9880
 DF9880.The dynamic height is computed by dividing the NAVD 88
 DF9880.geopotential number by the normal gravity value computed on the
 DF9880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9880.degrees latitude (g = 980.6199 gals.).
 DF9880
 DF9880.The modeled gravity was interpolated from observed gravity values.
 DF9880
 DF9880;                    North         East    Units  Estimated Accuracy
 DF9880;SPC WI S     -   116,874.9     754,033.9     MT  (+/- 3 meters HH1 GPS) 
 DF9880
 DF9880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0961165449(NAD 83)
 DF9880
 DF9880                          SUPERSEDED SURVEY CONTROL
 DF9880
 DF9880  NAVD 88 (04/20/07)  257.256  (m)          844.01   (f) SUPERSEDED  2 1
 DF9880  NAVD 88 (02/25/04)  257.260  (m)          844.03   (f) SUPERSEDED  2 1
 DF9880
 DF9880.Superseded values are not recommended for survey control.
 DF9880
 DF9880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9880.See file dsdata.pdf to determine how the superseded data were derived.
 DF9880
 DF9880_MARKER: DD = SURVEY DISK
 DF9880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9880_STAMPING: 2K14 2002
 DF9880_MARK LOGO: WIDT
 DF9880_PROJECTION: FLUSH
 DF9880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9880+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9880
 DF9880  HISTORY     - Date     Condition        Report By
 DF9880  HISTORY     - 2001     MONUMENTED       WIDT
 DF9880  HISTORY     - 20040818 GOOD             USPSQD
 DF9880  HISTORY     - 20060815 GOOD             WIDT
 DF9880  HISTORY     - 20060821 GOOD             USPSQD
 DF9880
 DF9880                          STATION DESCRIPTION
 DF9880
 DF9880'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9880'THE STATION IS LOCATED IN WAUKESHA.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9880'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9880'INTERSTATE HIGHWAY 94 WITH US HIGHWAY 18 (BLUEMOUND ROAD) (EXIT 297)
 DF9880'IN THE CITY OF WAUKESHA, GO EAST ON US HIGHWAY 18 (BLUEMOUND ROAD)
 DF9880'FOR 3.7 KM TO CALHOUN ROAD, CONTINUE EAST ON US HIGHWAY 18 (BLUEMOUND
 DF9880'ROAD) FOR 1.5 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF9880'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9880'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9880'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9880'STATION IS 21.0 M NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 DF9880'US HIGHWAY 18 (BLUEMOUND ROAD), 23.7 M SOUTHEAST OF A --PARK PLAZA
 DF9880'15850-- SIGN, 13.1 M WEST OF THE CENTERLINE OF A SERVICE ROAD, 9.0 M
 DF9880'SOUTHWEST OF A LIGHT POLE, AND 4.2 M NORTH-NORTHWEST OF TOP CENTER OF
 DF9880'AN INLET FOR A CATCH BASIN. ---NOTE---THIS STATION IS NOT SUITABLE
 DF9880'FOR GPS OBSERVATIONS DUE TO TREES TO THE NORTHWEST EXTENDING TO 30
 DF9880'DEGREES ABOVE THE HORIZON, A BUILDING TO THE NORTH-NORTHWEST
 DF9880'EXTENDING TO 40 DEGREES, A BUILDING TO THE NORTH-NORTHEAST EXTENDING
 DF9880'TO 25 DEGREES, AND A LIGHT POLE TO THE EAST-NORTHEAST EXTENDING TO 45
 DF9880'DEGREES.
 DF9880
 DF9880                          STATION RECOVERY (2004)
 DF9880
 DF9880'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 DF9880'RECOVERED IN GOOD CONDITION.
 DF9880
 DF9880                          STATION RECOVERY (2006)
 DF9880
 DF9880'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9880'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 18.0 M NORTHEAST OF
 DF9880'A --TRAFFIC LIGHT AHEAD-- WOOD SIGN POST AND 8.0 M NORTH OF THE NORTH
 DF9880'EDGE OF A CONCRETE SIDEWALK.  NOTE-- THE SERVICE ROAD IN THE 2001
 DF9880'DESCRIPTION IS THE ENTRANCE TO --BLUEMOUND OFFICE PLAZA 15800-- AND
 DF9880'--PARK PLAZA 15850--.
 DF9880
 DF9880                          STATION RECOVERY (2006)
 DF9880
 DF9880'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 DF9880'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9878 ***********************************************************************
 DF9878  DESIGNATION -  2K16
 DF9878  PID         -  DF9878
 DF9878  STATE/COUNTY-  WI/MILWAUKEE
 DF9878  COUNTRY     -  US
 DF9878  USGS QUAD   -  WAUWATOSA (2018)
 DF9878
 DF9878                         *CURRENT SURVEY CONTROL
 DF9878  ______________________________________________________________________
 DF9878* NAD 83(1986) POSITION- 43 02 12.07   (N) 088 03 59.39   (W)   HD_HELD1
 DF9878* NAVD 88 ORTHO HEIGHT -   220.640 (meters)      723.88  (feet) ADJUSTED
 DF9878  ______________________________________________________________________
 DF9878  GEOID HEIGHT    -        -34.954 (meters)                     GEOID18
 DF9878  DYNAMIC HEIGHT  -        220.581 (meters)      723.69  (feet) COMP
 DF9878  MODELED GRAVITY -    980,346.9   (mgal)                       NAVD 88
 DF9878
 DF9878  VERT ORDER      -  SECOND    CLASS I
 DF9878
 DF9878.The horizontal coordinates were determined by differentially corrected
 DF9878.hand held GPS observations or other comparable positioning techniques
 DF9878.and have an estimated accuracy of +/- 3 meters.
 DF9878
 DF9878.The orthometric height was determined by differential leveling and
 DF9878.adjusted by the WI DEPT OF TRANSP
 DF9878.in May 2012.
 DF9878
 DF9878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9878.GEOID18 height accuracy estimate available here.
 DF9878
 DF9878.Click photographs - Photos may exist for this station.
 DF9878
 DF9878.The dynamic height is computed by dividing the NAVD 88
 DF9878.geopotential number by the normal gravity value computed on the
 DF9878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9878.degrees latitude (g = 980.6199 gals.).
 DF9878
 DF9878.The modeled gravity was interpolated from observed gravity values.
 DF9878
 DF9878;                    North         East    Units  Estimated Accuracy
 DF9878;SPC WI S     -   116,992.5     757,544.3     MT  (+/- 3 meters HH1 GPS) 
 DF9878
 DF9878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1312265440(NAD 83)
 DF9878
 DF9878                          SUPERSEDED SURVEY CONTROL
 DF9878
 DF9878  NAVD 88 (04/20/07)  220.614  (m)          723.80   (f) SUPERSEDED  2 1
 DF9878  NAVD 88 (02/25/04)  220.620  (m)          723.82   (f) SUPERSEDED  2 1
 DF9878
 DF9878.Superseded values are not recommended for survey control.
 DF9878
 DF9878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9878.See file dsdata.pdf to determine how the superseded data were derived.
 DF9878
 DF9878_MARKER: DD = SURVEY DISK
 DF9878_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9878_SP_SET: ABUTMENT
 DF9878_STAMPING: 2K16 2002
 DF9878_MARK LOGO: WIDT
 DF9878_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9878+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DF9878
 DF9878  HISTORY     - Date     Condition        Report By
 DF9878  HISTORY     - 2001     MONUMENTED       WIDT
 DF9878  HISTORY     - 20060620 GOOD             WIDT
 DF9878
 DF9878                          STATION DESCRIPTION
 DF9878
 DF9878'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9878'THE STATION IS LOCATED 13 KM WEST OF MILWAUKEE, 5 KM NORTHWEST OF
 DF9878'WEST ALLIS IN ELM GROVE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF9878'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DF9878'18 (BLUEMOUND ROAD) WITH STATE HIGHWAY 100 (MAYFAIR ROAD) ABOUT 12 KM
 DF9878'WEST OF THE CITY OF MILWAUKEE, GO WEST ON US HIGHWAY 18 FOR 1.6 KM TO
 DF9878'WEST UNDERWOOD PARKWAY ON THE RIGHT, A BRIDGE OVER UNDERWOOD CREEK,
 DF9878'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9878'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9878'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE BRIDGE ABUTMENT
 DF9878'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 7.0 M NORTH OF
 DF9878'THE CENTERLINE OF THE WESTBOUND LANES OF US HIGHWAY 18 (BLUEMOUND
 DF9878'ROAD), 53 M EAST OF THE CENTERLINE THE ENTRANCE TO --AURORA HEALTH
 DF9878'CARE AND UNITED PARCEL SERVICE--, 45 M WEST OF THE CENTERLINE OF WEST
 DF9878'UNDERWOOD PARKWAY, AND 4.5 M SOUTHWEST OF TELEPHONE POLE--75-37 53
 DF9878'35-5--.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9878'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9878
 DF9878                          STATION RECOVERY (2006)
 DF9878
 DF9878'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9878'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN THE TOP OF
 DF9878'THE CONCRETE WALKWAY, 4.7 M SOUTHWEST OF POWER POLE --75-3753 35-5--
 DF9878'WITH ONE TRANSFORMER, 1.0 M SOUTHWEST OF A LIGHT POLE WITH A --NO
 DF9878'PARKING ANYTIME-- SIGN ATTACHED, 18 CM SOUTH OF THE SOUTH SIDE OF THE
 DF9878'NORTH BRIDGE PARAPET, 13 CM SOUTHWEST OF THE EAST END OF THE PARAPET,
 DF9878'AND 0.5 M SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9568 ***********************************************************************
 DF9568  DESIGNATION -  2K18
 DF9568  PID         -  DF9568
 DF9568  STATE/COUNTY-  WI/WAUKESHA
 DF9568  COUNTRY     -  US
 DF9568  USGS QUAD   -  STONEBANK (2018)
 DF9568
 DF9568                         *CURRENT SURVEY CONTROL
 DF9568  ______________________________________________________________________
 DF9568* NAD 83(1986) POSITION- 43 10 45.59   (N) 088 29 11.02   (W)   HD_HELD1
 DF9568* NAVD 88 ORTHO HEIGHT -   269.687 (meters)      884.80  (feet) ADJUSTED
 DF9568  ______________________________________________________________________
 DF9568  GEOID HEIGHT    -        -34.683 (meters)                     GEOID18
 DF9568  DYNAMIC HEIGHT  -        269.619 (meters)      884.58  (feet) COMP
 DF9568  MODELED GRAVITY -    980,360.2   (mgal)                       NAVD 88
 DF9568
 DF9568  VERT ORDER      -  SECOND    CLASS I
 DF9568
 DF9568.The horizontal coordinates were determined by differentially corrected
 DF9568.hand held GPS observations or other comparable positioning techniques
 DF9568.and have an estimated accuracy of +/- 3 meters.
 DF9568
 DF9568.The orthometric height was determined by differential leveling and
 DF9568.adjusted by the WI DEPT OF TRANSP
 DF9568.in May 2012.
 DF9568
 DF9568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9568.GEOID18 height accuracy estimate available here.
 DF9568
 DF9568.Click photographs - Photos may exist for this station.
 DF9568
 DF9568.The dynamic height is computed by dividing the NAVD 88
 DF9568.geopotential number by the normal gravity value computed on the
 DF9568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9568.degrees latitude (g = 980.6199 gals.).
 DF9568
 DF9568.The modeled gravity was interpolated from observed gravity values.
 DF9568
 DF9568;                    North         East    Units  Estimated Accuracy
 DF9568;SPC WI S     -   132,128.9     723,047.2     MT  (+/- 3 meters HH1 GPS) 
 DF9568
 DF9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7919881801(NAD 83)
 DF9568
 DF9568                          SUPERSEDED SURVEY CONTROL
 DF9568
 DF9568  NAVD 88 (04/20/07)  269.662  (m)          884.72   (f) SUPERSEDED  2 1
 DF9568  NAVD 88 (02/25/04)  269.628  (m)          884.60   (f) SUPERSEDED  2 1
 DF9568
 DF9568.Superseded values are not recommended for survey control.
 DF9568
 DF9568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9568.See file dsdata.pdf to determine how the superseded data were derived.
 DF9568
 DF9568_MARKER: DD = SURVEY DISK
 DF9568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9568_STAMPING: 2K18 2002
 DF9568_MARK LOGO: WIDT
 DF9568_PROJECTION: FLUSH
 DF9568_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9568+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9568
 DF9568  HISTORY     - Date     Condition        Report By
 DF9568  HISTORY     - 2001     MONUMENTED       WIDT
 DF9568  HISTORY     - 20060828 GOOD             WIDT
 DF9568  HISTORY     - 20060924 GOOD             USPSQD
 DF9568
 DF9568                          STATION DESCRIPTION
 DF9568
 DF9568'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9568'THE STATION IS LOCATED ABOUT 26 KM NORTHWEST OF WAUKESHA, 19 KM EAST
 DF9568'OF WATERTOWN, AND 18 KM SOUTH-SOUTHWEST OF HARTFORD.
 DF9568'OWNERSHIP--WAUKESHA COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9568'OF STATE HIGHWAY 16 WITH COUNTY HIGHWAY P, ABOUT 3 KM EAST OF THE
 DF9568'CITY OF OCONOMOWOC, GO NORTH ON COUNTY HIGHWAY P FOR 8.0 KM TO COUNTY
 DF9568'HIGHWAY CW (MAPLETON ROAD), TURN LEFT AND GO WEST ON COUNTY HIGHWAY
 DF9568'CW (MAPLETON ROAD) FOR 2.2 KM TO THE STATION ON THE LEFT.  THE
 DF9568'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9568'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9568'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE
 DF9568'HIGHWAY PAVEMENT.  THE STATION IS 5.8 M SOUTH OF THE CENTERLINE OF
 DF9568'COUNTY HIGHWAY CW (MAPLETON ROAD), 0.2 KM EAST OF O'NEIL ROAD, 72.9 M
 DF9568'WEST OF A PLASTIC FIBER OPTIC WARNING POST, 61.5 M EAST OF A METAL
 DF9568'POST FOR A --SNOWMOBILE CROSSING-- CAUTION SIGN, 43.8 M SOUTHEAST OF
 DF9568'POWER POLE --11250, 15.5 M SOUTHWEST OF POWER POLE --11249--, AND 1 M
 DF9568'NORTH OF A CULTIVATED FIELD. ---NOTE---THE STATION IS EAST AND WEST
 DF9568'OF TWO WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9568'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9568'HORIZON EXCEPT FOR A TREE TO THE NORTHWEST EXTENDING TO 20 DEGREES
 DF9568'ABOVE THE HORIZON.
 DF9568
 DF9568                          STATION RECOVERY (2006)
 DF9568
 DF9568'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9568'RECOVERED IN GOOD CONDITION.  ---NOTE1--- THE --SNOWMOBILE CROSSING--
 DF9568'SIGN IS NOT PRESENT.  ---NOTE2--- A CHUNK OF CONCRETE HAS RECENTLY
 DF9568'BEEN REMOVED FROM THE WEST SIDE OF THE CONCRETE POST AND CHIPS HAVE
 DF9568'BEEN REMOVED FROM THE NORTH EDGE OF THE POST.
 DF9568
 DF9568                          STATION RECOVERY (2006)
 DF9568
 DF9568'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 DF9568'FROM COUNTY HIGHWAY P GO WEST ON COUNTY CW FOR 1.4 MILES.  THE STATION
 DF9568'IS ON THE LEFT.  THE STATION IS 43.8 M SOUTHEAST OF POWER POLE NO.
 DF9568'03-0093140-5.  THIS STATION HAS VISIBLE OBSTRUCTIONS TO SATELITE
 DF9568'OBSERVATIONS DUE TO TREES RISING APPROXIMATELY 20-45 DEGREES ABOVE THE
 DF9568'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9566 ***********************************************************************
 DF9566  DESIGNATION -  2K19
 DF9566  PID         -  DF9566
 DF9566  STATE/COUNTY-  WI/WAUKESHA
 DF9566  COUNTRY     -  US
 DF9566  USGS QUAD   -  STONEBANK (2018)
 DF9566
 DF9566                         *CURRENT SURVEY CONTROL
 DF9566  ______________________________________________________________________
 DF9566* NAD 83(1986) POSITION- 43 10 42.97   (N) 088 26 10.90   (W)   HD_HELD1
 DF9566* NAVD 88 ORTHO HEIGHT -   283.529 (meters)      930.21  (feet) ADJUSTED
 DF9566  ______________________________________________________________________
 DF9566  GEOID HEIGHT    -        -34.690 (meters)                     GEOID18
 DF9566  DYNAMIC HEIGHT  -        283.457 (meters)      929.98  (feet) COMP
 DF9566  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 DF9566
 DF9566  VERT ORDER      -  SECOND    CLASS I
 DF9566
 DF9566.The horizontal coordinates were determined by differentially corrected
 DF9566.hand held GPS observations or other comparable positioning techniques
 DF9566.and have an estimated accuracy of +/- 3 meters.
 DF9566
 DF9566.The orthometric height was determined by differential leveling and
 DF9566.adjusted by the WI DEPT OF TRANSP
 DF9566.in May 2012.
 DF9566
 DF9566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9566.GEOID18 height accuracy estimate available here.
 DF9566
 DF9566.Click photographs - Photos may exist for this station.
 DF9566
 DF9566.The dynamic height is computed by dividing the NAVD 88
 DF9566.geopotential number by the normal gravity value computed on the
 DF9566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9566.degrees latitude (g = 980.6199 gals.).
 DF9566
 DF9566.The modeled gravity was interpolated from observed gravity values.
 DF9566
 DF9566;                    North         East    Units  Estimated Accuracy
 DF9566;SPC WI S     -   132,123.1     727,115.6     MT  (+/- 3 meters HH1 GPS) 
 DF9566
 DF9566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8326381650(NAD 83)
 DF9566
 DF9566                          SUPERSEDED SURVEY CONTROL
 DF9566
 DF9566  NAVD 88 (04/20/07)  283.503  (m)          930.13   (f) SUPERSEDED  2 1
 DF9566  NAVD 88 (02/25/04)  283.471  (m)          930.02   (f) SUPERSEDED  2 1
 DF9566
 DF9566.Superseded values are not recommended for survey control.
 DF9566
 DF9566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9566.See file dsdata.pdf to determine how the superseded data were derived.
 DF9566
 DF9566_MARKER: DD = SURVEY DISK
 DF9566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9566_STAMPING: 2K19 2002
 DF9566_MARK LOGO: WIDT
 DF9566_PROJECTION: FLUSH
 DF9566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9566+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9566
 DF9566  HISTORY     - Date     Condition        Report By
 DF9566  HISTORY     - 2001     MONUMENTED       WIDT
 DF9566  HISTORY     - 20060924 GOOD             USPSQD
 DF9566
 DF9566                          STATION DESCRIPTION
 DF9566
 DF9566'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9566'THE STATION IS LOCATED ABOUT 25 KM NORTHWEST OF WAUKESHA, 24 KM EAST
 DF9566'OF WATERTOWN, AND 16 SOUTH-SOUTHWEST OF HARTFORD. OWNERSHIP--WAUKESHA
 DF9566'COUNTY.  TO REACH THE STATION FROM THE JUCNTON OF STATE HIGHWAY 83
 DF9566'WITH COUNTY HIGHWAY P NORTH (EXIT 176) ABOUT 3 KM EAST OF THE CITY OF
 DF9566'OCONOMOWOC, GO NORTH ON COUNTY HIGHWAY P NORTH FOR 8.0 KM TO COUNTY
 DF9566'HIGHWAY CW (MAPLETON ROAD), TURN RIGHT AND GO EAST ON COUNTY HIGHWAY
 DF9566'CW (MAPLETON ROAD) FOR 1.6 KM TO NORWEGIAN ROAD, CONTINUE EAST ON
 DF9566'COUNTY HIGHWAY CW (MAPLETON ROAD) FOR 0.2 KM TO THE STATION ON THE
 DF9566'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9566'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9566'DIAMETER CONCRETE POST TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9566'HIGHWAY PAVEMENT.  THE STATION IS 6.4 M NORTH OF THE CENTERLINE OF
 DF9566'COUNTY HIGHWAY CW (MAPLETON ROAD), 39.8 M NORTHWEST OF POWER POLE
 DF9566'--E66-10928  35-5--, 36.9 M NORTHEAST OF POWER POLE --92-09559    45-4
 DF9566'25K--, 35.6 M EAST OF A WOOD POST FOR A --INTERSECTION AHEAD--
 DF9566'CAUTION SIGN AND A --40 MPH.-- SIGN, AND 1 M SOUTH OF A CULTIVATED
 DF9566'FIELD.  ---NOTE---THE STATION IS EAST, WEST AND SOUTH OF THREE WHITE
 DF9566'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9566'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DF9566'EXCEPT FOR A POWER POLE TO THE SOUTHWEST EXTENDING TO 20 DEGREES
 DF9566'ABOVE THE HORIZON.
 DF9566
 DF9566                          STATION RECOVERY (2006)
 DF9566
 DF9566'RECOVERY NOTE BY US POWER SQUADRON 2006 (KRS)
 DF9566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9565 ***********************************************************************
 DF9565  DESIGNATION -  2K20
 DF9565  PID         -  DF9565
 DF9565  STATE/COUNTY-  WI/WAUKESHA
 DF9565  COUNTRY     -  US
 DF9565  USGS QUAD   -  STONEBANK (2018)
 DF9565
 DF9565                         *CURRENT SURVEY CONTROL
 DF9565  ______________________________________________________________________
 DF9565* NAD 83(1986) POSITION- 43 10 43.86   (N) 088 24 11.87   (W)   HD_HELD1
 DF9565* NAVD 88 ORTHO HEIGHT -   288.481 (meters)      946.46  (feet) ADJUSTED
 DF9565  ______________________________________________________________________
 DF9565  GEOID HEIGHT    -        -34.697 (meters)                     GEOID18
 DF9565  DYNAMIC HEIGHT  -        288.408 (meters)      946.22  (feet) COMP
 DF9565  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 DF9565
 DF9565  VERT ORDER      -  SECOND    CLASS I
 DF9565
 DF9565.The horizontal coordinates were determined by differentially corrected
 DF9565.hand held GPS observations or other comparable positioning techniques
 DF9565.and have an estimated accuracy of +/- 3 meters.
 DF9565
 DF9565.The orthometric height was determined by differential leveling and
 DF9565.adjusted by the WI DEPT OF TRANSP
 DF9565.in May 2012.
 DF9565
 DF9565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9565.GEOID18 height accuracy estimate available here.
 DF9565
 DF9565.Click photographs - Photos may exist for this station.
 DF9565
 DF9565.The dynamic height is computed by dividing the NAVD 88
 DF9565.geopotential number by the normal gravity value computed on the
 DF9565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9565.degrees latitude (g = 980.6199 gals.).
 DF9565
 DF9565.The modeled gravity was interpolated from observed gravity values.
 DF9565
 DF9565;                    North         East    Units  Estimated Accuracy
 DF9565;SPC WI S     -   132,201.5     729,802.7     MT  (+/- 3 meters HH1 GPS) 
 DF9565
 DF9565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8595181631(NAD 83)
 DF9565
 DF9565                          SUPERSEDED SURVEY CONTROL
 DF9565
 DF9565  NAVD 88 (04/20/07)  288.456  (m)          946.38   (f) SUPERSEDED  2 1
 DF9565  NAVD 88 (02/25/04)  288.424  (m)          946.27   (f) SUPERSEDED  2 1
 DF9565
 DF9565.Superseded values are not recommended for survey control.
 DF9565
 DF9565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9565.See file dsdata.pdf to determine how the superseded data were derived.
 DF9565
 DF9565_MARKER: DD = SURVEY DISK
 DF9565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9565_STAMPING: 2K20 2002
 DF9565_MARK LOGO: WIDT
 DF9565_PROJECTION: FLUSH
 DF9565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9565+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9565
 DF9565  HISTORY     - Date     Condition        Report By
 DF9565  HISTORY     - 2001     MONUMENTED       WIDT
 DF9565  HISTORY     - 20060828 GOOD             WIDT
 DF9565  HISTORY     - 20060924 GOOD             USPSQD
 DF9565
 DF9565                          STATION DESCRIPTION
 DF9565
 DF9565'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9565'THE STATION IS LOCATED ABOUT 42 KM NORTHWEST OF MILWAUKEE AND 32 KM
 DF9565'NORTH-NORTHWEST OF WATERTOWN.  OWNERSHIP--WAUKESHA COUNTY.  TO REACH
 DF9565'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 83 WITH STATE HIGHWAY
 DF9565'167 AND COUNTY HIGHWAY O ABOUT 8 KM SOUTH OF THE CITY OF HARTFORD, GO
 DF9565'SOUTH ON STATE HIGHWAY 83 FOR 8.5 KM TO COUNTY HIGHWAY CW (MAPLETON
 DF9565'ROAD), TURN RIGHT AND GO WEST OF COUNTY HIGHWAY CW (MAPLETON ROAD)
 DF9565'FOR 1.6 KM TO WEST SHORE DRIVE, CONTINUE WEST ON COUNTY HIGHWAY CW
 DF9565'FOR 0.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS A WISCONSIN
 DF9565'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9565'IN THE TOP OF A 41 CM DIAMETER CONCRETE POST TO A DEPTH OF 1.8 M AND
 DF9565'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.7 M NORTH OF
 DF9565'THE CENTERLINE OF COUNTY HIGHWAY CW (MAPLETON ROAD), 64 M WEST OF THE
 DF9565'EXTENDED CENTERLINE FOR PRIVATE ENTERANCE --N87  W33085--, 49.0 M
 DF9565'NORTHWEST OF THE TOP CENTER OF TELEPHONE PEDISTAL -- 33085--, AND 1 M
 DF9565'SOUTH OF A CULTIVATED FIELD. ---NOTE---THE STATION IS EAST, WEST AND
 DF9565'NORTH OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION
 DF9565'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF9565'THE HORIZON.
 DF9565
 DF9565                          STATION RECOVERY (2006)
 DF9565
 DF9565'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9565'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.16 MILE WEST OF
 DF9565'WEST SHORE DRIVE, 58 M EAST OF THE EXTENDED CENTERLINE OF --N87
 DF9565'W33175--, AND 27.5 M NORTH-NORTHWEST OF GREEN ELECTRICAL BOX --35--.
 DF9565
 DF9565                          STATION RECOVERY (2006)
 DF9565
 DF9565'RECOVERY NOTE BY US POWER SQUADRON 2006 (MPF)
 DF9565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9564 ***********************************************************************
 DF9564  DESIGNATION -  2K21
 DF9564  PID         -  DF9564
 DF9564  STATE/COUNTY-  WI/WAUKESHA
 DF9564  COUNTRY     -  US
 DF9564  USGS QUAD   -  STONEBANK (2018)
 DF9564
 DF9564                         *CURRENT SURVEY CONTROL
 DF9564  ______________________________________________________________________
 DF9564* NAD 83(1986) POSITION- 43 10 43.20   (N) 088 22 49.61   (W)   HD_HELD1
 DF9564* NAVD 88 ORTHO HEIGHT -   294.873 (meters)      967.43  (feet) ADJUSTED
 DF9564  ______________________________________________________________________
 DF9564  GEOID HEIGHT    -        -34.702 (meters)                     GEOID18
 DF9564  DYNAMIC HEIGHT  -        294.798 (meters)      967.18  (feet) COMP
 DF9564  MODELED GRAVITY -    980,357.8   (mgal)                       NAVD 88
 DF9564
 DF9564  VERT ORDER      -  SECOND    CLASS I
 DF9564
 DF9564.The horizontal coordinates were determined by differentially corrected
 DF9564.hand held GPS observations or other comparable positioning techniques
 DF9564.and have an estimated accuracy of +/- 3 meters.
 DF9564
 DF9564.The orthometric height was determined by differential leveling and
 DF9564.adjusted by the WI DEPT OF TRANSP
 DF9564.in May 2012.
 DF9564
 DF9564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9564.GEOID18 height accuracy estimate available here.
 DF9564
 DF9564.Click photographs - Photos may exist for this station.
 DF9564
 DF9564.The dynamic height is computed by dividing the NAVD 88
 DF9564.geopotential number by the normal gravity value computed on the
 DF9564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9564.degrees latitude (g = 980.6199 gals.).
 DF9564
 DF9564.The modeled gravity was interpolated from observed gravity values.
 DF9564
 DF9564;                    North         East    Units  Estimated Accuracy
 DF9564;SPC WI S     -   132,217.0     731,660.4     MT  (+/- 3 meters HH1 GPS) 
 DF9564
 DF9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8780781580(NAD 83)
 DF9564
 DF9564                          SUPERSEDED SURVEY CONTROL
 DF9564
 DF9564  NAVD 88 (04/20/07)  294.848  (m)          967.35   (f) SUPERSEDED  2 1
 DF9564  NAVD 88 (02/25/04)  294.817  (m)          967.25   (f) SUPERSEDED  2 1
 DF9564
 DF9564.Superseded values are not recommended for survey control.
 DF9564
 DF9564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9564.See file dsdata.pdf to determine how the superseded data were derived.
 DF9564
 DF9564_MARKER: DD = SURVEY DISK
 DF9564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9564_STAMPING: 2K21 2002
 DF9564_MARK LOGO: WIDT
 DF9564_PROJECTION: FLUSH
 DF9564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9564+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9564
 DF9564  HISTORY     - Date     Condition        Report By
 DF9564  HISTORY     - 2001     MONUMENTED       WIDT
 DF9564  HISTORY     - 20060924 GOOD             USPSQD
 DF9564
 DF9564                          STATION DESCRIPTION
 DF9564
 DF9564'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9564'THE STATION IS LOCATED ABOUT 28 KM EAST OF WATERTOWN, 22 KM NORTHWEST
 DF9564'OF WAUKESHA, AND 12 KM NORTHEAST OF OCONOMOWOC. OWNERSHIP--WISCONSIN
 DF9564'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUCTION
 DF9564'OF STATE HIGHWAY 83 WITH STATE HIGHWAY 167 AND COUNTY HIGHWAY O ABOUT
 DF9564'8 KM SOUTH OF THE CITY OF HARTLAND, GO SOUTH ON STATE HIGHWAY 83 FOR
 DF9564'6.8 KM TO COUNTY LINE ROAD, CONTINUE SOUTH ON STATE HIGHWAY 83 FOR
 DF9564'1.7 KM TO COUNTY HIGHWAY CW (MAPLETON ROAD) AND THE STATION ON THE
 DF9564'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9564'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF AN 41-CM
 DF9564'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH
 DF9564'THE HIGHWAY PAVEMENT.  THE STATION IS 22.2 M WEST OF THE CENTERLINE
 DF9564'OF STATE HIGHWAY 83, 19.0 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DF9564'CW (MAPLETON ROAD), 12.4 M NORTH-NORTHWEST OF TELEPHONE PEDESTAL
 DF9564'--32058--, AND 11.7 M NORTH-NORTHEAST OF THE NORTHERN MOST METAL POST
 DF9564'FOR A --WAUKESHA COUNTY ADOPT-A-HIGHWAY--SIGN.  ---NOTE--THE STATION
 DF9564'IS NORTH, SOUTH AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9564'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9564'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9564
 DF9564                          STATION RECOVERY (2006)
 DF9564
 DF9564'RECOVERY NOTE BY US POWER SQUADRON 2006 (KRS)
 DF9564'THE STATION IS NORTH, SOUTH, AND EAST OF THREE WHITE WITNESS POSTS.
 DF9564'THIS STATION HAS VISIBLE OBSTRUCTIONS TO SATELITE OBSERVATIONS DUE TO
 DF9564'BUILDINGS AND A TREE TO THE SOUTH RISING FROM APPROXIMATELY 20-25
 DF9564'DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTHWEST RISING TO 30
 DF9564'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9562 ***********************************************************************
 DF9562  DESIGNATION -  2K22
 DF9562  PID         -  DF9562
 DF9562  STATE/COUNTY-  WI/WAUKESHA
 DF9562  COUNTRY     -  US
 DF9562  USGS QUAD   -  MERTON (2018)
 DF9562
 DF9562                         *CURRENT SURVEY CONTROL
 DF9562  ______________________________________________________________________
 DF9562* NAD 83(1986) POSITION- 43 11 34.79   (N) 088 21 04.15   (W)   HD_HELD1
 DF9562* NAVD 88 ORTHO HEIGHT -   318.177 (meters)     1043.89  (feet) ADJUSTED
 DF9562  ______________________________________________________________________
 DF9562  GEOID HEIGHT    -        -34.719 (meters)                     GEOID18
 DF9562  DYNAMIC HEIGHT  -        318.097 (meters)     1043.62  (feet) COMP
 DF9562  MODELED GRAVITY -    980,358.5   (mgal)                       NAVD 88
 DF9562
 DF9562  VERT ORDER      -  SECOND    CLASS I
 DF9562
 DF9562.The horizontal coordinates were determined by differentially corrected
 DF9562.hand held GPS observations or other comparable positioning techniques
 DF9562.and have an estimated accuracy of +/- 3 meters.
 DF9562
 DF9562.The orthometric height was determined by differential leveling and
 DF9562.adjusted by the WI DEPT OF TRANSP
 DF9562.in May 2012.
 DF9562
 DF9562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9562.GEOID18 height accuracy estimate available here.
 DF9562
 DF9562.Click photographs - Photos may exist for this station.
 DF9562
 DF9562.The dynamic height is computed by dividing the NAVD 88
 DF9562.geopotential number by the normal gravity value computed on the
 DF9562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9562.degrees latitude (g = 980.6199 gals.).
 DF9562
 DF9562.The modeled gravity was interpolated from observed gravity values.
 DF9562
 DF9562;                    North         East    Units  Estimated Accuracy
 DF9562;SPC WI S     -   133,855.3     734,010.1     MT  (+/- 3 meters HH1 GPS) 
 DF9562
 DF9562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9021483133(NAD 83)
 DF9562
 DF9562                          SUPERSEDED SURVEY CONTROL
 DF9562
 DF9562  NAVD 88 (04/20/07)  318.152  (m)         1043.80   (f) SUPERSEDED  2 1
 DF9562  NAVD 88 (02/25/04)  318.122  (m)         1043.71   (f) SUPERSEDED  2 1
 DF9562
 DF9562.Superseded values are not recommended for survey control.
 DF9562
 DF9562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9562.See file dsdata.pdf to determine how the superseded data were derived.
 DF9562
 DF9562_MARKER: DD = SURVEY DISK
 DF9562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9562_STAMPING: 2K22 2002
 DF9562_MARK LOGO: WIDT
 DF9562_PROJECTION: FLUSH
 DF9562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9562+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9562
 DF9562  HISTORY     - Date     Condition        Report By
 DF9562  HISTORY     - 2001     MONUMENTED       WIDT
 DF9562  HISTORY     - 20060924 GOOD             USPSQD
 DF9562
 DF9562                          STATION DESCRIPTION
 DF9562
 DF9562'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9562'THE STATION IS LOCATED ABOUT 31 KM EAST OF WATERTOWN, 22 KM
 DF9562'NORTH-NORTHWEST OF WAUKESHA, AND 15 KM NORTHEAST OF OCONOMOWOC.
 DF9562'OWNERSHIP--TOWN OF MERTON.  TO REACH THE STATION FROM THE JUNCTION 0F
 DF9562'STATE HIGHWAY 83 WITH STATE HIGHWAY 167 AND COUNTY HIGHWAY O ABOUT 8
 DF9562'KM SOUTH OF THE CITY OF HARTLAND, GO SOUTH ON STATE HIGHWAY 83 FOR
 DF9562'6.8 KM TO COUNTY LINE ROAD, TURN LEFT AND GO EAST ON COUNTY LINE ROAD
 DF9562'FOR 1.6 KM TO HOFF ROAD ON THE RIGHT, CONTINUE EAST ON COUNTY LINE
 DF9562'ROAD FOR 0.6 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9562'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL DISK
 DF9562'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF
 DF9562'1.2 M, SET ON BEDROCK, AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DF9562'STATION IS 6.3 M SOUTH OF THE CENTERLINE OF COUNTY LINE ROAD, 0.1 KM
 DF9562'WEST OF PRIVATE ENTERANCE --N95 W30483--, 31 M SOUTHEAST OF THE
 DF9562'CENTERLINE FOR PRIVATE ENTERANCE --6340--, AND 1 M NORTH OF A
 DF9562'CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST, WEST AND SOUTH OF
 DF9562'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9562'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9562'HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING TO 58 DEGREES.
 DF9562
 DF9562                          STATION RECOVERY (2006)
 DF9562
 DF9562'RECOVERY NOTE BY US POWER SQUADRON 2006 (MPF)
 DF9562'STATE HIGHWAYS 83 AND 167 INTERSECT WITH COUNTY HIGHWAY 0 ABOUT 8 KM
 DF9562'SOUTH OF THE CITY OF HARTFORD.  THE STATION IS 1 M EAST, WEST, AND
 DF9562'NORTH OF THREE WHITE WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9561 ***********************************************************************
 DF9561  DESIGNATION -  2K23
 DF9561  PID         -  DF9561
 DF9561  STATE/COUNTY-  WI/WAUKESHA
 DF9561  COUNTRY     -  US
 DF9561  USGS QUAD   -  MERTON (2018)
 DF9561
 DF9561                         *CURRENT SURVEY CONTROL
 DF9561  ______________________________________________________________________
 DF9561* NAD 83(1986) POSITION- 43 11 34.31   (N) 088 20 08.68   (W)   HD_HELD1
 DF9561* NAVD 88 ORTHO HEIGHT -   286.670 (meters)      940.52  (feet) ADJUSTED
 DF9561  ______________________________________________________________________
 DF9561  GEOID HEIGHT    -        -34.725 (meters)                     GEOID18
 DF9561  DYNAMIC HEIGHT  -        286.597 (meters)      940.28  (feet) COMP
 DF9561  MODELED GRAVITY -    980,358.5   (mgal)                       NAVD 88
 DF9561
 DF9561  VERT ORDER      -  SECOND    CLASS I
 DF9561
 DF9561.The horizontal coordinates were determined by differentially corrected
 DF9561.hand held GPS observations or other comparable positioning techniques
 DF9561.and have an estimated accuracy of +/- 3 meters.
 DF9561
 DF9561.The orthometric height was determined by differential leveling and
 DF9561.adjusted by the WI DEPT OF TRANSP
 DF9561.in May 2012.
 DF9561
 DF9561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9561.GEOID18 height accuracy estimate available here.
 DF9561
 DF9561.Click photographs - Photos may exist for this station.
 DF9561
 DF9561.The dynamic height is computed by dividing the NAVD 88
 DF9561.geopotential number by the normal gravity value computed on the
 DF9561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9561.degrees latitude (g = 980.6199 gals.).
 DF9561
 DF9561.The modeled gravity was interpolated from observed gravity values.
 DF9561
 DF9561;                    North         East    Units  Estimated Accuracy
 DF9561;SPC WI S     -   133,865.4     735,262.6     MT  (+/- 3 meters HH1 GPS) 
 DF9561
 DF9561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9146683098(NAD 83)
 DF9561
 DF9561                          SUPERSEDED SURVEY CONTROL
 DF9561
 DF9561  NAVD 88 (04/20/07)  286.644  (m)          940.43   (f) SUPERSEDED  2 1
 DF9561  NAVD 88 (02/25/04)  286.616  (m)          940.34   (f) SUPERSEDED  2 1
 DF9561
 DF9561.Superseded values are not recommended for survey control.
 DF9561
 DF9561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9561.See file dsdata.pdf to determine how the superseded data were derived.
 DF9561
 DF9561_MARKER: DD = SURVEY DISK
 DF9561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9561_STAMPING: 2K23 2002
 DF9561_MARK LOGO: WIDT
 DF9561_PROJECTION: FLUSH
 DF9561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9561+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9561
 DF9561  HISTORY     - Date     Condition        Report By
 DF9561  HISTORY     - 2001     MONUMENTED       WIDT
 DF9561  HISTORY     - 20060828 GOOD             WIDT
 DF9561  HISTORY     - 20060924 GOOD             USPSQD
 DF9561
 DF9561                          STATION DESCRIPTION
 DF9561
 DF9561'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9561'THE STATION IS LOCATED ABOUT 20 KM WEST OF MENOMONEE FALLS AND 14 KM
 DF9561'SOUTH OF HARTFORD. OWNERSHIP--WAUKESHA COUNTY.  TO REACH THE STATION
 DF9561'FROM THE JUNCTION OF STATE HIGHWAY 83 WITH STATE HIGHWAY 167 ABOUT 8
 DF9561'KM SOUTHEAST OF THE CITY OF HARTFORD, GO SOUTH ON STATE HIGHWAY 83
 DF9561'FOR 5.3 KM TO COUNTY LINE ROAD, TURN LEFT AND GO EAST ON COUNTY LINE
 DF9561'ROAD FOR 3.8 KM TO COUNTY HIGHWAY K ON THE LEFT, COUNTY HIGHWAY F ON
 DF9561'THE RIGHT, AND COUNTY HIGHWAY Q AHEAD, CONTINUE EAST ON COUNTY
 DF9561'HIGHWAY Q (COUNTY LINE ROAD) FOR 0.8 KM TO THE STATION ON THE LEFT.
 DF9561'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9561'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9561'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9561'THE HIGHWAY PAVEMENT.  THE STATION IS 6.9 M SOUTH OF THE CENTERLINE
 DF9561'OF COUNTY HIGHWAY Q (COUNTY LINE ROAD), 0.2 KM WEST OF THE CENTERLINE
 DF9561'OF HARTLEY ROAD, 61.7 M EAST OF THE EXTENDED CENTERLINE OF --LOEW
 DF9561'LAKE KETTLE MORAINE STATE FORREST ENTRANCE--, 27.5 M SOUTHEAST OF
 DF9561'POWER POLE --68-27099     35-5--, AND 4 M NORTH OF A CULTIVATED FIELD.
 DF9561'---NOTE---THE STATION IS 1.0 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DF9561'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9561'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9561
 DF9561                          STATION RECOVERY (2006)
 DF9561
 DF9561'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9561'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DF9561'WEST, AND 1.0 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.   NOTE--
 DF9561'WHEN APPROACHING THE STATION FROM WEST TO EAST, THE STATION IS ON THE
 DF9561'RIGHT (NOT LEFT).
 DF9561
 DF9561                          STATION RECOVERY (2006)
 DF9561
 DF9561'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 DF9561'THIS STATION IS ON THE RIGHT OR NORTH SIDE OF COUNTY HIGHWAY Q (COUNTY
 DF9561'LINE ROAD).  THIS STATION IS 1 M NORTH, EAST, AND WEST OF WHITE
 DF9561'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9560 ***********************************************************************
 DF9560  DESIGNATION -  2K24
 DF9560  PID         -  DF9560
 DF9560  STATE/COUNTY-  WI/WASHINGTON
 DF9560  COUNTRY     -  US
 DF9560  USGS QUAD   -  MERTON (2018)
 DF9560
 DF9560                         *CURRENT SURVEY CONTROL
 DF9560  ______________________________________________________________________
 DF9560* NAD 83(1986) POSITION- 43 11 35.26   (N) 088 18 29.82   (W)   HD_HELD1
 DF9560* NAVD 88 ORTHO HEIGHT -   325.503 (meters)     1067.92  (feet) ADJUSTED
 DF9560  ______________________________________________________________________
 DF9560  GEOID HEIGHT    -        -34.733 (meters)                     GEOID18
 DF9560  DYNAMIC HEIGHT  -        325.421 (meters)     1067.65  (feet) COMP
 DF9560  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 DF9560
 DF9560  VERT ORDER      -  SECOND    CLASS I
 DF9560
 DF9560.The horizontal coordinates were determined by differentially corrected
 DF9560.hand held GPS observations or other comparable positioning techniques
 DF9560.and have an estimated accuracy of +/- 3 meters.
 DF9560
 DF9560.The orthometric height was determined by differential leveling and
 DF9560.adjusted by the WI DEPT OF TRANSP
 DF9560.in May 2012.
 DF9560
 DF9560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9560.GEOID18 height accuracy estimate available here.
 DF9560
 DF9560.Click photographs - Photos may exist for this station.
 DF9560
 DF9560.The dynamic height is computed by dividing the NAVD 88
 DF9560.geopotential number by the normal gravity value computed on the
 DF9560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9560.degrees latitude (g = 980.6199 gals.).
 DF9560
 DF9560.The modeled gravity was interpolated from observed gravity values.
 DF9560
 DF9560;                    North         East    Units  Estimated Accuracy
 DF9560;SPC WI S     -   133,939.6     737,493.6     MT  (+/- 3 meters HH1 GPS) 
 DF9560
 DF9560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9369783092(NAD 83)
 DF9560
 DF9560                          SUPERSEDED SURVEY CONTROL
 DF9560
 DF9560  NAVD 88 (04/20/07)  325.477  (m)         1067.84   (f) SUPERSEDED  2 1
 DF9560  NAVD 88 (02/25/04)  325.450  (m)         1067.75   (f) SUPERSEDED  2 1
 DF9560
 DF9560.Superseded values are not recommended for survey control.
 DF9560
 DF9560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9560.See file dsdata.pdf to determine how the superseded data were derived.
 DF9560
 DF9560_MARKER: DD = SURVEY DISK
 DF9560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9560_STAMPING: 2K24 2002
 DF9560_MARK LOGO: WIDT
 DF9560_PROJECTION: FLUSH
 DF9560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9560+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 DF9560
 DF9560  HISTORY     - Date     Condition        Report By
 DF9560  HISTORY     - 2001     MONUMENTED       WIDT
 DF9560  HISTORY     - 20060605 GOOD             WIDT
 DF9560
 DF9560                          STATION DESCRIPTION
 DF9560
 DF9560'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9560'THE STATION IS LOCATED ABOUT 35 KM NORTHWEST OF MILWAUKEE, 21 KM
 DF9560'NORTH NORTHWEST OF WAUKESHA, AND 12 KM SOUTHWEST OF RICHFIELD.
 DF9560'OWNERSHIP--WASHINGTON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9560'OF STATE HIGHWAY 83 WITH STATE HIGHWAY 167 ABOUT 7 KM SOUTH OF THE
 DF9560'CITY OF HARTFORD, GO SOUTH ON STATE HIGHWAY 83 FOR 5.1 KM TO COUNTY
 DF9560'HIGHWAY Q ON THE LEFT, TURN LEFT AND GO EAST ON COUNTY HIGHWAY Q FOR
 DF9560'5.7 KM TO DIEBALL ROAD ON THE RIGHT, CONTINUE EAST ON COUNTY HIGHWAY
 DF9560'Q (COUNTY LINE ROAD) FOR 0.9 KM TO THE STATION ON THE LEFT.  THE
 DF9560'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9560'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9560'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH HIGHWAY
 DF9560'PAVEMENT.  THE STATION IS 5.4 M NORTH OF THE CENTERLINE OF COUNTY
 DF9560'HIGHWAY Q (COUNTY LINE ROAD), 0.6 KM WEST OF THE CENTERLINE OF SAINT
 DF9560'AUGUSTINE ROAD, 45.8 M NORTHEAST OF TELEPHONE POLE --68 32537 40-5--,
 DF9560'AND 2 M SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS 1.0 M
 DF9560'SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS
 DF9560'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9560'HORIZON.
 DF9560
 DF9560                          STATION RECOVERY (2006)
 DF9560
 DF9560'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9560'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE WEST OF
 DF9560'PRIVATE ENTRANCE --5424-- AND 1.0 M SOUTH, 1.0 M WEST, AND 1.0 M EAST
 DF9560'OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9559 ***********************************************************************
 DF9559  DESIGNATION -  2K25
 DF9559  PID         -  DF9559
 DF9559  STATE/COUNTY-  WI/WASHINGTON
 DF9559  COUNTRY     -  US
 DF9559  USGS QUAD   -  MERTON (2018)
 DF9559
 DF9559                         *CURRENT SURVEY CONTROL
 DF9559  ______________________________________________________________________
 DF9559* NAD 83(1986) POSITION- 43 11 35.8    (N) 088 16 59.2    (W)   HD_HELD2
 DF9559* NAVD 88 ORTHO HEIGHT -   307.198 (meters)     1007.87  (feet) ADJUSTED
 DF9559  ______________________________________________________________________
 DF9559  GEOID HEIGHT    -        -34.746 (meters)                     GEOID18
 DF9559  DYNAMIC HEIGHT  -        307.120 (meters)     1007.61  (feet) COMP
 DF9559  MODELED GRAVITY -    980,359.1   (mgal)                       NAVD 88
 DF9559
 DF9559  VERT ORDER      -  SECOND    CLASS I
 DF9559
 DF9559.The horizontal coordinates were established by autonomous hand held GPS
 DF9559.observations and have an estimated accuracy of +/- 10 meters.
 DF9559
 DF9559.The orthometric height was determined by differential leveling and
 DF9559.adjusted by the WI DEPT OF TRANSP
 DF9559.in May 2012.
 DF9559
 DF9559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9559.GEOID18 height accuracy estimate available here.
 DF9559
 DF9559.Click photographs - Photos may exist for this station.
 DF9559
 DF9559.The dynamic height is computed by dividing the NAVD 88
 DF9559.geopotential number by the normal gravity value computed on the
 DF9559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9559.degrees latitude (g = 980.6199 gals.).
 DF9559
 DF9559.The modeled gravity was interpolated from observed gravity values.
 DF9559
 DF9559;                    North         East    Units  Estimated Accuracy
 DF9559;SPC WI S     -   133,998.      739,539.      MT  (+/- 10 meters HH2 GPS)
 DF9559
 DF9559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9574383077(NAD 83)
 DF9559
 DF9559                          SUPERSEDED SURVEY CONTROL
 DF9559
 DF9559  NAVD 88 (04/20/07)  307.172  (m)         1007.78   (f) SUPERSEDED  2 1
 DF9559  NAVD 88 (02/25/04)  307.145  (m)         1007.69   (f) SUPERSEDED  2 1
 DF9559
 DF9559.Superseded values are not recommended for survey control.
 DF9559
 DF9559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9559.See file dsdata.pdf to determine how the superseded data were derived.
 DF9559
 DF9559_MARKER: DD = SURVEY DISK
 DF9559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9559_STAMPING: 2K25 2002
 DF9559_MARK LOGO: WIDT
 DF9559_PROJECTION: FLUSH
 DF9559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9559+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9559
 DF9559  HISTORY     - Date     Condition        Report By
 DF9559  HISTORY     - 2001     MONUMENTED       WIDT
 DF9559  HISTORY     - 20060821 GOOD             WIDT
 DF9559
 DF9559                          STATION DESCRIPTION
 DF9559
 DF9559'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9559'THE STATION IS LOCATED ABOUT 18 KM NORTHEAST OF DELAFIELD, 16 KM
 DF9559'SOUTHEAST OF HARTFORD, AND 16 KM WEST OF MENOMOMONEE FALLS.
 DF9559'OWNERSHIP--WASHINGTON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9559'OF STATE HIGHWAY 164 WITH STATE HIGHWAY 167 ABOUT 12 KM SOUTHEAST OF
 DF9559'THE CITY OF HARTFORD, GO SOUTH ON STATE HIGHWAY 164 FOR 6.4 KM TO
 DF9559'COUNTY HIGHWAY Q, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY Q FOR 1.7
 DF9559'KM TO PLAT ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A
 DF9559'BRONZE WISCONSIN DEPARTMENT OF EDUCATION GEODETIC SURVEY CONTROL
 DF9559'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9559'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9559'STATION IS 6.8 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY Q, 57.0 M
 DF9559'WEST OF THE CENTERLINE OF PLAT ROAD, 22.6 M NORTHEAST OF THE EASTERN
 DF9559'END OF A GUARD RAIL, 21.7 M WEST OF A METAL POST FOR A --SPEED LIMIT
 DF9559'45-- SIGN, AND 16.5 M NORTH-NORTHEAST OF POWER POLE --E56 18177--.
 DF9559'---NOTE---THE STATION IS WEST, EAST AND SOUTH OF THREE WHITE PLASTIC
 DF9559'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9559'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES
 DF9559'TO THE NORTH RUNNING FROM THE WEST TO THE EAST EXTENDING TO  40
 DF9559'DEGREES AND A POWER POLE TO THE SOUTHWEST EXTENDING TO 40 DEGREES.
 DF9559
 DF9559                          STATION RECOVERY (2006)
 DF9559
 DF9559'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9559'RECOVERED IN GOOD CONDITION.  NOTE-- LARGE CHIPS HAVE BEEN REMOVED
 DF9559'FROM THE SOUTHWEST EDGE OF THE CONCRETE POST APPARENTLY FROM RECENT
 DF9559'MOWING OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9558 ***********************************************************************
 DF9558  DESIGNATION -  2K26
 DF9558  PID         -  DF9558
 DF9558  STATE/COUNTY-  WI/WAUKESHA
 DF9558  COUNTRY     -  US
 DF9558  USGS QUAD   -  MERTON (2018)
 DF9558
 DF9558                         *CURRENT SURVEY CONTROL
 DF9558  ______________________________________________________________________
 DF9558* NAD 83(1986) POSITION- 43 11 35.5    (N) 088 15 11.5    (W)   HD_HELD2
 DF9558* NAVD 88 ORTHO HEIGHT -   297.964 (meters)      977.57  (feet) ADJUSTED
 DF9558  ______________________________________________________________________
 DF9558  GEOID HEIGHT    -        -34.765 (meters)                     GEOID18
 DF9558  DYNAMIC HEIGHT  -        297.889 (meters)      977.32  (feet) COMP
 DF9558  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 DF9558
 DF9558  VERT ORDER      -  SECOND    CLASS I
 DF9558
 DF9558.The horizontal coordinates were established by autonomous hand held GPS
 DF9558.observations and have an estimated accuracy of +/- 10 meters.
 DF9558
 DF9558.The orthometric height was determined by differential leveling and
 DF9558.adjusted by the WI DEPT OF TRANSP
 DF9558.in May 2012.
 DF9558
 DF9558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9558.GEOID18 height accuracy estimate available here.
 DF9558
 DF9558.Click photographs - Photos may exist for this station.
 DF9558
 DF9558.The dynamic height is computed by dividing the NAVD 88
 DF9558.geopotential number by the normal gravity value computed on the
 DF9558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9558.degrees latitude (g = 980.6199 gals.).
 DF9558
 DF9558.The modeled gravity was interpolated from observed gravity values.
 DF9558
 DF9558;                    North         East    Units  Estimated Accuracy
 DF9558;SPC WI S     -   134,039.      741,970.      MT  (+/- 10 meters HH2 GPS)
 DF9558
 DF9558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9817483031(NAD 83)
 DF9558
 DF9558                          SUPERSEDED SURVEY CONTROL
 DF9558
 DF9558  NAVD 88 (04/20/07)  297.938  (m)          977.48   (f) SUPERSEDED  2 1
 DF9558  NAVD 88 (02/25/04)  297.912  (m)          977.40   (f) SUPERSEDED  2 1
 DF9558
 DF9558.Superseded values are not recommended for survey control.
 DF9558
 DF9558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9558.See file dsdata.pdf to determine how the superseded data were derived.
 DF9558
 DF9558_MARKER: DD = SURVEY DISK
 DF9558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9558_STAMPING: 2K26 2002
 DF9558_MARK LOGO: WIDT
 DF9558_PROJECTION: FLUSH
 DF9558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9558+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9558
 DF9558  HISTORY     - Date     Condition        Report By
 DF9558  HISTORY     - 2001     MONUMENTED       WIDT
 DF9558  HISTORY     - 20060821 GOOD             WIDT
 DF9558
 DF9558                          STATION DESCRIPTION
 DF9558
 DF9558'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9558'THE STATION IS LOCATED ABOUT 17 KM SOUTHEAST OF HARTFORD, 11 KM NORTH
 DF9558'NORTHWEST OF MENOMONEE FALLS, AND 7 KM NORTHWEST OF SUSSEX.
 DF9558'OWNERSHIP--WAUKESHA COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9558'STATE HIGHWAY 164 WITH STATE HIGHWAY 167 ABOUT 12 KM SOUTHEAST OF THE
 DF9558'CITY OF HARTFORD, GO SOUTH ON STATE HIGHWAY 164 FOR 6.4 KM TO COUNTY
 DF9558'HIGHWAY Q, TURN LEFT AND GO EAST ON COUNTY HIGHWAY Q FOR 0.6 KM TO
 DF9558'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9558'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9558'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9558'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 9.7 M
 DF9558'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY Q, 73.4 M WEST OF THE
 DF9558'CENTERLINE OF PRIVATE ENTRANCE --N95 W25529--, 42 M EAST OF THE
 DF9558'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --NARR 4322--, AND 6 M NORTH
 DF9558'OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS 1.0 M NORTH OF A
 DF9558'WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9558'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9558
 DF9558                          STATION RECOVERY (2006)
 DF9558
 DF9558'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9558'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.13 MILE WEST OF
 DF9558'RIVER LANE AND 1.0 M EAST AND 1.0 M WEST OF TWO WHITE PLASTIC WITNESS
 DF9558'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6185 ***********************************************************************
 AI6185  DESIGNATION -  2K41
 AI6185  PID         -  AI6185
 AI6185  STATE/COUNTY-  WI/DODGE
 AI6185  COUNTRY     -  US
 AI6185  USGS QUAD   -  HARTFORD WEST (2018)
 AI6185
 AI6185                         *CURRENT SURVEY CONTROL
 AI6185  ______________________________________________________________________
 AI6185* NAD 83(1986) POSITION- 43 19 31.3    (N) 088 25 30.4    (W)   HD_HELD2
 AI6185* NAVD 88 ORTHO HEIGHT -   296.676 (meters)      973.34  (feet) ADJUSTED
 AI6185  ______________________________________________________________________
 AI6185  GEOID HEIGHT    -        -34.807 (meters)                     GEOID18
 AI6185  DYNAMIC HEIGHT  -        296.604 (meters)      973.11  (feet) COMP
 AI6185  MODELED GRAVITY -    980,370.0   (mgal)                       NAVD 88
 AI6185
 AI6185  VERT ORDER      -  SECOND    CLASS I
 AI6185
 AI6185.The horizontal coordinates were established by autonomous hand held GPS
 AI6185.observations and have an estimated accuracy of +/- 10 meters.
 AI6185
 AI6185.The orthometric height was determined by differential leveling and
 AI6185.adjusted by the WI DEPT OF TRANSP
 AI6185.in May 2012.
 AI6185
 AI6185.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6185.GEOID18 height accuracy estimate available here.
 AI6185
 AI6185.Click photographs - Photos may exist for this station.
 AI6185
 AI6185.The dynamic height is computed by dividing the NAVD 88
 AI6185.geopotential number by the normal gravity value computed on the
 AI6185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6185.degrees latitude (g = 980.6199 gals.).
 AI6185
 AI6185.The modeled gravity was interpolated from observed gravity values.
 AI6185
 AI6185;                    North         East    Units  Estimated Accuracy
 AI6185;SPC WI S     -   148,441.      727,722.      MT  (+/- 10 meters HH2 GPS)
 AI6185
 AI6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8445597932(NAD 83)
 AI6185
 AI6185                          SUPERSEDED SURVEY CONTROL
 AI6185
 AI6185  NAVD 88 (04/20/07)  296.650  (m)          973.26   (f) SUPERSEDED  2 1
 AI6185  NAVD 88 (10/20/00)  296.606  (m)          973.11   (f) SUPERSEDED  2 1
 AI6185
 AI6185.Superseded values are not recommended for survey control.
 AI6185
 AI6185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6185.See file dsdata.pdf to determine how the superseded data were derived.
 AI6185
 AI6185_MARKER: DD = SURVEY DISK
 AI6185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6185_STAMPING: 2K41 1999
 AI6185_MARK LOGO: WIDT
 AI6185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6185+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI6185
 AI6185  HISTORY     - Date     Condition        Report By
 AI6185  HISTORY     - 1999     MONUMENTED       WIDT
 AI6185  HISTORY     - 20030807 GOOD             USPSQD
 AI6185  HISTORY     - 20040708 GOOD             WIDT
 AI6185  HISTORY     - 20060909 GOOD             USPSQD
 AI6185
 AI6185                          STATION DESCRIPTION
 AI6185
 AI6185'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6185'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) SOUTHWEST OF WEST BEND
 AI6185'AND 3.2 KM (2.00 MI) WEST OF HARTFORD.  OWNERSHIP--WISCONSIN
 AI6185'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6185'OF STATE HIGHWAY 83 (MAIN STREET) WITH STATE HIGHWAY 60 (SUMNER
 AI6185'STREET) IN THE CITY OF HARTFORD, GO WEST ON STATE HIGHWAY 60 (SUMNER
 AI6185'STREET) FOR 3.1 KM (1.90 MI) TO INDEPENDENCE ROAD, CONTINUE WEST ON
 AI6185'STATE HIGHWAY 60 FOR 1.0 KM (0.60 MI) TO THE STATION ON THE LEFT. THE
 AI6185'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6185'SURVEY CONTROL STATION DISK STAMPED --2K41 1999-- AND SET IN THE TOP
 AI6185'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6185'ABOUT 0.5 M (1.6 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 60, 94.5
 AI6185'M (310.0 FT) EAST-SOUTHEAST OF CENTERLINE OF ENTRANCE DRIVE TO QUAD
 AI6185'GRAPHICS, 86.3 M (283.1 FT) EAST OF CENTERLINE OF PRIVATE ENTRANCE
 AI6185'--W597--, 41.6 M (136.5 FT) SOUTHEAST OF TELEPHONE PEDESTAL --1140
 AI6185'65--, 7.0 M (23.0 FT) NORTH OF CULTIVATED FIELD, AND 0.9 M (3.0 FT)
 AI6185'NORTH OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 AI6185'VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE
 AI6185'HORIZON.
 AI6185
 AI6185                          STATION RECOVERY (2003)
 AI6185
 AI6185'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6185'RECOVERED IN GOOD CONDITION.
 AI6185
 AI6185                          STATION RECOVERY (2004)
 AI6185
 AI6185'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6185'RECOVERED AS DESCRIBED.
 AI6185
 AI6185                          STATION RECOVERY (2006)
 AI6185
 AI6185'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6186 ***********************************************************************
 AI6186  DESIGNATION -  2K42
 AI6186  PID         -  AI6186
 AI6186  STATE/COUNTY-  WI/WASHINGTON
 AI6186  COUNTRY     -  US
 AI6186  USGS QUAD   -  HARTFORD WEST (2018)
 AI6186
 AI6186                         *CURRENT SURVEY CONTROL
 AI6186  ______________________________________________________________________
 AI6186* NAD 83(1986) POSITION- 43 19 28.9    (N) 088 24 27.9    (W)   HD_HELD2
 AI6186* NAVD 88 ORTHO HEIGHT -   304.286 (meters)      998.31  (feet) ADJUSTED
 AI6186  ______________________________________________________________________
 AI6186  GEOID HEIGHT    -        -34.803 (meters)                     GEOID18
 AI6186  DYNAMIC HEIGHT  -        304.212 (meters)      998.07  (feet) COMP
 AI6186  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 AI6186
 AI6186  VERT ORDER      -  SECOND    CLASS I
 AI6186
 AI6186.The horizontal coordinates were established by autonomous hand held GPS
 AI6186.observations and have an estimated accuracy of +/- 10 meters.
 AI6186
 AI6186.The orthometric height was determined by differential leveling and
 AI6186.adjusted by the WI DEPT OF TRANSP
 AI6186.in May 2012.
 AI6186
 AI6186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6186.GEOID18 height accuracy estimate available here.
 AI6186
 AI6186.Click photographs - Photos may exist for this station.
 AI6186
 AI6186.The dynamic height is computed by dividing the NAVD 88
 AI6186.geopotential number by the normal gravity value computed on the
 AI6186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6186.degrees latitude (g = 980.6199 gals.).
 AI6186
 AI6186.The modeled gravity was interpolated from observed gravity values.
 AI6186
 AI6186;                    North         East    Units  Estimated Accuracy
 AI6186;SPC WI S     -   148,394.      729,131.      MT  (+/- 10 meters HH2 GPS)
 AI6186
 AI6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8586197834(NAD 83)
 AI6186
 AI6186                          SUPERSEDED SURVEY CONTROL
 AI6186
 AI6186  NAVD 88 (04/20/07)  304.260  (m)          998.23   (f) SUPERSEDED  2 1
 AI6186  NAVD 88 (10/20/00)  304.214  (m)          998.08   (f) SUPERSEDED  2 1
 AI6186
 AI6186.Superseded values are not recommended for survey control.
 AI6186
 AI6186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6186.See file dsdata.pdf to determine how the superseded data were derived.
 AI6186
 AI6186_MARKER: DD = SURVEY DISK
 AI6186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6186_STAMPING: 2K42 1999
 AI6186_MARK LOGO: WIDT
 AI6186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6186+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 AI6186
 AI6186  HISTORY     - Date     Condition        Report By
 AI6186  HISTORY     - 1999     MONUMENTED       WIDT
 AI6186  HISTORY     - 20031109 GOOD             USPSQD
 AI6186  HISTORY     - 20060607 GOOD             WIDT
 AI6186
 AI6186                          STATION DESCRIPTION
 AI6186
 AI6186'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6186'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTHWEST OF WEST BEND
 AI6186'AND 1.6 KM (1.00 MI) WEST OF HARTFORD.  OWNERSHIP--WISCONSIN
 AI6186'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6186'OF STATE HIGHWAY 83 (MAIN STREET) WITH STATE HIGHWAY 60 (SUMNER
 AI6186'STREET) IN THE CITY OF HARTFORD, GO WEST ON STATE HIGHWAY 60 (SUMNER
 AI6186'STREET) FOR 2.6 KM (1.60 MI) TO THE STATION ON THE LEFT.  THE STATION
 AI6186'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 AI6186'CONTROL STATION DISK STAMPED --2K42 1999-- AND SET IN THE TOP OF A 41
 AI6186'CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI6186'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.6 M (47.9 FT)
 AI6186'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 60, 70 M (229.7 FT) WEST OF
 AI6186'WOOD POST FOR --REDUCED SPEED AHEAD-- SIGN, 57.6 M (189.0 FT)
 AI6186'SOUTHEAST OF TELEPHONE PEDESTAL --128 25--, 20.1 M (65.9 FT) SOUTHWEST
 AI6186'OF TOP CENTER FOR --CAUTION TEST POINT-- SIGN, 2.0 M (6.6 FT) NORTH OF
 AI6186'CULTIVATED FIELD, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS
 AI6186'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO
 AI6186'MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6186
 AI6186                          STATION RECOVERY (2003)
 AI6186
 AI6186'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6186'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 132 FEET WEST
 AI6186'OF THE EXTENDED CENTERLINE OF THE DRIVEWAY TO --7436-7470 HWY 60--.
 AI6186
 AI6186                          STATION RECOVERY (2006)
 AI6186
 AI6186'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6186'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 38.4 M WEST OF THE
 AI6186'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --7436-7470-- AND 1.0 M NORTH,
 AI6186'1.0 M SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS
 AI6186'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6187 ***********************************************************************
 AI6187  DESIGNATION -  2K43
 AI6187  PID         -  AI6187
 AI6187  STATE/COUNTY-  WI/WASHINGTON
 AI6187  COUNTRY     -  US
 AI6187  USGS QUAD   -  HARTFORD WEST (2018)
 AI6187
 AI6187                         *CURRENT SURVEY CONTROL
 AI6187  ______________________________________________________________________
 AI6187* NAD 83(1986) POSITION- 43 19 04.83   (N) 088 23 20.99   (W)   HD_HELD1
 AI6187* NAVD 88 ORTHO HEIGHT -   295.881 (meters)      970.74  (feet) ADJUSTED
 AI6187  ______________________________________________________________________
 AI6187  GEOID HEIGHT    -        -34.797 (meters)                     GEOID18
 AI6187  DYNAMIC HEIGHT  -        295.809 (meters)      970.50  (feet) COMP
 AI6187  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 AI6187
 AI6187  VERT ORDER      -  SECOND    CLASS I
 AI6187
 AI6187.The horizontal coordinates were determined by differentially corrected
 AI6187.hand held GPS observations or other comparable positioning techniques
 AI6187.and have an estimated accuracy of +/- 3 meters.
 AI6187
 AI6187.The orthometric height was determined by differential leveling and
 AI6187.adjusted by the WI DEPT OF TRANSP
 AI6187.in May 2012.
 AI6187
 AI6187.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6187.GEOID18 height accuracy estimate available here.
 AI6187
 AI6187.Click photographs - Photos may exist for this station.
 AI6187
 AI6187.The dynamic height is computed by dividing the NAVD 88
 AI6187.geopotential number by the normal gravity value computed on the
 AI6187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6187.degrees latitude (g = 980.6199 gals.).
 AI6187
 AI6187.The modeled gravity was interpolated from observed gravity values.
 AI6187
 AI6187;                    North         East    Units  Estimated Accuracy
 AI6187;SPC WI S     -   147,679.9     730,652.9     MT  (+/- 3 meters HH1 GPS) 
 AI6187
 AI6187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8735697066(NAD 83)
 AI6187
 AI6187                          SUPERSEDED SURVEY CONTROL
 AI6187
 AI6187  NAVD 88 (04/20/07)  295.855  (m)          970.65   (f) SUPERSEDED  2 1
 AI6187  NAVD 88 (10/20/00)  295.806  (m)          970.49   (f) SUPERSEDED  2 1
 AI6187
 AI6187.Superseded values are not recommended for survey control.
 AI6187
 AI6187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6187.See file dsdata.pdf to determine how the superseded data were derived.
 AI6187
 AI6187_MARKER: DD = SURVEY DISK
 AI6187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6187_STAMPING: 2K43 1999
 AI6187_MARK LOGO: WIDT
 AI6187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6187+STABILITY: SURFACE MOTION
 AI6187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6187+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 AI6187
 AI6187  HISTORY     - Date     Condition        Report By
 AI6187  HISTORY     - 1999     MONUMENTED       WIDT
 AI6187  HISTORY     - 20031109 GOOD             USPSQD
 AI6187  HISTORY     - 20060607 GOOD             WIDT
 AI6187
 AI6187                          STATION DESCRIPTION
 AI6187
 AI6187'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6187'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTHWEST OF WEST BEND
 AI6187'AND 0.8 KM (0.50 MI) WEST OF HARTFORD.  OWNERSHIP--CITY OF HARTFORD.
 AI6187'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 83 (MAIN
 AI6187'STREET) WITH STATE HIGHWAY 60 (SUMNER STREET) IN THE CITY OF HARTFORD,
 AI6187'GO WEST ON STATE HIGHWAY 60 (SUMNER STREET) FOR 0.8 KM (0.50 MI) TO
 AI6187'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6187'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6187'STAMPED --2K43 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER
 AI6187'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1.0 M (3.3 FT) ABOVE THE
 AI6187'HIGHWAY PAVEMENT.  THE STATION IS 19.0 M (62.3 FT) NORTH OF THE
 AI6187'CENTERLINE OF STATE HIGHWAY 60, 33.9 M (111.2 FT) SOUTH OF THE
 AI6187'SOUTHWEST MASONRY CORNER OF HARTFORD PUBLIC WORKS BUILDING --710--,
 AI6187'23.5 M (77.1 FT) WEST OF CENTERLINE OF ACCESS DRIVE TO HARTFORD PUBLIC
 AI6187'WORKS, 13.9 M (45.6 FT) SOUTH-SOUTHEAST OF CENTER FACE OF FLAGPOLE,
 AI6187'12.9 M (42.3 FT) NORTHWEST OF TELEPHONE PEDESTAL --710-5--, 3.0 M (9.8
 AI6187'FT) SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF WOOD --HARTFORD DEPARTMENT
 AI6187'OF PUBLIC WORKS-- SIGN, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC
 AI6187'WITNESS POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE
 AI6187'TREES IN THE NORTHWEST QUADRANT EXTENDING TO 25 DEGREES ABOVE THE
 AI6187'HORIZON, TREES IN THE NORTHEAST QUADRANT EXTENDING TO 20 DEGREES ABOVE
 AI6187'THE HORIZON AND POWER LINES IN THE SOUTHEAST QUADRANT EXTENDING TO 20
 AI6187'DEGREES ABOVE THE HORIZON.
 AI6187
 AI6187                          STATION RECOVERY (2003)
 AI6187
 AI6187'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6187'RECOVERED IN GOOD CONDITION.
 AI6187
 AI6187                          STATION RECOVERY (2006)
 AI6187
 AI6187'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6187'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 AI6187'STATION ARE TREES TO THE NORTHWEST EXTENDING TO 60 DEGREES AND TREES
 AI6187'IN THE NORTHEAST QUADRANT EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6188 ***********************************************************************
 AI6188  DESIGNATION -  2K44
 AI6188  PID         -  AI6188
 AI6188  STATE/COUNTY-  WI/WASHINGTON
 AI6188  COUNTRY     -  US
 AI6188  USGS QUAD   -  HARTFORD EAST (2018)
 AI6188
 AI6188                         *CURRENT SURVEY CONTROL
 AI6188  ______________________________________________________________________
 AI6188* NAD 83(1986) POSITION- 43 19 01.77   (N) 088 21 32.01   (W)   HD_HELD1
 AI6188* NAVD 88 ORTHO HEIGHT -   311.384 (meters)     1021.60  (feet) ADJUSTED
 AI6188  ______________________________________________________________________
 AI6188  GEOID HEIGHT    -        -34.797 (meters)                     GEOID18
 AI6188  DYNAMIC HEIGHT  -        311.308 (meters)     1021.35  (feet) COMP
 AI6188  MODELED GRAVITY -    980,366.5   (mgal)                       NAVD 88
 AI6188
 AI6188  VERT ORDER      -  SECOND    CLASS I
 AI6188
 AI6188.The horizontal coordinates were determined by differentially corrected
 AI6188.hand held GPS observations or other comparable positioning techniques
 AI6188.and have an estimated accuracy of +/- 3 meters.
 AI6188
 AI6188.The orthometric height was determined by differential leveling and
 AI6188.adjusted by the WI DEPT OF TRANSP
 AI6188.in May 2012.
 AI6188
 AI6188.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6188.GEOID18 height accuracy estimate available here.
 AI6188
 AI6188.Click photographs - Photos may exist for this station.
 AI6188
 AI6188.The dynamic height is computed by dividing the NAVD 88
 AI6188.geopotential number by the normal gravity value computed on the
 AI6188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6188.degrees latitude (g = 980.6199 gals.).
 AI6188
 AI6188.The modeled gravity was interpolated from observed gravity values.
 AI6188
 AI6188;                    North         East    Units  Estimated Accuracy
 AI6188;SPC WI S     -   147,633.3     733,109.8     MT  (+/- 3 meters HH1 GPS) 
 AI6188
 AI6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8980996932(NAD 83)
 AI6188
 AI6188                          SUPERSEDED SURVEY CONTROL
 AI6188
 AI6188  NAVD 88 (04/20/07)  311.358  (m)         1021.51   (f) SUPERSEDED  2 1
 AI6188  NAVD 88 (10/20/00)  311.308  (m)         1021.35   (f) SUPERSEDED  2 1
 AI6188
 AI6188.Superseded values are not recommended for survey control.
 AI6188
 AI6188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6188.See file dsdata.pdf to determine how the superseded data were derived.
 AI6188
 AI6188_MARKER: DD = SURVEY DISK
 AI6188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6188_STAMPING: 2K44 1999
 AI6188_MARK LOGO: WIDT
 AI6188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6188+STABILITY: SURFACE MOTION
 AI6188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6188+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 AI6188
 AI6188  HISTORY     - Date     Condition        Report By
 AI6188  HISTORY     - 1999     MONUMENTED       WIDT
 AI6188  HISTORY     - 20031109 GOOD             USPSQD
 AI6188  HISTORY     - 20060607 GOOD             WIDT
 AI6188
 AI6188                          STATION DESCRIPTION
 AI6188
 AI6188'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6188'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTHWEST OF WEST
 AI6188'BEND, IN HARTFORD.  OWNERSHIP--CITY OF HARTFORD.  TO REACH THE STATION
 AI6188'FROM THE JUNCTION OF STATE HIGHWAY 83 (MAIN STREET) WITH STATE HIGHWAY
 AI6188'60 (SUMNER STREET) IN THE CITY OF HARTFORD, GO EAST ON STATE HIGHWAY
 AI6188'60 (SUMNER STREET) FOR 1.8 KM (1.10 MI) TO PLAZA DRIVE ON THE RIGHT
 AI6188'TURN RIGHT AND GO SOUTH ON PLAZA DRIVE FOR 42.1 M (138.1 FT) TO THE
 AI6188'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6188'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2K44
 AI6188'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6188'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 AI6188'STATION IS 42.2 M (138.5 FT) SOUTH OF THE CENTERLINE OF THE TWO EAST
 AI6188'BOUND LANES OF STATE HIGHWAY 60 (SUMNER STREET) , 25.0 M (82.0 FT)
 AI6188'NORTH-NORTHWEST OF POWER PEDESTAL --109--, 24.1 M (79.1 FT) NORTH OF
 AI6188'THE CENTERLINE OF BELL AVE., 22.1 M (72.5 FT) SOUTH-SOUTHEAST
 AI6188'SOUTHEAST CORNER OF METAL BASE OF DAIRY QUEEN SIGN, 12.5 M (41.0 FT)
 AI6188'EAST OF EDGE OF PAVEMENT OF DAIRY QUEEN PARKING LOT, 2.1 M (6.9 FT)
 AI6188'WEST OF FACE OF CURB OF PLAZA DR, AND 0.9 M (3.0 FT) EAST OF A WHITE
 AI6188'PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE
 AI6188'OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON
 AI6188
 AI6188                          STATION RECOVERY (2003)
 AI6188
 AI6188'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6188'RECOVERED IN GOOD CONDITION.
 AI6188
 AI6188                          STATION RECOVERY (2006)
 AI6188
 AI6188'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6189 ***********************************************************************
 AI6189  DESIGNATION -  2K45
 AI6189  PID         -  AI6189
 AI6189  STATE/COUNTY-  WI/WASHINGTON
 AI6189  COUNTRY     -  US
 AI6189  USGS QUAD   -  HARTFORD EAST (2018)
 AI6189
 AI6189                         *CURRENT SURVEY CONTROL
 AI6189  ______________________________________________________________________
 AI6189* NAD 83(1986) POSITION- 43 19 11.64   (N) 088 19 24.90   (W)   HD_HELD1
 AI6189* NAVD 88 ORTHO HEIGHT -   311.484 (meters)     1021.93  (feet) ADJUSTED
 AI6189  ______________________________________________________________________
 AI6189  GEOID HEIGHT    -        -34.805 (meters)                     GEOID18
 AI6189  DYNAMIC HEIGHT  -        311.408 (meters)     1021.68  (feet) COMP
 AI6189  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 AI6189
 AI6189  VERT ORDER      -  SECOND    CLASS I
 AI6189
 AI6189.The horizontal coordinates were determined by differentially corrected
 AI6189.hand held GPS observations or other comparable positioning techniques
 AI6189.and have an estimated accuracy of +/- 3 meters.
 AI6189
 AI6189.The orthometric height was determined by differential leveling and
 AI6189.adjusted by the WI DEPT OF TRANSP
 AI6189.in May 2012.
 AI6189
 AI6189.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6189.GEOID18 height accuracy estimate available here.
 AI6189
 AI6189.Click photographs - Photos may exist for this station.
 AI6189
 AI6189.The dynamic height is computed by dividing the NAVD 88
 AI6189.geopotential number by the normal gravity value computed on the
 AI6189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6189.degrees latitude (g = 980.6199 gals.).
 AI6189
 AI6189.The modeled gravity was interpolated from observed gravity values.
 AI6189
 AI6189;                    North         East    Units  Estimated Accuracy
 AI6189;SPC WI S     -   147,994.8     735,967.1     MT  (+/- 3 meters HH1 GPS) 
 AI6189
 AI6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9267797190(NAD 83)
 AI6189
 AI6189                          SUPERSEDED SURVEY CONTROL
 AI6189
 AI6189  NAVD 88 (04/20/07)  311.458  (m)         1021.84   (f) SUPERSEDED  2 1
 AI6189  NAVD 88 (10/20/00)  311.410  (m)         1021.68   (f) SUPERSEDED  2 1
 AI6189
 AI6189.Superseded values are not recommended for survey control.
 AI6189
 AI6189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6189.See file dsdata.pdf to determine how the superseded data were derived.
 AI6189
 AI6189_MARKER: DD = SURVEY DISK
 AI6189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6189_STAMPING: 2K45 1999
 AI6189_MARK LOGO: WIDT
 AI6189_PROJECTION: FLUSH
 AI6189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6189+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2014
 AI6189
 AI6189  HISTORY     - Date     Condition        Report By
 AI6189  HISTORY     - 1999     MONUMENTED       WIDT
 AI6189  HISTORY     - 20031109 GOOD             USPSQD
 AI6189  HISTORY     - 20060607 GOOD             WIDT
 AI6189  HISTORY     - 20141207 GOOD             WIDT
 AI6189
 AI6189                          STATION DESCRIPTION
 AI6189
 AI6189'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6189'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTHWEST OF WEST BEND,
 AI6189'3.2 KM (2.00 MI) EAST OF HARTFORD.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 AI6189'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI6189'HIGHWAY 83 (MAIN STREET) WITH STATE HIGHWAY 60 (SUMNER STREET) IN THE
 AI6189'CITY OF HARTFORD, GO EAST ON STATE HIGHWAY 60 (SUMNER STREET) FOR 4.91
 AI6189'KM (3.05 MI) TO FRANKLIN ROAD CONTINUE EAST ON STATE HIGHWAY 60 FOR
 AI6189'65.5 M (214.9 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI6189'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6189'STATION DISK STAMPED --2K45 1999-- AND SET IN THE TOP OF A 41 CM
 AI6189'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT .5 M
 AI6189'(1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 14.4 M (47.2 FT)
 AI6189'SOUTH OF THE CENTERLINE OF THE TWO EAST BOUND LANES OF STATE HIGHWAY
 AI6189'60, 76.2 M (250.0 FT) EAST OF CENTERLINE OF FRANKLIN ROAD, 25.8 M
 AI6189'(84.6 FT) WEST OF TOP CENTER WEST END OF POWER PEDESTAL --T8--, 4.2 M
 AI6189'(13.8 FT) EAST-NORTHEAST OF WOOD POST FOR --PIKE LAKE STATE PARK
 AI6189'WILDLIFE REFUGE--, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS
 AI6189'POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 AI6189'TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6189
 AI6189                          STATION RECOVERY (2003)
 AI6189
 AI6189'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6189'RECOVERED IN GOOD CONDITION.
 AI6189
 AI6189                          STATION RECOVERY (2006)
 AI6189
 AI6189'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6189'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 AI6189'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6189
 AI6189                          STATION RECOVERY (2014)
 AI6189
 AI6189'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 AI6189'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6191 ***********************************************************************
 AI6191  DESIGNATION -  2K47
 AI6191  PID         -  AI6191
 AI6191  STATE/COUNTY-  WI/WASHINGTON
 AI6191  COUNTRY     -  US
 AI6191  USGS QUAD   -  HARTFORD EAST (2018)
 AI6191
 AI6191                         *CURRENT SURVEY CONTROL
 AI6191  ______________________________________________________________________
 AI6191* NAD 83(1986) POSITION- 43 19 25.1    (N) 088 17 01.0    (W)   HD_HELD2
 AI6191* NAVD 88 ORTHO HEIGHT -   333.907 (meters)     1095.49  (feet) ADJUSTED
 AI6191  ______________________________________________________________________
 AI6191  GEOID HEIGHT    -        -34.822 (meters)                     GEOID18
 AI6191  DYNAMIC HEIGHT  -        333.825 (meters)     1095.22  (feet) COMP
 AI6191  MODELED GRAVITY -    980,364.6   (mgal)                       NAVD 88
 AI6191
 AI6191  VERT ORDER      -  SECOND    CLASS I
 AI6191
 AI6191.The horizontal coordinates were established by autonomous hand held GPS
 AI6191.observations and have an estimated accuracy of +/- 10 meters.
 AI6191
 AI6191.The orthometric height was determined by differential leveling and
 AI6191.adjusted by the WI DEPT OF TRANSP
 AI6191.in May 2012.
 AI6191
 AI6191.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6191.GEOID18 height accuracy estimate available here.
 AI6191
 AI6191.Click photographs - Photos may exist for this station.
 AI6191
 AI6191.The dynamic height is computed by dividing the NAVD 88
 AI6191.geopotential number by the normal gravity value computed on the
 AI6191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6191.degrees latitude (g = 980.6199 gals.).
 AI6191
 AI6191.The modeled gravity was interpolated from observed gravity values.
 AI6191
 AI6191;                    North         East    Units  Estimated Accuracy
 AI6191;SPC WI S     -   148,476.      739,200.      MT  (+/- 10 meters HH2 GPS)
 AI6191
 AI6191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9592597555(NAD 83)
 AI6191
 AI6191                          SUPERSEDED SURVEY CONTROL
 AI6191
 AI6191  NAVD 88 (04/20/07)  333.881  (m)         1095.41   (f) SUPERSEDED  2 1
 AI6191  NAVD 88 (10/20/00)  333.835  (m)         1095.26   (f) SUPERSEDED  2 1
 AI6191
 AI6191.Superseded values are not recommended for survey control.
 AI6191
 AI6191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6191.See file dsdata.pdf to determine how the superseded data were derived.
 AI6191
 AI6191_MARKER: DD = SURVEY DISK
 AI6191_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI6191_SP_SET: ABUTMENT
 AI6191_STAMPING: 2K47 1999
 AI6191_MARK LOGO: WIDT
 AI6191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI6191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6191+STABILITY: SURFACE MOTION
 AI6191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6191+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2014
 AI6191
 AI6191  HISTORY     - Date     Condition        Report By
 AI6191  HISTORY     - 1999     MONUMENTED       WIDT
 AI6191  HISTORY     - 20031109 GOOD             USPSQD
 AI6191  HISTORY     - 20060606 GOOD             WIDT
 AI6191  HISTORY     - 20141209 GOOD             WIDT
 AI6191
 AI6191                          STATION DESCRIPTION
 AI6191
 AI6191'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6191'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTHWEST OF WEST BEND,
 AI6191'AND 7.2 KM (4.45 MI) EAST OF HARTFORD.  OWNERSHIP--WISCONSIN
 AI6191'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6191'OF STATE HIGHWAY 175 WITH STATE HIGHWAY 60, ABOUT 0.8 KM (0.50 MI)
 AI6191'SOUTH OF THE VILLAGE OF SLINGER, GO WEST ON STATE HIGHWAY 60 FOR 0.8
 AI6191'KM (0.50 MI) TO SLINGER ROAD, CONTINUE WEST ON STATE HIGHWAY 60 FOR
 AI6191'0.24 KM (0.15 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6191'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6191'DISK STAMPED --2K47 1999-- AND SET IN THE TOP OF THE SOUTH SIDE OF THE
 AI6191'WEST BRIDGE ABUTMENT, BRIDGE NUMBER --B-66-100-90--, ABOUT LEVEL WITH
 AI6191'THE HIGHWAY PAVEMENT.  THE STATION IS 6.5 M (21.3 FT) SOUTH OF THE
 AI6191'CENTERLINE OF THE TWO EAST BOUND LANES OF STATE HIGHWAY 60, 4.8 M
 AI6191'(15.7 FT) SOUTHWEST OF ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6191'DISK STAMPED --1098.59--, 3.3 M (10.8 FT) SOUTHWEST OF EDGE OF
 AI6191'CONCRETE SIDEWALK, 1.3 M (4.3 FT) SOUTH OF PARAPET WALL, 0.15 M (0.49
 AI6191'FT) WEST OF METAL END POST TO EAST/WEST RUNNING CHAIN LINK FENCE.
 AI6191'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 AI6191'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6191
 AI6191                          STATION RECOVERY (2003)
 AI6191
 AI6191'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6191'RECOVERED IN GOOD CONDITION.
 AI6191
 AI6191                          STATION RECOVERY (2006)
 AI6191
 AI6191'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6191'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M
 AI6191'WEST-NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 AI6191
 AI6191                          STATION RECOVERY (2014)
 AI6191
 AI6191'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 AI6191'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6192 ***********************************************************************
 AI6192  DESIGNATION -  2K48
 AI6192  PID         -  AI6192
 AI6192  STATE/COUNTY-  WI/WASHINGTON
 AI6192  COUNTRY     -  US
 AI6192  USGS QUAD   -  HARTFORD EAST (2018)
 AI6192
 AI6192                         *CURRENT SURVEY CONTROL
 AI6192  ______________________________________________________________________
 AI6192* NAD 83(1986) POSITION- 43 19 27.71   (N) 088 15 52.54   (W)   HD_HELD1
 AI6192* NAVD 88 ORTHO HEIGHT -   347.884 (meters)     1141.35  (feet) ADJUSTED
 AI6192  ______________________________________________________________________
 AI6192  GEOID HEIGHT    -        -34.833 (meters)                     GEOID18
 AI6192  DYNAMIC HEIGHT  -        347.798 (meters)     1141.07  (feet) COMP
 AI6192  MODELED GRAVITY -    980,364.5   (mgal)                       NAVD 88
 AI6192
 AI6192  VERT ORDER      -  SECOND    CLASS I
 AI6192
 AI6192.The horizontal coordinates were determined by differentially corrected
 AI6192.hand held GPS observations or other comparable positioning techniques
 AI6192.and have an estimated accuracy of +/- 3 meters.
 AI6192
 AI6192.The orthometric height was determined by differential leveling and
 AI6192.adjusted by the WI DEPT OF TRANSP
 AI6192.in May 2012.
 AI6192
 AI6192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6192.GEOID18 height accuracy estimate available here.
 AI6192
 AI6192.Click photographs - Photos may exist for this station.
 AI6192
 AI6192.The dynamic height is computed by dividing the NAVD 88
 AI6192.geopotential number by the normal gravity value computed on the
 AI6192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6192.degrees latitude (g = 980.6199 gals.).
 AI6192
 AI6192.The modeled gravity was interpolated from observed gravity values.
 AI6192
 AI6192;                    North         East    Units  Estimated Accuracy
 AI6192;SPC WI S     -   148,588.5     740,740.5     MT  (+/- 3 meters HH1 GPS) 
 AI6192
 AI6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9746897612(NAD 83)
 AI6192
 AI6192                          SUPERSEDED SURVEY CONTROL
 AI6192
 AI6192  NAVD 88 (04/20/07)  347.858  (m)         1141.26   (f) SUPERSEDED  2 1
 AI6192  NAVD 88 (10/20/00)  347.813  (m)         1141.12   (f) SUPERSEDED  2 1
 AI6192
 AI6192.Superseded values are not recommended for survey control.
 AI6192
 AI6192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6192.See file dsdata.pdf to determine how the superseded data were derived.
 AI6192
 AI6192_MARKER: DD = SURVEY DISK
 AI6192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6192_STAMPING: 2K48 1999
 AI6192_MARK LOGO: WIDT
 AI6192_PROJECTION: FLUSH
 AI6192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6192+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2014
 AI6192
 AI6192  HISTORY     - Date     Condition        Report By
 AI6192  HISTORY     - 1999     MONUMENTED       WIDT
 AI6192  HISTORY     - 20031109 GOOD             USPSQD
 AI6192  HISTORY     - 20060606 GOOD             WIDT
 AI6192  HISTORY     - 20141209 GOOD             WIDT
 AI6192
 AI6192                          STATION DESCRIPTION
 AI6192
 AI6192'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6192'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTHWEST OF WEST BEND,
 AI6192'AND 6.4 KM (3.95 MI) WEST OF JACKSON.  OWNERSHIP--WISCONSIN DEPARTMENT
 AI6192'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI6192'HIGHWAY 175 WITH STATE HIGHWAY 60, ABOUT 0.8 KM (0.50 MI) SOUTH OF THE
 AI6192'VILLAGE OF SLINGER, GO EAST ON STATE HIGHWAY 60 FOR 0.6 KM (0.35 MI)
 AI6192'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6192'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6192'STAMPED --2K48 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER
 AI6192'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) BELOW THE
 AI6192'HIGHWAY PAVEMENT.  THE STATION IS 8.4 M (27.6 FT) SOUTH-SOUTHEAST OF
 AI6192'THE EDGE OF PAVEMENT TO THE TWO EAST BOUND LANES OF STATE HIGHWAY 60,
 AI6192'91 M (298.6 FT) EAST-NORTHEAST OF TELEPHONE PEDESTAL --2701--, 46.8 M
 AI6192'(153.5 FT) WEST OF POWER POLE --90-04055 45-5--, 40.6 M (133.2 FT)
 AI6192'SOUTHEAST OF WOOD POST FOR --STOP LIGHT AHEAD-- SIGN, 10 M (32.8 FT)
 AI6192'NORTH OF CULTIVATED FIELD, 6.2 M (20.3 FT) EAST OF CENTERLINE OF FIELD
 AI6192'ENTRANCE, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 AI6192'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 AI6192'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6192
 AI6192                          STATION RECOVERY (2003)
 AI6192
 AI6192'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6192'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS NORTH OF UPTOWN
 AI6192'CHEVROLET BETWEEN THE PARKING LOT AND HIGHWAY 60.
 AI6192
 AI6192                          STATION RECOVERY (2006)
 AI6192
 AI6192'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6192'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE WEST OF
 AI6192'STATE HIGHWAY 164 AND 9.8 M NORTHWEST OF A SINGLE POST --UPTOWN--
 AI6192'ELECTRONIC SIGN.
 AI6192
 AI6192                          STATION RECOVERY (2014)
 AI6192
 AI6192'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 AI6192'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7486 ***********************************************************************
 DE7486  DESIGNATION -  2K52
 DE7486  PID         -  DE7486
 DE7486  STATE/COUNTY-  WI/WAUKESHA
 DE7486  COUNTRY     -  US
 DE7486  USGS QUAD   -  SUSSEX (2018)
 DE7486
 DE7486                         *CURRENT SURVEY CONTROL
 DE7486  ______________________________________________________________________
 DE7486* NAD 83(1986) POSITION- 43 11 33.4    (N) 088 12 07.1    (W)   HD_HELD2
 DE7486* NAVD 88 ORTHO HEIGHT -   295.460 (meters)      969.36  (feet) ADJUSTED
 DE7486  ______________________________________________________________________
 DE7486  GEOID HEIGHT    -        -34.808 (meters)                     GEOID18
 DE7486  DYNAMIC HEIGHT  -        295.386 (meters)      969.11  (feet) COMP
 DE7486  MODELED GRAVITY -    980,361.7   (mgal)                       NAVD 88
 DE7486
 DE7486  VERT ORDER      -  SECOND    CLASS I
 DE7486
 DE7486.The horizontal coordinates were established by autonomous hand held GPS
 DE7486.observations and have an estimated accuracy of +/- 10 meters.
 DE7486
 DE7486.The orthometric height was determined by differential leveling and
 DE7486.adjusted by the WI DEPT OF TRANSP
 DE7486.in May 2012.
 DE7486
 DE7486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7486.GEOID18 height accuracy estimate available here.
 DE7486
 DE7486.Click photographs - Photos may exist for this station.
 DE7486
 DE7486.The dynamic height is computed by dividing the NAVD 88
 DE7486.geopotential number by the normal gravity value computed on the
 DE7486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7486.degrees latitude (g = 980.6199 gals.).
 DE7486
 DE7486.The modeled gravity was interpolated from observed gravity values.
 DE7486
 DE7486;                    North         East    Units  Estimated Accuracy
 DE7486;SPC WI S     -   134,063.      746,134.      MT  (+/- 10 meters HH2 GPS)
 DE7486
 DE7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0233582905(NAD 83)
 DE7486
 DE7486                          SUPERSEDED SURVEY CONTROL
 DE7486
 DE7486  NAVD 88 (04/20/07)  295.435  (m)          969.27   (f) SUPERSEDED  2 1
 DE7486  NAVD 88 (05/16/03)  295.413  (m)          969.20   (f) SUPERSEDED  2 1
 DE7486
 DE7486.Superseded values are not recommended for survey control.
 DE7486
 DE7486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7486.See file dsdata.pdf to determine how the superseded data were derived.
 DE7486
 DE7486_MARKER: DD = SURVEY DISK
 DE7486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7486_STAMPING: 2K52 2001
 DE7486_MARK LOGO: WIDT
 DE7486_PROJECTION: FLUSH
 DE7486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7486+STABILITY: SURFACE MOTION
 DE7486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7486+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 DE7486
 DE7486  HISTORY     - Date     Condition        Report By
 DE7486  HISTORY     - 2000     MONUMENTED       WIDT
 DE7486  HISTORY     - 2002     GOOD             WIDT
 DE7486  HISTORY     - 20060821 GOOD             WIDT
 DE7486  HISTORY     - 20190918 GOOD             WIDT
 DE7486
 DE7486                          STATION DESCRIPTION
 DE7486
 DE7486'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7486'THE STATION IS LOCATED ABOUT 6 KM NORTH OF SUSSEX AND 6 KM WEST OF
 DE7486'MENOMONEE FALLS.  OWNERSHIP--TOWN OF LISBON.  TO REACH THE STATION
 DE7486'FROM THE JUNCTION OF US HIGHWAY 41 AND US HIGHWAY 45 WITH COUNTY
 DE7486'HIGHWAY Q IN THE VILLAGE OF GERMANTOWN, GO WEST ON COUNTY HIGHWAY Q
 DE7486'FOR 4.7 KM TO COUNTY HIGHWAY V ON THE LEFT, CONTINUE WEST ON COUNTY
 DE7486'HIGHWAY Q FOR 1.6 KM TO COLGATE ROAD AND THE STATION ON THE LEFT.
 DE7486'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7486'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7486'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7486'THE ROAD PAVEMENT.  THE STATION IS 35.9 M SOUTH OF THE CENTERLINE OF
 DE7486'COUNTY HIGHWAY Q, 8.2 M EAST OF THE CENTERLINE OF COLGATE ROAD, 34.7
 DE7486'M NORTH OF A METAL POST FOR A --R/W-- SIGN, 19.5 M SOUTH OF TELEPHONE
 DE7486'PEDESTAL --22987--, 2 M WEST OF A CULTIVATED FIELD, AND 1 M WEST OF A
 DE7486'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7486'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7486
 DE7486                          STATION RECOVERY (2002)
 DE7486
 DE7486'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 DE7486'RECOVERED AS DESCRIBED.
 DE7486
 DE7486                          STATION RECOVERY (2006)
 DE7486
 DE7486'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7486'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9.9 M SOUTH OF A
 DE7486'YELLOW WOOD RIGHT-OF-WAY POST AND 1.0 M WEST, 1.0 M NORTH, AND 1.0 M
 DE7486'SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7486
 DE7486                          STATION RECOVERY (2019)
 DE7486
 DE7486'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7488 ***********************************************************************
 DE7488  DESIGNATION -  2K54
 DE7488  PID         -  DE7488
 DE7488  STATE/COUNTY-  WI/WASHINGTON
 DE7488  COUNTRY     -  US
 DE7488  USGS QUAD   -  SUSSEX (2018)
 DE7488
 DE7488                         *CURRENT SURVEY CONTROL
 DE7488  ______________________________________________________________________
 DE7488* NAD 83(1986) POSITION- 43 11 33.45   (N) 088 10 35.11   (W)   HD_HELD1
 DE7488* NAVD 88 ORTHO HEIGHT -   285.476 (meters)      936.60  (feet) ADJUSTED
 DE7488  ______________________________________________________________________
 DE7488  GEOID HEIGHT    -        -34.837 (meters)                     GEOID18
 DE7488  DYNAMIC HEIGHT  -        285.404 (meters)      936.36  (feet) COMP
 DE7488  MODELED GRAVITY -    980,362.6   (mgal)                       NAVD 88
 DE7488
 DE7488  VERT ORDER      -  SECOND    CLASS I
 DE7488
 DE7488.The horizontal coordinates were determined by differentially corrected
 DE7488.hand held GPS observations or other comparable positioning techniques
 DE7488.and have an estimated accuracy of +/- 3 meters.
 DE7488
 DE7488.The orthometric height was determined by differential leveling and
 DE7488.adjusted by the NATIONAL GEODETIC SURVEY
 DE7488.in July 2020.
 DE7488
 DE7488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7488.GEOID18 height accuracy estimate available here.
 DE7488
 DE7488.Click photographs - Photos may exist for this station.
 DE7488
 DE7488.The dynamic height is computed by dividing the NAVD 88
 DE7488.geopotential number by the normal gravity value computed on the
 DE7488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7488.degrees latitude (g = 980.6199 gals.).
 DE7488
 DE7488.The modeled gravity was interpolated from observed gravity values.
 DE7488
 DE7488;                    North         East    Units  Estimated Accuracy
 DE7488;SPC WI S     -   134,109.6     748,210.3     MT  (+/- 3 meters HH1 GPS) 
 DE7488
 DE7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0441182877(NAD 83)
 DE7488
 DE7488                          SUPERSEDED SURVEY CONTROL
 DE7488
 DE7488  NAVD 88 (05/08/12)  285.479  (m)          936.61   (f) SUPERSEDED  2 1
 DE7488  NAVD 88 (04/20/07)  285.453  (m)          936.52   (f) SUPERSEDED  2 1
 DE7488  NAVD 88 (05/16/03)  285.434  (m)          936.46   (f) SUPERSEDED  2 1
 DE7488
 DE7488.Superseded values are not recommended for survey control.
 DE7488
 DE7488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7488.See file dsdata.pdf to determine how the superseded data were derived.
 DE7488
 DE7488_MARKER: DD = SURVEY DISK
 DE7488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7488_STAMPING: 2K54 2001
 DE7488_MARK LOGO: WIDT
 DE7488_PROJECTION: FLUSH
 DE7488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7488+STABILITY: SURFACE MOTION
 DE7488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7488+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 DE7488
 DE7488  HISTORY     - Date     Condition        Report By
 DE7488  HISTORY     - 2000     MONUMENTED       WIDT
 DE7488  HISTORY     - 20031109 GOOD             USPSQD
 DE7488  HISTORY     - 20060605 GOOD             WIDT
 DE7488  HISTORY     - 20190918 GOOD             WIDT
 DE7488
 DE7488                          STATION DESCRIPTION
 DE7488
 DE7488'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7488'THE STATION IS LOCATED ABOUT 8 KM NORTHEAST OF SUSSEX AND 5 KM
 DE7488'NORTHWEST OF MENOMONEE FALLS.  OWNERSHIP--WASHINGTON COUNTY. TO REACH
 DE7488'THE STATION FROM THE JUNCTION OF US HIGHWAY 41 AND US HIGHWAY 45 WITH
 DE7488'COUNTY HIGHWAY Q IN THE VILLAGE OF GERMANTOWN, GO WEST ON COUNTY
 DE7488'HIGHWAY Q FOR 3.1 KM TO COUNTY HIGHWAY Y, CONTINUE WEST ON COUNTY
 DE7488'HIGHWAY Q FOR 1.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DE7488'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7488'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7488'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DE7488'STATION IS 16.3 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY Q, 39 M
 DE7488'EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 31.2 M NORTH OF POWER
 DE7488'POLE --77-01370 65-4--, 10.5 M NORTHWEST OF A METAL POST FOR A
 DE7488'--SPEED LIMIT 50 MPH-- SIGN, AND 0.9 M SOUTH OF A WHITE PLASTIC
 DE7488'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7488'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 DE7488'POLE AND POWER LINES TO THE SOUTH EXTENDING TO 21 DEGREES.
 DE7488
 DE7488                          STATION RECOVERY (2003)
 DE7488
 DE7488'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7488'RECOVERED IN GOOD CONDITION.
 DE7488
 DE7488                          STATION RECOVERY (2006)
 DE7488
 DE7488'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7488'RECOVERED IN GOOD CONDITION.  THE STATION IS 0.9 M SOUTH, 1.0 M
 DE7488'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7488
 DE7488                          STATION RECOVERY (2019)
 DE7488
 DE7488'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7489 ***********************************************************************
 DE7489  DESIGNATION -  2K55
 DE7489  PID         -  DE7489
 DE7489  STATE/COUNTY-  WI/WASHINGTON
 DE7489  COUNTRY     -  US
 DE7489  USGS QUAD   -  SUSSEX (2018)
 DE7489
 DE7489                         *CURRENT SURVEY CONTROL
 DE7489  ______________________________________________________________________
 DE7489* NAD 83(1986) POSITION- 43 11 33.88   (N) 088 07 30.77   (W)   HD_HELD1
 DE7489* NAVD 88 ORTHO HEIGHT -   262.309 (meters)      860.59  (feet) ADJUSTED
 DE7489  ______________________________________________________________________
 DE7489  GEOID HEIGHT    -        -34.904 (meters)                     GEOID18
 DE7489  DYNAMIC HEIGHT  -        262.243 (meters)      860.38  (feet) COMP
 DE7489  MODELED GRAVITY -    980,364.2   (mgal)                       NAVD 88
 DE7489
 DE7489  VERT ORDER      -  SECOND    CLASS I
 DE7489
 DE7489.The horizontal coordinates were determined by differentially corrected
 DE7489.hand held GPS observations or other comparable positioning techniques
 DE7489.and have an estimated accuracy of +/- 3 meters.
 DE7489
 DE7489.The orthometric height was determined by differential leveling and
 DE7489.adjusted by the NATIONAL GEODETIC SURVEY
 DE7489.in July 2020.
 DE7489
 DE7489.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7489.GEOID18 height accuracy estimate available here.
 DE7489
 DE7489.Click photographs - Photos may exist for this station.
 DE7489
 DE7489.The dynamic height is computed by dividing the NAVD 88
 DE7489.geopotential number by the normal gravity value computed on the
 DE7489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7489.degrees latitude (g = 980.6199 gals.).
 DE7489
 DE7489.The modeled gravity was interpolated from observed gravity values.
 DE7489
 DE7489;                    North         East    Units  Estimated Accuracy
 DE7489;SPC WI S     -   134,215.2     752,371.1     MT  (+/- 3 meters HH1 GPS) 
 DE7489
 DE7489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0857282833(NAD 83)
 DE7489
 DE7489                          SUPERSEDED SURVEY CONTROL
 DE7489
 DE7489  NAVD 88 (05/08/12)  262.347  (m)          860.72   (f) SUPERSEDED  2 1
 DE7489  NAVD 88 (04/20/07)  262.321  (m)          860.63   (f) SUPERSEDED  2 1
 DE7489  NAVD 88 (05/16/03)  262.310  (m)          860.60   (f) SUPERSEDED  2 1
 DE7489
 DE7489.Superseded values are not recommended for survey control.
 DE7489
 DE7489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7489.See file dsdata.pdf to determine how the superseded data were derived.
 DE7489
 DE7489_MARKER: DD = SURVEY DISK
 DE7489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7489_STAMPING: 2K55 2001
 DE7489_MARK LOGO: WIDT
 DE7489_PROJECTION: FLUSH
 DE7489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7489+STABILITY: SURFACE MOTION
 DE7489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7489+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2019
 DE7489
 DE7489  HISTORY     - Date     Condition        Report By
 DE7489  HISTORY     - 2000     MONUMENTED       WIDT
 DE7489  HISTORY     - 20031109 GOOD             USPSQD
 DE7489  HISTORY     - 20060605 GOOD             WIDT
 DE7489  HISTORY     - 20190919 GOOD             WIDT
 DE7489
 DE7489                          STATION DESCRIPTION
 DE7489
 DE7489'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7489'THE STATION IS LOCATED ABOUT 10 KM NORTHEAST OF CEDARBURG AND 2 KM
 DE7489'NORTH OF MENOMONEE FALLS.  OWNERSHIP--WASHINGTON COUNTY. THE STATION
 DE7489'IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF US HIGHWAY 41
 DE7489'AND US HIGHWAY 45 WITH COUNTY HIGHWAY Q IN THE VILLAGE OF GERMANTOWN.
 DE7489'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7489'GEODETIC SURVEY CONTROL DISK STATION SET IN THE TOP OF A 41-CM
 DE7489'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7489'THE HIGHWAY PAVEMENT.  THE STATION IS 15.8 M NORTH OF THE CENTERLINE
 DE7489'OF THE WEST BOUND LANES OF COUNTY HIGHWAY Q, 36.9 M WEST OF A LIGHT
 DE7489'POLE, 26.5 M NORTHWEST OF A LIGHT POLE, 23.5 M NORTH-NORTHEAST OF A
 DE7489'METAL POST FOR A --COUNTY Q-- SIGN, AND 0.6 M SOUTH OF A WHITE
 DE7489'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7489'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7489
 DE7489                          STATION RECOVERY (2003)
 DE7489
 DE7489'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7489'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 6.5 FEET NORTH OF
 DE7489'THE NORTHERN EDGE OF A CONCRETE SIDEWALK.  NOTE-- THERE IS NO WITNESS
 DE7489'POST PRESENT.
 DE7489
 DE7489                          STATION RECOVERY (2006)
 DE7489
 DE7489'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7489'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 65.5 M EAST OF THE
 DE7489'CENTERLINE OF EMMER DRIVE AND THE EXTENDED CENTERLINE OF RICHFIELD
 DE7489'WAY, 52.5 M WEST OF THE CENTERLINE OF THE SOUTHBOUND US HIGHWAY 41-45
 DE7489'OFF-RAMP, AND 0.6 M SOUTH, 1.0 M WEST, AND 1.0 M EAST OF THREE WHITE
 DE7489'PLASTIC WITNESS POSTS.
 DE7489
 DE7489                          STATION RECOVERY (2019)
 DE7489
 DE7489'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7490 ***********************************************************************
 DE7490  DESIGNATION -  2K56
 DE7490  PID         -  DE7490
 DE7490  STATE/COUNTY-  WI/WAUKESHA
 DE7490  COUNTRY     -  US
 DE7490  USGS QUAD   -  MENOMONEE FALLS (2018)
 DE7490
 DE7490                         *CURRENT SURVEY CONTROL
 DE7490  ______________________________________________________________________
 DE7490* NAD 83(1986) POSITION- 43 11 29.17   (N) 088 06 11.91   (W)   HD_HELD1
 DE7490* NAVD 88 ORTHO HEIGHT -   274.342 (meters)      900.07  (feet) ADJUSTED
 DE7490  ______________________________________________________________________
 DE7490  GEOID HEIGHT    -        -34.938 (meters)                     GEOID18
 DE7490  DYNAMIC HEIGHT  -        274.273 (meters)      899.84  (feet) COMP
 DE7490  MODELED GRAVITY -    980,364.8   (mgal)                       NAVD 88
 DE7490
 DE7490  VERT ORDER      -  SECOND    CLASS I
 DE7490
 DE7490.The horizontal coordinates were determined by differentially corrected
 DE7490.hand held GPS observations or other comparable positioning techniques
 DE7490.and have an estimated accuracy of +/- 3 meters.
 DE7490
 DE7490.The orthometric height was determined by differential leveling and
 DE7490.adjusted by the WI DEPT OF TRANSP
 DE7490.in May 2012.
 DE7490
 DE7490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7490.GEOID18 height accuracy estimate available here.
 DE7490
 DE7490.Click photographs - Photos may exist for this station.
 DE7490
 DE7490.The dynamic height is computed by dividing the NAVD 88
 DE7490.geopotential number by the normal gravity value computed on the
 DE7490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7490.degrees latitude (g = 980.6199 gals.).
 DE7490
 DE7490.The modeled gravity was interpolated from observed gravity values.
 DE7490
 DE7490;                    North         East    Units  Estimated Accuracy
 DE7490;SPC WI S     -   134,110.2     754,154.4     MT  (+/- 3 meters HH1 GPS) 
 DE7490
 DE7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1035082664(NAD 83)
 DE7490
 DE7490                          SUPERSEDED SURVEY CONTROL
 DE7490
 DE7490  NAVD 88 (04/20/07)  274.315  (m)          899.98   (f) SUPERSEDED  2 1
 DE7490  NAVD 88 (05/16/03)  274.308  (m)          899.96   (f) SUPERSEDED  2 1
 DE7490
 DE7490.Superseded values are not recommended for survey control.
 DE7490
 DE7490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7490.See file dsdata.pdf to determine how the superseded data were derived.
 DE7490
 DE7490_MARKER: DD = SURVEY DISK
 DE7490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7490_STAMPING: 2K56 2001
 DE7490_MARK LOGO: WIDT
 DE7490_PROJECTION: RECESSED 20 CENTIMETERS
 DE7490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7490+STABILITY: SURFACE MOTION
 DE7490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7490+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2019
 DE7490
 DE7490  HISTORY     - Date     Condition        Report By
 DE7490  HISTORY     - 2000     MONUMENTED       WIDT
 DE7490  HISTORY     - 20031109 GOOD             USPSQD
 DE7490  HISTORY     - 20060815 GOOD             WIDT
 DE7490  HISTORY     - 20190919 GOOD             WIDT
 DE7490
 DE7490                          STATION DESCRIPTION
 DE7490
 DE7490'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7490'THE STATION IS LOCATED IN MENOMONEE FALLS.  OWNERSHIP--VILLAGE OF
 DE7490'MENOMONEE FALLS.  TO REACH THE STATION FROM THE JUNCTION OF US
 DE7490'HIGHWAY 41 AND US HIGHWAY 45 WITH COUNTY HIGHWAY Q IN THE VILLAGE OF
 DE7490'MENOMONEE FALLS, GO EAST ON COUNTY HIGHWAY Q FOR 0.8 KM TO WATER
 DE7490'STREET, CONTINUE EAST ON COUNTY HIGHWAY Q FOR 0.8 KM TO COUNTY
 DE7490'HIGHWAY YY (PILGRIM ROAD) AND THE STATION ON THE RIGHT. THE STATION
 DE7490'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7490'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7490'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7490'THE STATION IS 12.4 M WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 DE7490'OF COUNTY HIGHWAY YY (PILGRIM ROAD) , 33.3 M SOUTHEAST OF TELEPHONE
 DE7490'PEDESTAL ---90-U-4926--, 29.3 M NORTHEAST OF POWER POLE --83-00127
 DE7490'40-5--, AND 17.1 M NORTHWEST OF A LIGHT POLE.  ---NOTE---THIS STATION
 DE7490'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7490'THE HORIZON.
 DE7490
 DE7490                          STATION RECOVERY (2003)
 DE7490
 DE7490'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7490'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 18 FEET
 DE7490'WEST-NORTHWEST OF A --NO ENGINE BRAKING-- METAL SIGN POST.  NOTE-- THE
 DE7490'LIGHT POLE HAS A --RIGHT LANE ENDS-- SIGN ATTACHED.
 DE7490
 DE7490                          STATION RECOVERY (2006)
 DE7490
 DE7490'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7490'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 17.2 M
 DE7490'NORTH-NORTHWEST OF THE TOP CENTER OF A RED FIRE HYDRANT AND 6.3 M
 DE7490'WEST-NORTHWEST OF A --NO ENGINE BREAKING-- METAL SIGN POST.
 DE7490
 DE7490                          STATION RECOVERY (2019)
 DE7490
 DE7490'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7492 ***********************************************************************
 DE7492  DESIGNATION -  2K57
 DE7492  PID         -  DE7492
 DE7492  STATE/COUNTY-  WI/WAUKESHA
 DE7492  COUNTRY     -  US
 DE7492  USGS QUAD   -  MENOMONEE FALLS (2018)
 DE7492
 DE7492                         *CURRENT SURVEY CONTROL
 DE7492  ______________________________________________________________________
 DE7492* NAD 83(1986) POSITION- 43 11 29.93   (N) 088 03 48.55   (W)   HD_HELD1
 DE7492* NAVD 88 ORTHO HEIGHT -   233.162 (meters)      764.97  (feet) ADJUSTED
 DE7492  ______________________________________________________________________
 DE7492  GEOID HEIGHT    -        -35.005 (meters)                     GEOID18
 DE7492  DYNAMIC HEIGHT  -        233.104 (meters)      764.78  (feet) COMP
 DE7492  MODELED GRAVITY -    980,366.0   (mgal)                       NAVD 88
 DE7492
 DE7492  VERT ORDER      -  SECOND    CLASS I
 DE7492
 DE7492.The horizontal coordinates were determined by differentially corrected
 DE7492.hand held GPS observations or other comparable positioning techniques
 DE7492.and have an estimated accuracy of +/- 3 meters.
 DE7492
 DE7492.The orthometric height was determined by differential leveling and
 DE7492.adjusted by the NATIONAL GEODETIC SURVEY
 DE7492.in July 2020.
 DE7492
 DE7492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7492.GEOID18 height accuracy estimate available here.
 DE7492
 DE7492.Click photographs - Photos may exist for this station.
 DE7492
 DE7492.The dynamic height is computed by dividing the NAVD 88
 DE7492.geopotential number by the normal gravity value computed on the
 DE7492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7492.degrees latitude (g = 980.6199 gals.).
 DE7492
 DE7492.The modeled gravity was interpolated from observed gravity values.
 DE7492
 DE7492;                    North         East    Units  Estimated Accuracy
 DE7492;SPC WI S     -   134,208.0     757,389.9     MT  (+/- 3 meters HH1 GPS) 
 DE7492
 DE7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1358682646(NAD 83)
 DE7492
 DE7492                          SUPERSEDED SURVEY CONTROL
 DE7492
 DE7492  NAVD 88 (05/08/12)  233.152  (m)          764.93   (f) SUPERSEDED  2 1
 DE7492  NAVD 88 (04/20/07)  233.125  (m)          764.84   (f) SUPERSEDED  2 1
 DE7492  NAVD 88 (05/16/03)  233.124  (m)          764.84   (f) SUPERSEDED  2 1
 DE7492
 DE7492.Superseded values are not recommended for survey control.
 DE7492
 DE7492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7492.See file dsdata.pdf to determine how the superseded data were derived.
 DE7492
 DE7492_MARKER: DD = SURVEY DISK
 DE7492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7492_STAMPING: 2K57 2001
 DE7492_MARK LOGO: WIDT
 DE7492_PROJECTION: FLUSH
 DE7492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7492+STABILITY: SURFACE MOTION
 DE7492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7492+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2019
 DE7492
 DE7492  HISTORY     - Date     Condition        Report By
 DE7492  HISTORY     - 2000     MONUMENTED       WIDT
 DE7492  HISTORY     - 2002     GOOD             WIDT
 DE7492  HISTORY     - 20031109 GOOD             USPSQD
 DE7492  HISTORY     - 20060815 GOOD             WIDT
 DE7492  HISTORY     - 20190923 GOOD             WIDT
 DE7492
 DE7492                          STATION DESCRIPTION
 DE7492
 DE7492'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7492'THE STATION IS LOCATED ABOUT 10 KM SOUTHWEST OF MEQUON AND 5 KM
 DE7492'NORTHEAST OF MENOMONEE FALLS.  OWNERSHIP--VILLAGE OF MENOMONEE FALLS.
 DE7492'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 AND US
 DE7492'HIGHWAY 45 WITH COUNTY HIGHWAY Q IN THE VILLAGE OF GERMANTOWN, GO
 DE7492'EAST ON COUNTY HIGHWAY Q FOR 3.7 KM TO MIDLAND ROAD ON THE LEFT,
 DE7492'CONTINUE EAST ON COUNTY HIGHWAY Q FOR 1.1 KM TO WASAUKEE ROAD AND THE
 DE7492'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7492'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DE7492'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7492'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 10.5 M WEST OF THE
 DE7492'CENTERLINE OF WASAUKEE ROAD, 16.9 M SOUTH OF A METAL POST FOR A
 DE7492'--RAILROAD CROSSING-- SIGN, 12.8 M SOUTHEAST OF A POWER POLE, 9 M
 DE7492'SOUTH OF A GRAVEL ENTRANCE, 6.3 M NORTHWEST OF A METAL POST FOR A
 DE7492'--DO NOT PASS-- SIGN, AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7492'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7492'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE
 DE7492'NORTHWEST EXTENDING TO 50 DEGREES.
 DE7492
 DE7492                          STATION RECOVERY (2002)
 DE7492
 DE7492'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 DE7492'RECOVERED AS DESCRIBED.
 DE7492
 DE7492                          STATION RECOVERY (2003)
 DE7492
 DE7492'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7492'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7492'
 DE7492
 DE7492                          STATION RECOVERY (2006)
 DE7492
 DE7492'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7492'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 DE7492'OF STATE HIGHWAY 145 (FOND DU LAC AVENUE) WITH COUNTY HIGHWAY Q
 DE7492'(COUNTY LINE ROAD) AT THE BOUNDARY BETWEEN THE VILLAGE OF GERMANTOWN
 DE7492'AND THE VILLAGE OF MENOMINEE FALLS, GO EAST ON COUNTY HIGHWAY Q
 DE7492'(COUNTY LINE ROAD) FOR 1 MILE TO WAUSAUKEE ROAD LEFT AND 124TH  STREET
 DE7492'RIGHT.
 DE7492'TURN RIGHT AND GO SOUTH ON 124TH STREET FOR APPROXIMATELY 54 M TO THE
 DE7492'STATION ON THE RIGHT.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS POST
 DE7492'PRESENT.
 DE7492
 DE7492                          STATION RECOVERY (2019)
 DE7492
 DE7492'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7494 ***********************************************************************
 DE7494  DESIGNATION -  2K59
 DE7494  PID         -  DE7494
 DE7494  STATE/COUNTY-  WI/OZAUKEE
 DE7494  COUNTRY     -  US
 DE7494  USGS QUAD   -  MENOMONEE FALLS (2018)
 DE7494
 DE7494                         *CURRENT SURVEY CONTROL
 DE7494  ______________________________________________________________________
 DE7494* NAD 83(1986) POSITION- 43 11 33.83   (N) 088 01 25.74   (W)   HD_HELD1
 DE7494* NAVD 88 ORTHO HEIGHT -   224.619 (meters)      736.94  (feet) ADJUSTED
 DE7494  ______________________________________________________________________
 DE7494  GEOID HEIGHT    -        -35.067 (meters)                     GEOID18
 DE7494  DYNAMIC HEIGHT  -        224.563 (meters)      736.75  (feet) COMP
 DE7494  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 DE7494
 DE7494  VERT ORDER      -  SECOND    CLASS I
 DE7494
 DE7494.The horizontal coordinates were determined by differentially corrected
 DE7494.hand held GPS observations or other comparable positioning techniques
 DE7494.and have an estimated accuracy of +/- 3 meters.
 DE7494
 DE7494.The orthometric height was determined by differential leveling and
 DE7494.adjusted by the WI DEPT OF TRANSP
 DE7494.in May 2012.
 DE7494
 DE7494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7494.GEOID18 height accuracy estimate available here.
 DE7494
 DE7494.Click photographs - Photos may exist for this station.
 DE7494
 DE7494.The dynamic height is computed by dividing the NAVD 88
 DE7494.geopotential number by the normal gravity value computed on the
 DE7494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7494.degrees latitude (g = 980.6199 gals.).
 DE7494
 DE7494.The modeled gravity was interpolated from observed gravity values.
 DE7494
 DE7494;                    North         East    Units  Estimated Accuracy
 DE7494;SPC WI S     -   134,403.9     760,610.5     MT  (+/- 3 meters HH1 GPS) 
 DE7494
 DE7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1681182726(NAD 83)
 DE7494
 DE7494                          SUPERSEDED SURVEY CONTROL
 DE7494
 DE7494  NAVD 88 (04/20/07)  224.592  (m)          736.85   (f) SUPERSEDED  2 1
 DE7494  NAVD 88 (05/16/03)  224.597  (m)          736.87   (f) SUPERSEDED  2 1
 DE7494
 DE7494.Superseded values are not recommended for survey control.
 DE7494
 DE7494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7494.See file dsdata.pdf to determine how the superseded data were derived.
 DE7494
 DE7494_MARKER: DD = SURVEY DISK
 DE7494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7494_STAMPING: 2K59 2001
 DE7494_MARK LOGO: WIDT
 DE7494_PROJECTION: FLUSH
 DE7494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7494+STABILITY: SURFACE MOTION
 DE7494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7494+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2019
 DE7494
 DE7494  HISTORY     - Date     Condition        Report By
 DE7494  HISTORY     - 20001010 MONUMENTED       WIDT
 DE7494  HISTORY     - 20031109 GOOD             USPSQD
 DE7494  HISTORY     - 20060601 GOOD             WIDT
 DE7494  HISTORY     - 20190924 GOOD             WIDT
 DE7494
 DE7494                          STATION DESCRIPTION
 DE7494
 DE7494'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7494'THE STATION IS LOCATED IN THE CITY OF MEQUON.  OWNERSHIP--CITY OF
 DE7494'MEQUON.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 AND
 DE7494'US HIGHWAY 41 WITH COUNTY HIGHWAY Q IN THE VILLAGE OF GERMANTOWN, GO
 DE7494'EAST ON COUNTY HIGHWAY Q FOR 6.9 KM TO TAMAR LANE ON THE LEFT,
 DE7494'CONTINUE EAST ON COUNTY HIGHWAY Q FOR 1.1 KM TO SWAN ROAD AND THE
 DE7494'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7494'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7494'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7494'LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 7.0 M WEST OF THE
 DE7494'CENTERLINE OF SWAN ROAD, 22 M SOUTH OF THE CENTERLINE OF A GRAVEL
 DE7494'ENTRANCE, 15.6 M NORTH OF A WOOD POST FOR A --STOP-- SIGN, 12.5 M
 DE7494'WEST OF A WOOD POST FOR A --NO PARKING-- SIGN, AND 1.0 M EAST OF A
 DE7494'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7494'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7494'EXCEPT FOR POWER LINES TO THE EAST EXTENDING TO 22 DEGREES.
 DE7494
 DE7494                          STATION RECOVERY (2003)
 DE7494
 DE7494'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7494'RECOVERED IN GOOD CONDITION.
 DE7494
 DE7494                          STATION RECOVERY (2006)
 DE7494
 DE7494'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7494'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 27.1 M NORTH OF THE
 DE7494'CENTERLINE OF COUNTY LINE ROAD AND 1.0 M EAST, 1.0 M NORTHWEST, AND
 DE7494'1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- VISIBLE
 DE7494'OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST QUADRANTS EXTENDING
 DE7494'TO 70 DEGREES AND TREES NORTH AND SOUTH EXTENDING TO 35 DEGREES ABOVE
 DE7494'THE HORIZON.
 DE7494
 DE7494                          STATION RECOVERY (2019)
 DE7494
 DE7494'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7495 ***********************************************************************
 DE7495  DESIGNATION -  2K60
 DE7495  PID         -  DE7495
 DE7495  STATE/COUNTY-  WI/OZAUKEE
 DE7495  COUNTRY     -  US
 DE7495  USGS QUAD   -  MENOMONEE FALLS (2018)
 DE7495
 DE7495                         *CURRENT SURVEY CONTROL
 DE7495  ______________________________________________________________________
 DE7495* NAD 83(1986) POSITION- 43 13 01.40   (N) 088 00 20.43   (W)   HD_HELD1
 DE7495* NAVD 88 ORTHO HEIGHT -   228.568 (meters)      749.89  (feet) ADJUSTED
 DE7495  ______________________________________________________________________
 DE7495  GEOID HEIGHT    -        -35.095 (meters)                     GEOID18
 DE7495  DYNAMIC HEIGHT  -        228.513 (meters)      749.71  (feet) COMP
 DE7495  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 DE7495
 DE7495  VERT ORDER      -  SECOND    CLASS I
 DE7495
 DE7495.The horizontal coordinates were determined by differentially corrected
 DE7495.hand held GPS observations or other comparable positioning techniques
 DE7495.and have an estimated accuracy of +/- 3 meters.
 DE7495
 DE7495.The orthometric height was determined by differential leveling and
 DE7495.adjusted by the NATIONAL GEODETIC SURVEY
 DE7495.in July 2020.
 DE7495
 DE7495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7495.GEOID18 height accuracy estimate available here.
 DE7495
 DE7495.Click photographs - Photos may exist for this station.
 DE7495
 DE7495.The dynamic height is computed by dividing the NAVD 88
 DE7495.geopotential number by the normal gravity value computed on the
 DE7495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7495.degrees latitude (g = 980.6199 gals.).
 DE7495
 DE7495.The modeled gravity was interpolated from observed gravity values.
 DE7495
 DE7495;                    North         East    Units  Estimated Accuracy
 DE7495;SPC WI S     -   137,140.5     762,020.1     MT  (+/- 3 meters HH1 GPS) 
 DE7495
 DE7495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1831785409(NAD 83)
 DE7495
 DE7495                          SUPERSEDED SURVEY CONTROL
 DE7495
 DE7495  NAVD 88 (05/08/12)  228.573  (m)          749.91   (f) SUPERSEDED  2 1
 DE7495  NAVD 88 (04/20/07)  228.546  (m)          749.82   (f) SUPERSEDED  2 1
 DE7495  NAVD 88 (05/16/03)  228.559  (m)          749.86   (f) SUPERSEDED  2 1
 DE7495
 DE7495.Superseded values are not recommended for survey control.
 DE7495
 DE7495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7495.See file dsdata.pdf to determine how the superseded data were derived.
 DE7495
 DE7495_MARKER: DD = SURVEY DISK
 DE7495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7495_STAMPING: 2K60 2001
 DE7495_MARK LOGO: WIDT
 DE7495_PROJECTION: FLUSH
 DE7495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7495+STABILITY: SURFACE MOTION
 DE7495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7495+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2019
 DE7495
 DE7495  HISTORY     - Date     Condition        Report By
 DE7495  HISTORY     - 20001011 MONUMENTED       WIDT
 DE7495  HISTORY     - 20031109 GOOD             USPSQD
 DE7495  HISTORY     - 20060601 GOOD             WIDT
 DE7495  HISTORY     - 20190924 GOOD             WIDT
 DE7495
 DE7495                          STATION DESCRIPTION
 DE7495
 DE7495'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7495'THE STATION IS LOCATED IN THE CITY OF MEQUON.  OWNERSHIP--CITY OF
 DE7495'MEQUON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 167
 DE7495'WITH STATE HIGHWAY 181 ABOUT 3 KM WEST OF THE CITY OF MEQUON, GO
 DE7495'SOUTH ON STATE HIGHWAY 181 FOR 0.5 KM TO KNIGHTSBRIDGE ROAD ON THE
 DE7495'RIGHT, TURN RIGHT AND GO WEST ON KNIGHTSBRIDGE ROAD FOR 0.2 KM TO THE
 DE7495'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7495'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7495'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7495'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.1 M SOUTH OF THE
 DE7495'CENTERLINE OF KNIGHTSBRIDGE ROAD, 34.7 M EAST OF THE EXTENDED
 DE7495'CENTERLINE OF PRIVATE ENTRANCE --7720--, 14.4 M WEST OF THE EXTENDED
 DE7495'CENTERLINE OF PRIVATE ENTRANCE --7710--, 3 M NORTH OF A CULTIVATED
 DE7495'FIELD, AND 0.6 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7495'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7495'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7495
 DE7495                          STATION RECOVERY (2003)
 DE7495
 DE7495'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7495'RECOVERED IN GOOD CONDITION.
 DE7495
 DE7495                          STATION RECOVERY (2006)
 DE7495
 DE7495'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7495'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M NORTH, 1.0 M
 DE7495'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7495'NOTE-- STATE HIGHWAY 181 IS ALSO NAMED WAUWATOSA ROAD.
 DE7495
 DE7495                          STATION RECOVERY (2019)
 DE7495
 DE7495'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6146 ***********************************************************************
 AI6146  DESIGNATION -  2K71
 AI6146  PID         -  AI6146
 AI6146  STATE/COUNTY-  WI/DODGE
 AI6146  COUNTRY     -  US
 AI6146  USGS QUAD   -  NENNO (2018)
 AI6146
 AI6146                         *CURRENT SURVEY CONTROL
 AI6146  ______________________________________________________________________
 AI6146* NAD 83(2011) POSITION- 43 25 17.78781(N) 088 24 24.08545(W)   ADJUSTED
 AI6146* NAD 83(2011) ELLIP HT-   283.155 (meters)        (06/27/12)   ADJUSTED
 AI6146* NAD 83(2011) EPOCH   -  2010.00
 AI6146* NAVD 88 ORTHO HEIGHT -   318.072 (meters)     1043.54  (feet) ADJUSTED
 AI6146  ______________________________________________________________________
 AI6146  GEOID HEIGHT    -        -34.915 (meters)                     GEOID18
 AI6146  NAD 83(2011) X  -    129,017.275 (meters)                     COMP
 AI6146  NAD 83(2011) Y  - -4,638,294.900 (meters)                     COMP
 AI6146  NAD 83(2011) Z  -  4,361,834.635 (meters)                     COMP
 AI6146  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 AI6146  DYNAMIC HEIGHT  -        317.998 (meters)     1043.30  (feet) COMP
 AI6146  MODELED GRAVITY -    980,379.0   (mgal)                       NAVD 88
 AI6146
 AI6146  VERT ORDER      -  SECOND    CLASS I
 AI6146
 AI6146  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6146  Standards:
 AI6146         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6146            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6146  -------------------------------------------------------------------
 AI6146  NETWORK    0.81   0.98           0.38   0.25   0.50     -0.09433953
 AI6146  -------------------------------------------------------------------
 AI6146  Click here for local accuracies and other accuracy information.
 AI6146
 AI6146.The horizontal coordinates were established by GPS observations
 AI6146.and adjusted by the National Geodetic Survey in June 2012.
 AI6146
 AI6146.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6146.been affixed to the stable North American tectonic plate. See 
 AI6146.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6146
 AI6146.The horizontal coordinates are valid at the epoch date displayed above
 AI6146.which is a decimal equivalence of Year/Month/Day.
 AI6146
 AI6146.The orthometric height was determined by differential leveling and
 AI6146.adjusted by the WI DEPT OF TRANSP
 AI6146.in May 2012.
 AI6146
 AI6146.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6146.GEOID18 height accuracy estimate available here.
 AI6146
 AI6146.Click photographs - Photos may exist for this station.
 AI6146
 AI6146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6146
 AI6146.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6146
 AI6146.The ellipsoidal height was determined by GPS observations
 AI6146.and is referenced to NAD 83.
 AI6146
 AI6146.The dynamic height is computed by dividing the NAVD 88
 AI6146.geopotential number by the normal gravity value computed on the
 AI6146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6146.degrees latitude (g = 980.6199 gals.).
 AI6146
 AI6146.The modeled gravity was interpolated from observed gravity values.
 AI6146
 AI6146. The following values were computed from the NAD 83(2011) position.
 AI6146
 AI6146;                    North         East     Units Scale Factor Converg.
 AI6146;SPC WI S     -   159,159.583   729,011.640   MT  0.99993261   +1 05 41.2
 AI6146;SPC WI S     -   522,176.07  2,391,765.69   sFT  0.99993261   +1 05 41.2
 AI6146;UTM  16      - 4,808,596.270   386,129.383   MT  0.99975950   -0 58 01.2
 AI6146
 AI6146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6146!SPC WI S     -   0.99995560  x   0.99993261  =   0.99988821
 AI6146!UTM  16      -   0.99995560  x   0.99975950  =   0.99971511
 AI6146
 AI6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8612908596(NAD 83)
 AI6146
 AI6146                          SUPERSEDED SURVEY CONTROL
 AI6146
 AI6146  NAD 83(2007)-  43 25 17.78779(N)    088 24 24.08632(W) AD(2002.00) 0
 AI6146  ELLIP H (02/10/07)  283.190  (m)                       GP(2002.00)    
 AI6146  ELLIP H (11/17/00)  283.201  (m)                       GP(       ) 3 2
 AI6146  NAD 83(1997)-  43 25 17.78780(N)    088 24 24.08648(W) AD(       ) 1
 AI6146  ELLIP H (07/06/00)  283.201  (m)                       GP(       ) 2 1
 AI6146  NAVD 88             318.05   (m)         1043.5    (f) LEVELING    3  
 AI6146  NAVD 88 (04/20/07)  318.045  (m)         1043.45   (f) SUPERSEDED  2 1
 AI6146  NAVD 88 (10/20/00)  318.014  (m)         1043.35   (f) SUPERSEDED  2 1
 AI6146  NAVD 88 (07/06/00)  318.02   (m)  GEOID99  model used  GPS OBS        
 AI6146
 AI6146.Superseded values are not recommended for survey control.
 AI6146
 AI6146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6146.See file dsdata.pdf to determine how the superseded data were derived.
 AI6146
 AI6146_MARKER: DD = SURVEY DISK
 AI6146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6146_STAMPING: 2K71 1999
 AI6146_MARK LOGO: WIDT
 AI6146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6146+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI6146
 AI6146  HISTORY     - Date     Condition        Report By
 AI6146  HISTORY     - 1999     MONUMENTED       WIDT
 AI6146  HISTORY     - 20030807 GOOD             USPSQD
 AI6146  HISTORY     - 20040628 GOOD             WIDT
 AI6146  HISTORY     - 20060909 GOOD             USPSQD
 AI6146
 AI6146                          STATION DESCRIPTION
 AI6146
 AI6146'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6146'THE STATION IS LOCATED ABOUT 18.5 KM (11.50 MI) WEST OF WEST BEND, AND
 AI6146'12.1 KM (7.50 MI) NORTHWEST OF HARTFORD.  OWNERSHIP--WISCONSIN
 AI6146'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6146'OF STATE HIGHWAY 175 WITH STATE HIGHWAY 33 IN THE COMMUNITY OF
 AI6146'ADDISON, GO WEST ON STATE HIGHWAY 33 FOR 2.6 KM (1.60 MI) TO EAST LINE
 AI6146'ROAD ON THE LEFT, CONTINUE WEST ON STATE HIGHWAY 33 FOR 52 M (170.6
 AI6146'FT) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6146'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6146'STAMPED --2K71 1999-- AND SET IN THE TOP A 41 CM (16-INCH) DIAMETER
 AI6146'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) ABOVE THE
 AI6146'HIGHWAY PAVEMENT.  THE STATION IS 18.2 M (59.7 FT) NORTH OF THE
 AI6146'CENTERLINE OF STATE HIGHWAY 33, 28.4 M (93.2 FT) EAST OF A METAL POST
 AI6146'FOR --R/W-- SIGN, 11.5 M (37.7 FT) WEST OF THE CENTERLINE OF A FIELD
 AI6146'ENTRANCE, 2 M (6.6 FT) SOUTH OF A CULTIVATED FIELD, AND 0.4 M (1.3 FT)
 AI6146'SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI6146
 AI6146                          STATION RECOVERY (2003)
 AI6146
 AI6146'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6146'RECOVERED IN GOOD CONDITION.
 AI6146
 AI6146                          STATION RECOVERY (2004)
 AI6146
 AI6146'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6146'RECOVERED AS DESCRIBED AND TWO POSTS ADDED.  THE STATION IS NOW IN THE
 AI6146'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS. THE
 AI6146'STATION IS 12 M WEST OF THE CENTERLINE OF A FIELD ENTRANCE AND 3 M
 AI6146'SOUTH OF A CULTIVATED FIELD.
 AI6146
 AI6146                          STATION RECOVERY (2006)
 AI6146
 AI6146'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6147 ***********************************************************************
 AI6147  DESIGNATION -  2K72
 AI6147  PID         -  AI6147
 AI6147  STATE/COUNTY-  WI/WASHINGTON
 AI6147  COUNTRY     -  US
 AI6147  USGS QUAD   -  NENNO (2018)
 AI6147
 AI6147                         *CURRENT SURVEY CONTROL
 AI6147  ______________________________________________________________________
 AI6147* NAD 83(2011) POSITION- 43 25 24.80537(N) 088 23 11.34476(W)   ADJUSTED
 AI6147* NAD 83(2011) ELLIP HT-   283.142 (meters)        (06/27/12)   ADJUSTED
 AI6147* NAD 83(2011) EPOCH   -  2010.00
 AI6147* NAVD 88 ORTHO HEIGHT -   318.063 (meters)     1043.51  (feet) ADJUSTED
 AI6147  ______________________________________________________________________
 AI6147  GEOID HEIGHT    -        -34.914 (meters)                     GEOID18
 AI6147  NAD 83(2011) X  -    130,648.801 (meters)                     COMP
 AI6147  NAD 83(2011) Y  - -4,638,100.290 (meters)                     COMP
 AI6147  NAD 83(2011) Z  -  4,361,991.930 (meters)                     COMP
 AI6147  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 AI6147  DYNAMIC HEIGHT  -        317.989 (meters)     1043.27  (feet) COMP
 AI6147  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 AI6147
 AI6147  VERT ORDER      -  SECOND    CLASS I
 AI6147
 AI6147  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6147  Standards:
 AI6147         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6147            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6147  -------------------------------------------------------------------
 AI6147  NETWORK    0.85   1.00           0.40   0.26   0.51     -0.07840495
 AI6147  -------------------------------------------------------------------
 AI6147  Click here for local accuracies and other accuracy information.
 AI6147
 AI6147.The horizontal coordinates were established by GPS observations
 AI6147.and adjusted by the National Geodetic Survey in June 2012.
 AI6147
 AI6147.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6147.been affixed to the stable North American tectonic plate. See 
 AI6147.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6147
 AI6147.The horizontal coordinates are valid at the epoch date displayed above
 AI6147.which is a decimal equivalence of Year/Month/Day.
 AI6147
 AI6147.The orthometric height was determined by differential leveling and
 AI6147.adjusted by the WI DEPT OF TRANSP
 AI6147.in May 2012.
 AI6147
 AI6147.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6147.GEOID18 height accuracy estimate available here.
 AI6147
 AI6147.Click photographs - Photos may exist for this station.
 AI6147
 AI6147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6147
 AI6147.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6147
 AI6147.The ellipsoidal height was determined by GPS observations
 AI6147.and is referenced to NAD 83.
 AI6147
 AI6147.The dynamic height is computed by dividing the NAVD 88
 AI6147.geopotential number by the normal gravity value computed on the
 AI6147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6147.degrees latitude (g = 980.6199 gals.).
 AI6147
 AI6147.The modeled gravity was interpolated from observed gravity values.
 AI6147
 AI6147. The following values were computed from the NAD 83(2011) position.
 AI6147
 AI6147;                    North         East     Units Scale Factor Converg.
 AI6147;SPC WI S     -   159,407.559   730,643.324   MT  0.99993262   +1 06 31.1
 AI6147;SPC WI S     -   522,989.63  2,397,118.97   sFT  0.99993262   +1 06 31.1
 AI6147;UTM  16      - 4,808,785.348   387,768.645   MT  0.99975494   -0 57 11.3
 AI6147
 AI6147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6147!SPC WI S     -   0.99995560  x   0.99993262  =   0.99988822
 AI6147!UTM  16      -   0.99995560  x   0.99975494  =   0.99971055
 AI6147
 AI6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8776808785(NAD 83)
 AI6147
 AI6147                          SUPERSEDED SURVEY CONTROL
 AI6147
 AI6147  NAD 83(2007)-  43 25 24.80535(N)    088 23 11.34562(W) AD(2002.00) 0
 AI6147  ELLIP H (02/10/07)  283.177  (m)                       GP(2002.00)    
 AI6147  ELLIP H (11/17/00)  283.188  (m)                       GP(       ) 3 2
 AI6147  NAD 83(1997)-  43 25 24.80536(N)    088 23 11.34579(W) AD(       ) 1
 AI6147  ELLIP H (07/06/00)  283.188  (m)                       GP(       ) 2 1
 AI6147  NAVD 88             318.04   (m)         1043.4    (f) LEVELING    3  
 AI6147  NAVD 88 (04/20/07)  318.036  (m)         1043.42   (f) SUPERSEDED  2 1
 AI6147  NAVD 88 (10/20/00)  318.005  (m)         1043.32   (f) SUPERSEDED  2 1
 AI6147  NAVD 88 (07/06/00)  318.01   (m)  GEOID99  model used  GPS OBS        
 AI6147
 AI6147.Superseded values are not recommended for survey control.
 AI6147
 AI6147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6147.See file dsdata.pdf to determine how the superseded data were derived.
 AI6147
 AI6147_MARKER: DD = SURVEY DISK
 AI6147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6147_STAMPING: 2K72 1999
 AI6147_MARK LOGO: WIDT
 AI6147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6147+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AI6147
 AI6147  HISTORY     - Date     Condition        Report By
 AI6147  HISTORY     - 1999     MONUMENTED       WIDT
 AI6147  HISTORY     - 20031121 GOOD             USPSQD
 AI6147  HISTORY     - 20060523 GOOD             WIDT
 AI6147
 AI6147                          STATION DESCRIPTION
 AI6147
 AI6147'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6147'THE STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) WEST OF WEST BEND, AND
 AI6147'11.3 KM (7.00 MI) NORTH-NORTHWEST OF HARTFORD.  OWNERSHIP--WISCONSIN
 AI6147'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6147'OF STATE HIGHWAY 175 WITH STATE HIGHWAY 33 IN THE COMMUNITY OF
 AI6147'ADDISON, GO WEST ON STATE HIGHWAY 33 FOR 1.0 KM (0.60 MI) TO THE
 AI6147'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6147'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2K72
 AI6147'1999-- AND SET IN THE TOP A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6147'FLUSH WITH THE GROUND AND ABOUT 3 M (9.8 FT) ABOVE THE HIGHWAY
 AI6147'PAVEMENT.  THE STATION IS 18.4 M (60.4 FT) NORTH OF THE CENTERLINE OF
 AI6147'STATE HIGHWAY 33, 27.6 M (90.6 FT) SOUTH OF A FLAG POLE, 19.2 M (63.0
 AI6147'FT) WEST OF A TELEPHONE PEDESTAL --3294--, 11.5 M (37.7 FT) WEST OF
 AI6147'THE CENTERLINE OF PRIVATE ENTRANCE --6976--, AND 1.0 M (3.3 FT) SOUTH
 AI6147'OF A WHITE PLASTIC WITNESS POST.
 AI6147
 AI6147                          STATION RECOVERY (2003)
 AI6147
 AI6147'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6147'RECOVERED IN GOOD CONDITION.
 AI6147
 AI6147                          STATION RECOVERY (2006)
 AI6147
 AI6147'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6147'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 AI6147'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6148 ***********************************************************************
 AI6148  DESIGNATION -  2K73
 AI6148  PID         -  AI6148
 AI6148  STATE/COUNTY-  WI/WASHINGTON
 AI6148  COUNTRY     -  US
 AI6148  USGS QUAD   -  ALLENTON (2018)
 AI6148
 AI6148                         *CURRENT SURVEY CONTROL
 AI6148  ______________________________________________________________________
 AI6148* NAD 83(2011) POSITION- 43 25 14.72061(N) 088 21 40.06724(W)   ADJUSTED
 AI6148* NAD 83(2011) ELLIP HT-   290.206 (meters)        (06/27/12)   ADJUSTED
 AI6148* NAD 83(2011) EPOCH   -  2010.00
 AI6148* NAVD 88 ORTHO HEIGHT -   325.122 (meters)     1066.67  (feet) ADJUSTED
 AI6148  ______________________________________________________________________
 AI6148  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 AI6148  NAD 83(2011) X  -    132,707.533 (meters)                     COMP
 AI6148  NAD 83(2011) Y  - -4,638,261.000 (meters)                     COMP
 AI6148  NAD 83(2011) Z  -  4,361,770.727 (meters)                     COMP
 AI6148  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 AI6148  DYNAMIC HEIGHT  -        325.046 (meters)     1066.42  (feet) COMP
 AI6148  MODELED GRAVITY -    980,377.0   (mgal)                       NAVD 88
 AI6148
 AI6148  VERT ORDER      -  SECOND    CLASS I
 AI6148
 AI6148  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6148  Standards:
 AI6148         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6148            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6148  -------------------------------------------------------------------
 AI6148  NETWORK    0.57   0.55           0.26   0.19   0.28     -0.17286164
 AI6148  -------------------------------------------------------------------
 AI6148  Click here for local accuracies and other accuracy information.
 AI6148
 AI6148.The horizontal coordinates were established by GPS observations
 AI6148.and adjusted by the National Geodetic Survey in June 2012.
 AI6148
 AI6148.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6148.been affixed to the stable North American tectonic plate. See 
 AI6148.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6148
 AI6148.The horizontal coordinates are valid at the epoch date displayed above
 AI6148.which is a decimal equivalence of Year/Month/Day.
 AI6148
 AI6148.The orthometric height was determined by differential leveling and
 AI6148.adjusted by the WI DEPT OF TRANSP
 AI6148.in May 2012.
 AI6148
 AI6148.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6148.GEOID18 height accuracy estimate available here.
 AI6148
 AI6148.Click photographs - Photos may exist for this station.
 AI6148
 AI6148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6148
 AI6148.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6148
 AI6148.The ellipsoidal height was determined by GPS observations
 AI6148.and is referenced to NAD 83.
 AI6148
 AI6148.The dynamic height is computed by dividing the NAVD 88
 AI6148.geopotential number by the normal gravity value computed on the
 AI6148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6148.degrees latitude (g = 980.6199 gals.).
 AI6148
 AI6148.The modeled gravity was interpolated from observed gravity values.
 AI6148
 AI6148. The following values were computed from the NAD 83(2011) position.
 AI6148
 AI6148;                    North         East     Units Scale Factor Converg.
 AI6148;SPC WI S     -   159,136.446   732,702.114   MT  0.99993260   +1 07 33.9
 AI6148;SPC WI S     -   522,100.16  2,403,873.52   sFT  0.99993260   +1 07 33.9
 AI6148;UTM  16      - 4,808,440.404   389,815.978   MT  0.99974934   -0 56 08.4
 AI6148
 AI6148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6148!SPC WI S     -   0.99995449  x   0.99993260  =   0.99988710
 AI6148!UTM  16      -   0.99995449  x   0.99974934  =   0.99970384
 AI6148
 AI6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8981508440(NAD 83)
 AI6148
 AI6148                          SUPERSEDED SURVEY CONTROL
 AI6148
 AI6148  NAD 83(2007)-  43 25 14.72058(N)    088 21 40.06810(W) AD(2002.00) 0
 AI6148  ELLIP H (02/10/07)  290.241  (m)                       GP(2002.00)    
 AI6148  ELLIP H (11/17/00)  290.252  (m)                       GP(       ) 3 2
 AI6148  NAD 83(1997)-  43 25 14.72059(N)    088 21 40.06829(W) AD(       ) 1
 AI6148  ELLIP H (07/06/00)  290.252  (m)                       GP(       ) 2 1
 AI6148  NAVD 88             325.10   (m)         1066.6    (f) LEVELING    3  
 AI6148  NAVD 88 (04/20/07)  325.095  (m)         1066.58   (f) SUPERSEDED  2 1
 AI6148  NAVD 88 (10/20/00)  325.064  (m)         1066.48   (f) SUPERSEDED  2 1
 AI6148  NAVD 88 (07/06/00)  325.07   (m)  GEOID99  model used  GPS OBS        
 AI6148
 AI6148.Superseded values are not recommended for survey control.
 AI6148
 AI6148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6148.See file dsdata.pdf to determine how the superseded data were derived.
 AI6148
 AI6148_MARKER: DD = SURVEY DISK
 AI6148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6148_STAMPING: 2K73 1999
 AI6148_MARK LOGO: WIDT
 AI6148_PROJECTION: FLUSH
 AI6148_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6148+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2016
 AI6148
 AI6148  HISTORY     - Date     Condition        Report By
 AI6148  HISTORY     - 1999     MONUMENTED       WIDT
 AI6148  HISTORY     - 20031121 GOOD             USPSQD
 AI6148  HISTORY     - 20060523 GOOD             WIDT
 AI6148  HISTORY     - 20161006 GOOD             WIDT
 AI6148
 AI6148                          STATION DESCRIPTION
 AI6148
 AI6148'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6148'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) WEST OF WEST BEND, AND
 AI6148'11.3 KM (7.00 MI) NORTH OF HARTFORD.  OWNERSHIP--TOWN OF ADDISON.  TO
 AI6148'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WITH US
 AI6148'HIGHWAY 41 ABOUT 0.8 KM (0.50 MI) NORTHEAST OF THE VILLAGE OF
 AI6148'ALLENTON, GO WEST ON STATE HIGHWAY 33 FOR 2.1 KM (1.30 MI) TO SUNSET
 AI6148'DRIVE ON THE LEFT, TURN LEFT AND GO SOUTH ON SUNSET DRIVE FOR 64 M
 AI6148'(210.0 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6148'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6148'DISK STAMPED --2K73 1999-- AND SET IN THE TOP A 41 CM (16-INCH)
 AI6148'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6148'HIGHWAY PAVEMENT.  THE STATION IS 8.2 M (26.9 FT) WEST OF THE
 AI6148'CENTERLINE OF SUNSET DRIVE, 64 M (210.0 FT) SOUTH OF THE CENTERLINE OF
 AI6148'STATE HIGHWAY 33, 49.2 M (161.4 FT) NORTH-NORTHWEST OF POWER POLE
 AI6148'--E66-13738 30-7--, 3 M (9.8 FT) NORTH OF A CULTIVATED FIELD, 2.4 M
 AI6148'(7.9 FT) SOUTHWEST OF THE TOP CENTER OF THE WEST END OF A 41 CM
 AI6148'(16-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, AND 0.7 M (2.3 FT)
 AI6148'EAST OF A WHITE PLASTIC WITNESS POST.
 AI6148
 AI6148                          STATION RECOVERY (2003)
 AI6148
 AI6148'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6148'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN LINE WITH A
 AI6148'GRASSY STRIP BETWEEN TWO CULTIVATED FIELDS.  THE WITNESS POST IS NOT
 AI6148'PRESENT.
 AI6148
 AI6148                          STATION RECOVERY (2006)
 AI6148
 AI6148'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6148'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 59.5 M SOUTH OF THE
 AI6148'CENTERLINE OF STATE HIGHWAY 33, 28.2 M SOUTHWEST OF AN ORANGE OVER
 AI6148'WHITE --BURIED CABLE-- POST, 27.3 M SOUTHWEST OF POWER POLE
 AI6148'--05-00016--, 20.4 M SOUTH OF A YELLOW PLASTIC RIGHT-OF-WAY POST, 12.4
 AI6148'M SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M EAST, 1.0 M
 AI6148'SOUTHWEST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6148'NOTE-- THE MONUMENT IS RECESSED 12 CM BELOW GROUND LEVEL.
 AI6148
 AI6148                          STATION RECOVERY (2016)
 AI6148
 AI6148'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6148'RECOVERED IN GOOD CONDITION.  NOTE-THE STATION IS 48.2 M (158.1 FT)
 AI6148'NORTH-NORTHWEST OF A POWER POLE -16-10754-.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6149 ***********************************************************************
 AI6149  DESIGNATION -  2K74
 AI6149  PID         -  AI6149
 AI6149  STATE/COUNTY-  WI/WASHINGTON
 AI6149  COUNTRY     -  US
 AI6149  USGS QUAD   -  ALLENTON (2018)
 AI6149
 AI6149                         *CURRENT SURVEY CONTROL
 AI6149  ______________________________________________________________________
 AI6149* NAD 83(2011) POSITION- 43 25 26.15885(N) 088 20 08.40085(W)   ADJUSTED
 AI6149* NAD 83(2011) ELLIP HT-   277.334 (meters)        (06/27/12)   ADJUSTED
 AI6149* NAD 83(2011) EPOCH   -  2010.00
 AI6149* NAVD 88 ORTHO HEIGHT -   312.243 (meters)     1024.42  (feet) ADJUSTED
 AI6149  ______________________________________________________________________
 AI6149  GEOID HEIGHT    -        -34.909 (meters)                     GEOID18
 AI6149  NAD 83(2011) X  -    134,761.496 (meters)                     COMP
 AI6149  NAD 83(2011) Y  - -4,637,949.670 (meters)                     COMP
 AI6149  NAD 83(2011) Z  -  4,362,018.276 (meters)                     COMP
 AI6149  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 AI6149  DYNAMIC HEIGHT  -        312.170 (meters)     1024.18  (feet) COMP
 AI6149  MODELED GRAVITY -    980,376.4   (mgal)                       NAVD 88
 AI6149
 AI6149  VERT ORDER      -  SECOND    CLASS I
 AI6149
 AI6149  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6149  Standards:
 AI6149         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6149            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6149  -------------------------------------------------------------------
 AI6149  NETWORK    0.77   0.90           0.36   0.25   0.46     -0.07837681
 AI6149  -------------------------------------------------------------------
 AI6149  Click here for local accuracies and other accuracy information.
 AI6149
 AI6149.The horizontal coordinates were established by GPS observations
 AI6149.and adjusted by the National Geodetic Survey in June 2012.
 AI6149
 AI6149.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6149.been affixed to the stable North American tectonic plate. See 
 AI6149.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6149
 AI6149.The horizontal coordinates are valid at the epoch date displayed above
 AI6149.which is a decimal equivalence of Year/Month/Day.
 AI6149
 AI6149.The orthometric height was determined by differential leveling and
 AI6149.adjusted by the WI DEPT OF TRANSP
 AI6149.in May 2012.
 AI6149
 AI6149.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6149.GEOID18 height accuracy estimate available here.
 AI6149
 AI6149.Click photographs - Photos may exist for this station.
 AI6149
 AI6149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6149
 AI6149.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6149
 AI6149.The ellipsoidal height was determined by GPS observations
 AI6149.and is referenced to NAD 83.
 AI6149
 AI6149.The dynamic height is computed by dividing the NAVD 88
 AI6149.geopotential number by the normal gravity value computed on the
 AI6149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6149.degrees latitude (g = 980.6199 gals.).
 AI6149
 AI6149.The modeled gravity was interpolated from observed gravity values.
 AI6149
 AI6149. The following values were computed from the NAD 83(2011) position.
 AI6149
 AI6149;                    North         East     Units Scale Factor Converg.
 AI6149;SPC WI S     -   159,530.188   734,756.571   MT  0.99993263   +1 08 36.8
 AI6149;SPC WI S     -   523,391.96  2,410,613.85   sFT  0.99993263   +1 08 36.8
 AI6149;UTM  16      - 4,808,759.919   391,882.886   MT  0.99974379   -0 55 05.6
 AI6149
 AI6149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6149!SPC WI S     -   0.99995651  x   0.99993263  =   0.99988914
 AI6149!UTM  16      -   0.99995651  x   0.99974379  =   0.99970031
 AI6149
 AI6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9188208759(NAD 83)
 AI6149
 AI6149                          SUPERSEDED SURVEY CONTROL
 AI6149
 AI6149  NAD 83(2007)-  43 25 26.15882(N)    088 20 08.40171(W) AD(2002.00) 0
 AI6149  ELLIP H (02/10/07)  277.369  (m)                       GP(2002.00)    
 AI6149  ELLIP H (11/17/00)  277.380  (m)                       GP(       ) 3 2
 AI6149  NAD 83(1997)-  43 25 26.15883(N)    088 20 08.40192(W) AD(       ) 1
 AI6149  ELLIP H (07/06/00)  277.380  (m)                       GP(       ) 2 1
 AI6149  NAVD 88             312.22   (m)         1024.3    (f) LEVELING    3  
 AI6149  NAVD 88 (04/20/07)  312.216  (m)         1024.33   (f) SUPERSEDED  2 1
 AI6149  NAVD 88 (10/20/00)  312.186  (m)         1024.23   (f) SUPERSEDED  2 1
 AI6149  NAVD 88 (07/06/00)  312.19   (m)  GEOID99  model used  GPS OBS        
 AI6149
 AI6149.Superseded values are not recommended for survey control.
 AI6149
 AI6149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6149.See file dsdata.pdf to determine how the superseded data were derived.
 AI6149
 AI6149_MARKER: DD = SURVEY DISK
 AI6149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI6149_SP_SET: BRIDGE PARAPET
 AI6149_STAMPING: 2K74 1999
 AI6149_MARK LOGO: WIDT
 AI6149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI6149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6149+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AI6149
 AI6149  HISTORY     - Date     Condition        Report By
 AI6149  HISTORY     - 1999     MONUMENTED       WIDT
 AI6149  HISTORY     - 20031121 GOOD             USPSQD
 AI6149  HISTORY     - 20060523 GOOD             WIDT
 AI6149
 AI6149                          STATION DESCRIPTION
 AI6149
 AI6149'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6149'THE STATION IS LOCATED ABOUT 12.1 KM (7.50 MI) NORTH-NORTHEAST OF
 AI6149'HARTFORD, AND 12.1 KM (7.50 MI) WEST OF WEST BEND.
 AI6149'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6149'STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WITH US HIGHWAY 41 ABOUT
 AI6149'0.8 KM (0.50 MI) NORTHEAST OF THE VILLAGE OF ALLENTON, GO EAST ON
 AI6149'STATE HIGHWAY 33 FOR 33 M (108.3 FT) TO THE EAST END OF THE SOUTH
 AI6149'PARAPET OF THE STATE HIGHWAY 33 BRIDGE --B-66-116-98--, OVER US
 AI6149'HIGHWAY 41 AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6149'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6149'DISK STAMPED --2K74 1999-- AND SET IN THE TOP A BRIDGE PARAPET
 AI6149'PROJECTING 0.8 M (2.6 FT) ABOVE THE GROUND AND ABOUT 0.8 M (2.6 FT)
 AI6149'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 7.2 M (23.6 FT) SOUTH OF
 AI6149'THE CENTERLINE OF THE TWO EAST BOUND LANES OF STATE HIGHWAY 33, 34.6 M
 AI6149'(113.5 FT) WEST OF THE CENTERLINE OF NORTH BOUND US HIGHWAY 41
 AI6149'OFF-RAMP TO STATE HIGHWAY 33, 0.6 M (2.0 FT) WEST OF THE EDGE OF THE
 AI6149'EAST END OF THE SOUTH PARAPET.
 AI6149
 AI6149                          STATION RECOVERY (2003)
 AI6149
 AI6149'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6149'RECOVERED IN GOOD CONDITION.
 AI6149
 AI6149                          STATION RECOVERY (2006)
 AI6149
 AI6149'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6149'RECOVERED IN GOOD CONDITION. ADD-- THE STATION IS 0.6 M NORTHWEST OF A
 AI6149'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6150 ***********************************************************************
 AI6150  DESIGNATION -  2K75
 AI6150  PID         -  AI6150
 AI6150  STATE/COUNTY-  WI/WASHINGTON
 AI6150  COUNTRY     -  US
 AI6150  USGS QUAD   -  ALLENTON (2018)
 AI6150
 AI6150                         *CURRENT SURVEY CONTROL
 AI6150  ______________________________________________________________________
 AI6150* NAD 83(2011) POSITION- 43 25 37.77752(N) 088 19 38.55473(W)   ADJUSTED
 AI6150* NAD 83(2011) ELLIP HT-   293.207 (meters)        (06/27/12)   ADJUSTED
 AI6150* NAD 83(2011) EPOCH   -  2010.00
 AI6150* NAVD 88 ORTHO HEIGHT -   328.119 (meters)     1076.50  (feet) ADJUSTED
 AI6150  ______________________________________________________________________
 AI6150  GEOID HEIGHT    -        -34.912 (meters)                     GEOID18
 AI6150  NAD 83(2011) X  -    135,425.739 (meters)                     COMP
 AI6150  NAD 83(2011) Y  - -4,637,695.255 (meters)                     COMP
 AI6150  NAD 83(2011) Z  -  4,362,289.616 (meters)                     COMP
 AI6150  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 AI6150  DYNAMIC HEIGHT  -        328.042 (meters)     1076.25  (feet) COMP
 AI6150  MODELED GRAVITY -    980,376.5   (mgal)                       NAVD 88
 AI6150
 AI6150  VERT ORDER      -  SECOND    CLASS I
 AI6150
 AI6150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6150  Standards:
 AI6150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6150  -------------------------------------------------------------------
 AI6150  NETWORK    0.72   0.84           0.34   0.23   0.43     -0.06682307
 AI6150  -------------------------------------------------------------------
 AI6150  Click here for local accuracies and other accuracy information.
 AI6150
 AI6150.The horizontal coordinates were established by GPS observations
 AI6150.and adjusted by the National Geodetic Survey in June 2012.
 AI6150
 AI6150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6150.been affixed to the stable North American tectonic plate. See 
 AI6150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6150
 AI6150.The horizontal coordinates are valid at the epoch date displayed above
 AI6150.which is a decimal equivalence of Year/Month/Day.
 AI6150
 AI6150.The orthometric height was determined by differential leveling and
 AI6150.adjusted by the WI DEPT OF TRANSP
 AI6150.in May 2012.
 AI6150
 AI6150.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6150.GEOID18 height accuracy estimate available here.
 AI6150
 AI6150.Click photographs - Photos may exist for this station.
 AI6150
 AI6150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6150
 AI6150.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6150
 AI6150.The ellipsoidal height was determined by GPS observations
 AI6150.and is referenced to NAD 83.
 AI6150
 AI6150.The dynamic height is computed by dividing the NAVD 88
 AI6150.geopotential number by the normal gravity value computed on the
 AI6150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6150.degrees latitude (g = 980.6199 gals.).
 AI6150
 AI6150.The modeled gravity was interpolated from observed gravity values.
 AI6150
 AI6150. The following values were computed from the NAD 83(2011) position.
 AI6150
 AI6150;                    North         East     Units Scale Factor Converg.
 AI6150;SPC WI S     -   159,902.091   735,420.557   MT  0.99993265   +1 08 57.4
 AI6150;SPC WI S     -   524,612.11  2,412,792.28   sFT  0.99993265   +1 08 57.4
 AI6150;UTM  16      - 4,809,107.627   392,559.694   MT  0.99974199   -0 54 45.2
 AI6150
 AI6150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6150!SPC WI S     -   0.99995402  x   0.99993265  =   0.99988668
 AI6150!UTM  16      -   0.99995402  x   0.99974199  =   0.99969602
 AI6150
 AI6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9255909107(NAD 83)
 AI6150
 AI6150                          SUPERSEDED SURVEY CONTROL
 AI6150
 AI6150  NAD 83(2007)-  43 25 37.77750(N)    088 19 38.55558(W) AD(2002.00) 0
 AI6150  ELLIP H (02/10/07)  293.243  (m)                       GP(2002.00)    
 AI6150  ELLIP H (11/17/00)  293.253  (m)                       GP(       ) 3 2
 AI6150  NAD 83(1997)-  43 25 37.77751(N)    088 19 38.55580(W) AD(       ) 1
 AI6150  ELLIP H (07/06/00)  293.253  (m)                       GP(       ) 2 1
 AI6150  NAVD 88             328.09   (m)         1076.4    (f) LEVELING    3  
 AI6150  NAVD 88 (04/20/07)  328.092  (m)         1076.42   (f) SUPERSEDED  2 1
 AI6150  NAVD 88 (10/20/00)  328.062  (m)         1076.32   (f) SUPERSEDED  2 1
 AI6150  NAVD 88 (07/06/00)  328.06   (m)  GEOID99  model used  GPS OBS        
 AI6150
 AI6150.Superseded values are not recommended for survey control.
 AI6150
 AI6150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6150.See file dsdata.pdf to determine how the superseded data were derived.
 AI6150
 AI6150_MARKER: DD = SURVEY DISK
 AI6150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6150_STAMPING: 2K75 1999
 AI6150_MARK LOGO: WIDT
 AI6150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6150+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2017
 AI6150
 AI6150  HISTORY     - Date     Condition        Report By
 AI6150  HISTORY     - 1999     MONUMENTED       WIDT
 AI6150  HISTORY     - 20031121 GOOD             USPSQD
 AI6150  HISTORY     - 20060523 GOOD             WIDT
 AI6150  HISTORY     - 20090802 GOOD             GEOCAC
 AI6150  HISTORY     - 20170522 GOOD             WOOLPT
 AI6150
 AI6150                          STATION DESCRIPTION
 AI6150
 AI6150'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6150'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH-NORTHEAST OF
 AI6150'HARTFORD, AND 11.3 KM (7.00 MI) WEST OF WEST BEND.
 AI6150'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6150'STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WITH US HIGHWAY 41 ABOUT
 AI6150'0.8 KM (0.50 MI) NORTHEAST OF THE VILLAGE OF ALLENTON, GO EAST ON
 AI6150'STATE HIGHWAY 33 FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT.
 AI6150'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6150'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2K75 1999-- AND SET IN
 AI6150'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6150'GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 17.2
 AI6150'M (56.4 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 33, 57 M (187.0
 AI6150'FT) WEST OF THE SOUTHERN MOST WOOD POST FOR --WELCOME TO ALLENTON--
 AI6150'SIGN, 33.1 M (108.6 FT) EAST-NORTHEAST OF THE TOP CENTER OF THE EAST
 AI6150'END OF A 45 CM (18-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, 18.5
 AI6150'M (60.7 FT) EAST OF A 120 CM (48-INCH) HIGH POWER PEDESTAL --1649--,
 AI6150'6.9 M (22.6 FT) EAST-SOUTHEAST OF A METAL POST FOR --BURIED FIBER
 AI6150'OPTICS-- SIGN, AND 0.8 M (2.6 FT) SOUTH OF A WHITE PLASTIC WITNESS
 AI6150'POST.
 AI6150
 AI6150                          STATION RECOVERY (2003)
 AI6150
 AI6150'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6150'RECOVERED IN GOOD CONDITION.
 AI6150
 AI6150                          STATION RECOVERY (2006)
 AI6150
 AI6150'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6150'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE WEST OF
 AI6150'COUNTY HIGHWAY WW NORTH, 39.0 M EAST OF THE EXTENDED CENTERLINE OF
 AI6150'PRIVATE ENTRANCE --5821--, 37.0 M EAST OF THE EAST ENTRANCE TO A
 AI6150'CEMETERY, AND 0.8 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF
 AI6150'THREE WHITE PLASTIC WITNESS POSTS.
 AI6150
 AI6150                          STATION RECOVERY (2009)
 AI6150
 AI6150'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 AI6150'RECOVERED IN GOOD CONDITION.
 AI6150
 AI6150                          STATION RECOVERY (2017)
 AI6150
 AI6150'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2017 (CC)
 AI6150'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6151 ***********************************************************************
 AI6151  DESIGNATION -  2K76
 AI6151  PID         -  AI6151
 AI6151  STATE/COUNTY-  WI/WASHINGTON
 AI6151  COUNTRY     -  US
 AI6151  USGS QUAD   -  ALLENTON (2018)
 AI6151
 AI6151                         *CURRENT SURVEY CONTROL
 AI6151  ______________________________________________________________________
 AI6151* NAD 83(2011) POSITION- 43 25 39.39447(N) 088 18 24.15261(W)   ADJUSTED
 AI6151* NAD 83(2011) ELLIP HT-   308.145 (meters)        (06/27/12)   ADJUSTED
 AI6151* NAD 83(2011) EPOCH   -  2010.00
 AI6151* NAVD 88 ORTHO HEIGHT -   343.058 (meters)     1125.52  (feet) ADJUSTED
 AI6151  ______________________________________________________________________
 AI6151  GEOID HEIGHT    -        -34.911 (meters)                     GEOID18
 AI6151  NAD 83(2011) X  -    137,097.908 (meters)                     COMP
 AI6151  NAD 83(2011) Y  - -4,637,622.657 (meters)                     COMP
 AI6151  NAD 83(2011) Z  -  4,362,336.128 (meters)                     COMP
 AI6151  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 AI6151  DYNAMIC HEIGHT  -        342.978 (meters)     1125.25  (feet) COMP
 AI6151  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 AI6151
 AI6151  VERT ORDER      -  SECOND    CLASS I
 AI6151
 AI6151  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6151  Standards:
 AI6151         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6151            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6151  -------------------------------------------------------------------
 AI6151  NETWORK    0.65   0.74           0.31   0.20   0.38     -0.03727115
 AI6151  -------------------------------------------------------------------
 AI6151  Click here for local accuracies and other accuracy information.
 AI6151
 AI6151.The horizontal coordinates were established by GPS observations
 AI6151.and adjusted by the National Geodetic Survey in June 2012.
 AI6151
 AI6151.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6151.been affixed to the stable North American tectonic plate. See 
 AI6151.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6151
 AI6151.The horizontal coordinates are valid at the epoch date displayed above
 AI6151.which is a decimal equivalence of Year/Month/Day.
 AI6151
 AI6151.The orthometric height was determined by differential leveling and
 AI6151.adjusted by the WI DEPT OF TRANSP
 AI6151.in May 2012.
 AI6151
 AI6151.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6151.GEOID18 height accuracy estimate available here.
 AI6151
 AI6151.Click photographs - Photos may exist for this station.
 AI6151
 AI6151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6151
 AI6151.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6151
 AI6151.The ellipsoidal height was determined by GPS observations
 AI6151.and is referenced to NAD 83.
 AI6151
 AI6151.The dynamic height is computed by dividing the NAVD 88
 AI6151.geopotential number by the normal gravity value computed on the
 AI6151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6151.degrees latitude (g = 980.6199 gals.).
 AI6151
 AI6151.The modeled gravity was interpolated from observed gravity values.
 AI6151
 AI6151. The following values were computed from the NAD 83(2011) position.
 AI6151
 AI6151;                    North         East     Units Scale Factor Converg.
 AI6151;SPC WI S     -   159,985.750   737,092.597   MT  0.99993265   +1 09 48.5
 AI6151;SPC WI S     -   524,886.58  2,418,277.96   sFT  0.99993265   +1 09 48.5
 AI6151;UTM  16      - 4,809,131.070   394,233.338   MT  0.99973760   -0 53 54.1
 AI6151
 AI6151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6151!SPC WI S     -   0.99995168  x   0.99993265  =   0.99988433
 AI6151!UTM  16      -   0.99995168  x   0.99973760  =   0.99968929
 AI6151
 AI6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9423309131(NAD 83)
 AI6151
 AI6151                          SUPERSEDED SURVEY CONTROL
 AI6151
 AI6151  NAD 83(2007)-  43 25 39.39445(N)    088 18 24.15346(W) AD(2002.00) 0
 AI6151  ELLIP H (02/10/07)  308.180  (m)                       GP(2002.00)    
 AI6151  ELLIP H (11/17/00)  308.191  (m)                       GP(       ) 3 2
 AI6151  NAD 83(1997)-  43 25 39.39446(N)    088 18 24.15369(W) AD(       ) 1
 AI6151  ELLIP H (07/06/00)  308.191  (m)                       GP(       ) 2 1
 AI6151  NAVD 88             343.03   (m)         1125.4    (f) LEVELING    3  
 AI6151  NAVD 88 (04/20/07)  343.031  (m)         1125.43   (f) SUPERSEDED  2 1
 AI6151  NAVD 88 (10/20/00)  343.002  (m)         1125.33   (f) SUPERSEDED  2 1
 AI6151  NAVD 88 (07/06/00)  343.00   (m)  GEOID99  model used  GPS OBS        
 AI6151
 AI6151.Superseded values are not recommended for survey control.
 AI6151
 AI6151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6151.See file dsdata.pdf to determine how the superseded data were derived.
 AI6151
 AI6151_MARKER: DD = SURVEY DISK
 AI6151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6151_STAMPING: 2K76 1999
 AI6151_MARK LOGO: WIDT
 AI6151_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6151+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 AI6151
 AI6151  HISTORY     - Date     Condition        Report By
 AI6151  HISTORY     - 1999     MONUMENTED       WIDT
 AI6151  HISTORY     - 20031121 GOOD             USPSQD
 AI6151  HISTORY     - 20060530 GOOD             WIDT
 AI6151
 AI6151                          STATION DESCRIPTION
 AI6151
 AI6151'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6151'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) NORTH-NORTHEAST OF
 AI6151'HARTFORD, AND 8.9 KM (5.55 MI) WEST OF WEST BEND. OWNERSHIP--WISCONSIN
 AI6151'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6151'OF STATE HIGHWAY 33 WITH US HIGHWAY 41 ABOUT 0.8 KM (0.50 MI)
 AI6151'NORTHEAST OF THE VILLAGE OF ALLENTON, GO EAST ON STATE HIGHWAY 33 FOR
 AI6151'1.3 KM (0.80 MI) TO COUNTY HIGHWAY WW ON THE LEFT AND WILDLIFE ROAD ON
 AI6151'THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 33 FOR 1.21 KM (0.75 MI) TO
 AI6151'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 AI6151'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2K76
 AI6151'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6151'FLUSH WITH THE GROUND AND ABOUT 2 M (6.6 FT) BELOW THE HIGHWAY
 AI6151'PAVEMENT.  THE STATION IS 14.6 M (47.9 FT) NORTH OF THE CENTERLINE OF
 AI6151'STATE HIGHWAY 33, 130 M (426.5 FT) EAST OF THE CENTERLINE OF PRIVATE
 AI6151'ENTRANCE --5448--, 40.9 M (134.2 FT) WEST OF A METAL POST FOR --BURIED
 AI6151'FIBER OPTICS-- SIGN, 11 M (36.1 FT) WEST OF THE EXTENDED CENTERLINE OF
 AI6151'A FIELD ENTRANCE, 2 M (6.6 FT) SOUTH OF A CULTIVATED FIELD, AND 0.5 M
 AI6151'(1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI6151
 AI6151                          STATION RECOVERY (2003)
 AI6151
 AI6151'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6151'RECOVERED IN GOOD CONDITION.
 AI6151
 AI6151                          STATION RECOVERY (2006)
 AI6151
 AI6151'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6151'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.25 MILE WEST OF
 AI6151'AURORA ROAD AND 0.5 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF
 AI6151'THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- THE BURIED FIBER OPTICS
 AI6151'SIGN IS NOT PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6152 ***********************************************************************
 AI6152  DESIGNATION -  2K77
 AI6152  PID         -  AI6152
 AI6152  STATE/COUNTY-  WI/WASHINGTON
 AI6152  COUNTRY     -  US
 AI6152  USGS QUAD   -  ALLENTON (2018)
 AI6152
 AI6152                         *CURRENT SURVEY CONTROL
 AI6152  ______________________________________________________________________
 AI6152* NAD 83(2011) POSITION- 43 25 36.81073(N) 088 16 16.11231(W)   ADJUSTED
 AI6152* NAD 83(2011) ELLIP HT-   319.732 (meters)        (06/27/12)   ADJUSTED
 AI6152* NAD 83(2011) EPOCH   -  2010.00
 AI6152* NAVD 88 ORTHO HEIGHT -   354.659 (meters)     1163.58  (feet) ADJUSTED
 AI6152  ______________________________________________________________________
 AI6152  GEOID HEIGHT    -        -34.916 (meters)                     GEOID18
 AI6152  NAD 83(2011) X  -    139,978.625 (meters)                     COMP
 AI6152  NAD 83(2011) Y  - -4,637,599.862 (meters)                     COMP
 AI6152  NAD 83(2011) Z  -  4,362,286.181 (meters)                     COMP
 AI6152  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 AI6152  DYNAMIC HEIGHT  -        354.576 (meters)     1163.30  (feet) COMP
 AI6152  MODELED GRAVITY -    980,376.3   (mgal)                       NAVD 88
 AI6152
 AI6152  VERT ORDER      -  SECOND    CLASS I
 AI6152
 AI6152  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6152  Standards:
 AI6152         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6152            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6152  -------------------------------------------------------------------
 AI6152  NETWORK    0.57   0.69           0.27   0.18   0.35      0.02607924
 AI6152  -------------------------------------------------------------------
 AI6152  Click here for local accuracies and other accuracy information.
 AI6152
 AI6152.The horizontal coordinates were established by GPS observations
 AI6152.and adjusted by the National Geodetic Survey in June 2012.
 AI6152
 AI6152.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6152.been affixed to the stable North American tectonic plate. See 
 AI6152.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6152
 AI6152.The horizontal coordinates are valid at the epoch date displayed above
 AI6152.which is a decimal equivalence of Year/Month/Day.
 AI6152
 AI6152.The orthometric height was determined by differential leveling and
 AI6152.adjusted by the WI DEPT OF TRANSP
 AI6152.in May 2012.
 AI6152
 AI6152.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6152.GEOID18 height accuracy estimate available here.
 AI6152
 AI6152.Click photographs - Photos may exist for this station.
 AI6152
 AI6152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6152
 AI6152.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6152
 AI6152.The ellipsoidal height was determined by GPS observations
 AI6152.and is referenced to NAD 83.
 AI6152
 AI6152.The dynamic height is computed by dividing the NAVD 88
 AI6152.geopotential number by the normal gravity value computed on the
 AI6152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6152.degrees latitude (g = 980.6199 gals.).
 AI6152
 AI6152.The modeled gravity was interpolated from observed gravity values.
 AI6152
 AI6152. The following values were computed from the NAD 83(2011) position.
 AI6152
 AI6152;                    North         East     Units Scale Factor Converg.
 AI6152;SPC WI S     -   159,965.122   739,973.405   MT  0.99993265   +1 11 16.5
 AI6152;SPC WI S     -   524,818.90  2,427,729.41   sFT  0.99993265   +1 11 16.5
 AI6152;UTM  16      - 4,809,006.835   397,110.967   MT  0.99973022   -0 52 26.0
 AI6152
 AI6152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6152!SPC WI S     -   0.99994986  x   0.99993265  =   0.99988252
 AI6152!UTM  16      -   0.99994986  x   0.99973022  =   0.99968010
 AI6152
 AI6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9711009006(NAD 83)
 AI6152
 AI6152                          SUPERSEDED SURVEY CONTROL
 AI6152
 AI6152  NAD 83(2007)-  43 25 36.81072(N)    088 16 16.11315(W) AD(2002.00) 0
 AI6152  ELLIP H (02/10/07)  319.768  (m)                       GP(2002.00)    
 AI6152  ELLIP H (11/17/00)  319.780  (m)                       GP(       ) 3 2
 AI6152  NAD 83(1997)-  43 25 36.81075(N)    088 16 16.11338(W) AD(       ) 1
 AI6152  ELLIP H (07/06/00)  319.780  (m)                       GP(       ) 2 1
 AI6152  NAVD 88             354.63   (m)         1163.5    (f) LEVELING    3  
 AI6152  NAVD 88 (04/20/07)  354.632  (m)         1163.49   (f) SUPERSEDED  2 1
 AI6152  NAVD 88 (10/20/00)  354.603  (m)         1163.39   (f) SUPERSEDED  2 1
 AI6152  NAVD 88 (07/06/00)  354.60   (m)  GEOID99  model used  GPS OBS        
 AI6152
 AI6152.Superseded values are not recommended for survey control.
 AI6152
 AI6152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6152.See file dsdata.pdf to determine how the superseded data were derived.
 AI6152
 AI6152_MARKER: DD = SURVEY DISK
 AI6152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6152_STAMPING: 2K77 1999
 AI6152_MARK LOGO: WIDT
 AI6152_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6152+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 AI6152
 AI6152  HISTORY     - Date     Condition        Report By
 AI6152  HISTORY     - 1999     MONUMENTED       WIDT
 AI6152  HISTORY     - 20031121 GOOD             USPSQD
 AI6152  HISTORY     - 20060530 GOOD             WIDT
 AI6152
 AI6152                          STATION DESCRIPTION
 AI6152
 AI6152'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6152'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHEAST OF HARTFORD,
 AI6152'AND 6.4 KM (3.95 MI) WEST OF WEST BEND.  OWNERSHIP--TOWN OF WEST BEND.
 AI6152'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 (WASHINGTON
 AI6152'STREET) WITH US HIGHWAY 45 IN THE CITY OF WEST BEND, GO WEST ON STATE
 AI6152'HIGHWAY 33 (WASHINGTON STREET) FOR 3.78 KM (2.35 MI) TO NABOB DRIVE ON
 AI6152'THE LEFT, TURN LEFT AND GO SOUTH ON NABOB DRIVE FOR 67 M (219.8 FT) TO
 AI6152'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 AI6152'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2K77
 AI6152'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6152'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE ROAD
 AI6152'PAVEMENT.  THE STATION IS 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF
 AI6152'NABOB DRIVE, 67 M (219.8 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 AI6152'33, 28.2 M (92.5 FT) SOUTHEAST OF TELEPHONE PEDESTAL --209--, 24.4 M
 AI6152'(80.1 FT) NORTH-NORTHWEST OF POWER POLE --E64-10311E--, 21 M (68.9 FT)
 AI6152'NORTH OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE FOR --OUR PLACE--
 AI6152'RESTAURANT, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 AI6152
 AI6152                          STATION RECOVERY (2003)
 AI6152
 AI6152'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6152'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 51 FEET
 AI6152'SOUTHEAST OF A --SPEED LIMIT 35-- SIGN POST.
 AI6152
 AI6152                          STATION RECOVERY (2006)
 AI6152
 AI6152'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6152'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 AI6152'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6153 ***********************************************************************
 AI6153  DESIGNATION -  2K78
 AI6153  PID         -  AI6153
 AI6153  STATE/COUNTY-  WI/WASHINGTON
 AI6153  COUNTRY     -  US
 AI6153  USGS QUAD   -  ALLENTON (2018)
 AI6153
 AI6153                         *CURRENT SURVEY CONTROL
 AI6153  ______________________________________________________________________
 AI6153* NAD 83(2011) POSITION- 43 25 39.38348(N) 088 15 11.28190(W)   ADJUSTED
 AI6153* NAD 83(2011) ELLIP HT-   290.657 (meters)        (06/27/12)   ADJUSTED
 AI6153* NAD 83(2011) EPOCH   -  2010.00
 AI6153* NAVD 88 ORTHO HEIGHT -   325.590 (meters)     1068.21  (feet) ADJUSTED
 AI6153  ______________________________________________________________________
 AI6153  GEOID HEIGHT    -        -34.927 (meters)                     GEOID18
 AI6153  NAD 83(2011) X  -    141,433.939 (meters)                     COMP
 AI6153  NAD 83(2011) Y  - -4,637,479.973 (meters)                     COMP
 AI6153  NAD 83(2011) Z  -  4,362,323.859 (meters)                     COMP
 AI6153  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 AI6153  DYNAMIC HEIGHT  -        325.514 (meters)     1067.96  (feet) COMP
 AI6153  MODELED GRAVITY -    980,377.2   (mgal)                       NAVD 88
 AI6153
 AI6153  VERT ORDER      -  SECOND    CLASS I
 AI6153
 AI6153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6153  Standards:
 AI6153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6153  -------------------------------------------------------------------
 AI6153  NETWORK    0.67   0.78           0.31   0.22   0.40      0.01979534
 AI6153  -------------------------------------------------------------------
 AI6153  Click here for local accuracies and other accuracy information.
 AI6153
 AI6153.The horizontal coordinates were established by GPS observations
 AI6153.and adjusted by the National Geodetic Survey in June 2012.
 AI6153
 AI6153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6153.been affixed to the stable North American tectonic plate. See 
 AI6153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6153
 AI6153.The horizontal coordinates are valid at the epoch date displayed above
 AI6153.which is a decimal equivalence of Year/Month/Day.
 AI6153
 AI6153.The orthometric height was determined by differential leveling and
 AI6153.adjusted by the WI DEPT OF TRANSP
 AI6153.in May 2012.
 AI6153
 AI6153.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6153.GEOID18 height accuracy estimate available here.
 AI6153
 AI6153.Click photographs - Photos may exist for this station.
 AI6153
 AI6153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6153
 AI6153.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6153
 AI6153.The ellipsoidal height was determined by GPS observations
 AI6153.and is referenced to NAD 83.
 AI6153
 AI6153.The dynamic height is computed by dividing the NAVD 88
 AI6153.geopotential number by the normal gravity value computed on the
 AI6153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6153.degrees latitude (g = 980.6199 gals.).
 AI6153
 AI6153.The modeled gravity was interpolated from observed gravity values.
 AI6153
 AI6153. The following values were computed from the NAD 83(2011) position.
 AI6153
 AI6153;                    North         East     Units Scale Factor Converg.
 AI6153;SPC WI S     -   160,074.884   741,429.546   MT  0.99993265   +1 12 01.0
 AI6153;SPC WI S     -   525,179.02  2,432,506.77   sFT  0.99993265   +1 12 01.0
 AI6153;UTM  16      - 4,809,064.127   398,569.817   MT  0.99972655   -0 51 41.5
 AI6153
 AI6153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6153!SPC WI S     -   0.99995442  x   0.99993265  =   0.99988708
 AI6153!UTM  16      -   0.99995442  x   0.99972655  =   0.99968098
 AI6153
 AI6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9856909064(NAD 83)
 AI6153
 AI6153                          SUPERSEDED SURVEY CONTROL
 AI6153
 AI6153  NAD 83(2007)-  43 25 39.38346(N)    088 15 11.28273(W) AD(2002.00) 0
 AI6153  ELLIP H (02/10/07)  290.693  (m)                       GP(2002.00)    
 AI6153  ELLIP H (11/17/00)  290.705  (m)                       GP(       ) 3 2
 AI6153  NAD 83(1997)-  43 25 39.38350(N)    088 15 11.28296(W) AD(       ) 1
 AI6153  ELLIP H (07/06/00)  290.705  (m)                       GP(       ) 2 1
 AI6153  NAVD 88             325.56   (m)         1068.1    (f) LEVELING    3  
 AI6153  NAVD 88 (04/20/07)  325.564  (m)         1068.12   (f) SUPERSEDED  2 1
 AI6153  NAVD 88 (10/20/00)  325.535  (m)         1068.03   (f) SUPERSEDED  2 1
 AI6153  NAVD 88 (07/06/00)  325.54   (m)  GEOID99  model used  GPS OBS        
 AI6153
 AI6153.Superseded values are not recommended for survey control.
 AI6153
 AI6153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6153.See file dsdata.pdf to determine how the superseded data were derived.
 AI6153
 AI6153_MARKER: DD = SURVEY DISK
 AI6153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6153_STAMPING: 2K78 1999
 AI6153_MARK LOGO: WIDT
 AI6153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6153+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 AI6153
 AI6153  HISTORY     - Date     Condition        Report By
 AI6153  HISTORY     - 1999     MONUMENTED       WIDT
 AI6153  HISTORY     - 20031121 GOOD             USPSQD
 AI6153  HISTORY     - 20060530 GOOD             WIDT
 AI6153
 AI6153                          STATION DESCRIPTION
 AI6153
 AI6153'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6153'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHEAST OF HARTFORD,
 AI6153'AND 4.8 KM (3.00 MI) WEST OF WEST BEND.  OWNERSHIP--WISCONSIN
 AI6153'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6153'OF STATE HIGHWAY 33 (WASHINGTON STREET) WITH US HIGHWAY 45 IN THE CITY
 AI6153'OF WEST BEND, GO WEST ON STATE HIGHWAY 33 (WASHINGTON STREET) FOR 2.7
 AI6153'KM (1.65 MI) TO MEADOW LARK ROAD ON THE RIGHT, CONTINUE WEST ON STATE
 AI6153'HIGHWAY 33 FOR 0.89 KM (0.55 MI) TO THE STATION ON THE RIGHT.  THE
 AI6153'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6153'SURVEY CONTROL STATION DISK STAMPED --2K78 1999-- AND SET IN THE TOP
 AI6153'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6153'ABOUT 3 M (9.8 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 14.9 M
 AI6153'(48.9 FT) NORTH OF THE CENTERLINE OF THE TWO WEST BOUND LANES OF STATE
 AI6153'HIGHWAY 33, 65.7 M (215.6 FT) WEST OF THE CENTER OF A 0.09 M (0.30 FT)
 AI6153'DIAMETER SPRUCE TREE, 23.0 M (75.5 FT) EAST-NORTHEAST OF A WOOD POST
 AI6153'FOR --NO PASSING-- SIGN, 5 M (16.4 FT) EAST OF THE EXTENDED CENTERLINE
 AI6153'OF PRIVATE ENTRANCE FOR --KEITHS MARINA--.
 AI6153
 AI6153                          STATION RECOVERY (2003)
 AI6153
 AI6153'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6153'RECOVERED IN GOOD CONDITION.
 AI6153
 AI6153                          STATION RECOVERY (2006)
 AI6153
 AI6153'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6153'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE WEST OF
 AI6153'THE EXTENDED CENTERLINE OF RIESCH ROAD, 56.5 M WEST OF A --LEFT LANE
 AI6153'ENDS-- SIGN POST, AND 0.8 M SOUTH, 0.8 M NORTHWEST, AND 0.8 M
 AI6153'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- KEITHS MARINA
 AI6153'IS AT --4339 STATE HIGHWAY 33--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6154 ***********************************************************************
 AI6154  DESIGNATION -  2K79
 AI6154  PID         -  AI6154
 AI6154  STATE/COUNTY-  WI/WASHINGTON
 AI6154  COUNTRY     -  US
 AI6154  USGS QUAD   -  WEST BEND (2018)
 AI6154
 AI6154                         *CURRENT SURVEY CONTROL
 AI6154  ______________________________________________________________________
 AI6154* NAD 83(2011) POSITION- 43 25 38.87648(N) 088 13 58.48814(W)   ADJUSTED
 AI6154* NAD 83(2011) ELLIP HT-   271.257 (meters)        (06/27/12)   ADJUSTED
 AI6154* NAD 83(2011) EPOCH   -  2010.00
 AI6154* NAVD 88 ORTHO HEIGHT -   306.199 (meters)     1004.59  (feet) ADJUSTED
 AI6154  ______________________________________________________________________
 AI6154  GEOID HEIGHT    -        -34.939 (meters)                     GEOID18
 AI6154  NAD 83(2011) X  -    143,070.460 (meters)                     COMP
 AI6154  NAD 83(2011) Y  - -4,637,426.439 (meters)                     COMP
 AI6154  NAD 83(2011) Z  -  4,362,299.159 (meters)                     COMP
 AI6154  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 AI6154  DYNAMIC HEIGHT  -        306.128 (meters)     1004.35  (feet) COMP
 AI6154  MODELED GRAVITY -    980,378.6   (mgal)                       NAVD 88
 AI6154
 AI6154  VERT ORDER      -  SECOND    CLASS I
 AI6154
 AI6154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6154  Standards:
 AI6154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6154  -------------------------------------------------------------------
 AI6154  NETWORK    0.72   0.78           0.34   0.23   0.40      0.03333101
 AI6154  -------------------------------------------------------------------
 AI6154  Click here for local accuracies and other accuracy information.
 AI6154
 AI6154.The horizontal coordinates were established by GPS observations
 AI6154.and adjusted by the National Geodetic Survey in June 2012.
 AI6154
 AI6154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6154.been affixed to the stable North American tectonic plate. See 
 AI6154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6154
 AI6154.The horizontal coordinates are valid at the epoch date displayed above
 AI6154.which is a decimal equivalence of Year/Month/Day.
 AI6154
 AI6154.The orthometric height was determined by differential leveling and
 AI6154.adjusted by the WI DEPT OF TRANSP
 AI6154.in May 2012.
 AI6154
 AI6154.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6154.GEOID18 height accuracy estimate available here.
 AI6154
 AI6154.Click photographs - Photos may exist for this station.
 AI6154
 AI6154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6154
 AI6154.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6154
 AI6154.The ellipsoidal height was determined by GPS observations
 AI6154.and is referenced to NAD 83.
 AI6154
 AI6154.The dynamic height is computed by dividing the NAVD 88
 AI6154.geopotential number by the normal gravity value computed on the
 AI6154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6154.degrees latitude (g = 980.6199 gals.).
 AI6154
 AI6154.The modeled gravity was interpolated from observed gravity values.
 AI6154
 AI6154. The following values were computed from the NAD 83(2011) position.
 AI6154
 AI6154;                    North         East     Units Scale Factor Converg.
 AI6154;SPC WI S     -   160,093.735   743,066.723   MT  0.99993265   +1 12 51.0
 AI6154;SPC WI S     -   525,240.86  2,437,878.07   sFT  0.99993265   +1 12 51.0
 AI6154;UTM  16      - 4,809,024.073   400,206.271   MT  0.99972250   -0 50 51.4
 AI6154
 AI6154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6154!SPC WI S     -   0.99995746  x   0.99993265  =   0.99989012
 AI6154!UTM  16      -   0.99995746  x   0.99972250  =   0.99967998
 AI6154
 AI6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0020609024(NAD 83)
 AI6154
 AI6154                          SUPERSEDED SURVEY CONTROL
 AI6154
 AI6154  NAD 83(2007)-  43 25 38.87647(N)    088 13 58.48897(W) AD(2002.00) 0
 AI6154  ELLIP H (02/10/07)  271.293  (m)                       GP(2002.00)    
 AI6154  ELLIP H (11/17/00)  271.306  (m)                       GP(       ) 3 2
 AI6154  NAD 83(1997)-  43 25 38.87652(N)    088 13 58.48918(W) AD(       ) 1
 AI6154  ELLIP H (07/06/00)  271.306  (m)                       GP(       ) 2 1
 AI6154  NAVD 88             306.17   (m)         1004.5    (f) LEVELING    3  
 AI6154  NAVD 88 (04/20/07)  306.173  (m)         1004.50   (f) SUPERSEDED  2 1
 AI6154  NAVD 88 (10/20/00)  306.145  (m)         1004.41   (f) SUPERSEDED  2 1
 AI6154  NAVD 88 (07/06/00)  306.15   (m)  GEOID99  model used  GPS OBS        
 AI6154
 AI6154.Superseded values are not recommended for survey control.
 AI6154
 AI6154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6154.See file dsdata.pdf to determine how the superseded data were derived.
 AI6154
 AI6154_MARKER: DD = SURVEY DISK
 AI6154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6154_STAMPING: 2K79 1999
 AI6154_MARK LOGO: WIDT
 AI6154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6154+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 AI6154
 AI6154  HISTORY     - Date     Condition        Report By
 AI6154  HISTORY     - 1999     MONUMENTED       WIDT
 AI6154  HISTORY     - 20031121 GOOD             USPSQD
 AI6154  HISTORY     - 20060530 GOOD             WIDT
 AI6154
 AI6154                          STATION DESCRIPTION
 AI6154
 AI6154'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6154'THE STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) NORTHEAST OF HARTFORD,
 AI6154'AND 3.2 KM (2.00 MI) WEST OF WEST BEND.  OWNERSHIP--WISCONSIN
 AI6154'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6154'OF STATE HIGHWAY 33 (WASHINGTON STREET) WITH US HIGHWAY 45 IN THE CITY
 AI6154'OF WEST BEND, GO WEST ON STATE HIGHWAY 33 (WASHINGTON STREET) FOR 1.37
 AI6154'KM (0.85 MI) TO VILLA PARK DRIVE, CONTINUE WEST ON STATE HIGHWAY 33
 AI6154'FOR 0.56 KM (0.35 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI6154'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6154'STATION DISK STAMPED --2K79 1999-- AND SET IN THE TOP OF A 41 CM
 AI6154'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 AI6154'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.1 M (20.0 FT) NORTH OF
 AI6154'THE CENTERLINE OF THE TWO WEST BOUND LANES OF STATE HIGHWAY 33, 42.9 M
 AI6154'(140.7 FT) EAST OF THE SOUTH WOOD POST FOR --RIDESHARE INFO-- SIGN,
 AI6154'17.9 M (58.7 FT) WEST-SOUTHWEST OF TELEPHONE PEDESTAL, 16.6 M (54.5
 AI6154'FT) WEST OF THE TOP CENTER OF FIRE HYDRANT --F3900--, 9.5 M (31.2 FT)
 AI6154'EAST OF CENTERLINE OF PRIVATE ENTRANCE.
 AI6154
 AI6154                          STATION RECOVERY (2003)
 AI6154
 AI6154'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6154'RECOVERED IN GOOD CONDITION.
 AI6154
 AI6154                          STATION RECOVERY (2006)
 AI6154
 AI6154'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6154'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.08 MILE EAST OF
 AI6154'SHEPERDS DRIVE, 9.5 M EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 2.4
 AI6154'M WEST OF THE PERPENDICULAR TO THE EAST EDGE OF A TURN AROUND, 1.3 M
 AI6154'SOUTH OF THE CENTERLINE OF A CONCRETE SIDEWALK, 0.3 M NORTHEAST OF A
 AI6154'BLACK OVER WHITE FIBERGLASS CULVERT-TYPE POST, AND 0.7 M EAST AND 0.7
 AI6154'M WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 AI6154'NOTE-- THERE IS NO --RIDESHARE INFO-- SIGN PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6069 ***********************************************************************
 AI6069  DESIGNATION -  2K80
 AI6069  PID         -  AI6069
 AI6069  STATE/COUNTY-  WI/WASHINGTON
 AI6069  COUNTRY     -  US
 AI6069  USGS QUAD   -  WEST BEND (2018)
 AI6069
 AI6069                         *CURRENT SURVEY CONTROL
 AI6069  ______________________________________________________________________
 AI6069* NAD 83(2011) POSITION- 43 26 15.03433(N) 088 13 11.37319(W)   ADJUSTED
 AI6069* NAD 83(2011) ELLIP HT-   272.616 (meters)        (06/27/12)   ADJUSTED
 AI6069* NAD 83(2011) EPOCH   -  2010.00
 AI6069* NAVD 88 ORTHO HEIGHT -   307.577 (meters)     1009.11  (feet) ADJUSTED
 AI6069  ______________________________________________________________________
 AI6069  GEOID HEIGHT    -        -34.961 (meters)                     GEOID18
 AI6069  NAD 83(2011) X  -    144,105.933 (meters)                     COMP
 AI6069  NAD 83(2011) Y  - -4,636,627.793 (meters)                     COMP
 AI6069  NAD 83(2011) Z  -  4,363,110.466 (meters)                     COMP
 AI6069  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 AI6069  DYNAMIC HEIGHT  -        307.506 (meters)     1008.88  (feet) COMP
 AI6069  MODELED GRAVITY -    980,381.1   (mgal)                       NAVD 88
 AI6069
 AI6069  VERT ORDER      -  SECOND    CLASS I
 AI6069
 AI6069  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6069  Standards:
 AI6069         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6069            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6069  -------------------------------------------------------------------
 AI6069  NETWORK    0.59   0.63           0.28   0.18   0.32      0.05597162
 AI6069  -------------------------------------------------------------------
 AI6069  Click here for local accuracies and other accuracy information.
 AI6069
 AI6069.The horizontal coordinates were established by GPS observations
 AI6069.and adjusted by the National Geodetic Survey in June 2012.
 AI6069
 AI6069.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6069.been affixed to the stable North American tectonic plate. See 
 AI6069.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6069
 AI6069.The horizontal coordinates are valid at the epoch date displayed above
 AI6069.which is a decimal equivalence of Year/Month/Day.
 AI6069
 AI6069.The orthometric height was determined by differential leveling and
 AI6069.adjusted by the WI DEPT OF TRANSP
 AI6069.in May 2012.
 AI6069
 AI6069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6069.GEOID18 height accuracy estimate available here.
 AI6069
 AI6069.Click photographs - Photos may exist for this station.
 AI6069
 AI6069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6069
 AI6069.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6069
 AI6069.The ellipsoidal height was determined by GPS observations
 AI6069.and is referenced to NAD 83.
 AI6069
 AI6069.The dynamic height is computed by dividing the NAVD 88
 AI6069.geopotential number by the normal gravity value computed on the
 AI6069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6069.degrees latitude (g = 980.6199 gals.).
 AI6069
 AI6069.The modeled gravity was interpolated from observed gravity values.
 AI6069
 AI6069. The following values were computed from the NAD 83(2011) position.
 AI6069
 AI6069;                    North         East     Units Scale Factor Converg.
 AI6069;SPC WI S     -   161,231.826   744,102.331   MT  0.99993275   +1 13 23.4
 AI6069;SPC WI S     -   528,974.75  2,441,275.73   sFT  0.99993275   +1 13 23.4
 AI6069;UTM  16      - 4,810,123.934   401,281.928   MT  0.99971987   -0 50 19.6
 AI6069
 AI6069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6069!SPC WI S     -   0.99995725  x   0.99993275  =   0.99989000
 AI6069!UTM  16      -   0.99995725  x   0.99971987  =   0.99967713
 AI6069
 AI6069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0128110123(NAD 83)
 AI6069
 AI6069                          SUPERSEDED SURVEY CONTROL
 AI6069
 AI6069  NAD 83(2007)-  43 26 15.03432(N)    088 13 11.37401(W) AD(2002.00) 0
 AI6069  ELLIP H (02/10/07)  272.652  (m)                       GP(2002.00)    
 AI6069  ELLIP H (11/17/00)  272.664  (m)                       GP(       ) 3 2
 AI6069  NAD 83(1997)-  43 26 15.03439(N)    088 13 11.37424(W) AD(       ) 1
 AI6069  ELLIP H (07/06/00)  272.664  (m)                       GP(       ) 2 1
 AI6069  NAVD 88             307.55   (m)         1009.0    (f) LEVELING    3  
 AI6069  NAVD 88 (04/20/07)  307.550  (m)         1009.02   (f) SUPERSEDED  2 1
 AI6069  NAVD 88 (10/20/00)  307.523  (m)         1008.93   (f) SUPERSEDED  2 1
 AI6069  NAVD 88 (07/06/00)  307.52   (m)  GEOID99  model used  GPS OBS        
 AI6069
 AI6069.Superseded values are not recommended for survey control.
 AI6069
 AI6069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6069.See file dsdata.pdf to determine how the superseded data were derived.
 AI6069
 AI6069_MARKER: DD = SURVEY DISK
 AI6069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6069_STAMPING: 2K80 1999
 AI6069_MARK LOGO: WIDT
 AI6069_PROJECTION: FLUSH
 AI6069_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6069+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AI6069
 AI6069  HISTORY     - Date     Condition        Report By
 AI6069  HISTORY     - 1999     MONUMENTED       WIDT
 AI6069  HISTORY     - 20031121 GOOD             USPSQD
 AI6069  HISTORY     - 20060530 GOOD             WIDT
 AI6069  HISTORY     - 20161005 GOOD             WIDT
 AI6069
 AI6069                          STATION DESCRIPTION
 AI6069
 AI6069'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6069'THE STATION IS LOCATED 0.8 KM (0.50 MI) WEST OF WEST BEND.
 AI6069'OWNERSHIP--WASHINGTON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 AI6069'OF US HIGHWAY 45 WITH STATE HIGHWAY 33 (WASHINGTON STREET) IN THE CITY
 AI6069'OF WEST BEND, GO WEST ON STATE HIGHWAY 33 (WASHINGTON STREET) FOR 0.6
 AI6069'KM (0.35 MI) TO COUNTY HIGHWAY B, TURN RIGHT AND GO NORTH ON COUNTY
 AI6069'HIGHWAY B FOR 1.21 KM (0.75 MI) TO JANSEN DRIVE ON THE RIGHT, CONTINUE
 AI6069'NORTHWEST ON COUNTY HIGHWAY B FOR 0.2 KM (0.10 MI) TO THE STATION ON
 AI6069'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6069'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2K80
 AI6069'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6069'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI6069'STATION IS 10.2 M (33.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AI6069'COUNTY HIGHWAY B, 69 M (226.4 FT) NORTH-NORTHWEST OF A FIRE HYDRANT,
 AI6069'28.8 M (94.5 FT) SOUTH OF UTILITY POLE --70T 2961--, 27.8 M (91.2 FT)
 AI6069'SOUTHEAST OF UTILITY POLE --88-05666 40-4--, AND 0.9 M (3.0 FT)
 AI6069'NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI6069'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6069'HORIZON.
 AI6069
 AI6069                          STATION RECOVERY (2003)
 AI6069
 AI6069'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6069'RECOVERED IN GOOD CONDITION.  NOTE-- COUNTY HIGHWAY B IS ALSO NAMED
 AI6069'WILDWOOD ROAD.
 AI6069
 AI6069                          STATION RECOVERY (2006)
 AI6069
 AI6069'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6069'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M NORTHEAST,
 AI6069'1.0 M WEST, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6069
 AI6069                          STATION RECOVERY (2016)
 AI6069
 AI6069'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6069'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6155 ***********************************************************************
 AI6155  DESIGNATION -  2K81
 AI6155  PID         -  AI6155
 AI6155  STATE/COUNTY-  WI/WASHINGTON
 AI6155  COUNTRY     -  US
 AI6155  USGS QUAD   -  WEST BEND (2018)
 AI6155
 AI6155                         *CURRENT SURVEY CONTROL
 AI6155  ______________________________________________________________________
 AI6155* NAD 83(2011) POSITION- 43 25 39.00767(N) 088 12 28.05573(W)   ADJUSTED
 AI6155* NAD 83(2011) ELLIP HT-   262.869 (meters)        (06/27/12)   ADJUSTED
 AI6155* NAD 83(2011) EPOCH   -  2010.00
 AI6155* NAVD 88 ORTHO HEIGHT -   297.821 (meters)      977.10  (feet) ADJUSTED
 AI6155  ______________________________________________________________________
 AI6155  GEOID HEIGHT    -        -34.959 (meters)                     GEOID18
 AI6155  NAD 83(2011) X  -    145,103.349 (meters)                     COMP
 AI6155  NAD 83(2011) Y  - -4,637,354.396 (meters)                     COMP
 AI6155  NAD 83(2011) Z  -  4,362,296.333 (meters)                     COMP
 AI6155  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 AI6155  DYNAMIC HEIGHT  -        297.752 (meters)      976.87  (feet) COMP
 AI6155  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 AI6155
 AI6155  VERT ORDER      -  SECOND    CLASS I
 AI6155
 AI6155  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6155  Standards:
 AI6155         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6155            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6155  -------------------------------------------------------------------
 AI6155  NETWORK    0.68   0.71           0.32   0.21   0.36      0.07391738
 AI6155  -------------------------------------------------------------------
 AI6155  Click here for local accuracies and other accuracy information.
 AI6155
 AI6155.The horizontal coordinates were established by GPS observations
 AI6155.and adjusted by the National Geodetic Survey in June 2012.
 AI6155
 AI6155.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6155.been affixed to the stable North American tectonic plate. See 
 AI6155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6155
 AI6155.The horizontal coordinates are valid at the epoch date displayed above
 AI6155.which is a decimal equivalence of Year/Month/Day.
 AI6155
 AI6155.The orthometric height was determined by differential leveling and
 AI6155.adjusted by the NATIONAL GEODETIC SURVEY
 AI6155.in April 2017.
 AI6155
 AI6155.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6155.GEOID18 height accuracy estimate available here.
 AI6155
 AI6155.Click photographs - Photos may exist for this station.
 AI6155
 AI6155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6155
 AI6155.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6155
 AI6155.The ellipsoidal height was determined by GPS observations
 AI6155.and is referenced to NAD 83.
 AI6155
 AI6155.The dynamic height is computed by dividing the NAVD 88
 AI6155.geopotential number by the normal gravity value computed on the
 AI6155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6155.degrees latitude (g = 980.6199 gals.).
 AI6155
 AI6155.The modeled gravity was interpolated from observed gravity values.
 AI6155
 AI6155. The following values were computed from the NAD 83(2011) position.
 AI6155
 AI6155;                    North         East     Units Scale Factor Converg.
 AI6155;SPC WI S     -   160,141.187   745,100.097   MT  0.99993265   +1 13 53.2
 AI6155;SPC WI S     -   525,396.54  2,444,549.23   sFT  0.99993265   +1 13 53.2
 AI6155;UTM  16      - 4,808,998.344   402,239.604   MT  0.99971756   -0 49 49.2
 AI6155
 AI6155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6155!SPC WI S     -   0.99995878  x   0.99993265  =   0.99989143
 AI6155!UTM  16      -   0.99995878  x   0.99971756  =   0.99967635
 AI6155
 AI6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0223908998(NAD 83)
 AI6155
 AI6155                          SUPERSEDED SURVEY CONTROL
 AI6155
 AI6155  NAD 83(2007)-  43 25 39.00765(N)    088 12 28.05655(W) AD(2002.00) 0
 AI6155  ELLIP H (02/10/07)  262.905  (m)                       GP(2002.00)    
 AI6155  ELLIP H (11/17/00)  262.918  (m)                       GP(       ) 3 2
 AI6155  NAD 83(1997)-  43 25 39.00772(N)    088 12 28.05675(W) AD(       ) 1
 AI6155  ELLIP H (07/06/00)  262.918  (m)                       GP(       ) 2 1
 AI6155  NAVD 88 (05/08/12)  297.828  (m)          977.12   (f) SUPERSEDED  2 1
 AI6155  NAVD 88             297.80   (m)          977.0    (f) LEVELING    3  
 AI6155  NAVD 88 (04/20/07)  297.802  (m)          977.04   (f) SUPERSEDED  2 1
 AI6155  NAVD 88 (10/20/00)  297.774  (m)          976.95   (f) SUPERSEDED  2 1
 AI6155  NAVD 88 (07/06/00)  297.78   (m)  GEOID99  model used  GPS OBS        
 AI6155
 AI6155.Superseded values are not recommended for survey control.
 AI6155
 AI6155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6155.See file dsdata.pdf to determine how the superseded data were derived.
 AI6155
 AI6155_MARKER: DD = SURVEY DISK
 AI6155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6155_STAMPING: 2K81 1999
 AI6155_MARK LOGO: WIDT
 AI6155_PROJECTION: FLUSH
 AI6155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6155+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AI6155
 AI6155  HISTORY     - Date     Condition        Report By
 AI6155  HISTORY     - 1999     MONUMENTED       WIDT
 AI6155  HISTORY     - 20031121 GOOD             USPSQD
 AI6155  HISTORY     - 20060530 GOOD             WIDT
 AI6155  HISTORY     - 20110710 GOOD             WOOLPT
 AI6155  HISTORY     - 20161005 GOOD             WIDT
 AI6155
 AI6155                          STATION DESCRIPTION
 AI6155
 AI6155'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6155'THE STATION IS LOCATED IN WEST BEND.  OWNERSHIP--WISCONSIN DEPARTMENT
 AI6155'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US
 AI6155'HIGHWAY 45 WITH STATE HIGHWAY 33 (WASHINGTON STREET) IN THE CITY OF
 AI6155'WEST BEND, GO NORTH ON THE NORTH BOUND ON RAMP TO US HIGHWAY 45 FOR 40
 AI6155'M (131.2 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6155'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6155'DISK STAMPED --2K81 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6155'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT)
 AI6155'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 21.2 M (69.6 FT) NORTH OF
 AI6155'THE NORTH CURB OF THE TWO EAST BOUND LANES OF STATE HIGHWAY 33, 34.7 M
 AI6155'(113.8 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH
 AI6155'ABUTMENT OF BRIDGE OVER STATE HIGHWAY 33, 18.6 M (61.0 FT) WEST OF THE
 AI6155'EDGE OF PAVEMENT OF THE STATE HIGHWAY 33 NORTH BOUND ON RAMP TO US
 AI6155'HIGHWAY 45, 18.3 M (60.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF A
 AI6155'DRAINAGE INLET, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 AI6155'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI6155'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6155
 AI6155                          STATION RECOVERY (2003)
 AI6155
 AI6155'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6155'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 60 FEET
 AI6155'NORTHWEST OF A TRAFFIC LIGHT AND 24 FEET NORTH OF A CHAIN LINK FENCE.
 AI6155'
 AI6155'CORRECTION IN THE 1999 DESCRIPTION.  THE STATION IS 69.6 FEET NORTH OF
 AI6155'THE NORTH CURB OF THE TWO WEST (NOT EAST) BOUND LANES.
 AI6155
 AI6155                          STATION RECOVERY (2006)
 AI6155
 AI6155'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6155'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 AI6155'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6155
 AI6155                          STATION RECOVERY (2011)
 AI6155
 AI6155'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JKN)
 AI6155'RECOVERED IN GOOD CONDITION.
 AI6155
 AI6155                          STATION RECOVERY (2016)
 AI6155
 AI6155'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6155'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6156 ***********************************************************************
 AI6156  DESIGNATION -  2K82
 AI6156  PID         -  AI6156
 AI6156  STATE/COUNTY-  WI/WASHINGTON
 AI6156  COUNTRY     -  US
 AI6156  USGS QUAD   -  WEST BEND (2018)
 AI6156
 AI6156                         *CURRENT SURVEY CONTROL
 AI6156  ______________________________________________________________________
 AI6156* NAD 83(1986) POSITION- 43 25 21.64   (N) 088 11 48.97   (W)   HD_HELD1
 AI6156* NAVD 88 ORTHO HEIGHT -   284.353 (meters)      932.91  (feet) ADJUSTED
 AI6156  ______________________________________________________________________
 AI6156  GEOID HEIGHT    -        -34.963 (meters)                     GEOID18
 AI6156  DYNAMIC HEIGHT  -        284.288 (meters)      932.70  (feet) COMP
 AI6156  MODELED GRAVITY -    980,382.2   (mgal)                       NAVD 88
 AI6156
 AI6156  VERT ORDER      -  SECOND    CLASS I
 AI6156
 AI6156.The horizontal coordinates were determined by differentially corrected
 AI6156.hand held GPS observations or other comparable positioning techniques
 AI6156.and have an estimated accuracy of +/- 3 meters.
 AI6156
 AI6156.The orthometric height was determined by differential leveling and
 AI6156.adjusted by the WI DEPT OF TRANSP
 AI6156.in May 2012.
 AI6156
 AI6156.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6156.GEOID18 height accuracy estimate available here.
 AI6156
 AI6156.Click photographs - Photos may exist for this station.
 AI6156
 AI6156.The dynamic height is computed by dividing the NAVD 88
 AI6156.geopotential number by the normal gravity value computed on the
 AI6156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6156.degrees latitude (g = 980.6199 gals.).
 AI6156
 AI6156.The modeled gravity was interpolated from observed gravity values.
 AI6156
 AI6156;                    North         East    Units  Estimated Accuracy
 AI6156;SPC WI S     -   159,624.3     745,990.6     MT  (+/- 3 meters HH1 GPS) 
 AI6156
 AI6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0311008449(NAD 83)
 AI6156
 AI6156                          SUPERSEDED SURVEY CONTROL
 AI6156
 AI6156  NAVD 88 (04/20/07)  284.327  (m)          932.83   (f) SUPERSEDED  2 1
 AI6156  NAVD 88 (10/20/00)  284.298  (m)          932.73   (f) SUPERSEDED  2 1
 AI6156
 AI6156.Superseded values are not recommended for survey control.
 AI6156
 AI6156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6156.See file dsdata.pdf to determine how the superseded data were derived.
 AI6156
 AI6156_MARKER: DD = SURVEY DISK
 AI6156_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI6156_SP_SET: POURED IN PLACE BRIDGE
 AI6156_STAMPING: 2K82 1999
 AI6156_MARK LOGO: WIDT
 AI6156_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6156+STABILITY: SURFACE MOTION
 AI6156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6156+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AI6156
 AI6156  HISTORY     - Date     Condition        Report By
 AI6156  HISTORY     - 1999     MONUMENTED       WIDT
 AI6156  HISTORY     - 20031121 GOOD             USPSQD
 AI6156  HISTORY     - 20060522 GOOD             WIDT
 AI6156  HISTORY     - 20100814 GOOD             GEOCAC
 AI6156  HISTORY     - 20161005 GOOD             WIDT
 AI6156
 AI6156                          STATION DESCRIPTION
 AI6156
 AI6156'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6156'THE STATION IS LOCATED IN WEST BEND.  OWNERSHIP--CITY OF WEST BEND. TO
 AI6156'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 AI6156'HIGHWAY 33 (WASHINGTON STREET) IN THE CITY OF WEST BEND, GO EAST ON
 AI6156'STATE HIGHWAY 33 (WASHINGTON STREET) 0.89 KM (0.55 MI) TO MEADOWBROOK
 AI6156'ROAD AND 15TH AVENUE (RIGHT) , TURN RIGHT AND GO SOUTH ON 15TH AVENUE
 AI6156'FOR 0.5 KM (0.30 MI) TO A BRIDGE OVER SILVER CREEK AND THE STATION ON
 AI6156'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6156'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2K82
 AI6156'1999-- AND SET IN THE TOP OF A SMALL POURED-IN-PLACE BRIDGE FLUSH WITH
 AI6156'THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.7
 AI6156'M (31.8 FT) WEST OF THE CENTERLINE OF 15TH AVENUE, 28.0 M (91.9 FT)
 AI6156'NORTHWEST OF A FIRE HYDRANT, 26.1 M (85.6 FT) NORTH OF THE CENTERLINE
 AI6156'OF WALNUT STREET, 0.9 M (3.0 FT) WEST OF THE EDGE OF A CONCRETE
 AI6156'SIDEWALK, AND 0.3 M (1.0 FT) NORTH A METAL POST FOR THE BRIDGE
 AI6156'HANDRAIL.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI6156'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE IN THE
 AI6156'NORTH QUADRANT EXTENDING TO 25 DEGREES, AND TREES IN THE SOUTH AND
 AI6156'SOUTHWEST QUADRANTS EXTENDING TO 30 DEGREES.
 AI6156
 AI6156                          STATION RECOVERY (2003)
 AI6156
 AI6156'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6156'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE NORTH END OF
 AI6156'THE WESTERN BRIDGE HEADWALL.
 AI6156
 AI6156                          STATION RECOVERY (2006)
 AI6156
 AI6156'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6156'RECOVERED IN GOOD CONDITION.
 AI6156
 AI6156                          STATION RECOVERY (2010)
 AI6156
 AI6156'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI6156'RECOVERED IN GOOD CONDITION.
 AI6156
 AI6156                          STATION RECOVERY (2016)
 AI6156
 AI6156'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6156'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6157 ***********************************************************************
 AI6157  DESIGNATION -  2K83
 AI6157  PID         -  AI6157
 AI6157  STATE/COUNTY-  WI/WASHINGTON
 AI6157  COUNTRY     -  US
 AI6157  USGS QUAD   -  WEST BEND (2018)
 AI6157
 AI6157                         *CURRENT SURVEY CONTROL
 AI6157  ______________________________________________________________________
 AI6157* NAD 83(1986) POSITION- 43 25 12.14   (N) 088 10 26.37   (W)   HD_HELD1
 AI6157* NAVD 88 ORTHO HEIGHT -   270.200 (meters)      886.48  (feet) ADJUSTED
 AI6157  ______________________________________________________________________
 AI6157  GEOID HEIGHT    -        -34.982 (meters)                     GEOID18
 AI6157  DYNAMIC HEIGHT  -        270.138 (meters)      886.28  (feet) COMP
 AI6157  MODELED GRAVITY -    980,384.0   (mgal)                       NAVD 88
 AI6157
 AI6157  VERT ORDER      -  SECOND    CLASS I
 AI6157
 AI6157.The horizontal coordinates were determined by differentially corrected
 AI6157.hand held GPS observations or other comparable positioning techniques
 AI6157.and have an estimated accuracy of +/- 3 meters.
 AI6157
 AI6157.The orthometric height was determined by differential leveling and
 AI6157.adjusted by the NATIONAL GEODETIC SURVEY
 AI6157.in April 2017.
 AI6157
 AI6157.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6157.GEOID18 height accuracy estimate available here.
 AI6157
 AI6157.Click photographs - Photos may exist for this station.
 AI6157
 AI6157.The dynamic height is computed by dividing the NAVD 88
 AI6157.geopotential number by the normal gravity value computed on the
 AI6157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6157.degrees latitude (g = 980.6199 gals.).
 AI6157
 AI6157.The modeled gravity was interpolated from observed gravity values.
 AI6157
 AI6157;                    North         East    Units  Estimated Accuracy
 AI6157;SPC WI S     -   159,371.6     747,854.5     MT  (+/- 3 meters HH1 GPS) 
 AI6157
 AI6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0496308130(NAD 83)
 AI6157
 AI6157                          SUPERSEDED SURVEY CONTROL
 AI6157
 AI6157  NAVD 88 (05/08/12)  270.239  (m)          886.61   (f) SUPERSEDED  2 1
 AI6157  NAVD 88 (04/20/07)  270.213  (m)          886.52   (f) SUPERSEDED  2 1
 AI6157  NAVD 88 (10/20/00)  270.183  (m)          886.43   (f) SUPERSEDED  2 1
 AI6157
 AI6157.Superseded values are not recommended for survey control.
 AI6157
 AI6157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6157.See file dsdata.pdf to determine how the superseded data were derived.
 AI6157
 AI6157_MARKER: DD = SURVEY DISK
 AI6157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6157_STAMPING: 2K83 1999
 AI6157_MARK LOGO: WIDT
 AI6157_PROJECTION: FLUSH
 AI6157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6157+STABILITY: SURFACE MOTION
 AI6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6157+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AI6157
 AI6157  HISTORY     - Date     Condition        Report By
 AI6157  HISTORY     - 1999     MONUMENTED       WIDT
 AI6157  HISTORY     - 20031121 GOOD             USPSQD
 AI6157  HISTORY     - 20060522 GOOD             WIDT
 AI6157  HISTORY     - 20101101 GOOD             JCLS
 AI6157  HISTORY     - 20161005 GOOD             WIDT
 AI6157
 AI6157                          STATION DESCRIPTION
 AI6157
 AI6157'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6157'THE STATION IS LOCATED IN WEST BEND.  OWNERSHIP--CITY OF WEST BEND. TO
 AI6157'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 AI6157'HIGHWAY 33 (WASHINGTON STREET) IN THE CITY OF WEST BEND, GO EAST ON
 AI6157'STATE HIGHWAY 33 (WASHINGTON STREET) FOR 2.6 KM (1.60 MI) TO INDIANA
 AI6157'AVENUE, TURN RIGHT AND GO SOUTH ON INDIANA AVENUE FOR 0.6 KM (0.35 MI)
 AI6157'TO THE RIVER SIDE PARK ENTRANCE ON THE LEFT, TURN LEFT AND GO EAST ON
 AI6157'THE PARK ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO THE STATION ON THE
 AI6157'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6157'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2K83 1999-- AND SET IN
 AI6157'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6157'GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 19.4 M
 AI6157'(63.6 FT) NORTH OF THE CENTERLINE OF THE PARK ENTRANCE ROAD, 12.9 M
 AI6157'(42.3 FT) NORTH OF THE CENTER OF A 0.05 M (0.16 FT) DIAMETER OAK TREE,
 AI6157'9.2 M (30.2 FT) SOUTH OF AN EAST/WEST CHAIN LINK FENCE, AND 4.5 M
 AI6157'(14.8 FT) WEST OF THE EDGE OF PAVEMENT OF THE PARKING LOT.
 AI6157'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6157'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6157
 AI6157                          STATION RECOVERY (2003)
 AI6157
 AI6157'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6157'RECOVERED IN GOOD CONDITION.
 AI6157
 AI6157                          STATION RECOVERY (2006)
 AI6157
 AI6157'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6157'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3.8 M WEST OF A
 AI6157'SPLIT-CEDAR FENCE.
 AI6157
 AI6157                          STATION RECOVERY (2010)
 AI6157
 AI6157'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 AI6157'RECOVERED IN GOOD CONDITION.
 AI6157
 AI6157                          STATION RECOVERY (2016)
 AI6157
 AI6157'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6157'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7469 ***********************************************************************
 DE7469  DESIGNATION -  2L01
 DE7469  PID         -  DE7469
 DE7469  STATE/COUNTY-  WI/WASHINGTON
 DE7469  COUNTRY     -  US
 DE7469  USGS QUAD   -  NEWBURG (2018)
 DE7469
 DE7469                         *CURRENT SURVEY CONTROL
 DE7469  ______________________________________________________________________
 DE7469* NAD 83(1986) POSITION- 43 25 36.40   (N) 088 06 58.35   (W)   HD_HELD1
 DE7469* NAVD 88 ORTHO HEIGHT -   262.538 (meters)      861.34  (feet) ADJUSTED
 DE7469  ______________________________________________________________________
 DE7469  GEOID HEIGHT    -        -35.038 (meters)                     GEOID18
 DE7469  DYNAMIC HEIGHT  -        262.480 (meters)      861.15  (feet) COMP
 DE7469  MODELED GRAVITY -    980,390.9   (mgal)                       NAVD 88
 DE7469
 DE7469  VERT ORDER      -  SECOND    CLASS I
 DE7469
 DE7469.The horizontal coordinates were determined by differentially corrected
 DE7469.hand held GPS observations or other comparable positioning techniques
 DE7469.and have an estimated accuracy of +/- 3 meters.
 DE7469
 DE7469.The orthometric height was determined by differential leveling and
 DE7469.adjusted by the NATIONAL GEODETIC SURVEY
 DE7469.in April 2017.
 DE7469
 DE7469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7469.GEOID18 height accuracy estimate available here.
 DE7469
 DE7469.Click photographs - Photos may exist for this station.
 DE7469
 DE7469.The dynamic height is computed by dividing the NAVD 88
 DE7469.geopotential number by the normal gravity value computed on the
 DE7469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7469.degrees latitude (g = 980.6199 gals.).
 DE7469
 DE7469.The modeled gravity was interpolated from observed gravity values.
 DE7469
 DE7469;                    North         East    Units  Estimated Accuracy
 DE7469;SPC WI S     -   160,224.2     752,515.6     MT  (+/- 3 meters HH1 GPS) 
 DE7469
 DE7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0965108814(NAD 83)
 DE7469
 DE7469                          SUPERSEDED SURVEY CONTROL
 DE7469
 DE7469  NAVD 88 (05/08/12)  262.555  (m)          861.40   (f) SUPERSEDED  2 1
 DE7469  NAVD 88 (04/20/07)  262.530  (m)          861.32   (f) SUPERSEDED  2 1
 DE7469  NAVD 88 (05/16/03)  262.504  (m)          861.23   (f) SUPERSEDED  2 1
 DE7469
 DE7469.Superseded values are not recommended for survey control.
 DE7469
 DE7469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7469.See file dsdata.pdf to determine how the superseded data were derived.
 DE7469
 DE7469_MARKER: DD = SURVEY DISK
 DE7469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7469_STAMPING: 2L01 2001
 DE7469_MARK LOGO: WIDT
 DE7469_PROJECTION: FLUSH
 DE7469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7469+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 DE7469
 DE7469  HISTORY     - Date     Condition        Report By
 DE7469  HISTORY     - 2000     MONUMENTED       WIDT
 DE7469  HISTORY     - 20031121 GOOD             USPSQD
 DE7469  HISTORY     - 20060523 GOOD             WIDT
 DE7469  HISTORY     - 20161005 GOOD             WIDT
 DE7469
 DE7469                          STATION DESCRIPTION
 DE7469
 DE7469'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7469'THE STATION IS LOCATED ABOUT 19 KM WEST-NORTHWEST OF PORT WASHINGTON
 DE7469'AND 5 KM EAST OF WEST BEND.  OWNERSHIP--TOWN OF TRENTON.  TO REACH
 DE7469'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WEST AND STATE
 DE7469'HIGHWAY 144 SOUTH WITH STATE HIGHWAY 33 EAST AND STATE HIGHWAY 144
 DE7469'NORTH AT THE INTERSECTION OF WASHINGTON STREET AND 7TH AVENUE IN THE
 DE7469'CITY OF WEST BEND, GO EAST ON STATE HIGHWAY 33 (WASHINGTON STREET)
 DE7469'FOR 5.5 KM TO OAK ROAD AND THE STATION ON THE LEFT.  THE STATION IS A
 DE7469'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7469'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7469'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DE7469'IS 7.3 M EAST OF THE CENTERLINE OF OAK ROAD, 50.3 M NORTH OF THE
 DE7469'CENTERLINE OF STATE HIGHWAY 33, 19.8 M NORTHEAST OF POWER POLE
 DE7469'--83-02685 40-5--, 2 M WEST OF A CULTIVATED FIELD, AND 0.8 M WEST OF
 DE7469'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7469'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DE7469
 DE7469                          STATION RECOVERY (2003)
 DE7469
 DE7469'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7469'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 21 FEET NORTH OF A
 DE7469'--SPEED LIMIT 45-- SIGN POST.
 DE7469
 DE7469                          STATION RECOVERY (2006)
 DE7469
 DE7469'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7469'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M WEST, 1.0 M
 DE7469'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7469
 DE7469                          STATION RECOVERY (2016)
 DE7469
 DE7469'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DE7469'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7470 ***********************************************************************
 DE7470  DESIGNATION -  2L02
 DE7470  PID         -  DE7470
 DE7470  STATE/COUNTY-  WI/WASHINGTON
 DE7470  COUNTRY     -  US
 DE7470  USGS QUAD   -  NEWBURG (2018)
 DE7470
 DE7470                         *CURRENT SURVEY CONTROL
 DE7470  ______________________________________________________________________
 DE7470* NAD 83(1986) POSITION- 43 25 33.08   (N) 088 05 24.55   (W)   HD_HELD1
 DE7470* NAVD 88 ORTHO HEIGHT -   264.855 (meters)      868.95  (feet) ADJUSTED
 DE7470  ______________________________________________________________________
 DE7470  GEOID HEIGHT    -        -35.060 (meters)                     GEOID18
 DE7470  DYNAMIC HEIGHT  -        264.796 (meters)      868.75  (feet) COMP
 DE7470  MODELED GRAVITY -    980,391.8   (mgal)                       NAVD 88
 DE7470
 DE7470  VERT ORDER      -  SECOND    CLASS I
 DE7470
 DE7470.The horizontal coordinates were determined by differentially corrected
 DE7470.hand held GPS observations or other comparable positioning techniques
 DE7470.and have an estimated accuracy of +/- 3 meters.
 DE7470
 DE7470.The orthometric height was determined by differential leveling and
 DE7470.adjusted by the WI DEPT OF TRANSP
 DE7470.in May 2012.
 DE7470
 DE7470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7470.GEOID18 height accuracy estimate available here.
 DE7470
 DE7470.Click photographs - Photos may exist for this station.
 DE7470
 DE7470.The dynamic height is computed by dividing the NAVD 88
 DE7470.geopotential number by the normal gravity value computed on the
 DE7470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7470.degrees latitude (g = 980.6199 gals.).
 DE7470
 DE7470.The modeled gravity was interpolated from observed gravity values.
 DE7470
 DE7470;                    North         East    Units  Estimated Accuracy
 DE7470;SPC WI S     -   160,169.7     754,627.0     MT  (+/- 3 meters HH1 GPS) 
 DE7470
 DE7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1175908684(NAD 83)
 DE7470
 DE7470                          SUPERSEDED SURVEY CONTROL
 DE7470
 DE7470  NAVD 88 (04/20/07)  264.831  (m)          868.87   (f) SUPERSEDED  2 1
 DE7470  NAVD 88 (05/16/03)  264.809  (m)          868.79   (f) SUPERSEDED  2 1
 DE7470
 DE7470.Superseded values are not recommended for survey control.
 DE7470
 DE7470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7470.See file dsdata.pdf to determine how the superseded data were derived.
 DE7470
 DE7470_MARKER: DD = SURVEY DISK
 DE7470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7470_STAMPING: 2L02 2001
 DE7470_MARK LOGO: WIDT
 DE7470_PROJECTION: FLUSH
 DE7470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7470+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 DE7470
 DE7470  HISTORY     - Date     Condition        Report By
 DE7470  HISTORY     - 2000     MONUMENTED       WIDT
 DE7470  HISTORY     - 20031121 GOOD             USPSQD
 DE7470  HISTORY     - 20060523 GOOD             WIDT
 DE7470  HISTORY     - 20161005 GOOD             WIDT
 DE7470
 DE7470                          STATION DESCRIPTION
 DE7470
 DE7470'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7470'THE STATION IS LOCATED ABOUT 18 KM WEST-NORTHWEST OF PORT WASHINGTON
 DE7470'AND 8 KM EAST OF WEST BEND.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7470'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7470'HIGHWAY 33 WEST AND STATE HIGHWAY 144 SOUTH WITH STATE HIGHWAY 33
 DE7470'EAST AND STATE HIGHWAY 144 NORTH AT THE INTERSECTION OF WASHINGTON
 DE7470'STREET AND 7TH AVENUE IN THE CITY OF WEST BEND, GO EAST ON STATE
 DE7470'HIGHWAY 33 EAST (WASHINGTON STREET) FOR 7.5 KM TO POPULAR ROAD,
 DE7470'CONTINUE EAST ON STATE HIGHWAY 33 FOR 0.1 KM TO THE STATION ON THE
 DE7470'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7470'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7470'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7470'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 14.8 M SOUTH OF THE
 DE7470'CENTERLINE OF STATE HIGHWAY 33, 46 M WEST OF THE EAST ENTRANCE TO
 DE7470'TRENTON TOWN HALL, 45 M EAST OF THE WEST ENTRANCE TO TRENTON TOWN
 DE7470'HALL, AND 16.6 M NORTHWEST OF THE NORTH WOOD POST FOR A --TOWN OF
 DE7470'TRENTON-- SIGN.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7470'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DE7470
 DE7470                          STATION RECOVERY (2003)
 DE7470
 DE7470'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7470'RECOVERED IN GOOD CONDITION.
 DE7470
 DE7470                          STATION RECOVERY (2006)
 DE7470
 DE7470'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7470'RECOVERED IN GOOD CONDITION.
 DE7470
 DE7470                          STATION RECOVERY (2016)
 DE7470
 DE7470'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DE7470'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7471 ***********************************************************************
 DE7471  DESIGNATION -  2L03
 DE7471  PID         -  DE7471
 DE7471  STATE/COUNTY-  WI/WASHINGTON
 DE7471  COUNTRY     -  US
 DE7471  USGS QUAD   -  NEWBURG (2018)
 DE7471
 DE7471                         *CURRENT SURVEY CONTROL
 DE7471  ______________________________________________________________________
 DE7471* NAD 83(1986) POSITION- 43 25 22.86   (N) 088 04 10.82   (W)   HD_HELD1
 DE7471* NAVD 88 ORTHO HEIGHT -   267.446 (meters)      877.45  (feet) ADJUSTED
 DE7471  ______________________________________________________________________
 DE7471  GEOID HEIGHT    -        -35.077 (meters)                     GEOID18
 DE7471  DYNAMIC HEIGHT  -        267.387 (meters)      877.25  (feet) COMP
 DE7471  MODELED GRAVITY -    980,391.8   (mgal)                       NAVD 88
 DE7471
 DE7471  VERT ORDER      -  SECOND    CLASS I
 DE7471
 DE7471.The horizontal coordinates were determined by differentially corrected
 DE7471.hand held GPS observations or other comparable positioning techniques
 DE7471.and have an estimated accuracy of +/- 3 meters.
 DE7471
 DE7471.The orthometric height was determined by differential leveling and
 DE7471.adjusted by the WI DEPT OF TRANSP
 DE7471.in May 2012.
 DE7471
 DE7471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7471.GEOID18 height accuracy estimate available here.
 DE7471
 DE7471.Click photographs - Photos may exist for this station.
 DE7471
 DE7471.The dynamic height is computed by dividing the NAVD 88
 DE7471.geopotential number by the normal gravity value computed on the
 DE7471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7471.degrees latitude (g = 980.6199 gals.).
 DE7471
 DE7471.The modeled gravity was interpolated from observed gravity values.
 DE7471
 DE7471;                    North         East    Units  Estimated Accuracy
 DE7471;SPC WI S     -   159,892.6     756,292.2     MT  (+/- 3 meters HH1 GPS) 
 DE7471
 DE7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1341208347(NAD 83)
 DE7471
 DE7471                          SUPERSEDED SURVEY CONTROL
 DE7471
 DE7471  NAVD 88 (04/20/07)  267.422  (m)          877.37   (f) SUPERSEDED  2 1
 DE7471  NAVD 88 (05/16/03)  267.404  (m)          877.31   (f) SUPERSEDED  2 1
 DE7471
 DE7471.Superseded values are not recommended for survey control.
 DE7471
 DE7471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7471.See file dsdata.pdf to determine how the superseded data were derived.
 DE7471
 DE7471_MARKER: DD = SURVEY DISK
 DE7471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7471_STAMPING: 2L03 2001
 DE7471_MARK LOGO: WIDT
 DE7471_PROJECTION: FLUSH
 DE7471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7471+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 DE7471
 DE7471  HISTORY     - Date     Condition        Report By
 DE7471  HISTORY     - 2000     MONUMENTED       WIDT
 DE7471  HISTORY     - 20031121 GOOD             USPSQD
 DE7471  HISTORY     - 20060530 GOOD             WIDT
 DE7471  HISTORY     - 20161005 GOOD             WIDT
 DE7471
 DE7471                          STATION DESCRIPTION
 DE7471
 DE7471'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7471'THE STATION IS LOCATED ABOUT 9 KM EAST OF WEST BEND AND 2 KM
 DE7471'SOUTHWEST OF NEWBURG.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7471'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7471'HIGHWAY 33 WEST AND STATE HIGHWAY 144 SOUTH WITH STATE HIGHWAY 33
 DE7471'EAST AND STATE HIGHWAY 144 NORTH AT THE INTERSECTION OF WASHINGTON
 DE7471'STREET AND 7TH AVENUE IN THE CITY OF WEST BEND, GO EAST ON STATE
 DE7471'HIGHWAY 33 (WASHINGTON STREET) FOR 8.8 KM TO RIVERVIEW ROAD ON THE
 DE7471'RIGHT, CONTINUE EAST ON STATE HIGHWAY 33 FOR 0.5 KM TO THE STATION ON
 DE7471'THE RIGHT.  THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7471'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7471'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M ABOVE
 DE7471'THE HIGHWAY PAVEMENT.  THE STATION IS 12.2 M SOUTH OF THE CENTERLINE
 DE7471'OF STATE HIGHWAY 33, 38 M EAST OF THE EXTENDED CENTERLINE OF PRIVATE
 DE7471'ENTRANCE --660--, 35.6 M SOUTHWEST OF POWER POLE --83-00273 40-5--, 2
 DE7471'M NORTH OF A CULTIVATED FIELD, AND 0.3 M NORTH OF A WHITE PLASTIC
 DE7471'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7471'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DE7471
 DE7471                          STATION RECOVERY (2003)
 DE7471
 DE7471'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7471'RECOVERED IN GOOD CONDITION.
 DE7471
 DE7471                          STATION RECOVERY (2006)
 DE7471
 DE7471'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7471'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M NORTH, 1.0 M
 DE7471'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7471
 DE7471                          STATION RECOVERY (2016)
 DE7471
 DE7471'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DE7471'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7473 ***********************************************************************
 DE7473  DESIGNATION -  2L04
 DE7473  PID         -  DE7473
 DE7473  STATE/COUNTY-  WI/OZAUKEE
 DE7473  COUNTRY     -  US
 DE7473  USGS QUAD   -  NEWBURG (2018)
 DE7473
 DE7473                         *CURRENT SURVEY CONTROL
 DE7473  ______________________________________________________________________
 DE7473* NAD 83(1986) POSITION- 43 25 15.74   (N) 088 01 38.00   (W)   HD_HELD1
 DE7473* NAVD 88 ORTHO HEIGHT -   277.086 (meters)      909.07  (feet) ADJUSTED
 DE7473  ______________________________________________________________________
 DE7473  GEOID HEIGHT    -        -35.125 (meters)                     GEOID18
 DE7473  DYNAMIC HEIGHT  -        277.025 (meters)      908.87  (feet) COMP
 DE7473  MODELED GRAVITY -    980,391.5   (mgal)                       NAVD 88
 DE7473
 DE7473  VERT ORDER      -  SECOND    CLASS I
 DE7473
 DE7473.The horizontal coordinates were determined by differentially corrected
 DE7473.hand held GPS observations or other comparable positioning techniques
 DE7473.and have an estimated accuracy of +/- 3 meters.
 DE7473
 DE7473.The orthometric height was determined by differential leveling and
 DE7473.adjusted by the WI DEPT OF TRANSP
 DE7473.in May 2012.
 DE7473
 DE7473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7473.GEOID18 height accuracy estimate available here.
 DE7473
 DE7473.Click photographs - Photos may exist for this station.
 DE7473
 DE7473.The dynamic height is computed by dividing the NAVD 88
 DE7473.geopotential number by the normal gravity value computed on the
 DE7473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7473.degrees latitude (g = 980.6199 gals.).
 DE7473
 DE7473.The modeled gravity was interpolated from observed gravity values.
 DE7473
 DE7473;                    North         East    Units  Estimated Accuracy
 DE7473;SPC WI S     -   159,753.4     759,733.8     MT  (+/- 3 meters HH1 GPS) 
 DE7473
 DE7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1684608084(NAD 83)
 DE7473
 DE7473                          SUPERSEDED SURVEY CONTROL
 DE7473
 DE7473  NAVD 88 (04/20/07)  277.064  (m)          909.00   (f) SUPERSEDED  2 1
 DE7473  NAVD 88 (05/16/03)  277.055  (m)          908.97   (f) SUPERSEDED  2 1
 DE7473
 DE7473.Superseded values are not recommended for survey control.
 DE7473
 DE7473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7473.See file dsdata.pdf to determine how the superseded data were derived.
 DE7473
 DE7473_MARKER: DD = SURVEY DISK
 DE7473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7473_STAMPING: 2L04 2001
 DE7473_MARK LOGO: WIDT
 DE7473_PROJECTION: FLUSH
 DE7473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7473+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 DE7473
 DE7473  HISTORY     - Date     Condition        Report By
 DE7473  HISTORY     - 2000     MONUMENTED       WIDT
 DE7473  HISTORY     - 20031121 GOOD             USPSQD
 DE7473  HISTORY     - 20060524 GOOD             WIDT
 DE7473
 DE7473                          STATION DESCRIPTION
 DE7473
 DE7473'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7473'THE STATION IS LOCATED ABOUT 16 KM EAST OF WEST BEND AND 13 KM
 DE7473'NORTHWEST OF GRAFTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7473'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DE7473'HIGHWAY 43 WITH STATE HIGHWAY 33 IN THE VILLAGE OF SAUKVILLE, GO
 DE7473'NORTHWEST ON STATE HIGHWAY 33 FOR 8.7 KM TO BLUE GOOSE ROAD, CONTINUE
 DE7473'NORTHWEST ON STATE HIGHWAY 33 FOR 0.7 KM TO THE STATION ON THE RIGHT.
 DE7473'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7473'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7473'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7473'THE HIGHWAY PAVEMENT.  THE STATION IS 16.0 M NORTHEAST OF THE
 DE7473'CENTERLINE OF STATE HIGHWAY 33, 39.2 M NORTHWEST OF POWER POLE
 DE7473'--88-00470 30-4--, 26 M NORTH OF THE EXTENDED CENTERLINE OF PRIVATE
 DE7473'ENTRANCE --3221--, 18 M SOUTHEAST OF THE CENTERLINE OF A FIELD
 DE7473'ENTRANCE, 5 M SOUTHWEST OF A CULTIVATED FIELD, AND 0.5 M SOUTHWEST OF
 DE7473'A WHITE PLASTIC WITNESS POST.  ---NOTE ---THIS STATION HAS NO VISIBLE
 DE7473'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7473'EXCEPT FOR TREES TO THE NORTHWEST EXTENDING TO 20 DEGREES.
 DE7473
 DE7473                          STATION RECOVERY (2003)
 DE7473
 DE7473'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7473'RECOVERED IN GOOD CONDITION.
 DE7473
 DE7473                          STATION RECOVERY (2006)
 DE7473
 DE7473'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7473'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M SOUTHWEST,
 DE7473'1.0 M EAST, AND 1.0 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7474 ***********************************************************************
 DE7474  DESIGNATION -  2L05
 DE7474  PID         -  DE7474
 DE7474  STATE/COUNTY-  WI/OZAUKEE
 DE7474  COUNTRY     -  US
 DE7474  USGS QUAD   -  NEWBURG (2018)
 DE7474
 DE7474                         *CURRENT SURVEY CONTROL
 DE7474  ______________________________________________________________________
 DE7474* NAD 83(1986) POSITION- 43 24 32.31   (N) 088 00 14.88   (W)   HD_HELD1
 DE7474* NAVD 88 ORTHO HEIGHT -   272.152 (meters)      892.89  (feet) ADJUSTED
 DE7474  ______________________________________________________________________
 DE7474  GEOID HEIGHT    -        -35.146 (meters)                     GEOID18
 DE7474  DYNAMIC HEIGHT  -        272.091 (meters)      892.69  (feet) COMP
 DE7474  MODELED GRAVITY -    980,390.6   (mgal)                       NAVD 88
 DE7474
 DE7474  VERT ORDER      -  SECOND    CLASS I
 DE7474
 DE7474.The horizontal coordinates were determined by differentially corrected
 DE7474.hand held GPS observations or other comparable positioning techniques
 DE7474.and have an estimated accuracy of +/- 3 meters.
 DE7474
 DE7474.The orthometric height was determined by differential leveling and
 DE7474.adjusted by the WI DEPT OF TRANSP
 DE7474.in May 2012.
 DE7474
 DE7474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7474.GEOID18 height accuracy estimate available here.
 DE7474
 DE7474.Click photographs - Photos may exist for this station.
 DE7474
 DE7474.The dynamic height is computed by dividing the NAVD 88
 DE7474.geopotential number by the normal gravity value computed on the
 DE7474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7474.degrees latitude (g = 980.6199 gals.).
 DE7474
 DE7474.The modeled gravity was interpolated from observed gravity values.
 DE7474
 DE7474;                    North         East    Units  Estimated Accuracy
 DE7474;SPC WI S     -   158,458.0     761,635.0     MT  (+/- 3 meters HH1 GPS) 
 DE7474
 DE7474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1869906722(NAD 83)
 DE7474
 DE7474                          SUPERSEDED SURVEY CONTROL
 DE7474
 DE7474  NAVD 88 (04/20/07)  272.129  (m)          892.81   (f) SUPERSEDED  2 1
 DE7474  NAVD 88 (05/16/03)  272.125  (m)          892.80   (f) SUPERSEDED  2 1
 DE7474
 DE7474.Superseded values are not recommended for survey control.
 DE7474
 DE7474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7474.See file dsdata.pdf to determine how the superseded data were derived.
 DE7474
 DE7474_MARKER: DD = SURVEY DISK
 DE7474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7474_STAMPING: 2L05 2001
 DE7474_MARK LOGO: WIDT
 DE7474_PROJECTION: FLUSH
 DE7474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7474+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 DE7474
 DE7474  HISTORY     - Date     Condition        Report By
 DE7474  HISTORY     - 2000     MONUMENTED       WIDT
 DE7474  HISTORY     - 20031121 GOOD             USPSQD
 DE7474  HISTORY     - 20060524 GOOD             WIDT
 DE7474
 DE7474                          STATION DESCRIPTION
 DE7474
 DE7474'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7474'THE STATION IS LOCATED ABOUT 14 KM EAST OF WEST BEND AND 11 KM WEST
 DE7474'OF PORT WASHINGTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7474'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DE7474'HIGHWAY 43 WITH STATE HIGHWAY 33 IN THE VILLAGE OF SAUKVILLE, GO
 DE7474'NORTHWEST ON STATE HIGHWAY 33 FOR 6.5 KM TO LAKELAND ROAD, CONTINUE
 DE7474'WEST ON STATE HIGHWAY 33 FOR 0.7 KM TO THE STATION ON THE RIGHT.  THE
 DE7474'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7474'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7474'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DE7474'HIGHWAY PAVEMENT.  THE STATION IS 12.4 M NORTH OF THE CENTERLINE OF
 DE7474'STATE HIGHWAY 33, 42.8 M NORTHWEST OF POWER POLE --88-10050 55-4--,
 DE7474'36.0 M NORTHEAST OF POWER POLE --88-11451 50-4--, 7 M WEST OF THE
 DE7474'CENTERLINE OF A FIELD ENTRANCE, 3.4 M SOUTH OF A WIRE FENCE, AND 0.8
 DE7474'M SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DE7474'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7474'HORIZON.
 DE7474
 DE7474                          STATION RECOVERY (2003)
 DE7474
 DE7474'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7474'RECOVERED IN GOOD CONDITION.
 DE7474
 DE7474                          STATION RECOVERY (2006)
 DE7474
 DE7474'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7474'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M SOUTH, 1.0 M
 DE7474'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7476 ***********************************************************************
 DE7476  DESIGNATION -  2L06
 DE7476  PID         -  DE7476
 DE7476  STATE/COUNTY-  WI/OZAUKEE
 DE7476  COUNTRY     -  US
 DE7476  USGS QUAD   -  PORT WASHINGTON WEST (2018)
 DE7476
 DE7476                         *CURRENT SURVEY CONTROL
 DE7476  ______________________________________________________________________
 DE7476* NAD 83(1986) POSITION- 43 23 28.70   (N) 087 58 20.46   (W)   HD_HELD1
 DE7476* NAVD 88 ORTHO HEIGHT -   249.505 (meters)      818.58  (feet) ADJUSTED
 DE7476  ______________________________________________________________________
 DE7476  GEOID HEIGHT    -        -35.185 (meters)                     GEOID18
 DE7476  DYNAMIC HEIGHT  -        249.449 (meters)      818.40  (feet) COMP
 DE7476  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 DE7476
 DE7476  VERT ORDER      -  SECOND    CLASS I
 DE7476
 DE7476.The horizontal coordinates were determined by differentially corrected
 DE7476.hand held GPS observations or other comparable positioning techniques
 DE7476.and have an estimated accuracy of +/- 3 meters.
 DE7476
 DE7476.The orthometric height was determined by differential leveling and
 DE7476.adjusted by the WI DEPT OF TRANSP
 DE7476.in May 2012.
 DE7476
 DE7476.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7476.GEOID18 height accuracy estimate available here.
 DE7476
 DE7476.Click photographs - Photos may exist for this station.
 DE7476
 DE7476.The dynamic height is computed by dividing the NAVD 88
 DE7476.geopotential number by the normal gravity value computed on the
 DE7476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7476.degrees latitude (g = 980.6199 gals.).
 DE7476
 DE7476.The modeled gravity was interpolated from observed gravity values.
 DE7476
 DE7476;                    North         East    Units  Estimated Accuracy
 DE7476;SPC WI S     -   156,557.8     764,256.2     MT  (+/- 3 meters HH1 GPS) 
 DE7476
 DE7476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2124904729(NAD 83)
 DE7476
 DE7476                          SUPERSEDED SURVEY CONTROL
 DE7476
 DE7476  NAVD 88 (04/20/07)  249.483  (m)          818.51   (f) SUPERSEDED  2 1
 DE7476  NAVD 88 (05/16/03)  249.486  (m)          818.52   (f) SUPERSEDED  2 1
 DE7476
 DE7476.Superseded values are not recommended for survey control.
 DE7476
 DE7476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7476.See file dsdata.pdf to determine how the superseded data were derived.
 DE7476
 DE7476_MARKER: DD = SURVEY DISK
 DE7476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7476_STAMPING: 2L06 2001
 DE7476_MARK LOGO: WIDT
 DE7476_PROJECTION: FLUSH
 DE7476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7476+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 DE7476
 DE7476  HISTORY     - Date     Condition        Report By
 DE7476  HISTORY     - 2000     MONUMENTED       WIDT
 DE7476  HISTORY     - 20031121 GOOD             USPSQD
 DE7476  HISTORY     - 20060524 GOOD             WIDT
 DE7476
 DE7476                          STATION DESCRIPTION
 DE7476
 DE7476'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7476'THE STATION IS LOCATED ABOUT 8 KM NORTH OF GRAFTON AND 6 KM WEST OF
 DE7476'PORT WASHINGTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.
 DE7476'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 DE7476'STATE HIGHWAY 33 IN THE VILLAGE OF SAUKVILLE, GO NORTHWEST ON STATE
 DE7476'HIGHWAY 33 FOR 2.3 KM TO DEKORA WOODS BOULEVARD ON THE RIGHT,
 DE7476'CONTINUE NORTHWEST ON STATE HIGHWAY 33 FOR 1.8 KM TO THE STATION ON
 DE7476'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7476'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7476'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7476'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.9 M SOUTH OF THE
 DE7476'CENTERLINE OF STATE HIGHWAY 33, 65 M WEST OF THE CENTERLINE OF
 DE7476'PRIVATE ENTRANCE --2129--, 39.6 M SOUTH OF POWER POLE --88-00009
 DE7476'55-2--, 34 M SOUTHEAST OF THE EXTENDED CENTERLINE OF A FIELD
 DE7476'ENTRANCE, 0.8 M NORTH OF A WIRE FENCE, AND 0.4 M NORTH OF A WHITE
 DE7476'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7476'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7476'EXCEPT FOR POWER LINES TO THE NORTH EXTENDING TO 20 DEGREES.
 DE7476
 DE7476                          STATION RECOVERY (2003)
 DE7476
 DE7476'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7476'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 57 FEET
 DE7476'EAST-SOUTHEAST OF THE EASTERN END OF A METAL GUARD RAIL.
 DE7476
 DE7476                          STATION RECOVERY (2006)
 DE7476
 DE7476'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7476'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 MILE SOUTHEAST
 DE7476'OF COUNTY HIGHWAY I AND 0.4 M NORTHEAST, 1.0 M SOUTHEAST, AND 1.0 M
 DE7476'WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7477 ***********************************************************************
 DE7477  DESIGNATION -  2L07
 DE7477  PID         -  DE7477
 DE7477  STATE/COUNTY-  WI/OZAUKEE
 DE7477  COUNTRY     -  US
 DE7477  USGS QUAD   -  PORT WASHINGTON WEST (2018)
 DE7477
 DE7477                         *CURRENT SURVEY CONTROL
 DE7477  ______________________________________________________________________
 DE7477* NAD 83(1986) POSITION- 43 23 01.41   (N) 087 57 08.86   (W)   HD_HELD1
 DE7477* NAVD 88 ORTHO HEIGHT -   237.705 (meters)      779.87  (feet) ADJUSTED
 DE7477  ______________________________________________________________________
 DE7477  GEOID HEIGHT    -        -35.215 (meters)                     GEOID18
 DE7477  DYNAMIC HEIGHT  -        237.652 (meters)      779.70  (feet) COMP
 DE7477  MODELED GRAVITY -    980,389.1   (mgal)                       NAVD 88
 DE7477
 DE7477  VERT ORDER      -  SECOND    CLASS I
 DE7477
 DE7477.The horizontal coordinates were determined by differentially corrected
 DE7477.hand held GPS observations or other comparable positioning techniques
 DE7477.and have an estimated accuracy of +/- 3 meters.
 DE7477
 DE7477.The orthometric height was determined by differential leveling and
 DE7477.adjusted by the WI DEPT OF TRANSP
 DE7477.in May 2012.
 DE7477
 DE7477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7477.GEOID18 height accuracy estimate available here.
 DE7477
 DE7477.Click photographs - Photos may exist for this station.
 DE7477
 DE7477.The dynamic height is computed by dividing the NAVD 88
 DE7477.geopotential number by the normal gravity value computed on the
 DE7477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7477.degrees latitude (g = 980.6199 gals.).
 DE7477
 DE7477.The modeled gravity was interpolated from observed gravity values.
 DE7477
 DE7477;                    North         East    Units  Estimated Accuracy
 DE7477;SPC WI S     -   155,755.3     765,887.7     MT  (+/- 3 meters HH1 GPS) 
 DE7477
 DE7477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2285103868(NAD 83)
 DE7477
 DE7477                          SUPERSEDED SURVEY CONTROL
 DE7477
 DE7477  NAVD 88 (04/20/07)  237.684  (m)          779.80   (f) SUPERSEDED  2 1
 DE7477  NAVD 88 (05/16/03)  237.691  (m)          779.82   (f) SUPERSEDED  2 1
 DE7477
 DE7477.Superseded values are not recommended for survey control.
 DE7477
 DE7477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7477.See file dsdata.pdf to determine how the superseded data were derived.
 DE7477
 DE7477_MARKER: DD = SURVEY DISK
 DE7477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7477_STAMPING: 2L07 2001
 DE7477_MARK LOGO: WIDT
 DE7477_PROJECTION: FLUSH
 DE7477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7477+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 DE7477
 DE7477  HISTORY     - Date     Condition        Report By
 DE7477  HISTORY     - 2000     MONUMENTED       WIDT
 DE7477  HISTORY     - 20031121 GOOD             USPSQD
 DE7477  HISTORY     - 20060524 GOOD             WIDT
 DE7477  HISTORY     - 20101101 GOOD             JCLS
 DE7477
 DE7477                          STATION DESCRIPTION
 DE7477
 DE7477'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7477'THE STATION IS LOCATED ABOUT 19 KM EAST-SOUTHEAST OF WEST BEND, 6 KM
 DE7477'NORTH OF GRAFTON AND 5 KM SOUTHWEST OF PORT WASHINGTON.
 DE7477'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7477'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY
 DE7477'33 IN THE VILLAGE OF SAUKVILLE, GO WEST ON STATE HIGHWAY 33 FOR 1.6
 DE7477'KM TO PROGRESS ROAD ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 33
 DE7477'FOR 0.5 KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE
 DE7477'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7477'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7477'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DE7477'STATION IS 10.1 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 33, 32.9 M
 DE7477'WEST OF POWER POLE --88-00053 40-4--, 22.6 M SOUTHEAST OF A WOOD POST
 DE7477'FOR A --SPEED LIMIT 35-- SIGN, 13.8 M EAST OF A --SPEED LIMIT 35--
 DE7477'SIGN, AND 3.7 M  NORTHWEST OF THE TOP CENTER OF A 60-CM DIAMETER
 DE7477'CORRUGATED METAL CULVERT PIPE. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7477'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7477
 DE7477                          STATION RECOVERY (2003)
 DE7477
 DE7477'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7477'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 105 FEET EAST
 DE7477'OF THE CENTERLINE OF THE DRIVEWAY TO AMERICAN LEGION POST 470.
 DE7477
 DE7477                          STATION RECOVERY (2006)
 DE7477
 DE7477'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7477'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST AND 1.0
 DE7477'M WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DE7477
 DE7477                          STATION RECOVERY (2010)
 DE7477
 DE7477'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DE7477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7478 ***********************************************************************
 DE7478  DESIGNATION -  2L08
 DE7478  PID         -  DE7478
 DE7478  STATE/COUNTY-  WI/OZAUKEE
 DE7478  COUNTRY     -  US
 DE7478  USGS QUAD   -  PORT WASHINGTON WEST (2018)
 DE7478
 DE7478                         *CURRENT SURVEY CONTROL
 DE7478  ______________________________________________________________________
 DE7478* NAD 83(1986) POSITION- 43 23 03.92   (N) 087 55 43.89   (W)   HD_HELD1
 DE7478* NAVD 88 ORTHO HEIGHT -   229.551 (meters)      753.12  (feet) ADJUSTED
 DE7478  ______________________________________________________________________
 DE7478  GEOID HEIGHT    -        -35.256 (meters)                     GEOID18
 DE7478  DYNAMIC HEIGHT  -        229.499 (meters)      752.95  (feet) COMP
 DE7478  MODELED GRAVITY -    980,389.3   (mgal)                       NAVD 88
 DE7478
 DE7478  VERT ORDER      -  SECOND    CLASS I
 DE7478
 DE7478.The horizontal coordinates were determined by differentially corrected
 DE7478.hand held GPS observations or other comparable positioning techniques
 DE7478.and have an estimated accuracy of +/- 3 meters.
 DE7478
 DE7478.The orthometric height was determined by differential leveling and
 DE7478.adjusted by the WI DEPT OF TRANSP
 DE7478.in May 2012.
 DE7478
 DE7478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7478.GEOID18 height accuracy estimate available here.
 DE7478
 DE7478.Click photographs - Photos may exist for this station.
 DE7478
 DE7478.The dynamic height is computed by dividing the NAVD 88
 DE7478.geopotential number by the normal gravity value computed on the
 DE7478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7478.degrees latitude (g = 980.6199 gals.).
 DE7478
 DE7478.The modeled gravity was interpolated from observed gravity values.
 DE7478
 DE7478;                    North         East    Units  Estimated Accuracy
 DE7478;SPC WI S     -   155,879.9     767,797.7     MT  (+/- 3 meters HH1 GPS) 
 DE7478
 DE7478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2476303924(NAD 83)
 DE7478
 DE7478                          SUPERSEDED SURVEY CONTROL
 DE7478
 DE7478  NAVD 88 (04/20/07)  229.531  (m)          753.05   (f) SUPERSEDED  2 1
 DE7478  NAVD 88 (05/16/03)  229.542  (m)          753.09   (f) SUPERSEDED  2 1
 DE7478
 DE7478.Superseded values are not recommended for survey control.
 DE7478
 DE7478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7478.See file dsdata.pdf to determine how the superseded data were derived.
 DE7478
 DE7478_MARKER: DD = SURVEY DISK
 DE7478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7478_STAMPING: 2L08 2001
 DE7478_MARK LOGO: WIDT
 DE7478_PROJECTION: FLUSH
 DE7478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7478+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 DE7478
 DE7478  HISTORY     - Date     Condition        Report By
 DE7478  HISTORY     - 2000     MONUMENTED       WIDT
 DE7478  HISTORY     - 20031121 GOOD             USPSQD
 DE7478  HISTORY     - 20060524 GOOD             WIDT
 DE7478
 DE7478                          STATION DESCRIPTION
 DE7478
 DE7478'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7478'THE STATION IS LOCATED ABOUT 21 KM SOUTHEAST OF WEST BEND IN THE
 DE7478'VILLAGE OF SAUKVILLE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7478'TRANSPORTATION.  THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF
 DE7478'THE JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 33. THE STATION IS A
 DE7478'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7478'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7478'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DE7478'STATION IS 43.9 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 33, 17.1 M
 DE7478'WEST OF THE CENTERLINE OF THE US HIGHWAY 43 SOUTH ON-RAMP, 39.9 M
 DE7478'SOUTHWEST OF A WOOD POST FOR A --EAST STH 33-- SIGN, 2.7 M EAST OF A
 DE7478'BARBED WIRE FENCE, AND 0.8 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7478'--NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7478'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A --HARDEES-- SIGN TO
 DE7478'THE SOUTHWEST EXTENDING TO 30 DEGREES.
 DE7478
 DE7478                          STATION RECOVERY (2003)
 DE7478
 DE7478'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7478'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 108 FEET
 DE7478'SOUTH-SOUTHEAST OF A --SOUTH INTERSTATE 43, 57-- SIGN POST AND ABOUT
 DE7478'27 FEET WEST OF A WOODEN --PEDESTRIANS BICYCLES PROHIBITED-- SIGN
 DE7478'POST.  NOTE-- THE -HARDEES- SIGN IS NOW A --DQ-- SIGN.
 DE7478
 DE7478                          STATION RECOVERY (2006)
 DE7478
 DE7478'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7478'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M EAST, 1.0 M
 DE7478'SOUTHWEST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9542 ***********************************************************************
 DF9542  DESIGNATION -  2L10
 DF9542  PID         -  DF9542
 DF9542  STATE/COUNTY-  WI/MILWAUKEE
 DF9542  COUNTRY     -  US
 DF9542  USGS QUAD   -  MILWAUKEE (2018)
 DF9542
 DF9542                         *CURRENT SURVEY CONTROL
 DF9542  ______________________________________________________________________
 DF9542* NAD 83(1986) POSITION- 43 02 34.2    (N) 087 58 24.0    (W)   HD_HELD2
 DF9542* NAVD 88 ORTHO HEIGHT -   191.087 (meters)      626.92  (feet) ADJUSTED
 DF9542  ______________________________________________________________________
 DF9542  GEOID HEIGHT    -        -35.067 (meters)                     GEOID18
 DF9542  DYNAMIC HEIGHT  -        191.036 (meters)      626.76  (feet) COMP
 DF9542  MODELED GRAVITY -    980,351.2   (mgal)                       NAVD 88
 DF9542
 DF9542  VERT ORDER      -  SECOND    CLASS I
 DF9542
 DF9542.The horizontal coordinates were established by autonomous hand held GPS
 DF9542.observations and have an estimated accuracy of +/- 10 meters.
 DF9542
 DF9542.The orthometric height was determined by differential leveling and
 DF9542.adjusted by the WI DEPT OF TRANSP
 DF9542.in May 2012.
 DF9542
 DF9542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9542.GEOID18 height accuracy estimate available here.
 DF9542
 DF9542.Click photographs - Photos may exist for this station.
 DF9542
 DF9542.The dynamic height is computed by dividing the NAVD 88
 DF9542.geopotential number by the normal gravity value computed on the
 DF9542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9542.degrees latitude (g = 980.6199 gals.).
 DF9542
 DF9542.The modeled gravity was interpolated from observed gravity values.
 DF9542
 DF9542;                    North         East    Units  Estimated Accuracy
 DF9542;SPC WI S     -   117,855.      765,117.      MT  (+/- 10 meters HH2 GPS)
 DF9542
 DF9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2072066031(NAD 83)
 DF9542
 DF9542                          SUPERSEDED SURVEY CONTROL
 DF9542
 DF9542  NAVD 88 (04/20/07)  191.058  (m)          626.83   (f) SUPERSEDED  2 1
 DF9542  NAVD 88 (02/25/04)  191.072  (m)          626.88   (f) SUPERSEDED  2 1
 DF9542
 DF9542.Superseded values are not recommended for survey control.
 DF9542
 DF9542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9542.See file dsdata.pdf to determine how the superseded data were derived.
 DF9542
 DF9542_MARKER: DD = SURVEY DISK
 DF9542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF9542_SP_SET: BRIDGE PIER
 DF9542_STAMPING: 2L10 2002
 DF9542_MARK LOGO: WIDT
 DF9542_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9542+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DF9542
 DF9542  HISTORY     - Date     Condition        Report By
 DF9542  HISTORY     - 2001     MONUMENTED       WIDT
 DF9542  HISTORY     - 20060620 GOOD             WIDT
 DF9542
 DF9542                          STATION DESCRIPTION
 DF9542
 DF9542'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9542'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE.
 DF9542'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9542'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH US HIGHWAY 41 IN THE
 DF9542'CITY OF MILWAUKEE, GO EAST ON US HIGHWAY 18 FOR 1.0 KM TO NORTH 36TH
 DF9542'STREET ON THE RIGHT, TURN RIGHT AND GO SOUTH ON NORTH 36TH STREET FOR
 DF9542'0.1 KM TO WEST MICHIGAN STREET, TURN RIGHT AND GO WEST ON WEST
 DF9542'MICHIGAN STREET FOR 0.2 KM TO NORTH 39TH STREET, TURN RIGHT AND GO
 DF9542'NORTH ON NORTH 39TH STREET FOR 0.3 KM TO NORTH 41ST STREET, VEER
 DF9542'RIGHT AND GO NORTH ON NORTH 41ST STREET FOR 0.2 KM TO WEST STATE
 DF9542'STREET, TURN LEFT AND GO WEST ON WEST STATE STREET FOR 0.6 KM TO
 DF9542'NORTH 47TH STREET ON THE RIGHT, CONTINUE WEST ON WEST STATE STREET
 DF9542'FOR 0.1 KM TO A PARKING LOT UNDER THE BRIDGE FOR THE NORTHBOUND LANES
 DF9542'OF US HIGHWAY 41, TURN LEFT INTO THE  PARKING LOT UNDER THE BRIDGE.
 DF9542'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9542'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A THE BASE OF
 DF9542'A CONCRETE BRIDGE PIER AND ABOUT 2 M ABOVE THE STREET PAVEMENT.  THE
 DF9542'STATION IS 76 M SOUTH OF THE CENTERLINE OF WEST STATE STREET, 35 M
 DF9542'SOUTHEAST OF POWER POLE--90-U-6145--, AND 10.3 M NORTH OF THE
 DF9542'NORTHERNMOST RAIL OF A RAILROAD TRACKS. ---NOTE---THIS STATION IS NOT
 DF9542'SUITABLE FOR GPS OBSERVATIONS DUE TO A BRIDGE OVERHEAD.
 DF9542
 DF9542                          STATION RECOVERY (2006)
 DF9542
 DF9542'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9542'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN THE TOP OF
 DF9542'THE BASE OF THE FOURTH SET OF BRIDGE PIERS SOUTH OF WEST STATE STREET,
 DF9542'FIRST SET OF PIERS NORTH OF THE RAILROAD TRACK, AT THE NORTHWEST
 DF9542'CORNER OF THE PIER BASE NEXT TO THE WESTERNMOST PIER UNDER THE US
 DF9542'HIGHWAY 41 NORTHBOUND LANES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9543 ***********************************************************************
 DF9543  DESIGNATION -  2L11
 DF9543  PID         -  DF9543
 DF9543  STATE/COUNTY-  WI/MILWAUKEE
 DF9543  COUNTRY     -  US
 DF9543  USGS QUAD   -  MILWAUKEE (2018)
 DF9543
 DF9543                         *CURRENT SURVEY CONTROL
 DF9543  ______________________________________________________________________
 DF9543* NAD 83(1986) POSITION- 43 02 31.77   (N) 087 58 13.15   (W)   HD_HELD1
 DF9543* NAVD 88 ORTHO HEIGHT -   188.047 (meters)      616.95  (feet) ADJUSTED
 DF9543  ______________________________________________________________________
 DF9543  GEOID HEIGHT    -        -35.070 (meters)                     GEOID18
 DF9543  DYNAMIC HEIGHT  -        187.997 (meters)      616.79  (feet) COMP
 DF9543  MODELED GRAVITY -    980,351.2   (mgal)                       NAVD 88
 DF9543
 DF9543  VERT ORDER      -  SECOND    CLASS I
 DF9543
 DF9543.The horizontal coordinates were determined by differentially corrected
 DF9543.hand held GPS observations or other comparable positioning techniques
 DF9543.and have an estimated accuracy of +/- 3 meters.
 DF9543
 DF9543.The orthometric height was determined by differential leveling and
 DF9543.adjusted by the WI DEPT OF TRANSP
 DF9543.in May 2012.
 DF9543
 DF9543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9543.GEOID18 height accuracy estimate available here.
 DF9543
 DF9543.Click photographs - Photos may exist for this station.
 DF9543
 DF9543.The dynamic height is computed by dividing the NAVD 88
 DF9543.geopotential number by the normal gravity value computed on the
 DF9543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9543.degrees latitude (g = 980.6199 gals.).
 DF9543
 DF9543.The modeled gravity was interpolated from observed gravity values.
 DF9543
 DF9543;                    North         East    Units  Estimated Accuracy
 DF9543;SPC WI S     -   117,786.4     765,364.7     MT  (+/- 3 meters HH1 GPS) 
 DF9543
 DF9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2096465953(NAD 83)
 DF9543
 DF9543                          SUPERSEDED SURVEY CONTROL
 DF9543
 DF9543  NAVD 88 (04/20/07)  188.018  (m)          616.86   (f) SUPERSEDED  2 1
 DF9543  NAVD 88 (02/25/04)  188.032  (m)          616.90   (f) SUPERSEDED  2 1
 DF9543
 DF9543.Superseded values are not recommended for survey control.
 DF9543
 DF9543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9543.See file dsdata.pdf to determine how the superseded data were derived.
 DF9543
 DF9543_MARKER: DD = SURVEY DISK
 DF9543_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9543_SP_SET: ABUTMENT
 DF9543_STAMPING: 2L11 2002
 DF9543_MARK LOGO: WIDT
 DF9543_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9543+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DF9543
 DF9543  HISTORY     - Date     Condition        Report By
 DF9543  HISTORY     - 2001     MONUMENTED       WIDT
 DF9543  HISTORY     - 20060620 GOOD             WIDT
 DF9543
 DF9543                          STATION DESCRIPTION
 DF9543
 DF9543'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9543'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE.  OWNERSHIP--CITY OF
 DF9543'MILWAUKEE.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18
 DF9543'WITH US HIGHWAY 41 IN THE CITY OF MILWAUKEE, GO EAST ON US HIGHWAY 18
 DF9543'FOR 1.0 KM TO NORTH 36TH STREET ON THE RIGHT, TURN RIGHT AND GO SOUTH
 DF9543'ON NORTH 36TH STREET FOR 0.1 KM TO WEST MICHIGAN STREET, TURN RIGHT
 DF9543'AND GO WEST ON WEST MICHIGAN STREET FOR 0.2 KM TO NORTH 39TH STREET,
 DF9543'TURN RIGHT AND GO NORTH ON NORTH 39TH STREET FOR 0.3 KM TO NORTH 41ST
 DF9543'STREET, VEER RIGHT AND GO NORTH ON NORTH 41ST STREET FOR 0.2 KM TO
 DF9543'WEST STATE STREET, TURN LEFT AND GO WEST ON WEST STATE STREET FOR 0.3
 DF9543'KM TO NORTH 45TH STREET AND THE STATION ON THE LEFT.  THE STATION IS
 DF9543'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9543'CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF THE SOUTH
 DF9543'ABUTMENT OF A BRIDGE OVE THE MENOMONEE RIVER.  THE STATION IS 4.5 M
 DF9543'EAST OF THE CENTERLINE OF NORTH 45TH STREET, 53.0 M NORTH OF THE
 DF9543'NORTHERNMOST RAIL OF THE RAILROAD TRACKS, 46.6 M SOUTH OF THE
 DF9543'CENTERLINE OF WEST STATE STREET, AND 11.1 M EAST-NORTHEAST OF POWER
 DF9543'POLE--72-9261--.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DF9543'OBSERVATIONS DUE TO HIGH VOLTAGE POWER LINES OVERHEAD.
 DF9543
 DF9543                          STATION RECOVERY (2006)
 DF9543
 DF9543'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9543'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3.7 M WEST OF AN
 DF9543'EAST-WEST YELLOW GUARD RAIL AND 40 CM SOUTH OF A GREEN METAL HAND
 DF9543'RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9544 ***********************************************************************
 DF9544  DESIGNATION -  2L12
 DF9544  PID         -  DF9544
 DF9544  STATE/COUNTY-  WI/MILWAUKEE
 DF9544  COUNTRY     -  US
 DF9544  USGS QUAD   -  MILWAUKEE (2018)
 DF9544
 DF9544                         *CURRENT SURVEY CONTROL
 DF9544  ______________________________________________________________________
 DF9544* NAD 83(1986) POSITION- 43 02 19.45   (N) 087 57 46.89   (W)   HD_HELD1
 DF9544* NAVD 88 ORTHO HEIGHT -   198.613 (meters)      651.62  (feet) ADJUSTED
 DF9544  ______________________________________________________________________
 DF9544  GEOID HEIGHT    -        -35.076 (meters)                     GEOID18
 DF9544  DYNAMIC HEIGHT  -        198.560 (meters)      651.44  (feet) COMP
 DF9544  MODELED GRAVITY -    980,350.9   (mgal)                       NAVD 88
 DF9544
 DF9544  VERT ORDER      -  SECOND    CLASS I
 DF9544
 DF9544.The horizontal coordinates were determined by differentially corrected
 DF9544.hand held GPS observations or other comparable positioning techniques
 DF9544.and have an estimated accuracy of +/- 3 meters.
 DF9544
 DF9544.The orthometric height was determined by differential leveling and
 DF9544.adjusted by the WI DEPT OF TRANSP
 DF9544.in May 2012.
 DF9544
 DF9544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9544.GEOID18 height accuracy estimate available here.
 DF9544
 DF9544.Click photographs - Photos may exist for this station.
 DF9544
 DF9544.The dynamic height is computed by dividing the NAVD 88
 DF9544.geopotential number by the normal gravity value computed on the
 DF9544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9544.degrees latitude (g = 980.6199 gals.).
 DF9544
 DF9544.The modeled gravity was interpolated from observed gravity values.
 DF9544
 DF9544;                    North         East    Units  Estimated Accuracy
 DF9544;SPC WI S     -   117,420.9     765,968.1     MT  (+/- 3 meters HH1 GPS) 
 DF9544
 DF9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2155465566(NAD 83)
 DF9544
 DF9544                          SUPERSEDED SURVEY CONTROL
 DF9544
 DF9544  NAVD 88 (04/20/07)  198.584  (m)          651.52   (f) SUPERSEDED  2 1
 DF9544  NAVD 88 (02/25/04)  198.597  (m)          651.56   (f) SUPERSEDED  2 1
 DF9544
 DF9544.Superseded values are not recommended for survey control.
 DF9544
 DF9544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9544.See file dsdata.pdf to determine how the superseded data were derived.
 DF9544
 DF9544_MARKER: DD = SURVEY DISK
 DF9544_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9544_SP_SET: BRIDGE PIER
 DF9544_STAMPING: 2L12 2002
 DF9544_MARK LOGO: WIDT
 DF9544_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9544+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 DF9544
 DF9544  HISTORY     - Date     Condition        Report By
 DF9544  HISTORY     - 2001     MONUMENTED       WIDT
 DF9544  HISTORY     - 20060630 GOOD             WIDT
 DF9544
 DF9544                          STATION DESCRIPTION
 DF9544
 DF9544'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9544'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE.  OWNERSHIP--CITY OF
 DF9544'MILWAUKEE.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18
 DF9544'WITH US HIGHWAY 41 IN THE CITY OF MILWAUKEE, GO EAST ON US HIGHWAY 18
 DF9544'FOR 1.0 KM TO NORTH 36TH STREET ON THE RIGHT, TURN RIGHT AND GO SOUTH
 DF9544'ON NORTH 36TH STREET FOR 0.1 KM TO WEST MICHIGAN STREET, TURN RIGHT
 DF9544'AND GO WEST ON WEST MICHIGAN STREET FOR 0.2 KM TO NORTH 39TH STREET,
 DF9544'TURN RIGHT AND GO NORTH ON NORTH 39TH STREET FOR 0.1 KM TO WEST
 DF9544'BLUEMOUND ROAD AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF9544'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9544'STATION DISK SET IN THE TOP OF A CONCRETE BRIDGE PIER AND ABOUT 1.5 M
 DF9544'ABOVE THE ROAD PAVEMENT. THE STATION IS 6.1 M NORTH OF THE CENTERLINE
 DF9544'OF WEST BLUEMOUND ROAD, 23.0 M WEST OF THE CENTERLINE OF NORTH 39TH
 DF9544'STREET, 16.4 M EAST OF A METAL POST FOR A --NO JAKE BRAKE-- SIGN, AND
 DF9544'15.8 M NORTHEAST OF POWER POLE--50-2 93-12228--.  ---NOTE---THIS
 DF9544'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A BRIDGE
 DF9544'OVERHEAD.
 DF9544
 DF9544                          STATION RECOVERY (2006)
 DF9544
 DF9544'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9544'RECOVERED IN GOOD CONDITION.  NOTE-- THE BRIDGE OVERHEAD IS THE WEST
 DF9544'WISCONSIN STREET BRIDGE AND THE STATION IS BENEATH A --SPEED LIMIT
 DF9544'25-- SIGN ATTACHED TO A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8338 ***********************************************************************
 DH8338  DESIGNATION -  2S01
 DH8338  PID         -  DH8338
 DH8338  STATE/COUNTY-  WI/GRANT
 DH8338  COUNTRY     -  US
 DH8338  USGS QUAD   -  LONG HOLLOW (2018)
 DH8338
 DH8338                         *CURRENT SURVEY CONTROL
 DH8338  ______________________________________________________________________
 DH8338* NAD 83(1986) POSITION- 43 00 42.04   (N) 090 39 24.86   (W)   HD_HELD1
 DH8338* NAVD 88 ORTHO HEIGHT -   362.818 (meters)     1190.35  (feet) ADJUSTED
 DH8338  ______________________________________________________________________
 DH8338  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 DH8338  DYNAMIC HEIGHT  -        362.715 (meters)     1190.01  (feet) COMP
 DH8338  MODELED GRAVITY -    980,326.0   (mgal)                       NAVD 88
 DH8338
 DH8338  VERT ORDER      -  SECOND    CLASS I
 DH8338
 DH8338.The horizontal coordinates were determined by differentially corrected
 DH8338.hand held GPS observations or other comparable positioning techniques
 DH8338.and have an estimated accuracy of +/- 3 meters.
 DH8338
 DH8338.The orthometric height was determined by differential leveling and
 DH8338.adjusted by the NATIONAL GEODETIC SURVEY
 DH8338.in July 2020.
 DH8338
 DH8338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8338.GEOID18 height accuracy estimate available here.
 DH8338
 DH8338.Click photographs - Photos may exist for this station.
 DH8338
 DH8338.The dynamic height is computed by dividing the NAVD 88
 DH8338.geopotential number by the normal gravity value computed on the
 DH8338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8338.degrees latitude (g = 980.6199 gals.).
 DH8338
 DH8338.The modeled gravity was interpolated from observed gravity values.
 DH8338
 DH8338;                    North         East    Units  Estimated Accuracy
 DH8338;SPC WI S     -   112,598.7     546,448.4     MT  (+/- 3 meters HH1 GPS) 
 DH8338
 DH8338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9094964775(NAD 83)
 DH8338
 DH8338                          SUPERSEDED SURVEY CONTROL
 DH8338
 DH8338  NAVD 88 (05/08/12)  362.857  (m)         1190.47   (f) SUPERSEDED  2 1
 DH8338  NAVD 88 (04/20/07)  362.851  (m)         1190.45   (f) SUPERSEDED  2 1
 DH8338
 DH8338.Superseded values are not recommended for survey control.
 DH8338
 DH8338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8338.See file dsdata.pdf to determine how the superseded data were derived.
 DH8338
 DH8338_MARKER: DD = SURVEY DISK
 DH8338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8338_STAMPING: 2S01 2004
 DH8338_MARK LOGO: WIDT
 DH8338_PROJECTION: FLUSH
 DH8338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8338+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DH8338
 DH8338  HISTORY     - Date     Condition        Report By
 DH8338  HISTORY     - 2004     MONUMENTED       WIDT
 DH8338  HISTORY     - 20071015 GOOD             WIDT
 DH8338  HISTORY     - 20191106 GOOD             WIDT
 DH8338
 DH8338                          STATION DESCRIPTION
 DH8338
 DH8338'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8338'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8338'STATION FROM THE JUNCTION OF US HIGHWAY 18 WEST (4TH STREET) WITH US
 DH8338'HIGHWAY 61 (LINCOLN AVENUE) IN THE CITY OF FENNIMORE, GO NORTH ON US
 DH8338'HIGHWAY 61 (LINCOLN AVENUE) FOR 1.25 MI (2.01 KM) TO PLUM VALLEY ROAD
 DH8338'ON THE LEFT, CONTINUE NORTH ON US HIGHWAY 61 FOR 0.3 MI (0.48 KM) TO
 DH8338'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8338'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8338'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE
 DH8338'THE HIGHWAY PAVEMENT.  THE STATION IS 16.7 M (54.8 FT) EAST OF THE
 DH8338'CENTERLINE OF US HIGHWAY 61, 55.5 M (182.1 FT) NORTH-NORTHEAST OF THE
 DH8338'NORTH END OF THE NORTHERN MOST GUARDRAIL, 41 M (134.5 FT) SOUTH OF A
 DH8338'FIELD ENTRANCE, 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST,
 DH8338'1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0
 DH8338'M (3.3 FT) NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DH8338'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8338'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8338
 DH8338                          STATION RECOVERY (2007)
 DH8338
 DH8338'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8338'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.41 MILE SOUTH OF
 DH8338'ROBIN ROAD.
 DH8338
 DH8338                          STATION RECOVERY (2019)
 DH8338
 DH8338'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DH8338'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8337 ***********************************************************************
 DH8337  DESIGNATION -  2S02
 DH8337  PID         -  DH8337
 DH8337  STATE/COUNTY-  WI/GRANT
 DH8337  COUNTRY     -  US
 DH8337  USGS QUAD   -  LONG HOLLOW (2018)
 DH8337
 DH8337                         *CURRENT SURVEY CONTROL
 DH8337  ______________________________________________________________________
 DH8337* NAD 83(1986) POSITION- 43 03 10.9    (N) 090 40 49.6    (W)   HD_HELD2
 DH8337* NAVD 88 ORTHO HEIGHT -   312.875 (meters)     1026.49  (feet) ADJUSTED
 DH8337  ______________________________________________________________________
 DH8337  GEOID HEIGHT    -        -32.830 (meters)                     GEOID18
 DH8337  DYNAMIC HEIGHT  -        312.788 (meters)     1026.21  (feet) COMP
 DH8337  MODELED GRAVITY -    980,332.2   (mgal)                       NAVD 88
 DH8337
 DH8337  VERT ORDER      -  SECOND    CLASS I
 DH8337
 DH8337.The horizontal coordinates were established by autonomous hand held GPS
 DH8337.observations and have an estimated accuracy of +/- 10 meters.
 DH8337
 DH8337.The orthometric height was determined by differential leveling and
 DH8337.adjusted by the WI DEPT OF TRANSP
 DH8337.in May 2012.
 DH8337
 DH8337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8337.GEOID18 height accuracy estimate available here.
 DH8337
 DH8337.Click photographs - Photos may exist for this station.
 DH8337
 DH8337.The dynamic height is computed by dividing the NAVD 88
 DH8337.geopotential number by the normal gravity value computed on the
 DH8337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8337.degrees latitude (g = 980.6199 gals.).
 DH8337
 DH8337.The modeled gravity was interpolated from observed gravity values.
 DH8337
 DH8337;                    North         East    Units  Estimated Accuracy
 DH8337;SPC WI S     -   117,207.      544,567.      MT  (+/- 10 meters HH2 GPS)
 DH8337
 DH8337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8890469314(NAD 83)
 DH8337
 DH8337                          SUPERSEDED SURVEY CONTROL
 DH8337
 DH8337  NAVD 88 (04/20/07)  312.870  (m)         1026.47   (f) SUPERSEDED  2 1
 DH8337
 DH8337.Superseded values are not recommended for survey control.
 DH8337
 DH8337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8337.See file dsdata.pdf to determine how the superseded data were derived.
 DH8337
 DH8337_MARKER: DD = SURVEY DISK
 DH8337_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8337_SP_SET: BOX CULVERT WINGWALL
 DH8337_STAMPING: 2S02 2004
 DH8337_MARK LOGO: WIDT
 DH8337_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8337+STABILITY: SURFACE MOTION
 DH8337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8337+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2019
 DH8337
 DH8337  HISTORY     - Date     Condition        Report By
 DH8337  HISTORY     - 2004     MONUMENTED       WIDT
 DH8337  HISTORY     - 20071015 GOOD             WIDT
 DH8337  HISTORY     - 20191208 GOOD             WIDT
 DH8337
 DH8337                          STATION DESCRIPTION
 DH8337
 DH8337'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8337'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8337'STATION FROM THE JUNCTION OF US HIGHWAY 61 WITH COUNTY HIGHWAY T ABOUT
 DH8337'4 MI (6.44 KM) NORTH OF THE CITY OF FENNIMORE, GO NORTHWEST ON US
 DH8337'HIGHWAY 61 FOR 1.3 MI (2.09 KM) TO THE STATION ON THE RIGHT.  THE
 DH8337'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8337'SURVEY CONTROL STATION SET IN THE SOUTHEAST WINGWALL OF BOX CULVERT
 DH8337'--6-22-55-51-- ABOUT 2 M (6.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8337'STATION IS 12.0 M (39.4 FT) NORTHEAST OF THE CENTERLINE OF US HIGHWAY
 DH8337'61, 7 M (23.0 FT) SOUTHEAST OF A PRIVATE ENTRANCE, 5 M (16.4 FT)
 DH8337'NORTHEAST OF THE NORTH END OF THE EAST GUARDRAIL, AND 1.5 M (4.9 FT)
 DH8337'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT
 DH8337'SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE NORTH EXTENDING
 DH8337'HIGHER THAN 40 DEGREES ABOVE THE HORIZON.
 DH8337
 DH8337                          STATION RECOVERY (2007)
 DH8337
 DH8337'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8337'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.39 MILE SOUTH OF
 DH8337'STENNER HILL ROAD.
 DH8337
 DH8337                          STATION RECOVERY (2019)
 DH8337
 DH8337'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DH8337'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8336 ***********************************************************************
 DH8336  DESIGNATION -  2S03
 DH8336  PID         -  DH8336
 DH8336  STATE/COUNTY-  WI/GRANT
 DH8336  COUNTRY     -  US
 DH8336  USGS QUAD   -  LONG HOLLOW (2018)
 DH8336
 DH8336                         *CURRENT SURVEY CONTROL
 DH8336  ______________________________________________________________________
 DH8336* NAD 83(1986) POSITION- 43 04 25.4    (N) 090 41 10.4    (W)   HD_HELD2
 DH8336* NAVD 88 ORTHO HEIGHT -   248.890 (meters)      816.57  (feet) ADJUSTED
 DH8336  ______________________________________________________________________
 DH8336  GEOID HEIGHT    -        -32.863 (meters)                     GEOID18
 DH8336  DYNAMIC HEIGHT  -        248.822 (meters)      816.34  (feet) COMP
 DH8336  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 DH8336
 DH8336  VERT ORDER      -  SECOND    CLASS I
 DH8336
 DH8336.The horizontal coordinates were established by autonomous hand held GPS
 DH8336.observations and have an estimated accuracy of +/- 10 meters.
 DH8336
 DH8336.The orthometric height was determined by differential leveling and
 DH8336.adjusted by the WI DEPT OF TRANSP
 DH8336.in May 2012.
 DH8336
 DH8336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8336.GEOID18 height accuracy estimate available here.
 DH8336
 DH8336.Click photographs - Photos may exist for this station.
 DH8336
 DH8336.The dynamic height is computed by dividing the NAVD 88
 DH8336.geopotential number by the normal gravity value computed on the
 DH8336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8336.degrees latitude (g = 980.6199 gals.).
 DH8336
 DH8336.The modeled gravity was interpolated from observed gravity values.
 DH8336
 DH8336;                    North         East    Units  Estimated Accuracy
 DH8336;SPC WI S     -   119,510.      544,115.      MT  (+/- 10 meters HH2 GPS)
 DH8336
 DH8336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8837071599(NAD 83)
 DH8336
 DH8336                          SUPERSEDED SURVEY CONTROL
 DH8336
 DH8336  NAVD 88 (04/20/07)  248.885  (m)          816.55   (f) SUPERSEDED  2 1
 DH8336
 DH8336.Superseded values are not recommended for survey control.
 DH8336
 DH8336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8336.See file dsdata.pdf to determine how the superseded data were derived.
 DH8336
 DH8336_MARKER: DD = SURVEY DISK
 DH8336_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH8336_SP_SET: CULVERT WINGWALL
 DH8336_STAMPING: 2S03 2004
 DH8336_MARK LOGO: WIDT
 DH8336_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8336+STABILITY: SURFACE MOTION
 DH8336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8336+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2007
 DH8336
 DH8336  HISTORY     - Date     Condition        Report By
 DH8336  HISTORY     - 2004     MONUMENTED       WIDT
 DH8336  HISTORY     - 20071015 GOOD             WIDT
 DH8336
 DH8336                          STATION DESCRIPTION
 DH8336
 DH8336'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8336'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8336'STATION FROM THE JUNCTION OF US HIGHWAY 61 WITH COUNTY HIGHWAY T ABOUT
 DH8336'4 MI (6.44 KM) NORTH OF THE CITY OF FENNIMORE, GO NORTH ON US HIGHWAY
 DH8336'61 FOR 1.7 MI (2.74 KM) TO STENNER HILL ROAD ON THE LEFT, CONTINUE
 DH8336'NORTH ON US HIGHWAY 61 FOR 1.1 MI (1.77 KM) TO THE STATION ON THE
 DH8336'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8336'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTHWEST WINGWALL
 DH8336'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.7 M (31.8 FT)
 DH8336'WEST OF THE CENTERLINE OF US HIGHWAY 61, 92 M (301.8 FT) NORTH OF THE
 DH8336'CENTERLINE OF A FIELD ENTRANCE, 90 M (295.3 FT) SOUTH OF THE
 DH8336'CENTERLINE OF PRIVATE ENTRANCE --15627--, AND 11 M (36.1 FT) SOUTH OF
 DH8336'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE
 DH8336'FOR GPS OBSERVATIONS DUE TO BEING HEAVILY OBSTRUCTED BY TREES.
 DH8336
 DH8336                          STATION RECOVERY (2007)
 DH8336
 DH8336'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8336'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.35 MILE SOUTH OF
 DH8336'TOWN HALL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8335 ***********************************************************************
 DH8335  DESIGNATION -  2S04
 DH8335  PID         -  DH8335
 DH8335  STATE/COUNTY-  WI/GRANT
 DH8335  COUNTRY     -  US
 DH8335  USGS QUAD   -  LONG HOLLOW (2018)
 DH8335
 DH8335                         *CURRENT SURVEY CONTROL
 DH8335  ______________________________________________________________________
 DH8335* NAD 83(1986) POSITION- 43 07 22.0    (N) 090 42 19.3    (W)   HD_HELD2
 DH8335* NAVD 88 ORTHO HEIGHT -   211.505 (meters)      693.91  (feet) ADJUSTED
 DH8335  ______________________________________________________________________
 DH8335  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 DH8335  DYNAMIC HEIGHT  -        211.450 (meters)      693.73  (feet) COMP
 DH8335  MODELED GRAVITY -    980,355.0   (mgal)                       NAVD 88
 DH8335
 DH8335  VERT ORDER      -  SECOND    CLASS I
 DH8335
 DH8335.The horizontal coordinates were established by autonomous hand held GPS
 DH8335.observations and have an estimated accuracy of +/- 10 meters.
 DH8335
 DH8335.The orthometric height was determined by differential leveling and
 DH8335.adjusted by the WI DEPT OF TRANSP
 DH8335.in May 2012.
 DH8335
 DH8335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8335.GEOID18 height accuracy estimate available here.
 DH8335
 DH8335.Click photographs - Photos may exist for this station.
 DH8335
 DH8335.The dynamic height is computed by dividing the NAVD 88
 DH8335.geopotential number by the normal gravity value computed on the
 DH8335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8335.degrees latitude (g = 980.6199 gals.).
 DH8335
 DH8335.The modeled gravity was interpolated from observed gravity values.
 DH8335
 DH8335;                    North         East    Units  Estimated Accuracy
 DH8335;SPC WI S     -   124,972.      542,603.      MT  (+/- 10 meters HH2 GPS)
 DH8335
 DH8335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8666277004(NAD 83)
 DH8335
 DH8335                          SUPERSEDED SURVEY CONTROL
 DH8335
 DH8335  NAVD 88 (04/20/07)  211.500  (m)          693.90   (f) SUPERSEDED  2 1
 DH8335
 DH8335.Superseded values are not recommended for survey control.
 DH8335
 DH8335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8335.See file dsdata.pdf to determine how the superseded data were derived.
 DH8335
 DH8335_MARKER: DD = SURVEY DISK
 DH8335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8335_SP_SET: BRIDGE PARAPET
 DH8335_STAMPING: 2S04 2004
 DH8335_MARK LOGO: WIDT
 DH8335_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8335+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2007
 DH8335
 DH8335  HISTORY     - Date     Condition        Report By
 DH8335  HISTORY     - 2004     MONUMENTED       WIDT
 DH8335  HISTORY     - 20071015 GOOD             WIDT
 DH8335
 DH8335                          STATION DESCRIPTION
 DH8335
 DH8335'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8335'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8335'STATION FROM THE JUNCTION OF US HIGHWAY 61 (ELM STREET) WITH STATE
 DH8335'HIGHWAY 133 SOUTH IN THE CITY OF BOSCOBEL, GO SOUTH ON US HIGHWAY 61
 DH8335'(ELM STREET) FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.  THE
 DH8335'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8335'SURVEY CONTROL STATION SET IN THE NORTH END OF THE WEST PARAPET OF
 DH8335'BRIDGE --B-22-209-- ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DH8335'THE STATION IS 6.9 M (22.6 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DH8335'61, 52.0 M (170.6 FT) SOUTH OF THE NORTH END OF THE WEST GUARDRAIL AND
 DH8335'1.6 M (5.2 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DH8335'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8335'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST
 DH8335'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8335
 DH8335                          STATION RECOVERY (2007)
 DH8335
 DH8335'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8334 ***********************************************************************
 DH8334  DESIGNATION -  2S05
 DH8334  PID         -  DH8334
 DH8334  STATE/COUNTY-  WI/GRANT
 DH8334  COUNTRY     -  US
 DH8334  USGS QUAD   -  BOSCOBEL (2018)
 DH8334
 DH8334                         *CURRENT SURVEY CONTROL
 DH8334  ______________________________________________________________________
 DH8334* NAD 83(1986) POSITION- 43 08 25.0    (N) 090 42 12.1    (W)   HD_HELD2
 DH8334* NAVD 88 ORTHO HEIGHT -   203.327 (meters)      667.08  (feet) ADJUSTED
 DH8334  ______________________________________________________________________
 DH8334  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 DH8334  DYNAMIC HEIGHT  -        203.274 (meters)      666.91  (feet) COMP
 DH8334  MODELED GRAVITY -    980,358.6   (mgal)                       NAVD 88
 DH8334
 DH8334  VERT ORDER      -  SECOND    CLASS I
 DH8334
 DH8334.The horizontal coordinates were established by autonomous hand held GPS
 DH8334.observations and have an estimated accuracy of +/- 10 meters.
 DH8334
 DH8334.The orthometric height was determined by differential leveling and
 DH8334.adjusted by the WI DEPT OF TRANSP
 DH8334.in May 2012.
 DH8334
 DH8334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8334.GEOID18 height accuracy estimate available here.
 DH8334
 DH8334.Click photographs - Photos may exist for this station.
 DH8334
 DH8334.The dynamic height is computed by dividing the NAVD 88
 DH8334.geopotential number by the normal gravity value computed on the
 DH8334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8334.degrees latitude (g = 980.6199 gals.).
 DH8334
 DH8334.The modeled gravity was interpolated from observed gravity values.
 DH8334
 DH8334;                    North         East    Units  Estimated Accuracy
 DH8334;SPC WI S     -   126,915.      542,782.      MT  (+/- 10 meters HH2 GPS)
 DH8334
 DH8334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8677278952(NAD 83)
 DH8334
 DH8334                          SUPERSEDED SURVEY CONTROL
 DH8334
 DH8334  NAVD 88 (04/20/07)  203.321  (m)          667.06   (f) SUPERSEDED  2 1
 DH8334
 DH8334.Superseded values are not recommended for survey control.
 DH8334
 DH8334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8334.See file dsdata.pdf to determine how the superseded data were derived.
 DH8334
 DH8334_MARKER: DD = SURVEY DISK
 DH8334_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8334_SP_SET: PARAPET
 DH8334_STAMPING: 2S05 2004
 DH8334_MARK LOGO: WIDT
 DH8334_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8334+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2007
 DH8334
 DH8334  HISTORY     - Date     Condition        Report By
 DH8334  HISTORY     - 2003     MONUMENTED       WIDT
 DH8334  HISTORY     - 20071015 GOOD             WIDT
 DH8334
 DH8334                          STATION DESCRIPTION
 DH8334
 DH8334'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8334'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8334'STATION FROM THE JUNCTION OF US HIGHWAY 61 (ELM STREEET) WITH STATE
 DH8334'HIGHWAY 133 (PRAIRIE STREET) IN THE CITY OF BOSCOBEL, GO NORTHEAST ON
 DH8334'STATE HIGHWAY 133 (PRAIRIE STREET) FOR 0.3 MI (0.48 KM) TO THE STATION
 DH8334'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8334'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8334'THE EAST END OF THE NORTH PARAPET ABOUT LEVEL WITH THE HIGHWAY
 DH8334'PAVEMENT.  THE STATION IS 7.3 M (24.0 FT) NORTHEAST OF THE CENTERLINE
 DH8334'OF STATE HIGHWAY 133 (PRAIRIE STREET), 73.2 M (240.2 FT) NORTHWEST OF
 DH8334'THE CENTERLINE OF PARK STREET, AND 0.8 M (2.6 FT) WEST-SOUTHWEST OF A
 DH8334'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8334'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES.
 DH8334
 DH8334                          STATION RECOVERY (2007)
 DH8334
 DH8334'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8382 ***********************************************************************
 DH8382  DESIGNATION -  2S46
 DH8382  PID         -  DH8382
 DH8382  STATE/COUNTY-  WI/RICHLAND
 DH8382  COUNTRY     -  US
 DH8382  USGS QUAD   -  LONE ROCK (2018)
 DH8382
 DH8382                         *CURRENT SURVEY CONTROL
 DH8382  ______________________________________________________________________
 DH8382* NAD 83(1986) POSITION- 43 11 43.53   (N) 090 13 50.71   (W)   HD_HELD1
 DH8382* NAVD 88 ORTHO HEIGHT -   217.203 (meters)      712.61  (feet) ADJUSTED
 DH8382  ______________________________________________________________________
 DH8382  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 DH8382  DYNAMIC HEIGHT  -        217.147 (meters)      712.42  (feet) COMP
 DH8382  MODELED GRAVITY -    980,354.9   (mgal)                       NAVD 88
 DH8382
 DH8382  VERT ORDER      -  SECOND    CLASS I
 DH8382
 DH8382.The horizontal coordinates were determined by differentially corrected
 DH8382.hand held GPS observations or other comparable positioning techniques
 DH8382.and have an estimated accuracy of +/- 3 meters.
 DH8382
 DH8382.The orthometric height was determined by differential leveling and
 DH8382.adjusted by the WI DEPT OF TRANSP
 DH8382.in May 2012.
 DH8382
 DH8382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8382.GEOID18 height accuracy estimate available here.
 DH8382
 DH8382.Click photographs - Photos may exist for this station.
 DH8382
 DH8382.The dynamic height is computed by dividing the NAVD 88
 DH8382.geopotential number by the normal gravity value computed on the
 DH8382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8382.degrees latitude (g = 980.6199 gals.).
 DH8382
 DH8382.The modeled gravity was interpolated from observed gravity values.
 DH8382
 DH8382;                    North         East    Units  Estimated Accuracy
 DH8382;SPC WI S     -   132,826.0     581,245.1     MT  (+/- 3 meters HH1 GPS) 
 DH8382
 DH8382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2500586240(NAD 83)
 DH8382
 DH8382                          SUPERSEDED SURVEY CONTROL
 DH8382
 DH8382  NAVD 88 (04/20/07)  217.194  (m)          712.58   (f) SUPERSEDED  2 1
 DH8382
 DH8382.Superseded values are not recommended for survey control.
 DH8382
 DH8382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8382.See file dsdata.pdf to determine how the superseded data were derived.
 DH8382
 DH8382_MARKER: DD = SURVEY DISK
 DH8382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8382_STAMPING: 2S46 2004
 DH8382_MARK LOGO: WIDT
 DH8382_PROJECTION: FLUSH
 DH8382_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8382+STABILITY: SURFACE MOTION
 DH8382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8382+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DH8382
 DH8382  HISTORY     - Date     Condition        Report By
 DH8382  HISTORY     - 2004     MONUMENTED       WIDT
 DH8382  HISTORY     - 20100713 GOOD             WIDT
 DH8382  HISTORY     - 20160710 GOOD             WIDT
 DH8382
 DH8382                          STATION DESCRIPTION
 DH8382
 DH8382'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8382'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8382'STATION FROM THE JUNCTION OF US HIGHWAY 14 AND STATE HIGHWAY 60 EAST
 DH8382'WITH STATE HIGHWAY 60 WEST AND COUNTY HIGHWAY JJ IN THE COMMUNITY OF
 DH8382'GOTHAM, GO SOUTHEAST ON US HIGHWAY 14 AND STATE HIGHWAY 60 EAST FOR
 DH8382'3.7 MI (5.95 KM) TO OLD MILL DRIVE ON THE LEFT, CONTINUE SOUTHEAST FOR
 DH8382'0.1 MI (0.16 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8382'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8382'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8382'THE HIGHWAY PAVEMENT.  THE STATION IS 17.3 M (56.8 FT) NORTHEAST OF
 DH8382'THE CENTERLINE OF US HIGHWAY 14 AND STATE HIGHWAY 60 EAST, 66 M (216.5
 DH8382'FT) EAST-NORTHEAST OF AN --ADOPT A HIGHWAY SPONSOR-829TW ENGR.  DET
 DH8382'WISCONSIN ARMY NATIONAL GUARD-- SIGN, 42.4 M (139.1 FT) NORTHWEST OF A
 DH8382'--WILD LIFE VIEWING AREA --SIGN, 1.0 M (3.3 FT) NORTHWEST OF AN ORNAGE
 DH8382'4X4 PLASTIC WITNESS POST, 1.0 M (3.3 FT) EAST-NORTHEAST OF AN ORANGE
 DH8382'4X4 PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTHWEST OF AN ORANGE 4X4
 DH8382'PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE
 DH8382'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH8382
 DH8382                          STATION RECOVERY (2010)
 DH8382
 DH8382'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8382'RECOVERED IN GOOD CONDITION.
 DH8382
 DH8382                          STATION RECOVERY (2016)
 DH8382
 DH8382'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8382'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8381 ***********************************************************************
 DH8381  DESIGNATION -  2S47
 DH8381  PID         -  DH8381
 DH8381  STATE/COUNTY-  WI/RICHLAND
 DH8381  COUNTRY     -  US
 DH8381  USGS QUAD   -  AVOCA (2018)
 DH8381
 DH8381                         *CURRENT SURVEY CONTROL
 DH8381  ______________________________________________________________________
 DH8381* NAD 83(1986) POSITION- 43 12 30.99   (N) 090 15 52.21   (W)   HD_HELD1
 DH8381* NAVD 88 ORTHO HEIGHT -   214.455 (meters)      703.59  (feet) ADJUSTED
 DH8381  ______________________________________________________________________
 DH8381  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 DH8381  DYNAMIC HEIGHT  -        214.399 (meters)      703.41  (feet) COMP
 DH8381  MODELED GRAVITY -    980,354.2   (mgal)                       NAVD 88
 DH8381
 DH8381  VERT ORDER      -  SECOND    CLASS I
 DH8381
 DH8381.The horizontal coordinates were determined by differentially corrected
 DH8381.hand held GPS observations or other comparable positioning techniques
 DH8381.and have an estimated accuracy of +/- 3 meters.
 DH8381
 DH8381.The orthometric height was determined by differential leveling and
 DH8381.adjusted by the NATIONAL GEODETIC SURVEY
 DH8381.in July 2017.
 DH8381
 DH8381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8381.GEOID18 height accuracy estimate available here.
 DH8381
 DH8381.Click photographs - Photos may exist for this station.
 DH8381
 DH8381.The dynamic height is computed by dividing the NAVD 88
 DH8381.geopotential number by the normal gravity value computed on the
 DH8381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8381.degrees latitude (g = 980.6199 gals.).
 DH8381
 DH8381.The modeled gravity was interpolated from observed gravity values.
 DH8381
 DH8381;                    North         East    Units  Estimated Accuracy
 DH8381;SPC WI S     -   134,298.7     578,506.7     MT  (+/- 3 meters HH1 GPS) 
 DH8381
 DH8381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2221587614(NAD 83)
 DH8381
 DH8381                          SUPERSEDED SURVEY CONTROL
 DH8381
 DH8381  NAVD 88 (05/08/12)  214.465  (m)          703.62   (f) SUPERSEDED  2 1
 DH8381  NAVD 88 (04/20/07)  214.456  (m)          703.59   (f) SUPERSEDED  2 1
 DH8381
 DH8381.Superseded values are not recommended for survey control.
 DH8381
 DH8381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8381.See file dsdata.pdf to determine how the superseded data were derived.
 DH8381
 DH8381_MARKER: DD = SURVEY DISK
 DH8381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8381_STAMPING: 2S47 2004
 DH8381_MARK LOGO: WIDT
 DH8381_PROJECTION: FLUSH
 DH8381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8381+STABILITY: SURFACE MOTION
 DH8381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8381+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DH8381
 DH8381  HISTORY     - Date     Condition        Report By
 DH8381  HISTORY     - 2004     MONUMENTED       WIDT
 DH8381  HISTORY     - 20100713 GOOD             WIDT
 DH8381  HISTORY     - 20160710 GOOD             WIDT
 DH8381
 DH8381                          STATION DESCRIPTION
 DH8381
 DH8381'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8381'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8381'STATION FROM THE JUNCTION OF US HIGHWAY 14 AND STATE HIGHWAY 60 EAST
 DH8381'WITH STATE HIGHWAY 60 WEST AND COUNTY HIGHWAY JJ IN THE COMMUNITY OF
 DH8381'GOTHAM, GO SOUTHEAST ON US HIGHWAY 14 AND STATE HIGHWAY 60 EAST FOR
 DH8381'1.6 MI (2.57 KM) TO VALLEY LANE ON THE LEFT, CONTINUE SOUTHEAST ON US
 DH8381'HIGHWAY 14 AND STATE HIGHWAY 60 EAST FOR 0.2 MI (0.32 KM) TO THE
 DH8381'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8381'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8381'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DH8381'PAVEMENT.  THE STATION IS 15.8 M (51.8 FT) SOUTH-SOUTHWEST OF THE
 DH8381'CENTERLINE OF US HIGHWAY 14 AND STATE HIGHWAY 60 EAST, 50.7 M (166.3
 DH8381'FT) WEST OF POWERPOLE --9-2-33 21/8--, 25/6 M (82.0 FT) SOUTHEAST OF A
 DH8381'WOOD POST FOR A --WAYSIDE, NO OVERNIGHT CAMPING-- SIGN, 1.0 M (3.3 FT)
 DH8381'WEST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A
 DH8381'WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC
 DH8381'WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8381'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8381
 DH8381                          STATION RECOVERY (2010)
 DH8381
 DH8381'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8381'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 18.9 M SOUTHEAST OF
 DH8381'THE EXTENDED CENTERLINE OF THE NORTHWEST ENTRANCE TO A WAYSIDE.
 DH8381
 DH8381                          STATION RECOVERY (2016)
 DH8381
 DH8381'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8381'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8380 ***********************************************************************
 DH8380  DESIGNATION -  2S48
 DH8380  PID         -  DH8380
 DH8380  STATE/COUNTY-  WI/RICHLAND
 DH8380  COUNTRY     -  US
 DH8380  USGS QUAD   -  SEXTONVILLE (2018)
 DH8380
 DH8380                         *CURRENT SURVEY CONTROL
 DH8380  ______________________________________________________________________
 DH8380* NAD 83(1986) POSITION- 43 16 34.91   (N) 090 18 39.92   (W)   HD_HELD1
 DH8380* NAVD 88 ORTHO HEIGHT -   213.681 (meters)      701.05  (feet) ADJUSTED
 DH8380  ______________________________________________________________________
 DH8380  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 DH8380  DYNAMIC HEIGHT  -        213.625 (meters)      700.87  (feet) COMP
 DH8380  MODELED GRAVITY -    980,353.5   (mgal)                       NAVD 88
 DH8380
 DH8380  VERT ORDER      -  SECOND    CLASS I
 DH8380
 DH8380.The horizontal coordinates were determined by differentially corrected
 DH8380.hand held GPS observations or other comparable positioning techniques
 DH8380.and have an estimated accuracy of +/- 3 meters.
 DH8380
 DH8380.The orthometric height was determined by differential leveling and
 DH8380.adjusted by the WI DEPT OF TRANSP
 DH8380.in May 2012.
 DH8380
 DH8380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8380.GEOID18 height accuracy estimate available here.
 DH8380
 DH8380.Click photographs - Photos may exist for this station.
 DH8380
 DH8380.The dynamic height is computed by dividing the NAVD 88
 DH8380.geopotential number by the normal gravity value computed on the
 DH8380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8380.degrees latitude (g = 980.6199 gals.).
 DH8380
 DH8380.The modeled gravity was interpolated from observed gravity values.
 DH8380
 DH8380;                    North         East    Units  Estimated Accuracy
 DH8380;SPC WI S     -   141,838.7     574,749.2     MT  (+/- 3 meters HH1 GPS) 
 DH8380
 DH8380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1818895016(NAD 83)
 DH8380
 DH8380                          SUPERSEDED SURVEY CONTROL
 DH8380
 DH8380  NAVD 88 (04/20/07)  213.673  (m)          701.03   (f) SUPERSEDED  2 1
 DH8380
 DH8380.Superseded values are not recommended for survey control.
 DH8380
 DH8380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8380.See file dsdata.pdf to determine how the superseded data were derived.
 DH8380
 DH8380_MARKER: DD = SURVEY DISK
 DH8380_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8380_SP_SET: BRIDGE ABUTMENT
 DH8380_STAMPING: 2S48 2004
 DH8380_MARK LOGO: WIDT
 DH8380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8380+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DH8380
 DH8380  HISTORY     - Date     Condition        Report By
 DH8380  HISTORY     - 2004     MONUMENTED       WIDT
 DH8380  HISTORY     - 20100713 GOOD             WIDT
 DH8380  HISTORY     - 20160710 GOOD             WIDT
 DH8380
 DH8380                          STATION DESCRIPTION
 DH8380
 DH8380'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8380'OWNERSHIP--TOWN OF ORION.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8380'US HIGHWAY 14 WITH STATE HIGHWAY 58 ABOUT 4 MI (6.44 KM) SOUTHEAST OF
 DH8380'THE CITY OF RICHLAND CENTER, GO SOUTHEAST ON US HIGHWAY 14 FOR 1.7 MI
 DH8380'(2.74 KM) TO TWIN BLUFF DRIVE ON THE RIGHT, TURN RIGHT AND GO
 DH8380'SOUTHWEST ON TWIN BLUFF DRIVE FOR 0.4 MI (0.64 KM) TO THE STATION ON
 DH8380'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8380'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH
 DH8380'END OF THE EAST ABUTMENT OF A SMALL BRIDGE ABOUT LEVEL WITH THE ROAD
 DH8380'PAVEMENT.  THE STATION IS 4.7 M (15.4 FT) NORTHWEST OF THE CENTERLINE
 DH8380'OF TWIN BLUFF DRIVE, 2.7 M (8.9 FT) EAST OF METAL POST FOR A --STOP
 DH8380'AHEAD-- SIGN, AND 2.3 M (7.5 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DH8380'POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 DH8380'TO TREES TO THE EAST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DH8380
 DH8380                          STATION RECOVERY (2010)
 DH8380
 DH8380'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8380'RECOVERED IN GOOD CONDITION.  NOTE1---THE STATION IS SET IN THE TOP OF
 DH8380'THE NORTHWEST END OF THE NORTHEAST BRIDGE ABUTMENT.  NOTE2---THE
 DH8380'STATION IS SET IN THE SECOND BRIDGE SOUTHEAST OF US HIGHWAY 14.
 DH8380
 DH8380                          STATION RECOVERY (2016)
 DH8380
 DH8380'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8380'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8379 ***********************************************************************
 DH8379  DESIGNATION -  2S49
 DH8379  PID         -  DH8379
 DH8379  STATE/COUNTY-  WI/RICHLAND
 DH8379  COUNTRY     -  US
 DH8379  USGS QUAD   -  SEXTONVILLE (2018)
 DH8379
 DH8379                         *CURRENT SURVEY CONTROL
 DH8379  ______________________________________________________________________
 DH8379* NAD 83(1986) POSITION- 43 17 27.11   (N) 090 20 01.21   (W)   HD_HELD1
 DH8379* NAVD 88 ORTHO HEIGHT -   216.132 (meters)      709.09  (feet) ADJUSTED
 DH8379  ______________________________________________________________________
 DH8379  GEOID HEIGHT    -        -34.077 (meters)                     GEOID18
 DH8379  DYNAMIC HEIGHT  -        216.075 (meters)      708.91  (feet) COMP
 DH8379  MODELED GRAVITY -    980,351.0   (mgal)                       NAVD 88
 DH8379
 DH8379  VERT ORDER      -  SECOND    CLASS I
 DH8379
 DH8379.The horizontal coordinates were determined by differentially corrected
 DH8379.hand held GPS observations or other comparable positioning techniques
 DH8379.and have an estimated accuracy of +/- 3 meters.
 DH8379
 DH8379.The orthometric height was determined by differential leveling and
 DH8379.adjusted by the WI DEPT OF TRANSP
 DH8379.in May 2012.
 DH8379
 DH8379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8379.GEOID18 height accuracy estimate available here.
 DH8379
 DH8379.Click photographs - Photos may exist for this station.
 DH8379
 DH8379.The dynamic height is computed by dividing the NAVD 88
 DH8379.geopotential number by the normal gravity value computed on the
 DH8379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8379.degrees latitude (g = 980.6199 gals.).
 DH8379
 DH8379.The modeled gravity was interpolated from observed gravity values.
 DH8379
 DH8379;                    North         East    Units  Estimated Accuracy
 DH8379;SPC WI S     -   143,456.6     572,922.8     MT  (+/- 3 meters HH1 GPS) 
 DH8379
 DH8379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1630596568(NAD 83)
 DH8379
 DH8379                          SUPERSEDED SURVEY CONTROL
 DH8379
 DH8379  NAVD 88 (04/20/07)  216.124  (m)          709.07   (f) SUPERSEDED  2 1
 DH8379
 DH8379.Superseded values are not recommended for survey control.
 DH8379
 DH8379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8379.See file dsdata.pdf to determine how the superseded data were derived.
 DH8379
 DH8379_MARKER: DD = SURVEY DISK
 DH8379_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8379_SP_SET: BRIDGE ABUTMENT
 DH8379_STAMPING: 2S49 2004
 DH8379_MARK LOGO: WIDT
 DH8379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8379+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DH8379
 DH8379  HISTORY     - Date     Condition        Report By
 DH8379  HISTORY     - 20040622 MONUMENTED       WIDT
 DH8379  HISTORY     - 20100714 GOOD             WIDT
 DH8379  HISTORY     - 20160710 GOOD             WIDT
 DH8379
 DH8379                          STATION DESCRIPTION
 DH8379
 DH8379'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8379'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE
 DH8379'HIGHWAY 58 ABOUT 3 MI (4.83 KM) SOUTHEAST OF THE CITY OF THE CITY OF
 DH8379'RICHLAND CENTER GO SOUTH-SOUTHEAST ON US HIGHWAY 14 FOR 0.45 MI (0.72
 DH8379'KM) TO SAW MILL ROAD ON THE RIGHT, TURN RIGHT AND GO WESTERLY ON SAW
 DH8379'MILL ROAD FOR 0.6 MI (0.97 KM) TO THE STATION ON THE LEFT.  THE
 DH8379'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8379'SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END OF THE
 DH8379'WEST ABUTMENT OF A BRIDGE LOCATED WITHIN THE RIGHT OF WAY ABOUT LEVEL
 DH8379'WITH THE ROAD PAVEMENT.  THE STATION IS 3.3 M (10.8 FT) SOUTH OF THE
 DH8379'CENTERLINE OF SAW MILL ROAD AND 1.8 M (5.9 FT) EAST OF THE WEST END OF
 DH8379'THE SOUTHERN GUARD RAIL.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8379'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DH8379'FOR TREES TO THE SOUTHEAST EXTENDING TO 20 AND 30 DEGREES ABOVE THE
 DH8379'HORIZON.
 DH8379
 DH8379                          STATION RECOVERY (2010)
 DH8379
 DH8379'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8379'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.6 M EAST OF A
 DH8379'WHITE PLASTIC WITNESS POST.
 DH8379
 DH8379                          STATION RECOVERY (2016)
 DH8379
 DH8379'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8379'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8378 ***********************************************************************
 DH8378  DESIGNATION -  2S50
 DH8378  PID         -  DH8378
 DH8378  STATE/COUNTY-  WI/RICHLAND
 DH8378  COUNTRY     -  US
 DH8378  USGS QUAD   -  SEXTONVILLE (2018)
 DH8378
 DH8378                         *CURRENT SURVEY CONTROL
 DH8378  ______________________________________________________________________
 DH8378* NAD 83(1986) POSITION- 43 18 33.19   (N) 090 21 02.73   (W)   HD_HELD1
 DH8378* NAVD 88 ORTHO HEIGHT -   216.364 (meters)      709.85  (feet) ADJUSTED
 DH8378  ______________________________________________________________________
 DH8378  GEOID HEIGHT    -        -34.076 (meters)                     GEOID18
 DH8378  DYNAMIC HEIGHT  -        216.307 (meters)      709.67  (feet) COMP
 DH8378  MODELED GRAVITY -    980,351.7   (mgal)                       NAVD 88
 DH8378
 DH8378  VERT ORDER      -  SECOND    CLASS I
 DH8378
 DH8378.The horizontal coordinates were determined by differentially corrected
 DH8378.hand held GPS observations or other comparable positioning techniques
 DH8378.and have an estimated accuracy of +/- 3 meters.
 DH8378
 DH8378.The orthometric height was determined by differential leveling and
 DH8378.adjusted by the WI DEPT OF TRANSP
 DH8378.in May 2012.
 DH8378
 DH8378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8378.GEOID18 height accuracy estimate available here.
 DH8378
 DH8378.Click photographs - Photos may exist for this station.
 DH8378
 DH8378.The dynamic height is computed by dividing the NAVD 88
 DH8378.geopotential number by the normal gravity value computed on the
 DH8378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8378.degrees latitude (g = 980.6199 gals.).
 DH8378
 DH8378.The modeled gravity was interpolated from observed gravity values.
 DH8378
 DH8378;                    North         East    Units  Estimated Accuracy
 DH8378;SPC WI S     -   145,501.4     571,544.6     MT  (+/- 3 meters HH1 GPS) 
 DH8378
 DH8378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1485398562(NAD 83)
 DH8378
 DH8378                          SUPERSEDED SURVEY CONTROL
 DH8378
 DH8378  NAVD 88 (04/20/07)  216.356  (m)          709.83   (f) SUPERSEDED  2 1
 DH8378
 DH8378.Superseded values are not recommended for survey control.
 DH8378
 DH8378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8378.See file dsdata.pdf to determine how the superseded data were derived.
 DH8378
 DH8378_MARKER: DD = SURVEY DISK
 DH8378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8378_SP_SET: BRIDGE WINGWALL
 DH8378_STAMPING: 2S50 2004
 DH8378_MARK LOGO: WIDT
 DH8378_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8378+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DH8378
 DH8378  HISTORY     - Date     Condition        Report By
 DH8378  HISTORY     - 2004     MONUMENTED       WIDT
 DH8378  HISTORY     - 20100714 GOOD             WIDT
 DH8378  HISTORY     - 20160710 GOOD             WIDT
 DH8378
 DH8378                          STATION DESCRIPTION
 DH8378
 DH8378'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8378'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8378'US HIGHWAY 14 WITH STATE HIGHWAY 58 ABOUT 4 MI (6.44 KM) SOUTHEAST OF
 DH8378'THE CITY OF RICHLAND CENTER, GO NORTHWEST ON US HIGHWAY 14 FOR 1.7 MI
 DH8378'(2.74 KM) TO COUNTY HIGHWAY O ON THE LEFT, TURN LEFT AND GO SOUTH ON
 DH8378'COUNTY HIGHWAY O FOR 0.4 MI (0.64 KM) TO THE STATION ON THE RIGHT.
 DH8378'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8378'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTHWEST WINGWALL OF
 DH8378'A SMALL BRIDGE ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8378'STATION IS 7.8 M (25.6 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY O,
 DH8378'29.8 M (97.8 FT) SOUTH OF A --JCT OO-- SIGN AND 1.0 M (3.3 FT)
 DH8378'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DH8378'
 DH8378'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8378'THAN 20 DEGREES ABOVE THE HORIZON.
 DH8378
 DH8378                          STATION RECOVERY (2010)
 DH8378
 DH8378'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8378'RECOVERED IN GOOD CONDITION.  NOTE---THE STATION IS SET IN THE FIRST
 DH8378'BRIDGE SOUTH OF US HIGHWAY 14.
 DH8378
 DH8378                          STATION RECOVERY (2016)
 DH8378
 DH8378'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8378'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8377 ***********************************************************************
 DH8377  DESIGNATION -  2S51
 DH8377  PID         -  DH8377
 DH8377  STATE/COUNTY-  WI/RICHLAND
 DH8377  COUNTRY     -  US
 DH8377  USGS QUAD   -  RICHLAND CENTER (2018)
 DH8377
 DH8377                         *CURRENT SURVEY CONTROL
 DH8377  ______________________________________________________________________
 DH8377* NAD 83(1986) POSITION- 43 20 43.73   (N) 090 28 34.42   (W)   HD_HELD1
 DH8377* NAVD 88 ORTHO HEIGHT -   283.451 (meters)      929.96  (feet) ADJUSTED
 DH8377  ______________________________________________________________________
 DH8377  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 DH8377  DYNAMIC HEIGHT  -        283.378 (meters)      929.72  (feet) COMP
 DH8377  MODELED GRAVITY -    980,354.6   (mgal)                       NAVD 88
 DH8377
 DH8377  VERT ORDER      -  SECOND    CLASS I
 DH8377
 DH8377.The horizontal coordinates were determined by differentially corrected
 DH8377.hand held GPS observations or other comparable positioning techniques
 DH8377.and have an estimated accuracy of +/- 3 meters.
 DH8377
 DH8377.The orthometric height was determined by differential leveling and
 DH8377.adjusted by the WI DEPT OF TRANSP
 DH8377.in May 2012.
 DH8377
 DH8377.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8377.GEOID18 height accuracy estimate available here.
 DH8377
 DH8377.Click photographs - Photos may exist for this station.
 DH8377
 DH8377.The dynamic height is computed by dividing the NAVD 88
 DH8377.geopotential number by the normal gravity value computed on the
 DH8377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8377.degrees latitude (g = 980.6199 gals.).
 DH8377
 DH8377.The modeled gravity was interpolated from observed gravity values.
 DH8377
 DH8377;                    North         East    Units  Estimated Accuracy
 DH8377;SPC WI S     -   149,580.1     561,389.0     MT  (+/- 3 meters HH1 GPS) 
 DH8377
 DH8377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0455602274(NAD 83)
 DH8377
 DH8377                          SUPERSEDED SURVEY CONTROL
 DH8377
 DH8377  NAVD 88 (04/20/07)  283.445  (m)          929.94   (f) SUPERSEDED  2 1
 DH8377
 DH8377.Superseded values are not recommended for survey control.
 DH8377
 DH8377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8377.See file dsdata.pdf to determine how the superseded data were derived.
 DH8377
 DH8377_MARKER: DD = SURVEY DISK
 DH8377_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH8377_SP_SET: BOX CULVERT WINGWALL
 DH8377_STAMPING: 2S51 2004
 DH8377_MARK LOGO: WIDT
 DH8377_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8377+STABILITY: SURFACE MOTION
 DH8377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8377+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DH8377
 DH8377  HISTORY     - Date     Condition        Report By
 DH8377  HISTORY     - 2004     MONUMENTED       WIDT
 DH8377  HISTORY     - 20100719 GOOD             WIDT
 DH8377  HISTORY     - 20160710 GOOD             WIDT
 DH8377
 DH8377                          STATION DESCRIPTION
 DH8377
 DH8377'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8377'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8377'STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY HIGHWAY Z ABOUT
 DH8377'6 MI (9.66 KM) WEST OF THE CITY OF RICHLAND CENTER, GO EAST ON US
 DH8377'HIGHWAY 14 FOR 2.1 MI (3.38 KM) TO THE STATION ON THE RIGHT.  THE
 DH8377'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8377'SURVEY CONTROL STATION DISK SET IN THE SOUTHWEST WINGWALL OF A BOX
 DH8377'CULVERT ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8377'10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF THE TWO EASTBOUND LANES OF
 DH8377'US HIGHWAY 14.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8377'OBSERVATIONS DUE TO TREES IN ALL QUADRANTS BLOCKED ABOVE 25 DEGREES.
 DH8377
 DH8377                          STATION RECOVERY (2010)
 DH8377
 DH8377'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8377'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.40 MILE WEST OF
 DH8377'COUNTY HIGHWAY ZZ, 0.32 MILE WEST OF EDEN VALLEY LANE, 10.3 M EAST OF
 DH8377'THE WEST END OF A METAL GUARD RAIL, AND 0.4 M EAST OF A WHITE PLASTIC
 DH8377'WITNESS POST.
 DH8377
 DH8377                          STATION RECOVERY (2016)
 DH8377
 DH8377'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8377'RECOVERED IN GOOD CONDITION.
 DH8377'
 DH8377'NOTE-THE METAL GUARD RAIL ALONG THE SOUTH SIDE OF THE HIGHWAY HAS BEEN
 DH8377'REPLACED SINCE 2010 AND THE MARK IS NOW 41 M (134.5 FT) EAST OF THE
 DH8377'WEST END OF THE GUARD RAIL AND ABOUT 3 M (9.8 FT) SOUTH OF THE GUARD
 DH8377'RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8375 ***********************************************************************
 DH8375  DESIGNATION -  2S53
 DH8375  PID         -  DH8375
 DH8375  STATE/COUNTY-  WI/RICHLAND
 DH8375  COUNTRY     -  US
 DH8375  USGS QUAD   -  BOAZ (2018)
 DH8375
 DH8375                         *CURRENT SURVEY CONTROL
 DH8375  ______________________________________________________________________
 DH8375* NAD 83(1986) POSITION- 43 22 19.37   (N) 090 33 51.49   (W)   HD_HELD1
 DH8375* NAVD 88 ORTHO HEIGHT -   247.793 (meters)      812.97  (feet) ADJUSTED
 DH8375  ______________________________________________________________________
 DH8375  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 DH8375  DYNAMIC HEIGHT  -        247.727 (meters)      812.75  (feet) COMP
 DH8375  MODELED GRAVITY -    980,349.3   (mgal)                       NAVD 88
 DH8375
 DH8375  VERT ORDER      -  SECOND    CLASS I
 DH8375
 DH8375.The horizontal coordinates were determined by differentially corrected
 DH8375.hand held GPS observations or other comparable positioning techniques
 DH8375.and have an estimated accuracy of +/- 3 meters.
 DH8375
 DH8375.The orthometric height was determined by differential leveling and
 DH8375.adjusted by the WI DEPT OF TRANSP
 DH8375.in May 2012.
 DH8375
 DH8375.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8375.GEOID18 height accuracy estimate available here.
 DH8375
 DH8375.Click photographs - Photos may exist for this station.
 DH8375
 DH8375.The dynamic height is computed by dividing the NAVD 88
 DH8375.geopotential number by the normal gravity value computed on the
 DH8375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8375.degrees latitude (g = 980.6199 gals.).
 DH8375
 DH8375.The modeled gravity was interpolated from observed gravity values.
 DH8375
 DH8375;                    North         East    Units  Estimated Accuracy
 DH8375;SPC WI S     -   152,575.9     554,268.2     MT  (+/- 3 meters HH1 GPS) 
 DH8375
 DH8375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9733105012(NAD 83)
 DH8375
 DH8375                          SUPERSEDED SURVEY CONTROL
 DH8375
 DH8375  NAVD 88 (04/20/07)  247.787  (m)          812.95   (f) SUPERSEDED  2 1
 DH8375
 DH8375.Superseded values are not recommended for survey control.
 DH8375
 DH8375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8375.See file dsdata.pdf to determine how the superseded data were derived.
 DH8375
 DH8375_MARKER: DD = SURVEY DISK
 DH8375_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH8375_SP_SET: BOX CULVERT WINGWALL
 DH8375_STAMPING: 2S53 2004
 DH8375_MARK LOGO: WIDT
 DH8375_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8375+STABILITY: SURFACE MOTION
 DH8375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8375+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DH8375
 DH8375  HISTORY     - Date     Condition        Report By
 DH8375  HISTORY     - 2004     MONUMENTED       WIDT
 DH8375  HISTORY     - 20100719 GOOD             WIDT
 DH8375  HISTORY     - 20160710 GOOD             WIDT
 DH8375
 DH8375                          STATION DESCRIPTION
 DH8375
 DH8375'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8375'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8375'US HIGHWAY 14 WITH STATE HIGHWAY 171 AND COUNTY HIGHWAY EAST ABOUT 0.5
 DH8375'MI (0.8 KM) NORTH OF THE VILLAGE OF BOAZ, GO NORTHWEST ON US HIGHWAY
 DH8375'14 FOR 3.1 MI (4.99 KM) TO CORTLAND LANE ON THE RIGHT AND THE STATION
 DH8375'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8375'TRANSPORTATION GEODETIC SURVEY CONTROL STATION SET IN THE WESTERN MOST
 DH8375'WINGWALL OF A BOX CULVERT ABOUT 2 M (6.6 FT) BELOW THE HIGHWAY
 DH8375'PAVEMENT.  THE STATION IS 19.3 M (63.3 FT) NORTHEAST OF THE CENTERLINE
 DH8375'OF US HIGHWAY 14, 14 M (45.9 FT) NORTHWEST OF CENTERLINE OF CORTLAND
 DH8375'LANE.   ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 DH8375'ALL QUADRANTS BLOCKED BY TREES.
 DH8375
 DH8375                          STATION RECOVERY (2010)
 DH8375
 DH8375'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8375'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M EAST OF A
 DH8375'WHITE PLASTIC WITNESS POST.
 DH8375
 DH8375                          STATION RECOVERY (2016)
 DH8375
 DH8375'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8375'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8372 ***********************************************************************
 DH8372  DESIGNATION -  2S56
 DH8372  PID         -  DH8372
 DH8372  STATE/COUNTY-  WI/VERNON
 DH8372  COUNTRY     -  US
 DH8372  USGS QUAD   -  READSTOWN (2018)
 DH8372
 DH8372                         *CURRENT SURVEY CONTROL
 DH8372  ______________________________________________________________________
 DH8372* NAD 83(1986) POSITION- 43 27 08.69   (N) 090 47 15.76   (W)   HD_HELD1
 DH8372* NAVD 88 ORTHO HEIGHT -   237.348 (meters)      778.70  (feet) ADJUSTED
 DH8372  ______________________________________________________________________
 DH8372  GEOID HEIGHT    -        -33.077 (meters)                     GEOID18
 DH8372  DYNAMIC HEIGHT  -        237.290 (meters)      778.51  (feet) COMP
 DH8372  MODELED GRAVITY -    980,369.8   (mgal)                       NAVD 88
 DH8372
 DH8372  VERT ORDER      -  SECOND    CLASS I
 DH8372
 DH8372.The horizontal coordinates were determined by differentially corrected
 DH8372.hand held GPS observations or other comparable positioning techniques
 DH8372.and have an estimated accuracy of +/- 3 meters.
 DH8372
 DH8372.The orthometric height was determined by differential leveling and
 DH8372.adjusted by the WI DEPT OF TRANSP
 DH8372.in May 2012.
 DH8372
 DH8372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8372.GEOID18 height accuracy estimate available here.
 DH8372
 DH8372.Click photographs - Photos may exist for this station.
 DH8372
 DH8372.The dynamic height is computed by dividing the NAVD 88
 DH8372.geopotential number by the normal gravity value computed on the
 DH8372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8372.degrees latitude (g = 980.6199 gals.).
 DH8372
 DH8372.The modeled gravity was interpolated from observed gravity values.
 DH8372
 DH8372;                    North         East    Units  Estimated Accuracy
 DH8372;SPC WI S     -   161,650.5     536,247.8     MT  (+/- 3 meters HH1 GPS) 
 DH8372
 DH8372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7899313433(NAD 83)
 DH8372
 DH8372                          SUPERSEDED SURVEY CONTROL
 DH8372
 DH8372  NAVD 88 (04/20/07)  237.344  (m)          778.69   (f) SUPERSEDED  2 1
 DH8372
 DH8372.Superseded values are not recommended for survey control.
 DH8372
 DH8372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8372.See file dsdata.pdf to determine how the superseded data were derived.
 DH8372
 DH8372_MARKER: DD = SURVEY DISK
 DH8372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8372_SP_SET: BRIDGE WINGWALL
 DH8372_STAMPING: 2S56 2004
 DH8372_MARK LOGO: WIDT
 DH8372_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8372+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DH8372
 DH8372  HISTORY     - Date     Condition        Report By
 DH8372  HISTORY     - 2004     MONUMENTED       WIDT
 DH8372  HISTORY     - 20100623 GOOD             WIDT
 DH8372  HISTORY     - 20160710 GOOD             WIDT
 DH8372
 DH8372                          STATION DESCRIPTION
 DH8372
 DH8372'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8372'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8372'STATION FROM THE JUNCTION OF US HIGHWAY 14 AND US HIGHWAY 61 WITH
 DH8372'COUNTY HIGHWAY T, ABOUT 1 MI (1.61 KM) NORTHWEST OF THE VILLAGE OF
 DH8372'READSTOWN, GO EAST-SOUTHEAST ON US HIGHWAY 14 AND US HIGHWAY 61 FOR
 DH8372'0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8372'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8372'STATION DISK SET IN THE SOUTHERN MOST WINGWALL OF BRIDGE --B-62-6-78--
 DH8372'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.8 M (22.3 FT)
 DH8372'SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 14 AND US HIGHWAY 61.
 DH8372'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 DH8372'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8372
 DH8372                          STATION RECOVERY (2010)
 DH8372
 DH8372'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8372'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.2 M NORTHWEST OF
 DH8372'A WHITE PLASTIC WITNESS POST.
 DH8372
 DH8372                          STATION RECOVERY (2016)
 DH8372
 DH8372'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8372'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8371 ***********************************************************************
 DH8371  DESIGNATION -  2S57
 DH8371  PID         -  DH8371
 DH8371  STATE/COUNTY-  WI/VERNON
 DH8371  COUNTRY     -  US
 DH8371  USGS QUAD   -  READSTOWN (2018)
 DH8371
 DH8371                         *CURRENT SURVEY CONTROL
 DH8371  ______________________________________________________________________
 DH8371* NAD 83(1986) POSITION- 43 27 50.90   (N) 090 48 51.67   (W)   HD_HELD1
 DH8371* NAVD 88 ORTHO HEIGHT -   253.148 (meters)      830.54  (feet) ADJUSTED
 DH8371  ______________________________________________________________________
 DH8371  GEOID HEIGHT    -        -32.985 (meters)                     GEOID18
 DH8371  DYNAMIC HEIGHT  -        253.086 (meters)      830.33  (feet) COMP
 DH8371  MODELED GRAVITY -    980,368.4   (mgal)                       NAVD 88
 DH8371
 DH8371  VERT ORDER      -  SECOND    CLASS I
 DH8371
 DH8371.The horizontal coordinates were determined by differentially corrected
 DH8371.hand held GPS observations or other comparable positioning techniques
 DH8371.and have an estimated accuracy of +/- 3 meters.
 DH8371
 DH8371.The orthometric height was determined by differential leveling and
 DH8371.adjusted by the WI DEPT OF TRANSP
 DH8371.in May 2012.
 DH8371
 DH8371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8371.GEOID18 height accuracy estimate available here.
 DH8371
 DH8371.Click photographs - Photos may exist for this station.
 DH8371
 DH8371.The dynamic height is computed by dividing the NAVD 88
 DH8371.geopotential number by the normal gravity value computed on the
 DH8371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8371.degrees latitude (g = 980.6199 gals.).
 DH8371
 DH8371.The modeled gravity was interpolated from observed gravity values.
 DH8371
 DH8371;                    North         East    Units  Estimated Accuracy
 DH8371;SPC WI S     -   162,973.7     534,104.3     MT  (+/- 3 meters HH1 GPS) 
 DH8371
 DH8371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7680414679(NAD 83)
 DH8371
 DH8371                          SUPERSEDED SURVEY CONTROL
 DH8371
 DH8371  NAVD 88 (04/20/07)  253.145  (m)          830.53   (f) SUPERSEDED  2 1
 DH8371
 DH8371.Superseded values are not recommended for survey control.
 DH8371
 DH8371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8371.See file dsdata.pdf to determine how the superseded data were derived.
 DH8371
 DH8371_MARKER: DD = SURVEY DISK
 DH8371_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH8371_SP_SET: BOX CULVERT WINGWALL
 DH8371_STAMPING: 2S57 2004
 DH8371_MARK LOGO: WIDT
 DH8371_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8371+STABILITY: SURFACE MOTION
 DH8371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8371+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DH8371
 DH8371  HISTORY     - Date     Condition        Report By
 DH8371  HISTORY     - 2004     MONUMENTED       WIDT
 DH8371  HISTORY     - 20100623 GOOD             WIDT
 DH8371  HISTORY     - 20151013 GOOD             WIDT
 DH8371  HISTORY     - 20160710 GOOD             WIDT
 DH8371
 DH8371                          STATION DESCRIPTION
 DH8371
 DH8371'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8371'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8371'STATION FROM THE JUNCTION OF US HIGHWAY 14 AND US HIGHWAY 61 WITH
 DH8371'COUNTY HIGHWAY JJ ABOUT 5 MI (8.05 KM) SOUTH-SOUTHEAST OF THE CITY OF
 DH8371'VIROQUA, GO SOUTHEAST ON US HIGHWAY 14 AND US HIGHWAY 61 FOR 1.15 MI
 DH8371'(1.85 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8371'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8371'DISK SET IN THE SOUTHERN MOST WINGWALL OF A BOX CULVERT ABOUT 1 M (3.3
 DH8371'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.3 M (24.0 FT)
 DH8371'SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 14 AND US HIGHWAY 61, 32.8 M
 DH8371'(107.6 FT) NORTH OF TELEPHONE PEDESTAL --R4 A1A1-- AND 1.0 M (3.3 FT)
 DH8371'NORTHWEST OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION
 DH8371'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES EXCEPT
 DH8371'FOR TREES TO THE NORTH EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8371
 DH8371                          STATION RECOVERY (2010)
 DH8371
 DH8371'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8371'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.51 MILE NORTHWEST
 DH8371'OF RILEY ROAD AND 15.1 M SOUTHEAST OF THE EXTENDED CENTERLINE OF
 DH8371'PRIVATE ENTRANCE --S7364A--.
 DH8371
 DH8371                          STATION RECOVERY (2015)
 DH8371
 DH8371'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DH8371'RECOVERED AS DESCRIBED.
 DH8371
 DH8371                          STATION RECOVERY (2016)
 DH8371
 DH8371'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8371'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5167 ***********************************************************************
 DQ5167  DESIGNATION -  2S90
 DQ5167  PID         -  DQ5167
 DQ5167  STATE/COUNTY-  WI/RICHLAND
 DQ5167  COUNTRY     -  US
 DQ5167  USGS QUAD   -  RICHLAND CENTER (2018)
 DQ5167
 DQ5167                         *CURRENT SURVEY CONTROL
 DQ5167  ______________________________________________________________________
 DQ5167* NAD 83(1986) POSITION- 43 20 49.98   (N) 090 28 07.03   (W)   HD_HELD1
 DQ5167* NAVD 88 ORTHO HEIGHT -   319.297 (meters)     1047.56  (feet) ADJUSTED
 DQ5167  ______________________________________________________________________
 DQ5167  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 DQ5167  DYNAMIC HEIGHT  -        319.215 (meters)     1047.29  (feet) COMP
 DQ5167  MODELED GRAVITY -    980,354.7   (mgal)                       NAVD 88
 DQ5167
 DQ5167  VERT ORDER      -  SECOND    CLASS I
 DQ5167
 DQ5167.The horizontal coordinates were determined by differentially corrected
 DQ5167.hand held GPS observations or other comparable positioning techniques
 DQ5167.and have an estimated accuracy of +/- 3 meters.
 DQ5167
 DQ5167.The orthometric height was determined by differential leveling and
 DQ5167.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5167.in July 2017.
 DQ5167
 DQ5167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5167.GEOID18 height accuracy estimate available here.
 DQ5167
 DQ5167.Click photographs - Photos may exist for this station.
 DQ5167
 DQ5167.The dynamic height is computed by dividing the NAVD 88
 DQ5167.geopotential number by the normal gravity value computed on the
 DQ5167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5167.degrees latitude (g = 980.6199 gals.).
 DQ5167
 DQ5167.The modeled gravity was interpolated from observed gravity values.
 DQ5167
 DQ5167;                    North         East    Units  Estimated Accuracy
 DQ5167;SPC WI S     -   149,769.5     562,006.9     MT  (+/- 3 meters HH1 GPS) 
 DQ5167
 DQ5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0516702485(NAD 83)
 DQ5167
 DQ5167                          SUPERSEDED SURVEY CONTROL
 DQ5167
 DQ5167.No superseded survey control is available for this station.
 DQ5167
 DQ5167_MARKER: F = FLANGE-ENCASED ROD
 DQ5167_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ5167_STAMPING: 2S90 2016
 DQ5167_MARK LOGO: WIDT
 DQ5167_PROJECTION: FLUSH
 DQ5167_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ5167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5167+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5167_ROD/PIPE-DEPTH: 8.8 meters
 DQ5167_SLEEVE-DEPTH  : 0.6 meters
 DQ5167
 DQ5167  HISTORY     - Date     Condition        Report By
 DQ5167  HISTORY     - 2016     MONUMENTED       WIDT
 DQ5167  HISTORY     - 20160710 GOOD             WIDT
 DQ5167
 DQ5167                          STATION DESCRIPTION
 DQ5167
 DQ5167'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5167'THE STATION IS 11 MI (17.7 KM) NORTH OF MUSCODA, 4 MI (6.4 KM) WEST OF
 DQ5167'RICHLAND CENTER AND 3.5 MI (5.6 KM) NORTHEAST OF BOAZ.
 DQ5167'
 DQ5167'THE STATION IS AT THE JUNCTION OF US HIGHWAY 14 WITH COUNTY HIGHWAY
 DQ5167'ZZ, IN THE NORTHEAST QUADRANT OF THE INTERSECTION, ABOUT 4 MI (6.4 KM)
 DQ5167'WEST OF THE CITY OF RICHLAND CENTER.
 DQ5167'
 DQ5167'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ5167'SLEEVE, DRIVEN 8.8 M (28.9 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ5167'ALUMINUM ACCESS COVER AND 35 CM (14 INCHES) DIAMETER CONCRETE COLLAR,
 DQ5167'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 DQ5167'HIGHWAY GRADE.
 DQ5167'
 DQ5167'THE STATION IS 9.4 M (30.8 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DQ5167'HIGHWAY ZZ, ABOUT 61 M (200.1 FT) NORTHWEST OF THE CENTER OF THE
 DQ5167'INTERSECTION OF US HIGHWAY 14 WITH COUNTY HIGHWAY ZZ, 26 M (85.3 FT)
 DQ5167'NORTHEAST OF A UTILITY POLE WITH A GUY WIRE, 17 M (55.8 FT) NORTHWEST
 DQ5167'OF A FIELD ENTRANCE AND 0.5 M (1.6 FT) SOUTHWEST OF A WHITE PLASTIC
 DQ5167'WITNESS POST.
 DQ5167'
 DQ5167'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5167'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5166 ***********************************************************************
 DQ5166  DESIGNATION -  2S91
 DQ5166  PID         -  DQ5166
 DQ5166  STATE/COUNTY-  WI/RICHLAND
 DQ5166  COUNTRY     -  US
 DQ5166  USGS QUAD   -  SABIN (2018)
 DQ5166
 DQ5166                         *CURRENT SURVEY CONTROL
 DQ5166  ______________________________________________________________________
 DQ5166* NAD 83(1986) POSITION- 43 22 58.39   (N) 090 35 09.31   (W)   HD_HELD1
 DQ5166* NAVD 88 ORTHO HEIGHT -   269.146 (meters)      883.02  (feet) ADJUSTED
 DQ5166  ______________________________________________________________________
 DQ5166  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 DQ5166  DYNAMIC HEIGHT  -        269.075 (meters)      882.79  (feet) COMP
 DQ5166  MODELED GRAVITY -    980,349.9   (mgal)                       NAVD 88
 DQ5166
 DQ5166  VERT ORDER      -  SECOND    CLASS I
 DQ5166
 DQ5166.The horizontal coordinates were determined by differentially corrected
 DQ5166.hand held GPS observations or other comparable positioning techniques
 DQ5166.and have an estimated accuracy of +/- 3 meters.
 DQ5166
 DQ5166.The orthometric height was determined by differential leveling and
 DQ5166.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5166.in July 2017.
 DQ5166
 DQ5166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5166.GEOID18 height accuracy estimate available here.
 DQ5166
 DQ5166.Click photographs - Photos may exist for this station.
 DQ5166
 DQ5166.The dynamic height is computed by dividing the NAVD 88
 DQ5166.geopotential number by the normal gravity value computed on the
 DQ5166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5166.degrees latitude (g = 980.6199 gals.).
 DQ5166
 DQ5166.The modeled gravity was interpolated from observed gravity values.
 DQ5166
 DQ5166;                    North         East    Units  Estimated Accuracy
 DQ5166;SPC WI S     -   153,792.1     552,524.9     MT  (+/- 3 meters HH1 GPS) 
 DQ5166
 DQ5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9554406165(NAD 83)
 DQ5166
 DQ5166                          SUPERSEDED SURVEY CONTROL
 DQ5166
 DQ5166.No superseded survey control is available for this station.
 DQ5166
 DQ5166_MARKER: F = FLANGE-ENCASED ROD
 DQ5166_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ5166_STAMPING: 2S91 2016
 DQ5166_MARK LOGO: WIDT
 DQ5166_PROJECTION: FLUSH
 DQ5166_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ5166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5166+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5166_ROD/PIPE-DEPTH: 6.1 meters
 DQ5166_SLEEVE-DEPTH  : 0.6 meters
 DQ5166
 DQ5166  HISTORY     - Date     Condition        Report By
 DQ5166  HISTORY     - 2016     MONUMENTED       WIDT
 DQ5166  HISTORY     - 20160710 GOOD             WIDT
 DQ5166
 DQ5166                          STATION DESCRIPTION
 DQ5166
 DQ5166'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5166'THE STATION IS 14 MI (22.5 KM) NORTH OF BLUE RIVER, 11 MI (17.7 KM)
 DQ5166'SOUTHEAST OF READSTOWN AND 10 MI (16.1 KM) WEST-NORTHWEST OF RICHLAND
 DQ5166'CENTER.
 DQ5166'
 DQ5166'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ5166'HIGHWAY G, ABOUT 6 MI (9.7 KM) NORTHWEST OF THE VILLAGE OF BOAZ, GO
 DQ5166'SOUTHEAST ON US HIGHWAY 14 FOR 0.5 MI (0.8 KM) TO TOWNLINE ROAD.
 DQ5166'CONTINUE SOUTHEAST ON US HIGHWAY 14 FOR 0.75 MI (1.21 KM) TO A
 DQ5166'DRIVEWAY ON THE RIGHT -14137- AND THE STATION ON THE RIGHT.
 DQ5166'
 DQ5166'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ5166'SLEEVE, DRIVEN 6.1 M (20.0 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ5166'ALUMINUM ACCESS COVER AND 35 CM (14 INCHES) DIAMETER CONCRETE COLLAR,
 DQ5166'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT)
 DQ5166'LOWER THAN THE HIGHWAY GRADE.
 DQ5166'
 DQ5166'THE STATION IS 14.0 M (45.9 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY
 DQ5166'14, 20.4 M (66.9 FT) SOUTHEAST OF A GREEN HIGHWAY ROAD SIGN -HILLTOP
 DQ5166'VALLEY RD-, 12 M (39.4 FT) WEST OF A DRIVEWAY -14137- AND IS LOCATED
 DQ5166'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DQ5166'POSTS.
 DQ5166'
 DQ5166'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5166'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH AND NORTHWEST
 DQ5166'EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND POWER LINES TO THE SOUTH
 DQ5166'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5165 ***********************************************************************
 DQ5165  DESIGNATION -  2S92
 DQ5165  PID         -  DQ5165
 DQ5165  STATE/COUNTY-  WI/RICHLAND
 DQ5165  COUNTRY     -  US
 DQ5165  USGS QUAD   -  SABIN (2018)
 DQ5165
 DQ5165                         *CURRENT SURVEY CONTROL
 DQ5165  ______________________________________________________________________
 DQ5165* NAD 83(1986) POSITION- 43 23 14.37   (N) 090 36 10.89   (W)   HD_HELD1
 DQ5165* NAVD 88 ORTHO HEIGHT -   281.235 (meters)      922.69  (feet) ADJUSTED
 DQ5165  ______________________________________________________________________
 DQ5165  GEOID HEIGHT    -        -33.559 (meters)                     GEOID18
 DQ5165  DYNAMIC HEIGHT  -        281.162 (meters)      922.45  (feet) COMP
 DQ5165  MODELED GRAVITY -    980,352.8   (mgal)                       NAVD 88
 DQ5165
 DQ5165  VERT ORDER      -  SECOND    CLASS I
 DQ5165
 DQ5165.The horizontal coordinates were determined by differentially corrected
 DQ5165.hand held GPS observations or other comparable positioning techniques
 DQ5165.and have an estimated accuracy of +/- 3 meters.
 DQ5165
 DQ5165.The orthometric height was determined by differential leveling and
 DQ5165.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5165.in July 2017.
 DQ5165
 DQ5165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5165.GEOID18 height accuracy estimate available here.
 DQ5165
 DQ5165.Click photographs - Photos may exist for this station.
 DQ5165
 DQ5165.The dynamic height is computed by dividing the NAVD 88
 DQ5165.geopotential number by the normal gravity value computed on the
 DQ5165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5165.degrees latitude (g = 980.6199 gals.).
 DQ5165
 DQ5165.The modeled gravity was interpolated from observed gravity values.
 DQ5165
 DQ5165;                    North         East    Units  Estimated Accuracy
 DQ5165;SPC WI S     -   154,295.1     551,142.5     MT  (+/- 3 meters HH1 GPS) 
 DQ5165
 DQ5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9414506618(NAD 83)
 DQ5165
 DQ5165                          SUPERSEDED SURVEY CONTROL
 DQ5165
 DQ5165.No superseded survey control is available for this station.
 DQ5165
 DQ5165_MARKER: DD = SURVEY DISK
 DQ5165_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ5165_SP_SET: BOX CULVERT
 DQ5165_STAMPING: 2S92 2016
 DQ5165_MARK LOGO: WIDT
 DQ5165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ5165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5165+STABILITY: SURFACE MOTION
 DQ5165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5165+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5165
 DQ5165  HISTORY     - Date     Condition        Report By
 DQ5165  HISTORY     - 2010     MONUMENTED       WIDT
 DQ5165  HISTORY     - 20160710 GOOD             WIDT
 DQ5165
 DQ5165                          STATION DESCRIPTION
 DQ5165
 DQ5165'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5165'THE STATION IS 11 MI (17.7 KM) WEST-NORTHWEST OF RICHLAND CENTER, 9 MI
 DQ5165'(14.5 KM) SOUTHEAST OF READSTOWN AND 5 MI (8.0 KM) NORTHWEST OF BOAZ.
 DQ5165'
 DQ5165'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ5165'HIGHWAY G, ABOUT 6 MI (9.7 KM) NORTHEAST OF THE VILLAGE OF BOAZ, GO
 DQ5165'SOUTHEAST ON US HIGHWAY 14 FOR 0.35 MI (0.56 KM) TO A BOX CULVERT AND
 DQ5165'THE STATION ON THE LEFT.
 DQ5165'
 DQ5165'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5165'SURVEY DISK SET IN A DRILL HOLE IN THE TOP OF THE NORTHWEST SIDE OF
 DQ5165'THE NORTHEAST END OF THE BOX CULVERT -C-52-2031-, ABOUT LEVEL WITH
 DQ5165'HIGHWAY GRADE.
 DQ5165'
 DQ5165'THE STATION IS 9.3 M (30.5 FT) NORTHEAST OF THE CENTERLINE OF US
 DQ5165'HIGHWAY 14, 55 M (180.4 FT) NORTHWEST OF BOSSTOWN LANE AND 0.8 M (2.6
 DQ5165'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DQ5165'
 DQ5165'NOTE-DISK WAS SET IN 2010 AND THE YEAR 2016 WAS STAMPED IN DISK DURING
 DQ5165'SURVEY.
 DQ5165'
 DQ5165'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ5165'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5164 ***********************************************************************
 DQ5164  DESIGNATION -  2S93
 DQ5164  PID         -  DQ5164
 DQ5164  STATE/COUNTY-  WI/RICHLAND
 DQ5164  COUNTRY     -  US
 DQ5164  USGS QUAD   -  SABIN (2018)
 DQ5164
 DQ5164                         *CURRENT SURVEY CONTROL
 DQ5164  ______________________________________________________________________
 DQ5164* NAD 83(1986) POSITION- 43 23 21.74   (N) 090 36 31.98   (W)   HD_HELD1
 DQ5164* NAVD 88 ORTHO HEIGHT -   286.011 (meters)      938.35  (feet) ADJUSTED
 DQ5164  ______________________________________________________________________
 DQ5164  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 DQ5164  DYNAMIC HEIGHT  -        285.937 (meters)      938.11  (feet) COMP
 DQ5164  MODELED GRAVITY -    980,354.0   (mgal)                       NAVD 88
 DQ5164
 DQ5164  VERT ORDER      -  SECOND    CLASS I
 DQ5164
 DQ5164.The horizontal coordinates were determined by differentially corrected
 DQ5164.hand held GPS observations or other comparable positioning techniques
 DQ5164.and have an estimated accuracy of +/- 3 meters.
 DQ5164
 DQ5164.The orthometric height was determined by differential leveling and
 DQ5164.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5164.in July 2017.
 DQ5164
 DQ5164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5164.GEOID18 height accuracy estimate available here.
 DQ5164
 DQ5164.Click photographs - Photos may exist for this station.
 DQ5164
 DQ5164.The dynamic height is computed by dividing the NAVD 88
 DQ5164.geopotential number by the normal gravity value computed on the
 DQ5164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5164.degrees latitude (g = 980.6199 gals.).
 DQ5164
 DQ5164.The modeled gravity was interpolated from observed gravity values.
 DQ5164
 DQ5164;                    North         East    Units  Estimated Accuracy
 DQ5164;SPC WI S     -   154,526.0     550,669.5     MT  (+/- 3 meters HH1 GPS) 
 DQ5164
 DQ5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9366406832(NAD 83)
 DQ5164
 DQ5164                          SUPERSEDED SURVEY CONTROL
 DQ5164
 DQ5164.No superseded survey control is available for this station.
 DQ5164
 DQ5164_MARKER: DD = SURVEY DISK
 DQ5164_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ5164_SP_SET: BRIDGE ABUTMENT
 DQ5164_STAMPING: 2S93 2016
 DQ5164_MARK LOGO: WIDT
 DQ5164_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ5164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5164+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5164
 DQ5164  HISTORY     - Date     Condition        Report By
 DQ5164  HISTORY     - 2000     MONUMENTED       WIDT
 DQ5164  HISTORY     - 20160710 GOOD             WIDT
 DQ5164
 DQ5164                          STATION DESCRIPTION
 DQ5164
 DQ5164'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5164'THE STATION IS 12 MI (19.3 KM) WEST-NORTHWEST OF RICHLAND CENTER, 8 MI
 DQ5164'(12.9 KM) SOUTHEAST OF READSTOWN AND 6 MI (9.7 KM) NORTHWEST OF BOAZ.
 DQ5164'
 DQ5164'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ5164'HIGHWAY G, ABOUT 6 MI (9.7 KM) NORTHEAST OF THE VILLAGE OF BOAZ, GO
 DQ5164'SOUTH ON COPPERNOLL HOLLOW DRIVE FOR ABOUT 250 FT (76.2 M) TO THE
 DQ5164'SOUTH END OF A BRIDGE OVER THE WEST BRANCH OF MILLING CREEK AND THE
 DQ5164'STATION ON THE LEFT.
 DQ5164'
 DQ5164'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5164'VERTICAL CONTROL DISK SET IN A DRILL HOLE IN THE TOP OF THE EAST END
 DQ5164'OF THE SOUTH ABUTMENT OF THE BRIDGE B-52-227-00, ABOUT LEVEL WITH
 DQ5164'HIGHWAY GRADE.
 DQ5164'
 DQ5164'THE STATION IS 4 M (13.1 FT) EAST OF THE CENTER OF COPPERNOLL HOLLOW
 DQ5164'DRIVE, 14 M (45.9 FT) NORTH OF THE CENTER OF JO-DY LANE, 1.2 M (3.9
 DQ5164'FT) NORTH-NORTHEAST OF A WOODEN POST FOR A TIGER BOARD SIGN AND 1.2 M
 DQ5164'(3.9 FT) NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DQ5164'
 DQ5164'NOTE-DISK WAS SET IN 2000 AND STAMPED THE YEAR 2016 FOR THIS SURVEY.
 DQ5164'
 DQ5164'NOTE-THIS STATION IS OBSTRUCTED BY TREES IN VARIOUS DIRECTIONS
 DQ5164'EXTENDING HIGHER THAN 20 TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5163 ***********************************************************************
 DQ5163  DESIGNATION -  2S94
 DQ5163  PID         -  DQ5163
 DQ5163  STATE/COUNTY-  WI/RICHLAND
 DQ5163  COUNTRY     -  US
 DQ5163  USGS QUAD   -  SUGAR GROVE (2018)
 DQ5163
 DQ5163                         *CURRENT SURVEY CONTROL
 DQ5163  ______________________________________________________________________
 DQ5163* NAD 83(1986) POSITION- 43 23 38.28   (N) 090 37 31.61   (W)   HD_HELD1
 DQ5163* NAVD 88 ORTHO HEIGHT -   362.288 (meters)     1188.61  (feet) ADJUSTED
 DQ5163  ______________________________________________________________________
 DQ5163  GEOID HEIGHT    -        -33.503 (meters)                     GEOID18
 DQ5163  DYNAMIC HEIGHT  -        362.193 (meters)     1188.29  (feet) COMP
 DQ5163  MODELED GRAVITY -    980,347.3   (mgal)                       NAVD 88
 DQ5163
 DQ5163  VERT ORDER      -  SECOND    CLASS I
 DQ5163
 DQ5163.The horizontal coordinates were determined by differentially corrected
 DQ5163.hand held GPS observations or other comparable positioning techniques
 DQ5163.and have an estimated accuracy of +/- 3 meters.
 DQ5163
 DQ5163.The orthometric height was determined by differential leveling and
 DQ5163.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5163.in July 2017.
 DQ5163
 DQ5163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5163.GEOID18 height accuracy estimate available here.
 DQ5163
 DQ5163.Click photographs - Photos may exist for this station.
 DQ5163
 DQ5163.The dynamic height is computed by dividing the NAVD 88
 DQ5163.geopotential number by the normal gravity value computed on the
 DQ5163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5163.degrees latitude (g = 980.6199 gals.).
 DQ5163
 DQ5163.The modeled gravity was interpolated from observed gravity values.
 DQ5163
 DQ5163;                    North         East    Units  Estimated Accuracy
 DQ5163;SPC WI S     -   155,046.3     549,331.4     MT  (+/- 3 meters HH1 GPS) 
 DQ5163
 DQ5163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9230707304(NAD 83)
 DQ5163
 DQ5163                          SUPERSEDED SURVEY CONTROL
 DQ5163
 DQ5163.No superseded survey control is available for this station.
 DQ5163
 DQ5163_MARKER: F = FLANGE-ENCASED ROD
 DQ5163_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ5163_STAMPING: 2S94 2016
 DQ5163_MARK LOGO: WIDT
 DQ5163_PROJECTION: FLUSH
 DQ5163_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ5163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5163+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5163_ROD/PIPE-DEPTH: 4.6 meters
 DQ5163_SLEEVE-DEPTH  : 0.6 meters
 DQ5163
 DQ5163  HISTORY     - Date     Condition        Report By
 DQ5163  HISTORY     - 2016     MONUMENTED       WIDT
 DQ5163  HISTORY     - 20160710 GOOD             WIDT
 DQ5163
 DQ5163                          STATION DESCRIPTION
 DQ5163
 DQ5163'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5163'THE STATION IS 8 MI (12.9 KM) SOUTH OF VIOLA, 8 MI (12.9 KM) SOUTHEAST
 DQ5163'OF READSTOWN AND 7 MI (11.3 KM) NORTHWEST OF BOAZ.
 DQ5163'
 DQ5163'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ5163'HIGHWAY EE, ABOUT 7 MI (11.3 KM) EAST OF THE CITY OF SOLDIERS GROVE
 DQ5163'AND 1 MI (1.6 KM) 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF SYLVAN, GO
 DQ5163'SOUTH ON US HIGHWAY 14 FOR 1.0 MI (1.6 KM) TO DAHL ROAD ON THE LEFT.
 DQ5163'TURN LEFT AND GO EAST ON DAHL ROAD FOR 0.05 MI (0.08 KM) TO THE
 DQ5163'STATION ON THE LEFT.
 DQ5163'
 DQ5163'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ5163'SLEEVE, DRIVEN 4.6 M (15.1 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ5163'ALUMINUM ACCESS COVER AND 35 CM (14 INCHES) DIAMETER CONCRETE COLLAR,
 DQ5163'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT)
 DQ5163'HIGHER THAN ROAD GRADE.
 DQ5163'
 DQ5163'THE STATION IS 6.5 M (21.3 FT) NORTH OF THE CENTER OF DAHL LANE, ABOUT
 DQ5163'89 M (292.0 FT) EAST OF THE CENTER OF US HIGHWAY 14, 3.4 M (11.2 FT)
 DQ5163'SOUTH OF A BARBED WIRE FENCE, 2.0 M (6.6 FT) SOUTHWEST OF A YELLOW
 DQ5163'RIGHT-OF-WAY POST AND LOCATED IN BETWEEN TWO WHITE PLASTIC WITNESS
 DQ5163'POSTS.
 DQ5163'
 DQ5163'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5163'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5162 ***********************************************************************
 DQ5162  DESIGNATION -  2S95
 DQ5162  PID         -  DQ5162
 DQ5162  STATE/COUNTY-  WI/RICHLAND
 DQ5162  COUNTRY     -  US
 DQ5162  USGS QUAD   -  SUGAR GROVE (2018)
 DQ5162
 DQ5162                         *CURRENT SURVEY CONTROL
 DQ5162  ______________________________________________________________________
 DQ5162* NAD 83(1986) POSITION- 43 25 25.99   (N) 090 39 28.21   (W)   HD_HELD1
 DQ5162* NAVD 88 ORTHO HEIGHT -   379.451 (meters)     1244.92  (feet) ADJUSTED
 DQ5162  ______________________________________________________________________
 DQ5162  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 DQ5162  DYNAMIC HEIGHT  -        379.352 (meters)     1244.59  (feet) COMP
 DQ5162  MODELED GRAVITY -    980,346.9   (mgal)                       NAVD 88
 DQ5162
 DQ5162  VERT ORDER      -  SECOND    CLASS I
 DQ5162
 DQ5162.The horizontal coordinates were determined by differentially corrected
 DQ5162.hand held GPS observations or other comparable positioning techniques
 DQ5162.and have an estimated accuracy of +/- 3 meters.
 DQ5162
 DQ5162.The orthometric height was determined by differential leveling and
 DQ5162.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5162.in July 2017.
 DQ5162
 DQ5162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5162.GEOID18 height accuracy estimate available here.
 DQ5162
 DQ5162.Click photographs - Photos may exist for this station.
 DQ5162
 DQ5162.The dynamic height is computed by dividing the NAVD 88
 DQ5162.geopotential number by the normal gravity value computed on the
 DQ5162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5162.degrees latitude (g = 980.6199 gals.).
 DQ5162
 DQ5162.The modeled gravity was interpolated from observed gravity values.
 DQ5162
 DQ5162;                    North         East    Units  Estimated Accuracy
 DQ5162;SPC WI S     -   158,390.2     546,733.8     MT  (+/- 3 meters HH1 GPS) 
 DQ5162
 DQ5162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8959110552(NAD 83)
 DQ5162
 DQ5162                          SUPERSEDED SURVEY CONTROL
 DQ5162
 DQ5162.No superseded survey control is available for this station.
 DQ5162
 DQ5162_MARKER: F = FLANGE-ENCASED ROD
 DQ5162_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ5162_STAMPING: 2S95 2016
 DQ5162_MARK LOGO: WIDT
 DQ5162_PROJECTION: FLUSH
 DQ5162_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ5162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5162+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5162_ROD/PIPE-DEPTH: 5.8 meters
 DQ5162_SLEEVE-DEPTH  : 0.6 meters
 DQ5162
 DQ5162  HISTORY     - Date     Condition        Report By
 DQ5162  HISTORY     - 2016     MONUMENTED       WIDT
 DQ5162  HISTORY     - 20160710 GOOD             WIDT
 DQ5162
 DQ5162                          STATION DESCRIPTION
 DQ5162
 DQ5162'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5162'THE STATION IS 6 MI (9.7 KM) SOUTH OF VIOLA, 6 MI (9.7 KM) SOUTHEAST
 DQ5162'OF READSTOWN AND 6 MI (9.7 KM) NORTHEAST OF SOLDIERS GROVE.
 DQ5162'
 DQ5162'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ5162'HIGHWAY X, ABOUT 4 MI (6.4 KM) SOUTHEAST OF THE VILLAGE OF READSTOWN,
 DQ5162'GO EAST ON US HIGHWAY 14 FOR 1.35 MI (2.17 KM) TO THE EASTERN JUNCTION
 DQ5162'WITH KOKAMONJO ROAD ON THE RIGHT, HIGH POINT ROAD ON THE LEFT AND THE
 DQ5162'STATION ON THE RIGHT.
 DQ5162'
 DQ5162'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ5162'SLEEVE, DRIVEN 5.8 M (19.0 FT) TO REFUSAL, LOCATED INSIDE OF AN
 DQ5162'ALUMINUM ACCESS COVER AND 35 CM (14 INCHES) DIAMETER CONCRETE COLLAR,
 DQ5162'THE TOP OF WHICH IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 DQ5162'ROAD GRADE.
 DQ5162'
 DQ5162'THE STATION IS 14 M (45.9 FT) NORTHWEST OF THE CENTERLINE OF KOKAMONJO
 DQ5162'ROAD, 23 M (75.5 FT) SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 14 AND
 DQ5162'IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ5162'WITNESS POSTS.
 DQ5162'
 DQ5162'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5162'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5161 ***********************************************************************
 DQ5161  DESIGNATION -  2S96
 DQ5161  PID         -  DQ5161
 DQ5161  STATE/COUNTY-  WI/VERNON
 DQ5161  COUNTRY     -  US
 DQ5161  USGS QUAD   -  SUGAR GROVE (2018)
 DQ5161
 DQ5161                         *CURRENT SURVEY CONTROL
 DQ5161  ______________________________________________________________________
 DQ5161* NAD 83(1986) POSITION- 43 25 59.96   (N) 090 41 31.49   (W)   HD_HELD1
 DQ5161* NAVD 88 ORTHO HEIGHT -   333.288 (meters)     1093.46  (feet) ADJUSTED
 DQ5161  ______________________________________________________________________
 DQ5161  GEOID HEIGHT    -        -33.336 (meters)                     GEOID18
 DQ5161  DYNAMIC HEIGHT  -        333.203 (meters)     1093.18  (feet) COMP
 DQ5161  MODELED GRAVITY -    980,356.1   (mgal)                       NAVD 88
 DQ5161
 DQ5161  VERT ORDER      -  SECOND    CLASS I
 DQ5161
 DQ5161.The horizontal coordinates were determined by differentially corrected
 DQ5161.hand held GPS observations or other comparable positioning techniques
 DQ5161.and have an estimated accuracy of +/- 3 meters.
 DQ5161
 DQ5161.The orthometric height was determined by differential leveling and
 DQ5161.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5161.in July 2017.
 DQ5161
 DQ5161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5161.GEOID18 height accuracy estimate available here.
 DQ5161
 DQ5161.Click photographs - Photos may exist for this station.
 DQ5161
 DQ5161.The dynamic height is computed by dividing the NAVD 88
 DQ5161.geopotential number by the normal gravity value computed on the
 DQ5161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5161.degrees latitude (g = 980.6199 gals.).
 DQ5161
 DQ5161.The modeled gravity was interpolated from observed gravity values.
 DQ5161
 DQ5161;                    North         East    Units  Estimated Accuracy
 DQ5161;SPC WI S     -   159,460.9     543,969.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5161
 DQ5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8679011523(NAD 83)
 DQ5161
 DQ5161                          SUPERSEDED SURVEY CONTROL
 DQ5161
 DQ5161.No superseded survey control is available for this station.
 DQ5161
 DQ5161_MARKER: DD = SURVEY DISK
 DQ5161_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ5161_SP_SET: BOX CULVERT WING WALL
 DQ5161_STAMPING: 2S96 2016
 DQ5161_MARK LOGO: WIDT
 DQ5161_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ5161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5161+STABILITY: SURFACE MOTION
 DQ5161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5161+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5161
 DQ5161  HISTORY     - Date     Condition        Report By
 DQ5161  HISTORY     - 2010     MONUMENTED       WIDT
 DQ5161  HISTORY     - 20160710 GOOD             WIDT
 DQ5161
 DQ5161                          STATION DESCRIPTION
 DQ5161
 DQ5161'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5161'THE STATION IS 11 MI (17.7 KM) NORTHWEST OF BOAZ, 5 MI (8.0 KM)
 DQ5161'NORTHEAST OF SOLDIERS GROVE AND 4 MI (6.4 KM) EAST OF READSTOWN.
 DQ5161'
 DQ5161'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ5161'HIGHWAY X, ABOUT 5.5 MI (8.8 KM) SOUTH OF THE VILLAGE OF VIOLA, GO
 DQ5161'NORTHWEST ON US HIGHWAY 14 FOR 0.5 MI (0.8 KM) TO SCHOOL ROAD ON THE
 DQ5161'RIGHT.  CONTINUE NORTHWEST ON US HIGHWAY 14 FOR 0.15 MI (0.24 KM) TO A
 DQ5161'BOX CULVERT AND THE STATION ON THE RIGHT.
 DQ5161'
 DQ5161'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5161'SURVEY DISK SET IN A DRILL HOLE IN THE TOP OF THE NORTH WING WALL OF
 DQ5161'THE NORTHEAST END OF THE BOX CULVERT -C-62-08-, ABOUT 1 M (3.3 FT)
 DQ5161'LOWER THAN HIGHWAY GRADE.
 DQ5161'
 DQ5161'THE STATION IS 12.4 M (40.7 FT) NORTHEAST OF THE CENTERLINE OF US
 DQ5161'HIGHWAY 14, 10 M (32.8 FT) SOUTHEAST OF THE EXTENDED CENTER OF A FIELD
 DQ5161'ENTRANCE AND 1.2 M (3.9 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DQ5161'
 DQ5161'NOTE-DISK WAS SET IN 2010 AND THE YEAR STAMPED 2016 FOR THIS SURVEY.
 DQ5161'
 DQ5161'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5161'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5168 ***********************************************************************
 DQ5168  DESIGNATION -  2S97
 DQ5168  PID         -  DQ5168
 DQ5168  STATE/COUNTY-  WI/VERNON
 DQ5168  COUNTRY     -  US
 DQ5168  USGS QUAD   -  SUGAR GROVE (2018)
 DQ5168
 DQ5168                         *CURRENT SURVEY CONTROL
 DQ5168  ______________________________________________________________________
 DQ5168* NAD 83(1986) POSITION- 43 26 49.91   (N) 090 43 36.06   (W)   HD_HELD1
 DQ5168* NAVD 88 ORTHO HEIGHT -   246.619 (meters)      809.12  (feet) ADJUSTED
 DQ5168  ______________________________________________________________________
 DQ5168  GEOID HEIGHT    -        -33.258 (meters)                     GEOID18
 DQ5168  DYNAMIC HEIGHT  -        246.559 (meters)      808.92  (feet) COMP
 DQ5168  MODELED GRAVITY -    980,371.1   (mgal)                       NAVD 88
 DQ5168
 DQ5168  VERT ORDER      -  SECOND    CLASS I
 DQ5168
 DQ5168.The horizontal coordinates were determined by differentially corrected
 DQ5168.hand held GPS observations or other comparable positioning techniques
 DQ5168.and have an estimated accuracy of +/- 3 meters.
 DQ5168
 DQ5168.The orthometric height was determined by differential leveling and
 DQ5168.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5168.in July 2017.
 DQ5168
 DQ5168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5168.GEOID18 height accuracy estimate available here.
 DQ5168
 DQ5168.Click photographs - Photos may exist for this station.
 DQ5168
 DQ5168.The dynamic height is computed by dividing the NAVD 88
 DQ5168.geopotential number by the normal gravity value computed on the
 DQ5168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5168.degrees latitude (g = 980.6199 gals.).
 DQ5168
 DQ5168.The modeled gravity was interpolated from observed gravity values.
 DQ5168
 DQ5168;                    North         East    Units  Estimated Accuracy
 DQ5168;SPC WI S     -   161,026.1     541,181.8     MT  (+/- 3 meters HH1 GPS) 
 DQ5168
 DQ5168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8394712987(NAD 83)
 DQ5168
 DQ5168                          SUPERSEDED SURVEY CONTROL
 DQ5168
 DQ5168.No superseded survey control is available for this station.
 DQ5168
 DQ5168_MARKER: DD = SURVEY DISK
 DQ5168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ5168_SP_SET: BOX CULVERT
 DQ5168_STAMPING: 2S97 2016
 DQ5168_MARK LOGO: WIDT
 DQ5168_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ5168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5168+STABILITY: SURFACE MOTION
 DQ5168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5168+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5168
 DQ5168  HISTORY     - Date     Condition        Report By
 DQ5168  HISTORY     - 2016     MONUMENTED       WIDT
 DQ5168  HISTORY     - 20160710 GOOD             WIDT
 DQ5168
 DQ5168                          STATION DESCRIPTION
 DQ5168
 DQ5168'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5168'THE STATION IS 5 MI (8.0 KM) SOUTHWEST OF VIOLA, 4 MI (6.4 KM)
 DQ5168'NORTHEAST OF SOLDIERS GROVE AND 1.5 MI (2.4 KM) EAST OF READSTOWN.
 DQ5168'
 DQ5168'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE
 DQ5168'HIGHWAY 131 IN THE VILLAGE OF READSTOWN, GO EAST ON US HIGHWAY 14 FOR
 DQ5168'1.7 MI (2.7 KM) TO A BOX CULVERT AND THE STATION ON THE LEFT.
 DQ5168'
 DQ5168'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5168'SURVEY DISK SET IN A DRILL HOLE IN THE TOP OF THE WEST SIDE OF THE
 DQ5168'NORTH END OF A BOX CULVERT -C-62-5-, ABOUT LEVEL WITH THE HIGHWAY
 DQ5168'GRADE.
 DQ5168'
 DQ5168'THE STATION IS 9.6 M (31.5 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DQ5168'14, 36 M (118.1 FT) WEST OF HOLCOMB ROAD AND 1.2 M (3.9 FT) EAST OF A
 DQ5168'WHITE PLASTIC WITNESS POST.
 DQ5168'
 DQ5168'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DQ5168'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8275 ***********************************************************************
 DH8275  DESIGNATION -  2T01
 DH8275  PID         -  DH8275
 DH8275  STATE/COUNTY-  WI/IOWA
 DH8275  COUNTRY     -  US
 DH8275  USGS QUAD   -  CLYDE (2018)
 DH8275
 DH8275                         *CURRENT SURVEY CONTROL
 DH8275  ______________________________________________________________________
 DH8275* NAD 83(1986) POSITION- 43 03 11.3    (N) 090 08 30.6    (W)   HD_HELD2
 DH8275* NAVD 88 ORTHO HEIGHT -   352.480 (meters)     1156.43  (feet) ADJUSTED
 DH8275  ______________________________________________________________________
 DH8275  GEOID HEIGHT    -        -33.777 (meters)                     GEOID18
 DH8275  DYNAMIC HEIGHT  -        352.376 (meters)     1156.09  (feet) COMP
 DH8275  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 DH8275
 DH8275  VERT ORDER      -  SECOND    CLASS I
 DH8275
 DH8275.The horizontal coordinates were established by autonomous hand held GPS
 DH8275.observations and have an estimated accuracy of +/- 10 meters.
 DH8275
 DH8275.The orthometric height was determined by differential leveling and
 DH8275.adjusted by the WI DEPT OF TRANSP
 DH8275.in May 2012.
 DH8275
 DH8275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8275.GEOID18 height accuracy estimate available here.
 DH8275
 DH8275.Click photographs - Photos may exist for this station.
 DH8275
 DH8275.The dynamic height is computed by dividing the NAVD 88
 DH8275.geopotential number by the normal gravity value computed on the
 DH8275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8275.degrees latitude (g = 980.6199 gals.).
 DH8275
 DH8275.The modeled gravity was interpolated from observed gravity values.
 DH8275
 DH8275;                    North         East    Units  Estimated Accuracy
 DH8275;SPC WI S     -   117,003.      588,445.      MT  (+/- 10 meters HH2 GPS)
 DH8275
 DH8275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3277070681(NAD 83)
 DH8275
 DH8275                          SUPERSEDED SURVEY CONTROL
 DH8275
 DH8275  NAVD 88 (04/20/07)  352.470  (m)         1156.40   (f) SUPERSEDED  2 1
 DH8275
 DH8275.Superseded values are not recommended for survey control.
 DH8275
 DH8275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8275.See file dsdata.pdf to determine how the superseded data were derived.
 DH8275
 DH8275_MARKER: DD = SURVEY DISK
 DH8275_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8275_SP_SET: BOX CULVERT WINGWALL
 DH8275_STAMPING: 2T01 2004
 DH8275_MARK LOGO: WIDT
 DH8275_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8275+STABILITY: SURFACE MOTION
 DH8275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8275+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2016
 DH8275
 DH8275  HISTORY     - Date     Condition        Report By
 DH8275  HISTORY     - 2004     MONUMENTED       WIDT
 DH8275  HISTORY     - 20071002 GOOD             WIDT
 DH8275  HISTORY     - 20160906 GOOD             WIDT
 DH8275
 DH8275                          STATION DESCRIPTION
 DH8275
 DH8275'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8275'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8275'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 130
 DH8275'ABOUT 5 MI (8.05 KM) NORTH OF THE CITY OF DODGEVILLE, GO NORTH ON
 DH8275'STATE HIGHWAY 23 FOR 0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 DH8275'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8275'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTHEAST WINGWALL OF
 DH8275'THE BOX CULVERT ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8275'11.8 M (38.7 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 23, 8 M (26.2
 DH8275'FT) NORTH OF THE CENTER OF A FIELD ENTRANCE AND 3.4 M (11.2 FT) SOUTH
 DH8275'OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN.  ---NOTE---THIS STATION
 DH8275'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8275'HORIZON.
 DH8275
 DH8275                          STATION RECOVERY (2007)
 DH8275
 DH8275'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8275'RECOVERED IN GOOD CONDITION.
 DH8275
 DH8275                          STATION RECOVERY (2016)
 DH8275
 DH8275'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8275'RECOVERED AS DESCRIBED.
 DH8275'
 DH8275'NOTE-THE -NO PASSING ZONE- SIGN POST REFERENCED IN 2004 HAS BEEN
 DH8275'RELOCATED AND   THE STATION IS PRESENTLY 24 M (78.7 FT) SOUTH OF THE
 DH8275'SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8276 ***********************************************************************
 DH8276  DESIGNATION -  2T02
 DH8276  PID         -  DH8276
 DH8276  STATE/COUNTY-  WI/IOWA
 DH8276  COUNTRY     -  US
 DH8276  USGS QUAD   -  CLYDE (2018)
 DH8276
 DH8276                         *CURRENT SURVEY CONTROL
 DH8276  ______________________________________________________________________
 DH8276* NAD 83(1986) POSITION- 43 05 40.6    (N) 090 07 48.9    (W)   HD_HELD2
 DH8276* NAVD 88 ORTHO HEIGHT -   350.014 (meters)     1148.34  (feet) ADJUSTED
 DH8276  ______________________________________________________________________
 DH8276  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 DH8276  DYNAMIC HEIGHT  -        349.915 (meters)     1148.01  (feet) COMP
 DH8276  MODELED GRAVITY -    980,329.3   (mgal)                       NAVD 88
 DH8276
 DH8276  VERT ORDER      -  SECOND    CLASS I
 DH8276
 DH8276.The horizontal coordinates were established by autonomous hand held GPS
 DH8276.observations and have an estimated accuracy of +/- 10 meters.
 DH8276
 DH8276.The orthometric height was determined by differential leveling and
 DH8276.adjusted by the WI DEPT OF TRANSP
 DH8276.in May 2012.
 DH8276
 DH8276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8276.GEOID18 height accuracy estimate available here.
 DH8276
 DH8276.Click photographs - Photos may exist for this station.
 DH8276
 DH8276.The dynamic height is computed by dividing the NAVD 88
 DH8276.geopotential number by the normal gravity value computed on the
 DH8276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8276.degrees latitude (g = 980.6199 gals.).
 DH8276
 DH8276.The modeled gravity was interpolated from observed gravity values.
 DH8276
 DH8276;                    North         East    Units  Estimated Accuracy
 DH8276;SPC WI S     -   121,609.      589,396.      MT  (+/- 10 meters HH2 GPS)
 DH8276
 DH8276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3355675319(NAD 83)
 DH8276
 DH8276                          SUPERSEDED SURVEY CONTROL
 DH8276
 DH8276  NAVD 88 (04/20/07)  350.004  (m)         1148.30   (f) SUPERSEDED  2 1
 DH8276
 DH8276.Superseded values are not recommended for survey control.
 DH8276
 DH8276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8276.See file dsdata.pdf to determine how the superseded data were derived.
 DH8276
 DH8276_MARKER: DD = SURVEY DISK
 DH8276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8276_STAMPING: 2T02 2004
 DH8276_MARK LOGO: WIDT
 DH8276_PROJECTION: FLUSH
 DH8276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8276+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DH8276
 DH8276  HISTORY     - Date     Condition        Report By
 DH8276  HISTORY     - 2004     MONUMENTED       WIDT
 DH8276  HISTORY     - 20071002 GOOD             WIDT
 DH8276
 DH8276                          STATION DESCRIPTION
 DH8276
 DH8276'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8276'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8276'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 130
 DH8276'ABOUT 6 MI (9.66 KM) NORTH OF THE CITY OF DODGEVILLE, GO NORTH ON
 DH8276'STATE HIGHWAY 23 FOR ABOUT 1.2 MI (1.93 KM) TO NELSON ROAD ON THE
 DH8276'LEFT, CONTINUE NORTH ON STATE HIGHWAY 23 FOR 1.9 MI (3.06 KM) TO THE
 DH8276'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8276'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8276'A 41-CM DIAMETER CONCRETE POST ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY
 DH8276'PAVEMENT.  THE STATION IS 21.1 M (69.2 FT) SOUTHEAST OF THE CENTERLINE
 DH8276'OF STATE HIGHWAY 23, 95 M (311.7 FT) EAST OF THE EXTENDED CENTERLINE
 DH8276'OF --THE HOUSE ON THE ROCK-- ENTRANCE, 2.6 M (8.5 FT) NORTHWEST OF A
 DH8276'BARBED WIRE FENCE, 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DH8276'POST, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST AND 1.0 M
 DH8276'(3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH8276'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH8276'HORIZON.
 DH8276
 DH8276                          STATION RECOVERY (2007)
 DH8276
 DH8276'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8277 ***********************************************************************
 DH8277  DESIGNATION -  2T03
 DH8277  PID         -  DH8277
 DH8277  STATE/COUNTY-  WI/IOWA
 DH8277  COUNTRY     -  US
 DH8277  USGS QUAD   -  SPRING GREEN (2018)
 DH8277
 DH8277                         *CURRENT SURVEY CONTROL
 DH8277  ______________________________________________________________________
 DH8277* NAD 83(1986) POSITION- 43 07 52.6    (N) 090 05 05.6    (W)   HD_HELD2
 DH8277* NAVD 88 ORTHO HEIGHT -   240.224 (meters)      788.13  (feet) ADJUSTED
 DH8277  ______________________________________________________________________
 DH8277  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 DH8277  DYNAMIC HEIGHT  -        240.162 (meters)      787.93  (feet) COMP
 DH8277  MODELED GRAVITY -    980,357.8   (mgal)                       NAVD 88
 DH8277
 DH8277  VERT ORDER      -  SECOND    CLASS I
 DH8277
 DH8277.The horizontal coordinates were established by autonomous hand held GPS
 DH8277.observations and have an estimated accuracy of +/- 10 meters.
 DH8277
 DH8277.The orthometric height was determined by differential leveling and
 DH8277.adjusted by the WI DEPT OF TRANSP
 DH8277.in May 2012.
 DH8277
 DH8277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8277.GEOID18 height accuracy estimate available here.
 DH8277
 DH8277.Click photographs - Photos may exist for this station.
 DH8277
 DH8277.The dynamic height is computed by dividing the NAVD 88
 DH8277.geopotential number by the normal gravity value computed on the
 DH8277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8277.degrees latitude (g = 980.6199 gals.).
 DH8277
 DH8277.The modeled gravity was interpolated from observed gravity values.
 DH8277
 DH8277;                    North         East    Units  Estimated Accuracy
 DH8277;SPC WI S     -   125,677.      593,093.      MT  (+/- 10 meters HH2 GPS)
 DH8277
 DH8277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3710679518(NAD 83)
 DH8277
 DH8277                          SUPERSEDED SURVEY CONTROL
 DH8277
 DH8277  NAVD 88 (04/20/07)  240.214  (m)          788.10   (f) SUPERSEDED  2 1
 DH8277
 DH8277.Superseded values are not recommended for survey control.
 DH8277
 DH8277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8277.See file dsdata.pdf to determine how the superseded data were derived.
 DH8277
 DH8277_MARKER: DD = SURVEY DISK
 DH8277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8277_STAMPING: 2T03 2004
 DH8277_MARK LOGO: WIDT
 DH8277_PROJECTION: FLUSH
 DH8277_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8277+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DH8277
 DH8277  HISTORY     - Date     Condition        Report By
 DH8277  HISTORY     - 2004     MONUMENTED       WIDT
 DH8277  HISTORY     - 20071002 GOOD             WIDT
 DH8277
 DH8277                          STATION DESCRIPTION
 DH8277
 DH8277'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8277'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8277'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY T
 DH8277'ABOUT 3 MI (4.83 KM) SOUTH OF THE VILLAGE OF SPRING GREEN, GO WEST ON
 DH8277'STATE HIGHWAY 23 FOR 0.95 MI (1.53 KM) TO HILLTOP ROAD ON THE LEFT,
 DH8277'CONTINUE WEST ON STATE HIGHWAY 23 FOR 0.1 MI (0.16 KM) TO THE STATION
 DH8277'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8277'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8277'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DH8277'PAVEMENT.   THE STATION IS 12.4 M (40.7 FT) SOUTH OF THE CENTERLINE OF
 DH8277'STATE HIGHWAY 23, 43.9 M (144.0 FT) WEST-NORTHWEST OF POWER POLE
 DH8277'--8-3-36 23/47-- , 28.7 M (94.2 FT) EAST-NORTHEAST OF POWER POLE
 DH8277'--8-3-36 21/46-- , 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DH8277'POST, 1.0 M (3.3 FT) EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS POLE
 DH8277'AND 0.8 M (2.6 FT) NORTH OF A WHITE PLASTIC WITNESS POLE.
 DH8277'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8277'THAN 20 DEGREES ABOVE THE HORIZON.
 DH8277
 DH8277                          STATION RECOVERY (2007)
 DH8277
 DH8277'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8277'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 96.5
 DH8277'M SOUTHWEST OF A --RIGHT CURVE AHEAD-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8413 ***********************************************************************
 DH8413  DESIGNATION -  2T04
 DH8413  PID         -  DH8413
 DH8413  STATE/COUNTY-  WI/SAUK
 DH8413  COUNTRY     -  US
 DH8413  USGS QUAD   -  SPRING GREEN (2018)
 DH8413
 DH8413                         *CURRENT SURVEY CONTROL
 DH8413  ______________________________________________________________________
 DH8413* NAD 83(1986) POSITION- 43 13 51.5    (N) 090 06 48.8    (W)   HD_HELD2
 DH8413* NAVD 88 ORTHO HEIGHT -   232.941 (meters)      764.24  (feet) ADJUSTED
 DH8413  ______________________________________________________________________
 DH8413  GEOID HEIGHT    -        -34.178 (meters)                     GEOID18
 DH8413  DYNAMIC HEIGHT  -        232.882 (meters)      764.05  (feet) COMP
 DH8413  MODELED GRAVITY -    980,363.9   (mgal)                       NAVD 88
 DH8413
 DH8413  VERT ORDER      -  SECOND    CLASS I
 DH8413
 DH8413.The horizontal coordinates were established by autonomous hand held GPS
 DH8413.observations and have an estimated accuracy of +/- 10 meters.
 DH8413
 DH8413.The orthometric height was determined by differential leveling and
 DH8413.adjusted by the WI DEPT OF TRANSP
 DH8413.in May 2012.
 DH8413
 DH8413.No vertical observational check was made to the station.
 DH8413
 DH8413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8413.GEOID18 height accuracy estimate available here.
 DH8413
 DH8413.Click photographs - Photos may exist for this station.
 DH8413
 DH8413.The dynamic height is computed by dividing the NAVD 88
 DH8413.geopotential number by the normal gravity value computed on the
 DH8413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8413.degrees latitude (g = 980.6199 gals.).
 DH8413
 DH8413.The modeled gravity was interpolated from observed gravity values.
 DH8413
 DH8413;                    North         East    Units  Estimated Accuracy
 DH8413;SPC WI S     -   136,755.      590,776.      MT  (+/- 10 meters HH2 GPS)
 DH8413
 DH8413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3439290510(NAD 83)
 DH8413
 DH8413                          SUPERSEDED SURVEY CONTROL
 DH8413
 DH8413  NAVD 88 (04/20/07)  232.930  (m)          764.20   (f) SUPERSEDED  2 1
 DH8413
 DH8413.Superseded values are not recommended for survey control.
 DH8413
 DH8413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8413.See file dsdata.pdf to determine how the superseded data were derived.
 DH8413
 DH8413_MARKER: DD = SURVEY DISK
 DH8413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH8413_SP_SET: WINGWALL
 DH8413_STAMPING: 2T04 2004
 DH8413_MARK LOGO: WIDT
 DH8413_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH8413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8413+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2008
 DH8413
 DH8413  HISTORY     - Date     Condition        Report By
 DH8413  HISTORY     - 2004     MONUMENTED       WIDT
 DH8413  HISTORY     - 20080512 GOOD             WIDT
 DH8413
 DH8413                          STATION DESCRIPTION
 DH8413
 DH8413'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8413'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8413'STATE HIGHWAY 23 WITH COUNTY HIGHWAY G ABOUT 1 MI (1.61 KM)
 DH8413'NORTH-NORTHWEST OF THE VILLAGE OF SPRING GREEN, GO NORTHWEST THEN
 DH8413'NORTH ON COUNTY HIGHWAY G FOR 3.3 MI (5.31 KM) TO HORSESHOE ROAD ON
 DH8413'THE RIGHT, CONTINUE NORTH ON COUNTY HIGHWAY G FOR 0.7 MI (1.13 KM) TO
 DH8413'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8413'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8413'IN THE SOUTHEAST WINGWALL OF A BOX CULVERT ABOUT LEVEL WITH THE
 DH8413'HIGHWAY PAVEMENT.  THE STATION IS 7.6 M (24.9 FT) EAST OF THE
 DH8413'CENTERLINE OF COUNTY HIGHWAY G, 48.1 M (157.8 FT) NORTHEAST OF A
 DH8413'POWERPOLE, 45.3 M (148.6 FT) SOUTHEAST OF POWERPOLE --9-3-27 52/38--
 DH8413'AND 0.8 M (2.6 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DH8413'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8413'THAN 20 DEGREES ABOVE THE HORIZON.
 DH8413
 DH8413                          STATION RECOVERY (2008)
 DH8413
 DH8413'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8413'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 88 M
 DH8413'SOUTH OF BINDL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8411 ***********************************************************************
 DH8411  DESIGNATION -  2T05
 DH8411  PID         -  DH8411
 DH8411  STATE/COUNTY-  WI/SAUK
 DH8411  COUNTRY     -  US
 DH8411  USGS QUAD   -  PLAIN (2018)
 DH8411
 DH8411                         *CURRENT SURVEY CONTROL
 DH8411  ______________________________________________________________________
 DH8411* NAD 83(1986) POSITION- 43 16 34.7    (N) 090 06 03.4    (W)   HD_HELD2
 DH8411* NAVD 88 ORTHO HEIGHT -   334.463 (meters)     1097.32  (feet) ADJUSTED
 DH8411  ______________________________________________________________________
 DH8411  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 DH8411  DYNAMIC HEIGHT  -        334.377 (meters)     1097.04  (feet) COMP
 DH8411  MODELED GRAVITY -    980,355.8   (mgal)                       NAVD 88
 DH8411
 DH8411  VERT ORDER      -  SECOND    CLASS I
 DH8411
 DH8411.The horizontal coordinates were established by autonomous hand held GPS
 DH8411.observations and have an estimated accuracy of +/- 10 meters.
 DH8411
 DH8411.The orthometric height was determined by differential leveling and
 DH8411.adjusted by the WI DEPT OF TRANSP
 DH8411.in May 2012.
 DH8411
 DH8411.No vertical observational check was made to the station.
 DH8411
 DH8411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8411.GEOID18 height accuracy estimate available here.
 DH8411
 DH8411.Click photographs - Photos may exist for this station.
 DH8411
 DH8411.The dynamic height is computed by dividing the NAVD 88
 DH8411.geopotential number by the normal gravity value computed on the
 DH8411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8411.degrees latitude (g = 980.6199 gals.).
 DH8411
 DH8411.The modeled gravity was interpolated from observed gravity values.
 DH8411
 DH8411;                    North         East    Units  Estimated Accuracy
 DH8411;SPC WI S     -   141,790.      591,806.      MT  (+/- 10 meters HH2 GPS)
 DH8411
 DH8411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3524195580(NAD 83)
 DH8411
 DH8411                          SUPERSEDED SURVEY CONTROL
 DH8411
 DH8411  NAVD 88 (04/20/07)  334.452  (m)         1097.28   (f) SUPERSEDED  2 1
 DH8411
 DH8411.Superseded values are not recommended for survey control.
 DH8411
 DH8411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8411.See file dsdata.pdf to determine how the superseded data were derived.
 DH8411
 DH8411_MARKER: DD = SURVEY DISK
 DH8411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8411_STAMPING: 2T05 2004
 DH8411_MARK LOGO: WIDT
 DH8411_PROJECTION: FLUSH
 DH8411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8411+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2008
 DH8411
 DH8411  HISTORY     - Date     Condition        Report By
 DH8411  HISTORY     - 2004     MONUMENTED       WIDT
 DH8411  HISTORY     - 20080512 GOOD             WIDT
 DH8411
 DH8411                          STATION DESCRIPTION
 DH8411
 DH8411'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8411'OWNERSHIP--SAUL COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8411'COUNTY HIGHWAY EAST WITH COUNTY HIGHWAY G ABOUT 6 MI (9.66 KM)
 DH8411'NORTHWEST OF THE VILLAGE OF SPRING GREEN, GO NORTH ON COUNTY HIGHWAY G
 DH8411'FOR 2.1 MI (3.38 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8411'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8411'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH8411'M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.5 M (27.9 FT)
 DH8411'WEST OF THE CENTERLINE OF COUNTY HIGHWAY G, 42.9 M (140.7 FT)
 DH8411'SIUTHWEST OF POWERPOLE --9-3-11 33/47--, 25 M (82.0 FT) NORTH OF A
 DH8411'FILED ENTRANCE, 1 M (3.3 FT) EAST OF A CULTIVATED FILED, 1.0 M (3.3
 DH8411'FT) NORTH OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTH OF A
 DH8411'WHITE PLASTIC WITNESS POST AND 1.O M (3.3 FT) EAST OF A WHITE PLASTIC
 DH8411'WITNESS POST.  ---NOTE THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8411'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DH8411
 DH8411                          STATION RECOVERY (2008)
 DH8411
 DH8411'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8411'RECOVERED IN GOOD CONDITION.  A CORRECTED TO REACH FOLLOWS-- TO REACH
 DH8411'THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B (NOT COUNTY HIGHWAY
 DH8411'EAST) WITH COUNTY HIGHWAY G NORTH ABOUT 6 MILES NORTHWEST OF THE
 DH8411'VILLAGE OF SPRING GREEN AND 3 MILES WEST OF THE VILLAGE OF PLAIN, GO
 DH8411'NORTH ON COUNTY HIGHWAY G FOR 2.19 MILES TO THE STATION ON THE LEFT.
 DH8411'ADD-- THE STATION IS 0.81 MILE SOUTHEAST OF CUMMINGS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8410 ***********************************************************************
 DH8410  DESIGNATION -  2T06
 DH8410  PID         -  DH8410
 DH8410  STATE/COUNTY-  WI/SAUK
 DH8410  COUNTRY     -  US
 DH8410  USGS QUAD   -  PLAIN (2018)
 DH8410
 DH8410                         *CURRENT SURVEY CONTROL
 DH8410  ______________________________________________________________________
 DH8410* NAD 83(1986) POSITION- 43 18 47.5    (N) 090 07 10.3    (W)   HD_HELD2
 DH8410* NAVD 88 ORTHO HEIGHT -   357.227 (meters)     1172.00  (feet) ADJUSTED
 DH8410  ______________________________________________________________________
 DH8410  GEOID HEIGHT    -        -34.374 (meters)                     GEOID18
 DH8410  DYNAMIC HEIGHT  -        357.132 (meters)     1171.69  (feet) COMP
 DH8410  MODELED GRAVITY -    980,345.6   (mgal)                       NAVD 88
 DH8410
 DH8410  VERT ORDER      -  SECOND    CLASS I
 DH8410
 DH8410.The horizontal coordinates were established by autonomous hand held GPS
 DH8410.observations and have an estimated accuracy of +/- 10 meters.
 DH8410
 DH8410.The orthometric height was determined by differential leveling and
 DH8410.adjusted by the WI DEPT OF TRANSP
 DH8410.in May 2012.
 DH8410
 DH8410.No vertical observational check was made to the station.
 DH8410
 DH8410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8410.GEOID18 height accuracy estimate available here.
 DH8410
 DH8410.Click photographs - Photos may exist for this station.
 DH8410
 DH8410.The dynamic height is computed by dividing the NAVD 88
 DH8410.geopotential number by the normal gravity value computed on the
 DH8410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8410.degrees latitude (g = 980.6199 gals.).
 DH8410
 DH8410.The modeled gravity was interpolated from observed gravity values.
 DH8410
 DH8410;                    North         East    Units  Estimated Accuracy
 DH8410;SPC WI S     -   145,890.      590,304.      MT  (+/- 10 meters HH2 GPS)
 DH8410
 DH8410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3359299625(NAD 83)
 DH8410
 DH8410                          SUPERSEDED SURVEY CONTROL
 DH8410
 DH8410  NAVD 88 (04/20/07)  357.215  (m)         1171.96   (f) SUPERSEDED  2 1
 DH8410
 DH8410.Superseded values are not recommended for survey control.
 DH8410
 DH8410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8410.See file dsdata.pdf to determine how the superseded data were derived.
 DH8410
 DH8410_MARKER: DD = SURVEY DISK
 DH8410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8410_STAMPING: 2T06 2004
 DH8410_MARK LOGO: WIDT
 DH8410_PROJECTION: FLUSH
 DH8410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8410+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2008
 DH8410
 DH8410  HISTORY     - Date     Condition        Report By
 DH8410  HISTORY     - 2004     MONUMENTED       WIDT
 DH8410  HISTORY     - 20080512 GOOD             WIDT
 DH8410
 DH8410                          STATION DESCRIPTION
 DH8410
 DH8410'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8410'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8410'COUNTY HIGHWAY G WITH COUNTY HIGHWAY NORTH WEST ABOUT 11 MI (17.7 KM)
 DH8410'NORTHWEST OF THE VILLAGE OF SPRING GREEN, GO SOUTH ON COUNTY HIGHWAY G
 DH8410'FOR 0.8 MI (1.29 KM) TO DIETL ROAD ON THE LEFT, CONTINUE SOUTH ON
 DH8410'COUNTY HIGHWAY G FOR 0.15 MI (0.24 KM) TO HE STATION ON THE LEFT.  THE
 DH8410'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8410'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8410'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8410'9.0 M (29.5 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY G, 33.8 M
 DH8410'(110.9 FT) NORTHEAST OF POWERPOLE --10-3-27 35/19--, 9.0 M (29.5 FT)
 DH8410'SOUTH OF A FILED ENTRANCE, 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC
 DH8410'WITNESS POST, 1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A WHITE PLASTIC
 DH8410'WITNESS POST AND 1.O M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DH8410'POST.  ---NOTE THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8410'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8410
 DH8410                          STATION RECOVERY (2008)
 DH8410
 DH8410'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8410'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.66 MILE NORTH OF
 DH8410'NACHREINER ROAD AND 3.3 M NORTH OF POWER POLE --10-3-27 36/20-- WITH
 DH8410'ONE GUY WIRE.
 DH8410'---NOTE1--- POWER POLES HAVE BEEN REPLACED AND RELOCATED.
 DH8410'---NOTE2---THERE ARE NO VISIBLE OBSTRUCTIONS AT THIS STATION EXCEPT
 DH8410'FOR A POWER POLE TO THE SOUTH EXTENDING TO 50 DEGREES ABOVE THE
 DH8410'HORIZON.  ---NOTE3---COUNTY HIGHWAY NORTH WEST IN THE 2004 DESCRIPTION
 DH8410'IS COUNTY HIGHWAY N WEST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8409 ***********************************************************************
 DH8409  DESIGNATION -  2T07
 DH8409  PID         -  DH8409
 DH8409  STATE/COUNTY-  WI/SAUK
 DH8409  COUNTRY     -  US
 DH8409  USGS QUAD   -  PLAIN (2018)
 DH8409
 DH8409                         *CURRENT SURVEY CONTROL
 DH8409  ______________________________________________________________________
 DH8409* NAD 83(1986) POSITION- 43 19 59.8    (N) 090 06 35.7    (W)   HD_HELD2
 DH8409* NAVD 88 ORTHO HEIGHT -   347.711 (meters)     1140.78  (feet) ADJUSTED
 DH8409  ______________________________________________________________________
 DH8409  GEOID HEIGHT    -        -34.447 (meters)                     GEOID18
 DH8409  DYNAMIC HEIGHT  -        347.616 (meters)     1140.47  (feet) COMP
 DH8409  MODELED GRAVITY -    980,336.0   (mgal)                       NAVD 88
 DH8409
 DH8409  VERT ORDER      -  SECOND    CLASS I
 DH8409
 DH8409.The horizontal coordinates were established by autonomous hand held GPS
 DH8409.observations and have an estimated accuracy of +/- 10 meters.
 DH8409
 DH8409.The orthometric height was determined by differential leveling and
 DH8409.adjusted by the WI DEPT OF TRANSP
 DH8409.in May 2012.
 DH8409
 DH8409.No vertical observational check was made to the station.
 DH8409
 DH8409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8409.GEOID18 height accuracy estimate available here.
 DH8409
 DH8409.Click photographs - Photos may exist for this station.
 DH8409
 DH8409.The dynamic height is computed by dividing the NAVD 88
 DH8409.geopotential number by the normal gravity value computed on the
 DH8409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8409.degrees latitude (g = 980.6199 gals.).
 DH8409
 DH8409.The modeled gravity was interpolated from observed gravity values.
 DH8409
 DH8409;                    North         East    Units  Estimated Accuracy
 DH8409;SPC WI S     -   148,120.      591,086.      MT  (+/- 10 meters HH2 GPS)
 DH8409
 DH8409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3429401882(NAD 83)
 DH8409
 DH8409                          SUPERSEDED SURVEY CONTROL
 DH8409
 DH8409  NAVD 88 (04/20/07)  347.700  (m)         1140.75   (f) SUPERSEDED  2 1
 DH8409
 DH8409.Superseded values are not recommended for survey control.
 DH8409
 DH8409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8409.See file dsdata.pdf to determine how the superseded data were derived.
 DH8409
 DH8409_MARKER: DB = BENCH MARK DISK
 DH8409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8409_STAMPING: 2T07 2004
 DH8409_MARK LOGO: WIDT
 DH8409_PROJECTION: FLUSH
 DH8409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8409+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2008
 DH8409
 DH8409  HISTORY     - Date     Condition        Report By
 DH8409  HISTORY     - 2004     MONUMENTED       WIDT
 DH8409  HISTORY     - 20080512 GOOD             WIDT
 DH8409
 DH8409                          STATION DESCRIPTION
 DH8409
 DH8409'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8409'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8409'COUNTY HIGHWAY G WITH COUNTY HIGHWAY NORTH EAST ABOUT 11 MI (17.7 KM)
 DH8409'NORTH OF THE VILLAGE OF SPRING GREEN, GO SOUTHWEST ON COUNTY HIGHWAY G
 DH8409'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8409'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8409'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH8409'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.2 M (30.2 FT)
 DH8409'SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY G, 32.9 M (107.9 FT)
 DH8409'SOUTH-SOUTHEAST OF A WOOD POST FOR A --COUNTY HIGHWAY G NORTH AND
 DH8409'COUNTY HIGHWAY NORTH EAST-- SIGN, 32.5 M (106.6 FT) NORTHEAST OF
 DH8409'POWERPOLE --10-3-23 07/41--, 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC
 DH8409'WITNESS POST, 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST
 DH8409'AND 1.0 M (3.3 FT) WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH8409'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8409'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8409
 DH8409                          STATION RECOVERY (2008)
 DH8409
 DH8409'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8409'RECOVERED IN GOOD CONDITION.  NOTE---COUNTY HIGHWAY NORTH EAST IN THE
 DH8409'2004 DESCRIPTION IS COUNTY HIGHWAY N EAST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8408 ***********************************************************************
 DH8408  DESIGNATION -  2T08
 DH8408  PID         -  DH8408
 DH8408  STATE/COUNTY-  WI/SAUK
 DH8408  COUNTRY     -  US
 DH8408  USGS QUAD   -  PLAIN (2018)
 DH8408
 DH8408                         *CURRENT SURVEY CONTROL
 DH8408  ______________________________________________________________________
 DH8408* NAD 83(1986) POSITION- 43 21 11.0    (N) 090 07 03.9    (W)   HD_HELD2
 DH8408* NAVD 88 ORTHO HEIGHT -   358.950 (meters)     1177.66  (feet) ADJUSTED
 DH8408  ______________________________________________________________________
 DH8408  GEOID HEIGHT    -        -34.487 (meters)                     GEOID18
 DH8408  DYNAMIC HEIGHT  -        358.851 (meters)     1177.33  (feet) COMP
 DH8408  MODELED GRAVITY -    980,333.8   (mgal)                       NAVD 88
 DH8408
 DH8408  VERT ORDER      -  SECOND    CLASS I
 DH8408
 DH8408.The horizontal coordinates were established by autonomous hand held GPS
 DH8408.observations and have an estimated accuracy of +/- 10 meters.
 DH8408
 DH8408.The orthometric height was determined by differential leveling and
 DH8408.adjusted by the WI DEPT OF TRANSP
 DH8408.in May 2012.
 DH8408
 DH8408.No vertical observational check was made to the station.
 DH8408
 DH8408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8408.GEOID18 height accuracy estimate available here.
 DH8408
 DH8408.Click photographs - Photos may exist for this station.
 DH8408
 DH8408.The dynamic height is computed by dividing the NAVD 88
 DH8408.geopotential number by the normal gravity value computed on the
 DH8408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8408.degrees latitude (g = 980.6199 gals.).
 DH8408
 DH8408.The modeled gravity was interpolated from observed gravity values.
 DH8408
 DH8408;                    North         East    Units  Estimated Accuracy
 DH8408;SPC WI S     -   150,318.      590,454.      MT  (+/- 10 meters HH2 GPS)
 DH8408
 DH8408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3358304057(NAD 83)
 DH8408
 DH8408                          SUPERSEDED SURVEY CONTROL
 DH8408
 DH8408  NAVD 88 (04/20/07)  358.938  (m)         1177.62   (f) SUPERSEDED  2 1
 DH8408
 DH8408.Superseded values are not recommended for survey control.
 DH8408
 DH8408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8408.See file dsdata.pdf to determine how the superseded data were derived.
 DH8408
 DH8408_MARKER: DD = SURVEY DISK
 DH8408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8408_STAMPING: 2T08 2004
 DH8408_MARK LOGO: WIDT
 DH8408_PROJECTION: FLUSH
 DH8408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8408+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DH8408
 DH8408  HISTORY     - Date     Condition        Report By
 DH8408  HISTORY     - 2004     MONUMENTED       WIDT
 DH8408  HISTORY     - 20080514 GOOD             WIDT
 DH8408
 DH8408                          STATION DESCRIPTION
 DH8408
 DH8408'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8408'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8408'COUNTY HIGHWAT G WITH COUNTY HIGHWAY GG EAST ABOUT 11 MI (17.7 KM)
 DH8408'NORTH OF THE VILLAGE OF SPRING GREEN, GO WEST THEN NORTH ON COUNTY
 DH8408'HIGHWAY G FOR 0.8 MI (1.29 KM) TO MCCARVILLE ROAD ON THE LEFT,
 DH8408'CONTINUE NORTH ON COUNTY HIGHWAY G FOR 0.15 MI (0.24 KM) TO THE
 DH8408'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8408'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8408'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8408'THE STATION IS 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF COUNTY
 DH8408'HIGHWAY G, 22.9 M (75.1 FT) NORTHEAST OF A WOOD POST FOR A
 DH8408'--INTERSECTING ROAD ON THE RIGHT-- SIGN, 7 M (23.0 FT) SOUTH OF A
 DH8408'FIELD ENTRANCE, 1.3 M (4.3 FT) WEST A FENCE, 1.0 M (3.3 FT) SOUTHEAST
 DH8408'OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) WEST OF AN ORANGE 4X4
 DH8408'PLASTIC WITNESS POST AND 1.O M (3.3 FT) NORTHEAST OF A WHITE PLASTIC
 DH8408'WITNESS POST.  ---NOTE THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8408'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8408
 DH8408                          STATION RECOVERY (2008)
 DH8408
 DH8408'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8407 ***********************************************************************
 DH8407  DESIGNATION -  2T09
 DH8407  PID         -  DH8407
 DH8407  STATE/COUNTY-  WI/SAUK
 DH8407  COUNTRY     -  US
 DH8407  USGS QUAD   -  PLAIN (2018)
 DH8407
 DH8407                         *CURRENT SURVEY CONTROL
 DH8407  ______________________________________________________________________
 DH8407* NAD 83(1986) POSITION- 43 22 00.8    (N) 090 07 01.9    (W)   HD_HELD2
 DH8407* NAVD 88 ORTHO HEIGHT -   353.109 (meters)     1158.49  (feet) ADJUSTED
 DH8407  ______________________________________________________________________
 DH8407  GEOID HEIGHT    -        -34.522 (meters)                     GEOID18
 DH8407  DYNAMIC HEIGHT  -        353.012 (meters)     1158.17  (feet) COMP
 DH8407  MODELED GRAVITY -    980,334.7   (mgal)                       NAVD 88
 DH8407
 DH8407  VERT ORDER      -  SECOND    CLASS I
 DH8407
 DH8407.The horizontal coordinates were established by autonomous hand held GPS
 DH8407.observations and have an estimated accuracy of +/- 10 meters.
 DH8407
 DH8407.The orthometric height was determined by differential leveling and
 DH8407.adjusted by the WI DEPT OF TRANSP
 DH8407.in May 2012.
 DH8407
 DH8407.No vertical observational check was made to the station.
 DH8407
 DH8407.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8407.GEOID18 height accuracy estimate available here.
 DH8407
 DH8407.Click photographs - Photos may exist for this station.
 DH8407
 DH8407.The dynamic height is computed by dividing the NAVD 88
 DH8407.geopotential number by the normal gravity value computed on the
 DH8407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8407.degrees latitude (g = 980.6199 gals.).
 DH8407
 DH8407.The modeled gravity was interpolated from observed gravity values.
 DH8407
 DH8407;                    North         East    Units  Estimated Accuracy
 DH8407;SPC WI S     -   151,855.      590,502.      MT  (+/- 10 meters HH2 GPS)
 DH8407
 DH8407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3357505595(NAD 83)
 DH8407
 DH8407                          SUPERSEDED SURVEY CONTROL
 DH8407
 DH8407  NAVD 88 (04/20/07)  353.097  (m)         1158.45   (f) SUPERSEDED  2 1
 DH8407
 DH8407.Superseded values are not recommended for survey control.
 DH8407
 DH8407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8407.See file dsdata.pdf to determine how the superseded data were derived.
 DH8407
 DH8407_MARKER: DD = SURVEY DISK
 DH8407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8407_STAMPING: 2T09 2004
 DH8407_MARK LOGO: WIDT
 DH8407_PROJECTION: FLUSH
 DH8407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8407+STABILITY: SURFACE MOTION
 DH8407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8407+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DH8407
 DH8407  HISTORY     - Date     Condition        Report By
 DH8407  HISTORY     - 2004     MONUMENTED       WIDT
 DH8407  HISTORY     - 20080514 GOOD             WIDT
 DH8407
 DH8407                          STATION DESCRIPTION
 DH8407
 DH8407'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8407'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8407'COUNTY HIGHWAY G WITH COUNTY HIGHWAY GG EAST ABOUT 11 MI (17.7 KM)
 DH8407'NORTH OF THE VILLAGE OF SPRING GREEN, GO NORTH ON COUNTY HIGHWAY G FOR
 DH8407'1.65 MI (2.66 KM) TO HOWARD ROAD ON THE RIGHT, CONTINUE NORTHWEST ON
 DH8407'COUNTY HIGHWAY G FOR 0.4 MI (0.64 KM) TO THE STATION ON THE LEFT.  THE
 DH8407'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8407'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8407'CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DH8407'STATION IS 11.4 M (37.4 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8407'G, 63 M (206.7 FT) SOUTHWEST OF POWERPOLE --10-3-3 40/07--, 32.4 M
 DH8407'(106.3 FT) NORTHWEST OF POWERPOLE --10-3-3 42/05--, 1.0 M (3.3 FT)
 DH8407'NORTHEAST OF A WHITEPLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHWEST OF
 DH8407'A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) NORTHWEST OF A
 DH8407'WHITEPLASTIC WITNESS POST.  ---NOTE THIS STATION HAS NO VISIBLE
 DH8407'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DH8407
 DH8407                          STATION RECOVERY (2008)
 DH8407
 DH8407'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8407'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.42 MILE SOUTH OF
 DH8407'CHAPEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8406 ***********************************************************************
 DH8406  DESIGNATION -  2T10
 DH8406  PID         -  DH8406
 DH8406  STATE/COUNTY-  WI/SAUK
 DH8406  COUNTRY     -  US
 DH8406  USGS QUAD   -  LIME RIDGE (2018)
 DH8406
 DH8406                         *CURRENT SURVEY CONTROL
 DH8406  ______________________________________________________________________
 DH8406* NAD 83(1986) POSITION- 43 24 36.0    (N) 090 07 44.5    (W)   HD_HELD2
 DH8406* NAVD 88 ORTHO HEIGHT -   321.557 (meters)     1054.97  (feet) ADJUSTED
 DH8406  ______________________________________________________________________
 DH8406  GEOID HEIGHT    -        -34.594 (meters)                     GEOID18
 DH8406  DYNAMIC HEIGHT  -        321.470 (meters)     1054.69  (feet) COMP
 DH8406  MODELED GRAVITY -    980,340.0   (mgal)                       NAVD 88
 DH8406
 DH8406  VERT ORDER      -  SECOND    CLASS I
 DH8406
 DH8406.The horizontal coordinates were established by autonomous hand held GPS
 DH8406.observations and have an estimated accuracy of +/- 10 meters.
 DH8406
 DH8406.The orthometric height was determined by differential leveling and
 DH8406.adjusted by the WI DEPT OF TRANSP
 DH8406.in May 2012.
 DH8406
 DH8406.No vertical observational check was made to the station.
 DH8406
 DH8406.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8406.GEOID18 height accuracy estimate available here.
 DH8406
 DH8406.Click photographs - Photos may exist for this station.
 DH8406
 DH8406.The dynamic height is computed by dividing the NAVD 88
 DH8406.geopotential number by the normal gravity value computed on the
 DH8406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8406.degrees latitude (g = 980.6199 gals.).
 DH8406
 DH8406.The modeled gravity was interpolated from observed gravity values.
 DH8406
 DH8406;                    North         East    Units  Estimated Accuracy
 DH8406;SPC WI S     -   156,646.      589,550.      MT  (+/- 10 meters HH2 GPS)
 DH8406
 DH8406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3245110350(NAD 83)
 DH8406
 DH8406                          SUPERSEDED SURVEY CONTROL
 DH8406
 DH8406  NAVD 88 (04/20/07)  321.545  (m)         1054.94   (f) SUPERSEDED  2 1
 DH8406
 DH8406.Superseded values are not recommended for survey control.
 DH8406
 DH8406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8406.See file dsdata.pdf to determine how the superseded data were derived.
 DH8406
 DH8406_MARKER: DD = SURVEY DISK
 DH8406_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8406_SP_SET: HEADWALL
 DH8406_STAMPING: 2T10 2004
 DH8406_MARK LOGO: WIDT
 DH8406_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8406+STABILITY: SURFACE MOTION
 DH8406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8406+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DH8406
 DH8406  HISTORY     - Date     Condition        Report By
 DH8406  HISTORY     - 2004     MONUMENTED       WIDT
 DH8406  HISTORY     - 20080514 GOOD             WIDT
 DH8406
 DH8406                          STATION DESCRIPTION
 DH8406
 DH8406'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8406'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8406'STATE HIGHWAY 154 WITH COUNTY HIGHWAY G SOUTH ABOUT 12 MI (19.31 KM)
 DH8406'EAST-NORTHEAST OF THE CITY OF RICHLAND CENTER, GO SOUTH ON COUNTY
 DH8406'HIGHWAY G FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE
 DH8406'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8406'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8406'CONCRETE HEADWALL ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DH8406'IS 7.8 M (25.6 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY G,
 DH8406'22.1 M (72.5 FT) NORTHWEST OF A WOOD POST FOR A --40 MPH CURVE-- SIGN,
 DH8406'4.4 M (14.4 FT) SOUTHEAST OF THE NORTH END OF THE WESTERN GUARD RAIL.
 DH8406'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8406'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8406
 DH8406                          STATION RECOVERY (2008)
 DH8406
 DH8406'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8406'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN A DRILL HOLE
 DH8406'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CULVERT HEADWALL 0.8
 DH8406'M SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8405 ***********************************************************************
 DH8405  DESIGNATION -  2T11
 DH8405  PID         -  DH8405
 DH8405  STATE/COUNTY-  WI/SAUK
 DH8405  COUNTRY     -  US
 DH8405  USGS QUAD   -  LIME RIDGE (2018)
 DH8405
 DH8405                         *CURRENT SURVEY CONTROL
 DH8405  ______________________________________________________________________
 DH8405* NAD 83(1986) POSITION- 43 24 59.1    (N) 090 09 09.2    (W)   HD_HELD2
 DH8405* NAVD 88 ORTHO HEIGHT -   358.281 (meters)     1175.46  (feet) ADJUSTED
 DH8405  ______________________________________________________________________
 DH8405  GEOID HEIGHT    -        -34.565 (meters)                     GEOID18
 DH8405  DYNAMIC HEIGHT  -        358.184 (meters)     1175.14  (feet) COMP
 DH8405  MODELED GRAVITY -    980,338.9   (mgal)                       NAVD 88
 DH8405
 DH8405  VERT ORDER      -  SECOND    CLASS I
 DH8405
 DH8405.The horizontal coordinates were established by autonomous hand held GPS
 DH8405.observations and have an estimated accuracy of +/- 10 meters.
 DH8405
 DH8405.The orthometric height was determined by differential leveling and
 DH8405.adjusted by the WI DEPT OF TRANSP
 DH8405.in May 2012.
 DH8405
 DH8405.No vertical observational check was made to the station.
 DH8405
 DH8405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8405.GEOID18 height accuracy estimate available here.
 DH8405
 DH8405.Click photographs - Photos may exist for this station.
 DH8405
 DH8405.The dynamic height is computed by dividing the NAVD 88
 DH8405.geopotential number by the normal gravity value computed on the
 DH8405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8405.degrees latitude (g = 980.6199 gals.).
 DH8405
 DH8405.The modeled gravity was interpolated from observed gravity values.
 DH8405
 DH8405;                    North         East    Units  Estimated Accuracy
 DH8405;SPC WI S     -   157,362.      587,646.      MT  (+/- 10 meters HH2 GPS)
 DH8405
 DH8405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3052210997(NAD 83)
 DH8405
 DH8405                          SUPERSEDED SURVEY CONTROL
 DH8405
 DH8405  NAVD 88 (04/20/07)  358.269  (m)         1175.42   (f) SUPERSEDED  2 1
 DH8405
 DH8405.Superseded values are not recommended for survey control.
 DH8405
 DH8405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8405.See file dsdata.pdf to determine how the superseded data were derived.
 DH8405
 DH8405_MARKER: DD = SURVEY DISK
 DH8405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8405_STAMPING: 2T11 2004
 DH8405_MARK LOGO: WIDT
 DH8405_PROJECTION: FLUSH
 DH8405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8405+STABILITY: SURFACE MOTION
 DH8405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8405+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DH8405
 DH8405  HISTORY     - Date     Condition        Report By
 DH8405  HISTORY     - 2004     MONUMENTED       WIDT
 DH8405  HISTORY     - 20080514 GOOD             WIDT
 DH8405
 DH8405                          STATION DESCRIPTION
 DH8405
 DH8405'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8405'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8405'STATE HIGHWAY 154 WITH STATE HIGHWAY 130 SOUTH AND COUNTY HIGHWAY G
 DH8405'NORTH ABOUT 12 MI (19.31 KM) EAST-NORTHEAST OF THE CITY OF RICHLAND
 DH8405'CENTER, GO NORTH ON COUNTY HIGHWAY G FOR 0.5 MI (0.8 KM) TO THE
 DH8405'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8405'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8405'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8405'THE STATION IS 10.9 M (35.8 FT) EAST OF THE CENTERLINE OF COUNTY
 DH8405'HIGHWAY G, 67 M (219.8 FT) NORTH-NORTHEAST OF POWER POLE --11-3-20
 DH8405'52/24--, 29.3 M (96.1 FT) EAST-SOUTHEAST OF POWER POLE, 15 M (49.2 FT)
 DH8405'SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE, 2 M (6.6 FT) WEST OF A
 DH8405'CULTIVATED FIELD, 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST,
 DH8405'1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0 M
 DH8405'(3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8405'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8405'ABOVE THE HORIZON.
 DH8405
 DH8405                          STATION RECOVERY (2008)
 DH8405
 DH8405'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8405'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.51 MILE WEST OF
 DH8405'HILLPOINT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8404 ***********************************************************************
 DH8404  DESIGNATION -  2T12
 DH8404  PID         -  DH8404
 DH8404  STATE/COUNTY-  WI/SAUK
 DH8404  COUNTRY     -  US
 DH8404  USGS QUAD   -  LIME RIDGE (2018)
 DH8404
 DH8404                         *CURRENT SURVEY CONTROL
 DH8404  ______________________________________________________________________
 DH8404* NAD 83(1986) POSITION- 43 27 28.2    (N) 090 09 19.9    (W)   HD_HELD2
 DH8404* NAVD 88 ORTHO HEIGHT -   367.265 (meters)     1204.94  (feet) ADJUSTED
 DH8404  ______________________________________________________________________
 DH8404  GEOID HEIGHT    -        -34.643 (meters)                     GEOID18
 DH8404  DYNAMIC HEIGHT  -        367.164 (meters)     1204.60  (feet) COMP
 DH8404  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 DH8404
 DH8404  VERT ORDER      -  SECOND    CLASS I
 DH8404
 DH8404.The horizontal coordinates were established by autonomous hand held GPS
 DH8404.observations and have an estimated accuracy of +/- 10 meters.
 DH8404
 DH8404.The orthometric height was determined by differential leveling and
 DH8404.adjusted by the WI DEPT OF TRANSP
 DH8404.in May 2012.
 DH8404
 DH8404.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8404.GEOID18 height accuracy estimate available here.
 DH8404
 DH8404.Click photographs - Photos may exist for this station.
 DH8404
 DH8404.The dynamic height is computed by dividing the NAVD 88
 DH8404.geopotential number by the normal gravity value computed on the
 DH8404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8404.degrees latitude (g = 980.6199 gals.).
 DH8404
 DH8404.The modeled gravity was interpolated from observed gravity values.
 DH8404
 DH8404;                    North         East    Units  Estimated Accuracy
 DH8404;SPC WI S     -   161,963.      587,414.      MT  (+/- 10 meters HH2 GPS)
 DH8404
 DH8404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3012415589(NAD 83)
 DH8404
 DH8404                          SUPERSEDED SURVEY CONTROL
 DH8404
 DH8404  NAVD 88 (04/20/07)  367.253  (m)         1204.90   (f) SUPERSEDED  2 1
 DH8404
 DH8404.Superseded values are not recommended for survey control.
 DH8404
 DH8404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8404.See file dsdata.pdf to determine how the superseded data were derived.
 DH8404
 DH8404_MARKER: DD = SURVEY DISK
 DH8404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8404_SP_SET: BRIDGE WINGWALL
 DH8404_STAMPING: 2T12 2004
 DH8404_MARK LOGO: WIDT
 DH8404_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8404+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DH8404
 DH8404  HISTORY     - Date     Condition        Report By
 DH8404  HISTORY     - 2004     MONUMENTED       WIDT
 DH8404  HISTORY     - 20080514 GOOD             WIDT
 DH8404
 DH8404                          STATION DESCRIPTION
 DH8404
 DH8404'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8404'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8404'COUNTY HIGHWAY G AND COUNTY HIGHWAY K EAST (MAIN STREET) WITH COUNTY
 DH8404'HIGHWAY K WEST AND COUNTY HIGHWAY SOUTH (MAPLE AVENUE) IN THE VILLAGE
 DH8404'OF LIME RIDGE, GO SOUTH ON COUNTY HIGHWAY G (MAIN STREET) FOR 0.65 MI
 DH8404'(1.05 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8404'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8404'DISK SET IN THE SOUTHWEST WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE
 DH8404'HIGHWAY PAVEMENT.  THE STATION IS 5.3 M (17.4 FT) WEST OF THE
 DH8404'CENTERLINE OF COUNTY HIGHWAY G.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8404'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DH8404'FOR TREES TO THE EAST AND SOUTHEAST EXTENDING TO 30 AND 20 DEGREES
 DH8404'ABOVE THE HORIZON RESPECTIVELY.
 DH8404
 DH8404                          STATION RECOVERY (2008)
 DH8404
 DH8404'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8404'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.3 M NORTH OF THE
 DH8404'SOUTH END OF A GUARD RAIL, 4 CM WEST OF A GUARD RAIL, AND 0.6 M NORTH
 DH8404'OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8440 ***********************************************************************
 DH8440  DESIGNATION -  2T13
 DH8440  PID         -  DH8440
 DH8440  STATE/COUNTY-  WI/SAUK
 DH8440  COUNTRY     -  US
 DH8440  USGS QUAD   -  LIME RIDGE (2018)
 DH8440
 DH8440                         *CURRENT SURVEY CONTROL
 DH8440  ______________________________________________________________________
 DH8440* NAD 83(1986) POSITION- 43 28 11.0    (N) 090 10 40.1    (W)   HD_HELD2
 DH8440* NAVD 88 ORTHO HEIGHT -   366.264 (meters)     1201.65  (feet) ADJUSTED
 DH8440  ______________________________________________________________________
 DH8440  GEOID HEIGHT    -        -34.629 (meters)                     GEOID18
 DH8440  DYNAMIC HEIGHT  -        366.164 (meters)     1201.32  (feet) COMP
 DH8440  MODELED GRAVITY -    980,337.8   (mgal)                       NAVD 88
 DH8440
 DH8440  VERT ORDER      -  SECOND    CLASS I
 DH8440
 DH8440.The horizontal coordinates were established by autonomous hand held GPS
 DH8440.observations and have an estimated accuracy of +/- 10 meters.
 DH8440
 DH8440.The orthometric height was determined by differential leveling and
 DH8440.adjusted by the WI DEPT OF TRANSP
 DH8440.in May 2012.
 DH8440
 DH8440.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8440.GEOID18 height accuracy estimate available here.
 DH8440
 DH8440.Click photographs - Photos may exist for this station.
 DH8440
 DH8440.The dynamic height is computed by dividing the NAVD 88
 DH8440.geopotential number by the normal gravity value computed on the
 DH8440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8440.degrees latitude (g = 980.6199 gals.).
 DH8440
 DH8440.The modeled gravity was interpolated from observed gravity values.
 DH8440
 DH8440;                    North         East    Units  Estimated Accuracy
 DH8440;SPC WI S     -   163,288.      585,613.      MT  (+/- 10 meters HH2 GPS)
 DH8440
 DH8440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2827716848(NAD 83)
 DH8440
 DH8440                          SUPERSEDED SURVEY CONTROL
 DH8440
 DH8440  NAVD 88 (04/20/07)  366.252  (m)         1201.61   (f) SUPERSEDED  2 1
 DH8440
 DH8440.Superseded values are not recommended for survey control.
 DH8440
 DH8440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8440.See file dsdata.pdf to determine how the superseded data were derived.
 DH8440
 DH8440_MARKER: DD = SURVEY DISK
 DH8440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8440_STAMPING: 2T13 2004
 DH8440_MARK LOGO: WIDT
 DH8440_PROJECTION: FLUSH
 DH8440_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8440+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DH8440
 DH8440  HISTORY     - Date     Condition        Report By
 DH8440  HISTORY     - 2004     MONUMENTED       WIDT
 DH8440  HISTORY     - 20080514 GOOD             WIDT
 DH8440
 DH8440                          STATION DESCRIPTION
 DH8440
 DH8440'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8440'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8440'COUNTY HIGHWAY K AND COUNTY HIGHWAY SOUTH SOUTH WITH COUNTY SOUTH
 DH8440'NORTH ABOUT 9 MI (14.48 KM) WEST-SOUTHWEST OF THE CITY OF REEDSBURG,
 DH8440'GO NORTH ON COUNTY HIGHWAY SOUTH FOR 0.2 MI (0.32 KM) TO THE STATION
 DH8440'ON THE LEFT.   THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8440'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8440'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH HIGHWAY PAVEMENT.  THE
 DH8440'STATION IS 10.9 M (35.8 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8440'S, 41.1 M (134.8 FT) SOUTH OF A WOOD POST FOR A --SCHOOL BUS STOP
 DH8440'AHEAD-- SIGN, 28.7 M (94.2 FT) NORTH OF A WOOD POST FOR A --25 MPH
 DH8440'CURVE-- SIGN, 2 M (6.6 FT) EAST OF A CULTIVATED FIELD, 1.0 M (3.3 FT)
 DH8440'EAST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHWEST OF A
 DH8440'WHITE PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) NORTHWEST OF A WHITE
 DH8440'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8440'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8440
 DH8440                          STATION RECOVERY (2008)
 DH8440
 DH8440'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8440'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 30.5 M SOUTHWEST OF
 DH8440'A POWER POLE.  ---NOTE---COUNTY HIGHWAY SOUTH IN THE 2004 DESCRIPTION
 DH8440'IS COUNTY HIGHWAY S.
 DH8440'AN ALTERNATE TO REACH FOLLOWS-- TO REACH THE STATION FROM THE JUNCTION
 DH8440'OF COUNTY HIGHWAY G WITH COUNTY HIGHWAY K WEST IN THE VILLAGE OF LIME
 DH8440'RIDGE, GO WEST ON COUNTY HIGHWAY K FOR 1.0 MILE TO COUNTY HIGHWAY K
 DH8440'AHEAD AND COUNTY HIGHWAY S RIGHT, TURN RIGHT AND GO NORTH ON COUNTY
 DH8440'HIGHWAY S FOR 0.20 MILE TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8439 ***********************************************************************
 DH8439  DESIGNATION -  2T14
 DH8439  PID         -  DH8439
 DH8439  STATE/COUNTY-  WI/RICHLAND
 DH8439  COUNTRY     -  US
 DH8439  USGS QUAD   -  LIME RIDGE (2018)
 DH8439
 DH8439                         *CURRENT SURVEY CONTROL
 DH8439  ______________________________________________________________________
 DH8439* NAD 83(1986) POSITION- 43 28 41.7    (N) 090 13 19.1    (W)   HD_HELD2
 DH8439* NAVD 88 ORTHO HEIGHT -   374.296 (meters)     1228.00  (feet) ADJUSTED
 DH8439  ______________________________________________________________________
 DH8439  GEOID HEIGHT    -        -34.565 (meters)                     GEOID18
 DH8439  DYNAMIC HEIGHT  -        374.194 (meters)     1227.67  (feet) COMP
 DH8439  MODELED GRAVITY -    980,337.2   (mgal)                       NAVD 88
 DH8439
 DH8439  VERT ORDER      -  SECOND    CLASS I
 DH8439
 DH8439.The horizontal coordinates were established by autonomous hand held GPS
 DH8439.observations and have an estimated accuracy of +/- 10 meters.
 DH8439
 DH8439.The orthometric height was determined by differential leveling and
 DH8439.adjusted by the WI DEPT OF TRANSP
 DH8439.in May 2012.
 DH8439
 DH8439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8439.GEOID18 height accuracy estimate available here.
 DH8439
 DH8439.Click photographs - Photos may exist for this station.
 DH8439
 DH8439.The dynamic height is computed by dividing the NAVD 88
 DH8439.geopotential number by the normal gravity value computed on the
 DH8439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8439.degrees latitude (g = 980.6199 gals.).
 DH8439
 DH8439.The modeled gravity was interpolated from observed gravity values.
 DH8439
 DH8439;                    North         East    Units  Estimated Accuracy
 DH8439;SPC WI S     -   164,244.      582,042.      MT  (+/- 10 meters HH2 GPS)
 DH8439
 DH8439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2467317675(NAD 83)
 DH8439
 DH8439                          SUPERSEDED SURVEY CONTROL
 DH8439
 DH8439  NAVD 88 (04/20/07)  374.284  (m)         1227.96   (f) SUPERSEDED  2 1
 DH8439
 DH8439.Superseded values are not recommended for survey control.
 DH8439
 DH8439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8439.See file dsdata.pdf to determine how the superseded data were derived.
 DH8439
 DH8439_MARKER: DD = SURVEY DISK
 DH8439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8439_STAMPING: 2T14 2004
 DH8439_MARK LOGO: WIDT
 DH8439_PROJECTION: FLUSH
 DH8439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8439+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2010
 DH8439
 DH8439  HISTORY     - Date     Condition        Report By
 DH8439  HISTORY     - 2004     MONUMENTED       WIDT
 DH8439  HISTORY     - 20100629 GOOD             WIDT
 DH8439
 DH8439                          STATION DESCRIPTION
 DH8439
 DH8439'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8439'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8439'STATE HIGHWAY 58 WITH COUNTY HIGHWAY SOUTH ABOUT 3 MI (4.83 KM) SOUTH
 DH8439'OF THE VILLAGE OF CAZENOVIA, GO WEST ON COUNTY HIGHWAY SOUTH FOR 0.85
 DH8439'MI (1.37 KM) TO FRY DRIVE ON THE LEFT, BERNHARDT ON THE RIGHT, AND THE
 DH8439'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8439'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8439'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8439'THE STATION IS 6.3 M (20.7 FT) NORTH OF THE CENTERLINE OF COUNTY
 DH8439'HIGHWAY S, 36 M (118.1 FT) WEST OF THE CENTERLINE OF BERNHARDT LANE, 1
 DH8439'M (3.3 FT) SOUTH OF A CULTIVATED FIELD, 0.9 M (3.0 FT) EAST OF A WHITE
 DH8439'PLASTIC WITNESS POST, AND 0.9 M (3.0 FT) WEST OF A WHITE PLASTIC
 DH8439'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8439'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8439
 DH8439                          STATION RECOVERY (2010)
 DH8439
 DH8439'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8439'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8274 ***********************************************************************
 DH8274  DESIGNATION -  2T90
 DH8274  PID         -  DH8274
 DH8274  STATE/COUNTY-  WI/IOWA
 DH8274  COUNTRY     -  US
 DH8274  USGS QUAD   -  CLYDE (2018)
 DH8274
 DH8274                         *CURRENT SURVEY CONTROL
 DH8274  ______________________________________________________________________
 DH8274* NAD 83(1986) POSITION- 43 01 11.67   (N) 090 08 30.65   (W)   HD_HELD1
 DH8274* NAVD 88 ORTHO HEIGHT -   370.100 (meters)     1214.24  (feet) ADJUSTED
 DH8274  ______________________________________________________________________
 DH8274  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 DH8274  DYNAMIC HEIGHT  -        369.993 (meters)     1213.89  (feet) COMP
 DH8274  MODELED GRAVITY -    980,319.9   (mgal)                       NAVD 88
 DH8274
 DH8274  VERT ORDER      -  SECOND    CLASS I
 DH8274
 DH8274.The horizontal coordinates were determined by differentially corrected
 DH8274.hand held GPS observations or other comparable positioning techniques
 DH8274.and have an estimated accuracy of +/- 3 meters.
 DH8274
 DH8274.The orthometric height was determined by differential leveling and
 DH8274.adjusted by the WI DEPT OF TRANSP
 DH8274.in May 2012.
 DH8274
 DH8274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8274.GEOID18 height accuracy estimate available here.
 DH8274
 DH8274.Click photographs - Photos may exist for this station.
 DH8274
 DH8274.The dynamic height is computed by dividing the NAVD 88
 DH8274.geopotential number by the normal gravity value computed on the
 DH8274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8274.degrees latitude (g = 980.6199 gals.).
 DH8274
 DH8274.The modeled gravity was interpolated from observed gravity values.
 DH8274
 DH8274;                    North         East    Units  Estimated Accuracy
 DH8274;SPC WI S     -   113,311.9     588,437.9     MT  (+/- 3 meters HH1 GPS) 
 DH8274
 DH8274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3289466990(NAD 83)
 DH8274
 DH8274                          SUPERSEDED SURVEY CONTROL
 DH8274
 DH8274  NAVD 88 (04/20/07)  370.090  (m)         1214.20   (f) SUPERSEDED  2 1
 DH8274
 DH8274.Superseded values are not recommended for survey control.
 DH8274
 DH8274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8274.See file dsdata.pdf to determine how the superseded data were derived.
 DH8274
 DH8274_MARKER: DV = VERTICAL CONTROL DISK
 DH8274_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8274_SP_SET: CATTLE PASS WINGWALL
 DH8274_MARK LOGO: WIDT
 DH8274_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8274+STABILITY: SURFACE MOTION
 DH8274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8274+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2016
 DH8274
 DH8274  HISTORY     - Date     Condition        Report By
 DH8274  HISTORY     - UNK      MONUMENTED       WIDT
 DH8274  HISTORY     - 20030909 GOOD             WIDT
 DH8274  HISTORY     - 20071002 GOOD             WIDT
 DH8274  HISTORY     - 20160906 GOOD             WIDT
 DH8274
 DH8274                          STATION DESCRIPTION
 DH8274
 DH8274'DESCRIBED BY WI DEPT OF TRANSP 2003 (PJH)
 DH8274'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8274'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 23
 DH8274'(BEQUETTE STREET) IN THE CITY OF DODGEVILLE, GO NORTH ON STATE HIGHWAY
 DH8274'23 FOR 2.95 MI (4.75 KM) TO PARK RIDGE ROAD ON THE LEFT, CONTINUE
 DH8274'NORTH ON STATE HIGHWAY 23 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE
 DH8274'RIGHT.  THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF
 DH8274'TRANSPORTATION VERTICAL CONTROL DISK SET IN THE SOUTHEAST WINGWALL FOR
 DH8274'A CATTLE PASS ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8274'STATION IS 11.3 M (37.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DH8274'23, 23.9 M (78.4 FT) NORTH OF POWER POLE --6-3-4 28/5--, 1.0 M (3.3
 DH8274'FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS
 DH8274'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE TREES TO THE SOUTHEAST
 DH8274'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8274
 DH8274                          STATION RECOVERY (2007)
 DH8274
 DH8274'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8274'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS ENCLOSED WITHIN A
 DH8274'CHAIN LINK FENCE.
 DH8274
 DH8274                          STATION RECOVERY (2016)
 DH8274
 DH8274'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8274'RECOVERED AS DESCRIBED.
 DH8274'
 DH8274'NOTE-THE DISK IS NOT STAMPED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9711 ***********************************************************************
 DF9711  DESIGNATION -  2U01
 DF9711  PID         -  DF9711
 DF9711  STATE/COUNTY-  WI/DANE
 DF9711  COUNTRY     -  US
 DF9711  USGS QUAD   -  CROSS PLAINS (2018)
 DF9711
 DF9711                         *CURRENT SURVEY CONTROL
 DF9711  ______________________________________________________________________
 DF9711* NAD 83(1986) POSITION- 43 00 28.00   (N) 089 40 25.58   (W)   HD_HELD1
 DF9711* NAVD 88 ORTHO HEIGHT -   337.388 (meters)     1106.91  (feet) ADJUSTED
 DF9711  ______________________________________________________________________
 DF9711  GEOID HEIGHT    -        -34.119 (meters)                     GEOID18
 DF9711  DYNAMIC HEIGHT  -        337.291 (meters)     1106.60  (feet) COMP
 DF9711  MODELED GRAVITY -    980,322.4   (mgal)                       NAVD 88
 DF9711
 DF9711  VERT ORDER      -  SECOND    CLASS I
 DF9711
 DF9711.The horizontal coordinates were determined by differentially corrected
 DF9711.hand held GPS observations or other comparable positioning techniques
 DF9711.and have an estimated accuracy of +/- 3 meters.
 DF9711
 DF9711.The orthometric height was determined by differential leveling and
 DF9711.adjusted by the WI DEPT OF TRANSP
 DF9711.in May 2012.
 DF9711
 DF9711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9711.GEOID18 height accuracy estimate available here.
 DF9711
 DF9711.Click photographs - Photos may exist for this station.
 DF9711
 DF9711.The dynamic height is computed by dividing the NAVD 88
 DF9711.geopotential number by the normal gravity value computed on the
 DF9711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9711.degrees latitude (g = 980.6199 gals.).
 DF9711
 DF9711.The modeled gravity was interpolated from observed gravity values.
 DF9711
 DF9711;                    North         East    Units  Estimated Accuracy
 DF9711;SPC WI S     -   112,006.6     626,596.3     MT  (+/- 3 meters HH1 GPS) 
 DF9711
 DF9711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8208765147(NAD 83)
 DF9711
 DF9711                          SUPERSEDED SURVEY CONTROL
 DF9711
 DF9711  NAVD 88 (04/20/07)  337.373  (m)         1106.86   (f) SUPERSEDED  2 1
 DF9711  NAVD 88 (02/25/04)  337.334  (m)         1106.74   (f) SUPERSEDED  2 1
 DF9711
 DF9711.Superseded values are not recommended for survey control.
 DF9711
 DF9711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9711.See file dsdata.pdf to determine how the superseded data were derived.
 DF9711
 DF9711_MARKER: DD = SURVEY DISK
 DF9711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9711_STAMPING: 2U01 2002
 DF9711_MARK LOGO: WIDT
 DF9711_PROJECTION: FLUSH
 DF9711_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9711+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2012
 DF9711
 DF9711  HISTORY     - Date     Condition        Report By
 DF9711  HISTORY     - 2001     MONUMENTED       WIDT
 DF9711  HISTORY     - 2004     GOOD             WIDT
 DF9711  HISTORY     - 20070424 GOOD             WIDT
 DF9711  HISTORY     - 20120703 GOOD             WIDT
 DF9711
 DF9711                          STATION DESCRIPTION
 DF9711
 DF9711'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9711'THE STATION IS LOCATED ABOUT 25 KM SOUTHWEST OF MADISON, 17 KM
 DF9711'SOUTHWEST OF MIDDLETON, AND 5 KM EAST OF MOUNT HOREB.
 DF9711'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DF9711'HIGHWAY 18 WITH STATE HIGHWAY 92 ABOUT 2 KM SOUTHEAST OF THE THE
 DF9711'VILLAGE OF MOUNT HOREB, GO EAST ON US HIGHWAY 18 FOR 4.3 KM TO COUNTY
 DF9711'HIGHWAY PD, TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY PD FOR 0.4
 DF9711'KM TO COUNTY HIGHWAY P ON THE LEFT, TURN LEFT AND GO NORTHWEST ON
 DF9711'COUNTY HIGHWAY P FOR 1.4 KM TO THE STATION ON THE RIGHT. THE STATION
 DF9711'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9711'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9711'SET TO A DEPTH OF 1.2 M, SET ON BEDROCK, AND ABOUT LEVEL WITH THE
 DF9711'HIGHWAY PAVEMENT. THE STATION IS 10.9 M SOUTHEAST OF THE CENTERLINE
 DF9711'OF COUNTY HIGHWAY P, 53.0 M WEST-SOUTHWEST OF POWER POLE --6-7-9
 DF9711'22/16--, AND 29 M NORTHEAST OF THE EXTENDED CENTERLINE OF PRIVATE
 DF9711'ENTRANCE --2787--.  ---NOTE---THE STATION IS WEST-NORTHWEST,
 DF9711'SOUTH-SOUTHWEST AND SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9711'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9711'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9711
 DF9711                          STATION RECOVERY (2004)
 DF9711
 DF9711'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9711'RECOVERED AS DESCRIBED.
 DF9711
 DF9711                          STATION RECOVERY (2007)
 DF9711
 DF9711'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9711'RECOVERED IN GOOD CONDITION.
 DF9711
 DF9711                          STATION RECOVERY (2012)
 DF9711
 DF9711'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9711'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9710 ***********************************************************************
 DF9710  DESIGNATION -  2U02
 DF9710  PID         -  DF9710
 DF9710  STATE/COUNTY-  WI/DANE
 DF9710  COUNTRY     -  US
 DF9710  USGS QUAD   -  CROSS PLAINS (2018)
 DF9710
 DF9710                         *CURRENT SURVEY CONTROL
 DF9710  ______________________________________________________________________
 DF9710* NAD 83(1986) POSITION- 43 01 24.11   (N) 089 40 04.58   (W)   HD_HELD1
 DF9710* NAVD 88 ORTHO HEIGHT -   296.906 (meters)      974.10  (feet) ADJUSTED
 DF9710  ______________________________________________________________________
 DF9710  GEOID HEIGHT    -        -34.152 (meters)                     GEOID18
 DF9710  DYNAMIC HEIGHT  -        296.820 (meters)      973.82  (feet) COMP
 DF9710  MODELED GRAVITY -    980,325.3   (mgal)                       NAVD 88
 DF9710
 DF9710  VERT ORDER      -  SECOND    CLASS I
 DF9710
 DF9710.The horizontal coordinates were determined by differentially corrected
 DF9710.hand held GPS observations or other comparable positioning techniques
 DF9710.and have an estimated accuracy of +/- 3 meters.
 DF9710
 DF9710.The orthometric height was determined by differential leveling and
 DF9710.adjusted by the NATIONAL GEODETIC SURVEY
 DF9710.in April 2017.
 DF9710
 DF9710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9710.GEOID18 height accuracy estimate available here.
 DF9710
 DF9710.Click photographs - Photos may exist for this station.
 DF9710
 DF9710.The dynamic height is computed by dividing the NAVD 88
 DF9710.geopotential number by the normal gravity value computed on the
 DF9710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9710.degrees latitude (g = 980.6199 gals.).
 DF9710
 DF9710.The modeled gravity was interpolated from observed gravity values.
 DF9710
 DF9710;                    North         East    Units  Estimated Accuracy
 DF9710;SPC WI S     -   113,739.9     627,065.0     MT  (+/- 3 meters HH1 GPS) 
 DF9710
 DF9710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8261766863(NAD 83)
 DF9710
 DF9710                          SUPERSEDED SURVEY CONTROL
 DF9710
 DF9710  NAVD 88 (05/08/12)  296.897  (m)          974.07   (f) SUPERSEDED  2 1
 DF9710  NAVD 88 (04/20/07)  296.882  (m)          974.02   (f) SUPERSEDED  2 1
 DF9710  NAVD 88 (02/25/04)  296.843  (m)          973.89   (f) SUPERSEDED  2 1
 DF9710
 DF9710.Superseded values are not recommended for survey control.
 DF9710
 DF9710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9710.See file dsdata.pdf to determine how the superseded data were derived.
 DF9710
 DF9710_MARKER: DD = SURVEY DISK
 DF9710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9710_STAMPING: 2U02 2002
 DF9710_MARK LOGO: WIDT
 DF9710_PROJECTION: FLUSH
 DF9710_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9710+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2016
 DF9710
 DF9710  HISTORY     - Date     Condition        Report By
 DF9710  HISTORY     - 2001     MONUMENTED       WIDT
 DF9710  HISTORY     - 20070424 GOOD             WIDT
 DF9710  HISTORY     - 20120703 GOOD             WIDT
 DF9710  HISTORY     - 20160621 GOOD             WIDT
 DF9710
 DF9710                          STATION DESCRIPTION
 DF9710
 DF9710'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9710'THE STATION IS LOCATED ABOUT 24 KM WEST-SOUTHWEST OF MADISON, 16 KM
 DF9710'SOUTHWEST OF MIDDLETON, AND 6 KM NORTHEAST OF MOUNT HOREB.
 DF9710'OWNERSHIP--DANE COUNTY. TO REACH THE STATION FROM THE JUNCTION OF US
 DF9710'HIGHWAY 18 WITH STATE HIGHWAY 92 ABOUT 2 KM SOUTHEAST OF THE VILLAGE
 DF9710'OF MOUNT HOREB, GO EAST ON US HIGHWAY 18 FOR 4.3 KM TO COUNTY HIGHWAY
 DF9710'PD, TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY PD FOR 0.4 KM TO
 DF9710'COUNTY HIGHWAY P ON THE LEFT, TURN LEFT AND GO NORTHWEST ON COUNTY
 DF9710'HIGHWAY P FOR 3.0 KM TO BAKKEN ROAD ON THE RIGHT, CONTINUE NORTH ON
 DF9710'COUNTY HIGHWAY P FOR 0.2 KM TO THE STATION ON THE RIGHT. THE STATION
 DF9710'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9710'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9710'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9710'THE STATION IS 10.6 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY P, 113
 DF9710'M NORTH-NORTHEAST OF A WOOD POST FOR A --SPEED LIMIT 35-- SIGN, 70 M
 DF9710'SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE --3086--, AND 13.5
 DF9710'SOUTH-SOUTHEAST OF A WOOD POST FOR A --RECREATIONAL TRAIL CROSSING--
 DF9710'SIGN.  ---NOTE---THE STATION IS WEST, SOUTH AND NORTHEAST OF THREE
 DF9710'WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9710'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9710
 DF9710                          STATION RECOVERY (2007)
 DF9710
 DF9710'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9710'RECOVERED IN GOOD CONDITION.
 DF9710
 DF9710                          STATION RECOVERY (2012)
 DF9710
 DF9710'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9710'RECOVERED AS DESCRIBED.
 DF9710
 DF9710                          STATION RECOVERY (2016)
 DF9710
 DF9710'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9710'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9709 ***********************************************************************
 DF9709  DESIGNATION -  2U03
 DF9709  PID         -  DF9709
 DF9709  STATE/COUNTY-  WI/DANE
 DF9709  COUNTRY     -  US
 DF9709  USGS QUAD   -  CROSS PLAINS (2018)
 DF9709
 DF9709                         *CURRENT SURVEY CONTROL
 DF9709  ______________________________________________________________________
 DF9709* NAD 83(1986) POSITION- 43 02 34.53   (N) 089 39 26.21   (W)   HD_HELD1
 DF9709* NAVD 88 ORTHO HEIGHT -   302.049 (meters)      990.97  (feet) ADJUSTED
 DF9709  ______________________________________________________________________
 DF9709  GEOID HEIGHT    -        -34.190 (meters)                     GEOID18
 DF9709  DYNAMIC HEIGHT  -        301.964 (meters)      990.69  (feet) COMP
 DF9709  MODELED GRAVITY -    980,329.6   (mgal)                       NAVD 88
 DF9709
 DF9709  VERT ORDER      -  SECOND    CLASS I
 DF9709
 DF9709.The horizontal coordinates were determined by differentially corrected
 DF9709.hand held GPS observations or other comparable positioning techniques
 DF9709.and have an estimated accuracy of +/- 3 meters.
 DF9709
 DF9709.The orthometric height was determined by differential leveling and
 DF9709.adjusted by the WI DEPT OF TRANSP
 DF9709.in May 2012.
 DF9709
 DF9709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9709.GEOID18 height accuracy estimate available here.
 DF9709
 DF9709.Click photographs - Photos may exist for this station.
 DF9709
 DF9709.The dynamic height is computed by dividing the NAVD 88
 DF9709.geopotential number by the normal gravity value computed on the
 DF9709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9709.degrees latitude (g = 980.6199 gals.).
 DF9709
 DF9709.The modeled gravity was interpolated from observed gravity values.
 DF9709
 DF9709;                    North         East    Units  Estimated Accuracy
 DF9709;SPC WI S     -   115,916.4     627,924.8     MT  (+/- 3 meters HH1 GPS) 
 DF9709
 DF9709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8355469008(NAD 83)
 DF9709
 DF9709                          SUPERSEDED SURVEY CONTROL
 DF9709
 DF9709  NAVD 88 (04/20/07)  302.034  (m)          990.92   (f) SUPERSEDED  2 1
 DF9709  NAVD 88 (02/25/04)  301.995  (m)          990.80   (f) SUPERSEDED  2 1
 DF9709
 DF9709.Superseded values are not recommended for survey control.
 DF9709
 DF9709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9709.See file dsdata.pdf to determine how the superseded data were derived.
 DF9709
 DF9709_MARKER: DD = SURVEY DISK
 DF9709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9709_STAMPING: 2U03 2002
 DF9709_MARK LOGO: WIDT
 DF9709_PROJECTION: FLUSH
 DF9709_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9709+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2016
 DF9709
 DF9709  HISTORY     - Date     Condition        Report By
 DF9709  HISTORY     - 2001     MONUMENTED       WIDT
 DF9709  HISTORY     - 20070424 GOOD             WIDT
 DF9709  HISTORY     - 20120703 GOOD             WIDT
 DF9709  HISTORY     - 20160623 GOOD             WIDT
 DF9709
 DF9709                          STATION DESCRIPTION
 DF9709
 DF9709'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9709'THE STATION IS LOCATED ABOUT 23 KM WEST-SOUTHWEST OF MADISON, 14 KM
 DF9709'SOUTHWEST OF MIDDLETON, AND 8 KM NORTHEAST OF MOUNT HOREB.
 DF9709'OWNERSHIP--DANE COUNTY. TO REACH THE STATION FROM THE JUNCTION OF US
 DF9709'HIGHWAY 18 WITH STATE HIGHWAY 92 ABOUT 2 KM SOUTHEAST OF THE VILLAGE
 DF9709'OF MOUNT HOREB, GO EAST ON US HIGHWAY 18 FOR 4.3 KM TO COUNTY HIGHWAY
 DF9709'PD, TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY PD FOR FOR 0.4 KM TO
 DF9709'COUNTY HIGHWAY P ON THE LEFT, TURN LEFT AND GO NORTHWEST ON COUNTY
 DF9709'HIGHWAY P FOR 4.5 KM TO COUNTY HIGHWAY S ON THE LEFT, AND COUNTY
 DF9709'HIGHWAY P ON THE RIGHT, CONTINUE NORTH ON COUNTY HIGHWAY P FOR 1.2 KM
 DF9709'TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9709'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9709'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9709'AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 9.3 M
 DF9709'SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY P, 169 M EAST OF THE
 DF9709'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --3419 (LIFE IS GOOD LANE)--,
 DF9709'34.9 M WEST-NORTHWEST OF TELEPHONE PEDESTAL --E4 13-15A--, AND 6 M
 DF9709'NORTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH,
 DF9709'SOUTHEAST AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9709'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9709'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9709
 DF9709                          STATION RECOVERY (2007)
 DF9709
 DF9709'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9709'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.29 MILE SOUTH OF
 DF9709'COUNTY HIGHWAY J.
 DF9709
 DF9709                          STATION RECOVERY (2012)
 DF9709
 DF9709'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9709'RECOVERED AS DESCRIBED.
 DF9709
 DF9709                          STATION RECOVERY (2016)
 DF9709
 DF9709'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9709'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9707 ***********************************************************************
 DF9707  DESIGNATION -  2U05
 DF9707  PID         -  DF9707
 DF9707  STATE/COUNTY-  WI/DANE
 DF9707  COUNTRY     -  US
 DF9707  USGS QUAD   -  CROSS PLAINS (2018)
 DF9707
 DF9707                         *CURRENT SURVEY CONTROL
 DF9707  ______________________________________________________________________
 DF9707* NAD 83(1986) POSITION- 43 04 50.53   (N) 089 39 27.03   (W)   HD_HELD1
 DF9707* NAVD 88 ORTHO HEIGHT -   341.138 (meters)     1119.22  (feet) ADJUSTED
 DF9707  ______________________________________________________________________
 DF9707  GEOID HEIGHT    -        -34.248 (meters)                     GEOID18
 DF9707  DYNAMIC HEIGHT  -        341.044 (meters)     1118.91  (feet) COMP
 DF9707  MODELED GRAVITY -    980,336.6   (mgal)                       NAVD 88
 DF9707
 DF9707  VERT ORDER      -  SECOND    CLASS I
 DF9707
 DF9707.The horizontal coordinates were determined by differentially corrected
 DF9707.hand held GPS observations or other comparable positioning techniques
 DF9707.and have an estimated accuracy of +/- 3 meters.
 DF9707
 DF9707.The orthometric height was determined by differential leveling and
 DF9707.adjusted by the WI DEPT OF TRANSP
 DF9707.in May 2012.
 DF9707
 DF9707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9707.GEOID18 height accuracy estimate available here.
 DF9707
 DF9707.Click photographs - Photos may exist for this station.
 DF9707
 DF9707.The dynamic height is computed by dividing the NAVD 88
 DF9707.geopotential number by the normal gravity value computed on the
 DF9707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9707.degrees latitude (g = 980.6199 gals.).
 DF9707
 DF9707.The modeled gravity was interpolated from observed gravity values.
 DF9707
 DF9707;                    North         East    Units  Estimated Accuracy
 DF9707;SPC WI S     -   120,112.9     627,889.0     MT  (+/- 3 meters HH1 GPS) 
 DF9707
 DF9707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8366973204(NAD 83)
 DF9707
 DF9707                          SUPERSEDED SURVEY CONTROL
 DF9707
 DF9707  NAVD 88 (04/20/07)  341.122  (m)         1119.16   (f) SUPERSEDED  2 1
 DF9707  NAVD 88 (02/25/04)  341.083  (m)         1119.04   (f) SUPERSEDED  2 1
 DF9707
 DF9707.Superseded values are not recommended for survey control.
 DF9707
 DF9707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9707.See file dsdata.pdf to determine how the superseded data were derived.
 DF9707
 DF9707_MARKER: DD = SURVEY DISK
 DF9707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9707_STAMPING: 2U05 2002
 DF9707_MARK LOGO: WIDT
 DF9707_PROJECTION: FLUSH
 DF9707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9707+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2018
 DF9707
 DF9707  HISTORY     - Date     Condition        Report By
 DF9707  HISTORY     - 2001     MONUMENTED       WIDT
 DF9707  HISTORY     - 20070424 GOOD             WIDT
 DF9707  HISTORY     - 20120702 GOOD             WIDT
 DF9707  HISTORY     - 20151123 GOOD             WIDT
 DF9707  HISTORY     - 20180604 GOOD             WIDT
 DF9707
 DF9707                          STATION DESCRIPTION
 DF9707
 DF9707'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9707'THE STATION IS LOCATED ABOUT 23 KM WEST OF MADISON, 12 KM WEST OF
 DF9707'MIDDLETON, AND 4 KM SOUTH OF CROSS PLAINS.  OWNERSHIP--DANE COUNTY.
 DF9707'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH US
 DF9707'HIGHWAY 14 IN THE CITY OF MIDDLETON, GO WEST ON US HIGHWAY 14 FOR
 DF9707'11.1 KM TO COUNTY HIGHWAY P, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY
 DF9707'P FOR 3.2 KM TO HIDDEN VALLEY ROAD ON THE RIGHT, CONTINUE SOUTH ON
 DF9707'COUNTY HIGHWAY P FOR 0.3 KM TO THE STATION ON THE RIGHT. THE STATION
 DF9707'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9707'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9707'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9707'THE STATION IS 6.9 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY P, 43.6
 DF9707'M SOUTH-SOUTHEAST OF POWER POLE --10Y-14/77--, 21.4 M NORTH-NORTHEAST
 DF9707'OF POWER POLE --10Y-14/79--, AND 11 M EAST OF A CULTIVATED FIELD.
 DF9707'---NOTE---THE STATION IS EAST, NORTHWEST AND SOUTHWEST OF THREE WHITE
 DF9707'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9707'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9707
 DF9707                          STATION RECOVERY (2007)
 DF9707
 DF9707'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9707'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9707'STATION ARE TREES IN THE EAST QUADRANTS EXTENDING TO 40 DEGREES ABOVE
 DF9707'THE HORIZON.
 DF9707
 DF9707                          STATION RECOVERY (2012)
 DF9707
 DF9707'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9707'RECOVERED AS DESCRIBED.
 DF9707
 DF9707                          STATION RECOVERY (2015)
 DF9707
 DF9707'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DF9707'RECOVERED AS DESCRIBED.
 DF9707
 DF9707                          STATION RECOVERY (2018)
 DF9707
 DF9707'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (MJH)
 DF9707'ROAD RECONSTRUCTION HAS RESULTED IN THE FOLLOWING NEW STATION TIES.
 DF9707'
 DF9707'THE STATION IS LOCATED INSIDE A VERTICAL 24 IN DIAMETER CORRUGATED
 DF9707'METAL PIPE WITH LID AT THE WEST EDGE OF THE GRAVEL SHOULDER.  THE
 DF9707'STATION IS 24.0 FT (7.3 M) WEST OF THE CENTERLINE OF CTH P, 7.1 FT
 DF9707'(2.2 M) WEST OF THE EDGE OF PAVEMENT AND 5.2 FT (1.6 M) WEST OF THE
 DF9707'WEST EDGE OF A GUARD RAIL ANCHOR POST.  PLEASE NOTE THAT USERS WISHING
 DF9707'TO USE THE STATION SHOULD PARK ON THE EAST SIDE OF CTH P AS THE GUARD
 DF9707'RAIL LIMITS HOW FAR A VEHICLE CAN GET OFF OF THE WEST SIDE OF THE
 DF9707'ROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9706 ***********************************************************************
 DF9706  DESIGNATION -  2U06
 DF9706  PID         -  DF9706
 DF9706  STATE/COUNTY-  WI/DANE
 DF9706  COUNTRY     -  US
 DF9706  USGS QUAD   -  CROSS PLAINS (2018)
 DF9706
 DF9706                         *CURRENT SURVEY CONTROL
 DF9706  ______________________________________________________________________
 DF9706* NAD 83(1986) POSITION- 43 05 49.40   (N) 089 38 56.09   (W)   HD_HELD1
 DF9706* NAVD 88 ORTHO HEIGHT -   279.091 (meters)      915.65  (feet) ADJUSTED
 DF9706  ______________________________________________________________________
 DF9706  GEOID HEIGHT    -        -34.280 (meters)                     GEOID18
 DF9706  DYNAMIC HEIGHT  -        279.015 (meters)      915.40  (feet) COMP
 DF9706  MODELED GRAVITY -    980,339.9   (mgal)                       NAVD 88
 DF9706
 DF9706  VERT ORDER      -  SECOND    CLASS I
 DF9706
 DF9706.The horizontal coordinates were determined by differentially corrected
 DF9706.hand held GPS observations or other comparable positioning techniques
 DF9706.and have an estimated accuracy of +/- 3 meters.
 DF9706
 DF9706.The orthometric height was determined by differential leveling and
 DF9706.adjusted by the NATIONAL GEODETIC SURVEY
 DF9706.in April 2017.
 DF9706
 DF9706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9706.GEOID18 height accuracy estimate available here.
 DF9706
 DF9706.Click photographs - Photos may exist for this station.
 DF9706
 DF9706.The dynamic height is computed by dividing the NAVD 88
 DF9706.geopotential number by the normal gravity value computed on the
 DF9706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9706.degrees latitude (g = 980.6199 gals.).
 DF9706
 DF9706.The modeled gravity was interpolated from observed gravity values.
 DF9706
 DF9706;                    North         East    Units  Estimated Accuracy
 DF9706;SPC WI S     -   121,932.4     628,581.2     MT  (+/- 3 meters HH1 GPS) 
 DF9706
 DF9706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8442674998(NAD 83)
 DF9706
 DF9706                          SUPERSEDED SURVEY CONTROL
 DF9706
 DF9706  NAVD 88 (05/08/12)  279.095  (m)          915.66   (f) SUPERSEDED  2 1
 DF9706  NAVD 88 (04/20/07)  279.079  (m)          915.61   (f) SUPERSEDED  2 1
 DF9706  NAVD 88 (02/25/04)  279.039  (m)          915.48   (f) SUPERSEDED  2 1
 DF9706
 DF9706.Superseded values are not recommended for survey control.
 DF9706
 DF9706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9706.See file dsdata.pdf to determine how the superseded data were derived.
 DF9706
 DF9706_MARKER: DD = SURVEY DISK
 DF9706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9706_STAMPING: 2U06 2002
 DF9706_MARK LOGO: WIDT
 DF9706_PROJECTION: FLUSH
 DF9706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9706+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2017
 DF9706
 DF9706  HISTORY     - Date     Condition        Report By
 DF9706  HISTORY     - 2001     MONUMENTED       WIDT
 DF9706  HISTORY     - 2004     GOOD             WIDT
 DF9706  HISTORY     - 20070424 GOOD             WIDT
 DF9706  HISTORY     - 20120702 GOOD             WIDT
 DF9706  HISTORY     - 20151123 GOOD             WIDT
 DF9706  HISTORY     - 20171201 GOOD             WIDT
 DF9706
 DF9706                          STATION DESCRIPTION
 DF9706
 DF9706'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9706'THE STATION IS LOCATED ABOUT 22 KM WEST OF MADISON, 12 KM WEST OF
 DF9706'MIDDLETON, AND 2 KM SOUTH OF CROSS PLAINS.  OWNERSHIP--TOWN OF CROSS
 DF9706'PLAINS.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH
 DF9706'US HIGHWAY 14 IN THE CITY OF MIDDLETON, GO WEST ON US HIGHWAY 14 FOR
 DF9706'11.1 KM TO COUNTY HIGHWAY P, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY
 DF9706'P FOR 1.6 KM TO STAGE COACH ROAD, TURN LEFT AND GO EAST ON STAGE
 DF9706'COACH ROAD FOR 0.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9706'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9706'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9706'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9706'IS 6.6 M SOUTH OF THE CENTERLINE OF STAGE COACH ROAD, 49.1 M WEST OF
 DF9706'THE CENTERLINE OF THE WESTERNMOST DRIVEWAY OF PRIVATE ENTRANCE
 DF9706'--8545--, 32.5 M SOUTHWEST OF POWER POLE--WPL-7-7-10 30/27
 DF9706'10Y-33/28--, AND 9 M NORTH OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9706'STATION IS NORTH, SOUTHEAST AND SOUTHWEST OF THREE WHITE PLASTIC
 DF9706'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9706'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9706
 DF9706                          STATION RECOVERY (2004)
 DF9706
 DF9706'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9706'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH) THE STATION IS LOCATED ABOUT
 DF9706'22 KM (13.67 MI) WEST OF MADISON, 12 KM (7.46 MI) WEST OF MIDDLETON,
 DF9706'AND 2 KM (1.24 MI) SOUTH OF CROSS PLAINS.  OWNERSHIP--TOWN OF CROSS
 DF9706'PLAINS.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH
 DF9706'US HIGHWAY 14 IN THE CITY OF MIDDLETON, GO WEST ON US HIGHWAY 14 FOR
 DF9706'11.1 KM (6.9 MI) TO COUNTY HIGHWAY P, TURN LEFT AND GO SOUTH ON COUNTY
 DF9706'HIGHWAY P FOR 1.6 KM (0.99 MI) TO STAGE COACH ROAD, TURN LEFT AND GO
 DF9706'EAST ON STAGE COACH ROAD FOR 0.1 KM (0.06 MI) TO THE STATION ON THE
 DF9706'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9706'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9706'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M (7.9 FT) AND ABOUT
 DF9706'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.6 M (21.7 FT) SOUTH OF
 DF9706'THE CENTERLINE OF STAGE COACH ROAD, 49.1 M (161.1 FT) WEST OF THE
 DF9706'CENTERLINE OF THE WESTERNMOST DRIVEWAY OF PRIVATE ENTRANCE --8545--,
 DF9706'32.5 M (106.6 FT) SOUTHWEST OF POWER POLE--WPL-7-7-10 30/27
 DF9706'10Y-33/28--, AND 9 M (29.5 FT) NORTH OF A CULTIVATED FIELD.
 DF9706'---NOTE---THE STATION IS NORTH, SOUTHEAST AND SOUTHWEST OF THREE WHITE
 DF9706'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9706'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9706'
 DF9706'RECOVERED AS DESCRIBED.
 DF9706
 DF9706                          STATION RECOVERY (2007)
 DF9706
 DF9706'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9706'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9706'STATION ARE TREES TO THE WEST EXTENDING TO 25 DEGREES ABOVE THE
 DF9706'HORIZON.
 DF9706
 DF9706                          STATION RECOVERY (2012)
 DF9706
 DF9706'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9706'RECOVERED AS DESCRIBED.
 DF9706
 DF9706                          STATION RECOVERY (2015)
 DF9706
 DF9706'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DF9706'RECOVERED AS DESCRIBED.
 DF9706
 DF9706                          STATION RECOVERY (2017)
 DF9706
 DF9706'RECOVERY NOTE BY WI DEPT OF TRANSP 2017 (MJH)
 DF9706'RECONSTRUCTION OF STAGECOACH ROAD IN 2017 CREATED SOME NEW TIES TO THE
 DF9706'STATION.
 DF9706'
 DF9706'THE STATION IS STILL 21.7 FT (6.6 M) SOUTH OF THE CENTERLINE OF
 DF9706'STAGECOACH ROAD.  NEW TIES TO THE STATION ARE 15.2 FT (4.6 M) EAST OF
 DF9706'THE YELLOW AND BLACK EAST FACE OF A GUARDRAIL, 5.75 FT (1.8 M) SOUTH
 DF9706'OF THE SOUTH EDGE OF ASPHALT, 1.6 FT (0.5 M) SOUTH OF THE APPROXIMATE
 DF9706'SOUTH EDGE OF THE GRAVEL SHOULDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9704 ***********************************************************************
 DF9704  DESIGNATION -  2U08
 DF9704  PID         -  DF9704
 DF9704  STATE/COUNTY-  WI/DANE
 DF9704  COUNTRY     -  US
 DF9704  USGS QUAD   -  BLACK EARTH (2018)
 DF9704
 DF9704                         *CURRENT SURVEY CONTROL
 DF9704  ______________________________________________________________________
 DF9704* NAD 83(1986) POSITION- 43 07 38.31   (N) 089 37 36.85   (W)   HD_HELD1
 DF9704* NAVD 88 ORTHO HEIGHT -   279.180 (meters)      915.94  (feet) ADJUSTED
 DF9704  ______________________________________________________________________
 DF9704  GEOID HEIGHT    -        -34.327 (meters)                     GEOID18
 DF9704  DYNAMIC HEIGHT  -        279.106 (meters)      915.70  (feet) COMP
 DF9704  MODELED GRAVITY -    980,345.2   (mgal)                       NAVD 88
 DF9704
 DF9704  VERT ORDER      -  SECOND    CLASS I
 DF9704
 DF9704.The horizontal coordinates were determined by differentially corrected
 DF9704.hand held GPS observations or other comparable positioning techniques
 DF9704.and have an estimated accuracy of +/- 3 meters.
 DF9704
 DF9704.The orthometric height was determined by differential leveling and
 DF9704.adjusted by the WI DEPT OF TRANSP
 DF9704.in May 2012.
 DF9704
 DF9704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9704.GEOID18 height accuracy estimate available here.
 DF9704
 DF9704.Click photographs - Photos may exist for this station.
 DF9704
 DF9704.The dynamic height is computed by dividing the NAVD 88
 DF9704.geopotential number by the normal gravity value computed on the
 DF9704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9704.degrees latitude (g = 980.6199 gals.).
 DF9704
 DF9704.The modeled gravity was interpolated from observed gravity values.
 DF9704
 DF9704;                    North         East    Units  Estimated Accuracy
 DF9704;SPC WI S     -   125,300.9     630,358.0     MT  (+/- 3 meters HH1 GPS) 
 DF9704
 DF9704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8632378302(NAD 83)
 DF9704
 DF9704                          SUPERSEDED SURVEY CONTROL
 DF9704
 DF9704  NAVD 88 (04/20/07)  279.164  (m)          915.89   (f) SUPERSEDED  2 1
 DF9704  NAVD 88 (02/25/04)  279.125  (m)          915.76   (f) SUPERSEDED  2 1
 DF9704
 DF9704.Superseded values are not recommended for survey control.
 DF9704
 DF9704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9704.See file dsdata.pdf to determine how the superseded data were derived.
 DF9704
 DF9704_MARKER: DD = SURVEY DISK
 DF9704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9704_STAMPING: 2U08 2002
 DF9704_MARK LOGO: WIDT
 DF9704_PROJECTION: FLUSH
 DF9704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9704+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2015
 DF9704
 DF9704  HISTORY     - Date     Condition        Report By
 DF9704  HISTORY     - 2001     MONUMENTED       WIDT
 DF9704  HISTORY     - 20070402 GOOD             WIDT
 DF9704  HISTORY     - 20090817 GOOD             AEROME
 DF9704  HISTORY     - 20120702 GOOD             WIDT
 DF9704  HISTORY     - 20151123 GOOD             WIDT
 DF9704
 DF9704                          STATION DESCRIPTION
 DF9704
 DF9704'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9704'THE STATION IS LOCATED ABOUT 21 KM WEST-NORTHWEST OF MADISON, 9 KM
 DF9704'WEST-NORTHWEST OF MIDDLETON, AND 3 KM NORTHEAST OF CROSS PLAINS.
 DF9704'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DF9704'HIGHWAY 12 WITH STATE HIGHWAY 19 ABOUT 8 KM WEST OF THE VILLAGE OF
 DF9704'WAUNAKEE, GO NORTHWEST ON US HIGHWAY 12 FOR 1.0 KM TO COUNTY HIGHWAY
 DF9704'P, TURN LEFT AND GO SOUTHWEST ON COUNTY HIGHWAY P FOR 8.9 KM TO NORTH
 DF9704'HILL POINT ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A
 DF9704'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9704'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9704'A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE ROAD PAVEMENT. THE STATION
 DF9704'IS 18.6 M NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY P, 22.1 M
 DF9704'NORTH-NORTHEAST OF TELEPHONE PEDESTAL --F16 36-5--, AND 15.3 M
 DF9704'SOUTHWEST OF THE CENTERLINE OF NORTH HILL POINT ROAD.  ---NOTE---THE
 DF9704'STATION IS EAST-SOUTHEAST, SOUTH-SOUTHWEST AND NORTH OF THREE WHITE
 DF9704'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9704'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9704
 DF9704                          STATION RECOVERY (2007)
 DF9704
 DF9704'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9704'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- TO
 DF9704'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 (MAIN STREET)
 DF9704'WITH COUNTY HIGHWAY P (CHURCH STREET) ON THE EAST SIDE OF THE VILLAGE
 DF9704'OF CROSS PLAINS, GO NORTHEAST ON COUNTY HIGHWAY P FOR 0.8 MILE TO
 DF9704'COUNTY HIGHWAY P (SPRINGFIELD ROAD) LEFT AND AIRPORT ROAD AHEAD,
 DF9704'CURVE LEFT AND GO NORTHEAST ON COUNTY HIGHWAY P (SPRINGFIELD ROAD)
 DF9704'FOR 0.70 MILE TO THE SOUTH END OF HILLPOINT ROAD LEFT AND THE STATION
 DF9704'IN THE SOUTHWEST QUADRANT ON THE LEFT.
 DF9704
 DF9704                          STATION RECOVERY (2009)
 DF9704
 DF9704'RECOVERY NOTE BY AERO METRIC INC 2009
 DF9704'RECOVERED IN GOOD CONDITION.
 DF9704
 DF9704                          STATION RECOVERY (2012)
 DF9704
 DF9704'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9704'RECOVERED AS DESCRIBED.
 DF9704
 DF9704                          STATION RECOVERY (2015)
 DF9704
 DF9704'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DF9704'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9703 ***********************************************************************
 DF9703  DESIGNATION -  2U09
 DF9703  PID         -  DF9703
 DF9703  STATE/COUNTY-  WI/DANE
 DF9703  COUNTRY     -  US
 DF9703  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 DF9703
 DF9703                         *CURRENT SURVEY CONTROL
 DF9703  ______________________________________________________________________
 DF9703* NAD 83(1986) POSITION- 43 08 28.4    (N) 089 36 33.8    (W)   HD_HELD2
 DF9703* NAVD 88 ORTHO HEIGHT -   287.235 (meters)      942.37  (feet) ADJUSTED
 DF9703  ______________________________________________________________________
 DF9703  GEOID HEIGHT    -        -34.349 (meters)                     GEOID18
 DF9703  DYNAMIC HEIGHT  -        287.159 (meters)      942.12  (feet) COMP
 DF9703  MODELED GRAVITY -    980,347.3   (mgal)                       NAVD 88
 DF9703
 DF9703  VERT ORDER      -  SECOND    CLASS I
 DF9703
 DF9703.The horizontal coordinates were established by autonomous hand held GPS
 DF9703.observations and have an estimated accuracy of +/- 10 meters.
 DF9703
 DF9703.The orthometric height was determined by differential leveling and
 DF9703.adjusted by the WI DEPT OF TRANSP
 DF9703.in May 2012.
 DF9703
 DF9703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9703.GEOID18 height accuracy estimate available here.
 DF9703
 DF9703.Click photographs - Photos may exist for this station.
 DF9703
 DF9703.The dynamic height is computed by dividing the NAVD 88
 DF9703.geopotential number by the normal gravity value computed on the
 DF9703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9703.degrees latitude (g = 980.6199 gals.).
 DF9703
 DF9703.The modeled gravity was interpolated from observed gravity values.
 DF9703
 DF9703;                    North         East    Units  Estimated Accuracy
 DF9703;SPC WI S     -   126,853.      631,776.      MT  (+/- 10 meters HH2 GPS)
 DF9703
 DF9703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8779579802(NAD 83)
 DF9703
 DF9703                          SUPERSEDED SURVEY CONTROL
 DF9703
 DF9703  NAVD 88 (04/20/07)  287.219  (m)          942.32   (f) SUPERSEDED  2 1
 DF9703  NAVD 88 (02/25/04)  287.180  (m)          942.19   (f) SUPERSEDED  2 1
 DF9703
 DF9703.Superseded values are not recommended for survey control.
 DF9703
 DF9703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9703.See file dsdata.pdf to determine how the superseded data were derived.
 DF9703
 DF9703_MARKER: DD = SURVEY DISK
 DF9703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9703_STAMPING: 2U09 2002
 DF9703_MARK LOGO: WIDT
 DF9703_PROJECTION: FLUSH
 DF9703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9703+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2015
 DF9703
 DF9703  HISTORY     - Date     Condition        Report By
 DF9703  HISTORY     - 2001     MONUMENTED       WIDT
 DF9703  HISTORY     - 20070402 GOOD             WIDT
 DF9703  HISTORY     - 20120702 GOOD             WIDT
 DF9703  HISTORY     - 20151123 GOOD             WIDT
 DF9703
 DF9703                          STATION DESCRIPTION
 DF9703
 DF9703'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9703'THE STATION IS LOCATED ABOUT 14 KM SOUTHWEST OF WAUNAKEE, 10 KM
 DF9703'NORTHWEST OF MIDDLETON, AND 5 KM NORTHEAST OF CROSS PLAINS.
 DF9703'OWNERSHIP--TOWN OF BERRY.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9703'US HIGHWAY 12 WITH STATE HIGHWAY 19 ABOUT 8 KM WEST OF THE VILLAGE OF
 DF9703'WAUNAKEE, GO NORTHWEST ON US HIGHWAY 12 FOR 1.0 KM TO COUNTY HIGHWAY
 DF9703'P, TURN LEFT AND GO SOUTHWEST ON COUNTY HIGHWAY P FOR 6.8 KM TO WEST
 DF9703'HILL POINT ROAD, TURN RIGHT AND GO NORTHWEST ON WEST HILL POINT ROAD
 DF9703'FOR 0.1 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9703'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9703'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9703'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9703'IS 6.2 M EAST-NORTHEAST OF THE CENTERLINE OF WEST HILL POINT ROAD,
 DF9703'101 M SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE --8014--, 17.8 M
 DF9703'NORTHEAST OF POWER POLE--12K-32/70--, AND 14.5 M NORTH-NORTHWEST OF
 DF9703'TELEPHONE PEDESTAL --G18 29-3A--. ---NOTE---THE STATION IS
 DF9703'SOUTH-SOUTHEAST AND NORTH-NORTHWEST OF TWO WHITE PLASTIC WITNESS
 DF9703'POSTS. ---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 DF9703'DUE TO TREES OVERHEAD.
 DF9703
 DF9703                          STATION RECOVERY (2007)
 DF9703
 DF9703'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9703'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- TO
 DF9703'REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DF9703'HIGHWAY K APPROXIMATELY 3.6 MILES NORTHEAST OF THE VILLAGE OF CROSS
 DF9703'PLAINS, GO SOUTHWEST ON COUNTY HIGHWAY P FOR 0.8 MILE TO THE NORTH END
 DF9703'OF HILLPOINT ROAD RIGHT AND HILL POINT ROAD LEFT, TURN RIGHT AND GO
 DF9703'NORTHWEST ON HILLPOINT ROAD FOR 0.06 MILE TO THE STATION ON THE RIGHT.
 DF9703'
 DF9703
 DF9703                          STATION RECOVERY (2012)
 DF9703
 DF9703'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9703'RECOVERED AS DESCRIBED---NOTE---STATION HAS TREES DIRECTLY OVERHEAD.
 DF9703
 DF9703                          STATION RECOVERY (2015)
 DF9703
 DF9703'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DF9703'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9702 ***********************************************************************
 DF9702  DESIGNATION -  2U10
 DF9702  PID         -  DF9702
 DF9702  STATE/COUNTY-  WI/DANE
 DF9702  COUNTRY     -  US
 DF9702  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 DF9702
 DF9702                         *CURRENT SURVEY CONTROL
 DF9702  ______________________________________________________________________
 DF9702* NAD 83(1986) POSITION- 43 09 16.9    (N) 089 35 38.2    (W)   HD_HELD2
 DF9702* NAVD 88 ORTHO HEIGHT -   295.499 (meters)      969.48  (feet) ADJUSTED
 DF9702  ______________________________________________________________________
 DF9702  GEOID HEIGHT    -        -34.376 (meters)                     GEOID18
 DF9702  DYNAMIC HEIGHT  -        295.421 (meters)      969.23  (feet) COMP
 DF9702  MODELED GRAVITY -    980,349.1   (mgal)                       NAVD 88
 DF9702
 DF9702  VERT ORDER      -  SECOND    CLASS I
 DF9702
 DF9702.The horizontal coordinates were established by autonomous hand held GPS
 DF9702.observations and have an estimated accuracy of +/- 10 meters.
 DF9702
 DF9702.The orthometric height was determined by differential leveling and
 DF9702.adjusted by the WI DEPT OF TRANSP
 DF9702.in May 2012.
 DF9702
 DF9702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9702.GEOID18 height accuracy estimate available here.
 DF9702
 DF9702.Click photographs - Photos may exist for this station.
 DF9702
 DF9702.The dynamic height is computed by dividing the NAVD 88
 DF9702.geopotential number by the normal gravity value computed on the
 DF9702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9702.degrees latitude (g = 980.6199 gals.).
 DF9702
 DF9702.The modeled gravity was interpolated from observed gravity values.
 DF9702
 DF9702;                    North         East    Units  Estimated Accuracy
 DF9702;SPC WI S     -   128,356.      633,025.      MT  (+/- 10 meters HH2 GPS)
 DF9702
 DF9702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8909881260(NAD 83)
 DF9702
 DF9702                          SUPERSEDED SURVEY CONTROL
 DF9702
 DF9702  NAVD 88 (04/20/07)  295.482  (m)          969.43   (f) SUPERSEDED  2 1
 DF9702  NAVD 88 (02/25/04)  295.444  (m)          969.30   (f) SUPERSEDED  2 1
 DF9702
 DF9702.Superseded values are not recommended for survey control.
 DF9702
 DF9702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9702.See file dsdata.pdf to determine how the superseded data were derived.
 DF9702
 DF9702_MARKER: DD = SURVEY DISK
 DF9702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9702_STAMPING: 2U10 2002
 DF9702_MARK LOGO: WIDT
 DF9702_PROJECTION: FLUSH
 DF9702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9702+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9702
 DF9702  HISTORY     - Date     Condition        Report By
 DF9702  HISTORY     - 2001     MONUMENTED       WIDT
 DF9702  HISTORY     - 20070402 GOOD             WIDT
 DF9702  HISTORY     - 20120702 GOOD             WIDT
 DF9702
 DF9702                          STATION DESCRIPTION
 DF9702
 DF9702'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9702'THE STATION IS LOCATED ABOUT 16 KM EAST OF MAZOMANIE, 10 KM NORTHWEST
 DF9702'OF MIDDLETON, AND 7 KM NORTHEAST OF CROSS PLAINS.  OWNERSHIP--DANE
 DF9702'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH
 DF9702'STATE HIGHWAY 19 ABOUT 8 KM WEST OF THE VILLAGE OF WAUNAKEE, GO
 DF9702'NORTHWEST ON US HIGHWAY 12 FOR 1.0 KM TO COUNTY HIGHWAY P, TURN LEFT
 DF9702'AND GO SOUTHWEST ON COUNTY HIGHWAY P FOR 4.0 KM TO RILES ROAD ON THE
 DF9702'LEFT, CONTINUE SOUTHWEST ON COUNTY HIGHWAY P FOR 0.9 KM TO THE
 DF9702'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9702'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9702'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DF9702'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.3 M EAST OF THE
 DF9702'CENTERLINE OF COUNTY HIGHWAY P, 19.3 M EAST OF POWER POLE
 DF9702'--13K-21/29--, 5 M SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE,  4 M
 DF9702'WEST OF A CULTIVATED FIELD, AND 1.0 M WEST OF A WHITE PLASTIC WITNESS
 DF9702'POST.  ---NOTE---THE STATION IS NORTHWEST, NORTHEAST AND SOUTHWEST OF
 DF9702'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9702'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9702'HORIZON EXCEPT FOR TREES TO THE WEST EXTENDING TO 30 DEGREES ABOVE
 DF9702'THE HORIZON.
 DF9702
 DF9702                          STATION RECOVERY (2007)
 DF9702
 DF9702'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9702'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.40 MILE NORTH OF
 DF9702'COUNTY HIGHWAY K.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE
 DF9702'TREES TO THE WEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DF9702
 DF9702                          STATION RECOVERY (2012)
 DF9702
 DF9702'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9702'RECOVERED AS DESCRIBED---NOTE---TREES OBSTRUCING TO THE WEST EXTENDING
 DF9702'TO 50  ON THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9701 ***********************************************************************
 DF9701  DESIGNATION -  2U11
 DF9701  PID         -  DF9701
 DF9701  STATE/COUNTY-  WI/DANE
 DF9701  COUNTRY     -  US
 DF9701  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 DF9701
 DF9701                         *CURRENT SURVEY CONTROL
 DF9701  ______________________________________________________________________
 DF9701* NAD 83(1986) POSITION- 43 10 09.4    (N) 089 34 48.5    (W)   HD_HELD2
 DF9701* NAVD 88 ORTHO HEIGHT -   314.473 (meters)     1031.73  (feet) ADJUSTED
 DF9701  ______________________________________________________________________
 DF9701  GEOID HEIGHT    -        -34.411 (meters)                     GEOID18
 DF9701  DYNAMIC HEIGHT  -        314.391 (meters)     1031.46  (feet) COMP
 DF9701  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 DF9701
 DF9701  VERT ORDER      -  SECOND    CLASS I
 DF9701
 DF9701.The horizontal coordinates were established by autonomous hand held GPS
 DF9701.observations and have an estimated accuracy of +/- 10 meters.
 DF9701
 DF9701.The orthometric height was determined by differential leveling and
 DF9701.adjusted by the WI DEPT OF TRANSP
 DF9701.in May 2012.
 DF9701
 DF9701.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9701.GEOID18 height accuracy estimate available here.
 DF9701
 DF9701.Click photographs - Photos may exist for this station.
 DF9701
 DF9701.The dynamic height is computed by dividing the NAVD 88
 DF9701.geopotential number by the normal gravity value computed on the
 DF9701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9701.degrees latitude (g = 980.6199 gals.).
 DF9701
 DF9701.The modeled gravity was interpolated from observed gravity values.
 DF9701
 DF9701;                    North         East    Units  Estimated Accuracy
 DF9701;SPC WI S     -   129,981.      634,140.      MT  (+/- 10 meters HH2 GPS)
 DF9701
 DF9701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9027082844(NAD 83)
 DF9701
 DF9701                          SUPERSEDED SURVEY CONTROL
 DF9701
 DF9701  NAVD 88 (04/20/07)  314.456  (m)         1031.68   (f) SUPERSEDED  2 1
 DF9701  NAVD 88 (02/25/04)  314.418  (m)         1031.55   (f) SUPERSEDED  2 1
 DF9701
 DF9701.Superseded values are not recommended for survey control.
 DF9701
 DF9701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9701.See file dsdata.pdf to determine how the superseded data were derived.
 DF9701
 DF9701_MARKER: DD = SURVEY DISK
 DF9701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9701_STAMPING: 2U11 2002
 DF9701_MARK LOGO: WIDT
 DF9701_PROJECTION: FLUSH
 DF9701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9701+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9701
 DF9701  HISTORY     - Date     Condition        Report By
 DF9701  HISTORY     - 2001     MONUMENTED       WIDT
 DF9701  HISTORY     - 2004     GOOD             WIDT
 DF9701  HISTORY     - 20070402 GOOD             WIDT
 DF9701  HISTORY     - 20120702 GOOD             WIDT
 DF9701
 DF9701                          STATION DESCRIPTION
 DF9701
 DF9701'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9701'THE STATION IS LOCATED ABOUT 18 KM NORTHWEST OF MADISON, 10 KM
 DF9701'WEST-SOUTHWEST OF WAUNAKEE, AND 9 KM NORTHEAST OF CROSS PLAINS.
 DF9701'OWNERSHIP--TOWN OF SPRINGFIELD.  TO REACH THE STATION FROM THE
 DF9701'JUNCTION OF US HIGHWAY 12 WITH STATE HIGHWAY 19 ABOUT 8 KM WEST OF
 DF9701'THE VILLAGE OF WAUNAKEE, GO NORTHWEST ON US HIGHWAY 12 FOR 1.0 KM TO
 DF9701'COUNTY HIGHWAY P, TURN LEFT AND GO SOUTHWEST ON COUNTY HIGHWAY P FOR
 DF9701'2.9 KM TO KICKABOO ROAD ON THE LEFT, TURN LEFT AND GO EAST ON
 DF9701'KICKABOO ROAD FOR 0.1 KM TO THE STATION ON THE RIGHT. THE STATION IS
 DF9701'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9701'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9701'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE
 DF9701'STATION IS 8.3 M SOUTH OF THE CENTERLINE OF KICKABOO ROAD, 66.2 M
 DF9701'SOUTHWEST OF POWER POLE --14L 11/72--, 18.3 M SOUTH SOUTHEAST OF
 DF9701'TELEPHONE PEDESTAL --14L 8/72--, 8.1 M EAST-SOUTHEAST OF A METAL POST
 DF9701'FOR A --CULVERT MARKER-- SIGN, AND 3 M NORTH OF A CULTIVATED FIELD.
 DF9701'---NOTE---THE STATION IS NORTH, WEST AND EAST-SOUTHEAST OF THREE
 DF9701'WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9701'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF9701
 DF9701                          STATION RECOVERY (2004)
 DF9701
 DF9701'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9701'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH) THE STATION IS LOCATED ABOUT
 DF9701'18 KM (11.18 MI) NORTHWEST OF MADISON, 10 KM (6.21 MI) WEST-SOUTHWEST
 DF9701'OF WAUNAKEE, AND 9 KM (5.59 MI) NORTHEAST OF CROSS PLAINS.
 DF9701'OWNERSHIP--TOWN OF SPRINGFIELD.  TO REACH THE STATION FROM THE
 DF9701'JUNCTION OF US HIGHWAY 12 WITH STATE HIGHWAY 19 ABOUT 8 KM (4.97 MI)
 DF9701'WEST OF THE VILLAGE OF WAUNAKEE, GO NORTHWEST ON US HIGHWAY 12 FOR 1.0
 DF9701'KM (0.62 MI) TO COUNTY HIGHWAY P, TURN LEFT AND GO SOUTHWEST ON COUNTY
 DF9701'HIGHWAY P FOR 2.9 KM (1.8 MI) TO KICKABOO ROAD ON THE LEFT, TURN LEFT
 DF9701'AND GO EAST ON KICKABOO ROAD FOR 0.1 KM (0.06 MI) TO THE STATION ON
 DF9701'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9701'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9701'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M (7.9 FT) AND
 DF9701'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.3 M (27.2 FT)
 DF9701'SOUTH OF THE CENTERLINE OF KICKABOO ROAD, 66.2 M (217.2 FT) SOUTHWEST
 DF9701'OF POWER POLE --14L 11/72--, 18.3 M (60.0 FT) SOUTH SOUTHEAST OF
 DF9701'TELEPHONE PEDESTAL --14L 8/72--, 8.1 M (26.6 FT) EAST-SOUTHEAST OF A
 DF9701'METAL POST FOR A --CULVERT MARKER-- SIGN, AND 3 M (9.8 FT) NORTH OF A
 DF9701'CULTIVATED FIELD. ---NOTE---THE STATION IS NORTH, WEST AND
 DF9701'EAST-SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9701'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 DF9701'ABOVE THE HORIZON.
 DF9701'
 DF9701'RECOVERED AS DESCRIBED.
 DF9701
 DF9701                          STATION RECOVERY (2007)
 DF9701
 DF9701'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9701'RECOVERED IN GOOD CONDITION.
 DF9701
 DF9701                          STATION RECOVERY (2012)
 DF9701
 DF9701'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9701'RECOVERED AS DESCRIBED---NOTE---STATION IS CLEAR ABOVE 15  ON THE
 DF9701'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9698 ***********************************************************************
 DF9698  DESIGNATION -  2U13
 DF9698  PID         -  DF9698
 DF9698  STATE/COUNTY-  WI/DANE
 DF9698  COUNTRY     -  US
 DF9698  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 DF9698
 DF9698                         *CURRENT SURVEY CONTROL
 DF9698  ______________________________________________________________________
 DF9698* NAD 83(1986) POSITION- 43 11 28.9    (N) 089 32 02.9    (W)   HD_HELD2
 DF9698* NAVD 88 ORTHO HEIGHT -   285.354 (meters)      936.20  (feet) ADJUSTED
 DF9698  ______________________________________________________________________
 DF9698  GEOID HEIGHT    -        -34.492 (meters)                     GEOID18
 DF9698  DYNAMIC HEIGHT  -        285.279 (meters)      935.95  (feet) COMP
 DF9698  MODELED GRAVITY -    980,351.6   (mgal)                       NAVD 88
 DF9698
 DF9698  VERT ORDER      -  SECOND    CLASS I
 DF9698
 DF9698.The horizontal coordinates were established by autonomous hand held GPS
 DF9698.observations and have an estimated accuracy of +/- 10 meters.
 DF9698
 DF9698.The orthometric height was determined by differential leveling and
 DF9698.adjusted by the WI DEPT OF TRANSP
 DF9698.in May 2012.
 DF9698
 DF9698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9698.GEOID18 height accuracy estimate available here.
 DF9698
 DF9698.Click photographs - Photos may exist for this station.
 DF9698
 DF9698.The dynamic height is computed by dividing the NAVD 88
 DF9698.geopotential number by the normal gravity value computed on the
 DF9698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9698.degrees latitude (g = 980.6199 gals.).
 DF9698
 DF9698.The modeled gravity was interpolated from observed gravity values.
 DF9698
 DF9698;                    North         East    Units  Estimated Accuracy
 DF9698;SPC WI S     -   132,454.      637,866.      MT  (+/- 10 meters HH2 GPS)
 DF9698
 DF9698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9408485183(NAD 83)
 DF9698
 DF9698                          SUPERSEDED SURVEY CONTROL
 DF9698
 DF9698  NAVD 88 (04/20/07)  285.336  (m)          936.14   (f) SUPERSEDED  2 1
 DF9698  NAVD 88 (02/25/04)  285.299  (m)          936.02   (f) SUPERSEDED  2 1
 DF9698
 DF9698.Superseded values are not recommended for survey control.
 DF9698
 DF9698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9698.See file dsdata.pdf to determine how the superseded data were derived.
 DF9698
 DF9698_MARKER: DD = SURVEY DISK
 DF9698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9698_STAMPING: 2U13 2002
 DF9698_MARK LOGO: WIDT
 DF9698_PROJECTION: FLUSH
 DF9698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9698+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9698
 DF9698  HISTORY     - Date     Condition        Report By
 DF9698  HISTORY     - 2001     MONUMENTED       WIDT
 DF9698  HISTORY     - 20070402 GOOD             WIDT
 DF9698  HISTORY     - 20120702 GOOD             WIDT
 DF9698
 DF9698                          STATION DESCRIPTION
 DF9698
 DF9698'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9698'THE STATION IS LOCATED ABOUT 19 KM NORTHWEST OF MADISON, 13 KM
 DF9698'NORTH-NORTHEAST OF CROSS PLAINS, AND 6 KM WEST OF WAUNAKEE.
 DF9698'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9698'STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH STATE HIGHWAY 19
 DF9698'ABOUT 11 KM NORTH OF THE CITY OF MIDDLETON, GO EAST ON STATE HIGHWAY
 DF9698'19 FOR 0.8 KM TO LODI SPRINGFIELD ROAD, CONTINUE EAST ON STATE
 DF9698'HIGHWAY 19 FOR 1.0 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF9698'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9698'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9698'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9698'STATION IS 12.5 M NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DF9698'19, 120 M EAST OF PRIVATE ENTRANCE --7050--, 48 M WEST-SOUTHWEST OF A
 DF9698'FIELD ENTRANCE, 5 M SOUTH-SOUTHEAST OF A CULTIVATED FIELD, AND 4.0 M
 DF9698'WEST-SOUTHWEST OF TELEPHONE PEDESTAL --5 5300 15--. ---NOTE---THE
 DF9698'STATION IS SOUTH, NORTHEAST AND NORTHWEST OF THREE WHITE PLASTIC
 DF9698'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9698'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE
 DF9698'TO THE NORTH-NORTHEAST EXTENDING TO 20 DEGREES.
 DF9698
 DF9698                          STATION RECOVERY (2007)
 DF9698
 DF9698'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9698'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 3.8 M
 DF9698'WEST-SOUTHWEST OF THE TOP CENTER OF TELEPHONE PEDESTAL --5000 12--
 DF9698'WHICH IS ATTACHED TO A WOOD POST WITH AN ORANGE --WARNING-- SIGN
 DF9698'ATTACHED.
 DF9698
 DF9698                          STATION RECOVERY (2012)
 DF9698
 DF9698'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9698'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9697 ***********************************************************************
 DF9697  DESIGNATION -  2U14
 DF9697  PID         -  DF9697
 DF9697  STATE/COUNTY-  WI/DANE
 DF9697  COUNTRY     -  US
 DF9697  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 DF9697
 DF9697                         *CURRENT SURVEY CONTROL
 DF9697  ______________________________________________________________________
 DF9697* NAD 83(1986) POSITION- 43 11 25.0    (N) 089 30 32.3    (W)   HD_HELD2
 DF9697* NAVD 88 ORTHO HEIGHT -   282.636 (meters)      927.28  (feet) ADJUSTED
 DF9697  ______________________________________________________________________
 DF9697  GEOID HEIGHT    -        -34.504 (meters)                     GEOID18
 DF9697  DYNAMIC HEIGHT  -        282.562 (meters)      927.04  (feet) COMP
 DF9697  MODELED GRAVITY -    980,351.7   (mgal)                       NAVD 88
 DF9697
 DF9697  VERT ORDER      -  SECOND    CLASS I
 DF9697
 DF9697.The horizontal coordinates were established by autonomous hand held GPS
 DF9697.observations and have an estimated accuracy of +/- 10 meters.
 DF9697
 DF9697.The orthometric height was determined by differential leveling and
 DF9697.adjusted by the WI DEPT OF TRANSP
 DF9697.in May 2012.
 DF9697
 DF9697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9697.GEOID18 height accuracy estimate available here.
 DF9697
 DF9697.Click photographs - Photos may exist for this station.
 DF9697
 DF9697.The dynamic height is computed by dividing the NAVD 88
 DF9697.geopotential number by the normal gravity value computed on the
 DF9697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9697.degrees latitude (g = 980.6199 gals.).
 DF9697
 DF9697.The modeled gravity was interpolated from observed gravity values.
 DF9697
 DF9697;                    North         East    Units  Estimated Accuracy
 DF9697;SPC WI S     -   132,346.      639,912.      MT  (+/- 10 meters HH2 GPS)
 DF9697
 DF9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9612585001(NAD 83)
 DF9697
 DF9697                          SUPERSEDED SURVEY CONTROL
 DF9697
 DF9697  NAVD 88 (04/20/07)  282.618  (m)          927.22   (f) SUPERSEDED  2 1
 DF9697  NAVD 88 (02/25/04)  282.581  (m)          927.10   (f) SUPERSEDED  2 1
 DF9697
 DF9697.Superseded values are not recommended for survey control.
 DF9697
 DF9697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9697.See file dsdata.pdf to determine how the superseded data were derived.
 DF9697
 DF9697_MARKER: DD = SURVEY DISK
 DF9697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9697_STAMPING: 2U14 2002
 DF9697_MARK LOGO: WIDT
 DF9697_PROJECTION: FLUSH
 DF9697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9697+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9697
 DF9697  HISTORY     - Date     Condition        Report By
 DF9697  HISTORY     - 2001     MONUMENTED       WIDT
 DF9697  HISTORY     - 20060212 GOOD             USPSQD
 DF9697  HISTORY     - 20070402 GOOD             WIDT
 DF9697  HISTORY     - 20120702 GOOD             WIDT
 DF9697
 DF9697                          STATION DESCRIPTION
 DF9697
 DF9697'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9697'THE STATION IS LOCATED ABOUT 18 KM NORTHWEST OF MADISON, 10 KM NORTH
 DF9697'OF MIDDLETON, AND 4 KM WEST OF WAUNAKEE.  OWNERSHIP--WISCONSIN
 DF9697'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9697'OF US HIGHWAY 12 WITH STATE HIGHWAY 19 ABOUT 11 KM NORTH OF THE CITY
 DF9697'OF MIDDLETON, GO EAST ON STATE HIGHWAY 19 FOR 2.9 KM TO KUEHN ROAD ON
 DF9697'THE LEFT, CONTINUE EAST ON STATE HIGHWAY 19 FOR 0.7 KM TO THE STATION
 DF9697'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9697'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9697'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DF9697'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 12.1 M NORTHEAST OF THE
 DF9697'CENTERLINE OF STATE HIGHWAY 19, 149 M EAST-SOUTHEAST OF PRIVATE
 DF9697'ENTRANCE --6718--, 40.5 M NORTH-NORTHWEST OF A WOOD POST FOR A
 DF9697'--CURVE TO THE LEFT-- SIGN, AND 4.1 M SOUTHWEST OF A METAL FENCE.
 DF9697'---NOTE---THE STATION IS NORTH-NORTHEAST, NORTHWEST AND SOUTHEAST OF
 DF9697'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9697'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9697'HORIZON.
 DF9697
 DF9697                          STATION RECOVERY (2006)
 DF9697
 DF9697'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 DF9697'RECOVERED IN GOOD CONDITION.
 DF9697
 DF9697                          STATION RECOVERY (2007)
 DF9697
 DF9697'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9697'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 0.66 MILE (NOT 0.7
 DF9697'KM) EAST OF KUEHN ROAD.
 DF9697
 DF9697                          STATION RECOVERY (2012)
 DF9697
 DF9697'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9697'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8383 ***********************************************************************
 DH8383  DESIGNATION -  2U46
 DH8383  PID         -  DH8383
 DH8383  STATE/COUNTY-  WI/DANE
 DH8383  COUNTRY     -  US
 DH8383  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 DH8383
 DH8383                         *CURRENT SURVEY CONTROL
 DH8383  ______________________________________________________________________
 DH8383* NAD 83(1986) POSITION- 43 12 08.3    (N) 089 33 02.5    (W)   HD_HELD2
 DH8383* NAVD 88 ORTHO HEIGHT -   307.125 (meters)     1007.63  (feet) ADJUSTED
 DH8383  ______________________________________________________________________
 DH8383  GEOID HEIGHT    -        -34.509 (meters)                     GEOID18
 DH8383  DYNAMIC HEIGHT  -        307.045 (meters)     1007.36  (feet) COMP
 DH8383  MODELED GRAVITY -    980,352.6   (mgal)                       NAVD 88
 DH8383
 DH8383  VERT ORDER      -  SECOND    CLASS I
 DH8383
 DH8383.The horizontal coordinates were established by autonomous hand held GPS
 DH8383.observations and have an estimated accuracy of +/- 10 meters.
 DH8383
 DH8383.The orthometric height was determined by differential leveling and
 DH8383.adjusted by the WI DEPT OF TRANSP
 DH8383.in May 2012.
 DH8383
 DH8383.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8383.GEOID18 height accuracy estimate available here.
 DH8383
 DH8383.Click photographs - Photos may exist for this station.
 DH8383
 DH8383.The dynamic height is computed by dividing the NAVD 88
 DH8383.geopotential number by the normal gravity value computed on the
 DH8383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8383.degrees latitude (g = 980.6199 gals.).
 DH8383
 DH8383.The modeled gravity was interpolated from observed gravity values.
 DH8383
 DH8383;                    North         East    Units  Estimated Accuracy
 DH8383;SPC WI S     -   133,663.      636,514.      MT  (+/- 10 meters HH2 GPS)
 DH8383
 DH8383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9277686439(NAD 83)
 DH8383
 DH8383                          SUPERSEDED SURVEY CONTROL
 DH8383
 DH8383  NAVD 88 (04/20/07)  307.108  (m)         1007.57   (f) SUPERSEDED  2 1
 DH8383
 DH8383.Superseded values are not recommended for survey control.
 DH8383
 DH8383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8383.See file dsdata.pdf to determine how the superseded data were derived.
 DH8383
 DH8383_MARKER: DD = SURVEY DISK
 DH8383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8383_STAMPING: 2U46 2004
 DH8383_MARK LOGO: WIDT
 DH8383_PROJECTION: FLUSH
 DH8383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8383+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2007
 DH8383
 DH8383  HISTORY     - Date     Condition        Report By
 DH8383  HISTORY     - 2004     MONUMENTED       WIDT
 DH8383  HISTORY     - 20070402 GOOD             WIDT
 DH8383
 DH8383                          STATION DESCRIPTION
 DH8383
 DH8383'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8383'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH8383'HIGHWAY 12 WITH COUNTY HIGHWAY P ABOUT 10 MI (16.09 KM) SOUTHEAST OF
 DH8383'THE CITY OF SAUK CITY, GO NORTHEAST ON COUNTY HIGHWAY P FOR 1.0 MI
 DH8383'(1.61 KM) TO HYER ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A
 DH8383'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8383'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 3
 DH8383'M (9.8 FT) ABOVE THE HIGHWAY PAVEMENT.   THE STATION IS 19.1 M (62.7
 DH8383'FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY P, 22.5 M (73.8 FT) SOUTH
 DH8383'OF THE CENTERLINE OF HYER ROAD, 21.3 M (69.9 FT) SOUTHWEST OF A METAL
 DH8383'POST FOR A --NO THRU TRUCK TRAFFIC WIEGHT LIMIT 10 TONS-- SIGN, 6 M
 DH8383'(19.7 FT) WEST-NORTHWEST OF A CULTIVATED FIELD, 1.0 M (3.3 FT)
 DH8383'NORTHEAST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) NORTHWEST OF
 DH8383'A WHITE PLASTIC WITNESS POST AND 0.9 M (3.0 FT) SOUTH OF A WHITE
 DH8383'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8383'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8383
 DH8383                          STATION RECOVERY (2007)
 DH8383
 DH8383'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8383'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- TO
 DH8383'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE HIGHWAY
 DH8383'19 WITH COUNTY HIGHWAY P APPROXIMATELY 5 MILES WEST OF THE VILLAGE OF
 DH8383'WAUNAKEE, GO NORTHEAST ON COUNTY HIGHWAY P FOR 1.1 MILE TO LODI
 DH8383'SPRINGFIELD ROAD, CONTINUE NORTHEAST ON COUNTY HIGHWAY P FOR 0.07 MILE
 DH8383'TO HYER ROAD AND THE STATION IN THE SOUTHEAST QUADRANT ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8384 ***********************************************************************
 DH8384  DESIGNATION -  2U47
 DH8384  PID         -  DH8384
 DH8384  STATE/COUNTY-  WI/DANE
 DH8384  COUNTRY     -  US
 DH8384  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 DH8384
 DH8384                         *CURRENT SURVEY CONTROL
 DH8384  ______________________________________________________________________
 DH8384* NAD 83(1986) POSITION- 43 13 18.61   (N) 089 34 28.75   (W)   HD_HELD1
 DH8384* NAVD 88 ORTHO HEIGHT -   337.285 (meters)     1106.58  (feet) ADJUSTED
 DH8384  ______________________________________________________________________
 DH8384  GEOID HEIGHT    -        -34.540 (meters)                     GEOID18
 DH8384  DYNAMIC HEIGHT  -        337.199 (meters)     1106.29  (feet) COMP
 DH8384  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 DH8384
 DH8384  VERT ORDER      -  SECOND    CLASS I
 DH8384
 DH8384.The horizontal coordinates were determined by differentially corrected
 DH8384.hand held GPS observations or other comparable positioning techniques
 DH8384.and have an estimated accuracy of +/- 3 meters.
 DH8384
 DH8384.The orthometric height was determined by differential leveling and
 DH8384.adjusted by the WI DEPT OF TRANSP
 DH8384.in May 2012.
 DH8384
 DH8384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8384.GEOID18 height accuracy estimate available here.
 DH8384
 DH8384.Click photographs - Photos may exist for this station.
 DH8384
 DH8384.The dynamic height is computed by dividing the NAVD 88
 DH8384.geopotential number by the normal gravity value computed on the
 DH8384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8384.degrees latitude (g = 980.6199 gals.).
 DH8384
 DH8384.The modeled gravity was interpolated from observed gravity values.
 DH8384
 DH8384;                    North         East    Units  Estimated Accuracy
 DH8384;SPC WI S     -   135,822.2     634,555.9     MT  (+/- 3 meters HH1 GPS) 
 DH8384
 DH8384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9089688668(NAD 83)
 DH8384
 DH8384                          SUPERSEDED SURVEY CONTROL
 DH8384
 DH8384  NAVD 88 (04/20/07)  337.268  (m)         1106.52   (f) SUPERSEDED  2 1
 DH8384
 DH8384.Superseded values are not recommended for survey control.
 DH8384
 DH8384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8384.See file dsdata.pdf to determine how the superseded data were derived.
 DH8384
 DH8384_MARKER: DD = SURVEY DISK
 DH8384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8384_STAMPING: 2U47 2004
 DH8384_MARK LOGO: WIDT
 DH8384_PROJECTION: FLUSH
 DH8384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8384+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2007
 DH8384
 DH8384  HISTORY     - Date     Condition        Report By
 DH8384  HISTORY     - 2004     MONUMENTED       WIDT
 DH8384  HISTORY     - 20070403 GOOD             WIDT
 DH8384
 DH8384                          STATION DESCRIPTION
 DH8384
 DH8384'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8384'OWNERSHIP--TOWNSHIP OF DANE.  TO REACH THE STATION FROM THE JUNCTION
 DH8384'OF US HIGHWAY 12 WITH COUNTY HIGHWAY P ABOUT 10 MI (16.09 KM)
 DH8384'SOUTHEAST OF THE CITY OF SAUK CITY, GO NORTHEAST ON COUNTY HIGHWAY P
 DH8384'FOR 1.0 MI (1.61 KM) TO LODI SPRINGFIELD ROAD, TURN LEFT AND GO NORTH
 DH8384'ON LODI SPRINGFIELD ROAD FOR 1.15 MI (1.85 KM) TO BRERETON ROAD ON THE
 DH8384'LEFT, TURN LEFT AND GO NORTHWEST ON BRERETON ROAD FOR 0.75 MI (1.21
 DH8384'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8384'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8384'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW
 DH8384'THE ROAD PAVEMENT.  THE STATION IS 4.4 M (14.4 FT) SOUTH OF THE
 DH8384'CENTERLINE OF BRERETON ROAD, 52 M (170.6 FT) WEST-SOUTHWEST OF POWER
 DH8384'POLE --14N-21/90--, 29.3 M (96.1 FT) SOUTHEAST OF POWER POLE
 DH8384'--14N-19-90--, 3 M (9.8 FT) NORTH OF A CULTIVATED FIELD, 1.0 M (3.3
 DH8384'FT) EAST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) WEST OF A
 DH8384'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8384'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8384
 DH8384                          STATION RECOVERY (2007)
 DH8384
 DH8384'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8384'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8.2 M EAST OF THE
 DH8384'TOP CENTER OF A PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8385 ***********************************************************************
 DH8385  DESIGNATION -  2U48
 DH8385  PID         -  DH8385
 DH8385  STATE/COUNTY-  WI/DANE
 DH8385  COUNTRY     -  US
 DH8385  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 DH8385
 DH8385                         *CURRENT SURVEY CONTROL
 DH8385  ______________________________________________________________________
 DH8385* NAD 83(1986) POSITION- 43 14 31.54   (N) 089 36 11.01   (W)   HD_HELD1
 DH8385* NAVD 88 ORTHO HEIGHT -   345.337 (meters)     1132.99  (feet) ADJUSTED
 DH8385  ______________________________________________________________________
 DH8385  GEOID HEIGHT    -        -34.579 (meters)                     GEOID18
 DH8385  DYNAMIC HEIGHT  -        345.251 (meters)     1132.71  (feet) COMP
 DH8385  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 DH8385
 DH8385  VERT ORDER      -  SECOND    CLASS I
 DH8385
 DH8385.The horizontal coordinates were determined by differentially corrected
 DH8385.hand held GPS observations or other comparable positioning techniques
 DH8385.and have an estimated accuracy of +/- 3 meters.
 DH8385
 DH8385.The orthometric height was determined by differential leveling and
 DH8385.adjusted by the WI DEPT OF TRANSP
 DH8385.in May 2012.
 DH8385
 DH8385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8385.GEOID18 height accuracy estimate available here.
 DH8385
 DH8385.Click photographs - Photos may exist for this station.
 DH8385
 DH8385.The dynamic height is computed by dividing the NAVD 88
 DH8385.geopotential number by the normal gravity value computed on the
 DH8385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8385.degrees latitude (g = 980.6199 gals.).
 DH8385
 DH8385.The modeled gravity was interpolated from observed gravity values.
 DH8385
 DH8385;                    North         East    Units  Estimated Accuracy
 DH8385;SPC WI S     -   138,061.3     632,237.5     MT  (+/- 3 meters HH1 GPS) 
 DH8385
 DH8385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8865990989(NAD 83)
 DH8385
 DH8385                          SUPERSEDED SURVEY CONTROL
 DH8385
 DH8385  NAVD 88 (04/20/07)  345.320  (m)         1132.94   (f) SUPERSEDED  2 1
 DH8385
 DH8385.Superseded values are not recommended for survey control.
 DH8385
 DH8385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8385.See file dsdata.pdf to determine how the superseded data were derived.
 DH8385
 DH8385_MARKER: DD = SURVEY DISK
 DH8385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8385_STAMPING: 2U48 2004
 DH8385_MARK LOGO: WIDT
 DH8385_PROJECTION: FLUSH
 DH8385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8385+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 DH8385
 DH8385  HISTORY     - Date     Condition        Report By
 DH8385  HISTORY     - 2004     MONUMENTED       WIDT
 DH8385  HISTORY     - 20070426 GOOD             INDIV
 DH8385
 DH8385                          STATION DESCRIPTION
 DH8385
 DH8385'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8385'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH8385'HIGHWAY 12 WITH COUNTY HIGHWAY P ABOUT 10 MI (16.09 KM) SOUTHEAST OF
 DH8385'THE CITY OF SAUK CITY, GO NORTHEAST ON COUNTY HIGHWAY P FOR 1.0 MI
 DH8385'(1.61 KM) TO LODI SPRINGFIELD ROAD, TURN LEFT AND GO NORTH ON LODI
 DH8385'SPRINGFIELD ROAD FOR 1.15 MI (1.85 KM) TO BRERETON ROAD ON THE LEFT,
 DH8385'TURN LEFT AND GO NORTHWEST ON BRERETON ROAD FOR 3.0 MI (4.83 KM) TO
 DH8385'COUNTY HIGHWAY V, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY V FOR 0.05
 DH8385'MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8385'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8385'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 2 M (6.6
 DH8385'FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 17.4 M (57.1 FT) SOUTH
 DH8385'OF THE CENTERLINE OF COUNTY HIGHWAY V, 57 M (187.0 FT) EAST OF POWER
 DH8385'POLE --12N-47A/20--, 39.6 M (129.9 FT) SOUTHWEST OF POWER POLE
 DH8385'--12N-48/29--, 3 M (9.8 FT) NORTH OF A CULTIVATED FIELD, 1.9 M (6.2
 DH8385'FT) WEST-NORTHWEST OF A METAL --R/W--SIGN, 1.0 M (3.3 FT) NORTH OF A
 DH8385'WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE
 DH8385'PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC
 DH8385'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8385'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8385
 DH8385                          STATION RECOVERY (2007)
 DH8385
 DH8385'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CMS)
 DH8385'RECOVERED BY ROYAL OAK ENGINEERING, INC.
 DH8385'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8386 ***********************************************************************
 DH8386  DESIGNATION -  2U49
 DH8386  PID         -  DH8386
 DH8386  STATE/COUNTY-  WI/DANE
 DH8386  COUNTRY     -  US
 DH8386  USGS QUAD   -  SAUK CITY (2018)
 DH8386
 DH8386                         *CURRENT SURVEY CONTROL
 DH8386  ______________________________________________________________________
 DH8386* NAD 83(1986) POSITION- 43 15 54.1    (N) 089 37 55.9    (W)   HD_HELD2
 DH8386* NAVD 88 ORTHO HEIGHT -   271.480 (meters)      890.68  (feet) ADJUSTED
 DH8386  ______________________________________________________________________
 DH8386  GEOID HEIGHT    -        -34.638 (meters)                     GEOID18
 DH8386  DYNAMIC HEIGHT  -        271.412 (meters)      890.46  (feet) COMP
 DH8386  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 DH8386
 DH8386  VERT ORDER      -  SECOND    CLASS I
 DH8386
 DH8386.The horizontal coordinates were established by autonomous hand held GPS
 DH8386.observations and have an estimated accuracy of +/- 10 meters.
 DH8386
 DH8386.The orthometric height was determined by differential leveling and
 DH8386.adjusted by the WI DEPT OF TRANSP
 DH8386.in May 2012.
 DH8386
 DH8386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8386.GEOID18 height accuracy estimate available here.
 DH8386
 DH8386.Click photographs - Photos may exist for this station.
 DH8386
 DH8386.The dynamic height is computed by dividing the NAVD 88
 DH8386.geopotential number by the normal gravity value computed on the
 DH8386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8386.degrees latitude (g = 980.6199 gals.).
 DH8386
 DH8386.The modeled gravity was interpolated from observed gravity values.
 DH8386
 DH8386;                    North         East    Units  Estimated Accuracy
 DH8386;SPC WI S     -   140,598.      629,860.      MT  (+/- 10 meters HH2 GPS)
 DH8386
 DH8386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8637393610(NAD 83)
 DH8386
 DH8386                          SUPERSEDED SURVEY CONTROL
 DH8386
 DH8386  NAVD 88 (04/20/07)  271.463  (m)          890.62   (f) SUPERSEDED  2 1
 DH8386
 DH8386.Superseded values are not recommended for survey control.
 DH8386
 DH8386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8386.See file dsdata.pdf to determine how the superseded data were derived.
 DH8386
 DH8386_MARKER: DD = SURVEY DISK
 DH8386_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8386_SP_SET: BRIDGE PARAPET
 DH8386_STAMPING: 2U49 2004
 DH8386_MARK LOGO: WIDT
 DH8386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8386+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2007
 DH8386
 DH8386  HISTORY     - Date     Condition        Report By
 DH8386  HISTORY     - 2004     MONUMENTED       WIDT
 DH8386  HISTORY     - 20070410 GOOD             WIDT
 DH8386
 DH8386                          STATION DESCRIPTION
 DH8386
 DH8386'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8386'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8386'STATE HIGHWAY 60 WITH COUNTY HIGHWAY Y ABOUT 1 MI (1.61 KM) SOUTHWEST
 DH8386'OF THE CITY OF LODI, GO SOUTHWEST ON COUNTY HIGHWAY Y FOR 5.7 MI (9.17
 DH8386'KM) TO LOPER ROAD ON THE LEFT, CONTINUE WEST ON COUNTY HIGHWAY Y FOR
 DH8386'0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8386'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8386'STATION DISK SET IN THE EAST END OF THE NORTH PARAPET ABOUT LEVEL WITH
 DH8386'THE HIGHWAY PAVEMENT.  THE STATION IS 5.0 M (16.4 FT) NORTH OF THE
 DH8386'CENTERLINE OF COUNTY HIGHWAY Y, AND 21 M (68.9 FT) EAST OF THE WESTERN
 DH8386'END OF THE GUARDRAIL.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8386'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8386
 DH8386                          STATION RECOVERY (2007)
 DH8386
 DH8386'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8386'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M SOUTHWEST OF
 DH8386'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8387 ***********************************************************************
 DH8387  DESIGNATION -  2U50
 DH8387  PID         -  DH8387
 DH8387  STATE/COUNTY-  WI/DANE
 DH8387  COUNTRY     -  US
 DH8387  USGS QUAD   -  SAUK CITY (2018)
 DH8387
 DH8387                         *CURRENT SURVEY CONTROL
 DH8387  ______________________________________________________________________
 DH8387* NAD 83(1986) POSITION- 43 15 50.5    (N) 089 39 36.4    (W)   HD_HELD2
 DH8387* NAVD 88 ORTHO HEIGHT -   287.103 (meters)      941.94  (feet) ADJUSTED
 DH8387  ______________________________________________________________________
 DH8387  GEOID HEIGHT    -        -34.633 (meters)                     GEOID18
 DH8387  DYNAMIC HEIGHT  -        287.032 (meters)      941.70  (feet) COMP
 DH8387  MODELED GRAVITY -    980,363.9   (mgal)                       NAVD 88
 DH8387
 DH8387  VERT ORDER      -  SECOND    CLASS I
 DH8387
 DH8387.The horizontal coordinates were established by autonomous hand held GPS
 DH8387.observations and have an estimated accuracy of +/- 10 meters.
 DH8387
 DH8387.The orthometric height was determined by differential leveling and
 DH8387.adjusted by the WI DEPT OF TRANSP
 DH8387.in May 2012.
 DH8387
 DH8387.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8387.GEOID18 height accuracy estimate available here.
 DH8387
 DH8387.Click photographs - Photos may exist for this station.
 DH8387
 DH8387.The dynamic height is computed by dividing the NAVD 88
 DH8387.geopotential number by the normal gravity value computed on the
 DH8387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8387.degrees latitude (g = 980.6199 gals.).
 DH8387
 DH8387.The modeled gravity was interpolated from observed gravity values.
 DH8387
 DH8387;                    North         East    Units  Estimated Accuracy
 DH8387;SPC WI S     -   140,477.      627,594.      MT  (+/- 10 meters HH2 GPS)
 DH8387
 DH8387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8410493571(NAD 83)
 DH8387
 DH8387                          SUPERSEDED SURVEY CONTROL
 DH8387
 DH8387  NAVD 88 (04/20/07)  287.086  (m)          941.88   (f) SUPERSEDED  2 1
 DH8387
 DH8387.Superseded values are not recommended for survey control.
 DH8387
 DH8387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8387.See file dsdata.pdf to determine how the superseded data were derived.
 DH8387
 DH8387_MARKER: DD = SURVEY DISK
 DH8387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8387_STAMPING: 2U50 2004
 DH8387_MARK LOGO: WIDT
 DH8387_PROJECTION: FLUSH
 DH8387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8387+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2007
 DH8387
 DH8387  HISTORY     - Date     Condition        Report By
 DH8387  HISTORY     - 2004     MONUMENTED       WIDT
 DH8387  HISTORY     - 20070410 GOOD             WIDT
 DH8387
 DH8387                          STATION DESCRIPTION
 DH8387
 DH8387'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8387'OWNERSHIP--TOWN OF ROXBURY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8387'US HIGHWAY 12 WITH STATE HIGHWAY 188 ABOUT 1.0 MI (1.61 KM) SOUTH OF
 DH8387'THE CITY OF SAUK CITY, GO NORTHEAST ON STATE HIGHWAY 188 FOR 0.2 MI
 DH8387'(0.32 KM) TO MAC ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON MAC ROAD
 DH8387'FOR 2.45 MI (3.94 KM) TO FISH LAKE ROAD ON THE LEFT AND THE STATION ON
 DH8387'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8387'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8387'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH8387'THE STATION IS 15.8 M (51.8 FT) NORTH OF THE CENTERLINE OF MAC ROAD,
 DH8387'32.0 M (105.0 FT) NORTHWEST OF A --SPEED LIMIT 45 MPH-- SIGN, 18.5 M
 DH8387'(60.7 FT) EAST OF THE CENTERLINE OF FISH LAKE ROAD, 1.8 M (5.9 FT)
 DH8387'SOUTH OF A FENCE, 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DH8387'POST, 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST AND 0.9
 DH8387'M (3.0 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8387'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8387'ABOVE THE HORIZON.
 DH8387
 DH8387                          STATION RECOVERY (2007)
 DH8387
 DH8387'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8387'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS NORTH OF THE
 DH8387'CENTERLINE OF MACK ROAD (NOT MAC ROAD).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8388 ***********************************************************************
 DH8388  DESIGNATION -  2U51
 DH8388  PID         -  DH8388
 DH8388  STATE/COUNTY-  WI/DANE
 DH8388  COUNTRY     -  US
 DH8388  USGS QUAD   -  SAUK CITY (2018)
 DH8388
 DH8388                         *CURRENT SURVEY CONTROL
 DH8388  ______________________________________________________________________
 DH8388* NAD 83(1986) POSITION- 43 15 50.4    (N) 089 41 34.3    (W)   HD_HELD2
 DH8388* NAVD 88 ORTHO HEIGHT -   281.642 (meters)      924.02  (feet) ADJUSTED
 DH8388  ______________________________________________________________________
 DH8388  GEOID HEIGHT    -        -34.633 (meters)                     GEOID18
 DH8388  DYNAMIC HEIGHT  -        281.572 (meters)      923.79  (feet) COMP
 DH8388  MODELED GRAVITY -    980,363.0   (mgal)                       NAVD 88
 DH8388
 DH8388  VERT ORDER      -  SECOND    CLASS I
 DH8388
 DH8388.The horizontal coordinates were established by autonomous hand held GPS
 DH8388.observations and have an estimated accuracy of +/- 10 meters.
 DH8388
 DH8388.The orthometric height was determined by differential leveling and
 DH8388.adjusted by the WI DEPT OF TRANSP
 DH8388.in May 2012.
 DH8388
 DH8388.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8388.GEOID18 height accuracy estimate available here.
 DH8388
 DH8388.Click photographs - Photos may exist for this station.
 DH8388
 DH8388.The dynamic height is computed by dividing the NAVD 88
 DH8388.geopotential number by the normal gravity value computed on the
 DH8388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8388.degrees latitude (g = 980.6199 gals.).
 DH8388
 DH8388.The modeled gravity was interpolated from observed gravity values.
 DH8388
 DH8388;                    North         East    Units  Estimated Accuracy
 DH8388;SPC WI S     -   140,464.      624,935.      MT  (+/- 10 meters HH2 GPS)
 DH8388
 DH8388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8144693653(NAD 83)
 DH8388
 DH8388                          SUPERSEDED SURVEY CONTROL
 DH8388
 DH8388  NAVD 88 (04/20/07)  281.625  (m)          923.96   (f) SUPERSEDED  2 1
 DH8388
 DH8388.Superseded values are not recommended for survey control.
 DH8388
 DH8388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8388.See file dsdata.pdf to determine how the superseded data were derived.
 DH8388
 DH8388_MARKER: DD = SURVEY DISK
 DH8388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8388_STAMPING: 2U51 2004
 DH8388_MARK LOGO: WIDT
 DH8388_PROJECTION: FLUSH
 DH8388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8388+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2007
 DH8388
 DH8388  HISTORY     - Date     Condition        Report By
 DH8388  HISTORY     - 2004     MONUMENTED       WIDT
 DH8388  HISTORY     - 20070410 GOOD             WIDT
 DH8388
 DH8388                          STATION DESCRIPTION
 DH8388
 DH8388'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8388'OWNERSHIP--TOWN OF ROXBURY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8388'US HIGHWAY 12 WITH STATE HIGHWAY 188 ABOUT 1.0 MI (1.61 KM) SOUTH OF
 DH8388'THE CITY OF SAUK CITY, GO NORTHEAST ON STATE HIGHWAY 188 FOR 0.2 MI
 DH8388'(0.32 KM) TO MAC ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON MAC ROAD
 DH8388'FOR 0.8 MI (1.29 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8388'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8388'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH8388'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.4 M (21.0 FT) SOUTH OF
 DH8388'THE CENTERLINE OF MAC ROAD, 22.6 M (74.1 FT) SOUTHWEST OF TELEPHONE
 DH8388'PEDESTAL --2354--, 6 M (19.7 FT) WEST OF THE EXTENDED CENTERLINE OF
 DH8388'PRIVATE ENTRANCE --9144--, 1 M (3.3 FT) NORTH OF A CULTIVATED FIELD,
 DH8388'1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT)
 DH8388'SOUTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTHWEST
 DH8388'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8388'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8388'HORIZON.
 DH8388
 DH8388                          STATION RECOVERY (2007)
 DH8388
 DH8388'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8388'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS SOUTH OF THE
 DH8388'CENTERLINE OF MACK ROAD (NOT MAC ROAD).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8390 ***********************************************************************
 DH8390  DESIGNATION -  2U53
 DH8390  PID         -  DH8390
 DH8390  STATE/COUNTY-  WI/SAUK
 DH8390  COUNTRY     -  US
 DH8390  USGS QUAD   -  NORTH FREEDOM (2018)
 DH8390
 DH8390                         *CURRENT SURVEY CONTROL
 DH8390  ______________________________________________________________________
 DH8390* NAD 83(1986) POSITION- 43 22 46.30   (N) 089 46 06.23   (W)   HD_HELD1
 DH8390* NAVD 88 ORTHO HEIGHT -   265.833 (meters)      872.15  (feet) ADJUSTED
 DH8390  ______________________________________________________________________
 DH8390  GEOID HEIGHT    -        -34.954 (meters)                     GEOID18
 DH8390  DYNAMIC HEIGHT  -        265.761 (meters)      871.92  (feet) COMP
 DH8390  MODELED GRAVITY -    980,342.8   (mgal)                       NAVD 88
 DH8390
 DH8390  VERT ORDER      -  SECOND    CLASS I
 DH8390
 DH8390.The horizontal coordinates were determined by differentially corrected
 DH8390.hand held GPS observations or other comparable positioning techniques
 DH8390.and have an estimated accuracy of +/- 3 meters.
 DH8390
 DH8390.The orthometric height was determined by differential leveling and
 DH8390.adjusted by the WI DEPT OF TRANSP
 DH8390.in May 2012.
 DH8390
 DH8390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8390.GEOID18 height accuracy estimate available here.
 DH8390
 DH8390.Click photographs - Photos may exist for this station.
 DH8390
 DH8390.The dynamic height is computed by dividing the NAVD 88
 DH8390.geopotential number by the normal gravity value computed on the
 DH8390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8390.degrees latitude (g = 980.6199 gals.).
 DH8390
 DH8390.The modeled gravity was interpolated from observed gravity values.
 DH8390
 DH8390;                    North         East    Units  Estimated Accuracy
 DH8390;SPC WI S     -   153,278.3     618,767.2     MT  (+/- 3 meters HH1 GPS) 
 DH8390
 DH8390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7574106684(NAD 83)
 DH8390
 DH8390                          SUPERSEDED SURVEY CONTROL
 DH8390
 DH8390  NAVD 88 (04/20/07)  265.816  (m)          872.10   (f) SUPERSEDED  2 1
 DH8390
 DH8390.Superseded values are not recommended for survey control.
 DH8390
 DH8390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8390.See file dsdata.pdf to determine how the superseded data were derived.
 DH8390
 DH8390_MARKER: DD = SURVEY DISK
 DH8390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8390_SP_SET: BOX CULVERT WINGWALL
 DH8390_STAMPING: 2U53 2004
 DH8390_MARK LOGO: WIDT
 DH8390_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8390+STABILITY: SURFACE MOTION
 DH8390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8390+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2008
 DH8390
 DH8390  HISTORY     - Date     Condition        Report By
 DH8390  HISTORY     - 2004     MONUMENTED       WIDT
 DH8390  HISTORY     - 20081119 GOOD             WIDT
 DH8390
 DH8390                          STATION DESCRIPTION
 DH8390
 DH8390'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8390'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8390'STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY HIGHWAY C ABOUT
 DH8390'6 MI (9.66 KM) NORTHWEST OF THE VILLAGE OF SAUK CITY, GO NORTH ON US
 DH8390'HIGHWAY 12 FOR 1.4 MI (2.25 KM) TO KINGS CORNER ROAD, CONTINUE NORTH
 DH8390'ON US HIGHWAY 12 FOR 0.1 MI (0.16 KM) TO THE STATION ON THE LEFT.
 DH8390'--NOTE---THE STATION IS LOCATED IN THE MEDIUM.  THE STATION IS A
 DH8390'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8390'STATION DISK SET IN THE SOUTHEAST WINGWALL OF A BOX CULVERT ABOUT
 DH8390'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.3 M (24.0 FT) EAST
 DH8390'OF THE CENTERLINE OF THE TWO SOUTHBOUND LANES OF US HIGHWAY 12, 16.5 M
 DH8390'(54.1 FT) NORTH OF WOOD POST FOR A --LEFT TURN LANE-- SIGN, 13.8 M
 DH8390'(45.3 FT) WEST OF THE NORTHBOUND LANES OF US HIGHWAY 12, AND 0.7 M
 DH8390'(2.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8390'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8390'ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST, WEST AND SOUTHWEST
 DH8390'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8390
 DH8390                          STATION RECOVERY (2008)
 DH8390
 DH8390'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8390'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.05 MILE SOUTH OF
 DH8390'GROTH ROAD AND 16.5 M NORTH OF A WOOD POST OF A --WRONG WAY-- SIGN.
 DH8390'---NOTE---THE STATION IS SET IN A DRILL HOLE IN THE TOP OF THE
 DH8390'SOUTHEAST WING WALL OF A BOX CULVERT UNDER THE SOUTHBOUND LANES OF US
 DH8390'HIGHWAY 12.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8391 ***********************************************************************
 DH8391  DESIGNATION -  2U54
 DH8391  PID         -  DH8391
 DH8391  STATE/COUNTY-  WI/SAUK
 DH8391  COUNTRY     -  US
 DH8391  USGS QUAD   -  NORTH FREEDOM (2018)
 DH8391
 DH8391                         *CURRENT SURVEY CONTROL
 DH8391  ______________________________________________________________________
 DH8391* NAD 83(1986) POSITION- 43 24 13.76   (N) 089 46 18.83   (W)   HD_HELD1
 DH8391* NAVD 88 ORTHO HEIGHT -   375.633 (meters)     1232.39  (feet) ADJUSTED
 DH8391  ______________________________________________________________________
 DH8391  GEOID HEIGHT    -        -35.004 (meters)                     GEOID18
 DH8391  DYNAMIC HEIGHT  -        375.530 (meters)     1232.05  (feet) COMP
 DH8391  MODELED GRAVITY -    980,335.1   (mgal)                       NAVD 88
 DH8391
 DH8391  VERT ORDER      -  SECOND    CLASS I
 DH8391
 DH8391.The horizontal coordinates were determined by differentially corrected
 DH8391.hand held GPS observations or other comparable positioning techniques
 DH8391.and have an estimated accuracy of +/- 3 meters.
 DH8391
 DH8391.The orthometric height was determined by differential leveling and
 DH8391.adjusted by the WI DEPT OF TRANSP
 DH8391.in May 2012.
 DH8391
 DH8391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8391.GEOID18 height accuracy estimate available here.
 DH8391
 DH8391.Click photographs - Photos may exist for this station.
 DH8391
 DH8391.The dynamic height is computed by dividing the NAVD 88
 DH8391.geopotential number by the normal gravity value computed on the
 DH8391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8391.degrees latitude (g = 980.6199 gals.).
 DH8391
 DH8391.The modeled gravity was interpolated from observed gravity values.
 DH8391
 DH8391;                    North         East    Units  Estimated Accuracy
 DH8391;SPC WI S     -   155,976.4     618,476.2     MT  (+/- 3 meters HH1 GPS) 
 DH8391
 DH8391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7554709392(NAD 83)
 DH8391
 DH8391                          SUPERSEDED SURVEY CONTROL
 DH8391
 DH8391  NAVD 88 (04/20/07)  375.616  (m)         1232.33   (f) SUPERSEDED  2 1
 DH8391
 DH8391.Superseded values are not recommended for survey control.
 DH8391
 DH8391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8391.See file dsdata.pdf to determine how the superseded data were derived.
 DH8391
 DH8391_MARKER: DD = SURVEY DISK
 DH8391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8391_STAMPING: 2U54 2004
 DH8391_MARK LOGO: WIDT
 DH8391_PROJECTION: FLUSH
 DH8391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8391+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2008
 DH8391
 DH8391  HISTORY     - Date     Condition        Report By
 DH8391  HISTORY     - 2004     MONUMENTED       WIDT
 DH8391  HISTORY     - 20081119 GOOD             WIDT
 DH8391
 DH8391                          STATION DESCRIPTION
 DH8391
 DH8391'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8391'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8391'STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH STATE HIGHWAY 159
 DH8391'ABOUT 3 MI (4.83 KM) SOUTHWEST OF THE CITY OF BARABOO, GO SOUTHWEST
 DH8391'THEN SOUTH ON US HIGHWAY 12 FOR 1.4 MI (2.25 KM) TO SKI HI ROAD ON THE
 DH8391'LEFT, CONTINUE SOUTH ON US HIGHWAY FOR 1.1 MI (1.77 KM) TO THE STATION
 DH8391'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8391'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8391'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8391'THE STATION IS 18.7 M (61.4 FT) EAST OF THE CENTERLINE OF THE TWO
 DH8391'NORTHBOUND LANES OF US HIGHWAY 12, 43.0 M (141.1 FT) NORTH-NORTHEAST
 DH8391'OF THE TOP CENTER OF A 50-CM DIAMETER CORREGATED METAL CULVERT PIPE,
 DH8391'35.9 M (117.8 FT) SOUTH-SOUTHEAST OF THE TOP CENTER OF A 60-CM
 DH8391'DIAMETER CORREGATED METAL CULVERT PIPE, 7.0 M (23.0 FT) WEST OF THE
 DH8391'EDGE OF PAVEMENT OF A PARKING AREA, 1.0 M (3.3 FT) NORTHEAST OF A
 DH8391'WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE
 DH8391'PLASTIC WITNESS POST AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 DH8391'WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8391'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8391
 DH8391                          STATION RECOVERY (2008)
 DH8391
 DH8391'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8393 ***********************************************************************
 DH8393  DESIGNATION -  2U55
 DH8393  PID         -  DH8393
 DH8393  STATE/COUNTY-  WI/SAUK
 DH8393  COUNTRY     -  US
 DH8393  USGS QUAD   -  NORTH FREEDOM (2018)
 DH8393
 DH8393                         *CURRENT SURVEY CONTROL
 DH8393  ______________________________________________________________________
 DH8393* NAD 83(1986) POSITION- 43 26 24.41   (N) 089 46 07.54   (W)   HD_HELD1
 DH8393* NAVD 88 ORTHO HEIGHT -   298.516 (meters)      979.38  (feet) ADJUSTED
 DH8393  ______________________________________________________________________
 DH8393  GEOID HEIGHT    -        -35.132 (meters)                     GEOID18
 DH8393  DYNAMIC HEIGHT  -        298.433 (meters)      979.11  (feet) COMP
 DH8393  MODELED GRAVITY -    980,335.9   (mgal)                       NAVD 88
 DH8393
 DH8393  VERT ORDER      -  SECOND    CLASS I
 DH8393
 DH8393.The horizontal coordinates were determined by differentially corrected
 DH8393.hand held GPS observations or other comparable positioning techniques
 DH8393.and have an estimated accuracy of +/- 3 meters.
 DH8393
 DH8393.The orthometric height was determined by differential leveling and
 DH8393.adjusted by the WI DEPT OF TRANSP
 DH8393.in May 2012.
 DH8393
 DH8393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8393.GEOID18 height accuracy estimate available here.
 DH8393
 DH8393.Click photographs - Photos may exist for this station.
 DH8393
 DH8393.The dynamic height is computed by dividing the NAVD 88
 DH8393.geopotential number by the normal gravity value computed on the
 DH8393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8393.degrees latitude (g = 980.6199 gals.).
 DH8393
 DH8393.The modeled gravity was interpolated from observed gravity values.
 DH8393
 DH8393;                    North         East    Units  Estimated Accuracy
 DH8393;SPC WI S     -   160,008.9     618,719.0     MT  (+/- 3 meters HH1 GPS) 
 DH8393
 DH8393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7593513414(NAD 83)
 DH8393
 DH8393                          SUPERSEDED SURVEY CONTROL
 DH8393
 DH8393  NAVD 88 (04/20/07)  298.499  (m)          979.33   (f) SUPERSEDED  2 1
 DH8393
 DH8393.Superseded values are not recommended for survey control.
 DH8393
 DH8393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8393.See file dsdata.pdf to determine how the superseded data were derived.
 DH8393
 DH8393_MARKER: DD = SURVEY DISK
 DH8393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8393_SP_SET: BRIDGE WINGWALL
 DH8393_STAMPING: 2U55 2004
 DH8393_MARK LOGO: WIDT
 DH8393_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8393+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 DH8393
 DH8393  HISTORY     - Date     Condition        Report By
 DH8393  HISTORY     - 2004     MONUMENTED       WIDT
 DH8393  HISTORY     - 20081118 GOOD             WIDT
 DH8393
 DH8393                          STATION DESCRIPTION
 DH8393
 DH8393'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8393'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8393'STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH STATE HIGHWAY 159
 DH8393'ABOUT 3 MI (4.83 KM) SOUTHWEST OF THE CITY OF BARABOO, GO NORTH ON US
 DH8393'HIGHWAY 12 FOR 0.1 MI (0.16 KM) TO THE STATION ON THE LEFT.  THE
 DH8393'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8393'SURVEY CONTROL STATION DISK SET IN THE TOP THE NORTHWEST WINGWALL OF
 DH8393'MEDIUM BRIDGE --B-56-158-01-- ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8393'THE STATION IS 7.6 M (24.9 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DH8393'12, 43 M (141.1 FT) NORTH OF A WOOD POST FOR A --DEVILS LEFT AND SAUK
 DH8393'CITY RIGHT-- SIGN, AND 33.3 M (109.3 FT) SOUTH OF THE NORTH END OF THE
 DH8393'NORTHWEST GUARD RAIL.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8393'OBSERVATIONS DUE TO A TREE TO THE WEST EXTENDING TO 50 DEGREES ABOVE
 DH8393'THE HORIZON.
 DH8393
 DH8393                          STATION RECOVERY (2008)
 DH8393
 DH8393'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8393'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.1 M SOUTHEAST OF
 DH8393'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8394 ***********************************************************************
 DH8394  DESIGNATION -  2U56
 DH8394  PID         -  DH8394
 DH8394  STATE/COUNTY-  WI/SAUK
 DH8394  COUNTRY     -  US
 DH8394  USGS QUAD   -  BARABOO (2018)
 DH8394
 DH8394                         *CURRENT SURVEY CONTROL
 DH8394  ______________________________________________________________________
 DH8394* NAD 83(1986) POSITION- 43 26 17.79   (N) 089 44 40.76   (W)   HD_HELD1
 DH8394* NAVD 88 ORTHO HEIGHT -   285.700 (meters)      937.33  (feet) ADJUSTED
 DH8394  ______________________________________________________________________
 DH8394  GEOID HEIGHT    -        -35.141 (meters)                     GEOID18
 DH8394  DYNAMIC HEIGHT  -        285.621 (meters)      937.07  (feet) COMP
 DH8394  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 DH8394
 DH8394  VERT ORDER      -  SECOND    CLASS I
 DH8394
 DH8394.The horizontal coordinates were determined by differentially corrected
 DH8394.hand held GPS observations or other comparable positioning techniques
 DH8394.and have an estimated accuracy of +/- 3 meters.
 DH8394
 DH8394.The orthometric height was determined by differential leveling and
 DH8394.adjusted by the WI DEPT OF TRANSP
 DH8394.in May 2012.
 DH8394
 DH8394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8394.GEOID18 height accuracy estimate available here.
 DH8394
 DH8394.Click photographs - Photos may exist for this station.
 DH8394
 DH8394.The dynamic height is computed by dividing the NAVD 88
 DH8394.geopotential number by the normal gravity value computed on the
 DH8394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8394.degrees latitude (g = 980.6199 gals.).
 DH8394
 DH8394.The modeled gravity was interpolated from observed gravity values.
 DH8394
 DH8394;                    North         East    Units  Estimated Accuracy
 DH8394;SPC WI S     -   159,810.3     620,671.0     MT  (+/- 3 meters HH1 GPS) 
 DH8394
 DH8394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7787913145(NAD 83)
 DH8394
 DH8394                          SUPERSEDED SURVEY CONTROL
 DH8394
 DH8394  NAVD 88 (04/20/07)  285.683  (m)          937.28   (f) SUPERSEDED  2 1
 DH8394
 DH8394.Superseded values are not recommended for survey control.
 DH8394
 DH8394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8394.See file dsdata.pdf to determine how the superseded data were derived.
 DH8394
 DH8394_MARKER: DD = SURVEY DISK
 DH8394_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8394_SP_SET: BOX CULVERT
 DH8394_STAMPING: 2U56 2004
 DH8394_MARK LOGO: WIDT
 DH8394_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8394+STABILITY: SURFACE MOTION
 DH8394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8394+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 DH8394
 DH8394  HISTORY     - Date     Condition        Report By
 DH8394  HISTORY     - 2004     MONUMENTED       WIDT
 DH8394  HISTORY     - 20081118 GOOD             WIDT
 DH8394
 DH8394                          STATION DESCRIPTION
 DH8394
 DH8394'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8394'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8394'STATION FROM THE JUNCTION OF STATE HIGHWAY 123 WITH STATE HIGHWAY 159
 DH8394'ABOUT 2 MI (3.22 KM) SOUTH OF THE CITY OF BARABOO, GO WEST ON STATE
 DH8394'HIGHWAY 159 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE
 DH8394'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8394'CONTROL STATION DISK SET IN THE NORTHEAST END OF A BOX CULVERT ABOUT
 DH8394'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.0 M (19.7 FT) NORTH
 DH8394'OF STATE HIGHWAY 159, 16.7 M (54.8 FT) EAST OF A WOOD POST FOR A --WIS
 DH8394'SH159 SPEED LIMIT 50-- SIGN, 10.5 M (34.4 FT) WEST-SOUTHWEST OF POWER
 DH8394'POLE --11-6-11 36/0--, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 DH8394'WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8394'OBSERVATIONS DUE TO TREES TO THE NORTHEAST AND SOUTHWEST EXTENDING TO
 DH8394'50 DEGREES ABOVE THE HORIZON AND THE REFERENCED POWER POLE EXTENDING
 DH8394'TO 30 DEGREES ABOVE THE HORIZON.
 DH8394
 DH8394                          STATION RECOVERY (2008)
 DH8394
 DH8394'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8394'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.3 M SOUTHWEST OF
 DH8394'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8508 ***********************************************************************
 DH8508  DESIGNATION -  2U70
 DH8508  PID         -  DH8508
 DH8508  STATE/COUNTY-  WI/DANE
 DH8508  COUNTRY     -  US
 DH8508  USGS QUAD   -  DE FOREST (2018)
 DH8508
 DH8508                         *CURRENT SURVEY CONTROL
 DH8508  ______________________________________________________________________
 DH8508* NAD 83(1986) POSITION- 43 12 59.1    (N) 089 20 58.9    (W)   HD_HELD2
 DH8508* NAVD 88 ORTHO HEIGHT -   267.836 (meters)      878.73  (feet) ADJUSTED
 DH8508  ______________________________________________________________________
 DH8508  GEOID HEIGHT    -        -34.714 (meters)                     GEOID18
 DH8508  DYNAMIC HEIGHT  -        267.764 (meters)      878.49  (feet) COMP
 DH8508  MODELED GRAVITY -    980,345.1   (mgal)                       NAVD 88
 DH8508
 DH8508  VERT ORDER      -  SECOND    CLASS I
 DH8508
 DH8508.The horizontal coordinates were established by autonomous hand held GPS
 DH8508.observations and have an estimated accuracy of +/- 10 meters.
 DH8508
 DH8508.The orthometric height was determined by differential leveling and
 DH8508.adjusted by the WI DEPT OF TRANSP
 DH8508.in May 2012.
 DH8508
 DH8508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8508.GEOID18 height accuracy estimate available here.
 DH8508
 DH8508.Click photographs - Photos may exist for this station.
 DH8508
 DH8508.The dynamic height is computed by dividing the NAVD 88
 DH8508.geopotential number by the normal gravity value computed on the
 DH8508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8508.degrees latitude (g = 980.6199 gals.).
 DH8508
 DH8508.The modeled gravity was interpolated from observed gravity values.
 DH8508
 DH8508;                    North         East    Units  Estimated Accuracy
 DH8508;SPC WI S     -   135,338.      652,836.      MT  (+/- 10 meters HH2 GPS)
 DH8508
 DH8508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0915087528(NAD 83)
 DH8508
 DH8508                          SUPERSEDED SURVEY CONTROL
 DH8508
 DH8508  NAVD 88 (04/20/07)  267.816  (m)          878.66   (f) SUPERSEDED  2 1
 DH8508
 DH8508.Superseded values are not recommended for survey control.
 DH8508
 DH8508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8508.See file dsdata.pdf to determine how the superseded data were derived.
 DH8508
 DH8508_MARKER: DD = SURVEY DISK
 DH8508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8508_SP_SET: BRIDGE WINGWALL
 DH8508_STAMPING: 2U70 2004
 DH8508_MARK LOGO: WIDT
 DH8508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8508+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2007
 DH8508
 DH8508  HISTORY     - Date     Condition        Report By
 DH8508  HISTORY     - 2004     MONUMENTED       WIDT
 DH8508  HISTORY     - 20070410 GOOD             WIDT
 DH8508
 DH8508                          STATION DESCRIPTION
 DH8508
 DH8508'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8508'OWNERSHIP--TOWNSHIP OF WINDSOR.  TO REACH THE STATION FROM THE
 DH8508'JUNCTION OF US HIGHWAY 51 WITH STATE HIGHWAY 19 ABOUT 4 MI (6.44 KM)
 DH8508'SOUTH OF THE VILLAGE OF DEFOREST, GP NORTH ON US HIGHWAY 51 FOR 1.5 MI
 DH8508'(2.41 KM) TO WINDSOR ROAD, TURN LEFT AND GO WEST ON WINDSOR ROAD FOR
 DH8508'2.9 MI (4.67 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8508'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8508'DISK SET IN THE NORTHWEST WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE
 DH8508'ROAD PAVEMENT.  THE STATION IS 4.6 M (15.1 FT) NORTH OF THE CENTERLINE
 DH8508'OF WINDSOR ROAD AND 14.2 M (46.6 FT) EAST-SOUTHEAST OF A POWERPOLE
 DH8508'--9-10-30 31/26--.  ---NOTE---THIS STATION IS NOTSUITABLE FOR GPS
 DH8508'OBSERVATIONS DUE TO TREES IN THE SOUTH EXTENDING ABOVE 40 DEGREES
 DH8508'ABOVE THE HORIZON AND A POWERPOLE IN THE NORTHWEST EXTENDING ABOVE 30
 DH8508'DEGREES ABOVE THE HORIZON.
 DH8508
 DH8508                          STATION RECOVERY (2007)
 DH8508
 DH8508'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8508'RECOVERED IN GOOD CONDITION. TO REACH THE STATION FROM THE JUNCTION OF
 DH8508'US HIGHWAY 51 WITH STATE HIGHWAY 19 APPROXIMATELY 4 MILES SOUTH OF THE
 DH8508'VILLAGE OF DEFOREST, GO NORTH ON US HIGHWAY 51 FOR 1.5 MILES TO
 DH8508'WINDSOR ROAD, TURN LEFT AND GO WEST ON WINDSOR ROAD FOR 1.0 MILE TO
 DH8508'COUNTY HIGHWAY CV (LAKE ROAD), CONTINUE WEST ON WINDSOR ROAD FOR 0.31
 DH8508'MILE TO BRIDGE -B-13-234-64-- OVER THE YAHARA RIVER AND THE STATION ON
 DH8508'THE RIGHT.
 DH8508'ADD-- THE STATION IS 1.0 M EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS
 DH8508'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8524 ***********************************************************************
 DH8524  DESIGNATION -  2U71
 DH8524  PID         -  DH8524
 DH8524  STATE/COUNTY-  WI/DANE
 DH8524  COUNTRY     -  US
 DH8524  USGS QUAD   -  MORRISONVILLE (2018)
 DH8524
 DH8524                         *CURRENT SURVEY CONTROL
 DH8524  ______________________________________________________________________
 DH8524* NAD 83(1986) POSITION- 43 15 48.5    (N) 089 20 26.8    (W)   HD_HELD2
 DH8524* NAVD 88 ORTHO HEIGHT -   285.546 (meters)      936.83  (feet) ADJUSTED
 DH8524  ______________________________________________________________________
 DH8524  GEOID HEIGHT    -        -34.825 (meters)                     GEOID18
 DH8524  DYNAMIC HEIGHT  -        285.469 (meters)      936.58  (feet) COMP
 DH8524  MODELED GRAVITY -    980,344.1   (mgal)                       NAVD 88
 DH8524
 DH8524  VERT ORDER      -  SECOND    CLASS I
 DH8524
 DH8524.The horizontal coordinates were established by autonomous hand held GPS
 DH8524.observations and have an estimated accuracy of +/- 10 meters.
 DH8524
 DH8524.The orthometric height was determined by differential leveling and
 DH8524.adjusted by the WI DEPT OF TRANSP
 DH8524.in May 2012.
 DH8524
 DH8524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8524.GEOID18 height accuracy estimate available here.
 DH8524
 DH8524.Click photographs - Photos may exist for this station.
 DH8524
 DH8524.The dynamic height is computed by dividing the NAVD 88
 DH8524.geopotential number by the normal gravity value computed on the
 DH8524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8524.degrees latitude (g = 980.6199 gals.).
 DH8524
 DH8524.The modeled gravity was interpolated from observed gravity values.
 DH8524
 DH8524;                    North         East    Units  Estimated Accuracy
 DH8524;SPC WI S     -   140,571.      653,519.      MT  (+/- 10 meters HH2 GPS)
 DH8524
 DH8524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1002192734(NAD 83)
 DH8524
 DH8524                          SUPERSEDED SURVEY CONTROL
 DH8524
 DH8524  NAVD 88 (04/20/07)  285.526  (m)          936.76   (f) SUPERSEDED  2 1
 DH8524
 DH8524.Superseded values are not recommended for survey control.
 DH8524
 DH8524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8524.See file dsdata.pdf to determine how the superseded data were derived.
 DH8524
 DH8524_MARKER: DD = SURVEY DISK
 DH8524_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8524_SP_SET: BRIDGE ABUTMENT
 DH8524_STAMPING: 2U71 2004
 DH8524_MARK LOGO: WIDT
 DH8524_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8524+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2007
 DH8524
 DH8524  HISTORY     - Date     Condition        Report By
 DH8524  HISTORY     - 2004     MONUMENTED       WIDT
 DH8524  HISTORY     - 20070403 GOOD             WIDT
 DH8524
 DH8524                          STATION DESCRIPTION
 DH8524
 DH8524'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8524'OWNERSHIP--TOWN OF WINDSOR.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8524'US HIGHWAY 51 WITH COUNTY HIGHWAY V NORTH (GRINDE ROAD) ABOUT 1 MI
 DH8524'(1.61 KM) NORTH OF THE VILLAGE OF DE FOREST, GO WEST ON GRINDE ROAD
 DH8524'FOR 0.7 MI (1.13 KM) TO YAHARA ROAD, TURN RIGHT AND GO WEST ON YAHARA
 DH8524'ROAD FOR 0.4 MI (0.64 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 DH8524'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8524'CONTROL STATION DISK SET IN THE SOUTHEAST ABUTMENT OF THE NORTHEAST
 DH8524'END OF THE BRIDGE ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DH8524'5.0 M (16.4 FT) NORTHEAST OF THE CENTERLINE OF YAHARA ROAD AND 28.0 M
 DH8524'(91.9 FT) WEST OF THE TELEPHONE PEDESTAL.  ---NOTE---THIS STATION IS
 DH8524'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE TREES TO THE NORTH AND
 DH8524'WEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DH8524
 DH8524                          STATION RECOVERY (2007)
 DH8524
 DH8524'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8524'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 DH8524'OF US HIGHWAY 51 WITH COUNTY HIGHWAY V EAST (GRINDE ROAD)
 DH8524'APPROXIMATELY 1 MILE NORTH OF THE VILLAGE OF DEFOREST, GO WEST AND
 DH8524'SOUTHWEST ON GRINDE ROAD FOR 0.7 MILE TO YAHARA ROAD, TURN RIGHT AND
 DH8524'GO WEST ON YAHARA ROAD FOR 0.32 MILE TO A BRIDGE OVER THE YAHARA RIVER
 DH8524'AND THE STATION ON THE RIGHT.
 DH8524'NOTE-- THE STATION IS SET IN THE NORTH END OF THE EAST BRIDGE
 DH8524'ABUTMENT.  ADD-- THE STATION IS 1.0 M WEST OF A WHITE PLASTIC WITNESS
 DH8524'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8509 ***********************************************************************
 DH8509  DESIGNATION -  2U72
 DH8509  PID         -  DH8509
 DH8509  STATE/COUNTY-  WI/COLUMBIA
 DH8509  COUNTRY     -  US
 DH8509  USGS QUAD   -  ARLINGTON (2018)
 DH8509
 DH8509                         *CURRENT SURVEY CONTROL
 DH8509  ______________________________________________________________________
 DH8509* NAD 83(1986) POSITION- 43 17 38.9    (N) 089 22 56.0    (W)   HD_HELD2
 DH8509* NAVD 88 ORTHO HEIGHT -   305.645 (meters)     1002.77  (feet) ADJUSTED
 DH8509  ______________________________________________________________________
 DH8509  GEOID HEIGHT    -        -34.865 (meters)                     GEOID18
 DH8509  DYNAMIC HEIGHT  -        305.563 (meters)     1002.50  (feet) COMP
 DH8509  MODELED GRAVITY -    980,346.5   (mgal)                       NAVD 88
 DH8509
 DH8509  VERT ORDER      -  SECOND    CLASS I
 DH8509
 DH8509.The horizontal coordinates were established by autonomous hand held GPS
 DH8509.observations and have an estimated accuracy of +/- 10 meters.
 DH8509
 DH8509.The orthometric height was determined by differential leveling and
 DH8509.adjusted by the WI DEPT OF TRANSP
 DH8509.in May 2012.
 DH8509
 DH8509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8509.GEOID18 height accuracy estimate available here.
 DH8509
 DH8509.Click photographs - Photos may exist for this station.
 DH8509
 DH8509.The dynamic height is computed by dividing the NAVD 88
 DH8509.geopotential number by the normal gravity value computed on the
 DH8509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8509.degrees latitude (g = 980.6199 gals.).
 DH8509
 DH8509.The modeled gravity was interpolated from observed gravity values.
 DH8509
 DH8509;                    North         East    Units  Estimated Accuracy
 DH8509;SPC WI S     -   143,952.      650,129.      MT  (+/- 10 meters HH2 GPS)
 DH8509
 DH8509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0675496234(NAD 83)
 DH8509
 DH8509                          SUPERSEDED SURVEY CONTROL
 DH8509
 DH8509  NAVD 88 (04/20/07)  305.624  (m)         1002.70   (f) SUPERSEDED  2 1
 DH8509
 DH8509.Superseded values are not recommended for survey control.
 DH8509
 DH8509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8509.See file dsdata.pdf to determine how the superseded data were derived.
 DH8509
 DH8509_MARKER: DD = SURVEY DISK
 DH8509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8509_STAMPING: 2U72 2004
 DH8509_MARK LOGO: WIDT
 DH8509_PROJECTION: FLUSH
 DH8509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8509+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DH8509
 DH8509  HISTORY     - Date     Condition        Report By
 DH8509  HISTORY     - 2004     MONUMENTED       WIDT
 DH8509  HISTORY     - 20080418 GOOD             WIDT
 DH8509
 DH8509                          STATION DESCRIPTION
 DH8509
 DH8509'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8509'OWNERSHIP--TOWNSHIP OF ARLINGTON.  TO REACH THE STATION FROM THE
 DH8509'JUNCTION OF US HIGHWAY 51 WITH COUNTY HIGHWAY K ABOUT 4 MI (6.44 KM)
 DH8509'NORTH OF THE VILLAGE PF DEFOREST, TURN RIGHT AND GO WEST ON COUNTY
 DH8509'HIGHWAY K FOR 3.0 MI (4.83 KM) TO COUNTY HIGHWAU I, TURN LEFT AND GO
 DH8509'SOUTH ON COUNTY HIGHWAY I FOR 1.0 MI (1.61 KM) TO MEEK STREET, TURN
 DH8509'LEFT AND GO EAST ON MEEK STREET FOR 0.05 MI (0.08 KM) TO THE STATION
 DH8509'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8509'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8509'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH8509'THE STATION IS 8.3 M (27.2 FT) NORTH OF THE CENTERLINE OF MEEK STREET,
 DH8509'45.3 M (148.6 FT) WEST OF A TELEPHONE PEDESTAL --4C 36C 11--, 1 M (3.3
 DH8509'FT) SOUTH OF A CULTIVATED FIELD, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE
 DH8509'PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC
 DH8509'WITNESS POST AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DH8509'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8509'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8509
 DH8509                          STATION RECOVERY (2008)
 DH8509
 DH8509'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8509'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 44.5 M EAST OF A
 DH8509'WOOD --STOP-- SIGN POST, 43.5 M EAST (NOT WEST) OF TELEPHONE PEDESTAL
 DH8509'--4C 36C 11--, AND 31.0 M NORTHWEST OF POWER POLE --9-9-1 1/53--.
 DH8509'---NOTE--- MEEK STREET IN THE 2004 DESCRIPTION IS MEEK ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8510 ***********************************************************************
 DH8510  DESIGNATION -  2U73
 DH8510  PID         -  DH8510
 DH8510  STATE/COUNTY-  WI/COLUMBIA
 DH8510  COUNTRY     -  US
 DH8510  USGS QUAD   -  ARLINGTON (2018)
 DH8510
 DH8510                         *CURRENT SURVEY CONTROL
 DH8510  ______________________________________________________________________
 DH8510* NAD 83(1986) POSITION- 43 19 13.6    (N) 089 22 57.8    (W)   HD_HELD2
 DH8510* NAVD 88 ORTHO HEIGHT -   315.530 (meters)     1035.20  (feet) ADJUSTED
 DH8510  ______________________________________________________________________
 DH8510  GEOID HEIGHT    -        -34.919 (meters)                     GEOID18
 DH8510  DYNAMIC HEIGHT  -        315.447 (meters)     1034.93  (feet) COMP
 DH8510  MODELED GRAVITY -    980,350.6   (mgal)                       NAVD 88
 DH8510
 DH8510  VERT ORDER      -  SECOND    CLASS I
 DH8510
 DH8510.The horizontal coordinates were established by autonomous hand held GPS
 DH8510.observations and have an estimated accuracy of +/- 10 meters.
 DH8510
 DH8510.The orthometric height was determined by differential leveling and
 DH8510.adjusted by the WI DEPT OF TRANSP
 DH8510.in May 2012.
 DH8510
 DH8510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8510.GEOID18 height accuracy estimate available here.
 DH8510
 DH8510.Click photographs - Photos may exist for this station.
 DH8510
 DH8510.The dynamic height is computed by dividing the NAVD 88
 DH8510.geopotential number by the normal gravity value computed on the
 DH8510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8510.degrees latitude (g = 980.6199 gals.).
 DH8510
 DH8510.The modeled gravity was interpolated from observed gravity values.
 DH8510
 DH8510;                    North         East    Units  Estimated Accuracy
 DH8510;SPC WI S     -   146,874.      650,067.      MT  (+/- 10 meters HH2 GPS)
 DH8510
 DH8510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0679799157(NAD 83)
 DH8510
 DH8510                          SUPERSEDED SURVEY CONTROL
 DH8510
 DH8510  NAVD 88 (04/20/07)  315.509  (m)         1035.13   (f) SUPERSEDED  2 1
 DH8510
 DH8510.Superseded values are not recommended for survey control.
 DH8510
 DH8510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8510.See file dsdata.pdf to determine how the superseded data were derived.
 DH8510
 DH8510_MARKER: DD = SURVEY DISK
 DH8510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8510_STAMPING: 2U73 2004
 DH8510_MARK LOGO: WIDT
 DH8510_PROJECTION: FLUSH
 DH8510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8510+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DH8510
 DH8510  HISTORY     - Date     Condition        Report By
 DH8510  HISTORY     - 2004     MONUMENTED       WIDT
 DH8510  HISTORY     - 20080418 GOOD             WIDT
 DH8510
 DH8510                          STATION DESCRIPTION
 DH8510
 DH8510'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8510'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8510'US HIGHWAY 51 AND COUNTY HIGHWAY K ABOUT 4 MI (6.44 KM) NORTH OF THE
 DH8510'VILLAGE OF DEFOREST, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY K FOR
 DH8510'3.0 MI (4.83 KM) TO COUNTY HIGHWAY I, TURN RIGHT AND GO NORTH ON
 DH8510'COUNTY HIGHWAY I FOR 0.8 MI (1.29 KM) TO THE STATION ON THE RIGHT.
 DH8510'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8510'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8510'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8510'STATION IS 9.4 M (30.8 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY I,
 DH8510'0.5 M (1.6 FT) WEST OF A FENCE, 1.0 M (3.3 FT) SOUTH OF A WHITE
 DH8510'PLASTIC WITNESS POST AND 0.9 M (3.0 FT) NORTH OF A WHITE PLASTIC
 DH8510'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8510'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8510
 DH8510                          STATION RECOVERY (2008)
 DH8510
 DH8510'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8510'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20.9 M
 DH8510'SOUTH-SOUTHEAST OF AN --INTERSECTION AHEAD-- WOOD SIGN POST AND 9.8 M
 DH8510'SOUTH OF THE SOUTH WOOD GATE POST WITH METAL BRACE FOR A METAL GATE.
 DH8510'AN ALTERNATE TO REACH FOLLOWS-- TO REACH THE STATION FROM THE JUNCTION
 DH8510'OF STATE HIGHWAY 60 (MAIN STREET) WITH COUNTY HIGHWAY I SOUTH AND
 DH8510'BULLEN ROAD NORTH ON THE WEST SIDE OF THE VILLAGE OF ARLINGTON, GO
 DH8510'SOUTH ON COUNTY HIGHWAY I FOR 1.0 MILES TO KAMPEN ROAD, CONTINUE SOUTH
 DH8510'ON COUNTY HIGHWAY I FOR 0.15 MILE TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8511 ***********************************************************************
 DH8511  DESIGNATION -  2U74
 DH8511  PID         -  DH8511
 DH8511  STATE/COUNTY-  WI/COLUMBIA
 DH8511  COUNTRY     -  US
 DH8511  USGS QUAD   -  MORRISONVILLE (2018)
 DH8511
 DH8511                         *CURRENT SURVEY CONTROL
 DH8511  ______________________________________________________________________
 DH8511* NAD 83(1986) POSITION- 43 20 35.6    (N) 089 20 57.5    (W)   HD_HELD2
 DH8511* NAVD 88 ORTHO HEIGHT -   335.907 (meters)     1102.05  (feet) ADJUSTED
 DH8511  ______________________________________________________________________
 DH8511  GEOID HEIGHT    -        -34.977 (meters)                     GEOID18
 DH8511  DYNAMIC HEIGHT  -        335.822 (meters)     1101.78  (feet) COMP
 DH8511  MODELED GRAVITY -    980,356.0   (mgal)                       NAVD 88
 DH8511
 DH8511  VERT ORDER      -  SECOND    CLASS I
 DH8511
 DH8511.The horizontal coordinates were established by autonomous hand held GPS
 DH8511.observations and have an estimated accuracy of +/- 10 meters.
 DH8511
 DH8511.The orthometric height was determined by differential leveling and
 DH8511.adjusted by the WI DEPT OF TRANSP
 DH8511.in May 2012.
 DH8511
 DH8511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8511.GEOID18 height accuracy estimate available here.
 DH8511
 DH8511.Click photographs - Photos may exist for this station.
 DH8511
 DH8511.The dynamic height is computed by dividing the NAVD 88
 DH8511.geopotential number by the normal gravity value computed on the
 DH8511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8511.degrees latitude (g = 980.6199 gals.).
 DH8511
 DH8511.The modeled gravity was interpolated from observed gravity values.
 DH8511
 DH8511;                    North         East    Units  Estimated Accuracy
 DH8511;SPC WI S     -   149,425.      652,758.      MT  (+/- 10 meters HH2 GPS)
 DH8511
 DH8511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0957801610(NAD 83)
 DH8511
 DH8511                          SUPERSEDED SURVEY CONTROL
 DH8511
 DH8511  NAVD 88 (04/20/07)  335.886  (m)         1101.99   (f) SUPERSEDED  2 1
 DH8511
 DH8511.Superseded values are not recommended for survey control.
 DH8511
 DH8511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8511.See file dsdata.pdf to determine how the superseded data were derived.
 DH8511
 DH8511_MARKER: DD = SURVEY DISK
 DH8511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8511_STAMPING: 2U74 2004
 DH8511_MARK LOGO: WIDT
 DH8511_PROJECTION: FLUSH
 DH8511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8511+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DH8511
 DH8511  HISTORY     - Date     Condition        Report By
 DH8511  HISTORY     - 2004     MONUMENTED       WIDT
 DH8511  HISTORY     - 20080418 GOOD             WIDT
 DH8511
 DH8511                          STATION DESCRIPTION
 DH8511
 DH8511'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8511'OWNERSHIP--TOWNSHIP OF LEEDS.  TO REACH THE STATION FROM THE JUNCTION
 DH8511'OF STATE HIGHWAY 22 WITH STATE HIGHWAY 60 ABOUT 2 MI (3.22 KM) EAST OF
 DH8511'THE VILLAGE OF ARLINGTON, GO NORTH ON STATE HIGHWAY 22 FOR 0.7 MI
 DH8511'(1.13 KM) TO MAAS ROAD, TURN LEFT AND GO WEST ON MASS ROAD FOR 1.1 MI
 DH8511'(1.77 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8511'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8511'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3
 DH8511'FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 5.0 M (16.4 FT) SOUTH OF
 DH8511'THE CENTERLINE OF MAAS ROAD, 14.4 M (47.2 FT) NORTH OF A BARBED WIRE
 DH8511'FENCE, 5 M (16.4 FT) NORTH OF A CULTIVATED FIELD, 0.9 M (3.0 FT)
 DH8511'NORTHWEST OF A WHITE PLASTIC WITNESS POST, 0.9 M (3.0 FT) NORTHEAST OF
 DH8511'A WHITE PLASTIC WITNESS POST AND 0.6 M (2.0 FT) SOUTH OF A WHITE
 DH8511'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8511'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8511
 DH8511                          STATION RECOVERY (2008)
 DH8511
 DH8511'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8511'2U74  DH8511
 DH8511'43 20.594 N (35.6 ), 089 20.958 W (57.5 )  MEASURED
 DH8511'36       56   DATA SHEET
 DH8511'
 DH8511'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.66 MILE EAST OF
 DH8511'GOOSE POND ROAD, APPROXIMATELY 99 M EAST OF PRIVATE ENTRANCE
 DH8511'--W7009--, 59 M EAST OF GREEN ELECTRICAL BOX --25-- AND TELEPHONE
 DH8511'PEDESTAL --40 70 5 10--, 22.7 M WEST-NORTHWEST OF POWER POLE
 DH8511'--106054--, AND 1.0 M EAST AND 1.0 M WEST OF TWO WHITE PLASTIC WITNESS
 DH8511'POSTS.
 DH8511'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8543 ***********************************************************************
 DH8543  DESIGNATION -  2U75
 DH8543  PID         -  DH8543
 DH8543  STATE/COUNTY-  WI/COLUMBIA
 DH8543  COUNTRY     -  US
 DH8543  USGS QUAD   -  ARLINGTON (2018)
 DH8543
 DH8543                         *CURRENT SURVEY CONTROL
 DH8543  ______________________________________________________________________
 DH8543* NAD 83(1986) POSITION- 43 21 07.35   (N) 089 22 53.53   (W)   HD_HELD1
 DH8543* NAVD 88 ORTHO HEIGHT -   311.396 (meters)     1021.64  (feet) ADJUSTED
 DH8543  ______________________________________________________________________
 DH8543  GEOID HEIGHT    -        -34.991 (meters)                     GEOID18
 DH8543  DYNAMIC HEIGHT  -        311.316 (meters)     1021.38  (feet) COMP
 DH8543  MODELED GRAVITY -    980,357.4   (mgal)                       NAVD 88
 DH8543
 DH8543  VERT ORDER      -  SECOND    CLASS I
 DH8543
 DH8543.The horizontal coordinates were determined by differentially corrected
 DH8543.hand held GPS observations or other comparable positioning techniques
 DH8543.and have an estimated accuracy of +/- 3 meters.
 DH8543
 DH8543.The orthometric height was determined by differential leveling and
 DH8543.adjusted by the WI DEPT OF TRANSP
 DH8543.in May 2012.
 DH8543
 DH8543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8543.GEOID18 height accuracy estimate available here.
 DH8543
 DH8543.Click photographs - Photos may exist for this station.
 DH8543
 DH8543.The dynamic height is computed by dividing the NAVD 88
 DH8543.geopotential number by the normal gravity value computed on the
 DH8543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8543.degrees latitude (g = 980.6199 gals.).
 DH8543
 DH8543.The modeled gravity was interpolated from observed gravity values.
 DH8543
 DH8543;                    North         East    Units  Estimated Accuracy
 DH8543;SPC WI S     -   150,384.7     650,137.5     MT  (+/- 3 meters HH1 GPS) 
 DH8543
 DH8543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0699302664(NAD 83)
 DH8543
 DH8543                          SUPERSEDED SURVEY CONTROL
 DH8543
 DH8543  NAVD 88 (04/20/07)  311.375  (m)         1021.57   (f) SUPERSEDED  2 1
 DH8543
 DH8543.Superseded values are not recommended for survey control.
 DH8543
 DH8543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8543.See file dsdata.pdf to determine how the superseded data were derived.
 DH8543
 DH8543_MARKER: DD = SURVEY DISK
 DH8543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8543_STAMPING: 2U75 2004
 DH8543_MARK LOGO: WIDT
 DH8543_PROJECTION: FLUSH
 DH8543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8543+STABILITY: SURFACE MOTION
 DH8543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8543+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 DH8543
 DH8543  HISTORY     - Date     Condition        Report By
 DH8543  HISTORY     - 2004     MONUMENTED       WIDT
 DH8543  HISTORY     - 20080505 GOOD             WIDT
 DH8543
 DH8543                          STATION DESCRIPTION
 DH8543
 DH8543'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8543'OWNERSHIP--TOWN OF ARLINGTON.  TO REACH THE STATION FROM THE JUNCTION
 DH8543'OF US HIGHWAY 51 WITH STATE HIGHWAY 60 WEST ABOUT 2 MI (3.22 KM) EAST
 DH8543'OF THE VILLAGE OF ARLINGTON, GO NORTH ON US HIGHWAY 51 FOR 1.1 MI
 DH8543'(1.77 KM) TO RICHARDS ROAD, TURN LEFT AND GO WEST ON RICHARDS ROAD FOR
 DH8543'0.1 MI (0.16 KM) TO THE STATION ON THE LEFT.  THE STATION A BRONZE
 DH8543'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8543'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8543'THE ROAD PAVEMENT.  THE STATION IS 8.8 M (28.9 FT) SOUTH OF THE
 DH8543'CENTERLINE OF RICHARDS ROAD, 16.8 M (55.1 FT) EAST OF A WOOD POST FOR
 DH8543'A --STOP AHEAD-- SIGN, 1.0 M (3.3 FT) NORTH OF A BARBED WIRE FENCE,
 DH8543'0.9 M (3.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST, 0.9 M (3.0 FT)
 DH8543'NORTHWEST OF A WHITE PLASTIC WITNESS POST, AND 0.8 M (2.6 FT)
 DH8543'NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DH8543'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8543'HORIZON.
 DH8543
 DH8543                          STATION RECOVERY (2008)
 DH8543
 DH8543'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8543'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 94 M EAST OF THE
 DH8543'CENTERLINE OF BULLEN ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8542 ***********************************************************************
 DH8542  DESIGNATION -  2U76
 DH8542  PID         -  DH8542
 DH8542  STATE/COUNTY-  WI/COLUMBIA
 DH8542  COUNTRY     -  US
 DH8542  USGS QUAD   -  POYNETTE (2018)
 DH8542
 DH8542                         *CURRENT SURVEY CONTROL
 DH8542  ______________________________________________________________________
 DH8542* NAD 83(1986) POSITION- 43 24 34.84   (N) 089 24 00.38   (W)   HD_HELD1
 DH8542* NAVD 88 ORTHO HEIGHT -   255.657 (meters)      838.77  (feet) ADJUSTED
 DH8542  ______________________________________________________________________
 DH8542  GEOID HEIGHT    -        -35.150 (meters)                     GEOID18
 DH8542  DYNAMIC HEIGHT  -        255.594 (meters)      838.56  (feet) COMP
 DH8542  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 DH8542
 DH8542  VERT ORDER      -  SECOND    CLASS I
 DH8542
 DH8542.The horizontal coordinates were determined by differentially corrected
 DH8542.hand held GPS observations or other comparable positioning techniques
 DH8542.and have an estimated accuracy of +/- 3 meters.
 DH8542
 DH8542.The orthometric height was determined by differential leveling and
 DH8542.adjusted by the WI DEPT OF TRANSP
 DH8542.in May 2012.
 DH8542
 DH8542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8542.GEOID18 height accuracy estimate available here.
 DH8542
 DH8542.Click photographs - Photos may exist for this station.
 DH8542
 DH8542.The dynamic height is computed by dividing the NAVD 88
 DH8542.geopotential number by the normal gravity value computed on the
 DH8542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8542.degrees latitude (g = 980.6199 gals.).
 DH8542
 DH8542.The modeled gravity was interpolated from observed gravity values.
 DH8542
 DH8542;                    North         East    Units  Estimated Accuracy
 DH8542;SPC WI S     -   156,776.4     648,586.0     MT  (+/- 3 meters HH1 GPS) 
 DH8542
 DH8542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0567209108(NAD 83)
 DH8542
 DH8542                          SUPERSEDED SURVEY CONTROL
 DH8542
 DH8542  NAVD 88 (04/20/07)  255.636  (m)          838.70   (f) SUPERSEDED  2 1
 DH8542
 DH8542.Superseded values are not recommended for survey control.
 DH8542
 DH8542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8542.See file dsdata.pdf to determine how the superseded data were derived.
 DH8542
 DH8542_MARKER: DD = SURVEY DISK
 DH8542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8542_STAMPING: 2U76 2004
 DH8542_MARK LOGO: WIDT
 DH8542_PROJECTION: FLUSH
 DH8542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8542+STABILITY: SURFACE MOTION
 DH8542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8542+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DH8542
 DH8542  HISTORY     - Date     Condition        Report By
 DH8542  HISTORY     - 2004     MONUMENTED       WIDT
 DH8542  HISTORY     - 20080507 GOOD             WIDT
 DH8542
 DH8542                          STATION DESCRIPTION
 DH8542
 DH8542'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8542'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8542'STATION FROM THE JUNCTION OF US HIGHWAY 51 WITH STATE HIGHWAY 60 WEST
 DH8542'ABOUT 2 MI (3.22 KM) EAST OF THE VILLAGE OF ARLINGTON, GO NORTH ON US
 DH8542'HIGHWAY 51 FOR 5.0 MI (8.05 KM) TO TEETER ROAD ON THE RIGHT AND THE
 DH8542'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8542'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8542'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8542'THE STATION IS 11.3 M (37.1 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DH8542'51, 34.7 M (113.8 FT) SOUTH OF THE CENTERLINE OF TEETER ROAD, 1.0 M
 DH8542'(3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST, 0.9 M (3.0 FT)
 DH8542'SOUTH-SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 0.8 M (2.6 FT)
 DH8542'NORTH-NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8542'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8542'EXCEPT FOR TREES TO THE NORTHEAST AND EAST EXTENDING TO 50 AND 40
 DH8542'DEGREES RESPECTIVELY.
 DH8542
 DH8542                          STATION RECOVERY (2008)
 DH8542
 DH8542'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8542'RECOVERED IN GOOD CONDITION.  AN ALTERNATE TO REACH FOLLOWS-- TO REACH
 DH8542'THE STATION FROM THE JUNCTION OF US HIGHWAY 51 WITH COUNTY HIGHWAYS CS
 DH8542'AND Q (NORTH STREET) IN THE VILLAGE OF POYNETTE, GO NORTH ON US
 DH8542'HIGHWAY 51 FOR 1.02 MILES TO THE STATION ON THE RIGHT.
 DH8542'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE EAST
 DH8542'AND SOUTH EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8540 ***********************************************************************
 DH8540  DESIGNATION -  2U78
 DH8540  PID         -  DH8540
 DH8540  STATE/COUNTY-  WI/COLUMBIA
 DH8540  COUNTRY     -  US
 DH8540  USGS QUAD   -  POYNETTE (2018)
 DH8540
 DH8540                         *CURRENT SURVEY CONTROL
 DH8540  ______________________________________________________________________
 DH8540* NAD 83(1986) POSITION- 43 28 37.85   (N) 089 24 32.40   (W)   HD_HELD1
 DH8540* NAVD 88 ORTHO HEIGHT -   240.621 (meters)      789.44  (feet) ADJUSTED
 DH8540  ______________________________________________________________________
 DH8540  GEOID HEIGHT    -        -35.360 (meters)                     GEOID18
 DH8540  DYNAMIC HEIGHT  -        240.563 (meters)      789.25  (feet) COMP
 DH8540  MODELED GRAVITY -    980,371.6   (mgal)                       NAVD 88
 DH8540
 DH8540  VERT ORDER      -  SECOND    CLASS I
 DH8540
 DH8540.The horizontal coordinates were determined by differentially corrected
 DH8540.hand held GPS observations or other comparable positioning techniques
 DH8540.and have an estimated accuracy of +/- 3 meters.
 DH8540
 DH8540.The orthometric height was determined by differential leveling and
 DH8540.adjusted by the WI DEPT OF TRANSP
 DH8540.in May 2012.
 DH8540
 DH8540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8540.GEOID18 height accuracy estimate available here.
 DH8540
 DH8540.Click photographs - Photos may exist for this station.
 DH8540
 DH8540.The dynamic height is computed by dividing the NAVD 88
 DH8540.geopotential number by the normal gravity value computed on the
 DH8540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8540.degrees latitude (g = 980.6199 gals.).
 DH8540
 DH8540.The modeled gravity was interpolated from observed gravity values.
 DH8540
 DH8540;                    North         East    Units  Estimated Accuracy
 DH8540;SPC WI S     -   164,270.3     647,812.5     MT  (+/- 3 meters HH1 GPS) 
 DH8540
 DH8540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0516916626(NAD 83)
 DH8540
 DH8540                          SUPERSEDED SURVEY CONTROL
 DH8540
 DH8540  NAVD 88 (04/20/07)  240.601  (m)          789.37   (f) SUPERSEDED  2 1
 DH8540
 DH8540.Superseded values are not recommended for survey control.
 DH8540
 DH8540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8540.See file dsdata.pdf to determine how the superseded data were derived.
 DH8540
 DH8540_MARKER: DD = SURVEY DISK
 DH8540_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8540_SP_SET: BOX CULVERT
 DH8540_STAMPING: 2U78 2004
 DH8540_MARK LOGO: WIDT
 DH8540_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8540+STABILITY: SURFACE MOTION
 DH8540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8540+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DH8540
 DH8540  HISTORY     - Date     Condition        Report By
 DH8540  HISTORY     - 2004     MONUMENTED       WIDT
 DH8540  HISTORY     - 20080507 GOOD             WIDT
 DH8540
 DH8540                          STATION DESCRIPTION
 DH8540
 DH8540'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8540'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8540'STATION FROM THE JUNCTION OF US HIGHWAY 51 WITH STATE HIGHWAY 16 EAST
 DH8540'ABOUT 7 MI (11.27 KM) NORTH OF THE VILLAGE OF POYNETTE, GO SOUTH ON US
 DH8540'HIGHWAY 51 FOR 1.1 MI (1.77 KM) TO THE STATION ON THE RIGHT.  THE
 DH8540'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8540'SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHWEST CORNER OF
 DH8540'A BOX CULVERT ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8540'STATION IS 9.2 M (30.2 FT) WEST OF THE CENTERLINE OF US HIGHWAY 51 AND
 DH8540'11.0 M (36.1 FT) SOUTHEAST OF POWERPOLE --12-9-34 39/33--.
 DH8540'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8540'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8540
 DH8540                          STATION RECOVERY (2008)
 DH8540
 DH8540'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8540'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.12 MILE NORTH OF
 DH8540'NORTH STAR ROAD AND 0.7 M NORTH OF A WHITE PLASTIC WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9813 ***********************************************************************
 DF9813  DESIGNATION -  2V01
 DF9813  PID         -  DF9813
 DF9813  STATE/COUNTY-  WI/DANE
 DF9813  COUNTRY     -  US
 DF9813  USGS QUAD   -  MADISON WEST (2018)
 DF9813
 DF9813                         *CURRENT SURVEY CONTROL
 DF9813  ______________________________________________________________________
 DF9813* NAD 83(1986) POSITION- 43 00 40.92   (N) 089 23 45.94   (W)   HD_HELD1
 DF9813* NAVD 88 ORTHO HEIGHT -   275.378 (meters)      903.47  (feet) ADJUSTED
 DF9813  ______________________________________________________________________
 DF9813  GEOID HEIGHT    -        -34.247 (meters)                     GEOID18
 DF9813  DYNAMIC HEIGHT  -        275.303 (meters)      903.22  (feet) COMP
 DF9813  MODELED GRAVITY -    980,344.3   (mgal)                       NAVD 88
 DF9813
 DF9813  VERT ORDER      -  SECOND    CLASS I
 DF9813
 DF9813.The horizontal coordinates were determined by differentially corrected
 DF9813.hand held GPS observations or other comparable positioning techniques
 DF9813.and have an estimated accuracy of +/- 3 meters.
 DF9813
 DF9813.The orthometric height was determined by differential leveling and
 DF9813.adjusted by the WI DEPT OF TRANSP
 DF9813.in May 2012.
 DF9813
 DF9813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9813.GEOID18 height accuracy estimate available here.
 DF9813
 DF9813.Click photographs - Photos may exist for this station.
 DF9813
 DF9813.The dynamic height is computed by dividing the NAVD 88
 DF9813.geopotential number by the normal gravity value computed on the
 DF9813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9813.degrees latitude (g = 980.6199 gals.).
 DF9813
 DF9813.The modeled gravity was interpolated from observed gravity values.
 DF9813
 DF9813;                    North         East    Units  Estimated Accuracy
 DF9813;SPC WI S     -   112,531.5     649,231.3     MT  (+/- 3 meters HH1 GPS) 
 DF9813
 DF9813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0473064863(NAD 83)
 DF9813
 DF9813                          SUPERSEDED SURVEY CONTROL
 DF9813
 DF9813  NAVD 88 (04/20/07)  275.359  (m)          903.41   (f) SUPERSEDED  2 1
 DF9813  NAVD 88 (02/25/04)  275.330  (m)          903.31   (f) SUPERSEDED  2 1
 DF9813
 DF9813.Superseded values are not recommended for survey control.
 DF9813
 DF9813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9813.See file dsdata.pdf to determine how the superseded data were derived.
 DF9813
 DF9813_MARKER: DD = SURVEY DISK
 DF9813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9813_STAMPING: 2V01 2002
 DF9813_MARK LOGO: WIDT
 DF9813_PROJECTION: FLUSH
 DF9813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9813+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2015
 DF9813
 DF9813  HISTORY     - Date     Condition        Report By
 DF9813  HISTORY     - 2001     MONUMENTED       WIDT
 DF9813  HISTORY     - 20070425 GOOD             WIDT
 DF9813  HISTORY     - 20090817 MARK NOT FOUND   AEROME
 DF9813  HISTORY     - 20100110 GOOD             WIDT
 DF9813  HISTORY     - 20151120 GOOD             WIDT
 DF9813
 DF9813                          STATION DESCRIPTION
 DF9813
 DF9813'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9813'THE STATION IS LOCATED ABOUT 18 KM NORTHWEST OF STOUGHTON, 10 KM
 DF9813'NORTH OF OREGON, AND 8 KM SOUTH OF MADISON. OWNERSHIP--TOWN OF
 DF9813'FITCHBURG. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12
 DF9813'AND US HIGHWAY 18 WITH US HIGHWAY 14 IN THE CITY OF MADISON, GO SOUTH
 DF9813'ON US HIGHWAY 14 FOR 1.5 KM TO THE COUNTY HIGHWAY MM (MCCOY ROAD)
 DF9813'EXIT, EXIT RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY MM (MCCOY ROAD)
 DF9813'FOR 1.1 KM TO SOUTH SYENE ROAD, TURN LEFT AND GO SOUTH ON SOUTH SYENE
 DF9813'ROAD FOR 0.6 KM TO WEST CLAYTON ROAD ON THE LEFT, CONTINUE SOUTH ON
 DF9813'SOUTH SYENE ROAD FOR 0.2 KM TO THE STATION ON THE RIGHT.  THE STATION
 DF9813'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9813'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9813'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE
 DF9813'STATION IS 10.9 M WEST OF THE CENTERLINE OF SOUTH SYENE ROAD, 39.8 M
 DF9813'NORTH-NORTHWEST OF POWER POLE --23F 23/21--, 16.4 M SOUTH OF A
 DF9813'TELEPHONE PEDESTAL, AND 6 M EAST OF A CULTIVATED FIELD. ---NOTE---THE
 DF9813'STATION IS EAST, NORTH-NORTHWEST AND SOUTH-SOUTHWEST OF THREE WHITE
 DF9813'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9813'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9813
 DF9813                          STATION RECOVERY (2007)
 DF9813
 DF9813'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9813'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 22.0 M NORTHEAST OF
 DF9813'THE TOP CENTER OF GREEN ELECTRICAL BOX --50--.  NOTE-- VISIBLE
 DF9813'OBSTRUCTIONS AT THIS STATION ARE PRIVATE HOMES TO THE WEST THAT EXTEND
 DF9813'TO 20 DEGREES ABOVE THE HORIZON.
 DF9813
 DF9813                          STATION RECOVERY (2009)
 DF9813
 DF9813'RECOVERY NOTE BY AERO METRIC INC 2009
 DF9813'MARK NOT FOUND.
 DF9813
 DF9813                          STATION RECOVERY (2010)
 DF9813
 DF9813'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (GRS)
 DF9813'STATION RECOVERED IN THE DESCRIBED LOCATION, NOT AT THE LATITUDE
 DF9813'LISTED.  THE SECONDS OF LATITUDE SHOULD BE 41 NOT 47.
 DF9813
 DF9813                          STATION RECOVERY (2015)
 DF9813
 DF9813'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DF9813'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9801 ***********************************************************************
 DF9801  DESIGNATION -  2V03
 DF9801  PID         -  DF9801
 DF9801  STATE/COUNTY-  WI/DANE
 DF9801  COUNTRY     -  US
 DF9801  USGS QUAD   -  MADISON EAST (2018)
 DF9801
 DF9801                         *CURRENT SURVEY CONTROL
 DF9801  ______________________________________________________________________
 DF9801* NAD 83(1986) POSITION- 43 05 17.79   (N) 089 21 31.08   (W)   HD_HELD1
 DF9801* NAVD 88 ORTHO HEIGHT -   260.888 (meters)      855.93  (feet) ADJUSTED
 DF9801  ______________________________________________________________________
 DF9801  GEOID HEIGHT    -        -34.377 (meters)                     GEOID18
 DF9801  DYNAMIC HEIGHT  -        260.820 (meters)      855.71  (feet) COMP
 DF9801  MODELED GRAVITY -    980,353.8   (mgal)                       NAVD 88
 DF9801
 DF9801  VERT ORDER      -  SECOND    CLASS I
 DF9801
 DF9801.The horizontal coordinates were determined by differentially corrected
 DF9801.hand held GPS observations or other comparable positioning techniques
 DF9801.and have an estimated accuracy of +/- 3 meters.
 DF9801
 DF9801.The orthometric height was determined by differential leveling and
 DF9801.adjusted by the WI DEPT OF TRANSP
 DF9801.in May 2012.
 DF9801
 DF9801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9801.GEOID18 height accuracy estimate available here.
 DF9801
 DF9801.Click photographs - Photos may exist for this station.
 DF9801
 DF9801.The dynamic height is computed by dividing the NAVD 88
 DF9801.geopotential number by the normal gravity value computed on the
 DF9801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9801.degrees latitude (g = 980.6199 gals.).
 DF9801
 DF9801.The modeled gravity was interpolated from observed gravity values.
 DF9801
 DF9801;                    North         East    Units  Estimated Accuracy
 DF9801;SPC WI S     -   121,097.7     652,219.5     MT  (+/- 3 meters HH1 GPS) 
 DF9801
 DF9801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0802373317(NAD 83)
 DF9801
 DF9801                          SUPERSEDED SURVEY CONTROL
 DF9801
 DF9801  NAVD 88 (04/20/07)  260.868  (m)          855.86   (f) SUPERSEDED  2 1
 DF9801  NAVD 88 (02/25/04)  260.843  (m)          855.78   (f) SUPERSEDED  2 1
 DF9801
 DF9801.Superseded values are not recommended for survey control.
 DF9801
 DF9801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9801.See file dsdata.pdf to determine how the superseded data were derived.
 DF9801
 DF9801_MARKER: DD = SURVEY DISK
 DF9801_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9801_SP_SET: BRIDGE ABUTMENT
 DF9801_STAMPING: 2V03 2002
 DF9801_MARK LOGO: WIDT
 DF9801_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9801+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2007
 DF9801
 DF9801  HISTORY     - Date     Condition        Report By
 DF9801  HISTORY     - 2002     MONUMENTED       WIDT
 DF9801  HISTORY     - 20070416 GOOD             WIDT
 DF9801
 DF9801                          STATION DESCRIPTION
 DF9801
 DF9801'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF9801'THE STATION IS LOCATED IN MADISON.  OWNERSHIP--CITY OF MADISON.  TO
 DF9801'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DF9801'HIGHWAY 113 AT THE INTERSECTION OF EAST WASHINGTON AVENUE AND 1ST
 DF9801'STREET IN THE CITY OF MADISON, GO SOUTHEAST ON 1ST STREET FOR 0.3 KM
 DF9801'TO WINNEBAGO STREET, TURN RIGHT AND GO SOUTHWEST ON WINNEBAGO STREET
 DF9801'FOR 0.2 KM TO A BRIDGE OVER THE YAHARA RIVER AND THE STATION ON THE
 DF9801'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9801'GEODETIC SURVEY CONTROL STATION DISK SET IN THE EAST END OF THE SOUTH
 DF9801'BRIDGE ABUTMENT AND ABOUT LEVEL WITH THE BRIDGE DECK. THE STATION IS
 DF9801'26.2 M NORTH-NORTHEAST OF THORNTON AVENUE, 12.4 M NORTH OF A WOOD
 DF9801'POST FOR A --YAHARA RIVER PARKWAY-- HISTORICAL MARKER, 2.0 M
 DF9801'NORTHWEST OF THE CENTER OF THE ASPHALT BIKE PATH, AND 0.4 M SOUTH OF
 DF9801'THE SOUTH END OF THE METAL PARAPET WALL. ---NOTE---THIS STATION HAS
 DF9801'OBSTRUCTIONS IN ALL QUADRANTS EXTENDING HIGHER THAN 25 DEGREES ABOVE
 DF9801'THE HORIZON.
 DF9801
 DF9801                          STATION RECOVERY (2007)
 DF9801
 DF9801'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9801'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 4.3 M
 DF9801'NORTH-NORTHWEST OF A LIGHT POLE ON THE SOUTHEAST END OF THE ABUTMENT
 DF9801'AND 0.8 M SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  NOTE-- THE
 DF9801'STATION IS ON THE NORTHWEST END OF THE SOUTHWEST BICYCLE PATH BRIDGE
 DF9801'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9803 ***********************************************************************
 DF9803  DESIGNATION -  2V04
 DF9803  PID         -  DF9803
 DF9803  STATE/COUNTY-  WI/DANE
 DF9803  COUNTRY     -  US
 DF9803  USGS QUAD   -  DE FOREST (2018)
 DF9803
 DF9803                         *CURRENT SURVEY CONTROL
 DF9803  ______________________________________________________________________
 DF9803* NAD 83(1986) POSITION- 43 07 53.6    (N) 089 19 29.9    (W)   HD_HELD2
 DF9803* NAVD 88 ORTHO HEIGHT -   265.070 (meters)      869.65  (feet) ADJUSTED
 DF9803  ______________________________________________________________________
 DF9803  GEOID HEIGHT    -        -34.492 (meters)                     GEOID18
 DF9803  DYNAMIC HEIGHT  -        265.000 (meters)      869.42  (feet) COMP
 DF9803  MODELED GRAVITY -    980,349.9   (mgal)                       NAVD 88
 DF9803
 DF9803  VERT ORDER      -  SECOND    CLASS I
 DF9803
 DF9803.The horizontal coordinates were established by autonomous hand held GPS
 DF9803.observations and have an estimated accuracy of +/- 10 meters.
 DF9803
 DF9803.The orthometric height was determined by differential leveling and
 DF9803.adjusted by the WI DEPT OF TRANSP
 DF9803.in May 2012.
 DF9803
 DF9803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9803.GEOID18 height accuracy estimate available here.
 DF9803
 DF9803.Click photographs - Photos may exist for this station.
 DF9803
 DF9803.The dynamic height is computed by dividing the NAVD 88
 DF9803.geopotential number by the normal gravity value computed on the
 DF9803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9803.degrees latitude (g = 980.6199 gals.).
 DF9803
 DF9803.The modeled gravity was interpolated from observed gravity values.
 DF9803
 DF9803;                    North         East    Units  Estimated Accuracy
 DF9803;SPC WI S     -   125,927.      654,921.      MT  (+/- 10 meters HH2 GPS)
 DF9803
 DF9803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1089678047(NAD 83)
 DF9803
 DF9803                          SUPERSEDED SURVEY CONTROL
 DF9803
 DF9803  NAVD 88 (04/20/07)  265.050  (m)          869.58   (f) SUPERSEDED  2 1
 DF9803  NAVD 88 (02/25/04)  265.021  (m)          869.49   (f) SUPERSEDED  2 1
 DF9803
 DF9803.Superseded values are not recommended for survey control.
 DF9803
 DF9803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9803.See file dsdata.pdf to determine how the superseded data were derived.
 DF9803
 DF9803_MARKER: DD = SURVEY DISK
 DF9803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9803_STAMPING: 2V04 2002
 DF9803_MARK LOGO: WIDT
 DF9803_PROJECTION: FLUSH
 DF9803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9803+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9803
 DF9803  HISTORY     - Date     Condition        Report By
 DF9803  HISTORY     - 2001     MONUMENTED       WIDT
 DF9803  HISTORY     - 20070409 GOOD             WIDT
 DF9803  HISTORY     - 20120702 GOOD             WIDT
 DF9803
 DF9803                          STATION DESCRIPTION
 DF9803
 DF9803'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9803'THE STATION IS LOCATED IN MADISON.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9803'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US
 DF9803'HIGHWAY 51 (STOUGHTON ROAD) WITH US HIGHWAY 151 (EAST WASHINGTON
 DF9803'AVENUE) IN THE CITY OF MADISON, GO NORTH ON US HIGHWAY 51 (STOUGHTON
 DF9803'ROAD) FOR 1.0 KM TO KINGSMAN BOULAVARD, CONTINUE NORTH ON US HIGHWAY
 DF9803'51 (STOUGHTON ROAD) FOR 0.6 KM TO THE STATION ON THE LEFT.  THE
 DF9803'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9803'SURVEY CONTROL STATION DISK SET IN THE THE TOP OF A 41-CM DIAMETER
 DF9803'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DF9803'13.8 M WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF US HIGHWAY
 DF9803'51 (STOUGHTON ROAD), 64 M SOUTH-SOUTHEAST OF A METAL --R/W-- POST, 63
 DF9803'M NORTH OF A WOOD POST FOR A --REDUCED SPEED AHEAD 45 MPH-- SIGN, AND
 DF9803'23.5 M EAST OF A CHAINLINK FENCE.  ---NOTE---THE STATION IS EAST,
 DF9803'SOUTHWEST AND NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9803'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9803'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9803
 DF9803                          STATION RECOVERY (2007)
 DF9803
 DF9803'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9803'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 7.1 M
 DF9803'EAST-SOUTHEAST OF ORANGE OVER WHITE --WARNING BURIED FIBER CABLE--
 DF9803'POST --MC 21 EC--.
 DF9803
 DF9803                          STATION RECOVERY (2012)
 DF9803
 DF9803'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9803'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9804 ***********************************************************************
 DF9804  DESIGNATION -  2V05
 DF9804  PID         -  DF9804
 DF9804  STATE/COUNTY-  WI/DANE
 DF9804  COUNTRY     -  US
 DF9804  USGS QUAD   -  DE FOREST (2018)
 DF9804
 DF9804                         *CURRENT SURVEY CONTROL
 DF9804  ______________________________________________________________________
 DF9804* NAD 83(1986) POSITION- 43 10 02.5    (N) 089 19 26.8    (W)   HD_HELD2
 DF9804* NAVD 88 ORTHO HEIGHT -   285.798 (meters)      937.66  (feet) ADJUSTED
 DF9804  ______________________________________________________________________
 DF9804  GEOID HEIGHT    -        -34.589 (meters)                     GEOID18
 DF9804  DYNAMIC HEIGHT  -        285.722 (meters)      937.41  (feet) COMP
 DF9804  MODELED GRAVITY -    980,347.2   (mgal)                       NAVD 88
 DF9804
 DF9804  VERT ORDER      -  SECOND    CLASS I
 DF9804
 DF9804.The horizontal coordinates were established by autonomous hand held GPS
 DF9804.observations and have an estimated accuracy of +/- 10 meters.
 DF9804
 DF9804.The orthometric height was determined by differential leveling and
 DF9804.adjusted by the WI DEPT OF TRANSP
 DF9804.in May 2012.
 DF9804
 DF9804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9804.GEOID18 height accuracy estimate available here.
 DF9804
 DF9804.Click photographs - Photos may exist for this station.
 DF9804
 DF9804.The dynamic height is computed by dividing the NAVD 88
 DF9804.geopotential number by the normal gravity value computed on the
 DF9804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9804.degrees latitude (g = 980.6199 gals.).
 DF9804
 DF9804.The modeled gravity was interpolated from observed gravity values.
 DF9804
 DF9804;                    North         East    Units  Estimated Accuracy
 DF9804;SPC WI S     -   129,905.      654,959.      MT  (+/- 10 meters HH2 GPS)
 DF9804
 DF9804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1107782022(NAD 83)
 DF9804
 DF9804                          SUPERSEDED SURVEY CONTROL
 DF9804
 DF9804  NAVD 88 (04/20/07)  285.778  (m)          937.59   (f) SUPERSEDED  2 1
 DF9804  NAVD 88 (02/25/04)  285.745  (m)          937.48   (f) SUPERSEDED  2 1
 DF9804
 DF9804.Superseded values are not recommended for survey control.
 DF9804
 DF9804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9804.See file dsdata.pdf to determine how the superseded data were derived.
 DF9804
 DF9804_MARKER: DD = SURVEY DISK
 DF9804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9804_STAMPING: 2V05 2002
 DF9804_MARK LOGO: WIDT
 DF9804_PROJECTION: FLUSH
 DF9804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9804+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9804
 DF9804  HISTORY     - Date     Condition        Report By
 DF9804  HISTORY     - 2001     MONUMENTED       WIDT
 DF9804  HISTORY     - 20070409 GOOD             WIDT
 DF9804  HISTORY     - 20120702 GOOD             WIDT
 DF9804
 DF9804                          STATION DESCRIPTION
 DF9804
 DF9804'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9804'THE STATION IS LOCATED ABOUT 11 KM EAST-SOUTHEAST OF WAUNAKEE, 9 KM
 DF9804'WEST-SOUTHWEST OF SUN PRAIRIE, AND 4 KM NORTH OF MADISON.
 DF9804'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9804'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39, INTERSTATE
 DF9804'HIHGWAY 90 AND INTERSTATE HIGHWAY 94 WITH US HIGHWAY 51 ABOUT 5 KM
 DF9804'NORTHEAST OF THE CITY OF MADISON, GO SOUTH ON US HIGHWAY 51 FOR 0.7
 DF9804'KM TO COUNTY HIGHWAY CV ON THE RIGHT AND ANDERSON ROAD ON THE LEFT,
 DF9804'CONTINUE SOUTH ON US HIGHWAY 51 FOR 0.4 KM TO THE STATION ON THE
 DF9804'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9804'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9804'DIAMETER CONCRETE POST ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE
 DF9804'STATION IS 14.6 M EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 DF9804'US HIGHWAY 51, 73 M SOUTH-SOUTHEAST OF A WOOD POST FOR A --JCT CTH
 DF9804'CV-- SIGN, 51 M NORTH OF THE EXTENDED CENTERLINE OF ACKER ROAD, AND 6
 DF9804'M WEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTHEAST,
 DF9804'SOUTHEAST AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9804'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9804'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9804
 DF9804                          STATION RECOVERY (2007)
 DF9804
 DF9804'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9804'RECOVERED IN GOOD CONDITION.
 DF9804
 DF9804                          STATION RECOVERY (2012)
 DF9804
 DF9804'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9804'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9962 ***********************************************************************
 DF9962  DESIGNATION -  2V06
 DF9962  PID         -  DF9962
 DF9962  STATE/COUNTY-  WI/DANE
 DF9962  COUNTRY     -  US
 DF9962  USGS QUAD   -  STOUGHTON (2018)
 DF9962
 DF9962                         *CURRENT SURVEY CONTROL
 DF9962  ______________________________________________________________________
 DF9962* NAD 83(1986) POSITION- 42 57 53.9    (N) 089 12 03.4    (W)   HD_HELD2
 DF9962* NAVD 88 ORTHO HEIGHT -   269.027 (meters)      882.63  (feet) ADJUSTED
 DF9962  ______________________________________________________________________
 DF9962  GEOID HEIGHT    -        -34.297 (meters)                     GEOID18
 DF9962  DYNAMIC HEIGHT  -        268.953 (meters)      882.39  (feet) COMP
 DF9962  MODELED GRAVITY -    980,337.7   (mgal)                       NAVD 88
 DF9962
 DF9962  VERT ORDER      -  SECOND    CLASS I
 DF9962
 DF9962.The horizontal coordinates were established by autonomous hand held GPS
 DF9962.observations and have an estimated accuracy of +/- 10 meters.
 DF9962
 DF9962.The orthometric height was determined by differential leveling and
 DF9962.adjusted by the WI DEPT OF TRANSP
 DF9962.in May 2012.
 DF9962
 DF9962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9962.GEOID18 height accuracy estimate available here.
 DF9962
 DF9962.Click photographs - Photos may exist for this station.
 DF9962
 DF9962.The dynamic height is computed by dividing the NAVD 88
 DF9962.geopotential number by the normal gravity value computed on the
 DF9962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9962.degrees latitude (g = 980.6199 gals.).
 DF9962
 DF9962.The modeled gravity was interpolated from observed gravity values.
 DF9962
 DF9962;                    North         East    Units  Estimated Accuracy
 DF9962;SPC WI S     -   107,512.      665,189.      MT  (+/- 10 meters HH2 GPS)
 DF9962
 DF9962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2049959275(NAD 83)
 DF9962
 DF9962                          SUPERSEDED SURVEY CONTROL
 DF9962
 DF9962  NAVD 88 (04/20/07)  269.008  (m)          882.57   (f) SUPERSEDED  2 1
 DF9962  NAVD 88 (02/25/04)  268.978  (m)          882.47   (f) SUPERSEDED  2 1
 DF9962
 DF9962.Superseded values are not recommended for survey control.
 DF9962
 DF9962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9962.See file dsdata.pdf to determine how the superseded data were derived.
 DF9962
 DF9962_MARKER: DD = SURVEY DISK
 DF9962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9962_STAMPING: 2V06 2002
 DF9962_MARK LOGO: WIDT
 DF9962_PROJECTION: FLUSH
 DF9962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9962+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DF9962
 DF9962  HISTORY     - Date     Condition        Report By
 DF9962  HISTORY     - 2001     MONUMENTED       WIDT
 DF9962  HISTORY     - 20041212 GOOD             USPSQD
 DF9962  HISTORY     - 20061028 GOOD             USPSQD
 DF9962  HISTORY     - 20070806 GOOD             WIDT
 DF9962  HISTORY     - 20120629 GOOD             WIDT
 DF9962
 DF9962                          STATION DESCRIPTION
 DF9962
 DF9962'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9962'THE STATION IS LOCATED ABOUT 19 KM SOUTHEAST OF MADISON, 15 KM
 DF9962'SOUTHEAST OF MONONA AND 12 KM SOUTH OF COTTAGE GROVE.
 DF9962'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9962'INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH US HIGHWAY 12
 DF9962'ABOUT 8 KM SOUTHEAST OF THE CITY OF MADISON, GO SOUTHEAST ON
 DF9962'INTERSTATE HIGHWAY 39 AND INTERSTATE 90 FOR 8.4 KM TO COUNTY HIGHWAY
 DF9962'N (EXIT 147), TURN RIGHT AND GO SOUTH SOUTH ON COUNTY HIGHWAY N FOR
 DF9962'2.8 KM TO GLENN DRIVE ON THE LEFT, CONTINUE SOUTH ON COUNTY HIGHWAY N
 DF9962'FOR 1.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9962'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9962'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9962'A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE
 DF9962'STATION IS 9.6 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY N, 50.1 M
 DF9962'SOUTH OF A WOOD POST FOR A --JCT CTH B-- SIGN, 25 M NORTH OF THE
 DF9962'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --2150 CTH N--, AND 3 M EAST
 DF9962'OF A CULTIVATED FIELD. ---NOTE--THE STATION IS NORTH, SOUTH AND WEST
 DF9962'OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9962'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9962'HORIZON.
 DF9962
 DF9962                          STATION RECOVERY (2004)
 DF9962
 DF9962'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 DF9962'ABOUT 1.5 METERS BELOW THE GRADE OF THE HIGHWAY PAVEMENT
 DF9962
 DF9962                          STATION RECOVERY (2006)
 DF9962
 DF9962'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPW)
 DF9962'ONE WITNESS POST DAMAGED
 DF9962
 DF9962                          STATION RECOVERY (2007)
 DF9962
 DF9962'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9962'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DF9962'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9962
 DF9962                          STATION RECOVERY (2012)
 DF9962
 DF9962'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9962'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9961 ***********************************************************************
 DF9961  DESIGNATION -  2V07
 DF9961  PID         -  DF9961
 DF9961  STATE/COUNTY-  WI/DANE
 DF9961  COUNTRY     -  US
 DF9961  USGS QUAD   -  STOUGHTON (2018)
 DF9961
 DF9961                         *CURRENT SURVEY CONTROL
 DF9961  ______________________________________________________________________
 DF9961* NAD 83(1986) POSITION- 42 58 53.9    (N) 089 12 02.3    (W)   HD_HELD2
 DF9961* NAVD 88 ORTHO HEIGHT -   261.257 (meters)      857.14  (feet) ADJUSTED
 DF9961  ______________________________________________________________________
 DF9961  GEOID HEIGHT    -        -34.322 (meters)                     GEOID18
 DF9961  DYNAMIC HEIGHT  -        261.185 (meters)      856.90  (feet) COMP
 DF9961  MODELED GRAVITY -    980,339.1   (mgal)                       NAVD 88
 DF9961
 DF9961  VERT ORDER      -  SECOND    CLASS I
 DF9961
 DF9961.The horizontal coordinates were established by autonomous hand held GPS
 DF9961.observations and have an estimated accuracy of +/- 10 meters.
 DF9961
 DF9961.The orthometric height was determined by differential leveling and
 DF9961.adjusted by the WI DEPT OF TRANSP
 DF9961.in May 2012.
 DF9961
 DF9961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9961.GEOID18 height accuracy estimate available here.
 DF9961
 DF9961.Click photographs - Photos may exist for this station.
 DF9961
 DF9961.The dynamic height is computed by dividing the NAVD 88
 DF9961.geopotential number by the normal gravity value computed on the
 DF9961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9961.degrees latitude (g = 980.6199 gals.).
 DF9961
 DF9961.The modeled gravity was interpolated from observed gravity values.
 DF9961
 DF9961;                    North         East    Units  Estimated Accuracy
 DF9961;SPC WI S     -   109,363.      665,196.      MT  (+/- 10 meters HH2 GPS)
 DF9961
 DF9961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2057261125(NAD 83)
 DF9961
 DF9961                          SUPERSEDED SURVEY CONTROL
 DF9961
 DF9961  NAVD 88 (04/20/07)  261.239  (m)          857.08   (f) SUPERSEDED  2 1
 DF9961  NAVD 88 (02/25/04)  261.208  (m)          856.98   (f) SUPERSEDED  2 1
 DF9961
 DF9961.Superseded values are not recommended for survey control.
 DF9961
 DF9961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9961.See file dsdata.pdf to determine how the superseded data were derived.
 DF9961
 DF9961_MARKER: DD = SURVEY DISK
 DF9961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9961_STAMPING: 2V07 2002
 DF9961_MARK LOGO: WIDT
 DF9961_PROJECTION: FLUSH
 DF9961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9961+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DF9961
 DF9961  HISTORY     - Date     Condition        Report By
 DF9961  HISTORY     - 2001     MONUMENTED       WIDT
 DF9961  HISTORY     - 20061028 GOOD             USPSQD
 DF9961  HISTORY     - 20070806 GOOD             WIDT
 DF9961  HISTORY     - 20120629 GOOD             WIDT
 DF9961
 DF9961                          STATION DESCRIPTION
 DF9961
 DF9961'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9961'THE STATION IS LOCATED ABOUT 18 KM SOUTHEAST OF MADISON, 14 KM
 DF9961'SOUTHEAST OF MONONA, AND 10 KM SOUTH OF COTTAGE GROVE.
 DF9961'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9961'INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH US HIGHWAY 12
 DF9961'ABOUT 8 KM SOUTHEAST OF THE CITY OF MADISON, GO SOUTHEAST ON
 DF9961'INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 FOR 8.4 KM TO COUNTY
 DF9961'HIGHWAY N (EXIT 147), TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY N FOR
 DF9961'1.0 KM TO KOSHKONONG ROAD, CONTINUE SOUTH ON COUNTY HIGHWAY N FOR 1.1
 DF9961'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9961'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9961'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9961'AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.8 M WEST
 DF9961'OF THE CENTERLINE OF COUNTY HIGHWAY N, 93 M NORTHWEST OF THE EXTENDED
 DF9961'CENTERLINE OF CENTER ROAD, 92 M SOUTH OF THE EXTENDED CENTERLINE OF
 DF9961'PRIVATE ENTRANCE --2466 CTH N--, AND 1 M EAST OF A CULTIVATED FIELD.
 DF9961'---NOTE---THE STATION IS WEST, NORTH AND SOUTH OF THREE WHITE PLASTIC
 DF9961'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9961'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 DF9961'POLE TO THE SOUTHEAST EXTENDING TO 25 DEGREES AND A POWER POLE TO THE
 DF9961'NORTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORZION.
 DF9961
 DF9961                          STATION RECOVERY (2006)
 DF9961
 DF9961'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPW)
 DF9961'ONE POST BROKEN
 DF9961
 DF9961                          STATION RECOVERY (2007)
 DF9961
 DF9961'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9961'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 22.5 M
 DF9961'WEST-SOUTHWEST OF POWER POLE --6-11-16 28/16-- AND 1.0 M WEST, 1.0 M
 DF9961'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9961
 DF9961                          STATION RECOVERY (2012)
 DF9961
 DF9961'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9961'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9959 ***********************************************************************
 DF9959  DESIGNATION -  2V09
 DF9959  PID         -  DF9959
 DF9959  STATE/COUNTY-  WI/DANE
 DF9959  COUNTRY     -  US
 DF9959  USGS QUAD   -  COTTAGE GROVE (2018)
 DF9959
 DF9959                         *CURRENT SURVEY CONTROL
 DF9959  ______________________________________________________________________
 DF9959* NAD 83(1986) POSITION- 43 00 49.7    (N) 089 12 03.5    (W)   HD_HELD2
 DF9959* NAVD 88 ORTHO HEIGHT -   294.783 (meters)      967.13  (feet) ADJUSTED
 DF9959  ______________________________________________________________________
 DF9959  GEOID HEIGHT    -        -34.364 (meters)                     GEOID18
 DF9959  DYNAMIC HEIGHT  -        294.703 (meters)      966.87  (feet) COMP
 DF9959  MODELED GRAVITY -    980,339.6   (mgal)                       NAVD 88
 DF9959
 DF9959  VERT ORDER      -  SECOND    CLASS I
 DF9959
 DF9959.The horizontal coordinates were established by autonomous hand held GPS
 DF9959.observations and have an estimated accuracy of +/- 10 meters.
 DF9959
 DF9959.The orthometric height was determined by differential leveling and
 DF9959.adjusted by the WI DEPT OF TRANSP
 DF9959.in May 2012.
 DF9959
 DF9959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9959.GEOID18 height accuracy estimate available here.
 DF9959
 DF9959.Click photographs - Photos may exist for this station.
 DF9959
 DF9959.The dynamic height is computed by dividing the NAVD 88
 DF9959.geopotential number by the normal gravity value computed on the
 DF9959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9959.degrees latitude (g = 980.6199 gals.).
 DF9959
 DF9959.The modeled gravity was interpolated from observed gravity values.
 DF9959
 DF9959;                    North         East    Units  Estimated Accuracy
 DF9959;SPC WI S     -   112,936.      665,135.      MT  (+/- 10 meters HH2 GPS)
 DF9959
 DF9959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2063964698(NAD 83)
 DF9959
 DF9959                          SUPERSEDED SURVEY CONTROL
 DF9959
 DF9959  NAVD 88 (04/20/07)  294.765  (m)          967.07   (f) SUPERSEDED  2 1
 DF9959  NAVD 88 (02/25/04)  294.734  (m)          966.97   (f) SUPERSEDED  2 1
 DF9959
 DF9959.Superseded values are not recommended for survey control.
 DF9959
 DF9959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9959.See file dsdata.pdf to determine how the superseded data were derived.
 DF9959
 DF9959_MARKER: DD = SURVEY DISK
 DF9959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9959_STAMPING: 2V09 2002
 DF9959_MARK LOGO: WIDT
 DF9959_PROJECTION: FLUSH
 DF9959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9959+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2007
 DF9959
 DF9959  HISTORY     - Date     Condition        Report By
 DF9959  HISTORY     - 2001     MONUMENTED       WIDT
 DF9959  HISTORY     - 20061028 GOOD             USPSQD
 DF9959  HISTORY     - 20070418 GOOD             WIDT
 DF9959
 DF9959                          STATION DESCRIPTION
 DF9959
 DF9959'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9959'THE STATION IS LOCATED ABOUT 16 KM SOUTHEAST OF MADISON, 11 KM NORTH
 DF9959'OF STOUGHTON, AND 7 KM SOUTH OF COTTAGE GROVE.    OWNERSHIP--TOWN OF
 DF9959'PLEASANT SPRINGS.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9959'INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH US HIGHWAY 12
 DF9959'ABOUT 8 KM SOUTHEAST OF THE CITY OF MADISON, GO SOUTHEAST ON
 DF9959'INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 FOR 8.4 KM TO COUNTY
 DF9959'HIGHWAY N (EXIT 147), TURN LEFT AND GO NORTH ON COUNTY HIGHWAY N FOR
 DF9959'1.4 KM TO WEST STAR ROAD AND THE STATION ON THE LEFT.  THE STATION IS
 DF9959'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9959'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9959'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DF9959'STATION IS 9.8 M NORTH OF THE CENTERLINE OF WEST STAR ROAD, 0.2 KM
 DF9959'EAST OF PRIVATE ENTRANCE --2555--, 64 M WEST OF THE CENTERLINE OF
 DF9959'COUNTY HIGHWAY N, 26.7 M EAST OF --R/W-- POST, AND 13 M SOUTH OF A
 DF9959'CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, WEST AND EAST OF
 DF9959'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9959'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9959'HORIZON.
 DF9959
 DF9959                          STATION RECOVERY (2006)
 DF9959
 DF9959'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPW)
 DF9959'RECOVERED IN GOOD CONDITION.
 DF9959
 DF9959                          STATION RECOVERY (2007)
 DF9959
 DF9959'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9959'RECOVERED IN GOOD CONDITION.  NOTE1-- THE MONUMENT IS RECESSED 15 CM
 DF9959'BELOW GROUND LEVEL.  NOTE2-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE
 DF9959'PINE TREES IN THE NORTH QUADRANTS EXTENDING TO 45 DEGREES ABOVE THE
 DF9959'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9958 ***********************************************************************
 DF9958  DESIGNATION -  2V10
 DF9958  PID         -  DF9958
 DF9958  STATE/COUNTY-  WI/DANE
 DF9958  COUNTRY     -  US
 DF9958  USGS QUAD   -  COTTAGE GROVE (2018)
 DF9958
 DF9958                         *CURRENT SURVEY CONTROL
 DF9958  ______________________________________________________________________
 DF9958* NAD 83(1986) POSITION- 43 03 04.0    (N) 089 11 59.2    (W)   HD_HELD2
 DF9958* NAVD 88 ORTHO HEIGHT -   280.792 (meters)      921.23  (feet) ADJUSTED
 DF9958  ______________________________________________________________________
 DF9958  GEOID HEIGHT    -        -34.428 (meters)                     GEOID18
 DF9958  DYNAMIC HEIGHT  -        280.715 (meters)      920.98  (feet) COMP
 DF9958  MODELED GRAVITY -    980,341.7   (mgal)                       NAVD 88
 DF9958
 DF9958  VERT ORDER      -  SECOND    CLASS I
 DF9958
 DF9958.The horizontal coordinates were established by autonomous hand held GPS
 DF9958.observations and have an estimated accuracy of +/- 10 meters.
 DF9958
 DF9958.The orthometric height was determined by differential leveling and
 DF9958.adjusted by the WI DEPT OF TRANSP
 DF9958.in May 2012.
 DF9958
 DF9958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9958.GEOID18 height accuracy estimate available here.
 DF9958
 DF9958.Click photographs - Photos may exist for this station.
 DF9958
 DF9958.The dynamic height is computed by dividing the NAVD 88
 DF9958.geopotential number by the normal gravity value computed on the
 DF9958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9958.degrees latitude (g = 980.6199 gals.).
 DF9958
 DF9958.The modeled gravity was interpolated from observed gravity values.
 DF9958
 DF9958;                    North         East    Units  Estimated Accuracy
 DF9958;SPC WI S     -   117,081.      665,193.      MT  (+/- 10 meters HH2 GPS)
 DF9958
 DF9958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2084568838(NAD 83)
 DF9958
 DF9958                          SUPERSEDED SURVEY CONTROL
 DF9958
 DF9958  NAVD 88 (04/20/07)  280.772  (m)          921.17   (f) SUPERSEDED  2 1
 DF9958  NAVD 88 (02/25/04)  280.739  (m)          921.06   (f) SUPERSEDED  2 1
 DF9958
 DF9958.Superseded values are not recommended for survey control.
 DF9958
 DF9958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9958.See file dsdata.pdf to determine how the superseded data were derived.
 DF9958
 DF9958_MARKER: DD = SURVEY DISK
 DF9958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9958_STAMPING: 2V10 2002
 DF9958_MARK LOGO: WIDT
 DF9958_PROJECTION: FLUSH
 DF9958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9958+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2007
 DF9958
 DF9958  HISTORY     - Date     Condition        Report By
 DF9958  HISTORY     - 2001     MONUMENTED       WIDT
 DF9958  HISTORY     - 20061028 GOOD             USPSQD
 DF9958  HISTORY     - 20070607 GOOD             WIDT
 DF9958
 DF9958                          STATION DESCRIPTION
 DF9958
 DF9958'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9958'THE STATION IS LOCATED ABOUT 15 KM EAST-SOUTHEAST OF MADISON, 8 KM
 DF9958'NORTHEAST OF MCFARLAND, 3 KM SOUTH OF COTTAGE GROVE.  OWNERSHIP--DANE
 DF9958'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DF9958'39 AND INTERSTATE HIGHWAY 90 WITH US HIGHWAY 12 ABOUT 8 KM SOUTHEAST
 DF9958'OF THE CITY OF MADISON, GO EAST ON US HIGHWAY 12 FOR 6.4 KM TO COUNTY
 DF9958'HIGHWAY N, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY N FOR 2.0 KM TO
 DF9958'THE NORTHERN MOST JUNCTION WITH NATVIG ROAD ON THE LEFT, CONTINUE
 DF9958'NORTH ON COUNTY HIGHWAY N FOR 0.2 KM TO THE STATION ON THE RIGHT.
 DF9958'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9958'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9958'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9958'THE HIGHWAY PAVEMENT.  THE STATION IS 10.9 M EAST OF THE CENTERLINE
 DF9958'OF COUNTY HIGHWAY N, 73 M SOUTHEAST OF THE EXTENDED CENTERLINE OF
 DF9958'PRIVATE ENTRANCE --3703 CTH N AND 3707 CTH N--, 25 M NORTHEAST OF THE
 DF9958'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --3695--, AND 3 M WEST OF A
 DF9958'CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST, NORTH AND SOUTH OF
 DF9958'THREE WHITE PLASTIC WITNESS POSTS.   ---NOTE2---THIS STATION HAS NO
 DF9958'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9958'HORIZON EXCEPT FOR A POWER POLE TO THE WEST EXTENDING TO 35 DEGREES.
 DF9958
 DF9958                          STATION RECOVERY (2006)
 DF9958
 DF9958'RECOVERY NOTE BY US POWER SQUADRON 2006 (RB)
 DF9958'RECOVERED IN GOOD CONDITION.
 DF9958
 DF9958                          STATION RECOVERY (2007)
 DF9958
 DF9958'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DSA)
 DF9958'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9957 ***********************************************************************
 DF9957  DESIGNATION -  2V11
 DF9957  PID         -  DF9957
 DF9957  STATE/COUNTY-  WI/DANE
 DF9957  COUNTRY     -  US
 DF9957  USGS QUAD   -  COTTAGE GROVE (2018)
 DF9957
 DF9957                         *CURRENT SURVEY CONTROL
 DF9957  ______________________________________________________________________
 DF9957* NAD 83(1986) POSITION- 43 04 15.38   (N) 089 11 58.29   (W)   HD_HELD1
 DF9957* NAVD 88 ORTHO HEIGHT -   272.098 (meters)      892.71  (feet) ADJUSTED
 DF9957  ______________________________________________________________________
 DF9957  GEOID HEIGHT    -        -34.462 (meters)                     GEOID18
 DF9957  DYNAMIC HEIGHT  -        272.024 (meters)      892.47  (feet) COMP
 DF9957  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 DF9957
 DF9957  VERT ORDER      -  SECOND    CLASS I
 DF9957
 DF9957.The horizontal coordinates were determined by differentially corrected
 DF9957.hand held GPS observations or other comparable positioning techniques
 DF9957.and have an estimated accuracy of +/- 3 meters.
 DF9957
 DF9957.The orthometric height was determined by differential leveling and
 DF9957.adjusted by the WI DEPT OF TRANSP
 DF9957.in May 2012.
 DF9957
 DF9957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9957.GEOID18 height accuracy estimate available here.
 DF9957
 DF9957.Click photographs - Photos may exist for this station.
 DF9957
 DF9957.The dynamic height is computed by dividing the NAVD 88
 DF9957.geopotential number by the normal gravity value computed on the
 DF9957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9957.degrees latitude (g = 980.6199 gals.).
 DF9957
 DF9957.The modeled gravity was interpolated from observed gravity values.
 DF9957
 DF9957;                    North         East    Units  Estimated Accuracy
 DF9957;SPC WI S     -   119,283.9     665,192.0     MT  (+/- 3 meters HH1 GPS) 
 DF9957
 DF9957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2092371040(NAD 83)
 DF9957
 DF9957                          SUPERSEDED SURVEY CONTROL
 DF9957
 DF9957  NAVD 88 (12/05/11)  272.078  (m)          892.64   (f) SUPERSEDED  2 1
 DF9957  NAVD 88 (04/20/07)  272.134  (m)          892.83   (f) SUPERSEDED  2 1
 DF9957  NAVD 88 (02/25/04)  272.100  (m)          892.71   (f) SUPERSEDED  2 1
 DF9957
 DF9957.Superseded values are not recommended for survey control.
 DF9957
 DF9957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9957.See file dsdata.pdf to determine how the superseded data were derived.
 DF9957
 DF9957_MARKER: DD = SURVEY DISK
 DF9957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9957_STAMPING: 2V11 2002
 DF9957_MARK LOGO: WIDT
 DF9957_PROJECTION: FLUSH
 DF9957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9957+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2007
 DF9957
 DF9957  HISTORY     - Date     Condition        Report By
 DF9957  HISTORY     - 2001     MONUMENTED       WIDT
 DF9957  HISTORY     - 20061028 GOOD             USPSQD
 DF9957  HISTORY     - 20070607 GOOD             WIDT
 DF9957
 DF9957                          STATION DESCRIPTION
 DF9957
 DF9957'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9957'THE STATION IS LOCATED ABOUT 15 KM EAST OF MADISON. 10 KM
 DF9957'WEST-NORTHWEST OF DEERFIELD IN COTTAGE GROVE.  OWNERSHIP--DANE
 DF9957'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DF9957'94 WITH COUNTY HIGHWAY N (EXIT 244) ABOUT 15 KM EAST OF THE CITY OF
 DF9957'MADISON, GO SOUTH ON COUNTY HIGHWAY N FOR 3.8 KM TO EAST REYNOLDS
 DF9957'STREET ON THE RIGHT, CONTINUE SOUTH ON COUNTY HIGHWAY N FOR 0.2 KM TO
 DF9957'THE TOWN OF COTTAGE GROVE GARAGE AND THE STATION ON THE LEFT.  THE
 DF9957'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9957'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9957'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9957'HIGHWAY PAVEMENT.  THE STATION IS 10.5 M EAST OF THE CENTERLINE OF
 DF9957'COUNTY HIGHWAY N, 41 M NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 DF9957'--4062--, AND 24.9 M NORTHEAST OF THE NORTHWESTERN MOST CORNER OF THE
 DF9957'TOWN OF COTTAGE GROVE GARAGE.  ---NOTE---THIS STATION IS 1.0 M WEST
 DF9957'OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO
 DF9957'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9957'HORIZON EXCEPT FOR A POWER POLE TO THE SOUTHEAST EXTENDING TO 40
 DF9957'DEGREES.
 DF9957
 DF9957                          STATION RECOVERY (2006)
 DF9957
 DF9957'RECOVERY NOTE BY US POWER SQUADRON 2006 (RB)
 DF9957'RECOVERED IN GOOD CONDITION.
 DF9957
 DF9957                          STATION RECOVERY (2007)
 DF9957
 DF9957'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DSA)
 DF9957'RECOVERED AS DESCRIBED.
 DF9957'
 DF9957'THIS STATION HAS APPARENTLY SETTLED APPROXIMATELY 5 CM (2 INCHES)
 DF9957'SINCE THE ORIGINAL ELEVATION ESTABLISHMENT IN 2001.  A P-K NAIL SET IN
 DF9957'A POWER POLE --WPL 7-11-15-- LOCATED 18.4 M (60.4 FT) SOUTHEAST OF THE
 DF9957'STATION CAN SERVE AS A CHECK POINT TO MONITOR WHETHER OR NOT THIS
 DF9957'STATION HAS CONTINUED TO SETTLE.  THE DIFFERENCE IN ELEVATION BETWEEN
 DF9957'THE P-K NAIL AND THE STATION AS MEASURED ON THE DATE OF THIS RECOVERY
 DF9957'NOTE WAS 0.31719 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9956 ***********************************************************************
 DF9956  DESIGNATION -  2V12
 DF9956  PID         -  DF9956
 DF9956  STATE/COUNTY-  WI/DANE
 DF9956  COUNTRY     -  US
 DF9956  USGS QUAD   -  COTTAGE GROVE (2018)
 DF9956
 DF9956                         *CURRENT SURVEY CONTROL
 DF9956  ______________________________________________________________________
 DF9956* NAD 83(1986) POSITION- 43 05 16.59   (N) 089 11 52.02   (W)   HD_HELD1
 DF9956* NAVD 88 ORTHO HEIGHT -   279.277 (meters)      916.26  (feet) ADJUSTED
 DF9956  ______________________________________________________________________
 DF9956  GEOID HEIGHT    -        -34.492 (meters)                     GEOID18
 DF9956  DYNAMIC HEIGHT  -        279.201 (meters)      916.01  (feet) COMP
 DF9956  MODELED GRAVITY -    980,343.0   (mgal)                       NAVD 88
 DF9956
 DF9956  VERT ORDER      -  SECOND    CLASS I
 DF9956
 DF9956.The horizontal coordinates were determined by differentially corrected
 DF9956.hand held GPS observations or other comparable positioning techniques
 DF9956.and have an estimated accuracy of +/- 3 meters.
 DF9956
 DF9956.The orthometric height was determined by differential leveling and
 DF9956.adjusted by the WI DEPT OF TRANSP
 DF9956.in May 2012.
 DF9956
 DF9956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9956.GEOID18 height accuracy estimate available here.
 DF9956
 DF9956.Click photographs - Photos may exist for this station.
 DF9956
 DF9956.The dynamic height is computed by dividing the NAVD 88
 DF9956.geopotential number by the normal gravity value computed on the
 DF9956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9956.degrees latitude (g = 980.6199 gals.).
 DF9956
 DF9956.The modeled gravity was interpolated from observed gravity values.
 DF9956
 DF9956;                    North         East    Units  Estimated Accuracy
 DF9956;SPC WI S     -   121,174.0     665,315.7     MT  (+/- 3 meters HH1 GPS) 
 DF9956
 DF9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2111472924(NAD 83)
 DF9956
 DF9956                          SUPERSEDED SURVEY CONTROL
 DF9956
 DF9956  NAVD 88 (04/20/07)  279.258  (m)          916.20   (f) SUPERSEDED  2 1
 DF9956  NAVD 88 (02/25/04)  279.224  (m)          916.09   (f) SUPERSEDED  2 1
 DF9956
 DF9956.Superseded values are not recommended for survey control.
 DF9956
 DF9956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9956.See file dsdata.pdf to determine how the superseded data were derived.
 DF9956
 DF9956_MARKER: DD = SURVEY DISK
 DF9956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9956_STAMPING: 2V12 2002
 DF9956_MARK LOGO: WIDT
 DF9956_PROJECTION: FLUSH
 DF9956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9956+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2007
 DF9956
 DF9956  HISTORY     - Date     Condition        Report By
 DF9956  HISTORY     - 2001     MONUMENTED       WIDT
 DF9956  HISTORY     - 20061028 GOOD             USPSQD
 DF9956  HISTORY     - 20070416 GOOD             WIDT
 DF9956  HISTORY     - 20070607 GOOD             WIDT
 DF9956
 DF9956                          STATION DESCRIPTION
 DF9956
 DF9956'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9956'THE STATION IS LOCATED ABOUT 15 KM EAST OF MADISON, 11 KM SOUTH OF
 DF9956'SUN PRAIRIEIN COTTAGE GROVE.  OWNERSHIP--DANE COUNTY.  TO REACH THE
 DF9956'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH COUNTY
 DF9956'HIGHWAY N (EXIT 244) ABOUT 15 KM NORTHEAST OF THE CITY OF MADISON, GO
 DF9956'SOUTH ON COUNTY HIGHWAY N FOR 2.4 KM TO COUNTY HIGHWAY BB, TURN LEFT
 DF9956'AND GO EAST ON COUNTY HIGHWAY BB FOR 0.2 KM TO CHASE LUMBER AND THE
 DF9956'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9956'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9956'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DF9956'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 13.5 M NORTHWEST OF THE
 DF9956'CENTERLINE OF COUNTY HIGHWAY BB, 41.4 M NORTHEAST OF THE TOP CENTER
 DF9956'OF TELEPHONE PEDESTAL --1019--, AND 7.7 M SOUTHWEST OF THE CENTERLINE
 DF9956'OF THE ENTRANCE TO --CHASE LUMBER CO--.  ---NOTE---THIS STATION HAS
 DF9956'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9956'HORIZON.
 DF9956
 DF9956                          STATION RECOVERY (2006)
 DF9956
 DF9956'RECOVERY NOTE BY US POWER SQUADRON 2006 (RB)
 DF9956'RECOVERED IN GOOD CONDITION.
 DF9956
 DF9956                          STATION RECOVERY (2007)
 DF9956
 DF9956'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9956'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M SOUTH OF A
 DF9956'WHITE PLASTIC WITNESS POST.
 DF9956
 DF9956                          STATION RECOVERY (2007)
 DF9956
 DF9956'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DSA)
 DF9956'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9955 ***********************************************************************
 DF9955  DESIGNATION -  2V13
 DF9955  PID         -  DF9955
 DF9955  STATE/COUNTY-  WI/DANE
 DF9955  COUNTRY     -  US
 DF9955  USGS QUAD   -  COTTAGE GROVE (2018)
 DF9955
 DF9955                         *CURRENT SURVEY CONTROL
 DF9955  ______________________________________________________________________
 DF9955* NAD 83(1986) POSITION- 43 05 31.6    (N) 089 10 45.9    (W)   HD_HELD2
 DF9955* NAVD 88 ORTHO HEIGHT -   285.921 (meters)      938.06  (feet) ADJUSTED
 DF9955  ______________________________________________________________________
 DF9955  GEOID HEIGHT    -        -34.507 (meters)                     GEOID18
 DF9955  DYNAMIC HEIGHT  -        285.844 (meters)      937.81  (feet) COMP
 DF9955  MODELED GRAVITY -    980,343.4   (mgal)                       NAVD 88
 DF9955
 DF9955  VERT ORDER      -  SECOND    CLASS I
 DF9955
 DF9955.The horizontal coordinates were established by autonomous hand held GPS
 DF9955.observations and have an estimated accuracy of +/- 10 meters.
 DF9955
 DF9955.The orthometric height was determined by differential leveling and
 DF9955.adjusted by the WI DEPT OF TRANSP
 DF9955.in May 2012.
 DF9955
 DF9955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9955.GEOID18 height accuracy estimate available here.
 DF9955
 DF9955.Click photographs - Photos may exist for this station.
 DF9955
 DF9955.The dynamic height is computed by dividing the NAVD 88
 DF9955.geopotential number by the normal gravity value computed on the
 DF9955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9955.degrees latitude (g = 980.6199 gals.).
 DF9955
 DF9955.The modeled gravity was interpolated from observed gravity values.
 DF9955
 DF9955;                    North         East    Units  Estimated Accuracy
 DF9955;SPC WI S     -   121,652.      666,807.      MT  (+/- 10 meters HH2 GPS)
 DF9955
 DF9955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2262273348(NAD 83)
 DF9955
 DF9955                          SUPERSEDED SURVEY CONTROL
 DF9955
 DF9955  NAVD 88 (12/05/11)  285.900  (m)          937.99   (f) SUPERSEDED  2 1
 DF9955  NAVD 88 (04/20/07)  285.910  (m)          938.02   (f) SUPERSEDED  2 1
 DF9955  NAVD 88 (02/25/04)  285.876  (m)          937.91   (f) SUPERSEDED  2 1
 DF9955
 DF9955.Superseded values are not recommended for survey control.
 DF9955
 DF9955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9955.See file dsdata.pdf to determine how the superseded data were derived.
 DF9955
 DF9955_MARKER: DD = SURVEY DISK
 DF9955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9955_STAMPING: 2V13 2002
 DF9955_MARK LOGO: WIDT
 DF9955_PROJECTION: FLUSH
 DF9955_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9955+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2007
 DF9955
 DF9955  HISTORY     - Date     Condition        Report By
 DF9955  HISTORY     - 2001     MONUMENTED       WIDT
 DF9955  HISTORY     - 20061028 GOOD             USPSQD
 DF9955  HISTORY     - 20070416 GOOD             WIDT
 DF9955  HISTORY     - 20070607 GOOD             WIDT
 DF9955
 DF9955                          STATION DESCRIPTION
 DF9955
 DF9955'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9955'THE STATION IS LOCATED ABOUT 16 KM EAST OF MADISON, 10 KM SOUTHWEST
 DF9955'OF SUN PRAIRIE, AND 2 KM NORTHEAST OF COTTAGE GROVE.  OWNERSHIP--TOWN
 DF9955'OF COTTAGE GROVE. TO REACH THE STATION FROM THE JUNCTION OF
 DF9955'INTERSTATE HIGHWAY 90 WITH COUNTY HIGHWAY N (EXIT 244) ABOUT 15 KM
 DF9955'EAST OF THE CITY OF MADISON, GO SOUTH ON COUNTY HIGHWAY N FOR 2.4 KM
 DF9955'TO COUNTY HIGHWAY BB, TURN LEFT AND GO EAST ON COUNTY HIGHWAY BB FOR
 DF9955'1.7 KM TO KENNEDY ROAD AND THE STATION ON THE LEFT.  THE STATION IS A
 DF9955'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9955'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9955'A DEPTH OF 2.4 M AND ABOUT 1 M ABOVE THE ROAD PAVEMENT.  THE STATION
 DF9955'IS 15.7 M EAST OF THE CENTERLINE OF KENNEDY ROAD, 53.6 M NORTH OF THE
 DF9955'CENTERLINE OF COUNTY HIGHWAY BB, 10.1 M EAST OF --SPEED LIMIT 35--
 DF9955'SIGN, AND 8.9 M SOUTHEAST OF THE TOP CENTER OF TELEPHONE PEDESTAL
 DF9955'--2070--. ---NOTE---THE STATION IS WEST, NORTH AND SOUTH OF THREE
 DF9955'WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9955'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DF9955'EXCEPT FOR A TREE TO THE SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE
 DF9955'HORIZON.
 DF9955
 DF9955                          STATION RECOVERY (2006)
 DF9955
 DF9955'RECOVERY NOTE BY US POWER SQUADRON 2006 (RB)
 DF9955'ONE WITNESS POST WAS DOWN ON THE GROUND AND BROKEN, LAYING IN TALL
 DF9955'GRASS BETWEEN THE MARK AND A FENCE.
 DF9955
 DF9955                          STATION RECOVERY (2007)
 DF9955
 DF9955'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9955'RECOVERED IN GOOD CONDITION.  NOTE-- TWO BROKEN WHITE PLASTIC WITNESS
 DF9955'POSTS HAVE BEEN REPLACED.
 DF9955
 DF9955                          STATION RECOVERY (2007)
 DF9955
 DF9955'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DSA)
 DF9955'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9953 ***********************************************************************
 DF9953  DESIGNATION -  2V15
 DF9953  PID         -  DF9953
 DF9953  STATE/COUNTY-  WI/DANE
 DF9953  COUNTRY     -  US
 DF9953  USGS QUAD   -  SUN PRAIRIE (2018)
 DF9953
 DF9953                         *CURRENT SURVEY CONTROL
 DF9953  ______________________________________________________________________
 DF9953* NAD 83(1986) POSITION- 43 07 34.9    (N) 089 11 54.3    (W)   HD_HELD2
 DF9953* NAVD 88 ORTHO HEIGHT -   276.784 (meters)      908.08  (feet) ADJUSTED
 DF9953  ______________________________________________________________________
 DF9953  GEOID HEIGHT    -        -34.568 (meters)                     GEOID18
 DF9953  DYNAMIC HEIGHT  -        276.709 (meters)      907.84  (feet) COMP
 DF9953  MODELED GRAVITY -    980,343.4   (mgal)                       NAVD 88
 DF9953
 DF9953  VERT ORDER      -  SECOND    CLASS I
 DF9953
 DF9953.The horizontal coordinates were established by autonomous hand held GPS
 DF9953.observations and have an estimated accuracy of +/- 10 meters.
 DF9953
 DF9953.The orthometric height was determined by differential leveling and
 DF9953.adjusted by the WI DEPT OF TRANSP
 DF9953.in May 2012.
 DF9953
 DF9953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9953.GEOID18 height accuracy estimate available here.
 DF9953
 DF9953.Click photographs - Photos may exist for this station.
 DF9953
 DF9953.The dynamic height is computed by dividing the NAVD 88
 DF9953.geopotential number by the normal gravity value computed on the
 DF9953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9953.degrees latitude (g = 980.6199 gals.).
 DF9953
 DF9953.The modeled gravity was interpolated from observed gravity values.
 DF9953
 DF9953;                    North         East    Units  Estimated Accuracy
 DF9953;SPC WI S     -   125,441.      665,223.      MT  (+/- 10 meters HH2 GPS)
 DF9953
 DF9953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2117577193(NAD 83)
 DF9953
 DF9953                          SUPERSEDED SURVEY CONTROL
 DF9953
 DF9953  NAVD 88 (04/20/07)  276.761  (m)          908.01   (f) SUPERSEDED  2 1
 DF9953  NAVD 88 (02/25/04)  276.725  (m)          907.89   (f) SUPERSEDED  2 1
 DF9953
 DF9953.Superseded values are not recommended for survey control.
 DF9953
 DF9953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9953.See file dsdata.pdf to determine how the superseded data were derived.
 DF9953
 DF9953_MARKER: DD = SURVEY DISK
 DF9953_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9953_SP_SET: ABUTMENT
 DF9953_STAMPING: 2V15 2002
 DF9953_MARK LOGO: WIDT
 DF9953_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9953+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2007
 DF9953
 DF9953  HISTORY     - Date     Condition        Report By
 DF9953  HISTORY     - 2001     MONUMENTED       WIDT
 DF9953  HISTORY     - 20061028 GOOD             USPSQD
 DF9953  HISTORY     - 20070409 GOOD             WIDT
 DF9953
 DF9953                          STATION DESCRIPTION
 DF9953
 DF9953'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9953'THE STATION IS LOCATED ABOUT 16 KM NORTHEAST OF MADISON, 7 KM SOUTH
 DF9953'OF SUN PRAIRIE AND 5 KM NORTH OF COTTAGE GROVE. OWNERSHIP--DANE
 DF9953'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DF9953'39 AND INTERSTATE HIGHWAY 90 WITH INTERSTATE HIGHWAY 94, ABOUT 8 KM
 DF9953'EAST OF THE CITY OF MADISON, GO EAST ON INTERSTATE HIGHWAY 94 FOR 7.2
 DF9953'KM TO COUNTY HIGHWAY N (EXIT 244), TURN LEFT AND GO NORTH ON COUNTY
 DF9953'HIGHWAY N FOR 1.8 KM TO BRIDGE --B-13-81-57-- OVER KOSHKONONG CREEK
 DF9953'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9953'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9953'IN THE TOP OF WEST END OF THE SOUTH CONCRETE BRIDGE ABUTMENT AND
 DF9953'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.    THE STATION IS 5.6 M WEST OF
 DF9953'THE CENTERLINE OF COUNTY HIGHWAY N, 22.0  M SOUTHEAST OF POWER POLE
 DF9953'--8-11-28 27/13--, AND 18 M NORTH OF A FIELD ENTRANCE. ---NOTE---THIS
 DF9953'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9953'ABOVE THE HORIZON.
 DF9953
 DF9953                          STATION RECOVERY (2006)
 DF9953
 DF9953'RECOVERY NOTE BY US POWER SQUADRON 2006 (RB)
 DF9953'ONE WITNESS POST WAS DOWN ON THE GROUND AND BROKEN, LAYING IN TALL
 DF9953'GRASS BETWEEN THE MARK AND A FENCE.
 DF9953
 DF9953                          STATION RECOVERY (2007)
 DF9953
 DF9953'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9953'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M
 DF9953'NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST.  NOTE-- THE BRIDGE IS
 DF9953'NUMBERED --B-13-81-57--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9952 ***********************************************************************
 DF9952  DESIGNATION -  2V16
 DF9952  PID         -  DF9952
 DF9952  STATE/COUNTY-  WI/DANE
 DF9952  COUNTRY     -  US
 DF9952  USGS QUAD   -  SUN PRAIRIE (2018)
 DF9952
 DF9952                         *CURRENT SURVEY CONTROL
 DF9952  ______________________________________________________________________
 DF9952* NAD 83(1986) POSITION- 43 08 22.9    (N) 089 12 21.0    (W)   HD_HELD2
 DF9952* NAVD 88 ORTHO HEIGHT -   279.995 (meters)      918.62  (feet) ADJUSTED
 DF9952  ______________________________________________________________________
 DF9952  GEOID HEIGHT    -        -34.595 (meters)                     GEOID18
 DF9952  DYNAMIC HEIGHT  -        279.919 (meters)      918.37  (feet) COMP
 DF9952  MODELED GRAVITY -    980,343.3   (mgal)                       NAVD 88
 DF9952
 DF9952  VERT ORDER      -  SECOND    CLASS I
 DF9952
 DF9952.The horizontal coordinates were established by autonomous hand held GPS
 DF9952.observations and have an estimated accuracy of +/- 10 meters.
 DF9952
 DF9952.The orthometric height was determined by differential leveling and
 DF9952.adjusted by the WI DEPT OF TRANSP
 DF9952.in May 2012.
 DF9952
 DF9952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9952.GEOID18 height accuracy estimate available here.
 DF9952
 DF9952.Click photographs - Photos may exist for this station.
 DF9952
 DF9952.The dynamic height is computed by dividing the NAVD 88
 DF9952.geopotential number by the normal gravity value computed on the
 DF9952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9952.degrees latitude (g = 980.6199 gals.).
 DF9952
 DF9952.The modeled gravity was interpolated from observed gravity values.
 DF9952
 DF9952;                    North         East    Units  Estimated Accuracy
 DF9952;SPC WI S     -   126,917.      664,606.      MT  (+/- 10 meters HH2 GPS)
 DF9952
 DF9952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2061178689(NAD 83)
 DF9952
 DF9952                          SUPERSEDED SURVEY CONTROL
 DF9952
 DF9952  NAVD 88 (04/20/07)  279.972  (m)          918.54   (f) SUPERSEDED  2 1
 DF9952  NAVD 88 (02/25/04)  279.936  (m)          918.42   (f) SUPERSEDED  2 1
 DF9952
 DF9952.Superseded values are not recommended for survey control.
 DF9952
 DF9952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9952.See file dsdata.pdf to determine how the superseded data were derived.
 DF9952
 DF9952_MARKER: DD = SURVEY DISK
 DF9952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9952_STAMPING: 2V16 2002
 DF9952_MARK LOGO: WIDT
 DF9952_PROJECTION: FLUSH
 DF9952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9952+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2011
 DF9952
 DF9952  HISTORY     - Date     Condition        Report By
 DF9952  HISTORY     - 2001     MONUMENTED       WIDT
 DF9952  HISTORY     - 20061028 GOOD             USPSQD
 DF9952  HISTORY     - 20110228 GOOD             INDIV
 DF9952
 DF9952                          STATION DESCRIPTION
 DF9952
 DF9952'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9952'THE STATION IS LOCATED ABOUT 11 KM WEST-SOUTHWEST OF MARSHALL, 7 KM
 DF9952'NORTH OF COTTAGE GROVE AND 5 KM SOUTH OF SUN PRAIRIE. OWNERSHIP--DANE
 DF9952'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH
 DF9952'STATE HIGHWAY 19 IN THE CITY OF SUN PRAIRIE, GO EAST ON STATE HIGHWAY
 DF9952'19 FOR 1.7 KM TO COUNTY HIGHWAY N, TURN RIGHT AND GO SOUTH, THEN EAST
 DF9952'ON STATE HIGHWAY 19 AND COUNTY HIGHWAY N FOR 1.0 KM TO WHER COUNTY
 DF9952'HIGHWAY N TURNS SOUTH AND STATE HIGHWAY 19 CONTINUES EAST, TURN RIGHT
 DF9952'AND GO SOUTH ON COUNTY HIGHWAY N FOR 4.2 KM TO COUNTY HIGHWAY T,
 DF9952'CONTINUE SOUTH ON COUNTY HIGHWAY N FOR 0.3 KM TO THE STATION ON THE
 DF9952'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9952'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9952'A 41-CM CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE
 DF9952'HIGHWAY PAVEMENT. THE STATION IS 10.1 M WEST-SOUTHWEST OF THE
 DF9952'CENTERLINE OF COUNTY HIGHWAY N, 44.8 M SOUTH OF A WOOD POST FOR A
 DF9952'--JUNCTION COUNTY T-- SIGN, 21.5 M NORTHWEST OF TELEPHONE PEDESTAL
 DF9952'--4438--, AND 5 M NORTH-NORTHEAST OF A CULTIVATED FIELD.
 DF9952'---NOTE---THE STATION IS SOUTH, NORTHEAST AND WEST-NORTHWEST OF THREE
 DF9952'WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF9952'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9952
 DF9952                          STATION RECOVERY (2006)
 DF9952
 DF9952'RECOVERY NOTE BY US POWER SQUADRON 2006 (RB)
 DF9952'RECOVERED IN GOOD CONDITION.
 DF9952
 DF9952                          STATION RECOVERY (2011)
 DF9952
 DF9952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (MEP)
 DF9952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9951 ***********************************************************************
 DF9951  DESIGNATION -  2V17
 DF9951  PID         -  DF9951
 DF9951  STATE/COUNTY-  WI/DANE
 DF9951  COUNTRY     -  US
 DF9951  USGS QUAD   -  SUN PRAIRIE (2018)
 DF9951
 DF9951                         *CURRENT SURVEY CONTROL
 DF9951  ______________________________________________________________________
 DF9951* NAD 83(1986) POSITION- 43 09 17.5    (N) 089 12 26.5    (W)   HD_HELD2
 DF9951* NAVD 88 ORTHO HEIGHT -   282.443 (meters)      926.65  (feet) ADJUSTED
 DF9951  ______________________________________________________________________
 DF9951  GEOID HEIGHT    -        -34.628 (meters)                     GEOID18
 DF9951  DYNAMIC HEIGHT  -        282.367 (meters)      926.40  (feet) COMP
 DF9951  MODELED GRAVITY -    980,343.1   (mgal)                       NAVD 88
 DF9951
 DF9951  VERT ORDER      -  SECOND    CLASS I
 DF9951
 DF9951.The horizontal coordinates were established by autonomous hand held GPS
 DF9951.observations and have an estimated accuracy of +/- 10 meters.
 DF9951
 DF9951.The orthometric height was determined by differential leveling and
 DF9951.adjusted by the WI DEPT OF TRANSP
 DF9951.in May 2012.
 DF9951
 DF9951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9951.GEOID18 height accuracy estimate available here.
 DF9951
 DF9951.Click photographs - Photos may exist for this station.
 DF9951
 DF9951.The dynamic height is computed by dividing the NAVD 88
 DF9951.geopotential number by the normal gravity value computed on the
 DF9951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9951.degrees latitude (g = 980.6199 gals.).
 DF9951
 DF9951.The modeled gravity was interpolated from observed gravity values.
 DF9951
 DF9951;                    North         East    Units  Estimated Accuracy
 DF9951;SPC WI S     -   128,600.      664,465.      MT  (+/- 10 meters HH2 GPS)
 DF9951
 DF9951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2053180377(NAD 83)
 DF9951
 DF9951                          SUPERSEDED SURVEY CONTROL
 DF9951
 DF9951  NAVD 88 (04/20/07)  282.421  (m)          926.58   (f) SUPERSEDED  2 1
 DF9951  NAVD 88 (02/25/04)  282.384  (m)          926.45   (f) SUPERSEDED  2 1
 DF9951
 DF9951.Superseded values are not recommended for survey control.
 DF9951
 DF9951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9951.See file dsdata.pdf to determine how the superseded data were derived.
 DF9951
 DF9951_MARKER: DD = SURVEY DISK
 DF9951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9951_STAMPING: 2V17 2002
 DF9951_MARK LOGO: WIDT
 DF9951_PROJECTION: FLUSH
 DF9951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9951+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 DF9951
 DF9951  HISTORY     - Date     Condition        Report By
 DF9951  HISTORY     - 2001     MONUMENTED       WIDT
 DF9951  HISTORY     - 20061028 GOOD             USPSQD
 DF9951
 DF9951                          STATION DESCRIPTION
 DF9951
 DF9951'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9951'THE STATION IS LOCATED ABOUT 11 KM WEST OF MARSHALL, 8 KM NORTH OF
 DF9951'COTTAGE GROVE AND 3 KM SOUTH OF SUN PRAIRIE.  OWNERSHIP--DANE COUNTY.
 DF9951'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DF9951'HIGHWAY 19 IN THE CITY OF SUN PRAIRIE, GO EAST ON STATE HIGHWAY 19
 DF9951'FOR 1.7 KM TO COUNTY HIGHWAY N, TURN RIGHT AND GO SOUTH, THEN EAST ON
 DF9951'STATE HIGHWAY 19 AND COUNTY HIGHWAY N FOR 1.0 KM TO WHERE COUNTY
 DF9951'HIGHWAY N TURNS TO THE SOUTH AND STATE HIGHWAY 19 CONTINUES EAST,
 DF9951'TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY N FOR 1.6 KM TO BAILEY
 DF9951'ROAD, CONTINUE SOUTH ON COUNTY HIGHWAY N FOR 1.3 KM TO THE STATION ON
 DF9951'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9951'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9951'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DF9951'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.4 M WEST OF THE
 DF9951'CENTERLINE OF COUNTY HIGHWAY N, 82 M NORTH OF THE EXTENDED CENTERLINE
 DF9951'OF PRIVATE ENTRANCES --5584, 5586, 5588, 5590, AND 5592 COUNTY
 DF9951'HIGHWAY N--, 43.8 M SOUTH OF TELEPHONE PEDESTAL --6892--, AND 4 M
 DF9951'EAST OF A CULTIVATED FIELD. ---NOTE---THE STATION IS EAST, SOUTHWEST
 DF9951'AND NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9951'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9951'ABOVE THE HORIZON.
 DF9951
 DF9951                          STATION RECOVERY (2006)
 DF9951
 DF9951'RECOVERY NOTE BY US POWER SQUADRON 2006 (RB)
 DF9951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9595 ***********************************************************************
 DF9595  DESIGNATION -  2W01
 DF9595  PID         -  DF9595
 DF9595  STATE/COUNTY-  WI/JEFFERSON
 DF9595  COUNTRY     -  US
 DF9595  USGS QUAD   -  OCONOMOWOC WEST (2018)
 DF9595
 DF9595                         *CURRENT SURVEY CONTROL
 DF9595  ______________________________________________________________________
 DF9595* NAD 83(1986) POSITION- 43 01 14.2    (N) 088 35 55.6    (W)   HD_HELD2
 DF9595* NAVD 88 ORTHO HEIGHT -   257.729 (meters)      845.57  (feet) ADJUSTED
 DF9595  ______________________________________________________________________
 DF9595  GEOID HEIGHT    -        -34.427 (meters)                     GEOID18
 DF9595  DYNAMIC HEIGHT  -        257.662 (meters)      845.35  (feet) COMP
 DF9595  MODELED GRAVITY -    980,353.8   (mgal)                       NAVD 88
 DF9595
 DF9595  VERT ORDER      -  SECOND    CLASS I
 DF9595
 DF9595.The horizontal coordinates were established by autonomous hand held GPS
 DF9595.observations and have an estimated accuracy of +/- 10 meters.
 DF9595
 DF9595.The orthometric height was determined by differential leveling and
 DF9595.adjusted by the WI DEPT OF TRANSP
 DF9595.in May 2012.
 DF9595
 DF9595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9595.GEOID18 height accuracy estimate available here.
 DF9595
 DF9595.Click photographs - Photos may exist for this station.
 DF9595
 DF9595.The dynamic height is computed by dividing the NAVD 88
 DF9595.geopotential number by the normal gravity value computed on the
 DF9595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9595.degrees latitude (g = 980.6199 gals.).
 DF9595
 DF9595.The modeled gravity was interpolated from observed gravity values.
 DF9595
 DF9595;                    North         East    Units  Estimated Accuracy
 DF9595;SPC WI S     -   114,340.      714,208.      MT  (+/- 10 meters HH2 GPS)
 DF9595
 DF9595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6972864343(NAD 83)
 DF9595
 DF9595                          SUPERSEDED SURVEY CONTROL
 DF9595
 DF9595  NAVD 88 (04/20/07)  257.706  (m)          845.49   (f) SUPERSEDED  2 1
 DF9595  NAVD 88 (02/25/04)  257.677  (m)          845.40   (f) SUPERSEDED  2 1
 DF9595
 DF9595.Superseded values are not recommended for survey control.
 DF9595
 DF9595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9595.See file dsdata.pdf to determine how the superseded data were derived.
 DF9595
 DF9595_MARKER: DD = SURVEY DISK
 DF9595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9595_STAMPING: 2W01 2002
 DF9595_MARK LOGO: WIDT
 DF9595_PROJECTION: FLUSH
 DF9595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9595+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 DF9595
 DF9595  HISTORY     - Date     Condition        Report By
 DF9595  HISTORY     - 2001     MONUMENTED       WIDT
 DF9595  HISTORY     - 20060920 GOOD             WIDT
 DF9595
 DF9595                          STATION DESCRIPTION
 DF9595
 DF9595'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9595'THE STATION IS LOCATED ABOUT 28 KM NORTHWEST OF MUKWONAGO, 17 KM EAST
 DF9595'OF JEFFERSON AND 1 KM NORTHWEST OF SULLIVAN.  OWNERSHIP--TOWN OF
 DF9595'CONCORD.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18
 DF9595'WITH STATE HIGHWAY 67 ABOUT 10 KM SOUTH OF THE CITY OF OCONOMOWOC, GO
 DF9595'WEST ON US HIGHWAY 18 FOR 10.3 KM TO COUNTY HIGHWAY F NORTH ON THE
 DF9595'RIGHT, CONTINUE WEST ON US HIGHWAY 18 FOR 1.0 KM TO BAKERTOWN DRIVE,
 DF9595'IN THE VILLAGE OF SULLIVAN, ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DF9595'BAKERTOWN DRIVE FOR 1.3 KM TO THE STATION ON THE RIGHT.  THE STATION
 DF9595'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9595'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9595'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DF9595'STATION IS 5.9 M NORTHEAST OF THE CENTERLINE OF BAKERTOWN DRIVE, 143
 DF9595'M NORTHWEST OF THE EAST END OF THE NORTH ABUTMENT OF A BRIDGE OVER
 DF9595'DUCK CREEK, 30.4 M NORTH OF TELEPHONE POLE --98-14900--, 29.4 M
 DF9595'NORTH-NORTHWEST OF WOOD POST FOR --CURVE REDUCE SPEED AHEAD-- SIGN,
 DF9595'29 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N4941--,
 DF9595'AND 15.7 M SOUTHEAST OF THE NORTH END OF A 1.5 M CORRUGATED METAL
 DF9595'CULVERT PIPE. ---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF THREE
 DF9595'WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION IS NOT SUITABLE
 DF9595'FOR GPS OBSERVATIONS DUE TO TREES TO THE SOUTH AND SOUTHEAST
 DF9595'EXTENDING ABOVE 45 DEGREES ABOVE THE HORIZON.
 DF9595
 DF9595                          STATION RECOVERY (2006)
 DF9595
 DF9595'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9596 ***********************************************************************
 DF9596  DESIGNATION -  2W02
 DF9596  PID         -  DF9596
 DF9596  STATE/COUNTY-  WI/JEFFERSON
 DF9596  COUNTRY     -  US
 DF9596  USGS QUAD   -  OCONOMOWOC WEST (2018)
 DF9596
 DF9596                         *CURRENT SURVEY CONTROL
 DF9596  ______________________________________________________________________
 DF9596* NAD 83(1986) POSITION- 43 02 01.60   (N) 088 36 26.35   (W)   HD_HELD1
 DF9596* NAVD 88 ORTHO HEIGHT -   266.294 (meters)      873.67  (feet) ADJUSTED
 DF9596  ______________________________________________________________________
 DF9596  GEOID HEIGHT    -        -34.443 (meters)                     GEOID18
 DF9596  DYNAMIC HEIGHT  -        266.225 (meters)      873.44  (feet) COMP
 DF9596  MODELED GRAVITY -    980,354.5   (mgal)                       NAVD 88
 DF9596
 DF9596  VERT ORDER      -  SECOND    CLASS I
 DF9596
 DF9596.The horizontal coordinates were determined by differentially corrected
 DF9596.hand held GPS observations or other comparable positioning techniques
 DF9596.and have an estimated accuracy of +/- 3 meters.
 DF9596
 DF9596.The orthometric height was determined by differential leveling and
 DF9596.adjusted by the WI DEPT OF TRANSP
 DF9596.in May 2012.
 DF9596
 DF9596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9596.GEOID18 height accuracy estimate available here.
 DF9596
 DF9596.Click photographs - Photos may exist for this station.
 DF9596
 DF9596.The dynamic height is computed by dividing the NAVD 88
 DF9596.geopotential number by the normal gravity value computed on the
 DF9596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9596.degrees latitude (g = 980.6199 gals.).
 DF9596
 DF9596.The modeled gravity was interpolated from observed gravity values.
 DF9596
 DF9596;                    North         East    Units  Estimated Accuracy
 DF9596;SPC WI S     -   115,790.5     713,487.7     MT  (+/- 3 meters HH1 GPS) 
 DF9596
 DF9596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6906065819(NAD 83)
 DF9596
 DF9596                          SUPERSEDED SURVEY CONTROL
 DF9596
 DF9596  NAVD 88 (04/20/07)  266.270  (m)          873.59   (f) SUPERSEDED  2 1
 DF9596  NAVD 88 (02/25/04)  266.240  (m)          873.49   (f) SUPERSEDED  2 1
 DF9596
 DF9596.Superseded values are not recommended for survey control.
 DF9596
 DF9596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9596.See file dsdata.pdf to determine how the superseded data were derived.
 DF9596
 DF9596_MARKER: DD = SURVEY DISK
 DF9596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9596_STAMPING: 2W02 2002
 DF9596_MARK LOGO: WIDT
 DF9596_PROJECTION: FLUSH
 DF9596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9596+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 DF9596
 DF9596  HISTORY     - Date     Condition        Report By
 DF9596  HISTORY     - 2001     MONUMENTED       WIDT
 DF9596  HISTORY     - 20060920 GOOD             WIDT
 DF9596
 DF9596                          STATION DESCRIPTION
 DF9596
 DF9596'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9596'THE STATION IS LOCATED ABOUT 38 KM EAST OF DEERFIELD, 17 KM NORTHEAST
 DF9596'OF JEFFERSON AND 15 KM SOUTHEAST OF JOHNSON CREEK. OWNERSHIP--TOWN OF
 DF9596'CONCORD. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH
 DF9596'STATE HIGHWAY 67 ABOUT 10 KM SOUTH OF THE CITY OF OCONOMOWOC, GO WEST
 DF9596'ON US HIGHWAY 18 FOR 10.3 KM TO COUNTY HIGHWAY F NORTH ON THE RIGHT,
 DF9596'CONTINUE WEST ON US HIGHWAY 18 FOR 1.0 KM TO BAKERTOWN DRIVE ON THE
 DF9596'RIGHT IN THE VILLAGE OF SULLIVAN, TURN RIGHT AND GO NORTH ON
 DF9596'BAKERTOWN DRIVE FOR 4.0 KM TO THE STATION ON THE LEFT.  THE STATION
 DF9596'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9596'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9596'SET TO THE DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE
 DF9596'STATION IS 7.8 M WEST OF THE CENTERLINE OF BAKERTOWN DRIVE, 119 M
 DF9596'NORTH OF ROCKY LANE, 39.6 NORTHWEST OF POWER POLE --98-14910--, 39.1
 DF9596'M SOUTHWEST OF POWER POLE ----98-14911--, AND 1 M EAST OF A
 DF9596'CULTIVATED FIELD. ---NOTE---THE STATION IS WEST, NORTH AND SOUTH OF
 DF9596'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9596'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9596'HORIZON.
 DF9596
 DF9596                          STATION RECOVERY (2006)
 DF9596
 DF9596'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9596'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.30 MILE SOUTH OF
 DF9596'SUNNY SIDE DRIVE, 32.9 M SOUTHWEST OF A --LEFT CURVE AHEAD-- WOOD SIGN
 DF9596'POST, AND 25.5 M NORTHWEST OF A --SPEED LIMIT 45-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9597 ***********************************************************************
 DF9597  DESIGNATION -  2W03
 DF9597  PID         -  DF9597
 DF9597  STATE/COUNTY-  WI/JEFFERSON
 DF9597  COUNTRY     -  US
 DF9597  USGS QUAD   -  OCONOMOWOC WEST (2018)
 DF9597
 DF9597                         *CURRENT SURVEY CONTROL
 DF9597  ______________________________________________________________________
 DF9597* NAD 83(1986) POSITION- 43 03 03.4    (N) 088 36 29.8    (W)   HD_HELD2
 DF9597* NAVD 88 ORTHO HEIGHT -   260.227 (meters)      853.76  (feet) ADJUSTED
 DF9597  ______________________________________________________________________
 DF9597  GEOID HEIGHT    -        -34.468 (meters)                     GEOID18
 DF9597  DYNAMIC HEIGHT  -        260.160 (meters)      853.54  (feet) COMP
 DF9597  MODELED GRAVITY -    980,355.4   (mgal)                       NAVD 88
 DF9597
 DF9597  VERT ORDER      -  SECOND    CLASS I
 DF9597
 DF9597.The horizontal coordinates were established by autonomous hand held GPS
 DF9597.observations and have an estimated accuracy of +/- 10 meters.
 DF9597
 DF9597.The orthometric height was determined by differential leveling and
 DF9597.adjusted by the WI DEPT OF TRANSP
 DF9597.in May 2012.
 DF9597
 DF9597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9597.GEOID18 height accuracy estimate available here.
 DF9597
 DF9597.Click photographs - Photos may exist for this station.
 DF9597
 DF9597.The dynamic height is computed by dividing the NAVD 88
 DF9597.geopotential number by the normal gravity value computed on the
 DF9597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9597.degrees latitude (g = 980.6199 gals.).
 DF9597
 DF9597.The modeled gravity was interpolated from observed gravity values.
 DF9597
 DF9597;                    North         East    Units  Estimated Accuracy
 DF9597;SPC WI S     -   117,696.      713,378.      MT  (+/- 10 meters HH2 GPS)
 DF9597
 DF9597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6901967727(NAD 83)
 DF9597
 DF9597                          SUPERSEDED SURVEY CONTROL
 DF9597
 DF9597  NAVD 88 (04/20/07)  260.203  (m)          853.68   (f) SUPERSEDED  2 1
 DF9597  NAVD 88 (02/25/04)  260.173  (m)          853.58   (f) SUPERSEDED  2 1
 DF9597
 DF9597.Superseded values are not recommended for survey control.
 DF9597
 DF9597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9597.See file dsdata.pdf to determine how the superseded data were derived.
 DF9597
 DF9597_MARKER: DD = SURVEY DISK
 DF9597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9597_STAMPING: 2W03 2002
 DF9597_MARK LOGO: WIDT
 DF9597_PROJECTION: FLUSH
 DF9597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9597+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 DF9597
 DF9597  HISTORY     - Date     Condition        Report By
 DF9597  HISTORY     - 2001     MONUMENTED       WIDT
 DF9597  HISTORY     - 20060920 GOOD             WIDT
 DF9597
 DF9597                          STATION DESCRIPTION
 DF9597
 DF9597'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9597'THIS STATION IS LOCATED ABOUT 31 KM WEST-NORTHWEST OF WAUKESHA, 23 KM
 DF9597'NORTHEAST OF FORT ATKINSON AND 11 KM SOUTHWEST OF OCONOMOWOC.
 DF9597'OWNERSHIP--TOWN OF CONCORD.  TO REACH THE STATION FROM THE JUNCTION
 DF9597'OF INTERSTATE 94 WITH COUNTY HIGHWAY F (EXIT 275) ABOUT 9 KM
 DF9597'SOUTHWEST OF THE CITY OF OCONOMOWOC, GO SOUTHWEST ON COUNTY HIGHWAY F
 DF9597'FOR 1.0 KM TO HICKORY HILL DRIVE ON THE RIGHT, TURN RIGHT AND GO
 DF9597'SOUTHWEST ON HICKORY HILL DRIVE FOR 0.2 KM TO MILL ROAD ON THE RIGHT,
 DF9597'TURN RIGHT AND GO WEST THEN SOUTH ON MILL ROAD FOR 1.3 KM TO THE
 DF9597'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9597'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9597'A 41-CM DIAMETER CONCRETE POST SET TO THE DEPTH OF 2.4 M AND ABOUT
 DF9597'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.8 M EAST-NORTHEAST OF
 DF9597'THE CENTERLINE OF MILL ROAD, 0.6 KM NORTH OF PRIVATE ENTERANCE
 DF9597'--N5601--, 13.4 M EAST-NORTHEAST OF A WOOD POST FOR A --CURVE RIGHT--
 DF9597'SIGN, AND 6 M SOUTHWEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION
 DF9597'IS NORTHWEST AND SOUTHEAST OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9597'---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DF9597'TREES DIRECTLY OVERHEAD.
 DF9597
 DF9597                          STATION RECOVERY (2006)
 DF9597
 DF9597'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9597'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.12 MILE SOUTHEAST
 DF9597'OF OCONOMOWOC SPORTSMAN S CLUB AT --N5799--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9598 ***********************************************************************
 DF9598  DESIGNATION -  2W04
 DF9598  PID         -  DF9598
 DF9598  STATE/COUNTY-  WI/JEFFERSON
 DF9598  COUNTRY     -  US
 DF9598  USGS QUAD   -  OCONOMOWOC WEST (2018)
 DF9598
 DF9598                         *CURRENT SURVEY CONTROL
 DF9598  ______________________________________________________________________
 DF9598* NAD 83(1986) POSITION- 43 03 38.10   (N) 088 36 00.74   (W)   HD_HELD1
 DF9598* NAVD 88 ORTHO HEIGHT -   265.118 (meters)      869.81  (feet) ADJUSTED
 DF9598  ______________________________________________________________________
 DF9598  GEOID HEIGHT    -        -34.484 (meters)                     GEOID18
 DF9598  DYNAMIC HEIGHT  -        265.050 (meters)      869.58  (feet) COMP
 DF9598  MODELED GRAVITY -    980,355.8   (mgal)                       NAVD 88
 DF9598
 DF9598  VERT ORDER      -  SECOND    CLASS I
 DF9598
 DF9598.The horizontal coordinates were determined by differentially corrected
 DF9598.hand held GPS observations or other comparable positioning techniques
 DF9598.and have an estimated accuracy of +/- 3 meters.
 DF9598
 DF9598.The orthometric height was determined by differential leveling and
 DF9598.adjusted by the WI DEPT OF TRANSP
 DF9598.in May 2012.
 DF9598
 DF9598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9598.GEOID18 height accuracy estimate available here.
 DF9598
 DF9598.Click photographs - Photos may exist for this station.
 DF9598
 DF9598.The dynamic height is computed by dividing the NAVD 88
 DF9598.geopotential number by the normal gravity value computed on the
 DF9598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9598.degrees latitude (g = 980.6199 gals.).
 DF9598
 DF9598.The modeled gravity was interpolated from observed gravity values.
 DF9598
 DF9598;                    North         East    Units  Estimated Accuracy
 DF9598;SPC WI S     -   118,777.6     714,017.3     MT  (+/- 3 meters HH1 GPS) 
 DF9598
 DF9598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6969668785(NAD 83)
 DF9598
 DF9598                          SUPERSEDED SURVEY CONTROL
 DF9598
 DF9598  NAVD 88 (04/20/07)  265.094  (m)          869.73   (f) SUPERSEDED  2 1
 DF9598  NAVD 88 (02/25/04)  265.063  (m)          869.63   (f) SUPERSEDED  2 1
 DF9598
 DF9598.Superseded values are not recommended for survey control.
 DF9598
 DF9598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9598.See file dsdata.pdf to determine how the superseded data were derived.
 DF9598
 DF9598_MARKER: DD = SURVEY DISK
 DF9598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9598_STAMPING: 2W04 2002
 DF9598_MARK LOGO: WIDT
 DF9598_PROJECTION: FLUSH
 DF9598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9598+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9598
 DF9598  HISTORY     - Date     Condition        Report By
 DF9598  HISTORY     - 2001     MONUMENTED       WIDT
 DF9598  HISTORY     - 20060924 GOOD             USPSQD
 DF9598
 DF9598                          STATION DESCRIPTION
 DF9598
 DF9598'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9598'THE STATION IS LOCATED ABOUT 30 KM WEST-NORTHWEST OF WAUKESHA, 24 KM
 DF9598'NORTHEAST OF FORT ATKINSON AND 10 KM SOUTHWEST OF OCONOMOWOC.
 DF9598'OWNERSHIP--JEFFERSON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9598'OF INTERSTATE 94 WITH COUNTY HIGHWAY F (EXIT 275) ABOUT 9 KM
 DF9598'SOUTHWEST OF THE CITY OF OCONOMOWOC, GO SOUTHWEST ON COUNTY HIGHWAY F
 DF9598'FOR 1.0 KM TO COUNTY HIGHWAY B, CONTINUE SOUTHWEST ON COUNTY HIGHWAY
 DF9598'F FOR 1.0 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9598'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9598'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9598'THE DEPTH OF 2.0 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9598'STATION IS 10.0 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY F, 69 M
 DF9598'SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTERANCE --N6040--, 22.5
 DF9598'M WEST-NORTHWEST OF POWER POLE --88-08956  40-5--, 23 M NORTH OF
 DF9598'EXTENDED CENTER LINE FOR PRIVATE ENTERANCE --N6016--, AND 1 M EAST OF
 DF9598'A CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, SOUTH AND WEST
 DF9598'OF THREE WHTIE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9598'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9598'HORIZON.
 DF9598
 DF9598                          STATION RECOVERY (2006)
 DF9598
 DF9598'RECOVERY NOTE BY US POWER SQUADRON 2006 (TMS)
 DF9598'THE STATION IS ON THE WEST SIDE OF COUNTY HIGHWAY F, APPROXIMATELY 1/2
 DF9598'MILE SOUTH OF THE INTERSECTION OF COUNTY HIGHWAYS B AND E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9600 ***********************************************************************
 DF9600  DESIGNATION -  2W05
 DF9600  PID         -  DF9600
 DF9600  STATE/COUNTY-  WI/JEFFERSON
 DF9600  COUNTRY     -  US
 DF9600  USGS QUAD   -  OCONOMOWOC WEST (2018)
 DF9600
 DF9600                         *CURRENT SURVEY CONTROL
 DF9600  ______________________________________________________________________
 DF9600* NAD 83(1986) POSITION- 43 05 32.42   (N) 088 34 47.53   (W)   HD_HELD1
 DF9600* NAVD 88 ORTHO HEIGHT -   263.350 (meters)      864.01  (feet) ADJUSTED
 DF9600  ______________________________________________________________________
 DF9600  GEOID HEIGHT    -        -34.538 (meters)                     GEOID18
 DF9600  DYNAMIC HEIGHT  -        263.283 (meters)      863.79  (feet) COMP
 DF9600  MODELED GRAVITY -    980,357.4   (mgal)                       NAVD 88
 DF9600
 DF9600  VERT ORDER      -  SECOND    CLASS I
 DF9600
 DF9600.The horizontal coordinates were determined by differentially corrected
 DF9600.hand held GPS observations or other comparable positioning techniques
 DF9600.and have an estimated accuracy of +/- 3 meters.
 DF9600
 DF9600.The orthometric height was determined by differential leveling and
 DF9600.adjusted by the WI DEPT OF TRANSP
 DF9600.in May 2012.
 DF9600
 DF9600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9600.GEOID18 height accuracy estimate available here.
 DF9600
 DF9600.Click photographs - Photos may exist for this station.
 DF9600
 DF9600.The dynamic height is computed by dividing the NAVD 88
 DF9600.geopotential number by the normal gravity value computed on the
 DF9600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9600.degrees latitude (g = 980.6199 gals.).
 DF9600
 DF9600.The modeled gravity was interpolated from observed gravity values.
 DF9600
 DF9600;                    North         East    Units  Estimated Accuracy
 DF9600;SPC WI S     -   122,332.8     715,613.5     MT  (+/- 3 meters HH1 GPS) 
 DF9600
 DF9600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7141972280(NAD 83)
 DF9600
 DF9600                          SUPERSEDED SURVEY CONTROL
 DF9600
 DF9600  NAVD 88 (04/20/07)  263.326  (m)          863.93   (f) SUPERSEDED  2 1
 DF9600  NAVD 88 (02/25/04)  263.292  (m)          863.82   (f) SUPERSEDED  2 1
 DF9600
 DF9600.Superseded values are not recommended for survey control.
 DF9600
 DF9600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9600.See file dsdata.pdf to determine how the superseded data were derived.
 DF9600
 DF9600_MARKER: DD = SURVEY DISK
 DF9600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9600_STAMPING: 2W05 2002
 DF9600_MARK LOGO: WIDT
 DF9600_PROJECTION: FLUSH
 DF9600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9600+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 DF9600
 DF9600  HISTORY     - Date     Condition        Report By
 DF9600  HISTORY     - 2001     MONUMENTED       WIDT
 DF9600  HISTORY     - 20060911 GOOD             WIDT
 DF9600
 DF9600                          STATION DESCRIPTION
 DF9600
 DF9600'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9600'THE STATION IS LOCATED ABOUT 30 KM NORTHWEST OF WAUKESHA, 17 KM
 DF9600'SOUTHEAST OF WATERTOWN AND 7 KM SOUTHWEST OF OCONOMOWOC.
 DF9600'OWNERSHIP--JEFFERSON COUNTY. TO REACH THE STATION FROM THE JUNCTION
 DF9600'OF INTERSTATE 94 WITH COUNTY HIGHWAY F (EXIT 275) ABOUT 9 KM
 DF9600'SOUTHWEST OF THE CITY OF OCONOMOWOC, GO NORTH ON COUNTY HIGHWAY F FOR
 DF9600'2.3 KM TO ALLEN ROAD ON THE RIGHT, CONTINUE NORTH ON COUNTY HIGHWAY F
 DF9600'FOR 0.1 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9600'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9600'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9600'A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT. THE
 DF9600'STATION IS 10.1 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY F, 93 M
 DF9600'NORTH OF EXTENTED CENTERLINE OF ALLEN ROAD, 44.2 M NORTHWEST OF POWER
 DF9600'POLE --86-01045 40-1--, 38.8 M SOUTH-SOUTHWEST OF POWER POLE
 DF9600'--86-01044 40-1--, AND 37.3 M SOUTH-SOUTHEAST OF A SUPPORT POLE FOR
 DF9600'POWER POLE --86-00127 30-5--.  ---NOTE---THE STATION IS NORTH, SOUTH
 DF9600'AND EAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9600'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9600'ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE SOUTHEAST EXTENDING
 DF9600'TO 20 DEGREES AND A POWER POLE TO THE NORTHEAST EXTENDING TO 20
 DF9600'DEGREES.
 DF9600
 DF9600                          STATION RECOVERY (2006)
 DF9600
 DF9600'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9600'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9601 ***********************************************************************
 DF9601  DESIGNATION -  2W06
 DF9601  PID         -  DF9601
 DF9601  STATE/COUNTY-  WI/JEFFERSON
 DF9601  COUNTRY     -  US
 DF9601  USGS QUAD   -  OCONOMOWOC WEST (2018)
 DF9601
 DF9601                         *CURRENT SURVEY CONTROL
 DF9601  ______________________________________________________________________
 DF9601* NAD 83(1986) POSITION- 43 06 29.32   (N) 088 35 15.03   (W)   HD_HELD1
 DF9601* NAVD 88 ORTHO HEIGHT -   260.029 (meters)      853.11  (feet) ADJUSTED
 DF9601  ______________________________________________________________________
 DF9601  GEOID HEIGHT    -        -34.561 (meters)                     GEOID18
 DF9601  DYNAMIC HEIGHT  -        259.963 (meters)      852.90  (feet) COMP
 DF9601  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 DF9601
 DF9601  VERT ORDER      -  SECOND    CLASS I
 DF9601
 DF9601.The horizontal coordinates were determined by differentially corrected
 DF9601.hand held GPS observations or other comparable positioning techniques
 DF9601.and have an estimated accuracy of +/- 3 meters.
 DF9601
 DF9601.The orthometric height was determined by differential leveling and
 DF9601.adjusted by the WI DEPT OF TRANSP
 DF9601.in May 2012.
 DF9601
 DF9601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9601.GEOID18 height accuracy estimate available here.
 DF9601
 DF9601.Click photographs - Photos may exist for this station.
 DF9601
 DF9601.The dynamic height is computed by dividing the NAVD 88
 DF9601.geopotential number by the normal gravity value computed on the
 DF9601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9601.degrees latitude (g = 980.6199 gals.).
 DF9601
 DF9601.The modeled gravity was interpolated from observed gravity values.
 DF9601
 DF9601;                    North         East    Units  Estimated Accuracy
 DF9601;SPC WI S     -   124,077.8     714,962.0     MT  (+/- 3 meters HH1 GPS) 
 DF9601
 DF9601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7083074047(NAD 83)
 DF9601
 DF9601                          SUPERSEDED SURVEY CONTROL
 DF9601
 DF9601  NAVD 88 (04/20/07)  260.005  (m)          853.03   (f) SUPERSEDED  2 1
 DF9601  NAVD 88 (02/25/04)  259.970  (m)          852.92   (f) SUPERSEDED  2 1
 DF9601
 DF9601.Superseded values are not recommended for survey control.
 DF9601
 DF9601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9601.See file dsdata.pdf to determine how the superseded data were derived.
 DF9601
 DF9601_MARKER: DD = SURVEY DISK
 DF9601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9601_STAMPING: 2W06 2002
 DF9601_MARK LOGO: WIDT
 DF9601_PROJECTION: FLUSH
 DF9601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9601+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 DF9601
 DF9601  HISTORY     - Date     Condition        Report By
 DF9601  HISTORY     - 2001     MONUMENTED       WIDT
 DF9601  HISTORY     - 20060911 GOOD             WIDT
 DF9601
 DF9601                          STATION DESCRIPTION
 DF9601
 DF9601'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9601'THE STATION IS LOCATED ABOUT 15 KM SOUTHEAST OF WATERTOWN, 7 KM WEST
 DF9601'OF OCONOMOWOC AND 4 KM SOUTH OF IXONIA.  OWNERSHIP--TOWN OF CONCORD.
 DF9601'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DF9601'COUNTY HIGHWAY F (EXIT 275) ABOUT 9 KM SOUTHWEST OF THE CITY OF
 DF9601'OCONOMOWOC, GO NORTH ON COUNTY HIGHWAY F FOR 4.4 KM NORTH SIDE DRIVE
 DF9601'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9601'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9601'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO THE DEPTH OF 2.4
 DF9601'M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.6 M
 DF9601'SOUTHEAST OF THE CENTERLINE OF NORTH SIDE DRIVE, 36.8 M
 DF9601'SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY F, 33.4 M
 DF9601'NORTHEAST OF POWER POLE --86-00828 30-5, 32.2 M SOUTH-SOUTHEAST OF
 DF9601'POWER POLE --86-00826 45-5--, AND 24.3 M SOUTHWEST OF A WOOD POST FOR
 DF9601'A --STOP SIGN--.  ---NOTE---THE STATION IS SOUTHWEST, NORTHEAST AND
 DF9601'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9601'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9601'ABOVE THE HORIZON.
 DF9601
 DF9601                          STATION RECOVERY (2006)
 DF9601
 DF9601'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9601'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- FROM
 DF9601'THE JUNCTION OF STATE HIGHWAY 16 WITH COUNTY HIGHWAY F (AMERICAN
 DF9601'STREET) ON THE NORTH SIDE OF THE COMMUNITY OF IXONIA, GO SOUTH ON
 DF9601'COUNTY HIGHWAY F FOR 2.7 MILES TO NORTH SIDE DRIVE RIGHT, TURN RIGHT
 DF9601'AND GO WEST ON NORTH SIDE DRIVE FOR 37 M TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9602 ***********************************************************************
 DF9602  DESIGNATION -  2W07
 DF9602  PID         -  DF9602
 DF9602  STATE/COUNTY-  WI/JEFFERSON
 DF9602  COUNTRY     -  US
 DF9602  USGS QUAD   -  OCONOMOWOC WEST (2018)
 DF9602
 DF9602                         *CURRENT SURVEY CONTROL
 DF9602  ______________________________________________________________________
 DF9602* NAD 83(1986) POSITION- 43 07 19.4    (N) 088 35 34.7    (W)   HD_HELD2
 DF9602* NAVD 88 ORTHO HEIGHT -   262.453 (meters)      861.06  (feet) ADJUSTED
 DF9602  ______________________________________________________________________
 DF9602  GEOID HEIGHT    -        -34.582 (meters)                     GEOID18
 DF9602  DYNAMIC HEIGHT  -        262.386 (meters)      860.84  (feet) COMP
 DF9602  MODELED GRAVITY -    980,359.3   (mgal)                       NAVD 88
 DF9602
 DF9602  VERT ORDER      -  SECOND    CLASS I
 DF9602
 DF9602.The horizontal coordinates were established by autonomous hand held GPS
 DF9602.observations and have an estimated accuracy of +/- 10 meters.
 DF9602
 DF9602.The orthometric height was determined by differential leveling and
 DF9602.adjusted by the WI DEPT OF TRANSP
 DF9602.in May 2012.
 DF9602
 DF9602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9602.GEOID18 height accuracy estimate available here.
 DF9602
 DF9602.Click photographs - Photos may exist for this station.
 DF9602
 DF9602.The dynamic height is computed by dividing the NAVD 88
 DF9602.geopotential number by the normal gravity value computed on the
 DF9602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9602.degrees latitude (g = 980.6199 gals.).
 DF9602
 DF9602.The modeled gravity was interpolated from observed gravity values.
 DF9602
 DF9602;                    North         East    Units  Estimated Accuracy
 DF9602;SPC WI S     -   125,615.      714,491.      MT  (+/- 10 meters HH2 GPS)
 DF9602
 DF9602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7041575600(NAD 83)
 DF9602
 DF9602                          SUPERSEDED SURVEY CONTROL
 DF9602
 DF9602  NAVD 88 (04/20/07)  262.429  (m)          860.99   (f) SUPERSEDED  2 1
 DF9602  NAVD 88 (02/25/04)  262.393  (m)          860.87   (f) SUPERSEDED  2 1
 DF9602
 DF9602.Superseded values are not recommended for survey control.
 DF9602
 DF9602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9602.See file dsdata.pdf to determine how the superseded data were derived.
 DF9602
 DF9602_MARKER: DD = SURVEY DISK
 DF9602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9602_STAMPING: 2W07 2002
 DF9602_MARK LOGO: WIDT
 DF9602_PROJECTION: FLUSH
 DF9602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9602+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 DF9602
 DF9602  HISTORY     - Date     Condition        Report By
 DF9602  HISTORY     - 2001     MONUMENTED       WIDT
 DF9602  HISTORY     - 20060911 GOOD             WIDT
 DF9602
 DF9602                          STATION DESCRIPTION
 DF9602
 DF9602'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9602'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF WATERTOWN, 8 KM
 DF9602'WEST-NORTHWEST OF OCONOMOWOC AND 2 KM SOUTH OF IXONIA.  OWNERSHIP
 DF9602'--JEFFERSON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9602'INTERSTATE HIGHWAY 94 WITH COUNTY HIGHWAY F (EXIT 275) ABOUT 9 KM
 DF9602'SOUTHWEST OF THE CITY OF OCONOMOWOC, GO NORTH ON COUNTY HIGHWAY F FOR
 DF9602'4.4 KM TO NORTH SIDE DRIVE ON THE LEFT, CONTINUE NORTH ON COUNTY
 DF9602'HIGHWAY F FOR 1.6 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9602'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9602'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9602'A DEPTH OF 2.4 M AND ABOUT 0.5 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DF9602'STATION IS 14.9 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY F, 88.2 M
 DF9602'SOUTH OF THE CENTERLINE OF ROCKVALE ROAD, 56.0 M NORTHEAST OF POWER
 DF9602'POLE --86-00833  40-5  100K  SK--, 34.6 M EAST-SOUTHEST OF POWER POLE
 DF9602'--86-00834  50-4--, AND 1 M WEST OF A CULTIVATED FIELD. ---NOTE---THE
 DF9602'STATION IS NORTH, SOUTH AND EAST OF THREE WHITE PLASTIC WITNESS
 DF9602'POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9602'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9602
 DF9602                          STATION RECOVERY (2006)
 DF9602
 DF9602'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9602'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- FROM
 DF9602'THE JUNCTION OF STATE HIGHWAY 16 WITH COUNTY HIGHWAY F (AMERICAN
 DF9602'STREET) ON THE NORTH SIDE OF THE COMMUNITY OF IXONIA, GO SOUTH ON
 DF9602'COUNTY HIGHWAY F FOR 1.6 MILES TO ROCKVILLE ROAD, CONTINUE SOUTH ON
 DF9602'COUNTY HIGHWAY F FOR 88 M TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9603 ***********************************************************************
 DF9603  DESIGNATION -  2W08
 DF9603  PID         -  DF9603
 DF9603  STATE/COUNTY-  WI/JEFFERSON
 DF9603  COUNTRY     -  US
 DF9603  USGS QUAD   -  IXONIA (2018)
 DF9603
 DF9603                         *CURRENT SURVEY CONTROL
 DF9603  ______________________________________________________________________
 DF9603* NAD 83(1986) POSITION- 43 08 20.49   (N) 088 35 32.37   (W)   HD_HELD1
 DF9603* NAVD 88 ORTHO HEIGHT -   262.773 (meters)      862.11  (feet) ADJUSTED
 DF9603  ______________________________________________________________________
 DF9603  GEOID HEIGHT    -        -34.610 (meters)                     GEOID18
 DF9603  DYNAMIC HEIGHT  -        262.707 (meters)      861.90  (feet) COMP
 DF9603  MODELED GRAVITY -    980,360.5   (mgal)                       NAVD 88
 DF9603
 DF9603  VERT ORDER      -  SECOND    CLASS I
 DF9603
 DF9603.The horizontal coordinates were determined by differentially corrected
 DF9603.hand held GPS observations or other comparable positioning techniques
 DF9603.and have an estimated accuracy of +/- 3 meters.
 DF9603
 DF9603.The orthometric height was determined by differential leveling and
 DF9603.adjusted by the WI DEPT OF TRANSP
 DF9603.in May 2012.
 DF9603
 DF9603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9603.GEOID18 height accuracy estimate available here.
 DF9603
 DF9603.Click photographs - Photos may exist for this station.
 DF9603
 DF9603.The dynamic height is computed by dividing the NAVD 88
 DF9603.geopotential number by the normal gravity value computed on the
 DF9603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9603.degrees latitude (g = 980.6199 gals.).
 DF9603
 DF9603.The modeled gravity was interpolated from observed gravity values.
 DF9603
 DF9603;                    North         East    Units  Estimated Accuracy
 DF9603;SPC WI S     -   127,501.2     714,512.1     MT  (+/- 3 meters HH1 GPS) 
 DF9603
 DF9603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7050477484(NAD 83)
 DF9603
 DF9603                          SUPERSEDED SURVEY CONTROL
 DF9603
 DF9603  NAVD 88 (04/20/07)  262.749  (m)          862.04   (f) SUPERSEDED  2 1
 DF9603  NAVD 88 (02/25/04)  262.713  (m)          861.92   (f) SUPERSEDED  2 1
 DF9603
 DF9603.Superseded values are not recommended for survey control.
 DF9603
 DF9603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9603.See file dsdata.pdf to determine how the superseded data were derived.
 DF9603
 DF9603_MARKER: DD = SURVEY DISK
 DF9603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9603_STAMPING: 2W08 2002
 DF9603_MARK LOGO: WIDT
 DF9603_PROJECTION: FLUSH
 DF9603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9603+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 DF9603
 DF9603  HISTORY     - Date     Condition        Report By
 DF9603  HISTORY     - 2001     MONUMENTED       WIDT
 DF9603  HISTORY     - 20060831 GOOD             WIDT
 DF9603
 DF9603                          STATION DESCRIPTION
 DF9603
 DF9603'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9603'THE STATION IS LOCATED ABOUT 36 KM NORTH-NORTHEAST OF WHITEWATER AND
 DF9603'13 KM SOUTHEST OF WATERTOWN.  OWNERSHIP--JEFFERSON COUNTY.  TO REACH
 DF9603'THE STATION FROM THE JUNCTION OF INTERSTATE 94 WITH COUNTY HIGHWAY F
 DF9603'(EXIT 275) ABOUT 9 KM SOUTHWEST OF THE CITY OF OCONOMOWOC, GO NORTH
 DF9603'ON COUNTY HIGHWAY F FOR 7.4 KM TO INDUSTRIAL DRIVE ON THE LEFT,
 DF9603'CONTINUE NORTH ON COUNTY HIGHWAY F FOR 1.0 KM TO THE STATION ON THE
 DF9603'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9603'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9603'A 41-CM DIAMETER CONCRETE POST SET TO THE DEPTH OF 2.4 M AND ABOUT 1
 DF9603'M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 15.2 M EAST OF THE
 DF9603'CENTERLINE OF COUNTY HIGHWAY F, 0.8 KM SOUTH OF STATE HIGHWAY 16, 61
 DF9603'M NORTH OF THE EXTENDED CENTERLINE OF THE SOUTHERN MOST ENTERANCE TO
 DF9603'--NRV--, 31 M SOUTH OF THE EXTENEDED CENTERLINE OF THE NORTHERN MOST
 DF9603'ENTERANCE TO --NRV--, AND 2 M WEST OF A CULTIVATED FIELD.
 DF9603'---NOTE---THE STATION IS NORTH, SOUTH AND EAST OF THREE WHITE PLASTIC
 DF9603'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9603'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9603
 DF9603                          STATION RECOVERY (2006)
 DF9603
 DF9603'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9603'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- FROM
 DF9603'THE JUNCTION OF STATE HIGHWAY 16 WITH COUNTY HIGHWAY F (AMERICAN
 DF9603'STREET) IN THE COMMUNITY OF IXONIA, GO SOUTH ON COUNTY HIGHWAY F
 DF9603'(AMERICAN STREET) FOR 0.4 MILE TO COUNTY HIGHWAY P (ELMWOOD AVENUE)
 DF9603'RIGHT, CONTINUE SOUTH ON COUNTY HIGHWAY F (AMERICAN STREET) FOR 0.1
 DF9603'MILE TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9604 ***********************************************************************
 DF9604  DESIGNATION -  2W09
 DF9604  PID         -  DF9604
 DF9604  STATE/COUNTY-  WI/JEFFERSON
 DF9604  COUNTRY     -  US
 DF9604  USGS QUAD   -  IXONIA (2018)
 DF9604
 DF9604                         *CURRENT SURVEY CONTROL
 DF9604  ______________________________________________________________________
 DF9604* NAD 83(1986) POSITION- 43 08 30.3    (N) 088 34 58.3    (W)   HD_HELD2
 DF9604* NAVD 88 ORTHO HEIGHT -   269.044 (meters)      882.69  (feet) ADJUSTED
 DF9604  ______________________________________________________________________
 DF9604  GEOID HEIGHT    -        -34.615 (meters)                     GEOID18
 DF9604  DYNAMIC HEIGHT  -        268.976 (meters)      882.47  (feet) COMP
 DF9604  MODELED GRAVITY -    980,360.6   (mgal)                       NAVD 88
 DF9604
 DF9604  VERT ORDER      -  SECOND    CLASS I
 DF9604
 DF9604.The horizontal coordinates were established by autonomous hand held GPS
 DF9604.observations and have an estimated accuracy of +/- 10 meters.
 DF9604
 DF9604.The orthometric height was determined by differential leveling and
 DF9604.adjusted by the WI DEPT OF TRANSP
 DF9604.in May 2012.
 DF9604
 DF9604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9604.GEOID18 height accuracy estimate available here.
 DF9604
 DF9604.Click photographs - Photos may exist for this station.
 DF9604
 DF9604.The dynamic height is computed by dividing the NAVD 88
 DF9604.geopotential number by the normal gravity value computed on the
 DF9604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9604.degrees latitude (g = 980.6199 gals.).
 DF9604
 DF9604.The modeled gravity was interpolated from observed gravity values.
 DF9604
 DF9604;                    North         East    Units  Estimated Accuracy
 DF9604;SPC WI S     -   127,817.      715,277.      MT  (+/- 10 meters HH2 GPS)
 DF9604
 DF9604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7127977772(NAD 83)
 DF9604
 DF9604                          SUPERSEDED SURVEY CONTROL
 DF9604
 DF9604  NAVD 88 (04/20/07)  269.020  (m)          882.61   (f) SUPERSEDED  2 1
 DF9604  NAVD 88 (02/25/04)  268.983  (m)          882.49   (f) SUPERSEDED  2 1
 DF9604
 DF9604.Superseded values are not recommended for survey control.
 DF9604
 DF9604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9604.See file dsdata.pdf to determine how the superseded data were derived.
 DF9604
 DF9604_MARKER: DD = SURVEY DISK
 DF9604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9604_STAMPING: 2W09 2002
 DF9604_MARK LOGO: WIDT
 DF9604_PROJECTION: FLUSH
 DF9604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9604+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 DF9604
 DF9604  HISTORY     - Date     Condition        Report By
 DF9604  HISTORY     - 2001     MONUMENTED       WIDT
 DF9604  HISTORY     - 20060831 GOOD             WIDT
 DF9604
 DF9604                          STATION DESCRIPTION
 DF9604
 DF9604'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9604'THE STATION IS LOCATED ABOUT 13 KM SOUTHEAST OF WATERTOWN, 8 KM NORTH
 DF9604'OF CONCORD AND 8 KM NORTHWEST OF OCONOMOWOC. OWNERSHIP--WISCONSIN
 DF9604'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9604'OF STATE HIGHWAY 16 WITH STATE HIGHWAY 67 NORTH IN THE CITY OF
 DF9604'OCONOMOWOC, GO NORTHWEST ON STATE HIGHWAY 16 FOR 7.6 KM TO RIVER
 DF9604'VALLEY ROAD AND THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9604'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9604'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9604'A DEPTH OF 1.8 M SET ON BEDROCK AND ABOUT LEVEL WITH THE HIGHWAY
 DF9604'PAVEMENT. THE STATION IS 22.5 M NORTH OF THE CENTERLINE OF STATE
 DF9604'HIGHWAY 16, 23.8 M WEST OF THE CENTERLINE OF RIVER VALLEY ROAD, 17.6
 DF9604'M WEST-NORTHWEST OF POWER POLE --77-00848--, 14.6 M EAST OF A METAL
 DF9604'--R/W-- POST, AND 7 M SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9604'STATION IS NORTH, EAST AND WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9604'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9604'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9604
 DF9604                          STATION RECOVERY (2006)
 DF9604
 DF9604'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9605 ***********************************************************************
 DF9605  DESIGNATION -  2W10
 DF9605  PID         -  DF9605
 DF9605  STATE/COUNTY-  WI/JEFFERSON
 DF9605  COUNTRY     -  US
 DF9605  USGS QUAD   -  IXONIA (2018)
 DF9605
 DF9605                         *CURRENT SURVEY CONTROL
 DF9605  ______________________________________________________________________
 DF9605* NAD 83(1986) POSITION- 43 09 28.1    (N) 088 34 49.1    (W)   HD_HELD2
 DF9605* NAVD 88 ORTHO HEIGHT -   258.291 (meters)      847.41  (feet) ADJUSTED
 DF9605  ______________________________________________________________________
 DF9605  GEOID HEIGHT    -        -34.641 (meters)                     GEOID18
 DF9605  DYNAMIC HEIGHT  -        258.226 (meters)      847.20  (feet) COMP
 DF9605  MODELED GRAVITY -    980,361.7   (mgal)                       NAVD 88
 DF9605
 DF9605  VERT ORDER      -  SECOND    CLASS I
 DF9605
 DF9605.The horizontal coordinates were established by autonomous hand held GPS
 DF9605.observations and have an estimated accuracy of +/- 10 meters.
 DF9605
 DF9605.The orthometric height was determined by differential leveling and
 DF9605.adjusted by the WI DEPT OF TRANSP
 DF9605.in May 2012.
 DF9605
 DF9605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9605.GEOID18 height accuracy estimate available here.
 DF9605
 DF9605.Click photographs - Photos may exist for this station.
 DF9605
 DF9605.The dynamic height is computed by dividing the NAVD 88
 DF9605.geopotential number by the normal gravity value computed on the
 DF9605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9605.degrees latitude (g = 980.6199 gals.).
 DF9605
 DF9605.The modeled gravity was interpolated from observed gravity values.
 DF9605
 DF9605;                    North         East    Units  Estimated Accuracy
 DF9605;SPC WI S     -   129,604.      715,454.      MT  (+/- 10 meters HH2 GPS)
 DF9605
 DF9605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7152079551(NAD 83)
 DF9605
 DF9605                          SUPERSEDED SURVEY CONTROL
 DF9605
 DF9605  NAVD 88 (04/20/07)  258.266  (m)          847.33   (f) SUPERSEDED  2 1
 DF9605  NAVD 88 (02/25/04)  258.230  (m)          847.21   (f) SUPERSEDED  2 1
 DF9605
 DF9605.Superseded values are not recommended for survey control.
 DF9605
 DF9605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9605.See file dsdata.pdf to determine how the superseded data were derived.
 DF9605
 DF9605_MARKER: DD = SURVEY DISK
 DF9605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9605_STAMPING: 2W10 2002
 DF9605_MARK LOGO: WIDT
 DF9605_PROJECTION: FLUSH
 DF9605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9605+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 DF9605
 DF9605  HISTORY     - Date     Condition        Report By
 DF9605  HISTORY     - 2001     MONUMENTED       WIDT
 DF9605  HISTORY     - 20060831 GOOD             WIDT
 DF9605
 DF9605                          STATION DESCRIPTION
 DF9605
 DF9605'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9605'THE STATION IS LOCATED ABOUT 13 KM SOUTHEAST OF WATERTOWN, 9 KM NORTH
 DF9605'OF CONCORD AND 8 KM NORTHWEST OF OCONOMOWOC. OWNERSHIP--TOWN OF
 DF9605'IXONIA. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16
 DF9605'WITH STATE HIGHWAY 67 NORTH IN THE CITY OF OCONOMOWOC, GO NORTHWEST
 DF9605'ON STATE HIGHWAY 16 FOR 7.6 KM TO RIVER VALLEY ROAD ON THE RIGHT,
 DF9605'TURN RIGHT AND GO NORTH ON RIVER VALLEY ROAD FOR 1.8 KM TO HILL ROAD
 DF9605'ON THE LEFT, CONTINUE NORTH ON RIVER VALLEY ROAD FOR 0.2 KM TO THE
 DF9605'STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9605'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9605'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9605'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 6.4 M SOUTHEAST OF
 DF9605'THE CENTERLINE OF RIVER VALLEY ROAD, 320 M SOUTHWEST OF PRIVATE
 DF9605'ENTRANCE --N8744--, 63.6 M NORTHEAST OF TELEPHONE PEDISTEL --8658--
 DF9605'AND 9.0 M SOUTH-SOUTHWEST OF TOP CENTER OF EAST END OF 42-CM DIAMETER
 DF9605'CORRAGATED METAL CULVERT PIPE.  ---NOTE---THE STATION IS NORTHWEST,
 DF9605'SOUTHEAST AND NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9605'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9605'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9605
 DF9605                          STATION RECOVERY (2006)
 DF9605
 DF9605'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9605'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.33 MILE SOUTHEAST
 DF9605'OF ROCK RIVER ROAD AND 0.4 M NORTHWEST, 0.9 M SOUTH-SOUTHWEST, AND 0.9
 DF9605'M EAST-NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9606 ***********************************************************************
 DF9606  DESIGNATION -  2W11
 DF9606  PID         -  DF9606
 DF9606  STATE/COUNTY-  WI/JEFFERSON
 DF9606  COUNTRY     -  US
 DF9606  USGS QUAD   -  IXONIA (2018)
 DF9606
 DF9606                         *CURRENT SURVEY CONTROL
 DF9606  ______________________________________________________________________
 DF9606* NAD 83(1986) POSITION- 43 10 24.1    (N) 088 34 24.8    (W)   HD_HELD2
 DF9606* NAVD 88 ORTHO HEIGHT -   263.757 (meters)      865.34  (feet) ADJUSTED
 DF9606  ______________________________________________________________________
 DF9606  GEOID HEIGHT    -        -34.665 (meters)                     GEOID18
 DF9606  DYNAMIC HEIGHT  -        263.691 (meters)      865.13  (feet) COMP
 DF9606  MODELED GRAVITY -    980,362.9   (mgal)                       NAVD 88
 DF9606
 DF9606  VERT ORDER      -  SECOND    CLASS I
 DF9606
 DF9606.The horizontal coordinates were established by autonomous hand held GPS
 DF9606.observations and have an estimated accuracy of +/- 10 meters.
 DF9606
 DF9606.The orthometric height was determined by differential leveling and
 DF9606.adjusted by the WI DEPT OF TRANSP
 DF9606.in May 2012.
 DF9606
 DF9606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9606.GEOID18 height accuracy estimate available here.
 DF9606
 DF9606.Click photographs - Photos may exist for this station.
 DF9606
 DF9606.The dynamic height is computed by dividing the NAVD 88
 DF9606.geopotential number by the normal gravity value computed on the
 DF9606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9606.degrees latitude (g = 980.6199 gals.).
 DF9606
 DF9606.The modeled gravity was interpolated from observed gravity values.
 DF9606
 DF9606;                    North         East    Units  Estimated Accuracy
 DF9606;SPC WI S     -   131,341.      715,974.      MT  (+/- 10 meters HH2 GPS)
 DF9606
 DF9606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7210281268(NAD 83)
 DF9606
 DF9606                          SUPERSEDED SURVEY CONTROL
 DF9606
 DF9606  NAVD 88 (04/20/07)  263.733  (m)          865.26   (f) SUPERSEDED  2 1
 DF9606  NAVD 88 (02/25/04)  263.697  (m)          865.15   (f) SUPERSEDED  2 1
 DF9606
 DF9606.Superseded values are not recommended for survey control.
 DF9606
 DF9606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9606.See file dsdata.pdf to determine how the superseded data were derived.
 DF9606
 DF9606_MARKER: DD = SURVEY DISK
 DF9606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9606_STAMPING: 2W11 2002
 DF9606_MARK LOGO: WIDT
 DF9606_PROJECTION: FLUSH
 DF9606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9606+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 DF9606
 DF9606  HISTORY     - Date     Condition        Report By
 DF9606  HISTORY     - 2001     MONUMENTED       WIDT
 DF9606  HISTORY     - 20060831 GOOD             WIDT
 DF9606
 DF9606                          STATION DESCRIPTION
 DF9606
 DF9606'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9606'THE STATION IS LOCATED ABOUT 13 KM EAST-SOUTHEAST OF WATERTOWN, 11 KM
 DF9606'NORTH-NORTHEAST OF CONCORD AND 9 KM NORTHWEST OF OCNOMOWOC.
 DF9606'OWNERSHIP--TOWN OF IXONIA. TO REACH THE STATION FROM THE JUNCTION OF
 DF9606'STATE HIGHWAY 16 WITH STATE HIGHWAY 67 NORTH IN THE CITY OF
 DF9606'OCONOMOWOC, GO NORTHWEST ON STATE HIGHWAY 16 FOR 7.6 KM TO RIVER
 DF9606'VALLEY ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON RIVER VALLEY
 DF9606'ROAD FOR 3.8 KM TO GOPHER HILL ROAD, TURN RIGHT AND GO EAST ON GOPHER
 DF9606'HILL ROAD FOR 0.2 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 DF9606'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9606'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9606'A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT. THE STATION
 DF9606'IS 5.3 M SOUTH OF THE CENTERLINE OF GOPHER HILL ROAD, 80 M WEST OF
 DF9606'PRIVATE ENTRANCE --W802--, 51.0 M SOUTHWEST OF POWER POLE --87-06329
 DF9606'40-5-- AND 31.8 M SOUTHEAST OF POWER POLE --87-06328 40-5--.
 DF9606'---NOTE---THE STATION IS EAST, WEST AND SOUTH OF THREE WHITE PLASTIC
 DF9606'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9606'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9606
 DF9606                          STATION RECOVERY (2006)
 DF9606
 DF9606'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9606'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 31.6 M SOUTHEAST OF
 DF9606'A --T-INTERSECTION AHEAD-- WOOD SIGN POST AND 0.3 M SOUTH, 0.8 M
 DF9606'NORTHWEST, AND 0.8 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9609 ***********************************************************************
 DF9609  DESIGNATION -  2W12
 DF9609  PID         -  DF9609
 DF9609  STATE/COUNTY-  WI/JEFFERSON
 DF9609  COUNTRY     -  US
 DF9609  USGS QUAD   -  IXONIA (2018)
 DF9609
 DF9609                         *CURRENT SURVEY CONTROL
 DF9609  ______________________________________________________________________
 DF9609* NAD 83(1986) POSITION- 43 10 50.01   (N) 088 33 29.20   (W)   HD_HELD1
 DF9609* NAVD 88 ORTHO HEIGHT -   259.372 (meters)      850.96  (feet) ADJUSTED
 DF9609  ______________________________________________________________________
 DF9609  GEOID HEIGHT    -        -34.677 (meters)                     GEOID18
 DF9609  DYNAMIC HEIGHT  -        259.307 (meters)      850.74  (feet) COMP
 DF9609  MODELED GRAVITY -    980,363.4   (mgal)                       NAVD 88
 DF9609
 DF9609  VERT ORDER      -  SECOND    CLASS I
 DF9609
 DF9609.The horizontal coordinates were determined by differentially corrected
 DF9609.hand held GPS observations or other comparable positioning techniques
 DF9609.and have an estimated accuracy of +/- 3 meters.
 DF9609
 DF9609.The orthometric height was determined by differential leveling and
 DF9609.adjusted by the WI DEPT OF TRANSP
 DF9609.in May 2012.
 DF9609
 DF9609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9609.GEOID18 height accuracy estimate available here.
 DF9609
 DF9609.Click photographs - Photos may exist for this station.
 DF9609
 DF9609.The dynamic height is computed by dividing the NAVD 88
 DF9609.geopotential number by the normal gravity value computed on the
 DF9609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9609.degrees latitude (g = 980.6199 gals.).
 DF9609
 DF9609.The modeled gravity was interpolated from observed gravity values.
 DF9609
 DF9609;                    North         East    Units  Estimated Accuracy
 DF9609;SPC WI S     -   132,161.9     717,215.3     MT  (+/- 3 meters HH1 GPS) 
 DF9609
 DF9609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7337282044(NAD 83)
 DF9609
 DF9609                          SUPERSEDED SURVEY CONTROL
 DF9609
 DF9609  NAVD 88 (04/20/07)  259.347  (m)          850.87   (f) SUPERSEDED  2 1
 DF9609  NAVD 88 (02/25/04)  259.311  (m)          850.76   (f) SUPERSEDED  2 1
 DF9609
 DF9609.Superseded values are not recommended for survey control.
 DF9609
 DF9609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9609.See file dsdata.pdf to determine how the superseded data were derived.
 DF9609
 DF9609_MARKER: DD = SURVEY DISK
 DF9609_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9609_SP_SET: ABUTMENT
 DF9609_STAMPING: 2W12 2002
 DF9609_MARK LOGO: WIDT
 DF9609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9609+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 DF9609
 DF9609  HISTORY     - Date     Condition        Report By
 DF9609  HISTORY     - 2001     MONUMENTED       WIDT
 DF9609  HISTORY     - 20060831 GOOD             WIDT
 DF9609
 DF9609                          STATION DESCRIPTION
 DF9609
 DF9609'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9609'THE STATION IS LOCATED ABOUT 14 KM EAST OF WATERTOWN, 9 KM NORTHWEST
 DF9609'OF OCONOMOWOC AND 5 KM SOUTHWEST OF ASHIPPUN.  OWNERSHIP--JEFFERSON
 DF9609'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16
 DF9609'WITH STATE HIGHWAY 67 IN THE CITY OF OCONOMOWOC, GO NORTH ON STATE
 DF9609'HIGHWAY 67 FOR 7.8 KM TO COUNTY HIGHWAY CW ON THE LEFT AND MAPLETON
 DF9609'ROAD ON THE RIGHT, TURN LEFT AND GO WEST ON COUNTY HIGHWAY CW FOR 4.0
 DF9609'KM TO NORTH RIVER ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY HIGHWAY
 DF9609'CW FOR 0.2 KM TO BRIDGE --B-28-7-53-- OVER THE ROCK RIVER AND THE
 DF9609'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9609'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9609'THE SOUTH END OF THE EAST CONCRETE BRIDGE ABUTMENT AND ABOUT 0.3 M
 DF9609'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 5.0 M SOUTH OF THE
 DF9609'CENTERLINE OF COUNTY HIGHWAY CW, 0.6 KM EAST OF THE CENTERLINE OF
 DF9609'GOPHER HILL ROAD AND 0.2 KM WEST OF THE OF NORTH RIVER ROAD.
 DF9609'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9609'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9609
 DF9609                          STATION RECOVERY (2006)
 DF9609
 DF9609'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9609'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9609'STATION ARE TREES IN THE WEST QUADRANTS EXTENDING TO 20 DEGREES ABOVE
 DF9609'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9610 ***********************************************************************
 DF9610  DESIGNATION -  2W13
 DF9610  PID         -  DF9610
 DF9610  STATE/COUNTY-  WI/WAUKESHA
 DF9610  COUNTRY     -  US
 DF9610  USGS QUAD   -  IXONIA (2018)
 DF9610
 DF9610                         *CURRENT SURVEY CONTROL
 DF9610  ______________________________________________________________________
 DF9610* NAD 83(1986) POSITION- 43 10 38.24   (N) 088 32 03.56   (W)   HD_HELD1
 DF9610* NAVD 88 ORTHO HEIGHT -   261.077 (meters)      856.55  (feet) ADJUSTED
 DF9610  ______________________________________________________________________
 DF9610  GEOID HEIGHT    -        -34.674 (meters)                     GEOID18
 DF9610  DYNAMIC HEIGHT  -        261.011 (meters)      856.33  (feet) COMP
 DF9610  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 DF9610
 DF9610  VERT ORDER      -  SECOND    CLASS I
 DF9610
 DF9610.The horizontal coordinates were determined by differentially corrected
 DF9610.hand held GPS observations or other comparable positioning techniques
 DF9610.and have an estimated accuracy of +/- 3 meters.
 DF9610
 DF9610.The orthometric height was determined by differential leveling and
 DF9610.adjusted by the WI DEPT OF TRANSP
 DF9610.in May 2012.
 DF9610
 DF9610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9610.GEOID18 height accuracy estimate available here.
 DF9610
 DF9610.Click photographs - Photos may exist for this station.
 DF9610
 DF9610.The dynamic height is computed by dividing the NAVD 88
 DF9610.geopotential number by the normal gravity value computed on the
 DF9610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9610.degrees latitude (g = 980.6199 gals.).
 DF9610
 DF9610.The modeled gravity was interpolated from observed gravity values.
 DF9610
 DF9610;                    North         East    Units  Estimated Accuracy
 DF9610;SPC WI S     -   131,832.5     719,155.3     MT  (+/- 3 meters HH1 GPS) 
 DF9610
 DF9610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7529981645(NAD 83)
 DF9610
 DF9610                          SUPERSEDED SURVEY CONTROL
 DF9610
 DF9610  NAVD 88 (04/20/07)  261.052  (m)          856.47   (f) SUPERSEDED  2 1
 DF9610  NAVD 88 (02/25/04)  261.017  (m)          856.35   (f) SUPERSEDED  2 1
 DF9610
 DF9610.Superseded values are not recommended for survey control.
 DF9610
 DF9610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9610.See file dsdata.pdf to determine how the superseded data were derived.
 DF9610
 DF9610_MARKER: DD = SURVEY DISK
 DF9610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9610_STAMPING: 2W13 2002
 DF9610_MARK LOGO: WIDT
 DF9610_PROJECTION: FLUSH
 DF9610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9610+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DF9610
 DF9610  HISTORY     - Date     Condition        Report By
 DF9610  HISTORY     - 2001     MONUMENTED       WIDT
 DF9610  HISTORY     - 20060828 GOOD             WIDT
 DF9610  HISTORY     - 20060924 GOOD             USPSQD
 DF9610
 DF9610                          STATION DESCRIPTION
 DF9610
 DF9610'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9610'THE STATION IS LOCATED ABOUT 16 KM EAST OF WATERTOWN, 8 KM
 DF9610'NORTH-NORTHWEST OF OCONOMOWOC AND 4 KM SOUTH-SOUTHWEST OF ASHIPPON.
 DF9610'OWNERSHIP--WAUKESHA COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9610'STATE HIGHWAY 16 WITH STATE HIGHWAY 67 NORTH IN THE CITY OF
 DF9610'OCONOMWOC, GO NORTH ON STATE HIGHWAY 67 FOR 7.7 KM TO COUNTY HIGHWAY
 DF9610'CW (MAPLETON ROAD), TURN LEFT AND GO WEST ON COUNTY HIGHWAY CW
 DF9610'(MAPLETON ROAD) FOR 0.8 KM TO PENNSYLVANIA STREET, CONTINUE WEST ON
 DF9610'COUNTY HIGHWAY CW (MAPLETON ROAD) FOR 1.3 KM TO THE STATION ON THE
 DF9610'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9610'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9610'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9610'THE HIGHWAY PAVEMENT. THE STATION IS 6.3 M SOUTH OF THE CENTERLINE OF
 DF9610'COUNTY HIGHWAY CW (MAPLETON ROAD), 160 M EAST OF AMBER LANE, 50.7 M
 DF9610'WEST OF METAL POST FOR A --CURVE -- CAUTION SIGN, 45.5 M SOUTHEAST OF
 DF9610'PLASTIC WARNING BURIED FIBER OPTIC CABLE POST, 41.9 M EAST OF
 DF9610'TELEPHONE PEDESTAL --1266-- AND 1 M NORTH OF CULTIVATED FIELD.
 DF9610'---NOTE---THE STATION IS NORTH, SOUTHEAST AND SOUTHWEST OF THREE
 DF9610'WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9610'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON
 DF9610'EXCEPT FOR A TREE TO THE NORTHEAST EXTENDING TO 25 DEGREES.
 DF9610
 DF9610                          STATION RECOVERY (2006)
 DF9610
 DF9610'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9610'RECOVERED IN GOOD CONDITION.  ---NOTE1--- THE  CURVE-- CAUTION SIGN IN
 DF9610'THE 2001 DESCRIPTION IS A --LEFT ARROW-- SIGN.  ---NOTE2--- VISIBLE
 DF9610'OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH QUADRANTS
 DF9610'EXTENDING TO 30 DEGREES AND TREES IN THE EAST AND WEST QUADRANTS
 DF9610'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DF9610
 DF9610                          STATION RECOVERY (2006)
 DF9610
 DF9610'RECOVERY NOTE BY US POWER SQUADRON 2006 (UN)
 DF9610'HAND HELD GPS READ N4310.636 W8832.062 ALT 830.2.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9569 ***********************************************************************
 DF9569  DESIGNATION -  2W14
 DF9569  PID         -  DF9569
 DF9569  STATE/COUNTY-  WI/WAUKESHA
 DF9569  COUNTRY     -  US
 DF9569  USGS QUAD   -  IXONIA (2018)
 DF9569
 DF9569                         *CURRENT SURVEY CONTROL
 DF9569  ______________________________________________________________________
 DF9569* NAD 83(1986) POSITION- 43 10 47.08   (N) 088 30 35.32   (W)   HD_HELD1
 DF9569* NAVD 88 ORTHO HEIGHT -   265.429 (meters)      870.83  (feet) ADJUSTED
 DF9569  ______________________________________________________________________
 DF9569  GEOID HEIGHT    -        -34.680 (meters)                     GEOID18
 DF9569  DYNAMIC HEIGHT  -        265.363 (meters)      870.61  (feet) COMP
 DF9569  MODELED GRAVITY -    980,362.3   (mgal)                       NAVD 88
 DF9569
 DF9569  VERT ORDER      -  SECOND    CLASS I
 DF9569
 DF9569.The horizontal coordinates were determined by differentially corrected
 DF9569.hand held GPS observations or other comparable positioning techniques
 DF9569.and have an estimated accuracy of +/- 3 meters.
 DF9569
 DF9569.The orthometric height was determined by differential leveling and
 DF9569.adjusted by the WI DEPT OF TRANSP
 DF9569.in May 2012.
 DF9569
 DF9569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9569.GEOID18 height accuracy estimate available here.
 DF9569
 DF9569.Click photographs - Photos may exist for this station.
 DF9569
 DF9569.The dynamic height is computed by dividing the NAVD 88
 DF9569.geopotential number by the normal gravity value computed on the
 DF9569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9569.degrees latitude (g = 980.6199 gals.).
 DF9569
 DF9569.The modeled gravity was interpolated from observed gravity values.
 DF9569
 DF9569;                    North         East    Units  Estimated Accuracy
 DF9569;SPC WI S     -   132,140.6     721,142.9     MT  (+/- 3 meters HH1 GPS) 
 DF9569
 DF9569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7729681881(NAD 83)
 DF9569
 DF9569                          SUPERSEDED SURVEY CONTROL
 DF9569
 DF9569  NAVD 88 (04/20/07)  265.404  (m)          870.75   (f) SUPERSEDED  2 1
 DF9569  NAVD 88 (02/25/04)  265.369  (m)          870.63   (f) SUPERSEDED  2 1
 DF9569
 DF9569.Superseded values are not recommended for survey control.
 DF9569
 DF9569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9569.See file dsdata.pdf to determine how the superseded data were derived.
 DF9569
 DF9569_MARKER: DD = SURVEY DISK
 DF9569_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9569_SP_SET: BRIDGE ABUTMENT
 DF9569_STAMPING: 2W14 2002
 DF9569_MARK LOGO: WIDT
 DF9569_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9569+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9569
 DF9569  HISTORY     - Date     Condition        Report By
 DF9569  HISTORY     - 2001     MONUMENTED       WIDT
 DF9569  HISTORY     - 20060924 GOOD             USPSQD
 DF9569
 DF9569                          STATION DESCRIPTION
 DF9569
 DF9569'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9569'THE STATION IS LOCATED ABOUT 18 KM EAST OF WATERTOWN, 8 KM NORTH OF
 DF9569'OCONOMOWOC AND 4 KM SOUTH OF ASHIPPUN.  OWNERSHIP--WAUKESHA COUNTY.
 DF9569'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 WITH STATE
 DF9569'HIGHWAY 67 IN THE CITY OF OCONOMOWOC, GO NORTH ON STATE HIGHWAY 67
 DF9569'FOR 7.8 KM TO COUNTY HIGHWAY CW ON THE LEFT AND MAPLETON ROAD ON THE
 DF9569'RIGHT, TURN LEFT AND GO WEST ON COUNTY HIGHWAY CW FOR 49 M TO BRIDGE
 DF9569'--B-67-75-95-- OVER THE ASHIPPUN RIVER AND THE STATION ON THE RIGHT.
 DF9569'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9569'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DF9569'OF THE EAST ABUTMENT AND 0.1 M BELOW THE HIGHWAY PAVEMENT.  THE
 DF9569'STATION IS 7.0 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY CW, 0.7 KM
 DF9569'EAST OF THE CENTERLINE OF PENNSYLVANIA AVENUE AND 48.8 M WEST OF THE
 DF9569'CENTERLINE OF STATE HIGHWAY 67.  ---NOTE---THE STATION IS WEST OF A
 DF9569'WHITE PLASTIC WITNESS POST. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9569'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9569
 DF9569                          STATION RECOVERY (2006)
 DF9569
 DF9569'RECOVERY NOTE BY US POWER SQUADRON 2006 (MSW)
 DF9569'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9570 ***********************************************************************
 DF9570  DESIGNATION -  2W15
 DF9570  PID         -  DF9570
 DF9570  STATE/COUNTY-  WI/DODGE
 DF9570  COUNTRY     -  US
 DF9570  USGS QUAD   -  IXONIA (2018)
 DF9570
 DF9570                         *CURRENT SURVEY CONTROL
 DF9570  ______________________________________________________________________
 DF9570* NAD 83(1986) POSITION- 43 12 25.7    (N) 088 30 50.3    (W)   HD_HELD2
 DF9570* NAVD 88 ORTHO HEIGHT -   259.115 (meters)      850.11  (feet) ADJUSTED
 DF9570  ______________________________________________________________________
 DF9570  GEOID HEIGHT    -        -34.713 (meters)                     GEOID18
 DF9570  DYNAMIC HEIGHT  -        259.050 (meters)      849.90  (feet) COMP
 DF9570  MODELED GRAVITY -    980,364.9   (mgal)                       NAVD 88
 DF9570
 DF9570  VERT ORDER      -  SECOND    CLASS I
 DF9570
 DF9570.The horizontal coordinates were established by autonomous hand held GPS
 DF9570.observations and have an estimated accuracy of +/- 10 meters.
 DF9570
 DF9570.The orthometric height was determined by differential leveling and
 DF9570.adjusted by the WI DEPT OF TRANSP
 DF9570.in May 2012.
 DF9570
 DF9570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9570.GEOID18 height accuracy estimate available here.
 DF9570
 DF9570.Click photographs - Photos may exist for this station.
 DF9570
 DF9570.The dynamic height is computed by dividing the NAVD 88
 DF9570.geopotential number by the normal gravity value computed on the
 DF9570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9570.degrees latitude (g = 980.6199 gals.).
 DF9570
 DF9570.The modeled gravity was interpolated from observed gravity values.
 DF9570
 DF9570;                    North         East    Units  Estimated Accuracy
 DF9570;SPC WI S     -   135,177.      720,750.      MT  (+/- 10 meters HH2 GPS)
 DF9570
 DF9570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7701384930(NAD 83)
 DF9570
 DF9570                          SUPERSEDED SURVEY CONTROL
 DF9570
 DF9570  NAVD 88 (04/20/07)  259.090  (m)          850.03   (f) SUPERSEDED  2 1
 DF9570  NAVD 88 (02/25/04)  259.054  (m)          849.91   (f) SUPERSEDED  2 1
 DF9570
 DF9570.Superseded values are not recommended for survey control.
 DF9570
 DF9570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9570.See file dsdata.pdf to determine how the superseded data were derived.
 DF9570
 DF9570_MARKER: DD = SURVEY DISK
 DF9570_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9570_SP_SET: WINGWALL
 DF9570_STAMPING: 2W15 2002
 DF9570_MARK LOGO: WIDT
 DF9570_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9570+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DF9570
 DF9570  HISTORY     - Date     Condition        Report By
 DF9570  HISTORY     - 2001     MONUMENTED       WIDT
 DF9570  HISTORY     - 20060613 GOOD             WIDT
 DF9570
 DF9570                          STATION DESCRIPTION
 DF9570
 DF9570'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9570'THE STATION IS LOCATED ABOUT 18 KM EAST OF WATERTOWN, 11 KM NORTH OF
 DF9570'OCONOMOWOC AND 1 KM SOUTH OF ASHIPPUN.  OWNERSHIP--WISCONSIN
 DF9570'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9570'OF STATE HIGHWAY 16 WITH STATE HIGHWAY 67 IN THE CITY OF OCONOMOWOC,
 DF9570'GO NORTH ON STATE HIGHWAY 67 FOR 9.6 KM TO EVERGREEN ROAD, CONTINUE
 DF9570'NORTH ON STATE HIGHWAY 67 FOR 1.3 KM TO A BOX CULVERT OVER DAVEY
 DF9570'CREEK AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9570'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9570'IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT AND ABOUT 0.7 M
 DF9570'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.0 M WEST-SOUTHWEST OF
 DF9570'THE CENTERLINE OF STATE HIGHWAY 67, 0.4 KM SOUTH OF THE CENTERLINE OF
 DF9570'LINCOLN ROAD AND 65 M NORTH OF A FIELD ENTRANCE.  ---NOTE---THE
 DF9570'STATION IS 1.0 M SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DF9570'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9570'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9570
 DF9570                          STATION RECOVERY (2006)
 DF9570
 DF9570'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9570'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE TOP OF THE
 DF9570'NORTHWEST CORNER OF BOX CULVERT --B 14-103-99--, 13 CM SOUTH OF THE
 DF9570'NORTH SIDE AND 12 CM EAST OF THE WEST END OF THE CULVERT.  NOTE--
 DF9570'VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST QUADRANTS
 DF9570'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9571 ***********************************************************************
 DF9571  DESIGNATION -  2W16
 DF9571  PID         -  DF9571
 DF9571  STATE/COUNTY-  WI/DODGE
 DF9571  COUNTRY     -  US
 DF9571  USGS QUAD   -  IXONIA (2018)
 DF9571
 DF9571                         *CURRENT SURVEY CONTROL
 DF9571  ______________________________________________________________________
 DF9571* NAD 83(1986) POSITION- 43 13 34.0    (N) 088 31 10.9    (W)   HD_HELD2
 DF9571* NAVD 88 ORTHO HEIGHT -   269.748 (meters)      885.00  (feet) ADJUSTED
 DF9571  ______________________________________________________________________
 DF9571  GEOID HEIGHT    -        -34.736 (meters)                     GEOID18
 DF9571  DYNAMIC HEIGHT  -        269.682 (meters)      884.78  (feet) COMP
 DF9571  MODELED GRAVITY -    980,367.0   (mgal)                       NAVD 88
 DF9571
 DF9571  VERT ORDER      -  SECOND    CLASS I
 DF9571
 DF9571.The horizontal coordinates were established by autonomous hand held GPS
 DF9571.observations and have an estimated accuracy of +/- 10 meters.
 DF9571
 DF9571.The orthometric height was determined by differential leveling and
 DF9571.adjusted by the WI DEPT OF TRANSP
 DF9571.in May 2012.
 DF9571
 DF9571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9571.GEOID18 height accuracy estimate available here.
 DF9571
 DF9571.Click photographs - Photos may exist for this station.
 DF9571
 DF9571.The dynamic height is computed by dividing the NAVD 88
 DF9571.geopotential number by the normal gravity value computed on the
 DF9571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9571.degrees latitude (g = 980.6199 gals.).
 DF9571
 DF9571.The modeled gravity was interpolated from observed gravity values.
 DF9571
 DF9571;                    North         East    Units  Estimated Accuracy
 DF9571;SPC WI S     -   137,276.      720,248.      MT  (+/- 10 meters HH2 GPS)
 DF9571
 DF9571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7658687045(NAD 83)
 DF9571
 DF9571                          SUPERSEDED SURVEY CONTROL
 DF9571
 DF9571  NAVD 88 (04/20/07)  269.723  (m)          884.92   (f) SUPERSEDED  2 1
 DF9571  NAVD 88 (02/25/04)  269.687  (m)          884.80   (f) SUPERSEDED  2 1
 DF9571
 DF9571.Superseded values are not recommended for survey control.
 DF9571
 DF9571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9571.See file dsdata.pdf to determine how the superseded data were derived.
 DF9571
 DF9571_MARKER: DD = SURVEY DISK
 DF9571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9571_STAMPING: 2W16 2002
 DF9571_MARK LOGO: WIDT
 DF9571_PROJECTION: FLUSH
 DF9571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9571+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DF9571
 DF9571  HISTORY     - Date     Condition        Report By
 DF9571  HISTORY     - 2001     MONUMENTED       WIDT
 DF9571  HISTORY     - 20060613 GOOD             WIDT
 DF9571
 DF9571                          STATION DESCRIPTION
 DF9571
 DF9571'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9571'THE STATION IS LOCATED ABOUT 17 KM EAST OF WATERTOWN, 15 KM SOUTHWEST
 DF9571'OF HARTFORD AND 2 KM NORTH OF ASHIPPON. OWNERSHIP--WISCONSIN
 DF9571'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9571'OF STATE HIGHWAY 60 WITH STATE HIGHWAY 67 ABOUT 11 KM WEST OF THE
 DF9571'CITY OF HARTFORD, GO SOUTH ON STATE HIGHWAY 67 FOR 9.8 KM TO
 DF9571'WASHINGTON ROAD ON THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 67 FOR
 DF9571'1.5 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DF9571'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9571'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.0 M
 DF9571'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 17.0 M EAST
 DF9571'OF THE CENTERLINE OF STATE HIGHWAY 67, 160 M NORTH OF ROOSEVELT ROAD,
 DF9571'25.8 M EAST OF THE TOP CENTER OF THE SOUTH END OF A 50-CM DIAMETER
 DF9571'CORRUGATED METAL CULVERT PIPE, 15.1 M EAST-SOUTHEAST OF WOOD POST FOR
 DF9571'A --SPEED LIMIT 35-- SIGN, 9.3 M EAST-SOUTHEAST OF THE TOP CENTER OF
 DF9571'A INLET FOR A CATCH BASIN AND 0.6 M WEST OF A YELLOW PLASTIC R/W
 DF9571'POST.  ---NOTE---THE STATION IS NORTHEAST AND SOUTHEAST OF TWO WHITE
 DF9571'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9571'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9571
 DF9571                          STATION RECOVERY (2006)
 DF9571
 DF9571'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9573 ***********************************************************************
 DF9573  DESIGNATION -  2W17
 DF9573  PID         -  DF9573
 DF9573  STATE/COUNTY-  WI/DODGE
 DF9573  COUNTRY     -  US
 DF9573  USGS QUAD   -  HUSTISFORD (2018)
 DF9573
 DF9573                         *CURRENT SURVEY CONTROL
 DF9573  ______________________________________________________________________
 DF9573* NAD 83(1986) POSITION- 43 15 39.0    (N) 088 31 05.3    (W)   HD_HELD2
 DF9573* NAVD 88 ORTHO HEIGHT -   323.338 (meters)     1060.82  (feet) ADJUSTED
 DF9573  ______________________________________________________________________
 DF9573  GEOID HEIGHT    -        -34.767 (meters)                     GEOID18
 DF9573  DYNAMIC HEIGHT  -        323.260 (meters)     1060.56  (feet) COMP
 DF9573  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 DF9573
 DF9573  VERT ORDER      -  SECOND    CLASS I
 DF9573
 DF9573.The horizontal coordinates were established by autonomous hand held GPS
 DF9573.observations and have an estimated accuracy of +/- 10 meters.
 DF9573
 DF9573.The orthometric height was determined by differential leveling and
 DF9573.adjusted by the WI DEPT OF TRANSP
 DF9573.in May 2012.
 DF9573
 DF9573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9573.GEOID18 height accuracy estimate available here.
 DF9573
 DF9573.Click photographs - Photos may exist for this station.
 DF9573
 DF9573.The dynamic height is computed by dividing the NAVD 88
 DF9573.geopotential number by the normal gravity value computed on the
 DF9573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9573.degrees latitude (g = 980.6199 gals.).
 DF9573
 DF9573.The modeled gravity was interpolated from observed gravity values.
 DF9573
 DF9573;                    North         East    Units  Estimated Accuracy
 DF9573;SPC WI S     -   141,135.      720,306.      MT  (+/- 10 meters HH2 GPS)
 DF9573
 DF9573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7678290899(NAD 83)
 DF9573
 DF9573                          SUPERSEDED SURVEY CONTROL
 DF9573
 DF9573  NAVD 88 (04/20/07)  323.312  (m)         1060.73   (f) SUPERSEDED  2 1
 DF9573  NAVD 88 (02/25/04)  323.275  (m)         1060.61   (f) SUPERSEDED  2 1
 DF9573
 DF9573.Superseded values are not recommended for survey control.
 DF9573
 DF9573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9573.See file dsdata.pdf to determine how the superseded data were derived.
 DF9573
 DF9573_MARKER: DD = SURVEY DISK
 DF9573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9573_STAMPING: 2W17 2002
 DF9573_MARK LOGO: WIDT
 DF9573_PROJECTION: FLUSH
 DF9573_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9573+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DF9573
 DF9573  HISTORY     - Date     Condition        Report By
 DF9573  HISTORY     - 2001     MONUMENTED       WIDT
 DF9573  HISTORY     - 20060613 GOOD             WIDT
 DF9573
 DF9573                          STATION DESCRIPTION
 DF9573
 DF9573'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9573'THE STATION IS LOCATED ABOUT 18 KM EAST-NORTHEAST OF WATERTOWN, 13 KM
 DF9573'SOUTHWEST OF HARTFORD AND 5 KM NORTH OF ASHIPPUN.
 DF9573'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9573'STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 67
 DF9573'ABOUT 11 KM WEST OF THE CITY OF HARTFORD, GO SOUTH ON STATE HIGHWAY
 DF9573'67 FOR 7.3 KM TO LEDGE ROAD AND THE STATION ON THE RIGHT. THE STATION
 DF9573'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9573'CONTROL STATION DISK SET ON THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9573'SET TO A DEPTH OF 2.3 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9573'THE STATION IS 27.4 M WEST OF THE CENTERLINE OF STATE HIGHWAY 67,
 DF9573'31.8 M NORTHWEST OF POWER POLE --98-06450 35-5--, 30.5 M SOUTHEAST OF
 DF9573'POWER POLE --98-16679 45-5--, 16.0 M NORTHEAST OF A CULTIVATED FIELD
 DF9573'AND 12.5 M SOUTH OF THE CENTERLINE OF LEDGE ROAD.  ---NOTE---THE
 DF9573'STATION IS NORTH, SOUTHEAST AND SOUTHWEST OF THREE WHITE PLASTIC
 DF9573'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9573'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9573
 DF9573                          STATION RECOVERY (2006)
 DF9573
 DF9573'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9573'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 24.5 M
 DF9573'EAST-SOUTHEAST OF A YELLOW PLASTIC RIGHT-OF-WAY POST AND 15.3 M
 DF9573'SOUTHWEST OF A --STOP-- SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9574 ***********************************************************************
 DF9574  DESIGNATION -  2W18
 DF9574  PID         -  DF9574
 DF9574  STATE/COUNTY-  WI/DODGE
 DF9574  COUNTRY     -  US
 DF9574  USGS QUAD   -  HUSTISFORD (2018)
 DF9574
 DF9574                         *CURRENT SURVEY CONTROL
 DF9574  ______________________________________________________________________
 DF9574* NAD 83(1986) POSITION- 43 16 29.6    (N) 088 31 05.0    (W)   HD_HELD2
 DF9574* NAVD 88 ORTHO HEIGHT -   293.993 (meters)      964.54  (feet) ADJUSTED
 DF9574  ______________________________________________________________________
 DF9574  GEOID HEIGHT    -        -34.782 (meters)                     GEOID18
 DF9574  DYNAMIC HEIGHT  -        293.922 (meters)      964.31  (feet) COMP
 DF9574  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 DF9574
 DF9574  VERT ORDER      -  SECOND    CLASS I
 DF9574
 DF9574.The horizontal coordinates were established by autonomous hand held GPS
 DF9574.observations and have an estimated accuracy of +/- 10 meters.
 DF9574
 DF9574.The orthometric height was determined by differential leveling and
 DF9574.adjusted by the WI DEPT OF TRANSP
 DF9574.in May 2012.
 DF9574
 DF9574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9574.GEOID18 height accuracy estimate available here.
 DF9574
 DF9574.Click photographs - Photos may exist for this station.
 DF9574
 DF9574.The dynamic height is computed by dividing the NAVD 88
 DF9574.geopotential number by the normal gravity value computed on the
 DF9574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9574.degrees latitude (g = 980.6199 gals.).
 DF9574
 DF9574.The modeled gravity was interpolated from observed gravity values.
 DF9574
 DF9574;                    North         East    Units  Estimated Accuracy
 DF9574;SPC WI S     -   142,697.      720,285.      MT  (+/- 10 meters HH2 GPS)
 DF9574
 DF9574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7681792460(NAD 83)
 DF9574
 DF9574                          SUPERSEDED SURVEY CONTROL
 DF9574
 DF9574  NAVD 88 (04/20/07)  293.968  (m)          964.46   (f) SUPERSEDED  2 1
 DF9574  NAVD 88 (02/25/04)  293.930  (m)          964.34   (f) SUPERSEDED  2 1
 DF9574
 DF9574.Superseded values are not recommended for survey control.
 DF9574
 DF9574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9574.See file dsdata.pdf to determine how the superseded data were derived.
 DF9574
 DF9574_MARKER: DD = SURVEY DISK
 DF9574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9574_STAMPING: 2W18 2002
 DF9574_MARK LOGO: WIDT
 DF9574_PROJECTION: FLUSH
 DF9574_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9574+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DF9574
 DF9574  HISTORY     - Date     Condition        Report By
 DF9574  HISTORY     - 2001     MONUMENTED       WIDT
 DF9574  HISTORY     - 20060613 GOOD             WIDT
 DF9574
 DF9574                          STATION DESCRIPTION
 DF9574
 DF9574'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9574'THE STATION IS LOCATED ABOUT 31 KM SOUTHEAST OF BEAVER DAM, 19 KM
 DF9574'EAST-NORTHEAST OF WATERTOWN AND 12 KM WEST-SOUTHWEST OF HARTFORD.
 DF9574'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9574'STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 67
 DF9574'ABOUT 11 KM WEST OF THE CITY OF HARTFORD, GO SOUTH ON STATE HIGHWAY
 DF9574'67 FOR 5.7 KM TO FORD LANE ON THE LEFT, CONTINUE SOUTH ON STATE
 DF9574'HIGHWAY 67 FOR 0.1 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9574'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9574'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9574'THE DEPTH OF 1.8 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT. THE
 DF9574'STATION IS 12.3 M EAST OF THE CENTERLINE OF STATE HIGHWAY 67, 0.7 KM
 DF9574'NORTH OF COUNTY HIGHWAY MM, 65.5 M SOUTH OF THE CENTERLINE OF FORD
 DF9574'LANE, 46.0 M NORTHEAST OF POWER POLE --98-09773 40-5-- AND 13.0 M
 DF9574'WEST OF CULTIVATED FIELD.  ---NOTE---THE STATION IS WEST, NORTHEAST
 DF9574'AND SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9574'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9574'ABOVE THE HORIZON.
 DF9574
 DF9574                          STATION RECOVERY (2006)
 DF9574
 DF9574'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9574'RECOVERED IN GOOD CONDITION.  NOTE-- FORD LANE IS ALSO THE PRIVATE
 DF9574'ENTRANCE TO --W2349 FORD LANE--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9575 ***********************************************************************
 DF9575  DESIGNATION -  2W19
 DF9575  PID         -  DF9575
 DF9575  STATE/COUNTY-  WI/DODGE
 DF9575  COUNTRY     -  US
 DF9575  USGS QUAD   -  HUSTISFORD (2018)
 DF9575
 DF9575                         *CURRENT SURVEY CONTROL
 DF9575  ______________________________________________________________________
 DF9575* NAD 83(1986) POSITION- 43 17 20.2    (N) 088 31 06.4    (W)   HD_HELD2
 DF9575* NAVD 88 ORTHO HEIGHT -   284.853 (meters)      934.56  (feet) ADJUSTED
 DF9575  ______________________________________________________________________
 DF9575  GEOID HEIGHT    -        -34.798 (meters)                     GEOID18
 DF9575  DYNAMIC HEIGHT  -        284.785 (meters)      934.33  (feet) COMP
 DF9575  MODELED GRAVITY -    980,373.2   (mgal)                       NAVD 88
 DF9575
 DF9575  VERT ORDER      -  SECOND    CLASS I
 DF9575
 DF9575.The horizontal coordinates were established by autonomous hand held GPS
 DF9575.observations and have an estimated accuracy of +/- 10 meters.
 DF9575
 DF9575.The orthometric height was determined by differential leveling and
 DF9575.adjusted by the WI DEPT OF TRANSP
 DF9575.in May 2012.
 DF9575
 DF9575.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9575.GEOID18 height accuracy estimate available here.
 DF9575
 DF9575.Click photographs - Photos may exist for this station.
 DF9575
 DF9575.The dynamic height is computed by dividing the NAVD 88
 DF9575.geopotential number by the normal gravity value computed on the
 DF9575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9575.degrees latitude (g = 980.6199 gals.).
 DF9575
 DF9575.The modeled gravity was interpolated from observed gravity values.
 DF9575
 DF9575;                    North         East    Units  Estimated Accuracy
 DF9575;SPC WI S     -   144,257.      720,226.      MT  (+/- 10 meters HH2 GPS)
 DF9575
 DF9575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7681494021(NAD 83)
 DF9575
 DF9575                          SUPERSEDED SURVEY CONTROL
 DF9575
 DF9575  NAVD 88 (04/20/07)  284.828  (m)          934.47   (f) SUPERSEDED  2 1
 DF9575  NAVD 88 (02/25/04)  284.790  (m)          934.35   (f) SUPERSEDED  2 1
 DF9575
 DF9575.Superseded values are not recommended for survey control.
 DF9575
 DF9575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9575.See file dsdata.pdf to determine how the superseded data were derived.
 DF9575
 DF9575_MARKER: DD = SURVEY DISK
 DF9575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9575_STAMPING: 2W19 2002
 DF9575_MARK LOGO: WIDT
 DF9575_PROJECTION: FLUSH
 DF9575_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9575+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DF9575
 DF9575  HISTORY     - Date     Condition        Report By
 DF9575  HISTORY     - 2001     MONUMENTED       WIDT
 DF9575  HISTORY     - 20060612 GOOD             WIDT
 DF9575
 DF9575                          STATION DESCRIPTION
 DF9575
 DF9575'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9575'THE STATION IS LOCATED ABOUT 31 KM SOUTHEAST OF BEAVER DAM, 20 KM
 DF9575'NORTHEAST OF WATERTOWN AND 12 KM WEST-SOUTHWEST OF HARTFORD.
 DF9575'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9575'STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 67
 DF9575'ABOUT 11 KM WEST OF THE CITY OF HARTFORD, GO SOUTH ON STATE HIGHWAY
 DF9575'67 FOR 3.2 KM TO STATION ROAD ON THE LEFT, CONTINUE SOUTH ON STATE
 DF9575'HIGHWAY 67 FOR 1.0 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF9575'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9575'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9575'A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9575'STATION IS 10.4 M EAST OF THE CENTERLINE OF STATE HIGHWAY 67, 400 M
 DF9575'NORTH OF ADAMS ROAD, 51.9 M NORTH OF EAST END OF 70-CM DIAMETER
 DF9575'CORROGATED METAL CULVERT PIPE, 47.5 M NORTHEAST OF POWER POLE
 DF9575'--98-00608 40-5-- AND 10 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9575'STATION IS WEST, SOUTHEAST AND NORTHEAST OF THREE WHITE PLASTIC
 DF9575'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9575'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9575
 DF9575                          STATION RECOVERY (2006)
 DF9575
 DF9575'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9575'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 13.3 M NORTH OF THE
 DF9575'EXTENDED CENTERLINE OF A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9576 ***********************************************************************
 DF9576  DESIGNATION -  2W20
 DF9576  PID         -  DF9576
 DF9576  STATE/COUNTY-  WI/DODGE
 DF9576  COUNTRY     -  US
 DF9576  USGS QUAD   -  HUSTISFORD (2018)
 DF9576
 DF9576                         *CURRENT SURVEY CONTROL
 DF9576  ______________________________________________________________________
 DF9576* NAD 83(1986) POSITION- 43 18 07.3    (N) 088 31 07.0    (W)   HD_HELD2
 DF9576* NAVD 88 ORTHO HEIGHT -   286.891 (meters)      941.24  (feet) ADJUSTED
 DF9576  ______________________________________________________________________
 DF9576  GEOID HEIGHT    -        -34.810 (meters)                     GEOID18
 DF9576  DYNAMIC HEIGHT  -        286.823 (meters)      941.02  (feet) COMP
 DF9576  MODELED GRAVITY -    980,374.4   (mgal)                       NAVD 88
 DF9576
 DF9576  VERT ORDER      -  SECOND    CLASS I
 DF9576
 DF9576.The horizontal coordinates were established by autonomous hand held GPS
 DF9576.observations and have an estimated accuracy of +/- 10 meters.
 DF9576
 DF9576.The orthometric height was determined by differential leveling and
 DF9576.adjusted by the WI DEPT OF TRANSP
 DF9576.in May 2012.
 DF9576
 DF9576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9576.GEOID18 height accuracy estimate available here.
 DF9576
 DF9576.Click photographs - Photos may exist for this station.
 DF9576
 DF9576.The dynamic height is computed by dividing the NAVD 88
 DF9576.geopotential number by the normal gravity value computed on the
 DF9576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9576.degrees latitude (g = 980.6199 gals.).
 DF9576
 DF9576.The modeled gravity was interpolated from observed gravity values.
 DF9576
 DF9576;                    North         East    Units  Estimated Accuracy
 DF9576;SPC WI S     -   145,710.      720,186.      MT  (+/- 10 meters HH2 GPS)
 DF9576
 DF9576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7682795475(NAD 83)
 DF9576
 DF9576                          SUPERSEDED SURVEY CONTROL
 DF9576
 DF9576  NAVD 88 (04/20/07)  286.866  (m)          941.16   (f) SUPERSEDED  2 1
 DF9576  NAVD 88 (02/25/04)  286.827  (m)          941.03   (f) SUPERSEDED  2 1
 DF9576
 DF9576.Superseded values are not recommended for survey control.
 DF9576
 DF9576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9576.See file dsdata.pdf to determine how the superseded data were derived.
 DF9576
 DF9576_MARKER: DD = SURVEY DISK
 DF9576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9576_STAMPING: 2W20 2002
 DF9576_MARK LOGO: WIDT
 DF9576_PROJECTION: FLUSH
 DF9576_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9576+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DF9576
 DF9576  HISTORY     - Date     Condition        Report By
 DF9576  HISTORY     - 2001     MONUMENTED       WIDT
 DF9576  HISTORY     - 20060612 GOOD             WIDT
 DF9576
 DF9576                          STATION DESCRIPTION
 DF9576
 DF9576'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9576'THE STATION IS LOCATED ABOUT 30 KM SOUTHEAST OF BEAVER DAM, 21 KM
 DF9576'NORTHEAST OF WATERTOWN AND 11 KM WEST OF HARTFORD.
 DF9576'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9576'STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 67
 DF9576'ABOUT 11 KM WEST OF THE CITY OF HARTFORD, GO SOUTH ON STATE HIGHWAY
 DF9576'67 FOR 2.3 KM TO RIVERVIEW DRIVE ON THE RIGHT, CONTINUE SOUTH ON
 DF9576'STATE HIGHWAY 67 FOR 0.5 KM TO THE STATION ON THE RIGHT. THE STATION
 DF9576'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9576'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9576'SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9576'THE STATION IS 13.0 M WEST OF THE CENTERLINE OF STATE HIGHWAY 67, 300
 DF9576'M NORTH OF STATION ROAD, 44.8 M NORTH-NORTHEAST OF POWER POLE
 DF9576'--95-01765 45-2--, 37.6 M SOUTHWEST OF POWER POLE --98-14410 40-5--,
 DF9576'AND 20.0 M SOUTH-SOUTHWEST OF A WOOD POST FOR A --SPEED LIMIT 55--
 DF9576'SIGN.  ---NOTE---THE STATION IS EAST, SOUTHWEST AND NORTHWEST OF
 DF9576'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE---THIS STATION HAS NO
 DF9576'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 18 DEGREES ABOVE THE
 DF9576'HORIZON.
 DF9576
 DF9576                          STATION RECOVERY (2006)
 DF9576
 DF9576'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9576'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20.1 M
 DF9576'SOUTH-SOUTHWEST OF A --SPEED LIMIT 55-- SIGN POST AND 28.5 M SOUTHWEST
 DF9576'OF A --SPEED LIMIT 35-- SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9577 ***********************************************************************
 DF9577  DESIGNATION -  2W21
 DF9577  PID         -  DF9577
 DF9577  STATE/COUNTY-  WI/DODGE
 DF9577  COUNTRY     -  US
 DF9577  USGS QUAD   -  HUSTISFORD (2018)
 DF9577
 DF9577                         *CURRENT SURVEY CONTROL
 DF9577  ______________________________________________________________________
 DF9577* NAD 83(1986) POSITION- 43 19 04.3    (N) 088 31 05.6    (W)   HD_HELD2
 DF9577* NAVD 88 ORTHO HEIGHT -   272.203 (meters)      893.05  (feet) ADJUSTED
 DF9577  ______________________________________________________________________
 DF9577  GEOID HEIGHT    -        -34.826 (meters)                     GEOID18
 DF9577  DYNAMIC HEIGHT  -        272.139 (meters)      892.84  (feet) COMP
 DF9577  MODELED GRAVITY -    980,375.9   (mgal)                       NAVD 88
 DF9577
 DF9577  VERT ORDER      -  SECOND    CLASS I
 DF9577
 DF9577.The horizontal coordinates were established by autonomous hand held GPS
 DF9577.observations and have an estimated accuracy of +/- 10 meters.
 DF9577
 DF9577.The orthometric height was determined by differential leveling and
 DF9577.adjusted by the WI DEPT OF TRANSP
 DF9577.in May 2012.
 DF9577
 DF9577.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9577.GEOID18 height accuracy estimate available here.
 DF9577
 DF9577.Click photographs - Photos may exist for this station.
 DF9577
 DF9577.The dynamic height is computed by dividing the NAVD 88
 DF9577.geopotential number by the normal gravity value computed on the
 DF9577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9577.degrees latitude (g = 980.6199 gals.).
 DF9577
 DF9577.The modeled gravity was interpolated from observed gravity values.
 DF9577
 DF9577;                    North         East    Units  Estimated Accuracy
 DF9577;SPC WI S     -   147,469.      720,187.      MT  (+/- 10 meters HH2 GPS)
 DF9577
 DF9577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7689197232(NAD 83)
 DF9577
 DF9577                          SUPERSEDED SURVEY CONTROL
 DF9577
 DF9577  NAVD 88 (04/20/07)  272.178  (m)          892.97   (f) SUPERSEDED  2 1
 DF9577  NAVD 88 (02/25/04)  272.138  (m)          892.84   (f) SUPERSEDED  2 1
 DF9577
 DF9577.Superseded values are not recommended for survey control.
 DF9577
 DF9577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9577.See file dsdata.pdf to determine how the superseded data were derived.
 DF9577
 DF9577_MARKER: DD = SURVEY DISK
 DF9577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9577_STAMPING: 2W21 2002
 DF9577_MARK LOGO: WIDT
 DF9577_PROJECTION: FLUSH
 DF9577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9577+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DF9577
 DF9577  HISTORY     - Date     Condition        Report By
 DF9577  HISTORY     - 2001     MONUMENTED       WIDT
 DF9577  HISTORY     - 20060612 GOOD             WIDT
 DF9577
 DF9577                          STATION DESCRIPTION
 DF9577
 DF9577'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9577'THE STATION IS LOCATED ABOUT 28 KM SOUTHEAST OF BEAVER DAM, 22 KM
 DF9577'NORTHEAST OF WATERTOWN, AND 12 KM WEST OF HARTFORD.
 DF9577'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9577'STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 67
 DF9577'ABOUT 11 KM WEST OF THE CITY OF HARTFORD, GO SOUTH ON STATE HIGHWAY
 DF9577'67 FOR 1.0 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9577'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9577'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9577'A DEPTH OF 1.8 M, SET ON BEDROCK, AND ABOUT LEVEL WITH THE HIGHWAY
 DF9577'PAVEMENT.  THE STATION IS 12.2 M EAST OF THE CENTERLINE OF STATE
 DF9577'HIGHWAY 67, 150 M NORTH OF POND ROAD, 44.2 M SOUTH OF A METAL R/W
 DF9577'POST, 37 M SOUTH OF EXTENDED CENTERLINE OF THE ENTRANCE TO --T AND M
 DF9577'STORAGE--, 32 M EAST-NORTHEAST OF TELEPHONE PEDISTEL --2108--, AND 1
 DF9577'M WEST OF CULTIVATED FIELD. ---NOTE---THE STATION IS WEST, SOUTHEAST
 DF9577'AND NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THE
 DF9577'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 DF9577'ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE NORTHWEST EXTENDING
 DF9577'TO 20 DEGREES.
 DF9577
 DF9577                          STATION RECOVERY (2006)
 DF9577
 DF9577'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9577'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 49.0 M NORTH OF A
 DF9577'--NO PASSING ZONE-- SIGN POST AND 22.1 M EAST-SOUTHEAST OF A --REDUCE
 DF9577'SPEED AHEAD 25 M.P.H.-- SIGN POST.  NOTE-- THE MONUMENT IS RECESSED 5
 DF9577'CM BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9578 ***********************************************************************
 DF9578  DESIGNATION -  2W22
 DF9578  PID         -  DF9578
 DF9578  STATE/COUNTY-  WI/DODGE
 DF9578  COUNTRY     -  US
 DF9578  USGS QUAD   -  HUSTISFORD (2018)
 DF9578
 DF9578                         *CURRENT SURVEY CONTROL
 DF9578  ______________________________________________________________________
 DF9578* NAD 83(1986) POSITION- 43 20 00.5    (N) 088 30 54.2    (W)   HD_HELD2
 DF9578* NAVD 88 ORTHO HEIGHT -   276.202 (meters)      906.17  (feet) ADJUSTED
 DF9578  ______________________________________________________________________
 DF9578  GEOID HEIGHT    -        -34.839 (meters)                     GEOID18
 DF9578  DYNAMIC HEIGHT  -        276.137 (meters)      905.96  (feet) COMP
 DF9578  MODELED GRAVITY -    980,377.3   (mgal)                       NAVD 88
 DF9578
 DF9578  VERT ORDER      -  SECOND    CLASS I
 DF9578
 DF9578.The horizontal coordinates were established by autonomous hand held GPS
 DF9578.observations and have an estimated accuracy of +/- 10 meters.
 DF9578
 DF9578.The orthometric height was determined by differential leveling and
 DF9578.adjusted by the WI DEPT OF TRANSP
 DF9578.in May 2012.
 DF9578
 DF9578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9578.GEOID18 height accuracy estimate available here.
 DF9578
 DF9578.Click photographs - Photos may exist for this station.
 DF9578
 DF9578.The dynamic height is computed by dividing the NAVD 88
 DF9578.geopotential number by the normal gravity value computed on the
 DF9578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9578.degrees latitude (g = 980.6199 gals.).
 DF9578
 DF9578.The modeled gravity was interpolated from observed gravity values.
 DF9578
 DF9578;                    North         East    Units  Estimated Accuracy
 DF9578;SPC WI S     -   149,208.      720,413.      MT  (+/- 10 meters HH2 GPS)
 DF9578
 DF9578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7717998961(NAD 83)
 DF9578
 DF9578                          SUPERSEDED SURVEY CONTROL
 DF9578
 DF9578  NAVD 88 (04/20/07)  276.176  (m)          906.09   (f) SUPERSEDED  2 1
 DF9578  NAVD 88 (02/25/04)  276.136  (m)          905.96   (f) SUPERSEDED  2 1
 DF9578
 DF9578.Superseded values are not recommended for survey control.
 DF9578
 DF9578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9578.See file dsdata.pdf to determine how the superseded data were derived.
 DF9578
 DF9578_MARKER: DD = SURVEY DISK
 DF9578_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9578_SP_SET: BRIDGE ABUTMENT
 DF9578_STAMPING: 2W22 2002
 DF9578_MARK LOGO: WIDT
 DF9578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9578+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DF9578
 DF9578  HISTORY     - Date     Condition        Report By
 DF9578  HISTORY     - 2001     MONUMENTED       WIDT
 DF9578  HISTORY     - 20060612 GOOD             WIDT
 DF9578
 DF9578                          STATION DESCRIPTION
 DF9578
 DF9578'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9578'THE STATION IS LOCATED ABOUT 23 KM NORTHEAST OF WATERTOWN, 16 KM
 DF9578'SOUTHEAST OF HORICON, AND 11 KM WEST OF HARTFORD.
 DF9578'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9578'STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 67
 DF9578'ABOUT 7 KM EAST-SOUTHEAST OF THE VILLAGE OF HUSTISFORD, GO NORTH ON
 DF9578'STATE HIGHWAY 67 FOR 0.8 KM TO BRIDGE --B-14-107-92-- AND THE STATION
 DF9578'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9578'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9578'THE EAST END OF THE NORTH ABUTMENT. THE STATION IS 9.2 M EAST OF THE
 DF9578'CENTERLINE OF STATE HIGHWAY 67, 0.8 KM SOUTH OF THE CENTERLINE OF
 DF9578'COUNTY HIGHWAY N, 12 M SOUTH OF THE EXTENDED CENTERLINE OF NORTH ELK
 DF9578'ROAD. ---NOTE---THE STATION IS 0.1 M SOUTHWEST OF A WHITE PLASTIC
 DF9578'WITNESS POST. ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTION
 DF9578'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9578
 DF9578                          STATION RECOVERY (2006)
 DF9578
 DF9578'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9578'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE TOP OF THE
 DF9578'NORTHEAST CORNER OF THE BOX CULVERT, 16 CM SOUTH OF THE NORTH SIDE AND
 DF9578'16 CM WEST OF THE EAST END OF THE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9579 ***********************************************************************
 DF9579  DESIGNATION -  2W23
 DF9579  PID         -  DF9579
 DF9579  STATE/COUNTY-  WI/DODGE
 DF9579  COUNTRY     -  US
 DF9579  USGS QUAD   -  HUSTISFORD (2018)
 DF9579
 DF9579                         *CURRENT SURVEY CONTROL
 DF9579  ______________________________________________________________________
 DF9579* NAD 83(1986) POSITION- 43 21 12.0    (N) 088 30 56.3    (W)   HD_HELD2
 DF9579* NAVD 88 ORTHO HEIGHT -   315.320 (meters)     1034.51  (feet) ADJUSTED
 DF9579  ______________________________________________________________________
 DF9579  GEOID HEIGHT    -        -34.859 (meters)                     GEOID18
 DF9579  DYNAMIC HEIGHT  -        315.247 (meters)     1034.27  (feet) COMP
 DF9579  MODELED GRAVITY -    980,378.8   (mgal)                       NAVD 88
 DF9579
 DF9579  VERT ORDER      -  SECOND    CLASS I
 DF9579
 DF9579.The horizontal coordinates were established by autonomous hand held GPS
 DF9579.observations and have an estimated accuracy of +/- 10 meters.
 DF9579
 DF9579.The orthometric height was determined by differential leveling and
 DF9579.adjusted by the WI DEPT OF TRANSP
 DF9579.in May 2012.
 DF9579
 DF9579.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9579.GEOID18 height accuracy estimate available here.
 DF9579
 DF9579.Click photographs - Photos may exist for this station.
 DF9579
 DF9579.The dynamic height is computed by dividing the NAVD 88
 DF9579.geopotential number by the normal gravity value computed on the
 DF9579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9579.degrees latitude (g = 980.6199 gals.).
 DF9579
 DF9579.The modeled gravity was interpolated from observed gravity values.
 DF9579
 DF9579;                    North         East    Units  Estimated Accuracy
 DF9579;SPC WI S     -   151,413.      720,326.      MT  (+/- 10 meters HH2 GPS)
 DF9579
 DF9579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7717201168(NAD 83)
 DF9579
 DF9579                          SUPERSEDED SURVEY CONTROL
 DF9579
 DF9579  NAVD 88 (04/20/07)  315.294  (m)         1034.43   (f) SUPERSEDED  2 1
 DF9579  NAVD 88 (02/25/04)  315.254  (m)         1034.30   (f) SUPERSEDED  2 1
 DF9579
 DF9579.Superseded values are not recommended for survey control.
 DF9579
 DF9579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9579.See file dsdata.pdf to determine how the superseded data were derived.
 DF9579
 DF9579_MARKER: DD = SURVEY DISK
 DF9579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9579_STAMPING: 2W23 2002
 DF9579_MARK LOGO: WIDT
 DF9579_PROJECTION: FLUSH
 DF9579_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9579+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DF9579
 DF9579  HISTORY     - Date     Condition        Report By
 DF9579  HISTORY     - 2001     MONUMENTED       WIDT
 DF9579  HISTORY     - 20060612 GOOD             WIDT
 DF9579
 DF9579                          STATION DESCRIPTION
 DF9579
 DF9579'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9579'THE STATION IS LOCATED ABOUT 27 KM SOUTHEAST OF BEAVER DAM, 24 KM
 DF9579'NORTHEAST OF WATERTOWN, AND 10 KM WEST-NORTHWEST OF HARTFORD.
 DF9579'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9579'STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 67
 DF9579'ABOUT 11 KM WEST OF THE CITY OF HARTFORD, GO NORTH ON STATE HIGHWAY
 DF9579'67 FOR 3.0 KM TO BUTLER ROAD AND THE STATION ON THE RIGHT.  THE
 DF9579'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9579'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9579'CONCRETE POST TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY
 DF9579'PAVEMENT.  THE STATION IS 13.6 M EAST OF THE CENTERLINE OF STATE
 DF9579'HIGHWAY 67, 82.5 M NORTH OF THE CENTERLINE OF BUTLER ROAD, 38.6 M
 DF9579'EAST OF POWER POLE --92-03064  50-2--, 36.6 M SOUTH OF A METAL
 DF9579'--R/W-- POST, AND 2 M WEST OF A CULTIVATED FIELD. ---NOTE---THE
 DF9579'STATION IS WEST, NORTHEAST AND SOUTHEAST OF THREE WHITE PLASTIC
 DF9579'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9579'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9579
 DF9579                          STATION RECOVERY (2006)
 DF9579
 DF9579'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9579'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 38.6 M
 DF9579'EAST-NORTHEAST (NOT EAST) OF POWER POLE --92-03064 50-2--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9977 ***********************************************************************
 DF9977  DESIGNATION -  2W24
 DF9977  PID         -  DF9977
 DF9977  STATE/COUNTY-  WI/JEFFERSON
 DF9977  COUNTRY     -  US
 DF9977  USGS QUAD   -  FORT ATKINSON (2018)
 DF9977
 DF9977                         *CURRENT SURVEY CONTROL
 DF9977  ______________________________________________________________________
 DF9977* NAD 83(1986) POSITION- 42 56 14.51   (N) 088 49 52.25   (W)   HD_HELD1
 DF9977* NAVD 88 ORTHO HEIGHT -   239.519 (meters)      785.82  (feet) ADJUSTED
 DF9977  ______________________________________________________________________
 DF9977  GEOID HEIGHT    -        -34.264 (meters)                     GEOID18
 DF9977  DYNAMIC HEIGHT  -        239.456 (meters)      785.62  (feet) COMP
 DF9977  MODELED GRAVITY -    980,349.6   (mgal)                       NAVD 88
 DF9977
 DF9977  VERT ORDER      -  SECOND    CLASS I
 DF9977
 DF9977.The horizontal coordinates were determined by differentially corrected
 DF9977.hand held GPS observations or other comparable positioning techniques
 DF9977.and have an estimated accuracy of +/- 3 meters.
 DF9977
 DF9977.The orthometric height was determined by differential leveling and
 DF9977.adjusted by the WI DEPT OF TRANSP
 DF9977.in May 2012.
 DF9977
 DF9977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9977.GEOID18 height accuracy estimate available here.
 DF9977
 DF9977.Click photographs - Photos may exist for this station.
 DF9977
 DF9977.The dynamic height is computed by dividing the NAVD 88
 DF9977.geopotential number by the normal gravity value computed on the
 DF9977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9977.degrees latitude (g = 980.6199 gals.).
 DF9977
 DF9977.The modeled gravity was interpolated from observed gravity values.
 DF9977
 DF9977;                    North         East    Units  Estimated Accuracy
 DF9977;SPC WI S     -   104,801.0     695,397.0     MT  (+/- 3 meters HH1 GPS) 
 DF9977
 DF9977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5059055485(NAD 83)
 DF9977
 DF9977                          SUPERSEDED SURVEY CONTROL
 DF9977
 DF9977  NAVD 88 (04/20/07)  239.498  (m)          785.75   (f) SUPERSEDED  2 1
 DF9977  NAVD 88 (02/25/04)  239.469  (m)          785.66   (f) SUPERSEDED  2 1
 DF9977
 DF9977.Superseded values are not recommended for survey control.
 DF9977
 DF9977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9977.See file dsdata.pdf to determine how the superseded data were derived.
 DF9977
 DF9977_MARKER: DD = SURVEY DISK
 DF9977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9977_STAMPING: 2W24 2002
 DF9977_MARK LOGO: WIDT
 DF9977_PROJECTION: FLUSH
 DF9977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9977+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DF9977
 DF9977  HISTORY     - Date     Condition        Report By
 DF9977  HISTORY     - 2001     MONUMENTED       WIDT
 DF9977  HISTORY     - 20061003 GOOD             WIDT
 DF9977
 DF9977                          STATION DESCRIPTION
 DF9977
 DF9977'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9977'THE STATION IS LOCATED IN THE CIY OF FORT ATKINSON.  OWNERSHIP--CITY
 DF9977'OF FORT ATKINSON.  TO REACH THE STATION FROM THE JUNCTION OF US
 DF9977'HIGHWAY 12 (MADISON AVENUE) WITH STATE HIGHWAY 89 NORTH IN THE CITY
 DF9977'OF FORT ATKINSON, GO NORTH ON STATE HIGHWAY 89 FOR 0.1 KM TO NORTH
 DF9977'4TH STREET ON THE RIGHT, TURN RIGHT AND GO EAST ON NORTH 4TH STREET
 DF9977'FOR 0.5 KM TO NORTH HIGH STREET, TURN LEFT AND GO NORTH ON NORTH HIGH
 DF9977'STREET FOR 0.5 KM TO HAKE STREET ON THE LEFT, TURN LEFT AND GO WEST
 DF9977'ON HAKE STREET FOR 0.1 KM TO THE STATION ON THE LEFT ON THE NORTH END
 DF9977'OF RALPH PARK.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9977'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9977'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9977'LEVEL WITH THE STREET PAVEMENT.  THE STATION IS 9.8 M SOUTH OF THE
 DF9977'CENTERLINE OF HAKE STREET, 31.1 M SOUTHEAST OF POWER POLE --99-11060
 DF9977'45-4--, 21.1 M EAST OF THE RIGHT FIELD FOUL POST OF THE SOFTBALL
 DF9977'DIAMOND AND 2.3 M WEST OF THE WEST EDGE OF THE BLACKTOP ENTRANCE TO A
 DF9977'PARK. ---NOTE---THE STATION IS EAST, WEST AND NORTH OF THREE WHITE
 DF9977'PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9977'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DF9977'EXCEPT FOR TREES TO THE NORTH EXTENDING TO 32 DEGREES.
 DF9977
 DF9977                          STATION RECOVERY (2006)
 DF9977
 DF9977'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9977'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M SOUTH OF THE
 DF9977'SOUTH EDGE OF A CONCRETE SIDEWALK.  ---NOTE--- THERE IS NO WITNESS
 DF9977'POST PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9976 ***********************************************************************
 DF9976  DESIGNATION -  2W25
 DF9976  PID         -  DF9976
 DF9976  STATE/COUNTY-  WI/JEFFERSON
 DF9976  COUNTRY     -  US
 DF9976  USGS QUAD   -  FORT ATKINSON (2018)
 DF9976
 DF9976                         *CURRENT SURVEY CONTROL
 DF9976  ______________________________________________________________________
 DF9976* NAD 83(1986) POSITION- 42 59 05.3    (N) 088 48 23.8    (W)   HD_HELD2
 DF9976* NAVD 88 ORTHO HEIGHT -   246.797 (meters)      809.70  (feet) ADJUSTED
 DF9976  ______________________________________________________________________
 DF9976  GEOID HEIGHT    -        -34.353 (meters)                     GEOID18
 DF9976  DYNAMIC HEIGHT  -        246.732 (meters)      809.49  (feet) COMP
 DF9976  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 DF9976
 DF9976  VERT ORDER      -  SECOND    CLASS I
 DF9976
 DF9976.The horizontal coordinates were established by autonomous hand held GPS
 DF9976.observations and have an estimated accuracy of +/- 10 meters.
 DF9976
 DF9976.The orthometric height was determined by differential leveling and
 DF9976.adjusted by the WI DEPT OF TRANSP
 DF9976.in May 2012.
 DF9976
 DF9976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9976.GEOID18 height accuracy estimate available here.
 DF9976
 DF9976.Click photographs - Photos may exist for this station.
 DF9976
 DF9976.The dynamic height is computed by dividing the NAVD 88
 DF9976.geopotential number by the normal gravity value computed on the
 DF9976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9976.degrees latitude (g = 980.6199 gals.).
 DF9976
 DF9976.The modeled gravity was interpolated from observed gravity values.
 DF9976
 DF9976;                    North         East    Units  Estimated Accuracy
 DF9976;SPC WI S     -   110,099.      697,327.      MT  (+/- 10 meters HH2 GPS)
 DF9976
 DF9976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5270860711(NAD 83)
 DF9976
 DF9976                          SUPERSEDED SURVEY CONTROL
 DF9976
 DF9976  NAVD 88 (04/20/07)  246.775  (m)          809.63   (f) SUPERSEDED  2 1
 DF9976  NAVD 88 (02/25/04)  246.746  (m)          809.53   (f) SUPERSEDED  2 1
 DF9976
 DF9976.Superseded values are not recommended for survey control.
 DF9976
 DF9976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9976.See file dsdata.pdf to determine how the superseded data were derived.
 DF9976
 DF9976_MARKER: DD = SURVEY DISK
 DF9976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9976_STAMPING: 2W25 2002
 DF9976_MARK LOGO: WIDT
 DF9976_PROJECTION: FLUSH
 DF9976_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9976+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DF9976
 DF9976  HISTORY     - Date     Condition        Report By
 DF9976  HISTORY     - 2001     MONUMENTED       WIDT
 DF9976  HISTORY     - 20061004 GOOD             WIDT
 DF9976
 DF9976                          STATION DESCRIPTION
 DF9976
 DF9976'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9976'THE STATION IS LOCATED ABOUT 17 KM EAST-SOUTHEAST OF CAMBRIDGE, 6 KM
 DF9976'NORTH-NORTHEAST OF FORT ATKINSON AND 2 KM SOUTH OF JEFFERSON.
 DF9976'OWNERSHIP--JEFFERSON COUNTY. TO REACH THE STATION FROM THE JUNCTION
 DF9976'OF US HIGHWAY 18 WITH STATE HIGHWAY 26 AT THE INTERSECTION OF RACINE
 DF9976'STREET AND MAIN STREET IN THE CITY OF JEFFERSON, GO SOUTH ON STATE
 DF9976'HIGHWAY 26 (MAIN STREET) FOR 1.4 KM TO COUNTY HIGHWAY K, TURN LEFT
 DF9976'AND GO SOUTH ON COUNTY HIGHWAY K FOR 0.8 KM TO THE STATION ON THE
 DF9976'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9976'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9976'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW
 DF9976'THE HIGHWAY PAVEMENT. THE STATION IS 8.5 M EAST OF THE CENTERLINE OF
 DF9976'COUNTY HIGHWAY K, 26.0 M SOUTH-SOUTHEAST OF POWER POLE--JEFFERSON
 DF9976'ELECTRIC RURAL 11F11D--, 25.5 M EAST-SOUTHEAST OF POWER POLE
 DF9976'--11F11C--, AND 0.3 M WEST OF A BARBED WIRE FENCE. ---NOTE---THE
 DF9976'STATION IS SOUTH, NORTH AND EAST OF THREE WHITE PLASTIC WITNESS
 DF9976'POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9976'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9976
 DF9976                          STATION RECOVERY (2006)
 DF9976
 DF9976'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9976'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 93 M
 DF9976'NORTH OF PRIVATE ENTRANCE --N3902-- AND 91 M SOUTH OF PRIVATE ENTRANCE
 DF9976'--N3946--.   NOTE-- THE BARBED WIRE FENCE IS NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9975 ***********************************************************************
 DF9975  DESIGNATION -  2W26
 DF9975  PID         -  DF9975
 DF9975  STATE/COUNTY-  WI/JEFFERSON
 DF9975  COUNTRY     -  US
 DF9975  USGS QUAD   -  JEFFERSON (2018)
 DF9975
 DF9975                         *CURRENT SURVEY CONTROL
 DF9975  ______________________________________________________________________
 DF9975* NAD 83(1986) POSITION- 43 03 22.21   (N) 088 47 39.40   (W)   HD_HELD1
 DF9975* NAVD 88 ORTHO HEIGHT -   252.282 (meters)      827.70  (feet) ADJUSTED
 DF9975  ______________________________________________________________________
 DF9975  GEOID HEIGHT    -        -34.477 (meters)                     GEOID18
 DF9975  DYNAMIC HEIGHT  -        252.216 (meters)      827.48  (feet) COMP
 DF9975  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 DF9975
 DF9975  VERT ORDER      -  SECOND    CLASS I
 DF9975
 DF9975.The horizontal coordinates were determined by differentially corrected
 DF9975.hand held GPS observations or other comparable positioning techniques
 DF9975.and have an estimated accuracy of +/- 3 meters.
 DF9975
 DF9975.The orthometric height was determined by differential leveling and
 DF9975.adjusted by the WI DEPT OF TRANSP
 DF9975.in May 2012.
 DF9975
 DF9975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9975.GEOID18 height accuracy estimate available here.
 DF9975
 DF9975.Click photographs - Photos may exist for this station.
 DF9975
 DF9975.The dynamic height is computed by dividing the NAVD 88
 DF9975.geopotential number by the normal gravity value computed on the
 DF9975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9975.degrees latitude (g = 980.6199 gals.).
 DF9975
 DF9975.The modeled gravity was interpolated from observed gravity values.
 DF9975
 DF9975;                    North         East    Units  Estimated Accuracy
 DF9975;SPC WI S     -   118,040.4     698,217.9     MT  (+/- 3 meters HH1 GPS) 
 DF9975
 DF9975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5388368614(NAD 83)
 DF9975
 DF9975                          SUPERSEDED SURVEY CONTROL
 DF9975
 DF9975  NAVD 88 (04/20/07)  252.259  (m)          827.62   (f) SUPERSEDED  2 1
 DF9975  NAVD 88 (02/25/04)  252.224  (m)          827.50   (f) SUPERSEDED  2 1
 DF9975
 DF9975.Superseded values are not recommended for survey control.
 DF9975
 DF9975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9975.See file dsdata.pdf to determine how the superseded data were derived.
 DF9975
 DF9975_MARKER: DD = SURVEY DISK
 DF9975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9975_STAMPING: 2W26 2002
 DF9975_MARK LOGO: WIDT
 DF9975_PROJECTION: FLUSH
 DF9975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9975+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 DF9975
 DF9975  HISTORY     - Date     Condition        Report By
 DF9975  HISTORY     - 2001     MONUMENTED       WIDT
 DF9975  HISTORY     - 20060919 GOOD             WIDT
 DF9975
 DF9975                          STATION DESCRIPTION
 DF9975
 DF9975'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9975'THE STATION IS LOCATED ABOUT 19 KM NORTHEAST OF CAMBRIDGE, 9 KM
 DF9975'NORTH-NORTHEAST OF FORT ATKINSON AND 5 KM NORTH OF JEFFERSON.
 DF9975'OWNERSHIP--TOWN OF AZTALAN.  TO REACH THE STATION FROM THE JUNCTION
 DF9975'OF US HIGHWAY 18 WITH STATE HIGHWAY 26 AT THE INTERSECTION OF RACINE
 DF9975'STREET AND MAIN STREET IN THE CITY OF JEFFERSON, GO NORTH ON STATE
 DF9975'HIGHWAY 26 (MAIN STREET) FOR 5.6 KM TO JEFFERSON ROAD ON THE LEFT,
 DF9975'TURN LEFT AND GO NORTH ON JEFFERSON ROAD FOR 0.3 KM TO THE STATION ON
 DF9975'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9975'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9975'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9975'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.2 M WEST OF THE
 DF9975'CENTERLINE OF JEFFERSON ROAD, 58 M SOUTH OF TELEPHONE PEDESTAL --300
 DF9975'90--, 14.3 M NORTH OF A WOOD POST FOR A --LEFT CURVE-- SIGN, AND 4 M
 DF9975'EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST, NORTH AND
 DF9975'SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION
 DF9975'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF9975'THE HORIZON.
 DF9975
 DF9975                          STATION RECOVERY (2006)
 DF9975
 DF9975'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9975'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DF9975'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9973 ***********************************************************************
 DF9973  DESIGNATION -  2W28
 DF9973  PID         -  DF9973
 DF9973  STATE/COUNTY-  WI/DODGE
 DF9973  COUNTRY     -  US
 DF9973  USGS QUAD   -  WATERTOWN (2018)
 DF9973
 DF9973                         *CURRENT SURVEY CONTROL
 DF9973  ______________________________________________________________________
 DF9973* NAD 83(1986) POSITION- 43 14 01.70   (N) 088 44 27.44   (W)   HD_HELD1
 DF9973* NAVD 88 ORTHO HEIGHT -   262.840 (meters)      862.33  (feet) ADJUSTED
 DF9973  ______________________________________________________________________
 DF9973  GEOID HEIGHT    -        -34.779 (meters)                     GEOID18
 DF9973  DYNAMIC HEIGHT  -        262.775 (meters)      862.12  (feet) COMP
 DF9973  MODELED GRAVITY -    980,367.2   (mgal)                       NAVD 88
 DF9973
 DF9973  VERT ORDER      -  SECOND    CLASS I
 DF9973
 DF9973.The horizontal coordinates were determined by differentially corrected
 DF9973.hand held GPS observations or other comparable positioning techniques
 DF9973.and have an estimated accuracy of +/- 3 meters.
 DF9973
 DF9973.The orthometric height was determined by differential leveling and
 DF9973.adjusted by the WI DEPT OF TRANSP
 DF9973.in May 2012.
 DF9973
 DF9973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9973.GEOID18 height accuracy estimate available here.
 DF9973
 DF9973.Click photographs - Photos may exist for this station.
 DF9973
 DF9973.The dynamic height is computed by dividing the NAVD 88
 DF9973.geopotential number by the normal gravity value computed on the
 DF9973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9973.degrees latitude (g = 980.6199 gals.).
 DF9973
 DF9973.The modeled gravity was interpolated from observed gravity values.
 DF9973
 DF9973;                    North         East    Units  Estimated Accuracy
 DF9973;SPC WI S     -   137,835.8     702,263.2     MT  (+/- 3 meters HH1 GPS) 
 DF9973
 DF9973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5863588250(NAD 83)
 DF9973
 DF9973                          SUPERSEDED SURVEY CONTROL
 DF9973
 DF9973  NAVD 88 (04/20/07)  262.816  (m)          862.26   (f) SUPERSEDED  2 1
 DF9973  NAVD 88 (02/25/04)  262.775  (m)          862.12   (f) SUPERSEDED  2 1
 DF9973
 DF9973.Superseded values are not recommended for survey control.
 DF9973
 DF9973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9973.See file dsdata.pdf to determine how the superseded data were derived.
 DF9973
 DF9973_MARKER: DD = SURVEY DISK
 DF9973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9973_STAMPING: 2W28 2002
 DF9973_MARK LOGO: WIDT
 DF9973_PROJECTION: FLUSH
 DF9973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9973+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2016
 DF9973
 DF9973  HISTORY     - Date     Condition        Report By
 DF9973  HISTORY     - 2001     MONUMENTED       WIDT
 DF9973  HISTORY     - 20060613 GOOD             WIDT
 DF9973  HISTORY     - 20120627 GOOD             WIDT
 DF9973  HISTORY     - 20160915 GOOD             WIDT
 DF9973
 DF9973                          STATION DESCRIPTION
 DF9973
 DF9973'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9973'THE STATION IS LOCATED ABOUT 25 KM SOUTHEAST OF COLUMBUS, 21 KM
 DF9973'NORTHEAST OF WATERLOO AND 4 KM NORTH OF WATERTOWN.  OWNERSHIP--TOWN
 DF9973'OF EMMET.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16
 DF9973'(NORTH CHURCH STREET) WITH STATE HIGHWAY 26 (WEST MAIN STREET) IN THE
 DF9973'CITY OF WATERTOWN, GO NORTH ON STATE HIGHWAY 16 ANDSTATE HIGHWAY 26
 DF9973'(NORTH CHURCH STREET) FOR 4.5 KM TO KILN DRIVE ON THE LEFT, TURN LEFT
 DF9973'AND GO WEST ON KILN DRIVE FOR 0.2 KM TO THE STATION ON THE RIGHT. THE
 DF9973'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9973'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9973'CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT LEVEL WITH THE ROAD
 DF9973'PAVEMENT.  THE STATION IS 5.3 M NORTH OF THE CENTERLINE OF KILN
 DF9973'DRIVE, 18 M EAST NORTHEAST OF THE EXTENDED CENTERLINE OF A GRAVEL
 DF9973'PRIVATE ENTRANCE --NO NUMBER--, 17.7 M EAST-NORTHEAST OF A CONCRETE
 DF9973'POST FOR A DRIVEWAY LIGHT, 14.6 M WEST-NORTHWEST OF A POWER POLE
 DF9973'--E57-11184--, AND 1 M SOUTH OF THE EDGE OF A CULTIVATED FIELD.
 DF9973'---NOTE---THE STATION IS 0.8 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DF9973'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9973'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9973
 DF9973                          STATION RECOVERY (2006)
 DF9973
 DF9973'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9973'RECOVERED IN GOOD CONDITION.
 DF9973
 DF9973                          STATION RECOVERY (2012)
 DF9973
 DF9973'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (GRS)
 DF9973'RECOVERED AS DESCRIBED IN GOOD CONDITION, EXCEPT THE HIGHWAY 26 BYPASS
 DF9973'HAS BEEN CONSTRUCTED TO THE WEST OF THE STATION.  THE STATION IS 20.9
 DF9973'M (AS MEASURED PERPENDICULAR TO THE FENCE) SOUTHEAST OF THE
 DF9973'RIGHT-OF-WAY FENCE ON THE SOUTHEAST SIDE OF HIGHWAY 26.
 DF9973
 DF9973                          STATION RECOVERY (2016)
 DF9973
 DF9973'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9973'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTH OF CLYMAN, 2.8 MI
 DF9973'(4.5 KM) NORTH-NORTHWEST OF WATERTOWN AND 2.2 MI (3.5 KM)
 DF9973'EAST-SOUTHEAST OF RICHWOOD.
 DF9973'
 DF9973'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND STATE
 DF9973'HIGHWAY 26 WITH COUNTY HIGHWAY L AND COUNTY HIGHWAY Q, ABOUT 3 MI (4.8
 DF9973'KM) NORTH OF THE CITY OF WATERTOWN, GO EAST THEN CURVE SOUTH ON COUNTY
 DF9973'HIGHWAY L.
 DF9973'
 DF9973'THE MARK IS 0.5 MI (0.8 KM) TO KILN DRIVE ON THE RIGHT.  TURN RIGHT
 DF9973'AND GO WEST ON KILN DRIVE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DF9973'RIGHT, AS PREVIOUSLY DESCRIBED.
 DF9973'
 DF9973'NOTE-A TRANSPORTATION IMPROVEMENT PROJECT HAS EXPANDED AND RELOCATED
 DF9973'STATE HIGHWAY 26 NORTH OF THE CITY OF WATERTOWN.  THE FORMER STATE
 DF9973'HIGHWAY 26 ROADWAY IS NOW KNOWN AS COUNTY HIGHWAY L.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9967 ***********************************************************************
 DF9967  DESIGNATION -  2W33
 DF9967  PID         -  DF9967
 DF9967  STATE/COUNTY-  WI/DODGE
 DF9967  COUNTRY     -  US
 DF9967  USGS QUAD   -  CLYMAN (2018)
 DF9967
 DF9967                         *CURRENT SURVEY CONTROL
 DF9967  ______________________________________________________________________
 DF9967* NAD 83(1986) POSITION- 43 19 08.64   (N) 088 43 11.33   (W)   HD_HELD1
 DF9967* NAVD 88 ORTHO HEIGHT -   272.906 (meters)      895.36  (feet) ADJUSTED
 DF9967  ______________________________________________________________________
 DF9967  GEOID HEIGHT    -        -34.911 (meters)                     GEOID18
 DF9967  DYNAMIC HEIGHT  -        272.840 (meters)      895.14  (feet) COMP
 DF9967  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 DF9967
 DF9967  VERT ORDER      -  SECOND    CLASS I
 DF9967
 DF9967.The horizontal coordinates were determined by differentially corrected
 DF9967.hand held GPS observations or other comparable positioning techniques
 DF9967.and have an estimated accuracy of +/- 3 meters.
 DF9967
 DF9967.The orthometric height was determined by differential leveling and
 DF9967.adjusted by the WI DEPT OF TRANSP
 DF9967.in May 2012.
 DF9967
 DF9967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9967.GEOID18 height accuracy estimate available here.
 DF9967
 DF9967.Click photographs - Photos may exist for this station.
 DF9967
 DF9967.The dynamic height is computed by dividing the NAVD 88
 DF9967.geopotential number by the normal gravity value computed on the
 DF9967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9967.degrees latitude (g = 980.6199 gals.).
 DF9967
 DF9967.The modeled gravity was interpolated from observed gravity values.
 DF9967
 DF9967;                    North         East    Units  Estimated Accuracy
 DF9967;SPC WI S     -   147,332.5     703,834.9     MT  (+/- 3 meters HH1 GPS) 
 DF9967
 DF9967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6054797683(NAD 83)
 DF9967
 DF9967                          SUPERSEDED SURVEY CONTROL
 DF9967
 DF9967  NAVD 88 (04/20/07)  272.881  (m)          895.28   (f) SUPERSEDED  2 1
 DF9967  NAVD 88 (02/25/04)  272.854  (m)          895.19   (f) SUPERSEDED  2 1
 DF9967
 DF9967.Superseded values are not recommended for survey control.
 DF9967
 DF9967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9967.See file dsdata.pdf to determine how the superseded data were derived.
 DF9967
 DF9967_MARKER: DD = SURVEY DISK
 DF9967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9967_STAMPING: 2W33 2002
 DF9967_MARK LOGO: WIDT
 DF9967_PROJECTION: FLUSH
 DF9967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9967+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2016
 DF9967
 DF9967  HISTORY     - Date     Condition        Report By
 DF9967  HISTORY     - 2001     MONUMENTED       WIDT
 DF9967  HISTORY     - 20060613 GOOD             WIDT
 DF9967  HISTORY     - 20160916 GOOD             WIDT
 DF9967
 DF9967                          STATION DESCRIPTION
 DF9967
 DF9967'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9967'THE STATION IS LOCATED ABOUT 14 KM NORTH OF WATERTOWN, 11 KM
 DF9967'EAST-SOUTHEAST OF LOWELL AND 1 KM NORTH OF CLYMAN.  OWNERSHIP--TOWN
 DF9967'OF CLYMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DF9967'26 WITH STATE HIGHWAY 60 ABOUT 16 KM NORTH OF THE CITY OF WATERTOWN,
 DF9967'GO EAST ON STATE HIGHWAY 60 FOR 1.9 KM TO JUNCTION ROAD ON THE RIGHT,
 DF9967'TURN RIGHT AND GO SOUTH THEN WEST ON JUNCTION ROAD FOR 2.7 KM TO MAIN
 DF9967'STREET ON THE RIGHT, CONTINUE SOUTH ON JUNCTION ROAD FOR 0.2 KM TO
 DF9967'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF9967'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9967'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9967'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.9 M EAST OF
 DF9967'THE CENTERLINE OF JUNCTION ROAD, 45 M SOUTH OF THE SOUTHERN-MOST
 DF9967'ENTRANCE TO PRIVATE ENTRANCE --N3458 JUNCTION ROAD--, 20.8 M
 DF9967'EAST-NORTHEAST OF A POWER POLE --97-17952 40-5--, 14.2 M NORTH-
 DF9967'NORTHEAST OF A WOOD POST FOR A --RIGHT TURN AHEAD-- SIGN, AND 5 M
 DF9967'WEST OF THE EDGE OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DF9967'WEST, NORTHEAST AND SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9967'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9967'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9967
 DF9967                          STATION RECOVERY (2006)
 DF9967
 DF9967'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9967'RECOVERED IN GOOD CONDITION.
 DF9967
 DF9967                          STATION RECOVERY (2016)
 DF9967
 DF9967'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9967'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9968 ***********************************************************************
 DF9968  DESIGNATION -  2W34
 DF9968  PID         -  DF9968
 DF9968  STATE/COUNTY-  WI/DODGE
 DF9968  COUNTRY     -  US
 DF9968  USGS QUAD   -  CLYMAN (2018)
 DF9968
 DF9968                         *CURRENT SURVEY CONTROL
 DF9968  ______________________________________________________________________
 DF9968* NAD 83(1986) POSITION- 43 19 48.36   (N) 088 42 52.27   (W)   HD_HELD1
 DF9968* NAVD 88 ORTHO HEIGHT -   276.531 (meters)      907.25  (feet) ADJUSTED
 DF9968  ______________________________________________________________________
 DF9968  GEOID HEIGHT    -        -34.930 (meters)                     GEOID18
 DF9968  DYNAMIC HEIGHT  -        276.464 (meters)      907.03  (feet) COMP
 DF9968  MODELED GRAVITY -    980,372.1   (mgal)                       NAVD 88
 DF9968
 DF9968  VERT ORDER      -  SECOND    CLASS I
 DF9968
 DF9968.The horizontal coordinates were determined by differentially corrected
 DF9968.hand held GPS observations or other comparable positioning techniques
 DF9968.and have an estimated accuracy of +/- 3 meters.
 DF9968
 DF9968.The orthometric height was determined by differential leveling and
 DF9968.adjusted by the WI DEPT OF TRANSP
 DF9968.in May 2012.
 DF9968
 DF9968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9968.GEOID18 height accuracy estimate available here.
 DF9968
 DF9968.Click photographs - Photos may exist for this station.
 DF9968
 DF9968.The dynamic height is computed by dividing the NAVD 88
 DF9968.geopotential number by the normal gravity value computed on the
 DF9968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9968.degrees latitude (g = 980.6199 gals.).
 DF9968
 DF9968.The modeled gravity was interpolated from observed gravity values.
 DF9968
 DF9968;                    North         East    Units  Estimated Accuracy
 DF9968;SPC WI S     -   148,564.7     704,245.4     MT  (+/- 3 meters HH1 GPS) 
 DF9968
 DF9968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6100198900(NAD 83)
 DF9968
 DF9968                          SUPERSEDED SURVEY CONTROL
 DF9968
 DF9968  NAVD 88 (04/20/07)  276.506  (m)          907.17   (f) SUPERSEDED  2 1
 DF9968  NAVD 88 (02/25/04)  276.480  (m)          907.08   (f) SUPERSEDED  2 1
 DF9968
 DF9968.Superseded values are not recommended for survey control.
 DF9968
 DF9968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9968.See file dsdata.pdf to determine how the superseded data were derived.
 DF9968
 DF9968_MARKER: DD = SURVEY DISK
 DF9968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9968_STAMPING: 2W34 2002
 DF9968_MARK LOGO: WIDT
 DF9968_PROJECTION: FLUSH
 DF9968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9968+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2016
 DF9968
 DF9968  HISTORY     - Date     Condition        Report By
 DF9968  HISTORY     - 2001     MONUMENTED       WIDT
 DF9968  HISTORY     - 20060613 GOOD             WIDT
 DF9968  HISTORY     - 20160914 GOOD             WIDT
 DF9968
 DF9968                          STATION DESCRIPTION
 DF9968
 DF9968'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9968'THE STATION IS LOCATED ABOUT 15 KM NORTH OF WATERTOWN, 13 KM
 DF9968'EAST-SOUTHEAST OF LOWELL AND 2 KM NORTH-NORTHEAST OF CLYMAN.
 DF9968'OWNERSHIP--TOWN OF CLYMAN. TO REACH THE STATION FROM THE JUNCTION OF
 DF9968'STATE HIGHWAY 26 NORTH WITH STATE HIGHWAY 60 EAST ABOUT 16 KM NORTH
 DF9968'OF THE CITY OF WATERTOWN, GO EAST ON STATE HIGHWAY 60 FOR 1.9 KM TO
 DF9968'JUNCTION ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON JUNCTION ROAD
 DF9968'FOR 1.4 KM TO THE STATION ON THE LEFT.    THE STATION IS A WISCONSIN
 DF9968'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9968'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9968'AND ABOUT 0.5 M ABOVE THE ROAD PAVEMENT. THE STATION IS 8.7 M EAST OF
 DF9968'THE CENTERLINE OF JUNCTION ROAD, 38.4 M SOUTH OF A METAL POST FOR A
 DF9968'--CAUTION TELEPHONE CABLE UNDERGROUND-- SIGN, 15.8 M NORTH OF A
 DF9968'TELEPHONE PEDESTAL --2672--, AND 2 M WEST OF A CULTIVATED FIELD.
 DF9968'---NOTE---THE STATION IS WEST, NORTHEAST AND SOUTHEAST OF THREE WHITE
 DF9968'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9968'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON
 DF9968
 DF9968                          STATION RECOVERY (2006)
 DF9968
 DF9968'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9968'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 27.5 M SOUTHEAST OF
 DF9968'POWER POLE --04-08646 40-5-- WITH ONE GUY WIRE AND 18.0 M NORTHEAST OF
 DF9968'A --SPEED LIMIT 45-- SIGN POST.
 DF9968
 DF9968                          STATION RECOVERY (2016)
 DF9968
 DF9968'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9968'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9529 ***********************************************************************
 DF9529  DESIGNATION -  2X01
 DF9529  PID         -  DF9529
 DF9529  STATE/COUNTY-  WI/MILWAUKEE
 DF9529  COUNTRY     -  US
 DF9529  USGS QUAD   -  WAUWATOSA (2018)
 DF9529
 DF9529                         *CURRENT SURVEY CONTROL
 DF9529  ______________________________________________________________________
 DF9529* NAD 83(1986) POSITION- 43 00 36.89   (N) 088 01 37.25   (W)   HD_HELD1
 DF9529* NAVD 88 ORTHO HEIGHT -   238.177 (meters)      781.42  (feet) ADJUSTED
 DF9529  ______________________________________________________________________
 DF9529  GEOID HEIGHT    -        -34.971 (meters)                     GEOID18
 DF9529  DYNAMIC HEIGHT  -        238.113 (meters)      781.21  (feet) COMP
 DF9529  MODELED GRAVITY -    980,345.6   (mgal)                       NAVD 88
 DF9529
 DF9529  VERT ORDER      -  SECOND    CLASS I
 DF9529
 DF9529.The horizontal coordinates were determined by differentially corrected
 DF9529.hand held GPS observations or other comparable positioning techniques
 DF9529.and have an estimated accuracy of +/- 3 meters.
 DF9529
 DF9529.The orthometric height was determined by differential leveling and
 DF9529.adjusted by the WI DEPT OF TRANSP
 DF9529.in May 2012.
 DF9529
 DF9529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9529.GEOID18 height accuracy estimate available here.
 DF9529
 DF9529.Click photographs - Photos may exist for this station.
 DF9529
 DF9529.The dynamic height is computed by dividing the NAVD 88
 DF9529.geopotential number by the normal gravity value computed on the
 DF9529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9529.degrees latitude (g = 980.6199 gals.).
 DF9529
 DF9529.The modeled gravity was interpolated from observed gravity values.
 DF9529
 DF9529;                    North         East    Units  Estimated Accuracy
 DF9529;SPC WI S     -   114,131.6     760,830.3     MT  (+/- 3 meters HH1 GPS) 
 DF9529
 DF9529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1630362464(NAD 83)
 DF9529
 DF9529                          SUPERSEDED SURVEY CONTROL
 DF9529
 DF9529  NAVD 88 (04/20/07)  238.151  (m)          781.33   (f) SUPERSEDED  2 1
 DF9529  NAVD 88 (02/25/04)  238.160  (m)          781.36   (f) SUPERSEDED  2 1
 DF9529
 DF9529.Superseded values are not recommended for survey control.
 DF9529
 DF9529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9529.See file dsdata.pdf to determine how the superseded data were derived.
 DF9529
 DF9529_MARKER: DD = SURVEY DISK
 DF9529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF9529_SP_SET: ABUTMENT
 DF9529_STAMPING: 2X01 2002
 DF9529_MARK LOGO: WIDT
 DF9529_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9529+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 DF9529
 DF9529  HISTORY     - Date     Condition        Report By
 DF9529  HISTORY     - 2001     MONUMENTED       WIDT
 DF9529  HISTORY     - 20060620 GOOD             WIDT
 DF9529  HISTORY     - 20060827 GOOD             USPSQD
 DF9529
 DF9529                          STATION DESCRIPTION
 DF9529
 DF9529'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9529'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE.  OWNERSHIP--CITY OF
 DF9529'MILWAUKEE.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DF9529'HIGHWAY 894 WITH STATE HIGHWAY 59 IN THE CITY OF MILWAUKEE, GO EAST
 DF9529'ON STATE HIGHWAY 59 FOR 0.7 KM TO 92ND STREET, TURN RIGHT AND GO
 DF9529'SOUTH ON 92ND STREET FOR 0.5 KM TO WEST MITCHELL STREET ON THE LEFT,
 DF9529'CONTINUE SOUTH ON 92ND STREET FOR 0.2 KM TO BRIDGE --B-40-562-89--
 DF9529'OVER THE RAILROAD TRACKS AND THE STATION ON THE LEFT.  THE STATION IS
 DF9529'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9529'CONTROL STATION DISK SET IN THE EAST END OF THE NORTH BRIDGE ABUTMENT
 DF9529'AND ABOUT 1 M ABOVE THE STREET PAVEMENT.  THE STATION IS 8.7 M
 DF9529'SOUTH-SOUTHEAST OF THE CENTERLINE OF 92ND STREET, 43.3 M NORTHEAST OF
 DF9529'METAL LIGHT POLE --N31900--, 10.0 M SOUTHWEST OF METAL POST FOR A
 DF9529'--CAUTION CLUB ENTRANCE-- SIGN WITH FLASHING YELLOW LIGHT AND 4.1 M
 DF9529'WEST-SOUTHWEST OF THE SOUTHERN MOST END OF A METAL RAIL ALONG THE
 DF9529'SIDEWALK.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DF9529'OBSERVATIONS DUE TO TREES OVERHEAD.
 DF9529
 DF9529                          STATION RECOVERY (2006)
 DF9529
 DF9529'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9529'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN THE TOP OF
 DF9529'THE NORTH END OF THE WEST BRIDGE PARAPET, 43 CM NORTH OF THE NORTH END
 DF9529'OF A WIRE CHAIN LINK FENCE, 17 CM SOUTH OF THE NORTH END OF THE
 DF9529'PARAPET, AND 45 CM SOUTH-SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DF9529
 DF9529                          STATION RECOVERY (2006)
 DF9529
 DF9529'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 DF9529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9526 ***********************************************************************
 DF9526  DESIGNATION -  2X04
 DF9526  PID         -  DF9526
 DF9526  STATE/COUNTY-  WI/MILWAUKEE
 DF9526  COUNTRY     -  US
 DF9526  USGS QUAD   -  WAUWATOSA (2018)
 DF9526
 DF9526                         *CURRENT SURVEY CONTROL
 DF9526  ______________________________________________________________________
 DF9526* NAD 83(1986) POSITION- 43 03 07.39   (N) 088 02 51.72   (W)   HD_HELD1
 DF9526* NAVD 88 ORTHO HEIGHT -   219.675 (meters)      720.72  (feet) ADJUSTED
 DF9526  ______________________________________________________________________
 DF9526  GEOID HEIGHT    -        -34.991 (meters)                     GEOID18
 DF9526  DYNAMIC HEIGHT  -        219.617 (meters)      720.53  (feet) COMP
 DF9526  MODELED GRAVITY -    980,349.1   (mgal)                       NAVD 88
 DF9526
 DF9526  VERT ORDER      -  SECOND    CLASS I
 DF9526
 DF9526.The horizontal coordinates were determined by differentially corrected
 DF9526.hand held GPS observations or other comparable positioning techniques
 DF9526.and have an estimated accuracy of +/- 3 meters.
 DF9526
 DF9526.The orthometric height was determined by differential leveling and
 DF9526.adjusted by the WI DEPT OF TRANSP
 DF9526.in May 2012.
 DF9526
 DF9526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9526.GEOID18 height accuracy estimate available here.
 DF9526
 DF9526.Click photographs - Photos may exist for this station.
 DF9526
 DF9526.The dynamic height is computed by dividing the NAVD 88
 DF9526.geopotential number by the normal gravity value computed on the
 DF9526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9526.degrees latitude (g = 980.6199 gals.).
 DF9526
 DF9526.The modeled gravity was interpolated from observed gravity values.
 DF9526
 DF9526;                    North         East    Units  Estimated Accuracy
 DF9526;SPC WI S     -   118,734.8     759,035.7     MT  (+/- 3 meters HH1 GPS) 
 DF9526
 DF9526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1467567127(NAD 83)
 DF9526
 DF9526                          SUPERSEDED SURVEY CONTROL
 DF9526
 DF9526  NAVD 88 (04/20/07)  219.649  (m)          720.63   (f) SUPERSEDED  2 1
 DF9526  NAVD 88 (02/25/04)  219.656  (m)          720.65   (f) SUPERSEDED  2 1
 DF9526
 DF9526.Superseded values are not recommended for survey control.
 DF9526
 DF9526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9526.See file dsdata.pdf to determine how the superseded data were derived.
 DF9526
 DF9526_MARKER: DD = SURVEY DISK
 DF9526_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9526_SP_SET: RETAINING WALL
 DF9526_STAMPING: 2X04 2002
 DF9526_MARK LOGO: WIDT
 DF9526_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9526+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DF9526
 DF9526  HISTORY     - Date     Condition        Report By
 DF9526  HISTORY     - 2001     MONUMENTED       WIDT
 DF9526  HISTORY     - 20060620 GOOD             WIDT
 DF9526
 DF9526                          STATION DESCRIPTION
 DF9526
 DF9526'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9526'THE STATION IS LOCATED ABOUT 16 KM EAST NORTHEAST OF WAUKESHA, 12 KM
 DF9526'WEST OF MILWAUKEE AND 5 KM EAST-SOUTHEAST OF BROOKFIELD.
 DF9526'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9526'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY
 DF9526'100 ABOUT 12 KM WEST OF THE CITY OF MILWAUKEE, GO NORTH ON STATE
 DF9526'HIGHWAY 100 FOR 1.9 KM TO WEST WATERTOWN PLANK ROAD, CONTINUE NORTH
 DF9526'ON STATE HIGHWAY 100 FOR 0.6 KM TO A BRIDGE AND THE STATION ON THE
 DF9526'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9526'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A CONCRETE
 DF9526'RETAINING WALL ABOUT 0.8 M ABOVE THE HIGHWAY PAVEMENT. THE STATION IS
 DF9526'2.0 M WEST OF THE EDGE OF PAVEMENT OF STATE HIGHWAY 100, 10.7 M EAST
 DF9526'OF THE CENTERLINE OF A DEAD END ROAD BETWEEN STATE HIGHWAY 100
 DF9526'(MAYFAIR ROAD) AND THE POST OFFICE, 44.5 M SOUTHEAST OF THE NORTHEAST
 DF9526'CORNER OF THE US POST OFFICE FOR WAUWATOSA, WISCONSIN, 18.7 M NORTH
 DF9526'OF THE NORTHERNMOST POLE ON THE WEST SIDE OF THE BRIDGE, AND 15.8 M
 DF9526'SOUTH OF A LIGHT POLE WITH ELECTRONIC SIGN WITH WITH CONTROL BOX
 DF9526'--AVMS-40-012--.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9526'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9526
 DF9526                          STATION RECOVERY (2006)
 DF9526
 DF9526'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9526'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.1 M SOUTH OF THE
 DF9526'NORTH END OF THE RETAINING WALL.  NOTE-- THE SAFEST APPROACH TO THE
 DF9526'STATION IS TO CROSS OVER THE DESCRIBED BRIDGE TO WEST WALNUT ROAD
 DF9526'LEFT, TURN LEFT AND GO WEST ON WEST WALNUT ROAD FOR 40 M TO MAYFAIR
 DF9526'FRONTAGE ROAD LEFT, TURN LEFT AND GO SOUTH ON MAYFAIR FRONTAGE ROAD
 DF9526'FOR 83 M TO THE STATION ON THE TOP OF THE RETAINING WALL LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9525 ***********************************************************************
 DF9525  DESIGNATION -  2X05
 DF9525  PID         -  DF9525
 DF9525  STATE/COUNTY-  WI/MILWAUKEE
 DF9525  COUNTRY     -  US
 DF9525  USGS QUAD   -  WAUWATOSA (2018)
 DF9525
 DF9525                         *CURRENT SURVEY CONTROL
 DF9525  ______________________________________________________________________
 DF9525* NAD 83(1986) POSITION- 43 04 03.00   (N) 088 02 58.07   (W)   HD_HELD1
 DF9525* NAVD 88 ORTHO HEIGHT -   227.726 (meters)      747.13  (feet) ADJUSTED
 DF9525  ______________________________________________________________________
 DF9525  GEOID HEIGHT    -        -34.999 (meters)                     GEOID18
 DF9525  DYNAMIC HEIGHT  -        227.666 (meters)      746.93  (feet) COMP
 DF9525  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 DF9525
 DF9525  VERT ORDER      -  SECOND    CLASS I
 DF9525
 DF9525.The horizontal coordinates were determined by differentially corrected
 DF9525.hand held GPS observations or other comparable positioning techniques
 DF9525.and have an estimated accuracy of +/- 3 meters.
 DF9525
 DF9525.The orthometric height was determined by differential leveling and
 DF9525.adjusted by the WI DEPT OF TRANSP
 DF9525.in May 2012.
 DF9525
 DF9525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9525.GEOID18 height accuracy estimate available here.
 DF9525
 DF9525.Click photographs - Photos may exist for this station.
 DF9525
 DF9525.The dynamic height is computed by dividing the NAVD 88
 DF9525.geopotential number by the normal gravity value computed on the
 DF9525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9525.degrees latitude (g = 980.6199 gals.).
 DF9525
 DF9525.The modeled gravity was interpolated from observed gravity values.
 DF9525
 DF9525;                    North         East    Units  Estimated Accuracy
 DF9525;SPC WI S     -   120,446.9     758,851.9     MT  (+/- 3 meters HH1 GPS) 
 DF9525
 DF9525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1455368845(NAD 83)
 DF9525
 DF9525                          SUPERSEDED SURVEY CONTROL
 DF9525
 DF9525  NAVD 88 (04/20/07)  227.699  (m)          747.04   (f) SUPERSEDED  2 1
 DF9525  NAVD 88 (02/25/04)  227.706  (m)          747.07   (f) SUPERSEDED  2 1
 DF9525
 DF9525.Superseded values are not recommended for survey control.
 DF9525
 DF9525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9525.See file dsdata.pdf to determine how the superseded data were derived.
 DF9525
 DF9525_MARKER: DD = SURVEY DISK
 DF9525_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9525_SP_SET: ABUTMENT
 DF9525_STAMPING: 2X05 2002
 DF9525_MARK LOGO: WIDT
 DF9525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9525+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 DF9525
 DF9525  HISTORY     - Date     Condition        Report By
 DF9525  HISTORY     - 2001     MONUMENTED       WIDT
 DF9525  HISTORY     - 20060619 GOOD             WIDT
 DF9525
 DF9525                          STATION DESCRIPTION
 DF9525
 DF9525'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9525'THE STATION IS LOCATED ABOUT 12 KM NORTHWEST OF MILWAUKEE AND 5 KM
 DF9525'EAST OF BROOKFIELD. OWNERSHIP--CITY OF WAUWATOSA.  TO REACH THE
 DF9525'STATION FROM THE JUNCTION OF STATE HIGHWAY 100 (MAYFAIR ROAD) WITH
 DF9525'STATE HIGHWAY 190 (CAPITOL DRIVE) ABOUT 13 KM WEST-NORTHWEST OF THE
 DF9525'CITY OF MILWAUKEE, GO SOUTH ON STATE HIGHWAY 100 (MAYFAIR ROAD) FOR
 DF9525'2.3 KM TO WEST CENTER STREET, TURN RIGHT AND GO WEST ON WEST CENTER
 DF9525'STREET FOR 0.1 KM TO THE RAILROAD OVERPASS OVER WEST CENTER STREET
 DF9525'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9525'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9525'IN EAST END OF THE NORTH RAILROAD BRIDGE ABUTMENT AND ABOUT 5 M ABOVE
 DF9525'THE STREET PAVEMENT.  THE STATION IS 30.4 M SOUTH-SOUTHWEST OF POWER
 DF9525'POLE--55-1077 65-2--, 16 M SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DF9525'BLACKTOP PARKING LOT AND 2.8 M EAST-NORTHEAST OF THE EASTERNMOST RAIL
 DF9525'OF THE RAILROAD TRACKS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF9525'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9525
 DF9525                          STATION RECOVERY (2006)
 DF9525
 DF9525'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9524 ***********************************************************************
 DF9524  DESIGNATION -  2X06
 DF9524  PID         -  DF9524
 DF9524  STATE/COUNTY-  WI/MILWAUKEE
 DF9524  COUNTRY     -  US
 DF9524  USGS QUAD   -  WAUWATOSA (2018)
 DF9524
 DF9524                         *CURRENT SURVEY CONTROL
 DF9524  ______________________________________________________________________
 DF9524* NAD 83(1986) POSITION- 43 04 29.53   (N) 088 03 00.10   (W)   HD_HELD1
 DF9524* NAVD 88 ORTHO HEIGHT -   224.312 (meters)      735.93  (feet) ADJUSTED
 DF9524  ______________________________________________________________________
 DF9524  GEOID HEIGHT    -        -35.003 (meters)                     GEOID18
 DF9524  DYNAMIC HEIGHT  -        224.253 (meters)      735.74  (feet) COMP
 DF9524  MODELED GRAVITY -    980,352.0   (mgal)                       NAVD 88
 DF9524
 DF9524  VERT ORDER      -  SECOND    CLASS I
 DF9524
 DF9524.The horizontal coordinates were determined by differentially corrected
 DF9524.hand held GPS observations or other comparable positioning techniques
 DF9524.and have an estimated accuracy of +/- 3 meters.
 DF9524
 DF9524.The orthometric height was determined by differential leveling and
 DF9524.adjusted by the WI DEPT OF TRANSP
 DF9524.in May 2012.
 DF9524
 DF9524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9524.GEOID18 height accuracy estimate available here.
 DF9524
 DF9524.Click photographs - Photos may exist for this station.
 DF9524
 DF9524.The dynamic height is computed by dividing the NAVD 88
 DF9524.geopotential number by the normal gravity value computed on the
 DF9524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9524.degrees latitude (g = 980.6199 gals.).
 DF9524
 DF9524.The modeled gravity was interpolated from observed gravity values.
 DF9524
 DF9524;                    North         East    Units  Estimated Accuracy
 DF9524;SPC WI S     -   121,264.3     758,786.8     MT  (+/- 3 meters HH1 GPS) 
 DF9524
 DF9524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1451769663(NAD 83)
 DF9524
 DF9524                          SUPERSEDED SURVEY CONTROL
 DF9524
 DF9524  NAVD 88 (04/20/07)  224.285  (m)          735.84   (f) SUPERSEDED  2 1
 DF9524  NAVD 88 (02/25/04)  224.292  (m)          735.86   (f) SUPERSEDED  2 1
 DF9524
 DF9524.Superseded values are not recommended for survey control.
 DF9524
 DF9524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9524.See file dsdata.pdf to determine how the superseded data were derived.
 DF9524
 DF9524_MARKER: DD = SURVEY DISK
 DF9524_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9524_SP_SET: ABUTMENT
 DF9524_STAMPING: 2X06 2002
 DF9524_MARK LOGO: WIDT
 DF9524_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9524+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 DF9524
 DF9524  HISTORY     - Date     Condition        Report By
 DF9524  HISTORY     - 2001     MONUMENTED       WIDT
 DF9524  HISTORY     - 20060619 GOOD             WIDT
 DF9524
 DF9524                          STATION DESCRIPTION
 DF9524
 DF9524'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9524'THE STATION IS LOCATED ABOUT 12 KM WEST-NORTHWEST OF MILWAUKEE, 5 KM
 DF9524'EAST-NORTHEAST OF BROOKFIELD AND AND 4 KM NORTH-NORTHEAST OF ELM
 DF9524'GROVE. OWNERSHIP--CITY OF WAUWATOSA.  TO REACH THE STATION FROM THE
 DF9524'JUNCTION OF STATE HIGHWAY 100 (MAYFAIR ROAD) WITH STATE HIGHWAY 190
 DF9524'(CAPITOL DRIVE) ABOUT 13 KM WEST-NORTHWEST OF THE CITY OF MILWAUKEE,
 DF9524'GO SOUTH ON STATE HIGHWAY 100 (MAYFAIR ROAD) FOR 1.6 KM TO WEST
 DF9524'BURLEIGH STREET, TURN RIGHT AND GO WEST ON WEST BURLEIGH STREET FOR
 DF9524'0.1 KM TO A RAILROAD BRIDGE OVERPASS AND THE STATION ON THE RIGHT.
 DF9524'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9524'GEODETIC SURVEY CONTROL STATION DISK SET IN THE EASTERNMOST EDGE OF
 DF9524'THE NORTH RAILROAD BRIDGE ABUTMENT ABOUT 5 M ABOVE THE STREET
 DF9524'PAVEMENT.  THE STATION IS 10.5 M NORTHWEST OF THE THE CENTERLINE OF
 DF9524'THE WESTBOUND LANES OF WEST BURLEIGH STREET, 59.2 M NORTH-NORTHWEST
 DF9524'OF A RAILROAD SWITCH AND 2.9 M NORTHEAST OF THE NORTHEAST RAIL OF THE
 DF9524'RAILROAD TRACKS.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DF9524'OBSERVATIONS DUE TO A POWER POLE TO THE EAST EXTENDING TO 90 DEGREES
 DF9524'ABOVE THE HORIZON AND HIGH VOLTAGE POWERLINES OVERHEAD.
 DF9524
 DF9524                          STATION RECOVERY (2006)
 DF9524
 DF9524'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9524'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M WEST OF A
 DF9524'METAL PIPE HAND RAIL, 0.3 M NORTH OF A METAL GRATED WALKWAY, AND 0.3 M
 DF9524'EAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9522 ***********************************************************************
 DF9522  DESIGNATION -  2X07
 DF9522  PID         -  DF9522
 DF9522  STATE/COUNTY-  WI/MILWAUKEE
 DF9522  COUNTRY     -  US
 DF9522  USGS QUAD   -  WAUWATOSA (2018)
 DF9522
 DF9522                         *CURRENT SURVEY CONTROL
 DF9522  ______________________________________________________________________
 DF9522* NAD 83(1986) POSITION- 43 05 03.83   (N) 088 02 52.68   (W)   HD_HELD1
 DF9522* NAVD 88 ORTHO HEIGHT -   213.735 (meters)      701.23  (feet) ADJUSTED
 DF9522  ______________________________________________________________________
 DF9522  GEOID HEIGHT    -        -35.011 (meters)                     GEOID18
 DF9522  DYNAMIC HEIGHT  -        213.678 (meters)      701.04  (feet) COMP
 DF9522  MODELED GRAVITY -    980,353.2   (mgal)                       NAVD 88
 DF9522
 DF9522  VERT ORDER      -  SECOND    CLASS I
 DF9522
 DF9522.The horizontal coordinates were determined by differentially corrected
 DF9522.hand held GPS observations or other comparable positioning techniques
 DF9522.and have an estimated accuracy of +/- 3 meters.
 DF9522
 DF9522.The orthometric height was determined by differential leveling and
 DF9522.adjusted by the WI DEPT OF TRANSP
 DF9522.in May 2012.
 DF9522
 DF9522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9522.GEOID18 height accuracy estimate available here.
 DF9522
 DF9522.Click photographs - Photos may exist for this station.
 DF9522
 DF9522.The dynamic height is computed by dividing the NAVD 88
 DF9522.geopotential number by the normal gravity value computed on the
 DF9522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9522.degrees latitude (g = 980.6199 gals.).
 DF9522
 DF9522.The modeled gravity was interpolated from observed gravity values.
 DF9522
 DF9522;                    North         East    Units  Estimated Accuracy
 DF9522;SPC WI S     -   122,326.4     758,929.8     MT  (+/- 3 meters HH1 GPS) 
 DF9522
 DF9522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1469870719(NAD 83)
 DF9522
 DF9522                          SUPERSEDED SURVEY CONTROL
 DF9522
 DF9522  NAVD 88 (04/20/07)  213.708  (m)          701.14   (f) SUPERSEDED  2 1
 DF9522  NAVD 88 (02/25/04)  213.714  (m)          701.16   (f) SUPERSEDED  2 1
 DF9522
 DF9522.Superseded values are not recommended for survey control.
 DF9522
 DF9522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9522.See file dsdata.pdf to determine how the superseded data were derived.
 DF9522
 DF9522_MARKER: DD = SURVEY DISK
 DF9522_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9522_SP_SET: ABUTMENT
 DF9522_STAMPING: 2X07 2002
 DF9522_MARK LOGO: WIDT
 DF9522_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9522+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 DF9522
 DF9522  HISTORY     - Date     Condition        Report By
 DF9522  HISTORY     - 2001     MONUMENTED       WIDT
 DF9522  HISTORY     - 20040812 GOOD             USPSQD
 DF9522  HISTORY     - 20060619 GOOD             WIDT
 DF9522
 DF9522                          STATION DESCRIPTION
 DF9522
 DF9522'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9522'THE STATION IS LOCATED ABOUT 13 KM WEST-NORTHWEST OF MILWAUKEE, 5 KM
 DF9522'NORTHEAST OF BROOKFIELD AND 5 KM NORTH-NORTHEAST OF ELM GROVE.
 DF9522'OWNERSHIP--CITY OF WAUWATOSA.  TO REACH THE STATION FROM THE JUNCTION
 DF9522'OF US HIGHWAY 45 WITH STATE HIGHWAY 190 (CAPITOL DRIVE) ABOUT 13 KM
 DF9522'WEST-NORTHWEST OF THE CITY OF MILWAUKEE, GO EAST ON STATE HIGHWAY 190
 DF9522'FOR 0.8 KM TO STATE HIGHWAY 100, TURN RIGHT AND GO SOUTH ON STATE
 DF9522'HIGHWAY 100 FOR 0.5 KM TO MENOMONEE RIVER PARKWAY, CONTINUE SOUTH ON
 DF9522'STATE HIGHWAY 100 FOR 0.2 KM TO BRIDGE --B-40-340-68-- OVER THE
 DF9522'MENOMONEE RIVER AND THE STATION ON THE RIGHT.  THE STATION IS ON TOP
 DF9522'OF THE WEST PARAPET WALL OF THE SOUTH ABUTMENT OF THE WESTERNMOST
 DF9522'BRIDGE. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9522'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9522'WEST PARAPET WALL AND ABOUT 0.7 M ABOVE THE HIGHWAY PAVEMENT. THE
 DF9522'STATION IS 7.4 M WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 DF9522'STATE HIGHWAY 100, AND 59 M NORTH OF THE CENTERLINE OF PRIVATE
 DF9522'ENTRANCE--CURRIE GOLF COURSE--.  ---NOTE---THIS STATION HAS NO
 DF9522'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9522'HORIZON.
 DF9522
 DF9522                          STATION RECOVERY (2004)
 DF9522
 DF9522'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 DF9522'RECOVERED IN GOOD CONDITION.
 DF9522
 DF9522                          STATION RECOVERY (2006)
 DF9522
 DF9522'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9522'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8.1 M SOUTH OF
 DF9522'LIGHT POLE --N204-- WITH A --NO PARKING ANY TIME-- SIGN ATTACHED, 2.8
 DF9522'M NORTH OF THE SOUTH END OF THE WEST BRIDGE PARAPET, AND 13 CM SOUTH
 DF9522'OF A BRIDGE EXPANSION JOINT.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9522'STATION ARE TREES IN THE WEST QUADRANTS EXTENDING TO 40 DEGREES AND
 DF9522'TREES IN THE EAST QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DF9522'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9521 ***********************************************************************
 DF9521  DESIGNATION -  2X08
 DF9521  PID         -  DF9521
 DF9521  STATE/COUNTY-  WI/MILWAUKEE
 DF9521  COUNTRY     -  US
 DF9521  USGS QUAD   -  WAUWATOSA (2018)
 DF9521
 DF9521                         *CURRENT SURVEY CONTROL
 DF9521  ______________________________________________________________________
 DF9521* NAD 83(1986) POSITION- 43 06 23.06   (N) 088 03 12.63   (W)   HD_HELD1
 DF9521* NAVD 88 ORTHO HEIGHT -   216.092 (meters)      708.96  (feet) ADJUSTED
 DF9521  ______________________________________________________________________
 DF9521  GEOID HEIGHT    -        -35.013 (meters)                     GEOID18
 DF9521  DYNAMIC HEIGHT  -        216.036 (meters)      708.78  (feet) COMP
 DF9521  MODELED GRAVITY -    980,355.7   (mgal)                       NAVD 88
 DF9521
 DF9521  VERT ORDER      -  SECOND    CLASS I
 DF9521
 DF9521.The horizontal coordinates were determined by differentially corrected
 DF9521.hand held GPS observations or other comparable positioning techniques
 DF9521.and have an estimated accuracy of +/- 3 meters.
 DF9521
 DF9521.The orthometric height was determined by differential leveling and
 DF9521.adjusted by the WI DEPT OF TRANSP
 DF9521.in May 2012.
 DF9521
 DF9521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9521.GEOID18 height accuracy estimate available here.
 DF9521
 DF9521.Click photographs - Photos may exist for this station.
 DF9521
 DF9521.The dynamic height is computed by dividing the NAVD 88
 DF9521.geopotential number by the normal gravity value computed on the
 DF9521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9521.degrees latitude (g = 980.6199 gals.).
 DF9521
 DF9521.The modeled gravity was interpolated from observed gravity values.
 DF9521
 DF9521;                    North         East    Units  Estimated Accuracy
 DF9521;SPC WI S     -   124,760.0     758,421.7     MT  (+/- 3 meters HH1 GPS) 
 DF9521
 DF9521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1427873169(NAD 83)
 DF9521
 DF9521                          SUPERSEDED SURVEY CONTROL
 DF9521
 DF9521  NAVD 88 (04/20/07)  216.066  (m)          708.88   (f) SUPERSEDED  2 1
 DF9521  NAVD 88 (02/25/04)  216.071  (m)          708.89   (f) SUPERSEDED  2 1
 DF9521
 DF9521.Superseded values are not recommended for survey control.
 DF9521
 DF9521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9521.See file dsdata.pdf to determine how the superseded data were derived.
 DF9521
 DF9521_MARKER: DD = SURVEY DISK
 DF9521_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9521_SP_SET: PARAPET WALL
 DF9521_STAMPING: 2X08 2002
 DF9521_MARK LOGO: WIDT
 DF9521_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9521+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 DF9521
 DF9521  HISTORY     - Date     Condition        Report By
 DF9521  HISTORY     - 2001     MONUMENTED       WIDT
 DF9521  HISTORY     - 20040812 GOOD             USPSQD
 DF9521  HISTORY     - 20060619 GOOD             WIDT
 DF9521
 DF9521                          STATION DESCRIPTION
 DF9521
 DF9521'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9521'THE STATION IS LOCATED ABOUT 14 KM NORTHWEST OF MILWAUKEE, 10 KM
 DF9521'SOUTHWEST OF BROWN DEER AND 7 KM NORTHEAST OF BROOKFIELD.
 DF9521'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9521'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 190
 DF9521'(CAPITOL DRIVE) ABOUT 13 KM WEST-NORTHWEST OF THE CITY OF MILWAUKEE,
 DF9521'GO EAST ON STATE HIGHWAY 190 (CAPITOL DRIVE) FOR 0.8 KM TO STATE
 DF9521'HIGHWAY 100 (MAYFAIR ROAD), TURN LEFT AND GO NORTH ON STATE HIGHWAY
 DF9521'100 (MAYFAIR DRIVE) FOR 1.8 KM TO COUNTY HIGHWAY EE (HAMPTON AVENUE),
 DF9521'CONTINUE NORTH ON STATE HIGHWAY 100 (MAYFAIR ROAD) FOR 0.2 KM TO
 DF9521'BRIDGE --B-40-345-68-- OVER THE LITTLE MENOMONEE RIVER AND THE
 DF9521'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9521'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9521'THE WEST PARAPET WALL ABOUT 0.7 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DF9521'STATION IS 7.5 M WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 DF9521'LANES OF STATE HIGHWAY 100 (MAYFAIR ROAD),  57.0 M NORTH-NORTHWEST OF
 DF9521'A METAL POLE FOR A --NO PARKING ANYTIME-- SIGN, 30.5 M SOUTH OF THE
 DF9521'WESTERNMOST POST FOR A --STATE HIGHWAY 100 SOUTH - COUNTY HIGHWAY EE
 DF9521'EAST/WEST-- SIGN, AND 17.2 M SOUTHWEST OF A LIGHT POLE --36--.
 DF9521'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9521'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9521
 DF9521                          STATION RECOVERY (2004)
 DF9521
 DF9521'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 DF9521'RECOVERED IN GOOD CONDITION.
 DF9521
 DF9521                          STATION RECOVERY (2006)
 DF9521
 DF9521'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9521'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN THE TOP OF
 DF9521'THE WEST BRIDGE PARAPET OVER THE WEST END OF THE NORTH BRIDGE
 DF9521'ABUTMENT, 2.9 M SOUTH OF THE NORTH END OF THE PARAPET, 8 CM NORTH OF A
 DF9521'BRIDGE EXPANSION JOINT, AND 1.7 M SOUTH OF A WHITE PLASTIC WITNESS
 DF9521'POST.
 DF9521'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DF9521'QUADRANTS EXTENDING TO 60 DEGREES AND TREES IN THE EAST QUADRANTS
 DF9521'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9520 ***********************************************************************
 DF9520  DESIGNATION -  2X09
 DF9520  PID         -  DF9520
 DF9520  STATE/COUNTY-  WI/MILWAUKEE
 DF9520  COUNTRY     -  US
 DF9520  USGS QUAD   -  WAUWATOSA (2018)
 DF9520
 DF9520                         *CURRENT SURVEY CONTROL
 DF9520  ______________________________________________________________________
 DF9520* NAD 83(1986) POSITION- 43 07 14.97   (N) 088 03 19.05   (W)   HD_HELD1
 DF9520* NAVD 88 ORTHO HEIGHT -   233.884 (meters)      767.33  (feet) ADJUSTED
 DF9520  ______________________________________________________________________
 DF9520  GEOID HEIGHT    -        -35.014 (meters)                     GEOID18
 DF9520  DYNAMIC HEIGHT  -        233.824 (meters)      767.14  (feet) COMP
 DF9520  MODELED GRAVITY -    980,357.4   (mgal)                       NAVD 88
 DF9520
 DF9520  VERT ORDER      -  SECOND    CLASS I
 DF9520
 DF9520.The horizontal coordinates were determined by differentially corrected
 DF9520.hand held GPS observations or other comparable positioning techniques
 DF9520.and have an estimated accuracy of +/- 3 meters.
 DF9520
 DF9520.The orthometric height was determined by differential leveling and
 DF9520.adjusted by the WI DEPT OF TRANSP
 DF9520.in May 2012.
 DF9520
 DF9520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9520.GEOID18 height accuracy estimate available here.
 DF9520
 DF9520.Click photographs - Photos may exist for this station.
 DF9520
 DF9520.The dynamic height is computed by dividing the NAVD 88
 DF9520.geopotential number by the normal gravity value computed on the
 DF9520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9520.degrees latitude (g = 980.6199 gals.).
 DF9520
 DF9520.The modeled gravity was interpolated from observed gravity values.
 DF9520
 DF9520;                    North         East    Units  Estimated Accuracy
 DF9520;SPC WI S     -   126,358.0     758,239.2     MT  (+/- 3 meters HH1 GPS) 
 DF9520
 DF9520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1415374772(NAD 83)
 DF9520
 DF9520                          SUPERSEDED SURVEY CONTROL
 DF9520
 DF9520  NAVD 88 (04/20/07)  233.857  (m)          767.25   (f) SUPERSEDED  2 1
 DF9520  NAVD 88 (02/25/04)  233.862  (m)          767.26   (f) SUPERSEDED  2 1
 DF9520
 DF9520.Superseded values are not recommended for survey control.
 DF9520
 DF9520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9520.See file dsdata.pdf to determine how the superseded data were derived.
 DF9520
 DF9520_MARKER: DD = SURVEY DISK
 DF9520_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9520_SP_SET: ABUTMENT
 DF9520_STAMPING: 2X09 2002
 DF9520_MARK LOGO: WIDT
 DF9520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9520+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 DF9520
 DF9520  HISTORY     - Date     Condition        Report By
 DF9520  HISTORY     - 2001     MONUMENTED       WIDT
 DF9520  HISTORY     - 20040812 GOOD             USPSQD
 DF9520  HISTORY     - 20060619 GOOD             WIDT
 DF9520
 DF9520                          STATION DESCRIPTION
 DF9520
 DF9520'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9520'THE STATION IS LOCATED ABOUT 14 KM NORTHWEST OF MILWAUKEE, 8 KM
 DF9520'SOUTHEAST OF MENOMONEE FALLS AND 7 KM NORTH-NORTHEAST OF BROOKFIELD.
 DF9520'OWNERSHIP--CITY OF WAUWATOSA.  TO REACH THE STATION FROM THE JUNCTION
 DF9520'OF US HIGHWAY 41 AND STATE HIGHWAY 175 WITH US HIGHWAY 45 ABOUT 16 KM
 DF9520'NORTHWEST OF THE CITY OF MILWAUKEE, GO SOUTHEAST ON US HIGHWAY 41
 DF9520'(APPLETON AVENUE) FOR 1.8 KM TO COUNTY HIGHWAY EE (WEST SILVER SPRING
 DF9520'DRIVE), TURN RIGHT AND GO WEST ON COUNTY HIGHWAY EE (WEST SILVER
 DF9520'SPRING DRIVE) FOR 1.6 KM TO NORTH LOVERS LANE ROAD, TURN RIGHT AND GO
 DF9520'NORTH ON NORTH LOVERS LANE ROAD FOR 0.4 KM TO BRIDGE --B-40-435-70--
 DF9520'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9520'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9520'IN THE TOP OF THE OF THE SOUTH BRIDGE ABUTMENT AND ABOUT 0.6 M ABOVE
 DF9520'THE STREET PAVEMENT. THE STATION IS 9.3 M EAST-SOUTHEAST OF THE
 DF9520'CENTERLINE OF NORTH LOVERS LANE ROAD, 0.2 KM SOUTH OF THE CENTERLINE
 DF9520'OF CARMEN AVENUE, AND 28.0 M NORTH OF A WEATHER STATION.
 DF9520'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9520'THAN 15 ABOVE THE HORIZON.
 DF9520
 DF9520                          STATION RECOVERY (2004)
 DF9520
 DF9520'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 DF9520'RECOVERED IN GOOD CONDITION.
 DF9520
 DF9520                          STATION RECOVERY (2006)
 DF9520
 DF9520'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9520'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN THE TOP OF
 DF9520'THE EAST PARAPET OVER THE SOUTH BRIDGE ABUTMENT, 2.7 M SOUTH OF A
 DF9520'BRIDGE EXPANSION JOINT, 35 CM SOUTH OF THE SOUTH END OF A TUBULAR
 DF9520'METAL HAND RAIL, 33 CM NORTH OF THE SOUTH END OF THE PARAPET, ABOVE
 DF9520'THE NORTH END OF THE SOUTHEAST METAL GUARD RAIL, AND 1.0 M NORTH OF A
 DF9520'WHITE PLASTIC WITNESS POST.
 DF9520'NOTE-- WEST SILVER SPRING DRIVE IS COUNTY HIGHWAY E (NOT COUNTY
 DF9520'HIGHWAY EE).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9519 ***********************************************************************
 DF9519  DESIGNATION -  2X10
 DF9519  PID         -  DF9519
 DF9519  STATE/COUNTY-  WI/MILWAUKEE
 DF9519  COUNTRY     -  US
 DF9519  USGS QUAD   -  MENOMONEE FALLS (2018)
 DF9519
 DF9519                         *CURRENT SURVEY CONTROL
 DF9519  ______________________________________________________________________
 DF9519* NAD 83(1986) POSITION- 43 07 35.51   (N) 088 03 22.98   (W)   HD_HELD1
 DF9519* NAVD 88 ORTHO HEIGHT -   239.291 (meters)      785.07  (feet) ADJUSTED
 DF9519  ______________________________________________________________________
 DF9519  GEOID HEIGHT    -        -35.013 (meters)                     GEOID18
 DF9519  DYNAMIC HEIGHT  -        239.229 (meters)      784.87  (feet) COMP
 DF9519  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 DF9519
 DF9519  VERT ORDER      -  SECOND    CLASS I
 DF9519
 DF9519.The horizontal coordinates were determined by differentially corrected
 DF9519.hand held GPS observations or other comparable positioning techniques
 DF9519.and have an estimated accuracy of +/- 3 meters.
 DF9519
 DF9519.The orthometric height was determined by differential leveling and
 DF9519.adjusted by the WI DEPT OF TRANSP
 DF9519.in May 2012.
 DF9519
 DF9519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9519.GEOID18 height accuracy estimate available here.
 DF9519
 DF9519.Click photographs - Photos may exist for this station.
 DF9519
 DF9519.The dynamic height is computed by dividing the NAVD 88
 DF9519.geopotential number by the normal gravity value computed on the
 DF9519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9519.degrees latitude (g = 980.6199 gals.).
 DF9519
 DF9519.The modeled gravity was interpolated from observed gravity values.
 DF9519
 DF9519;                    North         East    Units  Estimated Accuracy
 DF9519;SPC WI S     -   126,989.6     758,135.6     MT  (+/- 3 meters HH1 GPS) 
 DF9519
 DF9519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1407275407(NAD 83)
 DF9519
 DF9519                          SUPERSEDED SURVEY CONTROL
 DF9519
 DF9519  NAVD 88 (04/20/07)  239.264  (m)          784.99   (f) SUPERSEDED  2 1
 DF9519  NAVD 88 (02/25/04)  239.269  (m)          785.00   (f) SUPERSEDED  2 1
 DF9519
 DF9519.Superseded values are not recommended for survey control.
 DF9519
 DF9519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9519.See file dsdata.pdf to determine how the superseded data were derived.
 DF9519
 DF9519_MARKER: DD = SURVEY DISK
 DF9519_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9519_SP_SET: PARAPET WALL
 DF9519_STAMPING: 2X10 2002
 DF9519_MARK LOGO: WIDT
 DF9519_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9519+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 DF9519
 DF9519  HISTORY     - Date     Condition        Report By
 DF9519  HISTORY     - 2001     MONUMENTED       WIDT
 DF9519  HISTORY     - 20060619 GOOD             WIDT
 DF9519
 DF9519                          STATION DESCRIPTION
 DF9519
 DF9519'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9519'THE STATION IS LOCATED ABOUT 15 KM NORTHWEST OF MILWAUKEE, 8 KM NORTH
 DF9519'NORTHEAST OF BROOKFIELD AND 8 KM SOUTHEAST OF MENOMONEE FALLS.
 DF9519'OWNERSHIP--CITY OF WAUWATOSA. TO REACH THE STATION FROM THE JUNCTION
 DF9519'OF US HIGHWAY 41 (APPLETON AVENUE) AND STATE HIGHWAY 175 WITH US
 DF9519'HIGHWAY 45, ABOUT 16 KM NORTHWEST OF THE CITY OF MILWAUKEE, GO
 DF9519'SOUTHEAST ON US HIGHWAY 41 (APPLETON AVENUE) FOR 1.0 KM TO WEST
 DF9519'FLORIST AVENUE, TURN RIGHT AND GO WEST ON WEST FLORIST AVENUE FOR 0.9
 DF9519'KM TO BRIDGE --B-40-252-63--  OVER STATE HIGHWAY 45 AND THE STATION
 DF9519'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9519'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9519'THE NORTH PARAPET WALL OF THE EAST ABUTMENT AND ABOUT 1 M ABOVE THE
 DF9519'STREET PAVEMENT.  THE STATION IS 8.2 M NORTH OF THE CENTERLINE OF
 DF9519'WEST FLORIST AVENUE, 127 M EAST OF THE EXTENDED CENTERLINE OF 117TH
 DF9519'STREET, AND 106 M WEST OF THE CENTERLINE OF 115TH STREET.
 DF9519'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9519'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9519
 DF9519                          STATION RECOVERY (2006)
 DF9519
 DF9519'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9519'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.8 M WEST OF A
 DF9519'METAL RIGHT-OF-WAY FENCE POST, 0.6 M EAST OF THE EAST END OF A SAFETY
 DF9519'WIRE FENCE OVER THE BRIDGE, AND 8 CM EAST OF A BRIDGE EXPANSION JOINT.
 DF9519'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9518 ***********************************************************************
 DF9518  DESIGNATION -  2X11
 DF9518  PID         -  DF9518
 DF9518  STATE/COUNTY-  WI/MILWAUKEE
 DF9518  COUNTRY     -  US
 DF9518  USGS QUAD   -  MENOMONEE FALLS (2018)
 DF9518
 DF9518                         *CURRENT SURVEY CONTROL
 DF9518  ______________________________________________________________________
 DF9518* NAD 83(1986) POSITION- 43 07 38.90   (N) 088 02 43.85   (W)   HD_HELD1
 DF9518* NAVD 88 ORTHO HEIGHT -   223.517 (meters)      733.32  (feet) ADJUSTED
 DF9518  ______________________________________________________________________
 DF9518  GEOID HEIGHT    -        -35.028 (meters)                     GEOID18
 DF9518  DYNAMIC HEIGHT  -        223.459 (meters)      733.13  (feet) COMP
 DF9518  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 DF9518
 DF9518  VERT ORDER      -  SECOND    CLASS I
 DF9518
 DF9518.The horizontal coordinates were determined by differentially corrected
 DF9518.hand held GPS observations or other comparable positioning techniques
 DF9518.and have an estimated accuracy of +/- 3 meters.
 DF9518
 DF9518.The orthometric height was determined by differential leveling and
 DF9518.adjusted by the WI DEPT OF TRANSP
 DF9518.in May 2012.
 DF9518
 DF9518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9518.GEOID18 height accuracy estimate available here.
 DF9518
 DF9518.Click photographs - Photos may exist for this station.
 DF9518
 DF9518.The dynamic height is computed by dividing the NAVD 88
 DF9518.geopotential number by the normal gravity value computed on the
 DF9518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9518.degrees latitude (g = 980.6199 gals.).
 DF9518
 DF9518.The modeled gravity was interpolated from observed gravity values.
 DF9518
 DF9518;                    North         East    Units  Estimated Accuracy
 DF9518;SPC WI S     -   127,114.9     759,017.4     MT  (+/- 3 meters HH1 GPS) 
 DF9518
 DF9518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1495775500(NAD 83)
 DF9518
 DF9518                          SUPERSEDED SURVEY CONTROL
 DF9518
 DF9518  NAVD 88 (04/20/07)  223.490  (m)          733.23   (f) SUPERSEDED  2 1
 DF9518  NAVD 88 (02/25/04)  223.495  (m)          733.25   (f) SUPERSEDED  2 1
 DF9518
 DF9518.Superseded values are not recommended for survey control.
 DF9518
 DF9518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9518.See file dsdata.pdf to determine how the superseded data were derived.
 DF9518
 DF9518_MARKER: DD = SURVEY DISK
 DF9518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9518_STAMPING: 2X11 2002
 DF9518_MARK LOGO: WIDT
 DF9518_PROJECTION: FLUSH
 DF9518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9518+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 DF9518
 DF9518  HISTORY     - Date     Condition        Report By
 DF9518  HISTORY     - 2001     MONUMENTED       WIDT
 DF9518  HISTORY     - 20060619 GOOD             WIDT
 DF9518
 DF9518                          STATION DESCRIPTION
 DF9518
 DF9518'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9518'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE.
 DF9518'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9518'STATION FROM THE JUNCTION OF STATE HIGHWAY 100 (MAYFAIR ROAD) WITH
 DF9518'STATE HIGHWAY 190 (CAPITOL DRIVE) IN THE CITY OF MILWAUKEE, GO NORTH
 DF9518'ON STATE HIGHWAY 100 (MAYFAIR ROAD) FOR 3.1 KM TO WEST SILVER SPRING
 DF9518'DRIVE, TURN RIGHT AND GO EAST ON SILVER SPRING DRIVE FOR 1.7 KM TO US
 DF9518'HIGHWAY 41 (WEST APPLETON AVENUE), TURN LEFT AND GO NORTHWEST ON US
 DF9518'HIGHWAY 41 (WEST APPLETON AVENUE) FOR 1.1 KM TO THE STATION ON THE
 DF9518'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9518'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9518'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9518'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 13.0 M NORTHEAST OF
 DF9518'THE CENTERLINE OF THE NORTHBOUND LANES OF US HIGHWAY 41, 65 M
 DF9518'SOUTH-SOUTHEAST OF THE CENTERLINE OF WEST APPLETON AVENUE, 31.9 M
 DF9518'SOUTH OF A WOOD POST FOR A --STOP-- SIGN, AND 21.4 M SOUTHWEST OF A
 DF9518'LIGHT POLE. ---NOTE---THE STATION IS 0.6 M SOUTHWEST OF A WHITE
 DF9518'PLASTIC WITNESS POST. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9518'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9518
 DF9518                          STATION RECOVERY (2006)
 DF9518
 DF9518'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9518'RECOVERED IN GOOD CONDITION.  FROM THE JUNCTION OF SILVER SPRING DRIVE
 DF9518'(COUNTY HIGHWAY E) WITH US HIGHWAY 41 (WEST APPLETON AVENUE) GO
 DF9518'NORTHWEST ON US HIGHWAY 41 (WEST APPLETON AVENUE) FOR 0.7 MILE TO WEST
 DF9518'FLORIST AVENUE LEFT AND NORTH 107TH STREET RIGHT, CONTINUE NORTH ON US
 DF9518'HIGHWAY 41 FOR 34 M TO THE STATION ON THE RIGHT.
 DF9518'ADD-- THE STATION IS 34.3 M NORTHWEST OF THE CENTERLINE OF NORTH 107TH
 DF9518'STREET AND WEST FLOREST AVENUE EXTENDED, 26.4 M NORTHWEST OF A METAL
 DF9518'TRAFFIC LIGHT POLE FOR NORTH 107TH STREET, 21.4 M SOUTHWEST OF METAL
 DF9518'LIGHT POLE --10724--, 20.2 M NORTH-NORTHEAST OF A METAL POLE
 DF9518'SUPPORTING AN OVERHEAD TRAFFIC LIGHT, 12.9 M SOUTHEAST OF THE EXTENDED
 DF9518'PERPENDICULAR OFF THE NORTH END OF A MEDIAN STRIP,
 DF9518'AND 0.6 M SOUTHWEST, 1.0 M NORTHWEST, AND 1.0 M SOUTHEAST OF THREE
 DF9518'WHITE PLASTIC WITNESS POSTS.  NOTE-- NORTH OF THE JUNCTION OF US
 DF9518'HIGHWAY 41 (NORTH APPLETON AVENUE) WITH NORTH 107TH STREET, NORTH
 DF9518'APPLETON AVENUE RUNS TO THE WEST OF AND PARALLEL TO US HIGHWAY 41.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9515 ***********************************************************************
 DF9515  DESIGNATION -  2X13
 DF9515  PID         -  DF9515
 DF9515  STATE/COUNTY-  WI/MILWAUKEE
 DF9515  COUNTRY     -  US
 DF9515  USGS QUAD   -  MENOMONEE FALLS (2018)
 DF9515
 DF9515                         *CURRENT SURVEY CONTROL
 DF9515  ______________________________________________________________________
 DF9515* NAD 83(1986) POSITION- 43 10 42.74   (N) 088 02 31.83   (W)   HD_HELD1
 DF9515* NAVD 88 ORTHO HEIGHT -   222.291 (meters)      729.30  (feet) ADJUSTED
 DF9515  ______________________________________________________________________
 DF9515  GEOID HEIGHT    -        -35.039 (meters)                     GEOID18
 DF9515  DYNAMIC HEIGHT  -        222.236 (meters)      729.12  (feet) COMP
 DF9515  MODELED GRAVITY -    980,364.8   (mgal)                       NAVD 88
 DF9515
 DF9515  VERT ORDER      -  SECOND    CLASS I
 DF9515
 DF9515.The horizontal coordinates were determined by differentially corrected
 DF9515.hand held GPS observations or other comparable positioning techniques
 DF9515.and have an estimated accuracy of +/- 3 meters.
 DF9515
 DF9515.The orthometric height was determined by differential leveling and
 DF9515.adjusted by the WI DEPT OF TRANSP
 DF9515.in May 2012.
 DF9515
 DF9515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9515.GEOID18 height accuracy estimate available here.
 DF9515
 DF9515.Click photographs - Photos may exist for this station.
 DF9515
 DF9515.The dynamic height is computed by dividing the NAVD 88
 DF9515.geopotential number by the normal gravity value computed on the
 DF9515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9515.degrees latitude (g = 980.6199 gals.).
 DF9515
 DF9515.The modeled gravity was interpolated from observed gravity values.
 DF9515
 DF9515;                    North         East    Units  Estimated Accuracy
 DF9515;SPC WI S     -   132,792.6     759,155.8     MT  (+/- 3 meters HH1 GPS) 
 DF9515
 DF9515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1530081168(NAD 83)
 DF9515
 DF9515                          SUPERSEDED SURVEY CONTROL
 DF9515
 DF9515  NAVD 88 (04/20/07)  222.265  (m)          729.21   (f) SUPERSEDED  2 1
 DF9515  NAVD 88 (02/25/04)  222.268  (m)          729.22   (f) SUPERSEDED  2 1
 DF9515
 DF9515.Superseded values are not recommended for survey control.
 DF9515
 DF9515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9515.See file dsdata.pdf to determine how the superseded data were derived.
 DF9515
 DF9515_MARKER: DD = SURVEY DISK
 DF9515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9515_STAMPING: 2X13 2002
 DF9515_MARK LOGO: WIDT
 DF9515_PROJECTION: FLUSH
 DF9515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9515+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 DF9515
 DF9515  HISTORY     - Date     Condition        Report By
 DF9515  HISTORY     - 2001     MONUMENTED       WIDT
 DF9515  HISTORY     - 20060619 GOOD             WIDT
 DF9515
 DF9515                          STATION DESCRIPTION
 DF9515
 DF9515'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9515'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE.
 DF9515'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9515'STATION FROM THE JUNCTION OF STATE HIGHWAY 100 SOUTH (NORTH 107TH
 DF9515'STREET) WITH STATE HIGHWAY 100 EAST AND STATE HIGHWAY 74 WEST (WEST
 DF9515'BROWN DEER ROAD) IN THE CITY OF MILWAUKEE, GO EAST ON STATE HIGHWAY
 DF9515'100 (WEST BROWN DEER ROAD)  FOR 0.2 KM TO THE STATION IN THE MEDIAN.
 DF9515'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9515'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9515'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9515'THE HIGHWAY PAVEMENT. THE STATION IS 4.5 M NORTH OF THE EDGE OF THE
 DF9515'EASTBOUND LANES OF STATE HIGHWAY 100, 4.5 M SOUTH OF THE EDGE OF THE
 DF9515'CURB OF THE WESTBOUND LANES, 1.0 KM WEST OF 96TH STREET, AND 17.0 M
 DF9515'EAST OF THE CENTERLINE OF TURN AROUND POINT WEST OF THE STATION.
 DF9515'---NOTE---THE STATION IS 0.5 M WEST OF A WHITE PLASTIC WITNESS POST.
 DF9515'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9515'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9515
 DF9515                          STATION RECOVERY (2006)
 DF9515
 DF9515'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9550 ***********************************************************************
 DF9550  DESIGNATION -  2X14
 DF9550  PID         -  DF9550
 DF9550  STATE/COUNTY-  WI/WAUKESHA
 DF9550  COUNTRY     -  US
 DF9550  USGS QUAD   -  WAUKESHA (2018)
 DF9550
 DF9550                         *CURRENT SURVEY CONTROL
 DF9550  ______________________________________________________________________
 DF9550* NAD 83(1986) POSITION- 43 02 16.1    (N) 088 12 52.1    (W)   HD_HELD2
 DF9550* NAVD 88 ORTHO HEIGHT -   253.239 (meters)      830.84  (feet) ADJUSTED
 DF9550  ______________________________________________________________________
 DF9550  GEOID HEIGHT    -        -34.769 (meters)                     GEOID18
 DF9550  DYNAMIC HEIGHT  -        253.170 (meters)      830.61  (feet) COMP
 DF9550  MODELED GRAVITY -    980,341.8   (mgal)                       NAVD 88
 DF9550
 DF9550  VERT ORDER      -  SECOND    CLASS I
 DF9550
 DF9550.The horizontal coordinates were established by autonomous hand held GPS
 DF9550.observations and have an estimated accuracy of +/- 10 meters.
 DF9550
 DF9550.The orthometric height was determined by differential leveling and
 DF9550.adjusted by the WI DEPT OF TRANSP
 DF9550.in May 2012.
 DF9550
 DF9550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9550.GEOID18 height accuracy estimate available here.
 DF9550
 DF9550.Click photographs - Photos may exist for this station.
 DF9550
 DF9550.The dynamic height is computed by dividing the NAVD 88
 DF9550.geopotential number by the normal gravity value computed on the
 DF9550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9550.degrees latitude (g = 980.6199 gals.).
 DF9550
 DF9550.The modeled gravity was interpolated from observed gravity values.
 DF9550
 DF9550;                    North         East    Units  Estimated Accuracy
 DF9550;SPC WI S     -   116,848.      745,486.      MT  (+/- 10 meters HH2 GPS)
 DF9550
 DF9550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0107065728(NAD 83)
 DF9550
 DF9550                          SUPERSEDED SURVEY CONTROL
 DF9550
 DF9550  NAVD 88 (04/20/07)  253.214  (m)          830.75   (f) SUPERSEDED  2 1
 DF9550  NAVD 88 (02/25/04)  253.216  (m)          830.76   (f) SUPERSEDED  2 1
 DF9550
 DF9550.Superseded values are not recommended for survey control.
 DF9550
 DF9550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9550.See file dsdata.pdf to determine how the superseded data were derived.
 DF9550
 DF9550_MARKER: DD = SURVEY DISK
 DF9550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9550_STAMPING: 2X14 2002
 DF9550_MARK LOGO: WIDT
 DF9550_PROJECTION: FLUSH
 DF9550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9550+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9550
 DF9550  HISTORY     - Date     Condition        Report By
 DF9550  HISTORY     - 2001     MONUMENTED       WIDT
 DF9550  HISTORY     - 20060821 GOOD             WIDT
 DF9550
 DF9550                          STATION DESCRIPTION
 DF9550
 DF9550'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9550'THE STATION IS LOCATED IN THE CITY OF WAUKESHA.  OWNERSHIP--CITY OF
 DF9550'WAUKESHA.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18
 DF9550'WITH STATE HIGHWAY 164 IN THE CITY OF WAUKESHA, GO NORTH ON STATE
 DF9550'HIGHWAY 164 FOR 1.8 KM TO BUSSE ROAD (ACCESS ROAD TO COUNTY HIGHWAY
 DF9550'JJ), TURN LEFT AND GO WEST ON BUSSE ROAD FOR 0.2 KM TO THE STATION ON
 DF9550'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9550'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9550'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9550'LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 6.4 M NORTH OF THE
 DF9550'CENTERLINE OF BUSSE ROAD, 0.2 KM SOUTHEAST OF THE JUNCTION OF COUNTY
 DF9550'HIGHWAY JJ AND BUSSE ROAD, 31.3 M SOUTHEAST OF POWER POLE --89-06953
 DF9550'60-4--, AND 0.5 M SOUTHWEST OF TOP CENTER OF A METAL GRATE OVER A
 DF9550'CATCH BASIN.  ---NOTE---THE STATION IS 1.0 M SOUTH OF A WHITE PLASTIC
 DF9550'WITNESS POST. ---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9550'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 DF9550'POLE TO THE NORTHWEST EXTENDING TO 44 DEGREES, A POWER POLE TO THE
 DF9550'SOUTHEAST EXTENDING TO 25 DEGREES, AND A TREE TO THE SOUTHWEST
 DF9550'EXTENDING TO 25 DEGREES.
 DF9550
 DF9550                          STATION RECOVERY (2006)
 DF9550
 DF9550'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9550'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 25.3 M EAST OF A
 DF9550'--TRAFFIC LIGHT AHEAD-- SIGN METAL POST AND 111 M WEST OF THE
 DF9550'CENTERLINE OF COUNTY HIGHWAY F.  NOTE-- IN THE 2001 DESCRIPTION, STATE
 DF9550'HIGHWAY 164 IS NOW NAMED COUNTY HIGHWAY F.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9551 ***********************************************************************
 DF9551  DESIGNATION -  2X15
 DF9551  PID         -  DF9551
 DF9551  STATE/COUNTY-  WI/WAUKESHA
 DF9551  COUNTRY     -  US
 DF9551  USGS QUAD   -  WAUKESHA (2018)
 DF9551
 DF9551                         *CURRENT SURVEY CONTROL
 DF9551  ______________________________________________________________________
 DF9551* NAD 83(1986) POSITION- 43 02 51.44   (N) 088 12 27.42   (W)   HD_HELD1
 DF9551* NAVD 88 ORTHO HEIGHT -   262.462 (meters)      861.09  (feet) ADJUSTED
 DF9551  ______________________________________________________________________
 DF9551  GEOID HEIGHT    -        -34.783 (meters)                     GEOID18
 DF9551  DYNAMIC HEIGHT  -        262.391 (meters)      860.86  (feet) COMP
 DF9551  MODELED GRAVITY -    980,343.5   (mgal)                       NAVD 88
 DF9551
 DF9551  VERT ORDER      -  SECOND    CLASS I
 DF9551
 DF9551.The horizontal coordinates were determined by differentially corrected
 DF9551.hand held GPS observations or other comparable positioning techniques
 DF9551.and have an estimated accuracy of +/- 3 meters.
 DF9551
 DF9551.The orthometric height was determined by differential leveling and
 DF9551.adjusted by the WI DEPT OF TRANSP
 DF9551.in May 2012.
 DF9551
 DF9551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9551.GEOID18 height accuracy estimate available here.
 DF9551
 DF9551.Click photographs - Photos may exist for this station.
 DF9551
 DF9551.The dynamic height is computed by dividing the NAVD 88
 DF9551.geopotential number by the normal gravity value computed on the
 DF9551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9551.degrees latitude (g = 980.6199 gals.).
 DF9551
 DF9551.The modeled gravity was interpolated from observed gravity values.
 DF9551
 DF9551;                    North         East    Units  Estimated Accuracy
 DF9551;SPC WI S     -   117,950.2     746,021.4     MT  (+/- 3 meters HH1 GPS) 
 DF9551
 DF9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0164466810(NAD 83)
 DF9551
 DF9551                          SUPERSEDED SURVEY CONTROL
 DF9551
 DF9551  NAVD 88 (04/20/07)  262.436  (m)          861.01   (f) SUPERSEDED  2 1
 DF9551  NAVD 88 (02/25/04)  262.440  (m)          861.02   (f) SUPERSEDED  2 1
 DF9551
 DF9551.Superseded values are not recommended for survey control.
 DF9551
 DF9551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9551.See file dsdata.pdf to determine how the superseded data were derived.
 DF9551
 DF9551_MARKER: DD = SURVEY DISK
 DF9551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF9551_SP_SET: WINGWALL
 DF9551_STAMPING: 2X15 2002
 DF9551_MARK LOGO: WIDT
 DF9551_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9551+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9551
 DF9551  HISTORY     - Date     Condition        Report By
 DF9551  HISTORY     - 2001     MONUMENTED       WIDT
 DF9551  HISTORY     - 20060821 GOOD             WIDT
 DF9551
 DF9551                          STATION DESCRIPTION
 DF9551
 DF9551'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9551'THE STATION IS LOCATED ABOUT 11 KM WEST OF ELM GROVE, 6 KM SOUTHEAST
 DF9551'OF PEWAUKEE, AND 4 KM EAST-NORTHEAST OF WAUKESHA.
 DF9551'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DF9551'LOCATED ON THE SOUTHEAST CORNER OF THE EASTERN MOST WINGWALL OF
 DF9551'BRIDGE --B-67-140-77-- OVER INTERSTATE HIGHWAY 94.  THE STATION IS A
 DF9551'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9551'STATION DISK SET IN THE EASTERN MOST WINGWALL. THE STATION IS 8.9 M
 DF9551'EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 164, 25 M
 DF9551'SOUTH-SOUTHWEST OF THE CENTERLINE OF INTERSTATE 94 EASTBOUND LANES,
 DF9551'9.4 M NORTH-NORTHEAST OF A WOOD POST FOR A --WEST I-94 TURN LEFT
 DF9551'AHEAD-- SIGN, 8.1 M NORTHWEST OF POWER POLE --80-11922    55-2--, AND
 DF9551'5.1 M NORTH OF NORTHWEST CORNER OF WISCONSIN DEPARTMENT OF
 DF9551'TRANSPORTATION SIGNAL BOX.  ---NOTE---THIS STATION IS NOT SUITABLE
 DF9551'FOR GPS OBSERVATIONS DUE TO A POWER POLE TO THE SOUTH EXTENDING TO 90
 DF9551'DEGREES ABOVE THE HORIZON.
 DF9551
 DF9551                          STATION RECOVERY (2006)
 DF9551
 DF9551'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9551'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN A DRILL HOLE IN
 DF9551'THE TOP OF THE SOUTH END OF THE EAST PARAPET OVER THE BRIDGE NUMBER
 DF9551'PLAQUE, 8.9 M EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY F
 DF9551'(NOT STATE HIGHWAY 164), 1.4 M SOUTH OF THE EXPANSION JOINT, 0.8 M
 DF9551'ABOVE THE PAVEMENT LEVEL, AND 1.2 M NORTH OF A WHITE PLASTIC WITNESS
 DF9551'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9552 ***********************************************************************
 DF9552  DESIGNATION -  2X16
 DF9552  PID         -  DF9552
 DF9552  STATE/COUNTY-  WI/WAUKESHA
 DF9552  COUNTRY     -  US
 DF9552  USGS QUAD   -  WAUKESHA (2018)
 DF9552
 DF9552                         *CURRENT SURVEY CONTROL
 DF9552  ______________________________________________________________________
 DF9552* NAD 83(1986) POSITION- 43 03 59.07   (N) 088 12 19.77   (W)   HD_HELD1
 DF9552* NAVD 88 ORTHO HEIGHT -   259.769 (meters)      852.26  (feet) ADJUSTED
 DF9552  ______________________________________________________________________
 DF9552  GEOID HEIGHT    -        -34.795 (meters)                     GEOID18
 DF9552  DYNAMIC HEIGHT  -        259.700 (meters)      852.03  (feet) COMP
 DF9552  MODELED GRAVITY -    980,346.5   (mgal)                       NAVD 88
 DF9552
 DF9552  VERT ORDER      -  SECOND    CLASS I
 DF9552
 DF9552.The horizontal coordinates were determined by differentially corrected
 DF9552.hand held GPS observations or other comparable positioning techniques
 DF9552.and have an estimated accuracy of +/- 3 meters.
 DF9552
 DF9552.The orthometric height was determined by differential leveling and
 DF9552.adjusted by the WI DEPT OF TRANSP
 DF9552.in May 2012.
 DF9552
 DF9552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9552.GEOID18 height accuracy estimate available here.
 DF9552
 DF9552.Click photographs - Photos may exist for this station.
 DF9552
 DF9552.The dynamic height is computed by dividing the NAVD 88
 DF9552.geopotential number by the normal gravity value computed on the
 DF9552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9552.degrees latitude (g = 980.6199 gals.).
 DF9552
 DF9552.The modeled gravity was interpolated from observed gravity values.
 DF9552
 DF9552;                    North         East    Units  Estimated Accuracy
 DF9552;SPC WI S     -   120,040.3     746,149.6     MT  (+/- 3 meters HH1 GPS) 
 DF9552
 DF9552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0184768894(NAD 83)
 DF9552
 DF9552                          SUPERSEDED SURVEY CONTROL
 DF9552
 DF9552  NAVD 88 (04/20/07)  259.744  (m)          852.18   (f) SUPERSEDED  2 1
 DF9552  NAVD 88 (02/25/04)  259.744  (m)          852.18   (f) SUPERSEDED  2 1
 DF9552
 DF9552.Superseded values are not recommended for survey control.
 DF9552
 DF9552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9552.See file dsdata.pdf to determine how the superseded data were derived.
 DF9552
 DF9552_MARKER: DD = SURVEY DISK
 DF9552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9552_STAMPING: 2X16 2002
 DF9552_MARK LOGO: WIDT
 DF9552_PROJECTION: FLUSH
 DF9552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9552+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9552
 DF9552  HISTORY     - Date     Condition        Report By
 DF9552  HISTORY     - 2001     MONUMENTED       WIDT
 DF9552  HISTORY     - 20060821 GOOD             WIDT
 DF9552
 DF9552                          STATION DESCRIPTION
 DF9552
 DF9552'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9552'THE STATION IS LOCATED ABOUT 25 KM WEST OF MILWAUKEE, 7 KM SOUTH OF
 DF9552'SUSSEX, AND 6 KM NORTH OF WAUKESHA.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9552'OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF
 DF9552'INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY 164 ABOUT 5 KM NORTH OF
 DF9552'WAUKESHA, GO NORTH ON STATE HIGHWAY 164 FOR 2.0 KM TO DUPLAINVILLE
 DF9552'ROAD ON THE RIGHT, CONTINUE NORTH ON STATE HIGHWAY 164 FOR 0.1 KM TO
 DF9552'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9552'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9552'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9552'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 10.9 M
 DF9552'EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF STATE
 DF9552'HIGHWAY 164, 98 M NORTH OF THE CENTERLINE OF DUPLAINVILLE ROAD, 24.3
 DF9552'M SOUTH-SOUTHWEST OF A METAL FLAG POLE, AND 10.8 M NORTH-NORTHWEST OF
 DF9552'TELEPHONE PEDESTAL --2573--.  ---NOTE---THE STATION IS 1.0 M WEST OF
 DF9552'A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9552'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9552
 DF9552                          STATION RECOVERY (2006)
 DF9552
 DF9552'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9552'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 10.9 M
 DF9552'EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF COUNTY
 DF9552'HIGHWAY F (NOT STATE HIGHWAY 164), 14.9 M NORTH-NORTHWEST OF METAL
 DF9552'POWER POLE --104444 AMERICAN TRANSMISSION COMPANY--, 10.6 M
 DF9552'WEST-NORTHWEST OF TELEPHONE PEDESTAL --2573--, AND 1.0 M WEST, 1.0 M
 DF9552'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9552'---NOTE 1--- ALL REFERENCES TO STATE HIGHWAY 164 IN THE 2001
 DF9552'DESCRIPTION SHOULD BE CHANGED TO COUNTY HIGHWAY F.  ---NOTE2--- THERE
 DF9552'ARE MULTIPLE HIGH VOLTAGE POWER LINES OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9553 ***********************************************************************
 DF9553  DESIGNATION -  2X17
 DF9553  PID         -  DF9553
 DF9553  STATE/COUNTY-  WI/WAUKESHA
 DF9553  COUNTRY     -  US
 DF9553  USGS QUAD   -  WAUKESHA (2018)
 DF9553
 DF9553                         *CURRENT SURVEY CONTROL
 DF9553  ______________________________________________________________________
 DF9553* NAD 83(1986) POSITION- 43 05 07.12   (N) 088 12 19.13   (W)   HD_HELD1
 DF9553* NAVD 88 ORTHO HEIGHT -   260.213 (meters)      853.72  (feet) ADJUSTED
 DF9553  ______________________________________________________________________
 DF9553  GEOID HEIGHT    -        -34.801 (meters)                     GEOID18
 DF9553  DYNAMIC HEIGHT  -        260.144 (meters)      853.49  (feet) COMP
 DF9553  MODELED GRAVITY -    980,349.6   (mgal)                       NAVD 88
 DF9553
 DF9553  VERT ORDER      -  SECOND    CLASS I
 DF9553
 DF9553.The horizontal coordinates were determined by differentially corrected
 DF9553.hand held GPS observations or other comparable positioning techniques
 DF9553.and have an estimated accuracy of +/- 3 meters.
 DF9553
 DF9553.The orthometric height was determined by differential leveling and
 DF9553.adjusted by the WI DEPT OF TRANSP
 DF9553.in May 2012.
 DF9553
 DF9553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9553.GEOID18 height accuracy estimate available here.
 DF9553
 DF9553.Click photographs - Photos may exist for this station.
 DF9553
 DF9553.The dynamic height is computed by dividing the NAVD 88
 DF9553.geopotential number by the normal gravity value computed on the
 DF9553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9553.degrees latitude (g = 980.6199 gals.).
 DF9553
 DF9553.The modeled gravity was interpolated from observed gravity values.
 DF9553
 DF9553;                    North         East    Units  Estimated Accuracy
 DF9553;SPC WI S     -   122,140.0     746,118.9     MT  (+/- 3 meters HH1 GPS) 
 DF9553
 DF9553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0189270993(NAD 83)
 DF9553
 DF9553                          SUPERSEDED SURVEY CONTROL
 DF9553
 DF9553  NAVD 88 (04/20/07)  260.187  (m)          853.63   (f) SUPERSEDED  2 1
 DF9553  NAVD 88 (02/25/04)  260.185  (m)          853.62   (f) SUPERSEDED  2 1
 DF9553
 DF9553.Superseded values are not recommended for survey control.
 DF9553
 DF9553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9553.See file dsdata.pdf to determine how the superseded data were derived.
 DF9553
 DF9553_MARKER: DD = SURVEY DISK
 DF9553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9553_STAMPING: 2X17 2002
 DF9553_MARK LOGO: WIDT
 DF9553_PROJECTION: FLUSH
 DF9553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9553+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9553
 DF9553  HISTORY     - Date     Condition        Report By
 DF9553  HISTORY     - 2001     MONUMENTED       WIDT
 DF9553  HISTORY     - 20060821 GOOD             WIDT
 DF9553
 DF9553                          STATION DESCRIPTION
 DF9553
 DF9553'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9553'THE STATION IS LOCATED ABOUT 24 KM WEST OF MILWAUKEE, 7 KM NORTH OF
 DF9553'WAUKESHA, AND 6 KM SOUTH OF SUSSEX.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9553'OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF9553'HIGHWAY 164 WITH STATE HIGHWAY 190 ABOUT 7 KM NORTH OF WAUKESHA, GO
 DF9553'NORTH ON STATE HIGHWAY 164 FOR 0.2 KM TO THE STATION ON THE RIGHT.
 DF9553'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9553'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9553'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M, SET ON BEDROCK AND
 DF9553'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 9.0 M EAST OF
 DF9553'THE CENTERLINE OF STATE HIGHWAY 164 NORTHBOUND LANES, 63.3 M NORTH OF
 DF9553'A SIGNAL POLE, AND 37.3 M SOUTH OF THE EASTERNMOST METAL POST FOR
 DF9553'A--SUSSEX 3-- SIGN.  ---NOTE---THE STATION IS SOUTH, NORTH AND WEST
 DF9553'OF A WHITE PLASTIC WITNESS POST. ---NOTE2---THIS STATION HAS NO
 DF9553'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9553'HORIZON.
 DF9553
 DF9553                          STATION RECOVERY (2006)
 DF9553
 DF9553'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9553'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9.0 M EAST OF THE
 DF9553'CENTERLINE OF STATE HIGHWAY 74 (NOT STATE HIGHWAY 164) NORTHBOUND
 DF9553'LANES AND 5.7 M NORTH OF A --EAST 74-- WOOD SIGN POST. ---NOTE---
 DF9553'STATE HIGHWAY 164 IN THE 2001 DESCRIPTION IS NOW STATE HIGHWAY 74.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6130 ***********************************************************************
 AI6130  DESIGNATION -  2X18
 AI6130  PID         -  AI6130
 AI6130  STATE/COUNTY-  WI/DODGE
 AI6130  COUNTRY     -  US
 AI6130  USGS QUAD   -  HARTFORD WEST (2018)
 AI6130
 AI6130                         *CURRENT SURVEY CONTROL
 AI6130  ______________________________________________________________________
 AI6130* NAD 83(1986) POSITION- 43 21 07.5    (N) 088 25 43.5    (W)   HD_HELD2
 AI6130* NAVD 88 ORTHO HEIGHT -   324.191 (meters)     1063.62  (feet) ADJUSTED
 AI6130  ______________________________________________________________________
 AI6130  GEOID HEIGHT    -        -34.828 (meters)                     GEOID18
 AI6130  DYNAMIC HEIGHT  -        324.114 (meters)     1063.36  (feet) COMP
 AI6130  MODELED GRAVITY -    980,373.1   (mgal)                       NAVD 88
 AI6130
 AI6130  VERT ORDER      -  SECOND    CLASS I
 AI6130
 AI6130.The horizontal coordinates were established by autonomous hand held GPS
 AI6130.observations and have an estimated accuracy of +/- 10 meters.
 AI6130
 AI6130.The orthometric height was determined by differential leveling and
 AI6130.adjusted by the WI DEPT OF TRANSP
 AI6130.in May 2012.
 AI6130
 AI6130.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6130.GEOID18 height accuracy estimate available here.
 AI6130
 AI6130.Click photographs - Photos may exist for this station.
 AI6130
 AI6130.The dynamic height is computed by dividing the NAVD 88
 AI6130.geopotential number by the normal gravity value computed on the
 AI6130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6130.degrees latitude (g = 980.6199 gals.).
 AI6130
 AI6130.The modeled gravity was interpolated from observed gravity values.
 AI6130
 AI6130;                    North         East    Units  Estimated Accuracy
 AI6130;SPC WI S     -   151,403.      727,371.      MT  (+/- 10 meters HH2 GPS)
 AI6130
 AI6130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8421100905(NAD 83)
 AI6130
 AI6130                          SUPERSEDED SURVEY CONTROL
 AI6130
 AI6130  NAVD 88 (04/20/07)  324.165  (m)         1063.53   (f) SUPERSEDED  2 1
 AI6130  NAVD 88 (10/20/00)  324.125  (m)         1063.40   (f) SUPERSEDED  2 1
 AI6130
 AI6130.Superseded values are not recommended for survey control.
 AI6130
 AI6130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6130.See file dsdata.pdf to determine how the superseded data were derived.
 AI6130
 AI6130_MARKER: DD = SURVEY DISK
 AI6130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6130_STAMPING: 2X18 1999
 AI6130_MARK LOGO: WIDT
 AI6130_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6130+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 AI6130
 AI6130  HISTORY     - Date     Condition        Report By
 AI6130  HISTORY     - 1999     MONUMENTED       WIDT
 AI6130  HISTORY     - 20030807 GOOD             USPSQD
 AI6130  HISTORY     - 20040702 GOOD             WIDT
 AI6130  HISTORY     - 20060909 GOOD             USPSQD
 AI6130
 AI6130                          STATION DESCRIPTION
 AI6130
 AI6130'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6130'THE STATION IS LOCATED APPROXIMATELY 22.5 KM (14.00 MI) SOUTHWEST OF
 AI6130'THE CITY OF WEST BEND, AND 5.6 KM (3.45 MI) NORTHWEST OF HARTFORD.
 AI6130'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6130'STATE HIGHWAY 60 WITH STATE HIGHWAY 83 IN THE CITY OF HARTFORD GO WEST
 AI6130'ON STATE HIGHWAY 60 FOR 4.3 KM (2.65 MI) TO GOODLAND RD ON THE RIGHT,
 AI6130'TURN RIGHT AND GO NORTH 2.74 KM (1.70 MI) TO COUNTY HIGHWAY NP,
 AI6130'CONTINUE NORTH ON GOODLAND ROAD AND COUNTY HIGHWAY NP FOR 0.40 KM
 AI6130'(0.25 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6130'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6130'DISK STAMPED --2X18 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6130'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6130'HIGHWAY PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) WEST OF THE
 AI6130'CENTERLINE OF GOODLAND RD AND COUNTY HIGHWAY NP, 19.3 M (63.3 FT)
 AI6130'WEST-SOUTHWEST OF POWER POLE --77 04833 40-5--, 19.1 M (62.7 FT) SOUTH
 AI6130'OF A WOOD TRAFFIC SIGN POST --LEFT TURN ARROW--, 16.9 M (55.4 FT)
 AI6130'NORTHWEST OF A WOOD TRAFFIC SIGN POST --STOP AHEAD--, APPROXIAMETLY 3
 AI6130'M (9.8 FT) EAST OF CULTIVATED A FIELD, AND 1 M (3.3 FT) EAST OF A
 AI6130'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6130'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6130
 AI6130                          STATION RECOVERY (2003)
 AI6130
 AI6130'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6130'RECOVERED IN GOOD CONDITION.
 AI6130
 AI6130                          STATION RECOVERY (2004)
 AI6130
 AI6130'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6130'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI6130'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6130'OBSTRUCTION- UTILITY POLE MENTIONED IS IN THE EAST-NORTHEAST QUADRANT
 AI6130'EXTENDING TO APPROXIMATELY 20 DEGREES ABOVE THE HORIZON.
 AI6130
 AI6130                          STATION RECOVERY (2006)
 AI6130
 AI6130'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6129 ***********************************************************************
 AI6129  DESIGNATION -  2X19
 AI6129  PID         -  AI6129
 AI6129  STATE/COUNTY-  WI/DODGE
 AI6129  COUNTRY     -  US
 AI6129  USGS QUAD   -  HARTFORD WEST (2018)
 AI6129
 AI6129                         *CURRENT SURVEY CONTROL
 AI6129  ______________________________________________________________________
 AI6129* NAD 83(1986) POSITION- 43 22 03.2    (N) 088 25 42.1    (W)   HD_HELD2
 AI6129* NAVD 88 ORTHO HEIGHT -   321.640 (meters)     1055.25  (feet) ADJUSTED
 AI6129  ______________________________________________________________________
 AI6129  GEOID HEIGHT    -        -34.844 (meters)                     GEOID18
 AI6129  DYNAMIC HEIGHT  -        321.564 (meters)     1055.00  (feet) COMP
 AI6129  MODELED GRAVITY -    980,374.3   (mgal)                       NAVD 88
 AI6129
 AI6129  VERT ORDER      -  SECOND    CLASS I
 AI6129
 AI6129.The horizontal coordinates were established by autonomous hand held GPS
 AI6129.observations and have an estimated accuracy of +/- 10 meters.
 AI6129
 AI6129.The orthometric height was determined by differential leveling and
 AI6129.adjusted by the WI DEPT OF TRANSP
 AI6129.in May 2012.
 AI6129
 AI6129.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6129.GEOID18 height accuracy estimate available here.
 AI6129
 AI6129.Click photographs - Photos may exist for this station.
 AI6129
 AI6129.The dynamic height is computed by dividing the NAVD 88
 AI6129.geopotential number by the normal gravity value computed on the
 AI6129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6129.degrees latitude (g = 980.6199 gals.).
 AI6129
 AI6129.The modeled gravity was interpolated from observed gravity values.
 AI6129
 AI6129;                    North         East    Units  Estimated Accuracy
 AI6129;SPC WI S     -   153,123.      727,370.      MT  (+/- 10 meters HH2 GPS)
 AI6129
 AI6129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8427202623(NAD 83)
 AI6129
 AI6129                          SUPERSEDED SURVEY CONTROL
 AI6129
 AI6129  NAVD 88 (04/20/07)  321.614  (m)         1055.16   (f) SUPERSEDED  2 1
 AI6129  NAVD 88 (10/20/00)  321.576  (m)         1055.04   (f) SUPERSEDED  2 1
 AI6129
 AI6129.Superseded values are not recommended for survey control.
 AI6129
 AI6129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6129.See file dsdata.pdf to determine how the superseded data were derived.
 AI6129
 AI6129_MARKER: DD = SURVEY DISK
 AI6129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6129_STAMPING: 2X19 1999
 AI6129_MARK LOGO: WIDT
 AI6129_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6129+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI6129
 AI6129  HISTORY     - Date     Condition        Report By
 AI6129  HISTORY     - 1999     MONUMENTED       WIDT
 AI6129  HISTORY     - 20030807 GOOD             USPSQD
 AI6129  HISTORY     - 20040702 GOOD             WIDT
 AI6129  HISTORY     - 20060909 GOOD             USPSQD
 AI6129
 AI6129                          STATION DESCRIPTION
 AI6129
 AI6129'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6129'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHWEST OF WEST BEND
 AI6129'AND 6.4 KM (3.95 MI) NORTHWEST OF HARTFORD.  OWNERSHIP--TOWN OF
 AI6129'RUBICON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 175
 AI6129'WITH STATE HIGHWAY 33, IN THE COMMUNITY OF ADDISON, GO WEST ON STATE
 AI6129'HIGHWAY 33 FOR 3.9 KM (2.40 MI) TO COUNTY HIGHWAY PS TURN LEFT AND GO
 AI6129'SOUTH ON COUNTY HIGHWAY PS, FOR 2.82 KM (1.75 MI) TO ILLINOIS ROAD,
 AI6129'TURN RIGHT AND GO WEST ON ILLINOIS ROAD FOR 0.8 KM (0.50 MI) TO
 AI6129'GOODLAND ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON GOODLAND ROAD FOR
 AI6129'3.2 KM (2.00 MI) TO BUCHANAN ROAD ON THE RIGHT AND GOODLAND RD ON THE
 AI6129'LEFT, TURN LEFT AND GO EAST AND SOUTH ON GOODLAND ROAD FOR 0.5 KM
 AI6129'(0.30 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6129'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6129'DISK STAMPED --2X19 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6129'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6129'HIGHWAY PAVEMENT.  THE STATION IS 8.6 M (28.2 FT) EAST OF THE
 AI6129'CENTERLINE OF GOODLAND ROAD, 61.6 M (202.1 FT) SOUTHEAST OF POWER POLE
 AI6129'--91-11135 40-5--, 55.8 M (183.1 FT) SOUTH-SOUTHEAST OF WOOD POST FOR
 AI6129'--LEFT ARROW-- SIGN, 29.6 M (97.1 FT) NORTHEAST OF POWER POLE
 AI6129'--91-16082 40-5--, 4.5 M (14.8 FT) NORTH OF FIELD ENTRANCE CENTERLINE,
 AI6129'1.0 M (3.3 FT) WEST OF CULTIVATED FIELD AND 0.7 M (2.3 FT) WEST OF A
 AI6129'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6129'OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6129
 AI6129                          STATION RECOVERY (2003)
 AI6129
 AI6129'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6129'RECOVERED IN GOOD CONDITION.
 AI6129
 AI6129                          STATION RECOVERY (2004)
 AI6129
 AI6129'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6129'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI6129'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6129
 AI6129                          STATION RECOVERY (2006)
 AI6129
 AI6129'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6128 ***********************************************************************
 AI6128  DESIGNATION -  2X20
 AI6128  PID         -  AI6128
 AI6128  STATE/COUNTY-  WI/DODGE
 AI6128  COUNTRY     -  US
 AI6128  USGS QUAD   -  NENNO (2018)
 AI6128
 AI6128                         *CURRENT SURVEY CONTROL
 AI6128  ______________________________________________________________________
 AI6128* NAD 83(1986) POSITION- 43 22 39.1    (N) 088 25 55.5    (W)   HD_HELD2
 AI6128* NAVD 88 ORTHO HEIGHT -   320.201 (meters)     1050.53  (feet) ADJUSTED
 AI6128  ______________________________________________________________________
 AI6128  GEOID HEIGHT    -        -34.856 (meters)                     GEOID18
 AI6128  DYNAMIC HEIGHT  -        320.126 (meters)     1050.28  (feet) COMP
 AI6128  MODELED GRAVITY -    980,375.9   (mgal)                       NAVD 88
 AI6128
 AI6128  VERT ORDER      -  SECOND    CLASS I
 AI6128
 AI6128.The horizontal coordinates were established by autonomous hand held GPS
 AI6128.observations and have an estimated accuracy of +/- 10 meters.
 AI6128
 AI6128.The orthometric height was determined by differential leveling and
 AI6128.adjusted by the WI DEPT OF TRANSP
 AI6128.in May 2012.
 AI6128
 AI6128.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6128.GEOID18 height accuracy estimate available here.
 AI6128
 AI6128.Click photographs - Photos may exist for this station.
 AI6128
 AI6128.The dynamic height is computed by dividing the NAVD 88
 AI6128.geopotential number by the normal gravity value computed on the
 AI6128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6128.degrees latitude (g = 980.6199 gals.).
 AI6128
 AI6128.The modeled gravity was interpolated from observed gravity values.
 AI6128
 AI6128;                    North         East    Units  Estimated Accuracy
 AI6128;SPC WI S     -   154,224.      727,048.      MT  (+/- 10 meters HH2 GPS)
 AI6128
 AI6128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8398903735(NAD 83)
 AI6128
 AI6128                          SUPERSEDED SURVEY CONTROL
 AI6128
 AI6128  NAVD 88 (04/20/07)  320.175  (m)         1050.44   (f) SUPERSEDED  2 1
 AI6128  NAVD 88 (10/20/00)  320.138  (m)         1050.32   (f) SUPERSEDED  2 1
 AI6128
 AI6128.Superseded values are not recommended for survey control.
 AI6128
 AI6128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6128.See file dsdata.pdf to determine how the superseded data were derived.
 AI6128
 AI6128_MARKER: DD = SURVEY DISK
 AI6128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6128_STAMPING: 2X20 1999
 AI6128_MARK LOGO: WIDT
 AI6128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6128+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI6128
 AI6128  HISTORY     - Date     Condition        Report By
 AI6128  HISTORY     - 1999     MONUMENTED       WIDT
 AI6128  HISTORY     - 20030807 GOOD             USPSQD
 AI6128  HISTORY     - 20040702 GOOD             WIDT
 AI6128  HISTORY     - 20060909 GOOD             USPSQD
 AI6128
 AI6128                          STATION DESCRIPTION
 AI6128
 AI6128'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6128'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHWEST OF WEST BEND
 AI6128'AND 8.0 KM (4.95 MI) NORTHWEST OF HARTFORD.  OWNERSHIP--TOWN OF
 AI6128'HERMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 175
 AI6128'WITH STATE HIGHWAY 33, IN THE COMMUNITY OF ADDISON, GO WEST ON STATE
 AI6128'HIGHWAY 33 FOR 3.9 KM (2.40 MI) TO COUNTY HIGHWAY PS TURN LEFT AND GO
 AI6128'SOUTH ON COUNTY HIGHWAY PS FOR 2.82 KM (1.75 MI) TO ILLINOIS ROAD,
 AI6128'TURN RIGHT AND GO WEST ON ILLINOIS ROAD FOR 0.8 KM (0.50 MI) TO
 AI6128'GOODLAND ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON GOODLAND ROAD FOR
 AI6128'2.4 KM (1.50 MI) TO GREEN ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON
 AI6128'GREEN ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE
 AI6128'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6128'SURVEY CONTROL STATION DISK STAMPED --2X20 1999-- AND SET IN THE TOP
 AI6128'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6128'ABOUT 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 5.6 M
 AI6128'(18.4 FT) NORTH OF THE CENTERLINE OF GREEN ROAD, 64.0 M (210.0 FT)
 AI6128'WEST OF THE CENTERLINE OF GOODLAND ROAD, 55.0 M (180.4 FT)
 AI6128'WEST-NORTHWEST OF POWER POLE --83-00514 40-5--, AND 0.5 M (1.6 FT)
 AI6128'SOUTH OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 AI6128'VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE
 AI6128'HORIZON.
 AI6128
 AI6128                          STATION RECOVERY (2003)
 AI6128
 AI6128'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6128'RECOVERED IN GOOD CONDITION.
 AI6128
 AI6128                          STATION RECOVERY (2004)
 AI6128
 AI6128'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6128'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI6128'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6128
 AI6128                          STATION RECOVERY (2006)
 AI6128
 AI6128'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6127 ***********************************************************************
 AI6127  DESIGNATION -  2X21
 AI6127  PID         -  AI6127
 AI6127  STATE/COUNTY-  WI/DODGE
 AI6127  COUNTRY     -  US
 AI6127  USGS QUAD   -  NENNO (2018)
 AI6127
 AI6127                         *CURRENT SURVEY CONTROL
 AI6127  ______________________________________________________________________
 AI6127* NAD 83(1986) POSITION- 43 23 28.1    (N) 088 25 51.1    (W)   HD_HELD2
 AI6127* NAVD 88 ORTHO HEIGHT -   334.962 (meters)     1098.95  (feet) ADJUSTED
 AI6127  ______________________________________________________________________
 AI6127  GEOID HEIGHT    -        -34.872 (meters)                     GEOID18
 AI6127  DYNAMIC HEIGHT  -        334.884 (meters)     1098.70  (feet) COMP
 AI6127  MODELED GRAVITY -    980,377.3   (mgal)                       NAVD 88
 AI6127
 AI6127  VERT ORDER      -  SECOND    CLASS I
 AI6127
 AI6127.The horizontal coordinates were established by autonomous hand held GPS
 AI6127.observations and have an estimated accuracy of +/- 10 meters.
 AI6127
 AI6127.The orthometric height was determined by differential leveling and
 AI6127.adjusted by the WI DEPT OF TRANSP
 AI6127.in May 2012.
 AI6127
 AI6127.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6127.GEOID18 height accuracy estimate available here.
 AI6127
 AI6127.Click photographs - Photos may exist for this station.
 AI6127
 AI6127.The dynamic height is computed by dividing the NAVD 88
 AI6127.geopotential number by the normal gravity value computed on the
 AI6127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6127.degrees latitude (g = 980.6199 gals.).
 AI6127
 AI6127.The modeled gravity was interpolated from observed gravity values.
 AI6127
 AI6127;                    North         East    Units  Estimated Accuracy
 AI6127;SPC WI S     -   155,738.      727,118.      MT  (+/- 10 meters HH2 GPS)
 AI6127
 AI6127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8411405245(NAD 83)
 AI6127
 AI6127                          SUPERSEDED SURVEY CONTROL
 AI6127
 AI6127  NAVD 88 (04/20/07)  334.936  (m)         1098.87   (f) SUPERSEDED  2 1
 AI6127  NAVD 88 (10/20/00)  334.900  (m)         1098.75   (f) SUPERSEDED  2 1
 AI6127
 AI6127.Superseded values are not recommended for survey control.
 AI6127
 AI6127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6127.See file dsdata.pdf to determine how the superseded data were derived.
 AI6127
 AI6127_MARKER: DD = SURVEY DISK
 AI6127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6127_STAMPING: 2X21 1999
 AI6127_MARK LOGO: WIDT
 AI6127_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6127+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI6127
 AI6127  HISTORY     - Date     Condition        Report By
 AI6127  HISTORY     - 1999     MONUMENTED       WIDT
 AI6127  HISTORY     - 20030807 GOOD             USPSQD
 AI6127  HISTORY     - 20040702 GOOD             WIDT
 AI6127  HISTORY     - 20060909 GOOD             USPSQD
 AI6127
 AI6127                          STATION DESCRIPTION
 AI6127
 AI6127'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6127'THE STATION IS LOCATED ABOUT 20.1 KM (12.50 MI) SOUTHWEST OF WEST BEND
 AI6127'AND 8.9 KM (5.55 MI) NORTHWEST OF HARTFORD.  OWNERSHIP--TOWN OF
 AI6127'HERMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 175
 AI6127'WITH STATE HIGHWAY 33, IN THE COMMUNITY OF ADDISON, GO WEST ON STATE
 AI6127'HIGHWAY 33 FOR 3.9 KM (2.40 MI) TO COUNTY HIGHWAY PS TURN LEFT AND GO
 AI6127'SOUTH ON COUNTY HIGHWAY PS, FOR 2.82 KM (1.75 MI) TO ILLINOIS ROAD,
 AI6127'TURN RIGHT AND GO WEST ON ILLINOIS ROAD FOR 0.8 KM (0.50 MI) TO
 AI6127'GOODLAND ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON GOODLAND ROAD FOR
 AI6127'0.89 KM (0.55 MI) TO STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6127'WISCONSIN DEPARTMENT OF TRANSPORTATON GEODETIC SURVEY CONTROL STATION
 AI6127'DISK STAMPED --2X21 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6127'DIAMETER CONCRETE POST 2 CM BELOW THE GROUND AND ABOUT 0.5 M (1.6 FT)
 AI6127'BELOW THE ROAD PAVEMENT.  THE STATION IS 7.6 M (24.9 FT) EAST OF THE
 AI6127'CENTERLINE OF GOODLAND ROAD, 82.3 M (270.0 FT) SOUTH OF TELEPHONE
 AI6127'PEDESTAL --340--, 2 M (6.6 FT) WEST OF CULTIVATED FIELD, AND 1.0 M
 AI6127'(3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION
 AI6127'HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE
 AI6127'THE HORIZON.
 AI6127
 AI6127                          STATION RECOVERY (2003)
 AI6127
 AI6127'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6127'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ALSO 0.4 MILE NORTH
 AI6127'OF COUNTY HIGHWAY S ON GOODLAND ROAD.
 AI6127
 AI6127                          STATION RECOVERY (2004)
 AI6127
 AI6127'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6127'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI6127'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6127'OBSTRUCTION- THE STATION IS 8 M NORTH OF A LARGE SHRUB TREE EXTENDING
 AI6127'TO APPROXIMATELY 20 DEGREES ABOVE THE HORIZON.
 AI6127
 AI6127                          STATION RECOVERY (2006)
 AI6127
 AI6127'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6126 ***********************************************************************
 AI6126  DESIGNATION -  2X22
 AI6126  PID         -  AI6126
 AI6126  STATE/COUNTY-  WI/DODGE
 AI6126  COUNTRY     -  US
 AI6126  USGS QUAD   -  NENNO (2018)
 AI6126
 AI6126                         *CURRENT SURVEY CONTROL
 AI6126  ______________________________________________________________________
 AI6126* NAD 83(1986) POSITION- 43 24 48.4    (N) 088 25 13.7    (W)   HD_HELD2
 AI6126* NAVD 88 ORTHO HEIGHT -   339.987 (meters)     1115.44  (feet) ADJUSTED
 AI6126  ______________________________________________________________________
 AI6126  GEOID HEIGHT    -        -34.903 (meters)                     GEOID18
 AI6126  DYNAMIC HEIGHT  -        339.909 (meters)     1115.18  (feet) COMP
 AI6126  MODELED GRAVITY -    980,378.8   (mgal)                       NAVD 88
 AI6126
 AI6126  VERT ORDER      -  SECOND    CLASS I
 AI6126
 AI6126.The horizontal coordinates were established by autonomous hand held GPS
 AI6126.observations and have an estimated accuracy of +/- 10 meters.
 AI6126
 AI6126.The orthometric height was determined by differential leveling and
 AI6126.adjusted by the WI DEPT OF TRANSP
 AI6126.in May 2012.
 AI6126
 AI6126.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6126.GEOID18 height accuracy estimate available here.
 AI6126
 AI6126.Click photographs - Photos may exist for this station.
 AI6126
 AI6126.The dynamic height is computed by dividing the NAVD 88
 AI6126.geopotential number by the normal gravity value computed on the
 AI6126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6126.degrees latitude (g = 980.6199 gals.).
 AI6126
 AI6126.The modeled gravity was interpolated from observed gravity values.
 AI6126
 AI6126;                    North         East    Units  Estimated Accuracy
 AI6126;SPC WI S     -   158,232.      727,913.      MT  (+/- 10 meters HH2 GPS)
 AI6126
 AI6126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8499807708(NAD 83)
 AI6126
 AI6126                          SUPERSEDED SURVEY CONTROL
 AI6126
 AI6126  NAVD 88 (04/20/07)  339.961  (m)         1115.36   (f) SUPERSEDED  2 1
 AI6126  NAVD 88 (10/20/00)  339.928  (m)         1115.25   (f) SUPERSEDED  2 1
 AI6126
 AI6126.Superseded values are not recommended for survey control.
 AI6126
 AI6126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6126.See file dsdata.pdf to determine how the superseded data were derived.
 AI6126
 AI6126_MARKER: DD = SURVEY DISK
 AI6126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6126_STAMPING: 2X22 1999
 AI6126_MARK LOGO: WIDT
 AI6126_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6126+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI6126
 AI6126  HISTORY     - Date     Condition        Report By
 AI6126  HISTORY     - 1999     MONUMENTED       WIDT
 AI6126  HISTORY     - 20030807 GOOD             USPSQD
 AI6126  HISTORY     - 20040602 GOOD             WIDT
 AI6126  HISTORY     - 20060909 GOOD             USPSQD
 AI6126
 AI6126                          STATION DESCRIPTION
 AI6126
 AI6126'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6126'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) WEST-SOUTHWEST OF WEST
 AI6126'BEND AND 11.3 KM (7.00 MI) NORTH-NORTHWEST OF HARTFORD.
 AI6126'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6126'STATE HIGHWAY 175 WITH STATE HIGHWAY 33, IN THE COMMUNITY OF ADDISON,
 AI6126'GO WEST ON STATE HIGHWAY 33 FOR 3.9 KM (2.40 MI) TO COUNTY HIGHWAY PS,
 AI6126'TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY PS FOR 1.21 KM (0.75 MI) TO
 AI6126'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 AI6126'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X22
 AI6126'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6126'FLUSH WITH THE GROUND AND ABOUT 1.0 M (3.3 FT) BELOW THE HIGHWAY
 AI6126'PAVEMENT.  THE STATION IS 9.1 M (29.9 FT) EAST OF THE CENTERLINE OF
 AI6126'COUNTY HIGHWAY PS, 29.6 M (97.1 FT) NORTHEAST OF TELEPHONE PEDESTAL
 AI6126'--1308--, 27.3 M (89.6 FT) EAST-NORTHEAST OF WOOD POST FOR --STOP--
 AI6126'SIGN, 19.2 M (63.0 FT) EAST OF POWER POLE --97-03950 40K--, 12.9 M
 AI6126'(42.3 FT) NORTH-NORTHWEST OF TELEPHONE PEDESTAL --2243--, 1.0 M (3.3
 AI6126'FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI6126'NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE
 AI6126'HORIZON.
 AI6126
 AI6126                          STATION RECOVERY (2003)
 AI6126
 AI6126'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6126'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 24 FEET NORTH OF A
 AI6126'DOUBLE-HEADED ARROW SIGN AT THE JUNCTION OF COUNTY HIGHWAY PS AND IOWA
 AI6126'ROAD.
 AI6126
 AI6126                          STATION RECOVERY (2004)
 AI6126
 AI6126'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6126'THE STATION IS 60 M SOUTHWEST OF A LARGE RADIO TOWER EXTENDING TO
 AI6126'APPROXIMATELY 30 DEGREES ABOVE THE HORIZON.
 AI6126
 AI6126                          STATION RECOVERY (2006)
 AI6126
 AI6126'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6125 ***********************************************************************
 AI6125  DESIGNATION -  2X23
 AI6125  PID         -  AI6125
 AI6125  STATE/COUNTY-  WI/DODGE
 AI6125  COUNTRY     -  US
 AI6125  USGS QUAD   -  NENNO (2018)
 AI6125
 AI6125                         *CURRENT SURVEY CONTROL
 AI6125  ______________________________________________________________________
 AI6125* NAD 83(2011) POSITION- 43 25 34.41190(N) 088 25 28.72267(W)   ADJUSTED
 AI6125* NAD 83(2011) ELLIP HT-   293.344 (meters)        (06/27/12)   ADJUSTED
 AI6125* NAD 83(2011) EPOCH   -  2010.00
 AI6125* NAVD 88 ORTHO HEIGHT -   328.269 (meters)     1077.00  (feet) ADJUSTED
 AI6125  ______________________________________________________________________
 AI6125  GEOID HEIGHT    -        -34.927 (meters)                     GEOID18
 AI6125  NAD 83(2011) X  -    127,554.274 (meters)                     COMP
 AI6125  NAD 83(2011) Y  - -4,637,989.956 (meters)                     COMP
 AI6125  NAD 83(2011) Z  -  4,362,214.273 (meters)                     COMP
 AI6125  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 AI6125  DYNAMIC HEIGHT  -        328.193 (meters)     1076.75  (feet) COMP
 AI6125  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 AI6125
 AI6125  VERT ORDER      -  SECOND    CLASS I
 AI6125
 AI6125  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6125  Standards:
 AI6125         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6125            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6125  -------------------------------------------------------------------
 AI6125  NETWORK    0.77   0.96           0.37   0.21   0.49     -0.09865324
 AI6125  -------------------------------------------------------------------
 AI6125  Click here for local accuracies and other accuracy information.
 AI6125
 AI6125.The horizontal coordinates were established by GPS observations
 AI6125.and adjusted by the National Geodetic Survey in June 2012.
 AI6125
 AI6125.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6125.been affixed to the stable North American tectonic plate. See 
 AI6125.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6125
 AI6125.The horizontal coordinates are valid at the epoch date displayed above
 AI6125.which is a decimal equivalence of Year/Month/Day.
 AI6125
 AI6125.The orthometric height was determined by differential leveling and
 AI6125.adjusted by the WI DEPT OF TRANSP
 AI6125.in May 2012.
 AI6125
 AI6125.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6125.GEOID18 height accuracy estimate available here.
 AI6125
 AI6125.Click photographs - Photos may exist for this station.
 AI6125
 AI6125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6125
 AI6125.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6125
 AI6125.The ellipsoidal height was determined by GPS observations
 AI6125.and is referenced to NAD 83.
 AI6125
 AI6125.The dynamic height is computed by dividing the NAVD 88
 AI6125.geopotential number by the normal gravity value computed on the
 AI6125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6125.degrees latitude (g = 980.6199 gals.).
 AI6125
 AI6125.The modeled gravity was interpolated from observed gravity values.
 AI6125
 AI6125. The following values were computed from the NAD 83(2011) position.
 AI6125
 AI6125;                    North         East     Units Scale Factor Converg.
 AI6125;SPC WI S     -   159,644.877   727,548.309   MT  0.99993264   +1 04 56.8
 AI6125;SPC WI S     -   523,768.23  2,386,964.74   sFT  0.99993264   +1 04 56.8
 AI6125;UTM  16      - 4,809,133.805   384,684.706   MT  0.99976357   -0 58 46.0
 AI6125
 AI6125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6125!SPC WI S     -   0.99995400  x   0.99993264  =   0.99988664
 AI6125!UTM  16      -   0.99995400  x   0.99976357  =   0.99971758
 AI6125
 AI6125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8468409133(NAD 83)
 AI6125
 AI6125                          SUPERSEDED SURVEY CONTROL
 AI6125
 AI6125  NAD 83(2007)-  43 25 34.41187(N)    088 25 28.72355(W) AD(2002.00) 0
 AI6125  ELLIP H (02/10/07)  293.378  (m)                       GP(2002.00)    
 AI6125  ELLIP H (11/17/00)  293.389  (m)                       GP(       ) 3 2
 AI6125  NAD 83(1997)-  43 25 34.41186(N)    088 25 28.72369(W) AD(       ) 1
 AI6125  ELLIP H (07/06/00)  293.389  (m)                       GP(       ) 2 1
 AI6125  NAVD 88             328.24   (m)         1076.9    (f) LEVELING    3  
 AI6125  NAVD 88 (04/20/07)  328.242  (m)         1076.91   (f) SUPERSEDED  2 1
 AI6125  NAVD 88 (10/20/00)  328.211  (m)         1076.81   (f) SUPERSEDED  2 1
 AI6125  NAVD 88 (07/06/00)  328.21   (m)  GEOID99  model used  GPS OBS        
 AI6125
 AI6125.Superseded values are not recommended for survey control.
 AI6125
 AI6125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6125.See file dsdata.pdf to determine how the superseded data were derived.
 AI6125
 AI6125_MARKER: DD = SURVEY DISK
 AI6125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6125_STAMPING: 2X23 1999
 AI6125_MARK LOGO: WIDT
 AI6125_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6125+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI6125
 AI6125  HISTORY     - Date     Condition        Report By
 AI6125  HISTORY     - 1999     MONUMENTED       WIDT
 AI6125  HISTORY     - 20030806 GOOD             USPSQD
 AI6125  HISTORY     - 20040628 GOOD             WIDT
 AI6125  HISTORY     - 20060909 GOOD             USPSQD
 AI6125
 AI6125                          STATION DESCRIPTION
 AI6125
 AI6125'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6125'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) WEST OF WEST BEND AND
 AI6125'12.1 KM (7.50 MI) NORTH-NORTHWEST OF HARTFORD.  OWNERSHIP--TOWN OF
 AI6125'HERMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 175
 AI6125'WITH STATE HIGHWAY 33, IN THE COMMUNITY OF ADDISON, GO WEST ON STATE
 AI6125'HIGHWAY 33 FOR 3.9 KM (2.40 MI) TO COUNTY HIGHWAY PS CONTINUE WEST ON
 AI6125'STATE HIGHWAY 33 FOR 0.3 KM (0.20 MI) TO THE EAST JUNCTION OF CHURCH
 AI6125'RD ON THE RIGHT, TURN RIGHT AND GO NORTHWEST 58.0 M (190.3 FT) TO THE
 AI6125'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6125'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X23
 AI6125'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6125'2 CM BELOW THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE ROAD
 AI6125'PAVEMENT.  THE STATION IS 4.9 M (16.1 FT) SOUTHWEST OF THE CENTERLINE
 AI6125'OF CHURCH ROAD, APPROXIMATELY 161 M (528.2 FT) SOUTHEAST OF --EMMANUEL
 AI6125'LUTHERAN CHURCH--, 35.9 M (117.8 FT) NORTH OF 57 CM (22-INCH) DIAMETER
 AI6125'CORRUGATED METAL CULVERT PIPE, 2 M (6.6 FT) WEST OF CULTIVATED FIELD,
 AI6125'0.9 M (3.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI6125'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES
 AI6125'ABOVE THE HORIZON.
 AI6125
 AI6125                          STATION RECOVERY (2003)
 AI6125
 AI6125'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6125'RECOVERED IN GOOD CONDITION.
 AI6125
 AI6125                          STATION RECOVERY (2004)
 AI6125
 AI6125'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6125'RECOVERED AS DESCRIBED AND TWO WHITE PLASTIC WITNESS POSTS ADDED.  THE
 AI6125'STATION IS NOW IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 AI6125'PLASTIC WITNESS POSTS.  THE STATION IS 4.9 M NORTHEAST (NOT SOUTHWEST)
 AI6125'OF THE CENTERLINE OF CHURCH ROAD.  THE STATION IS 22.9 M NORTH OF A
 AI6125'METAL R/W SIGN.
 AI6125
 AI6125                          STATION RECOVERY (2006)
 AI6125
 AI6125'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6124 ***********************************************************************
 AI6124  DESIGNATION -  2X24
 AI6124  PID         -  AI6124
 AI6124  STATE/COUNTY-  WI/DODGE
 AI6124  COUNTRY     -  US
 AI6124  USGS QUAD   -  NENNO (2018)
 AI6124
 AI6124                         *CURRENT SURVEY CONTROL
 AI6124  ______________________________________________________________________
 AI6124* NAD 83(2011) POSITION- 43 25 49.84226(N) 088 26 24.89304(W)   ADJUSTED
 AI6124* NAD 83(2011) ELLIP HT-   301.798 (meters)        (06/27/12)   ADJUSTED
 AI6124* NAD 83(2011) EPOCH   -  2010.00
 AI6124* NAVD 88 ORTHO HEIGHT -   336.736 (meters)     1104.77  (feet) ADJUSTED
 AI6124  ______________________________________________________________________
 AI6124  GEOID HEIGHT    -        -34.939 (meters)                     GEOID18
 AI6124  NAD 83(2011) X  -    126,282.500 (meters)                     COMP
 AI6124  NAD 83(2011) Y  - -4,637,703.399 (meters)                     COMP
 AI6124  NAD 83(2011) Z  -  4,362,565.935 (meters)                     COMP
 AI6124  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 AI6124  DYNAMIC HEIGHT  -        336.659 (meters)     1104.52  (feet) COMP
 AI6124  MODELED GRAVITY -    980,381.3   (mgal)                       NAVD 88
 AI6124
 AI6124  VERT ORDER      -  SECOND    CLASS I
 AI6124
 AI6124  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6124  Standards:
 AI6124         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6124            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6124  -------------------------------------------------------------------
 AI6124  NETWORK    0.59   0.78           0.28   0.18   0.40     -0.02916953
 AI6124  -------------------------------------------------------------------
 AI6124  Click here for local accuracies and other accuracy information.
 AI6124
 AI6124.The horizontal coordinates were established by GPS observations
 AI6124.and adjusted by the National Geodetic Survey in June 2012.
 AI6124
 AI6124.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6124.been affixed to the stable North American tectonic plate. See 
 AI6124.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6124
 AI6124.The horizontal coordinates are valid at the epoch date displayed above
 AI6124.which is a decimal equivalence of Year/Month/Day.
 AI6124
 AI6124.The orthometric height was determined by differential leveling and
 AI6124.adjusted by the WI DEPT OF TRANSP
 AI6124.in May 2012.
 AI6124
 AI6124.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6124.GEOID18 height accuracy estimate available here.
 AI6124
 AI6124.Click photographs - Photos may exist for this station.
 AI6124
 AI6124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6124
 AI6124.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6124
 AI6124.The ellipsoidal height was determined by GPS observations
 AI6124.and is referenced to NAD 83.
 AI6124
 AI6124.The dynamic height is computed by dividing the NAVD 88
 AI6124.geopotential number by the normal gravity value computed on the
 AI6124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6124.degrees latitude (g = 980.6199 gals.).
 AI6124
 AI6124.The modeled gravity was interpolated from observed gravity values.
 AI6124
 AI6124. The following values were computed from the NAD 83(2011) position.
 AI6124
 AI6124;                    North         East     Units Scale Factor Converg.
 AI6124;SPC WI S     -   160,097.217   726,276.267   MT  0.99993268   +1 04 18.2
 AI6124;SPC WI S     -   525,252.29  2,382,791.39   sFT  0.99993268   +1 04 18.2
 AI6124;UTM  16      - 4,809,631.536   383,429.972   MT  0.99976715   -0 59 24.9
 AI6124
 AI6124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6124!SPC WI S     -   0.99995268  x   0.99993268  =   0.99988536
 AI6124!UTM  16      -   0.99995268  x   0.99976715  =   0.99971984
 AI6124
 AI6124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8342909631(NAD 83)
 AI6124
 AI6124                          SUPERSEDED SURVEY CONTROL
 AI6124
 AI6124  NAD 83(2007)-  43 25 49.84223(N)    088 26 24.89393(W) AD(2002.00) 0
 AI6124  ELLIP H (02/10/07)  301.833  (m)                       GP(2002.00)    
 AI6124  ELLIP H (11/17/00)  301.843  (m)                       GP(       ) 3 2
 AI6124  NAD 83(1997)-  43 25 49.84221(N)    088 26 24.89406(W) AD(       ) 1
 AI6124  ELLIP H (07/06/00)  301.843  (m)                       GP(       ) 2 1
 AI6124  NAVD 88             336.71   (m)         1104.7    (f) LEVELING    3  
 AI6124  NAVD 88 (04/20/07)  336.709  (m)         1104.69   (f) SUPERSEDED  2 1
 AI6124  NAVD 88 (10/20/00)  336.679  (m)         1104.59   (f) SUPERSEDED  2 1
 AI6124  NAVD 88 (07/06/00)  336.68   (m)  GEOID99  model used  GPS OBS        
 AI6124
 AI6124.Superseded values are not recommended for survey control.
 AI6124
 AI6124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6124.See file dsdata.pdf to determine how the superseded data were derived.
 AI6124
 AI6124_MARKER: DD = SURVEY DISK
 AI6124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6124_STAMPING: 2X24 1999
 AI6124_MARK LOGO: WIDT
 AI6124_PROJECTION: FLUSH
 AI6124_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6124+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2016
 AI6124
 AI6124  HISTORY     - Date     Condition        Report By
 AI6124  HISTORY     - 1999     MONUMENTED       WIDT
 AI6124  HISTORY     - 20030806 GOOD             USPSQD
 AI6124  HISTORY     - 20040628 GOOD             WIDT
 AI6124  HISTORY     - 20060909 GOOD             USPSQD
 AI6124  HISTORY     - 20161006 GOOD             WIDT
 AI6124
 AI6124                          STATION DESCRIPTION
 AI6124
 AI6124'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6124'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) WEST OF WEST BEND AND
 AI6124'8.0 KM (4.95 MI) NORTH-NORTHWEST OF HARTFORD.  OWNERSHIP--TOWN OF
 AI6124'HERMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 175
 AI6124'WITH STATE HIGHWAY 33, IN THE COMMUNITY OF ADDISON, GO WEST ON STATE
 AI6124'HIGHWAY 33 FOR 5.5 KM (3.40 MI) TO FREEDOM ROAD, TURN RIGHT AND GO
 AI6124'NORTH 156.3 M (512.8 FT) TO THE STATION ON THE RIGHT.  OR FROM THE
 AI6124'JUNCTION OF STATE HIGHWAY 67/28 (MAYVILLE STREET) AND 175 (MILWAUKEE
 AI6124'STREET) , IN THE VILLAGE OF THERESA, GO SOUTH ON STATE HIGHWAY 175
 AI6124'(MILWAUKEE STREET) FOR 1.37 KM (0.85 MI) TO COUNTY HIGHWAY P ON THE
 AI6124'RIGHT TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY P FOR 4.10 KM (2.55
 AI6124'MI) TO ZION CHURCH RD, TURN LEFT AND GO EAST ON ZION CHURCH ROAD FOR
 AI6124'0.8 KM (0.50 MI) TO FREEDOM ROAD, TURN RIGHT AND GO SOUTH ON FREEDOM
 AI6124'ROAD FOR 2.0 MI (3.2 KM) TO COUNTY HIGHWAY DW CONTINUE SOUTH ON
 AI6124'FREEDOM ROAD FOR 1.21 KM (0.75 MI) TO THE STATION ON THE LEFT. THE
 AI6124'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6124'SURVEY CONTROL STATION DISK STAMPED --2X24 1999-- AND SET IN THE TOP
 AI6124'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6124'ABOUT .5 M (1.6 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 8.7 M
 AI6124'(28.5 FT) EAST OF THE CENTERLINE OF FREEDOM ROAD, 156.3 M (512.8 FT)
 AI6124'NORTH OF THE CENTERLINE OF STATE HIGHWAY 33, 100.2 M (328.7 FT)
 AI6124'SOUTHEAST OF WOOD POST FOR --STOP AHEAD-- SIGN, AND 1.0 M (3.3 FT)
 AI6124'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI6124'VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE
 AI6124'HORIZON.
 AI6124
 AI6124                          STATION RECOVERY (2003)
 AI6124
 AI6124'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6124'RECOVERED IN GOOD CONDITION.
 AI6124
 AI6124                          STATION RECOVERY (2004)
 AI6124
 AI6124'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6124'RECOVERED AS DESCRIBED AND TWO WHITE PLASTIC WITNESS POSTS ADDED.  THE
 AI6124'STATION IS NOW IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 AI6124'PLASTIC WITNESS POSTS.
 AI6124
 AI6124                          STATION RECOVERY (2006)
 AI6124
 AI6124'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6124'RECOVERED IN GOOD CONDITION.
 AI6124
 AI6124                          STATION RECOVERY (2016)
 AI6124
 AI6124'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6124'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6123 ***********************************************************************
 AI6123  DESIGNATION -  2X25
 AI6123  PID         -  AI6123
 AI6123  STATE/COUNTY-  WI/DODGE
 AI6123  COUNTRY     -  US
 AI6123  USGS QUAD   -  NENNO (2018)
 AI6123
 AI6123                         *CURRENT SURVEY CONTROL
 AI6123  ______________________________________________________________________
 AI6123* NAD 83(1986) POSITION- 43 26 30.7    (N) 088 26 25.9    (W)   HD_HELD2
 AI6123* NAVD 88 ORTHO HEIGHT -   326.440 (meters)     1071.00  (feet) ADJUSTED
 AI6123  ______________________________________________________________________
 AI6123  GEOID HEIGHT    -        -34.962 (meters)                     GEOID18
 AI6123  DYNAMIC HEIGHT  -        326.366 (meters)     1070.75  (feet) COMP
 AI6123  MODELED GRAVITY -    980,382.4   (mgal)                       NAVD 88
 AI6123
 AI6123  VERT ORDER      -  SECOND    CLASS I
 AI6123
 AI6123.The horizontal coordinates were established by autonomous hand held GPS
 AI6123.observations and have an estimated accuracy of +/- 10 meters.
 AI6123
 AI6123.The orthometric height was determined by differential leveling and
 AI6123.adjusted by the WI DEPT OF TRANSP
 AI6123.in May 2012.
 AI6123
 AI6123.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6123.GEOID18 height accuracy estimate available here.
 AI6123
 AI6123.Click photographs - Photos may exist for this station.
 AI6123
 AI6123.The dynamic height is computed by dividing the NAVD 88
 AI6123.geopotential number by the normal gravity value computed on the
 AI6123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6123.degrees latitude (g = 980.6199 gals.).
 AI6123
 AI6123.The modeled gravity was interpolated from observed gravity values.
 AI6123
 AI6123;                    North         East    Units  Estimated Accuracy
 AI6123;SPC WI S     -   161,357.      726,230.      MT  (+/- 10 meters HH2 GPS)
 AI6123
 AI6123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8342910892(NAD 83)
 AI6123
 AI6123                          SUPERSEDED SURVEY CONTROL
 AI6123
 AI6123  NAVD 88 (04/20/07)  326.413  (m)         1070.91   (f) SUPERSEDED  2 1
 AI6123  NAVD 88 (10/20/00)  326.384  (m)         1070.81   (f) SUPERSEDED  2 1
 AI6123
 AI6123.Superseded values are not recommended for survey control.
 AI6123
 AI6123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6123.See file dsdata.pdf to determine how the superseded data were derived.
 AI6123
 AI6123_MARKER: DD = SURVEY DISK
 AI6123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6123_STAMPING: 2X25 1999
 AI6123_MARK LOGO: WIDT
 AI6123_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6123+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI6123
 AI6123  HISTORY     - Date     Condition        Report By
 AI6123  HISTORY     - 1999     MONUMENTED       WIDT
 AI6123  HISTORY     - 20030806 GOOD             USPSQD
 AI6123  HISTORY     - 20040628 GOOD             WIDT
 AI6123  HISTORY     - 20060910 GOOD             USPSQD
 AI6123
 AI6123                          STATION DESCRIPTION
 AI6123
 AI6123'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6123'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) WEST-NORTHWEST OF WEST
 AI6123'BEND AND 7.2 KM (4.45 MI) SOUTH-SOUTHEAST OF THERESA. OWNERSHIP--TOWN
 AI6123'OF HERMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AI6123'67/28 (MAYVILLE STREET) AND 175 (MILWAUKEE STREET) IN THE VILLAGE OF
 AI6123'THERESA , GO SOUTH ON STATE HIGHWAY 175 (MILWAUKEE STREET) FOR 1.37 KM
 AI6123'(0.85 MI) TO COUNTY HIGHWAY P ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 AI6123'COUNTY HIGHWAY P FOR 4.10 KM (2.55 MI) TO ZION CHURCH ROAD TURN LEFT
 AI6123'AND GO EAST ON ZION CHURCH ROAD FOR 0.5 MI (0.8 KM) TO FREEDOM ROAD,
 AI6123'TURN RIGHT AND GO SOUTH ON FREEDOM ROAD FOR 2.0 MI (3.2 KM) TO COUNTY
 AI6123'HIGHWAY DW CONTINUE SOUTH ON FREEDOM ROAD FOR 0.08 KM (0.05 MI) TO THE
 AI6123'STATION ON THE LEFT.  OR FROM THE JUNCTION OF STATE HIGHWAY 175 WITH
 AI6123'STATE HIGHWAY 33 IN THE COMMUNITY OF ADDISON, GO WEST ON STATE HIGHWAY
 AI6123'33 FOR 5.5 KM (3.40 MI) TO FREEDOM ROAD, TURN RIGHT AND GO NORTH ON
 AI6123'FREEDOM ROAD FOR 1.3 KM (0.80 MI) TO THE STATION ON THE RIGHT.  THE
 AI6123'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6123'SURVEY CONTROL STATION DISK STAMPED --2X25 1999-- AND SET IN THE TOP
 AI6123'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST 2 CM BELOW THE GROUND AND
 AI6123'ABOUT 0.5 M (1.6 FT) ABOVE THE ROAD PAVEMENT.  THE STATION IS 8.5 M
 AI6123'(27.9 FT) EAST OF THE CENTERLINE OF FREEDOM ROAD, 65.8 M (215.9 FT)
 AI6123'SOUTH OF CENTERLINE COUNTY HIGHWAY DW, 34.2 M (112.2 FT) SOUTHEAST OF
 AI6123'WOOD END POST FOR --RIGHT-OF-WAY-- FENCE LINE RUNNING EAST/WEST, 22.3
 AI6123'M (73.2 FT) EAST-SOUTHEAST OF GUY POLE --97-07239--, 1.0 M (3.3 FT)
 AI6123'WEST OF CULTIVATED FIELD, AND 0.7 M (2.3 FT) WEST OF A WHITE PLASTIC
 AI6123'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 AI6123'EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6123
 AI6123                          STATION RECOVERY (2003)
 AI6123
 AI6123'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6123'RECOVERED IN GOOD CONDITION.
 AI6123
 AI6123                          STATION RECOVERY (2004)
 AI6123
 AI6123'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6123'RECOVERED AS DESCRIBED AND TWO WHITE PLASTIC WITNESS POSTS ADDED.  THE
 AI6123'STATION IS NOW IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 AI6123'PLASTIC WITNESS POSTS.   THE STATION IS 8.0 M EAST OF THE CENTERLINE
 AI6123'OF FREEDOM ROAD.
 AI6123
 AI6123                          STATION RECOVERY (2006)
 AI6123
 AI6123'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6123'RECOVERED IN GOOD CONDITION.  THERE IS ONE BENT WHITE PLASTIC WITNESS
 AI6123'POST PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6122 ***********************************************************************
 AI6122  DESIGNATION -  2X26
 AI6122  PID         -  AI6122
 AI6122  STATE/COUNTY-  WI/DODGE
 AI6122  COUNTRY     -  US
 AI6122  USGS QUAD   -  NENNO (2018)
 AI6122
 AI6122                         *CURRENT SURVEY CONTROL
 AI6122  ______________________________________________________________________
 AI6122* NAD 83(1986) POSITION- 43 27 27.0    (N) 088 26 26.2    (W)   HD_HELD2
 AI6122* NAVD 88 ORTHO HEIGHT -   316.336 (meters)     1037.85  (feet) ADJUSTED
 AI6122  ______________________________________________________________________
 AI6122  GEOID HEIGHT    -        -34.995 (meters)                     GEOID18
 AI6122  DYNAMIC HEIGHT  -        316.264 (meters)     1037.61  (feet) COMP
 AI6122  MODELED GRAVITY -    980,383.9   (mgal)                       NAVD 88
 AI6122
 AI6122  VERT ORDER      -  SECOND    CLASS I
 AI6122
 AI6122.The horizontal coordinates were established by autonomous hand held GPS
 AI6122.observations and have an estimated accuracy of +/- 10 meters.
 AI6122
 AI6122.The orthometric height was determined by differential leveling and
 AI6122.adjusted by the WI DEPT OF TRANSP
 AI6122.in May 2012.
 AI6122
 AI6122.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6122.GEOID18 height accuracy estimate available here.
 AI6122
 AI6122.Click photographs - Photos may exist for this station.
 AI6122
 AI6122.The dynamic height is computed by dividing the NAVD 88
 AI6122.geopotential number by the normal gravity value computed on the
 AI6122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6122.degrees latitude (g = 980.6199 gals.).
 AI6122
 AI6122.The modeled gravity was interpolated from observed gravity values.
 AI6122
 AI6122;                    North         East    Units  Estimated Accuracy
 AI6122;SPC WI S     -   163,094.      726,191.      MT  (+/- 10 meters HH2 GPS)
 AI6122
 AI6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8345212629(NAD 83)
 AI6122
 AI6122                          SUPERSEDED SURVEY CONTROL
 AI6122
 AI6122  NAVD 88 (04/20/07)  316.309  (m)         1037.76   (f) SUPERSEDED  2 1
 AI6122  NAVD 88 (10/20/00)  316.281  (m)         1037.67   (f) SUPERSEDED  2 1
 AI6122
 AI6122.Superseded values are not recommended for survey control.
 AI6122
 AI6122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6122.See file dsdata.pdf to determine how the superseded data were derived.
 AI6122
 AI6122_MARKER: DD = SURVEY DISK
 AI6122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6122_STAMPING: 2X26 1999
 AI6122_MARK LOGO: WIDT
 AI6122_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6122+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI6122
 AI6122  HISTORY     - Date     Condition        Report By
 AI6122  HISTORY     - 1999     MONUMENTED       WIDT
 AI6122  HISTORY     - 20030806 GOOD             USPSQD
 AI6122  HISTORY     - 20040707 GOOD             WIDT
 AI6122  HISTORY     - 20060910 GOOD             USPSQD
 AI6122
 AI6122                          STATION DESCRIPTION
 AI6122
 AI6122'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6122'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) WEST-NORTHWEST OF WEST
 AI6122'BEND AND 5.6 KM (3.45 MI) SOUTH-SOUTHEAST OF THERESA. OWNERSHIP--TOWN
 AI6122'OF THERESA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AI6122'67/28 (MAYVILLE STREET) AND 175 (MILWAUKEE STREET) , IN THE VILLAGE OF
 AI6122'THERESA, GO SOUTH ON STATE HIGHWAY 175 (MILWAUKEE STREET) FOR 1.37 KM
 AI6122'(0.85 MI) TO COUNTY HIGHWAY P ON THE RIGHT TURN RIGHT AND GO SOUTH ON
 AI6122'COUNTY HIGHWAY P FOR 4.10 KM (2.55 MI) TO ZION CHURCH RD, TURN LEFT
 AI6122'AND GO EAST ON ZION CHURCH ROAD FOR 0.8 KM (0.50 MI) TO FREEDOM ROAD,
 AI6122'TURN RIGHT AND GO SOUTH ON FREEDOM ROAD FOR 1.53 KM (0.95 MI) TO THE
 AI6122'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6122'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X26
 AI6122'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6122'5 CM (2-INCH) BELOW THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.
 AI6122'THE STATION IS 8.9 M (29.2 FT) WEST OF THE CENTERLINE OF FREEDOM ROAD,
 AI6122'64.5 M (211.6 FT) NORTH OF THE CENTERLINE OF HOCHHEIM ROAD, 36.6 M
 AI6122'(120.1 FT) NORTHWEST OF POWER POLE --95-08 274--, 29.7 M (97.4 FT)
 AI6122'SOUTHWEST OF THE CENTER OF A 19 CM (7.5-INCH) DIAMETER ELM TREE, 1.0 M
 AI6122'(3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 AI6122'HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE
 AI6122'THE HORIZON.
 AI6122
 AI6122                          STATION RECOVERY (2003)
 AI6122
 AI6122'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6122'RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS POST IS
 AI6122'LEANING BADLY.
 AI6122
 AI6122                          STATION RECOVERY (2004)
 AI6122
 AI6122'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6122'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6122'IS NOW IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 AI6122'WITNESS POSTS.  STATION IS OCCASIONALLY UNDER WATER.
 AI6122
 AI6122                          STATION RECOVERY (2006)
 AI6122
 AI6122'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6121 ***********************************************************************
 AI6121  DESIGNATION -  2X27
 AI6121  PID         -  AI6121
 AI6121  STATE/COUNTY-  WI/DODGE
 AI6121  COUNTRY     -  US
 AI6121  USGS QUAD   -  NENNO (2018)
 AI6121
 AI6121                         *CURRENT SURVEY CONTROL
 AI6121  ______________________________________________________________________
 AI6121* NAD 83(1986) POSITION- 43 28 18.5    (N) 088 27 01.3    (W)   HD_HELD2
 AI6121* NAVD 88 ORTHO HEIGHT -   313.535 (meters)     1028.66  (feet) ADJUSTED
 AI6121  ______________________________________________________________________
 AI6121  GEOID HEIGHT    -        -35.029 (meters)                     GEOID18
 AI6121  DYNAMIC HEIGHT  -        313.464 (meters)     1028.42  (feet) COMP
 AI6121  MODELED GRAVITY -    980,385.3   (mgal)                       NAVD 88
 AI6121
 AI6121  VERT ORDER      -  SECOND    CLASS I
 AI6121
 AI6121.The horizontal coordinates were established by autonomous hand held GPS
 AI6121.observations and have an estimated accuracy of +/- 10 meters.
 AI6121
 AI6121.The orthometric height was determined by differential leveling and
 AI6121.adjusted by the WI DEPT OF TRANSP
 AI6121.in May 2012.
 AI6121
 AI6121.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6121.GEOID18 height accuracy estimate available here.
 AI6121
 AI6121.Click photographs - Photos may exist for this station.
 AI6121
 AI6121.The dynamic height is computed by dividing the NAVD 88
 AI6121.geopotential number by the normal gravity value computed on the
 AI6121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6121.degrees latitude (g = 980.6199 gals.).
 AI6121
 AI6121.The modeled gravity was interpolated from observed gravity values.
 AI6121
 AI6121;                    North         East    Units  Estimated Accuracy
 AI6121;SPC WI S     -   164,669.      725,372.      MT  (+/- 10 meters HH2 GPS)
 AI6121
 AI6121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8269114231(NAD 83)
 AI6121
 AI6121                          SUPERSEDED SURVEY CONTROL
 AI6121
 AI6121  NAVD 88 (04/20/07)  313.508  (m)         1028.57   (f) SUPERSEDED  2 1
 AI6121  NAVD 88 (10/20/00)  313.482  (m)         1028.48   (f) SUPERSEDED  2 1
 AI6121
 AI6121.Superseded values are not recommended for survey control.
 AI6121
 AI6121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6121.See file dsdata.pdf to determine how the superseded data were derived.
 AI6121
 AI6121_MARKER: DD = SURVEY DISK
 AI6121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6121_STAMPING: 2X27 1999
 AI6121_MARK LOGO: WIDT
 AI6121_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6121+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI6121
 AI6121  HISTORY     - Date     Condition        Report By
 AI6121  HISTORY     - 1999     MONUMENTED       WIDT
 AI6121  HISTORY     - 20030806 GOOD             USPSQD
 AI6121  HISTORY     - 20040628 GOOD             WIDT
 AI6121  HISTORY     - 20060910 GOOD             USPSQD
 AI6121
 AI6121                          STATION DESCRIPTION
 AI6121
 AI6121'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6121'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) WEST-NORTHWEST OF WEST
 AI6121'BEND AND 4.8 KM (3.00 MI) SOUTH OF THERESA.  OWNERSHIP--DODGE COUNTY.
 AI6121'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67/28
 AI6121'(MAYVILLE STREET) AND 175 (MILWAUKEE STREET) IN THE VILLAGE OF
 AI6121'THERESA, GO SOUTH ON STATE HIGHWAY 175 (MILWAUKEE STREET) FOR 1.37 KM
 AI6121'(0.85 MI) TO COUNTY HIGHWAY P ON THE RIGHT TURN RIGHT AND GO SOUTH ON
 AI6121'COUNTY HIGHWAY P FOR 2.49 KM (1.55 MI) TO ALLEN ROAD CONTINUE SOUTH ON
 AI6121'COUNTY HIGHWAY P FOR 1.4 KM (0.85 MI) TO THE STATION ON THE RIGHT.
 AI6121'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6121'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X27 1999-- AND SET IN
 AI6121'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6121'GROUND AND ABOUT 2 M (6.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION
 AI6121'IS 14.1 M (46.3 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY P, 54.3 M
 AI6121'(178.1 FT) NORTH OF CENTERLINE OF ZION CHURCH ROAD, 44.1 M (144.7 FT)
 AI6121'NORTH OF 70 CM (28-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, 5.4 M
 AI6121'(17.7 FT) SOUTHEAST OF WOOD END POST FOR RIGHT-OF-WAY FENCE LINE, 1.0
 AI6121'M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---VISIBLE
 AI6121'OBSTRUCTION AT THIS STATION IS A TREE EAST OF THE STATION EXTENDING TO
 AI6121'20 DEGREES ABOVE THE HORIZON.
 AI6121
 AI6121                          STATION RECOVERY (2003)
 AI6121
 AI6121'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6121'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 18 FEET SOUTHEAST
 AI6121'OF A -ZION EV. LUTHERAN CHURCH- SOGN POST.  NOTE-- THERE IS NO WITNESS
 AI6121'POST PRESENT.
 AI6121
 AI6121                          STATION RECOVERY (2004)
 AI6121
 AI6121'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6121'RECOVERED AS DESCRIBED AND TWO POSTS ADDED.  THE STATION IS NOW IN THE
 AI6121'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6121
 AI6121                          STATION RECOVERY (2006)
 AI6121
 AI6121'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6120 ***********************************************************************
 AI6120  DESIGNATION -  2X28
 AI6120  PID         -  AI6120
 AI6120  STATE/COUNTY-  WI/DODGE
 AI6120  COUNTRY     -  US
 AI6120  USGS QUAD   -  NENNO (2018)
 AI6120
 AI6120                         *CURRENT SURVEY CONTROL
 AI6120  ______________________________________________________________________
 AI6120* NAD 83(1986) POSITION- 43 29 06.9    (N) 088 27 01.0    (W)   HD_HELD2
 AI6120* NAVD 88 ORTHO HEIGHT -   314.543 (meters)     1031.96  (feet) ADJUSTED
 AI6120  ______________________________________________________________________
 AI6120  GEOID HEIGHT    -        -35.059 (meters)                     GEOID18
 AI6120  DYNAMIC HEIGHT  -        314.473 (meters)     1031.73  (feet) COMP
 AI6120  MODELED GRAVITY -    980,386.3   (mgal)                       NAVD 88
 AI6120
 AI6120  VERT ORDER      -  SECOND    CLASS I
 AI6120
 AI6120.The horizontal coordinates were established by autonomous hand held GPS
 AI6120.observations and have an estimated accuracy of +/- 10 meters.
 AI6120
 AI6120.The orthometric height was determined by differential leveling and
 AI6120.adjusted by the WI DEPT OF TRANSP
 AI6120.in May 2012.
 AI6120
 AI6120.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6120.GEOID18 height accuracy estimate available here.
 AI6120
 AI6120.Click photographs - Photos may exist for this station.
 AI6120
 AI6120.The dynamic height is computed by dividing the NAVD 88
 AI6120.geopotential number by the normal gravity value computed on the
 AI6120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6120.degrees latitude (g = 980.6199 gals.).
 AI6120
 AI6120.The modeled gravity was interpolated from observed gravity values.
 AI6120
 AI6120;                    North         East    Units  Estimated Accuracy
 AI6120;SPC WI S     -   166,162.      725,351.      MT  (+/- 10 meters HH2 GPS)
 AI6120
 AI6120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8272415724(NAD 83)
 AI6120
 AI6120                          SUPERSEDED SURVEY CONTROL
 AI6120
 AI6120  NAVD 88 (04/20/07)  314.516  (m)         1031.87   (f) SUPERSEDED  2 1
 AI6120  NAVD 88 (10/20/00)  314.492  (m)         1031.80   (f) SUPERSEDED  2 1
 AI6120
 AI6120.Superseded values are not recommended for survey control.
 AI6120
 AI6120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6120.See file dsdata.pdf to determine how the superseded data were derived.
 AI6120
 AI6120_MARKER: DD = SURVEY DISK
 AI6120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6120_STAMPING: 2X28 1999
 AI6120_MARK LOGO: WIDT
 AI6120_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6120+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI6120
 AI6120  HISTORY     - Date     Condition        Report By
 AI6120  HISTORY     - 1999     MONUMENTED       WIDT
 AI6120  HISTORY     - 20030806 GOOD             USPSQD
 AI6120  HISTORY     - 20040628 GOOD             WIDT
 AI6120  HISTORY     - 20060910 GOOD             USPSQD
 AI6120
 AI6120                          STATION DESCRIPTION
 AI6120
 AI6120'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6120'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) WEST-NORTHWEST OF WEST
 AI6120'BEND AND 4.0 KM (2.50 MI) SOUTH OF THERESA.  OWNERSHIP--DODGE COUNTY.
 AI6120'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67/28
 AI6120'(MAYVILLE STREET) AND 175 (MILWAUKEE STREET) , IN THE VILLAGE OF
 AI6120'THERESA, GO SOUTH ON STATE HIGHWAY 175 (MILWAUKEE STREET) FOR 1.37 KM
 AI6120'(0.85 MI) TO COUNTY HIGHWAY P ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 AI6120'COUNTY HIGHWAY P FOR 2.49 KM (1.55 MI) TO ALLEN ROAD, CONTINUE SOUTH
 AI6120'ON COUNTY HIGHWAY P FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 AI6120'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6120'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X28 1999-- AND SET IN
 AI6120'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6120'GROUND AND ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 AI6120'STATION IS 17.7 M (58.1 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 AI6120'P, 61.4 M (201.4 FT) SOUTH OF THE CENTERLINE OF ALLEN ROAD, 8.3 M
 AI6120'(27.2 FT) NORTHWEST OF 60 CM (24-INCH) DIAMETER CORRUGATED METAL
 AI6120'CULVERT PIPE, 1.2 M (3.9 FT) NORTHEAST OF WOOD END POST OF THE
 AI6120'RIGHT-OF-WAY FENCE, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 AI6120'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO
 AI6120'MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6120
 AI6120                          STATION RECOVERY (2003)
 AI6120
 AI6120'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6120'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 18 FEET NORTH OF
 AI6120'THE CENTERLINE OF A FIELD ENTRANCE.
 AI6120
 AI6120                          STATION RECOVERY (2004)
 AI6120
 AI6120'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6120'RECOVERED AS DESCRIBED AND TWO POSTS ADDED.  THE STATION IS NOW IN THE
 AI6120'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6120
 AI6120                          STATION RECOVERY (2006)
 AI6120
 AI6120'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6119 ***********************************************************************
 AI6119  DESIGNATION -  2X29
 AI6119  PID         -  AI6119
 AI6119  STATE/COUNTY-  WI/DODGE
 AI6119  COUNTRY     -  US
 AI6119  USGS QUAD   -  LOMIRA (2018)
 AI6119
 AI6119                         *CURRENT SURVEY CONTROL
 AI6119  ______________________________________________________________________
 AI6119* NAD 83(1986) POSITION- 43 30 02.9    (N) 088 27 00.4    (W)   HD_HELD2
 AI6119* NAVD 88 ORTHO HEIGHT -   297.922 (meters)      977.43  (feet) ADJUSTED
 AI6119  ______________________________________________________________________
 AI6119  GEOID HEIGHT    -        -35.094 (meters)                     GEOID18
 AI6119  DYNAMIC HEIGHT  -        297.855 (meters)      977.21  (feet) COMP
 AI6119  MODELED GRAVITY -    980,387.3   (mgal)                       NAVD 88
 AI6119
 AI6119  VERT ORDER      -  SECOND    CLASS I
 AI6119
 AI6119.The horizontal coordinates were established by autonomous hand held GPS
 AI6119.observations and have an estimated accuracy of +/- 10 meters.
 AI6119
 AI6119.The orthometric height was determined by differential leveling and
 AI6119.adjusted by the WI DEPT OF TRANSP
 AI6119.in May 2012.
 AI6119
 AI6119.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6119.GEOID18 height accuracy estimate available here.
 AI6119
 AI6119.Click photographs - Photos may exist for this station.
 AI6119
 AI6119.The dynamic height is computed by dividing the NAVD 88
 AI6119.geopotential number by the normal gravity value computed on the
 AI6119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6119.degrees latitude (g = 980.6199 gals.).
 AI6119
 AI6119.The modeled gravity was interpolated from observed gravity values.
 AI6119
 AI6119;                    North         East    Units  Estimated Accuracy
 AI6119;SPC WI S     -   167,890.      725,333.      MT  (+/- 10 meters HH2 GPS)
 AI6119
 AI6119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8276717452(NAD 83)
 AI6119
 AI6119                          SUPERSEDED SURVEY CONTROL
 AI6119
 AI6119  NAVD 88 (04/20/07)  297.895  (m)          977.34   (f) SUPERSEDED  2 1
 AI6119  NAVD 88 (10/20/00)  297.872  (m)          977.27   (f) SUPERSEDED  2 1
 AI6119
 AI6119.Superseded values are not recommended for survey control.
 AI6119
 AI6119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6119.See file dsdata.pdf to determine how the superseded data were derived.
 AI6119
 AI6119_MARKER: DD = SURVEY DISK
 AI6119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6119_STAMPING: 2X29 1999
 AI6119_MARK LOGO: WIDT
 AI6119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6119+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI6119
 AI6119  HISTORY     - Date     Condition        Report By
 AI6119  HISTORY     - 1999     MONUMENTED       WIDT
 AI6119  HISTORY     - 20030806 GOOD             USPSQD
 AI6119  HISTORY     - 20040628 GOOD             WIDT
 AI6119  HISTORY     - 20060910 GOOD             USPSQD
 AI6119
 AI6119                          STATION DESCRIPTION
 AI6119
 AI6119'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6119'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) NORTHWEST OF WEST BEND
 AI6119'AND 1.6 KM (1.00 MI) SOUTH OF THERESA.  OWNERSHIP--DODGE COUNTY.  TO
 AI6119'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67/28 (MAYVILLE
 AI6119'STREET) AND 175 (MILWAUKEE STREET) , IN THE VILLAGE OF THERESA, GO
 AI6119'SOUTH ON STATE HIGHWAY 175 (MILWAUKEE STREET) FOR 1.37 KM (0.85 MI) TO
 AI6119'COUNTY HIGHWAY P ON THE RIGHT TURN RIGHT AND GO SOUTH ON COUNTY
 AI6119'HIGHWAY P FOR 0.8 KM (0.50 MI) TO THE STATION ON THE LEFT.  THE
 AI6119'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6119'SURVEY CONTROL STATION DISK STAMPED --2X29 1999-- AND SET IN THE TOP
 AI6119'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6119'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 16.8 M (55.1
 AI6119'FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY P, 56.0 M (183.7 FT)
 AI6119'NORTH OF THE CENTERLINE OF MERIDIAN ROAD, 12.9 M (42.3 FT) SOUTHEAST
 AI6119'OF 57 CM (22-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, 1.7 M (5.6
 AI6119'FT) WEST OF RIGHT-OF-WAY FENCE LINE RUNNING NORTHWEST/SOUTHEAST, 1.0 M
 AI6119'(3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 AI6119'HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE
 AI6119'THE HORIZON.
 AI6119
 AI6119                          STATION RECOVERY (2003)
 AI6119
 AI6119'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6119'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 45 FEET SOUTH OF
 AI6119'THE CENTERLINE OF A FIELD ENTRANCE, 15.5 FEET SOUTH OF A WOODEN FENCE
 AI6119'POST, AND 5.3 FEET SOUTHWEST OF A METAL FENCE.
 AI6119
 AI6119                          STATION RECOVERY (2004)
 AI6119
 AI6119'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6119'RECOVERED AS DESCRIBED AND TWO POSTS ADDED.  THE STATION IS NOW IN THE
 AI6119'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6119
 AI6119                          STATION RECOVERY (2006)
 AI6119
 AI6119'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6118 ***********************************************************************
 AI6118  DESIGNATION -  2X30
 AI6118  PID         -  AI6118
 AI6118  STATE/COUNTY-  WI/DODGE
 AI6118  COUNTRY     -  US
 AI6118  USGS QUAD   -  LOMIRA (2018)
 AI6118
 AI6118                         *CURRENT SURVEY CONTROL
 AI6118  ______________________________________________________________________
 AI6118* NAD 83(1986) POSITION- 43 31 08.6    (N) 088 27 04.3    (W)   HD_HELD2
 AI6118* NAVD 88 ORTHO HEIGHT -   287.284 (meters)      942.53  (feet) ADJUSTED
 AI6118  ______________________________________________________________________
 AI6118  GEOID HEIGHT    -        -35.135 (meters)                     GEOID18
 AI6118  DYNAMIC HEIGHT  -        287.220 (meters)      942.32  (feet) COMP
 AI6118  MODELED GRAVITY -    980,388.6   (mgal)                       NAVD 88
 AI6118
 AI6118  VERT ORDER      -  SECOND    CLASS I
 AI6118
 AI6118.The horizontal coordinates were established by autonomous hand held GPS
 AI6118.observations and have an estimated accuracy of +/- 10 meters.
 AI6118
 AI6118.The orthometric height was determined by differential leveling and
 AI6118.adjusted by the WI DEPT OF TRANSP
 AI6118.in May 2012.
 AI6118
 AI6118.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6118.GEOID18 height accuracy estimate available here.
 AI6118
 AI6118.Click photographs - Photos may exist for this station.
 AI6118
 AI6118.The dynamic height is computed by dividing the NAVD 88
 AI6118.geopotential number by the normal gravity value computed on the
 AI6118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6118.degrees latitude (g = 980.6199 gals.).
 AI6118
 AI6118.The modeled gravity was interpolated from observed gravity values.
 AI6118
 AI6118;                    North         East    Units  Estimated Accuracy
 AI6118;SPC WI S     -   169,916.      725,207.      MT  (+/- 10 meters HH2 GPS)
 AI6118
 AI6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8271519480(NAD 83)
 AI6118
 AI6118                          SUPERSEDED SURVEY CONTROL
 AI6118
 AI6118  NAVD 88 (04/20/07)  287.257  (m)          942.44   (f) SUPERSEDED  2 1
 AI6118  NAVD 88 (10/20/00)  287.235  (m)          942.37   (f) SUPERSEDED  2 1
 AI6118
 AI6118.Superseded values are not recommended for survey control.
 AI6118
 AI6118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6118.See file dsdata.pdf to determine how the superseded data were derived.
 AI6118
 AI6118_MARKER: DD = SURVEY DISK
 AI6118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6118_STAMPING: 2X30 1999
 AI6118_MARK LOGO: WIDT
 AI6118_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6118+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI6118
 AI6118  HISTORY     - Date     Condition        Report By
 AI6118  HISTORY     - 1999     MONUMENTED       WIDT
 AI6118  HISTORY     - 20030806 GOOD             USPSQD
 AI6118  HISTORY     - 20040602 GOOD             WIDT
 AI6118  HISTORY     - 20060910 GOOD             USPSQD
 AI6118
 AI6118                          STATION DESCRIPTION
 AI6118
 AI6118'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6118'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) NORTHEAST OF WEST BEND
 AI6118'IN THERESA.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 AI6118'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 67
 AI6118'(MAYVILLE STREET) WITH STATE HIGHWAY 175 (MILWAUKEE STREET) IN THE
 AI6118'VILLAGE OF THERESA GO SOUTH ON STATE HIGHWAY 175 (MILWAUKEE STREET)
 AI6118'FOR 42 M (137.8 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI6118'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6118'STATION DISK STAMPED --2X30 1999-- SET FLUSH IN THE TOP OF A BRIDGE
 AI6118'PARAPET AND ABOUT 1.0 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 AI6118'STATION IS 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 175
 AI6118'(MILWAUKEE STREET) , 49.4 M (162.1 FT) SOUTH OF THE CENTERLINE OF
 AI6118'STATE HIGHWAYS 28 AND 67, 1.1 M (3.6 FT) SOUTH-SOUTHEAST OF UTILITY
 AI6118'POLE --71-5472 40-5--, AND 0.5 M (1.6 FT) SOUTH OF NORTHWEST CORNER OF
 AI6118'BRIDGE PARAPET.
 AI6118
 AI6118                          STATION RECOVERY (2003)
 AI6118
 AI6118'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6118'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.5 FEET SOUTH OF
 AI6118'THE NORTHERN END OF THE WESTERN PARAPET.
 AI6118
 AI6118                          STATION RECOVERY (2004)
 AI6118
 AI6118'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6118'RECOVERED AS DESCRIBED.
 AI6118
 AI6118                          STATION RECOVERY (2006)
 AI6118
 AI6118'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9555 ***********************************************************************
 DF9555  DESIGNATION -  2X31
 DF9555  PID         -  DF9555
 DF9555  STATE/COUNTY-  WI/WAUKESHA
 DF9555  COUNTRY     -  US
 DF9555  USGS QUAD   -  SUSSEX (2018)
 DF9555
 DF9555                         *CURRENT SURVEY CONTROL
 DF9555  ______________________________________________________________________
 DF9555* NAD 83(1986) POSITION- 43 07 43.93   (N) 088 12 33.10   (W)   HD_HELD1
 DF9555* NAVD 88 ORTHO HEIGHT -   274.650 (meters)      901.08  (feet) ADJUSTED
 DF9555  ______________________________________________________________________
 DF9555  GEOID HEIGHT    -        -34.801 (meters)                     GEOID18
 DF9555  DYNAMIC HEIGHT  -        274.579 (meters)      900.85  (feet) COMP
 DF9555  MODELED GRAVITY -    980,356.5   (mgal)                       NAVD 88
 DF9555
 DF9555  VERT ORDER      -  SECOND    CLASS I
 DF9555
 DF9555.The horizontal coordinates were determined by differentially corrected
 DF9555.hand held GPS observations or other comparable positioning techniques
 DF9555.and have an estimated accuracy of +/- 3 meters.
 DF9555
 DF9555.The orthometric height was determined by differential leveling and
 DF9555.adjusted by the WI DEPT OF TRANSP
 DF9555.in May 2012.
 DF9555
 DF9555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9555.GEOID18 height accuracy estimate available here.
 DF9555
 DF9555.Click photographs - Photos may exist for this station.
 DF9555
 DF9555.The dynamic height is computed by dividing the NAVD 88
 DF9555.geopotential number by the normal gravity value computed on the
 DF9555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9555.degrees latitude (g = 980.6199 gals.).
 DF9555
 DF9555.The modeled gravity was interpolated from observed gravity values.
 DF9555
 DF9555;                    North         East    Units  Estimated Accuracy
 DF9555;SPC WI S     -   126,971.0     745,699.1     MT  (+/- 3 meters HH1 GPS) 
 DF9555
 DF9555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0164675835(NAD 83)
 DF9555
 DF9555                          SUPERSEDED SURVEY CONTROL
 DF9555
 DF9555  NAVD 88 (04/20/07)  274.624  (m)          901.00   (f) SUPERSEDED  2 1
 DF9555  NAVD 88 (02/25/04)  274.614  (m)          900.96   (f) SUPERSEDED  2 1
 DF9555
 DF9555.Superseded values are not recommended for survey control.
 DF9555
 DF9555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9555.See file dsdata.pdf to determine how the superseded data were derived.
 DF9555
 DF9555_MARKER: DD = SURVEY DISK
 DF9555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9555_STAMPING: 2X31 2002
 DF9555_MARK LOGO: WIDT
 DF9555_PROJECTION: FLUSH
 DF9555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9555+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9555
 DF9555  HISTORY     - Date     Condition        Report By
 DF9555  HISTORY     - 2001     MONUMENTED       WIDT
 DF9555  HISTORY     - 20060821 GOOD             WIDT
 DF9555
 DF9555                          STATION DESCRIPTION
 DF9555
 DF9555'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9555'THE STATION IS LOCATED ABOUT 26 KM NORTHWEST OF MILWAUKEE, 13 KM
 DF9555'NORTH OF WAUKESHA, AND 1 KM SOUTHEAST OF SUSSEX.
 DF9555'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9555'STATION FROM THE JUNCTION OF STATE HIGHWAY 164 WITH STATE HIGHWAY 190
 DF9555'ABOUT 7 KM NORTH OF WAUKESHA, GO NORTH ON STATE HIGHWAY 164 FOR 5.2
 DF9555'KM TO COUNTY HIGHWAY VV (SILVER SPRING DRIVE) AND THE STATION ON THE
 DF9555'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9555'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9555'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M, SET ON
 DF9555'BEDROCK AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS
 DF9555'13.6 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY VV (SILVER SPRING
 DF9555'DRIVE), 26.3 M EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 DF9555'STATE HIGHWAY 164 (WAUKESHA AVENUE), 12.6 M EAST OF THE NORTHWESTERN
 DF9555'MOST METAL POST FOR A --PHILLIPS 66-- GAS STATION SIGN, AND 11.7 M
 DF9555'WEST OF A TELEPHONE PEDESTAL.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF9555'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DF9555'EXCEPT A POWER POLE TO THE EAST EXTENDING TO 45 DEGREES AND A SIGN
 DF9555'AND POWER POLE TO THE WEST-SOUTHWEST EXTENDING TO 38 DEGREES ABOVE
 DF9555'THE HORIZON.
 DF9555
 DF9555                          STATION RECOVERY (2006)
 DF9555
 DF9555'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9555'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 26.3 M EAST OF THE
 DF9555'CENTERLINE OF THE NORTHBOUND LANES OF STATE HIGHWAY 74 (NOT STATE
 DF9555'HIGHWAY 164), 5.5 M WEST-SOUTHWEST OF AN ANCHOR FOR A GUY WIRE FOR
 DF9555'POWER POLE --93-03953--, AND 3.9 M EAST OF A --NO PARKING BETWEEN
 DF9555'SIGNS-- METAL SIGN POST.
 DF9555'---NOTE1--- THE MONUMENT IS RECESSED 8 CM BELOW GROUND LEVEL.
 DF9555'---NOTE2--- STATE HIGHWAY 164 IN THE 2001 DESCRIPTION IS NOW STATE
 DF9555'HIGHWAY 74.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9557 ***********************************************************************
 DF9557  DESIGNATION -  2X33
 DF9557  PID         -  DF9557
 DF9557  STATE/COUNTY-  WI/WAUKESHA
 DF9557  COUNTRY     -  US
 DF9557  USGS QUAD   -  SUSSEX (2018)
 DF9557
 DF9557                         *CURRENT SURVEY CONTROL
 DF9557  ______________________________________________________________________
 DF9557* NAD 83(1986) POSITION- 43 09 36.19   (N) 088 12 48.35   (W)   HD_HELD1
 DF9557* NAVD 88 ORTHO HEIGHT -   292.183 (meters)      958.60  (feet) ADJUSTED
 DF9557  ______________________________________________________________________
 DF9557  GEOID HEIGHT    -        -34.794 (meters)                     GEOID18
 DF9557  DYNAMIC HEIGHT  -        292.109 (meters)      958.36  (feet) COMP
 DF9557  MODELED GRAVITY -    980,359.1   (mgal)                       NAVD 88
 DF9557
 DF9557  VERT ORDER      -  SECOND    CLASS I
 DF9557
 DF9557.The horizontal coordinates were determined by differentially corrected
 DF9557.hand held GPS observations or other comparable positioning techniques
 DF9557.and have an estimated accuracy of +/- 3 meters.
 DF9557
 DF9557.The orthometric height was determined by differential leveling and
 DF9557.adjusted by the WI DEPT OF TRANSP
 DF9557.in May 2012.
 DF9557
 DF9557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9557.GEOID18 height accuracy estimate available here.
 DF9557
 DF9557.Click photographs - Photos may exist for this station.
 DF9557
 DF9557.The dynamic height is computed by dividing the NAVD 88
 DF9557.geopotential number by the normal gravity value computed on the
 DF9557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9557.degrees latitude (g = 980.6199 gals.).
 DF9557
 DF9557.The modeled gravity was interpolated from observed gravity values.
 DF9557
 DF9557;                    North         East    Units  Estimated Accuracy
 DF9557;SPC WI S     -   130,426.9     745,280.3     MT  (+/- 3 meters HH1 GPS) 
 DF9557
 DF9557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0135179303(NAD 83)
 DF9557
 DF9557                          SUPERSEDED SURVEY CONTROL
 DF9557
 DF9557  NAVD 88 (04/20/07)  292.157  (m)          958.52   (f) SUPERSEDED  2 1
 DF9557  NAVD 88 (02/25/04)  292.140  (m)          958.46   (f) SUPERSEDED  2 1
 DF9557
 DF9557.Superseded values are not recommended for survey control.
 DF9557
 DF9557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9557.See file dsdata.pdf to determine how the superseded data were derived.
 DF9557
 DF9557_MARKER: DD = SURVEY DISK
 DF9557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9557_STAMPING: 2X33 2002
 DF9557_MARK LOGO: WIDT
 DF9557_PROJECTION: FLUSH
 DF9557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9557+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9557
 DF9557  HISTORY     - Date     Condition        Report By
 DF9557  HISTORY     - 2001     MONUMENTED       WIDT
 DF9557  HISTORY     - 20060821 GOOD             WIDT
 DF9557
 DF9557                          STATION DESCRIPTION
 DF9557
 DF9557'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9557'THE STATION IS LOCATED ABOUT 28 KM NORTHWEST OF MILWAUKEE, 22 KM
 DF9557'SOUTHEAST OF HARTFORD, AND 3 KM NORTH OF SUSSEX.  OWNERSHIP--TOWN OF
 DF9557'LISBON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 164
 DF9557'WITH STATE HIGHWAY 167 ABOUT 12 KM SOUTHEAST OF THE CITY OF HARTFORD,
 DF9557'GO SOUTH ON STATE HIGHWAY 164 FOR 3.4 KM TO PLAINVIEW ROAD, TURN LEFT
 DF9557'AND GO EAST ON PLAINVIEW ROAD FOR 4.0 KM TO WOODSIDE ROAD, TURN RIGHT
 DF9557'AND GO SOUTH ON WOODSIDE ROAD FOR 0.2 KM TO THE STATION ON THE RIGHT.
 DF9557'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9557'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9557'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.0 M, SET ON BEDROCK AND
 DF9557'ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 7.7 M WEST OF THE
 DF9557'CENTERLINE OF WOODSIDE ROAD, 68.7 M SOUTH-SOUTHWEST OF A METAL POST
 DF9557'FOR A --STOP AHEAD-- SIGN, 35.0 M NORTH-NORTHWEST OF TELEPHONE
 DF9557'PEDESTAL --7860--, 34.8 M NORTH-NORTHWEST OF A FIBER OPTIC WARNING
 DF9557'POST, AND 6 M EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DF9557'1.0 M EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION
 DF9557'IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE SOUTH,
 DF9557'SOUTHWEST, AND WEST EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
 DF9557
 DF9557                          STATION RECOVERY (2006)
 DF9557
 DF9557'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9557'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.19 MILE SOUTH OF
 DF9557'PLAINVIEW ROAD, 3.2 M NORTH OF THE EXTENDED CENTERLINE OF THE
 DF9557'WESTBOUND LANE OF COLDWATER DRIVE, AND 1.0 M EAST, 1.0 M NORTHWEST,
 DF9557'AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7485 ***********************************************************************
 DE7485  DESIGNATION -  2X35
 DE7485  PID         -  DE7485
 DE7485  STATE/COUNTY-  WI/WASHINGTON
 DE7485  COUNTRY     -  US
 DE7485  USGS QUAD   -  SUSSEX (2018)
 DE7485
 DE7485                         *CURRENT SURVEY CONTROL
 DE7485  ______________________________________________________________________
 DE7485* NAD 83(1986) POSITION- 43 12 24.6    (N) 088 13 54.8    (W)   HD_HELD2
 DE7485* NAVD 88 ORTHO HEIGHT -   314.306 (meters)     1031.19  (feet) ADJUSTED
 DE7485  ______________________________________________________________________
 DE7485  GEOID HEIGHT    -        -34.784 (meters)                     GEOID18
 DE7485  DYNAMIC HEIGHT  -        314.227 (meters)     1030.93  (feet) COMP
 DE7485  MODELED GRAVITY -    980,361.5   (mgal)                       NAVD 88
 DE7485
 DE7485  VERT ORDER      -  SECOND    CLASS I
 DE7485
 DE7485.The horizontal coordinates were established by autonomous hand held GPS
 DE7485.observations and have an estimated accuracy of +/- 10 meters.
 DE7485
 DE7485.The orthometric height was determined by differential leveling and
 DE7485.adjusted by the WI DEPT OF TRANSP
 DE7485.in May 2012.
 DE7485
 DE7485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7485.GEOID18 height accuracy estimate available here.
 DE7485
 DE7485.Click photographs - Photos may exist for this station.
 DE7485
 DE7485.The dynamic height is computed by dividing the NAVD 88
 DE7485.geopotential number by the normal gravity value computed on the
 DE7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7485.degrees latitude (g = 980.6199 gals.).
 DE7485
 DE7485.The modeled gravity was interpolated from observed gravity values.
 DE7485
 DE7485;                    North         East    Units  Estimated Accuracy
 DE7485;SPC WI S     -   135,591.      743,669.      MT  (+/- 10 meters HH2 GPS)
 DE7485
 DE7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9992784520(NAD 83)
 DE7485
 DE7485                          SUPERSEDED SURVEY CONTROL
 DE7485
 DE7485  NAVD 88 (04/20/07)  314.280  (m)         1031.10   (f) SUPERSEDED  2 1
 DE7485  NAVD 88 (05/16/03)  314.252  (m)         1031.01   (f) SUPERSEDED  2 1
 DE7485
 DE7485.Superseded values are not recommended for survey control.
 DE7485
 DE7485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7485.See file dsdata.pdf to determine how the superseded data were derived.
 DE7485
 DE7485_MARKER: DD = SURVEY DISK
 DE7485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7485_STAMPING: 2X35 2001
 DE7485_MARK LOGO: WIDT
 DE7485_PROJECTION: FLUSH
 DE7485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7485+STABILITY: SURFACE MOTION
 DE7485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7485+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2019
 DE7485
 DE7485  HISTORY     - Date     Condition        Report By
 DE7485  HISTORY     - 2000     MONUMENTED       WIDT
 DE7485  HISTORY     - 20031109 GOOD             USPSQD
 DE7485  HISTORY     - 20060612 GOOD             WIDT
 DE7485  HISTORY     - 20190917 GOOD             WIDT
 DE7485
 DE7485                          STATION DESCRIPTION
 DE7485
 DE7485'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7485'THE STATION IS LOCATED ABOUT 10 KM NORTHWEST OF MENOMONEE FALLS AND 8
 DE7485'KM NORTH OF SUSSEX.  OWNERSHIP--TOWN OF RICHFIELD.  TO REACH THE
 DE7485'STATION FROM THE JUNCTION OF US HIGHWAY 41 AND US HIGHWAY 45 WITH
 DE7485'STATE HIGHWAY 167 ABOUT 8 KM NORTHWEST OF THE VILLAGE OF MENOMONEE
 DE7485'FALLS, GO WEST ON STATE HIGHWAY 167 FOR 4.5 KM TO HILLSIDE ROAD, TURN
 DE7485'LEFT AND GO SOUTH ON HILLSIDE ROAD FOR 4.7 KM TO WOODED RIDGE TRAIL
 DE7485'ON THE LEFT, CONTINUE SOUTH ON HILLSIDE ROAD FOR 0.2 KM TO MONCHES
 DE7485'ROAD, TURN LEFT AND GO EAST ON MONCHES ROAD FOR 0.8 KM TO SCENIC ROAD
 DE7485'ON THE RIGHT, TURN RIGHT AND GO SOUTH ON SCENIC ROAD FOR 0.1 KM TO
 DE7485'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7485'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7485'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7485'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.1 M WEST OF
 DE7485'THE CENTERLINE OF SCENIC ROAD, 38.4 M SOUTH OF A METAL POST FOR A
 DE7485'--SPEED LIMIT 45-- SIGN, 35.4 M NORTHWEST OF POWER POLE --68-22874
 DE7485'25-2--, 29.8 M SOUTHWEST OF A POWER POLE --68-22873 50-3--, 2 M EAST
 DE7485'OF A CULTIVATED FIELD, AND 0.6 M EAST OF A WHITE PLASTIC WITNESS
 DE7485'POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7485'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7485
 DE7485                          STATION RECOVERY (2003)
 DE7485
 DE7485'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7485'RECOVERED IN GOOD CONDITION.
 DE7485
 DE7485                          STATION RECOVERY (2006)
 DE7485
 DE7485'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7485'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DE7485'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7485
 DE7485                          STATION RECOVERY (2019)
 DE7485
 DE7485'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7484 ***********************************************************************
 DE7484  DESIGNATION -  2X36
 DE7484  PID         -  DE7484
 DE7484  STATE/COUNTY-  WI/WASHINGTON
 DE7484  COUNTRY     -  US
 DE7484  USGS QUAD   -  SUSSEX (2018)
 DE7484
 DE7484                         *CURRENT SURVEY CONTROL
 DE7484  ______________________________________________________________________
 DE7484* NAD 83(1986) POSITION- 43 12 39.4    (N) 088 14 30.1    (W)   HD_HELD2
 DE7484* NAVD 88 ORTHO HEIGHT -   309.622 (meters)     1015.82  (feet) ADJUSTED
 DE7484  ______________________________________________________________________
 DE7484  GEOID HEIGHT    -        -34.778 (meters)                     GEOID18
 DE7484  DYNAMIC HEIGHT  -        309.545 (meters)     1015.57  (feet) COMP
 DE7484  MODELED GRAVITY -    980,361.4   (mgal)                       NAVD 88
 DE7484
 DE7484  VERT ORDER      -  SECOND    CLASS I
 DE7484
 DE7484.The horizontal coordinates were established by autonomous hand held GPS
 DE7484.observations and have an estimated accuracy of +/- 10 meters.
 DE7484
 DE7484.The orthometric height was determined by differential leveling and
 DE7484.adjusted by the WI DEPT OF TRANSP
 DE7484.in May 2012.
 DE7484
 DE7484.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7484.GEOID18 height accuracy estimate available here.
 DE7484
 DE7484.Click photographs - Photos may exist for this station.
 DE7484
 DE7484.The dynamic height is computed by dividing the NAVD 88
 DE7484.geopotential number by the normal gravity value computed on the
 DE7484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7484.degrees latitude (g = 980.6199 gals.).
 DE7484
 DE7484.The modeled gravity was interpolated from observed gravity values.
 DE7484
 DE7484;                    North         East    Units  Estimated Accuracy
 DE7484;SPC WI S     -   136,030.      742,863.      MT  (+/- 10 meters HH2 GPS)
 DE7484
 DE7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9913784988(NAD 83)
 DE7484
 DE7484                          SUPERSEDED SURVEY CONTROL
 DE7484
 DE7484  NAVD 88 (04/20/07)  309.596  (m)         1015.73   (f) SUPERSEDED  2 1
 DE7484  NAVD 88 (05/16/03)  309.567  (m)         1015.64   (f) SUPERSEDED  2 1
 DE7484
 DE7484.Superseded values are not recommended for survey control.
 DE7484
 DE7484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7484.See file dsdata.pdf to determine how the superseded data were derived.
 DE7484
 DE7484_MARKER: DD = SURVEY DISK
 DE7484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7484_STAMPING: 2X36 2001
 DE7484_MARK LOGO: WIDT
 DE7484_PROJECTION: FLUSH
 DE7484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7484+STABILITY: SURFACE MOTION
 DE7484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7484+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2019
 DE7484
 DE7484  HISTORY     - Date     Condition        Report By
 DE7484  HISTORY     - 2000     MONUMENTED       WIDT
 DE7484  HISTORY     - 20031109 GOOD             USPSQD
 DE7484  HISTORY     - 20060612 GOOD             WIDT
 DE7484  HISTORY     - 20190917 GOOD             WIDT
 DE7484
 DE7484                          STATION DESCRIPTION
 DE7484
 DE7484'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7484'THE STATION IS LOCATED ABOUT 15 KM SOUTHEAST OF HARTFORD AND 11 KM
 DE7484'NORTHWEST OF SUSSEX.  OWNERSHIP--TOWN OF RICHFIELD.  TO REACH THE
 DE7484'STATION FROM THE JUNCTION OF US HIGHWAY 41 AND US HIGHWAY 45 WITH
 DE7484'STATE HIGHWAY 167 ABOUT 8 KM NORTHWEST OF THE VILLAGE OF MENOMONEE
 DE7484'FALLS, GO WEST ON STATE HIGHWAY 167 FOR 2.9 KM TO SCENIC ROAD,
 DE7484'CONTINUE WEST ON STATE HIGHWAY 167 FOR 1.6 KM TO HILLSIDE ROAD, TURN
 DE7484'LEFT AND GO SOUTH ON HILLSIDE ROAD FOR 3.2 KM TO ELMWOOD ROAD,
 DE7484'CONTINUE SOUTH ON HILLSIDE ROAD FOR 1.3 KM TO THE STATION ON THE
 DE7484'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7484'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7484'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7484'THE ROAD PAVEMENT.  THE STATION IS 7.0 M EAST OF THE CENTERLINE OF
 DE7484'HILLSIDE ROAD, 95.2 M NORTH OF THE CENTERLINE OF WOODED RIDGE TRAIL,
 DE7484'21.3 M NORTHWEST OF A METAL PIPE,  AND 17.9 M EAST OF POWER POLE
 DE7484'--70-4366 55-2--. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7484'EXTENDING HIGHER THAN 15 DEGREES EXCEPT FOR A POWER POLE AND POWER
 DE7484'LINES TO THE WEST EXTENDING TO 30 DEGREES.
 DE7484
 DE7484                          STATION RECOVERY (2003)
 DE7484
 DE7484'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7484'RECOVERED IN GOOD CONDITION.
 DE7484
 DE7484                          STATION RECOVERY (2006)
 DE7484
 DE7484'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7484'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.15 MILE SOUTH OF
 DE7484'MEADOW VIEW COURT AND 1.0 M NORTH AND 1.0 M SOUTH OF TWO WHITE PLASTIC
 DE7484'WITNESS POSTS.  NOTE-- THE MONUMENT IS RECESSED 7 CM BELOW GROUND
 DE7484'LEVEL.
 DE7484
 DE7484                          STATION RECOVERY (2019)
 DE7484
 DE7484'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7483 ***********************************************************************
 DE7483  DESIGNATION -  2X37
 DE7483  PID         -  DE7483
 DE7483  STATE/COUNTY-  WI/WASHINGTON
 DE7483  COUNTRY     -  US
 DE7483  USGS QUAD   -  SUSSEX (2018)
 DE7483
 DE7483                         *CURRENT SURVEY CONTROL
 DE7483  ______________________________________________________________________
 DE7483* NAD 83(1986) POSITION- 43 13 20.13   (N) 088 14 29.74   (W)   HD_HELD1
 DE7483* NAVD 88 ORTHO HEIGHT -   339.450 (meters)     1113.68  (feet) ADJUSTED
 DE7483  ______________________________________________________________________
 DE7483  GEOID HEIGHT    -        -34.781 (meters)                     GEOID18
 DE7483  DYNAMIC HEIGHT  -        339.366 (meters)     1113.40  (feet) COMP
 DE7483  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 DE7483
 DE7483  VERT ORDER      -  SECOND    CLASS I
 DE7483
 DE7483.The horizontal coordinates were determined by differentially corrected
 DE7483.hand held GPS observations or other comparable positioning techniques
 DE7483.and have an estimated accuracy of +/- 3 meters.
 DE7483
 DE7483.The orthometric height was determined by differential leveling and
 DE7483.adjusted by the NATIONAL GEODETIC SURVEY
 DE7483.in July 2020.
 DE7483
 DE7483.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7483.GEOID18 height accuracy estimate available here.
 DE7483
 DE7483.Click photographs - Photos may exist for this station.
 DE7483
 DE7483.The dynamic height is computed by dividing the NAVD 88
 DE7483.geopotential number by the normal gravity value computed on the
 DE7483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7483.degrees latitude (g = 980.6199 gals.).
 DE7483
 DE7483.The modeled gravity was interpolated from observed gravity values.
 DE7483
 DE7483;                    North         East    Units  Estimated Accuracy
 DE7483;SPC WI S     -   137,287.1     742,844.7     MT  (+/- 3 meters HH1 GPS) 
 DE7483
 DE7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9916486244(NAD 83)
 DE7483
 DE7483                          SUPERSEDED SURVEY CONTROL
 DE7483
 DE7483  NAVD 88 (05/08/12)  339.457  (m)         1113.70   (f) SUPERSEDED  2 1
 DE7483  NAVD 88 (04/20/07)  339.431  (m)         1113.62   (f) SUPERSEDED  2 1
 DE7483  NAVD 88 (05/16/03)  339.400  (m)         1113.51   (f) SUPERSEDED  2 1
 DE7483
 DE7483.Superseded values are not recommended for survey control.
 DE7483
 DE7483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7483.See file dsdata.pdf to determine how the superseded data were derived.
 DE7483
 DE7483_MARKER: DD = SURVEY DISK
 DE7483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7483_STAMPING: 2X37 2001
 DE7483_MARK LOGO: WIDT
 DE7483_PROJECTION: FLUSH
 DE7483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7483+STABILITY: SURFACE MOTION
 DE7483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7483+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2019
 DE7483
 DE7483  HISTORY     - Date     Condition        Report By
 DE7483  HISTORY     - 2000     MONUMENTED       WIDT
 DE7483  HISTORY     - 20031109 GOOD             USPSQD
 DE7483  HISTORY     - 20060612 GOOD             WIDT
 DE7483  HISTORY     - 20190917 GOOD             WIDT
 DE7483
 DE7483                          STATION DESCRIPTION
 DE7483
 DE7483'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7483'THE STATION IS LOCATED ABOUT 23 KM SOUTH-SOUTHWEST OF WEST BEND, 16
 DE7483'KM SOUTHEAST OF HARTFORD AND 13 KM NORTHWEST OF MENOMONEE FALLS.
 DE7483'OWNERSHIP--TOWN OF RICHFIELD.  TO REACH THE STATION FROM THE JUNCTION
 DE7483'OF US HIGHWAY 45 AND US HIGHWAY 41 WITH STATE HIGHWAY 167 ABOUT 8 KM
 DE7483'NORTHWEST OF THE VILLAGE OF MENOMONEE FALLS, GO WEST ON STATE HIGHWAY
 DE7483'167 FOR 2.9 KM TO SCENIC ROAD, CONTINUE WEST ON STATE HIGHWAY 167 FOR
 DE7483'1.6 KM TO HILLSIDE ROAD, TURN LEFT AND GO SOUTH ON HILLSIDE ROAD FOR
 DE7483'2.4 KM TO MEADOW LARK LANE ON THE RIGHT, CONTINUE SOUTH ON HILLSIDE
 DE7483'ROAD FOR 0.8 KM TO ELMWOOD ROAD AND THE STATION ON THE LEFT.  THE
 DE7483'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7483'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7483'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD
 DE7483'PAVEMENT.  THE STATION IS 21.9 M EAST OF THE CENTERLINE OF HILLSIDE
 DE7483'ROAD, 8.6 M NORTH OF THE CENTERLINE OF ELMWOOD ROAD, 23.4 M NORTHEAST
 DE7483'OF A TELEPHONE PEDESTAL --890--, 19.9 M NORTHWEST OF POWER POLE
 DE7483'--95-02342--, 9.9 M NORTH-NORTHEAST OF A METAL POST FOR A
 DE7483'--STOP--SIGN, AND 0.7 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7483'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7483'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTH
 DE7483'EXTENDING TO 30 DEGREES.
 DE7483
 DE7483                          STATION RECOVERY (2003)
 DE7483
 DE7483'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7483'RECOVERED IN GOOD CONDITION.
 DE7483
 DE7483                          STATION RECOVERY (2006)
 DE7483
 DE7483'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7483'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M SOUTH, 1.0 M
 DE7483'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7483'NOTE-- THE STATION IS 9.9 M EAST-NORTHEAST (NOT NORTH-NORTHEAST) OF A
 DE7483'--STOP-- SIGN POST.
 DE7483
 DE7483                          STATION RECOVERY (2019)
 DE7483
 DE7483'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7482 ***********************************************************************
 DE7482  DESIGNATION -  2X38
 DE7482  PID         -  DE7482
 DE7482  STATE/COUNTY-  WI/WASHINGTON
 DE7482  COUNTRY     -  US
 DE7482  USGS QUAD   -  SUSSEX (2018)
 DE7482
 DE7482                         *CURRENT SURVEY CONTROL
 DE7482  ______________________________________________________________________
 DE7482* NAD 83(1986) POSITION- 43 14 13.39   (N) 088 14 30.28   (W)   HD_HELD1
 DE7482* NAVD 88 ORTHO HEIGHT -   326.130 (meters)     1069.98  (feet) ADJUSTED
 DE7482  ______________________________________________________________________
 DE7482  GEOID HEIGHT    -        -34.788 (meters)                     GEOID18
 DE7482  DYNAMIC HEIGHT  -        326.049 (meters)     1069.71  (feet) COMP
 DE7482  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 DE7482
 DE7482  VERT ORDER      -  SECOND    CLASS I
 DE7482
 DE7482.The horizontal coordinates were determined by differentially corrected
 DE7482.hand held GPS observations or other comparable positioning techniques
 DE7482.and have an estimated accuracy of +/- 3 meters.
 DE7482
 DE7482.The orthometric height was determined by differential leveling and
 DE7482.adjusted by the NATIONAL GEODETIC SURVEY
 DE7482.in July 2020.
 DE7482
 DE7482.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7482.GEOID18 height accuracy estimate available here.
 DE7482
 DE7482.Click photographs - Photos may exist for this station.
 DE7482
 DE7482.The dynamic height is computed by dividing the NAVD 88
 DE7482.geopotential number by the normal gravity value computed on the
 DE7482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7482.degrees latitude (g = 980.6199 gals.).
 DE7482
 DE7482.The modeled gravity was interpolated from observed gravity values.
 DE7482
 DE7482;                    North         East    Units  Estimated Accuracy
 DE7482;SPC WI S     -   138,930.0     742,797.8     MT  (+/- 3 meters HH1 GPS) 
 DE7482
 DE7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9917687888(NAD 83)
 DE7482
 DE7482                          SUPERSEDED SURVEY CONTROL
 DE7482
 DE7482  NAVD 88 (05/08/12)  326.132  (m)         1069.98   (f) SUPERSEDED  2 1
 DE7482  NAVD 88 (04/20/07)  326.106  (m)         1069.90   (f) SUPERSEDED  2 1
 DE7482  NAVD 88 (05/16/03)  326.072  (m)         1069.79   (f) SUPERSEDED  2 1
 DE7482
 DE7482.Superseded values are not recommended for survey control.
 DE7482
 DE7482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7482.See file dsdata.pdf to determine how the superseded data were derived.
 DE7482
 DE7482_MARKER: DD = SURVEY DISK
 DE7482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7482_STAMPING: 2X38 2001
 DE7482_MARK LOGO: WIDT
 DE7482_PROJECTION: FLUSH
 DE7482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7482+STABILITY: SURFACE MOTION
 DE7482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7482+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2019
 DE7482
 DE7482  HISTORY     - Date     Condition        Report By
 DE7482  HISTORY     - 2000     MONUMENTED       WIDT
 DE7482  HISTORY     - 20031109 GOOD             USPSQD
 DE7482  HISTORY     - 20060612 GOOD             WIDT
 DE7482  HISTORY     - 20190916 GOOD             WIDT
 DE7482
 DE7482                          STATION DESCRIPTION
 DE7482
 DE7482'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7482'THE STATION IS LOCATED ABOUT 21 KM SOUTH-SOUTHWEST OF WEST BEND, 14
 DE7482'KM SOUTHEAST OF HARTFORD AND 11 KM NORTH OF SUSSEX. OWNERSHIP--TOWN
 DE7482'OF RICHFIELD.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7482'45 AND US HIGHWAY 41 WITH STATE HIGHWAY 167 ABOUT 8 KM NORTHWEST OF
 DE7482'THE VILLAGE OF MENOMONEE FALLS, GO WEST ON STATE HIGHWAY 167 FOR 2.9
 DE7482'KM TO SCENIC ROAD, CONTINUE WEST ON STATE HIGHWAY 167 FOR 1.6 KM TO
 DE7482'HILLSIDE ROAD, TURN LEFT AND GO SOUTH ON HILLSIDE ROAD FOR 1.6 KM TO
 DE7482'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7482'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7482'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.7 M
 DE7482'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 36.3 M NORTH
 DE7482'OF THE CENTERLINE OF HUBERTUS ROAD, 9.7 M EAST OF THE CENTERLINE OF
 DE7482'HILLSIDE ROAD, 42 M SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 DE7482'--1318--, 8.5 M SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL --1302--, 0.8 M
 DE7482'WEST OF A WOODEN FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7482'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7482'EXCEPT FOR POWER LINES TO THE WEST EXTENDING TO 30 DEGREES AND POWER
 DE7482'LINES TO THE SOUTH EXTENDING TO 21 DEGREES.
 DE7482
 DE7482                          STATION RECOVERY (2003)
 DE7482
 DE7482'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7482'RECOVERED IN GOOD CONDITION.
 DE7482
 DE7482                          STATION RECOVERY (2006)
 DE7482
 DE7482'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7482'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 7.3 M
 DE7482'SOUTH-SOUTHEAST OF A --SPEED LIMIT 40-- METAL SIGN POST AND 0.5 M
 DE7482'WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS
 DE7482'POSTS.
 DE7482
 DE7482                          STATION RECOVERY (2019)
 DE7482
 DE7482'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7481 ***********************************************************************
 DE7481  DESIGNATION -  2X39
 DE7481  PID         -  DE7481
 DE7481  STATE/COUNTY-  WI/WASHINGTON
 DE7481  COUNTRY     -  US
 DE7481  USGS QUAD   -  JACKSON (2018)
 DE7481
 DE7481                         *CURRENT SURVEY CONTROL
 DE7481  ______________________________________________________________________
 DE7481* NAD 83(1986) POSITION- 43 15 06.09   (N) 088 14 30.18   (W)   HD_HELD1
 DE7481* NAVD 88 ORTHO HEIGHT -   335.903 (meters)     1102.04  (feet) ADJUSTED
 DE7481  ______________________________________________________________________
 DE7481  GEOID HEIGHT    -        -34.800 (meters)                     GEOID18
 DE7481  DYNAMIC HEIGHT  -        335.820 (meters)     1101.77  (feet) COMP
 DE7481  MODELED GRAVITY -    980,363.4   (mgal)                       NAVD 88
 DE7481
 DE7481  VERT ORDER      -  SECOND    CLASS I
 DE7481
 DE7481.The horizontal coordinates were determined by differentially corrected
 DE7481.hand held GPS observations or other comparable positioning techniques
 DE7481.and have an estimated accuracy of +/- 3 meters.
 DE7481
 DE7481.The orthometric height was determined by differential leveling and
 DE7481.adjusted by the NATIONAL GEODETIC SURVEY
 DE7481.in July 2020.
 DE7481
 DE7481.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7481.GEOID18 height accuracy estimate available here.
 DE7481
 DE7481.Click photographs - Photos may exist for this station.
 DE7481
 DE7481.The dynamic height is computed by dividing the NAVD 88
 DE7481.geopotential number by the normal gravity value computed on the
 DE7481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7481.degrees latitude (g = 980.6199 gals.).
 DE7481
 DE7481.The modeled gravity was interpolated from observed gravity values.
 DE7481
 DE7481;                    North         East    Units  Estimated Accuracy
 DE7481;SPC WI S     -   140,555.9     742,765.8     MT  (+/- 3 meters HH1 GPS) 
 DE7481
 DE7481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9920389513(NAD 83)
 DE7481
 DE7481                          SUPERSEDED SURVEY CONTROL
 DE7481
 DE7481  NAVD 88 (05/08/12)  335.945  (m)         1102.18   (f) SUPERSEDED  2 1
 DE7481  NAVD 88 (04/20/07)  335.919  (m)         1102.09   (f) SUPERSEDED  2 1
 DE7481  NAVD 88 (05/16/03)  335.882  (m)         1101.97   (f) SUPERSEDED  2 1
 DE7481
 DE7481.Superseded values are not recommended for survey control.
 DE7481
 DE7481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7481.See file dsdata.pdf to determine how the superseded data were derived.
 DE7481
 DE7481_MARKER: DD = SURVEY DISK
 DE7481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7481_STAMPING: 2X39 2001
 DE7481_MARK LOGO: WIDT
 DE7481_PROJECTION: FLUSH
 DE7481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7481+STABILITY: SURFACE MOTION
 DE7481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7481+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2019
 DE7481
 DE7481  HISTORY     - Date     Condition        Report By
 DE7481  HISTORY     - 2000     MONUMENTED       WIDT
 DE7481  HISTORY     - 20031109 GOOD             USPSQD
 DE7481  HISTORY     - 20060612 GOOD             WIDT
 DE7481  HISTORY     - 20190916 GOOD             WIDT
 DE7481
 DE7481                          STATION DESCRIPTION
 DE7481
 DE7481'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7481'THE STATION IS LOCATED ABOUT 20 KM SOUTH-SOUTHWEST OF WEST BEND, 13
 DE7481'KM SOUTHEAST OF HARTFORD AND 13 KM NORTHWEST OF MENOMONEE FALLS.
 DE7481'OWNERSHIP--TOWN OF RICHFIELD.  TO REACH THE STATION FROM THE JUNCTION
 DE7481'OF US HIGHWAY 41 AND US HIGHWAY 45 WITH STATE HIGHWAY 167 ABOUT 8 KM
 DE7481'NORTHWEST OF THE VILLAGE OF MENOMONEE FALLS, GO WEST ON STATE HIGHWAY
 DE7481'167 FOR 2.9 KM TO SCENIC ROAD, CONTINUE WEST ON STATE HIGHWAY 167 FOR
 DE7481'1.6 KM TO HILLSIDE ROAD AND THE STATION ON THE RIGHT.  THE STATION IS
 DE7481'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7481'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7481'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DE7481'STATION IS 9.3 M EAST OF THE CENTERLINE OF HILLSIDE ROAD, 34.3 M
 DE7481'NORTH OF A WOOD POST FOR A --STOP-- SIGN, 33.8 M SOUTHEAST OF POWER
 DE7481'POLE --76-6766--, 27.1 M NORTHEAST OF POWER POLE --95-07092--, 10.6 M
 DE7481'NORTHEAST OF A METAL POST FOR A --SPEED LIMIT 45-- SIGN, AND 0.5 M
 DE7481'NORTH OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO
 DE7481'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7481'HORIZON EXCEPT FOR TREES FROM THE SOUTHEAST TO THE WEST EXTENDING TO
 DE7481'21 DEGREES ABOVE THE HORIZON.
 DE7481
 DE7481                          STATION RECOVERY (2003)
 DE7481
 DE7481'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7481'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7481'
 DE7481
 DE7481                          STATION RECOVERY (2006)
 DE7481
 DE7481'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7481'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 51.0 M NORTH OF THE
 DE7481'CENTERLINE OF STATE HIGHWAY 167, 22.2 M SOUTH OF A METAL --SPEED LIMIT
 DE7481'45-- SIGN POST, 10.5 M NORTH-NORTHEAST OF A METAL --WEIGHT LIMIT--
 DE7481'SIGN POST, AND 0.5 M NORTH AND 1.0 M SOUTH OF TWO WHITE PLASTIC
 DE7481'WITNESS POSTS.
 DE7481'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 DE7481'EXTENDING TO 40 DEGREES AND TREES IN THE SOUTH QUADRANTS EXTENDING TO
 DE7481'25 DEGREES ABOVE THE HORIZON.
 DE7481
 DE7481                          STATION RECOVERY (2019)
 DE7481
 DE7481'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7480 ***********************************************************************
 DE7480  DESIGNATION -  2X40
 DE7480  PID         -  DE7480
 DE7480  STATE/COUNTY-  WI/WASHINGTON
 DE7480  COUNTRY     -  US
 DE7480  USGS QUAD   -  JACKSON (2018)
 DE7480
 DE7480                         *CURRENT SURVEY CONTROL
 DE7480  ______________________________________________________________________
 DE7480* NAD 83(1986) POSITION- 43 15 03.43   (N) 088 11 53.76   (W)   HD_HELD1
 DE7480* NAVD 88 ORTHO HEIGHT -   303.584 (meters)      996.01  (feet) ADJUSTED
 DE7480  ______________________________________________________________________
 DE7480  GEOID HEIGHT    -        -34.834 (meters)                     GEOID18
 DE7480  DYNAMIC HEIGHT  -        303.510 (meters)      995.77  (feet) COMP
 DE7480  MODELED GRAVITY -    980,365.8   (mgal)                       NAVD 88
 DE7480
 DE7480  VERT ORDER      -  SECOND    CLASS I
 DE7480
 DE7480.The horizontal coordinates were determined by differentially corrected
 DE7480.hand held GPS observations or other comparable positioning techniques
 DE7480.and have an estimated accuracy of +/- 3 meters.
 DE7480
 DE7480.The orthometric height was determined by differential leveling and
 DE7480.adjusted by the NATIONAL GEODETIC SURVEY
 DE7480.in July 2020.
 DE7480
 DE7480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7480.GEOID18 height accuracy estimate available here.
 DE7480
 DE7480.Click photographs - Photos may exist for this station.
 DE7480
 DE7480.The dynamic height is computed by dividing the NAVD 88
 DE7480.geopotential number by the normal gravity value computed on the
 DE7480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7480.degrees latitude (g = 980.6199 gals.).
 DE7480
 DE7480.The modeled gravity was interpolated from observed gravity values.
 DE7480
 DE7480;                    North         East    Units  Estimated Accuracy
 DE7480;SPC WI S     -   140,549.2     746,295.0     MT  (+/- 3 meters HH1 GPS) 
 DE7480
 DE7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0272989380(NAD 83)
 DE7480
 DE7480                          SUPERSEDED SURVEY CONTROL
 DE7480
 DE7480  NAVD 88 (05/08/12)  303.628  (m)          996.15   (f) SUPERSEDED  2 1
 DE7480  NAVD 88 (04/20/07)  303.602  (m)          996.07   (f) SUPERSEDED  2 1
 DE7480  NAVD 88 (05/16/03)  303.560  (m)          995.93   (f) SUPERSEDED  2 1
 DE7480
 DE7480.Superseded values are not recommended for survey control.
 DE7480
 DE7480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7480.See file dsdata.pdf to determine how the superseded data were derived.
 DE7480
 DE7480_MARKER: DD = SURVEY DISK
 DE7480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7480_STAMPING: 2X40 2001
 DE7480_MARK LOGO: WIDT
 DE7480_PROJECTION: FLUSH
 DE7480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7480+STABILITY: SURFACE MOTION
 DE7480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7480+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2019
 DE7480
 DE7480  HISTORY     - Date     Condition        Report By
 DE7480  HISTORY     - 2000     MONUMENTED       WIDT
 DE7480  HISTORY     - 20031109 GOOD             USPSQD
 DE7480  HISTORY     - 20060612 GOOD             WIDT
 DE7480  HISTORY     - 20190909 GOOD             WIDT
 DE7480
 DE7480                          STATION DESCRIPTION
 DE7480
 DE7480'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7480'THE STATION IS LOCATED ABOUT 19 KM SOUTH OF WEST BEND, 18 KM
 DE7480'SOUTHEAST OF HARTFORD, AND 11 KM NORTHWEST OF MENOMONEE FALLS.
 DE7480'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7480'STATION FROM THE JUNCTION OF US HIGHWAY 41 AND US HIGHWAY 45 WITH
 DE7480'STATE HIGHWAY 167 ABOUT 8 KM NORTHWEST OF THE VILLAGE OF MENOMONEE
 DE7480'FALLS, GO WEST ON STATE HIGHWAY 167 FOR 0.5 KM TO STATE HIGHWAY 175,
 DE7480'CONTINUE WEST ON STATE HIGHWAY 167 FOR 0.6 KM TO THE STATION ON THE
 DE7480'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7480'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7480'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7480'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.8 M NORTH OF THE
 DE7480'CENTERLINE OF STATE HIGHWAY 167, 92.2 M EAST OF A WOOD POST FOR A
 DE7480'--NO PASSING ZONE-- SIGN, 37.5 M NORTHWEST OF POWER POLE
 DE7480'--95-07036--, 17.0 M WEST OF A WOOD POST FOR A --SPEED LIMIT 45--
 DE7480'SIGN, 2 M SOUTH OF A CULTIVATED FIELD, AND 0.7 M SOUTH OF A WHITE
 DE7480'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7480'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7480
 DE7480                          STATION RECOVERY (2003)
 DE7480
 DE7480'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7480'RECOVERED IN GOOD CONDITION.
 DE7480
 DE7480                          STATION RECOVERY (2006)
 DE7480
 DE7480'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7480'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.15 MILE EAST OF
 DE7480'MAYFIELD ROAD AND 0.7 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF
 DE7480'THREE WHITE PLASTIC WITNESS POSTS.
 DE7480
 DE7480                          STATION RECOVERY (2019)
 DE7480
 DE7480'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6158 ***********************************************************************
 AI6158  DESIGNATION -  2X41
 AI6158  PID         -  AI6158
 AI6158  STATE/COUNTY-  WI/WASHINGTON
 AI6158  COUNTRY     -  US
 AI6158  USGS QUAD   -  JACKSON (2018)
 AI6158
 AI6158                         *CURRENT SURVEY CONTROL
 AI6158  ______________________________________________________________________
 AI6158* NAD 83(1986) POSITION- 43 15 30.10   (N) 088 09 44.70   (W)   HD_HELD1
 AI6158* NAVD 88 ORTHO HEIGHT -   288.577 (meters)      946.77  (feet) ADJUSTED
 AI6158  ______________________________________________________________________
 AI6158  GEOID HEIGHT    -        -34.873 (meters)                     GEOID18
 AI6158  DYNAMIC HEIGHT  -        288.507 (meters)      946.54  (feet) COMP
 AI6158  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 AI6158
 AI6158  VERT ORDER      -  SECOND    CLASS I
 AI6158
 AI6158.The horizontal coordinates were determined by differentially corrected
 AI6158.hand held GPS observations or other comparable positioning techniques
 AI6158.and have an estimated accuracy of +/- 3 meters.
 AI6158
 AI6158.The orthometric height was determined by differential leveling and
 AI6158.adjusted by the NATIONAL GEODETIC SURVEY
 AI6158.in July 2020.
 AI6158
 AI6158.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6158.GEOID18 height accuracy estimate available here.
 AI6158
 AI6158.Click photographs - Photos may exist for this station.
 AI6158
 AI6158.The dynamic height is computed by dividing the NAVD 88
 AI6158.geopotential number by the normal gravity value computed on the
 AI6158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6158.degrees latitude (g = 980.6199 gals.).
 AI6158
 AI6158.The modeled gravity was interpolated from observed gravity values.
 AI6158
 AI6158;                    North         East    Units  Estimated Accuracy
 AI6158;SPC WI S     -   141,435.5     749,187.3     MT  (+/- 3 meters HH1 GPS) 
 AI6158
 AI6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0565090161(NAD 83)
 AI6158
 AI6158                          SUPERSEDED SURVEY CONTROL
 AI6158
 AI6158  NAVD 88 (05/08/12)  288.636  (m)          946.97   (f) SUPERSEDED  2 1
 AI6158  NAVD 88 (04/20/07)  288.610  (m)          946.88   (f) SUPERSEDED  2 1
 AI6158  NAVD 88 (10/20/00)  288.566  (m)          946.74   (f) SUPERSEDED  2 1
 AI6158
 AI6158.Superseded values are not recommended for survey control.
 AI6158
 AI6158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6158.See file dsdata.pdf to determine how the superseded data were derived.
 AI6158
 AI6158_MARKER: DD = SURVEY DISK
 AI6158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6158_STAMPING: 2X41 1999
 AI6158_MARK LOGO: WIDT
 AI6158_PROJECTION: FLUSH
 AI6158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6158+STABILITY: SURFACE MOTION
 AI6158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6158+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2019
 AI6158
 AI6158  HISTORY     - Date     Condition        Report By
 AI6158  HISTORY     - 1999     MONUMENTED       WIDT
 AI6158  HISTORY     - 20031109 GOOD             USPSQD
 AI6158  HISTORY     - 20060612 GOOD             WIDT
 AI6158  HISTORY     - 20190829 GOOD             WIDT
 AI6158
 AI6158                          STATION DESCRIPTION
 AI6158
 AI6158'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6158'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTH OF WEST BEND,
 AI6158'AND 3.2 KM (2.00 MI) EAST OF RICHFIELD.  OWNERSHIP--TOWN OF
 AI6158'GERMANTOWN.  TO REACH THE STATION FROM THE FROM THE JUNCTION OF STATE
 AI6158'HIGHWAY 167 (HOLY HILL ROAD) WITH STATE HIGHWAY 175 ABOUT 0.8 KM (0.50
 AI6158'MI) SOUTH OF THE COMMUNITY OF RICHFIELD, GO EAST ON STATE HIGHWAY 167
 AI6158'(HOLY HILL ROAD) FOR 2.4 KM (1.50 MI) TO GOLDENDALE ROAD, TURN LEFT
 AI6158'AND GO NORTH ON GOLDENDALE ROAD FOR 0.8 KM (0.50 MI) TO ROCKFIELD
 AI6158'ROAD, CONTINUE NORTH ON GOLDENDALE ROAD FOR 0.2 KM (0.10 MI) TO THE
 AI6158'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6158'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X41
 AI6158'1999 -- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6158'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 AI6158'STATION IS 9.5 M (31.2 FT) EAST OF THE CENTERLINE OF GOLDENDALE ROAD,
 AI6158'87.5 M (287.1 FT) SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 AI6158'--N13296--, 74.5 M (244.4 FT) NORTH OF THE EAST END OF A 60-CM
 AI6158'(24-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, 51.3 M (168.3 FT)
 AI6158'NORTH-NORTHWEST OF UTILITY POLE --73-6155 40-5--, 24.6 M (80.7 FT)
 AI6158'SOUTHEAST OF UTILITY POLE --73-6156 40-5--, AND 0.9 M (3.0 FT) WEST OF
 AI6158'A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 AI6158'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6158
 AI6158                          STATION RECOVERY (2003)
 AI6158
 AI6158'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6158'RECOVERED IN GOOD CONDITION.
 AI6158
 AI6158                          STATION RECOVERY (2006)
 AI6158
 AI6158'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6158'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M WEST, 1.0 M
 AI6158'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6158
 AI6158                          STATION RECOVERY (2019)
 AI6158
 AI6158'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 AI6158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6159 ***********************************************************************
 AI6159  DESIGNATION -  2X42
 AI6159  PID         -  AI6159
 AI6159  STATE/COUNTY-  WI/WASHINGTON
 AI6159  COUNTRY     -  US
 AI6159  USGS QUAD   -  JACKSON (2018)
 AI6159
 AI6159                         *CURRENT SURVEY CONTROL
 AI6159  ______________________________________________________________________
 AI6159* NAD 83(1986) POSITION- 43 15 53.90   (N) 088 10 14.69   (W)   HD_HELD1
 AI6159* NAVD 88 ORTHO HEIGHT -   279.461 (meters)      916.87  (feet) ADJUSTED
 AI6159  ______________________________________________________________________
 AI6159  GEOID HEIGHT    -        -34.871 (meters)                     GEOID18
 AI6159  DYNAMIC HEIGHT  -        279.393 (meters)      916.64  (feet) COMP
 AI6159  MODELED GRAVITY -    980,368.9   (mgal)                       NAVD 88
 AI6159
 AI6159  VERT ORDER      -  SECOND    CLASS I
 AI6159
 AI6159.The horizontal coordinates were determined by differentially corrected
 AI6159.hand held GPS observations or other comparable positioning techniques
 AI6159.and have an estimated accuracy of +/- 3 meters.
 AI6159
 AI6159.The orthometric height was determined by differential leveling and
 AI6159.adjusted by the NATIONAL GEODETIC SURVEY
 AI6159.in July 2020.
 AI6159
 AI6159.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6159.GEOID18 height accuracy estimate available here.
 AI6159
 AI6159.Click photographs - Photos may exist for this station.
 AI6159
 AI6159.The dynamic height is computed by dividing the NAVD 88
 AI6159.geopotential number by the normal gravity value computed on the
 AI6159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6159.degrees latitude (g = 980.6199 gals.).
 AI6159
 AI6159.The modeled gravity was interpolated from observed gravity values.
 AI6159
 AI6159;                    North         East    Units  Estimated Accuracy
 AI6159;SPC WI S     -   142,154.9     748,495.0     MT  (+/- 3 meters HH1 GPS) 
 AI6159
 AI6159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0498490905(NAD 83)
 AI6159
 AI6159                          SUPERSEDED SURVEY CONTROL
 AI6159
 AI6159  NAVD 88 (05/08/12)  279.494  (m)          916.97   (f) SUPERSEDED  2 1
 AI6159  NAVD 88 (04/20/07)  279.468  (m)          916.89   (f) SUPERSEDED  2 1
 AI6159  NAVD 88 (10/20/00)  279.424  (m)          916.74   (f) SUPERSEDED  2 1
 AI6159
 AI6159.Superseded values are not recommended for survey control.
 AI6159
 AI6159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6159.See file dsdata.pdf to determine how the superseded data were derived.
 AI6159
 AI6159_MARKER: DD = SURVEY DISK
 AI6159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6159_STAMPING: 2X42 1999
 AI6159_MARK LOGO: WIDT
 AI6159_PROJECTION: FLUSH
 AI6159_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6159+STABILITY: SURFACE MOTION
 AI6159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6159+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2019
 AI6159
 AI6159  HISTORY     - Date     Condition        Report By
 AI6159  HISTORY     - 1999     MONUMENTED       WIDT
 AI6159  HISTORY     - 20031109 GOOD             USPSQD
 AI6159  HISTORY     - 20060612 GOOD             WIDT
 AI6159  HISTORY     - 20190829 GOOD             WIDT
 AI6159
 AI6159                          STATION DESCRIPTION
 AI6159
 AI6159'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6159'THE STATION IS LOCATED ABOUT 6.47 KM (4.00 MI) NORTH-NORTHWEST OF
 AI6159'MENOMONEE FALLS, AND 1.6 KM (1.00 MI) EAST OF RICHFIELD.
 AI6159'OWNERSHIP--TOWN OF GERMANTOWN.  TO REACH THE STATION FROM THE FROM THE
 AI6159'JUNCTION OF STATE HIGHWAY 167 (HOLY HILL ROAD) WITH STATE HIGHWAY 175
 AI6159'ABOUT 0.8 KM (0.50 MI) SOUTH OF THE COMMUNITY OF RICHFIELD, GO EAST ON
 AI6159'STATE HIGHWAY 167 FOR 2.4 KM (1.50 MI) TO GOLDENDALE ROAD, TURN LEFT
 AI6159'AND GO NORTH ON GOLDENDALE ROAD FOR 1.61 KM (1.00 MI) TO BONNIWELL
 AI6159'ROAD, TURN LEFT AND GO WEST ON BONNIWELL ROAD FOR 0.48 KM (0.30 MI) TO
 AI6159'ROBINHOOD ROAD, CONTINUE WEST ON BONNIWELL ROAD FOR 0.16 KM (0.10 MI)
 AI6159'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6159'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6159'STAMPED --2X42 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER
 AI6159'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE
 AI6159'ROAD PAVEMENT.  THE STATION IS 7.9 M (25.9 FT) NORTH OF THE CENTERLINE
 AI6159'OF BONNIWEILL ROAD, 24.7 M (81.0 FT) NORTHWEST OF UTILITY POLE
 AI6159'--82-02500 35-5--, 26.1 M (85.6 FT) SOUTHEAST OF UTILITY POLE
 AI6159'--35-1--, 21.2 M (69.6 FT) EAST OF TELEPHONE PEDESTAL --21106--, AND
 AI6159'0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI6159'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI6159'ABOVE THE HORIZON.
 AI6159
 AI6159                          STATION RECOVERY (2003)
 AI6159
 AI6159'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6159'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 78 FEET
 AI6159'NORTHEAST OF UTILITY POLE NUMBER --02-01026--, ABOUT 81 FEET SOUTHEAST
 AI6159'OF UTILITY POLE NUMBER --02-01040-- WITH ONE GUY WIRE EAST OF A GRAVEL
 AI6159'DRIVEWAY, AND ABOUT 81 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY TO
 AI6159'THE RESIDENCE AT --N136 W21104--.
 AI6159'NOTE-- THE UTILITY POLES DESCRIBED IN THE 1999 DESCRIPTION HAVE BEEN
 AI6159'RENUMBERED, THE TELEPHONE PEDESTAL HAS NO NUMBER, AND THERE IS NO
 AI6159'WITNESS POST PRESENT.
 AI6159
 AI6159                          STATION RECOVERY (2006)
 AI6159
 AI6159'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6159'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M SOUTH, 1.0 M
 AI6159'WEST, AND 1.0 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE--
 AI6159'CHIPS HAVE BEEN REMOVED FROM THE EAST AND WEST EDGES OF THE CONCRETE
 AI6159'POST APPARENTLY BY MOWING OPERATIONS.
 AI6159
 AI6159                          STATION RECOVERY (2019)
 AI6159
 AI6159'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 AI6159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6160 ***********************************************************************
 AI6160  DESIGNATION -  2X43
 AI6160  PID         -  AI6160
 AI6160  STATE/COUNTY-  WI/WASHINGTON
 AI6160  COUNTRY     -  US
 AI6160  USGS QUAD   -  JACKSON (2018)
 AI6160
 AI6160                         *CURRENT SURVEY CONTROL
 AI6160  ______________________________________________________________________
 AI6160* NAD 83(1986) POSITION- 43 16 03.33   (N) 088 10 53.94   (W)   HD_HELD1
 AI6160* NAVD 88 ORTHO HEIGHT -   263.437 (meters)      864.29  (feet) ADJUSTED
 AI6160  ______________________________________________________________________
 AI6160  GEOID HEIGHT    -        -34.865 (meters)                     GEOID18
 AI6160  DYNAMIC HEIGHT  -        263.372 (meters)      864.08  (feet) COMP
 AI6160  MODELED GRAVITY -    980,368.1   (mgal)                       NAVD 88
 AI6160
 AI6160  VERT ORDER      -  SECOND    CLASS I
 AI6160
 AI6160.The horizontal coordinates were determined by differentially corrected
 AI6160.hand held GPS observations or other comparable positioning techniques
 AI6160.and have an estimated accuracy of +/- 3 meters.
 AI6160
 AI6160.The orthometric height was determined by differential leveling and
 AI6160.adjusted by the WI DEPT OF TRANSP
 AI6160.in May 2012.
 AI6160
 AI6160.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6160.GEOID18 height accuracy estimate available here.
 AI6160
 AI6160.Click photographs - Photos may exist for this station.
 AI6160
 AI6160.The dynamic height is computed by dividing the NAVD 88
 AI6160.geopotential number by the normal gravity value computed on the
 AI6160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6160.degrees latitude (g = 980.6199 gals.).
 AI6160
 AI6160.The modeled gravity was interpolated from observed gravity values.
 AI6160
 AI6160;                    North         East    Units  Estimated Accuracy
 AI6160;SPC WI S     -   142,426.4     747,603.7     MT  (+/- 3 meters HH1 GPS) 
 AI6160
 AI6160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0410491208(NAD 83)
 AI6160
 AI6160                          SUPERSEDED SURVEY CONTROL
 AI6160
 AI6160  NAVD 88 (04/20/07)  263.411  (m)          864.21   (f) SUPERSEDED  2 1
 AI6160  NAVD 88 (10/20/00)  263.367  (m)          864.06   (f) SUPERSEDED  2 1
 AI6160
 AI6160.Superseded values are not recommended for survey control.
 AI6160
 AI6160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6160.See file dsdata.pdf to determine how the superseded data were derived.
 AI6160
 AI6160_MARKER: DD = SURVEY DISK
 AI6160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6160_STAMPING: 2X43 1999
 AI6160_MARK LOGO: WIDT
 AI6160_PROJECTION: FLUSH
 AI6160_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6160+STABILITY: SURFACE MOTION
 AI6160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6160+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2019
 AI6160
 AI6160  HISTORY     - Date     Condition        Report By
 AI6160  HISTORY     - 1999     MONUMENTED       WIDT
 AI6160  HISTORY     - 20031109 GOOD             USPSQD
 AI6160  HISTORY     - 20060612 GOOD             WIDT
 AI6160  HISTORY     - 20190828 GOOD             WIDT
 AI6160
 AI6160                          STATION DESCRIPTION
 AI6160
 AI6160'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6160'THE STATION IS LOCATED ABOUT 8.79 KM (5.45 MI) NORTH-NORTHWEST OF
 AI6160'MENOMONEE FALLS, AND 1.6 KM (1.00 MI) NORTH-NORTHEAST OF RICHFIELD.
 AI6160'OWNERSHIP--TOWN OF GERMANTOWN.  TO REACH THE STATION FROM THE FROM THE
 AI6160'JUNCTION OF STATE HIGHWAY 167 (HOLY HILL ROAD) WITH STATE HIGHWAY 175
 AI6160'ABOUT 0.8 KM (0.50 MI) SOUTH OF THE COMMUNITY OF RICHFIELD, GO EAST ON
 AI6160'STATE HIGHWAY 167 FOR 2.4 KM (1.50 MI) TO GOLDENDALE ROAD, TURN LEFT
 AI6160'AND GO SOUTH ON GOLDENDALE ROAD FOR 1.61 KM (1.00 MI) TO BONNIWELL
 AI6160'ROAD, TURN LEFT AND GO WEST ON BONNIWELL ROAD FOR 1.45 KM (0.90 MI) TO
 AI6160'WHERE THE ROAD BENDS RIGHT AND BECOMES SHADOW LANE, CONTINUE NORTH
 AI6160'0.16 KM (0.10 MI) ON SHADOW LANE TO THE STATION ON THE LEFT.  THE
 AI6160'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6160'SURVEY CONTROL STATION DISK STAMPED --2X43 1999-- AND SET IN THE TOP
 AI6160'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6160'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 15.2 M (49.9 FT)
 AI6160'WEST OF THE CENTERLINE OF SHADOW LANE, 65.6 M (215.2 FT)
 AI6160'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE ABUTMENT OF
 AI6160'BRIDGE --B-66-44-74-- FOR US HIGHWAY 41 OVER CEDAR CREEK, 50.1 M
 AI6160'(164.4 FT) EAST-NORTHEAST OF A CORNER POST FOR THE HIGHWAY 41
 AI6160'RIGHT-OF-WAY FENCE SOUTH OF THE CREEK, 33.5 M (109.9 FT) SOUTHWEST OF
 AI6160'THE SOUTHWEST CORNER OF A CONCRETE ABUTMENT OF BRIDGE --B-66-12-51--
 AI6160'FOR SHADOW LANE OVER THE CEDAR CREEK, 27 M (88.6 FT) SOUTH OF THE
 AI6160'SOUTH SHORELINE OF CEDAR CREEK, AND 1.0 M (3.3 FT) EAST OF A WHITE
 AI6160'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6160'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6160
 AI6160                          STATION RECOVERY (2003)
 AI6160
 AI6160'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6160'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 1999 DESCRIPTION--
 AI6160'FROM HIGHWAY 167 TURN NORTH (NOT SOUTH) ONTO GOLDENROD ROAD.
 AI6160
 AI6160                          STATION RECOVERY (2006)
 AI6160
 AI6160'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6160'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8.3 M WEST OF THE
 AI6160'SOUTH END OF THE WEST METAL GUARD RAIL AND 1.0 M EAST, 1.0 M
 AI6160'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6160'NOTE-- IN THE 1999 DESCRIPTION, TURN LEFT AND GO NORTH (NOT SOUTH) ON
 AI6160'GOLDENDALE ROAD FOR 1.0 MILE TO BONNIWELL ROAD.
 AI6160
 AI6160                          STATION RECOVERY (2019)
 AI6160
 AI6160'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 AI6160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6161 ***********************************************************************
 AI6161  DESIGNATION -  2X44
 AI6161  PID         -  AI6161
 AI6161  STATE/COUNTY-  WI/WASHINGTON
 AI6161  COUNTRY     -  US
 AI6161  USGS QUAD   -  JACKSON (2018)
 AI6161
 AI6161                         *CURRENT SURVEY CONTROL
 AI6161  ______________________________________________________________________
 AI6161* NAD 83(1986) POSITION- 43 16 59.97   (N) 088 10 53.29   (W)   HD_HELD1
 AI6161* NAVD 88 ORTHO HEIGHT -   282.646 (meters)      927.31  (feet) ADJUSTED
 AI6161  ______________________________________________________________________
 AI6161  GEOID HEIGHT    -        -34.875 (meters)                     GEOID18
 AI6161  DYNAMIC HEIGHT  -        282.577 (meters)      927.09  (feet) COMP
 AI6161  MODELED GRAVITY -    980,369.4   (mgal)                       NAVD 88
 AI6161
 AI6161  VERT ORDER      -  SECOND    CLASS I
 AI6161
 AI6161.The horizontal coordinates were determined by differentially corrected
 AI6161.hand held GPS observations or other comparable positioning techniques
 AI6161.and have an estimated accuracy of +/- 3 meters.
 AI6161
 AI6161.The orthometric height was determined by differential leveling and
 AI6161.adjusted by the WI DEPT OF TRANSP
 AI6161.in May 2012.
 AI6161
 AI6161.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6161.GEOID18 height accuracy estimate available here.
 AI6161
 AI6161.Click photographs - Photos may exist for this station.
 AI6161
 AI6161.The dynamic height is computed by dividing the NAVD 88
 AI6161.geopotential number by the normal gravity value computed on the
 AI6161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6161.degrees latitude (g = 980.6199 gals.).
 AI6161
 AI6161.The modeled gravity was interpolated from observed gravity values.
 AI6161
 AI6161;                    North         East    Units  Estimated Accuracy
 AI6161;SPC WI S     -   144,174.2     747,580.3     MT  (+/- 3 meters HH1 GPS) 
 AI6161
 AI6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0414392955(NAD 83)
 AI6161
 AI6161                          SUPERSEDED SURVEY CONTROL
 AI6161
 AI6161  NAVD 88 (04/20/07)  282.620  (m)          927.23   (f) SUPERSEDED  2 1
 AI6161  NAVD 88 (10/20/00)  282.577  (m)          927.09   (f) SUPERSEDED  2 1
 AI6161
 AI6161.Superseded values are not recommended for survey control.
 AI6161
 AI6161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6161.See file dsdata.pdf to determine how the superseded data were derived.
 AI6161
 AI6161_MARKER: DD = SURVEY DISK
 AI6161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6161_STAMPING: 2X44 1999
 AI6161_MARK LOGO: WIDT
 AI6161_PROJECTION: FLUSH
 AI6161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6161+STABILITY: SURFACE MOTION
 AI6161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6161+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2019
 AI6161
 AI6161  HISTORY     - Date     Condition        Report By
 AI6161  HISTORY     - 1999     MONUMENTED       WIDT
 AI6161  HISTORY     - 20031109 GOOD             USPSQD
 AI6161  HISTORY     - 20060612 GOOD             WIDT
 AI6161  HISTORY     - 20190827 GOOD             WIDT
 AI6161
 AI6161                          STATION DESCRIPTION
 AI6161
 AI6161'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6161'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH-NORTHWEST OF
 AI6161'MENOMONEE FALLS, AND 4.83 KM (3.00 MI) SOUTH-SOUTHWEST OF JACKSON.
 AI6161'OWNERSHIP--TOWN OF JACKSON.  TO REACH THE STATION FROM THE FROM THE
 AI6161'JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 60 ABOUT 1.61 KM (1.00
 AI6161'MI) WEST OF THE VILLAGE OF JACKSON, GO EAST ON STATE HIGHWAY 60 FOR
 AI6161'0.48 KM (0.30 MI) TO COUNTY HIGHWAY P, TURN RIGHT AND GO SOUTH ON
 AI6161'COUNTY HIGHWAY P FOR 4.52 KM (2.80 MI) TO STATE HIGHWAY 145, CONTINUE
 AI6161'SOUTH ON SHADOW LANE FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 AI6161'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6161'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X44 1999-- AND SET IN
 AI6161'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6161'GROUND AND ABOUT 0.5 M (1.6 FT) ABOVE THE ROAD PAVEMENT.  THE STATION
 AI6161'IS 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF SHADOW LANE, 50.8 M
 AI6161'(166.7 FT) SOUTH OF THE CENTERLINE OF EASTBOUND LANES OF HIGHWAY 145,
 AI6161'42.1 M (138.1 FT) EAST OF UTILITY POLE --97-18363--, 28.6 M (93.8 FT)
 AI6161'SOUTH OF THE EAST END OF .60 M (1.97 FT) (24 INCH) DIAMETER CORRUGATED
 AI6161'METAL CULVERT PIPE, 19.3 M (63.3 FT) NORTH-NORTHEAST OF A WOOD TRAFFIC
 AI6161'SIGN POST --NORTH COUNTY P SOUTH 145--, AND 0.95 M (3.12 FT) WEST OF A
 AI6161'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6161'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6161
 AI6161                          STATION RECOVERY (2003)
 AI6161
 AI6161'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6161'RECOVERED IN GOOD CONDITION.
 AI6161
 AI6161                          STATION RECOVERY (2006)
 AI6161
 AI6161'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6161'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 36.5 M SOUTH OF A
 AI6161'--STOP-- SIGN POST AND 1.0 M WEST, 1.0 M SOUTHEAST, AND 1.0 M
 AI6161'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6161
 AI6161                          STATION RECOVERY (2019)
 AI6161
 AI6161'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 AI6161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6162 ***********************************************************************
 AI6162  DESIGNATION -  2X45
 AI6162  PID         -  AI6162
 AI6162  STATE/COUNTY-  WI/WASHINGTON
 AI6162  COUNTRY     -  US
 AI6162  USGS QUAD   -  JACKSON (2018)
 AI6162
 AI6162                         *CURRENT SURVEY CONTROL
 AI6162  ______________________________________________________________________
 AI6162* NAD 83(1986) POSITION- 43 17 43.53   (N) 088 11 00.86   (W)   HD_HELD1
 AI6162* NAVD 88 ORTHO HEIGHT -   285.536 (meters)      936.80  (feet) ADJUSTED
 AI6162  ______________________________________________________________________
 AI6162  GEOID HEIGHT    -        -34.882 (meters)                     GEOID18
 AI6162  DYNAMIC HEIGHT  -        285.467 (meters)      936.57  (feet) COMP
 AI6162  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 AI6162
 AI6162  VERT ORDER      -  SECOND    CLASS I
 AI6162
 AI6162.The horizontal coordinates were determined by differentially corrected
 AI6162.hand held GPS observations or other comparable positioning techniques
 AI6162.and have an estimated accuracy of +/- 3 meters.
 AI6162
 AI6162.The orthometric height was determined by differential leveling and
 AI6162.adjusted by the WI DEPT OF TRANSP
 AI6162.in May 2012.
 AI6162
 AI6162.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6162.GEOID18 height accuracy estimate available here.
 AI6162
 AI6162.Click photographs - Photos may exist for this station.
 AI6162
 AI6162.The dynamic height is computed by dividing the NAVD 88
 AI6162.geopotential number by the normal gravity value computed on the
 AI6162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6162.degrees latitude (g = 980.6199 gals.).
 AI6162
 AI6162.The modeled gravity was interpolated from observed gravity values.
 AI6162
 AI6162;                    North         East    Units  Estimated Accuracy
 AI6162;SPC WI S     -   145,514.3     747,380.4     MT  (+/- 3 meters HH1 GPS) 
 AI6162
 AI6162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0399294302(NAD 83)
 AI6162
 AI6162                          SUPERSEDED SURVEY CONTROL
 AI6162
 AI6162  NAVD 88 (04/20/07)  285.510  (m)          936.71   (f) SUPERSEDED  2 1
 AI6162  NAVD 88 (10/20/00)  285.467  (m)          936.57   (f) SUPERSEDED  2 1
 AI6162
 AI6162.Superseded values are not recommended for survey control.
 AI6162
 AI6162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6162.See file dsdata.pdf to determine how the superseded data were derived.
 AI6162
 AI6162_MARKER: DD = SURVEY DISK
 AI6162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6162_STAMPING: 2X45 1999
 AI6162_MARK LOGO: WIDT
 AI6162_PROJECTION: FLUSH
 AI6162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6162+STABILITY: SURFACE MOTION
 AI6162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6162+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2019
 AI6162
 AI6162  HISTORY     - Date     Condition        Report By
 AI6162  HISTORY     - 1999     MONUMENTED       WIDT
 AI6162  HISTORY     - 20031109 GOOD             USPSQD
 AI6162  HISTORY     - 20060612 GOOD             WIDT
 AI6162  HISTORY     - 20190827 GOOD             WIDT
 AI6162
 AI6162                          STATION DESCRIPTION
 AI6162
 AI6162'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6162'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH-NORTHWEST OF
 AI6162'MENOMONEE FALLS, AND 3.22 KM (2.00 MI) SOUTH-SOUTHWEST OF JACKSON.
 AI6162'OWNERSHIP--WASHINGTON COUNTY.  TO REACH THE STATION FROM THE FROM THE
 AI6162'JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 60 ABOUT 1.61 KM (1.00
 AI6162'MI) WEST OF THE VILLAGE OF JACKSON, GO EAST ON STATE HIGHWAY 60 FOR
 AI6162'0.48 KM (0.30 MI) TO COUNTY HIGHWAY P, TURN RIGHT AND GO SOUTH ON
 AI6162'COUNTY HIGHWAY P FOR 3.2 KM (2.00 MI) TO WESTERN ROAD, TURN RIGHT AND
 AI6162'GO WEST ON WESTERN ROAD FOR 0.2 KM (0.10 MI) TO THE STATION ON THE
 AI6162'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6162'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X45 1999-- AND SET IN
 AI6162'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6162'GROUND AND LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.1 M (20.0
 AI6162'FT) NORTH OF THE CENTERLINE OF WESTERN ROAD, 68 M (223.1 FT)
 AI6162'WEST-SOUTHWEST OF TELEPHONE PEDESTAL --L304 32--, 61 M (200.1 FT) EAST
 AI6162'OF THE CENTERLINE OF PRIVATE ENTRANCE --2948--, 32.3 M (106.0 FT)
 AI6162'EAST-SOUTHEAST OF TELEPHONE PEDESTAL --L304 35--, 26.1 M (85.6 FT)
 AI6162'NORTHWEST OF POWER POLE --84-04763 40-4--, 25.4 M (83.3 FT) NORTHEAST
 AI6162'OF POWER POLE --84-04762 40-5--, AND 1.0 M (3.3 FT) SOUTH OF A WHITE
 AI6162'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6162'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6162
 AI6162                          STATION RECOVERY (2003)
 AI6162
 AI6162'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6162'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 AI6162'THERE IS A LARGE WHITE CROSS PAINTED ON WESTERN ROAD NEAR THE STATION.
 AI6162'
 AI6162
 AI6162                          STATION RECOVERY (2006)
 AI6162
 AI6162'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6162'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 AI6162'WEST, AND 1.0 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE--
 AI6162'CHIPS HAVE BEEN REMOVED FROM THE NORTH EDGE OF THE CONCRETE POST
 AI6162'APPARENTLY BY RECENT MOWING OPERATIONS.
 AI6162
 AI6162                          STATION RECOVERY (2019)
 AI6162
 AI6162'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 AI6162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6164 ***********************************************************************
 AI6164  DESIGNATION -  2X46
 AI6164  PID         -  AI6164
 AI6164  STATE/COUNTY-  WI/WASHINGTON
 AI6164  COUNTRY     -  US
 AI6164  USGS QUAD   -  JACKSON (2018)
 AI6164
 AI6164                         *CURRENT SURVEY CONTROL
 AI6164  ______________________________________________________________________
 AI6164* NAD 83(1986) POSITION- 43 19 26.54   (N) 088 10 56.31   (W)   HD_HELD1
 AI6164* NAVD 88 ORTHO HEIGHT -   270.941 (meters)      888.91  (feet) ADJUSTED
 AI6164  ______________________________________________________________________
 AI6164  GEOID HEIGHT    -        -34.905 (meters)                     GEOID18
 AI6164  DYNAMIC HEIGHT  -        270.876 (meters)      888.70  (feet) COMP
 AI6164  MODELED GRAVITY -    980,372.5   (mgal)                       NAVD 88
 AI6164
 AI6164  VERT ORDER      -  SECOND    CLASS I
 AI6164
 AI6164.The horizontal coordinates were determined by differentially corrected
 AI6164.hand held GPS observations or other comparable positioning techniques
 AI6164.and have an estimated accuracy of +/- 3 meters.
 AI6164
 AI6164.The orthometric height was determined by differential leveling and
 AI6164.adjusted by the WI DEPT OF TRANSP
 AI6164.in May 2012.
 AI6164
 AI6164.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6164.GEOID18 height accuracy estimate available here.
 AI6164
 AI6164.Click photographs - Photos may exist for this station.
 AI6164
 AI6164.The dynamic height is computed by dividing the NAVD 88
 AI6164.geopotential number by the normal gravity value computed on the
 AI6164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6164.degrees latitude (g = 980.6199 gals.).
 AI6164
 AI6164.The modeled gravity was interpolated from observed gravity values.
 AI6164
 AI6164;                    North         East    Units  Estimated Accuracy
 AI6164;SPC WI S     -   148,694.6     747,413.6     MT  (+/- 3 meters HH1 GPS) 
 AI6164
 AI6164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0413997478(NAD 83)
 AI6164
 AI6164                          SUPERSEDED SURVEY CONTROL
 AI6164
 AI6164  NAVD 88 (04/20/07)  270.915  (m)          888.83   (f) SUPERSEDED  2 1
 AI6164  NAVD 88 (10/20/00)  270.874  (m)          888.69   (f) SUPERSEDED  2 1
 AI6164
 AI6164.Superseded values are not recommended for survey control.
 AI6164
 AI6164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6164.See file dsdata.pdf to determine how the superseded data were derived.
 AI6164
 AI6164_MARKER: DD = SURVEY DISK
 AI6164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6164_STAMPING: 2X46 1999
 AI6164_MARK LOGO: WIDT
 AI6164_PROJECTION: FLUSH
 AI6164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6164+STABILITY: SURFACE MOTION
 AI6164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6164+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2019
 AI6164
 AI6164  HISTORY     - Date     Condition        Report By
 AI6164  HISTORY     - 1999     MONUMENTED       WIDT
 AI6164  HISTORY     - 20031109 GOOD             USPSQD
 AI6164  HISTORY     - 20060612 GOOD             WIDT
 AI6164  HISTORY     - 20141210 GOOD             WIDT
 AI6164  HISTORY     - 20190827 GOOD             WIDT
 AI6164
 AI6164                          STATION DESCRIPTION
 AI6164
 AI6164'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6164'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTH OF WEST BEND AND
 AI6164'1.61 KM (1.00 MI) WEST OF JACKSON.  OWNERSHIP--WASHINGTON COUNTY.  TO
 AI6164'REACH THE STATION FROM THE FROM THE JUNCTION OF US HIGHWAY 45 WITH
 AI6164'STATE HIGHWAY 60 ABOUT 1.61 KM (1.00 MI) WEST OF THE VILLAGE OF
 AI6164'JACKSON, GO EAST ON STATE HIGHWAY 60 FOR 0.48 KM (0.30 MI) TO COUNTY
 AI6164'HIGHWAY P,TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY P FOR ABOUT 50 M
 AI6164'(164.0 FT) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6164'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6164'DISK STAMPED --2X46 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6164'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT)
 AI6164'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 30.2 M (99.1 FT) SOUTH OF
 AI6164'THE SOUTH FACE-OF-CURB OF HIGHWAY 60, 13.9 M (45.6 FT) EAST OF THE
 AI6164'EDGE OF PAVEMENT OF THE NORTHBOUND LANE OF HIGHWAY P, 41.5 M (136.2
 AI6164'FT) WEST OF THE SOUTH POST FOR A --JACKSON VILLAGE WITH A FUTURE--
 AI6164'SIGN, 25.6 M (84.0 FT) SOUTH OF THE SOUTH END OF A .45 M (1.48 FT)
 AI6164'DIAMETER REINFORCED CONCRETE CULVERT PIPE, 6.4 M (21.0 FT) NORTH OF
 AI6164'THE NORTHWEST CORNER OF THE PAVEMENT FOR THE PARK-AND-RIDE LOT, AND
 AI6164'1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI6164'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI6164'ABOVE THE HORIZON.
 AI6164
 AI6164                          STATION RECOVERY (2003)
 AI6164
 AI6164'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6164'RECOVERED IN GOOD CONDITION.
 AI6164
 AI6164                          STATION RECOVERY (2006)
 AI6164
 AI6164'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6164'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 AI6164'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6164
 AI6164                          STATION RECOVERY (2014)
 AI6164
 AI6164'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 AI6164'RECOVERED AS DESCRIBED.
 AI6164
 AI6164                          STATION RECOVERY (2019)
 AI6164
 AI6164'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 AI6164'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6165 ***********************************************************************
 AI6165  DESIGNATION -  2X47
 AI6165  PID         -  AI6165
 AI6165  STATE/COUNTY-  WI/WASHINGTON
 AI6165  COUNTRY     -  US
 AI6165  USGS QUAD   -  JACKSON (2018)
 AI6165
 AI6165                         *CURRENT SURVEY CONTROL
 AI6165  ______________________________________________________________________
 AI6165* NAD 83(1986) POSITION- 43 20 20.02   (N) 088 11 01.50   (W)   HD_HELD1
 AI6165* NAVD 88 ORTHO HEIGHT -   288.442 (meters)      946.33  (feet) ADJUSTED
 AI6165  ______________________________________________________________________
 AI6165  GEOID HEIGHT    -        -34.913 (meters)                     GEOID18
 AI6165  DYNAMIC HEIGHT  -        288.373 (meters)      946.10  (feet) COMP
 AI6165  MODELED GRAVITY -    980,373.5   (mgal)                       NAVD 88
 AI6165
 AI6165  VERT ORDER      -  SECOND    CLASS I
 AI6165
 AI6165.The horizontal coordinates were determined by differentially corrected
 AI6165.hand held GPS observations or other comparable positioning techniques
 AI6165.and have an estimated accuracy of +/- 3 meters.
 AI6165
 AI6165.The orthometric height was determined by differential leveling and
 AI6165.adjusted by the WI DEPT OF TRANSP
 AI6165.in May 2012.
 AI6165
 AI6165.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6165.GEOID18 height accuracy estimate available here.
 AI6165
 AI6165.Click photographs - Photos may exist for this station.
 AI6165
 AI6165.The dynamic height is computed by dividing the NAVD 88
 AI6165.geopotential number by the normal gravity value computed on the
 AI6165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6165.degrees latitude (g = 980.6199 gals.).
 AI6165
 AI6165.The modeled gravity was interpolated from observed gravity values.
 AI6165
 AI6165;                    North         East    Units  Estimated Accuracy
 AI6165;SPC WI S     -   150,342.0     747,260.8     MT  (+/- 3 meters HH1 GPS) 
 AI6165
 AI6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0404699129(NAD 83)
 AI6165
 AI6165                          SUPERSEDED SURVEY CONTROL
 AI6165
 AI6165  NAVD 88 (04/20/07)  288.416  (m)          946.24   (f) SUPERSEDED  2 1
 AI6165  NAVD 88 (10/20/00)  288.376  (m)          946.11   (f) SUPERSEDED  2 1
 AI6165
 AI6165.Superseded values are not recommended for survey control.
 AI6165
 AI6165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6165.See file dsdata.pdf to determine how the superseded data were derived.
 AI6165
 AI6165_MARKER: DD = SURVEY DISK
 AI6165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6165_STAMPING: 2X47 1999
 AI6165_MARK LOGO: WIDT
 AI6165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6165+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 AI6165
 AI6165  HISTORY     - Date     Condition        Report By
 AI6165  HISTORY     - 1999     MONUMENTED       WIDT
 AI6165  HISTORY     - 20031109 GOOD             USPSQD
 AI6165  HISTORY     - 20060608 GOOD             WIDT
 AI6165
 AI6165                          STATION DESCRIPTION
 AI6165
 AI6165'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6165'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTH OF WEST BEND AND
 AI6165'1.61 KM (1.00 MI) NORTH-NORTHWEST OF JACKSON.  OWNERSHIP--WASHINGTON
 AI6165'COUNTY.  TO REACH THE STATION FROM THE FROM THE JUNCTION OF US HIGHWAY
 AI6165'45 WITH STATE HIGHWAY 60 ABOUT 1.61 KM (1.00 MI) WEST OF THE VILLAGE
 AI6165'OF JACKSON, GO EAST ON STATE HIGHWAY 60 FOR 0.48 KM (0.30 MI) TO
 AI6165'COUNTY HIGHWAY P, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY P FOR 1.61
 AI6165'KM (1.00 MI) TO COUNTY HIGHWAY C (CEDAR CREEK ROAD) , TURN LEFT AND GO
 AI6165'WEST ON COUNTY HIGHWAY C FOR 0.16 KM (0.10 MI) TO THE STATION ON THE
 AI6165'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6165'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X47 1999-- AND SET IN
 AI6165'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6165'GROUND AND ABOUT 0.5 M (1.6 FT) BELOW HIGHWAY PAVEMENT.  THE STATION
 AI6165'IS 7.8 M (25.6 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY C, 71.9 M
 AI6165'(235.9 FT) WEST OF THE SOUTH END OF A .45 M (1.48 FT) DIAMETER
 AI6165'CORRUGATED METAL CULVERT PIPE UNDER HIGHWAY C, 31.5 M (103.3 FT)
 AI6165'SOUTHEAST OF THE EAST END OF A .45 M (1.48 FT) DIAMETER CORRUGATED
 AI6165'METAL CULVERT PIPE UNDER PRIVATE ENTRANCE --2966 CTH C--, 17.9 M (58.7
 AI6165'FT) SOUTH OF UTILITY POLE --86-06234 40-5--, AND 0.5 M (1.6 FT) NORTH
 AI6165'OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 AI6165'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 AI6165'FOR THE REFERENCE UTILITY POLE AND POWER LINES EXTENDING TO 24 DEGREES
 AI6165'ABOVE THE HORIZON.
 AI6165
 AI6165                          STATION RECOVERY (2003)
 AI6165
 AI6165'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6165'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN LINE WITH THE
 AI6165'EXTENDED CENTERLINE OF THE DRIVEWAY TO THE RESIDENCE AT --2940 HWY
 AI6165'C--.
 AI6165
 AI6165                          STATION RECOVERY (2006)
 AI6165
 AI6165'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6165'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 6.0 M EAST OF THE
 AI6165'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --2940-- AND 0.5 M NORTH, 1.0
 AI6165'M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6165'NOTE-- CHIPS HAVE BEEN REMOVED FROM THE NORTH EDGE OF THE CONCRETE
 AI6165'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6166 ***********************************************************************
 AI6166  DESIGNATION -  2X48
 AI6166  PID         -  AI6166
 AI6166  STATE/COUNTY-  WI/WASHINGTON
 AI6166  COUNTRY     -  US
 AI6166  USGS QUAD   -  JACKSON (2018)
 AI6166
 AI6166                         *CURRENT SURVEY CONTROL
 AI6166  ______________________________________________________________________
 AI6166* NAD 83(1986) POSITION- 43 21 22.66   (N) 088 10 57.00   (W)   HD_HELD1
 AI6166* NAVD 88 ORTHO HEIGHT -   298.170 (meters)      978.25  (feet) ADJUSTED
 AI6166  ______________________________________________________________________
 AI6166  GEOID HEIGHT    -        -34.924 (meters)                     GEOID18
 AI6166  DYNAMIC HEIGHT  -        298.100 (meters)      978.02  (feet) COMP
 AI6166  MODELED GRAVITY -    980,375.3   (mgal)                       NAVD 88
 AI6166
 AI6166  VERT ORDER      -  SECOND    CLASS I
 AI6166
 AI6166.The horizontal coordinates were determined by differentially corrected
 AI6166.hand held GPS observations or other comparable positioning techniques
 AI6166.and have an estimated accuracy of +/- 3 meters.
 AI6166
 AI6166.The orthometric height was determined by differential leveling and
 AI6166.adjusted by the WI DEPT OF TRANSP
 AI6166.in May 2012.
 AI6166
 AI6166.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6166.GEOID18 height accuracy estimate available here.
 AI6166
 AI6166.Click photographs - Photos may exist for this station.
 AI6166
 AI6166.The dynamic height is computed by dividing the NAVD 88
 AI6166.geopotential number by the normal gravity value computed on the
 AI6166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6166.degrees latitude (g = 980.6199 gals.).
 AI6166
 AI6166.The modeled gravity was interpolated from observed gravity values.
 AI6166
 AI6166;                    North         East    Units  Estimated Accuracy
 AI6166;SPC WI S     -   152,276.7     747,320.0     MT  (+/- 3 meters HH1 GPS) 
 AI6166
 AI6166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0417401060(NAD 83)
 AI6166
 AI6166                          SUPERSEDED SURVEY CONTROL
 AI6166
 AI6166  NAVD 88 (04/20/07)  298.144  (m)          978.16   (f) SUPERSEDED  2 1
 AI6166  NAVD 88 (10/20/00)  298.107  (m)          978.04   (f) SUPERSEDED  2 1
 AI6166
 AI6166.Superseded values are not recommended for survey control.
 AI6166
 AI6166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6166.See file dsdata.pdf to determine how the superseded data were derived.
 AI6166
 AI6166_MARKER: DD = SURVEY DISK
 AI6166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6166_STAMPING: 2X48 1999
 AI6166_MARK LOGO: WIDT
 AI6166_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6166+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 AI6166
 AI6166  HISTORY     - Date     Condition        Report By
 AI6166  HISTORY     - 1999     MONUMENTED       WIDT
 AI6166  HISTORY     - 20031109 GOOD             USPSQD
 AI6166  HISTORY     - 20060601 GOOD             WIDT
 AI6166
 AI6166                          STATION DESCRIPTION
 AI6166
 AI6166'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6166'THE STATION IS LOCATED ABOUT 8.1 KM (5.05 MI) SOUTH OF WEST BEND AND
 AI6166'3.22 KM (2.00 MI) NORTH-NORTHWEST OF JACKSON.  OWNERSHIP--WASHINGTON
 AI6166'COUNTY.  TO REACH THE STATION FROM THE FROM THE JUNCTION OF US HIGHWAY
 AI6166'45 WITH STATE HIGHWAY 60 ABOUT 1.61 KM (1.00 MI) WEST OF THE VILLAGE
 AI6166'OF JACKSON, GO EAST ON STATE HIGHWAY 60 FOR 0.48 KM (0.30 MI) TO
 AI6166'COUNTY HIGHWAY P, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY P FOR 3.5
 AI6166'KM (2.15 MI) TO THE EAST ENTRANCE TO THE WASHINGTON COUNTY
 AI6166'FAIRGROUNDS, TURN LEFT AND GO WEST ON THE ENTRANCE ROAD FOR 0.08 KM
 AI6166'(0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6166'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6166'DISK STAMPED --2X48 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6166'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1.0 M (3.3 FT)
 AI6166'BELOW THE ROAD PAVEMENT.  THE STATION IS 2.4 M (7.9 FT) SOUTH OF THE
 AI6166'FACE OF THE CURB ON THE SOUTH SIDE OF THE EASTBOUND LANES OF THE
 AI6166'ENTRANCE ROAD, 66.4 M (217.8 FT) WEST OF THE CENTERLINE OF COUNTY
 AI6166'HIGHWAY P, 43.9 M (144.0 FT) EAST OF THE CENTER OF A STORM SEWER
 AI6166'INLET, 38.9 M (127.6 FT) WEST OF THE SOUTH END OF A .12 M (0.39 FT)
 AI6166'DIAMETER REINFORCED CONCRETE CULVERT PIPE, 37.5 M (123.0 FT) SOUTHWEST
 AI6166'OF THE SOUTHWEST CORNER OF UNDERGROUND POWER PEDESTAL --LB7025--, AND
 AI6166'1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI6166'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI6166'ABOVE THE HORIZON.
 AI6166
 AI6166                          STATION RECOVERY (2003)
 AI6166
 AI6166'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6166'RECOVERED IN GOOD CONDITION.
 AI6166
 AI6166                          STATION RECOVERY (2006)
 AI6166
 AI6166'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6166'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 25.7 M SOUTHEAST OF
 AI6166'THE WEST END OF A MEDIAN STRIP AND 19.4 M SOUTHEAST OF A LIGHT POLE
 AI6166'WITH A --KEEP RIGHT-- SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6167 ***********************************************************************
 AI6167  DESIGNATION -  2X49
 AI6167  PID         -  AI6167
 AI6167  STATE/COUNTY-  WI/WASHINGTON
 AI6167  COUNTRY     -  US
 AI6167  USGS QUAD   -  JACKSON (2018)
 AI6167
 AI6167                         *CURRENT SURVEY CONTROL
 AI6167  ______________________________________________________________________
 AI6167* NAD 83(1986) POSITION- 43 22 07.10   (N) 088 10 47.69   (W)   HD_HELD1
 AI6167* NAVD 88 ORTHO HEIGHT -   306.392 (meters)     1005.22  (feet) ADJUSTED
 AI6167  ______________________________________________________________________
 AI6167  GEOID HEIGHT    -        -34.935 (meters)                     GEOID18
 AI6167  DYNAMIC HEIGHT  -        306.320 (meters)     1004.98  (feet) COMP
 AI6167  MODELED GRAVITY -    980,377.2   (mgal)                       NAVD 88
 AI6167
 AI6167  VERT ORDER      -  SECOND    CLASS I
 AI6167
 AI6167.The horizontal coordinates were determined by differentially corrected
 AI6167.hand held GPS observations or other comparable positioning techniques
 AI6167.and have an estimated accuracy of +/- 3 meters.
 AI6167
 AI6167.The orthometric height was determined by differential leveling and
 AI6167.adjusted by the WI DEPT OF TRANSP
 AI6167.in May 2012.
 AI6167
 AI6167.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6167.GEOID18 height accuracy estimate available here.
 AI6167
 AI6167.Click photographs - Photos may exist for this station.
 AI6167
 AI6167.The dynamic height is computed by dividing the NAVD 88
 AI6167.geopotential number by the normal gravity value computed on the
 AI6167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6167.degrees latitude (g = 980.6199 gals.).
 AI6167
 AI6167.The modeled gravity was interpolated from observed gravity values.
 AI6167
 AI6167;                    North         East    Units  Estimated Accuracy
 AI6167;SPC WI S     -   153,652.3     747,499.6     MT  (+/- 3 meters HH1 GPS) 
 AI6167
 AI6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0440302428(NAD 83)
 AI6167
 AI6167                          SUPERSEDED SURVEY CONTROL
 AI6167
 AI6167  NAVD 88 (04/20/07)  306.366  (m)         1005.14   (f) SUPERSEDED  2 1
 AI6167  NAVD 88 (10/20/00)  306.330  (m)         1005.02   (f) SUPERSEDED  2 1
 AI6167
 AI6167.Superseded values are not recommended for survey control.
 AI6167
 AI6167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6167.See file dsdata.pdf to determine how the superseded data were derived.
 AI6167
 AI6167_MARKER: DD = SURVEY DISK
 AI6167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6167_STAMPING: 2X49 1999
 AI6167_MARK LOGO: WIDT
 AI6167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6167+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 AI6167
 AI6167  HISTORY     - Date     Condition        Report By
 AI6167  HISTORY     - 1999     MONUMENTED       WIDT
 AI6167  HISTORY     - 20031109 GOOD             USPSQD
 AI6167  HISTORY     - 20060608 GOOD             WIDT
 AI6167
 AI6167                          STATION DESCRIPTION
 AI6167
 AI6167'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6167'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH OF WEST BEND AND
 AI6167'4.83 KM (3.00 MI) NORTH-NORTHWEST OF JACKSON.  OWNERSHIP--WASHINGTON
 AI6167'COUNTY.  TO REACH THE STATION FROM THE FROM THE JUNCTION OF US HIGHWAY
 AI6167'45 WITH STATE HIGHWAY 60 ABOUT 1.61 KM (1.00 MI) WEST OF THE VILLAGE
 AI6167'OF JACKSON, GO EAST ON STATE HIGHWAY 60 FOR 0.48 KM (0.30 MI) TO
 AI6167'COUNTY HIGHWAY P, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY P FOR 4.83
 AI6167'KM (3.00 MI) TO COUNTY HIGHWAY NN, TURN RIGHT AND GO EAST ON COUNTY
 AI6167'HIGHWAY NN FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT. THE
 AI6167'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6167'SURVEY CONTROL STATION DISK STAMPED --2X49 1999-- AND SET IN THE TOP
 AI6167'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6167'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.3 M (46.9
 AI6167'FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY NN, 36.9 M (121.1 FT)
 AI6167'EAST-NORTHEAST OF A METAL POST FOR A --R/W-- SIGN, 35.1 M (115.2 FT)
 AI6167'SOUTHEAST OF UTILITY POLE --93-03078 55-4--, 34.7 M (113.8 FT)
 AI6167'EAST-SOUTHEAST OF A WOOD TRAFFIC SIGN POST --EAST COUNTY NN--, 5 M
 AI6167'(16.4 FT) WEST OF THE CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M (3.3
 AI6167'FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI6167'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6167'HORIZON EXCEPT FOR TWO UTILITY POLES EXTENDING TO 21 DEGREES ABOVE THE
 AI6167'HORIZON.
 AI6167
 AI6167                          STATION RECOVERY (2003)
 AI6167
 AI6167'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6167'RECOVERED IN GOOD CONDITION.
 AI6167
 AI6167                          STATION RECOVERY (2006)
 AI6167
 AI6167'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6167'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 23.5 M
 AI6167'SOUTH-SOUTHEAST OF A --NO PASSING ZONE-- SIGN POST AND 1.0 M NORTH,
 AI6167'1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 AI6167'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9549 ***********************************************************************
 DF9549  DESIGNATION -  2X50
 DF9549  PID         -  DF9549
 DF9549  STATE/COUNTY-  WI/WAUKESHA
 DF9549  COUNTRY     -  US
 DF9549  USGS QUAD   -  SUSSEX (2018)
 DF9549
 DF9549                         *CURRENT SURVEY CONTROL
 DF9549  ______________________________________________________________________
 DF9549* NAD 83(1986) POSITION- 43 10 41.3    (N) 088 12 46.1    (W)   HD_HELD2
 DF9549* NAVD 88 ORTHO HEIGHT -   294.767 (meters)      967.08  (feet) ADJUSTED
 DF9549  ______________________________________________________________________
 DF9549  GEOID HEIGHT    -        -34.796 (meters)                     GEOID18
 DF9549  DYNAMIC HEIGHT  -        294.692 (meters)      966.84  (feet) COMP
 DF9549  MODELED GRAVITY -    980,360.4   (mgal)                       NAVD 88
 DF9549
 DF9549  VERT ORDER      -  SECOND    CLASS I
 DF9549
 DF9549.The horizontal coordinates were established by autonomous hand held GPS
 DF9549.observations and have an estimated accuracy of +/- 10 meters.
 DF9549
 DF9549.The orthometric height was determined by differential leveling and
 DF9549.adjusted by the WI DEPT OF TRANSP
 DF9549.in May 2012.
 DF9549
 DF9549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9549.GEOID18 height accuracy estimate available here.
 DF9549
 DF9549.Click photographs - Photos may exist for this station.
 DF9549
 DF9549.The dynamic height is computed by dividing the NAVD 88
 DF9549.geopotential number by the normal gravity value computed on the
 DF9549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9549.degrees latitude (g = 980.6199 gals.).
 DF9549
 DF9549.The modeled gravity was interpolated from observed gravity values.
 DF9549
 DF9549;                    North         East    Units  Estimated Accuracy
 DF9549;SPC WI S     -   132,437.      745,288.      MT  (+/- 10 meters HH2 GPS)
 DF9549
 DF9549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0143181311(NAD 83)
 DF9549
 DF9549                          SUPERSEDED SURVEY CONTROL
 DF9549
 DF9549  NAVD 88 (04/20/07)  294.741  (m)          967.00   (f) SUPERSEDED  2 1
 DF9549  NAVD 88 (02/25/04)  294.721  (m)          966.93   (f) SUPERSEDED  2 1
 DF9549
 DF9549.Superseded values are not recommended for survey control.
 DF9549
 DF9549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9549.See file dsdata.pdf to determine how the superseded data were derived.
 DF9549
 DF9549_MARKER: DD = SURVEY DISK
 DF9549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9549_STAMPING: 2X50 2002
 DF9549_MARK LOGO: WIDT
 DF9549_PROJECTION: FLUSH
 DF9549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9549+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9549
 DF9549  HISTORY     - Date     Condition        Report By
 DF9549  HISTORY     - 2001     MONUMENTED       WIDT
 DF9549  HISTORY     - 20060821 GOOD             WIDT
 DF9549
 DF9549                          STATION DESCRIPTION
 DF9549
 DF9549'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9549'THE STATION IS LOCATED ABOUT 20 KM SOUTHEAST OF HARTFORD, 8 KM WEST
 DF9549'OF MENOMONEE FALLS, AND 5 KM NORTH OF SUSSEX.  OWNERSHIP--TOWN OF
 DF9549'LISBON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 164
 DF9549'WITH STATE HIGHWAY 167 ABOUT 12 KM SOUTHEAST OF THE CITY OF HARTFORD,
 DF9549'GO SOUTH ON STATE HIGHWAY 164 FOR 6.5 KM TO COUNTY HIGHWAY Q, TURN
 DF9549'LEFT AND GO EAST ON COUNTY HIGHWAY Q FOR 3.2 KM TO NORTH ROAD ON THE
 DF9549'RIGHT, TURN RIGHT AND GO SOUTH ON NORTH ROAD FOR 1.6 KM TO NORTH
 DF9549'LISBON ROAD, TURN LEFT AND GO EAST ON NORTH LISBON ROAD FOR 0.8 KM TO
 DF9549'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9549'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9549'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M
 DF9549'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.9 M
 DF9549'SOUTH-SOUTHWEST OF THE CENTERLINE OF NORTH LISBON ROAD, 23.3 M
 DF9549'SOUTHEAST OF A METAL POST FOR A --NO THRU TRUCKS OVER 3 TONS-- SIGN,
 DF9549'21.3 M SOUTHWEST OF A WOOD POST FOR A TRAFFIC SIGN, AND 16.8 M
 DF9549'WEST-NORTHWEST OF THE CENTERLINE OF WOODSIDE ROAD.  ---NOTE---THE
 DF9549'STATION IS WEST, EAST AND NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9549'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9549'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES AND A POWER POLE
 DF9549'TO THE NORTH EXTENDING TO 30 DEGREES.
 DF9549
 DF9549                          STATION RECOVERY (2006)
 DF9549
 DF9549'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9549'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 46.5 M
 DF9549'EAST-SOUTHEAST OF A --SPEED LIMIT 45-- AND --NO THRU TRUCKS OVER 3
 DF9549'TONS-- SIGN POST, 21.3 M SOUTHWEST OF A --DOUBLE ARROW-- WOOD SIGN
 DF9549'POST, 16.5 M NORTHWEST OF A --LISBON TOWN HALL ARROW-- GREEN METAL
 DF9549'SIGN POST AND 1.0 M WEST AND 1.0 M EAST OF TWO WHITE PLASTIC WITNESS
 DF9549'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9548 ***********************************************************************
 DF9548  DESIGNATION -  2X51
 DF9548  PID         -  DF9548
 DF9548  STATE/COUNTY-  WI/WAUKESHA
 DF9548  COUNTRY     -  US
 DF9548  USGS QUAD   -  SUSSEX (2018)
 DF9548
 DF9548                         *CURRENT SURVEY CONTROL
 DF9548  ______________________________________________________________________
 DF9548* NAD 83(1986) POSITION- 43 10 58.9    (N) 088 13 20.6    (W)   HD_HELD2
 DF9548* NAVD 88 ORTHO HEIGHT -   299.200 (meters)      981.63  (feet) ADJUSTED
 DF9548  ______________________________________________________________________
 DF9548  GEOID HEIGHT    -        -34.787 (meters)                     GEOID18
 DF9548  DYNAMIC HEIGHT  -        299.125 (meters)      981.38  (feet) COMP
 DF9548  MODELED GRAVITY -    980,360.4   (mgal)                       NAVD 88
 DF9548
 DF9548  VERT ORDER      -  SECOND    CLASS I
 DF9548
 DF9548.The horizontal coordinates were established by autonomous hand held GPS
 DF9548.observations and have an estimated accuracy of +/- 10 meters.
 DF9548
 DF9548.The orthometric height was determined by differential leveling and
 DF9548.adjusted by the WI DEPT OF TRANSP
 DF9548.in May 2012.
 DF9548
 DF9548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9548.GEOID18 height accuracy estimate available here.
 DF9548
 DF9548.Click photographs - Photos may exist for this station.
 DF9548
 DF9548.The dynamic height is computed by dividing the NAVD 88
 DF9548.geopotential number by the normal gravity value computed on the
 DF9548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9548.degrees latitude (g = 980.6199 gals.).
 DF9548
 DF9548.The modeled gravity was interpolated from observed gravity values.
 DF9548
 DF9548;                    North         East    Units  Estimated Accuracy
 DF9548;SPC WI S     -   132,963.      744,498.      MT  (+/- 10 meters HH2 GPS)
 DF9548
 DF9548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0066081865(NAD 83)
 DF9548
 DF9548                          SUPERSEDED SURVEY CONTROL
 DF9548
 DF9548  NAVD 88 (04/20/07)  299.174  (m)          981.54   (f) SUPERSEDED  2 1
 DF9548  NAVD 88 (02/25/04)  299.152  (m)          981.47   (f) SUPERSEDED  2 1
 DF9548
 DF9548.Superseded values are not recommended for survey control.
 DF9548
 DF9548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9548.See file dsdata.pdf to determine how the superseded data were derived.
 DF9548
 DF9548_MARKER: DD = SURVEY DISK
 DF9548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9548_STAMPING: 2X51 2002
 DF9548_MARK LOGO: WIDT
 DF9548_PROJECTION: FLUSH
 DF9548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9548+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9548
 DF9548  HISTORY     - Date     Condition        Report By
 DF9548  HISTORY     - 2001     MONUMENTED       WIDT
 DF9548  HISTORY     - 20060821 GOOD             WIDT
 DF9548
 DF9548                          STATION DESCRIPTION
 DF9548
 DF9548'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9548'THE STATION IS LOCATED ABOUT 20 KM SOUTHEAST OF HARTFORD, 20 KM NORTH
 DF9548'OF WAUKESHA, AND 8 KM WEST OF MENOMONEE FALLS. OWNERSHIP--TOWN OF
 DF9548'LISBON. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 DF9548'COUNTY HIGHWAY Q (COUNTY LINE ROAD) IN THE VILLAGE OF MENOMONEE
 DF9548'FALLS, GO WEST ON COUNTY HIGHWAY Q (COUNTY LINE ROAD) FOR 8.1 KM TO
 DF9548'NORTH ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON NORTH ROAD FOR 1.1
 DF9548'KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9548'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9548'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.0 M
 DF9548'AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 6.7 M WEST OF
 DF9548'THE CENTERLINE OF NORTH ROAD, 40.1 M SOUTH OF THE CENTERLINE OF
 DF9548'CROOKED BRIDGE DRIVE, 14.4 M NORTHWEST OF POWER POLE --96-10618--,
 DF9548'AND 2 M EAST OF A FIELD.  ---NOTE---THE STATION IS 1.0 M EAST OF A
 DF9548'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF9548'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DF9548'EXCEPT FOR A POWER POLE TO THE SOUTHEAST EXTENDING TO 45 DEGREES.
 DF9548
 DF9548                          STATION RECOVERY (2006)
 DF9548
 DF9548'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9548'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DF9548'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6177 ***********************************************************************
 AI6177  DESIGNATION -  2X56
 AI6177  PID         -  AI6177
 AI6177  STATE/COUNTY-  WI/WASHINGTON
 AI6177  COUNTRY     -  US
 AI6177  USGS QUAD   -  WEST BEND (2018)
 AI6177
 AI6177                         *CURRENT SURVEY CONTROL
 AI6177  ______________________________________________________________________
 AI6177* NAD 83(1986) POSITION- 43 27 19.30   (N) 088 11 12.12   (W)   HD_HELD1
 AI6177* NAVD 88 ORTHO HEIGHT -   285.909 (meters)      938.02  (feet) ADJUSTED
 AI6177  ______________________________________________________________________
 AI6177  GEOID HEIGHT    -        -35.008 (meters)                     GEOID18
 AI6177  DYNAMIC HEIGHT  -        285.844 (meters)      937.81  (feet) COMP
 AI6177  MODELED GRAVITY -    980,386.8   (mgal)                       NAVD 88
 AI6177
 AI6177  VERT ORDER      -  SECOND    CLASS I
 AI6177
 AI6177.The horizontal coordinates were determined by differentially corrected
 AI6177.hand held GPS observations or other comparable positioning techniques
 AI6177.and have an estimated accuracy of +/- 3 meters.
 AI6177
 AI6177.The orthometric height was determined by differential leveling and
 AI6177.adjusted by the WI DEPT OF TRANSP
 AI6177.in May 2012.
 AI6177
 AI6177.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6177.GEOID18 height accuracy estimate available here.
 AI6177
 AI6177.Click photographs - Photos may exist for this station.
 AI6177
 AI6177.The dynamic height is computed by dividing the NAVD 88
 AI6177.geopotential number by the normal gravity value computed on the
 AI6177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6177.degrees latitude (g = 980.6199 gals.).
 AI6177
 AI6177.The modeled gravity was interpolated from observed gravity values.
 AI6177
 AI6177;                    North         East    Units  Estimated Accuracy
 AI6177;SPC WI S     -   163,272.3     746,740.3     MT  (+/- 3 meters HH1 GPS) 
 AI6177
 AI6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0399112067(NAD 83)
 AI6177
 AI6177                          SUPERSEDED SURVEY CONTROL
 AI6177
 AI6177  NAVD 88 (04/20/07)  285.883  (m)          937.93   (f) SUPERSEDED  2 1
 AI6177  NAVD 88 (10/20/00)  285.856  (m)          937.85   (f) SUPERSEDED  2 1
 AI6177
 AI6177.Superseded values are not recommended for survey control.
 AI6177
 AI6177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6177.See file dsdata.pdf to determine how the superseded data were derived.
 AI6177
 AI6177_MARKER: DD = SURVEY DISK
 AI6177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6177_STAMPING: 2X56 1999
 AI6177_MARK LOGO: WIDT
 AI6177_PROJECTION: FLUSH
 AI6177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6177+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AI6177
 AI6177  HISTORY     - Date     Condition        Report By
 AI6177  HISTORY     - 1999     MONUMENTED       WIDT
 AI6177  HISTORY     - 20031108 GOOD             USPSQD
 AI6177  HISTORY     - 20060522 GOOD             WIDT
 AI6177  HISTORY     - 20161005 GOOD             WIDT
 AI6177
 AI6177                          STATION DESCRIPTION
 AI6177
 AI6177'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6177'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF WEST BEND.
 AI6177'OWNERSHIP--TOWN OF BARTON.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6177'US HIGHWAY 45 WITH STATE HIGHWAY 33 (WASHINGTON STREET) IN THE CITY OF
 AI6177'WEST BEND, GO NORTH ON US HIGHWAY 45 FOR 3.2 KM (2.00 MI) TO COUNTY
 AI6177'HIGHWAY D, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY D FOR 0.3 KM (0.20
 AI6177'MI) TO LIGHTHOUSE LANE ON THE LEFT, TURN LEFT AND GO NORTHEAST ON
 AI6177'LIGHTHOUSE LANE FOR 0.3 KM (0.20 MI) TO NEWARK DRIVE ON THE RIGHT AND
 AI6177'KETTLE MORAINE ROAD ON THE LEFT, TURN RIGHT AND GO EAST ON NEWARK
 AI6177'DRIVE FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT. THE STATION IS
 AI6177'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 AI6177'CONTROL STATION DISK STAMPED --2X56 1999-- AND SET IN THE TOP OF A 41
 AI6177'CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI6177'0.5 M (1.6 FT) ABOVE THE ROAD PAVEMENT.  THE STATION IS 7.8 M (25.6
 AI6177'FT) NORTH OF THE CENTERLINE OF NEWARK DRIVE, 87 M (285.4 FT) EAST OF
 AI6177'TELEPHONE PEDESTAL --15--, 29.0 M (95.1 FT) NORTHEAST OF THE CENTER OF
 AI6177'A 0.25 M (0.82 FT) DIAMETER ELM TREE, 23.9 M (78.4 FT) NORTHWEST OF
 AI6177'POWER POLE --86-09099 35-5--, 4.0 M (13.1 FT) WEST OF THE CENTERLINE
 AI6177'OF A FIELD ENTRANCE, AND 0.7 M (2.3 FT) SOUTH OF A WHITE PLASTIC
 AI6177'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI6177'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6177
 AI6177                          STATION RECOVERY (2003)
 AI6177
 AI6177'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6177'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 0.4 MILE (NOT 0.4
 AI6177'KM) EAST OF LIGHTHOUSE LANE ON NEWARK DRIVE.
 AI6177
 AI6177                          STATION RECOVERY (2006)
 AI6177
 AI6177'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6177'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE WEST OF
 AI6177'SALISBURY ROAD AND 0.7 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST
 AI6177'OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- VISIBLE OBSTRUCTIONS AT
 AI6177'THIS STATION ARE TREES TO THE NORTHEAST EXTENDING TO 40 DEGREES ABOVE
 AI6177'THE HORIZON.
 AI6177
 AI6177                          STATION RECOVERY (2016)
 AI6177
 AI6177'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6177'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6178 ***********************************************************************
 AI6178  DESIGNATION -  2X57
 AI6178  PID         -  AI6178
 AI6178  STATE/COUNTY-  WI/WASHINGTON
 AI6178  COUNTRY     -  US
 AI6178  USGS QUAD   -  WEST BEND (2018)
 AI6178
 AI6178                         *CURRENT SURVEY CONTROL
 AI6178  ______________________________________________________________________
 AI6178* NAD 83(1986) POSITION- 43 27 18.03   (N) 088 12 25.44   (W)   HD_HELD1
 AI6178* NAVD 88 ORTHO HEIGHT -   288.678 (meters)      947.10  (feet) ADJUSTED
 AI6178  ______________________________________________________________________
 AI6178  GEOID HEIGHT    -        -34.994 (meters)                     GEOID18
 AI6178  DYNAMIC HEIGHT  -        288.612 (meters)      946.89  (feet) COMP
 AI6178  MODELED GRAVITY -    980,384.5   (mgal)                       NAVD 88
 AI6178
 AI6178  VERT ORDER      -  SECOND    CLASS I
 AI6178
 AI6178.The horizontal coordinates were determined by differentially corrected
 AI6178.hand held GPS observations or other comparable positioning techniques
 AI6178.and have an estimated accuracy of +/- 3 meters.
 AI6178
 AI6178.The orthometric height was determined by differential leveling and
 AI6178.adjusted by the NATIONAL GEODETIC SURVEY
 AI6178.in April 2017.
 AI6178
 AI6178.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6178.GEOID18 height accuracy estimate available here.
 AI6178
 AI6178.Click photographs - Photos may exist for this station.
 AI6178
 AI6178.The dynamic height is computed by dividing the NAVD 88
 AI6178.geopotential number by the normal gravity value computed on the
 AI6178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6178.degrees latitude (g = 980.6199 gals.).
 AI6178
 AI6178.The modeled gravity was interpolated from observed gravity values.
 AI6178
 AI6178;                    North         East    Units  Estimated Accuracy
 AI6178;SPC WI S     -   163,197.5     745,093.2     MT  (+/- 3 meters HH1 GPS) 
 AI6178
 AI6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0234212052(NAD 83)
 AI6178
 AI6178                          SUPERSEDED SURVEY CONTROL
 AI6178
 AI6178  NAVD 88 (05/08/12)  288.685  (m)          947.13   (f) SUPERSEDED  2 1
 AI6178  NAVD 88 (04/20/07)  288.658  (m)          947.04   (f) SUPERSEDED  2 1
 AI6178  NAVD 88 (10/20/00)  288.633  (m)          946.96   (f) SUPERSEDED  2 1
 AI6178
 AI6178.Superseded values are not recommended for survey control.
 AI6178
 AI6178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6178.See file dsdata.pdf to determine how the superseded data were derived.
 AI6178
 AI6178_MARKER: DD = SURVEY DISK
 AI6178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6178_STAMPING: 2X57 1999
 AI6178_MARK LOGO: WIDT
 AI6178_PROJECTION: FLUSH
 AI6178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6178+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AI6178
 AI6178  HISTORY     - Date     Condition        Report By
 AI6178  HISTORY     - 1999     MONUMENTED       WIDT
 AI6178  HISTORY     - 20031121 GOOD             USPSQD
 AI6178  HISTORY     - 20060522 GOOD             WIDT
 AI6178  HISTORY     - 20161005 GOOD             WIDT
 AI6178
 AI6178                          STATION DESCRIPTION
 AI6178
 AI6178'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6178'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF WEST BEND.
 AI6178'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6178'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 33
 AI6178'(WASHINGTON STREET) IN THE CITY OF WEST BEND, GO NORTH ON US HIGHWAY
 AI6178'45 FOR 3.2 KM (2.00 MI) TO COUNTY HIGHWAY D, TURN LEFT AND GO WEST ON
 AI6178'COUNTY HIGHWAY D FOR 0.3 KM (0.20 MI) TO THE SOUTH BOUND ON-RAMP TO US
 AI6178'HIGHWAY 45, TURN LEFT AND GO SOUTH ON THE SOUTH BOUND ON-RAMP FOR 0.08
 AI6178'KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6178'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6178'DISK STAMPED --2X57 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6178'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2 M (6.6 FT)
 AI6178'ABOVE THE ROAD PAVEMENT.  THE STATION IS 22.1 M (72.5 FT) WEST OF THE
 AI6178'CENTERLINE OF THE SOUTH BOUND ON-RAMP , 56 M (183.7 FT) SOUTH OF THE
 AI6178'CENTERLINE OF THE TWO EAST BOUND LANES OF COUNTY HIGHWAY D, 17.3 M
 AI6178'(56.8 FT) SOUTHWEST OF A WOOD TRAFFIC SIGN POST --PEDESTRIANS
 AI6178'PROHIBITED--, 9.5 M (31.2 FT) EAST OF THE METAL CORNER POST OF A CHAIN
 AI6178'LINK FENCE, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI6178'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6178'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6178
 AI6178                          STATION RECOVERY (2003)
 AI6178
 AI6178'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6178'RECOVERED IN GOOD CONDITION.
 AI6178
 AI6178                          STATION RECOVERY (2006)
 AI6178
 AI6178'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6178'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 AI6178'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6178
 AI6178                          STATION RECOVERY (2016)
 AI6178
 AI6178'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6178'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6179 ***********************************************************************
 AI6179  DESIGNATION -  2X58
 AI6179  PID         -  AI6179
 AI6179  STATE/COUNTY-  WI/WASHINGTON
 AI6179  COUNTRY     -  US
 AI6179  USGS QUAD   -  WEST BEND (2018)
 AI6179
 AI6179                         *CURRENT SURVEY CONTROL
 AI6179  ______________________________________________________________________
 AI6179* NAD 83(1986) POSITION- 43 28 06.59   (N) 088 12 28.37   (W)   HD_HELD1
 AI6179* NAVD 88 ORTHO HEIGHT -   286.319 (meters)      939.36  (feet) ADJUSTED
 AI6179  ______________________________________________________________________
 AI6179  GEOID HEIGHT    -        -35.014 (meters)                     GEOID18
 AI6179  DYNAMIC HEIGHT  -        286.255 (meters)      939.15  (feet) COMP
 AI6179  MODELED GRAVITY -    980,385.6   (mgal)                       NAVD 88
 AI6179
 AI6179  VERT ORDER      -  SECOND    CLASS I
 AI6179
 AI6179.The horizontal coordinates were determined by differentially corrected
 AI6179.hand held GPS observations or other comparable positioning techniques
 AI6179.and have an estimated accuracy of +/- 3 meters.
 AI6179
 AI6179.The orthometric height was determined by differential leveling and
 AI6179.adjusted by the WI DEPT OF TRANSP
 AI6179.in May 2012.
 AI6179
 AI6179.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6179.GEOID18 height accuracy estimate available here.
 AI6179
 AI6179.Click photographs - Photos may exist for this station.
 AI6179
 AI6179.The dynamic height is computed by dividing the NAVD 88
 AI6179.geopotential number by the normal gravity value computed on the
 AI6179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6179.degrees latitude (g = 980.6199 gals.).
 AI6179
 AI6179.The modeled gravity was interpolated from observed gravity values.
 AI6179
 AI6179;                    North         East    Units  Estimated Accuracy
 AI6179;SPC WI S     -   164,694.3     744,995.2     MT  (+/- 3 meters HH1 GPS) 
 AI6179
 AI6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0229813551(NAD 83)
 AI6179
 AI6179                          SUPERSEDED SURVEY CONTROL
 AI6179
 AI6179  NAVD 88 (04/20/07)  286.293  (m)          939.28   (f) SUPERSEDED  2 1
 AI6179  NAVD 88 (10/20/00)  286.269  (m)          939.20   (f) SUPERSEDED  2 1
 AI6179
 AI6179.Superseded values are not recommended for survey control.
 AI6179
 AI6179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6179.See file dsdata.pdf to determine how the superseded data were derived.
 AI6179
 AI6179_MARKER: DD = SURVEY DISK
 AI6179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6179_STAMPING: 2X58 1999
 AI6179_MARK LOGO: WIDT
 AI6179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6179+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 AI6179
 AI6179  HISTORY     - Date     Condition        Report By
 AI6179  HISTORY     - 1999     MONUMENTED       WIDT
 AI6179  HISTORY     - 20031108 GOOD             USPSQD
 AI6179  HISTORY     - 20060522 GOOD             WIDT
 AI6179
 AI6179                          STATION DESCRIPTION
 AI6179
 AI6179'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6179'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH OF WEST BEND.
 AI6179'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6179'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 33
 AI6179'(WASHINGTON STREET) IN THE CITY OF WEST BEND, GO NORTH ON US HIGHWAY
 AI6179'45 FOR 3.2 KM (2.00 MI) TO COUNTY HIGHWAY D, CONTINUE NORTH ON US
 AI6179'HIGHWAY 45 FOR 1.4 KM (0.85 MI) TO FRIENDLY DRIVE ON THE LEFT, TURN
 AI6179'LEFT AND GO WEST FOR 40 M (131.2 FT) TO THE STATION ON THE RIGHT. THE
 AI6179'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6179'SURVEY CONTROL STATION DISK STAMPED --2X58 1999-- AND SET IN THE TOP
 AI6179'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6179'ABOUT 1.0 M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 15.3 M
 AI6179'(50.2 FT) NORTH OF THE CENTERLINE OF FRIENDLY DRIVE, 38.9 M (127.6 FT)
 AI6179'WEST OF THE CENTERLINE OF THE TWO SOUTH BOUND LANES OF US HIGHWAY 45,
 AI6179'19.5 M (64.0 FT) WEST OF THE TOP CENTER OF THE NORTH END OF A 0.5 M
 AI6179'(1.6 FT) DIAMETER CORRUGATED METAL CULVERT PIPE, 3.8 M (12.5 FT)
 AI6179'NORTHEAST OF THE END WOOD POST OF A RIGHT-OF-WAY FENCE, 1.7 M (5.6 FT)
 AI6179'EAST OF A WOOD RIGHT-OF-WAY POST, AND 1.0 M (3.3 FT) SOUTH OF A WHITE
 AI6179'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6179'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6179
 AI6179                          STATION RECOVERY (2003)
 AI6179
 AI6179'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6179'RECOVERED IN GOOD CONDITION.
 AI6179
 AI6179                          STATION RECOVERY (2006)
 AI6179
 AI6179'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6179'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 AI6179'NORTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6180 ***********************************************************************
 AI6180  DESIGNATION -  2X59
 AI6180  PID         -  AI6180
 AI6180  STATE/COUNTY-  WI/WASHINGTON
 AI6180  COUNTRY     -  US
 AI6180  USGS QUAD   -  WEST BEND (2018)
 AI6180
 AI6180                         *CURRENT SURVEY CONTROL
 AI6180  ______________________________________________________________________
 AI6180* NAD 83(1986) POSITION- 43 29 15.24   (N) 088 12 16.68   (W)   HD_HELD1
 AI6180* NAVD 88 ORTHO HEIGHT -   296.763 (meters)      973.63  (feet) ADJUSTED
 AI6180  ______________________________________________________________________
 AI6180  GEOID HEIGHT    -        -35.048 (meters)                     GEOID18
 AI6180  DYNAMIC HEIGHT  -        296.696 (meters)      973.41  (feet) COMP
 AI6180  MODELED GRAVITY -    980,387.5   (mgal)                       NAVD 88
 AI6180
 AI6180  VERT ORDER      -  SECOND    CLASS I
 AI6180
 AI6180.The horizontal coordinates were determined by differentially corrected
 AI6180.hand held GPS observations or other comparable positioning techniques
 AI6180.and have an estimated accuracy of +/- 3 meters.
 AI6180
 AI6180.The orthometric height was determined by differential leveling and
 AI6180.adjusted by the WI DEPT OF TRANSP
 AI6180.in May 2012.
 AI6180
 AI6180.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6180.GEOID18 height accuracy estimate available here.
 AI6180
 AI6180.Click photographs - Photos may exist for this station.
 AI6180
 AI6180.The dynamic height is computed by dividing the NAVD 88
 AI6180.geopotential number by the normal gravity value computed on the
 AI6180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6180.degrees latitude (g = 980.6199 gals.).
 AI6180
 AI6180.The modeled gravity was interpolated from observed gravity values.
 AI6180
 AI6180;                    North         East    Units  Estimated Accuracy
 AI6180;SPC WI S     -   166,818.0     745,212.2     MT  (+/- 3 meters HH1 GPS) 
 AI6180
 AI6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0259115665(NAD 83)
 AI6180
 AI6180                          SUPERSEDED SURVEY CONTROL
 AI6180
 AI6180  NAVD 88 (04/20/07)  296.735  (m)          973.54   (f) SUPERSEDED  2 1
 AI6180  NAVD 88 (10/20/00)  296.714  (m)          973.47   (f) SUPERSEDED  2 1
 AI6180
 AI6180.Superseded values are not recommended for survey control.
 AI6180
 AI6180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6180.See file dsdata.pdf to determine how the superseded data were derived.
 AI6180
 AI6180_MARKER: DD = SURVEY DISK
 AI6180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6180_STAMPING: 2X59 1999
 AI6180_MARK LOGO: WIDT
 AI6180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6180+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 AI6180
 AI6180  HISTORY     - Date     Condition        Report By
 AI6180  HISTORY     - 1999     MONUMENTED       WIDT
 AI6180  HISTORY     - 20031108 GOOD             USPSQD
 AI6180  HISTORY     - 20060522 GOOD             WIDT
 AI6180
 AI6180                          STATION DESCRIPTION
 AI6180
 AI6180'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6180'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH OF WEST BEND AND
 AI6180'3.2 KM (2.00 MI) SOUTHEAST OF KEWASKUM.  OWNERSHIP--TOWN OF KEWASKUM.
 AI6180'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 AI6180'HIGHWAY 33 (WASHINGTON STREET) IN THE CITY OF WEST BEND, GO NORTH ON
 AI6180'US HIGHWAY 45 FOR 3.2 KM (2.00 MI) TO COUNTY HIGHWAY D, CONTINUE NORTH
 AI6180'ON US HIGHWAY 45 FOR 1.4 KM (0.85 MI) TO SANDY RIDGE ROAD ON THE
 AI6180'RIGHT, TURN RIGHT AND GO NORTHEAST ON SANDY RIDGE ROAD FOR 2.1 KM
 AI6180'(1.30 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6180'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6180'DISK STAMPED --2X59 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6180'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6180'ROAD PAVEMENT.  THE STATION IS 7.6 M (24.9 FT) EAST OF THE CENTERLINE
 AI6180'OF SANDY RIDGE ROAD, 0.2 KM (0.10 MI) NORTH OF PRIVATE ENTRANCE
 AI6180'--8134--, .05 MI (0.08 KM) SOUTH OF PRIVATE ENTRANCE --8259--, 20.5 M
 AI6180'(67.3 FT) SOUTHEAST OF THE CENTER OF A 0.4 M (1.3 FT) DIAMETER TRIPLE
 AI6180'POPLAR TREE, 5 M (16.4 FT) WEST OF A CULTIVATED FIELD, AND 1.0 M (3.3
 AI6180'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI6180'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6180'HORIZON EXCEPT FOR THE REFERENCED TREE IN THE NORTHWEST QUADRANT
 AI6180'EXTENDING TO 25 DEGREES.
 AI6180
 AI6180                          STATION RECOVERY (2003)
 AI6180
 AI6180'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6180'RECOVERED IN GOOD CONDITION.
 AI6180
 AI6180                          STATION RECOVERY (2006)
 AI6180
 AI6180'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6180'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 AI6180'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6169 ***********************************************************************
 AI6169  DESIGNATION -  2X82
 AI6169  PID         -  AI6169
 AI6169  STATE/COUNTY-  WI/WASHINGTON
 AI6169  COUNTRY     -  US
 AI6169  USGS QUAD   -  WEST BEND (2018)
 AI6169
 AI6169                         *CURRENT SURVEY CONTROL
 AI6169  ______________________________________________________________________
 AI6169* NAD 83(1986) POSITION- 43 22 54.4    (N) 088 09 39.8    (W)   HD_HELD2
 AI6169* NAVD 88 ORTHO HEIGHT -   289.947 (meters)      951.27  (feet) ADJUSTED
 AI6169  ______________________________________________________________________
 AI6169  GEOID HEIGHT    -        -34.960 (meters)                     GEOID18
 AI6169  DYNAMIC HEIGHT  -        289.880 (meters)      951.05  (feet) COMP
 AI6169  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 AI6169
 AI6169  VERT ORDER      -  SECOND    CLASS I
 AI6169
 AI6169.The horizontal coordinates were established by autonomous hand held GPS
 AI6169.observations and have an estimated accuracy of +/- 10 meters.
 AI6169
 AI6169.The orthometric height was determined by differential leveling and
 AI6169.adjusted by the WI DEPT OF TRANSP
 AI6169.in May 2012.
 AI6169
 AI6169.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6169.GEOID18 height accuracy estimate available here.
 AI6169
 AI6169.Click photographs - Photos may exist for this station.
 AI6169
 AI6169.The dynamic height is computed by dividing the NAVD 88
 AI6169.geopotential number by the normal gravity value computed on the
 AI6169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6169.degrees latitude (g = 980.6199 gals.).
 AI6169
 AI6169.The modeled gravity was interpolated from observed gravity values.
 AI6169
 AI6169;                    North         East    Units  Estimated Accuracy
 AI6169;SPC WI S     -   155,145.      748,995.      MT  (+/- 10 meters HH2 GPS)
 AI6169
 AI6169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0595103866(NAD 83)
 AI6169
 AI6169                          SUPERSEDED SURVEY CONTROL
 AI6169
 AI6169  NAVD 88 (04/20/07)  289.922  (m)          951.19   (f) SUPERSEDED  2 1
 AI6169  NAVD 88 (10/20/00)  289.888  (m)          951.07   (f) SUPERSEDED  2 1
 AI6169
 AI6169.Superseded values are not recommended for survey control.
 AI6169
 AI6169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6169.See file dsdata.pdf to determine how the superseded data were derived.
 AI6169
 AI6169_MARKER: DD = SURVEY DISK
 AI6169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6169_STAMPING: 2X82 1999
 AI6169_MARK LOGO: WIDT
 AI6169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6169+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 AI6169
 AI6169  HISTORY     - Date     Condition        Report By
 AI6169  HISTORY     - 1999     MONUMENTED       WIDT
 AI6169  HISTORY     - 20031121 GOOD             USPSQD
 AI6169  HISTORY     - 20060601 GOOD             WIDT
 AI6169
 AI6169                          STATION DESCRIPTION
 AI6169
 AI6169'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6169'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF WEST BEND.
 AI6169'OWNERSHIP--WASHINGTON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 AI6169'OF US HIGHWAY 45 WITH STATE HIGHWAY 33 (WASHINGTON STREET) IN THE CITY
 AI6169'OF WEST BEND, GO EAST ON STATE HIGHWAY 33 (WASHINGTON STREET) FOR 3.9
 AI6169'KM (2.40 MI) TO RIVER ROAD, TURN RIGHT AND GO SOUTH ON RIVER ROAD FOR
 AI6169'1.6 KM (1.00 MI) TO COUNTY HIGHWAY I , DECORAH ROAD (RIGHT) AND COUNTY
 AI6169'HIGHWAY G (AHEAD) , CONTINUE SOUTH ON COUNTY HIGHWAY G FOR 3.2 KM
 AI6169'(2.00 MI) TO RUSCO ROAD, CONTINUE SOUTH ON COUNTY HIGHWAY G FOR 0.2 KM
 AI6169'(0.10 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6169'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6169'DISK STAMPED --2X82 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6169'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6169'HIGHWAY PAVEMENT.  THE STATION IS 11.3 M (37.1 FT) WEST OF THE
 AI6169'CENTERLINE OF COUNTY HIGHWAY G, 24.0 M (78.7 FT) WEST OF POWER POLE
 AI6169'--76-0020 40-5--, 3 M (9.8 FT) EAST OF A CULTIVATED FIELD, AND 1.0 M
 AI6169'(3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION
 AI6169'HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6169'HORIZON EXCEPT FOR THE REFERENCED POWER POLE IN THE EAST QUADRANT
 AI6169'EXTENDING TO 20 DEGREES.
 AI6169
 AI6169                          STATION RECOVERY (2003)
 AI6169
 AI6169'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6169'RECOVERED IN GOOD CONDITION.
 AI6169
 AI6169                          STATION RECOVERY (2006)
 AI6169
 AI6169'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6169'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 AI6169'SOUTHWEST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6169'NOTE-- THE DRAINAGE DITCH HAS EXPOSED 47 CM OF THE EAST SIDE OF THE
 AI6169'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6170 ***********************************************************************
 AI6170  DESIGNATION -  2X83
 AI6170  PID         -  AI6170
 AI6170  STATE/COUNTY-  WI/WASHINGTON
 AI6170  COUNTRY     -  US
 AI6170  USGS QUAD   -  WEST BEND (2018)
 AI6170
 AI6170                         *CURRENT SURVEY CONTROL
 AI6170  ______________________________________________________________________
 AI6170* NAD 83(1986) POSITION- 43 23 51.26   (N) 088 09 42.50   (W)   HD_HELD1
 AI6170* NAVD 88 ORTHO HEIGHT -   272.451 (meters)      893.87  (feet) ADJUSTED
 AI6170  ______________________________________________________________________
 AI6170  GEOID HEIGHT    -        -34.973 (meters)                     GEOID18
 AI6170  DYNAMIC HEIGHT  -        272.389 (meters)      893.66  (feet) COMP
 AI6170  MODELED GRAVITY -    980,382.7   (mgal)                       NAVD 88
 AI6170
 AI6170  VERT ORDER      -  SECOND    CLASS I
 AI6170
 AI6170.The horizontal coordinates were determined by differentially corrected
 AI6170.hand held GPS observations or other comparable positioning techniques
 AI6170.and have an estimated accuracy of +/- 3 meters.
 AI6170
 AI6170.The orthometric height was determined by differential leveling and
 AI6170.adjusted by the WI DEPT OF TRANSP
 AI6170.in May 2012.
 AI6170
 AI6170.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6170.GEOID18 height accuracy estimate available here.
 AI6170
 AI6170.Click photographs - Photos may exist for this station.
 AI6170
 AI6170.The dynamic height is computed by dividing the NAVD 88
 AI6170.geopotential number by the normal gravity value computed on the
 AI6170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6170.degrees latitude (g = 980.6199 gals.).
 AI6170
 AI6170.The modeled gravity was interpolated from observed gravity values.
 AI6170
 AI6170;                    North         East    Units  Estimated Accuracy
 AI6170;SPC WI S     -   156,898.0     748,896.0     MT  (+/- 3 meters HH1 GPS) 
 AI6170
 AI6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0591505621(NAD 83)
 AI6170
 AI6170                          SUPERSEDED SURVEY CONTROL
 AI6170
 AI6170  NAVD 88 (04/20/07)  272.425  (m)          893.78   (f) SUPERSEDED  2 1
 AI6170  NAVD 88 (10/20/00)  272.393  (m)          893.68   (f) SUPERSEDED  2 1
 AI6170
 AI6170.Superseded values are not recommended for survey control.
 AI6170
 AI6170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6170.See file dsdata.pdf to determine how the superseded data were derived.
 AI6170
 AI6170_MARKER: DD = SURVEY DISK
 AI6170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6170_STAMPING: 2X83 1999
 AI6170_MARK LOGO: WIDT
 AI6170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6170+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 AI6170
 AI6170  HISTORY     - Date     Condition        Report By
 AI6170  HISTORY     - 1999     MONUMENTED       WIDT
 AI6170  HISTORY     - 20031121 GOOD             USPSQD
 AI6170  HISTORY     - 20060601 GOOD             WIDT
 AI6170
 AI6170                          STATION DESCRIPTION
 AI6170
 AI6170'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6170'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF WEST BEND.
 AI6170'OWNERSHIP--WASHINGTON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 AI6170'OF US HIGHWAY 45 WITH STATE HIGHWAY 33 (WASHINGTON STREET) IN THE CITY
 AI6170'OF WEST BEND, GO EAST ON STATE HIGHWAY 33 (WASHINGTON STREET) FOR 3.9
 AI6170'KM (2.40 MI) TO RIVER ROAD, TURN RIGHT AND GO SOUTH ON RIVER ROAD FOR
 AI6170'1.6 KM (1.00 MI) TO COUNTY HIGHWAY I, DECORAH ROAD (RIGHT) AND COUNTY
 AI6170'HIGHWAY G (AHEAD) , CONTINUE SOUTH ON COUNTY HIGHWAY G FOR 1.6 KM
 AI6170'(1.00 MI) TO PARADISE ROAD, TURN RIGHT AND GO WEST ON PARADISE ROAD
 AI6170'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI6170'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6170'STATION DISK STAMPED --2X83 1999-- AND SET IN THE TOP OF A 41 CM
 AI6170'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M
 AI6170'(1.6 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 11.0 M (36.1 FT)
 AI6170'SOUTH OF THE CENTERLINE OF PARADISE ROAD, 45.0 M (147.6 FT) SOUTHWEST
 AI6170'OF THE SOUTHEAST MASONRY CORNER OF A CITGO GAS STATION, 37.8 M (124.0
 AI6170'FT) SOUTHEAST OF THE TOP CENTER OF THE SOUTH END OF A .81 M (2.66 FT)
 AI6170'DIAMETER CORRUGATED METAL CULVERT PIPE, 10.4 M (34.1 FT) EAST OF A
 AI6170'METAL SIGN POST --HIGH SCHOOL--, AND 0.6 M (2.0 FT) NORTH OF A WHITE
 AI6170'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6170'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6170
 AI6170                          STATION RECOVERY (2003)
 AI6170
 AI6170'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6170'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 69 FEET EAST
 AI6170'OF A --YIELD AHEAD-- SIGN POST.
 AI6170'NOTE 1- THERE IS NO HIGH SCHOOL SIGN PRESENT.
 AI6170'NOTE 2- LANDSCAPPING IN THE AREA FOR A NEW INTERSECTION HAS CAUSED THE
 AI6170'CONCRETE POST AND MONUMENT TO PROJECT ABOUT 10 INCHES ABOVE GROUND
 AI6170'LEVEL.
 AI6170'NOTE 3- RIVER ROAD SOUTH OF HIGHWAY 33 IS ALSO COUNTY HIGHWAY G.
 AI6170
 AI6170                          STATION RECOVERY (2006)
 AI6170
 AI6170'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6170'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 61.5 M WEST OF THE
 AI6170'CENTERLINE OF SOUTH RIVER ROAD, 22.5 M EAST OF A --YIELD AHEAD-- SIGN
 AI6170'POST, 16.0 M NORTHWEST OF TELEPHONE PEDESTAL --F 1301 P--, AND 0.6 M
 AI6170'NORTH, 1.0 M SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC
 AI6170'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6171 ***********************************************************************
 AI6171  DESIGNATION -  2X84
 AI6171  PID         -  AI6171
 AI6171  STATE/COUNTY-  WI/WASHINGTON
 AI6171  COUNTRY     -  US
 AI6171  USGS QUAD   -  WEST BEND (2018)
 AI6171
 AI6171                         *CURRENT SURVEY CONTROL
 AI6171  ______________________________________________________________________
 AI6171* NAD 83(1986) POSITION- 43 24 34.35   (N) 088 09 39.77   (W)   HD_HELD1
 AI6171* NAVD 88 ORTHO HEIGHT -   282.560 (meters)      927.03  (feet) ADJUSTED
 AI6171  ______________________________________________________________________
 AI6171  GEOID HEIGHT    -        -34.984 (meters)                     GEOID18
 AI6171  DYNAMIC HEIGHT  -        282.496 (meters)      926.82  (feet) COMP
 AI6171  MODELED GRAVITY -    980,384.5   (mgal)                       NAVD 88
 AI6171
 AI6171  VERT ORDER      -  SECOND    CLASS I
 AI6171
 AI6171.The horizontal coordinates were determined by differentially corrected
 AI6171.hand held GPS observations or other comparable positioning techniques
 AI6171.and have an estimated accuracy of +/- 3 meters.
 AI6171
 AI6171.The orthometric height was determined by differential leveling and
 AI6171.adjusted by the NATIONAL GEODETIC SURVEY
 AI6171.in April 2017.
 AI6171
 AI6171.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6171.GEOID18 height accuracy estimate available here.
 AI6171
 AI6171.Click photographs - Photos may exist for this station.
 AI6171
 AI6171.The dynamic height is computed by dividing the NAVD 88
 AI6171.geopotential number by the normal gravity value computed on the
 AI6171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6171.degrees latitude (g = 980.6199 gals.).
 AI6171
 AI6171.The modeled gravity was interpolated from observed gravity values.
 AI6171
 AI6171;                    North         East    Units  Estimated Accuracy
 AI6171;SPC WI S     -   158,228.8     748,928.1     MT  (+/- 3 meters HH1 GPS) 
 AI6171
 AI6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0599506949(NAD 83)
 AI6171
 AI6171                          SUPERSEDED SURVEY CONTROL
 AI6171
 AI6171  NAVD 88 (05/08/12)  282.567  (m)          927.06   (f) SUPERSEDED  2 1
 AI6171  NAVD 88 (04/20/07)  282.542  (m)          926.97   (f) SUPERSEDED  2 1
 AI6171  NAVD 88 (10/20/00)  282.510  (m)          926.87   (f) SUPERSEDED  2 1
 AI6171
 AI6171.Superseded values are not recommended for survey control.
 AI6171
 AI6171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6171.See file dsdata.pdf to determine how the superseded data were derived.
 AI6171
 AI6171_MARKER: DD = SURVEY DISK
 AI6171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6171_STAMPING: 2X84 1999
 AI6171_MARK LOGO: WIDT
 AI6171_PROJECTION: FLUSH
 AI6171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6171+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AI6171
 AI6171  HISTORY     - Date     Condition        Report By
 AI6171  HISTORY     - 1999     MONUMENTED       WIDT
 AI6171  HISTORY     - 20031121 GOOD             USPSQD
 AI6171  HISTORY     - 20060601 GOOD             WIDT
 AI6171  HISTORY     - 20161005 GOOD             WIDT
 AI6171
 AI6171                          STATION DESCRIPTION
 AI6171
 AI6171'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6171'THE STATION IS LOCATED IN WEST BEND.  OWNERSHIP--WASHINGTON COUNTY. TO
 AI6171'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 AI6171'HIGHWAY 33 (WASHINGTON STREET) IN THE CITY OF WEST BEND, GO EAST ON
 AI6171'STATE HIGHWAY 33 (WASHINGTON STREET) FOR 3.9 KM (2.40 MI) TO RIVER
 AI6171'ROAD, TURN RIGHT AND GO SOUTH ON RIVER ROAD FOR 1.6 KM (1.00 MI) TO
 AI6171'COUNTY HIGHWAY I , DECORAH ROAD (RIGHT) AND COUNTY HIGHWAY G (AHEAD) ,
 AI6171'CONTINUE SOUTH ON COUNTY HIGHWAY G FOR 0.3 KM (0.20 MI) TO THE STATION
 AI6171'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6171'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X84
 AI6171'1999-- AND SET IN THE TOP OF A 41 CM (16 INCH) DIAMETER CONCRETE POST
 AI6171'FLUSH WITH THE GROUND AND ABOUT 3 M (9.8 FT) ABOVE THE HIGHWAY
 AI6171'PAVEMENT.  THE STATION IS 15.4 M (50.5 FT) EAST OF THE CENTERLINE OF
 AI6171'COUNTY HIGHWAY G, 47.4 M (155.5 FT) SOUTHEAST OF A WOOD CORNER FENCE
 AI6171'POST, 41 M (134.5 FT) SOUTH OF THE EXTENDED CENTERLINE OF THE
 AI6171'SOUTHEAST ENTRANCE TO WEST BEND EAST HIGH SCHOOL, 29.9 M (98.1 FT)
 AI6171'NORTH-NORTHEAST OF A METAL TRAFFIC SIGN POST --JCT CTH I--, 23.2 M
 AI6171'(76.1 FT) NORTH OF A WOOD RIGHT-OF-WAY POST, AND 1.0 M (3.3 FT) WEST
 AI6171'OF A NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 AI6171'HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6171'HORIZON.
 AI6171
 AI6171                          STATION RECOVERY (2003)
 AI6171
 AI6171'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6171'RECOVERED IN GOOD CONDITION.
 AI6171
 AI6171                          STATION RECOVERY (2006)
 AI6171
 AI6171'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6171'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 AI6171'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6171
 AI6171                          STATION RECOVERY (2016)
 AI6171
 AI6171'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6171'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6172 ***********************************************************************
 AI6172  DESIGNATION -  2X85
 AI6172  PID         -  AI6172
 AI6172  STATE/COUNTY-  WI/WASHINGTON
 AI6172  COUNTRY     -  US
 AI6172  USGS QUAD   -  WEST BEND (2018)
 AI6172
 AI6172                         *CURRENT SURVEY CONTROL
 AI6172  ______________________________________________________________________
 AI6172* NAD 83(1986) POSITION- 43 25 33.75   (N) 088 09 41.45   (W)   HD_HELD1
 AI6172* NAVD 88 ORTHO HEIGHT -   270.354 (meters)      886.99  (feet) ADJUSTED
 AI6172  ______________________________________________________________________
 AI6172  GEOID HEIGHT    -        -34.998 (meters)                     GEOID18
 AI6172  DYNAMIC HEIGHT  -        270.293 (meters)      886.79  (feet) COMP
 AI6172  MODELED GRAVITY -    980,386.4   (mgal)                       NAVD 88
 AI6172
 AI6172  VERT ORDER      -  SECOND    CLASS I
 AI6172
 AI6172.The horizontal coordinates were determined by differentially corrected
 AI6172.hand held GPS observations or other comparable positioning techniques
 AI6172.and have an estimated accuracy of +/- 3 meters.
 AI6172
 AI6172.The orthometric height was determined by differential leveling and
 AI6172.adjusted by the WI DEPT OF TRANSP
 AI6172.in May 2012.
 AI6172
 AI6172.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6172.GEOID18 height accuracy estimate available here.
 AI6172
 AI6172.Click photographs - Photos may exist for this station.
 AI6172
 AI6172.The dynamic height is computed by dividing the NAVD 88
 AI6172.geopotential number by the normal gravity value computed on the
 AI6172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6172.degrees latitude (g = 980.6199 gals.).
 AI6172
 AI6172.The modeled gravity was interpolated from observed gravity values.
 AI6172
 AI6172;                    North         East    Units  Estimated Accuracy
 AI6172;SPC WI S     -   160,060.5     748,849.9     MT  (+/- 3 meters HH1 GPS) 
 AI6172
 AI6172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0598308782(NAD 83)
 AI6172
 AI6172                          SUPERSEDED SURVEY CONTROL
 AI6172
 AI6172  NAVD 88 (04/20/07)  270.329  (m)          886.90   (f) SUPERSEDED  2 1
 AI6172  NAVD 88 (10/20/00)  270.298  (m)          886.80   (f) SUPERSEDED  2 1
 AI6172
 AI6172.Superseded values are not recommended for survey control.
 AI6172
 AI6172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6172.See file dsdata.pdf to determine how the superseded data were derived.
 AI6172
 AI6172_MARKER: DD = SURVEY DISK
 AI6172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI6172_SP_SET: BRIDGE PARAPET
 AI6172_STAMPING: 2X85 1999
 AI6172_MARK LOGO: WIDT
 AI6172_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6172+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AI6172
 AI6172  HISTORY     - Date     Condition        Report By
 AI6172  HISTORY     - 1999     MONUMENTED       WIDT
 AI6172  HISTORY     - 20031121 GOOD             USPSQD
 AI6172  HISTORY     - 20060523 GOOD             WIDT
 AI6172  HISTORY     - 20161005 GOOD             WIDT
 AI6172
 AI6172                          STATION DESCRIPTION
 AI6172
 AI6172'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6172'THE STATION IS LOCATED IN WEST BEND.  OWNERSHIP--CITY OF WEST BEND. TO
 AI6172'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 AI6172'HIGHWAY 33 (WASHINGTON STREET) IN THE CITY OF WEST BEND, GO EAST ON
 AI6172'STATE HIGHWAY 33 (WASHINGTON STREET) FOR 3.9 KM (2.40 MI) TO RIVER
 AI6172'ROAD, TURN RIGHT AND GO SOUTH ON RIVER ROAD FOR 0.08 KM (0.05 MI) TO
 AI6172'BRIDGE --B-66-105-- AND THE STATION ON THE RIGHT.  THE STATION IS A
 AI6172'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6172'STATION DISK STAMPED --2X85 1999-- AND SET IN A BRIDGE PARAPET
 AI6172'PROJECTING 1.0 M (3.3 FT) ABOVE THE GROUND AND ABOUT 1.0 M (3.3 FT)
 AI6172'ABOVE THE ROAD PAVEMENT.  THE STATION IS 10.0 M (32.8 FT) WEST OF THE
 AI6172'CENTERLINE OF RIVER ROAD, 44.6 M (146.3 FT) SOUTH OF METAL LIGHT POLE
 AI6172'--99-L-1490--, 24.4 M (80.1 FT) WEST-SOUTHWEST OF LIGHT POLE WITH MAST
 AI6172'ARM --91-01546 40-5--, 1.3 M (4.3 FT) SOUTH OF THE NORTH EDGE OF THE
 AI6172'NORTH ABUTMENT, AND 0.1 M (0.3 FT) WEST OF A METAL BRIDGE RAILING.
 AI6172'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6172'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6172
 AI6172                          STATION RECOVERY (2003)
 AI6172
 AI6172'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6172'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 4.1 FEET SOUTH OF
 AI6172'THE NORTH END OF THE BRIDGE PARAPET.  NOTE-- RIVER ROAD SOUTH OF
 AI6172'HIGHWAY 33 IS ALSO NAMED COUNTY HIGHWAY G.
 AI6172
 AI6172                          STATION RECOVERY (2006)
 AI6172
 AI6172'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6172'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.4 M SOUTH OF A
 AI6172'WHITE PLASTIC WITNESS POST.
 AI6172
 AI6172                          STATION RECOVERY (2016)
 AI6172
 AI6172'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6172'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6173 ***********************************************************************
 AI6173  DESIGNATION -  2X86
 AI6173  PID         -  AI6173
 AI6173  STATE/COUNTY-  WI/WASHINGTON
 AI6173  COUNTRY     -  US
 AI6173  USGS QUAD   -  WEST BEND (2018)
 AI6173
 AI6173                         *CURRENT SURVEY CONTROL
 AI6173  ______________________________________________________________________
 AI6173* NAD 83(1986) POSITION- 43 25 40.43   (N) 088 08 27.76   (W)   HD_HELD1
 AI6173* NAVD 88 ORTHO HEIGHT -   271.115 (meters)      889.48  (feet) ADJUSTED
 AI6173  ______________________________________________________________________
 AI6173  GEOID HEIGHT    -        -35.017 (meters)                     GEOID18
 AI6173  DYNAMIC HEIGHT  -        271.054 (meters)      889.28  (feet) COMP
 AI6173  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 AI6173
 AI6173  VERT ORDER      -  SECOND    CLASS I
 AI6173
 AI6173.The horizontal coordinates were determined by differentially corrected
 AI6173.hand held GPS observations or other comparable positioning techniques
 AI6173.and have an estimated accuracy of +/- 3 meters.
 AI6173
 AI6173.The orthometric height was determined by differential leveling and
 AI6173.adjusted by the WI DEPT OF TRANSP
 AI6173.in May 2012.
 AI6173
 AI6173.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6173.GEOID18 height accuracy estimate available here.
 AI6173
 AI6173.Click photographs - Photos may exist for this station.
 AI6173
 AI6173.The dynamic height is computed by dividing the NAVD 88
 AI6173.geopotential number by the normal gravity value computed on the
 AI6173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6173.degrees latitude (g = 980.6199 gals.).
 AI6173
 AI6173.The modeled gravity was interpolated from observed gravity values.
 AI6173
 AI6173;                    North         East    Units  Estimated Accuracy
 AI6173;SPC WI S     -   160,303.4     750,502.3     MT  (+/- 3 meters HH1 GPS) 
 AI6173
 AI6173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0764208966(NAD 83)
 AI6173
 AI6173                          SUPERSEDED SURVEY CONTROL
 AI6173
 AI6173  NAVD 88 (04/20/07)  271.090  (m)          889.40   (f) SUPERSEDED  2 1
 AI6173  NAVD 88 (10/20/00)  271.061  (m)          889.31   (f) SUPERSEDED  2 1
 AI6173
 AI6173.Superseded values are not recommended for survey control.
 AI6173
 AI6173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6173.See file dsdata.pdf to determine how the superseded data were derived.
 AI6173
 AI6173_MARKER: DD = SURVEY DISK
 AI6173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6173_STAMPING: 2X86 1999
 AI6173_MARK LOGO: WIDT
 AI6173_PROJECTION: FLUSH
 AI6173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6173+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AI6173
 AI6173  HISTORY     - Date     Condition        Report By
 AI6173  HISTORY     - 1999     MONUMENTED       WIDT
 AI6173  HISTORY     - 20020207 GOOD             WIDT
 AI6173  HISTORY     - 20031121 GOOD             USPSQD
 AI6173  HISTORY     - 20060530 GOOD             WIDT
 AI6173  HISTORY     - 20161005 GOOD             WIDT
 AI6173
 AI6173                          STATION DESCRIPTION
 AI6173
 AI6173'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6173'THE STATION IS LOCATED IN WEST BEND.  OWNERSHIP--CITY OF WEST BEND. TO
 AI6173'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 AI6173'HIGHWAY 33 (WASHINGTON STREET) IN THE CITY OF WEST BEND, GO EAST ON
 AI6173'STATE HIGHWAY 33 (WASHINGTON STREET) FOR 5.5 KM (3.40 MI) TO TRENTON
 AI6173'ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON TRENTON ROAD FOR 0.2 KM
 AI6173'(0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6173'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6173'DISK STAMPED --2X86 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6173'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2 M (6.6 FT)
 AI6173'ABOVE THE ROAD PAVEMENT.  THE STATION IS 8.7 M (28.5 FT) EAST OF THE
 AI6173'CENTERLINE OF TRENTON ROAD, 45.0 M (147.6 FT) NORTH-NORTHEAST OF A
 AI6173'TELEPHONE PEDESTAL, 37.0 M (121.4 FT) SOUTHEAST OF POWER POLE
 AI6173'--77-03756 40-5--, 28.6 M (93.8 FT) NORTH OF THE CENTER OF A 0.3 M
 AI6173'(1.0 FT) DIAMETER COTTONWOOD TREE, AND 0.4 M (1.3 FT) WEST OF A WHITE
 AI6173'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6173'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6173
 AI6173                          STATION RECOVERY (2002)
 AI6173
 AI6173'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 AI6173'RECOVERED AS DESCRIBED.
 AI6173
 AI6173                          STATION RECOVERY (2003)
 AI6173
 AI6173'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6173'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 57 FEET
 AI6173'EAST-NORTHEAST AND ACROSS THE ROAD FROM A RED FIRE HYDRANT.
 AI6173
 AI6173                          STATION RECOVERY (2006)
 AI6173
 AI6173'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6173'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M WEST, 1.0 M
 AI6173'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6173'NOTE1-- VISIBLE OBSTRUCTIONS AT THIS STATION IS A TREE TO THE NORTH
 AI6173'THAT EXTENDS TO 60 DEGREES ABOVE THE HORIZON.  NOTE2-- THE COTTONWOOD
 AI6173'TREE HAS BEEN CUT DOWN.
 AI6173
 AI6173                          STATION RECOVERY (2016)
 AI6173
 AI6173'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6173'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6174 ***********************************************************************
 AI6174  DESIGNATION -  2X87
 AI6174  PID         -  AI6174
 AI6174  STATE/COUNTY-  WI/WASHINGTON
 AI6174  COUNTRY     -  US
 AI6174  USGS QUAD   -  WEST BEND (2018)
 AI6174
 AI6174                         *CURRENT SURVEY CONTROL
 AI6174  ______________________________________________________________________
 AI6174* NAD 83(1986) POSITION- 43 26 40.19   (N) 088 08 27.22   (W)   HD_HELD1
 AI6174* NAVD 88 ORTHO HEIGHT -   275.924 (meters)      905.26  (feet) ADJUSTED
 AI6174  ______________________________________________________________________
 AI6174  GEOID HEIGHT    -        -35.033 (meters)                     GEOID18
 AI6174  DYNAMIC HEIGHT  -        275.863 (meters)      905.06  (feet) COMP
 AI6174  MODELED GRAVITY -    980,391.1   (mgal)                       NAVD 88
 AI6174
 AI6174  VERT ORDER      -  SECOND    CLASS I
 AI6174
 AI6174.The horizontal coordinates were determined by differentially corrected
 AI6174.hand held GPS observations or other comparable positioning techniques
 AI6174.and have an estimated accuracy of +/- 3 meters.
 AI6174
 AI6174.The orthometric height was determined by differential leveling and
 AI6174.adjusted by the NATIONAL GEODETIC SURVEY
 AI6174.in April 2017.
 AI6174
 AI6174.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6174.GEOID18 height accuracy estimate available here.
 AI6174
 AI6174.Click photographs - Photos may exist for this station.
 AI6174
 AI6174.The dynamic height is computed by dividing the NAVD 88
 AI6174.geopotential number by the normal gravity value computed on the
 AI6174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6174.degrees latitude (g = 980.6199 gals.).
 AI6174
 AI6174.The modeled gravity was interpolated from observed gravity values.
 AI6174
 AI6174;                    North         East    Units  Estimated Accuracy
 AI6174;SPC WI S     -   162,147.3     750,473.4     MT  (+/- 3 meters HH1 GPS) 
 AI6174
 AI6174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0768010809(NAD 83)
 AI6174
 AI6174                          SUPERSEDED SURVEY CONTROL
 AI6174
 AI6174  NAVD 88 (05/08/12)  275.943  (m)          905.32   (f) SUPERSEDED  2 1
 AI6174  NAVD 88 (04/20/07)  275.917  (m)          905.24   (f) SUPERSEDED  2 1
 AI6174  NAVD 88 (10/20/00)  275.889  (m)          905.15   (f) SUPERSEDED  2 1
 AI6174
 AI6174.Superseded values are not recommended for survey control.
 AI6174
 AI6174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6174.See file dsdata.pdf to determine how the superseded data were derived.
 AI6174
 AI6174_MARKER: DD = SURVEY DISK
 AI6174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6174_STAMPING: 2X87 1999
 AI6174_MARK LOGO: WIDT
 AI6174_PROJECTION: FLUSH
 AI6174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6174+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AI6174
 AI6174  HISTORY     - Date     Condition        Report By
 AI6174  HISTORY     - 1999     MONUMENTED       WIDT
 AI6174  HISTORY     - 20031121 GOOD             USPSQD
 AI6174  HISTORY     - 20060522 GOOD             WIDT
 AI6174  HISTORY     - 20161005 GOOD             WIDT
 AI6174
 AI6174                          STATION DESCRIPTION
 AI6174
 AI6174'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6174'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF WEST BEND.
 AI6174'OWNERSHIP--TOWN OF TRENTON.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6174'US HIGHWAY 45 WITH STATE HIGHWAY 33 (WASHINGTON STREET) IN THE CITY OF
 AI6174'WEST BEND, GO EAST ON STATE HIGHWAY 33 (WASHINGTON STREET) FOR 5.5 KM
 AI6174'(3.40 MI) TO TRENTON ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON
 AI6174'TRENTON ROAD FOR 1.3 KM (0.80 MI) TO MAPLEDALE ROAD ON THE RIGHT,
 AI6174'CONTINUE NORTH ON TRENTON ROAD FOR 0.72 KM (0.45 MI) TO THE STATION ON
 AI6174'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6174'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X87
 AI6174'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6174'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 AI6174'STATION IS 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF TRENTON ROAD, 91
 AI6174'M (298.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 AI6174'--7023 AND 7025--, 54.7 M (179.5 FT) NORTH-NORTHWEST OF POWER PEDESTAL
 AI6174'--97-U-2973--, AND 0.7 M (2.3 FT) WEST OF A WHITE PLASTIC WITNESS
 AI6174'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI6174'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6174
 AI6174                          STATION RECOVERY (2003)
 AI6174
 AI6174'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6174'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 48 FEET NORTH
 AI6174'OF THE CENTERLINE OF THE DRIVEWAY TO THE RESIDENCE AT --6950--.
 AI6174
 AI6174                          STATION RECOVERY (2006)
 AI6174
 AI6174'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6174'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.25 MILE SOUTH OF
 AI6174'WALLACE LAKE ROAD AND 0.6 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF
 AI6174'THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- CHIPS HAVE BEEN REMOVED
 AI6174'FROM THE NORTH EDGE AND NEW CHIPS OUT OF THE WEST EDGE OF THE CONCRETE
 AI6174'POST.
 AI6174
 AI6174                          STATION RECOVERY (2016)
 AI6174
 AI6174'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6174'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6175 ***********************************************************************
 AI6175  DESIGNATION -  2X88
 AI6175  PID         -  AI6175
 AI6175  STATE/COUNTY-  WI/WASHINGTON
 AI6175  COUNTRY     -  US
 AI6175  USGS QUAD   -  WEST BEND (2018)
 AI6175
 AI6175                         *CURRENT SURVEY CONTROL
 AI6175  ______________________________________________________________________
 AI6175* NAD 83(1986) POSITION- 43 27 16.62   (N) 088 08 25.78   (W)   HD_HELD1
 AI6175* NAVD 88 ORTHO HEIGHT -   274.253 (meters)      899.78  (feet) ADJUSTED
 AI6175  ______________________________________________________________________
 AI6175  GEOID HEIGHT    -        -35.046 (meters)                     GEOID18
 AI6175  DYNAMIC HEIGHT  -        274.193 (meters)      899.58  (feet) COMP
 AI6175  MODELED GRAVITY -    980,392.5   (mgal)                       NAVD 88
 AI6175
 AI6175  VERT ORDER      -  SECOND    CLASS I
 AI6175
 AI6175.The horizontal coordinates were determined by differentially corrected
 AI6175.hand held GPS observations or other comparable positioning techniques
 AI6175.and have an estimated accuracy of +/- 3 meters.
 AI6175
 AI6175.The orthometric height was determined by differential leveling and
 AI6175.adjusted by the WI DEPT OF TRANSP
 AI6175.in May 2012.
 AI6175
 AI6175.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6175.GEOID18 height accuracy estimate available here.
 AI6175
 AI6175.Click photographs - Photos may exist for this station.
 AI6175
 AI6175.The dynamic height is computed by dividing the NAVD 88
 AI6175.geopotential number by the normal gravity value computed on the
 AI6175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6175.degrees latitude (g = 980.6199 gals.).
 AI6175
 AI6175.The modeled gravity was interpolated from observed gravity values.
 AI6175
 AI6175;                    North         East    Units  Estimated Accuracy
 AI6175;SPC WI S     -   163,272.0     750,480.7     MT  (+/- 3 meters HH1 GPS) 
 AI6175
 AI6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0772811932(NAD 83)
 AI6175
 AI6175                          SUPERSEDED SURVEY CONTROL
 AI6175
 AI6175  NAVD 88 (04/20/07)  274.227  (m)          899.69   (f) SUPERSEDED  2 1
 AI6175  NAVD 88 (10/20/00)  274.200  (m)          899.60   (f) SUPERSEDED  2 1
 AI6175
 AI6175.Superseded values are not recommended for survey control.
 AI6175
 AI6175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6175.See file dsdata.pdf to determine how the superseded data were derived.
 AI6175
 AI6175_MARKER: DD = SURVEY DISK
 AI6175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6175_STAMPING: 2X88 1999
 AI6175_MARK LOGO: WIDT
 AI6175_PROJECTION: FLUSH
 AI6175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6175+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AI6175
 AI6175  HISTORY     - Date     Condition        Report By
 AI6175  HISTORY     - 1999     MONUMENTED       WIDT
 AI6175  HISTORY     - 20031108 GOOD             USPSQD
 AI6175  HISTORY     - 20060522 GOOD             WIDT
 AI6175  HISTORY     - 20161005 GOOD             WIDT
 AI6175
 AI6175                          STATION DESCRIPTION
 AI6175
 AI6175'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6175'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF WEST BEND.
 AI6175'OWNERSHIP--TOWN OF FARMINGTON.  TO REACH THE STATION FROM THE JUNCTION
 AI6175'OF US HIGHWAY 45 WITH STATE HIGHWAY 33 (WASHINGTON STREET) IN THE CITY
 AI6175'OF WEST BEND, GO EAST ON STATE HIGHWAY 33 (WASHINGTON STREET) FOR 5.5
 AI6175'KM (3.40 MI) TO TRENTON ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON
 AI6175'TRENTON ROAD FOR 3.1 KM (1.90 MI) TO NEWARK DRIVE, TURN RIGHT AND GO
 AI6175'EAST ON NEWARK DRIVE FOR 24 M (78.7 FT) TO THE STATION ON THE LEFT.
 AI6175'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6175'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X88 1999-- AND SET IN
 AI6175'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6175'GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT.  THE STATION
 AI6175'IS 7.5 M (24.6 FT) NORTH OF THE CENTERLINE OF NEWARK DRIVE, 33.2 M
 AI6175'(108.9 FT) EAST OF TELEPHONE PEDESTAL --L811 9--, 24.1 M (79.1 FT)
 AI6175'EAST-NORTHEAST OF THE SOUTHWEST CORNER MONUMENT FOR --S 32, T 12 N, R
 AI6175'20 E--, 17.3 M (56.8 FT) NORTH-NORTHWEST OF THE CENTER OF A 0.3 M (1.0
 AI6175'FT) DIAMETER CEDAR TREE, 13.2 M (43.3 FT) NORTH-NORTHEAST OF POWER
 AI6175'POLE --68-31519 35-5--, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC
 AI6175'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI6175'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN
 AI6175'THE SOUTH QUADRANT EXTENDING TO 28 DEGREES AND TREES IN THE WEST
 AI6175'QUADRANT EXTENDING TO 20 DEGREES.
 AI6175
 AI6175                          STATION RECOVERY (2003)
 AI6175
 AI6175'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6175'RECOVERED IN GOOD CONDITION.
 AI6175
 AI6175                          STATION RECOVERY (2006)
 AI6175
 AI6175'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6175'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 AI6175'NORTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6175'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH AND
 AI6175'EAST QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 AI6175
 AI6175                          STATION RECOVERY (2016)
 AI6175
 AI6175'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6175'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7579 ***********************************************************************
 DE7579  DESIGNATION -  2Y46
 DE7579  PID         -  DE7579
 DE7579  STATE/COUNTY-  WI/OZAUKEE
 DE7579  COUNTRY     -  US
 DE7579  USGS QUAD   -  CEDARBURG (2018)
 DE7579
 DE7579                         *CURRENT SURVEY CONTROL
 DE7579  ______________________________________________________________________
 DE7579* NAD 83(2011) POSITION- 43 20 29.30346(N) 087 55 22.51325(W)   ADJUSTED
 DE7579* NAD 83(2011) ELLIP HT-   197.153 (meters)        (06/27/12)   ADJUSTED
 DE7579* NAD 83(2011) EPOCH   -  2010.00
 DE7579* NAVD 88 ORTHO HEIGHT -   232.401 (meters)      762.47  (feet) ADJUSTED
 DE7579  ______________________________________________________________________
 DE7579  GEOID HEIGHT    -        -35.256 (meters)                     GEOID18
 DE7579  NAD 83(2011) X  -    168,394.474 (meters)                     COMP
 DE7579  NAD 83(2011) Y  - -4,643,089.015 (meters)                     COMP
 DE7579  NAD 83(2011) Z  -  4,355,304.684 (meters)                     COMP
 DE7579  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 DE7579  DYNAMIC HEIGHT  -        232.348 (meters)      762.30  (feet) COMP
 DE7579  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 DE7579
 DE7579  VERT ORDER      -  SECOND    CLASS I
 DE7579
 DE7579  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7579  Standards:
 DE7579         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7579            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7579  -------------------------------------------------------------------
 DE7579  NETWORK    0.35   0.43           0.16   0.12   0.22     -0.06276696
 DE7579  -------------------------------------------------------------------
 DE7579  Click here for local accuracies and other accuracy information.
 DE7579
 DE7579.The horizontal coordinates were established by GPS observations
 DE7579.and adjusted by the National Geodetic Survey in June 2012.
 DE7579
 DE7579.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7579.been affixed to the stable North American tectonic plate. See 
 DE7579.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7579
 DE7579.The horizontal coordinates are valid at the epoch date displayed above
 DE7579.which is a decimal equivalence of Year/Month/Day.
 DE7579
 DE7579.The orthometric height was determined by differential leveling and
 DE7579.adjusted by the WI DEPT OF TRANSP
 DE7579.in May 2012.
 DE7579
 DE7579.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7579.GEOID18 height accuracy estimate available here.
 DE7579
 DE7579.Click photographs - Photos may exist for this station.
 DE7579
 DE7579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7579
 DE7579.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7579
 DE7579.The ellipsoidal height was determined by GPS observations
 DE7579.and is referenced to NAD 83.
 DE7579
 DE7579.The dynamic height is computed by dividing the NAVD 88
 DE7579.geopotential number by the normal gravity value computed on the
 DE7579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7579.degrees latitude (g = 980.6199 gals.).
 DE7579
 DE7579.The modeled gravity was interpolated from observed gravity values.
 DE7579
 DE7579. The following values were computed from the NAD 83(2011) position.
 DE7579
 DE7579;                    North         East     Units Scale Factor Converg.
 DE7579;SPC WI S     -   151,122.047   768,397.482   MT  0.99993309   +1 25 37.8
 DE7579;SPC WI S     -   495,806.25  2,520,984.07   sFT  0.99993309   +1 25 37.8
 DE7579;UTM  16      - 4,799,149.492   425,192.007   MT  0.99966884   -0 38 00.5
 DE7579
 DE7579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7579!SPC WI S     -   0.99996908  x   0.99993309  =   0.99990218
 DE7579!UTM  16      -   0.99996908  x   0.99966884  =   0.99963793
 DE7579
 DE7579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2519299149(NAD 83)
 DE7579
 DE7579                          SUPERSEDED SURVEY CONTROL
 DE7579
 DE7579  NAD 83(2007)-  43 20 29.30343(N)    087 55 22.51405(W) AD(2002.00) 0
 DE7579  ELLIP H (02/10/07)  197.189  (m)                       GP(2002.00)    
 DE7579  NAD 83(1997)-  43 20 29.30349(N)    087 55 22.51430(W) AD(       ) 1
 DE7579  ELLIP H (02/27/04)  197.199  (m)                       GP(       ) 3 1
 DE7579  NAVD 88 (04/20/07)  232.379  (m)          762.40   (f) SUPERSEDED  2 1
 DE7579  NAVD 88 (05/16/03)  232.398  (m)          762.46   (f) SUPERSEDED  2 1
 DE7579
 DE7579.Superseded values are not recommended for survey control.
 DE7579
 DE7579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7579.See file dsdata.pdf to determine how the superseded data were derived.
 DE7579
 DE7579_MARKER: DD = SURVEY DISK
 DE7579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7579_STAMPING: 2Y46 2001
 DE7579_MARK LOGO: WIDT
 DE7579_PROJECTION: FLUSH
 DE7579_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7579+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2009
 DE7579
 DE7579  HISTORY     - Date     Condition        Report By
 DE7579  HISTORY     - 2000     MONUMENTED       WIDT
 DE7579  HISTORY     - 20030320 GOOD             WIDT
 DE7579  HISTORY     - 20031122 GOOD             USPSQD
 DE7579  HISTORY     - 20060525 GOOD             WIDT
 DE7579  HISTORY     - 20090322 GOOD             INDIV
 DE7579
 DE7579                          STATION DESCRIPTION
 DE7579
 DE7579'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7579'THE STATION IS LOCATED ABOUT 23 KM SOUTHEAST OF WEST BEND, 8 KM
 DE7579'SOUTHWEST OF PORT WASHINGTON AND 2 KM NORTHEAST OF GRAFTON.
 DE7579'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DE7579'LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF INTERSTATE
 DE7579'HIGHWAY 43 WITH STATE HIGHWAY 32 ABOUT 2 KM NORTHEAST OF THE VILLAGE
 DE7579'OF GRAFTON.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7579'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7579'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7579'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 19.3 M EAST OF THE
 DE7579'CENTERLINE OF THE NORTHBOUND INTERSTATE 43  RAMP TO STATE HIGHWAY 32,
 DE7579'41 M SOUTHWEST OF A POWER PEDESTAL, 36 M SOUTHEAST OF THE CENTERLINE
 DE7579'OF THE TWO NORTHBOUND LANES OF STATE HIGHWAY 32, 25.0 M EAST OF A
 DE7579'WOOD POST FOR A --STOP-- SIGN, 23.9 M SOUTHEAST OF A WOOD POST FOR A
 DE7579'--YIELD-- SIGN, AND 0.8 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7579'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7579'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7579
 DE7579                          STATION RECOVERY (2003)
 DE7579
 DE7579'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 DE7579'RECOVERED AS DESCRIBED.
 DE7579
 DE7579                          STATION RECOVERY (2003)
 DE7579
 DE7579'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7579'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DE7579'TRIANGLE FORMED BY THREE GREEN METAL POSTS.  NOTE-- THERE IS NO WHITE
 DE7579'WITNESS POST PRESENT.
 DE7579
 DE7579                          STATION RECOVERY (2006)
 DE7579
 DE7579'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7579'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 30.2 M NORTHEAST OF
 DE7579'A --NORTH 32 RIGHT-- AND --LODGING RIGHT-- SIGN POST, 23.6 M SOUTHEAST
 DE7579'OF A --STOP-- AND --DIVIDED HIGHWAY-- SIGN POST, 12.9 M EAST OF THE
 DE7579'CENTERLINE OF THE EXIT RAMP TURNING LANE ONTO STATE HIGHWAY 32 NORTH,
 DE7579'AND 1.0 M WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE
 DE7579'PLASTIC WITNESS POSTS.
 DE7579
 DE7579                          STATION RECOVERY (2009)
 DE7579
 DE7579'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 DE7579'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7583 ***********************************************************************
 DE7583  DESIGNATION -  2Y48
 DE7583  PID         -  DE7583
 DE7583  STATE/COUNTY-  WI/OZAUKEE
 DE7583  COUNTRY     -  US
 DE7583  USGS QUAD   -  PORT WASHINGTON EAST (2018)
 DE7583
 DE7583                         *CURRENT SURVEY CONTROL
 DE7583  ______________________________________________________________________
 DE7583* NAD 83(1986) POSITION- 43 26 04.44   (N) 087 52 14.90   (W)   HD_HELD1
 DE7583* NAVD 88 ORTHO HEIGHT -   231.645 (meters)      759.99  (feet) ADJUSTED
 DE7583  ______________________________________________________________________
 DE7583  GEOID HEIGHT    -        -35.367 (meters)                     GEOID18
 DE7583  DYNAMIC HEIGHT  -        231.594 (meters)      759.82  (feet) COMP
 DE7583  MODELED GRAVITY -    980,396.2   (mgal)                       NAVD 88
 DE7583
 DE7583  VERT ORDER      -  SECOND    CLASS I
 DE7583
 DE7583.The horizontal coordinates were determined by differentially corrected
 DE7583.hand held GPS observations or other comparable positioning techniques
 DE7583.and have an estimated accuracy of +/- 3 meters.
 DE7583
 DE7583.The orthometric height was determined by differential leveling and
 DE7583.adjusted by the WI DEPT OF TRANSP
 DE7583.in May 2012.
 DE7583
 DE7583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7583.GEOID18 height accuracy estimate available here.
 DE7583
 DE7583.Click photographs - Photos may exist for this station.
 DE7583
 DE7583.The dynamic height is computed by dividing the NAVD 88
 DE7583.geopotential number by the normal gravity value computed on the
 DE7583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7583.degrees latitude (g = 980.6199 gals.).
 DE7583
 DE7583.The modeled gravity was interpolated from observed gravity values.
 DE7583
 DE7583;                    North         East    Units  Estimated Accuracy
 DE7583;SPC WI S     -   161,567.3     772,357.7     MT  (+/- 3 meters HH1 GPS) 
 DE7583
 DE7583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2952409442(NAD 83)
 DE7583
 DE7583                          SUPERSEDED SURVEY CONTROL
 DE7583
 DE7583  NAVD 88 (04/20/07)  231.623  (m)          759.92   (f) SUPERSEDED  2 1
 DE7583  NAVD 88 (05/16/03)  231.646  (m)          759.99   (f) SUPERSEDED  2 1
 DE7583
 DE7583.Superseded values are not recommended for survey control.
 DE7583
 DE7583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7583.See file dsdata.pdf to determine how the superseded data were derived.
 DE7583
 DE7583_MARKER: DD = SURVEY DISK
 DE7583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7583_STAMPING: 2Y48 2001
 DE7583_MARK LOGO: WIDT
 DE7583_PROJECTION: FLUSH
 DE7583_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7583+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 DE7583
 DE7583  HISTORY     - Date     Condition        Report By
 DE7583  HISTORY     - 2000     MONUMENTED       WIDT
 DE7583  HISTORY     - 20031108 GOOD             USPSQD
 DE7583  HISTORY     - 20060518 GOOD             WIDT
 DE7583
 DE7583                          STATION DESCRIPTION
 DE7583
 DE7583'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7583'THE STATION IS LOCATED ABOUT 27 KM EAST OF WEST BEND AND 5 KM NORTH
 DE7583'OF PORT WASHINGTON.  OWNERSHIP--OZAUKEE COUNTY.  TO REACH THE STATION
 DE7583'FROM THE JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 32 (COUNTY
 DE7583'HIGHWAY H) IN THE CITY OF PORT WASHINGTON, GO NORTH ON STATE HIGHWAY
 DE7583'32 (COUNTY HIGHWAY H) FOR 0.2 KM TO COUNTY HIGHWAY KW ON THE RIGHT,
 DE7583'TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY KW FOR 2.1 KM TO PRIVATE
 DE7583'ENTRANCE --1745-- ON THE LEFT AND THE STATION ON THE RIGHT.  THE
 DE7583'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7583'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7583'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY
 DE7583'PAVEMENT.  THE STATION IS 8.9 M EAST OF THE CENTERLINE OF COUNTY
 DE7583'HIGHWAY KW, 9 M NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DE7583'--1745--, 23.1 M NORTHEAST OF POWER POLE --63-7399 40-5--, 8.8 M
 DE7583'NORTH OF A WOOD POST FOR A TRAFFIC SIGN, 3 M WEST OF A CULTIVATED
 DE7583'FIELD, AND 0.8 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7583'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 DE7583'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE
 DE7583'SOUTH EXTENDING TO 22 DEGREES AND A POWER POLE TO THE SOUTHWEST
 DE7583'EXTENDING TO 22 DEGREES.
 DE7583
 DE7583                          STATION RECOVERY (2003)
 DE7583
 DE7583'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7583'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.55 MILE
 DE7583'SOUTH OF LAKE DRIVE ON COUNTY HIGHWAY KW, ABOUT 61 FEET NORTH OF THE
 DE7583'CENTERLINE OF A FIELD ENTRANCE.  NOTE-- NO ADDRESS IS POSTED AS
 DE7583'REFERENCED IN THE 2000 DESCRIPTION.  1745 IS INCONSISTENT WITH THE
 DE7583'OTHER ADDRESSES IN THE AREA WHICH ARE 4200-4300.
 DE7583
 DE7583                          STATION RECOVERY (2006)
 DE7583
 DE7583'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7583'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 17.2 M NORTH OF THE
 DE7583'CENTERLINE OF A FIELD ENTRANCE, 13.2 M NORTH OF THE TOP CENTER OF A
 DE7583'TELEPHONE PEDESTAL NEXT TO A POWER POLE WITH A WIRE CROSSING OVER THE
 DE7583'HIGHWAY, AND 0.8 M WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST OF THREE
 DE7583'WHITE PLASTIC WITNESS POSTS.
 DE7583'NOTE-- THE STATION IS 9 M NORTH OF THE EXTENDED CENTERLINE OF A SINGLE
 DE7583'LANE GRAVEL ROAD WHICH IS UNLABELED BUT IS NAMED SHADY LANE AND LEADS
 DE7583'TO --1745 SHADY LANE--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7584 ***********************************************************************
 DE7584  DESIGNATION -  2Y49
 DE7584  PID         -  DE7584
 DE7584  STATE/COUNTY-  WI/OZAUKEE
 DE7584  COUNTRY     -  US
 DE7584  USGS QUAD   -  PORT WASHINGTON EAST (2018)
 DE7584
 DE7584                         *CURRENT SURVEY CONTROL
 DE7584  ______________________________________________________________________
 DE7584* NAD 83(1986) POSITION- 43 27 20.81   (N) 087 52 11.77   (W)   HD_HELD1
 DE7584* NAVD 88 ORTHO HEIGHT -   220.896 (meters)      724.72  (feet) ADJUSTED
 DE7584  ______________________________________________________________________
 DE7584  GEOID HEIGHT    -        -35.378 (meters)                     GEOID18
 DE7584  DYNAMIC HEIGHT  -        220.848 (meters)      724.57  (feet) COMP
 DE7584  MODELED GRAVITY -    980,397.8   (mgal)                       NAVD 88
 DE7584
 DE7584  VERT ORDER      -  SECOND    CLASS I
 DE7584
 DE7584.The horizontal coordinates were determined by differentially corrected
 DE7584.hand held GPS observations or other comparable positioning techniques
 DE7584.and have an estimated accuracy of +/- 3 meters.
 DE7584
 DE7584.The orthometric height was determined by differential leveling and
 DE7584.adjusted by the WI DEPT OF TRANSP
 DE7584.in May 2012.
 DE7584
 DE7584.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7584.GEOID18 height accuracy estimate available here.
 DE7584
 DE7584.Click photographs - Photos may exist for this station.
 DE7584
 DE7584.The dynamic height is computed by dividing the NAVD 88
 DE7584.geopotential number by the normal gravity value computed on the
 DE7584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7584.degrees latitude (g = 980.6199 gals.).
 DE7584
 DE7584.The modeled gravity was interpolated from observed gravity values.
 DE7584
 DE7584;                    North         East    Units  Estimated Accuracy
 DE7584;SPC WI S     -   163,925.0     772,367.9     MT  (+/- 3 meters HH1 GPS) 
 DE7584
 DE7584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2961911797(NAD 83)
 DE7584
 DE7584                          SUPERSEDED SURVEY CONTROL
 DE7584
 DE7584  NAVD 88 (04/20/07)  220.874  (m)          724.65   (f) SUPERSEDED  2 1
 DE7584  NAVD 88 (05/16/03)  220.898  (m)          724.73   (f) SUPERSEDED  2 1
 DE7584
 DE7584.Superseded values are not recommended for survey control.
 DE7584
 DE7584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7584.See file dsdata.pdf to determine how the superseded data were derived.
 DE7584
 DE7584_MARKER: DD = SURVEY DISK
 DE7584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7584_STAMPING: 2Y49 2001
 DE7584_MARK LOGO: WIDT
 DE7584_PROJECTION: FLUSH
 DE7584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7584+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 DE7584
 DE7584  HISTORY     - Date     Condition        Report By
 DE7584  HISTORY     - 2000     MONUMENTED       WIDT
 DE7584  HISTORY     - 20031108 GOOD             USPSQD
 DE7584  HISTORY     - 20060518 GOOD             WIDT
 DE7584
 DE7584                          STATION DESCRIPTION
 DE7584
 DE7584'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7584'THE STATION IS LOCATED ABOUT 27 KM EAST-NORTHEAST OF WEST BEND AND 6
 DE7584'KM NORTH OF PORT WASHINGTON.  OWNERSHIP--TOWN OF PORT WASHINGTON.  TO
 DE7584'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH STATE
 DE7584'HIGHWAY 32 (COUNTY HIGHWAY H) IN THE CITY OF PORT WASHINGTON, GO
 DE7584'NORTHWEST ON STATE HIGHWAY 32 (COUNTY HIGHWAY H) FOR 0.2 KM TO COUNTY
 DE7584'HIGHWAY KW ON THE RIGHT, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY KW
 DE7584'FOR 3.1 KM TO LAKE ROAD ON THE RIGHT, CONTINUE NORTH ON COUNTY
 DE7584'HIGHWAY KW FOR 1.4 KM TO DIXIE ROAD AND THE STATION ON THE RIGHT.
 DE7584'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7584'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7584'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7584'THE ROAD PAVEMENT.  THE STATION IS 7.0 M SOUTH OF THE CENTERLINE OF
 DE7584'DIXIE ROAD, 40.6 M SOUTHEAST OF POWER POLE --68-20567 45-3--, 37.3 M
 DE7584'SOUTHWEST OF POWER POLE --E66-12632--, 19.4 M EAST OF TELEPHONE
 DE7584'PEDESTAL --191--, 2 M NORTH OF A CULTIVATED FIELD, AND 1.0 M NORTH OF
 DE7584'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7584'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7584
 DE7584                          STATION RECOVERY (2003)
 DE7584
 DE7584'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7584'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7584'THE TELEPHONE PEDESTAL IS NUMBERED --100-91--.
 DE7584
 DE7584                          STATION RECOVERY (2006)
 DE7584
 DE7584'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7584'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 48.0 M EAST OF THE
 DE7584'CENTERLINE OF COUNTY HIGHWAY KW AND 1.0 M NORTH, 1.0 M WEST, AND 1.0 M
 DE7584'EAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7585 ***********************************************************************
 DE7585  DESIGNATION -  2Y50
 DE7585  PID         -  DE7585
 DE7585  STATE/COUNTY-  WI/OZAUKEE
 DE7585  COUNTRY     -  US
 DE7585  USGS QUAD   -  PORT WASHINGTON EAST (2018)
 DE7585
 DE7585                         *CURRENT SURVEY CONTROL
 DE7585  ______________________________________________________________________
 DE7585* NAD 83(1986) POSITION- 43 28 19.52   (N) 087 51 44.91   (W)   HD_HELD1
 DE7585* NAVD 88 ORTHO HEIGHT -   223.901 (meters)      734.58  (feet) ADJUSTED
 DE7585  ______________________________________________________________________
 DE7585  GEOID HEIGHT    -        -35.394 (meters)                     GEOID18
 DE7585  DYNAMIC HEIGHT  -        223.852 (meters)      734.42  (feet) COMP
 DE7585  MODELED GRAVITY -    980,399.4   (mgal)                       NAVD 88
 DE7585
 DE7585  VERT ORDER      -  SECOND    CLASS I
 DE7585
 DE7585.The horizontal coordinates were determined by differentially corrected
 DE7585.hand held GPS observations or other comparable positioning techniques
 DE7585.and have an estimated accuracy of +/- 3 meters.
 DE7585
 DE7585.The orthometric height was determined by differential leveling and
 DE7585.adjusted by the WI DEPT OF TRANSP
 DE7585.in May 2012.
 DE7585
 DE7585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7585.GEOID18 height accuracy estimate available here.
 DE7585
 DE7585.Click photographs - Photos may exist for this station.
 DE7585
 DE7585.The dynamic height is computed by dividing the NAVD 88
 DE7585.geopotential number by the normal gravity value computed on the
 DE7585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7585.degrees latitude (g = 980.6199 gals.).
 DE7585
 DE7585.The modeled gravity was interpolated from observed gravity values.
 DE7585
 DE7585;                    North         East    Units  Estimated Accuracy
 DE7585;SPC WI S     -   165,751.6     772,925.1     MT  (+/- 3 meters HH1 GPS) 
 DE7585
 DE7585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3024113602(NAD 83)
 DE7585
 DE7585                          SUPERSEDED SURVEY CONTROL
 DE7585
 DE7585  NAVD 88 (04/20/07)  223.879  (m)          734.51   (f) SUPERSEDED  2 1
 DE7585  NAVD 88 (05/16/03)  223.904  (m)          734.59   (f) SUPERSEDED  2 1
 DE7585
 DE7585.Superseded values are not recommended for survey control.
 DE7585
 DE7585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7585.See file dsdata.pdf to determine how the superseded data were derived.
 DE7585
 DE7585_MARKER: DD = SURVEY DISK
 DE7585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7585_STAMPING: 2Y50 2001
 DE7585_MARK LOGO: WIDT
 DE7585_PROJECTION: FLUSH
 DE7585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7585+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 DE7585
 DE7585  HISTORY     - Date     Condition        Report By
 DE7585  HISTORY     - 2000     MONUMENTED       WIDT
 DE7585  HISTORY     - 20031108 GOOD             USPSQD
 DE7585  HISTORY     - 20060518 GOOD             WIDT
 DE7585
 DE7585                          STATION DESCRIPTION
 DE7585
 DE7585'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7585'THE STATION IS LOCATED ABOUT 27 KM NORTHEAST OF WEST BEND AND 8 KM
 DE7585'EAST OF FREDONIA.  OWNERSHIP--OZAUKEE COUNTY.  TO REACH THE STATION
 DE7585'FROM THE JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 32 (COUNTY
 DE7585'HIGHWAY H) IN THE CITY OF PORT WASHINGTON, GO NORTHWEST ON STATE
 DE7585'HIGHWAY 32 (COUNTY HIGHWAY H) FOR 0.2 KM TO COUNTY HIGHWAY KW ON THE
 DE7585'RIGHT, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY KW FOR 6.1 KM TO
 DE7585'COUNTY HIGHWAY A, CONTINUE NORTH ON COUNTY HIGHWAY KW FOR 0.2 KM TO
 DE7585'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7585'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7585'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH 2.4 M AND
 DE7585'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.   THE STATION IS 11.9 M EAST OF
 DE7585'THE CENTERLINE OF COUNTY HIGHWAY KW, 42.8 M SOUTHEAST OF A WOOD POST
 DE7585'FOR A --JCT CTH A-- SIGN, 6.8 M WEST OF THE WEST RAILROAD TRACK, AND
 DE7585'0.5 M WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DE7585'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7585'THE HORIZON.
 DE7585
 DE7585                          STATION RECOVERY (2003)
 DE7585
 DE7585'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7585'RECOVERED IN GOOD CONDITION.
 DE7585
 DE7585                          STATION RECOVERY (2006)
 DE7585
 DE7585'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7585'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7585'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7585'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DE7585'QUADRANTS EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7586 ***********************************************************************
 DE7586  DESIGNATION -  2Y51
 DE7586  PID         -  DE7586
 DE7586  STATE/COUNTY-  WI/OZAUKEE
 DE7586  COUNTRY     -  US
 DE7586  USGS QUAD   -  PORT WASHINGTON EAST (2018)
 DE7586
 DE7586                         *CURRENT SURVEY CONTROL
 DE7586  ______________________________________________________________________
 DE7586* NAD 83(1986) POSITION- 43 29 12.19   (N) 087 51 37.71   (W)   HD_HELD1
 DE7586* NAVD 88 ORTHO HEIGHT -   224.632 (meters)      736.98  (feet) ADJUSTED
 DE7586  ______________________________________________________________________
 DE7586  GEOID HEIGHT    -        -35.404 (meters)                     GEOID18
 DE7586  DYNAMIC HEIGHT  -        224.584 (meters)      736.82  (feet) COMP
 DE7586  MODELED GRAVITY -    980,400.6   (mgal)                       NAVD 88
 DE7586
 DE7586  VERT ORDER      -  SECOND    CLASS I
 DE7586
 DE7586.The horizontal coordinates were determined by differentially corrected
 DE7586.hand held GPS observations or other comparable positioning techniques
 DE7586.and have an estimated accuracy of +/- 3 meters.
 DE7586
 DE7586.The orthometric height was determined by differential leveling and
 DE7586.adjusted by the WI DEPT OF TRANSP
 DE7586.in May 2012.
 DE7586
 DE7586.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7586.GEOID18 height accuracy estimate available here.
 DE7586
 DE7586.Click photographs - Photos may exist for this station.
 DE7586
 DE7586.The dynamic height is computed by dividing the NAVD 88
 DE7586.geopotential number by the normal gravity value computed on the
 DE7586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7586.degrees latitude (g = 980.6199 gals.).
 DE7586
 DE7586.The modeled gravity was interpolated from observed gravity values.
 DE7586
 DE7586;                    North         East    Units  Estimated Accuracy
 DE7586;SPC WI S     -   167,380.6     773,045.1     MT  (+/- 3 meters HH1 GPS) 
 DE7586
 DE7586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3042015226(NAD 83)
 DE7586
 DE7586                          SUPERSEDED SURVEY CONTROL
 DE7586
 DE7586  NAVD 88 (04/20/07)  224.610  (m)          736.91   (f) SUPERSEDED  2 1
 DE7586  NAVD 88 (05/16/03)  224.636  (m)          736.99   (f) SUPERSEDED  2 1
 DE7586
 DE7586.Superseded values are not recommended for survey control.
 DE7586
 DE7586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7586.See file dsdata.pdf to determine how the superseded data were derived.
 DE7586
 DE7586_MARKER: DD = SURVEY DISK
 DE7586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7586_STAMPING: 2Y51 2001
 DE7586_MARK LOGO: WIDT
 DE7586_PROJECTION: FLUSH
 DE7586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7586+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 DE7586
 DE7586  HISTORY     - Date     Condition        Report By
 DE7586  HISTORY     - 20001106 MONUMENTED       WIDT
 DE7586  HISTORY     - 20060518 GOOD             WIDT
 DE7586
 DE7586                          STATION DESCRIPTION
 DE7586
 DE7586'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7586'THE STATION IS LOCATED ABOUT 29 KM NORTHEAST OF WEST BEND AND 10 KM
 DE7586'NORTH OF PORT WASHINGTON.  OWNERSHIP--OZAUKEE COUNTY.  TO REACH THE
 DE7586'STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY HIGHWAY D
 DE7586'(MAIN STREET) IN THE VILLAGE OF BELGIUM, GO WEST ON COUNTY HIGHWAY D
 DE7586'(MAIN STREET) FOR 2.4 KM TO COUNTY HIGHWAY KW, TURN LEFT AND GO SOUTH
 DE7586'ON COUNTY HIGHWAY KW FOR 1.3 KM TO THE STATION OF THE LEFT.  THE
 DE7586'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7586'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7586'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DE7586'HIGHWAY PAVEMENT.  THE STATION IS 9.2 M EAST OF THE CENTERLINE OF
 DE7586'COUNTY HIGHWAY KW, 103 M SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE,
 DE7586'0.2 KM NORTH OF CEDAR BEACH ROAD, 103 M SOUTH OF THE CENTERLINE OF
 DE7586'PRIVATE ENTRANCE --5772--, 2 M WEST OF A CULTIVATED FIELD, AND 0.6 M
 DE7586'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7586'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES.
 DE7586
 DE7586                          STATION RECOVERY (2006)
 DE7586
 DE7586'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7586'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE NORTH OF
 DE7586'CEDAR BEACH ROAD AND 0.6 M WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST
 DE7586'OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0625 ***********************************************************************
 PN0625  DESIGNATION -  3
 PN0625  PID         -  PN0625
 PN0625  STATE/COUNTY-  WI/BROWN
 PN0625  COUNTRY     -  US
 PN0625  USGS QUAD   -  DE PERE (2018)
 PN0625
 PN0625                         *CURRENT SURVEY CONTROL
 PN0625  ______________________________________________________________________
 PN0625* NAD 83(1986) POSITION- 44 26 55.08   (N) 088 03 44.27   (W)   HD_HELD1
 PN0625* NAVD 88 ORTHO HEIGHT -   180.653 (meters)      592.69  (feet) ADJUSTED
 PN0625  ______________________________________________________________________
 PN0625  GEOID HEIGHT    -        -36.224 (meters)                     GEOID18
 PN0625  DYNAMIC HEIGHT  -        180.629 (meters)      592.61  (feet) COMP
 PN0625  MODELED GRAVITY -    980,482.3   (mgal)                       NAVD 88
 PN0625
 PN0625  VERT ORDER      -  SECOND    CLASS I
 PN0625
 PN0625.The horizontal coordinates were determined by differentially corrected
 PN0625.hand held GPS observations or other comparable positioning techniques
 PN0625.and have an estimated accuracy of +/- 3 meters.
 PN0625
 PN0625.The orthometric height was determined by differential leveling and
 PN0625.adjusted by the WI DEPT OF TRANSP
 PN0625.in May 2012.
 PN0625
 PN0625.No vertical observational check was made to the station.
 PN0625
 PN0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0625.GEOID18 height accuracy estimate available here.
 PN0625
 PN0625.Click photographs - Photos may exist for this station.
 PN0625
 PN0625.The dynamic height is computed by dividing the NAVD 88
 PN0625.geopotential number by the normal gravity value computed on the
 PN0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0625.degrees latitude (g = 980.6199 gals.).
 PN0625
 PN0625.The modeled gravity was interpolated from observed gravity values.
 PN0625
 PN0625;                    North         East    Units  Estimated Accuracy
 PN0625;SPC WI C     -    70,211.0     754,220.4     MT  (+/- 3 meters HH1 GPS) 
 PN0625
 PN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1547522252(NAD 83)
 PN0625
 PN0625                          SUPERSEDED SURVEY CONTROL
 PN0625
 PN0625  NAVD 88 (06/15/91)  180.645  (m)          592.67   (f) SUPERSEDED  1 0
 PN0625
 PN0625.Superseded values are not recommended for survey control.
 PN0625
 PN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0625.See file dsdata.pdf to determine how the superseded data were derived.
 PN0625
 PN0625_MARKER: B = BOLT
 PN0625_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0625_SP_SET: BRIDGE ABUTMENT
 PN0625_STAMPING: B.M. 3
 PN0625_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0625+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2018
 PN0625
 PN0625  HISTORY     - Date     Condition        Report By
 PN0625  HISTORY     - UNK      MONUMENTED       USACE
 PN0625  HISTORY     - 1974     GOOD             NOS
 PN0625  HISTORY     - 19940512 GOOD             WI-009
 PN0625  HISTORY     - 19991105 POOR             USPSQD
 PN0625  HISTORY     - 20050423 GOOD             USPSQD
 PN0625  HISTORY     - 20050809 GOOD             WIDT
 PN0625  HISTORY     - 20081120 GOOD             WIDT
 PN0625  HISTORY     - 20181007 GOOD             USPSQD
 PN0625
 PN0625                          STATION DESCRIPTION
 PN0625
 PN0625'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0625'IN DEPERE.
 PN0625'IN DEPERE, 0.23 MILE SOUTHERLY OF THE UPPER LOCK GATE, SET IN THE TOP
 PN0625'OF THE EAST CONCRETE ABUTMENT OF THE DEPERE DAM, 15 FT. UPSTREAM FROM
 PN0625'THE WALK OVER SPILLWAY, 0.5 FT. EAST OF THE WEST FACE OF THE ABUTMENT
 PN0625'A COPPER BOLT SET INTO THE CONCRETE MARKED B.M. 3.
 PN0625
 PN0625                          STATION RECOVERY (1994)
 PN0625
 PN0625'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0625'RECOVERED AS DESCRIBED.
 PN0625
 PN0625                          STATION RECOVERY (1999)
 PN0625
 PN0625'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0625'MARK RECOVERED IN POOR CONDITION.
 PN0625
 PN0625                          STATION RECOVERY (2005)
 PN0625
 PN0625'RECOVERY NOTE BY US POWER SQUADRON 2005 (DB)
 PN0625'PARTIALLY BURIED IN THE GRASS
 PN0625
 PN0625                          STATION RECOVERY (2005)
 PN0625
 PN0625'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0625'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0625
 PN0625                          STATION RECOVERY (2008)
 PN0625
 PN0625'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PN0625'RECOVERED AS DESCRIBED.
 PN0625
 PN0625                          STATION RECOVERY (2018)
 PN0625
 PN0625'RECOVERY NOTE BY US POWER SQUADRON 2018 (GAM)
 PN0625'GOOD DESCRIPTION.  ETCHED IN CONCRETE NEXT TO BOLT.  NOT VERY DISTINCT
 PN0625'(OLD).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4485 ***********************************************************************
 DJ4485  DESIGNATION -  3 191W
 DJ4485  PID         -  DJ4485
 DJ4485  STATE/COUNTY-  WI/MONROE
 DJ4485  COUNTRY     -  US
 DJ4485  USGS QUAD   -  WARRENS EAST (2018)
 DJ4485
 DJ4485                         *CURRENT SURVEY CONTROL
 DJ4485  ______________________________________________________________________
 DJ4485* NAD 83(2011) POSITION- 44 08 59.20668(N) 090 28 56.50162(W)   ADJUSTED
 DJ4485* NAD 83(2011) ELLIP HT-   268.195 (meters)        (06/27/12)   ADJUSTED
 DJ4485* NAD 83(2011) EPOCH   -  2010.00
 DJ4485* NAVD 88 ORTHO HEIGHT -   302.248 (meters)      991.63  (feet) ADJUSTED
 DJ4485  ______________________________________________________________________
 DJ4485  GEOID HEIGHT    -        -34.051 (meters)                     GEOID18
 DJ4485  NAD 83(2011) X  -    -38,592.088 (meters)                     COMP
 DJ4485  NAD 83(2011) Y  - -4,583,929.806 (meters)                     COMP
 DJ4485  NAD 83(2011) Z  -  4,420,234.958 (meters)                     COMP
 DJ4485  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 DJ4485  DYNAMIC HEIGHT  -        302.186 (meters)      991.42  (feet) COMP
 DJ4485  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 DJ4485
 DJ4485  VERT ORDER      -  SECOND    CLASS I
 DJ4485
 DJ4485  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4485  Standards:
 DJ4485         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4485            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4485  -------------------------------------------------------------------
 DJ4485  NETWORK    0.33   0.33           0.15   0.11   0.17      0.09141292
 DJ4485  -------------------------------------------------------------------
 DJ4485  Click here for local accuracies and other accuracy information.
 DJ4485
 DJ4485.The horizontal coordinates were established by GPS observations
 DJ4485.and adjusted by the National Geodetic Survey in June 2012.
 DJ4485
 DJ4485.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4485.been affixed to the stable North American tectonic plate. See 
 DJ4485.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4485
 DJ4485.The horizontal coordinates are valid at the epoch date displayed above
 DJ4485.which is a decimal equivalence of Year/Month/Day.
 DJ4485
 DJ4485.The orthometric height was determined by differential leveling and
 DJ4485.adjusted by the WI DEPT OF TRANSP
 DJ4485.in May 2012.
 DJ4485
 DJ4485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4485.GEOID18 height accuracy estimate available here.
 DJ4485
 DJ4485.Click photographs - Photos may exist for this station.
 DJ4485
 DJ4485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4485
 DJ4485.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4485
 DJ4485.The ellipsoidal height was determined by GPS observations
 DJ4485.and is referenced to NAD 83.
 DJ4485
 DJ4485.The dynamic height is computed by dividing the NAVD 88
 DJ4485.geopotential number by the normal gravity value computed on the
 DJ4485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4485.degrees latitude (g = 980.6199 gals.).
 DJ4485
 DJ4485.The modeled gravity was interpolated from observed gravity values.
 DJ4485
 DJ4485. The following values were computed from the NAD 83(2011) position.
 DJ4485
 DJ4485;                    North         East     Units Scale Factor Converg.
 DJ4485;SPC WI S     -   238,941.306   561,408.599   MT  1.00001794   -0 19 53.2
 DJ4485;SPC WI S     -   783,926.60  1,841,888.05   sFT  1.00001794   -0 19 53.2
 DJ4485;UTM  15      - 4,891,590.974   701,342.961   MT  1.00009860   +1 45 15.2
 DJ4485
 DJ4485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4485!SPC WI S     -   0.99995795  x   1.00001794  =   0.99997589
 DJ4485!UTM  15      -   0.99995795  x   1.00009860  =   1.00005654
 DJ4485
 DJ4485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0134291590(NAD 83)
 DJ4485
 DJ4485                          SUPERSEDED SURVEY CONTROL
 DJ4485
 DJ4485  NAD 83(2007)-  44 08 59.20668(N)    090 28 56.50238(W) AD(2002.00) B
 DJ4485  ELLIP H (07/29/08)  268.222  (m)                       GP(2002.00) 4 1
 DJ4485  NAVD 88             302.23   (m)          991.6    (f) LEVELING    3  
 DJ4485  NAVD 88 (07/08/08)  302.234  (m)          991.58   (f) SUPERSEDED  2 1
 DJ4485
 DJ4485.Superseded values are not recommended for survey control.
 DJ4485
 DJ4485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4485.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4485
 DJ4485_MARKER: DD = SURVEY DISK
 DJ4485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4485_STAMPING: 3-191W 1997
 DJ4485_MARK LOGO: WI-081
 DJ4485_PROJECTION: FLUSH
 DJ4485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4485+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 DJ4485
 DJ4485  HISTORY     - Date     Condition        Report By
 DJ4485  HISTORY     - 1997     MONUMENTED       WI-081
 DJ4485  HISTORY     - 20060927 GOOD             WIDT
 DJ4485  HISTORY     - 20100920 GOOD             WIDT
 DJ4485
 DJ4485                          STATION DESCRIPTION
 DJ4485
 DJ4485'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4485'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O (GRANT
 DJ4485'STREET) WITH COUNTY HIGHWAY EW (FRANCES STREET) IN THE VILLAGE OF
 DJ4485'WARRENS, GO NORTH ON COUNTY HIGHWAY O (FRANCES STREET) FOR 1.25 MI
 DJ4485'(2.0 KM) TO ATWOOD AVENUE, TURN RIGHT AND GO EAST ON ATWOOD AVENUE FOR
 DJ4485'0.65 MI (1.0 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4485'MONROE COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 45-CM
 DJ4485'(18 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4485'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.5 M (18.0 FT)
 DJ4485'SOUTH OF THE CENTERLINE OF ATWOOD AVENUE, 76 M (249.3 FT) EAST OF THE
 DJ4485'EXTENDED CENTER OF A PRIVATE ENTRANCE --25584--, 53 M (173.9 FT)
 DJ4485'WEST-SOUTHWEST OF A POWER POLE, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST,
 DJ4485'AND NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4485'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4485'ABOVE THE HORIZON.
 DJ4485
 DJ4485                          STATION RECOVERY (2010)
 DJ4485
 DJ4485'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4485'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS APPROXIMATELY 103 M
 DJ4485'WEST OF A GATED FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8419 ***********************************************************************
 AB8419  DESIGNATION -  3 LAP
 AB8419  PID         -  AB8419
 AB8419  STATE/COUNTY-  WI/BURNETT
 AB8419  COUNTRY     -  US
 AB8419  USGS QUAD   -  POQUETTES LAKE (2018)
 AB8419
 AB8419                         *CURRENT SURVEY CONTROL
 AB8419  ______________________________________________________________________
 AB8419* NAD 83(2011) POSITION- 45 45 16.99749(N) 092 06 50.56548(W)   ADJUSTED
 AB8419* NAD 83(2011) ELLIP HT-   292.260 (meters)        (06/27/12)   ADJUSTED
 AB8419* NAD 83(2011) EPOCH   -  2010.00
 AB8419* NAVD 88 ORTHO HEIGHT -   320.3   (meters)     1051.    (feet) GPS OBS
 AB8419  ______________________________________________________________________
 AB8419  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8419  GEOID HEIGHT    -        -27.528 (meters)                     GEOID93
 AB8419  GEOID HEIGHT    -        -28.071 (meters)                     GEOID18
 AB8419  NAD 83(2011) X  -   -164,453.268 (meters)                     COMP
 AB8419  NAD 83(2011) Y  - -4,455,060.120 (meters)                     COMP
 AB8419  NAD 83(2011) Z  -  4,546,476.905 (meters)                     COMP
 AB8419  LAPLACE CORR    -        -12.54  (seconds)                    DEFLEC18
 AB8419
 AB8419  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8419  Standards:
 AB8419         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8419            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8419  -------------------------------------------------------------------
 AB8419  NETWORK    1.38   2.20           0.63   0.47   1.12      0.10035765
 AB8419  -------------------------------------------------------------------
 AB8419  Click here for local accuracies and other accuracy information.
 AB8419
 AB8419.The horizontal coordinates were established by GPS observations
 AB8419.and adjusted by the National Geodetic Survey in June 2012.
 AB8419
 AB8419.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8419.been affixed to the stable North American tectonic plate. See 
 AB8419.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8419
 AB8419.The horizontal coordinates are valid at the epoch date displayed above
 AB8419.which is a decimal equivalence of Year/Month/Day.
 AB8419
 AB8419.The orthometric height was determined by GPS observations and a
 AB8419.high-resolution geoid model.
 AB8419
 AB8419.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8419.GEOID18 height accuracy estimate available here.
 AB8419
 AB8419.Click photographs - Photos may exist for this station.
 AB8419
 AB8419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8419
 AB8419.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8419
 AB8419.The ellipsoidal height was determined by GPS observations
 AB8419.and is referenced to NAD 83.
 AB8419
 AB8419. The following values were computed from the NAD 83(2011) position.
 AB8419
 AB8419;                    North         East     Units Scale Factor Converg.
 AB8419;SPC WI N     -    67,547.312   435,541.096   MT  0.99997118   -1 31 30.0
 AB8419;SPC WI N     -   221,611.47  1,428,937.75   sFT  0.99997118   -1 31 30.0
 AB8419;UTM  15      - 5,067,177.596   568,903.894   MT  0.99965837   +0 38 04.9
 AB8419
 AB8419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8419!SPC WI N     -   0.99995418  x   0.99997118  =   0.99992536
 AB8419!UTM  15      -   0.99995418  x   0.99965837  =   0.99961257
 AB8419
 AB8419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6890367177(NAD 83)
 AB8419
 AB8419                          SUPERSEDED SURVEY CONTROL
 AB8419
 AB8419  NAD 83(2007)-  45 45 16.99758(N)    092 06 50.56615(W) AD(2002.00) 0
 AB8419  ELLIP H (02/10/07)  292.295  (m)                       GP(2002.00)    
 AB8419  NAD 83(1997)-  45 45 16.99761(N)    092 06 50.56697(W) AD(       ) 1
 AB8419  ELLIP H (01/30/03)  292.317  (m)                       GP(       ) 4 1
 AB8419  NAD 83(1991)-  45 45 16.99683(N)    092 06 50.56437(W) AD(       ) 1
 AB8419  ELLIP H (12/09/96)  292.353  (m)                       GP(       ) 4 1
 AB8419
 AB8419.Superseded values are not recommended for survey control.
 AB8419
 AB8419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8419.See file dsdata.pdf to determine how the superseded data were derived.
 AB8419
 AB8419_MARKER: DB = BENCH MARK DISK
 AB8419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB8419_STAMPING: 3 LAP 1979
 AB8419_MARK LOGO: USGS
 AB8419_PROJECTION: FLUSH
 AB8419_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8419+SATELLITE: SATELLITE OBSERVATIONS - 1979
 AB8419_ROD/PIPE-DEPTH: 06.9 meters
 AB8419
 AB8419  HISTORY     - Date     Condition        Report By
 AB8419  HISTORY     - 1979     MONUMENTED       USGS
 AB8419
 AB8419                          STATION DESCRIPTION
 AB8419
 AB8419'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 AB8419'THE STATION IS LOCATED 5.8 MI (9.3 KM) SOUTHWEST OF THE INTERSECTION
 AB8419'OF STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO
 AB8419'COUNTY LINE ROAD) , 13.1 MI (21.1 KM) SOUTHEAST OF THE VILLAGE OF
 AB8419'SIREN, 4.3 MI (6.9 KM) SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 AB8419'70 AND COUNTY ROAD H, IN THE SOUTHWEST QUARTER OF THE SOUTHWEST
 AB8419'QUARTER, SECTION 21, T38N, R14W, TOWN OF DEWEY.  TO REACH THE STATION
 AB8419'FROM THE INTERSECTION OF STATE HIGHWAY 70 AND COUNTY ROAD H GO SOUTH
 AB8419'ALONG COUNTY ROAD H 4.2 MI (6.8 KM) TO COUNTY ROAD B, GO WEST ALONG
 AB8419'COUNTY ROAD B TO TOWN HALL ROAD, THE STATION IS LOCATED 53 FEET (16.2
 AB8419'M) NORTH OF COUNTY ROAD B, 35 FEET (10.7 M) EAST OF TOWN HALL ROAD,
 AB8419'ALONG BARBED WIRE FENCE.  THIS STATION IS A EXISTING UNITED STATES
 AB8419'GEOLOGICAL SURVEY BENCH MARK DESCRIBED AS A STANDARD ROD SUPPORTED
 AB8419'TABLET WELDED TO .04 FOOT (1.22 CM) COPPER COATED STEEL ROD DRIVEN 20
 AB8419'FEET (6.1 M) TO REFUSAL, SET IN .42 FOOT (12.80 CM) TILE FLUSH WITH
 AB8419'GROUND SURFACE, STAMPED 3 LAP 1979.  FIBERGLASS WITNESS POST SET 3
 AB8419'FEET (0.9 M) WEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0746 ***********************************************************************
 PN0746  DESIGNATION -  3 RB USGS
 PN0746  PID         -  PN0746
 PN0746  STATE/COUNTY-  WI/WAUPACA
 PN0746  COUNTRY     -  US
 PN0746  USGS QUAD   -  MANAWA (2018)
 PN0746
 PN0746                         *CURRENT SURVEY CONTROL
 PN0746  ______________________________________________________________________
 PN0746* NAD 83(1986) POSITION- 44 24 10.0    (N) 088 52 37.9    (W)   HD_HELD2
 PN0746* NAVD 88 ORTHO HEIGHT -   247.344 (meters)      811.49  (feet) ADJUSTED
 PN0746  ______________________________________________________________________
 PN0746  GEOID HEIGHT    -        -36.459 (meters)                     GEOID18
 PN0746  DYNAMIC HEIGHT  -        247.303 (meters)      811.36  (feet) COMP
 PN0746  MODELED GRAVITY -    980,445.3   (mgal)                       NAVD 88
 PN0746
 PN0746  VERT ORDER      -  FIRST     CLASS II
 PN0746
 PN0746.The horizontal coordinates were established by autonomous hand held GPS
 PN0746.observations and have an estimated accuracy of +/- 10 meters.
 PN0746
 PN0746.The orthometric height was determined by differential leveling and
 PN0746.adjusted by the NATIONAL GEODETIC SURVEY
 PN0746.in June 1991.
 PN0746
 PN0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0746.GEOID18 height accuracy estimate available here.
 PN0746
 PN0746.Click photographs - Photos may exist for this station.
 PN0746
 PN0746.The dynamic height is computed by dividing the NAVD 88
 PN0746.geopotential number by the normal gravity value computed on the
 PN0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0746.degrees latitude (g = 980.6199 gals.).
 PN0746
 PN0746.The modeled gravity was interpolated from observed gravity values.
 PN0746
 PN0746;                    North         East    Units  Estimated Accuracy
 PN0746;SPC WI C     -    63,894.      689,439.      MT  (+/- 10 meters HH2 GPS)
 PN0746
 PN0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5051818323(NAD 83)
 PN0746
 PN0746                          SUPERSEDED SURVEY CONTROL
 PN0746
 PN0746.No superseded survey control is available for this station.
 PN0746
 PN0746_MARKER: DB = BENCH MARK DISK
 PN0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0746_STAMPING: 3 RB 1968
 PN0746_MARK LOGO: USGS
 PN0746_PROJECTION: PROJECTING 15 CENTIMETERS
 PN0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0746+STABILITY: SURFACE MOTION
 PN0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0746+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 PN0746
 PN0746  HISTORY     - Date     Condition        Report By
 PN0746  HISTORY     - 1968     MONUMENTED       USGS
 PN0746  HISTORY     - 1985     GOOD             NGS
 PN0746  HISTORY     - 20021223 GOOD             USPSQD
 PN0746  HISTORY     - 20040328 GOOD             USPSQD
 PN0746
 PN0746                          STATION DESCRIPTION
 PN0746
 PN0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0746'19.6 KM (12.2 MI) EAST FROM WAUPACA.
 PN0746'19.6 KM (12.2 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0746'IN WAUPACA, 57.6 M (189.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PN0746'6.9 M (22.6 FT) EAST OF THE CENTER OF COUNTY ROAD O, AND 0.7 M (2.3
 PN0746'FT) NORTHWEST OF A RIGHT-OF-WAY POST.
 PN0746'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PN0746'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PN0746
 PN0746                          STATION RECOVERY (2002)
 PN0746
 PN0746'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0746'RECOVERED IN GOOD CONDITION.  ADD-- IT IS ABOUT 42 FEET EAST-SOUTHEAST
 PN0746'OF A UTILITY POLE WITH 3 GUY WIRES.  IT IS 1 FOOT WEST OF AN ORANGE
 PN0746'WITNESS POST.  BEING IN A TREE LINE, SATELLITE OBSERVATIONS WOULD BE
 PN0746'QUESTIONABLE.
 PN0746
 PN0746                          STATION RECOVERY (2004)
 PN0746
 PN0746'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0746'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0546 ***********************************************************************
 QM0546  DESIGNATION -  3 SAN
 QM0546  PID         -  QM0546
 QM0546  STATE/COUNTY-  WI/FOREST
 QM0546  COUNTRY     -  US
 QM0546  USGS QUAD   -  LAKE LUCERNE (2018)
 QM0546
 QM0546                         *CURRENT SURVEY CONTROL
 QM0546  ______________________________________________________________________
 QM0546* NAD 83(1986) POSITION- 45 33 56.15   (N) 088 46 07.64   (W)   HD_HELD1
 QM0546* NAVD 88 ORTHO HEIGHT -   490.199 (meters)     1608.26  (feet) ADJUSTED
 QM0546  ______________________________________________________________________
 QM0546  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 QM0546  DYNAMIC HEIGHT  -        490.157 (meters)     1608.12  (feet) COMP
 QM0546  MODELED GRAVITY -    980,515.1   (mgal)                       NAVD 88
 QM0546
 QM0546  VERT ORDER      -  FIRST     CLASS II
 QM0546
 QM0546.The horizontal coordinates were determined by differentially corrected
 QM0546.hand held GPS observations or other comparable positioning techniques
 QM0546.and have an estimated accuracy of +/- 3 meters.
 QM0546
 QM0546.The orthometric height was determined by differential leveling and
 QM0546.adjusted by the NATIONAL GEODETIC SURVEY
 QM0546.in June 1991.
 QM0546
 QM0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0546.GEOID18 height accuracy estimate available here.
 QM0546
 QM0546.Click photographs - Photos may exist for this station.
 QM0546
 QM0546.The dynamic height is computed by dividing the NAVD 88
 QM0546.geopotential number by the normal gravity value computed on the
 QM0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0546.degrees latitude (g = 980.6199 gals.).
 QM0546
 QM0546.The modeled gravity was interpolated from observed gravity values.
 QM0546
 QM0546;                    North         East    Units  Estimated Accuracy
 QM0546;SPC WI N     -    45,083.6     696,113.4     MT  (+/- 3 meters HH1 GPS) 
 QM0546
 QM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6197147305(NAD 83)
 QM0546
 QM0546                          SUPERSEDED SURVEY CONTROL
 QM0546
 QM0546.No superseded survey control is available for this station.
 QM0546
 QM0546_MARKER: DB = BENCH MARK DISK
 QM0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0546_STAMPING: 3 SAN 1963 1608
 QM0546_MARK LOGO: USGS
 QM0546_PROJECTION: PROJECTING 15 CENTIMETERS
 QM0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0546+STABILITY: SURFACE MOTION
 QM0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0546+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2014
 QM0546
 QM0546  HISTORY     - Date     Condition        Report By
 QM0546  HISTORY     - 1963     MONUMENTED       USGS
 QM0546  HISTORY     - 1985     GOOD             NGS
 QM0546  HISTORY     - 20051115 GOOD             WIDT
 QM0546  HISTORY     - 20140715 GOOD             WIDT
 QM0546
 QM0546                          STATION DESCRIPTION
 QM0546
 QM0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0546'7.4 KM (4.6 MI) WEST FROM LAONA.
 QM0546'7.4 KM (4.6 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0546'STATE HIGHWAY 32 IN PAONA, 1.1 KM (0.7 MI) SOUTHEAST OF THE
 QM0546'INTERSECTION OF POTOWATOMI ROAD, 21.5 M (70.5 FT) NORTH OF THE
 QM0546'CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) SOUTHWEST OF UTILITY
 QM0546'POLE NUMBER 3614 29L3.
 QM0546'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QM0546'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
 QM0546
 QM0546                          STATION RECOVERY (2005)
 QM0546
 QM0546'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0546'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0546
 QM0546                          STATION RECOVERY (2014)
 QM0546
 QM0546'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0546'RECOVERED IN GOOD CONDITION.
 QM0546'
 QM0546'NOTE-THE POWER POLE HAS BEEN REPLACED.  THE STATION IS 3.2 M (10.5 FT)
 QM0546'WEST OF THE POWER POLE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 QM0546'BY THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5217 ***********************************************************************
 DK5217  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5217  DESIGNATION -  3 UNITY W GPS
 DK5217  PID         -  DK5217
 DK5217  STATE/COUNTY-  WI/TREMPEALEAU
 DK5217  COUNTRY     -  US
 DK5217  USGS QUAD   -  STRUM (2018)
 DK5217
 DK5217                         *CURRENT SURVEY CONTROL
 DK5217  ______________________________________________________________________
 DK5217* NAD 83(2011) POSITION- 44 33 36.82300(N) 091 22 32.79263(W)   ADJUSTED
 DK5217* NAD 83(2011) ELLIP HT-   242.097 (meters)        (06/27/12)   ADJUSTED
 DK5217* NAD 83(2011) EPOCH   -  2010.00
 DK5217* NAVD 88 ORTHO HEIGHT -   273.22  (meters)      896.4   (feet) GPS OBS
 DK5217  ______________________________________________________________________
 DK5217  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5217  GEOID HEIGHT    -        -31.116 (meters)                     GEOID12A
 DK5217  GEOID HEIGHT    -        -31.117 (meters)                     GEOID18
 DK5217  NAD 83(2011) X  -   -109,295.780 (meters)                     COMP
 DK5217  NAD 83(2011) Y  - -4,550,874.955 (meters)                     COMP
 DK5217  NAD 83(2011) Z  -  4,452,829.206 (meters)                     COMP
 DK5217  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 DK5217
 DK5217  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5217  Standards:
 DK5217         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5217            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5217  -------------------------------------------------------------------
 DK5217  NETWORK    0.45   0.37           0.21   0.15   0.19      0.10259508
 DK5217  -------------------------------------------------------------------
 DK5217  Click here for local accuracies and other accuracy information.
 DK5217
 DK5217.The horizontal coordinates were established by GPS observations
 DK5217.and adjusted by the National Geodetic Survey in June 2012.
 DK5217
 DK5217.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5217.been affixed to the stable North American tectonic plate. See 
 DK5217.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5217
 DK5217.The horizontal coordinates are valid at the epoch date displayed above
 DK5217.which is a decimal equivalence of Year/Month/Day.
 DK5217
 DK5217.The orthometric height was determined by GPS observations and a
 DK5217.high-resolution geoid model using precise GPS observation and
 DK5217.processing techniques.
 DK5217
 DK5217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5217.GEOID18 height accuracy estimate available here.
 DK5217
 DK5217.Click photographs - Photos may exist for this station.
 DK5217
 DK5217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5217
 DK5217.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5217
 DK5217.The ellipsoidal height was determined by GPS observations
 DK5217.and is referenced to NAD 83.
 DK5217
 DK5217. The following values were computed from the NAD 83(2011) position.
 DK5217
 DK5217;                    North         East     Units Scale Factor Converg.
 DK5217;SPC WI C     -    81,696.983   490,707.916   MT  0.99995583   -0 58 14.6
 DK5217;SPC WI C     -   268,034.19  1,609,930.89   sFT  0.99995583   -0 58 14.6
 DK5217;UTM  15      - 4,935,382.279   628,989.469   MT  0.99980461   +1 08 23.3
 DK5217
 DK5217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5217!SPC WI C     -   0.99996204  x   0.99995583  =   0.99991787
 DK5217!UTM  15      -   0.99996204  x   0.99980461  =   0.99976666
 DK5217
 DK5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2898935382(NAD 83)
 DK5217
 DK5217                          SUPERSEDED SURVEY CONTROL
 DK5217
 DK5217  ELLIP H (01/19/10)  242.127  (m)                       GP(       ) 3 1
 DK5217  NAD 83(2007)-  44 33 36.82317(N)    091 22 32.79348(W) AD(2002.00) 1
 DK5217  ELLIP H (07/29/08)  242.126  (m)                       GP(2002.00) 3 1
 DK5217  NAVD 88 (07/29/08)  273.21   (m)  GEOID03  model used  GPS OBS        
 DK5217
 DK5217.Superseded values are not recommended for survey control.
 DK5217
 DK5217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5217.See file dsdata.pdf to determine how the superseded data were derived.
 DK5217
 DK5217_MARKER: DD = SURVEY DISK
 DK5217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5217_STAMPING: 3 UNITY W GPS 1995
 DK5217_MARK LOGO: WI-121
 DK5217_PROJECTION: FLUSH
 DK5217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5217+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2011
 DK5217
 DK5217  HISTORY     - Date     Condition        Report By
 DK5217  HISTORY     - 1995     MONUMENTED       WI-121
 DK5217  HISTORY     - 20061106 GOOD             WIDT
 DK5217  HISTORY     - 20111020 GOOD             WIDT
 DK5217
 DK5217                          STATION DESCRIPTION
 DK5217
 DK5217'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5217'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DK5217'HIGHWAY D (5TH AVENUE NORTH) IN THE VILLAGE OF STRUM, GO EAST ON US
 DK5217'HIGHWAY 10 FOR 0.85 MI (1.4 KM) TO THE STATION ON THE LEFT.  THE
 DK5217'STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK
 DK5217'SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED
 DK5217'WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DK5217'THE STATION IS 16.5 M (54.1 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DK5217'10, 83 M (272.3 FT) EAST-NORTHEAST OF A WOOD POST FOR A --NO PASSING
 DK5217'ZONE-- SIGN, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF AN
 DK5217'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5217'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5217'HORIZON.
 DK5217
 DK5217                          STATION RECOVERY (2011)
 DK5217
 DK5217'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9927 ***********************************************************************
 AF9927  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9927  DESIGNATION -  301 LITTLE SAND BAY GPS
 AF9927  PID         -  AF9927
 AF9927  STATE/COUNTY-  WI/BAYFIELD
 AF9927  COUNTRY     -  US
 AF9927  USGS QUAD   -  SAND ISLAND (2018)
 AF9927
 AF9927                         *CURRENT SURVEY CONTROL
 AF9927  ______________________________________________________________________
 AF9927* NAD 83(2011) POSITION- 46 56 48.96192(N) 090 53 20.47272(W)   ADJUSTED
 AF9927* NAD 83(2011) ELLIP HT-   154.773 (meters)        (06/27/12)   ADJUSTED
 AF9927* NAD 83(2011) EPOCH   -  2010.00
 AF9927* NAVD 88 ORTHO HEIGHT -   185.98  (meters)      610.2   (feet) GPS OBS
 AF9927  ______________________________________________________________________
 AF9927  GEOID HEIGHT    -        -31.193 (meters)                     GEOID18
 AF9927  NAD 83(2011) X  -    -67,681.159 (meters)                     COMP
 AF9927  NAD 83(2011) Y  - -4,361,580.946 (meters)                     COMP
 AF9927  NAD 83(2011) Z  -  4,637,852.520 (meters)                     COMP
 AF9927  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 AF9927
 AF9927  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9927  Standards:
 AF9927         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9927            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9927  -------------------------------------------------------------------
 AF9927  NETWORK    0.60   1.00           0.28   0.20   0.51      0.03140500
 AF9927  -------------------------------------------------------------------
 AF9927  Click here for local accuracies and other accuracy information.
 AF9927
 AF9927.The horizontal coordinates were established by GPS observations
 AF9927.and adjusted by the National Geodetic Survey in June 2012.
 AF9927
 AF9927.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9927.been affixed to the stable North American tectonic plate. See 
 AF9927.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9927
 AF9927.The horizontal coordinates are valid at the epoch date displayed above
 AF9927.which is a decimal equivalence of Year/Month/Day.
 AF9927
 AF9927.The orthometric height was determined by GPS observations and a
 AF9927.high-resolution geoid model using precise GPS observation and
 AF9927.processing techniques.
 AF9927
 AF9927.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9927.GEOID18 height accuracy estimate available here.
 AF9927
 AF9927.Click photographs - Photos may exist for this station.
 AF9927
 AF9927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9927
 AF9927.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9927
 AF9927.The ellipsoidal height was determined by GPS observations
 AF9927.and is referenced to NAD 83.
 AF9927
 AF9927. The following values were computed from the NAD 83(2011) position.
 AF9927
 AF9927;                    North         East     Units Scale Factor Converg.
 AF9927;SPC WI N     -   198,257.285   532,316.608   MT  1.00003796   -0 38 28.7
 AF9927;SPC WI N     -   650,449.11  1,746,442.07   sFT  1.00003796   -0 38 28.7
 AF9927;UTM  15      - 5,201,430.037   660,644.863   MT  0.99991719   +1 32 34.3
 AF9927
 AF9927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9927!SPC WI N     -   0.99997574  x   1.00003796  =   1.00001370
 AF9927!UTM  15      -   0.99997574  x   0.99991719  =   0.99989293
 AF9927
 AF9927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN6064401430(NAD 83)
 AF9927
 AF9927                          SUPERSEDED SURVEY CONTROL
 AF9927
 AF9927  NAD 83(2007)-  46 56 48.96201(N)    090 53 20.47349(W) AD(2002.00) 0
 AF9927  ELLIP H (02/10/07)  154.801  (m)                       GP(2002.00)    
 AF9927  NAD 83(1997)-  46 56 48.96236(N)    090 53 20.47423(W) AD(       ) 1
 AF9927  ELLIP H (12/26/02)  154.854  (m)                       GP(       ) 3 2
 AF9927  NAD 83(1991)-  46 56 48.96227(N)    090 53 20.47257(W) AD(       ) 1
 AF9927  ELLIP H (04/30/98)  154.846  (m)                       GP(       ) 3 2
 AF9927  NAVD 88 (05/27/14)  186.00   (m)  GEOID12A model used  GPS OBS        
 AF9927  NAVD 88 (04/30/98)  186.0    (m)  GEOID96  model used  GPS OBS        
 AF9927
 AF9927.Superseded values are not recommended for survey control.
 AF9927
 AF9927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9927.See file dsdata.pdf to determine how the superseded data were derived.
 AF9927
 AF9927_MARKER: DD = SURVEY DISK
 AF9927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9927_STAMPING: 301 LITTLE SAND BAY GPS
 AF9927_MARK LOGO: WI-007
 AF9927_PROJECTION: FLUSH
 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 - January 01, 2014
 AF9927
 AF9927  HISTORY     - Date     Condition        Report By
 AF9927  HISTORY     - 1996     MONUMENTED       WI-007
 AF9927  HISTORY     - 20140101 GOOD             WIDT
 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) .
 AF9927
 AF9927                          STATION RECOVERY (2014)
 AF9927
 AF9927'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 AF9927'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9930 ***********************************************************************
 AF9930  DESIGNATION -  302 HERBSTER GPS
 AF9930  PID         -  AF9930
 AF9930  STATE/COUNTY-  WI/BAYFIELD
 AF9930  COUNTRY     -  US
 AF9930  USGS QUAD   -  HERBSTER (2018)
 AF9930
 AF9930                         *CURRENT SURVEY CONTROL
 AF9930  ______________________________________________________________________
 AF9930* NAD 83(2011) POSITION- 46 49 47.66338(N) 091 15 45.70777(W)   ADJUSTED
 AF9930* NAD 83(2011) ELLIP HT-   162.897 (meters)        (06/27/12)   ADJUSTED
 AF9930* NAD 83(2011) EPOCH   -  2010.00
 AF9930* NAVD 88 ORTHO HEIGHT -   193.8   (meters)      636.    (feet) GPS OBS
 AF9930  ______________________________________________________________________
 AF9930  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9930  GEOID HEIGHT    -        -30.810 (meters)                     GEOID96
 AF9930  GEOID HEIGHT    -        -30.910 (meters)                     GEOID18
 AF9930  NAD 83(2011) X  -    -96,334.659 (meters)                     COMP
 AF9930  NAD 83(2011) Y  - -4,370,547.712 (meters)                     COMP
 AF9930  NAD 83(2011) Z  -  4,628,967.072 (meters)                     COMP
 AF9930  LAPLACE CORR    -         -8.42  (seconds)                    DEFLEC18
 AF9930
 AF9930  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9930  Standards:
 AF9930         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9930            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9930  -------------------------------------------------------------------
 AF9930  NETWORK    0.64   2.33           0.30   0.21   1.19      0.07948090
 AF9930  -------------------------------------------------------------------
 AF9930  Click here for local accuracies and other accuracy information.
 AF9930
 AF9930.The horizontal coordinates were established by GPS observations
 AF9930.and adjusted by the National Geodetic Survey in June 2012.
 AF9930
 AF9930.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9930.been affixed to the stable North American tectonic plate. See 
 AF9930.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9930
 AF9930.The horizontal coordinates are valid at the epoch date displayed above
 AF9930.which is a decimal equivalence of Year/Month/Day.
 AF9930
 AF9930.The orthometric height was determined by GPS observations and a
 AF9930.high-resolution geoid model.
 AF9930
 AF9930.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9930.GEOID18 height accuracy estimate available here.
 AF9930
 AF9930.Click photographs - Photos may exist for this station.
 AF9930
 AF9930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9930
 AF9930.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9930
 AF9930.The ellipsoidal height was determined by GPS observations
 AF9930.and is referenced to NAD 83.
 AF9930
 AF9930. The following values were computed from the NAD 83(2011) position.
 AF9930
 AF9930;                    North         East     Units Scale Factor Converg.
 AF9930;SPC WI N     -   185,634.179   503,662.884   MT  1.00001218   -0 54 39.1
 AF9930;SPC WI N     -   609,034.80  1,652,433.98   sFT  1.00001218   -0 54 39.1
 AF9930;UTM  15      - 5,187,727.778   632,496.801   MT  0.99981577   +1 16 02.1
 AF9930
 AF9930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9930!SPC WI N     -   0.99997447  x   1.00001218  =   0.99998665
 AF9930!UTM  15      -   0.99997447  x   0.99981577  =   0.99979024
 AF9930
 AF9930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3249687727(NAD 83)
 AF9930
 AF9930                          SUPERSEDED SURVEY CONTROL
 AF9930
 AF9930  NAD 83(2007)-  46 49 47.66346(N)    091 15 45.70855(W) AD(2002.00) 0
 AF9930  ELLIP H (02/10/07)  162.926  (m)                       GP(2002.00)    
 AF9930  NAD 83(1997)-  46 49 47.66369(N)    091 15 45.70908(W) AD(       ) 1
 AF9930  ELLIP H (12/26/02)  162.968  (m)                       GP(       ) 3 2
 AF9930  NAD 83(1991)-  46 49 47.66363(N)    091 15 45.70769(W) AD(       ) 1
 AF9930  ELLIP H (04/30/98)  162.959  (m)                       GP(       ) 3 2
 AF9930
 AF9930.Superseded values are not recommended for survey control.
 AF9930
 AF9930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9930.See file dsdata.pdf to determine how the superseded data were derived.
 AF9930
 AF9930_MARKER: DD = SURVEY DISK
 AF9930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9930_STAMPING: 302 HERBSTER GPS
 AF9930_MARK LOGO: WI-007
 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        Report 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 = MAY  9, 2026 08:34:30 EDT
 AF9944 ***********************************************************************
 AF9944  DESIGNATION -  303 BARNES GPS
 AF9944  PID         -  AF9944
 AF9944  STATE/COUNTY-  WI/BAYFIELD
 AF9944  COUNTRY     -  US
 AF9944  USGS QUAD   -  DRUMMOND NW (2018)
 AF9944
 AF9944                         *CURRENT SURVEY CONTROL
 AF9944  ______________________________________________________________________
 AF9944* NAD 83(2011) POSITION- 46 23 16.76845(N) 091 28 05.89241(W)   ADJUSTED
 AF9944* NAD 83(2011) ELLIP HT-   348.400 (meters)        (06/27/12)   ADJUSTED
 AF9944* NAD 83(2011) EPOCH   -  2010.00
 AF9944* NAVD 88 ORTHO HEIGHT -   376.8   (meters)     1236.    (feet) GPS OBS
 AF9944  ______________________________________________________________________
 AF9944  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9944  GEOID HEIGHT    -        -28.310 (meters)                     GEOID96
 AF9944  GEOID HEIGHT    -        -28.348 (meters)                     GEOID18
 AF9944  NAD 83(2011) X  -   -112,935.811 (meters)                     COMP
 AF9944  NAD 83(2011) Y  - -4,405,988.939 (meters)                     COMP
 AF9944  NAD 83(2011) Z  -  4,595,353.198 (meters)                     COMP
 AF9944  LAPLACE CORR    -        -10.54  (seconds)                    DEFLEC18
 AF9944
 AF9944  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9944  Standards:
 AF9944         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9944            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9944  -------------------------------------------------------------------
 AF9944  NETWORK    0.47   3.90           0.22   0.15   1.99      0.24134150
 AF9944  -------------------------------------------------------------------
 AF9944  Click here for local accuracies and other accuracy information.
 AF9944
 AF9944.The horizontal coordinates were established by GPS observations
 AF9944.and adjusted by the National Geodetic Survey in June 2012.
 AF9944
 AF9944.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9944.been affixed to the stable North American tectonic plate. See 
 AF9944.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9944
 AF9944.The horizontal coordinates are valid at the epoch date displayed above
 AF9944.which is a decimal equivalence of Year/Month/Day.
 AF9944
 AF9944.The orthometric height was determined by GPS observations and a
 AF9944.high-resolution geoid model.
 AF9944
 AF9944.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9944.GEOID18 height accuracy estimate available here.
 AF9944
 AF9944.Click photographs - Photos may exist for this station.
 AF9944
 AF9944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9944
 AF9944.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9944
 AF9944.The ellipsoidal height was determined by GPS observations
 AF9944.and is referenced to NAD 83.
 AF9944
 AF9944. The following values were computed from the NAD 83(2011) position.
 AF9944
 AF9944;                    North         East     Units Scale Factor Converg.
 AF9944;SPC WI N     -   136,788.645   487,069.758   MT  0.99995272   -1 03 33.1
 AF9944;SPC WI N     -   448,780.75  1,597,994.70   sFT  0.99995272   -1 03 33.1
 AF9944;UTM  15      - 5,138,297.336   617,770.430   MT  0.99977049   +1 06 32.8
 AF9944
 AF9944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9944!SPC WI N     -   0.99994539  x   0.99995272  =   0.99989811
 AF9944!UTM  15      -   0.99994539  x   0.99977049  =   0.99971589
 AF9944
 AF9944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1777038297(NAD 83)
 AF9944
 AF9944                          SUPERSEDED SURVEY CONTROL
 AF9944
 AF9944  NAD 83(2007)-  46 23 16.76855(N)    091 28 05.89312(W) AD(2002.00) 0
 AF9944  ELLIP H (02/10/07)  348.431  (m)                       GP(2002.00)    
 AF9944  NAD 83(1997)-  46 23 16.76866(N)    091 28 05.89374(W) AD(       ) 1
 AF9944  ELLIP H (12/26/02)  348.447  (m)                       GP(       ) 3 2
 AF9944  NAD 83(1991)-  46 23 16.76850(N)    091 28 05.89233(W) AD(       ) 1
 AF9944  ELLIP H (04/30/98)  348.451  (m)                       GP(       ) 3 2
 AF9944
 AF9944.Superseded values are not recommended for survey control.
 AF9944
 AF9944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9944.See file dsdata.pdf to determine how the superseded data were derived.
 AF9944
 AF9944_MARKER: DD = SURVEY DISK
 AF9944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9944_STAMPING: 303 BARNES GPS
 AF9944_MARK LOGO: WI-007
 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        Report 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 = MAY  9, 2026 08:34:30 EDT
 AF9926 ***********************************************************************
 AF9926  DESIGNATION -  304 BURHO GPS
 AF9926  PID         -  AF9926
 AF9926  STATE/COUNTY-  WI/BAYFIELD
 AF9926  COUNTRY     -  US
 AF9926  USGS QUAD   -  GRAND VIEW (2018)
 AF9926
 AF9926                         *CURRENT SURVEY CONTROL
 AF9926  ______________________________________________________________________
 AF9926* NAD 83(2011) POSITION- 46 22 18.20674(N) 091 04 42.11834(W)   ADJUSTED
 AF9926* NAD 83(2011) ELLIP HT-   262.787 (meters)        (06/27/12)   ADJUSTED
 AF9926* NAD 83(2011) EPOCH   -  2010.00
 AF9926* NAVD 88 ORTHO HEIGHT -   292.8   (meters)      961.    (feet) GPS OBS
 AF9926  ______________________________________________________________________
 AF9926  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9926  GEOID HEIGHT    -        -29.892 (meters)                     GEOID96
 AF9926  GEOID HEIGHT    -        -29.967 (meters)                     GEOID18
 AF9926  NAD 83(2011) X  -    -82,971.163 (meters)                     COMP
 AF9926  NAD 83(2011) Y  - -4,407,905.316 (meters)                     COMP
 AF9926  NAD 83(2011) Z  -  4,594,043.706 (meters)                     COMP
 AF9926  LAPLACE CORR    -        -12.26  (seconds)                    DEFLEC18
 AF9926
 AF9926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9926  Standards:
 AF9926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9926  -------------------------------------------------------------------
 AF9926  NETWORK    0.52   2.21           0.24   0.17   1.13      0.06965665
 AF9926  -------------------------------------------------------------------
 AF9926  Click here for local accuracies and other accuracy information.
 AF9926
 AF9926.The horizontal coordinates were established by GPS observations
 AF9926.and adjusted by the National Geodetic Survey in June 2012.
 AF9926
 AF9926.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9926.been affixed to the stable North American tectonic plate. See 
 AF9926.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9926
 AF9926.The horizontal coordinates are valid at the epoch date displayed above
 AF9926.which is a decimal equivalence of Year/Month/Day.
 AF9926
 AF9926.The orthometric height was determined by GPS observations and a
 AF9926.high-resolution geoid model.
 AF9926
 AF9926.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9926.GEOID18 height accuracy estimate available here.
 AF9926
 AF9926.Click photographs - Photos may exist for this station.
 AF9926
 AF9926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9926
 AF9926.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9926
 AF9926.The ellipsoidal height was determined by GPS observations
 AF9926.and is referenced to NAD 83.
 AF9926
 AF9926. The following values were computed from the NAD 83(2011) position.
 AF9926
 AF9926;                    North         East     Units Scale Factor Converg.
 AF9926;SPC WI N     -   134,499.854   517,033.910   MT  0.99995167   -0 46 40.4
 AF9926;SPC WI N     -   441,271.60  1,696,302.09   sFT  0.99995167   -0 46 40.4
 AF9926;UTM  15      - 5,137,144.246   647,795.692   MT  0.99986851   +1 23 28.3
 AF9926
 AF9926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9926!SPC WI N     -   0.99995881  x   0.99995167  =   0.99991048
 AF9926!UTM  15      -   0.99995881  x   0.99986851  =   0.99982732
 AF9926
 AF9926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4779537144(NAD 83)
 AF9926
 AF9926                          SUPERSEDED SURVEY CONTROL
 AF9926
 AF9926  NAD 83(2007)-  46 22 18.20683(N)    091 04 42.11909(W) AD(2002.00) 0
 AF9926  ELLIP H (02/10/07)  262.815  (m)                       GP(2002.00)    
 AF9926  NAD 83(1997)-  46 22 18.20699(N)    091 04 42.11976(W) AD(       ) 1
 AF9926  ELLIP H (12/26/02)  262.843  (m)                       GP(       ) 3 2
 AF9926  NAD 83(1991)-  46 22 18.20689(N)    091 04 42.11831(W) AD(       ) 1
 AF9926  ELLIP H (04/30/98)  262.837  (m)                       GP(       ) 3 2
 AF9926
 AF9926.Superseded values are not recommended for survey control.
 AF9926
 AF9926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9926.See file dsdata.pdf to determine how the superseded data were derived.
 AF9926
 AF9926_MARKER: DD = SURVEY DISK
 AF9926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9926_STAMPING: 304 BURHO GPS
 AF9926_MARK LOGO: WI-007
 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 - May 09, 2004
 AF9926
 AF9926  HISTORY     - Date     Condition        Report By
 AF9926  HISTORY     - 1996     MONUMENTED       WI-007
 AF9926  HISTORY     - 20040509 GOOD             USPSQD
 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) .
 AF9926
 AF9926                          STATION RECOVERY (2004)
 AF9926
 AF9926'RECOVERY NOTE BY US POWER SQUADRON 2004
 AF9926'RECOVERED IN GOOD CONDITION AS DESCRIBED. USPS JRD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9980 ***********************************************************************
 AF9980  DESIGNATION -  305 BEARSDALE GPS
 AF9980  PID         -  AF9980
 AF9980  STATE/COUNTY-  WI/BAYFIELD
 AF9980  COUNTRY     -  US
 AF9980  USGS QUAD   -  DRUMMOND (2018)
 AF9980
 AF9980                         *CURRENT SURVEY CONTROL
 AF9980  ______________________________________________________________________
 AF9980* NAD 83(2011) POSITION- 46 16 15.45461(N) 091 21 16.07018(W)   ADJUSTED
 AF9980* NAD 83(2011) ELLIP HT-   407.376 (meters)        (06/27/12)   ADJUSTED
 AF9980* NAD 83(2011) EPOCH   -  2010.00
 AF9980* NAVD 88 ORTHO HEIGHT -   435.9   (meters)     1430.    (feet) GPS OBS
 AF9980  ______________________________________________________________________
 AF9980  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9980  GEOID HEIGHT    -        -28.397 (meters)                     GEOID96
 AF9980  GEOID HEIGHT    -        -28.433 (meters)                     GEOID18
 AF9980  NAD 83(2011) X  -   -104,404.846 (meters)                     COMP
 AF9980  NAD 83(2011) Y  - -4,415,652.952 (meters)                     COMP
 AF9980  NAD 83(2011) Z  -  4,586,412.495 (meters)                     COMP
 AF9980  LAPLACE CORR    -        -12.65  (seconds)                    DEFLEC18
 AF9980
 AF9980  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9980  Standards:
 AF9980         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9980            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9980  -------------------------------------------------------------------
 AF9980  NETWORK    1.78   6.31           0.81   0.60   3.22     -0.22448614
 AF9980  -------------------------------------------------------------------
 AF9980  Click here for local accuracies and other accuracy information.
 AF9980
 AF9980.The horizontal coordinates were established by GPS observations
 AF9980.and adjusted by the National Geodetic Survey in June 2012.
 AF9980
 AF9980.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9980.been affixed to the stable North American tectonic plate. See 
 AF9980.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9980
 AF9980.The horizontal coordinates are valid at the epoch date displayed above
 AF9980.which is a decimal equivalence of Year/Month/Day.
 AF9980
 AF9980.The orthometric height was determined by GPS observations and a
 AF9980.high-resolution geoid model.
 AF9980
 AF9980.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9980.GEOID18 height accuracy estimate available here.
 AF9980
 AF9980.Click photographs - Photos may exist for this station.
 AF9980
 AF9980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9980
 AF9980.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9980
 AF9980.The ellipsoidal height was determined by GPS observations
 AF9980.and is referenced to NAD 83.
 AF9980
 AF9980. The following values were computed from the NAD 83(2011) position.
 AF9980
 AF9980;                    North         East     Units Scale Factor Converg.
 AF9980;SPC WI N     -   123,626.636   495,602.683   MT  0.99994696   -0 58 37.5
 AF9980;SPC WI N     -   405,598.39  1,625,989.80   sFT  0.99994696   -0 58 37.5
 AF9980;UTM  15      - 5,125,469.567   626,793.521   MT  0.99979762   +1 11 21.3
 AF9980
 AF9980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9980!SPC WI N     -   0.99993614  x   0.99994696  =   0.99988311
 AF9980!UTM  15      -   0.99993614  x   0.99979762  =   0.99973378
 AF9980
 AF9980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2679325469(NAD 83)
 AF9980
 AF9980                          SUPERSEDED SURVEY CONTROL
 AF9980
 AF9980  NAD 83(2007)-  46 16 15.45470(N)    091 21 16.07092(W) AD(2002.00) 0
 AF9980  ELLIP H (02/10/07)  407.405  (m)                       GP(2002.00)    
 AF9980  NAD 83(1997)-  46 16 15.45474(N)    091 21 16.07170(W) AD(       ) 1
 AF9980  ELLIP H (12/26/02)  407.498  (m)                       GP(       ) 3 2
 AF9980  NAD 83(1991)-  46 16 15.45461(N)    091 21 16.07068(W) AD(       ) 1
 AF9980  ELLIP H (04/30/98)  407.486  (m)                       GP(       ) 3 2
 AF9980
 AF9980.Superseded values are not recommended for survey control.
 AF9980
 AF9980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9980.See file dsdata.pdf to determine how the superseded data were derived.
 AF9980
 AF9980_MARKER: DD = SURVEY DISK
 AF9980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9980_STAMPING: 305 BEARSDALE GPS
 AF9980_MARK LOGO: WI-007
 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        Report 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 = MAY  9, 2026 08:34:30 EDT
 AF9955 ***********************************************************************
 AF9955  DESIGNATION -  307 TAYLOR LAKE GPS
 AF9955  PID         -  AF9955
 AF9955  STATE/COUNTY-  WI/BAYFIELD
 AF9955  COUNTRY     -  US
 AF9955  USGS QUAD   -  GRAND VIEW (2018)
 AF9955
 AF9955                         *CURRENT SURVEY CONTROL
 AF9955  ______________________________________________________________________
 AF9955* NAD 83(2011) POSITION- 46 15 31.22716(N) 091 02 30.71350(W)   ADJUSTED
 AF9955* NAD 83(2011) ELLIP HT-   412.575 (meters)        (06/27/12)   ADJUSTED
 AF9955* NAD 83(2011) EPOCH   -  2010.00
 AF9955* NAVD 88 ORTHO HEIGHT -   442.3   (meters)     1451.    (feet) GPS OBS
 AF9955  ______________________________________________________________________
 AF9955  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9955  GEOID HEIGHT    -        -29.708 (meters)                     GEOID96
 AF9955  GEOID HEIGHT    -        -29.784 (meters)                     GEOID18
 AF9955  NAD 83(2011) X  -    -80,330.133 (meters)                     COMP
 AF9955  NAD 83(2011) Y  - -4,417,147.051 (meters)                     COMP
 AF9955  NAD 83(2011) Z  -  4,585,472.114 (meters)                     COMP
 AF9955  LAPLACE CORR    -         -7.98  (seconds)                    DEFLEC18
 AF9955
 AF9955  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9955  Standards:
 AF9955         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9955            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9955  -------------------------------------------------------------------
 AF9955  NETWORK    0.68   2.35           0.32   0.22   1.20     -0.00370447
 AF9955  -------------------------------------------------------------------
 AF9955  Click here for local accuracies and other accuracy information.
 AF9955
 AF9955.The horizontal coordinates were established by GPS observations
 AF9955.and adjusted by the National Geodetic Survey in June 2012.
 AF9955
 AF9955.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9955.been affixed to the stable North American tectonic plate. See 
 AF9955.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9955
 AF9955.The horizontal coordinates are valid at the epoch date displayed above
 AF9955.which is a decimal equivalence of Year/Month/Day.
 AF9955
 AF9955.The orthometric height was determined by GPS observations and a
 AF9955.high-resolution geoid model.
 AF9955
 AF9955.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9955.GEOID18 height accuracy estimate available here.
 AF9955
 AF9955.Click photographs - Photos may exist for this station.
 AF9955
 AF9955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9955
 AF9955.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9955
 AF9955.The ellipsoidal height was determined by GPS observations
 AF9955.and is referenced to NAD 83.
 AF9955
 AF9955. The following values were computed from the NAD 83(2011) position.
 AF9955
 AF9955;                    North         East     Units Scale Factor Converg.
 AF9955;SPC WI N     -   121,897.755   519,677.220   MT  0.99994660   -0 45 05.7
 AF9955;SPC WI N     -   399,926.22  1,704,974.35   sFT  0.99994660   -0 45 05.7
 AF9955;UTM  15      - 5,124,652.086   650,913.572   MT  0.99987997   +1 24 53.8
 AF9955
 AF9955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9955!SPC WI N     -   0.99993533  x   0.99994660  =   0.99988193
 AF9955!UTM  15      -   0.99993533  x   0.99987997  =   0.99981531
 AF9955
 AF9955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5091324652(NAD 83)
 AF9955
 AF9955                          SUPERSEDED SURVEY CONTROL
 AF9955
 AF9955  NAD 83(2007)-  46 15 31.22725(N)    091 02 30.71424(W) AD(2002.00) 0
 AF9955  ELLIP H (02/10/07)  412.602  (m)                       GP(2002.00)    
 AF9955  NAD 83(1997)-  46 15 31.22737(N)    091 02 30.71483(W) AD(       ) 1
 AF9955  ELLIP H (12/26/02)  412.619  (m)                       GP(       ) 3 2
 AF9955  NAD 83(1991)-  46 15 31.22715(N)    091 02 30.71359(W) AD(       ) 1
 AF9955  ELLIP H (04/30/98)  412.622  (m)                       GP(       ) 3 2
 AF9955
 AF9955.Superseded values are not recommended for survey control.
 AF9955
 AF9955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9955.See file dsdata.pdf to determine how the superseded data were derived.
 AF9955
 AF9955_MARKER: DD = SURVEY DISK
 AF9955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9955_STAMPING: 307 TAYLOR LAKE GPS
 AF9955_MARK LOGO: WI-007
 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        Report 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 = MAY  9, 2026 08:34:30 EDT
 AF9965 ***********************************************************************
 AF9965  DESIGNATION -  308 HUGHES GPS
 AF9965  PID         -  AF9965
 AF9965  STATE/COUNTY-  WI/BAYFIELD
 AF9965  COUNTRY     -  US
 AF9965  USGS QUAD   -  DRUMMOND NW (2018)
 AF9965
 AF9965                         *CURRENT SURVEY CONTROL
 AF9965  ______________________________________________________________________
 AF9965* NAD 83(2011) POSITION- 46 28 53.56381(N) 091 26 52.76609(W)   ADJUSTED
 AF9965* NAD 83(2011) ELLIP HT-   357.910 (meters)        (06/27/12)   ADJUSTED
 AF9965* NAD 83(2011) EPOCH   -  2010.00
 AF9965* NAVD 88 ORTHO HEIGHT -   386.9   (meters)     1269.    (feet) GPS OBS
 AF9965  ______________________________________________________________________
 AF9965  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9965  GEOID HEIGHT    -        -28.887 (meters)                     GEOID96
 AF9965  GEOID HEIGHT    -        -28.945 (meters)                     GEOID18
 AF9965  NAD 83(2011) X  -   -111,183.505 (meters)                     COMP
 AF9965  NAD 83(2011) Y  - -4,398,501.884 (meters)                     COMP
 AF9965  NAD 83(2011) Z  -  4,602,527.595 (meters)                     COMP
 AF9965  LAPLACE CORR    -        -13.18  (seconds)                    DEFLEC18
 AF9965
 AF9965  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9965  Standards:
 AF9965         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9965            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9965  -------------------------------------------------------------------
 AF9965  NETWORK    0.86   3.27           0.41   0.25   1.67      0.07830079
 AF9965  -------------------------------------------------------------------
 AF9965  Click here for local accuracies and other accuracy information.
 AF9965
 AF9965.The horizontal coordinates were established by GPS observations
 AF9965.and adjusted by the National Geodetic Survey in June 2012.
 AF9965
 AF9965.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9965.been affixed to the stable North American tectonic plate. See 
 AF9965.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9965
 AF9965.The horizontal coordinates are valid at the epoch date displayed above
 AF9965.which is a decimal equivalence of Year/Month/Day.
 AF9965
 AF9965.The orthometric height was determined by GPS observations and a
 AF9965.high-resolution geoid model.
 AF9965
 AF9965.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9965.GEOID18 height accuracy estimate available here.
 AF9965
 AF9965.Click photographs - Photos may exist for this station.
 AF9965
 AF9965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9965
 AF9965.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9965
 AF9965.The ellipsoidal height was determined by GPS observations
 AF9965.and is referenced to NAD 83.
 AF9965
 AF9965. The following values were computed from the NAD 83(2011) position.
 AF9965
 AF9965;                    North         East     Units Scale Factor Converg.
 AF9965;SPC WI N     -   147,157.256   488,821.458   MT  0.99996032   -1 02 40.3
 AF9965;SPC WI N     -   482,798.43  1,603,741.73   sFT  0.99996032   -1 02 40.3
 AF9965;UTM  15      - 5,148,722.903   619,128.166   MT  0.99977444   +1 07 32.1
 AF9965
 AF9965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9965!SPC WI N     -   0.99994390  x   0.99996032  =   0.99990422
 AF9965!UTM  15      -   0.99994390  x   0.99977444  =   0.99971835
 AF9965
 AF9965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1912848722(NAD 83)
 AF9965
 AF9965                          SUPERSEDED SURVEY CONTROL
 AF9965
 AF9965  NAD 83(2007)-  46 28 53.56390(N)    091 26 52.76684(W) AD(2002.00) 0
 AF9965  ELLIP H (02/10/07)  357.939  (m)                       GP(2002.00)    
 AF9965  NAD 83(1997)-  46 28 53.56405(N)    091 26 52.76736(W) AD(       ) 1
 AF9965  ELLIP H (12/26/02)  357.964  (m)                       GP(       ) 3 2
 AF9965  NAD 83(1991)-  46 28 53.56392(N)    091 26 52.76594(W) AD(       ) 1
 AF9965  ELLIP H (04/30/98)  357.954  (m)                       GP(       ) 3 2
 AF9965
 AF9965.Superseded values are not recommended for survey control.
 AF9965
 AF9965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9965.See file dsdata.pdf to determine how the superseded data were derived.
 AF9965
 AF9965_MARKER: DD = SURVEY DISK
 AF9965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9965_STAMPING: 308 HUGHES GPS
 AF9965_MARK LOGO: WI-007
 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        Report 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 = MAY  9, 2026 08:34:30 EDT
 RN0205 ***********************************************************************
 RN0205  DESIGNATION -  309
 RN0205  PID         -  RN0205
 RN0205  STATE/COUNTY-  WI/DOUGLAS
 RN0205  COUNTRY     -  US
 RN0205  USGS QUAD   -  WEST DULUTH (2019)
 RN0205
 RN0205                         *CURRENT SURVEY CONTROL
 RN0205  ______________________________________________________________________
 RN0205* NAD 83(1986) POSITION- 46 43 42.     (N) 092 08 19.     (W)   SCALED
 RN0205* NAVD 88 ORTHO HEIGHT -   186.361 (meters)      611.42  (feet) ADJUSTED
 RN0205  ______________________________________________________________________
 RN0205  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 RN0205  DYNAMIC HEIGHT  -        186.386 (meters)      611.50  (feet) COMP
 RN0205  MODELED GRAVITY -    980,742.6   (mgal)                       NAVD 88
 RN0205
 RN0205  VERT ORDER      -  FIRST     CLASS II
 RN0205
 RN0205.The horizontal coordinates were scaled from a map and have
 RN0205.an estimated accuracy of +/- 6 seconds.
 RN0205
 RN0205.The orthometric height was determined by differential leveling and
 RN0205.adjusted by the NATIONAL GEODETIC SURVEY
 RN0205.in June 1991.
 RN0205
 RN0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0205.GEOID18 height accuracy estimate available here.
 RN0205
 RN0205.Click photographs - Photos may exist for this station.
 RN0205
 RN0205.The dynamic height is computed by dividing the NAVD 88
 RN0205.geopotential number by the normal gravity value computed on the
 RN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0205.degrees latitude (g = 980.6199 gals.).
 RN0205
 RN0205.The modeled gravity was interpolated from observed gravity values.
 RN0205
 RN0205;                    North         East    Units  Estimated Accuracy
 RN0205;SPC WI N     -   175,780.      436,540.      MT  (+/- 180 meters Scaled)
 RN0205
 RN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM658753(NAD 83)
 RN0205
 RN0205                          SUPERSEDED SURVEY CONTROL
 RN0205
 RN0205  NGVD 29 (??/??/92)  186.331  (m)          611.32   (f) ADJ UNCH    1 2
 RN0205
 RN0205.Superseded values are not recommended for survey control.
 RN0205
 RN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0205.See file dsdata.pdf to determine how the superseded data were derived.
 RN0205
 RN0205_MARKER: DD = SURVEY DISK
 RN0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0205_MARK LOGO: USACE
 RN0205_PROJECTION: PROJECTING 13 CENTIMETERS
 RN0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0205+STABILITY: SURFACE MOTION
 RN0205
 RN0205  HISTORY     - Date     Condition        Report By
 RN0205  HISTORY     - UNK      MONUMENTED       USACE
 RN0205  HISTORY     - 1971     GOOD             MNDT
 RN0205  HISTORY     - 1977     GOOD             NGS
 RN0205  HISTORY     - 1979     GOOD             NGS
 RN0205
 RN0205                          STATION DESCRIPTION
 RN0205
 RN0205'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0205'IN SUPERIOR.
 RN0205'IN SUPERIOR, WISCONSIN, ON THE EAST BANK OF ST. LOUIS BAY, ABOUT 1
 RN0205'MILE NORTH OF THE TH 2 INTERSTATE BRIDGE AT GRASSY POINT, 125 FEET
 RN0205'EAST OF THE EAST END OF THE RAILROAD APPROACH TO THE PIVOT BRIDGE OVER
 RN0205'ST. LOUIS BAY, 7 FEET SOUTH OF THE SOUTH RAIL OF THE BURLINGTON
 RN0205'NORTHERN INC., RAILWAY, IN A CONCRETE MONUMENT PROJECTING 3 INCHES
 RN0205'ABOVE GROUND.
 RN0205
 RN0205                          STATION RECOVERY (1977)
 RN0205
 RN0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 RN0205'RECOVERED IN GOOD CONDITION.
 RN0205
 RN0205                          STATION RECOVERY (1979)
 RN0205
 RN0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0205'1.55 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE UNION RAILROAD
 RN0205'STATION IN SUPERIOR, BETWEEN THE TRACKS, AT THE WEST END OF A STEEL
 RN0205'PIVOT BRIDGE OVER THE ST. LOUIS BAY IN WEST DULUTH, 120 FT EAST OF THE
 RN0205'WEST ABUTMENT OF THE BRIDGE, 2.1 FT NORTH OF THE SOUTHERNMOST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9548 ***********************************************************************
 AG9548  DESIGNATION -  309 DELTA GPS
 AG9548  PID         -  AG9548
 AG9548  STATE/COUNTY-  WI/BAYFIELD
 AG9548  COUNTRY     -  US
 AG9548  USGS QUAD   -  DELTA (2018)
 AG9548
 AG9548                         *CURRENT SURVEY CONTROL
 AG9548  ______________________________________________________________________
 AG9548* NAD 83(2011) POSITION- 46 29 42.63418(N) 091 19 48.72057(W)   ADJUSTED
 AG9548* NAD 83(2011) ELLIP HT-   303.471 (meters)        (06/27/12)   ADJUSTED
 AG9548* NAD 83(2011) EPOCH   -  2010.00
 AG9548* NAVD 88 ORTHO HEIGHT -   333.1   (meters)     1093.    (feet) GPS OBS
 AG9548  ______________________________________________________________________
 AG9548  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9548  GEOID HEIGHT    -        -29.528 (meters)                     GEOID96
 AG9548  GEOID HEIGHT    -        -29.591 (meters)                     GEOID18
 AG9548  NAD 83(2011) X  -   -102,114.320 (meters)                     COMP
 AG9548  NAD 83(2011) Y  - -4,397,585.059 (meters)                     COMP
 AG9548  NAD 83(2011) Z  -  4,603,531.383 (meters)                     COMP
 AG9548  LAPLACE CORR    -        -13.20  (seconds)                    DEFLEC18
 AG9548
 AG9548  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9548  Standards:
 AG9548         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9548            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9548  -------------------------------------------------------------------
 AG9548  NETWORK    0.93   8.06           0.44   0.28   4.11      0.01317255
 AG9548  -------------------------------------------------------------------
 AG9548  Click here for local accuracies and other accuracy information.
 AG9548
 AG9548.The horizontal coordinates were established by GPS observations
 AG9548.and adjusted by the National Geodetic Survey in June 2012.
 AG9548
 AG9548.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9548.been affixed to the stable North American tectonic plate. See 
 AG9548.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9548
 AG9548.The horizontal coordinates are valid at the epoch date displayed above
 AG9548.which is a decimal equivalence of Year/Month/Day.
 AG9548
 AG9548.The orthometric height was determined by GPS observations and a
 AG9548.high-resolution geoid model.
 AG9548
 AG9548.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9548.GEOID18 height accuracy estimate available here.
 AG9548
 AG9548.Click photographs - Photos may exist for this station.
 AG9548
 AG9548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9548
 AG9548.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9548
 AG9548.The ellipsoidal height was determined by GPS observations
 AG9548.and is referenced to NAD 83.
 AG9548
 AG9548. The following values were computed from the NAD 83(2011) position.
 AG9548
 AG9548;                    North         East     Units Scale Factor Converg.
 AG9548;SPC WI N     -   148,514.006   497,890.046   MT  0.99996165   -0 57 34.4
 AG9548;SPC WI N     -   487,249.70  1,633,494.26   sFT  0.99996165   -0 57 34.4
 AG9548;UTM  15      - 5,150,421.841   628,137.304   MT  0.99980182   +1 12 40.7
 AG9548
 AG9548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9548!SPC WI N     -   0.99995243  x   0.99996165  =   0.99991408
 AG9548!UTM  15      -   0.99995243  x   0.99980182  =   0.99975426
 AG9548
 AG9548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2813750421(NAD 83)
 AG9548
 AG9548                          SUPERSEDED SURVEY CONTROL
 AG9548
 AG9548  NAD 83(2007)-  46 29 42.63427(N)    091 19 48.72132(W) AD(2002.00) 0
 AG9548  ELLIP H (02/10/07)  303.500  (m)                       GP(2002.00)    
 AG9548  NAD 83(1997)-  46 29 42.63441(N)    091 19 48.72187(W) AD(       ) 1
 AG9548  ELLIP H (12/26/02)  303.514  (m)                       GP(       ) 3 2
 AG9548  NAD 83(1991)-  46 29 42.63430(N)    091 19 48.72045(W) AD(       ) 1
 AG9548  ELLIP H (04/30/98)  303.507  (m)                       GP(       ) 3 2
 AG9548
 AG9548.Superseded values are not recommended for survey control.
 AG9548
 AG9548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9548.See file dsdata.pdf to determine how the superseded data were derived.
 AG9548
 AG9548_MARKER: DD = SURVEY DISK
 AG9548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9548_STAMPING: 309 DETLA GPS
 AG9548_MARK LOGO: WI-007
 AG9548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9548+STABILITY: SURFACE MOTION
 AG9548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9548+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9548
 AG9548  HISTORY     - Date     Condition        Report By
 AG9548  HISTORY     - 1996     MONUMENTED       WI-007
 AG9548
 AG9548                          STATION DESCRIPTION
 AG9548
 AG9548'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
 AG9548'STATION DESCRIPTION  DESCRIBED BY BAYFIELD COUNTY, 1996  THE STATION
 AG9548'IS LOCATED ABOUT 12.78 KM (7.95 MI) SOUTHEAST OF THE UNINCORPORATED
 AG9548'VILAGE OF IRON RIVER, WISCONSIN AND ABOUT 18.5 KM (11.50 MI) SOUTHWEST
 AG9548'OF THE UNINCORPORATED VILLAGE OF INO, WISCONSIN ON PROPERTY NORTH OF
 AG9548'THE RIGHT-OF-WAY OF COUNTY HIGHWAY H IN THE NORTHWEST QUARTER OF THE
 AG9548'SOUTHEAST QUARTER, SECTION 2, T46N, R8W, TOWN OF DELTA.  TO REACH THE
 AG9548'STATION FROM THE INTERSECTION OF COUNTY HIGHWAY H AND US HIGHWAY 2 IN
 AG9548'IRON RIVER GO SOUTH ON COUNTY HIGHWAY H ABOUT 12.87 KM (8.00 MI) .  TO
 AG9548'REACH THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY E AND US
 AG9548'HIGHWAY 2 IN INO GO SOUTH ON COUNTY HIGHWAY E 4.83 KM (3.00 MI) , THEN
 AG9548'WEST ON COUNTY HIGHWAY H ABOUT 13.68 KM (8.50 MI) .  THE STATION IS
 AG9548'38.10 M (125.00 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY H AND
 AG9548'426.72 M (1400.00 FT) WEST OF THE CENTER OF THE CULVERT CONNECTING
 AG9548'BEAR POND SLOUGH TO BOG LAKE.  THE STATION IS LOCATED 27.43 M (89.99
 AG9548'FT) SOUTH 80 DEGREES EAST FROM A 25.4 CM (10 IN) RED PINE TREE.  THE
 AG9548'STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP STAMPED---309 DELTA
 AG9548'GPS---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.48 CM (12 IN)
 AG9548'IN DIAMETER LOCATED FLUSH WITH THE GROUND.  STATION IS 1 M (3.3 FT)
 AG9548'EAST OF A STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY
 AG9548'SURVEY MARKER) .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5138 ***********************************************************************
 DH5138  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5138  DESIGNATION -  31 151E
 DH5138  PID         -  DH5138
 DH5138  STATE/COUNTY-  WI/MONROE
 DH5138  COUNTRY     -  US
 DH5138  USGS QUAD   -  TRIPPVILLE (2018)
 DH5138
 DH5138                         *CURRENT SURVEY CONTROL
 DH5138  ______________________________________________________________________
 DH5138* NAD 83(2011) POSITION- 43 43 45.82315(N) 090 25 39.10503(W)   ADJUSTED
 DH5138* NAD 83(2011) ELLIP HT-   382.282 (meters)        (06/27/12)   ADJUSTED
 DH5138* NAD 83(2011) EPOCH   -  2010.00
 DH5138* NAVD 88 ORTHO HEIGHT -   416.35  (meters)     1366.0   (feet) GPS OBS
 DH5138  ______________________________________________________________________
 DH5138  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5138  GEOID HEIGHT    -        -34.075 (meters)                     GEOID12A
 DH5138  GEOID HEIGHT    -        -34.078 (meters)                     GEOID18
 DH5138  NAD 83(2011) X  -    -34,447.695 (meters)                     COMP
 DH5138  NAD 83(2011) Y  - -4,616,459.063 (meters)                     COMP
 DH5138  NAD 83(2011) Z  -  4,386,678.395 (meters)                     COMP
 DH5138  LAPLACE CORR    -         -6.97  (seconds)                    DEFLEC18
 DH5138
 DH5138  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5138  Standards:
 DH5138         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5138            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5138  -------------------------------------------------------------------
 DH5138  NETWORK    0.27   0.39           0.12   0.10   0.20      0.15019063
 DH5138  -------------------------------------------------------------------
 DH5138  Click here for local accuracies and other accuracy information.
 DH5138
 DH5138.The horizontal coordinates were established by GPS observations
 DH5138.and adjusted by the National Geodetic Survey in June 2012.
 DH5138
 DH5138.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5138.been affixed to the stable North American tectonic plate. See 
 DH5138.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5138
 DH5138.The horizontal coordinates are valid at the epoch date displayed above
 DH5138.which is a decimal equivalence of Year/Month/Day.
 DH5138
 DH5138.The orthometric height was determined by GPS observations and a
 DH5138.high-resolution geoid model using precise GPS observation and
 DH5138.processing techniques.
 DH5138
 DH5138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5138.GEOID18 height accuracy estimate available here.
 DH5138
 DH5138.Click photographs - Photos may exist for this station.
 DH5138
 DH5138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5138
 DH5138.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5138
 DH5138.The ellipsoidal height was determined by GPS observations
 DH5138.and is referenced to NAD 83.
 DH5138
 DH5138. The following values were computed from the NAD 83(2011) position.
 DH5138
 DH5138;                    North         East     Units Scale Factor Converg.
 DH5138;SPC WI S     -   192,209.623   565,555.957   MT  0.99994892   -0 17 37.5
 DH5138;SPC WI S     -   630,607.74  1,855,494.84   sFT  0.99994892   -0 17 37.5
 DH5138;UTM  15      - 4,845,034.274   707,183.831   MT  1.00012800   +1 46 43.9
 DH5138
 DH5138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5138!SPC WI S     -   0.99994006  x   0.99994892  =   0.99988898
 DH5138!UTM  15      -   0.99994006  x   1.00012800  =   1.00006805
 DH5138
 DH5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0718345034(NAD 83)
 DH5138
 DH5138                          SUPERSEDED SURVEY CONTROL
 DH5138
 DH5138  NAD 83(2007)-  43 43 45.82317(N)    090 25 39.10585(W) AD(2002.00) 0
 DH5138  ELLIP H (02/10/07)  382.313  (m)                       GP(2002.00)    
 DH5138  NAD 83(1997)-  43 43 45.82313(N)    090 25 39.10630(W) AD(       ) 1
 DH5138  ELLIP H (08/01/05)  382.310  (m)                       GP(       ) 2 1
 DH5138  NAVD 88 (07/26/07)  416.36   (m)  GEOID03  model used  GPS OBS        
 DH5138
 DH5138.Superseded values are not recommended for survey control.
 DH5138
 DH5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5138.See file dsdata.pdf to determine how the superseded data were derived.
 DH5138
 DH5138_MARKER: DD = SURVEY DISK
 DH5138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5138_STAMPING: 31-151E 1997
 DH5138_MARK LOGO: WI-081
 DH5138_PROJECTION: FLUSH
 DH5138_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5138+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2012
 DH5138
 DH5138  HISTORY     - Date     Condition        Report By
 DH5138  HISTORY     - 1997     MONUMENTED       WI-081
 DH5138  HISTORY     - 20030311 GOOD             WIDT
 DH5138  HISTORY     - 20100913 GOOD             WIDT
 DH5138  HISTORY     - 20121114 GOOD             AEROME
 DH5138
 DH5138                          STATION DESCRIPTION
 DH5138
 DH5138'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5138'OWNERSHIP -- TOWNSHIP OF GLENDALE,  TO REACH THE STATION FRON THE
 DH5138'JUNCTION OF COUNTY  HIGHWAY P WITH COUNTY HIGHWAY V SOUTH ABOUT 3.75
 DH5138'MI WEST-SOUTHWEST OF THE VILLAGE OF  KENDALL, GO SOUTH COUNTY HIGHWAY
 DH5138'V FOR 2.2 MI TO OSTRICH ROAD ON THE LEFT, TURN  LEFT AND GO SOUTH ON
 DH5138'OSTRICH FOR 0.75 MI TO OUTBACK AVENUE ON THE LEFT, TURN LEFT AND  GO
 DH5138'EAST ON OUTBACK AVENUE FOR 0.3 MI TO THE STATION ON THE RIGHT.  THE
 DH5138'STATION IS A  BRONZE MONROE COUNTY GEODETIC CONTROL MARK DISK SET IN
 DH5138'THE TOP OF A 45-CM CONCRETE  POST AN ABOUT 0.5 M ABOVE THE ROAD
 DH5138'PAVEMENT.  THE STATION IS 9.4M SOUTH OF THE  CENTERLINE  OF OUTBACK
 DH5138'AVENUE, 1.3 M NORTHEAST OF A STEEL POST, 1 M NORTH OF A CULTIVATED
 DH5138'FIELD, 1.0 M  SOUTH, NORTHEAST, NORTHWEST OF THREE ORANGE 4X4 PLASTIC
 DH5138'WITNESS POSTS.   ---NOTE--- THIS STATION HAS NO OBSTRUCTIONS EXTENDING
 DH5138'HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH5138
 DH5138                          STATION RECOVERY (2010)
 DH5138
 DH5138'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5138'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 3.7 M EAST OF THE
 DH5138'CENTERLINE OF A FIELD ENTRANCE.
 DH5138
 DH5138                          STATION RECOVERY (2012)
 DH5138
 DH5138'RECOVERY NOTE BY AERO METRIC INC 2012 (MB)
 DH5138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3016 ***********************************************************************
 DR3016  DESIGNATION -  31 18 A
 DR3016  PID         -  DR3016
 DR3016  STATE/COUNTY-  WI/KEWAUNEE
 DR3016  COUNTRY     -  US
 DR3016  USGS QUAD   -  KEWAUNEE (2018)
 DR3016
 DR3016                         *CURRENT SURVEY CONTROL
 DR3016  ______________________________________________________________________
 DR3016* NAD 83(1986) POSITION- 44 28 07.68   (N) 087 30 05.00   (W)   HD_HELD1
 DR3016* NAVD 88 ORTHO HEIGHT -   186.496 (meters)      611.86  (feet) ADJUSTED
 DR3016  ______________________________________________________________________
 DR3016  GEOID HEIGHT    -        -36.338 (meters)                     GEOID18
 DR3016  DYNAMIC HEIGHT  -        186.474 (meters)      611.79  (feet) COMP
 DR3016  MODELED GRAVITY -    980,497.0   (mgal)                       NAVD 88
 DR3016
 DR3016  VERT ORDER      -  SECOND    CLASS I
 DR3016
 DR3016.The horizontal coordinates were determined by differentially corrected
 DR3016.hand held GPS observations or other comparable positioning techniques
 DR3016.and have an estimated accuracy of +/- 3 meters.
 DR3016
 DR3016.The orthometric height was determined by differential leveling and
 DR3016.adjusted by the NATIONAL GEODETIC SURVEY
 DR3016.in October 2019.
 DR3016
 DR3016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3016.GEOID18 height accuracy estimate available here.
 DR3016
 DR3016.Click photographs - Photos may exist for this station.
 DR3016
 DR3016.The dynamic height is computed by dividing the NAVD 88
 DR3016.geopotential number by the normal gravity value computed on the
 DR3016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3016.degrees latitude (g = 980.6199 gals.).
 DR3016
 DR3016.The modeled gravity was interpolated from observed gravity values.
 DR3016
 DR3016;                    North         East    Units  Estimated Accuracy
 DR3016;SPC WI C     -    73,670.2     798,781.2     MT  (+/- 3 meters HH1 GPS) 
 DR3016
 DR3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6011924065(NAD 83)
 DR3016
 DR3016                          SUPERSEDED SURVEY CONTROL
 DR3016
 DR3016.No superseded survey control is available for this station.
 DR3016
 DR3016_MARKER: DD = SURVEY DISK
 DR3016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR3016_SP_SET: BRIDGE PARAPET WALL
 DR3016_STAMPING: 31 18 A 2018
 DR3016_MARK LOGO: WIHD
 DR3016_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3016+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2018
 DR3016
 DR3016  HISTORY     - Date     Condition        Report By
 DR3016  HISTORY     - 1977     MONUMENTED       WIHD
 DR3016  HISTORY     - 20181212 GOOD             WIDT
 DR3016
 DR3016                          STATION DESCRIPTION
 DR3016
 DR3016'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DR3016'THE STATION IS LOCATED IN THE CITY OF KEWAUNEE, ABOUT 22 MI (35.4 KM)
 DR3016'NORTH OF TWO RIVERS AND 10 MI (16.1 KM) SOUTH OF ALGOMA.
 DR3016'
 DR3016'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 (ELLIS
 DR3016'STREET) WITH STATE HIGHWAY 42 (MILWAUKEE STREET) IN THE CITY OF
 DR3016'KEWAUNEE, GO NORTH ON STATE HIGHWAY 42 (MILWAUKEE STREET) FOR 0.75 MI
 DR3016'(1.21 KM) TO A BRIDGE OVER THE FORMER FOX VALLEY AND WESTERN RAILROAD
 DR3016'GRADE AND THE STATION ON THE RIGHT.
 DR3016'
 DR3016'THE STATION IS A BRONZE WISCONSIN DIVISION OF HIGHWAYS SURVEY DISK SET
 DR3016'IN THE SOUTH END OF THE EAST PARAPET WALL OF THE BRIDGE -B-31-18-77-,
 DR3016'ABOUT 0.8 M (2.6 FT) HIGHER THAN PAVEMENT GRADE.
 DR3016'
 DR3016'THE STATION IS 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DR3016'42, 0.8 M (2.6 FT) SOUTH OF AN EXPANSION JOINT AND 1.6 M (5.2 FT)
 DR3016'NORTH OF A WHITE PLASTIC WITNESS POST.
 DR3016'
 DR3016'NOTE-HIGH VOLTAGE POWER LINES CROSS HIGHER THAN THE HIGHWAY TO THE
 DR3016'NORTHWEST OF THE STATION AT APPROXIMATELY 60 DEGREES ABOVE THE
 DR3016'HORIZON.
 DR3016'
 DR3016'NOTE2-AN APPARENT ELEVATION IS VISIBLE ON THE FACE OF THE BRONZE
 DR3016'SURVEY DISK, DETERMINED BY ANOTHER PARTY PRIOR AND STAMPED PRIOR TO
 DR3016'THE OBSERVATIONS PERFORMED ON THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3015 ***********************************************************************
 DR3015  DESIGNATION -  31 23 A
 DR3015  PID         -  DR3015
 DR3015  STATE/COUNTY-  WI/KEWAUNEE
 DR3015  COUNTRY     -  US
 DR3015  USGS QUAD   -  KEWAUNEE (2018)
 DR3015
 DR3015                         *CURRENT SURVEY CONTROL
 DR3015  ______________________________________________________________________
 DR3015* NAD 83(1986) POSITION- 44 27 44.47   (N) 087 30 13.85   (W)   HD_HELD1
 DR3015* NAVD 88 ORTHO HEIGHT -   180.207 (meters)      591.23  (feet) ADJUSTED
 DR3015  ______________________________________________________________________
 DR3015  GEOID HEIGHT    -        -36.332 (meters)                     GEOID18
 DR3015  DYNAMIC HEIGHT  -        180.186 (meters)      591.16  (feet) COMP
 DR3015  MODELED GRAVITY -    980,496.8   (mgal)                       NAVD 88
 DR3015
 DR3015  VERT ORDER      -  SECOND    CLASS I
 DR3015
 DR3015.The horizontal coordinates were determined by differentially corrected
 DR3015.hand held GPS observations or other comparable positioning techniques
 DR3015.and have an estimated accuracy of +/- 3 meters.
 DR3015
 DR3015.The orthometric height was determined by differential leveling and
 DR3015.adjusted by the NATIONAL GEODETIC SURVEY
 DR3015.in October 2019.
 DR3015
 DR3015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3015.GEOID18 height accuracy estimate available here.
 DR3015
 DR3015.Click photographs - Photos may exist for this station.
 DR3015
 DR3015.The dynamic height is computed by dividing the NAVD 88
 DR3015.geopotential number by the normal gravity value computed on the
 DR3015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3015.degrees latitude (g = 980.6199 gals.).
 DR3015
 DR3015.The modeled gravity was interpolated from observed gravity values.
 DR3015
 DR3015;                    North         East    Units  Estimated Accuracy
 DR3015;SPC WI C     -    72,948.1     798,607.7     MT  (+/- 3 meters HH1 GPS) 
 DR3015
 DR3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5991923350(NAD 83)
 DR3015
 DR3015                          SUPERSEDED SURVEY CONTROL
 DR3015
 DR3015.No superseded survey control is available for this station.
 DR3015
 DR3015_MARKER: DD = SURVEY DISK
 DR3015_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR3015_SP_SET: BRIDGE ABUTMENT
 DR3015_STAMPING: 31 23 A 2018
 DR3015_MARK LOGO: WIDT
 DR3015_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3015+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2018
 DR3015
 DR3015  HISTORY     - Date     Condition        Report By
 DR3015  HISTORY     - 2018     MONUMENTED       WIDT
 DR3015  HISTORY     - 20181211 GOOD             WIDT
 DR3015
 DR3015                          STATION DESCRIPTION
 DR3015
 DR3015'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DR3015'THE STATION IS LOCATED IN THE CITY OF KEWAUNEE, ABOUT 22 MI (35.4 KM)
 DR3015'NORTH OF TWO RIVERS AND 10 MI (16.1 KM) SOUTH OF ALGOMA.
 DR3015'
 DR3015'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 (ELLIS
 DR3015'STREET) WITH STATE HIGHWAY 42 (MILWAUKEE STREET) IN THE CITY OF
 DR3015'KEWAUNEE, GO NORTH ON STATE HIGHWAY 42 (MILWAUKEE STREET) FOR 0.3 MI
 DR3015'(0.5 KM) TO A BRIDGE OVER THE KEWAUNEE RIVER AND THE STATION ON THE
 DR3015'RIGHT.
 DR3015'
 DR3015'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3015'SURVEY DISK SET IN THE EAST SIDE OF THE SOUTH ABUTMENT OF THE BRIDGE,
 DR3015'ABOUT LEVEL WITH THE CONCRETE SIDEWALK GRADE.
 DR3015'
 DR3015'THE STATION IS 7.8 M (25.6 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DR3015'42, 15.8 M (51.8 FT) NORTH OF A DECORATIVE STREET LAMP, 2.3 M (7.5 FT)
 DR3015'EAST-NORTHEAST OF A STORM WATER INLET ALONG THE EAST CURB OF STATE
 DR3015'HIGHWAY 42, 0.95 M (3.1 FT) EAST OF THE BACK OF CURB OF STATE HIGHWAY
 DR3015'42, 0.15 M (0.5 FT) NORTH OF THE SOUTH END OF THE ABUTMENT AND 0.15 M
 DR3015'(0.5 FT) WEST OF THE EAST FACE OF THE ABUTMENT.
 DR3015'
 DR3015'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXCEPT FOR TREES TO THE
 DR3015'EAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3024 ***********************************************************************
 DR3024  DESIGNATION -  31 7 A
 DR3024  PID         -  DR3024
 DR3024  STATE/COUNTY-  WI/KEWAUNEE
 DR3024  COUNTRY     -  US
 DR3024  USGS QUAD   -  FORESTVILLE (2018)
 DR3024
 DR3024                         *CURRENT SURVEY CONTROL
 DR3024  ______________________________________________________________________
 DR3024* NAD 83(1986) POSITION- 44 40 26.27   (N) 087 22 37.35   (W)   HD_HELD1
 DR3024* NAVD 88 ORTHO HEIGHT -   180.643 (meters)      592.66  (feet) ADJUSTED
 DR3024  ______________________________________________________________________
 DR3024  GEOID HEIGHT    -        -36.605 (meters)                     GEOID18
 DR3024  DYNAMIC HEIGHT  -        180.623 (meters)      592.59  (feet) COMP
 DR3024  MODELED GRAVITY -    980,505.9   (mgal)                       NAVD 88
 DR3024
 DR3024  VERT ORDER      -  SECOND    CLASS I
 DR3024
 DR3024.The horizontal coordinates were determined by differentially corrected
 DR3024.hand held GPS observations or other comparable positioning techniques
 DR3024.and have an estimated accuracy of +/- 3 meters.
 DR3024
 DR3024.The orthometric height was determined by differential leveling and
 DR3024.adjusted by the NATIONAL GEODETIC SURVEY
 DR3024.in October 2019.
 DR3024
 DR3024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3024.GEOID18 height accuracy estimate available here.
 DR3024
 DR3024.Click photographs - Photos may exist for this station.
 DR3024
 DR3024.The dynamic height is computed by dividing the NAVD 88
 DR3024.geopotential number by the normal gravity value computed on the
 DR3024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3024.degrees latitude (g = 980.6199 gals.).
 DR3024
 DR3024.The modeled gravity was interpolated from observed gravity values.
 DR3024
 DR3024;                    North         East    Units  Estimated Accuracy
 DR3024;SPC WI C     -    96,767.8     807,934.3     MT  (+/- 3 meters HH1 GPS) 
 DR3024
 DR3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7011546802(NAD 83)
 DR3024
 DR3024                          SUPERSEDED SURVEY CONTROL
 DR3024
 DR3024.No superseded survey control is available for this station.
 DR3024
 DR3024_MARKER: B = BOLT
 DR3024_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR3024_SP_SET: BRIDGE GUARD RAILING
 DR3024_MARK LOGO: NONE
 DR3024_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3024+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2019
 DR3024
 DR3024  HISTORY     - Date     Condition        Report By
 DR3024  HISTORY     - 1956     MONUMENTED       WIHD
 DR3024  HISTORY     - 20190805 GOOD             WIDT
 DR3024
 DR3024                          STATION DESCRIPTION
 DR3024
 DR3024'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3024'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTH OF STURGEON BAY, 6
 DR3024'MI (9.7 KM) NORTHEAST OF ALGOMA, AND 5 MI (8.0 KM) EAST OF
 DR3024'FORESTVILLE.
 DR3024'
 DR3024'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S WITH COUNTY
 DR3024'HIGHWAY U EAST AND MONROE LANE WEST APPROXIMATELY 3 MI (4.8 KM) NORTH
 DR3024'OF THE CITY OF ALGOMA, GO EAST ON COUNTY HIGHWAY U FOR 0.35 MI (0.56
 DR3024'KM) TO COUNTY HIGHWAY U CURVING LEFT, CURVE LEFT AND CONTINUE NORTH ON
 DR3024'COUNTY HIGHWAY U FOR 1.5 MI (2.4 KM) TO KENNEDY DRIVE ON THE LEFT,
 DR3024'CONTINUE NORTH ON COUNTY HIGHWAY U FOR 0.1 MI (0.2 KM) TO A BRIDGE
 DR3024'OVER STONY CREEK AND THE STATION ON THE RIGHT.
 DR3024'
 DR3024'THE STATION IS A TOP OF A 28 MM (1-1/8 INCH) HEX HEAD STEEL BOLT WITH
 DR3024'A CENTER PUNCHED DATUM POINT, LOCATED IN THE NORTHEAST CORNER OF THE
 DR3024'37 FT (11.3 M) BRIDGE SPAN OVER STONY CREEK.  THE BOLT IS THE SOUTHERN
 DR3024'ONE OF TWO BOLTS THAT SECURE THE BRIDGE GUARD RAILING TO THE CONCRETE
 DR3024'CURB OF THE BRIDGE.  THE BOLT IS ABOUT 0.9 FT (27 CM) HIGHER THAN THE
 DR3024'GRADE OF THE BRIDGE SPAN.
 DR3024'
 DR3024'THE STATION IS 4 M (13 FT) EAST OF THE CENTER OF COUNTY HIGHWAY U,
 DR3024'10.4 M (34.1 FT) NORTH OF THE BRIDGE PLAQUE -B-31-7-56- ATTACHED NEAR
 DR3024'THE SOUTHEAST CORNER OF THE BRIDGE, AND 0.4 M (1.3 FT) SOUTH OF A
 DR3024'WHITE WITNESS POST ATTACHED TO A STEEL POST.
 DR3024'
 DR3024'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DR3024'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3013 ***********************************************************************
 DR3013  DESIGNATION -  31 98 A
 DR3013  PID         -  DR3013
 DR3013  STATE/COUNTY-  WI/KEWAUNEE
 DR3013  COUNTRY     -  US
 DR3013  USGS QUAD   -  KEWAUNEE (2018)
 DR3013
 DR3013                         *CURRENT SURVEY CONTROL
 DR3013  ______________________________________________________________________
 DR3013* NAD 83(1986) POSITION- 44 23 59.50   (N) 087 32 34.78   (W)   HD_HELD1
 DR3013* NAVD 88 ORTHO HEIGHT -   206.483 (meters)      677.44  (feet) ADJUSTED
 DR3013  ______________________________________________________________________
 DR3013  GEOID HEIGHT    -        -36.271 (meters)                     GEOID18
 DR3013  DYNAMIC HEIGHT  -        206.458 (meters)      677.35  (feet) COMP
 DR3013  MODELED GRAVITY -    980,491.1   (mgal)                       NAVD 88
 DR3013
 DR3013  VERT ORDER      -  SECOND    CLASS I
 DR3013
 DR3013.The horizontal coordinates were determined by differentially corrected
 DR3013.hand held GPS observations or other comparable positioning techniques
 DR3013.and have an estimated accuracy of +/- 3 meters.
 DR3013
 DR3013.The orthometric height was determined by differential leveling and
 DR3013.adjusted by the NATIONAL GEODETIC SURVEY
 DR3013.in October 2019.
 DR3013
 DR3013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3013.GEOID18 height accuracy estimate available here.
 DR3013
 DR3013.Click photographs - Photos may exist for this station.
 DR3013
 DR3013.The dynamic height is computed by dividing the NAVD 88
 DR3013.geopotential number by the normal gravity value computed on the
 DR3013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3013.degrees latitude (g = 980.6199 gals.).
 DR3013
 DR3013.The modeled gravity was interpolated from observed gravity values.
 DR3013
 DR3013;                    North         East    Units  Estimated Accuracy
 DR3013;SPC WI C     -    65,912.4     795,704.0     MT  (+/- 3 meters HH1 GPS) 
 DR3013
 DR3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5675916429(NAD 83)
 DR3013
 DR3013                          SUPERSEDED SURVEY CONTROL
 DR3013
 DR3013.No superseded survey control is available for this station.
 DR3013
 DR3013_MARKER: DD = SURVEY DISK
 DR3013_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR3013_SP_SET: BRIDGE ABUTMENT
 DR3013_STAMPING: 31 98 A 2017
 DR3013_MARK LOGO: WIDT
 DR3013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3013+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2018
 DR3013
 DR3013  HISTORY     - Date     Condition        Report By
 DR3013  HISTORY     - 2017     MONUMENTED       WIDT
 DR3013  HISTORY     - 20181210 GOOD             WIDT
 DR3013
 DR3013                          STATION DESCRIPTION
 DR3013
 DR3013'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DR3013'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) NORTH OF TWO RIVERS, 13
 DR3013'MI (20.9 KM) SOUTHEAST OF LUXEMBURG AND 5 MI (8.0 KM) SOUTH OF
 DR3013'KEWAUNEE.
 DR3013'
 DR3013'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DR3013'HIGHWAY G ABOUT 7 MI (11.3 KM) SOUTH OF THE CITY OF KEWAUNEE, GO NORTH
 DR3013'ON STATE HIGHWAY 42 FOR 2.0 MI (3.2 KM) TO COUNTY HIGHWAY J ON THE
 DR3013'LEFT AND LAKE ROAD ON THE RIGHT.  TURN LEFT AND GO WEST ON COUNTY
 DR3013'HIGHWAY J FOR APPROXIMATELY 150 FT (45.7 M) TO A BRIDGE OVER AN
 DR3013'INTERMITTENT STREAM AND THE STATION ON THE LEFT.
 DR3013'
 DR3013'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3013'SURVEY DISK SET IN THE SOUTH SIDE OF THE WEST ABUTMENT OF THE BRIDGE,
 DR3013'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT GRADE.
 DR3013'
 DR3013'THE STATION IS 5.3 M (17.4 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DR3013'HIGHWAY J AND 4.5 M (14.8 FT) EAST OF A WHITE PLASTIC WITNESS POST
 DR3013'THAT IS ATTACHED TO A WOODEN SIGN POST.
 DR3013'
 DR3013'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3013'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5231 ***********************************************************************
 DK5231  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5231  DESIGNATION -  31 ARCADIA NW GPS
 DK5231  PID         -  DK5231
 DK5231  STATE/COUNTY-  WI/TREMPEALEAU
 DK5231  COUNTRY     -  US
 DK5231  USGS QUAD   -  SWINNS VALLEY (2018)
 DK5231
 DK5231                         *CURRENT SURVEY CONTROL
 DK5231  ______________________________________________________________________
 DK5231* NAD 83(2011) POSITION- 44 18 35.15139(N) 091 30 48.91324(W)   ADJUSTED
 DK5231* NAD 83(2011) ELLIP HT-   217.676 (meters)        (06/27/12)   ADJUSTED
 DK5231* NAD 83(2011) EPOCH   -  2010.00
 DK5231* NAVD 88 ORTHO HEIGHT -   248.62  (meters)      815.7   (feet) GPS OBS
 DK5231  ______________________________________________________________________
 DK5231  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5231  GEOID HEIGHT    -        -30.942 (meters)                     GEOID12A
 DK5231  GEOID HEIGHT    -        -30.947 (meters)                     GEOID18
 DK5231  NAD 83(2011) X  -   -120,755.728 (meters)                     COMP
 DK5231  NAD 83(2011) Y  - -4,570,060.384 (meters)                     COMP
 DK5231  NAD 83(2011) Z  -  4,432,938.258 (meters)                     COMP
 DK5231  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC18
 DK5231
 DK5231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5231  Standards:
 DK5231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5231  -------------------------------------------------------------------
 DK5231  NETWORK    0.41   0.35           0.18   0.15   0.18      0.06247369
 DK5231  -------------------------------------------------------------------
 DK5231  Click here for local accuracies and other accuracy information.
 DK5231
 DK5231.The horizontal coordinates were established by GPS observations
 DK5231.and adjusted by the National Geodetic Survey in June 2012.
 DK5231
 DK5231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5231.been affixed to the stable North American tectonic plate. See 
 DK5231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5231
 DK5231.The horizontal coordinates are valid at the epoch date displayed above
 DK5231.which is a decimal equivalence of Year/Month/Day.
 DK5231
 DK5231.The orthometric height was determined by GPS observations and a
 DK5231.high-resolution geoid model using precise GPS observation and
 DK5231.processing techniques.
 DK5231
 DK5231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5231.GEOID18 height accuracy estimate available here.
 DK5231
 DK5231.Click photographs - Photos may exist for this station.
 DK5231
 DK5231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5231
 DK5231.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5231
 DK5231.The ellipsoidal height was determined by GPS observations
 DK5231.and is referenced to NAD 83.
 DK5231
 DK5231. The following values were computed from the NAD 83(2011) position.
 DK5231
 DK5231;                    North         East     Units Scale Factor Converg.
 DK5231;SPC WI C     -    54,065.612   479,242.633   MT  0.99998924   -1 04 04.6
 DK5231;SPC WI C     -   177,380.26  1,572,315.21   sFT  0.99998924   -1 04 04.6
 DK5231;UTM  15      - 4,907,352.922   618,550.410   MT  0.99977284   +1 02 18.4
 DK5231
 DK5231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5231!SPC WI C     -   0.99996587  x   0.99998924  =   0.99995511
 DK5231!UTM  15      -   0.99996587  x   0.99977284  =   0.99973872
 DK5231
 DK5231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1855007352(NAD 83)
 DK5231
 DK5231                          SUPERSEDED SURVEY CONTROL
 DK5231
 DK5231  NAD 83(2007)-  44 18 35.15152(N)    091 30 48.91403(W) AD(2002.00) 1
 DK5231  ELLIP H (07/29/08)  217.708  (m)                       GP(2002.00) 3 1
 DK5231  NAVD 88 (07/29/08)  248.62   (m)  GEOID03  model used  GPS OBS        
 DK5231
 DK5231.Superseded values are not recommended for survey control.
 DK5231
 DK5231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5231.See file dsdata.pdf to determine how the superseded data were derived.
 DK5231
 DK5231_MARKER: DD = SURVEY DISK
 DK5231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5231_STAMPING: 31 ARCADIA NW GPS 1995
 DK5231_MARK LOGO: WI-121
 DK5231_PROJECTION: FLUSH
 DK5231_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5231+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2011
 DK5231
 DK5231  HISTORY     - Date     Condition        Report By
 DK5231  HISTORY     - 1995     MONUMENTED       WI-121
 DK5231  HISTORY     - 20061017 GOOD             WIDT
 DK5231  HISTORY     - 20111004 GOOD             WIDT
 DK5231
 DK5231                          STATION DESCRIPTION
 DK5231
 DK5231'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5231'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DK5231'HIGHWAY A ABOUT 2 MI (3.2 KM) NORTH OF THE CITY OF ARCADIA, GO NORTH
 DK5231'ON STATE HIGHWAY 93 FOR 1.6 MI (2.6 KM) TO LEWIS VALLEY ROAD ON THE
 DK5231'LEFT, TURN LEFT AND GO WEST ON LEWIS VALLEY ROAD FOR 2.1 MI (3.4 KM)
 DK5231'TO HICKORY HILL ROAD ON THE LEFT, CONTINUE NORTHWEST ON LEWIS VALLEY
 DK5231'ROAD FOR 0.85 MI (1.4 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 DK5231'A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE
 DK5231'TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5231'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.8 M
 DK5231'(19.0 FT) NORTHEAST OF THE CENTERLINE OF LEWIS VALLEY ROAD, 53 M
 DK5231'(173.9 FT) SOUTHEAST OF THE CENTERLINE OF KGB LANE, 33 M (108.3 FT)
 DK5231'SOUTHEAST OF A FIELD ENTRANCE, 25.3 M (83.0 FT) SOUTHEAST OF A
 DK5231'TELEPHONE PEDESTAL --2135--, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND
 DK5231'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK5231'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK5231'ABOVE THE HORIZON.
 DK5231
 DK5231                          STATION RECOVERY (2011)
 DK5231
 DK5231'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9996 ***********************************************************************
 AF9996  DESIGNATION -  310 SOUTH INO GPS
 AF9996  PID         -  AF9996
 AF9996  STATE/COUNTY-  WI/BAYFIELD
 AF9996  COUNTRY     -  US
 AF9996  USGS QUAD   -  GRANDVIEW NW (2018)
 AF9996
 AF9996                         *CURRENT SURVEY CONTROL
 AF9996  ______________________________________________________________________
 AF9996* NAD 83(2011) POSITION- 46 29 11.68679(N) 091 10 37.41941(W)   ADJUSTED
 AF9996* NAD 83(2011) ELLIP HT-   288.772 (meters)        (06/27/12)   ADJUSTED
 AF9996* NAD 83(2011) EPOCH   -  2010.00
 AF9996* NAVD 88 ORTHO HEIGHT -   319.0   (meters)     1047.    (feet) GPS OBS
 AF9996  ______________________________________________________________________
 AF9996  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9996  GEOID HEIGHT    -        -30.159 (meters)                     GEOID96
 AF9996  GEOID HEIGHT    -        -30.233 (meters)                     GEOID18
 AF9996  NAD 83(2011) X  -    -90,374.206 (meters)                     COMP
 AF9996  NAD 83(2011) Y  - -4,398,525.108 (meters)                     COMP
 AF9996  NAD 83(2011) Z  -  4,602,862.794 (meters)                     COMP
 AF9996  LAPLACE CORR    -        -11.97  (seconds)                    DEFLEC18
 AF9996
 AF9996  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9996  Standards:
 AF9996         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9996            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9996  -------------------------------------------------------------------
 AF9996  NETWORK    0.73   3.55           0.34   0.23   1.81     -0.08322422
 AF9996  -------------------------------------------------------------------
 AF9996  Click here for local accuracies and other accuracy information.
 AF9996
 AF9996.The horizontal coordinates were established by GPS observations
 AF9996.and adjusted by the National Geodetic Survey in June 2012.
 AF9996
 AF9996.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9996.been affixed to the stable North American tectonic plate. See 
 AF9996.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9996
 AF9996.The horizontal coordinates are valid at the epoch date displayed above
 AF9996.which is a decimal equivalence of Year/Month/Day.
 AF9996
 AF9996.The orthometric height was determined by GPS observations and a
 AF9996.high-resolution geoid model.
 AF9996
 AF9996.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9996.GEOID18 height accuracy estimate available here.
 AF9996
 AF9996.Click photographs - Photos may exist for this station.
 AF9996
 AF9996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9996
 AF9996.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9996
 AF9996.The ellipsoidal height was determined by GPS observations
 AF9996.and is referenced to NAD 83.
 AF9996
 AF9996. The following values were computed from the NAD 83(2011) position.
 AF9996
 AF9996;                    North         East     Units Scale Factor Converg.
 AF9996;SPC WI N     -   147,373.010   509,630.371   MT  0.99996081   -0 50 56.8
 AF9996;SPC WI N     -   483,506.28  1,672,012.31   sFT  0.99996081   -0 50 56.8
 AF9996;UTM  15      - 5,149,726.530   639,910.775   MT  0.99984062   +1 19 20.0
 AF9996
 AF9996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9996!SPC WI N     -   0.99995473  x   0.99996081  =   0.99991555
 AF9996!UTM  15      -   0.99995473  x   0.99984062  =   0.99979536
 AF9996
 AF9996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3991049726(NAD 83)
 AF9996
 AF9996                          SUPERSEDED SURVEY CONTROL
 AF9996
 AF9996  NAD 83(2007)-  46 29 11.68688(N)    091 10 37.42016(W) AD(2002.00) 0
 AF9996  ELLIP H (02/10/07)  288.802  (m)                       GP(2002.00)    
 AF9996  NAD 83(1997)-  46 29 11.68707(N)    091 10 37.42075(W) AD(       ) 1
 AF9996  ELLIP H (12/26/02)  288.863  (m)                       GP(       ) 3 2
 AF9996  NAD 83(1991)-  46 29 11.68694(N)    091 10 37.41934(W) AD(       ) 1
 AF9996  ELLIP H (04/30/98)  288.856  (m)                       GP(       ) 3 2
 AF9996
 AF9996.Superseded values are not recommended for survey control.
 AF9996
 AF9996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9996.See file dsdata.pdf to determine how the superseded data were derived.
 AF9996
 AF9996_MARKER: DD = SURVEY DISK
 AF9996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9996_STAMPING: 310 SOUTH INO GPS
 AF9996_MARK LOGO: WI-007
 AF9996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9996+STABILITY: SURFACE MOTION
 AF9996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9996+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 AF9996
 AF9996  HISTORY     - Date     Condition        Report By
 AF9996  HISTORY     - 1996     MONUMENTED       WI-007
 AF9996  HISTORY     - 20041128 GOOD             USPSQD
 AF9996  HISTORY     - 20080723 GOOD             GEOCAC
 AF9996
 AF9996                          STATION DESCRIPTION
 AF9996
 AF9996'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
 AF9996'STATION DESCRIPTION  DESCRIBED BY BAYFIELD COUNTY, 1996  THE STATION
 AF9996'IS LOCATED ABOUT 4.83 SOUTH OF THE UNINCORPORATED VILLAGE OF INO,
 AF9996'WISCONSIN AND ABOUT 15.29 KM (9.50 MI) WEST OF THE VILLAGE OF MASON,
 AF9996'WISCONSIN ON TOWN ROAD RIGHT-OF-WAY IN THE NORTHEAST QUARTER OF THE
 AF9996'NORTHEAST QUARTER, SECTION 12, T46N, R7W, TOWN OF DELTA.  TO REACH THE
 AF9996'STATION FROM THE INTERSECTION OF COUNTY HIGHWAY E AND US HIGHWAY 2 IN
 AF9996'INO GO SOUTH ON COUNTY HIGHWAY E ABOUT 4.83 KM (3.00 MI) .  TO REACH
 AF9996'THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY E AND US HIGHWAY
 AF9996'63 IN MASON GO WEST ON COUNTY HIGHWAY E ABOUT 15.29 KM (9.50 MI) .
 AF9996'THE STATION IS 15.54 M (50.98 FT) SOUTH AND 10.06 WEST OF THE
 AF9996'INTERSECTION OF COUNTY HIGHWAY E (NORTH) , COUNTY HIGHWAY E (EAST) ,
 AF9996'TOWN LINE ROAD (SOUTH) , AND COUNTY HIGHWAY H (WEST) WHOSE
 AF9996'INTERSECTING CENTERLINES APPROXIMATE THE SECTION CORNER COMMON TO
 AF9996'SECTIONS 1 AND 12, T46N, R7W AND SECTIONS 6 AND 7, T46N, R6W.  THE
 AF9996'STATION IS 17.68 M (58.01 FT) SOUTH 65 DEGREES WEST FROM A POWER POLE.
 AF9996'THE STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP STAMPED---310 SOUTH INO
 AF9996'GPS---SET INTO THE TOP OF A ROUND CONCRETE MONUMUNT 30.48 CM (12 IN)
 AF9996'IN DIAMETER LOCATED FLUSH WITH THE GROUND.  STATION IS 1 M (3.3 FT)
 AF9996'SOUTH OF A STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY
 AF9996'SURVEY MARKER) .
 AF9996
 AF9996                          STATION RECOVERY (2004)
 AF9996
 AF9996'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 AF9996'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE SOUTHWEST
 AF9996'QUADRANT OF THE JUNCTION OF COUNTY HIGHWAY H AND COUNTY HIGHWAY E, 10
 AF9996'FEET SOUTHEAST OF A WOOD FENCE CORNER, AND 7 FEET WEST-NORTHWEST OF A
 AF9996'--NO THRU TRUCK TRAFFIC-- SIGN.
 AF9996
 AF9996                          STATION RECOVERY (2008)
 AF9996
 AF9996'RECOVERY NOTE BY GEOCACHING 2008 (JR)
 AF9996'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9958 ***********************************************************************
 AF9958  DESIGNATION -  311 TRIPP GPS
 AF9958  PID         -  AF9958
 AF9958  STATE/COUNTY-  WI/BAYFIELD
 AF9958  COUNTRY     -  US
 AF9958  USGS QUAD   -  IRON LAKE (2018)
 AF9958
 AF9958                         *CURRENT SURVEY CONTROL
 AF9958  ______________________________________________________________________
 AF9958* NAD 83(2011) POSITION- 46 37 07.72264(N) 091 23 39.31869(W)   ADJUSTED
 AF9958* NAD 83(2011) ELLIP HT-   262.989 (meters)        (06/27/12)   ADJUSTED
 AF9958* NAD 83(2011) EPOCH   -  2010.00
 AF9958* NAVD 88 ORTHO HEIGHT -   292.917 (meters)      961.01  (feet) ADJUSTED
 AF9958  ______________________________________________________________________
 AF9958  GEOID HEIGHT    -        -29.935 (meters)                     GEOID18
 AF9958  NAD 83(2011) X  -   -106,787.140 (meters)                     COMP
 AF9958  NAD 83(2011) Y  - -4,387,464.163 (meters)                     COMP
 AF9958  NAD 83(2011) Z  -  4,612,952.967 (meters)                     COMP
 AF9958  LAPLACE CORR    -        -14.79  (seconds)                    DEFLEC18
 AF9958  DYNAMIC HEIGHT  -        292.930 (meters)      961.05  (feet) COMP
 AF9958  MODELED GRAVITY -    980,649.1   (mgal)                       NAVD 88
 AF9958
 AF9958  VERT ORDER      -  SECOND    CLASS I
 AF9958
 AF9958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9958  Standards:
 AF9958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9958  -------------------------------------------------------------------
 AF9958  NETWORK    0.64   2.45           0.30   0.20   1.25      0.03804976
 AF9958  -------------------------------------------------------------------
 AF9958  Click here for local accuracies and other accuracy information.
 AF9958
 AF9958.The horizontal coordinates were established by GPS observations
 AF9958.and adjusted by the National Geodetic Survey in June 2012.
 AF9958
 AF9958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9958.been affixed to the stable North American tectonic plate. See 
 AF9958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9958
 AF9958.The horizontal coordinates are valid at the epoch date displayed above
 AF9958.which is a decimal equivalence of Year/Month/Day.
 AF9958
 AF9958.The orthometric height was determined by differential leveling and
 AF9958.adjusted by the NATIONAL GEODETIC SURVEY
 AF9958.in February 2017.
 AF9958
 AF9958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9958.GEOID18 height accuracy estimate available here.
 AF9958
 AF9958.Click photographs - Photos may exist for this station.
 AF9958
 AF9958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9958
 AF9958.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9958
 AF9958.The ellipsoidal height was determined by GPS observations
 AF9958.and is referenced to NAD 83.
 AF9958
 AF9958.The dynamic height is computed by dividing the NAVD 88
 AF9958.geopotential number by the normal gravity value computed on the
 AF9958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9958.degrees latitude (g = 980.6199 gals.).
 AF9958
 AF9958.The modeled gravity was interpolated from observed gravity values.
 AF9958
 AF9958. The following values were computed from the NAD 83(2011) position.
 AF9958
 AF9958;                    North         East     Units Scale Factor Converg.
 AF9958;SPC WI N     -   162,339.402   493,214.729   MT  0.99997632   -1 00 20.8
 AF9958;SPC WI N     -   532,608.52  1,618,155.32   sFT  0.99997632   -1 00 20.8
 AF9958;UTM  15      - 5,164,057.734   622,942.295   MT  0.99978579   +1 10 01.9
 AF9958
 AF9958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9958!SPC WI N     -   0.99995878  x   0.99997632  =   0.99993510
 AF9958!UTM  15      -   0.99995878  x   0.99978579  =   0.99974458
 AF9958
 AF9958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2294264057(NAD 83)
 AF9958
 AF9958                          SUPERSEDED SURVEY CONTROL
 AF9958
 AF9958  NAD 83(2007)-  46 37 07.72272(N)    091 23 39.31946(W) AD(2002.00) 0
 AF9958  ELLIP H (02/10/07)  263.018  (m)                       GP(2002.00)    
 AF9958  NAD 83(1997)-  46 37 07.72290(N)    091 23 39.32008(W) AD(       ) 1
 AF9958  ELLIP H (12/26/02)  263.049  (m)                       GP(       ) 3 2
 AF9958  NAD 83(1991)-  46 37 07.72281(N)    091 23 39.31861(W) AD(       ) 1
 AF9958  ELLIP H (04/30/98)  263.039  (m)                       GP(       ) 3 2
 AF9958  NAVD 88 (07/25/13)  292.938  (m)          961.08   (f) SUPERSEDED  2 1
 AF9958  NAVD 88 (04/30/98)  292.9    (m)  GEOID96  model used  GPS OBS        
 AF9958
 AF9958.Superseded values are not recommended for survey control.
 AF9958
 AF9958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9958.See file dsdata.pdf to determine how the superseded data were derived.
 AF9958
 AF9958_MARKER: DD = SURVEY DISK
 AF9958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9958_STAMPING: 311 TRIPP GPS
 AF9958_MARK LOGO: WI-007
 AF9958_PROJECTION: FLUSH
 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 - September 17, 2012
 AF9958
 AF9958  HISTORY     - Date     Condition        Report By
 AF9958  HISTORY     - 1996     MONUMENTED       WI-007
 AF9958  HISTORY     - 20011018 GOOD             USPSQD
 AF9958  HISTORY     - 20041128 GOOD             USPSQD
 AF9958  HISTORY     - 20120917 GOOD             WIDT
 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) .
 AF9958
 AF9958                          STATION RECOVERY (2001)
 AF9958
 AF9958'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 AF9958'RECOVERED IN GOOD CONDITION.
 AF9958
 AF9958                          STATION RECOVERY (2004)
 AF9958
 AF9958'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 AF9958'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1 FOOT SOUTH OF A
 AF9958'STEEL POST WITH NO SIGN ATTACHED.
 AF9958
 AF9958                          STATION RECOVERY (2012)
 AF9958
 AF9958'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 AF9958'NOTE-THE STATION IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 AF9958'THREE WHITE PLASTIC WITNESS POSTS AND HAS NO VISIBLE OBSTRUCTIONS
 AF9958'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0819 ***********************************************************************
 QM0819  DESIGNATION -  3115E06S GPS 0005
 QM0819  PID         -  QM0819
 QM0819  STATE/COUNTY-  WI/LANGLADE
 QM0819  COUNTRY     -  US
 QM0819  USGS QUAD   -  LANGLADE (2018)
 QM0819
 QM0819                         *CURRENT SURVEY CONTROL
 QM0819  ______________________________________________________________________
 QM0819* NAD 83(2011) POSITION- 45 11 38.27880(N) 088 40 29.76981(W)   ADJUSTED
 QM0819* NAD 83(2011) ELLIP HT-   341.473 (meters)        (06/27/12)   ADJUSTED
 QM0819* NAD 83(2011) EPOCH   -  2010.00
 QM0819* NAVD 88 ORTHO HEIGHT -   376.9   (meters)     1237.    (feet) VERTCON3
 QM0819  ______________________________________________________________________
 QM0819  GEOID HEIGHT    -        -35.426 (meters)                     GEOID18
 QM0819  NAD 83(2011) X  -    104,120.275 (meters)                     COMP
 QM0819  NAD 83(2011) Y  - -4,501,359.183 (meters)                     COMP
 QM0819  NAD 83(2011) Z  -  4,502,807.382 (meters)                     COMP
 QM0819  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 QM0819
 QM0819  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0819  Standards:
 QM0819         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0819            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0819  -------------------------------------------------------------------
 QM0819  NETWORK    1.74   3.47           0.78   0.63   1.77      0.07648408
 QM0819  -------------------------------------------------------------------
 QM0819  Click here for local accuracies and other accuracy information.
 QM0819
 QM0819.The horizontal coordinates were established by GPS observations
 QM0819.and adjusted by the National Geodetic Survey in June 2012.
 QM0819
 QM0819.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0819.been affixed to the stable North American tectonic plate. See 
 QM0819.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0819
 QM0819.The horizontal coordinates are valid at the epoch date displayed above
 QM0819.which is a decimal equivalence of Year/Month/Day.
 QM0819
 QM0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0819
 QM0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0819.GEOID18 height accuracy estimate available here.
 QM0819
 QM0819.Click photographs - Photos may exist for this station.
 QM0819
 QM0819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0819
 QM0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0819
 QM0819.The ellipsoidal height was determined by GPS observations
 QM0819.and is referenced to NAD 83.
 QM0819
 QM0819. The following values were computed from the NAD 83(2011) position.
 QM0819
 QM0819;                    North         East     Units Scale Factor Converg.
 QM0819;SPC WI C     -   152,043.672   704,114.797   MT  0.99995607   +0 56 05.8
 QM0819;SPC WI C     -   498,829.95  2,310,083.30   sFT  0.99995607   +0 56 05.8
 QM0819;UTM  16      - 5,005,862.539   368,435.678   MT  0.99981283   -1 11 18.7
 QM0819
 QM0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0819!SPC WI C     -   0.99994647  x   0.99995607  =   0.99990254
 QM0819!UTM  16      -   0.99994647  x   0.99981283  =   0.99975931
 QM0819
 QM0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6843505862(NAD 83)
 QM0819
 QM0819                          SUPERSEDED SURVEY CONTROL
 QM0819
 QM0819  NAD 83(2007)-  45 11 38.27894(N)    088 40 29.77061(W) AD(2002.00) 0
 QM0819  ELLIP H (02/10/07)  341.508  (m)                       GP(2002.00)    
 QM0819  NAD 83(1997)-  45 11 38.27908(N)    088 40 29.77095(W) AD(       ) 1
 QM0819  ELLIP H (06/17/02)  341.517  (m)                       GP(       ) 3 2
 QM0819  NAD 83(1991)-  45 11 38.27913(N)    088 40 29.76988(W) AD(       ) 1
 QM0819  ELLIP H (10/12/93)  341.483  (m)                       GP(       ) 3 2
 QM0819  NGVD 29 (10/12/93)  376.9    (m)  GEOID93  model used  GPS OBS        
 QM0819
 QM0819.Superseded values are not recommended for survey control.
 QM0819
 QM0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0819.See file dsdata.pdf to determine how the superseded data were derived.
 QM0819
 QM0819_MARKER: Z = SEE DESCRIPTION
 QM0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0819_STAMPING: 3115E06S GPS 0005 1991 USDA F.S.
 QM0819_MARK LOGO: USFS
 QM0819_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0819+STABILITY: SURFACE MOTION
 QM0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0819+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 QM0819
 QM0819  HISTORY     - Date     Condition        Report By
 QM0819  HISTORY     - 1991     MONUMENTED       USFS
 QM0819  HISTORY     - 20050906 GOOD             WIDT
 QM0819
 QM0819                          STATION DESCRIPTION
 QM0819
 QM0819'DESCRIBED BY US FOREST SERVICE 1991
 QM0819'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0819'HOLE ABOUT 16 INCHES IN DIAMETER, 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0819'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0819'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0819'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0819'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0819'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0819'HIGHWAYS 55 AND 64 IN THE TOWN OF LANGLADE, WISCONSIN.  THEN PROCEED
 QM0819'EAST 2.85 MILES (4.59 KM) ALONG STATE HIGHWAY 64. THE STATION IS 100
 QM0819'FEET (30.5 M) NORTH OF THE CENTER LINE OF STATE HIGHWAY 64 AND 285
 QM0819'WEST OF THE INTERSECTION OF STATE HIGHWAY 64 AND NICOLET NATIONAL
 QM0819'FOREST ROAD 2118.  THERE IS A STEEL SIGN POST 1.49 FEET (0.45 M)
 QM0819'SOUTH OF THE MONUMENT.
 QM0819
 QM0819                          STATION RECOVERY (2005)
 QM0819
 QM0819'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0819'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0818 ***********************************************************************
 QM0818  DESIGNATION -  3115E25S GPS 0006
 QM0818  PID         -  QM0818
 QM0818  STATE/COUNTY-  WI/OCONTO
 QM0818  COUNTRY     -  US
 QM0818  USGS QUAD   -  SHADOW LAKE (2018)
 QM0818
 QM0818                         *CURRENT SURVEY CONTROL
 QM0818  ______________________________________________________________________
 QM0818* NAD 83(2011) POSITION- 45 08 14.09205(N) 088 34 41.79902(W)   ADJUSTED
 QM0818* NAD 83(2011) ELLIP HT-   292.249 (meters)        (06/27/12)   ADJUSTED
 QM0818* NAD 83(2011) EPOCH   -  2010.00
 QM0818* NAVD 88 ORTHO HEIGHT -   327.9   (meters)     1076.    (feet) VERTCON3
 QM0818  ______________________________________________________________________
 QM0818  GEOID HEIGHT    -        -35.723 (meters)                     GEOID18
 QM0818  NAD 83(2011) X  -    111,824.013 (meters)                     COMP
 QM0818  NAD 83(2011) Y  - -4,505,611.329 (meters)                     COMP
 QM0818  NAD 83(2011) Z  -  4,498,327.967 (meters)                     COMP
 QM0818  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 QM0818
 QM0818  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0818  Standards:
 QM0818         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0818            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0818  -------------------------------------------------------------------
 QM0818  NETWORK    1.81   3.63           0.81   0.65   1.85      0.07276691
 QM0818  -------------------------------------------------------------------
 QM0818  Click here for local accuracies and other accuracy information.
 QM0818
 QM0818.The horizontal coordinates were established by GPS observations
 QM0818.and adjusted by the National Geodetic Survey in June 2012.
 QM0818
 QM0818.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0818.been affixed to the stable North American tectonic plate. See 
 QM0818.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0818
 QM0818.The horizontal coordinates are valid at the epoch date displayed above
 QM0818.which is a decimal equivalence of Year/Month/Day.
 QM0818
 QM0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0818
 QM0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0818.GEOID18 height accuracy estimate available here.
 QM0818
 QM0818.Click photographs - Photos may exist for this station.
 QM0818
 QM0818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0818
 QM0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0818
 QM0818.The ellipsoidal height was determined by GPS observations
 QM0818.and is referenced to NAD 83.
 QM0818
 QM0818. The following values were computed from the NAD 83(2011) position.
 QM0818
 QM0818;                    North         East     Units Scale Factor Converg.
 QM0818;SPC WI C     -   145,869.965   711,819.189   MT  0.99995107   +1 00 11.3
 QM0818;SPC WI C     -   478,575.04  2,335,360.12   sFT  0.99995107   +1 00 11.3
 QM0818;UTM  16      - 4,999,408.685   375,904.973   MT  0.99978935   -1 07 07.8
 QM0818
 QM0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0818!SPC WI C     -   0.99995418  x   0.99995107  =   0.99990525
 QM0818!UTM  16      -   0.99995418  x   0.99978935  =   0.99974354
 QM0818
 QM0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7590499408(NAD 83)
 QM0818
 QM0818                          SUPERSEDED SURVEY CONTROL
 QM0818
 QM0818  NAD 83(2007)-  45 08 14.09216(N)    088 34 41.79983(W) AD(2002.00) 0
 QM0818  ELLIP H (02/10/07)  292.284  (m)                       GP(2002.00)    
 QM0818  NAD 83(1997)-  45 08 14.09226(N)    088 34 41.80018(W) AD(       ) 1
 QM0818  ELLIP H (06/17/02)  292.294  (m)                       GP(       ) 3 2
 QM0818  NAD 83(1991)-  45 08 14.09231(N)    088 34 41.79912(W) AD(       ) 1
 QM0818  ELLIP H (10/12/93)  292.259  (m)                       GP(       ) 3 2
 QM0818  NGVD 29 (10/12/93)  327.9    (m)  GEOID93  model used  GPS OBS        
 QM0818
 QM0818.Superseded values are not recommended for survey control.
 QM0818
 QM0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0818.See file dsdata.pdf to determine how the superseded data were derived.
 QM0818
 QM0818_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0818_SETTING: 0 = UNSPECIFIED SETTING
 QM0818_STAMPING: 3115E25S GPS 0006 1991 USDA F.S.
 QM0818_MARK LOGO: USFS
 QM0818_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0818+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2004
 QM0818
 QM0818  HISTORY     - Date     Condition        Report By
 QM0818  HISTORY     - 1991     MONUMENTED       USFS
 QM0818  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 QM0818  HISTORY     - 20031004 GOOD             USPSQD
 QM0818  HISTORY     - 20040402 GOOD             GEOCAC
 QM0818
 QM0818                          STATION DESCRIPTION
 QM0818
 QM0818'DESCRIBED BY US FOREST SERVICE 1991
 QM0818'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0818'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0818'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0818'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0818'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0818'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0818'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0818'HIGHWAY 32 AND COUNTY HIGHWAY W IN MOUNTAIN, WISCONSIN.  THEN
 QM0818'PROCEED WESTERLY ALONG HIGHWAY W, 7.1 MILES (11.4 KM) TO SHEEP
 QM0818'RANCH ROAD. THEN SOUTHERLY ALONG SHEEP RANCH ROAD 0.95 MILES
 QM0818'(1.53 KM) TO THE STATION WHICH IS 82 FEET (25.0 M) NORTH OF THE
 QM0818'CENTER LINE OF SHEEP RAND ROAD. THERE IS A STEEL SIGN POST 1.86
 QM0818'FEET (0.57 M) SOUTH OF THE STATION.
 QM0818
 QM0818                          STATION RECOVERY (1999)
 QM0818
 QM0818'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0818'MARK NOT FOUND.
 QM0818
 QM0818                          STATION RECOVERY (2003)
 QM0818
 QM0818'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QM0818'THE MONUMENT IS LOCATED 82 FT SOUTH OF SHEEP RANCH ROAD AND NOT NORTH
 QM0818'AS IN DESC. IT IS IN THE CENTER OF A LARGE, CLEARED, CIRCULAR AREA
 QM0818'SURROUNDED BY A FOREST OF PLANTED PINE TREES. CIRCULAR AREA IS NOW
 QM0818'DENSELY OVERGROWN WITH TALL, ALMOST IMPENETRABLE BRAMBLE AND BERRY
 QM0818'BUSHES. THE DENSE OVERGROWTH CONCEALS THE WITNESS POST AND THE
 QM0818'MONUMENT.
 QM0818
 QM0818                          STATION RECOVERY (2004)
 QM0818
 QM0818'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QM0818'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0818'HIGHWAY 32 AND COUNTY HIGHWAY W IN MOUNTAIN, WISCONSIN. THEN PROCEED
 QM0818'WESTERLY ALONG HIGHWAY W, 7.1 MILES (11.4 KM) TO SHEEP RANCH ROAD.
 QM0818'THEN SOUTHERLY ALONG SHEEP RANCH ROAD 0.95 MILES (1.53 KM) TO THE
 QM0818'STATION WHICH IS 82 FEET (25.0 M) SOUTH OF THE CENTER LINE OF SHEEP
 QM0818'RAND ROAD. THERE IS A STEEL SIGN POST 1.86 FEET (0.57 M) SOUTH OF THE
 QM0818'STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0821 ***********************************************************************
 QM0821  DESIGNATION -  3117E34S GPS 0007
 QM0821  PID         -  QM0821
 QM0821  STATE/COUNTY-  WI/OCONTO
 QM0821  COUNTRY     -  US
 QM0821  USGS QUAD   -  HICKORY CORNERS (2018)
 QM0821
 QM0821                         *CURRENT SURVEY CONTROL
 QM0821  ______________________________________________________________________
 QM0821* NAD 83(2011) POSITION- 45 06 53.16351(N) 088 21 28.81955(W)   ADJUSTED
 QM0821* NAD 83(2011) ELLIP HT-   229.223 (meters)        (06/27/12)   ADJUSTED
 QM0821* NAD 83(2011) EPOCH   -  2010.00
 QM0821* NAVD 88 ORTHO HEIGHT -   265.1   (meters)      870.    (feet) VERTCON3
 QM0821  ______________________________________________________________________
 QM0821  GEOID HEIGHT    -        -35.935 (meters)                     GEOID18
 QM0821  NAD 83(2011) X  -    129,194.304 (meters)                     COMP
 QM0821  NAD 83(2011) Y  - -4,506,873.481 (meters)                     COMP
 QM0821  NAD 83(2011) Z  -  4,496,520.545 (meters)                     COMP
 QM0821  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 QM0821
 QM0821  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0821  Standards:
 QM0821         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0821            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0821  -------------------------------------------------------------------
 QM0821  NETWORK    1.84   3.37           0.83   0.64   1.72      0.21666496
 QM0821  -------------------------------------------------------------------
 QM0821  Click here for local accuracies and other accuracy information.
 QM0821
 QM0821.The horizontal coordinates were established by GPS observations
 QM0821.and adjusted by the National Geodetic Survey in June 2012.
 QM0821
 QM0821.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0821.been affixed to the stable North American tectonic plate. See 
 QM0821.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0821
 QM0821.The horizontal coordinates are valid at the epoch date displayed above
 QM0821.which is a decimal equivalence of Year/Month/Day.
 QM0821
 QM0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0821
 QM0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0821.GEOID18 height accuracy estimate available here.
 QM0821
 QM0821.Click photographs - Photos may exist for this station.
 QM0821
 QM0821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0821
 QM0821.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0821
 QM0821.The ellipsoidal height was determined by GPS observations
 QM0821.and is referenced to NAD 83.
 QM0821
 QM0821. The following values were computed from the NAD 83(2011) position.
 QM0821
 QM0821;                    North         East     Units Scale Factor Converg.
 QM0821;SPC WI C     -   143,699.097   729,192.007   MT  0.99994936   +1 09 30.8
 QM0821;SPC WI C     -   471,452.79  2,392,357.44   sFT  0.99994936   +1 09 30.8
 QM0821;UTM  16      - 4,996,596.746   393,182.312   MT  0.99974030   -0 57 44.2
 QM0821
 QM0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0821!SPC WI C     -   0.99996406  x   0.99994936  =   0.99991342
 QM0821!UTM  16      -   0.99996406  x   0.99974030  =   0.99970437
 QM0821
 QM0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9318296596(NAD 83)
 QM0821
 QM0821                          SUPERSEDED SURVEY CONTROL
 QM0821
 QM0821  NAD 83(2007)-  45 06 53.16359(N)    088 21 28.82035(W) AD(2002.00) 0
 QM0821  ELLIP H (02/10/07)  229.260  (m)                       GP(2002.00)    
 QM0821  NAD 83(1997)-  45 06 53.16371(N)    088 21 28.82068(W) AD(       ) 1
 QM0821  ELLIP H (06/17/02)  229.271  (m)                       GP(       ) 3 2
 QM0821  NAD 83(1991)-  45 06 53.16376(N)    088 21 28.81969(W) AD(       ) 1
 QM0821  ELLIP H (10/12/93)  229.235  (m)                       GP(       ) 3 2
 QM0821  NGVD 29 (10/12/93)  265.1    (m)  GEOID93  model used  GPS OBS        
 QM0821
 QM0821.Superseded values are not recommended for survey control.
 QM0821
 QM0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0821.See file dsdata.pdf to determine how the superseded data were derived.
 QM0821
 QM0821_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0821_SETTING: 0 = UNSPECIFIED SETTING
 QM0821_STAMPING: 3117E34S GPS 0007 1991 USDA F.S.
 QM0821_MARK LOGO: USFS
 QM0821_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0821+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QM0821
 QM0821  HISTORY     - Date     Condition        Report By
 QM0821  HISTORY     - 1991     MONUMENTED       USFS
 QM0821
 QM0821                          STATION DESCRIPTION
 QM0821
 QM0821'DESCRIBED BY US FOREST SERVICE 1991
 QM0821'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0821'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0821'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0821'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0821'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0821'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0821'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0821'HIGHWAY 32 AND COUNTY HIGHWAY W IN MOUNTAIN, WISCONSIN.  THEN
 QM0821'PROCEED SOUTHERLY ALONG HIGHWAY 32, 5.1 MILES (8.2 KM) TO STATE
 QM0821'HIGHWAY 64. THEN PROCEED EASTERLY ALONG STATE HIGHWAY 64, 3.7 MILES
 QM0821'(6.0 KM) TO THE STATION WHICH IS 100 FEET (30.5 M) NORTH OF THE
 QM0821'CENTER LINE OF STATE HIGHWAY 64. THERE IS A STEEL SIGN POST 1.18 FEET
 QM0821'(0.36 M) SOUTHWEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9960 ***********************************************************************
 AF9960  DESIGNATION -  312 ANDERSON GPS
 AF9960  PID         -  AF9960
 AF9960  STATE/COUNTY-  WI/BAYFIELD
 AF9960  COUNTRY     -  US
 AF9960  USGS QUAD   -  MOUNT VALHALLA (2018)
 AF9960
 AF9960                         *CURRENT SURVEY CONTROL
 AF9960  ______________________________________________________________________
 AF9960* NAD 83(2011) POSITION- 46 39 33.25107(N) 091 00 38.28655(W)   ADJUSTED
 AF9960* NAD 83(2011) ELLIP HT-   255.811 (meters)        (06/27/12)   ADJUSTED
 AF9960* NAD 83(2011) EPOCH   -  2010.00
 AF9960* NAVD 88 ORTHO HEIGHT -   287.4   (meters)      943.    (feet) GPS OBS
 AF9960  ______________________________________________________________________
 AF9960  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9960  GEOID HEIGHT    -        -31.450 (meters)                     GEOID96
 AF9960  GEOID HEIGHT    -        -31.552 (meters)                     GEOID18
 AF9960  NAD 83(2011) X  -    -77,351.280 (meters)                     COMP
 AF9960  NAD 83(2011) Y  - -4,384,809.104 (meters)                     COMP
 AF9960  NAD 83(2011) Z  -  4,616,033.248 (meters)                     COMP
 AF9960  LAPLACE CORR    -         -7.72  (seconds)                    DEFLEC18
 AF9960
 AF9960  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9960  Standards:
 AF9960         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9960            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9960  -------------------------------------------------------------------
 AF9960  NETWORK    0.68   2.39           0.32   0.22   1.22     -0.00929830
 AF9960  -------------------------------------------------------------------
 AF9960  Click here for local accuracies and other accuracy information.
 AF9960
 AF9960.The horizontal coordinates were established by GPS observations
 AF9960.and adjusted by the National Geodetic Survey in June 2012.
 AF9960
 AF9960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9960.been affixed to the stable North American tectonic plate. See 
 AF9960.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9960
 AF9960.The horizontal coordinates are valid at the epoch date displayed above
 AF9960.which is a decimal equivalence of Year/Month/Day.
 AF9960
 AF9960.The orthometric height was determined by GPS observations and a
 AF9960.high-resolution geoid model.
 AF9960
 AF9960.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9960.GEOID18 height accuracy estimate available here.
 AF9960
 AF9960.Click photographs - Photos may exist for this station.
 AF9960
 AF9960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9960
 AF9960.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9960
 AF9960.The ellipsoidal height was determined by GPS observations
 AF9960.and is referenced to NAD 83.
 AF9960
 AF9960. The following values were computed from the NAD 83(2011) position.
 AF9960
 AF9960;                    North         East     Units Scale Factor Converg.
 AF9960;SPC WI N     -   166,387.881   522,651.276   MT  0.99998213   -0 43 44.6
 AF9960;SPC WI N     -   545,890.91  1,714,731.73   sFT  0.99998213   -0 43 44.6
 AF9960;UTM  15      - 5,169,219.474   652,199.766   MT  0.99988473   +1 26 49.6
 AF9960
 AF9960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9960!SPC WI N     -   0.99995990  x   0.99998213  =   0.99994203
 AF9960!UTM  15      -   0.99995990  x   0.99988473  =   0.99984464
 AF9960
 AF9960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5219969219(NAD 83)
 AF9960
 AF9960                          SUPERSEDED SURVEY CONTROL
 AF9960
 AF9960  NAD 83(2007)-  46 39 33.25116(N)    091 00 38.28732(W) AD(2002.00) 0
 AF9960  ELLIP H (02/10/07)  255.840  (m)                       GP(2002.00)    
 AF9960  NAD 83(1997)-  46 39 33.25146(N)    091 00 38.28799(W) AD(       ) 1
 AF9960  ELLIP H (12/26/02)  255.881  (m)                       GP(       ) 3 2
 AF9960  NAD 83(1991)-  46 39 33.25139(N)    091 00 38.28636(W) AD(       ) 1
 AF9960  ELLIP H (04/30/98)  255.875  (m)                       GP(       ) 3 2
 AF9960
 AF9960.Superseded values are not recommended for survey control.
 AF9960
 AF9960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9960.See file dsdata.pdf to determine how the superseded data were derived.
 AF9960
 AF9960_MARKER: DD = SURVEY DISK
 AF9960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9960_STAMPING: 312 ANDERSON GPS
 AF9960_MARK LOGO: WI-007
 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        Report 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 = MAY  9, 2026 08:34:30 EDT
 AF9959 ***********************************************************************
 AF9959  DESIGNATION -  313 PORT WING GPS
 AF9959  PID         -  AF9959
 AF9959  STATE/COUNTY-  WI/BAYFIELD
 AF9959  COUNTRY     -  US
 AF9959  USGS QUAD   -  PORT WING (2018)
 AF9959
 AF9959                         *CURRENT SURVEY CONTROL
 AF9959  ______________________________________________________________________
 AF9959* NAD 83(2011) POSITION- 46 46 29.19586(N) 091 23 14.63372(W)   ADJUSTED
 AF9959* NAD 83(2011) ELLIP HT-   174.903 (meters)        (06/27/12)   ADJUSTED
 AF9959* NAD 83(2011) EPOCH   -  2010.00
 AF9959* NAVD 88 ORTHO HEIGHT -   205.4   (meters)      674.    (feet) GPS OBS
 AF9959  ______________________________________________________________________
 AF9959  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9959  GEOID HEIGHT    -        -30.354 (meters)                     GEOID96
 AF9959  GEOID HEIGHT    -        -30.447 (meters)                     GEOID18
 AF9959  NAD 83(2011) X  -   -105,955.097 (meters)                     COMP
 AF9959  NAD 83(2011) Y  - -4,374,802.461 (meters)                     COMP
 AF9959  NAD 83(2011) Z  -  4,624,780.566 (meters)                     COMP
 AF9959  LAPLACE CORR    -        -12.27  (seconds)                    DEFLEC18
 AF9959
 AF9959  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9959  Standards:
 AF9959         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9959            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9959  -------------------------------------------------------------------
 AF9959  NETWORK    0.76   2.59           0.35   0.25   1.32      0.06567182
 AF9959  -------------------------------------------------------------------
 AF9959  Click here for local accuracies and other accuracy information.
 AF9959
 AF9959.The horizontal coordinates were established by GPS observations
 AF9959.and adjusted by the National Geodetic Survey in June 2012.
 AF9959
 AF9959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9959.been affixed to the stable North American tectonic plate. See 
 AF9959.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9959
 AF9959.The horizontal coordinates are valid at the epoch date displayed above
 AF9959.which is a decimal equivalence of Year/Month/Day.
 AF9959
 AF9959.The orthometric height was determined by GPS observations and a
 AF9959.high-resolution geoid model.
 AF9959
 AF9959.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9959.GEOID18 height accuracy estimate available here.
 AF9959
 AF9959.Click photographs - Photos may exist for this station.
 AF9959
 AF9959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9959
 AF9959.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9959
 AF9959.The ellipsoidal height was determined by GPS observations
 AF9959.and is referenced to NAD 83.
 AF9959
 AF9959. The following values were computed from the NAD 83(2011) position.
 AF9959
 AF9959;                    North         East     Units Scale Factor Converg.
 AF9959;SPC WI N     -   179,665.171   494,042.679   MT  1.00000149   -1 00 03.0
 AF9959;SPC WI N     -   589,451.48  1,620,871.69   sFT  1.00000149   -1 00 03.0
 AF9959;UTM  15      - 5,181,398.933   623,112.221   MT  0.99978629   +1 10 30.7
 AF9959
 AF9959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9959!SPC WI N     -   0.99997258  x   1.00000149  =   0.99997407
 AF9959!UTM  15      -   0.99997258  x   0.99978629  =   0.99975888
 AF9959
 AF9959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2311281398(NAD 83)
 AF9959
 AF9959                          SUPERSEDED SURVEY CONTROL
 AF9959
 AF9959  NAD 83(2007)-  46 46 29.19594(N)    091 23 14.63450(W) AD(2002.00) 0
 AF9959  ELLIP H (02/10/07)  174.932  (m)                       GP(2002.00)    
 AF9959  NAD 83(1997)-  46 46 29.19611(N)    091 23 14.63512(W) AD(       ) 1
 AF9959  ELLIP H (12/26/02)  174.962  (m)                       GP(       ) 3 2
 AF9959  NAD 83(1991)-  46 46 29.19602(N)    091 23 14.63367(W) AD(       ) 1
 AF9959  ELLIP H (04/30/98)  174.952  (m)                       GP(       ) 3 2
 AF9959
 AF9959.Superseded values are not recommended for survey control.
 AF9959
 AF9959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9959.See file dsdata.pdf to determine how the superseded data were derived.
 AF9959
 AF9959_MARKER: DD = SURVEY DISK
 AF9959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9959_STAMPING: 313 PORT WING GPS
 AF9959_MARK LOGO: WI-007
 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 - September 01, 2008
 AF9959
 AF9959  HISTORY     - Date     Condition        Report By
 AF9959  HISTORY     - 1996     MONUMENTED       WI-007
 AF9959  HISTORY     - 20080901 GOOD             GEOCAC
 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) .
 AF9959
 AF9959                          STATION RECOVERY (2008)
 AF9959
 AF9959'RECOVERY NOTE BY GEOCACHING 2008 (CPB)
 AF9959'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4986 ***********************************************************************
 DQ4986  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4986  DESIGNATION -  313618
 DQ4986  PID         -  DQ4986
 DQ4986  STATE/COUNTY-  WI/MARINETTE
 DQ4986  COUNTRY     -  US
 DQ4986  USGS QUAD   -  COLEMAN LAKE (2018)
 DQ4986
 DQ4986                         *CURRENT SURVEY CONTROL
 DQ4986  ______________________________________________________________________
 DQ4986* NAD 83(2011) POSITION- 45 33 42.35532(N) 088 18 10.66034(W)   ADJUSTED
 DQ4986* NAD 83(2011) ELLIP HT-   347.380 (meters)        (04/14/17)   ADJUSTED
 DQ4986* NAD 83(2011) EPOCH   -  2010.00
 DQ4986* NAVD 88 ORTHO HEIGHT -   382.17  (meters)     1253.8   (feet) GPS OBS
 DQ4986  ______________________________________________________________________
 DQ4986  GEOID HEIGHT    -        -34.786 (meters)                     GEOID18
 DQ4986  NAD 83(2011) X  -    132,479.998 (meters)                     COMP
 DQ4986  NAD 83(2011) Y  - -4,471,509.431 (meters)                     COMP
 DQ4986  NAD 83(2011) Z  -  4,531,526.154 (meters)                     COMP
 DQ4986  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 DQ4986
 DQ4986  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4986  Standards:
 DQ4986         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4986            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4986  -------------------------------------------------------------------
 DQ4986  NETWORK    0.63   0.88           0.29   0.21   0.45      0.05270118
 DQ4986  -------------------------------------------------------------------
 DQ4986  Click here for local accuracies and other accuracy information.
 DQ4986
 DQ4986.The horizontal coordinates were established by GPS observations
 DQ4986.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4986
 DQ4986.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4986.been affixed to the stable North American tectonic plate. See 
 DQ4986.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4986
 DQ4986.The horizontal coordinates are valid at the epoch date displayed above
 DQ4986.which is a decimal equivalence of Year/Month/Day.
 DQ4986
 DQ4986.The orthometric height was determined by GPS observations and a
 DQ4986.high-resolution geoid model using precise GPS observation and
 DQ4986.processing techniques.
 DQ4986
 DQ4986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4986.GEOID18 height accuracy estimate available here.
 DQ4986
 DQ4986.Click photographs - Photos may exist for this station.
 DQ4986
 DQ4986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4986
 DQ4986.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4986
 DQ4986.The ellipsoidal height was determined by GPS observations
 DQ4986.and is referenced to NAD 83.
 DQ4986
 DQ4986. The following values were computed from the NAD 83(2011) position.
 DQ4986
 DQ4986;                    North         East     Units Scale Factor Converg.
 DQ4986;SPC WI C     -   193,454.692   732,484.159   MT  1.00001235   +1 11 50.6
 DQ4986;SPC WI C     -   634,692.60  2,403,158.44   sFT  1.00001235   +1 11 50.6
 DQ4986;UTM  16      - 5,046,184.101   398,315.329   MT  0.99972712   -0 55 49.4
 DQ4986
 DQ4986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4986!SPC WI C     -   0.99994554  x   1.00001235  =   0.99995789
 DQ4986!UTM  16      -   0.99994554  x   0.99972712  =   0.99967268
 DQ4986
 DQ4986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9831546184(NAD 83)
 DQ4986
 DQ4986                          SUPERSEDED SURVEY CONTROL
 DQ4986
 DQ4986.No superseded survey control is available for this station.
 DQ4986
 DQ4986_MARKER: DD = SURVEY DISK
 DQ4986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4986_STAMPING: 313618 2000
 DQ4986_MARK LOGO: WI-075
 DQ4986_PROJECTION: FLUSH
 DQ4986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4986+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4986
 DQ4986  HISTORY     - Date     Condition        Report By
 DQ4986  HISTORY     - 2000     MONUMENTED       WI-075
 DQ4986  HISTORY     - 20150201 GOOD             WIDT
 DQ4986
 DQ4986                          STATION DESCRIPTION
 DQ4986
 DQ4986'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4986'THE STATION IS APPROXIMATELY 17.9 MI (28.8 KM) EAST OF LAONA, 15.6 MI
 DQ4986'(25.1 KM) WEST-NORTHWEST OF AMBERG, AND 5.4 MI (8.7 KM) SOUTHEAST OF
 DQ4986'GOODMAN.
 DQ4986'
 DQ4986'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DQ4986'HIGHWAY I (PARKWAY RD) ABOUT 2 MI (3.2 KM) EAST OF THE COMMUNITY OF
 DQ4986'GOODMAN, GO SOUTH ON COUNTY HIGHWAY I (PARKWAY RD) FOR 6.2 MI (10.0
 DQ4986'KM) TO FOREST ROAD 604 ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON
 DQ4986'FOREST ROAD 604 FOR 0.3 MI (0.5 KM) TO 4-WAY JUNCTION DIRT ROADS
 DQ4986'ADJACENT TO AN ATV TRAIL.  TURN LEFT AND GO NORTH FOR 0.1 MI (0.2 KM)
 DQ4986'TO THE STATION ON THE RIGHT.
 DQ4986'
 DQ4986'THE STATION IS A BRONZE MARINETTE COUNTY GPS NETWORK CONTROL STATION
 DQ4986'DISK SET IN THE TOP OF A CONCRETE POST.  THE STATION IS 52.2 M (171.3
 DQ4986'FT) EAST OF CENTERLINE OF THE ROAD, 31.5 M (103.3 FT) EAST OF THE
 DQ4986'CENTER OF AN ATV TRAIL, 60.0 M (196.9 FT) SOUTHEAST OF A POWER POLE
 DQ4986'-237-, 35.8 M (117.5 FT) EAST OF A -STOP AHEAD- SIGN, AND LOCATED IN
 DQ4986'THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD
 DQ4986'POSTS.
 DQ4986'
 DQ4986'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4986'DEGREES EXCEPT FOR PINE TREES TO THE EAST EXTENDING TO 25 DEGREES
 DQ4986'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9956 ***********************************************************************
 AF9956  DESIGNATION -  314 BRINKS GPS
 AF9956  PID         -  AF9956
 AF9956  STATE/COUNTY-  WI/BAYFIELD
 AF9956  COUNTRY     -  US
 AF9956  USGS QUAD   -  MOQUAH NW (2018)
 AF9956
 AF9956                         *CURRENT SURVEY CONTROL
 AF9956  ______________________________________________________________________
 AF9956* NAD 83(2011) POSITION- 46 42 14.70715(N) 091 10 01.94032(W)   ADJUSTED
 AF9956* NAD 83(2011) ELLIP HT-   336.882 (meters)        (06/27/12)   ADJUSTED
 AF9956* NAD 83(2011) EPOCH   -  2010.00
 AF9956* NAVD 88 ORTHO HEIGHT -   368.0   (meters)     1207.    (feet) GPS OBS
 AF9956  ______________________________________________________________________
 AF9956  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9956  GEOID HEIGHT    -        -31.029 (meters)                     GEOID96
 AF9956  GEOID HEIGHT    -        -31.128 (meters)                     GEOID18
 AF9956  NAD 83(2011) X  -    -89,260.456 (meters)                     COMP
 AF9956  NAD 83(2011) Y  - -4,381,010.250 (meters)                     COMP
 AF9956  NAD 83(2011) Z  -  4,619,512.776 (meters)                     COMP
 AF9956  LAPLACE CORR    -         -8.90  (seconds)                    DEFLEC18
 AF9956
 AF9956  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9956  Standards:
 AF9956         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9956            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9956  -------------------------------------------------------------------
 AF9956  NETWORK    0.72   2.53           0.33   0.25   1.29      0.08146490
 AF9956  -------------------------------------------------------------------
 AF9956  Click here for local accuracies and other accuracy information.
 AF9956
 AF9956.The horizontal coordinates were established by GPS observations
 AF9956.and adjusted by the National Geodetic Survey in June 2012.
 AF9956
 AF9956.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9956.been affixed to the stable North American tectonic plate. See 
 AF9956.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9956
 AF9956.The horizontal coordinates are valid at the epoch date displayed above
 AF9956.which is a decimal equivalence of Year/Month/Day.
 AF9956
 AF9956.The orthometric height was determined by GPS observations and a
 AF9956.high-resolution geoid model.
 AF9956
 AF9956.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9956.GEOID18 height accuracy estimate available here.
 AF9956
 AF9956.Click photographs - Photos may exist for this station.
 AF9956
 AF9956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9956
 AF9956.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9956
 AF9956.The ellipsoidal height was determined by GPS observations
 AF9956.and is referenced to NAD 83.
 AF9956
 AF9956. The following values were computed from the NAD 83(2011) position.
 AF9956
 AF9956;                    North         East     Units Scale Factor Converg.
 AF9956;SPC WI N     -   171,537.168   510,742.257   MT  0.99998916   -0 50 31.2
 AF9956;SPC WI N     -   562,784.86  1,675,660.22   sFT  0.99998916   -0 50 31.2
 AF9956;UTM  15      - 5,173,912.260   640,105.293   MT  0.99984128   +1 20 03.0
 AF9956
 AF9956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9956!SPC WI N     -   0.99994719  x   0.99998916  =   0.99993636
 AF9956!UTM  15      -   0.99994719  x   0.99984128  =   0.99978848
 AF9956
 AF9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4010573912(NAD 83)
 AF9956
 AF9956                          SUPERSEDED SURVEY CONTROL
 AF9956
 AF9956  NAD 83(2007)-  46 42 14.70724(N)    091 10 01.94109(W) AD(2002.00) 0
 AF9956  ELLIP H (02/10/07)  336.911  (m)                       GP(2002.00)    
 AF9956  NAD 83(1997)-  46 42 14.70747(N)    091 10 01.94172(W) AD(       ) 1
 AF9956  ELLIP H (12/26/02)  336.948  (m)                       GP(       ) 3 2
 AF9956  NAD 83(1991)-  46 42 14.70740(N)    091 10 01.94020(W) AD(       ) 1
 AF9956  ELLIP H (04/30/98)  336.940  (m)                       GP(       ) 3 2
 AF9956
 AF9956.Superseded values are not recommended for survey control.
 AF9956
 AF9956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9956.See file dsdata.pdf to determine how the superseded data were derived.
 AF9956
 AF9956_MARKER: DD = SURVEY DISK
 AF9956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9956_STAMPING: 314 BRINKS GPS
 AF9956_MARK LOGO: WI-007
 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        Report 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 = MAY  9, 2026 08:34:30 EDT
 AF9957 ***********************************************************************
 AF9957  DESIGNATION -  315 NORTH BOUNDARY GPS
 AF9957  PID         -  AF9957
 AF9957  STATE/COUNTY-  WI/BAYFIELD
 AF9957  COUNTRY     -  US
 AF9957  USGS QUAD   -  CORNUCOPIA (2018)
 AF9957
 AF9957                         *CURRENT SURVEY CONTROL
 AF9957  ______________________________________________________________________
 AF9957* NAD 83(2011) POSITION- 46 45 05.24293(N) 091 04 57.76625(W)   ADJUSTED
 AF9957* NAD 83(2011) ELLIP HT-   349.977 (meters)        (06/27/12)   ADJUSTED
 AF9957* NAD 83(2011) EPOCH   -  2010.00
 AF9957* NAVD 88 ORTHO HEIGHT -   381.4   (meters)     1251.    (feet) GPS OBS
 AF9957  ______________________________________________________________________
 AF9957  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9957  GEOID HEIGHT    -        -31.280 (meters)                     GEOID96
 AF9957  GEOID HEIGHT    -        -31.374 (meters)                     GEOID18
 AF9957  NAD 83(2011) X  -    -82,727.499 (meters)                     COMP
 AF9957  NAD 83(2011) Y  - -4,377,312.347 (meters)                     COMP
 AF9957  NAD 83(2011) Z  -  4,623,132.186 (meters)                     COMP
 AF9957  LAPLACE CORR    -         -6.80  (seconds)                    DEFLEC18
 AF9957
 AF9957  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9957  Standards:
 AF9957         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9957            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9957  -------------------------------------------------------------------
 AF9957  NETWORK    0.72   2.53           0.33   0.24   1.29     -0.01524573
 AF9957  -------------------------------------------------------------------
 AF9957  Click here for local accuracies and other accuracy information.
 AF9957
 AF9957.The horizontal coordinates were established by GPS observations
 AF9957.and adjusted by the National Geodetic Survey in June 2012.
 AF9957
 AF9957.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9957.been affixed to the stable North American tectonic plate. See 
 AF9957.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9957
 AF9957.The horizontal coordinates are valid at the epoch date displayed above
 AF9957.which is a decimal equivalence of Year/Month/Day.
 AF9957
 AF9957.The orthometric height was determined by GPS observations and a
 AF9957.high-resolution geoid model.
 AF9957
 AF9957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9957.GEOID18 height accuracy estimate available here.
 AF9957
 AF9957.Click photographs - Photos may exist for this station.
 AF9957
 AF9957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9957
 AF9957.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9957
 AF9957.The ellipsoidal height was determined by GPS observations
 AF9957.and is referenced to NAD 83.
 AF9957
 AF9957. The following values were computed from the NAD 83(2011) position.
 AF9957
 AF9957;                    North         East     Units Scale Factor Converg.
 AF9957;SPC WI N     -   176,711.156   517,274.898   MT  0.99999725   -0 46 51.7
 AF9957;SPC WI N     -   579,759.85  1,697,092.73   sFT  0.99999725   -0 46 51.7
 AF9957;UTM  15      - 5,179,329.901   646,435.788   MT  0.99986357   +1 23 48.4
 AF9957
 AF9957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9957!SPC WI N     -   0.99994514  x   0.99999725  =   0.99994239
 AF9957!UTM  15      -   0.99994514  x   0.99986357  =   0.99980872
 AF9957
 AF9957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4643579329(NAD 83)
 AF9957
 AF9957                          SUPERSEDED SURVEY CONTROL
 AF9957
 AF9957  NAD 83(2007)-  46 45 05.24301(N)    091 04 57.76701(W) AD(2002.00) 0
 AF9957  ELLIP H (02/10/07)  350.006  (m)                       GP(2002.00)    
 AF9957  NAD 83(1997)-  46 45 05.24332(N)    091 04 57.76768(W) AD(       ) 1
 AF9957  ELLIP H (12/26/02)  350.049  (m)                       GP(       ) 3 2
 AF9957  NAD 83(1991)-  46 45 05.24326(N)    091 04 57.76606(W) AD(       ) 1
 AF9957  ELLIP H (04/30/98)  350.043  (m)                       GP(       ) 3 2
 AF9957
 AF9957.Superseded values are not recommended for survey control.
 AF9957
 AF9957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9957.See file dsdata.pdf to determine how the superseded data were derived.
 AF9957
 AF9957_MARKER: DD = SURVEY DISK
 AF9957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9957_STAMPING: 315 NORTH BOUNDARY GPS
 AF9957_MARK LOGO: WI-007
 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        Report 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 = MAY  9, 2026 08:34:30 EDT
 RN1693 ***********************************************************************
 RN1693  DESIGNATION -  315 RESET
 RN1693  PID         -  RN1693
 RN1693  STATE/COUNTY-  WI/DOUGLAS
 RN1693  COUNTRY     -  US
 RN1693  USGS QUAD   -  SUPERIOR (2018)
 RN1693
 RN1693                         *CURRENT SURVEY CONTROL
 RN1693  ______________________________________________________________________
 RN1693* NAD 83(2011) POSITION- 46 42 42.69446(N) 092 02 39.27156(W)   ADJUSTED
 RN1693* NAD 83(2011) ELLIP HT-   156.689 (meters)        (06/27/12)   ADJUSTED
 RN1693* NAD 83(2011) EPOCH   -  2010.00
 RN1693* NAVD 88 ORTHO HEIGHT -   184.957 (meters)      606.81  (feet) ADJUSTED
 RN1693  ______________________________________________________________________
 RN1693  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 RN1693  NAD 83(2011) X  -   -156,281.418 (meters)                     COMP
 RN1693  NAD 83(2011) Y  - -4,378,378.582 (meters)                     COMP
 RN1693  NAD 83(2011) Z  -  4,619,974.257 (meters)                     COMP
 RN1693  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 RN1693  DYNAMIC HEIGHT  -        184.980 (meters)      606.89  (feet) COMP
 RN1693  MODELED GRAVITY -    980,736.7   (mgal)                       NAVD 88
 RN1693
 RN1693  VERT ORDER      -  SECOND    CLASS I
 RN1693
 RN1693  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RN1693  Standards:
 RN1693         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RN1693            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RN1693  -------------------------------------------------------------------
 RN1693  NETWORK    2.04   2.55           0.93   0.65   1.30     -0.40020832
 RN1693  -------------------------------------------------------------------
 RN1693  Click here for local accuracies and other accuracy information.
 RN1693
 RN1693.The horizontal coordinates were established by GPS observations
 RN1693.and adjusted by the National Geodetic Survey in June 2012.
 RN1693
 RN1693.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RN1693.been affixed to the stable North American tectonic plate. See 
 RN1693.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RN1693
 RN1693.The horizontal coordinates are valid at the epoch date displayed above
 RN1693.which is a decimal equivalence of Year/Month/Day.
 RN1693
 RN1693.The orthometric height was determined by differential leveling and
 RN1693.adjusted by the NATIONAL GEODETIC SURVEY
 RN1693.in February 2017.
 RN1693
 RN1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1693.GEOID18 height accuracy estimate available here.
 RN1693
 RN1693.Click photographs - Photos may exist for this station.
 RN1693
 RN1693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1693
 RN1693.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1693
 RN1693.The ellipsoidal height was determined by GPS observations
 RN1693.and is referenced to NAD 83.
 RN1693
 RN1693.The dynamic height is computed by dividing the NAVD 88
 RN1693.geopotential number by the normal gravity value computed on the
 RN1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1693.degrees latitude (g = 980.6199 gals.).
 RN1693
 RN1693.The modeled gravity was interpolated from observed gravity values.
 RN1693
 RN1693. The following values were computed from the NAD 83(2011) position.
 RN1693
 RN1693;                    North         East     Units Scale Factor Converg.
 RN1693;SPC WI N     -   173,756.934   443,708.004   MT  0.99999044   -1 28 28.8
 RN1693;SPC WI N     -   570,067.54  1,455,732.01   sFT  0.99999044   -1 28 28.8
 RN1693;UTM  15      - 5,173,588.451   573,051.558   MT  0.99966559   +0 41 44.7
 RN1693
 RN1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1693!SPC WI N     -   0.99997544  x   0.99999044  =   0.99996588
 RN1693!UTM  15      -   0.99997544  x   0.99966559  =   0.99964104
 RN1693
 RN1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7305173588(NAD 83)
 RN1693
 RN1693                          SUPERSEDED SURVEY CONTROL
 RN1693
 RN1693  NAD 83(2007)-  46 42 42.69453(N)    092 02 39.27247(W) AD(2002.00) 0
 RN1693  ELLIP H (02/10/07)  156.720  (m)                       GP(2002.00)    
 RN1693  NAD 83(1996)-  46 42 42.69442(N)    092 02 39.27292(W) AD(       ) 2
 RN1693  ELLIP H (03/16/99)  156.757  (m)                       GP(       ) 4 1
 RN1693  NAD 83(1991)-  46 42 42.69478(N)    092 02 39.27239(W) AD(       ) 2
 RN1693  ELLIP H (11/21/91)  156.706  (m)                       GP(       ) 4 1
 RN1693  NAD 83(1986)-  46 42 42.69182(N)    092 02 39.27413(W) AD(       ) 2
 RN1693  NAVD 88 (07/25/13)  184.959  (m)          606.82   (f) SUPERSEDED  2 1
 RN1693  NGVD 29 (05/23/89)  184.9    (m)  RAPSU86  model used  GPS OBS        
 RN1693
 RN1693.Superseded values are not recommended for survey control.
 RN1693
 RN1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1693.See file dsdata.pdf to determine how the superseded data were derived.
 RN1693
 RN1693_MARKER: DD = SURVEY DISK
 RN1693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN1693_SP_SET: PIER
 RN1693_STAMPING: 315 RESET 1988
 RN1693_MARK LOGO: USACE
 RN1693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1693+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2018
 RN1693
 RN1693  HISTORY     - Date     Condition        Report By
 RN1693  HISTORY     - 1988     MONUMENTED       USACE
 RN1693  HISTORY     - 19961012 GOOD             USPSQD
 RN1693  HISTORY     - 20091123 GOOD             WIDT
 RN1693  HISTORY     - 20120730 GOOD             WIDT
 RN1693  HISTORY     - 20180522 GOOD             USACED
 RN1693
 RN1693                          STATION DESCRIPTION
 RN1693
 RN1693'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988
 RN1693'THE STATION IS SITUATED ON A PIER ON THE SOUTHWESTERN SHORE OF
 RN1693'SUPERIOR BAY.  THIS IS THE SECOND PIER SOUTHEAST OF BARKERS ISLAND.
 RN1693'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 2 AND US ROUTE
 RN1693'53, PROCEED IN A SOUTHEASTERLY DIRECTION ALONG US ROUTE 2/53 FOR
 RN1693'APPROXIMATELY 2.2 KM (1.35 MI) TO THE INTERSECTION WITH 21ST AVENUE.
 RN1693'TURN LEFT, AND PROCEED IN A NORTHEASTERLY DIRECTION FOR APPROXIMATELY
 RN1693'200 M (656.2 FT) AND ACROSS THE RAILWAY TRACKS.  BEAR LEFT AT A FORK
 RN1693'IN THE ROAD AND PROCEED TO THE END OF THE PIER AND THE STATION.
 RN1693'THE STATION IS APPROXIMATELY 5.0 M (16.4 FT) FROM THE NORTHWESTERN
 RN1693'EDGE OF THE PIER AND APPROXIMATELY 2.0 M (6.6 FT) FROM THE END OF
 RN1693'THE PIER.  IT IS A CORPS OF ENGINEERS US ARMY DISK SET FLUSH WITH THE
 RN1693'CONCRETE DECKING.  IT IS STAMPED 315 RESET.
 RN1693
 RN1693                          STATION RECOVERY (1996)
 RN1693
 RN1693'RECOVERY NOTE BY US POWER SQUADRON 1996
 RN1693'RECOVERED IN GOOD CONDITION.
 RN1693
 RN1693                          STATION RECOVERY (2009)
 RN1693
 RN1693'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (CAK)
 RN1693'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS LOCATED ON THE PIER
 RN1693'OCCUPIED BY THE HANSON MUELLLER GRAIN CO.
 RN1693
 RN1693                          STATION RECOVERY (2012)
 RN1693
 RN1693'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RN1693'RECOVERED IN GOOD CONDITION.
 RN1693
 RN1693                          STATION RECOVERY (2018)
 RN1693
 RN1693'RECOVERY NOTE BY USACE DETROIT DISTRICT 2018 (ATA)
 RN1693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9598 ***********************************************************************
 AG9598  DESIGNATION -  3153 WILDCAT AZIMUTH
 AG9598  PID         -  AG9598
 AG9598  STATE/COUNTY-  WI/WASHBURN
 AG9598  COUNTRY     -  US
 AG9598  USGS QUAD   -  SPOONER LAKE (2018)
 AG9598
 AG9598                         *CURRENT SURVEY CONTROL
 AG9598  ______________________________________________________________________
 AG9598* NAD 83(2011) POSITION- 45 48 13.31310(N) 091 49 34.35671(W)   ADJUSTED
 AG9598* NAD 83(2011) ELLIP HT-   323.518 (meters)        (06/27/12)   ADJUSTED
 AG9598* NAD 83(2011) EPOCH   -  2010.00
 AG9598* NAVD 88 ORTHO HEIGHT -   352.6   (meters)     1157.    (feet) GPS OBS
 AG9598  ______________________________________________________________________
 AG9598  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9598  GEOID HEIGHT    -        -29.057 (meters)                     GEOID96
 AG9598  GEOID HEIGHT    -        -29.169 (meters)                     GEOID18
 AG9598  NAD 83(2011) X  -   -141,946.847 (meters)                     COMP
 AG9598  NAD 83(2011) Y  - -4,451,952.447 (meters)                     COMP
 AG9598  NAD 83(2011) Z  -  4,550,295.992 (meters)                     COMP
 AG9598  LAPLACE CORR    -         -9.09  (seconds)                    DEFLEC18
 AG9598
 AG9598  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9598  Standards:
 AG9598         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9598            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9598  -------------------------------------------------------------------
 AG9598  NETWORK    0.65   2.06           0.30   0.22   1.05      0.14947181
 AG9598  -------------------------------------------------------------------
 AG9598  Click here for local accuracies and other accuracy information.
 AG9598
 AG9598.The horizontal coordinates were established by GPS observations
 AG9598.and adjusted by the National Geodetic Survey in June 2012.
 AG9598
 AG9598.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9598.been affixed to the stable North American tectonic plate. See 
 AG9598.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9598
 AG9598.The horizontal coordinates are valid at the epoch date displayed above
 AG9598.which is a decimal equivalence of Year/Month/Day.
 AG9598
 AG9598.The orthometric height was determined by GPS observations and a
 AG9598.high-resolution geoid model.
 AG9598
 AG9598.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9598.GEOID18 height accuracy estimate available here.
 AG9598
 AG9598.Click photographs - Photos may exist for this station.
 AG9598
 AG9598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9598
 AG9598.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9598
 AG9598.The ellipsoidal height was determined by GPS observations
 AG9598.and is referenced to NAD 83.
 AG9598
 AG9598. The following values were computed from the NAD 83(2011) position.
 AG9598
 AG9598;                    North         East     Units Scale Factor Converg.
 AG9598;SPC WI N     -    72,433.874   458,053.720   MT  0.99996542   -1 19 02.5
 AG9598;SPC WI N     -   237,643.47  1,502,797.91   sFT  0.99996542   -1 19 02.5
 AG9598;UTM  15      - 5,072,907.267   591,209.969   MT  0.99970228   +0 50 29.8
 AG9598
 AG9598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9598!SPC WI N     -   0.99994928  x   0.99996542  =   0.99991471
 AG9598!UTM  15      -   0.99994928  x   0.99970228  =   0.99965158
 AG9598
 AG9598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9120972907(NAD 83)
 AG9598
 AG9598                          SUPERSEDED SURVEY CONTROL
 AG9598
 AG9598  NAD 83(2007)-  45 48 13.31314(N)    091 49 34.35726(W) AD(2002.00) 0
 AG9598  ELLIP H (02/10/07)  323.553  (m)                       GP(2002.00)    
 AG9598  NAD 83(1997)-  45 48 13.31327(N)    091 49 34.35806(W) AD(       ) 1
 AG9598  ELLIP H (12/26/02)  323.556  (m)                       GP(       ) 3 2
 AG9598  NAD 83(1991)-  45 48 13.31286(N)    091 49 34.35611(W) AD(       ) 1
 AG9598  ELLIP H (04/30/98)  323.581  (m)                       GP(       ) 3 2
 AG9598
 AG9598.Superseded values are not recommended for survey control.
 AG9598
 AG9598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9598.See file dsdata.pdf to determine how the superseded data were derived.
 AG9598
 AG9598_MARKER: DE = TRAVERSE STATION DISK
 AG9598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9598_STAMPING: WILDCAT AZIMUTH 3153 RWR 1997
 AG9598_MARK LOGO: WI-129
 AG9598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9598+STABILITY: SURFACE MOTION
 AG9598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9598+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9598
 AG9598  HISTORY     - Date     Condition        Report By
 AG9598  HISTORY     - 1997     MONUMENTED       WI-129
 AG9598
 AG9598                          STATION DESCRIPTION
 AG9598
 AG9598'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1997 (RWR)
 AG9598'STATION LIES ABOUT 3-3/4 MILES SOUTHEAST OF SPOONER VIA STH 70 AND
 AG9598'WILDCAT ROAD ABOUT 200 FEET (61.0 M) NORTH OF THE QUARTER SECTION
 AG9598'CORNER BETWEEN SECTIONS 2 AND 3, TOWNSHIP 38 NORTH OF RANGE 12 WEST.
 AG9598'MONUMENT IS ABOUT 3800 FEET (1158.2 M) SOUTH OF THE INTERSECTION OF
 AG9598'STH 70 AND WILDCAT ROAD, 20 FEET (6.1 M) WEST OF THE CENTER LINE OF
 AG9598'WILDCAT ROAD, 3 FEET (0.9 M) EAST OF A COUNTY SURVEYOR SIGN AND 35
 AG9598'FEET (10.7 M) NORTH OF ENTRANCE TO A FIELD TO THE WEST.  MONUMENT IS A
 AG9598'4 INCH BRONZE DISK ATTACHED TO A 5 FOOT (1.5 M) REBAR SET FLUSH IN A
 AG9598'10 INCH BY 6.3 FOOT (1.9 M) LONG CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9606 ***********************************************************************
 AG9606  DESIGNATION -  3154 FOX AZIMUTH
 AG9606  PID         -  AG9606
 AG9606  STATE/COUNTY-  WI/WASHBURN
 AG9606  COUNTRY     -  US
 AG9606  USGS QUAD   -  DUNN LAKE (2019)
 AG9606
 AG9606                         *CURRENT SURVEY CONTROL
 AG9606  ______________________________________________________________________
 AG9606* NAD 83(2011) POSITION- 45 59 04.43147(N) 091 53 34.70458(W)   ADJUSTED
 AG9606* NAD 83(2011) ELLIP HT-   293.780 (meters)        (06/27/12)   ADJUSTED
 AG9606* NAD 83(2011) EPOCH   -  2010.00
 AG9606* NAVD 88 ORTHO HEIGHT -   321.4   (meters)     1054.    (feet) GPS OBS
 AG9606  ______________________________________________________________________
 AG9606  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9606  GEOID HEIGHT    -        -27.609 (meters)                     GEOID96
 AG9606  GEOID HEIGHT    -        -27.683 (meters)                     GEOID18
 AG9606  NAD 83(2011) X  -   -146,656.802 (meters)                     COMP
 AG9606  NAD 83(2011) Y  - -4,437,335.358 (meters)                     COMP
 AG9606  NAD 83(2011) Z  -  4,564,266.824 (meters)                     COMP
 AG9606  LAPLACE CORR    -        -10.92  (seconds)                    DEFLEC18
 AG9606
 AG9606  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9606  Standards:
 AG9606         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9606            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9606  -------------------------------------------------------------------
 AG9606  NETWORK    1.23   3.76           0.60   0.31   1.92      0.09194752
 AG9606  -------------------------------------------------------------------
 AG9606  Click here for local accuracies and other accuracy information.
 AG9606
 AG9606.The horizontal coordinates were established by GPS observations
 AG9606.and adjusted by the National Geodetic Survey in June 2012.
 AG9606
 AG9606.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9606.been affixed to the stable North American tectonic plate. See 
 AG9606.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9606
 AG9606.The horizontal coordinates are valid at the epoch date displayed above
 AG9606.which is a decimal equivalence of Year/Month/Day.
 AG9606
 AG9606.The orthometric height was determined by GPS observations and a
 AG9606.high-resolution geoid model.
 AG9606
 AG9606.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9606.GEOID18 height accuracy estimate available here.
 AG9606
 AG9606.Click photographs - Photos may exist for this station.
 AG9606
 AG9606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9606
 AG9606.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9606
 AG9606.The ellipsoidal height was determined by GPS observations
 AG9606.and is referenced to NAD 83.
 AG9606
 AG9606. The following values were computed from the NAD 83(2011) position.
 AG9606
 AG9606;                    North         East     Units Scale Factor Converg.
 AG9606;SPC WI N     -    92,651.943   453,344.413   MT  0.99995044   -1 21 55.9
 AG9606;SPC WI N     -   303,975.58  1,487,347.46   sFT  0.99995044   -1 21 55.9
 AG9606;UTM  15      - 5,092,928.217   585,743.282   MT  0.99969038   +0 47 46.2
 AG9606
 AG9606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9606!SPC WI N     -   0.99995395  x   0.99995044  =   0.99990439
 AG9606!UTM  15      -   0.99995395  x   0.99969038  =   0.99964434
 AG9606
 AG9606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8574392928(NAD 83)
 AG9606
 AG9606                          SUPERSEDED SURVEY CONTROL
 AG9606
 AG9606  NAD 83(2007)-  45 59 04.43155(N)    091 53 34.70519(W) AD(2002.00) 0
 AG9606  ELLIP H (02/10/07)  293.816  (m)                       GP(2002.00)    
 AG9606  NAD 83(1997)-  45 59 04.43174(N)    091 53 34.70583(W) AD(       ) 1
 AG9606  ELLIP H (12/26/02)  293.824  (m)                       GP(       ) 3 2
 AG9606  NAD 83(1991)-  45 59 04.43139(N)    091 53 34.70420(W) AD(       ) 1
 AG9606  ELLIP H (04/30/98)  293.839  (m)                       GP(       ) 3 2
 AG9606
 AG9606.Superseded values are not recommended for survey control.
 AG9606
 AG9606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9606.See file dsdata.pdf to determine how the superseded data were derived.
 AG9606
 AG9606_MARKER: DE = TRAVERSE STATION DISK
 AG9606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9606_STAMPING: FOX 3154
 AG9606_MARK LOGO: WI-129
 AG9606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9606+STABILITY: SURFACE MOTION
 AG9606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9606+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9606
 AG9606  HISTORY     - Date     Condition        Report By
 AG9606  HISTORY     - 1997     MONUMENTED       WI-129
 AG9606
 AG9606                          STATION DESCRIPTION
 AG9606
 AG9606'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1997 (RWR)
 AG9606'STATION IS ABOUT 11-1/2 MILES NORTH OF SPOONER VIA CTH K.  MONUMENT
 AG9606'LIES 425 FEET (129.5 M) NORTH OF THE INTERSECTION OF CTH K AND CTH F
 AG9606'WHICH RUNS TO THE EAST AND LONELY LAND WHICH RUNS TO THE WEST, 50 FEET
 AG9606'(15.2 M) WEST OF THE CENTER LINE OF CTH K, 3 FEET (0.9 M) EAST OF A
 AG9606'COUNTY SURVEYOR SIGN AND 4 FEET (1.2 M) NORTHEAST OF THE SOUTH POST OF
 AG9606'A FENCE BRACE POST.  MONUMENT IS A 4 INCH DIAMETER BRONZE DISK
 AG9606'ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET FLUSH IN A 10 INCH
 AG9606'DIAMETER CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9948 ***********************************************************************
 AF9948  DESIGNATION -  317 BAYFIELD GPS
 AF9948  PID         -  AF9948
 AF9948  STATE/COUNTY-  WI/BAYFIELD
 AF9948  COUNTRY     -  US
 AF9948  USGS QUAD   -  BAYFIELD (2018)
 AF9948
 AF9948                         *CURRENT SURVEY CONTROL
 AF9948  ______________________________________________________________________
 AF9948* NAD 83(2011) POSITION- 46 49 27.40230(N) 090 48 22.15440(W)   ADJUSTED
 AF9948* NAD 83(2011) ELLIP HT-   200.705 (meters)        (06/27/12)   ADJUSTED
 AF9948* NAD 83(2011) EPOCH   -  2010.00
 AF9948* NAVD 88 ORTHO HEIGHT -   232.5   (meters)      763.    (feet) GPS OBS
 AF9948  ______________________________________________________________________
 AF9948  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9948  GEOID HEIGHT    -        -31.665 (meters)                     GEOID96
 AF9948  GEOID HEIGHT    -        -31.749 (meters)                     GEOID18
 AF9948  NAD 83(2011) X  -    -61,513.479 (meters)                     COMP
 AF9948  NAD 83(2011) Y  - -4,371,658.691 (meters)                     COMP
 AF9948  NAD 83(2011) Z  -  4,628,566.555 (meters)                     COMP
 AF9948  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 AF9948
 AF9948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9948  Standards:
 AF9948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9948  -------------------------------------------------------------------
 AF9948  NETWORK    0.83   2.63           0.38   0.28   1.34      0.03239394
 AF9948  -------------------------------------------------------------------
 AF9948  Click here for local accuracies and other accuracy information.
 AF9948
 AF9948.The horizontal coordinates were established by GPS observations
 AF9948.and adjusted by the National Geodetic Survey in June 2012.
 AF9948
 AF9948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9948.been affixed to the stable North American tectonic plate. See 
 AF9948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9948
 AF9948.The horizontal coordinates are valid at the epoch date displayed above
 AF9948.which is a decimal equivalence of Year/Month/Day.
 AF9948
 AF9948.The orthometric height was determined by GPS observations and a
 AF9948.high-resolution geoid model.
 AF9948
 AF9948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9948.GEOID18 height accuracy estimate available here.
 AF9948
 AF9948.Click photographs - Photos may exist for this station.
 AF9948
 AF9948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9948
 AF9948.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9948
 AF9948.The ellipsoidal height was determined by GPS observations
 AF9948.and is referenced to NAD 83.
 AF9948
 AF9948. The following values were computed from the NAD 83(2011) position.
 AF9948
 AF9948;                    North         East     Units Scale Factor Converg.
 AF9948;SPC WI N     -   184,554.899   538,486.801   MT  1.00001105   -0 34 53.5
 AF9948;SPC WI N     -   605,493.86  1,766,685.45   sFT  1.00001105   -0 34 53.5
 AF9948;UTM  15      - 5,187,973.885   667,331.894   MT  0.99994416   +1 36 00.9
 AF9948
 AF9948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9948!SPC WI N     -   0.99996854  x   1.00001105  =   0.99997959
 AF9948!UTM  15      -   0.99996854  x   0.99994416  =   0.99991270
 AF9948
 AF9948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6733187973(NAD 83)
 AF9948
 AF9948                          SUPERSEDED SURVEY CONTROL
 AF9948
 AF9948  NAD 83(2007)-  46 49 27.40238(N)    090 48 22.15517(W) AD(2002.00) 0
 AF9948  ELLIP H (02/10/07)  200.734  (m)                       GP(2002.00)    
 AF9948  NAD 83(1997)-  46 49 27.40275(N)    090 48 22.15592(W) AD(       ) 1
 AF9948  ELLIP H (12/26/02)  200.785  (m)                       GP(       ) 3 2
 AF9948  NAD 83(1991)-  46 49 27.40267(N)    090 48 22.15422(W) AD(       ) 1
 AF9948  ELLIP H (04/30/98)  200.778  (m)                       GP(       ) 3 2
 AF9948
 AF9948.Superseded values are not recommended for survey control.
 AF9948
 AF9948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9948.See file dsdata.pdf to determine how the superseded data were derived.
 AF9948
 AF9948_MARKER: DD = SURVEY DISK
 AF9948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9948_STAMPING: 317 BAYFIELD GPS
 AF9948_MARK LOGO: WI-007
 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 - May 04, 2004
 AF9948
 AF9948  HISTORY     - Date     Condition        Report By
 AF9948  HISTORY     - 1996     MONUMENTED       WI-007
 AF9948  HISTORY     - 20040504 GOOD             USPSQD
 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) .
 AF9948
 AF9948                          STATION RECOVERY (2004)
 AF9948
 AF9948'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AF9948'RECOVERED IN GOOD CONDITION AS DESCRIBED. USPS JRD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5139 ***********************************************************************
 DN5139  DESIGNATION -  3175
 DN5139  PID         -  DN5139
 DN5139  STATE/COUNTY-  WI/BARRON
 DN5139  COUNTRY     -  US
 DN5139  USGS QUAD   -  CUMBERLAND (2018)
 DN5139
 DN5139                         *CURRENT SURVEY CONTROL
 DN5139  ______________________________________________________________________
 DN5139* NAD 83(1986) POSITION- 45 32 38.01   (N) 092 01 05.14   (W)   HD_HELD1
 DN5139* NAVD 88 ORTHO HEIGHT -   378.100 (meters)     1240.48  (feet) ADJUSTED
 DN5139  ______________________________________________________________________
 DN5139  GEOID HEIGHT    -        -29.855 (meters)                     GEOID18
 DN5139  DYNAMIC HEIGHT  -        378.060 (meters)     1240.35  (feet) COMP
 DN5139  MODELED GRAVITY -    980,501.6   (mgal)                       NAVD 88
 DN5139
 DN5139  VERT ORDER      -  SECOND    CLASS I
 DN5139
 DN5139.The horizontal coordinates were determined by differentially corrected
 DN5139.hand held GPS observations or other comparable positioning techniques
 DN5139.and have an estimated accuracy of +/- 3 meters.
 DN5139
 DN5139.The orthometric height was determined by differential leveling and
 DN5139.adjusted by the WI DEPT OF TRANSP
 DN5139.in May 2012.
 DN5139
 DN5139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5139.GEOID18 height accuracy estimate available here.
 DN5139
 DN5139.Click photographs - Photos may exist for this station.
 DN5139
 DN5139.The dynamic height is computed by dividing the NAVD 88
 DN5139.geopotential number by the normal gravity value computed on the
 DN5139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5139.degrees latitude (g = 980.6199 gals.).
 DN5139
 DN5139.The modeled gravity was interpolated from observed gravity values.
 DN5139
 DN5139;                    North         East    Units  Estimated Accuracy
 DN5139;SPC WI C     -   192,042.1     442,407.1     MT  (+/- 3 meters HH1 GPS) 
 DN5139
 DN5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7665343841(NAD 83)
 DN5139
 DN5139                          SUPERSEDED SURVEY CONTROL
 DN5139
 DN5139.No superseded survey control is available for this station.
 DN5139
 DN5139_MARKER: DB = BENCH MARK DISK
 DN5139_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5139_SP_SET: BRIDGE WING WALL
 DN5139_MARK LOGO: WIHD
 DN5139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5139+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2009
 DN5139
 DN5139  HISTORY     - Date     Condition        Report By
 DN5139  HISTORY     - UNK      MONUMENTED       WIHD
 DN5139  HISTORY     - 20091118 GOOD             WIDT
 DN5139
 DN5139                          STATION DESCRIPTION
 DN5139
 DN5139'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5139'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DN5139'HIGHWAY 48 (ELM STREET) IN THE CITY OF CUMBERLAND, GO NORTH ON US
 DN5139'HIGHWAY 63 FOR 0.5 MI (0.8 KM) TO A RIGHT CURVE FOR US HIGHWAY 63
 DN5139'CONTINUE NORTHEAST ON US HIGHWAY 63 (SUPERIOR AVENUE) FOR 0.35 MI (0.6
 DN5139'KM) TO LAKE STREET ON THE LEFT.  TURN LEFT AND GO WEST FOR 20 M (65.6
 DN5139'FT) TO A BRIDGE AND THE STATION ON THE LEFT.
 DN5139'
 DN5139'THE STATION IS A BRONZE WISCONSIN HIGHWAY COMMISSION BENCH MARK DISK
 DN5139'SET IN A DRILL HOLE ON TOP OF THE SOUTHEAST WING WALL OF THE BRIDGE,
 DN5139'APPROXIMATELY 20 CM (8 INCHES) HIGHER THAN THE LAKE STREET ASPHALT
 DN5139'PAVEMENT.  THE STATION IS 4 M (13.1 FT) SOUTH OF THE CENTER OF LAKE
 DN5139'STREET, 19.8 M (65.0 FT) WEST OF US HIGHWAY 63 (SUPERIOR AVENUE) AND
 DN5139'10.0 M (32.8 FT) SOUTH-SOUTHWEST OF AN 8 FT (2.4 M) X 8 FT (2.4 M)
 DN5139'LAKE MONITORING STRUCTURE.
 DN5139'
 DN5139'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5139'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES OVERHEAD.
 DN5139'
 DN5139'NOTE-NO STAMPING ON DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9951 ***********************************************************************
 AF9951  DESIGNATION -  319 LUPA GPS
 AF9951  PID         -  AF9951
 AF9951  STATE/COUNTY-  WI/BAYFIELD
 AF9951  COUNTRY     -  US
 AF9951  USGS QUAD   -  MOQUAH (2018)
 AF9951
 AF9951                         *CURRENT SURVEY CONTROL
 AF9951  ______________________________________________________________________
 AF9951* NAD 83(2011) POSITION- 46 34 26.48376(N) 091 03 51.96585(W)   ADJUSTED
 AF9951* NAD 83(2011) ELLIP HT-   236.646 (meters)        (06/27/12)   ADJUSTED
 AF9951* NAD 83(2011) EPOCH   -  2010.00
 AF9951* NAVD 88 ORTHO HEIGHT -   267.8   (meters)      879.    (feet) GPS OBS
 AF9951  ______________________________________________________________________
 AF9951  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9951  GEOID HEIGHT    -        -31.059 (meters)                     GEOID96
 AF9951  GEOID HEIGHT    -        -31.151 (meters)                     GEOID18
 AF9951  NAD 83(2011) X  -    -81,596.161 (meters)                     COMP
 AF9951  NAD 83(2011) Y  - -4,391,604.880 (meters)                     COMP
 AF9951  NAD 83(2011) Z  -  4,609,512.575 (meters)                     COMP
 AF9951  LAPLACE CORR    -        -10.06  (seconds)                    DEFLEC18
 AF9951
 AF9951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9951  Standards:
 AF9951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9951  -------------------------------------------------------------------
 AF9951  NETWORK    0.63   2.23           0.29   0.21   1.14     -0.01306532
 AF9951  -------------------------------------------------------------------
 AF9951  Click here for local accuracies and other accuracy information.
 AF9951
 AF9951.The horizontal coordinates were established by GPS observations
 AF9951.and adjusted by the National Geodetic Survey in June 2012.
 AF9951
 AF9951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9951.been affixed to the stable North American tectonic plate. See 
 AF9951.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9951
 AF9951.The horizontal coordinates are valid at the epoch date displayed above
 AF9951.which is a decimal equivalence of Year/Month/Day.
 AF9951
 AF9951.The orthometric height was determined by GPS observations and a
 AF9951.high-resolution geoid model.
 AF9951
 AF9951.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9951.GEOID18 height accuracy estimate available here.
 AF9951
 AF9951.Click photographs - Photos may exist for this station.
 AF9951
 AF9951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9951
 AF9951.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9951
 AF9951.The ellipsoidal height was determined by GPS observations
 AF9951.and is referenced to NAD 83.
 AF9951
 AF9951. The following values were computed from the NAD 83(2011) position.
 AF9951
 AF9951;                    North         East     Units Scale Factor Converg.
 AF9951;SPC WI N     -   156,970.165   518,407.020   MT  0.99997046   -0 46 04.3
 AF9951;SPC WI N     -   514,992.95  1,700,807.03   sFT  0.99997046   -0 46 04.3
 AF9951;UTM  15      - 5,159,648.410   648,316.368   MT  0.99987039   +1 24 21.5
 AF9951
 AF9951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9951!SPC WI N     -   0.99996291  x   0.99997046  =   0.99993337
 AF9951!UTM  15      -   0.99996291  x   0.99987039  =   0.99983330
 AF9951
 AF9951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4831659648(NAD 83)
 AF9951
 AF9951                          SUPERSEDED SURVEY CONTROL
 AF9951
 AF9951  NAD 83(2007)-  46 34 26.48385(N)    091 03 51.96661(W) AD(2002.00) 0
 AF9951  ELLIP H (02/10/07)  236.674  (m)                       GP(2002.00)    
 AF9951  NAD 83(1997)-  46 34 26.48406(N)    091 03 51.96722(W) AD(       ) 1
 AF9951  ELLIP H (12/26/02)  236.707  (m)                       GP(       ) 3 2
 AF9951  NAD 83(1991)-  46 34 26.48398(N)    091 03 51.96562(W) AD(       ) 1
 AF9951  ELLIP H (04/30/98)  236.702  (m)                       GP(       ) 3 2
 AF9951
 AF9951.Superseded values are not recommended for survey control.
 AF9951
 AF9951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9951.See file dsdata.pdf to determine how the superseded data were derived.
 AF9951
 AF9951_MARKER: DD = SURVEY DISK
 AF9951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9951_STAMPING: 319 LUPA GPS
 AF9951_MARK LOGO: WI-007
 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        Report 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 = MAY  9, 2026 08:34:30 EDT
 DH5407 ***********************************************************************
 DH5407  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5407  DESIGNATION -  32 163W
 DH5407  PID         -  DH5407
 DH5407  STATE/COUNTY-  WI/MONROE
 DH5407  COUNTRY     -  US
 DH5407  USGS QUAD   -  MELVINA (2018)
 DH5407
 DH5407                         *CURRENT SURVEY CONTROL
 DH5407  ______________________________________________________________________
 DH5407* NAD 83(2011) POSITION- 43 48 55.32286(N) 090 45 36.90134(W)   ADJUSTED
 DH5407* NAD 83(2011) ELLIP HT-   231.583 (meters)        (06/27/12)   ADJUSTED
 DH5407* NAD 83(2011) EPOCH   -  2010.00
 DH5407* NAVD 88 ORTHO HEIGHT -   264.83  (meters)      868.9   (feet) GPS OBS
 DH5407  ______________________________________________________________________
 DH5407  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5407  GEOID HEIGHT    -        -33.245 (meters)                     GEOID12A
 DH5407  GEOID HEIGHT    -        -33.247 (meters)                     GEOID18
 DH5407  NAD 83(2011) X  -    -61,165.985 (meters)                     COMP
 DH5407  NAD 83(2011) Y  - -4,609,464.491 (meters)                     COMP
 DH5407  NAD 83(2011) Z  -  4,393,472.040 (meters)                     COMP
 DH5407  LAPLACE CORR    -         -6.25  (seconds)                    DEFLEC18
 DH5407
 DH5407  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5407  Standards:
 DH5407         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5407            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5407  -------------------------------------------------------------------
 DH5407  NETWORK    0.20   0.29           0.09   0.07   0.15      0.06601675
 DH5407  -------------------------------------------------------------------
 DH5407  Click here for local accuracies and other accuracy information.
 DH5407
 DH5407.The horizontal coordinates were established by GPS observations
 DH5407.and adjusted by the National Geodetic Survey in June 2012.
 DH5407
 DH5407.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5407.been affixed to the stable North American tectonic plate. See 
 DH5407.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5407
 DH5407.The horizontal coordinates are valid at the epoch date displayed above
 DH5407.which is a decimal equivalence of Year/Month/Day.
 DH5407
 DH5407.The orthometric height was determined by GPS observations and a
 DH5407.high-resolution geoid model using precise GPS observation and
 DH5407.processing techniques.
 DH5407
 DH5407.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5407.GEOID18 height accuracy estimate available here.
 DH5407
 DH5407.Click photographs - Photos may exist for this station.
 DH5407
 DH5407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5407
 DH5407.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5407
 DH5407.The ellipsoidal height was determined by GPS observations
 DH5407.and is referenced to NAD 83.
 DH5407
 DH5407. The following values were computed from the NAD 83(2011) position.
 DH5407
 DH5407;                    North         East     Units Scale Factor Converg.
 DH5407;SPC WI S     -   201,951.869   538,837.815   MT  0.99995863   -0 31 20.5
 DH5407;SPC WI S     -   662,570.42  1,767,837.06   sFT  0.99995863   -0 31 20.5
 DH5407;UTM  15      - 4,853,804.584   680,127.823   MT  0.99999909   +1 33 03.9
 DH5407
 DH5407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5407!SPC WI S     -   0.99996369  x   0.99995863  =   0.99992232
 DH5407!UTM  15      -   0.99996369  x   0.99999909  =   0.99996278
 DH5407
 DH5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8012753804(NAD 83)
 DH5407
 DH5407                          SUPERSEDED SURVEY CONTROL
 DH5407
 DH5407  NAD 83(2007)-  43 48 55.32288(N)    090 45 36.90215(W) AD(2002.00) 0
 DH5407  ELLIP H (02/10/07)  231.614  (m)                       GP(2002.00)    
 DH5407  NAD 83(1997)-  43 48 55.32285(N)    090 45 36.90260(W) AD(       ) 1
 DH5407  ELLIP H (08/01/05)  231.606  (m)                       GP(       ) 2 1
 DH5407  NAVD 88 (07/26/07)  264.84   (m)  GEOID03  model used  GPS OBS        
 DH5407
 DH5407.Superseded values are not recommended for survey control.
 DH5407
 DH5407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5407.See file dsdata.pdf to determine how the superseded data were derived.
 DH5407
 DH5407_MARKER: DD = SURVEY DISK
 DH5407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5407_STAMPING: 32-163W 1996
 DH5407_MARK LOGO: WI-081
 DH5407_PROJECTION: FLUSH
 DH5407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5407+STABILITY: SURFACE MOTION
 DH5407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5407+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2010
 DH5407
 DH5407  HISTORY     - Date     Condition        Report By
 DH5407  HISTORY     - 1996     MONUMENTED       WI-081
 DH5407  HISTORY     - 20030226 GOOD             WIDT
 DH5407  HISTORY     - 20100831 GOOD             WIDT
 DH5407
 DH5407                          STATION DESCRIPTION
 DH5407
 DH5407'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5407'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5407'STATE HIGHWAY  33 WITH STATE HIGHWAY 27 ABOUT 0.6 MI WEST OF THE
 DH5407'VILLAGE OF CASHTON, GO NORTH ON STATE  HIGHWAY 27 FOR 5.2 MI TO COUNTY
 DH5407'HIGHWAY F ON THE RIGHT, TURN RIGHT AND GO EAST ON  COUNTY HIGHWAY F,
 DH5407'FOLLOW COUNTY HIGHWAY F IN A NORTHERN DIRECTION FOR 1.1 MI TO THE
 DH5407'STATION ON THE RIGHT.  THE STATION IS A BRONZE MONROE COUNTY GEODETIC
 DH5407'CONTROL MARKER  DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST
 DH5407'ABOUT 8 M ABOVE THE HIGHWAY  PAVEMENT.  THE STATION IS 17.7 M
 DH5407'SOUTHEAST OF THE A CENTERLINE OF COUNTY HIGHWAY F, 1.9 M  NORTHWEST OF
 DH5407'A --R/W-- POST , 1.0 M NORTH, EAST, WEST OF THREE ORANGE 4X4 PLASTIC
 DH5407'WITNESS  POSTS.  ---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5407'EXTENDING HIGHER THAN 15  DEGREES ABOVE THE HORIZON.
 DH5407
 DH5407                          STATION RECOVERY (2010)
 DH5407
 DH5407'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5407'RECOVERED IN GOOD CONDITION.  NOTE---IN THE 2003 DESCRIPTION, COUNTY
 DH5407'HIGHWAY F INTERSECTS WITH STATE HIGHWAY 27 IN THE COMMUNITY OF
 DH5407'MELVINA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9028 ***********************************************************************
 DQ9028  DESIGNATION -  32 174 A
 DQ9028  PID         -  DQ9028
 DQ9028  STATE/COUNTY-  WI/LA CROSSE
 DQ9028  COUNTRY     -  US
 DQ9028  USGS QUAD   -  BANGOR (2018)
 DQ9028
 DQ9028                         *CURRENT SURVEY CONTROL
 DQ9028  ______________________________________________________________________
 DQ9028* NAD 83(1986) POSITION- 43 59 36.60   (N) 090 56 20.33   (W)   HD_HELD1
 DQ9028* NAVD 88 ORTHO HEIGHT -   258.867 (meters)      849.30  (feet) ADJUSTED
 DQ9028  ______________________________________________________________________
 DQ9028  GEOID HEIGHT    -        -32.673 (meters)                     GEOID18
 DQ9028  DYNAMIC HEIGHT  -        258.819 (meters)      849.14  (feet) COMP
 DQ9028  MODELED GRAVITY -    980,426.3   (mgal)                       NAVD 88
 DQ9028
 DQ9028  VERT ORDER      -  SECOND    CLASS I
 DQ9028
 DQ9028.The horizontal coordinates were determined by differentially corrected
 DQ9028.hand held GPS observations or other comparable positioning techniques
 DQ9028.and have an estimated accuracy of +/- 3 meters.
 DQ9028
 DQ9028.The orthometric height was determined by differential leveling and
 DQ9028.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9028.in September 2018.
 DQ9028
 DQ9028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9028.GEOID18 height accuracy estimate available here.
 DQ9028
 DQ9028.Click photographs - Photos may exist for this station.
 DQ9028
 DQ9028.The dynamic height is computed by dividing the NAVD 88
 DQ9028.geopotential number by the normal gravity value computed on the
 DQ9028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9028.degrees latitude (g = 980.6199 gals.).
 DQ9028
 DQ9028.The modeled gravity was interpolated from observed gravity values.
 DQ9028
 DQ9028;                    North         East    Units  Estimated Accuracy
 DQ9028;SPC WI S     -   221,888.9     524,682.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9028
 DQ9028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6525973215(NAD 83)
 DQ9028
 DQ9028                          SUPERSEDED SURVEY CONTROL
 DQ9028
 DQ9028.No superseded survey control is available for this station.
 DQ9028
 DQ9028_MARKER: DV = VERTICAL CONTROL DISK
 DQ9028_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9028_SP_SET: BRIDGE ABUTMENT
 DQ9028_STAMPING: 32 174 A 1992
 DQ9028_MARK LOGO: WIDT
 DQ9028_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9028+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2018
 DQ9028
 DQ9028  HISTORY     - Date     Condition        Report By
 DQ9028  HISTORY     - 1992     MONUMENTED       WIDT
 DQ9028  HISTORY     - 20180425 GOOD             WIDT
 DQ9028
 DQ9028                          STATION DESCRIPTION
 DQ9028
 DQ9028'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9028'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHEAST OF WEST SALEM,
 DQ9028'10 MI (16.1 KM) SOUTH-SOUTHEAST OF MELROSE AND 7 MI (11.3 KM)
 DQ9028'NORTHWEST OF SPARTA.
 DQ9028'
 DQ9028'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 WITH
 DQ9028'COUNTY HIGHWAY E ABOUT 8 MI (12.9 KM) WEST OF THE CITY OF SPARTA, GO
 DQ9028'NORTH ON STATE HIGHWAY 162 FOR 4.0 MI (6.4 KM) TO QUALL COULEE ROAD ON
 DQ9028'THE LEFT.  TURN LEFT AND GO WEST ON QUALL COULEE ROAD FOR
 DQ9028'APPROXIMATELY 150 FT (45.7 M) TO A BRIDGE OVER BURNS CREEK AND THE
 DQ9028'STATION ON THE LEFT, AN ALUMINUM WISCONSIN DEPARTMENT OF
 DQ9028'TRANSPORTATION VERTICAL CONTROL DISK SET IN A DRILL HOLE IN THE SOUTH
 DQ9028'SIDE OF THE WEST ABUTMENT OF THE BRIDGE -B-32-174-92-, ABOUT LEVEL
 DQ9028'WITH THE ROAD PAVEMENT.
 DQ9028'
 DQ9028'THE STATION IS 4 M (13.1 FT) SOUTH OF THE CENTERLINE OF QUALL COULEE
 DQ9028'ROAD AND 14.3 M (46.9 FT) NORTHEAST OF A YELLOW STEEL RIGHT-OF-WAY
 DQ9028'POST.
 DQ9028'
 DQ9028'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 35
 DQ9028'DEGREES ABOVE THE HORIZON AND TREES TO THE NORTHEAST EXTENDING TO 35
 DQ9028'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5150 ***********************************************************************
 DK5150  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5150  DESIGNATION -  32 184W
 DK5150  PID         -  DK5150
 DK5150  STATE/COUNTY-  WI/MONROE
 DK5150  COUNTRY     -  US
 DK5150  USGS QUAD   -  BANGOR (2018)
 DK5150
 DK5150                         *CURRENT SURVEY CONTROL
 DK5150  ______________________________________________________________________
 DK5150* NAD 83(2011) POSITION- 43 59 20.87274(N) 090 52 34.11809(W)   ADJUSTED
 DK5150* NAD 83(2011) ELLIP HT-   236.038 (meters)        (06/27/12)   ADJUSTED
 DK5150* NAD 83(2011) EPOCH   -  2010.00
 DK5150* NAVD 88 ORTHO HEIGHT -   268.91  (meters)      882.2   (feet) GPS OBS
 DK5150  ______________________________________________________________________
 DK5150  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5150  GEOID HEIGHT    -        -32.869 (meters)                     GEOID12A
 DK5150  GEOID HEIGHT    -        -32.870 (meters)                     GEOID18
 DK5150  NAD 83(2011) X  -    -70,284.852 (meters)                     COMP
 DK5150  NAD 83(2011) Y  - -4,595,947.601 (meters)                     COMP
 DK5150  NAD 83(2011) Z  -  4,407,386.761 (meters)                     COMP
 DK5150  LAPLACE CORR    -         -8.04  (seconds)                    DEFLEC18
 DK5150
 DK5150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5150  Standards:
 DK5150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5150  -------------------------------------------------------------------
 DK5150  NETWORK    0.36   0.37           0.16   0.13   0.19     -0.02296609
 DK5150  -------------------------------------------------------------------
 DK5150  Click here for local accuracies and other accuracy information.
 DK5150
 DK5150.The horizontal coordinates were established by GPS observations
 DK5150.and adjusted by the National Geodetic Survey in June 2012.
 DK5150
 DK5150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5150.been affixed to the stable North American tectonic plate. See 
 DK5150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5150
 DK5150.The horizontal coordinates are valid at the epoch date displayed above
 DK5150.which is a decimal equivalence of Year/Month/Day.
 DK5150
 DK5150.The orthometric height was determined by GPS observations and a
 DK5150.high-resolution geoid model using precise GPS observation and
 DK5150.processing techniques.
 DK5150
 DK5150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5150.GEOID18 height accuracy estimate available here.
 DK5150
 DK5150.Click photographs - Photos may exist for this station.
 DK5150
 DK5150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5150
 DK5150.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5150
 DK5150.The ellipsoidal height was determined by GPS observations
 DK5150.and is referenced to NAD 83.
 DK5150
 DK5150. The following values were computed from the NAD 83(2011) position.
 DK5150
 DK5150;                    North         East     Units Scale Factor Converg.
 DK5150;SPC WI S     -   221,348.690   529,717.340   MT  0.99998517   -0 36 07.2
 DK5150;SPC WI S     -   726,208.16  1,737,914.31   sFT  0.99998517   -0 36 07.2
 DK5150;UTM  15      - 4,872,858.498   670,310.792   MT  0.99995676   +1 28 31.5
 DK5150
 DK5150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5150!SPC WI S     -   0.99996299  x   0.99998517  =   0.99994816
 DK5150!UTM  15      -   0.99996299  x   0.99995676  =   0.99991975
 DK5150
 DK5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7031072858(NAD 83)
 DK5150
 DK5150                          SUPERSEDED SURVEY CONTROL
 DK5150
 DK5150  NAD 83(2007)-  43 59 20.87277(N)    090 52 34.11894(W) AD(2002.00) 1
 DK5150  ELLIP H (07/29/08)  236.070  (m)                       GP(2002.00) 3 1
 DK5150  NAVD 88 (07/29/08)  268.91   (m)  GEOID03  model used  GPS OBS        
 DK5150
 DK5150.Superseded values are not recommended for survey control.
 DK5150
 DK5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5150.See file dsdata.pdf to determine how the superseded data were derived.
 DK5150
 DK5150_MARKER: DD = SURVEY DISK
 DK5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5150_STAMPING: 32-184W 1996
 DK5150_MARK LOGO: WI-081
 DK5150_PROJECTION: FLUSH
 DK5150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5150+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DK5150
 DK5150  HISTORY     - Date     Condition        Report By
 DK5150  HISTORY     - 1996     MONUMENTED       WI-081
 DK5150  HISTORY     - 20061003 GOOD             WIDT
 DK5150  HISTORY     - 20100830 GOOD             WIDT
 DK5150  HISTORY     - 20180709 GOOD             WIDT
 DK5150
 DK5150                          STATION DESCRIPTION
 DK5150
 DK5150'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5150'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16, STATE
 DK5150'HIGHWAY 21 EAST AND STATE HIGHWAY 71 EAST (WISCONSIN STREET) WITH
 DK5150'STATE HIGHWAY 27 AND STATE HIGHWAY 71 WEST (BLACK RIVER STREET) IN THE
 DK5150'CITY OF SPARTA, GO NORTH ON STATE HIGHWAY 27 AND STATE HIGHWAY 71 WEST
 DK5150'(BLACK RIVER STREET) FOR 3.6 MI (5.8 KM) TO FARMLAND AVENUE ON THE
 DK5150'LEFT, TURN LEFT AND GO WEST ON FARMLAND AVENUE FOR 1.8 MI (2.9 KM) TO
 DK5150'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE MONROE COUNTY
 DK5150'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 50-CM (20 INCH)
 DK5150'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DK5150'WITH THE ROAD PAVEMENT.  THE STATION IS 4.6 M (15.1 FT)
 DK5150'NORTH-NORTHEAST OF THE CENTERLINE OF FARMLAND AVENUE, 51.3 M (168.3
 DK5150'FT) EAST OF A WOOD POST FOR A --CURVED ROAD AHEAD-- SIGN, AND 1.0 M
 DK5150'(3.3 FT) WEST, SOUTHEAST, AND NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DK5150'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5150'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DK5150
 DK5150                          STATION RECOVERY (2010)
 DK5150
 DK5150'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5150'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.15 MILE SOUTHEAST
 DK5150'OF FALCON ROAD.
 DK5150
 DK5150                          STATION RECOVERY (2018)
 DK5150
 DK5150'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DK5150'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4695 ***********************************************************************
 DJ4695  DESIGNATION -  32 191W
 DJ4695  PID         -  DJ4695
 DJ4695  STATE/COUNTY-  WI/MONROE
 DJ4695  COUNTRY     -  US
 DJ4695  USGS QUAD   -  TUNNEL CITY (2018)
 DJ4695
 DJ4695                         *CURRENT SURVEY CONTROL
 DJ4695  ______________________________________________________________________
 DJ4695* NAD 83(2011) POSITION- 44 05 01.87625(N) 090 31 35.79351(W)   ADJUSTED
 DJ4695* NAD 83(2011) ELLIP HT-   288.920 (meters)        (06/27/12)   ADJUSTED
 DJ4695* NAD 83(2011) EPOCH   -  2010.00
 DJ4695* NAVD 88 ORTHO HEIGHT -   322.834 (meters)     1059.16  (feet) ADJUSTED
 DJ4695  ______________________________________________________________________
 DJ4695  GEOID HEIGHT    -        -33.912 (meters)                     GEOID18
 DJ4695  NAD 83(2011) X  -    -42,179.109 (meters)                     COMP
 DJ4695  NAD 83(2011) Y  - -4,589,012.792 (meters)                     COMP
 DJ4695  NAD 83(2011) Z  -  4,414,990.206 (meters)                     COMP
 DJ4695  LAPLACE CORR    -         -6.47  (seconds)                    DEFLEC18
 DJ4695  DYNAMIC HEIGHT  -        322.768 (meters)     1058.95  (feet) COMP
 DJ4695  MODELED GRAVITY -    980,406.9   (mgal)                       NAVD 88
 DJ4695
 DJ4695  VERT ORDER      -  SECOND    CLASS I
 DJ4695
 DJ4695  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4695  Standards:
 DJ4695         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4695            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4695  -------------------------------------------------------------------
 DJ4695  NETWORK    0.31   0.29           0.14   0.11   0.15      0.13191214
 DJ4695  -------------------------------------------------------------------
 DJ4695  Click here for local accuracies and other accuracy information.
 DJ4695
 DJ4695.The horizontal coordinates were established by GPS observations
 DJ4695.and adjusted by the National Geodetic Survey in June 2012.
 DJ4695
 DJ4695.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4695.been affixed to the stable North American tectonic plate. See 
 DJ4695.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4695
 DJ4695.The horizontal coordinates are valid at the epoch date displayed above
 DJ4695.which is a decimal equivalence of Year/Month/Day.
 DJ4695
 DJ4695.The orthometric height was determined by differential leveling and
 DJ4695.adjusted by the WI DEPT OF TRANSP
 DJ4695.in May 2012.
 DJ4695
 DJ4695.No vertical observational check was made to the station.
 DJ4695
 DJ4695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4695.GEOID18 height accuracy estimate available here.
 DJ4695
 DJ4695.Click photographs - Photos may exist for this station.
 DJ4695
 DJ4695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4695
 DJ4695.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4695
 DJ4695.The ellipsoidal height was determined by GPS observations
 DJ4695.and is referenced to NAD 83.
 DJ4695
 DJ4695.The dynamic height is computed by dividing the NAVD 88
 DJ4695.geopotential number by the normal gravity value computed on the
 DJ4695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4695.degrees latitude (g = 980.6199 gals.).
 DJ4695
 DJ4695.The modeled gravity was interpolated from observed gravity values.
 DJ4695
 DJ4695. The following values were computed from the NAD 83(2011) position.
 DJ4695
 DJ4695;                    North         East     Units Scale Factor Converg.
 DJ4695;SPC WI S     -   231,637.553   557,822.336   MT  1.00000354   -0 21 42.6
 DJ4695;SPC WI S     -   759,964.21  1,830,122.11   sFT  1.00000354   -0 21 42.6
 DJ4695;UTM  15      - 4,884,161.023   698,024.455   MT  1.00008231   +1 43 16.8
 DJ4695
 DJ4695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4695!SPC WI S     -   0.99995470  x   1.00000354  =   0.99995824
 DJ4695!UTM  15      -   0.99995470  x   1.00008231  =   1.00003700
 DJ4695
 DJ4695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9802484161(NAD 83)
 DJ4695
 DJ4695                          SUPERSEDED SURVEY CONTROL
 DJ4695
 DJ4695  NAD 83(2007)-  44 05 01.87625(N)    090 31 35.79432(W) AD(2002.00) 1
 DJ4695  ELLIP H (07/29/08)  288.953  (m)                       GP(2002.00) 3 1
 DJ4695  NAVD 88             322.82   (m)         1059.1    (f) LEVELING    3  
 DJ4695  NAVD 88 (07/08/08)  322.820  (m)         1059.12   (f) SUPERSEDED  2 1
 DJ4695
 DJ4695.Superseded values are not recommended for survey control.
 DJ4695
 DJ4695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4695.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4695
 DJ4695_MARKER: DD = SURVEY DISK
 DJ4695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4695_STAMPING: 32-191W 1997
 DJ4695_MARK LOGO: WI-081
 DJ4695_PROJECTION: FLUSH
 DJ4695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4695+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 DJ4695
 DJ4695  HISTORY     - Date     Condition        Report By
 DJ4695  HISTORY     - 1997     MONUMENTED       WI-081
 DJ4695  HISTORY     - 20060926 GOOD             WIDT
 DJ4695  HISTORY     - 20100920 GOOD             WIDT
 DJ4695
 DJ4695                          STATION DESCRIPTION
 DJ4695
 DJ4695'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4695'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DJ4695'HIGHWAY OO ABOUT 7 MI (11.3 KM) NORTH OF THE CITY OF TOMAH, GO WEST ON
 DJ4695'COUNTY HIGHWAY OO FOR 1.0 MI (1.6 KM) TO THE EAST END OF A BRIDGE
 DJ4695'WHICH CROSSES OVER INTERSTATE HIGHWAY 94 AND THE STATION ON THE LEFT.
 DJ4695'THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL STATION DISK
 DJ4695'SET IN THE TOP OF A 50-CM (20 INCH) DIAMETER CONCRETE POST, LOCATED
 DJ4695'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DJ4695'STATION IS 5.8 M (19.0 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DJ4695'OO, 5.3 M (17.4 FT) EAST OF THE EAST END OF THE BRIDGE PARAPET
 DJ4695'--B-41-69-68--, 2.0 M (6.6 FT) NORTH OF A WIRE WOVEN FENCE, AND 1.0 M
 DJ4695'(3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DJ4695'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4695'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4695
 DJ4695                          STATION RECOVERY (2010)
 DJ4695
 DJ4695'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0644 ***********************************************************************
 OM0644  DESIGNATION -  32 A
 OM0644  PID         -  OM0644
 OM0644  STATE/COUNTY-  WI/DANE
 OM0644  COUNTRY     -  US
 OM0644  USGS QUAD   -  MIDDLETON (2018)
 OM0644
 OM0644                         *CURRENT SURVEY CONTROL
 OM0644  ______________________________________________________________________
 OM0644* NAD 83(2011) POSITION- 43 03 05.24508(N) 089 36 03.40670(W)   ADJUSTED
 OM0644* NAD 83(2011) ELLIP HT-   329.058 (meters)        (06/27/12)   ADJUSTED
 OM0644* NAD 83(2011) EPOCH   -  2010.00
 OM0644* NAVD 88 ORTHO HEIGHT -   363.3   (meters)     1192.    (feet) VERTCON3
 OM0644  ______________________________________________________________________
 OM0644  GEOID HEIGHT    -        -34.214 (meters)                     GEOID18
 OM0644  NAD 83(2011) X  -     32,513.470 (meters)                     COMP
 OM0644  NAD 83(2011) Y  - -4,668,180.006 (meters)                     COMP
 OM0644  NAD 83(2011) Z  -  4,331,905.440 (meters)                     COMP
 OM0644  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 OM0644
 OM0644  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0644  Standards:
 OM0644         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0644            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0644  -------------------------------------------------------------------
 OM0644  NETWORK    3.39   3.82           1.09   1.57   1.95     -0.20970935
 OM0644  -------------------------------------------------------------------
 OM0644  Click here for local accuracies and other accuracy information.
 OM0644
 OM0644.The horizontal coordinates were established by GPS observations
 OM0644.and adjusted by the National Geodetic Survey in June 2012.
 OM0644
 OM0644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0644.been affixed to the stable North American tectonic plate. See 
 OM0644.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0644
 OM0644.The horizontal coordinates are valid at the epoch date displayed above
 OM0644.which is a decimal equivalence of Year/Month/Day.
 OM0644
 OM0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0644
 OM0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0644.GEOID18 height accuracy estimate available here.
 OM0644
 OM0644.Click photographs - Photos may exist for this station.
 OM0644
 OM0644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0644
 OM0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0644
 OM0644.The ellipsoidal height was determined by GPS observations
 OM0644.and is referenced to NAD 83.
 OM0644
 OM0644. The following values were computed from the NAD 83(2011) position.
 OM0644
 OM0644;                    North         East     Units Scale Factor Converg.
 OM0644;SPC WI S     -   116,884.569   632,510.343   MT  0.99995108   +0 16 27.1
 OM0644;SPC WI S     -   383,478.79  2,075,161.02   sFT  0.99995108   +0 16 27.1
 OM0644;UTM  16      - 4,769,812.374   288,173.086   MT  1.00015203   -1 46 34.3
 OM0644
 OM0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0644!SPC WI S     -   0.99994840  x   0.99995108  =   0.99989948
 OM0644!UTM  16      -   0.99994840  x   1.00015203  =   1.00010042
 OM0644
 OM0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8817369812(NAD 83)
 OM0644
 OM0644                          SUPERSEDED SURVEY CONTROL
 OM0644
 OM0644  NAD 83(2007)-  43 03 05.24520(N)    089 36 03.40760(W) AD(2002.00) 0
 OM0644  ELLIP H (02/10/07)  329.103  (m)                       GP(2002.00)    
 OM0644  NAD 83(1997)-  43 03 05.24506(N)    089 36 03.40789(W) AD(       ) 2
 OM0644  ELLIP H (06/17/02)  329.093  (m)                       GP(       ) 4 1
 OM0644  NAD 83(1991)-  43 03 05.24459(N)    089 36 03.40655(W) AD(       ) 2
 OM0644  ELLIP H (11/21/91)  329.196  (m)                       GP(       ) 4 1
 OM0644  NAD 83(1986)-  43 03 05.23610(N)    089 36 03.40879(W) AD(       ) 2
 OM0644  NAD 27      -  43 03 05.25195(N)    089 36 02.96976(W) AD(       ) 2
 OM0644  NGVD 29 (07/12/88)  363.4    (m)  RAPSU86  model used  GPS OBS        
 OM0644
 OM0644.Superseded values are not recommended for survey control.
 OM0644
 OM0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0644.See file dsdata.pdf to determine how the superseded data were derived.
 OM0644
 OM0644_MARKER: DD = SURVEY DISK
 OM0644_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0644+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0644
 OM0644  HISTORY     - Date     Condition        Report By
 OM0644  HISTORY     - 1987     MONUMENTED       WI-025
 OM0644
 OM0644                          STATION DESCRIPTION
 OM0644
 OM0644'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0644'THE STATION IS LOCATED ABOUT 10.2 KM (6.3 KM) SOUTHWEST OF
 OM0644'MIDDLETON, 9.0 KM (5.6 MI) SOUTHEAST OF CROSS PLAINS, 8.1 KM
 OM0644'(5.0 MI) NORTHWEST OF VERONA AND
 OM0644'1.6 KM (1.0 MI) SOUTHWEST OF DANE.  OWNERSHIP--TOWN OF CROSS
 OM0644'PLAINS, WALTER HAACK, CHAIRMAN, 4235 GARFOOT ROAD, CROSS PLAINS WI
 OM0644'53528, PHONE, 608-798-2650.
 OM0644'
 OM0644'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12, 14 AND
 OM0644'COUNTY HIGHWAY S ON THE WESTERN EDGE OF MADISON, GO WEST ON COUNTY
 OM0644'HIGHWAY S FOR 6.6 KM (4.1 MI) TO THE INTERSECTION WITH TIMBER LANE
 OM0644'ROAD.  TURN LEFT AND GO SOUTH FOR 1.0 KM (0.6 MI) TO THE STATION ON
 OM0644'THE LEFT, ABOUT 18.2 METERS (60.0 FT) SOUTH OF PRIVATE DRIVE TO
 OM0644'CHERRYWOOD FARM.
 OM0644'
 OM0644'THE STATION IS A DANE COUNTY US PUBLIC LAND SURVEY CORNER DISK
 OM0644'STAMPED---032 1987---, SET IN THE TOP OF A ROUND MONUMENT 20 CM IN
 OM0644'DIAMETER AND RECESSED 10 CM BELOW THE GROUND SURFACE.  LOCATED 42.1
 OM0644'METERS (138.2 FT) NORTH-NORTHEAST OF POWER POLE NUMBER 7-7-25, 30.5
 OM0644'METERS (100.2 FT) SOUTH-SOUTHWEST OF POWER POLE NUMBER 0 L8E 92,
 OM0644'25.8 METERS WEST OF A LONE OAK TREE, AND 3.9 METERS (13.0 FT) EAST
 OM0644'OF THE CENTERLINE OF TIMBER LANE ROAD.
 OM0644'
 OM0644'DANE COUNTY, WISCONSIN 1987.
 OM0644'
 OM0644'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0644'
 OM0644'DESCRIBED BY A.B. COLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5233 ***********************************************************************
 DK5233  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5233  DESIGNATION -  32 ARCADIA E GPS
 DK5233  PID         -  DK5233
 DK5233  STATE/COUNTY-  WI/TREMPEALEAU
 DK5233  COUNTRY     -  US
 DK5233  USGS QUAD   -  INDEPENDENCE (2018)
 DK5233
 DK5233                         *CURRENT SURVEY CONTROL
 DK5233  ______________________________________________________________________
 DK5233* NAD 83(2011) POSITION- 44 16 57.08132(N) 091 23 41.41849(W)   ADJUSTED
 DK5233* NAD 83(2011) ELLIP HT-   224.540 (meters)        (06/27/12)   ADJUSTED
 DK5233* NAD 83(2011) EPOCH   -  2010.00
 DK5233* NAVD 88 ORTHO HEIGHT -   255.71  (meters)      838.9   (feet) GPS OBS
 DK5233  ______________________________________________________________________
 DK5233  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5233  GEOID HEIGHT    -        -31.165 (meters)                     GEOID12A
 DK5233  GEOID HEIGHT    -        -31.169 (meters)                     GEOID18
 DK5233  NAD 83(2011) X  -   -111,335.363 (meters)                     COMP
 DK5233  NAD 83(2011) Y  - -4,572,419.187 (meters)                     COMP
 DK5233  NAD 83(2011) Z  -  4,430,776.402 (meters)                     COMP
 DK5233  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 DK5233
 DK5233  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5233  Standards:
 DK5233         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5233            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5233  -------------------------------------------------------------------
 DK5233  NETWORK    0.33   0.33           0.15   0.12   0.17      0.06506547
 DK5233  -------------------------------------------------------------------
 DK5233  Click here for local accuracies and other accuracy information.
 DK5233
 DK5233.The horizontal coordinates were established by GPS observations
 DK5233.and adjusted by the National Geodetic Survey in June 2012.
 DK5233
 DK5233.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5233.been affixed to the stable North American tectonic plate. See 
 DK5233.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5233
 DK5233.The horizontal coordinates are valid at the epoch date displayed above
 DK5233.which is a decimal equivalence of Year/Month/Day.
 DK5233
 DK5233.The orthometric height was determined by GPS observations and a
 DK5233.high-resolution geoid model using precise GPS observation and
 DK5233.processing techniques.
 DK5233
 DK5233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5233.GEOID18 height accuracy estimate available here.
 DK5233
 DK5233.Click photographs - Photos may exist for this station.
 DK5233
 DK5233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5233
 DK5233.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5233
 DK5233.The ellipsoidal height was determined by GPS observations
 DK5233.and is referenced to NAD 83.
 DK5233
 DK5233. The following values were computed from the NAD 83(2011) position.
 DK5233
 DK5233;                    North         East     Units Scale Factor Converg.
 DK5233;SPC WI C     -    50,869.379   488,663.694   MT  0.99999401   -0 59 03.0
 DK5233;SPC WI C     -   166,893.95  1,603,224.14   sFT  0.99999401   -0 59 03.0
 DK5233;UTM  15      - 4,904,505.591   628,080.601   MT  0.99980175   +1 07 15.1
 DK5233
 DK5233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5233!SPC WI C     -   0.99996479  x   0.99999401  =   0.99995880
 DK5233!UTM  15      -   0.99996479  x   0.99980175  =   0.99976655
 DK5233
 DK5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2808004505(NAD 83)
 DK5233
 DK5233                          SUPERSEDED SURVEY CONTROL
 DK5233
 DK5233  NAD 83(2007)-  44 16 57.08141(N)    091 23 41.41931(W) AD(2002.00) 1
 DK5233  ELLIP H (07/29/08)  224.571  (m)                       GP(2002.00) 3 1
 DK5233  NAVD 88 (07/29/08)  255.71   (m)  GEOID03  model used  GPS OBS        
 DK5233
 DK5233.Superseded values are not recommended for survey control.
 DK5233
 DK5233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5233.See file dsdata.pdf to determine how the superseded data were derived.
 DK5233
 DK5233_MARKER: DD = SURVEY DISK
 DK5233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5233_STAMPING: 32 ARCADIA E GPS 1995
 DK5233_MARK LOGO: WI-121
 DK5233_PROJECTION: FLUSH
 DK5233_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5233+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 DK5233
 DK5233  HISTORY     - Date     Condition        Report By
 DK5233  HISTORY     - 1995     MONUMENTED       WI-121
 DK5233  HISTORY     - 20061025 GOOD             WIDT
 DK5233  HISTORY     - 20110929 GOOD             WIDT
 DK5233
 DK5233                          STATION DESCRIPTION
 DK5233
 DK5233'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5233'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH STATE
 DK5233'HIGHWAY 95 IN THE CITY OF ARCADIA, GO EAST ON STATE HIGHWAY 95 FOR 0.8
 DK5233'MI (1.3 KM) TO NORTH CREEK ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON
 DK5233'NORTH CREEK ROAD FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF NORTH CREEK
 DK5233'ROAD ON THE RIGHT AND RIVER VALLEY ROAD STRAIGHT AHEAD, TURN RIGHT AND
 DK5233'GO NORTHEASTERLY ON NORTH CREEK ROAD FOR 2.8 MI (4.5 KM) TO THOMAS
 DK5233'LANE ON THE RIGHT, CONTINUE EASTERLY ON NORTH CREEK ROAD FOR 0.75 MI
 DK5233'(1.2 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DK5233'TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DK5233'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5233'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION
 DK5233'IS 6.6 M (21.7 FT) SOUTH OF THE CENTERLINE OF NORTH CREEK ROAD, 6 M
 DK5233'(19.7 FT) WEST OF A FIELD ENTRANCE, 1.0 M (3.3 FT) SOUTH, NORTHWEST,
 DK5233'AND NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 0.4 M (1.3
 DK5233'FT) SOUTH OF A BARBED WIRE FENCE.  ---NOTE---THIS STATION HAS NO
 DK5233'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5233'HORIZON.
 DK5233
 DK5233                          STATION RECOVERY (2011)
 DK5233
 DK5233'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9978 ***********************************************************************
 AF9978  DESIGNATION -  321 PIONEER GPS
 AF9978  PID         -  AF9978
 AF9978  STATE/COUNTY-  WI/BAYFIELD
 AF9978  COUNTRY     -  US
 AF9978  USGS QUAD   -  DIAMOND LAKE (2018)
 AF9978
 AF9978                         *CURRENT SURVEY CONTROL
 AF9978  ______________________________________________________________________
 AF9978* NAD 83(2011) POSITION- 46 15 16.94017(N) 091 10 42.28079(W)   ADJUSTED
 AF9978* NAD 83(2011) ELLIP HT-   403.298 (meters)        (06/27/12)   ADJUSTED
 AF9978* NAD 83(2011) EPOCH   -  2010.00
 AF9978* NAVD 88 ORTHO HEIGHT -   432.6   (meters)     1419.    (feet) GPS OBS
 AF9978  ______________________________________________________________________
 AF9978  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9978  GEOID HEIGHT    -        -29.204 (meters)                     GEOID96
 AF9978  GEOID HEIGHT    -        -29.279 (meters)                     GEOID18
 AF9978  NAD 83(2011) X  -    -90,863.199 (meters)                     COMP
 AF9978  NAD 83(2011) Y  - -4,417,255.302 (meters)                     COMP
 AF9978  NAD 83(2011) Z  -  4,585,160.378 (meters)                     COMP
 AF9978  LAPLACE CORR    -        -11.66  (seconds)                    DEFLEC18
 AF9978
 AF9978  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9978  Standards:
 AF9978         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9978            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9978  -------------------------------------------------------------------
 AF9978  NETWORK    0.72   2.82           0.33   0.24   1.44     -0.14554491
 AF9978  -------------------------------------------------------------------
 AF9978  Click here for local accuracies and other accuracy information.
 AF9978
 AF9978.The horizontal coordinates were established by GPS observations
 AF9978.and adjusted by the National Geodetic Survey in June 2012.
 AF9978
 AF9978.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9978.been affixed to the stable North American tectonic plate. See 
 AF9978.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9978
 AF9978.The horizontal coordinates are valid at the epoch date displayed above
 AF9978.which is a decimal equivalence of Year/Month/Day.
 AF9978
 AF9978.The orthometric height was determined by GPS observations and a
 AF9978.high-resolution geoid model.
 AF9978
 AF9978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9978.GEOID18 height accuracy estimate available here.
 AF9978
 AF9978.Click photographs - Photos may exist for this station.
 AF9978
 AF9978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9978
 AF9978.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9978
 AF9978.The ellipsoidal height was determined by GPS observations
 AF9978.and is referenced to NAD 83.
 AF9978
 AF9978. The following values were computed from the NAD 83(2011) position.
 AF9978
 AF9978;                    North         East     Units Scale Factor Converg.
 AF9978;SPC WI N     -   121,603.828   509,144.326   MT  0.99994649   -0 51 00.3
 AF9978;SPC WI N     -   398,961.89  1,670,417.68   sFT  0.99994649   -0 51 00.3
 AF9978;UTM  15      - 5,123,960.268   640,400.217   MT  0.99984232   +1 18 58.2
 AF9978
 AF9978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9978!SPC WI N     -   0.99993678  x   0.99994649  =   0.99988327
 AF9978!UTM  15      -   0.99993678  x   0.99984232  =   0.99977911
 AF9978
 AF9978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4040023960(NAD 83)
 AF9978
 AF9978                          SUPERSEDED SURVEY CONTROL
 AF9978
 AF9978  NAD 83(2007)-  46 15 16.94025(N)    091 10 42.28152(W) AD(2002.00) 0
 AF9978  ELLIP H (02/10/07)  403.329  (m)                       GP(2002.00)    
 AF9978  NAD 83(1997)-  46 15 16.94037(N)    091 10 42.28218(W) AD(       ) 1
 AF9978  ELLIP H (12/26/02)  403.367  (m)                       GP(       ) 3 2
 AF9978  NAD 83(1991)-  46 15 16.94024(N)    091 10 42.28102(W) AD(       ) 1
 AF9978  ELLIP H (04/30/98)  403.359  (m)                       GP(       ) 3 2
 AF9978
 AF9978.Superseded values are not recommended for survey control.
 AF9978
 AF9978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9978.See file dsdata.pdf to determine how the superseded data were derived.
 AF9978
 AF9978_MARKER: DD = SURVEY DISK
 AF9978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9978_STAMPING: 321 PIONEER GPS
 AF9978_MARK LOGO: WI-007
 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 - May 09, 2004
 AF9978
 AF9978  HISTORY     - Date     Condition        Report By
 AF9978  HISTORY     - 1996     MONUMENTED       WI-007
 AF9978  HISTORY     - 20040509 GOOD             USPSQD
 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) .
 AF9978
 AF9978                          STATION RECOVERY (2004)
 AF9978
 AF9978'RECOVERY NOTE BY US POWER SQUADRON 2004
 AF9978'RECOVERED IN GOOD DESCRIPTION AS DESCRIBED PLUS THE FOLLOWING. MARK IS
 AF9978'IN THE MIDDLE OF A FIELD 375 FT NORTH OF PIONEER ROAD AND 525 FEET
 AF9978'WEST OF A COUNTY LINE SIGN STATING WELCOME TO TOWN OF DRUMMOND.
 AF9978'
 AF9978'TYPE OF ROAD PAVEMENT ALSO DENOTES SECTION LINES AS NOTED IN 1996
 AF9978'DESCRIPTION. USPS JRD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0820 ***********************************************************************
 QM0820  DESIGNATION -  3214E03S GPS 0008
 QM0820  PID         -  QM0820
 QM0820  STATE/COUNTY-  WI/LANGLADE
 QM0820  COUNTRY     -  US
 QM0820  USGS QUAD   -  RESERVOIR POND (2018)
 QM0820
 QM0820                         *CURRENT SURVEY CONTROL
 QM0820  ______________________________________________________________________
 QM0820* NAD 83(2011) POSITION- 45 17 27.35320(N) 088 44 12.95939(W)   ADJUSTED
 QM0820* NAD 83(2011) ELLIP HT-   406.933 (meters)        (06/27/12)   ADJUSTED
 QM0820* NAD 83(2011) EPOCH   -  2010.00
 QM0820* NAVD 88 ORTHO HEIGHT -   441.9   (meters)     1450.    (feet) VERTCON3
 QM0820  ______________________________________________________________________
 QM0820  GEOID HEIGHT    -        -34.996 (meters)                     GEOID18
 QM0820  NAD 83(2011) X  -     99,081.833 (meters)                     COMP
 QM0820  NAD 83(2011) Y  - -4,493,864.485 (meters)                     COMP
 QM0820  NAD 83(2011) Z  -  4,510,442.037 (meters)                     COMP
 QM0820  LAPLACE CORR    -         -5.28  (seconds)                    DEFLEC18
 QM0820
 QM0820  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0820  Standards:
 QM0820         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0820            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0820  -------------------------------------------------------------------
 QM0820  NETWORK    1.59   3.18           0.71   0.58   1.62      0.06129783
 QM0820  -------------------------------------------------------------------
 QM0820  Click here for local accuracies and other accuracy information.
 QM0820
 QM0820.The horizontal coordinates were established by GPS observations
 QM0820.and adjusted by the National Geodetic Survey in June 2012.
 QM0820
 QM0820.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0820.been affixed to the stable North American tectonic plate. See 
 QM0820.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0820
 QM0820.The horizontal coordinates are valid at the epoch date displayed above
 QM0820.which is a decimal equivalence of Year/Month/Day.
 QM0820
 QM0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0820
 QM0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0820.GEOID18 height accuracy estimate available here.
 QM0820
 QM0820.Click photographs - Photos may exist for this station.
 QM0820
 QM0820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0820
 QM0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0820
 QM0820.The ellipsoidal height was determined by GPS observations
 QM0820.and is referenced to NAD 83.
 QM0820
 QM0820. The following values were computed from the NAD 83(2011) position.
 QM0820
 QM0820;                    North         East     Units Scale Factor Converg.
 QM0820;SPC WI C     -   162,740.686   699,076.271   MT  0.99996688   +0 53 28.3
 QM0820;SPC WI C     -   533,925.07  2,293,552.73   sFT  0.99996688   +0 53 28.3
 QM0820;UTM  16      - 5,016,737.462   363,797.840   MT  0.99982809   -1 14 04.6
 QM0820
 QM0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0820!SPC WI C     -   0.99993620  x   0.99996688  =   0.99990309
 QM0820!UTM  16      -   0.99993620  x   0.99982809  =   0.99976431
 QM0820
 QM0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6379716737(NAD 83)
 QM0820
 QM0820                          SUPERSEDED SURVEY CONTROL
 QM0820
 QM0820  NAD 83(2007)-  45 17 27.35331(N)    088 44 12.96022(W) AD(2002.00) 0
 QM0820  ELLIP H (02/10/07)  406.967  (m)                       GP(2002.00)    
 QM0820  NAD 83(1997)-  45 17 27.35339(N)    088 44 12.96059(W) AD(       ) 1
 QM0820  ELLIP H (06/17/02)  406.976  (m)                       GP(       ) 3 2
 QM0820  NAD 83(1991)-  45 17 27.35343(N)    088 44 12.95949(W) AD(       ) 1
 QM0820  ELLIP H (10/12/93)  406.942  (m)                       GP(       ) 3 2
 QM0820  NGVD 29 (10/12/93)  441.9    (m)  GEOID93  model used  GPS OBS        
 QM0820
 QM0820.Superseded values are not recommended for survey control.
 QM0820
 QM0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0820.See file dsdata.pdf to determine how the superseded data were derived.
 QM0820
 QM0820_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0820_SETTING: 0 = UNSPECIFIED SETTING
 QM0820_STAMPING: 3214E03S GPS 0008 1991 USDA F.S.
 QM0820_MARK LOGO: USFS
 QM0820_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0820+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QM0820
 QM0820  HISTORY     - Date     Condition        Report By
 QM0820  HISTORY     - 1991     MONUMENTED       USFS
 QM0820
 QM0820                          STATION DESCRIPTION
 QM0820
 QM0820'DESCRIBED BY US FOREST SERVICE 1991
 QM0820'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0820'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCES DEEP.  3/4 INCH DIAMETER
 QM0820'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0820'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0820'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0820'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0820'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0820'HIGHWAY 32 AND FOREST SERVICE ROAD 2143 (ELLIOT ROAD) IN THE TOWN OF
 QM0820'CARTER, WISCONSIN.  PROCEED SOUTHERLY ALONG STATE HIGHWAY 32, 1.50
 QM0820'MILES (2.41 KM) TO THE T INTERSECTION OF FOREST SERVICE ROAD 2123.
 QM0820'THEN SOUTHWESTERLY ALONG FOREST SERVICE ROAD 2123, 6.40 MILES
 QM0820'(10.30 KM) TO THE T INTERSECTION OF FOREST SERVICE ROAD 2357 (ADA
 QM0820'LAKE ROAD).  CONTINUE SOUTHWESTERLY ON FOREST SERVICE ROAD 2123, 2.70
 QM0820'MILES (4.35 KM) TO THE INTERSECTION OF A WOODS WOOD ON THE WEST SIDE
 QM0820'OF FOREST SERVICE ROAD 2123.  THEN WEST ON THE WOODS ROAD 300 FEET.
 QM0820'(91.4 M)  THE STATION IS 100 FEET (30.5 M) NORTH.  THERE IS A STEEL
 QM0820'SIGN POST 1.53 FEET (0.47 M) NORTHEAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0816 ***********************************************************************
 QM0816  DESIGNATION -  3216E23S GPS 0009
 QM0816  PID         -  QM0816
 QM0816  STATE/COUNTY-  WI/OCONTO
 QM0816  COUNTRY     -  US
 QM0816  USGS QUAD   -  MOUNTAIN (2018)
 QM0816
 QM0816                         *CURRENT SURVEY CONTROL
 QM0816  ______________________________________________________________________
 QM0816* NAD 83(2011) POSITION- 45 13 57.42655(N) 088 28 14.32374(W)   ADJUSTED
 QM0816* NAD 83(2011) ELLIP HT-   302.210 (meters)        (06/27/12)   ADJUSTED
 QM0816* NAD 83(2011) EPOCH   -  2010.00
 QM0816* NAVD 88 ORTHO HEIGHT -   337.8   (meters)     1108.    (feet) VERTCON3
 QM0816  ______________________________________________________________________
 QM0816  GEOID HEIGHT    -        -35.590 (meters)                     GEOID18
 QM0816  NAD 83(2011) X  -    120,087.259 (meters)                     COMP
 QM0816  NAD 83(2011) Y  - -4,497,883.843 (meters)                     COMP
 QM0816  NAD 83(2011) Z  -  4,505,805.818 (meters)                     COMP
 QM0816  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 QM0816
 QM0816  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0816  Standards:
 QM0816         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0816            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0816  -------------------------------------------------------------------
 QM0816  NETWORK    2.21   3.59           0.98   0.74   1.83      0.45073368
 QM0816  -------------------------------------------------------------------
 QM0816  Click here for local accuracies and other accuracy information.
 QM0816
 QM0816.The horizontal coordinates were established by GPS observations
 QM0816.and adjusted by the National Geodetic Survey in June 2012.
 QM0816
 QM0816.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0816.been affixed to the stable North American tectonic plate. See 
 QM0816.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0816
 QM0816.The horizontal coordinates are valid at the epoch date displayed above
 QM0816.which is a decimal equivalence of Year/Month/Day.
 QM0816
 QM0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0816
 QM0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0816.GEOID18 height accuracy estimate available here.
 QM0816
 QM0816.Click photographs - Photos may exist for this station.
 QM0816
 QM0816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0816
 QM0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0816
 QM0816.The ellipsoidal height was determined by GPS observations
 QM0816.and is referenced to NAD 83.
 QM0816
 QM0816. The following values were computed from the NAD 83(2011) position.
 QM0816
 QM0816;                    North         East     Units Scale Factor Converg.
 QM0816;SPC WI C     -   156,620.491   720,083.940   MT  0.99996003   +1 04 44.7
 QM0816;SPC WI C     -   513,845.73  2,362,475.39   sFT  0.99996003   +1 04 44.7
 QM0816;UTM  16      - 5,009,843.851   384,560.691   MT  0.99976385   -1 02 39.2
 QM0816
 QM0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0816!SPC WI C     -   0.99995262  x   0.99996003  =   0.99991265
 QM0816!UTM  16      -   0.99995262  x   0.99976385  =   0.99971648
 QM0816
 QM0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8456009843(NAD 83)
 QM0816
 QM0816                          SUPERSEDED SURVEY CONTROL
 QM0816
 QM0816  NAD 83(2007)-  45 13 57.42659(N)    088 28 14.32463(W) AD(2002.00) 0
 QM0816  ELLIP H (02/10/07)  302.248  (m)                       GP(2002.00)    
 QM0816  NAD 83(1997)-  45 13 57.42674(N)    088 28 14.32484(W) AD(       ) 1
 QM0816  ELLIP H (06/17/02)  302.257  (m)                       GP(       ) 3 2
 QM0816  NAD 83(1991)-  45 13 57.42677(N)    088 28 14.32393(W) AD(       ) 1
 QM0816  ELLIP H (10/12/93)  302.222  (m)                       GP(       ) 3 2
 QM0816  NGVD 29 (10/12/93)  337.8    (m)  GEOID93  model used  GPS OBS        
 QM0816
 QM0816.Superseded values are not recommended for survey control.
 QM0816
 QM0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0816.See file dsdata.pdf to determine how the superseded data were derived.
 QM0816
 QM0816_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0816_SETTING: 0 = UNSPECIFIED SETTING
 QM0816_STAMPING: 3216E23S GPS 0009
 QM0816_MARK LOGO: USFS
 QM0816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0816+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 QM0816
 QM0816  HISTORY     - Date     Condition        Report By
 QM0816  HISTORY     - 1991     MONUMENTED       USFS
 QM0816  HISTORY     - 20031004 GOOD             USPSQD
 QM0816
 QM0816                          STATION DESCRIPTION
 QM0816
 QM0816'DESCRIBED BY US FOREST SERVICE 1991
 QM0816'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0816'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0816'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0816'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0816'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0816'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0816'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0816'HIGHWAY 32 AND COUNTY HIGHWAY W IN MOUNTAIN, WISCONSIN.  THEN
 QM0816'PROCEED ALONG COUNTY HIGHWAY W, 200 FEET (61.0 M) TO FOREST SERVICE
 QM0816'ROAD 2106 (OLD HIGHWAY 32).  THEN CONTINUE ALONG FOREST SERVICE ROAD
 QM0816'2106 3.8 MILES (6.1 KM) TO A T INTERSECTION.  THEN TURN LEFT AT THE
 QM0816'INTERSECTION PROCEEDING WEST 250 FEET (76.2 M) TO THE STATION WHICH
 QM0816'IS 30 FEET (9.1 M) NORTH OF THE CENTER LINE OF FOREST SERVICE ROAD
 QM0816'2106.  THERE IS A STEEL SIGN POST 1.35 FEET (0.41 M) NORTH OF THE
 QM0816'STATION.
 QM0816
 QM0816                          STATION RECOVERY (2003)
 QM0816
 QM0816'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QM0816'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0815 ***********************************************************************
 QM0815  DESIGNATION -  3217E11S GPS 0010
 QM0815  PID         -  QM0815
 QM0815  STATE/COUNTY-  WI/OCONTO
 QM0815  COUNTRY     -  US
 QM0815  USGS QUAD   -  THUNDER MOUNTAIN (2018)
 QM0815
 QM0815                         *CURRENT SURVEY CONTROL
 QM0815  ______________________________________________________________________
 QM0815* NAD 83(2011) POSITION- 45 15 44.10297(N) 088 20 31.86158(W)   ADJUSTED
 QM0815* NAD 83(2011) ELLIP HT-   261.053 (meters)        (06/27/12)   ADJUSTED
 QM0815* NAD 83(2011) EPOCH   -  2010.00
 QM0815* NAVD 88 ORTHO HEIGHT -   296.6   (meters)      973.    (feet) VERTCON3
 QM0815  ______________________________________________________________________
 QM0815  GEOID HEIGHT    -        -35.637 (meters)                     GEOID18
 QM0815  NAD 83(2011) X  -    130,103.063 (meters)                     COMP
 QM0815  NAD 83(2011) Y  - -4,495,236.498 (meters)                     COMP
 QM0815  NAD 83(2011) Z  -  4,508,095.286 (meters)                     COMP
 QM0815  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 QM0815
 QM0815  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0815  Standards:
 QM0815         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0815            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0815  -------------------------------------------------------------------
 QM0815  NETWORK    2.41   3.78           1.06   0.81   1.93      0.47900341
 QM0815  -------------------------------------------------------------------
 QM0815  Click here for local accuracies and other accuracy information.
 QM0815
 QM0815.The horizontal coordinates were established by GPS observations
 QM0815.and adjusted by the National Geodetic Survey in June 2012.
 QM0815
 QM0815.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0815.been affixed to the stable North American tectonic plate. See 
 QM0815.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0815
 QM0815.The horizontal coordinates are valid at the epoch date displayed above
 QM0815.which is a decimal equivalence of Year/Month/Day.
 QM0815
 QM0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0815
 QM0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0815.GEOID18 height accuracy estimate available here.
 QM0815
 QM0815.Click photographs - Photos may exist for this station.
 QM0815
 QM0815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0815
 QM0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0815
 QM0815.The ellipsoidal height was determined by GPS observations
 QM0815.and is referenced to NAD 83.
 QM0815
 QM0815. The following values were computed from the NAD 83(2011) position.
 QM0815
 QM0815;                    North         East     Units Scale Factor Converg.
 QM0815;SPC WI C     -   160,110.862   730,102.099   MT  0.99996338   +1 10 11.0
 QM0815;SPC WI C     -   525,297.05  2,395,343.30   sFT  0.99996338   +1 10 11.0
 QM0815;UTM  16      - 5,012,959.997   394,699.140   MT  0.99973633   -0 57 12.6
 QM0815
 QM0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0815!SPC WI C     -   0.99995907  x   0.99996338  =   0.99992245
 QM0815!UTM  16      -   0.99995907  x   0.99973633  =   0.99969541
 QM0815
 QM0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9469912959(NAD 83)
 QM0815
 QM0815                          SUPERSEDED SURVEY CONTROL
 QM0815
 QM0815  NAD 83(2007)-  45 15 44.10290(N)    088 20 31.86258(W) AD(2002.00) 0
 QM0815  ELLIP H (02/10/07)  261.096  (m)                       GP(2002.00)    
 QM0815  NAD 83(1997)-  45 15 44.10317(N)    088 20 31.86273(W) AD(       ) 1
 QM0815  ELLIP H (06/17/02)  261.103  (m)                       GP(       ) 3 2
 QM0815  NAD 83(1991)-  45 15 44.10320(N)    088 20 31.86181(W) AD(       ) 1
 QM0815  ELLIP H (10/12/93)  261.068  (m)                       GP(       ) 3 2
 QM0815  NGVD 29 (10/12/93)  296.7    (m)  GEOID93  model used  GPS OBS        
 QM0815
 QM0815.Superseded values are not recommended for survey control.
 QM0815
 QM0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0815.See file dsdata.pdf to determine how the superseded data were derived.
 QM0815
 QM0815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0815_SETTING: 0 = UNSPECIFIED SETTING
 QM0815_STAMPING: 3217E11S GPS 0010 1991 USDA F.S.
 QM0815_MARK LOGO: USFS
 QM0815_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0815+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 QM0815
 QM0815  HISTORY     - Date     Condition        Report By
 QM0815  HISTORY     - 1991     MONUMENTED       USFS
 QM0815  HISTORY     - 20040424 GOOD             JCLS
 QM0815
 QM0815                          STATION DESCRIPTION
 QM0815
 QM0815'DESCRIBED BY US FOREST SERVICE 1991
 QM0815'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0815'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0815'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0815'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0815'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0815'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0815'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0815'HIGHWAY 32 AND COUNTY HIGHWAY W IN MOUNTAIN, WISCONSIN.  THEN
 QM0815'PROCEED EASTERLY ALONG COUNTY HIGHWAY W, 8.85 MILES (14.24 KM) TO
 QM0815'THE INTERSECTION OF FOREST SERVICE ROAD 2102 (LAFAVE ROAD).  THEN
 QM0815'RPOCEED NORTHERLY ALONG FOREST SERVICE ROAD 2102 (LAFAVE ROAD) 1.25
 QM0815'MILES (2.01 KM) TO THE STATION WHICH IS 39 FEET (11.9 M) WEST OF THE
 QM0815'CENTERLINE OF FOREST SERVICE ROAD 2102 (LAFAVE ROAD).  THERE IS A
 QM0815'STEEL SIGN POST 1.52 FEET (0.46 M) EAST OF THE STATION.
 QM0815
 QM0815                          STATION RECOVERY (2004)
 QM0815
 QM0815'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 QM0815'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4987 ***********************************************************************
 DQ4987  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4987  DESIGNATION -  323620
 DQ4987  PID         -  DQ4987
 DQ4987  STATE/COUNTY-  WI/MARINETTE
 DQ4987  COUNTRY     -  US
 DQ4987  USGS QUAD   -  TOWN CORNER LAKE (2018)
 DQ4987
 DQ4987                         *CURRENT SURVEY CONTROL
 DQ4987  ______________________________________________________________________
 DQ4987* NAD 83(2011) POSITION- 45 32 37.33352(N) 088 01 40.19464(W)   ADJUSTED
 DQ4987* NAD 83(2011) ELLIP HT-   256.253 (meters)        (04/14/17)   ADJUSTED
 DQ4987* NAD 83(2011) EPOCH   -  2010.00
 DQ4987* NAVD 88 ORTHO HEIGHT -   291.66  (meters)      956.9   (feet) GPS OBS
 DQ4987  ______________________________________________________________________
 DQ4987  GEOID HEIGHT    -        -35.407 (meters)                     GEOID18
 DQ4987  NAD 83(2011) X  -    153,997.313 (meters)                     COMP
 DQ4987  NAD 83(2011) Y  - -4,472,190.252 (meters)                     COMP
 DQ4987  NAD 83(2011) Z  -  4,530,055.335 (meters)                     COMP
 DQ4987  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 DQ4987
 DQ4987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4987  Standards:
 DQ4987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4987  -------------------------------------------------------------------
 DQ4987  NETWORK    0.94   1.35           0.43   0.32   0.69     -0.14674711
 DQ4987  -------------------------------------------------------------------
 DQ4987  Click here for local accuracies and other accuracy information.
 DQ4987
 DQ4987.The horizontal coordinates were established by GPS observations
 DQ4987.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4987
 DQ4987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4987.been affixed to the stable North American tectonic plate. See 
 DQ4987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4987
 DQ4987.The horizontal coordinates are valid at the epoch date displayed above
 DQ4987.which is a decimal equivalence of Year/Month/Day.
 DQ4987
 DQ4987.The orthometric height was determined by GPS observations and a
 DQ4987.high-resolution geoid model using precise GPS observation and
 DQ4987.processing techniques.
 DQ4987
 DQ4987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4987.GEOID18 height accuracy estimate available here.
 DQ4987
 DQ4987.Click photographs - Photos may exist for this station.
 DQ4987
 DQ4987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4987
 DQ4987.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4987
 DQ4987.The ellipsoidal height was determined by GPS observations
 DQ4987.and is referenced to NAD 83.
 DQ4987
 DQ4987. The following values were computed from the NAD 83(2011) position.
 DQ4987
 DQ4987;                    North         East     Units Scale Factor Converg.
 DQ4987;SPC WI C     -   191,933.101   754,007.735   MT  1.00000862   +1 23 29.5
 DQ4987;SPC WI C     -   629,700.52  2,473,773.71   sFT  1.00000862   +1 23 29.5
 DQ4987;UTM  16      - 5,043,865.626   419,761.009   MT  0.99967916   -0 44 01.3
 DQ4987
 DQ4987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4987!SPC WI C     -   0.99995983  x   1.00000862  =   0.99996845
 DQ4987!UTM  16      -   0.99995983  x   0.99967916  =   0.99963900
 DQ4987
 DQ4987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1976143865(NAD 83)
 DQ4987
 DQ4987                          SUPERSEDED SURVEY CONTROL
 DQ4987
 DQ4987.No superseded survey control is available for this station.
 DQ4987
 DQ4987_MARKER: DD = SURVEY DISK
 DQ4987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4987_STAMPING: 323620 2000
 DQ4987_MARK LOGO: WI-075
 DQ4987_PROJECTION: FLUSH
 DQ4987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4987+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4987
 DQ4987  HISTORY     - Date     Condition        Report By
 DQ4987  HISTORY     - 2000     MONUMENTED       WI-075
 DQ4987  HISTORY     - 20150201 GOOD             WIDT
 DQ4987
 DQ4987                          STATION DESCRIPTION
 DQ4987
 DQ4987'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4987'THE STATION IS APPROXIMATELY 16.7 MI (26.9 KM) SOUTHEAST OF GOODMAN,
 DQ4987'3.5 MI (5.6 KM) SOUTHWEST OF BEECHER, AND 3.3 MI (5.3 KM) NORTHWEST OF
 DQ4987'AMBERG.
 DQ4987'
 DQ4987'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DQ4987'HIGHWAY V IN THE COMMUNITY OF AMBERG, GO NORTH ON US HIGHWAY 141 FOR
 DQ4987'3.3 MI (5.3 KM) TO TOWN CORNER LAKE ROAD ON THE LEFT.  TURN LEFT AND
 DQ4987'GO WEST ON TOWN CORNER LAKE ROAD FOR 1.5 MI (2.4 KM) TO SMEESTER
 DQ4987'SCHOOL ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DQ4987'
 DQ4987'THE STATION IS A BRONZE MARINETTE COUNTY GPS NETWORK CONTROL STATION
 DQ4987'DISK SET IN THE TOP OF A CONCRETE POST, APPROXIMATELY 0.6 M (2.0 FT)
 DQ4987'HIGHER THAN THE ROAD GRADE.  THE STATION IS 7.4 M (24.3 FT) NORTH OF
 DQ4987'THE CENTERLINE OF TOWN CORNER LAKE ROAD, 13.7 M (44.9 FT) EAST OF THE
 DQ4987'CENTERLINE OF SMEESTER SCHOOL ROAD, 40.5 M (132.9 FT) NORTHWEST OF A
 DQ4987'POWER POLE -3620 32R1-, 0.7 M (2.3 FT) SOUTH OF A FENCE, AND LOCATED
 DQ4987'BETWEEN TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4987'
 DQ4987'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4987'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5397 ***********************************************************************
 DH5397  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5397  DESIGNATION -  33 151W
 DH5397  PID         -  DH5397
 DH5397  STATE/COUNTY-  WI/MONROE
 DH5397  COUNTRY     -  US
 DH5397  USGS QUAD   -  ONTARIO (2018)
 DH5397
 DH5397                         *CURRENT SURVEY CONTROL
 DH5397  ______________________________________________________________________
 DH5397* NAD 83(2011) POSITION- 43 43 40.81690(N) 090 30 11.07152(W)   ADJUSTED
 DH5397* NAD 83(2011) ELLIP HT-   267.935 (meters)        (06/27/12)   ADJUSTED
 DH5397* NAD 83(2011) EPOCH   -  2010.00
 DH5397* NAVD 88 ORTHO HEIGHT -   301.82  (meters)      990.2   (feet) GPS OBS
 DH5397  ______________________________________________________________________
 DH5397  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5397  GEOID HEIGHT    -        -33.888 (meters)                     GEOID12A
 DH5397  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 DH5397  NAD 83(2011) X  -    -40,534.819 (meters)                     COMP
 DH5397  NAD 83(2011) Y  - -4,616,433.808 (meters)                     COMP
 DH5397  NAD 83(2011) Z  -  4,386,487.697 (meters)                     COMP
 DH5397  LAPLACE CORR    -         -6.00  (seconds)                    DEFLEC18
 DH5397
 DH5397  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5397  Standards:
 DH5397         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5397            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5397  -------------------------------------------------------------------
 DH5397  NETWORK    0.22   0.33           0.10   0.08   0.17      0.12628300
 DH5397  -------------------------------------------------------------------
 DH5397  Click here for local accuracies and other accuracy information.
 DH5397
 DH5397.The horizontal coordinates were established by GPS observations
 DH5397.and adjusted by the National Geodetic Survey in June 2012.
 DH5397
 DH5397.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5397.been affixed to the stable North American tectonic plate. See 
 DH5397.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5397
 DH5397.The horizontal coordinates are valid at the epoch date displayed above
 DH5397.which is a decimal equivalence of Year/Month/Day.
 DH5397
 DH5397.The orthometric height was determined by GPS observations and a
 DH5397.high-resolution geoid model using precise GPS observation and
 DH5397.processing techniques.
 DH5397
 DH5397.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5397.GEOID18 height accuracy estimate available here.
 DH5397
 DH5397.Click photographs - Photos may exist for this station.
 DH5397
 DH5397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5397
 DH5397.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5397
 DH5397.The ellipsoidal height was determined by GPS observations
 DH5397.and is referenced to NAD 83.
 DH5397
 DH5397. The following values were computed from the NAD 83(2011) position.
 DH5397
 DH5397;                    North         East     Units Scale Factor Converg.
 DH5397;SPC WI S     -   192,089.087   559,468.682   MT  0.99994878   -0 20 44.4
 DH5397;SPC WI S     -   630,212.28  1,835,523.50   sFT  0.99994878   -0 20 44.4
 DH5397;UTM  15      - 4,844,693.631   701,103.901   MT  1.00009747   +1 43 35.5
 DH5397
 DH5397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5397!SPC WI S     -   0.99995799  x   0.99994878  =   0.99990677
 DH5397!UTM  15      -   0.99995799  x   1.00009747  =   1.00005545
 DH5397
 DH5397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0110344693(NAD 83)
 DH5397
 DH5397                          SUPERSEDED SURVEY CONTROL
 DH5397
 DH5397  NAD 83(2007)-  43 43 40.81692(N)    090 30 11.07234(W) AD(2002.00) 0
 DH5397  ELLIP H (02/10/07)  267.966  (m)                       GP(2002.00)    
 DH5397  NAD 83(1997)-  43 43 40.81688(N)    090 30 11.07278(W) AD(       ) 1
 DH5397  ELLIP H (08/01/05)  267.962  (m)                       GP(       ) 2 1
 DH5397  NAVD 88 (07/26/07)  301.82   (m)  GEOID03  model used  GPS OBS        
 DH5397
 DH5397.Superseded values are not recommended for survey control.
 DH5397
 DH5397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5397.See file dsdata.pdf to determine how the superseded data were derived.
 DH5397
 DH5397_MARKER: DD = SURVEY DISK
 DH5397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5397_STAMPING: 33-151W 1997
 DH5397_MARK LOGO: WI-081
 DH5397_PROJECTION: FLUSH
 DH5397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5397+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH5397
 DH5397  HISTORY     - Date     Condition        Report By
 DH5397  HISTORY     - 1997     MONUMENTED       WI-081
 DH5397  HISTORY     - 20030311 GOOD             WIDT
 DH5397  HISTORY     - 20100913 GOOD             WIDT
 DH5397
 DH5397                          STATION DESCRIPTION
 DH5397
 DH5397'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5397'OWNERSHIP -- MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5397'STATE HIGHWAY  33 WITH COUNTY HIGHWAY 22 ABOUT 1 MI SOUTHEAST OF THE
 DH5397'VILLAGE OF ONTARIO, GO EAST ON  COUNTY HIGHWAY 22 FOR 3.6 MI TO COUNTY
 DH5397'HIGHWAY Z ON THE LEFT, TURN LEFT AND GO  NORTHEAST ON COUNTY HIGHWAY Z
 DH5397'FOR 2.0 MI TO OREGON ROAD ON THE RIGHT, CONTINUE  NORTHEAST ON COUNTY
 DH5397'Z FOR 0.15 MI TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DH5397'MONROE COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM
 DH5397'DIAMETER POST   ABOUT 0.5 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION
 DH5397'IS 10.2 M SOUTH-SOUTHEAST OF THE  CENTERLINE OF COUNTY HIGHWAY Z, 37.3
 DH5397'M WEST-SOUTHWEST OF TELEPHONE PEDESTAL --B 40A--,  37.2 M EAST OF
 DH5397'POWER POLE --5J33L1--, 16 M WEST-SOUTHWEST OF THE EXTENDED CENTERLINE
 DH5397'OF A  FIELD ENTRANCE, 1.4 M SOUTH-SOUTHEAST OF A METAL GUARDPOST, AND
 DH5397'0.5 M NORTH-NORTHWEST  OF A GREEN METAL WITNESS POST.  ---NOTE--- THIS
 DH5397'STATION HAS NO OBSTRUCTION EXTENDING  HIGHER THAN 15 DEGREES ABOVE THE
 DH5397'HORIZON.
 DH5397
 DH5397                          STATION RECOVERY (2010)
 DH5397
 DH5397'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5397'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS.  TO
 DH5397'REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P EAST AND SOUTH
 DH5397'WITH COUNTY HIGHWAY Z NORTH AND EAST APPROXIMATELY 4 MILES SOUTHEAST
 DH5397'OF THE VILLAGE OF WILTON AND 6 MILES NORTHEAST OF THE VILLAGE OF
 DH5397'ONTARIO, GO SOUTH-SOUTHWEST ON COUNTY HIGHWAY P FOR 1.9 MILES TO
 DH5397'ORCHID ROAD LEFT,
 DH5397'TURN LEFT AND GO SOUTH ON ORCHID ROAD FOR 1.3 MILES TO COUNTY HIGHWAY
 DH5397'Z, TURN RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY Z FOR 0.5 MILE TO
 DH5397'ORWELL ROAD LEFT, CONTINUE WEST ON COUNTY HIGHWAY Z FOR 0.22 MILE TO
 DH5397'THE STATION ON THE LEFT.  ADD---THE STATION IS 24 M SOUTHWEST OF AN
 DH5397'ORANGE OVER WHITE WOOD CULVERT POST AND 1.0 M SOUTHEAST, 1.0 M
 DH5397'NORTHEAST, AND 1.0 M WEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DH5397'NOTE---COUNTY HIGHWAY 22 IN THE 2003 DESCRIPTION IS COUNTY HIGHWAY ZZ.
 DH5397'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5400 ***********************************************************************
 DH5400  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5400  DESIGNATION -  33 173W
 DH5400  PID         -  DH5400
 DH5400  STATE/COUNTY-  WI/MONROE
 DH5400  COUNTRY     -  US
 DH5400  USGS QUAD   -  CITY ROCK (2018)
 DH5400
 DH5400                         *CURRENT SURVEY CONTROL
 DH5400  ______________________________________________________________________
 DH5400* NAD 83(2011) POSITION- 43 53 57.40506(N) 090 44 34.60900(W)   ADJUSTED
 DH5400* NAD 83(2011) ELLIP HT-   225.249 (meters)        (06/27/12)   ADJUSTED
 DH5400* NAD 83(2011) EPOCH   -  2010.00
 DH5400* NAVD 88 ORTHO HEIGHT -   258.56  (meters)      848.3   (feet) GPS OBS
 DH5400  ______________________________________________________________________
 DH5400  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5400  GEOID HEIGHT    -        -33.307 (meters)                     GEOID12A
 DH5400  GEOID HEIGHT    -        -33.303 (meters)                     GEOID18
 DH5400  NAD 83(2011) X  -    -59,690.092 (meters)                     COMP
 DH5400  NAD 83(2011) Y  - -4,603,018.651 (meters)                     COMP
 DH5400  NAD 83(2011) Z  -  4,400,190.682 (meters)                     COMP
 DH5400  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC18
 DH5400
 DH5400  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5400  Standards:
 DH5400         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5400            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5400  -------------------------------------------------------------------
 DH5400  NETWORK    0.25   0.37           0.11   0.09   0.19      0.10003686
 DH5400  -------------------------------------------------------------------
 DH5400  Click here for local accuracies and other accuracy information.
 DH5400
 DH5400.The horizontal coordinates were established by GPS observations
 DH5400.and adjusted by the National Geodetic Survey in June 2012.
 DH5400
 DH5400.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5400.been affixed to the stable North American tectonic plate. See 
 DH5400.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5400
 DH5400.The horizontal coordinates are valid at the epoch date displayed above
 DH5400.which is a decimal equivalence of Year/Month/Day.
 DH5400
 DH5400.The orthometric height was determined by GPS observations and a
 DH5400.high-resolution geoid model using precise GPS observation and
 DH5400.processing techniques.
 DH5400
 DH5400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5400.GEOID18 height accuracy estimate available here.
 DH5400
 DH5400.Click photographs - Photos may exist for this station.
 DH5400
 DH5400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5400
 DH5400.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5400
 DH5400.The ellipsoidal height was determined by GPS observations
 DH5400.and is referenced to NAD 83.
 DH5400
 DH5400. The following values were computed from the NAD 83(2011) position.
 DH5400
 DH5400;                    North         East     Units Scale Factor Converg.
 DH5400;SPC WI S     -   211,262.005   540,312.903   MT  0.99997030   -0 30 37.7
 DH5400;SPC WI S     -   693,115.43  1,772,676.58   sFT  0.99997030   -0 30 37.7
 DH5400;UTM  15      - 4,863,162.367   681,264.939   MT  1.00000414   +1 33 55.6
 DH5400
 DH5400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5400!SPC WI S     -   0.99996468  x   0.99997030  =   0.99993498
 DH5400!UTM  15      -   0.99996468  x   1.00000414  =   0.99996882
 DH5400
 DH5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8126463162(NAD 83)
 DH5400
 DH5400                          SUPERSEDED SURVEY CONTROL
 DH5400
 DH5400  NAD 83(2007)-  43 53 57.40505(N)    090 44 34.60979(W) AD(2002.00) 0
 DH5400  ELLIP H (02/10/07)  225.279  (m)                       GP(2002.00)    
 DH5400  NAD 83(1997)-  43 53 57.40502(N)    090 44 34.61027(W) AD(       ) 1
 DH5400  ELLIP H (08/01/05)  225.271  (m)                       GP(       ) 2 1
 DH5400  NAVD 88 (07/26/07)  258.54   (m)  GEOID03  model used  GPS OBS        
 DH5400
 DH5400.Superseded values are not recommended for survey control.
 DH5400
 DH5400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5400.See file dsdata.pdf to determine how the superseded data were derived.
 DH5400
 DH5400_MARKER: DD = SURVEY DISK
 DH5400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5400_STAMPING: 33-173W 1996
 DH5400_MARK LOGO: WI-081
 DH5400_PROJECTION: FLUSH
 DH5400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5400+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH5400
 DH5400  HISTORY     - Date     Condition        Report By
 DH5400  HISTORY     - 1996     MONUMENTED       WI-081
 DH5400  HISTORY     - 20030227 GOOD             WIDT
 DH5400  HISTORY     - 20100907 GOOD             WIDT
 DH5400
 DH5400                          STATION DESCRIPTION
 DH5400
 DH5400'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5400'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5400'STATE HIGHWAY  16 AND STATE HIGHWAY 71 NORTH WITH STATE HIGHWAY 71
 DH5400'SOUTH ABOUT 1.25 MI EAST OF THE  CITY OF SPARTA, GO SOUTHEAST ON STATE
 DH5400'HIGHWAY 71 SOUTH FOR 3.4 MI TO JANUS ROAD ON THE  LEFT,  TURN LEFT AND
 DH5400'GO EAST ON JANUS ROAD FOR 0.2 MI TO THE STATION ON THE LEFT.  THE
 DH5400'STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL MARKER DISK SET IN
 DH5400'THE TOP OF A  40-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD
 DH5400'PAVEMENT.  THE STATION IS 6.5 M  NORTH OF THE CENTERLINE OF JANUS
 DH5400'ROAD, 12.4 M NORTH OF TELEPHONE PEDASTAL --D4 1 LP  7-- ,  1.0 M
 DH5400'NORTH, SOUTHEAST, SOUTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS,
 DH5400'AND 0.7 M  SOUTH OF A FENCE. ---NOTE---THIS STATION HAS NO VISIBLE
 DH5400'OBSTRUCTIONS EXTENDING HIGHER  THAN 15 DEGREES ABOVE THE HORIZON
 DH5400'EXCEPT FOR POWER LINES DIRECTLY OVERHEAD.
 DH5400
 DH5400                          STATION RECOVERY (2010)
 DH5400
 DH5400'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5400'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 21.5 M WEST OF A
 DH5400'WOOD CORNER FENCE POST AND 19.5 M EAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4698 ***********************************************************************
 DJ4698  DESIGNATION -  33 194W
 DJ4698  PID         -  DJ4698
 DJ4698  STATE/COUNTY-  WI/MONROE
 DJ4698  COUNTRY     -  US
 DJ4698  USGS QUAD   -  CATARACT (2018)
 DJ4698
 DJ4698                         *CURRENT SURVEY CONTROL
 DJ4698  ______________________________________________________________________
 DJ4698* NAD 83(2011) POSITION- 44 04 40.05212(N) 090 51 43.43503(W)   ADJUSTED
 DJ4698* NAD 83(2011) ELLIP HT-   225.631 (meters)        (06/27/12)   ADJUSTED
 DJ4698* NAD 83(2011) EPOCH   -  2010.00
 DJ4698* NAVD 88 ORTHO HEIGHT -   258.547 (meters)      848.25  (feet) ADJUSTED
 DJ4698  ______________________________________________________________________
 DJ4698  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 DJ4698  NAD 83(2011) X  -    -69,052.403 (meters)                     COMP
 DJ4698  NAD 83(2011) Y  - -4,589,110.302 (meters)                     COMP
 DJ4698  NAD 83(2011) Z  -  4,414,462.271 (meters)                     COMP
 DJ4698  LAPLACE CORR    -         -8.25  (seconds)                    DEFLEC18
 DJ4698  DYNAMIC HEIGHT  -        258.501 (meters)      848.10  (feet) COMP
 DJ4698  MODELED GRAVITY -    980,435.9   (mgal)                       NAVD 88
 DJ4698
 DJ4698  VERT ORDER      -  SECOND    CLASS I
 DJ4698
 DJ4698  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4698  Standards:
 DJ4698         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4698            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4698  -------------------------------------------------------------------
 DJ4698  NETWORK    0.33   0.31           0.15   0.12   0.16      0.11605612
 DJ4698  -------------------------------------------------------------------
 DJ4698  Click here for local accuracies and other accuracy information.
 DJ4698
 DJ4698.The horizontal coordinates were established by GPS observations
 DJ4698.and adjusted by the National Geodetic Survey in June 2012.
 DJ4698
 DJ4698.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4698.been affixed to the stable North American tectonic plate. See 
 DJ4698.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4698
 DJ4698.The horizontal coordinates are valid at the epoch date displayed above
 DJ4698.which is a decimal equivalence of Year/Month/Day.
 DJ4698
 DJ4698.The orthometric height was determined by differential leveling and
 DJ4698.adjusted by the WI DEPT OF TRANSP
 DJ4698.in May 2012.
 DJ4698
 DJ4698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4698.GEOID18 height accuracy estimate available here.
 DJ4698
 DJ4698.Click photographs - Photos may exist for this station.
 DJ4698
 DJ4698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4698
 DJ4698.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4698
 DJ4698.The ellipsoidal height was determined by GPS observations
 DJ4698.and is referenced to NAD 83.
 DJ4698
 DJ4698.The dynamic height is computed by dividing the NAVD 88
 DJ4698.geopotential number by the normal gravity value computed on the
 DJ4698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4698.degrees latitude (g = 980.6199 gals.).
 DJ4698
 DJ4698.The modeled gravity was interpolated from observed gravity values.
 DJ4698
 DJ4698. The following values were computed from the NAD 83(2011) position.
 DJ4698
 DJ4698;                    North         East     Units Scale Factor Converg.
 DJ4698;SPC WI S     -   231,187.702   530,948.503   MT  1.00000228   -0 35 32.4
 DJ4698;SPC WI S     -   758,488.32  1,741,953.55   sFT  1.00000228   -0 35 32.4
 DJ4698;UTM  15      - 4,882,735.348   671,184.238   MT  0.99996042   +1 29 15.3
 DJ4698
 DJ4698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4698!SPC WI S     -   0.99996462  x   1.00000228  =   0.99996690
 DJ4698!UTM  15      -   0.99996462  x   0.99996042  =   0.99992504
 DJ4698
 DJ4698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7118482735(NAD 83)
 DJ4698
 DJ4698                          SUPERSEDED SURVEY CONTROL
 DJ4698
 DJ4698  NAD 83(2007)-  44 04 40.05214(N)    090 51 43.43588(W) AD(2002.00) 1
 DJ4698  ELLIP H (07/29/08)  225.662  (m)                       GP(2002.00) 3 1
 DJ4698  NAVD 88             258.54   (m)          848.2    (f) LEVELING    3  
 DJ4698  NAVD 88 (07/08/08)  258.535  (m)          848.21   (f) SUPERSEDED  2 1
 DJ4698
 DJ4698.Superseded values are not recommended for survey control.
 DJ4698
 DJ4698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4698.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4698
 DJ4698_MARKER: DD = SURVEY DISK
 DJ4698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4698_STAMPING: 33-194W 1996
 DJ4698_MARK LOGO: WI-081
 DJ4698_PROJECTION: FLUSH
 DJ4698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4698+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 DJ4698
 DJ4698  HISTORY     - Date     Condition        Report By
 DJ4698  HISTORY     - 1996     MONUMENTED       WI-081
 DJ4698  HISTORY     - 20061003 GOOD             WIDT
 DJ4698  HISTORY     - 20100830 GOOD             WIDT
 DJ4698
 DJ4698                          STATION DESCRIPTION
 DJ4698
 DJ4698'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4698'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DJ4698'HIGHWAY I TO THE EAST AND CASPER AVENUE TO THE WEST IN THE COMMUNITY
 DJ4698'OF CATARACT ABOUT 11 MI (17.7 KM) NORTH OF THE CITY OF SPARTA, GO
 DJ4698'SOUTHWEST ON STATE HIGHWAY 27 FOR 0.85 MI (1.4 KM) TO CASTLE AVENUE ON
 DJ4698'THE LEFT AND CARRIGE AVENUE ON THE RIGHT, TURN RIGHT AND GO WEST ON
 DJ4698'CARRIGE AVENUE FOR 0.8 MI (1.3 KM) TO CARDINAL ROAD ON THE LEFT, TURN
 DJ4698'LEFT AND GO SOUTH ON CARDINAL ROAD FOR 0.05 MI (0.1 KM) TO THE STATION
 DJ4698'ON THE LEFT.  THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL
 DJ4698'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4698'POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DJ4698'PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) EAST OF THE CENTERLINE OF
 DJ4698'CARDINAL AVENUE, 54 M (177.2 FT) NORTH OF A POWER POLE, 21.9 M (71.9
 DJ4698'FT) SOUTH OF A POWER POLE, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DJ4698'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4698'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4698'ABOVE THE HORIZON EXCEPT FOR NORTH-SOUTH POWER LINES DIRECTLY
 DJ4698'OVERHEAD.
 DJ4698
 DJ4698                          STATION RECOVERY (2010)
 DJ4698
 DJ4698'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5187 ***********************************************************************
 DK5187  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5187  DESIGNATION -  33 DAN BURT GPS
 DK5187  PID         -  DK5187
 DK5187  STATE/COUNTY-  WI/TREMPEALEAU
 DK5187  COUNTRY     -  US
 DK5187  USGS QUAD   -  BLAIR (2018)
 DK5187
 DK5187                         *CURRENT SURVEY CONTROL
 DK5187  ______________________________________________________________________
 DK5187* NAD 83(2011) POSITION- 44 17 27.24254(N) 091 14 38.41386(W)   ADJUSTED
 DK5187* NAD 83(2011) ELLIP HT-   228.374 (meters)        (06/27/12)   ADJUSTED
 DK5187* NAD 83(2011) EPOCH   -  2010.00
 DK5187* NAVD 88 ORTHO HEIGHT -   259.97  (meters)      852.9   (feet) GPS OBS
 DK5187  ______________________________________________________________________
 DK5187  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5187  GEOID HEIGHT    -        -31.592 (meters)                     GEOID12A
 DK5187  GEOID HEIGHT    -        -31.590 (meters)                     GEOID18
 DK5187  NAD 83(2011) X  -    -99,283.767 (meters)                     COMP
 DK5187  NAD 83(2011) Y  - -4,572,049.272 (meters)                     COMP
 DK5187  NAD 83(2011) Z  -  4,431,445.533 (meters)                     COMP
 DK5187  LAPLACE CORR    -         -8.09  (seconds)                    DEFLEC18
 DK5187
 DK5187  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5187  Standards:
 DK5187         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5187            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5187  -------------------------------------------------------------------
 DK5187  NETWORK    0.33   0.31           0.15   0.12   0.16      0.06394614
 DK5187  -------------------------------------------------------------------
 DK5187  Click here for local accuracies and other accuracy information.
 DK5187
 DK5187.The horizontal coordinates were established by GPS observations
 DK5187.and adjusted by the National Geodetic Survey in June 2012.
 DK5187
 DK5187.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5187.been affixed to the stable North American tectonic plate. See 
 DK5187.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5187
 DK5187.The horizontal coordinates are valid at the epoch date displayed above
 DK5187.which is a decimal equivalence of Year/Month/Day.
 DK5187
 DK5187.The orthometric height was determined by GPS observations and a
 DK5187.high-resolution geoid model using precise GPS observation and
 DK5187.processing techniques.
 DK5187
 DK5187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5187.GEOID18 height accuracy estimate available here.
 DK5187
 DK5187.Click photographs - Photos may exist for this station.
 DK5187
 DK5187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5187
 DK5187.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5187
 DK5187.The ellipsoidal height was determined by GPS observations
 DK5187.and is referenced to NAD 83.
 DK5187
 DK5187. The following values were computed from the NAD 83(2011) position.
 DK5187
 DK5187;                    North         East     Units Scale Factor Converg.
 DK5187;SPC WI C     -    51,604.598   500,716.608   MT  0.99999252   -0 52 39.9
 DK5187;SPC WI C     -   169,306.09  1,642,767.74   sFT  0.99999252   -0 52 39.9
 DK5187;UTM  15      - 4,905,682.741   640,096.317   MT  0.99984138   +1 13 35.1
 DK5187
 DK5187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5187!SPC WI C     -   0.99996419  x   0.99999252  =   0.99995671
 DK5187!UTM  15      -   0.99996419  x   0.99984138  =   0.99980558
 DK5187
 DK5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4009605682(NAD 83)
 DK5187
 DK5187                          SUPERSEDED SURVEY CONTROL
 DK5187
 DK5187  NAD 83(2007)-  44 17 27.24266(N)    091 14 38.41470(W) AD(2002.00) 1
 DK5187  ELLIP H (07/29/08)  228.406  (m)                       GP(2002.00) 3 1
 DK5187  NAVD 88 (07/29/08)  259.97   (m)  GEOID03  model used  GPS OBS        
 DK5187
 DK5187.Superseded values are not recommended for survey control.
 DK5187
 DK5187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5187.See file dsdata.pdf to determine how the superseded data were derived.
 DK5187
 DK5187_MARKER: DD = SURVEY DISK
 DK5187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5187_STAMPING: 33 DAN BURT GPS 2006
 DK5187_MARK LOGO: WI-121
 DK5187_PROJECTION: FLUSH
 DK5187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5187+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 DK5187
 DK5187  HISTORY     - Date     Condition        Report By
 DK5187  HISTORY     - 1995     MONUMENTED       WI-121
 DK5187  HISTORY     - 20061025 GOOD             WIDT
 DK5187  HISTORY     - 20110929 GOOD             WIDT
 DK5187
 DK5187                          STATION DESCRIPTION
 DK5187
 DK5187'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5187'THE STATION IS LOCATED AT JUNCTION OF US HIGHWAY 53 WITH STATE HIGHWAY
 DK5187'95 JUST WEST OF THE CITY OF BLAIR.  THE STATION IS A BRONZE
 DK5187'TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DK5187'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5187'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DK5187'STATION IS 25.6 M (84.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DK5187'95, 46 M (150.9 FT) NORTHEAST OF THE CENTERLINE OF US HIGHWAY 53, 3.9
 DK5187'M (12.8 FT) SOUTHWEST OF A CORNER FENCE POST, 1.45 M (4.8 FT)
 DK5187'NORTHWEST AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.3
 DK5187'M (4.3 FT) EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK5187'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK5187'ABOVE THE HORIZON.
 DK5187
 DK5187                          STATION RECOVERY (2011)
 DK5187
 DK5187'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0814 ***********************************************************************
 QM0814  DESIGNATION -  3317E07S GPS 0011
 QM0814  PID         -  QM0814
 QM0814  STATE/COUNTY-  WI/OCONTO
 QM0814  COUNTRY     -  US
 QM0814  USGS QUAD   -  WHEELER LAKE (2018)
 QM0814
 QM0814                         *CURRENT SURVEY CONTROL
 QM0814  ______________________________________________________________________
 QM0814* NAD 83(2011) POSITION- 45 20 48.53840(N) 088 24 30.90546(W)   ADJUSTED
 QM0814* NAD 83(2011) ELLIP HT-   325.940 (meters)        (06/27/12)   ADJUSTED
 QM0814* NAD 83(2011) EPOCH   -  2010.00
 QM0814* NAVD 88 ORTHO HEIGHT -   361.2   (meters)     1185.    (feet) VERTCON3
 QM0814  ______________________________________________________________________
 QM0814  GEOID HEIGHT    -        -35.319 (meters)                     GEOID18
 QM0814  NAD 83(2011) X  -    124,709.086 (meters)                     COMP
 QM0814  NAD 83(2011) Y  - -4,488,751.242 (meters)                     COMP
 QM0814  NAD 83(2011) Z  -  4,514,751.976 (meters)                     COMP
 QM0814  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 QM0814
 QM0814  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0814  Standards:
 QM0814         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0814            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0814  -------------------------------------------------------------------
 QM0814  NETWORK    2.40   3.76           1.06   0.80   1.92      0.48426714
 QM0814  -------------------------------------------------------------------
 QM0814  Click here for local accuracies and other accuracy information.
 QM0814
 QM0814.The horizontal coordinates were established by GPS observations
 QM0814.and adjusted by the National Geodetic Survey in June 2012.
 QM0814
 QM0814.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0814.been affixed to the stable North American tectonic plate. See 
 QM0814.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0814
 QM0814.The horizontal coordinates are valid at the epoch date displayed above
 QM0814.which is a decimal equivalence of Year/Month/Day.
 QM0814
 QM0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0814
 QM0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0814.GEOID18 height accuracy estimate available here.
 QM0814
 QM0814.Click photographs - Photos may exist for this station.
 QM0814
 QM0814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0814
 QM0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0814
 QM0814.The ellipsoidal height was determined by GPS observations
 QM0814.and is referenced to NAD 83.
 QM0814
 QM0814. The following values were computed from the NAD 83(2011) position.
 QM0814
 QM0814;                    North         East     Units Scale Factor Converg.
 QM0814;SPC WI C     -   169,402.914   724,707.587   MT  0.99997442   +1 07 22.3
 QM0814;SPC WI C     -   555,782.73  2,377,644.81   sFT  0.99997442   +1 07 22.3
 QM0814;UTM  16      - 5,022,443.465   389,653.873   MT  0.99974971   -1 00 07.7
 QM0814
 QM0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0814!SPC WI C     -   0.99994890  x   0.99997442  =   0.99992332
 QM0814!UTM  16      -   0.99994890  x   0.99974971  =   0.99969862
 QM0814
 QM0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8965322443(NAD 83)
 QM0814
 QM0814                          SUPERSEDED SURVEY CONTROL
 QM0814
 QM0814  NAD 83(2007)-  45 20 48.53842(N)    088 24 30.90637(W) AD(2002.00) 0
 QM0814  ELLIP H (02/10/07)  325.980  (m)                       GP(2002.00)    
 QM0814  NAD 83(1997)-  45 20 48.53860(N)    088 24 30.90656(W) AD(       ) 1
 QM0814  ELLIP H (06/17/02)  325.987  (m)                       GP(       ) 3 2
 QM0814  NAD 83(1991)-  45 20 48.53862(N)    088 24 30.90566(W) AD(       ) 1
 QM0814  ELLIP H (10/12/93)  325.953  (m)                       GP(       ) 3 2
 QM0814  NGVD 29 (10/12/93)  361.2    (m)  GEOID93  model used  GPS OBS        
 QM0814
 QM0814.Superseded values are not recommended for survey control.
 QM0814
 QM0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0814.See file dsdata.pdf to determine how the superseded data were derived.
 QM0814
 QM0814_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0814_SETTING: 0 = UNSPECIFIED SETTING
 QM0814_STAMPING: 3317E07S GPS 0011 1991 USDA F.S.
 QM0814_MARK LOGO: USFS
 QM0814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0814+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QM0814
 QM0814  HISTORY     - Date     Condition        Report By
 QM0814  HISTORY     - 1991     MONUMENTED       USFS
 QM0814
 QM0814                          STATION DESCRIPTION
 QM0814
 QM0814'DESCRIBED BY US FOREST SERVICE 1991
 QM0814'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0814'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0814'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0814'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0814'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0814'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0814'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0814'HIGHWAY 32 AND COUNTY HIGHWAY F IN LAKEWOOD, WISCONSIN.  THEN
 QM0814'PROCEED EASTERLY AND NORTHERLY ALONG COUNTY HIGHWAY F, 5.65 MILES
 QM0814'(9.09 KM) TO FOREST SERVICE ROAD 2235 (WAUBEE LAKE DRIVE).  THEN
 QM0814'PROCEED EASTERLY ALONG FOREST SERVICE ROAD 2235 (WAUBEE LAKE DRIVE)
 QM0814'2.4 MILES (3.9 KM) TO THE STATION WHICH IS 33 FEET (10.1 M) SOUTH OF
 QM0814'THE CENTERLINE OF FOREST SERVICE ROAD 2235 (WAUBEE LAKE DRIVE).
 QM0814'THERE IS A STEEL SIGN POST 1.72 FEET (0.52 M) WEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8280 ***********************************************************************
 DP8280  DESIGNATION -  333119
 DP8280  PID         -  DP8280
 DP8280  STATE/COUNTY-  WI/MARINETTE
 DP8280  COUNTRY     -  US
 DP8280  USGS QUAD   -  KELLY LAKE (2018)
 DP8280
 DP8280                         *CURRENT SURVEY CONTROL
 DP8280  ______________________________________________________________________
 DP8280* NAD 83(1986) POSITION- 45 07 03.6    (N) 088 07 37.6    (W)   HD_HELD2
 DP8280* NAVD 88 ORTHO HEIGHT -   233.909 (meters)      767.42  (feet) ADJUSTED
 DP8280  ______________________________________________________________________
 DP8280  GEOID HEIGHT    -        -36.166 (meters)                     GEOID18
 DP8280  DYNAMIC HEIGHT  -        233.887 (meters)      767.34  (feet) COMP
 DP8280  MODELED GRAVITY -    980,517.8   (mgal)                       NAVD 88
 DP8280
 DP8280  VERT ORDER      -  SECOND    CLASS I
 DP8280
 DP8280.The horizontal coordinates were established by autonomous hand held GPS
 DP8280.observations and have an estimated accuracy of +/- 10 meters.
 DP8280
 DP8280.The orthometric height was determined by differential leveling and
 DP8280.adjusted by the NATIONAL GEODETIC SURVEY
 DP8280.in February 2017.
 DP8280
 DP8280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8280.GEOID18 height accuracy estimate available here.
 DP8280
 DP8280.Click photographs - Photos may exist for this station.
 DP8280
 DP8280.The dynamic height is computed by dividing the NAVD 88
 DP8280.geopotential number by the normal gravity value computed on the
 DP8280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8280.degrees latitude (g = 980.6199 gals.).
 DP8280
 DP8280.The modeled gravity was interpolated from observed gravity values.
 DP8280
 DP8280;                    North         East    Units  Estimated Accuracy
 DP8280;SPC WI C     -   144,414.      747,348.      MT  (+/- 10 meters HH2 GPS)
 DP8280
 DP8280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1134896639(NAD 83)
 DP8280
 DP8280                          SUPERSEDED SURVEY CONTROL
 DP8280
 DP8280.No superseded survey control is available for this station.
 DP8280
 DP8280_MARKER: DD = SURVEY DISK
 DP8280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8280_STAMPING: 333119 2000
 DP8280_MARK LOGO: WIDT
 DP8280_PROJECTION: FLUSH
 DP8280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8280+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2014
 DP8280
 DP8280  HISTORY     - Date     Condition        Report By
 DP8280  HISTORY     - 2000     MONUMENTED       WI-075
 DP8280  HISTORY     - 20140922 GOOD             WIDT
 DP8280
 DP8280                          STATION DESCRIPTION
 DP8280
 DP8280'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8280'HE STATION IS APPROXIMATELY 17.4 MI (28.0 KM) EAST-SOUTHEAST OF
 DP8280'MOUNTAIN, 10.0 MI (16.1 KM) SOUTHWEST OF CRIVITZ AND 4.8 MI (7.7 KM)
 DP8280'NORTHWEST OF POUND.
 DP8280'
 DP8280'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE
 DP8280'HIGHWAY 64 ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF COLEMAN, GO
 DP8280'WEST ON STATE HIGHWAY 64 FOR 4.7 MI (7.6 KM) TO 39TH ROAD ON THE
 DP8280'RIGHT.  TURN RIGHT AND GO NORTH ON 39TH ROAD FOR 0.5 MI (0.8 KM) TO
 DP8280'THE STATION ON THE LEFT.
 DP8280'
 DP8280'THE STATION IS 7.9 M (25.9 FT) WEST OF THE CENTERLINE OF 39TH ROAD,
 DP8280'42.3 M (138.8 FT) SOUTHWEST OF A POWER POLE -28-, 26.6 M (87.3 FT)
 DP8280'SOUTH OF A STEEL RIGHT-OF-WAY POST, 17.7 M (58.1 FT) WEST OF A UTILITY
 DP8280'JUNCTION BOX -340450- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DP8280'BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8280'
 DP8280'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8280'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8280'GPS NETWORK GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DP8280'(16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0330 ***********************************************************************
 PN0330  DESIGNATION -  334 R
 PN0330  PID         -  PN0330
 PN0330  STATE/COUNTY-  WI/SHAWANO
 PN0330  COUNTRY     -  US
 PN0330  USGS QUAD   -  SHAWANO (2018)
 PN0330
 PN0330                         *CURRENT SURVEY CONTROL
 PN0330  ______________________________________________________________________
 PN0330* NAD 83(1986) POSITION- 44 46 55.     (N) 088 37 13.     (W)   SCALED
 PN0330* NAVD 88 ORTHO HEIGHT -   248.401 (meters)      814.96  (feet) ADJUSTED
 PN0330  ______________________________________________________________________
 PN0330  GEOID HEIGHT    -        -36.235 (meters)                     GEOID18
 PN0330  DYNAMIC HEIGHT  -        248.369 (meters)      814.86  (feet) COMP
 PN0330  MODELED GRAVITY -    980,483.0   (mgal)                       NAVD 88
 PN0330
 PN0330  VERT ORDER      -  SECOND    CLASS 0
 PN0330
 PN0330.The horizontal coordinates were scaled from a map and have
 PN0330.an estimated accuracy of +/- 6 seconds.
 PN0330
 PN0330.The orthometric height was determined by differential leveling and
 PN0330.adjusted by the NATIONAL GEODETIC SURVEY
 PN0330.in June 1991.
 PN0330
 PN0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0330.GEOID18 height accuracy estimate available here.
 PN0330
 PN0330.Click photographs - Photos may exist for this station.
 PN0330
 PN0330.The dynamic height is computed by dividing the NAVD 88
 PN0330.geopotential number by the normal gravity value computed on the
 PN0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0330.degrees latitude (g = 980.6199 gals.).
 PN0330
 PN0330.The modeled gravity was interpolated from observed gravity values.
 PN0330
 PN0330;                    North         East    Units  Estimated Accuracy
 PN0330;SPC WI C     -   106,340.      709,190.      MT  (+/- 180 meters Scaled)
 PN0330
 PN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ718600(NAD 83)
 PN0330
 PN0330                          SUPERSEDED SURVEY CONTROL
 PN0330
 PN0330  NGVD 29 (??/??/92)  248.429  (m)          815.05   (f) ADJ UNCH    2 0
 PN0330
 PN0330.Superseded values are not recommended for survey control.
 PN0330
 PN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0330.See file dsdata.pdf to determine how the superseded data were derived.
 PN0330
 PN0330_MARKER: X = CHISELED CROSS
 PN0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0330_SP_SET: BRIDGE SIDEWALK
 PN0330_MARK LOGO: USACE
 PN0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0330
 PN0330  HISTORY     - Date     Condition        Report By
 PN0330  HISTORY     - UNK      MONUMENTED       USACE
 PN0330  HISTORY     - 1934     GOOD             CGS
 PN0330  HISTORY     - 20020727 MARK NOT FOUND   GEOCAC
 PN0330
 PN0330                          STATION DESCRIPTION
 PN0330
 PN0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0330'IN SHAWANO.
 PN0330'IN CENTER OF SIDEWALK, 2 IN E. OF CENTERLINE OF FIRST PIER FROM
 PN0330'W. END OF GREEN BAY ST. (WIS. HIGHWAY 29) BRIDGE OVER WOLF RIVER.
 PN0330
 PN0330                          STATION RECOVERY (2002)
 PN0330
 PN0330'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 PN0330'NEW BRIDGE DECK ADDED IN LAST COUPLE OF YEARS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5186 ***********************************************************************
 DK5186  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5186  DESIGNATION -  34 PRESTON GPS
 DK5186  PID         -  DK5186
 DK5186  STATE/COUNTY-  WI/TREMPEALEAU
 DK5186  COUNTRY     -  US
 DK5186  USGS QUAD   -  BLAIR (2018)
 DK5186
 DK5186                         *CURRENT SURVEY CONTROL
 DK5186  ______________________________________________________________________
 DK5186* NAD 83(2011) POSITION- 44 15 23.60592(N) 091 10 34.62230(W)   ADJUSTED
 DK5186* NAD 83(2011) ELLIP HT-   299.968 (meters)        (06/27/12)   ADJUSTED
 DK5186* NAD 83(2011) EPOCH   -  2010.00
 DK5186* NAVD 88 ORTHO HEIGHT -   331.81  (meters)     1088.6   (feet) GPS OBS
 DK5186  ______________________________________________________________________
 DK5186  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5186  GEOID HEIGHT    -        -31.836 (meters)                     GEOID12A
 DK5186  GEOID HEIGHT    -        -31.831 (meters)                     GEOID18
 DK5186  NAD 83(2011) X  -    -93,935.577 (meters)                     COMP
 DK5186  NAD 83(2011) Y  - -4,574,878.243 (meters)                     COMP
 DK5186  NAD 83(2011) Z  -  4,428,762.974 (meters)                     COMP
 DK5186  LAPLACE CORR    -         -9.22  (seconds)                    DEFLEC18
 DK5186
 DK5186  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5186  Standards:
 DK5186         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5186            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5186  -------------------------------------------------------------------
 DK5186  NETWORK    0.30   0.29           0.13   0.11   0.15      0.07104343
 DK5186  -------------------------------------------------------------------
 DK5186  Click here for local accuracies and other accuracy information.
 DK5186
 DK5186.The horizontal coordinates were established by GPS observations
 DK5186.and adjusted by the National Geodetic Survey in June 2012.
 DK5186
 DK5186.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5186.been affixed to the stable North American tectonic plate. See 
 DK5186.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5186
 DK5186.The horizontal coordinates are valid at the epoch date displayed above
 DK5186.which is a decimal equivalence of Year/Month/Day.
 DK5186
 DK5186.The orthometric height was determined by GPS observations and a
 DK5186.high-resolution geoid model using precise GPS observation and
 DK5186.processing techniques.
 DK5186
 DK5186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5186.GEOID18 height accuracy estimate available here.
 DK5186
 DK5186.Click photographs - Photos may exist for this station.
 DK5186
 DK5186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5186
 DK5186.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5186
 DK5186.The ellipsoidal height was determined by GPS observations
 DK5186.and is referenced to NAD 83.
 DK5186
 DK5186. The following values were computed from the NAD 83(2011) position.
 DK5186
 DK5186;                    North         East     Units Scale Factor Converg.
 DK5186;SPC WI C     -    47,708.304   506,065.635   MT  0.99999877   -0 49 47.9
 DK5186;SPC WI C     -   156,522.99  1,660,317.00   sFT  0.99999877   -0 49 47.9
 DK5186;UTM  15      - 4,901,985.945   645,583.961   MT  0.99986066   +1 16 22.6
 DK5186
 DK5186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5186!SPC WI C     -   0.99995297  x   0.99999877  =   0.99995174
 DK5186!UTM  15      -   0.99995297  x   0.99986066  =   0.99981363
 DK5186
 DK5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4558301985(NAD 83)
 DK5186
 DK5186                          SUPERSEDED SURVEY CONTROL
 DK5186
 DK5186  NAD 83(2007)-  44 15 23.60603(N)    091 10 34.62315(W) AD(2002.00) 1
 DK5186  ELLIP H (07/29/08)  300.001  (m)                       GP(2002.00) 3 1
 DK5186  NAVD 88 (07/29/08)  331.80   (m)  GEOID03  model used  GPS OBS        
 DK5186
 DK5186.Superseded values are not recommended for survey control.
 DK5186
 DK5186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5186.See file dsdata.pdf to determine how the superseded data were derived.
 DK5186
 DK5186_MARKER: DD = SURVEY DISK
 DK5186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5186_STAMPING: 34 PRESTON GPS 1995
 DK5186_MARK LOGO: WI-121
 DK5186_PROJECTION: FLUSH
 DK5186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK5186+STABILITY: SURFACE MOTION
 DK5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5186+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2022
 DK5186
 DK5186  HISTORY     - Date     Condition        Report By
 DK5186  HISTORY     - 1995     MONUMENTED       WI-121
 DK5186  HISTORY     - 20061024 GOOD             WIDT
 DK5186  HISTORY     - 20111003 GOOD             WIDT
 DK5186  HISTORY     - 20220706 GOOD             WI-053
 DK5186
 DK5186                          STATION DESCRIPTION
 DK5186
 DK5186'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5186'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DK5186'HIGHWAY S ABOUT 5 MI (8.0 KM) NORTHEAST OF THE VILLAGE OF ETTRICK, GO
 DK5186'NORTHERLY ON COUNTY HIGHWAY S FOR 3.85 MI (6.2 KM) TO BLOM ROAD ON THE
 DK5186'RIGHT, TURN RIGHT AND GO EAST ON BLOM ROAD FOR 1.0 MI (1.6 KM) TO
 DK5186'TAPPEN COULEE ROAD AND THE STATION ON THE LEFT.  THE STATION IS A
 DK5186'BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP
 DK5186'OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5186'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.4 M
 DK5186'(21.0 FT) NORTH OF THE CENTERLINE OF BLOM ROAD, 24.5 M (80.4 FT) WEST
 DK5186'OF THE CENTERLINE OF TAPPEN COULEE ROAD, 23.4 M (76.8 FT)
 DK5186'WEST-NORTHWEST OF A WOOD POST FOR A --STOP-- SIGN, AND 1.0 M (3.3 FT)
 DK5186'WEST, NORTHEAST, AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5186'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5186'THAN 15 DEGREES ABOVE THE HORIZON.
 DK5186
 DK5186                          STATION RECOVERY (2011)
 DK5186
 DK5186'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5186'RECOVERED IN GOOD CONDITION.
 DK5186
 DK5186                          STATION RECOVERY (2022)
 DK5186
 DK5186'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2022 (CB)
 DK5186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0823 ***********************************************************************
 QM0823  DESIGNATION -  3414E19S GPS 0012
 QM0823  PID         -  QM0823
 QM0823  STATE/COUNTY-  WI/FOREST
 QM0823  COUNTRY     -  US
 QM0823  USGS QUAD   -  ROBERTS LAKE (2018)
 QM0823
 QM0823                         *CURRENT SURVEY CONTROL
 QM0823  ______________________________________________________________________
 QM0823* NAD 83(2011) POSITION- 45 25 13.04030(N) 088 46 55.13488(W)   ADJUSTED
 QM0823* NAD 83(2011) ELLIP HT-   444.309 (meters)        (06/27/12)   ADJUSTED
 QM0823* NAD 83(2011) EPOCH   -  2010.00
 QM0823* NAVD 88 ORTHO HEIGHT -   478.6   (meters)     1570.    (feet) VERTCON3
 QM0823  ______________________________________________________________________
 QM0823  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 QM0823  NAD 83(2011) X  -     95,331.620 (meters)                     COMP
 QM0823  NAD 83(2011) Y  - -4,483,740.176 (meters)                     COMP
 QM0823  NAD 83(2011) Z  -  4,520,571.826 (meters)                     COMP
 QM0823  LAPLACE CORR    -         -6.27  (seconds)                    DEFLEC18
 QM0823
 QM0823  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0823  Standards:
 QM0823         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0823            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0823  -------------------------------------------------------------------
 QM0823  NETWORK    1.33   2.49           0.59   0.48   1.27      0.17577342
 QM0823  -------------------------------------------------------------------
 QM0823  Click here for local accuracies and other accuracy information.
 QM0823
 QM0823.The horizontal coordinates were established by GPS observations
 QM0823.and adjusted by the National Geodetic Survey in June 2012.
 QM0823
 QM0823.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0823.been affixed to the stable North American tectonic plate. See 
 QM0823.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0823
 QM0823.The horizontal coordinates are valid at the epoch date displayed above
 QM0823.which is a decimal equivalence of Year/Month/Day.
 QM0823
 QM0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0823
 QM0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0823.GEOID18 height accuracy estimate available here.
 QM0823
 QM0823.Click photographs - Photos may exist for this station.
 QM0823
 QM0823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0823
 QM0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0823
 QM0823.The ellipsoidal height was determined by GPS observations
 QM0823.and is referenced to NAD 83.
 QM0823
 QM0823. The following values were computed from the NAD 83(2011) position.
 QM0823
 QM0823;                    North         East     Units Scale Factor Converg.
 QM0823;SPC WI N     -    28,919.665   695,331.274   MT  1.00002979   +0 52 43.1
 QM0823;SPC WI N     -    94,880.60  2,281,266.02   sFT  1.00002979   +0 52 43.1
 QM0823;SPC WI C     -   177,061.370   695,327.242   MT  0.99998579   +0 51 33.9
 QM0823;SPC WI C     -   580,908.84  2,281,252.79   sFT  0.99998579   +0 51 33.9
 QM0823;UTM  16      - 5,031,185.383   360,583.441   MT  0.99983898   -1 16 10.1
 QM0823
 QM0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0823!SPC WI N     -   0.99993035  x   1.00002979  =   0.99996013
 QM0823!SPC WI C     -   0.99993035  x   0.99998579  =   0.99991614
 QM0823!UTM  16      -   0.99993035  x   0.99983898  =   0.99976934
 QM0823
 QM0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6058331185(NAD 83)
 QM0823
 QM0823                          SUPERSEDED SURVEY CONTROL
 QM0823
 QM0823  NAD 83(2007)-  45 25 13.04041(N)    088 46 55.13575(W) AD(2002.00) 0
 QM0823  ELLIP H (02/10/07)  444.343  (m)                       GP(2002.00)    
 QM0823  NAD 83(1997)-  45 25 13.04043(N)    088 46 55.13619(W) AD(       ) 1
 QM0823  ELLIP H (06/17/02)  444.348  (m)                       GP(       ) 3 2
 QM0823  NAD 83(1991)-  45 25 13.04045(N)    088 46 55.13500(W) AD(       ) 1
 QM0823  ELLIP H (10/12/93)  444.317  (m)                       GP(       ) 3 2
 QM0823  NGVD 29 (10/12/93)  478.6    (m)  GEOID93  model used  GPS OBS        
 QM0823
 QM0823.Superseded values are not recommended for survey control.
 QM0823
 QM0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0823.See file dsdata.pdf to determine how the superseded data were derived.
 QM0823
 QM0823_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0823_SETTING: 0 = UNSPECIFIED SETTING
 QM0823_STAMPING: 3414E19S GPS 0012 1991 USDA F.S.
 QM0823_MARK LOGO: USFS
 QM0823_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0823+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QM0823
 QM0823  HISTORY     - Date     Condition        Report By
 QM0823  HISTORY     - 1991     MONUMENTED       USFS
 QM0823
 QM0823                          STATION DESCRIPTION
 QM0823
 QM0823'DESCRIBED BY US FOREST SERVICE 1991
 QM0823'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0823'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0823'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0823'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0823'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0823'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0823'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0823'HIGHWAY 32 AND COUNTY HIGHWAY H IN WABENO, WISCONSIN.  PROCEED
 QM0823'WESTERLY ALONG STATE HIGHWAY 32 ABOUT 1.3 MILES (2.1 KM) TO THE
 QM0823'INTERSECTION OF STATE HIGHWAYS 32 AND 52.  THEN PROCEED WESTERLY
 QM0823'ALONG STATE HIGHWAY 52, 2.7 MILES (4.3 KM) TO THE INTERSECTION OF
 QM0823'COUNTY HIGHWAY W. THEN PROCEEDING ALONG COUNTY HIGHWAY W, 3.7
 QM0823'MILES (6.0 KM) TO THE INTERSECTION OF FOREST SERVICE ROAD 2647 (MAC
 QM0823'ARTHUR TRAIL).  PROCEED SOUTHERLY ALONG FOREST SERVICE ROAD 2647 (MAC
 QM0823'ARTHUR TRAIL) 3.1 MILES (5.0 KM) TO THE INTERSECTION OF A WOODS ROAD
 QM0823'THAT RUNS SOUTHWESTERLY.  THE NORTH SHORE DRIVE ROAD FOR LITTLE LONG
 QM0823'LAKE IS ACROSS FROM THE WOODS ROAD. THE STATION IS 200 FEET (61.0 M)
 QM0823'SOUTH OF THE INTERSECTION OF FOREST SERVICE ROAD 2647 (MAC ARTHUR
 QM0823'TRAIL) AND THE WOODS ROAD.  THERE IS A STEEL SIGN POST 1.32 FEET
 QM0823'(0.40 M) NORTHEAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0822 ***********************************************************************
 QM0822  DESIGNATION -  3416E15S GPS 0014
 QM0822  PID         -  QM0822
 QM0822  STATE/COUNTY-  WI/FOREST
 QM0822  COUNTRY     -  US
 QM0822  USGS QUAD   -  MCCASLIN MOUNTAIN (2018)
 QM0822
 QM0822                         *CURRENT SURVEY CONTROL
 QM0822  ______________________________________________________________________
 QM0822* NAD 83(2011) POSITION- 45 25 17.33563(N) 088 28 03.81439(W)   ADJUSTED
 QM0822* NAD 83(2011) ELLIP HT-   366.668 (meters)        (06/27/12)   ADJUSTED
 QM0822* NAD 83(2011) EPOCH   -  2010.00
 QM0822* NAVD 88 ORTHO HEIGHT -   401.6   (meters)     1318.    (feet) VERTCON3
 QM0822  ______________________________________________________________________
 QM0822  GEOID HEIGHT    -        -34.938 (meters)                     GEOID18
 QM0822  NAD 83(2011) X  -    119,918.482 (meters)                     COMP
 QM0822  NAD 83(2011) Y  - -4,483,000.960 (meters)                     COMP
 QM0822  NAD 83(2011) Z  -  4,520,609.605 (meters)                     COMP
 QM0822  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 QM0822
 QM0822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0822  Standards:
 QM0822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0822  -------------------------------------------------------------------
 QM0822  NETWORK    2.33   3.45           0.96   0.86   1.76      0.55131777
 QM0822  -------------------------------------------------------------------
 QM0822  Click here for local accuracies and other accuracy information.
 QM0822
 QM0822.The horizontal coordinates were established by GPS observations
 QM0822.and adjusted by the National Geodetic Survey in June 2012.
 QM0822
 QM0822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0822.been affixed to the stable North American tectonic plate. See 
 QM0822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0822
 QM0822.The horizontal coordinates are valid at the epoch date displayed above
 QM0822.which is a decimal equivalence of Year/Month/Day.
 QM0822
 QM0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0822
 QM0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0822.GEOID18 height accuracy estimate available here.
 QM0822
 QM0822.Click photographs - Photos may exist for this station.
 QM0822
 QM0822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0822
 QM0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0822
 QM0822.The ellipsoidal height was determined by GPS observations
 QM0822.and is referenced to NAD 83.
 QM0822
 QM0822. The following values were computed from the NAD 83(2011) position.
 QM0822
 QM0822;                    North         East     Units Scale Factor Converg.
 QM0822;SPC WI N     -    29,478.089   719,921.996   MT  1.00002952   +1 06 19.2
 QM0822;SPC WI N     -    96,712.70  2,361,944.08   sFT  1.00002952   +1 06 19.2
 QM0822;UTM  16      - 5,030,821.172   385,172.140   MT  0.99976212   -1 02 44.0
 QM0822
 QM0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0822!SPC WI N     -   0.99994252  x   1.00002952  =   0.99997204
 QM0822!UTM  16      -   0.99994252  x   0.99976212  =   0.99970465
 QM0822
 QM0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8517230821(NAD 83)
 QM0822
 QM0822                          SUPERSEDED SURVEY CONTROL
 QM0822
 QM0822  NAD 83(2007)-  45 25 17.33576(N)    088 28 03.81523(W) AD(2002.00) 0
 QM0822  ELLIP H (02/10/07)  366.702  (m)                       GP(2002.00)    
 QM0822  NAD 83(1997)-  45 25 17.33583(N)    088 28 03.81549(W) AD(       ) 1
 QM0822  ELLIP H (06/17/02)  366.705  (m)                       GP(       ) 3 2
 QM0822  NAD 83(1991)-  45 25 17.33580(N)    088 28 03.81449(W) AD(       ) 1
 QM0822  ELLIP H (10/12/93)  366.674  (m)                       GP(       ) 3 2
 QM0822  NGVD 29 (10/12/93)  401.6    (m)  GEOID93  model used  GPS OBS        
 QM0822
 QM0822.Superseded values are not recommended for survey control.
 QM0822
 QM0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0822.See file dsdata.pdf to determine how the superseded data were derived.
 QM0822
 QM0822_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0822_SETTING: 0 = UNSPECIFIED SETTING
 QM0822_STAMPING: 3416E15S GPS 0014 1991 USDA F.S.
 QM0822_MARK LOGO: USFS
 QM0822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0822+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QM0822
 QM0822  HISTORY     - Date     Condition        Report By
 QM0822  HISTORY     - 1991     MONUMENTED       USFS
 QM0822
 QM0822                          STATION DESCRIPTION
 QM0822
 QM0822'DESCRIBED BY US FOREST SERVICE 1991
 QM0822'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0822'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0822'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0822'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0822'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0822'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0822'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0822'HIGHWAY 32 AND COUNTY HIGHWAY C IN WABENO, WISCONSIN. PROCEED
 QM0822'EASTERLY ALONG COUNTY HIGHWAY C, 9.3 MILES (15.0 KM) TO THE
 QM0822'INTERSECTION OF COUNTY HIGHWAY C AND FOREST SERVICE ROAD 2141.  THE
 QM0822'STATION IS 300 FEET (91.4 M) NORTH OF THE CENTERLINE OF COUNTY
 QM0822'HIGHWAY C AND 20 FEET (6.1 M) WEST OF THE CENTERLINE OF FOREST
 QM0822'SERVICE ROAD 2141.  THERE IS A STEEL SIGN POST 1.45 FEET (0.44 M)
 QM0822'EAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2446 ***********************************************************************
 DQ2446  DESIGNATION -  343121
 DQ2446  PID         -  DQ2446
 DQ2446  STATE/COUNTY-  WI/MARINETTE
 DQ2446  COUNTRY     -  US
 DQ2446  USGS QUAD   -  PORTERFIELD SW (2018)
 DQ2446
 DQ2446                         *CURRENT SURVEY CONTROL
 DQ2446  ______________________________________________________________________
 DQ2446* NAD 83(1986) POSITION- 45 06 25.13   (N) 087 52 50.61   (W)   HD_HELD1
 DQ2446* NAVD 88 ORTHO HEIGHT -   224.592 (meters)      736.85  (feet) ADJUSTED
 DQ2446  ______________________________________________________________________
 DQ2446  GEOID HEIGHT    -        -36.473 (meters)                     GEOID18
 DQ2446  DYNAMIC HEIGHT  -        224.574 (meters)      736.79  (feet) COMP
 DQ2446  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 DQ2446
 DQ2446  VERT ORDER      -  SECOND    CLASS I
 DQ2446
 DQ2446.The horizontal coordinates were determined by differentially corrected
 DQ2446.hand held GPS observations or other comparable positioning techniques
 DQ2446.and have an estimated accuracy of +/- 3 meters.
 DQ2446
 DQ2446.The orthometric height was determined by differential leveling and
 DQ2446.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2446.in February 2017.
 DQ2446
 DQ2446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2446.GEOID18 height accuracy estimate available here.
 DQ2446
 DQ2446.Click photographs - Photos may exist for this station.
 DQ2446
 DQ2446.The dynamic height is computed by dividing the NAVD 88
 DQ2446.geopotential number by the normal gravity value computed on the
 DQ2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2446.degrees latitude (g = 980.6199 gals.).
 DQ2446
 DQ2446.The modeled gravity was interpolated from observed gravity values.
 DQ2446
 DQ2446;                    North         East    Units  Estimated Accuracy
 DQ2446;SPC WI C     -   143,703.7     766,759.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2446
 DQ2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3071495211(NAD 83)
 DQ2446
 DQ2446                          SUPERSEDED SURVEY CONTROL
 DQ2446
 DQ2446.No superseded survey control is available for this station.
 DQ2446
 DQ2446_MARKER: DD = SURVEY DISK
 DQ2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2446_STAMPING: 343121 2000
 DQ2446_MARK LOGO: WI-075
 DQ2446_PROJECTION: FLUSH
 DQ2446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2446+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2015
 DQ2446
 DQ2446  HISTORY     - Date     Condition        Report By
 DQ2446  HISTORY     - 2000     MONUMENTED       WI-075
 DQ2446  HISTORY     - 20150818 GOOD             WIDT
 DQ2446
 DQ2446                          STATION DESCRIPTION
 DQ2446
 DQ2446'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2446'THE STATION IS 12 MI (19.3 KM) WEST OF MARINETTE, 10.5 MI (16.9 KM)
 DQ2446'SOUTHEAST OF CRIVITZ AND 8 MI (12.9 KM) EAST-NORTHEAST OF COLEMAN.
 DQ2446'
 DQ2446'TO REACH THE MARK AT THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DQ2446'HIGHWAY W, GO 7.5 MI (12.1 KM) NORTHWEST OF THE CITY OF PESHTIGO.
 DQ2446'
 DQ2446'THE STATION IS A BRONZE MARINETTE COUNTY GPS NETWORK GEODETIC CONTROL
 DQ2446'STATION DISK SET IN THE TOP OF A 40 CM (16 INCHES) DIAMETER CONCRETE
 DQ2446'POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE STATION IS 28.8 M (94.5
 DQ2446'FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 64, 52.2 M (171.3 FT)
 DQ2446'EAST OF THE CENTERLINE OF COUNTY HIGHWAY W, 50.8 M (166.7 FT)
 DQ2446'NORTHWEST OF A POWER POLE -3121 34L34-, 8.5 M (27.9 FT) NORTHEAST OF
 DQ2446'THE EDGE OF PAVEMENT FOR A PARK AND RIDE LOT AND LOCATED IN THE CENTER
 DQ2446'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2446'
 DQ2446'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH, EAST AND WEST
 DQ2446'OF THE STATION EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8324 ***********************************************************************
 DP8324  DESIGNATION -  343417
 DP8324  PID         -  DP8324
 DP8324  STATE/COUNTY-  WI/MARINETTE
 DP8324  COUNTRY     -  US
 DP8324  USGS QUAD   -  ROARING RAPIDS (2018)
 DP8324
 DP8324                         *CURRENT SURVEY CONTROL
 DP8324  ______________________________________________________________________
 DP8324* NAD 83(1986) POSITION- 45 23 06.9    (N) 088 21 32.5    (W)   HD_HELD2
 DP8324* NAVD 88 ORTHO HEIGHT -   369.181 (meters)     1211.22  (feet) ADJUSTED
 DP8324  ______________________________________________________________________
 DP8324  GEOID HEIGHT    -        -35.246 (meters)                     GEOID18
 DP8324  DYNAMIC HEIGHT  -        369.147 (meters)     1211.11  (feet) COMP
 DP8324  MODELED GRAVITY -    980,512.9   (mgal)                       NAVD 88
 DP8324
 DP8324  VERT ORDER      -  SECOND    CLASS I
 DP8324
 DP8324.The horizontal coordinates were established by autonomous hand held GPS
 DP8324.observations and have an estimated accuracy of +/- 10 meters.
 DP8324
 DP8324.The orthometric height was determined by differential leveling and
 DP8324.adjusted by the NATIONAL GEODETIC SURVEY
 DP8324.in February 2017.
 DP8324
 DP8324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8324.GEOID18 height accuracy estimate available here.
 DP8324
 DP8324.Click photographs - Photos may exist for this station.
 DP8324
 DP8324.The dynamic height is computed by dividing the NAVD 88
 DP8324.geopotential number by the normal gravity value computed on the
 DP8324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8324.degrees latitude (g = 980.6199 gals.).
 DP8324
 DP8324.The modeled gravity was interpolated from observed gravity values.
 DP8324
 DP8324;                    North         East    Units  Estimated Accuracy
 DP8324;SPC WI C     -   173,751.      728,504.      MT  (+/- 10 meters HH2 GPS)
 DP8324
 DP8324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9360826646(NAD 83)
 DP8324
 DP8324                          SUPERSEDED SURVEY CONTROL
 DP8324
 DP8324.No superseded survey control is available for this station.
 DP8324
 DP8324_MARKER: DD = SURVEY DISK
 DP8324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8324_STAMPING: 343417 2000
 DP8324_MARK LOGO: WI-075
 DP8324_PROJECTION: FLUSH
 DP8324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8324+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2014
 DP8324
 DP8324  HISTORY     - Date     Condition        Report By
 DP8324  HISTORY     - 2000     MONUMENTED       WI-075
 DP8324  HISTORY     - 20141104 GOOD             WIDT
 DP8324
 DP8324                          STATION DESCRIPTION
 DP8324
 DP8324'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8324'HE STATION IS APPROXIMATELY 20.0 M (65.6 FT) NORTHWEST OF CRIVITZ,
 DP8324'15.0 MI (24.1 KM) SOUTHEAST OF WABENO AND 9.9 MI (15.9 KM) NORTHEAST
 DP8324'OF LAKEWOOD.
 DP8324'
 DP8324'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DP8324'HIGHWAY F ABOUT 16 MI (25.7 KM) EAST OF THE COMMUNITY OF WABENO, GO
 DP8324'SOUTHWEST ON COUNTY HIGHWAY F FOR 1.15 MI (1.9 KM) TO HARVEYS LANE ON
 DP8324'THE RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY F FOR 0.05 MI (0.1 KM) TO
 DP8324'THE STATION ON THE RIGHT.
 DP8324'
 DP8324'THE STATION IS 11.0 M (36.1 FT) WEST OF THE CENTERLINE OF COUNTY
 DP8324'HIGHWAY F, ABOUT 110 M (360.9 FT) SOUTH OF HARVEYS LANE, 40.0 M (131.2
 DP8324'FT) NORTH OF WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DP8324'CONTROL STATION -SILVER CLIFF GPS-, 37.1 M (121.7 FT) SOUTHWEST OF A
 DP8324'POWER POLE -3417 34W21- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DP8324'BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8324'
 DP8324'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8324'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8324'GPS NETWORK CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP8324'DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8256 ***********************************************************************
 DP8256  DESIGNATION -  343719
 DP8256  PID         -  DP8256
 DP8256  STATE/COUNTY-  WI/MARINETTE
 DP8256  COUNTRY     -  US
 DP8256  USGS QUAD   -  DUNBAR NE (2018)
 DP8256
 DP8256                         *CURRENT SURVEY CONTROL
 DP8256  ______________________________________________________________________
 DP8256* NAD 83(2011) POSITION- 45 37 44.45810(N) 088 07 00.22451(W)   ADJUSTED
 DP8256* NAD 83(2011) ELLIP HT-   326.527 (meters)        (04/14/17)   ADJUSTED
 DP8256* NAD 83(2011) EPOCH   -  2010.00
 DP8256* NAVD 88 ORTHO HEIGHT -   361.559 (meters)     1186.21  (feet) ADJUSTED
 DP8256  ______________________________________________________________________
 DP8256  GEOID HEIGHT    -        -35.022 (meters)                     GEOID18
 DP8256  NAD 83(2011) X  -    146,837.334 (meters)                     COMP
 DP8256  NAD 83(2011) Y  - -4,465,703.331 (meters)                     COMP
 DP8256  NAD 83(2011) Z  -  4,536,741.582 (meters)                     COMP
 DP8256  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 DP8256  DYNAMIC HEIGHT  -        361.536 (meters)     1186.14  (feet) COMP
 DP8256  MODELED GRAVITY -    980,541.0   (mgal)                       NAVD 88
 DP8256
 DP8256  VERT ORDER      -  SECOND    CLASS I
 DP8256
 DP8256  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8256  Standards:
 DP8256         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8256            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8256  -------------------------------------------------------------------
 DP8256  NETWORK    0.75   1.04           0.35   0.24   0.53     -0.03408545
 DP8256  -------------------------------------------------------------------
 DP8256  Click here for local accuracies and other accuracy information.
 DP8256
 DP8256.The horizontal coordinates were established by GPS observations
 DP8256.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8256
 DP8256.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8256.been affixed to the stable North American tectonic plate. See 
 DP8256.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8256
 DP8256.The horizontal coordinates are valid at the epoch date displayed above
 DP8256.which is a decimal equivalence of Year/Month/Day.
 DP8256
 DP8256.The orthometric height was determined by differential leveling and
 DP8256.adjusted by the NATIONAL GEODETIC SURVEY
 DP8256.in February 2017.
 DP8256
 DP8256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8256.GEOID18 height accuracy estimate available here.
 DP8256
 DP8256.Click photographs - Photos may exist for this station.
 DP8256
 DP8256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8256
 DP8256.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8256
 DP8256.The ellipsoidal height was determined by GPS observations
 DP8256.and is referenced to NAD 83.
 DP8256
 DP8256.The dynamic height is computed by dividing the NAVD 88
 DP8256.geopotential number by the normal gravity value computed on the
 DP8256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8256.degrees latitude (g = 980.6199 gals.).
 DP8256
 DP8256.The modeled gravity was interpolated from observed gravity values.
 DP8256
 DP8256. The following values were computed from the NAD 83(2011) position.
 DP8256
 DP8256;                    North         East     Units Scale Factor Converg.
 DP8256;SPC WI C     -   201,247.814   746,847.091   MT  1.00002713   +1 19 43.7
 DP8256;SPC WI C     -   660,260.54  2,450,280.83   sFT  1.00002713   +1 19 43.7
 DP8256;UTM  16      - 5,053,436.409   412,953.126   MT  0.99969316   -0 47 53.9
 DP8256
 DP8256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8256!SPC WI C     -   0.99994881  x   1.00002713  =   0.99997594
 DP8256!UTM  16      -   0.99994881  x   0.99969316  =   0.99964199
 DP8256
 DP8256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1295353436(NAD 83)
 DP8256
 DP8256                          SUPERSEDED SURVEY CONTROL
 DP8256
 DP8256.No superseded survey control is available for this station.
 DP8256
 DP8256_MARKER: DD = SURVEY DISK
 DP8256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8256_STAMPING: 343719 2000
 DP8256_MARK LOGO: WI-075
 DP8256_PROJECTION: FLUSH
 DP8256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8256+STABILITY: SURFACE MOTION
 DP8256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8256+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2014
 DP8256
 DP8256  HISTORY     - Date     Condition        Report By
 DP8256  HISTORY     - 2000     MONUMENTED       WI-075
 DP8256  HISTORY     - 20140912 GOOD             WIDT
 DP8256
 DP8256                          STATION DESCRIPTION
 DP8256
 DP8256'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8256'HE STATION IS APPROXIMATELY 11.4 MI (18.3 KM) SOUTHWEST OF NIAGARA,
 DP8256'6.1 MI (9.8 KM) WEST OF PEMBINE, 3.0 MI (4.8 KM) SOUTHEAST OF DUNBAR.
 DP8256'
 DP8256'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH US HIGHWAY
 DP8256'141 JUST SOUTH OF THE COMMUNITY OF PEMBINE, GO WEST ON US HIGHWAY 8
 DP8256'FOR 5.7 MI (9.2 KM) TO LILY LAKE ROAD ON THE LEFT.  CONTINUE WEST ON
 DP8256'US HIGHWAY 8 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DP8256'
 DP8256'THE STATION IS 11.0 M (36.1 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8256'8, 165 M (541.3 FT) EAST OF 3 MILE ROAD, 20.9 M (68.6 FT)
 DP8256'NORTHWEST OF A -LILY LAKE RD- SIGN, 16.6 M (54.5 FT) WEST-SOUTHWEST OF
 DP8256'A POWER POLE AND LOCATED BETWEEN TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DP8256'
 DP8256'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8256'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8256'GPS NETWORK CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP8256'DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4970 ***********************************************************************
 DQ4970  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4970  DESIGNATION -  343821
 DQ4970  PID         -  DQ4970
 DQ4970  STATE/COUNTY-  WI/MARINETTE
 DQ4970  COUNTRY     -  US
 DQ4970  USGS QUAD   -  FAITHORN (2017)
 DQ4970
 DQ4970                         *CURRENT SURVEY CONTROL
 DQ4970  ______________________________________________________________________
 DQ4970* NAD 83(2011) POSITION- 45 43 03.19164(N) 087 51 20.55313(W)   ADJUSTED
 DQ4970* NAD 83(2011) ELLIP HT-   263.702 (meters)        (04/14/17)   ADJUSTED
 DQ4970* NAD 83(2011) EPOCH   -  2010.00
 DQ4970* NAVD 88 ORTHO HEIGHT -   298.58  (meters)      979.6   (feet) GPS OBS
 DQ4970  ______________________________________________________________________
 DQ4970  GEOID HEIGHT    -        -34.867 (meters)                     GEOID18
 DQ4970  NAD 83(2011) X  -    166,914.898 (meters)                     COMP
 DQ4970  NAD 83(2011) Y  - -4,457,909.255 (meters)                     COMP
 DQ4970  NAD 83(2011) Z  -  4,543,572.961 (meters)                     COMP
 DQ4970  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 DQ4970
 DQ4970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4970  Standards:
 DQ4970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4970  -------------------------------------------------------------------
 DQ4970  NETWORK    0.65   0.69           0.30   0.22   0.35     -0.16909464
 DQ4970  -------------------------------------------------------------------
 DQ4970  Click here for local accuracies and other accuracy information.
 DQ4970
 DQ4970.The horizontal coordinates were established by GPS observations
 DQ4970.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4970
 DQ4970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4970.been affixed to the stable North American tectonic plate. See 
 DQ4970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4970
 DQ4970.The horizontal coordinates are valid at the epoch date displayed above
 DQ4970.which is a decimal equivalence of Year/Month/Day.
 DQ4970
 DQ4970.The orthometric height was determined by GPS observations and a
 DQ4970.high-resolution geoid model using precise GPS observation and
 DQ4970.processing techniques.
 DQ4970
 DQ4970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4970.GEOID18 height accuracy estimate available here.
 DQ4970
 DQ4970.Click photographs - Photos may exist for this station.
 DQ4970
 DQ4970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4970
 DQ4970.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4970
 DQ4970.The ellipsoidal height was determined by GPS observations
 DQ4970.and is referenced to NAD 83.
 DQ4970
 DQ4970. The following values were computed from the NAD 83(2011) position.
 DQ4970
 DQ4970;                    North         East     Units Scale Factor Converg.
 DQ4970;SPC WI C     -   211,589.928   766,935.708   MT  1.00004871   +1 30 46.7
 DQ4970;SPC WI C     -   694,191.29  2,516,188.24   sFT  1.00004871   +1 30 46.7
 DQ4970;UTM  16      - 5,063,022.533   433,404.183   MT  0.99965452   -0 36 45.5
 DQ4970
 DQ4970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4970!SPC WI C     -   0.99995866  x   1.00004871  =   1.00000737
 DQ4970!UTM  16      -   0.99995866  x   0.99965452  =   0.99961319
 DQ4970
 DQ4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3340463022(NAD 83)
 DQ4970
 DQ4970                          SUPERSEDED SURVEY CONTROL
 DQ4970
 DQ4970.No superseded survey control is available for this station.
 DQ4970
 DQ4970_MARKER: DD = SURVEY DISK
 DQ4970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4970_STAMPING: 343821 2000
 DQ4970_MARK LOGO: WI-075
 DQ4970_PROJECTION: FLUSH
 DQ4970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4970+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4970
 DQ4970  HISTORY     - Date     Condition        Report By
 DQ4970  HISTORY     - 2000     MONUMENTED       WI-075
 DQ4970  HISTORY     - 20150201 GOOD             WIDT
 DQ4970
 DQ4970                          STATION DESCRIPTION
 DQ4970
 DQ4970'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4970'THE STATION IS APPROXIMATELY 8.7 MI (14.0 KM) NORTHEAST OF PEMBINE,
 DQ4970'7.6 MI (12.2 KM) SOUTHEAST OF NIAGARA, AND 5.3 MI (8.5 KM)
 DQ4970'SOUTH-SOUTHEAST OF NORWAY.
 DQ4970'
 DQ4970'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH US
 DQ4970'HIGHWAY 8 EAST ABOUT 2 MI (3.2 KM) SOUTHEAST OF THE CITY OF NIAGARA,
 DQ4970'GO EAST ON US HIGHWAY 8 FOR 1.3 MI (2.1 KM) TO CHAPMAN ROAD ON THE
 DQ4970'RIGHT.  TURN RIGHT AND WIND SOUTHEASTERLY ON CHAPMAN ROAD FOR
 DQ4970'APPROXIMATELY 5.3 MI (8.5 KM) TO A RIGHT CURVE IN THE ROAD WITH
 DQ4970'STURGEON DAM ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DQ4970'
 DQ4970'THE STATION IS A BRONZE MARINETTE COUNTY GPS NETWORK CONTROL STATION
 DQ4970'DISK SET IN THE TOP OF A CONCRETE POST, ABOUT 1 M (3.3 FT) LOWER THAN
 DQ4970'THE ROAD GRADE.  THE STATION IS 15.6 M (51.2 FT) SOUTHWEST OF THE
 DQ4970'CENTERLINE OF CHAPMAN ROAD, 12.0 M (39.4 FT) NORTHWEST OF THE EXTENDED
 DQ4970'CENTERLINE OF STURGEON DAM ROAD, 28.2 M (92.5 FT) WEST OF A -STURGEON
 DQ4970'DAM RD- SIGN, 2.2 M (7.2 FT) NORTH-NORTHWEST OF A FIBER OPTIC MARKER
 DQ4970'POST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE
 DQ4970'PLASTIC 4X4 GUARD POSTS.
 DQ4970'
 DQ4970'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4970'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTHWEST EXTENDING
 DQ4970'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5409 ***********************************************************************
 DH5409  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5409  DESIGNATION -  35 182W
 DH5409  PID         -  DH5409
 DH5409  STATE/COUNTY-  WI/MONROE
 DH5409  COUNTRY     -  US
 DH5409  USGS QUAD   -  TOMAH (2018)
 DH5409
 DH5409                         *CURRENT SURVEY CONTROL
 DH5409  ______________________________________________________________________
 DH5409* NAD 83(2011) POSITION- 43 59 10.29446(N) 090 35 15.82602(W)   ADJUSTED
 DH5409* NAD 83(2011) ELLIP HT-   335.426 (meters)        (06/27/12)   ADJUSTED
 DH5409* NAD 83(2011) EPOCH   -  2010.00
 DH5409* NAVD 88 ORTHO HEIGHT -   369.13  (meters)     1211.1   (feet) GPS OBS
 DH5409  ______________________________________________________________________
 DH5409  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5409  GEOID HEIGHT    -        -33.702 (meters)                     GEOID12A
 DH5409  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 DH5409  NAD 83(2011) X  -    -47,152.121 (meters)                     COMP
 DH5409  NAD 83(2011) Y  - -4,596,541.423 (meters)                     COMP
 DH5409  NAD 83(2011) Z  -  4,407,220.868 (meters)                     COMP
 DH5409  LAPLACE CORR    -         -5.85  (seconds)                    DEFLEC18
 DH5409
 DH5409  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5409  Standards:
 DH5409         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5409            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5409  -------------------------------------------------------------------
 DH5409  NETWORK    0.22   0.29           0.10   0.08   0.15      0.07754293
 DH5409  -------------------------------------------------------------------
 DH5409  Click here for local accuracies and other accuracy information.
 DH5409
 DH5409.The horizontal coordinates were established by GPS observations
 DH5409.and adjusted by the National Geodetic Survey in June 2012.
 DH5409
 DH5409.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5409.been affixed to the stable North American tectonic plate. See 
 DH5409.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5409
 DH5409.The horizontal coordinates are valid at the epoch date displayed above
 DH5409.which is a decimal equivalence of Year/Month/Day.
 DH5409
 DH5409.The orthometric height was determined by GPS observations and a
 DH5409.high-resolution geoid model using precise GPS observation and
 DH5409.processing techniques.
 DH5409
 DH5409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5409.GEOID18 height accuracy estimate available here.
 DH5409
 DH5409.Click photographs - Photos may exist for this station.
 DH5409
 DH5409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5409
 DH5409.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5409
 DH5409.The ellipsoidal height was determined by GPS observations
 DH5409.and is referenced to NAD 83.
 DH5409
 DH5409. The following values were computed from the NAD 83(2011) position.
 DH5409
 DH5409;                    North         East     Units Scale Factor Converg.
 DH5409;SPC WI S     -   220,819.131   552,850.642   MT  0.99998465   -0 24 13.8
 DH5409;SPC WI S     -   724,470.77  1,813,810.81   sFT  0.99998465   -0 24 13.8
 DH5409;UTM  15      - 4,873,168.321   693,448.601   MT  1.00006028   +1 40 32.9
 DH5409
 DH5409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5409!SPC WI S     -   0.99994741  x   0.99998465  =   0.99993206
 DH5409!UTM  15      -   0.99994741  x   1.00006028  =   1.00000768
 DH5409
 DH5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9344873168(NAD 83)
 DH5409
 DH5409                          SUPERSEDED SURVEY CONTROL
 DH5409
 DH5409  NAD 83(2007)-  43 59 10.29448(N)    090 35 15.82680(W) AD(2002.00) 0
 DH5409  ELLIP H (02/10/07)  335.462  (m)                       GP(2002.00)    
 DH5409  NAD 83(1997)-  43 59 10.29449(N)    090 35 15.82733(W) AD(       ) 1
 DH5409  ELLIP H (08/01/05)  335.455  (m)                       GP(       ) 2 1
 DH5409  NAVD 88 (07/26/07)  369.12   (m)  GEOID03  model used  GPS OBS        
 DH5409
 DH5409.Superseded values are not recommended for survey control.
 DH5409
 DH5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5409.See file dsdata.pdf to determine how the superseded data were derived.
 DH5409
 DH5409_MARKER: DD = SURVEY DISK
 DH5409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5409_STAMPING: 35-182W 1997
 DH5409_MARK LOGO: WI-081
 DH5409_PROJECTION: FLUSH
 DH5409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH5409+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH5409
 DH5409  HISTORY     - Date     Condition        Report By
 DH5409  HISTORY     - 1997     MONUMENTED       WI-081
 DH5409  HISTORY     - 20030303 GOOD             WIDT
 DH5409  HISTORY     - 20060927 GOOD             WIDT
 DH5409  HISTORY     - 20100914 GOOD             WIDT
 DH5409
 DH5409                          STATION DESCRIPTION
 DH5409
 DH5409'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5409'OWNERSHIP--TOWNSHIP OF GREENFIELD.  TO REACH THE STATION FROM THE
 DH5409'JUNCTION OF US  HIGHWAY 12 WITH STATE HIGHWAY 21 ABOUT 2.5 MILES NORTH
 DH5409'OF THE CITY OF TOMAH, GO WEST ON  STATE HIGHWAY 21 FOR 2.9 MILES TO
 DH5409'COUNTY HIGHWAY M ON THE LEFT, TURN LEFT AND GO  SOUTHWEST ON COUNTY
 DH5409'HIGHWAY M, FOLLOW COUNTY HIGHWAY M IN A SOUTHERLY DIRECTION  FOR 0.4
 DH5409'MILES TO FLAGSHIP AVENUE ON THE LEFT AND COUNTY HIGHWAY M ON THE
 DH5409'RIGHT.  TURN  RIGHT AND GO WEST ON COUNTY HIGHWAY M FOR 0.1 MILES TO
 DH5409'FLAG AVENUE, TURN LEFT AND GO  SOUTH ON COUNTY HIGHWAY M FOR 1.2 MILES
 DH5409'TO FLATIRON AVENUE ON THE RIGHT, TURN RIGHT  AND GO WEST ON FLATIRON
 DH5409'AVENUE FOR 0.5 MILES TO FLAMINGO ROAD ON THE RIGHT, CONTINUE
 DH5409'SOUTHWEST ON FLATIRON AVENUE 1.3 MILES TO THE STATION ON THE LEFT.
 DH5409'THE STATION IS A  BRONZE MONROE COUNTY GEODETIC CONTROL MARKER DISK
 DH5409'SET IN THE TOP OF A 40-CM  DIAMETER CONCRETE POST ABOUT 1 M ABOVE THE
 DH5409'ROAD PAVEMENT.  THE STATION IS 7.7 M EAST OF  THE CENTERLINE OF
 DH5409'FLATIRON AVENUE, 34.4 M NORTH-NORTHEAST OF A POWER POLE, 4 M WEST OF
 DH5409'A CULTIVATED FIELD, 1.0 M EAST, NORTHWEST, SOUTHWEST OF THREE ORANGE
 DH5409'4X4 PLASTIC  WITNESS POSTS AND 0.7 M WEST OF A WHITE PLASTIC WITNESS
 DH5409'POST.  ---NOTE---THIS STATION  HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5409'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5409
 DH5409                          STATION RECOVERY (2006)
 DH5409
 DH5409'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH5409'RECOVERED IN GOOD CONDITION.
 DH5409
 DH5409                          STATION RECOVERY (2010)
 DH5409
 DH5409'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5409'RECOVERED IN GOOD CONDITION.  NOTE---VISIBLE OBSTRUCTIONS AT THIS
 DH5409'STATION ARE TREES AS CLOSE AS 6 M TO THE SOUTH EXTENDING TO 60 DEGREES
 DH5409'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0326 ***********************************************************************
 NG0326  DESIGNATION -  35 422
 NG0326  PID         -  NG0326
 NG0326  STATE/COUNTY-  WI/RACINE
 NG0326  COUNTRY     -  US
 NG0326  USGS QUAD   -  FRANKSVILLE (2018)
 NG0326
 NG0326                         *CURRENT SURVEY CONTROL
 NG0326  ______________________________________________________________________
 NG0326* NAD 83(1986) POSITION- 42 48 52.4    (N) 087 54 53.0    (W)   HD_HELD2
 NG0326* NAVD 88 ORTHO HEIGHT -   219.666 (meters)      720.69  (feet) ADJUSTED
 NG0326  ______________________________________________________________________
 NG0326  GEOID HEIGHT    -        -34.820 (meters)                     GEOID18
 NG0326  DYNAMIC HEIGHT  -        219.603 (meters)      720.48  (feet) COMP
 NG0326  MODELED GRAVITY -    980,333.1   (mgal)                       NAVD 88
 NG0326
 NG0326  VERT ORDER      -  FIRST     CLASS 0
 NG0326
 NG0326.The horizontal coordinates were established by autonomous hand held GPS
 NG0326.observations and have an estimated accuracy of +/- 10 meters.
 NG0326
 NG0326.The orthometric height was determined by differential leveling and
 NG0326.adjusted by the NATIONAL GEODETIC SURVEY
 NG0326.in June 1991.
 NG0326
 NG0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0326.GEOID18 height accuracy estimate available here.
 NG0326
 NG0326.Click photographs - Photos may exist for this station.
 NG0326
 NG0326.The dynamic height is computed by dividing the NAVD 88
 NG0326.geopotential number by the normal gravity value computed on the
 NG0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0326.degrees latitude (g = 980.6199 gals.).
 NG0326
 NG0326.The modeled gravity was interpolated from observed gravity values.
 NG0326
 NG0326;                    North         East    Units  Estimated Accuracy
 NG0326;SPC WI S     -    92,622.      770,526.      MT  (+/- 10 meters HH2 GPS)
 NG0326
 NG0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2521840627(NAD 83)
 NG0326
 NG0326                          SUPERSEDED SURVEY CONTROL
 NG0326
 NG0326.No superseded survey control is available for this station.
 NG0326
 NG0326_MARKER: DD = SURVEY DISK
 NG0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0326_STAMPING: 35-422
 NG0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0326+STABILITY: SURFACE MOTION
 NG0326
 NG0326  HISTORY     - Date     Condition        Report By
 NG0326  HISTORY     - UNK      MONUMENTED       WI-101
 NG0326  HISTORY     - 1972     GOOD             NGS
 NG0326  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NG0326  HISTORY     - 20070414 MARK NOT FOUND   GEOCAC
 NG0326
 NG0326                          STATION DESCRIPTION
 NG0326
 NG0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0326'4.9 MI S FROM OAK CREEK.
 NG0326'ABOUT 4.9 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE
 NG0326'AT OAK CREEK, AT THE JUNCTION OF COUNTY ROADS G AND H, 25 FEET
 NG0326'NORTHWEST OF THE JUNCTION OF THE COUNTY ROADS AND A CONNECTING
 NG0326'ROAD TO THE HIGHWAY LEADING EASTERLY, 23.8 FEET WEST OF A SECTION
 NG0326'CORNER MARKER THAT IS LOCATED NEAR THE CENTER LINE OF THE ROAD,
 NG0326'36 1/2 FEET NORTHEAST OF THE CENTER OF A LARGE ROUND MANHOLE
 NG0326'COVER, 3 FEET NORTH OF THE EXTENDED CENTER LINE OF THE CONNECTING
 NG0326'ROAD, 1 FOOT BELOW THE LEVEL OF THE OF THE ROAD AND SET IN THE
 NG0326'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 NG0326'GROUND.  SEC 8, T4N, R22E.
 NG0326
 NG0326                          STATION RECOVERY (1990)
 NG0326
 NG0326'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0326'MARK NOT FOUND.
 NG0326
 NG0326                          STATION RECOVERY (2007)
 NG0326
 NG0326'RECOVERY NOTE BY GEOCACHING 2007 (CT)
 NG0326'(CT)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5185 ***********************************************************************
 DK5185  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5185  DESIGNATION -  35 ETTRICK N GPS
 DK5185  PID         -  DK5185
 DK5185  STATE/COUNTY-  WI/TREMPEALEAU
 DK5185  COUNTRY     -  US
 DK5185  USGS QUAD   -  HEGG (2018)
 DK5185
 DK5185                         *CURRENT SURVEY CONTROL
 DK5185  ______________________________________________________________________
 DK5185* NAD 83(2011) POSITION- 44 14 48.55829(N) 091 14 05.46250(W)   ADJUSTED
 DK5185* NAD 83(2011) ELLIP HT-   298.443 (meters)        (06/27/12)   ADJUSTED
 DK5185* NAD 83(2011) EPOCH   -  2010.00
 DK5185* NAVD 88 ORTHO HEIGHT -   330.08  (meters)     1082.9   (feet) GPS OBS
 DK5185  ______________________________________________________________________
 DK5185  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5185  GEOID HEIGHT    -        -31.633 (meters)                     GEOID12A
 DK5185  GEOID HEIGHT    -        -31.632 (meters)                     GEOID18
 DK5185  NAD 83(2011) X  -    -98,628.131 (meters)                     COMP
 DK5185  NAD 83(2011) Y  - -4,575,533.478 (meters)                     COMP
 DK5185  NAD 83(2011) Z  -  4,427,987.017 (meters)                     COMP
 DK5185  LAPLACE CORR    -         -8.21  (seconds)                    DEFLEC18
 DK5185
 DK5185  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5185  Standards:
 DK5185         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5185            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5185  -------------------------------------------------------------------
 DK5185  NETWORK    0.29   0.29           0.13   0.10   0.15      0.05587868
 DK5185  -------------------------------------------------------------------
 DK5185  Click here for local accuracies and other accuracy information.
 DK5185
 DK5185.The horizontal coordinates were established by GPS observations
 DK5185.and adjusted by the National Geodetic Survey in June 2012.
 DK5185
 DK5185.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5185.been affixed to the stable North American tectonic plate. See 
 DK5185.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5185
 DK5185.The horizontal coordinates are valid at the epoch date displayed above
 DK5185.which is a decimal equivalence of Year/Month/Day.
 DK5185
 DK5185.The orthometric height was determined by GPS observations and a
 DK5185.high-resolution geoid model using precise GPS observation and
 DK5185.processing techniques.
 DK5185
 DK5185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5185.GEOID18 height accuracy estimate available here.
 DK5185
 DK5185.Click photographs - Photos may exist for this station.
 DK5185
 DK5185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5185
 DK5185.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5185
 DK5185.The ellipsoidal height was determined by GPS observations
 DK5185.and is referenced to NAD 83.
 DK5185
 DK5185. The following values were computed from the NAD 83(2011) position.
 DK5185
 DK5185;                    North         East     Units Scale Factor Converg.
 DK5185;SPC WI C     -    46,696.088   501,372.582   MT  1.00000060   -0 52 16.6
 DK5185;SPC WI C     -   153,202.08  1,644,919.88   sFT  1.00000060   -0 52 16.6
 DK5185;UTM  15      - 4,900,802.368   640,931.898   MT  0.99984427   +1 13 54.6
 DK5185
 DK5185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5185!SPC WI C     -   0.99995321  x   1.00000060  =   0.99995381
 DK5185!UTM  15      -   0.99995321  x   0.99984427  =   0.99979748
 DK5185
 DK5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4093100802(NAD 83)
 DK5185
 DK5185                          SUPERSEDED SURVEY CONTROL
 DK5185
 DK5185  NAD 83(2007)-  44 14 48.55840(N)    091 14 05.46334(W) AD(2002.00) 1
 DK5185  ELLIP H (07/29/08)  298.476  (m)                       GP(2002.00) 3 1
 DK5185  NAVD 88 (07/29/08)  330.08   (m)  GEOID03  model used  GPS OBS        
 DK5185
 DK5185.Superseded values are not recommended for survey control.
 DK5185
 DK5185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5185.See file dsdata.pdf to determine how the superseded data were derived.
 DK5185
 DK5185_MARKER: DD = SURVEY DISK
 DK5185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5185_STAMPING: 35 ETTRICK N GPS 1995
 DK5185_MARK LOGO: WI-121
 DK5185_PROJECTION: FLUSH
 DK5185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5185+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2011
 DK5185
 DK5185  HISTORY     - Date     Condition        Report By
 DK5185  HISTORY     - 1995     MONUMENTED       WI-121
 DK5185  HISTORY     - 20061024 GOOD             WIDT
 DK5185  HISTORY     - 20111003 GOOD             WIDT
 DK5185
 DK5185                          STATION DESCRIPTION
 DK5185
 DK5185'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5185'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DK5185'HIGHWAY 95 JUST WEST OF THE CITY OF BLAIR, GO SOUTH ON US HIGHWAY 53
 DK5185'FOR 2.6 MI (4.2 KM) TO LONE STAR ROAD ON THE LEFT, TURN LEFT AND GO
 DK5185'EASTERLY ON LONE STAR ROAD FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 DK5185'LEFT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL
 DK5185'STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE
 DK5185'POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DK5185'PAVEMENT.  THE STATION IS 5.8 M (19.0 FT) NORTH OF THE CENTERLINE OF
 DK5185'LONE STAR ROAD, 4 M (13.1 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE
 DK5185'ENTRANCE --W14111--, 0.6 M (2.0 FT) NORTHWEST AND SOUTHEAST OF A METAL
 DK5185'WITNESS POST WITH A WHITE PLAQUE, 0.6 M (2.0 FT) NORTHEAST AND
 DK5185'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DK5185'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5185'HORIZON.
 DK5185
 DK5185                          STATION RECOVERY (2011)
 DK5185
 DK5185'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5185'NOTE - - STATION IS 1 M (3.3 FT) EAST AND WEST OF A 4X4 ORANGE PLASTIC
 DK5185'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0825 ***********************************************************************
 QM0825  DESIGNATION -  3515E15S GPS 0015
 QM0825  PID         -  QM0825
 QM0825  STATE/COUNTY-  WI/FOREST
 QM0825  COUNTRY     -  US
 QM0825  USGS QUAD   -  BLACKWELL (2018)
 QM0825
 QM0825                         *CURRENT SURVEY CONTROL
 QM0825  ______________________________________________________________________
 QM0825* NAD 83(2011) POSITION- 45 31 02.11997(N) 088 36 44.19661(W)   ADJUSTED
 QM0825* NAD 83(2011) ELLIP HT-   412.298 (meters)        (06/27/12)   ADJUSTED
 QM0825* NAD 83(2011) EPOCH   -  2010.00
 QM0825* NAVD 88 ORTHO HEIGHT -   446.5   (meters)     1465.    (feet) VERTCON3
 QM0825  ______________________________________________________________________
 QM0825  GEOID HEIGHT    -        -34.206 (meters)                     GEOID18
 QM0825  NAD 83(2011) X  -    108,425.016 (meters)                     COMP
 QM0825  NAD 83(2011) Y  - -4,475,734.889 (meters)                     COMP
 QM0825  NAD 83(2011) Z  -  4,528,107.370 (meters)                     COMP
 QM0825  LAPLACE CORR    -         -5.23  (seconds)                    DEFLEC18
 QM0825
 QM0825  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0825  Standards:
 QM0825         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0825            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0825  -------------------------------------------------------------------
 QM0825  NETWORK    1.32   2.43           0.58   0.48   1.24      0.23578422
 QM0825  -------------------------------------------------------------------
 QM0825  Click here for local accuracies and other accuracy information.
 QM0825
 QM0825.The horizontal coordinates were established by GPS observations
 QM0825.and adjusted by the National Geodetic Survey in June 2012.
 QM0825
 QM0825.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0825.been affixed to the stable North American tectonic plate. See 
 QM0825.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0825
 QM0825.The horizontal coordinates are valid at the epoch date displayed above
 QM0825.which is a decimal equivalence of Year/Month/Day.
 QM0825
 QM0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0825
 QM0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0825.GEOID18 height accuracy estimate available here.
 QM0825
 QM0825.Click photographs - Photos may exist for this station.
 QM0825
 QM0825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0825
 QM0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0825
 QM0825.The ellipsoidal height was determined by GPS observations
 QM0825.and is referenced to NAD 83.
 QM0825
 QM0825. The following values were computed from the NAD 83(2011) position.
 QM0825
 QM0825;                    North         East     Units Scale Factor Converg.
 QM0825;SPC WI N     -    39,913.061   708,424.116   MT  1.00000934   +1 00 03.8
 QM0825;SPC WI N     -   130,948.10  2,324,221.45   sFT  1.00000934   +1 00 03.8
 QM0825;UTM  16      - 5,041,677.763   374,076.726   MT  0.99979495   -1 09 01.6
 QM0825
 QM0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0825!SPC WI N     -   0.99993537  x   1.00000934  =   0.99994470
 QM0825!UTM  16      -   0.99993537  x   0.99979495  =   0.99973033
 QM0825
 QM0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7407641677(NAD 83)
 QM0825
 QM0825                          SUPERSEDED SURVEY CONTROL
 QM0825
 QM0825  NAD 83(2007)-  45 31 02.12008(N)    088 36 44.19750(W) AD(2002.00) 0
 QM0825  ELLIP H (02/10/07)  412.332  (m)                       GP(2002.00)    
 QM0825  NAD 83(1997)-  45 31 02.12015(N)    088 36 44.19787(W) AD(       ) 1
 QM0825  ELLIP H (06/17/02)  412.337  (m)                       GP(       ) 3 2
 QM0825  NAD 83(1991)-  45 31 02.12017(N)    088 36 44.19670(W) AD(       ) 1
 QM0825  ELLIP H (10/12/93)  412.305  (m)                       GP(       ) 3 2
 QM0825  NGVD 29 (10/12/93)  446.5    (m)  GEOID93  model used  GPS OBS        
 QM0825
 QM0825.Superseded values are not recommended for survey control.
 QM0825
 QM0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0825.See file dsdata.pdf to determine how the superseded data were derived.
 QM0825
 QM0825_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0825_SETTING: 0 = UNSPECIFIED SETTING
 QM0825_STAMPING: 3515E15S GPS 1991 USDA F.S.
 QM0825_MARK LOGO: USFS
 QM0825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0825+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2002
 QM0825
 QM0825  HISTORY     - Date     Condition        Report By
 QM0825  HISTORY     - 1991     MONUMENTED       USFS
 QM0825  HISTORY     - 20021210 GOOD             USPSQD
 QM0825  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 QM0825
 QM0825                          STATION DESCRIPTION
 QM0825
 QM0825'DESCRIBED BY US FOREST SERVICE 1991
 QM0825'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0825'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0825'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0825'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0825'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0825'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0825'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF COUNTY
 QM0825'HIGHWAY T AND COUNTY HIGHWAY H IN THE TOWN OF BLACKWELL.  PROCEED
 QM0825'ABOUT 0.30 OF A MILE NORTH ALONG COUNTY HIGHWAY H TO THE
 QM0825'INTERSECTION WITH NU-ROC LANE.  THE STATION IS 194 FEET (59.1 M) EAST
 QM0825'OF THE CENTERLINE OF COUNTY HIGHWAY H AND 28 FEET (8.5 M) SOUTH OF
 QM0825'THE CENTERLINE OF NU-ROC LANE.  THERE IS A STEEL SIGN POST 1.30 FEET
 QM0825'(0.40 M) SOUTH OF THE STATION.
 QM0825
 QM0825                          STATION RECOVERY (2002)
 QM0825
 QM0825'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0825'RECOVERED IN GOOD CONDITION.  THE STATION UNDER
 QM0825'SEVERAL INCHES OF SAND.  NO OBSTRUCTIONS GREATER
 QM0825'THAN 15 DEGREES ABOVE THE HORIZON.
 QM0825
 QM0825                          STATION RECOVERY (2004)
 QM0825
 QM0825'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0825'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0826 ***********************************************************************
 QM0826  DESIGNATION -  3516E13S GPS 0016
 QM0826  PID         -  QM0826
 QM0826  STATE/COUNTY-  WI/FOREST
 QM0826  COUNTRY     -  US
 QM0826  USGS QUAD   -  GOODMAN SW (2018)
 QM0826
 QM0826                         *CURRENT SURVEY CONTROL
 QM0826  ______________________________________________________________________
 QM0826* NAD 83(2011) POSITION- 45 30 34.35419(N) 088 25 52.60803(W)   ADJUSTED
 QM0826* NAD 83(2011) ELLIP HT-   356.223 (meters)        (06/27/12)   ADJUSTED
 QM0826* NAD 83(2011) EPOCH   -  2010.00
 QM0826* NAVD 88 ORTHO HEIGHT -   390.8   (meters)     1282.    (feet) VERTCON3
 QM0826  ______________________________________________________________________
 QM0826  GEOID HEIGHT    -        -34.601 (meters)                     GEOID18
 QM0826  NAD 83(2011) X  -    122,578.922 (meters)                     COMP
 QM0826  NAD 83(2011) Y  - -4,475,942.114 (meters)                     COMP
 QM0826  NAD 83(2011) Z  -  4,527,466.649 (meters)                     COMP
 QM0826  LAPLACE CORR    -         -5.92  (seconds)                    DEFLEC18
 QM0826
 QM0826  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0826  Standards:
 QM0826         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0826            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0826  -------------------------------------------------------------------
 QM0826  NETWORK    2.19   3.31           0.91   0.81   1.69      0.49691094
 QM0826  -------------------------------------------------------------------
 QM0826  Click here for local accuracies and other accuracy information.
 QM0826
 QM0826.The horizontal coordinates were established by GPS observations
 QM0826.and adjusted by the National Geodetic Survey in June 2012.
 QM0826
 QM0826.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0826.been affixed to the stable North American tectonic plate. See 
 QM0826.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0826
 QM0826.The horizontal coordinates are valid at the epoch date displayed above
 QM0826.which is a decimal equivalence of Year/Month/Day.
 QM0826
 QM0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0826
 QM0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0826.GEOID18 height accuracy estimate available here.
 QM0826
 QM0826.Click photographs - Photos may exist for this station.
 QM0826
 QM0826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0826
 QM0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0826
 QM0826.The ellipsoidal height was determined by GPS observations
 QM0826.and is referenced to NAD 83.
 QM0826
 QM0826. The following values were computed from the NAD 83(2011) position.
 QM0826
 QM0826;                    North         East     Units Scale Factor Converg.
 QM0826;SPC WI N     -    39,319.203   722,580.765   MT  1.00001086   +1 07 53.9
 QM0826;SPC WI N     -   128,999.75  2,370,667.06   sFT  1.00001086   +1 07 53.9
 QM0826;UTM  16      - 5,040,552.964   388,197.753   MT  0.99975368   -1 01 16.1
 QM0826
 QM0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0826!SPC WI N     -   0.99994416  x   1.00001086  =   0.99995501
 QM0826!UTM  16      -   0.99994416  x   0.99975368  =   0.99969785
 QM0826
 QM0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8819740552(NAD 83)
 QM0826
 QM0826                          SUPERSEDED SURVEY CONTROL
 QM0826
 QM0826  NAD 83(2007)-  45 30 34.35431(N)    088 25 52.60890(W) AD(2002.00) 0
 QM0826  ELLIP H (02/10/07)  356.257  (m)                       GP(2002.00)    
 QM0826  NAD 83(1997)-  45 30 34.35437(N)    088 25 52.60922(W) AD(       ) 1
 QM0826  ELLIP H (06/17/02)  356.257  (m)                       GP(       ) 3 2
 QM0826  NAD 83(1991)-  45 30 34.35437(N)    088 25 52.60811(W) AD(       ) 1
 QM0826  ELLIP H (10/12/93)  356.225  (m)                       GP(       ) 3 2
 QM0826  NGVD 29 (10/12/93)  390.8    (m)  GEOID93  model used  GPS OBS        
 QM0826
 QM0826.Superseded values are not recommended for survey control.
 QM0826
 QM0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0826.See file dsdata.pdf to determine how the superseded data were derived.
 QM0826
 QM0826_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0826_SETTING: 0 = UNSPECIFIED SETTING
 QM0826_STAMPING: 3516E13S GPS 0016 1991 USDA F.S.
 QM0826_MARK LOGO: USFS
 QM0826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0826+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QM0826
 QM0826  HISTORY     - Date     Condition        Report By
 QM0826  HISTORY     - 1991     MONUMENTED       USFS
 QM0826
 QM0826                          STATION DESCRIPTION
 QM0826
 QM0826'DESCRIBED BY US FOREST SERVICE 1991
 QM0826'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0826'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0826'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0826'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0826'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0826'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0826'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF COUNTY
 QM0826'HIGHWAY H AND T IN THE TOWN OF BLACKWELL.  PROCEED NORTH ALONG
 QM0826'COUNTY HIGHWAY H 0.6. MILES (0.97 KM) TO THE INTERSECTION WITH
 QM0826'FOREST SERVICE ROAD 2136 (GOODMAN PARK ROAD).  THEN PROCEED EAST
 QM0826'ALONG FOREST SERVICE ROAD 2136 9.4 MILES (15.1 KM) TO THE PESTIGO
 QM0826'RIVER BRIDGE.  THEN CONTINUE EASTERLY ALONG FOREST SERVICE ROAD 2136,
 QM0826'0.20 MILE (0.32 KM) TO A WOODS ROAD SOUTH.  THE WOODS ROAD IS 850
 QM0826'WEST OF THE INTERSECTION OF FOREST SERVICE ROAD 2136 AND FOREST
 QM0826'SERVICE ROAD 2367.   THE STATION IS 270 FEET (82.3 M) SOUTH OF THE
 QM0826'CENTERLINE OF FOREST SERVICE ROAD 2136 AND 115 FEET (35.1 M) WEST OF
 QM0826'THE WOODS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9058 ***********************************************************************
 DQ9058  DESIGNATION -  36 10 A
 DQ9058  PID         -  DQ9058
 DQ9058  STATE/COUNTY-  WI/MANITOWOC
 DQ9058  COUNTRY     -  US
 DQ9058  USGS QUAD   -  TWO RIVERS (2018)
 DQ9058
 DQ9058                         *CURRENT SURVEY CONTROL
 DQ9058  ______________________________________________________________________
 DQ9058* NAD 83(1986) POSITION- 44 09 12.90   (N) 087 33 45.63   (W)   HD_HELD1
 DQ9058* NAVD 88 ORTHO HEIGHT -   180.333 (meters)      591.64  (feet) ADJUSTED
 DQ9058  ______________________________________________________________________
 DQ9058  GEOID HEIGHT    -        -36.268 (meters)                     GEOID18
 DQ9058  DYNAMIC HEIGHT  -        180.305 (meters)      591.55  (feet) COMP
 DQ9058  MODELED GRAVITY -    980,462.6   (mgal)                       NAVD 88
 DQ9058
 DQ9058  VERT ORDER      -  SECOND    CLASS I
 DQ9058
 DQ9058.The horizontal coordinates were determined by differentially corrected
 DQ9058.hand held GPS observations or other comparable positioning techniques
 DQ9058.and have an estimated accuracy of +/- 3 meters.
 DQ9058
 DQ9058.The orthometric height was determined by differential leveling and
 DQ9058.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9058.in September 2018.
 DQ9058
 DQ9058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9058.GEOID18 height accuracy estimate available here.
 DQ9058
 DQ9058.Click photographs - Photos may exist for this station.
 DQ9058
 DQ9058.The dynamic height is computed by dividing the NAVD 88
 DQ9058.geopotential number by the normal gravity value computed on the
 DQ9058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9058.degrees latitude (g = 980.6199 gals.).
 DQ9058
 DQ9058.The modeled gravity was interpolated from observed gravity values.
 DQ9058
 DQ9058;                    North         East    Units  Estimated Accuracy
 DQ9058;SPC WI S     -   242,101.8     794,959.5     MT  (+/- 3 meters HH1 GPS) 
 DQ9058
 DQ9058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5500489085(NAD 83)
 DQ9058
 DQ9058                          SUPERSEDED SURVEY CONTROL
 DQ9058
 DQ9058.No superseded survey control is available for this station.
 DQ9058
 DQ9058_MARKER: DD = SURVEY DISK
 DQ9058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ9058_SP_SET: PARAPET WALL
 DQ9058_STAMPING: 36 10 A 2002
 DQ9058_MARK LOGO: WIDT
 DQ9058_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9058+STABILITY: SURFACE MOTION
 DQ9058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9058+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2018
 DQ9058
 DQ9058  HISTORY     - Date     Condition        Report By
 DQ9058  HISTORY     - 2002     MONUMENTED       WIDT
 DQ9058  HISTORY     - 20180621 GOOD             WIDT
 DQ9058
 DQ9058                          STATION DESCRIPTION
 DQ9058
 DQ9058'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9058'THE STATION IS LOCATED IN THE CITY OF TWO RIVERS, ABOUT 7 MI (11.3 KM)
 DQ9058'SOUTHEAST OF MISHICOT AND 6 MI (9.7 KM) NORTHEAST OF MANITOWOC.
 DQ9058'
 DQ9058'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (WASHINGTON
 DQ9058'STREET) WITH STATE HIGHWAY 310 (16TH STREET) IN THE CITY OF TWO
 DQ9058'RIVERS, GO NORTH ON STATE HIGHWAY 42 (WASHINGTON STREET) FOR 0.4 MI
 DQ9058'(0.6 KM) TO STATE HIGHWAY 147 NORTH (22ND STREET).  TURN RIGHT AND
 DQ9058'CONTINUE EAST ON STATE HIGHWAY 42 (22ND STREET) FOR 0.25 MI (0.40 KM)
 DQ9058'TO THE EAST SIDE OF THE 22ND STREET BRIDGE OVER THE EAST TWIN RIVER
 DQ9058'AND THE STATION ON THE RIGHT.
 DQ9058'
 DQ9058'THE STATION IS 2.3 M (7.5 FT) SOUTH OF THE BACK OF CURB OF STATE
 DQ9058'HIGHWAY 42 (22ND STREET), 8 M (26.2 FT) WEST OF A RIVERFRONT BOARDWALK
 DQ9058'LEADING SOUTH TO THE ROGERS STREET FISHING VILLAGE AND MUSEUM AND 0.4
 DQ9058'M (1.3 FT) EAST OF A CONCRETE STREET LAMP SET ATOP A CONCRETE PEDESTAL
 DQ9058'BASE, THE TOP OF WHICH IS APPROXIMATELY 1.4 M (4.6 FT) HIGHER THAN
 DQ9058'SIDEWALK GRADE.
 DQ9058'
 DQ9058'NOTE-THIS STATION IS OBSTRUCTED BY THE REFERENCED CONCRETE STREET LAMP
 DQ9058'TO THE WEST, WHICH EXTENDS TO 85 DEGREES ABOVE THE HORIZON.
 DQ9058'
 DQ9058'NOTE-THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9058'SURVEY DISK SET IN A DRILL HOLE IN THE SOUTH PARAPET WALL OF EAST
 DQ9058'ABUTMENT OF THE BRIDGE -B-36-10-2002-, ABOUT 0.65 M (2.1 FT) HIGHER
 DQ9058'THAN SIDEWALK GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9054 ***********************************************************************
 DQ9054  DESIGNATION -  36 117 A
 DQ9054  PID         -  DQ9054
 DQ9054  STATE/COUNTY-  WI/MANITOWOC
 DQ9054  COUNTRY     -  US
 DQ9054  USGS QUAD   -  TWO RIVERS (2018)
 DQ9054
 DQ9054                         *CURRENT SURVEY CONTROL
 DQ9054  ______________________________________________________________________
 DQ9054* NAD 83(1986) POSITION- 44 08 43.76   (N) 087 34 05.17   (W)   HD_HELD1
 DQ9054* NAVD 88 ORTHO HEIGHT -   182.032 (meters)      597.22  (feet) ADJUSTED
 DQ9054  ______________________________________________________________________
 DQ9054  GEOID HEIGHT    -        -36.262 (meters)                     GEOID18
 DQ9054  DYNAMIC HEIGHT  -        182.004 (meters)      597.12  (feet) COMP
 DQ9054  MODELED GRAVITY -    980,461.4   (mgal)                       NAVD 88
 DQ9054
 DQ9054  VERT ORDER      -  SECOND    CLASS I
 DQ9054
 DQ9054.The horizontal coordinates were determined by differentially corrected
 DQ9054.hand held GPS observations or other comparable positioning techniques
 DQ9054.and have an estimated accuracy of +/- 3 meters.
 DQ9054
 DQ9054.The orthometric height was determined by differential leveling and
 DQ9054.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9054.in September 2018.
 DQ9054
 DQ9054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9054.GEOID18 height accuracy estimate available here.
 DQ9054
 DQ9054.Click photographs - Photos may exist for this station.
 DQ9054
 DQ9054.The dynamic height is computed by dividing the NAVD 88
 DQ9054.geopotential number by the normal gravity value computed on the
 DQ9054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9054.degrees latitude (g = 980.6199 gals.).
 DQ9054
 DQ9054.The modeled gravity was interpolated from observed gravity values.
 DQ9054
 DQ9054;                    North         East    Units  Estimated Accuracy
 DQ9054;SPC WI S     -   241,190.0     794,551.7     MT  (+/- 3 meters HH1 GPS) 
 DQ9054
 DQ9054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5456488189(NAD 83)
 DQ9054
 DQ9054                          SUPERSEDED SURVEY CONTROL
 DQ9054
 DQ9054.No superseded survey control is available for this station.
 DQ9054
 DQ9054_MARKER: DD = SURVEY DISK
 DQ9054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ9054_SP_SET: BRIDGE ABUTMENT
 DQ9054_STAMPING: 36 117 A 597.18 2018
 DQ9054_MARK LOGO: WIHD
 DQ9054_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9054+STABILITY: SURFACE MOTION
 DQ9054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9054+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2018
 DQ9054
 DQ9054  HISTORY     - Date     Condition        Report By
 DQ9054  HISTORY     - 1982     MONUMENTED       WIHD
 DQ9054  HISTORY     - 20180620 GOOD             WIDT
 DQ9054
 DQ9054                          STATION DESCRIPTION
 DQ9054
 DQ9054'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9054'THE STATION IS LOCATED IN THE CITY OF TWO RIVERS, ABOUT 7 MI (11.3 KM)
 DQ9054'SOUTHEAST OF MISHICOT AND 6 MI (9.7 KM) NORTHEAST OF MANITOWOC.
 DQ9054'
 DQ9054'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (WASHINGTON
 DQ9054'STREET) WITH STATE HIGHWAY 310 (16TH STREET) IN THE CITY OF TWO
 DQ9054'RIVERS, GO SOUTH ON STATE HIGHWAY 42 (WASHINGTON STREET) FOR 0.15 MI
 DQ9054'(0.24 KM) TO THE NORTH END OF THE WASHINGTON STREET BRIDGE OVER THE
 DQ9054'WEST TWIN RIVER AND THE STATION ON THE LEFT.
 DQ9054'
 DQ9054'THE STATION IS 10.6 M (34.8 FT) EAST OF THE CENTERLINE OF STATE
 DQ9054'HIGHWAY 42 (WASHINGTON STREET), 11.8 M (38.7 FT) SOUTH-SOUTHEAST OF A
 DQ9054'CONCRETE STREET LAMP POST WITH A LARGE YELLOW CROSSWALK SIGN AND 5.3 M
 DQ9054'(17.4 FT) SOUTH OF A YELLOW FIRE HYDRANT.
 DQ9054'
 DQ9054'NOTE-THIS STATION IS OBSTRUCTED BY TWO SMALL WOODEN UTILITY POLES TO
 DQ9054'THE EAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DQ9054'BRONZE WISCONSIN DIVISION OF HIGHWAYS SURVEY DISK SET IN A DRILL HOLE
 DQ9054'IN THE EAST SIDE OF THE NORTH ABUTMENT OF THE BRIDGE -B-36-117-82-,
 DQ9054'ABOUT LEVEL WITH THE PAVEMENT GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9060 ***********************************************************************
 DQ9060  DESIGNATION -  36 136 A
 DQ9060  PID         -  DQ9060
 DQ9060  STATE/COUNTY-  WI/MANITOWOC
 DQ9060  COUNTRY     -  US
 DQ9060  USGS QUAD   -  TWO RIVERS (2018)
 DQ9060
 DQ9060                         *CURRENT SURVEY CONTROL
 DQ9060  ______________________________________________________________________
 DQ9060* NAD 83(1986) POSITION- 44 10 31.42   (N) 087 34 42.67   (W)   HD_HELD1
 DQ9060* NAVD 88 ORTHO HEIGHT -   182.268 (meters)      597.99  (feet) ADJUSTED
 DQ9060  ______________________________________________________________________
 DQ9060  GEOID HEIGHT    -        -36.263 (meters)                     GEOID18
 DQ9060  DYNAMIC HEIGHT  -        182.241 (meters)      597.90  (feet) COMP
 DQ9060  MODELED GRAVITY -    980,464.6   (mgal)                       NAVD 88
 DQ9060
 DQ9060  VERT ORDER      -  SECOND    CLASS I
 DQ9060
 DQ9060.The horizontal coordinates were determined by differentially corrected
 DQ9060.hand held GPS observations or other comparable positioning techniques
 DQ9060.and have an estimated accuracy of +/- 3 meters.
 DQ9060
 DQ9060.The orthometric height was determined by differential leveling and
 DQ9060.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9060.in September 2018.
 DQ9060
 DQ9060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9060.GEOID18 height accuracy estimate available here.
 DQ9060
 DQ9060.Click photographs - Photos may exist for this station.
 DQ9060
 DQ9060.The dynamic height is computed by dividing the NAVD 88
 DQ9060.geopotential number by the normal gravity value computed on the
 DQ9060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9060.degrees latitude (g = 980.6199 gals.).
 DQ9060
 DQ9060.The modeled gravity was interpolated from observed gravity values.
 DQ9060
 DQ9060;                    North         East    Units  Estimated Accuracy
 DQ9060;SPC WI S     -   244,487.4     793,622.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9060
 DQ9060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5375491516(NAD 83)
 DQ9060
 DQ9060                          SUPERSEDED SURVEY CONTROL
 DQ9060
 DQ9060.No superseded survey control is available for this station.
 DQ9060
 DQ9060_MARKER: DD = SURVEY DISK
 DQ9060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9060_SP_SET: BRIDGE ABUTMENT
 DQ9060_STAMPING: 36 136 A 1992
 DQ9060_MARK LOGO: WIDT
 DQ9060_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9060+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2018
 DQ9060
 DQ9060  HISTORY     - Date     Condition        Report By
 DQ9060  HISTORY     - 1992     MONUMENTED       WIDT
 DQ9060  HISTORY     - 20180625 GOOD             WIDT
 DQ9060
 DQ9060                          STATION DESCRIPTION
 DQ9060
 DQ9060'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9060'THE STATION IS LOCATED IN THE CITY OF TWO RIVERS, ABOUT 7 MI (11.3 KM)
 DQ9060'NORTHEAST OF MANITOWOC AND 5 MI (8.0 KM) SOUTHEAST OF MISHICOT.
 DQ9060'
 DQ9060'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ9060'HIGHWAY VV WEST AND VICEROY ROAD (EAST) ABOUT 2 MI (3.2 KM) NORTH OF
 DQ9060'DOWNTOWN TWO RIVERS, GO WEST ON COUNTY HIGHWAY VV FOR 0.5 MI (0.8 KM)
 DQ9060'TO A LEFT CURVE IN THE HIGHWAY AND TANNERY ROAD ON THE RIGHT, CURVE
 DQ9060'LEFT AND CONTINUE SOUTH ON COUNTY HIGHWAY VV FOR 0.45 MI (0.72 KM) TO
 DQ9060'A RIGHT CURVE IN THE HIGHWAY AND RIVERVIEW DRIVE ON THE LEFT, CURVE
 DQ9060'RIGHT AND CONTINUE WEST ON COUNTY HIGHWAY VV FOR 0.25 MI (0.40 KM) TO
 DQ9060'THE WEST SIDE OF A BRIDGE OVER THE EAST TWIN RIVER AND THE STATION ON
 DQ9060'THE LEFT.
 DQ9060'
 DQ9060'THE STATION IS 7.5 MI (12.1 KM) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DQ9060'HIGHWAY VV (45TH STREET), 5.2 M (17.1 FT) NORTHWEST OF A YELLOW 4X4
 DQ9060'PLASTIC RIGHT-OF-WAY POST AND 4.0 M (13.1 FT) NORTHEAST OF A METAL
 DQ9060'POST FOR A -NO FISHING FROM BRIDGE- SIGN.
 DQ9060'
 DQ9060'NOTE-THIS STATION IS OBSTRUCTED BY A TREE AND THE ROOF LINE OF A
 DQ9060'MULTI-STORY CONDOMINIUM BUILDING TO THE SOUTHEAST EXTENDING TO 25
 DQ9060'DEGREES ABOVE THE HORIZON.
 DQ9060'
 DQ9060'NOTE-THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9060'SURVEY DISK SET IN A DRILL HOLE IN THE SOUTH SIDE OF THE WEST ABUTMENT
 DQ9060'OF THE BRIDGE -B-36-136-92-, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5382 ***********************************************************************
 DH5382  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5382  DESIGNATION -  36 171E
 DH5382  PID         -  DH5382
 DH5382  STATE/COUNTY-  WI/MONROE
 DH5382  COUNTRY     -  US
 DH5382  USGS QUAD   -  CAMP DOUGLAS (2018)
 DH5382
 DH5382                         *CURRENT SURVEY CONTROL
 DH5382  ______________________________________________________________________
 DH5382* NAD 83(2011) POSITION- 43 54 28.64651(N) 090 19 19.40022(W)   ADJUSTED
 DH5382* NAD 83(2011) ELLIP HT-   313.064 (meters)        (06/27/12)   ADJUSTED
 DH5382* NAD 83(2011) EPOCH   -  2010.00
 DH5382* NAVD 88 ORTHO HEIGHT -   347.49  (meters)     1140.1   (feet) GPS OBS
 DH5382  ______________________________________________________________________
 DH5382  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5382  GEOID HEIGHT    -        -34.419 (meters)                     GEOID12A
 DH5382  GEOID HEIGHT    -        -34.419 (meters)                     GEOID18
 DH5382  NAD 83(2011) X  -    -25,871.886 (meters)                     COMP
 DH5382  NAD 83(2011) Y  - -4,602,727.538 (meters)                     COMP
 DH5382  NAD 83(2011) Z  -  4,400,946.345 (meters)                     COMP
 DH5382  LAPLACE CORR    -         -8.70  (seconds)                    DEFLEC18
 DH5382
 DH5382  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5382  Standards:
 DH5382         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5382            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5382  -------------------------------------------------------------------
 DH5382  NETWORK    0.22   0.33           0.10   0.08   0.17      0.14450674
 DH5382  -------------------------------------------------------------------
 DH5382  Click here for local accuracies and other accuracy information.
 DH5382
 DH5382.The horizontal coordinates were established by GPS observations
 DH5382.and adjusted by the National Geodetic Survey in June 2012.
 DH5382
 DH5382.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5382.been affixed to the stable North American tectonic plate. See 
 DH5382.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5382
 DH5382.The horizontal coordinates are valid at the epoch date displayed above
 DH5382.which is a decimal equivalence of Year/Month/Day.
 DH5382
 DH5382.The orthometric height was determined by GPS observations and a
 DH5382.high-resolution geoid model using precise GPS observation and
 DH5382.processing techniques.
 DH5382
 DH5382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5382.GEOID18 height accuracy estimate available here.
 DH5382
 DH5382.Click photographs - Photos may exist for this station.
 DH5382
 DH5382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5382
 DH5382.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5382
 DH5382.The ellipsoidal height was determined by GPS observations
 DH5382.and is referenced to NAD 83.
 DH5382
 DH5382. The following values were computed from the NAD 83(2011) position.
 DH5382
 DH5382;                    North         East     Units Scale Factor Converg.
 DH5382;SPC WI S     -   212,010.275   574,130.044   MT  0.99997163   -0 13 16.6
 DH5382;SPC WI S     -   695,570.38  1,883,624.99   sFT  0.99997163   -0 13 16.6
 DH5382;UTM  15      - 4,865,136.301   715,036.546   MT  1.00016877   +1 51 28.3
 DH5382
 DH5382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5382!SPC WI S     -   0.99995091  x   0.99997163  =   0.99992254
 DH5382!UTM  15      -   0.99995091  x   1.00016877  =   1.00011967
 DH5382
 DH5382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1503665136(NAD 83)
 DH5382
 DH5382                          SUPERSEDED SURVEY CONTROL
 DH5382
 DH5382  NAD 83(2007)-  43 54 28.64651(N)    090 19 19.40104(W) AD(2002.00) 0
 DH5382  ELLIP H (02/10/07)  313.096  (m)                       GP(2002.00)    
 DH5382  NAD 83(1997)-  43 54 28.64648(N)    090 19 19.40157(W) AD(       ) 1
 DH5382  ELLIP H (08/01/05)  313.094  (m)                       GP(       ) 2 1
 DH5382  NAVD 88 (07/26/07)  347.47   (m)  GEOID03  model used  GPS OBS        
 DH5382
 DH5382.Superseded values are not recommended for survey control.
 DH5382
 DH5382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5382.See file dsdata.pdf to determine how the superseded data were derived.
 DH5382
 DH5382_MARKER: DD = SURVEY DISK
 DH5382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5382_STAMPING: 36-171E 1997
 DH5382_MARK LOGO: WI-081
 DH5382_PROJECTION: FLUSH
 DH5382_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5382+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH5382
 DH5382  HISTORY     - Date     Condition        Report By
 DH5382  HISTORY     - 1997     MONUMENTED       WI-081
 DH5382  HISTORY     - 20030305 GOOD             WIDT
 DH5382  HISTORY     - 20100914 GOOD             WIDT
 DH5382
 DH5382                          STATION DESCRIPTION
 DH5382
 DH5382'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5382'THE STATION IS LOCATED ABOUT 16 KM SOUTHEAST OF TOMAH, AND 4 KM
 DH5382'WEST-SOUTHWEST OF  CAMP DOUGLAS.  OWNERSHIP--TOWNSHIP OF OAKDALE.  TO
 DH5382'REACH THE STATION FROM THE  JUNCTION OF US HIGHWAY 12 AND STATE
 DH5382'HIGHWAY 16 WITH COUNTY HIGHWAY C AND COUNTY  HIGHWAY H (MAIN STREET)
 DH5382'IN THE VILLAGE OF CAMP DOUGLAS, GO SOUTH ON COUNTY HIGHWAY C  AND
 DH5382'COUNTY HIGHWAY H (MAIN STREET) FOR 0.3 KM TO COUNTY HIGHWAY C
 DH5382'(WISCONSIN STREET) ON THE  LEFT,  TURN LEFT AND GO NORTHWEST ON COUNTY
 DH5382'HIGHWAY C (WISCONSIN STREET), WISCONSIN STREET  TURNS  INTO OAKDALE
 DH5382'RD,  FOR 4.3 KM TO COUNTY HIGHWAY W, TURN LEFT AND GO SOUTHWEST ON
 DH5382'COUNTY HIGHWAY W FOR 1.1 KM TO IVY ROAD ON THE LEFT, TURN LEFT AND GO
 DH5382'SOUTH ON IVY ROAD  FOR  1.6 KM TO THE STATION ON THE LEFT.  THE
 DH5382'STATION IS A BRONZE MONROE COUNTY GEODETIC  CONTROL MARK DISK SET IN
 DH5382'THE TOP OF A 45-CM DIAMETER ROUND CONCRETE POST AND IS ABOUT  LEVEL
 DH5382'WITH THE ROAD PAVEMENT.  THE STATION IS 5.8 M EAST OF THE CENTERLINE
 DH5382'OF IVY ROAD, 2 M  WEST  OF A CULTIVATED FIELD, 88 M SOUTH OF THE
 DH5382'EXTENDED CENTERLINE OF PRIVATE ENTRANCE  --33653--, AND 1.0 M EAST,
 DH5382'SOUTHWEST, NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS  POSTS.
 DH5382'---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5382'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5382
 DH5382                          STATION RECOVERY (2010)
 DH5382
 DH5382'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5382'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS.  TO
 DH5382'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90/94 WITH
 DH5382'COUNTY HIGHWAY PP (EXIT 48) ON THE EAST SIDE OF THE VILLAGE OF
 DH5382'OAKDALE, GO SOUTHWEST ON COUNTY HIGHWAY PP FOR 0.2 MILE TO US HIGHWAYS
 DH5382'12 AND 16, TURN LEFT AND GO SOUTHEAST ON US HIGHWAYS 12 AND 16 FOR 3.3
 DH5382'MILES TO FUNNEL ROAD LEFT AND COUNTY HIGHWAY W RIGHT,
 DH5382'TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY W FOR 1.5 MILES TO IVY ROAD
 DH5382'LEFT, TURN LEFT AND GO SOUTH ON IVY ROAD FOR 1.0 MILE TO THE STATION
 DH5382'ON THE LEFT.  ADD---THE STATION IS 22.5 M NORTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5388 ***********************************************************************
 DH5388  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5388  DESIGNATION -  36 172W
 DH5388  PID         -  DH5388
 DH5388  STATE/COUNTY-  WI/MONROE
 DH5388  COUNTRY     -  US
 DH5388  USGS QUAD   -  TOMAH (2018)
 DH5388
 DH5388                         *CURRENT SURVEY CONTROL
 DH5388  ______________________________________________________________________
 DH5388* NAD 83(2011) POSITION- 43 54 36.92158(N) 090 33 06.54322(W)   ADJUSTED
 DH5388* NAD 83(2011) ELLIP HT-   322.765 (meters)        (06/27/12)   ADJUSTED
 DH5388* NAD 83(2011) EPOCH   -  2010.00
 DH5388* NAVD 88 ORTHO HEIGHT -   356.49  (meters)     1169.6   (feet) GPS OBS
 DH5388  ______________________________________________________________________
 DH5388  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5388  GEOID HEIGHT    -        -33.720 (meters)                     GEOID12A
 DH5388  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 DH5388  NAD 83(2011) X  -    -44,327.399 (meters)                     COMP
 DH5388  NAD 83(2011) Y  - -4,602,416.644 (meters)                     COMP
 DH5388  NAD 83(2011) Z  -  4,401,137.084 (meters)                     COMP
 DH5388  LAPLACE CORR    -         -6.01  (seconds)                    DEFLEC18
 DH5388
 DH5388  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5388  Standards:
 DH5388         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5388            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5388  -------------------------------------------------------------------
 DH5388  NETWORK    0.22   0.33           0.10   0.08   0.17      0.10347968
 DH5388  -------------------------------------------------------------------
 DH5388  Click here for local accuracies and other accuracy information.
 DH5388
 DH5388.The horizontal coordinates were established by GPS observations
 DH5388.and adjusted by the National Geodetic Survey in June 2012.
 DH5388
 DH5388.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5388.been affixed to the stable North American tectonic plate. See 
 DH5388.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5388
 DH5388.The horizontal coordinates are valid at the epoch date displayed above
 DH5388.which is a decimal equivalence of Year/Month/Day.
 DH5388
 DH5388.The orthometric height was determined by GPS observations and a
 DH5388.high-resolution geoid model using precise GPS observation and
 DH5388.processing techniques.
 DH5388
 DH5388.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5388.GEOID18 height accuracy estimate available here.
 DH5388
 DH5388.Click photographs - Photos may exist for this station.
 DH5388
 DH5388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5388
 DH5388.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5388
 DH5388.The ellipsoidal height was determined by GPS observations
 DH5388.and is referenced to NAD 83.
 DH5388
 DH5388. The following values were computed from the NAD 83(2011) position.
 DH5388
 DH5388;                    North         East     Units Scale Factor Converg.
 DH5388;SPC WI S     -   212,362.371   555,675.721   MT  0.99997198   -0 22 45.0
 DH5388;SPC WI S     -   696,725.55  1,823,079.43   sFT  0.99997198   -0 22 45.0
 DH5388;UTM  15      - 4,864,818.845   696,578.834   MT  1.00007531   +1 41 54.4
 DH5388
 DH5388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5388!SPC WI S     -   0.99994939  x   0.99997198  =   0.99992137
 DH5388!UTM  15      -   0.99994939  x   1.00007531  =   1.00002470
 DH5388
 DH5388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9657864818(NAD 83)
 DH5388
 DH5388                          SUPERSEDED SURVEY CONTROL
 DH5388
 DH5388  NAD 83(2007)-  43 54 36.92158(N)    090 33 06.54402(W) AD(2002.00) 0
 DH5388  ELLIP H (02/10/07)  322.800  (m)                       GP(2002.00)    
 DH5388  NAD 83(1997)-  43 54 36.92159(N)    090 33 06.54453(W) AD(       ) 1
 DH5388  ELLIP H (08/01/05)  322.793  (m)                       GP(       ) 2 1
 DH5388  NAVD 88 (07/26/07)  356.48   (m)  GEOID03  model used  GPS OBS        
 DH5388
 DH5388.Superseded values are not recommended for survey control.
 DH5388
 DH5388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5388.See file dsdata.pdf to determine how the superseded data were derived.
 DH5388
 DH5388_MARKER: DD = SURVEY DISK
 DH5388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5388_STAMPING: 36-172W 1997
 DH5388_MARK LOGO: WI-081
 DH5388_PROJECTION: FLUSH
 DH5388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5388+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH5388
 DH5388  HISTORY     - Date     Condition        Report By
 DH5388  HISTORY     - 1997     MONUMENTED       WI-081
 DH5388  HISTORY     - 20030303 GOOD             WIDT
 DH5388  HISTORY     - 20100913 GOOD             WIDT
 DH5388
 DH5388                          STATION DESCRIPTION
 DH5388
 DH5388'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5388'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5388'STATE HIGHWAY  131 WITH COUNTY HIGHWAY A ABOUT 6 MI SOUTH OF THE CITY
 DH5388'OF TOMAH, GO WEST ON COUNTY  HIGHWAY A FOR 3.3 MI TO COUNTY HIGHWAY M
 DH5388'ON THE RIGHT, TURN RIGHT AND GO NORTH ON  COUNTY HIGHWAY M FOR 1.9 MI
 DH5388'TO JULY ROAD ON THE LEFT AND THE STATION ON THE LEFT.  THE  STATION IS
 DH5388'A BRONZE MONROE COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF
 DH5388'A  40-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5388'THE STATION IS 9.7  M WEST OF THE CENTERLINE OF COUNTY HIGHWAY M, 32.3
 DH5388'M WEST-NORTHWEST OF TELEPHONE  PEDESTAL --6C 30B 2010--, 18.9 M NORTH
 DH5388'OF THE CENTERLINE OF JULY ROAD, 1.0 M SOUTHWEST,  SOUTHEAST, NORTHEAST
 DH5388'OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS  STATION
 DH5388'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5388'HORIZON.
 DH5388
 DH5388                          STATION RECOVERY (2010)
 DH5388
 DH5388'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5388'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5689 ***********************************************************************
 DH5689  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5689  DESIGNATION -  36 181E
 DH5689  PID         -  DH5689
 DH5689  STATE/COUNTY-  WI/MONROE
 DH5689  COUNTRY     -  US
 DH5689  USGS QUAD   -  CAMP DOUGLAS (2018)
 DH5689
 DH5689                         *CURRENT SURVEY CONTROL
 DH5689  ______________________________________________________________________
 DH5689* NAD 83(2011) POSITION- 43 59 33.10132(N) 090 19 12.99709(W)   ADJUSTED
 DH5689* NAD 83(2011) ELLIP HT-   246.535 (meters)        (06/27/12)   ADJUSTED
 DH5689* NAD 83(2011) EPOCH   -  2010.00
 DH5689* NAVD 88 ORTHO HEIGHT -   280.95  (meters)      921.8   (feet) GPS OBS
 DH5689  ______________________________________________________________________
 DH5689  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5689  GEOID HEIGHT    -        -34.408 (meters)                     GEOID12A
 DH5689  GEOID HEIGHT    -        -34.407 (meters)                     GEOID18
 DH5689  NAD 83(2011) X  -    -25,692.278 (meters)                     COMP
 DH5689  NAD 83(2011) Y  - -4,596,158.588 (meters)                     COMP
 DH5689  NAD 83(2011) Z  -  4,407,665.603 (meters)                     COMP
 DH5689  LAPLACE CORR    -         -7.43  (seconds)                    DEFLEC18
 DH5689
 DH5689  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5689  Standards:
 DH5689         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5689            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5689  -------------------------------------------------------------------
 DH5689  NETWORK    0.24   0.35           0.11   0.08   0.18      0.15257907
 DH5689  -------------------------------------------------------------------
 DH5689  Click here for local accuracies and other accuracy information.
 DH5689
 DH5689.The horizontal coordinates were established by GPS observations
 DH5689.and adjusted by the National Geodetic Survey in June 2012.
 DH5689
 DH5689.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5689.been affixed to the stable North American tectonic plate. See 
 DH5689.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5689
 DH5689.The horizontal coordinates are valid at the epoch date displayed above
 DH5689.which is a decimal equivalence of Year/Month/Day.
 DH5689
 DH5689.The orthometric height was determined by GPS observations and a
 DH5689.high-resolution geoid model using precise GPS observation and
 DH5689.processing techniques.
 DH5689
 DH5689.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5689.GEOID18 height accuracy estimate available here.
 DH5689
 DH5689.Click photographs - Photos may exist for this station.
 DH5689
 DH5689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5689
 DH5689.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5689
 DH5689.The ellipsoidal height was determined by GPS observations
 DH5689.and is referenced to NAD 83.
 DH5689
 DH5689. The following values were computed from the NAD 83(2011) position.
 DH5689
 DH5689;                    North         East     Units Scale Factor Converg.
 DH5689;SPC WI S     -   221,406.220   574,309.008   MT  0.99998578   -0 13 12.2
 DH5689;SPC WI S     -   726,396.91  1,884,212.14   sFT  0.99998578   -0 13 12.2
 DH5689;UTM  15      - 4,874,534.333   714,874.241   MT  1.00016790   +1 51 43.0
 DH5689
 DH5689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5689!SPC WI S     -   0.99996134  x   0.99998578  =   0.99994712
 DH5689!UTM  15      -   0.99996134  x   1.00016790  =   1.00012924
 DH5689
 DH5689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1487474534(NAD 83)
 DH5689
 DH5689                          SUPERSEDED SURVEY CONTROL
 DH5689
 DH5689  NAD 83(2007)-  43 59 33.10130(N)    090 19 12.99792(W) AD(2002.00) 0
 DH5689  ELLIP H (02/10/07)  246.566  (m)                       GP(2002.00)    
 DH5689  NAD 83(1997)-  43 59 33.10131(N)    090 19 12.99846(W) AD(       ) 1
 DH5689  ELLIP H (08/01/05)  246.563  (m)                       GP(       ) 2 1
 DH5689  NAVD 88 (07/26/07)  280.93   (m)  GEOID03  model used  GPS OBS        
 DH5689
 DH5689.Superseded values are not recommended for survey control.
 DH5689
 DH5689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5689.See file dsdata.pdf to determine how the superseded data were derived.
 DH5689
 DH5689_MARKER: DD = SURVEY DISK
 DH5689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5689_STAMPING: 36-181E
 DH5689_MARK LOGO: WI-081
 DH5689_PROJECTION: FLUSH
 DH5689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5689+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH5689
 DH5689  HISTORY     - Date     Condition        Report By
 DH5689  HISTORY     - 2003     MONUMENTED       WI-081
 DH5689  HISTORY     - 20040120 GOOD             WIDT
 DH5689  HISTORY     - 20100914 GOOD             WIDT
 DH5689
 DH5689                          STATION DESCRIPTION
 DH5689
 DH5689'DESCRIBED BY WI DEPT OF TRANSP 2004 (DJH)
 DH5689'OWNERSHIP--TOWNSHIP OF BYRON.  TO REACH THE STATION FROM THE  JUNCTION
 DH5689'OF STATE HIGHWAY 21 WITH COUNTY HIGHWAY PP AND DRAGONFLY ROAD ABOUT 7
 DH5689'MI  EAST-NORTHEAST OF THE CITY OF TOMAH, GO SOUTH ON COUNTY HIGHWAY PP
 DH5689'FOR 1.95 MI TO  FULDA AVENUE ON THE LEFT, TURN LEFT AND GO SOUTH THEN
 DH5689'EAST ON FULDA AVENUE FOR 1.0 MI  TO FROST ROAD ON THE LEFT, CONTINUE
 DH5689'EAST ON FULDA AVENUE FOR 0.9 MI TO THE STATION ON  THE LEFT.  THE
 DH5689'STATION IS A  BRONZE MONROE COUNTY GEODETIC CONTROL MARKER SET IN THE
 DH5689'TOP OF A 50-CM DIAMETER  CONCRETE POST ABOUT  LEVEL WITH THE ROAD
 DH5689'PAVEMENT.  THE STATION IS 7.8 M NORTHEAST OF THE CENTERLINE OF  FULDA
 DH5689'AVENUE, 38.5 M NORTH-NORTHWEST OF A POWERPOLE, 35 M EAST-SOUTHEAST OF
 DH5689'A FIELD  ENTRANCE, 0.7 M NORTHEAST OF A BARBED WIRE FENCE AND 1.0 M
 DH5689'WEST, NORTH, SOUTH OF THREE  ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5689'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5689'THAN 30 DEGREES ABOVE THE HORIZON.
 DH5689
 DH5689                          STATION RECOVERY (2010)
 DH5689
 DH5689'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5689'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9055 ***********************************************************************
 DQ9055  DESIGNATION -  36 189 A
 DQ9055  PID         -  DQ9055
 DQ9055  STATE/COUNTY-  WI/MANITOWOC
 DQ9055  COUNTRY     -  US
 DQ9055  USGS QUAD   -  TWO RIVERS (2018)
 DQ9055
 DQ9055                         *CURRENT SURVEY CONTROL
 DQ9055  ______________________________________________________________________
 DQ9055* NAD 83(1986) POSITION- 44 08 55.07   (N) 087 33 52.24   (W)   HD_HELD1
 DQ9055* NAVD 88 ORTHO HEIGHT -   181.603 (meters)      595.81  (feet) ADJUSTED
 DQ9055  ______________________________________________________________________
 DQ9055  GEOID HEIGHT    -        -36.265 (meters)                     GEOID18
 DQ9055  DYNAMIC HEIGHT  -        181.575 (meters)      595.72  (feet) COMP
 DQ9055  MODELED GRAVITY -    980,461.9   (mgal)                       NAVD 88
 DQ9055
 DQ9055  VERT ORDER      -  SECOND    CLASS I
 DQ9055
 DQ9055.The horizontal coordinates were determined by differentially corrected
 DQ9055.hand held GPS observations or other comparable positioning techniques
 DQ9055.and have an estimated accuracy of +/- 3 meters.
 DQ9055
 DQ9055.The orthometric height was determined by differential leveling and
 DQ9055.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9055.in September 2018.
 DQ9055
 DQ9055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9055.GEOID18 height accuracy estimate available here.
 DQ9055
 DQ9055.Click photographs - Photos may exist for this station.
 DQ9055
 DQ9055.The dynamic height is computed by dividing the NAVD 88
 DQ9055.geopotential number by the normal gravity value computed on the
 DQ9055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9055.degrees latitude (g = 980.6199 gals.).
 DQ9055
 DQ9055.The modeled gravity was interpolated from observed gravity values.
 DQ9055
 DQ9055;                    North         East    Units  Estimated Accuracy
 DQ9055;SPC WI S     -   241,547.4     794,828.7     MT  (+/- 3 meters HH1 GPS) 
 DQ9055
 DQ9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5485388536(NAD 83)
 DQ9055
 DQ9055                          SUPERSEDED SURVEY CONTROL
 DQ9055
 DQ9055.No superseded survey control is available for this station.
 DQ9055
 DQ9055_MARKER: DD = SURVEY DISK
 DQ9055_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9055_SP_SET: BRIDGE ABUTMENT
 DQ9055_STAMPING: 36 189 A 2018
 DQ9055_MARK LOGO: WIDT
 DQ9055_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9055+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2018
 DQ9055
 DQ9055  HISTORY     - Date     Condition        Report By
 DQ9055  HISTORY     - 2018     MONUMENTED       WIDT
 DQ9055  HISTORY     - 20180621 GOOD             WIDT
 DQ9055
 DQ9055                          STATION DESCRIPTION
 DQ9055
 DQ9055'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9055'THE STATION IS LOCATED IN THE CITY OF TWO RIVERS, ABOUT 7 MI (11.3 KM)
 DQ9055'SOUTHEAST OF MISHICOT AND 6 MI (9.7 KM) NORTHEAST OF MANITOWOC.
 DQ9055'
 DQ9055'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (WASHINGTON
 DQ9055'STREET) WITH STATE HIGHWAY 310 (16TH STREET) IN THE CITY OF TWO
 DQ9055'RIVERS, GO NORTH ON STATE HIGHWAY 42 (WASHINGTON STREET) FOR 0.05 MI
 DQ9055'(0.08 KM) TO 17TH STREET.  TURN RIGHT AND GO EAST ON 17TH STREET FOR
 DQ9055'0.15 MI (0.24 KM) TO THE WEST SIDE OF THE 17TH STREET LIFT BRIDGE OVER
 DQ9055'THE EAST TWIN RIVER AND THE STATION ON THE RIGHT.
 DQ9055'
 DQ9055'THE STATION IS 0.3 M (1.0 FT) NORTH OF THE SOUTH EDGE OF THE CONCRETE
 DQ9055'ABUTMENT, 2.7 M (8.9 FT) SOUTH OF A 3 FT (0.9 M) CONCRETE PARAPET WALL
 DQ9055'SEPARATING THE SIDEWALK FROM 17TH STREET, 5.7 M (18.7 FT) EAST OF A 5
 DQ9055'FT (1.5 M) CONCRETE PILLAR AT THE WEST END OF THE SAFETY WALL
 DQ9055'-R-36-12- ALONG THE SOUTH SIDE OF THE BRIDGE AND 20 CM (8 INCHES) EAST
 DQ9055'OF THE NORTHEAST CORNER OF THE THIRD 9 INCH (23 CM) SQUARE STEEL BASE
 DQ9055'PLATE EAST OF THE WEST SIDE OF THE BRIDGE.
 DQ9055'
 DQ9055'NOTE-THIS STATION IS OBSTRUCTED BY THE CONTROL TOWER FOR THE LIFT
 DQ9055'BRIDGE TO THE EAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE
 DQ9055'STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION SURVEY
 DQ9055'DISK SET IN A DRILL HOLE IN THE SOUTH SIDE OF THE WEST ABUTMENT OF THE
 DQ9055'BRIDGE -B-36-189-2013-, ABOUT LEVEL WITH THE SIDEWALK GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3011 ***********************************************************************
 DR3011  DESIGNATION -  36 227 A
 DR3011  PID         -  DR3011
 DR3011  STATE/COUNTY-  WI/MANITOWOC
 DR3011  COUNTRY     -  US
 DR3011  USGS QUAD   -  TWO CREEKS (2018)
 DR3011
 DR3011                         *CURRENT SURVEY CONTROL
 DR3011  ______________________________________________________________________
 DR3011* NAD 83(1986) POSITION- 44 19 29.47   (N) 087 32 49.63   (W)   HD_HELD1
 DR3011* NAVD 88 ORTHO HEIGHT -   188.420 (meters)      618.17  (feet) ADJUSTED
 DR3011  ______________________________________________________________________
 DR3011  GEOID HEIGHT    -        -36.259 (meters)                     GEOID18
 DR3011  DYNAMIC HEIGHT  -        188.395 (meters)      618.09  (feet) COMP
 DR3011  MODELED GRAVITY -    980,484.2   (mgal)                       NAVD 88
 DR3011
 DR3011  VERT ORDER      -  SECOND    CLASS I
 DR3011
 DR3011.The horizontal coordinates were determined by differentially corrected
 DR3011.hand held GPS observations or other comparable positioning techniques
 DR3011.and have an estimated accuracy of +/- 3 meters.
 DR3011
 DR3011.The orthometric height was determined by differential leveling and
 DR3011.adjusted by the NATIONAL GEODETIC SURVEY
 DR3011.in October 2019.
 DR3011
 DR3011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3011.GEOID18 height accuracy estimate available here.
 DR3011
 DR3011.Click photographs - Photos may exist for this station.
 DR3011
 DR3011.The dynamic height is computed by dividing the NAVD 88
 DR3011.geopotential number by the normal gravity value computed on the
 DR3011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3011.degrees latitude (g = 980.6199 gals.).
 DR3011
 DR3011.The modeled gravity was interpolated from observed gravity values.
 DR3011
 DR3011;                    North         East    Units  Estimated Accuracy
 DR3011;SPC WI S     -   261,161.7     795,643.7     MT  (+/- 3 meters HH1 GPS) 
 DR3011
 DR3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5637508100(NAD 83)
 DR3011
 DR3011                          SUPERSEDED SURVEY CONTROL
 DR3011
 DR3011.No superseded survey control is available for this station.
 DR3011
 DR3011_MARKER: DD = SURVEY DISK
 DR3011_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR3011_SP_SET: BRIDGE PARAPET WALL
 DR3011_STAMPING: 36 227 A 2015
 DR3011_MARK LOGO: WIDT
 DR3011_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3011+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2019
 DR3011
 DR3011  HISTORY     - Date     Condition        Report By
 DR3011  HISTORY     - 2015     MONUMENTED       WIDT
 DR3011  HISTORY     - 20190723 GOOD             WIDT
 DR3011
 DR3011                          STATION DESCRIPTION
 DR3011
 DR3011'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3011'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTH OF TWO RIVERS, 9 MI
 DR3011'(14.5 KM) SOUTH OF KEWAUNEE AND 4 MI (6.4 KM) EAST OF TISCH MILLS.
 DR3011'
 DR3011'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DR3011'HIGHWAY BB ABOUT 9 MI (14.5 KM) SOUTH OF THE CITY OF KEWAUNEE, GO
 DR3011'SOUTH ON STATE HIGHWAY 42 FOR 0.2 MI (0.3 KM) TO A BRIDGE OVER AN
 DR3011'INTERMITTENT STREAM AND THE STATION ON THE LEFT.
 DR3011'
 DR3011'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3011'SURVEY DISK SET IN THE SOUTH END OF THE EAST PARAPET WALL OF A BRIDGE
 DR3011'-B-36-227-, ABOUT 0.8 M (2.6 FT) HIGHER THAN HIGHWAY PAVEMENT GRADE.
 DR3011'
 DR3011'THE STATION IS 6.3 M (20.7 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DR3011'42, 2.3 M (7.5 FT) SOUTH OF AN EXPANSION JOINT IN THE BRIDGE AND 2.2 M
 DR3011'(7.2 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DR3011'
 DR3011'NOTE-THE STATION IS OBSTRUCTED BY TREES TO THE NORTHEAST EXTENDING TO
 DR3011'40 DEGREES ABOVE THE HORIZON AND TREES TO THE NORTHWEST EXTENDING TO
 DR3011'25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5234 ***********************************************************************
 DK5234  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5234  DESIGNATION -  36 PRESTON SW GPS
 DK5234  PID         -  DK5234
 DK5234  STATE/COUNTY-  WI/TREMPEALEAU
 DK5234  COUNTRY     -  US
 DK5234  USGS QUAD   -  WHITEHALL (2018)
 DK5234
 DK5234                         *CURRENT SURVEY CONTROL
 DK5234  ______________________________________________________________________
 DK5234* NAD 83(2011) POSITION- 44 16 01.92764(N) 091 19 45.26865(W)   ADJUSTED
 DK5234* NAD 83(2011) ELLIP HT-   291.739 (meters)        (06/27/12)   ADJUSTED
 DK5234* NAD 83(2011) EPOCH   -  2010.00
 DK5234* NAVD 88 ORTHO HEIGHT -   323.07  (meters)     1059.9   (feet) GPS OBS
 DK5234  ______________________________________________________________________
 DK5234  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5234  GEOID HEIGHT    -        -31.331 (meters)                     GEOID12A
 DK5234  GEOID HEIGHT    -        -31.333 (meters)                     GEOID18
 DK5234  NAD 83(2011) X  -   -106,129.075 (meters)                     COMP
 DK5234  NAD 83(2011) Y  - -4,573,779.915 (meters)                     COMP
 DK5234  NAD 83(2011) Z  -  4,429,604.366 (meters)                     COMP
 DK5234  LAPLACE CORR    -         -7.84  (seconds)                    DEFLEC18
 DK5234
 DK5234  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5234  Standards:
 DK5234         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5234            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5234  -------------------------------------------------------------------
 DK5234  NETWORK    0.37   0.35           0.17   0.13   0.18      0.08139497
 DK5234  -------------------------------------------------------------------
 DK5234  Click here for local accuracies and other accuracy information.
 DK5234
 DK5234.The horizontal coordinates were established by GPS observations
 DK5234.and adjusted by the National Geodetic Survey in June 2012.
 DK5234
 DK5234.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5234.been affixed to the stable North American tectonic plate. See 
 DK5234.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5234
 DK5234.The horizontal coordinates are valid at the epoch date displayed above
 DK5234.which is a decimal equivalence of Year/Month/Day.
 DK5234
 DK5234.The orthometric height was determined by GPS observations and a
 DK5234.high-resolution geoid model using precise GPS observation and
 DK5234.processing techniques.
 DK5234
 DK5234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5234.GEOID18 height accuracy estimate available here.
 DK5234
 DK5234.Click photographs - Photos may exist for this station.
 DK5234
 DK5234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5234
 DK5234.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5234
 DK5234.The ellipsoidal height was determined by GPS observations
 DK5234.and is referenced to NAD 83.
 DK5234
 DK5234. The following values were computed from the NAD 83(2011) position.
 DK5234
 DK5234;                    North         East     Units Scale Factor Converg.
 DK5234;SPC WI C     -    49,079.418   493,871.331   MT  0.99999679   -0 56 16.4
 DK5234;SPC WI C     -   161,021.39  1,620,309.53   sFT  0.99999679   -0 56 16.4
 DK5234;UTM  15      - 4,902,908.383   633,349.484   MT  0.99981869   +1 09 58.9
 DK5234
 DK5234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5234!SPC WI C     -   0.99995426  x   0.99999679  =   0.99995105
 DK5234!UTM  15      -   0.99995426  x   0.99981869  =   0.99977296
 DK5234
 DK5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3334902908(NAD 83)
 DK5234
 DK5234                          SUPERSEDED SURVEY CONTROL
 DK5234
 DK5234  NAD 83(2007)-  44 16 01.92775(N)    091 19 45.26946(W) AD(2002.00) 1
 DK5234  ELLIP H (07/29/08)  291.771  (m)                       GP(2002.00) 3 1
 DK5234  NAVD 88 (07/29/08)  323.08   (m)  GEOID03  model used  GPS OBS        
 DK5234
 DK5234.Superseded values are not recommended for survey control.
 DK5234
 DK5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5234.See file dsdata.pdf to determine how the superseded data were derived.
 DK5234
 DK5234_MARKER: DD = SURVEY DISK
 DK5234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5234_STAMPING: 36 PRESTON SW GPS 1995
 DK5234_MARK LOGO: WI-121
 DK5234_PROJECTION: FLUSH
 DK5234_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5234+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 DK5234
 DK5234  HISTORY     - Date     Condition        Report By
 DK5234  HISTORY     - 1995     MONUMENTED       WI-121
 DK5234  HISTORY     - 20061025 GOOD             WIDT
 DK5234  HISTORY     - 20110929 GOOD             WIDT
 DK5234
 DK5234                          STATION DESCRIPTION
 DK5234
 DK5234'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5234'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 WITH COUNTY
 DK5234'HIGHWAY D ABOUT 8 MI (12.9 KM) EAST OF THE CITY OF ARCADIA, GO
 DK5234'NORTHWEST ON COUNTY HIGHWAY D FOR 0.45 MI (0.7 KM) TO THE STATION ON
 DK5234'THE RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC
 DK5234'CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER
 DK5234'CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DK5234'HIGHWAY PAVEMENT.  THE STATION IS 10.1 M (33.1 FT) NORTHEAST OF THE
 DK5234'CENTERLINE OF COUNTY HIGHWAY D, 22.3 M (73.2 FT) NORTH OF A WOOD POST
 DK5234'FOR A --40 MPH CURVE AHEAD-- SIGN, 16.6 M (54.5 FT) SOUTH-SOUTHEAST OF
 DK5234'A TELEPHONE PEDESTAL --1809--, 8 M (26.2 FT) SOUTHEAST OF THE EXTENDED
 DK5234'CENTER OF A PRIVATE ENTRANCE --N29383--, AND 1.0 M (3.3 FT) WEST,
 DK5234'NORTHEAST, AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5234'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5234'THAN 15 DEGREES ABOVE THE HORIZON.
 DK5234
 DK5234                          STATION RECOVERY (2011)
 DK5234
 DK5234'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0824 ***********************************************************************
 QM0824  DESIGNATION -  3614E30S GPS 0017
 QM0824  PID         -  QM0824
 QM0824  STATE/COUNTY-  WI/FOREST
 QM0824  COUNTRY     -  US
 QM0824  USGS QUAD   -  LAKE LUCERNE (2018)
 QM0824
 QM0824                         *CURRENT SURVEY CONTROL
 QM0824  ______________________________________________________________________
 QM0824* NAD 83(2011) POSITION- 45 34 10.80542(N) 088 46 49.08010(W)   ADJUSTED
 QM0824* NAD 83(2011) ELLIP HT-   454.673 (meters)        (06/27/12)   ADJUSTED
 QM0824* NAD 83(2011) EPOCH   -  2010.00
 QM0824* NAVD 88 ORTHO HEIGHT -   488.3   (meters)     1602.    (feet) VERTCON3
 QM0824  ______________________________________________________________________
 QM0824  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 QM0824  NAD 83(2011) X  -     95,211.335 (meters)                     COMP
 QM0824  NAD 83(2011) Y  - -4,471,905.967 (meters)                     COMP
 QM0824  NAD 83(2011) Z  -  4,532,217.723 (meters)                     COMP
 QM0824  LAPLACE CORR    -         -5.80  (seconds)                    DEFLEC18
 QM0824
 QM0824  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0824  Standards:
 QM0824         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0824            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0824  -------------------------------------------------------------------
 QM0824  NETWORK    2.29   3.59           0.97   0.84   1.83      0.43750668
 QM0824  -------------------------------------------------------------------
 QM0824  Click here for local accuracies and other accuracy information.
 QM0824
 QM0824.The horizontal coordinates were established by GPS observations
 QM0824.and adjusted by the National Geodetic Survey in June 2012.
 QM0824
 QM0824.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0824.been affixed to the stable North American tectonic plate. See 
 QM0824.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0824
 QM0824.The horizontal coordinates are valid at the epoch date displayed above
 QM0824.which is a decimal equivalence of Year/Month/Day.
 QM0824
 QM0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0824
 QM0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0824.GEOID18 height accuracy estimate available here.
 QM0824
 QM0824.Click photographs - Photos may exist for this station.
 QM0824
 QM0824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0824
 QM0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0824
 QM0824.The ellipsoidal height was determined by GPS observations
 QM0824.and is referenced to NAD 83.
 QM0824
 QM0824. The following values were computed from the NAD 83(2011) position.
 QM0824
 QM0824;                    North         East     Units Scale Factor Converg.
 QM0824;SPC WI N     -    45,522.182   695,207.957   MT  0.99999946   +0 52 47.5
 QM0824;SPC WI N     -   149,350.69  2,280,861.44   sFT  0.99999946   +0 52 47.5
 QM0824;UTM  16      - 5,047,777.922   361,082.904   MT  0.99983726   -1 16 17.5
 QM0824
 QM0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0824!SPC WI N     -   0.99992872  x   0.99999946  =   0.99992818
 QM0824!UTM  16      -   0.99992872  x   0.99983726  =   0.99976599
 QM0824
 QM0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6108247777(NAD 83)
 QM0824
 QM0824                          SUPERSEDED SURVEY CONTROL
 QM0824
 QM0824  NAD 83(2007)-  45 34 10.80543(N)    088 46 49.08101(W) AD(2002.00) 0
 QM0824  ELLIP H (02/10/07)  454.705  (m)                       GP(2002.00)    
 QM0824  NAD 83(1997)-  45 34 10.80576(N)    088 46 49.08142(W) AD(       ) 1
 QM0824  ELLIP H (06/17/02)  454.704  (m)                       GP(       ) 3 2
 QM0824  NAD 83(1991)-  45 34 10.80576(N)    088 46 49.08018(W) AD(       ) 1
 QM0824  ELLIP H (10/12/93)  454.670  (m)                       GP(       ) 3 2
 QM0824  NGVD 29 (10/12/93)  488.3    (m)  GEOID93  model used  GPS OBS        
 QM0824
 QM0824.Superseded values are not recommended for survey control.
 QM0824
 QM0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0824.See file dsdata.pdf to determine how the superseded data were derived.
 QM0824
 QM0824_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0824_SETTING: 0 = UNSPECIFIED SETTING
 QM0824_STAMPING: 3614E30S GPS 0017 1991 USDA F.S.
 QM0824_MARK LOGO: USFS
 QM0824_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0824+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QM0824
 QM0824  HISTORY     - Date     Condition        Report By
 QM0824  HISTORY     - 1991     MONUMENTED       USFS
 QM0824
 QM0824                          STATION DESCRIPTION
 QM0824
 QM0824'DESCRIBED BY US FOREST SERVICE 1991
 QM0824'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0824'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCES DEEP.  3/4 INCH DIAMETER
 QM0824'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0824'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0824'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0824'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0824'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0824'HIGHWAY 8 AND 32 IN LAONA, WISCONSIN.  PROCEED WEST ALONG STATE
 QM0824'HIGHWAY 8, 5.40 MILES. (8.69 KM)  THE STATION IS 68 FEET (20.7 M)
 QM0824'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 8 AND ON THE NORTH END OF
 QM0824'WABIKON LAKE. THERE IS A STEEL SIGN POST 1.41 FEET (0.43 M) SOUTH OF
 QM0824'THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0013 ***********************************************************************
 NH0013  DESIGNATION -  37
 NH0013  PID         -  NH0013
 NH0013  STATE/COUNTY-  WI/WAUKESHA
 NH0013  COUNTRY     -  US
 NH0013  USGS QUAD   -  GENESEE (2018)
 NH0013
 NH0013                         *CURRENT SURVEY CONTROL
 NH0013  ______________________________________________________________________
 NH0013* NAD 83(1986) POSITION- 42 59 59.     (N) 088 15 22.     (W)   SCALED
 NH0013* NAVD 88 ORTHO HEIGHT -   246.872 (meters)      809.95  (feet) ADJUSTED
 NH0013  ______________________________________________________________________
 NH0013  GEOID HEIGHT    -        -34.694 (meters)                     GEOID18
 NH0013  DYNAMIC HEIGHT  -        246.804 (meters)      809.72  (feet) COMP
 NH0013  MODELED GRAVITY -    980,342.0   (mgal)                       NAVD 88
 NH0013
 NH0013  VERT ORDER      -  SECOND    CLASS 0
 NH0013
 NH0013.The horizontal coordinates were scaled from a map and have
 NH0013.an estimated accuracy of +/- 6 seconds.
 NH0013
 NH0013.The orthometric height was determined by differential leveling and
 NH0013.adjusted by the NATIONAL GEODETIC SURVEY
 NH0013.in June 1991.
 NH0013
 NH0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0013.GEOID18 height accuracy estimate available here.
 NH0013
 NH0013.Click photographs - Photos may exist for this station.
 NH0013
 NH0013.The dynamic height is computed by dividing the NAVD 88
 NH0013.geopotential number by the normal gravity value computed on the
 NH0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0013.degrees latitude (g = 980.6199 gals.).
 NH0013
 NH0013.The modeled gravity was interpolated from observed gravity values.
 NH0013
 NH0013;                    North         East    Units  Estimated Accuracy
 NH0013;SPC WI S     -   112,550.      742,180.      MT  (+/- 180 meters Scaled)
 NH0013
 NH0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN976615(NAD 83)
 NH0013
 NH0013                          SUPERSEDED SURVEY CONTROL
 NH0013
 NH0013  NGVD 29 (??/??/92)  246.945  (m)          810.19   (f) ADJ UNCH    2 0
 NH0013
 NH0013.Superseded values are not recommended for survey control.
 NH0013
 NH0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0013.See file dsdata.pdf to determine how the superseded data were derived.
 NH0013
 NH0013_MARKER: DD = SURVEY DISK
 NH0013_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NH0013_STAMPING: 37
 NH0013_MARK LOGO: CGS+SS
 NH0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0013
 NH0013  HISTORY     - Date     Condition        Report By
 NH0013  HISTORY     - 1934     MONUMENTED       WIGS
 NH0013  HISTORY     - 1934     GOOD             CGS
 NH0013  HISTORY     - 20030319 MARK NOT FOUND   USPSQD
 NH0013
 NH0013                          STATION DESCRIPTION
 NH0013
 NH0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0013'2 MI SW FROM WAUKESHA.
 NH0013'2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0013'PACIFIC RAILROAD FROM THE POST OFFICE AT WAUKESHA, WAUKESHA
 NH0013'COUNTY, IN THE NORTHWEST 1/4 SEC. 9, T 6 N, R 19 E., AT THE
 NH0013'CROSSING OF STATE HIGHWAY 59, 23.5 FEET SOUTH OF THE CENTERLINE
 NH0013'OF THE HIGHWAY, 10.2 FEET SOUTHEAST OF A BELL SIGNAL, 7 FEET
 NH0013'SOUTH OF THE CENTERLINE OF A MANHOLE, AND 1 INCH ABOVE THE
 NH0013'GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 37 AND SET IN THE
 NH0013'TOP OF A CONCRETE POST.
 NH0013
 NH0013                          STATION RECOVERY (2003)
 NH0013
 NH0013'RECOVERY NOTE BY US POWER SQUADRON 2003 (RK)
 NH0013'MARK NOT FOUND.  THERE IS NO GRADE CROSSING WITH RR AND ROAD.  ROAD
 NH0013'WEST ST. PAUL AVENUE NOW CROSSES RR USING AN OVERHEAD BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8411 ***********************************************************************
 AB8411  DESIGNATION -  37
 AB8411  PID         -  AB8411
 AB8411  STATE/COUNTY-  WI/BURNETT
 AB8411  COUNTRY     -  US
 AB8411  USGS QUAD   -  TRADE RIVER (2018)
 AB8411
 AB8411                         *CURRENT SURVEY CONTROL
 AB8411  ______________________________________________________________________
 AB8411* NAD 83(2011) POSITION- 45 40 18.94625(N) 092 39 20.50344(W)   ADJUSTED
 AB8411* NAD 83(2011) ELLIP HT-   244.252 (meters)        (06/27/12)   ADJUSTED
 AB8411* NAD 83(2011) EPOCH   -  2010.00
 AB8411* NAVD 88 ORTHO HEIGHT -   271.4   (meters)      890.    (feet) GPS OBS
 AB8411  ______________________________________________________________________
 AB8411  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8411  GEOID HEIGHT    -        -26.592 (meters)                     GEOID93
 AB8411  GEOID HEIGHT    -        -27.123 (meters)                     GEOID18
 AB8411  NAD 83(2011) X  -   -206,865.172 (meters)                     COMP
 AB8411  NAD 83(2011) Y  - -4,459,853.400 (meters)                     COMP
 AB8411  NAD 83(2011) Z  -  4,540,016.998 (meters)                     COMP
 AB8411  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 AB8411
 AB8411  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8411  Standards:
 AB8411         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8411            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8411  -------------------------------------------------------------------
 AB8411  NETWORK    0.91   1.22           0.39   0.35   0.62      0.01782935
 AB8411  -------------------------------------------------------------------
 AB8411  Click here for local accuracies and other accuracy information.
 AB8411
 AB8411.The horizontal coordinates were established by GPS observations
 AB8411.and adjusted by the National Geodetic Survey in June 2012.
 AB8411
 AB8411.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8411.been affixed to the stable North American tectonic plate. See 
 AB8411.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8411
 AB8411.The horizontal coordinates are valid at the epoch date displayed above
 AB8411.which is a decimal equivalence of Year/Month/Day.
 AB8411
 AB8411.The orthometric height was determined by GPS observations and a
 AB8411.high-resolution geoid model.
 AB8411
 AB8411.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8411.GEOID18 height accuracy estimate available here.
 AB8411
 AB8411.Click photographs - Photos may exist for this station.
 AB8411
 AB8411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8411
 AB8411.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8411
 AB8411.The ellipsoidal height was determined by GPS observations
 AB8411.and is referenced to NAD 83.
 AB8411
 AB8411. The following values were computed from the NAD 83(2011) position.
 AB8411
 AB8411;                    North         East     Units Scale Factor Converg.
 AB8411;SPC WI N     -    59,615.857   393,110.813   MT  0.99998256   -1 54 56.7
 AB8411;SPC WI N     -   195,589.69  1,289,731.06   sFT  0.99998256   -1 54 56.7
 AB8411;UTM  15      - 5,057,655.303   526,817.423   MT  0.99960884   +0 14 46.7
 AB8411
 AB8411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8411!SPC WI N     -   0.99996171  x   0.99998256  =   0.99994427
 AB8411!UTM  15      -   0.99996171  x   0.99960884  =   0.99957056
 AB8411
 AB8411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2681757655(NAD 83)
 AB8411
 AB8411                          SUPERSEDED SURVEY CONTROL
 AB8411
 AB8411  NAD 83(2007)-  45 40 18.94624(N)    092 39 20.50391(W) AD(2002.00) 0
 AB8411  ELLIP H (02/10/07)  244.292  (m)                       GP(2002.00)    
 AB8411  NAD 83(1997)-  45 40 18.94645(N)    092 39 20.50445(W) AD(       ) 1
 AB8411  ELLIP H (01/30/03)  244.320  (m)                       GP(       ) 4 1
 AB8411  NAD 83(1991)-  45 40 18.94589(N)    092 39 20.50246(W) AD(       ) 1
 AB8411  ELLIP H (12/09/96)  244.352  (m)                       GP(       ) 4 1
 AB8411
 AB8411.Superseded values are not recommended for survey control.
 AB8411
 AB8411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8411.See file dsdata.pdf to determine how the superseded data were derived.
 AB8411
 AB8411_MARKER: DD = SURVEY DISK
 AB8411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8411+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AB8411
 AB8411  HISTORY     - Date     Condition        Report By
 AB8411  HISTORY     - 1991     MONUMENTED       WI-013
 AB8411
 AB8411                          STATION DESCRIPTION
 AB8411
 AB8411'DESCRIBED BY BURNETT COUNTY WISCONSIN 1991
 AB8411'THE STATION IS LOCATED 24.8 KM (15.40 MI) SOUTHWEST OF THE VILLAGE OF
 AB8411'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8411'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 11.4 KM (7.10 MI)
 AB8411'SOUTHEAST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE NORTHEAST
 AB8411'QUARTER OF THE NORTHEAST QUARTER, SECTION 25, T37N, R19W, TOWN OF
 AB8411'ANDERSON.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG,
 AB8411'WISCONSIN (WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO
 AB8411'SOUTH ALONG STATE HIGHWAY 48/87 7.31 KM (4.55 MI) TO WHERE STATE
 AB8411'HIGHWAY 48 SPLITS OFF TO EAST, CONTINUE SOUTH (STRAIGHT AHEAD) ALONG
 AB8411'STATE HIGHWAY 87 4.1 KM (2.55 MI) TO CARL-BERG ROAD, GO EAST ALONG
 AB8411'CARL-BERG ROAD 1.28 KM (0.80 MI) TO STATION LOCATED 45.5 FEET (13.9 M)
 AB8411'SOUTH OF ROAD 91 FEET (27.7 M) WEST OF BRIDGE OVER TRADE RIVER.  THIS
 AB8411'STATION IS A EXISTING BURNETT COUNTY BENCH MARK ESTABLISHED IN 1991.
 AB8411'FIBERGLASS WITNESS POST SET 1.5 FEET (0.5 M) SOUTH OF THE STATION.
 AB8411'THE STATION MARKER IS SET IN A 15 CM ROUND CONCRETE MONUMENT 8 CM
 AB8411'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8675 ***********************************************************************
 DH8675  DESIGNATION -  37 ADP
 DH8675  PID         -  DH8675
 DH8675  STATE/COUNTY-  WI/COLUMBIA
 DH8675  COUNTRY     -  US
 DH8675  USGS QUAD   -  POYNETTE (2018)
 DH8675
 DH8675                         *CURRENT SURVEY CONTROL
 DH8675  ______________________________________________________________________
 DH8675* NAD 83(1986) POSITION- 43 23 32.45   (N) 089 24 09.36   (W)   HD_HELD1
 DH8675* NAVD 88 ORTHO HEIGHT -   259.714 (meters)      852.08  (feet) ADJUSTED
 DH8675  ______________________________________________________________________
 DH8675  GEOID HEIGHT    -        -35.100 (meters)                     GEOID18
 DH8675  DYNAMIC HEIGHT  -        259.650 (meters)      851.87  (feet) COMP
 DH8675  MODELED GRAVITY -    980,367.3   (mgal)                       NAVD 88
 DH8675
 DH8675  VERT ORDER      -  SECOND    CLASS I
 DH8675
 DH8675.The horizontal coordinates were determined by differentially corrected
 DH8675.hand held GPS observations or other comparable positioning techniques
 DH8675.and have an estimated accuracy of +/- 3 meters.
 DH8675
 DH8675.The orthometric height was determined by differential leveling and
 DH8675.adjusted by the WI DEPT OF TRANSP
 DH8675.in May 2012.
 DH8675
 DH8675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8675.GEOID18 height accuracy estimate available here.
 DH8675
 DH8675.Click photographs - Photos may exist for this station.
 DH8675
 DH8675.The dynamic height is computed by dividing the NAVD 88
 DH8675.geopotential number by the normal gravity value computed on the
 DH8675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8675.degrees latitude (g = 980.6199 gals.).
 DH8675
 DH8675.The modeled gravity was interpolated from observed gravity values.
 DH8675
 DH8675;                    North         East    Units  Estimated Accuracy
 DH8675;SPC WI S     -   154,849.7     648,397.8     MT  (+/- 3 meters HH1 GPS) 
 DH8675
 DH8675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0541507189(NAD 83)
 DH8675
 DH8675                          SUPERSEDED SURVEY CONTROL
 DH8675
 DH8675  NAVD 88 (04/20/07)  259.693  (m)          852.01   (f) SUPERSEDED  2 1
 DH8675
 DH8675.Superseded values are not recommended for survey control.
 DH8675
 DH8675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8675.See file dsdata.pdf to determine how the superseded data were derived.
 DH8675
 DH8675_MARKER: DB = BENCH MARK DISK
 DH8675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8675_STAMPING: 852 37 ADP 1950
 DH8675_MARK LOGO: USGS
 DH8675_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8675+STABILITY: SURFACE MOTION
 DH8675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8675+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 DH8675
 DH8675  HISTORY     - Date     Condition        Report By
 DH8675  HISTORY     - 1950     MONUMENTED       USGS
 DH8675  HISTORY     - 20031010 GOOD             WIDT
 DH8675  HISTORY     - 20080505 GOOD             WIDT
 DH8675
 DH8675                          STATION DESCRIPTION
 DH8675
 DH8675'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH8675'OWNERSHIP--POYNETTE PRESBYTERIAN CHURCH.  TO REACH THE STATION FROM
 DH8675'THE US POST OFFICE IN POYNETTE AT 128 SEWARD STREET, GO WEST ON SEWARD
 DH8675'STREET FOR 0.05 MI (0.08 KM) TO THE JUNCTION WITH NORTH MAIN STREET,
 DH8675'TURN RIGHT AND GO NORTH ON NORTH MAIN STREET FOR 0.05 MI (0.08 KM) TO
 DH8675'THE STATION ON THE RIGHT NEAR THE NORTHWEST CORNER OF THE-- POYNETTE
 DH8675'PRESBYTERIAN-- CHURCH.  THE STATION IS A BRASS US GEOLOGICAL SURVEY
 DH8675'BENCH MARK DISK SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST.  THE
 DH8675'STATION IS 14.0 M (45.9 FT) EAST OF THE CENTERLINE OF NORTH MAIN
 DH8675'STREET, 24.9 M (81.7 FT) SOUTH OF THE CENTERLINE OF TOMLINSON STREET,
 DH8675'1.5 M (4.9 FT) EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH,
 DH8675'AND 0.6 M (2.0 FT) NORTH OF THE NORTH FACE OF THE CHURCH.
 DH8675'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE
 DH8675'CHURCH TO THE EAST-NORTHEAST EXTENDING ABOVE 25 DEGREES ABOVE THE
 DH8675'HORIZON.
 DH8675
 DH8675                          STATION RECOVERY (2008)
 DH8675
 DH8675'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8675'RECOVERED IN GOOD CONDITION.
 DH8675'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51 WITH COUNTY
 DH8675'HIGHWAYS CS AND Q (NORTH STREET) IN THE VILLAGE OF POYNETTE, GO WEST
 DH8675'ON COUNTY HIGHWAYS CS AND Q (NORTH STREET) FOR 0.35 MILE TO COUNTY
 DH8675'HIGHWAYS CS AND Q TURNING LEFT (MAIN STREET), TURN LEFT AND GO SOUTH
 DH8675'ON COUNTY HIGHWAYS CS AND Q (MAIN STREET) FOR 0.2 MILE TO TOMLINSON
 DH8675'STREET AND THE STATION IN THE SOUTHEAST QUADRANT ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0211 ***********************************************************************
 ON0211  DESIGNATION -  37 FDR
 ON0211  PID         -  ON0211
 ON0211  STATE/COUNTY-  WI/VERNON
 ON0211  COUNTRY     -  US
 ON0211  USGS QUAD   -  GENOA (2018)
 ON0211
 ON0211                         *CURRENT SURVEY CONTROL
 ON0211  ______________________________________________________________________
 ON0211* NAD 83(1986) POSITION- 43 32 18.39   (N) 091 13 37.03   (W)   HD_HELD1
 ON0211* NAVD 88 ORTHO HEIGHT -   196.127 (meters)      643.46  (feet) ADJUSTED
 ON0211  ______________________________________________________________________
 ON0211  GEOID HEIGHT    -        -31.547 (meters)                     GEOID18
 ON0211  DYNAMIC HEIGHT  -        196.090 (meters)      643.34  (feet) COMP
 ON0211  MODELED GRAVITY -    980,428.3   (mgal)                       NAVD 88
 ON0211
 ON0211  VERT ORDER      -  FIRST     CLASS I
 ON0211
 ON0211.The horizontal coordinates were determined by differentially corrected
 ON0211.hand held GPS observations or other comparable positioning techniques
 ON0211.and have an estimated accuracy of +/- 3 meters.
 ON0211
 ON0211.The orthometric height was determined by differential leveling and
 ON0211.adjusted by the NATIONAL GEODETIC SURVEY
 ON0211.in June 1991.
 ON0211
 ON0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0211.GEOID18 height accuracy estimate available here.
 ON0211
 ON0211.Click photographs - Photos may exist for this station.
 ON0211
 ON0211.The dynamic height is computed by dividing the NAVD 88
 ON0211.geopotential number by the normal gravity value computed on the
 ON0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0211.degrees latitude (g = 980.6199 gals.).
 ON0211
 ON0211.The modeled gravity was interpolated from observed gravity values.
 ON0211
 ON0211;                    North         East    Units  Estimated Accuracy
 ON0211;SPC WI S     -   171,636.2     500,841.1     MT  (+/- 3 meters HH1 GPS) 
 ON0211
 ON0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4325122137(NAD 83)
 ON0211
 ON0211                          SUPERSEDED SURVEY CONTROL
 ON0211
 ON0211  NGVD 29 (??/??/92)  196.163  (m)          643.58   (f) ADJ UNCH    1 1
 ON0211
 ON0211.Superseded values are not recommended for survey control.
 ON0211
 ON0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0211.See file dsdata.pdf to determine how the superseded data were derived.
 ON0211
 ON0211_MARKER: DD = SURVEY DISK
 ON0211_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON0211_SP_SET: BOX CULVERT HEADWALL
 ON0211_STAMPING: 37 FDR 1962 644
 ON0211_MARK LOGO: USGS
 ON0211_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0211+STABILITY: SURFACE MOTION
 ON0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0211+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2010
 ON0211
 ON0211  HISTORY     - Date     Condition        Report By
 ON0211  HISTORY     - 1962     MONUMENTED       USGS
 ON0211  HISTORY     - 1970     GOOD             NGS
 ON0211  HISTORY     - 20010410 GOOD             WIDT
 ON0211  HISTORY     - 20100802 GOOD             WIDT
 ON0211
 ON0211                          STATION DESCRIPTION
 ON0211
 ON0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0211'2.2 MI S FROM GENOA.
 ON0211'ABOUT 2.25 MILES SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0211'FROM THE CENTRAL CONTROL BUILDING FOR LOCK AND DAM NUMBER 8 AT
 ON0211'GENOA, 0.25 MILE NORTH OF MILEPOST 278, 0.1 MILE SOUTH OF A
 ON0211'CROSSING OF THE RAILROAD AND A POWER LINE, 151 YARDS NORTH OF
 ON0211'THE CENTER OF A JUNCTION OF STATE HIGHWAY 35 AND A DIRT ROAD
 ON0211'WHICH LEADS NORTHEAST, 155 FEET EAST AND ACROSS THE HIGHWAY
 ON0211'FROM THE EAST RAIL OF THE EAST TRACK, 43 FEET EAST OF THE
 ON0211'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF
 ON0211'THE EAST CONCRETE HEADWALL OF A 11- X 8-FOOT CONCRETE CULVERT
 ON0211'UNDER THE HIGHWAY, ABOUT 20 FEET ABOVE THE LEVEL OF THE TRACK,
 ON0211'AND ABOUT 9 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 4,
 ON0211'T 12N, R 7W.
 ON0211
 ON0211                          STATION RECOVERY (2001)
 ON0211
 ON0211'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0211'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0211'STATION FROM THE JUCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 56 IN
 ON0211'THE VILLAGE OF GENOA, GO SOUTH ON STATE HIGHWAY 35 FOR 2.1 MI (3.38
 ON0211'KM) TO PRIVATE ENTRANCE --S5238-- ON THE LEFT, CONTINUE SOUTH ON STATE
 ON0211'HIGHWAY 35 FOR 0.1 MI (0.16 KM) TO THE STATION ON THE LEFT.  THE
 ON0211'STATION IS AN ALUMINUM US GEOLOGICAL SURVEY SURVEY DISK SET IN THE TOP
 ON0211'OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE BOX CULVERT
 ON0211'HEADWALL ABOUT 3 M (9.8 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION
 ON0211'IS 13.4 M (44.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 35, 22 M
 ON0211'(72.2 FT) NORTH OF PRIVATE ENTRANCES --S5286 AND S5290--, 10.5 M (34.4
 ON0211'FT) NORTH-NORTHWEST OF POWER POLE --9515BB44-- AND 0.4 M (1.3 FT) EAST
 ON0211'OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION IS NOT
 ON0211'SUITABLE FOR GPS OBSERVATION DUE TO OBSTRUCTIONS IN ALL QUADRANTS
 ON0211'EXTENDING HIGHER THAN 45 DEGREES ABOVE THE HORIZON.
 ON0211
 ON0211                          STATION RECOVERY (2010)
 ON0211
 ON0211'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0811 ***********************************************************************
 QM0811  DESIGNATION -  3712E09S GPS 0021
 QM0811  PID         -  QM0811
 QM0811  STATE/COUNTY-  WI/FOREST
 QM0811  COUNTRY     -  US
 QM0811  USGS QUAD   -  ARGONNE (2018)
 QM0811
 QM0811                         *CURRENT SURVEY CONTROL
 QM0811  ______________________________________________________________________
 QM0811* NAD 83(2011) POSITION- 45 42 09.97665(N) 088 59 46.25218(W)   ADJUSTED
 QM0811* NAD 83(2011) ELLIP HT-   477.818 (meters)        (06/27/12)   ADJUSTED
 QM0811* NAD 83(2011) EPOCH   -  2010.00
 QM0811* NAVD 88 ORTHO HEIGHT -   510.4   (meters)     1675.    (feet) VERTCON3
 QM0811  ______________________________________________________________________
 QM0811  GEOID HEIGHT    -        -32.732 (meters)                     GEOID18
 QM0811  NAD 83(2011) X  -     78,176.273 (meters)                     COMP
 QM0811  NAD 83(2011) Y  - -4,461,673.803 (meters)                     COMP
 QM0811  NAD 83(2011) Z  -  4,542,578.910 (meters)                     COMP
 QM0811  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 QM0811
 QM0811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0811  Standards:
 QM0811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0811  -------------------------------------------------------------------
 QM0811  NETWORK    3.28   4.57           1.43   1.09   2.33      0.56490528
 QM0811  -------------------------------------------------------------------
 QM0811  Click here for local accuracies and other accuracy information.
 QM0811
 QM0811.The horizontal coordinates were established by GPS observations
 QM0811.and adjusted by the National Geodetic Survey in June 2012.
 QM0811
 QM0811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0811.been affixed to the stable North American tectonic plate. See 
 QM0811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0811
 QM0811.The horizontal coordinates are valid at the epoch date displayed above
 QM0811.which is a decimal equivalence of Year/Month/Day.
 QM0811
 QM0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0811
 QM0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0811.GEOID18 height accuracy estimate available here.
 QM0811
 QM0811.Click photographs - Photos may exist for this station.
 QM0811
 QM0811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0811
 QM0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0811
 QM0811.The ellipsoidal height was determined by GPS observations
 QM0811.and is referenced to NAD 83.
 QM0811
 QM0811. The following values were computed from the NAD 83(2011) position.
 QM0811
 QM0811;                    North         East     Units Scale Factor Converg.
 QM0811;SPC WI N     -    60,078.592   678,170.632   MT  0.99997808   +0 43 26.9
 QM0811;SPC WI N     -   197,107.85  2,224,964.82   sFT  0.99997808   +0 43 26.9
 QM0811;UTM  16      - 5,062,962.035   344,606.256   MT  0.99989688   -1 25 44.4
 QM0811
 QM0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0811!SPC WI N     -   0.99992510  x   0.99997808  =   0.99990318
 QM0811!UTM  16      -   0.99992510  x   0.99989688  =   0.99982198
 QM0811
 QM0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4460662962(NAD 83)
 QM0811
 QM0811                          SUPERSEDED SURVEY CONTROL
 QM0811
 QM0811  NAD 83(2007)-  45 42 09.97679(N)    088 59 46.25170(W) AD(2002.00) 0
 QM0811  ELLIP H (02/10/07)  477.833  (m)                       GP(2002.00)    
 QM0811  NAD 83(1997)-  45 42 09.97647(N)    088 59 46.25232(W) AD(       ) 1
 QM0811  ELLIP H (06/17/02)  477.843  (m)                       GP(       ) 3 2
 QM0811  NAD 83(1991)-  45 42 09.97635(N)    088 59 46.25108(W) AD(       ) 1
 QM0811  ELLIP H (10/12/93)  477.784  (m)                       GP(       ) 3 2
 QM0811  NGVD 29 (10/12/93)  510.4    (m)  GEOID93  model used  GPS OBS        
 QM0811
 QM0811.Superseded values are not recommended for survey control.
 QM0811
 QM0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0811.See file dsdata.pdf to determine how the superseded data were derived.
 QM0811
 QM0811_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0811_SETTING: 0 = UNSPECIFIED SETTING
 QM0811_STAMPING: 3712E09S GPS 0021 1991 USDA F.S.
 QM0811_MARK LOGO: USFS
 QM0811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0811+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QM0811
 QM0811  HISTORY     - Date     Condition        Report By
 QM0811  HISTORY     - 1991     MONUMENTED       USFS
 QM0811
 QM0811                          STATION DESCRIPTION
 QM0811
 QM0811'DESCRIBED BY US FOREST SERVICE 1991
 QM0811'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0811'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0811'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND TOP SECURITY ROD WERE
 QM0811'DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0811'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0811'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0811'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0811'HIGHWAY 32 AND FOREST SERVICE ROAD 2186 (WEST PINE LAKE ROAD) IN THE
 QM0811'TOWN OF HILES, WISCONSIN.  PROCEED WEST ON FOREST SERVICE ROAD 2186
 QM0811'(WEST PINE LAKE ROAD) 0.90 MILES (1.45 KM) TO YELLOW BIRCH ROAD.
 QM0811'THEN CONTINUE WEST ON YELLOW BIRCH ROAD APPROXIMATELY 175 FEET.
 QM0811'(53.3 M)  FROM THIS POINT THE STATION IS 20 FEET (6.1 M) SOUTH OF THE
 QM0811'CENTERLINE OF YELLOW BIRCH ROAD.  THERE IS A STEEL SIGN POST 1.20
 QM0811'FEET (0.37 M) SOUTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0808 ***********************************************************************
 QM0808  DESIGNATION -  3713E02S GPS 0022
 QM0808  PID         -  QM0808
 QM0808  STATE/COUNTY-  WI/FOREST
 QM0808  COUNTRY     -  US
 QM0808  USGS QUAD   -  CRANDON NE (2018)
 QM0808
 QM0808                         *CURRENT SURVEY CONTROL
 QM0808  ______________________________________________________________________
 QM0808* NAD 83(2011) POSITION- 45 43 10.24242(N) 088 49 30.26747(W)   ADJUSTED
 QM0808* NAD 83(2011) ELLIP HT-   459.440 (meters)        (06/27/12)   ADJUSTED
 QM0808* NAD 83(2011) EPOCH   -  2010.00
 QM0808* NAVD 88 ORTHO HEIGHT -   492.4   (meters)     1615.    (feet) VERTCON3
 QM0808  ______________________________________________________________________
 QM0808  GEOID HEIGHT    -        -33.060 (meters)                     GEOID18
 QM0808  NAD 83(2011) X  -     91,472.575 (meters)                     COMP
 QM0808  NAD 83(2011) Y  - -4,460,075.901 (meters)                     COMP
 QM0808  NAD 83(2011) Z  -  4,543,865.086 (meters)                     COMP
 QM0808  LAPLACE CORR    -         -5.95  (seconds)                    DEFLEC18
 QM0808
 QM0808  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0808  Standards:
 QM0808         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0808            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0808  -------------------------------------------------------------------
 QM0808  NETWORK    4.99   7.11           2.15   1.71   3.63      0.54593183
 QM0808  -------------------------------------------------------------------
 QM0808  Click here for local accuracies and other accuracy information.
 QM0808
 QM0808.The horizontal coordinates were established by GPS observations
 QM0808.and adjusted by the National Geodetic Survey in June 2012.
 QM0808
 QM0808.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0808.been affixed to the stable North American tectonic plate. See 
 QM0808.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0808
 QM0808.The horizontal coordinates are valid at the epoch date displayed above
 QM0808.which is a decimal equivalence of Year/Month/Day.
 QM0808
 QM0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0808
 QM0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0808.GEOID18 height accuracy estimate available here.
 QM0808
 QM0808.Click photographs - Photos may exist for this station.
 QM0808
 QM0808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0808
 QM0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0808
 QM0808.The ellipsoidal height was determined by GPS observations
 QM0808.and is referenced to NAD 83.
 QM0808
 QM0808. The following values were computed from the NAD 83(2011) position.
 QM0808
 QM0808;                    North         East     Units Scale Factor Converg.
 QM0808;SPC WI N     -    62,121.733   691,466.855   MT  0.99997577   +0 50 51.2
 QM0808;SPC WI N     -   203,811.05  2,268,587.51   sFT  0.99997577   +0 50 51.2
 QM0808;UTM  16      - 5,064,503.878   357,968.470   MT  0.99984801   -1 18 24.6
 QM0808
 QM0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0808!SPC WI N     -   0.99992798  x   0.99997577  =   0.99990375
 QM0808!UTM  16      -   0.99992798  x   0.99984801  =   0.99977600
 QM0808
 QM0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5796864503(NAD 83)
 QM0808
 QM0808                          SUPERSEDED SURVEY CONTROL
 QM0808
 QM0808  NAD 83(2007)-  45 43 10.24365(N)    088 49 30.26844(W) AD(2002.00) 0
 QM0808  ELLIP H (02/10/07)  459.446  (m)                       GP(2002.00)    
 QM0808  NAD 83(1997)-  45 43 10.24297(N)    088 49 30.26862(W) AD(       ) 1
 QM0808  ELLIP H (06/17/02)  459.464  (m)                       GP(       ) 3 2
 QM0808  NAD 83(1991)-  45 43 10.24297(N)    088 49 30.26739(W) AD(       ) 1
 QM0808  ELLIP H (10/12/93)  459.411  (m)                       GP(       ) 3 2
 QM0808  NGVD 29 (10/12/93)  492.4    (m)  GEOID93  model used  GPS OBS        
 QM0808
 QM0808.Superseded values are not recommended for survey control.
 QM0808
 QM0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0808.See file dsdata.pdf to determine how the superseded data were derived.
 QM0808
 QM0808_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0808_SETTING: 0 = UNSPECIFIED SETTING
 QM0808_STAMPING: 3713E02S GPS 0022 1991 USDA F.S.
 QM0808_MARK LOGO: USFS
 QM0808_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0808+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QM0808
 QM0808  HISTORY     - Date     Condition        Report By
 QM0808  HISTORY     - 1991     MONUMENTED       USFS
 QM0808
 QM0808                          STATION DESCRIPTION
 QM0808
 QM0808'DESCRIBED BY US FOREST SERVICE 1991
 QM0808'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0808'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCHE DIAMETER
 QM0808'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND TOP SECURITY ROD WERE
 QM0808'DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER ALUMINUM DOMED CAP WAS
 QM0808'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0808'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0808'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION STATE
 QM0808'HIGHWAYS 32 AND 55 IN ARGONNE, WISCONSIN. PROCEED NORTH ON STATE
 QM0808'HIGHWAY 55, 5.20 MILES (8.37 KM) TO FOREST SERVICE ROAD 2166.  THEN
 QM0808'PROCEED EAST ON FOREST SERVICE ROAD 2166, 1.80 MILES (2.90 KM) TO
 QM0808'FOREST SERVICE ROAD 2387.  THEN PROCEED SOUTH ON FOREST SERVICE ROAD
 QM0808'2387, 0.20 MILES. (0.32 KM) THE STATION IS 100 FEET (30.5 M) EAST OF
 QM0808'THE CENTERLINE OF FOREST SERVICE ROAD 2387.  THERE IS A STEEL SIGN
 QM0808'POST 1.20 FEET (0.37 M) EAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0813 ***********************************************************************
 QM0813  DESIGNATION -  3715E28S GPS 0018
 QM0813  PID         -  QM0813
 QM0813  STATE/COUNTY-  WI/FOREST
 QM0813  COUNTRY     -  US
 QM0813  USGS QUAD   -  LAKE GORDON (2018)
 QM0813
 QM0813                         *CURRENT SURVEY CONTROL
 QM0813  ______________________________________________________________________
 QM0813* NAD 83(2011) POSITION- 45 39 28.44827(N) 088 37 19.47169(W)   ADJUSTED
 QM0813* NAD 83(2011) ELLIP HT-   427.032 (meters)        (06/27/12)   ADJUSTED
 QM0813* NAD 83(2011) EPOCH   -  2010.00
 QM0813* NAVD 88 ORTHO HEIGHT -   460.7   (meters)     1511.    (feet) VERTCON3
 QM0813  ______________________________________________________________________
 QM0813  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 QM0813  NAD 83(2011) X  -    107,391.297 (meters)                     COMP
 QM0813  NAD 83(2011) Y  - -4,464,599.948 (meters)                     COMP
 QM0813  NAD 83(2011) Z  -  4,539,058.128 (meters)                     COMP
 QM0813  LAPLACE CORR    -         -8.03  (seconds)                    DEFLEC18
 QM0813
 QM0813  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0813  Standards:
 QM0813         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0813            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0813  -------------------------------------------------------------------
 QM0813  NETWORK    2.92   5.64           1.26   1.12   2.88      0.10034199
 QM0813  -------------------------------------------------------------------
 QM0813  Click here for local accuracies and other accuracy information.
 QM0813
 QM0813.The horizontal coordinates were established by GPS observations
 QM0813.and adjusted by the National Geodetic Survey in June 2012.
 QM0813
 QM0813.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0813.been affixed to the stable North American tectonic plate. See 
 QM0813.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0813
 QM0813.The horizontal coordinates are valid at the epoch date displayed above
 QM0813.which is a decimal equivalence of Year/Month/Day.
 QM0813
 QM0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0813
 QM0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0813.GEOID18 height accuracy estimate available here.
 QM0813
 QM0813.Click photographs - Photos may exist for this station.
 QM0813
 QM0813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0813
 QM0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0813
 QM0813.The ellipsoidal height was determined by GPS observations
 QM0813.and is referenced to NAD 83.
 QM0813
 QM0813. The following values were computed from the NAD 83(2011) position.
 QM0813
 QM0813;                    North         East     Units Scale Factor Converg.
 QM0813;SPC WI N     -    55,529.264   707,387.441   MT  0.99998469   +0 59 38.4
 QM0813;SPC WI N     -   182,182.26  2,320,820.30   sFT  0.99998469   +0 59 38.4
 QM0813;UTM  16      - 5,057,318.744   373,627.507   MT  0.99979634   -1 09 36.8
 QM0813
 QM0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0813!SPC WI N     -   0.99993306  x   0.99998469  =   0.99991775
 QM0813!UTM  16      -   0.99993306  x   0.99979634  =   0.99972941
 QM0813
 QM0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7362757318(NAD 83)
 QM0813
 QM0813                          SUPERSEDED SURVEY CONTROL
 QM0813
 QM0813  NAD 83(2007)-  45 39 28.44821(N)    088 37 19.47270(W) AD(2002.00) 0
 QM0813  ELLIP H (02/10/07)  427.047  (m)                       GP(2002.00)    
 QM0813  NAD 83(1997)-  45 39 28.44906(N)    088 37 19.47270(W) AD(       ) 1
 QM0813  ELLIP H (06/17/02)  427.051  (m)                       GP(       ) 3 2
 QM0813  NAD 83(1991)-  45 39 28.44907(N)    088 37 19.47147(W) AD(       ) 1
 QM0813  ELLIP H (10/12/93)  427.011  (m)                       GP(       ) 3 2
 QM0813  NGVD 29 (10/12/93)  460.7    (m)  GEOID93  model used  GPS OBS        
 QM0813
 QM0813.Superseded values are not recommended for survey control.
 QM0813
 QM0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0813.See file dsdata.pdf to determine how the superseded data were derived.
 QM0813
 QM0813_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0813_SETTING: 0 = UNSPECIFIED SETTING
 QM0813_STAMPING: 3715E28S GPS 0018
 QM0813_MARK LOGO: USFS
 QM0813_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0813+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 QM0813
 QM0813  HISTORY     - Date     Condition        Report By
 QM0813  HISTORY     - 1991     MONUMENTED       USFS
 QM0813  HISTORY     - 20061106 GOOD             INDIV
 QM0813
 QM0813                          STATION DESCRIPTION
 QM0813
 QM0813'DESCRIBED BY US FOREST SERVICE 1991
 QM0813'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0813'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0813'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0813'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0813'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0813'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0813'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF COUNTY
 QM0813'HIGHWAY G AND FOREST SERVICE ROAD 2128 IN THE TOWN OF CAVOUR.
 QM0813'PROCEED NORTH ON COUNTY HIGHWAY G 0.30 MILES (0.48 KM) TO STATE
 QM0813'HIGHWAY 8, THEN EAST ON STATE HIGHWAY 8 0.70 MILES. (1.13 KM)  THE
 QM0813'STATION IS 84 FEET (25.6 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 QM0813'8 ON TOP OF A STEEP BANK AND 84 FEET (25.6 M) WEST OF A PRIVATE
 QM0813'DRIVEWAY.  THERE IS A STEEL SIGN POST 1.50 FEET (0.46 M) WEST OF THE
 QM0813'STATION.
 QM0813
 QM0813                          STATION RECOVERY (2006)
 QM0813
 QM0813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JEA)
 QM0813'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0812 ***********************************************************************
 QM0812  DESIGNATION -  3716E36S GPS 0019
 QM0812  PID         -  QM0812
 QM0812  STATE/COUNTY-  WI/FOREST
 QM0812  COUNTRY     -  US
 QM0812  USGS QUAD   -  ARMSTRONG CREEK (2018)
 QM0812
 QM0812                         *CURRENT SURVEY CONTROL
 QM0812  ______________________________________________________________________
 QM0812* NAD 83(2011) POSITION- 45 38 44.70977(N) 088 26 37.05729(W)   ADJUSTED
 QM0812* NAD 83(2011) ELLIP HT-   401.555 (meters)        (06/27/12)   ADJUSTED
 QM0812* NAD 83(2011) EPOCH   -  2010.00
 QM0812* NAVD 88 ORTHO HEIGHT -   435.7   (meters)     1429.    (feet) VERTCON3
 QM0812  ______________________________________________________________________
 QM0812  GEOID HEIGHT    -        -34.280 (meters)                     GEOID18
 QM0812  NAD 83(2011) X  -    121,321.553 (meters)                     COMP
 QM0812  NAD 83(2011) Y  - -4,465,191.377 (meters)                     COMP
 QM0812  NAD 83(2011) Z  -  4,538,095.924 (meters)                     COMP
 QM0812  LAPLACE CORR    -         -8.35  (seconds)                    DEFLEC18
 QM0812
 QM0812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0812  Standards:
 QM0812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0812  -------------------------------------------------------------------
 QM0812  NETWORK    3.65   6.66           1.60   1.35   3.40      0.17008991
 QM0812  -------------------------------------------------------------------
 QM0812  Click here for local accuracies and other accuracy information.
 QM0812
 QM0812.The horizontal coordinates were established by GPS observations
 QM0812.and adjusted by the National Geodetic Survey in June 2012.
 QM0812
 QM0812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0812.been affixed to the stable North American tectonic plate. See 
 QM0812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0812
 QM0812.The horizontal coordinates are valid at the epoch date displayed above
 QM0812.which is a decimal equivalence of Year/Month/Day.
 QM0812
 QM0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0812
 QM0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0812.GEOID18 height accuracy estimate available here.
 QM0812
 QM0812.Click photographs - Photos may exist for this station.
 QM0812
 QM0812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0812
 QM0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0812
 QM0812.The ellipsoidal height was determined by GPS observations
 QM0812.and is referenced to NAD 83.
 QM0812
 QM0812. The following values were computed from the NAD 83(2011) position.
 QM0812
 QM0812;                    North         East     Units Scale Factor Converg.
 QM0812;SPC WI N     -    54,436.074   721,319.457   MT  0.99998658   +1 07 21.8
 QM0812;SPC WI N     -   178,595.69  2,366,528.92   sFT  0.99998658   +1 07 21.8
 QM0812;UTM  16      - 5,055,702.868   387,505.657   MT  0.99975558   -1 01 56.4
 QM0812
 QM0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0812!SPC WI N     -   0.99993705  x   0.99998658  =   0.99992363
 QM0812!UTM  16      -   0.99993705  x   0.99975558  =   0.99969265
 QM0812
 QM0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8750555702(NAD 83)
 QM0812
 QM0812                          SUPERSEDED SURVEY CONTROL
 QM0812
 QM0812  NAD 83(2007)-  45 38 44.70977(N)    088 26 37.05827(W) AD(2002.00) 0
 QM0812  ELLIP H (02/10/07)  401.555  (m)                       GP(2002.00)    
 QM0812  NAD 83(1997)-  45 38 44.71072(N)    088 26 37.05843(W) AD(       ) 1
 QM0812  ELLIP H (06/17/02)  401.571  (m)                       GP(       ) 3 2
 QM0812  NAD 83(1991)-  45 38 44.71070(N)    088 26 37.05724(W) AD(       ) 1
 QM0812  ELLIP H (10/12/93)  401.527  (m)                       GP(       ) 3 2
 QM0812  NGVD 29 (10/12/93)  435.7    (m)  GEOID93  model used  GPS OBS        
 QM0812
 QM0812.Superseded values are not recommended for survey control.
 QM0812
 QM0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0812.See file dsdata.pdf to determine how the superseded data were derived.
 QM0812
 QM0812_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0812_SETTING: 0 = UNSPECIFIED SETTING
 QM0812_STAMPING: 3716E36S GPS 0019 1991 USDA F.S.
 QM0812_MARK LOGO: USFS
 QM0812_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0812+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QM0812
 QM0812  HISTORY     - Date     Condition        Report By
 QM0812  HISTORY     - 1991     MONUMENTED       USFS
 QM0812
 QM0812                          STATION DESCRIPTION
 QM0812
 QM0812'DESCRIBED BY US FOREST SERVICE 1991
 QM0812'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0812'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0812'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND A TOP SECURITY ROD
 QM0812'WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0812'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0812'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0812'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0812'HIGWAYS 8 AND 101 IN ARMSTRONG CREEK, WISCONSIN.  PROCEED SOUTH ON
 QM0812'FOREST SERVICE ROAD 2371 (OLD STATE HIGHWAY 101) 0.80 MILES
 QM0812'(1.29 KM) AND ACROSS THE RAILROAD TRACKS TO A WOODS ROAD EAST.  THEN
 QM0812'EAST ON THE WOODS ROAD 0.10 MILES (0.16 KM) OR 622 FEET. (189.6 M)
 QM0812'THE STATION IS 50 FEET (15.2 M) SOUTH OF THE WOODS ROAD OR 101 FEET
 QM0812'(30.8 M) SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK. THERE IS A STEEL
 QM0812'SIGN POST 1.20 FEET (0.37 M) WEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2545 ***********************************************************************
 DQ2545  DESIGNATION -  38 134 A
 DQ2545  PID         -  DQ2545
 DQ2545  STATE/COUNTY-  WI/MARINETTE
 DQ2545  COUNTRY     -  US
 DQ2545  USGS QUAD   -  MARINETTE WEST (2018)
 DQ2545
 DQ2545                         *CURRENT SURVEY CONTROL
 DQ2545  ______________________________________________________________________
 DQ2545* NAD 83(1986) POSITION- 45 03 16.28   (N) 087 44 54.31   (W)   HD_HELD1
 DQ2545* NAVD 88 ORTHO HEIGHT -   186.115 (meters)      610.61  (feet) ADJUSTED
 DQ2545  ______________________________________________________________________
 DQ2545  GEOID HEIGHT    -        -36.718 (meters)                     GEOID18
 DQ2545  DYNAMIC HEIGHT  -        186.099 (meters)      610.56  (feet) COMP
 DQ2545  MODELED GRAVITY -    980,528.7   (mgal)                       NAVD 88
 DQ2545
 DQ2545  VERT ORDER      -  SECOND    CLASS I
 DQ2545
 DQ2545.The horizontal coordinates were determined by differentially corrected
 DQ2545.hand held GPS observations or other comparable positioning techniques
 DQ2545.and have an estimated accuracy of +/- 3 meters.
 DQ2545
 DQ2545.The orthometric height was determined by differential leveling and
 DQ2545.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2545.in February 2017.
 DQ2545
 DQ2545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2545.GEOID18 height accuracy estimate available here.
 DQ2545
 DQ2545.Click photographs - Photos may exist for this station.
 DQ2545
 DQ2545.The dynamic height is computed by dividing the NAVD 88
 DQ2545.geopotential number by the normal gravity value computed on the
 DQ2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2545.degrees latitude (g = 980.6199 gals.).
 DQ2545
 DQ2545.The modeled gravity was interpolated from observed gravity values.
 DQ2545
 DQ2545;                    North         East    Units  Estimated Accuracy
 DQ2545;SPC WI C     -   138,156.6     777,329.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2545
 DQ2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4106989279(NAD 83)
 DQ2545
 DQ2545                          SUPERSEDED SURVEY CONTROL
 DQ2545
 DQ2545.No superseded survey control is available for this station.
 DQ2545
 DQ2545_MARKER: DD = SURVEY DISK
 DQ2545_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ2545_SP_SET: PARAPET WALL
 DQ2545_STAMPING: 38 134 A 2015
 DQ2545_MARK LOGO: WIDT
 DQ2545_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2545+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2015
 DQ2545
 DQ2545  HISTORY     - Date     Condition        Report By
 DQ2545  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2545  HISTORY     - 20150814 GOOD             WIDT
 DQ2545
 DQ2545                          STATION DESCRIPTION
 DQ2545
 DQ2545'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2545'THE STATION IS LOCATED IN THE CITY OF PESHTIGO, APPROXIMATELY 14 MI
 DQ2545'(22.5 KM) EAST OF COLEMAN, 13 MI (20.9 KM) NORTH-NORTHEAST OF OCONTO,
 DQ2545'AND 7 MI (11.3 KM) SOUTHWEST OF MARINETTE.
 DQ2545'
 DQ2545'TO REACH THE STATION FROM THE WESTERN JUNCTION OF BUSINESS HIGHWAY 41
 DQ2545'(FRENCH STREET) WITH COUNTY HIGHWAY B (OCONTO AVENUE) AND EMERY AVENUE
 DQ2545'IN THE CITY OF PESHTIGO, GO EAST ON BUSINESS HIGHWAY 41 (FRENCH
 DQ2545'STREET) FOR 0.1 MI (0.2 KM) TO THE WEST SIDE OF A BRIDGE OVER THE
 DQ2545'PESHTIGO RIVER AND THE STATION ON THE LEFT.
 DQ2545'
 DQ2545'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION DISK
 DQ2545'SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE NORTH PARAPET
 DQ2545'WALL OF THE BRIDGE B-38-134.  THE STATION IS 9.5 M (31.2 FT) NORTH OF
 DQ2545'THE CENTERLINE OF BUSINESS HIGHWAY 41 (FRENCH STREET), 3.7 M (12.1 FT)
 DQ2545'SOUTHWEST OF AN APPROXIMATE 7 FT (2.1 M) BY 4 FT (1.2 M) BLACK
 DQ2545'POLISHED GRANITE HISTORICAL MARKER WHICH COMMEMORATES THE PESHTIGO
 DQ2545'FIRE -OCTOBER 8 1871-, AND 2.4 M (7.9 FT) WEST OF THE SOUTH END OF A
 DQ2545'GUARD RAIL FOR A SMALL OBSERVATION DECK.
 DQ2545'
 DQ2545'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2545'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8320 ***********************************************************************
 DP8320  DESIGNATION -  38 74 98
 DP8320  PID         -  DP8320
 DP8320  STATE/COUNTY-  WI/MARINETTE
 DP8320  COUNTRY     -  US
 DP8320  USGS QUAD   -  HIGH FALLS RESERVOIR (2018)
 DP8320
 DP8320                         *CURRENT SURVEY CONTROL
 DP8320  ______________________________________________________________________
 DP8320* NAD 83(1986) POSITION- 45 18 36.16   (N) 088 11 41.23   (W)   HD_HELD1
 DP8320* NAVD 88 ORTHO HEIGHT -   277.364 (meters)      909.99  (feet) ADJUSTED
 DP8320  ______________________________________________________________________
 DP8320  GEOID HEIGHT    -        -35.661 (meters)                     GEOID18
 DP8320  DYNAMIC HEIGHT  -        277.345 (meters)      909.92  (feet) COMP
 DP8320  MODELED GRAVITY -    980,542.3   (mgal)                       NAVD 88
 DP8320
 DP8320  VERT ORDER      -  SECOND    CLASS I
 DP8320
 DP8320.The horizontal coordinates were determined by differentially corrected
 DP8320.hand held GPS observations or other comparable positioning techniques
 DP8320.and have an estimated accuracy of +/- 3 meters.
 DP8320
 DP8320.The orthometric height was determined by differential leveling and
 DP8320.adjusted by the NATIONAL GEODETIC SURVEY
 DP8320.in February 2017.
 DP8320
 DP8320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8320.GEOID18 height accuracy estimate available here.
 DP8320
 DP8320.Click photographs - Photos may exist for this station.
 DP8320
 DP8320.The dynamic height is computed by dividing the NAVD 88
 DP8320.geopotential number by the normal gravity value computed on the
 DP8320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8320.degrees latitude (g = 980.6199 gals.).
 DP8320
 DP8320.The modeled gravity was interpolated from observed gravity values.
 DP8320
 DP8320;                    North         East    Units  Estimated Accuracy
 DP8320;SPC WI C     -   165,667.7     741,549.7     MT  (+/- 3 meters HH1 GPS) 
 DP8320
 DP8320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0634118087(NAD 83)
 DP8320
 DP8320                          SUPERSEDED SURVEY CONTROL
 DP8320
 DP8320.No superseded survey control is available for this station.
 DP8320
 DP8320_MARKER: DD = SURVEY DISK
 DP8320_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8320_SP_SET: BRIDGE ABUTMENT
 DP8320_STAMPING: 38 74 98 2013
 DP8320_MARK LOGO: WIDT
 DP8320_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8320+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 DP8320
 DP8320  HISTORY     - Date     Condition        Report By
 DP8320  HISTORY     - 1998     MONUMENTED       WIDT
 DP8320  HISTORY     - 20140930 GOOD             WIDT
 DP8320
 DP8320                          STATION DESCRIPTION
 DP8320
 DP8320'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8320'HE STATION IS APPROXIMATELY 12.6 MI (20.3 KM) SOUTHWEST OF WAUSAUKEE,
 DP8320'10.6 MI (17.1 KM) NORTHWEST OF CRIVITZ AND 8.3 MI (13.4 KM) SOUTHEAST
 DP8320'OF SILVER CLIFF.
 DP8320'
 DP8320'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DP8320'HIGHWAY X ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF CRIVITZ, GO
 DP8320'WEST ON COUNTY HIGHWAY X FOR APPROXIMATELY 5.1 MI (8.2 KM) TO THE WEST
 DP8320'END OF A BRIDGE OVER THE HIGH FALLS RESERVOIR AND THE STATION ON THE
 DP8320'LEFT.
 DP8320'
 DP8320'THE STATION IS 5.7 M (18.7 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8320'HIGHWAY X, 0.15 MI (0.2 KM) EAST OF PARKWAY ROAD, 17.3 M (56.8 FT)
 DP8320'NORTH-NORTHEAST OF A POWER POLE -3318 25W14-, 1.1 M (3.6 FT) SOUTH OF
 DP8320'A METAL GUARDRAIL AND 0.9 M (3.0 FT) SOUTHEAST OF A WHITE PLASTIC
 DP8320'WITNESS POST.
 DP8320'
 DP8320'NOTE-THIS STATION IS OBSTRUCTED BY A LONE TREE TO THE SOUTH EXTENDING
 DP8320'TO 50 DEGREES ABOVE THE HORIZON AND THE REFERENCED POWER POLE TO THE
 DP8320'SOUTH-SOUTHWEST EXTENDING TO 55 DEGREES ABOVE THE HORIZON.  THE
 DP8320'STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION SURVEY
 DP8320'DISK SET IN THE TOP OF THE SOUTHWEST ABUTMENT WING WALL OF THE BRIDGE,
 DP8320'ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5237 ***********************************************************************
 DK5237  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5237  DESIGNATION -  38 ARCADIA CE GPS
 DK5237  PID         -  DK5237
 DK5237  STATE/COUNTY-  WI/TREMPEALEAU
 DK5237  COUNTRY     -  US
 DK5237  USGS QUAD   -  TAMARACK (2018)
 DK5237
 DK5237                         *CURRENT SURVEY CONTROL
 DK5237  ______________________________________________________________________
 DK5237* NAD 83(2011) POSITION- 44 13 46.87317(N) 091 25 19.06230(W)   ADJUSTED
 DK5237* NAD 83(2011) ELLIP HT-   214.579 (meters)        (06/27/12)   ADJUSTED
 DK5237* NAD 83(2011) EPOCH   -  2010.00
 DK5237* NAVD 88 ORTHO HEIGHT -   245.68  (meters)      806.0   (feet) GPS OBS
 DK5237  ______________________________________________________________________
 DK5237  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5237  GEOID HEIGHT    -        -31.095 (meters)                     GEOID12A
 DK5237  GEOID HEIGHT    -        -31.096 (meters)                     GEOID18
 DK5237  NAD 83(2011) X  -   -113,601.389 (meters)                     COMP
 DK5237  NAD 83(2011) Y  - -4,576,454.855 (meters)                     COMP
 DK5237  NAD 83(2011) Z  -  4,426,564.372 (meters)                     COMP
 DK5237  LAPLACE CORR    -         -6.04  (seconds)                    DEFLEC18
 DK5237
 DK5237  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5237  Standards:
 DK5237         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5237            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5237  -------------------------------------------------------------------
 DK5237  NETWORK    0.50   0.39           0.22   0.18   0.20      0.30283418
 DK5237  -------------------------------------------------------------------
 DK5237  Click here for local accuracies and other accuracy information.
 DK5237
 DK5237.The horizontal coordinates were established by GPS observations
 DK5237.and adjusted by the National Geodetic Survey in June 2012.
 DK5237
 DK5237.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5237.been affixed to the stable North American tectonic plate. See 
 DK5237.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5237
 DK5237.The horizontal coordinates are valid at the epoch date displayed above
 DK5237.which is a decimal equivalence of Year/Month/Day.
 DK5237
 DK5237.The orthometric height was determined by GPS observations and a
 DK5237.high-resolution geoid model using precise GPS observation and
 DK5237.processing techniques.
 DK5237
 DK5237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5237.GEOID18 height accuracy estimate available here.
 DK5237
 DK5237.Click photographs - Photos may exist for this station.
 DK5237
 DK5237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5237
 DK5237.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5237
 DK5237.The ellipsoidal height was determined by GPS observations
 DK5237.and is referenced to NAD 83.
 DK5237
 DK5237. The following values were computed from the NAD 83(2011) position.
 DK5237
 DK5237;                    North         East     Units Scale Factor Converg.
 DK5237;SPC WI C     -    45,036.889   486,396.127   MT  1.00000390   -1 00 11.9
 DK5237;SPC WI C     -   147,758.53  1,595,784.63   sFT  1.00000390   -1 00 11.9
 DK5237;UTM  15      - 4,898,594.946   626,029.167   MT  0.99979534   +1 06 03.2
 DK5237
 DK5237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5237!SPC WI C     -   0.99996635  x   1.00000390  =   0.99997025
 DK5237!UTM  15      -   0.99996635  x   0.99979534  =   0.99976170
 DK5237
 DK5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2602998594(NAD 83)
 DK5237
 DK5237                          SUPERSEDED SURVEY CONTROL
 DK5237
 DK5237  NAD 83(2007)-  44 13 46.87328(N)    091 25 19.06310(W) AD(2002.00) 1
 DK5237  ELLIP H (07/29/08)  214.613  (m)                       GP(2002.00) 3 1
 DK5237  NAVD 88 (07/29/08)  245.68   (m)  GEOID03  model used  GPS OBS        
 DK5237
 DK5237.Superseded values are not recommended for survey control.
 DK5237
 DK5237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5237.See file dsdata.pdf to determine how the superseded data were derived.
 DK5237
 DK5237_MARKER: DD = SURVEY DISK
 DK5237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5237_STAMPING: 38 ARCADIA CE GPS 1995
 DK5237_MARK LOGO: WI-121
 DK5237_PROJECTION: FLUSH
 DK5237_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5237+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 DK5237
 DK5237  HISTORY     - Date     Condition        Report By
 DK5237  HISTORY     - 1995     MONUMENTED       WI-121
 DK5237  HISTORY     - 20061016 GOOD             WIDT
 DK5237  HISTORY     - 20110927 GOOD             WIDT
 DK5237
 DK5237                          STATION DESCRIPTION
 DK5237
 DK5237'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5237'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 WITH COUNTY
 DK5237'HIGHWAY T ABOUT 2 MI (3.2 KM) EAST OF THE CITY OF ARCADIA, GO
 DK5237'SOUTHEAST ON COUNTY HIGHWAY T FOR 1.1 MI (1.8 KM) TO AMERICAN HEIGHTS
 DK5237'LAND ON THE LEFT, CONTINUE SOUTHEAST ON COUNTY HIGHWAY T FOR 0.6 MI
 DK5237'(1.0 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DK5237'TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DK5237'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5237'RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DK5237'STATION IS 8.0 M (26.2 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DK5237'HIGHWAY T, 21 M (68.9 FT) WEST OF THE WEST END OF THE NORTH METAL
 DK5237'GUARD RAIL OF THE BRIDGE OVER TURTON CREEK --61-141-97--, 1.5 M (4.9
 DK5237'FT) SOUTH-SOUTHWEST OF A POWER POLE, AND 0.6 M (2.0 FT) NORTHWEST AND
 DK5237'SOUTHEAST OF A METAL WITNESS POST WITH A WHITE PLAQUE.  ---NOTE---THIS
 DK5237'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK5237'ABOVE THE HORIZON EXCEPT FOR THE REFERENCED POWER POLE TO THE
 DK5237'NORTH-NORTHEAST OF THE STATION EXTENDING TO 80 DEGREES ABOVE THE
 DK5237'HORIZON.
 DK5237
 DK5237                          STATION RECOVERY (2011)
 DK5237
 DK5237'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0676 ***********************************************************************
 PN0676  DESIGNATION -  38 CEMD
 PN0676  PID         -  PN0676
 PN0676  STATE/COUNTY-  WI/WINNEBAGO
 PN0676  COUNTRY     -  US
 PN0676  USGS QUAD   -  NEENAH (2018)
 PN0676
 PN0676                         *CURRENT SURVEY CONTROL
 PN0676  ______________________________________________________________________
 PN0676* NAD 83(1986) POSITION- 44 11 57.0    (N) 088 26 46.7    (W)   HD_HELD2
 PN0676* NAVD 88 ORTHO HEIGHT -   228.759 (meters)      750.52  (feet) ADJUSTED
 PN0676  ______________________________________________________________________
 PN0676  GEOID HEIGHT    -        -36.347 (meters)                     GEOID18
 PN0676  DYNAMIC HEIGHT  -        228.719 (meters)      750.39  (feet) COMP
 PN0676  MODELED GRAVITY -    980,438.4   (mgal)                       NAVD 88
 PN0676
 PN0676  VERT ORDER      -  SECOND    CLASS I
 PN0676
 PN0676.The horizontal coordinates were established by autonomous hand held GPS
 PN0676.observations and have an estimated accuracy of +/- 10 meters.
 PN0676
 PN0676.The orthometric height was determined by differential leveling and
 PN0676.adjusted by the WI DEPT OF TRANSP
 PN0676.in May 2012.
 PN0676
 PN0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0676.GEOID18 height accuracy estimate available here.
 PN0676
 PN0676.Click photographs - Photos may exist for this station.
 PN0676
 PN0676.The dynamic height is computed by dividing the NAVD 88
 PN0676.geopotential number by the normal gravity value computed on the
 PN0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0676.degrees latitude (g = 980.6199 gals.).
 PN0676
 PN0676.The modeled gravity was interpolated from observed gravity values.
 PN0676
 PN0676;                    North         East    Units  Estimated Accuracy
 PN0676;SPC WI S     -   245,475.      724,195.      MT  (+/- 10 meters HH2 GPS)
 PN0676
 PN0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8443195011(NAD 83)
 PN0676
 PN0676                          SUPERSEDED SURVEY CONTROL
 PN0676
 PN0676  NAVD 88 (04/20/07)  228.726  (m)          750.41   (f) SUPERSEDED  2 1
 PN0676  NAVD 88 (06/15/91)  228.735  (m)          750.44   (f) SUPERSEDED  1 0
 PN0676
 PN0676.Superseded values are not recommended for survey control.
 PN0676
 PN0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0676.See file dsdata.pdf to determine how the superseded data were derived.
 PN0676
 PN0676_MARKER: DD = SURVEY DISK
 PN0676_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0676_SP_SET: BRIDGE ABUTMENT
 PN0676_STAMPING: 751.38 38 CEMD 1956 CHICAGO
 PN0676_MARK LOGO: USACE
 PN0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0676+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2010
 PN0676
 PN0676  HISTORY     - Date     Condition        Report By
 PN0676  HISTORY     - 1956     MONUMENTED       USACE
 PN0676  HISTORY     - 1974     GOOD             NOS
 PN0676  HISTORY     - 19970302 GOOD             USPSQD
 PN0676  HISTORY     - 20010709 GOOD             WIDT
 PN0676  HISTORY     - 20031212 GOOD             USPSQD
 PN0676  HISTORY     - 20050706 GOOD             WIDT
 PN0676  HISTORY     - 20100724 GOOD             GEOCAC
 PN0676
 PN0676                          STATION DESCRIPTION
 PN0676
 PN0676'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0676'IN NEENAH.
 PN0676'IN NEENAH, ON DOTY ISLAND, NEAR THE WESTERLY CORNER OF AHNAIP AND
 PN0676'NAYMUT STS., SET IN THE SOUTHEAST ABUTMENT OF THE NEENAH MENASHA DAM,
 PN0676'28 FT. DOWNSTREAM FROM AN OLD VEHICLE BRIDGE CROSSING THE RIVER, 9.3
 PN0676'FT. NORTH OF THE SOUTHEAST GATE POST OF STEEL FENCE ENCLOSING
 PN0676'SOUTHEASTERLY ABUTMENT OF THE DAM, 2.3 FT. FROM A NORTHEAST FENCE
 PN0676'POST, 1.6 FT. WEST OF THE EAST FACE OF ABUTMENT.
 PN0676
 PN0676                          STATION RECOVERY (1997)
 PN0676
 PN0676'RECOVERY NOTE BY US POWER SQUADRON 1997
 PN0676'RECOVERED IN GOOD CONDITION.
 PN0676
 PN0676                          STATION RECOVERY (2001)
 PN0676
 PN0676'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0676'RECOVERED AS DESCRIBED.
 PN0676
 PN0676                          STATION RECOVERY (2003)
 PN0676
 PN0676'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0676'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.3 FEET SOUTHEAST
 PN0676'OF THE NORTHEASTERN SECURITY FENCE POST AND 0.5 FEET SOUTH OF A BLUE
 PN0676'PAINTED HANDRAIL WITH FENCING.
 PN0676'NEW DIRECTIONS TO REACH THE STATION-- FROM THE JUNCTION OF AHNAIP
 PN0676'STREET AND RACINE STREET, SOUTH OF THE RACINE STREET BRIDGE, TURN WEST
 PN0676'INTO THE ENTRANCE OF GEORGE BANTA PRINTING COMPANY AND GO TO THE
 PN0676'NORTHERN EDGE OF THE PARKING LOT TO THE DAM.
 PN0676
 PN0676                          STATION RECOVERY (2005)
 PN0676
 PN0676'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0676'RECOVERED IN GOOD CONDITION.
 PN0676
 PN0676                          STATION RECOVERY (2010)
 PN0676
 PN0676'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 PN0676'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0224 ***********************************************************************
 ON0224  DESIGNATION -  38 FDR
 ON0224  PID         -  ON0224
 ON0224  STATE/COUNTY-  WI/VERNON
 ON0224  COUNTRY     -  US
 ON0224  USGS QUAD   -  GENOA (2018)
 ON0224
 ON0224                         *CURRENT SURVEY CONTROL
 ON0224  ______________________________________________________________________
 ON0224* NAD 83(1986) POSITION- 43 36 25.78   (N) 091 13 17.59   (W)   HD_HELD1
 ON0224* NAVD 88 ORTHO HEIGHT -   196.903 (meters)      646.01  (feet) ADJUSTED
 ON0224  ______________________________________________________________________
 ON0224  GEOID HEIGHT    -        -31.642 (meters)                     GEOID18
 ON0224  DYNAMIC HEIGHT  -        196.862 (meters)      645.87  (feet) COMP
 ON0224  MODELED GRAVITY -    980,409.1   (mgal)                       NAVD 88
 ON0224
 ON0224  VERT ORDER      -  SECOND    CLASS I
 ON0224
 ON0224.The horizontal coordinates were determined by differentially corrected
 ON0224.hand held GPS observations or other comparable positioning techniques
 ON0224.and have an estimated accuracy of +/- 3 meters.
 ON0224
 ON0224.The orthometric height was determined by differential leveling and
 ON0224.adjusted by the WI DEPT OF TRANSP
 ON0224.in May 2012.
 ON0224
 ON0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0224.GEOID18 height accuracy estimate available here.
 ON0224
 ON0224.Click photographs - Photos may exist for this station.
 ON0224
 ON0224.The dynamic height is computed by dividing the NAVD 88
 ON0224.geopotential number by the normal gravity value computed on the
 ON0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0224.degrees latitude (g = 980.6199 gals.).
 ON0224
 ON0224.The modeled gravity was interpolated from observed gravity values.
 ON0224
 ON0224;                    North         East    Units  Estimated Accuracy
 ON0224;SPC WI S     -   179,263.5     501,389.3     MT  (+/- 3 meters HH1 GPS) 
 ON0224
 ON0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4352329779(NAD 83)
 ON0224
 ON0224                          SUPERSEDED SURVEY CONTROL
 ON0224
 ON0224  NAVD 88 (04/20/07)  196.904  (m)          646.01   (f) SUPERSEDED  2 1
 ON0224  NAVD 88 (06/15/91)  196.900  (m)          646.00   (f) SUPERSEDED  1 1
 ON0224  NGVD 29 (??/??/92)  196.923  (m)          646.07   (f) ADJ UNCH    1 1
 ON0224
 ON0224.Superseded values are not recommended for survey control.
 ON0224
 ON0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0224.See file dsdata.pdf to determine how the superseded data were derived.
 ON0224
 ON0224_MARKER: DD = SURVEY DISK
 ON0224_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ON0224_SP_SET: BRIDGE ABUTMENT
 ON0224_STAMPING: 38 FDR 1962 646
 ON0224_MARK LOGO: USGS
 ON0224_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0224+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2012
 ON0224
 ON0224  HISTORY     - Date     Condition        Report By
 ON0224  HISTORY     - 1962     MONUMENTED       USGS
 ON0224  HISTORY     - 1970     GOOD             NGS
 ON0224  HISTORY     - 20011001 GOOD             WIDT
 ON0224  HISTORY     - 20100802 GOOD             WIDT
 ON0224  HISTORY     - 20121002 GOOD             AE
 ON0224
 ON0224                          STATION DESCRIPTION
 ON0224
 ON0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0224'2.7 MI N FROM GENOA.
 ON0224'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CENTRAL
 ON0224'CONTROL BUILDING FOR LOCK AND DAM NUMBER 8 AT GENOA, OR ABOUT
 ON0224'3.9 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 ON0224'STODDARD, 15.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ON0224'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT
 ON0224'OF A CONCRETE HIGHWAY BRIDGE OVER SPRING COULEE CREEK, 4.0
 ON0224'FEET SOUTH OF THE NORTH END OF A METAL GUARDRAIL, 0.5 FOOT WEST
 ON0224'OF THE GUARDRAIL, 113 FEET EAST AND ACROSS THE HIGHWAY FROM THE
 ON0224'EAST RAIL OF THE EAST TRACK OF THE BURLINGTON NORTHERN RAILROAD,
 ON0224'ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT 1 FOOT
 ON0224'ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 16, T 13N, R 7W.
 ON0224
 ON0224                          STATION RECOVERY (2001)
 ON0224
 ON0224'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0224'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0224'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 56 IN
 ON0224'THE VILLAGE OF GENOA, GO NORTH ON STATE HIGHWAY 35 FOR 2.5 MI (4.02
 ON0224'KM) TO A BRIDGE (B-62-16-58) OVER SPRING COULEE CREEK AND THE STATION
 ON0224'ON THE RIGHT.  THE STATION IS A BRONZE US GEOLOGICAL SURVEY BENCH MARK
 ON0224'DISK SET IN THE TOP OF THE EAST SIDE OF THE NORTH BRIDGE ABUTMENT AND
 ON0224'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 4.6 M (15.1 FT)
 ON0224'EAST OF THE CENTERLINE OF STATE HIGHWAY 35, 0.4 M (1.3 FT) EAST OF THE
 ON0224'GUARD RAIL, AND 0.2 M (0.7 FT) WEST OF A BRIDGE RAIL.  ---NOTE---THIS
 ON0224'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 ON0224'ABOVE THE HORIZON
 ON0224
 ON0224                          STATION RECOVERY (2010)
 ON0224
 ON0224'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0224'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.5 M SOUTH OF A
 ON0224'WHITE PLASTIC WITNESS POST.
 ON0224
 ON0224                          STATION RECOVERY (2012)
 ON0224
 ON0224'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2012
 ON0224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0438 ***********************************************************************
 QN0438  DESIGNATION -  38 SAN
 QN0438  PID         -  QN0438
 QN0438  STATE/COUNTY-  WI/RUSK
 QN0438  COUNTRY     -  US
 QN0438  USGS QUAD   -  TONY (2018)
 QN0438
 QN0438                         *CURRENT SURVEY CONTROL
 QN0438  ______________________________________________________________________
 QN0438* NAD 83(1986) POSITION- 45 29 00.     (N) 090 59 15.     (W)   SCALED
 QN0438* NAVD 88 ORTHO HEIGHT -   370.920 (meters)     1216.93  (feet) ADJUSTED
 QN0438  ______________________________________________________________________
 QN0438  GEOID HEIGHT    -        -30.354 (meters)                     GEOID18
 QN0438  DYNAMIC HEIGHT  -        370.905 (meters)     1216.88  (feet) COMP
 QN0438  MODELED GRAVITY -    980,564.2   (mgal)                       NAVD 88
 QN0438
 QN0438  VERT ORDER      -  SECOND    CLASS I
 QN0438
 QN0438.The horizontal coordinates were scaled from a map and have
 QN0438.an estimated accuracy of +/- 6 seconds.
 QN0438
 QN0438.The orthometric height was determined by differential leveling and
 QN0438.adjusted by the WI DEPT OF TRANSP
 QN0438.in May 2012.
 QN0438
 QN0438.No vertical observational check was made to the station.
 QN0438
 QN0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0438.GEOID18 height accuracy estimate available here.
 QN0438
 QN0438.Click photographs - Photos may exist for this station.
 QN0438
 QN0438.The dynamic height is computed by dividing the NAVD 88
 QN0438.geopotential number by the normal gravity value computed on the
 QN0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0438.degrees latitude (g = 980.6199 gals.).
 QN0438
 QN0438.The modeled gravity was interpolated from observed gravity values.
 QN0438
 QN0438;                    North         East    Units  Estimated Accuracy
 QN0438;SPC WI C     -   183,820.      522,800.      MT  (+/- 180 meters Scaled)
 QN0438
 QN0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL572386(NAD 83)
 QN0438
 QN0438                          SUPERSEDED SURVEY CONTROL
 QN0438
 QN0438  NAVD 88 (06/15/91)  370.917  (m)         1216.92   (f) SUPERSEDED  1 2
 QN0438
 QN0438.Superseded values are not recommended for survey control.
 QN0438
 QN0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0438.See file dsdata.pdf to determine how the superseded data were derived.
 QN0438
 QN0438_MARKER: DB = BENCH MARK DISK
 QN0438_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QN0438_SP_SET: BRIDGE ABUTMENT
 QN0438_STAMPING: 38 SAN 1970
 QN0438_MARK LOGO: USGS
 QN0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0438+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2008
 QN0438
 QN0438  HISTORY     - Date     Condition        Report By
 QN0438  HISTORY     - 1970     MONUMENTED       USGS
 QN0438  HISTORY     - 1985     GOOD             NGS
 QN0438  HISTORY     - 20051213 GOOD             WIDT
 QN0438  HISTORY     - 20080827 GOOD             WIDT
 QN0438
 QN0438                          STATION DESCRIPTION
 QN0438
 QN0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0438'10.7 KM (6.65 MI) EAST FROM LADYSMITH.
 QN0438'10.7 KM (6.65 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0438'STATE HIGHWAY 27 IN LADYSMITH, IN THE NORTH END OF THE EAST CONCRETE
 QN0438'ABUTMENT OF A HIGHWAY BRIDGE SPANNING DEER TRAIL CREEK, 7.3 M (24.0
 QN0438'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH
 QN0438'OF THE NORTH END OF THE ABUTMENT.
 QN0438'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0438
 QN0438                          STATION RECOVERY (2005)
 QN0438
 QN0438'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0438'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 77 M
 QN0438'EAST OF THE CENTERLINE OF COUNTY HIGHWAY I NORTH, IN BRIDGE
 QN0438'--B-54-11-90--, AND 0.8 M WEST OF A WHITE PLASTIC WITNESS POST.
 QN0438
 QN0438                          STATION RECOVERY (2008)
 QN0438
 QN0438'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 QN0438'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0807 ***********************************************************************
 QM0807  DESIGNATION -  3816E35S GPS 0020
 QM0807  PID         -  QM0807
 QM0807  STATE/COUNTY-  WI/FLORENCE
 QM0807  COUNTRY     -  US
 QM0807  USGS QUAD   -  ARMSTRONG CREEK (2018)
 QM0807
 QM0807                         *CURRENT SURVEY CONTROL
 QM0807  ______________________________________________________________________
 QM0807* NAD 83(2011) POSITION- 45 43 53.63447(N) 088 27 41.75455(W)   ADJUSTED
 QM0807* NAD 83(2011) ELLIP HT-   416.101 (meters)        (06/27/12)   ADJUSTED
 QM0807* NAD 83(2011) EPOCH   -  2010.00
 QM0807* NAVD 88 ORTHO HEIGHT -   450.0   (meters)     1476.    (feet) VERTCON3
 QM0807  ______________________________________________________________________
 QM0807  GEOID HEIGHT    -        -34.061 (meters)                     GEOID18
 QM0807  NAD 83(2011) X  -    119,738.029 (meters)                     COMP
 QM0807  NAD 83(2011) Y  - -4,458,416.690 (meters)                     COMP
 QM0807  NAD 83(2011) Z  -  4,544,769.345 (meters)                     COMP
 QM0807  LAPLACE CORR    -         -5.57  (seconds)                    DEFLEC18
 QM0807
 QM0807  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0807  Standards:
 QM0807         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0807            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0807  -------------------------------------------------------------------
 QM0807  NETWORK    3.62   6.51           1.58   1.35   3.32      0.19321543
 QM0807  -------------------------------------------------------------------
 QM0807  Click here for local accuracies and other accuracy information.
 QM0807
 QM0807.The horizontal coordinates were established by GPS observations
 QM0807.and adjusted by the National Geodetic Survey in June 2012.
 QM0807
 QM0807.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0807.been affixed to the stable North American tectonic plate. See 
 QM0807.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0807
 QM0807.The horizontal coordinates are valid at the epoch date displayed above
 QM0807.which is a decimal equivalence of Year/Month/Day.
 QM0807
 QM0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0807
 QM0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0807.GEOID18 height accuracy estimate available here.
 QM0807
 QM0807.Click photographs - Photos may exist for this station.
 QM0807
 QM0807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0807
 QM0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0807
 QM0807.The ellipsoidal height was determined by GPS observations
 QM0807.and is referenced to NAD 83.
 QM0807
 QM0807. The following values were computed from the NAD 83(2011) position.
 QM0807
 QM0807;                    North         East     Units Scale Factor Converg.
 QM0807;SPC WI N     -    63,944.445   719,734.037   MT  0.99997415   +1 06 35.1
 QM0807;SPC WI N     -   209,791.07  2,361,327.42   sFT  0.99997415   +1 06 35.1
 QM0807;UTM  16      - 5,065,262.016   386,279.304   MT  0.99975899   -1 02 48.2
 QM0807
 QM0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0807!SPC WI N     -   0.99993477  x   0.99997415  =   0.99990892
 QM0807!UTM  16      -   0.99993477  x   0.99975899  =   0.99969378
 QM0807
 QM0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8627965262(NAD 83)
 QM0807
 QM0807                          SUPERSEDED SURVEY CONTROL
 QM0807
 QM0807  NAD 83(2007)-  45 43 53.63426(N)    088 27 41.75568(W) AD(2002.00) 0
 QM0807  ELLIP H (02/10/07)  416.104  (m)                       GP(2002.00)    
 QM0807  NAD 83(1997)-  45 43 53.63596(N)    088 27 41.75521(W) AD(       ) 1
 QM0807  ELLIP H (06/17/02)  416.068  (m)                       GP(       ) 3 2
 QM0807  NAD 83(1991)-  45 43 53.63597(N)    088 27 41.75397(W) AD(       ) 1
 QM0807  ELLIP H (10/12/93)  416.018  (m)                       GP(       ) 3 2
 QM0807  NGVD 29 (10/12/93)  449.9    (m)  GEOID93  model used  GPS OBS        
 QM0807
 QM0807.Superseded values are not recommended for survey control.
 QM0807
 QM0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0807.See file dsdata.pdf to determine how the superseded data were derived.
 QM0807
 QM0807_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0807_SETTING: 0 = UNSPECIFIED SETTING
 QM0807_STAMPING: 3816E35S GPS 0020 1991 USDA F.S.
 QM0807_MARK LOGO: USFS
 QM0807_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0807+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QM0807
 QM0807  HISTORY     - Date     Condition        Report By
 QM0807  HISTORY     - 1991     MONUMENTED       USFS
 QM0807
 QM0807                          STATION DESCRIPTION
 QM0807
 QM0807'DESCRIBED BY US FOREST SERVICE 1991
 QM0807'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0807'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0807'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND TOP SECURITY ROD WERE
 QM0807'DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0807'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0807'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0807'THE STATION CAN BE LOCATED BY STARTING AT THE TOWN HALL IN FENCE,
 QM0807'WISCONSIN THEN PROCEED WEST ON FOREST SERVICE ROAD 2159, 1.40 MILES
 QM0807'(2.25 KM) TO THE INTERSECTION OF FOREST SERVICE ROAD 2383 (ROCK CREEK
 QM0807'ROAD). THEN PROCEED SOUTH ON FOREST SERVICE ROAD 2383 (ROCK CREEK
 QM0807'ROAD) 1.10 MILES (1.77 KM) TO THE INTERSECTION OF FOREST SERVICE ROAD
 QM0807'2383 (ROCK CREEK ROAD) AND TOWN ROAD CALLED MUD CREEK ROAD.  THE
 QM0807'STATION IS 54 FEET (16.5 M) SOUTHWEST OF THE CENTER LINE OF MUD CREEK
 QM0807'ROAD AND 34 FEET (10.4 M) SOUTHEAST OF THE CENTER LINE OF ROCK CREEK
 QM0807'ROAD.  THERE IS A STEEL SIGN POST 1.70 FEET (0.52 M) EAST OF THE
 QM0807'STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5238 ***********************************************************************
 DK5238  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5238  DESIGNATION -  39 ETTRICK W GPS
 DK5238  PID         -  DK5238
 DK5238  STATE/COUNTY-  WI/TREMPEALEAU
 DK5238  COUNTRY     -  US
 DK5238  USGS QUAD   -  ETTRICK (2018)
 DK5238
 DK5238                         *CURRENT SURVEY CONTROL
 DK5238  ______________________________________________________________________
 DK5238* NAD 83(2011) POSITION- 44 12 58.82639(N) 091 19 29.85810(W)   ADJUSTED
 DK5238* NAD 83(2011) ELLIP HT-   219.608 (meters)        (06/27/12)   ADJUSTED
 DK5238* NAD 83(2011) EPOCH   -  2010.00
 DK5238* NAVD 88 ORTHO HEIGHT -   250.98  (meters)      823.4   (feet) GPS OBS
 DK5238  ______________________________________________________________________
 DK5238  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5238  GEOID HEIGHT    -        -31.373 (meters)                     GEOID12A
 DK5238  GEOID HEIGHT    -        -31.373 (meters)                     GEOID18
 DK5238  NAD 83(2011) X  -   -105,877.340 (meters)                     COMP
 DK5238  NAD 83(2011) Y  - -4,577,678.305 (meters)                     COMP
 DK5238  NAD 83(2011) Z  -  4,425,505.081 (meters)                     COMP
 DK5238  LAPLACE CORR    -         -7.65  (seconds)                    DEFLEC18
 DK5238
 DK5238  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5238  Standards:
 DK5238         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5238            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5238  -------------------------------------------------------------------
 DK5238  NETWORK    0.31   0.31           0.14   0.11   0.16      0.06357594
 DK5238  -------------------------------------------------------------------
 DK5238  Click here for local accuracies and other accuracy information.
 DK5238
 DK5238.The horizontal coordinates were established by GPS observations
 DK5238.and adjusted by the National Geodetic Survey in June 2012.
 DK5238
 DK5238.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5238.been affixed to the stable North American tectonic plate. See 
 DK5238.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5238
 DK5238.The horizontal coordinates are valid at the epoch date displayed above
 DK5238.which is a decimal equivalence of Year/Month/Day.
 DK5238
 DK5238.The orthometric height was determined by GPS observations and a
 DK5238.high-resolution geoid model using precise GPS observation and
 DK5238.processing techniques.
 DK5238
 DK5238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5238.GEOID18 height accuracy estimate available here.
 DK5238
 DK5238.Click photographs - Photos may exist for this station.
 DK5238
 DK5238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5238
 DK5238.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5238
 DK5238.The ellipsoidal height was determined by GPS observations
 DK5238.and is referenced to NAD 83.
 DK5238
 DK5238. The following values were computed from the NAD 83(2011) position.
 DK5238
 DK5238;                    North         East     Units Scale Factor Converg.
 DK5238;SPC WI C     -    43,423.005   494,120.869   MT  1.00000653   -0 56 05.5
 DK5238;SPC WI C     -   142,463.64  1,621,128.22   sFT  1.00000653   -0 56 05.5
 DK5238;UTM  15      - 4,897,265.970   633,806.408   MT  0.99982020   +1 10 05.9
 DK5238
 DK5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5238!SPC WI C     -   0.99996557  x   1.00000653  =   0.99997210
 DK5238!UTM  15      -   0.99996557  x   0.99982020  =   0.99978577
 DK5238
 DK5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3380697265(NAD 83)
 DK5238
 DK5238                          SUPERSEDED SURVEY CONTROL
 DK5238
 DK5238  NAD 83(2007)-  44 12 58.82650(N)    091 19 29.85892(W) AD(2002.00) 1
 DK5238  ELLIP H (07/29/08)  219.641  (m)                       GP(2002.00) 3 1
 DK5238  NAVD 88 (07/29/08)  250.98   (m)  GEOID03  model used  GPS OBS        
 DK5238
 DK5238.Superseded values are not recommended for survey control.
 DK5238
 DK5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5238.See file dsdata.pdf to determine how the superseded data were derived.
 DK5238
 DK5238_MARKER: DD = SURVEY DISK
 DK5238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5238_STAMPING: 39 ETTRICK W GPS 1995
 DK5238_MARK LOGO: WI-121
 DK5238_PROJECTION: FLUSH
 DK5238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5238+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2011
 DK5238
 DK5238  HISTORY     - Date     Condition        Report By
 DK5238  HISTORY     - 1995     MONUMENTED       WI-121
 DK5238  HISTORY     - 20061025 GOOD             WIDT
 DK5238  HISTORY     - 20110928 GOOD             WIDT
 DK5238
 DK5238                          STATION DESCRIPTION
 DK5238
 DK5238'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5238'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF COUNTY HIGHWAY D
 DK5238'WITH COUNTY HIGHWAY T ABOUT 5 MI (8.0 KM) NORTHWEST OF THE VILLAGE OF
 DK5238'ETTRICK, GO SOUTH ON COUNTY HIGHWAY D AND COUNTY HIGHWAY T FOR 0.1 MI
 DK5238'(0.2 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DK5238'TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DK5238'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5238'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DK5238'7.4 M (24.3 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY D
 DK5238'AND COUNTY HIGHWAY T, 23.7 M (77.8 FT) SOUTH-SOUTHWEST OF A WOOD POST
 DK5238'FOR A --WHITEHALL ARCADIA-- SIGN, 7 M (23.0 FT) NORTHWEST OF A FIELD
 DK5238'ENTRANCE, 1.0 M (3.3 FT) NORTHWEST, SOUTHEAST, AND SOUTHWEST OF AN
 DK5238'ORANGE 4X4 PLASTIC WITNESS POST, AND 0.4 M (1.3 FT) NORTHEAST OF A
 DK5238'BARBED WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5238'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5238
 DK5238                          STATION RECOVERY (2011)
 DK5238
 DK5238'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4501 ***********************************************************************
 DQ4501  DESIGNATION -  39 L RESET
 DQ4501  PID         -  DQ4501
 DQ4501  STATE/COUNTY-  WI/WAUKESHA
 DQ4501  COUNTRY     -  US
 DQ4501  USGS QUAD   -  GENESEE (2018)
 DQ4501
 DQ4501                         *CURRENT SURVEY CONTROL
 DQ4501  ______________________________________________________________________
 DQ4501* NAD 83(1986) POSITION- 42 55 21.58   (N) 088 20 46.81   (W)   HD_HELD1
 DQ4501* NAVD 88 ORTHO HEIGHT -   271.605 (meters)      891.09  (feet) ADJUSTED
 DQ4501  ______________________________________________________________________
 DQ4501  GEOID HEIGHT    -        -34.521 (meters)                     GEOID18
 DQ4501  DYNAMIC HEIGHT  -        271.530 (meters)      890.84  (feet) COMP
 DQ4501  MODELED GRAVITY -    980,339.8   (mgal)                       NAVD 88
 DQ4501
 DQ4501  VERT ORDER      -  SECOND    CLASS I
 DQ4501
 DQ4501.The horizontal coordinates were determined by differentially corrected
 DQ4501.hand held GPS observations or other comparable positioning techniques
 DQ4501.and have an estimated accuracy of +/- 3 meters.
 DQ4501
 DQ4501.The orthometric height was determined by differential leveling and
 DQ4501.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4501.in March 2017.
 DQ4501
 DQ4501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4501.GEOID18 height accuracy estimate available here.
 DQ4501
 DQ4501.Click photographs - Photos may exist for this station.
 DQ4501
 DQ4501.The dynamic height is computed by dividing the NAVD 88
 DQ4501.geopotential number by the normal gravity value computed on the
 DQ4501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4501.degrees latitude (g = 980.6199 gals.).
 DQ4501
 DQ4501.The modeled gravity was interpolated from observed gravity values.
 DQ4501
 DQ4501;                    North         East    Units  Estimated Accuracy
 DQ4501;SPC WI S     -   103,837.7     734,997.1     MT  (+/- 3 meters HH1 GPS) 
 DQ4501
 DQ4501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9012453105(NAD 83)
 DQ4501
 DQ4501                          SUPERSEDED SURVEY CONTROL
 DQ4501
 DQ4501.No superseded survey control is available for this station.
 DQ4501
 DQ4501_MARKER: DD = SURVEY DISK
 DQ4501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4501_STAMPING: 39 L RESET 1984
 DQ4501_MARK LOGO: USGS
 DQ4501_PROJECTION: FLUSH
 DQ4501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4501+STABILITY: SURFACE MOTION
 DQ4501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4501+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2016
 DQ4501
 DQ4501  HISTORY     - Date     Condition        Report By
 DQ4501  HISTORY     - 1984     MONUMENTED       USGS
 DQ4501  HISTORY     - 20160708 GOOD             WIDT
 DQ4501
 DQ4501                          STATION DESCRIPTION
 DQ4501
 DQ4501'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4501'THE STATION IS LOCATED 7 MI (11.3 KM) NORTHWEST OF BIG BEND, 7 MI
 DQ4501'(11.3 KM) NORTHEAST OF EAGLE AND 3 MI (4.8 KM) EAST OF NORTH PRAIRIE.
 DQ4501'
 DQ4501'THE STATION IS WEST OF THE ROUND-A-BOUT JUNCTION OF STATE HIGHWAY 83
 DQ4501'WITH COUNTY HIGHWAY I, ABOUT 4 MI (6.4 KM) NORTH OF THE VILLAGE OF
 DQ4501'MUKWONAGO.
 DQ4501'
 DQ4501'THE STATION IS 16.0 M (52.5 FT) NORTH OF THE CENTER OF THE RAISED
 DQ4501'MEDIAN OF COUNTY HIGHWAY I, 11.3 M (37.1 FT) SOUTHEAST OF THE
 DQ4501'SOUTHWEST CORNER OF AN OLD STONE SCHOOL HOUSE, 10.1 M (33.1 FT)
 DQ4501'SOUTHWEST OF THE SOUTHEAST CORNER OF AN OLD STONE SCHOOL HOUSE, 9.6 M
 DQ4501'(31.5 FT) EAST-NORTHEAST OF A STREET LIGHT POLE -BMU3-, 8.7 M (28.5
 DQ4501'FT) WEST OF THE CENTER OF A 4 FT (1.2 M) SQUARE STORM WATER INLET AND
 DQ4501'0.8 M (2.6 FT) WEST OF A STEEL CHANNEL POST WITH A WHITE PLAQUE.
 DQ4501'
 DQ4501'NOTE-THIS STATION IS OBSTRUCTED BY THE REFERENCED STREET LIGHT POLE TO
 DQ4501'THE WEST AND A TREE TO THE NORTH EXTENDING TO 35 DEGREES ABOVE THE
 DQ4501'HORIZON.
 DQ4501'
 DQ4501'NOTE-THE STATION IS A DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY DISK
 DQ4501'SET IN THE TOP OF A 30 CM (12 INCHES) DIAMETER CONCRETE POST, ABOUT
 DQ4501'0.3 M (1.0 FT) LOWER THAN THE PAVEMENT GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0806 ***********************************************************************
 QM0806  DESIGNATION -  3912E32S GPS 0023
 QM0806  PID         -  QM0806
 QM0806  STATE/COUNTY-  WI/FOREST
 QM0806  COUNTRY     -  US
 QM0806  USGS QUAD   -  JULIA LAKE (2018)
 QM0806
 QM0806                         *CURRENT SURVEY CONTROL
 QM0806  ______________________________________________________________________
 QM0806* NAD 83(2011) POSITION- 45 48 40.45975(N) 089 01 34.69011(W)   ADJUSTED
 QM0806* NAD 83(2011) ELLIP HT-   479.090 (meters)        (06/27/12)   ADJUSTED
 QM0806* NAD 83(2011) EPOCH   -  2010.00
 QM0806* NAVD 88 ORTHO HEIGHT -   511.4   (meters)     1678.    (feet) VERTCON3
 QM0806  ______________________________________________________________________
 QM0806  GEOID HEIGHT    -        -32.433 (meters)                     GEOID18
 QM0806  NAD 83(2011) X  -     75,683.901 (meters)                     COMP
 QM0806  NAD 83(2011) Y  - -4,453,079.155 (meters)                     COMP
 QM0806  NAD 83(2011) Z  -  4,550,991.814 (meters)                     COMP
 QM0806  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 QM0806
 QM0806  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0806  Standards:
 QM0806         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0806            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0806  -------------------------------------------------------------------
 QM0806  NETWORK    3.26   4.63           1.42   1.07   2.36      0.58866313
 QM0806  -------------------------------------------------------------------
 QM0806  Click here for local accuracies and other accuracy information.
 QM0806
 QM0806.The horizontal coordinates were established by GPS observations
 QM0806.and adjusted by the National Geodetic Survey in June 2012.
 QM0806
 QM0806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0806.been affixed to the stable North American tectonic plate. See 
 QM0806.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0806
 QM0806.The horizontal coordinates are valid at the epoch date displayed above
 QM0806.which is a decimal equivalence of Year/Month/Day.
 QM0806
 QM0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0806
 QM0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0806.GEOID18 height accuracy estimate available here.
 QM0806
 QM0806.Click photographs - Photos may exist for this station.
 QM0806
 QM0806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0806
 QM0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0806
 QM0806.The ellipsoidal height was determined by GPS observations
 QM0806.and is referenced to NAD 83.
 QM0806
 QM0806. The following values were computed from the NAD 83(2011) position.
 QM0806
 QM0806;                    North         East     Units Scale Factor Converg.
 QM0806;SPC WI N     -    72,103.931   675,677.295   MT  0.99996460   +0 42 08.6
 QM0806;SPC WI N     -   236,560.98  2,216,784.59   sFT  0.99996460   +0 42 08.6
 QM0806;UTM  16      - 5,075,071.752   342,566.884   MT  0.99990471   -1 27 11.7
 QM0806
 QM0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0806!SPC WI N     -   0.99992490  x   0.99996460  =   0.99988950
 QM0806!UTM  16      -   0.99992490  x   0.99990471  =   0.99982962
 QM0806
 QM0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4256675071(NAD 83)
 QM0806
 QM0806                          SUPERSEDED SURVEY CONTROL
 QM0806
 QM0806  NAD 83(2007)-  45 48 40.45982(N)    089 01 34.68938(W) AD(2002.00) 0
 QM0806  ELLIP H (02/10/07)  479.088  (m)                       GP(2002.00)    
 QM0806  NAD 83(1997)-  45 48 40.45960(N)    089 01 34.68982(W) AD(       ) 1
 QM0806  ELLIP H (06/17/02)  479.091  (m)                       GP(       ) 3 2
 QM0806  NAD 83(1991)-  45 48 40.45951(N)    089 01 34.68856(W) AD(       ) 1
 QM0806  ELLIP H (10/12/93)  479.030  (m)                       GP(       ) 3 2
 QM0806  NGVD 29 (10/12/93)  511.3    (m)  GEOID93  model used  GPS OBS        
 QM0806
 QM0806.Superseded values are not recommended for survey control.
 QM0806
 QM0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0806.See file dsdata.pdf to determine how the superseded data were derived.
 QM0806
 QM0806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0806_SETTING: 0 = UNSPECIFIED SETTING
 QM0806_STAMPING: 3912E32S GPS 0023 1991 USDA F.S.
 QM0806_MARK LOGO: USFS
 QM0806_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0806+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QM0806
 QM0806  HISTORY     - Date     Condition        Report By
 QM0806  HISTORY     - 1991     MONUMENTED       USFS
 QM0806
 QM0806                          STATION DESCRIPTION
 QM0806
 QM0806'DESCRIBED BY US FOREST SERVICE 1991
 QM0806'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0806'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP.  3/4 INCH DIAMETER
 QM0806'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND TOP SECURITY ROD WERE
 QM0806'DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0806'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0806'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0806'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0806'HIGHWAYS 32 AND 45 IN THREE LAKES, WISCONSIN.  PROCEED EAST ON STATE
 QM0806'HIGHWAY 32, 4.50 MILES (7.24 KM) TO FOREST SERVICE ROAD 2178, THEN
 QM0806'NORTH ON FOREST SERVICE ROAD 2178, 1.60 MILES (2.57 KM) TO FOREST
 QM0806'SERVICE ROAD 2182, THEN EAST ON FOREST SERVICE ROAD 2182, 2.10 MILES
 QM0806'(3.38 KM) TO A WOODS ROAD, THEN SOUTH ON THE WOODS ROAD 0.50 MILES
 QM0806'(0.80 KM) TO AN ABANDONED SKI LODGE PARKING LOT. THE STATION IS IN
 QM0806'THE MIDDLE OF THE PARKING LOT. THERE IS A STEEL SIGN POST 1.00 FEET
 QM0806'(0.30 M) NORTHEAST OF THE STATION.
 QM0806'SPECIAL NOTE - A KEY WILL HAVE TO BE OBTAINED FROM THE U.S. FOREST
 QM0806'SERVICE DISTRICT RANGER AT EAGLE RIVER, WISCONSIN TO UNLOCK THE GATE
 QM0806'ON THE WOODS ROAD INTO THE ABANDONED SKI LODGE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0810 ***********************************************************************
 QM0810  DESIGNATION -  3914E19S GPS 0024
 QM0810  PID         -  QM0810
 QM0810  STATE/COUNTY-  WI/FOREST
 QM0810  COUNTRY     -  US
 QM0810  USGS QUAD   -  ALVIN SE (2018)
 QM0810
 QM0810                         *CURRENT SURVEY CONTROL
 QM0810  ______________________________________________________________________
 QM0810* NAD 83(2011) POSITION- 45 50 58.12319(N) 088 47 37.07627(W)   ADJUSTED
 QM0810* NAD 83(2011) ELLIP HT-   453.151 (meters)        (06/27/12)   ADJUSTED
 QM0810* NAD 83(2011) EPOCH   -  2010.00
 QM0810* NAVD 88 ORTHO HEIGHT -   485.8   (meters)     1594.    (feet) VERTCON3
 QM0810  ______________________________________________________________________
 QM0810  GEOID HEIGHT    -        -32.848 (meters)                     GEOID18
 QM0810  NAD 83(2011) X  -     93,702.018 (meters)                     COMP
 QM0810  NAD 83(2011) Y  - -4,449,668.837 (meters)                     COMP
 QM0810  NAD 83(2011) Z  -  4,553,934.958 (meters)                     COMP
 QM0810  LAPLACE CORR    -         -7.45  (seconds)                    DEFLEC18
 QM0810
 QM0810  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0810  Standards:
 QM0810         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0810            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0810  -------------------------------------------------------------------
 QM0810  NETWORK    1.80   3.57           0.78   0.69   1.82     -0.09712756
 QM0810  -------------------------------------------------------------------
 QM0810  Click here for local accuracies and other accuracy information.
 QM0810
 QM0810.The horizontal coordinates were established by GPS observations
 QM0810.and adjusted by the National Geodetic Survey in June 2012.
 QM0810
 QM0810.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0810.been affixed to the stable North American tectonic plate. See 
 QM0810.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0810
 QM0810.The horizontal coordinates are valid at the epoch date displayed above
 QM0810.which is a decimal equivalence of Year/Month/Day.
 QM0810
 QM0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0810
 QM0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0810.GEOID18 height accuracy estimate available here.
 QM0810
 QM0810.Click photographs - Photos may exist for this station.
 QM0810
 QM0810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0810
 QM0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0810
 QM0810.The ellipsoidal height was determined by GPS observations
 QM0810.and is referenced to NAD 83.
 QM0810
 QM0810. The following values were computed from the NAD 83(2011) position.
 QM0810
 QM0810;                    North         East     Units Scale Factor Converg.
 QM0810;SPC WI N     -    76,601.737   693,695.010   MT  0.99996070   +0 52 12.9
 QM0810;SPC WI N     -   251,317.53  2,275,897.71   sFT  0.99996070   +0 52 12.9
 QM0810;UTM  16      - 5,078,888.019   360,739.423   MT  0.99983842   -1 17 13.8
 QM0810
 QM0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0810!SPC WI N     -   0.99992896  x   0.99996070  =   0.99988967
 QM0810!UTM  16      -   0.99992896  x   0.99983842  =   0.99976740
 QM0810
 QM0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6073978888(NAD 83)
 QM0810
 QM0810                          SUPERSEDED SURVEY CONTROL
 QM0810
 QM0810  NAD 83(2007)-  45 50 58.12379(N)    088 47 37.07759(W) AD(2002.00) 0
 QM0810  ELLIP H (02/10/07)  453.164  (m)                       GP(2002.00)    
 QM0810  NAD 83(1997)-  45 50 58.12353(N)    088 47 37.07781(W) AD(       ) 1
 QM0810  ELLIP H (06/17/02)  453.182  (m)                       GP(       ) 3 2
 QM0810  NAD 83(1991)-  45 50 58.12354(N)    088 47 37.07658(W) AD(       ) 1
 QM0810  ELLIP H (10/12/93)  453.123  (m)                       GP(       ) 3 2
 QM0810  NGVD 29 (10/12/93)  485.8    (m)  GEOID93  model used  GPS OBS        
 QM0810
 QM0810.Superseded values are not recommended for survey control.
 QM0810
 QM0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0810.See file dsdata.pdf to determine how the superseded data were derived.
 QM0810
 QM0810_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0810_SETTING: 0 = UNSPECIFIED SETTING
 QM0810_STAMPING: 3914E19S GPS 0024 1991 USDA F.S.
 QM0810_MARK LOGO: USFS
 QM0810_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0810+STABILITY: POSITION/ELEVATION WELL
 QM0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0810+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 QM0810
 QM0810  HISTORY     - Date     Condition        Report By
 QM0810  HISTORY     - 1991     MONUMENTED       USFS
 QM0810  HISTORY     - 20051114 GOOD             WIDT
 QM0810
 QM0810                          STATION DESCRIPTION
 QM0810
 QM0810'DESCRIBED BY US FOREST SERVICE 1991
 QM0810'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0810'HOLE ABOUT 16 INCHES IN DIAMETER 60 INCHES DEEP. 3/4 INCH DIAMETER
 QM0810'BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND TOP SECURITY ROD WERE
 QM0810'DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP WAS
 QM0810'DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0810'CONCRETE FLUSH WITH THE GROUND AND ALUMINUM CAP.
 QM0810'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0810'HIGHWAY 139 AND FOREST SERVICE ROAD 2168 IN THE TOWN OF LONG LAKE,
 QM0810'WISCONSIN.  PROCEED WEST ON FOREST SERVICE ROAD 2168, 6.60 MILES
 QM0810'(10.62 KM) TO A WOODS ROAD, THEN SOUTH ON THE WOODS ROAD 200 FEET
 QM0810'(61.0 M) TO THE STATION. THERE IS A STEEL SIGN POST 1.20 FEET
 QM0810'(0.37 M) SOUTHWEST OF THE STATION.
 QM0810
 QM0810                          STATION RECOVERY (2005)
 QM0810
 QM0810'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0810'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0809 ***********************************************************************
 QM0809  DESIGNATION -  3915E31S GPS 0025
 QM0809  PID         -  QM0809
 QM0809  STATE/COUNTY-  WI/FLORENCE
 QM0809  COUNTRY     -  US
 QM0809  USGS QUAD   -  LONG LAKE (2018)
 QM0809
 QM0809                         *CURRENT SURVEY CONTROL
 QM0809  ______________________________________________________________________
 QM0809* NAD 83(2011) POSITION- 45 48 54.31146(N) 088 39 55.38587(W)   ADJUSTED
 QM0809* NAD 83(2011) ELLIP HT-   439.739 (meters)        (06/27/12)   ADJUSTED
 QM0809* NAD 83(2011) EPOCH   -  2010.00
 QM0809* NAVD 88 ORTHO HEIGHT -   472.9   (meters)     1552.    (feet) VERTCON3
 QM0809  ______________________________________________________________________
 QM0809  GEOID HEIGHT    -        -33.311 (meters)                     GEOID18
 QM0809  NAD 83(2011) X  -    103,725.290 (meters)                     COMP
 QM0809  NAD 83(2011) Y  - -4,452,180.038 (meters)                     COMP
 QM0809  NAD 83(2011) Z  -  4,551,261.699 (meters)                     COMP
 QM0809  LAPLACE CORR    -         -7.70  (seconds)                    DEFLEC18
 QM0809
 QM0809  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0809  Standards:
 QM0809         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0809            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0809  -------------------------------------------------------------------
 QM0809  NETWORK    4.84   6.90           2.08   1.68   3.52      0.51960351
 QM0809  -------------------------------------------------------------------
 QM0809  Click here for local accuracies and other accuracy information.
 QM0809
 QM0809.The horizontal coordinates were established by GPS observations
 QM0809.and adjusted by the National Geodetic Survey in June 2012.
 QM0809
 QM0809.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0809.been affixed to the stable North American tectonic plate. See 
 QM0809.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0809
 QM0809.The horizontal coordinates are valid at the epoch date displayed above
 QM0809.which is a decimal equivalence of Year/Month/Day.
 QM0809
 QM0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0809
 QM0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0809.GEOID18 height accuracy estimate available here.
 QM0809
 QM0809.Click photographs - Photos may exist for this station.
 QM0809
 QM0809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0809
 QM0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0809
 QM0809.The ellipsoidal height was determined by GPS observations
 QM0809.and is referenced to NAD 83.
 QM0809
 QM0809. The following values were computed from the NAD 83(2011) position.
 QM0809
 QM0809;                    North         East     Units Scale Factor Converg.
 QM0809;SPC WI N     -    72,939.128   703,718.935   MT  0.99996419   +0 57 45.9
 QM0809;SPC WI N     -   239,301.12  2,308,784.54   sFT  0.99996419   +0 57 45.9
 QM0809;UTM  16      - 5,074,851.248   370,616.986   MT  0.99980580   -1 11 39.9
 QM0809
 QM0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0809!SPC WI N     -   0.99993107  x   0.99996419  =   0.99989526
 QM0809!UTM  16      -   0.99993107  x   0.99980580  =   0.99973688
 QM0809
 QM0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7061674851(NAD 83)
 QM0809
 QM0809                          SUPERSEDED SURVEY CONTROL
 QM0809
 QM0809  NAD 83(2007)-  45 48 54.31325(N)    088 39 55.38651(W) AD(2002.00) 0
 QM0809  ELLIP H (02/10/07)  439.740  (m)                       GP(2002.00)    
 QM0809  NAD 83(1997)-  45 48 54.31204(N)    088 39 55.38688(W) AD(       ) 1
 QM0809  ELLIP H (06/17/02)  439.756  (m)                       GP(       ) 3 2
 QM0809  NAD 83(1991)-  45 48 54.31206(N)    088 39 55.38564(W) AD(       ) 1
 QM0809  ELLIP H (10/12/93)  439.705  (m)                       GP(       ) 3 2
 QM0809  NGVD 29 (10/12/93)  472.9    (m)  GEOID93  model used  GPS OBS        
 QM0809
 QM0809.Superseded values are not recommended for survey control.
 QM0809
 QM0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0809.See file dsdata.pdf to determine how the superseded data were derived.
 QM0809
 QM0809_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0809_SETTING: 0 = UNSPECIFIED SETTING
 QM0809_STAMPING: 3915E31S GPS 0025 1991 USDA F.S.
 QM0809_MARK LOGO: USFS
 QM0809_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0809+STABILITY: POSITION/ELEVATION WELL
 QM0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0809+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 QM0809
 QM0809  HISTORY     - Date     Condition        Report By
 QM0809  HISTORY     - 1991     MONUMENTED       USFS
 QM0809  HISTORY     - 20051114 GOOD             WIDT
 QM0809
 QM0809                          STATION DESCRIPTION
 QM0809
 QM0809'DESCRIBED BY US FOREST SERVICE 1991
 QM0809'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0809'HOLE ABOUT 16 INCHES IN DIAMETER AND 60 INCHES DEEP.  3/4 INCH
 QM0809'DIAMETER BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND TOP SECURITY
 QM0809'ROD WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP
 QM0809'WAS DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0809'CONCRETE FLUSH WITH THE GROUND AND THE ALUMINUM CAP.
 QM0809'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0809'HIGHWAY 139 AND FOREST SERVICE ROAD 2168 IN THE TOWN OF LONG LAKE,
 QM0809'WISCONSIN.  PROCEED SOUTH ON STATE HIGHWAY 139, 2.50 MILES,
 QM0809'(4.02 KM) THEN EAST 77 FEET (23.5 M) FROM THE CENTERLINE OF STATE
 QM0809'HIGHWAY 139 TO THE STATION. STATION IS ON TOP OF A STEEP BANK.  THERE
 QM0809'IS A STEEL SIGN POST 3.50 FEET (1.07 M) NORTHEAST OF THE STATION.
 QM0809
 QM0809                          STATION RECOVERY (2005)
 QM0809
 QM0809'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0809'RECOVERED IN GOOD CONDITION.   ADD THE DIAMETER OF THE TOP OF THE
 QM0809'CONCRETE POST FAR EXCEEDS THE 16-INCH DIAMETER OF THE DESCRIBED HOLE
 QM0809'AS DUG, SUGGESTING THAT THE CONCRETE POST MAY BE IN THE SHAPE OF A
 QM0809'GOLF TEE AND THEREFORE PRONE TO LIFTING BY FROST ACTION.
 QM0809'NOTE A FOREST SERVICE MONUMENT WAS FOUND NEARBY LYING ON ITS SIDE. IT
 QM0809'WAS APPROXIMATELY 6 INCHES X 6 INCHES X 30 INCHES LONG WITH AN
 QM0809'ALUMINUM POINT AT THE BASE AND AN ALUMINUM CAP STAMPED  GPS STATION
 QM0809'NO. 10  ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1694 ***********************************************************************
 RN1694  DESIGNATION -  396
 RN1694  PID         -  RN1694
 RN1694  STATE/COUNTY-  WI/DOUGLAS
 RN1694  COUNTRY     -  US
 RN1694  USGS QUAD   -  SUPERIOR (2018)
 RN1694
 RN1694                         *CURRENT SURVEY CONTROL
 RN1694  ______________________________________________________________________
 RN1694* NAD 83(2011) POSITION- 46 43 51.55250(N) 092 04 17.19808(W)   ADJUSTED
 RN1694* NAD 83(2011) ELLIP HT-   156.519 (meters)        (06/27/12)   ADJUSTED
 RN1694* NAD 83(2011) EPOCH   -  2010.00
 RN1694* NAVD 88 ORTHO HEIGHT -   184.6   (meters)      606.    (feet) VERTCON3
 RN1694  ______________________________________________________________________
 RN1694  GEOID HEIGHT    -        -28.281 (meters)                     GEOID18
 RN1694  NAD 83(2011) X  -   -158,304.125 (meters)                     COMP
 RN1694  NAD 83(2011) Y  - -4,376,756.751 (meters)                     COMP
 RN1694  NAD 83(2011) Z  -  4,621,431.837 (meters)                     COMP
 RN1694  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 RN1694
 RN1694  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RN1694  Standards:
 RN1694         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RN1694            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RN1694  -------------------------------------------------------------------
 RN1694  NETWORK    1.77   2.35           0.74   0.70   1.20     -0.23363604
 RN1694  -------------------------------------------------------------------
 RN1694  Click here for local accuracies and other accuracy information.
 RN1694
 RN1694.The horizontal coordinates were established by GPS observations
 RN1694.and adjusted by the National Geodetic Survey in June 2012.
 RN1694
 RN1694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RN1694.been affixed to the stable North American tectonic plate. See 
 RN1694.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RN1694
 RN1694.The horizontal coordinates are valid at the epoch date displayed above
 RN1694.which is a decimal equivalence of Year/Month/Day.
 RN1694
 RN1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1694
 RN1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1694.GEOID18 height accuracy estimate available here.
 RN1694
 RN1694.Click photographs - Photos may exist for this station.
 RN1694
 RN1694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1694
 RN1694.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1694
 RN1694.The ellipsoidal height was determined by GPS observations
 RN1694.and is referenced to NAD 83.
 RN1694
 RN1694. The following values were computed from the NAD 83(2011) position.
 RN1694
 RN1694;                    North         East     Units Scale Factor Converg.
 RN1694;SPC WI N     -   175,936.363   441,684.213   MT  0.99999367   -1 29 39.4
 RN1694;SPC WI N     -   577,217.88  1,449,092.29   sFT  0.99999367   -1 29 39.4
 RN1694;UTM  15      - 5,175,688.982   570,947.370   MT  0.99966187   +0 40 34.1
 RN1694
 RN1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1694!SPC WI N     -   0.99997547  x   0.99999367  =   0.99996914
 RN1694!UTM  15      -   0.99997547  x   0.99966187  =   0.99963734
 RN1694
 RN1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7094775688(NAD 83)
 RN1694
 RN1694                          SUPERSEDED SURVEY CONTROL
 RN1694
 RN1694  NAD 83(2007)-  46 43 51.55262(N)    092 04 17.19898(W) AD(2002.00) 0
 RN1694  ELLIP H (02/10/07)  156.548  (m)                       GP(2002.00)    
 RN1694  NAD 83(1996)-  46 43 51.55250(N)    092 04 17.19966(W) AD(       ) 2
 RN1694  ELLIP H (03/16/99)  156.596  (m)                       GP(       ) 4 1
 RN1694  NAD 83(1991)-  46 43 51.55291(N)    092 04 17.19895(W) AD(       ) 2
 RN1694  ELLIP H (11/21/91)  156.524  (m)                       GP(       ) 4 1
 RN1694  NAD 83(1986)-  46 43 51.55012(N)    092 04 17.20064(W) AD(       ) 2
 RN1694  NGVD 29 (05/23/89)  184.6    (m)  RAPSU86  model used  GPS OBS        
 RN1694
 RN1694.Superseded values are not recommended for survey control.
 RN1694
 RN1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1694.See file dsdata.pdf to determine how the superseded data were derived.
 RN1694
 RN1694_MARKER: DD = SURVEY DISK
 RN1694_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RN1694_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 RN1694_STAMPING: 396
 RN1694_MARK LOGO: USACE
 RN1694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1694+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 RN1694
 RN1694  HISTORY     - Date     Condition        Report By
 RN1694  HISTORY     - 1988     MONUMENTED       USACE
 RN1694  HISTORY     - 19961012 GOOD             USPSQD
 RN1694  HISTORY     - 20040904 GOOD             USPSQD
 RN1694
 RN1694                          STATION DESCRIPTION
 RN1694
 RN1694'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988
 RN1694'THE STATION IS LOCATED ON THE PORTLAND CEMENT DOCK ON THE WEST SIDE
 RN1694'OFTHE SUPERIOR FRONT CHANNEL, SUPERIOR BAY.
 RN1694'TO REACH THE STATION FROM THE HIGH BRIDGE ON I-535, PROCEED SOUTH FOR
 RN1694'APPROXIMATELY 1.6 KM (1.00 MI) TO US HIGHWAY NO. 53.  THEN PROCEED
 RN1694'SOUTHEASTERLY ON US HIGHWAY NO. 53 FOR APPROXIMATELY 1.6 KM (1.00 MI)
 RN1694'TO A SIDEROAD LEFT.  FOLLOW THE SIDEROAD ACROSS THE RAILWAY TRACKS AND
 RN1694'NORTWESTERLY TO THE MAIN GATE OF THE CEMENT PLANT.  CONTINUE THROUGH
 RN1694'THE CEMENT PLANT TO THE NORTHEASTERLY CORNER OF THE DOCK AND THE
 RN1694'STATION.
 RN1694'THE STATION IS LOCATED ON A CONCRETE PAD.  IT IS SITUATED 5.4 M
 RN1694'(17.7 FT) NORTHEAST OF THE SOUTHERN  BOLLARD, AND 3.8 M (12.5 FT)
 RN1694'SOUTHEAST OF THE NORTHERLY BOLLARD.
 RN1694'THE STATION IS SET FLUSH WITH THE CONCRETE PAD AND IS STAMPED 396.
 RN1694
 RN1694                          STATION RECOVERY (1996)
 RN1694
 RN1694'RECOVERY NOTE BY US POWER SQUADRON 1996
 RN1694'RECOVERED IN GOOD CONDITION.
 RN1694
 RN1694                          STATION RECOVERY (2004)
 RN1694
 RN1694'RECOVERY NOTE BY US POWER SQUADRON 2004 (TS)
 RN1694'GODD CONDITION,
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8370 ***********************************************************************
 DH8370  DESIGNATION -  3D01
 DH8370  PID         -  DH8370
 DH8370  STATE/COUNTY-  WI/VERNON
 DH8370  COUNTRY     -  US
 DH8370  USGS QUAD   -  STODDARD (2018)
 DH8370
 DH8370                         *CURRENT SURVEY CONTROL
 DH8370  ______________________________________________________________________
 DH8370* NAD 83(1986) POSITION- 43 39 35.79   (N) 091 12 22.95   (W)   HD_HELD1
 DH8370* NAVD 88 ORTHO HEIGHT -   206.547 (meters)      677.65  (feet) ADJUSTED
 DH8370  ______________________________________________________________________
 DH8370  GEOID HEIGHT    -        -31.754 (meters)                     GEOID18
 DH8370  DYNAMIC HEIGHT  -        206.502 (meters)      677.50  (feet) COMP
 DH8370  MODELED GRAVITY -    980,396.9   (mgal)                       NAVD 88
 DH8370
 DH8370  VERT ORDER      -  SECOND    CLASS I
 DH8370
 DH8370.The horizontal coordinates were determined by differentially corrected
 DH8370.hand held GPS observations or other comparable positioning techniques
 DH8370.and have an estimated accuracy of +/- 3 meters.
 DH8370
 DH8370.The orthometric height was determined by differential leveling and
 DH8370.adjusted by the WI DEPT OF TRANSP
 DH8370.in May 2012.
 DH8370
 DH8370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8370.GEOID18 height accuracy estimate available here.
 DH8370
 DH8370.Click photographs - Photos may exist for this station.
 DH8370
 DH8370.The dynamic height is computed by dividing the NAVD 88
 DH8370.geopotential number by the normal gravity value computed on the
 DH8370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8370.degrees latitude (g = 980.6199 gals.).
 DH8370
 DH8370.The modeled gravity was interpolated from observed gravity values.
 DH8370
 DH8370;                    North         East    Units  Estimated Accuracy
 DH8370;SPC WI S     -   185,108.8     502,699.3     MT  (+/- 3 meters HH1 GPS) 
 DH8370
 DH8370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4462235667(NAD 83)
 DH8370
 DH8370                          SUPERSEDED SURVEY CONTROL
 DH8370
 DH8370  NAVD 88 (04/20/07)  206.547  (m)          677.65   (f) SUPERSEDED  2 1
 DH8370
 DH8370.Superseded values are not recommended for survey control.
 DH8370
 DH8370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8370.See file dsdata.pdf to determine how the superseded data were derived.
 DH8370
 DH8370_MARKER: DD = SURVEY DISK
 DH8370_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8370_SP_SET: BRIDGE PARAPET
 DH8370_STAMPING: 3D01 2004
 DH8370_MARK LOGO: WIDT
 DH8370_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8370+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2010
 DH8370
 DH8370  HISTORY     - Date     Condition        Report By
 DH8370  HISTORY     - 2004     MONUMENTED       WIDT
 DH8370  HISTORY     - 20100726 GOOD             WIDT
 DH8370
 DH8370                          STATION DESCRIPTION
 DH8370
 DH8370'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8370'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8370'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (MAIN STREET) WITH STATE
 DH8370'HIGHWAY 162 (DIVISION STREET) IN THE VILLAGE OF STODDARD, GO EAST ON
 DH8370'STATE HIGHWAY 162 (DIVISION STREET) FOR 0.6 MI (0.97 KM) TO THE
 DH8370'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8370'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE EAST
 DH8370'END OF THE NORTH PARAPET OF A BRIDGE ABOUT 1 M (3.3 FT) ABOVE HIGHWAY
 DH8370'PAVEMENT.  THE STATION IS 5.6 M (18.4 FT) NORTH OF THE CENTERLINE OF
 DH8370'STATE HIGHWAY 162.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8370'EXTENDING HIGHER THAN 20 DEGREES EXCEPT FOR TREES TO THE NORTH AND
 DH8370'SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8370
 DH8370                          STATION RECOVERY (2010)
 DH8370
 DH8370'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8370'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 56 M WEST OF THE
 DH8370'EXTENDED CENTERLINE OF COUNTY HIGHWAY O AND 1.1 M EAST OF A WHITE
 DH8370'PLASTIC WITNESS POST.  NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE
 DH8370'TREES IN THE SOUTH QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE
 DH8370'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8369 ***********************************************************************
 DH8369  DESIGNATION -  3D02
 DH8369  PID         -  DH8369
 DH8369  STATE/COUNTY-  WI/VERNON
 DH8369  COUNTRY     -  US
 DH8369  USGS QUAD   -  STODDARD (2018)
 DH8369
 DH8369                         *CURRENT SURVEY CONTROL
 DH8369  ______________________________________________________________________
 DH8369* NAD 83(1986) POSITION- 43 39 06.67   (N) 091 09 56.92   (W)   HD_HELD1
 DH8369* NAVD 88 ORTHO HEIGHT -   200.355 (meters)      657.33  (feet) ADJUSTED
 DH8369  ______________________________________________________________________
 DH8369  GEOID HEIGHT    -        -31.869 (meters)                     GEOID18
 DH8369  DYNAMIC HEIGHT  -        200.311 (meters)      657.19  (feet) COMP
 DH8369  MODELED GRAVITY -    980,398.7   (mgal)                       NAVD 88
 DH8369
 DH8369  VERT ORDER      -  SECOND    CLASS I
 DH8369
 DH8369.The horizontal coordinates were determined by differentially corrected
 DH8369.hand held GPS observations or other comparable positioning techniques
 DH8369.and have an estimated accuracy of +/- 3 meters.
 DH8369
 DH8369.The orthometric height was determined by differential leveling and
 DH8369.adjusted by the WI DEPT OF TRANSP
 DH8369.in May 2012.
 DH8369
 DH8369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8369.GEOID18 height accuracy estimate available here.
 DH8369
 DH8369.Click photographs - Photos may exist for this station.
 DH8369
 DH8369.The dynamic height is computed by dividing the NAVD 88
 DH8369.geopotential number by the normal gravity value computed on the
 DH8369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8369.degrees latitude (g = 980.6199 gals.).
 DH8369
 DH8369.The modeled gravity was interpolated from observed gravity values.
 DH8369
 DH8369;                    North         East    Units  Estimated Accuracy
 DH8369;SPC WI S     -   184,163.7     505,958.2     MT  (+/- 3 meters HH1 GPS) 
 DH8369
 DH8369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4791234840(NAD 83)
 DH8369
 DH8369                          SUPERSEDED SURVEY CONTROL
 DH8369
 DH8369  NAVD 88 (04/20/07)  200.355  (m)          657.33   (f) SUPERSEDED  2 1
 DH8369
 DH8369.Superseded values are not recommended for survey control.
 DH8369
 DH8369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8369.See file dsdata.pdf to determine how the superseded data were derived.
 DH8369
 DH8369_MARKER: DD = SURVEY DISK
 DH8369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8369_SP_SET: BRIDGE WINGWALL
 DH8369_STAMPING: 3D02 2004
 DH8369_MARK LOGO: WIDT
 DH8369_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8369+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2010
 DH8369
 DH8369  HISTORY     - Date     Condition        Report By
 DH8369  HISTORY     - 2004     MONUMENTED       WIDT
 DH8369  HISTORY     - 20100726 GOOD             WIDT
 DH8369
 DH8369                          STATION DESCRIPTION
 DH8369
 DH8369'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8369'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8369'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (MAIN STREET) WITH STATE
 DH8369'HIGHWAY 162 (DIVISION STREET) IN THE VILLAGE OF STODDARD, GO EASTERLY
 DH8369'ON STATE HIGHWAY 162 FOR 0.8 MI (1.29 KM) TO KOLL LANE ON THE RIGHT,
 DH8369'CONTINUE EASTERLY ON STATE HIGHWAY 162 FOR 2.1 MI (3.38 KM) TO THE
 DH8369'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8369'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8369'NORTHERN MOST WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE HIGHWAY
 DH8369'PAVEMENT.  THE STATION IS 6.0 M (19.7 FT) NORTHWEST OF THE CENTERLINE
 DH8369'OF STATE HIGHWAY 162, 32 M (105.0 FT) NORTHEAST OF SOUTHWEST END OF
 DH8369'THE NORTHWEST GUARDRAIL, AND 21.2 M (69.6 FT) SOUTHWEST OF A WOOD POST
 DH8369'FOR A --ADOPT A HIGHWAY SPONSOR UW-LA CROSSE POLITICAL SCIENCE
 DH8369'ASSOCIATION-- SIGN.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8369'OBSTRUCITONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8369
 DH8369                          STATION RECOVERY (2010)
 DH8369
 DH8369'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8369'RECOVERED IN GOOD CONDITION.  A CORRECTED TO REACH FOLLOWS.  TO REACH
 DH8369'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (MAIN STREET) WITH
 DH8369'STATE HIGHWAY 162 (DIVISION STREET) IN THE VILLAGE OF STODDARD, GO
 DH8369'EASTERLY ON STATE HIGHWAY 162 FOR 1.2 MI (NOT 0.8 MI) TO KOLL LANE ON
 DH8369'THE RIGHT, CONTINUE EASTERLY ON STATE HIGHWAY 162 FOR 0.8 MI (NOT 1.2
 DH8369'MI) TO THE STATION ON THE LEFT.
 DH8369'ADD---THE STATION IS 50.5 M WEST OF THE CENTERLINE OF HILLTOP ROAD AND
 DH8369'0.7 M WEST OF A WHITE PLASTIC WITNESS POST.  NOTE---THE STATION IS SET
 DH8369'IN THE TOP OF THE NORTHEAST WING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8368 ***********************************************************************
 DH8368  DESIGNATION -  3D03
 DH8368  PID         -  DH8368
 DH8368  STATE/COUNTY-  WI/VERNON
 DH8368  COUNTRY     -  US
 DH8368  USGS QUAD   -  STODDARD (2018)
 DH8368
 DH8368                         *CURRENT SURVEY CONTROL
 DH8368  ______________________________________________________________________
 DH8368* NAD 83(1986) POSITION- 43 39 41.74   (N) 091 07 35.88   (W)   HD_HELD1
 DH8368* NAVD 88 ORTHO HEIGHT -   213.810 (meters)      701.48  (feet) ADJUSTED
 DH8368  ______________________________________________________________________
 DH8368  GEOID HEIGHT    -        -32.011 (meters)                     GEOID18
 DH8368  DYNAMIC HEIGHT  -        213.765 (meters)      701.33  (feet) COMP
 DH8368  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 DH8368
 DH8368  VERT ORDER      -  SECOND    CLASS I
 DH8368
 DH8368.The horizontal coordinates were determined by differentially corrected
 DH8368.hand held GPS observations or other comparable positioning techniques
 DH8368.and have an estimated accuracy of +/- 3 meters.
 DH8368
 DH8368.The orthometric height was determined by differential leveling and
 DH8368.adjusted by the WI DEPT OF TRANSP
 DH8368.in May 2012.
 DH8368
 DH8368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8368.GEOID18 height accuracy estimate available here.
 DH8368
 DH8368.Click photographs - Photos may exist for this station.
 DH8368
 DH8368.The dynamic height is computed by dividing the NAVD 88
 DH8368.geopotential number by the normal gravity value computed on the
 DH8368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8368.degrees latitude (g = 980.6199 gals.).
 DH8368
 DH8368.The modeled gravity was interpolated from observed gravity values.
 DH8368
 DH8368;                    North         East    Units  Estimated Accuracy
 DH8368;SPC WI S     -   185,202.5     509,133.0     MT  (+/- 3 meters HH1 GPS) 
 DH8368
 DH8368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5104735993(NAD 83)
 DH8368
 DH8368                          SUPERSEDED SURVEY CONTROL
 DH8368
 DH8368  NAVD 88 (04/20/07)  213.809  (m)          701.47   (f) SUPERSEDED  2 1
 DH8368
 DH8368.Superseded values are not recommended for survey control.
 DH8368
 DH8368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8368.See file dsdata.pdf to determine how the superseded data were derived.
 DH8368
 DH8368_MARKER: DD = SURVEY DISK
 DH8368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8368_SP_SET: BOX CULVERT WINGWALL
 DH8368_STAMPING: 3D03 2004
 DH8368_MARK LOGO: WIDT
 DH8368_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8368+STABILITY: SURFACE MOTION
 DH8368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8368+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2010
 DH8368
 DH8368  HISTORY     - Date     Condition        Report By
 DH8368  HISTORY     - 2004     MONUMENTED       WIDT
 DH8368  HISTORY     - 20100726 GOOD             WIDT
 DH8368
 DH8368                          STATION DESCRIPTION
 DH8368
 DH8368'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8368'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8368'STATION FROM THE JUNCTION OF STATE HIGHWAY 162 SOUTH WITH STATE
 DH8368'HIGHWAY 162 NORTH AND COUNTY HIGHWAY K ABOUT 1 MI (1.61 KM) NORTH OF
 DH8368'THE VILLAGE OF CHASEBURG, GO WEST ON STATE HIGHWAY 162 SOUTH FOR 0.75
 DH8368'MI (1.21 KM) TO HANSON LANE ON THE LEFT, CONTINUE WEST ON STATE
 DH8368'HIGHWAY 162 FOR 0.8 MI (1.29 KM) TO THE STATION ON THE RIGHT.  THE
 DH8368'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8368'SURVEY CONTROL STATION DISK SET IN THE NORTHERN MOST WINGWALL OF A BOX
 DH8368'CULVERT ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.0 M
 DH8368'(16.4 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 162, 17.9 M
 DH8368'(58.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST GUARDRAIL,
 DH8368'AND 13.0 M (42.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 DH8368'GUARDRAIL.  ---NOTE---THIS STATION IS VISIBLE OBSTRUCTIONS EXTENDING
 DH8368'HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A SILO TO THE
 DH8368'NORTH EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
 DH8368
 DH8368                          STATION RECOVERY (2010)
 DH8368
 DH8368'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8368'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.31 MILE EAST OF
 DH8368'LIETKE LANE AND 0.8 M NORTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8367 ***********************************************************************
 DH8367  DESIGNATION -  3D04
 DH8367  PID         -  DH8367
 DH8367  STATE/COUNTY-  WI/VERNON
 DH8367  COUNTRY     -  US
 DH8367  USGS QUAD   -  COON VALLEY (2018)
 DH8367
 DH8367                         *CURRENT SURVEY CONTROL
 DH8367  ______________________________________________________________________
 DH8367* NAD 83(1986) POSITION- 43 40 06.25   (N) 091 06 33.51   (W)   HD_HELD1
 DH8367* NAVD 88 ORTHO HEIGHT -   207.352 (meters)      680.29  (feet) ADJUSTED
 DH8367  ______________________________________________________________________
 DH8367  GEOID HEIGHT    -        -32.082 (meters)                     GEOID18
 DH8367  DYNAMIC HEIGHT  -        207.309 (meters)      680.15  (feet) COMP
 DH8367  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 DH8367
 DH8367  VERT ORDER      -  SECOND    CLASS I
 DH8367
 DH8367.The horizontal coordinates were determined by differentially corrected
 DH8367.hand held GPS observations or other comparable positioning techniques
 DH8367.and have an estimated accuracy of +/- 3 meters.
 DH8367
 DH8367.The orthometric height was determined by differential leveling and
 DH8367.adjusted by the WI DEPT OF TRANSP
 DH8367.in May 2012.
 DH8367
 DH8367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8367.GEOID18 height accuracy estimate available here.
 DH8367
 DH8367.Click photographs - Photos may exist for this station.
 DH8367
 DH8367.The dynamic height is computed by dividing the NAVD 88
 DH8367.geopotential number by the normal gravity value computed on the
 DH8367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8367.degrees latitude (g = 980.6199 gals.).
 DH8367
 DH8367.The modeled gravity was interpolated from observed gravity values.
 DH8367
 DH8367;                    North         East    Units  Estimated Accuracy
 DH8367;SPC WI S     -   185,940.1     510,540.3     MT  (+/- 3 meters HH1 GPS) 
 DH8367
 DH8367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5242736781(NAD 83)
 DH8367
 DH8367                          SUPERSEDED SURVEY CONTROL
 DH8367
 DH8367  NAVD 88 (04/20/07)  207.352  (m)          680.29   (f) SUPERSEDED  2 1
 DH8367
 DH8367.Superseded values are not recommended for survey control.
 DH8367
 DH8367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8367.See file dsdata.pdf to determine how the superseded data were derived.
 DH8367
 DH8367_MARKER: DD = SURVEY DISK
 DH8367_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8367_SP_SET: BRIDGE PARAPET
 DH8367_STAMPING: 3D04 2004
 DH8367_MARK LOGO: WIDT
 DH8367_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8367+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2010
 DH8367
 DH8367  HISTORY     - Date     Condition        Report By
 DH8367  HISTORY     - 2004     MONUMENTED       WIDT
 DH8367  HISTORY     - 20100726 GOOD             WIDT
 DH8367
 DH8367                          STATION DESCRIPTION
 DH8367
 DH8367'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8367'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8367'STATION FROM THE JUNCTION OF STATE HIGHWAY 162 SOUTH WITH STATE
 DH8367'HIGHWAY 162 NORTH AND COUNTY HIGHWAY K ABOUT 1 MI (1.61 KM) NORTH OF
 DH8367'THE VILLAGE OF CHASEBURG, GO WEST ON STATE HIGHWAY 162 SOUTH FOR 0.45
 DH8367'MI (0.72 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8367'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8367'DISK SET IN THE WEST END OF THE SOUTH PARAPET ABOUT 1 M (3.3 FT) ABOVE
 DH8367'THE HIGHWAY PAVEMENT.  THE STATION IS 4.0 M (13.1 FT) SOUTH OF THE
 DH8367'CENTERLINE OF STATE HIGHWAY 162 AND 33 M (108.3 FT) EAST OF THE
 DH8367'EXTENDED CENTERLINE OF OVERSON LANE.  ---NOTE---THIS STATION HAS NO
 DH8367'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8367'HORIZON.
 DH8367
 DH8367                          STATION RECOVERY (2010)
 DH8367
 DH8367'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8367'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 2.4 M EAST OF A
 DH8367'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8366 ***********************************************************************
 DH8366  DESIGNATION -  3D05
 DH8366  PID         -  DH8366
 DH8366  STATE/COUNTY-  WI/VERNON
 DH8366  COUNTRY     -  US
 DH8366  USGS QUAD   -  NEWTON (2018)
 DH8366
 DH8366                         *CURRENT SURVEY CONTROL
 DH8366  ______________________________________________________________________
 DH8366* NAD 83(2011) POSITION- 43 37 00.46297(N) 091 04 28.73034(W)   ADJUSTED
 DH8366* NAD 83(2011) ELLIP HT-   337.413 (meters)        (06/29/17)   ADJUSTED
 DH8366* NAD 83(2011) EPOCH   -  2010.00
 DH8366* NAVD 88 ORTHO HEIGHT -   369.519 (meters)     1212.33  (feet) ADJUSTED
 DH8366  ______________________________________________________________________
 DH8366  GEOID HEIGHT    -        -32.125 (meters)                     GEOID18
 DH8366  NAD 83(2011) X  -    -86,745.685 (meters)                     COMP
 DH8366  NAD 83(2011) Y  - -4,624,381.142 (meters)                     COMP
 DH8366  NAD 83(2011) Z  -  4,377,598.144 (meters)                     COMP
 DH8366  LAPLACE CORR    -         -9.38  (seconds)                    DEFLEC18
 DH8366  DYNAMIC HEIGHT  -        369.447 (meters)     1212.09  (feet) COMP
 DH8366  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 DH8366
 DH8366  VERT ORDER      -  SECOND    CLASS I
 DH8366
 DH8366  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8366  Standards:
 DH8366         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8366            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8366  -------------------------------------------------------------------
 DH8366  NETWORK    0.61   0.73           0.27   0.22   0.37      0.00452664
 DH8366  -------------------------------------------------------------------
 DH8366  Click here for local accuracies and other accuracy information.
 DH8366
 DH8366.The horizontal coordinates were established by GPS observations
 DH8366.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DH8366
 DH8366.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8366.been affixed to the stable North American tectonic plate. See 
 DH8366.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8366
 DH8366.The horizontal coordinates are valid at the epoch date displayed above
 DH8366.which is a decimal equivalence of Year/Month/Day.
 DH8366
 DH8366.The orthometric height was determined by differential leveling and
 DH8366.adjusted by the WI DEPT OF TRANSP
 DH8366.in May 2012.
 DH8366
 DH8366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8366.GEOID18 height accuracy estimate available here.
 DH8366
 DH8366.Click photographs - Photos may exist for this station.
 DH8366
 DH8366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8366
 DH8366.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8366
 DH8366.The ellipsoidal height was determined by GPS observations
 DH8366.and is referenced to NAD 83.
 DH8366
 DH8366.The dynamic height is computed by dividing the NAVD 88
 DH8366.geopotential number by the normal gravity value computed on the
 DH8366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8366.degrees latitude (g = 980.6199 gals.).
 DH8366
 DH8366.The modeled gravity was interpolated from observed gravity values.
 DH8366
 DH8366. The following values were computed from the NAD 83(2011) position.
 DH8366
 DH8366;                    North         East     Units Scale Factor Converg.
 DH8366;SPC WI S     -   180,170.426   513,261.451   MT  0.99993961   -0 44 18.2
 DH8366;SPC WI S     -   591,109.14  1,683,925.28   sFT  0.99993961   -0 44 18.2
 DH8366;UTM  15      - 4,831,113.553   655,354.941   MT  0.99989687   +1 19 42.4
 DH8366
 DH8366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8366!SPC WI S     -   0.99994709  x   0.99993961  =   0.99988671
 DH8366!UTM  15      -   0.99994709  x   0.99989687  =   0.99984397
 DH8366
 DH8366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5535431113(NAD 83)
 DH8366
 DH8366                          SUPERSEDED SURVEY CONTROL
 DH8366
 DH8366  NAVD 88             369.53   (m)         1212.4    (f) LEVELING    3  
 DH8366  NAVD 88 (04/20/07)  369.518  (m)         1212.33   (f) SUPERSEDED  2 1
 DH8366
 DH8366.Superseded values are not recommended for survey control.
 DH8366
 DH8366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8366.See file dsdata.pdf to determine how the superseded data were derived.
 DH8366
 DH8366_MARKER: DD = SURVEY DISK
 DH8366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8366_STAMPING: 3D05 2004
 DH8366_MARK LOGO: WIDT
 DH8366_PROJECTION: FLUSH
 DH8366_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8366+STABILITY: SURFACE MOTION
 DH8366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8366+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH8366
 DH8366  HISTORY     - Date     Condition        Report By
 DH8366  HISTORY     - 2004     MONUMENTED       WIDT
 DH8366  HISTORY     - 20100728 GOOD             WIDT
 DH8366  HISTORY     - 20160627 GOOD             WIDT
 DH8366
 DH8366                          STATION DESCRIPTION
 DH8366
 DH8366'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8366'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8366'COUNTY HIGHWAY O WITH COUNTY HIGHWAY Y ABOUT 9 MI (14.48 KM)
 DH8366'WEST-NORTHWEST OF THE CITY OF VIROQUA, GO WEST ON COUNTY HIGHWAY O FOR
 DH8366'1.35 MI (2.17 KM) TO STELLNER LANE ON THE RIGHT, CONTINUE WEST ON
 DH8366'COUNTY HIGHWAY D FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 DH8366'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8366'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8366'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE LEVEL HIGHWAY
 DH8366'PAVEMENT.  THE STATION IS 7.4 M (24.3 FT) NORTH OF THE CENTERLINE OF
 DH8366'COUNTY HIGHWAY O, 1.3 M (4.3 FT) SOUTH OF A BARBED WIRE FENCE, 1.0 M
 DH8366'(3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT)
 DH8366'EAST-NORTHEAST OF A WHITE PLASTIC WITNESS POST, AND 1.0 M (3.3 FT)
 DH8366'WEST-NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8366'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8366'ABOVE THE HORIZON.
 DH8366
 DH8366                          STATION RECOVERY (2010)
 DH8366
 DH8366'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8366'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 86 M WEST OF THE
 DH8366'CENTERLINE OF STELLNER LANE, 19.5 M NORTHWEST OF POWER POLE
 DH8366'--9516BB24--, AND APPROXIMATELY 0.4 M ABOVE THE HIGHWAY PAVEMENT.
 DH8366'NOTE---THE BARBED WIRE FENCE IS NO LONGER PRESENT.
 DH8366
 DH8366                          STATION RECOVERY (2016)
 DH8366
 DH8366'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8366'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8365 ***********************************************************************
 DH8365  DESIGNATION -  3D06
 DH8365  PID         -  DH8365
 DH8365  STATE/COUNTY-  WI/VERNON
 DH8365  COUNTRY     -  US
 DH8365  USGS QUAD   -  NEWTON (2018)
 DH8365
 DH8365                         *CURRENT SURVEY CONTROL
 DH8365  ______________________________________________________________________
 DH8365* NAD 83(1986) POSITION- 43 36 41.2    (N) 091 01 15.1    (W)   HD_HELD2
 DH8365* NAVD 88 ORTHO HEIGHT -   258.431 (meters)      847.87  (feet) ADJUSTED
 DH8365  ______________________________________________________________________
 DH8365  GEOID HEIGHT    -        -32.346 (meters)                     GEOID18
 DH8365  DYNAMIC HEIGHT  -        258.372 (meters)      847.68  (feet) COMP
 DH8365  MODELED GRAVITY -    980,384.4   (mgal)                       NAVD 88
 DH8365
 DH8365  VERT ORDER      -  SECOND    CLASS I
 DH8365
 DH8365.The horizontal coordinates were established by autonomous hand held GPS
 DH8365.observations and have an estimated accuracy of +/- 10 meters.
 DH8365
 DH8365.The orthometric height was determined by differential leveling and
 DH8365.adjusted by the WI DEPT OF TRANSP
 DH8365.in May 2012.
 DH8365
 DH8365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8365.GEOID18 height accuracy estimate available here.
 DH8365
 DH8365.Click photographs - Photos may exist for this station.
 DH8365
 DH8365.The dynamic height is computed by dividing the NAVD 88
 DH8365.geopotential number by the normal gravity value computed on the
 DH8365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8365.degrees latitude (g = 980.6199 gals.).
 DH8365
 DH8365.The modeled gravity was interpolated from observed gravity values.
 DH8365
 DH8365;                    North         East    Units  Estimated Accuracy
 DH8365;SPC WI S     -   179,521.      517,595.      MT  (+/- 10 meters HH2 GPS)
 DH8365
 DH8365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5970930621(NAD 83)
 DH8365
 DH8365                          SUPERSEDED SURVEY CONTROL
 DH8365
 DH8365  NAVD 88 (04/20/07)  258.430  (m)          847.87   (f) SUPERSEDED  2 1
 DH8365
 DH8365.Superseded values are not recommended for survey control.
 DH8365
 DH8365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8365.See file dsdata.pdf to determine how the superseded data were derived.
 DH8365
 DH8365_MARKER: DD = SURVEY DISK
 DH8365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8365_SP_SET: BRIDGE WINGWALL
 DH8365_STAMPING: 3D06 2004
 DH8365_MARK LOGO: WIDT
 DH8365_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8365+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2021
 DH8365
 DH8365  HISTORY     - Date     Condition        Report By
 DH8365  HISTORY     - 2004     MONUMENTED       WIDT
 DH8365  HISTORY     - 20100726 GOOD             WIDT
 DH8365  HISTORY     - 20210601 GOOD             WI-123
 DH8365
 DH8365                          STATION DESCRIPTION
 DH8365
 DH8365'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8365'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8365'COUNTY HIGHWAY O WITH COUNTY HIGHWAY Y ABOUT 9 MI (14.48 KM)
 DH8365'WEST-NORTHWEST OF THE CITY OF VIROQUA, GO EASTERLY ON COUNTY HIGHWAY Y
 DH8365'FOR 0.8 MI (1.29 KM) TO RUNGE LANE ON THE RIGHT, CONTINUE EASTERLY ON
 DH8365'COUNTY HIGHWAY Y FOR 0.75 MI (1.21 KM) TO THE STATION ON THE LEFT.
 DH8365'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8365'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTHERN MOST WINGWALL
 DH8365'OF BRIDGE ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.8 M
 DH8365'(19.0 FT) NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY Y, 26 M (85.3
 DH8365'FT) NORTHEAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DH8365'--E4707--, AND 13 M (42.7 FT) SOUTHWEST OF CENTERLINE OF A PRIVATE
 DH8365'ENTRANCE.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 DH8365'DUE TO ALL QUADRANTS BEING BLOCKED BY TREES.
 DH8365
 DH8365                          STATION RECOVERY (2010)
 DH8365
 DH8365'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8365'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.3 M SOUTHWEST OF
 DH8365'A WHITE PLASTIC WITNESS POST.  NOTE---THE STATION IS SET IN THE TOP OF
 DH8365'THE NORTHEAST WING WALL.
 DH8365
 DH8365                          STATION RECOVERY (2021)
 DH8365
 DH8365'RECOVERY NOTE BY VERNON COUNTY WISCONSIN 2021 (LJ)
 DH8365'RECOVERED AS DESCRIBED.  ADD THAT THERE ARE OBSTRUCTIONS ABOVE 75
 DH8365'DEGREES TO THE NORTH AND 45 DEGREES TO THE SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8364 ***********************************************************************
 DH8364  DESIGNATION -  3D07
 DH8364  PID         -  DH8364
 DH8364  STATE/COUNTY-  WI/VERNON
 DH8364  COUNTRY     -  US
 DH8364  USGS QUAD   -  VIROQUA (2018)
 DH8364
 DH8364                         *CURRENT SURVEY CONTROL
 DH8364  ______________________________________________________________________
 DH8364* NAD 83(1986) POSITION- 43 36 54.05   (N) 090 59 31.52   (W)   HD_HELD1
 DH8364* NAVD 88 ORTHO HEIGHT -   329.817 (meters)     1082.07  (feet) ADJUSTED
 DH8364  ______________________________________________________________________
 DH8364  GEOID HEIGHT    -        -32.475 (meters)                     GEOID18
 DH8364  DYNAMIC HEIGHT  -        329.739 (meters)     1081.82  (feet) COMP
 DH8364  MODELED GRAVITY -    980,373.5   (mgal)                       NAVD 88
 DH8364
 DH8364  VERT ORDER      -  SECOND    CLASS I
 DH8364
 DH8364.The horizontal coordinates were determined by differentially corrected
 DH8364.hand held GPS observations or other comparable positioning techniques
 DH8364.and have an estimated accuracy of +/- 3 meters.
 DH8364
 DH8364.The orthometric height was determined by differential leveling and
 DH8364.adjusted by the WI DEPT OF TRANSP
 DH8364.in May 2012.
 DH8364
 DH8364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8364.GEOID18 height accuracy estimate available here.
 DH8364
 DH8364.Click photographs - Photos may exist for this station.
 DH8364
 DH8364.The dynamic height is computed by dividing the NAVD 88
 DH8364.geopotential number by the normal gravity value computed on the
 DH8364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8364.degrees latitude (g = 980.6199 gals.).
 DH8364
 DH8364.The modeled gravity was interpolated from observed gravity values.
 DH8364
 DH8364;                    North         East    Units  Estimated Accuracy
 DH8364;SPC WI S     -   179,890.0     519,922.3     MT  (+/- 3 meters HH1 GPS) 
 DH8364
 DH8364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6202131073(NAD 83)
 DH8364
 DH8364                          SUPERSEDED SURVEY CONTROL
 DH8364
 DH8364  NAVD 88 (04/20/07)  329.815  (m)         1082.07   (f) SUPERSEDED  2 1
 DH8364
 DH8364.Superseded values are not recommended for survey control.
 DH8364
 DH8364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8364.See file dsdata.pdf to determine how the superseded data were derived.
 DH8364
 DH8364_MARKER: DD = SURVEY DISK
 DH8364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8364_SP_SET: CATTLE PASS WINGWALL
 DH8364_STAMPING: 3D07 2004
 DH8364_MARK LOGO: WIDT
 DH8364_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8364+STABILITY: SURFACE MOTION
 DH8364
 DH8364  HISTORY     - Date     Condition        Report By
 DH8364  HISTORY     - 2004     MONUMENTED       WIDT
 DH8364  HISTORY     - 20100726 GOOD             WIDT
 DH8364
 DH8364                          STATION DESCRIPTION
 DH8364
 DH8364'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8364'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8364'COUNTY HIGHWAY Y WITH COUNTY HIGHWAY B ABOUT 4 MI (6.44 KM) NORTHWEST
 DH8364'OF THE CITY OF VIROQUA, GO WEST THEN NORTH ON COUNTY HIGHWAY Y FOR 2.5
 DH8364'MI (4.02 KM) TO ROLLING HILLS ROAD ON THE RIGHT, CONTINUE NORTH THEN
 DH8364'WEST ON COUNTY HIGHWAY Y FOR 0.4 MI (0.64 KM) TO THE STATION ON THE
 DH8364'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8364'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTHWEST WINGWALL OF
 DH8364'A CATTLEPASS ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8364'6.7 M (22.0 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY Y, AND 1.6 M
 DH8364'(5.2 FT) WEST OF A WOOD CULVERT MARKER POST.  ---NOTE---THIS STATION
 DH8364'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8364'HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING TO 50 DEGREES ABOVE
 DH8364'THE HORIZON.
 DH8364
 DH8364                          STATION RECOVERY (2010)
 DH8364
 DH8364'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8364'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS APPROXIMATELY 0.7 M
 DH8364'BELOW THE HIGHWAY PAVEMENT AND 0.8 M EAST OF A WHITE PLASTIC WITNESS
 DH8364'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8363 ***********************************************************************
 DH8363  DESIGNATION -  3D08
 DH8363  PID         -  DH8363
 DH8363  STATE/COUNTY-  WI/VERNON
 DH8363  COUNTRY     -  US
 DH8363  USGS QUAD   -  VIROQUA (2018)
 DH8363
 DH8363                         *CURRENT SURVEY CONTROL
 DH8363  ______________________________________________________________________
 DH8363* NAD 83(1986) POSITION- 43 36 18.5    (N) 090 58 25.5    (W)   HD_HELD2
 DH8363* NAVD 88 ORTHO HEIGHT -   342.313 (meters)     1123.07  (feet) ADJUSTED
 DH8363  ______________________________________________________________________
 DH8363  GEOID HEIGHT    -        -32.535 (meters)                     GEOID18
 DH8363  DYNAMIC HEIGHT  -        342.230 (meters)     1122.80  (feet) COMP
 DH8363  MODELED GRAVITY -    980,366.4   (mgal)                       NAVD 88
 DH8363
 DH8363  VERT ORDER      -  SECOND    CLASS I
 DH8363
 DH8363.The horizontal coordinates were established by autonomous hand held GPS
 DH8363.observations and have an estimated accuracy of +/- 10 meters.
 DH8363
 DH8363.The orthometric height was determined by differential leveling and
 DH8363.adjusted by the WI DEPT OF TRANSP
 DH8363.in May 2012.
 DH8363
 DH8363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8363.GEOID18 height accuracy estimate available here.
 DH8363
 DH8363.Click photographs - Photos may exist for this station.
 DH8363
 DH8363.The dynamic height is computed by dividing the NAVD 88
 DH8363.geopotential number by the normal gravity value computed on the
 DH8363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8363.degrees latitude (g = 980.6199 gals.).
 DH8363
 DH8363.The modeled gravity was interpolated from observed gravity values.
 DH8363
 DH8363;                    North         East    Units  Estimated Accuracy
 DH8363;SPC WI S     -   178,775.      521,390.      MT  (+/- 10 meters HH2 GPS)
 DH8363
 DH8363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6352830012(NAD 83)
 DH8363
 DH8363                          SUPERSEDED SURVEY CONTROL
 DH8363
 DH8363  NAVD 88 (04/20/07)  342.311  (m)         1123.07   (f) SUPERSEDED  2 1
 DH8363
 DH8363.Superseded values are not recommended for survey control.
 DH8363
 DH8363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8363.See file dsdata.pdf to determine how the superseded data were derived.
 DH8363
 DH8363_MARKER: DD = SURVEY DISK
 DH8363_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8363_SP_SET: BRIDGE WINGWALL
 DH8363_STAMPING: 3D08 2004
 DH8363_MARK LOGO: WIDT
 DH8363_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8363+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH8363
 DH8363  HISTORY     - Date     Condition        Report By
 DH8363  HISTORY     - 2004     MONUMENTED       WIDT
 DH8363  HISTORY     - 20100726 MARK NOT FOUND   WIDT
 DH8363
 DH8363                          STATION DESCRIPTION
 DH8363
 DH8363'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8363'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8363'COUNTY HIGHWAY Y WITH COUNTY HIGHWAY B ABOUT 4 MI (6.44 KM) NORTHWEST
 DH8363'OF THE CITY OF VIROQUA, GO WEST ON COUNTY HIGHWAY Y FOR 0.9 MI (1.45
 DH8363'KM) TO HAASE LANE ON THE LEFT, CONTINUE WEST ON COUNTY HIGHWAY Y FOR
 DH8363'0.3 MI (0.48 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8363'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8363'DISK SET IN THE EASTERNMOST WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE
 DH8363'HIGHWAY PAVEMENT.  THE STATION IS 4.8 M (15.7 FT) NORTHEAST OF THE
 DH8363'CENTERLINE OF COUNTY HIGHWAY Y, 39 M (128.0 FT) NORTHWEST OF
 DH8363'CENTERLINE OF PRIVATE ENTRANCE --E5604--, AND 15 M (49.2 FT) SOUTHEAST
 DH8363'OF THE CENTERLINE OF PRIVATE ENTRANCE --E5594--.  ---NOTE---THIS
 DH8363'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE WEST
 DH8363'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DH8363
 DH8363                          STATION RECOVERY (2010)
 DH8363
 DH8363'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8363'THE STATION WAS NOT FOUND.  THE BRIDGE WAS REPLACED WITH A BOX CULVERT
 DH8363'IN 2009.  THE STATION SHOULD BE CONSIDERED TO BE LOST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8362 ***********************************************************************
 DH8362  DESIGNATION -  3D09
 DH8362  PID         -  DH8362
 DH8362  STATE/COUNTY-  WI/VERNON
 DH8362  COUNTRY     -  US
 DH8362  USGS QUAD   -  VIROQUA (2018)
 DH8362
 DH8362                         *CURRENT SURVEY CONTROL
 DH8362  ______________________________________________________________________
 DH8362* NAD 83(2011) POSITION- 43 36 12.30498(N) 090 55 48.70398(W)   ADJUSTED
 DH8362* NAD 83(2011) ELLIP HT-   345.504 (meters)        (06/29/17)   ADJUSTED
 DH8362* NAD 83(2011) EPOCH   -  2010.00
 DH8362* NAVD 88 ORTHO HEIGHT -   378.229 (meters)     1240.91  (feet) ADJUSTED
 DH8362  ______________________________________________________________________
 DH8362  GEOID HEIGHT    -        -32.714 (meters)                     GEOID18
 DH8362  NAD 83(2011) X  -    -75,103.360 (meters)                     COMP
 DH8362  NAD 83(2011) Y  - -4,625,616.073 (meters)                     COMP
 DH8362  NAD 83(2011) Z  -  4,376,527.532 (meters)                     COMP
 DH8362  LAPLACE CORR    -         -9.79  (seconds)                    DEFLEC18
 DH8362  DYNAMIC HEIGHT  -        378.132 (meters)     1240.59  (feet) COMP
 DH8362  MODELED GRAVITY -    980,352.4   (mgal)                       NAVD 88
 DH8362
 DH8362  VERT ORDER      -  SECOND    CLASS I
 DH8362
 DH8362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8362  Standards:
 DH8362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8362  -------------------------------------------------------------------
 DH8362  NETWORK    0.57   0.57           0.26   0.20   0.29     -0.01829738
 DH8362  -------------------------------------------------------------------
 DH8362  Click here for local accuracies and other accuracy information.
 DH8362
 DH8362.The horizontal coordinates were established by GPS observations
 DH8362.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DH8362
 DH8362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8362.been affixed to the stable North American tectonic plate. See 
 DH8362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8362
 DH8362.The horizontal coordinates are valid at the epoch date displayed above
 DH8362.which is a decimal equivalence of Year/Month/Day.
 DH8362
 DH8362.The orthometric height was determined by differential leveling and
 DH8362.adjusted by the WI DEPT OF TRANSP
 DH8362.in May 2012.
 DH8362
 DH8362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8362.GEOID18 height accuracy estimate available here.
 DH8362
 DH8362.Click photographs - Photos may exist for this station.
 DH8362
 DH8362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8362
 DH8362.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8362
 DH8362.The ellipsoidal height was determined by GPS observations
 DH8362.and is referenced to NAD 83.
 DH8362
 DH8362.The dynamic height is computed by dividing the NAVD 88
 DH8362.geopotential number by the normal gravity value computed on the
 DH8362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8362.degrees latitude (g = 980.6199 gals.).
 DH8362
 DH8362.The modeled gravity was interpolated from observed gravity values.
 DH8362
 DH8362. The following values were computed from the NAD 83(2011) position.
 DH8362
 DH8362;                    North         East     Units Scale Factor Converg.
 DH8362;SPC WI S     -   178,544.179   524,903.559   MT  0.99993876   -0 38 20.9
 DH8362;SPC WI S     -   585,773.69  1,722,121.09   sFT  0.99993876   -0 38 20.9
 DH8362;UTM  15      - 4,829,908.274   667,047.901   MT  0.99994325   +1 25 40.1
 DH8362
 DH8362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8362!SPC WI S     -   0.99994582  x   0.99993876  =   0.99988459
 DH8362!UTM  15      -   0.99994582  x   0.99994325  =   0.99988908
 DH8362
 DH8362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6704729908(NAD 83)
 DH8362
 DH8362                          SUPERSEDED SURVEY CONTROL
 DH8362
 DH8362  NAVD 88 (04/20/07)  378.227  (m)         1240.90   (f) SUPERSEDED  2 1
 DH8362
 DH8362.Superseded values are not recommended for survey control.
 DH8362
 DH8362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8362.See file dsdata.pdf to determine how the superseded data were derived.
 DH8362
 DH8362_MARKER: DD = SURVEY DISK
 DH8362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8362_STAMPING: 3D09 2004
 DH8362_MARK LOGO: WIDT
 DH8362_PROJECTION: FLUSH
 DH8362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8362+STABILITY: SURFACE MOTION
 DH8362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8362+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2015
 DH8362
 DH8362  HISTORY     - Date     Condition        Report By
 DH8362  HISTORY     - 2004     MONUMENTED       WIDT
 DH8362  HISTORY     - 20100726 GOOD             WIDT
 DH8362  HISTORY     - 20151022 GOOD             WIDT
 DH8362
 DH8362                          STATION DESCRIPTION
 DH8362
 DH8362'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8362'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8362'US HIGHWAY 14, US HIGHWAY 61 AND STATE HIGHWAY 27 WITH COUNTY HIGHWAY
 DH8362'Y ABOUT 2 MI (3.22 KM) NORTH OF THE CITY OF VIROQUA, GO WESTERLY ON
 DH8362'COUNTY HIGHWAY Y FOR 2.3 MI (3.7 KM) TO MILLER ROAD ON THE LEFT AND
 DH8362'SOUTH NATWICK ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY HIGHWAY Y FOR
 DH8362'0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8362'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8362'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3
 DH8362'FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 8.9 M (29.2 FT) NORTH
 DH8362'OF THE CENTERLINE OF COUNTY HIGHWAY Y, 69 M (226.4 FT) EAST OF PRIVATE
 DH8362'ENTRANCE --E6474--, 56 M (183.7 FT) WEST-NORTHWEST OF POWER POLE
 DH8362'--3C14R1--, 1 M (3.3 FT) SOUTH OF A CULTIVATED FIELD, 1.0 M (3.3 FT)
 DH8362'SOUTH OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) EAST-NORTHEAST
 DH8362'OF A WHITE PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) WEST-NORTHWEST OF
 DH8362'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8362'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8362
 DH8362                          STATION RECOVERY (2010)
 DH8362
 DH8362'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8362'RECOVERED IN GOOD CONDITION.
 DH8362
 DH8362                          STATION RECOVERY (2015)
 DH8362
 DH8362'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DH8362'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8270 ***********************************************************************
 DP8270  DESIGNATION -  3D1 A
 DP8270  PID         -  DP8270
 DP8270  STATE/COUNTY-  WI/MARINETTE
 DP8270  COUNTRY     -  US
 DP8270  USGS QUAD   -  CRIVITZ (2018)
 DP8270
 DP8270                         *CURRENT SURVEY CONTROL
 DP8270  ______________________________________________________________________
 DP8270* NAD 83(2011) POSITION- 45 13 01.93753(N) 088 04 27.16933(W)   ADJUSTED
 DP8270* NAD 83(2011) ELLIP HT-   186.631 (meters)        (04/14/17)   ADJUSTED
 DP8270* NAD 83(2011) EPOCH   -  2010.00
 DP8270* NAVD 88 ORTHO HEIGHT -   222.641 (meters)      730.45  (feet) ADJUSTED
 DP8270  ______________________________________________________________________
 DP8270  GEOID HEIGHT    -        -36.006 (meters)                     GEOID18
 DP8270  NAD 83(2011) X  -    151,243.304 (meters)                     COMP
 DP8270  NAD 83(2011) Y  - -4,498,079.325 (meters)                     COMP
 DP8270  NAD 83(2011) Z  -  4,504,517.208 (meters)                     COMP
 DP8270  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 DP8270  DYNAMIC HEIGHT  -        222.627 (meters)      730.40  (feet) COMP
 DP8270  MODELED GRAVITY -    980,547.8   (mgal)                       NAVD 88
 DP8270
 DP8270  VERT ORDER      -  SECOND    CLASS I
 DP8270
 DP8270  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8270  Standards:
 DP8270         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8270            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8270  -------------------------------------------------------------------
 DP8270  NETWORK    0.46   0.67           0.21   0.16   0.34      0.00016413
 DP8270  -------------------------------------------------------------------
 DP8270  Click here for local accuracies and other accuracy information.
 DP8270
 DP8270.The horizontal coordinates were established by GPS observations
 DP8270.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8270
 DP8270.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8270.been affixed to the stable North American tectonic plate. See 
 DP8270.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8270
 DP8270.The horizontal coordinates are valid at the epoch date displayed above
 DP8270.which is a decimal equivalence of Year/Month/Day.
 DP8270
 DP8270.The orthometric height was determined by differential leveling and
 DP8270.adjusted by the NATIONAL GEODETIC SURVEY
 DP8270.in February 2017.
 DP8270
 DP8270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8270.GEOID18 height accuracy estimate available here.
 DP8270
 DP8270.Click photographs - Photos may exist for this station.
 DP8270
 DP8270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8270
 DP8270.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8270
 DP8270.The ellipsoidal height was determined by GPS observations
 DP8270.and is referenced to NAD 83.
 DP8270
 DP8270.The dynamic height is computed by dividing the NAVD 88
 DP8270.geopotential number by the normal gravity value computed on the
 DP8270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8270.degrees latitude (g = 980.6199 gals.).
 DP8270
 DP8270.The modeled gravity was interpolated from observed gravity values.
 DP8270
 DP8270. The following values were computed from the NAD 83(2011) position.
 DP8270
 DP8270;                    North         East     Units Scale Factor Converg.
 DP8270;SPC WI C     -   155,570.241   751,246.895   MT  0.99995840   +1 21 31.6
 DP8270;SPC WI C     -   510,400.03  2,464,715.85   sFT  0.99995840   +1 21 31.6
 DP8270;UTM  16      - 5,007,640.801   415,656.050   MT  0.99968747   -0 45 45.0
 DP8270
 DP8270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8270!SPC WI C     -   0.99997074  x   0.99995840  =   0.99992914
 DP8270!UTM  16      -   0.99997074  x   0.99968747  =   0.99965822
 DP8270
 DP8270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1565607640(NAD 83)
 DP8270
 DP8270                          SUPERSEDED SURVEY CONTROL
 DP8270
 DP8270.No superseded survey control is available for this station.
 DP8270
 DP8270_MARKER: DD = SURVEY DISK
 DP8270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8270_STAMPING: 3D1 A 2012
 DP8270_MARK LOGO: WIDT
 DP8270_PROJECTION: FLUSH
 DP8270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8270+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 DP8270
 DP8270  HISTORY     - Date     Condition        Report By
 DP8270  HISTORY     - 2012     MONUMENTED       WIDT
 DP8270  HISTORY     - 20141027 GOOD             WIDT
 DP8270
 DP8270                          STATION DESCRIPTION
 DP8270
 DP8270'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8270'HE STATION IS LOCATED AT THE CRIVITZ MUNICIPAL AIRPORT SOUTH-SOUTHEAST
 DP8270'OF ATHELSTANE, 8.5 MI (13.7 KM) NORTHWEST OF POUND AND 3.4 MI (5.5 KM)
 DP8270'SOUTHWEST OF CRIVITZ.
 DP8270'
 DP8270'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8270'HIGHWAY WEST ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DP8270'CRIVITZ, GO EAST ON COUNTY HIGHWAY WEST FOR 3.3 MI (5.3 KM) TO
 DP8270'HIDEAWAY LANE ON THE LEFT AND AIRPORT ROAD ON THE RIGHT.  CONTINUE
 DP8270'EAST ON COUNTY HIGHWAY WEST FOR 0.2 MI (0.3 KM) TO THE CRIVITZ
 DP8270'MUNICIPAL AIRPORT ON THE RIGHT AND THE STATION ON THE RIGHT, WHICH IS
 DP8270'ABOUT 400 FT (121.9 M) WEST OF THE PAVED NORTH-SOUTH RUNWAY 18/36 AND
 DP8270'ABOUT 100 FT (30.5 M) SOUTH OF THE PAVED EAST-WEST TAXIWAY.
 DP8270'
 DP8270'THE STATION IS 69.1 M (226.7 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8270'HIGHWAY WEST, 78.4 M (257.2 FT) SOUTHEAST OF A -CRIVITZ MUNICIPAL
 DP8270'AIRPORT- SIGN, 33.1 M (108.6 FT) SOUTH OF THE CENTER OF THE EAST-WEST
 DP8270'TAXIWAY AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE
 DP8270'PLASTIC 4X4 GUARD POSTS.
 DP8270'
 DP8270'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8270'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8270'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8270'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8361 ***********************************************************************
 DH8361  DESIGNATION -  3D10
 DH8361  PID         -  DH8361
 DH8361  STATE/COUNTY-  WI/VERNON
 DH8361  COUNTRY     -  US
 DH8361  USGS QUAD   -  VIROQUA (2018)
 DH8361
 DH8361                         *CURRENT SURVEY CONTROL
 DH8361  ______________________________________________________________________
 DH8361* NAD 83(1986) POSITION- 43 35 47.43   (N) 090 53 41.09   (W)   HD_HELD1
 DH8361* NAVD 88 ORTHO HEIGHT -   371.366 (meters)     1218.39  (feet) ADJUSTED
 DH8361  ______________________________________________________________________
 DH8361  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 DH8361  DYNAMIC HEIGHT  -        371.269 (meters)     1218.07  (feet) COMP
 DH8361  MODELED GRAVITY -    980,348.8   (mgal)                       NAVD 88
 DH8361
 DH8361  VERT ORDER      -  SECOND    CLASS I
 DH8361
 DH8361.The horizontal coordinates were determined by differentially corrected
 DH8361.hand held GPS observations or other comparable positioning techniques
 DH8361.and have an estimated accuracy of +/- 3 meters.
 DH8361
 DH8361.The orthometric height was determined by differential leveling and
 DH8361.adjusted by the WI DEPT OF TRANSP
 DH8361.in May 2012.
 DH8361
 DH8361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8361.GEOID18 height accuracy estimate available here.
 DH8361
 DH8361.Click photographs - Photos may exist for this station.
 DH8361
 DH8361.The dynamic height is computed by dividing the NAVD 88
 DH8361.geopotential number by the normal gravity value computed on the
 DH8361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8361.degrees latitude (g = 980.6199 gals.).
 DH8361
 DH8361.The modeled gravity was interpolated from observed gravity values.
 DH8361
 DH8361;                    North         East    Units  Estimated Accuracy
 DH8361;SPC WI S     -   177,745.3     527,757.0     MT  (+/- 3 meters HH1 GPS) 
 DH8361
 DH8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6992829212(NAD 83)
 DH8361
 DH8361                          SUPERSEDED SURVEY CONTROL
 DH8361
 DH8361  NAVD 88 (04/20/07)  371.363  (m)         1218.38   (f) SUPERSEDED  2 1
 DH8361
 DH8361.Superseded values are not recommended for survey control.
 DH8361
 DH8361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8361.See file dsdata.pdf to determine how the superseded data were derived.
 DH8361
 DH8361_MARKER: DD = SURVEY DISK
 DH8361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8361_SP_SET: BOX CULVERT WINGWALL
 DH8361_STAMPING: 3D10 2004
 DH8361_MARK LOGO: WIDT
 DH8361_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8361+STABILITY: SURFACE MOTION
 DH8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8361+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2015
 DH8361
 DH8361  HISTORY     - Date     Condition        Report By
 DH8361  HISTORY     - 2004     MONUMENTED       WIDT
 DH8361  HISTORY     - 20100727 GOOD             WIDT
 DH8361  HISTORY     - 20151022 GOOD             WIDT
 DH8361
 DH8361                          STATION DESCRIPTION
 DH8361
 DH8361'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8361'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8361'US HIGHWAY 14, US HIGHWAY 61, AND STATE HIGHWAY 27 WITH COUNTY HIGHWAY
 DH8361'Y ABOUT 2 MI (3.22 KM) NORTH OF THE CITY OF VIROQUA, GO WEST ON COUNTY
 DH8361'HIGHWAY FOR 0.3 MI (0.48 KM) TO THE STATION ON THE RIGHT.  THE STATION
 DH8361'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8361'CONTROL STATION DISK SET IN THE NORTHWEST WINGWALL OF A BOX CULVERT
 DH8361'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.4 M (17.7 FT)
 DH8361'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY Y, 6.2 M (20.3 FT) WEST OF
 DH8361'THE EAST END OF THE NORTH GUARDRAIL, AND 2.2 M (7.2 FT) EAST OF THE
 DH8361'WEST END OF THE NORTH GUARDRAIL.  ---NOTE---THIS STATION HAS NO
 DH8361'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH8361'HORIZON EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING TO 30 DEGREES
 DH8361'ABOVE THE HORIZON.
 DH8361
 DH8361                          STATION RECOVERY (2010)
 DH8361
 DH8361'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8361'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.7 M EAST OF A
 DH8361'WHITE PLASTIC WITNESS POST.  NOTE---VISIBLE OBSTRUCTIONS AT THIS
 DH8361'STATION ARE TREES TO THE SOUTHEAST EXTENDING TO 40 DEGREES ABOVE THE
 DH8361'HORIZON.
 DH8361
 DH8361                          STATION RECOVERY (2015)
 DH8361
 DH8361'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DH8361'RECOVERED IN GOOD CONDITION.
 DH8361'
 DH8361'NOTE-THIS STATION CURRENTLY HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8361'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8443 ***********************************************************************
 DH8443  DESIGNATION -  3D13
 DH8443  PID         -  DH8443
 DH8443  STATE/COUNTY-  WI/VERNON
 DH8443  COUNTRY     -  US
 DH8443  USGS QUAD   -  WESTBY (2018)
 DH8443
 DH8443                         *CURRENT SURVEY CONTROL
 DH8443  ______________________________________________________________________
 DH8443* NAD 83(2011) POSITION- 43 39 44.09411(N) 090 51 04.40736(W)   ADJUSTED
 DH8443* NAD 83(2011) ELLIP HT-   367.025 (meters)        (06/29/17)   ADJUSTED
 DH8443* NAD 83(2011) EPOCH   -  2010.00
 DH8443* NAVD 88 ORTHO HEIGHT -   400.086 (meters)     1312.62  (feet) ADJUSTED
 DH8443  ______________________________________________________________________
 DH8443  GEOID HEIGHT    -        -33.066 (meters)                     GEOID18
 DH8443  NAD 83(2011) X  -    -68,660.985 (meters)                     COMP
 DH8443  NAD 83(2011) Y  - -4,621,220.711 (meters)                     COMP
 DH8443  NAD 83(2011) Z  -  4,381,273.501 (meters)                     COMP
 DH8443  LAPLACE CORR    -         -7.83  (seconds)                    DEFLEC18
 DH8443  DYNAMIC HEIGHT  -        399.979 (meters)     1312.26  (feet) COMP
 DH8443  MODELED GRAVITY -    980,341.1   (mgal)                       NAVD 88
 DH8443
 DH8443  VERT ORDER      -  SECOND    CLASS I
 DH8443
 DH8443  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8443  Standards:
 DH8443         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8443            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8443  -------------------------------------------------------------------
 DH8443  NETWORK    0.52   0.51           0.23   0.19   0.26     -0.06421215
 DH8443  -------------------------------------------------------------------
 DH8443  Click here for local accuracies and other accuracy information.
 DH8443
 DH8443.The horizontal coordinates were established by GPS observations
 DH8443.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DH8443
 DH8443.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8443.been affixed to the stable North American tectonic plate. See 
 DH8443.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8443
 DH8443.The horizontal coordinates are valid at the epoch date displayed above
 DH8443.which is a decimal equivalence of Year/Month/Day.
 DH8443
 DH8443.The orthometric height was determined by differential leveling and
 DH8443.adjusted by the WI DEPT OF TRANSP
 DH8443.in May 2012.
 DH8443
 DH8443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8443.GEOID18 height accuracy estimate available here.
 DH8443
 DH8443.Click photographs - Photos may exist for this station.
 DH8443
 DH8443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8443
 DH8443.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8443
 DH8443.The ellipsoidal height was determined by GPS observations
 DH8443.and is referenced to NAD 83.
 DH8443
 DH8443.The dynamic height is computed by dividing the NAVD 88
 DH8443.geopotential number by the normal gravity value computed on the
 DH8443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8443.degrees latitude (g = 980.6199 gals.).
 DH8443
 DH8443.The modeled gravity was interpolated from observed gravity values.
 DH8443
 DH8443. The following values were computed from the NAD 83(2011) position.
 DH8443
 DH8443;                    North         East     Units Scale Factor Converg.
 DH8443;SPC WI S     -   185,011.697   531,345.547   MT  0.99994290   -0 35 05.6
 DH8443;SPC WI S     -   606,992.54  1,743,256.18   sFT  0.99994290   -0 35 05.6
 DH8443;UTM  15      - 4,836,604.129   673,252.423   MT  0.99996922   +1 29 02.0
 DH8443
 DH8443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8443!SPC WI S     -   0.99994245  x   0.99994290  =   0.99988535
 DH8443!UTM  15      -   0.99994245  x   0.99996922  =   0.99991167
 DH8443
 DH8443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7325236604(NAD 83)
 DH8443
 DH8443                          SUPERSEDED SURVEY CONTROL
 DH8443
 DH8443  NAVD 88 (04/20/07)  400.083  (m)         1312.61   (f) SUPERSEDED  2 1
 DH8443
 DH8443.Superseded values are not recommended for survey control.
 DH8443
 DH8443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8443.See file dsdata.pdf to determine how the superseded data were derived.
 DH8443
 DH8443_MARKER: DD = SURVEY DISK
 DH8443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8443_STAMPING: 3D13 2004
 DH8443_MARK LOGO: WIDT
 DH8443_PROJECTION: FLUSH
 DH8443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8443+STABILITY: SURFACE MOTION
 DH8443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8443+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH8443
 DH8443  HISTORY     - Date     Condition        Report By
 DH8443  HISTORY     - 2004     MONUMENTED       WIDT
 DH8443  HISTORY     - 20100726 GOOD             WIDT
 DH8443  HISTORY     - 20151014 GOOD             WIDT
 DH8443  HISTORY     - 20160627 GOOD             WIDT
 DH8443
 DH8443                          STATION DESCRIPTION
 DH8443
 DH8443'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8443'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8443'STATION FROM THE JUNCTION OF US HIGHWAY 14, US HIGHWAY 61 AND STATE
 DH8443'HIGHWAY 27 SOUTH WITH STATE HIGHWAY 27 NORTH IN THE CITY OF WESTBY, GO
 DH8443'NORTHEAST ON STATE HIGHWAY 27 NORTH FOR 0.35 MI (0.56 KM) TO THE
 DH8443'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8443'TRANSPORTATION GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8443'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DH8443'THE STATION IS 20.4 M (66.9 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DH8443'HIGHWAY 27, 37.0 M (121.4 FT) NORTHEAST OF A WOOD POST FOR A
 DH8443'--JUNCTION 14, JUNCTION 61-- SIGN, 1.0 M (3.3 FT) NORTH OF A WHITE
 DH8443'PLASTIC WITNESS POST, 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS
 DH8443'POST, 0.9 M (3.0 FT) SOUTHEAST OF A BARBED WIRE FENCE AND 0.7 M (2.3
 DH8443'FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH8443'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8443'HORZION.
 DH8443
 DH8443                          STATION RECOVERY (2010)
 DH8443
 DH8443'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8443'RECOVERED IN GOOD CONDITION.
 DH8443
 DH8443                          STATION RECOVERY (2015)
 DH8443
 DH8443'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DH8443'RECOVERED AS DESCRIBED.
 DH8443
 DH8443                          STATION RECOVERY (2016)
 DH8443
 DH8443'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8443'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8444 ***********************************************************************
 DH8444  DESIGNATION -  3D14
 DH8444  PID         -  DH8444
 DH8444  STATE/COUNTY-  WI/VERNON
 DH8444  COUNTRY     -  US
 DH8444  USGS QUAD   -  WESTBY (2018)
 DH8444
 DH8444                         *CURRENT SURVEY CONTROL
 DH8444  ______________________________________________________________________
 DH8444* NAD 83(2011) POSITION- 43 41 54.76263(N) 090 49 29.80894(W)   ADJUSTED
 DH8444* NAD 83(2011) ELLIP HT-   370.499 (meters)        (06/29/17)   ADJUSTED
 DH8444* NAD 83(2011) EPOCH   -  2010.00
 DH8444* NAVD 88 ORTHO HEIGHT -   403.631 (meters)     1324.25  (feet) ADJUSTED
 DH8444  ______________________________________________________________________
 DH8444  GEOID HEIGHT    -        -33.135 (meters)                     GEOID18
 DH8444  NAD 83(2011) X  -    -66,501.499 (meters)                     COMP
 DH8444  NAD 83(2011) Y  - -4,618,469.166 (meters)                     COMP
 DH8444  NAD 83(2011) Z  -  4,384,192.600 (meters)                     COMP
 DH8444  LAPLACE CORR    -         -7.04  (seconds)                    DEFLEC18
 DH8444  DYNAMIC HEIGHT  -        403.526 (meters)     1323.90  (feet) COMP
 DH8444  MODELED GRAVITY -    980,347.0   (mgal)                       NAVD 88
 DH8444
 DH8444  VERT ORDER      -  SECOND    CLASS I
 DH8444
 DH8444  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8444  Standards:
 DH8444         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8444            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8444  -------------------------------------------------------------------
 DH8444  NETWORK    0.55   0.63           0.25   0.19   0.32     -0.07508743
 DH8444  -------------------------------------------------------------------
 DH8444  Click here for local accuracies and other accuracy information.
 DH8444
 DH8444.The horizontal coordinates were established by GPS observations
 DH8444.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DH8444
 DH8444.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8444.been affixed to the stable North American tectonic plate. See 
 DH8444.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8444
 DH8444.The horizontal coordinates are valid at the epoch date displayed above
 DH8444.which is a decimal equivalence of Year/Month/Day.
 DH8444
 DH8444.The orthometric height was determined by differential leveling and
 DH8444.adjusted by the WI DEPT OF TRANSP
 DH8444.in May 2012.
 DH8444
 DH8444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8444.GEOID18 height accuracy estimate available here.
 DH8444
 DH8444.Click photographs - Photos may exist for this station.
 DH8444
 DH8444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8444
 DH8444.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8444
 DH8444.The ellipsoidal height was determined by GPS observations
 DH8444.and is referenced to NAD 83.
 DH8444
 DH8444.The dynamic height is computed by dividing the NAVD 88
 DH8444.geopotential number by the normal gravity value computed on the
 DH8444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8444.degrees latitude (g = 980.6199 gals.).
 DH8444
 DH8444.The modeled gravity was interpolated from observed gravity values.
 DH8444
 DH8444. The following values were computed from the NAD 83(2011) position.
 DH8444
 DH8444;                    North         East     Units Scale Factor Converg.
 DH8444;SPC WI S     -   189,022.768   533,504.736   MT  0.99994598   -0 34 00.6
 DH8444;SPC WI S     -   620,152.20  1,750,340.12   sFT  0.99994598   -0 34 00.6
 DH8444;UTM  15      - 4,840,690.669   675,265.429   MT  0.99997784   +1 30 11.0
 DH8444
 DH8444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8444!SPC WI S     -   0.99994191  x   0.99994598  =   0.99988789
 DH8444!UTM  15      -   0.99994191  x   0.99997784  =   0.99991975
 DH8444
 DH8444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7526540690(NAD 83)
 DH8444
 DH8444                          SUPERSEDED SURVEY CONTROL
 DH8444
 DH8444  NAVD 88 (04/20/07)  403.628  (m)         1324.24   (f) SUPERSEDED  2 1
 DH8444
 DH8444.Superseded values are not recommended for survey control.
 DH8444
 DH8444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8444.See file dsdata.pdf to determine how the superseded data were derived.
 DH8444
 DH8444_MARKER: DD = SURVEY DISK
 DH8444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8444_STAMPING: 3D14 2004
 DH8444_MARK LOGO: WIDT
 DH8444_PROJECTION: FLUSH
 DH8444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8444+STABILITY: SURFACE MOTION
 DH8444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8444+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH8444
 DH8444  HISTORY     - Date     Condition        Report By
 DH8444  HISTORY     - 2004     MONUMENTED       WIDT
 DH8444  HISTORY     - 20100726 GOOD             WIDT
 DH8444  HISTORY     - 20160627 GOOD             WIDT
 DH8444
 DH8444                          STATION DESCRIPTION
 DH8444
 DH8444'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8444'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8444'STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY HIGHWAY X
 DH8444'ABOUT 3 MI (4.83 KM) NORTHEAST OF THE CITY OF WESTBY, GO NORTH ON
 DH8444'STATE HIGHWAY 27 FOR 0.5 MI (0.8 KM) TO RUDIE ROAD ON THE LEFT,
 DH8444'CONTINUE NORTH ON STATE HIGHWAY 27 FOR 0.1 MI (0.16 KM) TO THE STATION
 DH8444'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8444'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8444'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8444'THE STATION IS 21.5 M (70.5 FT) EAST OF THE CENTERLINE OF STATE
 DH8444'HIGHWAY 27, 29.5 M (96.8 FT) NORTH OF THE TELEPHONE PEDESTAL --A5A--,
 DH8444'3 M (9.8 FT) WEST OF CULTIVATED FIELD, 1.0 M (3.3 FT) NORTHEAST OF A
 DH8444'WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE
 DH8444'PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 DH8444'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8444'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8444
 DH8444                          STATION RECOVERY (2010)
 DH8444
 DH8444'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8444'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 30.0 M NORTH OF
 DH8444'TELEPHONE PEDESTAL --W13 A1A2-- AND 1.0 M NORTH AND 1.0 M SOUTH OF TWO
 DH8444'WHITE PLASTIC WITNESS POSTS.  NOTE---THE MONUMENT IS RECESSED 10 CM
 DH8444'BELOW GROUND LEVEL.
 DH8444
 DH8444                          STATION RECOVERY (2016)
 DH8444
 DH8444'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8444'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8445 ***********************************************************************
 DH8445  DESIGNATION -  3D15
 DH8445  PID         -  DH8445
 DH8445  STATE/COUNTY-  WI/MONROE
 DH8445  COUNTRY     -  US
 DH8445  USGS QUAD   -  WESTBY (2018)
 DH8445
 DH8445                         *CURRENT SURVEY CONTROL
 DH8445  ______________________________________________________________________
 DH8445* NAD 83(2011) POSITION- 43 44 33.23000(N) 090 47 39.74301(W)   ADJUSTED
 DH8445* NAD 83(2011) ELLIP HT-   380.095 (meters)        (06/29/17)   ADJUSTED
 DH8445* NAD 83(2011) EPOCH   -  2010.00
 DH8445* NAVD 88 ORTHO HEIGHT -   413.276 (meters)     1355.89  (feet) ADJUSTED
 DH8445  ______________________________________________________________________
 DH8445  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 DH8445  NAD 83(2011) X  -    -63,990.237 (meters)                     COMP
 DH8445  NAD 83(2011) Y  - -4,615,130.834 (meters)                     COMP
 DH8445  NAD 83(2011) Z  -  4,387,734.100 (meters)                     COMP
 DH8445  LAPLACE CORR    -         -6.90  (seconds)                    DEFLEC18
 DH8445  DYNAMIC HEIGHT  -        413.171 (meters)     1355.55  (feet) COMP
 DH8445  MODELED GRAVITY -    980,352.8   (mgal)                       NAVD 88
 DH8445
 DH8445  VERT ORDER      -  SECOND    CLASS I
 DH8445
 DH8445  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8445  Standards:
 DH8445         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8445            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8445  -------------------------------------------------------------------
 DH8445  NETWORK    0.64   0.69           0.30   0.21   0.35      0.03637999
 DH8445  -------------------------------------------------------------------
 DH8445  Click here for local accuracies and other accuracy information.
 DH8445
 DH8445.The horizontal coordinates were established by GPS observations
 DH8445.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DH8445
 DH8445.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8445.been affixed to the stable North American tectonic plate. See 
 DH8445.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8445
 DH8445.The horizontal coordinates are valid at the epoch date displayed above
 DH8445.which is a decimal equivalence of Year/Month/Day.
 DH8445
 DH8445.The orthometric height was determined by differential leveling and
 DH8445.adjusted by the WI DEPT OF TRANSP
 DH8445.in May 2012.
 DH8445
 DH8445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8445.GEOID18 height accuracy estimate available here.
 DH8445
 DH8445.Click photographs - Photos may exist for this station.
 DH8445
 DH8445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8445
 DH8445.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8445
 DH8445.The ellipsoidal height was determined by GPS observations
 DH8445.and is referenced to NAD 83.
 DH8445
 DH8445.The dynamic height is computed by dividing the NAVD 88
 DH8445.geopotential number by the normal gravity value computed on the
 DH8445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8445.degrees latitude (g = 980.6199 gals.).
 DH8445
 DH8445.The modeled gravity was interpolated from observed gravity values.
 DH8445
 DH8445. The following values were computed from the NAD 83(2011) position.
 DH8445
 DH8445;                    North         East     Units Scale Factor Converg.
 DH8445;SPC WI S     -   193,889.141   536,015.670   MT  0.99995026   -0 32 44.9
 DH8445;SPC WI S     -   636,117.96  1,758,578.08   sFT  0.99995026   -0 32 44.9
 DH8445;UTM  15      - 4,845,644.758   677,598.983   MT  0.99998797   +1 31 31.5
 DH8445
 DH8445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8445!SPC WI S     -   0.99994040  x   0.99995026  =   0.99989066
 DH8445!UTM  15      -   0.99994040  x   0.99998797  =   0.99992837
 DH8445
 DH8445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7759845644(NAD 83)
 DH8445
 DH8445                          SUPERSEDED SURVEY CONTROL
 DH8445
 DH8445  NAVD 88 (04/20/07)  413.272  (m)         1355.88   (f) SUPERSEDED  2 1
 DH8445
 DH8445.Superseded values are not recommended for survey control.
 DH8445
 DH8445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8445.See file dsdata.pdf to determine how the superseded data were derived.
 DH8445
 DH8445_MARKER: DD = SURVEY DISK
 DH8445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8445_STAMPING: 3D15 2004
 DH8445_MARK LOGO: WIDT
 DH8445_PROJECTION: FLUSH
 DH8445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8445+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH8445
 DH8445  HISTORY     - Date     Condition        Report By
 DH8445  HISTORY     - 2004     MONUMENTED       WIDT
 DH8445  HISTORY     - 20100907 GOOD             WIDT
 DH8445  HISTORY     - 20160627 GOOD             WIDT
 DH8445
 DH8445                          STATION DESCRIPTION
 DH8445
 DH8445'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8445'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8445'LOCATED AT THE JUNCTION OF STATE HIGHWAY 27 AND STATE HIGHWAY 33 IN
 DH8445'THE NORTH QUADRANT ABOUT 0.5 MI (0.8 KM) WEST OF THE VILLAGE OF
 DH8445'CASHTON.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8445'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8445'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8445'THE STATION IS 23.8 M (78.1 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DH8445'HIGHWAY 33, 69 M (226.4 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DH8445'HIGHWAY 27, 28.0 M (91.9 FT) EAST-SOUTHEAST OF A WOOD POST FOR A
 DH8445'--SPEED LIMIT 55-- SIGN, 4.0 M (13.1 FT) WEST-SOUTHWEST OF TELEPHONE
 DH8445'PEDESTAL --E 13 T 6--, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC
 DH8445'WITNESS POST, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST, AND
 DH8445'1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8445'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8445'ABOVE THE HORIZON.
 DH8445
 DH8445                          STATION RECOVERY (2010)
 DH8445
 DH8445'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8445'RECOVERED IN GOOD CONDITION.
 DH8445
 DH8445                          STATION RECOVERY (2016)
 DH8445
 DH8445'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8445'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4545 ***********************************************************************
 DJ4545  DESIGNATION -  3D17
 DJ4545  PID         -  DJ4545
 DJ4545  STATE/COUNTY-  WI/LA CROSSE
 DJ4545  COUNTRY     -  US
 DJ4545  USGS QUAD   -  HOLMEN (2018)
 DJ4545
 DJ4545                         *CURRENT SURVEY CONTROL
 DJ4545  ______________________________________________________________________
 DJ4545* NAD 83(1986) POSITION- 43 59 44.9    (N) 091 17 09.6    (W)   HD_HELD2
 DJ4545* NAVD 88 ORTHO HEIGHT -   219.213 (meters)      719.20  (feet) ADJUSTED
 DJ4545  ______________________________________________________________________
 DJ4545  GEOID HEIGHT    -        -31.673 (meters)                     GEOID18
 DJ4545  DYNAMIC HEIGHT  -        219.175 (meters)      719.08  (feet) COMP
 DJ4545  MODELED GRAVITY -    980,442.3   (mgal)                       NAVD 88
 DJ4545
 DJ4545  VERT ORDER      -  SECOND    CLASS I
 DJ4545
 DJ4545.The horizontal coordinates were established by autonomous hand held GPS
 DJ4545.observations and have an estimated accuracy of +/- 10 meters.
 DJ4545
 DJ4545.The orthometric height was determined by differential leveling and
 DJ4545.adjusted by the WI DEPT OF TRANSP
 DJ4545.in May 2012.
 DJ4545
 DJ4545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4545.GEOID18 height accuracy estimate available here.
 DJ4545
 DJ4545.Click photographs - Photos may exist for this station.
 DJ4545
 DJ4545.The dynamic height is computed by dividing the NAVD 88
 DJ4545.geopotential number by the normal gravity value computed on the
 DJ4545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4545.degrees latitude (g = 980.6199 gals.).
 DJ4545
 DJ4545.The modeled gravity was interpolated from observed gravity values.
 DJ4545
 DJ4545;                    North         East    Units  Estimated Accuracy
 DJ4545;SPC WI S     -   222,516.      496,853.      MT  (+/- 10 meters HH2 GPS)
 DJ4545
 DJ4545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3742872835(NAD 83)
 DJ4545
 DJ4545                          SUPERSEDED SURVEY CONTROL
 DJ4545
 DJ4545  NAVD 88 (07/08/08)  219.209  (m)          719.19   (f) SUPERSEDED  2 1
 DJ4545
 DJ4545.Superseded values are not recommended for survey control.
 DJ4545
 DJ4545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4545.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4545
 DJ4545_MARKER: DD = SURVEY DISK
 DJ4545_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4545_SP_SET: BRIDGE COLUMN
 DJ4545_STAMPING: 3D17 2005
 DJ4545_MARK LOGO: WIDT
 DJ4545_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4545+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DJ4545
 DJ4545  HISTORY     - Date     Condition        Report By
 DJ4545  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4545  HISTORY     - 20060615 GOOD             WIDT
 DJ4545  HISTORY     - 20100824 GOOD             WIDT
 DJ4545
 DJ4545                          STATION DESCRIPTION
 DJ4545
 DJ4545'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4545'THIS STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DJ4545'HIGHWAY 35 ABOUT 2 MI (3.2 KM) NORTHWEST OF THE VILLAGE OF HOLMEN.
 DJ4545'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4545'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE NORTH FACE
 DJ4545'OF THE WESTERNMOST COLUMN SUPPORT OF THE US HIGHWAY 53 BRIDGE, ABOUT
 DJ4545'0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 4.7 M (15.4
 DJ4545'FT) SOUTH OF THE CENTERLINE OF WESTBOUND STATE HIGHWAY 35 AND 0.1 M
 DJ4545'(0.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DJ4545'IS SET VERTICALLY AND NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4545
 DJ4545                          STATION RECOVERY (2010)
 DJ4545
 DJ4545'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4807 ***********************************************************************
 DJ4807  DESIGNATION -  3D18
 DJ4807  PID         -  DJ4807
 DJ4807  STATE/COUNTY-  WI/LA CROSSE
 DJ4807  COUNTRY     -  US
 DJ4807  USGS QUAD   -  HOLMEN (2018)
 DJ4807
 DJ4807                         *CURRENT SURVEY CONTROL
 DJ4807  ______________________________________________________________________
 DJ4807* NAD 83(1986) POSITION- 43 58 12.7    (N) 091 17 09.2    (W)   HD_HELD2
 DJ4807* NAVD 88 ORTHO HEIGHT -   227.393 (meters)      746.04  (feet) ADJUSTED
 DJ4807  ______________________________________________________________________
 DJ4807  GEOID HEIGHT    -        -31.676 (meters)                     GEOID18
 DJ4807  DYNAMIC HEIGHT  -        227.354 (meters)      745.91  (feet) COMP
 DJ4807  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 DJ4807
 DJ4807  VERT ORDER      -  SECOND    CLASS I
 DJ4807
 DJ4807.The horizontal coordinates were established by autonomous hand held GPS
 DJ4807.observations and have an estimated accuracy of +/- 10 meters.
 DJ4807
 DJ4807.The orthometric height was determined by differential leveling and
 DJ4807.adjusted by the WI DEPT OF TRANSP
 DJ4807.in May 2012.
 DJ4807
 DJ4807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4807.GEOID18 height accuracy estimate available here.
 DJ4807
 DJ4807.Click photographs - Photos may exist for this station.
 DJ4807
 DJ4807.The dynamic height is computed by dividing the NAVD 88
 DJ4807.geopotential number by the normal gravity value computed on the
 DJ4807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4807.degrees latitude (g = 980.6199 gals.).
 DJ4807
 DJ4807.The modeled gravity was interpolated from observed gravity values.
 DJ4807
 DJ4807;                    North         East    Units  Estimated Accuracy
 DJ4807;SPC WI S     -   219,671.      496,818.      MT  (+/- 10 meters HH2 GPS)
 DJ4807
 DJ4807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3749669990(NAD 83)
 DJ4807
 DJ4807                          SUPERSEDED SURVEY CONTROL
 DJ4807
 DJ4807  NAVD 88 (07/08/08)  227.389  (m)          746.03   (f) SUPERSEDED  2 1
 DJ4807
 DJ4807.Superseded values are not recommended for survey control.
 DJ4807
 DJ4807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4807.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4807
 DJ4807_MARKER: DD = SURVEY DISK
 DJ4807_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4807_SP_SET: BRIDGE WINGWALL
 DJ4807_STAMPING: 3D18 2005
 DJ4807_MARK LOGO: WIDT
 DJ4807_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4807+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DJ4807
 DJ4807  HISTORY     - Date     Condition        Report By
 DJ4807  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4807  HISTORY     - 20060615 GOOD             WIDT
 DJ4807  HISTORY     - 20100824 GOOD             WIDT
 DJ4807
 DJ4807                          STATION DESCRIPTION
 DJ4807
 DJ4807'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4807'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DJ4807'HIGHWAY 35 ABOUT 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF HOLMEN, GO
 DJ4807'NORTH ON US HIGHWAY 53 FOR 2.3 MI (3.7 KM) TO A BRIDGE OVER COUNTY
 DJ4807'HIGHWAY MH (MCHUGH ROAD) AND THE STATION ON THE RIGHT.
 DJ4807'
 DJ4807'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4807'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4807'WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-32-147-91--, ABOUT LEVEL
 DJ4807'WITH THE HIGHWAY PAVEMENT.
 DJ4807'
 DJ4807'THE STATION IS 10.8 M (35.4 FT) EAST OF THE CENTERLINE OF NORTHBOUND
 DJ4807'US HIGHWAY 53 AND 0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DJ4807'POST.
 DJ4807
 DJ4807                          STATION RECOVERY (2010)
 DJ4807
 DJ4807'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4806 ***********************************************************************
 DJ4806  DESIGNATION -  3D19
 DJ4806  PID         -  DJ4806
 DJ4806  STATE/COUNTY-  WI/LA CROSSE
 DJ4806  COUNTRY     -  US
 DJ4806  USGS QUAD   -  HOLMEN (2018)
 DJ4806
 DJ4806                         *CURRENT SURVEY CONTROL
 DJ4806  ______________________________________________________________________
 DJ4806* NAD 83(1986) POSITION- 43 56 54.9    (N) 091 16 05.1    (W)   HD_HELD2
 DJ4806* NAVD 88 ORTHO HEIGHT -   214.070 (meters)      702.33  (feet) ADJUSTED
 DJ4806  ______________________________________________________________________
 DJ4806  GEOID HEIGHT    -        -31.726 (meters)                     GEOID18
 DJ4806  DYNAMIC HEIGHT  -        214.033 (meters)      702.21  (feet) COMP
 DJ4806  MODELED GRAVITY -    980,441.6   (mgal)                       NAVD 88
 DJ4806
 DJ4806  VERT ORDER      -  SECOND    CLASS I
 DJ4806
 DJ4806.The horizontal coordinates were established by autonomous hand held GPS
 DJ4806.observations and have an estimated accuracy of +/- 10 meters.
 DJ4806
 DJ4806.The orthometric height was determined by differential leveling and
 DJ4806.adjusted by the WI DEPT OF TRANSP
 DJ4806.in May 2012.
 DJ4806
 DJ4806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4806.GEOID18 height accuracy estimate available here.
 DJ4806
 DJ4806.Click photographs - Photos may exist for this station.
 DJ4806
 DJ4806.The dynamic height is computed by dividing the NAVD 88
 DJ4806.geopotential number by the normal gravity value computed on the
 DJ4806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4806.degrees latitude (g = 980.6199 gals.).
 DJ4806
 DJ4806.The modeled gravity was interpolated from observed gravity values.
 DJ4806
 DJ4806;                    North         East    Units  Estimated Accuracy
 DJ4806;SPC WI S     -   217,248.      498,210.      MT  (+/- 10 meters HH2 GPS)
 DJ4806
 DJ4806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3897567620(NAD 83)
 DJ4806
 DJ4806                          SUPERSEDED SURVEY CONTROL
 DJ4806
 DJ4806  NAVD 88 (07/08/08)  214.066  (m)          702.31   (f) SUPERSEDED  2 1
 DJ4806
 DJ4806.Superseded values are not recommended for survey control.
 DJ4806
 DJ4806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4806.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4806
 DJ4806_MARKER: DD = SURVEY DISK
 DJ4806_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4806_SP_SET: BRIDGE WINGWALL
 DJ4806_STAMPING: 3D19 2005
 DJ4806_MARK LOGO: WIDT
 DJ4806_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4806+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DJ4806
 DJ4806  HISTORY     - Date     Condition        Report By
 DJ4806  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4806  HISTORY     - 20060613 GOOD             WIDT
 DJ4806  HISTORY     - 20100824 GOOD             WIDT
 DJ4806
 DJ4806                          STATION DESCRIPTION
 DJ4806
 DJ4806'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4806'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DJ4806'HIGHWAY 35 ABOUT 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF HOLMEN, GO
 DJ4806'NORTH ON US HIGHWAY 53 FOR 0.6 TO A BRIDGE OVER HALFWAY CREEK AND THE
 DJ4806'STATION ON THE RIGHT.
 DJ4806'
 DJ4806'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4806'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4806'WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-32-141-91--, ABOUT LEVEL
 DJ4806'WITH THE HIGHWAY PAVEMENT.
 DJ4806'
 DJ4806'THE STATION IS 7.4 M (24.3 FT) EAST OF THE CENTERLINE OF NORTHBOUND US
 DJ4806'HIGHWAY 53 AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4806
 DJ4806                          STATION RECOVERY (2010)
 DJ4806
 DJ4806'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4806'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4805 ***********************************************************************
 DJ4805  DESIGNATION -  3D20
 DJ4805  PID         -  DJ4805
 DJ4805  STATE/COUNTY-  WI/LA CROSSE
 DJ4805  COUNTRY     -  US
 DJ4805  USGS QUAD   -  ONALASKA (2018)
 DJ4805
 DJ4805                         *CURRENT SURVEY CONTROL
 DJ4805  ______________________________________________________________________
 DJ4805* NAD 83(1986) POSITION- 43 55 24.7    (N) 091 14 28.7    (W)   HD_HELD2
 DJ4805* NAVD 88 ORTHO HEIGHT -   216.739 (meters)      711.08  (feet) ADJUSTED
 DJ4805  ______________________________________________________________________
 DJ4805  GEOID HEIGHT    -        -31.802 (meters)                     GEOID18
 DJ4805  DYNAMIC HEIGHT  -        216.701 (meters)      710.96  (feet) COMP
 DJ4805  MODELED GRAVITY -    980,439.9   (mgal)                       NAVD 88
 DJ4805
 DJ4805  VERT ORDER      -  SECOND    CLASS I
 DJ4805
 DJ4805.The horizontal coordinates were established by autonomous hand held GPS
 DJ4805.observations and have an estimated accuracy of +/- 10 meters.
 DJ4805
 DJ4805.The orthometric height was determined by differential leveling and
 DJ4805.adjusted by the WI DEPT OF TRANSP
 DJ4805.in May 2012.
 DJ4805
 DJ4805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4805.GEOID18 height accuracy estimate available here.
 DJ4805
 DJ4805.Click photographs - Photos may exist for this station.
 DJ4805
 DJ4805.The dynamic height is computed by dividing the NAVD 88
 DJ4805.geopotential number by the normal gravity value computed on the
 DJ4805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4805.degrees latitude (g = 980.6199 gals.).
 DJ4805
 DJ4805.The modeled gravity was interpolated from observed gravity values.
 DJ4805
 DJ4805;                    North         East    Units  Estimated Accuracy
 DJ4805;SPC WI S     -   214,432.      500,318.      MT  (+/- 10 meters HH2 GPS)
 DJ4805
 DJ4805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4118364882(NAD 83)
 DJ4805
 DJ4805                          SUPERSEDED SURVEY CONTROL
 DJ4805
 DJ4805  NAVD 88 (07/08/08)  216.735  (m)          711.07   (f) SUPERSEDED  2 1
 DJ4805
 DJ4805.Superseded values are not recommended for survey control.
 DJ4805
 DJ4805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4805.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4805
 DJ4805_MARKER: DD = SURVEY DISK
 DJ4805_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4805_SP_SET: BRIDGE COLUMN
 DJ4805_STAMPING: 3D20 2005
 DJ4805_MARK LOGO: WIDT
 DJ4805_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4805+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DJ4805
 DJ4805  HISTORY     - Date     Condition        Report By
 DJ4805  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4805  HISTORY     - 20060613 GOOD             WIDT
 DJ4805  HISTORY     - 20100824 GOOD             WIDT
 DJ4805
 DJ4805                          STATION DESCRIPTION
 DJ4805
 DJ4805'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4805'THIS STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4805'HIGHWAY OT IN THE CITY OF ONALASKA.
 DJ4805'
 DJ4805'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4805'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE EAST FACE
 DJ4805'OF THE NORTHERNMOST COLUMN SUPPORT FOR THE COUNTY HIGHWAY OT BRIDGE
 DJ4805'OVER US HIGHWAY 53.
 DJ4805'
 DJ4805'THE STATION IS 8.8 M (28.9 FT) WEST OF THE CENTERLINE OF NORTHBOUND US
 DJ4805'HIGHWAY 53, 0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC WITNESS POST, AND
 DJ4805'ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  ---NOTE---THIS
 DJ4805'STATION IS SET VERTICALLY AND NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4805
 DJ4805                          STATION RECOVERY (2010)
 DJ4805
 DJ4805'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4805'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4804 ***********************************************************************
 DJ4804  DESIGNATION -  3D21
 DJ4804  PID         -  DJ4804
 DJ4804  STATE/COUNTY-  WI/LA CROSSE
 DJ4804  COUNTRY     -  US
 DJ4804  USGS QUAD   -  ONALASKA (2018)
 DJ4804
 DJ4804                         *CURRENT SURVEY CONTROL
 DJ4804  ______________________________________________________________________
 DJ4804* NAD 83(1986) POSITION- 43 53 55.4    (N) 091 13 14.5    (W)   HD_HELD2
 DJ4804* NAVD 88 ORTHO HEIGHT -   225.126 (meters)      738.60  (feet) ADJUSTED
 DJ4804  ______________________________________________________________________
 DJ4804  GEOID HEIGHT    -        -31.864 (meters)                     GEOID18
 DJ4804  DYNAMIC HEIGHT  -        225.086 (meters)      738.47  (feet) COMP
 DJ4804  MODELED GRAVITY -    980,435.9   (mgal)                       NAVD 88
 DJ4804
 DJ4804  VERT ORDER      -  SECOND    CLASS I
 DJ4804
 DJ4804.The horizontal coordinates were established by autonomous hand held GPS
 DJ4804.observations and have an estimated accuracy of +/- 10 meters.
 DJ4804
 DJ4804.The orthometric height was determined by differential leveling and
 DJ4804.adjusted by the WI DEPT OF TRANSP
 DJ4804.in May 2012.
 DJ4804
 DJ4804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4804.GEOID18 height accuracy estimate available here.
 DJ4804
 DJ4804.Click photographs - Photos may exist for this station.
 DJ4804
 DJ4804.The dynamic height is computed by dividing the NAVD 88
 DJ4804.geopotential number by the normal gravity value computed on the
 DJ4804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4804.degrees latitude (g = 980.6199 gals.).
 DJ4804
 DJ4804.The modeled gravity was interpolated from observed gravity values.
 DJ4804
 DJ4804;                    North         East    Units  Estimated Accuracy
 DJ4804;SPC WI S     -   211,652.      501,933.      MT  (+/- 10 meters HH2 GPS)
 DJ4804
 DJ4804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4289762162(NAD 83)
 DJ4804
 DJ4804                          SUPERSEDED SURVEY CONTROL
 DJ4804
 DJ4804  NAVD 88 (07/08/08)  225.122  (m)          738.59   (f) SUPERSEDED  2 1
 DJ4804
 DJ4804.Superseded values are not recommended for survey control.
 DJ4804
 DJ4804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4804.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4804
 DJ4804_MARKER: DD = SURVEY DISK
 DJ4804_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4804_SP_SET: BRIDGE PARAPET WALL
 DJ4804_STAMPING: 3D21 2005
 DJ4804_MARK LOGO: WIDT
 DJ4804_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4804+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DJ4804
 DJ4804  HISTORY     - Date     Condition        Report By
 DJ4804  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4804  HISTORY     - 20060613 GOOD             WIDT
 DJ4804  HISTORY     - 20100823 GOOD             WIDT
 DJ4804
 DJ4804                          STATION DESCRIPTION
 DJ4804
 DJ4804'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4804'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DJ4804'HIGHWAY 157 (MAIN STREET) IN THE CITY OF ONALASKA, GO NORTH ON US
 DJ4804'HIGHWAY 53 FOR 1.0 MI (1.6 KM) TO THE BRIDGE OVER SAND LAKE ROAD AND
 DJ4804'THE STATION ON THE RIGHT.
 DJ4804'
 DJ4804'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4804'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST
 DJ4804'PARAPET WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-32-131-81--,
 DJ4804'ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT,
 DJ4804'
 DJ4804'7.0 M (23.0 FT) EAST OF THE CENTERLINE OF NORTHBOUND US HIGHWAY 53.
 DJ4804'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4804
 DJ4804                          STATION RECOVERY (2010)
 DJ4804
 DJ4804'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4804'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 2.3 M SOUTH OF A
 DJ4804'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8496 ***********************************************************************
 DH8496  DESIGNATION -  3D46
 DH8496  PID         -  DH8496
 DH8496  STATE/COUNTY-  WI/LA CROSSE
 DH8496  COUNTRY     -  US
 DH8496  USGS QUAD   -  ONALASKA (2018)
 DH8496
 DH8496                         *CURRENT SURVEY CONTROL
 DH8496  ______________________________________________________________________
 DH8496* NAD 83(1986) POSITION- 43 52 36.73   (N) 091 11 03.16   (W)   HD_HELD1
 DH8496* NAVD 88 ORTHO HEIGHT -   224.652 (meters)      737.05  (feet) ADJUSTED
 DH8496  ______________________________________________________________________
 DH8496  GEOID HEIGHT    -        -31.980 (meters)                     GEOID18
 DH8496  DYNAMIC HEIGHT  -        224.610 (meters)      736.91  (feet) COMP
 DH8496  MODELED GRAVITY -    980,427.2   (mgal)                       NAVD 88
 DH8496
 DH8496  VERT ORDER      -  SECOND    CLASS I
 DH8496
 DH8496.The horizontal coordinates were determined by differentially corrected
 DH8496.hand held GPS observations or other comparable positioning techniques
 DH8496.and have an estimated accuracy of +/- 3 meters.
 DH8496
 DH8496.The orthometric height was determined by differential leveling and
 DH8496.adjusted by the WI DEPT OF TRANSP
 DH8496.in May 2012.
 DH8496
 DH8496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8496.GEOID18 height accuracy estimate available here.
 DH8496
 DH8496.Click photographs - Photos may exist for this station.
 DH8496
 DH8496.The dynamic height is computed by dividing the NAVD 88
 DH8496.geopotential number by the normal gravity value computed on the
 DH8496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8496.degrees latitude (g = 980.6199 gals.).
 DH8496
 DH8496.The modeled gravity was interpolated from observed gravity values.
 DH8496
 DH8496;                    North         East    Units  Estimated Accuracy
 DH8496;SPC WI S     -   209,182.0     504,829.1     MT  (+/- 3 meters HH1 GPS) 
 DH8496
 DH8496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4588059799(NAD 83)
 DH8496
 DH8496                          SUPERSEDED SURVEY CONTROL
 DH8496
 DH8496  NAVD 88 (04/20/07)  224.648  (m)          737.03   (f) SUPERSEDED  2 1
 DH8496
 DH8496.Superseded values are not recommended for survey control.
 DH8496
 DH8496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8496.See file dsdata.pdf to determine how the superseded data were derived.
 DH8496
 DH8496_MARKER: DD = SURVEY DISK
 DH8496_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH8496_SP_SET: BRIDGE RAILING
 DH8496_STAMPING: 3D46 2004
 DH8496_MARK LOGO: WIDT
 DH8496_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH8496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8496+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2012
 DH8496
 DH8496  HISTORY     - Date     Condition        Report By
 DH8496  HISTORY     - 20040401 MONUMENTED       WIDT
 DH8496  HISTORY     - 20100816 GOOD             WIDT
 DH8496  HISTORY     - 20121023 GOOD             MNDT
 DH8496
 DH8496                          STATION DESCRIPTION
 DH8496
 DH8496'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8496'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8496'LOCATED AT THE OVERPASS OF INTERSTATE 90 WITH STATE HIGHWAY 16 ABOUT 1
 DH8496'MI (1.61 KM) EAST OF THE CITY OF ONALASKA.   THE STATION IS A BRONZE
 DH8496'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8496'DISK SET IN THE WEST END OF THE NORTH PARAPET OF A BRIDGE ABOUT 1 M
 DH8496'(3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 11.1 M (36.4 FT)
 DH8496'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE 90 AND
 DH8496'33.0 M (108.3 FT) EAST OF THE WEST END OF THE NORTH GUARDRAIL.
 DH8496'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8496'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8496
 DH8496                          STATION RECOVERY (2010)
 DH8496
 DH8496'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8496'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.7 M
 DH8496'SOUTH-SOUTHEAST OF A --MILE 6-- WOOD MILE POST AND 0.5 M EAST OF A
 DH8496'WHITE PLASTIC WITNESS POST.
 DH8496
 DH8496                          STATION RECOVERY (2012)
 DH8496
 DH8496'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 DH8496'1.0 MILE EAST OF ONALASKA, WISCONSIN, 1.25 MILE EAST ALONG INTERSTATE
 DH8496'HIGHWAY 90 FROM JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY
 DH8496'157 IN ONALASKA, IN BRIDGE RAILING IN NORTHWEST CORNER OF WESTBOUND
 DH8496'INTERSTATE HIGHWAY 90 BRIDGE OVER TRUNK HIGHWAY 16, 36.4 FEET NORTH OF
 DH8496'WESTBOUND INTERSTATE 90, 108.3 FEET EAST OF THE WEST END OF THE NORTH
 DH8496'GUARDRAIL, 5.4 FEET SOUTH-SOUTHEAST OF MILEPOST 6.0.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO7244 ***********************************************************************
 DO7244  DESIGNATION -  3D46 A
 DO7244  PID         -  DO7244
 DO7244  STATE/COUNTY-  WI/LA CROSSE
 DO7244  COUNTRY     -  US
 DO7244  USGS QUAD   -  ONALASKA (2018)
 DO7244
 DO7244                         *CURRENT SURVEY CONTROL
 DO7244  ______________________________________________________________________
 DO7244* NAD 83(1986) POSITION- 43 52 44.63   (N) 091 10 41.06   (W)   HD_HELD1
 DO7244* NAVD 88 ORTHO HEIGHT -   219.544 (meters)      720.29  (feet) ADJUSTED
 DO7244  ______________________________________________________________________
 DO7244  GEOID HEIGHT    -        -31.999 (meters)                     GEOID18
 DO7244  DYNAMIC HEIGHT  -        219.503 (meters)      720.15  (feet) COMP
 DO7244  MODELED GRAVITY -    980,426.7   (mgal)                       NAVD 88
 DO7244
 DO7244  VERT ORDER      -  SECOND    CLASS I
 DO7244
 DO7244.The horizontal coordinates were determined by differentially corrected
 DO7244.hand held GPS observations or other comparable positioning techniques
 DO7244.and have an estimated accuracy of +/- 3 meters.
 DO7244
 DO7244.The orthometric height was determined by differential leveling and
 DO7244.adjusted by the NATIONAL GEODETIC SURVEY
 DO7244.in March 2014.
 DO7244
 DO7244.No vertical observational check was made to the station.
 DO7244
 DO7244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7244.GEOID18 height accuracy estimate available here.
 DO7244
 DO7244.Click photographs - Photos may exist for this station.
 DO7244
 DO7244.The dynamic height is computed by dividing the NAVD 88
 DO7244.geopotential number by the normal gravity value computed on the
 DO7244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7244.degrees latitude (g = 980.6199 gals.).
 DO7244
 DO7244.The modeled gravity was interpolated from observed gravity values.
 DO7244
 DO7244;                    North         East    Units  Estimated Accuracy
 DO7244;SPC WI S     -   209,418.8     505,325.8     MT  (+/- 3 meters HH1 GPS) 
 DO7244
 DO7244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4636860054(NAD 83)
 DO7244
 DO7244                          SUPERSEDED SURVEY CONTROL
 DO7244
 DO7244.No superseded survey control is available for this station.
 DO7244
 DO7244_MARKER: DD = SURVEY DISK
 DO7244_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO7244+WITH SETTING: PAVEMENT
 DO7244_SP_SET: SIGN BASE
 DO7244_STAMPING: 3D46 A 2012
 DO7244_MARK LOGO: MNDT
 DO7244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO7244+STABILITY: SURFACE MOTION
 DO7244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7244+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO7244
 DO7244  HISTORY     - Date     Condition        Report By
 DO7244  HISTORY     - 20121115 MONUMENTED       MNDT
 DO7244
 DO7244                          STATION DESCRIPTION
 DO7244
 DO7244'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO7244'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHEAST OF LA
 DO7244'CROSSE, 5.0 MI (8.0 KM) WEST-SOUTHWEST OF WEST SALEM AND 2.9 MI (4.7
 DO7244'KM) EAST OF ONALASKA, WISCONSIN.
 DO7244'
 DO7244'THE MARK IS FOUND IN AN OVERHEAD TURN SIGN BASE IN NORTHEAST CORNER OF
 DO7244'KINNEY COULEE ROAD NORTH, 0.3 MI (0.5 KM) NORTHEAST ALONG TRUNK
 DO7244'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND INTERSTATE
 DO7244'HIGHWAY 90 IN ONALASKA.
 DO7244'
 DO7244'THE MARK IS SET 142.5 FT (43.4 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY
 DO7244'16, 31.1 FT (9.5 M) NORTHWEST OF AN ENTRANCE AND 26.6 FT (8.1 M)
 DO7244'NORTHEAST OF KINNEY COULEE ROAD NORTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8495 ***********************************************************************
 DH8495  DESIGNATION -  3D47
 DH8495  PID         -  DH8495
 DH8495  STATE/COUNTY-  WI/LA CROSSE
 DH8495  COUNTRY     -  US
 DH8495  USGS QUAD   -  LA CROSSE (2018)
 DH8495
 DH8495                         *CURRENT SURVEY CONTROL
 DH8495  ______________________________________________________________________
 DH8495* NAD 83(1986) POSITION- 43 52 15.23   (N) 091 08 34.12   (W)   HD_HELD1
 DH8495* NAVD 88 ORTHO HEIGHT -   208.195 (meters)      683.05  (feet) ADJUSTED
 DH8495  ______________________________________________________________________
 DH8495  GEOID HEIGHT    -        -32.112 (meters)                     GEOID18
 DH8495  DYNAMIC HEIGHT  -        208.155 (meters)      682.92  (feet) COMP
 DH8495  MODELED GRAVITY -    980,421.4   (mgal)                       NAVD 88
 DH8495
 DH8495  VERT ORDER      -  SECOND    CLASS I
 DH8495
 DH8495.The horizontal coordinates were determined by differentially corrected
 DH8495.hand held GPS observations or other comparable positioning techniques
 DH8495.and have an estimated accuracy of +/- 3 meters.
 DH8495
 DH8495.The orthometric height was determined by differential leveling and
 DH8495.adjusted by the WI DEPT OF TRANSP
 DH8495.in May 2012.
 DH8495
 DH8495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8495.GEOID18 height accuracy estimate available here.
 DH8495
 DH8495.Click photographs - Photos may exist for this station.
 DH8495
 DH8495.The dynamic height is computed by dividing the NAVD 88
 DH8495.geopotential number by the normal gravity value computed on the
 DH8495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8495.degrees latitude (g = 980.6199 gals.).
 DH8495
 DH8495.The modeled gravity was interpolated from observed gravity values.
 DH8495
 DH8495;                    North         East    Units  Estimated Accuracy
 DH8495;SPC WI S     -   208,472.1     508,146.9     MT  (+/- 3 meters HH1 GPS) 
 DH8495
 DH8495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4922259210(NAD 83)
 DH8495
 DH8495                          SUPERSEDED SURVEY CONTROL
 DH8495
 DH8495  NAVD 88 (04/20/07)  208.190  (m)          683.04   (f) SUPERSEDED  2 1
 DH8495
 DH8495.Superseded values are not recommended for survey control.
 DH8495
 DH8495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8495.See file dsdata.pdf to determine how the superseded data were derived.
 DH8495
 DH8495_MARKER: DD = SURVEY DISK
 DH8495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8495_SP_SET: BRIDGE RAILING
 DH8495_STAMPING: 3D47 2004
 DH8495_MARK LOGO: WIDT
 DH8495_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8495+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2012
 DH8495
 DH8495  HISTORY     - Date     Condition        Report By
 DH8495  HISTORY     - 20040401 MONUMENTED       WIDT
 DH8495  HISTORY     - 20100817 GOOD             WIDT
 DH8495  HISTORY     - 20121023 GOOD             MNDT
 DH8495
 DH8495                          STATION DESCRIPTION
 DH8495
 DH8495'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8495'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8495'STATION FROM THE JUNCTION OF INTERSTATE 90 WITH COUNTY HIGHWAY C ABOUT
 DH8495'0.5 MI (0.8 KM) SOUTH OF THE VILLAGE OF WEST SALEM, GO WESTERLY ON
 DH8495'INTERSTATE 90 FOR 3.9 MI (6.28 KM) TO THE STATION ON THE RIGHT.  THE
 DH8495'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8495'SURVEY CONTROL STATION DISK SET IN THE WEST END OF THE NORTH PARAPET
 DH8495'OF A BRIDGE ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DH8495'STATION IS 7.3 M (24.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 DH8495'LANES OF INTERSTATE 90 AND 44.8 M (147.0 FT) EAST OF THE NORTH
 DH8495'GUARDRAIL.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8495'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN
 DH8495'THE NORTHWEST EXTENDING HIGHER THAN 50 DEGREES AND TREES IN THE NORTH
 DH8495'EXTENDING HIGHER THAN 30 DEGREES ABOVE THE HORIZON.
 DH8495
 DH8495                          STATION RECOVERY (2010)
 DH8495
 DH8495'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8495'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 3.0 M EAST OF A
 DH8495'WHITE PLASTIC WITNESS POST
 DH8495
 DH8495                          STATION RECOVERY (2012)
 DH8495
 DH8495'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 DH8495'3.25 MILES EAST OF ONALASKA, WISCONSIN, IN BRIDGE RAILING IN NORTHWEST
 DH8495'CORNER OF WESTBOUND INTERSTATE HIGHWAY 90 BRIDGE OVER LA CROSSE RIVER,
 DH8495'3.15 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM JUNCTION OF
 DH8495'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 157 IN ONALASKA, AT INTERSTATE
 DH8495'HIGHWAY 90 MILEPOINT 8.15, 147.0 FEET EAST OF NORTH GUARDRAIL, 24.0
 DH8495'FEET NORTH OF WESTBOUND INTERSTATE HIGHWAY 90, 3.3 FEET ABOVE HIGHWAY
 DH8495'PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8494 ***********************************************************************
 DH8494  DESIGNATION -  3D48
 DH8494  PID         -  DH8494
 DH8494  STATE/COUNTY-  WI/LA CROSSE
 DH8494  COUNTRY     -  US
 DH8494  USGS QUAD   -  BANGOR (2018)
 DH8494
 DH8494                         *CURRENT SURVEY CONTROL
 DH8494  ______________________________________________________________________
 DH8494* NAD 83(1986) POSITION- 43 54 48.2    (N) 090 55 12.1    (W)   HD_HELD2
 DH8494* NAVD 88 ORTHO HEIGHT -   225.515 (meters)      739.88  (feet) ADJUSTED
 DH8494  ______________________________________________________________________
 DH8494  GEOID HEIGHT    -        -32.767 (meters)                     GEOID18
 DH8494  DYNAMIC HEIGHT  -        225.473 (meters)      739.74  (feet) COMP
 DH8494  MODELED GRAVITY -    980,426.2   (mgal)                       NAVD 88
 DH8494
 DH8494  VERT ORDER      -  SECOND    CLASS I
 DH8494
 DH8494.The horizontal coordinates were established by autonomous hand held GPS
 DH8494.observations and have an estimated accuracy of +/- 10 meters.
 DH8494
 DH8494.The orthometric height was determined by differential leveling and
 DH8494.adjusted by the WI DEPT OF TRANSP
 DH8494.in May 2012.
 DH8494
 DH8494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8494.GEOID18 height accuracy estimate available here.
 DH8494
 DH8494.Click photographs - Photos may exist for this station.
 DH8494
 DH8494.The dynamic height is computed by dividing the NAVD 88
 DH8494.geopotential number by the normal gravity value computed on the
 DH8494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8494.degrees latitude (g = 980.6199 gals.).
 DH8494
 DH8494.The modeled gravity was interpolated from observed gravity values.
 DH8494
 DH8494;                    North         East    Units  Estimated Accuracy
 DH8494;SPC WI S     -   212,971.      526,104.      MT  (+/- 10 meters HH2 GPS)
 DH8494
 DH8494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6700364356(NAD 83)
 DH8494
 DH8494                          SUPERSEDED SURVEY CONTROL
 DH8494
 DH8494  NAVD 88 (04/20/07)  225.505  (m)          739.84   (f) SUPERSEDED  2 1
 DH8494
 DH8494.Superseded values are not recommended for survey control.
 DH8494
 DH8494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8494.See file dsdata.pdf to determine how the superseded data were derived.
 DH8494
 DH8494_MARKER: DD = SURVEY DISK
 DH8494_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8494_SP_SET: BRIDGE WING WALL
 DH8494_STAMPING: 3D48 2004
 DH8494_MARK LOGO: WIDT
 DH8494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8494+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2018
 DH8494
 DH8494  HISTORY     - Date     Condition        Report By
 DH8494  HISTORY     - 2004     MONUMENTED       WIDT
 DH8494  HISTORY     - 20060808 GOOD             WIDT
 DH8494  HISTORY     - 20100817 GOOD             WIDT
 DH8494  HISTORY     - 20180501 GOOD             WIDT
 DH8494
 DH8494                          STATION DESCRIPTION
 DH8494
 DH8494'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8494'OWNERSHIP--LA CROSSE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8494'OF STATE HIGHWAY 16 WITH STATE HIGHWAY 162 SOUTH ABOUT 9 MI (14.48 KM)
 DH8494'WEST OF THE CITY OF SPARTA, GO EAST ON STATE HIGHWAY 16 FOR 3.75 MI
 DH8494'(6.04 KM) TO COUNTY HIGHWAY J ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 DH8494'COUNTY HIGHWAY J FOR 0.8 MI (1.29 KM) TO THE STATION ON THE LEFT.  THE
 DH8494'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8494'SURVEY CONTROL STATION DISK SET IN THE NORTHEAST WINGWALL OF A BRIDGE
 DH8494'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.1 M (16.7 FT)
 DH8494'EAST OF THE CENTERLINE OF COUNTY HIGHWAY J AND 29.3 M (96.1 FT) SOUTH
 DH8494'OF THE NORTH END OF THE EAST GUARDRAIL.  ---NOTE---THIS STATION IS NOT
 DH8494'SUITABLE FOR GPS OBSERVATIONS DUE TO BEING HEAVILY OBSTRUCTED BY
 DH8494'TREES.
 DH8494
 DH8494                          STATION RECOVERY (2006)
 DH8494
 DH8494'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH8494'RECOVERED AS DESCRIBED.
 DH8494
 DH8494                          STATION RECOVERY (2010)
 DH8494
 DH8494'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8494'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.6 M WEST OF A
 DH8494'WHITE PLASTIC WITNESS POST.
 DH8494
 DH8494                          STATION RECOVERY (2018)
 DH8494
 DH8494'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DH8494'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8493 ***********************************************************************
 DH8493  DESIGNATION -  3D49
 DH8493  PID         -  DH8493
 DH8493  STATE/COUNTY-  WI/MONROE
 DH8493  COUNTRY     -  US
 DH8493  USGS QUAD   -  BANGOR (2018)
 DH8493
 DH8493                         *CURRENT SURVEY CONTROL
 DH8493  ______________________________________________________________________
 DH8493* NAD 83(1986) POSITION- 43 55 19.58   (N) 090 53 25.08   (W)   HD_HELD1
 DH8493* NAVD 88 ORTHO HEIGHT -   226.570 (meters)      743.34  (feet) ADJUSTED
 DH8493  ______________________________________________________________________
 DH8493  GEOID HEIGHT    -        -32.860 (meters)                     GEOID18
 DH8493  DYNAMIC HEIGHT  -        226.528 (meters)      743.20  (feet) COMP
 DH8493  MODELED GRAVITY -    980,428.3   (mgal)                       NAVD 88
 DH8493
 DH8493  VERT ORDER      -  SECOND    CLASS I
 DH8493
 DH8493.The horizontal coordinates were determined by differentially corrected
 DH8493.hand held GPS observations or other comparable positioning techniques
 DH8493.and have an estimated accuracy of +/- 3 meters.
 DH8493
 DH8493.The orthometric height was determined by differential leveling and
 DH8493.adjusted by the WI DEPT OF TRANSP
 DH8493.in May 2012.
 DH8493
 DH8493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8493.GEOID18 height accuracy estimate available here.
 DH8493
 DH8493.Click photographs - Photos may exist for this station.
 DH8493
 DH8493.The dynamic height is computed by dividing the NAVD 88
 DH8493.geopotential number by the normal gravity value computed on the
 DH8493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8493.degrees latitude (g = 980.6199 gals.).
 DH8493
 DH8493.The modeled gravity was interpolated from observed gravity values.
 DH8493
 DH8493;                    North         East    Units  Estimated Accuracy
 DH8493;SPC WI S     -   213,914.0     528,502.3     MT  (+/- 3 meters HH1 GPS) 
 DH8493
 DH8493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6936565384(NAD 83)
 DH8493
 DH8493                          SUPERSEDED SURVEY CONTROL
 DH8493
 DH8493  NAVD 88 (04/20/07)  226.559  (m)          743.30   (f) SUPERSEDED  2 1
 DH8493
 DH8493.Superseded values are not recommended for survey control.
 DH8493
 DH8493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8493.See file dsdata.pdf to determine how the superseded data were derived.
 DH8493
 DH8493_MARKER: DD = SURVEY DISK
 DH8493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8493_SP_SET: BRIDGE WINGWALL
 DH8493_STAMPING: 3D49 2004
 DH8493_MARK LOGO: WIDT
 DH8493_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8493+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2010
 DH8493
 DH8493  HISTORY     - Date     Condition        Report By
 DH8493  HISTORY     - 2004     MONUMENTED       WIDT
 DH8493  HISTORY     - 20100908 GOOD             WIDT
 DH8493
 DH8493                          STATION DESCRIPTION
 DH8493
 DH8493'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8493'OWNERSHIP--TOWNSHIP OF SPARTA.  TO REACH THE STATION FROM THE JUNCTION
 DH8493'OF STATE HIGHWAY 16 AND STATE HIGHWAY 71 EAST (WISCONSIN STREET) WITH
 DH8493'STATE HIGHWAY 27 AND STATE HIGHWAY 71 WEST (BLACK RIVER STREET) IN THE
 DH8493'CITY OF SPARTA, GO WEST ON STATE HIGHWAY 16 (WISCONSIN STREET) FOR
 DH8493'3.55 MI (5.71 KM) TO COUNTY HIGHWAY BC ON THE RIGHT AND ICARUS ROAD ON
 DH8493'THE LEFT, TURN LEFT AND GO SOUTH ON ICARUS ROAD FOR 0.6 MI (0.97 KM)
 DH8493'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8493'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8493'IN THE NORTHEAST WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE ROAD
 DH8493'PAVEMENT.  THE STATION IS 4.6 M (15.1 FT) EAST OF THE CENTERLINE OF
 DH8493'ICARUS ROAD AND 31 M (101.7 FT) SOUTH OF PRIVATE ENTRANCE --17476--.
 DH8493'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DH8493'BEING HEAVILY OBSTRUCTED BY TREES.
 DH8493
 DH8493                          STATION RECOVERY (2010)
 DH8493
 DH8493'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8493'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.5 M SOUTHWEST OF
 DH8493'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8448 ***********************************************************************
 DH8448  DESIGNATION -  3E02
 DH8448  PID         -  DH8448
 DH8448  STATE/COUNTY-  WI/MONROE
 DH8448  COUNTRY     -  US
 DH8448  USGS QUAD   -  DELL (2018)
 DH8448
 DH8448                         *CURRENT SURVEY CONTROL
 DH8448  ______________________________________________________________________
 DH8448* NAD 83(1986) POSITION- 43 44 01.5    (N) 090 42 31.4    (W)   HD_HELD2
 DH8448* NAVD 88 ORTHO HEIGHT -   312.616 (meters)     1025.64  (feet) ADJUSTED
 DH8448  ______________________________________________________________________
 DH8448  GEOID HEIGHT    -        -33.413 (meters)                     GEOID18
 DH8448  DYNAMIC HEIGHT  -        312.537 (meters)     1025.38  (feet) COMP
 DH8448  MODELED GRAVITY -    980,359.5   (mgal)                       NAVD 88
 DH8448
 DH8448  VERT ORDER      -  SECOND    CLASS I
 DH8448
 DH8448.The horizontal coordinates were established by autonomous hand held GPS
 DH8448.observations and have an estimated accuracy of +/- 10 meters.
 DH8448
 DH8448.The orthometric height was determined by differential leveling and
 DH8448.adjusted by the WI DEPT OF TRANSP
 DH8448.in May 2012.
 DH8448
 DH8448.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8448.GEOID18 height accuracy estimate available here.
 DH8448
 DH8448.Click photographs - Photos may exist for this station.
 DH8448
 DH8448.The dynamic height is computed by dividing the NAVD 88
 DH8448.geopotential number by the normal gravity value computed on the
 DH8448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8448.degrees latitude (g = 980.6199 gals.).
 DH8448
 DH8448.The modeled gravity was interpolated from observed gravity values.
 DH8448
 DH8448;                    North         East    Units  Estimated Accuracy
 DH8448;SPC WI S     -   192,848.      542,906.      MT  (+/- 10 meters HH2 GPS)
 DH8448
 DH8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8452244853(NAD 83)
 DH8448
 DH8448                          SUPERSEDED SURVEY CONTROL
 DH8448
 DH8448  NAVD 88 (04/20/07)  312.611  (m)         1025.62   (f) SUPERSEDED  2 1
 DH8448
 DH8448.Superseded values are not recommended for survey control.
 DH8448
 DH8448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8448.See file dsdata.pdf to determine how the superseded data were derived.
 DH8448
 DH8448_MARKER: DD = SURVEY DISK
 DH8448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8448_SP_SET: BRIDGE WINGWALL
 DH8448_STAMPING: 3E02 2004
 DH8448_MARK LOGO: WIDT
 DH8448_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8448+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH8448
 DH8448  HISTORY     - Date     Condition        Report By
 DH8448  HISTORY     - 2004     MONUMENTED       WIDT
 DH8448  HISTORY     - 20100907 GOOD             WIDT
 DH8448
 DH8448                          STATION DESCRIPTION
 DH8448
 DH8448'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8448'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8448'STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WITH COUNTY HIGHWAY D
 DH8448'AND OLIVE ROAD ABOUT 1 MI (1.61 KM) EAST OF THE VILLAGE OF CASHTON, GO
 DH8448'EASTERLY ON STATE HIGHWAY 33 FOR 1.55 MI (2.49 KM) TO OKLAHOMA AVENUE
 DH8448'ON THE RIGHT, CONTINUE EASTERLY ON STATE HIGHWAY 33 FOR 1.6 MI (2.57
 DH8448'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8448'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8448'IN THE NORTHEAST WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE HIGHWAY
 DH8448'PAVEMENT.  THE STATION IS 5.4 NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DH8448'33 AND 5 M (16.4 FT) EAST OF THE CENTERLINE OF PRIVATE ENTRANCE
 DH8448'--14045--.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8448'OBSERVATIONS DUE TO TREES TO THE NORTHWEST, NORTH AND NORTHEAST
 DH8448'EXTENDING TO 40, 30 AND 20 DEGREES RESPECTIVELY.
 DH8448
 DH8448                          STATION RECOVERY (2010)
 DH8448
 DH8448'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8448'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.11 MILE WEST OF
 DH8448'OLYMPIC AVENUE, 5 M EAST OF THE EXTENDED CENTERLINE OF A FIELD
 DH8448'ENTRANCE, AND 0.7 M SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8449 ***********************************************************************
 DH8449  DESIGNATION -  3E03
 DH8449  PID         -  DH8449
 DH8449  STATE/COUNTY-  WI/MONROE
 DH8449  COUNTRY     -  US
 DH8449  USGS QUAD   -  DELL (2018)
 DH8449
 DH8449                         *CURRENT SURVEY CONTROL
 DH8449  ______________________________________________________________________
 DH8449* NAD 83(1986) POSITION- 43 43 39.35   (N) 090 38 31.67   (W)   HD_HELD1
 DH8449* NAVD 88 ORTHO HEIGHT -   279.030 (meters)      915.45  (feet) ADJUSTED
 DH8449  ______________________________________________________________________
 DH8449  GEOID HEIGHT    -        -33.574 (meters)                     GEOID18
 DH8449  DYNAMIC HEIGHT  -        278.963 (meters)      915.23  (feet) COMP
 DH8449  MODELED GRAVITY -    980,373.4   (mgal)                       NAVD 88
 DH8449
 DH8449  VERT ORDER      -  SECOND    CLASS I
 DH8449
 DH8449.The horizontal coordinates were determined by differentially corrected
 DH8449.hand held GPS observations or other comparable positioning techniques
 DH8449.and have an estimated accuracy of +/- 3 meters.
 DH8449
 DH8449.The orthometric height was determined by differential leveling and
 DH8449.adjusted by the WI DEPT OF TRANSP
 DH8449.in May 2012.
 DH8449
 DH8449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8449.GEOID18 height accuracy estimate available here.
 DH8449
 DH8449.Click photographs - Photos may exist for this station.
 DH8449
 DH8449.The dynamic height is computed by dividing the NAVD 88
 DH8449.geopotential number by the normal gravity value computed on the
 DH8449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8449.degrees latitude (g = 980.6199 gals.).
 DH8449
 DH8449.The modeled gravity was interpolated from observed gravity values.
 DH8449
 DH8449;                    North         East    Units  Estimated Accuracy
 DH8449;SPC WI S     -   192,120.7     548,265.3     MT  (+/- 3 meters HH1 GPS) 
 DH8449
 DH8449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8990544320(NAD 83)
 DH8449
 DH8449                          SUPERSEDED SURVEY CONTROL
 DH8449
 DH8449  NAVD 88 (04/20/07)  279.025  (m)          915.43   (f) SUPERSEDED  2 1
 DH8449
 DH8449.Superseded values are not recommended for survey control.
 DH8449
 DH8449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8449.See file dsdata.pdf to determine how the superseded data were derived.
 DH8449
 DH8449_MARKER: DD = SURVEY DISK
 DH8449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8449_SP_SET: BRIDGE ABUTMENT
 DH8449_STAMPING: 3E03 2004
 DH8449_MARK LOGO: WIDT
 DH8449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8449+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH8449
 DH8449  HISTORY     - Date     Condition        Report By
 DH8449  HISTORY     - 2004     MONUMENTED       WIDT
 DH8449  HISTORY     - 20100907 GOOD             WIDT
 DH8449
 DH8449                          STATION DESCRIPTION
 DH8449
 DH8449'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8449'OWNERSHIP--TOWNSHIP OF SHELDON.  TO REACH THE STATION FROM THE
 DH8449'JUNCTION OF STATE HIGHWAY 33 (SOUTH STREET) WITH STATE HIGHWAY 131
 DH8449'SOUTH (GARDEN STREET) IN THE VILLAGE OF ONTARIO, GO WEST ON STATE
 DH8449'HIGHWAY 33 (SOUTH STREET) FOR 2.6 MI (4.18 KM) TO OPAQUE ROAD AND 17TH
 DH8449'DRIVE ON THE LEFT, TURN LEFT AND GO SOUTH ON OPAQUE ROAD AND 17TH
 DH8449'DRIVE FOR 0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT.  THE STATION
 DH8449'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8449'CONTROL STATION DISK SET IN THE ABUTMENT OF A SMALL BRIDGE ABOUT LEVEL
 DH8449'WITH THE ROAD PAVEMENT.  THE STATION IS 3.5 M (11.5 FT) WEST OF THE
 DH8449'CENTERLINE OF OPAQUE ROAD AND 38 M (124.7 FT) NORTH OF THE EXTENDED
 DH8449'CENTERLINE OF ONION AVENUE. ---NOTE---THIS STATION HAS NO VISIBLE
 DH8449'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8449
 DH8449                          STATION RECOVERY (2010)
 DH8449
 DH8449'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8449'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.6 M SOUTH OF A
 DH8449'WHITE PLASTIC WITNESS POST.  NOTE---THE STATION IS SET IN THE TOP OF
 DH8449'THE WEST END OF THE NORTH BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8450 ***********************************************************************
 DH8450  DESIGNATION -  3E04
 DH8450  PID         -  DH8450
 DH8450  STATE/COUNTY-  WI/MONROE
 DH8450  COUNTRY     -  US
 DH8450  USGS QUAD   -  ONTARIO (2018)
 DH8450
 DH8450                         *CURRENT SURVEY CONTROL
 DH8450  ______________________________________________________________________
 DH8450* NAD 83(1986) POSITION- 43 43 39.06   (N) 090 37 02.82   (W)   HD_HELD1
 DH8450* NAVD 88 ORTHO HEIGHT -   274.023 (meters)      899.02  (feet) ADJUSTED
 DH8450  ______________________________________________________________________
 DH8450  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 DH8450  DYNAMIC HEIGHT  -        273.959 (meters)      898.81  (feet) COMP
 DH8450  MODELED GRAVITY -    980,378.0   (mgal)                       NAVD 88
 DH8450
 DH8450  VERT ORDER      -  SECOND    CLASS I
 DH8450
 DH8450.The horizontal coordinates were determined by differentially corrected
 DH8450.hand held GPS observations or other comparable positioning techniques
 DH8450.and have an estimated accuracy of +/- 3 meters.
 DH8450
 DH8450.The orthometric height was determined by differential leveling and
 DH8450.adjusted by the WI DEPT OF TRANSP
 DH8450.in May 2012.
 DH8450
 DH8450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8450.GEOID18 height accuracy estimate available here.
 DH8450
 DH8450.Click photographs - Photos may exist for this station.
 DH8450
 DH8450.The dynamic height is computed by dividing the NAVD 88
 DH8450.geopotential number by the normal gravity value computed on the
 DH8450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8450.degrees latitude (g = 980.6199 gals.).
 DH8450
 DH8450.The modeled gravity was interpolated from observed gravity values.
 DH8450
 DH8450;                    North         East    Units  Estimated Accuracy
 DH8450;SPC WI S     -   192,096.8     550,253.6     MT  (+/- 3 meters HH1 GPS) 
 DH8450
 DH8450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9189344368(NAD 83)
 DH8450
 DH8450                          SUPERSEDED SURVEY CONTROL
 DH8450
 DH8450  NAVD 88 (04/20/07)  274.018  (m)          899.01   (f) SUPERSEDED  2 1
 DH8450
 DH8450.Superseded values are not recommended for survey control.
 DH8450
 DH8450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8450.See file dsdata.pdf to determine how the superseded data were derived.
 DH8450
 DH8450_MARKER: DD = SURVEY DISK
 DH8450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8450_SP_SET: BRIDGE WINGWALL
 DH8450_STAMPING: 3E04 2004
 DH8450_MARK LOGO: WIDT
 DH8450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8450+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH8450
 DH8450  HISTORY     - Date     Condition        Report By
 DH8450  HISTORY     - 2004     MONUMENTED       WIDT
 DH8450  HISTORY     - 20100907 GOOD             WIDT
 DH8450
 DH8450                          STATION DESCRIPTION
 DH8450
 DH8450'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8450'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8450'STATION FROM THE JUNCTION OF STATE HIGHWAY 33 (SOUTH STREET) WITH
 DH8450'STATE HIGHWAY 131 (GARDEN STREET) IN THE VILLAGE OF ONTARIO, GO WEST
 DH8450'ON STATE HIGHWAY 33 (SOUTH STREET) FOR 1.2 MI (1.93 KM) TO OPPORTUNITY
 DH8450'ROAD ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 33 FOR 0.15 MI (0.24
 DH8450'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8450'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8450'IN THE NORTHEAST WINGWALL OF BRIDGE --B-41-234-04-- ABOUT LEVEL WITH
 DH8450'THE HIGHWAY PAVEMENT.  THE STATION IS 6.5 M (21.3 FT) NORTH OF THE
 DH8450'CENTERLINE OF STATE HIGHWAY 133 AND 25.5 M (83.7 FT) WEST OF EAST END
 DH8450'OF THE NORTH GUARDRAIL.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH8450'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8450
 DH8450                          STATION RECOVERY (2010)
 DH8450
 DH8450'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8450'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.05 MILE EAST OF
 DH8450'OPTIC ROAD AND 1.0 M WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8451 ***********************************************************************
 DH8451  DESIGNATION -  3E05
 DH8451  PID         -  DH8451
 DH8451  STATE/COUNTY-  WI/VERNON
 DH8451  COUNTRY     -  US
 DH8451  USGS QUAD   -  ONTARIO (2018)
 DH8451
 DH8451                         *CURRENT SURVEY CONTROL
 DH8451  ______________________________________________________________________
 DH8451* NAD 83(1986) POSITION- 43 43 18.21   (N) 090 35 18.06   (W)   HD_HELD1
 DH8451* NAVD 88 ORTHO HEIGHT -   267.330 (meters)      877.07  (feet) ADJUSTED
 DH8451  ______________________________________________________________________
 DH8451  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 DH8451  DYNAMIC HEIGHT  -        267.268 (meters)      876.86  (feet) COMP
 DH8451  MODELED GRAVITY -    980,382.8   (mgal)                       NAVD 88
 DH8451
 DH8451  VERT ORDER      -  SECOND    CLASS I
 DH8451
 DH8451.The horizontal coordinates were determined by differentially corrected
 DH8451.hand held GPS observations or other comparable positioning techniques
 DH8451.and have an estimated accuracy of +/- 3 meters.
 DH8451
 DH8451.The orthometric height was determined by differential leveling and
 DH8451.adjusted by the WI DEPT OF TRANSP
 DH8451.in May 2012.
 DH8451
 DH8451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8451.GEOID18 height accuracy estimate available here.
 DH8451
 DH8451.Click photographs - Photos may exist for this station.
 DH8451
 DH8451.The dynamic height is computed by dividing the NAVD 88
 DH8451.geopotential number by the normal gravity value computed on the
 DH8451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8451.degrees latitude (g = 980.6199 gals.).
 DH8451
 DH8451.The modeled gravity was interpolated from observed gravity values.
 DH8451
 DH8451;                    North         East    Units  Estimated Accuracy
 DH8451;SPC WI S     -   191,436.4     552,593.5     MT  (+/- 3 meters HH1 GPS) 
 DH8451
 DH8451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9425543792(NAD 83)
 DH8451
 DH8451                          SUPERSEDED SURVEY CONTROL
 DH8451
 DH8451  NAVD 88 (04/20/07)  267.324  (m)          877.05   (f) SUPERSEDED  2 1
 DH8451
 DH8451.Superseded values are not recommended for survey control.
 DH8451
 DH8451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8451.See file dsdata.pdf to determine how the superseded data were derived.
 DH8451
 DH8451_MARKER: DD = SURVEY DISK
 DH8451_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8451_SP_SET: BRIDGE PARAPET
 DH8451_STAMPING: 3E05 2004
 DH8451_MARK LOGO: WIDT
 DH8451_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8451+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2010
 DH8451
 DH8451  HISTORY     - Date     Condition        Report By
 DH8451  HISTORY     - 2004     MONUMENTED       WIDT
 DH8451  HISTORY     - 20100628 GOOD             WIDT
 DH8451
 DH8451                          STATION DESCRIPTION
 DH8451
 DH8451'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8451'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8451'STATION FROM THE JUNCTION OF STATE HIGHWAY 33 (SOUTH STREET) WITH
 DH8451'STATE HIGHWAY 131 NORTH IN THE VILLAGE OF ONTARIO, GO EAST ON STATE
 DH8451'HIGHWAY 33 (SOUTH STREET) FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 DH8451'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8451'GEODETIC SURVEY CONTROL STATION DISK SET IN THE WEST END OF THE NORTH
 DH8451'PARAPET OF BRIDGE --B-62-203-- ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 DH8451'PAVEMENT.  THE STATION IS 6.4 M (21.0 FT) NORTH OF THE CENTERLINE OF
 DH8451'STATE HIGHWAY 33 AND 25.5 M (83.7 FT) EAST OF THE WEST END OF THE
 DH8451'NORTH GUARDRAIL.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8451'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8451
 DH8451                          STATION RECOVERY (2010)
 DH8451
 DH8451'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8451'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M EAST OF A
 DH8451'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8453 ***********************************************************************
 DH8453  DESIGNATION -  3E07
 DH8453  PID         -  DH8453
 DH8453  STATE/COUNTY-  WI/MONROE
 DH8453  COUNTRY     -  US
 DH8453  USGS QUAD   -  WILTON (2018)
 DH8453
 DH8453                         *CURRENT SURVEY CONTROL
 DH8453  ______________________________________________________________________
 DH8453* NAD 83(1986) POSITION- 43 45 54.4    (N) 090 34 01.7    (W)   HD_HELD2
 DH8453* NAVD 88 ORTHO HEIGHT -   279.688 (meters)      917.61  (feet) ADJUSTED
 DH8453  ______________________________________________________________________
 DH8453  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 DH8453  DYNAMIC HEIGHT  -        279.623 (meters)      917.40  (feet) COMP
 DH8453  MODELED GRAVITY -    980,381.9   (mgal)                       NAVD 88
 DH8453
 DH8453  VERT ORDER      -  SECOND    CLASS I
 DH8453
 DH8453.The horizontal coordinates were established by autonomous hand held GPS
 DH8453.observations and have an estimated accuracy of +/- 10 meters.
 DH8453
 DH8453.The orthometric height was determined by differential leveling and
 DH8453.adjusted by the WI DEPT OF TRANSP
 DH8453.in May 2012.
 DH8453
 DH8453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8453.GEOID18 height accuracy estimate available here.
 DH8453
 DH8453.Click photographs - Photos may exist for this station.
 DH8453
 DH8453.The dynamic height is computed by dividing the NAVD 88
 DH8453.geopotential number by the normal gravity value computed on the
 DH8453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8453.degrees latitude (g = 980.6199 gals.).
 DH8453
 DH8453.The modeled gravity was interpolated from observed gravity values.
 DH8453
 DH8453;                    North         East    Units  Estimated Accuracy
 DH8453;SPC WI S     -   196,245.      554,335.      MT  (+/- 10 meters HH2 GPS)
 DH8453
 DH8453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9582248661(NAD 83)
 DH8453
 DH8453                          SUPERSEDED SURVEY CONTROL
 DH8453
 DH8453  NAVD 88 (04/20/07)  279.681  (m)          917.59   (f) SUPERSEDED  2 1
 DH8453
 DH8453.Superseded values are not recommended for survey control.
 DH8453
 DH8453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8453.See file dsdata.pdf to determine how the superseded data were derived.
 DH8453
 DH8453_MARKER: DD = SURVEY DISK
 DH8453_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8453_SP_SET: BRIDGE PARAPET
 DH8453_STAMPING: 3E07 2004
 DH8453_MARK LOGO: WIDT
 DH8453_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8453+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH8453
 DH8453  HISTORY     - Date     Condition        Report By
 DH8453  HISTORY     - 2004     MONUMENTED       WIDT
 DH8453  HISTORY     - 20100907 GOOD             WIDT
 DH8453
 DH8453                          STATION DESCRIPTION
 DH8453
 DH8453'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8453'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8453'STATION FROM THE JUNCTION OF STATE HIGHWAY 131 WITH COUNTY HIGHWAY T
 DH8453'ABOUT 2 MI (3.22 KM) NORTH OF THE VILLAGE OF ONTARIO, GO NORTHEAST ON
 DH8453'STATE HIGHWAY 131 FOR 0.95 MI (1.53 KM) TO NIGHTINGALE AVENUE ON THE
 DH8453'RIGHT, CONTINUE NORTHEAST ON STATE HIGHWAY 131 FOR 0.05 MI (0.08 KM)
 DH8453'TO THE STATION ON THE LEFT.   THE STATION IS A BRONZE WISCONSIN
 DH8453'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8453'IN THE EAST END OF THE NORTH PARAPET OF BRIDGE --B-41-144-77-- ABOUT 1
 DH8453'M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 6.9 M (22.6 FT)
 DH8453'NORTH OF THE CENTERLINE OF STATE HIGHWAY 131 AND 22.4 M (73.5 FT) WEST
 DH8453'OF THE EAST END OF THE NORTH GUARDRAIL.  ---NOTE---THIS STATION HAS NO
 DH8453'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8453'HORIZON.
 DH8453
 DH8453                          STATION RECOVERY (2010)
 DH8453
 DH8453'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8453'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.0 M EAST OF A
 DH8453'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8454 ***********************************************************************
 DH8454  DESIGNATION -  3E08
 DH8454  PID         -  DH8454
 DH8454  STATE/COUNTY-  WI/MONROE
 DH8454  COUNTRY     -  US
 DH8454  USGS QUAD   -  WILTON (2018)
 DH8454
 DH8454                         *CURRENT SURVEY CONTROL
 DH8454  ______________________________________________________________________
 DH8454* NAD 83(1986) POSITION- 43 47 05.8    (N) 090 32 59.5    (W)   HD_HELD2
 DH8454* NAVD 88 ORTHO HEIGHT -   286.945 (meters)      941.42  (feet) ADJUSTED
 DH8454  ______________________________________________________________________
 DH8454  GEOID HEIGHT    -        -33.775 (meters)                     GEOID18
 DH8454  DYNAMIC HEIGHT  -        286.879 (meters)      941.20  (feet) COMP
 DH8454  MODELED GRAVITY -    980,383.1   (mgal)                       NAVD 88
 DH8454
 DH8454  VERT ORDER      -  SECOND    CLASS I
 DH8454
 DH8454.The horizontal coordinates were established by autonomous hand held GPS
 DH8454.observations and have an estimated accuracy of +/- 10 meters.
 DH8454
 DH8454.The orthometric height was determined by differential leveling and
 DH8454.adjusted by the WI DEPT OF TRANSP
 DH8454.in May 2012.
 DH8454
 DH8454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8454.GEOID18 height accuracy estimate available here.
 DH8454
 DH8454.Click photographs - Photos may exist for this station.
 DH8454
 DH8454.The dynamic height is computed by dividing the NAVD 88
 DH8454.geopotential number by the normal gravity value computed on the
 DH8454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8454.degrees latitude (g = 980.6199 gals.).
 DH8454
 DH8454.The modeled gravity was interpolated from observed gravity values.
 DH8454
 DH8454;                    North         East    Units  Estimated Accuracy
 DH8454;SPC WI S     -   198,439.      555,741.      MT  (+/- 10 meters HH2 GPS)
 DH8454
 DH8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9714850905(NAD 83)
 DH8454
 DH8454                          SUPERSEDED SURVEY CONTROL
 DH8454
 DH8454  NAVD 88 (04/20/07)  286.938  (m)          941.40   (f) SUPERSEDED  2 1
 DH8454
 DH8454.Superseded values are not recommended for survey control.
 DH8454
 DH8454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8454.See file dsdata.pdf to determine how the superseded data were derived.
 DH8454
 DH8454_MARKER: DD = SURVEY DISK
 DH8454_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8454_SP_SET: BRIDGE PARAPET
 DH8454_STAMPING: 3E08 2004
 DH8454_MARK LOGO: WIDT
 DH8454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8454+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH8454
 DH8454  HISTORY     - Date     Condition        Report By
 DH8454  HISTORY     - 2004     MONUMENTED       WIDT
 DH8454  HISTORY     - 20100907 GOOD             WIDT
 DH8454
 DH8454                          STATION DESCRIPTION
 DH8454
 DH8454'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8454'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8454'STATION FROM THE JUNCTION OF STATE HIGHWAY 131 WITH COUNTY HIGHWAY Z
 DH8454'ABOUT 2 MI (3.22 KM) SOUTH OF THE VILLAGE OF WILTON, GO SOUTHWEST ON
 DH8454'STATEHIGHWAY 131 FOR 0.5 MI (0.8 KM) TO MICHIGAN ROAD ON THE RIGHT AND
 DH8454'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8454'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8454'IN THE NORTHEAST END OF THE NORTHWEST PARAPET OF BRIDGE
 DH8454'--B-41-176-91-- ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DH8454'STATION IS 6.4 M (21.0 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DH8454'HIGHWAY 131, AND 42 M (137.8 FT) SOUTHWEST OF THE CENTERLINE OF
 DH8454'MICHIGAN ROAD.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8454'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8454
 DH8454                          STATION RECOVERY (2010)
 DH8454
 DH8454'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8454'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.1 M SOUTH OF A
 DH8454'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8455 ***********************************************************************
 DH8455  DESIGNATION -  3E09
 DH8455  PID         -  DH8455
 DH8455  STATE/COUNTY-  WI/MONROE
 DH8455  COUNTRY     -  US
 DH8455  USGS QUAD   -  WILTON (2018)
 DH8455
 DH8455                         *CURRENT SURVEY CONTROL
 DH8455  ______________________________________________________________________
 DH8455* NAD 83(1986) POSITION- 43 48 56.41   (N) 090 31 18.61   (W)   HD_HELD1
 DH8455* NAVD 88 ORTHO HEIGHT -   302.264 (meters)      991.68  (feet) ADJUSTED
 DH8455  ______________________________________________________________________
 DH8455  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 DH8455  DYNAMIC HEIGHT  -        302.197 (meters)      991.46  (feet) COMP
 DH8455  MODELED GRAVITY -    980,390.5   (mgal)                       NAVD 88
 DH8455
 DH8455  VERT ORDER      -  SECOND    CLASS I
 DH8455
 DH8455.The horizontal coordinates were determined by differentially corrected
 DH8455.hand held GPS observations or other comparable positioning techniques
 DH8455.and have an estimated accuracy of +/- 3 meters.
 DH8455
 DH8455.The orthometric height was determined by differential leveling and
 DH8455.adjusted by the WI DEPT OF TRANSP
 DH8455.in May 2012.
 DH8455
 DH8455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8455.GEOID18 height accuracy estimate available here.
 DH8455
 DH8455.Click photographs - Photos may exist for this station.
 DH8455
 DH8455.The dynamic height is computed by dividing the NAVD 88
 DH8455.geopotential number by the normal gravity value computed on the
 DH8455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8455.degrees latitude (g = 980.6199 gals.).
 DH8455
 DH8455.The modeled gravity was interpolated from observed gravity values.
 DH8455
 DH8455;                    North         East    Units  Estimated Accuracy
 DH8455;SPC WI S     -   201,838.0     558,018.2     MT  (+/- 3 meters HH1 GPS) 
 DH8455
 DH8455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9930154384(NAD 83)
 DH8455
 DH8455                          SUPERSEDED SURVEY CONTROL
 DH8455
 DH8455  NAVD 88 (04/20/07)  302.257  (m)          991.65   (f) SUPERSEDED  2 1
 DH8455
 DH8455.Superseded values are not recommended for survey control.
 DH8455
 DH8455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8455.See file dsdata.pdf to determine how the superseded data were derived.
 DH8455
 DH8455_MARKER: DD = SURVEY DISK
 DH8455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8455_SP_SET: BRIDGE WINGWALL
 DH8455_STAMPING: 3E09 2004
 DH8455_MARK LOGO: WIDT
 DH8455_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8455+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH8455
 DH8455  HISTORY     - Date     Condition        Report By
 DH8455  HISTORY     - 2004     MONUMENTED       WIDT
 DH8455  HISTORY     - 20100907 GOOD             WIDT
 DH8455
 DH8455                          STATION DESCRIPTION
 DH8455
 DH8455'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8455'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8455'STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND STATE HIGHWAY 131
 DH8455'NORTH (WALKER STREET) WITH STATE HIGHWAY 131 SOUTH (WATER STREET) IN
 DH8455'THE VILLAGE OF WILTON, GO EASTERLY ON STATE HIGHWAY 71 AND STATE
 DH8455'HIGHWAY 131 NORTH (WALKER STREET) FOR 0.55 MI (0.89 KM) TO THE STATION
 DH8455'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8455'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8455'NORTHERN MOST WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE HIGHWAY
 DH8455'PAVEMENT.  THE STATION IS 5.6 M (18.4 FT) NORTHWEST OF THE CENTERLINE
 DH8455'OF STATE HIGHWAY 71 AND STATE HIGHWAY 131 AND 6.5 M (21.3 FT)
 DH8455'SOUTH-SOUTHWEST OF A LIGHT POLE.   ---NOTE---THIS STATION HAS NO
 DH8455'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8455'HORIZON.
 DH8455
 DH8455                          STATION RECOVERY (2010)
 DH8455
 DH8455'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8455'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M SOUTHWEST OF
 DH8455'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8456 ***********************************************************************
 DH8456  DESIGNATION -  3E10
 DH8456  PID         -  DH8456
 DH8456  STATE/COUNTY-  WI/MONROE
 DH8456  COUNTRY     -  US
 DH8456  USGS QUAD   -  KENDALL WEST (2018)
 DH8456
 DH8456                         *CURRENT SURVEY CONTROL
 DH8456  ______________________________________________________________________
 DH8456* NAD 83(1986) POSITION- 43 49 32.8    (N) 090 29 15.2    (W)   HD_HELD2
 DH8456* NAVD 88 ORTHO HEIGHT -   310.656 (meters)     1019.21  (feet) ADJUSTED
 DH8456  ______________________________________________________________________
 DH8456  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 DH8456  DYNAMIC HEIGHT  -        310.587 (meters)     1018.98  (feet) COMP
 DH8456  MODELED GRAVITY -    980,388.3   (mgal)                       NAVD 88
 DH8456
 DH8456  VERT ORDER      -  SECOND    CLASS I
 DH8456
 DH8456.The horizontal coordinates were established by autonomous hand held GPS
 DH8456.observations and have an estimated accuracy of +/- 10 meters.
 DH8456
 DH8456.The orthometric height was determined by differential leveling and
 DH8456.adjusted by the WI DEPT OF TRANSP
 DH8456.in May 2012.
 DH8456
 DH8456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8456.GEOID18 height accuracy estimate available here.
 DH8456
 DH8456.Click photographs - Photos may exist for this station.
 DH8456
 DH8456.The dynamic height is computed by dividing the NAVD 88
 DH8456.geopotential number by the normal gravity value computed on the
 DH8456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8456.degrees latitude (g = 980.6199 gals.).
 DH8456
 DH8456.The modeled gravity was interpolated from observed gravity values.
 DH8456
 DH8456;                    North         East    Units  Estimated Accuracy
 DH8456;SPC WI S     -   202,944.      560,783.      MT  (+/- 10 meters HH2 GPS)
 DH8456
 DH8456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0202455590(NAD 83)
 DH8456
 DH8456                          SUPERSEDED SURVEY CONTROL
 DH8456
 DH8456  NAVD 88 (04/20/07)  310.648  (m)         1019.18   (f) SUPERSEDED  2 1
 DH8456
 DH8456.Superseded values are not recommended for survey control.
 DH8456
 DH8456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8456.See file dsdata.pdf to determine how the superseded data were derived.
 DH8456
 DH8456_MARKER: DD = SURVEY DISK
 DH8456_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8456_SP_SET: BOX CULVERT WINGWALL
 DH8456_STAMPING: 3E10
 DH8456_MARK LOGO: WIDT
 DH8456_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8456+STABILITY: SURFACE MOTION
 DH8456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8456+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH8456
 DH8456  HISTORY     - Date     Condition        Report By
 DH8456  HISTORY     - 2003     MONUMENTED       WIDT
 DH8456  HISTORY     - 20100907 GOOD             WIDT
 DH8456
 DH8456                          STATION DESCRIPTION
 DH8456
 DH8456'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8456'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8456'STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND STATE HIGHWAY 131
 DH8456'NORTH (WALKER STREET) WITH STATE HIGHWAY 131 SOUTH (WATER STREET) IN
 DH8456'THE VILLAGE OF WILTON, GO EASTERLY ON STATE HIGHWAY 71 AND STATE
 DH8456'HIGHWAY 131 NORTH (WALKER STREET) FOR 1.65 MI (2.66 KM) TO KEYSTONE
 DH8456'ROAD ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY 71 AND STATE HIGHWAY
 DH8456'131 FOR 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 DH8456'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8456'CONTROL STATION DISK SET IN THE SOUTHEAST WINGWALL OF A BOX CULVERT
 DH8456'--C-41-52-88-- ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8456'STATION IS 8.3 M (27.2 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 71
 DH8456'AND STATE HIGHWAY 131 AND 76 M (249.3 FT) WEST OF THE CENTERLINE OF
 DH8456'LIVINGSTON ROAD.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 DH8456'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8456
 DH8456                          STATION RECOVERY (2010)
 DH8456
 DH8456'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8456'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.0 M NORTHWEST OF
 DH8456'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8457 ***********************************************************************
 DH8457  DESIGNATION -  3E11
 DH8457  PID         -  DH8457
 DH8457  STATE/COUNTY-  WI/MONROE
 DH8457  COUNTRY     -  US
 DH8457  USGS QUAD   -  KENDALL WEST (2018)
 DH8457
 DH8457                         *CURRENT SURVEY CONTROL
 DH8457  ______________________________________________________________________
 DH8457* NAD 83(1986) POSITION- 43 49 58.5    (N) 090 28 31.5    (W)   HD_HELD2
 DH8457* NAVD 88 ORTHO HEIGHT -   316.220 (meters)     1037.47  (feet) ADJUSTED
 DH8457  ______________________________________________________________________
 DH8457  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 DH8457  DYNAMIC HEIGHT  -        316.150 (meters)     1037.24  (feet) COMP
 DH8457  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 DH8457
 DH8457  VERT ORDER      -  SECOND    CLASS I
 DH8457
 DH8457.The horizontal coordinates were established by autonomous hand held GPS
 DH8457.observations and have an estimated accuracy of +/- 10 meters.
 DH8457
 DH8457.The orthometric height was determined by differential leveling and
 DH8457.adjusted by the WI DEPT OF TRANSP
 DH8457.in May 2012.
 DH8457
 DH8457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8457.GEOID18 height accuracy estimate available here.
 DH8457
 DH8457.Click photographs - Photos may exist for this station.
 DH8457
 DH8457.The dynamic height is computed by dividing the NAVD 88
 DH8457.geopotential number by the normal gravity value computed on the
 DH8457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8457.degrees latitude (g = 980.6199 gals.).
 DH8457
 DH8457.The modeled gravity was interpolated from observed gravity values.
 DH8457
 DH8457;                    North         East    Units  Estimated Accuracy
 DH8457;SPC WI S     -   203,732.      561,763.      MT  (+/- 10 meters HH2 GPS)
 DH8457
 DH8457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0297656413(NAD 83)
 DH8457
 DH8457                          SUPERSEDED SURVEY CONTROL
 DH8457
 DH8457  NAVD 88 (04/20/07)  316.212  (m)         1037.44   (f) SUPERSEDED  2 1
 DH8457
 DH8457.Superseded values are not recommended for survey control.
 DH8457
 DH8457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8457.See file dsdata.pdf to determine how the superseded data were derived.
 DH8457
 DH8457_MARKER: DD = SURVEY DISK
 DH8457_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8457_SP_SET: BOX CULVERT WINGWALL
 DH8457_STAMPING: 3E11 2004
 DH8457_MARK LOGO: WIDT
 DH8457_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8457+STABILITY: SURFACE MOTION
 DH8457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8457+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH8457
 DH8457  HISTORY     - Date     Condition        Report By
 DH8457  HISTORY     - 2004     MONUMENTED       WIDT
 DH8457  HISTORY     - 20100907 GOOD             WIDT
 DH8457
 DH8457                          STATION DESCRIPTION
 DH8457
 DH8457'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8457'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8457'STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND STATE HIGHWAY 131
 DH8457'SOUTH WITH STATE HIGHWAY 131 NORTH ABOUT 9 MI (14.48 KM) SOUTH OF THE
 DH8457'CITY OF TOMAH, GO WEST ON STATE HIGHWAY 71 AND STATE HIGHWAY 131 SOUTH
 DH8457'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8457'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8457'STATION DISK SET IN THE SOUTHEAST WINGWALL OF A BOX CULVERT ABOUT 2 M
 DH8457'(6.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.5 M (31.2 FT)
 DH8457'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 71 AND STATE HIGHWAY 131 AND
 DH8457'13.5 M (44.3 FT) WEST OF THE EAST END OF THE SOUTH GUARDRAIL.
 DH8457'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING ABOVE 15
 DH8457'DEGREES EXCEPT FOR A TREE TO THE SOUTHEAST EXTENDING TO 30 DEGREES.
 DH8457
 DH8457                          STATION RECOVERY (2010)
 DH8457
 DH8457'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8457'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.6 M EAST OF A
 DH8457'WHITE PLASTIC WITNESS POST AND 0.3 M EAST OF A STEEL FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8458 ***********************************************************************
 DH8458  DESIGNATION -  3E12
 DH8458  PID         -  DH8458
 DH8458  STATE/COUNTY-  WI/MONROE
 DH8458  COUNTRY     -  US
 DH8458  USGS QUAD   -  KENDALL WEST (2018)
 DH8458
 DH8458                         *CURRENT SURVEY CONTROL
 DH8458  ______________________________________________________________________
 DH8458* NAD 83(1986) POSITION- 43 49 25.6    (N) 090 26 39.4    (W)   HD_HELD2
 DH8458* NAVD 88 ORTHO HEIGHT -   349.483 (meters)     1146.60  (feet) ADJUSTED
 DH8458  ______________________________________________________________________
 DH8458  GEOID HEIGHT    -        -34.047 (meters)                     GEOID18
 DH8458  DYNAMIC HEIGHT  -        349.404 (meters)     1146.34  (feet) COMP
 DH8458  MODELED GRAVITY -    980,383.3   (mgal)                       NAVD 88
 DH8458
 DH8458  VERT ORDER      -  SECOND    CLASS I
 DH8458
 DH8458.The horizontal coordinates were established by autonomous hand held GPS
 DH8458.observations and have an estimated accuracy of +/- 10 meters.
 DH8458
 DH8458.The orthometric height was determined by differential leveling and
 DH8458.adjusted by the WI DEPT OF TRANSP
 DH8458.in May 2012.
 DH8458
 DH8458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8458.GEOID18 height accuracy estimate available here.
 DH8458
 DH8458.Click photographs - Photos may exist for this station.
 DH8458
 DH8458.The dynamic height is computed by dividing the NAVD 88
 DH8458.geopotential number by the normal gravity value computed on the
 DH8458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8458.degrees latitude (g = 980.6199 gals.).
 DH8458
 DH8458.The modeled gravity was interpolated from observed gravity values.
 DH8458
 DH8458;                    North         East    Units  Estimated Accuracy
 DH8458;SPC WI S     -   202,703.      564,262.      MT  (+/- 10 meters HH2 GPS)
 DH8458
 DH8458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0551155475(NAD 83)
 DH8458
 DH8458                          SUPERSEDED SURVEY CONTROL
 DH8458
 DH8458  NAVD 88 (04/20/07)  349.475  (m)         1146.57   (f) SUPERSEDED  2 1
 DH8458
 DH8458.Superseded values are not recommended for survey control.
 DH8458
 DH8458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8458.See file dsdata.pdf to determine how the superseded data were derived.
 DH8458
 DH8458_MARKER: DD = SURVEY DISK
 DH8458_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8458_SP_SET: BRIDGE ABUTMENT
 DH8458_STAMPING: 3E12 2004
 DH8458_MARK LOGO: WIDT
 DH8458_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8458+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH8458
 DH8458  HISTORY     - Date     Condition        Report By
 DH8458  HISTORY     - 2004     MONUMENTED       WIDT
 DH8458  HISTORY     - 20100913 GOOD             WIDT
 DH8458
 DH8458                          STATION DESCRIPTION
 DH8458
 DH8458'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8458'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8458'STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND STATE HIGHWAY 131
 DH8458'SOUTH WITH STATE HIGHWAY 131 NORTH ABOUT 9 MI (14.48 KM) SOUTH OF THE
 DH8458'CITY OF TOMAH, GO EAST-SOUTHEAST ON STATE HIGHWAY 71 FOR 0.7 MI (1.13
 DH8458'KM) TO LOGAN ROAD ON THE RIGHT, CONTINUE EAST-SOUTHEAST ON STATE
 DH8458'HIGHWAY 71 FOR 0.9 MI (1.45 KM) TO THE STATION ON THE LEFT.  THE
 DH8458'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8458'SURVEY CONTROL STATION DISK SET IN THE NORTHEAST END OF THE SOUTHEAST
 DH8458'ABUTMENT FOR A BRIDGE ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DH8458'IS 5.8 M (19.0 FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 71 AND
 DH8458'49 M (160.8 FT) NORTHWEST OF THE CENTERLINE OF LONDON AVENUE.
 DH8458'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 DH8458'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE SOUTHWEST
 DH8458'AND NORTHWES QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8458
 DH8458                          STATION RECOVERY (2010)
 DH8458
 DH8458'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8458'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS.  TO
 DH8458'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 WITH COUNTY
 DH8458'HIGHWAY V APPROXIMATELY 3 MILES NORTHWEST OF THE VILLAGE OF KENDALL,
 DH8458'GO NORTHWEST ON STATE HIGHWAY 71 FOR 0.9 MILE TO LONDON AVENUE RIGHT,
 DH8458'CONTINUE NORTHWEST ON STATE HIGHWAY 71 FOR 49 M TO THE STATION ON THE
 DH8458'RIGHT.  ADD---THE STATION IS 1.7 M NORTHWEST OF A WHITE PLASTIC
 DH8458'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8459 ***********************************************************************
 DH8459  DESIGNATION -  3E13
 DH8459  PID         -  DH8459
 DH8459  STATE/COUNTY-  WI/MONROE
 DH8459  COUNTRY     -  US
 DH8459  USGS QUAD   -  KENDALL WEST (2018)
 DH8459
 DH8459                         *CURRENT SURVEY CONTROL
 DH8459  ______________________________________________________________________
 DH8459* NAD 83(1986) POSITION- 43 48 28.6    (N) 090 24 30.2    (W)   HD_HELD2
 DH8459* NAVD 88 ORTHO HEIGHT -   340.776 (meters)     1118.03  (feet) ADJUSTED
 DH8459  ______________________________________________________________________
 DH8459  GEOID HEIGHT    -        -34.153 (meters)                     GEOID18
 DH8459  DYNAMIC HEIGHT  -        340.697 (meters)     1117.77  (feet) COMP
 DH8459  MODELED GRAVITY -    980,376.8   (mgal)                       NAVD 88
 DH8459
 DH8459  VERT ORDER      -  SECOND    CLASS I
 DH8459
 DH8459.The horizontal coordinates were established by autonomous hand held GPS
 DH8459.observations and have an estimated accuracy of +/- 10 meters.
 DH8459
 DH8459.The orthometric height was determined by differential leveling and
 DH8459.adjusted by the WI DEPT OF TRANSP
 DH8459.in May 2012.
 DH8459
 DH8459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8459.GEOID18 height accuracy estimate available here.
 DH8459
 DH8459.Click photographs - Photos may exist for this station.
 DH8459
 DH8459.The dynamic height is computed by dividing the NAVD 88
 DH8459.geopotential number by the normal gravity value computed on the
 DH8459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8459.degrees latitude (g = 980.6199 gals.).
 DH8459
 DH8459.The modeled gravity was interpolated from observed gravity values.
 DH8459
 DH8459;                    North         East    Units  Estimated Accuracy
 DH8459;SPC WI S     -   200,929.      567,141.      MT  (+/- 10 meters HH2 GPS)
 DH8459
 DH8459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0845253806(NAD 83)
 DH8459
 DH8459                          SUPERSEDED SURVEY CONTROL
 DH8459
 DH8459  NAVD 88 (04/20/07)  340.768  (m)         1118.00   (f) SUPERSEDED  2 1
 DH8459
 DH8459.Superseded values are not recommended for survey control.
 DH8459
 DH8459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8459.See file dsdata.pdf to determine how the superseded data were derived.
 DH8459
 DH8459_MARKER: DD = SURVEY DISK
 DH8459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8459_SP_SET: BRIDGE WINGWALL
 DH8459_STAMPING: 3E13 2004
 DH8459_MARK LOGO: WIDT
 DH8459_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8459+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH8459
 DH8459  HISTORY     - Date     Condition        Report By
 DH8459  HISTORY     - 2004     MONUMENTED       WIDT
 DH8459  HISTORY     - 20100913 GOOD             WIDT
 DH8459
 DH8459                          STATION DESCRIPTION
 DH8459
 DH8459'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8459'OWNERSHIP--TOWN OF GLENDALE.  TO REACH THE STATION FROM THE JUNCTION
 DH8459'OF STATE HIGHWAY 71 WITH COUNTY HIGHWAY V ABOUT 3 MI (4.83 KM)
 DH8459'NORTHWEST OF THE VILLAGE OF KENDALL, GO EASTERLY ON STATE HIGHWAY 71
 DH8459'FOR 1.4 MI (2.25 KM) TO MISSOURI AVENUE ON THE RIGHT, TURN RIGHT AND
 DH8459'GO SOUTHWEST ON MISSOURI AVENUE FOR 0.1 MI (0.16 KM) TO THE STATION ON
 DH8459'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8459'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE WESTERN
 DH8459'MOST WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE ROAD PAVEMENT.   THE
 DH8459'STATION IS 3.2 M (10.5 FT) NORTHWEST OF THE CENTERLINE OF MISSOURI
 DH8459'AVENUE AND 0.9 M (3.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE GUARD
 DH8459'RAIL.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 DH8459'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE
 DH8459'NORTHWEST EXTENDING TO 50 DEGREES AND A TREE TO THE WEST EXTENDING TO
 DH8459'30 DEGREES ABOVE THE HORIZON.
 DH8459
 DH8459                          STATION RECOVERY (2010)
 DH8459
 DH8459'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8459'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.4 M SOUTH OF A
 DH8459'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8460 ***********************************************************************
 DH8460  DESIGNATION -  3E14
 DH8460  PID         -  DH8460
 DH8460  STATE/COUNTY-  WI/MONROE
 DH8460  COUNTRY     -  US
 DH8460  USGS QUAD   -  KENDALL EAST (2018)
 DH8460
 DH8460                         *CURRENT SURVEY CONTROL
 DH8460  ______________________________________________________________________
 DH8460* NAD 83(1986) POSITION- 43 47 43.6    (N) 090 22 24.5    (W)   HD_HELD2
 DH8460* NAVD 88 ORTHO HEIGHT -   313.428 (meters)     1028.31  (feet) ADJUSTED
 DH8460  ______________________________________________________________________
 DH8460  GEOID HEIGHT    -        -34.259 (meters)                     GEOID18
 DH8460  DYNAMIC HEIGHT  -        313.354 (meters)     1028.06  (feet) COMP
 DH8460  MODELED GRAVITY -    980,374.4   (mgal)                       NAVD 88
 DH8460
 DH8460  VERT ORDER      -  SECOND    CLASS I
 DH8460
 DH8460.The horizontal coordinates were established by autonomous hand held GPS
 DH8460.observations and have an estimated accuracy of +/- 10 meters.
 DH8460
 DH8460.The orthometric height was determined by differential leveling and
 DH8460.adjusted by the WI DEPT OF TRANSP
 DH8460.in May 2012.
 DH8460
 DH8460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8460.GEOID18 height accuracy estimate available here.
 DH8460
 DH8460.Click photographs - Photos may exist for this station.
 DH8460
 DH8460.The dynamic height is computed by dividing the NAVD 88
 DH8460.geopotential number by the normal gravity value computed on the
 DH8460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8460.degrees latitude (g = 980.6199 gals.).
 DH8460
 DH8460.The modeled gravity was interpolated from observed gravity values.
 DH8460
 DH8460;                    North         East    Units  Estimated Accuracy
 DH8460;SPC WI S     -   199,527.      569,944.      MT  (+/- 10 meters HH2 GPS)
 DH8460
 DH8460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1130452506(NAD 83)
 DH8460
 DH8460                          SUPERSEDED SURVEY CONTROL
 DH8460
 DH8460  NAVD 88 (04/20/07)  313.419  (m)         1028.28   (f) SUPERSEDED  2 1
 DH8460
 DH8460.Superseded values are not recommended for survey control.
 DH8460
 DH8460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8460.See file dsdata.pdf to determine how the superseded data were derived.
 DH8460
 DH8460_MARKER: DD = SURVEY DISK
 DH8460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8460_SP_SET: BRIDGE WINGWALL
 DH8460_STAMPING: 3E14 2004
 DH8460_MARK LOGO: WIDT
 DH8460_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8460+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH8460
 DH8460  HISTORY     - Date     Condition        Report By
 DH8460  HISTORY     - 2004     MONUMENTED       WIDT
 DH8460  HISTORY     - 20100913 GOOD             WIDT
 DH8460
 DH8460                          STATION DESCRIPTION
 DH8460
 DH8460'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8460'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8460'STATION FROM THE JUNCTION OF STATE HIGHWAY 71 (SOUTH RAILROAD STREET)
 DH8460'WITH COUNTY HIGHWAY P SOUTH (DERRICK STREET) IN THE VILLAGE OF
 DH8460'KENDALL, GO NORTHWEST ON STATE HIGHWAY 71 (SOUTH RAILROAD STREET) FOR
 DH8460'0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8460'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8460'DISK SET IN THE TOP OF A EASTERN MOST WINGWALL OF A BRIDGE ABOUT LEVEL
 DH8460'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.1 M (20.0 FT) NORTHEAST
 DH8460'OF THE CENTERLINE OF STATE HIGHWAY 71, AND 20.2 M (66.3 FT) NORTHWEST
 DH8460'OF A WOOD POST FOR A --PEDESTRIAN CROSSING-- SIGN.  ---NOTE---THIS
 DH8460'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 DH8460'ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST EXTENDING TO 30
 DH8460'DEGREES ABOVE THE HORIZON.
 DH8460
 DH8460                          STATION RECOVERY (2010)
 DH8460
 DH8460'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8460'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.2 M ABOVE THE
 DH8460'HIGHWAY PAVEMENT AND 0.8 M NORTHWEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8461 ***********************************************************************
 DH8461  DESIGNATION -  3E15
 DH8461  PID         -  DH8461
 DH8461  STATE/COUNTY-  WI/MONROE
 DH8461  COUNTRY     -  US
 DH8461  USGS QUAD   -  KENDALL EAST (2018)
 DH8461
 DH8461                         *CURRENT SURVEY CONTROL
 DH8461  ______________________________________________________________________
 DH8461* NAD 83(1986) POSITION- 43 47 07.1    (N) 090 21 13.8    (W)   HD_HELD2
 DH8461* NAVD 88 ORTHO HEIGHT -   304.565 (meters)      999.23  (feet) ADJUSTED
 DH8461  ______________________________________________________________________
 DH8461  GEOID HEIGHT    -        -34.314 (meters)                     GEOID18
 DH8461  DYNAMIC HEIGHT  -        304.492 (meters)      998.99  (feet) COMP
 DH8461  MODELED GRAVITY -    980,373.7   (mgal)                       NAVD 88
 DH8461
 DH8461  VERT ORDER      -  SECOND    CLASS I
 DH8461
 DH8461.The horizontal coordinates were established by autonomous hand held GPS
 DH8461.observations and have an estimated accuracy of +/- 10 meters.
 DH8461
 DH8461.The orthometric height was determined by differential leveling and
 DH8461.adjusted by the WI DEPT OF TRANSP
 DH8461.in May 2012.
 DH8461
 DH8461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8461.GEOID18 height accuracy estimate available here.
 DH8461
 DH8461.Click photographs - Photos may exist for this station.
 DH8461
 DH8461.The dynamic height is computed by dividing the NAVD 88
 DH8461.geopotential number by the normal gravity value computed on the
 DH8461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8461.degrees latitude (g = 980.6199 gals.).
 DH8461
 DH8461.The modeled gravity was interpolated from observed gravity values.
 DH8461
 DH8461;                    North         East    Units  Estimated Accuracy
 DH8461;SPC WI S     -   198,393.      571,520.      MT  (+/- 10 meters HH2 GPS)
 DH8461
 DH8461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1292051431(NAD 83)
 DH8461
 DH8461                          SUPERSEDED SURVEY CONTROL
 DH8461
 DH8461  NAVD 88 (04/20/07)  304.556  (m)          999.20   (f) SUPERSEDED  2 1
 DH8461
 DH8461.Superseded values are not recommended for survey control.
 DH8461
 DH8461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8461.See file dsdata.pdf to determine how the superseded data were derived.
 DH8461
 DH8461_MARKER: DD = SURVEY DISK
 DH8461_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8461_SP_SET: BOX CULVERT WINGWALL
 DH8461_STAMPING: 3E15 2004
 DH8461_MARK LOGO: WIDT
 DH8461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8461+STABILITY: SURFACE MOTION
 DH8461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8461+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH8461
 DH8461  HISTORY     - Date     Condition        Report By
 DH8461  HISTORY     - 2004     MONUMENTED       WIDT
 DH8461  HISTORY     - 20100913 GOOD             WIDT
 DH8461
 DH8461                          STATION DESCRIPTION
 DH8461
 DH8461'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8461'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8461'STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND COUNTY HIGHWAY WEST
 DH8461'NORTH WITH COUNTY HIGHWAY WEST SOUTH ABOUT 1 MI (1.61 KM) SOUTHEAST OF
 DH8461'THE VILLAGE OF KENDALL, GO SOUTHEAST ON STATE HIGHWAY 71 FOR 0.05 MI
 DH8461'(0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8461'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8461'DISK SET IN THE NORTHEAST WINGWALL OF A BOX CULVERT ABOUT 1 M (3.3 FT)
 DH8461'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M (34.1 FT) NORTHEAST
 DH8461'OF THE CENTERLINE OF STATE HIGHWAY 71 AND 23.8 M (78.1 FT) NORTHWEST
 DH8461'OF THE SOUTHEAST END OF THE NORTHEAST GUARDRAIL.  ---NOTE---THIS
 DH8461'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 DH8461'ABOVE THE HORIZON EXCEPT FOR A TREE AT DUE NORTH EXTENDING TO 30
 DH8461'DEGREES.
 DH8461
 DH8461                          STATION RECOVERY (2010)
 DH8461
 DH8461'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8461'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.4 M NORTHWEST OF
 DH8461'A WOOD FENCE POST AND 0.5 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DH8461'NOTE---THE STATION IS SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 DH8461'CORNER OF THE BOX CULVERT, 13 CM SOUTHWEST OF THE NORTHEAST END AND 17
 DH8461'CM NORTHWEST OF THE SOUTHEAST SIDE OF THE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8462 ***********************************************************************
 DH8462  DESIGNATION -  3E16
 DH8462  PID         -  DH8462
 DH8462  STATE/COUNTY-  WI/JUNEAU
 DH8462  COUNTRY     -  US
 DH8462  USGS QUAD   -  KENDALL EAST (2018)
 DH8462
 DH8462                         *CURRENT SURVEY CONTROL
 DH8462  ______________________________________________________________________
 DH8462* NAD 83(1986) POSITION- 43 45 30.5    (N) 090 18 00.8    (W)   HD_HELD2
 DH8462* NAVD 88 ORTHO HEIGHT -   292.163 (meters)      958.54  (feet) ADJUSTED
 DH8462  ______________________________________________________________________
 DH8462  GEOID HEIGHT    -        -34.459 (meters)                     GEOID18
 DH8462  DYNAMIC HEIGHT  -        292.095 (meters)      958.32  (feet) COMP
 DH8462  MODELED GRAVITY -    980,377.3   (mgal)                       NAVD 88
 DH8462
 DH8462  VERT ORDER      -  SECOND    CLASS I
 DH8462
 DH8462.The horizontal coordinates were established by autonomous hand held GPS
 DH8462.observations and have an estimated accuracy of +/- 10 meters.
 DH8462
 DH8462.The orthometric height was determined by differential leveling and
 DH8462.adjusted by the WI DEPT OF TRANSP
 DH8462.in May 2012.
 DH8462
 DH8462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8462.GEOID18 height accuracy estimate available here.
 DH8462
 DH8462.Click photographs - Photos may exist for this station.
 DH8462
 DH8462.The dynamic height is computed by dividing the NAVD 88
 DH8462.geopotential number by the normal gravity value computed on the
 DH8462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8462.degrees latitude (g = 980.6199 gals.).
 DH8462
 DH8462.The modeled gravity was interpolated from observed gravity values.
 DH8462
 DH8462;                    North         East    Units  Estimated Accuracy
 DH8462;SPC WI S     -   195,395.      575,824.      MT  (+/- 10 meters HH2 GPS)
 DH8462
 DH8462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1733248590(NAD 83)
 DH8462
 DH8462                          SUPERSEDED SURVEY CONTROL
 DH8462
 DH8462  NAVD 88 (04/20/07)  292.154  (m)          958.51   (f) SUPERSEDED  2 1
 DH8462
 DH8462.Superseded values are not recommended for survey control.
 DH8462
 DH8462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8462.See file dsdata.pdf to determine how the superseded data were derived.
 DH8462
 DH8462_MARKER: DD = SURVEY DISK
 DH8462_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8462_SP_SET: BOX CULVERT WINGWALL
 DH8462_STAMPING: 3E16 2004
 DH8462_MARK LOGO: WIDT
 DH8462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8462+STABILITY: SURFACE MOTION
 DH8462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8462+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 DH8462
 DH8462  HISTORY     - Date     Condition        Report By
 DH8462  HISTORY     - 2004     MONUMENTED       WIDT
 DH8462  HISTORY     - 20100609 GOOD             WIDT
 DH8462
 DH8462                          STATION DESCRIPTION
 DH8462
 DH8462'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8462'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8462'STATION FROM THE JUNCTION OF STATE HIGHWAY 80 AND STATE HIGHWAY 82
 DH8462'(ACADEMY STREET) WITH STATE HIGHWAY 71 IN THE CITY OF ELROY, GO
 DH8462'NORTHWEST ON STATE HIGHWAY 71 FOR 1.1 MI (1.77 KM) TO COUNTY HIGHWAY
 DH8462'PP ON THE RIGHT, CONTINUE NORTHWEST ON STATE HIGHWAY 71 FOR 0.6 MI
 DH8462'(0.97 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8462'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8462'DISK SET IN THE NORTHWEST WINGWALL OF A BOX CULVERT ABOUT 1 M (3.3 FT)
 DH8462'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 11.5 M (37.7 FT) NORTHEAST
 DH8462'OF THE CENTERLINE OF STATE HIGHWAY 71 AND 7 M (23.0 FT) SOUTHEAST OF
 DH8462'THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N3257--. ---NOTE---THIS
 DH8462'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 30 DEGREES
 DH8462'ABOVE THE HORIZON.
 DH8462
 DH8462                          STATION RECOVERY (2010)
 DH8462
 DH8462'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8462'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.4 M EAST OF A
 DH8462'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8506 ***********************************************************************
 DH8506  DESIGNATION -  3E17
 DH8506  PID         -  DH8506
 DH8506  STATE/COUNTY-  WI/JUNEAU
 DH8506  COUNTRY     -  US
 DH8506  USGS QUAD   -  HILLSBORO (2018)
 DH8506
 DH8506                         *CURRENT SURVEY CONTROL
 DH8506  ______________________________________________________________________
 DH8506* NAD 83(1986) POSITION- 43 43 23.05   (N) 090 15 56.49   (W)   HD_HELD1
 DH8506* NAVD 88 ORTHO HEIGHT -   286.589 (meters)      940.25  (feet) ADJUSTED
 DH8506  ______________________________________________________________________
 DH8506  GEOID HEIGHT    -        -34.568 (meters)                     GEOID18
 DH8506  DYNAMIC HEIGHT  -        286.521 (meters)      940.03  (feet) COMP
 DH8506  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 DH8506
 DH8506  VERT ORDER      -  SECOND    CLASS I
 DH8506
 DH8506.The horizontal coordinates were determined by differentially corrected
 DH8506.hand held GPS observations or other comparable positioning techniques
 DH8506.and have an estimated accuracy of +/- 3 meters.
 DH8506
 DH8506.The orthometric height was determined by differential leveling and
 DH8506.adjusted by the WI DEPT OF TRANSP
 DH8506.in May 2012.
 DH8506
 DH8506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8506.GEOID18 height accuracy estimate available here.
 DH8506
 DH8506.Click photographs - Photos may exist for this station.
 DH8506
 DH8506.The dynamic height is computed by dividing the NAVD 88
 DH8506.geopotential number by the normal gravity value computed on the
 DH8506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8506.degrees latitude (g = 980.6199 gals.).
 DH8506
 DH8506.The modeled gravity was interpolated from observed gravity values.
 DH8506
 DH8506;                    North         East    Units  Estimated Accuracy
 DH8506;SPC WI S     -   191,452.6     578,592.2     MT  (+/- 3 meters HH1 GPS) 
 DH8506
 DH8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2024144749(NAD 83)
 DH8506
 DH8506                          SUPERSEDED SURVEY CONTROL
 DH8506
 DH8506  NAVD 88 (04/20/07)  286.579  (m)          940.22   (f) SUPERSEDED  2 1
 DH8506
 DH8506.Superseded values are not recommended for survey control.
 DH8506
 DH8506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8506.See file dsdata.pdf to determine how the superseded data were derived.
 DH8506
 DH8506_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH8506_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8506_SP_SET: BRIDGE ABUTMENT
 DH8506_MARK LOGO: WIDT
 DH8506_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8506+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 DH8506
 DH8506  HISTORY     - Date     Condition        Report By
 DH8506  HISTORY     - 1997     MONUMENTED       WIDT
 DH8506  HISTORY     - 2004     GOOD             WIDT
 DH8506  HISTORY     - 20100609 GOOD             WIDT
 DH8506
 DH8506                          STATION DESCRIPTION
 DH8506
 DH8506'DESCRIBED BY WI DEPT OF TRANSP 2004 (PJH)
 DH8506'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80 WITH COUNTY
 DH8506'HIGHWAY O (EAST) IN THE CITY OF ELROY, GO SOUTH ON STATE HIGHWAY 80
 DH8506'FOR 1.1 MI (1.77 KM) TO BRIDGE --29-103-97-- OVER THE BARABOO RIVER
 DH8506'AND THE STATION ON THE LEFT.  THE STATION IS AN ALUMINUM WISCONSIN
 DH8506'DEPARTMENT OF TRANSPORTATION DISK SET IN THE TOP OF THE EAST SIDE OF
 DH8506'THE SOUTH ABUTMENT OF THE BRIDGE, LOCATED WITHIN THE RIGHT OF WAY,
 DH8506'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 18.5 FEET (5.6
 DH8506'M) EAST OF THE CENTERLINE OF STATE HIGHWAY, 0.5 FEET (0.15 M) EAST OF
 DH8506'THE WEST EDGE OF GUARD RAIL AND 0.15 MI (0.24 KM) NORTH OF LUMSDEN
 DH8506'ROAD.  NOTE--THE DISK IS BLANK AND IS NOT STAMPED WITH ANY INFORMATION
 DH8506'SPECIFIC TO THIS MARK.
 DH8506
 DH8506                          STATION RECOVERY (2010)
 DH8506
 DH8506'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8506'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.3 M WEST OF A
 DH8506'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8507 ***********************************************************************
 DH8507  DESIGNATION -  3E18
 DH8507  PID         -  DH8507
 DH8507  STATE/COUNTY-  WI/JUNEAU
 DH8507  COUNTRY     -  US
 DH8507  USGS QUAD   -  HILLSBORO (2018)
 DH8507
 DH8507                         *CURRENT SURVEY CONTROL
 DH8507  ______________________________________________________________________
 DH8507* NAD 83(1986) POSITION- 43 42 20.62   (N) 090 15 58.33   (W)   HD_HELD1
 DH8507* NAVD 88 ORTHO HEIGHT -   283.777 (meters)      931.03  (feet) ADJUSTED
 DH8507  ______________________________________________________________________
 DH8507  GEOID HEIGHT    -        -34.576 (meters)                     GEOID18
 DH8507  DYNAMIC HEIGHT  -        283.710 (meters)      930.81  (feet) COMP
 DH8507  MODELED GRAVITY -    980,373.7   (mgal)                       NAVD 88
 DH8507
 DH8507  VERT ORDER      -  SECOND    CLASS I
 DH8507
 DH8507.The horizontal coordinates were determined by differentially corrected
 DH8507.hand held GPS observations or other comparable positioning techniques
 DH8507.and have an estimated accuracy of +/- 3 meters.
 DH8507
 DH8507.The orthometric height was determined by differential leveling and
 DH8507.adjusted by the WI DEPT OF TRANSP
 DH8507.in May 2012.
 DH8507
 DH8507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8507.GEOID18 height accuracy estimate available here.
 DH8507
 DH8507.Click photographs - Photos may exist for this station.
 DH8507
 DH8507.The dynamic height is computed by dividing the NAVD 88
 DH8507.geopotential number by the normal gravity value computed on the
 DH8507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8507.degrees latitude (g = 980.6199 gals.).
 DH8507
 DH8507.The modeled gravity was interpolated from observed gravity values.
 DH8507
 DH8507;                    North         East    Units  Estimated Accuracy
 DH8507;SPC WI S     -   189,526.1     578,544.8     MT  (+/- 3 meters HH1 GPS) 
 DH8507
 DH8507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2026442821(NAD 83)
 DH8507
 DH8507                          SUPERSEDED SURVEY CONTROL
 DH8507
 DH8507  NAVD 88 (04/20/07)  283.768  (m)          931.00   (f) SUPERSEDED  2 1
 DH8507
 DH8507.Superseded values are not recommended for survey control.
 DH8507
 DH8507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8507.See file dsdata.pdf to determine how the superseded data were derived.
 DH8507
 DH8507_MARKER: DD = SURVEY DISK
 DH8507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8507_SP_SET: BRIDGE WINGWALL
 DH8507_STAMPING: 3E18
 DH8507_MARK LOGO: WIDT
 DH8507_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8507+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 DH8507
 DH8507  HISTORY     - Date     Condition        Report By
 DH8507  HISTORY     - 2003     MONUMENTED       WIDT
 DH8507  HISTORY     - 20100609 GOOD             WIDT
 DH8507
 DH8507                          STATION DESCRIPTION
 DH8507
 DH8507'DESCRIBED BY WI DEPT OF TRANSP 2003
 DH8507'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8507'STATION FROM THE JUNCTION OF STATE HIGHWAY 80 AND STATE HIGHWAY 82
 DH8507'(MAIN STREET) WITH COUNTY HIGHWAY O EAST (FRANKLIN STREET) IN THE CITY
 DH8507'OF ELROY, GO SOUTH ON STATE HIGHWAY 80 AND STATE HIGHWAY 82 (MAIN
 DH8507'STREET) FOR 1.8 MI (2.9 KM) TO SNYDER ROAD ON THE RIGHT, CONTINUE
 DH8507'SOUTH ON STATE HIGHWAY 80 AND STATE HIGHWAY 82 FOR 0.4 MI (0.64 KM) TO
 DH8507'THE STATION ON THE LEFT.  THE STATION IS AN ALUMINUM WISCONSIN
 DH8507'DEPARTMENT OF TRANSPORTATION VERTICAL CONTROL DISK SET IN THE
 DH8507'SOUTHEAST WINGWALL OF BRIDGE --B-29-102-97-- ABOUT LEVEL WITH THE
 DH8507'HIGHWAY PAVEMENT.  THE STATION IS 5.8 M (19.0 FT) EAST OF THE
 DH8507'CENTERLINE OF STATE HIGHWAY 80 AND STATE HIGHWAY 82 AND 5.2 M (17.1
 DH8507'FT) NORTHWEST OF A WOOD POST FOR A --BARABOO RIVER-- SIGN.
 DH8507'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DH8507'TREES IN THE EAST EXTENDING HIGHER THAN 40 DEGREES ABOVE THE HORIZON,
 DH8507'TREES IN THE SOUTHEAST AND SOUTHWEST EXTENDING HIGHER THAN 30 DEGREES
 DH8507'ABOVE THE HORIZON.  ---NOTE2---THE DISK HAS NO STAMPING.
 DH8507
 DH8507                          STATION RECOVERY (2010)
 DH8507
 DH8507'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8507'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M NORTH OF A
 DH8507'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8492 ***********************************************************************
 DH8492  DESIGNATION -  3E46
 DH8492  PID         -  DH8492
 DH8492  STATE/COUNTY-  WI/MONROE
 DH8492  COUNTRY     -  US
 DH8492  USGS QUAD   -  ALDERWOOD LAKE (2018)
 DH8492
 DH8492                         *CURRENT SURVEY CONTROL
 DH8492  ______________________________________________________________________
 DH8492* NAD 83(1986) POSITION- 44 00 26.80   (N) 090 41 41.14   (W)   HD_HELD1
 DH8492* NAVD 88 ORTHO HEIGHT -   259.525 (meters)      851.46  (feet) ADJUSTED
 DH8492  ______________________________________________________________________
 DH8492  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 DH8492  DYNAMIC HEIGHT  -        259.475 (meters)      851.29  (feet) COMP
 DH8492  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 DH8492
 DH8492  VERT ORDER      -  SECOND    CLASS I
 DH8492
 DH8492.The horizontal coordinates were determined by differentially corrected
 DH8492.hand held GPS observations or other comparable positioning techniques
 DH8492.and have an estimated accuracy of +/- 3 meters.
 DH8492
 DH8492.The orthometric height was determined by differential leveling and
 DH8492.adjusted by the WI DEPT OF TRANSP
 DH8492.in May 2012.
 DH8492
 DH8492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8492.GEOID18 height accuracy estimate available here.
 DH8492
 DH8492.Click photographs - Photos may exist for this station.
 DH8492
 DH8492.The dynamic height is computed by dividing the NAVD 88
 DH8492.geopotential number by the normal gravity value computed on the
 DH8492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8492.degrees latitude (g = 980.6199 gals.).
 DH8492
 DH8492.The modeled gravity was interpolated from observed gravity values.
 DH8492
 DH8492;                    North         East    Units  Estimated Accuracy
 DH8492;SPC WI S     -   223,246.4     544,284.1     MT  (+/- 3 meters HH1 GPS) 
 DH8492
 DH8492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8479975283(NAD 83)
 DH8492
 DH8492                          SUPERSEDED SURVEY CONTROL
 DH8492
 DH8492  NAVD 88 (04/20/07)  259.513  (m)          851.42   (f) SUPERSEDED  2 1
 DH8492
 DH8492.Superseded values are not recommended for survey control.
 DH8492
 DH8492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8492.See file dsdata.pdf to determine how the superseded data were derived.
 DH8492
 DH8492_MARKER: DD = SURVEY DISK
 DH8492_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH8492_SP_SET: BOX CULVERT
 DH8492_STAMPING: 3E46 2004
 DH8492_MARK LOGO: WIDT
 DH8492_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8492+STABILITY: SURFACE MOTION
 DH8492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8492+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2018
 DH8492
 DH8492  HISTORY     - Date     Condition        Report By
 DH8492  HISTORY     - 2004     MONUMENTED       WIDT
 DH8492  HISTORY     - 20100908 GOOD             WIDT
 DH8492  HISTORY     - 20151026 GOOD             USACEO
 DH8492  HISTORY     - 20160325 GOOD             USACEO
 DH8492  HISTORY     - 20180522 GOOD             WIDT
 DH8492
 DH8492                          STATION DESCRIPTION
 DH8492
 DH8492'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8492'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8492'STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH COUNTY HIGHWAY BB
 DH8492'ABOUT 6 MI (9.66 KM) NORTHEAST OF THE CITY OF SPARTA, GO NORTHEAST
 DH8492'THEN EAST ON STATE HIGHWAY 21 FOR 0.85 MI (1.37 KM) TO SOUTH A STREET,
 DH8492'CONTINUE EAST ON STATE HIGHWAY 21 FOR 0.5 MI (0.8 KM) TO THE STATION
 DH8492'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8492'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH
 DH8492'END OF THE EAST SIDE OF A BOX CULVERT ABOUT 2 M (6.6 FT) BELOW THE
 DH8492'HIGHWAY PAVEMENT.  THE STATION IS 12.0 M (39.4 FT) NORTH OF THE
 DH8492'CENTERLINE OF STATE HIGHWAY 21.  ---NOTE---THIS STATION IS NOT
 DH8492'SUITABLE FOR GPS OBSERVATIONS DUE TO TREES BLOCKING ALL QUADRANTS
 DH8492'HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
 DH8492
 DH8492                          STATION RECOVERY (2010)
 DH8492
 DH8492'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8492'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M NORTHWEST OF
 DH8492'A WHITE PLASTIC WITNESS POST.
 DH8492
 DH8492                          STATION RECOVERY (2015)
 DH8492
 DH8492'RECOVERY NOTE BY USACE OMAHA 2015 (MFT)
 DH8492'MONUMENT IS FIRMLY SET IN GROUND AND APPARENTLY STABLE AT THIS TIME.
 DH8492
 DH8492                          STATION RECOVERY (2016)
 DH8492
 DH8492'RECOVERY NOTE BY USACE OMAHA 2016 (MFT)
 DH8492'RECOVERED IN GOOD CONDITION.
 DH8492
 DH8492                          STATION RECOVERY (2018)
 DH8492
 DH8492'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DH8492'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8491 ***********************************************************************
 DH8491  DESIGNATION -  3E47
 DH8491  PID         -  DH8491
 DH8491  STATE/COUNTY-  WI/MONROE
 DH8491  COUNTRY     -  US
 DH8491  USGS QUAD   -  TUNNEL CITY (2018)
 DH8491
 DH8491                         *CURRENT SURVEY CONTROL
 DH8491  ______________________________________________________________________
 DH8491* NAD 83(1986) POSITION- 44 00 24.59   (N) 090 33 46.68   (W)   HD_HELD1
 DH8491* NAVD 88 ORTHO HEIGHT -   318.933 (meters)     1046.37  (feet) ADJUSTED
 DH8491  ______________________________________________________________________
 DH8491  GEOID HEIGHT    -        -33.777 (meters)                     GEOID18
 DH8491  DYNAMIC HEIGHT  -        318.867 (meters)     1046.15  (feet) COMP
 DH8491  MODELED GRAVITY -    980,403.1   (mgal)                       NAVD 88
 DH8491
 DH8491  VERT ORDER      -  SECOND    CLASS I
 DH8491
 DH8491.The horizontal coordinates were determined by differentially corrected
 DH8491.hand held GPS observations or other comparable positioning techniques
 DH8491.and have an estimated accuracy of +/- 3 meters.
 DH8491
 DH8491.The orthometric height was determined by differential leveling and
 DH8491.adjusted by the WI DEPT OF TRANSP
 DH8491.in May 2012.
 DH8491
 DH8491.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8491.GEOID18 height accuracy estimate available here.
 DH8491
 DH8491.Click photographs - Photos may exist for this station.
 DH8491
 DH8491.The dynamic height is computed by dividing the NAVD 88
 DH8491.geopotential number by the normal gravity value computed on the
 DH8491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8491.degrees latitude (g = 980.6199 gals.).
 DH8491
 DH8491.The modeled gravity was interpolated from observed gravity values.
 DH8491
 DH8491;                    North         East    Units  Estimated Accuracy
 DH8491;SPC WI S     -   223,098.4     554,852.6     MT  (+/- 3 meters HH1 GPS) 
 DH8491
 DH8491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9536675518(NAD 83)
 DH8491
 DH8491                          SUPERSEDED SURVEY CONTROL
 DH8491
 DH8491  NAVD 88 (04/20/07)  318.921  (m)         1046.33   (f) SUPERSEDED  2 1
 DH8491
 DH8491.Superseded values are not recommended for survey control.
 DH8491
 DH8491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8491.See file dsdata.pdf to determine how the superseded data were derived.
 DH8491
 DH8491_MARKER: DD = SURVEY DISK
 DH8491_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8491_SP_SET: BRIDGE ABUTMENT
 DH8491_STAMPING: 3E47 2004
 DH8491_MARK LOGO: WIDT
 DH8491_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8491+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH8491
 DH8491  HISTORY     - Date     Condition        Report By
 DH8491  HISTORY     - 2004     MONUMENTED       WIDT
 DH8491  HISTORY     - 20100914 GOOD             WIDT
 DH8491
 DH8491                          STATION DESCRIPTION
 DH8491
 DH8491'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8491'OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8491'US HIGHWAY 12 WITH STATE HIGHWAY 21 ABOUT 1 MI (1.61 KM) NORTH OF THE
 DH8491'CITY OF TOMAH, GO WESTERLY ON STATE HIGHWAY 21 FOR 3.0 MI (4.83 KM) TO
 DH8491'COUNTY HIGHWAY M SOUTH ON THE LEFT, TURN LEFT AND GO WEST-SOUTHWEST ON
 DH8491'COUNTY HIGHWAY M FOR 0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 DH8491'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8491'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH END OF THE EAST
 DH8491'ABUTMENT OF A BRIDGE ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8491'STATION IS 4.5 M (14.8 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DH8491'HIGHWAY M AND 11 M (36.1 FT) SOUTHWEST THE CENTERLINE OF PRIVATE
 DH8491'ENTRANCE --11541--.   ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8491'OBSERVATIONS DUE TO TREES BLOCKING ALL QUADRANTS HIGHER THAN 25
 DH8491'DEGREES ABOVE THE HORIZON.
 DH8491
 DH8491                          STATION RECOVERY (2010)
 DH8491
 DH8491'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8491'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.6 M WEST OF A
 DH8491'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8487 ***********************************************************************
 DH8487  DESIGNATION -  3E48
 DH8487  PID         -  DH8487
 DH8487  STATE/COUNTY-  WI/MONROE
 DH8487  COUNTRY     -  US
 DH8487  USGS QUAD   -  TOMAH (2018)
 DH8487
 DH8487                         *CURRENT SURVEY CONTROL
 DH8487  ______________________________________________________________________
 DH8487* NAD 83(1986) POSITION- 43 59 35.2    (N) 090 30 16.3    (W)   HD_HELD2
 DH8487* NAVD 88 ORTHO HEIGHT -   289.515 (meters)      949.85  (feet) ADJUSTED
 DH8487  ______________________________________________________________________
 DH8487  GEOID HEIGHT    -        -33.911 (meters)                     GEOID18
 DH8487  DYNAMIC HEIGHT  -        289.456 (meters)      949.66  (feet) COMP
 DH8487  MODELED GRAVITY -    980,410.4   (mgal)                       NAVD 88
 DH8487
 DH8487  VERT ORDER      -  SECOND    CLASS I
 DH8487
 DH8487.The horizontal coordinates were established by autonomous hand held GPS
 DH8487.observations and have an estimated accuracy of +/- 10 meters.
 DH8487
 DH8487.The orthometric height was determined by differential leveling and
 DH8487.adjusted by the WI DEPT OF TRANSP
 DH8487.in May 2012.
 DH8487
 DH8487.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8487.GEOID18 height accuracy estimate available here.
 DH8487
 DH8487.Click photographs - Photos may exist for this station.
 DH8487
 DH8487.The dynamic height is computed by dividing the NAVD 88
 DH8487.geopotential number by the normal gravity value computed on the
 DH8487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8487.degrees latitude (g = 980.6199 gals.).
 DH8487
 DH8487.The modeled gravity was interpolated from observed gravity values.
 DH8487
 DH8487;                    North         East    Units  Estimated Accuracy
 DH8487;SPC WI S     -   221,544.      559,530.      MT  (+/- 10 meters HH2 GPS)
 DH8487
 DH8487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0009774135(NAD 83)
 DH8487
 DH8487                          SUPERSEDED SURVEY CONTROL
 DH8487
 DH8487  NAVD 88 (04/20/07)  289.502  (m)          949.81   (f) SUPERSEDED  2 1
 DH8487
 DH8487.Superseded values are not recommended for survey control.
 DH8487
 DH8487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8487.See file dsdata.pdf to determine how the superseded data were derived.
 DH8487
 DH8487_MARKER: DD = SURVEY DISK
 DH8487_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8487_SP_SET: BRIDGE ABUTMENT
 DH8487_STAMPING: 3E48 2004
 DH8487_MARK LOGO: WIDT
 DH8487_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8487+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH8487
 DH8487  HISTORY     - Date     Condition        Report By
 DH8487  HISTORY     - 2004     MONUMENTED       WIDT
 DH8487  HISTORY     - 20100914 GOOD             WIDT
 DH8487
 DH8487                          STATION DESCRIPTION
 DH8487
 DH8487'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8487'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8487'STATION FROM THE JUNCTION OF US HIGHWAY 12 EAST AND STATE HIGHWAY 16
 DH8487'(CLIFTON STREET) WITH US HIGHWAY 12 WEST AND STATE HIGHWAY 131 SOUTH
 DH8487'(SUPERIOR AVENUE) IN THE CITY OF TOMAH, GO NORTH ON US HIGHWAY 12 WEST
 DH8487'(SUPERIOR AVENUE) FOR 1.35 MI (2.17 KM) TO ARTHUR STREET ON THE RIGHT,
 DH8487'CONTINUE NORTH ON US HIGHWAY 12 WEST (SUPERIOR STREET) FOR 0.1 MI
 DH8487'(0.16 KM) TO THE STATION ON THE RIGHT.   THE STATION IS A BRONZE
 DH8487'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8487'DISK SET IN THE EAST END OF THE SOUTH ABUTMENT OF A BRIDGE ABOUT 1 M
 DH8487'(3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 11.9 M (39.0 FT)
 DH8487'EAST OF THE CENTERLINE OF THE TWO NORTHBOUND LANES FOR US HIGHWAY 12
 DH8487'(SUPERIOR AVENUE) AND 13.2 M (43.3 FT) NORTH-NORTHWEST OF A METAL POST
 DH8487'FOR A --ALL ANIMALS MUST BE KEPT ON LEASH AND MUST BE CLEANED UP
 DH8487'AFTER, NO MOTOR DRIVEN VEHICLES PERMITTED ON TRAIL-- SIGN.
 DH8487'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DH8487'TREES IN THE SOUTH AND NORTHEAST EXTENDING TO 30 DEGREES ABOVE THE
 DH8487'HORIZON, TREES IN THE SOUTHEAST EXTENDING TO 40 DEGREES ABOVE THE
 DH8487'HORIZON AND TREES IN THE EAST AND SOUTHEAST EXTENDING TO 70 DEGREES
 DH8487'ABOVE THE HORIZON.
 DH8487
 DH8487                          STATION RECOVERY (2010)
 DH8487
 DH8487'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8487'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 25 CM NORTH OF THE
 DH8487'SOUTH END OF THE EAST HEADWALL OF THE STRUCTURE AND 0.6 M NORTHWEST OF
 DH8487'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8486 ***********************************************************************
 DH8486  DESIGNATION -  3E49
 DH8486  PID         -  DH8486
 DH8486  STATE/COUNTY-  WI/MONROE
 DH8486  COUNTRY     -  US
 DH8486  USGS QUAD   -  OAKDALE (2018)
 DH8486
 DH8486                         *CURRENT SURVEY CONTROL
 DH8486  ______________________________________________________________________
 DH8486* NAD 83(1986) POSITION- 43 59 12.2    (N) 090 29 45.2    (W)   HD_HELD2
 DH8486* NAVD 88 ORTHO HEIGHT -   289.756 (meters)      950.64  (feet) ADJUSTED
 DH8486  ______________________________________________________________________
 DH8486  GEOID HEIGHT    -        -33.924 (meters)                     GEOID18
 DH8486  DYNAMIC HEIGHT  -        289.698 (meters)      950.45  (feet) COMP
 DH8486  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 DH8486
 DH8486  VERT ORDER      -  SECOND    CLASS I
 DH8486
 DH8486.The horizontal coordinates were established by autonomous hand held GPS
 DH8486.observations and have an estimated accuracy of +/- 10 meters.
 DH8486
 DH8486.The orthometric height was determined by differential leveling and
 DH8486.adjusted by the WI DEPT OF TRANSP
 DH8486.in May 2012.
 DH8486
 DH8486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8486.GEOID18 height accuracy estimate available here.
 DH8486
 DH8486.Click photographs - Photos may exist for this station.
 DH8486
 DH8486.The dynamic height is computed by dividing the NAVD 88
 DH8486.geopotential number by the normal gravity value computed on the
 DH8486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8486.degrees latitude (g = 980.6199 gals.).
 DH8486
 DH8486.The modeled gravity was interpolated from observed gravity values.
 DH8486
 DH8486;                    North         East    Units  Estimated Accuracy
 DH8486;SPC WI S     -   220,830.      560,219.      MT  (+/- 10 meters HH2 GPS)
 DH8486
 DH8486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0081273446(NAD 83)
 DH8486
 DH8486                          SUPERSEDED SURVEY CONTROL
 DH8486
 DH8486  NAVD 88 (04/20/07)  289.743  (m)          950.60   (f) SUPERSEDED  2 1
 DH8486
 DH8486.Superseded values are not recommended for survey control.
 DH8486
 DH8486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8486.See file dsdata.pdf to determine how the superseded data were derived.
 DH8486
 DH8486_MARKER: DD = SURVEY DISK
 DH8486_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8486_SP_SET: BRIDGE ABUTMENT
 DH8486_STAMPING: 3E49 2004
 DH8486_MARK LOGO: WIDT
 DH8486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8486+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH8486
 DH8486  HISTORY     - Date     Condition        Report By
 DH8486  HISTORY     - 2004     MONUMENTED       WIDT
 DH8486  HISTORY     - 20100914 GOOD             WIDT
 DH8486
 DH8486                          STATION DESCRIPTION
 DH8486
 DH8486'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8486'OWNERSHIP--TOWNSHIP OF LA GRANGE.  TO REACH THE STATION FROM THE
 DH8486'JUNCTION OF US HIGHWAY 12 EAST AND STATE HIGHWAY 16 (CLIFTON STREET)
 DH8486'WITH US HIGHWAY 12 WEST AND STATE HIGHWAY 131 SOUTH (SUPERIOR AVENUE)
 DH8486'IN THE CITY OF TOMAH, GO NORTH ON US HIGHWAY 12 WEST (SUPERIOR AVENUE)
 DH8486'FOR 0.95 MI (1.53 KM) TO WASHINGTON STREET, TURN RIGHT AND GO
 DH8486'EAST-SOUTHEAST ON WASHINGTON STREET FOR 0.2 MI (0.32 KM) TO GLENDALE
 DH8486'AVENUE, TURN LEFT AND GO NORTH-NORTHEAST ON GLENDALE AVENUE FOR 0.15
 DH8486'MI (0.24 KM) TO TOWNLINE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON
 DH8486'TOWNLINE ROAD FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.  THE
 DH8486'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8486'SURVEY CONTROL STATION DISK SET IN THE NORTH END OF THE EAST ABUTMENT
 DH8486'OF A BRIDGE ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 11.6 M
 DH8486'(38.1 FT) NORTH OF THE CENTERLINE OF TOWNLINE ROAD AND 16.6 M (54.5
 DH8486'FT) EAST OF A POWERPOLE --18-1W-33.4.4 35/2--. ---NOTE---THIS STATION
 DH8486'IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES IN THE NORTH
 DH8486'EXTENDING TO 50 DEGREES ABOVE THE HORIZON, TREES IN THE NORTHWEST
 DH8486'EXTENDING TO 40 DEGREES ABOVE THE HORIZON AND A POWERPOLE TO THE WEST
 DH8486'EXTENDING TO 50 DEGREES ABOVE THE HORIZON WITH POWERLINES DIRECTLY
 DH8486'ABOVE THE STATION.
 DH8486
 DH8486                          STATION RECOVERY (2010)
 DH8486
 DH8486'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8486'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 16 CM WEST OF THE
 DH8486'EAST END OF THE NORTH HEADWALL OF THE STRUCTURE AND 0.5 M WEST OF A
 DH8486'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8490 ***********************************************************************
 DH8490  DESIGNATION -  3E50
 DH8490  PID         -  DH8490
 DH8490  STATE/COUNTY-  WI/MONROE
 DH8490  COUNTRY     -  US
 DH8490  USGS QUAD   -  TOMAH (2018)
 DH8490
 DH8490                         *CURRENT SURVEY CONTROL
 DH8490  ______________________________________________________________________
 DH8490* NAD 83(1986) POSITION- 43 56 40.7    (N) 090 34 36.1    (W)   HD_HELD2
 DH8490* NAVD 88 ORTHO HEIGHT -   322.010 (meters)     1056.46  (feet) ADJUSTED
 DH8490  ______________________________________________________________________
 DH8490  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 DH8490  DYNAMIC HEIGHT  -        321.940 (meters)     1056.23  (feet) COMP
 DH8490  MODELED GRAVITY -    980,392.6   (mgal)                       NAVD 88
 DH8490
 DH8490  VERT ORDER      -  SECOND    CLASS I
 DH8490
 DH8490.The horizontal coordinates were established by autonomous hand held GPS
 DH8490.observations and have an estimated accuracy of +/- 10 meters.
 DH8490
 DH8490.The orthometric height was determined by differential leveling and
 DH8490.adjusted by the WI DEPT OF TRANSP
 DH8490.in May 2012.
 DH8490
 DH8490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8490.GEOID18 height accuracy estimate available here.
 DH8490
 DH8490.Click photographs - Photos may exist for this station.
 DH8490
 DH8490.The dynamic height is computed by dividing the NAVD 88
 DH8490.geopotential number by the normal gravity value computed on the
 DH8490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8490.degrees latitude (g = 980.6199 gals.).
 DH8490
 DH8490.The modeled gravity was interpolated from observed gravity values.
 DH8490
 DH8490;                    North         East    Units  Estimated Accuracy
 DH8490;SPC WI S     -   216,196.      553,704.      MT  (+/- 10 meters HH2 GPS)
 DH8490
 DH8490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9446968578(NAD 83)
 DH8490
 DH8490                          SUPERSEDED SURVEY CONTROL
 DH8490
 DH8490  NAVD 88 (04/20/07)  321.997  (m)         1056.42   (f) SUPERSEDED  2 1
 DH8490
 DH8490.Superseded values are not recommended for survey control.
 DH8490
 DH8490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8490.See file dsdata.pdf to determine how the superseded data were derived.
 DH8490
 DH8490_MARKER: DD = SURVEY DISK
 DH8490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8490_SP_SET: BRIDGE PARAPET
 DH8490_STAMPING: 3E50 2004
 DH8490_MARK LOGO: WIDT
 DH8490_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8490+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH8490
 DH8490  HISTORY     - Date     Condition        Report By
 DH8490  HISTORY     - 2004     MONUMENTED       WIDT
 DH8490  HISTORY     - 20100914 GOOD             WIDT
 DH8490
 DH8490                          STATION DESCRIPTION
 DH8490
 DH8490'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8490'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8490'LOCATED IN THE INTERSTATE 90 BRIDGE OVER STATE HIGHWAY 16 ABOUT 4 MI
 DH8490'(6.44 KM) WEST-SOUTHWEST OF THE CITY OF TOMAH.  THE STATION IS A
 DH8490'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8490'STATION DISK SET IN THE WEST END OF THE NORTH PARAPET OF A BRIDGE
 DH8490'ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.2 M
 DH8490'(23.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE
 DH8490'90.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8490'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8490
 DH8490                          STATION RECOVERY (2010)
 DH8490
 DH8490'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8490'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS APPROXIMATELY 1 M
 DH8490'ABOVE (NOT BELOW) THE HIGHWAY PAVEMENT AND 0.9 M EAST OF A WHITE
 DH8490'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8489 ***********************************************************************
 DH8489  DESIGNATION -  3E51
 DH8489  PID         -  DH8489
 DH8489  STATE/COUNTY-  WI/MONROE
 DH8489  COUNTRY     -  US
 DH8489  USGS QUAD   -  TOMAH (2018)
 DH8489
 DH8489                         *CURRENT SURVEY CONTROL
 DH8489  ______________________________________________________________________
 DH8489* NAD 83(1986) POSITION- 43 57 02.8    (N) 090 32 35.5    (W)   HD_HELD2
 DH8489* NAVD 88 ORTHO HEIGHT -   300.822 (meters)      986.95  (feet) ADJUSTED
 DH8489  ______________________________________________________________________
 DH8489  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 DH8489  DYNAMIC HEIGHT  -        300.758 (meters)      986.74  (feet) COMP
 DH8489  MODELED GRAVITY -    980,399.8   (mgal)                       NAVD 88
 DH8489
 DH8489  VERT ORDER      -  SECOND    CLASS I
 DH8489
 DH8489.The horizontal coordinates were established by autonomous hand held GPS
 DH8489.observations and have an estimated accuracy of +/- 10 meters.
 DH8489
 DH8489.The orthometric height was determined by differential leveling and
 DH8489.adjusted by the WI DEPT OF TRANSP
 DH8489.in May 2012.
 DH8489
 DH8489.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8489.GEOID18 height accuracy estimate available here.
 DH8489
 DH8489.Click photographs - Photos may exist for this station.
 DH8489
 DH8489.The dynamic height is computed by dividing the NAVD 88
 DH8489.geopotential number by the normal gravity value computed on the
 DH8489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8489.degrees latitude (g = 980.6199 gals.).
 DH8489
 DH8489.The modeled gravity was interpolated from observed gravity values.
 DH8489
 DH8489;                    North         East    Units  Estimated Accuracy
 DH8489;SPC WI S     -   216,860.      556,398.      MT  (+/- 10 meters HH2 GPS)
 DH8489
 DH8489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9713769340(NAD 83)
 DH8489
 DH8489                          SUPERSEDED SURVEY CONTROL
 DH8489
 DH8489  NAVD 88 (04/20/07)  300.809  (m)          986.90   (f) SUPERSEDED  2 1
 DH8489
 DH8489.Superseded values are not recommended for survey control.
 DH8489
 DH8489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8489.See file dsdata.pdf to determine how the superseded data were derived.
 DH8489
 DH8489_MARKER: DD = SURVEY DISK
 DH8489_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8489_SP_SET: BRIDGE ABUTMENT
 DH8489_STAMPING: 3E51 2004
 DH8489_MARK LOGO: WIDT
 DH8489_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8489+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH8489
 DH8489  HISTORY     - Date     Condition        Report By
 DH8489  HISTORY     - 2004     MONUMENTED       WIDT
 DH8489  HISTORY     - 20100914 GOOD             WIDT
 DH8489
 DH8489                          STATION DESCRIPTION
 DH8489
 DH8489'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8489'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8489'STATION FROM THE JUNCTION OF INTERSTATE 90 WITH STATE HIGHWAY 131
 DH8489'ABOUT 1 MI (1.61 KM) SOUTH OF THE CITY OF TOMAH, GO WEST ON INTERSTATE
 DH8489'90 FOR 1.7 MI (2.74 KM) TO THE OVERPASS OVER COUNTY HIGHWAY M,
 DH8489'CONTINUE WEST ON INTERSTATE 90 FOR 0.25 MI (0.4 KM) TO THE STATION ON
 DH8489'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8489'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH
 DH8489'END OF THE WESTERN MOST ABUTMENT OF A BRIDGE ABOUT 2 M (6.6 FT) BELOW
 DH8489'THE HIGHWAY PAVEMENT.  THE STATION IS 12.9 M (42.3 FT) NORTHWEST OF
 DH8489'THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE 90 AND 25.0 M
 DH8489'(82.0 FT) NORTHEAST OF THE NORTHWEST GUARDRAIL.  ---NOTE---THIS
 DH8489'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8489'ABOVE THE HORIZON.
 DH8489
 DH8489                          STATION RECOVERY (2010)
 DH8489
 DH8489'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8489'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M NORTHEAST OF
 DH8489'A WHITE PLASTIC WITNESS POST.  NOTE---THE STATION IS SET IN THE TOP OF
 DH8489'THE NORTHWEST CORNER OF THE STRUCTURE 34 CM BELOW GROUND LEVEL.
 DH8489'CORRECTION TO THE 2004 DESCRIPTION---FROM THE OVERPASS OVER COUNTY
 DH8489'HIGHWAY M, GO WEST ON INTERSTATE HIGHWAY 90 FOR 0.25 MILE TO THE
 DH8489'STATION ON THE RIGHT (NOT LEFT).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8488 ***********************************************************************
 DH8488  DESIGNATION -  3E52
 DH8488  PID         -  DH8488
 DH8488  STATE/COUNTY-  WI/MONROE
 DH8488  COUNTRY     -  US
 DH8488  USGS QUAD   -  TOMAH (2018)
 DH8488
 DH8488                         *CURRENT SURVEY CONTROL
 DH8488  ______________________________________________________________________
 DH8488* NAD 83(1986) POSITION- 43 57 27.4    (N) 090 30 17.6    (W)   HD_HELD2
 DH8488* NAVD 88 ORTHO HEIGHT -   308.240 (meters)     1011.28  (feet) ADJUSTED
 DH8488  ______________________________________________________________________
 DH8488  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 DH8488  DYNAMIC HEIGHT  -        308.177 (meters)     1011.08  (feet) COMP
 DH8488  MODELED GRAVITY -    980,409.2   (mgal)                       NAVD 88
 DH8488
 DH8488  VERT ORDER      -  SECOND    CLASS I
 DH8488
 DH8488.The horizontal coordinates were established by autonomous hand held GPS
 DH8488.observations and have an estimated accuracy of +/- 10 meters.
 DH8488
 DH8488.The orthometric height was determined by differential leveling and
 DH8488.adjusted by the WI DEPT OF TRANSP
 DH8488.in May 2012.
 DH8488
 DH8488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8488.GEOID18 height accuracy estimate available here.
 DH8488
 DH8488.Click photographs - Photos may exist for this station.
 DH8488
 DH8488.The dynamic height is computed by dividing the NAVD 88
 DH8488.geopotential number by the normal gravity value computed on the
 DH8488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8488.degrees latitude (g = 980.6199 gals.).
 DH8488
 DH8488.The modeled gravity was interpolated from observed gravity values.
 DH8488
 DH8488;                    North         East    Units  Estimated Accuracy
 DH8488;SPC WI S     -   217,600.      559,477.      MT  (+/- 10 meters HH2 GPS)
 DH8488
 DH8488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0018870191(NAD 83)
 DH8488
 DH8488                          SUPERSEDED SURVEY CONTROL
 DH8488
 DH8488  NAVD 88 (04/20/07)  308.227  (m)         1011.24   (f) SUPERSEDED  2 1
 DH8488
 DH8488.Superseded values are not recommended for survey control.
 DH8488
 DH8488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8488.See file dsdata.pdf to determine how the superseded data were derived.
 DH8488
 DH8488_MARKER: DD = SURVEY DISK
 DH8488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8488_SP_SET: BRIDGE PARAPET
 DH8488_STAMPING: 3E52 2004
 DH8488_MARK LOGO: WIDT
 DH8488_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8488+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH8488
 DH8488  HISTORY     - Date     Condition        Report By
 DH8488  HISTORY     - 2004     MONUMENTED       WIDT
 DH8488  HISTORY     - 20100907 GOOD             WIDT
 DH8488
 DH8488                          STATION DESCRIPTION
 DH8488
 DH8488'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8488'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8488'LOCATED ON THE OVERPASS OF STATE HIGHWAY 131 OVER INTERSTATE 90 ABOUT
 DH8488'0.5 MI (0.8 KM) SOUTH OF THE CITY OF TOMAH.  THE STATION IS A BRONZE
 DH8488'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8488'DISK SET IN THE NORTH END OF THE WEST PARAPET OF BRIDGE --B-41-117--
 DH8488'ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 5.9 M
 DH8488'(19.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF STATE
 DH8488'HIGHWAY 131 AND 37.1 M (121.7 FT) SOUTH OF THE NORTH END OF THE WEST
 DH8488'GUARDRAIL.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8488'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8488
 DH8488                          STATION RECOVERY (2010)
 DH8488
 DH8488'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8488'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.5 M SOUTHEAST OF
 DH8488'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8485 ***********************************************************************
 DH8485  DESIGNATION -  3E53
 DH8485  PID         -  DH8485
 DH8485  STATE/COUNTY-  WI/MONROE
 DH8485  COUNTRY     -  US
 DH8485  USGS QUAD   -  OAKDALE (2018)
 DH8485
 DH8485                         *CURRENT SURVEY CONTROL
 DH8485  ______________________________________________________________________
 DH8485* NAD 83(1986) POSITION- 43 58 20.5    (N) 090 28 25.7    (W)   HD_HELD2
 DH8485* NAVD 88 ORTHO HEIGHT -   305.333 (meters)     1001.75  (feet) ADJUSTED
 DH8485  ______________________________________________________________________
 DH8485  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 DH8485  DYNAMIC HEIGHT  -        305.273 (meters)     1001.55  (feet) COMP
 DH8485  MODELED GRAVITY -    980,413.2   (mgal)                       NAVD 88
 DH8485
 DH8485  VERT ORDER      -  SECOND    CLASS I
 DH8485
 DH8485.The horizontal coordinates were established by autonomous hand held GPS
 DH8485.observations and have an estimated accuracy of +/- 10 meters.
 DH8485
 DH8485.The orthometric height was determined by differential leveling and
 DH8485.adjusted by the WI DEPT OF TRANSP
 DH8485.in May 2012.
 DH8485
 DH8485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8485.GEOID18 height accuracy estimate available here.
 DH8485
 DH8485.Click photographs - Photos may exist for this station.
 DH8485
 DH8485.The dynamic height is computed by dividing the NAVD 88
 DH8485.geopotential number by the normal gravity value computed on the
 DH8485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8485.degrees latitude (g = 980.6199 gals.).
 DH8485
 DH8485.The modeled gravity was interpolated from observed gravity values.
 DH8485
 DH8485;                    North         East    Units  Estimated Accuracy
 DH8485;SPC WI S     -   219,224.      561,981.      MT  (+/- 10 meters HH2 GPS)
 DH8485
 DH8485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0263171905(NAD 83)
 DH8485
 DH8485                          SUPERSEDED SURVEY CONTROL
 DH8485
 DH8485  NAVD 88 (04/20/07)  305.320  (m)         1001.70   (f) SUPERSEDED  2 1
 DH8485
 DH8485.Superseded values are not recommended for survey control.
 DH8485
 DH8485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8485.See file dsdata.pdf to determine how the superseded data were derived.
 DH8485
 DH8485_MARKER: DD = SURVEY DISK
 DH8485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8485_SP_SET: BRIDGE PARAPET
 DH8485_STAMPING: 3E53 2004
 DH8485_MARK LOGO: WIDT
 DH8485_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8485+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2010
 DH8485
 DH8485  HISTORY     - Date     Condition        Report By
 DH8485  HISTORY     - 2004     MONUMENTED       WIDT
 DH8485  HISTORY     - 20100907 GOOD             WIDT
 DH8485
 DH8485                          STATION DESCRIPTION
 DH8485
 DH8485'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8485'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8485'LOCATED ON THE OVERPASS OF INTERSTATE 90 OVER US HIGHWAY 12 AND STATE
 DH8485'HIGHWAY 16 ABOUT 1 MI (1.61 KM) EAST OF THE CITY OF TOMAH.  THE
 DH8485'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8485'SURVEY CONTROL STATION DISK SET IN THE WEST END OF THE NORTH PARAPET
 DH8485'OF A BRIDGE ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DH8485'STATION IS 7.1 M (23.3 FT) NORTH OF THE CENTERLINE OF TWO WESTBOUND
 DH8485'LANES OF INTERSTATE 90.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8485'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8485
 DH8485                          STATION RECOVERY (2010)
 DH8485
 DH8485'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8485'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.3 M SOUTH OF A
 DH8485'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8484 ***********************************************************************
 DH8484  DESIGNATION -  3E54
 DH8484  PID         -  DH8484
 DH8484  STATE/COUNTY-  WI/MONROE
 DH8484  COUNTRY     -  US
 DH8484  USGS QUAD   -  OAKDALE (2018)
 DH8484
 DH8484                         *CURRENT SURVEY CONTROL
 DH8484  ______________________________________________________________________
 DH8484* NAD 83(1986) POSITION- 43 58 21.6    (N) 090 27 37.9    (W)   HD_HELD2
 DH8484* NAVD 88 ORTHO HEIGHT -   293.006 (meters)      961.30  (feet) ADJUSTED
 DH8484  ______________________________________________________________________
 DH8484  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 DH8484  DYNAMIC HEIGHT  -        292.949 (meters)      961.12  (feet) COMP
 DH8484  MODELED GRAVITY -    980,416.1   (mgal)                       NAVD 88
 DH8484
 DH8484  VERT ORDER      -  SECOND    CLASS I
 DH8484
 DH8484.The horizontal coordinates were established by autonomous hand held GPS
 DH8484.observations and have an estimated accuracy of +/- 10 meters.
 DH8484
 DH8484.The orthometric height was determined by differential leveling and
 DH8484.adjusted by the WI DEPT OF TRANSP
 DH8484.in May 2012.
 DH8484
 DH8484.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8484.GEOID18 height accuracy estimate available here.
 DH8484
 DH8484.Click photographs - Photos may exist for this station.
 DH8484
 DH8484.The dynamic height is computed by dividing the NAVD 88
 DH8484.geopotential number by the normal gravity value computed on the
 DH8484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8484.degrees latitude (g = 980.6199 gals.).
 DH8484
 DH8484.The modeled gravity was interpolated from observed gravity values.
 DH8484
 DH8484;                    North         East    Units  Estimated Accuracy
 DH8484;SPC WI S     -   219,252.      563,047.      MT  (+/- 10 meters HH2 GPS)
 DH8484
 DH8484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0369571972(NAD 83)
 DH8484
 DH8484                          SUPERSEDED SURVEY CONTROL
 DH8484
 DH8484  NAVD 88 (04/20/07)  292.994  (m)          961.26   (f) SUPERSEDED  2 1
 DH8484
 DH8484.Superseded values are not recommended for survey control.
 DH8484
 DH8484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8484.See file dsdata.pdf to determine how the superseded data were derived.
 DH8484
 DH8484_MARKER: DD = SURVEY DISK
 DH8484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8484_SP_SET: BRIDGE WINGWALL
 DH8484_STAMPING: 3E54 2004
 DH8484_MARK LOGO: WIDT
 DH8484_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8484+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH8484
 DH8484  HISTORY     - Date     Condition        Report By
 DH8484  HISTORY     - 2004     MONUMENTED       WIDT
 DH8484  HISTORY     - 20100914 GOOD             WIDT
 DH8484
 DH8484                          STATION DESCRIPTION
 DH8484
 DH8484'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8484'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8484'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH US HIGHWAY 12
 DH8484'AND STATE HIGHWAY 16 ABOUT 1 MI (1.61 KM) EAST OF THE CITY OF TOMAH,
 DH8484'GO EAST ON US HIGHWAY 12 AND STATE HIGHWAY 16 FOR 0.6 MI (0.97 KM) TO
 DH8484'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH8484'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8484'NORTHEAST WINGWALL OF A BRIDGE ABOUT 2 M (6.6 FT) BELOW THE HIGHWAY
 DH8484'PAVEMENT.  THE STATION IS 8.6 M (28.2 FT) NORTH OF THE CENTERLINE OF
 DH8484'US HIGHWAY 12 AND STATE HIGHWAY 16.  ---NOTE---THIS STATION HAS NO
 DH8484'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8484'HORIZON.
 DH8484
 DH8484                          STATION RECOVERY (2010)
 DH8484
 DH8484'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8484'RECOVERED IN GOOD CONDITION.  THE STATION IS SET 15 CM WEST OF THE
 DH8484'EAST END OF THE NORTH HEADWALL OF STRUCTURE --B-41-208-97--, 2.7 M
 DH8484'NORTH OF A METAL GUARD RAIL, AND 0.2 M WEST OF A WHITE PLASTIC WITNESS
 DH8484'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8483 ***********************************************************************
 DH8483  DESIGNATION -  3E55
 DH8483  PID         -  DH8483
 DH8483  STATE/COUNTY-  WI/MONROE
 DH8483  COUNTRY     -  US
 DH8483  USGS QUAD   -  OAKDALE (2018)
 DH8483
 DH8483                         *CURRENT SURVEY CONTROL
 DH8483  ______________________________________________________________________
 DH8483* NAD 83(1986) POSITION- 43 58 22.2    (N) 090 25 26.4    (W)   HD_HELD2
 DH8483* NAVD 88 ORTHO HEIGHT -   299.271 (meters)      981.86  (feet) ADJUSTED
 DH8483  ______________________________________________________________________
 DH8483  GEOID HEIGHT    -        -34.089 (meters)                     GEOID18
 DH8483  DYNAMIC HEIGHT  -        299.213 (meters)      981.67  (feet) COMP
 DH8483  MODELED GRAVITY -    980,416.4   (mgal)                       NAVD 88
 DH8483
 DH8483  VERT ORDER      -  SECOND    CLASS I
 DH8483
 DH8483.The horizontal coordinates were established by autonomous hand held GPS
 DH8483.observations and have an estimated accuracy of +/- 10 meters.
 DH8483
 DH8483.The orthometric height was determined by differential leveling and
 DH8483.adjusted by the WI DEPT OF TRANSP
 DH8483.in May 2012.
 DH8483
 DH8483.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8483.GEOID18 height accuracy estimate available here.
 DH8483
 DH8483.Click photographs - Photos may exist for this station.
 DH8483
 DH8483.The dynamic height is computed by dividing the NAVD 88
 DH8483.geopotential number by the normal gravity value computed on the
 DH8483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8483.degrees latitude (g = 980.6199 gals.).
 DH8483
 DH8483.The modeled gravity was interpolated from observed gravity values.
 DH8483
 DH8483;                    North         East    Units  Estimated Accuracy
 DH8483;SPC WI S     -   219,255.      565,978.      MT  (+/- 10 meters HH2 GPS)
 DH8483
 DH8483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0662572081(NAD 83)
 DH8483
 DH8483                          SUPERSEDED SURVEY CONTROL
 DH8483
 DH8483  NAVD 88 (04/20/07)  299.258  (m)          981.82   (f) SUPERSEDED  2 1
 DH8483
 DH8483.Superseded values are not recommended for survey control.
 DH8483
 DH8483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8483.See file dsdata.pdf to determine how the superseded data were derived.
 DH8483
 DH8483_MARKER: DD = SURVEY DISK
 DH8483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8483_SP_SET: BRIDGE PARAPET
 DH8483_STAMPING: 3E55 2004
 DH8483_MARK LOGO: WIDT
 DH8483_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8483+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH8483
 DH8483  HISTORY     - Date     Condition        Report By
 DH8483  HISTORY     - 2004     MONUMENTED       WIDT
 DH8483  HISTORY     - 20100914 GOOD             WIDT
 DH8483
 DH8483                          STATION DESCRIPTION
 DH8483
 DH8483'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8483'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8483'STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE HIGHWAY 16 WITH
 DH8483'COUNTY HIGHWAY NORTH NORTH ABOUT 4 MI (6.44 KM) EAST OF THE CITY OF
 DH8483'TOMAH, GO WESTERLY ON US HIGHWAY 12 AND STATE HIGHWAY 16 FOR 0.95 MI
 DH8483'(1.53 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8483'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8483'DISK SET IN THE WEST END OF THE NORTH PARAPET OF A BRIDGE ABOUT 1 M
 DH8483'(3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 6.4 M (21.0 FT)
 DH8483'NORTH OF THE CENTERLINE OF US HIGHWAY 12 AND STATE HIGHWAY 16.
 DH8483'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8483'THAN 20 DEGREES ABOVE THE HORIZON.
 DH8483
 DH8483                          STATION RECOVERY (2010)
 DH8483
 DH8483'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8483'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.6 M EAST OF A
 DH8483'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8482 ***********************************************************************
 DH8482  DESIGNATION -  3E56
 DH8482  PID         -  DH8482
 DH8482  STATE/COUNTY-  WI/MONROE
 DH8482  COUNTRY     -  US
 DH8482  USGS QUAD   -  OAKDALE (2018)
 DH8482
 DH8482                         *CURRENT SURVEY CONTROL
 DH8482  ______________________________________________________________________
 DH8482* NAD 83(1986) POSITION- 43 57 46.6    (N) 090 23 21.5    (W)   HD_HELD2
 DH8482* NAVD 88 ORTHO HEIGHT -   286.660 (meters)      940.48  (feet) ADJUSTED
 DH8482  ______________________________________________________________________
 DH8482  GEOID HEIGHT    -        -34.185 (meters)                     GEOID18
 DH8482  DYNAMIC HEIGHT  -        286.603 (meters)      940.30  (feet) COMP
 DH8482  MODELED GRAVITY -    980,413.3   (mgal)                       NAVD 88
 DH8482
 DH8482  VERT ORDER      -  SECOND    CLASS I
 DH8482
 DH8482.The horizontal coordinates were established by autonomous hand held GPS
 DH8482.observations and have an estimated accuracy of +/- 10 meters.
 DH8482
 DH8482.The orthometric height was determined by differential leveling and
 DH8482.adjusted by the WI DEPT OF TRANSP
 DH8482.in May 2012.
 DH8482
 DH8482.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8482.GEOID18 height accuracy estimate available here.
 DH8482
 DH8482.Click photographs - Photos may exist for this station.
 DH8482
 DH8482.The dynamic height is computed by dividing the NAVD 88
 DH8482.geopotential number by the normal gravity value computed on the
 DH8482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8482.degrees latitude (g = 980.6199 gals.).
 DH8482
 DH8482.The modeled gravity was interpolated from observed gravity values.
 DH8482
 DH8482;                    North         East    Units  Estimated Accuracy
 DH8482;SPC WI S     -   218,143.      568,757.      MT  (+/- 10 meters HH2 GPS)
 DH8482
 DH8482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0944371070(NAD 83)
 DH8482
 DH8482                          SUPERSEDED SURVEY CONTROL
 DH8482
 DH8482  NAVD 88 (04/20/07)  286.647  (m)          940.44   (f) SUPERSEDED  2 1
 DH8482
 DH8482.Superseded values are not recommended for survey control.
 DH8482
 DH8482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8482.See file dsdata.pdf to determine how the superseded data were derived.
 DH8482
 DH8482_MARKER: DD = SURVEY DISK
 DH8482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8482_SP_SET: BRIDGE WINGWALL
 DH8482_STAMPING: 3E56 2004
 DH8482_MARK LOGO: WIDT
 DH8482_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8482+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH8482
 DH8482  HISTORY     - Date     Condition        Report By
 DH8482  HISTORY     - 2004     MONUMENTED       WIDT
 DH8482  HISTORY     - 20100914 GOOD             WIDT
 DH8482
 DH8482                          STATION DESCRIPTION
 DH8482
 DH8482'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8482'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8482'STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE HIGHWAY 16 AND
 DH8482'COUNTY HIGHWAY NORTH SOUTH WITH COUNTY HIGHWAY NORTH NORTH ABOUT 4 MI
 DH8482'(6.44 KM) EAST OF THE CITY OF TOMAH, GO EAST-SOUTHEAST ON US HIGHWAY
 DH8482'12 AND STATE HIGHWAY 16 AND COUNTY HIGHWAY NORTH SOUTH FOR 0.9 MI
 DH8482'(1.45 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8482'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8482'DISK SET IN THE NORTHWEST WINGWALL OF A BRIDGE ABOUT 1 M (3.3 FT)
 DH8482'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.4 M (27.6 FT) NORTH OF
 DH8482'THE CENTERLINE OF US HIGHWAY 12, STATE HIGHWAY 16 AND COUNTY HIGHWAY
 DH8482'NORTH SOUTH AND 19.6 M (64.3 FT) EAST OF THE WEST END OF THE NORTH
 DH8482'GUARDRAIL.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8482'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8482
 DH8482                          STATION RECOVERY (2010)
 DH8482
 DH8482'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8482'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.5 MILE NORTHWEST
 DH8482'OF COUNTY HIGHWAY PP NORTH AND COUNTY HIGHWAY N SOUTH IN THE VILLAGE
 DH8482'OF OAKDALE, 30 CM SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 DH8482'HEADWALL OF STRUCTURE --B-41-193-92, AND 0.5 M SOUTHEAST OF A WHITE
 DH8482'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8481 ***********************************************************************
 DH8481  DESIGNATION -  3E57
 DH8481  PID         -  DH8481
 DH8481  STATE/COUNTY-  WI/MONROE
 DH8481  COUNTRY     -  US
 DH8481  USGS QUAD   -  CAMP DOUGLAS (2018)
 DH8481
 DH8481                         *CURRENT SURVEY CONTROL
 DH8481  ______________________________________________________________________
 DH8481* NAD 83(1986) POSITION- 43 57 20.4    (N) 090 22 03.8    (W)   HD_HELD2
 DH8481* NAVD 88 ORTHO HEIGHT -   282.284 (meters)      926.13  (feet) ADJUSTED
 DH8481  ______________________________________________________________________
 DH8481  GEOID HEIGHT    -        -34.250 (meters)                     GEOID18
 DH8481  DYNAMIC HEIGHT  -        282.228 (meters)      925.94  (feet) COMP
 DH8481  MODELED GRAVITY -    980,411.4   (mgal)                       NAVD 88
 DH8481
 DH8481  VERT ORDER      -  SECOND    CLASS I
 DH8481
 DH8481.The horizontal coordinates were established by autonomous hand held GPS
 DH8481.observations and have an estimated accuracy of +/- 10 meters.
 DH8481
 DH8481.The orthometric height was determined by differential leveling and
 DH8481.adjusted by the WI DEPT OF TRANSP
 DH8481.in May 2012.
 DH8481
 DH8481.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8481.GEOID18 height accuracy estimate available here.
 DH8481
 DH8481.Click photographs - Photos may exist for this station.
 DH8481
 DH8481.The dynamic height is computed by dividing the NAVD 88
 DH8481.geopotential number by the normal gravity value computed on the
 DH8481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8481.degrees latitude (g = 980.6199 gals.).
 DH8481
 DH8481.The modeled gravity was interpolated from observed gravity values.
 DH8481
 DH8481;                    North         East    Units  Estimated Accuracy
 DH8481;SPC WI S     -   217,326.      570,485.      MT  (+/- 10 meters HH2 GPS)
 DH8481
 DH8481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1120070317(NAD 83)
 DH8481
 DH8481                          SUPERSEDED SURVEY CONTROL
 DH8481
 DH8481  NAVD 88 (04/20/07)  282.272  (m)          926.09   (f) SUPERSEDED  2 1
 DH8481
 DH8481.Superseded values are not recommended for survey control.
 DH8481
 DH8481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8481.See file dsdata.pdf to determine how the superseded data were derived.
 DH8481
 DH8481_MARKER: DD = SURVEY DISK
 DH8481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8481_SP_SET: BOX CULVERT
 DH8481_STAMPING: 3E57 2004
 DH8481_MARK LOGO: WIDT
 DH8481_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8481+STABILITY: SURFACE MOTION
 DH8481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8481+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH8481
 DH8481  HISTORY     - Date     Condition        Report By
 DH8481  HISTORY     - 2004     MONUMENTED       WIDT
 DH8481  HISTORY     - 20100914 GOOD             WIDT
 DH8481
 DH8481                          STATION DESCRIPTION
 DH8481
 DH8481'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8481'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8481'STATION FROM THE JUNCTION OF US HIGHWAY 12, STATE HIGHWAY 16 AND
 DH8481'COUNTY HIGHWAY NORTH NORTH (BADGER DRIVE) WITH COUNTY HIGHWAY PP AND
 DH8481'COUNTY HIGHWAY NORTH SOUTH (OAKWOOD STREET) ABOUT 6 MI (9.66 KM) EAST
 DH8481'OF THE CITY OF TOMAH, GO EAST-SOUTHEAST ON US HIGHWAY 12 AND STATE
 DH8481'HIGHWAY 16 (BADGER DRIVE) FOR 0.7 MI (1.13 KM) TO THE STATION ON THE
 DH8481'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8481'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTHWEST END OF THE
 DH8481'BOX CULVERT ABOUT 2 M (6.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8481'STATION IS 12.2 M (40.0 FT) NORTH OF THE CENTERLINE OF US HIGHWAY 12
 DH8481'AND STATE HIGHWAY 16 AND 21 M (68.9 FT) WEST OF THE CENTERLINE OF A
 DH8481'FIELD ENTRANCE.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8481'OBSERVATIONS DUE TO THE POWER POLE TO THE NORTHWEST EXTENDING TO 80
 DH8481'DEGREES ABOVE THE HORIZON.
 DH8481
 DH8481                          STATION RECOVERY (2010)
 DH8481
 DH8481'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8481'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS SET IN THE
 DH8481'SOUTHEAST END OF THE STRUCTURE, 16 CM SOUTHWEST OF THE NORTHEAST END
 DH8481'AND 46 CM NORTHWEST OF THE SOUTHEAST SIDE OF THE STRUCTURE AND 0.9 M
 DH8481'NORTHWEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8480 ***********************************************************************
 DH8480  DESIGNATION -  3E59
 DH8480  PID         -  DH8480
 DH8480  STATE/COUNTY-  WI/MONROE
 DH8480  COUNTRY     -  US
 DH8480  USGS QUAD   -  CAMP DOUGLAS (2018)
 DH8480
 DH8480                         *CURRENT SURVEY CONTROL
 DH8480  ______________________________________________________________________
 DH8480* NAD 83(1986) POSITION- 43 56 43.3    (N) 090 20 15.0    (W)   HD_HELD2
 DH8480* NAVD 88 ORTHO HEIGHT -   286.444 (meters)      939.78  (feet) ADJUSTED
 DH8480  ______________________________________________________________________
 DH8480  GEOID HEIGHT    -        -34.348 (meters)                     GEOID18
 DH8480  DYNAMIC HEIGHT  -        286.385 (meters)      939.58  (feet) COMP
 DH8480  MODELED GRAVITY -    980,407.8   (mgal)                       NAVD 88
 DH8480
 DH8480  VERT ORDER      -  SECOND    CLASS I
 DH8480
 DH8480.The horizontal coordinates were established by autonomous hand held GPS
 DH8480.observations and have an estimated accuracy of +/- 10 meters.
 DH8480
 DH8480.The orthometric height was determined by differential leveling and
 DH8480.adjusted by the WI DEPT OF TRANSP
 DH8480.in May 2012.
 DH8480
 DH8480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8480.GEOID18 height accuracy estimate available here.
 DH8480
 DH8480.Click photographs - Photos may exist for this station.
 DH8480
 DH8480.The dynamic height is computed by dividing the NAVD 88
 DH8480.geopotential number by the normal gravity value computed on the
 DH8480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8480.degrees latitude (g = 980.6199 gals.).
 DH8480
 DH8480.The modeled gravity was interpolated from observed gravity values.
 DH8480
 DH8480;                    North         East    Units  Estimated Accuracy
 DH8480;SPC WI S     -   216,171.      572,906.      MT  (+/- 10 meters HH2 GPS)
 DH8480
 DH8480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1366269250(NAD 83)
 DH8480
 DH8480                          SUPERSEDED SURVEY CONTROL
 DH8480
 DH8480  NAVD 88 (04/20/07)  286.432  (m)          939.74   (f) SUPERSEDED  2 1
 DH8480
 DH8480.Superseded values are not recommended for survey control.
 DH8480
 DH8480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8480.See file dsdata.pdf to determine how the superseded data were derived.
 DH8480
 DH8480_MARKER: DD = SURVEY DISK
 DH8480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8480_STAMPING: 3E59 2004
 DH8480_MARK LOGO: WIDT
 DH8480_PROJECTION: FLUSH
 DH8480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8480+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 DH8480
 DH8480  HISTORY     - Date     Condition        Report By
 DH8480  HISTORY     - 2004     MONUMENTED       WIDT
 DH8480  HISTORY     - 20100914 GOOD             WIDT
 DH8480
 DH8480                          STATION DESCRIPTION
 DH8480
 DH8480'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8480'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8480'STATION FROM THE JUNCTION OF US HIGHWAY 12, STATE HIGHWAY 16 AND
 DH8480'COUNTY HIGHWAY NORTH NORTH (BADGER DRIVE) WITH COUNTY HIGHWAY PP AND
 DH8480'COUNTY HIGHWAY NORTH SOUTH (OAKWOOD STREET) ABOUT 6 MI (9.66 KM) EAST
 DH8480'OF THE CITY OF TOMAH, GO EAST-SOUTHEAST ON US HIGHWAY 12 AND STATE
 DH8480'HIGHWAY 16 FOR 1.8 MI (2.9 KM) TO GROVER ROAD ON THE LEFT, CONTINUE
 DH8480'EAST-SOUTHEAST ON US HIGHWAY 12 AND STATE HIGHWAY 16 FOR 0.5 MI (0.8
 DH8480'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8480'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8480'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH8480'HIGHWAY PAVEMENT.  THE STATION IS 16.1 M (52.8 FT) SOUTH OF THE
 DH8480'CENTERLINE OF US HIGHWAY 12 AND STATE HIGHWAY 16, 15 M (49.2 FT) WEST
 DH8480'OF CENTERLINE OF HUDSON ROAD, 14.3 M (46.9 FT) NORTHWEST OF A WOOD
 DH8480'POST FOR A --STOP AND RAILROAD CROSSING-- SIGN, 13.0 M (42.7 FT) NORTH
 DH8480'OF THE NORTHRAIL OF THE RAILROAD TRACKS, 1.0 M (3.3 FT) NORTH OF A
 DH8480'WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE
 DH8480'PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC
 DH8480'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8480'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH8480
 DH8480                          STATION RECOVERY (2010)
 DH8480
 DH8480'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8627 ***********************************************************************
 DH8627  DESIGNATION -  3G01
 DH8627  PID         -  DH8627
 DH8627  STATE/COUNTY-  WI/MARQUETTE
 DH8627  COUNTRY     -  US
 DH8627  USGS QUAD   -  WESTFIELD WEST (2018)
 DH8627
 DH8627                         *CURRENT SURVEY CONTROL
 DH8627  ______________________________________________________________________
 DH8627* NAD 83(1986) POSITION- 43 52 32.8    (N) 089 34 05.5    (W)   HD_HELD2
 DH8627* NAVD 88 ORTHO HEIGHT -   296.554 (meters)      972.94  (feet) ADJUSTED
 DH8627  ______________________________________________________________________
 DH8627  GEOID HEIGHT    -        -35.843 (meters)                     GEOID18
 DH8627  DYNAMIC HEIGHT  -        296.487 (meters)      972.72  (feet) COMP
 DH8627  MODELED GRAVITY -    980,388.2   (mgal)                       NAVD 88
 DH8627
 DH8627  VERT ORDER      -  SECOND    CLASS I
 DH8627
 DH8627.The horizontal coordinates were established by autonomous hand held GPS
 DH8627.observations and have an estimated accuracy of +/- 10 meters.
 DH8627
 DH8627.The orthometric height was determined by differential leveling and
 DH8627.adjusted by the WI DEPT OF TRANSP
 DH8627.in May 2012.
 DH8627
 DH8627.No vertical observational check was made to the station.
 DH8627
 DH8627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8627.GEOID18 height accuracy estimate available here.
 DH8627
 DH8627.Click photographs - Photos may exist for this station.
 DH8627
 DH8627.The dynamic height is computed by dividing the NAVD 88
 DH8627.geopotential number by the normal gravity value computed on the
 DH8627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8627.degrees latitude (g = 980.6199 gals.).
 DH8627
 DH8627.The modeled gravity was interpolated from observed gravity values.
 DH8627
 DH8627;                    North         East    Units  Estimated Accuracy
 DH8627;SPC WI S     -   208,475.      634,704.      MT  (+/- 10 meters HH2 GPS)
 DH8627
 DH8627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9366561282(NAD 83)
 DH8627
 DH8627                          SUPERSEDED SURVEY CONTROL
 DH8627
 DH8627  NAVD 88 (04/20/07)  296.534  (m)          972.88   (f) SUPERSEDED  2 1
 DH8627
 DH8627.Superseded values are not recommended for survey control.
 DH8627
 DH8627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8627.See file dsdata.pdf to determine how the superseded data were derived.
 DH8627
 DH8627_MARKER: DD = SURVEY DISK
 DH8627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8627_STAMPING: 3G01 2004
 DH8627_MARK LOGO: WIDT
 DH8627_PROJECTION: FLUSH
 DH8627_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8627+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DH8627
 DH8627  HISTORY     - Date     Condition        Report By
 DH8627  HISTORY     - 2004     MONUMENTED       WIDT
 DH8627  HISTORY     - 20100519 GOOD             WIDT
 DH8627
 DH8627                          STATION DESCRIPTION
 DH8627
 DH8627'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8627'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8627'OF COUNTY HIGHWAY EAST WITH COUNTY HIGHWAY A SOUTH ABOUT 3 MI (4.83
 DH8627'KM) WEST OF THE VILLAGE OF WESTFIELD, GO WEST ON COUNTY HIGHWAY EAST
 DH8627'FOR 0.25 MI (0.4 KM) TO 3RD AVENUE ON THE RIGHT, CONTINUE WEST ON
 DH8627'COUNTY HIGHWAY EAST FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DH8627'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8627'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8627'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DH8627'THE STATION IS 8.9 M (29.2 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DH8627'HIGHWAY E, 34.3 M (112.5 FT) SOUTHEAST OF A POWERPOLE, 30.8 M (101.0
 DH8627'FT) SOUTHWEST OF A POWERPOLE, 13.0 M (42.7 FT) NORTH OF AN ELECTRIC
 DH8627'FENCE, AND 1.0 M (3.3 FT) EAST AND WEST OF TWO WHITE PLASTIC WITNESS
 DH8627'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8627'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8627
 DH8627                          STATION RECOVERY (2010)
 DH8627
 DH8627'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8627'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 17.1 M WEST OF AN
 DH8627'ORANGE CARSONITE --GTE UNDERGROUND CABLE-- WARNING POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8539 ***********************************************************************
 DH8539  DESIGNATION -  3G02
 DH8539  PID         -  DH8539
 DH8539  STATE/COUNTY-  WI/COLUMBIA
 DH8539  COUNTRY     -  US
 DH8539  USGS QUAD   -  PORTAGE (2018)
 DH8539
 DH8539                         *CURRENT SURVEY CONTROL
 DH8539  ______________________________________________________________________
 DH8539* NAD 83(1986) POSITION- 43 30 33.1    (N) 089 24 46.4    (W)   HD_HELD2
 DH8539* NAVD 88 ORTHO HEIGHT -   241.436 (meters)      792.11  (feet) ADJUSTED
 DH8539  ______________________________________________________________________
 DH8539  GEOID HEIGHT    -        -35.459 (meters)                     GEOID18
 DH8539  DYNAMIC HEIGHT  -        241.377 (meters)      791.92  (feet) COMP
 DH8539  MODELED GRAVITY -    980,370.5   (mgal)                       NAVD 88
 DH8539
 DH8539  VERT ORDER      -  SECOND    CLASS I
 DH8539
 DH8539.The horizontal coordinates were established by autonomous hand held GPS
 DH8539.observations and have an estimated accuracy of +/- 10 meters.
 DH8539
 DH8539.The orthometric height was determined by differential leveling and
 DH8539.adjusted by the WI DEPT OF TRANSP
 DH8539.in May 2012.
 DH8539
 DH8539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8539.GEOID18 height accuracy estimate available here.
 DH8539
 DH8539.Click photographs - Photos may exist for this station.
 DH8539
 DH8539.The dynamic height is computed by dividing the NAVD 88
 DH8539.geopotential number by the normal gravity value computed on the
 DH8539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8539.degrees latitude (g = 980.6199 gals.).
 DH8539
 DH8539.The modeled gravity was interpolated from observed gravity values.
 DH8539
 DH8539;                    North         East    Units  Estimated Accuracy
 DH8539;SPC WI S     -   167,825.      647,473.      MT  (+/- 10 meters HH2 GPS)
 DH8539
 DH8539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0495820190(NAD 83)
 DH8539
 DH8539                          SUPERSEDED SURVEY CONTROL
 DH8539
 DH8539  NAVD 88 (04/20/07)  241.415  (m)          792.04   (f) SUPERSEDED  2 1
 DH8539
 DH8539.Superseded values are not recommended for survey control.
 DH8539
 DH8539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8539.See file dsdata.pdf to determine how the superseded data were derived.
 DH8539
 DH8539_MARKER: DD = SURVEY DISK
 DH8539_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8539_SP_SET: BRIDGE ABUTMENT
 DH8539_STAMPING: 3G02 2004
 DH8539_MARK LOGO: WIDT
 DH8539_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8539+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DH8539
 DH8539  HISTORY     - Date     Condition        Report By
 DH8539  HISTORY     - 2004     MONUMENTED       WIDT
 DH8539  HISTORY     - 20080507 GOOD             WIDT
 DH8539
 DH8539                          STATION DESCRIPTION
 DH8539
 DH8539'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8539'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8539'STATION FROM THE JUNCTION OF US HIGHWAY 51 AND STATE HIGHWAY 16 WEST
 DH8539'WITH STATE HIGHWAY 16 EAST ABOUT 7 MI (11.27 KM) NORTH OF THE VILLAGE
 DH8539'OF POYNETTE, GO NORTH ON US HIGHWAY 51 AND STATE HIGHWAY 16 WEST FOR
 DH8539'1.1 MI (1.77 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8539'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8539'DISK SET IN THE NORTHEAST END OF THE NORTH ABUTMENT OF BRIDGE
 DH8539'--B-11-94-89-- ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DH8539'STATION IS 10.8 M (35.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF US
 DH8539'HIGHWAY 51 AND 1.8 M (5.9 FT) WEST-NORTHWEST OF A METAL POST FOR A
 DH8539'--DUCK CREEK-- SIGN.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8539'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8539
 DH8539                          STATION RECOVERY (2008)
 DH8539
 DH8539'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8539'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 2004 DESCRIPTION-- THE
 DH8539'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8539'SURVEY CONTROL STATION DISK SET IN THE SOUTHEAST END OF THE NORTHEAST
 DH8539'BRIDGE PARAPET OVER THE NORTHEAST END OF THE SOUTH (NOT NORTH)
 DH8539'ABUTMENT.
 DH8539'ADD-- THE STATION IS 0.49 MILE SOUTHEAST OF COUNTY HIGHWAY P, 1.0 M
 DH8539'SOUTHEAST OF A BRIDGE EXPANSION JOINT, AND 1.3 M NORTHWEST OF A WHITE
 DH8539'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8538 ***********************************************************************
 DH8538  DESIGNATION -  3G03
 DH8538  PID         -  DH8538
 DH8538  STATE/COUNTY-  WI/COLUMBIA
 DH8538  COUNTRY     -  US
 DH8538  USGS QUAD   -  PORTAGE (2018)
 DH8538
 DH8538                         *CURRENT SURVEY CONTROL
 DH8538  ______________________________________________________________________
 DH8538* NAD 83(1986) POSITION- 43 31 09.1    (N) 089 23 48.8    (W)   HD_HELD2
 DH8538* NAVD 88 ORTHO HEIGHT -   246.457 (meters)      808.58  (feet) ADJUSTED
 DH8538  ______________________________________________________________________
 DH8538  GEOID HEIGHT    -        -35.499 (meters)                     GEOID18
 DH8538  DYNAMIC HEIGHT  -        246.396 (meters)      808.38  (feet) COMP
 DH8538  MODELED GRAVITY -    980,368.4   (mgal)                       NAVD 88
 DH8538
 DH8538  VERT ORDER      -  SECOND    CLASS I
 DH8538
 DH8538.The horizontal coordinates were established by autonomous hand held GPS
 DH8538.observations and have an estimated accuracy of +/- 10 meters.
 DH8538
 DH8538.The orthometric height was determined by differential leveling and
 DH8538.adjusted by the WI DEPT OF TRANSP
 DH8538.in May 2012.
 DH8538
 DH8538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8538.GEOID18 height accuracy estimate available here.
 DH8538
 DH8538.Click photographs - Photos may exist for this station.
 DH8538
 DH8538.The dynamic height is computed by dividing the NAVD 88
 DH8538.geopotential number by the normal gravity value computed on the
 DH8538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8538.degrees latitude (g = 980.6199 gals.).
 DH8538
 DH8538.The modeled gravity was interpolated from observed gravity values.
 DH8538
 DH8538;                    North         East    Units  Estimated Accuracy
 DH8538;SPC WI S     -   168,945.      648,759.      MT  (+/- 10 meters HH2 GPS)
 DH8538
 DH8538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0628321264(NAD 83)
 DH8538
 DH8538                          SUPERSEDED SURVEY CONTROL
 DH8538
 DH8538  NAVD 88 (04/20/07)  246.436  (m)          808.52   (f) SUPERSEDED  2 1
 DH8538
 DH8538.Superseded values are not recommended for survey control.
 DH8538
 DH8538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8538.See file dsdata.pdf to determine how the superseded data were derived.
 DH8538
 DH8538_MARKER: DD = SURVEY DISK
 DH8538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8538_STAMPING: 3G03 2004
 DH8538_MARK LOGO: WIDT
 DH8538_PROJECTION: FLUSH
 DH8538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8538+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DH8538
 DH8538  HISTORY     - Date     Condition        Report By
 DH8538  HISTORY     - 2004     MONUMENTED       WIDT
 DH8538  HISTORY     - 20080427 GOOD             WIDT
 DH8538
 DH8538                          STATION DESCRIPTION
 DH8538
 DH8538'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8538'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8538'US HIGHWAY 51 WITH COUNTY HIGHWAY P ABOUT 1 MI (1.61 KM) SOUTHEAST OF
 DH8538'THE CITY OF PORTAGE, GO NORTHEAST ON COUNTY HIGHWAY P FOR 1.2 MI (1.93
 DH8538'KM) TO HUNTER DRIVE ON THE LEFT AND THE STATION ON THE LEFT.   THE
 DH8538'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8538'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8538'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8538'14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY P, 28.0 M
 DH8538'(91.9 FT) WEST OF THE CENTERLINE OF HUNTER DRIVE, 1.0 M (3.3 FT)
 DH8538'NORTH, SOUTHWEST, AND SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DH8538'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8538'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8538
 DH8538                          STATION RECOVERY (2008)
 DH8538
 DH8538'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8536 ***********************************************************************
 DH8536  DESIGNATION -  3G04
 DH8536  PID         -  DH8536
 DH8536  STATE/COUNTY-  WI/COLUMBIA
 DH8536  COUNTRY     -  US
 DH8536  USGS QUAD   -  PARDEEVILLE (2018)
 DH8536
 DH8536                         *CURRENT SURVEY CONTROL
 DH8536  ______________________________________________________________________
 DH8536* NAD 83(1986) POSITION- 43 32 01.9    (N) 089 19 38.4    (W)   HD_HELD2
 DH8536* NAVD 88 ORTHO HEIGHT -   244.072 (meters)      800.76  (feet) ADJUSTED
 DH8536  ______________________________________________________________________
 DH8536  GEOID HEIGHT    -        -35.569 (meters)                     GEOID18
 DH8536  DYNAMIC HEIGHT  -        244.010 (meters)      800.56  (feet) COMP
 DH8536  MODELED GRAVITY -    980,360.3   (mgal)                       NAVD 88
 DH8536
 DH8536  VERT ORDER      -  SECOND    CLASS I
 DH8536
 DH8536.The horizontal coordinates were established by autonomous hand held GPS
 DH8536.observations and have an estimated accuracy of +/- 10 meters.
 DH8536
 DH8536.The orthometric height was determined by differential leveling and
 DH8536.adjusted by the WI DEPT OF TRANSP
 DH8536.in May 2012.
 DH8536
 DH8536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8536.GEOID18 height accuracy estimate available here.
 DH8536
 DH8536.Click photographs - Photos may exist for this station.
 DH8536
 DH8536.The dynamic height is computed by dividing the NAVD 88
 DH8536.geopotential number by the normal gravity value computed on the
 DH8536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8536.degrees latitude (g = 980.6199 gals.).
 DH8536
 DH8536.The modeled gravity was interpolated from observed gravity values.
 DH8536
 DH8536;                    North         East    Units  Estimated Accuracy
 DH8536;SPC WI S     -   170,617.      654,369.      MT  (+/- 10 meters HH2 GPS)
 DH8536
 DH8536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1195022733(NAD 83)
 DH8536
 DH8536                          SUPERSEDED SURVEY CONTROL
 DH8536
 DH8536  NAVD 88 (04/20/07)  244.050  (m)          800.69   (f) SUPERSEDED  2 1
 DH8536
 DH8536.Superseded values are not recommended for survey control.
 DH8536
 DH8536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8536.See file dsdata.pdf to determine how the superseded data were derived.
 DH8536
 DH8536_MARKER: DD = SURVEY DISK
 DH8536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8536_STAMPING: 3G04 2004
 DH8536_MARK LOGO: WIDT
 DH8536_PROJECTION: FLUSH
 DH8536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8536+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DH8536
 DH8536  HISTORY     - Date     Condition        Report By
 DH8536  HISTORY     - 2004     MONUMENTED       WIDT
 DH8536  HISTORY     - 20080427 GOOD             WIDT
 DH8536
 DH8536                          STATION DESCRIPTION
 DH8536
 DH8536'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8536'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8536'STATE HIGHWAY 22 WITH COUNTY HIGHWAY P WEST (W CHESTNUT STREET) IN THE
 DH8536'VILLAGE OF PARDEEVILLE, GO WEST ON COUNTY HIGHWAY P FOR 1.3 MI (2.09
 DH8536'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8536'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8536'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH8536'PAVEMENT.  THE STATION IS 7.6 M (24.9 FT) NORTH OF THE CENTERLINE OF
 DH8536'COUNTY HIGHWAY P, 73.3 M (240.5 FT) WEST OF TELEPHONE PEDESTAL --3787
 DH8536'LP 2--, 0.9 M (3.0 FT) WEST OF A WHITE PLASTIC WITNESS POST, AND 0.9 M
 DH8536'(3.0 FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH8536'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8536'HORIZON.
 DH8536
 DH8536                          STATION RECOVERY (2008)
 DH8536
 DH8536'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8536'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.21 MILE WEST OF
 DH8536'BRENEMANN ROAD AND 22 M NORTH-NORTHWEST OF POWER POLE --C2726 10T--
 DH8536'AND --12-10-5 49/19--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8535 ***********************************************************************
 DH8535  DESIGNATION -  3G05
 DH8535  PID         -  DH8535
 DH8535  STATE/COUNTY-  WI/COLUMBIA
 DH8535  COUNTRY     -  US
 DH8535  USGS QUAD   -  PARDEEVILLE (2018)
 DH8535
 DH8535                         *CURRENT SURVEY CONTROL
 DH8535  ______________________________________________________________________
 DH8535* NAD 83(1986) POSITION- 43 32 11.6    (N) 089 16 04.4    (W)   HD_HELD2
 DH8535* NAVD 88 ORTHO HEIGHT -   253.135 (meters)      830.49  (feet) ADJUSTED
 DH8535  ______________________________________________________________________
 DH8535  GEOID HEIGHT    -        -35.571 (meters)                     GEOID18
 DH8535  DYNAMIC HEIGHT  -        253.070 (meters)      830.28  (feet) COMP
 DH8535  MODELED GRAVITY -    980,360.7   (mgal)                       NAVD 88
 DH8535
 DH8535  VERT ORDER      -  SECOND    CLASS I
 DH8535
 DH8535.The horizontal coordinates were established by autonomous hand held GPS
 DH8535.observations and have an estimated accuracy of +/- 10 meters.
 DH8535
 DH8535.The orthometric height was determined by differential leveling and
 DH8535.adjusted by the WI DEPT OF TRANSP
 DH8535.in May 2012.
 DH8535
 DH8535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8535.GEOID18 height accuracy estimate available here.
 DH8535
 DH8535.Click photographs - Photos may exist for this station.
 DH8535
 DH8535.The dynamic height is computed by dividing the NAVD 88
 DH8535.geopotential number by the normal gravity value computed on the
 DH8535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8535.degrees latitude (g = 980.6199 gals.).
 DH8535
 DH8535.The modeled gravity was interpolated from observed gravity values.
 DH8535
 DH8535;                    North         East    Units  Estimated Accuracy
 DH8535;SPC WI S     -   170,957.      659,170.      MT  (+/- 10 meters HH2 GPS)
 DH8535
 DH8535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1676222899(NAD 83)
 DH8535
 DH8535                          SUPERSEDED SURVEY CONTROL
 DH8535
 DH8535  NAVD 88 (04/20/07)  253.113  (m)          830.42   (f) SUPERSEDED  2 1
 DH8535
 DH8535.Superseded values are not recommended for survey control.
 DH8535
 DH8535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8535.See file dsdata.pdf to determine how the superseded data were derived.
 DH8535
 DH8535_MARKER: DD = SURVEY DISK
 DH8535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8535_STAMPING: 3G05 2004
 DH8535_MARK LOGO: WIDT
 DH8535_PROJECTION: FLUSH
 DH8535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8535+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DH8535
 DH8535  HISTORY     - Date     Condition        Report By
 DH8535  HISTORY     - 2004     MONUMENTED       WIDT
 DH8535  HISTORY     - 20080429 GOOD             WIDT
 DH8535
 DH8535                          STATION DESCRIPTION
 DH8535
 DH8535'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8535'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8535'STATE HIGHWAY 22 WITH STATE HIGHWAY 44 NORTH (E LAKE STREET) AND
 DH8535'COUNTY HIGHWAY P IN THE VILLAGE OF PARDEEVILLE, GO EAST ON STATE
 DH8535'HIGHWAY 44 AND COUNTY HIGHWAY P FOR 0.6 MI (0.97 KM) TO WHERE STATE
 DH8535'HIGHWAY 44 GOES NORTHEAST, COUNTY HIGHWAY P GOES EAST AND SCHWANTZ
 DH8535'ROAD GOES SOUTH, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY P FOR 1.0 MI
 DH8535'(1.61 KM) TO PARDEEVILLE ROAD ON THE RIGHT AND THE STATION ON THE
 DH8535'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8535'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8535'DIAMETER CONCRETET POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8535'STATION IS 12.5 M (41.0 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8535'P, 22.3 M (73.2 FT) NORTHEAST OF POWER POLE --12-10-2 49/27--, 22.0 M
 DH8535'(72.2 FT) EAST OF THE CENTERLINE OF PARDEEVILLE ROAD, 1.0 M (3.3 FT)
 DH8535'SOUTH OF A WHITE PLASTIC WITNESS POST, 0.9 M (3.0 FT) NORTHEAST OF A
 DH8535'WHITE PLASTIC WITNESS POST, AND 0.9 M (3.0 FT) NORTHWEST OF A WHITE
 DH8535'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8535'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES EXCEPT FOR THE
 DH8535'REFERENCED POWERPOLE TO THE SOUTHWEST EXTENDING TO 30 DEGREES ABOVE
 DH8535'THE HORIZON.
 DH8535
 DH8535                          STATION RECOVERY (2008)
 DH8535
 DH8535'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8535'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 22.5 M
 DH8535'WEST-SOUTHWEST OF A WOOD --LEFT ARROW-- SIGN POST AND 16.0 M EAST OF A
 DH8535'WOOD --STOP-- SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8534 ***********************************************************************
 DH8534  DESIGNATION -  3H01
 DH8534  PID         -  DH8534
 DH8534  STATE/COUNTY-  WI/COLUMBIA
 DH8534  COUNTRY     -  US
 DH8534  USGS QUAD   -  SAND SPRING CREEK (2018)
 DH8534
 DH8534                         *CURRENT SURVEY CONTROL
 DH8534  ______________________________________________________________________
 DH8534* NAD 83(1986) POSITION- 43 32 19.0    (N) 089 13 35.9    (W)   HD_HELD2
 DH8534* NAVD 88 ORTHO HEIGHT -   255.032 (meters)      836.72  (feet) ADJUSTED
 DH8534  ______________________________________________________________________
 DH8534  GEOID HEIGHT    -        -35.562 (meters)                     GEOID18
 DH8534  DYNAMIC HEIGHT  -        254.968 (meters)      836.51  (feet) COMP
 DH8534  MODELED GRAVITY -    980,361.7   (mgal)                       NAVD 88
 DH8534
 DH8534  VERT ORDER      -  SECOND    CLASS I
 DH8534
 DH8534.The horizontal coordinates were established by autonomous hand held GPS
 DH8534.observations and have an estimated accuracy of +/- 10 meters.
 DH8534
 DH8534.The orthometric height was determined by differential leveling and
 DH8534.adjusted by the WI DEPT OF TRANSP
 DH8534.in May 2012.
 DH8534
 DH8534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8534.GEOID18 height accuracy estimate available here.
 DH8534
 DH8534.Click photographs - Photos may exist for this station.
 DH8534
 DH8534.The dynamic height is computed by dividing the NAVD 88
 DH8534.geopotential number by the normal gravity value computed on the
 DH8534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8534.degrees latitude (g = 980.6199 gals.).
 DH8534
 DH8534.The modeled gravity was interpolated from observed gravity values.
 DH8534
 DH8534;                    North         East    Units  Estimated Accuracy
 DH8534;SPC WI S     -   171,215.      662,502.      MT  (+/- 10 meters HH2 GPS)
 DH8534
 DH8534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2010123038(NAD 83)
 DH8534
 DH8534                          SUPERSEDED SURVEY CONTROL
 DH8534
 DH8534  NAVD 88 (04/20/07)  255.010  (m)          836.65   (f) SUPERSEDED  2 1
 DH8534
 DH8534.Superseded values are not recommended for survey control.
 DH8534
 DH8534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8534.See file dsdata.pdf to determine how the superseded data were derived.
 DH8534
 DH8534_MARKER: DD = SURVEY DISK
 DH8534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8534_STAMPING: 3H01 2004
 DH8534_MARK LOGO: WIDT
 DH8534_PROJECTION: FLUSH
 DH8534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8534+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2010
 DH8534
 DH8534  HISTORY     - Date     Condition        Report By
 DH8534  HISTORY     - 2004     MONUMENTED       WIDT
 DH8534  HISTORY     - 20080428 GOOD             WIDT
 DH8534  HISTORY     - 20100223 GOOD             AEROME
 DH8534
 DH8534                          STATION DESCRIPTION
 DH8534
 DH8534'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8534'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8534'STATE HIGHWAY 44 SOUTH AND STATE HIGHWAY 33 WITH STATE HIGHWAY 44
 DH8534'NORTH ABOUT 3 MI (4.83 KM) NORTHEAST OF THE VILLAGE OF PARDEEVILLE, GO
 DH8534'EAST ON STATE HIGHWAY 33 FOR 0.9 MI (1.45 KM) TO COUNTY HIGHWAY SS,
 DH8534'TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY SS FOR 2.1 MI (3.38 KM) TO
 DH8534'COUNTY HIGHWAY P ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION
 DH8534'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8534'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH8534'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.2 M (33.5
 DH8534'FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY P, 49.8 M (163.4 FT)
 DH8534'EAST OF THE CENTERLINE OF COUNTY HIGHWAY SS, 1 M (3.3 FT) SOUTH OF A
 DH8534'CULTIVATED FIELD, 0.9 M (3.0 FT) EAST OF A WHITE PLASTIC WITNESS POST,
 DH8534'0.8 M (2.6 FT) WEST OF A WHITE PLASTIC WITNESS POST, AND 0.3 M (1.0
 DH8534'FT) SOUTH OF A BARBED WIRE FENCE.   ---NOTE---THIS STATION HAS NO
 DH8534'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8534'HORIZON.
 DH8534
 DH8534                          STATION RECOVERY (2008)
 DH8534
 DH8534'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8534'RECOVERED IN GOOD CONDITION.
 DH8534
 DH8534                          STATION RECOVERY (2010)
 DH8534
 DH8534'RECOVERY NOTE BY AERO METRIC INC 2010
 DH8534'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8533 ***********************************************************************
 DH8533  DESIGNATION -  3H02
 DH8533  PID         -  DH8533
 DH8533  STATE/COUNTY-  WI/COLUMBIA
 DH8533  COUNTRY     -  US
 DH8533  USGS QUAD   -  SAND SPRING CREEK (2018)
 DH8533
 DH8533                         *CURRENT SURVEY CONTROL
 DH8533  ______________________________________________________________________
 DH8533* NAD 83(2011) POSITION- 43 34 14.96138(N) 089 10 29.79031(W)   ADJUSTED
 DH8533* NAD 83(2011) ELLIP HT-   269.027 (meters)        (09/21/17)   ADJUSTED
 DH8533* NAD 83(2011) EPOCH   -  2010.00
 DH8533* NAVD 88 ORTHO HEIGHT -   304.638 (meters)      999.47  (feet) ADJUSTED
 DH8533  ______________________________________________________________________
 DH8533  GEOID HEIGHT    -        -35.606 (meters)                     GEOID18
 DH8533  NAD 83(2011) X  -     66,650.427 (meters)                     COMP
 DH8533  NAD 83(2011) Y  - -4,628,187.433 (meters)                     COMP
 DH8533  NAD 83(2011) Z  -  4,373,851.536 (meters)                     COMP
 DH8533  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 DH8533  DYNAMIC HEIGHT  -        304.563 (meters)      999.22  (feet) COMP
 DH8533  MODELED GRAVITY -    980,365.2   (mgal)                       NAVD 88
 DH8533
 DH8533  VERT ORDER      -  SECOND    CLASS I
 DH8533
 DH8533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8533  Standards:
 DH8533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8533  -------------------------------------------------------------------
 DH8533  NETWORK    0.46   0.65           0.21   0.16   0.33     -0.03071137
 DH8533  -------------------------------------------------------------------
 DH8533  Click here for local accuracies and other accuracy information.
 DH8533
 DH8533.The horizontal coordinates were established by GPS observations
 DH8533.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DH8533
 DH8533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8533.been affixed to the stable North American tectonic plate. See 
 DH8533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8533
 DH8533.The horizontal coordinates are valid at the epoch date displayed above
 DH8533.which is a decimal equivalence of Year/Month/Day.
 DH8533
 DH8533.The orthometric height was determined by differential leveling and
 DH8533.adjusted by the WI DEPT OF TRANSP
 DH8533.in May 2012.
 DH8533
 DH8533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8533.GEOID18 height accuracy estimate available here.
 DH8533
 DH8533.Click photographs - Photos may exist for this station.
 DH8533
 DH8533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8533
 DH8533.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8533
 DH8533.The ellipsoidal height was determined by GPS observations
 DH8533.and is referenced to NAD 83.
 DH8533
 DH8533.The dynamic height is computed by dividing the NAVD 88
 DH8533.geopotential number by the normal gravity value computed on the
 DH8533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8533.degrees latitude (g = 980.6199 gals.).
 DH8533
 DH8533.The modeled gravity was interpolated from observed gravity values.
 DH8533
 DH8533. The following values were computed from the NAD 83(2011) position.
 DH8533
 DH8533;                    North         East     Units Scale Factor Converg.
 DH8533;SPC WI S     -   174,833.758   666,644.632   MT  0.99993692   +0 34 00.8
 DH8533;SPC WI S     -   573,600.42  2,187,149.93   sFT  0.99993692   +0 34 00.8
 DH8533;UTM  16      - 4,826,504.977   324,371.781   MT  0.99997942   -1 29 58.1
 DH8533
 DH8533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8533!SPC WI S     -   0.99995781  x   0.99993692  =   0.99989474
 DH8533!UTM  16      -   0.99995781  x   0.99997942  =   0.99993724
 DH8533
 DH8533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2437126504(NAD 83)
 DH8533
 DH8533                          SUPERSEDED SURVEY CONTROL
 DH8533
 DH8533  NAVD 88 (04/20/07)  304.616  (m)          999.39   (f) SUPERSEDED  2 1
 DH8533
 DH8533.Superseded values are not recommended for survey control.
 DH8533
 DH8533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8533.See file dsdata.pdf to determine how the superseded data were derived.
 DH8533
 DH8533_MARKER: DD = SURVEY DISK
 DH8533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8533_STAMPING: 3H02 2004
 DH8533_MARK LOGO: WIDT
 DH8533_PROJECTION: FLUSH
 DH8533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8533+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 DH8533
 DH8533  HISTORY     - Date     Condition        Report By
 DH8533  HISTORY     - 2004     MONUMENTED       WIDT
 DH8533  HISTORY     - 20080430 GOOD             WIDT
 DH8533  HISTORY     - 20160912 GOOD             WIDT
 DH8533
 DH8533                          STATION DESCRIPTION
 DH8533
 DH8533'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8533'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8533'STATION FROM THE JUNCTION OF STATE HIGHWAY 44 SOUTH AND STATE HIGHWAY
 DH8533'33 WITH STATE HIGHWAY 33 WITH STATE HIGHWAY 44 NORTH ABOUT 3 MI (4.83
 DH8533'KM) NORTHEAST OF THE VILLAGE OF PARDEEVILLE, GO EAST ON STATE HIGHWAY
 DH8533'33 FOR 3.5 MI (5.63 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8533'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8533'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH8533'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.1 M (39.7 FT)
 DH8533'NORTH OF THE CENTERLINE OF STATE HIGHWAY 33, 3 M (9.8 FT) SOUTH OF A
 DH8533'CULTIVATED FIELD, 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS
 DH8533'POST, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST, 0.9 M
 DH8533'(3.0 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8533'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8533'ABOVE THE HORIZON.
 DH8533
 DH8533                          STATION RECOVERY (2008)
 DH8533
 DH8533'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8533'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.11 MILE WEST OF
 DH8533'PRIVATE ENTRANCE --W3398--, 0.08 MILE EAST OF PRIVATE ENTRANCE
 DH8533'--W3480-- AND THE EXTENDED CENTERLINE OF THE ENTRANCE TO THE ROSENDALE
 DH8533'CEMETARY PARKING LOT, AND APPROXIMATELY 52.5 M WEST OF A METAL PIPE
 DH8533'CULVERT.
 DH8533'A MODIFIED TO REACH FOLLOWS-- TO REACH THE STATION FROM THE JUNCTION
 DH8533'OF STATE HIGHWAY 44 NORTH WITH STATE HIGHWAY 33 APPROXIMATELY 3 MILES
 DH8533'NORTHEAST OF THE VILLAGE OF PARDEEVILLE, GO EAST ON STATE HIGHWAY 33
 DH8533'FOR 1.0 MILE TO COUNTY HIGHWAY SS, CONTINUE EAST ON STATE HIGHWAY 33
 DH8533'FOR 2.0 MILES TO LARSON ROAD, CONTINUE EAST ON STATE HIGHWAY 33 FOR
 DH8533'0.63 MILE TO THE STATION ON THE LEFT.
 DH8533
 DH8533                          STATION RECOVERY (2016)
 DH8533
 DH8533'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8533'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8532 ***********************************************************************
 DH8532  DESIGNATION -  3H03
 DH8532  PID         -  DH8532
 DH8532  STATE/COUNTY-  WI/COLUMBIA
 DH8532  COUNTRY     -  US
 DH8532  USGS QUAD   -  SAND SPRING CREEK (2018)
 DH8532
 DH8532                         *CURRENT SURVEY CONTROL
 DH8532  ______________________________________________________________________
 DH8532* NAD 83(2011) POSITION- 43 34 16.17965(N) 089 08 25.92281(W)   ADJUSTED
 DH8532* NAD 83(2011) ELLIP HT-   281.320 (meters)        (09/21/17)   ADJUSTED
 DH8532* NAD 83(2011) EPOCH   -  2010.00
 DH8532* NAVD 88 ORTHO HEIGHT -   316.905 (meters)     1039.71  (feet) ADJUSTED
 DH8532  ______________________________________________________________________
 DH8532  GEOID HEIGHT    -        -35.582 (meters)                     GEOID18
 DH8532  NAD 83(2011) X  -     69,429.509 (meters)                     COMP
 DH8532  NAD 83(2011) Y  - -4,628,129.566 (meters)                     COMP
 DH8532  NAD 83(2011) Z  -  4,373,887.251 (meters)                     COMP
 DH8532  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 DH8532  DYNAMIC HEIGHT  -        316.828 (meters)     1039.46  (feet) COMP
 DH8532  MODELED GRAVITY -    980,366.5   (mgal)                       NAVD 88
 DH8532
 DH8532  VERT ORDER      -  SECOND    CLASS I
 DH8532
 DH8532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8532  Standards:
 DH8532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8532  -------------------------------------------------------------------
 DH8532  NETWORK    0.50   0.67           0.23   0.17   0.34     -0.05573208
 DH8532  -------------------------------------------------------------------
 DH8532  Click here for local accuracies and other accuracy information.
 DH8532
 DH8532.The horizontal coordinates were established by GPS observations
 DH8532.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DH8532
 DH8532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8532.been affixed to the stable North American tectonic plate. See 
 DH8532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8532
 DH8532.The horizontal coordinates are valid at the epoch date displayed above
 DH8532.which is a decimal equivalence of Year/Month/Day.
 DH8532
 DH8532.The orthometric height was determined by differential leveling and
 DH8532.adjusted by the WI DEPT OF TRANSP
 DH8532.in May 2012.
 DH8532
 DH8532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8532.GEOID18 height accuracy estimate available here.
 DH8532
 DH8532.Click photographs - Photos may exist for this station.
 DH8532
 DH8532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8532
 DH8532.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8532
 DH8532.The ellipsoidal height was determined by GPS observations
 DH8532.and is referenced to NAD 83.
 DH8532
 DH8532.The dynamic height is computed by dividing the NAVD 88
 DH8532.geopotential number by the normal gravity value computed on the
 DH8532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8532.degrees latitude (g = 980.6199 gals.).
 DH8532
 DH8532.The modeled gravity was interpolated from observed gravity values.
 DH8532
 DH8532. The following values were computed from the NAD 83(2011) position.
 DH8532
 DH8532;                    North         East     Units Scale Factor Converg.
 DH8532;SPC WI S     -   174,899.424   669,423.448   MT  0.99993693   +0 35 26.0
 DH8532;SPC WI S     -   573,815.86  2,196,266.76   sFT  0.99993693   +0 35 26.0
 DH8532;UTM  16      - 4,826,470.406   327,151.259   MT  0.99996751   -1 28 32.7
 DH8532
 DH8532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8532!SPC WI S     -   0.99995589  x   0.99993693  =   0.99989282
 DH8532!UTM  16      -   0.99995589  x   0.99996751  =   0.99992340
 DH8532
 DH8532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2715126470(NAD 83)
 DH8532
 DH8532                          SUPERSEDED SURVEY CONTROL
 DH8532
 DH8532  NAVD 88 (04/20/07)  316.883  (m)         1039.64   (f) SUPERSEDED  2 1
 DH8532
 DH8532.Superseded values are not recommended for survey control.
 DH8532
 DH8532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8532.See file dsdata.pdf to determine how the superseded data were derived.
 DH8532
 DH8532_MARKER: DD = SURVEY DISK
 DH8532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8532_STAMPING: 3H03 2004
 DH8532_MARK LOGO: WIDT
 DH8532_PROJECTION: FLUSH
 DH8532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8532+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 DH8532
 DH8532  HISTORY     - Date     Condition        Report By
 DH8532  HISTORY     - 2004     MONUMENTED       WIDT
 DH8532  HISTORY     - 20080430 GOOD             WIDT
 DH8532  HISTORY     - 20160912 GOOD             WIDT
 DH8532
 DH8532                          STATION DESCRIPTION
 DH8532
 DH8532'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8532'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8532'STATION FROM THE JUNCTION OF STATE HIGHWAY 44 SOUTH AND STATE HIGHWAY
 DH8532'33 WITH STATE HIGHWAY 44 NORTH ABOUT 3 MI (4.83 KM) NORTHEAST OF THE
 DH8532'VILLAGE OF PARDEEVILLE, GO EAST ON STATE HIGHWAY 33 FOR 5.3 MI (8.53
 DH8532'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8532'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8532'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH8532'HIGHWAY PAVEMENT.  THE STATION IS 13.1 M (43.0 FT) NORTH OF THE
 DH8532'CENTERLINE OF STATE HIGHWAY 33, 59 M (193.6 FT) EAST OF THE CENTERLINE
 DH8532'OF A FIELD ENTRANCE, 2 M (6.6 FT) SOUTH OF A CULTIVATED FIELD, 1.0 M
 DH8532'(3.3 FT) OF A WHITE PLASTIC WITNESS POST, 0.9 M (3.0 FT) SOUTHEAST OF
 DH8532'A WHITE PLASTIC WITNESS POST AND 0.9 M (3.0 FT) SOUTHWEST OF A WHITE
 DH8532'PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH8532'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8532
 DH8532                          STATION RECOVERY (2008)
 DH8532
 DH8532'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8532'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.07 MILE WEST OF
 DH8532'PRIVATE ENTRANCE --W2731--.
 DH8532'A MODIFIED TO REACH FOLLOWS-- TO REACH THE STATION FROM THE JUNCTION
 DH8532'OF STATE HIGHWAY 44 NORTH WITH STATE HIGHWAY 33 APPROXIMATELY 3 MILES
 DH8532'NORTHEAST OF THE VILLAGE OF PARDEEVILLE, GO EAST ON STATE HIGHWAY 33
 DH8532'FOR 1.0 MILE TO COUNTY HIGHWAY SS, CONTINUE EAST ON STATE HIGHWAY 33
 DH8532'FOR 5.0 MILES TO CUNNINGHAM ROAD NORTH AND COUNTY HIGHWAY H SOUTH,
 DH8532'CONTINUE EAST ON STATE HIGHWAY 33 FOR 0.33 MILE TO THE STATION ON THE
 DH8532'LEFT.
 DH8532'AN ALTERNATE TO REACH FOLLOWS-- TO REACH THE STATION FROM THE JUNCTION
 DH8532'OF STATE HIGHWAY 33 WITH COUNTY HIGHWAY M APPROXIMATELY 2 MILES NORTH
 DH8532'OF THE VILLAGE OF CAMBRIA, GO WEST ON STATE HIGHWAY 33 FOR 1.3 MILES
 DH8532'TO INGLEHART ROAD, CONTINUE WEST ON STATE HIGHWAY 33 FOR 0.65 MILE TO
 DH8532'THE STATION ON THE RIGHT.
 DH8532
 DH8532                          STATION RECOVERY (2016)
 DH8532
 DH8532'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8532'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8531 ***********************************************************************
 DH8531  DESIGNATION -  3H04
 DH8531  PID         -  DH8531
 DH8531  STATE/COUNTY-  WI/COLUMBIA
 DH8531  COUNTRY     -  US
 DH8531  USGS QUAD   -  RANDOLPH (2018)
 DH8531
 DH8531                         *CURRENT SURVEY CONTROL
 DH8531  ______________________________________________________________________
 DH8531* NAD 83(2011) POSITION- 43 32 42.06157(N) 089 04 00.82894(W)   ADJUSTED
 DH8531* NAD 83(2011) ELLIP HT-   254.212 (meters)        (09/21/17)   ADJUSTED
 DH8531* NAD 83(2011) EPOCH   -  2010.00
 DH8531* NAVD 88 ORTHO HEIGHT -   289.705 (meters)      950.47  (feet) ADJUSTED
 DH8531  ______________________________________________________________________
 DH8531  GEOID HEIGHT    -        -35.492 (meters)                     GEOID18
 DH8531  NAD 83(2011) X  -     75,409.852 (meters)                     COMP
 DH8531  NAD 83(2011) Y  - -4,630,018.276 (meters)                     COMP
 DH8531  NAD 83(2011) Z  -  4,371,763.528 (meters)                     COMP
 DH8531  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 DH8531  DYNAMIC HEIGHT  -        289.634 (meters)      950.24  (feet) COMP
 DH8531  MODELED GRAVITY -    980,369.4   (mgal)                       NAVD 88
 DH8531
 DH8531  VERT ORDER      -  SECOND    CLASS I
 DH8531
 DH8531  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8531  Standards:
 DH8531         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8531            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8531  -------------------------------------------------------------------
 DH8531  NETWORK    0.49   0.55           0.23   0.16   0.28     -0.12832862
 DH8531  -------------------------------------------------------------------
 DH8531  Click here for local accuracies and other accuracy information.
 DH8531
 DH8531.The horizontal coordinates were established by GPS observations
 DH8531.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DH8531
 DH8531.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8531.been affixed to the stable North American tectonic plate. See 
 DH8531.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8531
 DH8531.The horizontal coordinates are valid at the epoch date displayed above
 DH8531.which is a decimal equivalence of Year/Month/Day.
 DH8531
 DH8531.The orthometric height was determined by differential leveling and
 DH8531.adjusted by the WI DEPT OF TRANSP
 DH8531.in May 2012.
 DH8531
 DH8531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8531.GEOID18 height accuracy estimate available here.
 DH8531
 DH8531.Click photographs - Photos may exist for this station.
 DH8531
 DH8531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8531
 DH8531.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8531
 DH8531.The ellipsoidal height was determined by GPS observations
 DH8531.and is referenced to NAD 83.
 DH8531
 DH8531.The dynamic height is computed by dividing the NAVD 88
 DH8531.geopotential number by the normal gravity value computed on the
 DH8531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8531.degrees latitude (g = 980.6199 gals.).
 DH8531
 DH8531.The modeled gravity was interpolated from observed gravity values.
 DH8531
 DH8531. The following values were computed from the NAD 83(2011) position.
 DH8531
 DH8531;                    North         East     Units Scale Factor Converg.
 DH8531;SPC WI S     -   172,059.040   675,403.761   MT  0.99993569   +0 38 28.1
 DH8531;SPC WI S     -   564,497.03  2,215,887.17   sFT  0.99993569   +0 38 28.1
 DH8531;UTM  16      - 4,823,416.233   333,025.407   MT  0.99994295   -1 25 27.3
 DH8531
 DH8531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8531!SPC WI S     -   0.99996014  x   0.99993569  =   0.99989583
 DH8531!UTM  16      -   0.99996014  x   0.99994295  =   0.99990309
 DH8531
 DH8531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3302523416(NAD 83)
 DH8531
 DH8531                          SUPERSEDED SURVEY CONTROL
 DH8531
 DH8531  NAVD 88 (04/20/07)  289.682  (m)          950.40   (f) SUPERSEDED  2 1
 DH8531
 DH8531.Superseded values are not recommended for survey control.
 DH8531
 DH8531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8531.See file dsdata.pdf to determine how the superseded data were derived.
 DH8531
 DH8531_MARKER: DD = SURVEY DISK
 DH8531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8531_STAMPING: 3H04 2004
 DH8531_MARK LOGO: WIDT
 DH8531_PROJECTION: FLUSH
 DH8531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8531+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 DH8531
 DH8531  HISTORY     - Date     Condition        Report By
 DH8531  HISTORY     - 2004     MONUMENTED       WIDT
 DH8531  HISTORY     - 20080430 GOOD             WIDT
 DH8531  HISTORY     - 20160912 GOOD             WIDT
 DH8531
 DH8531                          STATION DESCRIPTION
 DH8531
 DH8531'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8531'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8531'STATE HIGHWAY 73 WITH COUNTY HIGHWAY P IN THE VILLAGE OF RANDOLPH, GO
 DH8531'WEST ON COUNTY HIGHWAY P FOR 3.0 MI (4.83 KM) TO THE STATION ON THE
 DH8531'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8531'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8531'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8531'STATION IS 11.5 M (37.7 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8531'P, 1 M (3.3 FT) SOUTH OF A BARBED WIRE FENCE, 1.0 M (3.3 FT) EAST OF A
 DH8531'WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 DH8531'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8531'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8531
 DH8531                          STATION RECOVERY (2008)
 DH8531
 DH8531'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8531'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.25 MILE WEST OF
 DH8531'FORDEG ROAD, 69.5 M EAST OF THE EXTENDED CENTERLINE OF PRIVATE
 DH8531'ENTRANCE --W1315--, 52.0 M EAST OF A TELEPHONE PEDESTAL, 36.0 M
 DH8531'NORTHEAST OF POWER POLE --12-12-4 52/52--, AND 20.5 M EAST OF THE
 DH8531'EXTENDED CENTERLINE OF A FIELD ENTRANCE.
 DH8531
 DH8531                          STATION RECOVERY (2016)
 DH8531
 DH8531'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8531'RECOVERED IN GOOD CONDITION.
 DH8531'
 DH8531'NOTE1-A LARGE STEEL GRAIN BIN HAS BEEN CONSTRUCTED ABOUT 50 M (164.0
 DH8531'FT) NORTHEAST OF THE STATION AND EXTENDS TO 25 DEGREES ABOVE THE
 DH8531'HORIZON.
 DH8531'
 DH8531'NOTE2-A ROW OF EVERGREEN TREES HAS BEEN PLANTED ABOUT 2 M (6.6 FT)
 DH8531'NORTH OF THE STATION.  THE CURRENT HEIGHT OF THE TREES IS ABOUT 5 FT
 DH8531'(1.5 M) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8530 ***********************************************************************
 DH8530  DESIGNATION -  3H05
 DH8530  PID         -  DH8530
 DH8530  STATE/COUNTY-  WI/DODGE
 DH8530  COUNTRY     -  US
 DH8530  USGS QUAD   -  FOX LAKE (2018)
 DH8530
 DH8530                         *CURRENT SURVEY CONTROL
 DH8530  ______________________________________________________________________
 DH8530* NAD 83(2011) POSITION- 43 32 25.87379(N) 088 57 01.54764(W)   ADJUSTED
 DH8530* NAD 83(2011) ELLIP HT-   238.277 (meters)        (09/21/17)   ADJUSTED
 DH8530* NAD 83(2011) EPOCH   -  2010.00
 DH8530* NAVD 88 ORTHO HEIGHT -   273.701 (meters)      897.97  (feet) ADJUSTED
 DH8530  ______________________________________________________________________
 DH8530  GEOID HEIGHT    -        -35.421 (meters)                     GEOID18
 DH8530  NAD 83(2011) X  -     84,827.374 (meters)                     COMP
 DH8530  NAD 83(2011) Y  - -4,630,187.993 (meters)                     COMP
 DH8530  NAD 83(2011) Z  -  4,371,390.405 (meters)                     COMP
 DH8530  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 DH8530  DYNAMIC HEIGHT  -        273.638 (meters)      897.76  (feet) COMP
 DH8530  MODELED GRAVITY -    980,381.4   (mgal)                       NAVD 88
 DH8530
 DH8530  VERT ORDER      -  SECOND    CLASS I
 DH8530
 DH8530  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8530  Standards:
 DH8530         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8530            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8530  -------------------------------------------------------------------
 DH8530  NETWORK    0.59   0.98           0.28   0.18   0.50     -0.00544928
 DH8530  -------------------------------------------------------------------
 DH8530  Click here for local accuracies and other accuracy information.
 DH8530
 DH8530.The horizontal coordinates were established by GPS observations
 DH8530.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DH8530
 DH8530.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8530.been affixed to the stable North American tectonic plate. See 
 DH8530.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8530
 DH8530.The horizontal coordinates are valid at the epoch date displayed above
 DH8530.which is a decimal equivalence of Year/Month/Day.
 DH8530
 DH8530.The orthometric height was determined by differential leveling and
 DH8530.adjusted by the WI DEPT OF TRANSP
 DH8530.in May 2012.
 DH8530
 DH8530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8530.GEOID18 height accuracy estimate available here.
 DH8530
 DH8530.Click photographs - Photos may exist for this station.
 DH8530
 DH8530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8530
 DH8530.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8530
 DH8530.The ellipsoidal height was determined by GPS observations
 DH8530.and is referenced to NAD 83.
 DH8530
 DH8530.The dynamic height is computed by dividing the NAVD 88
 DH8530.geopotential number by the normal gravity value computed on the
 DH8530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8530.degrees latitude (g = 980.6199 gals.).
 DH8530
 DH8530.The modeled gravity was interpolated from observed gravity values.
 DH8530
 DH8530. The following values were computed from the NAD 83(2011) position.
 DH8530
 DH8530;                    North         East     Units Scale Factor Converg.
 DH8530;SPC WI S     -   171,671.413   684,821.243   MT  0.99993549   +0 43 16.2
 DH8530;SPC WI S     -   563,225.29  2,246,784.36   sFT  0.99993549   +0 43 16.2
 DH8530;UTM  16      - 4,822,689.488   342,422.694   MT  0.99990543   -1 20 37.9
 DH8530
 DH8530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8530!SPC WI S     -   0.99996264  x   0.99993549  =   0.99989813
 DH8530!UTM  16      -   0.99996264  x   0.99990543  =   0.99986807
 DH8530
 DH8530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4242222689(NAD 83)
 DH8530
 DH8530                          SUPERSEDED SURVEY CONTROL
 DH8530
 DH8530  NAVD 88 (04/20/07)  273.677  (m)          897.89   (f) SUPERSEDED  2 1
 DH8530
 DH8530.Superseded values are not recommended for survey control.
 DH8530
 DH8530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8530.See file dsdata.pdf to determine how the superseded data were derived.
 DH8530
 DH8530_MARKER: DD = SURVEY DISK
 DH8530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8530_STAMPING: 3H05 2004
 DH8530_MARK LOGO: WIDT
 DH8530_PROJECTION: FLUSH
 DH8530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8530+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 DH8530
 DH8530  HISTORY     - Date     Condition        Report By
 DH8530  HISTORY     - 2004     MONUMENTED       WIDT
 DH8530  HISTORY     - 20071112 GOOD             WIDT
 DH8530  HISTORY     - 20160912 GOOD             WIDT
 DH8530
 DH8530                          STATION DESCRIPTION
 DH8530
 DH8530'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8530'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8530'STATE HIGHWAY 33 WITH COUNTY HIGHWAY C SOUTH AND COUNTY HIGHWAY P
 DH8530'(TRENTON STREET) IN THE CITY OF FOX LAKE, GO EAST THEN SOUTH ON COUNTY
 DH8530'C SOUTH (TRENTON STREET) FOR 0.7 MI (1.13 KM) TO MILL STREET ON THE
 DH8530'LEFT, CONTINUE EAST ON COUNTY HIGHWAY C SOUTH AND COUNTY HIGHWAY P
 DH8530'(TRENTON STREET) FOR 0.2 MI (0.32 KM) TO WHERE COUNTY HIGHWAY C SOUTH
 DH8530'GOES SOUTH AND COUNTY HIGHWAY P GOES EAST, TURN LEFT ON COUNTY HIGHWAY
 DH8530'C SOUTH FOR 1.8 MI (2.9 KM) TO THE STATION ON THE RIGHT.   THE STATION
 DH8530'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8530'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH8530'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.3 M (30.5 FT)
 DH8530'SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY C, 3 M (9.8 FT)
 DH8530'NORTHEAST OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH, SOUTHWEST,
 DH8530'AND EAST-NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DH8530'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8530'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8530
 DH8530                          STATION RECOVERY (2007)
 DH8530
 DH8530'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8530'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9.3 M NORTHWEST
 DH8530'(NOT SOUTHWEST) OF THE CENTERLINE OF COUNTY HIGHWAY C, 0.10 MILE
 DH8530'NORTHEAST OF COUNTY HIGHWAY FW, 22.5 M NORTHWEST OF TELEPHONE PEDESTAL
 DH8530'C5 24--, AND 3 M SOUTHEAST (NOT NORTHEAST) OF A CULTIVATED FIELD.
 DH8530
 DH8530                          STATION RECOVERY (2016)
 DH8530
 DH8530'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8530'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8529 ***********************************************************************
 DH8529  DESIGNATION -  3H06
 DH8529  PID         -  DH8529
 DH8529  STATE/COUNTY-  WI/DODGE
 DH8529  COUNTRY     -  US
 DH8529  USGS QUAD   -  BUCKHORN CORNER (2018)
 DH8529
 DH8529                         *CURRENT SURVEY CONTROL
 DH8529  ______________________________________________________________________
 DH8529* NAD 83(1986) POSITION- 43 31 36.48   (N) 088 49 49.44   (W)   HD_HELD1
 DH8529* NAVD 88 ORTHO HEIGHT -   294.337 (meters)      965.67  (feet) ADJUSTED
 DH8529  ______________________________________________________________________
 DH8529  GEOID HEIGHT    -        -35.342 (meters)                     GEOID18
 DH8529  DYNAMIC HEIGHT  -        294.268 (meters)      965.44  (feet) COMP
 DH8529  MODELED GRAVITY -    980,377.6   (mgal)                       NAVD 88
 DH8529
 DH8529  VERT ORDER      -  SECOND    CLASS I
 DH8529
 DH8529.The horizontal coordinates were determined by differentially corrected
 DH8529.hand held GPS observations or other comparable positioning techniques
 DH8529.and have an estimated accuracy of +/- 3 meters.
 DH8529
 DH8529.The orthometric height was determined by differential leveling and
 DH8529.adjusted by the WI DEPT OF TRANSP
 DH8529.in May 2012.
 DH8529
 DH8529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8529.GEOID18 height accuracy estimate available here.
 DH8529
 DH8529.Click photographs - Photos may exist for this station.
 DH8529
 DH8529.The dynamic height is computed by dividing the NAVD 88
 DH8529.geopotential number by the normal gravity value computed on the
 DH8529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8529.degrees latitude (g = 980.6199 gals.).
 DH8529
 DH8529.The modeled gravity was interpolated from observed gravity values.
 DH8529
 DH8529;                    North         East    Units  Estimated Accuracy
 DH8529;SPC WI S     -   170,276.3     694,542.3     MT  (+/- 3 meters HH1 GPS) 
 DH8529
 DH8529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5208620945(NAD 83)
 DH8529
 DH8529                          SUPERSEDED SURVEY CONTROL
 DH8529
 DH8529  NAVD 88 (04/20/07)  294.312  (m)          965.59   (f) SUPERSEDED  2 1
 DH8529
 DH8529.Superseded values are not recommended for survey control.
 DH8529
 DH8529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8529.See file dsdata.pdf to determine how the superseded data were derived.
 DH8529
 DH8529_MARKER: DD = SURVEY DISK
 DH8529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8529_STAMPING: 3H06 2004
 DH8529_MARK LOGO: WIDT
 DH8529_PROJECTION: FLUSH
 DH8529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8529+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 DH8529
 DH8529  HISTORY     - Date     Condition        Report By
 DH8529  HISTORY     - 2004     MONUMENTED       WIDT
 DH8529  HISTORY     - 20071112 GOOD             WIDT
 DH8529
 DH8529                          STATION DESCRIPTION
 DH8529
 DH8529'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8529'OWNERSHIP--DODGE COUNTY.  THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DH8529'HIGHWAY WEST SOUTH ABOUT 3 MI (4.83 KM) NORTH OF THE CITY OF BEAVER
 DH8529'DAM, GO SOUTH ON COUNTY HIGHWAY WEST SOUTH FOR 0.1 MI (0.16 KM) TO THE
 DH8529'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8529'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8529'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH HIGHWAY PAVEMENT.  THE
 DH8529'STATION IS 11.3 M (37.1 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8529'W, 5 M (16.4 FT) NORTH OF A FIELD ENTRANCE, 1 M (3.3 FT) EAST OF A
 DH8529'CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH-SOUTHEAST, WEST, AND
 DH8529'NORTH-NORTHEAST OF THREE WHITE WITNESS POSTS.  ---NOTE---THIS STATION
 DH8529'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8529'HORIZON.
 DH8529
 DH8529                          STATION RECOVERY (2007)
 DH8529
 DH8529'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8529'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20 M WEST-SOUTHWEST
 DH8529'OF A --RIGHT CURVE AHEAD-- WOOD SIGN POST.  ---NOTE--- COUNTY HIGHWAY
 DH8529'WEST IN THE 2004 DESCRIPTION IS COUNTY HIGHWAY W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8528 ***********************************************************************
 DH8528  DESIGNATION -  3H07
 DH8528  PID         -  DH8528
 DH8528  STATE/COUNTY-  WI/DODGE
 DH8528  COUNTRY     -  US
 DH8528  USGS QUAD   -  BUCKHORN CORNER (2018)
 DH8528
 DH8528                         *CURRENT SURVEY CONTROL
 DH8528  ______________________________________________________________________
 DH8528* NAD 83(2011) POSITION- 43 30 10.25381(N) 088 49 48.23582(W)   ADJUSTED
 DH8528* NAD 83(2011) ELLIP HT-   255.182 (meters)        (09/21/17)   ADJUSTED
 DH8528* NAD 83(2011) EPOCH   -  2010.00
 DH8528* NAVD 88 ORTHO HEIGHT -   290.491 (meters)      953.05  (feet) ADJUSTED
 DH8528  ______________________________________________________________________
 DH8528  GEOID HEIGHT    -        -35.301 (meters)                     GEOID18
 DH8528  NAD 83(2011) X  -     94,613.172 (meters)                     COMP
 DH8528  NAD 83(2011) Y  - -4,632,893.593 (meters)                     COMP
 DH8528  NAD 83(2011) Z  -  4,368,366.970 (meters)                     COMP
 DH8528  LAPLACE CORR    -          1.58  (seconds)                    DEFLEC18
 DH8528  DYNAMIC HEIGHT  -        290.422 (meters)      952.83  (feet) COMP
 DH8528  MODELED GRAVITY -    980,376.6   (mgal)                       NAVD 88
 DH8528
 DH8528  VERT ORDER      -  SECOND    CLASS I
 DH8528
 DH8528  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8528  Standards:
 DH8528         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8528            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8528  -------------------------------------------------------------------
 DH8528  NETWORK    0.53   0.74           0.25   0.17   0.38     -0.08760987
 DH8528  -------------------------------------------------------------------
 DH8528  Click here for local accuracies and other accuracy information.
 DH8528
 DH8528.The horizontal coordinates were established by GPS observations
 DH8528.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DH8528
 DH8528.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8528.been affixed to the stable North American tectonic plate. See 
 DH8528.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8528
 DH8528.The horizontal coordinates are valid at the epoch date displayed above
 DH8528.which is a decimal equivalence of Year/Month/Day.
 DH8528
 DH8528.The orthometric height was determined by differential leveling and
 DH8528.adjusted by the WI DEPT OF TRANSP
 DH8528.in May 2012.
 DH8528
 DH8528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8528.GEOID18 height accuracy estimate available here.
 DH8528
 DH8528.Click photographs - Photos may exist for this station.
 DH8528
 DH8528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8528
 DH8528.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8528
 DH8528.The ellipsoidal height was determined by GPS observations
 DH8528.and is referenced to NAD 83.
 DH8528
 DH8528.The dynamic height is computed by dividing the NAVD 88
 DH8528.geopotential number by the normal gravity value computed on the
 DH8528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8528.degrees latitude (g = 980.6199 gals.).
 DH8528
 DH8528.The modeled gravity was interpolated from observed gravity values.
 DH8528
 DH8528. The following values were computed from the NAD 83(2011) position.
 DH8528
 DH8528;                    North         East     Units Scale Factor Converg.
 DH8528;SPC WI S     -   167,616.059   694,606.630   MT  0.99993411   +0 48 13.9
 DH8528;SPC WI S     -   549,920.35  2,278,888.59   sFT  0.99993411   +0 48 13.9
 DH8528;UTM  16      - 4,818,284.471   352,055.182   MT  0.99986923   -1 15 36.1
 DH8528
 DH8528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8528!SPC WI S     -   0.99995999  x   0.99993411  =   0.99989410
 DH8528!UTM  16      -   0.99995999  x   0.99986923  =   0.99982922
 DH8528
 DH8528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5205518284(NAD 83)
 DH8528
 DH8528                          SUPERSEDED SURVEY CONTROL
 DH8528
 DH8528  NAVD 88 (04/20/07)  290.466  (m)          952.97   (f) SUPERSEDED  2 1
 DH8528
 DH8528.Superseded values are not recommended for survey control.
 DH8528
 DH8528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8528.See file dsdata.pdf to determine how the superseded data were derived.
 DH8528
 DH8528_MARKER: DD = SURVEY DISK
 DH8528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8528_STAMPING: 3H07 2004
 DH8528_MARK LOGO: WIDT
 DH8528_PROJECTION: FLUSH
 DH8528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8528+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2016
 DH8528
 DH8528  HISTORY     - Date     Condition        Report By
 DH8528  HISTORY     - 2004     MONUMENTED       WIDT
 DH8528  HISTORY     - 20071112 GOOD             WIDT
 DH8528  HISTORY     - 20161003 GOOD             WIDT
 DH8528
 DH8528                          STATION DESCRIPTION
 DH8528
 DH8528'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8528'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH8528'HIGHWAY 151 WITH STATE HIGHWAY 33 WITH (PARK AVENUE) IN THE CITY OF
 DH8528'BEAVER DAM, GO WEST ON STATE HIGHWAY 33 (PARK AVENUE) FOR 1.3 MI (2.09
 DH8528'KM) TO US HIGHWAY 151 BUSINESS NORTH ON THE RIGHT AND COUNTY HIGHWAY G
 DH8528'ON THE LEFT, CONTINUE WEST ON US HIGHWAY 151 BUSINESS SOUTH AND STATE
 DH8528'HIGHWAY 33 (FRONT STREET) FOR 0.1 MI (0.16 KM) TO STATE HIGHWAY 33 (N
 DH8528'CENTER STREET) ON THE RIGHT, TURN RIGHT AND GO NORTH ON STATE HIGHWAY
 DH8528'33 WEST (N CENTER STREET) FOR 3.4 MI (5.47 KM) TO HEMLOCK ROAD, TURN
 DH8528'RIGHT AND GO EAST ON HEMLOCK ROAD FOR 0.7 MI (1.13 KM) TO COUNTY
 DH8528'HIGHWAY WEST ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS
 DH8528'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8528'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH8528'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.0 M (42.7
 DH8528'FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY W, 27.8 M (91.2 FT) NORTH
 DH8528'OF THE CENTERLINE OF HEMLOCK ROAD, 2.7 M (8.9 FT) SOUTHEAST OF A
 DH8528'BARBED WIRE FENCE, AND 1.0 M (3.3 FT) NORTH-NORTHWEST, WEST, AND
 DH8528'SOUTH-SOUTHWEST OF A WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DH8528'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8528'EXCEPT FOR TREES TO THE SOUTH-SOUTHWEST AND A POWERPOLE TO THE
 DH8528'SOUTHEAST EXTENDING TO 30 AND 25 DEGREES ABOVE THE HORIZON
 DH8528'RESPECTIVELY.
 DH8528
 DH8528                          STATION RECOVERY (2007)
 DH8528
 DH8528'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8528'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3.9 M SOUTH OF AN
 DH8528'END WOOD FENCE POST WITH A PIPE BRACE.
 DH8528
 DH8528                          STATION RECOVERY (2016)
 DH8528
 DH8528'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8528'RECOVERED IN GOOD CONDITION.
 DH8528'
 DH8528'NOTE-THE STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 20
 DH8528'DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTH-SOUTHWEST EXTENDING
 DH8528'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8554 ***********************************************************************
 DH8554  DESIGNATION -  3H47
 DH8554  PID         -  DH8554
 DH8554  STATE/COUNTY-  WI/GREEN LAKE
 DH8554  COUNTRY     -  US
 DH8554  USGS QUAD   -  PRINCETON WEST (2018)
 DH8554
 DH8554                         *CURRENT SURVEY CONTROL
 DH8554  ______________________________________________________________________
 DH8554* NAD 83(1986) POSITION- 43 50 40.7    (N) 089 08 44.1    (W)   HD_HELD2
 DH8554* NAVD 88 ORTHO HEIGHT -   239.444 (meters)      785.58  (feet) ADJUSTED
 DH8554  ______________________________________________________________________
 DH8554  GEOID HEIGHT    -        -36.145 (meters)                     GEOID18
 DH8554  DYNAMIC HEIGHT  -        239.390 (meters)      785.40  (feet) COMP
 DH8554  MODELED GRAVITY -    980,389.4   (mgal)                       NAVD 88
 DH8554
 DH8554  VERT ORDER      -  SECOND    CLASS I
 DH8554
 DH8554.The horizontal coordinates were established by autonomous hand held GPS
 DH8554.observations and have an estimated accuracy of +/- 10 meters.
 DH8554
 DH8554.The orthometric height was determined by differential leveling and
 DH8554.adjusted by the WI DEPT OF TRANSP
 DH8554.in May 2012.
 DH8554
 DH8554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8554.GEOID18 height accuracy estimate available here.
 DH8554
 DH8554.Click photographs - Photos may exist for this station.
 DH8554
 DH8554.The dynamic height is computed by dividing the NAVD 88
 DH8554.geopotential number by the normal gravity value computed on the
 DH8554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8554.degrees latitude (g = 980.6199 gals.).
 DH8554
 DH8554.The modeled gravity was interpolated from observed gravity values.
 DH8554
 DH8554;                    North         East    Units  Estimated Accuracy
 DH8554;SPC WI S     -   205,277.      668,704.      MT  (+/- 10 meters HH2 GPS)
 DH8554
 DH8554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2752956854(NAD 83)
 DH8554
 DH8554                          SUPERSEDED SURVEY CONTROL
 DH8554
 DH8554  NAVD 88 (04/20/07)  239.421  (m)          785.50   (f) SUPERSEDED  2 1
 DH8554
 DH8554.Superseded values are not recommended for survey control.
 DH8554
 DH8554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8554.See file dsdata.pdf to determine how the superseded data were derived.
 DH8554
 DH8554_MARKER: DD = SURVEY DISK
 DH8554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8554_STAMPING: 3H47 2004
 DH8554_MARK LOGO: WIDT
 DH8554_PROJECTION: FLUSH
 DH8554_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8554+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 DH8554
 DH8554  HISTORY     - Date     Condition        Report By
 DH8554  HISTORY     - 2004     MONUMENTED       WIDT
 DH8554  HISTORY     - 20071119 GOOD             WIDT
 DH8554
 DH8554                          STATION DESCRIPTION
 DH8554
 DH8554'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8554'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8554'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WEST WITH STATE HIGHWAY
 DH8554'73 NORTH IN THE CITY OF PRINCETON, GO SOUTH ON STATE HIGHWAY 23 FOR
 DH8554'0.6 MI (0.97 KM) TO CANAL STREET ON THE RIGHT AND THE STATION ON THE
 DH8554'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8554'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8554'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8554'STATION IS 15.1 M (49.5 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DH8554'HIGHWAY 23, 21.4 M (70.2 FT) SOUTHWEST OF THE CENTERLINE OF CANAL
 DH8554'STREET, 6.7 M (22.0 FT) WEST-SOUTHWEST OF THE TOP CENTER OF A 14 INCH
 DH8554'(36 CM) CORRUGATED METAL CULVERT PIPE, AND 1.0 M (3.3 FT) SOUTH,
 DH8554'NORTHWEST, EAST-SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DH8554'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8554'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8554
 DH8554                          STATION RECOVERY (2007)
 DH8554
 DH8554'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8553 ***********************************************************************
 DH8553  DESIGNATION -  3H48
 DH8553  PID         -  DH8553
 DH8553  STATE/COUNTY-  WI/GREEN LAKE
 DH8553  COUNTRY     -  US
 DH8553  USGS QUAD   -  PRINCETON EAST (2018)
 DH8553
 DH8553                         *CURRENT SURVEY CONTROL
 DH8553  ______________________________________________________________________
 DH8553* NAD 83(1986) POSITION- 43 52 04.4    (N) 089 03 28.7    (W)   HD_HELD2
 DH8553* NAVD 88 ORTHO HEIGHT -   250.662 (meters)      822.38  (feet) ADJUSTED
 DH8553  ______________________________________________________________________
 DH8553  GEOID HEIGHT    -        -36.178 (meters)                     GEOID18
 DH8553  DYNAMIC HEIGHT  -        250.607 (meters)      822.20  (feet) COMP
 DH8553  MODELED GRAVITY -    980,392.9   (mgal)                       NAVD 88
 DH8553
 DH8553  VERT ORDER      -  SECOND    CLASS I
 DH8553
 DH8553.The horizontal coordinates were established by autonomous hand held GPS
 DH8553.observations and have an estimated accuracy of +/- 10 meters.
 DH8553
 DH8553.The orthometric height was determined by differential leveling and
 DH8553.adjusted by the WI DEPT OF TRANSP
 DH8553.in May 2012.
 DH8553
 DH8553.No vertical observational check was made to the station.
 DH8553
 DH8553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8553.GEOID18 height accuracy estimate available here.
 DH8553
 DH8553.Click photographs - Photos may exist for this station.
 DH8553
 DH8553.The dynamic height is computed by dividing the NAVD 88
 DH8553.geopotential number by the normal gravity value computed on the
 DH8553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8553.degrees latitude (g = 980.6199 gals.).
 DH8553
 DH8553.The modeled gravity was interpolated from observed gravity values.
 DH8553
 DH8553;                    North         East    Units  Estimated Accuracy
 DH8553;SPC WI S     -   207,936.      675,720.      MT  (+/- 10 meters HH2 GPS)
 DH8553
 DH8553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3463659258(NAD 83)
 DH8553
 DH8553                          SUPERSEDED SURVEY CONTROL
 DH8553
 DH8553  NAVD 88 (04/20/07)  250.639  (m)          822.30   (f) SUPERSEDED  2 1
 DH8553
 DH8553.Superseded values are not recommended for survey control.
 DH8553
 DH8553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8553.See file dsdata.pdf to determine how the superseded data were derived.
 DH8553
 DH8553_MARKER: DD = SURVEY DISK
 DH8553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8553_STAMPING: 3H48 2004
 DH8553_MARK LOGO: WIDT
 DH8553_PROJECTION: FLUSH
 DH8553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8553+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2010
 DH8553
 DH8553  HISTORY     - Date     Condition        Report By
 DH8553  HISTORY     - 2004     MONUMENTED       WIDT
 DH8553  HISTORY     - 20071120 GOOD             WIDT
 DH8553  HISTORY     - 20100821 GOOD             GEOCAC
 DH8553
 DH8553                          STATION DESCRIPTION
 DH8553
 DH8553'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8553'OWNERSHIP--GREEN LAKE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8553'OF STATE HIGHWAY 23 AND STATE HIGHWAY 73 WITH COUNTY HIGHWAY J IN THE
 DH8553'CITY OF PRINCETON, GO NORTH THEN EAST ON COUNTY HIGHWAY J FOR 4.4 MI
 DH8553'(7.08 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8553'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8553'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8553'THE HIGHWAY PAVEMENT.  THE STATION IS 8.4 M (27.6 FT) SOUTH OF THE
 DH8553'CENTERLINE OF COUNTY HIGHWAY J, 48.9 M (160.4 FT) WEST OF THE
 DH8553'CENTERLINE OF SWAMP ROAD, 2 M (6.6 FT) NORTH OF A CULTIVATED FIELD,
 DH8553'AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, NORTHWEST OF THREE WHITE PLASTIC
 DH8553'WITNESS POSTS.  ---NOTE---THIS STATION IS HAS NO VISIBLE OBSTRUCTIONS
 DH8553'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH8553
 DH8553                          STATION RECOVERY (2007)
 DH8553
 DH8553'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8553'RECOVERED IN GOOD CONDITION.
 DH8553
 DH8553                          STATION RECOVERY (2010)
 DH8553
 DH8553'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DH8553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8552 ***********************************************************************
 DH8552  DESIGNATION -  3H49
 DH8552  PID         -  DH8552
 DH8552  STATE/COUNTY-  WI/GREEN LAKE
 DH8552  COUNTRY     -  US
 DH8552  USGS QUAD   -  GREEN LAKE (2018)
 DH8552
 DH8552                         *CURRENT SURVEY CONTROL
 DH8552  ______________________________________________________________________
 DH8552* NAD 83(1986) POSITION- 43 52 12.3    (N) 088 58 35.9    (W)   HD_HELD2
 DH8552* NAVD 88 ORTHO HEIGHT -   278.126 (meters)      912.49  (feet) ADJUSTED
 DH8552  ______________________________________________________________________
 DH8552  GEOID HEIGHT    -        -36.175 (meters)                     GEOID18
 DH8552  DYNAMIC HEIGHT  -        278.065 (meters)      912.28  (feet) COMP
 DH8552  MODELED GRAVITY -    980,392.2   (mgal)                       NAVD 88
 DH8552
 DH8552  VERT ORDER      -  SECOND    CLASS I
 DH8552
 DH8552.The horizontal coordinates were established by autonomous hand held GPS
 DH8552.observations and have an estimated accuracy of +/- 10 meters.
 DH8552
 DH8552.The orthometric height was determined by differential leveling and
 DH8552.adjusted by the WI DEPT OF TRANSP
 DH8552.in May 2012.
 DH8552
 DH8552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8552.GEOID18 height accuracy estimate available here.
 DH8552
 DH8552.Click photographs - Photos may exist for this station.
 DH8552
 DH8552.The dynamic height is computed by dividing the NAVD 88
 DH8552.geopotential number by the normal gravity value computed on the
 DH8552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8552.degrees latitude (g = 980.6199 gals.).
 DH8552
 DH8552.The modeled gravity was interpolated from observed gravity values.
 DH8552
 DH8552;                    North         East    Units  Estimated Accuracy
 DH8552;SPC WI S     -   208,257.      682,254.      MT  (+/- 10 meters HH2 GPS)
 DH8552
 DH8552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4117859342(NAD 83)
 DH8552
 DH8552                          SUPERSEDED SURVEY CONTROL
 DH8552
 DH8552  NAVD 88 (04/20/07)  278.102  (m)          912.41   (f) SUPERSEDED  2 1
 DH8552
 DH8552.Superseded values are not recommended for survey control.
 DH8552
 DH8552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8552.See file dsdata.pdf to determine how the superseded data were derived.
 DH8552
 DH8552_MARKER: DD = SURVEY DISK
 DH8552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8552_STAMPING: 3H49 2004
 DH8552_MARK LOGO: WIDT
 DH8552_PROJECTION: FLUSH
 DH8552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8552+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2007
 DH8552
 DH8552  HISTORY     - Date     Condition        Report By
 DH8552  HISTORY     - 2004     MONUMENTED       WIDT
 DH8552  HISTORY     - 20071120 GOOD             WIDT
 DH8552
 DH8552                          STATION DESCRIPTION
 DH8552
 DH8552'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8552'OWNERSHIP--GREEN LAKE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8552'OF COUNTY HIGHWAY A SOUTH WITH COUNTY HIGHWAY J ABOUT 2 MI (3.22 KM)
 DH8552'NORTHWEST OF THE CITY OF GREEN LAKE GO SOUTH ON COUNTY HIGHWAY A SOUTH
 DH8552'FOR 0.2 MI (0.32 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8552'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8552'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH8552'M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 7.4 M (24.3 FT)
 DH8552'WEST OF THE CENTERLINE OF COUNTY HIGHWAY A, 28.7 M (94.2 FT)
 DH8552'NORTH-NORTHWEST OF TELEPHONE PEDESTAL --L200 27--, 28.6 M (93.8 FT)
 DH8552'NORTHWEST OF POWERPOLE --16-13-8 27/13--, 4 M (13.1 FT) EAST OF A
 DH8552'CULTIVATED FIELD, 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST,
 DH8552'0.8 M (2.6 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST, AND 0.8 M
 DH8552'(2.6 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8552'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8552'ABOVE THE HORIZON.
 DH8552
 DH8552                          STATION RECOVERY (2007)
 DH8552
 DH8552'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8552'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 43.5 M SOUTHWEST OF
 DH8552'A --STOP AHEAD-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6063 ***********************************************************************
 AI6063  DESIGNATION -  3J21
 AI6063  PID         -  AI6063
 AI6063  STATE/COUNTY-  WI/FOND DU LAC
 AI6063  COUNTRY     -  US
 AI6063  USGS QUAD   -  WAUPUN NORTH (2018)
 AI6063
 AI6063                         *CURRENT SURVEY CONTROL
 AI6063  ______________________________________________________________________
 AI6063* NAD 83(2011) POSITION- 43 38 25.76901(N) 088 39 39.47985(W)   ADJUSTED
 AI6063* NAD 83(2011) ELLIP HT-   240.794 (meters)        (06/27/12)   ADJUSTED
 AI6063* NAD 83(2011) EPOCH   -  2010.00
 AI6063* NAVD 88 ORTHO HEIGHT -   276.350 (meters)      906.66  (feet) ADJUSTED
 AI6063  ______________________________________________________________________
 AI6063  GEOID HEIGHT    -        -35.559 (meters)                     GEOID18
 AI6063  NAD 83(2011) X  -    108,039.377 (meters)                     COMP
 AI6063  NAD 83(2011) Y  - -4,622,045.574 (meters)                     COMP
 AI6063  NAD 83(2011) Z  -  4,379,437.226 (meters)                     COMP
 AI6063  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 AI6063  DYNAMIC HEIGHT  -        276.287 (meters)      906.45  (feet) COMP
 AI6063  MODELED GRAVITY -    980,387.2   (mgal)                       NAVD 88
 AI6063
 AI6063  VERT ORDER      -  SECOND    CLASS I
 AI6063
 AI6063  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6063  Standards:
 AI6063         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6063            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6063  -------------------------------------------------------------------
 AI6063  NETWORK    0.54   0.61           0.25   0.18   0.31      0.07828770
 AI6063  -------------------------------------------------------------------
 AI6063  Click here for local accuracies and other accuracy information.
 AI6063
 AI6063.The horizontal coordinates were established by GPS observations
 AI6063.and adjusted by the National Geodetic Survey in June 2012.
 AI6063
 AI6063.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6063.been affixed to the stable North American tectonic plate. See 
 AI6063.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6063
 AI6063.The horizontal coordinates are valid at the epoch date displayed above
 AI6063.which is a decimal equivalence of Year/Month/Day.
 AI6063
 AI6063.The orthometric height was determined by differential leveling and
 AI6063.adjusted by the WI DEPT OF TRANSP
 AI6063.in May 2012.
 AI6063
 AI6063.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6063.GEOID18 height accuracy estimate available here.
 AI6063
 AI6063.Click photographs - Photos may exist for this station.
 AI6063
 AI6063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6063
 AI6063.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6063
 AI6063.The ellipsoidal height was determined by GPS observations
 AI6063.and is referenced to NAD 83.
 AI6063
 AI6063.The dynamic height is computed by dividing the NAVD 88
 AI6063.geopotential number by the normal gravity value computed on the
 AI6063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6063.degrees latitude (g = 980.6199 gals.).
 AI6063
 AI6063.The modeled gravity was interpolated from observed gravity values.
 AI6063
 AI6063. The following values were computed from the NAD 83(2011) position.
 AI6063
 AI6063;                    North         East     Units Scale Factor Converg.
 AI6063;SPC WI S     -   183,111.525   708,034.149   MT  0.99994125   +0 55 12.2
 AI6063;SPC WI S     -   600,758.39  2,322,942.04   sFT  0.99994125   +0 55 12.2
 AI6063;UTM  16      - 4,833,284.586   366,031.104   MT  0.99982076   -1 08 47.2
 AI6063
 AI6063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6063!SPC WI S     -   0.99996224  x   0.99994125  =   0.99990349
 AI6063!UTM  16      -   0.99996224  x   0.99982076  =   0.99978301
 AI6063
 AI6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6603133284(NAD 83)
 AI6063
 AI6063                          SUPERSEDED SURVEY CONTROL
 AI6063
 AI6063  NAD 83(2007)-  43 38 25.76904(N)    088 39 39.48069(W) AD(2002.00) 0
 AI6063  ELLIP H (02/10/07)  240.829  (m)                       GP(2002.00)    
 AI6063  ELLIP H (11/17/00)  240.837  (m)                       GP(       ) 3 2
 AI6063  NAD 83(1997)-  43 38 25.76905(N)    088 39 39.48075(W) AD(       ) 1
 AI6063  ELLIP H (07/06/00)  240.837  (m)                       GP(       ) 2 1
 AI6063  NAVD 88             276.32   (m)          906.6    (f) LEVELING    3  
 AI6063  NAVD 88 (04/20/07)  276.322  (m)          906.57   (f) SUPERSEDED  2 1
 AI6063  NAVD 88 (10/20/00)  276.296  (m)          906.48   (f) SUPERSEDED  2 1
 AI6063  NAVD 88 (07/06/00)  276.30   (m)  GEOID99  model used  GPS OBS        
 AI6063
 AI6063.Superseded values are not recommended for survey control.
 AI6063
 AI6063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6063.See file dsdata.pdf to determine how the superseded data were derived.
 AI6063
 AI6063_MARKER: DD = SURVEY DISK
 AI6063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6063_STAMPING: 3J21 1999
 AI6063_MARK LOGO: WIDT
 AI6063_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6063+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AI6063
 AI6063  HISTORY     - Date     Condition        Report By
 AI6063  HISTORY     - 1999     MONUMENTED       WIDT
 AI6063  HISTORY     - 20030730 GOOD             USPSQD
 AI6063  HISTORY     - 20040714 GOOD             WIDT
 AI6063  HISTORY     - 20060928 GOOD             USPSQD
 AI6063
 AI6063                          STATION DESCRIPTION
 AI6063
 AI6063'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6063'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHWEST OF FOND DU
 AI6063'LAC, AND 4.8 KM (3.00 MI) NORTHEAST OF WAUPUN.  OWNERSHIP--TOWN OF
 AI6063'WAUPUN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26
 AI6063'(WATERTOWN STREET) WITH STATE HIGHWAY 49 (MAIN STREET) IN THE CITY OF
 AI6063'WAUPUN, GO EAST ON STATE HIGHWAY 49 (MAIN STREET) FOR 0.8 KM (0.50 MI)
 AI6063'TO US HIGHWAY 151 BRIDGE OVER STATE HIGHWAY 49, CONTINUE EAST ON STATE
 AI6063'HIGHWAY 49 FOR 2.9 KM (1.80 MI) TO BANNER ROAD ON THE LEFT, TURN LEFT
 AI6063'AND GO NORTHWEST ON BANNER ROAD FOR 0.56 KM (0.35 MI) TO CHURCH ROAD
 AI6063'ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON CHURCH ROAD FOR 1.69 KM
 AI6063'(1.05 MI) TO THE WILD GOOSE STATE TRAIL CROSSING, CONTINUE EAST ON
 AI6063'CHURCH ROAD FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.  THE
 AI6063'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6063'SURVEY CONTROL STATION DISK STAMPED --2J21 1999-- AND SET IN THE TOP
 AI6063'OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6063'ABOUT 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 6.2 M
 AI6063'(20.3 FT) NORTH OF THE CENTERLINE OF CHURCH ROAD, 91.0 M (298.6 FT)
 AI6063'WEST OF THE CENTERLINE OF PRIVATE ENTRANCE --W10015--, 62.8 M (206.0
 AI6063'FT) EAST-NORTHEAST OF A CONCRETE BASE FOR --MISCHLER BERRY FARM--
 AI6063'SIGN, 52.7 M (172.9 FT) NORTHEAST OF AN 20-CM (8-INCH) DIAMETER STEEL
 AI6063'POST WITH SIGN --TOWN OF WAUPUN W10044--, 45.0 M (147.6 FT) EAST OF
 AI6063'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W10044--, AND 1 M (3.3 FT)
 AI6063'SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI6063'VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE
 AI6063'HORIZON.
 AI6063
 AI6063                          STATION RECOVERY (2003)
 AI6063
 AI6063'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6063'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS
 AI6063'POST IS BROKEN AT THE TOP.
 AI6063
 AI6063                          STATION RECOVERY (2004)
 AI6063
 AI6063'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6063'RECOVERED AS DESCRIBED EXCEPT BROKEN WITNESS POST REPLACED.
 AI6063
 AI6063                          STATION RECOVERY (2006)
 AI6063
 AI6063'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6064 ***********************************************************************
 AI6064  DESIGNATION -  3J22
 AI6064  PID         -  AI6064
 AI6064  STATE/COUNTY-  WI/FOND DU LAC
 AI6064  COUNTRY     -  US
 AI6064  USGS QUAD   -  WAUPUN NORTH (2018)
 AI6064
 AI6064                         *CURRENT SURVEY CONTROL
 AI6064  ______________________________________________________________________
 AI6064* NAD 83(1986) POSITION- 43 38 51.2    (N) 088 38 32.6    (W)   HD_HELD2
 AI6064* NAVD 88 ORTHO HEIGHT -   266.801 (meters)      875.33  (feet) ADJUSTED
 AI6064  ______________________________________________________________________
 AI6064  GEOID HEIGHT    -        -35.569 (meters)                     GEOID18
 AI6064  DYNAMIC HEIGHT  -        266.741 (meters)      875.13  (feet) COMP
 AI6064  MODELED GRAVITY -    980,387.8   (mgal)                       NAVD 88
 AI6064
 AI6064  VERT ORDER      -  SECOND    CLASS I
 AI6064
 AI6064.The horizontal coordinates were established by autonomous hand held GPS
 AI6064.observations and have an estimated accuracy of +/- 10 meters.
 AI6064
 AI6064.The orthometric height was determined by differential leveling and
 AI6064.adjusted by the WI DEPT OF TRANSP
 AI6064.in May 2012.
 AI6064
 AI6064.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6064.GEOID18 height accuracy estimate available here.
 AI6064
 AI6064.Click photographs - Photos may exist for this station.
 AI6064
 AI6064.The dynamic height is computed by dividing the NAVD 88
 AI6064.geopotential number by the normal gravity value computed on the
 AI6064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6064.degrees latitude (g = 980.6199 gals.).
 AI6064
 AI6064.The modeled gravity was interpolated from observed gravity values.
 AI6064
 AI6064;                    North         East    Units  Estimated Accuracy
 AI6064;SPC WI S     -   183,920.      709,520.      MT  (+/- 10 meters HH2 GPS)
 AI6064
 AI6064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6754534039(NAD 83)
 AI6064
 AI6064                          SUPERSEDED SURVEY CONTROL
 AI6064
 AI6064  NAVD 88 (04/20/07)  266.774  (m)          875.24   (f) SUPERSEDED  2 1
 AI6064  NAVD 88 (10/20/00)  266.751  (m)          875.17   (f) SUPERSEDED  2 1
 AI6064
 AI6064.Superseded values are not recommended for survey control.
 AI6064
 AI6064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6064.See file dsdata.pdf to determine how the superseded data were derived.
 AI6064
 AI6064_MARKER: DD = SURVEY DISK
 AI6064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6064_STAMPING: 3J22 1999
 AI6064_MARK LOGO: WIDT
 AI6064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6064+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AI6064
 AI6064  HISTORY     - Date     Condition        Report By
 AI6064  HISTORY     - 1999     MONUMENTED       WIDT
 AI6064  HISTORY     - 20030730 GOOD             USPSQD
 AI6064  HISTORY     - 20040728 GOOD             WIDT
 AI6064  HISTORY     - 20060928 GOOD             USPSQD
 AI6064
 AI6064                          STATION DESCRIPTION
 AI6064
 AI6064'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6064'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHWEST OF FOND DU
 AI6064'LAC, AND 7.2 KM (4.45 MI) NORTHEAST OF WAUPUN.  OWNERSHIP--TOWN OF
 AI6064'OAKFIELD.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26
 AI6064'(WATERTOWN STREET) WITH STATE HIGHWAY 49 (MAIN STREET) IN THE CITY OF
 AI6064'WAUPUN, GO EAST ON STATE HIGHWAY 49 (MAIN STREET) FOR 0.8 KM (0.50 MI)
 AI6064'TO US HIGHWAY 151 BRIDGE OVER STATE HIGHWAY 49, CONTINUE EAST ON STATE
 AI6064'HIGHWAY 49 FOR 2.9 KM (1.80 MI) TO BANNER ROAD ON THE LEFT, TURN LEFT
 AI6064'AND GO NORTHWEST ON BANNER ROAD FOR 0.56 KM (0.35 MI) TO CHURCH ROAD,
 AI6064'TURN RIGHT AND GO NORTHEAST ON CHURCH ROAD FOR 3.30 KM (2.05 MI) TO
 AI6064'COUNTY HIGHWAY D AND OAK CENTER ROAD, TURN RIGHT AND GO EAST ON COUNTY
 AI6064'HIGHWAY D AND OAK CENTER ROAD FOR 0.89 KM (0.55 MI) TO THE WILD GOOSE
 AI6064'STATE TRAIL CROSSING, CONTINUE EAST ON COUNTY HIGHWAY D AND OAK CENTER
 AI6064'ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION
 AI6064'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 AI6064'CONTROL STATION DISK STAMPED --3J22 1999-- AND SET IN THE TOP OF A
 AI6064'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI6064'1 M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 7.1 M (23.3 FT)
 AI6064'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY D AND OAK CENTER RD, 40.5 M
 AI6064'(132.9 FT) SOUTHEAST OF THE JUNCTION OF THE CENTERLINE OF THE ROAD
 AI6064'WITH THE CENTERLINE OF THE STATE TRAIL, 49.5 M (162.4 FT) SOUTHWEST OF
 AI6064'POWER POLE --CAB--, 29.5 M (96.8 FT) NORTHWEST OF TELEPHONE PEDESTAL
 AI6064'--222--, 26.5 M (86.9 FT) NORTHWEST OF GUY WIRE --222-74--, AND 1 M
 AI6064'(3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---VISIBLE
 AI6064'OBSTRUCTIONS AT THIS STATION ARE POWER LINES IN THE NORTHWEST AND
 AI6064'NORTHEAST QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 AI6064
 AI6064                          STATION RECOVERY (2003)
 AI6064
 AI6064'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6064'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.8 FEET
 AI6064'WEST OF THE SOUTHERNMOST METAL POST FOR THE SIGN --OFF ROADWAY
 AI6064'OPERATION OF MOTOR VEHICLES PROHIBITED--.  NOTE-- THERE IS NO WITNESS
 AI6064'POST PRESENT.
 AI6064
 AI6064                          STATION RECOVERY (2004)
 AI6064
 AI6064'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6064'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS ADDED.  STATION IS IN
 AI6064'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6064
 AI6064                          STATION RECOVERY (2006)
 AI6064
 AI6064'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6117 ***********************************************************************
 AI6117  DESIGNATION -  3J23
 AI6117  PID         -  AI6117
 AI6117  STATE/COUNTY-  WI/FOND DU LAC
 AI6117  COUNTRY     -  US
 AI6117  USGS QUAD   -  WAUPUN NORTH (2018)
 AI6117
 AI6117                         *CURRENT SURVEY CONTROL
 AI6117  ______________________________________________________________________
 AI6117* NAD 83(2011) POSITION- 43 37 59.23245(N) 088 38 40.77942(W)   ADJUSTED
 AI6117* NAD 83(2011) ELLIP HT-   227.140 (meters)        (06/27/12)   ADJUSTED
 AI6117* NAD 83(2011) EPOCH   -  2010.00
 AI6117* NAVD 88 ORTHO HEIGHT -   262.674 (meters)      861.79  (feet) ADJUSTED
 AI6117  ______________________________________________________________________
 AI6117  GEOID HEIGHT    -        -35.534 (meters)                     GEOID18
 AI6117  NAD 83(2011) X  -    109,367.885 (meters)                     COMP
 AI6117  NAD 83(2011) Y  - -4,622,569.793 (meters)                     COMP
 AI6117  NAD 83(2011) Z  -  4,378,835.059 (meters)                     COMP
 AI6117  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 AI6117  DYNAMIC HEIGHT  -        262.615 (meters)      861.60  (feet) COMP
 AI6117  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 AI6117
 AI6117  VERT ORDER      -  SECOND    CLASS I
 AI6117
 AI6117  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6117  Standards:
 AI6117         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6117            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6117  -------------------------------------------------------------------
 AI6117  NETWORK    0.69   0.78           0.32   0.23   0.40      0.05895715
 AI6117  -------------------------------------------------------------------
 AI6117  Click here for local accuracies and other accuracy information.
 AI6117
 AI6117.The horizontal coordinates were established by GPS observations
 AI6117.and adjusted by the National Geodetic Survey in June 2012.
 AI6117
 AI6117.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6117.been affixed to the stable North American tectonic plate. See 
 AI6117.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6117
 AI6117.The horizontal coordinates are valid at the epoch date displayed above
 AI6117.which is a decimal equivalence of Year/Month/Day.
 AI6117
 AI6117.The orthometric height was determined by differential leveling and
 AI6117.adjusted by the WI DEPT OF TRANSP
 AI6117.in May 2012.
 AI6117
 AI6117.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6117.GEOID18 height accuracy estimate available here.
 AI6117
 AI6117.Click photographs - Photos may exist for this station.
 AI6117
 AI6117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6117
 AI6117.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6117
 AI6117.The ellipsoidal height was determined by GPS observations
 AI6117.and is referenced to NAD 83.
 AI6117
 AI6117.The dynamic height is computed by dividing the NAVD 88
 AI6117.geopotential number by the normal gravity value computed on the
 AI6117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6117.degrees latitude (g = 980.6199 gals.).
 AI6117
 AI6117.The modeled gravity was interpolated from observed gravity values.
 AI6117
 AI6117. The following values were computed from the NAD 83(2011) position.
 AI6117
 AI6117;                    North         East     Units Scale Factor Converg.
 AI6117;SPC WI S     -   182,313.949   709,362.897   MT  0.99994072   +0 55 52.5
 AI6117;SPC WI S     -   598,141.68  2,327,301.44   sFT  0.99994072   +0 55 52.5
 AI6117;UTM  16      - 4,832,439.721   367,330.070   MT  0.99981650   -1 08 06.2
 AI6117
 AI6117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6117!SPC WI S     -   0.99996438  x   0.99994072  =   0.99990511
 AI6117!UTM  16      -   0.99996438  x   0.99981650  =   0.99978089
 AI6117
 AI6117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6733032439(NAD 83)
 AI6117
 AI6117                          SUPERSEDED SURVEY CONTROL
 AI6117
 AI6117  NAD 83(2007)-  43 37 59.23248(N)    088 38 40.78027(W) AD(2002.00) 0
 AI6117  ELLIP H (02/10/07)  227.175  (m)                       GP(2002.00)    
 AI6117  ELLIP H (11/17/00)  227.182  (m)                       GP(       ) 3 2
 AI6117  NAD 83(1997)-  43 37 59.23247(N)    088 38 40.78031(W) AD(       ) 1
 AI6117  ELLIP H (07/06/00)  227.182  (m)                       GP(       ) 2 1
 AI6117  NAVD 88             262.65   (m)          861.7    (f) LEVELING    3  
 AI6117  NAVD 88 (04/20/07)  262.647  (m)          861.70   (f) SUPERSEDED  2 1
 AI6117  NAVD 88 (10/20/00)  262.620  (m)          861.61   (f) SUPERSEDED  2 1
 AI6117  NAVD 88 (07/06/00)  262.63   (m)  GEOID99  model used  GPS OBS        
 AI6117
 AI6117.Superseded values are not recommended for survey control.
 AI6117
 AI6117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6117.See file dsdata.pdf to determine how the superseded data were derived.
 AI6117
 AI6117_MARKER: DD = SURVEY DISK
 AI6117_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI6117_SP_SET: CONCRETE RETAINING WALL
 AI6117_STAMPING: 3J23 1999
 AI6117_MARK LOGO: WIDT
 AI6117_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI6117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6117+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AI6117
 AI6117  HISTORY     - Date     Condition        Report By
 AI6117  HISTORY     - 1999     MONUMENTED       WIDT
 AI6117  HISTORY     - 20030730 GOOD             USPSQD
 AI6117  HISTORY     - 20040714 GOOD             WIDT
 AI6117  HISTORY     - 20060927 GOOD             USPSQD
 AI6117
 AI6117                          STATION DESCRIPTION
 AI6117
 AI6117'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6117'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) SOUTHWEST OF FOND DU
 AI6117'LAC, AND 8.0 KM (4.95 MI) EAST OF WAUPUN.  OWNERSHIP--WISCONSIN
 AI6117'DEPARTMENT OF NATURAL RESOURCES.  TO REACH THE STATION FROM THE
 AI6117'JUNCTION OF US HIGHWAY 151 BRIDGE OVER STATE HIGHWAY 49 ABOUT 0.8 KM
 AI6117'(0.50 MI) EAST OF THE CITY OF WAUPUN, GO EAST ON STATE HIGHWAY 49 FOR
 AI6117'2.6 KM (1.60 MI) TO BANNER ROAD ON THE LEFT, CONTINUE EAST ON STATE
 AI6117'HIGHWAY 49 FOR 2.66 KM (1.65 MI) TO THE STATION ON THE LEFT.  THE
 AI6117'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6117'SURVEY CONTROL STATION DISK STAMPED --3J23 1999-- AND SET IN THE TOP
 AI6117'OF A RETAINING WALL FOR A CONTROLLED INLET TO A BOX CULVERT FLUSH WITH
 AI6117'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 AI6117'11.8 M (38.7 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 49, 55.5 M
 AI6117'(182.1 FT) EAST OF EAST POST FOR --HORICON MARSH-- HISTORICAL SIGN,
 AI6117'25.6 M (84.0 FT) EAST-NORTHEAST OF WOOD POST FOR --HISTORICAL
 AI6117'MARKER--SIGN, 4.9 M (16.1 FT) NORTHWEST OF MARKER POST FOR CULVERT,
 AI6117'AND 0.4 M (1.3 FT) EAST OF METAL RAILING.
 AI6117
 AI6117                          STATION RECOVERY (2003)
 AI6117
 AI6117'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6117'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET ON TOP
 AI6117'OF AND AT THE SOUTHEAST CORNER OF THE CONCRETE WALL.  IT IS 6 FEET
 AI6117'NORTHEAST OF A METAL PLAQUE --HORICON NATIONAL WILDLIFE REFUGE RADKE
 AI6117'POOL RESTORATION--.
 AI6117
 AI6117                          STATION RECOVERY (2004)
 AI6117
 AI6117'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6117'RECOVERED AS DESCRIBED EXCEPT BANNER ROAD IS 1.8 MILES (NOT 1.6 MILES)
 AI6117'FROM 151 BRIDGE OVER STATE HIGHWAY 49.
 AI6117
 AI6117                          STATION RECOVERY (2006)
 AI6117
 AI6117'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6116 ***********************************************************************
 AI6116  DESIGNATION -  3J24
 AI6116  PID         -  AI6116
 AI6116  STATE/COUNTY-  WI/DODGE
 AI6116  COUNTRY     -  US
 AI6116  USGS QUAD   -  OAKFIELD (2018)
 AI6116
 AI6116                         *CURRENT SURVEY CONTROL
 AI6116  ______________________________________________________________________
 AI6116* NAD 83(2011) POSITION- 43 37 54.21250(N) 088 36 50.46843(W)   ADJUSTED
 AI6116* NAD 83(2011) ELLIP HT-   229.139 (meters)        (06/27/12)   ADJUSTED
 AI6116* NAD 83(2011) EPOCH   -  2010.00
 AI6116* NAVD 88 ORTHO HEIGHT -   264.648 (meters)      868.27  (feet) ADJUSTED
 AI6116  ______________________________________________________________________
 AI6116  GEOID HEIGHT    -        -35.511 (meters)                     GEOID18
 AI6116  NAD 83(2011) X  -    111,842.653 (meters)                     COMP
 AI6116  NAD 83(2011) Y  - -4,622,618.966 (meters)                     COMP
 AI6116  NAD 83(2011) Z  -  4,378,724.300 (meters)                     COMP
 AI6116  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 AI6116  DYNAMIC HEIGHT  -        264.588 (meters)      868.07  (feet) COMP
 AI6116  MODELED GRAVITY -    980,383.2   (mgal)                       NAVD 88
 AI6116
 AI6116  VERT ORDER      -  SECOND    CLASS I
 AI6116
 AI6116  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6116  Standards:
 AI6116         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6116            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6116  -------------------------------------------------------------------
 AI6116  NETWORK    0.64   0.76           0.30   0.21   0.39     -0.00837597
 AI6116  -------------------------------------------------------------------
 AI6116  Click here for local accuracies and other accuracy information.
 AI6116
 AI6116.The horizontal coordinates were established by GPS observations
 AI6116.and adjusted by the National Geodetic Survey in June 2012.
 AI6116
 AI6116.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6116.been affixed to the stable North American tectonic plate. See 
 AI6116.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6116
 AI6116.The horizontal coordinates are valid at the epoch date displayed above
 AI6116.which is a decimal equivalence of Year/Month/Day.
 AI6116
 AI6116.The orthometric height was determined by differential leveling and
 AI6116.adjusted by the WI DEPT OF TRANSP
 AI6116.in May 2012.
 AI6116
 AI6116.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6116.GEOID18 height accuracy estimate available here.
 AI6116
 AI6116.Click photographs - Photos may exist for this station.
 AI6116
 AI6116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6116
 AI6116.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6116
 AI6116.The ellipsoidal height was determined by GPS observations
 AI6116.and is referenced to NAD 83.
 AI6116
 AI6116.The dynamic height is computed by dividing the NAVD 88
 AI6116.geopotential number by the normal gravity value computed on the
 AI6116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6116.degrees latitude (g = 980.6199 gals.).
 AI6116
 AI6116.The modeled gravity was interpolated from observed gravity values.
 AI6116
 AI6116. The following values were computed from the NAD 83(2011) position.
 AI6116
 AI6116;                    North         East     Units Scale Factor Converg.
 AI6116;SPC WI S     -   182,199.693   711,837.758   MT  0.99994062   +0 57 08.3
 AI6116;SPC WI S     -   597,766.83  2,335,421.04   sFT  0.99994062   +0 57 08.3
 AI6116;UTM  16      - 4,832,236.335   369,798.887   MT  0.99980852   -1 06 49.9
 AI6116
 AI6116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6116!SPC WI S     -   0.99996407  x   0.99994062  =   0.99990469
 AI6116!UTM  16      -   0.99996407  x   0.99980852  =   0.99977260
 AI6116
 AI6116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6979832236(NAD 83)
 AI6116
 AI6116                          SUPERSEDED SURVEY CONTROL
 AI6116
 AI6116  NAD 83(2007)-  43 37 54.21253(N)    088 36 50.46927(W) AD(2002.00) 0
 AI6116  ELLIP H (02/10/07)  229.175  (m)                       GP(2002.00)    
 AI6116  ELLIP H (11/17/00)  229.181  (m)                       GP(       ) 3 2
 AI6116  NAD 83(1997)-  43 37 54.21251(N)    088 36 50.46931(W) AD(       ) 1
 AI6116  ELLIP H (07/06/00)  229.181  (m)                       GP(       ) 2 1
 AI6116  NAVD 88             264.62   (m)          868.2    (f) LEVELING    3  
 AI6116  NAVD 88 (04/20/07)  264.621  (m)          868.18   (f) SUPERSEDED  2 1
 AI6116  NAVD 88 (10/20/00)  264.595  (m)          868.09   (f) SUPERSEDED  2 1
 AI6116  NAVD 88 (07/06/00)  264.60   (m)  GEOID99  model used  GPS OBS        
 AI6116
 AI6116.Superseded values are not recommended for survey control.
 AI6116
 AI6116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6116.See file dsdata.pdf to determine how the superseded data were derived.
 AI6116
 AI6116_MARKER: DD = SURVEY DISK
 AI6116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6116_STAMPING: 3J24 1999
 AI6116_MARK LOGO: WIDT
 AI6116_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6116+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AI6116
 AI6116  HISTORY     - Date     Condition        Report By
 AI6116  HISTORY     - 1999     MONUMENTED       WIDT
 AI6116  HISTORY     - 20030813 GOOD             USPSQD
 AI6116  HISTORY     - 20040709 GOOD             WIDT
 AI6116  HISTORY     - 20060927 GOOD             USPSQD
 AI6116
 AI6116                          STATION DESCRIPTION
 AI6116
 AI6116'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6116'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHWEST OF FOND DU
 AI6116'LAC, AND 9.7 KM (6.00 MI) EAST OF WAUPUN.  OWNERSHIP--WISCONSIN
 AI6116'DEPARTMENT OF NATURAL RESOURCES.  TO REACH THE STATION FROM THE
 AI6116'JUNCTION OF US HIGHWAY 151 BRIDGE OVER STATE HIGHWAY 49 ABOUT 0.8 KM
 AI6116'(0.50 MI) EAST OF THE CITY OF WAUPUN, GO EAST ON STATE HIGHWAY 49 FOR
 AI6116'7.64 KM (4.75 MI) TO WILDGOOSE ROAD ON THE LEFT, CONTINUE EAST ON
 AI6116'STATE HIGHWAY 49 FOR 25 M (82.0 FT) TO THE STATION ON THE RIGHT.  THE
 AI6116'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6116'SURVEY CONTROL STATION DISK STAMPED --3J24 1999-- AND SET IN THE TOP
 AI6116'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6116'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 18.0 M (59.1
 AI6116'FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 49, 26.5 M (86.9 FT)
 AI6116'SOUTH OF THE EXTENDED CENTERLINE OF WILDGOOSE ROAD, 13.1 M (43.0 FT)
 AI6116'EAST OF WOOD POST FOR --AREA BEYOND THIS SIGN CLOSED--, 11.9 M (39.0
 AI6116'FT) SOUTH-SOUTHEAST OF CENTERLINE OF FIELD ENTRANCE, AND 1.0 M (3.3
 AI6116'FT) NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 AI6116
 AI6116                          STATION RECOVERY (2003)
 AI6116
 AI6116'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6116'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 30 FEET
 AI6116'SOUTH-SOUTHWEST OF AN --ADOPT-A-HIGHWAY-- SIGN.
 AI6116
 AI6116                          STATION RECOVERY (2004)
 AI6116
 AI6116'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6116'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6116'IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI6116'POSTS.  THE STATION IS 16.9 M EAST OF A WOOD POST FOR --AREA BEYOND
 AI6116'THIS SIGN CLOSED--, AND 8.1 M (26.5 FT) SOUTH-SOUTHWEST OF AN
 AI6116'--ADOPT-A-HIGHWAY-- SIGN.
 AI6116
 AI6116                          STATION RECOVERY (2006)
 AI6116
 AI6116'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6106 ***********************************************************************
 AI6106  DESIGNATION -  3J25
 AI6106  PID         -  AI6106
 AI6106  STATE/COUNTY-  WI/DODGE
 AI6106  COUNTRY     -  US
 AI6106  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6106
 AI6106                         *CURRENT SURVEY CONTROL
 AI6106  ______________________________________________________________________
 AI6106* NAD 83(2011) POSITION- 43 34 11.98634(N) 088 31 52.78895(W)   ADJUSTED
 AI6106* NAD 83(2011) ELLIP HT-   278.061 (meters)        (06/27/12)   ADJUSTED
 AI6106* NAD 83(2011) EPOCH   -  2010.00
 AI6106* NAVD 88 ORTHO HEIGHT -   313.352 (meters)     1028.06  (feet) ADJUSTED
 AI6106  ______________________________________________________________________
 AI6106  GEOID HEIGHT    -        -35.291 (meters)                     GEOID18
 AI6106  NAD 83(2011) X  -    118,635.994 (meters)                     COMP
 AI6106  NAD 83(2011) Y  - -4,627,216.567 (meters)                     COMP
 AI6106  NAD 83(2011) Z  -  4,373,791.236 (meters)                     COMP
 AI6106  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 AI6106  DYNAMIC HEIGHT  -        313.280 (meters)     1027.82  (feet) COMP
 AI6106  MODELED GRAVITY -    980,380.7   (mgal)                       NAVD 88
 AI6106
 AI6106  VERT ORDER      -  SECOND    CLASS I
 AI6106
 AI6106  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6106  Standards:
 AI6106         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6106            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6106  -------------------------------------------------------------------
 AI6106  NETWORK    0.54   0.65           0.25   0.18   0.33     -0.08767098
 AI6106  -------------------------------------------------------------------
 AI6106  Click here for local accuracies and other accuracy information.
 AI6106
 AI6106.The horizontal coordinates were established by GPS observations
 AI6106.and adjusted by the National Geodetic Survey in June 2012.
 AI6106
 AI6106.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6106.been affixed to the stable North American tectonic plate. See 
 AI6106.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6106
 AI6106.The horizontal coordinates are valid at the epoch date displayed above
 AI6106.which is a decimal equivalence of Year/Month/Day.
 AI6106
 AI6106.The orthometric height was determined by differential leveling and
 AI6106.adjusted by the WI DEPT OF TRANSP
 AI6106.in May 2012.
 AI6106
 AI6106.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6106.GEOID18 height accuracy estimate available here.
 AI6106
 AI6106.Click photographs - Photos may exist for this station.
 AI6106
 AI6106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6106
 AI6106.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6106
 AI6106.The ellipsoidal height was determined by GPS observations
 AI6106.and is referenced to NAD 83.
 AI6106
 AI6106.The dynamic height is computed by dividing the NAVD 88
 AI6106.geopotential number by the normal gravity value computed on the
 AI6106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6106.degrees latitude (g = 980.6199 gals.).
 AI6106
 AI6106.The modeled gravity was interpolated from observed gravity values.
 AI6106
 AI6106. The following values were computed from the NAD 83(2011) position.
 AI6106
 AI6106;                    North         East     Units Scale Factor Converg.
 AI6106;SPC WI S     -   175,456.965   718,630.199   MT  0.99993687   +1 00 32.9
 AI6106;SPC WI S     -   575,645.06  2,357,705.91   sFT  0.99993687   +1 00 32.9
 AI6106;UTM  16      - 4,825,254.163   376,342.982   MT  0.99978809   -1 03 20.1
 AI6106
 AI6106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6106!SPC WI S     -   0.99995640  x   0.99993687  =   0.99989327
 AI6106!UTM  16      -   0.99995640  x   0.99978809  =   0.99974450
 AI6106
 AI6106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7634225254(NAD 83)
 AI6106
 AI6106                          SUPERSEDED SURVEY CONTROL
 AI6106
 AI6106  NAD 83(2007)-  43 34 11.98637(N)    088 31 52.78979(W) AD(2002.00) 0
 AI6106  ELLIP H (02/10/07)  278.096  (m)                       GP(2002.00)    
 AI6106  ELLIP H (11/17/00)  278.104  (m)                       GP(       ) 3 2
 AI6106  NAD 83(1997)-  43 34 11.98634(N)    088 31 52.78986(W) AD(       ) 1
 AI6106  ELLIP H (07/06/00)  278.104  (m)                       GP(       ) 2 1
 AI6106  NAVD 88             313.33   (m)         1028.0    (f) LEVELING    3  
 AI6106  NAVD 88 (04/20/07)  313.325  (m)         1027.97   (f) SUPERSEDED  2 1
 AI6106  NAVD 88 (10/20/00)  313.304  (m)         1027.90   (f) SUPERSEDED  2 1
 AI6106  NAVD 88 (07/06/00)  313.31   (m)  GEOID99  model used  GPS OBS        
 AI6106
 AI6106.Superseded values are not recommended for survey control.
 AI6106
 AI6106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6106.See file dsdata.pdf to determine how the superseded data were derived.
 AI6106
 AI6106_MARKER: DD = SURVEY DISK
 AI6106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6106_STAMPING: 3J25 1999
 AI6106_MARK LOGO: WIDT
 AI6106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6106+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6106
 AI6106  HISTORY     - Date     Condition        Report By
 AI6106  HISTORY     - 1999     MONUMENTED       WIDT
 AI6106  HISTORY     - 20030806 GOOD             USPSQD
 AI6106  HISTORY     - 20040709 GOOD             WIDT
 AI6106  HISTORY     - 20060924 GOOD             USPSQD
 AI6106
 AI6106                          STATION DESCRIPTION
 AI6106
 AI6106'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6106'THE STATION IS LOCATED ABOUT 24.9 KM (15.45 MI) SOUTHWEST OF FOND DU
 AI6106'LAC, AND 8.0 KM (4.95 MI) NORTH-NORTHEAST OF MAYVILLE. OWNERSHIP-DODGE
 AI6106'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI6106'STATE HIGHWAY 67 ABOUT 0.8 KM (0.50 MI) EAST OF THE VILLAGE OF LOMIRA,
 AI6106'GO WEST ON STATE HIGHWAY 67 FOR 1.6 KM (1.00 MI) TO THE JUNCTION OF
 AI6106'STATE HIGHWAY 175 AND STATE HIGHWAY 67 WITH COUNTY HIGHWAY H, CONTINUE
 AI6106'WEST ON COUNTY HIGHWAY H FOR 3.9 KM (2.40 MI) TO COUNTY HIGHWAY AY,
 AI6106'CONTINUE WEST ON COUNTY HIGHWAY H (LOMIRA ROAD) FOR 2.6 KM (1.60 MI)
 AI6106'TO COUNTY HIGHWAY V TURN LEFT, AND GO SOUTH ON COUNTY HIGHWAY V FOR
 AI6106'1.6 KM (1.00 MI) TO COUNTY HIGHWAY Y, CONTINUE SOUTH ON COUNTY HIGHWAY
 AI6106'V FOR 0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI6106'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6106'STATION DISK STAMPED --3J25 1999-- AND SET IN THE TOP OF A 41 CM
 AI6106'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M
 AI6106'(1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.0 M (29.5 FT)
 AI6106'WEST OF THE CENTERLINE OF COUNTY HIGHWAY V, 41.7 M (136.8 FT)
 AI6106'SOUTHWEST OF TELEPHONE PEDESTAL --15--, 38.2 M (125.3 FT) SOUTH OF
 AI6106'WESTERN MOST WOOD POST FOR --STOP AHEAD-- SIGN, 37.8 M (124.0 FT)
 AI6106'NORTHWEST OF POWER POLE --13-16-25 25/40--, AND 0.7 M (2.3 FT) EAST OF
 AI6106'A WHITE PLASTIC WITNESS POST.
 AI6106
 AI6106                          STATION RECOVERY (2003)
 AI6106
 AI6106'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6106'RECOVERED IN GOOD CONDITION.
 AI6106
 AI6106                          STATION RECOVERY (2004)
 AI6106
 AI6106'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6106'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6106'IS 0.7 M EAST, 1 M SOUTHWEST AND 1 M NORTHWEST OF THREE WHITE PLASTIC
 AI6106'WITNESS POSTS.  OBSTRUCTION- UTILITY LINE RUNNING NORTH TO SOUTH ON
 AI6106'THE EAST SIDE OF THE STREET RISING TO APPROXIMATELY 20 DEGREES ABOVE
 AI6106'THE HORIZON.
 AI6106
 AI6106                          STATION RECOVERY (2006)
 AI6106
 AI6106'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6105 ***********************************************************************
 AI6105  DESIGNATION -  3J26
 AI6105  PID         -  AI6105
 AI6105  STATE/COUNTY-  WI/DODGE
 AI6105  COUNTRY     -  US
 AI6105  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6105
 AI6105                         *CURRENT SURVEY CONTROL
 AI6105  ______________________________________________________________________
 AI6105* NAD 83(2011) POSITION- 43 35 14.27683(N) 088 30 52.62072(W)   ADJUSTED
 AI6105* NAD 83(2011) ELLIP HT-   291.089 (meters)        (06/27/12)   ADJUSTED
 AI6105* NAD 83(2011) EPOCH   -  2010.00
 AI6105* NAVD 88 ORTHO HEIGHT -   326.405 (meters)     1070.88  (feet) ADJUSTED
 AI6105  ______________________________________________________________________
 AI6105  GEOID HEIGHT    -        -35.321 (meters)                     GEOID18
 AI6105  NAD 83(2011) X  -    119,951.656 (meters)                     COMP
 AI6105  NAD 83(2011) Y  - -4,625,866.363 (meters)                     COMP
 AI6105  NAD 83(2011) Z  -  4,375,192.938 (meters)                     COMP
 AI6105  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 AI6105  DYNAMIC HEIGHT  -        326.331 (meters)     1070.64  (feet) COMP
 AI6105  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 AI6105
 AI6105  VERT ORDER      -  SECOND    CLASS I
 AI6105
 AI6105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6105  Standards:
 AI6105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6105  -------------------------------------------------------------------
 AI6105  NETWORK    0.54   0.63           0.25   0.18   0.32     -0.08092267
 AI6105  -------------------------------------------------------------------
 AI6105  Click here for local accuracies and other accuracy information.
 AI6105
 AI6105.The horizontal coordinates were established by GPS observations
 AI6105.and adjusted by the National Geodetic Survey in June 2012.
 AI6105
 AI6105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6105.been affixed to the stable North American tectonic plate. See 
 AI6105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6105
 AI6105.The horizontal coordinates are valid at the epoch date displayed above
 AI6105.which is a decimal equivalence of Year/Month/Day.
 AI6105
 AI6105.The orthometric height was determined by differential leveling and
 AI6105.adjusted by the WI DEPT OF TRANSP
 AI6105.in May 2012.
 AI6105
 AI6105.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6105.GEOID18 height accuracy estimate available here.
 AI6105
 AI6105.Click photographs - Photos may exist for this station.
 AI6105
 AI6105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6105
 AI6105.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6105
 AI6105.The ellipsoidal height was determined by GPS observations
 AI6105.and is referenced to NAD 83.
 AI6105
 AI6105.The dynamic height is computed by dividing the NAVD 88
 AI6105.geopotential number by the normal gravity value computed on the
 AI6105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6105.degrees latitude (g = 980.6199 gals.).
 AI6105
 AI6105.The modeled gravity was interpolated from observed gravity values.
 AI6105
 AI6105. The following values were computed from the NAD 83(2011) position.
 AI6105
 AI6105;                    North         East     Units Scale Factor Converg.
 AI6105;SPC WI S     -   177,402.875   719,945.824   MT  0.99993781   +1 01 14.2
 AI6105;SPC WI S     -   582,029.27  2,362,022.26   sFT  0.99993781   +1 01 14.2
 AI6105;UTM  16      - 4,827,151.119   377,727.655   MT  0.99978390   -1 02 39.8
 AI6105
 AI6105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6105!SPC WI S     -   0.99995436  x   0.99993781  =   0.99989217
 AI6105!UTM  16      -   0.99995436  x   0.99978390  =   0.99973827
 AI6105
 AI6105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7772727151(NAD 83)
 AI6105
 AI6105                          SUPERSEDED SURVEY CONTROL
 AI6105
 AI6105  NAD 83(2007)-  43 35 14.27685(N)    088 30 52.62156(W) AD(2002.00) 0
 AI6105  ELLIP H (02/10/07)  291.124  (m)                       GP(2002.00)    
 AI6105  ELLIP H (11/17/00)  291.132  (m)                       GP(       ) 3 2
 AI6105  NAD 83(1997)-  43 35 14.27681(N)    088 30 52.62164(W) AD(       ) 1
 AI6105  ELLIP H (07/06/00)  291.132  (m)                       GP(       ) 2 1
 AI6105  NAVD 88             326.38   (m)         1070.8    (f) LEVELING    3  
 AI6105  NAVD 88 (04/20/07)  326.378  (m)         1070.79   (f) SUPERSEDED  2 1
 AI6105  NAVD 88 (10/20/00)  326.358  (m)         1070.73   (f) SUPERSEDED  2 1
 AI6105  NAVD 88 (07/06/00)  326.36   (m)  GEOID99  model used  GPS OBS        
 AI6105
 AI6105.Superseded values are not recommended for survey control.
 AI6105
 AI6105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6105.See file dsdata.pdf to determine how the superseded data were derived.
 AI6105
 AI6105_MARKER: DD = SURVEY DISK
 AI6105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6105_STAMPING: 3J26 1999
 AI6105_MARK LOGO: WIDT
 AI6105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6105+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6105
 AI6105  HISTORY     - Date     Condition        Report By
 AI6105  HISTORY     - 1999     MONUMENTED       WIDT
 AI6105  HISTORY     - 20030806 GOOD             USPSQD
 AI6105  HISTORY     - 20040709 GOOD             WIDT
 AI6105  HISTORY     - 20060924 GOOD             USPSQD
 AI6105
 AI6105                          STATION DESCRIPTION
 AI6105
 AI6105'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6105'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTH-SOUTHWEST OF
 AI6105'FOND DU LAC, AND 9.7 KM (6.00 MI) NORTH-NORTHEAST OF MAYVILLE.
 AI6105'OWNERSHIP-DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6105'STATE HIGHWAY 67 WITH US HIGHWAY 41 ABOUT 0.8 KM (0.50 MI) EAST OF THE
 AI6105'VILLAGE OF LOMIRA, GO WEST ON STATE HIGHWAY 67 FOR 1.6 KM (1.00 MI) TO
 AI6105'THE JUNCTION OF STATE HIGHWAY 175 WITH STATE HIGHWAY 67 AND COUNTY
 AI6105'HIGHWAY H, CONTINUE WEST ON COUNTY HIGHWAY H FOR 3.9 KM (2.40 MI) TO
 AI6105'COUNTY HIGHWAY AY, CONTINUE WEST ON COUNTY HIGHWAY H (LOMIRA ROAD) FOR
 AI6105'1.21 KM (0.75 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6105'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6105'DISK STAMPED --3J26 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6105'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6105'HIGHWAY PAVEMENT.  THE STATION IS 9.2 M (30.2 FT) SOUTH OF THE
 AI6105'CENTERLINE OF COUNTY HIGHWAY H (LOMIRA ROAD) , 51 M (167.3 FT) WEST OF
 AI6105'PRIVATE ENTRANCE --W2385--, 21.3 M (69.9 FT) SOUTHWEST OF POWER POLE
 AI6105'--95 08258 --, 2.9 M (9.5 FT) NORTHEAST OF WOOD CORNER POST, AND 0.3 M
 AI6105'(1.0 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 AI6105
 AI6105                          STATION RECOVERY (2003)
 AI6105
 AI6105'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6105'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9.5 FEET NORTH OF A
 AI6105'WHITE WOODEN FENCE CORNER POST.
 AI6105
 AI6105                          STATION RECOVERY (2004)
 AI6105
 AI6105'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6105'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6105'IS .3 M NORTH, .8 M SOUTHEAST AND .9 M SOUTHWEST OF A 3 WHITE PLASTIC
 AI6105'WITNESS POSTS.  OBSTRUCTION- MENTIONED UTILITY LINES RISING TO
 AI6105'APPROXIMATELY 20 DEGREES ABOVE THE HORIZON.
 AI6105
 AI6105                          STATION RECOVERY (2006)
 AI6105
 AI6105'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6018 ***********************************************************************
 AI6018  DESIGNATION -  3J27
 AI6018  PID         -  AI6018
 AI6018  STATE/COUNTY-  WI/DODGE
 AI6018  COUNTRY     -  US
 AI6018  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6018
 AI6018                         *CURRENT SURVEY CONTROL
 AI6018  ______________________________________________________________________
 AI6018* NAD 83(1986) POSITION- 43 30 12.4    (N) 088 33 18.8    (W)   HD_HELD2
 AI6018* NAVD 88 ORTHO HEIGHT -   288.960 (meters)      948.03  (feet) ADJUSTED
 AI6018  ______________________________________________________________________
 AI6018  GEOID HEIGHT    -        -35.159 (meters)                     GEOID18
 AI6018  DYNAMIC HEIGHT  -        288.894 (meters)      947.81  (feet) COMP
 AI6018  MODELED GRAVITY -    980,384.8   (mgal)                       NAVD 88
 AI6018
 AI6018  VERT ORDER      -  SECOND    CLASS I
 AI6018
 AI6018.The horizontal coordinates were established by autonomous hand held GPS
 AI6018.observations and have an estimated accuracy of +/- 10 meters.
 AI6018
 AI6018.The orthometric height was determined by differential leveling and
 AI6018.adjusted by the WI DEPT OF TRANSP
 AI6018.in May 2012.
 AI6018
 AI6018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6018.GEOID18 height accuracy estimate available here.
 AI6018
 AI6018.Click photographs - Photos may exist for this station.
 AI6018
 AI6018.The dynamic height is computed by dividing the NAVD 88
 AI6018.geopotential number by the normal gravity value computed on the
 AI6018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6018.degrees latitude (g = 980.6199 gals.).
 AI6018
 AI6018.The modeled gravity was interpolated from observed gravity values.
 AI6018
 AI6018;                    North         East    Units  Estimated Accuracy
 AI6018;SPC WI S     -   168,031.      716,829.      MT  (+/- 10 meters HH2 GPS)
 AI6018
 AI6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7427517898(NAD 83)
 AI6018
 AI6018                          SUPERSEDED SURVEY CONTROL
 AI6018
 AI6018  NAVD 88 (04/20/07)  288.933  (m)          947.94   (f) SUPERSEDED  2 1
 AI6018  NAVD 88 (10/20/00)  288.914  (m)          947.88   (f) SUPERSEDED  2 1
 AI6018
 AI6018.Superseded values are not recommended for survey control.
 AI6018
 AI6018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6018.See file dsdata.pdf to determine how the superseded data were derived.
 AI6018
 AI6018_MARKER: DD = SURVEY DISK
 AI6018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6018_STAMPING: 3J27 1999
 AI6018_MARK LOGO: WIDT
 AI6018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6018+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AI6018
 AI6018  HISTORY     - Date     Condition        Report By
 AI6018  HISTORY     - 1999     MONUMENTED       WIDT
 AI6018  HISTORY     - 20030807 GOOD             USPSQD
 AI6018  HISTORY     - 20040603 GOOD             WIDT
 AI6018  HISTORY     - 20060927 GOOD             USPSQD
 AI6018
 AI6018                          STATION DESCRIPTION
 AI6018
 AI6018'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6018'THE STATION IS LOCATED APPROXIMATELY 24.1 KM (14.95 MI) EAST-NORTHEAST
 AI6018'OF BEAVER DAM, IN MAYVILLE AT THE MAYVILLE HIGH SCHOOL.
 AI6018'OWNERSHIP--MAYVILLE SCHOOL DISTRICT.  TO REACH THE STATION FROM THE
 AI6018'JUNCTION OF STATE HIGHWAY 28 WITH STATE HIGHWAY 67 AT THE INTERSECTION
 AI6018'OF HORICON STREET AND MAIN STREET IN THE CITY OF MAYVILLE, GO WEST ON
 AI6018'STATE HIGHWAY 28 FOR 1.0 KM (0.60 MI) TO CLARK STREET ON RIGHT, TURN
 AI6018'RIGHT AND GO NORTH ON CLARK STREET FOR 0.8 KM (0.50 MI) TO
 AI6018'BRECKENRIDGE STREET CONTINUE NORTH ON CLARK STREET FOR 0.24 KM (0.15
 AI6018'MI) TO THE HIGH SCHOOL ENTRANCE ROAD ON THE RIGHT,TURN RIGHT AND GO
 AI6018'EAST ON THE ENTRANCE ROAD FOR 0.5 KM (0.30 MI) ROAD TO WHERE THE ROAD
 AI6018'CURVES LEFT, CONTINUE LEFT AND GO NORTH ON THE ENTRANCE ROAD FOR 0.08
 AI6018'KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6018'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6018'DISK STAMPED --3J27 1999-- SET IN THE TOP OF A 41-CM (16-IN) DIAMETER
 AI6018'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 3.0 M (9.8 FT) ABOVE THE
 AI6018'PAVEMENT.  THE STATION IS 15.2 M (49.9 FT) EAST OF THE CENTERLINE OF
 AI6018'THE HIGH SCHOOL ACCESS ROAD, 56.3 M (184.7 FT) WEST-SOUTHWEST OF THE
 AI6018'NORTHEAST MOST CORNER POST OF A TENNIS COURT FENCE, 34.9 M (114.5 FT)
 AI6018'EAST OF SOUTHEAST MASONRY CORNER OF HIGH SCHOOL, AND 29.3 M (96.1 FT)
 AI6018'SOUTHEAST OF SOUTHEAST CORNER OF WOOD UTILITY SHED.  ---NOTE---THIS
 AI6018'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI6018'ABOVE THE HORIZON.
 AI6018
 AI6018                          STATION RECOVERY (2003)
 AI6018
 AI6018'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6018'RECOVERED IN GOOD CONDITION.
 AI6018
 AI6018                          STATION RECOVERY (2004)
 AI6018
 AI6018'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6018'RECOVERED AS DESCRIBED EXCEPT UTILITY SHED IS IN A DIFFERENT LOCATION
 AI6018'AND MORE SHEDS HAVE BEEN ADDED.
 AI6018
 AI6018                          STATION RECOVERY (2006)
 AI6018
 AI6018'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6019 ***********************************************************************
 AI6019  DESIGNATION -  3J29
 AI6019  PID         -  AI6019
 AI6019  STATE/COUNTY-  WI/DODGE
 AI6019  COUNTRY     -  US
 AI6019  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6019
 AI6019                         *CURRENT SURVEY CONTROL
 AI6019  ______________________________________________________________________
 AI6019* NAD 83(1986) POSITION- 43 30 24.2    (N) 088 32 31.3    (W)   HD_HELD2
 AI6019* NAVD 88 ORTHO HEIGHT -   276.791 (meters)      908.11  (feet) ADJUSTED
 AI6019  ______________________________________________________________________
 AI6019  GEOID HEIGHT    -        -35.158 (meters)                     GEOID18
 AI6019  DYNAMIC HEIGHT  -        276.728 (meters)      907.90  (feet) COMP
 AI6019  MODELED GRAVITY -    980,384.5   (mgal)                       NAVD 88
 AI6019
 AI6019  VERT ORDER      -  SECOND    CLASS I
 AI6019
 AI6019.The horizontal coordinates were established by autonomous hand held GPS
 AI6019.observations and have an estimated accuracy of +/- 10 meters.
 AI6019
 AI6019.The orthometric height was determined by differential leveling and
 AI6019.adjusted by the WI DEPT OF TRANSP
 AI6019.in May 2012.
 AI6019
 AI6019.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6019.GEOID18 height accuracy estimate available here.
 AI6019
 AI6019.Click photographs - Photos may exist for this station.
 AI6019
 AI6019.The dynamic height is computed by dividing the NAVD 88
 AI6019.geopotential number by the normal gravity value computed on the
 AI6019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6019.degrees latitude (g = 980.6199 gals.).
 AI6019
 AI6019.The modeled gravity was interpolated from observed gravity values.
 AI6019
 AI6019;                    North         East    Units  Estimated Accuracy
 AI6019;SPC WI S     -   168,413.      717,889.      MT  (+/- 10 meters HH2 GPS)
 AI6019
 AI6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7534818242(NAD 83)
 AI6019
 AI6019                          SUPERSEDED SURVEY CONTROL
 AI6019
 AI6019  NAVD 88 (04/20/07)  276.764  (m)          908.02   (f) SUPERSEDED  2 1
 AI6019  NAVD 88 (10/20/00)  276.745  (m)          907.95   (f) SUPERSEDED  2 1
 AI6019
 AI6019.Superseded values are not recommended for survey control.
 AI6019
 AI6019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6019.See file dsdata.pdf to determine how the superseded data were derived.
 AI6019
 AI6019_MARKER: DD = SURVEY DISK
 AI6019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6019_STAMPING: 3J29 1999
 AI6019_MARK LOGO: WIDT
 AI6019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6019+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AI6019
 AI6019  HISTORY     - Date     Condition        Report By
 AI6019  HISTORY     - 1999     MONUMENTED       WIDT
 AI6019  HISTORY     - 20030807 GOOD             USPSQD
 AI6019  HISTORY     - 20040603 GOOD             WIDT
 AI6019  HISTORY     - 20060927 GOOD             USPSQD
 AI6019
 AI6019                          STATION DESCRIPTION
 AI6019
 AI6019'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6019'THE STATION IS LOCATED APPROXIMATELY 24.1 KM (14.95 MI) EAST-NORTHEAST
 AI6019'OF BEAVER DAM, IN MAYVILLE.  OWNERSHIP--CITY OF MAYVILLE.  TO REACH
 AI6019'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 WITH STATE HIGHWAY
 AI6019'67 AT THE INTERSECTION OF HORICON STREET AND MAIN STREET IN THE CITY
 AI6019'OF MAYVILLE, GO NORTH ON STATE HIGHWAYS 28 AND 67 FOR 2.66 KM (1.65
 AI6019'MI) TO THE SOUTH END OF BRIDGE --B-14-67-70-- OVER EAST BRANCH ROCK
 AI6019'RIVER AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6019'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6019'STAMPED --3J29 1999-- SET IN THE TOP OF A DAM RETAINING WALL FLUSH
 AI6019'WITH THE GROUND AND ABOUT 1.5 M (4.9 FT) BELOW THE HIGHWAY PAVEMENT.
 AI6019'THE STATION IS 11.2 M (36.7 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 AI6019'STATE HIGHWAYS 28 AND 67, 18.5 M (60.7 FT) NORTH-NORTHWEST OF THE TOP
 AI6019'OF THE SOUTH DAM WALL, 8.7 M (28.5 FT) NORTH OF AN 20-CM (8-INCH)
 AI6019'MAPLE TREE, 7.0 M (23.0 FT) NORTHEAST OF THE NORTHWESTERN MOST WOOD
 AI6019'POST OF A WISCONSIN HISTORICAL SIGN --WISCONSINS FIRST IRON SMELTER--,
 AI6019'3.1 M (10.2 FT) SOUTH-SOUTHEAST OF THE TOP NORTHEAST CORNER OF EAST
 AI6019'EDGE OF SOUTH BRIDGE ABUTMENT --B-14-67-70--, AND 0.25 M (0.82 FT)
 AI6019'SOUTH-SOUTHWEST OF WESTERN MOST METAL POST FOR CHAIN LINK FENCE.
 AI6019'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE A POWER POLE IN THE
 AI6019'WEST QUADRANT EXTENDING TO 23 DEGREES ABOVE THE HORIZON, A POWER POLE
 AI6019'IN THE SOUTHWEST QUADRANT EXTENDING TO 22 DEGREES ABOVE THE HORIZON, A
 AI6019'POWERLINE SPANNING THE DISTANCE OF THE TWO REFERENCED POWER POLES
 AI6019'EXTENDING TO 25 DEGREES ABOVE THE HORIZON, AND A TREE IN THE SOUTH AND
 AI6019'SOUTHEAST QUADRANTS EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
 AI6019
 AI6019                          STATION RECOVERY (2003)
 AI6019
 AI6019'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6019'RECOVERED IN GOOD CONDITION.  NOTE-- THE TREE TO THE SOUTHEAST IS
 AI6019'GROWING TALL ENOUGH THAT IT MAY OBSTRUCT SATELLITE OBSERVATIONS.
 AI6019
 AI6019                          STATION RECOVERY (2004)
 AI6019
 AI6019'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6019'RECOVERED AS DESCRIBED.
 AI6019
 AI6019                          STATION RECOVERY (2006)
 AI6019
 AI6019'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6020 ***********************************************************************
 AI6020  DESIGNATION -  3J30
 AI6020  PID         -  AI6020
 AI6020  STATE/COUNTY-  WI/DODGE
 AI6020  COUNTRY     -  US
 AI6020  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6020
 AI6020                         *CURRENT SURVEY CONTROL
 AI6020  ______________________________________________________________________
 AI6020* NAD 83(1986) POSITION- 43 30 52.9    (N) 088 30 26.2    (W)   HD_HELD2
 AI6020* NAVD 88 ORTHO HEIGHT -   290.484 (meters)      953.03  (feet) ADJUSTED
 AI6020  ______________________________________________________________________
 AI6020  GEOID HEIGHT    -        -35.152 (meters)                     GEOID18
 AI6020  DYNAMIC HEIGHT  -        290.418 (meters)      952.81  (feet) COMP
 AI6020  MODELED GRAVITY -    980,385.1   (mgal)                       NAVD 88
 AI6020
 AI6020  VERT ORDER      -  SECOND    CLASS I
 AI6020
 AI6020.The horizontal coordinates were established by autonomous hand held GPS
 AI6020.observations and have an estimated accuracy of +/- 10 meters.
 AI6020
 AI6020.The orthometric height was determined by differential leveling and
 AI6020.adjusted by the WI DEPT OF TRANSP
 AI6020.in May 2012.
 AI6020
 AI6020.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6020.GEOID18 height accuracy estimate available here.
 AI6020
 AI6020.Click photographs - Photos may exist for this station.
 AI6020
 AI6020.The dynamic height is computed by dividing the NAVD 88
 AI6020.geopotential number by the normal gravity value computed on the
 AI6020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6020.degrees latitude (g = 980.6199 gals.).
 AI6020
 AI6020.The modeled gravity was interpolated from observed gravity values.
 AI6020
 AI6020;                    North         East    Units  Estimated Accuracy
 AI6020;SPC WI S     -   169,349.      720,683.      MT  (+/- 10 meters HH2 GPS)
 AI6020
 AI6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7817319076(NAD 83)
 AI6020
 AI6020                          SUPERSEDED SURVEY CONTROL
 AI6020
 AI6020  NAVD 88 (04/20/07)  290.456  (m)          952.94   (f) SUPERSEDED  2 1
 AI6020  NAVD 88 (10/20/00)  290.436  (m)          952.87   (f) SUPERSEDED  2 1
 AI6020
 AI6020.Superseded values are not recommended for survey control.
 AI6020
 AI6020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6020.See file dsdata.pdf to determine how the superseded data were derived.
 AI6020
 AI6020_MARKER: DD = SURVEY DISK
 AI6020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6020_STAMPING: 3J30 1999
 AI6020_MARK LOGO: WIDT
 AI6020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6020+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AI6020
 AI6020  HISTORY     - Date     Condition        Report By
 AI6020  HISTORY     - 1999     MONUMENTED       WIDT
 AI6020  HISTORY     - 20030806 GOOD             USPSQD
 AI6020  HISTORY     - 20040630 GOOD             WIDT
 AI6020  HISTORY     - 20060925 GOOD             USPSQD
 AI6020
 AI6020                          STATION DESCRIPTION
 AI6020
 AI6020'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6020'THE STATION IS LOCATED APPROXIMATELY 29.0 KM (18.00 MI) EAST-NORTHEAST
 AI6020'OF BEAVER DAM, AND 4.8 KM (3.00 MI) EAST-NORTHEAST OF MAYVILLE.
 AI6020'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6020'STATION FROM THE JUNCTION OF STATE HIGHWAY 28 WITH STATE HIGHWAY 67 AT
 AI6020'THE INTERSECTION OF HORICON STREET AND MAIN STREET IN THE CITY OF
 AI6020'MAYVILLE, GO NORTH-NORTHEAST ON STATE HIGHWAYS 28 AND 67 FOR 5.1 KM
 AI6020'(3.15 MI) TO COUNTY HIGHWAY WT ON THE LEFT, CONTINUE EAST ON STATE
 AI6020'HIGHWAYS 28 AND 67 FOR 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 AI6020'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6020'GEODETIC SURVEY CONTROL DISK STAMPED --3J30 1999-- SET IN THE TOP OF A
 AI6020'41-CM (16-INCH) DIAMETER CONCRETE POST PROJECTING 10-CM (4-INCH) BELOW
 AI6020'THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW HIGHWAY PAVEMENT. THE
 AI6020'STATION IS 17 M (55.8 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAYS 28
 AI6020'AND 67, 41.6 M (136.5 FT) SOUTH OF A METAL POST FOR A --R/W-- SIGN,
 AI6020'36.6 M (120.1 FT) SOUTH-SOUTHWEST OF A METAL POST FOR A --TOWN OF
 AI6020'THERESA W 2244-- SIGN, 34.3 M (112.5 FT) SOUTH-SOUTHWEST OF THE
 AI6020'CENTERLINE OF PRIVATE ENTRANCE --W2244--, 6.8 M (22.3 FT)
 AI6020'SOUTH-SOUTHEAST OF THE TOP OF THE EAST END OF A 40.6 CM (16-INCH)
 AI6020'DIAMETER CORRUGATED METAL CULVERT PIPE FOR A FIELD ENTRANCE,
 AI6020'APPROXIMATELY 4.0 M (13.1 FT) NORTH OF THE EDGE OF A CULTIVATED FIELD,
 AI6020'AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 AI6020'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6020'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6020
 AI6020                          STATION RECOVERY (2003)
 AI6020
 AI6020'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6020'RECOVERED IN GOOD CONDITION.
 AI6020
 AI6020                          STATION RECOVERY (2004)
 AI6020
 AI6020'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6020'RECOVERED AS DESCRIBED AND TWO POSTS ADDED.  THE STATION IS NOW IN THE
 AI6020'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6020
 AI6020                          STATION RECOVERY (2006)
 AI6020
 AI6020'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7731 ***********************************************************************
 DE7731  DESIGNATION -  3J42
 DE7731  PID         -  DE7731
 DE7731  STATE/COUNTY-  WI/FOND DU LAC
 DE7731  COUNTRY     -  US
 DE7731  USGS QUAD   -  RIPON (2018)
 DE7731
 DE7731                         *CURRENT SURVEY CONTROL
 DE7731  ______________________________________________________________________
 DE7731* NAD 83(1986) POSITION- 43 51 04.3    (N) 088 50 59.7    (W)   HD_HELD2
 DE7731* NAVD 88 ORTHO HEIGHT -   259.493 (meters)      851.35  (feet) ADJUSTED
 DE7731  ______________________________________________________________________
 DE7731  GEOID HEIGHT    -        -36.064 (meters)                     GEOID18
 DE7731  DYNAMIC HEIGHT  -        259.436 (meters)      851.17  (feet) COMP
 DE7731  MODELED GRAVITY -    980,396.4   (mgal)                       NAVD 88
 DE7731
 DE7731  VERT ORDER      -  SECOND    CLASS I
 DE7731
 DE7731.The horizontal coordinates were established by autonomous hand held GPS
 DE7731.observations and have an estimated accuracy of +/- 10 meters.
 DE7731
 DE7731.The orthometric height was determined by differential leveling and
 DE7731.adjusted by the WI DEPT OF TRANSP
 DE7731.in May 2012.
 DE7731
 DE7731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7731.GEOID18 height accuracy estimate available here.
 DE7731
 DE7731.Click photographs - Photos may exist for this station.
 DE7731
 DE7731.The dynamic height is computed by dividing the NAVD 88
 DE7731.geopotential number by the normal gravity value computed on the
 DE7731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7731.degrees latitude (g = 980.6199 gals.).
 DE7731
 DE7731.The modeled gravity was interpolated from observed gravity values.
 DE7731
 DE7731;                    North         East    Units  Estimated Accuracy
 DE7731;SPC WI S     -   206,291.      692,468.      MT  (+/- 10 meters HH2 GPS)
 DE7731
 DE7731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5131357008(NAD 83)
 DE7731
 DE7731                          SUPERSEDED SURVEY CONTROL
 DE7731
 DE7731  NAVD 88 (04/20/07)  259.466  (m)          851.26   (f) SUPERSEDED  2 1
 DE7731  NAVD 88 (05/16/03)  259.440  (m)          851.18   (f) SUPERSEDED  2 1
 DE7731
 DE7731.Superseded values are not recommended for survey control.
 DE7731
 DE7731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7731.See file dsdata.pdf to determine how the superseded data were derived.
 DE7731
 DE7731_MARKER: DD = SURVEY DISK
 DE7731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7731_SP_SET: BOX CULVERT
 DE7731_STAMPING: 3J42 2001
 DE7731_MARK LOGO: WIDT
 DE7731_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7731+STABILITY: SURFACE MOTION
 DE7731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7731+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2010
 DE7731
 DE7731  HISTORY     - Date     Condition        Report By
 DE7731  HISTORY     - 2000     MONUMENTED       WIDT
 DE7731  HISTORY     - 2001     GOOD             WIDT
 DE7731  HISTORY     - 20030722 GOOD             USPSQD
 DE7731  HISTORY     - 20050517 GOOD             WIDT
 DE7731  HISTORY     - 20060623 GOOD             USPSQD
 DE7731  HISTORY     - 20100626 GOOD             GEOCAC
 DE7731
 DE7731                          STATION DESCRIPTION
 DE7731
 DE7731'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7731'THE STATION IS LOCATED ABOUT 87 KM NORTHEAST OF MADISON, 33 KM
 DE7731'WEST-NORTHWEST OF FOND DU LAC, AND 31 KM SOUTHWEST OF OSHKOSH.
 DE7731'OWNERSHIP--CITY OF RIPON.  TO REACH THE STATION FROM THE JUNCTION OF
 DE7731'STATE HIGHWAY 44 WITH STATE HIGHWAY 49 AND STATE HIGHWAY 23 AT THE
 DE7731'INTERSECTION OF JACKSON STREET AND BLACKBURN STREET IN THE CITY OF
 DE7731'RIPON, GO NORTHWEST ON STATE HIGHWAY 49 AND STATE HIGHWAY 23 (JACKSON
 DE7731'STREET) FOR 1.2 KM TO UNION STREET, TURN RIGHT AND GO NORTH ON UNION
 DE7731'STREET FOR 0.1 KM TO THE STATION ON RIGHT. THE STATON IS BRONZE
 DE7731'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODEDITC SURVEY CONTROL
 DE7731'STATION DISK SET IN THE TOP OF A BOX CULVERT AND ABOUT LEVEL WITH
 DE7731'STREET PAVEMENT. THE STATION IS 10.2 M SOUTHEAST OF THE CENTERLINE OF
 DE7731'UNION STREET, 28.4 M SOUTHWEST OF POWER POLE --16-14-20.2 31/52--,
 DE7731'15.9 M EAST OF AN ASPHALT PARKING LOT, AND 2.3 M SOUTHEAST OF A STEEL
 DE7731'GUARDRAIL.  ---NOTE---THIS STATION HAS VISIBLE OBSTRUCTIONS TO THE
 DE7731'NORTHWEST, SOUTHWEST, AND SOUTHEAST EXTENDING HIGHER THAN 25 DEGREES
 DE7731'ABOVE THE HORIZON.
 DE7731
 DE7731                          STATION RECOVERY (2003)
 DE7731
 DE7731'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7731'RECOVERED IN GOOD CONDITION.  NOTE-- THE ASPHALT PARKING LOT IS BEHIND
 DE7731'THE PIZZA HUT RESTAURANT.
 DE7731
 DE7731                          STATION RECOVERY (2005)
 DE7731
 DE7731'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7731'RECOVERED IN GOOD CONDITION.  CORRECTIONS-- THE STATION IS 28.4 M
 DE7731'SOUTHEAST (NOT SOUTHWEST) OF POWER POLE --16-14-20.2 31/52--, AND 15.9
 DE7731'M NORTH (NOT EAST) OF THE ASPHALT PARKING LOT.  ADD-- THE STATION IS
 DE7731'0.5 M SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DE7731
 DE7731                          STATION RECOVERY (2006)
 DE7731
 DE7731'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7731'RECOVERED IN GOOD CONDITION.
 DE7731
 DE7731                          STATION RECOVERY (2010)
 DE7731
 DE7731'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DE7731'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9538 ***********************************************************************
 AI9538  DESIGNATION -  3J44
 AI9538  PID         -  AI9538
 AI9538  STATE/COUNTY-  WI/FOND DU LAC
 AI9538  COUNTRY     -  US
 AI9538  USGS QUAD   -  RIPON (2018)
 AI9538
 AI9538                         *CURRENT SURVEY CONTROL
 AI9538  ______________________________________________________________________
 AI9538* NAD 83(1986) POSITION- 43 50 12.7    (N) 088 48 54.8    (W)   HD_HELD2
 AI9538* NAVD 88 ORTHO HEIGHT -   290.812 (meters)      954.11  (feet) ADJUSTED
 AI9538  ______________________________________________________________________
 AI9538  GEOID HEIGHT    -        -36.002 (meters)                     GEOID18
 AI9538  DYNAMIC HEIGHT  -        290.749 (meters)      953.90  (feet) COMP
 AI9538  MODELED GRAVITY -    980,396.3   (mgal)                       NAVD 88
 AI9538
 AI9538  VERT ORDER      -  SECOND    CLASS I
 AI9538
 AI9538.The horizontal coordinates were established by autonomous hand held GPS
 AI9538.observations and have an estimated accuracy of +/- 10 meters.
 AI9538
 AI9538.The orthometric height was determined by differential leveling and
 AI9538.adjusted by the WI DEPT OF TRANSP
 AI9538.in May 2012.
 AI9538
 AI9538.No vertical observational check was made to the station.
 AI9538
 AI9538.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9538.GEOID18 height accuracy estimate available here.
 AI9538
 AI9538.Click photographs - Photos may exist for this station.
 AI9538
 AI9538.The dynamic height is computed by dividing the NAVD 88
 AI9538.geopotential number by the normal gravity value computed on the
 AI9538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9538.degrees latitude (g = 980.6199 gals.).
 AI9538
 AI9538.The modeled gravity was interpolated from observed gravity values.
 AI9538
 AI9538;                    North         East    Units  Estimated Accuracy
 AI9538;SPC WI S     -   204,738.      695,280.      MT  (+/- 10 meters HH2 GPS)
 AI9538
 AI9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5406655354(NAD 83)
 AI9538
 AI9538                          SUPERSEDED SURVEY CONTROL
 AI9538
 AI9538  NAVD 88 (04/20/07)  290.785  (m)          954.02   (f) SUPERSEDED  2 1
 AI9538  NAVD 88 (02/05/01)  290.756  (m)          953.92   (f) SUPERSEDED  2 1
 AI9538
 AI9538.Superseded values are not recommended for survey control.
 AI9538
 AI9538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9538.See file dsdata.pdf to determine how the superseded data were derived.
 AI9538
 AI9538_MARKER: DD = SURVEY DISK
 AI9538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9538_STAMPING: 3J44 2000
 AI9538_MARK LOGO: WIDT
 AI9538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9538+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 AI9538
 AI9538  HISTORY     - Date     Condition        Report By
 AI9538  HISTORY     - 1999     MONUMENTED       WIDT
 AI9538  HISTORY     - 20030722 GOOD             USPSQD
 AI9538  HISTORY     - 20050517 GOOD             WIDT
 AI9538  HISTORY     - 20060623 GOOD             USPSQD
 AI9538
 AI9538                          STATION DESCRIPTION
 AI9538
 AI9538'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9538'THE STATION IS LOCATED ABOUT 30.58 KM (19.00 MI) WEST-NORTHWEST OF
 AI9538'FOND DU LAC AND 2.41 KM (1.50 MI) EAST-SOUTHEAST OF RIPON.
 AI9538'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9538'STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND STATE HIGHWAY 49
 AI9538'WITH STATE HIGHWAY 23 AT THE INTERSECTION OF BLACKBURN STREET WITH
 AI9538'EAST FOND DU LAC STREET IN THE CITY OF RIPON, GO EAST ON STATE HIGHWAY
 AI9538'23 (EAST FOND DU LAC STREET) FOR 1.44 KM (0.90 MI) TO DOUGLAS STREET,
 AI9538'CONTINUE EAST ON STATE HIGHWAY 23 FOR 0.6 KM (0.35 MI) TO THE STATION
 AI9538'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9538'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J44
 AI9538'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9538'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI9538'STATION IS 17.2 M (56.4 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 AI9538'23, 66 M (216.5 FT) EAST OF A WOOD RIGHT-OF-WAY POST, 37.9 M (124.3
 AI9538'FT) EAST-NORTHEAST OF A WOOD TRAFFIC SIGN POST --SPEED LIMIT 35--, 3 M
 AI9538'(9.8 FT) SOUTH OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH OF A
 AI9538'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI9538'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9538
 AI9538                          STATION RECOVERY (2003)
 AI9538
 AI9538'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9538'RECOVERED IN GOOD CONDITION.
 AI9538
 AI9538                          STATION RECOVERY (2005)
 AI9538
 AI9538'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9538'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS ABOUT 0.25 MILE
 AI9538'(NOT 0.35 MILE) EAST ON DOUGLAS STREET ON STATE HIGHWAY 23.  ADD-- THE
 AI9538'STATION IS ABOUT 84 M EAST OF THE ENTENDED CENTERLINE OF THE DRIVEWAY
 AI9538'TO THE RESIDENCE AT --W13106--, AND 1 M SOUTH, 1 M NORTHWEST, AND 1 M
 AI9538'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9538
 AI9538                          STATION RECOVERY (2006)
 AI9538
 AI9538'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9539 ***********************************************************************
 AI9539  DESIGNATION -  3J45
 AI9539  PID         -  AI9539
 AI9539  STATE/COUNTY-  WI/FOND DU LAC
 AI9539  COUNTRY     -  US
 AI9539  USGS QUAD   -  RIPON (2018)
 AI9539
 AI9539                         *CURRENT SURVEY CONTROL
 AI9539  ______________________________________________________________________
 AI9539* NAD 83(1986) POSITION- 43 49 56.6    (N) 088 47 34.9    (W)   HD_HELD2
 AI9539* NAVD 88 ORTHO HEIGHT -   287.491 (meters)      943.21  (feet) ADJUSTED
 AI9539  ______________________________________________________________________
 AI9539  GEOID HEIGHT    -        -35.984 (meters)                     GEOID18
 AI9539  DYNAMIC HEIGHT  -        287.428 (meters)      943.00  (feet) COMP
 AI9539  MODELED GRAVITY -    980,395.9   (mgal)                       NAVD 88
 AI9539
 AI9539  VERT ORDER      -  SECOND    CLASS I
 AI9539
 AI9539.The horizontal coordinates were established by autonomous hand held GPS
 AI9539.observations and have an estimated accuracy of +/- 10 meters.
 AI9539
 AI9539.The orthometric height was determined by differential leveling and
 AI9539.adjusted by the WI DEPT OF TRANSP
 AI9539.in May 2012.
 AI9539
 AI9539.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9539.GEOID18 height accuracy estimate available here.
 AI9539
 AI9539.Click photographs - Photos may exist for this station.
 AI9539
 AI9539.The dynamic height is computed by dividing the NAVD 88
 AI9539.geopotential number by the normal gravity value computed on the
 AI9539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9539.degrees latitude (g = 980.6199 gals.).
 AI9539
 AI9539.The modeled gravity was interpolated from observed gravity values.
 AI9539
 AI9539;                    North         East    Units  Estimated Accuracy
 AI9539;SPC WI S     -   204,267.      697,072.      MT  (+/- 10 meters HH2 GPS)
 AI9539
 AI9539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5584054819(NAD 83)
 AI9539
 AI9539                          SUPERSEDED SURVEY CONTROL
 AI9539
 AI9539  NAVD 88 (04/20/07)  287.464  (m)          943.12   (f) SUPERSEDED  2 1
 AI9539  NAVD 88 (02/05/01)  287.437  (m)          943.03   (f) SUPERSEDED  2 1
 AI9539
 AI9539.Superseded values are not recommended for survey control.
 AI9539
 AI9539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9539.See file dsdata.pdf to determine how the superseded data were derived.
 AI9539
 AI9539_MARKER: DD = SURVEY DISK
 AI9539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9539_STAMPING: 3J45 2000
 AI9539_MARK LOGO: WIDT
 AI9539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9539+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 AI9539
 AI9539  HISTORY     - Date     Condition        Report By
 AI9539  HISTORY     - 1999     MONUMENTED       WIDT
 AI9539  HISTORY     - 20030722 GOOD             USPSQD
 AI9539  HISTORY     - 20050523 GOOD             WIDT
 AI9539  HISTORY     - 20060623 GOOD             USPSQD
 AI9539
 AI9539                          STATION DESCRIPTION
 AI9539
 AI9539'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9539'THE STATION IS LOCATED ABOUT 28.97 KM (18.00 MI) WEST-NORTHWEST OF
 AI9539'FOND DU LAC AND 4.02 KM (2.50 MI) EAST-SOUTHEAST OF RIPON.
 AI9539'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9539'STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND STATE HIGHWAY 49
 AI9539'WITH STATE HIGHWAY 23 AT THE INTERSECTION OF BLACKBURN STREET WITH
 AI9539'EAST FOND DU LAC STREET IN THE CITY OF RIPON, GO EAST ON STATE HIGHWAY
 AI9539'23 (EAST FOND DU LAC STREET) FOR 2.74 KM (1.70 MI) TO BRANDON ROAD ON
 AI9539'THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 23 FOR 1.05 KM (0.65 MI) TO
 AI9539'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 AI9539'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J45
 AI9539'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9539'FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 AI9539'PAVEMENT.  THE STATION IS 23.8 M (78.1 FT) NORTH OF THE CENTERLINE OF
 AI9539'STATE HIGHWAY 23, 122 M (400.3 FT) WEST OF THE CENTERLINE OF WEST
 AI9539'JUNCTION WITH SILVER CREEK ROAD, 97 M (318.2 FT) EAST OF A WOOD
 AI9539'RIGHT-OF-WAY POST, 57 M (187.0 FT) WEST OF A WOOD RIGHT-OF-WAY POST,
 AI9539'AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI9539'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI9539'THAN 15 DEGREES ABOVE THE HORIZON.
 AI9539
 AI9539                          STATION RECOVERY (2003)
 AI9539
 AI9539'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9539'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE WEST
 AI9539'OF THE WESTERN BRANCH OF SILVER CREEK ROAD ON HIGHWAY 23.
 AI9539
 AI9539                          STATION RECOVERY (2005)
 AI9539
 AI9539'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9539'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTH, 1 M
 AI9539'NORTHEAST, AND 1 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9539
 AI9539                          STATION RECOVERY (2006)
 AI9539
 AI9539'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9540 ***********************************************************************
 AI9540  DESIGNATION -  3J46
 AI9540  PID         -  AI9540
 AI9540  STATE/COUNTY-  WI/FOND DU LAC
 AI9540  COUNTRY     -  US
 AI9540  USGS QUAD   -  RIPON (2018)
 AI9540
 AI9540                         *CURRENT SURVEY CONTROL
 AI9540  ______________________________________________________________________
 AI9540* NAD 83(1986) POSITION- 43 49 37.7    (N) 088 46 34.7    (W)   HD_HELD2
 AI9540* NAVD 88 ORTHO HEIGHT -   290.120 (meters)      951.84  (feet) ADJUSTED
 AI9540  ______________________________________________________________________
 AI9540  GEOID HEIGHT    -        -35.969 (meters)                     GEOID18
 AI9540  DYNAMIC HEIGHT  -        290.057 (meters)      951.63  (feet) COMP
 AI9540  MODELED GRAVITY -    980,395.3   (mgal)                       NAVD 88
 AI9540
 AI9540  VERT ORDER      -  SECOND    CLASS I
 AI9540
 AI9540.The horizontal coordinates were established by autonomous hand held GPS
 AI9540.observations and have an estimated accuracy of +/- 10 meters.
 AI9540
 AI9540.The orthometric height was determined by differential leveling and
 AI9540.adjusted by the WI DEPT OF TRANSP
 AI9540.in May 2012.
 AI9540
 AI9540.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9540.GEOID18 height accuracy estimate available here.
 AI9540
 AI9540.Click photographs - Photos may exist for this station.
 AI9540
 AI9540.The dynamic height is computed by dividing the NAVD 88
 AI9540.geopotential number by the normal gravity value computed on the
 AI9540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9540.degrees latitude (g = 980.6199 gals.).
 AI9540
 AI9540.The modeled gravity was interpolated from observed gravity values.
 AI9540
 AI9540;                    North         East    Units  Estimated Accuracy
 AI9540;SPC WI S     -   203,703.      698,425.      MT  (+/- 10 meters HH2 GPS)
 AI9540
 AI9540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5717254207(NAD 83)
 AI9540
 AI9540                          SUPERSEDED SURVEY CONTROL
 AI9540
 AI9540  NAVD 88 (04/20/07)  290.093  (m)          951.75   (f) SUPERSEDED  2 1
 AI9540  NAVD 88 (02/05/01)  290.069  (m)          951.67   (f) SUPERSEDED  2 1
 AI9540
 AI9540.Superseded values are not recommended for survey control.
 AI9540
 AI9540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9540.See file dsdata.pdf to determine how the superseded data were derived.
 AI9540
 AI9540_MARKER: DD = SURVEY DISK
 AI9540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9540_STAMPING: 3J46 2000
 AI9540_MARK LOGO: WIDT
 AI9540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9540+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 AI9540
 AI9540  HISTORY     - Date     Condition        Report By
 AI9540  HISTORY     - 1999     MONUMENTED       WIDT
 AI9540  HISTORY     - 20030722 GOOD             USPSQD
 AI9540  HISTORY     - 20050523 GOOD             WIDT
 AI9540  HISTORY     - 20060623 GOOD             USPSQD
 AI9540
 AI9540                          STATION DESCRIPTION
 AI9540
 AI9540'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9540'THE STATION IS LOCATED ABOUT 27.36 KM (17.00 MI) WEST-NORTHWEST OF
 AI9540'FOND DU LAC AND 5.63 KM (3.50 MI) EAST-SOUTHEAST OF RIPON.
 AI9540'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9540'STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND STATE HIGHWAY 49
 AI9540'WITH STATE HIGHWAY 23 AT THE INTERSECTION OF BLACKBURN STREET WITH
 AI9540'EAST FOND DU LAC STREET IN THE CITY OF RIPON, GO EAST ON STATE HIGHWAY
 AI9540'23 (EAST FOND DU LAC STREET) FOR 4.67 KM (2.90 MI) TO THE EAST
 AI9540'JUNCTION WITH SILVER CREEK ROAD, CONTINUE EAST ON STATE HIGHWAY 23 FOR
 AI9540'0.64 KM (0.40 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI9540'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI9540'DISK STAMPED --3J46 2000-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9540'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI9540'HIGHWAY PAVEMENT.  THE STATION IS 17.4 M (57.1 FT) NORTH-NORTHEAST OF
 AI9540'THE CENTERLINE OF STATE HIGHWAY 23, 132 M (433.1 FT) WEST-NORTHWEST OF
 AI9540'THE CENTERLINE OF PRIVATE ENTRANCE --W12287--, 69 M (226.4 FT) SOUTH
 AI9540'OF A POWER POLE, 47.2 M (154.9 FT) SOUTHWEST OF A WOOD RIGHT-OF-WAY
 AI9540'POST, AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 AI9540'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI9540'THAN 15 DEGREES ABOVE THE HORIZON.
 AI9540
 AI9540                          STATION RECOVERY (2003)
 AI9540
 AI9540'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9540'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.2 MILE WEST
 AI9540'OF WILLOW ROAD, 0.4 MILE EAST OF THE EASTERN BRANCH OF SILVER CREEK
 AI9540'ROAD ON HIGHWAY 23.
 AI9540
 AI9540                          STATION RECOVERY (2005)
 AI9540
 AI9540'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9540'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTHWEST, 1 M
 AI9540'NORTHWEST, AND 1 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9540
 AI9540                          STATION RECOVERY (2006)
 AI9540
 AI9540'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9541 ***********************************************************************
 AI9541  DESIGNATION -  3J47
 AI9541  PID         -  AI9541
 AI9541  STATE/COUNTY-  WI/FOND DU LAC
 AI9541  COUNTRY     -  US
 AI9541  USGS QUAD   -  ROSENDALE (2018)
 AI9541
 AI9541                         *CURRENT SURVEY CONTROL
 AI9541  ______________________________________________________________________
 AI9541* NAD 83(1986) POSITION- 43 48 27.2    (N) 088 44 02.2    (W)   HD_HELD2
 AI9541* NAVD 88 ORTHO HEIGHT -   288.860 (meters)      947.70  (feet) ADJUSTED
 AI9541  ______________________________________________________________________
 AI9541  GEOID HEIGHT    -        -35.923 (meters)                     GEOID18
 AI9541  DYNAMIC HEIGHT  -        288.797 (meters)      947.49  (feet) COMP
 AI9541  MODELED GRAVITY -    980,393.0   (mgal)                       NAVD 88
 AI9541
 AI9541  VERT ORDER      -  SECOND    CLASS I
 AI9541
 AI9541.The horizontal coordinates were established by autonomous hand held GPS
 AI9541.observations and have an estimated accuracy of +/- 10 meters.
 AI9541
 AI9541.The orthometric height was determined by differential leveling and
 AI9541.adjusted by the WI DEPT OF TRANSP
 AI9541.in May 2012.
 AI9541
 AI9541.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9541.GEOID18 height accuracy estimate available here.
 AI9541
 AI9541.Click photographs - Photos may exist for this station.
 AI9541
 AI9541.The dynamic height is computed by dividing the NAVD 88
 AI9541.geopotential number by the normal gravity value computed on the
 AI9541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9541.degrees latitude (g = 980.6199 gals.).
 AI9541
 AI9541.The modeled gravity was interpolated from observed gravity values.
 AI9541
 AI9541;                    North         East    Units  Estimated Accuracy
 AI9541;SPC WI S     -   201,578.      701,865.      MT  (+/- 10 meters HH2 GPS)
 AI9541
 AI9541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6053351959(NAD 83)
 AI9541
 AI9541                          SUPERSEDED SURVEY CONTROL
 AI9541
 AI9541  NAVD 88 (04/20/07)  288.833  (m)          947.61   (f) SUPERSEDED  2 1
 AI9541  NAVD 88 (02/05/01)  288.815  (m)          947.55   (f) SUPERSEDED  2 1
 AI9541
 AI9541.Superseded values are not recommended for survey control.
 AI9541
 AI9541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9541.See file dsdata.pdf to determine how the superseded data were derived.
 AI9541
 AI9541_MARKER: DD = SURVEY DISK
 AI9541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9541_STAMPING: 3J47 2000
 AI9541_MARK LOGO: WIDT
 AI9541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9541+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 AI9541
 AI9541  HISTORY     - Date     Condition        Report By
 AI9541  HISTORY     - 1999     MONUMENTED       WIDT
 AI9541  HISTORY     - 20030722 GOOD             USPSQD
 AI9541  HISTORY     - 20050523 GOOD             WIDT
 AI9541  HISTORY     - 20060622 GOOD             USPSQD
 AI9541
 AI9541                          STATION DESCRIPTION
 AI9541
 AI9541'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9541'THE STATION IS LOCATED ABOUT 24.14 KM (15.00 MI) WEST-NORTHWEST OF
 AI9541'FOND DU LAC AND 4.83 KM (3.00 MI) WEST OF ROSENDALE.
 AI9541'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9541'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 23 IN
 AI9541'THE VILLAGE OF ROSENDALE, GO WEST ON STATE HIGHWAY 23 FOR 4.18 KM
 AI9541'(2.60 MI) TO COUNTY HIGHWAY M, CONTINUE WEST ON STATE HIGHWAY 23 FOR
 AI9541'0.64 KM (0.40 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI9541'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI9541'DISK STAMPED --3J47 2000-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9541'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI9541'HIGHWAY PAVEMENT.  THE STATION IS 19.0 M (62.3 FT) SOUTH OF THE
 AI9541'CENTERLINE OF STATE HIGHWAY 23, 42.1 M (138.1 FT) EAST-SOUTHEAST OF
 AI9541'THE TOP CENTER OF THE SOUTH END OF A 0.8 M (2.6 FT) DIAMETER
 AI9541'CORRUGATED METAL CULVERT PIPE, 23.6 M (77.4 FT) WEST-NORTHWEST OF A
 AI9541'WOOD RIGHT-OF-WAY POST, 3 M (9.8 FT) NORTH OF A CULTIVATED FIELD, AND
 AI9541'1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI9541'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9541'ABOVE THE HORIZON.
 AI9541
 AI9541                          STATION RECOVERY (2003)
 AI9541
 AI9541'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9541'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 57 FEET WEST
 AI9541'OF AN ORANGE FIBERGLASS BURIED CABLE WARNING POST.  NOTE-- THE WOODEN
 AI9541'RIGHT-OF-WAY POST IS NOT PRESENT.
 AI9541
 AI9541                          STATION RECOVERY (2005)
 AI9541
 AI9541'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9541'RECOVERED IN GOOD CONDITION.  ADD-- THE STATIONS IS 1 M NORTH, 1 M
 AI9541'SOUTHEAST, AND 1 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9541
 AI9541                          STATION RECOVERY (2006)
 AI9541
 AI9541'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9542 ***********************************************************************
 AI9542  DESIGNATION -  3J48
 AI9542  PID         -  AI9542
 AI9542  STATE/COUNTY-  WI/FOND DU LAC
 AI9542  COUNTRY     -  US
 AI9542  USGS QUAD   -  ROSENDALE (2018)
 AI9542
 AI9542                         *CURRENT SURVEY CONTROL
 AI9542  ______________________________________________________________________
 AI9542* NAD 83(1986) POSITION- 43 48 27.6    (N) 088 42 54.3    (W)   HD_HELD2
 AI9542* NAVD 88 ORTHO HEIGHT -   284.170 (meters)      932.31  (feet) ADJUSTED
 AI9542  ______________________________________________________________________
 AI9542  GEOID HEIGHT    -        -35.926 (meters)                     GEOID18
 AI9542  DYNAMIC HEIGHT  -        284.108 (meters)      932.11  (feet) COMP
 AI9542  MODELED GRAVITY -    980,392.6   (mgal)                       NAVD 88
 AI9542
 AI9542  VERT ORDER      -  SECOND    CLASS I
 AI9542
 AI9542.The horizontal coordinates were established by autonomous hand held GPS
 AI9542.observations and have an estimated accuracy of +/- 10 meters.
 AI9542
 AI9542.The orthometric height was determined by differential leveling and
 AI9542.adjusted by the WI DEPT OF TRANSP
 AI9542.in May 2012.
 AI9542
 AI9542.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9542.GEOID18 height accuracy estimate available here.
 AI9542
 AI9542.Click photographs - Photos may exist for this station.
 AI9542
 AI9542.The dynamic height is computed by dividing the NAVD 88
 AI9542.geopotential number by the normal gravity value computed on the
 AI9542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9542.degrees latitude (g = 980.6199 gals.).
 AI9542
 AI9542.The modeled gravity was interpolated from observed gravity values.
 AI9542
 AI9542;                    North         East    Units  Estimated Accuracy
 AI9542;SPC WI S     -   201,614.      703,382.      MT  (+/- 10 meters HH2 GPS)
 AI9542
 AI9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6205051940(NAD 83)
 AI9542
 AI9542                          SUPERSEDED SURVEY CONTROL
 AI9542
 AI9542  NAVD 88 (04/20/07)  284.143  (m)          932.23   (f) SUPERSEDED  2 1
 AI9542  NAVD 88 (02/05/01)  284.127  (m)          932.17   (f) SUPERSEDED  2 1
 AI9542
 AI9542.Superseded values are not recommended for survey control.
 AI9542
 AI9542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9542.See file dsdata.pdf to determine how the superseded data were derived.
 AI9542
 AI9542_MARKER: DD = SURVEY DISK
 AI9542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9542_STAMPING: 3J48 2000
 AI9542_MARK LOGO: WIDT
 AI9542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9542+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 AI9542
 AI9542  HISTORY     - Date     Condition        Report By
 AI9542  HISTORY     - 1999     MONUMENTED       WIDT
 AI9542  HISTORY     - 20030722 GOOD             USPSQD
 AI9542  HISTORY     - 20050523 GOOD             WIDT
 AI9542  HISTORY     - 20060622 GOOD             USPSQD
 AI9542
 AI9542                          STATION DESCRIPTION
 AI9542
 AI9542'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9542'THE STATION IS LOCATED ABOUT 22.53 KM (14.00 MI) WEST-NORTHWEST OF
 AI9542'FOND DU LAC AND 3.22 KM (2.00 MI) WEST OF ROSENDALE.
 AI9542'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9542'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 23,
 AI9542'IN THE VILLAGE OF ROSENDALE, GO WEST ON STATE HIGHWAY 23 FOR 3.22 KM
 AI9542'(2.00 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI9542'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI9542'DISK STAMPED --3J48 2000-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9542'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI9542'HIGHWAY PAVEMENT.  THE STATION IS 18.9 M (62.0 FT) SOUTH OF THE
 AI9542'CENTERLINE OF STATE HIGHWAY 23, 110 M (360.9 FT) EAST OF THE
 AI9542'CENTERLINE OF A FIELD ENTRANCE, 61 M (200.1 FT) WEST OF THE CENTERLINE
 AI9542'OF A FIELD ENTRANCE, 18.9 M (62.0 FT) SOUTH OF THE DISK DESIGNATED THE
 AI9542'SOUTH ONE QUARTER CORNER CAP OF SECTION 33 TOWNSHIP 17 NORTH RANGE 15
 AI9542'EAST, DEPARTMENT OF TRANSPORTATION CENTER SECTION REFERENCE DISK, AND
 AI9542'1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI9542'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9542'ABOVE THE HORIZON.
 AI9542
 AI9542                          STATION RECOVERY (2003)
 AI9542
 AI9542'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9542'RECOVERED IN GOOD CONDITION.
 AI9542
 AI9542                          STATION RECOVERY (2005)
 AI9542
 AI9542'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9542'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.5 MILE EAST
 AI9542'OF COUNTY HIGHWAY M ON STATE HIGHWAY 23, AND 1 M NORTH, 1 M SOUTHEAST,
 AI9542'AND 1 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9542
 AI9542                          STATION RECOVERY (2006)
 AI9542
 AI9542'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9543 ***********************************************************************
 AI9543  DESIGNATION -  3J49
 AI9543  PID         -  AI9543
 AI9543  STATE/COUNTY-  WI/FOND DU LAC
 AI9543  COUNTRY     -  US
 AI9543  USGS QUAD   -  ROSENDALE (2018)
 AI9543
 AI9543                         *CURRENT SURVEY CONTROL
 AI9543  ______________________________________________________________________
 AI9543* NAD 83(1986) POSITION- 43 48 28.0    (N) 088 41 42.7    (W)   HD_HELD2
 AI9543* NAVD 88 ORTHO HEIGHT -   279.675 (meters)      917.57  (feet) ADJUSTED
 AI9543  ______________________________________________________________________
 AI9543  GEOID HEIGHT    -        -35.928 (meters)                     GEOID18
 AI9543  DYNAMIC HEIGHT  -        279.613 (meters)      917.36  (feet) COMP
 AI9543  MODELED GRAVITY -    980,392.5   (mgal)                       NAVD 88
 AI9543
 AI9543  VERT ORDER      -  SECOND    CLASS I
 AI9543
 AI9543.The horizontal coordinates were established by autonomous hand held GPS
 AI9543.observations and have an estimated accuracy of +/- 10 meters.
 AI9543
 AI9543.The orthometric height was determined by differential leveling and
 AI9543.adjusted by the WI DEPT OF TRANSP
 AI9543.in May 2012.
 AI9543
 AI9543.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9543.GEOID18 height accuracy estimate available here.
 AI9543
 AI9543.Click photographs - Photos may exist for this station.
 AI9543
 AI9543.The dynamic height is computed by dividing the NAVD 88
 AI9543.geopotential number by the normal gravity value computed on the
 AI9543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9543.degrees latitude (g = 980.6199 gals.).
 AI9543
 AI9543.The modeled gravity was interpolated from observed gravity values.
 AI9543
 AI9543;                    North         East    Units  Estimated Accuracy
 AI9543;SPC WI S     -   201,651.      704,982.      MT  (+/- 10 meters HH2 GPS)
 AI9543
 AI9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6365051920(NAD 83)
 AI9543
 AI9543                          SUPERSEDED SURVEY CONTROL
 AI9543
 AI9543  NAVD 88 (04/20/07)  279.648  (m)          917.48   (f) SUPERSEDED  2 1
 AI9543  NAVD 88 (02/05/01)  279.634  (m)          917.43   (f) SUPERSEDED  2 1
 AI9543
 AI9543.Superseded values are not recommended for survey control.
 AI9543
 AI9543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9543.See file dsdata.pdf to determine how the superseded data were derived.
 AI9543
 AI9543_MARKER: DD = SURVEY DISK
 AI9543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9543_STAMPING: 3J49 2000
 AI9543_MARK LOGO: WIDT
 AI9543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9543+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 AI9543
 AI9543  HISTORY     - Date     Condition        Report By
 AI9543  HISTORY     - 1999     MONUMENTED       WIDT
 AI9543  HISTORY     - 20030722 GOOD             USPSQD
 AI9543  HISTORY     - 20050523 GOOD             WIDT
 AI9543  HISTORY     - 20060623 GOOD             USPSQD
 AI9543
 AI9543                          STATION DESCRIPTION
 AI9543
 AI9543'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9543'THE STATION IS LOCATED ABOUT 20.92 KM (13.00 MI) WEST OF FOND DU LAC
 AI9543'AND 1.61 KM (1.00 MI) WEST OF ROSENDALE.  OWNERSHIP--WISCONSIN
 AI9543'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9543'OF STATE HIGHWAY 26 WITH STATE HIGHWAY 23 IN THE VILLAGE OF ROSENDALE,
 AI9543'GO WEST ON STATE HIGHWAY 23 FOR 1.61 KM (1.00 MI) TO THE STATION ON
 AI9543'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9543'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J49
 AI9543'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9543'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 AI9543'PAVEMENT.  THE STATION IS 12.6 M (41.3 FT) SOUTH OF THE CENTERLINE OF
 AI9543'STATE HIGHWAY 23, 36.3 M (119.1 FT) EAST-NORTHEAST OF THE TOP CENTER
 AI9543'OF THE SOUTH END OF A 1.0 M (3.3 FT) DIAMETER CORRUGATED METAL CULVERT
 AI9543'PIPE, 17.4 M (57.1 FT) SOUTHWEST OF THE SOUTH ONE QUARTER CORNER OF
 AI9543'SECTION 34 TOWNSHIP 16 NORTH, RANGE 15 EAST OF THE DISK DESIGNATED,
 AI9543'14.4 M (47.2 FT) SOUTH-SOUTHEAST OF THE DISK DESIGNATED NORTH ONE
 AI9543'QUARTER CORNER OF SECTION 3 TOWNSHIP 15 N0RTH, RANGE 15 EAST --3/3--,
 AI9543'11 M (36.1 FT) NORTHEAST OF A METAL RIGHT-OF-WAY SIGN POST, AND 1.0 M
 AI9543'(3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION
 AI9543'HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9543'HORIZON.
 AI9543
 AI9543                          STATION RECOVERY (2003)
 AI9543
 AI9543'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9543'RECOVERED IN GOOD CONDITION.
 AI9543
 AI9543                          STATION RECOVERY (2005)
 AI9543
 AI9543'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9543'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M NORTH, 1 M
 AI9543'SOUTHEAST, AND 1 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9543
 AI9543                          STATION RECOVERY (2006)
 AI9543
 AI9543'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9544 ***********************************************************************
 AI9544  DESIGNATION -  3J50
 AI9544  PID         -  AI9544
 AI9544  STATE/COUNTY-  WI/FOND DU LAC
 AI9544  COUNTRY     -  US
 AI9544  USGS QUAD   -  ROSENDALE (2018)
 AI9544
 AI9544                         *CURRENT SURVEY CONTROL
 AI9544  ______________________________________________________________________
 AI9544* NAD 83(1986) POSITION- 43 48 27.9    (N) 088 40 50.8    (W)   HD_HELD2
 AI9544* NAVD 88 ORTHO HEIGHT -   275.650 (meters)      904.36  (feet) ADJUSTED
 AI9544  ______________________________________________________________________
 AI9544  GEOID HEIGHT    -        -35.929 (meters)                     GEOID18
 AI9544  DYNAMIC HEIGHT  -        275.590 (meters)      904.16  (feet) COMP
 AI9544  MODELED GRAVITY -    980,392.5   (mgal)                       NAVD 88
 AI9544
 AI9544  VERT ORDER      -  SECOND    CLASS I
 AI9544
 AI9544.The horizontal coordinates were established by autonomous hand held GPS
 AI9544.observations and have an estimated accuracy of +/- 10 meters.
 AI9544
 AI9544.The orthometric height was determined by differential leveling and
 AI9544.adjusted by the WI DEPT OF TRANSP
 AI9544.in May 2012.
 AI9544
 AI9544.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9544.GEOID18 height accuracy estimate available here.
 AI9544
 AI9544.Click photographs - Photos may exist for this station.
 AI9544
 AI9544.The dynamic height is computed by dividing the NAVD 88
 AI9544.geopotential number by the normal gravity value computed on the
 AI9544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9544.degrees latitude (g = 980.6199 gals.).
 AI9544
 AI9544.The modeled gravity was interpolated from observed gravity values.
 AI9544
 AI9544;                    North         East    Units  Estimated Accuracy
 AI9544;SPC WI S     -   201,666.      706,142.      MT  (+/- 10 meters HH2 GPS)
 AI9544
 AI9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6480951893(NAD 83)
 AI9544
 AI9544                          SUPERSEDED SURVEY CONTROL
 AI9544
 AI9544  NAVD 88 (04/20/07)  275.623  (m)          904.27   (f) SUPERSEDED  2 1
 AI9544  NAVD 88 (02/05/01)  275.611  (m)          904.23   (f) SUPERSEDED  2 1
 AI9544
 AI9544.Superseded values are not recommended for survey control.
 AI9544
 AI9544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9544.See file dsdata.pdf to determine how the superseded data were derived.
 AI9544
 AI9544_MARKER: DD = SURVEY DISK
 AI9544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9544_STAMPING: 3J50 2000
 AI9544_MARK LOGO: WIDT
 AI9544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9544+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 AI9544
 AI9544  HISTORY     - Date     Condition        Report By
 AI9544  HISTORY     - 1999     MONUMENTED       WIDT
 AI9544  HISTORY     - 20030722 GOOD             USPSQD
 AI9544  HISTORY     - 20050523 GOOD             WIDT
 AI9544  HISTORY     - 20060622 GOOD             USPSQD
 AI9544
 AI9544                          STATION DESCRIPTION
 AI9544
 AI9544'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9544'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) WEST OF FOND DU LAC
 AI9544'IN THE VILLAGE OF ROSENDALE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 AI9544'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI9544'HIGHWAY 26 WITH STATE HIGHWAY 23 IN THE VILLAGE OF ROSENDALE, GO WEST
 AI9544'ON STATE HIGHWAY 23 FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.
 AI9544'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI9544'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J50 2000-- SET IN THE
 AI9544'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI9544'AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 AI9544'11.5 M (37.7 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 23, 53 M
 AI9544'(173.9 FT) WEST OF THE TOP CENTER OF THE SOUTH END OF THE WESTERN MOST
 AI9544'0.7 M (2.3 FT) DIAMETER CORRUGATED METAL CULVERT PIPE, 50.4 M (165.4
 AI9544'FT) NORTH OF THE CENTERLINE TO LACONIA HIGH SCHOOL DRIVEWAY EXIT, 44.5
 AI9544'M (146.0 FT) EAST-NORTHEAST OF THE NORTHEAST MASONRY CORNER OF NORTH
 AI9544'POST OF THE SIGN --HOME OF LACONIA SPARTANS--, 23.5 M (77.1 FT)
 AI9544'NORTHEAST OF PLASTIC WARNING POST --CAUTION BURIED FIBEROPTIC CABLE--,
 AI9544'AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 AI9544'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI9544'THAN 15 DEGREES ABOVE THE HORIZON.
 AI9544
 AI9544                          STATION RECOVERY (2003)
 AI9544
 AI9544'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9544'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 87 FEET
 AI9544'WEST-SOUTHWEST OF A --SPEED LIMIT 30-- SIGN POST, ABOUT 81 FEET
 AI9544'EAST-SOUTHEAST OF A --NO PASSING ZONE-- SIGN, AND ABOUT 51 FEET
 AI9544'NORTHEAST OF A WOODEN --LACONIA HIGH SCHOOL-- SIGN.
 AI9544
 AI9544                          STATION RECOVERY (2005)
 AI9544
 AI9544'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9544'RECOVERED IN GOOD CONDITION.  CORRECTIONS-- THE STATION IS 0.3 MILE
 AI9544'(NOT 0.2 MILE) WEST OF STATE HIGHWAY 26 ON STATE HIGHWAY 23, 28.3 M
 AI9544'WEST-SOUTHWEST OF A --SPEED LIMIT 30-- SIGN POST, 26.8 M
 AI9544'EAST-SOUTHEAST OF A --NO PASSING ZONE-- SIGN POST, AND 17.0 M
 AI9544'NORTHEAST OF A WOODEN --LACONIA HIGH SCHOOL-- SIGN.  ADD-- THE STATION
 AI9544'IS 1 M NORTH  OF A WHITE PLASTIC WITNESS POST.
 AI9544
 AI9544                          STATION RECOVERY (2006)
 AI9544
 AI9544'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9544'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9545 ***********************************************************************
 AI9545  DESIGNATION -  3J51
 AI9545  PID         -  AI9545
 AI9545  STATE/COUNTY-  WI/FOND DU LAC
 AI9545  COUNTRY     -  US
 AI9545  USGS QUAD   -  ROSENDALE (2018)
 AI9545
 AI9545                         *CURRENT SURVEY CONTROL
 AI9545  ______________________________________________________________________
 AI9545* NAD 83(1986) POSITION- 43 48 28.6    (N) 088 39 49.1    (W)   HD_HELD2
 AI9545* NAVD 88 ORTHO HEIGHT -   274.882 (meters)      901.84  (feet) ADJUSTED
 AI9545  ______________________________________________________________________
 AI9545  GEOID HEIGHT    -        -35.928 (meters)                     GEOID18
 AI9545  DYNAMIC HEIGHT  -        274.822 (meters)      901.65  (feet) COMP
 AI9545  MODELED GRAVITY -    980,392.9   (mgal)                       NAVD 88
 AI9545
 AI9545  VERT ORDER      -  SECOND    CLASS I
 AI9545
 AI9545.The horizontal coordinates were established by autonomous hand held GPS
 AI9545.observations and have an estimated accuracy of +/- 10 meters.
 AI9545
 AI9545.The orthometric height was determined by differential leveling and
 AI9545.adjusted by the WI DEPT OF TRANSP
 AI9545.in May 2012.
 AI9545
 AI9545.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9545.GEOID18 height accuracy estimate available here.
 AI9545
 AI9545.Click photographs - Photos may exist for this station.
 AI9545
 AI9545.The dynamic height is computed by dividing the NAVD 88
 AI9545.geopotential number by the normal gravity value computed on the
 AI9545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9545.degrees latitude (g = 980.6199 gals.).
 AI9545
 AI9545.The modeled gravity was interpolated from observed gravity values.
 AI9545
 AI9545;                    North         East    Units  Estimated Accuracy
 AI9545;SPC WI S     -   201,710.      707,520.      MT  (+/- 10 meters HH2 GPS)
 AI9545
 AI9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6618851887(NAD 83)
 AI9545
 AI9545                          SUPERSEDED SURVEY CONTROL
 AI9545
 AI9545  NAVD 88 (04/20/07)  274.855  (m)          901.75   (f) SUPERSEDED  2 1
 AI9545  NAVD 88 (02/05/01)  274.845  (m)          901.72   (f) SUPERSEDED  2 1
 AI9545
 AI9545.Superseded values are not recommended for survey control.
 AI9545
 AI9545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9545.See file dsdata.pdf to determine how the superseded data were derived.
 AI9545
 AI9545_MARKER: DD = SURVEY DISK
 AI9545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9545_STAMPING: 3J51 2000
 AI9545_MARK LOGO: WIDT
 AI9545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9545+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 AI9545
 AI9545  HISTORY     - Date     Condition        Report By
 AI9545  HISTORY     - 1999     MONUMENTED       WIDT
 AI9545  HISTORY     - 20030722 GOOD             USPSQD
 AI9545  HISTORY     - 20050523 GOOD             WIDT
 AI9545  HISTORY     - 20060622 GOOD             USPSQD
 AI9545  HISTORY     - 20101101 GOOD             JCLS
 AI9545
 AI9545                          STATION DESCRIPTION
 AI9545
 AI9545'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9545'THE STATION IS LOCATED ABOUT 17.70 KM (11.00 MI) WEST OF FOND DU LAC
 AI9545'AND 0.80 KM (0.50 MI) EAST OF ROSENDALE.  OWNERSHIP--WISCONSIN
 AI9545'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9545'OF STATE HIGHWAY 26 WITH STATE HIGHWAY 23 IN THE VILLAGE OF ROSENDALE,
 AI9545'GO EAST ON STATE HIGHWAY 23 FOR 0.80 KM (0.50 MI) TO NORTH WILSON
 AI9545'ROAD, CONTINUE EAST ON STATE HIGHWAY 23 FOR 0.16 KM (0.10 MI) TO THE
 AI9545'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9545'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J51
 AI9545'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9545'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH HIGHWAY PAVEMENT.  THE
 AI9545'STATION IS 19.7 M (64.6 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 AI9545'23, 61 M (200.1 FT) WEST OF THE EXTENDED CENTERLINE OF THE MEDIAN OF
 AI9545'BECKER BOULEVARD, 36.1 M (118.4 FT) EAST-SOUTHEAST OF POWER POLE
 AI9545'--16-15-36 2/0--, 25.7 M (84.3 FT) WEST-SOUTHWEST OF POWER POLE
 AI9545'--535--, 4.9 M (16.1 FT) SOUTH OF A METAL RIGHT-OF-WAY SIGN POST, AND
 AI9545'1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS
 AI9545'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9545'ABOVE THE HORIZON.
 AI9545
 AI9545                          STATION RECOVERY (2003)
 AI9545
 AI9545'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9545'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20 FEET EAST OF A
 AI9545'--LIONS INTERNATIONAL-- SIGN POST.
 AI9545
 AI9545                          STATION RECOVERY (2005)
 AI9545
 AI9545'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9545'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTH, 1 M
 AI9545'NORTHEAST, AND 1 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9545
 AI9545                          STATION RECOVERY (2006)
 AI9545
 AI9545'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9545'RECOVERED IN GOOD CONDITION.
 AI9545
 AI9545                          STATION RECOVERY (2010)
 AI9545
 AI9545'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 AI9545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9546 ***********************************************************************
 AI9546  DESIGNATION -  3J52
 AI9546  PID         -  AI9546
 AI9546  STATE/COUNTY-  WI/FOND DU LAC
 AI9546  COUNTRY     -  US
 AI9546  USGS QUAD   -  ROSENDALE (2018)
 AI9546
 AI9546                         *CURRENT SURVEY CONTROL
 AI9546  ______________________________________________________________________
 AI9546* NAD 83(1986) POSITION- 43 48 27.1    (N) 088 38 47.3    (W)   HD_HELD2
 AI9546* NAVD 88 ORTHO HEIGHT -   271.355 (meters)      890.27  (feet) ADJUSTED
 AI9546  ______________________________________________________________________
 AI9546  GEOID HEIGHT    -        -35.926 (meters)                     GEOID18
 AI9546  DYNAMIC HEIGHT  -        271.295 (meters)      890.07  (feet) COMP
 AI9546  MODELED GRAVITY -    980,393.5   (mgal)                       NAVD 88
 AI9546
 AI9546  VERT ORDER      -  SECOND    CLASS I
 AI9546
 AI9546.The horizontal coordinates were established by autonomous hand held GPS
 AI9546.observations and have an estimated accuracy of +/- 10 meters.
 AI9546
 AI9546.The orthometric height was determined by differential leveling and
 AI9546.adjusted by the WI DEPT OF TRANSP
 AI9546.in May 2012.
 AI9546
 AI9546.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9546.GEOID18 height accuracy estimate available here.
 AI9546
 AI9546.Click photographs - Photos may exist for this station.
 AI9546
 AI9546.The dynamic height is computed by dividing the NAVD 88
 AI9546.geopotential number by the normal gravity value computed on the
 AI9546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9546.degrees latitude (g = 980.6199 gals.).
 AI9546
 AI9546.The modeled gravity was interpolated from observed gravity values.
 AI9546
 AI9546;                    North         East    Units  Estimated Accuracy
 AI9546;SPC WI S     -   201,686.      708,902.      MT  (+/- 10 meters HH2 GPS)
 AI9546
 AI9546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6756851813(NAD 83)
 AI9546
 AI9546                          SUPERSEDED SURVEY CONTROL
 AI9546
 AI9546  NAVD 88 (04/20/07)  271.327  (m)          890.18   (f) SUPERSEDED  2 1
 AI9546  NAVD 88 (02/05/01)  271.319  (m)          890.15   (f) SUPERSEDED  2 1
 AI9546
 AI9546.Superseded values are not recommended for survey control.
 AI9546
 AI9546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9546.See file dsdata.pdf to determine how the superseded data were derived.
 AI9546
 AI9546_MARKER: DD = SURVEY DISK
 AI9546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9546_STAMPING: 3J52 2000
 AI9546_MARK LOGO: WIDT
 AI9546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9546+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 AI9546
 AI9546  HISTORY     - Date     Condition        Report By
 AI9546  HISTORY     - 1999     MONUMENTED       WIDT
 AI9546  HISTORY     - 20030722 GOOD             USPSQD
 AI9546  HISTORY     - 20050523 GOOD             WIDT
 AI9546  HISTORY     - 20060622 GOOD             USPSQD
 AI9546
 AI9546                          STATION DESCRIPTION
 AI9546
 AI9546'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9546'THE STATION IS LOCATED ABOUT 16.09 KM (10.00 MI) WEST OF FOND DU LAC
 AI9546'AND 2.41 KM (1.50 MI) EAST OF ROSENDALE.  OWNERSHIP--WISCONSIN
 AI9546'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9546'OF STATE HIGHWAY 26 WITH STATE HIGHWAY 23 IN THE VILLAGE OF ROSENDALE,
 AI9546'GO EAST ON STATE HIGHWAY 23 FOR 2.25 KM (1.40 MI) TO THE STATION ON
 AI9546'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9546'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J52
 AI9546'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9546'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 AI9546'PAVEMENT.  THE STATION IS 18.4 M (60.4 FT) SOUTH OF THE CENTERLINE OF
 AI9546'STATE HIGHWAY 23, 193 M (633.2 FT) EAST OF THE CENTERLINE OF PRIVATE
 AI9546'ENTRANCE --W9776--, 37.4 M (122.7 FT) WEST OF TELEPHONE PEDESTAL
 AI9546'--1723--, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 AI9546'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI9546'THAN 15 DEGREES ABOVE THE HORIZON.
 AI9546
 AI9546                          STATION RECOVERY (2003)
 AI9546
 AI9546'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9546'RECOVERED IN GOOD CONDITION.
 AI9546
 AI9546                          STATION RECOVERY (2005)
 AI9546
 AI9546'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9546'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 MILE EAST OF
 AI9546'PAUL DRIVE ON STATE HIGHWAY 23, AND 1 M NORTH, 1 M SOUTHEAST, AND 1 M
 AI9546'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9546
 AI9546                          STATION RECOVERY (2006)
 AI9546
 AI9546'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9547 ***********************************************************************
 AI9547  DESIGNATION -  3J53
 AI9547  PID         -  AI9547
 AI9547  STATE/COUNTY-  WI/FOND DU LAC
 AI9547  COUNTRY     -  US
 AI9547  USGS QUAD   -  ROSENDALE (2018)
 AI9547
 AI9547                         *CURRENT SURVEY CONTROL
 AI9547  ______________________________________________________________________
 AI9547* NAD 83(1986) POSITION- 43 48 28.1    (N) 088 37 52.5    (W)   HD_HELD2
 AI9547* NAVD 88 ORTHO HEIGHT -   271.241 (meters)      889.90  (feet) ADJUSTED
 AI9547  ______________________________________________________________________
 AI9547  GEOID HEIGHT    -        -35.924 (meters)                     GEOID18
 AI9547  DYNAMIC HEIGHT  -        271.182 (meters)      889.70  (feet) COMP
 AI9547  MODELED GRAVITY -    980,394.7   (mgal)                       NAVD 88
 AI9547
 AI9547  VERT ORDER      -  SECOND    CLASS I
 AI9547
 AI9547.The horizontal coordinates were established by autonomous hand held GPS
 AI9547.observations and have an estimated accuracy of +/- 10 meters.
 AI9547
 AI9547.The orthometric height was determined by differential leveling and
 AI9547.adjusted by the WI DEPT OF TRANSP
 AI9547.in May 2012.
 AI9547
 AI9547.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9547.GEOID18 height accuracy estimate available here.
 AI9547
 AI9547.Click photographs - Photos may exist for this station.
 AI9547
 AI9547.The dynamic height is computed by dividing the NAVD 88
 AI9547.geopotential number by the normal gravity value computed on the
 AI9547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9547.degrees latitude (g = 980.6199 gals.).
 AI9547
 AI9547.The modeled gravity was interpolated from observed gravity values.
 AI9547
 AI9547;                    North         East    Units  Estimated Accuracy
 AI9547;SPC WI S     -   201,737.      710,126.      MT  (+/- 10 meters HH2 GPS)
 AI9547
 AI9547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6879351819(NAD 83)
 AI9547
 AI9547                          SUPERSEDED SURVEY CONTROL
 AI9547
 AI9547  NAVD 88 (04/20/07)  271.214  (m)          889.81   (f) SUPERSEDED  2 1
 AI9547  NAVD 88 (02/05/01)  271.207  (m)          889.79   (f) SUPERSEDED  2 1
 AI9547
 AI9547.Superseded values are not recommended for survey control.
 AI9547
 AI9547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9547.See file dsdata.pdf to determine how the superseded data were derived.
 AI9547
 AI9547_MARKER: DD = SURVEY DISK
 AI9547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9547_STAMPING: 3J53 2000
 AI9547_MARK LOGO: WIDT
 AI9547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9547+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 AI9547
 AI9547  HISTORY     - Date     Condition        Report By
 AI9547  HISTORY     - 1999     MONUMENTED       WIDT
 AI9547  HISTORY     - 20030722 GOOD             USPSQD
 AI9547  HISTORY     - 20050523 GOOD             WIDT
 AI9547  HISTORY     - 20060622 GOOD             USPSQD
 AI9547
 AI9547                          STATION DESCRIPTION
 AI9547
 AI9547'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9547'THE STATION IS LOCATED ABOUT 14.48 KM (9.00 MI) WEST OF FOND DU LAC
 AI9547'AND 4.02 KM (2.50 MI) EAST OF ROSENDALE.  OWNERSHIP--WISCONSIN
 AI9547'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9547'OF STATE HIGHWAY 26 WITH STATE HIGHWAY 23 IN THE VILLAGE OF ROSENDALE,
 AI9547'GO EAST ON STATE HIGHWAY 23 FOR 3.46 KM (2.15 MI) TO THE STATION ON
 AI9547'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9547'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J53
 AI9547'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9547'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI9547'STATION IS 18.8 M (61.7 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 AI9547'23, 0.24 KM (0.15 MI) WEST OF THE CENTERLINE OF COUNTY HIGHWAY C, 94 M
 AI9547'(308.4 FT) WEST OF THE CENTERLINE OF THE PRIVATE ENTRANCE --W9415--,
 AI9547'89 M (292.0 FT) EAST OF TELEPHONE PEDESTAL --1602--, AND 1.0 M (3.3
 AI9547'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI9547'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9547'HORIZON.
 AI9547
 AI9547                          STATION RECOVERY (2003)
 AI9547
 AI9547'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9547'RECOVERED IN GOOD CONDITION.
 AI9547
 AI9547                          STATION RECOVERY (2005)
 AI9547
 AI9547'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9547'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTH, 1 M
 AI9547'NORTHEAST, AND 1 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9547
 AI9547                          STATION RECOVERY (2006)
 AI9547
 AI9547'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9548 ***********************************************************************
 AI9548  DESIGNATION -  3J54
 AI9548  PID         -  AI9548
 AI9548  STATE/COUNTY-  WI/FOND DU LAC
 AI9548  COUNTRY     -  US
 AI9548  USGS QUAD   -  ELDORADO (2018)
 AI9548
 AI9548                         *CURRENT SURVEY CONTROL
 AI9548  ______________________________________________________________________
 AI9548* NAD 83(1986) POSITION- 43 48 25.4    (N) 088 36 34.4    (W)   HD_HELD2
 AI9548* NAVD 88 ORTHO HEIGHT -   273.088 (meters)      895.96  (feet) ADJUSTED
 AI9548  ______________________________________________________________________
 AI9548  GEOID HEIGHT    -        -35.919 (meters)                     GEOID18
 AI9548  DYNAMIC HEIGHT  -        273.028 (meters)      895.76  (feet) COMP
 AI9548  MODELED GRAVITY -    980,395.8   (mgal)                       NAVD 88
 AI9548
 AI9548  VERT ORDER      -  SECOND    CLASS I
 AI9548
 AI9548.The horizontal coordinates were established by autonomous hand held GPS
 AI9548.observations and have an estimated accuracy of +/- 10 meters.
 AI9548
 AI9548.The orthometric height was determined by differential leveling and
 AI9548.adjusted by the WI DEPT OF TRANSP
 AI9548.in May 2012.
 AI9548
 AI9548.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9548.GEOID18 height accuracy estimate available here.
 AI9548
 AI9548.Click photographs - Photos may exist for this station.
 AI9548
 AI9548.The dynamic height is computed by dividing the NAVD 88
 AI9548.geopotential number by the normal gravity value computed on the
 AI9548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9548.degrees latitude (g = 980.6199 gals.).
 AI9548
 AI9548.The modeled gravity was interpolated from observed gravity values.
 AI9548
 AI9548;                    North         East    Units  Estimated Accuracy
 AI9548;SPC WI S     -   201,682.      711,873.      MT  (+/- 10 meters HH2 GPS)
 AI9548
 AI9548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7053751702(NAD 83)
 AI9548
 AI9548                          SUPERSEDED SURVEY CONTROL
 AI9548
 AI9548  NAVD 88 (04/20/07)  273.060  (m)          895.86   (f) SUPERSEDED  2 1
 AI9548  NAVD 88 (02/05/01)  273.056  (m)          895.85   (f) SUPERSEDED  2 1
 AI9548
 AI9548.Superseded values are not recommended for survey control.
 AI9548
 AI9548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9548.See file dsdata.pdf to determine how the superseded data were derived.
 AI9548
 AI9548_MARKER: DD = SURVEY DISK
 AI9548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9548_STAMPING: 3J54 2000
 AI9548_MARK LOGO: WIDT
 AI9548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9548+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 AI9548
 AI9548  HISTORY     - Date     Condition        Report By
 AI9548  HISTORY     - 1999     MONUMENTED       WIDT
 AI9548  HISTORY     - 20030722 GOOD             USPSQD
 AI9548  HISTORY     - 20050523 GOOD             WIDT
 AI9548  HISTORY     - 20060622 GOOD             USPSQD
 AI9548
 AI9548                          STATION DESCRIPTION
 AI9548
 AI9548'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9548'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) WEST OF FOND DU LAC
 AI9548'AND 4.83 KM (3.00 MI) EAST OF ROSENDALE.  OWNERSHIP--WISCONSIN
 AI9548'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9548'OF STATE HIGHWAY 26 WITH STATE HIGHWAY 23 IN THE VILLAGE OF ROSENDALE,
 AI9548'GO EAST ON STATE HIGHWAY 23 FOR 4.83 KM (3.00 MI) TO CRESCENT ROAD ON
 AI9548'THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 23 FOR 0.40 KM (0.25 MI) THE
 AI9548'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9548'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J54
 AI9548'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9548'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI9548'STATION IS 14.1 M (46.3 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 AI9548'23, 62 M (203.4 FT) WEST OF THE CENTERLINE OF PRIVATE ENTRANCE
 AI9548'--W9001--, 48.5 M (159.1 FT) EAST OF THE TOP CENTER OF THE NORTH END
 AI9548'0F A 0.7 M (2.3 FT) DIAMETER CORRUGATED METAL CULVERT PIPE, AND 1.0 M
 AI9548'(3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI9548'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9548'ABOVE THE HORIZON.
 AI9548
 AI9548                          STATION RECOVERY (2003)
 AI9548
 AI9548'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9548'RECOVERED IN GOOD CONDITION.
 AI9548
 AI9548                          STATION RECOVERY (2005)
 AI9548
 AI9548'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9548'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8 CM BELOW GROUND
 AI9548'LEVEL, AND 1 M SOUTH, 1 M NORTHEAST, AND 1 M NORTHWEST OF THREE WHITE
 AI9548'PLASTIC WITNESS POSTS.
 AI9548
 AI9548                          STATION RECOVERY (2006)
 AI9548
 AI9548'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9549 ***********************************************************************
 AI9549  DESIGNATION -  3J55
 AI9549  PID         -  AI9549
 AI9549  STATE/COUNTY-  WI/FOND DU LAC
 AI9549  COUNTRY     -  US
 AI9549  USGS QUAD   -  ELDORADO (2018)
 AI9549
 AI9549                         *CURRENT SURVEY CONTROL
 AI9549  ______________________________________________________________________
 AI9549* NAD 83(1986) POSITION- 43 47 45.7    (N) 088 35 42.7    (W)   HD_HELD2
 AI9549* NAVD 88 ORTHO HEIGHT -   273.177 (meters)      896.25  (feet) ADJUSTED
 AI9549  ______________________________________________________________________
 AI9549  GEOID HEIGHT    -        -35.892 (meters)                     GEOID18
 AI9549  DYNAMIC HEIGHT  -        273.118 (meters)      896.05  (feet) COMP
 AI9549  MODELED GRAVITY -    980,395.9   (mgal)                       NAVD 88
 AI9549
 AI9549  VERT ORDER      -  SECOND    CLASS I
 AI9549
 AI9549.The horizontal coordinates were established by autonomous hand held GPS
 AI9549.observations and have an estimated accuracy of +/- 10 meters.
 AI9549
 AI9549.The orthometric height was determined by differential leveling and
 AI9549.adjusted by the WI DEPT OF TRANSP
 AI9549.in May 2012.
 AI9549
 AI9549.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9549.GEOID18 height accuracy estimate available here.
 AI9549
 AI9549.Click photographs - Photos may exist for this station.
 AI9549
 AI9549.The dynamic height is computed by dividing the NAVD 88
 AI9549.geopotential number by the normal gravity value computed on the
 AI9549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9549.degrees latitude (g = 980.6199 gals.).
 AI9549
 AI9549.The modeled gravity was interpolated from observed gravity values.
 AI9549
 AI9549;                    North         East    Units  Estimated Accuracy
 AI9549;SPC WI S     -   200,477.      713,049.      MT  (+/- 10 meters HH2 GPS)
 AI9549
 AI9549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7166850455(NAD 83)
 AI9549
 AI9549                          SUPERSEDED SURVEY CONTROL
 AI9549
 AI9549  NAVD 88 (04/20/07)  273.149  (m)          896.16   (f) SUPERSEDED  2 1
 AI9549  NAVD 88 (02/05/01)  273.148  (m)          896.15   (f) SUPERSEDED  2 1
 AI9549
 AI9549.Superseded values are not recommended for survey control.
 AI9549
 AI9549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9549.See file dsdata.pdf to determine how the superseded data were derived.
 AI9549
 AI9549_MARKER: DD = SURVEY DISK
 AI9549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9549_STAMPING: 3J55 2000
 AI9549_MARK LOGO: WIDT
 AI9549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9549+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 AI9549
 AI9549  HISTORY     - Date     Condition        Report By
 AI9549  HISTORY     - 1999     MONUMENTED       WIDT
 AI9549  HISTORY     - 20030722 GOOD             USPSQD
 AI9549  HISTORY     - 20050523 GOOD             WIDT
 AI9549  HISTORY     - 20060623 GOOD             USPSQD
 AI9549
 AI9549                          STATION DESCRIPTION
 AI9549
 AI9549'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9549'THE STATION IS LOCATED ABOUT 11.27 KM (7.00 MI) WEST OF FOND DU LAC
 AI9549'AND 6.44 KM (4.00 MI) EAST-SOUTHEAST OF ROSENDALE.
 AI9549'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9549'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 23 IN
 AI9549'THE VILLAGE OF ROSENDALE, GO EAST ON STATE HIGHWAY 23 FOR 6.12 KM
 AI9549'(3.80 MI) TO HEINRICH ROAD ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY
 AI9549'23 FOR 0.97 KM (0.60 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI9549'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI9549'STATION DISK STAMPED --3J55 2000-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9549'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI9549'HIGHWAY PAVEMENT.  THE STATION IS 17.9 M (58.7 FT) EAST-NORTHEAST OF
 AI9549'THE CENTERLINE OF STATE HIGHWAY 23, 57 M (187.0 FT) SOUTH-SOUTHEAST OF
 AI9549'A WOOD RIGHT-OF-WAY POST, 45 M (147.6 FT) WEST-NORTHWEST OF THE
 AI9549'EXTENDED CENTERLINE OF JOHNSON ROAD, 44.3 M (145.3 FT) NORTH-NORTHWEST
 AI9549'OF A TELEPHONE PEDESTAL, AND 1.0 M (3.3 FT) NORTH-NORTHWEST OF A WHITE
 AI9549'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 AI9549'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9549
 AI9549                          STATION RECOVERY (2003)
 AI9549
 AI9549'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9549'RECOVERED IN GOOD CONDITION.
 AI9549
 AI9549                          STATION RECOVERY (2005)
 AI9549
 AI9549'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9549'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTHEAST AND 1
 AI9549'M NORTHWEST OF TWO WHITE PLASTIC WITNESS POSTS.
 AI9549
 AI9549                          STATION RECOVERY (2006)
 AI9549
 AI9549'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9550 ***********************************************************************
 AI9550  DESIGNATION -  3J56
 AI9550  PID         -  AI9550
 AI9550  STATE/COUNTY-  WI/FOND DU LAC
 AI9550  COUNTRY     -  US
 AI9550  USGS QUAD   -  ELDORADO (2018)
 AI9550
 AI9550                         *CURRENT SURVEY CONTROL
 AI9550  ______________________________________________________________________
 AI9550* NAD 83(1986) POSITION- 43 47 05.2    (N) 088 33 19.9    (W)   HD_HELD2
 AI9550* NAVD 88 ORTHO HEIGHT -   259.242 (meters)      850.53  (feet) ADJUSTED
 AI9550  ______________________________________________________________________
 AI9550  GEOID HEIGHT    -        -35.860 (meters)                     GEOID18
 AI9550  DYNAMIC HEIGHT  -        259.186 (meters)      850.35  (feet) COMP
 AI9550  MODELED GRAVITY -    980,398.1   (mgal)                       NAVD 88
 AI9550
 AI9550  VERT ORDER      -  SECOND    CLASS I
 AI9550
 AI9550.The horizontal coordinates were established by autonomous hand held GPS
 AI9550.observations and have an estimated accuracy of +/- 10 meters.
 AI9550
 AI9550.The orthometric height was determined by differential leveling and
 AI9550.adjusted by the WI DEPT OF TRANSP
 AI9550.in May 2012.
 AI9550
 AI9550.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9550.GEOID18 height accuracy estimate available here.
 AI9550
 AI9550.Click photographs - Photos may exist for this station.
 AI9550
 AI9550.The dynamic height is computed by dividing the NAVD 88
 AI9550.geopotential number by the normal gravity value computed on the
 AI9550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9550.degrees latitude (g = 980.6199 gals.).
 AI9550
 AI9550.The modeled gravity was interpolated from observed gravity values.
 AI9550
 AI9550;                    North         East    Units  Estimated Accuracy
 AI9550;SPC WI S     -   199,281.      716,263.      MT  (+/- 10 meters HH2 GPS)
 AI9550
 AI9550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7483649144(NAD 83)
 AI9550
 AI9550                          SUPERSEDED SURVEY CONTROL
 AI9550
 AI9550  NAVD 88 (04/20/07)  259.214  (m)          850.44   (f) SUPERSEDED  2 1
 AI9550  NAVD 88 (02/05/01)  259.218  (m)          850.45   (f) SUPERSEDED  2 1
 AI9550
 AI9550.Superseded values are not recommended for survey control.
 AI9550
 AI9550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9550.See file dsdata.pdf to determine how the superseded data were derived.
 AI9550
 AI9550_MARKER: DD = SURVEY DISK
 AI9550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9550_STAMPING: 3J56 2000
 AI9550_MARK LOGO: WIDT
 AI9550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9550+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 AI9550
 AI9550  HISTORY     - Date     Condition        Report By
 AI9550  HISTORY     - 1999     MONUMENTED       WIDT
 AI9550  HISTORY     - 20030722 MARK NOT FOUND   USPSQD
 AI9550  HISTORY     - 20050523 GOOD             WIDT
 AI9550  HISTORY     - 20060619 GOOD             USPSQD
 AI9550
 AI9550                          STATION DESCRIPTION
 AI9550
 AI9550'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9550'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) SOUTH OF OSHKOSH AND
 AI9550'8.05 KM (5.00 MI) WEST OF FOND DU LAC.  OWNERSHIP--WISCONSIN
 AI9550'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9550'OF US HIGHWAY 41 WITH STATE HIGHWAY 23 IN THE CITY OF FOND DU LAC, GO
 AI9550'WEST ON STATE HIGHWAY 23 FOR 4.18 KM (2.60 MI) TO COUNTY HIGHWAY I ON
 AI9550'THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 23 FOR 1.77 KM (1.10 MI) TO
 AI9550'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI9550'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI9550'STAMPED --3J56 2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI9550'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) BELOW THE
 AI9550'HIGHWAY PAVEMENT.  THE STATION IS 17.6 M (57.7 FT) NORTH OF THE
 AI9550'CENTERLINE OF STATE HIGHWAY 23, 114 M (374.0 FT) EAST OF THE
 AI9550'CENTERLINE OF PRIVATE ENTRANCE --W7967--, 46 M (150.9 FT)
 AI9550'WEST-NORTHWEST OF THE TOP CENTER OF THE NORTH END OF A 0.7 M (2.3 FT)
 AI9550'DIAMETER CORRUGATED METAL CULVERT PIPE, 3 M (9.8 FT) SOUTH OF A
 AI9550'CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS
 AI9550'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI9550'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9550
 AI9550                          STATION RECOVERY (2003)
 AI9550
 AI9550'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9550'NOT FOUND.  THERE IS NO WITNESS POST PRESENT.
 AI9550
 AI9550                          STATION RECOVERY (2005)
 AI9550
 AI9550'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9550'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE WEST OF
 AI9550'KARST DR., 0.15 MILE EAST OF FISHER RD., AND 0.4 M SOUTH, 1 M
 AI9550'NORTHEAST, AND 1 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9550'NOTE-- THERE ARE FOUR SLICES ACROSS THE DISK RUNNING NORTH-SOUTH.
 AI9550
 AI9550                          STATION RECOVERY (2006)
 AI9550
 AI9550'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9551 ***********************************************************************
 AI9551  DESIGNATION -  3J57
 AI9551  PID         -  AI9551
 AI9551  STATE/COUNTY-  WI/FOND DU LAC
 AI9551  COUNTRY     -  US
 AI9551  USGS QUAD   -  ELDORADO (2018)
 AI9551
 AI9551                         *CURRENT SURVEY CONTROL
 AI9551  ______________________________________________________________________
 AI9551* NAD 83(1986) POSITION- 43 47 05.9    (N) 088 32 00.7    (W)   HD_HELD2
 AI9551* NAVD 88 ORTHO HEIGHT -   261.522 (meters)      858.01  (feet) ADJUSTED
 AI9551  ______________________________________________________________________
 AI9551  GEOID HEIGHT    -        -35.853 (meters)                     GEOID18
 AI9551  DYNAMIC HEIGHT  -        261.467 (meters)      857.83  (feet) COMP
 AI9551  MODELED GRAVITY -    980,400.1   (mgal)                       NAVD 88
 AI9551
 AI9551  VERT ORDER      -  SECOND    CLASS I
 AI9551
 AI9551.The horizontal coordinates were established by autonomous hand held GPS
 AI9551.observations and have an estimated accuracy of +/- 10 meters.
 AI9551
 AI9551.The orthometric height was determined by differential leveling and
 AI9551.adjusted by the WI DEPT OF TRANSP
 AI9551.in May 2012.
 AI9551
 AI9551.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9551.GEOID18 height accuracy estimate available here.
 AI9551
 AI9551.Click photographs - Photos may exist for this station.
 AI9551
 AI9551.The dynamic height is computed by dividing the NAVD 88
 AI9551.geopotential number by the normal gravity value computed on the
 AI9551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9551.degrees latitude (g = 980.6199 gals.).
 AI9551
 AI9551.The modeled gravity was interpolated from observed gravity values.
 AI9551
 AI9551;                    North         East    Units  Estimated Accuracy
 AI9551;SPC WI S     -   199,334.      718,033.      MT  (+/- 10 meters HH2 GPS)
 AI9551
 AI9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7660649133(NAD 83)
 AI9551
 AI9551                          SUPERSEDED SURVEY CONTROL
 AI9551
 AI9551  NAVD 88 (04/20/07)  261.494  (m)          857.92   (f) SUPERSEDED  2 1
 AI9551  NAVD 88 (02/05/01)  261.501  (m)          857.94   (f) SUPERSEDED  2 1
 AI9551
 AI9551.Superseded values are not recommended for survey control.
 AI9551
 AI9551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9551.See file dsdata.pdf to determine how the superseded data were derived.
 AI9551
 AI9551_MARKER: DD = SURVEY DISK
 AI9551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9551_STAMPING: 3J57 2000
 AI9551_MARK LOGO: WIDT
 AI9551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9551+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 AI9551
 AI9551  HISTORY     - Date     Condition        Report By
 AI9551  HISTORY     - 1999     MONUMENTED       WIDT
 AI9551  HISTORY     - 20030722 GOOD             USPSQD
 AI9551  HISTORY     - 20050523 GOOD             WIDT
 AI9551  HISTORY     - 20060619 GOOD             USPSQD
 AI9551
 AI9551                          STATION DESCRIPTION
 AI9551
 AI9551'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9551'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) SOUTH OF OSHKOSH AND
 AI9551'6.44 KM (4.00 MI) WEST OF FOND DU LAC.  OWNERSHIP--WISCONSIN
 AI9551'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9551'OF US HIGHWAY 41 WITH STATE HIGHWAY 23 IN THE CITY OF FOND DU LAC, GO
 AI9551'WEST ON STATE HIGHWAY 23 FOR 4.18 KM (2.60 MI) TO COUNTY HIGHWAY I AND
 AI9551'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI9551'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI9551'STAMPED --3J57 2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI9551'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY
 AI9551'PAVEMENT.  THE STATION IS 44.7 M (146.7 FT) NORTH OF THE CENTERLINE OF
 AI9551'STATE HIGHWAY 23, 17.7 M (58.1 FT) EAST OF THE CENTERLINE OF COUNTY
 AI9551'HIGHWAY I, 54 M (177.2 FT) WEST-NORTHWEST OF THE NORTHERN WOOD POST OF
 AI9551'--WESCOT SPORTSMAN CLUB-- SIGN, 13.7 M (44.9 FT) EAST-SOUTHEAST OF A
 AI9551'WOOD POST FOR --ADOPT A HIGHWAY-- SIGN, 1.5 M (4.9 FT) WEST OF THE
 AI9551'METAL POST OF A RIGHT-OF-WAY SIGN, AND 1.0 M (3.3 FT) WEST OF A WHITE
 AI9551'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI9551'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9551
 AI9551                          STATION RECOVERY (2003)
 AI9551
 AI9551'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9551'RECOVERED IN GOOD CONDITION.  NOTE-- THERE ARE TWO METAL R/W POSTS
 AI9551'NEXT TO EACH OTHER.
 AI9551
 AI9551                          STATION RECOVERY (2005)
 AI9551
 AI9551'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9551'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 45.7 M (NOT
 AI9551'13.7 M) SOUTH-SOUTHEAST OF AN --ADOPT A HIGHWAY-- SIGN POST.  ADD--
 AI9551'THE STATION IS 1 M SOUTHWEST, 1 M SOUTHEAST, AND 1 M NORTH OF THREE
 AI9551'WHITE PLASTIC WITNESS POSTS.
 AI9551
 AI9551                          STATION RECOVERY (2006)
 AI9551
 AI9551'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9551'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9552 ***********************************************************************
 AI9552  DESIGNATION -  3J58
 AI9552  PID         -  AI9552
 AI9552  STATE/COUNTY-  WI/FOND DU LAC
 AI9552  COUNTRY     -  US
 AI9552  USGS QUAD   -  ELDORADO (2018)
 AI9552
 AI9552                         *CURRENT SURVEY CONTROL
 AI9552  ______________________________________________________________________
 AI9552* NAD 83(1986) POSITION- 43 47 05.6    (N) 088 30 55.3    (W)   HD_HELD2
 AI9552* NAVD 88 ORTHO HEIGHT -   250.240 (meters)      821.00  (feet) ADJUSTED
 AI9552  ______________________________________________________________________
 AI9552  GEOID HEIGHT    -        -35.848 (meters)                     GEOID18
 AI9552  DYNAMIC HEIGHT  -        250.187 (meters)      820.82  (feet) COMP
 AI9552  MODELED GRAVITY -    980,401.6   (mgal)                       NAVD 88
 AI9552
 AI9552  VERT ORDER      -  SECOND    CLASS I
 AI9552
 AI9552.The horizontal coordinates were established by autonomous hand held GPS
 AI9552.observations and have an estimated accuracy of +/- 10 meters.
 AI9552
 AI9552.The orthometric height was determined by differential leveling and
 AI9552.adjusted by the WI DEPT OF TRANSP
 AI9552.in May 2012.
 AI9552
 AI9552.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9552.GEOID18 height accuracy estimate available here.
 AI9552
 AI9552.Click photographs - Photos may exist for this station.
 AI9552
 AI9552.The dynamic height is computed by dividing the NAVD 88
 AI9552.geopotential number by the normal gravity value computed on the
 AI9552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9552.degrees latitude (g = 980.6199 gals.).
 AI9552
 AI9552.The modeled gravity was interpolated from observed gravity values.
 AI9552
 AI9552;                    North         East    Units  Estimated Accuracy
 AI9552;SPC WI S     -   199,351.      719,495.      MT  (+/- 10 meters HH2 GPS)
 AI9552
 AI9552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7806849097(NAD 83)
 AI9552
 AI9552                          SUPERSEDED SURVEY CONTROL
 AI9552
 AI9552  NAVD 88 (04/20/07)  250.212  (m)          820.90   (f) SUPERSEDED  2 1
 AI9552  NAVD 88 (02/05/01)  250.221  (m)          820.93   (f) SUPERSEDED  2 1
 AI9552
 AI9552.Superseded values are not recommended for survey control.
 AI9552
 AI9552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9552.See file dsdata.pdf to determine how the superseded data were derived.
 AI9552
 AI9552_MARKER: DD = SURVEY DISK
 AI9552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9552_STAMPING: 3J58 2000
 AI9552_MARK LOGO: WIDT
 AI9552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9552+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 AI9552
 AI9552  HISTORY     - Date     Condition        Report By
 AI9552  HISTORY     - 1999     MONUMENTED       WIDT
 AI9552  HISTORY     - 20030722 GOOD             USPSQD
 AI9552  HISTORY     - 20050523 GOOD             WIDT
 AI9552  HISTORY     - 20060619 GOOD             USPSQD
 AI9552
 AI9552                          STATION DESCRIPTION
 AI9552
 AI9552'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9552'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) SOUTH OF OSHKOSH AND
 AI9552'5.63 KM (3.50 MI) WEST OF FOND DU LAC.  OWNERSHIP--WISCONSIN
 AI9552'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9552'OF US HIGHWAY 41 WITH STATE HIGHWAY 23 IN THE CITY OF FOND DU LAC, GO
 AI9552'WEST ON STATE HIGHWAY 23 FOR 2.66 KM (1.65 MI) TO THE STATION ON THE
 AI9552'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI9552'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J58 2000-- SET IN THE
 AI9552'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI9552'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 18.4 M
 AI9552'(60.4 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 23, 31.2 M (102.4
 AI9552'FT) WEST OF A METAL POST FOR A RIGHT-OF-WAY SIGN, 3.7 M (12.1 FT) WEST
 AI9552'OF THE CENTERLINE OF A FIELD ENTRANCE, 2 M (6.6 FT) SOUTH OF A
 AI9552'CULTIVATED FIELD, AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS
 AI9552'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI9552'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9552
 AI9552                          STATION RECOVERY (2003)
 AI9552
 AI9552'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9552'RECOVERED IN GOOD CONDITION.
 AI9552
 AI9552                          STATION RECOVERY (2005)
 AI9552
 AI9552'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9552'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 MILE EAST OF
 AI9552'COUNTY HIGHWAY I ON STATE HIGHWAY 23, AND 0.5 M SOUTH, 1 M NORTHEAST,
 AI9552'AND 1 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9552
 AI9552                          STATION RECOVERY (2006)
 AI9552
 AI9552'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9553 ***********************************************************************
 AI9553  DESIGNATION -  3J59
 AI9553  PID         -  AI9553
 AI9553  STATE/COUNTY-  WI/FOND DU LAC
 AI9553  COUNTRY     -  US
 AI9553  USGS QUAD   -  ELDORADO (2018)
 AI9553
 AI9553                         *CURRENT SURVEY CONTROL
 AI9553  ______________________________________________________________________
 AI9553* NAD 83(1986) POSITION- 43 47 03.73   (N) 088 30 09.24   (W)   HD_HELD1
 AI9553* NAVD 88 ORTHO HEIGHT -   244.309 (meters)      801.54  (feet) ADJUSTED
 AI9553  ______________________________________________________________________
 AI9553  GEOID HEIGHT    -        -35.842 (meters)                     GEOID18
 AI9553  DYNAMIC HEIGHT  -        244.258 (meters)      801.37  (feet) COMP
 AI9553  MODELED GRAVITY -    980,402.8   (mgal)                       NAVD 88
 AI9553
 AI9553  VERT ORDER      -  SECOND    CLASS I
 AI9553
 AI9553.The horizontal coordinates were determined by differentially corrected
 AI9553.hand held GPS observations or other comparable positioning techniques
 AI9553.and have an estimated accuracy of +/- 3 meters.
 AI9553
 AI9553.The orthometric height was determined by differential leveling and
 AI9553.adjusted by the WI DEPT OF TRANSP
 AI9553.in May 2012.
 AI9553
 AI9553.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9553.GEOID18 height accuracy estimate available here.
 AI9553
 AI9553.Click photographs - Photos may exist for this station.
 AI9553
 AI9553.The dynamic height is computed by dividing the NAVD 88
 AI9553.geopotential number by the normal gravity value computed on the
 AI9553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9553.degrees latitude (g = 980.6199 gals.).
 AI9553
 AI9553.The modeled gravity was interpolated from observed gravity values.
 AI9553
 AI9553;                    North         East    Units  Estimated Accuracy
 AI9553;SPC WI S     -   199,311.3     720,525.6     MT  (+/- 3 meters HH1 GPS) 
 AI9553
 AI9553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7909749020(NAD 83)
 AI9553
 AI9553                          SUPERSEDED SURVEY CONTROL
 AI9553
 AI9553  NAVD 88 (04/20/07)  244.281  (m)          801.45   (f) SUPERSEDED  2 1
 AI9553  NAVD 88 (02/05/01)  244.291  (m)          801.48   (f) SUPERSEDED  2 1
 AI9553
 AI9553.Superseded values are not recommended for survey control.
 AI9553
 AI9553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9553.See file dsdata.pdf to determine how the superseded data were derived.
 AI9553
 AI9553_MARKER: DD = SURVEY DISK
 AI9553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9553_STAMPING: 3J59 2000
 AI9553_MARK LOGO: WIDT
 AI9553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9553+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AI9553
 AI9553  HISTORY     - Date     Condition        Report By
 AI9553  HISTORY     - 1999     MONUMENTED       WIDT
 AI9553  HISTORY     - 20030722 GOOD             USPSQD
 AI9553  HISTORY     - 20050411 GOOD             WIDT
 AI9553  HISTORY     - 20060619 GOOD             USPSQD
 AI9553  HISTORY     - 20120627 GOOD             WIDT
 AI9553
 AI9553                          STATION DESCRIPTION
 AI9553
 AI9553'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9553'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) SOUTH OF OSHKOSH AND
 AI9553'4.83 KM (3.00 MI) WEST OF FOND DU LAC.  OWNERSHIP--FOND DU LAC COUNTY.
 AI9553'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 AI9553'HIGHWAY 23 IN THE CITY OF FOND DU LAC, GO WEST ON STATE HIGHWAY 23 FOR
 AI9553'1.61 KM (1.00 MI) TO COUNTY HIGHWAY T (ESTERBROOK ROAD) TURN LEFT AND
 AI9553'GO SOUTH ON COUNTY HIGHWAY T (ESTERBROOK ROAD) FOR 0.08 KM (0.05 MI)
 AI9553'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 AI9553'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI9553'STAMPED --3J59 2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI9553'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD
 AI9553'PAVEMENT.  THE STATION IS 13.7 M (44.9 FT) EAST OF THE CENTERLINE OF
 AI9553'ESTERBROOK ROAD, 58 M (190.3 FT) SOUTH OF THE CENTERLINE OF STATE
 AI9553'HIGHWAY 23, 39.0 M (128.0 FT) SOUTHEAST OF UTILITY POLE --15-17-7
 AI9553'55/26--, 37.8 M (124.0 FT) NORTH OF A METAL POST OF A RIGHT-OF-WAY
 AI9553'SIGN, 29.1 M (95.5 FT) SOUTH OF THE SOUTH EDGE OF A MANHOLE COVER, AND
 AI9553'1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI9553'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9553'ABOVE THE HORIZON.
 AI9553
 AI9553                          STATION RECOVERY (2003)
 AI9553
 AI9553'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9553'RECOVERED IN GOOD CONDITION.
 AI9553
 AI9553                          STATION RECOVERY (2005)
 AI9553
 AI9553'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9553'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 1 M WEST, 1 M
 AI9553'SOUTH, AND 1 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9553
 AI9553                          STATION RECOVERY (2006)
 AI9553
 AI9553'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9553'RECOVERED IN GOOD CONDITION.
 AI9553
 AI9553                          STATION RECOVERY (2012)
 AI9553
 AI9553'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (GRS)
 AI9553'RECOVERED AS DESCRIBED IN GOOD CONDITION.  STRAIGHTENED WITNESS POSTS.
 AI9553'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9585 ***********************************************************************
 AI9585  DESIGNATION -  3J73
 AI9585  PID         -  AI9585
 AI9585  STATE/COUNTY-  WI/FOND DU LAC
 AI9585  COUNTRY     -  US
 AI9585  USGS QUAD   -  RIPON (2018)
 AI9585
 AI9585                         *CURRENT SURVEY CONTROL
 AI9585  ______________________________________________________________________
 AI9585* NAD 83(1986) POSITION- 43 50 42.3    (N) 088 49 15.6    (W)   HD_HELD2
 AI9585* NAVD 88 ORTHO HEIGHT -   283.504 (meters)      930.13  (feet) ADJUSTED
 AI9585  ______________________________________________________________________
 AI9585  GEOID HEIGHT    -        -36.028 (meters)                     GEOID18
 AI9585  DYNAMIC HEIGHT  -        283.443 (meters)      929.93  (feet) COMP
 AI9585  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 AI9585
 AI9585  VERT ORDER      -  SECOND    CLASS I
 AI9585
 AI9585.The horizontal coordinates were established by autonomous hand held GPS
 AI9585.observations and have an estimated accuracy of +/- 10 meters.
 AI9585
 AI9585.The orthometric height was determined by differential leveling and
 AI9585.adjusted by the WI DEPT OF TRANSP
 AI9585.in May 2012.
 AI9585
 AI9585.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9585.GEOID18 height accuracy estimate available here.
 AI9585
 AI9585.Click photographs - Photos may exist for this station.
 AI9585
 AI9585.The dynamic height is computed by dividing the NAVD 88
 AI9585.geopotential number by the normal gravity value computed on the
 AI9585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9585.degrees latitude (g = 980.6199 gals.).
 AI9585
 AI9585.The modeled gravity was interpolated from observed gravity values.
 AI9585
 AI9585;                    North         East    Units  Estimated Accuracy
 AI9585;SPC WI S     -   205,645.      694,802.      MT  (+/- 10 meters HH2 GPS)
 AI9585
 AI9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5362256278(NAD 83)
 AI9585
 AI9585                          SUPERSEDED SURVEY CONTROL
 AI9585
 AI9585  NAVD 88 (04/20/07)  283.477  (m)          930.04   (f) SUPERSEDED  2 1
 AI9585  NAVD 88 (02/05/01)  283.450  (m)          929.95   (f) SUPERSEDED  2 1
 AI9585
 AI9585.Superseded values are not recommended for survey control.
 AI9585
 AI9585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9585.See file dsdata.pdf to determine how the superseded data were derived.
 AI9585
 AI9585_MARKER: DD = SURVEY DISK
 AI9585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI9585_SP_SET: BRIDGE
 AI9585_STAMPING: 3J73 2000
 AI9585_MARK LOGO: WIDT
 AI9585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9585+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9585
 AI9585  HISTORY     - Date     Condition        Report By
 AI9585  HISTORY     - 2000     MONUMENTED       WIDT
 AI9585  HISTORY     - 2001     GOOD             WIDT
 AI9585  HISTORY     - 20030722 GOOD             USPSQD
 AI9585  HISTORY     - 20050510 GOOD             WIDT
 AI9585  HISTORY     - 20060921 GOOD             USPSQD
 AI9585
 AI9585                          STATION DESCRIPTION
 AI9585
 AI9585'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 AI9585'THE STATION IS LOCATED IN THE CITY OF RIPON.  OWNERSHIP--CITY OF
 AI9585'RIPON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AI9585'44/STATE HIGHWAY 49 WITH STATE HIGHWAY 23 (EAST FOND DU LAC STREET) IN
 AI9585'THE CITY OF RIPON, GO EAST ON STATE HIGHWAY 23 (EAST FOND DU LAC
 AI9585'STREET) FOR 1.45 KM (0.90 MI) TO DOUGLAS STREET, TURN LEFT AND GO
 AI9585'NORTH ON DOUGLAS STREET FOR 0.3 KM (0.20 MI) TO FENTON STREET ON THE
 AI9585'LEFT, CONTINUE NORTH ON DOUGLAS STREET FOR 0.5 KM (0.30 MI) TO THE
 AI9585'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9585'TRANSPORTATION GEODETIC SURVEY CONTROL STATION STAMPED --3J73-- SET IN
 AI9585'A BRIDGE AND ABOUT 0.2 M (0.7 FT) ABOVE THE STREET PAVEMENT. THE
 AI9585'STATION IS 8.1 M (26.6 FT) EAST OF THE CENTERLINE OF DOUGLAS STREET,
 AI9585'24.1 M (79.1 FT) NORTH OF POWER POLE --16-14-22.1 25/5--, 17.0 M (55.8
 AI9585'FT) EAST OF THE NORTH END OF THE WESTERLY BRIDGE GUADRAIL, 16.0 M
 AI9585'(52.5 FT) SOUTH OF LIGHT POLE --D21-- WITH A --NO PARKING THIS SIDE OF
 AI9585'STREET--SIGN, 10.8 M (35.4 FT) NORTH OF THE SOUTH EDGE OF BRIDGE
 AI9585'CONCRETE, 0.25 M (0.82 FT) SOUTH OF THE NORTH EDGE OF BRIDGE CONCRETE.
 AI9585'--NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 AI9585'20 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES AND A POWER POLE
 AI9585'EXTENDING TO 25 DEGREES ABOVE THE HORIZON, A POWER POLE TO THE SOUTH
 AI9585'EXTENDING TO 35 DEGREES ABOVE THE HORIZON, TREES TO THE WEST EXTENDING
 AI9585'TO 40 DEGREES ABOVE THE HORIZON.
 AI9585
 AI9585                          STATION RECOVERY (2001)
 AI9585
 AI9585'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 AI9585'RECOVERED AS DESCRIBED.
 AI9585
 AI9585                          STATION RECOVERY (2003)
 AI9585
 AI9585'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9585'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 4.2 FEET EAST OF
 AI9585'THE EASTERN CURB, 2.7 FEET WEST OF THE EASTERN FACE OF THE BRIDGE, 0.8
 AI9585'FEET WEST OF A GUARD RAIL, 0.8 FEET SOUTH OF THE NORTHERN END OF THE
 AI9585'BRIDGE CONCRETE, AND 1 FOOT SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI9585
 AI9585                          STATION RECOVERY (2005)
 AI9585
 AI9585'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9585'RECOVERED IN GOOD CONDITION.
 AI9585
 AI9585                          STATION RECOVERY (2006)
 AI9585
 AI9585'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9537 ***********************************************************************
 AI9537  DESIGNATION -  3J74
 AI9537  PID         -  AI9537
 AI9537  STATE/COUNTY-  WI/FOND DU LAC
 AI9537  COUNTRY     -  US
 AI9537  USGS QUAD   -  RIPON (2018)
 AI9537
 AI9537                         *CURRENT SURVEY CONTROL
 AI9537  ______________________________________________________________________
 AI9537* NAD 83(1986) POSITION- 43 51 05.9    (N) 088 48 45.0    (W)   HD_HELD2
 AI9537* NAVD 88 ORTHO HEIGHT -   288.919 (meters)      947.90  (feet) ADJUSTED
 AI9537  ______________________________________________________________________
 AI9537  GEOID HEIGHT    -        -36.044 (meters)                     GEOID18
 AI9537  DYNAMIC HEIGHT  -        288.857 (meters)      947.69  (feet) COMP
 AI9537  MODELED GRAVITY -    980,397.1   (mgal)                       NAVD 88
 AI9537
 AI9537  VERT ORDER      -  SECOND    CLASS I
 AI9537
 AI9537.The horizontal coordinates were established by autonomous hand held GPS
 AI9537.observations and have an estimated accuracy of +/- 10 meters.
 AI9537
 AI9537.The orthometric height was determined by differential leveling and
 AI9537.adjusted by the WI DEPT OF TRANSP
 AI9537.in May 2012.
 AI9537
 AI9537.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9537.GEOID18 height accuracy estimate available here.
 AI9537
 AI9537.Click photographs - Photos may exist for this station.
 AI9537
 AI9537.The dynamic height is computed by dividing the NAVD 88
 AI9537.geopotential number by the normal gravity value computed on the
 AI9537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9537.degrees latitude (g = 980.6199 gals.).
 AI9537
 AI9537.The modeled gravity was interpolated from observed gravity values.
 AI9537
 AI9537;                    North         East    Units  Estimated Accuracy
 AI9537;SPC WI S     -   206,383.      695,475.      MT  (+/- 10 meters HH2 GPS)
 AI9537
 AI9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5432156991(NAD 83)
 AI9537
 AI9537                          SUPERSEDED SURVEY CONTROL
 AI9537
 AI9537  NAVD 88 (04/20/07)  288.893  (m)          947.81   (f) SUPERSEDED  2 1
 AI9537  NAVD 88 (02/05/01)  288.868  (m)          947.73   (f) SUPERSEDED  2 1
 AI9537
 AI9537.Superseded values are not recommended for survey control.
 AI9537
 AI9537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9537.See file dsdata.pdf to determine how the superseded data were derived.
 AI9537
 AI9537_MARKER: DD = SURVEY DISK
 AI9537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9537_STAMPING: 3J74 2000
 AI9537_MARK LOGO: WIDT
 AI9537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9537+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9537
 AI9537  HISTORY     - Date     Condition        Report By
 AI9537  HISTORY     - 1999     MONUMENTED       WIDT
 AI9537  HISTORY     - 20030722 GOOD             USPSQD
 AI9537  HISTORY     - 20050517 GOOD             WIDT
 AI9537  HISTORY     - 20060921 GOOD             USPSQD
 AI9537
 AI9537                          STATION DESCRIPTION
 AI9537
 AI9537'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9537'THE STATION IS LOCATED ABOUT 28.97 KM (18.00 MI) SOUTHWEST OF OSHKOSH
 AI9537'AND 2.41 KM (1.50 MI) NORTHEAST OF RIPON.  OWNERSHIP--TOWN OF RIPON.
 AI9537'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND STATE
 AI9537'HIGHWAY 49 WITH STATE HIGHWAY 23 AT THE INTERSECTION OF BLACKBURN
 AI9537'STREET WITH EAST FOND DU LAC STREET IN THE CITY OF RIPON, GO EAST ON
 AI9537'STATE HIGHWAY 23 (EAST FOND DU LAC STREET) FOR 1.44 KM (0.90 MI) TO
 AI9537'DOUGLAS STREET, TURN LEFT AND GO NORTH ON DOUGLAS STREET FOR 1.53 KM
 AI9537'(0.95 MI) TO OLDEN ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON OLDEN
 AI9537'ROAD FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT.  THE STATION IS
 AI9537'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 AI9537'CONTROL STATION DISK STAMPED --3J74 2000-- SET IN THE TOP OF A 41-CM
 AI9537'(16-INCH ) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI9537'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.0 M (23.0 FT) NORTH OF
 AI9537'THE CENTERLINE OF OLDEN ROAD, 40.7 M (133.5 FT) NORTHEAST OF POWER
 AI9537'POLE --16-14-22 33/52--, 28.0 M (91.9 FT) NORTHWEST OF POWER POLE
 AI9537'--16-14-22 35/52--, 12.3 M (40.4 FT) EAST OF A WOOD TRAFFIC SIGN POST
 AI9537'--REDUCED SPEED AHEAD--, 3 M (9.8 FT) SOUTH OF A CULTIVATED FIELD, AND
 AI9537'1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS
 AI9537'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9537'ABOVE THE HORIZON.
 AI9537
 AI9537                          STATION RECOVERY (2003)
 AI9537
 AI9537'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9537'RECOVERED IN GOOD CONDITION.
 AI9537
 AI9537                          STATION RECOVERY (2005)
 AI9537
 AI9537'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9537'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE WEST OF
 AI9537'HALL ST RD AND 1 M SOUTH, 1 M NORTHWEST, AND 1 M NORTHEAST OF THREE
 AI9537'WHITE PLASTIC WITNESS POSTS.
 AI9537
 AI9537                          STATION RECOVERY (2006)
 AI9537
 AI9537'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9536 ***********************************************************************
 AI9536  DESIGNATION -  3J75
 AI9536  PID         -  AI9536
 AI9536  STATE/COUNTY-  WI/FOND DU LAC
 AI9536  COUNTRY     -  US
 AI9536  USGS QUAD   -  RIPON (2018)
 AI9536
 AI9536                         *CURRENT SURVEY CONTROL
 AI9536  ______________________________________________________________________
 AI9536* NAD 83(1986) POSITION- 43 51 05.8    (N) 088 47 23.6    (W)   HD_HELD2
 AI9536* NAVD 88 ORTHO HEIGHT -   296.138 (meters)      971.58  (feet) ADJUSTED
 AI9536  ______________________________________________________________________
 AI9536  GEOID HEIGHT    -        -36.036 (meters)                     GEOID18
 AI9536  DYNAMIC HEIGHT  -        296.074 (meters)      971.37  (feet) COMP
 AI9536  MODELED GRAVITY -    980,397.1   (mgal)                       NAVD 88
 AI9536
 AI9536  VERT ORDER      -  SECOND    CLASS I
 AI9536
 AI9536.The horizontal coordinates were established by autonomous hand held GPS
 AI9536.observations and have an estimated accuracy of +/- 10 meters.
 AI9536
 AI9536.The orthometric height was determined by differential leveling and
 AI9536.adjusted by the WI DEPT OF TRANSP
 AI9536.in May 2012.
 AI9536
 AI9536.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9536.GEOID18 height accuracy estimate available here.
 AI9536
 AI9536.Click photographs - Photos may exist for this station.
 AI9536
 AI9536.The dynamic height is computed by dividing the NAVD 88
 AI9536.geopotential number by the normal gravity value computed on the
 AI9536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9536.degrees latitude (g = 980.6199 gals.).
 AI9536
 AI9536.The modeled gravity was interpolated from observed gravity values.
 AI9536
 AI9536;                    North         East    Units  Estimated Accuracy
 AI9536;SPC WI S     -   206,406.      697,293.      MT  (+/- 10 meters HH2 GPS)
 AI9536
 AI9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5613956948(NAD 83)
 AI9536
 AI9536                          SUPERSEDED SURVEY CONTROL
 AI9536
 AI9536  NAVD 88 (04/20/07)  296.111  (m)          971.49   (f) SUPERSEDED  2 1
 AI9536  NAVD 88 (02/05/01)  296.089  (m)          971.42   (f) SUPERSEDED  2 1
 AI9536
 AI9536.Superseded values are not recommended for survey control.
 AI9536
 AI9536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9536.See file dsdata.pdf to determine how the superseded data were derived.
 AI9536
 AI9536_MARKER: DD = SURVEY DISK
 AI9536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9536_STAMPING: 3J75 2000
 AI9536_MARK LOGO: WIDT
 AI9536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9536+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9536
 AI9536  HISTORY     - Date     Condition        Report By
 AI9536  HISTORY     - 1999     MONUMENTED       WIDT
 AI9536  HISTORY     - 20030722 GOOD             USPSQD
 AI9536  HISTORY     - 20050512 GOOD             WIDT
 AI9536  HISTORY     - 20060921 GOOD             USPSQD
 AI9536
 AI9536                          STATION DESCRIPTION
 AI9536
 AI9536'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9536'THE STATION IS LOCATED ABOUT 27.36 KM (17.00 MI) SOUTHWEST OF OSHKOSH
 AI9536'AND 4.02 KM (2.50 MI) EAST-NORTHEAST OF RIPON.  OWNERSHIP--TOWN OF
 AI9536'RIPON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND
 AI9536'STATE HIGHWAY 49 WITH STATE HIGHWAY 23 AT THE INTERSECTION OF
 AI9536'BLACKBURN STREET WITH EAST FOND DU LAC STREET IN THE CITY OF RIPON, GO
 AI9536'EAST ON STATE HIGHWAY 23 (EAST FOND DU LAC STREET) FOR 1.44 KM (0.90
 AI9536'MI) TO DOUGLAS STREET, TURN LEFT AND GO NORTH ON DOUGLAS STREET FOR
 AI9536'1.53 KM (0.95 MI) TO OLDEN ROAD ON THE RIGHT, TURN RIGHT AND GO EAST
 AI9536'ON OLDEN ROAD FOR 1.05 KM (0.65 MI) TO HALL STREET ROAD ON THE RIGHT,
 AI9536'CONTINUE EAST ON OLDEN ROAD FOR 1.53 KM (0.95 MI) TO THE STATION ON
 AI9536'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9536'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J75
 AI9536'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9536'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 AI9536'STATION IS 8.3 M (27.2 FT) NORTH OF THE CENTERLINE OF OLDEN ROAD, 58.0
 AI9536'M (190.3 FT) EAST-NORTHEAST OF TELEPHONE PEDESTAL --3C 23B 11 20
 AI9536'LP4--, 45.2 M (148.3 FT) WEST-NORTHWEST OF POWER POLE --16-14-23
 AI9536'45/52--, 25.1 M (82.3 FT) NORTHEAST OF POWER POLE --16-14-23 43/52--,
 AI9536'AND 0.9 M (3.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI9536'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI9536'THAN 15 DEGREES ABOVE THE HORIZON.
 AI9536
 AI9536                          STATION RECOVERY (2003)
 AI9536
 AI9536'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9536'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.5 MILE WEST
 AI9536'OF CUSTER ROAD, 13 FEET WEST OF THE CENTER OF A FIELD ENTRANCE NORTH.
 AI9536
 AI9536                          STATION RECOVERY (2005)
 AI9536
 AI9536'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9536'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9 CM BELOW GROUND
 AI9536'LEVEL AND 0.9 M SOUTH, 1 M NORTHWEST, AND 1 M NORTHEAST OF THREE WHITE
 AI9536'PLASTIC WITNESS POSTS.
 AI9536
 AI9536                          STATION RECOVERY (2006)
 AI9536
 AI9536'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9535 ***********************************************************************
 AI9535  DESIGNATION -  3J76
 AI9535  PID         -  AI9535
 AI9535  STATE/COUNTY-  WI/FOND DU LAC
 AI9535  COUNTRY     -  US
 AI9535  USGS QUAD   -  RUSH LAKE (2018)
 AI9535
 AI9535                         *CURRENT SURVEY CONTROL
 AI9535  ______________________________________________________________________
 AI9535* NAD 83(1986) POSITION- 43 52 34.12   (N) 088 46 21.37   (W)   HD_HELD1
 AI9535* NAVD 88 ORTHO HEIGHT -   276.642 (meters)      907.62  (feet) ADJUSTED
 AI9535  ______________________________________________________________________
 AI9535  GEOID HEIGHT    -        -36.097 (meters)                     GEOID18
 AI9535  DYNAMIC HEIGHT  -        276.583 (meters)      907.42  (feet) COMP
 AI9535  MODELED GRAVITY -    980,399.0   (mgal)                       NAVD 88
 AI9535
 AI9535  VERT ORDER      -  SECOND    CLASS I
 AI9535
 AI9535.The horizontal coordinates were determined by differentially corrected
 AI9535.hand held GPS observations or other comparable positioning techniques
 AI9535.and have an estimated accuracy of +/- 3 meters.
 AI9535
 AI9535.The orthometric height was determined by differential leveling and
 AI9535.adjusted by the WI DEPT OF TRANSP
 AI9535.in May 2012.
 AI9535
 AI9535.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9535.GEOID18 height accuracy estimate available here.
 AI9535
 AI9535.Click photographs - Photos may exist for this station.
 AI9535
 AI9535.The dynamic height is computed by dividing the NAVD 88
 AI9535.geopotential number by the normal gravity value computed on the
 AI9535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9535.degrees latitude (g = 980.6199 gals.).
 AI9535
 AI9535.The modeled gravity was interpolated from observed gravity values.
 AI9535
 AI9535;                    North         East    Units  Estimated Accuracy
 AI9535;SPC WI S     -   209,151.7     698,642.6     MT  (+/- 3 meters HH1 GPS) 
 AI9535
 AI9535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5758659643(NAD 83)
 AI9535
 AI9535                          SUPERSEDED SURVEY CONTROL
 AI9535
 AI9535  NAVD 88 (04/20/07)  276.615  (m)          907.53   (f) SUPERSEDED  2 1
 AI9535  NAVD 88 (02/05/01)  276.595  (m)          907.46   (f) SUPERSEDED  2 1
 AI9535
 AI9535.Superseded values are not recommended for survey control.
 AI9535
 AI9535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9535.See file dsdata.pdf to determine how the superseded data were derived.
 AI9535
 AI9535_MARKER: DD = SURVEY DISK
 AI9535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9535_STAMPING: 3J76 2000
 AI9535_MARK LOGO: WIDT
 AI9535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9535+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9535
 AI9535  HISTORY     - Date     Condition        Report By
 AI9535  HISTORY     - 1999     MONUMENTED       WIDT
 AI9535  HISTORY     - 20030722 GOOD             USPSQD
 AI9535  HISTORY     - 20050523 GOOD             WIDT
 AI9535  HISTORY     - 20060921 GOOD             USPSQD
 AI9535
 AI9535                          STATION DESCRIPTION
 AI9535
 AI9535'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9535'THE STATION IS LOCATED ABOUT 24.14 KM (15.00 MI) SOUTHWEST OF OSHKOSH
 AI9535'AND 6.44 KM (4.00 MI) NORTHEAST OF RIPON.  OWNERSHIP--WISCONSIN
 AI9535'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9535'OF STATE HIGHWAY 44 AND STATE HIGHWAY 49 WITH STATE HIGHWAY 23 AT THE
 AI9535'INTERSECTION OF BLACKBURN STREET WITH EAST FOND DU LAC STREET IN THE
 AI9535'CITY OF RIPON, GO EAST ON STATE HIGHWAY 23 (EAST FOND DU LAC STREET)
 AI9535'FOR 1.44 KM (0.90 MI) TO DOUGLAS STREET, TURN LEFT AND GO NORTH ON
 AI9535'DOUGLAS STREET FOR 1.61 KM (1.00 MI) TO STATE HIGHWAY 44, TURN RIGHT
 AI9535'AND GO NORTHEAST ON STATE HIGHWAY 44 FOR 3.86 KM (2.40 MI) TO CUSTER
 AI9535'ROAD ON THE RIGHT, CONTINUE NORTHEAST ON STATE HIGHWAY 44 FOR 0.89 KM
 AI9535'(0.55 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI9535'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI9535'DISK STAMPED --3J76 2000-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9535'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI9535'HIGHWAY PAVEMENT.  THE STATION IS 9.1 M (29.9 FT) NORTH OF THE
 AI9535'CENTERLINE OF STATE HIGHWAY 44, 46 M (150.9 FT) EAST-NORTHEAST OF THE
 AI9535'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N9175--, 35.5 M (116.5 FT)
 AI9535'WEST-SOUTHWEST OF A WOOD TRAFFIC SIGN POST --NO PASSING ZONE--, 22.0 M
 AI9535'(72.2 FT) NORTH-NORTHEAST OF A WOOD RIGHT-OF-WAY POST, 6 M (19.7 FT)
 AI9535'WEST-SOUTHWEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 AI9535'--N9181--, AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI9535'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI9535'THAN 15 DEGREES ABOVE THE HORIZON.
 AI9535
 AI9535                          STATION RECOVERY (2003)
 AI9535
 AI9535'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9535'RECOVERED IN GOOD CONDITION.  NOTE-- THE PLASTIC WITNESS POST IS BENT
 AI9535'AT GROUND LEVEL AND ABOUT TO BREAK OFF.
 AI9535
 AI9535                          STATION RECOVERY (2005)
 AI9535
 AI9535'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9535'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 0.45 MILE (NOT
 AI9535'0.55 MILE) NORTHEAST OF CUSTER ROAD ON STATE HIGHWAY 44, AND ON THE
 AI9535'EDGE OF A CULTIVATED FIELD WHICH EXTENDS INTO THE HIGHWAY
 AI9535'RIGHT-OF-WAY.  A LARGE PIE-SHAPED CHUNK OF THE CONCRETE POST WAS
 AI9535'RECENTLY TAKEN OUT BY FARM MACHINERY BUT THE DISK APPEARS UNTOUCHED.
 AI9535'ADD-- THE STATION IS 0.5 M SOUTHEAST, 1 M NORTHEAST, AND 1 M WEST OF
 AI9535'THREE WHITE PLASTIC WITNESS POSTS.
 AI9535
 AI9535                          STATION RECOVERY (2006)
 AI9535
 AI9535'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9535'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9533 ***********************************************************************
 AI9533  DESIGNATION -  3J78
 AI9533  PID         -  AI9533
 AI9533  STATE/COUNTY-  WI/WINNEBAGO
 AI9533  COUNTRY     -  US
 AI9533  USGS QUAD   -  PICKETT (2018)
 AI9533
 AI9533                         *CURRENT SURVEY CONTROL
 AI9533  ______________________________________________________________________
 AI9533* NAD 83(1986) POSITION- 43 53 48.3    (N) 088 44 35.6    (W)   HD_HELD2
 AI9533* NAVD 88 ORTHO HEIGHT -   271.986 (meters)      892.34  (feet) ADJUSTED
 AI9533  ______________________________________________________________________
 AI9533  GEOID HEIGHT    -        -36.139 (meters)                     GEOID18
 AI9533  DYNAMIC HEIGHT  -        271.928 (meters)      892.15  (feet) COMP
 AI9533  MODELED GRAVITY -    980,400.9   (mgal)                       NAVD 88
 AI9533
 AI9533  VERT ORDER      -  SECOND    CLASS I
 AI9533
 AI9533.The horizontal coordinates were established by autonomous hand held GPS
 AI9533.observations and have an estimated accuracy of +/- 10 meters.
 AI9533
 AI9533.The orthometric height was determined by differential leveling and
 AI9533.adjusted by the WI DEPT OF TRANSP
 AI9533.in May 2012.
 AI9533
 AI9533.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9533.GEOID18 height accuracy estimate available here.
 AI9533
 AI9533.Click photographs - Photos may exist for this station.
 AI9533
 AI9533.The dynamic height is computed by dividing the NAVD 88
 AI9533.geopotential number by the normal gravity value computed on the
 AI9533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9533.degrees latitude (g = 980.6199 gals.).
 AI9533
 AI9533.The modeled gravity was interpolated from observed gravity values.
 AI9533
 AI9533;                    North         East    Units  Estimated Accuracy
 AI9533;SPC WI S     -   211,476.      700,969.      MT  (+/- 10 meters HH2 GPS)
 AI9533
 AI9533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5999561882(NAD 83)
 AI9533
 AI9533                          SUPERSEDED SURVEY CONTROL
 AI9533
 AI9533  NAVD 88 (04/20/07)  271.958  (m)          892.25   (f) SUPERSEDED  2 1
 AI9533  NAVD 88 (02/05/01)  271.936  (m)          892.18   (f) SUPERSEDED  2 1
 AI9533
 AI9533.Superseded values are not recommended for survey control.
 AI9533
 AI9533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9533.See file dsdata.pdf to determine how the superseded data were derived.
 AI9533
 AI9533_MARKER: DD = SURVEY DISK
 AI9533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9533_STAMPING: 3J78 2000
 AI9533_MARK LOGO: WIDT
 AI9533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9533+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9533
 AI9533  HISTORY     - Date     Condition        Report By
 AI9533  HISTORY     - 1999     MONUMENTED       WIDT
 AI9533  HISTORY     - 20031217 GOOD             USPSQD
 AI9533  HISTORY     - 20050613 GOOD             WIDT
 AI9533  HISTORY     - 20060921 GOOD             USPSQD
 AI9533
 AI9533                          STATION DESCRIPTION
 AI9533
 AI9533'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9533'THE STATION IS LOCATED ABOUT 20.92 KM (13.00 MI) SOUTHWEST OF OSHKOSH
 AI9533'AND 9.66 KM (6.00 MI) NORTHEAST OF RIPON.  OWNERSHIP--WISCONSIN
 AI9533'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9533'OF STATE HIGHWAY 44 AND STATE HIGHWAY 49 WITH STATE HIGHWAY 23 AT THE
 AI9533'INTERSECTION OF BLACKBURN STREET WITH EAST FOND DU LAC STREET IN THE
 AI9533'CITY OF RIPON, GO EAST ON STATE HIGHWAY 23 (EAST FOND DU LAC STREET)
 AI9533'FOR 1.44 KM (0.90 MI) TO DOUGLAS STREET, TURN LEFT AND GO NORTH ON
 AI9533'DOUGLAS STREET FOR 1.61 KM (1.00 MI) TO STATE HIGHWAY 44, TURN RIGHT
 AI9533'AND GO NORTHEAST ON STATE HIGHWAY 44 FOR 7.72 KM (4.80 MI) TO
 AI9533'SPRINGBROOK ROAD ON THE RIGHT, CONTINUE NORTHEAST ON STATE HIGHWAY 44
 AI9533'FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI9533'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI9533'STATION DISK STAMPED --3J78 2000-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9533'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI9533'HIGHWAY PAVEMENT.  THE STATION IS 18.7 M (61.4 FT) WEST OF THE
 AI9533'CENTERLINE OF STATE HIGHWAY 44, 131 M (429.8 FT) SOUTH OF THE EXTENDED
 AI9533'CENTERLINE OF MAHLKE ROAD, 43.5 M (142.7 FT) WEST-NORTHWEST OF POWER
 AI9533'POLE --1715 32L25--, 1.7 M (5.6 FT) EAST OF A NORTH/SOUTH FENCE LINE,
 AI9533'AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI9533'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI9533'THAN 15 DEGREES ABOVE THE HORIZON.
 AI9533
 AI9533                          STATION RECOVERY (2003)
 AI9533
 AI9533'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9533'RECOVERED IN GOOD CONDITION.
 AI9533
 AI9533                          STATION RECOVERY (2005)
 AI9533
 AI9533'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9533'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 1.0 M EAST, 1.0 M
 AI9533'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9533
 AI9533                          STATION RECOVERY (2006)
 AI9533
 AI9533'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9531 ***********************************************************************
 AI9531  DESIGNATION -  3J80
 AI9531  PID         -  AI9531
 AI9531  STATE/COUNTY-  WI/WINNEBAGO
 AI9531  COUNTRY     -  US
 AI9531  USGS QUAD   -  PICKETT (2018)
 AI9531
 AI9531                         *CURRENT SURVEY CONTROL
 AI9531  ______________________________________________________________________
 AI9531* NAD 83(1986) POSITION- 43 55 01.1    (N) 088 43 22.0    (W)   HD_HELD2
 AI9531* NAVD 88 ORTHO HEIGHT -   261.967 (meters)      859.47  (feet) ADJUSTED
 AI9531  ______________________________________________________________________
 AI9531  GEOID HEIGHT    -        -36.181 (meters)                     GEOID18
 AI9531  DYNAMIC HEIGHT  -        261.912 (meters)      859.29  (feet) COMP
 AI9531  MODELED GRAVITY -    980,403.3   (mgal)                       NAVD 88
 AI9531
 AI9531  VERT ORDER      -  SECOND    CLASS I
 AI9531
 AI9531.The horizontal coordinates were established by autonomous hand held GPS
 AI9531.observations and have an estimated accuracy of +/- 10 meters.
 AI9531
 AI9531.The orthometric height was determined by differential leveling and
 AI9531.adjusted by the WI DEPT OF TRANSP
 AI9531.in May 2012.
 AI9531
 AI9531.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9531.GEOID18 height accuracy estimate available here.
 AI9531
 AI9531.Click photographs - Photos may exist for this station.
 AI9531
 AI9531.The dynamic height is computed by dividing the NAVD 88
 AI9531.geopotential number by the normal gravity value computed on the
 AI9531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9531.degrees latitude (g = 980.6199 gals.).
 AI9531
 AI9531.The modeled gravity was interpolated from observed gravity values.
 AI9531
 AI9531;                    North         East    Units  Estimated Accuracy
 AI9531;SPC WI S     -   213,748.      702,577.      MT  (+/- 10 meters HH2 GPS)
 AI9531
 AI9531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6168464093(NAD 83)
 AI9531
 AI9531                          SUPERSEDED SURVEY CONTROL
 AI9531
 AI9531  NAVD 88 (04/20/07)  261.940  (m)          859.38   (f) SUPERSEDED  2 1
 AI9531  NAVD 88 (02/05/01)  261.915  (m)          859.30   (f) SUPERSEDED  2 1
 AI9531
 AI9531.Superseded values are not recommended for survey control.
 AI9531
 AI9531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9531.See file dsdata.pdf to determine how the superseded data were derived.
 AI9531
 AI9531_MARKER: DD = SURVEY DISK
 AI9531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9531_STAMPING: 3J80 2000
 AI9531_MARK LOGO: WIDT
 AI9531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9531+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 AI9531
 AI9531  HISTORY     - Date     Condition        Report By
 AI9531  HISTORY     - 1999     MONUMENTED       WIDT
 AI9531  HISTORY     - 20031217 GOOD             USPSQD
 AI9531  HISTORY     - 20050613 GOOD             WIDT
 AI9531  HISTORY     - 20060922 GOOD             USPSQD
 AI9531
 AI9531                          STATION DESCRIPTION
 AI9531
 AI9531'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9531'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) SOUTHWEST OF OSHKOSH
 AI9531'AND 12.87 KM (8.00 MI) NORTHEAST OF RIPON.  OWNERSHIP--WISCONSIN
 AI9531'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9531'OF STATE HIGHWAY 44 WITH COUNTY HIGHWAY M IN THE COMMUNITY OF PICKETT,
 AI9531'GO NORTHEAST ON STATE HIGHWAY 44 FOR 0.32 KM (0.20 MI) TO COUNTY
 AI9531'HIGHWAY N, CONTINUE NORTHEAST ON STATE HIGHWAY 44 FOR 0.56 KM (0.35
 AI9531'MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 AI9531'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI9531'STAMPED --3J80 2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI9531'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) BELOW THE
 AI9531'HIGHWAY PAVEMENT.  THE STATION IS 14.6 M (47.9 FT) WEST-NORTHWEST OF
 AI9531'THE CENTERLINE OF STATE HIGHWAY 44, 37.4 M (122.7 FT) WEST OF POWER
 AI9531'POLE --17-15 28W-35--, 14.8 M (48.6 FT) NORTH OF THE TOP CENTER OF THE
 AI9531'WEST END OF A 0.8 M (2.6 FT) DIAMETER CORRUGATED METAL CULVERT PIPE,
 AI9531'4.4 M (14.4 FT) EAST-SOUTHEAST OF A FENCE LINE, AND 1.0 M (3.3 FT)
 AI9531'EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE--THIS STATION
 AI9531'HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9531'HORIZON.
 AI9531
 AI9531                          STATION RECOVERY (2003)
 AI9531
 AI9531'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9531'RECOVERED IN GOOD CONDITION.
 AI9531
 AI9531                          STATION RECOVERY (2005)
 AI9531
 AI9531'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9531'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN LINE WITH THE
 AI9531'EXTENDED CENTERLINE TO --GENE GPIESE AND SONS-- BUSINESS AT --6309--,
 AI9531'AND IS 1.0 M SOUTHEAST, 1.0 M NORTH, AND 1.0 M SOUTHWEST OF THREE
 AI9531'WHITE PLASTIC WITNESS POSTS.
 AI9531
 AI9531                          STATION RECOVERY (2006)
 AI9531
 AI9531'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9530 ***********************************************************************
 AI9530  DESIGNATION -  3J81
 AI9530  PID         -  AI9530
 AI9530  STATE/COUNTY-  WI/WINNEBAGO
 AI9530  COUNTRY     -  US
 AI9530  USGS QUAD   -  PICKETT (2018)
 AI9530
 AI9530                         *CURRENT SURVEY CONTROL
 AI9530  ______________________________________________________________________
 AI9530* NAD 83(1986) POSITION- 43 55 48.2    (N) 088 42 39.1    (W)   HD_HELD2
 AI9530* NAVD 88 ORTHO HEIGHT -   264.387 (meters)      867.41  (feet) ADJUSTED
 AI9530  ______________________________________________________________________
 AI9530  GEOID HEIGHT    -        -36.207 (meters)                     GEOID18
 AI9530  DYNAMIC HEIGHT  -        264.332 (meters)      867.23  (feet) COMP
 AI9530  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 AI9530
 AI9530  VERT ORDER      -  SECOND    CLASS I
 AI9530
 AI9530.The horizontal coordinates were established by autonomous hand held GPS
 AI9530.observations and have an estimated accuracy of +/- 10 meters.
 AI9530
 AI9530.The orthometric height was determined by differential leveling and
 AI9530.adjusted by the WI DEPT OF TRANSP
 AI9530.in May 2012.
 AI9530
 AI9530.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9530.GEOID18 height accuracy estimate available here.
 AI9530
 AI9530.Click photographs - Photos may exist for this station.
 AI9530
 AI9530.The dynamic height is computed by dividing the NAVD 88
 AI9530.geopotential number by the normal gravity value computed on the
 AI9530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9530.degrees latitude (g = 980.6199 gals.).
 AI9530
 AI9530.The modeled gravity was interpolated from observed gravity values.
 AI9530
 AI9530;                    North         East    Units  Estimated Accuracy
 AI9530;SPC WI S     -   215,216.      703,512.      MT  (+/- 10 meters HH2 GPS)
 AI9530
 AI9530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6267165527(NAD 83)
 AI9530
 AI9530                          SUPERSEDED SURVEY CONTROL
 AI9530
 AI9530  NAVD 88 (04/20/07)  264.359  (m)          867.32   (f) SUPERSEDED  2 1
 AI9530  NAVD 88 (02/05/01)  264.333  (m)          867.23   (f) SUPERSEDED  2 1
 AI9530
 AI9530.Superseded values are not recommended for survey control.
 AI9530
 AI9530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9530.See file dsdata.pdf to determine how the superseded data were derived.
 AI9530
 AI9530_MARKER: DD = SURVEY DISK
 AI9530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9530_STAMPING: 3J81 2000
 AI9530_MARK LOGO: WIDT
 AI9530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9530+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 AI9530
 AI9530  HISTORY     - Date     Condition        Report By
 AI9530  HISTORY     - 1999     MONUMENTED       WIDT
 AI9530  HISTORY     - 20031217 GOOD             USPSQD
 AI9530  HISTORY     - 20050613 GOOD             WIDT
 AI9530  HISTORY     - 20060922 GOOD             USPSQD
 AI9530
 AI9530                          STATION DESCRIPTION
 AI9530
 AI9530'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9530'THE STATION IS LOCATED ABOUT 17.70 KM (11.00 MI) SOUTHWEST OF OSHKOSH
 AI9530'AND 14.48 KM (9.00 MI) NORTHEAST OF RIPON.  OWNERSHIP--TOWN OF UTICA.
 AI9530'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44 WITH COUNTY
 AI9530'HIGHWAY M IN THE COMMUNITY OF PICKETT, GO NORTHEAST ON STATE HIGHWAY
 AI9530'44 FOR 1.93 KM (1.20 MI) TO ELO ROAD ON THE LEFT, TURN LEFT AND GO
 AI9530'NORTHEAST ON ELO ROAD FOR 0.72 KM (0.45 MI) TO THE STATION ON THE
 AI9530'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI9530'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J81 2000-- SET IN THE
 AI9530'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI9530'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.2 M (23.6
 AI9530'FT) EAST-SOUTHEAST OF THE CENTERLINE OF ELO ROAD, 0.16 KM (0.10 MI)
 AI9530'SOUTH-SOUTHEAST OF BONNIE VIEW ROAD, 35.9 M (117.8 FT) SOUTH OF POWER
 AI9530'POLE --1715-21R2--, 35.0 M (114.8 FT) EAST OF POWER POLE
 AI9530'--1715-21R3--, 7 M (23.0 FT) NORTHWEST OF A CULTIVATED FIELD, AND 1.0
 AI9530'M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS
 AI9530'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9530'ABOVE THE HORIZON.
 AI9530
 AI9530                          STATION RECOVERY (2003)
 AI9530
 AI9530'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9530'RECOVERED IN GOOD CONDITION.
 AI9530
 AI9530                          STATION RECOVERY (2005)
 AI9530
 AI9530'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9530'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS RECESSED 8 CM
 AI9530'BELOW GROUND LEVEL AND IS 1.0 M NORTHWEST, 1.0 M SOUTH, AND 1.0 M
 AI9530'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9530
 AI9530                          STATION RECOVERY (2006)
 AI9530
 AI9530'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9530'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9528 ***********************************************************************
 AI9528  DESIGNATION -  3J82
 AI9528  PID         -  AI9528
 AI9528  STATE/COUNTY-  WI/WINNEBAGO
 AI9528  COUNTRY     -  US
 AI9528  USGS QUAD   -  PICKETT (2018)
 AI9528
 AI9528                         *CURRENT SURVEY CONTROL
 AI9528  ______________________________________________________________________
 AI9528* NAD 83(1986) POSITION- 43 57 25.7    (N) 088 39 22.7    (W)   HD_HELD2
 AI9528* NAVD 88 ORTHO HEIGHT -   269.652 (meters)      884.68  (feet) ADJUSTED
 AI9528  ______________________________________________________________________
 AI9528  GEOID HEIGHT    -        -36.248 (meters)                     GEOID18
 AI9528  DYNAMIC HEIGHT  -        269.597 (meters)      884.50  (feet) COMP
 AI9528  MODELED GRAVITY -    980,407.6   (mgal)                       NAVD 88
 AI9528
 AI9528  VERT ORDER      -  SECOND    CLASS I
 AI9528
 AI9528.The horizontal coordinates were established by autonomous hand held GPS
 AI9528.observations and have an estimated accuracy of +/- 10 meters.
 AI9528
 AI9528.The orthometric height was determined by differential leveling and
 AI9528.adjusted by the WI DEPT OF TRANSP
 AI9528.in May 2012.
 AI9528
 AI9528.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9528.GEOID18 height accuracy estimate available here.
 AI9528
 AI9528.Click photographs - Photos may exist for this station.
 AI9528
 AI9528.The dynamic height is computed by dividing the NAVD 88
 AI9528.geopotential number by the normal gravity value computed on the
 AI9528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9528.degrees latitude (g = 980.6199 gals.).
 AI9528
 AI9528.The modeled gravity was interpolated from observed gravity values.
 AI9528
 AI9528;                    North         East    Units  Estimated Accuracy
 AI9528;SPC WI S     -   218,294.      707,843.      MT  (+/- 10 meters HH2 GPS)
 AI9528
 AI9528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6711068445(NAD 83)
 AI9528
 AI9528                          SUPERSEDED SURVEY CONTROL
 AI9528
 AI9528  NAVD 88 (04/20/07)  269.624  (m)          884.59   (f) SUPERSEDED  2 1
 AI9528  NAVD 88 (02/05/01)  269.605  (m)          884.53   (f) SUPERSEDED  2 1
 AI9528
 AI9528.Superseded values are not recommended for survey control.
 AI9528
 AI9528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9528.See file dsdata.pdf to determine how the superseded data were derived.
 AI9528
 AI9528_MARKER: DD = SURVEY DISK
 AI9528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9528_STAMPING: 3J82 2000
 AI9528_MARK LOGO: WIDT
 AI9528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9528+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 AI9528
 AI9528  HISTORY     - Date     Condition        Report By
 AI9528  HISTORY     - 1999     MONUMENTED       WIDT
 AI9528  HISTORY     - 20031217 GOOD             USPSQD
 AI9528  HISTORY     - 20050523 GOOD             WIDT
 AI9528  HISTORY     - 20060922 GOOD             USPSQD
 AI9528
 AI9528                          STATION DESCRIPTION
 AI9528
 AI9528'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9528'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) NORTHEAST OF RIPON
 AI9528'AND 11.26 KM (7.00 MI) SOUTHWEST OF OSHKOSH.  OWNERSHIP--WISCONSIN
 AI9528'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9528'OF US HIGHWAY 41 WITH STATE HIGHWAY 44, ABOUT 3.22 KM (2.00 MI)
 AI9528'SOUTHWEST OF THE CITY OF OSHKOSH, GO SOUTHWEST ON STATE HIGHWAY 44 FOR
 AI9528'5.95 KM (3.70 MI) TO JAMES ROAD ON THE RIGHT, CONTINUE SOUTHWEST ON
 AI9528'STATE HIGHWAY 44 FOR 1.13 KM (0.70 MI) TO THE STATION ON THE RIGHT.
 AI9528'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI9528'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J82 2000-- SET IN THE
 AI9528'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI9528'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.0 M
 AI9528'(45.9 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 44, 86 M (282.2 FT)
 AI9528'EAST-NORTHEAST OF THE TOP CENTER OF THE NORTH END OF A 1.0 M (3.3 FT)
 AI9528'DIAMETER CORRUGATED METAL CULVERT PIPE, 53 M (173.9 FT) WEST-NORTHWEST
 AI9528'OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE --5119--, 1.0 M (3.3 FT)
 AI9528'EAST OF A WHITE PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A
 AI9528'SECOND WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 AI9528'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9528'HORIZON.
 AI9528
 AI9528                          STATION RECOVERY (2003)
 AI9528
 AI9528'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9528'RECOVERED IN GOOD CONDITION.
 AI9528
 AI9528                          STATION RECOVERY (2005)
 AI9528
 AI9528'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9528'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 29.0 M EAST OF THE
 AI9528'CENTERLINE OF A FIELD ENTRANCE.
 AI9528
 AI9528                          STATION RECOVERY (2006)
 AI9528
 AI9528'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9528'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9527 ***********************************************************************
 AI9527  DESIGNATION -  3J83
 AI9527  PID         -  AI9527
 AI9527  STATE/COUNTY-  WI/WINNEBAGO
 AI9527  COUNTRY     -  US
 AI9527  USGS QUAD   -  PICKETT (2018)
 AI9527
 AI9527                         *CURRENT SURVEY CONTROL
 AI9527  ______________________________________________________________________
 AI9527* NAD 83(1986) POSITION- 43 57 51.7    (N) 088 38 20.1    (W)   HD_HELD2
 AI9527* NAVD 88 ORTHO HEIGHT -   261.570 (meters)      858.17  (feet) ADJUSTED
 AI9527  ______________________________________________________________________
 AI9527  GEOID HEIGHT    -        -36.257 (meters)                     GEOID18
 AI9527  DYNAMIC HEIGHT  -        261.516 (meters)      857.99  (feet) COMP
 AI9527  MODELED GRAVITY -    980,408.1   (mgal)                       NAVD 88
 AI9527
 AI9527  VERT ORDER      -  SECOND    CLASS I
 AI9527
 AI9527.The horizontal coordinates were established by autonomous hand held GPS
 AI9527.observations and have an estimated accuracy of +/- 10 meters.
 AI9527
 AI9527.The orthometric height was determined by differential leveling and
 AI9527.adjusted by the WI DEPT OF TRANSP
 AI9527.in May 2012.
 AI9527
 AI9527.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9527.GEOID18 height accuracy estimate available here.
 AI9527
 AI9527.Click photographs - Photos may exist for this station.
 AI9527
 AI9527.The dynamic height is computed by dividing the NAVD 88
 AI9527.geopotential number by the normal gravity value computed on the
 AI9527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9527.degrees latitude (g = 980.6199 gals.).
 AI9527
 AI9527.The modeled gravity was interpolated from observed gravity values.
 AI9527
 AI9527;                    North         East    Units  Estimated Accuracy
 AI9527;SPC WI S     -   219,119.      709,226.      MT  (+/- 10 meters HH2 GPS)
 AI9527
 AI9527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6852269220(NAD 83)
 AI9527
 AI9527                          SUPERSEDED SURVEY CONTROL
 AI9527
 AI9527  NAVD 88 (04/20/07)  261.542  (m)          858.08   (f) SUPERSEDED  2 1
 AI9527  NAVD 88 (02/05/01)  261.526  (m)          858.02   (f) SUPERSEDED  2 1
 AI9527
 AI9527.Superseded values are not recommended for survey control.
 AI9527
 AI9527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9527.See file dsdata.pdf to determine how the superseded data were derived.
 AI9527
 AI9527_MARKER: DD = SURVEY DISK
 AI9527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9527_STAMPING: 3J83 2000
 AI9527_MARK LOGO: WIDT
 AI9527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9527+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2010
 AI9527
 AI9527  HISTORY     - Date     Condition        Report By
 AI9527  HISTORY     - 1999     MONUMENTED       WIDT
 AI9527  HISTORY     - 20031217 GOOD             USPSQD
 AI9527  HISTORY     - 20050613 GOOD             WIDT
 AI9527  HISTORY     - 20060922 GOOD             USPSQD
 AI9527  HISTORY     - 20100703 GOOD             GEOCAC
 AI9527
 AI9527                          STATION DESCRIPTION
 AI9527
 AI9527'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9527'THE STATION IS LOCATED ABOUT 20.92 KM (13.00 MI) NORTHEAST OF RIPON
 AI9527'AND 9.66 KM (6.00 MI) SOUTHWEST OF OSHKOSH.  OWNERSHIP--WISCONSIN
 AI9527'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9527'OF US HIGHWAY 41 WITH STATE HIGHWAY 44, ABOUT 3.22 KM (2.00 MI)
 AI9527'SOUTHWEST OF THE CITY OF OSHKOSH, GO SOUTHWEST ON STATE HIGHWAY 44 FOR
 AI9527'3.86 KM (2.40 MI) TO CLAIRVILLE ROAD, CONTINUE SOUTHWEST ON STATE
 AI9527'HIGHWAY 44 FOR 1.61 KM (1.00 MI) TO THE STATION ON THE RIGHT.  THE
 AI9527'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI9527'SURVEY CONTROL STATION DISK STAMPED --3J83 2000-- SET IN THE TOP OF A
 AI9527'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI9527'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.0 M (49.2 FT)
 AI9527'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 44, 0.48 KM (0.30 MI)
 AI9527'EAST OF JAMES ROAD, 16 M (52.5 FT) SOUTHWEST OF EXTENDED CENTERLINE OF
 AI9527'THE PRIVATE ENTRANCE --4793--, 3.7 M (12.1 FT) SOUTH-SOUTHEAST OF A
 AI9527'WOOD RIGHT-OF-WAY POST, AND 1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A WHITE
 AI9527'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI9527'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9527
 AI9527                          STATION RECOVERY (2003)
 AI9527
 AI9527'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9527'RECOVERED IN GOOD CONDITION.
 AI9527
 AI9527                          STATION RECOVERY (2005)
 AI9527
 AI9527'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9527'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE NORTHEAST
 AI9527'OF THE NORTHERN END OF RIPON PLACE ON STATE HIGHWAY 44, AND 1.0 M
 AI9527'SOUTHEAST, 1.0 M NORTH, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC
 AI9527'WITNESS POSTS.
 AI9527
 AI9527                          STATION RECOVERY (2006)
 AI9527
 AI9527'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9527'RECOVERED IN GOOD CONDITION.
 AI9527
 AI9527                          STATION RECOVERY (2010)
 AI9527
 AI9527'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI9527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9526 ***********************************************************************
 AI9526  DESIGNATION -  3J84
 AI9526  PID         -  AI9526
 AI9526  STATE/COUNTY-  WI/WINNEBAGO
 AI9526  COUNTRY     -  US
 AI9526  USGS QUAD   -  VAN DYNE (2018)
 AI9526
 AI9526                         *CURRENT SURVEY CONTROL
 AI9526  ______________________________________________________________________
 AI9526* NAD 83(1986) POSITION- 43 58 22.6    (N) 088 37 23.4    (W)   HD_HELD2
 AI9526* NAVD 88 ORTHO HEIGHT -   260.383 (meters)      854.27  (feet) ADJUSTED
 AI9526  ______________________________________________________________________
 AI9526  GEOID HEIGHT    -        -36.268 (meters)                     GEOID18
 AI9526  DYNAMIC HEIGHT  -        260.330 (meters)      854.10  (feet) COMP
 AI9526  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 AI9526
 AI9526  VERT ORDER      -  SECOND    CLASS I
 AI9526
 AI9526.The horizontal coordinates were established by autonomous hand held GPS
 AI9526.observations and have an estimated accuracy of +/- 10 meters.
 AI9526
 AI9526.The orthometric height was determined by differential leveling and
 AI9526.adjusted by the WI DEPT OF TRANSP
 AI9526.in May 2012.
 AI9526
 AI9526.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9526.GEOID18 height accuracy estimate available here.
 AI9526
 AI9526.Click photographs - Photos may exist for this station.
 AI9526
 AI9526.The dynamic height is computed by dividing the NAVD 88
 AI9526.geopotential number by the normal gravity value computed on the
 AI9526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9526.degrees latitude (g = 980.6199 gals.).
 AI9526
 AI9526.The modeled gravity was interpolated from observed gravity values.
 AI9526
 AI9526;                    North         East    Units  Estimated Accuracy
 AI9526;SPC WI S     -   220,093.      710,474.      MT  (+/- 10 meters HH2 GPS)
 AI9526
 AI9526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6980470148(NAD 83)
 AI9526
 AI9526                          SUPERSEDED SURVEY CONTROL
 AI9526
 AI9526  NAVD 88 (04/20/07)  260.355  (m)          854.18   (f) SUPERSEDED  2 1
 AI9526  NAVD 88 (02/05/01)  260.343  (m)          854.14   (f) SUPERSEDED  2 1
 AI9526
 AI9526.Superseded values are not recommended for survey control.
 AI9526
 AI9526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9526.See file dsdata.pdf to determine how the superseded data were derived.
 AI9526
 AI9526_MARKER: DD = SURVEY DISK
 AI9526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9526_STAMPING: 3J84 2000
 AI9526_MARK LOGO: WIDT
 AI9526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9526+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2010
 AI9526
 AI9526  HISTORY     - Date     Condition        Report By
 AI9526  HISTORY     - 1999     MONUMENTED       WIDT
 AI9526  HISTORY     - 20031217 GOOD             USPSQD
 AI9526  HISTORY     - 20050613 GOOD             WIDT
 AI9526  HISTORY     - 20060922 GOOD             USPSQD
 AI9526  HISTORY     - 20100627 GOOD             GEOCAC
 AI9526
 AI9526                          STATION DESCRIPTION
 AI9526
 AI9526'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9526'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) NORTH-NORTHWEST OF
 AI9526'FOND DU LAC AND 8.05 KM (5.00 MI) SOUTHWEST OF OSHKOSH.
 AI9526'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9526'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 44 ABOUT
 AI9526'3.22 KM (2.00 MI) SOUTHWEST OF THE CITY OF OSHKOSH, GO SOUTHWEST ON
 AI9526'STATE HIGHWAY 44 FOR 3.86 KM (2.40 MI) TO CLAIRVILLE ROAD AND THE
 AI9526'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9526'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J84
 AI9526'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9526'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI9526'STATION IS 20.4 M (66.9 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 AI9526'44, 32.7 M (107.3 FT) EAST OF THE CENTERLINE OF CLAIRVILLE ROAD.  41.7
 AI9526'M (136.8 FT) SOUTHEAST OF UTILITY POLE --17-16-3L17--, 9.4 M (30.8 FT)
 AI9526'WEST-NORTHWEST OF A WOOD RIGHT-OF-WAY POST, AND 1.0 M (3.3 FT) SOUTH
 AI9526'OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 AI9526'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9526
 AI9526                          STATION RECOVERY (2003)
 AI9526
 AI9526'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9526'RECOVERED IN GOOD CONDITION.
 AI9526
 AI9526                          STATION RECOVERY (2005)
 AI9526
 AI9526'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9526'RECOVERED IN GOOD CONDITION.  NOTE-- THE DESCRIBED UTILITY POLE IS
 AI9526'NUMBERED --1716 5L17-- (NOT  1716 3L17--).  ADD-- THE STATION IS 1.0 M
 AI9526'SOUTH, 1.0 M NORTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC
 AI9526'WITNESS POSTS.
 AI9526
 AI9526                          STATION RECOVERY (2006)
 AI9526
 AI9526'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9526'RECOVERED IN GOOD CONDITION.
 AI9526
 AI9526                          STATION RECOVERY (2010)
 AI9526
 AI9526'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI9526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9525 ***********************************************************************
 AI9525  DESIGNATION -  3J85
 AI9525  PID         -  AI9525
 AI9525  STATE/COUNTY-  WI/WINNEBAGO
 AI9525  COUNTRY     -  US
 AI9525  USGS QUAD   -  VAN DYNE (2018)
 AI9525
 AI9525                         *CURRENT SURVEY CONTROL
 AI9525  ______________________________________________________________________
 AI9525* NAD 83(1986) POSITION- 43 58 41.8    (N) 088 36 21.1    (W)   HD_HELD2
 AI9525* NAVD 88 ORTHO HEIGHT -   259.196 (meters)      850.38  (feet) ADJUSTED
 AI9525  ______________________________________________________________________
 AI9525  GEOID HEIGHT    -        -36.269 (meters)                     GEOID18
 AI9525  DYNAMIC HEIGHT  -        259.143 (meters)      850.21  (feet) COMP
 AI9525  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 AI9525
 AI9525  VERT ORDER      -  SECOND    CLASS I
 AI9525
 AI9525.The horizontal coordinates were established by autonomous hand held GPS
 AI9525.observations and have an estimated accuracy of +/- 10 meters.
 AI9525
 AI9525.The orthometric height was determined by differential leveling and
 AI9525.adjusted by the WI DEPT OF TRANSP
 AI9525.in May 2012.
 AI9525
 AI9525.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9525.GEOID18 height accuracy estimate available here.
 AI9525
 AI9525.Click photographs - Photos may exist for this station.
 AI9525
 AI9525.The dynamic height is computed by dividing the NAVD 88
 AI9525.geopotential number by the normal gravity value computed on the
 AI9525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9525.degrees latitude (g = 980.6199 gals.).
 AI9525
 AI9525.The modeled gravity was interpolated from observed gravity values.
 AI9525
 AI9525;                    North         East    Units  Estimated Accuracy
 AI9525;SPC WI S     -   220,709.      711,852.      MT  (+/- 10 meters HH2 GPS)
 AI9525
 AI9525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7120370713(NAD 83)
 AI9525
 AI9525                          SUPERSEDED SURVEY CONTROL
 AI9525
 AI9525  NAVD 88 (04/20/07)  259.167  (m)          850.28   (f) SUPERSEDED  2 1
 AI9525  NAVD 88 (02/05/01)  259.159  (m)          850.26   (f) SUPERSEDED  2 1
 AI9525
 AI9525.Superseded values are not recommended for survey control.
 AI9525
 AI9525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9525.See file dsdata.pdf to determine how the superseded data were derived.
 AI9525
 AI9525_MARKER: DD = SURVEY DISK
 AI9525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9525_STAMPING: 3J85 2000
 AI9525_MARK LOGO: WIDT
 AI9525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9525+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2010
 AI9525
 AI9525  HISTORY     - Date     Condition        Report By
 AI9525  HISTORY     - 1999     MONUMENTED       WIDT
 AI9525  HISTORY     - 20031217 GOOD             USPSQD
 AI9525  HISTORY     - 20050613 GOOD             WIDT
 AI9525  HISTORY     - 20060922 GOOD             USPSQD
 AI9525  HISTORY     - 20100627 GOOD             GEOCAC
 AI9525
 AI9525                          STATION DESCRIPTION
 AI9525
 AI9525'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9525'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) NORTH-NORTHWEST OF
 AI9525'FOND DU LAC AND 6.44 KM (4.00 MI) SOUTHWEST OF OSHKOSH.
 AI9525'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9525'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 44,
 AI9525'ABOUT 3.22 KM (2.00 MI) SOUTHWEST OF THE CITY OF OSHKOSH, GO SOUTHWEST
 AI9525'ON STATE HIGHWAY 44 FOR 2.09 KM (1.30 MI) TO CLAY ROAD ON THE LEFT,
 AI9525'CONTINUE SOUTHWEST ON STATE HIGHWAY 44 FOR 0.24 KM (0.15 MI) TO THE
 AI9525'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9525'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J85
 AI9525'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9525'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI9525'STATION IS 17.6 M (57.7 FT) NORTH-NORTHWEST OF THE CENTERLINE OF STATE
 AI9525'HIGHWAY 44, 80 M (262.5 FT) NORTHEAST OF THE TOP CENTER OF THE NORTH
 AI9525'END OF A 0.6 M (2.0 FT) DIAMETER CORRUGATED METAL CULVERT PIPE, 1.0 M
 AI9525'(3.3 FT) SOUTHEAST OF A WOOD RIGHT-OF-WAY POST, AND 0.6 M (2.0 FT)
 AI9525'SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI9525'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9525'ABOVE THE HORIZON.
 AI9525
 AI9525                          STATION RECOVERY (2003)
 AI9525
 AI9525'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9525'RECOVERED IN GOOD CONDITION.
 AI9525
 AI9525                          STATION RECOVERY (2005)
 AI9525
 AI9525'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9525'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS RECESSED 20 CM
 AI9525'BELOW GROUND LEVEL, ABOUT 1.5 M LOWER THAN HIGHWAY PAVEMENT LEVEL, AND
 AI9525'IS 0.6 M SOUTHEAST, 1.0 M NORTHEAST, AND 1.0 M SOUTHWEST OF THREE
 AI9525'WHITE PLASTIC WITNESS POSTS.
 AI9525
 AI9525                          STATION RECOVERY (2006)
 AI9525
 AI9525'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9525'RECOVERED IN GOOD CONDITION.
 AI9525
 AI9525                          STATION RECOVERY (2010)
 AI9525
 AI9525'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI9525'STATION ELEVATION IS SLIGHTLY LOWER THAN SURROUNDING GROUND ALLOWING
 AI9525'WATER TO POOL ON TOP OF MARK APPROXIMATELY 3CM DEEP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9524 ***********************************************************************
 AI9524  DESIGNATION -  3J86
 AI9524  PID         -  AI9524
 AI9524  STATE/COUNTY-  WI/WINNEBAGO
 AI9524  COUNTRY     -  US
 AI9524  USGS QUAD   -  VAN DYNE (2018)
 AI9524
 AI9524                         *CURRENT SURVEY CONTROL
 AI9524  ______________________________________________________________________
 AI9524* NAD 83(1986) POSITION- 43 59 26.01   (N) 088 34 53.82   (W)   HD_HELD1
 AI9524* NAVD 88 ORTHO HEIGHT -   256.595 (meters)      841.85  (feet) ADJUSTED
 AI9524  ______________________________________________________________________
 AI9524  GEOID HEIGHT    -        -36.276 (meters)                     GEOID18
 AI9524  DYNAMIC HEIGHT  -        256.543 (meters)      841.67  (feet) COMP
 AI9524  MODELED GRAVITY -    980,407.8   (mgal)                       NAVD 88
 AI9524
 AI9524  VERT ORDER      -  SECOND    CLASS I
 AI9524
 AI9524.The horizontal coordinates were determined by differentially corrected
 AI9524.hand held GPS observations or other comparable positioning techniques
 AI9524.and have an estimated accuracy of +/- 3 meters.
 AI9524
 AI9524.The orthometric height was determined by differential leveling and
 AI9524.adjusted by the WI DEPT OF TRANSP
 AI9524.in May 2012.
 AI9524
 AI9524.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9524.GEOID18 height accuracy estimate available here.
 AI9524
 AI9524.Click photographs - Photos may exist for this station.
 AI9524
 AI9524.The dynamic height is computed by dividing the NAVD 88
 AI9524.geopotential number by the normal gravity value computed on the
 AI9524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9524.degrees latitude (g = 980.6199 gals.).
 AI9524
 AI9524.The modeled gravity was interpolated from observed gravity values.
 AI9524
 AI9524;                    North         East    Units  Estimated Accuracy
 AI9524;SPC WI S     -   222,105.7     713,774.0     MT  (+/- 3 meters HH1 GPS) 
 AI9524
 AI9524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7317472040(NAD 83)
 AI9524
 AI9524                          SUPERSEDED SURVEY CONTROL
 AI9524
 AI9524  NAVD 88 (04/20/07)  256.567  (m)          841.75   (f) SUPERSEDED  2 1
 AI9524  NAVD 88 (02/05/01)  256.564  (m)          841.74   (f) SUPERSEDED  2 1
 AI9524
 AI9524.Superseded values are not recommended for survey control.
 AI9524
 AI9524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9524.See file dsdata.pdf to determine how the superseded data were derived.
 AI9524
 AI9524_MARKER: DD = SURVEY DISK
 AI9524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9524_STAMPING: 3J86 2000
 AI9524_MARK LOGO: WIDT
 AI9524_PROJECTION: FLUSH
 AI9524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9524+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 AI9524
 AI9524  HISTORY     - Date     Condition        Report By
 AI9524  HISTORY     - 1999     MONUMENTED       WIDT
 AI9524  HISTORY     - 20031217 GOOD             USPSQD
 AI9524  HISTORY     - 20050613 GOOD             WIDT
 AI9524  HISTORY     - 20060922 GOOD             USPSQD
 AI9524
 AI9524                          STATION DESCRIPTION
 AI9524
 AI9524'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9524'THE STATION IS LOCATED ABOUT 27.36 KM (17.00 MI) NORTH-NORTHWEST OF
 AI9524'FOND DU LAC AND 3.22 KM (2.00 MI) SOUTHWEST OF OSHKOSH.
 AI9524'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9524'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 44
 AI9524'(SOUTH PARK AVENUE) IN THE CITY OF OSHKOSH, GO EAST ON STATE HIGHWAY
 AI9524'44 (SOUTH PARK AVENUE) FOR 0.16 KM (0.10 MI) TO THE STATION ON THE
 AI9524'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI9524'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3J86 2000-- SET IN THE
 AI9524'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI9524'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 2.6 M (8.5
 AI9524'FT) SOUTH OF THE FACE OF CURB OF THE EAST BOUND LANES OF STATE HIGHWAY
 AI9524'44 (SOUTH PARK AVENUE) , 59 M (193.6 FT) EAST OF THE EAST END OF THE
 AI9524'SOUTH BRIDGE PARAPET OF STATE HIGHWAY 44 BRIDGE OVER US HIGHWAY 41,
 AI9524'38.1 M (125.0 FT) WEST OF THE FACE OF CURB OF NORTH BOUND US HIGHWAY
 AI9524'41 OFF RAMP TO STATE HIGHWAY 44, 17.4 M (57.1 FT) WEST OF FACE OF
 AI9524'LIGHT POLE, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 AI9524'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI9524'THAN 15 DEGREES ABOVE THE HORIZON.
 AI9524
 AI9524                          STATION RECOVERY (2003)
 AI9524
 AI9524'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9524'RECOVERED IN GOOD CONDITION.
 AI9524
 AI9524                          STATION RECOVERY (2005)
 AI9524
 AI9524'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9524'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 AI9524'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9524
 AI9524                          STATION RECOVERY (2006)
 AI9524
 AI9524'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9523 ***********************************************************************
 AI9523  DESIGNATION -  3J87
 AI9523  PID         -  AI9523
 AI9523  STATE/COUNTY-  WI/WINNEBAGO
 AI9523  COUNTRY     -  US
 AI9523  USGS QUAD   -  VAN DYNE (2018)
 AI9523
 AI9523                         *CURRENT SURVEY CONTROL
 AI9523  ______________________________________________________________________
 AI9523* NAD 83(1986) POSITION- 43 59 44.18   (N) 088 34 02.26   (W)   HD_HELD1
 AI9523* NAVD 88 ORTHO HEIGHT -   238.904 (meters)      783.80  (feet) ADJUSTED
 AI9523  ______________________________________________________________________
 AI9523  GEOID HEIGHT    -        -36.276 (meters)                     GEOID18
 AI9523  DYNAMIC HEIGHT  -        238.855 (meters)      783.64  (feet) COMP
 AI9523  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 AI9523
 AI9523  VERT ORDER      -  SECOND    CLASS I
 AI9523
 AI9523.The horizontal coordinates were determined by differentially corrected
 AI9523.hand held GPS observations or other comparable positioning techniques
 AI9523.and have an estimated accuracy of +/- 3 meters.
 AI9523
 AI9523.The orthometric height was determined by differential leveling and
 AI9523.adjusted by the WI DEPT OF TRANSP
 AI9523.in May 2012.
 AI9523
 AI9523.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9523.GEOID18 height accuracy estimate available here.
 AI9523
 AI9523.Click photographs - Photos may exist for this station.
 AI9523
 AI9523.The dynamic height is computed by dividing the NAVD 88
 AI9523.geopotential number by the normal gravity value computed on the
 AI9523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9523.degrees latitude (g = 980.6199 gals.).
 AI9523
 AI9523.The modeled gravity was interpolated from observed gravity values.
 AI9523
 AI9523;                    North         East    Units  Estimated Accuracy
 AI9523;SPC WI S     -   222,686.0     714,913.1     MT  (+/- 3 meters HH1 GPS) 
 AI9523
 AI9523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7433372578(NAD 83)
 AI9523
 AI9523                          SUPERSEDED SURVEY CONTROL
 AI9523
 AI9523  NAVD 88 (04/20/07)  238.876  (m)          783.71   (f) SUPERSEDED  2 1
 AI9523  NAVD 88 (02/05/01)  238.876  (m)          783.71   (f) SUPERSEDED  2 1
 AI9523
 AI9523.Superseded values are not recommended for survey control.
 AI9523
 AI9523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9523.See file dsdata.pdf to determine how the superseded data were derived.
 AI9523
 AI9523_MARKER: DD = SURVEY DISK
 AI9523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9523_STAMPING: 3J87 2000
 AI9523_MARK LOGO: WIDT
 AI9523_PROJECTION: FLUSH
 AI9523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9523+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2006
 AI9523
 AI9523  HISTORY     - Date     Condition        Report By
 AI9523  HISTORY     - 1999     MONUMENTED       WIDT
 AI9523  HISTORY     - 2001     GOOD             WIDT
 AI9523  HISTORY     - 20030617 GOOD             WIDT
 AI9523  HISTORY     - 20050523 GOOD             WIDT
 AI9523  HISTORY     - 20061009 GOOD             USPSQD
 AI9523
 AI9523                          STATION DESCRIPTION
 AI9523
 AI9523'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9523'THE STATION IS LOCATED ABOUT 27.36 KM (17.00 MI) NORTH-NORTHWEST OF
 AI9523'FOND DU LAC AND 2.41 KM (1.50 MI) SOUTHWEST OF OSHKOSH.
 AI9523'OWNERSHIP--EXPERIMENTAL AIRCRAFT ASSOCIATION AVIATION FOUNDATION.  TO
 AI9523'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 AI9523'HIGHWAY 44, IN THE CITY OF OSHKOSH, GO NORTHEAST ON STATE HIGHWAY 44
 AI9523'FOR 0.97 KM (0.60 MI) TO WEST 20TH AVENUE, TURN RIGHT AND GO EAST ON
 AI9523'WEST 20TH AVENUE FOR 0.64 KM (0.40 MI) TO THE ENTRANCE OF THE
 AI9523'EXPERIMENTAL AIRCRAFT ASSOCIATION AVIATION FOUNDATION ON THE RIGHT,
 AI9523'TURN RIGHT INTO THE PARKING LOT AND GO WEST FOR 0.16 KM (0.10 MI) TO
 AI9523'THE WEST END AND THE STATION AHEAD.  THE STATION IS A BRONZE WISCONSIN
 AI9523'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI9523'STAMPED --3J87 2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI9523'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE SURFACE
 AI9523'OF THE PARKING LOT.  THE STATION IS 40.0 M (131.2 FT) SOUTH OF THE
 AI9523'CENTERLINE OF WEST 20TH AVENUE, 33.2 M (108.9 FT) NORTH OF AN
 AI9523'EAST/WEST RUNNING CHAIN LINK FENCE, 27.1 M (88.9 FT) EAST-NORTHEAST OF
 AI9523'THE NORTHEAST MASONRY CORNER OF THE EXPERIMENTAL AIRCRAFT ASSOCIATION
 AI9523'AVIATION FOUNDATION BUILDING, 10.3 M (33.8 FT) WEST OF THE EDGE OF THE
 AI9523'PAVEMENT OF THE PARKING LOT, 2.4 M (7.9 FT) EAST OF AN NORTH/SOUTH
 AI9523'CHAIN LINK FENCE, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 AI9523'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI9523'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9523
 AI9523                          STATION RECOVERY (2001)
 AI9523
 AI9523'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 AI9523'RECOVERED AS DESCRIBED.
 AI9523
 AI9523                          STATION RECOVERY (2003)
 AI9523
 AI9523'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (GRS)
 AI9523'RECOVERED AS DESCRIBED EXCEPT THE STATION IS 88.9 FT WEST-NORTHWEST
 AI9523'--NOT EAST-NORTHEAST-- OF THE NORTHWEST --NOT NORTHEAST-- CORNER OF
 AI9523'THE EAAAF BUILDING.
 AI9523
 AI9523                          STATION RECOVERY (2005)
 AI9523
 AI9523'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9523'RECOVERED IN GOOD CONDITION.  ADD-- A NEW PRIVATELY OWNED HANGAR
 AI9523'BUILDING WAS CONSTRUCTED AT --1255 WEST 20TH AVENUE-- IN 2005 WEST OF
 AI9523'THE DESCRIBED EAA BUILDING.  THE STATION IS 9.7 M WEST OF THE WESTERN
 AI9523'EDGE OF THE EAA PARKING LOT AND 6.2 M EAST OF THE EASTERN EDGE OF A
 AI9523'SERVICE ROAD LEADING EAST OF THE NEW HANGAR BUILDING.  THE STATION IS
 AI9523'0.2 M NORTH OF A WHITE PLASTIC WITNESS POST.
 AI9523
 AI9523                          STATION RECOVERY (2006)
 AI9523
 AI9523'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9522 ***********************************************************************
 AI9522  DESIGNATION -  3J88
 AI9522  PID         -  AI9522
 AI9522  STATE/COUNTY-  WI/WINNEBAGO
 AI9522  COUNTRY     -  US
 AI9522  USGS QUAD   -  VAN DYNE (2018)
 AI9522
 AI9522                         *CURRENT SURVEY CONTROL
 AI9522  ______________________________________________________________________
 AI9522* NAD 83(1986) POSITION- 43 59 43.98   (N) 088 32 56.31   (W)   HD_HELD1
 AI9522* NAVD 88 ORTHO HEIGHT -   234.930 (meters)      770.77  (feet) ADJUSTED
 AI9522  ______________________________________________________________________
 AI9522  GEOID HEIGHT    -        -36.267 (meters)                     GEOID18
 AI9522  DYNAMIC HEIGHT  -        234.880 (meters)      770.60  (feet) COMP
 AI9522  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 AI9522
 AI9522  VERT ORDER      -  SECOND    CLASS I
 AI9522
 AI9522.The horizontal coordinates were determined by differentially corrected
 AI9522.hand held GPS observations or other comparable positioning techniques
 AI9522.and have an estimated accuracy of +/- 3 meters.
 AI9522
 AI9522.The orthometric height was determined by differential leveling and
 AI9522.adjusted by the WI DEPT OF TRANSP
 AI9522.in May 2012.
 AI9522
 AI9522.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9522.GEOID18 height accuracy estimate available here.
 AI9522
 AI9522.Click photographs - Photos may exist for this station.
 AI9522
 AI9522.The dynamic height is computed by dividing the NAVD 88
 AI9522.geopotential number by the normal gravity value computed on the
 AI9522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9522.degrees latitude (g = 980.6199 gals.).
 AI9522
 AI9522.The modeled gravity was interpolated from observed gravity values.
 AI9522
 AI9522;                    North         East    Units  Estimated Accuracy
 AI9522;SPC WI S     -   222,705.3     716,382.4     MT  (+/- 3 meters HH1 GPS) 
 AI9522
 AI9522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7580272544(NAD 83)
 AI9522
 AI9522                          SUPERSEDED SURVEY CONTROL
 AI9522
 AI9522  NAVD 88 (04/20/07)  234.901  (m)          770.67   (f) SUPERSEDED  2 1
 AI9522  NAVD 88 (02/05/01)  234.904  (m)          770.68   (f) SUPERSEDED  2 1
 AI9522
 AI9522.Superseded values are not recommended for survey control.
 AI9522
 AI9522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9522.See file dsdata.pdf to determine how the superseded data were derived.
 AI9522
 AI9522_MARKER: DD = SURVEY DISK
 AI9522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9522_STAMPING: 3J88 2000
 AI9522_MARK LOGO: WIDT
 AI9522_PROJECTION: FLUSH
 AI9522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9522+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2006
 AI9522
 AI9522  HISTORY     - Date     Condition        Report By
 AI9522  HISTORY     - 1999     MONUMENTED       WIDT
 AI9522  HISTORY     - 2001     GOOD             WIDT
 AI9522  HISTORY     - 20050525 GOOD             WIDT
 AI9522  HISTORY     - 20061009 GOOD             USPSQD
 AI9522
 AI9522                          STATION DESCRIPTION
 AI9522
 AI9522'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9522'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) NORTH-NORTHWEST OF
 AI9522'FOND DU LAC AND 1.61 KM (1.00 MI) SOUTH OF OSHKOSH. OWNERSHIP--WITTMAN
 AI9522'REGIONAL AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF US
 AI9522'HIGHWAY 41 WITH STATE HIGHWAY 44, IN THE CITY OF OSHKOSH, GO NORTHEAST
 AI9522'ON STATE HIGHWAY 44 FOR 0.97 KM (0.60 MI) TO WEST 20TH AVENUE, TURN
 AI9522'RIGHT AND GO EAST ON WEST 20TH AVENUE FOR 2.09 KM (1.30 MI) TO EAST
 AI9522'PERIMETER ROAD ON THE RIGHT, AND THE STATION ON THE RIGHT.  THE
 AI9522'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI9522'SURVEY CONTROL STATION DISK STAMPED --3J88 2000-- SET IN THE TOP OF A
 AI9522'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI9522'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 31.8 M (104.3 FT) SOUTH
 AI9522'OF THE CENTERLINE OF WEST 20TH AVENUE, 15.0 M (49.2 FT) WEST OF THE
 AI9522'CENTERLINE OF EAST PERIMETER ROAD, 15.9 M (52.2 FT) NORTH-NORTHEAST OF
 AI9522'THE CENTER OF A RED CEDAR TREE, 8.1 M (26.6 FT) SOUTH-SOUTHEAST OF THE
 AI9522'SOUTH METAL POST OF WITTMAN REGIONAL AIRPORT SIGN, AND 1.0 M (3.3 FT)
 AI9522'EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI9522'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9522'HORIZON.
 AI9522
 AI9522                          STATION RECOVERY (2001)
 AI9522
 AI9522'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 AI9522'RECOVERED AS DESCRIBED.
 AI9522
 AI9522                          STATION RECOVERY (2005)
 AI9522
 AI9522'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9522'RECOVERED IN GOOD CONDITION.
 AI9522
 AI9522                          STATION RECOVERY (2006)
 AI9522
 AI9522'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9522'RECOVERED IN GOOD CONDITION.  EAST PERIMETER ROAD NO LONGER EXISTS.
 AI9522'THE FORMER ROAD IS NOW A GRASSY AREA WITH AIRPORT SECURITY FENCING
 AI9522'CUTTING OFF THE FORMER ROAD FURTHER TO THE SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6010 ***********************************************************************
 AI6010  DESIGNATION -  3K03
 AI6010  PID         -  AI6010
 AI6010  STATE/COUNTY-  WI/DODGE
 AI6010  COUNTRY     -  US
 AI6010  USGS QUAD   -  LOMIRA (2018)
 AI6010
 AI6010                         *CURRENT SURVEY CONTROL
 AI6010  ______________________________________________________________________
 AI6010* NAD 83(1986) POSITION- 43 31 02.3    (N) 088 27 41.0    (W)   HD_HELD2
 AI6010* NAVD 88 ORTHO HEIGHT -   288.424 (meters)      946.27  (feet) ADJUSTED
 AI6010  ______________________________________________________________________
 AI6010  GEOID HEIGHT    -        -35.135 (meters)                     GEOID18
 AI6010  DYNAMIC HEIGHT  -        288.359 (meters)      946.06  (feet) COMP
 AI6010  MODELED GRAVITY -    980,388.1   (mgal)                       NAVD 88
 AI6010
 AI6010  VERT ORDER      -  SECOND    CLASS I
 AI6010
 AI6010.The horizontal coordinates were established by autonomous hand held GPS
 AI6010.observations and have an estimated accuracy of +/- 10 meters.
 AI6010
 AI6010.The orthometric height was determined by differential leveling and
 AI6010.adjusted by the WI DEPT OF TRANSP
 AI6010.in May 2012.
 AI6010
 AI6010.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6010.GEOID18 height accuracy estimate available here.
 AI6010
 AI6010.Click photographs - Photos may exist for this station.
 AI6010
 AI6010.The dynamic height is computed by dividing the NAVD 88
 AI6010.geopotential number by the normal gravity value computed on the
 AI6010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6010.degrees latitude (g = 980.6199 gals.).
 AI6010
 AI6010.The modeled gravity was interpolated from observed gravity values.
 AI6010
 AI6010;                    North         East    Units  Estimated Accuracy
 AI6010;SPC WI S     -   169,706.      724,387.      MT  (+/- 10 meters HH2 GPS)
 AI6010
 AI6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8188819300(NAD 83)
 AI6010
 AI6010                          SUPERSEDED SURVEY CONTROL
 AI6010
 AI6010  NAVD 88 (04/20/07)  288.396  (m)          946.18   (f) SUPERSEDED  2 1
 AI6010  NAVD 88 (10/20/00)  288.375  (m)          946.11   (f) SUPERSEDED  2 1
 AI6010
 AI6010.Superseded values are not recommended for survey control.
 AI6010
 AI6010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6010.See file dsdata.pdf to determine how the superseded data were derived.
 AI6010
 AI6010_MARKER: DD = SURVEY DISK
 AI6010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6010_STAMPING: 3K03 1999
 AI6010_MARK LOGO: WIDT
 AI6010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6010+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI6010
 AI6010  HISTORY     - Date     Condition        Report By
 AI6010  HISTORY     - 1999     MONUMENTED       WIDT
 AI6010  HISTORY     - 20030806 GOOD             USPSQD
 AI6010  HISTORY     - 20040602 GOOD             WIDT
 AI6010  HISTORY     - 20060910 GOOD             USPSQD
 AI6010
 AI6010                          STATION DESCRIPTION
 AI6010
 AI6010'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6010'THE STATION IS LOCATED APPROXIMATELY 24.17 KM (15.00 MI)
 AI6010'WEST-NORTHWEST OF WEST BEND AND 0.8 KM (0.50 MI) WEST OF THERESA.
 AI6010'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6010'STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 67 (MAYVILLE
 AI6010'STREET) WITH 175 (MILWAUKEE STREET) IN THE VILLAGE OF THERESA, GO WEST
 AI6010'ON STATE HIGHWAYS 28 AND 167 FOR 0.89 KM (0.55 MI) TO THE STATION ON
 AI6010'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6010'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3K03
 AI6010'1999-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI6010'FLUSH WITH THE GROUND AND APPROXIMATELY 1 M (3.3 FT) BELOW THE HIGHWAY
 AI6010'PAVEMENT.  THE STATION IS 12.5 M (41.0 FT) SOUTH-SOUTHEAST OF THE
 AI6010'CENTERLINE OF STATE HIGHWAYS 28 AND 67, 36.6 M (120.1 FT) WEST OF A
 AI6010'71-CM (28-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE UNDER STATE
 AI6010'HIGHWAYS 28 AND 67, 27.8 M (91.2 FT) EAST-SOUTHEAST OF A 71-CM
 AI6010'(28-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE UNDER STATE HIGHWAYS
 AI6010'28 AND 67, 9.3 M (30.5 FT) WEST OF THE NORTHERN MOST WOOD POST FOR A
 AI6010'VILLAGE OF THERESA WELCOME SIGN, APPROXIMATELY 7.7 M (25.3 FT)
 AI6010'NORTH-NORTHEAST OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT)
 AI6010'NORTH-NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI6010'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES
 AI6010'ABOVE THE HORIZON EXCEPT FOR A UTILITY POLE NORTH OF THE STATION
 AI6010'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 AI6010
 AI6010                          STATION RECOVERY (2003)
 AI6010
 AI6010'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6010'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 24 FEET WEST OF THE
 AI6010'CENTERLINE OF A FIELD ENTRANCE.
 AI6010
 AI6010                          STATION RECOVERY (2004)
 AI6010
 AI6010'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6010'RECOVERED AS DESCRIBED EXCEPT WITNESS POST IS GONE.
 AI6010
 AI6010                          STATION RECOVERY (2006)
 AI6010
 AI6010'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6021 ***********************************************************************
 AI6021  DESIGNATION -  3K04
 AI6021  PID         -  AI6021
 AI6021  STATE/COUNTY-  WI/DODGE
 AI6021  COUNTRY     -  US
 AI6021  USGS QUAD   -  LOMIRA (2018)
 AI6021
 AI6021                         *CURRENT SURVEY CONTROL
 AI6021  ______________________________________________________________________
 AI6021* NAD 83(1986) POSITION- 43 31 38.6    (N) 088 27 03.2    (W)   HD_HELD2
 AI6021* NAVD 88 ORTHO HEIGHT -   305.770 (meters)     1003.18  (feet) ADJUSTED
 AI6021  ______________________________________________________________________
 AI6021  GEOID HEIGHT    -        -35.153 (meters)                     GEOID18
 AI6021  DYNAMIC HEIGHT  -        305.701 (meters)     1002.95  (feet) COMP
 AI6021  MODELED GRAVITY -    980,388.4   (mgal)                       NAVD 88
 AI6021
 AI6021  VERT ORDER      -  SECOND    CLASS I
 AI6021
 AI6021.The horizontal coordinates were established by autonomous hand held GPS
 AI6021.observations and have an estimated accuracy of +/- 10 meters.
 AI6021
 AI6021.The orthometric height was determined by differential leveling and
 AI6021.adjusted by the WI DEPT OF TRANSP
 AI6021.in May 2012.
 AI6021
 AI6021.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6021.GEOID18 height accuracy estimate available here.
 AI6021
 AI6021.Click photographs - Photos may exist for this station.
 AI6021
 AI6021.The dynamic height is computed by dividing the NAVD 88
 AI6021.geopotential number by the normal gravity value computed on the
 AI6021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6021.degrees latitude (g = 980.6199 gals.).
 AI6021
 AI6021.The modeled gravity was interpolated from observed gravity values.
 AI6021
 AI6021;                    North         East    Units  Estimated Accuracy
 AI6021;SPC WI S     -   170,842.      725,215.      MT  (+/- 10 meters HH2 GPS)
 AI6021
 AI6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8275620405(NAD 83)
 AI6021
 AI6021                          SUPERSEDED SURVEY CONTROL
 AI6021
 AI6021  NAVD 88 (04/20/07)  305.742  (m)         1003.09   (f) SUPERSEDED  2 1
 AI6021  NAVD 88 (10/20/00)  305.721  (m)         1003.02   (f) SUPERSEDED  2 1
 AI6021
 AI6021.Superseded values are not recommended for survey control.
 AI6021
 AI6021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6021.See file dsdata.pdf to determine how the superseded data were derived.
 AI6021
 AI6021_MARKER: DD = SURVEY DISK
 AI6021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6021_STAMPING: 3K04 1999
 AI6021_MARK LOGO: WIDT
 AI6021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6021+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI6021
 AI6021  HISTORY     - Date     Condition        Report By
 AI6021  HISTORY     - 1999     MONUMENTED       WIDT
 AI6021  HISTORY     - 20030806 GOOD             USPSQD
 AI6021  HISTORY     - 20040602 GOOD             WIDT
 AI6021  HISTORY     - 20060910 GOOD             USPSQD
 AI6021
 AI6021                          STATION DESCRIPTION
 AI6021
 AI6021'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6021'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTHWEST OF WEST
 AI6021'BEND, AND 0.8 KM (0.50 MI) NORTH OF THERESA.  OWNERSHIP--WISCONSIN
 AI6021'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6021'OF STATE HIGHWAYS 28 AND 67 (MAYVILLE STREET) WITH STATE HIGHWAY 175
 AI6021'(MILWAUKEE STREET) IN THE VILLAGE OF THERESA, GO NORTH ON STATE
 AI6021'HIGHWAYS 28/67 AND 175 (MILWAUKEE STREET) FOR 0.8 KM (0.50 MI) TO THE
 AI6021'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6021'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3K04
 AI6021'1999-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI6021'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI6021'STATION IS 9.1 M (29.9 FT) WEST OF THE CENTERLINE OF STATE HIGHWAYS
 AI6021'28/67 AND 175, 50.8 M (166.7 FT) SOUTH OF A METAL POST FOR A --TOWN
 AI6021'THERESA N 9263-- SIGN, 43.7 M (143.4 FT) NORTH-NORTHEAST OF THE
 AI6021'NORTHWEST CORNER OF A GRAY GRANITE TOMBSTONE MARKED --CHRISTIAN JUNE
 AI6021'L.  AND HARLEY H.--, 35.8 M (117.5 FT) SOUTH-SOUTHEAST OF SOUTHEAST
 AI6021'CORNER POST OF A FENCE SURROUNDING AN ELECTRICAL POWER SUBSTATION,
 AI6021'29.1 M (95.5 FT) SOUTH OF TOP CENTER OF TELEPHONE CABLE PEDESTAL
 AI6021'--1128--, 17.3M SOUTH-SOUTHEAST OF THE EASTERN MOST WOOD POST FOR A
 AI6021'--WELCOME TO THERESA-- SIGN, AND 1.0 M (3.3 FT) EAST OF A WHITE
 AI6021'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6021'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 AI6021'FOR A UTILITY POLE IN THE NORTHWEST QUADRANT EXTENDING TO 16 DEGREES
 AI6021'ABOVE THE HORIZON, A POWERLINE POLE IN THE SOUTHEAST QUADRANT
 AI6021'EXTENDING TO 16 DEGREES ABOVE THE HORIZON, A POWERLINE POLE IN THE
 AI6021'NORTHEAST QUADRANT EXTENDING TO 20 DEGREES ABOVE THE HORIZON, AND A
 AI6021'POWERLINE FROM THE NORTHEAST QUADRANT TO THE SOUTHEAST QUADRANT
 AI6021'EXTENDING TO 23 DEGREES ABOVE THE HORIZON.
 AI6021
 AI6021                          STATION RECOVERY (2003)
 AI6021
 AI6021'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6021'RECOVERED IN GOOD CONDITION.  NOTE-- THE HIGHWAY IS UNDER MAJOR
 AI6021'CONSTRUCTION BUT THE STATION HAS NOT BEEN DISTURBED.
 AI6021
 AI6021                          STATION RECOVERY (2004)
 AI6021
 AI6021'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6021'MAJOR CONSTRUCTION HAS OCCURRED IN THE AREA. THE CONCRETE POST IS
 AI6021'FLUSH WITH THE GROUND AND NOW 3 M ABOVE THE HIGHWAY PAVEMENT.
 AI6021'THE STATION IS 18.5 M WEST OF THE CENTERLINE OF HIGHWAYS 28, 67, AND
 AI6021'175, 43.7 M NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A GRAY GRANITE
 AI6021'TOMBSTONE MARKED --CHRISTIAN JUNE L. AND HARLEY H.--.  35.8 M
 AI6021'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER POST OF A FENCE SURROUNDING AN
 AI6021'ELECTRICAL POWER SUBSTATION.
 AI6021'THE STATION IS 21.3 M NORTH FROM THE NORTHWEST CORNER OF A FIBER OPTIC
 AI6021'CABLE UTILITY BOX, 11.3 M WEST-SOUTHWEST OF A --REDUCE SPEED AHEAD 30
 AI6021'MPH-- SIGN POST.  THE STATION IS IN THE CENTER OF A TRIANGLE FORMED BY
 AI6021'THREE WHITE PLASTIC WITNESS POSTS.
 AI6021
 AI6021                          STATION RECOVERY (2006)
 AI6021
 AI6021'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6022 ***********************************************************************
 AI6022  DESIGNATION -  3K05
 AI6022  PID         -  AI6022
 AI6022  STATE/COUNTY-  WI/DODGE
 AI6022  COUNTRY     -  US
 AI6022  USGS QUAD   -  LOMIRA (2018)
 AI6022
 AI6022                         *CURRENT SURVEY CONTROL
 AI6022  ______________________________________________________________________
 AI6022* NAD 83(1986) POSITION- 43 32 11.6    (N) 088 26 15.3    (W)   HD_HELD2
 AI6022* NAVD 88 ORTHO HEIGHT -   293.903 (meters)      964.25  (feet) ADJUSTED
 AI6022  ______________________________________________________________________
 AI6022  GEOID HEIGHT    -        -35.167 (meters)                     GEOID18
 AI6022  DYNAMIC HEIGHT  -        293.837 (meters)      964.03  (feet) COMP
 AI6022  MODELED GRAVITY -    980,387.9   (mgal)                       NAVD 88
 AI6022
 AI6022  VERT ORDER      -  SECOND    CLASS I
 AI6022
 AI6022.The horizontal coordinates were established by autonomous hand held GPS
 AI6022.observations and have an estimated accuracy of +/- 10 meters.
 AI6022
 AI6022.The orthometric height was determined by differential leveling and
 AI6022.adjusted by the WI DEPT OF TRANSP
 AI6022.in May 2012.
 AI6022
 AI6022.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6022.GEOID18 height accuracy estimate available here.
 AI6022
 AI6022.Click photographs - Photos may exist for this station.
 AI6022
 AI6022.The dynamic height is computed by dividing the NAVD 88
 AI6022.geopotential number by the normal gravity value computed on the
 AI6022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6022.degrees latitude (g = 980.6199 gals.).
 AI6022
 AI6022.The modeled gravity was interpolated from observed gravity values.
 AI6022
 AI6022;                    North         East    Units  Estimated Accuracy
 AI6022;SPC WI S     -   171,880.      726,271.      MT  (+/- 10 meters HH2 GPS)
 AI6022
 AI6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8384921404(NAD 83)
 AI6022
 AI6022                          SUPERSEDED SURVEY CONTROL
 AI6022
 AI6022  NAVD 88 (04/20/07)  293.875  (m)          964.15   (f) SUPERSEDED  2 1
 AI6022  NAVD 88 (10/20/00)  293.855  (m)          964.09   (f) SUPERSEDED  2 1
 AI6022
 AI6022.Superseded values are not recommended for survey control.
 AI6022
 AI6022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6022.See file dsdata.pdf to determine how the superseded data were derived.
 AI6022
 AI6022_MARKER: DD = SURVEY DISK
 AI6022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6022_STAMPING: 3K05 1999
 AI6022_MARK LOGO: WIDT
 AI6022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6022+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI6022
 AI6022  HISTORY     - Date     Condition        Report By
 AI6022  HISTORY     - 1999     MONUMENTED       WIDT
 AI6022  HISTORY     - 20031121 GOOD             USPSQD
 AI6022  HISTORY     - 20040628 GOOD             WIDT
 AI6022  HISTORY     - 20060910 GOOD             USPSQD
 AI6022
 AI6022                          STATION DESCRIPTION
 AI6022
 AI6022'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6022'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTHWEST OF WEST BEND
 AI6022'AND 2.4 KM (1.50 MI) NORTHEAST OF THERESA.  OWNERSHIP--WISCONSIN
 AI6022'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6022'OF STATE HIGHWAYS 28/67/175 WITH STATE HIGHWAY 28 (EAST) APPROXIMATELY
 AI6022'1.6 KM (1.00 MI) NORTH OF THE VILLAGE OF THERESA, GO EAST ON STATE
 AI6022'HIGHWAY 28 FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT.  THE
 AI6022'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6022'SURVEY CONTROL STATION DISK STAMPED --3K05 1999-- SET IN THE TOP OF A
 AI6022'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI6022'0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.5 M (27.9
 AI6022'FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 28, 34.8 M (114.2 FT)
 AI6022'EAST-NORTHEAST OF A WOOD TRAFFIC SIGN POST --SCHOOL BUS STOP AHEAD--,
 AI6022'24.0 M (78.7 FT) NORTHWEST OF POWER POLE --69-30989 35-7--, 20.3 M
 AI6022'(66.6 FT) EAST OF A FIELD ENTRANCE, 1.3 M (4.3 FT) SOUTH OF AN
 AI6022'EAST/WEST FENCE, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS
 AI6022'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI6022'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWERLINE IN THE
 AI6022'SOUTHWEST QUADRANT EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 AI6022
 AI6022                          STATION RECOVERY (2003)
 AI6022
 AI6022'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6022'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.2 MILE WEST
 AI6022'OF A BRIDGE, 105 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY TO --W894
 AI6022'ST HWY 28-- AND ABOUT 7 FEET BELOW HIGHWAY LEVEL.  NOTE-- DURING ROAD
 AI6022'CONSTRUCTION THE STATION IS ENCLOSED IN AN ORANGE PLASTIC MESH FENCE.
 AI6022
 AI6022                          STATION RECOVERY (2004)
 AI6022
 AI6022'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6022'MAJOR CONSTRUCTION HAS OCCURRED IN THE AREA. THE STATION IS NOW 2 M
 AI6022'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 12.0 M NORTH OF THE
 AI6022'CENTERLINE OF STATE HIGHWAY 28, 46 M NORTHEAST OF UTILITY POLE --03
 AI6022'02868--. THE STATION IS IN THE CENTER OF A TRIANGLE FORMED BY THREE
 AI6022'WHITE WITNESS POSTS.
 AI6022
 AI6022                          STATION RECOVERY (2006)
 AI6022
 AI6022'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6023 ***********************************************************************
 AI6023  DESIGNATION -  3K06
 AI6023  PID         -  AI6023
 AI6023  STATE/COUNTY-  WI/DODGE
 AI6023  COUNTRY     -  US
 AI6023  USGS QUAD   -  LOMIRA (2018)
 AI6023
 AI6023                         *CURRENT SURVEY CONTROL
 AI6023  ______________________________________________________________________
 AI6023* NAD 83(2011) POSITION- 43 32 10.26492(N) 088 25 41.82380(W)   ADJUSTED
 AI6023* NAD 83(2011) ELLIP HT-   259.653 (meters)        (06/27/12)   ADJUSTED
 AI6023* NAD 83(2011) EPOCH   -  2010.00
 AI6023* NAVD 88 ORTHO HEIGHT -   294.813 (meters)      967.23  (feet) ADJUSTED
 AI6023  ______________________________________________________________________
 AI6023  GEOID HEIGHT    -        -35.163 (meters)                     GEOID18
 AI6023  NAD 83(2011) X  -    127,028.431 (meters)                     COMP
 AI6023  NAD 83(2011) Y  - -4,629,569.899 (meters)                     COMP
 AI6023  NAD 83(2011) Z  -  4,371,055.910 (meters)                     COMP
 AI6023  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 AI6023  DYNAMIC HEIGHT  -        294.747 (meters)      967.02  (feet) COMP
 AI6023  MODELED GRAVITY -    980,387.7   (mgal)                       NAVD 88
 AI6023
 AI6023  VERT ORDER      -  SECOND    CLASS I
 AI6023
 AI6023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6023  Standards:
 AI6023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6023  -------------------------------------------------------------------
 AI6023  NETWORK    0.33   0.41           0.15   0.11   0.21      0.05705521
 AI6023  -------------------------------------------------------------------
 AI6023  Click here for local accuracies and other accuracy information.
 AI6023
 AI6023.The horizontal coordinates were established by GPS observations
 AI6023.and adjusted by the National Geodetic Survey in June 2012.
 AI6023
 AI6023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6023.been affixed to the stable North American tectonic plate. See 
 AI6023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6023
 AI6023.The horizontal coordinates are valid at the epoch date displayed above
 AI6023.which is a decimal equivalence of Year/Month/Day.
 AI6023
 AI6023.The orthometric height was determined by differential leveling and
 AI6023.adjusted by the WI DEPT OF TRANSP
 AI6023.in May 2012.
 AI6023
 AI6023.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6023.GEOID18 height accuracy estimate available here.
 AI6023
 AI6023.Click photographs - Photos may exist for this station.
 AI6023
 AI6023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6023
 AI6023.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6023
 AI6023.The ellipsoidal height was determined by GPS observations
 AI6023.and is referenced to NAD 83.
 AI6023
 AI6023.The dynamic height is computed by dividing the NAVD 88
 AI6023.geopotential number by the normal gravity value computed on the
 AI6023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6023.degrees latitude (g = 980.6199 gals.).
 AI6023
 AI6023.The modeled gravity was interpolated from observed gravity values.
 AI6023
 AI6023. The following values were computed from the NAD 83(2011) position.
 AI6023
 AI6023;                    North         East     Units Scale Factor Converg.
 AI6023;SPC WI S     -   171,853.034   727,023.461   MT  0.99993531   +1 04 47.8
 AI6023;SPC WI S     -   563,821.16  2,385,242.80   sFT  0.99993531   +1 04 47.8
 AI6023;UTM  16      - 4,821,350.866   384,599.658   MT  0.99976381   -0 59 02.1
 AI6023
 AI6023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6023!SPC WI S     -   0.99995928  x   0.99993531  =   0.99989460
 AI6023!UTM  16      -   0.99995928  x   0.99976381  =   0.99972310
 AI6023
 AI6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8459921350(NAD 83)
 AI6023
 AI6023                          SUPERSEDED SURVEY CONTROL
 AI6023
 AI6023  NAD 83(2007)-  43 32 10.26492(N)    088 25 41.82464(W) AD(2002.00) 0
 AI6023  ELLIP H (02/10/07)  259.688  (m)                       GP(2002.00)    
 AI6023  ELLIP H (11/17/00)  259.698  (m)                       GP(       ) 3 2
 AI6023  NAD 83(1997)-  43 32 10.26491(N)    088 25 41.82480(W) AD(       ) 1
 AI6023  ELLIP H (07/06/00)  259.698  (m)                       GP(       ) 2 1
 AI6023  NAVD 88             294.79   (m)          967.2    (f) LEVELING    3  
 AI6023  NAVD 88 (04/20/07)  294.785  (m)          967.14   (f) SUPERSEDED  2 1
 AI6023  NAVD 88 (10/20/00)  294.765  (m)          967.07   (f) SUPERSEDED  2 1
 AI6023  NAVD 88             294.77   (m)          967.1    (f) LEVELING    3  
 AI6023
 AI6023.Superseded values are not recommended for survey control.
 AI6023
 AI6023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6023.See file dsdata.pdf to determine how the superseded data were derived.
 AI6023
 AI6023_MARKER: DD = SURVEY DISK
 AI6023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6023_STAMPING: 3K06 1999
 AI6023_MARK LOGO: WIDT
 AI6023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6023+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2009
 AI6023
 AI6023  HISTORY     - Date     Condition        Report By
 AI6023  HISTORY     - 1999     MONUMENTED       WIDT
 AI6023  HISTORY     - 20031121 GOOD             USPSQD
 AI6023  HISTORY     - 20040602 GOOD             WIDT
 AI6023  HISTORY     - 20060910 GOOD             USPSQD
 AI6023  HISTORY     - 20090802 GOOD             GEOCAC
 AI6023
 AI6023                          STATION DESCRIPTION
 AI6023
 AI6023'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6023'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTHWEST OF WEST BEND
 AI6023'AND 3.2 KM (2.00 MI) NORTHEAST OF THERESA.  OWNERSHIP--TOWN OF
 AI6023'THERESA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AI6023'28/67/175 WITH STATE HIGHWAY 28 (EAST) APPROXIMATELY 1.6 KM (1.00 MI)
 AI6023'NORTH OF THE VILLAGE OF THERESA, GO EAST ON STATE HIGHWAY 28 FOR 1.53
 AI6023'KM (0.95 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6023'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6023'DISK STAMPED --3K06 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6023'DIAMETER CONCRETE POST PROJECTING 3-CM ABOVE THE GROUND AND ABOUT
 AI6023'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 33.7 M (110.6 FT)
 AI6023'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 28, 41.2 M (135.2 FT) SOUTH
 AI6023'OF A METAL POST FOR A --WDNR WILDLIFE REFUGE-- SIGN, 21.3 M (69.9 FT)
 AI6023'EAST-SOUTHEAST OF A METAL POST FOR A --TOWN THERESA W663-- SIGN, 20.7
 AI6023'M (67.9 FT) EAST-SOUTHEAST OF UTILTY POLE --E58-8977--, 6.4 M (21.0
 AI6023'FT) EAST OF THE CENTERLINE OF PRIVATE ENTRANCE --W663--, AND 0.9 M
 AI6023'(3.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 AI6023'HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6023'HORIZON EXCEPT FOR A POWERLINE IN THE WEST QUADRANT EXTENDING TO 20
 AI6023'DEGREES ABOVE THE HORIZON.
 AI6023
 AI6023                          STATION RECOVERY (2003)
 AI6023
 AI6023'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6023'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.3 MILE WEST
 AI6023'OF A BRIDGE, 18 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY TO
 AI6023'--W663--, AND 1 M SOUTH AND 1 M NORTH OF TWO ORANGE 4X4 PLASTIC
 AI6023'WITNESS POSTS.  NOTE-- DURING ROAD CONSTRUCTION THE STATION IS
 AI6023'ENCLOSED IN AN ORANGE PLASTIC MESH FENCE.
 AI6023
 AI6023                          STATION RECOVERY (2004)
 AI6023
 AI6023'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6023'MAJOR CONSTRUCTION HAS OCCURRED.  THE STATION IS NOW LEVEL WITH THE
 AI6023'PAVEMENT OF PRIVATE ENTRANCE --W663--,  33.7 M SOUTH OF THE CENTERLINE
 AI6023'OF STATE HIGHWAY 28, AND APPROXIMATELY 60 M SOUTH OF A METAL POST FOR
 AI6023'A --WDNR WILDLIFE REFUGE--SIGN.  IT IS 7 M EAST OF THE CENTERLINE OF
 AI6023'PRIVATE ENTRANCE --W663--, AND 1 M NORTH AND 1 M SOUTH OF TWO ORANGE
 AI6023'4X4 PLASTIC GUARD POSTS.
 AI6023
 AI6023                          STATION RECOVERY (2006)
 AI6023
 AI6023'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6023'RECOVERED IN GOOD CONDITION.
 AI6023
 AI6023                          STATION RECOVERY (2009)
 AI6023
 AI6023'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 AI6023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6024 ***********************************************************************
 AI6024  DESIGNATION -  3K07
 AI6024  PID         -  AI6024
 AI6024  STATE/COUNTY-  WI/DODGE
 AI6024  COUNTRY     -  US
 AI6024  USGS QUAD   -  LOMIRA (2018)
 AI6024
 AI6024                         *CURRENT SURVEY CONTROL
 AI6024  ______________________________________________________________________
 AI6024* NAD 83(1986) POSITION- 43 32 13.6    (N) 088 24 22.0    (W)   HD_HELD2
 AI6024* NAVD 88 ORTHO HEIGHT -   295.500 (meters)      969.49  (feet) ADJUSTED
 AI6024  ______________________________________________________________________
 AI6024  GEOID HEIGHT    -        -35.156 (meters)                     GEOID18
 AI6024  DYNAMIC HEIGHT  -        295.434 (meters)      969.27  (feet) COMP
 AI6024  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 AI6024
 AI6024  VERT ORDER      -  SECOND    CLASS I
 AI6024
 AI6024.The horizontal coordinates were established by autonomous hand held GPS
 AI6024.observations and have an estimated accuracy of +/- 10 meters.
 AI6024
 AI6024.The orthometric height was determined by differential leveling and
 AI6024.adjusted by the WI DEPT OF TRANSP
 AI6024.in May 2012.
 AI6024
 AI6024.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6024.GEOID18 height accuracy estimate available here.
 AI6024
 AI6024.Click photographs - Photos may exist for this station.
 AI6024
 AI6024.The dynamic height is computed by dividing the NAVD 88
 AI6024.geopotential number by the normal gravity value computed on the
 AI6024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6024.degrees latitude (g = 980.6199 gals.).
 AI6024
 AI6024.The modeled gravity was interpolated from observed gravity values.
 AI6024
 AI6024;                    North         East    Units  Estimated Accuracy
 AI6024;SPC WI S     -   171,990.      728,813.      MT  (+/- 10 meters HH2 GPS)
 AI6024
 AI6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8639221423(NAD 83)
 AI6024
 AI6024                          SUPERSEDED SURVEY CONTROL
 AI6024
 AI6024  NAVD 88 (04/20/07)  295.472  (m)          969.39   (f) SUPERSEDED  2 1
 AI6024  NAVD 88 (10/20/00)  295.453  (m)          969.33   (f) SUPERSEDED  2 1
 AI6024
 AI6024.Superseded values are not recommended for survey control.
 AI6024
 AI6024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6024.See file dsdata.pdf to determine how the superseded data were derived.
 AI6024
 AI6024_MARKER: DD = SURVEY DISK
 AI6024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6024_STAMPING: 3K07 1999
 AI6024_MARK LOGO: WIDT
 AI6024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6024+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 AI6024
 AI6024  HISTORY     - Date     Condition        Report By
 AI6024  HISTORY     - 1999     MONUMENTED       WIDT
 AI6024  HISTORY     - 20030806 GOOD             USPSQD
 AI6024  HISTORY     - 20040720 GOOD             WIDT
 AI6024  HISTORY     - 20061003 GOOD             USPSQD
 AI6024
 AI6024                          STATION DESCRIPTION
 AI6024
 AI6024'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6024'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) NORTHWEST OF WEST BEND
 AI6024'AND 4.0 KM (2.50 MI) EAST-NORTHEAST OF THERESA.  OWNERSHIP--WISCONSIN
 AI6024'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6024'OF US HIGHWAY 41 WITH STATE HIGHWAY 28 APPROXIMATELY 4.8 KM (3.00 MI)
 AI6024'NORTHEAST OF THE VILLAGE OF THERESA, GO WEST ON STATE HIGHWAY 28 FOR
 AI6024'0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6024'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6024'DISK STAMPED --3K07 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6024'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6024'HIGHWAY PAVEMENT.  THE STATION IS 18.1 M (59.4 FT) NORTH OF THE
 AI6024'CENTERLINE OF STATE HIGHWAY 28, 38.7 M (127.0 FT) WEST-NORTHWEST OF A
 AI6024'WOOD TRAFFIC SIGN POST --DO NOT ENTER--, 24.2 M (79.4 FT) NORTH OF
 AI6024'FACE OF CURB OF EAST END OF MEDIAN, 15.0 M (49.2 FT) WEST-SOUTHWEST OF
 AI6024'WOOD FENCE POST --WILDLIFE REFUGE--, 9.5 M (31.2 FT) SOUTH OF THE
 AI6024'EAST/WEST RIGHT-OF-WAY FENCE, AND 0.9 M (3.0 FT) SOUTH OF A WHITE
 AI6024'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6024'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6024
 AI6024                          STATION RECOVERY (2003)
 AI6024
 AI6024'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6024'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 26 FEET WEST OF THE
 AI6024'CENTERLINE OF A GRAVELED FIELD ENTRANCE WITH A METAL GATE AT THE END.
 AI6024
 AI6024                          STATION RECOVERY (2004)
 AI6024
 AI6024'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6024'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6024'IS THE CENTER OF A TRIANGLE FORMED BY THREE WHITE WITNESS POSTS.
 AI6024'STATION IS 18.1 NORTH OF THE CENTER OF THE WEST BOUND LANE OF STATE
 AI6024'HIGHWAY 28,  10.8 M SOUTH-SOUTHWEST OF WOOD POST WITH --WILDLIFE
 AI6024'REFUGE-- SIGN.
 AI6024
 AI6024                          STATION RECOVERY (2006)
 AI6024
 AI6024'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6025 ***********************************************************************
 AI6025  DESIGNATION -  3K08
 AI6025  PID         -  AI6025
 AI6025  STATE/COUNTY-  WI/WASHINGTON
 AI6025  COUNTRY     -  US
 AI6025  USGS QUAD   -  LOMIRA (2018)
 AI6025
 AI6025                         *CURRENT SURVEY CONTROL
 AI6025  ______________________________________________________________________
 AI6025* NAD 83(1986) POSITION- 43 31 55.6    (N) 088 23 20.8    (W)   HD_HELD2
 AI6025* NAVD 88 ORTHO HEIGHT -   298.760 (meters)      980.18  (feet) ADJUSTED
 AI6025  ______________________________________________________________________
 AI6025  GEOID HEIGHT    -        -35.138 (meters)                     GEOID18
 AI6025  DYNAMIC HEIGHT  -        298.692 (meters)      979.96  (feet) COMP
 AI6025  MODELED GRAVITY -    980,386.5   (mgal)                       NAVD 88
 AI6025
 AI6025  VERT ORDER      -  SECOND    CLASS I
 AI6025
 AI6025.The horizontal coordinates were established by autonomous hand held GPS
 AI6025.observations and have an estimated accuracy of +/- 10 meters.
 AI6025
 AI6025.The orthometric height was determined by differential leveling and
 AI6025.adjusted by the WI DEPT OF TRANSP
 AI6025.in May 2012.
 AI6025
 AI6025.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6025.GEOID18 height accuracy estimate available here.
 AI6025
 AI6025.Click photographs - Photos may exist for this station.
 AI6025
 AI6025.The dynamic height is computed by dividing the NAVD 88
 AI6025.geopotential number by the normal gravity value computed on the
 AI6025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6025.degrees latitude (g = 980.6199 gals.).
 AI6025
 AI6025.The modeled gravity was interpolated from observed gravity values.
 AI6025
 AI6025;                    North         East    Units  Estimated Accuracy
 AI6025;SPC WI S     -   171,461.      730,198.      MT  (+/- 10 meters HH2 GPS)
 AI6025
 AI6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8775720844(NAD 83)
 AI6025
 AI6025                          SUPERSEDED SURVEY CONTROL
 AI6025
 AI6025  NAVD 88 (04/20/07)  298.731  (m)          980.09   (f) SUPERSEDED  2 1
 AI6025  NAVD 88 (10/20/00)  298.712  (m)          980.02   (f) SUPERSEDED  2 1
 AI6025
 AI6025.Superseded values are not recommended for survey control.
 AI6025
 AI6025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6025.See file dsdata.pdf to determine how the superseded data were derived.
 AI6025
 AI6025_MARKER: DD = SURVEY DISK
 AI6025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6025_STAMPING: 3K08 1999
 AI6025_MARK LOGO: WIDT
 AI6025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6025+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AI6025
 AI6025  HISTORY     - Date     Condition        Report By
 AI6025  HISTORY     - 1999     MONUMENTED       WIDT
 AI6025  HISTORY     - 20031108 GOOD             USPSQD
 AI6025  HISTORY     - 20060523 GOOD             WIDT
 AI6025
 AI6025                          STATION DESCRIPTION
 AI6025
 AI6025'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6025'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) NORTHWEST OF WEST BEND
 AI6025'AND 6.4 KM (3.95 MI) EAST-NORTHEAST OF THERESA.  OWNERSHIP--WISCONSIN
 AI6025'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6025'OF US HIGHWAY 41 WITH STATE HIGHWAY 28 APPROXIMATELY 4.8 KM (3.00 MI)
 AI6025'NORTHEAST OF THE VILLAGE OF THERESA, GO EAST ON STATE HIGHWAY 28 FOR
 AI6025'1.0 KM (0.60 MI) TO SKYLINE ROAD, CONTINUE EAST ON STATE HIGHWAY 28
 AI6025'FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI6025'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6025'STATION DISK STAMPED --3K08 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6025'DIAMETER CONCRETE POST PROJECTING 3-CM BELOW THE GROUND AND ABOUT 0.5
 AI6025'M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 19.8 M (65.0
 AI6025'FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 28, 42.2 M (138.5 FT)
 AI6025'SOUTHEAST OF A WOOD TRAFFIC SIGN POST --NO PASSING ZONE--, 8.5 M (27.9
 AI6025'FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE,
 AI6025'APPROXIMATELY 9 M (29.5 FT) SOUTH-SOUTHWEST OF THE EDGE OF A
 AI6025'CULTIVATED FIELD, AND 0.9 M (3.0 FT) SOUTH-SOUTHWEST OF A WHITE
 AI6025'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6025'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6025
 AI6025                          STATION RECOVERY (2003)
 AI6025
 AI6025'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6025'RECOVERED IN GOOD CONDITION.
 AI6025
 AI6025                          STATION RECOVERY (2006)
 AI6025
 AI6025'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6025'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M SOUTHWEST,
 AI6025'1.0 M NORTH, AND 1.0 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6026 ***********************************************************************
 AI6026  DESIGNATION -  3K09
 AI6026  PID         -  AI6026
 AI6026  STATE/COUNTY-  WI/WASHINGTON
 AI6026  COUNTRY     -  US
 AI6026  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6026
 AI6026                         *CURRENT SURVEY CONTROL
 AI6026  ______________________________________________________________________
 AI6026* NAD 83(1986) POSITION- 43 31 46.68   (N) 088 21 04.27   (W)   HD_HELD1
 AI6026* NAVD 88 ORTHO HEIGHT -   322.919 (meters)     1059.44  (feet) ADJUSTED
 AI6026  ______________________________________________________________________
 AI6026  GEOID HEIGHT    -        -35.119 (meters)                     GEOID18
 AI6026  DYNAMIC HEIGHT  -        322.846 (meters)     1059.20  (feet) COMP
 AI6026  MODELED GRAVITY -    980,385.2   (mgal)                       NAVD 88
 AI6026
 AI6026  VERT ORDER      -  SECOND    CLASS I
 AI6026
 AI6026.The horizontal coordinates were determined by differentially corrected
 AI6026.hand held GPS observations or other comparable positioning techniques
 AI6026.and have an estimated accuracy of +/- 3 meters.
 AI6026
 AI6026.The orthometric height was determined by differential leveling and
 AI6026.adjusted by the WI DEPT OF TRANSP
 AI6026.in May 2012.
 AI6026
 AI6026.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6026.GEOID18 height accuracy estimate available here.
 AI6026
 AI6026.Click photographs - Photos may exist for this station.
 AI6026
 AI6026.The dynamic height is computed by dividing the NAVD 88
 AI6026.geopotential number by the normal gravity value computed on the
 AI6026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6026.degrees latitude (g = 980.6199 gals.).
 AI6026
 AI6026.The modeled gravity was interpolated from observed gravity values.
 AI6026
 AI6026;                    North         East    Units  Estimated Accuracy
 AI6026;SPC WI S     -   171,245.7     733,268.0     MT  (+/- 3 meters HH1 GPS) 
 AI6026
 AI6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9081720519(NAD 83)
 AI6026
 AI6026                          SUPERSEDED SURVEY CONTROL
 AI6026
 AI6026  NAVD 88 (04/20/07)  322.890  (m)         1059.35   (f) SUPERSEDED  2 1
 AI6026  NAVD 88 (10/20/00)  322.871  (m)         1059.29   (f) SUPERSEDED  2 1
 AI6026
 AI6026.Superseded values are not recommended for survey control.
 AI6026
 AI6026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6026.See file dsdata.pdf to determine how the superseded data were derived.
 AI6026
 AI6026_MARKER: DD = SURVEY DISK
 AI6026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6026_STAMPING: 3K09 1999
 AI6026_MARK LOGO: WIDT
 AI6026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6026+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AI6026
 AI6026  HISTORY     - Date     Condition        Report By
 AI6026  HISTORY     - 1999     MONUMENTED       WIDT
 AI6026  HISTORY     - 20020614 GOOD             JCLS
 AI6026  HISTORY     - 20031108 GOOD             USPSQD
 AI6026  HISTORY     - 20060523 GOOD             WIDT
 AI6026
 AI6026                          STATION DESCRIPTION
 AI6026
 AI6026'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6026'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) NORTHWEST OF WEST BEND
 AI6026'AND 9.7 KM (6.00 MI) WEST-NORTHWEST OF KEWASKUM. OWNERSHIP--WISCONSIN
 AI6026'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6026'OF US HIGHWAY 41 WITH STATE HIGHWAY 28 APPROXIMATELY 4.8 KM (3.00 MI)
 AI6026'NORTHEAST OF THE VILLAGE OF THERESA, GO EAST ON STATE HIGHWAY 28 FOR
 AI6026'4.43 KM (2.75 MI) TO WOLCOTT DRIVE ON THE LEFT CONTINUE EAST ON STATE
 AI6026'HIGHWAY 28 FOR 38 M (124.7 FT) TO THE STATION ON THE LEFT.  THE
 AI6026'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6026'SURVEY CONTROL STATION DISK STAMPED --3K09 1999-- SET IN THE TOP OF A
 AI6026'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI6026'0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.6 M
 AI6026'(34.8 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 28, 51.2 M (168.0
 AI6026'FT) EAST-SOUTHEAST OF POWER POLE --84-07090 40-4--, 38.2 M (125.3 FT)
 AI6026'EAST OF THE CENTERLINE OF WOLCOTT DRIVE, APPROXIMATELY 4 M (13.1 FT)
 AI6026'SOUTH OF A CULTIVATED FIELD, AND 0.9 M (3.0 FT) SOUTH OF A WHITE
 AI6026'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 AI6026'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6026
 AI6026                          STATION RECOVERY (2002)
 AI6026
 AI6026'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AI6026'RECOVERED IN GOOD CONDITION.
 AI6026
 AI6026                          STATION RECOVERY (2003)
 AI6026
 AI6026'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6026'RECOVERED IN GOOD CONDITION.
 AI6026
 AI6026                          STATION RECOVERY (2006)
 AI6026
 AI6026'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6026'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M SOUTH, 1.0 M
 AI6026'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6027 ***********************************************************************
 AI6027  DESIGNATION -  3K10
 AI6027  PID         -  AI6027
 AI6027  STATE/COUNTY-  WI/WASHINGTON
 AI6027  COUNTRY     -  US
 AI6027  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6027
 AI6027                         *CURRENT SURVEY CONTROL
 AI6027  ______________________________________________________________________
 AI6027* NAD 83(1986) POSITION- 43 31 44.9    (N) 088 19 38.6    (W)   HD_HELD2
 AI6027* NAVD 88 ORTHO HEIGHT -   329.040 (meters)     1079.53  (feet) ADJUSTED
 AI6027  ______________________________________________________________________
 AI6027  GEOID HEIGHT    -        -35.112 (meters)                     GEOID18
 AI6027  DYNAMIC HEIGHT  -        328.965 (meters)     1079.28  (feet) COMP
 AI6027  MODELED GRAVITY -    980,384.6   (mgal)                       NAVD 88
 AI6027
 AI6027  VERT ORDER      -  SECOND    CLASS I
 AI6027
 AI6027.The horizontal coordinates were established by autonomous hand held GPS
 AI6027.observations and have an estimated accuracy of +/- 10 meters.
 AI6027
 AI6027.The orthometric height was determined by differential leveling and
 AI6027.adjusted by the WI DEPT OF TRANSP
 AI6027.in May 2012.
 AI6027
 AI6027.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6027.GEOID18 height accuracy estimate available here.
 AI6027
 AI6027.Click photographs - Photos may exist for this station.
 AI6027
 AI6027.The dynamic height is computed by dividing the NAVD 88
 AI6027.geopotential number by the normal gravity value computed on the
 AI6027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6027.degrees latitude (g = 980.6199 gals.).
 AI6027
 AI6027.The modeled gravity was interpolated from observed gravity values.
 AI6027
 AI6027;                    North         East    Units  Estimated Accuracy
 AI6027;SPC WI S     -   171,229.      735,192.      MT  (+/- 10 meters HH2 GPS)
 AI6027
 AI6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9273920433(NAD 83)
 AI6027
 AI6027                          SUPERSEDED SURVEY CONTROL
 AI6027
 AI6027  NAVD 88 (04/20/07)  329.011  (m)         1079.43   (f) SUPERSEDED  2 1
 AI6027  NAVD 88 (10/20/00)  328.992  (m)         1079.37   (f) SUPERSEDED  2 1
 AI6027
 AI6027.Superseded values are not recommended for survey control.
 AI6027
 AI6027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6027.See file dsdata.pdf to determine how the superseded data were derived.
 AI6027
 AI6027_MARKER: DD = SURVEY DISK
 AI6027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6027_STAMPING: 3K10 1999
 AI6027_MARK LOGO: WIDT
 AI6027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6027+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AI6027
 AI6027  HISTORY     - Date     Condition        Report By
 AI6027  HISTORY     - 1999     MONUMENTED       WIDT
 AI6027  HISTORY     - 20031108 GOOD             USPSQD
 AI6027  HISTORY     - 20060523 GOOD             WIDT
 AI6027
 AI6027                          STATION DESCRIPTION
 AI6027
 AI6027'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6027'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF WEST BEND
 AI6027'AND 8.0 KM (4.95 MI) WEST-NORTHWEST OF KEWASKUM. OWNERSHIP--WISCONSIN
 AI6027'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6027'OF US HIGHWAY 41 WITH STATE HIGHWAY 28 APPROXIMATELY 4.8 KM (3.00 MI)
 AI6027'NORTHEAST OF THE VILLAGE OF THERESA, GO EAST ON STATE HIGHWAY 28 FOR
 AI6027'6.03 KM (3.75 MI) TO WOODLAWN ROAD ON THE RIGHT CONTINUE EAST ON STATE
 AI6027'HIGHWAY 28 FOR 0.40 KM (0.25 MI) TO THE STATION ON THE RIGHT.  THE
 AI6027'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6027'SURVEY CONTROL STATION DISK STAMPED --3K10 1999-- SET IN THE TOP OF A
 AI6027'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI6027'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.5 M (34.4 FT)
 AI6027'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 28, APPROXIMATELY 90 M (295.3
 AI6027'FT) EAST-NORTHEAST OF A METAL SIGN POST --TOWN OF WAYNE W5846--,
 AI6027'APPROXIMATELY 80 M (262.5 FT) WEST-SOUTHWEST OF THE CENTERLINE OF A
 AI6027'FIELD ENTRANCE, APPROXIMATELY 4 M (13.1 FT) NORTH OF A CULTIVATED
 AI6027'FIELD, AND 0.9 M (3.0 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 AI6027'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6027'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6027
 AI6027                          STATION RECOVERY (2003)
 AI6027
 AI6027'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6027'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE WEST OF
 AI6027'COUNTY HIGHWAY BB NORTH AND COUNTY HIGHWAY W SOUTH ON HIGHWAY 28, AND
 AI6027'14.0 FEET SOUTHEAST OF A --SCHOOL BUS STOP AHEAD-- SIGN POST.
 AI6027
 AI6027                          STATION RECOVERY (2006)
 AI6027
 AI6027'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6027'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 79.0
 AI6027'M EAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W5846--, 74.5
 AI6027'M WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W5800, 4.3 M
 AI6027'SOUTHEAST OF A --SCHOOL BUS STOP AHEAD-- SIGN POST, AND 0.9 M NORTH,
 AI6027'1.0 M SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS
 AI6027'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6028 ***********************************************************************
 AI6028  DESIGNATION -  3K11
 AI6028  PID         -  AI6028
 AI6028  STATE/COUNTY-  WI/WASHINGTON
 AI6028  COUNTRY     -  US
 AI6028  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6028
 AI6028                         *CURRENT SURVEY CONTROL
 AI6028  ______________________________________________________________________
 AI6028* NAD 83(1986) POSITION- 43 31 44.44   (N) 088 18 37.47   (W)   HD_HELD1
 AI6028* NAVD 88 ORTHO HEIGHT -   326.060 (meters)     1069.75  (feet) ADJUSTED
 AI6028  ______________________________________________________________________
 AI6028  GEOID HEIGHT    -        -35.109 (meters)                     GEOID18
 AI6028  DYNAMIC HEIGHT  -        325.987 (meters)     1069.51  (feet) COMP
 AI6028  MODELED GRAVITY -    980,384.4   (mgal)                       NAVD 88
 AI6028
 AI6028  VERT ORDER      -  SECOND    CLASS I
 AI6028
 AI6028.The horizontal coordinates were determined by differentially corrected
 AI6028.hand held GPS observations or other comparable positioning techniques
 AI6028.and have an estimated accuracy of +/- 3 meters.
 AI6028
 AI6028.The orthometric height was determined by differential leveling and
 AI6028.adjusted by the WI DEPT OF TRANSP
 AI6028.in May 2012.
 AI6028
 AI6028.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6028.GEOID18 height accuracy estimate available here.
 AI6028
 AI6028.Click photographs - Photos may exist for this station.
 AI6028
 AI6028.The dynamic height is computed by dividing the NAVD 88
 AI6028.geopotential number by the normal gravity value computed on the
 AI6028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6028.degrees latitude (g = 980.6199 gals.).
 AI6028
 AI6028.The modeled gravity was interpolated from observed gravity values.
 AI6028
 AI6028;                    North         East    Units  Estimated Accuracy
 AI6028;SPC WI S     -   171,242.5     736,564.9     MT  (+/- 3 meters HH1 GPS) 
 AI6028
 AI6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9411120397(NAD 83)
 AI6028
 AI6028                          SUPERSEDED SURVEY CONTROL
 AI6028
 AI6028  NAVD 88 (04/20/07)  326.032  (m)         1069.66   (f) SUPERSEDED  2 1
 AI6028  NAVD 88 (10/20/00)  326.013  (m)         1069.59   (f) SUPERSEDED  2 1
 AI6028
 AI6028.Superseded values are not recommended for survey control.
 AI6028
 AI6028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6028.See file dsdata.pdf to determine how the superseded data were derived.
 AI6028
 AI6028_MARKER: DD = SURVEY DISK
 AI6028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6028_STAMPING: 3K11 1999
 AI6028_MARK LOGO: WIDT
 AI6028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6028+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AI6028
 AI6028  HISTORY     - Date     Condition        Report By
 AI6028  HISTORY     - 1999     MONUMENTED       WIDT
 AI6028  HISTORY     - 20031108 GOOD             USPSQD
 AI6028  HISTORY     - 20060523 GOOD             WIDT
 AI6028
 AI6028                          STATION DESCRIPTION
 AI6028
 AI6028'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6028'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF WEST BEND
 AI6028'AND 8.0 KM (4.95 MI) WEST-NORTHWEST OF KEWASKUM. OWNERSHIP--WISCONSIN
 AI6028'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6028'OF US HIGHWAY 41 WITH STATE HIGHWAY 28 APPROXIMATELY 4.8 KM (3.00 MI)
 AI6028'NORTHEAST OF THE VILLAGE OF THERESA, GO EAST ON STATE HIGHWAY 28 FOR
 AI6028'6.84 KM (4.25 MI) TO COUNTY HIGHWAY BB ON THE LEFT (NORTH) AND COUNTY
 AI6028'HIGHWAY W ON THE RIGHT (SOUTH) CONTINUE EAST ON STATE HIGHWAY 28 FOR
 AI6028'0.89 KM (0.55 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI6028'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6028'STATION DISK STAMPED --3K11 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6028'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT)
 AI6028'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 13.2 M (43.3 FT) SOUTH OF
 AI6028'THE CENTERLINE OF STATE HIGHWAY 28, 66.4 M (217.8 FT) EAST-SOUTHEAST
 AI6028'OF THE TOP OF THE SOUTH END OF A 40-INCH CORREGATED METAL CULVERT PIPE
 AI6028'UNDER STATE HIGHWAY 28, 40.8 M (133.9 FT) SOUTH-SOUTHEAST OF THE TOP
 AI6028'CENTER OF TELEPHONE CABLE PEDESTAL --30355--, 39.5 M (129.6 FT)
 AI6028'SOUTHEAST OF A METAL POST FOR A --R/W-- SIGN, 5.2 M (17.1 FT) WEST OF
 AI6028'CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH OF A WHITE
 AI6028'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6028'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6028
 AI6028                          STATION RECOVERY (2003)
 AI6028
 AI6028'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6028'RECOVERED IN GOOD CONDITION.  NOTE-- THE WITNESS POST IS MISSING.
 AI6028
 AI6028                          STATION RECOVERY (2006)
 AI6028
 AI6028'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6028'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.45 MILE WEST OF
 AI6028'LAKE BERNICE DRIVE AND 0.9 M NORTH, 1.0 M SOUTHWEST, AND 1.0 M
 AI6028'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6029 ***********************************************************************
 AI6029  DESIGNATION -  3K12
 AI6029  PID         -  AI6029
 AI6029  STATE/COUNTY-  WI/WASHINGTON
 AI6029  COUNTRY     -  US
 AI6029  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6029
 AI6029                         *CURRENT SURVEY CONTROL
 AI6029  ______________________________________________________________________
 AI6029* NAD 83(1986) POSITION- 43 31 44.66   (N) 088 17 21.33   (W)   HD_HELD1
 AI6029* NAVD 88 ORTHO HEIGHT -   322.440 (meters)     1057.87  (feet) ADJUSTED
 AI6029  ______________________________________________________________________
 AI6029  GEOID HEIGHT    -        -35.109 (meters)                     GEOID18
 AI6029  DYNAMIC HEIGHT  -        322.367 (meters)     1057.63  (feet) COMP
 AI6029  MODELED GRAVITY -    980,384.4   (mgal)                       NAVD 88
 AI6029
 AI6029  VERT ORDER      -  SECOND    CLASS I
 AI6029
 AI6029.The horizontal coordinates were determined by differentially corrected
 AI6029.hand held GPS observations or other comparable positioning techniques
 AI6029.and have an estimated accuracy of +/- 3 meters.
 AI6029
 AI6029.The orthometric height was determined by differential leveling and
 AI6029.adjusted by the WI DEPT OF TRANSP
 AI6029.in May 2012.
 AI6029
 AI6029.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6029.GEOID18 height accuracy estimate available here.
 AI6029
 AI6029.Click photographs - Photos may exist for this station.
 AI6029
 AI6029.The dynamic height is computed by dividing the NAVD 88
 AI6029.geopotential number by the normal gravity value computed on the
 AI6029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6029.degrees latitude (g = 980.6199 gals.).
 AI6029
 AI6029.The modeled gravity was interpolated from observed gravity values.
 AI6029
 AI6029;                    North         East    Units  Estimated Accuracy
 AI6029;SPC WI S     -   171,284.2     738,274.0     MT  (+/- 3 meters HH1 GPS) 
 AI6029
 AI6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9582020377(NAD 83)
 AI6029
 AI6029                          SUPERSEDED SURVEY CONTROL
 AI6029
 AI6029  NAVD 88 (04/20/07)  322.411  (m)         1057.78   (f) SUPERSEDED  2 1
 AI6029  NAVD 88 (10/20/00)  322.392  (m)         1057.71   (f) SUPERSEDED  2 1
 AI6029
 AI6029.Superseded values are not recommended for survey control.
 AI6029
 AI6029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6029.See file dsdata.pdf to determine how the superseded data were derived.
 AI6029
 AI6029_MARKER: DD = SURVEY DISK
 AI6029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6029_STAMPING: 3K12 1999
 AI6029_MARK LOGO: WIDT
 AI6029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6029+STABILITY: SURFACE MOTION
 AI6029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6029+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AI6029
 AI6029  HISTORY     - Date     Condition        Report By
 AI6029  HISTORY     - 1999     MONUMENTED       WIDT
 AI6029  HISTORY     - 20031108 GOOD             USPSQD
 AI6029  HISTORY     - 20060523 GOOD             WIDT
 AI6029
 AI6029                          STATION DESCRIPTION
 AI6029
 AI6029'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6029'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTH-NORTHWEST OF WEST
 AI6029'BEND AND 3.2 KM (2.00 MI) NORTHWEST OF KEWASKUM. OWNERSHIP--WISCONSIN
 AI6029'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6029'OF US HIGHWAY 45 WITH STATE HIGHWAY 28 APPROXIMATELY 0.8 KM (0.50 MI)
 AI6029'NORTH OF THE VILLAGE OF KEWASKUM, GO WEST ON STATE HIGHWAY 28 FOR 3.6
 AI6029'KM (2.25 MI) TO TOWNLINE ROAD, CONTINUE WEST ON STATE HIGHWAY 28 FOR
 AI6029'0.7 KM (0.45 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6029'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6029'DISK STAMPED --3K12 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6029'DIAMETER CONCRETE POST PROJECTING APPROXIMATELY 4 CM BELOW THE GROUND
 AI6029'AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 AI6029'11.4 M (37.4 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 28, 64.2 M
 AI6029'(210.6 FT) EAST-SOUTHEAST OF A METAL POST FOR A --R/W-- SIGN, 51.4 M
 AI6029'(168.6 FT) EAST-SOUTHEAST OF THE TOP CENTER OF TELEPHONE CABLE
 AI6029'PEDESTAL --2449--, 8.6 M (28.2 FT) WEST OF THE CENTERLINE OF A FIELD
 AI6029'ENTRANCE, 8.2 M (26.9 FT) SOUTH-SOUTHWEST OF THE TOP CENTER OF
 AI6029'TELEPHONE CABLE PEDESTAL --2248 LP 4--, AND 0.9 M (3.0 FT) NORTH OF A
 AI6029'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6029'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6029
 AI6029                          STATION RECOVERY (2003)
 AI6029
 AI6029'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6029'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 33 FEET EAST OF THE
 AI6029'CENTERLINE OF THE DRIVEWAY TO --W5070--.  CORRECTIONS-- THE TELEPHONE
 AI6029'PEDESTAL IS NUMBERED --2448 LP 4-- AND THE STATION IS 3 FEET SOUTH
 AI6029'(NOT NORTH) OF A WHITE PLASTIC WITNESS POST.
 AI6029
 AI6029                          STATION RECOVERY (2006)
 AI6029
 AI6029'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6029'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M SOUTH, 1.0 M
 AI6029'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6030 ***********************************************************************
 AI6030  DESIGNATION -  3K13
 AI6030  PID         -  AI6030
 AI6030  STATE/COUNTY-  WI/WASHINGTON
 AI6030  COUNTRY     -  US
 AI6030  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6030
 AI6030                         *CURRENT SURVEY CONTROL
 AI6030  ______________________________________________________________________
 AI6030* NAD 83(1986) POSITION- 43 31 43.57   (N) 088 16 09.95   (W)   HD_HELD1
 AI6030* NAVD 88 ORTHO HEIGHT -   324.148 (meters)     1063.48  (feet) ADJUSTED
 AI6030  ______________________________________________________________________
 AI6030  GEOID HEIGHT    -        -35.108 (meters)                     GEOID18
 AI6030  DYNAMIC HEIGHT  -        324.075 (meters)     1063.24  (feet) COMP
 AI6030  MODELED GRAVITY -    980,384.6   (mgal)                       NAVD 88
 AI6030
 AI6030  VERT ORDER      -  SECOND    CLASS I
 AI6030
 AI6030.The horizontal coordinates were determined by differentially corrected
 AI6030.hand held GPS observations or other comparable positioning techniques
 AI6030.and have an estimated accuracy of +/- 3 meters.
 AI6030
 AI6030.The orthometric height was determined by differential leveling and
 AI6030.adjusted by the WI DEPT OF TRANSP
 AI6030.in May 2012.
 AI6030
 AI6030.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6030.GEOID18 height accuracy estimate available here.
 AI6030
 AI6030.Click photographs - Photos may exist for this station.
 AI6030
 AI6030.The dynamic height is computed by dividing the NAVD 88
 AI6030.geopotential number by the normal gravity value computed on the
 AI6030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6030.degrees latitude (g = 980.6199 gals.).
 AI6030
 AI6030.The modeled gravity was interpolated from observed gravity values.
 AI6030
 AI6030;                    North         East    Units  Estimated Accuracy
 AI6030;SPC WI S     -   171,283.6     739,877.1     MT  (+/- 3 meters HH1 GPS) 
 AI6030
 AI6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9742220319(NAD 83)
 AI6030
 AI6030                          SUPERSEDED SURVEY CONTROL
 AI6030
 AI6030  NAVD 88 (04/20/07)  324.119  (m)         1063.38   (f) SUPERSEDED  2 1
 AI6030  NAVD 88 (10/20/00)  324.101  (m)         1063.32   (f) SUPERSEDED  2 1
 AI6030
 AI6030.Superseded values are not recommended for survey control.
 AI6030
 AI6030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6030.See file dsdata.pdf to determine how the superseded data were derived.
 AI6030
 AI6030_MARKER: DD = SURVEY DISK
 AI6030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6030_STAMPING: 3K13 1999
 AI6030_MARK LOGO: WIDT
 AI6030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6030+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AI6030
 AI6030  HISTORY     - Date     Condition        Report By
 AI6030  HISTORY     - 1999     MONUMENTED       WIDT
 AI6030  HISTORY     - 20031108 GOOD             USPSQD
 AI6030  HISTORY     - 20060523 GOOD             WIDT
 AI6030
 AI6030                          STATION DESCRIPTION
 AI6030
 AI6030'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6030'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTH-NORTHWEST OF WEST
 AI6030'BEND AND 3.2 KM (2.00 MI) NORTHWEST OF KEWASKUM. OWNERSHIP--WISCONSIN
 AI6030'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6030'OF US HIGHWAY 45 WITH STATE HIGHWAY 28 APPROXIMATELY 0.8 KM (0.50 MI)
 AI6030'NORTH OF THE VILLAGE OF KEWASKUM, GO WEST ON STATE HIGHWAY 28 FOR 2.7
 AI6030'KM (1.65 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6030'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6030'DISK STAMPED --3K13 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6030'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6030'HIGHWAY PAVEMENT.  THE STATION IS 10.6 M (34.8 FT) SOUTH OF THE
 AI6030'CENTERLINE OF STATE HIGHWAY 28, 52.7 M (172.9 FT) SOUTHEAST OF THE TOP
 AI6030'CENTER OF POWER PEDESTAL --84-4-3570--, 49.8 M (163.4 FT)
 AI6030'WEST-SOUTHWEST OF THE TOP CENTER OF POWER PEDESTAL --84-4-3569--, 44.3
 AI6030'M (145.3 FT) WEST-NORTHWEST OF THE TOP CENTER OF POWER PEDESTAL
 AI6030'--84-4-3568--, 27.7 M (90.9 FT) SOUTH-SOUTHEAST OF A METAL POST FOR A
 AI6030'--R/W-- SIGN, 26.4 M (86.6 FT) SOUTH-SOUTHEAST OF A METAL SIGN POST
 AI6030'FOR PRIVATE RESIDENCE --4660--, AND 1.0 M (3.3 FT) NORTH OF A WHITE
 AI6030'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 AI6030'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6030
 AI6030                          STATION RECOVERY (2003)
 AI6030
 AI6030'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6030'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 MILE WEST OF
 AI6030'HIGHLAND RD. ON HIGHWAY 28 AND ABOUT 21 FEET EAST OF THE EXTENDED
 AI6030'CENTERLINE OF THE DRIVEWAY TO --4660--.
 AI6030
 AI6030                          STATION RECOVERY (2006)
 AI6030
 AI6030'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6030'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 AI6030'WEST, AND 1.0 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- THE
 AI6030'STATION IS 0.4 MILE (NOT 0.5 MILE) WEST OF HIGHLAND ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6196 ***********************************************************************
 AI6196  DESIGNATION -  3K15
 AI6196  PID         -  AI6196
 AI6196  STATE/COUNTY-  WI/FOND DU LAC
 AI6196  COUNTRY     -  US
 AI6196  USGS QUAD   -  LOMIRA (2018)
 AI6196
 AI6196                         *CURRENT SURVEY CONTROL
 AI6196  ______________________________________________________________________
 AI6196* NAD 83(2011) POSITION- 43 35 11.24512(N) 088 22 50.19835(W)   ADJUSTED
 AI6196* NAD 83(2011) ELLIP HT-   291.409 (meters)        (06/27/12)   ADJUSTED
 AI6196* NAD 83(2011) EPOCH   -  2010.00
 AI6196* NAVD 88 ORTHO HEIGHT -   326.669 (meters)     1071.75  (feet) ADJUSTED
 AI6196  ______________________________________________________________________
 AI6196  GEOID HEIGHT    -        -35.256 (meters)                     GEOID18
 AI6196  NAD 83(2011) X  -    130,772.354 (meters)                     COMP
 AI6196  NAD 83(2011) Y  - -4,625,637.880 (meters)                     COMP
 AI6196  NAD 83(2011) Z  -  4,375,125.383 (meters)                     COMP
 AI6196  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 AI6196  DYNAMIC HEIGHT  -        326.597 (meters)     1071.51  (feet) COMP
 AI6196  MODELED GRAVITY -    980,388.1   (mgal)                       NAVD 88
 AI6196
 AI6196  VERT ORDER      -  SECOND    CLASS I
 AI6196
 AI6196  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6196  Standards:
 AI6196         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6196            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6196  -------------------------------------------------------------------
 AI6196  NETWORK    0.54   0.65           0.25   0.18   0.33     -0.03945769
 AI6196  -------------------------------------------------------------------
 AI6196  Click here for local accuracies and other accuracy information.
 AI6196
 AI6196.The horizontal coordinates were established by GPS observations
 AI6196.and adjusted by the National Geodetic Survey in June 2012.
 AI6196
 AI6196.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6196.been affixed to the stable North American tectonic plate. See 
 AI6196.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6196
 AI6196.The horizontal coordinates are valid at the epoch date displayed above
 AI6196.which is a decimal equivalence of Year/Month/Day.
 AI6196
 AI6196.The orthometric height was determined by differential leveling and
 AI6196.adjusted by the WI DEPT OF TRANSP
 AI6196.in May 2012.
 AI6196
 AI6196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6196.GEOID18 height accuracy estimate available here.
 AI6196
 AI6196.Click photographs - Photos may exist for this station.
 AI6196
 AI6196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6196
 AI6196.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6196
 AI6196.The ellipsoidal height was determined by GPS observations
 AI6196.and is referenced to NAD 83.
 AI6196
 AI6196.The dynamic height is computed by dividing the NAVD 88
 AI6196.geopotential number by the normal gravity value computed on the
 AI6196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6196.degrees latitude (g = 980.6199 gals.).
 AI6196
 AI6196.The modeled gravity was interpolated from observed gravity values.
 AI6196
 AI6196. The following values were computed from the NAD 83(2011) position.
 AI6196
 AI6196;                    North         East     Units Scale Factor Converg.
 AI6196;SPC WI S     -   177,510.784   730,767.441   MT  0.99993776   +1 06 45.7
 AI6196;SPC WI S     -   582,383.30  2,397,526.18   sFT  0.99993776   +1 06 45.7
 AI6196;UTM  16      - 4,826,869.101   388,544.298   MT  0.99975280   -0 57 07.0
 AI6196
 AI6196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6196!SPC WI S     -   0.99995431  x   0.99993776  =   0.99989207
 AI6196!UTM  16      -   0.99995431  x   0.99975280  =   0.99970712
 AI6196
 AI6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8854426869(NAD 83)
 AI6196
 AI6196                          SUPERSEDED SURVEY CONTROL
 AI6196
 AI6196  NAD 83(2007)-  43 35 11.24514(N)    088 22 50.19918(W) AD(2002.00) 0
 AI6196  ELLIP H (02/10/07)  291.445  (m)                       GP(2002.00)    
 AI6196  ELLIP H (11/17/00)  291.453  (m)                       GP(       ) 3 2
 AI6196  NAD 83(1997)-  43 35 11.24508(N)    088 22 50.19933(W) AD(       ) 1
 AI6196  ELLIP H (07/06/00)  291.453  (m)                       GP(       ) 2 1
 AI6196  NAVD 88             326.64   (m)         1071.7    (f) LEVELING    3  
 AI6196  NAVD 88 (04/20/07)  326.640  (m)         1071.65   (f) SUPERSEDED  2 1
 AI6196  NAVD 88 (10/20/00)  326.624  (m)         1071.60   (f) SUPERSEDED  2 1
 AI6196  NAVD 88 (07/06/00)  326.63   (m)  GEOID99  model used  GPS OBS        
 AI6196
 AI6196.Superseded values are not recommended for survey control.
 AI6196
 AI6196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6196.See file dsdata.pdf to determine how the superseded data were derived.
 AI6196
 AI6196_MARKER: DD = SURVEY DISK
 AI6196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6196_STAMPING: 3K15 1999
 AI6196_MARK LOGO: WIDT
 AI6196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6196+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6196
 AI6196  HISTORY     - Date     Condition        Report By
 AI6196  HISTORY     - 1999     MONUMENTED       WIDT
 AI6196  HISTORY     - 20030709 GOOD             USPSQD
 AI6196  HISTORY     - 20050428 GOOD             WIDT
 AI6196  HISTORY     - 20060924 GOOD             USPSQD
 AI6196
 AI6196                          STATION DESCRIPTION
 AI6196
 AI6196'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6196'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTH-SOUTHEAST OF
 AI6196'FOND DU LAC, AND 8.0 KM (4.95 MI) WEST-SOUTHWEST OF CAMPBELLSPORT.
 AI6196'OWNERSHIP--TOWN OF ASHFORD.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6196'COUNTY HIGHWAY V AND W (FOND DU LAC AVENUE) WITH STATE HIGHWAY 67
 AI6196'(MAIN STREET) IN THE VILLAGE OF CAMPBELLSPORT, GO NORTH ON STATE
 AI6196'HIGHWAY 67/ COUNTY HIGHWAY V AND W (FOND DU LAC AVENUE) FOR 0.3 KM
 AI6196'(0.20 MI) TO STATE HIGHWAY 67 SOUTH (SHEBOYGAN AVENUE) , TURN LEFT AND
 AI6196'GO WEST ON STATE HIGHWAY 67 (SHEBOYGAN AVENUE) FOR 8.2 KM (5.10 MI) TO
 AI6196'PLEASANT HILL DRIVE ON THE LEFT, TURN LEFT AND GO SOUTH ON PLEASANT
 AI6196'HILL DRIVE FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE
 AI6196'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6196'SURVEY CONTROL STATION DISK STAMPED --3K15 1999-- AND SET IN THE TOP
 AI6196'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6196'ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 4.3 M
 AI6196'(14.1 FT) EAST OF THE CENTERLINE OF PLEASANT HILL DRIVE, 68 M (223.1
 AI6196'FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 67, 25.2 M (82.7 FT)
 AI6196'NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE --DOYLE CONTRACTORS
 AI6196'INC.--, 6.0 M (19.7 FT) EAST-NORTHEAST OF THE EXTENDED CENTERLINE OF A
 AI6196'FIELD ENTRANCE, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS
 AI6196'POST.
 AI6196
 AI6196                          STATION RECOVERY (2003)
 AI6196
 AI6196'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6196'RECOVERED IN GOOD CONDITION.
 AI6196
 AI6196                          STATION RECOVERY (2005)
 AI6196
 AI6196'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6196'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS-- FROM THE
 AI6196'JUNCTION OF HIGHWAYS 41 AND 67 EAST OF LOMIRA, GO EAST ON HIGHWAY 67
 AI6196'FOR 0.2 MILE TO COUNTY HIGHWAY H ON THE RIGHT.  CONTINUE EAST ON
 AI6196'HIGHWAY 67 FOR 1.3 MILES TO THE FOND DU LAC COUNTY LINE.  CONTINUE
 AI6196'EAST FOR 0.9 MILE TO PLEASANT HILL DRIVE ON THE RIGHT.  GO SOUTH ON
 AI6196'PLEASANT HILL DRIVE FOR 68 M TO THE STATION ON THE LEFT.
 AI6196'ADD-- THE STATION IS 1 M WEST, 1 M NORTH, AND 1 M SOUTH OF THREE WHITE
 AI6196'PLASTIC WITNESS POSTS.
 AI6196
 AI6196                          STATION RECOVERY (2006)
 AI6196
 AI6196'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6197 ***********************************************************************
 AI6197  DESIGNATION -  3K16
 AI6197  PID         -  AI6197
 AI6197  STATE/COUNTY-  WI/FOND DU LAC
 AI6197  COUNTRY     -  US
 AI6197  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6197
 AI6197                         *CURRENT SURVEY CONTROL
 AI6197  ______________________________________________________________________
 AI6197* NAD 83(2011) POSITION- 43 35 13.69721(N) 088 21 43.93947(W)   ADJUSTED
 AI6197* NAD 83(2011) ELLIP HT-   280.918 (meters)        (06/27/12)   ADJUSTED
 AI6197* NAD 83(2011) EPOCH   -  2010.00
 AI6197* NAVD 88 ORTHO HEIGHT -   316.169 (meters)     1037.30  (feet) ADJUSTED
 AI6197  ______________________________________________________________________
 AI6197  GEOID HEIGHT    -        -35.253 (meters)                     GEOID18
 AI6197  NAD 83(2011) X  -    132,256.542 (meters)                     COMP
 AI6197  NAD 83(2011) Y  - -4,625,535.880 (meters)                     COMP
 AI6197  NAD 83(2011) Z  -  4,375,172.968 (meters)                     COMP
 AI6197  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 AI6197  DYNAMIC HEIGHT  -        316.099 (meters)     1037.07  (feet) COMP
 AI6197  MODELED GRAVITY -    980,387.9   (mgal)                       NAVD 88
 AI6197
 AI6197  VERT ORDER      -  SECOND    CLASS I
 AI6197
 AI6197  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6197  Standards:
 AI6197         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6197            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6197  -------------------------------------------------------------------
 AI6197  NETWORK    0.63   0.73           0.29   0.21   0.37     -0.03206982
 AI6197  -------------------------------------------------------------------
 AI6197  Click here for local accuracies and other accuracy information.
 AI6197
 AI6197.The horizontal coordinates were established by GPS observations
 AI6197.and adjusted by the National Geodetic Survey in June 2012.
 AI6197
 AI6197.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6197.been affixed to the stable North American tectonic plate. See 
 AI6197.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6197
 AI6197.The horizontal coordinates are valid at the epoch date displayed above
 AI6197.which is a decimal equivalence of Year/Month/Day.
 AI6197
 AI6197.The orthometric height was determined by differential leveling and
 AI6197.adjusted by the WI DEPT OF TRANSP
 AI6197.in May 2012.
 AI6197
 AI6197.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6197.GEOID18 height accuracy estimate available here.
 AI6197
 AI6197.Click photographs - Photos may exist for this station.
 AI6197
 AI6197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6197
 AI6197.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6197
 AI6197.The ellipsoidal height was determined by GPS observations
 AI6197.and is referenced to NAD 83.
 AI6197
 AI6197.The dynamic height is computed by dividing the NAVD 88
 AI6197.geopotential number by the normal gravity value computed on the
 AI6197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6197.degrees latitude (g = 980.6199 gals.).
 AI6197
 AI6197.The modeled gravity was interpolated from observed gravity values.
 AI6197
 AI6197. The following values were computed from the NAD 83(2011) position.
 AI6197
 AI6197;                    North         East     Units Scale Factor Converg.
 AI6197;SPC WI S     -   177,615.468   732,252.008   MT  0.99993780   +1 07 31.2
 AI6197;SPC WI S     -   582,726.75  2,402,396.80   sFT  0.99993780   +1 07 31.2
 AI6197;UTM  16      - 4,826,920.224   390,031.395   MT  0.99974875   -0 56 21.4
 AI6197
 AI6197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6197!SPC WI S     -   0.99995595  x   0.99993780  =   0.99989375
 AI6197!UTM  16      -   0.99995595  x   0.99974875  =   0.99970471
 AI6197
 AI6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9003126920(NAD 83)
 AI6197
 AI6197                          SUPERSEDED SURVEY CONTROL
 AI6197
 AI6197  NAD 83(2007)-  43 35 13.69723(N)    088 21 43.94030(W) AD(2002.00) 0
 AI6197  ELLIP H (02/10/07)  280.954  (m)                       GP(2002.00)    
 AI6197  ELLIP H (11/17/00)  280.963  (m)                       GP(       ) 3 2
 AI6197  NAD 83(1997)-  43 35 13.69718(N)    088 21 43.94046(W) AD(       ) 1
 AI6197  ELLIP H (07/06/00)  280.963  (m)                       GP(       ) 2 1
 AI6197  NAVD 88             316.14   (m)         1037.2    (f) LEVELING    3  
 AI6197  NAVD 88 (04/20/07)  316.140  (m)         1037.20   (f) SUPERSEDED  2 1
 AI6197  NAVD 88 (10/20/00)  316.124  (m)         1037.15   (f) SUPERSEDED  2 1
 AI6197  NAVD 88 (07/06/00)  316.13   (m)  GEOID99  model used  GPS OBS        
 AI6197
 AI6197.Superseded values are not recommended for survey control.
 AI6197
 AI6197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6197.See file dsdata.pdf to determine how the superseded data were derived.
 AI6197
 AI6197_MARKER: DD = SURVEY DISK
 AI6197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6197_STAMPING: 3K16 1999
 AI6197_MARK LOGO: WIDT
 AI6197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6197+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6197
 AI6197  HISTORY     - Date     Condition        Report By
 AI6197  HISTORY     - 1999     MONUMENTED       WIDT
 AI6197  HISTORY     - 20030709 GOOD             USPSQD
 AI6197  HISTORY     - 20050428 GOOD             WIDT
 AI6197  HISTORY     - 20060924 GOOD             USPSQD
 AI6197
 AI6197                          STATION DESCRIPTION
 AI6197
 AI6197'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6197'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHEAST OF FOND DU
 AI6197'LAC, AND 6.4 KM (3.95 MI) WEST-SOUTHWEST OF CAMPBELLSPORT.
 AI6197'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6197'STATION FROM THE JUNCTION OF COUNTY HIGHWAY V AND W (FOND DU LAC
 AI6197'AVENUE) WITH STATE HIGHWAY 67 (MAIN STREET) IN THE VILLAGE OF
 AI6197'CAMPBELLSPORT, GO NORTH ON STATE HIGHWAY 67/ COUNTY HIGHWAY V AND W
 AI6197'(FOND DU LAC AVENUE) FOR 0.3 KM (0.20 MI) TO STATE HIGHWAY 67 SOUTH
 AI6197'(SHEBOYGAN AVENUE) , TURN LEFT AND GO WEST ON STATE HIGHWAY 67
 AI6197'(SHEBOYGAN AVENUE) FOR 6.6 KM (4.10 MI) TO WILLOW LANE, CONTINUE WEST
 AI6197'ON STATE HIGHWAY 67 FOR 0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 AI6197'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6197'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3K16 1999-- AND SET IN
 AI6197'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6197'GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.9
 AI6197'M (32.5 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 67, 39.9 M (130.9
 AI6197'FT) WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W4128--,
 AI6197'29.2 M (95.8 FT) EAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 AI6197'--W4138--, 24.1 M (79.1 FT) EAST OF CAUTION BURIED TELEPHONE CABLE
 AI6197'SIGN, AND 0.4 M (1.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI6197
 AI6197                          STATION RECOVERY (2003)
 AI6197
 AI6197'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6197'RECOVERED IN GOOD CONDITION.
 AI6197
 AI6197                          STATION RECOVERY (2005)
 AI6197
 AI6197'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6197'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 1999 DESCRIPTION--
 AI6197'THE STATION IS 8.9 M (NOT 9.9 M) NORTH OF THE CENTERLINE OF HIGHWAY
 AI6197'67.  ADD--  THE STATION IS 0.4 M SOUTH, 1 M NORTHWEST, AND 1 M
 AI6197'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6197
 AI6197                          STATION RECOVERY (2006)
 AI6197
 AI6197'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6198 ***********************************************************************
 AI6198  DESIGNATION -  3K17
 AI6198  PID         -  AI6198
 AI6198  STATE/COUNTY-  WI/FOND DU LAC
 AI6198  COUNTRY     -  US
 AI6198  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6198
 AI6198                         *CURRENT SURVEY CONTROL
 AI6198  ______________________________________________________________________
 AI6198* NAD 83(2011) POSITION- 43 35 26.27297(N) 088 20 29.94471(W)   ADJUSTED
 AI6198* NAD 83(2011) ELLIP HT-   273.274 (meters)        (06/27/12)   ADJUSTED
 AI6198* NAD 83(2011) EPOCH   -  2010.00
 AI6198* NAVD 88 ORTHO HEIGHT -   308.526 (meters)     1012.22  (feet) ADJUSTED
 AI6198  ______________________________________________________________________
 AI6198  GEOID HEIGHT    -        -35.258 (meters)                     GEOID18
 AI6198  NAD 83(2011) X  -    133,907.978 (meters)                     COMP
 AI6198  NAD 83(2011) Y  - -4,625,215.105 (meters)                     COMP
 AI6198  NAD 83(2011) Z  -  4,375,448.825 (meters)                     COMP
 AI6198  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 AI6198  DYNAMIC HEIGHT  -        308.457 (meters)     1012.00  (feet) COMP
 AI6198  MODELED GRAVITY -    980,387.8   (mgal)                       NAVD 88
 AI6198
 AI6198  VERT ORDER      -  SECOND    CLASS I
 AI6198
 AI6198  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6198  Standards:
 AI6198         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6198            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6198  -------------------------------------------------------------------
 AI6198  NETWORK    0.68   0.78           0.31   0.23   0.40     -0.05654707
 AI6198  -------------------------------------------------------------------
 AI6198  Click here for local accuracies and other accuracy information.
 AI6198
 AI6198.The horizontal coordinates were established by GPS observations
 AI6198.and adjusted by the National Geodetic Survey in June 2012.
 AI6198
 AI6198.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6198.been affixed to the stable North American tectonic plate. See 
 AI6198.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6198
 AI6198.The horizontal coordinates are valid at the epoch date displayed above
 AI6198.which is a decimal equivalence of Year/Month/Day.
 AI6198
 AI6198.The orthometric height was determined by differential leveling and
 AI6198.adjusted by the WI DEPT OF TRANSP
 AI6198.in May 2012.
 AI6198
 AI6198.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6198.GEOID18 height accuracy estimate available here.
 AI6198
 AI6198.Click photographs - Photos may exist for this station.
 AI6198
 AI6198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6198
 AI6198.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6198
 AI6198.The ellipsoidal height was determined by GPS observations
 AI6198.and is referenced to NAD 83.
 AI6198
 AI6198.The dynamic height is computed by dividing the NAVD 88
 AI6198.geopotential number by the normal gravity value computed on the
 AI6198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6198.degrees latitude (g = 980.6199 gals.).
 AI6198
 AI6198.The modeled gravity was interpolated from observed gravity values.
 AI6198
 AI6198. The following values were computed from the NAD 83(2011) position.
 AI6198
 AI6198;                    North         East     Units Scale Factor Converg.
 AI6198;SPC WI S     -   178,036.287   733,903.817   MT  0.99993800   +1 08 22.0
 AI6198;SPC WI S     -   584,107.38  2,407,816.11   sFT  0.99993800   +1 08 22.0
 AI6198;UTM  16      - 4,827,281.192   391,696.974   MT  0.99974428   -0 55 30.6
 AI6198
 AI6198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6198!SPC WI S     -   0.99995715  x   0.99993800  =   0.99989515
 AI6198!UTM  16      -   0.99995715  x   0.99974428  =   0.99970144
 AI6198
 AI6198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9169627281(NAD 83)
 AI6198
 AI6198                          SUPERSEDED SURVEY CONTROL
 AI6198
 AI6198  NAD 83(2007)-  43 35 26.27298(N)    088 20 29.94554(W) AD(2002.00) 0
 AI6198  ELLIP H (02/10/07)  273.310  (m)                       GP(2002.00)    
 AI6198  ELLIP H (11/17/00)  273.319  (m)                       GP(       ) 3 2
 AI6198  NAD 83(1997)-  43 35 26.27293(N)    088 20 29.94572(W) AD(       ) 1
 AI6198  ELLIP H (07/06/00)  273.319  (m)                       GP(       ) 2 1
 AI6198  NAVD 88             308.50   (m)         1012.1    (f) LEVELING    3  
 AI6198  NAVD 88 (04/20/07)  308.497  (m)         1012.13   (f) SUPERSEDED  2 1
 AI6198  NAVD 88 (10/20/00)  308.480  (m)         1012.07   (f) SUPERSEDED  2 1
 AI6198  NAVD 88 (07/06/00)  308.48   (m)  GEOID99  model used  GPS OBS        
 AI6198
 AI6198.Superseded values are not recommended for survey control.
 AI6198
 AI6198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6198.See file dsdata.pdf to determine how the superseded data were derived.
 AI6198
 AI6198_MARKER: DD = SURVEY DISK
 AI6198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6198_STAMPING: 3K17 1999
 AI6198_MARK LOGO: WIDT
 AI6198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6198+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6198
 AI6198  HISTORY     - Date     Condition        Report By
 AI6198  HISTORY     - 1999     MONUMENTED       WIDT
 AI6198  HISTORY     - 20030709 GOOD             USPSQD
 AI6198  HISTORY     - 20050413 GOOD             WIDT
 AI6198  HISTORY     - 20060924 GOOD             USPSQD
 AI6198
 AI6198                          STATION DESCRIPTION
 AI6198
 AI6198'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6198'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHEAST OF FOND DU
 AI6198'LAC, AND 4.8 KM (3.00 MI) WEST-SOUTHWEST OF CAMPBELLSPORT.
 AI6198'OWNERSHIP--TOWN OF ASHFORD.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6198'COUNTY HIGHWAY V AND W (FOND DU LAC AVENUE) WITH STATE HIGHWAY 67
 AI6198'(MAIN STREET) IN THE VILLAGE OF CAMPBELLSPORT, GO NORTH ON STATE
 AI6198'HIGHWAY 67/ COUNTY HIGHWAY V AND W (FOND DU LAC AVENUE) FOR 0.3 KM
 AI6198'(0.20 MI) TO STATE HIGHWAY 67 SOUTH (SHEBOYGAN AVENUE) , TURN LEFT AND
 AI6198'GO WEST ON STATE HIGHWAY 67 (SHEBOYGAN AVENUE) FOR 4.75 KM (2.95 MI)
 AI6198'TO ROLLING DRIVE ON THE LEFT, TURN LEFT AND GO SOUTH ON ROLLING DRIVE
 AI6198'FOR 0.2 KM (0.10 MI) TO THE ASHFORD TOWN HALL ACCESS ROAD ON THE
 AI6198'RIGHT, TURN RIGHT AND GO WEST ON THE ASHFORD TOWN HALL ACCESS ROAD FOR
 AI6198'0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6198'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6198'DISK STAMPED --3K17 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6198'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6198'ROAD PAVEMENT.  THE STATION IS 8.0 M (26.2 FT) NORTHWEST OF THE
 AI6198'CENTERLINE OF ASHFORD TOWN HALL ACCESS ROAD, 47.7 M (156.5 FT)
 AI6198'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 67, 40.9 M (134.2 FT)
 AI6198'EAST OF POWER POLE --87-00359--, 22.3 M (73.2 FT) SOUTH OF LIGHT POLE,
 AI6198'7.7 M (25.3 FT) SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF PARKING LOT TO
 AI6198'ASHFORD TOWN HALL.
 AI6198
 AI6198                          STATION RECOVERY (2003)
 AI6198
 AI6198'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6198'RECOVERED IN GOOD CONDITION.
 AI6198
 AI6198                          STATION RECOVERY (2005)
 AI6198
 AI6198'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6198'RECOVERED IN GOOD CONDITION.
 AI6198
 AI6198                          STATION RECOVERY (2006)
 AI6198
 AI6198'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6199 ***********************************************************************
 AI6199  DESIGNATION -  3K18
 AI6199  PID         -  AI6199
 AI6199  STATE/COUNTY-  WI/FOND DU LAC
 AI6199  COUNTRY     -  US
 AI6199  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6199
 AI6199                         *CURRENT SURVEY CONTROL
 AI6199  ______________________________________________________________________
 AI6199* NAD 83(2011) POSITION- 43 35 52.14787(N) 088 20 12.96322(W)   ADJUSTED
 AI6199* NAD 83(2011) ELLIP HT-   272.506 (meters)        (06/27/12)   ADJUSTED
 AI6199* NAD 83(2011) EPOCH   -  2010.00
 AI6199* NAVD 88 ORTHO HEIGHT -   307.775 (meters)     1009.76  (feet) ADJUSTED
 AI6199  ______________________________________________________________________
 AI6199  GEOID HEIGHT    -        -35.275 (meters)                     GEOID18
 AI6199  NAD 83(2011) X  -    134,272.768 (meters)                     COMP
 AI6199  NAD 83(2011) Y  - -4,624,653.074 (meters)                     COMP
 AI6199  NAD 83(2011) Z  -  4,376,026.670 (meters)                     COMP
 AI6199  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 AI6199  DYNAMIC HEIGHT  -        307.707 (meters)     1009.54  (feet) COMP
 AI6199  MODELED GRAVITY -    980,388.0   (mgal)                       NAVD 88
 AI6199
 AI6199  VERT ORDER      -  SECOND    CLASS I
 AI6199
 AI6199  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6199  Standards:
 AI6199         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6199            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6199  -------------------------------------------------------------------
 AI6199  NETWORK    0.69   0.78           0.32   0.23   0.40     -0.07065734
 AI6199  -------------------------------------------------------------------
 AI6199  Click here for local accuracies and other accuracy information.
 AI6199
 AI6199.The horizontal coordinates were established by GPS observations
 AI6199.and adjusted by the National Geodetic Survey in June 2012.
 AI6199
 AI6199.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6199.been affixed to the stable North American tectonic plate. See 
 AI6199.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6199
 AI6199.The horizontal coordinates are valid at the epoch date displayed above
 AI6199.which is a decimal equivalence of Year/Month/Day.
 AI6199
 AI6199.The orthometric height was determined by differential leveling and
 AI6199.adjusted by the WI DEPT OF TRANSP
 AI6199.in May 2012.
 AI6199
 AI6199.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6199.GEOID18 height accuracy estimate available here.
 AI6199
 AI6199.Click photographs - Photos may exist for this station.
 AI6199
 AI6199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6199
 AI6199.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6199
 AI6199.The ellipsoidal height was determined by GPS observations
 AI6199.and is referenced to NAD 83.
 AI6199
 AI6199.The dynamic height is computed by dividing the NAVD 88
 AI6199.geopotential number by the normal gravity value computed on the
 AI6199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6199.degrees latitude (g = 980.6199 gals.).
 AI6199
 AI6199.The modeled gravity was interpolated from observed gravity values.
 AI6199
 AI6199. The following values were computed from the NAD 83(2011) position.
 AI6199
 AI6199;                    North         East     Units Scale Factor Converg.
 AI6199;SPC WI S     -   178,842.224   734,268.725   MT  0.99993842   +1 08 33.7
 AI6199;SPC WI S     -   586,751.53  2,409,013.31   sFT  0.99993842   +1 08 33.7
 AI6199;UTM  16      - 4,828,073.304   392,090.604   MT  0.99974323   -0 55 19.3
 AI6199
 AI6199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6199!SPC WI S     -   0.99995727  x   0.99993842  =   0.99989569
 AI6199!UTM  16      -   0.99995727  x   0.99974323  =   0.99970051
 AI6199
 AI6199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9209028073(NAD 83)
 AI6199
 AI6199                          SUPERSEDED SURVEY CONTROL
 AI6199
 AI6199  NAD 83(2007)-  43 35 52.14788(N)    088 20 12.96405(W) AD(2002.00) 0
 AI6199  ELLIP H (02/10/07)  272.543  (m)                       GP(2002.00)    
 AI6199  ELLIP H (11/17/00)  272.551  (m)                       GP(       ) 3 2
 AI6199  NAD 83(1997)-  43 35 52.14783(N)    088 20 12.96424(W) AD(       ) 1
 AI6199  ELLIP H (07/06/00)  272.551  (m)                       GP(       ) 2 1
 AI6199  NAVD 88             307.75   (m)         1009.7    (f) LEVELING    3  
 AI6199  NAVD 88 (04/20/07)  307.746  (m)         1009.66   (f) SUPERSEDED  2 1
 AI6199  NAVD 88 (10/20/00)  307.729  (m)         1009.61   (f) SUPERSEDED  2 1
 AI6199  NAVD 88 (07/06/00)  307.73   (m)  GEOID99  model used  GPS OBS        
 AI6199
 AI6199.Superseded values are not recommended for survey control.
 AI6199
 AI6199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6199.See file dsdata.pdf to determine how the superseded data were derived.
 AI6199
 AI6199_MARKER: DD = SURVEY DISK
 AI6199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6199_STAMPING: 3K18 1999
 AI6199_MARK LOGO: WIDT
 AI6199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6199+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6199
 AI6199  HISTORY     - Date     Condition        Report By
 AI6199  HISTORY     - 1999     MONUMENTED       WIDT
 AI6199  HISTORY     - 20030709 GOOD             USPSQD
 AI6199  HISTORY     - 20050428 GOOD             WIDT
 AI6199  HISTORY     - 20060924 GOOD             USPSQD
 AI6199
 AI6199                          STATION DESCRIPTION
 AI6199
 AI6199'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6199'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHEAST OF FOND DU
 AI6199'LAC, AND 4.8 KM (3.00 MI) WEST OF CAMPBELLSPORT.  OWNERSHIP--TOWN OF
 AI6199'ASHFORD.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY V
 AI6199'AND W (FOND DU LAC AVENUE) WITH STATE HIGHWAY 67 (MAIN STREET) IN THE
 AI6199'VILLAGE OF CAMPBELLSPORT, GO NORTH ON STATE HIGHWAY 67/ COUNTY HIGHWAY
 AI6199'V AND W (FOND DU LAC AVENUE) FOR 0.3 KM (0.20 MI) TO STATE HIGHWAY 67
 AI6199'SOUTH (SHEBOYGAN AVENUE) , TURN LEFT AND GO WEST ON STATE HIGHWAY 67
 AI6199'(SHEBOYGAN AVENUE) FOR 4.10 KM (2.55 MI) TO THE WEST END OF CANARY
 AI6199'LANE ON THE RIGHT, TURN RIGHT AND GO NORTH ON CANARY LANE FOR 30 M
 AI6199'(98.4 FT) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6199'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6199'DISK STAMPED --3K18 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6199'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT)
 AI6199'ABOVE THE ROAD PAVEMENT.  THE STATION IS 11.4 M (37.4 FT) NORTHWEST OF
 AI6199'THE CENTERLINE OF CANARY LANE, 29.1 M (95.5 FT) NORTHWEST OF THE
 AI6199'CENTERLINE OF STATE HIGHWAY 67, 21.4 M (70.2 FT) NORTHEAST OF WOOD
 AI6199'POST FOR --STOP-- SIGN, 19.7 M (64.6 FT) NORTHWEST OF METAL POST FOR
 AI6199'--CANARY LANE-- STREET SIGN, 8.1 M (26.6 FT) WEST OF CENTERLINE OF
 AI6199'FIELD ENTRANCE, 5.6 M (18.4 FT) WEST-NORTHWEST OF WEST END OF 45 CM
 AI6199'(18-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, AND 0.6 M (2.0 FT)
 AI6199'EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 AI6199
 AI6199                          STATION RECOVERY (2003)
 AI6199
 AI6199'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6199'RECOVERED IN GOOD CONDITION.
 AI6199
 AI6199                          STATION RECOVERY (2005)
 AI6199
 AI6199'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6199'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS LOCATED NORTHWEST
 AI6199'OF THE WESTERN BRANCH OF CANARY LANE, ABOUT 9 CM BELOW GROUND LEVEL,
 AI6199'AND 0.6 M EAST-SOUTHEAST, 1 M NORTHWEST, AND 1 M SOUTHWEST OF THREE
 AI6199'WHITE PLASTIC WITNESS POSTS.
 AI6199
 AI6199                          STATION RECOVERY (2006)
 AI6199
 AI6199'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6199'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6200 ***********************************************************************
 AI6200  DESIGNATION -  3K19
 AI6200  PID         -  AI6200
 AI6200  STATE/COUNTY-  WI/FOND DU LAC
 AI6200  COUNTRY     -  US
 AI6200  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6200
 AI6200                         *CURRENT SURVEY CONTROL
 AI6200  ______________________________________________________________________
 AI6200* NAD 83(2011) POSITION- 43 35 59.62164(N) 088 19 20.66033(W)   ADJUSTED
 AI6200* NAD 83(2011) ELLIP HT-   290.153 (meters)        (06/27/12)   ADJUSTED
 AI6200* NAD 83(2011) EPOCH   -  2010.00
 AI6200* NAVD 88 ORTHO HEIGHT -   325.428 (meters)     1067.68  (feet) ADJUSTED
 AI6200  ______________________________________________________________________
 AI6200  GEOID HEIGHT    -        -35.277 (meters)                     GEOID18
 AI6200  NAD 83(2011) X  -    135,441.161 (meters)                     COMP
 AI6200  NAD 83(2011) Y  - -4,624,472.650 (meters)                     COMP
 AI6200  NAD 83(2011) Z  -  4,376,205.886 (meters)                     COMP
 AI6200  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 AI6200  DYNAMIC HEIGHT  -        325.356 (meters)     1067.44  (feet) COMP
 AI6200  MODELED GRAVITY -    980,387.8   (mgal)                       NAVD 88
 AI6200
 AI6200  VERT ORDER      -  SECOND    CLASS I
 AI6200
 AI6200  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6200  Standards:
 AI6200         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6200            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6200  -------------------------------------------------------------------
 AI6200  NETWORK    0.67   0.74           0.31   0.22   0.38     -0.06916582
 AI6200  -------------------------------------------------------------------
 AI6200  Click here for local accuracies and other accuracy information.
 AI6200
 AI6200.The horizontal coordinates were established by GPS observations
 AI6200.and adjusted by the National Geodetic Survey in June 2012.
 AI6200
 AI6200.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6200.been affixed to the stable North American tectonic plate. See 
 AI6200.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6200
 AI6200.The horizontal coordinates are valid at the epoch date displayed above
 AI6200.which is a decimal equivalence of Year/Month/Day.
 AI6200
 AI6200.The orthometric height was determined by differential leveling and
 AI6200.adjusted by the WI DEPT OF TRANSP
 AI6200.in May 2012.
 AI6200
 AI6200.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6200.GEOID18 height accuracy estimate available here.
 AI6200
 AI6200.Click photographs - Photos may exist for this station.
 AI6200
 AI6200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6200
 AI6200.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6200
 AI6200.The ellipsoidal height was determined by GPS observations
 AI6200.and is referenced to NAD 83.
 AI6200
 AI6200.The dynamic height is computed by dividing the NAVD 88
 AI6200.geopotential number by the normal gravity value computed on the
 AI6200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6200.degrees latitude (g = 980.6199 gals.).
 AI6200
 AI6200.The modeled gravity was interpolated from observed gravity values.
 AI6200
 AI6200. The following values were computed from the NAD 83(2011) position.
 AI6200
 AI6200;                    North         East     Units Scale Factor Converg.
 AI6200;SPC WI S     -   179,096.317   735,436.902   MT  0.99993854   +1 09 09.6
 AI6200;SPC WI S     -   587,585.17  2,412,845.90   sFT  0.99993854   +1 09 09.6
 AI6200;UTM  16      - 4,828,285.103   393,266.946   MT  0.99974012   -0 54 43.3
 AI6200
 AI6200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6200!SPC WI S     -   0.99995450  x   0.99993854  =   0.99989305
 AI6200!UTM  16      -   0.99995450  x   0.99974012  =   0.99969463
 AI6200
 AI6200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9326628285(NAD 83)
 AI6200
 AI6200                          SUPERSEDED SURVEY CONTROL
 AI6200
 AI6200  NAD 83(2007)-  43 35 59.62166(N)    088 19 20.66116(W) AD(2002.00) 0
 AI6200  ELLIP H (02/10/07)  290.189  (m)                       GP(2002.00)    
 AI6200  ELLIP H (11/17/00)  290.198  (m)                       GP(       ) 3 2
 AI6200  NAD 83(1997)-  43 35 59.62160(N)    088 19 20.66137(W) AD(       ) 1
 AI6200  ELLIP H (07/06/00)  290.198  (m)                       GP(       ) 2 1
 AI6200  NAVD 88             325.40   (m)         1067.6    (f) LEVELING    3  
 AI6200  NAVD 88 (04/20/07)  325.399  (m)         1067.58   (f) SUPERSEDED  2 1
 AI6200  NAVD 88 (10/20/00)  325.382  (m)         1067.52   (f) SUPERSEDED  2 1
 AI6200  NAVD 88 (07/06/00)  325.38   (m)  GEOID99  model used  GPS OBS        
 AI6200
 AI6200.Superseded values are not recommended for survey control.
 AI6200
 AI6200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6200.See file dsdata.pdf to determine how the superseded data were derived.
 AI6200
 AI6200_MARKER: DD = SURVEY DISK
 AI6200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6200_STAMPING: 3K19 1999
 AI6200_MARK LOGO: WIDT
 AI6200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6200+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6200
 AI6200  HISTORY     - Date     Condition        Report By
 AI6200  HISTORY     - 1999     MONUMENTED       WIDT
 AI6200  HISTORY     - 20030709 GOOD             USPSQD
 AI6200  HISTORY     - 20050428 GOOD             WIDT
 AI6200  HISTORY     - 20060924 GOOD             USPSQD
 AI6200
 AI6200                          STATION DESCRIPTION
 AI6200
 AI6200'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6200'THE STATION IS LOCATED ABOUT 23.3 KM (14.45 MI) SOUTHEAST OF FOND DU
 AI6200'LAC, AND 2.4 KM (1.50 MI) WEST-NORTHWEST OF CAMPBELLSPORT.
 AI6200'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6200'STATION FROM THE JUNCTION OF COUNTY HIGHWAY V AND W (FOND DU LAC
 AI6200'AVENUE) WITH STATE HIGHWAY 67 (MAIN STREET) IN THE VILLAGE OF
 AI6200'CAMPBELLSPORT, GO NORTH ON STATE HIGHWAY 67/ COUNTY HIGHWAY V AND W
 AI6200'(FOND DU LAC AVENUE) FOR 0.3 KM (0.20 MI) TO STATE HIGHWAY 67 SOUTH
 AI6200'(SHEBOYGAN AVENUE) , TURN LEFT AND GO WEST ON STATE HIGHWAY 67
 AI6200'(SHEBOYGAN AVENUE) FOR 1.1 KM (0.70 MI) TO BEECHNUT ROAD ON THE RIGHT,
 AI6200'CONTINUE WEST ON STATE HIGHWAY 67 FOR 1.8 KM (1.10 MI) TO THE STATION
 AI6200'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6200'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3K19
 AI6200'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6200'FLUSH WITH THE GROUND AND ABOUT 3 M (9.8 FT) ABOVE THE HIGHWAY
 AI6200'PAVEMENT.  THE STATION IS 13.1 M (43.0 FT) NORTH OF THE CENTERLINE OF
 AI6200'STATE HIGHWAY 67, 47.9 M (157.2 FT) NORTHWEST OF POWER POLE --79-11679
 AI6200'55/3--, 46 M (150.9 FT) NORTHEAST OF POWER POLE --80-04310 40-4--, 16
 AI6200'M (52.5 FT) NORTHWEST OF EXTENDED CENTERLINE OF FIELD ENTRANCE, AND
 AI6200'0.6 M (2.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI6200
 AI6200                          STATION RECOVERY (2003)
 AI6200
 AI6200'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6200'RECOVERED IN GOOD CONDITION.
 AI6200
 AI6200                          STATION RECOVERY (2005)
 AI6200
 AI6200'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6200'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS ABOUT 72 M WEST OF
 AI6200'THE CENTERLINE OF THE WESTERNMOST OF TWO DRIVEWAYS TO RESIDENCE AT
 AI6200'--W3315-- , AND 0.6 M SOUTH, 1 M WEST, AND 1 M EAST OF THREE WHITE
 AI6200'PLASTIC WITNESS POSTS.  NOTE-- 7 CM OF THE CONCRETE POST EXPOSED ON
 AI6200'THE SOUTH SIDE AND POWER POLE NUMBER --79-11679-- IS LOCATED AT THE
 AI6200'NORTHWEST CORNER OF A CINDER BLOCK BUILDING.
 AI6200
 AI6200                          STATION RECOVERY (2006)
 AI6200
 AI6200'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6201 ***********************************************************************
 AI6201  DESIGNATION -  3K20
 AI6201  PID         -  AI6201
 AI6201  STATE/COUNTY-  WI/FOND DU LAC
 AI6201  COUNTRY     -  US
 AI6201  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6201
 AI6201                         *CURRENT SURVEY CONTROL
 AI6201  ______________________________________________________________________
 AI6201* NAD 83(2011) POSITION- 43 36 07.19151(N) 088 17 34.26402(W)   ADJUSTED
 AI6201* NAD 83(2011) ELLIP HT-   287.107 (meters)        (06/27/12)   ADJUSTED
 AI6201* NAD 83(2011) EPOCH   -  2010.00
 AI6201* NAVD 88 ORTHO HEIGHT -   322.383 (meters)     1057.68  (feet) ADJUSTED
 AI6201  ______________________________________________________________________
 AI6201  GEOID HEIGHT    -        -35.278 (meters)                     GEOID18
 AI6201  NAD 83(2011) X  -    137,821.691 (meters)                     COMP
 AI6201  NAD 83(2011) Y  - -4,624,238.916 (meters)                     COMP
 AI6201  NAD 83(2011) Z  -  4,376,372.974 (meters)                     COMP
 AI6201  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 AI6201  DYNAMIC HEIGHT  -        322.311 (meters)     1057.45  (feet) COMP
 AI6201  MODELED GRAVITY -    980,387.2   (mgal)                       NAVD 88
 AI6201
 AI6201  VERT ORDER      -  SECOND    CLASS I
 AI6201
 AI6201  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6201  Standards:
 AI6201         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6201            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6201  -------------------------------------------------------------------
 AI6201  NETWORK    0.58   0.67           0.27   0.19   0.34     -0.05633244
 AI6201  -------------------------------------------------------------------
 AI6201  Click here for local accuracies and other accuracy information.
 AI6201
 AI6201.The horizontal coordinates were established by GPS observations
 AI6201.and adjusted by the National Geodetic Survey in June 2012.
 AI6201
 AI6201.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6201.been affixed to the stable North American tectonic plate. See 
 AI6201.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6201
 AI6201.The horizontal coordinates are valid at the epoch date displayed above
 AI6201.which is a decimal equivalence of Year/Month/Day.
 AI6201
 AI6201.The orthometric height was determined by differential leveling and
 AI6201.adjusted by the WI DEPT OF TRANSP
 AI6201.in May 2012.
 AI6201
 AI6201.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6201.GEOID18 height accuracy estimate available here.
 AI6201
 AI6201.Click photographs - Photos may exist for this station.
 AI6201
 AI6201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6201
 AI6201.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6201
 AI6201.The ellipsoidal height was determined by GPS observations
 AI6201.and is referenced to NAD 83.
 AI6201
 AI6201.The dynamic height is computed by dividing the NAVD 88
 AI6201.geopotential number by the normal gravity value computed on the
 AI6201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6201.degrees latitude (g = 980.6199 gals.).
 AI6201
 AI6201.The modeled gravity was interpolated from observed gravity values.
 AI6201
 AI6201. The following values were computed from the NAD 83(2011) position.
 AI6201
 AI6201;                    North         East     Units Scale Factor Converg.
 AI6201;SPC WI S     -   179,378.302   737,817.809   MT  0.99993867   +1 10 22.8
 AI6201;SPC WI S     -   588,510.31  2,420,657.26   sFT  0.99993867   +1 10 22.8
 AI6201;UTM  16      - 4,828,481.086   395,655.985   MT  0.99973392   -0 53 30.1
 AI6201
 AI6201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6201!SPC WI S     -   0.99995498  x   0.99993867  =   0.99989365
 AI6201!UTM  16      -   0.99995498  x   0.99973392  =   0.99968891
 AI6201
 AI6201:                Primary Azimuth Mark                     Grid Az
 AI6201:SPC WI S     -  CAMPBELLSPORT GPS AZ MK                  358 31 57.6
 AI6201:UTM  16      -  CAMPBELLSPORT GPS AZ MK                  000 35 50.5
 AI6201
 AI6201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9565528481(NAD 83)
 AI6201
 AI6201|---------------------------------------------------------------------|
 AI6201| PID    Reference Object                     Distance      Geod. Az  |
 AI6201|                                                           dddmmss.s |
 AI6201| AI5978 CAMPBELLSPORT GPS AZ MK             APPROX. 0.6 KM 3594220.4 |
 AI6201|---------------------------------------------------------------------|
 AI6201
 AI6201                          SUPERSEDED SURVEY CONTROL
 AI6201
 AI6201  NAD 83(2007)-  43 36 07.19153(N)    088 17 34.26485(W) AD(2002.00) 0
 AI6201  ELLIP H (02/10/07)  287.143  (m)                       GP(2002.00)    
 AI6201  ELLIP H (11/17/00)  287.152  (m)                       GP(       ) 3 2
 AI6201  NAD 83(1997)-  43 36 07.19147(N)    088 17 34.26506(W) AD(       ) 1
 AI6201  ELLIP H (07/06/00)  287.152  (m)                       GP(       ) 2 1
 AI6201  NAVD 88             322.35   (m)         1057.6    (f) LEVELING    3  
 AI6201  NAVD 88 (04/20/07)  322.353  (m)         1057.59   (f) SUPERSEDED  2 1
 AI6201  NAVD 88 (10/20/00)  322.336  (m)         1057.53   (f) SUPERSEDED  2 1
 AI6201  NAVD 88 (07/06/00)  322.34   (m)  GEOID99  model used  GPS OBS        
 AI6201
 AI6201.Superseded values are not recommended for survey control.
 AI6201
 AI6201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6201.See file dsdata.pdf to determine how the superseded data were derived.
 AI6201
 AI6201_MARKER: DD = SURVEY DISK
 AI6201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6201_STAMPING: 3K20 1999
 AI6201_MARK LOGO: WIDT
 AI6201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6201+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6201
 AI6201  HISTORY     - Date     Condition        Report By
 AI6201  HISTORY     - 1999     MONUMENTED       WIDT
 AI6201  HISTORY     - 20030709 GOOD             USPSQD
 AI6201  HISTORY     - 20050413 GOOD             WIDT
 AI6201  HISTORY     - 20060924 GOOD             USPSQD
 AI6201
 AI6201                          STATION DESCRIPTION
 AI6201
 AI6201'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6201'THE STATION IS LOCATED ABOUT 24.9 KM (15.45 MI) SOUTHEAST OF FOND DU
 AI6201'LAC, IN CAMPBELLSPORT.  OWNERSHIP--CAMPBELLSPORT SCHOOL DISTRICT.  TO
 AI6201'REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY V AND W (FOND DU
 AI6201'LAC AVENUE) WITH STATE HIGHWAY 67 (MAIN STREET) IN THE VILLAGE OF
 AI6201'CAMPBELLSPORT, GO NORTH ON STATE HIGHWAY 67/ COUNTY HIGHWAY V AND W
 AI6201'(FOND DU LAC AVENUE) FOR 0.3 KM (0.20 MI) TO STATE HIGHWAY 67 SOUTH
 AI6201'(SHEBOYGAN AVENUE) , TURN LEFT AND GO WEST ON STATE HIGHWAY 67
 AI6201'(SHEBOYGAN AVENUE) FOR 0.3 KM (0.20 MI) TO THE WEST ENTRANCE TO
 AI6201'CAMPBELLSPORT HIGH SCHOOL SOUTHWEST PARKING LOT, TURN RIGHT INTO
 AI6201'PARKING LOT AND GO WEST 0.2 KM (0.10 MI) TO THE NORTHWEST CORNER OF
 AI6201'THE PARKING LOT AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6201'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6201'DISK STAMPED --3K20 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6201'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6201'PARKING LOT PAVEMENT.  THE STATION IS 2.6 M (8.5 FT) SOUTHWEST OF THE
 AI6201'CENTERLINE OF THE MAINTENANCE ACCESS ROAD, 34.1 M (111.9 FT) NORTHWEST
 AI6201'OF THE EAST GATE POST OF THE MAINTENANCE ACCESS ROAD, 23.9 M (78.4 FT)
 AI6201'NORTHWEST OF TELEPHONE POLE, 21.9 M (71.9 FT) EAST-SOUTHEAST OF
 AI6201'TELEPHONE, 14.1 M (46.3 FT) NORTHEAST OF EASTERN MOST RAIL.
 AI6201
 AI6201                          STATION RECOVERY (2003)
 AI6201
 AI6201'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6201'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 AI6201'ABOUT 48 FEET SOUTHWEST OF THE LEFT FIELD FOUL POLE.
 AI6201
 AI6201                          STATION RECOVERY (2005)
 AI6201
 AI6201'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6201'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 15.8 M (52 FT)
 AI6201'SOUTHWEST OF THE LEFT FIELD FOUL POLE.  NOTE-- THERE ARE NO LONGER ANY
 AI6201'TELEPHONE POLES AND RAILROAD TRACKS PRESENT.
 AI6201
 AI6201                          STATION RECOVERY (2006)
 AI6201
 AI6201'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6202 ***********************************************************************
 AI6202  DESIGNATION -  3K21
 AI6202  PID         -  AI6202
 AI6202  STATE/COUNTY-  WI/FOND DU LAC
 AI6202  COUNTRY     -  US
 AI6202  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6202
 AI6202                         *CURRENT SURVEY CONTROL
 AI6202  ______________________________________________________________________
 AI6202* NAD 83(2011) POSITION- 43 36 00.57729(N) 088 16 32.17282(W)   ADJUSTED
 AI6202* NAD 83(2011) ELLIP HT-   278.005 (meters)        (06/27/12)   ADJUSTED
 AI6202* NAD 83(2011) EPOCH   -  2010.00
 AI6202* NAVD 88 ORTHO HEIGHT -   313.275 (meters)     1027.80  (feet) ADJUSTED
 AI6202  ______________________________________________________________________
 AI6202  GEOID HEIGHT    -        -35.272 (meters)                     GEOID18
 AI6202  NAD 83(2011) X  -    139,217.742 (meters)                     COMP
 AI6202  NAD 83(2011) Y  - -4,624,331.348 (meters)                     COMP
 AI6202  NAD 83(2011) Z  -  4,376,218.867 (meters)                     COMP
 AI6202  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 AI6202  DYNAMIC HEIGHT  -        313.205 (meters)     1027.57  (feet) COMP
 AI6202  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 AI6202
 AI6202  VERT ORDER      -  SECOND    CLASS I
 AI6202
 AI6202  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6202  Standards:
 AI6202         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6202            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6202  -------------------------------------------------------------------
 AI6202  NETWORK    0.62   0.73           0.29   0.20   0.37     -0.09932678
 AI6202  -------------------------------------------------------------------
 AI6202  Click here for local accuracies and other accuracy information.
 AI6202
 AI6202.The horizontal coordinates were established by GPS observations
 AI6202.and adjusted by the National Geodetic Survey in June 2012.
 AI6202
 AI6202.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6202.been affixed to the stable North American tectonic plate. See 
 AI6202.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6202
 AI6202.The horizontal coordinates are valid at the epoch date displayed above
 AI6202.which is a decimal equivalence of Year/Month/Day.
 AI6202
 AI6202.The orthometric height was determined by differential leveling and
 AI6202.adjusted by the WI DEPT OF TRANSP
 AI6202.in May 2012.
 AI6202
 AI6202.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6202.GEOID18 height accuracy estimate available here.
 AI6202
 AI6202.Click photographs - Photos may exist for this station.
 AI6202
 AI6202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6202
 AI6202.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6202
 AI6202.The ellipsoidal height was determined by GPS observations
 AI6202.and is referenced to NAD 83.
 AI6202
 AI6202.The dynamic height is computed by dividing the NAVD 88
 AI6202.geopotential number by the normal gravity value computed on the
 AI6202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6202.degrees latitude (g = 980.6199 gals.).
 AI6202
 AI6202.The modeled gravity was interpolated from observed gravity values.
 AI6202
 AI6202. The following values were computed from the NAD 83(2011) position.
 AI6202
 AI6202;                    North         East     Units Scale Factor Converg.
 AI6202;SPC WI S     -   179,202.878   739,214.225   MT  0.99993856   +1 11 05.4
 AI6202;SPC WI S     -   587,934.78  2,425,238.67   sFT  0.99993856   +1 11 05.4
 AI6202;UTM  16      - 4,828,255.514   397,044.887   MT  0.99973038   -0 52 47.1
 AI6202
 AI6202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6202!SPC WI S     -   0.99995641  x   0.99993856  =   0.99989497
 AI6202!UTM  16      -   0.99995641  x   0.99973038  =   0.99968680
 AI6202
 AI6202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9704428255(NAD 83)
 AI6202
 AI6202                          SUPERSEDED SURVEY CONTROL
 AI6202
 AI6202  NAD 83(2007)-  43 36 00.57731(N)    088 16 32.17365(W) AD(2002.00) 0
 AI6202  ELLIP H (02/10/07)  278.042  (m)                       GP(2002.00)    
 AI6202  ELLIP H (11/17/00)  278.050  (m)                       GP(       ) 3 2
 AI6202  NAD 83(1997)-  43 36 00.57724(N)    088 16 32.17389(W) AD(       ) 1
 AI6202  ELLIP H (07/06/00)  278.050  (m)                       GP(       ) 2 1
 AI6202  NAVD 88             313.25   (m)         1027.7    (f) LEVELING    3  
 AI6202  NAVD 88 (04/20/07)  313.246  (m)         1027.71   (f) SUPERSEDED  2 1
 AI6202  NAVD 88 (10/20/00)  313.229  (m)         1027.65   (f) SUPERSEDED  2 1
 AI6202  NAVD 88 (07/06/00)  313.23   (m)  GEOID99  model used  GPS OBS        
 AI6202
 AI6202.Superseded values are not recommended for survey control.
 AI6202
 AI6202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6202.See file dsdata.pdf to determine how the superseded data were derived.
 AI6202
 AI6202_MARKER: DD = SURVEY DISK
 AI6202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6202_STAMPING: 3K21 1999
 AI6202_MARK LOGO: WIDT
 AI6202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6202+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6202
 AI6202  HISTORY     - Date     Condition        Report By
 AI6202  HISTORY     - 1999     MONUMENTED       WIDT
 AI6202  HISTORY     - 20030709 GOOD             USPSQD
 AI6202  HISTORY     - 20050413 GOOD             WIDT
 AI6202  HISTORY     - 20060923 GOOD             USPSQD
 AI6202
 AI6202                          STATION DESCRIPTION
 AI6202
 AI6202'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6202'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) SOUTHEAST OF FOND DU
 AI6202'LAC IN CAMPBELLSPORT.  OWNERSHIP--VILLAGE OF CAMPBELLSPORT.  TO REACH
 AI6202'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67 (MAIN STREET) WITH
 AI6202'COUNTY HIGHWAY W AND COUNTY HIGHWAY V (FOND DU LAC AVENUE) IN THE
 AI6202'VILLAGE OF CAMPBELLSPORT, GO EAST ON STATE HIGHWAY 67 (MAIN STREET)
 AI6202'FOR 0.6 KM (0.35 MI) TO HELENA STREET TURN LEFT AND GO NORTH ON HELENA
 AI6202'STREET FOR 0.2 KM (0.10 MI) TO MILL STREET CONTINUE NORTH ON HELENA
 AI6202'STREET FOR 0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION
 AI6202'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 AI6202'CONTROL STATION DISK STAMPED --3K21 1999-- AND SET IN THE TOP OF A 41
 AI6202'CM (16-INCH) DIAMETER CONCRETE POST 5 CM (2-INCHES) BELOW THE GROUND
 AI6202'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 62 M (203.4
 AI6202'FT) EAST OF THE CENTERLINE OF HELENA STREET, 35.0 M (114.8 FT)
 AI6202'NORTHEAST OF THE NORTHEAST MASONRY CORNER OF CAMPBELLSPORT LIBRARY,
 AI6202'3.7 M (12.1 FT) SOUTH OF ASPHALT BICYCLE PATH, 1.5 M (4.9 FT) NORTH OF
 AI6202'THE NORTH EDGE OF PAVEMENT OF CAMPBELLSPORT LIBRARY PARKING LOT.
 AI6202'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 AI6202'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A LIGHT POLE IN THE
 AI6202'SOUTHWEST QUADRANT EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 AI6202
 AI6202                          STATION RECOVERY (2003)
 AI6202
 AI6202'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6202'RECOVERED IN GOOD CONDITION.
 AI6202
 AI6202                          STATION RECOVERY (2005)
 AI6202
 AI6202'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6202'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8.7 M EAST OF THE
 AI6202'EASTERN SIDE OF A WOODEN FENCED-IN TRASH BIN AREA, NORTH OF THE
 AI6202'LIBRARY PARKING LOT, AND 3.7 M  SOUTH OF AN ASPHALT BICYCLE PATH.
 AI6202
 AI6202                          STATION RECOVERY (2006)
 AI6202
 AI6202'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6203 ***********************************************************************
 AI6203  DESIGNATION -  3K22
 AI6203  PID         -  AI6203
 AI6203  STATE/COUNTY-  WI/FOND DU LAC
 AI6203  COUNTRY     -  US
 AI6203  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6203
 AI6203                         *CURRENT SURVEY CONTROL
 AI6203  ______________________________________________________________________
 AI6203* NAD 83(2011) POSITION- 43 36 20.60914(N) 088 15 49.93730(W)   ADJUSTED
 AI6203* NAD 83(2011) ELLIP HT-   269.546 (meters)        (06/27/12)   ADJUSTED
 AI6203* NAD 83(2011) EPOCH   -  2010.00
 AI6203* NAVD 88 ORTHO HEIGHT -   304.829 (meters)     1000.09  (feet) ADJUSTED
 AI6203  ______________________________________________________________________
 AI6203  GEOID HEIGHT    -        -35.285 (meters)                     GEOID18
 AI6203  NAD 83(2011) X  -    140,151.530 (meters)                     COMP
 AI6203  NAD 83(2011) Y  - -4,623,870.432 (meters)                     COMP
 AI6203  NAD 83(2011) Z  -  4,376,660.736 (meters)                     COMP
 AI6203  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 AI6203  DYNAMIC HEIGHT  -        304.761 (meters)      999.87  (feet) COMP
 AI6203  MODELED GRAVITY -    980,387.4   (mgal)                       NAVD 88
 AI6203
 AI6203  VERT ORDER      -  SECOND    CLASS I
 AI6203
 AI6203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6203  Standards:
 AI6203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6203  -------------------------------------------------------------------
 AI6203  NETWORK    0.52   0.63           0.24   0.17   0.32     -0.10356613
 AI6203  -------------------------------------------------------------------
 AI6203  Click here for local accuracies and other accuracy information.
 AI6203
 AI6203.The horizontal coordinates were established by GPS observations
 AI6203.and adjusted by the National Geodetic Survey in June 2012.
 AI6203
 AI6203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6203.been affixed to the stable North American tectonic plate. See 
 AI6203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6203
 AI6203.The horizontal coordinates are valid at the epoch date displayed above
 AI6203.which is a decimal equivalence of Year/Month/Day.
 AI6203
 AI6203.The orthometric height was determined by differential leveling and
 AI6203.adjusted by the WI DEPT OF TRANSP
 AI6203.in May 2012.
 AI6203
 AI6203.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6203.GEOID18 height accuracy estimate available here.
 AI6203
 AI6203.Click photographs - Photos may exist for this station.
 AI6203
 AI6203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6203
 AI6203.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6203
 AI6203.The ellipsoidal height was determined by GPS observations
 AI6203.and is referenced to NAD 83.
 AI6203
 AI6203.The dynamic height is computed by dividing the NAVD 88
 AI6203.geopotential number by the normal gravity value computed on the
 AI6203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6203.degrees latitude (g = 980.6199 gals.).
 AI6203
 AI6203.The modeled gravity was interpolated from observed gravity values.
 AI6203
 AI6203. The following values were computed from the NAD 83(2011) position.
 AI6203
 AI6203;                    North         East     Units Scale Factor Converg.
 AI6203;SPC WI S     -   179,840.589   740,148.375   MT  0.99993890   +1 11 34.4
 AI6203;SPC WI S     -   590,027.00  2,428,303.46   sFT  0.99993890   +1 11 34.4
 AI6203;UTM  16      - 4,828,859.030   398,001.205   MT  0.99972797   -0 52 18.3
 AI6203
 AI6203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6203!SPC WI S     -   0.99995773  x   0.99993890  =   0.99989664
 AI6203!UTM  16      -   0.99995773  x   0.99972797  =   0.99968572
 AI6203
 AI6203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9800128859(NAD 83)
 AI6203
 AI6203                          SUPERSEDED SURVEY CONTROL
 AI6203
 AI6203  NAD 83(2007)-  43 36 20.60916(N)    088 15 49.93812(W) AD(2002.00) 0
 AI6203  ELLIP H (02/10/07)  269.583  (m)                       GP(2002.00)    
 AI6203  ELLIP H (11/17/00)  269.592  (m)                       GP(       ) 3 2
 AI6203  NAD 83(1997)-  43 36 20.60910(N)    088 15 49.93839(W) AD(       ) 1
 AI6203  ELLIP H (07/06/00)  269.592  (m)                       GP(       ) 2 1
 AI6203  NAVD 88             304.80   (m)         1000.0    (f) LEVELING    3  
 AI6203  NAVD 88 (04/20/07)  304.799  (m)          999.99   (f) SUPERSEDED  2 1
 AI6203  NAVD 88 (10/20/00)  304.782  (m)          999.94   (f) SUPERSEDED  2 1
 AI6203  NAVD 88 (07/06/00)  304.78   (m)  GEOID99  model used  GPS OBS        
 AI6203
 AI6203.Superseded values are not recommended for survey control.
 AI6203
 AI6203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6203.See file dsdata.pdf to determine how the superseded data were derived.
 AI6203
 AI6203_MARKER: DD = SURVEY DISK
 AI6203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6203_STAMPING: 3K22 1999
 AI6203_MARK LOGO: WIDT
 AI6203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6203+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6203
 AI6203  HISTORY     - Date     Condition        Report By
 AI6203  HISTORY     - 1999     MONUMENTED       WIDT
 AI6203  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 AI6203  HISTORY     - 20050422 GOOD             WIDT
 AI6203  HISTORY     - 20060923 GOOD             USPSQD
 AI6203
 AI6203                          STATION DESCRIPTION
 AI6203
 AI6203'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6203'THE STATION IS LOCATED ABOUT 24.9 KM (15.45 MI) SOUTHEAST OF FOND DU
 AI6203'LAC AND 0.8 KM (0.50 MI) EAST OF CAMBELLSPORT.  OWNERSHIP--WISCONSIN
 AI6203'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6203'OF STATE HIGHWAY 67 (MAIN STREET) WITH COUNTY HIGHWAY W AND COUNTY
 AI6203'HIGHWAY V (FOND DU LAC AVENUE) IN THE VILLAGE OF CAMBELLSPORT, GO EAST
 AI6203'ON STATE HIGHWAY 67 (MAIN STREET) FOR 1.8 KM (1.10 MI) TO SHALE AVENUE
 AI6203'ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON SHALE AVENUE FOR 32.9 M
 AI6203'(107.9 FT) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6203'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6203'DISK STAMPED --3K22 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6203'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6203'ROAD PAVEMENT.  THE STATION IS 32.9 M (107.9 FT) EAST OF THE
 AI6203'CENTERLINE OF STATE HIGHWAY 67, 10.4 M (34.1 FT) NORTH OF THE
 AI6203'CENTERLINE OF SHALE AVENUE, 5.5 M (18.0 FT) WEST OF THE NORTH END OF A
 AI6203'60 CM (23-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE.  ---NOTE---
 AI6203'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15
 AI6203'DEGREES ABOVE THE HORIZON.
 AI6203
 AI6203                          STATION RECOVERY (2003)
 AI6203
 AI6203'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6203'STATION NOT FOUND.  IT MAY BE BURIED UNDER A DECORATIVE ROCK GARDEN.
 AI6203
 AI6203                          STATION RECOVERY (2005)
 AI6203
 AI6203'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6203'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN A ROCK GARDEN,
 AI6203'2.1 M EAST OF THE BASE OF A LARGE 8-TON BOULDER LABELED --STONEY CREEK
 AI6203'HEIGHTS-- AND 1 M NORTHWEST OF THE SOUTHEASTERN EDGE OF THE ROCK
 AI6203'GARDEN.  NOTE-- THE SHEET OF PLASTIC UNDER THE THIN LAYER OF ROCKS HAS
 AI6203'BEEN CUT AWAY EXPOSING THE STATION.
 AI6203
 AI6203                          STATION RECOVERY (2006)
 AI6203
 AI6203'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6204 ***********************************************************************
 AI6204  DESIGNATION -  3K23
 AI6204  PID         -  AI6204
 AI6204  STATE/COUNTY-  WI/FOND DU LAC
 AI6204  COUNTRY     -  US
 AI6204  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6204
 AI6204                         *CURRENT SURVEY CONTROL
 AI6204  ______________________________________________________________________
 AI6204* NAD 83(1986) POSITION- 43 36 51.4    (N) 088 15 11.2    (W)   HD_HELD2
 AI6204* NAVD 88 ORTHO HEIGHT -   320.918 (meters)     1052.88  (feet) ADJUSTED
 AI6204  ______________________________________________________________________
 AI6204  GEOID HEIGHT    -        -35.303 (meters)                     GEOID18
 AI6204  DYNAMIC HEIGHT  -        320.846 (meters)     1052.64  (feet) COMP
 AI6204  MODELED GRAVITY -    980,387.8   (mgal)                       NAVD 88
 AI6204
 AI6204  VERT ORDER      -  SECOND    CLASS I
 AI6204
 AI6204.The horizontal coordinates were established by autonomous hand held GPS
 AI6204.observations and have an estimated accuracy of +/- 10 meters.
 AI6204
 AI6204.The orthometric height was determined by differential leveling and
 AI6204.adjusted by the WI DEPT OF TRANSP
 AI6204.in May 2012.
 AI6204
 AI6204.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6204.GEOID18 height accuracy estimate available here.
 AI6204
 AI6204.Click photographs - Photos may exist for this station.
 AI6204
 AI6204.The dynamic height is computed by dividing the NAVD 88
 AI6204.geopotential number by the normal gravity value computed on the
 AI6204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6204.degrees latitude (g = 980.6199 gals.).
 AI6204
 AI6204.The modeled gravity was interpolated from observed gravity values.
 AI6204
 AI6204;                    North         East    Units  Estimated Accuracy
 AI6204;SPC WI S     -   180,809.      740,997.      MT  (+/- 10 meters HH2 GPS)
 AI6204
 AI6204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9888329795(NAD 83)
 AI6204
 AI6204                          SUPERSEDED SURVEY CONTROL
 AI6204
 AI6204  NAVD 88 (04/20/07)  320.889  (m)         1052.78   (f) SUPERSEDED  2 1
 AI6204  NAVD 88 (10/20/00)  320.872  (m)         1052.73   (f) SUPERSEDED  2 1
 AI6204
 AI6204.Superseded values are not recommended for survey control.
 AI6204
 AI6204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6204.See file dsdata.pdf to determine how the superseded data were derived.
 AI6204
 AI6204_MARKER: DD = SURVEY DISK
 AI6204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6204_STAMPING: 3K23 1999
 AI6204_MARK LOGO: WIDT
 AI6204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6204+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6204
 AI6204  HISTORY     - Date     Condition        Report By
 AI6204  HISTORY     - 1999     MONUMENTED       WIDT
 AI6204  HISTORY     - 20030709 GOOD             USPSQD
 AI6204  HISTORY     - 20050504 GOOD             WIDT
 AI6204  HISTORY     - 20060923 GOOD             USPSQD
 AI6204
 AI6204                          STATION DESCRIPTION
 AI6204
 AI6204'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6204'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) SOUTHEAST OF FOND DU
 AI6204'LAC AND 1.6 KM (1.00 MI) NORTHEAST OF CAMBELLSPORT.
 AI6204'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6204'STATION FROM THE JUNCTION OF STATE HIGHWAY 67 (MAIN STREET) WITH
 AI6204'COUNTY HIGHWAY W AND COUNTY HIGHWAY V (FOND DU LAC AVENUE) IN THE
 AI6204'VILLAGE OF CAMBELLSPORT, GO EAST ON STATE HIGHWAY 67 (MAIN STREET) FOR
 AI6204'3.1 KM (1.90 MI) TO RIVER ROAD ON THE LEFT CONTINUE EAST ON STATE
 AI6204'HIGHWAY 67 FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.  OR FROM
 AI6204'THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 67, ABOUT 4.0 KM
 AI6204'(2.50 MI) NORTHEAST OF CAMBELLSPORT, GO WEST ON STATE HIGHWAY 67 FOR
 AI6204'0.8 KM (0.50 MI) TO LOVERS ROAD ON THE LEFT, CONTINUE WEST ON STATE
 AI6204'HIGHWAY 67 FOR 0.5 KM (0.30 MI) TO THE STATION ON THE RIGHT.  THE
 AI6204'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6204'SURVEY CONTROL STATION DISK STAMPED --3K23 1999-- AND SET IN THE TOP
 AI6204'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6204'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.2 M (40.0
 AI6204'FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 67, 27.3 M (89.6 FT)
 AI6204'NORTHEAST OF TELEPHONE PEDESTAL --3976--, 20.2 M (66.3 FT) SOUTHWEST
 AI6204'OF A METAL POST FOR A --CAUTION UNDERGROUND CABLE-- SIGN, AND 1.0 M
 AI6204'(3.3 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST. ---NOTE--- THIS
 AI6204'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES
 AI6204'ABOVE THE HORIZON.
 AI6204
 AI6204                          STATION RECOVERY (2003)
 AI6204
 AI6204'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6204'RECOVERED IN GOOD CONDITION.
 AI6204
 AI6204                          STATION RECOVERY (2005)
 AI6204
 AI6204'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6204'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12 CM ABOVE GROUND
 AI6204'LEVEL, AND 1 M SOUTHEAST, 1 M NORTHEAST, AND 1 M SOUTHWEST OF THREE
 AI6204'WHITE PLASTIC WITNESS POSTS.
 AI6204
 AI6204                          STATION RECOVERY (2006)
 AI6204
 AI6204'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7767 ***********************************************************************
 DE7767  DESIGNATION -  3K24
 DE7767  PID         -  DE7767
 DE7767  STATE/COUNTY-  WI/FOND DU LAC
 DE7767  COUNTRY     -  US
 DE7767  USGS QUAD   -  KEWASKUM (2018)
 DE7767
 DE7767                         *CURRENT SURVEY CONTROL
 DE7767  ______________________________________________________________________
 DE7767* NAD 83(1986) POSITION- 43 33 23.5    (N) 088 13 13.5    (W)   HD_HELD2
 DE7767* NAVD 88 ORTHO HEIGHT -   301.099 (meters)      987.86  (feet) ADJUSTED
 DE7767  ______________________________________________________________________
 DE7767  GEOID HEIGHT    -        -35.177 (meters)                     GEOID18
 DE7767  DYNAMIC HEIGHT  -        301.031 (meters)      987.63  (feet) COMP
 DE7767  MODELED GRAVITY -    980,386.5   (mgal)                       NAVD 88
 DE7767
 DE7767  VERT ORDER      -  SECOND    CLASS I
 DE7767
 DE7767.The horizontal coordinates were established by autonomous hand held GPS
 DE7767.observations and have an estimated accuracy of +/- 10 meters.
 DE7767
 DE7767.The orthometric height was determined by differential leveling and
 DE7767.adjusted by the WI DEPT OF TRANSP
 DE7767.in May 2012.
 DE7767
 DE7767.No vertical observational check was made to the station.
 DE7767
 DE7767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7767.GEOID18 height accuracy estimate available here.
 DE7767
 DE7767.Click photographs - Photos may exist for this station.
 DE7767
 DE7767.The dynamic height is computed by dividing the NAVD 88
 DE7767.geopotential number by the normal gravity value computed on the
 DE7767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7767.degrees latitude (g = 980.6199 gals.).
 DE7767
 DE7767.The modeled gravity was interpolated from observed gravity values.
 DE7767
 DE7767;                    North         East    Units  Estimated Accuracy
 DE7767;SPC WI S     -   174,450.      743,772.      MT  (+/- 10 meters HH2 GPS)
 DE7767
 DE7767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0142723342(NAD 83)
 DE7767
 DE7767                          SUPERSEDED SURVEY CONTROL
 DE7767
 DE7767  NAVD 88 (04/20/07)  301.082  (m)          987.80   (f) SUPERSEDED  2 1
 DE7767  NAVD 88 (05/16/03)  301.053  (m)          987.70   (f) SUPERSEDED  2 1
 DE7767
 DE7767.Superseded values are not recommended for survey control.
 DE7767
 DE7767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7767.See file dsdata.pdf to determine how the superseded data were derived.
 DE7767
 DE7767_MARKER: DD = SURVEY DISK
 DE7767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7767_STAMPING: 3K24 2001
 DE7767_MARK LOGO: WIDT
 DE7767_PROJECTION: FLUSH
 DE7767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7767+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 DE7767
 DE7767  HISTORY     - Date     Condition        Report By
 DE7767  HISTORY     - 2000     MONUMENTED       WIDT
 DE7767  HISTORY     - 20030708 GOOD             USPSQD
 DE7767  HISTORY     - 20050907 GOOD             WIDT
 DE7767  HISTORY     - 20061006 GOOD             USPSQD
 DE7767
 DE7767                          STATION DESCRIPTION
 DE7767
 DE7767'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7767'THE STATION IS LOCATED ABOUT 16 KM NORTH-NORTHWEST OF WEST BEND AND 4
 DE7767'KM NORTH-NORTHEAST OF KEWASKUM.  OWNERSHIP--TOWN OF AUBURN.  TO REACH
 DE7767'THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 28
 DE7767'ABOUT 1 KM NORTH OF THE VILLAGE OF KEWASKUM, GO NORTH ON US HIGHWAY
 DE7767'45 FOR 3.2 KM TO OLD BRIDGE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST
 DE7767'FOR 1.6 KM TO COUNTY HIGHWAY G, TURN RIGHT AND GO SOUTH FOR 0.1 KM TO
 DE7767'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7767'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7767'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7767'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.5 M EAST
 DE7767'OF THE CENTERLINE OF COUNTY HIGHWAY G, 44 M NORTH OF THE EXTENDED
 DE7767'CENTERLINE OF PRIVATE ENTRANCE --N460--, 43.6 M SOUTHEAST OF POWER
 DE7767'POLE --70-25484 40-5--, 23.1 M NORTHEAST OF THE NORTHEAST CORNER OF
 DE7767'TELEPHONE PEDESTAL --2003--, 4 M WEST OF A CULTIVATED FIELD, AND 0.6
 DE7767'M WEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 DE7767'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7767'HORIZON.
 DE7767
 DE7767                          STATION RECOVERY (2003)
 DE7767
 DE7767'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7767'RECOVERED IN GOOD CONDITION.
 DE7767
 DE7767                          STATION RECOVERY (2005)
 DE7767
 DE7767'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7767'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M WEST, 1.0 M
 DE7767'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7767
 DE7767                          STATION RECOVERY (2006)
 DE7767
 DE7767'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7768 ***********************************************************************
 DE7768  DESIGNATION -  3K25
 DE7768  PID         -  DE7768
 DE7768  STATE/COUNTY-  WI/FOND DU LAC
 DE7768  COUNTRY     -  US
 DE7768  USGS QUAD   -  KEWASKUM (2018)
 DE7768
 DE7768                         *CURRENT SURVEY CONTROL
 DE7768  ______________________________________________________________________
 DE7768* NAD 83(1986) POSITION- 43 33 01.1    (N) 088 12 09.6    (W)   HD_HELD2
 DE7768* NAVD 88 ORTHO HEIGHT -   297.131 (meters)      974.84  (feet) ADJUSTED
 DE7768  ______________________________________________________________________
 DE7768  GEOID HEIGHT    -        -35.167 (meters)                     GEOID18
 DE7768  DYNAMIC HEIGHT  -        297.064 (meters)      974.62  (feet) COMP
 DE7768  MODELED GRAVITY -    980,387.0   (mgal)                       NAVD 88
 DE7768
 DE7768  VERT ORDER      -  SECOND    CLASS I
 DE7768
 DE7768.The horizontal coordinates were established by autonomous hand held GPS
 DE7768.observations and have an estimated accuracy of +/- 10 meters.
 DE7768
 DE7768.The orthometric height was determined by differential leveling and
 DE7768.adjusted by the WI DEPT OF TRANSP
 DE7768.in May 2012.
 DE7768
 DE7768.No vertical observational check was made to the station.
 DE7768
 DE7768.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7768.GEOID18 height accuracy estimate available here.
 DE7768
 DE7768.Click photographs - Photos may exist for this station.
 DE7768
 DE7768.The dynamic height is computed by dividing the NAVD 88
 DE7768.geopotential number by the normal gravity value computed on the
 DE7768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7768.degrees latitude (g = 980.6199 gals.).
 DE7768
 DE7768.The modeled gravity was interpolated from observed gravity values.
 DE7768
 DE7768;                    North         East    Units  Estimated Accuracy
 DE7768;SPC WI S     -   173,790.      745,221.      MT  (+/- 10 meters HH2 GPS)
 DE7768
 DE7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0285122630(NAD 83)
 DE7768
 DE7768                          SUPERSEDED SURVEY CONTROL
 DE7768
 DE7768  NAVD 88 (04/20/07)  297.114  (m)          974.78   (f) SUPERSEDED  2 1
 DE7768  NAVD 88 (05/16/03)  297.089  (m)          974.70   (f) SUPERSEDED  2 1
 DE7768
 DE7768.Superseded values are not recommended for survey control.
 DE7768
 DE7768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7768.See file dsdata.pdf to determine how the superseded data were derived.
 DE7768
 DE7768_MARKER: DD = SURVEY DISK
 DE7768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7768_STAMPING: 3K25 2001
 DE7768_MARK LOGO: WIDT
 DE7768_PROJECTION: FLUSH
 DE7768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7768+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 DE7768
 DE7768  HISTORY     - Date     Condition        Report By
 DE7768  HISTORY     - 2000     MONUMENTED       WIDT
 DE7768  HISTORY     - 20030708 GOOD             USPSQD
 DE7768  HISTORY     - 20050907 GOOD             WIDT
 DE7768  HISTORY     - 20061006 GOOD             USPSQD
 DE7768
 DE7768                          STATION DESCRIPTION
 DE7768
 DE7768'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7768'THE STATION IS LOCATED ABOUT 14 KM NORTH-NORTHWEST OF WEST BEND AND 4
 DE7768'KM NORTHEAST OF KEWASKUM.  OWNERSHIP--TOWN OF AUBURN.  TO REACH THE
 DE7768'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 28
 DE7768'ABOUT 1 KM NORTH OF THE VILLAGE OF KEWASKUM, GO NORTH ON US HIGHWAY
 DE7768'45 FOR 3.2 KM TO OLD BRIDGE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST
 DE7768'ON OLD BRIDGE ROAD FOR 1.6 KM TO COUNTY HIGHWAY G, TURN RIGHT AND GO
 DE7768'SOUTH ON COUNTY HIGHWAY G FOR 0.8 KM TO COUNTY HIGHWAY S ON THE LEFT,
 DE7768'TURN LEFT AND GO EAST ON COUNTY HIGHWAY S FOR 1.4 KM TO THE STATION
 DE7768'ON THE RIGHT.  THE STATION IS A WISCONSIN DEPARTMENT OF
 DE7768'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7768'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7768'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.7 M SOUTH OF THE
 DE7768'CENTERLINE OF COUNTY HIGHWAY S, 0.2 KM WEST OF MILL ROAD, 32 M EAST
 DE7768'OF THE CENTERLINE OF A FIELD ENTRANCE, 31.9 M SOUTHEAST OF POWER POLE
 DE7768'--71-6990 40-5--, 25.6 M WEST-NORTHWEST OF A METAL --R/W-- POST, 6 M
 DE7768'NORTH OF A CULTIVATED FIELD, 0.8 M NORTH OF A WHITE PLASTIC WITNESS
 DE7768'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7768'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE
 DE7768'WEST-SOUTHWEST EXTENDING TO 22 DEGREES.
 DE7768
 DE7768                          STATION RECOVERY (2003)
 DE7768
 DE7768'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7768'RECOVERED IN GOOD CONDITION.
 DE7768
 DE7768                          STATION RECOVERY (2005)
 DE7768
 DE7768'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7768'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 25.3 M WEST OF THE
 DE7768'TOP CENTER OF A 1 M DIAMETER METAL CULVERT AND 0.8 M NORTH, 1.0 M
 DE7768'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7768
 DE7768                          STATION RECOVERY (2006)
 DE7768
 DE7768'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7769 ***********************************************************************
 DE7769  DESIGNATION -  3K26
 DE7769  PID         -  DE7769
 DE7769  STATE/COUNTY-  WI/FOND DU LAC
 DE7769  COUNTRY     -  US
 DE7769  USGS QUAD   -  KEWASKUM (2018)
 DE7769
 DE7769                         *CURRENT SURVEY CONTROL
 DE7769  ______________________________________________________________________
 DE7769* NAD 83(1986) POSITION- 43 32 59.72   (N) 088 10 49.97   (W)   HD_HELD1
 DE7769* NAVD 88 ORTHO HEIGHT -   312.059 (meters)     1023.81  (feet) ADJUSTED
 DE7769  ______________________________________________________________________
 DE7769  GEOID HEIGHT    -        -35.172 (meters)                     GEOID18
 DE7769  DYNAMIC HEIGHT  -        311.989 (meters)     1023.58  (feet) COMP
 DE7769  MODELED GRAVITY -    980,387.7   (mgal)                       NAVD 88
 DE7769
 DE7769  VERT ORDER      -  SECOND    CLASS I
 DE7769
 DE7769.The horizontal coordinates were determined by differentially corrected
 DE7769.hand held GPS observations or other comparable positioning techniques
 DE7769.and have an estimated accuracy of +/- 3 meters.
 DE7769
 DE7769.The orthometric height was determined by differential leveling and
 DE7769.adjusted by the WI DEPT OF TRANSP
 DE7769.in May 2012.
 DE7769
 DE7769.No vertical observational check was made to the station.
 DE7769
 DE7769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7769.GEOID18 height accuracy estimate available here.
 DE7769
 DE7769.Click photographs - Photos may exist for this station.
 DE7769
 DE7769.The dynamic height is computed by dividing the NAVD 88
 DE7769.geopotential number by the normal gravity value computed on the
 DE7769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7769.degrees latitude (g = 980.6199 gals.).
 DE7769
 DE7769.The modeled gravity was interpolated from observed gravity values.
 DE7769
 DE7769;                    North         East    Units  Estimated Accuracy
 DE7769;SPC WI S     -   173,786.0     747,008.9     MT  (+/- 3 meters HH1 GPS) 
 DE7769
 DE7769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0463722562(NAD 83)
 DE7769
 DE7769                          SUPERSEDED SURVEY CONTROL
 DE7769
 DE7769  NAVD 88 (04/20/07)  312.041  (m)         1023.75   (f) SUPERSEDED  2 1
 DE7769  NAVD 88 (05/16/03)  312.019  (m)         1023.68   (f) SUPERSEDED  2 1
 DE7769
 DE7769.Superseded values are not recommended for survey control.
 DE7769
 DE7769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7769.See file dsdata.pdf to determine how the superseded data were derived.
 DE7769
 DE7769_MARKER: DD = SURVEY DISK
 DE7769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7769_STAMPING: 3K26 2001
 DE7769_MARK LOGO: WIDT
 DE7769_PROJECTION: FLUSH
 DE7769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7769+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7769
 DE7769  HISTORY     - Date     Condition        Report By
 DE7769  HISTORY     - 2000     MONUMENTED       WIDT
 DE7769  HISTORY     - 20030708 GOOD             USPSQD
 DE7769  HISTORY     - 20050907 GOOD             WIDT
 DE7769  HISTORY     - 20061003 GOOD             USPSQD
 DE7769
 DE7769                          STATION DESCRIPTION
 DE7769
 DE7769'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7769'THE STATION IS 14 KM NORTH OF WEST BEND AND 5 KM NORTHEAST OF
 DE7769'KEWASKUM.  OWNERSHIP--TOWN OF AUBURN.  TO REACH THE STATION FROM THE
 DE7769'JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 28 ABOUT 1 KM NORTH OF
 DE7769'THE VILLAGE OF KEWASKUM, GO NORTH ON US HIGHWAY 45 FOR 3.2 KM TO OLD
 DE7769'BRIDGE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON OLD BRIDGE ROAD
 DE7769'FOR 1.6 KM TO COUNTY HIGHWAY G, TURN RIGHT AND GO SOUTH ON COUNTY
 DE7769'HIGHWAY G FOR 0.8 KM TO COUNTY HIGHWAY S ON THE LEFT, TURN LEFT AND
 DE7769'GO EAST ON COUNTY HIGHWAY S FOR 2.8 KM TO KETTLE MORAINE DRIVE,
 DE7769'CONTINUE EAST ON KETTLE MORAINE DRIVE FOR 0.3 KM TO THE STATION ON
 DE7769'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7769'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7769'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.5 M ATTACHED TO
 DE7769'SOLID ROCK, WHICH PREVENTED A DEEPER SET, AND ABOUT 1 M ABOVE THE
 DE7769'ROAD PAVEMENT. THE STATION IS 14.1 M EAST OF THE CENTERLINE OF KETTLE
 DE7769'MORAINE DRIVE, 50.6 M SOUTHEAST OF A WOOD POST FOR A --RIGHT TURN
 DE7769'ARROW-- SIGN, 14.3 M SOUTH-SOUTHEAST OF A METAL POST FOR A --CAUTION
 DE7769'TELEPHONE CABLE UNDERGROUND-- SIGN, 11.7 M SOUTH OF A WOOD POST FOR A
 DE7769'--KETTLE MORAINE STATE FOREST-- SIGN, AND 0.4 M WEST OF A WHITE
 DE7769'PLASTIC WITNESS POST. ---NOTE---THIS STATION IS OBSTRUCTED BY TREES
 DE7769'TO THE NORTHWEST EXTENDING TO 16 DEGREES ABOVE THE HORIZON, TREES TO
 DE7769'THE NORTH EXTENDING TO 64 DEGREES, TREES WEST OF THE MARK EXTENDING
 DE7769'TO 15 DEGREES, AND TREES SOUTH OF THE MARK EXTENDING TO 26 DEGREES.
 DE7769
 DE7769                          STATION RECOVERY (2003)
 DE7769
 DE7769'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7769'RECOVERED IN GOOD CONDITION.
 DE7769
 DE7769                          STATION RECOVERY (2005)
 DE7769
 DE7769'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7769'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 12.9 M (NOT 14.1
 DE7769'M) EAST OF THE CENTERLINE OF KETTLE MORINE DRIVE.  ADD-- THE STATION
 DE7769'IS 0.4 M WEST, 0.8 M NORTHEAST, AND 0.8 M SOUTHEAST OF THREE WHITE
 DE7769'PLASTIC WITNESS POSTS.
 DE7769
 DE7769                          STATION RECOVERY (2006)
 DE7769
 DE7769'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7769'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7770 ***********************************************************************
 DE7770  DESIGNATION -  3K27
 DE7770  PID         -  DE7770
 DE7770  STATE/COUNTY-  WI/WASHINGTON
 DE7770  COUNTRY     -  US
 DE7770  USGS QUAD   -  KEWASKUM (2018)
 DE7770
 DE7770                         *CURRENT SURVEY CONTROL
 DE7770  ______________________________________________________________________
 DE7770* NAD 83(1986) POSITION- 43 32 33.6    (N) 088 08 09.8    (W)   HD_HELD2
 DE7770* NAVD 88 ORTHO HEIGHT -   315.066 (meters)     1033.68  (feet) ADJUSTED
 DE7770  ______________________________________________________________________
 DE7770  GEOID HEIGHT    -        -35.182 (meters)                     GEOID18
 DE7770  DYNAMIC HEIGHT  -        314.996 (meters)     1033.45  (feet) COMP
 DE7770  MODELED GRAVITY -    980,389.3   (mgal)                       NAVD 88
 DE7770
 DE7770  VERT ORDER      -  SECOND    CLASS I
 DE7770
 DE7770.The horizontal coordinates were established by autonomous hand held GPS
 DE7770.observations and have an estimated accuracy of +/- 10 meters.
 DE7770
 DE7770.The orthometric height was determined by differential leveling and
 DE7770.adjusted by the WI DEPT OF TRANSP
 DE7770.in May 2012.
 DE7770
 DE7770.No vertical observational check was made to the station.
 DE7770
 DE7770.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7770.GEOID18 height accuracy estimate available here.
 DE7770
 DE7770.Click photographs - Photos may exist for this station.
 DE7770
 DE7770.The dynamic height is computed by dividing the NAVD 88
 DE7770.geopotential number by the normal gravity value computed on the
 DE7770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7770.degrees latitude (g = 980.6199 gals.).
 DE7770
 DE7770.The modeled gravity was interpolated from observed gravity values.
 DE7770
 DE7770;                    North         East    Units  Estimated Accuracy
 DE7770;SPC WI S     -   173,060.      750,621.      MT  (+/- 10 meters HH2 GPS)
 DE7770
 DE7770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0822021706(NAD 83)
 DE7770
 DE7770                          SUPERSEDED SURVEY CONTROL
 DE7770
 DE7770  NAVD 88 (04/20/07)  315.048  (m)         1033.62   (f) SUPERSEDED  2 1
 DE7770  NAVD 88 (05/16/03)  315.033  (m)         1033.57   (f) SUPERSEDED  2 1
 DE7770
 DE7770.Superseded values are not recommended for survey control.
 DE7770
 DE7770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7770.See file dsdata.pdf to determine how the superseded data were derived.
 DE7770
 DE7770_MARKER: DD = SURVEY DISK
 DE7770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7770_STAMPING: 3K27 2001
 DE7770_MARK LOGO: WIDT
 DE7770_PROJECTION: FLUSH
 DE7770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7770+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DE7770
 DE7770  HISTORY     - Date     Condition        Report By
 DE7770  HISTORY     - 2000     MONUMENTED       WIDT
 DE7770  HISTORY     - 20030708 GOOD             USPSQD
 DE7770  HISTORY     - 20060522 GOOD             WIDT
 DE7770
 DE7770                          STATION DESCRIPTION
 DE7770
 DE7770'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7770'THE STATION IS 14 KM NORTH-NORTHEAST OF WEST BEND AND 8 KM NORTHEAST
 DE7770'OF KEWASKUM.  OWNERSHIP--TOWN OF FARMINGTON.  TO REACH THE STATION
 DE7770'FROM THE JUNCTION OF STATE HIGHWAY 144 WITH STATE HIGHWAY 28 ABOUT 11
 DE7770'KM NORTHEAST OF THE CITY OF WEST BEND, GO WEST ON STATE HIGHWAY 28
 DE7770'FOR 0.4 KM TO PARADISE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DE7770'PARADISE ROAD FOR 3.2 KM TO VALLEY VIEW DRIVE ON THE LEFT, TURN LEFT
 DE7770'AND GO WEST ON VALLEY VIEW DRIVE FOR 1.2 KM TO THE STATION ON THE
 DE7770'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7770'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7770'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7770'THE ROAD PAVEMENT.  THE STATION IS 5.3 M SOUTH OF THE CENTERLINE OF
 DE7770'VALLEY VIEW DRIVE, 52 M SOUTHWEST OF POWER POLE --74-1352 40-5--,
 DE7770'42.3 M SOUTHEAST OF TELEPHONE PEDESTAL --1017--, 13 M WEST OF THE
 DE7770'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --2039--, 0.7 M NORTH OF A
 DE7770'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS OBSTRUCTED BY
 DE7770'TREES TO NORTH EXTENDING TO 20 DEGREES, TREES TO THE SOUTH EXTENDING
 DE7770'TO 20 DEGREES, TREES TO THE WEST EXTENDING TO 20 DEGREES, AND TREES
 DE7770'TO THE SOUTH EXTENDING TO 26 DEGREES.
 DE7770
 DE7770                          STATION RECOVERY (2003)
 DE7770
 DE7770'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7770'RECOVERED IN GOOD CONDITION.
 DE7770
 DE7770                          STATION RECOVERY (2006)
 DE7770
 DE7770'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7770'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 EAST OF MAPLE
 DE7770'TREE ROAD AND 0.7 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE
 DE7770'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7771 ***********************************************************************
 DE7771  DESIGNATION -  3K28
 DE7771  PID         -  DE7771
 DE7771  STATE/COUNTY-  WI/SHEBOYGAN
 DE7771  COUNTRY     -  US
 DE7771  USGS QUAD   -  BATAVIA (2018)
 DE7771
 DE7771                         *CURRENT SURVEY CONTROL
 DE7771  ______________________________________________________________________
 DE7771* NAD 83(1986) POSITION- 43 32 57.74   (N) 088 07 13.64   (W)   HD_HELD1
 DE7771* NAVD 88 ORTHO HEIGHT -   291.175 (meters)      955.30  (feet) ADJUSTED
 DE7771  ______________________________________________________________________
 DE7771  GEOID HEIGHT    -        -35.204 (meters)                     GEOID18
 DE7771  DYNAMIC HEIGHT  -        291.110 (meters)      955.08  (feet) COMP
 DE7771  MODELED GRAVITY -    980,389.5   (mgal)                       NAVD 88
 DE7771
 DE7771  VERT ORDER      -  SECOND    CLASS I
 DE7771
 DE7771.The horizontal coordinates were determined by differentially corrected
 DE7771.hand held GPS observations or other comparable positioning techniques
 DE7771.and have an estimated accuracy of +/- 3 meters.
 DE7771
 DE7771.The orthometric height was determined by differential leveling and
 DE7771.adjusted by the WI DEPT OF TRANSP
 DE7771.in May 2012.
 DE7771
 DE7771.No vertical observational check was made to the station.
 DE7771
 DE7771.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7771.GEOID18 height accuracy estimate available here.
 DE7771
 DE7771.Click photographs - Photos may exist for this station.
 DE7771
 DE7771.The dynamic height is computed by dividing the NAVD 88
 DE7771.geopotential number by the normal gravity value computed on the
 DE7771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7771.degrees latitude (g = 980.6199 gals.).
 DE7771
 DE7771.The modeled gravity was interpolated from observed gravity values.
 DE7771
 DE7771;                    North         East    Units  Estimated Accuracy
 DE7771;SPC WI S     -   173,832.6     751,864.8     MT  (+/- 3 meters HH1 GPS) 
 DE7771
 DE7771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0949122434(NAD 83)
 DE7771
 DE7771                          SUPERSEDED SURVEY CONTROL
 DE7771
 DE7771  NAVD 88 (04/20/07)  291.156  (m)          955.23   (f) SUPERSEDED  2 1
 DE7771  NAVD 88 (05/16/03)  291.145  (m)          955.20   (f) SUPERSEDED  2 1
 DE7771
 DE7771.Superseded values are not recommended for survey control.
 DE7771
 DE7771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7771.See file dsdata.pdf to determine how the superseded data were derived.
 DE7771
 DE7771_MARKER: DD = SURVEY DISK
 DE7771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7771_STAMPING: 3K28 2001
 DE7771_MARK LOGO: WIDT
 DE7771_PROJECTION: FLUSH
 DE7771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7771+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DE7771
 DE7771  HISTORY     - Date     Condition        Report By
 DE7771  HISTORY     - 2000     MONUMENTED       WIDT
 DE7771  HISTORY     - 20030708 GOOD             USPSQD
 DE7771  HISTORY     - 20060522 GOOD             WIDT
 DE7771
 DE7771                          STATION DESCRIPTION
 DE7771
 DE7771'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7771'THE STATION IS LOCATED ABOUT 15 KM NORTHEAST OF WEST BEND AND 9 KM
 DE7771'NORTHEAST OF KEWASKUM.    OWNERSHIP--TOWN OF SCOTT.  TO REACH THE
 DE7771'STATION FROM THE JUNCTION OF STATE HIGHWAY 28 WITH STATE HIGHWAY 144
 DE7771'ABOUT 11 KM NORTHEAST OF THE CITY OF WEST BEND, GO WEST ON STATE
 DE7771'HIGHWAY 28 FOR 0.4 KM TO PARADISE ROAD ON THE RIGHT, TURN RIGHT AND
 DE7771'GO NORTH ON PARADISE ROAD FOR 3.2 KM TO VALLEY VIEW DRIVE ON THE
 DE7771'LEFT, CONTINUE NORTH ON PARADISE ROAD FOR 0.7 KM TO THE STATION ON
 DE7771'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7771'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7771'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7771'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.0 M EAST OF THE
 DE7771'CENTERLINE OF PARADISE ROAD, 49.6 M NORTHEAST OF POWER POLE
 DE7771'--67-22716 35-5--, 21.6 M SOUTH OF THE SOUTH END OF THE WEST SIDE OF
 DE7771'A CONCRETE BOX CULVERT, 7 M WEST OF A CULTIVATED FIELD, AND 0.7 M
 DE7771'WEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 DE7771'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7771'HORIZON.
 DE7771
 DE7771                          STATION RECOVERY (2003)
 DE7771
 DE7771'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7771'RECOVERED IN GOOD CONDITION.
 DE7771
 DE7771                          STATION RECOVERY (2006)
 DE7771
 DE7771'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7771'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 91.5 M SOUTH OF THE
 DE7771'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N304--, 68.0 M NORTH OF THE
 DE7771'CENTERLINE OF A FIELD ENTRANCE, 33.0 M SOUTHEAST OF POWER POLE
 DE7771'--E59-10747 35-5--, AND 0.7 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF
 DE7771'THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- THERE IS CHIPPING ON THE
 DE7771'EAST EDGE OF THE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7772 ***********************************************************************
 DE7772  DESIGNATION -  3K29
 DE7772  PID         -  DE7772
 DE7772  STATE/COUNTY-  WI/SHEBOYGAN
 DE7772  COUNTRY     -  US
 DE7772  USGS QUAD   -  BATAVIA (2018)
 DE7772
 DE7772                         *CURRENT SURVEY CONTROL
 DE7772  ______________________________________________________________________
 DE7772* NAD 83(1986) POSITION- 43 33 24.98   (N) 088 06 12.89   (W)   HD_HELD1
 DE7772* NAVD 88 ORTHO HEIGHT -   277.621 (meters)      910.83  (feet) ADJUSTED
 DE7772  ______________________________________________________________________
 DE7772  GEOID HEIGHT    -        -35.229 (meters)                     GEOID18
 DE7772  DYNAMIC HEIGHT  -        277.559 (meters)      910.62  (feet) COMP
 DE7772  MODELED GRAVITY -    980,390.1   (mgal)                       NAVD 88
 DE7772
 DE7772  VERT ORDER      -  SECOND    CLASS I
 DE7772
 DE7772.The horizontal coordinates were determined by differentially corrected
 DE7772.hand held GPS observations or other comparable positioning techniques
 DE7772.and have an estimated accuracy of +/- 3 meters.
 DE7772
 DE7772.The orthometric height was determined by differential leveling and
 DE7772.adjusted by the WI DEPT OF TRANSP
 DE7772.in May 2012.
 DE7772
 DE7772.No vertical observational check was made to the station.
 DE7772
 DE7772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7772.GEOID18 height accuracy estimate available here.
 DE7772
 DE7772.Click photographs - Photos may exist for this station.
 DE7772
 DE7772.The dynamic height is computed by dividing the NAVD 88
 DE7772.geopotential number by the normal gravity value computed on the
 DE7772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7772.degrees latitude (g = 980.6199 gals.).
 DE7772
 DE7772.The modeled gravity was interpolated from observed gravity values.
 DE7772
 DE7772;                    North         East    Units  Estimated Accuracy
 DE7772;SPC WI S     -   174,703.9     753,208.9     MT  (+/- 3 meters HH1 GPS) 
 DE7772
 DE7772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1086523256(NAD 83)
 DE7772
 DE7772                          SUPERSEDED SURVEY CONTROL
 DE7772
 DE7772  NAVD 88 (04/20/07)  277.602  (m)          910.77   (f) SUPERSEDED  2 1
 DE7772  NAVD 88 (05/16/03)  277.593  (m)          910.74   (f) SUPERSEDED  2 1
 DE7772
 DE7772.Superseded values are not recommended for survey control.
 DE7772
 DE7772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7772.See file dsdata.pdf to determine how the superseded data were derived.
 DE7772
 DE7772_MARKER: DD = SURVEY DISK
 DE7772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7772_STAMPING: 3K29 2001
 DE7772_MARK LOGO: WIDT
 DE7772_PROJECTION: FLUSH
 DE7772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7772+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DE7772
 DE7772  HISTORY     - Date     Condition        Report By
 DE7772  HISTORY     - 2000     MONUMENTED       WIDT
 DE7772  HISTORY     - 20030708 GOOD             USPSQD
 DE7772  HISTORY     - 20060522 GOOD             WIDT
 DE7772
 DE7772                          STATION DESCRIPTION
 DE7772
 DE7772'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7772'THE STATION IS LOCATED ABOUT 16 KM NORTHEAST OF WEST BEND AND 11 KM
 DE7772'EAST-NORTHEAST OF KEWASKUM.  OWNERSHIP--TOWN OF SCOTT.    TO REACH THE
 DE7772'STATION FROM THE JUNCTION OF STATE HIGHWAY 28 WITH STATE HIGHWAY 144
 DE7772'WITH COUNTY HIGHWAY D ABOUT 17 KM NORTHEAST OF THE CITY OF WEST BEND,
 DE7772'GO WEST ON COUNTY HIGHWAY D FOR 2.1 KM TO BOLTONVILLE ROAD, CONTINUE
 DE7772'WEST ON COUNTY HIGHWAY D FOR 0.2 KM TO THE STATION ON THE LEFT.  THE
 DE7772'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7772'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7772'CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT LEVEL WITH THE
 DE7772'HIGHWAY PAVEMENT.  THE STATION IS 8.2 M SOUTH OF THE CENTERLINE OF
 DE7772'COUNTY HIGHWAY D, 147 M EAST OF THE CENTERLINE OF AN ENTRANCE TO A
 DE7772'GRAVEL PIT, 61.7 M SOUTHWEST OF POWER POLE --70-23685 45-2--, 4 M
 DE7772'NORTH OF A CULTIVATED FIELD, 1.9 M NORTH OF A METAL --R/W-- POST, 0.4
 DE7772'M NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DE7772'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7772'HORIZON.
 DE7772
 DE7772                          STATION RECOVERY (2003)
 DE7772
 DE7772'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7772'RECOVERED IN GOOD CONDITION.  NOTE- THE WHITE PLASTIC WITNESS POST IS
 DE7772'LYING ON THE GROUND IN PIECES.
 DE7772
 DE7772                          STATION RECOVERY (2006)
 DE7772
 DE7772'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7772'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 41.3 M WEST OF THE
 DE7772'TOP CENTER OF A 40-CM METAL CULVERT TUBE, 20.2 M SOUTH-SOUTHEAST OF
 DE7772'POWER POLE --70-23686 45-2--, 18.1 M SOUTH OF A YELLOW METAL
 DE7772'RIGHT-OF-WAY POST, AND 0.4 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF
 DE7772'THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7497 ***********************************************************************
 DE7497  DESIGNATION -  3K30
 DE7497  PID         -  DE7497
 DE7497  STATE/COUNTY-  WI/SHEBOYGAN
 DE7497  COUNTRY     -  US
 DE7497  USGS QUAD   -  BATAVIA (2018)
 DE7497
 DE7497                         *CURRENT SURVEY CONTROL
 DE7497  ______________________________________________________________________
 DE7497* NAD 83(1986) POSITION- 43 33 24.79   (N) 088 04 37.73   (W)   HD_HELD1
 DE7497* NAVD 88 ORTHO HEIGHT -   269.923 (meters)      885.57  (feet) ADJUSTED
 DE7497  ______________________________________________________________________
 DE7497  GEOID HEIGHT    -        -35.248 (meters)                     GEOID18
 DE7497  DYNAMIC HEIGHT  -        269.863 (meters)      885.38  (feet) COMP
 DE7497  MODELED GRAVITY -    980,392.5   (mgal)                       NAVD 88
 DE7497
 DE7497  VERT ORDER      -  SECOND    CLASS I
 DE7497
 DE7497.The horizontal coordinates were determined by differentially corrected
 DE7497.hand held GPS observations or other comparable positioning techniques
 DE7497.and have an estimated accuracy of +/- 3 meters.
 DE7497
 DE7497.The orthometric height was determined by differential leveling and
 DE7497.adjusted by the WI DEPT OF TRANSP
 DE7497.in May 2012.
 DE7497
 DE7497.No vertical observational check was made to the station.
 DE7497
 DE7497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7497.GEOID18 height accuracy estimate available here.
 DE7497
 DE7497.Click photographs - Photos may exist for this station.
 DE7497
 DE7497.The dynamic height is computed by dividing the NAVD 88
 DE7497.geopotential number by the normal gravity value computed on the
 DE7497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7497.degrees latitude (g = 980.6199 gals.).
 DE7497
 DE7497.The modeled gravity was interpolated from observed gravity values.
 DE7497
 DE7497;                    North         East    Units  Estimated Accuracy
 DE7497;SPC WI S     -   174,746.9     755,344.2     MT  (+/- 3 meters HH1 GPS) 
 DE7497
 DE7497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1300023222(NAD 83)
 DE7497
 DE7497                          SUPERSEDED SURVEY CONTROL
 DE7497
 DE7497  NAVD 88 (04/20/07)  269.904  (m)          885.51   (f) SUPERSEDED  2 1
 DE7497  NAVD 88 (05/16/03)  269.898  (m)          885.49   (f) SUPERSEDED  2 1
 DE7497
 DE7497.Superseded values are not recommended for survey control.
 DE7497
 DE7497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7497.See file dsdata.pdf to determine how the superseded data were derived.
 DE7497
 DE7497_MARKER: DD = SURVEY DISK
 DE7497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7497_STAMPING: 3K30 2001
 DE7497_MARK LOGO: WIDT
 DE7497_PROJECTION: FLUSH
 DE7497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7497+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DE7497
 DE7497  HISTORY     - Date     Condition        Report By
 DE7497  HISTORY     - 2000     MONUMENTED       WIDT
 DE7497  HISTORY     - 20031204 GOOD             USPSQD
 DE7497  HISTORY     - 20060522 GOOD             WIDT
 DE7497
 DE7497                          STATION DESCRIPTION
 DE7497
 DE7497'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7497'THE STATION IS LOCATED ABOUT 18 KM NORTH-NORTHEAST OF WEST BEND AND
 DE7497'10 KM WEST OF RANDOM LAKE. OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE
 DE7497'STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH STATE HIGHWAY 144
 DE7497'ABOUT 2 KM EAST OF THE VILLAGE OF RANDOM LAKE, GO WEST ON STATE
 DE7497'HIGHWAY 144 FOR 11.0 KM TO STATE HIGHWAY 28 AND COUNTY HIGHWAY D
 DE7497'AHEAD, CONTINUE WEST ON COUNTY HIGHWAY D FOR 0.2 KM TO THE STATION ON
 DE7497'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7497'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7497'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT
 DE7497'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.2 M SOUTH OF THE
 DE7497'CENTERLINE OF COUNTY HIGHWAY D, 66.6 M EAST OF A WOOD POST FOR A
 DE7497'--JCT 28- AND -JCT 144--SIGNS, 55.7 M SOUTHWEST OF POWER POLE
 DE7497'--70-23725 45-2--, 19.0 M SOUTHEAST OF POWER POLE --70-23724 45-2--,
 DE7497'2 M NORTH OF A CULTIVATED FIELD, AND 0.5 M NORTH OF A WHITE PLASTIC
 DE7497'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7497'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7497
 DE7497                          STATION RECOVERY (2003)
 DE7497
 DE7497'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7497'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7497'THE CONCRETE POST IS BADLY CHIPPED BUT THE MONUMENT APPEARS TO BE
 DE7497'STABLE.
 DE7497
 DE7497                          STATION RECOVERY (2006)
 DE7497
 DE7497'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7497'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 26.1 M WEST OF
 DE7497'TELEPHONE PEDESTAL --4243--, 0.3 M EAST OF A METAL REFLECTOR POST, AND
 DE7497'0.5 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS
 DE7497'POSTS.  NOTE-- THE CONCRETE POST IS BADLY CHIPPED ON THE TOP AND EDGE
 DE7497'ON THE NORTH SIDE AND THE DISK IS SCUFFED BUT LEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6082 ***********************************************************************
 AI6082  DESIGNATION -  3K31
 AI6082  PID         -  AI6082
 AI6082  STATE/COUNTY-  WI/FOND DU LAC
 AI6082  COUNTRY     -  US
 AI6082  USGS QUAD   -  BYRON (2018)
 AI6082
 AI6082                         *CURRENT SURVEY CONTROL
 AI6082  ______________________________________________________________________
 AI6082* NAD 83(1986) POSITION- 43 41 48.7    (N) 088 28 19.0    (W)   HD_HELD2
 AI6082* NAVD 88 ORTHO HEIGHT -   263.142 (meters)      863.33  (feet) ADJUSTED
 AI6082  ______________________________________________________________________
 AI6082  GEOID HEIGHT    -        -35.608 (meters)                     GEOID18
 AI6082  DYNAMIC HEIGHT  -        263.085 (meters)      863.14  (feet) COMP
 AI6082  MODELED GRAVITY -    980,393.8   (mgal)                       NAVD 88
 AI6082
 AI6082  VERT ORDER      -  SECOND    CLASS I
 AI6082
 AI6082.The horizontal coordinates were established by autonomous hand held GPS
 AI6082.observations and have an estimated accuracy of +/- 10 meters.
 AI6082
 AI6082.The orthometric height was determined by differential leveling and
 AI6082.adjusted by the WI DEPT OF TRANSP
 AI6082.in May 2012.
 AI6082
 AI6082.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6082.GEOID18 height accuracy estimate available here.
 AI6082
 AI6082.Click photographs - Photos may exist for this station.
 AI6082
 AI6082.The dynamic height is computed by dividing the NAVD 88
 AI6082.geopotential number by the normal gravity value computed on the
 AI6082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6082.degrees latitude (g = 980.6199 gals.).
 AI6082
 AI6082.The modeled gravity was interpolated from observed gravity values.
 AI6082
 AI6082;                    North         East    Units  Estimated Accuracy
 AI6082;SPC WI S     -   189,635.      723,168.      MT  (+/- 10 meters HH2 GPS)
 AI6082
 AI6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8138839257(NAD 83)
 AI6082
 AI6082                          SUPERSEDED SURVEY CONTROL
 AI6082
 AI6082  NAVD 88 (04/20/07)  263.113  (m)          863.23   (f) SUPERSEDED  2 1
 AI6082  NAVD 88 (10/20/00)  263.111  (m)          863.22   (f) SUPERSEDED  2 1
 AI6082
 AI6082.Superseded values are not recommended for survey control.
 AI6082
 AI6082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6082.See file dsdata.pdf to determine how the superseded data were derived.
 AI6082
 AI6082_MARKER: DD = SURVEY DISK
 AI6082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6082_STAMPING: 3K31 1999
 AI6082_MARK LOGO: WIDT
 AI6082_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6082+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2010
 AI6082
 AI6082  HISTORY     - Date     Condition        Report By
 AI6082  HISTORY     - 1999     MONUMENTED       WIDT
 AI6082  HISTORY     - 20030730 GOOD             USPSQD
 AI6082  HISTORY     - 20050405 GOOD             WIDT
 AI6082  HISTORY     - 20060928 GOOD             USPSQD
 AI6082  HISTORY     - 20100828 GOOD             GEOCAC
 AI6082
 AI6082                          STATION DESCRIPTION
 AI6082
 AI6082'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6082'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTH-SOUTHWEST OF FOND
 AI6082'DU LAC AND 6.4 KM (3.95 MI) EAST-NORTHEAST OF OAKFIELD.
 AI6082'OWNERSHIP--TOWN OF BYRON.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6082'US HIGHWAY 41 WITH STATE HIGHWAY 175, ABOUT 3.2 KM (2.00 MI) SOUTH OF
 AI6082'THE CITY OF FOND DU LAC, GO SOUTH ON STATE HIGHWAY 175 FOR 5.3 KM
 AI6082'(3.30 MI) TO COUNTY HIGHWAY B ON THE RIGHT, TURN RIGHT AND GO WEST ON
 AI6082'COUNTY HIGHWAY B FOR 0.8 KM (0.50 MI) TO THE RAILROAD TRACKS, CONTINUE
 AI6082'WEST ON COUNTY HIGHWAY B FOR 0.8 KM (0.50 MI) TO HICKORY ROAD, TURN
 AI6082'LEFT AND GO SOUTH ON HICKORY ROAD FOR 50 M (164.0 FT) TO THE STATION
 AI6082'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6082'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3K31
 AI6082'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6082'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 AI6082'PAVEMENT.  THE STATION IS 6.0 M (19.7 FT) EAST OF THE CENTERLINE OF
 AI6082'HICKORY ROAD, 49.3 M (161.7 FT) SOUTH OF CENTERLINE OF COUNTY HIGHWAY
 AI6082'B, 14.0 M (45.9 FT) SOUTH OF EAST END OF A 70 CM (28-INCH) DIAMETER
 AI6082'CORRUGATED METAL CULVERT PIPE, 27.6 M (90.6 FT) NORTHEAST OF POWER
 AI6082'POLE --14-17-9 25/25--, 18.3 M (60.0 FT) SOUTHEAST OF WOOD POST FOR
 AI6082'--SPEED LIMIT 45-- SIGN, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 AI6082'WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 AI6082'EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6082
 AI6082                          STATION RECOVERY (2003)
 AI6082
 AI6082'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6082'RECOVERED IN GOOD CONDITION.
 AI6082
 AI6082                          STATION RECOVERY (2005)
 AI6082
 AI6082'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6082'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 1 M WEST, 1 M
 AI6082'SOUTH, AND 1 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS, AND 5 CM
 AI6082'BELOW GROUND LEVEL.
 AI6082
 AI6082                          STATION RECOVERY (2006)
 AI6082
 AI6082'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6082'RECOVERED IN GOOD CONDITION.
 AI6082
 AI6082                          STATION RECOVERY (2010)
 AI6082
 AI6082'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI6082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6083 ***********************************************************************
 AI6083  DESIGNATION -  3K32
 AI6083  PID         -  AI6083
 AI6083  STATE/COUNTY-  WI/FOND DU LAC
 AI6083  COUNTRY     -  US
 AI6083  USGS QUAD   -  BYRON (2018)
 AI6083
 AI6083                         *CURRENT SURVEY CONTROL
 AI6083  ______________________________________________________________________
 AI6083* NAD 83(1986) POSITION- 43 41 50.3    (N) 088 27 49.9    (W)   HD_HELD2
 AI6083* NAVD 88 ORTHO HEIGHT -   285.046 (meters)      935.19  (feet) ADJUSTED
 AI6083  ______________________________________________________________________
 AI6083  GEOID HEIGHT    -        -35.603 (meters)                     GEOID18
 AI6083  DYNAMIC HEIGHT  -        284.984 (meters)      934.99  (feet) COMP
 AI6083  MODELED GRAVITY -    980,394.4   (mgal)                       NAVD 88
 AI6083
 AI6083  VERT ORDER      -  SECOND    CLASS I
 AI6083
 AI6083.The horizontal coordinates were established by autonomous hand held GPS
 AI6083.observations and have an estimated accuracy of +/- 10 meters.
 AI6083
 AI6083.The orthometric height was determined by differential leveling and
 AI6083.adjusted by the WI DEPT OF TRANSP
 AI6083.in May 2012.
 AI6083
 AI6083.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6083.GEOID18 height accuracy estimate available here.
 AI6083
 AI6083.Click photographs - Photos may exist for this station.
 AI6083
 AI6083.The dynamic height is computed by dividing the NAVD 88
 AI6083.geopotential number by the normal gravity value computed on the
 AI6083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6083.degrees latitude (g = 980.6199 gals.).
 AI6083
 AI6083.The modeled gravity was interpolated from observed gravity values.
 AI6083
 AI6083;                    North         East    Units  Estimated Accuracy
 AI6083;SPC WI S     -   189,697.      723,819.      MT  (+/- 10 meters HH2 GPS)
 AI6083
 AI6083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8204039295(NAD 83)
 AI6083
 AI6083                          SUPERSEDED SURVEY CONTROL
 AI6083
 AI6083  NAVD 88 (04/20/07)  285.017  (m)          935.09   (f) SUPERSEDED  2 1
 AI6083  NAVD 88 (10/20/00)  285.014  (m)          935.08   (f) SUPERSEDED  2 1
 AI6083
 AI6083.Superseded values are not recommended for survey control.
 AI6083
 AI6083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6083.See file dsdata.pdf to determine how the superseded data were derived.
 AI6083
 AI6083_MARKER: DD = SURVEY DISK
 AI6083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6083_STAMPING: 3K32 1999
 AI6083_MARK LOGO: WIDT
 AI6083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6083+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AI6083
 AI6083  HISTORY     - Date     Condition        Report By
 AI6083  HISTORY     - 1999     MONUMENTED       WIDT
 AI6083  HISTORY     - 20030730 GOOD             USPSQD
 AI6083  HISTORY     - 20050405 GOOD             WIDT
 AI6083  HISTORY     - 20060928 GOOD             USPSQD
 AI6083
 AI6083                          STATION DESCRIPTION
 AI6083
 AI6083'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6083'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTH-SOUTHWEST OF FOND
 AI6083'DU LAC AND 7.2 KM (4.45 MI) EAST-NORTHEAST OF OAKFIELD.
 AI6083'OWNERSHIP--TOWN OF BYRON.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6083'US HIGHWAY 41 WITH STATE HIGHWAY 175, ABOUT 3.2 KM (2.00 MI) SOUTH OF
 AI6083'THE CITY OF FOND DU LAC, GO SOUTH ON STATE HIGHWAY 175 FOR 5.3 KM
 AI6083'(3.30 MI) TO COUNTY HIGHWAY B ON THE RIGHT, TURN RIGHT AND GO WEST ON
 AI6083'COUNTY HIGHWAY B FOR 0.8 KM (0.50 MI) TO THE RAILROAD TRACKS, CONTINUE
 AI6083'WEST ON COUNTY HIGHWAY B FOR 0.2 KM (0.10 MI) TO THE STATION ON THE
 AI6083'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6083'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3K32 1999-- AND SET IN
 AI6083'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6083'GROUND AND ABOUT 1.0 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 AI6083'STATION IS 10.0 M (32.8 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 AI6083'B, 30.5 M (100.1 FT) NORTHWEST OF POWER POLE --635-7--, 19 M (62.3 FT)
 AI6083'EAST OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W6148--, 7 M (23.0
 AI6083'FT) EAST OF CENTERLINE OF FIELD ENTRANCE, AND 1.0 M (3.3 FT) SOUTH OF
 AI6083'A WHITE PLASTIC WITNESS POST. ---NOTE--- THIS STATION HAS NO VISIBLE
 AI6083'OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6083
 AI6083                          STATION RECOVERY (2003)
 AI6083
 AI6083'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6083'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE WITNESS POST IS
 AI6083'BROKEN OFF AT GROUND LEVEL AND LYING ON THE GROUND.
 AI6083
 AI6083                          STATION RECOVERY (2005)
 AI6083
 AI6083'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6083'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 1 M SOUTH, 1 M
 AI6083'NORTHWEST, AND 1 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS, AND
 AI6083'3 CM ABOVE GROUND LEVEL.  CORRECTION-- THE POWER POLE IS NUMBERED
 AI6083'--E64-16896 35-7--.
 AI6083
 AI6083                          STATION RECOVERY (2006)
 AI6083
 AI6083'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6084 ***********************************************************************
 AI6084  DESIGNATION -  3K33
 AI6084  PID         -  AI6084
 AI6084  STATE/COUNTY-  WI/FOND DU LAC
 AI6084  COUNTRY     -  US
 AI6084  USGS QUAD   -  BYRON (2018)
 AI6084
 AI6084                         *CURRENT SURVEY CONTROL
 AI6084  ______________________________________________________________________
 AI6084* NAD 83(1986) POSITION- 43 42 41.2    (N) 088 27 28.0    (W)   HD_HELD2
 AI6084* NAVD 88 ORTHO HEIGHT -   266.009 (meters)      872.73  (feet) ADJUSTED
 AI6084  ______________________________________________________________________
 AI6084  GEOID HEIGHT    -        -35.641 (meters)                     GEOID18
 AI6084  DYNAMIC HEIGHT  -        265.952 (meters)      872.54  (feet) COMP
 AI6084  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 AI6084
 AI6084  VERT ORDER      -  SECOND    CLASS I
 AI6084
 AI6084.The horizontal coordinates were established by autonomous hand held GPS
 AI6084.observations and have an estimated accuracy of +/- 10 meters.
 AI6084
 AI6084.The orthometric height was determined by differential leveling and
 AI6084.adjusted by the WI DEPT OF TRANSP
 AI6084.in May 2012.
 AI6084
 AI6084.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6084.GEOID18 height accuracy estimate available here.
 AI6084
 AI6084.Click photographs - Photos may exist for this station.
 AI6084
 AI6084.The dynamic height is computed by dividing the NAVD 88
 AI6084.geopotential number by the normal gravity value computed on the
 AI6084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6084.degrees latitude (g = 980.6199 gals.).
 AI6084
 AI6084.The modeled gravity was interpolated from observed gravity values.
 AI6084
 AI6084;                    North         East    Units  Estimated Accuracy
 AI6084;SPC WI S     -   191,276.      724,280.      MT  (+/- 10 meters HH2 GPS)
 AI6084
 AI6084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8255840856(NAD 83)
 AI6084
 AI6084                          SUPERSEDED SURVEY CONTROL
 AI6084
 AI6084  NAVD 88 (04/20/07)  265.980  (m)          872.64   (f) SUPERSEDED  2 1
 AI6084  NAVD 88 (10/20/00)  265.976  (m)          872.62   (f) SUPERSEDED  2 1
 AI6084
 AI6084.Superseded values are not recommended for survey control.
 AI6084
 AI6084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6084.See file dsdata.pdf to determine how the superseded data were derived.
 AI6084
 AI6084_MARKER: DD = SURVEY DISK
 AI6084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6084_STAMPING: 3K33 1999
 AI6084_MARK LOGO: WIDT
 AI6084_PROJECTION: FLUSH
 AI6084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6084+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 AI6084
 AI6084  HISTORY     - Date     Condition        Report By
 AI6084  HISTORY     - 1999     MONUMENTED       WIDT
 AI6084  HISTORY     - 20030730 GOOD             USPSQD
 AI6084  HISTORY     - 20050411 GOOD             WIDT
 AI6084  HISTORY     - 20060928 GOOD             USPSQD
 AI6084  HISTORY     - 20120326 GOOD             CITFDL
 AI6084  HISTORY     - 20180517 GOOD             WI-039
 AI6084
 AI6084                          STATION DESCRIPTION
 AI6084
 AI6084'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6084'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH-SOUTHWEST OF FOND
 AI6084'DU LAC AND 8.0 KM (4.95 MI) NORTHEAST OF OAKFIELD.
 AI6084'OWNERSHIP--WISCONSIN CENTRAL RAILROAD.  TO REACH THE STATION FROM THE
 AI6084'JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 175, ABOUT 3.2 KM (2.00
 AI6084'MI) SOUTH OF THE CITY OF FOND DU LAC, GO SOUTH ON STATE HIGHWAY 175
 AI6084'FOR 3.7 KM (2.30 MI) TO LOST ARROW ROAD TURN RIGHT AND GO WEST ON LOST
 AI6084'ARROW ROAD FOR 0.5 KM (0.30 MI) TO THE RAILROAD TRACKS, CONTINUE WEST
 AI6084'ON LOST ARROW ROAD ACROSS THE TRACKS TO THE STATION ON THE LEFT.  THE
 AI6084'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6084'SURVEY CONTROL STATION DISK STAMPED --3K33 1999-- AND SET IN THE TOP
 AI6084'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6084'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 30.2 M (99.1
 AI6084'FT) SOUTH OF THE CENTERLINE OF LOST ARROW ROAD ALONG THE RAILROAD
 AI6084'TRACKS, 47.7 M (156.5 FT) EAST OF A TELEPHONE PEDESTAL, 24.1 M (79.1
 AI6084'FT) SOUTH OF CONCRETE BASE OF CROSSING GUARD SIGNAL, 8.2 M (26.9 FT)
 AI6084'WEST OF WEST RAIL OF EAST SET OF TRACKS ON THE WISCONSIN CENTRAL
 AI6084'RAILROAD TRACKS, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 AI6084'POST.  ---NOTE---NEW SET OF TRACKS IS BEING INSTALLED WEST OF THE
 AI6084'ORIGINAL LINE.  ---NOTE 2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 AI6084'EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6084
 AI6084                          STATION RECOVERY (2003)
 AI6084
 AI6084'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6084'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 39
 AI6084'FEET SOUTHWEST OF A RAILROAD STAINLESS STEEL CABINET AND SIGNAL TOWER
 AI6084'NUMBERED 11512.
 AI6084
 AI6084                          STATION RECOVERY (2005)
 AI6084
 AI6084'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6084'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 13.0 M (42.5 FT)
 AI6084'SOUTH OF THE WESTERN STAINLESS STEEL CABINET AND SIGNAL TOWER NUMBERED
 AI6084'--11512--, 3.7 M WEST OF THE WESTERN RAIL OF THE WESTERN SET OF
 AI6084'RAILROAD TRACKS, AND ABOUT 1 M BELOW THE ROAD PAVEMENT LEVEL.
 AI6084
 AI6084                          STATION RECOVERY (2006)
 AI6084
 AI6084'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6084'RECOVERED IN GOOD CONDITION.
 AI6084
 AI6084                          STATION RECOVERY (2012)
 AI6084
 AI6084'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6084'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AI6084
 AI6084                          STATION RECOVERY (2018)
 AI6084
 AI6084'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 AI6084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6085 ***********************************************************************
 AI6085  DESIGNATION -  3K34
 AI6085  PID         -  AI6085
 AI6085  STATE/COUNTY-  WI/FOND DU LAC
 AI6085  COUNTRY     -  US
 AI6085  USGS QUAD   -  BYRON (2018)
 AI6085
 AI6085                         *CURRENT SURVEY CONTROL
 AI6085  ______________________________________________________________________
 AI6085* NAD 83(1986) POSITION- 43 42 41.15   (N) 088 25 56.42   (W)   HD_HELD1
 AI6085* NAVD 88 ORTHO HEIGHT -   287.142 (meters)      942.07  (feet) ADJUSTED
 AI6085  ______________________________________________________________________
 AI6085  GEOID HEIGHT    -        -35.621 (meters)                     GEOID18
 AI6085  DYNAMIC HEIGHT  -        287.080 (meters)      941.86  (feet) COMP
 AI6085  MODELED GRAVITY -    980,398.0   (mgal)                       NAVD 88
 AI6085
 AI6085  VERT ORDER      -  SECOND    CLASS I
 AI6085
 AI6085.The horizontal coordinates were determined by differentially corrected
 AI6085.hand held GPS observations or other comparable positioning techniques
 AI6085.and have an estimated accuracy of +/- 3 meters.
 AI6085
 AI6085.The orthometric height was determined by differential leveling and
 AI6085.adjusted by the WI DEPT OF TRANSP
 AI6085.in May 2012.
 AI6085
 AI6085.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6085.GEOID18 height accuracy estimate available here.
 AI6085
 AI6085.Click photographs - Photos may exist for this station.
 AI6085
 AI6085.The dynamic height is computed by dividing the NAVD 88
 AI6085.geopotential number by the normal gravity value computed on the
 AI6085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6085.degrees latitude (g = 980.6199 gals.).
 AI6085
 AI6085.The modeled gravity was interpolated from observed gravity values.
 AI6085
 AI6085;                    North         East    Units  Estimated Accuracy
 AI6085;SPC WI S     -   191,312.9     726,329.8     MT  (+/- 3 meters HH1 GPS) 
 AI6085
 AI6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8460740819(NAD 83)
 AI6085
 AI6085                          SUPERSEDED SURVEY CONTROL
 AI6085
 AI6085  NAVD 88 (04/20/07)  287.112  (m)          941.97   (f) SUPERSEDED  2 1
 AI6085  NAVD 88 (10/20/00)  287.107  (m)          941.95   (f) SUPERSEDED  2 1
 AI6085
 AI6085.Superseded values are not recommended for survey control.
 AI6085
 AI6085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6085.See file dsdata.pdf to determine how the superseded data were derived.
 AI6085
 AI6085_MARKER: DD = SURVEY DISK
 AI6085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6085_STAMPING: 3K34 1999
 AI6085_MARK LOGO: WIDT
 AI6085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6085+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AI6085
 AI6085  HISTORY     - Date     Condition        Report By
 AI6085  HISTORY     - 1999     MONUMENTED       WIDT
 AI6085  HISTORY     - 20030709 GOOD             USPSQD
 AI6085  HISTORY     - 20050429 GOOD             WIDT
 AI6085  HISTORY     - 20060915 GOOD             USPSQD
 AI6085
 AI6085                          STATION DESCRIPTION
 AI6085
 AI6085'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6085'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTH-SOUTHEAST OF FOND
 AI6085'DU LAC AND 9.7 KM (6.00 MI) NORTHEAST OF OAKFIELD.  OWNERSHIP--TOWN OF
 AI6085'BYRON.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI6085'STATE HIGHWAY 175, ABOUT 3.2 KM (2.00 MI) SOUTH OF THE CITY OF FOND DU
 AI6085'LAC, GO SOUTH ON STATE HIGHWAY 175 FOR 3.7 KM (2.30 MI) TO LOST ARROW
 AI6085'ROAD, TURN LEFT AND GO EAST ON LOST ARROW ROAD FOR 1.6 KM (1.00 MI) TO
 AI6085'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 AI6085'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3K34
 AI6085'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6085'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI6085'STATION IS 6.9 M (22.6 FT) NORTH OF THE CENTERLINE OF LOST ARROW ROAD
 AI6085', 39.0 M (128.0 FT) NORTHWEST OF TELEPHONE PEDESTAL --L11 26--, 32 M
 AI6085'(105.0 FT) WEST OF THE CENTERLINE OF MARTIN ROAD, 25.6 M (84.0 FT)
 AI6085'EAST OF WOOD POST FOR --SPEED LIMIT 45-- SIGN, 0.6 M (2.0 FT) SOUTH OF
 AI6085'EAST/WEST RUNNING BARBED WIRE FENCE, AND 0.3 M (1.0 FT) SOUTH OF A
 AI6085'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6085'OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6085
 AI6085                          STATION RECOVERY (2003)
 AI6085
 AI6085'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6085'RECOVERED IN GOOD CONDITION.
 AI6085
 AI6085                          STATION RECOVERY (2005)
 AI6085
 AI6085'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6085'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 0.3 M SOUTH, 1 M
 AI6085'WEST, AND 1 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- THE
 AI6085'STATION IS 5 CM ABOVE GROUND LEVEL.
 AI6085
 AI6085                          STATION RECOVERY (2006)
 AI6085
 AI6085'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6086 ***********************************************************************
 AI6086  DESIGNATION -  3K35
 AI6086  PID         -  AI6086
 AI6086  STATE/COUNTY-  WI/FOND DU LAC
 AI6086  COUNTRY     -  US
 AI6086  USGS QUAD   -  BYRON (2018)
 AI6086
 AI6086                         *CURRENT SURVEY CONTROL
 AI6086  ______________________________________________________________________
 AI6086* NAD 83(1986) POSITION- 43 43 10.8    (N) 088 25 18.0    (W)   HD_HELD2
 AI6086* NAVD 88 ORTHO HEIGHT -   266.959 (meters)      875.85  (feet) ADJUSTED
 AI6086  ______________________________________________________________________
 AI6086  GEOID HEIGHT    -        -35.636 (meters)                     GEOID18
 AI6086  DYNAMIC HEIGHT  -        266.902 (meters)      875.66  (feet) COMP
 AI6086  MODELED GRAVITY -    980,399.5   (mgal)                       NAVD 88
 AI6086
 AI6086  VERT ORDER      -  SECOND    CLASS I
 AI6086
 AI6086.The horizontal coordinates were established by autonomous hand held GPS
 AI6086.observations and have an estimated accuracy of +/- 10 meters.
 AI6086
 AI6086.The orthometric height was determined by differential leveling and
 AI6086.adjusted by the WI DEPT OF TRANSP
 AI6086.in May 2012.
 AI6086
 AI6086.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6086.GEOID18 height accuracy estimate available here.
 AI6086
 AI6086.Click photographs - Photos may exist for this station.
 AI6086
 AI6086.The dynamic height is computed by dividing the NAVD 88
 AI6086.geopotential number by the normal gravity value computed on the
 AI6086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6086.degrees latitude (g = 980.6199 gals.).
 AI6086
 AI6086.The modeled gravity was interpolated from observed gravity values.
 AI6086
 AI6086;                    North         East    Units  Estimated Accuracy
 AI6086;SPC WI S     -   192,244.      727,172.      MT  (+/- 10 meters HH2 GPS)
 AI6086
 AI6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8548341719(NAD 83)
 AI6086
 AI6086                          SUPERSEDED SURVEY CONTROL
 AI6086
 AI6086  NAVD 88 (04/20/07)  266.930  (m)          875.75   (f) SUPERSEDED  2 1
 AI6086  NAVD 88 (10/20/00)  266.924  (m)          875.73   (f) SUPERSEDED  2 1
 AI6086
 AI6086.Superseded values are not recommended for survey control.
 AI6086
 AI6086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6086.See file dsdata.pdf to determine how the superseded data were derived.
 AI6086
 AI6086_MARKER: DD = SURVEY DISK
 AI6086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6086_STAMPING: 3K35 1999
 AI6086_MARK LOGO: WIDT
 AI6086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6086+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 AI6086
 AI6086  HISTORY     - Date     Condition        Report By
 AI6086  HISTORY     - 1999     MONUMENTED       WIDT
 AI6086  HISTORY     - 20030709 GOOD             USPSQD
 AI6086  HISTORY     - 20050429 GOOD             WIDT
 AI6086  HISTORY     - 20060915 GOOD             USPSQD
 AI6086  HISTORY     - 20120326 GOOD             CITFDL
 AI6086
 AI6086                          STATION DESCRIPTION
 AI6086
 AI6086'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6086'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHEAST OF FOND DU LAC
 AI6086'AND 6.4 KM (3.95 MI) NORTHWEST OF EDEN.  OWNERSHIP--TOWN OF BYRON. TO
 AI6086'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 AI6086'HIGHWAY B APPROXIMATELY 8.0 KM (4.95 MI) SOUTH OF THE CITY OF FOND DU
 AI6086'LAC, GO EAST ON COUNTY HIGHWAY B FOR 3.2 KM (2.00 MI) TO COUNTY
 AI6086'HIGHWAY K, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY K FOR 2.98 KM
 AI6086'(1.85 MI) TO COUNTY HIGHWAY V, TURN LEFT AND GO WEST ON COUNTY HIGHWAY
 AI6086'V FOR 1.69 KM (1.05 MI) TO KELLY ROAD ON THE LEFT, TURN LEFT AND GO
 AI6086'SOUTH ON KELLY ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 AI6086'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6086'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3K35 1999-- AND SET IN
 AI6086'THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST RECESSED 3 CM
 AI6086'BELOW THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT.
 AI6086'THE STATION IS 7.4 M (24.3 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 AI6086'KELLY ROAD, 80.5 M (264.1 FT) SOUTH OF COUNTY HIGHWAY V, 80.2 M (263.1
 AI6086'FT) EAST-NORTHEAST OF THE CENTERLINE OF PRIVATE ENTRANCE --N4902--,
 AI6086'39.9 M (130.9 FT) SOUTH-SOUTHEAST OF POWER POLE --15-17-36 0/5--, 31.1
 AI6086'M (102.0 FT) SOUTH OF A METAL POST FOR --G.V.W.  RESTRICTIONS-- SIGN,
 AI6086'AND 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 AI6086'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6086'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6086
 AI6086                          STATION RECOVERY (2003)
 AI6086
 AI6086'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6086'RECOVERED IN GOOD CONDITION.
 AI6086
 AI6086                          STATION RECOVERY (2005)
 AI6086
 AI6086'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6086'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M NORTHWEST, 1 M
 AI6086'NORTHEAST, AND 1 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6086'CORRECTION TO 1999 DESCRIPTION--  THE STATION IS ABOUT 65 M (NOT 80.5
 AI6086'M) SOUTH OF COUNTY HIGHWAY V AND 130 M (NOT 80.2 M) EAST-NORTHEAST OF
 AI6086'THE CENTERLINE OF PRIVATE ENTRANCE --N4902--.  NOTE-- THE STATION IS 6
 AI6086'CM BELOW THE GROUND LEVEL ON THE ROAD SIDE OF THE CONCRETE POST.
 AI6086
 AI6086                          STATION RECOVERY (2006)
 AI6086
 AI6086'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6086'RECOVERED IN GOOD CONDITION.
 AI6086
 AI6086                          STATION RECOVERY (2012)
 AI6086
 AI6086'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6086'RECOVERED AS DESCRIBED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6046 ***********************************************************************
 AI6046  DESIGNATION -  3K36
 AI6046  PID         -  AI6046
 AI6046  STATE/COUNTY-  WI/FOND DU LAC
 AI6046  COUNTRY     -  US
 AI6046  USGS QUAD   -  BYRON (2018)
 AI6046
 AI6046                         *CURRENT SURVEY CONTROL
 AI6046  ______________________________________________________________________
 AI6046* NAD 83(1986) POSITION- 43 42 43.4    (N) 088 23 45.7    (W)   HD_HELD2
 AI6046* NAVD 88 ORTHO HEIGHT -   290.195 (meters)      952.08  (feet) ADJUSTED
 AI6046  ______________________________________________________________________
 AI6046  GEOID HEIGHT    -        -35.593 (meters)                     GEOID18
 AI6046  DYNAMIC HEIGHT  -        290.133 (meters)      951.88  (feet) COMP
 AI6046  MODELED GRAVITY -    980,398.3   (mgal)                       NAVD 88
 AI6046
 AI6046  VERT ORDER      -  SECOND    CLASS I
 AI6046
 AI6046.The horizontal coordinates were established by autonomous hand held GPS
 AI6046.observations and have an estimated accuracy of +/- 10 meters.
 AI6046
 AI6046.The orthometric height was determined by differential leveling and
 AI6046.adjusted by the WI DEPT OF TRANSP
 AI6046.in May 2012.
 AI6046
 AI6046.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6046.GEOID18 height accuracy estimate available here.
 AI6046
 AI6046.Click photographs - Photos may exist for this station.
 AI6046
 AI6046.The dynamic height is computed by dividing the NAVD 88
 AI6046.geopotential number by the normal gravity value computed on the
 AI6046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6046.degrees latitude (g = 980.6199 gals.).
 AI6046
 AI6046.The modeled gravity was interpolated from observed gravity values.
 AI6046
 AI6046;                    North         East    Units  Estimated Accuracy
 AI6046;SPC WI S     -   191,438.      729,254.      MT  (+/- 10 meters HH2 GPS)
 AI6046
 AI6046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8753440839(NAD 83)
 AI6046
 AI6046                          SUPERSEDED SURVEY CONTROL
 AI6046
 AI6046  NAVD 88 (04/20/07)  290.165  (m)          951.98   (f) SUPERSEDED  2 1
 AI6046  NAVD 88 (10/20/00)  290.158  (m)          951.96   (f) SUPERSEDED  2 1
 AI6046
 AI6046.Superseded values are not recommended for survey control.
 AI6046
 AI6046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6046.See file dsdata.pdf to determine how the superseded data were derived.
 AI6046
 AI6046_MARKER: DD = SURVEY DISK
 AI6046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6046_STAMPING: 3K36 1999
 AI6046_MARK LOGO: WIDT
 AI6046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6046+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6046
 AI6046  HISTORY     - Date     Condition        Report By
 AI6046  HISTORY     - 1999     MONUMENTED       WIDT
 AI6046  HISTORY     - 20030709 GOOD             USPSQD
 AI6046  HISTORY     - 20050428 GOOD             WIDT
 AI6046  HISTORY     - 20060923 GOOD             USPSQD
 AI6046
 AI6046                          STATION DESCRIPTION
 AI6046
 AI6046'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6046'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) SOUTHEAST OF FOND DU
 AI6046'LAC AND 3.2 KM (2.00 MI) NORTHWEST OF EDEN.  OWNERSHIP--FOND DU LAC
 AI6046'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (FOND
 AI6046'DU LAC AVENUE) WITH COUNTY HIGHWAY B (MAIN STREET) IN THE VILLAGE OF
 AI6046'EDEN, GO WEST ON COUNTY HIGHWAY B (MAIN STREET) FOR 0.5 KM (0.30 MI)
 AI6046'TO COUNTY HIGHWAY V, TURN RIGHT AND GO NORTH-NORTHWEST ON COUNTY
 AI6046'HIGHWAY V FOR 1.69 KM (1.05 MI) TO THE STATION ON THE RIGHT. THE
 AI6046'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6046'SURVEY CONTROL STATION DISK STAMPED --3K36 1999-- AND SET IN THE TOP
 AI6046'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH GROUND AND
 AI6046'ABOUT 1.0 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 12.3
 AI6046'M (40.4 FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY V, 43.5 M
 AI6046'(142.7 FT) NORTH OF POWER POLE --70-28898 40/5--, 31.1 M (102.0 FT)
 AI6046'EAST-SOUTHEAST OF THE NORTHEAST END OF A 20 CM (8-INCH) INLET FOR A
 AI6046'REINFORCED CONCRETE CULVERT PIPE, AND 1.0 M (3.3 FT) SOUTHWEST OF A
 AI6046'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6046'OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6046
 AI6046                          STATION RECOVERY (2003)
 AI6046
 AI6046'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6046'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- TO REACH THE
 AI6046'STATION FROM THE JUNCTION OF COUNTY HIGHWAYS B AND V, GO 1.2 MILE
 AI6046'NORTH ON COUNTY V TO A RAILROAD CROSSING.  CONTINUE FOR AN ADDITIONAL
 AI6046'0.7 MILE TO THE STATION ON THE RIGHT.
 AI6046
 AI6046                          STATION RECOVERY (2005)
 AI6046
 AI6046'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6046'RECOVERED IN GOOD CONDITION.  ADD-- FROM THE JUNCTION OF COUNTY
 AI6046'HIGHWAY K AND COUNTY HIGHWAY V ABOUT 2.5 MILES NORTHWEST OF EDEN,  GO
 AI6046'SOUTHEAST 0.35 MILE ON COUNTY HIGHWAY V TO THE STATION ON THE LEFT.
 AI6046'ALSO, THE STATION IS ABOUT 0.1 MILE NORTHWEST OF THE DRIVEWAY TO THE
 AI6046'RESIDENCE AT --N4695--, AND 0.7 M SOUTHWEST, 1 M NORTHWEST, AND 1 M
 AI6046'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6046
 AI6046                          STATION RECOVERY (2006)
 AI6046
 AI6046'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6045 ***********************************************************************
 AI6045  DESIGNATION -  3K37
 AI6045  PID         -  AI6045
 AI6045  STATE/COUNTY-  WI/FOND DU LAC
 AI6045  COUNTRY     -  US
 AI6045  USGS QUAD   -  BYRON (2018)
 AI6045
 AI6045                         *CURRENT SURVEY CONTROL
 AI6045  ______________________________________________________________________
 AI6045* NAD 83(1986) POSITION- 43 42 06.5    (N) 088 22 51.2    (W)   HD_HELD2
 AI6045* NAVD 88 ORTHO HEIGHT -   317.399 (meters)     1041.33  (feet) ADJUSTED
 AI6045  ______________________________________________________________________
 AI6045  GEOID HEIGHT    -        -35.554 (meters)                     GEOID18
 AI6045  DYNAMIC HEIGHT  -        317.331 (meters)     1041.11  (feet) COMP
 AI6045  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 AI6045
 AI6045  VERT ORDER      -  SECOND    CLASS I
 AI6045
 AI6045.The horizontal coordinates were established by autonomous hand held GPS
 AI6045.observations and have an estimated accuracy of +/- 10 meters.
 AI6045
 AI6045.The orthometric height was determined by differential leveling and
 AI6045.adjusted by the WI DEPT OF TRANSP
 AI6045.in May 2012.
 AI6045
 AI6045.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6045.GEOID18 height accuracy estimate available here.
 AI6045
 AI6045.Click photographs - Photos may exist for this station.
 AI6045
 AI6045.The dynamic height is computed by dividing the NAVD 88
 AI6045.geopotential number by the normal gravity value computed on the
 AI6045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6045.degrees latitude (g = 980.6199 gals.).
 AI6045
 AI6045.The modeled gravity was interpolated from observed gravity values.
 AI6045
 AI6045;                    North         East    Units  Estimated Accuracy
 AI6045;SPC WI S     -   190,323.      730,496.      MT  (+/- 10 meters HH2 GPS)
 AI6045
 AI6045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8873439680(NAD 83)
 AI6045
 AI6045                          SUPERSEDED SURVEY CONTROL
 AI6045
 AI6045  NAVD 88 (04/20/07)  317.369  (m)         1041.23   (f) SUPERSEDED  2 1
 AI6045  NAVD 88 (10/20/00)  317.361  (m)         1041.21   (f) SUPERSEDED  2 1
 AI6045
 AI6045.Superseded values are not recommended for survey control.
 AI6045
 AI6045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6045.See file dsdata.pdf to determine how the superseded data were derived.
 AI6045
 AI6045_MARKER: DD = SURVEY DISK
 AI6045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6045_STAMPING: 3K37 1999
 AI6045_MARK LOGO: WIDT
 AI6045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6045+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6045
 AI6045  HISTORY     - Date     Condition        Report By
 AI6045  HISTORY     - 1999     MONUMENTED       WIDT
 AI6045  HISTORY     - 20030709 GOOD             USPSQD
 AI6045  HISTORY     - 20050428 GOOD             WIDT
 AI6045  HISTORY     - 20060923 GOOD             USPSQD
 AI6045
 AI6045                          STATION DESCRIPTION
 AI6045
 AI6045'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6045'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTH-SOUTHEAST OF FOND
 AI6045'DU LAC AND 1.6 KM (1.00 MI) NORTHWEST OF EDEN.  OWNERSHIP--FOND DU LAC
 AI6045'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (FOND
 AI6045'DU LAC AVENUE) WITH COUNTY HIGHWAY B (MAIN STREET) IN THE VILLAGE OF
 AI6045'EDEN, GO WEST ON COUNTY HIGHWAY B (MAIN STREET) FOR 0.5 KM (0.30 MI)
 AI6045'TO COUNTY HIGHWAY V TURN RIGHT AND GO NORTH-NORTHWEST ON COUNTY
 AI6045'HIGHWAY V FOR 1.53 KM (0.95 MI) TO THE STATION ON THE RIGHT. THE
 AI6045'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6045'SURVEY CONTROL STATION DISK STAMPED --3K37 1999-- AND SET IN THE TOP
 AI6045'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6045'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 46.0 M (150.9
 AI6045'FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY V, 34.5 M (113.2 FT)
 AI6045'NORTHEAST OF POWER POLE --78-6013 55-4--, 24.6 M (80.7 FT)
 AI6045'EAST-SOUTHEAST OF WOOD POST FOR --REDUCED SPEED 35 MPH-- SIGN, AND 1.0
 AI6045'M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST. ---NOTE--- THIS
 AI6045'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES
 AI6045'ABOVE THE HORIZON.
 AI6045
 AI6045                          STATION RECOVERY (2003)
 AI6045
 AI6045'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6045'RECOVERED IN GOOD CONDITION.
 AI6045
 AI6045                          STATION RECOVERY (2005)
 AI6045
 AI6045'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6045'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE SOUTH OF
 AI6045'LIME ROAD TO THE EAST, 0.1 MILE NORTH OF THE EXTENDED DRIVEWAY TO
 AI6045'--N4402--, AND 1 M SOUTHWEST, 1 M NORTHWEST, AND 1 M SOUTHEAST OF
 AI6045'THREE WHITE PLASTIC WITNESS POSTS.
 AI6045
 AI6045                          STATION RECOVERY (2006)
 AI6045
 AI6045'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6044 ***********************************************************************
 AI6044  DESIGNATION -  3K38
 AI6044  PID         -  AI6044
 AI6044  STATE/COUNTY-  WI/FOND DU LAC
 AI6044  COUNTRY     -  US
 AI6044  USGS QUAD   -  EDEN (2018)
 AI6044
 AI6044                         *CURRENT SURVEY CONTROL
 AI6044  ______________________________________________________________________
 AI6044* NAD 83(1986) POSITION- 43 41 29.74   (N) 088 22 04.36   (W)   HD_HELD1
 AI6044* NAVD 88 ORTHO HEIGHT -   320.544 (meters)     1051.65  (feet) ADJUSTED
 AI6044  ______________________________________________________________________
 AI6044  GEOID HEIGHT    -        -35.520 (meters)                     GEOID18
 AI6044  DYNAMIC HEIGHT  -        320.476 (meters)     1051.43  (feet) COMP
 AI6044  MODELED GRAVITY -    980,395.5   (mgal)                       NAVD 88
 AI6044
 AI6044  VERT ORDER      -  SECOND    CLASS I
 AI6044
 AI6044.The horizontal coordinates were determined by differentially corrected
 AI6044.hand held GPS observations or other comparable positioning techniques
 AI6044.and have an estimated accuracy of +/- 3 meters.
 AI6044
 AI6044.The orthometric height was determined by differential leveling and
 AI6044.adjusted by the WI DEPT OF TRANSP
 AI6044.in May 2012.
 AI6044
 AI6044.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6044.GEOID18 height accuracy estimate available here.
 AI6044
 AI6044.Click photographs - Photos may exist for this station.
 AI6044
 AI6044.The dynamic height is computed by dividing the NAVD 88
 AI6044.geopotential number by the normal gravity value computed on the
 AI6044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6044.degrees latitude (g = 980.6199 gals.).
 AI6044
 AI6044.The modeled gravity was interpolated from observed gravity values.
 AI6044
 AI6044;                    North         East    Units  Estimated Accuracy
 AI6044;SPC WI S     -   189,209.2     731,566.9     MT  (+/- 3 meters HH1 GPS) 
 AI6044
 AI6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8976438528(NAD 83)
 AI6044
 AI6044                          SUPERSEDED SURVEY CONTROL
 AI6044
 AI6044  NAVD 88 (04/20/07)  320.515  (m)         1051.56   (f) SUPERSEDED  2 1
 AI6044  NAVD 88 (10/20/00)  320.506  (m)         1051.53   (f) SUPERSEDED  2 1
 AI6044
 AI6044.Superseded values are not recommended for survey control.
 AI6044
 AI6044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6044.See file dsdata.pdf to determine how the superseded data were derived.
 AI6044
 AI6044_MARKER: DD = SURVEY DISK
 AI6044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6044_STAMPING: 3K38 1999
 AI6044_MARK LOGO: WIDT
 AI6044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6044+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6044
 AI6044  HISTORY     - Date     Condition        Report By
 AI6044  HISTORY     - 1999     MONUMENTED       WIDT
 AI6044  HISTORY     - 20030709 GOOD             USPSQD
 AI6044  HISTORY     - 20050421 GOOD             WIDT
 AI6044  HISTORY     - 20060923 GOOD             USPSQD
 AI6044
 AI6044                          STATION DESCRIPTION
 AI6044
 AI6044'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6044'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTHEAST OF FOND DU
 AI6044'LAC IN EDEN.  OWNERSHIP--FOND DU LAC COUNTY.  TO REACH THE STATION
 AI6044'FROM THE JUNCTION OF US HIGHWAY 45 (FOND DU LAC AVENUE) WITH COUNTY
 AI6044'HIGHWAY B (MAIN STREET) IN THE VILLAGE OF EDEN, GO WEST ON COUNTY
 AI6044'HIGHWAY B FOR 0.5 KM (0.30 MI) TO COUNTY HIGHWAY V, TURN LEFT AND GO
 AI6044'SOUTH ON COUNTY HIGHWAY V FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 AI6044'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6044'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3K38 1999-- AND SET IN
 AI6044'THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH GROUND
 AI6044'AND LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 16.1 M (52.8 FT)
 AI6044'NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY V, 33.1 M (108.6 FT)
 AI6044'SOUTHWEST OF POWER PEDESTAL --91-U 5839--, 33.1 M (108.6 FT) SOUTHEAST
 AI6044'OF THE SOUTHWEST WOOD POST FOR A --COMMUNITY ORGANIZATION CRESTS--
 AI6044'SIGN, 20.6 M (67.6 FT) NORTH-NORTHWEST OF THE CENTER OF A 12 CM
 AI6044'(5-INCH) DIAMETER BOX ELDER TREE, 12.9 M (42.3 FT) NORTH-NORTHWEST OF
 AI6044'THE NORTHWEST END OF A 47 CM (18-INCH) DIAMETER CORRUGATED METAL
 AI6044'CULVERT PIPE, AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 AI6044'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO
 AI6044'MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6044
 AI6044                          STATION RECOVERY (2003)
 AI6044
 AI6044'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6044'RECOVERED IN GOOD CONDITION.
 AI6044
 AI6044                          STATION RECOVERY (2005)
 AI6044
 AI6044'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6044'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3 CM BELOW GROUND
 AI6044'LEVEL.
 AI6044
 AI6044                          STATION RECOVERY (2006)
 AI6044
 AI6044'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6043 ***********************************************************************
 AI6043  DESIGNATION -  3K39
 AI6043  PID         -  AI6043
 AI6043  STATE/COUNTY-  WI/FOND DU LAC
 AI6043  COUNTRY     -  US
 AI6043  USGS QUAD   -  EDEN (2018)
 AI6043
 AI6043                         *CURRENT SURVEY CONTROL
 AI6043  ______________________________________________________________________
 AI6043* NAD 83(1986) POSITION- 43 41 35.41   (N) 088 21 19.52   (W)   HD_HELD1
 AI6043* NAVD 88 ORTHO HEIGHT -   313.720 (meters)     1029.26  (feet) ADJUSTED
 AI6043  ______________________________________________________________________
 AI6043  GEOID HEIGHT    -        -35.516 (meters)                     GEOID18
 AI6043  DYNAMIC HEIGHT  -        313.653 (meters)     1029.04  (feet) COMP
 AI6043  MODELED GRAVITY -    980,395.5   (mgal)                       NAVD 88
 AI6043
 AI6043  VERT ORDER      -  SECOND    CLASS I
 AI6043
 AI6043.The horizontal coordinates were determined by differentially corrected
 AI6043.hand held GPS observations or other comparable positioning techniques
 AI6043.and have an estimated accuracy of +/- 3 meters.
 AI6043
 AI6043.The orthometric height was determined by differential leveling and
 AI6043.adjusted by the WI DEPT OF TRANSP
 AI6043.in May 2012.
 AI6043
 AI6043.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6043.GEOID18 height accuracy estimate available here.
 AI6043
 AI6043.Click photographs - Photos may exist for this station.
 AI6043
 AI6043.The dynamic height is computed by dividing the NAVD 88
 AI6043.geopotential number by the normal gravity value computed on the
 AI6043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6043.degrees latitude (g = 980.6199 gals.).
 AI6043
 AI6043.The modeled gravity was interpolated from observed gravity values.
 AI6043
 AI6043;                    North         East    Units  Estimated Accuracy
 AI6043;SPC WI S     -   189,403.9     732,567.4     MT  (+/- 3 meters HH1 GPS) 
 AI6043
 AI6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9077138687(NAD 83)
 AI6043
 AI6043                          SUPERSEDED SURVEY CONTROL
 AI6043
 AI6043  NAVD 88 (04/20/07)  313.690  (m)         1029.16   (f) SUPERSEDED  2 1
 AI6043  NAVD 88 (10/20/00)  313.681  (m)         1029.14   (f) SUPERSEDED  2 1
 AI6043
 AI6043.Superseded values are not recommended for survey control.
 AI6043
 AI6043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6043.See file dsdata.pdf to determine how the superseded data were derived.
 AI6043
 AI6043_MARKER: DD = SURVEY DISK
 AI6043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6043_STAMPING: 3K39 1999
 AI6043_MARK LOGO: WIDT
 AI6043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6043+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6043
 AI6043  HISTORY     - Date     Condition        Report By
 AI6043  HISTORY     - 1999     MONUMENTED       WIDT
 AI6043  HISTORY     - 20030709 GOOD             USPSQD
 AI6043  HISTORY     - 20050428 GOOD             WIDT
 AI6043  HISTORY     - 20060923 GOOD             USPSQD
 AI6043
 AI6043                          STATION DESCRIPTION
 AI6043
 AI6043'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6043'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTHEAST OF FOND DU
 AI6043'LAC, AND 0.4 MI (0.6 KM) EAST OF EDEN.  OWNERSHIP--WISCONSIN
 AI6043'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6043'US HIGHWAY 45 (FOND DU LAC AVENUE) WITH COUNTY HIGHWAY B (MAIN STREET)
 AI6043'IN THE VILLAGE OF EDEN, GO EAST ON US HIGHWAY 45 AND COUNTY HIGHWAY B
 AI6043'(MAIN STREET) FOR 0.6 KM (0.35 MI) TO THE STATION ON THE LEFT.  THE
 AI6043'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6043'SURVEY CONTROL STATION DISK STAMPED --3K39 1999-- AND SET IN THE TOP
 AI6043'OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH GROUND AND
 AI6043'LEVEL WITH HIGHWAY PAVEMENT.  THE STATION IS 12.3 M (40.4 FT) NORTH OF
 AI6043'THE CENTERLINE OF US HIGHWAY 45 AND COUNTY HIGHWAY B, 29.3 M (96.1 FT)
 AI6043'NORTH OF EASTERN MOST WOOD POST FOR --BAUMHARDT SAND AND GRAVEL--
 AI6043'SIGN, 19.9 M (65.3 FT) EAST-SOUTHEAST OF TELEPHONE PEDESTAL --1283--,
 AI6043'17.5 M (57.4 FT) EAST-NORTHEAST OF A WOOD POST FOR --EDEN POPULATION
 AI6043'534-- SIGN, 13.0 M (42.7 FT) EAST OF EXTENDED CENTERLINE OF PRIVATE
 AI6043'ENTRANCE --W3998--, AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC
 AI6043'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 AI6043'EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6043
 AI6043                          STATION RECOVERY (2003)
 AI6043
 AI6043'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6043'RECOVERED IN GOOD CONDITION.
 AI6043
 AI6043                          STATION RECOVERY (2005)
 AI6043
 AI6043'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6043'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M SOUTH, 1 M
 AI6043'NORTHWEST, AND 1 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6043
 AI6043                          STATION RECOVERY (2006)
 AI6043
 AI6043'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6042 ***********************************************************************
 AI6042  DESIGNATION -  3K40
 AI6042  PID         -  AI6042
 AI6042  STATE/COUNTY-  WI/FOND DU LAC
 AI6042  COUNTRY     -  US
 AI6042  USGS QUAD   -  EDEN (2018)
 AI6042
 AI6042                         *CURRENT SURVEY CONTROL
 AI6042  ______________________________________________________________________
 AI6042* NAD 83(1986) POSITION- 43 41 32.61   (N) 088 20 02.70   (W)   HD_HELD1
 AI6042* NAVD 88 ORTHO HEIGHT -   318.912 (meters)     1046.30  (feet) ADJUSTED
 AI6042  ______________________________________________________________________
 AI6042  GEOID HEIGHT    -        -35.503 (meters)                     GEOID18
 AI6042  DYNAMIC HEIGHT  -        318.843 (meters)     1046.07  (feet) COMP
 AI6042  MODELED GRAVITY -    980,394.7   (mgal)                       NAVD 88
 AI6042
 AI6042  VERT ORDER      -  SECOND    CLASS I
 AI6042
 AI6042.The horizontal coordinates were determined by differentially corrected
 AI6042.hand held GPS observations or other comparable positioning techniques
 AI6042.and have an estimated accuracy of +/- 3 meters.
 AI6042
 AI6042.The orthometric height was determined by differential leveling and
 AI6042.adjusted by the WI DEPT OF TRANSP
 AI6042.in May 2012.
 AI6042
 AI6042.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6042.GEOID18 height accuracy estimate available here.
 AI6042
 AI6042.Click photographs - Photos may exist for this station.
 AI6042
 AI6042.The dynamic height is computed by dividing the NAVD 88
 AI6042.geopotential number by the normal gravity value computed on the
 AI6042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6042.degrees latitude (g = 980.6199 gals.).
 AI6042
 AI6042.The modeled gravity was interpolated from observed gravity values.
 AI6042
 AI6042;                    North         East    Units  Estimated Accuracy
 AI6042;SPC WI S     -   189,351.7     734,289.0     MT  (+/- 3 meters HH1 GPS) 
 AI6042
 AI6042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9248938573(NAD 83)
 AI6042
 AI6042                          SUPERSEDED SURVEY CONTROL
 AI6042
 AI6042  NAVD 88 (04/20/07)  318.882  (m)         1046.20   (f) SUPERSEDED  2 1
 AI6042  NAVD 88 (10/20/00)  318.872  (m)         1046.17   (f) SUPERSEDED  2 1
 AI6042
 AI6042.Superseded values are not recommended for survey control.
 AI6042
 AI6042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6042.See file dsdata.pdf to determine how the superseded data were derived.
 AI6042
 AI6042_MARKER: DD = SURVEY DISK
 AI6042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6042_STAMPING: 3K40 1999
 AI6042_MARK LOGO: WIDT
 AI6042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6042+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6042
 AI6042  HISTORY     - Date     Condition        Report By
 AI6042  HISTORY     - 1999     MONUMENTED       WIDT
 AI6042  HISTORY     - 20030709 GOOD             USPSQD
 AI6042  HISTORY     - 20050504 GOOD             WIDT
 AI6042  HISTORY     - 20060923 GOOD             USPSQD
 AI6042
 AI6042                          STATION DESCRIPTION
 AI6042
 AI6042'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6042'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTHEAST OF FOND DU
 AI6042'LAC AND 11.3 KM (7.00 MI) NORTHWEST OF CAMPBELLSPORT.
 AI6042'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6042'STATION FROM THE JUNCTION OF US HIGHWAY 45 (FOND DU LAC AVENUE) WITH
 AI6042'COUNTY HIGHWAY B (MAIN STREET) IN THE VILLAGE OF EDEN, GO EAST ON US
 AI6042'HIGHWAY 45 AND COUNTY HIGHWAY B (MAIN STREET) FOR 1.0 KM (0.60 MI) TO
 AI6042'WINTER ROAD ON THE LEFT, CONTINUE EAST ON US HIGHWAY 45 AND COUNTY
 AI6042'HIGHWAY B FOR 1.3 KM (0.80 MI) TO THE STATION ON THE LEFT.  THE
 AI6042'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6042'SURVEY CONTROL STATION DISK STAMPED --3K40 1999-- AND SET IN THE TOP
 AI6042'OF A 41-CM (16-INCH) CONCRETE POST FLUSH WITH GROUND AND LEVEL WITH
 AI6042'THE HIGHWAY PAVEMENT.  THE STATION IS 12.2 M (40.0 FT) NORTH OF THE
 AI6042'CENTERLINE OF US HIGHWAY 45 AND COUNTY HIGHWAY B, 33.5 M (109.9 FT)
 AI6042'NORTHEAST OF POWER POLE --58-70035--, 17.6 M (57.7 FT) NORTHWEST OF A
 AI6042'WOOD POST FOR --NO PASSING ZONE-- SIGN, 6.0 M (19.7 FT) WEST OF
 AI6042'CENTERLINE OF FIELD ENTRANCE, 4.2 M (13.8 FT) NORTH-NORTHWEST OF THE
 AI6042'WEST END OF A 41-CM (16-INCH) DIAMETER CORRUGATED METAL PIPE CULVERT,
 AI6042'AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI6042'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 AI6042'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6042
 AI6042                          STATION RECOVERY (2003)
 AI6042
 AI6042'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6042'RECOVERED IN GOOD CONDITION.
 AI6042
 AI6042                          STATION RECOVERY (2005)
 AI6042
 AI6042'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6042'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTH, 1 M
 AI6042'NORTHEAST, AND 1 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6042
 AI6042                          STATION RECOVERY (2006)
 AI6042
 AI6042'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6041 ***********************************************************************
 AI6041  DESIGNATION -  3K41
 AI6041  PID         -  AI6041
 AI6041  STATE/COUNTY-  WI/FOND DU LAC
 AI6041  COUNTRY     -  US
 AI6041  USGS QUAD   -  EDEN (2018)
 AI6041
 AI6041                         *CURRENT SURVEY CONTROL
 AI6041  ______________________________________________________________________
 AI6041* NAD 83(1986) POSITION- 43 41 30.95   (N) 088 18 53.43   (W)   HD_HELD1
 AI6041* NAVD 88 ORTHO HEIGHT -   320.724 (meters)     1052.24  (feet) ADJUSTED
 AI6041  ______________________________________________________________________
 AI6041  GEOID HEIGHT    -        -35.495 (meters)                     GEOID18
 AI6041  DYNAMIC HEIGHT  -        320.655 (meters)     1052.02  (feet) COMP
 AI6041  MODELED GRAVITY -    980,394.0   (mgal)                       NAVD 88
 AI6041
 AI6041  VERT ORDER      -  SECOND    CLASS I
 AI6041
 AI6041.The horizontal coordinates were determined by differentially corrected
 AI6041.hand held GPS observations or other comparable positioning techniques
 AI6041.and have an estimated accuracy of +/- 3 meters.
 AI6041
 AI6041.The orthometric height was determined by differential leveling and
 AI6041.adjusted by the WI DEPT OF TRANSP
 AI6041.in May 2012.
 AI6041
 AI6041.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6041.GEOID18 height accuracy estimate available here.
 AI6041
 AI6041.Click photographs - Photos may exist for this station.
 AI6041
 AI6041.The dynamic height is computed by dividing the NAVD 88
 AI6041.geopotential number by the normal gravity value computed on the
 AI6041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6041.degrees latitude (g = 980.6199 gals.).
 AI6041
 AI6041.The modeled gravity was interpolated from observed gravity values.
 AI6041
 AI6041;                    North         East    Units  Estimated Accuracy
 AI6041;SPC WI S     -   189,331.6     735,840.9     MT  (+/- 3 meters HH1 GPS) 
 AI6041
 AI6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9403938497(NAD 83)
 AI6041
 AI6041                          SUPERSEDED SURVEY CONTROL
 AI6041
 AI6041  NAVD 88 (04/20/07)  320.695  (m)         1052.15   (f) SUPERSEDED  2 1
 AI6041  NAVD 88 (10/20/00)  320.684  (m)         1052.11   (f) SUPERSEDED  2 1
 AI6041
 AI6041.Superseded values are not recommended for survey control.
 AI6041
 AI6041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6041.See file dsdata.pdf to determine how the superseded data were derived.
 AI6041
 AI6041_MARKER: DD = SURVEY DISK
 AI6041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6041_STAMPING: 3K41 1999
 AI6041_MARK LOGO: WIDT
 AI6041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6041+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6041
 AI6041  HISTORY     - Date     Condition        Report By
 AI6041  HISTORY     - 1999     MONUMENTED       WIDT
 AI6041  HISTORY     - 20030709 GOOD             USPSQD
 AI6041  HISTORY     - 20050504 GOOD             WIDT
 AI6041  HISTORY     - 20060923 GOOD             USPSQD
 AI6041
 AI6041                          STATION DESCRIPTION
 AI6041
 AI6041'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6041'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTHEAST OF FOND DU
 AI6041'LAC AND 11.3 KM (7.00 MI) NORTH-NORTHEAST OF CAMPBELLSPORT.
 AI6041'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6041'STATION FROM THE JUNCTION OF US HIGHWAY 45 (FOND DU LAC AVENUE) WITH
 AI6041'COUNTY HIGHWAY B (MAIN STREET) IN THE VILLAGE OF EDEN, GO EAST ON US
 AI6041'HIGHWAY 45 AND COUNTY HIGHWAY B (MAIN STREET) FOR 3.14 KM (1.95 MI) TO
 AI6041'CHURCH ROAD ON THE LEFT, CONTINUE EAST ON US HIGHWAY 45 AND COUNTY
 AI6041'HIGHWAY B FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT.  THE
 AI6041'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6041'SURVEY CONTROL STATION DISK STAMPED --3K41 1999--, AND SET IN THE TOP
 AI6041'OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6041'ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.1
 AI6041'M (33.1 FT) NORTH OF THE CENTERLINE OF HIGHWAY 45 AND COUNTY HIGHWAY
 AI6041'B, 52.8 M (173.2 FT) EAST OF TELEPHONE PEDESTAL --1301--, 29.6 M (97.1
 AI6041'FT) NORTH-NORTHEAST OF POWER POLE --58-70058--, 14 M (45.9 FT)
 AI6041'EAST-NORTHEAST OF CENTERLINE OF FIELD ENTRANCE, AND 1.0 M (3.3 FT)
 AI6041'SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI6041'VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE
 AI6041'HORIZON.
 AI6041
 AI6041                          STATION RECOVERY (2003)
 AI6041
 AI6041'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6041'RECOVERED IN GOOD CONDITION.
 AI6041
 AI6041                          STATION RECOVERY (2005)
 AI6041
 AI6041'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6041'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 6 CM BELOW GROUND
 AI6041'LEVEL AND NORTH-NORTHWEST (NOT NORTH-NORTHEAST) OF POWER POLE NUMBER
 AI6041'--58-70058--.  ADD-- THE STATION IS 0.8 M SOUTH, 1 M EAST, AND 1 M
 AI6041'WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6041
 AI6041                          STATION RECOVERY (2006)
 AI6041
 AI6041'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7786 ***********************************************************************
 DE7786  DESIGNATION -  3K42
 DE7786  PID         -  DE7786
 DE7786  STATE/COUNTY-  WI/FOND DU LAC
 DE7786  COUNTRY     -  US
 DE7786  USGS QUAD   -  SAINT PETER (2018)
 DE7786
 DE7786                         *CURRENT SURVEY CONTROL
 DE7786  ______________________________________________________________________
 DE7786* NAD 83(1986) POSITION- 43 48 53.40   (N) 088 21 39.84   (W)   HD_HELD1
 DE7786* NAVD 88 ORTHO HEIGHT -   307.265 (meters)     1008.09  (feet) ADJUSTED
 DE7786  ______________________________________________________________________
 DE7786  GEOID HEIGHT    -        -35.801 (meters)                     GEOID18
 DE7786  DYNAMIC HEIGHT  -        307.201 (meters)     1007.88  (feet) COMP
 DE7786  MODELED GRAVITY -    980,404.1   (mgal)                       NAVD 88
 DE7786
 DE7786  VERT ORDER      -  SECOND    CLASS I
 DE7786
 DE7786.The horizontal coordinates were determined by differentially corrected
 DE7786.hand held GPS observations or other comparable positioning techniques
 DE7786.and have an estimated accuracy of +/- 3 meters.
 DE7786
 DE7786.The orthometric height was determined by differential leveling and
 DE7786.adjusted by the WI DEPT OF TRANSP
 DE7786.in May 2012.
 DE7786
 DE7786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7786.GEOID18 height accuracy estimate available here.
 DE7786
 DE7786.Click photographs - Photos may exist for this station.
 DE7786
 DE7786.The dynamic height is computed by dividing the NAVD 88
 DE7786.geopotential number by the normal gravity value computed on the
 DE7786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7786.degrees latitude (g = 980.6199 gals.).
 DE7786
 DE7786.The modeled gravity was interpolated from observed gravity values.
 DE7786
 DE7786;                    North         East    Units  Estimated Accuracy
 DE7786;SPC WI S     -   202,909.4     731,846.8     MT  (+/- 3 meters HH1 GPS) 
 DE7786
 DE7786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9053852207(NAD 83)
 DE7786
 DE7786                          SUPERSEDED SURVEY CONTROL
 DE7786
 DE7786  NAVD 88 (04/20/07)  307.232  (m)         1007.98   (f) SUPERSEDED  2 1
 DE7786  NAVD 88 (05/16/03)  307.245  (m)         1008.02   (f) SUPERSEDED  2 1
 DE7786
 DE7786.Superseded values are not recommended for survey control.
 DE7786
 DE7786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7786.See file dsdata.pdf to determine how the superseded data were derived.
 DE7786
 DE7786_MARKER: DD = SURVEY DISK
 DE7786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7786_STAMPING: 3K42 2001
 DE7786_MARK LOGO: WIDT
 DE7786_PROJECTION: FLUSH
 DE7786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7786+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2006
 DE7786
 DE7786  HISTORY     - Date     Condition        Report By
 DE7786  HISTORY     - 2000     MONUMENTED       WIDT
 DE7786  HISTORY     - 20030708 MARK NOT FOUND   USPSQD
 DE7786  HISTORY     - 20050829 GOOD             WIDT
 DE7786  HISTORY     - 20060929 GOOD             USPSQD
 DE7786
 DE7786                          STATION DESCRIPTION
 DE7786
 DE7786'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7786'THE STATION IS LOCATED ABOUT 9 KM WEST-SOUTHWEST OF MT CALVARY AND 8
 DE7786'KM NORTHEAST OF FOND DU LAC.  OWNERSHIP--TOWN OF TAYCHEEDAH.  TO
 DE7786'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DE7786'HIGHWAY 149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO EAST
 DE7786'ON STATE HIGHWAY 149 FOR 0.5 KM TO COUNTY HIGHWAY UU ON THE RIGHT,
 DE7786'TURN RIGHT AND GO SOUTHEAST ON COUNTY HIGHWAY UU FOR 0.3 KM TO LEDGE
 DE7786'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON LEDGE ROAD FOR 0.8 KM FINE
 DE7786'VIEW ROAD AND THE STATION ON THE LEFT.    THE STATION IS A BRONZE
 DE7786'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7786'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7786'A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE
 DE7786'STATION IS 8.7 M NORTH OF THE CENTERLINE OF LODGE ROAD, 45.5 M EAST
 DE7786'OF THE CENTERLINE OF FINE VIEW ROAD, 30.7 M NORTHEAST OF POWER POLE
 DE7786'--16-18-33 0/35--, 23.1 M NORTHWEST OF POWER POLE --16-18-33 2/36, 6
 DE7786'M SOUTH OF A CULTIVATED FIELD, 0.9 M SOUTH OF A WHITE PLASTIC WITNESS
 DE7786'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7786'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7786
 DE7786                          STATION RECOVERY (2003)
 DE7786
 DE7786'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7786'NOT FOUND.  CONSTRUCTION OF A NEW CULVERT AND LANDSCAPPING MAY HAVE
 DE7786'COVERED THE STATION.
 DE7786
 DE7786                          STATION RECOVERY (2005)
 DE7786
 DE7786'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7786'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN A HOLE 63 CM
 DE7786'BELOW GROUND LEVEL THAT HAS BEEN BACK FILLED WITH SAND AND 1.0 M
 DE7786'SOUTH, 1.0 M NORTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC
 DE7786'WITNESS POSTS.
 DE7786
 DE7786                          STATION RECOVERY (2006)
 DE7786
 DE7786'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7786'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7774 ***********************************************************************
 DE7774  DESIGNATION -  3K43
 DE7774  PID         -  DE7774
 DE7774  STATE/COUNTY-  WI/FOND DU LAC
 DE7774  COUNTRY     -  US
 DE7774  USGS QUAD   -  SAINT PETER (2018)
 DE7774
 DE7774                         *CURRENT SURVEY CONTROL
 DE7774  ______________________________________________________________________
 DE7774* NAD 83(1986) POSITION- 43 48 49.94   (N) 088 20 29.95   (W)   HD_HELD1
 DE7774* NAVD 88 ORTHO HEIGHT -   304.661 (meters)      999.54  (feet) ADJUSTED
 DE7774  ______________________________________________________________________
 DE7774  GEOID HEIGHT    -        -35.780 (meters)                     GEOID18
 DE7774  DYNAMIC HEIGHT  -        304.598 (meters)      999.34  (feet) COMP
 DE7774  MODELED GRAVITY -    980,402.2   (mgal)                       NAVD 88
 DE7774
 DE7774  VERT ORDER      -  SECOND    CLASS I
 DE7774
 DE7774.The horizontal coordinates were determined by differentially corrected
 DE7774.hand held GPS observations or other comparable positioning techniques
 DE7774.and have an estimated accuracy of +/- 3 meters.
 DE7774
 DE7774.The orthometric height was determined by differential leveling and
 DE7774.adjusted by the WI DEPT OF TRANSP
 DE7774.in May 2012.
 DE7774
 DE7774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7774.GEOID18 height accuracy estimate available here.
 DE7774
 DE7774.Click photographs - Photos may exist for this station.
 DE7774
 DE7774.The dynamic height is computed by dividing the NAVD 88
 DE7774.geopotential number by the normal gravity value computed on the
 DE7774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7774.degrees latitude (g = 980.6199 gals.).
 DE7774
 DE7774.The modeled gravity was interpolated from observed gravity values.
 DE7774
 DE7774;                    North         East    Units  Estimated Accuracy
 DE7774;SPC WI S     -   202,833.6     733,410.5     MT  (+/- 3 meters HH1 GPS) 
 DE7774
 DE7774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9209852075(NAD 83)
 DE7774
 DE7774                          SUPERSEDED SURVEY CONTROL
 DE7774
 DE7774  NAVD 88 (04/20/07)  304.629  (m)          999.44   (f) SUPERSEDED  2 1
 DE7774  NAVD 88 (05/16/03)  304.640  (m)          999.47   (f) SUPERSEDED  2 1
 DE7774
 DE7774.Superseded values are not recommended for survey control.
 DE7774
 DE7774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7774.See file dsdata.pdf to determine how the superseded data were derived.
 DE7774
 DE7774_MARKER: DD = SURVEY DISK
 DE7774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7774_STAMPING: 3K43 2001
 DE7774_MARK LOGO: WIDT
 DE7774_PROJECTION: FLUSH
 DE7774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7774+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2006
 DE7774
 DE7774  HISTORY     - Date     Condition        Report By
 DE7774  HISTORY     - 2000     MONUMENTED       WIDT
 DE7774  HISTORY     - 20030708 GOOD             USPSQD
 DE7774  HISTORY     - 20050831 GOOD             WIDT
 DE7774  HISTORY     - 20060929 GOOD             USPSQD
 DE7774
 DE7774                          STATION DESCRIPTION
 DE7774
 DE7774'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7774'THE STATION IS LOCATED ABOUT 10 KM NORTHEAST OF FOND DU LAC AND 8 KM
 DE7774'WEST-SOUTHWEST OF MT CALVARY.  OWNERSHIP--TOWN OF TAYCHEEDAH.  TO
 DE7774'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DE7774'HIGHWAY 149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO EAST
 DE7774'ON STATE HIGHWAY 149 FOR 0.5 KM TO COUNTY HIGHWAY UU ON THE RIGHT,
 DE7774'TURN RIGHT AND GO SOUTHEAST ON COUNTY HIGHWAY UU FOR 0.3 KM TO LEDGE
 DE7774'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON LEDGE ROAD FOR 2.4 KM TO
 DE7774'CHURCH ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON CHURCH ROAD FOR
 DE7774'0.1 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7774'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7774'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7774'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.5 M WEST OF
 DE7774'THE CENTERLINE OF CHURCH ROAD, 198 M SOUTH OF A WOOD POST FOR A
 DE7774'--STOP AHEAD-- SIGN, 37.4 M NORTHEAST OF A 10-CM DIAMETER SPRUCE
 DE7774'TREE, 6 M EAST OF A CULTIVATED FIELD AND 1.3 M EAST OF A WHITE
 DE7774'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7774'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7774
 DE7774                          STATION RECOVERY (2003)
 DE7774
 DE7774'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7774'RECOVERED IN GOOD CONDITION.  NOTE- THERE IS NO WITNESS POST PRESENT.
 DE7774
 DE7774                          STATION RECOVERY (2005)
 DE7774
 DE7774'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7774'RECOVERED IN GOOD CONDITION.  NOTE-- THE CONCRETE POST HAS SHALLOW
 DE7774'GOUGES RUNNING NORTH-SOUTH AND THE DISK HAS SMALL SCRAPES RUNNING
 DE7774'NORTH-SOUTH.  ADD-- THE STATION IS 20.9 M NORTH OF THE CENTERLINE OF A
 DE7774'FIELD ENTRANCE AND 1.1 M EAST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE
 DE7774'WHITE PLASTIC WITNESS POSTS.
 DE7774
 DE7774                          STATION RECOVERY (2006)
 DE7774
 DE7774'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7773 ***********************************************************************
 DE7773  DESIGNATION -  3K44
 DE7773  PID         -  DE7773
 DE7773  STATE/COUNTY-  WI/FOND DU LAC
 DE7773  COUNTRY     -  US
 DE7773  USGS QUAD   -  SAINT PETER (2018)
 DE7773
 DE7773                         *CURRENT SURVEY CONTROL
 DE7773  ______________________________________________________________________
 DE7773* NAD 83(1986) POSITION- 43 49 09.5    (N) 088 19 09.3    (W)   HD_HELD2
 DE7773* NAVD 88 ORTHO HEIGHT -   316.236 (meters)     1037.52  (feet) ADJUSTED
 DE7773  ______________________________________________________________________
 DE7773  GEOID HEIGHT    -        -35.778 (meters)                     GEOID18
 DE7773  DYNAMIC HEIGHT  -        316.170 (meters)     1037.30  (feet) COMP
 DE7773  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 DE7773
 DE7773  VERT ORDER      -  SECOND    CLASS I
 DE7773
 DE7773.The horizontal coordinates were established by autonomous hand held GPS
 DE7773.observations and have an estimated accuracy of +/- 10 meters.
 DE7773
 DE7773.The orthometric height was determined by differential leveling and
 DE7773.adjusted by the WI DEPT OF TRANSP
 DE7773.in May 2012.
 DE7773
 DE7773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7773.GEOID18 height accuracy estimate available here.
 DE7773
 DE7773.Click photographs - Photos may exist for this station.
 DE7773
 DE7773.The dynamic height is computed by dividing the NAVD 88
 DE7773.geopotential number by the normal gravity value computed on the
 DE7773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7773.degrees latitude (g = 980.6199 gals.).
 DE7773
 DE7773.The modeled gravity was interpolated from observed gravity values.
 DE7773
 DE7773;                    North         East    Units  Estimated Accuracy
 DE7773;SPC WI S     -   203,473.      735,200.      MT  (+/- 10 meters HH2 GPS)
 DE7773
 DE7773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9390952649(NAD 83)
 DE7773
 DE7773                          SUPERSEDED SURVEY CONTROL
 DE7773
 DE7773  NAVD 88 (04/20/07)  316.204  (m)         1037.41   (f) SUPERSEDED  2 1
 DE7773  NAVD 88 (05/16/03)  316.214  (m)         1037.45   (f) SUPERSEDED  2 1
 DE7773
 DE7773.Superseded values are not recommended for survey control.
 DE7773
 DE7773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7773.See file dsdata.pdf to determine how the superseded data were derived.
 DE7773
 DE7773_MARKER: DD = SURVEY DISK
 DE7773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7773_STAMPING: 3K44 2001
 DE7773_MARK LOGO: WIDT
 DE7773_PROJECTION: FLUSH
 DE7773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7773+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2006
 DE7773
 DE7773  HISTORY     - Date     Condition        Report By
 DE7773  HISTORY     - 2000     MONUMENTED       WIDT
 DE7773  HISTORY     - 20030708 GOOD             USPSQD
 DE7773  HISTORY     - 20050831 GOOD             WIDT
 DE7773  HISTORY     - 20060929 GOOD             USPSQD
 DE7773
 DE7773                          STATION DESCRIPTION
 DE7773
 DE7773'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7773'THE STATION IS LOCATED ABOUT 12 KM NORTHEAST OF FOND DU LAC AND 6 KM
 DE7773'WEST-SOUTHWEST OF MT CALVARY.  OWNERSHIP--TOWN OF TAYCHEEDAH.  TO
 DE7773'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DE7773'HIGHWAY 149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO EAST
 DE7773'ON STATE HIGHWAY 149 FOR 0.5 KM TO COUNTY HIGHWAY UU ON THE RIGHT,
 DE7773'TURN RIGHT AND GO SOUTHEAST ON COUNTY HIGHWAY UU FOR 0.3 KM TO LEDGE
 DE7773'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON LEDGE ROAD FOR 3.9 KM TO
 DE7773'TOWER ROAD, CONTINUE EAST ON LEDGE ROAD FOR 0.2 KM TO THE STATION ON
 DE7773'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7773'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7773'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7773'LEVEL WITH THE ROAD.  THE STATION IS 6.9 M NORTH OF THE CENTERLINE OF
 DE7773'LEDGE ROAD, 123 M WEST OF A WOOD POST FOR A --STOP AHEAD-- SIGN, 47.7
 DE7773'M NORHTEAST OF POWER POLE --16/18/35 4/52, 17.3 M NORTHWEST OF POWER
 DE7773'POLE --16/18/35 6/52--, AND 4 M SOUTH OF A CULTIVATED FIELD.
 DE7773'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7773'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWERLINES TO THE SOUTH
 DE7773'EXTENDING TO 30 DEGREES.
 DE7773
 DE7773                          STATION RECOVERY (2003)
 DE7773
 DE7773'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7773'RECOVERED IN GOOD CONDITION.
 DE7773
 DE7773                          STATION RECOVERY (2005)
 DE7773
 DE7773'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7773'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS NOW 0.5 M SOUTH OF
 DE7773'THE CULTIVATED FIELD.  THE CONCRETE POST HAS AN OLD CHIP REMOVED FROM
 DE7773'THE NORTHEAST CORNER.  ADD-- THE STATION IS 0.4 M SOUTH, 0.7 M EAST,
 DE7773'AND 0.7 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7773
 DE7773                          STATION RECOVERY (2006)
 DE7773
 DE7773'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7775 ***********************************************************************
 DE7775  DESIGNATION -  3K45
 DE7775  PID         -  DE7775
 DE7775  STATE/COUNTY-  WI/FOND DU LAC
 DE7775  COUNTRY     -  US
 DE7775  USGS QUAD   -  SAINT PETER (2018)
 DE7775
 DE7775                         *CURRENT SURVEY CONTROL
 DE7775  ______________________________________________________________________
 DE7775* NAD 83(1986) POSITION- 43 49 17.8    (N) 088 18 04.7    (W)   HD_HELD2
 DE7775* NAVD 88 ORTHO HEIGHT -   297.678 (meters)      976.63  (feet) ADJUSTED
 DE7775  ______________________________________________________________________
 DE7775  GEOID HEIGHT    -        -35.774 (meters)                     GEOID18
 DE7775  DYNAMIC HEIGHT  -        297.615 (meters)      976.43  (feet) COMP
 DE7775  MODELED GRAVITY -    980,400.6   (mgal)                       NAVD 88
 DE7775
 DE7775  VERT ORDER      -  SECOND    CLASS I
 DE7775
 DE7775.The horizontal coordinates were established by autonomous hand held GPS
 DE7775.observations and have an estimated accuracy of +/- 10 meters.
 DE7775
 DE7775.The orthometric height was determined by differential leveling and
 DE7775.adjusted by the WI DEPT OF TRANSP
 DE7775.in May 2012.
 DE7775
 DE7775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7775.GEOID18 height accuracy estimate available here.
 DE7775
 DE7775.Click photographs - Photos may exist for this station.
 DE7775
 DE7775.The dynamic height is computed by dividing the NAVD 88
 DE7775.geopotential number by the normal gravity value computed on the
 DE7775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7775.degrees latitude (g = 980.6199 gals.).
 DE7775
 DE7775.The modeled gravity was interpolated from observed gravity values.
 DE7775
 DE7775;                    North         East    Units  Estimated Accuracy
 DE7775;SPC WI S     -   203,759.      736,638.      MT  (+/- 10 meters HH2 GPS)
 DE7775
 DE7775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9535652882(NAD 83)
 DE7775
 DE7775                          SUPERSEDED SURVEY CONTROL
 DE7775
 DE7775  NAVD 88 (04/20/07)  297.645  (m)          976.52   (f) SUPERSEDED  2 1
 DE7775  NAVD 88 (05/16/03)  297.655  (m)          976.56   (f) SUPERSEDED  2 1
 DE7775
 DE7775.Superseded values are not recommended for survey control.
 DE7775
 DE7775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7775.See file dsdata.pdf to determine how the superseded data were derived.
 DE7775
 DE7775_MARKER: DD = SURVEY DISK
 DE7775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7775_STAMPING: 3K45 2001
 DE7775_MARK LOGO: WIDT
 DE7775_PROJECTION: FLUSH
 DE7775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7775+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2006
 DE7775
 DE7775  HISTORY     - Date     Condition        Report By
 DE7775  HISTORY     - 2000     MONUMENTED       WIDT
 DE7775  HISTORY     - 20030708 MARK NOT FOUND   USPSQD
 DE7775  HISTORY     - 20050831 GOOD             WIDT
 DE7775  HISTORY     - 20060929 GOOD             USPSQD
 DE7775
 DE7775                          STATION DESCRIPTION
 DE7775
 DE7775'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7775'THE STATION IS LOCATED ABOUT 13 KM NORTHEAST OF FOND DU LAC AND 4 KM
 DE7775'WEST OF MT CALVARY.  OWNERSHIP--TOWN OF TAYCHEEDAH.  TO REACH THE
 DE7775'STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 149
 DE7775'ABOUT 7 KM NORTHEAST OF FOND DU LAC, GO EAST ON STATE HIGHWAY 149 FOR
 DE7775'0.5 KM TO COUNTY HIGHWAY UU ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST
 DE7775'ON COUNTY HIGHWAY UU FOR 0.3 KM TO LEDGE ROAD ON THE LEFT, TURN LEFT
 DE7775'AND GO EAST ON LEDGE ROAD FOR 5.3 KM TO KONEN ROAD ON THE LEFT, TURN
 DE7775'LEFT AND GO NORTH ON KONEN ROAD FOR 0.3 KM TO THE STATION ON THE
 DE7775'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7775'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7775'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7775'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 11.1 M EAST OF THE
 DE7775'CENTERLINE OF KONEN ROAD, 49.6 M SOUTHEAST OF POWER POLE --97/0
 DE7775'6819--, 43.8 M NORTHEAST OF A WOOD POST FOR A --INTERSECTION-- SIGN,
 DE7775'2 M WEST OF A CULTIVATED FIELD, AND 1.0 M WEST OF A WHITE PLASTIC
 DE7775'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7775'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR
 DE7775'POWERLINES TO THE WEST EXTENDING TO 30 DEGREES.
 DE7775
 DE7775                          STATION RECOVERY (2003)
 DE7775
 DE7775'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7775'MARK NOT FOUND.
 DE7775
 DE7775                          STATION RECOVERY (2005)
 DE7775
 DE7775'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7775'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7775'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7775
 DE7775                          STATION RECOVERY (2006)
 DE7775
 DE7775'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7777 ***********************************************************************
 DE7777  DESIGNATION -  3K47
 DE7777  PID         -  DE7777
 DE7777  STATE/COUNTY-  WI/FOND DU LAC
 DE7777  COUNTRY     -  US
 DE7777  USGS QUAD   -  SAINT PETER (2018)
 DE7777
 DE7777                         *CURRENT SURVEY CONTROL
 DE7777  ______________________________________________________________________
 DE7777* NAD 83(1986) POSITION- 43 50 19.3    (N) 088 16 03.5    (W)   HD_HELD2
 DE7777* NAVD 88 ORTHO HEIGHT -   292.365 (meters)      959.20  (feet) ADJUSTED
 DE7777  ______________________________________________________________________
 DE7777  GEOID HEIGHT    -        -35.799 (meters)                     GEOID18
 DE7777  DYNAMIC HEIGHT  -        292.304 (meters)      959.00  (feet) COMP
 DE7777  MODELED GRAVITY -    980,401.9   (mgal)                       NAVD 88
 DE7777
 DE7777  VERT ORDER      -  SECOND    CLASS I
 DE7777
 DE7777.The horizontal coordinates were established by autonomous hand held GPS
 DE7777.observations and have an estimated accuracy of +/- 10 meters.
 DE7777
 DE7777.The orthometric height was determined by differential leveling and
 DE7777.adjusted by the WI DEPT OF TRANSP
 DE7777.in May 2012.
 DE7777
 DE7777.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7777.GEOID18 height accuracy estimate available here.
 DE7777
 DE7777.Click photographs - Photos may exist for this station.
 DE7777
 DE7777.The dynamic height is computed by dividing the NAVD 88
 DE7777.geopotential number by the normal gravity value computed on the
 DE7777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7777.degrees latitude (g = 980.6199 gals.).
 DE7777
 DE7777.The modeled gravity was interpolated from observed gravity values.
 DE7777
 DE7777;                    North         East    Units  Estimated Accuracy
 DE7777;SPC WI S     -   205,712.      739,307.      MT  (+/- 10 meters HH2 GPS)
 DE7777
 DE7777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9809254738(NAD 83)
 DE7777
 DE7777                          SUPERSEDED SURVEY CONTROL
 DE7777
 DE7777  NAVD 88 (04/20/07)  292.332  (m)          959.09   (f) SUPERSEDED  2 1
 DE7777  NAVD 88 (05/16/03)  292.339  (m)          959.12   (f) SUPERSEDED  2 1
 DE7777
 DE7777.Superseded values are not recommended for survey control.
 DE7777
 DE7777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7777.See file dsdata.pdf to determine how the superseded data were derived.
 DE7777
 DE7777_MARKER: DD = SURVEY DISK
 DE7777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7777_STAMPING: 3K47 2001
 DE7777_MARK LOGO: WIDT
 DE7777_PROJECTION: FLUSH
 DE7777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7777+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2006
 DE7777
 DE7777  HISTORY     - Date     Condition        Report By
 DE7777  HISTORY     - 2000     MONUMENTED       WIDT
 DE7777  HISTORY     - 20030708 GOOD             USPSQD
 DE7777  HISTORY     - 20050831 GOOD             WIDT
 DE7777  HISTORY     - 20060929 GOOD             USPSQD
 DE7777
 DE7777                          STATION DESCRIPTION
 DE7777
 DE7777'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7777'THE STATION IS LOCATED ABOUT 16 KM NORTHEAST OF FOND DU LAC AND 2 KM
 DE7777'NORTHWEST OF MT CALVARY.  OWNERSHIP--TOWN OF MARSHFIELD.  TO REACH
 DE7777'THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY
 DE7777'149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO EAST ON STATE
 DE7777'HIGHWAY 149 FOR 9.3 KM TO COUNTY HIGHWAY HW ON THE RIGHT, CONTINUE
 DE7777'EAST ON STATE HIGHWAY 149 FOR 1.0 KM TO THE STATION ON THE RIGHT.
 DE7777'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7777'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7777'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M, ATTACHED TO SOLID
 DE7777'ROCK, WHICH PREVENTED A DEEPER SET, AND ABOUT 0.5 M BELOW THE HIGHWAY
 DE7777'PAVEMENT.  THE STATION IS 8.6 M SOUTHEAST OF THE CENTERLINE OF STATE
 DE7777'HIGHWAY 149, 57 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE
 DE7777'ENTRANCE --W2195--, 38.8 M SOUTHWEST OF POWER POLE --77/1 3968 404--,
 DE7777'35 M EAST OF THE EXTENDED CENTERLINE OF THE ENTRANCE TO STENZ AUTO
 DE7777'BODY --W2217--, 1.0 M NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DE7777'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7777'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE SOUTHWEST
 DE7777'EXTENDING TO 20 DEGREES.
 DE7777
 DE7777                          STATION RECOVERY (2003)
 DE7777
 DE7777'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7777'RECOVERED IN GOOD CONDITION.
 DE7777
 DE7777                          STATION RECOVERY (2005)
 DE7777
 DE7777'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7777'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 0.5 MILE EAST OF
 DE7777'COUNTY HIGHWAY W (EAST), NOT COUNTY HIGHWAY HW.  ADD-- THE STATION IS
 DE7777'1.0 M NORTHWEST, 1.0 M SOUTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE
 DE7777'PLASTIC WITNESS POSTS.
 DE7777
 DE7777                          STATION RECOVERY (2006)
 DE7777
 DE7777'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7777'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7532 ***********************************************************************
 DE7532  DESIGNATION -  3K48
 DE7532  PID         -  DE7532
 DE7532  STATE/COUNTY-  WI/FOND DU LAC
 DE7532  COUNTRY     -  US
 DE7532  USGS QUAD   -  SAINT CLOUD (2018)
 DE7532
 DE7532                         *CURRENT SURVEY CONTROL
 DE7532  ______________________________________________________________________
 DE7532* NAD 83(1986) POSITION- 43 50 45.8    (N) 088 14 30.8    (W)   HD_HELD2
 DE7532* NAVD 88 ORTHO HEIGHT -   286.736 (meters)      940.73  (feet) ADJUSTED
 DE7532  ______________________________________________________________________
 DE7532  GEOID HEIGHT    -        -35.807 (meters)                     GEOID18
 DE7532  DYNAMIC HEIGHT  -        286.676 (meters)      940.54  (feet) COMP
 DE7532  MODELED GRAVITY -    980,402.8   (mgal)                       NAVD 88
 DE7532
 DE7532  VERT ORDER      -  SECOND    CLASS I
 DE7532
 DE7532.The horizontal coordinates were established by autonomous hand held GPS
 DE7532.observations and have an estimated accuracy of +/- 10 meters.
 DE7532
 DE7532.The orthometric height was determined by differential leveling and
 DE7532.adjusted by the WI DEPT OF TRANSP
 DE7532.in May 2012.
 DE7532
 DE7532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7532.GEOID18 height accuracy estimate available here.
 DE7532
 DE7532.Click photographs - Photos may exist for this station.
 DE7532
 DE7532.The dynamic height is computed by dividing the NAVD 88
 DE7532.geopotential number by the normal gravity value computed on the
 DE7532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7532.degrees latitude (g = 980.6199 gals.).
 DE7532
 DE7532.The modeled gravity was interpolated from observed gravity values.
 DE7532
 DE7532;                    North         East    Units  Estimated Accuracy
 DE7532;SPC WI S     -   206,573.      741,360.      MT  (+/- 10 meters HH2 GPS)
 DE7532
 DE7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0017555524(NAD 83)
 DE7532
 DE7532                          SUPERSEDED SURVEY CONTROL
 DE7532
 DE7532  NAVD 88 (04/20/07)  286.703  (m)          940.62   (f) SUPERSEDED  2 1
 DE7532  NAVD 88 (05/16/03)  286.708  (m)          940.64   (f) SUPERSEDED  2 1
 DE7532
 DE7532.Superseded values are not recommended for survey control.
 DE7532
 DE7532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7532.See file dsdata.pdf to determine how the superseded data were derived.
 DE7532
 DE7532_MARKER: DD = SURVEY DISK
 DE7532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7532_STAMPING: 3K48 2001
 DE7532_MARK LOGO: WIDT
 DE7532_PROJECTION: FLUSH
 DE7532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7532+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DE7532
 DE7532  HISTORY     - Date     Condition        Report By
 DE7532  HISTORY     - 20000912 MONUMENTED       WIDT
 DE7532  HISTORY     - 20030708 GOOD             USPSQD
 DE7532  HISTORY     - 20050831 GOOD             WIDT
 DE7532  HISTORY     - 20060930 GOOD             USPSQD
 DE7532
 DE7532                          STATION DESCRIPTION
 DE7532
 DE7532'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7532'THE STATION IS LOCATED ABOUT 44 KM WEST-NORTHWEST OF SHEBOYGAN, AND
 DE7532'18 KM NORTHEAST OF FOND DU LAC.  OWNERSHIP--TOWN OF MARSHFIELD.  TO
 DE7532'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DE7532'HIGHWAY 149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO EAST
 DE7532'ON STATE HIGHWAY 149 FOR 12.2 KM TO COUNTY HIGHWAY WW ON THE RIGHT,
 DE7532'TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY WW FOR 0.2 KM TO THE
 DE7532'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7532'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7532'A 41-CM DIAMETER CONCRETE POST TO A DEPTH OF 2.4 M AND ABOUT LEVEL TO
 DE7532'THE HIGHWAY PAVEMENT.  THE STATION IS 28.0 M SOUTHWEST OF THE
 DE7532'CENTERLINE OF COUNTY HIGHWAY WW, 35.4 M NORTH-NORTHEAST OF THE TOP
 DE7532'CENTER OF A TELEPHONE PEDESTAL --1154--, 27.9 M NORTH-NORTHEAST OF
 DE7532'THE NORTHEAST CORNER OF A 6 BAY --MARSHFIELD TOWN-- GARAGE, 25.0 M
 DE7532'NORTH-NORTHEAST OF POWER POLE --47-3604--, 24.0 M EAST OF A TELEPHONE
 DE7532'PEDESTAL TOP CENTER --1153--, AND 22.1 M EAST OF A POWER POLE
 DE7532'--68-26748 35/5--. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7532'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7532
 DE7532                          STATION RECOVERY (2003)
 DE7532
 DE7532'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7532'RECOVERED IN GOOD CONDITION.
 DE7532
 DE7532                          STATION RECOVERY (2005)
 DE7532
 DE7532'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7532'RECOVERED IN GOOD CONDITION.  NOTE-- THERE ARE A FEW SHALLOW GOUGES ON
 DE7532'THE TOP OF THE CONCRETE POST AND A SCRAPE ON THE DISK.  ADD-- THE
 DE7532'STATION IS 0.3 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7532
 DE7532                          STATION RECOVERY (2006)
 DE7532
 DE7532'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7532'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7778 ***********************************************************************
 DE7778  DESIGNATION -  3K49
 DE7778  PID         -  DE7778
 DE7778  STATE/COUNTY-  WI/FOND DU LAC
 DE7778  COUNTRY     -  US
 DE7778  USGS QUAD   -  SAINT CLOUD (2018)
 DE7778
 DE7778                         *CURRENT SURVEY CONTROL
 DE7778  ______________________________________________________________________
 DE7778* NAD 83(1986) POSITION- 43 51 05.9    (N) 088 13 46.6    (W)   HD_HELD2
 DE7778* NAVD 88 ORTHO HEIGHT -   286.360 (meters)      939.50  (feet) ADJUSTED
 DE7778  ______________________________________________________________________
 DE7778  GEOID HEIGHT    -        -35.815 (meters)                     GEOID18
 DE7778  DYNAMIC HEIGHT  -        286.301 (meters)      939.31  (feet) COMP
 DE7778  MODELED GRAVITY -    980,403.4   (mgal)                       NAVD 88
 DE7778
 DE7778  VERT ORDER      -  SECOND    CLASS I
 DE7778
 DE7778.The horizontal coordinates were established by autonomous hand held GPS
 DE7778.observations and have an estimated accuracy of +/- 10 meters.
 DE7778
 DE7778.The orthometric height was determined by differential leveling and
 DE7778.adjusted by the WI DEPT OF TRANSP
 DE7778.in May 2012.
 DE7778
 DE7778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7778.GEOID18 height accuracy estimate available here.
 DE7778
 DE7778.Click photographs - Photos may exist for this station.
 DE7778
 DE7778.The dynamic height is computed by dividing the NAVD 88
 DE7778.geopotential number by the normal gravity value computed on the
 DE7778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7778.degrees latitude (g = 980.6199 gals.).
 DE7778
 DE7778.The modeled gravity was interpolated from observed gravity values.
 DE7778
 DE7778;                    North         East    Units  Estimated Accuracy
 DE7778;SPC WI S     -   207,214.      742,334.      MT  (+/- 10 meters HH2 GPS)
 DE7778
 DE7778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0117156129(NAD 83)
 DE7778
 DE7778                          SUPERSEDED SURVEY CONTROL
 DE7778
 DE7778  NAVD 88 (04/20/07)  286.327  (m)          939.39   (f) SUPERSEDED  2 1
 DE7778  NAVD 88 (05/16/03)  286.331  (m)          939.40   (f) SUPERSEDED  2 1
 DE7778
 DE7778.Superseded values are not recommended for survey control.
 DE7778
 DE7778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7778.See file dsdata.pdf to determine how the superseded data were derived.
 DE7778
 DE7778_MARKER: DD = SURVEY DISK
 DE7778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7778_STAMPING: 3K49 2001
 DE7778_MARK LOGO: WIDT
 DE7778_PROJECTION: FLUSH
 DE7778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7778+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DE7778
 DE7778  HISTORY     - Date     Condition        Report By
 DE7778  HISTORY     - 2000     MONUMENTED       WIDT
 DE7778  HISTORY     - 20030708 MARK NOT FOUND   USPSQD
 DE7778  HISTORY     - 20050831 GOOD             WIDT
 DE7778  HISTORY     - 20060930 GOOD             USPSQD
 DE7778
 DE7778                          STATION DESCRIPTION
 DE7778
 DE7778'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7778'THE STATION IS LOCATED ABOUT 19 KM NORTHEAST OF FOND DU LAC AND 6 KM
 DE7778'NORTHWEST OF ST CLOUD.    OWNERSHIP--TOWN OF MARSHFIELD.  TO REACH THE
 DE7778'STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 149
 DE7778'ABOUT 7 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO EAST ON STATE
 DE7778'HIGHWAY 149 FOR 13.5 KM TO PINE ROAD ON THE LEFT, CONTINUE EAST ON
 DE7778'STATE HIGHWAY 149 FOR 0.2 KM TO THE STATION ON THE RIGHT.  THE
 DE7778'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7778'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7778'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DE7778'HIGHWAY PAVEMENT.  THE STATION IS 5.6 M SOUTH OF THE CENTERLINE OF
 DE7778'STATE HIGHWAY 149, 87.5 M WEST OF A WOOD BLACK AND WHITE CULVERT
 DE7778'MARKING POST, 42.1 M SOUTHEAST OF UTILITY POLE --R 81 67-29327
 DE7778'40-5--, 28.2 M SOUTHWEST OF UTILITY POLE --81-08313 40-5--, 4 M NORTH
 DE7778'OF A CULTIVATED FIELD AND 0.4 M NORTH OF A WHITE PLASTIC WITNESS
 DE7778'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7778'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES TO
 DE7778'THE NORTH EXTENDING TO 30 DEGREES.
 DE7778
 DE7778                          STATION RECOVERY (2003)
 DE7778
 DE7778'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7778'NOT RECOVERED.  THE DESCRIPTION IS NO LONGER ADEQUATE.  WITH A NEW
 DE7778'ROAD, THE POWER POLES WERE REPLACED WITH NEW NUMBERS, NO CULVERT POST
 DE7778'PRESENT, AND NO WITNESS POST PRESENT.
 DE7778
 DE7778                          STATION RECOVERY (2005)
 DE7778
 DE7778'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7778'RECOVERED IN GOOD CONDITION.  BECAUSE OF STATE HIGHWAY 149 ROAD
 DE7778'CONSTRUCTION AND NEW POWER POLES, A NEW DESCRIPTION FOLLOWS--
 DE7778'THE STATION IS APPROXIMATELY 635 M EAST OF PINE ROAD, 18.7 M EAST OF
 DE7778'THE CENTERLINE OF A FIELD ENTRANCE, 15.8 M SOUTH-SOUTHEAST OF POWER
 DE7778'POLE --02-01179--, 6.5 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 149,
 DE7778'AND 1.0 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC
 DE7778'WITNESS POSTS AND 0.3 M EAST OF A BLACK OVER WHITE PLASTIC CULVERT
 DE7778'POST.
 DE7778'NOTE-- OLD CHIPPING WAS OBSERVED ON THE WEST SIDE OF THE CONCRETE
 DE7778'POST.
 DE7778
 DE7778                          STATION RECOVERY (2006)
 DE7778
 DE7778'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7531 ***********************************************************************
 DE7531  DESIGNATION -  3K50
 DE7531  PID         -  DE7531
 DE7531  STATE/COUNTY-  WI/FOND DU LAC
 DE7531  COUNTRY     -  US
 DE7531  USGS QUAD   -  SAINT CLOUD (2018)
 DE7531
 DE7531                         *CURRENT SURVEY CONTROL
 DE7531  ______________________________________________________________________
 DE7531* NAD 83(1986) POSITION- 43 51 21.4    (N) 088 12 44.9    (W)   HD_HELD2
 DE7531* NAVD 88 ORTHO HEIGHT -   286.509 (meters)      939.99  (feet) ADJUSTED
 DE7531  ______________________________________________________________________
 DE7531  GEOID HEIGHT    -        -35.818 (meters)                     GEOID18
 DE7531  DYNAMIC HEIGHT  -        286.450 (meters)      939.79  (feet) COMP
 DE7531  MODELED GRAVITY -    980,403.9   (mgal)                       NAVD 88
 DE7531
 DE7531  VERT ORDER      -  SECOND    CLASS I
 DE7531
 DE7531.The horizontal coordinates were established by autonomous hand held GPS
 DE7531.observations and have an estimated accuracy of +/- 10 meters.
 DE7531
 DE7531.The orthometric height was determined by differential leveling and
 DE7531.adjusted by the WI DEPT OF TRANSP
 DE7531.in May 2012.
 DE7531
 DE7531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7531.GEOID18 height accuracy estimate available here.
 DE7531
 DE7531.Click photographs - Photos may exist for this station.
 DE7531
 DE7531.The dynamic height is computed by dividing the NAVD 88
 DE7531.geopotential number by the normal gravity value computed on the
 DE7531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7531.degrees latitude (g = 980.6199 gals.).
 DE7531
 DE7531.The modeled gravity was interpolated from observed gravity values.
 DE7531
 DE7531;                    North         East    Units  Estimated Accuracy
 DE7531;SPC WI S     -   207,722.      743,701.      MT  (+/- 10 meters HH2 GPS)
 DE7531
 DE7531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0255556587(NAD 83)
 DE7531
 DE7531                          SUPERSEDED SURVEY CONTROL
 DE7531
 DE7531  NAVD 88 (04/20/07)  286.476  (m)          939.88   (f) SUPERSEDED  2 1
 DE7531  NAVD 88 (05/16/03)  286.479  (m)          939.89   (f) SUPERSEDED  2 1
 DE7531
 DE7531.Superseded values are not recommended for survey control.
 DE7531
 DE7531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7531.See file dsdata.pdf to determine how the superseded data were derived.
 DE7531
 DE7531_MARKER: DD = SURVEY DISK
 DE7531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7531_STAMPING: 3K50 2001
 DE7531_MARK LOGO: WIDT
 DE7531_PROJECTION: FLUSH
 DE7531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7531+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DE7531
 DE7531  HISTORY     - Date     Condition        Report By
 DE7531  HISTORY     - 20000912 MONUMENTED       WIDT
 DE7531  HISTORY     - 20030708 GOOD             USPSQD
 DE7531  HISTORY     - 20050831 GOOD             WIDT
 DE7531  HISTORY     - 20060930 GOOD             USPSQD
 DE7531
 DE7531                          STATION DESCRIPTION
 DE7531
 DE7531'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7531'THE STATION IS LOCATED ABOUT 42 KM WEST-NORTHWEST OF SHEBOYGAN AND 21
 DE7531'KM NORTHEAST OF FOND DU LAC.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7531'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7531'151 WITH STATE HIGHWAY 149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND
 DE7531'DU LAC, GO EAST ON STATE HIGHWAY 149 FOR 15.0 KM TO PECAN LANE ON THE
 DE7531'RIGHT, CONTINUE EAST ON STATE HIGHWAY 149 TO FOR 0.3 KM TO THE
 DE7531'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7531'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7531'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT
 DE7531'LEVEL TO THE HIGHWAY PAVEMENT.    THE STATION IS 7.4 M WEST OF THE
 DE7531'CENTERLINE OF STATE HIGHWAY 149, 113.6 M NORTH OF A WOOD POST FOR A
 DE7531'RIGHT 90 DEGREE TURN SIGN, 38 M SOUTH OF A TELEPHONE POLE --1181--,
 DE7531'AND 24.4 M SOUTHWEST OF A POWER POLE --70-21180 45/2--, AND 0.4 M
 DE7531'EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7531'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7531'HORIZON EXCEPT FOR A POWER LINE IN THE EAST EXTENDING TO 20 DEGREES
 DE7531'ABOVE THE HORIZON.
 DE7531
 DE7531                          STATION RECOVERY (2003)
 DE7531
 DE7531'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7531'RECOVERED IN GOOD CONDITION.  ADD- THE STATION IS ABOUT 69 FEET NORTH
 DE7531'OF A NORTH-BOUND -NO PASSING- SIGN, 12.0 FEET NORTHEAST OF A METAL
 DE7531'RIGHT-OF-WAY POST, AND 6 INCHES SOUTH OF A METAL POST PAINTED BRIGHT
 DE7531'PINK.
 DE7531
 DE7531                          STATION RECOVERY (2005)
 DE7531
 DE7531'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7531'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 38 M SOUTH OF
 DE7531'TELEPHONE PEDESTAL (NOT POLE) --1181--.  ADD-- THE STATION IS 0.8 M
 DE7531'EAST, 1.0 M SOUTH, AND 1.0 M NORTH OF THREE WHITE PLASTIC WITNESS
 DE7531'POSTS.
 DE7531
 DE7531                          STATION RECOVERY (2006)
 DE7531
 DE7531'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7530 ***********************************************************************
 DE7530  DESIGNATION -  3K51
 DE7530  PID         -  DE7530
 DE7530  STATE/COUNTY-  WI/FOND DU LAC
 DE7530  COUNTRY     -  US
 DE7530  USGS QUAD   -  SAINT CLOUD (2018)
 DE7530
 DE7530                         *CURRENT SURVEY CONTROL
 DE7530  ______________________________________________________________________
 DE7530* NAD 83(1986) POSITION- 43 51 21.2    (N) 088 11 29.5    (W)   HD_HELD2
 DE7530* NAVD 88 ORTHO HEIGHT -   284.710 (meters)      934.09  (feet) ADJUSTED
 DE7530  ______________________________________________________________________
 DE7530  GEOID HEIGHT    -        -35.811 (meters)                     GEOID18
 DE7530  DYNAMIC HEIGHT  -        284.651 (meters)      933.89  (feet) COMP
 DE7530  MODELED GRAVITY -    980,403.9   (mgal)                       NAVD 88
 DE7530
 DE7530  VERT ORDER      -  SECOND    CLASS I
 DE7530
 DE7530.The horizontal coordinates were established by autonomous hand held GPS
 DE7530.observations and have an estimated accuracy of +/- 10 meters.
 DE7530
 DE7530.The orthometric height was determined by differential leveling and
 DE7530.adjusted by the WI DEPT OF TRANSP
 DE7530.in May 2012.
 DE7530
 DE7530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7530.GEOID18 height accuracy estimate available here.
 DE7530
 DE7530.Click photographs - Photos may exist for this station.
 DE7530
 DE7530.The dynamic height is computed by dividing the NAVD 88
 DE7530.geopotential number by the normal gravity value computed on the
 DE7530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7530.degrees latitude (g = 980.6199 gals.).
 DE7530
 DE7530.The modeled gravity was interpolated from observed gravity values.
 DE7530
 DE7530;                    North         East    Units  Estimated Accuracy
 DE7530;SPC WI S     -   207,752.      745,385.      MT  (+/- 10 meters HH2 GPS)
 DE7530
 DE7530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0423956556(NAD 83)
 DE7530
 DE7530                          SUPERSEDED SURVEY CONTROL
 DE7530
 DE7530  NAVD 88 (04/20/07)  284.677  (m)          933.98   (f) SUPERSEDED  2 1
 DE7530  NAVD 88 (05/16/03)  284.679  (m)          933.98   (f) SUPERSEDED  2 1
 DE7530
 DE7530.Superseded values are not recommended for survey control.
 DE7530
 DE7530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7530.See file dsdata.pdf to determine how the superseded data were derived.
 DE7530
 DE7530_MARKER: DD = SURVEY DISK
 DE7530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7530_STAMPING: 3K51 2001
 DE7530_MARK LOGO: WIDT
 DE7530_PROJECTION: FLUSH
 DE7530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7530+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DE7530
 DE7530  HISTORY     - Date     Condition        Report By
 DE7530  HISTORY     - 2000     MONUMENTED       WIDT
 DE7530  HISTORY     - 20030708 GOOD             USPSQD
 DE7530  HISTORY     - 20050907 GOOD             WIDT
 DE7530  HISTORY     - 20060930 GOOD             USPSQD
 DE7530
 DE7530                          STATION DESCRIPTION
 DE7530
 DE7530'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7530'THE STATION IS LOCATED ABOUT 23 KM NORTHEAST OF FOND DU LAC AND 4 KM
 DE7530'NORTH-NORTHWEST OF ST CLOUD.  OWNERSHIP--TOWN OF MARSHFIELD.  TO
 DE7530'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DE7530'HIGHWAY 149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO EAST
 DE7530'ON STATE HIGHWAY 149 FOR 16.7 KM TO COUNTY HIGHWAY G AHEAD, CONTINUE
 DE7530'EAST ON COUNTY HIGHWAY G FOR 1.0 KM TO THE STATION ON THE LEFT.  THE
 DE7530'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7530'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7530'CONCRETE POST SET TO A DEPTH OF 2.1 M, ATTACHED TO SOLID ROCK, WHICH
 DE7530'PREVENTED A DEEPER SET AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7530'THE STATION IS 5.9 M WEST OF THE CENTERLINE OF WILLOW ROAD, 42.0 M
 DE7530'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY G, 191.4 M SOUTH OF A WOOD
 DE7530'POST FOR A --STOP AHEAD-- SIGN, 2 M EAST OF A CULTIVATED FIELD AND
 DE7530'0.9 M EAST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION
 DE7530'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7530'THE HORIZON EXCEPT FOR POWER LINES TO THE SOUTH EXTENDING TO 20
 DE7530'DEGREES.
 DE7530
 DE7530                          STATION RECOVERY (2003)
 DE7530
 DE7530'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7530'RECOVERED IN GOOD CONDITION.  NOTE- THERE IS NO WITNESS POST PRESENT.
 DE7530
 DE7530                          STATION RECOVERY (2005)
 DE7530
 DE7530'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7530'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M EAST, 1.0 M
 DE7530'SOUTH, AND 1.0 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7530
 DE7530                          STATION RECOVERY (2006)
 DE7530
 DE7530'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7530'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7529 ***********************************************************************
 DE7529  DESIGNATION -  3K52
 DE7529  PID         -  DE7529
 DE7529  STATE/COUNTY-  WI/FOND DU LAC
 DE7529  COUNTRY     -  US
 DE7529  USGS QUAD   -  SAINT CLOUD (2018)
 DE7529
 DE7529                         *CURRENT SURVEY CONTROL
 DE7529  ______________________________________________________________________
 DE7529* NAD 83(1986) POSITION- 43 50 39.9    (N) 088 10 44.5    (W)   HD_HELD2
 DE7529* NAVD 88 ORTHO HEIGHT -   302.659 (meters)      992.97  (feet) ADJUSTED
 DE7529  ______________________________________________________________________
 DE7529  GEOID HEIGHT    -        -35.786 (meters)                     GEOID18
 DE7529  DYNAMIC HEIGHT  -        302.596 (meters)      992.77  (feet) COMP
 DE7529  MODELED GRAVITY -    980,403.2   (mgal)                       NAVD 88
 DE7529
 DE7529  VERT ORDER      -  SECOND    CLASS I
 DE7529
 DE7529.The horizontal coordinates were established by autonomous hand held GPS
 DE7529.observations and have an estimated accuracy of +/- 10 meters.
 DE7529
 DE7529.The orthometric height was determined by differential leveling and
 DE7529.adjusted by the WI DEPT OF TRANSP
 DE7529.in May 2012.
 DE7529
 DE7529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7529.GEOID18 height accuracy estimate available here.
 DE7529
 DE7529.Click photographs - Photos may exist for this station.
 DE7529
 DE7529.The dynamic height is computed by dividing the NAVD 88
 DE7529.geopotential number by the normal gravity value computed on the
 DE7529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7529.degrees latitude (g = 980.6199 gals.).
 DE7529
 DE7529.The modeled gravity was interpolated from observed gravity values.
 DE7529
 DE7529;                    North         East    Units  Estimated Accuracy
 DE7529;SPC WI S     -   206,499.      746,417.      MT  (+/- 10 meters HH2 GPS)
 DE7529
 DE7529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0522555268(NAD 83)
 DE7529
 DE7529                          SUPERSEDED SURVEY CONTROL
 DE7529
 DE7529  NAVD 88 (04/20/07)  302.626  (m)          992.87   (f) SUPERSEDED  2 1
 DE7529  NAVD 88 (05/16/03)  302.626  (m)          992.87   (f) SUPERSEDED  2 1
 DE7529
 DE7529.Superseded values are not recommended for survey control.
 DE7529
 DE7529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7529.See file dsdata.pdf to determine how the superseded data were derived.
 DE7529
 DE7529_MARKER: DD = SURVEY DISK
 DE7529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7529_STAMPING: 3K52 2001
 DE7529_MARK LOGO: WIDT
 DE7529_PROJECTION: FLUSH
 DE7529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7529+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DE7529
 DE7529  HISTORY     - Date     Condition        Report By
 DE7529  HISTORY     - 2000     MONUMENTED       WIDT
 DE7529  HISTORY     - 20030708 GOOD             USPSQD
 DE7529  HISTORY     - 20050907 GOOD             WIDT
 DE7529  HISTORY     - 20061004 GOOD             USPSQD
 DE7529
 DE7529                          STATION DESCRIPTION
 DE7529
 DE7529'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7529'THE STATION IS LOCATED ABOUT 23 KM NORTHEAST OF FOND DU LAC AND 2.5
 DE7529'KM NORTH-NORTHWEST OF ST CLOUD.  OWNERSHIP--TOWN OF MARSHFIELD.  TO
 DE7529'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DE7529'HIGHWAY 149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO EAST
 DE7529'ON STATE HIGHWAY 149 FOR 16.7 KM TO COUNTY HIGHWAY G AHEAD, CONTINUE
 DE7529'EAST, THEN SOUTH ON COUNTY HIGHWAY G FOR 2.4 KM TO CHESTNUT ROAD ON
 DE7529'THE LEFT, CONTINUE SOUTH ON COUNTY HIGHWAY G FOR 0.5 KM TO THE
 DE7529'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7529'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7529'A 41-CM DIAMETER ROUND CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DE7529'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.    THE STATION IS 9.6 M EAST OF
 DE7529'THE CENTERLINE OF COUNTY HIGHWAY G, 115 M NORTH OF THE EXTENDED
 DE7529'CENTERLINE OF PRIVATE ENTRANCE --N8370--, 93.6 M SOUTHEAST OF OF A
 DE7529'BLACK AND WHITE WOOD CULVERT POST, 55 M SOUTHEAST OF UTILITY POLE
 DE7529'--E51-10109--, 24.8 M NORTHEAST OF UTILITY POLE --51-10200--, 2 M
 DE7529'WEST OF A CULTIVATED FIELD, AND 0.5 M WEST OF A WHITE PLASTIC WITNESS
 DE7529'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7529'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES TO
 DE7529'THE WEST EXTENDING TO 30 DEGREES.
 DE7529
 DE7529                          STATION RECOVERY (2003)
 DE7529
 DE7529'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7529'RECOVERED IN GOOD CONDITION.
 DE7529
 DE7529                          STATION RECOVERY (2005)
 DE7529
 DE7529'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7529'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M WEST, 1.0 M
 DE7529'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7529
 DE7529                          STATION RECOVERY (2006)
 DE7529
 DE7529'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7518 ***********************************************************************
 DE7518  DESIGNATION -  3K53
 DE7518  PID         -  DE7518
 DE7518  STATE/COUNTY-  WI/FOND DU LAC
 DE7518  COUNTRY     -  US
 DE7518  USGS QUAD   -  SAINT CLOUD (2018)
 DE7518
 DE7518                         *CURRENT SURVEY CONTROL
 DE7518  ______________________________________________________________________
 DE7518* NAD 83(1986) POSITION- 43 48 48.7    (N) 088 09 58.1    (W)   HD_HELD2
 DE7518* NAVD 88 ORTHO HEIGHT -   279.714 (meters)      917.70  (feet) ADJUSTED
 DE7518  ______________________________________________________________________
 DE7518  GEOID HEIGHT    -        -35.724 (meters)                     GEOID18
 DE7518  DYNAMIC HEIGHT  -        279.655 (meters)      917.50  (feet) COMP
 DE7518  MODELED GRAVITY -    980,401.4   (mgal)                       NAVD 88
 DE7518
 DE7518  VERT ORDER      -  SECOND    CLASS I
 DE7518
 DE7518.The horizontal coordinates were established by autonomous hand held GPS
 DE7518.observations and have an estimated accuracy of +/- 10 meters.
 DE7518
 DE7518.The orthometric height was determined by differential leveling and
 DE7518.adjusted by the WI DEPT OF TRANSP
 DE7518.in May 2012.
 DE7518
 DE7518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7518.GEOID18 height accuracy estimate available here.
 DE7518
 DE7518.Click photographs - Photos may exist for this station.
 DE7518
 DE7518.The dynamic height is computed by dividing the NAVD 88
 DE7518.geopotential number by the normal gravity value computed on the
 DE7518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7518.degrees latitude (g = 980.6199 gals.).
 DE7518
 DE7518.The modeled gravity was interpolated from observed gravity values.
 DE7518
 DE7518;                    North         East    Units  Estimated Accuracy
 DE7518;SPC WI S     -   203,091.      747,529.      MT  (+/- 10 meters HH2 GPS)
 DE7518
 DE7518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0621351822(NAD 83)
 DE7518
 DE7518                          SUPERSEDED SURVEY CONTROL
 DE7518
 DE7518  NAVD 88 (04/20/07)  279.681  (m)          917.59   (f) SUPERSEDED  2 1
 DE7518  NAVD 88 (05/16/03)  279.679  (m)          917.58   (f) SUPERSEDED  2 1
 DE7518
 DE7518.Superseded values are not recommended for survey control.
 DE7518
 DE7518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7518.See file dsdata.pdf to determine how the superseded data were derived.
 DE7518
 DE7518_MARKER: DD = SURVEY DISK
 DE7518_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7518_SP_SET: BRIDGE ABUTMENT
 DE7518_STAMPING: 3K53 2001
 DE7518_MARK LOGO: WIDT
 DE7518_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7518+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DE7518
 DE7518  HISTORY     - Date     Condition        Report By
 DE7518  HISTORY     - 2001     MONUMENTED       WIDT
 DE7518  HISTORY     - 20031206 GOOD             USPSQD
 DE7518  HISTORY     - 20050829 GOOD             WIDT
 DE7518  HISTORY     - 20061004 GOOD             USPSQD
 DE7518
 DE7518                          STATION DESCRIPTION
 DE7518
 DE7518'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7518'THE STATION IS LOCATED ABOUT 37 KM WEST-NORTHWEST OF SHEBOYGAN AND 23
 DE7518'KM EAST-NORTHEAST OF FOND DU LAC.  OWNERSHIP--CITY OF FOND DU LAC.
 DE7518'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH
 DE7518'COUNTY HIGHWAY G ABOUT 22 KM EAST OF THE CITY OF FOND DU LAC, GO
 DE7518'NORTH ON COUNTY HIGHWAY G FOR 4.4 KM TO COUNTY HIGHWAY C ON THE
 DE7518'RIGHT, CONTINUE NORTH ON COUNTY HIGHWAY G FOR 0.3 KM TO BRIDGE
 DE7518'--B20-88-81-- OVER THE SHEBOYGAN RIVER AND THE STATION ON THE RIGHT.
 DE7518'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7518'GEODETIC SURVEY CONTROL STATION DISK SET IN THE EAST SIDE OF THE
 DE7518'NORTH BRIDGE ABUTMENT AND IS LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DE7518'STATION IS 5.8 METERS EAST OF THE CENTERLINE OF COUNTY HIGHWAY G AND
 DE7518'ABOUT 80 METERS SOUTH OF PALM TREE ROAD AT RIVERSIDE PARK ENTRANCE.
 DE7518'---NOTE---OBSTRUCTION UP TO 70 DEGREES FROM 75 DEGREES AZIMUTH TO 115
 DE7518'DEGREES AZIMUTH AND UP TO 28 DEGREES FROM 265 DEGREES AZIMUTH TO 285
 DE7518'DEGREES AZIMUTH.
 DE7518
 DE7518                          STATION RECOVERY (2003)
 DE7518
 DE7518'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7518'RECOVERED IN GOOD CONDITION.
 DE7518
 DE7518                          STATION RECOVERY (2005)
 DE7518
 DE7518'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7518'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS ABOUT 180 M (NOT
 DE7518'80 M) SOUTH OF PALM TREE ROAD.
 DE7518
 DE7518                          STATION RECOVERY (2006)
 DE7518
 DE7518'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7517 ***********************************************************************
 DE7517  DESIGNATION -  3K54
 DE7517  PID         -  DE7517
 DE7517  STATE/COUNTY-  WI/SHEBOYGAN
 DE7517  COUNTRY     -  US
 DE7517  USGS QUAD   -  SAINT CLOUD (2018)
 DE7517
 DE7517                         *CURRENT SURVEY CONTROL
 DE7517  ______________________________________________________________________
 DE7517* NAD 83(1986) POSITION- 43 48 19.0    (N) 088 08 52.5    (W)   HD_HELD2
 DE7517* NAVD 88 ORTHO HEIGHT -   288.307 (meters)      945.89  (feet) ADJUSTED
 DE7517  ______________________________________________________________________
 DE7517  GEOID HEIGHT    -        -35.702 (meters)                     GEOID18
 DE7517  DYNAMIC HEIGHT  -        288.247 (meters)      945.69  (feet) COMP
 DE7517  MODELED GRAVITY -    980,401.5   (mgal)                       NAVD 88
 DE7517
 DE7517  VERT ORDER      -  SECOND    CLASS I
 DE7517
 DE7517.The horizontal coordinates were established by autonomous hand held GPS
 DE7517.observations and have an estimated accuracy of +/- 10 meters.
 DE7517
 DE7517.The orthometric height was determined by differential leveling and
 DE7517.adjusted by the WI DEPT OF TRANSP
 DE7517.in May 2012.
 DE7517
 DE7517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7517.GEOID18 height accuracy estimate available here.
 DE7517
 DE7517.Click photographs - Photos may exist for this station.
 DE7517
 DE7517.The dynamic height is computed by dividing the NAVD 88
 DE7517.geopotential number by the normal gravity value computed on the
 DE7517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7517.degrees latitude (g = 980.6199 gals.).
 DE7517
 DE7517.The modeled gravity was interpolated from observed gravity values.
 DE7517
 DE7517;                    North         East    Units  Estimated Accuracy
 DE7517;SPC WI S     -   202,207.      749,015.      MT  (+/- 10 meters HH2 GPS)
 DE7517
 DE7517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0766650886(NAD 83)
 DE7517
 DE7517                          SUPERSEDED SURVEY CONTROL
 DE7517
 DE7517  NAVD 88 (04/20/07)  288.273  (m)          945.78   (f) SUPERSEDED  2 1
 DE7517  NAVD 88 (05/16/03)  288.274  (m)          945.78   (f) SUPERSEDED  2 1
 DE7517
 DE7517.Superseded values are not recommended for survey control.
 DE7517
 DE7517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7517.See file dsdata.pdf to determine how the superseded data were derived.
 DE7517
 DE7517_MARKER: DD = SURVEY DISK
 DE7517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7517_STAMPING: 3K54 2001
 DE7517_MARK LOGO: WIDT
 DE7517_PROJECTION: FLUSH
 DE7517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7517+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 DE7517
 DE7517  HISTORY     - Date     Condition        Report By
 DE7517  HISTORY     - 2001     MONUMENTED       WIDT
 DE7517  HISTORY     - 20031206 MARK NOT FOUND   USPSQD
 DE7517  HISTORY     - 20060512 GOOD             WIDT
 DE7517
 DE7517                          STATION DESCRIPTION
 DE7517
 DE7517'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7517'THE STATION IS LOCATED ABOUT 21 KM EAST-NORTHEAST OF FOND DU LAC AND
 DE7517'35 KM WEST-NORTHWEST OF SHEBOYGAN.  OWNERSHIP--SHEBOYGAN COUNTY.  TO
 DE7517'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY
 DE7517'HIGHWAY G ABOUT 23 KM EAST OF THE CITY OF FOND DU LAC,    GO NORTH ON
 DE7517'COUNTY HIGHWAY G FOR 4.4 KM TO COUNTY HIGHWAY C ON THE RIGHT, TURN
 DE7517'RIGHT AND GO EAST ON COUNTY HIGHWAY C FOR 0.6 KM TO DIVISION ROAD ON
 DE7517'THE RIGHT, CONTINUE EAST ON COUNTY HIGHWAY C FOR 1.0 KM TO THE
 DE7517'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7517'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN A 41-CM
 DE7517'DIAMETER CONCRETE MONUMENT.  THE STATION IS 7.7 METERS
 DE7517'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY C, 128 METERS
 DE7517'WEST-NORTHWEST OF PRIVATE ENTRANCE --W9002--, 66.1 METERS
 DE7517'EAST-SOUTHEAST OF TELEPHONE PEDESTAL --1103--, 46.9 METERS NORTHWEST
 DE7517'OF POWER POLE --93-05 36 45.5--, 32.6 METERS EAST OF POWER POLE
 DE7517'--93-10528 45-5-- AND 0.5 METERS SOUTH OF A WHITE PLASTIC WITNESS
 DE7517'POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7517'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7517
 DE7517                          STATION RECOVERY (2003)
 DE7517
 DE7517'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7517'NOT FOUND.  NOTE-- THERE IS NO WITNESS POST PRESENT.  IF THE STATION
 DE7517'IS PRESENT, IT IS UNDER VERY HEAVY GRASS COVER.
 DE7517
 DE7517                          STATION RECOVERY (2006)
 DE7517
 DE7517'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7517'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.08 MILE
 DE7517'WEST-NORTHWEST OF MARSHVIEW LANE AND 0.5 M SOUTH, 1.0 M NORTHWEST, AND
 DE7517'1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7516 ***********************************************************************
 DE7516  DESIGNATION -  3K55
 DE7516  PID         -  DE7516
 DE7516  STATE/COUNTY-  WI/SHEBOYGAN
 DE7516  COUNTRY     -  US
 DE7516  USGS QUAD   -  ELKHART LAKE (2018)
 DE7516
 DE7516                         *CURRENT SURVEY CONTROL
 DE7516  ______________________________________________________________________
 DE7516* NAD 83(1986) POSITION- 43 48 15.8    (N) 088 07 21.5    (W)   HD_HELD2
 DE7516* NAVD 88 ORTHO HEIGHT -   295.215 (meters)      968.55  (feet) ADJUSTED
 DE7516  ______________________________________________________________________
 DE7516  GEOID HEIGHT    -        -35.690 (meters)                     GEOID18
 DE7516  DYNAMIC HEIGHT  -        295.154 (meters)      968.35  (feet) COMP
 DE7516  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 DE7516
 DE7516  VERT ORDER      -  SECOND    CLASS I
 DE7516
 DE7516.The horizontal coordinates were established by autonomous hand held GPS
 DE7516.observations and have an estimated accuracy of +/- 10 meters.
 DE7516
 DE7516.The orthometric height was determined by differential leveling and
 DE7516.adjusted by the WI DEPT OF TRANSP
 DE7516.in May 2012.
 DE7516
 DE7516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7516.GEOID18 height accuracy estimate available here.
 DE7516
 DE7516.Click photographs - Photos may exist for this station.
 DE7516
 DE7516.The dynamic height is computed by dividing the NAVD 88
 DE7516.geopotential number by the normal gravity value computed on the
 DE7516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7516.degrees latitude (g = 980.6199 gals.).
 DE7516
 DE7516.The modeled gravity was interpolated from observed gravity values.
 DE7516
 DE7516;                    North         East    Units  Estimated Accuracy
 DE7516;SPC WI S     -   202,154.      751,051.      MT  (+/- 10 meters HH2 GPS)
 DE7516
 DE7516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0969750759(NAD 83)
 DE7516
 DE7516                          SUPERSEDED SURVEY CONTROL
 DE7516
 DE7516  NAVD 88 (04/20/07)  295.181  (m)          968.44   (f) SUPERSEDED  2 1
 DE7516  NAVD 88 (05/16/03)  295.185  (m)          968.45   (f) SUPERSEDED  2 1
 DE7516
 DE7516.Superseded values are not recommended for survey control.
 DE7516
 DE7516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7516.See file dsdata.pdf to determine how the superseded data were derived.
 DE7516
 DE7516_MARKER: DD = SURVEY DISK
 DE7516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7516_STAMPING: 3K55 2001
 DE7516_MARK LOGO: WIDT
 DE7516_PROJECTION: FLUSH
 DE7516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7516+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 DE7516
 DE7516  HISTORY     - Date     Condition        Report By
 DE7516  HISTORY     - 20000913 MONUMENTED       WIDT
 DE7516  HISTORY     - 20031206 GOOD             USPSQD
 DE7516  HISTORY     - 20060512 GOOD             WIDT
 DE7516
 DE7516                          STATION DESCRIPTION
 DE7516
 DE7516'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7516'THE STATION IS LOCATED ABOUT 33 KM NORTHWEST OF SHEBOYGAN AND 26 KM
 DE7516'EAST-NORTHEAST OF FOND DU LAC.    OWNERSHIP--SHEBOYGAN COUNTY.  TO
 DE7516'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE
 DE7516'HIGHWAY 67 IN THE CITY OF PLYMOUTH, GO WEST ON STATE HIGHWAY 23 FOR
 DE7516'8.5 KM TO SUGARBUSH ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DE7516'SUGARBUSH ROAD FOR 2.6 KM TO COUNTY HIGHWAY C, TURN LEFT AND GO WEST
 DE7516'ON COUNTY HIGHWAY C FOR 3.1 KM TO CHERRY ROAD ON THE RIGHT, CONTINUE
 DE7516'WEST ON COUNTY HIGHWAY C FOR 0.1 KM TO THE STATION ON THE RIGHT. THE
 DE7516'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7516'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7516'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DE7516'HIGHWAY PAVEMENT.  THE STATION IS 8.1 M NORTH OF THE CENTERLINE OF
 DE7516'COUNTY HIGHWAY C, 0.1 KM EAST OF PRIVATE ENTRANCE --W8562--, 42.5 M
 DE7516'WEST OF TELEPHONE PEDESTAL --1026-- (IN YARD), 18.5 M NORTHEAST OF
 DE7516'THE WOOD POST FOR A --DEER CROSSING NEXT 3.5 MI-- SIGN, 1 M SOUTH OF
 DE7516'A CULTIVATED FIELD AND 0.45 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7516'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7516'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7516
 DE7516                          STATION RECOVERY (2003)
 DE7516
 DE7516'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7516'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7516'
 DE7516
 DE7516                          STATION RECOVERY (2006)
 DE7516
 DE7516'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7516'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 121 M
 DE7516'WEST OF THE CENTERLINE OF CHERRY ROAD, 0.3 M SOUTH OF A CULTIVATED
 DE7516'FIELD, AND 0.5 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE
 DE7516'WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7515 ***********************************************************************
 DE7515  DESIGNATION -  3K56
 DE7515  PID         -  DE7515
 DE7515  STATE/COUNTY-  WI/SHEBOYGAN
 DE7515  COUNTRY     -  US
 DE7515  USGS QUAD   -  ELKHART LAKE (2018)
 DE7515
 DE7515                         *CURRENT SURVEY CONTROL
 DE7515  ______________________________________________________________________
 DE7515* NAD 83(1986) POSITION- 43 48 42.5    (N) 088 05 35.0    (W)   HD_HELD2
 DE7515* NAVD 88 ORTHO HEIGHT -   285.867 (meters)      937.88  (feet) ADJUSTED
 DE7515  ______________________________________________________________________
 DE7515  GEOID HEIGHT    -        -35.696 (meters)                     GEOID18
 DE7515  DYNAMIC HEIGHT  -        285.808 (meters)      937.69  (feet) COMP
 DE7515  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 DE7515
 DE7515  VERT ORDER      -  SECOND    CLASS I
 DE7515
 DE7515.The horizontal coordinates were established by autonomous hand held GPS
 DE7515.observations and have an estimated accuracy of +/- 10 meters.
 DE7515
 DE7515.The orthometric height was determined by differential leveling and
 DE7515.adjusted by the WI DEPT OF TRANSP
 DE7515.in May 2012.
 DE7515
 DE7515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7515.GEOID18 height accuracy estimate available here.
 DE7515
 DE7515.Click photographs - Photos may exist for this station.
 DE7515
 DE7515.The dynamic height is computed by dividing the NAVD 88
 DE7515.geopotential number by the normal gravity value computed on the
 DE7515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7515.degrees latitude (g = 980.6199 gals.).
 DE7515
 DE7515.The modeled gravity was interpolated from observed gravity values.
 DE7515
 DE7515;                    North         East    Units  Estimated Accuracy
 DE7515;SPC WI S     -   203,032.      753,412.      MT  (+/- 10 meters HH2 GPS)
 DE7515
 DE7515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1208851551(NAD 83)
 DE7515
 DE7515                          SUPERSEDED SURVEY CONTROL
 DE7515
 DE7515  NAVD 88 (04/20/07)  285.832  (m)          937.77   (f) SUPERSEDED  2 1
 DE7515  NAVD 88 (05/16/03)  285.842  (m)          937.80   (f) SUPERSEDED  2 1
 DE7515
 DE7515.Superseded values are not recommended for survey control.
 DE7515
 DE7515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7515.See file dsdata.pdf to determine how the superseded data were derived.
 DE7515
 DE7515_MARKER: DD = SURVEY DISK
 DE7515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7515_STAMPING: 3K56 2001
 DE7515_MARK LOGO: WIDT
 DE7515_PROJECTION: FLUSH
 DE7515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7515+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 DE7515
 DE7515  HISTORY     - Date     Condition        Report By
 DE7515  HISTORY     - 20000913 MONUMENTED       WIDT
 DE7515  HISTORY     - 20031206 GOOD             USPSQD
 DE7515  HISTORY     - 20060512 GOOD             WIDT
 DE7515
 DE7515                          STATION DESCRIPTION
 DE7515
 DE7515'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7515'THE STATION IS LOCATED ABOUT 31 KM WEST-NORTHWEST OF SHEBOYGAN AND 29
 DE7515'KM EAST-NORTHEAST OF FOND DU LAC. OWNERSHIP--TOWN OF RUSSELL.  TO
 DE7515'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE
 DE7515'HIGHWAY 67 IN THE CITY OF PLYMOUTH, GO WEST ON STATE HIGHWAY 23 FOR
 DE7515'8.5 KM TO SUGARBUSH ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DE7515'SUGARBUSH ROAD FOR 2.6 KM TO COUNTY HIGHWAY C, CONTINUE NORTH ON
 DE7515'HULLS CROSSING ROAD FOR 1.8 KM TO THE STATION ON THE RIGHT. THE
 DE7515'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7515'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7515'CONCTRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE ROAD
 DE7515'PAVEMENT. THE STATION IS 5.9 M NORTH OF THE CENTERLINE OF HULLS
 DE7515'CROSSING ROAD, 111.5 M WEST OF A WOOD POST MARKING BOX CULVERT WITH A
 DE7515'SIGN, 38 M WEST OF THE CENTERLINE OF THE EAST FIELD ENTRANCE, 0.4 KM
 DE7515'EAST OF SCHOOL ROAD, 0.2 KM EAST OF A PUBLIC HUNTING GROUND PARKING
 DE7515'LOT --GREENBUSH 1186--, AND 0.8 M SOUTH OF A WHITE PLASTIC WITNESS
 DE7515'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7515'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7515
 DE7515                          STATION RECOVERY (2003)
 DE7515
 DE7515'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7515'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 MILE EAST OF
 DE7515'SCHOOL ROAD ON HULLS CROSSING ROAD.
 DE7515
 DE7515                          STATION RECOVERY (2006)
 DE7515
 DE7515'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7515'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 38 M WEST OF THE
 DE7515'EXTENDED CENTERLINE OF A FIELD ENTRANCE, 9.3 M WEST OF A METAL
 DE7515'--PUBLIC HUNTING AND FISHING GROUNDS-- SIGN POST, AND 0.8 M SOUTH, 1.0
 DE7515'M WEST, AND 1.0 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7726 ***********************************************************************
 DE7726  DESIGNATION -  3K57
 DE7726  PID         -  DE7726
 DE7726  STATE/COUNTY-  WI/SHEBOYGAN
 DE7726  COUNTRY     -  US
 DE7726  USGS QUAD   -  ELKHART LAKE (2018)
 DE7726
 DE7726                         *CURRENT SURVEY CONTROL
 DE7726  ______________________________________________________________________
 DE7726* NAD 83(1986) POSITION- 43 48 16.7    (N) 088 02 57.8    (W)   HD_HELD2
 DE7726* NAVD 88 ORTHO HEIGHT -   290.042 (meters)      951.58  (feet) ADJUSTED
 DE7726  ______________________________________________________________________
 DE7726  GEOID HEIGHT    -        -35.674 (meters)                     GEOID18
 DE7726  DYNAMIC HEIGHT  -        289.983 (meters)      951.39  (feet) COMP
 DE7726  MODELED GRAVITY -    980,407.8   (mgal)                       NAVD 88
 DE7726
 DE7726  VERT ORDER      -  SECOND    CLASS I
 DE7726
 DE7726.The horizontal coordinates were established by autonomous hand held GPS
 DE7726.observations and have an estimated accuracy of +/- 10 meters.
 DE7726
 DE7726.The orthometric height was determined by differential leveling and
 DE7726.adjusted by the WI DEPT OF TRANSP
 DE7726.in May 2012.
 DE7726
 DE7726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7726.GEOID18 height accuracy estimate available here.
 DE7726
 DE7726.Click photographs - Photos may exist for this station.
 DE7726
 DE7726.The dynamic height is computed by dividing the NAVD 88
 DE7726.geopotential number by the normal gravity value computed on the
 DE7726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7726.degrees latitude (g = 980.6199 gals.).
 DE7726
 DE7726.The modeled gravity was interpolated from observed gravity values.
 DE7726
 DE7726;                    North         East    Units  Estimated Accuracy
 DE7726;SPC WI S     -   202,317.      756,943.      MT  (+/- 10 meters HH2 GPS)
 DE7726
 DE7726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1559050709(NAD 83)
 DE7726
 DE7726                          SUPERSEDED SURVEY CONTROL
 DE7726
 DE7726  NAVD 88 (04/20/07)  290.007  (m)          951.46   (f) SUPERSEDED  2 1
 DE7726  NAVD 88 (05/16/03)  290.023  (m)          951.52   (f) SUPERSEDED  2 1
 DE7726
 DE7726.Superseded values are not recommended for survey control.
 DE7726
 DE7726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7726.See file dsdata.pdf to determine how the superseded data were derived.
 DE7726
 DE7726_MARKER: DD = SURVEY DISK
 DE7726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7726_STAMPING: 3K57 2001
 DE7726_MARK LOGO: WIDT
 DE7726_PROJECTION: FLUSH
 DE7726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7726+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 DE7726
 DE7726  HISTORY     - Date     Condition        Report By
 DE7726  HISTORY     - 2000     MONUMENTED       WIDT
 DE7726  HISTORY     - 20031206 GOOD             USPSQD
 DE7726  HISTORY     - 20060512 GOOD             WIDT
 DE7726
 DE7726                          STATION DESCRIPTION
 DE7726
 DE7726'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7726'THE STATION IS LOCATED ABOUT 30 KM EAST OF FOND DU LAC AND 24KM WEST
 DE7726'OF SHEBOYGAN. OWNERSHIP--SHEBOYGAN COUNTY. TO REACH THE STATION FROM
 DE7726'THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 67 IN THE CITY OF
 DE7726'PLYMOUTH, GO WEST ON STATE HIGHWAY 23 FOR 8.5 KM TO SUGARBUSH ROAD ON
 DE7726'THE RIGHT, TURN RIGHT AND GO NORTH ON SUGARBUSH ROAD FOR 2.5 KM TO
 DE7726'COUNTY HIGHWAY C, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY C FOR 2.6
 DE7726'KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DE7726'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7726'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.5 M BELOW
 DE7726'THE HIGHWAY PAVEMENT. THE STATION IS 9.3 M NORTH OF THE CENTERLINE OF
 DE7726'COUNTY HIGHWAY C, 23.8 M WEST-NORTHWEST OF A 61-CM DIAMETER
 DE7726'CORRUGATED METAL CULVERT PIPE, 22.45 M NORTHEAST OF POWER POLE
 DE7726'--93-10633--,19 M EAST OF CENTERLINE OF FIELD ENTRANCE, 2 M SOUTH OF
 DE7726'A CULTIVATED FIELD AND 0.5 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7726'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7726'THAN 15 DEGREES ABOVE THE HORIZION.
 DE7726
 DE7726                          STATION RECOVERY (2003)
 DE7726
 DE7726'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7726'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.05 MILE WEST OF
 DE7726'COUNTY HIGHWAY S (SWIFT STREET) ON NORTH SIDE OF COUNTY HIGHWAY C.
 DE7726'NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7726
 DE7726                          STATION RECOVERY (2006)
 DE7726
 DE7726'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7726'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 MILE WEST OF
 DE7726'COUNTY HIGHWAY A AND COUNTY HIGHWAY P, 116 M WEST OF THE EXTENDED
 DE7726'CENTERLINE OF COUNTY HIGHWAY S, 1.0 M SOUTH OF A CULTIVATED FIELD, AND
 DE7726'0.5 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE
 DE7726'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7514 ***********************************************************************
 DE7514  DESIGNATION -  3K58
 DE7514  PID         -  DE7514
 DE7514  STATE/COUNTY-  WI/SHEBOYGAN
 DE7514  COUNTRY     -  US
 DE7514  USGS QUAD   -  ELKHART LAKE (2018)
 DE7514
 DE7514                         *CURRENT SURVEY CONTROL
 DE7514  ______________________________________________________________________
 DE7514* NAD 83(1986) POSITION- 43 47 36.6    (N) 088 01 54.2    (W)   HD_HELD2
 DE7514* NAVD 88 ORTHO HEIGHT -   290.934 (meters)      954.51  (feet) ADJUSTED
 DE7514  ______________________________________________________________________
 DE7514  GEOID HEIGHT    -        -35.651 (meters)                     GEOID18
 DE7514  DYNAMIC HEIGHT  -        290.875 (meters)      954.31  (feet) COMP
 DE7514  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 DE7514
 DE7514  VERT ORDER      -  SECOND    CLASS I
 DE7514
 DE7514.The horizontal coordinates were established by autonomous hand held GPS
 DE7514.observations and have an estimated accuracy of +/- 10 meters.
 DE7514
 DE7514.The orthometric height was determined by differential leveling and
 DE7514.adjusted by the WI DEPT OF TRANSP
 DE7514.in May 2012.
 DE7514
 DE7514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7514.GEOID18 height accuracy estimate available here.
 DE7514
 DE7514.Click photographs - Photos may exist for this station.
 DE7514
 DE7514.The dynamic height is computed by dividing the NAVD 88
 DE7514.geopotential number by the normal gravity value computed on the
 DE7514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7514.degrees latitude (g = 980.6199 gals.).
 DE7514
 DE7514.The modeled gravity was interpolated from observed gravity values.
 DE7514
 DE7514;                    North         East    Units  Estimated Accuracy
 DE7514;SPC WI S     -   201,113.      758,393.      MT  (+/- 10 meters HH2 GPS)
 DE7514
 DE7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1699649454(NAD 83)
 DE7514
 DE7514                          SUPERSEDED SURVEY CONTROL
 DE7514
 DE7514  NAVD 88 (04/20/07)  290.898  (m)          954.39   (f) SUPERSEDED  2 1
 DE7514  NAVD 88 (05/16/03)  290.917  (m)          954.45   (f) SUPERSEDED  2 1
 DE7514
 DE7514.Superseded values are not recommended for survey control.
 DE7514
 DE7514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7514.See file dsdata.pdf to determine how the superseded data were derived.
 DE7514
 DE7514_MARKER: DD = SURVEY DISK
 DE7514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7514_STAMPING: 3K58 2001
 DE7514_MARK LOGO: WIDT
 DE7514_PROJECTION: FLUSH
 DE7514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7514+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 DE7514
 DE7514  HISTORY     - Date     Condition        Report By
 DE7514  HISTORY     - 2000     MONUMENTED       WIDT
 DE7514  HISTORY     - 20031206 GOOD             USPSQD
 DE7514  HISTORY     - 20060512 GOOD             WIDT
 DE7514
 DE7514                          STATION DESCRIPTION
 DE7514
 DE7514'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7514'THE STATION IS LOCATED ABOUT 34 KM EAST OF FOND DU LAC AND 6 KM
 DE7514'NORTHWEST OF PLYMOUTH.    OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE
 DE7514'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 67
 DE7514'IN THE CITY OF PLYMOUTH, GO WEST ON STATE HIGHWAY 23 FOR 1.8 KM TO
 DE7514'COUNTY HIGHWAY C, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY C FOR 5.2
 DE7514'KM TO CAMP EVELYN ROAD ON THE LEFT, TURN LEFT AND GO WEST ON CAMP
 DE7514'EVELYN ROAD FOR 1.9 KM TO COUNTY HIGHWAY P, TURN RIGHT AND GO NORTH
 DE7514'ON COUNTY HIGHWAY P FOR 0.3 KM TO THE STATION ON THE RIGHT.  THE
 DE7514'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7514'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7514'CONCRETE POST SET TO A DEPTH OF 2.4 M AND LEVEL WITH THE HIGHWAY
 DE7514'PAVEMENT.  THE STATION IS 12.5 M EAST OF THE CENTERLINE OF COUNTY
 DE7514'HIGHWAY P, 2 M WEST OF A CULTIVATED FIELD, AND 0.7 M WEST OF A WHITE
 DE7514'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7514'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7514
 DE7514                          STATION RECOVERY (2003)
 DE7514
 DE7514'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7514'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7514'BECAUSE THERE ARE NO MEASURABLE LANDMARKS PRESENT, GO NORTH ON COUNTY
 DE7514'HIGHWAY P UNTIL THE DISTANCE BETWEEN THE CENTERLINE OF THE ROAD AND
 DE7514'THE WESTERN EDGE OF THE CULTIVATED FIELD BECOMES 14.5 M.
 DE7514
 DE7514                          STATION RECOVERY (2006)
 DE7514
 DE7514'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7514'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 150 M NORTH OF A
 DE7514'--LEFT CURVE AHEAD-- SIGN POST, 0.5 M WEST OF A CULTIVATED FIELD, AND
 DE7514'0.7 M WEST, 1.0 M NORTHEAST, AND 1.0 M SOUTHEAST OF THREE WHITE
 DE7514'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6079 ***********************************************************************
 AI6079  DESIGNATION -  3K61
 AI6079  PID         -  AI6079
 AI6079  STATE/COUNTY-  WI/FOND DU LAC
 AI6079  COUNTRY     -  US
 AI6079  USGS QUAD   -  BYRON (2018)
 AI6079
 AI6079                         *CURRENT SURVEY CONTROL
 AI6079  ______________________________________________________________________
 AI6079* NAD 83(1986) POSITION- 43 44 27.68   (N) 088 28 48.64   (W)   HD_HELD1
 AI6079* NAVD 88 ORTHO HEIGHT -   258.945 (meters)      849.56  (feet) ADJUSTED
 AI6079  ______________________________________________________________________
 AI6079  GEOID HEIGHT    -        -35.732 (meters)                     GEOID18
 AI6079  DYNAMIC HEIGHT  -        258.890 (meters)      849.37  (feet) COMP
 AI6079  MODELED GRAVITY -    980,399.6   (mgal)                       NAVD 88
 AI6079
 AI6079  VERT ORDER      -  SECOND    CLASS I
 AI6079
 AI6079.The horizontal coordinates were determined by differentially corrected
 AI6079.hand held GPS observations or other comparable positioning techniques
 AI6079.and have an estimated accuracy of +/- 3 meters.
 AI6079
 AI6079.The orthometric height was determined by differential leveling and
 AI6079.adjusted by the WI DEPT OF TRANSP
 AI6079.in May 2012.
 AI6079
 AI6079.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6079.GEOID18 height accuracy estimate available here.
 AI6079
 AI6079.Click photographs - Photos may exist for this station.
 AI6079
 AI6079.The dynamic height is computed by dividing the NAVD 88
 AI6079.geopotential number by the normal gravity value computed on the
 AI6079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6079.degrees latitude (g = 980.6199 gals.).
 AI6079
 AI6079.The modeled gravity was interpolated from observed gravity values.
 AI6079
 AI6079;                    North         East    Units  Estimated Accuracy
 AI6079;SPC WI S     -   194,528.7     722,415.2     MT  (+/- 3 meters HH1 GPS) 
 AI6079
 AI6079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8081244173(NAD 83)
 AI6079
 AI6079                          SUPERSEDED SURVEY CONTROL
 AI6079
 AI6079  NAVD 88 (04/20/07)  258.916  (m)          849.46   (f) SUPERSEDED  2 1
 AI6079  NAVD 88 (10/20/00)  258.921  (m)          849.48   (f) SUPERSEDED  2 1
 AI6079
 AI6079.Superseded values are not recommended for survey control.
 AI6079
 AI6079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6079.See file dsdata.pdf to determine how the superseded data were derived.
 AI6079
 AI6079_MARKER: DD = SURVEY DISK
 AI6079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6079_STAMPING: 3K61 1999
 AI6079_MARK LOGO: WIDT
 AI6079_PROJECTION: FLUSH
 AI6079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6079+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 AI6079
 AI6079  HISTORY     - Date     Condition        Report By
 AI6079  HISTORY     - 1999     MONUMENTED       WIDT
 AI6079  HISTORY     - 20030730 GOOD             USPSQD
 AI6079  HISTORY     - 20040811 GOOD             WIDT
 AI6079  HISTORY     - 20060928 GOOD             USPSQD
 AI6079  HISTORY     - 20120326 GOOD             CITFDL
 AI6079  HISTORY     - 20180517 GOOD             WI-039
 AI6079
 AI6079                          STATION DESCRIPTION
 AI6079
 AI6079'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6079'THE STATION IS LOCATED APPROXIMATELY 3.2 KM (2.00 MI) SOUTHWEST OF
 AI6079'FOND DU LAC.  OWNERSHIP--CITY OF FOND DU LAC WATER DEPARTMENT.  TO
 AI6079'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH COUNTY
 AI6079'HIGHWAY VVV (ROLLING MEADOWS DRIVE) 2.4 KM (1.50 MI) SOUTHWEST OF THE
 AI6079'CITY OF FOND DU LAC, GO SOUTHEAST ON COUNTY HIGHWAY VVV (ROLLING
 AI6079'MEADOWS DRIVE) FOR 0.72 KM (0.45 MI) TO TROWBRIDGE DRIVE ON THE RIGHT,
 AI6079'TURN RIGHT AND GO SOUTHWEST ON TROWBRIDGE DRIVE FOR 1.37 KM (0.85 MI)
 AI6079'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6079'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6079'STAMPED --3K61 1999 -- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI6079'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2.0 M (6.6 FT) ABOVE THE
 AI6079'ROAD PAVEMENT.  THE STATION IS 16.6 M (54.5 FT) WEST OF THE CENTERLINE
 AI6079'OF TROWBRIDGE DRIVE, 35.7 M (117.1 FT) NORTH OF THE CENTERLINE OF
 AI6079'WILLOW LAWN ROAD, 15.7 M (51.5 FT) NORTH OF TELEPHONE CABLE PEDESTAL
 AI6079'--L 328 15--, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI6079'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 AI6079'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A HIGH-VOLTAGE
 AI6079'TRANSMISSION LINE POLE APPROXIMATELY 75 M (246.1 FT) SOUTH OF THE
 AI6079'STATION EXTENDING TO 15 DEGREES ABOVE THE HORIZON.
 AI6079
 AI6079                          STATION RECOVERY (2003)
 AI6079
 AI6079'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6079'RECOVERED IN GOOD CONDITION.
 AI6079
 AI6079                          STATION RECOVERY (2004)
 AI6079
 AI6079'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6079'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS ADDED.  STATION IS IN
 AI6079'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6079
 AI6079                          STATION RECOVERY (2006)
 AI6079
 AI6079'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6079'RECOVERED IN GOOD CONDITION.
 AI6079
 AI6079                          STATION RECOVERY (2012)
 AI6079
 AI6079'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6079'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AI6079
 AI6079                          STATION RECOVERY (2018)
 AI6079
 AI6079'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 AI6079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6080 ***********************************************************************
 AI6080  DESIGNATION -  3K62
 AI6080  PID         -  AI6080
 AI6080  STATE/COUNTY-  WI/FOND DU LAC
 AI6080  COUNTRY     -  US
 AI6080  USGS QUAD   -  BYRON (2018)
 AI6080
 AI6080                         *CURRENT SURVEY CONTROL
 AI6080  ______________________________________________________________________
 AI6080* NAD 83(1986) POSITION- 43 44 56.99   (N) 088 28 09.93   (W)   HD_HELD1
 AI6080* NAVD 88 ORTHO HEIGHT -   245.442 (meters)      805.25  (feet) ADJUSTED
 AI6080  ______________________________________________________________________
 AI6080  GEOID HEIGHT    -        -35.746 (meters)                     GEOID18
 AI6080  DYNAMIC HEIGHT  -        245.390 (meters)      805.08  (feet) COMP
 AI6080  MODELED GRAVITY -    980,401.4   (mgal)                       NAVD 88
 AI6080
 AI6080  VERT ORDER      -  SECOND    CLASS I
 AI6080
 AI6080.The horizontal coordinates were determined by differentially corrected
 AI6080.hand held GPS observations or other comparable positioning techniques
 AI6080.and have an estimated accuracy of +/- 3 meters.
 AI6080
 AI6080.The orthometric height was determined by differential leveling and
 AI6080.adjusted by the WI DEPT OF TRANSP
 AI6080.in May 2012.
 AI6080
 AI6080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6080.GEOID18 height accuracy estimate available here.
 AI6080
 AI6080.Click photographs - Photos may exist for this station.
 AI6080
 AI6080.The dynamic height is computed by dividing the NAVD 88
 AI6080.geopotential number by the normal gravity value computed on the
 AI6080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6080.degrees latitude (g = 980.6199 gals.).
 AI6080
 AI6080.The modeled gravity was interpolated from observed gravity values.
 AI6080
 AI6080;                    North         East    Units  Estimated Accuracy
 AI6080;SPC WI S     -   195,448.9     723,264.6     MT  (+/- 3 meters HH1 GPS) 
 AI6080
 AI6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8169445062(NAD 83)
 AI6080
 AI6080                          SUPERSEDED SURVEY CONTROL
 AI6080
 AI6080  NAVD 88 (04/20/07)  245.414  (m)          805.16   (f) SUPERSEDED  2 1
 AI6080  NAVD 88 (10/20/00)  245.420  (m)          805.18   (f) SUPERSEDED  2 1
 AI6080
 AI6080.Superseded values are not recommended for survey control.
 AI6080
 AI6080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6080.See file dsdata.pdf to determine how the superseded data were derived.
 AI6080
 AI6080_MARKER: DD = SURVEY DISK
 AI6080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6080_STAMPING: 3K62 1999
 AI6080_MARK LOGO: WIDT
 AI6080_PROJECTION: FLUSH
 AI6080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6080+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 AI6080
 AI6080  HISTORY     - Date     Condition        Report By
 AI6080  HISTORY     - 1999     MONUMENTED       WIDT
 AI6080  HISTORY     - 20030730 GOOD             USPSQD
 AI6080  HISTORY     - 20040805 GOOD             WIDT
 AI6080  HISTORY     - 20060928 GOOD             USPSQD
 AI6080  HISTORY     - 20120326 GOOD             CITFDL
 AI6080  HISTORY     - 20180517 GOOD             WI-039
 AI6080
 AI6080                          STATION DESCRIPTION
 AI6080
 AI6080'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6080'THE STATION IS LOCATED APPROXIMATELY 4.8 KM (3.00 MI) SOUTHWEST OF
 AI6080'FOND DU LAC.  OWNERSHIP--WISCONSIN DEPARTMENT OF NATURAL RESOURCES. TO
 AI6080'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH COUNTY
 AI6080'HIGHWAY VVV (ROLLING MEADOWS DRIVE) 2.4 KM (1.50 MI) SOUTHWEST OF THE
 AI6080'CITY OF FOND DU LAC, GO SOUTHEAST ON COUNTY HIGHWAY VVV (ROLLING
 AI6080'MEADOWS DRIVE) FOR 1.05 KM (0.65 MI) TO THE ENTRANCE FOR THE PARKING
 AI6080'AREA FOR THE WILD GOOSE STATE TRAIL ON THE RIGHT, TURN RIGHT AND GO
 AI6080'SOUTHEAST INTO THE PARKING LOT FOR 0.08 KM (0.05 MI) TO THE STATION ON
 AI6080'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6080'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3K62
 AI6080'1999 -- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI6080'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE PARKING LOT PAVEMENT.
 AI6080'THE STATION IS 74.3 M (243.8 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AI6080'ROLLING MEADOWS DRIVE, 18.2 M (59.7 FT) WEST-NORTHWEST OF THE
 AI6080'CENTERLINE OF WILD GOOSE STATE TRAIL, 7.0 M (23.0 FT) NORTHEAST OF A
 AI6080'5-CM (2-INCH) DIAMETER SPRUCE TREE, 4.9 M (16.1 FT) SOUTH OF THE EDGE
 AI6080'OF A CONCRETE SIDEWALK, 2.4 M (7.9 FT) SOUTH OF THE TOP OF THE PARKING
 AI6080'LOT CURB, AND 0.5 M (1.6 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 AI6080'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 AI6080'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6080
 AI6080                          STATION RECOVERY (2003)
 AI6080
 AI6080'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6080'RECOVERED IN GOOD CONDITION.
 AI6080
 AI6080                          STATION RECOVERY (2004)
 AI6080
 AI6080'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6080'RECOVERED AS DESCRIBED.
 AI6080
 AI6080                          STATION RECOVERY (2006)
 AI6080
 AI6080'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6080'RECOVERED IN GOOD CONDITION.
 AI6080
 AI6080                          STATION RECOVERY (2012)
 AI6080
 AI6080'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6080'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AI6080
 AI6080                          STATION RECOVERY (2018)
 AI6080
 AI6080'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 AI6080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6081 ***********************************************************************
 AI6081  DESIGNATION -  3K63
 AI6081  PID         -  AI6081
 AI6081  STATE/COUNTY-  WI/FOND DU LAC
 AI6081  COUNTRY     -  US
 AI6081  USGS QUAD   -  FOND DU LAC (2018)
 AI6081
 AI6081                         *CURRENT SURVEY CONTROL
 AI6081  ______________________________________________________________________
 AI6081* NAD 83(1986) POSITION- 43 46 43.7    (N) 088 26 54.8    (W)   HD_HELD2
 AI6081* NAVD 88 ORTHO HEIGHT -   231.538 (meters)      759.64  (feet) ADJUSTED
 AI6081  ______________________________________________________________________
 AI6081  GEOID HEIGHT    -        -35.801 (meters)                     GEOID18
 AI6081  DYNAMIC HEIGHT  -        231.490 (meters)      759.48  (feet) COMP
 AI6081  MODELED GRAVITY -    980,407.3   (mgal)                       NAVD 88
 AI6081
 AI6081  VERT ORDER      -  SECOND    CLASS I
 AI6081
 AI6081.The horizontal coordinates were established by autonomous hand held GPS
 AI6081.observations and have an estimated accuracy of +/- 10 meters.
 AI6081
 AI6081.The orthometric height was determined by differential leveling and
 AI6081.adjusted by the WI DEPT OF TRANSP
 AI6081.in May 2012.
 AI6081
 AI6081.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6081.GEOID18 height accuracy estimate available here.
 AI6081
 AI6081.Click photographs - Photos may exist for this station.
 AI6081
 AI6081.The dynamic height is computed by dividing the NAVD 88
 AI6081.geopotential number by the normal gravity value computed on the
 AI6081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6081.degrees latitude (g = 980.6199 gals.).
 AI6081
 AI6081.The modeled gravity was interpolated from observed gravity values.
 AI6081
 AI6081;                    North         East    Units  Estimated Accuracy
 AI6081;SPC WI S     -   198,773.      724,884.      MT  (+/- 10 meters HH2 GPS)
 AI6081
 AI6081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8343248325(NAD 83)
 AI6081
 AI6081                          SUPERSEDED SURVEY CONTROL
 AI6081
 AI6081  NAVD 88 (04/20/07)  231.509  (m)          759.54   (f) SUPERSEDED  2 1
 AI6081  NAVD 88 (10/20/00)  231.521  (m)          759.58   (f) SUPERSEDED  2 1
 AI6081
 AI6081.Superseded values are not recommended for survey control.
 AI6081
 AI6081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6081.See file dsdata.pdf to determine how the superseded data were derived.
 AI6081
 AI6081_MARKER: DD = SURVEY DISK
 AI6081_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI6081_SP_SET: BRIDGE ABUTMENT
 AI6081_STAMPING: 3K63 1999
 AI6081_MARK LOGO: WIDT
 AI6081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6081+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 AI6081
 AI6081  HISTORY     - Date     Condition        Report By
 AI6081  HISTORY     - 1999     MONUMENTED       WIDT
 AI6081  HISTORY     - 20030722 GOOD             USPSQD
 AI6081  HISTORY     - 20050428 GOOD             WIDT
 AI6081  HISTORY     - 20060929 GOOD             USPSQD
 AI6081  HISTORY     - 20120326 GOOD             CITFDL
 AI6081  HISTORY     - 20180517 GOOD             WI-039
 AI6081
 AI6081                          STATION DESCRIPTION
 AI6081
 AI6081'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6081'THE STATION IS LOCATED IN FOND DU LAC.  OWNERSHIP--CITY OF FOND DU
 AI6081'LAC.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 45 AND 151
 AI6081'AND STATE HIGHWAY 175 AT THE INTERSECTION OF MAIN STREET, WESTERN
 AI6081'AVENUE AND FOURTH STREET IN THE CITY OF FOND DU LAC, GO NORTH ON
 AI6081'HIGHWAYS 45/151/175 (MAIN STREET) FOR 0.8 KM (0.50 MI) TO DIVISION
 AI6081'STREET, TURN LEFT AND GO WEST ON DIVISION STREET FOR 1.3 KM (0.80 MI)
 AI6081'TO THE MARK ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 AI6081'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3K63
 AI6081'1999-- AND SET IN THE TOP OF A BRIDGE ABUTMENT 0.5 M (1.6 FT) ABOVE
 AI6081'THE GROUND AND O.5 M ABOVE THE STREET PAVEMENT.  THE STATION IS ON THE
 AI6081'TOP OF THE SOUTH SIDE OF THE EAST ABUTMENT, 9.2 M (30.2 FT) SOUTH OF
 AI6081'THE CENTERLINE OF DIVISION STREET, 18.3 M (60.0 FT) WEST OF THE
 AI6081'CENTERLINE OF MACY STREET, AND 0.3 M (1.0 FT) WEST OF A YELLOW PLASTIC
 AI6081'--CAUTION GAS PIPELINE-- POST. ---NOTE---VISIBLE OBSTRUCTIONS AT THIS
 AI6081'STATION ARE A BUILDING IN THE NORTH-NORTHWEST QUADRANT EXTENDING TO 60
 AI6081'DEGREES, BUILDINGS IN THE NORTHEAST AND EAST QUADRANTS EXTENDING TO 55
 AI6081'DEGREES, TREES IN THE SOUTHEAST AND SOUTH QUADRANTS EXTENDING TO 75
 AI6081'DEGREES, AND TREES IN THE SOUTHWEST QUADRANT EXTENDING TO 35 DEGREES.
 AI6081
 AI6081                          STATION RECOVERY (2003)
 AI6081
 AI6081'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6081'RECOVERED IN GOOD CONDITION.
 AI6081
 AI6081                          STATION RECOVERY (2005)
 AI6081
 AI6081'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6081'RECOVERED IN GOOD CONDITION.  CORRECTION-- FROM THE JUNCTION OF MAIN
 AI6081'STREET AND DIVISION STREET IN DOWNTOWN FOND DU LAC, GO WEST ON
 AI6081'DIVISION STREET FOR 1 BLOCK TO SOUTHBOUND HIGHWAYS 45/151/175 (MACY
 AI6081'STREET).  CONTINUE THROUGH THE INTERSECTION TO THE STATION ON THE LEFT
 AI6081'SET IN THE TOP OF THE SOUTH END OF THE EAST BRIDGE ABUTMENT.
 AI6081
 AI6081                          STATION RECOVERY (2006)
 AI6081
 AI6081'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6081'RECOVERED IN GOOD CONDITION.
 AI6081
 AI6081                          STATION RECOVERY (2012)
 AI6081
 AI6081'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6081'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AI6081
 AI6081                          STATION RECOVERY (2018)
 AI6081
 AI6081'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 AI6081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6104 ***********************************************************************
 AI6104  DESIGNATION -  3K91
 AI6104  PID         -  AI6104
 AI6104  STATE/COUNTY-  WI/DODGE
 AI6104  COUNTRY     -  US
 AI6104  USGS QUAD   -  LOMIRA (2018)
 AI6104
 AI6104                         *CURRENT SURVEY CONTROL
 AI6104  ______________________________________________________________________
 AI6104* NAD 83(2011) POSITION- 43 35 14.35382(N) 088 29 55.87342(W)   ADJUSTED
 AI6104* NAD 83(2011) ELLIP HT-   271.935 (meters)        (06/27/12)   ADJUSTED
 AI6104* NAD 83(2011) EPOCH   -  2010.00
 AI6104* NAVD 88 ORTHO HEIGHT -   307.239 (meters)     1008.00  (feet) ADJUSTED
 AI6104  ______________________________________________________________________
 AI6104  GEOID HEIGHT    -        -35.315 (meters)                     GEOID18
 AI6104  NAD 83(2011) X  -    121,223.908 (meters)                     COMP
 AI6104  NAD 83(2011) Y  - -4,625,817.680 (meters)                     COMP
 AI6104  NAD 83(2011) Z  -  4,375,181.453 (meters)                     COMP
 AI6104  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 AI6104  DYNAMIC HEIGHT  -        307.169 (meters)     1007.77  (feet) COMP
 AI6104  MODELED GRAVITY -    980,382.6   (mgal)                       NAVD 88
 AI6104
 AI6104  VERT ORDER      -  SECOND    CLASS I
 AI6104
 AI6104  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6104  Standards:
 AI6104         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6104            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6104  -------------------------------------------------------------------
 AI6104  NETWORK    0.70   0.80           0.33   0.22   0.41     -0.06529635
 AI6104  -------------------------------------------------------------------
 AI6104  Click here for local accuracies and other accuracy information.
 AI6104
 AI6104.The horizontal coordinates were established by GPS observations
 AI6104.and adjusted by the National Geodetic Survey in June 2012.
 AI6104
 AI6104.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6104.been affixed to the stable North American tectonic plate. See 
 AI6104.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6104
 AI6104.The horizontal coordinates are valid at the epoch date displayed above
 AI6104.which is a decimal equivalence of Year/Month/Day.
 AI6104
 AI6104.The orthometric height was determined by differential leveling and
 AI6104.adjusted by the WI DEPT OF TRANSP
 AI6104.in May 2012.
 AI6104
 AI6104.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6104.GEOID18 height accuracy estimate available here.
 AI6104
 AI6104.Click photographs - Photos may exist for this station.
 AI6104
 AI6104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6104
 AI6104.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6104
 AI6104.The ellipsoidal height was determined by GPS observations
 AI6104.and is referenced to NAD 83.
 AI6104
 AI6104.The dynamic height is computed by dividing the NAVD 88
 AI6104.geopotential number by the normal gravity value computed on the
 AI6104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6104.degrees latitude (g = 980.6199 gals.).
 AI6104
 AI6104.The modeled gravity was interpolated from observed gravity values.
 AI6104
 AI6104. The following values were computed from the NAD 83(2011) position.
 AI6104
 AI6104;                    North         East     Units Scale Factor Converg.
 AI6104;SPC WI S     -   177,428.045   721,218.530   MT  0.99993781   +1 01 53.2
 AI6104;SPC WI S     -   582,111.84  2,366,197.79   sFT  0.99993781   +1 01 53.2
 AI6104;UTM  16      - 4,827,130.417   379,000.244   MT  0.99978009   -1 02 00.7
 AI6104
 AI6104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6104!SPC WI S     -   0.99995736  x   0.99993781  =   0.99989517
 AI6104!UTM  16      -   0.99995736  x   0.99978009  =   0.99973746
 AI6104
 AI6104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7900027130(NAD 83)
 AI6104
 AI6104                          SUPERSEDED SURVEY CONTROL
 AI6104
 AI6104  NAD 83(2007)-  43 35 14.35384(N)    088 29 55.87426(W) AD(2002.00) 0
 AI6104  ELLIP H (02/10/07)  271.971  (m)                       GP(2002.00)    
 AI6104  ELLIP H (11/17/00)  271.981  (m)                       GP(       ) 3 2
 AI6104  NAD 83(1997)-  43 35 14.35380(N)    088 29 55.87435(W) AD(       ) 1
 AI6104  ELLIP H (07/06/00)  271.981  (m)                       GP(       ) 2 1
 AI6104  NAVD 88             307.21   (m)         1007.9    (f) LEVELING    3  
 AI6104  NAVD 88 (04/20/07)  307.211  (m)         1007.91   (f) SUPERSEDED  2 1
 AI6104  NAVD 88 (10/20/00)  307.193  (m)         1007.85   (f) SUPERSEDED  2 1
 AI6104  NAVD 88 (07/06/00)  307.19   (m)  GEOID99  model used  GPS OBS        
 AI6104
 AI6104.Superseded values are not recommended for survey control.
 AI6104
 AI6104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6104.See file dsdata.pdf to determine how the superseded data were derived.
 AI6104
 AI6104_MARKER: DD = SURVEY DISK
 AI6104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6104_STAMPING: 3K91 1999
 AI6104_MARK LOGO: WIDT
 AI6104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6104+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6104
 AI6104  HISTORY     - Date     Condition        Report By
 AI6104  HISTORY     - 1999     MONUMENTED       WIDT
 AI6104  HISTORY     - 20030806 GOOD             USPSQD
 AI6104  HISTORY     - 20040720 GOOD             WIDT
 AI6104  HISTORY     - 20060924 GOOD             USPSQD
 AI6104
 AI6104                          STATION DESCRIPTION
 AI6104
 AI6104'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6104'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) SOUTH-SOUTHWEST OF
 AI6104'FOND DU LAC, AND 10.5 KM (6.50 MI) NORTHEAST OF MAYVILLE.
 AI6104'OWNERSHIP-DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6104'STATE HIGHWAY 67 WITH US HIGHWAY 41 ABOUT 0.8 KM (0.50 MI) EAST OF THE
 AI6104'VILLAGE OF LOMIRA, GO WEST ON STATE HIGHWAY 67 FOR 1.6 KM (1.00 MI) TO
 AI6104'THE JUNCTION OF STATE HIGHWAY 175 WITH STATE HIGHWAY 67 AND COUNTY
 AI6104'HIGHWAY H, CONTINUE WEST ON COUNTY HIGHWAY H FOR 2.33 KM (1.45 MI) TO
 AI6104'CENTER DRIVE, CONTINUE WEST ON COUNTY HIGHWAY H FOR 1.53 KM (0.95 MI)
 AI6104'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 AI6104'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6104'STAMPED --3K91 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER
 AI6104'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) BELOW THE
 AI6104'HIGHWAY PAVEMENT.  THE STATION IS 7.9 M (25.9 FT) SOUTH OF THE
 AI6104'CENTERLINE OF COUNTY HIGHWAY H, 68 M (223.1 FT) EAST OF CENTERLINE OF
 AI6104'COUNTY HIGHWAY AY, 42.0 M (137.8 FT) SOUTHEAST OF POWER POLE --76
 AI6104'12838 40/5--, 30.3 M (99.4 FT) SOUTHWEST OF POWER POLE --40-5--, 26.7
 AI6104'M (87.6 FT) EAST OF WOOD POST FOR --COUNTY HIGHWAY H-- SIGN, 1 M (3.3
 AI6104'FT) NORTH OF CULTIVATED FIELD, AND 0.7 M (2.3 FT) NORTH OF A WHITE
 AI6104'PLASTIC WITNESS POST.
 AI6104
 AI6104                          STATION RECOVERY (2003)
 AI6104
 AI6104'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6104'RECOVERED IN GOOD CONDITION.  NOTE-- A WHITE PLASTIC EXTENSION IS
 AI6104'TAPED TO THE WHITE PLASTIC WITNESS POST.
 AI6104
 AI6104                          STATION RECOVERY (2004)
 AI6104
 AI6104'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6104'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6104'IS 0.7 M NORTH, 1 M EAST AND 1 M SOUTHWEST OF THREE WHITE PLASTIC
 AI6104'WITNESS POSTS.  UTILITY POLE --40-5-- IS NOW NUMBERED --02-04300
 AI6104'40-5--.  EXTENSION IS GONE.
 AI6104
 AI6104                          STATION RECOVERY (2006)
 AI6104
 AI6104'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6103 ***********************************************************************
 AI6103  DESIGNATION -  3K92
 AI6103  PID         -  AI6103
 AI6103  STATE/COUNTY-  WI/DODGE
 AI6103  COUNTRY     -  US
 AI6103  USGS QUAD   -  LOMIRA (2018)
 AI6103
 AI6103                         *CURRENT SURVEY CONTROL
 AI6103  ______________________________________________________________________
 AI6103* NAD 83(2011) POSITION- 43 35 16.54168(N) 088 28 46.95413(W)   ADJUSTED
 AI6103* NAD 83(2011) ELLIP HT-   257.500 (meters)        (06/27/12)   ADJUSTED
 AI6103* NAD 83(2011) EPOCH   -  2010.00
 AI6103* NAVD 88 ORTHO HEIGHT -   292.797 (meters)      960.62  (feet) ADJUSTED
 AI6103  ______________________________________________________________________
 AI6103  GEOID HEIGHT    -        -35.307 (meters)                     GEOID18
 AI6103  NAD 83(2011) X  -    122,768.013 (meters)                     COMP
 AI6103  NAD 83(2011) Y  - -4,625,719.926 (meters)                     COMP
 AI6103  NAD 83(2011) Z  -  4,375,220.411 (meters)                     COMP
 AI6103  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 AI6103  DYNAMIC HEIGHT  -        292.730 (meters)      960.40  (feet) COMP
 AI6103  MODELED GRAVITY -    980,384.5   (mgal)                       NAVD 88
 AI6103
 AI6103  VERT ORDER      -  SECOND    CLASS I
 AI6103
 AI6103  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6103  Standards:
 AI6103         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6103            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6103  -------------------------------------------------------------------
 AI6103  NETWORK    0.69   0.80           0.33   0.21   0.41     -0.02681368
 AI6103  -------------------------------------------------------------------
 AI6103  Click here for local accuracies and other accuracy information.
 AI6103
 AI6103.The horizontal coordinates were established by GPS observations
 AI6103.and adjusted by the National Geodetic Survey in June 2012.
 AI6103
 AI6103.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6103.been affixed to the stable North American tectonic plate. See 
 AI6103.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6103
 AI6103.The horizontal coordinates are valid at the epoch date displayed above
 AI6103.which is a decimal equivalence of Year/Month/Day.
 AI6103
 AI6103.The orthometric height was determined by differential leveling and
 AI6103.adjusted by the WI DEPT OF TRANSP
 AI6103.in May 2012.
 AI6103
 AI6103.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6103.GEOID18 height accuracy estimate available here.
 AI6103
 AI6103.Click photographs - Photos may exist for this station.
 AI6103
 AI6103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6103
 AI6103.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6103
 AI6103.The ellipsoidal height was determined by GPS observations
 AI6103.and is referenced to NAD 83.
 AI6103
 AI6103.The dynamic height is computed by dividing the NAVD 88
 AI6103.geopotential number by the normal gravity value computed on the
 AI6103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6103.degrees latitude (g = 980.6199 gals.).
 AI6103
 AI6103.The modeled gravity was interpolated from observed gravity values.
 AI6103
 AI6103. The following values were computed from the NAD 83(2011) position.
 AI6103
 AI6103;                    North         East     Units Scale Factor Converg.
 AI6103;SPC WI S     -   177,523.559   722,763.039   MT  0.99993784   +1 02 40.5
 AI6103;SPC WI S     -   582,425.21  2,371,265.07   sFT  0.99993784   +1 02 40.5
 AI6103;UTM  16      - 4,827,170.210   380,546.944   MT  0.99977551   -1 01 13.2
 AI6103
 AI6103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6103!SPC WI S     -   0.99995962  x   0.99993784  =   0.99989746
 AI6103!UTM  16      -   0.99995962  x   0.99977551  =   0.99973514
 AI6103
 AI6103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8054627170(NAD 83)
 AI6103
 AI6103                          SUPERSEDED SURVEY CONTROL
 AI6103
 AI6103  NAD 83(2007)-  43 35 16.54170(N)    088 28 46.95497(W) AD(2002.00) 0
 AI6103  ELLIP H (02/10/07)  257.536  (m)                       GP(2002.00)    
 AI6103  ELLIP H (11/17/00)  257.543  (m)                       GP(       ) 3 2
 AI6103  NAD 83(1997)-  43 35 16.54165(N)    088 28 46.95507(W) AD(       ) 1
 AI6103  ELLIP H (07/06/00)  257.543  (m)                       GP(       ) 2 1
 AI6103  NAVD 88             292.77   (m)          960.5    (f) LEVELING    3  
 AI6103  NAVD 88 (04/20/07)  292.769  (m)          960.53   (f) SUPERSEDED  2 1
 AI6103  NAVD 88 (10/20/00)  292.751  (m)          960.47   (f) SUPERSEDED  2 1
 AI6103  NAVD 88 (07/06/00)  292.75   (m)  GEOID99  model used  GPS OBS        
 AI6103
 AI6103.Superseded values are not recommended for survey control.
 AI6103
 AI6103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6103.See file dsdata.pdf to determine how the superseded data were derived.
 AI6103
 AI6103_MARKER: DD = SURVEY DISK
 AI6103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6103_STAMPING: 3K92 1999
 AI6103_MARK LOGO: WIDT
 AI6103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6103+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6103
 AI6103  HISTORY     - Date     Condition        Report By
 AI6103  HISTORY     - 1999     MONUMENTED       WIDT
 AI6103  HISTORY     - 20030806 GOOD             USPSQD
 AI6103  HISTORY     - 20040720 GOOD             WIDT
 AI6103  HISTORY     - 20060924 GOOD             USPSQD
 AI6103
 AI6103                          STATION DESCRIPTION
 AI6103
 AI6103'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6103'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) SOUTH-SOUTHWEST OF
 AI6103'FOND DU LAC, AND 2.4 KM (1.50 MI) WEST OF LOMIRA.  OWNERSHIP-TOWN OF
 AI6103'LOMIRA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67
 AI6103'WITH US HIGHWAY 41 ABOUT 0.8 KM (0.50 MI) EAST OF THE VILLAGE OF
 AI6103'LOMIRA, GO WEST ON STATE HIGHWAY 67 FOR 1.6 KM (1.00 MI) TO THE
 AI6103'JUNCTION OF STATE HIGHWAY 175 WITH STATE HIGHWAY 67 AND COUNTY HIGHWAY
 AI6103'H, CONTINUE WEST ON COUNTY HIGHWAY H FOR 2.33 KM (1.45 MI) TO CENTER
 AI6103'DRIVE, TURN RIGHT AND GO NORTH ON CENTER DRIVE FOR 55 M (180.4 FT) TO
 AI6103'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6103'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6103'STAMPED --3K92 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER
 AI6103'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE
 AI6103'ROAD PAVEMENT.  THE STATION IS 8.7 M (28.5 FT) EAST OF THE CENTERLINE
 AI6103'OF CENTER DRIVE, 55 M (180.4 FT) NORTH OF CENTERLINE OF COUNTY HIGHWAY
 AI6103'H, 45.1 M (148.0 FT) NORTH-NORTHEAST OF WOOD POST FOR --STOP-- SIGN,
 AI6103'42.5 M (139.4 FT) NORTH OF PLASTIC WARNING POST FOR GAS PIPELINE, 34.1
 AI6103'M (111.9 FT) NORTHEAST OF POWER POLE --35-5--, AND 0.6 M (2.0 FT) WEST
 AI6103'OF A WHITE PLASTIC WITNESS POST.
 AI6103
 AI6103                          STATION RECOVERY (2003)
 AI6103
 AI6103'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6103'RECOVERED IN GOOD CONDITION.
 AI6103
 AI6103                          STATION RECOVERY (2004)
 AI6103
 AI6103'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6103'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6103'IS .6 M WEST, 1M NORTHEAST AND 1 M SOUTHEAST OF THREE WHITE PLASTIC
 AI6103'WITNESS POSTS.
 AI6103
 AI6103                          STATION RECOVERY (2006)
 AI6103
 AI6103'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6102 ***********************************************************************
 AI6102  DESIGNATION -  3K93
 AI6102  PID         -  AI6102
 AI6102  STATE/COUNTY-  WI/DODGE
 AI6102  COUNTRY     -  US
 AI6102  USGS QUAD   -  LOMIRA (2018)
 AI6102
 AI6102                         *CURRENT SURVEY CONTROL
 AI6102  ______________________________________________________________________
 AI6102* NAD 83(2011) POSITION- 43 37 10.71243(N) 088 28 49.13855(W)   ADJUSTED
 AI6102* NAD 83(2011) ELLIP HT-   273.972 (meters)        (06/27/12)   ADJUSTED
 AI6102* NAD 83(2011) EPOCH   -  2010.00
 AI6102* NAVD 88 ORTHO HEIGHT -   309.354 (meters)     1014.94  (feet) ADJUSTED
 AI6102  ______________________________________________________________________
 AI6102  GEOID HEIGHT    -        -35.389 (meters)                     GEOID18
 AI6102  NAD 83(2011) X  -    122,654.892 (meters)                     COMP
 AI6102  NAD 83(2011) Y  - -4,623,303.805 (meters)                     COMP
 AI6102  NAD 83(2011) Z  -  4,377,783.394 (meters)                     COMP
 AI6102  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 AI6102  DYNAMIC HEIGHT  -        309.284 (meters)     1014.71  (feet) COMP
 AI6102  MODELED GRAVITY -    980,384.8   (mgal)                       NAVD 88
 AI6102
 AI6102  VERT ORDER      -  SECOND    CLASS I
 AI6102
 AI6102  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6102  Standards:
 AI6102         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6102            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6102  -------------------------------------------------------------------
 AI6102  NETWORK    0.52   0.59           0.24   0.17   0.30     -0.08663409
 AI6102  -------------------------------------------------------------------
 AI6102  Click here for local accuracies and other accuracy information.
 AI6102
 AI6102.The horizontal coordinates were established by GPS observations
 AI6102.and adjusted by the National Geodetic Survey in June 2012.
 AI6102
 AI6102.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6102.been affixed to the stable North American tectonic plate. See 
 AI6102.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6102
 AI6102.The horizontal coordinates are valid at the epoch date displayed above
 AI6102.which is a decimal equivalence of Year/Month/Day.
 AI6102
 AI6102.The orthometric height was determined by differential leveling and
 AI6102.adjusted by the WI DEPT OF TRANSP
 AI6102.in May 2012.
 AI6102
 AI6102.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6102.GEOID18 height accuracy estimate available here.
 AI6102
 AI6102.Click photographs - Photos may exist for this station.
 AI6102
 AI6102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6102
 AI6102.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6102
 AI6102.The ellipsoidal height was determined by GPS observations
 AI6102.and is referenced to NAD 83.
 AI6102
 AI6102.The dynamic height is computed by dividing the NAVD 88
 AI6102.geopotential number by the normal gravity value computed on the
 AI6102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6102.degrees latitude (g = 980.6199 gals.).
 AI6102
 AI6102.The modeled gravity was interpolated from observed gravity values.
 AI6102
 AI6102. The following values were computed from the NAD 83(2011) position.
 AI6102
 AI6102;                    North         East     Units Scale Factor Converg.
 AI6102;SPC WI S     -   181,045.444   722,649.839   MT  0.99993979   +1 02 39.0
 AI6102;SPC WI S     -   593,979.93  2,370,893.68   sFT  0.99993979   +1 02 39.0
 AI6102;UTM  16      - 4,830,693.311   380,560.734   MT  0.99977547   -1 01 16.8
 AI6102
 AI6102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6102!SPC WI S     -   0.99995704  x   0.99993979  =   0.99989683
 AI6102!UTM  16      -   0.99995704  x   0.99977547  =   0.99973252
 AI6102
 AI6102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8056030693(NAD 83)
 AI6102
 AI6102                          SUPERSEDED SURVEY CONTROL
 AI6102
 AI6102  NAD 83(2007)-  43 37 10.71245(N)    088 28 49.13938(W) AD(2002.00) 0
 AI6102  ELLIP H (02/10/07)  274.008  (m)                       GP(2002.00)    
 AI6102  ELLIP H (11/17/00)  274.016  (m)                       GP(       ) 3 2
 AI6102  NAD 83(1997)-  43 37 10.71238(N)    088 28 49.13950(W) AD(       ) 1
 AI6102  ELLIP H (07/06/00)  274.016  (m)                       GP(       ) 2 1
 AI6102  NAVD 88             309.33   (m)         1014.9    (f) LEVELING    3  
 AI6102  NAVD 88 (04/20/07)  309.326  (m)         1014.85   (f) SUPERSEDED  2 1
 AI6102  NAVD 88 (10/20/00)  309.309  (m)         1014.79   (f) SUPERSEDED  2 1
 AI6102  NAVD 88 (07/06/00)  309.31   (m)  GEOID99  model used  GPS OBS        
 AI6102
 AI6102.Superseded values are not recommended for survey control.
 AI6102
 AI6102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6102.See file dsdata.pdf to determine how the superseded data were derived.
 AI6102
 AI6102_MARKER: DD = SURVEY DISK
 AI6102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6102_STAMPING: 3K93 1999
 AI6102_MARK LOGO: WIDT
 AI6102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6102+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6102
 AI6102  HISTORY     - Date     Condition        Report By
 AI6102  HISTORY     - 1999     MONUMENTED       WIDT
 AI6102  HISTORY     - 20030806 GOOD             USPSQD
 AI6102  HISTORY     - 20040720 GOOD             WIDT
 AI6102  HISTORY     - 20060924 GOOD             USPSQD
 AI6102
 AI6102                          STATION DESCRIPTION
 AI6102
 AI6102'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6102'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTH-SOUTHWEST OF
 AI6102'FOND DU LAC, AND 4.8 KM (3.00 MI) NORTHWEST OF LOMIRA. OWNERSHIP-TOWN
 AI6102'OF LOMIRA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49
 AI6102'WITH US HIGHWAY 41 ABOUT 3.2 KM (2.00 MI) NORTH-NORTHEAST OF THE
 AI6102'VILLAGE OF LOMIRA, GO WEST ON STATE HIGHWAY 49 FOR 3.46 KM (2.15 MI)
 AI6102'TO CENTER DRIVE, TURN RIGHT AND GO NORTH ON CENTER DRIVE FOR 0.3 KM
 AI6102'(0.20 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6102'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6102'DISK STAMPED --3K93 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6102'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6102'ROAD PAVEMENT.  THE STATION IS 8.2 M (26.9 FT) EAST OF THE CENTERLINE
 AI6102'OF CENTER DRIVE, 62 M (203.4 FT) SOUTH OF EXTENDED CENTERLINE OF
 AI6102'PRIVATE ENTRANCE --N11802, N11804--, 50 M (164.0 FT) SOUTH OF
 AI6102'TELEPHONE PEDESTAL --1358--, 22.7 M (74.5 FT) SOUTHEAST OF POWER POLE
 AI6102'--E 63-2780 35-5--, 1 M (3.3 FT) WEST OF CULTIVATED FIELD, AND 0.7 M
 AI6102'(2.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 AI6102
 AI6102                          STATION RECOVERY (2003)
 AI6102
 AI6102'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6102'RECOVERED IN GOOD CONDITION.
 AI6102
 AI6102                          STATION RECOVERY (2004)
 AI6102
 AI6102'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6102'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6102'IS THE CENTER OF A TRIANGLE FORMED BY THREE WHITE WITNESS POSTS.
 AI6102'OBSTRUCTION- UTILITY POLE IN THE NORTHEAST QUADRANT RISING TO
 AI6102'APPROXIMATELY 20 DEGREES ABOVE THE HORIZON.
 AI6102
 AI6102                          STATION RECOVERY (2006)
 AI6102
 AI6102'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6101 ***********************************************************************
 AI6101  DESIGNATION -  3K94
 AI6101  PID         -  AI6101
 AI6101  STATE/COUNTY-  WI/DODGE
 AI6101  COUNTRY     -  US
 AI6101  USGS QUAD   -  BYRON (2018)
 AI6101
 AI6101                         *CURRENT SURVEY CONTROL
 AI6101  ______________________________________________________________________
 AI6101* NAD 83(2011) POSITION- 43 37 39.03839(N) 088 27 05.90595(W)   ADJUSTED
 AI6101* NAD 83(2011) ELLIP HT-   305.500 (meters)        (06/27/12)   ADJUSTED
 AI6101* NAD 83(2011) EPOCH   -  2010.00
 AI6101* NAVD 88 ORTHO HEIGHT -   340.893 (meters)     1118.41  (feet) ADJUSTED
 AI6101  ______________________________________________________________________
 AI6101  GEOID HEIGHT    -        -35.392 (meters)                     GEOID18
 AI6101  NAD 83(2011) X  -    124,953.093 (meters)                     COMP
 AI6101  NAD 83(2011) Y  - -4,622,661.714 (meters)                     COMP
 AI6101  NAD 83(2011) Z  -  4,378,438.004 (meters)                     COMP
 AI6101  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 AI6101  DYNAMIC HEIGHT  -        340.818 (meters)     1118.17  (feet) COMP
 AI6101  MODELED GRAVITY -    980,387.8   (mgal)                       NAVD 88
 AI6101
 AI6101  VERT ORDER      -  SECOND    CLASS I
 AI6101
 AI6101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6101  Standards:
 AI6101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6101  -------------------------------------------------------------------
 AI6101  NETWORK    0.57   0.65           0.27   0.18   0.33     -0.07320670
 AI6101  -------------------------------------------------------------------
 AI6101  Click here for local accuracies and other accuracy information.
 AI6101
 AI6101.The horizontal coordinates were established by GPS observations
 AI6101.and adjusted by the National Geodetic Survey in June 2012.
 AI6101
 AI6101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6101.been affixed to the stable North American tectonic plate. See 
 AI6101.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6101
 AI6101.The horizontal coordinates are valid at the epoch date displayed above
 AI6101.which is a decimal equivalence of Year/Month/Day.
 AI6101
 AI6101.The orthometric height was determined by differential leveling and
 AI6101.adjusted by the WI DEPT OF TRANSP
 AI6101.in May 2012.
 AI6101
 AI6101.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6101.GEOID18 height accuracy estimate available here.
 AI6101
 AI6101.Click photographs - Photos may exist for this station.
 AI6101
 AI6101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6101
 AI6101.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6101
 AI6101.The ellipsoidal height was determined by GPS observations
 AI6101.and is referenced to NAD 83.
 AI6101
 AI6101.The dynamic height is computed by dividing the NAVD 88
 AI6101.geopotential number by the normal gravity value computed on the
 AI6101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6101.degrees latitude (g = 980.6199 gals.).
 AI6101
 AI6101.The modeled gravity was interpolated from observed gravity values.
 AI6101
 AI6101. The following values were computed from the NAD 83(2011) position.
 AI6101
 AI6101;                    North         East     Units Scale Factor Converg.
 AI6101;SPC WI S     -   181,962.025   724,947.690   MT  0.99994033   +1 03 50.0
 AI6101;SPC WI S     -   596,987.08  2,378,432.55   sFT  0.99994033   +1 03 50.0
 AI6101;UTM  16      - 4,831,526.336   382,889.737   MT  0.99976869   -1 00 06.1
 AI6101
 AI6101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6101!SPC WI S     -   0.99995210  x   0.99994033  =   0.99989243
 AI6101!UTM  16      -   0.99995210  x   0.99976869  =   0.99972080
 AI6101
 AI6101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8288931526(NAD 83)
 AI6101
 AI6101                          SUPERSEDED SURVEY CONTROL
 AI6101
 AI6101  NAD 83(2007)-  43 37 39.03842(N)    088 27 05.90679(W) AD(2002.00) 0
 AI6101  ELLIP H (02/10/07)  305.536  (m)                       GP(2002.00)    
 AI6101  ELLIP H (11/17/00)  305.543  (m)                       GP(       ) 3 2
 AI6101  NAD 83(1997)-  43 37 39.03834(N)    088 27 05.90690(W) AD(       ) 1
 AI6101  ELLIP H (07/06/00)  305.543  (m)                       GP(       ) 2 1
 AI6101  NAVD 88             340.87   (m)         1118.3    (f) LEVELING    3  
 AI6101  NAVD 88 (04/20/07)  340.865  (m)         1118.32   (f) SUPERSEDED  2 1
 AI6101  NAVD 88 (10/20/00)  340.849  (m)         1118.27   (f) SUPERSEDED  2 1
 AI6101  NAVD 88 (07/06/00)  340.85   (m)  GEOID99  model used  GPS OBS        
 AI6101
 AI6101.Superseded values are not recommended for survey control.
 AI6101
 AI6101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6101.See file dsdata.pdf to determine how the superseded data were derived.
 AI6101
 AI6101_MARKER: DD = SURVEY DISK
 AI6101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6101_STAMPING: 3K94 1999
 AI6101_MARK LOGO: WIDT
 AI6101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6101+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6101
 AI6101  HISTORY     - Date     Condition        Report By
 AI6101  HISTORY     - 1999     MONUMENTED       WIDT
 AI6101  HISTORY     - 20030806 GOOD             USPSQD
 AI6101  HISTORY     - 20040720 GOOD             WIDT
 AI6101  HISTORY     - 20060924 GOOD             USPSQD
 AI6101
 AI6101                          STATION DESCRIPTION
 AI6101
 AI6101'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6101'THE STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) SOUTH OF FOND DU LAC,
 AI6101'AND 4.0 KM (2.50 MI) NORTH-NORTHWEST OF LOMIRA.  OWNERSHIP-TOWN OF
 AI6101'LOMIRA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49
 AI6101'WITH US HIGHWAY 41 ABOUT 3.2 KM (2.00 MI) NORTH-NORTHEAST OF THE
 AI6101'VILLAGE OF LOMIRA, GO WEST ON STATE HIGHWAY 49 FOR 1.0 KM (0.60 MI) TO
 AI6101'STATE HIGHWAY 175, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 175 FOR
 AI6101'1.21 KM (0.75 MI) TO CENTER DRIVE ON THE LEFT, TURN LEFT AND GO WEST
 AI6101'ON CENTER DRIVE FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 AI6101'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6101'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3K94 1999-- AND SET IN
 AI6101'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6101'GROUND AND ABOUT 3 M (9.8 FT) ABOVE THE ROAD PAVEMENT.  THE STATION IS
 AI6101'26.8 M (87.9 FT) NORTH OF THE CENTERLINE OF CENTER DRIVE, 67 M (219.8
 AI6101'FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 175, 45.8 M (150.3
 AI6101'FT) SOUTHWEST OF CABLE PEDESTAL --1343--, 3 M (9.8 FT) SOUTH OF A
 AI6101'CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS
 AI6101'POST.
 AI6101
 AI6101                          STATION RECOVERY (2003)
 AI6101
 AI6101'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6101'RECOVERED IN GOOD CONDITION.
 AI6101
 AI6101                          STATION RECOVERY (2004)
 AI6101
 AI6101'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6101'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6101'IS THE CENTER OF A TRIANGLE FORMED BY THREE WHITE WITNESS POSTS.
 AI6101
 AI6101                          STATION RECOVERY (2006)
 AI6101
 AI6101'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6100 ***********************************************************************
 AI6100  DESIGNATION -  3K95
 AI6100  PID         -  AI6100
 AI6100  STATE/COUNTY-  WI/DODGE
 AI6100  COUNTRY     -  US
 AI6100  USGS QUAD   -  LOMIRA (2018)
 AI6100
 AI6100                         *CURRENT SURVEY CONTROL
 AI6100  ______________________________________________________________________
 AI6100* NAD 83(2011) POSITION- 43 36 58.13155(N) 088 26 06.83416(W)   ADJUSTED
 AI6100* NAD 83(2011) ELLIP HT-   290.901 (meters)        (06/27/12)   ADJUSTED
 AI6100* NAD 83(2011) EPOCH   -  2010.00
 AI6100* NAVD 88 ORTHO HEIGHT -   326.261 (meters)     1070.41  (feet) ADJUSTED
 AI6100  ______________________________________________________________________
 AI6100  GEOID HEIGHT    -        -35.354 (meters)                     GEOID18
 AI6100  NAD 83(2011) X  -    126,300.460 (meters)                     COMP
 AI6100  NAD 83(2011) Y  - -4,623,485.874 (meters)                     COMP
 AI6100  NAD 83(2011) Z  -  4,377,513.964 (meters)                     COMP
 AI6100  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 AI6100  DYNAMIC HEIGHT  -        326.189 (meters)     1070.17  (feet) COMP
 AI6100  MODELED GRAVITY -    980,388.3   (mgal)                       NAVD 88
 AI6100
 AI6100  VERT ORDER      -  SECOND    CLASS I
 AI6100
 AI6100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6100  Standards:
 AI6100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6100  -------------------------------------------------------------------
 AI6100  NETWORK    0.68   0.73           0.31   0.23   0.37      0.00026677
 AI6100  -------------------------------------------------------------------
 AI6100  Click here for local accuracies and other accuracy information.
 AI6100
 AI6100.The horizontal coordinates were established by GPS observations
 AI6100.and adjusted by the National Geodetic Survey in June 2012.
 AI6100
 AI6100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6100.been affixed to the stable North American tectonic plate. See 
 AI6100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6100
 AI6100.The horizontal coordinates are valid at the epoch date displayed above
 AI6100.which is a decimal equivalence of Year/Month/Day.
 AI6100
 AI6100.The orthometric height was determined by differential leveling and
 AI6100.adjusted by the WI DEPT OF TRANSP
 AI6100.in May 2012.
 AI6100
 AI6100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6100.GEOID18 height accuracy estimate available here.
 AI6100
 AI6100.Click photographs - Photos may exist for this station.
 AI6100
 AI6100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6100
 AI6100.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6100
 AI6100.The ellipsoidal height was determined by GPS observations
 AI6100.and is referenced to NAD 83.
 AI6100
 AI6100.The dynamic height is computed by dividing the NAVD 88
 AI6100.geopotential number by the normal gravity value computed on the
 AI6100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6100.degrees latitude (g = 980.6199 gals.).
 AI6100
 AI6100.The modeled gravity was interpolated from observed gravity values.
 AI6100
 AI6100. The following values were computed from the NAD 83(2011) position.
 AI6100
 AI6100;                    North         East     Units Scale Factor Converg.
 AI6100;SPC WI S     -   180,724.555   726,295.364   MT  0.99993956   +1 04 30.6
 AI6100;SPC WI S     -   592,927.14  2,382,854.04   sFT  0.99993956   +1 04 30.6
 AI6100;UTM  16      - 4,830,241.321   384,191.710   MT  0.99976497   -0 59 24.6
 AI6100
 AI6100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6100!SPC WI S     -   0.99995439  x   0.99993956  =   0.99989395
 AI6100!UTM  16      -   0.99995439  x   0.99976497  =   0.99971937
 AI6100
 AI6100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8419130241(NAD 83)
 AI6100
 AI6100                          SUPERSEDED SURVEY CONTROL
 AI6100
 AI6100  NAD 83(2007)-  43 36 58.13158(N)    088 26 06.83499(W) AD(2002.00) 0
 AI6100  ELLIP H (02/10/07)  290.937  (m)                       GP(2002.00)    
 AI6100  ELLIP H (11/17/00)  290.944  (m)                       GP(       ) 3 2
 AI6100  NAD 83(1997)-  43 36 58.13151(N)    088 26 06.83511(W) AD(       ) 1
 AI6100  ELLIP H (07/06/00)  290.944  (m)                       GP(       ) 2 1
 AI6100  NAVD 88             326.23   (m)         1070.3    (f) LEVELING    3  
 AI6100  NAVD 88 (04/20/07)  326.233  (m)         1070.32   (f) SUPERSEDED  2 1
 AI6100  NAVD 88 (10/20/00)  326.218  (m)         1070.27   (f) SUPERSEDED  2 1
 AI6100  NAVD 88 (07/06/00)  326.22   (m)  GEOID99  model used  GPS OBS        
 AI6100
 AI6100.Superseded values are not recommended for survey control.
 AI6100
 AI6100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6100.See file dsdata.pdf to determine how the superseded data were derived.
 AI6100
 AI6100_MARKER: DD = SURVEY DISK
 AI6100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6100_STAMPING: 3K95 1999
 AI6100_MARK LOGO: WIDT
 AI6100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6100+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2009
 AI6100
 AI6100  HISTORY     - Date     Condition        Report By
 AI6100  HISTORY     - 1999     MONUMENTED       WIDT
 AI6100  HISTORY     - 20030806 GOOD             USPSQD
 AI6100  HISTORY     - 20040712 GOOD             WIDT
 AI6100  HISTORY     - 20090802 GOOD             GEOCAC
 AI6100
 AI6100                          STATION DESCRIPTION
 AI6100
 AI6100'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6100'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTH OF FOND DU LAC,
 AI6100'AND 3.2 KM (2.00 MI) NORTH-NORTHEAST OF LOMIRA.  OWNERSHIP-WISCONSIN
 AI6100'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6100'OF STATE HIGHWAY 49 WITH US HIGHWAY 41 ABOUT 3.2 KM (2.00 MI)
 AI6100'NORTH-NORTHEAST OF THE VILLAGE OF LOMIRA, GO EAST ON STATE HIGHWAY 49
 AI6100'FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI6100'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6100'STATION DISK STAMPED --3K95 1999-- AND SET IN THE TOP OF A 41 CM
 AI6100'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.1 M
 AI6100'(0.3 FT) ABOVE THE ROAD PAVEMENT.  THE STATION IS 3.6 M (11.8 FT)
 AI6100'NORTH OF THE CENTERLINE OF EAST BOUND STATE HIGHWAY 49, 36.3 M (119.1
 AI6100'FT) EAST OF WOOD POST FOR --KEEP RIGHT-- SIGN, 30.4 M (99.7 FT)
 AI6100'SOUTHEAST OF WOOD POST FOR --US HIGHWAY 41 NORTH-- SIGN, 13.9 M (45.6
 AI6100'FT) NORTHEAST OF WOOD POST FOR --ISLAND ENDS-- SIGN, 1.0 M (3.3 FT)
 AI6100'NORTH OF THE FACE OF CURB, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC
 AI6100'WITNESS POST.
 AI6100
 AI6100                          STATION RECOVERY (2003)
 AI6100
 AI6100'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6100'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE GRASSY
 AI6100'MEDIAN STRIP 13.0 FEET SOUTH OF THE SOUTHERN CURB OF THE WEST-BOUND
 AI6100'LANES AND 3.3 FEET NORTH OF THE NORTHERN CURB OF THE EAST-BOUND LANES.
 AI6100'NOTE-- THE ROAD EAST OF HIGHWAY 41 IS COUNTY ROAD KK, NOT HIGHWAY 49.
 AI6100'HIGHWAY 49 HEADS WEST FROM HIGHWAY 41.
 AI6100
 AI6100                          STATION RECOVERY (2004)
 AI6100
 AI6100'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6100'RECOVERED AS DESCRIBED.
 AI6100
 AI6100                          STATION RECOVERY (2009)
 AI6100
 AI6100'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 AI6100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7499 ***********************************************************************
 DE7499  DESIGNATION -  3L01
 DE7499  PID         -  DE7499
 DE7499  STATE/COUNTY-  WI/SHEBOYGAN
 DE7499  COUNTRY     -  US
 DE7499  USGS QUAD   -  BATAVIA (2018)
 DE7499
 DE7499                         *CURRENT SURVEY CONTROL
 DE7499  ______________________________________________________________________
 DE7499* NAD 83(1986) POSITION- 43 33 25.4    (N) 088 01 05.6    (W)   HD_HELD2
 DE7499* NAVD 88 ORTHO HEIGHT -   270.169 (meters)      886.38  (feet) ADJUSTED
 DE7499  ______________________________________________________________________
 DE7499  GEOID HEIGHT    -        -35.290 (meters)                     GEOID18
 DE7499  DYNAMIC HEIGHT  -        270.110 (meters)      886.19  (feet) COMP
 DE7499  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 DE7499
 DE7499  VERT ORDER      -  SECOND    CLASS I
 DE7499
 DE7499.The horizontal coordinates were established by autonomous hand held GPS
 DE7499.observations and have an estimated accuracy of +/- 10 meters.
 DE7499
 DE7499.The orthometric height was determined by differential leveling and
 DE7499.adjusted by the WI DEPT OF TRANSP
 DE7499.in May 2012.
 DE7499
 DE7499.No vertical observational check was made to the station.
 DE7499
 DE7499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7499.GEOID18 height accuracy estimate available here.
 DE7499
 DE7499.Click photographs - Photos may exist for this station.
 DE7499
 DE7499.The dynamic height is computed by dividing the NAVD 88
 DE7499.geopotential number by the normal gravity value computed on the
 DE7499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7499.degrees latitude (g = 980.6199 gals.).
 DE7499
 DE7499.The modeled gravity was interpolated from observed gravity values.
 DE7499
 DE7499;                    North         East    Units  Estimated Accuracy
 DE7499;SPC WI S     -   174,877.      760,103.      MT  (+/- 10 meters HH2 GPS)
 DE7499
 DE7499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1775923181(NAD 83)
 DE7499
 DE7499                          SUPERSEDED SURVEY CONTROL
 DE7499
 DE7499  NAVD 88 (04/20/07)  270.149  (m)          886.31   (f) SUPERSEDED  2 1
 DE7499  NAVD 88 (05/16/03)  270.151  (m)          886.32   (f) SUPERSEDED  2 1
 DE7499
 DE7499.Superseded values are not recommended for survey control.
 DE7499
 DE7499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7499.See file dsdata.pdf to determine how the superseded data were derived.
 DE7499
 DE7499_MARKER: DD = SURVEY DISK
 DE7499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7499_STAMPING: 3L01 2001
 DE7499_MARK LOGO: WIDT
 DE7499_PROJECTION: FLUSH
 DE7499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7499+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DE7499
 DE7499  HISTORY     - Date     Condition        Report By
 DE7499  HISTORY     - 2000     MONUMENTED       WIDT
 DE7499  HISTORY     - 20031204 GOOD             USPSQD
 DE7499  HISTORY     - 20060522 GOOD             WIDT
 DE7499
 DE7499                          STATION DESCRIPTION
 DE7499
 DE7499'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7499'THE STATION IS LOCATED ABOUT 19 KM NORTH-NORTHEAST OF WEST BEND AND 5
 DE7499'KM WEST OF RANDOM LAKE. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7499'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7499'HIGHWAY 57 WITH STATE HIGHWAY 144 ABOUT 1 KM EAST OF THE VILLAGE OF
 DE7499'RANDOM LAKE, GO WEST ON STATE HIGHWAY 144 FOR 5.0 KM TO LYNN ROAD,
 DE7499'CONTINUE WEST ON STATE HIGHWAY 144 FOR 1.3 KM TO THE STATION ON THE
 DE7499'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7499'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7499'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7499'THE HIGHWAY PAVEMENT.  THE STATION IS 9.3 M SOUTH OF THE CENTERLINE
 DE7499'OF STATE HIGHWAY 144, 34.5 M SOUTHWEST OF THE SOUTH WOOD POST FOR A
 DE7499'--SILVER CREEK UNINCORPORATED-- SIGN, 23.6 M EAST OF A WOOD POST FOR
 DE7499'A --NORTH 144-- SIGN, 21.6 M SOUTHEAST OF POWER POLE --E 66-10519
 DE7499'50-3--, 2.9 M EAST OF A METAL POST FOR A --CAUTION UNDERGROUND
 DE7499'CABLE--SIGN, 1 M NORTH OF A CULTIVATED FIELD AND 0.5 M NORTH OF A
 DE7499'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7499'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7499
 DE7499                          STATION RECOVERY (2003)
 DE7499
 DE7499'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7499'RECOVERED IN GOOD CONDITION.
 DE7499
 DE7499                          STATION RECOVERY (2006)
 DE7499
 DE7499'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7499'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE EAST OF
 DE7499'COUNTY HIGHWAY DE (SOUTH) AND SILVER CREEK-CASCADE ROAD (NORTH), 23.6
 DE7499'M EAST OF A WOOD --NORTH 144-- AND --NO PASSING ZONE-- SIGN POST, AND
 DE7499'0.5 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE
 DE7499'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7500 ***********************************************************************
 DE7500  DESIGNATION -  3L02
 DE7500  PID         -  DE7500
 DE7500  STATE/COUNTY-  WI/SHEBOYGAN
 DE7500  COUNTRY     -  US
 DE7500  USGS QUAD   -  RANDOM LAKE (2018)
 DE7500
 DE7500                         *CURRENT SURVEY CONTROL
 DE7500  ______________________________________________________________________
 DE7500* NAD 83(1986) POSITION- 43 33 25.78   (N) 087 59 47.09   (W)   HD_HELD1
 DE7500* NAVD 88 ORTHO HEIGHT -   277.060 (meters)      908.99  (feet) ADJUSTED
 DE7500  ______________________________________________________________________
 DE7500  GEOID HEIGHT    -        -35.307 (meters)                     GEOID18
 DE7500  DYNAMIC HEIGHT  -        276.999 (meters)      908.79  (feet) COMP
 DE7500  MODELED GRAVITY -    980,395.2   (mgal)                       NAVD 88
 DE7500
 DE7500  VERT ORDER      -  SECOND    CLASS I
 DE7500
 DE7500.The horizontal coordinates were determined by differentially corrected
 DE7500.hand held GPS observations or other comparable positioning techniques
 DE7500.and have an estimated accuracy of +/- 3 meters.
 DE7500
 DE7500.The orthometric height was determined by differential leveling and
 DE7500.adjusted by the WI DEPT OF TRANSP
 DE7500.in May 2012.
 DE7500
 DE7500.No vertical observational check was made to the station.
 DE7500
 DE7500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7500.GEOID18 height accuracy estimate available here.
 DE7500
 DE7500.Click photographs - Photos may exist for this station.
 DE7500
 DE7500.The dynamic height is computed by dividing the NAVD 88
 DE7500.geopotential number by the normal gravity value computed on the
 DE7500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7500.degrees latitude (g = 980.6199 gals.).
 DE7500
 DE7500.The modeled gravity was interpolated from observed gravity values.
 DE7500
 DE7500;                    North         East    Units  Estimated Accuracy
 DE7500;SPC WI S     -   174,931.0     761,864.5     MT  (+/- 3 meters HH1 GPS) 
 DE7500
 DE7500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1952123171(NAD 83)
 DE7500
 DE7500                          SUPERSEDED SURVEY CONTROL
 DE7500
 DE7500  NAVD 88 (04/20/07)  277.039  (m)          908.92   (f) SUPERSEDED  2 1
 DE7500  NAVD 88 (05/16/03)  277.045  (m)          908.94   (f) SUPERSEDED  2 1
 DE7500
 DE7500.Superseded values are not recommended for survey control.
 DE7500
 DE7500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7500.See file dsdata.pdf to determine how the superseded data were derived.
 DE7500
 DE7500_MARKER: DD = SURVEY DISK
 DE7500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7500_STAMPING: 3L02 2001
 DE7500_MARK LOGO: WIDT
 DE7500_PROJECTION: FLUSH
 DE7500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7500+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DE7500
 DE7500  HISTORY     - Date     Condition        Report By
 DE7500  HISTORY     - 2000     MONUMENTED       WIDT
 DE7500  HISTORY     - 20031204 GOOD             USPSQD
 DE7500  HISTORY     - 20060522 GOOD             WIDT
 DE7500
 DE7500                          STATION DESCRIPTION
 DE7500
 DE7500'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7500'THE STATION IS LOCATED ABOUT 21 KM NORTH-NORTHEAST OF WEST BEND AND 3
 DE7500'KM WEST OF RANDOM LAKE. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7500'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7500'HIGHWAY 57 WITH STATE HIGHWAY 144 ABOUT 1 KM EAST OF THE VILLAGE OF
 DE7500'RANDOM LAKE, GO WEST FOR 3.4 KM TO COUNTY HIGHWAY I, CONTINUE WEST OF
 DE7500'STATE HIGHWAY 144 FOR 1.3 KM TO THE STATION ON THE LEFT.  THE STATION
 DE7500'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7500'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7500'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7500'THE STATION IS 8.4 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 144,
 DE7500'129 M EAST OF THE CENTERLINE OF PRIVATE ENTRANCE --W6043--, 43.5 M
 DE7500'WEST OF TELEPHONE PEDESTAL --1057--, 28.5 M SOUTHEAST OF POWER POLE
 DE7500'--E 66-10295 45-2--, 1 M NORTH OF A CULTIVATED FIELD AND 0.4 M NORTH
 DE7500'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7500'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7500'HORIZON EXCEPT FOR POWER LINES TO THE NORTH EXTENDING TO 20 DEGREES.
 DE7500
 DE7500                          STATION RECOVERY (2003)
 DE7500
 DE7500'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7500'RECOVERED IN GOOD CONDITION.
 DE7500
 DE7500                          STATION RECOVERY (2006)
 DE7500
 DE7500'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7500'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE EAST OF
 DE7500'LYNN ROAD AND 0.4 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE
 DE7500'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7501 ***********************************************************************
 DE7501  DESIGNATION -  3L03
 DE7501  PID         -  DE7501
 DE7501  STATE/COUNTY-  WI/SHEBOYGAN
 DE7501  COUNTRY     -  US
 DE7501  USGS QUAD   -  RANDOM LAKE (2018)
 DE7501
 DE7501                         *CURRENT SURVEY CONTROL
 DE7501  ______________________________________________________________________
 DE7501* NAD 83(1986) POSITION- 43 33 27.13   (N) 087 58 10.97   (W)   HD_HELD1
 DE7501* NAVD 88 ORTHO HEIGHT -   264.584 (meters)      868.06  (feet) ADJUSTED
 DE7501  ______________________________________________________________________
 DE7501  GEOID HEIGHT    -        -35.330 (meters)                     GEOID18
 DE7501  DYNAMIC HEIGHT  -        264.527 (meters)      867.87  (feet) COMP
 DE7501  MODELED GRAVITY -    980,397.1   (mgal)                       NAVD 88
 DE7501
 DE7501  VERT ORDER      -  SECOND    CLASS I
 DE7501
 DE7501.The horizontal coordinates were determined by differentially corrected
 DE7501.hand held GPS observations or other comparable positioning techniques
 DE7501.and have an estimated accuracy of +/- 3 meters.
 DE7501
 DE7501.The orthometric height was determined by differential leveling and
 DE7501.adjusted by the WI DEPT OF TRANSP
 DE7501.in May 2012.
 DE7501
 DE7501.No vertical observational check was made to the station.
 DE7501
 DE7501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7501.GEOID18 height accuracy estimate available here.
 DE7501
 DE7501.Click photographs - Photos may exist for this station.
 DE7501
 DE7501.The dynamic height is computed by dividing the NAVD 88
 DE7501.geopotential number by the normal gravity value computed on the
 DE7501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7501.degrees latitude (g = 980.6199 gals.).
 DE7501
 DE7501.The modeled gravity was interpolated from observed gravity values.
 DE7501
 DE7501;                    North         East    Units  Estimated Accuracy
 DE7501;SPC WI S     -   175,024.8     764,020.1     MT  (+/- 3 meters HH1 GPS) 
 DE7501
 DE7501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2167823187(NAD 83)
 DE7501
 DE7501                          SUPERSEDED SURVEY CONTROL
 DE7501
 DE7501  NAVD 88 (04/20/07)  264.563  (m)          867.99   (f) SUPERSEDED  2 1
 DE7501  NAVD 88 (05/16/03)  264.573  (m)          868.02   (f) SUPERSEDED  2 1
 DE7501
 DE7501.Superseded values are not recommended for survey control.
 DE7501
 DE7501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7501.See file dsdata.pdf to determine how the superseded data were derived.
 DE7501
 DE7501_MARKER: DD = SURVEY DISK
 DE7501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7501_STAMPING: 3L03 2001
 DE7501_MARK LOGO: WIDT
 DE7501_PROJECTION: FLUSH
 DE7501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7501+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2006
 DE7501
 DE7501  HISTORY     - Date     Condition        Report By
 DE7501  HISTORY     - 2000     MONUMENTED       WIDT
 DE7501  HISTORY     - 20031204 GOOD             USPSQD
 DE7501  HISTORY     - 20060515 GOOD             WIDT
 DE7501
 DE7501                          STATION DESCRIPTION
 DE7501
 DE7501'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7501'THE STATION IS LOCATED ABOUT 23 KM NORTHEAST OF WEST BEND IN THE
 DE7501'VILLAGE OF RANDOM LAKE. OWNERSHIP--VILLAGE OF RANDOM LAKE.  TO REACH
 DE7501'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH STATE HIGHWAY
 DE7501'144 ABOUT 1 KM EAST OF THE VILLAGE OF RANDOM LAKE, GO WEST ON STATE
 DE7501'HIGHWAY 144 FOR 2.4 KM TO SPRING STREET ON THE LEFT, TURN LEFT AND GO
 DE7501'SOUTH ON SPRING STREET FOR 0.1 KM TO THE STATION ON THE RIGHT. THE
 DE7501'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7501'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7501'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE STREET
 DE7501'PAVEMENT.  THE STATION IS 46.6 M SOUTH OF THE CENTERLINE OF STATE
 DE7501'HIGHWAY 144, 20.9 M NORTH OF THE CENTERLINE OF WOLF ROAD, 10.7 M WEST
 DE7501'OF THE CENTERLINE OF SPRING STREET, 27.8 M WEST OF A WOOD POST FOR A
 DE7501'--STOP-- SIGN AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7501'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7501'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE
 DE7501'SOUTH EXTENDING TO 20 DEGREES AND TREES TO THE NORTH EXTENDING TO 20
 DE7501'DEGREES.
 DE7501
 DE7501                          STATION RECOVERY (2003)
 DE7501
 DE7501'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7501'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20.5 FEET NORTHEAST
 DE7501'OF THE NORTHEAST CORNER OF A METAL STORAGE SHED.  NOTE-- THERE IS NO
 DE7501'WITNESS POST PRESENT.
 DE7501
 DE7501                          STATION RECOVERY (2006)
 DE7501
 DE7501'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7501'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 6.3 M NORTHEAST OF
 DE7501'THE NORTHEAST CORNER OF THE SOUTHERN OF TWO METAL STORAGE BUILDINGS
 DE7501'AND 4.0 M WEST-NORTHWEST OF A METAL --SNOW ORDINANCE NO PARKING-- SIGN
 DE7501'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7502 ***********************************************************************
 DE7502  DESIGNATION -  3L04
 DE7502  PID         -  DE7502
 DE7502  STATE/COUNTY-  WI/SHEBOYGAN
 DE7502  COUNTRY     -  US
 DE7502  USGS QUAD   -  RANDOM LAKE (2018)
 DE7502
 DE7502                         *CURRENT SURVEY CONTROL
 DE7502  ______________________________________________________________________
 DE7502* NAD 83(1986) POSITION- 43 33 53.09   (N) 087 56 39.39   (W)   HD_HELD1
 DE7502* NAVD 88 ORTHO HEIGHT -   273.212 (meters)      896.36  (feet) ADJUSTED
 DE7502  ______________________________________________________________________
 DE7502  GEOID HEIGHT    -        -35.359 (meters)                     GEOID18
 DE7502  DYNAMIC HEIGHT  -        273.154 (meters)      896.17  (feet) COMP
 DE7502  MODELED GRAVITY -    980,399.7   (mgal)                       NAVD 88
 DE7502
 DE7502  VERT ORDER      -  SECOND    CLASS I
 DE7502
 DE7502.The horizontal coordinates were determined by differentially corrected
 DE7502.hand held GPS observations or other comparable positioning techniques
 DE7502.and have an estimated accuracy of +/- 3 meters.
 DE7502
 DE7502.The orthometric height was determined by differential leveling and
 DE7502.adjusted by the WI DEPT OF TRANSP
 DE7502.in May 2012.
 DE7502
 DE7502.No vertical observational check was made to the station.
 DE7502
 DE7502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7502.GEOID18 height accuracy estimate available here.
 DE7502
 DE7502.Click photographs - Photos may exist for this station.
 DE7502
 DE7502.The dynamic height is computed by dividing the NAVD 88
 DE7502.geopotential number by the normal gravity value computed on the
 DE7502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7502.degrees latitude (g = 980.6199 gals.).
 DE7502
 DE7502.The modeled gravity was interpolated from observed gravity values.
 DE7502
 DE7502;                    North         East    Units  Estimated Accuracy
 DE7502;SPC WI S     -   175,876.1     766,055.1     MT  (+/- 3 meters HH1 GPS) 
 DE7502
 DE7502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2374223965(NAD 83)
 DE7502
 DE7502                          SUPERSEDED SURVEY CONTROL
 DE7502
 DE7502  NAVD 88 (04/20/07)  273.191  (m)          896.29   (f) SUPERSEDED  2 1
 DE7502  NAVD 88 (05/16/03)  273.205  (m)          896.34   (f) SUPERSEDED  2 1
 DE7502
 DE7502.Superseded values are not recommended for survey control.
 DE7502
 DE7502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7502.See file dsdata.pdf to determine how the superseded data were derived.
 DE7502
 DE7502_MARKER: DD = SURVEY DISK
 DE7502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7502_STAMPING: 3L04 2001
 DE7502_MARK LOGO: WIDT
 DE7502_PROJECTION: FLUSH
 DE7502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7502+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DE7502
 DE7502  HISTORY     - Date     Condition        Report By
 DE7502  HISTORY     - 2000     MONUMENTED       WIDT
 DE7502  HISTORY     - 20031204 GOOD             USPSQD
 DE7502  HISTORY     - 20060522 GOOD             WIDT
 DE7502
 DE7502                          STATION DESCRIPTION
 DE7502
 DE7502'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7502'THE STATION IS LOCATED ABOUT 26 KM NORTHEAST OF WEST BEND AND 2 KM
 DE7502'NORTHEAST OF RANDOM LAKE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7502'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7502'HIGHWAY 57 WITH STATE HIGHWAY 144 ABOUT 1 KM EAST OF THE VILLAGE OF
 DE7502'RANDOM LAKE, GO WEST ON STATE HIGHWAY 144 FOR 0.2 KM TO THE STATION
 DE7502'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7502'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7502'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7502'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.3 M SOUTH OF THE
 DE7502'CENTERLINE OF STATE HIGHWAY 144, 34.4 M EAST OF A YELLOW PLASTIC
 DE7502'--R/W--POST, 27.5 M SOUTHWEST OF A WOOD POST FOR A --NO PASSING
 DE7502'ZONE--SIGN, 5 M NORTH OF A CULTIVATED FIELD AND 0.6 M NORTH OF A
 DE7502'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7502'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7502'EXCEPT FOR A CELL TOWER TO THE EAST EXTENDING TO 23 DEGREES.
 DE7502
 DE7502                          STATION RECOVERY (2003)
 DE7502
 DE7502'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7502'RECOVERED IN GOOD CONDITION.
 DE7502
 DE7502                          STATION RECOVERY (2006)
 DE7502
 DE7502'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7502'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M NORTH, 1.0 M
 DE7502'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7503 ***********************************************************************
 DE7503  DESIGNATION -  3L05
 DE7503  PID         -  DE7503
 DE7503  STATE/COUNTY-  WI/SHEBOYGAN
 DE7503  COUNTRY     -  US
 DE7503  USGS QUAD   -  RANDOM LAKE (2018)
 DE7503
 DE7503                         *CURRENT SURVEY CONTROL
 DE7503  ______________________________________________________________________
 DE7503* NAD 83(1986) POSITION- 43 33 28.0    (N) 087 56 06.1    (W)   HD_HELD2
 DE7503* NAVD 88 ORTHO HEIGHT -   275.994 (meters)      905.49  (feet) ADJUSTED
 DE7503  ______________________________________________________________________
 DE7503  GEOID HEIGHT    -        -35.360 (meters)                     GEOID18
 DE7503  DYNAMIC HEIGHT  -        275.936 (meters)      905.30  (feet) COMP
 DE7503  MODELED GRAVITY -    980,400.0   (mgal)                       NAVD 88
 DE7503
 DE7503  VERT ORDER      -  SECOND    CLASS I
 DE7503
 DE7503.The horizontal coordinates were established by autonomous hand held GPS
 DE7503.observations and have an estimated accuracy of +/- 10 meters.
 DE7503
 DE7503.The orthometric height was determined by differential leveling and
 DE7503.adjusted by the WI DEPT OF TRANSP
 DE7503.in May 2012.
 DE7503
 DE7503.No vertical observational check was made to the station.
 DE7503
 DE7503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7503.GEOID18 height accuracy estimate available here.
 DE7503
 DE7503.Click photographs - Photos may exist for this station.
 DE7503
 DE7503.The dynamic height is computed by dividing the NAVD 88
 DE7503.geopotential number by the normal gravity value computed on the
 DE7503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7503.degrees latitude (g = 980.6199 gals.).
 DE7503
 DE7503.The modeled gravity was interpolated from observed gravity values.
 DE7503
 DE7503;                    North         East    Units  Estimated Accuracy
 DE7503;SPC WI S     -   175,120.      766,821.      MT  (+/- 10 meters HH2 GPS)
 DE7503
 DE7503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2448023182(NAD 83)
 DE7503
 DE7503                          SUPERSEDED SURVEY CONTROL
 DE7503
 DE7503  NAVD 88 (04/20/07)  275.973  (m)          905.42   (f) SUPERSEDED  2 1
 DE7503  NAVD 88 (05/16/03)  275.989  (m)          905.47   (f) SUPERSEDED  2 1
 DE7503
 DE7503.Superseded values are not recommended for survey control.
 DE7503
 DE7503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7503.See file dsdata.pdf to determine how the superseded data were derived.
 DE7503
 DE7503_MARKER: DD = SURVEY DISK
 DE7503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7503_STAMPING: 3L05 2001
 DE7503_MARK LOGO: WIDT
 DE7503_PROJECTION: FLUSH
 DE7503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7503+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DE7503
 DE7503  HISTORY     - Date     Condition        Report By
 DE7503  HISTORY     - 2000     MONUMENTED       WIDT
 DE7503  HISTORY     - 20031204 GOOD             USPSQD
 DE7503  HISTORY     - 20060522 GOOD             WIDT
 DE7503
 DE7503                          STATION DESCRIPTION
 DE7503
 DE7503'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7503'THE STATION IS LOCATED ABOUT 25 KM NORTHEAST OF WEST BEND, 19 KM
 DE7503'NORTH-NORTHWEST OF PORT WASHINGTON, AND 2 KM NORTHEAST OF RANDOM
 DE7503'LAKE.  OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE STATION FROM THE
 DE7503'JUNCTION OF STATE HIGHWAY 57 WITH STATE HIGHWAY 144 ABOUT 1 KM EAST
 DE7503'OF THE VILLAGE OF RANDOM LAKE, GO SOUTH ON STATE HIGHWAY 57 FOR 0.8
 DE7503'KM TO COUNTY HIGHWAY RR, TURN LEFT AND GO EAST ON COUNTY HIGHWAY RR
 DE7503'FOR 0.5 KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE
 DE7503'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7503'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7503'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DE7503'STATION IS 7.1 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY RR, 80 M
 DE7503'WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W4761--, 23.2 M
 DE7503'NORTHEAST OF POWER POLE --37-3630--, 20.1 M WEST OF A METAL POST FOR
 DE7503'A --CAUTION UNDERGROUND TELEPHONE CABLE-- SIGN, 3 M SOUTH OF A
 DE7503'CULTIVATED FIELD AND 0.7 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7503'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7503'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7503
 DE7503                          STATION RECOVERY (2003)
 DE7503
 DE7503'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7503'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 30 FEET WEST
 DE7503'OF THE CENTERLINE OF A FIELD ENTRANCE.  NOTE-- THERE IS NO WITNESS
 DE7503'POST PRESENT.
 DE7503
 DE7503                          STATION RECOVERY (2006)
 DE7503
 DE7503'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7503'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M SOUTH, 1.0 M
 DE7503'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7505 ***********************************************************************
 DE7505  DESIGNATION -  3L06
 DE7505  PID         -  DE7505
 DE7505  STATE/COUNTY-  WI/SHEBOYGAN
 DE7505  COUNTRY     -  US
 DE7505  USGS QUAD   -  RANDOM LAKE (2018)
 DE7505
 DE7505                         *CURRENT SURVEY CONTROL
 DE7505  ______________________________________________________________________
 DE7505* NAD 83(1986) POSITION- 43 33 26.3    (N) 087 52 49.9    (W)   HD_HELD2
 DE7505* NAVD 88 ORTHO HEIGHT -   241.074 (meters)      790.92  (feet) ADJUSTED
 DE7505  ______________________________________________________________________
 DE7505  GEOID HEIGHT    -        -35.420 (meters)                     GEOID18
 DE7505  DYNAMIC HEIGHT  -        241.024 (meters)      790.76  (feet) COMP
 DE7505  MODELED GRAVITY -    980,405.4   (mgal)                       NAVD 88
 DE7505
 DE7505  VERT ORDER      -  SECOND    CLASS I
 DE7505
 DE7505.The horizontal coordinates were established by autonomous hand held GPS
 DE7505.observations and have an estimated accuracy of +/- 10 meters.
 DE7505
 DE7505.The orthometric height was determined by differential leveling and
 DE7505.adjusted by the WI DEPT OF TRANSP
 DE7505.in May 2012.
 DE7505
 DE7505.No vertical observational check was made to the station.
 DE7505
 DE7505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7505.GEOID18 height accuracy estimate available here.
 DE7505
 DE7505.Click photographs - Photos may exist for this station.
 DE7505
 DE7505.The dynamic height is computed by dividing the NAVD 88
 DE7505.geopotential number by the normal gravity value computed on the
 DE7505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7505.degrees latitude (g = 980.6199 gals.).
 DE7505
 DE7505.The modeled gravity was interpolated from observed gravity values.
 DE7505
 DE7505;                    North         East    Units  Estimated Accuracy
 DE7505;SPC WI S     -   175,178.      771,224.      MT  (+/- 10 meters HH2 GPS)
 DE7505
 DE7505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2888123082(NAD 83)
 DE7505
 DE7505                          SUPERSEDED SURVEY CONTROL
 DE7505
 DE7505  NAVD 88 (04/20/07)  241.052  (m)          790.85   (f) SUPERSEDED  2 1
 DE7505  NAVD 88 (05/16/03)  241.076  (m)          790.93   (f) SUPERSEDED  2 1
 DE7505
 DE7505.Superseded values are not recommended for survey control.
 DE7505
 DE7505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7505.See file dsdata.pdf to determine how the superseded data were derived.
 DE7505
 DE7505_MARKER: DD = SURVEY DISK
 DE7505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7505_STAMPING: 3L06 2001
 DE7505_MARK LOGO: WIDT
 DE7505_PROJECTION: FLUSH
 DE7505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7505+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DE7505
 DE7505  HISTORY     - Date     Condition        Report By
 DE7505  HISTORY     - 2000     MONUMENTED       WIDT
 DE7505  HISTORY     - 20031204 GOOD             USPSQD
 DE7505  HISTORY     - 20060522 GOOD             WIDT
 DE7505
 DE7505                          STATION DESCRIPTION
 DE7505
 DE7505'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7505'THE STATION IS LOCATED ABOUT 28 KM NORTHEAST OF WEST BEND AND 5 KM
 DE7505'SOUTHWEST OF CEDAR GROVE.  OWNERSHIP--TOWN OF SHERMAN.    TO REACH THE
 DE7505'STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH STATE HIGHWAY 144
 DE7505'ABOUT 1 KM EAST OF THE VILLAGE OF RANDOM LAKE, GO SOUTH ON STATE
 DE7505'HIGHWAY 57 FOR 0.8 KM TO COUNTY HIGHWAY RR ON THE LEFT, TURN LEFT AND
 DE7505'GO EAST ON COUNTY HIGHWAY RR FOR 4.8 KM TO 6 MILE ROAD AND THE
 DE7505'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7505'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DE7505'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7505'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.3 M EAST OF THE
 DE7505'CENTERLINE OF 6 MILE ROAD, 49.4 M SOUTH OF COUNTY HIGHWAY RR, 26.8 M
 DE7505'SOUTHEAST OF POWER POLE --94-06701 40-4--, 18.8 M NORTH OF A METAL
 DE7505'POST FOR A --R/W-- SIGN, 3 M WEST OF A CULTIVATED FIELD AND 0.5 M
 DE7505'WEST OF A WHITE PLASTIC WITNESS POST. --NOTE--THIS STATION HAS NO
 DE7505'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7505'HORIZON.
 DE7505
 DE7505                          STATION RECOVERY (2003)
 DE7505
 DE7505'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7505'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS NORTHEAST
 DE7505'(NOT SOUTHEAST) OF POWER POLE --94-06701 40-4--.  NOTE-- THERE IS NO
 DE7505'WITNESS POST PRESENT.
 DE7505
 DE7505                          STATION RECOVERY (2006)
 DE7505
 DE7505'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7505'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M WEST, 1.0 M
 DE7505'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7506 ***********************************************************************
 DE7506  DESIGNATION -  3L07
 DE7506  PID         -  DE7506
 DE7506  STATE/COUNTY-  WI/SHEBOYGAN
 DE7506  COUNTRY     -  US
 DE7506  USGS QUAD   -  CEDAR GROVE (2018)
 DE7506
 DE7506                         *CURRENT SURVEY CONTROL
 DE7506  ______________________________________________________________________
 DE7506* NAD 83(1986) POSITION- 43 33 28.1    (N) 087 51 25.2    (W)   HD_HELD2
 DE7506* NAVD 88 ORTHO HEIGHT -   219.776 (meters)      721.05  (feet) ADJUSTED
 DE7506  ______________________________________________________________________
 DE7506  GEOID HEIGHT    -        -35.447 (meters)                     GEOID18
 DE7506  DYNAMIC HEIGHT  -        219.730 (meters)      720.90  (feet) COMP
 DE7506  MODELED GRAVITY -    980,407.6   (mgal)                       NAVD 88
 DE7506
 DE7506  VERT ORDER      -  SECOND    CLASS I
 DE7506
 DE7506.The horizontal coordinates were established by autonomous hand held GPS
 DE7506.observations and have an estimated accuracy of +/- 10 meters.
 DE7506
 DE7506.The orthometric height was determined by differential leveling and
 DE7506.adjusted by the WI DEPT OF TRANSP
 DE7506.in May 2012.
 DE7506
 DE7506.No vertical observational check was made to the station.
 DE7506
 DE7506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7506.GEOID18 height accuracy estimate available here.
 DE7506
 DE7506.Click photographs - Photos may exist for this station.
 DE7506
 DE7506.The dynamic height is computed by dividing the NAVD 88
 DE7506.geopotential number by the normal gravity value computed on the
 DE7506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7506.degrees latitude (g = 980.6199 gals.).
 DE7506
 DE7506.The modeled gravity was interpolated from observed gravity values.
 DE7506
 DE7506;                    North         East    Units  Estimated Accuracy
 DE7506;SPC WI S     -   175,283.      773,123.      MT  (+/- 10 meters HH2 GPS)
 DE7506
 DE7506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3078223117(NAD 83)
 DE7506
 DE7506                          SUPERSEDED SURVEY CONTROL
 DE7506
 DE7506  NAVD 88 (04/20/07)  219.753  (m)          720.97   (f) SUPERSEDED  2 1
 DE7506  NAVD 88 (05/16/03)  219.780  (m)          721.06   (f) SUPERSEDED  2 1
 DE7506
 DE7506.Superseded values are not recommended for survey control.
 DE7506
 DE7506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7506.See file dsdata.pdf to determine how the superseded data were derived.
 DE7506
 DE7506_MARKER: DD = SURVEY DISK
 DE7506_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7506_SP_SET: BRIDGE ABUTMENT
 DE7506_STAMPING: 3L07 2001
 DE7506_MARK LOGO: WIDT
 DE7506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7506+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DE7506
 DE7506  HISTORY     - Date     Condition        Report By
 DE7506  HISTORY     - 2001     MONUMENTED       WIDT
 DE7506  HISTORY     - 20031204 GOOD             USPSQD
 DE7506  HISTORY     - 20060522 GOOD             WIDT
 DE7506
 DE7506                          STATION DESCRIPTION
 DE7506
 DE7506'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7506'THE STATION IS LOCATED ABOUT 53 KM SOUTHEAST OF FOND DU LAC AND 25 KM
 DE7506'SOUTH-SOUTHWEST OF SHEBOYGAN. OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH
 DE7506'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57  WITH STATE HIGHWAY
 DE7506'144  ABOUT 1 KM EAST OF THE VILLAGE OF RANDOM LAKE, GO SOUTH ON STATE
 DE7506'HIGHWAY 57 FOR 0.8 KM TO COUNTY HIGHWAY RR (AMSTERDAM ROAD) ON THE
 DE7506'LEFT, TURN LEFT AND GO EAST ON COUNTY HIGHWAY RR FOR 6.5 KM TO BRIDGE
 DE7506'--B-59-126-84-- OVER THE ONION RIVER AND THE STATION ON THE LEFT.
 DE7506'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7506'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH END OF THE EAST
 DE7506'BRIDGE ABUTMENT AND IS LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION
 DE7506'IS 5.6 METERS NORTH OF THE CENTERLINE OF COUNTY HIGHWAY RR, 56.2
 DE7506'METERS EAST OF TELEPHONE PEDESTAL --1213-- AND 26.3 METERS WEST OF
 DE7506'TELEPHONE PEDESTAL --1 69--.  NOTE---THIS STATION HAS VISIBLE
 DE7506'OBSTRUCTIONS EXTENDING UP TO 60 DEGREES IN ALL QUADRANTS.
 DE7506
 DE7506                          STATION RECOVERY (2003)
 DE7506
 DE7506'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7506'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.15 MILE
 DE7506'EAST OF COUNTY ROAD KW ON COUNTY ROAD RR.
 DE7506
 DE7506                          STATION RECOVERY (2006)
 DE7506
 DE7506'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7506'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M SOUTHWEST OF
 DE7506'A WHITE PLASTIC WITNESS POST.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DE7506'STATION ARE TREES IN THE SOUTH QUADRANTS EXTENDING TO 60 DEGREES ABOVE
 DE7506'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7553 ***********************************************************************
 DE7553  DESIGNATION -  3L08
 DE7553  PID         -  DE7553
 DE7553  STATE/COUNTY-  WI/CALUMET
 DE7553  COUNTRY     -  US
 DE7553  USGS QUAD   -  POTTER (2018)
 DE7553
 DE7553                         *CURRENT SURVEY CONTROL
 DE7553  ______________________________________________________________________
 DE7553* NAD 83(1986) POSITION- 44 00 28.8    (N) 088 06 55.9    (W)   HD_HELD2
 DE7553* NAVD 88 ORTHO HEIGHT -   251.056 (meters)      823.67  (feet) ADJUSTED
 DE7553  ______________________________________________________________________
 DE7553  GEOID HEIGHT    -        -36.026 (meters)                     GEOID18
 DE7553  DYNAMIC HEIGHT  -        251.006 (meters)      823.51  (feet) COMP
 DE7553  MODELED GRAVITY -    980,416.0   (mgal)                       NAVD 88
 DE7553
 DE7553  VERT ORDER      -  SECOND    CLASS I
 DE7553
 DE7553.The horizontal coordinates were established by autonomous hand held GPS
 DE7553.observations and have an estimated accuracy of +/- 10 meters.
 DE7553
 DE7553.The orthometric height was determined by differential leveling and
 DE7553.adjusted by the WI DEPT OF TRANSP
 DE7553.in May 2012.
 DE7553
 DE7553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7553.GEOID18 height accuracy estimate available here.
 DE7553
 DE7553.Click photographs - Photos may exist for this station.
 DE7553
 DE7553.The dynamic height is computed by dividing the NAVD 88
 DE7553.geopotential number by the normal gravity value computed on the
 DE7553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7553.degrees latitude (g = 980.6199 gals.).
 DE7553
 DE7553.The modeled gravity was interpolated from observed gravity values.
 DE7553
 DE7553;                    North         East    Units  Estimated Accuracy
 DE7553;SPC WI S     -   224,784.      751,111.      MT  (+/- 10 meters HH2 GPS)
 DE7553
 DE7553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1057573366(NAD 83)
 DE7553
 DE7553                          SUPERSEDED SURVEY CONTROL
 DE7553
 DE7553  NAVD 88 (04/20/07)  251.017  (m)          823.54   (f) SUPERSEDED  2 1
 DE7553  NAVD 88 (05/16/03)  251.028  (m)          823.58   (f) SUPERSEDED  2 1
 DE7553
 DE7553.Superseded values are not recommended for survey control.
 DE7553
 DE7553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7553.See file dsdata.pdf to determine how the superseded data were derived.
 DE7553
 DE7553_MARKER: DD = SURVEY DISK
 DE7553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7553_STAMPING: 3L08 2001
 DE7553_MARK LOGO: WIDT
 DE7553_PROJECTION: FLUSH
 DE7553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7553+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 DE7553
 DE7553  HISTORY     - Date     Condition        Report By
 DE7553  HISTORY     - 2000     MONUMENTED       WIDT
 DE7553  HISTORY     - 20030630 GOOD             USPSQD
 DE7553  HISTORY     - 20050823 GOOD             WIDT
 DE7553  HISTORY     - 20060908 GOOD             USPSQD
 DE7553
 DE7553                          STATION DESCRIPTION
 DE7553
 DE7553'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7553'THE STATION IS LOCATED ABOUT 38 KM SOUTHWEST OF MANITOWOC AND 4 KM
 DE7553'SOUTHEAST OF CHILTON.  OWNERSHIP--TOWN OF CHARLESTOWN.    TO REACH THE
 DE7553'STATION FROM THE SOUTH JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY
 DE7553'32 AND STATE HIGHWAY 57 AT THE INTERSECTION OF CALUMET STREET AND
 DE7553'CHESTNUT STREET ON THE SOUTH SIDE OF THE CITY OF CHILTON, GO EAST ON
 DE7553'US HIGHWAY 151 (CALUMET STREET) FOR 2.6 KM TO MILL ROAD, TURN RIGHT
 DE7553'AND GO SOUTH ON MILL ROAD FOR 1.6 KM TO QUARRY ROAD, TURN LEFT AND GO
 DE7553'EAST ON QUARRY ROAD FOR 0.5 KM TO THE RAILROAD TRACKS AND THE STATION
 DE7553'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7553'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7553'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7553'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.4 M SOUTH OF THE
 DE7553'CENTERLINE OF QUARRY ROAD, 89 M WEST OF A FIELD ENTRANCE, 16.0 M
 DE7553'SOUTHEAST OF POWER POLE --LR7006--, 11.4 M EAST OF THE EAST RAIL AND
 DE7553'0.7 M NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DE7553'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7553'THE HORIZON.
 DE7553
 DE7553                          STATION RECOVERY (2003)
 DE7553
 DE7553'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7553'RECOVERED IN GOOD CONDITION.
 DE7553
 DE7553                          STATION RECOVERY (2005)
 DE7553
 DE7553'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7553'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M NORTH, 0.9 M
 DE7553'WEST, AND 0.9 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7553
 DE7553                          STATION RECOVERY (2006)
 DE7553
 DE7553'RECOVERY NOTE BY US POWER SQUADRON 2006 (JK)
 DE7553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7554 ***********************************************************************
 DE7554  DESIGNATION -  3L09
 DE7554  PID         -  DE7554
 DE7554  STATE/COUNTY-  WI/CALUMET
 DE7554  COUNTRY     -  US
 DE7554  USGS QUAD   -  KIEL (2018)
 DE7554
 DE7554                         *CURRENT SURVEY CONTROL
 DE7554  ______________________________________________________________________
 DE7554* NAD 83(1986) POSITION- 43 59 37.3    (N) 088 06 11.5    (W)   HD_HELD2
 DE7554* NAVD 88 ORTHO HEIGHT -   258.295 (meters)      847.42  (feet) ADJUSTED
 DE7554  ______________________________________________________________________
 DE7554  GEOID HEIGHT    -        -36.004 (meters)                     GEOID18
 DE7554  DYNAMIC HEIGHT  -        258.244 (meters)      847.26  (feet) COMP
 DE7554  MODELED GRAVITY -    980,415.8   (mgal)                       NAVD 88
 DE7554
 DE7554  VERT ORDER      -  SECOND    CLASS I
 DE7554
 DE7554.The horizontal coordinates were established by autonomous hand held GPS
 DE7554.observations and have an estimated accuracy of +/- 10 meters.
 DE7554
 DE7554.The orthometric height was determined by differential leveling and
 DE7554.adjusted by the WI DEPT OF TRANSP
 DE7554.in May 2012.
 DE7554
 DE7554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7554.GEOID18 height accuracy estimate available here.
 DE7554
 DE7554.Click photographs - Photos may exist for this station.
 DE7554
 DE7554.The dynamic height is computed by dividing the NAVD 88
 DE7554.geopotential number by the normal gravity value computed on the
 DE7554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7554.degrees latitude (g = 980.6199 gals.).
 DE7554
 DE7554.The modeled gravity was interpolated from observed gravity values.
 DE7554
 DE7554;                    North         East    Units  Estimated Accuracy
 DE7554;SPC WI S     -   223,217.      752,136.      MT  (+/- 10 meters HH2 GPS)
 DE7554
 DE7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1154271764(NAD 83)
 DE7554
 DE7554                          SUPERSEDED SURVEY CONTROL
 DE7554
 DE7554  NAVD 88 (04/20/07)  258.257  (m)          847.30   (f) SUPERSEDED  2 1
 DE7554  NAVD 88 (05/16/03)  258.268  (m)          847.33   (f) SUPERSEDED  2 1
 DE7554
 DE7554.Superseded values are not recommended for survey control.
 DE7554
 DE7554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7554.See file dsdata.pdf to determine how the superseded data were derived.
 DE7554
 DE7554_MARKER: DD = SURVEY DISK
 DE7554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7554_STAMPING: 3L09 2001
 DE7554_MARK LOGO: WIDT
 DE7554_PROJECTION: FLUSH
 DE7554_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7554+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 DE7554
 DE7554  HISTORY     - Date     Condition        Report By
 DE7554  HISTORY     - 2000     MONUMENTED       WIDT
 DE7554  HISTORY     - 20030630 GOOD             USPSQD
 DE7554  HISTORY     - 20050823 GOOD             WIDT
 DE7554
 DE7554                          STATION DESCRIPTION
 DE7554
 DE7554'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7554'THE STATION IS LOCATED ABOUT 37 KM WEST-SOUTHWEST OF MANITOWOC AND 5
 DE7554'KM NORTH-NORTHWEST OF NEW HOLSTEIN.  OWNERSHIP--TOWN OF CHARLESTOWN.
 DE7554'TO REACH THE STATION FROM THE SOUTH JUNCTION OF US HIGHWAY 151 WITH
 DE7554'STATE HIGHWAY 32 AND STATE HIGHWAY 57 AT THE INTERSECTION OF CALUMET
 DE7554'STREET AND CHESTNUT STREET ON THE SOUTH SIDE OF THE CITY OF CHILTON,
 DE7554'GO SOUTHEAST ON STATE HIGHWAY 32 (CHESTNUT STREET) FOR 4.4 KM TO MILL
 DE7554'ROAD, TURN LEFT AND GO NORTH ON MILL ROAD FOR 0.3 KM TO LIME KILN
 DE7554'ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON LIME KILN ROAD FOR 1.6
 DE7554'KM TO HAYTON ROAD AND THE STATION ON THE LEFT.    THE STATION IS A
 DE7554'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7554'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7554'A DEPTH OF 2.3 M AND ABOUT 0.5 M BELOW ROAD PAVEMENT.  THE STATION IS
 DE7554'5.1 M NORTH OF THE CENTERLINE OF LIME KILN ROAD, 45.5 M WEST OF THE
 DE7554'CENTERLINE OF HAYTON ROAD, 14.9 M EAST OF A WOOD POST FOR A
 DE7554'--RAILROAD CROSSING-- SIGN, 4 M SOUTH OF A CULTIVATED FIELD, AND 0.7
 DE7554'M SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DE7554'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7554'HORIZON.
 DE7554
 DE7554                          STATION RECOVERY (2003)
 DE7554
 DE7554'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7554'RECOVERED IN GOOD CONDITION.
 DE7554
 DE7554                          STATION RECOVERY (2005)
 DE7554
 DE7554'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7554'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M SOUTH, 1.0 M
 DE7554'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7555 ***********************************************************************
 DE7555  DESIGNATION -  3L10
 DE7555  PID         -  DE7555
 DE7555  STATE/COUNTY-  WI/CALUMET
 DE7555  COUNTRY     -  US
 DE7555  USGS QUAD   -  KIEL (2018)
 DE7555
 DE7555                         *CURRENT SURVEY CONTROL
 DE7555  ______________________________________________________________________
 DE7555* NAD 83(1986) POSITION- 43 57 51.7    (N) 088 05 47.5    (W)   HD_HELD2
 DE7555* NAVD 88 ORTHO HEIGHT -   279.731 (meters)      917.75  (feet) ADJUSTED
 DE7555  ______________________________________________________________________
 DE7555  GEOID HEIGHT    -        -35.957 (meters)                     GEOID18
 DE7555  DYNAMIC HEIGHT  -        279.675 (meters)      917.57  (feet) COMP
 DE7555  MODELED GRAVITY -    980,412.8   (mgal)                       NAVD 88
 DE7555
 DE7555  VERT ORDER      -  SECOND    CLASS I
 DE7555
 DE7555.The horizontal coordinates were established by autonomous hand held GPS
 DE7555.observations and have an estimated accuracy of +/- 10 meters.
 DE7555
 DE7555.The orthometric height was determined by differential leveling and
 DE7555.adjusted by the WI DEPT OF TRANSP
 DE7555.in May 2012.
 DE7555
 DE7555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7555.GEOID18 height accuracy estimate available here.
 DE7555
 DE7555.Click photographs - Photos may exist for this station.
 DE7555
 DE7555.The dynamic height is computed by dividing the NAVD 88
 DE7555.geopotential number by the normal gravity value computed on the
 DE7555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7555.degrees latitude (g = 980.6199 gals.).
 DE7555
 DE7555.The modeled gravity was interpolated from observed gravity values.
 DE7555
 DE7555;                    North         East    Units  Estimated Accuracy
 DE7555;SPC WI S     -   219,971.      752,745.      MT  (+/- 10 meters HH2 GPS)
 DE7555
 DE7555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1203468498(NAD 83)
 DE7555
 DE7555                          SUPERSEDED SURVEY CONTROL
 DE7555
 DE7555  NAVD 88 (04/20/07)  279.692  (m)          917.62   (f) SUPERSEDED  2 1
 DE7555  NAVD 88 (05/16/03)  279.706  (m)          917.67   (f) SUPERSEDED  2 1
 DE7555
 DE7555.Superseded values are not recommended for survey control.
 DE7555
 DE7555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7555.See file dsdata.pdf to determine how the superseded data were derived.
 DE7555
 DE7555_MARKER: DD = SURVEY DISK
 DE7555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7555_STAMPING: 3L10 2001
 DE7555_MARK LOGO: WIDT
 DE7555_PROJECTION: FLUSH
 DE7555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7555+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 DE7555
 DE7555  HISTORY     - Date     Condition        Report By
 DE7555  HISTORY     - 2000     MONUMENTED       WIDT
 DE7555  HISTORY     - 20030630 GOOD             USPSQD
 DE7555  HISTORY     - 20050823 GOOD             WIDT
 DE7555
 DE7555                          STATION DESCRIPTION
 DE7555
 DE7555'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7555'THE STATION IS LOCATED ABOUT 38 KM SOUTHWEST OF MANITOWOC AND 2 KM
 DE7555'NORTHWEST OF NEW HOLSTEIN.  OWNERSHIP--TOWN OF NEW HOLSTEIN.  TO
 DE7555'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DE7555'HIGHWAY 32 AND STATE HIGHWAY 57 AT THE INTERSECTION OF CALUMET STREET
 DE7555'AND CHESTNUT STREET ON THE SOUTH SIDE OF THE CITY OF CHILTON, GO
 DE7555'SOUTHEAST ON STATE HIGHWAY 32 (CHESTNUT STREET) FOR 7.5 KM TO
 DE7555'TECUMSEH ROAD, TURN LEFT AND GO EAST ON TECUMSEH ROAD FOR 0.8 KM TO
 DE7555'HAYDEN ROAD, CONTINUE EAST ON TECUMSEH ROAD FOR 0.4 KM TO THE STATION
 DE7555'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7555'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7555'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5
 DE7555'M BELOW THE ROAD PAVEMENT.  THE STATION IS 8.3 M NORTH OF THE
 DE7555'CENTERLINE OF TECUMSEH ROAD, 82.8 M WEST OF THE WEST RAIL, 63 M EAST
 DE7555'OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 24.5 M NORTHEAST OF
 DE7555'POWER POLE --NK5899--, 3 M SOUTH OF A CULTIVATED FIELD, AND 0.7 M
 DE7555'SOUTH OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO
 DE7555'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7555'HORIZON.
 DE7555
 DE7555                          STATION RECOVERY (2003)
 DE7555
 DE7555'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7555'RECOVERED IN GOOD CONDITION.
 DE7555
 DE7555                          STATION RECOVERY (2005)
 DE7555
 DE7555'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7555'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M SOUTH, 1.0 M
 DE7555'NORTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7780 ***********************************************************************
 DE7780  DESIGNATION -  3L11
 DE7780  PID         -  DE7780
 DE7780  STATE/COUNTY-  WI/CALUMET
 DE7780  COUNTRY     -  US
 DE7780  USGS QUAD   -  KIEL (2018)
 DE7780
 DE7780                         *CURRENT SURVEY CONTROL
 DE7780  ______________________________________________________________________
 DE7780* NAD 83(1986) POSITION- 43 57 02.0    (N) 088 03 42.7    (W)   HD_HELD2
 DE7780* NAVD 88 ORTHO HEIGHT -   281.564 (meters)      923.76  (feet) ADJUSTED
 DE7780  ______________________________________________________________________
 DE7780  GEOID HEIGHT    -        -35.927 (meters)                     GEOID18
 DE7780  DYNAMIC HEIGHT  -        281.508 (meters)      923.58  (feet) COMP
 DE7780  MODELED GRAVITY -    980,414.1   (mgal)                       NAVD 88
 DE7780
 DE7780  VERT ORDER      -  SECOND    CLASS I
 DE7780
 DE7780.The horizontal coordinates were established by autonomous hand held GPS
 DE7780.observations and have an estimated accuracy of +/- 10 meters.
 DE7780
 DE7780.The orthometric height was determined by differential leveling and
 DE7780.adjusted by the WI DEPT OF TRANSP
 DE7780.in May 2012.
 DE7780
 DE7780.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7780.GEOID18 height accuracy estimate available here.
 DE7780
 DE7780.Click photographs - Photos may exist for this station.
 DE7780
 DE7780.The dynamic height is computed by dividing the NAVD 88
 DE7780.geopotential number by the normal gravity value computed on the
 DE7780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7780.degrees latitude (g = 980.6199 gals.).
 DE7780
 DE7780.The modeled gravity was interpolated from observed gravity values.
 DE7780
 DE7780;                    North         East    Units  Estimated Accuracy
 DE7780;SPC WI S     -   218,501.      755,562.      MT  (+/- 10 meters HH2 GPS)
 DE7780
 DE7780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1479566929(NAD 83)
 DE7780
 DE7780                          SUPERSEDED SURVEY CONTROL
 DE7780
 DE7780  NAVD 88 (04/20/07)  281.525  (m)          923.64   (f) SUPERSEDED  2 1
 DE7780  NAVD 88 (05/16/03)  281.544  (m)          923.70   (f) SUPERSEDED  2 1
 DE7780
 DE7780.Superseded values are not recommended for survey control.
 DE7780
 DE7780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7780.See file dsdata.pdf to determine how the superseded data were derived.
 DE7780
 DE7780_MARKER: DD = SURVEY DISK
 DE7780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7780_STAMPING: 3L11 2001
 DE7780_MARK LOGO: WIDT
 DE7780_PROJECTION: FLUSH
 DE7780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7780+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 DE7780
 DE7780  HISTORY     - Date     Condition        Report By
 DE7780  HISTORY     - 2000     MONUMENTED       WIDT
 DE7780  HISTORY     - 20030630 GOOD             USPSQD
 DE7780  HISTORY     - 20050824 GOOD             WIDT
 DE7780
 DE7780                          STATION DESCRIPTION
 DE7780
 DE7780'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7780'THE STATION IS LOCATED ABOUT 37 KM NORTHEAST OF FOND DU LAC, 36 KM
 DE7780'NORTHWEST OF SHEBOYGAN, AND 2 KM EAST OF NEW HOLSTEIN.
 DE7780'OWNERSHIP--CALUMET COUNTY.  TO REACH THE STATION FROM THE WEST
 DE7780'JUNCTION OF STATE HIGHWAY 32 AND STATE HIGHWAY 57 WITH STATE HIGHWAY
 DE7780'149 AT THE INTERSECTION OF SEVENTH STREET AND FREMONT STREET IN THE
 DE7780'CITY OF KIEL, GO EAST ON STATE HIGHWAY 32, STATE HIGHWAY 57, AND
 DE7780'STATE HIGHWAY 149 FOR 0.2 KM TO 6TH STREET (MEGGERS ROAD), TURN LEFT
 DE7780'AND GO NORTH ON 6TH STREET (MEGGERS ROAD) FOR 4.5 KM TO COUNTY
 DE7780'HIGHWAY X, TURN LEFT AND GO WEST ON COUNTY HIGHWAY X FOR 1.6 KM TO
 DE7780'SEVEN CORNERS ROAD ON THE LEFT AND COUNTY HIGHWAY T ON THE RIGHT AND
 DE7780'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7780'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7780'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7780'AND ABOUT 2 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 13.4 M EAST
 DE7780'OF THE CENTERLINE OF COUNTY HIGHWAY T, 53.9 M NORTH OF THE CENTERLINE
 DE7780'OF COUNTY HIGHWAY X, 38.1 M SOUTHEAST OF POWER POLE --QJ9910--, 3 M
 DE7780'WEST OF A CULTIVATED FIELD AND 1.0 M WEST OF A WHITE PLASTIC WITNESS
 DE7780'POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7780'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7780
 DE7780                          STATION RECOVERY (2003)
 DE7780
 DE7780'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7780'RECOVERED IN GOOD CONDITION.
 DE7780
 DE7780                          STATION RECOVERY (2005)
 DE7780
 DE7780'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7780'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7780'SOUTH, AND 1.0 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7779 ***********************************************************************
 DE7779  DESIGNATION -  3L12
 DE7779  PID         -  DE7779
 DE7779  STATE/COUNTY-  WI/CALUMET
 DE7779  COUNTRY     -  US
 DE7779  USGS QUAD   -  KIEL (2018)
 DE7779
 DE7779                         *CURRENT SURVEY CONTROL
 DE7779  ______________________________________________________________________
 DE7779* NAD 83(1986) POSITION- 43 57 03.0    (N) 088 02 31.1    (W)   HD_HELD2
 DE7779* NAVD 88 ORTHO HEIGHT -   277.146 (meters)      909.27  (feet) ADJUSTED
 DE7779  ______________________________________________________________________
 DE7779  GEOID HEIGHT    -        -35.923 (meters)                     GEOID18
 DE7779  DYNAMIC HEIGHT  -        277.092 (meters)      909.09  (feet) COMP
 DE7779  MODELED GRAVITY -    980,416.1   (mgal)                       NAVD 88
 DE7779
 DE7779  VERT ORDER      -  SECOND    CLASS I
 DE7779
 DE7779.The horizontal coordinates were established by autonomous hand held GPS
 DE7779.observations and have an estimated accuracy of +/- 10 meters.
 DE7779
 DE7779.The orthometric height was determined by differential leveling and
 DE7779.adjusted by the WI DEPT OF TRANSP
 DE7779.in May 2012.
 DE7779
 DE7779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7779.GEOID18 height accuracy estimate available here.
 DE7779
 DE7779.Click photographs - Photos may exist for this station.
 DE7779
 DE7779.The dynamic height is computed by dividing the NAVD 88
 DE7779.geopotential number by the normal gravity value computed on the
 DE7779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7779.degrees latitude (g = 980.6199 gals.).
 DE7779
 DE7779.The modeled gravity was interpolated from observed gravity values.
 DE7779
 DE7779;                    North         East    Units  Estimated Accuracy
 DE7779;SPC WI S     -   218,569.      757,158.      MT  (+/- 10 meters HH2 GPS)
 DE7779
 DE7779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1639166939(NAD 83)
 DE7779
 DE7779                          SUPERSEDED SURVEY CONTROL
 DE7779
 DE7779  NAVD 88 (04/20/07)  277.107  (m)          909.14   (f) SUPERSEDED  2 1
 DE7779  NAVD 88 (05/16/03)  277.129  (m)          909.21   (f) SUPERSEDED  2 1
 DE7779
 DE7779.Superseded values are not recommended for survey control.
 DE7779
 DE7779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7779.See file dsdata.pdf to determine how the superseded data were derived.
 DE7779
 DE7779_MARKER: DD = SURVEY DISK
 DE7779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7779_STAMPING: 3L12 2001
 DE7779_MARK LOGO: WIDT
 DE7779_PROJECTION: FLUSH
 DE7779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7779+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 DE7779
 DE7779  HISTORY     - Date     Condition        Report By
 DE7779  HISTORY     - 2000     MONUMENTED       WIDT
 DE7779  HISTORY     - 20030630 GOOD             USPSQD
 DE7779  HISTORY     - 20050824 GOOD             WIDT
 DE7779
 DE7779                          STATION DESCRIPTION
 DE7779
 DE7779'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7779'THE STATION IS LOACTED ABOUT 37 KM NORTHEAST OF FOND DU LAC, 36 KM
 DE7779'NORTHWEST OF SHEBOYGAN, AND 3 KM EAST-NORTHEAST OF NEW HOLSTEIN.
 DE7779'OWNERSHIP--TOWN OF NEW HOLSTEIN.  TO REACH THE STATION FROM THE WEST
 DE7779'JUNCTION OF STATE HIGHWAY 32 AND STATE HIGHWAY 57 WITH STATE HIGHWAY
 DE7779'149 AT THE INTERSECTION OF SEVENTH STREET AND FREMONT STREET IN THE
 DE7779'CITY OF KIEL, GO EAST ON STATE HIGHWAY 32, STATE HIGHWAY 57, AND
 DE7779'STATE HIGHWAY 149 FOR 0.2 KM TO 6TH STREET (MEGGERS ROAD), TURN LEFT
 DE7779'AND GO NORTH ON 6TH STREET (MEGGERS ROAD) FOR 4.5 KM TO COUNTY
 DE7779'HIGHWAY X, CONTINUE NORTH ON MEGGERS ROAD FOR 0.1 KM TO THE STATION
 DE7779'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7779'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7779'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.2 M AND ABOUT 0.5
 DE7779'M BELOW THE ROAD PAVEMENT.  THE STATION IS 6.4 M WEST OF THE
 DE7779'CENTERLINE OF MEGGERS ROAD, 18.4 M WEST-NORTHWEST OF POWER POLE
 DE7779'--TJ0107--, 18 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DE7779'--12219--, 3.1 M EAST OF A BARBED WIRE FENCE AND 1.0 M EAST OF A
 DE7779'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7779'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7779
 DE7779                          STATION RECOVERY (2003)
 DE7779
 DE7779'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7779'RECOVERED IN GOOD CONDITION.
 DE7779
 DE7779                          STATION RECOVERY (2005)
 DE7779
 DE7779'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7779'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7779'SOUTH, AND 1.0 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7556 ***********************************************************************
 DE7556  DESIGNATION -  3L13
 DE7556  PID         -  DE7556
 DE7556  STATE/COUNTY-  WI/MANITOWOC
 DE7556  COUNTRY     -  US
 DE7556  USGS QUAD   -  KIEL (2018)
 DE7556
 DE7556                         *CURRENT SURVEY CONTROL
 DE7556  ______________________________________________________________________
 DE7556* NAD 83(1986) POSITION- 43 56 57.59   (N) 088 00 08.75   (W)   HD_HELD1
 DE7556* NAVD 88 ORTHO HEIGHT -   287.683 (meters)      943.84  (feet) ADJUSTED
 DE7556  ______________________________________________________________________
 DE7556  GEOID HEIGHT    -        -35.915 (meters)                     GEOID18
 DE7556  DYNAMIC HEIGHT  -        287.627 (meters)      943.66  (feet) COMP
 DE7556  MODELED GRAVITY -    980,417.6   (mgal)                       NAVD 88
 DE7556
 DE7556  VERT ORDER      -  SECOND    CLASS I
 DE7556
 DE7556.The horizontal coordinates were determined by differentially corrected
 DE7556.hand held GPS observations or other comparable positioning techniques
 DE7556.and have an estimated accuracy of +/- 3 meters.
 DE7556
 DE7556.The orthometric height was determined by differential leveling and
 DE7556.adjusted by the WI DEPT OF TRANSP
 DE7556.in May 2012.
 DE7556
 DE7556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7556.GEOID18 height accuracy estimate available here.
 DE7556
 DE7556.Click photographs - Photos may exist for this station.
 DE7556
 DE7556.The dynamic height is computed by dividing the NAVD 88
 DE7556.geopotential number by the normal gravity value computed on the
 DE7556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7556.degrees latitude (g = 980.6199 gals.).
 DE7556
 DE7556.The modeled gravity was interpolated from observed gravity values.
 DE7556
 DE7556;                    North         East    Units  Estimated Accuracy
 DE7556;SPC WI S     -   218,477.7     760,334.9     MT  (+/- 3 meters HH1 GPS) 
 DE7556
 DE7556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1956266733(NAD 83)
 DE7556
 DE7556                          SUPERSEDED SURVEY CONTROL
 DE7556
 DE7556  NAVD 88 (04/20/07)  287.644  (m)          943.71   (f) SUPERSEDED  2 1
 DE7556  NAVD 88 (05/16/03)  287.669  (m)          943.79   (f) SUPERSEDED  2 1
 DE7556
 DE7556.Superseded values are not recommended for survey control.
 DE7556
 DE7556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7556.See file dsdata.pdf to determine how the superseded data were derived.
 DE7556
 DE7556_MARKER: DD = SURVEY DISK
 DE7556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7556_STAMPING: 3L13 2001
 DE7556_MARK LOGO: WIDT
 DE7556_PROJECTION: FLUSH
 DE7556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7556+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 DE7556
 DE7556  HISTORY     - Date     Condition        Report By
 DE7556  HISTORY     - 2000     MONUMENTED       WIDT
 DE7556  HISTORY     - 20030622 GOOD             USPSQD
 DE7556  HISTORY     - 20051109 GOOD             USPSQD
 DE7556  HISTORY     - 20060417 GOOD             WIDT
 DE7556
 DE7556                          STATION DESCRIPTION
 DE7556
 DE7556'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7556'THE STATION IS LOCATED ABOUT 32 KM SOUTHWEST OF MANITOWOC AND 7 KM
 DE7556'EAST OF NEW HOLSTEIN.  OWNERSHIP--TOWN OF SCHLESWIG.  TO REACH THE
 DE7556'STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 67
 DE7556'ABOUT 11 KM EAST OF THE CITY OF CHILTON, GO SOUTH ON STATE HIGHWAY 67
 DE7556'FOR 8.4 KM TO COUNTY HIGHWAY X, TURN LEFT AND GO EAST ON COUNTY
 DE7556'HIGHWAY X FOR 1.0 KM TO FRITSH ROAD ON THE LEFT, CONTINUE EAST ON
 DE7556'COUNTY HIGHWAY X FOR 0.6 KM TO STEINTHAL ROAD AND THE STATION ON THE
 DE7556'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7556'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7556'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5
 DE7556'M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.9 M WEST OF THE
 DE7556'CENTERLINE OF STEINTHAL ROAD, 58.3 M NORTHWEST OF POWER POLE
 DE7556'--2462--, 33.9 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY X, 26.7 M
 DE7556'SOUTHWEST OF A WOOD POST FOR A --STOP-- SIGN, 24.3 M SOUTHEAST OF
 DE7556'TELEPHONE PEDESTAL --1345--, AND 0.5 M EAST OF A WHITE PLASTIC
 DE7556'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7556'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWER
 DE7556'LINES TO THE EAST EXTENDING TO 20 DEGREES.
 DE7556
 DE7556                          STATION RECOVERY (2003)
 DE7556
 DE7556'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7556'RECOVERED IN GOOD CONDITION.
 DE7556
 DE7556                          STATION RECOVERY (2005)
 DE7556
 DE7556'RECOVERY NOTE BY US POWER SQUADRON 2005 (FEB)
 DE7556'RECOVERED IN GOOD CONDITION
 DE7556
 DE7556                          STATION RECOVERY (2006)
 DE7556
 DE7556'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7556'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M EAST, 1.0 M
 DE7556'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7675 ***********************************************************************
 DE7675  DESIGNATION -  3L14
 DE7675  PID         -  DE7675
 DE7675  STATE/COUNTY-  WI/MANITOWOC
 DE7675  COUNTRY     -  US
 DE7675  USGS QUAD   -  SCHOOL HILL (2018)
 DE7675
 DE7675                         *CURRENT SURVEY CONTROL
 DE7675  ______________________________________________________________________
 DE7675* NAD 83(1986) POSITION- 43 56 58.74   (N) 087 58 43.04   (W)   HD_HELD1
 DE7675* NAVD 88 ORTHO HEIGHT -   279.134 (meters)      915.79  (feet) ADJUSTED
 DE7675  ______________________________________________________________________
 DE7675  GEOID HEIGHT    -        -35.916 (meters)                     GEOID18
 DE7675  DYNAMIC HEIGHT  -        279.080 (meters)      915.62  (feet) COMP
 DE7675  MODELED GRAVITY -    980,418.0   (mgal)                       NAVD 88
 DE7675
 DE7675  VERT ORDER      -  SECOND    CLASS I
 DE7675
 DE7675.The horizontal coordinates were determined by differentially corrected
 DE7675.hand held GPS observations or other comparable positioning techniques
 DE7675.and have an estimated accuracy of +/- 3 meters.
 DE7675
 DE7675.The orthometric height was determined by differential leveling and
 DE7675.adjusted by the WI DEPT OF TRANSP
 DE7675.in May 2012.
 DE7675
 DE7675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7675.GEOID18 height accuracy estimate available here.
 DE7675
 DE7675.Click photographs - Photos may exist for this station.
 DE7675
 DE7675.The dynamic height is computed by dividing the NAVD 88
 DE7675.geopotential number by the normal gravity value computed on the
 DE7675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7675.degrees latitude (g = 980.6199 gals.).
 DE7675
 DE7675.The modeled gravity was interpolated from observed gravity values.
 DE7675
 DE7675;                    North         East    Units  Estimated Accuracy
 DE7675;SPC WI S     -   218,559.3     762,244.7     MT  (+/- 3 meters HH1 GPS) 
 DE7675
 DE7675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2147366746(NAD 83)
 DE7675
 DE7675                          SUPERSEDED SURVEY CONTROL
 DE7675
 DE7675  NAVD 88 (04/20/07)  279.095  (m)          915.66   (f) SUPERSEDED  2 1
 DE7675  NAVD 88 (05/16/03)  279.122  (m)          915.75   (f) SUPERSEDED  2 1
 DE7675
 DE7675.Superseded values are not recommended for survey control.
 DE7675
 DE7675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7675.See file dsdata.pdf to determine how the superseded data were derived.
 DE7675
 DE7675_MARKER: DD = SURVEY DISK
 DE7675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7675_STAMPING: 3L14 2001
 DE7675_MARK LOGO: WIDT
 DE7675_PROJECTION: FLUSH
 DE7675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7675+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 DE7675
 DE7675  HISTORY     - Date     Condition        Report By
 DE7675  HISTORY     - 2000     MONUMENTED       WIDT
 DE7675  HISTORY     - 20030622 GOOD             USPSQD
 DE7675  HISTORY     - 20060417 GOOD             WIDT
 DE7675
 DE7675                          STATION DESCRIPTION
 DE7675
 DE7675'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7675'THE STATION IS LOCATED ABOUT 30 KM SOUTHWEST OF MANITOWOC AND 9 KM
 DE7675'EAST OF NEW HOLSTEIN.  OWNERSHIP--MANITOWOC COUNTY.  TO REACH THE
 DE7675'STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 67
 DE7675'ABOUT 11 KM EAST OF THE CITY OF CHILTON, GO SOUTH ON STATE HIGHWAY 67
 DE7675'FOR 8.4 KM TO COUNTY HIGHWAY X, TURN LEFT AND GO EAST ON COUNTY
 DE7675'HIGHWAY X FOR 3.2 KM TO LAX CHAPEL ROAD, CONTINUE EAST ON COUNTY
 DE7675'HIGHWAY X FOR 0.2 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DE7675'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7675'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7675'A DEPTH OF 2.4 M AND ABOUT 0.5 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DE7675'STATION IS 10.6 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY X, 54.7 M
 DE7675'NORTHWEST OF POWER POLE --1167--, 24.7 M NORTHEAST OF POWER POLE
 DE7675'--1165--, 8.0 M EAST OF A METAL POST FOR A --UNDERGROUND TELEPHONE--
 DE7675'WARNING SIGN, 5.1 M WEST OF A WOOD POST FOR A LINE FENCE, AND 0.9 M
 DE7675'SOUTH OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO
 DE7675'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7675'HORIZON.
 DE7675
 DE7675                          STATION RECOVERY (2003)
 DE7675
 DE7675'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7675'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14 FEET
 DE7675'EAST OF THE CENTER OF A FIELD ROAD.
 DE7675
 DE7675                          STATION RECOVERY (2006)
 DE7675
 DE7675'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7675'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M SOUTH, 1.0 M
 DE7675'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7675'NOTE-- A LARGE CHIP HAS BEEN REMOVED FROM THE SOUTH EDGE OF THE
 DE7675'CONCRETE POST APPARENTLY BY RECENT MOWING OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7754 ***********************************************************************
 DE7754  DESIGNATION -  3L15
 DE7754  PID         -  DE7754
 DE7754  STATE/COUNTY-  WI/MANITOWOC
 DE7754  COUNTRY     -  US
 DE7754  USGS QUAD   -  SCHOOL HILL (2018)
 DE7754
 DE7754                         *CURRENT SURVEY CONTROL
 DE7754  ______________________________________________________________________
 DE7754* NAD 83(1986) POSITION- 43 56 59.11   (N) 087 57 06.48   (W)   HD_HELD1
 DE7754* NAVD 88 ORTHO HEIGHT -   267.649 (meters)      878.11  (feet) ADJUSTED
 DE7754  ______________________________________________________________________
 DE7754  GEOID HEIGHT    -        -35.918 (meters)                     GEOID18
 DE7754  DYNAMIC HEIGHT  -        267.597 (meters)      877.94  (feet) COMP
 DE7754  MODELED GRAVITY -    980,418.7   (mgal)                       NAVD 88
 DE7754
 DE7754  VERT ORDER      -  SECOND    CLASS I
 DE7754
 DE7754.The horizontal coordinates were determined by differentially corrected
 DE7754.hand held GPS observations or other comparable positioning techniques
 DE7754.and have an estimated accuracy of +/- 3 meters.
 DE7754
 DE7754.The orthometric height was determined by differential leveling and
 DE7754.adjusted by the WI DEPT OF TRANSP
 DE7754.in May 2012.
 DE7754
 DE7754.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7754.GEOID18 height accuracy estimate available here.
 DE7754
 DE7754.Click photographs - Photos may exist for this station.
 DE7754
 DE7754.The dynamic height is computed by dividing the NAVD 88
 DE7754.geopotential number by the normal gravity value computed on the
 DE7754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7754.degrees latitude (g = 980.6199 gals.).
 DE7754
 DE7754.The modeled gravity was interpolated from observed gravity values.
 DE7754
 DE7754;                    North         East    Units  Estimated Accuracy
 DE7754;SPC WI S     -   218,623.2     764,396.8     MT  (+/- 3 meters HH1 GPS) 
 DE7754
 DE7754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2362566732(NAD 83)
 DE7754
 DE7754                          SUPERSEDED SURVEY CONTROL
 DE7754
 DE7754  NAVD 88 (04/20/07)  267.610  (m)          877.98   (f) SUPERSEDED  2 1
 DE7754  NAVD 88 (05/16/03)  267.638  (m)          878.08   (f) SUPERSEDED  2 1
 DE7754
 DE7754.Superseded values are not recommended for survey control.
 DE7754
 DE7754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7754.See file dsdata.pdf to determine how the superseded data were derived.
 DE7754
 DE7754_MARKER: DD = SURVEY DISK
 DE7754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7754_STAMPING: 3L15 2001
 DE7754_MARK LOGO: WIDT
 DE7754_PROJECTION: FLUSH
 DE7754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7754+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 DE7754
 DE7754  HISTORY     - Date     Condition        Report By
 DE7754  HISTORY     - 2000     MONUMENTED       WIDT
 DE7754  HISTORY     - 20030622 GOOD             USPSQD
 DE7754  HISTORY     - 20060417 GOOD             WIDT
 DE7754
 DE7754                          STATION DESCRIPTION
 DE7754
 DE7754'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7754'THE STATION IS LOCATED ABOUT 43 KM NORTHEAST OF FOND DU LAC, 29 KM
 DE7754'NORTHWEST OF SHEBOYGAN AND 28 KM SOUTHWEST OF MANITOWOC
 DE7754'OWNERSHIP--MANITOWOC COUNTY. TO REACH THE STATION FROM THE JUNCTION
 DE7754'OF US HIGHWAY 151 WITH STATE HIGHWAY 67 ABOUT 11 KM EAST OF THE CITY
 DE7754'OF CHILTON, GO SOUTH ON STATE HIGHWAY 67 FOR 8.3 KM TO COUNTY HIGHWAY
 DE7754'X, TURN LEFT AND GO EAST ON COUNTY HIGHWAY X FOR 5.4 KM TO LOUIS
 DE7754'CORNERS ROAD ON THE RIGHT, CONTINUE EAST ON COUNTY HIGHWAY X FOR 40 M
 DE7754'TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DE7754'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7754'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.5 M BELOW
 DE7754'THE HIGHWAY PAVEMENT. THE STATION IS 9.4 M NORTH OF THE CENTERLINE OF
 DE7754'COUNTY HIGHWAY X, 41.0 M EAST OF EXTENDED CENTERLINE OF LOUIS CORNERS
 DE7754'ROAD, 24.4 M NORTHWEST OF A WOOD POST FOR A --DEER CROSSING NEXT 2
 DE7754'MILES-- SIGN, 1 M SOUTH OF A CULTIVATED FIELD AND 0.3 M NORTH OF A
 DE7754'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7754'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7754
 DE7754                          STATION RECOVERY (2003)
 DE7754
 DE7754'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7754'RECOVERED IN GOOD CONDITION.
 DE7754
 DE7754                          STATION RECOVERY (2006)
 DE7754
 DE7754'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7754'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M SOUTH (NOT
 DE7754'NORTH), 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC
 DE7754'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7676 ***********************************************************************
 DE7676  DESIGNATION -  3L16
 DE7676  PID         -  DE7676
 DE7676  STATE/COUNTY-  WI/MANITOWOC
 DE7676  COUNTRY     -  US
 DE7676  USGS QUAD   -  SCHOOL HILL (2018)
 DE7676
 DE7676                         *CURRENT SURVEY CONTROL
 DE7676  ______________________________________________________________________
 DE7676* NAD 83(1986) POSITION- 43 56 57.01   (N) 087 54 43.07   (W)   HD_HELD1
 DE7676* NAVD 88 ORTHO HEIGHT -   277.749 (meters)      911.25  (feet) ADJUSTED
 DE7676  ______________________________________________________________________
 DE7676  GEOID HEIGHT    -        -35.923 (meters)                     GEOID18
 DE7676  DYNAMIC HEIGHT  -        277.696 (meters)      911.07  (feet) COMP
 DE7676  MODELED GRAVITY -    980,419.8   (mgal)                       NAVD 88
 DE7676
 DE7676  VERT ORDER      -  SECOND    CLASS I
 DE7676
 DE7676.The horizontal coordinates were determined by differentially corrected
 DE7676.hand held GPS observations or other comparable positioning techniques
 DE7676.and have an estimated accuracy of +/- 3 meters.
 DE7676
 DE7676.The orthometric height was determined by differential leveling and
 DE7676.adjusted by the WI DEPT OF TRANSP
 DE7676.in May 2012.
 DE7676
 DE7676.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7676.GEOID18 height accuracy estimate available here.
 DE7676
 DE7676.Click photographs - Photos may exist for this station.
 DE7676
 DE7676.The dynamic height is computed by dividing the NAVD 88
 DE7676.geopotential number by the normal gravity value computed on the
 DE7676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7676.degrees latitude (g = 980.6199 gals.).
 DE7676
 DE7676.The modeled gravity was interpolated from observed gravity values.
 DE7676
 DE7676;                    North         East    Units  Estimated Accuracy
 DE7676;SPC WI S     -   218,637.7     767,595.2     MT  (+/- 3 meters HH1 GPS) 
 DE7676
 DE7676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2682166631(NAD 83)
 DE7676
 DE7676                          SUPERSEDED SURVEY CONTROL
 DE7676
 DE7676  NAVD 88 (04/20/07)  277.709  (m)          911.12   (f) SUPERSEDED  2 1
 DE7676  NAVD 88 (05/16/03)  277.740  (m)          911.22   (f) SUPERSEDED  2 1
 DE7676
 DE7676.Superseded values are not recommended for survey control.
 DE7676
 DE7676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7676.See file dsdata.pdf to determine how the superseded data were derived.
 DE7676
 DE7676_MARKER: DD = SURVEY DISK
 DE7676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7676_STAMPING: 3L16 2001
 DE7676_MARK LOGO: WIDT
 DE7676_PROJECTION: FLUSH
 DE7676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7676+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 DE7676
 DE7676  HISTORY     - Date     Condition        Report By
 DE7676  HISTORY     - 2000     MONUMENTED       WIDT
 DE7676  HISTORY     - 20030622 GOOD             USPSQD
 DE7676  HISTORY     - 20060417 GOOD             WIDT
 DE7676
 DE7676                          STATION DESCRIPTION
 DE7676
 DE7676'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7676'THE STATION IS LOCATED ABOUT 26 KM SOUTHWEST OF MANITOWOC AND 14 KM
 DE7676'EAST OF NEW HOLSTEIN.  OWNERSHIP--TOWN OF MEEME.  TO REACH THE
 DE7676'STATION FROM THE JUNCTION US HIGHWAY 151 WITH STATE HIGHWAY 67 ABOUT
 DE7676'11 KM EAST OF THE CITY OF CHILTON, GO SOUTH ON STATE HIGHWAY 67 FOR
 DE7676'8.4 KM TO COUNTY HIGHWAY X, TURN LEFT AND GO EAST ON COUNTY HIGHWAY X
 DE7676'FOR 8.0 KM TO COUNTY HIGHWAY A, CONTINUE EAST ON COUNTY HIGHWAY X FOR
 DE7676'0.9 KM TO MORAINE ROAD AND THE STATION ON THE RIGHT.  THE STATION IS
 DE7676'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7676'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7676'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DE7676'STATION IS 7.8 M WEST THE CENTERLINE OF MORAINE ROAD, 70 M SOUTH OF
 DE7676'THE CENTERLINE OF COUNTY HIGHWAY X, 57.8 M SOUTHWEST OF A WOOD POST
 DE7676'FOR A --STOP-- SIGN, 2 M EAST OF A CULTIVATED FIELD AND 1.0 M EAST OF
 DE7676'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7676'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7676
 DE7676                          STATION RECOVERY (2003)
 DE7676
 DE7676'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7676'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC
 DE7676'WITNESS POST PRESENT.  THE MARK IS ENCIRCLED WITH PINK PAINT.
 DE7676
 DE7676                          STATION RECOVERY (2006)
 DE7676
 DE7676'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7676'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M EAST, 1.0 M
 DE7676'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7676'NOTE-- THE STATION IS 0.8 M (NOT 2.0 M) EAST OF A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7677 ***********************************************************************
 DE7677  DESIGNATION -  3L17
 DE7677  PID         -  DE7677
 DE7677  STATE/COUNTY-  WI/MANITOWOC
 DE7677  COUNTRY     -  US
 DE7677  USGS QUAD   -  CLEVELAND WEST (2018)
 DE7677
 DE7677                         *CURRENT SURVEY CONTROL
 DE7677  ______________________________________________________________________
 DE7677* NAD 83(1986) POSITION- 43 56 59.02   (N) 087 51 23.73   (W)   HD_HELD1
 DE7677* NAVD 88 ORTHO HEIGHT -   252.239 (meters)      827.55  (feet) ADJUSTED
 DE7677  ______________________________________________________________________
 DE7677  GEOID HEIGHT    -        -35.953 (meters)                     GEOID18
 DE7677  DYNAMIC HEIGHT  -        252.191 (meters)      827.40  (feet) COMP
 DE7677  MODELED GRAVITY -    980,423.7   (mgal)                       NAVD 88
 DE7677
 DE7677  VERT ORDER      -  SECOND    CLASS I
 DE7677
 DE7677.The horizontal coordinates were determined by differentially corrected
 DE7677.hand held GPS observations or other comparable positioning techniques
 DE7677.and have an estimated accuracy of +/- 3 meters.
 DE7677
 DE7677.The orthometric height was determined by differential leveling and
 DE7677.adjusted by the WI DEPT OF TRANSP
 DE7677.in May 2012.
 DE7677
 DE7677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7677.GEOID18 height accuracy estimate available here.
 DE7677
 DE7677.Click photographs - Photos may exist for this station.
 DE7677
 DE7677.The dynamic height is computed by dividing the NAVD 88
 DE7677.geopotential number by the normal gravity value computed on the
 DE7677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7677.degrees latitude (g = 980.6199 gals.).
 DE7677
 DE7677.The modeled gravity was interpolated from observed gravity values.
 DE7677
 DE7677;                    North         East    Units  Estimated Accuracy
 DE7677;SPC WI S     -   218,812.5     772,037.0     MT  (+/- 3 meters HH1 GPS) 
 DE7677
 DE7677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3126566645(NAD 83)
 DE7677
 DE7677                          SUPERSEDED SURVEY CONTROL
 DE7677
 DE7677  NAVD 88 (04/20/07)  252.198  (m)          827.42   (f) SUPERSEDED  2 1
 DE7677  NAVD 88 (05/16/03)  252.232  (m)          827.53   (f) SUPERSEDED  2 1
 DE7677
 DE7677.Superseded values are not recommended for survey control.
 DE7677
 DE7677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7677.See file dsdata.pdf to determine how the superseded data were derived.
 DE7677
 DE7677_MARKER: DD = SURVEY DISK
 DE7677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7677_STAMPING: 3L17 2001
 DE7677_MARK LOGO: WIDT
 DE7677_PROJECTION: FLUSH
 DE7677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7677+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DE7677
 DE7677  HISTORY     - Date     Condition        Report By
 DE7677  HISTORY     - 2000     MONUMENTED       WIDT
 DE7677  HISTORY     - 20030622 GOOD             USPSQD
 DE7677  HISTORY     - 20060425 GOOD             WIDT
 DE7677
 DE7677                          STATION DESCRIPTION
 DE7677
 DE7677'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7677'THE STATION IS LOCATED ABOUT 22 KM SOUTHWEST OF MANITOWOC AND 18 KM
 DE7677'EAST OF NEW HOLSTEIN.  OWNERSHIP--TOWN OF MEEME.  TO REACH THE
 DE7677'STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY HIGHWAY X
 DE7677'ABOUT 21 KM EAST OF THE CITY OF NEW HOLSTEIN, GO WEST ON COUNTY
 DE7677'HIGHWAY X FOR 2.1 KM TO RUST ROAD AND THE STATION ON THE RIGHT.  THE
 DE7677'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7677'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7677'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DE7677'HIGHWAY PAVEMENT.  THE STATION IS 24.3 M NORTH OF THE CENTERLINE OF
 DE7677'COUNTY HIGHWAY X, 0.8 KM SOUTH OF THE CENTERLINE OF MEEME CREEK ROAD,
 DE7677'17.9 M EAST OF TELEPHONE PEDESTAL --600 1--, 7.8 M EAST OF THE
 DE7677'CENTERLINE OF RUST ROAD, 3 M WEST OF A CULTIVATED FIELD AND 0.6 M
 DE7677'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7677'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7677'HORIZON.
 DE7677
 DE7677                          STATION RECOVERY (2003)
 DE7677
 DE7677'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7677'RECOVERED IN GOOD CONDITION.
 DE7677
 DE7677                          STATION RECOVERY (2006)
 DE7677
 DE7677'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7677'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M WEST, 1.0 M
 DE7677'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7677'NOTE-- TELEPHONE PEDESTAL --600 1-- IN THE 2000 DESCRIPTION IS
 DE7677'NUMBERED --7600 1--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7678 ***********************************************************************
 DE7678  DESIGNATION -  3L18
 DE7678  PID         -  DE7678
 DE7678  STATE/COUNTY-  WI/MANITOWOC
 DE7678  COUNTRY     -  US
 DE7678  USGS QUAD   -  CLEVELAND WEST (2018)
 DE7678
 DE7678                         *CURRENT SURVEY CONTROL
 DE7678  ______________________________________________________________________
 DE7678* NAD 83(1986) POSITION- 43 56 56.95   (N) 087 49 48.51   (W)   HD_HELD1
 DE7678* NAVD 88 ORTHO HEIGHT -   238.844 (meters)      783.61  (feet) ADJUSTED
 DE7678  ______________________________________________________________________
 DE7678  GEOID HEIGHT    -        -35.971 (meters)                     GEOID18
 DE7678  DYNAMIC HEIGHT  -        238.800 (meters)      783.46  (feet) COMP
 DE7678  MODELED GRAVITY -    980,426.6   (mgal)                       NAVD 88
 DE7678
 DE7678  VERT ORDER      -  SECOND    CLASS I
 DE7678
 DE7678.The horizontal coordinates were determined by differentially corrected
 DE7678.hand held GPS observations or other comparable positioning techniques
 DE7678.and have an estimated accuracy of +/- 3 meters.
 DE7678
 DE7678.The orthometric height was determined by differential leveling and
 DE7678.adjusted by the WI DEPT OF TRANSP
 DE7678.in May 2012.
 DE7678
 DE7678.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7678.GEOID18 height accuracy estimate available here.
 DE7678
 DE7678.Click photographs - Photos may exist for this station.
 DE7678
 DE7678.The dynamic height is computed by dividing the NAVD 88
 DE7678.geopotential number by the normal gravity value computed on the
 DE7678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7678.degrees latitude (g = 980.6199 gals.).
 DE7678
 DE7678.The modeled gravity was interpolated from observed gravity values.
 DE7678
 DE7678;                    North         East    Units  Estimated Accuracy
 DE7678;SPC WI S     -   218,803.5     774,161.2     MT  (+/- 3 meters HH1 GPS) 
 DE7678
 DE7678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3338766560(NAD 83)
 DE7678
 DE7678                          SUPERSEDED SURVEY CONTROL
 DE7678
 DE7678  NAVD 88 (04/20/07)  238.804  (m)          783.48   (f) SUPERSEDED  2 1
 DE7678  NAVD 88 (05/16/03)  238.839  (m)          783.59   (f) SUPERSEDED  2 1
 DE7678
 DE7678.Superseded values are not recommended for survey control.
 DE7678
 DE7678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7678.See file dsdata.pdf to determine how the superseded data were derived.
 DE7678
 DE7678_MARKER: DD = SURVEY DISK
 DE7678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7678_STAMPING: 3L18 2001
 DE7678_MARK LOGO: WIDT
 DE7678_PROJECTION: FLUSH
 DE7678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7678+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DE7678
 DE7678  HISTORY     - Date     Condition        Report By
 DE7678  HISTORY     - 2000     MONUMENTED       WIDT
 DE7678  HISTORY     - 20030622 GOOD             USPSQD
 DE7678  HISTORY     - 20051109 GOOD             USPSQD
 DE7678  HISTORY     - 20060425 GOOD             WIDT
 DE7678
 DE7678                          STATION DESCRIPTION
 DE7678
 DE7678'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7678'THE STATION IS LOCATED ABOUT 21 KM SOUTHWEST OF MANITOWOC AND 20 KM
 DE7678'EAST OF NEW HOLSTEIN.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7678'TRANSPORTATION.  THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF
 DE7678'THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY HIGHWAY X.  THE STATION
 DE7678'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7678'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7678'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7678'THE STATION IS 16.4 M EAST OF THE CENTERLINE OF STATE HIGHWAY 42, 87
 DE7678'M NORTH OF A WOOD POST FOR A --NEW HOLSTEIN AND SCHOOL HILL-- SIGN,
 DE7678'51.2 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY X, 2 M WEST OF A
 DE7678'CULTIVATED FIELD AND 0.8 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7678'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7678'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7678
 DE7678                          STATION RECOVERY (2003)
 DE7678
 DE7678'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7678'RECOVERED IN GOOD CONDITION.
 DE7678
 DE7678                          STATION RECOVERY (2005)
 DE7678
 DE7678'RECOVERY NOTE BY US POWER SQUADRON 2005 (FEB)
 DE7678'RECOVERED IN GOOD CONDITION, COULD NOT FIND WITNESS POST
 DE7678
 DE7678                          STATION RECOVERY (2006)
 DE7678
 DE7678'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7678'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 29.0 M SOUTH OF
 DE7678'TELEPHONE PEDESTAL --7310 A-- NEXT TO AN ORANGE --WARNING BURIED
 DE7678'CABLE-- SIGN POST AND 0.8 M WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST
 DE7678'OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7679 ***********************************************************************
 DE7679  DESIGNATION -  3L19
 DE7679  PID         -  DE7679
 DE7679  STATE/COUNTY-  WI/MANITOWOC
 DE7679  COUNTRY     -  US
 DE7679  USGS QUAD   -  CLEVELAND WEST (2018)
 DE7679
 DE7679                         *CURRENT SURVEY CONTROL
 DE7679  ______________________________________________________________________
 DE7679* NAD 83(1986) POSITION- 43 56 59.36   (N) 087 48 23.11   (W)   HD_HELD1
 DE7679* NAVD 88 ORTHO HEIGHT -   228.640 (meters)      750.13  (feet) ADJUSTED
 DE7679  ______________________________________________________________________
 DE7679  GEOID HEIGHT    -        -35.989 (meters)                     GEOID18
 DE7679  DYNAMIC HEIGHT  -        228.598 (meters)      749.99  (feet) COMP
 DE7679  MODELED GRAVITY -    980,429.7   (mgal)                       NAVD 88
 DE7679
 DE7679  VERT ORDER      -  SECOND    CLASS I
 DE7679
 DE7679.The horizontal coordinates were determined by differentially corrected
 DE7679.hand held GPS observations or other comparable positioning techniques
 DE7679.and have an estimated accuracy of +/- 3 meters.
 DE7679
 DE7679.The orthometric height was determined by differential leveling and
 DE7679.adjusted by the WI DEPT OF TRANSP
 DE7679.in May 2012.
 DE7679
 DE7679.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7679.GEOID18 height accuracy estimate available here.
 DE7679
 DE7679.Click photographs - Photos may exist for this station.
 DE7679
 DE7679.The dynamic height is computed by dividing the NAVD 88
 DE7679.geopotential number by the normal gravity value computed on the
 DE7679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7679.degrees latitude (g = 980.6199 gals.).
 DE7679
 DE7679.The modeled gravity was interpolated from observed gravity values.
 DE7679
 DE7679;                    North         East    Units  Estimated Accuracy
 DE7679;SPC WI S     -   218,927.7     776,062.8     MT  (+/- 3 meters HH1 GPS) 
 DE7679
 DE7679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3529166615(NAD 83)
 DE7679
 DE7679                          SUPERSEDED SURVEY CONTROL
 DE7679
 DE7679  NAVD 88 (04/20/07)  228.599  (m)          750.00   (f) SUPERSEDED  2 1
 DE7679  NAVD 88 (05/16/03)  228.637  (m)          750.12   (f) SUPERSEDED  2 1
 DE7679
 DE7679.Superseded values are not recommended for survey control.
 DE7679
 DE7679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7679.See file dsdata.pdf to determine how the superseded data were derived.
 DE7679
 DE7679_MARKER: DD = SURVEY DISK
 DE7679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7679_STAMPING: 3L19 2001
 DE7679_MARK LOGO: WIDT
 DE7679_PROJECTION: FLUSH
 DE7679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7679+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DE7679
 DE7679  HISTORY     - Date     Condition        Report By
 DE7679  HISTORY     - 2000     MONUMENTED       WIDT
 DE7679  HISTORY     - 20030622 GOOD             USPSQD
 DE7679  HISTORY     - 20051109 GOOD             USPSQD
 DE7679  HISTORY     - 20060425 GOOD             WIDT
 DE7679
 DE7679                          STATION DESCRIPTION
 DE7679
 DE7679'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7679'THE STATION IS LOCATED ABOUT 22 KM EAST OF NEW HOLSTEIN AND 20 KM
 DE7679'SOUTH-SOUTHWEST OF MANITOWOC.  OWNERSHIP--MANITOWOC COUNTY. TO REACH
 DE7679'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY HIGHWAY
 DE7679'X ABOUT 21 KM EAST OF THE CITY OF NEW HOLSTEIN, GO EAST ON COUNTY
 DE7679'HIGHWAY X FOR 1.9 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 DE7679'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7679'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7679'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DE7679'STATION IS 9.6 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY X, 71 M
 DE7679'EAST OF THE CENTERLINE OF PRIVATE ENTRANCE --10523--, 47.4 M
 DE7679'SOUTHEAST OF POWER POLE --601722-12R8--, 26.5 M SOUTHWEST OF POWER
 DE7679'POLE --1722-12R9--, 1 M NORTH OF A CULTIVATED FIELD, AND 0.6 M NORTH
 DE7679'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7679'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7679'HORIZON.
 DE7679
 DE7679                          STATION RECOVERY (2003)
 DE7679
 DE7679'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7679'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ACROSS
 DE7679'COUNTY HIGHWAY X FROM THE WESTERNMOST FIELD ROAD NEAR RESIDENCE AT
 DE7679'10416 CTH X.
 DE7679
 DE7679                          STATION RECOVERY (2005)
 DE7679
 DE7679'RECOVERY NOTE BY US POWER SQUADRON 2005 (FEB)
 DE7679'RECOVERED IN GOOD CONDITION
 DE7679
 DE7679                          STATION RECOVERY (2006)
 DE7679
 DE7679'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7679'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M NORTH, 1.0 M
 DE7679'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7679'NOTE--A LARGE CHUNK OF CONCRETE HAS BEEN REMOVED FROM THE NORTH EDGE
 DE7679'OF THE CONCRETE POST, APPARENTLY BY RECENT MOWING OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7680 ***********************************************************************
 DE7680  DESIGNATION -  3L20
 DE7680  PID         -  DE7680
 DE7680  STATE/COUNTY-  WI/MANITOWOC
 DE7680  COUNTRY     -  US
 DE7680  USGS QUAD   -  CLEVELAND WEST (2018)
 DE7680
 DE7680                         *CURRENT SURVEY CONTROL
 DE7680  ______________________________________________________________________
 DE7680* NAD 83(1986) POSITION- 43 56 56.45   (N) 087 46 54.29   (W)   HD_HELD1
 DE7680* NAVD 88 ORTHO HEIGHT -   224.919 (meters)      737.92  (feet) ADJUSTED
 DE7680  ______________________________________________________________________
 DE7680  GEOID HEIGHT    -        -36.007 (meters)                     GEOID18
 DE7680  DYNAMIC HEIGHT  -        224.878 (meters)      737.79  (feet) COMP
 DE7680  MODELED GRAVITY -    980,432.7   (mgal)                       NAVD 88
 DE7680
 DE7680  VERT ORDER      -  SECOND    CLASS I
 DE7680
 DE7680.The horizontal coordinates were determined by differentially corrected
 DE7680.hand held GPS observations or other comparable positioning techniques
 DE7680.and have an estimated accuracy of +/- 3 meters.
 DE7680
 DE7680.The orthometric height was determined by differential leveling and
 DE7680.adjusted by the WI DEPT OF TRANSP
 DE7680.in May 2012.
 DE7680
 DE7680.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7680.GEOID18 height accuracy estimate available here.
 DE7680
 DE7680.Click photographs - Photos may exist for this station.
 DE7680
 DE7680.The dynamic height is computed by dividing the NAVD 88
 DE7680.geopotential number by the normal gravity value computed on the
 DE7680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7680.degrees latitude (g = 980.6199 gals.).
 DE7680
 DE7680.The modeled gravity was interpolated from observed gravity values.
 DE7680
 DE7680;                    North         East    Units  Estimated Accuracy
 DE7680;SPC WI S     -   218,890.3     778,045.0     MT  (+/- 3 meters HH1 GPS) 
 DE7680
 DE7680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3727066506(NAD 83)
 DE7680
 DE7680                          SUPERSEDED SURVEY CONTROL
 DE7680
 DE7680  NAVD 88 (04/20/07)  224.877  (m)          737.78   (f) SUPERSEDED  2 1
 DE7680  NAVD 88 (05/16/03)  224.916  (m)          737.91   (f) SUPERSEDED  2 1
 DE7680
 DE7680.Superseded values are not recommended for survey control.
 DE7680
 DE7680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7680.See file dsdata.pdf to determine how the superseded data were derived.
 DE7680
 DE7680_MARKER: DD = SURVEY DISK
 DE7680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7680_STAMPING: 3L20 2001
 DE7680_MARK LOGO: WIDT
 DE7680_PROJECTION: FLUSH
 DE7680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7680+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DE7680
 DE7680  HISTORY     - Date     Condition        Report By
 DE7680  HISTORY     - 2000     MONUMENTED       WIDT
 DE7680  HISTORY     - 20030622 GOOD             USPSQD
 DE7680  HISTORY     - 20051109 GOOD             USPSQD
 DE7680  HISTORY     - 20060425 GOOD             WIDT
 DE7680
 DE7680                          STATION DESCRIPTION
 DE7680
 DE7680'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7680'THE STATION IS LOCATED ABOUT 24 KM EAST OF NEW HOLSTEIN AND 18 KM
 DE7680'SOUTH-SOUTHWEST OF MANITOWOC.  OWNERSHIP--TOWN OF CENTERVILLE. TO
 DE7680'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DE7680'HIGHWAY X ABOUT 21 KM EAST OF THE CITY OF NEW HOLSTEIN, GO EAST ON
 DE7680'COUNTY HIGHWAY X FOR 4.0 KM TO UNION ROAD AND THE STATION ON THE
 DE7680'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7680'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7680'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7680'THE HIGHWAY PAVEMENT.  THE STATION IS 9.1 M EAST OF THE CENTERLINE OF
 DE7680'UNION ROAD, 240 M NORTH OF A WOOD SIGN POST, 116 M SOUTH OF THE
 DE7680'CENTERLINE OF COUNTY HIGHWAY X, 2 M WEST OF A CULTIVATED FIELD, AND
 DE7680'0.5 M WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DE7680'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7680'THE HORIZON.
 DE7680
 DE7680                          STATION RECOVERY (2003)
 DE7680
 DE7680'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7680'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS
 DE7680'POST IS NOT PRESENT.  ADD-- THE STATION IS 18 FEET NORTH OF A FIELD
 DE7680'ENTRANCE.
 DE7680
 DE7680                          STATION RECOVERY (2005)
 DE7680
 DE7680'RECOVERY NOTE BY US POWER SQUADRON 2005 (FEB)
 DE7680'RECOVERED WITH SLIGHT SCRAPE/NICK ACROSS TOP OF DISK, LEGIBLE, SHOULD
 DE7680'CHANGE LOCATION SENTENCE (GO EAST ON COUNTY HIGHWAY X FOR 4.0 KM TO
 DE7680'UNION ROAD AND THE STATION ON THE LEFT) TO READ (RIGHT), WITNESS POST
 DE7680'WAS NOT FOUND, FIELD ENTRANCE WAS SHIFTED NORTH AS TO SURVEY DISK IS 6
 DE7680'FEET FROM NORTHERN EDGE OF FIELD ENTRANCE.
 DE7680
 DE7680                          STATION RECOVERY (2006)
 DE7680
 DE7680'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7680'RECOVERED IN GOOD CONDITION. ADD-- THE STATION IS 0.5 M WEST, 1.0 M
 DE7680'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE1--
 DE7680'THE MONUMENT PROJECTS 25 CM ABOVE GROUND LEVEL.  NOTE2-- THERE ARE
 DE7680'SMALL SCRAPES ACROSS THE TOP OF THE DISK AND SOME CONCRETE HAS BEEN
 DE7680'REMOVED FROM THE NORTH EDGE OF THE CONCRETE POST, APPARENTLY BY RECENT
 DE7680'MOWING OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7681 ***********************************************************************
 DE7681  DESIGNATION -  3L21
 DE7681  PID         -  DE7681
 DE7681  STATE/COUNTY-  WI/MANITOWOC
 DE7681  COUNTRY     -  US
 DE7681  USGS QUAD   -  CLEVELAND WEST (2018)
 DE7681
 DE7681                         *CURRENT SURVEY CONTROL
 DE7681  ______________________________________________________________________
 DE7681* NAD 83(1986) POSITION- 43 57 01.00   (N) 087 45 28.96   (W)   HD_HELD1
 DE7681* NAVD 88 ORTHO HEIGHT -   209.939 (meters)      688.77  (feet) ADJUSTED
 DE7681  ______________________________________________________________________
 DE7681  GEOID HEIGHT    -        -36.029 (meters)                     GEOID18
 DE7681  DYNAMIC HEIGHT  -        209.901 (meters)      688.65  (feet) COMP
 DE7681  MODELED GRAVITY -    980,435.5   (mgal)                       NAVD 88
 DE7681
 DE7681  VERT ORDER      -  SECOND    CLASS I
 DE7681
 DE7681.The horizontal coordinates were determined by differentially corrected
 DE7681.hand held GPS observations or other comparable positioning techniques
 DE7681.and have an estimated accuracy of +/- 3 meters.
 DE7681
 DE7681.The orthometric height was determined by differential leveling and
 DE7681.adjusted by the WI DEPT OF TRANSP
 DE7681.in May 2012.
 DE7681
 DE7681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7681.GEOID18 height accuracy estimate available here.
 DE7681
 DE7681.Click photographs - Photos may exist for this station.
 DE7681
 DE7681.The dynamic height is computed by dividing the NAVD 88
 DE7681.geopotential number by the normal gravity value computed on the
 DE7681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7681.degrees latitude (g = 980.6199 gals.).
 DE7681
 DE7681.The modeled gravity was interpolated from observed gravity values.
 DE7681
 DE7681;                    North         East    Units  Estimated Accuracy
 DE7681;SPC WI S     -   219,081.6     779,943.3     MT  (+/- 3 meters HH1 GPS) 
 DE7681
 DE7681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3917366629(NAD 83)
 DE7681
 DE7681                          SUPERSEDED SURVEY CONTROL
 DE7681
 DE7681  NAVD 88 (04/20/07)  209.897  (m)          688.64   (f) SUPERSEDED  2 1
 DE7681  NAVD 88 (05/16/03)  209.938  (m)          688.77   (f) SUPERSEDED  2 1
 DE7681
 DE7681.Superseded values are not recommended for survey control.
 DE7681
 DE7681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7681.See file dsdata.pdf to determine how the superseded data were derived.
 DE7681
 DE7681_MARKER: DD = SURVEY DISK
 DE7681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7681_STAMPING: 3L21 2001
 DE7681_MARK LOGO: WIDT
 DE7681_PROJECTION: FLUSH
 DE7681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7681+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DE7681
 DE7681  HISTORY     - Date     Condition        Report By
 DE7681  HISTORY     - 2000     MONUMENTED       WIDT
 DE7681  HISTORY     - 20030622 GOOD             USPSQD
 DE7681  HISTORY     - 20060425 GOOD             WIDT
 DE7681
 DE7681                          STATION DESCRIPTION
 DE7681
 DE7681'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7681'THE STATION IS LOCATED ABOUT 26 KM EAST OF NEW HOLSTEIN AND 17 KM
 DE7681'SOUTH-SOUTHWEST OF MANITOWOC.  OWNERSHIP--MANITOWOC COUNTY. TO REACH
 DE7681'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY HIGHWAY
 DE7681'X ABOUT 21 KM EAST OF THE CITY OF NEW HOLSTEIN, GO EAST ON COUNTY
 DE7681'HIGHWAY X FOR 5.5 KM TO WESTVIEW ROAD, CONTINUE EAST ON COUNTY
 DE7681'HIGHWAY X  FOR 0.3 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DE7681'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7681'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7681'A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE
 DE7681'STATION IS 9.7 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY X, 51.6 M
 DE7681'NORTHWEST OF POWER POLE --1723 16W8--, 23.1 M NORTHEAST OF POWER POLE
 DE7681'--1723 16W9--, 3 M SOUTH OF A CULTIVATED FIELD, AND 0.7 M SOUTH OF A
 DE7681'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7681'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7681'EXCEPT FOR POWER LINES TO THE SOUTH EXTENDING TO 20 DEGREES.
 DE7681
 DE7681                          STATION RECOVERY (2003)
 DE7681
 DE7681'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7681'RECOVERED IN GOOD CONDITION.
 DE7681
 DE7681                          STATION RECOVERY (2006)
 DE7681
 DE7681'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7681'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.6 M WEST OF THE
 DE7681'CENTERLINE OF A FIELD ENTRANCE AND 0.7 M SOUTH, 1.0 M NORTHWEST, AND
 DE7681'1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7681'NOTE1-- THE STATION IS NOW 0.5 M SOUTH OF A CULTIVATED FIELD.
 DE7681'NOTE2--A LARGE CHUNK OF CONCRETE HAS BEEN REMOVED FROM THE WEST AND
 DE7681'SOUTH EDGES OF THE CONCRETE POST, APPARENTLY BY RECENT FARMING OR ROAD
 DE7681'MAINTENANCE OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7694 ***********************************************************************
 DE7694  DESIGNATION -  3L22
 DE7694  PID         -  DE7694
 DE7694  STATE/COUNTY-  WI/MANITOWOC
 DE7694  COUNTRY     -  US
 DE7694  USGS QUAD   -  CLEVELAND EAST (2018)
 DE7694
 DE7694                         *CURRENT SURVEY CONTROL
 DE7694  ______________________________________________________________________
 DE7694* NAD 83(1986) POSITION- 43 54 50.54   (N) 087 44 37.73   (W)   HD_HELD1
 DE7694* NAVD 88 ORTHO HEIGHT -   192.953 (meters)      633.05  (feet) ADJUSTED
 DE7694  ______________________________________________________________________
 DE7694  GEOID HEIGHT    -        -36.005 (meters)                     GEOID18
 DE7694  DYNAMIC HEIGHT  -        192.918 (meters)      632.93  (feet) COMP
 DE7694  MODELED GRAVITY -    980,436.2   (mgal)                       NAVD 88
 DE7694
 DE7694  VERT ORDER      -  SECOND    CLASS I
 DE7694
 DE7694.The horizontal coordinates were determined by differentially corrected
 DE7694.hand held GPS observations or other comparable positioning techniques
 DE7694.and have an estimated accuracy of +/- 3 meters.
 DE7694
 DE7694.The orthometric height was determined by differential leveling and
 DE7694.adjusted by the WI DEPT OF TRANSP
 DE7694.in May 2012.
 DE7694
 DE7694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7694.GEOID18 height accuracy estimate available here.
 DE7694
 DE7694.Click photographs - Photos may exist for this station.
 DE7694
 DE7694.The dynamic height is computed by dividing the NAVD 88
 DE7694.geopotential number by the normal gravity value computed on the
 DE7694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7694.degrees latitude (g = 980.6199 gals.).
 DE7694
 DE7694.The modeled gravity was interpolated from observed gravity values.
 DE7694
 DE7694;                    North         East    Units  Estimated Accuracy
 DE7694;SPC WI S     -   215,087.4     781,194.1     MT  (+/- 3 meters HH1 GPS) 
 DE7694
 DE7694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4027962594(NAD 83)
 DE7694
 DE7694                          SUPERSEDED SURVEY CONTROL
 DE7694
 DE7694  NAVD 88 (04/20/07)  192.911  (m)          632.91   (f) SUPERSEDED  2 1
 DE7694  NAVD 88 (05/16/03)  192.956  (m)          633.06   (f) SUPERSEDED  2 1
 DE7694
 DE7694.Superseded values are not recommended for survey control.
 DE7694
 DE7694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7694.See file dsdata.pdf to determine how the superseded data were derived.
 DE7694
 DE7694_MARKER: DD = SURVEY DISK
 DE7694_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7694_SP_SET: BRIDGE ABUTMENT
 DE7694_STAMPING: 3L22 2001
 DE7694_MARK LOGO: WIDT
 DE7694_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7694+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DE7694
 DE7694  HISTORY     - Date     Condition        Report By
 DE7694  HISTORY     - 2001     MONUMENTED       WIDT
 DE7694  HISTORY     - 20031207 GOOD             USPSQD
 DE7694  HISTORY     - 20051109 GOOD             USPSQD
 DE7694  HISTORY     - 20060425 GOOD             WIDT
 DE7694
 DE7694                          STATION DESCRIPTION
 DE7694
 DE7694'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7694'THE STATION IS LOCATED ABOUT  21 KM SOUTH OF MANITOWOC AND 18 KM
 DE7694'NORTH OF SHEBOYGAN. OWNERSHIP--VILLAGE OF CLEVELAND.  TO REACH THE
 DE7694'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH COUNTY
 DE7694'HIGHWAY XX (NORTH AVENUE) ABOUT 16 KM NORTH OF THE CITY OF SHEBOYGAN,
 DE7694'GO EAST ON COUNTY HIGHWAY XX FOR 1.6 KM TO HAZEL STREET ON THE RIGHT,
 DE7694'TURN RIGHT AND GO SOUTH ON HAZEL STREET FOR 0.8 KM TO EAST WASHINGTON
 DE7694'AVENUE, TURN LEFT AND GO EAST ON EAST WASHINGTON AVENUE FOR 0.2 KM TO
 DE7694'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7694'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7694'IN THE SOUTH SIDE OF THE EAST ABUTMENT OF A BRIDGE AND IS LEVEL WITH
 DE7694'THE STREET PAVEMENT.  THE STATION IS 5.8 METERS SOUTH OF THE
 DE7694'CENTERLINE OF EAST WASHINGTON AVENUE AND 38 METERS EAST OF THE
 DE7694'CENTERLINE OF ELM STREET.  ---NOTE---OBSTRUCTION TO 24 DEGREES FROM
 DE7694'345 DEGREES AZIMUTH TO 10 DEGREES AZIMUTH, OBSTRUCTION UP TO 60
 DE7694'DEGREES FROM 65 DEGEES AZIMUTH TO 75 DEGREES AZIMUTH.
 DE7694
 DE7694                          STATION RECOVERY (2003)
 DE7694
 DE7694'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7694'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE EAST
 DE7694'OF THE RAILROAD TRACKS CROSSING WASHINGTON AVE. AND ABOUT 114 FEET
 DE7694'EAST OF THE EXTENDED CENTERLINE  OF ELM STREET.  NOTE-- THE STATION IS
 DE7694'IN MANITOWOC COUNTY, NOT SHEBOYGAN COUNTY.
 DE7694
 DE7694                          STATION RECOVERY (2005)
 DE7694
 DE7694'RECOVERY NOTE BY US POWER SQUADRON 2005 (FEB)
 DE7694'RECOVERED IN GOOD CONDITION, BRIDGE HAS EXTRA ROAD BARICADES LEADING
 DE7694'TO AND FROM BRIDGE ALONG EACH SIDE OF THE ROAD, EXTRA FROM ORIGINAL
 DE7694'CONRETE ONES
 DE7694
 DE7694                          STATION RECOVERY (2006)
 DE7694
 DE7694'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7694'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M NORTHWEST OF
 DE7694'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7511 ***********************************************************************
 DE7511  DESIGNATION -  3L45
 DE7511  PID         -  DE7511
 DE7511  STATE/COUNTY-  WI/SHEBOYGAN
 DE7511  COUNTRY     -  US
 DE7511  USGS QUAD   -  PLYMOUTH SOUTH (2018)
 DE7511
 DE7511                         *CURRENT SURVEY CONTROL
 DE7511  ______________________________________________________________________
 DE7511* NAD 83(1986) POSITION- 43 44 48.06   (N) 087 55 43.76   (W)   HD_HELD1
 DE7511* NAVD 88 ORTHO HEIGHT -   237.711 (meters)      779.89  (feet) ADJUSTED
 DE7511  ______________________________________________________________________
 DE7511  GEOID HEIGHT    -        -35.647 (meters)                     GEOID18
 DE7511  DYNAMIC HEIGHT  -        237.662 (meters)      779.73  (feet) COMP
 DE7511  MODELED GRAVITY -    980,409.5   (mgal)                       NAVD 88
 DE7511
 DE7511  VERT ORDER      -  SECOND    CLASS I
 DE7511
 DE7511.The horizontal coordinates were determined by differentially corrected
 DE7511.hand held GPS observations or other comparable positioning techniques
 DE7511.and have an estimated accuracy of +/- 3 meters.
 DE7511
 DE7511.The orthometric height was determined by differential leveling and
 DE7511.adjusted by the WI DEPT OF TRANSP
 DE7511.in May 2012.
 DE7511
 DE7511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7511.GEOID18 height accuracy estimate available here.
 DE7511
 DE7511.Click photographs - Photos may exist for this station.
 DE7511
 DE7511.The dynamic height is computed by dividing the NAVD 88
 DE7511.geopotential number by the normal gravity value computed on the
 DE7511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7511.degrees latitude (g = 980.6199 gals.).
 DE7511
 DE7511.The modeled gravity was interpolated from observed gravity values.
 DE7511
 DE7511;                    North         East    Units  Estimated Accuracy
 DE7511;SPC WI S     -   196,113.7     766,801.1     MT  (+/- 3 meters HH1 GPS) 
 DE7511
 DE7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2521644157(NAD 83)
 DE7511
 DE7511                          SUPERSEDED SURVEY CONTROL
 DE7511
 DE7511  NAVD 88 (04/20/07)  237.673  (m)          779.77   (f) SUPERSEDED  2 1
 DE7511  NAVD 88 (05/16/03)  237.705  (m)          779.87   (f) SUPERSEDED  2 1
 DE7511
 DE7511.Superseded values are not recommended for survey control.
 DE7511
 DE7511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7511.See file dsdata.pdf to determine how the superseded data were derived.
 DE7511
 DE7511_MARKER: DD = SURVEY DISK
 DE7511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7511_STAMPING: 3L45 2001
 DE7511_MARK LOGO: WIDT
 DE7511_PROJECTION: FLUSH
 DE7511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7511+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 DE7511
 DE7511  HISTORY     - Date     Condition        Report By
 DE7511  HISTORY     - 2000     MONUMENTED       WIDT
 DE7511  HISTORY     - 20031204 GOOD             USPSQD
 DE7511  HISTORY     - 20060512 GOOD             WIDT
 DE7511
 DE7511                          STATION DESCRIPTION
 DE7511
 DE7511'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7511'THE STATION IS LOCATED ABOUT 42 KM EAST OF FOND DU LAC AND 13 KM WEST
 DE7511'OF SHEBOYGAN. OWNERSHIP--SHEBOYGAN COUNTY. TO REACH THE STATION FROM
 DE7511'THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 57 ABOUT 9.0 KM
 DE7511'WEST OF THE CITY OF SHEBOYGAN, GO SOUTH ON STATE HIGHWAY 57 FOR 1.1
 DE7511'KM TO COUNTY HIGHWAY C, TURN LEFT AND GO EAST ON COUNTY HIGHWAY C FOR
 DE7511'1.0 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DE7511'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7511'IN THE TOP OF 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7511'AND ABOUT 1.0 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 9.8 M
 DE7511'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY C, 52 M EAST-NORTHEAST OF
 DE7511'PRIVATE ENTRANCE --W6128-- , 30.3 M NORTHWEST OF POWER POLE --P25
 DE7511'B61-- , 10.5 M NORTH-NORTHWEST OF A 60-CM DIAMETER CULVERT PIPE AND
 DE7511'0.5 M SOUTH OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION
 DE7511'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7511'THE HORIZON.
 DE7511
 DE7511                          STATION RECOVERY (2003)
 DE7511
 DE7511'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7511'RECOVERED IN GOOD CONDITION.
 DE7511
 DE7511                          STATION RECOVERY (2006)
 DE7511
 DE7511'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7511'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M SOUTH, 1.0 M
 DE7511'WEST, AND 1.0 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- THE
 DE7511'STATION IS 10.5 M WEST-NORTHWEST (NOT NORTH-NORTHWEST) OF A 60-CM
 DE7511'DIAMETER CULVERT PIPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7510 ***********************************************************************
 DE7510  DESIGNATION -  3L46
 DE7510  PID         -  DE7510
 DE7510  STATE/COUNTY-  WI/SHEBOYGAN
 DE7510  COUNTRY     -  US
 DE7510  USGS QUAD   -  PLYMOUTH SOUTH (2018)
 DE7510
 DE7510                         *CURRENT SURVEY CONTROL
 DE7510  ______________________________________________________________________
 DE7510* NAD 83(1986) POSITION- 43 44 52.0    (N) 087 53 55.2    (W)   HD_HELD2
 DE7510* NAVD 88 ORTHO HEIGHT -   234.730 (meters)      770.11  (feet) ADJUSTED
 DE7510  ______________________________________________________________________
 DE7510  GEOID HEIGHT    -        -35.671 (meters)                     GEOID18
 DE7510  DYNAMIC HEIGHT  -        234.683 (meters)      769.96  (feet) COMP
 DE7510  MODELED GRAVITY -    980,412.3   (mgal)                       NAVD 88
 DE7510
 DE7510  VERT ORDER      -  SECOND    CLASS I
 DE7510
 DE7510.The horizontal coordinates were established by autonomous hand held GPS
 DE7510.observations and have an estimated accuracy of +/- 10 meters.
 DE7510
 DE7510.The orthometric height was determined by differential leveling and
 DE7510.adjusted by the WI DEPT OF TRANSP
 DE7510.in May 2012.
 DE7510
 DE7510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7510.GEOID18 height accuracy estimate available here.
 DE7510
 DE7510.Click photographs - Photos may exist for this station.
 DE7510
 DE7510.The dynamic height is computed by dividing the NAVD 88
 DE7510.geopotential number by the normal gravity value computed on the
 DE7510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7510.degrees latitude (g = 980.6199 gals.).
 DE7510
 DE7510.The modeled gravity was interpolated from observed gravity values.
 DE7510
 DE7510;                    North         East    Units  Estimated Accuracy
 DE7510;SPC WI S     -   196,296.      769,226.      MT  (+/- 10 meters HH2 GPS)
 DE7510
 DE7510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2764544252(NAD 83)
 DE7510
 DE7510                          SUPERSEDED SURVEY CONTROL
 DE7510
 DE7510  NAVD 88 (04/20/07)  234.693  (m)          769.99   (f) SUPERSEDED  2 1
 DE7510  NAVD 88 (05/16/03)  234.726  (m)          770.10   (f) SUPERSEDED  2 1
 DE7510
 DE7510.Superseded values are not recommended for survey control.
 DE7510
 DE7510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7510.See file dsdata.pdf to determine how the superseded data were derived.
 DE7510
 DE7510_MARKER: DD = SURVEY DISK
 DE7510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7510_STAMPING: 3L46 2001
 DE7510_MARK LOGO: WIDT
 DE7510_PROJECTION: FLUSH
 DE7510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7510+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DE7510
 DE7510  HISTORY     - Date     Condition        Report By
 DE7510  HISTORY     - 20000919 MONUMENTED       WIDT
 DE7510  HISTORY     - 20031206 GOOD             USPSQD
 DE7510  HISTORY     - 20060504 GOOD             WIDT
 DE7510
 DE7510                          STATION DESCRIPTION
 DE7510
 DE7510'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7510'THE STATION IS LOCATED ABOUT 43 KM EAST OF FOND DU LAC AND 12 KM WEST
 DE7510'OF SHEBOYGAN. OWNERSHIP--SHEBOYGAN COUNTY. TO REACH THE STATION FROM
 DE7510'THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 32 ABOUT 1.6 KM
 DE7510'NORTH OF THE CITY OF SHEBOYGAN FALLS, GO WEST ON STATE HIGHWAY 23 FOR
 DE7510'6.3 KM TO COUNTY HIGHWAY M, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY
 DE7510'M FOR 0.8 KM TO COUNTY HIGHWAY C, TURN LEFT AND GO EAST ON COUNTY
 DE7510'HIGHWAY C FOR 0.15 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 DE7510'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7510'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DE7510'1.0 METERS ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 13.0 METERS
 DE7510'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY C, 65.0 METERS SOUTHEAST OF
 DE7510'GREEN POWER PEDESTAL --F20 02--, 31.0 METER SOUTHEAST OF WOODEN
 DE7510'SIGN--JOHNSONVILLE-- --PLANT ENTRANCE--, AND 0.5 METERS NORTH OF A
 DE7510'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7510'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7510
 DE7510                          STATION RECOVERY (2003)
 DE7510
 DE7510'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7510'RECOVERED IN GOOD CONDITION.
 DE7510
 DE7510                          STATION RECOVERY (2006)
 DE7510
 DE7510'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7510'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 29.9 M EAST OF THE
 DE7510'--PROEHL-- CEMETERY MONUMENT AND 0.5 M NORTH, 1.0 M SOUTHEAST, AND 1.0
 DE7510'M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- VISIBLE
 DE7510'OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH QUADRANTS
 DE7510'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7509 ***********************************************************************
 DE7509  DESIGNATION -  3L47
 DE7509  PID         -  DE7509
 DE7509  STATE/COUNTY-  WI/SHEBOYGAN
 DE7509  COUNTRY     -  US
 DE7509  USGS QUAD   -  SHEBOYGAN FALLS (2018)
 DE7509
 DE7509                         *CURRENT SURVEY CONTROL
 DE7509  ______________________________________________________________________
 DE7509* NAD 83(1986) POSITION- 43 44 37.1    (N) 087 52 27.1    (W)   HD_HELD2
 DE7509* NAVD 88 ORTHO HEIGHT -   230.443 (meters)      756.05  (feet) ADJUSTED
 DE7509  ______________________________________________________________________
 DE7509  GEOID HEIGHT    -        -35.683 (meters)                     GEOID18
 DE7509  DYNAMIC HEIGHT  -        230.397 (meters)      755.89  (feet) COMP
 DE7509  MODELED GRAVITY -    980,414.4   (mgal)                       NAVD 88
 DE7509
 DE7509  VERT ORDER      -  SECOND    CLASS I
 DE7509
 DE7509.The horizontal coordinates were established by autonomous hand held GPS
 DE7509.observations and have an estimated accuracy of +/- 10 meters.
 DE7509
 DE7509.The orthometric height was determined by differential leveling and
 DE7509.adjusted by the WI DEPT OF TRANSP
 DE7509.in May 2012.
 DE7509
 DE7509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7509.GEOID18 height accuracy estimate available here.
 DE7509
 DE7509.Click photographs - Photos may exist for this station.
 DE7509
 DE7509.The dynamic height is computed by dividing the NAVD 88
 DE7509.geopotential number by the normal gravity value computed on the
 DE7509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7509.degrees latitude (g = 980.6199 gals.).
 DE7509
 DE7509.The modeled gravity was interpolated from observed gravity values.
 DE7509
 DE7509;                    North         East    Units  Estimated Accuracy
 DE7509;SPC WI S     -   195,886.      771,208.      MT  (+/- 10 meters HH2 GPS)
 DE7509
 DE7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2961143771(NAD 83)
 DE7509
 DE7509                          SUPERSEDED SURVEY CONTROL
 DE7509
 DE7509  NAVD 88 (04/20/07)  230.405  (m)          755.92   (f) SUPERSEDED  2 1
 DE7509  NAVD 88 (05/16/03)  230.439  (m)          756.03   (f) SUPERSEDED  2 1
 DE7509
 DE7509.Superseded values are not recommended for survey control.
 DE7509
 DE7509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7509.See file dsdata.pdf to determine how the superseded data were derived.
 DE7509
 DE7509_MARKER: DD = SURVEY DISK
 DE7509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7509_STAMPING: 3L47 2001
 DE7509_MARK LOGO: WIDT
 DE7509_PROJECTION: FLUSH
 DE7509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7509+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DE7509
 DE7509  HISTORY     - Date     Condition        Report By
 DE7509  HISTORY     - 20000919 MONUMENTED       WIDT
 DE7509  HISTORY     - 20031206 GOOD             USPSQD
 DE7509  HISTORY     - 20060504 GOOD             WIDT
 DE7509
 DE7509                          STATION DESCRIPTION
 DE7509
 DE7509'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7509'THE STATION IS LOCATED ABOUT 9 KM EAST OF PLYMOUTH AND 11 KM WEST OF
 DE7509'SHEBOYGAN. OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE STATION FROM
 DE7509'THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 32 ABOUT 1.6 KM
 DE7509'NORTH OF THE CITY OF SHEBOYGAN FALLS, GO WEST ON STATE HIGHWAY 23 FOR
 DE7509'4.7 KM TO BRIDGEWOOD ROAD, TURN LEFT AND GO SOUTH ON BRIDGEWOOD ROAD
 DE7509'FOR 1.0 KM TO COUNTY ROAD C, TURN LEFT AND GO EAST ON COUNTY ROAD C
 DE7509'FOR 0.5 KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE
 DE7509'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7509'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7509'A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE
 DE7509'STATION IS 11.4 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY C, 27.0 M
 DE7509'EAST OF THE TOP OF CENTER OF THE NORTH END OF A 61 CM DIAMETER
 DE7509'CONCRETE CULVERT PIPE, 5 M SOUTH OF A CULTIVATED FIELD, AND 0.5 M
 DE7509'SOUTH OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO
 DE7509'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7509'HORIZON.
 DE7509
 DE7509                          STATION RECOVERY (2003)
 DE7509
 DE7509'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7509'RECOVERED IN GOOD CONDITION.
 DE7509
 DE7509                          STATION RECOVERY (2006)
 DE7509
 DE7509'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7509'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M SOUTH, 1.0 M
 DE7509'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7508 ***********************************************************************
 DE7508  DESIGNATION -  3L48
 DE7508  PID         -  DE7508
 DE7508  STATE/COUNTY-  WI/SHEBOYGAN
 DE7508  COUNTRY     -  US
 DE7508  USGS QUAD   -  SHEBOYGAN FALLS (2018)
 DE7508
 DE7508                         *CURRENT SURVEY CONTROL
 DE7508  ______________________________________________________________________
 DE7508* NAD 83(1986) POSITION- 43 44 24.13   (N) 087 51 00.55   (W)   HD_HELD1
 DE7508* NAVD 88 ORTHO HEIGHT -   219.634 (meters)      720.58  (feet) ADJUSTED
 DE7508  ______________________________________________________________________
 DE7508  GEOID HEIGHT    -        -35.696 (meters)                     GEOID18
 DE7508  DYNAMIC HEIGHT  -        219.591 (meters)      720.44  (feet) COMP
 DE7508  MODELED GRAVITY -    980,416.7   (mgal)                       NAVD 88
 DE7508
 DE7508  VERT ORDER      -  SECOND    CLASS I
 DE7508
 DE7508.The horizontal coordinates were determined by differentially corrected
 DE7508.hand held GPS observations or other comparable positioning techniques
 DE7508.and have an estimated accuracy of +/- 3 meters.
 DE7508
 DE7508.The orthometric height was determined by differential leveling and
 DE7508.adjusted by the WI DEPT OF TRANSP
 DE7508.in May 2012.
 DE7508
 DE7508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7508.GEOID18 height accuracy estimate available here.
 DE7508
 DE7508.Click photographs - Photos may exist for this station.
 DE7508
 DE7508.The dynamic height is computed by dividing the NAVD 88
 DE7508.geopotential number by the normal gravity value computed on the
 DE7508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7508.degrees latitude (g = 980.6199 gals.).
 DE7508
 DE7508.The modeled gravity was interpolated from observed gravity values.
 DE7508
 DE7508;                    North         East    Units  Estimated Accuracy
 DE7508;SPC WI S     -   195,535.7     773,154.3     MT  (+/- 3 meters HH1 GPS) 
 DE7508
 DE7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3154243351(NAD 83)
 DE7508
 DE7508                          SUPERSEDED SURVEY CONTROL
 DE7508
 DE7508  NAVD 88 (04/20/07)  219.596  (m)          720.46   (f) SUPERSEDED  2 1
 DE7508  NAVD 88 (05/16/03)  219.631  (m)          720.57   (f) SUPERSEDED  2 1
 DE7508
 DE7508.Superseded values are not recommended for survey control.
 DE7508
 DE7508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7508.See file dsdata.pdf to determine how the superseded data were derived.
 DE7508
 DE7508_MARKER: DD = SURVEY DISK
 DE7508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7508_STAMPING: 3L48 2001
 DE7508_MARK LOGO: WIDT
 DE7508_PROJECTION: FLUSH
 DE7508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7508+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DE7508
 DE7508  HISTORY     - Date     Condition        Report By
 DE7508  HISTORY     - 20000919 MONUMENTED       WIDT
 DE7508  HISTORY     - 20031206 GOOD             USPSQD
 DE7508  HISTORY     - 20060504 GOOD             WIDT
 DE7508
 DE7508                          STATION DESCRIPTION
 DE7508
 DE7508'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7508'THE STATION IS LOCATED ABOUT 10 KM EAST OF PLYMOUTH AND 9 KM WEST OF
 DE7508'SHEBOYGAN. OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE STATION FROM
 DE7508'THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 32    ABOUT 1.6 KM
 DE7508'NORTH OF THE CITY OF SHEBOYGAN FALLS, GO WEST ON STATE HIGHWAY 23 FOR
 DE7508'2.6 KM TO COUNTY HIGHWAY TT, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY
 DE7508'TT FOR 1.1 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DE7508'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7508'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7508'A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE
 DE7508'STATION IS 8.8 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY TT, 57.0 M
 DE7508'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY C, 46.0 M NORTH OF A WOOD
 DE7508'POST FOR A --STOP-- SIGN, 29.3 M NORTHEAST OF POWER POLE
 DE7508'--15-22-27--, AND 0.5 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7508'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7508'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7508
 DE7508                          STATION RECOVERY (2003)
 DE7508
 DE7508'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7508'RECOVERED IN GOOD CONDITION.
 DE7508
 DE7508                          STATION RECOVERY (2006)
 DE7508
 DE7508'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7508'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M WEST, 1.0 M
 DE7508'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7740 ***********************************************************************
 DE7740  DESIGNATION -  3L49
 DE7740  PID         -  DE7740
 DE7740  STATE/COUNTY-  WI/SHEBOYGAN
 DE7740  COUNTRY     -  US
 DE7740  USGS QUAD   -  SHEBOYGAN FALLS (2018)
 DE7740
 DE7740                         *CURRENT SURVEY CONTROL
 DE7740  ______________________________________________________________________
 DE7740* NAD 83(1986) POSITION- 43 43 21.8    (N) 087 49 38.6    (W)   HD_HELD2
 DE7740* NAVD 88 ORTHO HEIGHT -   207.903 (meters)      682.10  (feet) ADJUSTED
 DE7740  ______________________________________________________________________
 DE7740  GEOID HEIGHT    -        -35.685 (meters)                     GEOID18
 DE7740  DYNAMIC HEIGHT  -        207.862 (meters)      681.96  (feet) COMP
 DE7740  MODELED GRAVITY -    980,418.0   (mgal)                       NAVD 88
 DE7740
 DE7740  VERT ORDER      -  SECOND    CLASS I
 DE7740
 DE7740.The horizontal coordinates were established by autonomous hand held GPS
 DE7740.observations and have an estimated accuracy of +/- 10 meters.
 DE7740
 DE7740.The orthometric height was determined by differential leveling and
 DE7740.adjusted by the WI DEPT OF TRANSP
 DE7740.in May 2012.
 DE7740
 DE7740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7740.GEOID18 height accuracy estimate available here.
 DE7740
 DE7740.Click photographs - Photos may exist for this station.
 DE7740
 DE7740.The dynamic height is computed by dividing the NAVD 88
 DE7740.geopotential number by the normal gravity value computed on the
 DE7740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7740.degrees latitude (g = 980.6199 gals.).
 DE7740
 DE7740.The modeled gravity was interpolated from observed gravity values.
 DE7740
 DE7740;                    North         East    Units  Estimated Accuracy
 DE7740;SPC WI S     -   193,660.      775,037.      MT  (+/- 10 meters HH2 GPS)
 DE7740
 DE7740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3335641409(NAD 83)
 DE7740
 DE7740                          SUPERSEDED SURVEY CONTROL
 DE7740
 DE7740  NAVD 88 (04/20/07)  207.865  (m)          681.97   (f) SUPERSEDED  2 1
 DE7740  NAVD 88 (05/16/03)  207.901  (m)          682.09   (f) SUPERSEDED  2 1
 DE7740
 DE7740.Superseded values are not recommended for survey control.
 DE7740
 DE7740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7740.See file dsdata.pdf to determine how the superseded data were derived.
 DE7740
 DE7740_MARKER: DD = SURVEY DISK
 DE7740_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7740_SP_SET: RR BRIDGE ABUTMENT
 DE7740_STAMPING: 3L49 2001
 DE7740_MARK LOGO: WIDT
 DE7740_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7740+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 DE7740
 DE7740  HISTORY     - Date     Condition        Report By
 DE7740  HISTORY     - 2001     MONUMENTED       WIDT
 DE7740  HISTORY     - 20031206 GOOD             USPSQD
 DE7740  HISTORY     - 20060427 GOOD             WIDT
 DE7740
 DE7740                          STATION DESCRIPTION
 DE7740
 DE7740'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7740'THE STATION IS LOCATED ABOUT 10 KM WEST-SOUTHWEST OF SHEBOYGAN AND 10
 DE7740'KM EAST-SOUTHEAST OF PLYMOUTH.   OWNERSHIP--UNION PACIFIC RAILROAD. TO
 DE7740'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DE7740'HIGHWAY 28 IN THE CITY OF SHEBOYGAN FALLS, GO WEST ON STATE HIGHWAY
 DE7740'28 FOR 1.1 KM TO COUNTY HIGHWAY PPP ON THE RIGHT, TURN RIGHT AND GO
 DE7740'NORHTEAST ON COUTNY HIGHWAY PPP FOR 1.1 KM TO COUNTY HIGHWAY PP, TURN
 DE7740'LEFT AND GO WEST ON COUNTY HIGHWAY PP FOR 0.3 KM TO BRIDGE --SCB 59
 DE7740'B14-- OVER THE MULLET RIVER AND THE STATION ON THE RIGHT.  THE
 DE7740'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7740'SURVEY CONTROL STATION DISK SET IN THE SOUTH END OF THE EAST ABUTMENT
 DE7740'OF A RAILROAD BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7740'THE STATION IS 11.4 METERS NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DE7740'PP AND 2.6 METERS SOUTH OF THE SOUTHERNMOST RAIL OF THE RAILROAD
 DE7740'TRACK. ---NOTE---THIS STATION HAS OBSTRUCTIONS EXTENDING UP TO 40
 DE7740'DEGREES IN ALL QUADRANTS.
 DE7740
 DE7740                          STATION RECOVERY (2003)
 DE7740
 DE7740'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7740'RECOVERED IN GOOD CONDITION.
 DE7740
 DE7740                          STATION RECOVERY (2006)
 DE7740
 DE7740'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7740'RECOVERED IN GOOD CONDITION. AN ADDITIONAL TO REACH FOLLOWS-- TO REACH
 DE7740'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY HIGHWAY
 DE7740'PP IN THE CITY OF SHEBOYGAN FALLS, GO SOUTHWEST ON COUNTY HIGHWAY PP
 DE7740'FOR 0.5 MILE TO COUNTY HIGHWAY PPP CURVING LEFT AND COUNTY HIGHWAY PP
 DE7740'CURVING RIGHT, CONTINUE SOUTHWEST ON COUNTY HIGHWAY PP FOR 0.25 MILE
 DE7740'TO A BRIDGE AND A RAILROAD BRIDGE ON THE RIGHT AND THE STATION ON THE
 DE7740'RIGHT.
 DE7740'ADD-- THE STATION IS 1.1 M NORTHEAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7725 ***********************************************************************
 DE7725  DESIGNATION -  3L50
 DE7725  PID         -  DE7725
 DE7725  STATE/COUNTY-  WI/SHEBOYGAN
 DE7725  COUNTRY     -  US
 DE7725  USGS QUAD   -  HOWARDS GROVE (2018)
 DE7725
 DE7725                         *CURRENT SURVEY CONTROL
 DE7725  ______________________________________________________________________
 DE7725* NAD 83(2011) POSITION- 43 45 40.56982(N) 087 51 01.15690(W)   NO CHECK
 DE7725* NAD 83(2011) ELLIP HT-   189.706 (meters)        (06/27/12)   NO CHECK
 DE7725* NAD 83(2011) EPOCH   -  2010.00
 DE7725* NAVD 88 ORTHO HEIGHT -   225.394 (meters)      739.48  (feet) ADJUSTED
 DE7725  ______________________________________________________________________
 DE7725  GEOID HEIGHT    -        -35.729 (meters)                     GEOID18
 DE7725  NAD 83(2011) X  -    173,071.902 (meters)                     COMP
 DE7725  NAD 83(2011) Y  - -4,610,752.489 (meters)                     COMP
 DE7725  NAD 83(2011) Z  -  4,389,103.761 (meters)                     COMP
 DE7725  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 DE7725  DYNAMIC HEIGHT  -        225.350 (meters)      739.34  (feet) COMP
 DE7725  MODELED GRAVITY -    980,417.6   (mgal)                       NAVD 88
 DE7725
 DE7725  VERT ORDER      -  SECOND    CLASS I
 DE7725
 DE7725  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7725  Standards:
 DE7725         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7725            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7725  -------------------------------------------------------------------
 DE7725  NETWORK    0.57   0.59           0.26   0.20   0.30      0.01911656
 DE7725  -------------------------------------------------------------------
 DE7725  Click here for local accuracies and other accuracy information.
 DE7725
 DE7725.The horizontal coordinates were established by GPS observations
 DE7725.and adjusted by the National Geodetic Survey in June 2012.
 DE7725
 DE7725.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7725.been affixed to the stable North American tectonic plate. See 
 DE7725.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7725
 DE7725.The horizontal coordinates are valid at the epoch date displayed above
 DE7725.which is a decimal equivalence of Year/Month/Day.
 DE7725
 DE7725.No horizontal observational check was made to the station.
 DE7725
 DE7725.The orthometric height was determined by differential leveling and
 DE7725.adjusted by the WI DEPT OF TRANSP
 DE7725.in May 2012.
 DE7725
 DE7725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7725.GEOID18 height accuracy estimate available here.
 DE7725
 DE7725.Click photographs - Photos may exist for this station.
 DE7725
 DE7725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7725
 DE7725.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7725
 DE7725.The ellipsoidal height was determined by GPS observations
 DE7725.and is referenced to NAD 83.
 DE7725
 DE7725.The dynamic height is computed by dividing the NAVD 88
 DE7725.geopotential number by the normal gravity value computed on the
 DE7725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7725.degrees latitude (g = 980.6199 gals.).
 DE7725
 DE7725.The modeled gravity was interpolated from observed gravity values.
 DE7725
 DE7725. The following values were computed from the NAD 83(2011) position.
 DE7725
 DE7725;                    North         East     Units Scale Factor Converg.
 DE7725;SPC WI S     -   197,893.664   773,079.936   MT  0.99995226   +1 28 37.4
 DE7725;SPC WI S     -   649,256.13  2,536,346.42   sFT  0.99995226   +1 28 37.4
 DE7725;UTM  16      - 4,845,709.423   431,553.369   MT  0.99965762   -0 35 17.3
 DE7725
 DE7725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7725!SPC WI S     -   0.99997025  x   0.99995226  =   0.99992251
 DE7725!UTM  16      -   0.99997025  x   0.99965762  =   0.99962788
 DE7725
 DE7725:                Primary Azimuth Mark                     Grid Az
 DE7725:SPC WI S     -  SBM A                                    343 31 57.1
 DE7725:UTM  16      -  SBM A                                    345 35 51.8
 DE7725
 DE7725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3155345709(NAD 83)
 DE7725
 DE7725|---------------------------------------------------------------------|
 DE7725| PID    Reference Object                     Distance      Geod. Az  |
 DE7725|                                                           dddmmss.s |
 DE7725| DG5552 SBM A                               APPROX. 0.5 KM 3450034.5 |
 DE7725|---------------------------------------------------------------------|
 DE7725
 DE7725                          SUPERSEDED SURVEY CONTROL
 DE7725
 DE7725  NAD 83(2007)-  43 45 40.56987(N)    087 51 01.15771(W) AD(2002.00) 0
 DE7725  ELLIP H (02/10/07)  189.744  (m)                       GP(2002.00)    
 DE7725  NAD 83(1997)-  43 45 40.57004(N)    087 51 01.15759(W) AD(       ) 1
 DE7725  ELLIP H (05/19/04)  189.766  (m)                       GP(       ) 4 1
 DE7725  NAVD 88 (04/20/07)  225.356  (m)          739.36   (f) SUPERSEDED  2 1
 DE7725  NAVD 88             225.39   (m)          739.5    (f) LEVELING    3  
 DE7725  NAVD 88 (05/16/03)  225.392  (m)          739.47   (f) SUPERSEDED  2 1
 DE7725
 DE7725.Superseded values are not recommended for survey control.
 DE7725
 DE7725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7725.See file dsdata.pdf to determine how the superseded data were derived.
 DE7725
 DE7725_MARKER: DB = BENCH MARK DISK
 DE7725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7725_STAMPING: 3L50 2001
 DE7725_MARK LOGO: WIDT
 DE7725_PROJECTION: FLUSH
 DE7725_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7725+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2013
 DE7725
 DE7725  HISTORY     - Date     Condition        Report By
 DE7725  HISTORY     - 2001     MONUMENTED       WIDT
 DE7725  HISTORY     - 20031206 GOOD             USPSQD
 DE7725  HISTORY     - 20040220 GOOD             AME
 DE7725  HISTORY     - 20060504 GOOD             WIDT
 DE7725  HISTORY     - 20110713 GOOD             WOOLPT
 DE7725  HISTORY     - 20131112 GOOD             WATER
 DE7725
 DE7725                          STATION DESCRIPTION
 DE7725
 DE7725'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7725'THE STATION IS LOCATED ABOUT 41 KM SOUTH-SOUTHWEST OF MANITOWOC, AND
 DE7725'6 KM WEST OF SHEBOYGAN. OWNERSHIP--SHEBOYGAN COUNTY. TO REACH THE
 DE7725'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 32
 DE7725'ABOUT 6 KM WEST OF THE CITY OF SHEBOYGAN, GO WEST ON STATE HIGHWAY 23
 DE7725'FOR 2.4 KM TO COUNTY HIGHWAY TT TURN RIGHT AND GO NORTH ON COUTY
 DE7725'HIGHWAY TT FOR 1.0 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DE7725'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTAION GEODETIC SURVEY CONTROL
 DE7725'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND
 DE7725'ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 11.1 M WEST OF THE
 DE7725'CENTERLINE OF COUNTY HIGHWAY TT, 71.5 M SOUTH OF COUNTY HIGHWAY O,
 DE7725'28.2 M SOUTHWEST OF POWER POLE --15-22-22 27-52--, 4 M NORTH OF THE
 DE7725'CENTERLINE OF A FIELD ENTRANCE, 2 M EAST OF CULTIVATED FIELD, AND 0.7
 DE7725'M EAST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 DE7725'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7725'HORIZION.
 DE7725
 DE7725                          STATION RECOVERY (2003)
 DE7725
 DE7725'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7725'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 71.5 M SOUTH OF OLD
 DE7725'CTH O AND ABOUT 100 FEET SOUTH OF A --STOP AHEAD-- SIGN POST.
 DE7725'NOTE 1-- THERE IS NO WITNESS POST PRESENT.
 DE7725'NOTE 2-- COUNTY HIGHWAY O HAS BEEN REROUTED FURTHER SOUTH AROUND THE
 DE7725'AIRPORT PROPERTY.  NEW DIRECTIONS TO THE STATION FOLLOW-- GO NORTH OF
 DE7725'HIGHWAY 23 FOR 0.5 MILE ON COUNTY ROAD TT TO THE NEW COUNTY ROAD Q.
 DE7725'CONTINUE NORTH ON CTH TT ABOUT 0.1 MILE TO THE STATION ON THE LEFT.
 DE7725
 DE7725                          STATION RECOVERY (2004)
 DE7725
 DE7725'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2004 (RWM)
 DE7725'RECOVERY NOTE BY AERO-METRIC, INC. 2004 (RWM) RECOVERED IN GOOD
 DE7725'CONDITION.    NOTE-- THERE IS NO WITNESS POST PRESENT
 DE7725
 DE7725                          STATION RECOVERY (2006)
 DE7725
 DE7725'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7725'RECOVERED IN GOOD CONDITION.  DUE TO AIRPORT EXPANSION, A NEW TO REACH
 DE7725'FOLLOWS--
 DE7725'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE
 DE7725'HIGHWAY 32 APPROXIMATELY 1.5 MILE NORTH OF THE CITY OF SHEBOYGAN
 DE7725'FALLS, GO WEST ON STATE HIGHWAY 23 FOR 1.5 MILES TO COUNTY HIGHWAY TT,
 DE7725'TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY TT FOR 0.5 MILE TO COUNTY
 DE7725'HIGHWAY O WHERE COUNTY HIGHWAY TT ENDS, CONTINUE NORTH ON THE AIRPORT
 DE7725'ENTRANCE ROAD (RESOURCE ROAD) FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DE7725'
 DE7725'ADD-- THE STATION IS 10.9 M WEST OF THE CENTERLINE OF THE AIRPORT
 DE7725'ENTRANCE ROAD, 71.5 M SOUTH OF AN AIRPORT SERVICE ROAD, 32.7 M
 DE7725'NORTH-NORTHWEST OF A --TO HIGHWAY 32 AND 23-- SIGN POST, 24.5 M
 DE7725'NORTH-NORTHWEST OF A CONCRETE LIGHT POST, 20.8 M SOUTH-SOUTHWEST OF A
 DE7725'--STOP AHEAD-- SIGN POST, AND 1.0 M EAST, 1.0 M NORTHWEST, AND 1.0 M
 DE7725'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7725'NOTE-- THE MONUMENT IS RECESSED 22 CM BELOW GROUND LEVEL AND THE HOLE
 DE7725'IS FILLED WITH SAND.
 DE7725
 DE7725                          STATION RECOVERY (2011)
 DE7725
 DE7725'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JKN)
 DE7725'RECOVERED IN GOOD CONDITION.
 DE7725
 DE7725                          STATION RECOVERY (2013)
 DE7725
 DE7725'RECOVERY NOTE BY WATERSHED SCIENCES 2013 (EG)
 DE7725'MONUMENT IS RECESSED APPROXIMATELY HALF A FOOT BELOW GRADE. MARKED BY
 DE7725'
 DE7725'THREE WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7637 ***********************************************************************
 DE7637  DESIGNATION -  3L52
 DE7637  PID         -  DE7637
 DE7637  STATE/COUNTY-  WI/SHEBOYGAN
 DE7637  COUNTRY     -  US
 DE7637  USGS QUAD   -  HOWARDS GROVE (2018)
 DE7637
 DE7637                         *CURRENT SURVEY CONTROL
 DE7637  ______________________________________________________________________
 DE7637* NAD 83(1986) POSITION- 43 48 17.26   (N) 087 50 59.07   (W)   HD_HELD1
 DE7637* NAVD 88 ORTHO HEIGHT -   231.411 (meters)      759.22  (feet) ADJUSTED
 DE7637  ______________________________________________________________________
 DE7637  GEOID HEIGHT    -        -35.790 (meters)                     GEOID18
 DE7637  DYNAMIC HEIGHT  -        231.366 (meters)      759.07  (feet) COMP
 DE7637  MODELED GRAVITY -    980,419.7   (mgal)                       NAVD 88
 DE7637
 DE7637  VERT ORDER      -  SECOND    CLASS I
 DE7637
 DE7637.The horizontal coordinates were determined by differentially corrected
 DE7637.hand held GPS observations or other comparable positioning techniques
 DE7637.and have an estimated accuracy of +/- 3 meters.
 DE7637
 DE7637.The orthometric height was determined by differential leveling and
 DE7637.adjusted by the WI DEPT OF TRANSP
 DE7637.in May 2012.
 DE7637
 DE7637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7637.GEOID18 height accuracy estimate available here.
 DE7637
 DE7637.Click photographs - Photos may exist for this station.
 DE7637
 DE7637.The dynamic height is computed by dividing the NAVD 88
 DE7637.geopotential number by the normal gravity value computed on the
 DE7637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7637.degrees latitude (g = 980.6199 gals.).
 DE7637
 DE7637.The modeled gravity was interpolated from observed gravity values.
 DE7637
 DE7637;                    North         East    Units  Estimated Accuracy
 DE7637;SPC WI S     -   202,729.0     773,001.9     MT  (+/- 3 meters HH1 GPS) 
 DE7637
 DE7637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3164950543(NAD 83)
 DE7637
 DE7637                          SUPERSEDED SURVEY CONTROL
 DE7637
 DE7637  NAVD 88 (04/20/07)  231.371  (m)          759.09   (f) SUPERSEDED  2 1
 DE7637  NAVD 88 (05/16/03)  231.409  (m)          759.21   (f) SUPERSEDED  2 1
 DE7637
 DE7637.Superseded values are not recommended for survey control.
 DE7637
 DE7637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7637.See file dsdata.pdf to determine how the superseded data were derived.
 DE7637
 DE7637_MARKER: DD = SURVEY DISK
 DE7637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7637_STAMPING: 3L52 2001
 DE7637_MARK LOGO: WIDT
 DE7637_PROJECTION: FLUSH
 DE7637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7637+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DE7637
 DE7637  HISTORY     - Date     Condition        Report By
 DE7637  HISTORY     - 2000     MONUMENTED       WIDT
 DE7637  HISTORY     - 20031206 GOOD             USPSQD
 DE7637  HISTORY     - 20060504 GOOD             WIDT
 DE7637
 DE7637                          STATION DESCRIPTION
 DE7637
 DE7637'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7637'THE STATION IS LOCATED ABOUT 40 KM SOUTHWEST OF MANITOWOC AND 10 KM
 DE7637'NORTHWEST OF SHEBOYGAN. OWNERSHIP--TOWN OF HERMAN. TO REACH THE
 DE7637'STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE HIGWAY 42 IN
 DE7637'THE VILLAGE OF HOWARDS GROVE, GO SOUTH ON STATE HIGHWAY 32 FOR 3.8 KM
 DE7637'TO PLAYBIRD ROAD, TURN RIGHT AND GO WEST ON PLAYBIRD ROAD FOR 1.6 KM
 DE7637'TO MEDOWLARK ROAD, CONTINUE WEST ON PLAYBIRD ROAD FOR 0.6 KM TO THE
 DE7637'STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7637'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7637'A 41-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH THE ROAD
 DE7637'PAVEMENT. THE STATION IS 7.2 M NORTH OF THE CENTERLINE OF PLAYBIRD
 DE7637'ROAD, 57 M WEST OF POWER POLE --H34 C20--, 12.0 M NORTH-NORTHWEST OF
 DE7637'THE CENTERLINE OF A FIELD ENTRANCE, 11.1 M EAST OF POWER POLE --H34
 DE7637'C19--, 4.7 M EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 0.5 M SOUTH
 DE7637'OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 DE7637'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THEN 15 DEGREES ABOVE THE
 DE7637'HORIZION. ---NOTE2---THERE ARE NEW POWER POLE BEING PUT IN ON THE
 DE7637'NORTH SIDE OF THE ROAD ABOVE GPS STATION.
 DE7637
 DE7637                          STATION RECOVERY (2003)
 DE7637
 DE7637'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7637'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 11 M EAST OF A
 DE7637'--TRACTOR CROSSING-- SIGN POST.  NOTE-- THERE IS NO WITNESS POST
 DE7637'PRESENT.
 DE7637
 DE7637                          STATION RECOVERY (2006)
 DE7637
 DE7637'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7637'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12.4 M EAST OF A
 DE7637'--TRACTOR CROSSING-- SIGN POST, 11.2 M EAST OF POWER POLE --H34 C19--,
 DE7637'AND 0.5 M SOUTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC
 DE7637'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7634 ***********************************************************************
 DE7634  DESIGNATION -  3L54
 DE7634  PID         -  DE7634
 DE7634  STATE/COUNTY-  WI/SHEBOYGAN
 DE7634  COUNTRY     -  US
 DE7634  USGS QUAD   -  HOWARDS GROVE (2018)
 DE7634
 DE7634                         *CURRENT SURVEY CONTROL
 DE7634  ______________________________________________________________________
 DE7634* NAD 83(1986) POSITION- 43 48 19.00   (N) 087 45 49.82   (W)   HD_HELD1
 DE7634* NAVD 88 ORTHO HEIGHT -   204.849 (meters)      672.08  (feet) ADJUSTED
 DE7634  ______________________________________________________________________
 DE7634  GEOID HEIGHT    -        -35.867 (meters)                     GEOID18
 DE7634  DYNAMIC HEIGHT  -        204.811 (meters)      671.95  (feet) COMP
 DE7634  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 DE7634
 DE7634  VERT ORDER      -  SECOND    CLASS I
 DE7634
 DE7634.The horizontal coordinates were determined by differentially corrected
 DE7634.hand held GPS observations or other comparable positioning techniques
 DE7634.and have an estimated accuracy of +/- 3 meters.
 DE7634
 DE7634.The orthometric height was determined by differential leveling and
 DE7634.adjusted by the WI DEPT OF TRANSP
 DE7634.in May 2012.
 DE7634
 DE7634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7634.GEOID18 height accuracy estimate available here.
 DE7634
 DE7634.Click photographs - Photos may exist for this station.
 DE7634
 DE7634.The dynamic height is computed by dividing the NAVD 88
 DE7634.geopotential number by the normal gravity value computed on the
 DE7634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7634.degrees latitude (g = 980.6199 gals.).
 DE7634
 DE7634.The modeled gravity was interpolated from observed gravity values.
 DE7634
 DE7634;                    North         East    Units  Estimated Accuracy
 DE7634;SPC WI S     -   202,964.5     779,910.3     MT  (+/- 3 meters HH1 GPS) 
 DE7634
 DE7634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3855950529(NAD 83)
 DE7634
 DE7634                          SUPERSEDED SURVEY CONTROL
 DE7634
 DE7634  NAVD 88 (04/20/07)  204.808  (m)          671.94   (f) SUPERSEDED  2 1
 DE7634  NAVD 88 (05/16/03)  204.849  (m)          672.08   (f) SUPERSEDED  2 1
 DE7634
 DE7634.Superseded values are not recommended for survey control.
 DE7634
 DE7634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7634.See file dsdata.pdf to determine how the superseded data were derived.
 DE7634
 DE7634_MARKER: DD = SURVEY DISK
 DE7634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7634_STAMPING: 3L54 2001
 DE7634_MARK LOGO: WIDT
 DE7634_PROJECTION: FLUSH
 DE7634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7634+STABILITY: SURFACE MOTION
 DE7634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7634+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2021
 DE7634
 DE7634  HISTORY     - Date     Condition        Report By
 DE7634  HISTORY     - 2000     MONUMENTED       WIDT
 DE7634  HISTORY     - 20031207 GOOD             USPSQD
 DE7634  HISTORY     - 20060104 GOOD             USPSQD
 DE7634  HISTORY     - 20060504 GOOD             WIDT
 DE7634  HISTORY     - 20210828 GOOD             SEILER
 DE7634
 DE7634                          STATION DESCRIPTION
 DE7634
 DE7634'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7634'THE STATION IS LOCATED ABOUT, 34 KM SOUTH-SOUTHWEST OF MANITOWOC AND
 DE7634'8 KM NORTH OF SHEBOYGAN. OWNERSHIP--TOWN OF SHEBOYGAN. TO REACH THE
 DE7634'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY
 DE7634'42 ABOUT 6 KM NORTHWEST OF THE CITY OF SHEBOYGAN, GO NORTHWEST ON
 DE7634'STATE HIGHWAY 42 FOR 1.8 KM TO PLAYBIRD ROAD, TURN RIGHT AND GO EAST
 DE7634'ON PLAYBIRD ROAD FOR 1.3 KM TO THE STATION ON THE LEFT. THE STATION
 DE7634'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7634'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7634'ABOUT 0.2 M BELOW THE ROAD PAVEMENT. THE STATION IS 6.3 M NORTH OF
 DE7634'THE CENTERLINE OF PLAYBIRD ROAD, 50.6 M EAST OF AN ORANGE POST FOR A
 DE7634'--WARNING GAS LINES-- SIGN, 37.6 M WEST OF THE CENTERLINE OF A PAVED
 DE7634'DRIVEWAY, 16.5 M NORTH OF POWER POLE --44/55-- AND 0.6 M SOUTH OF A
 DE7634'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7634'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7634
 DE7634                          STATION RECOVERY (2003)
 DE7634
 DE7634'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7634'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 12 FEET EAST
 DE7634'OF THE EXTENDED CENTERLINE OF THE DRIVEWAY TO --4211 PLAYBIRD RD.--.
 DE7634
 DE7634                          STATION RECOVERY (2006)
 DE7634
 DE7634'RECOVERY NOTE BY US POWER SQUADRON 2006 (FEB)
 DE7634'WITNESS POST FOUND IN PIECES ON GROUND BY MARK
 DE7634
 DE7634                          STATION RECOVERY (2006)
 DE7634
 DE7634'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7634'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M SOUTH, 1.0 M
 DE7634'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- A
 DE7634'CHIP HAS BEEN REMOVED FROM THE EAST EDGE OF THE CONCRETE POST
 DE7634'APPARENTLY BY RECENT MOWING OPERATIONS.
 DE7634
 DE7634                          STATION RECOVERY (2021)
 DE7634
 DE7634'RECOVERY NOTE BY SEILER INSTRUMENTS 2021 (TL)
 DE7634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1516 ***********************************************************************
 DQ1516  DESIGNATION -  3R45
 DQ1516  PID         -  DQ1516
 DQ1516  STATE/COUNTY-  WI/VERNON
 DQ1516  COUNTRY     -  US
 DQ1516  USGS QUAD   -  AVALANCHE (2018)
 DQ1516
 DQ1516                         *CURRENT SURVEY CONTROL
 DQ1516  ______________________________________________________________________
 DQ1516* NAD 83(2011) POSITION- 43 30 21.14909(N) 090 52 14.61869(W)   ADJUSTED
 DQ1516* NAD 83(2011) ELLIP HT-   365.516 (meters)        (06/29/17)   ADJUSTED
 DQ1516* NAD 83(2011) EPOCH   -  2010.00
 DQ1516* NAVD 88 ORTHO HEIGHT -   398.310 (meters)     1306.79  (feet) ADJUSTED
 DQ1516  ______________________________________________________________________
 DQ1516  GEOID HEIGHT    -        -32.791 (meters)                     GEOID18
 DQ1516  NAD 83(2011) X  -    -70,416.031 (meters)                     COMP
 DQ1516  NAD 83(2011) Y  - -4,633,173.061 (meters)                     COMP
 DQ1516  NAD 83(2011) Z  -  4,368,686.825 (meters)                     COMP
 DQ1516  LAPLACE CORR    -         -9.94  (seconds)                    DEFLEC18
 DQ1516  DYNAMIC HEIGHT  -        398.212 (meters)     1306.47  (feet) COMP
 DQ1516  MODELED GRAVITY -    980,360.2   (mgal)                       NAVD 88
 DQ1516
 DQ1516  VERT ORDER      -  SECOND    CLASS I
 DQ1516
 DQ1516  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1516  Standards:
 DQ1516         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1516            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1516  -------------------------------------------------------------------
 DQ1516  NETWORK    0.52   0.71           0.23   0.19   0.36     -0.04455436
 DQ1516  -------------------------------------------------------------------
 DQ1516  Click here for local accuracies and other accuracy information.
 DQ1516
 DQ1516.The horizontal coordinates were established by GPS observations
 DQ1516.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DQ1516
 DQ1516.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1516.been affixed to the stable North American tectonic plate. See 
 DQ1516.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1516
 DQ1516.The horizontal coordinates are valid at the epoch date displayed above
 DQ1516.which is a decimal equivalence of Year/Month/Day.
 DQ1516
 DQ1516.The orthometric height was determined by differential leveling and
 DQ1516.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1516.in November 2016.
 DQ1516
 DQ1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1516.GEOID18 height accuracy estimate available here.
 DQ1516
 DQ1516.Click photographs - Photos may exist for this station.
 DQ1516
 DQ1516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1516
 DQ1516.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1516
 DQ1516.The ellipsoidal height was determined by GPS observations
 DQ1516.and is referenced to NAD 83.
 DQ1516
 DQ1516.The dynamic height is computed by dividing the NAVD 88
 DQ1516.geopotential number by the normal gravity value computed on the
 DQ1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1516.degrees latitude (g = 980.6199 gals.).
 DQ1516
 DQ1516.The modeled gravity was interpolated from observed gravity values.
 DQ1516
 DQ1516. The following values were computed from the NAD 83(2011) position.
 DQ1516
 DQ1516;                    North         East     Units Scale Factor Converg.
 DQ1516;SPC WI S     -   167,656.210   529,591.199   MT  0.99993421   -0 35 53.8
 DQ1516;SPC WI S     -   550,052.08  1,737,500.46   sFT  0.99993421   -0 35 53.8
 DQ1516;UTM  15      - 4,819,196.163   672,125.051   MT  0.99996444   +1 27 58.4
 DQ1516
 DQ1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1516!SPC WI S     -   0.99994269  x   0.99993421  =   0.99987690
 DQ1516!UTM  15      -   0.99994269  x   0.99996444  =   0.99990713
 DQ1516
 DQ1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7212519196(NAD 83)
 DQ1516
 DQ1516                          SUPERSEDED SURVEY CONTROL
 DQ1516
 DQ1516.No superseded survey control is available for this station.
 DQ1516
 DQ1516_MARKER: DD = SURVEY DISK
 DQ1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1516_STAMPING: 3R45 2012
 DQ1516_MARK LOGO: WIDT
 DQ1516_PROJECTION: FLUSH
 DQ1516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1516+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2015
 DQ1516
 DQ1516  HISTORY     - Date     Condition        Report By
 DQ1516  HISTORY     - 2012     MONUMENTED       WIDT
 DQ1516  HISTORY     - 20151013 GOOD             WIDT
 DQ1516
 DQ1516                          STATION DESCRIPTION
 DQ1516
 DQ1516'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1516'THE STATION IS APPROXIMATELY 10 MI (16.1 KM) WEST OF VIOLA, 9 MI (14.5
 DQ1516'KM) NORTHWEST OF SOLDIERS GROVE, AND 3.5 MI (5.6 KM) SOUTH OF VIROQUA.
 DQ1516'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND STATE
 DQ1516'HIGHWAY 82 WITH COUNTY HIGHWAY J SOUTH ABOUT 3 MI (4.8 KM) SOUTH OF
 DQ1516'THE CITY OF VIROQUA, GO SOUTHEAST ON COUNTY HIGHWAY J FOR 0.25 MI (0.4
 DQ1516'KM) TO BROOKVILLE ROAD ON THE LEFT, CONTINUE SOUTHEAST ON COUNTY
 DQ1516'HIGHWAY J FOR 0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.
 DQ1516'
 DQ1516'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1516'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ1516'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DQ1516'THE STATION IS 13.7 M (44.9 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DQ1516'HIGHWAY J, 45 M (147.6 FT) SOUTHEAST OF A FIELD ENTRANCE, AND LOCATED
 DQ1516'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DQ1516'POSTS.
 DQ1516'
 DQ1516'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1516'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8360 ***********************************************************************
 DH8360  DESIGNATION -  3R46
 DH8360  PID         -  DH8360
 DH8360  STATE/COUNTY-  WI/VERNON
 DH8360  COUNTRY     -  US
 DH8360  USGS QUAD   -  AVALANCHE (2018)
 DH8360
 DH8360                         *CURRENT SURVEY CONTROL
 DH8360  ______________________________________________________________________
 DH8360* NAD 83(1986) POSITION- 43 31 12.32   (N) 090 52 14.85   (W)   HD_HELD1
 DH8360* NAVD 88 ORTHO HEIGHT -   393.989 (meters)     1292.61  (feet) ADJUSTED
 DH8360  ______________________________________________________________________
 DH8360  GEOID HEIGHT    -        -32.807 (meters)                     GEOID18
 DH8360  DYNAMIC HEIGHT  -        393.891 (meters)     1292.29  (feet) COMP
 DH8360  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 DH8360
 DH8360  VERT ORDER      -  SECOND    CLASS I
 DH8360
 DH8360.The horizontal coordinates were determined by differentially corrected
 DH8360.hand held GPS observations or other comparable positioning techniques
 DH8360.and have an estimated accuracy of +/- 3 meters.
 DH8360
 DH8360.The orthometric height was determined by differential leveling and
 DH8360.adjusted by the WI DEPT OF TRANSP
 DH8360.in May 2012.
 DH8360
 DH8360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8360.GEOID18 height accuracy estimate available here.
 DH8360
 DH8360.Click photographs - Photos may exist for this station.
 DH8360
 DH8360.The dynamic height is computed by dividing the NAVD 88
 DH8360.geopotential number by the normal gravity value computed on the
 DH8360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8360.degrees latitude (g = 980.6199 gals.).
 DH8360
 DH8360.The modeled gravity was interpolated from observed gravity values.
 DH8360
 DH8360;                    North         East    Units  Estimated Accuracy
 DH8360;SPC WI S     -   169,235.3     529,602.5     MT  (+/- 3 meters HH1 GPS) 
 DH8360
 DH8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7207920774(NAD 83)
 DH8360
 DH8360                          SUPERSEDED SURVEY CONTROL
 DH8360
 DH8360  NAVD 88 (04/20/07)  393.987  (m)         1292.61   (f) SUPERSEDED  2 1
 DH8360
 DH8360.Superseded values are not recommended for survey control.
 DH8360
 DH8360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8360.See file dsdata.pdf to determine how the superseded data were derived.
 DH8360
 DH8360_MARKER: DD = SURVEY DISK
 DH8360_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH8360_SP_SET: BOX CULVERT
 DH8360_STAMPING: 3R46 2004
 DH8360_MARK LOGO: WIDT
 DH8360_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8360+STABILITY: SURFACE MOTION
 DH8360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8360+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2016
 DH8360
 DH8360  HISTORY     - Date     Condition        Report By
 DH8360  HISTORY     - 2004     MONUMENTED       WIDT
 DH8360  HISTORY     - 20100628 GOOD             WIDT
 DH8360  HISTORY     - 20111026 GOOD             WIDT
 DH8360  HISTORY     - 20151020 GOOD             WIDT
 DH8360  HISTORY     - 20161201 GOOD             WIDT
 DH8360
 DH8360                          STATION DESCRIPTION
 DH8360
 DH8360'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8360'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8360'US HIGHWAY 14, US HIGHWAY 61, STATE HIGHWAY 27 NORTH AND STATE HIGHWAY
 DH8360'82 EAST WITH STATE HIGHWAY 27 SOUTH, STATE HIGHWAY 82 WEST AND COUNTY
 DH8360'HIGHWAY T ABOUT 2 MI (3.22 KM) SOUTHEAST OF THE CITY OF VIROQUA, GO
 DH8360'WEST-SOUTHWEST ON STATE HIGHWAY 27 FOR 0.3 MI (0.48 KM) TO COUNTY
 DH8360'HIGHWAY J ON THE RIGHT, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY J
 DH8360'FOR 50 M (164.0 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8360'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8360'STATION DISK SET IN THE NORTH END OF THE EAST WALL FOR A BOX CULVERT
 DH8360'ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 5.4 M
 DH8360'(17.7 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY J, 15.2 M (49.9 FT)
 DH8360'EAST OF POWER POLE --2F17E--, 4.3 M (14.1 FT) NORTH OF A WOOD POST FOR
 DH8360'A --COUNTY HIGHWAY J-- SIGN, AND 1.0 M (3.3 FT) SOUTH OF A WHITE
 DH8360'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8360'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8360
 DH8360                          STATION RECOVERY (2010)
 DH8360
 DH8360'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8360'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 5.5 M EAST OF THE
 DH8360'CENTERLINE OF COUNTY HIGHWAY J, 15.2 M SOUTHEAST OF POWER POLE
 DH8360'--2F8L4--, 5.8 M NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A METAL
 DH8360'DRAIN GRATE, 4.0 M NORTHEAST OF A --COUNTY J-- WOOD SIGN POST, AND 0.1
 DH8360'M WEST OF A WHITE PLASTIC WITNESS POST.
 DH8360'NOTE1---HIGHWAY IMPROVEMENT  HAS COVERED THE BOX CULVERT WITH
 DH8360'LANDSCAPING.  NOTE2---THE MONUMENT IS RECESSED 45 CM BELOW GROUND
 DH8360'LEVEL.
 DH8360
 DH8360                          STATION RECOVERY (2011)
 DH8360
 DH8360'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (MJH)
 DH8360'DUE TO HIGHWAY J ROAD IMPROVEMENTS, THE BOX CULVERT AND STATION HAVE
 DH8360'BEEN BURIED.  THE DISK IS COVERED BY 14 INCHES (36 CM) OF FILL, AND
 DH8360'CAN BE ACCESSED USING INSTALLED ACCESS COVER WITH LID.  THE RIM OF THE
 DH8360'COVER IS STAMPED --3R46  2004--.  THE STATION IS 1.5 FT (0.5 M) WEST
 DH8360'OF A WHITE PLASTIC T-POST.
 DH8360
 DH8360                          STATION RECOVERY (2015)
 DH8360
 DH8360'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DH8360'RECOVERED AS DESCRIBED.
 DH8360
 DH8360                          STATION RECOVERY (2016)
 DH8360
 DH8360'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8360'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1520 ***********************************************************************
 DQ1520  DESIGNATION -  3R47
 DQ1520  PID         -  DQ1520
 DQ1520  STATE/COUNTY-  WI/VERNON
 DQ1520  COUNTRY     -  US
 DQ1520  USGS QUAD   -  VIROQUA (2018)
 DQ1520
 DQ1520                         *CURRENT SURVEY CONTROL
 DQ1520  ______________________________________________________________________
 DQ1520* NAD 83(1986) POSITION- 43 33 57.92   (N) 090 52 40.71   (W)   HD_HELD1
 DQ1520* NAVD 88 ORTHO HEIGHT -   382.642 (meters)     1255.38  (feet) ADJUSTED
 DQ1520  ______________________________________________________________________
 DQ1520  GEOID HEIGHT    -        -32.849 (meters)                     GEOID18
 DQ1520  DYNAMIC HEIGHT  -        382.543 (meters)     1255.06  (feet) COMP
 DQ1520  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 DQ1520
 DQ1520  VERT ORDER      -  SECOND    CLASS I
 DQ1520
 DQ1520.The horizontal coordinates were determined by differentially corrected
 DQ1520.hand held GPS observations or other comparable positioning techniques
 DQ1520.and have an estimated accuracy of +/- 3 meters.
 DQ1520
 DQ1520.The orthometric height was determined by differential leveling and
 DQ1520.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1520.in November 2016.
 DQ1520
 DQ1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1520.GEOID18 height accuracy estimate available here.
 DQ1520
 DQ1520.Click photographs - Photos may exist for this station.
 DQ1520
 DQ1520.The dynamic height is computed by dividing the NAVD 88
 DQ1520.geopotential number by the normal gravity value computed on the
 DQ1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1520.degrees latitude (g = 980.6199 gals.).
 DQ1520
 DQ1520.The modeled gravity was interpolated from observed gravity values.
 DQ1520
 DQ1520;                    North         East    Units  Estimated Accuracy
 DQ1520;SPC WI S     -   174,351.5     529,075.6     MT  (+/- 3 meters HH1 GPS) 
 DQ1520
 DQ1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7136825868(NAD 83)
 DQ1520
 DQ1520                          SUPERSEDED SURVEY CONTROL
 DQ1520
 DQ1520.No superseded survey control is available for this station.
 DQ1520
 DQ1520_MARKER: DD = SURVEY DISK
 DQ1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1520_STAMPING: 3R47 2012
 DQ1520_MARK LOGO: WIDT
 DQ1520_PROJECTION: FLUSH
 DQ1520_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ1520+STABILITY: SURFACE MOTION
 DQ1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1520+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2016
 DQ1520
 DQ1520  HISTORY     - Date     Condition        Report By
 DQ1520  HISTORY     - 2012     MONUMENTED       WIDT
 DQ1520  HISTORY     - 20151027 GOOD             WIDT
 DQ1520  HISTORY     - 20161201 GOOD             WIDT
 DQ1520
 DQ1520                          STATION DESCRIPTION
 DQ1520
 DQ1520'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1520'THE STATION IS LOCATED IN THE CITY OF VIROQUA, ABOUT 12 MI (19.3 KM)
 DQ1520'WEST OF LAFARGE AND 6 MI (9.7 KM) SOUTH OF WESTBY.
 DQ1520'
 DQ1520'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14, US HIGHWAY
 DQ1520'61, AND STATE HIGHWAY 27 WITH COUNTY HIGHWAY BB (FAIRLANE DRIVE /
 DQ1520'AIRPORT ROAD) IN THE CITY OF VIROQUA, GO EAST ON COUNTY HIGHWAY BB
 DQ1520'(FAIRLANE DRIVE) FOR 0.3 MI (0.5 KM) TO NELSON PARKWAY ON THE RIGHT,
 DQ1520'TURN RIGHT AND GO SOUTH ON NELSON PARKWAY FOR 0.55 MI (0.9 KM) TO
 DQ1520'ARENA DRIVE ON THE LEFT, TURN LEFT AND GO EAST ON ARENA DRIVE FOR 0.25
 DQ1520'MI (0.4 KM) TO A CITY OF VIROQUA CONCRETE BLOCK WELL HOUSE BUILDING ON
 DQ1520'THE RIGHT AND THE STATION ON THE RIGHT.
 DQ1520'
 DQ1520'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1520'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE
 DQ1520'FOUNDATION OF A CONTINUOUSLY OPERATING REFERENCE STATION.  THE STATION
 DQ1520'IS LOCATED IN THE SOUTH PORTION OF THE CONCRETE FOUNDATION OF THE
 DQ1520'CONTINUOUSLY OPERATING REFERENCE STATION, AND IS 21.7 M (71.2 FT)
 DQ1520'SOUTH OF THE SOUTH WALL OF THE CITY OF VIROQUA CONCRETE BLOCK WELL
 DQ1520'HOUSE BUILDING.
 DQ1520'
 DQ1520'NOTE-THIS STATION IS THE BASE MARK FOR A CONTINUOUSLY OPERATING
 DQ1520'REFERENCE STATION AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DQ1520'
 DQ1520'NOTE2-THE CONCRETE BASE FOUNDATION FOR THE CONTINUOUSLY OPERATING
 DQ1520'REFERENCE STATION WAS CONSTRUCTED IN 2011.  THE BASE MARK SURVEY DISK
 DQ1520'WAS SET IN 2012.
 DQ1520
 DQ1520                          STATION RECOVERY (2016)
 DQ1520
 DQ1520'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DQ1520'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1513 ***********************************************************************
 DQ1513  DESIGNATION -  3R48
 DQ1513  PID         -  DQ1513
 DQ1513  STATE/COUNTY-  WI/VERNON
 DQ1513  COUNTRY     -  US
 DQ1513  USGS QUAD   -  VIROQUA (2018)
 DQ1513
 DQ1513                         *CURRENT SURVEY CONTROL
 DQ1513  ______________________________________________________________________
 DQ1513* NAD 83(2011) POSITION- 43 35 47.23685(N) 090 53 24.04264(W)   ADJUSTED
 DQ1513* NAD 83(2011) ELLIP HT-   351.315 (meters)        (06/29/17)   ADJUSTED
 DQ1513* NAD 83(2011) EPOCH   -  2010.00
 DQ1513* NAVD 88 ORTHO HEIGHT -   384.177 (meters)     1260.42  (feet) ADJUSTED
 DQ1513  ______________________________________________________________________
 DQ1513  GEOID HEIGHT    -        -32.857 (meters)                     GEOID18
 DQ1513  NAD 83(2011) X  -    -71,867.575 (meters)                     COMP
 DQ1513  NAD 83(2011) Y  - -4,626,205.312 (meters)                     COMP
 DQ1513  NAD 83(2011) Z  -  4,375,971.245 (meters)                     COMP
 DQ1513  LAPLACE CORR    -         -9.01  (seconds)                    DEFLEC18
 DQ1513  DYNAMIC HEIGHT  -        384.077 (meters)     1260.09  (feet) COMP
 DQ1513  MODELED GRAVITY -    980,348.7   (mgal)                       NAVD 88
 DQ1513
 DQ1513  VERT ORDER      -  SECOND    CLASS I
 DQ1513
 DQ1513  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1513  Standards:
 DQ1513         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1513            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1513  -------------------------------------------------------------------
 DQ1513  NETWORK    0.51   0.53           0.23   0.18   0.27     -0.08532107
 DQ1513  -------------------------------------------------------------------
 DQ1513  Click here for local accuracies and other accuracy information.
 DQ1513
 DQ1513.The horizontal coordinates were established by GPS observations
 DQ1513.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DQ1513
 DQ1513.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1513.been affixed to the stable North American tectonic plate. See 
 DQ1513.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1513
 DQ1513.The horizontal coordinates are valid at the epoch date displayed above
 DQ1513.which is a decimal equivalence of Year/Month/Day.
 DQ1513
 DQ1513.The orthometric height was determined by differential leveling and
 DQ1513.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1513.in November 2016.
 DQ1513
 DQ1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1513.GEOID18 height accuracy estimate available here.
 DQ1513
 DQ1513.Click photographs - Photos may exist for this station.
 DQ1513
 DQ1513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1513
 DQ1513.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1513
 DQ1513.The ellipsoidal height was determined by GPS observations
 DQ1513.and is referenced to NAD 83.
 DQ1513
 DQ1513.The dynamic height is computed by dividing the NAVD 88
 DQ1513.geopotential number by the normal gravity value computed on the
 DQ1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1513.degrees latitude (g = 980.6199 gals.).
 DQ1513
 DQ1513.The modeled gravity was interpolated from observed gravity values.
 DQ1513
 DQ1513. The following values were computed from the NAD 83(2011) position.
 DQ1513
 DQ1513;                    North         East     Units Scale Factor Converg.
 DQ1513;SPC WI S     -   177,735.202   528,139.283   MT  0.99993834   -0 36 41.5
 DQ1513;SPC WI S     -   583,119.58  1,732,736.96   sFT  0.99993834   -0 36 41.5
 DQ1513;UTM  15      - 4,829,216.517   670,310.734   MT  0.99995679   +1 27 19.2
 DQ1513
 DQ1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1513!SPC WI S     -   0.99994491  x   0.99993834  =   0.99988326
 DQ1513!UTM  15      -   0.99994491  x   0.99995679  =   0.99990170
 DQ1513
 DQ1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7031029216(NAD 83)
 DQ1513
 DQ1513                          SUPERSEDED SURVEY CONTROL
 DQ1513
 DQ1513.No superseded survey control is available for this station.
 DQ1513
 DQ1513_MARKER: DD = SURVEY DISK
 DQ1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1513_STAMPING: 3R48 2012
 DQ1513_MARK LOGO: WIDT
 DQ1513_PROJECTION: FLUSH
 DQ1513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1513+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2015
 DQ1513
 DQ1513  HISTORY     - Date     Condition        Report By
 DQ1513  HISTORY     - 2012     MONUMENTED       WIDT
 DQ1513  HISTORY     - 20151022 GOOD             WIDT
 DQ1513
 DQ1513                          STATION DESCRIPTION
 DQ1513
 DQ1513'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1513'THE STATION IS APPROXIMATELY 4.5 MI (7.2 KM) SOUTH OF WESTBY,  AND
 DQ1513'3 MI (4.8 KM) NORTH OF VIROQUA.
 DQ1513'
 DQ1513'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 14, US HIGHWAY
 DQ1513'61, AND STATE HIGHWAY 27 WITH COUNTY HIGHWAY Y ABOUT 3 MI (4.8 KM)
 DQ1513'NORTH OF THE CITY OF VIROQUA.
 DQ1513'
 DQ1513'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1513'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ1513'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DQ1513'THE STATION IS 7.8 M (25.6 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DQ1513'HIGHWAY Y, 48 M (157.5 FT) WEST OF THE CENTERLINE OF SOUTHBOUND US
 DQ1513'HIGHWAY 14, US HIGHWAY 61, AND STATE HIGHWAY 27, 12.5 M (41.0 FT) WEST
 DQ1513'OF THE CENTER OF THE PRAIRIE BIKE PATH, 7 M (23.0 FT) EAST OF THE
 DQ1513'CENTER OF A FIELD ENTRANCE, 4.2 M (13.8 FT) NORTHEAST OF A YELLOW
 DQ1513'RIGHT-OF-WAY POST, AND LOCATED IN BETWEEN TWO WHITE PLASTIC WITNESS
 DQ1513'POSTS.
 DQ1513'
 DQ1513'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1513'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1514 ***********************************************************************
 DQ1514  DESIGNATION -  3R49
 DQ1514  PID         -  DQ1514
 DQ1514  STATE/COUNTY-  WI/VERNON
 DQ1514  COUNTRY     -  US
 DQ1514  USGS QUAD   -  VIROQUA (2018)
 DQ1514
 DQ1514                         *CURRENT SURVEY CONTROL
 DQ1514  ______________________________________________________________________
 DQ1514* NAD 83(2011) POSITION- 43 37 12.60211(N) 090 52 48.24731(W)   ADJUSTED
 DQ1514* NAD 83(2011) ELLIP HT-   353.013 (meters)        (06/29/17)   ADJUSTED
 DQ1514* NAD 83(2011) EPOCH   -  2010.00
 DQ1514* NAVD 88 ORTHO HEIGHT -   385.946 (meters)     1266.22  (feet) ADJUSTED
 DQ1514  ______________________________________________________________________
 DQ1514  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 DQ1514  NAD 83(2011) X  -    -71,036.846 (meters)                     COMP
 DQ1514  NAD 83(2011) Y  - -4,624,401.926 (meters)                     COMP
 DQ1514  NAD 83(2011) Z  -  4,377,880.144 (meters)                     COMP
 DQ1514  LAPLACE CORR    -         -8.63  (seconds)                    DEFLEC18
 DQ1514  DYNAMIC HEIGHT  -        385.845 (meters)     1265.89  (feet) COMP
 DQ1514  MODELED GRAVITY -    980,346.0   (mgal)                       NAVD 88
 DQ1514
 DQ1514  VERT ORDER      -  SECOND    CLASS I
 DQ1514
 DQ1514  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1514  Standards:
 DQ1514         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1514            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1514  -------------------------------------------------------------------
 DQ1514  NETWORK    0.52   0.53           0.24   0.18   0.27     -0.07765721
 DQ1514  -------------------------------------------------------------------
 DQ1514  Click here for local accuracies and other accuracy information.
 DQ1514
 DQ1514.The horizontal coordinates were established by GPS observations
 DQ1514.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DQ1514
 DQ1514.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1514.been affixed to the stable North American tectonic plate. See 
 DQ1514.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1514
 DQ1514.The horizontal coordinates are valid at the epoch date displayed above
 DQ1514.which is a decimal equivalence of Year/Month/Day.
 DQ1514
 DQ1514.The orthometric height was determined by differential leveling and
 DQ1514.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1514.in November 2016.
 DQ1514
 DQ1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1514.GEOID18 height accuracy estimate available here.
 DQ1514
 DQ1514.Click photographs - Photos may exist for this station.
 DQ1514
 DQ1514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1514
 DQ1514.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1514
 DQ1514.The ellipsoidal height was determined by GPS observations
 DQ1514.and is referenced to NAD 83.
 DQ1514
 DQ1514.The dynamic height is computed by dividing the NAVD 88
 DQ1514.geopotential number by the normal gravity value computed on the
 DQ1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1514.degrees latitude (g = 980.6199 gals.).
 DQ1514
 DQ1514.The modeled gravity was interpolated from observed gravity values.
 DQ1514
 DQ1514. The following values were computed from the NAD 83(2011) position.
 DQ1514
 DQ1514;                    North         East     Units Scale Factor Converg.
 DQ1514;SPC WI S     -   180,360.950   528,969.879   MT  0.99993983   -0 36 16.9
 DQ1514;SPC WI S     -   591,734.22  1,735,462.01   sFT  0.99993983   -0 36 16.9
 DQ1514;UTM  15      - 4,831,870.568   671,046.088   MT  0.99995988   +1 27 46.2
 DQ1514
 DQ1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1514!SPC WI S     -   0.99994465  x   0.99993983  =   0.99988448
 DQ1514!UTM  15      -   0.99994465  x   0.99995988  =   0.99990453
 DQ1514
 DQ1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7104631870(NAD 83)
 DQ1514
 DQ1514                          SUPERSEDED SURVEY CONTROL
 DQ1514
 DQ1514.No superseded survey control is available for this station.
 DQ1514
 DQ1514_MARKER: DD = SURVEY DISK
 DQ1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1514_STAMPING: 3R49 2012
 DQ1514_MARK LOGO: WIDT
 DQ1514_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ1514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1514+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2015
 DQ1514
 DQ1514  HISTORY     - Date     Condition        Report By
 DQ1514  HISTORY     - 2012     MONUMENTED       WIDT
 DQ1514  HISTORY     - 20151021 GOOD             WIDT
 DQ1514
 DQ1514                          STATION DESCRIPTION
 DQ1514
 DQ1514'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1514'THE STATION IS APPROXIMATELY 4 MI (6.4 KM) NORTH OF VIROQUA,  AND
 DQ1514'2.5 MI (4.0 KM) SOUTH-SOUTHWEST OF WESTBY.
 DQ1514'
 DQ1514'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 AND US HIGHWAY
 DQ1514'61 WITH STATE HIGHWAY 27 NORTH IN THE CITY OF WESTBY, GO SOUTH ON US
 DQ1514'HIGHWAY 14, US HIGHWAY 61, AND STATE HIGHWAY 27 FOR 2.6 MI (4.2 KM) TO
 DQ1514'SMITH ROAD, CONTINUE SOUTH ON US HIGHWAY 14, US HIGHWAY 61, AND STATE
 DQ1514'HIGHWAY 27 FOR 0.35 MI (0.6 KM) TO A LARGE FIELD ENTRANCE WITH AN
 DQ1514'ASPHALT APRON ON THE RIGHT AND THE STATION ON THE RIGHT, OPPOSITE THE
 DQ1514'HIGHWAY FROM A FARM EQUIPMENT DEALERSHIP.
 DQ1514'
 DQ1514'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1514'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ1514'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH HIGHWAY GRADE.  THE
 DQ1514'STATION IS 22.2 M (72.8 FT) WEST OF THE CENTERLINE OF SOUTHBOUND US
 DQ1514'HIGHWAY 14, US HIGHWAY 61, AND STATE HIGHWAY 27, 39 M (128.0 FT) SOUTH
 DQ1514'OF THE CENTER OF A LARGE FIELD ENTRANCE WITH AN ASPHALT APRON, 7 M
 DQ1514'(23.0 FT) WEST OF THE CENTER OF THE PRAIRIE TR BIKE PATH, LOCATED IN
 DQ1514'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ1514'
 DQ1514'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1514'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1515 ***********************************************************************
 DQ1515  DESIGNATION -  3R50
 DQ1515  PID         -  DQ1515
 DQ1515  STATE/COUNTY-  WI/VERNON
 DQ1515  COUNTRY     -  US
 DQ1515  USGS QUAD   -  WESTBY (2018)
 DQ1515
 DQ1515                         *CURRENT SURVEY CONTROL
 DQ1515  ______________________________________________________________________
 DQ1515* NAD 83(2011) POSITION- 43 38 00.81838(N) 090 52 16.54660(W)   ADJUSTED
 DQ1515* NAD 83(2011) ELLIP HT-   344.949 (meters)        (06/29/17)   ADJUSTED
 DQ1515* NAD 83(2011) EPOCH   -  2010.00
 DQ1515* NAVD 88 ORTHO HEIGHT -   377.928 (meters)     1239.92  (feet) ADJUSTED
 DQ1515  ______________________________________________________________________
 DQ1515  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 DQ1515  NAD 83(2011) X  -    -70,310.422 (meters)                     COMP
 DQ1515  NAD 83(2011) Y  - -4,623,380.305 (meters)                     COMP
 DQ1515  NAD 83(2011) Z  -  4,378,951.779 (meters)                     COMP
 DQ1515  LAPLACE CORR    -         -8.12  (seconds)                    DEFLEC18
 DQ1515  DYNAMIC HEIGHT  -        377.828 (meters)     1239.59  (feet) COMP
 DQ1515  MODELED GRAVITY -    980,344.1   (mgal)                       NAVD 88
 DQ1515
 DQ1515  VERT ORDER      -  SECOND    CLASS I
 DQ1515
 DQ1515  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1515  Standards:
 DQ1515         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1515            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1515  -------------------------------------------------------------------
 DQ1515  NETWORK    0.57   0.57           0.26   0.20   0.29     -0.03819167
 DQ1515  -------------------------------------------------------------------
 DQ1515  Click here for local accuracies and other accuracy information.
 DQ1515
 DQ1515.The horizontal coordinates were established by GPS observations
 DQ1515.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DQ1515
 DQ1515.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1515.been affixed to the stable North American tectonic plate. See 
 DQ1515.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1515
 DQ1515.The horizontal coordinates are valid at the epoch date displayed above
 DQ1515.which is a decimal equivalence of Year/Month/Day.
 DQ1515
 DQ1515.The orthometric height was determined by differential leveling and
 DQ1515.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1515.in November 2016.
 DQ1515
 DQ1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1515.GEOID18 height accuracy estimate available here.
 DQ1515
 DQ1515.Click photographs - Photos may exist for this station.
 DQ1515
 DQ1515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1515
 DQ1515.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1515
 DQ1515.The ellipsoidal height was determined by GPS observations
 DQ1515.and is referenced to NAD 83.
 DQ1515
 DQ1515.The dynamic height is computed by dividing the NAVD 88
 DQ1515.geopotential number by the normal gravity value computed on the
 DQ1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1515.degrees latitude (g = 980.6199 gals.).
 DQ1515
 DQ1515.The modeled gravity was interpolated from observed gravity values.
 DQ1515
 DQ1515. The following values were computed from the NAD 83(2011) position.
 DQ1515
 DQ1515;                    North         East     Units Scale Factor Converg.
 DQ1515;SPC WI S     -   181,841.391   529,696.110   MT  0.99994075   -0 35 55.1
 DQ1515;SPC WI S     -   596,591.30  1,737,844.65   sFT  0.99994075   -0 35 55.1
 DQ1515;UTM  15      - 4,833,376.280   671,718.445   MT  0.99996271   +1 28 09.4
 DQ1515
 DQ1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1515!SPC WI S     -   0.99994591  x   0.99994075  =   0.99988666
 DQ1515!UTM  15      -   0.99994591  x   0.99996271  =   0.99990862
 DQ1515
 DQ1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7171833376(NAD 83)
 DQ1515
 DQ1515                          SUPERSEDED SURVEY CONTROL
 DQ1515
 DQ1515.No superseded survey control is available for this station.
 DQ1515
 DQ1515_MARKER: DD = SURVEY DISK
 DQ1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1515_STAMPING: 3R50 2012
 DQ1515_MARK LOGO: WIDT
 DQ1515_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ1515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1515+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2015
 DQ1515
 DQ1515  HISTORY     - Date     Condition        Report By
 DQ1515  HISTORY     - 2012     MONUMENTED       WIDT
 DQ1515  HISTORY     - 20151021 GOOD             WIDT
 DQ1515
 DQ1515                          STATION DESCRIPTION
 DQ1515
 DQ1515'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1515'THE STATION IS APPROXIMATELY 8.5 MI (13.7 KM) SOUTHEAST OF COON
 DQ1515'VALLEY, 5 MI (8.0 KM) NORTH-NORTHEAST OF VIROQUA, AND 1.5 MI (2.4 KM)
 DQ1515'SOUTH-SOUTHWEST OF WESTBY.
 DQ1515'
 DQ1515'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 AND US HIGHWAY
 DQ1515'61 WITH STATE HIGHWAY 27 NORTH IN THE CITY OF WESTBY, GO SOUTH ON US
 DQ1515'HIGHWAY 14, US HIGHWAY 61, AND STATE HIGHWAY 27 FOR 1.85 MI (3.0 KM)
 DQ1515'TO SHERPE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST THEN CURVE SOUTH
 DQ1515'ON SHERPE ROAD FOR 0.05 MI (0.1 KM) TO THE STATION ON THE LEFT.
 DQ1515'
 DQ1515'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1515'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ1515'INCHES) DIAMETER CONCRETE POST, LOCATED ABOUT 5 M (16.4 FT) HIGHER
 DQ1515'THAN THE US HIGHWAY 14 GRADE AND ABOUT 1 M (3.3 FT) HIGHER THAN THE
 DQ1515'SHERPE ROAD GRADE.  THE STATION IS 25.5 M (83.7 FT) EAST OF THE
 DQ1515'CENTERLINE OF SHERPE ROAD, 10 M (32.8 FT) WEST OF THE TOP OF THE BACK
 DQ1515'SLOPE OF THE HIGHWAY, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DQ1515'BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ1515'
 DQ1515'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1515'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8414 ***********************************************************************
 DH8414  DESIGNATION -  3S01
 DH8414  PID         -  DH8414
 DH8414  STATE/COUNTY-  WI/RICHLAND
 DH8414  COUNTRY     -  US
 DH8414  USGS QUAD   -  SABIN (2018)
 DH8414
 DH8414                         *CURRENT SURVEY CONTROL
 DH8414  ______________________________________________________________________
 DH8414* NAD 83(1986) POSITION- 43 25 32.91   (N) 090 36 47.59   (W)   HD_HELD1
 DH8414* NAVD 88 ORTHO HEIGHT -   375.685 (meters)     1232.56  (feet) ADJUSTED
 DH8414  ______________________________________________________________________
 DH8414  GEOID HEIGHT    -        -33.523 (meters)                     GEOID18
 DH8414  DYNAMIC HEIGHT  -        375.586 (meters)     1232.24  (feet) COMP
 DH8414  MODELED GRAVITY -    980,345.4   (mgal)                       NAVD 88
 DH8414
 DH8414  VERT ORDER      -  SECOND    CLASS I
 DH8414
 DH8414.The horizontal coordinates were determined by differentially corrected
 DH8414.hand held GPS observations or other comparable positioning techniques
 DH8414.and have an estimated accuracy of +/- 3 meters.
 DH8414
 DH8414.The orthometric height was determined by differential leveling and
 DH8414.adjusted by the WI DEPT OF TRANSP
 DH8414.in May 2012.
 DH8414
 DH8414.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8414.GEOID18 height accuracy estimate available here.
 DH8414
 DH8414.Click photographs - Photos may exist for this station.
 DH8414
 DH8414.The dynamic height is computed by dividing the NAVD 88
 DH8414.geopotential number by the normal gravity value computed on the
 DH8414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8414.degrees latitude (g = 980.6199 gals.).
 DH8414
 DH8414.The modeled gravity was interpolated from observed gravity values.
 DH8414
 DH8414;                    North         East    Units  Estimated Accuracy
 DH8414;SPC WI S     -   158,576.2     550,348.0     MT  (+/- 3 meters HH1 GPS) 
 DH8414
 DH8414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9319610868(NAD 83)
 DH8414
 DH8414                          SUPERSEDED SURVEY CONTROL
 DH8414
 DH8414  NAVD 88 (04/20/07)  375.679  (m)         1232.54   (f) SUPERSEDED  2 1
 DH8414
 DH8414.Superseded values are not recommended for survey control.
 DH8414
 DH8414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8414.See file dsdata.pdf to determine how the superseded data were derived.
 DH8414
 DH8414_MARKER: DD = SURVEY DISK
 DH8414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8414_STAMPING: 3S01 2004
 DH8414_MARK LOGO: WIDT
 DH8414_PROJECTION: FLUSH
 DH8414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8414+STABILITY: SURFACE MOTION
 DH8414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8414+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DH8414
 DH8414  HISTORY     - Date     Condition        Report By
 DH8414  HISTORY     - 2004     MONUMENTED       WIDT
 DH8414  HISTORY     - 20100708 GOOD             WIDT
 DH8414  HISTORY     - 20160710 GOOD             WIDT
 DH8414
 DH8414                          STATION DESCRIPTION
 DH8414
 DH8414'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8414'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8414'COUNTY HIGHWAY EAST WITH COUNTY HIGHWAY G NORTH, ABOUT 6 MI (9.66 KM)
 DH8414'SOUTH-SOUTHEAST OF THE VILLAGE OF VIOLA, GO NORTH ON COUNTY HIGHWAY G
 DH8414'FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8414'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8414'STATION SET IN THE TOP OF A 41-CM ROUND CONCRETE POST ABOUT LEVEL WITH
 DH8414'THE HIGHWAY PAVEMENT.   THE STATION IS 7.3 M (24.0 FT) EAST OF THE
 DH8414'CENTERLINE OF COUNTY HIGHWAY G, 37.6 M (123.4 FT) SOUTHEAST OF A
 DH8414'TELEPHONE PEDESTAL --C1B--, 25.5 M (83.7 FT) NORTHEAST OF A POWER
 DH8414'POLE, 1 M (3.3 FT) WEST OF A CULTIVATED FIELD, 0.9 M (3.0 FT) WEST OF
 DH8414'A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE
 DH8414'PLASTIC WHITNESS POST, AND 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC
 DH8414'WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8414'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8414
 DH8414                          STATION RECOVERY (2010)
 DH8414
 DH8414'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8414'RECOVERED IN GOOD CONDITION.
 DH8414
 DH8414                          STATION RECOVERY (2016)
 DH8414
 DH8414'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8414'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4503 ***********************************************************************
 DJ4503  DESIGNATION -  3S01
 DJ4503  PID         -  DJ4503
 DJ4503  STATE/COUNTY-  WI/LA CROSSE
 DJ4503  COUNTRY     -  US
 DJ4503  USGS QUAD   -  BANGOR (2018)
 DJ4503
 DJ4503                         *CURRENT SURVEY CONTROL
 DJ4503  ______________________________________________________________________
 DJ4503* NAD 83(1986) POSITION- 43 56 07.87   (N) 090 55 46.02   (W)   HD_HELD1
 DJ4503* NAVD 88 ORTHO HEIGHT -   248.779 (meters)      816.20  (feet) ADJUSTED
 DJ4503  ______________________________________________________________________
 DJ4503  GEOID HEIGHT    -        -32.727 (meters)                     GEOID18
 DJ4503  DYNAMIC HEIGHT  -        248.733 (meters)      816.05  (feet) COMP
 DJ4503  MODELED GRAVITY -    980,429.4   (mgal)                       NAVD 88
 DJ4503
 DJ4503  VERT ORDER      -  SECOND    CLASS I
 DJ4503
 DJ4503.The horizontal coordinates were determined by differentially corrected
 DJ4503.hand held GPS observations or other comparable positioning techniques
 DJ4503.and have an estimated accuracy of +/- 3 meters.
 DJ4503
 DJ4503.The orthometric height was determined by differential leveling and
 DJ4503.adjusted by the NATIONAL GEODETIC SURVEY
 DJ4503.in September 2018.
 DJ4503
 DJ4503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4503.GEOID18 height accuracy estimate available here.
 DJ4503
 DJ4503.Click photographs - Photos may exist for this station.
 DJ4503
 DJ4503.The dynamic height is computed by dividing the NAVD 88
 DJ4503.geopotential number by the normal gravity value computed on the
 DJ4503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4503.degrees latitude (g = 980.6199 gals.).
 DJ4503
 DJ4503.The modeled gravity was interpolated from observed gravity values.
 DJ4503
 DJ4503;                    North         East    Units  Estimated Accuracy
 DJ4503;SPC WI S     -   215,438.6     525,375.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4503
 DJ4503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6618566795(NAD 83)
 DJ4503
 DJ4503                          SUPERSEDED SURVEY CONTROL
 DJ4503
 DJ4503  NAVD 88 (05/08/12)  248.814  (m)          816.32   (f) SUPERSEDED  2 1
 DJ4503  NAVD 88 (07/08/08)  248.803  (m)          816.28   (f) SUPERSEDED  2 1
 DJ4503
 DJ4503.Superseded values are not recommended for survey control.
 DJ4503
 DJ4503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4503.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4503
 DJ4503_MARKER: DD = SURVEY DISK
 DJ4503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4503_STAMPING: 3S01 2005
 DJ4503_MARK LOGO: WIDT
 DJ4503_PROJECTION: FLUSH
 DJ4503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4503+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2018
 DJ4503
 DJ4503  HISTORY     - Date     Condition        Report By
 DJ4503  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4503  HISTORY     - 20060809 GOOD             WIDT
 DJ4503  HISTORY     - 20100830 GOOD             WIDT
 DJ4503  HISTORY     - 20180514 GOOD             WIDT
 DJ4503
 DJ4503                          STATION DESCRIPTION
 DJ4503
 DJ4503'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4503'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 WITH
 DJ4503'COUNTY HIGHWAY E ABOUT 6 MI (9.7 KM) NORTHEAST OF THE VILLAGE OF WEST
 DJ4503'SALEM, GO SOUTH ON COUNTY HIGHWAY E FOR 0.15 MI (0.2 KM) TO JEWETT
 DJ4503'ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON JEWETT ROAD FOR 1.0 MI
 DJ4503'(1.6 KM) TO NIEDFELDT ROAD ON THE LEFT, CONTINUE EASTERLY ON JEWETT
 DJ4503'ROAD FOR 1.6 MI (2.6 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DJ4503'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4503'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4503'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4503'THE ROAD PAVEMENT.  THE STATION IS 7.3 M (24.0 FT) NORTH OF THE
 DJ4503'CENTERLINE OF JEWETT ROAD, 0.1 M (0.3 FT) WEST OF A PRIVATE ENTRANCE
 DJ4503'--W418--, 72 M (236.2 FT) EAST OF A METAL POST FOR A --CAUTION
 DJ4503'TELEPHONE CABLE UNDERGROUND-- SIGN, 2 M (6.6 FT) SOUTH OF AN
 DJ4503'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) EAST AND WEST OF A WHITE
 DJ4503'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4503'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4503
 DJ4503                          STATION RECOVERY (2010)
 DJ4503
 DJ4503'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4503'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 2006 DESCRIPTION--- GO
 DJ4503'SOUTH ON COUNTY HIGHWAY E FOR 0.15 MI (0.2 KM) TO JEWETT ROAD ON THE
 DJ4503'LEFT (NOT RIGHT), TURN LEFT (NOT RIGHT) AND GO EAST ON JEWETT ROAD.
 DJ4503'THE STATION IS 0.12 MILE (NOT 0.1 M) WEST OF PRIVATE ENTRANCE
 DJ4503'--W418--.  ADD---THE STATION IS 0.76 MILE WEST OF BIG CREEK ROAD.
 DJ4503
 DJ4503                          STATION RECOVERY (2018)
 DJ4503
 DJ4503'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DJ4503'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8415 ***********************************************************************
 DH8415  DESIGNATION -  3S02
 DH8415  PID         -  DH8415
 DH8415  STATE/COUNTY-  WI/RICHLAND
 DH8415  COUNTRY     -  US
 DH8415  USGS QUAD   -  SABIN (2018)
 DH8415
 DH8415                         *CURRENT SURVEY CONTROL
 DH8415  ______________________________________________________________________
 DH8415* NAD 83(1986) POSITION- 43 28 11.57   (N) 090 36 31.96   (W)   HD_HELD1
 DH8415* NAVD 88 ORTHO HEIGHT -   385.429 (meters)     1264.53  (feet) ADJUSTED
 DH8415  ______________________________________________________________________
 DH8415  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 DH8415  DYNAMIC HEIGHT  -        385.333 (meters)     1264.21  (feet) COMP
 DH8415  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 DH8415
 DH8415  VERT ORDER      -  SECOND    CLASS I
 DH8415
 DH8415.The horizontal coordinates were determined by differentially corrected
 DH8415.hand held GPS observations or other comparable positioning techniques
 DH8415.and have an estimated accuracy of +/- 3 meters.
 DH8415
 DH8415.The orthometric height was determined by differential leveling and
 DH8415.adjusted by the WI DEPT OF TRANSP
 DH8415.in May 2012.
 DH8415
 DH8415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8415.GEOID18 height accuracy estimate available here.
 DH8415
 DH8415.Click photographs - Photos may exist for this station.
 DH8415
 DH8415.The dynamic height is computed by dividing the NAVD 88
 DH8415.geopotential number by the normal gravity value computed on the
 DH8415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8415.degrees latitude (g = 980.6199 gals.).
 DH8415
 DH8415.The modeled gravity was interpolated from observed gravity values.
 DH8415
 DH8415;                    North         East    Units  Estimated Accuracy
 DH8415;SPC WI S     -   163,469.7     550,735.2     MT  (+/- 3 meters HH1 GPS) 
 DH8415
 DH8415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9340715773(NAD 83)
 DH8415
 DH8415                          SUPERSEDED SURVEY CONTROL
 DH8415
 DH8415  NAVD 88 (04/20/07)  385.423  (m)         1264.51   (f) SUPERSEDED  2 1
 DH8415
 DH8415.Superseded values are not recommended for survey control.
 DH8415
 DH8415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8415.See file dsdata.pdf to determine how the superseded data were derived.
 DH8415
 DH8415_MARKER: DD = SURVEY DISK
 DH8415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8415_STAMPING: 3S02 2004
 DH8415_MARK LOGO: WIDT
 DH8415_PROJECTION: FLUSH
 DH8415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8415+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2010
 DH8415
 DH8415  HISTORY     - Date     Condition        Report By
 DH8415  HISTORY     - 2004     MONUMENTED       WIDT
 DH8415  HISTORY     - 20100708 GOOD             WIDT
 DH8415
 DH8415                          STATION DESCRIPTION
 DH8415
 DH8415'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8415'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8415'COUNTY HIGHWAY G SOUTH WITH COUNTY HIGHWAY I EAST, ABOUT 4 MI (6.44
 DH8415'KM) SOUTHEAST OF THE VILLAGE OF VIOLA, GO SOUTH ON COUNTY HIGHWAY G
 DH8415'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8415'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8415'STATION DISK SET IN THE TOP OF A 41-CM ROUND CONCRETE POST LEVEL WITH
 DH8415'THE HIGHWAY PAVEMENT.  THE STATION IS 9.3 M (30.5 FT) EAST OF THE
 DH8415'CENTERLINE OF COUNTY HIGHWAY G, 18.2 M (59.7 FT) EAST- SOUTHEAST OF A
 DH8415'WOOD POST FOR A --COUNTY G-- SIGN, 0.8 M (2.6 FT) WEST OF A BARBED
 DH8415'WIRE FENCE, 0.7 M (2.3 FT) WEST OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DH8415'(3.3 FT) SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST, AND 1.0 M
 DH8415'(3.3 FT) NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DH8415'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8415'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8415
 DH8415                          STATION RECOVERY (2010)
 DH8415
 DH8415'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4787 ***********************************************************************
 DJ4787  DESIGNATION -  3S02
 DJ4787  PID         -  DJ4787
 DJ4787  STATE/COUNTY-  WI/LA CROSSE
 DJ4787  COUNTRY     -  US
 DJ4787  USGS QUAD   -  BANGOR (2018)
 DJ4787
 DJ4787                         *CURRENT SURVEY CONTROL
 DJ4787  ______________________________________________________________________
 DJ4787* NAD 83(2011) POSITION- 43 56 46.83331(N) 090 57 21.43770(W)   ADJUSTED
 DJ4787* NAD 83(2011) ELLIP HT-   216.091 (meters)        (08/28/18)   ADJUSTED
 DJ4787* NAD 83(2011) EPOCH   -  2010.00
 DJ4787* NAVD 88 ORTHO HEIGHT -   248.745 (meters)      816.09  (feet) ADJUSTED
 DJ4787  ______________________________________________________________________
 DJ4787  GEOID HEIGHT    -        -32.646 (meters)                     GEOID18
 DJ4787  NAD 83(2011) X  -    -76,741.606 (meters)                     COMP
 DJ4787  NAD 83(2011) Y  - -4,599,131.246 (meters)                     COMP
 DJ4787  NAD 83(2011) Z  -  4,403,950.957 (meters)                     COMP
 DJ4787  LAPLACE CORR    -         -6.20  (seconds)                    DEFLEC18
 DJ4787  DYNAMIC HEIGHT  -        248.699 (meters)      815.94  (feet) COMP
 DJ4787  MODELED GRAVITY -    980,428.9   (mgal)                       NAVD 88
 DJ4787
 DJ4787  VERT ORDER      -  SECOND    CLASS I
 DJ4787
 DJ4787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4787  Standards:
 DJ4787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4787  -------------------------------------------------------------------
 DJ4787  NETWORK    0.75   1.39           0.34   0.26   0.71     -0.07800446
 DJ4787  -------------------------------------------------------------------
 DJ4787  Click here for local accuracies and other accuracy information.
 DJ4787
 DJ4787.The horizontal coordinates were established by GPS observations
 DJ4787.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DJ4787
 DJ4787.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4787.been affixed to the stable North American tectonic plate. See 
 DJ4787.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4787
 DJ4787.The horizontal coordinates are valid at the epoch date displayed above
 DJ4787.which is a decimal equivalence of Year/Month/Day.
 DJ4787
 DJ4787.The orthometric height was determined by differential leveling and
 DJ4787.adjusted by the NATIONAL GEODETIC SURVEY
 DJ4787.in September 2018.
 DJ4787
 DJ4787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4787.GEOID18 height accuracy estimate available here.
 DJ4787
 DJ4787.Click photographs - Photos may exist for this station.
 DJ4787
 DJ4787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4787
 DJ4787.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4787
 DJ4787.The ellipsoidal height was determined by GPS observations
 DJ4787.and is referenced to NAD 83.
 DJ4787
 DJ4787.The dynamic height is computed by dividing the NAVD 88
 DJ4787.geopotential number by the normal gravity value computed on the
 DJ4787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4787.degrees latitude (g = 980.6199 gals.).
 DJ4787
 DJ4787.The modeled gravity was interpolated from observed gravity values.
 DJ4787
 DJ4787. The following values were computed from the NAD 83(2011) position.
 DJ4787
 DJ4787;                    North         East     Units Scale Factor Converg.
 DJ4787;SPC WI S     -   216,665.097   523,260.815   MT  0.99997778   -0 39 24.6
 DJ4787;SPC WI S     -   710,842.07  1,716,731.52   sFT  0.99997778   -0 39 24.6
 DJ4787;UTM  15      - 4,867,944.217   664,028.452   MT  0.99993092   +1 25 07.9
 DJ4787
 DJ4787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4787!SPC WI S     -   0.99996612  x   0.99997778  =   0.99994390
 DJ4787!UTM  15      -   0.99996612  x   0.99993092  =   0.99989704
 DJ4787
 DJ4787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6402867944(NAD 83)
 DJ4787
 DJ4787                          SUPERSEDED SURVEY CONTROL
 DJ4787
 DJ4787  NAVD 88 (05/08/12)  248.771  (m)          816.18   (f) SUPERSEDED  2 1
 DJ4787  NAVD 88 (07/08/08)  248.760  (m)          816.14   (f) SUPERSEDED  2 1
 DJ4787
 DJ4787.Superseded values are not recommended for survey control.
 DJ4787
 DJ4787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4787.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4787
 DJ4787_MARKER: DD = SURVEY DISK
 DJ4787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4787_STAMPING: 3S02 2005
 DJ4787_MARK LOGO: WIDT
 DJ4787_PROJECTION: FLUSH
 DJ4787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4787+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2018
 DJ4787
 DJ4787  HISTORY     - Date     Condition        Report By
 DJ4787  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4787  HISTORY     - 20060810 GOOD             WIDT
 DJ4787  HISTORY     - 20100830 GOOD             WIDT
 DJ4787  HISTORY     - 20180425 GOOD             WIDT
 DJ4787
 DJ4787                          STATION DESCRIPTION
 DJ4787
 DJ4787'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4787'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 WITH
 DJ4787'COUNTY HIGHWAY E ABOUT 6 MI (9.7 KM) NORTHEAST OF THE VILLAGE OF WEST
 DJ4787'SALEM, GO SOUTH ON COUNTY HIGHWAY E FOR 0.15 MI (0.2 KM) TO JEWETT
 DJ4787'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON JEWETT ROAD FOR 1.0 MI (1.6
 DJ4787'KM) TO NIEDFELDT ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON NIEDFELDT
 DJ4787'ROAD FOR 0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.
 DJ4787'
 DJ4787'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4787'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4787'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4787'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DJ4787'
 DJ4787'THE STATION IS 7.0 M (23.0 FT) EAST OF THE CENTERLINE OF NIEDFELDT
 DJ4787'ROAD, 22.2 M (72.8 FT) NORTHEAST OF A POWER POLE, 12 M (39.4 FT) NORTH
 DJ4787'OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF A WHITE
 DJ4787'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4787'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4787
 DJ4787                          STATION RECOVERY (2010)
 DJ4787
 DJ4787'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4787'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.0 M NORTH AND 1.0
 DJ4787'M SOUTH OF TWO WHITE PLASTIC WITNESS POSTS AND 0.2 M EAST OF A STEEL
 DJ4787'WITNESS POST.
 DJ4787
 DJ4787                          STATION RECOVERY (2018)
 DJ4787
 DJ4787'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DJ4787'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8416 ***********************************************************************
 DH8416  DESIGNATION -  3S03
 DH8416  PID         -  DH8416
 DH8416  STATE/COUNTY-  WI/RICHLAND
 DH8416  COUNTRY     -  US
 DH8416  USGS QUAD   -  SABIN (2018)
 DH8416
 DH8416                         *CURRENT SURVEY CONTROL
 DH8416  ______________________________________________________________________
 DH8416* NAD 83(1986) POSITION- 43 28 25.37   (N) 090 34 49.76   (W)   HD_HELD1
 DH8416* NAVD 88 ORTHO HEIGHT -   386.912 (meters)     1269.39  (feet) ADJUSTED
 DH8416  ______________________________________________________________________
 DH8416  GEOID HEIGHT    -        -33.613 (meters)                     GEOID18
 DH8416  DYNAMIC HEIGHT  -        386.816 (meters)     1269.08  (feet) COMP
 DH8416  MODELED GRAVITY -    980,360.5   (mgal)                       NAVD 88
 DH8416
 DH8416  VERT ORDER      -  SECOND    CLASS I
 DH8416
 DH8416.The horizontal coordinates were determined by differentially corrected
 DH8416.hand held GPS observations or other comparable positioning techniques
 DH8416.and have an estimated accuracy of +/- 3 meters.
 DH8416
 DH8416.The orthometric height was determined by differential leveling and
 DH8416.adjusted by the WI DEPT OF TRANSP
 DH8416.in May 2012.
 DH8416
 DH8416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8416.GEOID18 height accuracy estimate available here.
 DH8416
 DH8416.Click photographs - Photos may exist for this station.
 DH8416
 DH8416.The dynamic height is computed by dividing the NAVD 88
 DH8416.geopotential number by the normal gravity value computed on the
 DH8416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8416.degrees latitude (g = 980.6199 gals.).
 DH8416
 DH8416.The modeled gravity was interpolated from observed gravity values.
 DH8416
 DH8416;                    North         East    Units  Estimated Accuracy
 DH8416;SPC WI S     -   163,879.2     553,035.1     MT  (+/- 3 meters HH1 GPS) 
 DH8416
 DH8416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9569116265(NAD 83)
 DH8416
 DH8416                          SUPERSEDED SURVEY CONTROL
 DH8416
 DH8416  NAVD 88 (04/20/07)  386.906  (m)         1269.37   (f) SUPERSEDED  2 1
 DH8416
 DH8416.Superseded values are not recommended for survey control.
 DH8416
 DH8416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8416.See file dsdata.pdf to determine how the superseded data were derived.
 DH8416
 DH8416_MARKER: DD = SURVEY DISK
 DH8416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8416_STAMPING: 3S03 2004
 DH8416_MARK LOGO: WIDT
 DH8416_PROJECTION: FLUSH
 DH8416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8416+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2010
 DH8416
 DH8416  HISTORY     - Date     Condition        Report By
 DH8416  HISTORY     - 2004     MONUMENTED       WIDT
 DH8416  HISTORY     - 20100708 GOOD             WIDT
 DH8416
 DH8416                          STATION DESCRIPTION
 DH8416
 DH8416'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8416'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8416'COUNTY HIGHWAY I WITH COUNTY HIGHWAY G SOUTH, ABOUT 4 MI (6.44 KM)
 DH8416'SOUTHEAST OF THE VILLAGE OF VIOLA, GO EAST ON COUNTY HIGHWAY I FOR 0.9
 DH8416'MI (1.45 KM) TO ROBSON DRIVE ON THE RIGHT, CONTINUE EAST ON COUNTY
 DH8416'HIGHWAY I FOR 0.65 MI (1.05 KM) TO THE STATION ON THE LEFT.  THE
 DH8416'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8416'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM ROUND CONCRETE
 DH8416'POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.5 M
 DH8416'(18.0 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY I, 93 M (305.1 FT)
 DH8416'WEST OF THE CENTERLINE OF BENSON HOLLOW ROAD, 3 M (9.8 FT) SOUTH OF A
 DH8416'CULTIVATED FIELD, AND 1.0 M (3.3 FT) WEST AND EAST OF TWO WHITE
 DH8416'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8416'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8416
 DH8416                          STATION RECOVERY (2010)
 DH8416
 DH8416'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8416'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 31.0 M
 DH8416'WEST-NORTHWEST OF A POWER POLE AND 1.0 M SOUTH, 1.0 M EAST, AND 1.0 M
 DH8416'WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4786 ***********************************************************************
 DJ4786  DESIGNATION -  3S03
 DJ4786  PID         -  DJ4786
 DJ4786  STATE/COUNTY-  WI/LA CROSSE
 DJ4786  COUNTRY     -  US
 DJ4786  USGS QUAD   -  BANGOR (2018)
 DJ4786
 DJ4786                         *CURRENT SURVEY CONTROL
 DJ4786  ______________________________________________________________________
 DJ4786* NAD 83(1986) POSITION- 43 58 15.02   (N) 090 57 06.73   (W)   HD_HELD1
 DJ4786* NAVD 88 ORTHO HEIGHT -   243.558 (meters)      799.07  (feet) ADJUSTED
 DJ4786  ______________________________________________________________________
 DJ4786  GEOID HEIGHT    -        -32.648 (meters)                     GEOID18
 DJ4786  DYNAMIC HEIGHT  -        243.513 (meters)      798.93  (feet) COMP
 DJ4786  MODELED GRAVITY -    980,427.8   (mgal)                       NAVD 88
 DJ4786
 DJ4786  VERT ORDER      -  SECOND    CLASS I
 DJ4786
 DJ4786.The horizontal coordinates were determined by differentially corrected
 DJ4786.hand held GPS observations or other comparable positioning techniques
 DJ4786.and have an estimated accuracy of +/- 3 meters.
 DJ4786
 DJ4786.The orthometric height was determined by differential leveling and
 DJ4786.adjusted by the WI DEPT OF TRANSP
 DJ4786.in May 2012.
 DJ4786
 DJ4786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4786.GEOID18 height accuracy estimate available here.
 DJ4786
 DJ4786.Click photographs - Photos may exist for this station.
 DJ4786
 DJ4786.The dynamic height is computed by dividing the NAVD 88
 DJ4786.geopotential number by the normal gravity value computed on the
 DJ4786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4786.degrees latitude (g = 980.6199 gals.).
 DJ4786
 DJ4786.The modeled gravity was interpolated from observed gravity values.
 DJ4786
 DJ4786;                    North         East    Units  Estimated Accuracy
 DJ4786;SPC WI S     -   219,382.9     523,619.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4786
 DJ4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6428870673(NAD 83)
 DJ4786
 DJ4786                          SUPERSEDED SURVEY CONTROL
 DJ4786
 DJ4786  NAVD 88 (07/08/08)  243.547  (m)          799.04   (f) SUPERSEDED  2 1
 DJ4786
 DJ4786.Superseded values are not recommended for survey control.
 DJ4786
 DJ4786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4786.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4786
 DJ4786_MARKER: DD = SURVEY DISK
 DJ4786_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4786_SP_SET: BRIDGE WING WALL
 DJ4786_STAMPING: 3S03 2005
 DJ4786_MARK LOGO: WIDT
 DJ4786_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4786+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2018
 DJ4786
 DJ4786  HISTORY     - Date     Condition        Report By
 DJ4786  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4786  HISTORY     - 20060811 GOOD             WIDT
 DJ4786  HISTORY     - 20100830 GOOD             WIDT
 DJ4786  HISTORY     - 20180425 GOOD             WIDT
 DJ4786
 DJ4786                          STATION DESCRIPTION
 DJ4786
 DJ4786'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4786'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 WITH
 DJ4786'COUNTY HIGHWAY T ABOUT 8 MI (12.9 KM) NORTHWEST OF THE CITY OF SPARTA,
 DJ4786'GO SOUTHWEST ON STATE HIGHWAY 162 FOR 4.0 MI (6.4 KM) TO NIEDFELDT
 DJ4786'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON NIEDFELDT ROAD FOR 0.1 MI
 DJ4786'(0.2 KM) TO A BRIDGE OVER BURNS CREEK AND THE STATION ON THE LEFT.
 DJ4786'
 DJ4786'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4786'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4786'WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-32-81-81--, ABOUT LEVEL
 DJ4786'WITH THE ROAD PAVEMENT.
 DJ4786'
 DJ4786'THE STATION IS 4.3 M (14.1 FT) EAST OF THE CENTERLINE OF NIEDFELDT
 DJ4786'ROAD AND 0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4786
 DJ4786                          STATION RECOVERY (2010)
 DJ4786
 DJ4786'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4786'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.9 M SOUTH OF A
 DJ4786'WHITE PLASTIC WITNESS POST.  NOTE---VISIBLE OBSTRUCTIONS AT THIS
 DJ4786'STATION ARE TREES IN THE EASTERN QUADRANTS EXTENDING TO 60 DEGREES
 DJ4786'ABOVE THE HORIZON.
 DJ4786
 DJ4786                          STATION RECOVERY (2018)
 DJ4786
 DJ4786'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DJ4786'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8417 ***********************************************************************
 DH8417  DESIGNATION -  3S04
 DH8417  PID         -  DH8417
 DH8417  STATE/COUNTY-  WI/RICHLAND
 DH8417  COUNTRY     -  US
 DH8417  USGS QUAD   -  SABIN (2018)
 DH8417
 DH8417                         *CURRENT SURVEY CONTROL
 DH8417  ______________________________________________________________________
 DH8417* NAD 83(1986) POSITION- 43 28 25.05   (N) 090 33 08.32   (W)   HD_HELD1
 DH8417* NAVD 88 ORTHO HEIGHT -   389.780 (meters)     1278.80  (feet) ADJUSTED
 DH8417  ______________________________________________________________________
 DH8417  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 DH8417  DYNAMIC HEIGHT  -        389.682 (meters)     1278.48  (feet) COMP
 DH8417  MODELED GRAVITY -    980,357.6   (mgal)                       NAVD 88
 DH8417
 DH8417  VERT ORDER      -  SECOND    CLASS I
 DH8417
 DH8417.The horizontal coordinates were determined by differentially corrected
 DH8417.hand held GPS observations or other comparable positioning techniques
 DH8417.and have an estimated accuracy of +/- 3 meters.
 DH8417
 DH8417.The orthometric height was determined by differential leveling and
 DH8417.adjusted by the WI DEPT OF TRANSP
 DH8417.in May 2012.
 DH8417
 DH8417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8417.GEOID18 height accuracy estimate available here.
 DH8417
 DH8417.Click photographs - Photos may exist for this station.
 DH8417
 DH8417.The dynamic height is computed by dividing the NAVD 88
 DH8417.geopotential number by the normal gravity value computed on the
 DH8417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8417.degrees latitude (g = 980.6199 gals.).
 DH8417
 DH8417.The modeled gravity was interpolated from observed gravity values.
 DH8417
 DH8417;                    North         East    Units  Estimated Accuracy
 DH8417;SPC WI S     -   163,853.8     555,314.8     MT  (+/- 3 meters HH1 GPS) 
 DH8417
 DH8417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9797116322(NAD 83)
 DH8417
 DH8417                          SUPERSEDED SURVEY CONTROL
 DH8417
 DH8417  NAVD 88 (04/20/07)  389.773  (m)         1278.78   (f) SUPERSEDED  2 1
 DH8417
 DH8417.Superseded values are not recommended for survey control.
 DH8417
 DH8417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8417.See file dsdata.pdf to determine how the superseded data were derived.
 DH8417
 DH8417_MARKER: DD = SURVEY DISK
 DH8417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8417_STAMPING: 3S04 2004
 DH8417_MARK LOGO: WIDT
 DH8417_PROJECTION: FLUSH
 DH8417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8417+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2010
 DH8417
 DH8417  HISTORY     - Date     Condition        Report By
 DH8417  HISTORY     - 2004     MONUMENTED       WIDT
 DH8417  HISTORY     - 20100708 GOOD             WIDT
 DH8417
 DH8417                          STATION DESCRIPTION
 DH8417
 DH8417'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8417'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8417'STATE HIGHWAY 56 WITH COUNTY HIGHWAY A AND COUNTY HIGHWAY I, ABOUT 8
 DH8417'MI (12.87 KM) SOUTHEAST OF THE VILLAGE OF LA FARGE, GO SOUTH ON COUNTY
 DH8417'HIGHWAY A AND COUNTY HIGHWAY I FOR 0.5 MI (0.8 KM) TO SLEEPY VALLEY
 DH8417'ROAD ON THE LEFT AND COUNTY HIGHWAY I ON THE RIGHT, TURN RIGHT AND GO
 DH8417'WEST ON COUNTY HIGHWAY I FOR 0.5 MI (0.8 KM) TO ASH RIDGE ROAD AND
 DH8417'CONTINUE WEST ON COUNTY HIGHWAY I FOR 0.1 MI (0.16 KM) TO THE STATION
 DH8417'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8417'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8417'A 41-CM ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8417'THE STATION IS 8.6 M (28.2 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DH8417'HIGHWAY I, 95 M (311.7 FT) WEST OF A WOOD POST FOR A --ASH RIDGE
 DH8417'UNINCORPORATED-- SIGN, 29.2 M (95.8 FT) SOUTHEAST OF A POWERPOLE, 1.0
 DH8417'M (3.3 FT) NORTH OF A BARBED WIRE FENCE, 0.9 M (3.0 FT) NORTH OF A
 DH8417'WHITE PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) SOUTHEAST AND SOUTHWEST
 DH8417'OF 2 WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DH8417'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8417'HORIZON.
 DH8417
 DH8417                          STATION RECOVERY (2010)
 DH8417
 DH8417'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8417'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 65 M WEST OF A
 DH8417'--INTERSECTION AHEAD 45 MPH-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4860 ***********************************************************************
 DJ4860  DESIGNATION -  3S04
 DJ4860  PID         -  DJ4860
 DJ4860  STATE/COUNTY-  WI/LA CROSSE
 DJ4860  COUNTRY     -  US
 DJ4860  USGS QUAD   -  BANGOR (2018)
 DJ4860
 DJ4860                         *CURRENT SURVEY CONTROL
 DJ4860  ______________________________________________________________________
 DJ4860* NAD 83(1986) POSITION- 43 59 55.19   (N) 090 56 04.68   (W)   HD_HELD1
 DJ4860* NAVD 88 ORTHO HEIGHT -   266.963 (meters)      875.86  (feet) ADJUSTED
 DJ4860  ______________________________________________________________________
 DJ4860  GEOID HEIGHT    -        -32.683 (meters)                     GEOID18
 DJ4860  DYNAMIC HEIGHT  -        266.913 (meters)      875.70  (feet) COMP
 DJ4860  MODELED GRAVITY -    980,425.8   (mgal)                       NAVD 88
 DJ4860
 DJ4860  VERT ORDER      -  SECOND    CLASS I
 DJ4860
 DJ4860.The horizontal coordinates were determined by differentially corrected
 DJ4860.hand held GPS observations or other comparable positioning techniques
 DJ4860.and have an estimated accuracy of +/- 3 meters.
 DJ4860
 DJ4860.The orthometric height was determined by differential leveling and
 DJ4860.adjusted by the WI DEPT OF TRANSP
 DJ4860.in May 2012.
 DJ4860
 DJ4860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4860.GEOID18 height accuracy estimate available here.
 DJ4860
 DJ4860.Click photographs - Photos may exist for this station.
 DJ4860
 DJ4860.The dynamic height is computed by dividing the NAVD 88
 DJ4860.geopotential number by the normal gravity value computed on the
 DJ4860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4860.degrees latitude (g = 980.6199 gals.).
 DJ4860
 DJ4860.The modeled gravity was interpolated from observed gravity values.
 DJ4860
 DJ4860;                    North         East    Units  Estimated Accuracy
 DJ4860;SPC WI S     -   222,458.7     525,037.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4860
 DJ4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6559373798(NAD 83)
 DJ4860
 DJ4860                          SUPERSEDED SURVEY CONTROL
 DJ4860
 DJ4860  NAVD 88 (07/08/08)  266.952  (m)          875.83   (f) SUPERSEDED  2 1
 DJ4860
 DJ4860.Superseded values are not recommended for survey control.
 DJ4860
 DJ4860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4860.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4860
 DJ4860_MARKER: DD = SURVEY DISK
 DJ4860_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4860_SP_SET: CULVERT WINGWALL
 DJ4860_STAMPING: 3S04 2005
 DJ4860_MARK LOGO: WIDT
 DJ4860_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4860+STABILITY: SURFACE MOTION
 DJ4860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4860+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2018
 DJ4860
 DJ4860  HISTORY     - Date     Condition        Report By
 DJ4860  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4860  HISTORY     - 20060815 GOOD             WIDT
 DJ4860  HISTORY     - 20100830 GOOD             WIDT
 DJ4860  HISTORY     - 20180424 GOOD             WIDT
 DJ4860
 DJ4860                          STATION DESCRIPTION
 DJ4860
 DJ4860'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4860'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 WITH
 DJ4860'COUNTY HIGHWAY T ABOUT 8 MI (12.9 KM) NORTHWEST OF THE CITY OF SPARTA,
 DJ4860'GO SOUTHWEST ON STATE HIGHWAY 162 FOR 2.0 MI (3.2 KM) TO PETTINGER
 DJ4860'HILL ROAD ON THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 162 FOR 0.05 MI
 DJ4860'(0.1 KM) TO A BOX CULVERT FOR A SMALL CREEK AND THE STATION ON THE
 DJ4860'LEFT.
 DJ4860'
 DJ4860'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4860'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4860'WING WALL OF THE BOX CULVERT, ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 DJ4860'PAVEMENT.
 DJ4860'
 DJ4860'THE STATION IS 7.2 M (23.6 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4860'162 AND 0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4860
 DJ4860                          STATION RECOVERY (2010)
 DJ4860
 DJ4860'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4860'RECOVERED IN GOOD CONDITION.  NOTE---VISIBLE OBSTRUCTIONS AT THIS
 DJ4860'STATION ARE TREES TO THE SOUTHEAST EXTENDING TO 45 DEGREES ABOVE THE
 DJ4860'HORIZON.
 DJ4860
 DJ4860                          STATION RECOVERY (2018)
 DJ4860
 DJ4860'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DJ4860'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8418 ***********************************************************************
 DH8418  DESIGNATION -  3S05
 DH8418  PID         -  DH8418
 DH8418  STATE/COUNTY-  WI/RICHLAND
 DH8418  COUNTRY     -  US
 DH8418  USGS QUAD   -  WEST LIMA (2018)
 DH8418
 DH8418                         *CURRENT SURVEY CONTROL
 DH8418  ______________________________________________________________________
 DH8418* NAD 83(1986) POSITION- 43 30 14.56   (N) 090 32 23.63   (W)   HD_HELD1
 DH8418* NAVD 88 ORTHO HEIGHT -   379.876 (meters)     1246.31  (feet) ADJUSTED
 DH8418  ______________________________________________________________________
 DH8418  GEOID HEIGHT    -        -33.737 (meters)                     GEOID18
 DH8418  DYNAMIC HEIGHT  -        379.782 (meters)     1246.00  (feet) COMP
 DH8418  MODELED GRAVITY -    980,360.2   (mgal)                       NAVD 88
 DH8418
 DH8418  VERT ORDER      -  SECOND    CLASS I
 DH8418
 DH8418.The horizontal coordinates were determined by differentially corrected
 DH8418.hand held GPS observations or other comparable positioning techniques
 DH8418.and have an estimated accuracy of +/- 3 meters.
 DH8418
 DH8418.The orthometric height was determined by differential leveling and
 DH8418.adjusted by the WI DEPT OF TRANSP
 DH8418.in May 2012.
 DH8418
 DH8418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8418.GEOID18 height accuracy estimate available here.
 DH8418
 DH8418.Click photographs - Photos may exist for this station.
 DH8418
 DH8418.The dynamic height is computed by dividing the NAVD 88
 DH8418.geopotential number by the normal gravity value computed on the
 DH8418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8418.degrees latitude (g = 980.6199 gals.).
 DH8418
 DH8418.The modeled gravity was interpolated from observed gravity values.
 DH8418
 DH8418;                    North         East    Units  Estimated Accuracy
 DH8418;SPC WI S     -   167,226.6     556,341.0     MT  (+/- 3 meters HH1 GPS) 
 DH8418
 DH8418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9887519730(NAD 83)
 DH8418
 DH8418                          SUPERSEDED SURVEY CONTROL
 DH8418
 DH8418  NAVD 88 (04/20/07)  379.869  (m)         1246.29   (f) SUPERSEDED  2 1
 DH8418
 DH8418.Superseded values are not recommended for survey control.
 DH8418
 DH8418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8418.See file dsdata.pdf to determine how the superseded data were derived.
 DH8418
 DH8418_MARKER: DD = SURVEY DISK
 DH8418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8418_STAMPING: 3S05 2004
 DH8418_MARK LOGO: WIDT
 DH8418_PROJECTION: FLUSH
 DH8418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8418+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2010
 DH8418
 DH8418  HISTORY     - Date     Condition        Report By
 DH8418  HISTORY     - 2004     MONUMENTED       WIDT
 DH8418  HISTORY     - 20100707 GOOD             WIDT
 DH8418
 DH8418                          STATION DESCRIPTION
 DH8418
 DH8418'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8418'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8418'STATE HIGHWAY 56 WITH COUNTY HIGHWAY A AND COUNTY HIGHWAY I ABOUT 8 MI
 DH8418'(12.87 KM) SOUTHEAST OF THE VILLAGE OF LA FARGE, GO NORTH ON COUNTY
 DH8418'HIGHWAY A FOR 1.0 MI (1.61 KM) TO GAULT VALLEY ROAD ON THE RIGHT,
 DH8418'CONTINUE NORTH ON COUNTY HIGHWAY A FOR 0.5 MI (0.8 KM) TO THE STATION
 DH8418'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8418'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8418'A 41-CM ROUND CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 DH8418'PAVEMENT.  THE STATION IS 12.0 M (39.4 FT) EAST OF THE CENTERLINE OF
 DH8418'COUNTY HIGHWAY A, 29 M (95.1 FT) SOUTH OF THE CENTERLINE OF PLAINVIEW
 DH8418'LANE, 2.8 M (9.2 FT) WEST OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT)
 DH8418'WEST, SOUTHEAST, AND NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DH8418'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONEXTENDING HIGHER
 DH8418'THAN 15 DEGREES ABOVE THE HORIZ0N.
 DH8418
 DH8418                          STATION RECOVERY (2010)
 DH8418
 DH8418'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8419 ***********************************************************************
 DH8419  DESIGNATION -  3S06
 DH8419  PID         -  DH8419
 DH8419  STATE/COUNTY-  WI/RICHLAND
 DH8419  COUNTRY     -  US
 DH8419  USGS QUAD   -  WEST LIMA (2018)
 DH8419
 DH8419                         *CURRENT SURVEY CONTROL
 DH8419  ______________________________________________________________________
 DH8419* NAD 83(1986) POSITION- 43 31 33.98   (N) 090 31 49.09   (W)   HD_HELD1
 DH8419* NAVD 88 ORTHO HEIGHT -   322.467 (meters)     1057.96  (feet) ADJUSTED
 DH8419  ______________________________________________________________________
 DH8419  GEOID HEIGHT    -        -33.782 (meters)                     GEOID18
 DH8419  DYNAMIC HEIGHT  -        322.385 (meters)     1057.69  (feet) COMP
 DH8419  MODELED GRAVITY -    980,355.8   (mgal)                       NAVD 88
 DH8419
 DH8419  VERT ORDER      -  SECOND    CLASS I
 DH8419
 DH8419.The horizontal coordinates were determined by differentially corrected
 DH8419.hand held GPS observations or other comparable positioning techniques
 DH8419.and have an estimated accuracy of +/- 3 meters.
 DH8419
 DH8419.The orthometric height was determined by differential leveling and
 DH8419.adjusted by the WI DEPT OF TRANSP
 DH8419.in May 2012.
 DH8419
 DH8419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8419.GEOID18 height accuracy estimate available here.
 DH8419
 DH8419.Click photographs - Photos may exist for this station.
 DH8419
 DH8419.The dynamic height is computed by dividing the NAVD 88
 DH8419.geopotential number by the normal gravity value computed on the
 DH8419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8419.degrees latitude (g = 980.6199 gals.).
 DH8419
 DH8419.The modeled gravity was interpolated from observed gravity values.
 DH8419
 DH8419;                    North         East    Units  Estimated Accuracy
 DH8419;SPC WI S     -   169,672.5     557,132.4     MT  (+/- 3 meters HH1 GPS) 
 DH8419
 DH8419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9957822203(NAD 83)
 DH8419
 DH8419                          SUPERSEDED SURVEY CONTROL
 DH8419
 DH8419  NAVD 88 (04/20/07)  322.460  (m)         1057.94   (f) SUPERSEDED  2 1
 DH8419
 DH8419.Superseded values are not recommended for survey control.
 DH8419
 DH8419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8419.See file dsdata.pdf to determine how the superseded data were derived.
 DH8419
 DH8419_MARKER: DD = SURVEY DISK
 DH8419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8419_SP_SET: BRIDGE WINGWALL
 DH8419_STAMPING: 3S06 2004
 DH8419_MARK LOGO: WIDT
 DH8419_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8419+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2010
 DH8419
 DH8419  HISTORY     - Date     Condition        Report By
 DH8419  HISTORY     - 2004     MONUMENTED       WIDT
 DH8419  HISTORY     - 20100707 GOOD             WIDT
 DH8419
 DH8419                          STATION DESCRIPTION
 DH8419
 DH8419'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8419'OWNERSHIP--TOWN OF BLOOM.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8419'COUNTY HIGHWAY A SOUTH AND COUNTY HIGHWAY D SOUTH WITH COUNTY HIGHWAY
 DH8419'A NORTH AND COUNTY HIGHWAY D NORTH (CHRISTIAN ROAD) IN THE COMMUNITY
 DH8419'OF WEST LIMA ABOUT 5 MI (8.05 KM) EAST-SOUTHEAST OF THE VILLAGE OF LA
 DH8419'FARGE, GO WEST THEN SOUTHERLY ON COUNTY HIGHWAY A FOR 2.0 MI (3.22 KM)
 DH8419'TO CHERRY VALLEY ROAD ON THE LEFT, TURN LEFT AND GO EAST ON CHERRY
 DH8419'VALLEY ROAD FOR 1.1 MI (1.77 KM) TO OVER THE HILL ROAD ON THE LEFT AND
 DH8419'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH8419'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8419'SOUTHWEST WINGWALL OF BRIDGE --B-52-203-97-- ABOUT LEVEL WITH THE ROAD
 DH8419'PAVEMENT.  THE STATION IS 4.4 M (14.4 FT) WEST OF THE CENTERLINE OF
 DH8419'OVER THE HILL ROAD AND 41.3 M (135.5 FT) NORTH OF THE CENTERLINE OF
 DH8419'CHERRY VALLEY ROAD.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8419'OBSERVATIONS DUE TO TREES TO THE SOUTH AND WEST EXTENDING TO 30
 DH8419'DEGREES.
 DH8419
 DH8419                          STATION RECOVERY (2010)
 DH8419
 DH8419'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8420 ***********************************************************************
 DH8420  DESIGNATION -  3S07
 DH8420  PID         -  DH8420
 DH8420  STATE/COUNTY-  WI/RICHLAND
 DH8420  COUNTRY     -  US
 DH8420  USGS QUAD   -  YUBA (2018)
 DH8420
 DH8420                         *CURRENT SURVEY CONTROL
 DH8420  ______________________________________________________________________
 DH8420* NAD 83(1986) POSITION- 43 31 27.09   (N) 090 29 20.05   (W)   HD_HELD1
 DH8420* NAVD 88 ORTHO HEIGHT -   280.893 (meters)      921.56  (feet) ADJUSTED
 DH8420  ______________________________________________________________________
 DH8420  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 DH8420  DYNAMIC HEIGHT  -        280.822 (meters)      921.33  (feet) COMP
 DH8420  MODELED GRAVITY -    980,357.5   (mgal)                       NAVD 88
 DH8420
 DH8420  VERT ORDER      -  SECOND    CLASS I
 DH8420
 DH8420.The horizontal coordinates were determined by differentially corrected
 DH8420.hand held GPS observations or other comparable positioning techniques
 DH8420.and have an estimated accuracy of +/- 3 meters.
 DH8420
 DH8420.The orthometric height was determined by differential leveling and
 DH8420.adjusted by the WI DEPT OF TRANSP
 DH8420.in May 2012.
 DH8420
 DH8420.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8420.GEOID18 height accuracy estimate available here.
 DH8420
 DH8420.Click photographs - Photos may exist for this station.
 DH8420
 DH8420.The dynamic height is computed by dividing the NAVD 88
 DH8420.geopotential number by the normal gravity value computed on the
 DH8420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8420.degrees latitude (g = 980.6199 gals.).
 DH8420
 DH8420.The modeled gravity was interpolated from observed gravity values.
 DH8420
 DH8420;                    North         East    Units  Estimated Accuracy
 DH8420;SPC WI S     -   169,439.4     560,477.8     MT  (+/- 3 meters HH1 GPS) 
 DH8420
 DH8420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0293022091(NAD 83)
 DH8420
 DH8420                          SUPERSEDED SURVEY CONTROL
 DH8420
 DH8420  NAVD 88 (04/20/07)  280.886  (m)          921.54   (f) SUPERSEDED  2 1
 DH8420
 DH8420.Superseded values are not recommended for survey control.
 DH8420
 DH8420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8420.See file dsdata.pdf to determine how the superseded data were derived.
 DH8420
 DH8420_MARKER: DD = SURVEY DISK
 DH8420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8420_SP_SET: BRIDGE WINGWALL
 DH8420_STAMPING: 3S07 2004
 DH8420_MARK LOGO: WIDT
 DH8420_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8420+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2010
 DH8420
 DH8420  HISTORY     - Date     Condition        Report By
 DH8420  HISTORY     - 2004     MONUMENTED       WIDT
 DH8420  HISTORY     - 20100707 GOOD             WIDT
 DH8420
 DH8420                          STATION DESCRIPTION
 DH8420
 DH8420'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8420'OWNERSHIP--TOWN OF BLOOM.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8420'COUNTY HIGHWAY A SOUTH AND COUNTY HIGHWAY D SOUTH WITH COUNTY HIGHWAY
 DH8420'A NORTH AND COUNTY HIGHWAY D NORTH (CHRISTIAN STREET) IN THE COMMUNITY
 DH8420'OF WEST LIMA ABOUT 5 MI (8.05 KM) EAST-SOUTHEAST OF THE VILLAGE OF LA
 DH8420'FARGE, GO EAST THEN SOUTHEAST ON COUNTY HIGHWAY D SOUTH FOR 3.0 MI
 DH8420'(4.83 KM) TO CHERRY VALLEY ROAD ON THE RIGHT, TURN RIGHT AND GO WEST
 DH8420'ON CHERRY VALLEY ROAD FOR 0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.
 DH8420'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8420'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTHEAST WINGWALL OF
 DH8420'BRIDGE --B-52-132-90-- ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH8420'STATION IS 4.2 M (13.8 FT) SOUTH OF THE CENTERLINE OF CHERRY VALLEY
 DH8420'ROAD.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 DH8420'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8420
 DH8420                          STATION RECOVERY (2010)
 DH8420
 DH8420'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8420'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M WEST OF A
 DH8420'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8422 ***********************************************************************
 DH8422  DESIGNATION -  3S09
 DH8422  PID         -  DH8422
 DH8422  STATE/COUNTY-  WI/VERNON
 DH8422  COUNTRY     -  US
 DH8422  USGS QUAD   -  HILLSBORO (2018)
 DH8422
 DH8422                         *CURRENT SURVEY CONTROL
 DH8422  ______________________________________________________________________
 DH8422* NAD 83(1986) POSITION- 43 38 54.15   (N) 090 21 02.88   (W)   HD_HELD1
 DH8422* NAVD 88 ORTHO HEIGHT -   293.113 (meters)      961.65  (feet) ADJUSTED
 DH8422  ______________________________________________________________________
 DH8422  GEOID HEIGHT    -        -34.333 (meters)                     GEOID18
 DH8422  DYNAMIC HEIGHT  -        293.037 (meters)      961.41  (feet) COMP
 DH8422  MODELED GRAVITY -    980,353.9   (mgal)                       NAVD 88
 DH8422
 DH8422  VERT ORDER      -  SECOND    CLASS I
 DH8422
 DH8422.The horizontal coordinates were determined by differentially corrected
 DH8422.hand held GPS observations or other comparable positioning techniques
 DH8422.and have an estimated accuracy of +/- 3 meters.
 DH8422
 DH8422.The orthometric height was determined by differential leveling and
 DH8422.adjusted by the WI DEPT OF TRANSP
 DH8422.in May 2012.
 DH8422
 DH8422.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8422.GEOID18 height accuracy estimate available here.
 DH8422
 DH8422.Click photographs - Photos may exist for this station.
 DH8422
 DH8422.The dynamic height is computed by dividing the NAVD 88
 DH8422.geopotential number by the normal gravity value computed on the
 DH8422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8422.degrees latitude (g = 980.6199 gals.).
 DH8422
 DH8422.The modeled gravity was interpolated from observed gravity values.
 DH8422
 DH8422;                    North         East    Units  Estimated Accuracy
 DH8422;SPC WI S     -   183,179.5     571,699.8     MT  (+/- 3 meters HH1 GPS) 
 DH8422
 DH8422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1365136230(NAD 83)
 DH8422
 DH8422                          SUPERSEDED SURVEY CONTROL
 DH8422
 DH8422  NAVD 88 (04/20/07)  293.104  (m)          961.63   (f) SUPERSEDED  2 1
 DH8422
 DH8422.Superseded values are not recommended for survey control.
 DH8422
 DH8422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8422.See file dsdata.pdf to determine how the superseded data were derived.
 DH8422
 DH8422_MARKER: DD = SURVEY DISK
 DH8422_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8422_SP_SET: BRIDGE PARAPET
 DH8422_STAMPING: 3S09 2004
 DH8422_MARK LOGO: WIDT
 DH8422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8422+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2010
 DH8422
 DH8422  HISTORY     - Date     Condition        Report By
 DH8422  HISTORY     - 2004     MONUMENTED       WIDT
 DH8422  HISTORY     - 20100622 GOOD             WIDT
 DH8422
 DH8422                          STATION DESCRIPTION
 DH8422
 DH8422'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8422'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8422'STATION FROM THE JUNCTION OF STATE HIGHWAY 33 EAST, STATE HIGHWAY 80
 DH8422'AND STATE HIGHWAY 82 EAST (WATER AVENUE) WITH STATE HIGHWAY 33 WEST,
 DH8422'STATE HIGHWAY 82 WEST, AND COUNTY HIGHWAY F (MILL STREET), IN THE CITY
 DH8422'HILLSBORO, GO WEST ON STATE HIGHWAY 80 (WATER AVENUE) FOR 0.05 MI
 DH8422'(0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8422'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8422'DISK SET IN THE WEST END OF THE SOUTH PARAPET OF A BRIDGE ABOUT 1 M
 DH8422'(3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 7.0 M (23.0 FT)
 DH8422'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 80 AND 60 M (196.9 FT) EAST
 DH8422'OF THE WEST END OF THE SOUTH GUARDRAIL.  ---NOTE--- THIS STATION HAS
 DH8422'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8422'HORIZON.
 DH8422
 DH8422                          STATION RECOVERY (2010)
 DH8422
 DH8422'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8422'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.6 M (NOT 60 M)
 DH8422'WEST (NOT EAST) OF THE WEST END OF A METAL GUARDRAIL, 17 CM EAST OF
 DH8422'THE WEST END OF THE BRIDGE PARAPET, AND 0.5 M EAST OF A WHITE PLASTIC
 DH8422'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8423 ***********************************************************************
 DH8423  DESIGNATION -  3S10
 DH8423  PID         -  DH8423
 DH8423  STATE/COUNTY-  WI/VERNON
 DH8423  COUNTRY     -  US
 DH8423  USGS QUAD   -  HILLSBORO (2018)
 DH8423
 DH8423                         *CURRENT SURVEY CONTROL
 DH8423  ______________________________________________________________________
 DH8423* NAD 83(1986) POSITION- 43 39 12.08   (N) 090 20 08.88   (W)   HD_HELD1
 DH8423* NAVD 88 ORTHO HEIGHT -   288.113 (meters)      945.25  (feet) ADJUSTED
 DH8423  ______________________________________________________________________
 DH8423  GEOID HEIGHT    -        -34.380 (meters)                     GEOID18
 DH8423  DYNAMIC HEIGHT  -        288.038 (meters)      945.00  (feet) COMP
 DH8423  MODELED GRAVITY -    980,353.0   (mgal)                       NAVD 88
 DH8423
 DH8423  VERT ORDER      -  SECOND    CLASS I
 DH8423
 DH8423.The horizontal coordinates were determined by differentially corrected
 DH8423.hand held GPS observations or other comparable positioning techniques
 DH8423.and have an estimated accuracy of +/- 3 meters.
 DH8423
 DH8423.The orthometric height was determined by differential leveling and
 DH8423.adjusted by the WI DEPT OF TRANSP
 DH8423.in May 2012.
 DH8423
 DH8423.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8423.GEOID18 height accuracy estimate available here.
 DH8423
 DH8423.Click photographs - Photos may exist for this station.
 DH8423
 DH8423.The dynamic height is computed by dividing the NAVD 88
 DH8423.geopotential number by the normal gravity value computed on the
 DH8423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8423.degrees latitude (g = 980.6199 gals.).
 DH8423
 DH8423.The modeled gravity was interpolated from observed gravity values.
 DH8423
 DH8423;                    North         East    Units  Estimated Accuracy
 DH8423;SPC WI S     -   183,727.8     572,912.1     MT  (+/- 3 meters HH1 GPS) 
 DH8423
 DH8423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1484336822(NAD 83)
 DH8423
 DH8423                          SUPERSEDED SURVEY CONTROL
 DH8423
 DH8423  NAVD 88 (04/20/07)  288.103  (m)          945.22   (f) SUPERSEDED  2 1
 DH8423
 DH8423.Superseded values are not recommended for survey control.
 DH8423
 DH8423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8423.See file dsdata.pdf to determine how the superseded data were derived.
 DH8423
 DH8423_MARKER: DD = SURVEY DISK
 DH8423_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8423_SP_SET: BRIDGE WINGWALL
 DH8423_STAMPING: 3S10 2004
 DH8423_MARK LOGO: WIDT
 DH8423_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8423+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2010
 DH8423
 DH8423  HISTORY     - Date     Condition        Report By
 DH8423  HISTORY     - 2004     MONUMENTED       WIDT
 DH8423  HISTORY     - 20100622 GOOD             WIDT
 DH8423
 DH8423                          STATION DESCRIPTION
 DH8423
 DH8423'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8423'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8423'STATE HIGHWAY 33 EAST, STATE HIGHWAY 80 NORTH, STATE HIGHWAY 82 EAST
 DH8423'(WATER AVENUE) WITH STATE HIGHWAY 33 WEST AND STATE HIGHWAY 82 WEST
 DH8423'(MILL STREET) IN THE CITY OF HILLSBORO, GO NORTHEAST ON STATE HIGHWAY
 DH8423'33 EAST, STATE HIGHWAY 80 NORTH AND STATE HIGHWAY 82 (WATER AVENUE)
 DH8423'FOR 0.2 MI (0.32 KM) TO COUNTY HIGHWAY FF (EAST MADISON STREET) ON THE
 DH8423'RIGHT, TURN RIGHT AND GO SOUTHEAST ON COUNTY HIGHWAY FF (EAST MADISON
 DH8423'STREET) FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION
 DH8423'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8423'CONTROL STATION DISK SET IN THE NORTHERN MOST WINGWALL OF A BRIDGE
 DH8423'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.4 M (27.6 FT)
 DH8423'NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY FF (EAST MADISON STREET)
 DH8423'AND 7 M (23.0 FT) SOUTHEAST OF EXTENDED CENTERLINE OF CREST AVENUE.
 DH8423
 DH8423                          STATION RECOVERY (2010)
 DH8423
 DH8423'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8423'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.4 M SOUTHEAST OF
 DH8423'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8424 ***********************************************************************
 DH8424  DESIGNATION -  3S11
 DH8424  PID         -  DH8424
 DH8424  STATE/COUNTY-  WI/JUNEAU
 DH8424  COUNTRY     -  US
 DH8424  USGS QUAD   -  HILLSBORO (2018)
 DH8424
 DH8424                         *CURRENT SURVEY CONTROL
 DH8424  ______________________________________________________________________
 DH8424* NAD 83(1986) POSITION- 43 40 51.0    (N) 090 16 05.1    (W)   HD_HELD2
 DH8424* NAVD 88 ORTHO HEIGHT -   282.482 (meters)      926.78  (feet) ADJUSTED
 DH8424  ______________________________________________________________________
 DH8424  GEOID HEIGHT    -        -34.583 (meters)                     GEOID18
 DH8424  DYNAMIC HEIGHT  -        282.413 (meters)      926.55  (feet) COMP
 DH8424  MODELED GRAVITY -    980,370.5   (mgal)                       NAVD 88
 DH8424
 DH8424  VERT ORDER      -  SECOND    CLASS I
 DH8424
 DH8424.The horizontal coordinates were established by autonomous hand held GPS
 DH8424.observations and have an estimated accuracy of +/- 10 meters.
 DH8424
 DH8424.The orthometric height was determined by differential leveling and
 DH8424.adjusted by the WI DEPT OF TRANSP
 DH8424.in May 2012.
 DH8424
 DH8424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8424.GEOID18 height accuracy estimate available here.
 DH8424
 DH8424.Click photographs - Photos may exist for this station.
 DH8424
 DH8424.The dynamic height is computed by dividing the NAVD 88
 DH8424.geopotential number by the normal gravity value computed on the
 DH8424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8424.degrees latitude (g = 980.6199 gals.).
 DH8424
 DH8424.The modeled gravity was interpolated from observed gravity values.
 DH8424
 DH8424;                    North         East    Units  Estimated Accuracy
 DH8424;SPC WI S     -   186,761.      578,384.      MT  (+/- 10 meters HH2 GPS)
 DH8424
 DH8424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2020340051(NAD 83)
 DH8424
 DH8424                          SUPERSEDED SURVEY CONTROL
 DH8424
 DH8424  NAVD 88 (04/20/07)  282.472  (m)          926.74   (f) SUPERSEDED  2 1
 DH8424
 DH8424.Superseded values are not recommended for survey control.
 DH8424
 DH8424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8424.See file dsdata.pdf to determine how the superseded data were derived.
 DH8424
 DH8424_MARKER: DD = SURVEY DISK
 DH8424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8424_SP_SET: BRIDGE PARAPET
 DH8424_STAMPING: 3S11 2004
 DH8424_MARK LOGO: WIDT
 DH8424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8424+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 DH8424
 DH8424  HISTORY     - Date     Condition        Report By
 DH8424  HISTORY     - 2004     MONUMENTED       WIDT
 DH8424  HISTORY     - 20100609 GOOD             WIDT
 DH8424
 DH8424                          STATION DESCRIPTION
 DH8424
 DH8424'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8424'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8424'STATION FROM THE JUNCTION OF STATE HIGHWAY 33, STATE HIGHWAY 80 SOUTH
 DH8424'AND STATE HIGHWAY 82 WEST (BRIDGE STREET) WITH STATE HIGHWAY 80 NORTH
 DH8424'AND STATE HIGHWAY 82 EAST (MADISON STREET) IN THE VILLAGE OF UNION
 DH8424'CENTER, GO WEST ON STATE HIGHWAY 33, STATE HIGHWAY 80 SOUTH AND STATE
 DH8424'HIGHWAY 82 WEST (BRIDGE STREET) FOR 0.1 MI (0.16 KM) TO THE STATION ON
 DH8424'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8424'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE EAST
 DH8424'END OF THE NORTH PARAPET OF BRIDGE --B-29-59-- ABOUT 1 M (3.3 FT)
 DH8424'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 7.2 M (23.6 FT) NORTH OF
 DH8424'THE CENTERLINE OF STATE HIGHWAY 33, STATE HIGHWAY 80 SOUTH, AND STATE
 DH8424'HIGHWAY 82 WEST (BRIDGE STREET) AND 6.1 M (20.0 FT) WEST OF A WOOD
 DH8424'POST FOR A --BARABOO RIVER-- SIGN.  ---NOTE---THIS STATION HAS NO
 DH8424'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH8424'HORIZON.
 DH8424
 DH8424                          STATION RECOVERY (2010)
 DH8424
 DH8424'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8424'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M EAST OF A
 DH8424'WHITE PLASTIC WITNESS POST.  NOTE---THE DESCRIBED BRIDGE IS OVER THE
 DH8424'BARABOO RIVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8500 ***********************************************************************
 DH8500  DESIGNATION -  3S12
 DH8500  PID         -  DH8500
 DH8500  STATE/COUNTY-  WI/JUNEAU
 DH8500  COUNTRY     -  US
 DH8500  USGS QUAD   -  KENDALL EAST (2018)
 DH8500
 DH8500                         *CURRENT SURVEY CONTROL
 DH8500  ______________________________________________________________________
 DH8500* NAD 83(1986) POSITION- 43 49 19.4    (N) 090 16 19.3    (W)   HD_HELD2
 DH8500* NAVD 88 ORTHO HEIGHT -   325.584 (meters)     1068.19  (feet) ADJUSTED
 DH8500  ______________________________________________________________________
 DH8500  GEOID HEIGHT    -        -34.568 (meters)                     GEOID18
 DH8500  DYNAMIC HEIGHT  -        325.507 (meters)     1067.93  (feet) COMP
 DH8500  MODELED GRAVITY -    980,373.8   (mgal)                       NAVD 88
 DH8500
 DH8500  VERT ORDER      -  SECOND    CLASS I
 DH8500
 DH8500.The horizontal coordinates were established by autonomous hand held GPS
 DH8500.observations and have an estimated accuracy of +/- 10 meters.
 DH8500
 DH8500.The orthometric height was determined by differential leveling and
 DH8500.adjusted by the WI DEPT OF TRANSP
 DH8500.in May 2012.
 DH8500
 DH8500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8500.GEOID18 height accuracy estimate available here.
 DH8500
 DH8500.Click photographs - Photos may exist for this station.
 DH8500
 DH8500.The dynamic height is computed by dividing the NAVD 88
 DH8500.geopotential number by the normal gravity value computed on the
 DH8500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8500.degrees latitude (g = 980.6199 gals.).
 DH8500
 DH8500.The modeled gravity was interpolated from observed gravity values.
 DH8500
 DH8500;                    North         East    Units  Estimated Accuracy
 DH8500;SPC WI S     -   202,452.      578,118.      MT  (+/- 10 meters HH2 GPS)
 DH8500
 DH8500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1936855726(NAD 83)
 DH8500
 DH8500                          SUPERSEDED SURVEY CONTROL
 DH8500
 DH8500  NAVD 88 (04/20/07)  325.573  (m)         1068.15   (f) SUPERSEDED  2 1
 DH8500
 DH8500.Superseded values are not recommended for survey control.
 DH8500
 DH8500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8500.See file dsdata.pdf to determine how the superseded data were derived.
 DH8500
 DH8500_MARKER: DD = SURVEY DISK
 DH8500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8500_SP_SET: BRIDGE WINGWALL
 DH8500_STAMPING: 3S12 2004
 DH8500_MARK LOGO: WIDT
 DH8500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8500+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2010
 DH8500
 DH8500  HISTORY     - Date     Condition        Report By
 DH8500  HISTORY     - 2004     MONUMENTED       WIDT
 DH8500  HISTORY     - 20100616 GOOD             WIDT
 DH8500
 DH8500                          STATION DESCRIPTION
 DH8500
 DH8500'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8500'OWNERSHIP--WISCONSIN DEPARTMENT OF NATURAL RESOURCES.  TO REACH THE
 DH8500'STATION FROM THE JUNCTION OF STATE HIGHWAY 80 WITH COUNTY HIGHWAY
 DH8500'SOUTH ABOUT 4 MI (6.44 KM) SOUTHWEST OF THE CITY OF NEW LISBON, GO
 DH8500'WEST ON COUNTY HIGHWAY SOUTH FOR 3.7 MI (5.95 KM) TO TUNNEL ROAD, TURN
 DH8500'LEFT AND GO SOUTH ON TUNNEL ROAD FOR 0.7 MI (1.13 KM) TO PRIVATE
 DH8500'ENTRANCE --N4897-- ON THE RIGHT, TURN RIGHT AND GO WEST FOR 0.05 MI
 DH8500'(0.08 KM) TO THE ELROY SPARTA RECREATIONAL TRAIL, TURN RIGHT AND GO
 DH8500'NORTH ON THE ELROY SPARTA RECREATIONAL TRAIL FOR 0.2 MI (0.32 KM) TO
 DH8500'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8500'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8500'IN THE SOUTHEAST WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE TRAIL
 DH8500'PAVEMENT.  THE STATION IS 2.8 M (9.2 FT) EAST OF THE CENTERLINE OF THE
 DH8500'ELROY SPARTA RECREATIONAL TRAIL.  ---NOTE---THIS STATION IS NOT
 DH8500'SUITABLE FOR GPS OBSERVATIONS DUE TO ALL QUADRANTS ARE BLOCKED 25
 DH8500'DEGREES ABOVE THE HORIZON BY TREES.
 DH8500
 DH8500                          STATION RECOVERY (2010)
 DH8500
 DH8500'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8500'RECOVERED IN GOOD CONDITION.  NOTE1---THE STATION IS SET IN THE EAST
 DH8500'END OF THE SOUTH BRIDGE ABUTMENT.  NOTE2---PRIVATE ENTRANCE --N4897--
 DH8500'IN THE 2004 DESCRIPTION IS NOW NAMED TOWN LINE ROAD.  NOTE3---THE
 DH8500'TRAIL IS BLOCKED TO VEHICLE TRAFFIC.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8479 ***********************************************************************
 DH8479  DESIGNATION -  3S13
 DH8479  PID         -  DH8479
 DH8479  STATE/COUNTY-  WI/JUNEAU
 DH8479  COUNTRY     -  US
 DH8479  USGS QUAD   -  CAMP DOUGLAS (2018)
 DH8479
 DH8479                         *CURRENT SURVEY CONTROL
 DH8479  ______________________________________________________________________
 DH8479* NAD 83(1986) POSITION- 43 54 06.1    (N) 090 15 44.3    (W)   HD_HELD2
 DH8479* NAVD 88 ORTHO HEIGHT -   278.804 (meters)      914.71  (feet) ADJUSTED
 DH8479  ______________________________________________________________________
 DH8479  GEOID HEIGHT    -        -34.630 (meters)                     GEOID18
 DH8479  DYNAMIC HEIGHT  -        278.743 (meters)      914.51  (feet) COMP
 DH8479  MODELED GRAVITY -    980,392.4   (mgal)                       NAVD 88
 DH8479
 DH8479  VERT ORDER      -  SECOND    CLASS I
 DH8479
 DH8479.The horizontal coordinates were established by autonomous hand held GPS
 DH8479.observations and have an estimated accuracy of +/- 10 meters.
 DH8479
 DH8479.The orthometric height was determined by differential leveling and
 DH8479.adjusted by the WI DEPT OF TRANSP
 DH8479.in May 2012.
 DH8479
 DH8479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8479.GEOID18 height accuracy estimate available here.
 DH8479
 DH8479.Click photographs - Photos may exist for this station.
 DH8479
 DH8479.The dynamic height is computed by dividing the NAVD 88
 DH8479.geopotential number by the normal gravity value computed on the
 DH8479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8479.degrees latitude (g = 980.6199 gals.).
 DH8479
 DH8479.The modeled gravity was interpolated from observed gravity values.
 DH8479
 DH8479;                    North         East    Units  Estimated Accuracy
 DH8479;SPC WI S     -   211,298.      578,927.      MT  (+/- 10 meters HH2 GPS)
 DH8479
 DH8479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1985764598(NAD 83)
 DH8479
 DH8479                          SUPERSEDED SURVEY CONTROL
 DH8479
 DH8479  NAVD 88 (04/20/07)  278.792  (m)          914.67   (f) SUPERSEDED  2 1
 DH8479
 DH8479.Superseded values are not recommended for survey control.
 DH8479
 DH8479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8479.See file dsdata.pdf to determine how the superseded data were derived.
 DH8479
 DH8479_MARKER: DD = SURVEY DISK
 DH8479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8479_STAMPING: 3S13 2004
 DH8479_MARK LOGO: WIDT
 DH8479_PROJECTION: FLUSH
 DH8479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8479+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2012
 DH8479
 DH8479  HISTORY     - Date     Condition        Report By
 DH8479  HISTORY     - 2004     MONUMENTED       WIDT
 DH8479  HISTORY     - 20100616 GOOD             WIDT
 DH8479  HISTORY     - 20121114 GOOD             AEROME
 DH8479
 DH8479                          STATION DESCRIPTION
 DH8479
 DH8479'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8479'OWNERSHIP--TOWN OF ORANGE.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8479'US HIGHWAY 12 AND STATE HIGHWAY 16 WITH COUNTY HIGHWAY H AND COUNTY
 DH8479'HIGHWAY C (MAIN STREET) IN THE VILLAGE OF CAMP DOUGLAS, GO SOUTHERLY
 DH8479'ON COUNTY HIGHWAY C AND COUNTY HIGHWAY H (MAIN STREET) FOR 0.2 MI
 DH8479'(0.32 KM) TO WHERE COUNTY HIGHWAY C (WISCONSIN STREET) GOES NORTH AND
 DH8479'COUNTY HIGHWAY H (MAIN STREET) GOES EAST, CONTINUE EAST THEN SOUTHERLY
 DH8479'ON COUNTY HIGHWAY H (MAIN STREET) FOR 1.5 MI (2.41 KM) TO ORANGE MILL
 DH8479'ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8479'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8479'IN THE 41-CM DIAMETER CONCRETE POST ABOUT LEVEL ROAD PAVEMENT.  THE
 DH8479'STATION 7.5 M (24.6 FT) SOUTH OF THE CENTERLINE OF ORANGE MILL ROAD,
 DH8479'43 M (141.1 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY H, 1 M (3.3
 DH8479'FT) NORTH OF A BARBED WIRE FENCE, 1.0 M (3.3 FT) EAST OF A WHITE
 DH8479'PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 DH8479'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8479'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8479
 DH8479                          STATION RECOVERY (2010)
 DH8479
 DH8479'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8479'RECOVERED IN GOOD CONDITION.  NOTE--- THE STATION IS APPROXIMATELY 1 M
 DH8479'BELOW THE ROAD PAVEMENT.
 DH8479
 DH8479                          STATION RECOVERY (2012)
 DH8479
 DH8479'RECOVERY NOTE BY AERO METRIC INC 2012 (MB)
 DH8479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8437 ***********************************************************************
 DH8437  DESIGNATION -  3T01
 DH8437  PID         -  DH8437
 DH8437  STATE/COUNTY-  WI/RICHLAND
 DH8437  COUNTRY     -  US
 DH8437  USGS QUAD   -  LIME RIDGE (2018)
 DH8437
 DH8437                         *CURRENT SURVEY CONTROL
 DH8437  ______________________________________________________________________
 DH8437* NAD 83(1986) POSITION- 43 29 45.8    (N) 090 14 47.9    (W)   HD_HELD2
 DH8437* NAVD 88 ORTHO HEIGHT -   383.689 (meters)     1258.82  (feet) ADJUSTED
 DH8437  ______________________________________________________________________
 DH8437  GEOID HEIGHT    -        -34.532 (meters)                     GEOID18
 DH8437  DYNAMIC HEIGHT  -        383.585 (meters)     1258.48  (feet) COMP
 DH8437  MODELED GRAVITY -    980,336.3   (mgal)                       NAVD 88
 DH8437
 DH8437  VERT ORDER      -  SECOND    CLASS I
 DH8437
 DH8437.The horizontal coordinates were established by autonomous hand held GPS
 DH8437.observations and have an estimated accuracy of +/- 10 meters.
 DH8437
 DH8437.The orthometric height was determined by differential leveling and
 DH8437.adjusted by the WI DEPT OF TRANSP
 DH8437.in May 2012.
 DH8437
 DH8437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8437.GEOID18 height accuracy estimate available here.
 DH8437
 DH8437.Click photographs - Photos may exist for this station.
 DH8437
 DH8437.The dynamic height is computed by dividing the NAVD 88
 DH8437.geopotential number by the normal gravity value computed on the
 DH8437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8437.degrees latitude (g = 980.6199 gals.).
 DH8437
 DH8437.The modeled gravity was interpolated from observed gravity values.
 DH8437
 DH8437;                    North         East    Units  Estimated Accuracy
 DH8437;SPC WI S     -   166,227.      580,053.      MT  (+/- 10 meters HH2 GPS)
 DH8437
 DH8437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2261219586(NAD 83)
 DH8437
 DH8437                          SUPERSEDED SURVEY CONTROL
 DH8437
 DH8437  NAVD 88 (04/20/07)  383.678  (m)         1258.78   (f) SUPERSEDED  2 1
 DH8437
 DH8437.Superseded values are not recommended for survey control.
 DH8437
 DH8437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8437.See file dsdata.pdf to determine how the superseded data were derived.
 DH8437
 DH8437_MARKER: DD = SURVEY DISK
 DH8437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8437_STAMPING: 3T01 2004
 DH8437_MARK LOGO: WIDT
 DH8437_PROJECTION: FLUSH
 DH8437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8437+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2010
 DH8437
 DH8437  HISTORY     - Date     Condition        Report By
 DH8437  HISTORY     - 2004     MONUMENTED       WIDT
 DH8437  HISTORY     - 20100629 GOOD             WIDT
 DH8437
 DH8437                          STATION DESCRIPTION
 DH8437
 DH8437'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8437'OWNERSHIP--TOWN OF WESTFORD.  TO REACH THE STATION FROM THE JUNCTION
 DH8437'OF STATE HIGHWAY 58 WITH COUNTY HIGHWAY I ABOUT 1 MI (1.61 KM)
 DH8437'SOUTHWEST OF THE VILLAGE OF CAZENOVIA, GO WESTERLY ON COUNTY HIGHWAY I
 DH8437'FOR 2.4 MI (3.86 KM) TO SEEP DRIVE ON THE LEFT AND ST BRIDGETS ROAD ON
 DH8437'THE ROAD, TURN LEFT AND GO SOUTH ON SEEP ROAD FOR 0.05 MI (0.08 KM) TO
 DH8437'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8437'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8437'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD
 DH8437'PAVEMENT.  THE STATION IS 5.6 M (18.4 FT) WEST OF THE CENTERLINE OF
 DH8437'SEEP DRIVE, 53 M (173.9 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8437'I, 18.5 M (60.7 FT) SOUTHWEST OF TELEPHONE PEDESTAL --HH--, 1 M (3.3
 DH8437'FT) EAST OF A CULTIVATED FIELD, 1.0 M (3.3 FT) NORTH OF A WHITE
 DH8437'PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC
 DH8437'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8437'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8437
 DH8437                          STATION RECOVERY (2010)
 DH8437
 DH8437'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8437'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 18.0 M SOUTHWEST OF
 DH8437'A POWER POLE WITH ONE TRANSFORMER.  NOTE---THE NORTHEAST EDGE OF THE
 DH8437'CONCRETE POST IS CHIPPED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8436 ***********************************************************************
 DH8436  DESIGNATION -  3T02
 DH8436  PID         -  DH8436
 DH8436  STATE/COUNTY-  WI/RICHLAND
 DH8436  COUNTRY     -  US
 DH8436  USGS QUAD   -  LA VALLE (2018)
 DH8436
 DH8436                         *CURRENT SURVEY CONTROL
 DH8436  ______________________________________________________________________
 DH8436* NAD 83(1986) POSITION- 43 30 31.4    (N) 090 12 29.5    (W)   HD_HELD2
 DH8436* NAVD 88 ORTHO HEIGHT -   294.197 (meters)      965.21  (feet) ADJUSTED
 DH8436  ______________________________________________________________________
 DH8436  GEOID HEIGHT    -        -34.637 (meters)                     GEOID18
 DH8436  DYNAMIC HEIGHT  -        294.117 (meters)      964.95  (feet) COMP
 DH8436  MODELED GRAVITY -    980,340.9   (mgal)                       NAVD 88
 DH8436
 DH8436  VERT ORDER      -  SECOND    CLASS I
 DH8436
 DH8436.The horizontal coordinates were established by autonomous hand held GPS
 DH8436.observations and have an estimated accuracy of +/- 10 meters.
 DH8436
 DH8436.The orthometric height was determined by differential leveling and
 DH8436.adjusted by the WI DEPT OF TRANSP
 DH8436.in May 2012.
 DH8436
 DH8436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8436.GEOID18 height accuracy estimate available here.
 DH8436
 DH8436.Click photographs - Photos may exist for this station.
 DH8436
 DH8436.The dynamic height is computed by dividing the NAVD 88
 DH8436.geopotential number by the normal gravity value computed on the
 DH8436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8436.degrees latitude (g = 980.6199 gals.).
 DH8436
 DH8436.The modeled gravity was interpolated from observed gravity values.
 DH8436
 DH8436;                    North         East    Units  Estimated Accuracy
 DH8436;SPC WI S     -   167,626.      583,165.      MT  (+/- 10 meters HH2 GPS)
 DH8436
 DH8436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2567321096(NAD 83)
 DH8436
 DH8436                          SUPERSEDED SURVEY CONTROL
 DH8436
 DH8436  NAVD 88 (04/20/07)  294.185  (m)          965.17   (f) SUPERSEDED  2 1
 DH8436
 DH8436.Superseded values are not recommended for survey control.
 DH8436
 DH8436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8436.See file dsdata.pdf to determine how the superseded data were derived.
 DH8436
 DH8436_MARKER: DD = SURVEY DISK
 DH8436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8436_SP_SET: BRIDGE WINGWALL
 DH8436_STAMPING: 3T02 2004
 DH8436_MARK LOGO: WIDT
 DH8436_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8436+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2010
 DH8436
 DH8436  HISTORY     - Date     Condition        Report By
 DH8436  HISTORY     - 2004     MONUMENTED       WIDT
 DH8436  HISTORY     - 20100629 GOOD             WIDT
 DH8436
 DH8436                          STATION DESCRIPTION
 DH8436
 DH8436'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8436'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8436'STATE HIGHWAY 58 WITH COUNTY HIGHWAY I ABOUT 1 MI (1.61 KM) SOUTHWEST
 DH8436'OF THE VILLAGE OF CAZENOVIA, GO WEST-SOUTHWEST ON COUNTY HIGHWAY I FOR
 DH8436'0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8436'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8436'STATION DISK SET IN THE NORTHEAST WINGWALL OF A BRIDGE ABOUT LEVEL
 DH8436'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 4.8 M (15.7 FT) NORTH OF
 DH8436'THE CENTERLINE OF COUNTY HIGHWAY I.  ---NOTE---THIS STATION IS NOT
 DH8436'SUITABLE FOR GPS OBSERVATIONS DUE TO TREES FROM THE NORTHWEST TO THE
 DH8436'NORTHEAST EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
 DH8436
 DH8436                          STATION RECOVERY (2010)
 DH8436
 DH8436'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8436'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8435 ***********************************************************************
 DH8435  DESIGNATION -  3T03
 DH8435  PID         -  DH8435
 DH8435  STATE/COUNTY-  WI/SAUK
 DH8435  COUNTRY     -  US
 DH8435  USGS QUAD   -  LA VALLE (2018)
 DH8435
 DH8435                         *CURRENT SURVEY CONTROL
 DH8435  ______________________________________________________________________
 DH8435* NAD 83(1986) POSITION- 43 31 58.8    (N) 090 11 31.6    (W)   HD_HELD2
 DH8435* NAVD 88 ORTHO HEIGHT -   280.429 (meters)      920.04  (feet) ADJUSTED
 DH8435  ______________________________________________________________________
 DH8435  GEOID HEIGHT    -        -34.704 (meters)                     GEOID18
 DH8435  DYNAMIC HEIGHT  -        280.355 (meters)      919.80  (feet) COMP
 DH8435  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 DH8435
 DH8435  VERT ORDER      -  SECOND    CLASS I
 DH8435
 DH8435.The horizontal coordinates were established by autonomous hand held GPS
 DH8435.observations and have an estimated accuracy of +/- 10 meters.
 DH8435
 DH8435.The orthometric height was determined by differential leveling and
 DH8435.adjusted by the WI DEPT OF TRANSP
 DH8435.in May 2012.
 DH8435
 DH8435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8435.GEOID18 height accuracy estimate available here.
 DH8435
 DH8435.Click photographs - Photos may exist for this station.
 DH8435
 DH8435.The dynamic height is computed by dividing the NAVD 88
 DH8435.geopotential number by the normal gravity value computed on the
 DH8435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8435.degrees latitude (g = 980.6199 gals.).
 DH8435
 DH8435.The modeled gravity was interpolated from observed gravity values.
 DH8435
 DH8435;                    North         East    Units  Estimated Accuracy
 DH8435;SPC WI S     -   170,320.      584,472.      MT  (+/- 10 meters HH2 GPS)
 DH8435
 DH8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2688323837(NAD 83)
 DH8435
 DH8435                          SUPERSEDED SURVEY CONTROL
 DH8435
 DH8435  NAVD 88 (04/20/07)  280.418  (m)          920.00   (f) SUPERSEDED  2 1
 DH8435
 DH8435.Superseded values are not recommended for survey control.
 DH8435
 DH8435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8435.See file dsdata.pdf to determine how the superseded data were derived.
 DH8435
 DH8435_MARKER: DD = SURVEY DISK
 DH8435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8435_SP_SET: BOX CULVERT
 DH8435_STAMPING: 3T03 2004
 DH8435_MARK LOGO: WIDT
 DH8435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8435+STABILITY: SURFACE MOTION
 DH8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8435+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2008
 DH8435
 DH8435  HISTORY     - Date     Condition        Report By
 DH8435  HISTORY     - 2004     MONUMENTED       WIDT
 DH8435  HISTORY     - 20080512 GOOD             WIDT
 DH8435
 DH8435                          STATION DESCRIPTION
 DH8435
 DH8435'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8435'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8435'STATION FROM THE JUNCTION OF STATE HIGHWAY 58 WITH COUNTY HIGHWAY G
 DH8435'NORTH ABOUT 7 MI (11.27 KM) WEST OF THE CITY OF REEDSBURG, GO
 DH8435'WEST-SOUTHWEST ON STATE HIGHWAY 58 FOR 1.1 MI (1.77 KM) TO QUAKER
 DH8435'VALLEY ROAD ON THE RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 58 FOR 0.05
 DH8435'MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8435'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8435'DISK SET IN THE SOUTHEAST END OF THE BOX CULVERT ABOUT 1 M (3.3 FT)
 DH8435'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.0 M (26.2 FT) EAST OF
 DH8435'THE CENTERLINE OF STATE HIGHWAY 58 AND 5.1 M (16.7 FT) NORTH OF A WOOD
 DH8435'POST FOR A --SAUK COUNTY-- SIGN.  ---NOTE THIS STATION IS NOT SUITABLE
 DH8435'FOR GPS OBSERVATIONS DUE TO A TREE TO THE SOUTHEAST EXTENDING TO 50
 DH8435'DEGREES ABOVE THE HORIZON.
 DH8435
 DH8435                          STATION RECOVERY (2008)
 DH8435
 DH8435'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8435'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14 CM WEST OF THE
 DH8435'EAST END AND 12 CM NORTH OF THE SOUTH SIDE OF THE CULVERT AND 1.5 M
 DH8435'NORTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8432 ***********************************************************************
 DH8432  DESIGNATION -  3T05
 DH8432  PID         -  DH8432
 DH8432  STATE/COUNTY-  WI/SAUK
 DH8432  COUNTRY     -  US
 DH8432  USGS QUAD   -  LA VALLE (2018)
 DH8432
 DH8432                         *CURRENT SURVEY CONTROL
 DH8432  ______________________________________________________________________
 DH8432* NAD 83(1986) POSITION- 43 34 19.0    (N) 090 07 58.3    (W)   HD_HELD2
 DH8432* NAVD 88 ORTHO HEIGHT -   273.492 (meters)      897.28  (feet) ADJUSTED
 DH8432  ______________________________________________________________________
 DH8432  GEOID HEIGHT    -        -34.892 (meters)                     GEOID18
 DH8432  DYNAMIC HEIGHT  -        273.418 (meters)      897.04  (feet) COMP
 DH8432  MODELED GRAVITY -    980,342.8   (mgal)                       NAVD 88
 DH8432
 DH8432  VERT ORDER      -  SECOND    CLASS I
 DH8432
 DH8432.The horizontal coordinates were established by autonomous hand held GPS
 DH8432.observations and have an estimated accuracy of +/- 10 meters.
 DH8432
 DH8432.The orthometric height was determined by differential leveling and
 DH8432.adjusted by the WI DEPT OF TRANSP
 DH8432.in May 2012.
 DH8432
 DH8432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8432.GEOID18 height accuracy estimate available here.
 DH8432
 DH8432.Click photographs - Photos may exist for this station.
 DH8432
 DH8432.The dynamic height is computed by dividing the NAVD 88
 DH8432.geopotential number by the normal gravity value computed on the
 DH8432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8432.degrees latitude (g = 980.6199 gals.).
 DH8432
 DH8432.The modeled gravity was interpolated from observed gravity values.
 DH8432
 DH8432;                    North         East    Units  Estimated Accuracy
 DH8432;SPC WI S     -   174,637.      589,268.      MT  (+/- 10 meters HH2 GPS)
 DH8432
 DH8432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3152128325(NAD 83)
 DH8432
 DH8432                          SUPERSEDED SURVEY CONTROL
 DH8432
 DH8432  NAVD 88 (04/20/07)  273.481  (m)          897.25   (f) SUPERSEDED  2 1
 DH8432
 DH8432.Superseded values are not recommended for survey control.
 DH8432
 DH8432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8432.See file dsdata.pdf to determine how the superseded data were derived.
 DH8432
 DH8432_MARKER: DD = SURVEY DISK
 DH8432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8432_SP_SET: BRIDGE WINGWALL
 DH8432_STAMPING: 3T05 2004
 DH8432_MARK LOGO: WIDT
 DH8432_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8432+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2008
 DH8432
 DH8432  HISTORY     - Date     Condition        Report By
 DH8432  HISTORY     - 2004     MONUMENTED       WIDT
 DH8432  HISTORY     - 20080512 GOOD             WIDT
 DH8432
 DH8432                          STATION DESCRIPTION
 DH8432
 DH8432'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8432'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8432'STATION FROM THE JUNCTION OF STATE HIGHWAY 58 SOUTH AND STATE HIGHWAY
 DH8432'33 EAST (MAIN STREET) WITH STATE HIGHWAY 58 NORTH AND STATE HIGHWAY 33
 DH8432'WEST (UNION STREET) IN THE VILLAGE OF LA VALLE, GO WEST ON STATE
 DH8432'HIGHWAY 58 SOUTH (MAIN STREET) FOR 0.1 MI (0.16 KM) TO WHERE STATE
 DH8432'HIGHWAY 58 GOES SOUTH (CENTER STREET), TURN LEFT AND GO SOUTH ON STATE
 DH8432'HIGHWAY 58 (CENTER STREET) FOR 0.75 MI (1.21 KM) TO THE STATION ON THE
 DH8432'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8432'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTHWEST WINGWALL OF
 DH8432'A BRIDGE --B-56-95-90-- ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8432'STATION IS 6.1 M (20.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 58.
 DH8432'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DH8432'BEING HEAVILY OBSTRUCTED BY TREES.
 DH8432
 DH8432                          STATION RECOVERY (2008)
 DH8432
 DH8432'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8432'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.09 MILE NORTH OF
 DH8432'BRIMMER ROAD AND 0.4 M NORTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8431 ***********************************************************************
 DH8431  DESIGNATION -  3T06
 DH8431  PID         -  DH8431
 DH8431  STATE/COUNTY-  WI/SAUK
 DH8431  COUNTRY     -  US
 DH8431  USGS QUAD   -  LA VALLE (2018)
 DH8431
 DH8431                         *CURRENT SURVEY CONTROL
 DH8431  ______________________________________________________________________
 DH8431* NAD 83(1986) POSITION- 43 35 47.5    (N) 090 07 34.7    (W)   HD_HELD2
 DH8431* NAVD 88 ORTHO HEIGHT -   285.900 (meters)      937.99  (feet) ADJUSTED
 DH8431  ______________________________________________________________________
 DH8431  GEOID HEIGHT    -        -34.941 (meters)                     GEOID18
 DH8431  DYNAMIC HEIGHT  -        285.822 (meters)      937.73  (feet) COMP
 DH8431  MODELED GRAVITY -    980,339.8   (mgal)                       NAVD 88
 DH8431
 DH8431  VERT ORDER      -  SECOND    CLASS I
 DH8431
 DH8431.The horizontal coordinates were established by autonomous hand held GPS
 DH8431.observations and have an estimated accuracy of +/- 10 meters.
 DH8431
 DH8431.The orthometric height was determined by differential leveling and
 DH8431.adjusted by the WI DEPT OF TRANSP
 DH8431.in May 2012.
 DH8431
 DH8431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8431.GEOID18 height accuracy estimate available here.
 DH8431
 DH8431.Click photographs - Photos may exist for this station.
 DH8431
 DH8431.The dynamic height is computed by dividing the NAVD 88
 DH8431.geopotential number by the normal gravity value computed on the
 DH8431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8431.degrees latitude (g = 980.6199 gals.).
 DH8431
 DH8431.The modeled gravity was interpolated from observed gravity values.
 DH8431
 DH8431;                    North         East    Units  Estimated Accuracy
 DH8431;SPC WI S     -   177,368.      589,802.      MT  (+/- 10 meters HH2 GPS)
 DH8431
 DH8431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3195631074(NAD 83)
 DH8431
 DH8431                          SUPERSEDED SURVEY CONTROL
 DH8431
 DH8431  NAVD 88 (04/20/07)  285.889  (m)          937.95   (f) SUPERSEDED  2 1
 DH8431
 DH8431.Superseded values are not recommended for survey control.
 DH8431
 DH8431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8431.See file dsdata.pdf to determine how the superseded data were derived.
 DH8431
 DH8431_MARKER: DD = SURVEY DISK
 DH8431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8431_SP_SET: BRIDGE WINGWALL
 DH8431_STAMPING: 3T06 2004
 DH8431_MARK LOGO: WIDT
 DH8431_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8431+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 DH8431
 DH8431  HISTORY     - Date     Condition        Report By
 DH8431  HISTORY     - 2004     MONUMENTED       WIDT
 DH8431  HISTORY     - 20080513 GOOD             WIDT
 DH8431
 DH8431                          STATION DESCRIPTION
 DH8431
 DH8431'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8431'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8431'STATION FROM THE JUNCTION OF STATE HIGHWAY 58 AND STATE HIGHWAY 33
 DH8431'EAST WITH STATE HIGHWAY 33 WEST ABOUT 7 MI (11.27 KM) NORTHWEST OF THE
 DH8431'CITY OF REEDSBURG, GO NORTH ON STATE HIGHWAY 58 FOR 0.1 MI (0.16 KM)
 DH8431'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8431'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8431'IN THE SOUTHWEST WINGWALL OF A BOX CULVERT ABOUT 1 M (3.3 FT) BELOW
 DH8431'THE HIGHWAY PAVEMENT.  THE STATION IS 7.6 M (24.9 FT) WEST OF THE
 DH8431'CENTERLINE OF STATE HIGHWAY 58 AND 11 M (36.1 FT) SOUTH OF THE
 DH8431'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --S1330--.  ---NOTE---THIS
 DH8431'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DH8431'ABOVE THE HORIZON.
 DH8431
 DH8431                          STATION RECOVERY (2008)
 DH8431
 DH8431'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8431'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN A DRILL HOLE
 DH8431'IN THE TOP OF THE SOUTH SIDE OF THE WEST END OF THE BOX CULVERT, 0.25
 DH8431'MILE SOUTH OF SEFKAR ROAD, 18 CM EAST OF THE WEST END AND 11 CM NORTH
 DH8431'OF THE SOUTH SIDE OF THE CULVERT, AND 0.6 M NORTH OF A WHITE PLASTIC
 DH8431'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8430 ***********************************************************************
 DH8430  DESIGNATION -  3T07
 DH8430  PID         -  DH8430
 DH8430  STATE/COUNTY-  WI/SAUK
 DH8430  COUNTRY     -  US
 DH8430  USGS QUAD   -  WONEWOC (2018)
 DH8430
 DH8430                         *CURRENT SURVEY CONTROL
 DH8430  ______________________________________________________________________
 DH8430* NAD 83(1986) POSITION- 43 37 35.64   (N) 090 10 08.28   (W)   HD_HELD1
 DH8430* NAVD 88 ORTHO HEIGHT -   277.341 (meters)      909.91  (feet) ADJUSTED
 DH8430  ______________________________________________________________________
 DH8430  GEOID HEIGHT    -        -34.867 (meters)                     GEOID18
 DH8430  DYNAMIC HEIGHT  -        277.267 (meters)      909.67  (feet) COMP
 DH8430  MODELED GRAVITY -    980,347.0   (mgal)                       NAVD 88
 DH8430
 DH8430  VERT ORDER      -  SECOND    CLASS I
 DH8430
 DH8430.The horizontal coordinates were determined by differentially corrected
 DH8430.hand held GPS observations or other comparable positioning techniques
 DH8430.and have an estimated accuracy of +/- 3 meters.
 DH8430
 DH8430.The orthometric height was determined by differential leveling and
 DH8430.adjusted by the WI DEPT OF TRANSP
 DH8430.in May 2012.
 DH8430
 DH8430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8430.GEOID18 height accuracy estimate available here.
 DH8430
 DH8430.Click photographs - Photos may exist for this station.
 DH8430
 DH8430.The dynamic height is computed by dividing the NAVD 88
 DH8430.geopotential number by the normal gravity value computed on the
 DH8430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8430.degrees latitude (g = 980.6199 gals.).
 DH8430
 DH8430.The modeled gravity was interpolated from observed gravity values.
 DH8430
 DH8430;                    North         East    Units  Estimated Accuracy
 DH8430;SPC WI S     -   180,710.9     586,363.9     MT  (+/- 3 meters HH1 GPS) 
 DH8430
 DH8430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2839834292(NAD 83)
 DH8430
 DH8430                          SUPERSEDED SURVEY CONTROL
 DH8430
 DH8430  NAVD 88 (04/20/07)  277.331  (m)          909.88   (f) SUPERSEDED  2 1
 DH8430
 DH8430.Superseded values are not recommended for survey control.
 DH8430
 DH8430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8430.See file dsdata.pdf to determine how the superseded data were derived.
 DH8430
 DH8430_MARKER: DD = SURVEY DISK
 DH8430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8430_SP_SET: BRIDGE WINGWALL
 DH8430_STAMPING: 3T07 2004
 DH8430_MARK LOGO: WIDT
 DH8430_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8430+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 DH8430
 DH8430  HISTORY     - Date     Condition        Report By
 DH8430  HISTORY     - 2004     MONUMENTED       WIDT
 DH8430  HISTORY     - 20080513 GOOD             WIDT
 DH8430
 DH8430                          STATION DESCRIPTION
 DH8430
 DH8430'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8430'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8430'STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND COUNTY HIGHWAY G
 DH8430'NORTH (EAST STREET) WITH COUNTY HIGHWAY G SOUTH (CARTER STREET) IN THE
 DH8430'VILLAGE OF WONEWOC, GO SOUTHEAST ON STATE HIGHWAY 33 FOR 3.3 MI (5.31
 DH8430'KM) TO KALEPP ROAD ON THE RIGHT AND STOUT ROAD ON THE LEFT, CONTINUE
 DH8430'SOUTHEAST ON STATE HIGHWAY 33 FOR 0.05 MI (0.08 KM) TO THE STATION ON
 DH8430'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8430'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE WEST
 DH8430'WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8430'STATION IS 5.2 M (17.1 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DH8430'HIGHWAY 33.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8430'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8430
 DH8430                          STATION RECOVERY (2008)
 DH8430
 DH8430'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8430'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN A DRILL HOLE
 DH8430'IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF BRIDGE
 DH8430'--B-56-182--, 0.41 MILE NORTHWEST OF SPRINGER ROAD, 0.9 M SOUTHWEST OF
 DH8430'THE SOUTHWEST SIDE OF A BRIDGE PARAPET, AND 0.9 M SOUTHEAST OF A WHITE
 DH8430'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8429 ***********************************************************************
 DH8429  DESIGNATION -  3T08
 DH8429  PID         -  DH8429
 DH8429  STATE/COUNTY-  WI/JUNEAU
 DH8429  COUNTRY     -  US
 DH8429  USGS QUAD   -  WONEWOC (2018)
 DH8429
 DH8429                         *CURRENT SURVEY CONTROL
 DH8429  ______________________________________________________________________
 DH8429* NAD 83(1986) POSITION- 43 38 32.11   (N) 090 11 23.97   (W)   HD_HELD1
 DH8429* NAVD 88 ORTHO HEIGHT -   275.720 (meters)      904.59  (feet) ADJUSTED
 DH8429  ______________________________________________________________________
 DH8429  GEOID HEIGHT    -        -34.815 (meters)                     GEOID18
 DH8429  DYNAMIC HEIGHT  -        275.648 (meters)      904.36  (feet) COMP
 DH8429  MODELED GRAVITY -    980,354.1   (mgal)                       NAVD 88
 DH8429
 DH8429  VERT ORDER      -  SECOND    CLASS I
 DH8429
 DH8429.The horizontal coordinates were determined by differentially corrected
 DH8429.hand held GPS observations or other comparable positioning techniques
 DH8429.and have an estimated accuracy of +/- 3 meters.
 DH8429
 DH8429.The orthometric height was determined by differential leveling and
 DH8429.adjusted by the WI DEPT OF TRANSP
 DH8429.in May 2012.
 DH8429
 DH8429.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8429.GEOID18 height accuracy estimate available here.
 DH8429
 DH8429.Click photographs - Photos may exist for this station.
 DH8429
 DH8429.The dynamic height is computed by dividing the NAVD 88
 DH8429.geopotential number by the normal gravity value computed on the
 DH8429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8429.degrees latitude (g = 980.6199 gals.).
 DH8429
 DH8429.The modeled gravity was interpolated from observed gravity values.
 DH8429
 DH8429;                    North         East    Units  Estimated Accuracy
 DH8429;SPC WI S     -   182,457.3     584,671.1     MT  (+/- 3 meters HH1 GPS) 
 DH8429
 DH8429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2664335977(NAD 83)
 DH8429
 DH8429                          SUPERSEDED SURVEY CONTROL
 DH8429
 DH8429  NAVD 88 (04/20/07)  275.709  (m)          904.56   (f) SUPERSEDED  2 1
 DH8429
 DH8429.Superseded values are not recommended for survey control.
 DH8429
 DH8429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8429.See file dsdata.pdf to determine how the superseded data were derived.
 DH8429
 DH8429_MARKER: DD = SURVEY DISK
 DH8429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8429_SP_SET: BRIDGE WINGWALL
 DH8429_STAMPING: 3T08 2004
 DH8429_MARK LOGO: WIDT
 DH8429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8429+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 DH8429
 DH8429  HISTORY     - Date     Condition        Report By
 DH8429  HISTORY     - 2004     MONUMENTED       WIDT
 DH8429  HISTORY     - 20100609 GOOD             WIDT
 DH8429
 DH8429                          STATION DESCRIPTION
 DH8429
 DH8429'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8429'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8429'STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND COUNTY HIGHWAY G
 DH8429'NORTH (EAST STREET) WITH COUNTY HIGHWAY G SOUTH (CARTER STREET) IN THE
 DH8429'VILLAGE OF WONEWOC, GO SOUTHEAST ON STATE HIGHWAY 33 (EAST STREET) FOR
 DH8429'1.75 MI (2.82 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8429'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8429'DISK SET IN THE NORTHWEST WINGWALL OF A BRIDGE ABOUT 1 M (3.3 FT)
 DH8429'BELOW HIGHWAY PAVEMENT.  THE STATION IS 13.3 M (43.6 FT) NORTH OF THE
 DH8429'CENTERLINE OF STATE HIGHWAY 33, 7.7 M (25.3 FT) SOUTHEAST OF THE
 DH8429'SOUTHWEST WOOD CORNER POST OF A WIRE FENCE, AND 0.3 M (1.0 FT) EAST OF
 DH8429'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8429'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES EXCEPT FOR TREES TO THE
 DH8429'NORTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8429
 DH8429                          STATION RECOVERY (2010)
 DH8429
 DH8429'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8429'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 82.5 M WEST OF
 DH8429'PRIVATE ENTRANCE --W8460--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8427 ***********************************************************************
 DH8427  DESIGNATION -  3T10
 DH8427  PID         -  DH8427
 DH8427  STATE/COUNTY-  WI/JUNEAU
 DH8427  COUNTRY     -  US
 DH8427  USGS QUAD   -  WONEWOC (2018)
 DH8427
 DH8427                         *CURRENT SURVEY CONTROL
 DH8427  ______________________________________________________________________
 DH8427* NAD 83(1986) POSITION- 43 39 12.89   (N) 090 13 37.97   (W)   HD_HELD1
 DH8427* NAVD 88 ORTHO HEIGHT -   278.706 (meters)      914.39  (feet) ADJUSTED
 DH8427  ______________________________________________________________________
 DH8427  GEOID HEIGHT    -        -34.708 (meters)                     GEOID18
 DH8427  DYNAMIC HEIGHT  -        278.637 (meters)      914.16  (feet) COMP
 DH8427  MODELED GRAVITY -    980,363.4   (mgal)                       NAVD 88
 DH8427
 DH8427  VERT ORDER      -  SECOND    CLASS I
 DH8427
 DH8427.The horizontal coordinates were determined by differentially corrected
 DH8427.hand held GPS observations or other comparable positioning techniques
 DH8427.and have an estimated accuracy of +/- 3 meters.
 DH8427
 DH8427.The orthometric height was determined by differential leveling and
 DH8427.adjusted by the WI DEPT OF TRANSP
 DH8427.in May 2012.
 DH8427
 DH8427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8427.GEOID18 height accuracy estimate available here.
 DH8427
 DH8427.Click photographs - Photos may exist for this station.
 DH8427
 DH8427.The dynamic height is computed by dividing the NAVD 88
 DH8427.geopotential number by the normal gravity value computed on the
 DH8427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8427.degrees latitude (g = 980.6199 gals.).
 DH8427
 DH8427.The modeled gravity was interpolated from observed gravity values.
 DH8427
 DH8427;                    North         East    Units  Estimated Accuracy
 DH8427;SPC WI S     -   183,723.3     581,671.4     MT  (+/- 3 meters HH1 GPS) 
 DH8427
 DH8427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2359937134(NAD 83)
 DH8427
 DH8427                          SUPERSEDED SURVEY CONTROL
 DH8427
 DH8427  NAVD 88 (04/20/07)  278.696  (m)          914.36   (f) SUPERSEDED  2 1
 DH8427
 DH8427.Superseded values are not recommended for survey control.
 DH8427
 DH8427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8427.See file dsdata.pdf to determine how the superseded data were derived.
 DH8427
 DH8427_MARKER: DD = SURVEY DISK
 DH8427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8427_SP_SET: BRIDGE WINGWALL
 DH8427_STAMPING: 3T10 2004
 DH8427_MARK LOGO: WIDT
 DH8427_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8427+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 DH8427
 DH8427  HISTORY     - Date     Condition        Report By
 DH8427  HISTORY     - 2004     MONUMENTED       WIDT
 DH8427  HISTORY     - 20100609 GOOD             WIDT
 DH8427
 DH8427                          STATION DESCRIPTION
 DH8427
 DH8427'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8427'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8427'STATE HIGHWAY 33 AND COUNTY HIGHWAY G (CENTER STREET) WITH COUNTY
 DH8427'HIGHWAY FF (WASHINGTON STREET) IN THE VILLAGE OF WONEWOC, GO WESTERLY
 DH8427'ON COUNTY HIGHWAY FF (WASHINGTON STREET) FOR 0.2 MI (0.32 KM) TO THE
 DH8427'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8427'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE EAST
 DH8427'WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8427'STATION IS 5.3 M (17.4 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DH8427'HIGHWAY FF.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8427'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE
 DH8427'TO THE WEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8427
 DH8427                          STATION RECOVERY (2010)
 DH8427
 DH8427'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8427'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M NORTHWEST OF
 DH8427'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8426 ***********************************************************************
 DH8426  DESIGNATION -  3T11
 DH8426  PID         -  DH8426
 DH8426  STATE/COUNTY-  WI/JUNEAU
 DH8426  COUNTRY     -  US
 DH8426  USGS QUAD   -  WONEWOC (2018)
 DH8426
 DH8426                         *CURRENT SURVEY CONTROL
 DH8426  ______________________________________________________________________
 DH8426* NAD 83(1986) POSITION- 43 40 07.90   (N) 090 13 24.47   (W)   HD_HELD1
 DH8426* NAVD 88 ORTHO HEIGHT -   285.272 (meters)      935.93  (feet) ADJUSTED
 DH8426  ______________________________________________________________________
 DH8426  GEOID HEIGHT    -        -34.717 (meters)                     GEOID18
 DH8426  DYNAMIC HEIGHT  -        285.202 (meters)      935.70  (feet) COMP
 DH8426  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 DH8426
 DH8426  VERT ORDER      -  SECOND    CLASS I
 DH8426
 DH8426.The horizontal coordinates were determined by differentially corrected
 DH8426.hand held GPS observations or other comparable positioning techniques
 DH8426.and have an estimated accuracy of +/- 3 meters.
 DH8426
 DH8426.The orthometric height was determined by differential leveling and
 DH8426.adjusted by the WI DEPT OF TRANSP
 DH8426.in May 2012.
 DH8426
 DH8426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8426.GEOID18 height accuracy estimate available here.
 DH8426
 DH8426.Click photographs - Photos may exist for this station.
 DH8426
 DH8426.The dynamic height is computed by dividing the NAVD 88
 DH8426.geopotential number by the normal gravity value computed on the
 DH8426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8426.degrees latitude (g = 980.6199 gals.).
 DH8426
 DH8426.The modeled gravity was interpolated from observed gravity values.
 DH8426
 DH8426;                    North         East    Units  Estimated Accuracy
 DH8426;SPC WI S     -   185,420.1     581,978.5     MT  (+/- 3 meters HH1 GPS) 
 DH8426
 DH8426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2384438841(NAD 83)
 DH8426
 DH8426                          SUPERSEDED SURVEY CONTROL
 DH8426
 DH8426  NAVD 88 (04/20/07)  285.262  (m)          935.90   (f) SUPERSEDED  2 1
 DH8426
 DH8426.Superseded values are not recommended for survey control.
 DH8426
 DH8426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8426.See file dsdata.pdf to determine how the superseded data were derived.
 DH8426
 DH8426_MARKER: DD = SURVEY DISK
 DH8426_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH8426_SP_SET: BOX CULVERT WINGWALL
 DH8426_STAMPING: 3T11 2004
 DH8426_MARK LOGO: WIDT
 DH8426_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8426+STABILITY: SURFACE MOTION
 DH8426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8426+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 DH8426
 DH8426  HISTORY     - Date     Condition        Report By
 DH8426  HISTORY     - 2004     MONUMENTED       WIDT
 DH8426  HISTORY     - 20100609 GOOD             WIDT
 DH8426
 DH8426                          STATION DESCRIPTION
 DH8426
 DH8426'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8426'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8426'STATION FROM THE JUNCTION OF STATE HIGHWAY 33 (CENTER STREET) WITH
 DH8426'COUNTY HIGHWAY G EAST (NORTH STREET) IN THE VILLAGE OF WONEWOC, GO
 DH8426'NORTH ON STATE HIGHWAY 33 FOR 0.7 MI (1.13 KM) TO THE STATION ON THE
 DH8426'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8426'GEODETIC SURVEY CONTROL STATION DISK SET IN THE WESTERN MOST WINGWALL
 DH8426'OF BOX CULVERT --C-29-10-49-- ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DH8426'PAVEMENT.  THE STATION IS 6.7 M (22.0 FT) SOUTHWEST OF THE CENTERLINE
 DH8426'OF STATE HIGHWAY 33 AND 35.7 M (117.1 FT) NORTHWEST OF THE
 DH8426'NORTHEASTERN WOOD POST FOR A --WONEWOC POPULATION 834-- SIGN.
 DH8426'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8426'THAN 15 DEGRES EXCEPT FOR TREES TO THE NORTH EXTENDING TO 30 DEGREES
 DH8426'ABOVE THE HORIZON.
 DH8426
 DH8426                          STATION RECOVERY (2010)
 DH8426
 DH8426'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8426'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M EAST OF A
 DH8426'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8425 ***********************************************************************
 DH8425  DESIGNATION -  3T12
 DH8425  PID         -  DH8425
 DH8425  STATE/COUNTY-  WI/JUNEAU
 DH8425  COUNTRY     -  US
 DH8425  USGS QUAD   -  WONEWOC (2018)
 DH8425
 DH8425                         *CURRENT SURVEY CONTROL
 DH8425  ______________________________________________________________________
 DH8425* NAD 83(1986) POSITION- 43 40 24.92   (N) 090 14 26.61   (W)   HD_HELD1
 DH8425* NAVD 88 ORTHO HEIGHT -   278.959 (meters)      915.22  (feet) ADJUSTED
 DH8425  ______________________________________________________________________
 DH8425  GEOID HEIGHT    -        -34.666 (meters)                     GEOID18
 DH8425  DYNAMIC HEIGHT  -        278.891 (meters)      914.99  (feet) COMP
 DH8425  MODELED GRAVITY -    980,367.5   (mgal)                       NAVD 88
 DH8425
 DH8425  VERT ORDER      -  SECOND    CLASS I
 DH8425
 DH8425.The horizontal coordinates were determined by differentially corrected
 DH8425.hand held GPS observations or other comparable positioning techniques
 DH8425.and have an estimated accuracy of +/- 3 meters.
 DH8425
 DH8425.The orthometric height was determined by differential leveling and
 DH8425.adjusted by the WI DEPT OF TRANSP
 DH8425.in May 2012.
 DH8425
 DH8425.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8425.GEOID18 height accuracy estimate available here.
 DH8425
 DH8425.Click photographs - Photos may exist for this station.
 DH8425
 DH8425.The dynamic height is computed by dividing the NAVD 88
 DH8425.geopotential number by the normal gravity value computed on the
 DH8425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8425.degrees latitude (g = 980.6199 gals.).
 DH8425
 DH8425.The modeled gravity was interpolated from observed gravity values.
 DH8425
 DH8425;                    North         East    Units  Estimated Accuracy
 DH8425;SPC WI S     -   185,949.2     580,587.9     MT  (+/- 3 meters HH1 GPS) 
 DH8425
 DH8425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2243539320(NAD 83)
 DH8425
 DH8425                          SUPERSEDED SURVEY CONTROL
 DH8425
 DH8425  NAVD 88 (04/20/07)  278.949  (m)          915.19   (f) SUPERSEDED  2 1
 DH8425
 DH8425.Superseded values are not recommended for survey control.
 DH8425
 DH8425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8425.See file dsdata.pdf to determine how the superseded data were derived.
 DH8425
 DH8425_MARKER: DD = SURVEY DISK
 DH8425_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8425_SP_SET: BOX CULVERT WINGWALL
 DH8425_STAMPING: 3T12 2004
 DH8425_MARK LOGO: WIDT
 DH8425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8425+STABILITY: SURFACE MOTION
 DH8425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8425+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 DH8425
 DH8425  HISTORY     - Date     Condition        Report By
 DH8425  HISTORY     - 2004     MONUMENTED       WIDT
 DH8425  HISTORY     - 20100609 GOOD             WIDT
 DH8425
 DH8425                          STATION DESCRIPTION
 DH8425
 DH8425'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8425'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8425'STATION FROM THE JUNCTION OF STATE HIGHWAY 33, STATE HIGHWAY 80 SOUTH
 DH8425'AND STATE HIGHWAY 82 WEST (BRIDGE STREET) WITH STATE HIGHWAY 80 NORTH
 DH8425'AND STATE HIGHWAY 82 EAST (MADISON STREET) IN THE VILLAGE OF UNION
 DH8425'CENTER, GO EAST-SOUTHEAST ON STATE HIGHWAY 33 (BRIDGE STREET) FOR 1.55
 DH8425'MI (2.49 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8425'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVERY CONTROL
 DH8425'STATION DISK SET IN THE NORTHWEST WINGWALL OF A BOX CULVERT ABOUT 1 M
 DH8425'(3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 14.8 M (48.6 FT)
 DH8425'NORTH OF THE CENTERLINE OF STATE HIGHWAY 33.  ---NOTE---THIS STATION
 DH8425'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8425'HORIZON EXCEPT FOR TREES TO THE NORTH AND NORTHEAST EXTENDING TO 40
 DH8425'AND 30 DEGREES RESPECTIVELY.
 DH8425
 DH8425                          STATION RECOVERY (2010)
 DH8425
 DH8425'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8425'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M SOUTHEAST OF
 DH8425'A WHITE PLASTIC WITNESS POST.  NOTE---THE STATION IS APPROXIMATELY 2 M
 DH8425'(NOT 1 M) BELOW THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8464 ***********************************************************************
 DH8464  DESIGNATION -  3T46
 DH8464  PID         -  DH8464
 DH8464  STATE/COUNTY-  WI/SAUK
 DH8464  COUNTRY     -  US
 DH8464  USGS QUAD   -  LEWISTON (2018)
 DH8464
 DH8464                         *CURRENT SURVEY CONTROL
 DH8464  ______________________________________________________________________
 DH8464* NAD 83(1986) POSITION- 43 31 56.5    (N) 089 44 03.8    (W)   HD_HELD2
 DH8464* NAVD 88 ORTHO HEIGHT -   268.244 (meters)      880.06  (feet) ADJUSTED
 DH8464  ______________________________________________________________________
 DH8464  GEOID HEIGHT    -        -35.339 (meters)                     GEOID18
 DH8464  DYNAMIC HEIGHT  -        268.175 (meters)      879.84  (feet) COMP
 DH8464  MODELED GRAVITY -    980,355.9   (mgal)                       NAVD 88
 DH8464
 DH8464  VERT ORDER      -  SECOND    CLASS I
 DH8464
 DH8464.The horizontal coordinates were established by autonomous hand held GPS
 DH8464.observations and have an estimated accuracy of +/- 10 meters.
 DH8464
 DH8464.The orthometric height was determined by differential leveling and
 DH8464.adjusted by the WI DEPT OF TRANSP
 DH8464.in May 2012.
 DH8464
 DH8464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8464.GEOID18 height accuracy estimate available here.
 DH8464
 DH8464.Click photographs - Photos may exist for this station.
 DH8464
 DH8464.The dynamic height is computed by dividing the NAVD 88
 DH8464.geopotential number by the normal gravity value computed on the
 DH8464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8464.degrees latitude (g = 980.6199 gals.).
 DH8464
 DH8464.The modeled gravity was interpolated from observed gravity values.
 DH8464
 DH8464;                    North         East    Units  Estimated Accuracy
 DH8464;SPC WI S     -   170,265.      621,469.      MT  (+/- 10 meters HH2 GPS)
 DH8464
 DH8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7905323568(NAD 83)
 DH8464
 DH8464                          SUPERSEDED SURVEY CONTROL
 DH8464
 DH8464  NAVD 88 (04/20/07)  268.228  (m)          880.01   (f) SUPERSEDED  2 1
 DH8464
 DH8464.Superseded values are not recommended for survey control.
 DH8464
 DH8464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8464.See file dsdata.pdf to determine how the superseded data were derived.
 DH8464
 DH8464_MARKER: DD = SURVEY DISK
 DH8464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8464_STAMPING: 3T46 2004
 DH8464_MARK LOGO: WIDT
 DH8464_PROJECTION: FLUSH
 DH8464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8464+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 DH8464
 DH8464  HISTORY     - Date     Condition        Report By
 DH8464  HISTORY     - 2004     MONUMENTED       WIDT
 DH8464  HISTORY     - 20081118 GOOD             WIDT
 DH8464
 DH8464                          STATION DESCRIPTION
 DH8464
 DH8464'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8464'OWNERSHIP--TOWN OF BARABOO.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8464'US HIGHWAY 12 AND STATE HIGHWAY 33 EAST WITH STATE HIGHWAY 33 WEST
 DH8464'ABOUT 3 MI (4.83 KM) NORTH OF THE CITY OF BARABOO, GO NORTH ON US
 DH8464'HIGHWAY 12 FOR 1.3 MI (2.09 KM) TO NORTH REEDSBURG ROAD, TURN RIGHT
 DH8464'AND GO EAST ON NORTH REEDSBURG ROAD FOR 1.95 MI (3.14 KM) TO COUNTY
 DH8464'HIGHWAY A, CONTINUE EAST ON NORTH REEDSBURG ROAD FOR 0.2 MI (0.32 KM)
 DH8464'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8464'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8464'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW
 DH8464'THE ROAD PAVEMENT.  THE STATION IS 7.0 M (23.0 FT) SOUTH OF THE
 DH8464'CENTERLINE OF NORTH REEDSBURG ROAD, 71 M (232.9 FT) EAST-SOUTHEAST OF
 DH8464'A WOOD POST FOR A --STOP AHEAD-- SIGN, 4.0 M (13.1 FT) OF A CULTIVATED
 DH8464'FIELD, AND 1.0 M (3.3 FT) WESTAND EAST OF TWO WHITE PLASTIC WITNESS
 DH8464'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8464'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8464
 DH8464                          STATION RECOVERY (2008)
 DH8464
 DH8464'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8464'RECOVERED IN GOOD CONDITION.  NOTE---NORTH REEDSBURG ROAD EAST OF
 DH8464'COUNTY HIGHWAY A IS NAMED COUNTY HIGHWAY U.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8465 ***********************************************************************
 DH8465  DESIGNATION -  3T47
 DH8465  PID         -  DH8465
 DH8465  STATE/COUNTY-  WI/SAUK
 DH8465  COUNTRY     -  US
 DH8465  USGS QUAD   -  LEWISTON (2018)
 DH8465
 DH8465                         *CURRENT SURVEY CONTROL
 DH8465  ______________________________________________________________________
 DH8465* NAD 83(1986) POSITION- 43 32 49.8    (N) 089 42 53.6    (W)   HD_HELD2
 DH8465* NAVD 88 ORTHO HEIGHT -   255.121 (meters)      837.01  (feet) ADJUSTED
 DH8465  ______________________________________________________________________
 DH8465  GEOID HEIGHT    -        -35.371 (meters)                     GEOID18
 DH8465  DYNAMIC HEIGHT  -        255.057 (meters)      836.80  (feet) COMP
 DH8465  MODELED GRAVITY -    980,362.4   (mgal)                       NAVD 88
 DH8465
 DH8465  VERT ORDER      -  SECOND    CLASS I
 DH8465
 DH8465.The horizontal coordinates were established by autonomous hand held GPS
 DH8465.observations and have an estimated accuracy of +/- 10 meters.
 DH8465
 DH8465.The orthometric height was determined by differential leveling and
 DH8465.adjusted by the WI DEPT OF TRANSP
 DH8465.in May 2012.
 DH8465
 DH8465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8465.GEOID18 height accuracy estimate available here.
 DH8465
 DH8465.Click photographs - Photos may exist for this station.
 DH8465
 DH8465.The dynamic height is computed by dividing the NAVD 88
 DH8465.geopotential number by the normal gravity value computed on the
 DH8465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8465.degrees latitude (g = 980.6199 gals.).
 DH8465
 DH8465.The modeled gravity was interpolated from observed gravity values.
 DH8465
 DH8465;                    North         East    Units  Estimated Accuracy
 DH8465;SPC WI S     -   171,915.      623,039.      MT  (+/- 10 meters HH2 GPS)
 DH8465
 DH8465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8068325160(NAD 83)
 DH8465
 DH8465                          SUPERSEDED SURVEY CONTROL
 DH8465
 DH8465  NAVD 88 (04/20/07)  255.104  (m)          836.95   (f) SUPERSEDED  2 1
 DH8465
 DH8465.Superseded values are not recommended for survey control.
 DH8465
 DH8465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8465.See file dsdata.pdf to determine how the superseded data were derived.
 DH8465
 DH8465_MARKER: DD = SURVEY DISK
 DH8465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8465_STAMPING: 3T47 2004
 DH8465_MARK LOGO: WIDT
 DH8465_PROJECTION: FLUSH
 DH8465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8465+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 DH8465
 DH8465  HISTORY     - Date     Condition        Report By
 DH8465  HISTORY     - 2004     MONUMENTED       WIDT
 DH8465  HISTORY     - 20081118 GOOD             WIDT
 DH8465
 DH8465                          STATION DESCRIPTION
 DH8465
 DH8465'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8465'OWNERSHIP--TOWN OF FAIRFIELD.  TO REACH THE STATION FROM THE JUNCITON
 DH8465'OF US HIGHWAY 12 AND STATE HIGHWAY 33 EAST WITH STATE HIGHWAY 33 WEST
 DH8465'ABOUT 3 MI (4.83 KM) NORTH OF THE CITY OF BARABOO, GO NORTH ON US
 DH8465'HIGHWAY 12 FOR 2.3 MI (3.7 KM) TO SHADY LANE, TURN RIGHT AND GO EAST
 DH8465'ON SHADY LANE FOR 0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT.  THE
 DH8465'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8465'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8465'CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.0
 DH8465'M (19.7 FT) SOUTH OF THE CENTERLINE OF SHADY LANE ROAD, 32 M (105.0
 DH8465'FT) WEST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 1.0 M (3.3
 DH8465'FT) NORTH OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) WEST AND EAST OF
 DH8465'TWO WHITE PLASTIC WITNESS POSTS.
 DH8465
 DH8465                          STATION RECOVERY (2008)
 DH8465
 DH8465'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8465'RECOVERED IN GOOD CONDITION.
 DH8465'A CORRECTED TO REACH FOLLOWS--TO REACH THE STATION FROM THE JUNCTION
 DH8465'OF US HIGHWAY 12 WITH STATE HIGHWAY 33 WEST APPROXIMATELY 3 MI NORTH
 DH8465'OF THE CITY OF BARABOO, GO NORTH ON US HIGHWAY 12 FOR 2.3 MI TO SHADY
 DH8465'LANE, TURN RIGHT AND GO EAST ON SHADY LANE FOR 2.0 MI TO COUNTY
 DH8465'HIGHWAY A, CONTINUE EAST ON SHADY LANE FOR 1.0 MILE TO GILLEM ROAD,
 DH8465'CONTINUE EAST ON SHADY LANE FOR 0.19 MILE TO THE STATION ON THE RIGHT.
 DH8465'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8468 ***********************************************************************
 DH8468  DESIGNATION -  3T49
 DH8468  PID         -  DH8468
 DH8468  STATE/COUNTY-  WI/SAUK
 DH8468  COUNTRY     -  US
 DH8468  USGS QUAD   -  WISCONSIN DELLS SOUTH (2018)
 DH8468
 DH8468                         *CURRENT SURVEY CONTROL
 DH8468  ______________________________________________________________________
 DH8468* NAD 83(1986) POSITION- 43 35 05.2    (N) 089 46 53.1    (W)   HD_HELD2
 DH8468* NAVD 88 ORTHO HEIGHT -   272.161 (meters)      892.91  (feet) ADJUSTED
 DH8468  ______________________________________________________________________
 DH8468  GEOID HEIGHT    -        -35.376 (meters)                     GEOID18
 DH8468  DYNAMIC HEIGHT  -        272.090 (meters)      892.68  (feet) COMP
 DH8468  MODELED GRAVITY -    980,353.6   (mgal)                       NAVD 88
 DH8468
 DH8468  VERT ORDER      -  SECOND    CLASS I
 DH8468
 DH8468.The horizontal coordinates were established by autonomous hand held GPS
 DH8468.observations and have an estimated accuracy of +/- 10 meters.
 DH8468
 DH8468.The orthometric height was determined by differential leveling and
 DH8468.adjusted by the WI DEPT OF TRANSP
 DH8468.in May 2012.
 DH8468
 DH8468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8468.GEOID18 height accuracy estimate available here.
 DH8468
 DH8468.Click photographs - Photos may exist for this station.
 DH8468
 DH8468.The dynamic height is computed by dividing the NAVD 88
 DH8468.geopotential number by the normal gravity value computed on the
 DH8468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8468.degrees latitude (g = 980.6199 gals.).
 DH8468
 DH8468.The modeled gravity was interpolated from observed gravity values.
 DH8468
 DH8468;                    North         East    Units  Estimated Accuracy
 DH8468;SPC WI S     -   176,078.      617,652.      MT  (+/- 10 meters HH2 GPS)
 DH8468
 DH8468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7544829515(NAD 83)
 DH8468
 DH8468                          SUPERSEDED SURVEY CONTROL
 DH8468
 DH8468  NAVD 88 (04/20/07)  272.144  (m)          892.86   (f) SUPERSEDED  2 1
 DH8468
 DH8468.Superseded values are not recommended for survey control.
 DH8468
 DH8468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8468.See file dsdata.pdf to determine how the superseded data were derived.
 DH8468
 DH8468_MARKER: DD = SURVEY DISK
 DH8468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8468_SP_SET: BRIDGE WINGWALL
 DH8468_STAMPING: 3T49 2004
 DH8468_MARK LOGO: WIDT
 DH8468_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8468+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 DH8468
 DH8468  HISTORY     - Date     Condition        Report By
 DH8468  HISTORY     - 2004     MONUMENTED       WIDT
 DH8468  HISTORY     - 20081118 GOOD             WIDT
 DH8468
 DH8468                          STATION DESCRIPTION
 DH8468
 DH8468'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8468'OWNERSHIP--WILDERNESS HOTEL AND GOLF RESORT.  TO REACH THE STATION
 DH8468'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 94
 DH8468'WITH US HIGHWAY 12 IN THE VILLAGE OF LAKE DELTON, GO NORTH ON US
 DH8468'HIGHWAY 12 FOR 0.9 MI (1.45 KM) TO HILLMAN ROAD ON THE RIGHT, CONTINUE
 DH8468'NORTHWEST ON US HIGHWAY 12 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 DH8468'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8468'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTHWEST OF A
 DH8468'WINGWALL FOR A GOLF CART PATH BRIDGE ABOUT LEVEL WITH THE HIGHWAY
 DH8468'PAVEMENT.  THE STATION IS 39.8 M (130.6 FT) EAST OF THE CENTERLINE OF
 DH8468'TWO WESTBOUND LANES OF US HIGHWAY 12, 45.0 M (147.6 FT) NORTH OF A
 DH8468'WOOD POST FOR A --ALTERNATE INTERSTATE 90--, 1.0 M (3.3 FT) WEST OF
 DH8468'THE CENTERLINE OF THE GOLF CART PATH BRIDGE.  ---NOTE---THIS STATION
 DH8468'IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO BEING HEAVILY OBSTRUCTED
 DH8468'BY TREES.
 DH8468
 DH8468                          STATION RECOVERY (2008)
 DH8468
 DH8468'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8468'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8469 ***********************************************************************
 DH8469  DESIGNATION -  3T50
 DH8469  PID         -  DH8469
 DH8469  STATE/COUNTY-  WI/SAUK
 DH8469  COUNTRY     -  US
 DH8469  USGS QUAD   -  WISCONSIN DELLS SOUTH (2018)
 DH8469
 DH8469                         *CURRENT SURVEY CONTROL
 DH8469  ______________________________________________________________________
 DH8469* NAD 83(1986) POSITION- 43 36 47.4    (N) 089 47 21.4    (W)   HD_HELD2
 DH8469* NAVD 88 ORTHO HEIGHT -   257.150 (meters)      843.67  (feet) ADJUSTED
 DH8469  ______________________________________________________________________
 DH8469  GEOID HEIGHT    -        -35.401 (meters)                     GEOID18
 DH8469  DYNAMIC HEIGHT  -        257.084 (meters)      843.45  (feet) COMP
 DH8469  MODELED GRAVITY -    980,358.0   (mgal)                       NAVD 88
 DH8469
 DH8469  VERT ORDER      -  SECOND    CLASS I
 DH8469
 DH8469.The horizontal coordinates were established by autonomous hand held GPS
 DH8469.observations and have an estimated accuracy of +/- 10 meters.
 DH8469
 DH8469.The orthometric height was determined by differential leveling and
 DH8469.adjusted by the WI DEPT OF TRANSP
 DH8469.in May 2012.
 DH8469
 DH8469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8469.GEOID18 height accuracy estimate available here.
 DH8469
 DH8469.Click photographs - Photos may exist for this station.
 DH8469
 DH8469.The dynamic height is computed by dividing the NAVD 88
 DH8469.geopotential number by the normal gravity value computed on the
 DH8469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8469.degrees latitude (g = 980.6199 gals.).
 DH8469
 DH8469.The modeled gravity was interpolated from observed gravity values.
 DH8469
 DH8469;                    North         East    Units  Estimated Accuracy
 DH8469;SPC WI S     -   179,230.      617,010.      MT  (+/- 10 meters HH2 GPS)
 DH8469
 DH8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7491932690(NAD 83)
 DH8469
 DH8469                          SUPERSEDED SURVEY CONTROL
 DH8469
 DH8469  NAVD 88 (04/20/07)  257.133  (m)          843.61   (f) SUPERSEDED  2 1
 DH8469
 DH8469.Superseded values are not recommended for survey control.
 DH8469
 DH8469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8469.See file dsdata.pdf to determine how the superseded data were derived.
 DH8469
 DH8469_MARKER: DD = SURVEY DISK
 DH8469_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8469_SP_SET: BOX CULVERT
 DH8469_STAMPING: 3T50 2004
 DH8469_MARK LOGO: WIDT
 DH8469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8469+STABILITY: SURFACE MOTION
 DH8469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8469+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 DH8469
 DH8469  HISTORY     - Date     Condition        Report By
 DH8469  HISTORY     - 2004     MONUMENTED       WIDT
 DH8469  HISTORY     - 20081118 GOOD             WIDT
 DH8469
 DH8469                          STATION DESCRIPTION
 DH8469
 DH8469'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8469'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8469'STATION FROM THE JUNCTION OF US HIGHWAY 12, STATE HIGHWAY 23 SOUTH,
 DH8469'STATE HIGHWAY 16 WEST, AND COUNTY HIGHWAY A WITH STATE HIGHWAY 13,
 DH8469'STATE HIGHWAY NORTH AND STATE HIGHWAY 16 EAST IN THE CITY OF WISCONSIN
 DH8469'DELLS, GO SOUTHERLY ON US HIGHWAY 12, STATE HIGHWAY 23 SOUTH AND
 DH8469'COUNTY HIGHWAY A SOUTH FOR 0.5 MI (0.8 KM) TO WHERE COUNTY HIGHWAY A
 DH8469'GOES SOUTHEAST ON THE LEFT, CONTINUE SOUTH ON US HIGHWAY 12 AND STATE
 DH8469'HIGHWAY 23 FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT.  THE
 DH8469'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8469'SURVEY CONTROL STATION DISK SET IN THE EASTERNMOST END OF A BOX
 DH8469'CULVERT ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.0 M
 DH8469'(39.4 FT) SOUTHEAST OF THE CENTERLINE OF US HIGHWAY 12, 49 M (160.8
 DH8469'FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHERNMOST ENTRANCE FOR
 DH8469'--ORIGINAL WISCONSIN DUCKS STORE--, 13.7 M (44.9 FT) NORTHEAST OF A
 DH8469'METAL POST FOR A --SPEED LIMIT 35-- SIGN, 4.4 M (14.4 FT) NORTHWEST OF
 DH8469'A CHAINLINK FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8469'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8469
 DH8469                          STATION RECOVERY (2008)
 DH8469
 DH8469'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8470 ***********************************************************************
 DH8470  DESIGNATION -  3T51
 DH8470  PID         -  DH8470
 DH8470  STATE/COUNTY-  WI/JUNEAU
 DH8470  COUNTRY     -  US
 DH8470  USGS QUAD   -  WISCONSIN DELLS NORTH (2018)
 DH8470
 DH8470                         *CURRENT SURVEY CONTROL
 DH8470  ______________________________________________________________________
 DH8470* NAD 83(1986) POSITION- 43 40 51.92   (N) 089 50 47.79   (W)   HD_HELD1
 DH8470* NAVD 88 ORTHO HEIGHT -   262.644 (meters)      861.69  (feet) ADJUSTED
 DH8470  ______________________________________________________________________
 DH8470  GEOID HEIGHT    -        -35.382 (meters)                     GEOID18
 DH8470  DYNAMIC HEIGHT  -        262.580 (meters)      861.48  (feet) COMP
 DH8470  MODELED GRAVITY -    980,369.9   (mgal)                       NAVD 88
 DH8470
 DH8470  VERT ORDER      -  SECOND    CLASS I
 DH8470
 DH8470.The horizontal coordinates were determined by differentially corrected
 DH8470.hand held GPS observations or other comparable positioning techniques
 DH8470.and have an estimated accuracy of +/- 3 meters.
 DH8470
 DH8470.The orthometric height was determined by differential leveling and
 DH8470.adjusted by the WI DEPT OF TRANSP
 DH8470.in May 2012.
 DH8470
 DH8470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8470.GEOID18 height accuracy estimate available here.
 DH8470
 DH8470.Click photographs - Photos may exist for this station.
 DH8470
 DH8470.The dynamic height is computed by dividing the NAVD 88
 DH8470.geopotential number by the normal gravity value computed on the
 DH8470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8470.degrees latitude (g = 980.6199 gals.).
 DH8470
 DH8470.The modeled gravity was interpolated from observed gravity values.
 DH8470
 DH8470;                    North         East    Units  Estimated Accuracy
 DH8470;SPC WI S     -   186,765.8     612,368.0     MT  (+/- 3 meters HH1 GPS) 
 DH8470
 DH8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7055240391(NAD 83)
 DH8470
 DH8470                          SUPERSEDED SURVEY CONTROL
 DH8470
 DH8470  NAVD 88 (04/20/07)  262.628  (m)          861.64   (f) SUPERSEDED  2 1
 DH8470
 DH8470.Superseded values are not recommended for survey control.
 DH8470
 DH8470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8470.See file dsdata.pdf to determine how the superseded data were derived.
 DH8470
 DH8470_MARKER: DD = SURVEY DISK
 DH8470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8470_SP_SET: BRIDGE WINGWALL
 DH8470_STAMPING: 3T51 2004
 DH8470_MARK LOGO: WIDT
 DH8470_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8470+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DH8470
 DH8470  HISTORY     - Date     Condition        Report By
 DH8470  HISTORY     - 2004     MONUMENTED       WIDT
 DH8470  HISTORY     - 20100602 GOOD             WIDT
 DH8470
 DH8470                          STATION DESCRIPTION
 DH8470
 DH8470'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8470'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8470'STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE HIGHWAY 16 (FLINT
 DH8470'STREET) WITH COUNTY HIGHWAY HH (WISCONSIN AVENUE) IN THE VILLAGE OF
 DH8470'LYNDON STATION, GO SOUTHEAST ON US HIGHWAY 12 AND STATE HIGHWAY 16
 DH8470'(FLINT STREET) FOR 3.1 MI (4.99 KM) TO RESTHAVEN ROAD ON THE RIGHT,
 DH8470'CONTINUE SOUTHEAST ON US HIGHWAY 12 AND STATE HIGHWAY 16 FOR 0.35 MI
 DH8470'(0.56 KM) TO THE STATION ON THE RIGHT.   THE STATION IS A BRONZE
 DH8470'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8470'DISK SET IN THE SOUTH WINGWALL OF A BRIDGE ABOUT 1 M (3.3 FT) BELOW
 DH8470'THE HIGHWAY PAVEMENT.  THE STATION IS 7.5 M (24.6 FT) SOUTHWEST OF THE
 DH8470'CENTERLINE OF US HIGHWAY 12 AND STATE HIGHWAY 16.  ---NOTE---THIS
 DH8470'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE TREES TO THE
 DH8470'NORTHWEST, NORTHEAST AND SOUTH EXTENDING TO 50, 35 AND 30 DEGREES
 DH8470'ABOVE THE HORIZON RESPECTIVELY.
 DH8470
 DH8470                          STATION RECOVERY (2010)
 DH8470
 DH8470'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8470'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M NORTHWEST OF
 DH8470'A WHITE PLASTIC WITNESS POST.  NOTE---THE STATION IS SET IN THE
 DH8470'SOUTHWEST WINGWALL OF A BOX CULVERT (NOT A BRIDGE).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8471 ***********************************************************************
 DH8471  DESIGNATION -  3T52
 DH8471  PID         -  DH8471
 DH8471  STATE/COUNTY-  WI/JUNEAU
 DH8471  COUNTRY     -  US
 DH8471  USGS QUAD   -  LYNDON STATION (2018)
 DH8471
 DH8471                         *CURRENT SURVEY CONTROL
 DH8471  ______________________________________________________________________
 DH8471* NAD 83(1986) POSITION- 43 42 33.12   (N) 089 53 52.27   (W)   HD_HELD1
 DH8471* NAVD 88 ORTHO HEIGHT -   271.002 (meters)      889.11  (feet) ADJUSTED
 DH8471  ______________________________________________________________________
 DH8471  GEOID HEIGHT    -        -35.318 (meters)                     GEOID18
 DH8471  DYNAMIC HEIGHT  -        270.936 (meters)      888.90  (feet) COMP
 DH8471  MODELED GRAVITY -    980,371.9   (mgal)                       NAVD 88
 DH8471
 DH8471  VERT ORDER      -  SECOND    CLASS I
 DH8471
 DH8471.The horizontal coordinates were determined by differentially corrected
 DH8471.hand held GPS observations or other comparable positioning techniques
 DH8471.and have an estimated accuracy of +/- 3 meters.
 DH8471
 DH8471.The orthometric height was determined by differential leveling and
 DH8471.adjusted by the WI DEPT OF TRANSP
 DH8471.in May 2012.
 DH8471
 DH8471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8471.GEOID18 height accuracy estimate available here.
 DH8471
 DH8471.Click photographs - Photos may exist for this station.
 DH8471
 DH8471.The dynamic height is computed by dividing the NAVD 88
 DH8471.geopotential number by the normal gravity value computed on the
 DH8471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8471.degrees latitude (g = 980.6199 gals.).
 DH8471
 DH8471.The modeled gravity was interpolated from observed gravity values.
 DH8471
 DH8471;                    North         East    Units  Estimated Accuracy
 DH8471;SPC WI S     -   189,882.6     608,232.3     MT  (+/- 3 meters HH1 GPS) 
 DH8471
 DH8471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6653043656(NAD 83)
 DH8471
 DH8471                          SUPERSEDED SURVEY CONTROL
 DH8471
 DH8471  NAVD 88 (04/20/07)  270.986  (m)          889.06   (f) SUPERSEDED  2 1
 DH8471
 DH8471.Superseded values are not recommended for survey control.
 DH8471
 DH8471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8471.See file dsdata.pdf to determine how the superseded data were derived.
 DH8471
 DH8471_MARKER: DD = SURVEY DISK
 DH8471_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH8471_SP_SET: BOX CULVERT WING WALL
 DH8471_STAMPING: 3T52 2004
 DH8471_MARK LOGO: WIDT
 DH8471_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8471+STABILITY: SURFACE MOTION
 DH8471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8471+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DH8471
 DH8471  HISTORY     - Date     Condition        Report By
 DH8471  HISTORY     - 2004     MONUMENTED       WIDT
 DH8471  HISTORY     - 20100602 GOOD             WIDT
 DH8471
 DH8471                          STATION DESCRIPTION
 DH8471
 DH8471'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8471'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8471'STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE HIGHWAY 16 (FLINT
 DH8471'STREET) WITH COUNTY HIGHWAY HH (WISCONSIN STREET) IN THE VILLAGE OF
 DH8471'LYNDON STATION, GO SOUTHEAST ON US HIGHWAY 12 AND STATE HIGHWAY 16
 DH8471'(FLINT STREET) FOR 0.2 MI (0.32 KM) TO THE STATION ON THE RIGHT.  THE
 DH8471'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8471'SURVEY CONTROL STATION DISK SET IN THE SOUTHWEST WINGWALL OF A BOX
 DH8471'CULVERT ABOUT 3 M (9.8 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8471'12.9 M (42.3 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY 12 AND STATE
 DH8471'HIGHWAY 16 (FLINT STREET).  ---NOTE---THIS STATION IS NOT SUITABLE FOR
 DH8471'GPS OBSERVATIONS DUE TO ALL QUADRANTS BEING BLOCKED BY TREES ABOVE 25
 DH8471'DEGREES ABOVE THE HORIZON.
 DH8471
 DH8471                          STATION RECOVERY (2010)
 DH8471
 DH8471'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8471'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 56 M SOUTHEAST OF
 DH8471'THE CENTERLINE OF WASHINGTON STREET, 31.5 M SOUTHEAST OF A --EAST
 DH8471'12/16-- WOOD SIGN POST, 25.0 M SOUTHEAST OF POWER POLE --14-5-10.1
 DH8471'2/22--, AND 0.4 M SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DH8471'NOTE---THE STATION IS SET IN THE NORTHWEST WING WALL AT THE SOUTHWEST
 DH8471'END OF THE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8472 ***********************************************************************
 DH8472  DESIGNATION -  3T53
 DH8472  PID         -  DH8472
 DH8472  STATE/COUNTY-  WI/JUNEAU
 DH8472  COUNTRY     -  US
 DH8472  USGS QUAD   -  LYNDON STATION (2018)
 DH8472
 DH8472                         *CURRENT SURVEY CONTROL
 DH8472  ______________________________________________________________________
 DH8472* NAD 83(1986) POSITION- 43 43 44.91   (N) 089 54 44.47   (W)   HD_HELD1
 DH8472* NAVD 88 ORTHO HEIGHT -   268.093 (meters)      879.57  (feet) ADJUSTED
 DH8472  ______________________________________________________________________
 DH8472  GEOID HEIGHT    -        -35.307 (meters)                     GEOID18
 DH8472  DYNAMIC HEIGHT  -        268.028 (meters)      879.36  (feet) COMP
 DH8472  MODELED GRAVITY -    980,374.1   (mgal)                       NAVD 88
 DH8472
 DH8472  VERT ORDER      -  SECOND    CLASS I
 DH8472
 DH8472.The horizontal coordinates were determined by differentially corrected
 DH8472.hand held GPS observations or other comparable positioning techniques
 DH8472.and have an estimated accuracy of +/- 3 meters.
 DH8472
 DH8472.The orthometric height was determined by differential leveling and
 DH8472.adjusted by the WI DEPT OF TRANSP
 DH8472.in May 2012.
 DH8472
 DH8472.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8472.GEOID18 height accuracy estimate available here.
 DH8472
 DH8472.Click photographs - Photos may exist for this station.
 DH8472
 DH8472.The dynamic height is computed by dividing the NAVD 88
 DH8472.geopotential number by the normal gravity value computed on the
 DH8472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8472.degrees latitude (g = 980.6199 gals.).
 DH8472
 DH8472.The modeled gravity was interpolated from observed gravity values.
 DH8472
 DH8472;                    North         East    Units  Estimated Accuracy
 DH8472;SPC WI S     -   192,096.9     607,061.4     MT  (+/- 3 meters HH1 GPS) 
 DH8472
 DH8472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6544045912(NAD 83)
 DH8472
 DH8472                          SUPERSEDED SURVEY CONTROL
 DH8472
 DH8472  NAVD 88 (04/20/07)  268.077  (m)          879.52   (f) SUPERSEDED  2 1
 DH8472
 DH8472.Superseded values are not recommended for survey control.
 DH8472
 DH8472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8472.See file dsdata.pdf to determine how the superseded data were derived.
 DH8472
 DH8472_MARKER: DD = SURVEY DISK
 DH8472_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8472_SP_SET: BOX CULVERT WINGWALL
 DH8472_STAMPING: 3T53 2004
 DH8472_MARK LOGO: WIDT
 DH8472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8472+STABILITY: SURFACE MOTION
 DH8472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8472+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DH8472
 DH8472  HISTORY     - Date     Condition        Report By
 DH8472  HISTORY     - 2004     MONUMENTED       WIDT
 DH8472  HISTORY     - 20100602 GOOD             WIDT
 DH8472
 DH8472                          STATION DESCRIPTION
 DH8472
 DH8472'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8472'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8472'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE
 DH8472'HIGHWAY 94 WITH COUNTY HIGHWAY HH (EXIT 79) IN THE VILLAGE OF LYNDON
 DH8472'STATION, GO NORTHWEST ON INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY
 DH8472'94 FOR 1.2 MI (1.93 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8472'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8472'STATION DISK SET IN THE NORTH WINGWALL OF A BOX CULVERT ABOUT LEVEL
 DH8472'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.2 M (49.9 FT) NORTHEAST
 DH8472'OF THE CENTERLINE OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 94.
 DH8472'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DH8472'BEING HEAVILY OBSTRUCTED BY TREES.
 DH8472
 DH8472                          STATION RECOVERY (2010)
 DH8472
 DH8472'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8472'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.8 M SOUTHEAST OF
 DH8472'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8473 ***********************************************************************
 DH8473  DESIGNATION -  3T54
 DH8473  PID         -  DH8473
 DH8473  STATE/COUNTY-  WI/JUNEAU
 DH8473  COUNTRY     -  US
 DH8473  USGS QUAD   -  LYNDON STATION (2018)
 DH8473
 DH8473                         *CURRENT SURVEY CONTROL
 DH8473  ______________________________________________________________________
 DH8473* NAD 83(1986) POSITION- 43 43 42.47   (N) 089 56 06.72   (W)   HD_HELD1
 DH8473* NAVD 88 ORTHO HEIGHT -   275.767 (meters)      904.75  (feet) ADJUSTED
 DH8473  ______________________________________________________________________
 DH8473  GEOID HEIGHT    -        -35.278 (meters)                     GEOID18
 DH8473  DYNAMIC HEIGHT  -        275.700 (meters)      904.53  (feet) COMP
 DH8473  MODELED GRAVITY -    980,371.2   (mgal)                       NAVD 88
 DH8473
 DH8473  VERT ORDER      -  SECOND    CLASS I
 DH8473
 DH8473.The horizontal coordinates were determined by differentially corrected
 DH8473.hand held GPS observations or other comparable positioning techniques
 DH8473.and have an estimated accuracy of +/- 3 meters.
 DH8473
 DH8473.The orthometric height was determined by differential leveling and
 DH8473.adjusted by the WI DEPT OF TRANSP
 DH8473.in May 2012.
 DH8473
 DH8473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8473.GEOID18 height accuracy estimate available here.
 DH8473
 DH8473.Click photographs - Photos may exist for this station.
 DH8473
 DH8473.The dynamic height is computed by dividing the NAVD 88
 DH8473.geopotential number by the normal gravity value computed on the
 DH8473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8473.degrees latitude (g = 980.6199 gals.).
 DH8473
 DH8473.The modeled gravity was interpolated from observed gravity values.
 DH8473
 DH8473;                    North         East    Units  Estimated Accuracy
 DH8473;SPC WI S     -   192,019.9     605,220.7     MT  (+/- 3 meters HH1 GPS) 
 DH8473
 DH8473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6359745902(NAD 83)
 DH8473
 DH8473                          SUPERSEDED SURVEY CONTROL
 DH8473
 DH8473  NAVD 88 (04/20/07)  275.752  (m)          904.70   (f) SUPERSEDED  2 1
 DH8473
 DH8473.Superseded values are not recommended for survey control.
 DH8473
 DH8473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8473.See file dsdata.pdf to determine how the superseded data were derived.
 DH8473
 DH8473_MARKER: DD = SURVEY DISK
 DH8473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8473_STAMPING: 3T54 2004
 DH8473_MARK LOGO: WIDT
 DH8473_PROJECTION: FLUSH
 DH8473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8473+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DH8473
 DH8473  HISTORY     - Date     Condition        Report By
 DH8473  HISTORY     - 2004     MONUMENTED       WIDT
 DH8473  HISTORY     - 20100602 GOOD             WIDT
 DH8473
 DH8473                          STATION DESCRIPTION
 DH8473
 DH8473'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8473'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8473'US HIGHWAY 12 AND STATE HIGHWAY 16 WITH COUNTY HIGHWAY NORTH ABOUT 0.5
 DH8473'MI (0.8 KM) WEST OF THE VILLAGE OF LYNDON STATION, GO NORTHWEST ON
 DH8473'COUNTY HIGHWAY NORTH FOR 1.1 MI (1.77 KM) TO 24TH AVENUE, CONTINUE
 DH8473'NORTHWESTON COUNTY HIGHWAY NORTH FOR 0.45 MI (0.72 KM) TO THE STATION
 DH8473'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8473'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK ABOUT 1 M (3.3 FT)
 DH8473'BELOW HIGHWAY PAVEMENT.  THE STATION IS 5.1 M (16.7 FT) NORTHEAST OF
 DH8473'THE CENTERLINE OF COUNTY HIGHWAY N, 11.9 M (39.0 FT) NORTHWEST OF A
 DH8473'WOOD POST FOR A --CURVE AHEAD-- SIGN, 6 M (19.7 FT) SOUTHEAST OF THE
 DH8473'CENTERLINE OF A FIELD ENTRANCE, 4 M (13.1 FT) SOUTHWEST OF A
 DH8473'CULTIVATED FIELD, 1.0 M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS
 DH8473'POST, AND 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DH8473'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8473'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8473
 DH8473                          STATION RECOVERY (2010)
 DH8473
 DH8473'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8473'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.06 MILE NORTHWEST
 DH8473'OF OBRIEN ROAD AT FIRE NUMBERS --N2476-- AND --N2480--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8475 ***********************************************************************
 DH8475  DESIGNATION -  3T56
 DH8475  PID         -  DH8475
 DH8475  STATE/COUNTY-  WI/JUNEAU
 DH8475  COUNTRY     -  US
 DH8475  USGS QUAD   -  MAUSTON (2018)
 DH8475
 DH8475                         *CURRENT SURVEY CONTROL
 DH8475  ______________________________________________________________________
 DH8475* NAD 83(1986) POSITION- 43 46 38.22   (N) 089 59 59.17   (W)   HD_HELD1
 DH8475* NAVD 88 ORTHO HEIGHT -   262.237 (meters)      860.36  (feet) ADJUSTED
 DH8475  ______________________________________________________________________
 DH8475  GEOID HEIGHT    -        -35.202 (meters)                     GEOID18
 DH8475  DYNAMIC HEIGHT  -        262.177 (meters)      860.16  (feet) COMP
 DH8475  MODELED GRAVITY -    980,383.1   (mgal)                       NAVD 88
 DH8475
 DH8475  VERT ORDER      -  SECOND    CLASS I
 DH8475
 DH8475.The horizontal coordinates were determined by differentially corrected
 DH8475.hand held GPS observations or other comparable positioning techniques
 DH8475.and have an estimated accuracy of +/- 3 meters.
 DH8475
 DH8475.The orthometric height was determined by differential leveling and
 DH8475.adjusted by the WI DEPT OF TRANSP
 DH8475.in May 2012.
 DH8475
 DH8475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8475.GEOID18 height accuracy estimate available here.
 DH8475
 DH8475.Click photographs - Photos may exist for this station.
 DH8475
 DH8475.The dynamic height is computed by dividing the NAVD 88
 DH8475.geopotential number by the normal gravity value computed on the
 DH8475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8475.degrees latitude (g = 980.6199 gals.).
 DH8475
 DH8475.The modeled gravity was interpolated from observed gravity values.
 DH8475
 DH8475;                    North         East    Units  Estimated Accuracy
 DH8475;SPC WI S     -   197,441.8     600,018.6     MT  (+/- 3 meters HH1 GPS) 
 DH8475
 DH8475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP5859351510(NAD 83)
 DH8475
 DH8475                          SUPERSEDED SURVEY CONTROL
 DH8475
 DH8475  NAVD 88 (04/20/07)  262.223  (m)          860.31   (f) SUPERSEDED  2 1
 DH8475
 DH8475.Superseded values are not recommended for survey control.
 DH8475
 DH8475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8475.See file dsdata.pdf to determine how the superseded data were derived.
 DH8475
 DH8475_MARKER: DD = SURVEY DISK
 DH8475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8475_SP_SET: BRIDGE WINGWALL
 DH8475_STAMPING: 3T56 2004
 DH8475_MARK LOGO: WIDT
 DH8475_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8475+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DH8475
 DH8475  HISTORY     - Date     Condition        Report By
 DH8475  HISTORY     - 2004     MONUMENTED       WIDT
 DH8475  HISTORY     - 20100602 GOOD             WIDT
 DH8475
 DH8475                          STATION DESCRIPTION
 DH8475
 DH8475'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8475'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8475'US HIGHWAY 12 AND STATE HIGHWAY 16 WITH COUNTY HIGHWAY NORTH ABOUT 0.5
 DH8475'MI (0.8 KM) SOUTH-SOUTHEAST OF THE CITY OF MAUSTON, GO EAST ON COUNTY
 DH8475'HIGHWAY NORTH FOR 2.2 MI (3.54 KM) TO 19TH AVENUE, CONTINUE EAST ON
 DH8475'COUNTY HIGHWAY NORTH FOR 1.0 MI (1.61 KM) TO THE STATION ON THE RIGHT.
 DH8475'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8475'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTH WINGWALL OF A
 DH8475'BRIDGE ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 4.1 M
 DH8475'(13.5 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY NORTH
 DH8475'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE
 DH8475'NORTHEAST AND SOUTHWEST QUADRANTS BEING BLOCKED BY TREES EXTENDING
 DH8475'HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
 DH8475
 DH8475                          STATION RECOVERY (2010)
 DH8475
 DH8475'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8475'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.29 MILE NORTHWEST
 DH8475'OF HOUSEHOLDER LANE, 0.2 M SOUTHEAST OF AN IRON PIPE, AND 1.0 M
 DH8475'NORTHWEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8477 ***********************************************************************
 DH8477  DESIGNATION -  3T59
 DH8477  PID         -  DH8477
 DH8477  STATE/COUNTY-  WI/JUNEAU
 DH8477  COUNTRY     -  US
 DH8477  USGS QUAD   -  NEW LISBON SOUTH (2018)
 DH8477
 DH8477                         *CURRENT SURVEY CONTROL
 DH8477  ______________________________________________________________________
 DH8477* NAD 83(1986) POSITION- 43 52 02.74   (N) 090 09 51.59   (W)   HD_HELD1
 DH8477* NAVD 88 ORTHO HEIGHT -   267.542 (meters)      877.76  (feet) ADJUSTED
 DH8477  ______________________________________________________________________
 DH8477  GEOID HEIGHT    -        -34.875 (meters)                     GEOID18
 DH8477  DYNAMIC HEIGHT  -        267.481 (meters)      877.56  (feet) COMP
 DH8477  MODELED GRAVITY -    980,387.2   (mgal)                       NAVD 88
 DH8477
 DH8477  VERT ORDER      -  SECOND    CLASS I
 DH8477
 DH8477.The horizontal coordinates were determined by differentially corrected
 DH8477.hand held GPS observations or other comparable positioning techniques
 DH8477.and have an estimated accuracy of +/- 3 meters.
 DH8477
 DH8477.The orthometric height was determined by differential leveling and
 DH8477.adjusted by the WI DEPT OF TRANSP
 DH8477.in May 2012.
 DH8477
 DH8477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8477.GEOID18 height accuracy estimate available here.
 DH8477
 DH8477.Click photographs - Photos may exist for this station.
 DH8477
 DH8477.The dynamic height is computed by dividing the NAVD 88
 DH8477.geopotential number by the normal gravity value computed on the
 DH8477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8477.degrees latitude (g = 980.6199 gals.).
 DH8477
 DH8477.The modeled gravity was interpolated from observed gravity values.
 DH8477
 DH8477;                    North         East    Units  Estimated Accuracy
 DH8477;SPC WI S     -   207,470.2     586,790.8     MT  (+/- 3 meters HH1 GPS) 
 DH8477
 DH8477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2785661057(NAD 83)
 DH8477
 DH8477                          SUPERSEDED SURVEY CONTROL
 DH8477
 DH8477  NAVD 88 (04/20/07)  267.529  (m)          877.72   (f) SUPERSEDED  2 1
 DH8477
 DH8477.Superseded values are not recommended for survey control.
 DH8477
 DH8477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8477.See file dsdata.pdf to determine how the superseded data were derived.
 DH8477
 DH8477_MARKER: DD = SURVEY DISK
 DH8477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8477_SP_SET: BOX CULVERT WINGWALL
 DH8477_STAMPING: 3T59 2004
 DH8477_MARK LOGO: WIDT
 DH8477_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8477+STABILITY: SURFACE MOTION
 DH8477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8477+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2010
 DH8477
 DH8477  HISTORY     - Date     Condition        Report By
 DH8477  HISTORY     - 2004     MONUMENTED       WIDT
 DH8477  HISTORY     - 20100615 GOOD             WIDT
 DH8477
 DH8477                          STATION DESCRIPTION
 DH8477
 DH8477'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8477'OWNERSHIP--TOWN OF LISBON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8477'US HIGHWAY 12, STATE HIGHWAY 16, AND STATE HIGHWAY 80 NORTH (ADAMS
 DH8477'STREET) WITH STATE HIGHWAY 80 SOUTH (S MONROE STREET) IN THE CITY OF
 DH8477'NEW LISBON, GO SOUTHEAST ON US HIGHWAY 12 AND STATE HIGHWAY 16 (ADAMS
 DH8477'STREET) FOR 0.2 MI (0.32 KM) TO WEBSTER STREET ON THE RIGHT, TURN
 DH8477'RIGHT AND GO SOUTHERLY ON WEBSTER STREET FOR 0.15 MI (0.24 KM) TO THE
 DH8477'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8477'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8477'SOUTHEAST WINGWALL OF BOX CULVERT --C-29-113-99-- ABOUT 2 M (6.6 FT)
 DH8477'BELOW STREET PAVEMENT.  THE STATION 11.3 M (37.1 FT) SOUTHWEST OF THE
 DH8477'CENTERLINE OF WEBSTER STREET AND 5.8 M (19.0 FT) WEST OF A WOOD POST
 DH8477'FOR A --CURVE ARROW-- SIGN.  ---NOTE---THIS STATION IS NOT SUITABLE
 DH8477'FOR GPS DUE TO TREES TO THE NORTHWEST, SOUTH AND SOUTH-SOUTHEAST
 DH8477'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8477
 DH8477                          STATION RECOVERY (2010)
 DH8477
 DH8477'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8477'RECOVERED IN GOOD CONDITION.  NOTE---THE STATION IS SET IN THE
 DH8477'SOUTHEAST END OF THE SOUTHWEST CULVERT HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8478 ***********************************************************************
 DH8478  DESIGNATION -  3T60
 DH8478  PID         -  DH8478
 DH8478  STATE/COUNTY-  WI/JUNEAU
 DH8478  COUNTRY     -  US
 DH8478  USGS QUAD   -  NEW LISBON NORTH (2018)
 DH8478
 DH8478                         *CURRENT SURVEY CONTROL
 DH8478  ______________________________________________________________________
 DH8478* NAD 83(1986) POSITION- 43 53 21.69   (N) 090 10 25.87   (W)   HD_HELD1
 DH8478* NAVD 88 ORTHO HEIGHT -   269.767 (meters)      885.06  (feet) ADJUSTED
 DH8478  ______________________________________________________________________
 DH8478  GEOID HEIGHT    -        -34.862 (meters)                     GEOID18
 DH8478  DYNAMIC HEIGHT  -        269.707 (meters)      884.86  (feet) COMP
 DH8478  MODELED GRAVITY -    980,390.8   (mgal)                       NAVD 88
 DH8478
 DH8478  VERT ORDER      -  SECOND    CLASS I
 DH8478
 DH8478.The horizontal coordinates were determined by differentially corrected
 DH8478.hand held GPS observations or other comparable positioning techniques
 DH8478.and have an estimated accuracy of +/- 3 meters.
 DH8478
 DH8478.The orthometric height was determined by differential leveling and
 DH8478.adjusted by the WI DEPT OF TRANSP
 DH8478.in May 2012.
 DH8478
 DH8478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8478.GEOID18 height accuracy estimate available here.
 DH8478
 DH8478.Click photographs - Photos may exist for this station.
 DH8478
 DH8478.The dynamic height is computed by dividing the NAVD 88
 DH8478.geopotential number by the normal gravity value computed on the
 DH8478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8478.degrees latitude (g = 980.6199 gals.).
 DH8478
 DH8478.The modeled gravity was interpolated from observed gravity values.
 DH8478
 DH8478;                    North         East    Units  Estimated Accuracy
 DH8478;SPC WI S     -   209,908.4     586,030.5     MT  (+/- 3 meters HH1 GPS) 
 DH8478
 DH8478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2700863467(NAD 83)
 DH8478
 DH8478                          SUPERSEDED SURVEY CONTROL
 DH8478
 DH8478  NAVD 88 (04/20/07)  269.755  (m)          885.02   (f) SUPERSEDED  2 1
 DH8478
 DH8478.Superseded values are not recommended for survey control.
 DH8478
 DH8478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8478.See file dsdata.pdf to determine how the superseded data were derived.
 DH8478
 DH8478_MARKER: DD = SURVEY DISK
 DH8478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8478_SP_SET: BRIDGE WINGWALL
 DH8478_STAMPING: 3T60 2004
 DH8478_MARK LOGO: WIDT
 DH8478_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8478+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2010
 DH8478
 DH8478  HISTORY     - Date     Condition        Report By
 DH8478  HISTORY     - 2004     MONUMENTED       WIDT
 DH8478  HISTORY     - 20100615 GOOD             WIDT
 DH8478
 DH8478                          STATION DESCRIPTION
 DH8478
 DH8478'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8478'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8478'US HIGHWAY 12 AND STATE HIGHWAY 16 (STATE STREET) WITH COUNTY HIGHWAY
 DH8478'M IN THE CITY OF NEW LISBON, GO NORTH ON COUNTY HIGHWAY M FOR 0.35 MI
 DH8478'(0.56 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8478'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8478'DISK SET IN THE EASTERN WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE
 DH8478'HIGHWAY PAVEMENT.  THE STATION IS 3.8 M (12.5 FT) SOUTHEAST OF THE
 DH8478'CENTERLINE OF COUNTY HIGHWAY M.  ---NOTE---THIS STATION IS NOT
 DH8478'SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE NORTHEAST AND EAST
 DH8478'EXTENDING TO 30 AND 50 DEGREES ABOVE THE HORIZON.
 DH8478
 DH8478                          STATION RECOVERY (2010)
 DH8478
 DH8478'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8478'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 2.9 M SOUTHWEST OF
 DH8478'A WHITE PLASTIC WITNESS POST.  NOTE---THE STATION IS SET IN THE TOP OF
 DH8478'THE NORTHEAST END OF THE SOUTHEAST BRIDGE CURBING 20 CM ABOVE THE
 DH8478'PAVEMENT LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8666 ***********************************************************************
 DH8666  DESIGNATION -  3T90
 DH8666  PID         -  DH8666
 DH8666  STATE/COUNTY-  WI/JUNEAU
 DH8666  COUNTRY     -  US
 DH8666  USGS QUAD   -  WISCONSIN DELLS NORTH (2018)
 DH8666
 DH8666                         *CURRENT SURVEY CONTROL
 DH8666  ______________________________________________________________________
 DH8666* NAD 83(1986) POSITION- 43 38 58.6    (N) 089 48 46.5    (W)   HD_HELD2
 DH8666* NAVD 88 ORTHO HEIGHT -   278.084 (meters)      912.35  (feet) ADJUSTED
 DH8666  ______________________________________________________________________
 DH8666  GEOID HEIGHT    -        -35.406 (meters)                     GEOID18
 DH8666  DYNAMIC HEIGHT  -        278.014 (meters)      912.12  (feet) COMP
 DH8666  MODELED GRAVITY -    980,363.3   (mgal)                       NAVD 88
 DH8666
 DH8666  VERT ORDER      -  SECOND    CLASS I
 DH8666
 DH8666.The horizontal coordinates were established by autonomous hand held GPS
 DH8666.observations and have an estimated accuracy of +/- 10 meters.
 DH8666
 DH8666.The orthometric height was determined by differential leveling and
 DH8666.adjusted by the WI DEPT OF TRANSP
 DH8666.in May 2012.
 DH8666
 DH8666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8666.GEOID18 height accuracy estimate available here.
 DH8666
 DH8666.Click photographs - Photos may exist for this station.
 DH8666
 DH8666.The dynamic height is computed by dividing the NAVD 88
 DH8666.geopotential number by the normal gravity value computed on the
 DH8666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8666.degrees latitude (g = 980.6199 gals.).
 DH8666
 DH8666.The modeled gravity was interpolated from observed gravity values.
 DH8666
 DH8666;                    North         East    Units  Estimated Accuracy
 DH8666;SPC WI S     -   183,274.      615,092.      MT  (+/- 10 meters HH2 GPS)
 DH8666
 DH8666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7314936802(NAD 83)
 DH8666
 DH8666                          SUPERSEDED SURVEY CONTROL
 DH8666
 DH8666  NAVD 88 (04/20/07)  278.068  (m)          912.29   (f) SUPERSEDED  2 1
 DH8666
 DH8666.Superseded values are not recommended for survey control.
 DH8666
 DH8666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8666.See file dsdata.pdf to determine how the superseded data were derived.
 DH8666
 DH8666_MARKER: DD = SURVEY DISK
 DH8666_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8666_SP_SET: BRIDGE PIER
 DH8666_STAMPING: 3T90 2004
 DH8666_MARK LOGO: WIDT
 DH8666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8666+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DH8666
 DH8666  HISTORY     - Date     Condition        Report By
 DH8666  HISTORY     - 2004     MONUMENTED       WIDT
 DH8666  HISTORY     - 20100602 GOOD             WIDT
 DH8666
 DH8666                          STATION DESCRIPTION
 DH8666
 DH8666'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8666'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 DH8666'INTERSTATE HIGHWAY 94 WITH US HIGHWAY 12 AND STATE HIGHWAY 16 ABOUT 2
 DH8666'MI (3.22 KM) NORTHWEST OF THE CITY OF WISCONSIN DELLS.  THE STATION IS
 DH8666'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8666'CONTROL STATION DISK SET IN THE SECOND EASTERNMOST PIER OF THE SOUTH
 DH8666'END OF THE BRIDGE UNDER THE WEST BOUND LANES OF INTERSTATE HIGHWAY 90
 DH8666'AND INTERSTATE HIGHWAY 94 LOCATED WITHIN THE RIGHT OF WAY ABOUT 1 M
 DH8666'(3.3 FT) ABOUT THE HIGHWAY PAVEMENT.  THE STATION IS 7.2 M (23.6 FT)
 DH8666'SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 12 AND US HIGHWAY 16, 31.1 M
 DH8666'(102.0 FT) SOUTHEAST OF A METAL POST FOR A --TRUCK ENTRANCE-- SIGN,
 DH8666'22.1 M (72.5 FT) OF THE SOUTHERNMOST WOOD POST FOR A --MADISON TO THE
 DH8666'LEFT-- SIGN, AND 0.7 M (2.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DH8666'---NOTE---THE STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DH8666'BEING SET VERTICALLY.
 DH8666
 DH8666                          STATION RECOVERY (2010)
 DH8666
 DH8666'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8619 ***********************************************************************
 DH8619  DESIGNATION -  3U01
 DH8619  PID         -  DH8619
 DH8619  STATE/COUNTY-  WI/COLUMBIA
 DH8619  COUNTRY     -  US
 DH8619  USGS QUAD   -  BIG SPRING (2018)
 DH8619
 DH8619                         *CURRENT SURVEY CONTROL
 DH8619  ______________________________________________________________________
 DH8619* NAD 83(1986) POSITION- 43 38 22.92   (N) 089 43 07.85   (W)   HD_HELD1
 DH8619* NAVD 88 ORTHO HEIGHT -   307.484 (meters)     1008.80  (feet) ADJUSTED
 DH8619  ______________________________________________________________________
 DH8619  GEOID HEIGHT    -        -35.476 (meters)                     GEOID18
 DH8619  DYNAMIC HEIGHT  -        307.409 (meters)     1008.56  (feet) COMP
 DH8619  MODELED GRAVITY -    980,367.2   (mgal)                       NAVD 88
 DH8619
 DH8619  VERT ORDER      -  SECOND    CLASS I
 DH8619
 DH8619.The horizontal coordinates were determined by differentially corrected
 DH8619.hand held GPS observations or other comparable positioning techniques
 DH8619.and have an estimated accuracy of +/- 3 meters.
 DH8619
 DH8619.The orthometric height was determined by differential leveling and
 DH8619.adjusted by the WI DEPT OF TRANSP
 DH8619.in May 2012.
 DH8619
 DH8619.No vertical observational check was made to the station.
 DH8619
 DH8619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8619.GEOID18 height accuracy estimate available here.
 DH8619
 DH8619.Click photographs - Photos may exist for this station.
 DH8619
 DH8619.The dynamic height is computed by dividing the NAVD 88
 DH8619.geopotential number by the normal gravity value computed on the
 DH8619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8619.degrees latitude (g = 980.6199 gals.).
 DH8619
 DH8619.The modeled gravity was interpolated from observed gravity values.
 DH8619
 DH8619;                    North         East    Units  Estimated Accuracy
 DH8619;SPC WI S     -   182,194.4     622,684.8     MT  (+/- 3 meters HH1 GPS) 
 DH8619
 DH8619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8070035448(NAD 83)
 DH8619
 DH8619                          SUPERSEDED SURVEY CONTROL
 DH8619
 DH8619  NAVD 88 (04/20/07)  307.468  (m)         1008.75   (f) SUPERSEDED  2 1
 DH8619
 DH8619.Superseded values are not recommended for survey control.
 DH8619
 DH8619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8619.See file dsdata.pdf to determine how the superseded data were derived.
 DH8619
 DH8619_MARKER: DD = SURVEY DISK
 DH8619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8619_STAMPING: 3U01 2004
 DH8619_MARK LOGO: WIDT
 DH8619_PROJECTION: FLUSH
 DH8619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8619+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2009
 DH8619
 DH8619  HISTORY     - Date     Condition        Report By
 DH8619  HISTORY     - 2004     MONUMENTED       WIDT
 DH8619  HISTORY     - 20080506 GOOD             WIDT
 DH8619  HISTORY     - 20090127 GOOD             WIDT
 DH8619
 DH8619                          STATION DESCRIPTION
 DH8619
 DH8619'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8619'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8619'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 EAST WITH COUNTY HIGHWAY
 DH8619'O ABOUT 2 MI (3.22 KM) WEST OF THE CITY OF WISCONSIN DELLS, GO NORTH
 DH8619'ON STATE HIGHWAY 23 FOR 0.4 MI (0.64 KM) TO THE STATION ON THE LEFT.
 DH8619'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8619'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8619'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DH8619'THE STATION IS 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DH8619'23, 26.1 M (85.6 FT) SOUTH OF TELEPHONE PEDESTAL --7367--, 1.7 M (5.6
 DH8619'FT) EAST OF A FENCE, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 DH8619'POST, 1.0 M (3.3 FT) NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST,
 DH8619'AND 0.8 M (2.6 FT) SOUTH-SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DH8619'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8619'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8619
 DH8619                          STATION RECOVERY (2008)
 DH8619
 DH8619'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8619'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 66.0 M NORTH OF A
 DH8619'LARGE --STAND ROCK CAMPGROUND-- SIGN.  ---NOTE---THE STATION IS
 DH8619'LOCATED IN COLUMBIA COUNTY, NOT SAUK COUNTY.
 DH8619
 DH8619                          STATION RECOVERY (2009)
 DH8619
 DH8619'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (GRS)
 DH8619'THE 'TO REACH' SHOULD READ ...FROM THE JUNCTION OF STATE HIGHWAY 23
 DH8619'WITH COUNTY HIGHWAY O ABOUT 2 MI (3.22 KM) EAST  --NOT WEST-- OF THE
 DH8619'CITY OF WISCONSIN DELLS....
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8620 ***********************************************************************
 DH8620  DESIGNATION -  3U02
 DH8620  PID         -  DH8620
 DH8620  STATE/COUNTY-  WI/ADAMS
 DH8620  COUNTRY     -  US
 DH8620  USGS QUAD   -  BIG SPRING (2018)
 DH8620
 DH8620                         *CURRENT SURVEY CONTROL
 DH8620  ______________________________________________________________________
 DH8620* NAD 83(1986) POSITION- 43 39 30.8    (N) 089 39 16.1    (W)   HD_HELD2
 DH8620* NAVD 88 ORTHO HEIGHT -   274.800 (meters)      901.57  (feet) ADJUSTED
 DH8620  ______________________________________________________________________
 DH8620  GEOID HEIGHT    -        -35.568 (meters)                     GEOID18
 DH8620  DYNAMIC HEIGHT  -        274.734 (meters)      901.36  (feet) COMP
 DH8620  MODELED GRAVITY -    980,374.3   (mgal)                       NAVD 88
 DH8620
 DH8620  VERT ORDER      -  SECOND    CLASS I
 DH8620
 DH8620.The horizontal coordinates were established by autonomous hand held GPS
 DH8620.observations and have an estimated accuracy of +/- 10 meters.
 DH8620
 DH8620.The orthometric height was determined by differential leveling and
 DH8620.adjusted by the WI DEPT OF TRANSP
 DH8620.in May 2012.
 DH8620
 DH8620.No vertical observational check was made to the station.
 DH8620
 DH8620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8620.GEOID18 height accuracy estimate available here.
 DH8620
 DH8620.Click photographs - Photos may exist for this station.
 DH8620
 DH8620.The dynamic height is computed by dividing the NAVD 88
 DH8620.geopotential number by the normal gravity value computed on the
 DH8620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8620.degrees latitude (g = 980.6199 gals.).
 DH8620
 DH8620.The modeled gravity was interpolated from observed gravity values.
 DH8620
 DH8620;                    North         East    Units  Estimated Accuracy
 DH8620;SPC WI S     -   184,309.      627,870.      MT  (+/- 10 meters HH2 GPS)
 DH8620
 DH8620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8595937374(NAD 83)
 DH8620
 DH8620                          SUPERSEDED SURVEY CONTROL
 DH8620
 DH8620  NAVD 88 (04/20/07)  274.783  (m)          901.52   (f) SUPERSEDED  2 1
 DH8620
 DH8620.Superseded values are not recommended for survey control.
 DH8620
 DH8620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8620.See file dsdata.pdf to determine how the superseded data were derived.
 DH8620
 DH8620_MARKER: DD = SURVEY DISK
 DH8620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8620_STAMPING: 3U02 2004
 DH8620_MARK LOGO: WIDT
 DH8620_PROJECTION: FLUSH
 DH8620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8620+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DH8620
 DH8620  HISTORY     - Date     Condition        Report By
 DH8620  HISTORY     - 2004     MONUMENTED       WIDT
 DH8620  HISTORY     - 20100526 GOOD             WIDT
 DH8620
 DH8620                          STATION DESCRIPTION
 DH8620
 DH8620'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8620'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8620'STATE HIGHWAY 23 WITH COUNTY HIGHWAY G ABOUT 6 MI (9.66 KM) NORTHEAST
 DH8620'OF THE CITY OF WISCONSIN DELLS, GO NORTH ON COUNTY HIGHWAY G FOR 0.6
 DH8620'MI (0.97 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8620'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8620'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8620'THE HIGHWAY PAVEMENT.  THE STATION IS 9.5 M (31.2 FT) WEST OF THE
 DH8620'CENTERLINE OF COUNTY HIGHWAY G, 39.5 M (129.6 FT) SOUTHWEST OF A
 DH8620'POWERPOLE --14-7-27 13/8--, 1.0 M (3.3 FT) NORTH-NORTHWEST OF A WHITE
 DH8620'PLASTIC WITNESS POST, 0.9 M (3.0 FT) SOUTHWEST OF A WHITE PLASTIC
 DH8620'WITNESS POST, AND 0.7 M (2.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DH8620'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8620'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8620
 DH8620                          STATION RECOVERY (2010)
 DH8620
 DH8620'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8620'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 7.3 M NORTH OF A
 DH8620'--NO PASSING ZONE-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8621 ***********************************************************************
 DH8621  DESIGNATION -  3U03
 DH8621  PID         -  DH8621
 DH8621  STATE/COUNTY-  WI/ADAMS
 DH8621  COUNTRY     -  US
 DH8621  USGS QUAD   -  BIG SPRING (2018)
 DH8621
 DH8621                         *CURRENT SURVEY CONTROL
 DH8621  ______________________________________________________________________
 DH8621* NAD 83(1986) POSITION- 43 40 23.0    (N) 089 39 34.1    (W)   HD_HELD2
 DH8621* NAVD 88 ORTHO HEIGHT -   255.352 (meters)      837.77  (feet) ADJUSTED
 DH8621  ______________________________________________________________________
 DH8621  GEOID HEIGHT    -        -35.577 (meters)                     GEOID18
 DH8621  DYNAMIC HEIGHT  -        255.291 (meters)      837.57  (feet) COMP
 DH8621  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 DH8621
 DH8621  VERT ORDER      -  SECOND    CLASS I
 DH8621
 DH8621.The horizontal coordinates were established by autonomous hand held GPS
 DH8621.observations and have an estimated accuracy of +/- 10 meters.
 DH8621
 DH8621.The orthometric height was determined by differential leveling and
 DH8621.adjusted by the WI DEPT OF TRANSP
 DH8621.in May 2012.
 DH8621
 DH8621.No vertical observational check was made to the station.
 DH8621
 DH8621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8621.GEOID18 height accuracy estimate available here.
 DH8621
 DH8621.Click photographs - Photos may exist for this station.
 DH8621
 DH8621.The dynamic height is computed by dividing the NAVD 88
 DH8621.geopotential number by the normal gravity value computed on the
 DH8621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8621.degrees latitude (g = 980.6199 gals.).
 DH8621
 DH8621.The modeled gravity was interpolated from observed gravity values.
 DH8621
 DH8621;                    North         East    Units  Estimated Accuracy
 DH8621;SPC WI S     -   185,918.      627,460.      MT  (+/- 10 meters HH2 GPS)
 DH8621
 DH8621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8560838998(NAD 83)
 DH8621
 DH8621                          SUPERSEDED SURVEY CONTROL
 DH8621
 DH8621  NAVD 88 (04/20/07)  255.335  (m)          837.71   (f) SUPERSEDED  2 1
 DH8621
 DH8621.Superseded values are not recommended for survey control.
 DH8621
 DH8621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8621.See file dsdata.pdf to determine how the superseded data were derived.
 DH8621
 DH8621_MARKER: DD = SURVEY DISK
 DH8621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8621_STAMPING: 3U03 2004
 DH8621_MARK LOGO: WIDT
 DH8621_PROJECTION: FLUSH
 DH8621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8621+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DH8621
 DH8621  HISTORY     - Date     Condition        Report By
 DH8621  HISTORY     - 2004     MONUMENTED       WIDT
 DH8621  HISTORY     - 20100526 GOOD             WIDT
 DH8621
 DH8621                          STATION DESCRIPTION
 DH8621
 DH8621'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8621'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8621'STATE HIGHWAY 23 WITH COUNTY HIGHWAY J ABOUT 6 MI (9.66 KM) NORTHEAST
 DH8621'OF THE CITY OF WISCONSIN DELLS, GO NORTHERLY ON COUNTY HIGHWAY G FOR
 DH8621'1.7 MI (2.74 KM) OT WHERE GOLDEN AVENUE GOES EAST AND COUNTY HIGHWAY G
 DH8621'GOES NORTH, CONTINUE NORTH ON COUNTY HIGHWAY G FOR 0.1 MI (0.16 KM) TO
 DH8621'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH8621'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DH8621'OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 DH8621'PAVEMENT.  THE STATION IS 8.2 M (26.9 FT) WEST OF THE CENTERLINE OF
 DH8621'COUNTY HIGHWAY G, 128.5 M (421.6 FT) NORTH OF THE CENTERLINE OF GOLDEN
 DH8621'AVENUE, 36 M (118.1 FT) NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, 1
 DH8621'M (3.3 FT) EAST OF A BARBED WIRE FENCE, 1.0 M (3.3 FT) EAST OF A WHITE
 DH8621'PLASTIC WITNESS POST, 0.9 M (3.0 FT) NORTHWEST OF A WHITE PLASTIC
 DH8621'WITNESS POST, AND 0.9 M (3.0 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DH8621'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8621'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE
 DH8621'NORTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8621
 DH8621                          STATION RECOVERY (2010)
 DH8621
 DH8621'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8621'RECOVERED IN GOOD CONDITION.  A CORRECTION TO THE 2003 TO REACH
 DH8621'FOLLOWS.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23
 DH8621'WITH COUNTY HIGHWAY G (NOT COUNTY HIGHWAY J) ABOUT 6 MI (9.66 KM)
 DH8621'NORTHEAST OF THE CITY OF WISCONSIN DELLS, GO NORTHERLY ON COUNTY
 DH8621'HIGHWAY G.
 DH8621'ADD---THE STATION IS 12.5 M SOUTH OF A --LEFT CURVE AHEAD 15 MPH--
 DH8621'WOOD SIGN POST.  NOTE---THE FIELD ENTRANCE IN THE 2004 DESCRIPTION HAS
 DH8621'FIRE NUMBER --3993--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8622 ***********************************************************************
 DH8622  DESIGNATION -  3U04
 DH8622  PID         -  DH8622
 DH8622  STATE/COUNTY-  WI/ADAMS
 DH8622  COUNTRY     -  US
 DH8622  USGS QUAD   -  BIG SPRING (2018)
 DH8622
 DH8622                         *CURRENT SURVEY CONTROL
 DH8622  ______________________________________________________________________
 DH8622* NAD 83(1986) POSITION- 43 43 51.7    (N) 089 39 24.2    (W)   HD_HELD2
 DH8622* NAVD 88 ORTHO HEIGHT -   276.703 (meters)      907.82  (feet) ADJUSTED
 DH8622  ______________________________________________________________________
 DH8622  GEOID HEIGHT    -        -35.626 (meters)                     GEOID18
 DH8622  DYNAMIC HEIGHT  -        276.639 (meters)      907.61  (feet) COMP
 DH8622  MODELED GRAVITY -    980,381.4   (mgal)                       NAVD 88
 DH8622
 DH8622  VERT ORDER      -  SECOND    CLASS I
 DH8622
 DH8622.The horizontal coordinates were established by autonomous hand held GPS
 DH8622.observations and have an estimated accuracy of +/- 10 meters.
 DH8622
 DH8622.The orthometric height was determined by differential leveling and
 DH8622.adjusted by the WI DEPT OF TRANSP
 DH8622.in May 2012.
 DH8622
 DH8622.No vertical observational check was made to the station.
 DH8622
 DH8622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8622.GEOID18 height accuracy estimate available here.
 DH8622
 DH8622.Click photographs - Photos may exist for this station.
 DH8622
 DH8622.The dynamic height is computed by dividing the NAVD 88
 DH8622.geopotential number by the normal gravity value computed on the
 DH8622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8622.degrees latitude (g = 980.6199 gals.).
 DH8622
 DH8622.The modeled gravity was interpolated from observed gravity values.
 DH8622
 DH8622;                    North         East    Units  Estimated Accuracy
 DH8622;SPC WI S     -   192,360.      627,656.      MT  (+/- 10 meters HH2 GPS)
 DH8622
 DH8622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8603645429(NAD 83)
 DH8622
 DH8622                          SUPERSEDED SURVEY CONTROL
 DH8622
 DH8622  NAVD 88 (04/20/07)  276.685  (m)          907.76   (f) SUPERSEDED  2 1
 DH8622
 DH8622.Superseded values are not recommended for survey control.
 DH8622
 DH8622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8622.See file dsdata.pdf to determine how the superseded data were derived.
 DH8622
 DH8622_MARKER: DD = SURVEY DISK
 DH8622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8622_STAMPING: 3U04 2004
 DH8622_MARK LOGO: WIDT
 DH8622_PROJECTION: FLUSH
 DH8622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8622+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DH8622
 DH8622  HISTORY     - Date     Condition        Report By
 DH8622  HISTORY     - 2004     MONUMENTED       WIDT
 DH8622  HISTORY     - 20100526 GOOD             WIDT
 DH8622
 DH8622                          STATION DESCRIPTION
 DH8622
 DH8622'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8622'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8622'COUNTY HIGHWAY I WITH COUNTY HIGHWAY G ABOUT 5 MI (8.05 KM)
 DH8622'WEST-SOUTHWEST OF THE VILLAGE OF OXFORD, GO SOUTH ON COUNTY HIGHWAY G
 DH8622'FOR 2.0 MI (3.22 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8622'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8622'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH8622'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.4 M (30.8 FT) EAST
 DH8622'OF THE CENTERLINE OF COUNTY HIGHWAY G, 25.5 M (83.7 FT) NORTHEAST OF A
 DH8622'POWERPOLE, 1 M (3.3 FT) WEST OF A BARBED WIRE FENCE, 1.0 M (3.3 FT)
 DH8622'SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST, 0.9 M (3.0 FT)
 DH8622'NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST, AND 0.8 M (2.6 FT)
 DH8622'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH8622'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8622'HORIZON.
 DH8622
 DH8622                          STATION RECOVERY (2010)
 DH8622
 DH8622'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8622'RECOVERED IN GOOD CONDITION.   TO REACH THE STATION FROM THE JUNCTION
 DH8622'OF STATE HIGHWAY 82 WITH COUNTY HIGHWAY G APPROXIMATELY 4.4 MILES WEST
 DH8622'OF THE VILLAGE OF OXFORD, GO SOUTH ON COUNTY HIGHWAY G FOR 2.3 MILES
 DH8622'TO FUR DRIVE LEFT, CONTINUE SOUTH ON COUNTY HIGHWAY G FOR 0.65 MILE TO
 DH8622'THE STATION ON THE LEFT.
 DH8622'ADD---THE STATION IS 0.12 MILE NORTH OF FUR LANE, 24.7 M NORTHEAST OF
 DH8622'A --RIGHT CURVE AHEAD 35 MPH-- WOOD SIGN POST, AND 21.8 M NORTH OF THE
 DH8622'CENTERLINE OF A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8623 ***********************************************************************
 DH8623  DESIGNATION -  3U05
 DH8623  PID         -  DH8623
 DH8623  STATE/COUNTY-  WI/ADAMS
 DH8623  COUNTRY     -  US
 DH8623  USGS QUAD   -  BROOKS (2018)
 DH8623
 DH8623                         *CURRENT SURVEY CONTROL
 DH8623  ______________________________________________________________________
 DH8623* NAD 83(1986) POSITION- 43 45 35.8    (N) 089 39 31.7    (W)   HD_HELD2
 DH8623* NAVD 88 ORTHO HEIGHT -   295.034 (meters)      967.96  (feet) ADJUSTED
 DH8623  ______________________________________________________________________
 DH8623  GEOID HEIGHT    -        -35.646 (meters)                     GEOID18
 DH8623  DYNAMIC HEIGHT  -        294.966 (meters)      967.73  (feet) COMP
 DH8623  MODELED GRAVITY -    980,382.6   (mgal)                       NAVD 88
 DH8623
 DH8623  VERT ORDER      -  SECOND    CLASS I
 DH8623
 DH8623.The horizontal coordinates were established by autonomous hand held GPS
 DH8623.observations and have an estimated accuracy of +/- 10 meters.
 DH8623
 DH8623.The orthometric height was determined by differential leveling and
 DH8623.adjusted by the WI DEPT OF TRANSP
 DH8623.in May 2012.
 DH8623
 DH8623.No vertical observational check was made to the station.
 DH8623
 DH8623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8623.GEOID18 height accuracy estimate available here.
 DH8623
 DH8623.Click photographs - Photos may exist for this station.
 DH8623
 DH8623.The dynamic height is computed by dividing the NAVD 88
 DH8623.geopotential number by the normal gravity value computed on the
 DH8623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8623.degrees latitude (g = 980.6199 gals.).
 DH8623
 DH8623.The modeled gravity was interpolated from observed gravity values.
 DH8623
 DH8623;                    North         East    Units  Estimated Accuracy
 DH8623;SPC WI S     -   195,572.      627,475.      MT  (+/- 10 meters HH2 GPS)
 DH8623
 DH8623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8597148646(NAD 83)
 DH8623
 DH8623                          SUPERSEDED SURVEY CONTROL
 DH8623
 DH8623  NAVD 88 (04/20/07)  295.016  (m)          967.90   (f) SUPERSEDED  2 1
 DH8623
 DH8623.Superseded values are not recommended for survey control.
 DH8623
 DH8623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8623.See file dsdata.pdf to determine how the superseded data were derived.
 DH8623
 DH8623_MARKER: DD = SURVEY DISK
 DH8623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8623_STAMPING: 3U05 2004
 DH8623_MARK LOGO: WIDT
 DH8623_PROJECTION: FLUSH
 DH8623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8623+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DH8623
 DH8623  HISTORY     - Date     Condition        Report By
 DH8623  HISTORY     - 2004     MONUMENTED       WIDT
 DH8623  HISTORY     - 20100526 GOOD             WIDT
 DH8623
 DH8623                          STATION DESCRIPTION
 DH8623
 DH8623'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8623'OWNERSHIP--ADAMS COUNTY.  THE STATION IS LOCATED AT THE INTERSECTION
 DH8623'OF COUNTY HIGHWAY I AND COUNTY HIGHWAY G ABOUT 5 MI (8.05 KM)
 DH8623'WEST-SOUTHWEST OF THE VILLAGE OF OXFORD.   THE STATION IS A BRONZE
 DH8623'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8623'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8623'THE HIGHWAY PAVEMENT.  THE STATION IS 13.1 M (43.0 FT) EAST OF THE
 DH8623'CENTERLINE OF COUNTY HIGHWAY G, 12.5 M (41.0 FT) NORTH OF THE
 DH8623'CENTERLINE OF COUNTY HIGHWAY I, 1.0 M (3.3 FT) WEST OF A WOOD FENCE,
 DH8623'AND 0.6 M (2.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DH8623'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DH8623'BEING BLOCKED BY TREES EXTENDING HIGHER THAN 25 DEGREES ABOVE THE
 DH8623'HORIZON IN ALL QUADRANTS EXCEPT FOR THE SOUTHWEST QUADRANT.
 DH8623
 DH8623                          STATION RECOVERY (2010)
 DH8623
 DH8623'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8623'RECOVERED IN GOOD CONDITION.   TO REACH THE STATION FROM THE JUNCTION
 DH8623'OF STATE HIGHWAY 82 WITH COUNTY HIGHWAY G APPROXIMATELY 4.4 MILES WEST
 DH8623'OF THE VILLAGE OF OXFORD, GO SOUTH ON COUNTY HIGHWAY G FOR 1.0 MILE TO
 DH8623'COUNTY HIGHWAY I AND THE STATION IN THE NORTHEAST QUADRANT ON THE
 DH8623'LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8624 ***********************************************************************
 DH8624  DESIGNATION -  3U06
 DH8624  PID         -  DH8624
 DH8624  STATE/COUNTY-  WI/ADAMS
 DH8624  COUNTRY     -  US
 DH8624  USGS QUAD   -  BROOKS (2018)
 DH8624
 DH8624                         *CURRENT SURVEY CONTROL
 DH8624  ______________________________________________________________________
 DH8624* NAD 83(1986) POSITION- 43 48 11.62   (N) 089 38 47.62   (W)   HD_HELD1
 DH8624* NAVD 88 ORTHO HEIGHT -   304.445 (meters)      998.83  (feet) ADJUSTED
 DH8624  ______________________________________________________________________
 DH8624  GEOID HEIGHT    -        -35.707 (meters)                     GEOID18
 DH8624  DYNAMIC HEIGHT  -        304.373 (meters)      998.60  (feet) COMP
 DH8624  MODELED GRAVITY -    980,378.0   (mgal)                       NAVD 88
 DH8624
 DH8624  VERT ORDER      -  SECOND    CLASS I
 DH8624
 DH8624.The horizontal coordinates were determined by differentially corrected
 DH8624.hand held GPS observations or other comparable positioning techniques
 DH8624.and have an estimated accuracy of +/- 3 meters.
 DH8624
 DH8624.The orthometric height was determined by differential leveling and
 DH8624.adjusted by the WI DEPT OF TRANSP
 DH8624.in May 2012.
 DH8624
 DH8624.No vertical observational check was made to the station.
 DH8624
 DH8624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8624.GEOID18 height accuracy estimate available here.
 DH8624
 DH8624.Click photographs - Photos may exist for this station.
 DH8624
 DH8624.The dynamic height is computed by dividing the NAVD 88
 DH8624.geopotential number by the normal gravity value computed on the
 DH8624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8624.degrees latitude (g = 980.6199 gals.).
 DH8624
 DH8624.The modeled gravity was interpolated from observed gravity values.
 DH8624
 DH8624;                    North         East    Units  Estimated Accuracy
 DH8624;SPC WI S     -   200,384.6     628,440.2     MT  (+/- 3 meters HH1 GPS) 
 DH8624
 DH8624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8711153422(NAD 83)
 DH8624
 DH8624                          SUPERSEDED SURVEY CONTROL
 DH8624
 DH8624  NAVD 88 (04/20/07)  304.426  (m)          998.77   (f) SUPERSEDED  2 1
 DH8624
 DH8624.Superseded values are not recommended for survey control.
 DH8624
 DH8624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8624.See file dsdata.pdf to determine how the superseded data were derived.
 DH8624
 DH8624_MARKER: DD = SURVEY DISK
 DH8624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8624_STAMPING: 3U06 2004
 DH8624_MARK LOGO: WIDT
 DH8624_PROJECTION: FLUSH
 DH8624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8624+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DH8624
 DH8624  HISTORY     - Date     Condition        Report By
 DH8624  HISTORY     - 2004     MONUMENTED       WIDT
 DH8624  HISTORY     - 20100526 GOOD             WIDT
 DH8624
 DH8624                          STATION DESCRIPTION
 DH8624
 DH8624'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8624'OWNERSHIP--TOWN OF JACKSON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8624'COUNTY HIGHWAY A AND COUNTY HIGHWAY G NORTH WITH COUNTY HIGHWAY G
 DH8624'SOUTH IN THE COMMUNITY OF BROOKS, GO SOUTH ON COUNTY HIGHWAY G SOUTH
 DH8624'FOR 1.55 MI (2.49 KM) TO FERN AVENUE ON THE RIGHT, TURN RIGHT AND GO
 DH8624'WEST ON FERN AVENUE FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 DH8624'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8624'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8624'DIAMETER CONCRETE POST ABOUT LEVEL WITH ROAD PAVEMENT.  THE STATION IS
 DH8624'5.5 M (18.0 FT) NORTH OF THE CENTERLINE OF FERN AVENUE, 93 M (305.1
 DH8624'FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY G, 2.5 M (8.2 FT) SOUTH
 DH8624'OF A BARBED WIRE FENCE, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 DH8624'POST AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DH8624'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8624'THAN 20 DEGREES ABOVE THE HORIZON.
 DH8624
 DH8624                          STATION RECOVERY (2010)
 DH8624
 DH8624'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8624'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 DH8624'OF STATE HIGHWAY 82 WITH COUNTY HIGHWAY G NORTH APPROXIMATELY 3 MILES
 DH8624'WEST OF THE COMMUNITY OF OXFORD, GO NORTH ON COUNTY HIGHWAY G FOR 1.8
 DH8624'MILES TO FERN AVENUE LEFT, TURN LEFT AND GO WEST ON FERN AVENUE FOR
 DH8624'0.05 MILE TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8625 ***********************************************************************
 DH8625  DESIGNATION -  3U07
 DH8625  PID         -  DH8625
 DH8625  STATE/COUNTY-  WI/ADAMS
 DH8625  COUNTRY     -  US
 DH8625  USGS QUAD   -  BROOKS (2018)
 DH8625
 DH8625                         *CURRENT SURVEY CONTROL
 DH8625  ______________________________________________________________________
 DH8625* NAD 83(1986) POSITION- 43 50 57.1    (N) 089 38 27.1    (W)   HD_HELD2
 DH8625* NAVD 88 ORTHO HEIGHT -   295.025 (meters)      967.93  (feet) ADJUSTED
 DH8625  ______________________________________________________________________
 DH8625  GEOID HEIGHT    -        -35.752 (meters)                     GEOID18
 DH8625  DYNAMIC HEIGHT  -        294.956 (meters)      967.70  (feet) COMP
 DH8625  MODELED GRAVITY -    980,378.1   (mgal)                       NAVD 88
 DH8625
 DH8625  VERT ORDER      -  SECOND    CLASS I
 DH8625
 DH8625.The horizontal coordinates were established by autonomous hand held GPS
 DH8625.observations and have an estimated accuracy of +/- 10 meters.
 DH8625
 DH8625.The orthometric height was determined by differential leveling and
 DH8625.adjusted by the WI DEPT OF TRANSP
 DH8625.in May 2012.
 DH8625
 DH8625.No vertical observational check was made to the station.
 DH8625
 DH8625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8625.GEOID18 height accuracy estimate available here.
 DH8625
 DH8625.Click photographs - Photos may exist for this station.
 DH8625
 DH8625.The dynamic height is computed by dividing the NAVD 88
 DH8625.geopotential number by the normal gravity value computed on the
 DH8625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8625.degrees latitude (g = 980.6199 gals.).
 DH8625
 DH8625.The modeled gravity was interpolated from observed gravity values.
 DH8625
 DH8625;                    North         East    Units  Estimated Accuracy
 DH8625;SPC WI S     -   205,494.      628,877.      MT  (+/- 10 meters HH2 GPS)
 DH8625
 DH8625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8773258513(NAD 83)
 DH8625
 DH8625                          SUPERSEDED SURVEY CONTROL
 DH8625
 DH8625  NAVD 88 (04/20/07)  295.006  (m)          967.87   (f) SUPERSEDED  2 1
 DH8625
 DH8625.Superseded values are not recommended for survey control.
 DH8625
 DH8625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8625.See file dsdata.pdf to determine how the superseded data were derived.
 DH8625
 DH8625_MARKER: DD = SURVEY DISK
 DH8625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8625_STAMPING: 3U07 2004
 DH8625_MARK LOGO: WIDT
 DH8625_PROJECTION: FLUSH
 DH8625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8625+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DH8625
 DH8625  HISTORY     - Date     Condition        Report By
 DH8625  HISTORY     - 2004     MONUMENTED       WIDT
 DH8625  HISTORY     - 20100526 GOOD             WIDT
 DH8625
 DH8625                          STATION DESCRIPTION
 DH8625
 DH8625'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8625'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8625'COUNTY HIGHWAY EAST WITH COUNTY HIGHWAY G ABOUT 7 MI (11.27 KM)
 DH8625'NORTH-NORTHWEST OF THE VILLAGE OF OXFORD, GO SOUTH ON COUNTY HIGHWAY G
 DH8625'FOR 1.0 MI (1.61 KM) TO ELK AVENUE, CONTINUE SOUTH ON COUNTY HIGHWAY G
 DH8625'FOR 0.9 MI (1.45 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8625'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8625'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH8625'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) WEST
 DH8625'OF THE CENTERLINE OF COUNTY HIGHWAY G, 76 M (249.3 FT) SOUTH OF THE
 DH8625'PRIVATE ENTRANCE --2781--, 18.3 M (60.0 FT) WEST OF THE TELEPHONE
 DH8625'PEDESTAL, AND 1.0 M (3.3 FT) EAST, SOUTHWEST, NORTHWEST OF THREE WHITE
 DH8625'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8625'OBSTRUCTIONS EXTENDING HIGHER THAN 30 DEGREES ABOVE THE HORIZON.
 DH8625
 DH8625                          STATION RECOVERY (2010)
 DH8625
 DH8625'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8625'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.14 MILE NORTH OF
 DH8625'EMBER AVENUE AND 7.3 M SOUTH-SOUTHWEST OF THE TOP CENTER OF THE WEST
 DH8625'END OF A 40-CM DIAMETER CULVERT.  NOTE---THE MONUMENT IS RECESSED 10
 DH8625'CM BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8626 ***********************************************************************
 DH8626  DESIGNATION -  3U08
 DH8626  PID         -  DH8626
 DH8626  STATE/COUNTY-  WI/ADAMS
 DH8626  COUNTRY     -  US
 DH8626  USGS QUAD   -  BROOKS (2018)
 DH8626
 DH8626                         *CURRENT SURVEY CONTROL
 DH8626  ______________________________________________________________________
 DH8626* NAD 83(1986) POSITION- 43 52 26.8    (N) 089 38 14.3    (W)   HD_HELD2
 DH8626* NAVD 88 ORTHO HEIGHT -   310.981 (meters)     1020.28  (feet) ADJUSTED
 DH8626  ______________________________________________________________________
 DH8626  GEOID HEIGHT    -        -35.767 (meters)                     GEOID18
 DH8626  DYNAMIC HEIGHT  -        310.910 (meters)     1020.04  (feet) COMP
 DH8626  MODELED GRAVITY -    980,380.0   (mgal)                       NAVD 88
 DH8626
 DH8626  VERT ORDER      -  SECOND    CLASS I
 DH8626
 DH8626.The horizontal coordinates were established by autonomous hand held GPS
 DH8626.observations and have an estimated accuracy of +/- 10 meters.
 DH8626
 DH8626.The orthometric height was determined by differential leveling and
 DH8626.adjusted by the WI DEPT OF TRANSP
 DH8626.in May 2012.
 DH8626
 DH8626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8626.GEOID18 height accuracy estimate available here.
 DH8626
 DH8626.Click photographs - Photos may exist for this station.
 DH8626
 DH8626.The dynamic height is computed by dividing the NAVD 88
 DH8626.geopotential number by the normal gravity value computed on the
 DH8626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8626.degrees latitude (g = 980.6199 gals.).
 DH8626
 DH8626.The modeled gravity was interpolated from observed gravity values.
 DH8626
 DH8626;                    North         East    Units  Estimated Accuracy
 DH8626;SPC WI S     -   208,263.      629,151.      MT  (+/- 10 meters HH2 GPS)
 DH8626
 DH8626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8810661271(NAD 83)
 DH8626
 DH8626                          SUPERSEDED SURVEY CONTROL
 DH8626
 DH8626  NAVD 88 (04/20/07)  310.963  (m)         1020.22   (f) SUPERSEDED  2 1
 DH8626
 DH8626.Superseded values are not recommended for survey control.
 DH8626
 DH8626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8626.See file dsdata.pdf to determine how the superseded data were derived.
 DH8626
 DH8626_MARKER: DD = SURVEY DISK
 DH8626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8626_STAMPING: 3U08 2004
 DH8626_MARK LOGO: WIDT
 DH8626_PROJECTION: FLUSH
 DH8626_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8626+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 DH8626
 DH8626  HISTORY     - Date     Condition        Report By
 DH8626  HISTORY     - 2004     MONUMENTED       WIDT
 DH8626  HISTORY     - 20100527 GOOD             WIDT
 DH8626
 DH8626                          STATION DESCRIPTION
 DH8626
 DH8626'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8626'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8626'COUNTY HIGHWAY EAST WITH COUNTY HIGHWAY G ABOUT 7 MI (11.27 KM)
 DH8626'NORTH-NORTHWEST OF THE VILLAGE OF OXFORD, GO SOUTH ON COUNTY HIGHWAY G
 DH8626'FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8626'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8626'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 2
 DH8626'M (6.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 9.1 M (29.9 FT)
 DH8626'EAST OF THE CENTERLINE OF COUNTY HIGHWAY G, 88 M (288.7 FT) NORTH OF A
 DH8626'WOOD POST FOR A --STOP AHEAD-- SIGN, 17.4 M (57.1 FT) EAST OF A
 DH8626'POWERPOLE, AND 1.0 M (3.3 FT) WEST, SOUTHEAST AND NORTHEAST OF THREE
 DH8626'WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION IS NOT SUITABLE
 DH8626'FOR GPS OBSERVATIONS DUE TO BEING HEAVILY OBSTRUCTED BY TREES.
 DH8626
 DH8626                          STATION RECOVERY (2010)
 DH8626
 DH8626'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8626'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8628 ***********************************************************************
 DH8628  DESIGNATION -  3U09
 DH8628  PID         -  DH8628
 DH8628  STATE/COUNTY-  WI/ADAMS
 DH8628  COUNTRY     -  US
 DH8628  USGS QUAD   -  GRAND MARSH (2018)
 DH8628
 DH8628                         *CURRENT SURVEY CONTROL
 DH8628  ______________________________________________________________________
 DH8628* NAD 83(1986) POSITION- 43 53 11.9    (N) 089 40 38.5    (W)   HD_HELD2
 DH8628* NAVD 88 ORTHO HEIGHT -   311.732 (meters)     1022.74  (feet) ADJUSTED
 DH8628  ______________________________________________________________________
 DH8628  GEOID HEIGHT    -        -35.721 (meters)                     GEOID18
 DH8628  DYNAMIC HEIGHT  -        311.659 (meters)     1022.50  (feet) COMP
 DH8628  MODELED GRAVITY -    980,377.3   (mgal)                       NAVD 88
 DH8628
 DH8628  VERT ORDER      -  SECOND    CLASS I
 DH8628
 DH8628.The horizontal coordinates were established by autonomous hand held GPS
 DH8628.observations and have an estimated accuracy of +/- 10 meters.
 DH8628
 DH8628.The orthometric height was determined by differential leveling and
 DH8628.adjusted by the WI DEPT OF TRANSP
 DH8628.in May 2012.
 DH8628
 DH8628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8628.GEOID18 height accuracy estimate available here.
 DH8628
 DH8628.Click photographs - Photos may exist for this station.
 DH8628
 DH8628.The dynamic height is computed by dividing the NAVD 88
 DH8628.geopotential number by the normal gravity value computed on the
 DH8628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8628.degrees latitude (g = 980.6199 gals.).
 DH8628
 DH8628.The modeled gravity was interpolated from observed gravity values.
 DH8628
 DH8628;                    North         East    Units  Estimated Accuracy
 DH8628;SPC WI S     -   209,642.      625,926.      MT  (+/- 10 meters HH2 GPS)
 DH8628
 DH8628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8493362766(NAD 83)
 DH8628
 DH8628                          SUPERSEDED SURVEY CONTROL
 DH8628
 DH8628  NAVD 88 (04/20/07)  311.714  (m)         1022.68   (f) SUPERSEDED  2 1
 DH8628
 DH8628.Superseded values are not recommended for survey control.
 DH8628
 DH8628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8628.See file dsdata.pdf to determine how the superseded data were derived.
 DH8628
 DH8628_MARKER: DD = SURVEY DISK
 DH8628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8628_STAMPING: 3U09 2004
 DH8628_MARK LOGO: WIDT
 DH8628_PROJECTION: FLUSH
 DH8628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8628+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DH8628
 DH8628  HISTORY     - Date     Condition        Report By
 DH8628  HISTORY     - 2004     MONUMENTED       WIDT
 DH8628  HISTORY     - 20100601 GOOD             WIDT
 DH8628
 DH8628                          STATION DESCRIPTION
 DH8628
 DH8628'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8628'OWNERSHIP--TOWN OF NEW CHESTER.  TO REACH THE STATION FROM THE
 DH8628'JUNCTION OF COUNTY HIGHWAY EAST WITH COUNTY HIGHWAY G ABOUT 10 MI
 DH8628'(16.09 KM) SOUTHEAST OF THE CITY OF ADAMS, GO WESTERLY ON COUNTY
 DH8628'HIGHWAY EAST FOR 2.6 MI (4.18 KM) TO 5TH AVENUE ON THE RIGHT, TURN
 DH8628'RIGHT AND GO NORTH ON 5TH AVENUE FOR 0.05 MI (0.08 KM) TO THE STATION
 DH8628'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8628'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8628'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH8628'THE STATION IS 6.8 M (22.3 FT) EAST OF THE CENTERLINE OF 5TH AVENUE,
 DH8628'35.3 M (115.8 FT) SOUTHEAST OF A POWERPOLE, 62 M (203.4 FT) NORTH OF A
 DH8628'TELEPHONE PEDESTAL, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF TWO WHITE
 DH8628'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8628'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH8628
 DH8628                          STATION RECOVERY (2010)
 DH8628
 DH8628'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8628'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 35.5 M SOUTH OF THE
 DH8628'CENTERLINE OF A FIELD ENTRANCE AND 30.0 M NORTH OF THE EXTENDED
 DH8628'CENTERLINE OF A FIELD ENTRANCE.  NOTE1---THE STATION IS 0.10 MILE (NOT
 DH8628'0.05 MILE) NORTH OF COUNTY HIGHWAY E.  NOTE2---THE POWER POLE IN THE
 DH8628'2004 DESCRIPTION IS THE SECOND POLE NORTH OF COUNTY HIGHWAY E ON THE
 DH8628'WEST SIDE OF 5TH AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8629 ***********************************************************************
 DH8629  DESIGNATION -  3U10
 DH8629  PID         -  DH8629
 DH8629  STATE/COUNTY-  WI/ADAMS
 DH8629  COUNTRY     -  US
 DH8629  USGS QUAD   -  GRAND MARSH (2018)
 DH8629
 DH8629                         *CURRENT SURVEY CONTROL
 DH8629  ______________________________________________________________________
 DH8629* NAD 83(1986) POSITION- 43 53 39.5    (N) 089 43 40.0    (W)   HD_HELD2
 DH8629* NAVD 88 ORTHO HEIGHT -   304.814 (meters)     1000.04  (feet) ADJUSTED
 DH8629  ______________________________________________________________________
 DH8629  GEOID HEIGHT    -        -35.646 (meters)                     GEOID18
 DH8629  DYNAMIC HEIGHT  -        304.743 (meters)      999.81  (feet) COMP
 DH8629  MODELED GRAVITY -    980,379.5   (mgal)                       NAVD 88
 DH8629
 DH8629  VERT ORDER      -  SECOND    CLASS I
 DH8629
 DH8629.The horizontal coordinates were established by autonomous hand held GPS
 DH8629.observations and have an estimated accuracy of +/- 10 meters.
 DH8629
 DH8629.The orthometric height was determined by differential leveling and
 DH8629.adjusted by the WI DEPT OF TRANSP
 DH8629.in May 2012.
 DH8629
 DH8629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8629.GEOID18 height accuracy estimate available here.
 DH8629
 DH8629.Click photographs - Photos may exist for this station.
 DH8629
 DH8629.The dynamic height is computed by dividing the NAVD 88
 DH8629.geopotential number by the normal gravity value computed on the
 DH8629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8629.degrees latitude (g = 980.6199 gals.).
 DH8629
 DH8629.The modeled gravity was interpolated from observed gravity values.
 DH8629
 DH8629;                    North         East    Units  Estimated Accuracy
 DH8629;SPC WI S     -   210,479.      621,872.      MT  (+/- 10 meters HH2 GPS)
 DH8629
 DH8629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8091163750(NAD 83)
 DH8629
 DH8629                          SUPERSEDED SURVEY CONTROL
 DH8629
 DH8629  NAVD 88 (04/20/07)  304.796  (m)          999.98   (f) SUPERSEDED  2 1
 DH8629
 DH8629.Superseded values are not recommended for survey control.
 DH8629
 DH8629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8629.See file dsdata.pdf to determine how the superseded data were derived.
 DH8629
 DH8629_MARKER: DD = SURVEY DISK
 DH8629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8629_STAMPING: 3U10 2004
 DH8629_MARK LOGO: WIDT
 DH8629_PROJECTION: FLUSH
 DH8629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8629+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DH8629
 DH8629  HISTORY     - Date     Condition        Report By
 DH8629  HISTORY     - 2004     MONUMENTED       WIDT
 DH8629  HISTORY     - 20100601 GOOD             WIDT
 DH8629
 DH8629                          STATION DESCRIPTION
 DH8629
 DH8629'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8629'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8629'COUNTY HIGHWAY B AND COUNTY HIGHWAY EAST WEST WITH COUNTY HIGHWAY EAST
 DH8629'EAST AND EAGLE COURT ABOUT 7 MI (11.27 KM) SOUTHEAST OF THE CITY OF
 DH8629'ADAMS, GO NORTH ON COUNTY HIGHWAY EAST WEST FOR 0.5 MI (0.8 KM) TO
 DH8629'EAGLE AVENUE ON THE RIGHT, CONTINUE WEST ON COUNTY HIGHWAY EAST FOR
 DH8629'0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8629'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8629'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8629'THE HIGHWAY PAVEMENT.  THE STATION IS 10.0 M (32.8 FT) SOUTH OF THE
 DH8629'CENTERLINE OF COUNTY HIGHWAY E, 94 M (308.4 FT) EAST OF THE EXTENDED
 DH8629'CENTERLINE OF PRIVATE ENTRANCE --760--, 78 M (255.9 FT) WEST OF
 DH8629'EXTENDED CENTERLINE OF PRIVATE ENTRANCE, AND 1.0 M (3.3 FT) NORTH,
 DH8629'SOUTHEAST, AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DH8629'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8629'THAN 30 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE
 DH8629'NORTH-NORTHWEST AND NORTHEAST EXTENDING TO 40 DEGREES ABOVE THE
 DH8629'HORIZON.
 DH8629
 DH8629                          STATION RECOVERY (2010)
 DH8629
 DH8629'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8630 ***********************************************************************
 DH8630  DESIGNATION -  3U11
 DH8630  PID         -  DH8630
 DH8630  STATE/COUNTY-  WI/ADAMS
 DH8630  COUNTRY     -  US
 DH8630  USGS QUAD   -  ADAMS (2018)
 DH8630
 DH8630                         *CURRENT SURVEY CONTROL
 DH8630  ______________________________________________________________________
 DH8630* NAD 83(1986) POSITION- 43 53 39.8    (N) 089 46 00.4    (W)   HD_HELD2
 DH8630* NAVD 88 ORTHO HEIGHT -   300.007 (meters)      984.27  (feet) ADJUSTED
 DH8630  ______________________________________________________________________
 DH8630  GEOID HEIGHT    -        -35.579 (meters)                     GEOID18
 DH8630  DYNAMIC HEIGHT  -        299.939 (meters)      984.05  (feet) COMP
 DH8630  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 DH8630
 DH8630  VERT ORDER      -  SECOND    CLASS I
 DH8630
 DH8630.The horizontal coordinates were established by autonomous hand held GPS
 DH8630.observations and have an estimated accuracy of +/- 10 meters.
 DH8630
 DH8630.The orthometric height was determined by differential leveling and
 DH8630.adjusted by the WI DEPT OF TRANSP
 DH8630.in May 2012.
 DH8630
 DH8630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8630.GEOID18 height accuracy estimate available here.
 DH8630
 DH8630.Click photographs - Photos may exist for this station.
 DH8630
 DH8630.The dynamic height is computed by dividing the NAVD 88
 DH8630.geopotential number by the normal gravity value computed on the
 DH8630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8630.degrees latitude (g = 980.6199 gals.).
 DH8630
 DH8630.The modeled gravity was interpolated from observed gravity values.
 DH8630
 DH8630;                    North         East    Units  Estimated Accuracy
 DH8630;SPC WI S     -   210,479.      618,738.      MT  (+/- 10 meters HH2 GPS)
 DH8630
 DH8630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7777963864(NAD 83)
 DH8630
 DH8630                          SUPERSEDED SURVEY CONTROL
 DH8630
 DH8630  NAVD 88 (04/20/07)  299.989  (m)          984.21   (f) SUPERSEDED  2 1
 DH8630
 DH8630.Superseded values are not recommended for survey control.
 DH8630
 DH8630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8630.See file dsdata.pdf to determine how the superseded data were derived.
 DH8630
 DH8630_MARKER: DD = SURVEY DISK
 DH8630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8630_STAMPING: 3U11 2004
 DH8630_MARK LOGO: WIDT
 DH8630_PROJECTION: FLUSH
 DH8630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8630+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DH8630
 DH8630  HISTORY     - Date     Condition        Report By
 DH8630  HISTORY     - 2004     MONUMENTED       WIDT
 DH8630  HISTORY     - 20100601 GOOD             WIDT
 DH8630
 DH8630                          STATION DESCRIPTION
 DH8630
 DH8630'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8630'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8630'STATE HIGHWAY 13 WITH COUNTY HIGHWAY EAST AND DYKE DRIVE ABOUT 3 MI
 DH8630'(4.83 KM) SOUTH OF THE CITY OF ADAMS, GO EASTERLY ON COUNTY HIGHWAY
 DH8630'EAST FOR 2.95 MI (4.75 KM) TO 9TH DRIVE AND THE STATION ON THE LEFT.
 DH8630'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8630'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8630'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8630'STATION IS 9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8630'E, 22.9 M (75.1 FT) NORTHEAST OF A POWERPOLE, 20 M (65.6 FT) EAST OF A
 DH8630'CENTERLINE OF 9TH DRIVE, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC
 DH8630'WITNESS POST, 1.0 M (3.3 FT) WEST OF A WHITE PLASITC WITNESS POST, AND
 DH8630'0.7 M (2.3 FT) SOUTH OF A CHAIN LINK FENCE.  ---NOTE---THIS STATION IS
 DH8630'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE NORTHEAST,
 DH8630'SOUTHWEST, SOUTH-SOUTHEAST AND A POWERPOLE TO THE SOUTHEAST EXTENDING
 DH8630'TO 40, 35, 40 AND 30 DEGREES ABOVE THE HORIZON RESPECTIVELY.
 DH8630
 DH8630                          STATION RECOVERY (2010)
 DH8630
 DH8630'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8630'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.7 M
 DH8630'EAST-SOUTHEAST OF THE EASTMOST OF FOUR 6 CM X 7 CM WOOD FENCE POSTS
 DH8630'WITH PIPE BRACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8631 ***********************************************************************
 DH8631  DESIGNATION -  3U12
 DH8631  PID         -  DH8631
 DH8631  STATE/COUNTY-  WI/ADAMS
 DH8631  COUNTRY     -  US
 DH8631  USGS QUAD   -  ADAMS (2018)
 DH8631
 DH8631                         *CURRENT SURVEY CONTROL
 DH8631  ______________________________________________________________________
 DH8631* NAD 83(1986) POSITION- 43 54 04.9    (N) 089 48 21.3    (W)   HD_HELD2
 DH8631* NAVD 88 ORTHO HEIGHT -   295.486 (meters)      969.44  (feet) ADJUSTED
 DH8631  ______________________________________________________________________
 DH8631  GEOID HEIGHT    -        -35.509 (meters)                     GEOID18
 DH8631  DYNAMIC HEIGHT  -        295.421 (meters)      969.23  (feet) COMP
 DH8631  MODELED GRAVITY -    980,391.0   (mgal)                       NAVD 88
 DH8631
 DH8631  VERT ORDER      -  SECOND    CLASS I
 DH8631
 DH8631.The horizontal coordinates were established by autonomous hand held GPS
 DH8631.observations and have an estimated accuracy of +/- 10 meters.
 DH8631
 DH8631.The orthometric height was determined by differential leveling and
 DH8631.adjusted by the WI DEPT OF TRANSP
 DH8631.in May 2012.
 DH8631
 DH8631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8631.GEOID18 height accuracy estimate available here.
 DH8631
 DH8631.Click photographs - Photos may exist for this station.
 DH8631
 DH8631.The dynamic height is computed by dividing the NAVD 88
 DH8631.geopotential number by the normal gravity value computed on the
 DH8631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8631.degrees latitude (g = 980.6199 gals.).
 DH8631
 DH8631.The modeled gravity was interpolated from observed gravity values.
 DH8631
 DH8631;                    North         East    Units  Estimated Accuracy
 DH8631;SPC WI S     -   211,246.      615,592.      MT  (+/- 10 meters HH2 GPS)
 DH8631
 DH8631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7466264744(NAD 83)
 DH8631
 DH8631                          SUPERSEDED SURVEY CONTROL
 DH8631
 DH8631  NAVD 88 (04/20/07)  295.468  (m)          969.38   (f) SUPERSEDED  2 1
 DH8631
 DH8631.Superseded values are not recommended for survey control.
 DH8631
 DH8631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8631.See file dsdata.pdf to determine how the superseded data were derived.
 DH8631
 DH8631_MARKER: DD = SURVEY DISK
 DH8631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8631_STAMPING: 3U12 2004
 DH8631_MARK LOGO: WIDT
 DH8631_PROJECTION: FLUSH
 DH8631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8631+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DH8631
 DH8631  HISTORY     - Date     Condition        Report By
 DH8631  HISTORY     - 2004     MONUMENTED       WIDT
 DH8631  HISTORY     - 20100601 GOOD             WIDT
 DH8631
 DH8631                          STATION DESCRIPTION
 DH8631
 DH8631'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8631'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8631'STATE HIGHWAY 13 WITH COUNTY HIGHWAY EAST AND DYKE DRIVE ABOUT 3 MI
 DH8631'(4.83 KM) SOUTH OF THE CITY OF ADAMS, GO EAST ON COUNTY HIGHWAY EAST
 DH8631'FOR 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8631'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8631'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH8631'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.0 M (32.8 FT)
 DH8631'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY E, 151 M (495.4 FT) EAST OF
 DH8631'THE EXTENDED CENTERLINE OF WESTERNMOST PRIVATE ENTRANCE --1148--, AND
 DH8631'25.5 M (83.7 FT) SOUTH-SOUTHEAST OF POWERPOLE --17-6-32 30/26--, AND
 DH8631'1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF THREE WHITE PLASTIC
 DH8631'WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8631'OBSERVATIONS DUE TO TREES TO THE SOUTH EXTENDING TO 80 DEGREES ABOVE
 DH8631'THE HORIZON.
 DH8631
 DH8631                          STATION RECOVERY (2010)
 DH8631
 DH8631'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8633 ***********************************************************************
 DH8633  DESIGNATION -  3U13
 DH8633  PID         -  DH8633
 DH8633  STATE/COUNTY-  WI/ADAMS
 DH8633  COUNTRY     -  US
 DH8633  USGS QUAD   -  ADAMS (2018)
 DH8633
 DH8633                         *CURRENT SURVEY CONTROL
 DH8633  ______________________________________________________________________
 DH8633* NAD 83(1986) POSITION- 43 55 57.5    (N) 089 49 02.9    (W)   HD_HELD2
 DH8633* NAVD 88 ORTHO HEIGHT -   291.866 (meters)      957.56  (feet) ADJUSTED
 DH8633  ______________________________________________________________________
 DH8633  GEOID HEIGHT    -        -35.466 (meters)                     GEOID18
 DH8633  DYNAMIC HEIGHT  -        291.804 (meters)      957.36  (feet) COMP
 DH8633  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 DH8633
 DH8633  VERT ORDER      -  SECOND    CLASS I
 DH8633
 DH8633.The horizontal coordinates were established by autonomous hand held GPS
 DH8633.observations and have an estimated accuracy of +/- 10 meters.
 DH8633
 DH8633.The orthometric height was determined by differential leveling and
 DH8633.adjusted by the WI DEPT OF TRANSP
 DH8633.in May 2012.
 DH8633
 DH8633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8633.GEOID18 height accuracy estimate available here.
 DH8633
 DH8633.Click photographs - Photos may exist for this station.
 DH8633
 DH8633.The dynamic height is computed by dividing the NAVD 88
 DH8633.geopotential number by the normal gravity value computed on the
 DH8633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8633.degrees latitude (g = 980.6199 gals.).
 DH8633
 DH8633.The modeled gravity was interpolated from observed gravity values.
 DH8633
 DH8633;                    North         East    Units  Estimated Accuracy
 DH8633;SPC WI S     -   214,719.      614,656.      MT  (+/- 10 meters HH2 GPS)
 DH8633
 DH8633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7385268250(NAD 83)
 DH8633
 DH8633                          SUPERSEDED SURVEY CONTROL
 DH8633
 DH8633  NAVD 88 (04/20/07)  291.849  (m)          957.51   (f) SUPERSEDED  2 1
 DH8633
 DH8633.Superseded values are not recommended for survey control.
 DH8633
 DH8633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8633.See file dsdata.pdf to determine how the superseded data were derived.
 DH8633
 DH8633_MARKER: DD = SURVEY DISK
 DH8633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8633_SP_SET: BOX CULVERT WINGWALL
 DH8633_STAMPING: 3U13 2004
 DH8633_MARK LOGO: WIDT
 DH8633_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8633+STABILITY: SURFACE MOTION
 DH8633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8633+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DH8633
 DH8633  HISTORY     - Date     Condition        Report By
 DH8633  HISTORY     - 2004     MONUMENTED       WIDT
 DH8633  HISTORY     - 20100601 GOOD             WIDT
 DH8633
 DH8633                          STATION DESCRIPTION
 DH8633
 DH8633'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8633'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8633'STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY HIGHWAY F
 DH8633'ABOUT 1 MI (1.61 KM) SOUTH OF THE CITY OF ADAMS, GO NORTH ON STATE
 DH8633'HIGHWAY 13 FOR 0.5 MI (0.8 KM) TO DOVER DRIVE ON THE RIGHT, CONTINUE
 DH8633'NORTH ON STATE HIGHWAY 13 FOR 0.1 MI (0.16 KM) TO THE STATION ON THE
 DH8633'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8633'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTHEAST WINGWALL OF
 DH8633'BOX CULVERT --C-520-36-- ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8633'STATION IS 7.9 M (25.9 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 13
 DH8633'AND 50 M (164.0 FT) NORTH OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DH8633'--2239--.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8633'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO
 DH8633'THE WEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8633
 DH8633                          STATION RECOVERY (2010)
 DH8633
 DH8633'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8633'RECOBERED IN GOOD CONDITION.  ADD---THE STATION IS 0.6 M SOUTHWEST OF
 DH8633'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8634 ***********************************************************************
 DH8634  DESIGNATION -  3U14
 DH8634  PID         -  DH8634
 DH8634  STATE/COUNTY-  WI/ADAMS
 DH8634  COUNTRY     -  US
 DH8634  USGS QUAD   -  ADAMS (2018)
 DH8634
 DH8634                         *CURRENT SURVEY CONTROL
 DH8634  ______________________________________________________________________
 DH8634* NAD 83(1986) POSITION- 43 58 27.0    (N) 089 50 33.5    (W)   HD_HELD2
 DH8634* NAVD 88 ORTHO HEIGHT -   285.889 (meters)      937.95  (feet) ADJUSTED
 DH8634  ______________________________________________________________________
 DH8634  GEOID HEIGHT    -        -35.391 (meters)                     GEOID18
 DH8634  DYNAMIC HEIGHT  -        285.829 (meters)      937.76  (feet) COMP
 DH8634  MODELED GRAVITY -    980,402.4   (mgal)                       NAVD 88
 DH8634
 DH8634  VERT ORDER      -  SECOND    CLASS I
 DH8634
 DH8634.The horizontal coordinates were established by autonomous hand held GPS
 DH8634.observations and have an estimated accuracy of +/- 10 meters.
 DH8634
 DH8634.The orthometric height was determined by differential leveling and
 DH8634.adjusted by the WI DEPT OF TRANSP
 DH8634.in May 2012.
 DH8634
 DH8634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8634.GEOID18 height accuracy estimate available here.
 DH8634
 DH8634.Click photographs - Photos may exist for this station.
 DH8634
 DH8634.The dynamic height is computed by dividing the NAVD 88
 DH8634.geopotential number by the normal gravity value computed on the
 DH8634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8634.degrees latitude (g = 980.6199 gals.).
 DH8634
 DH8634.The modeled gravity was interpolated from observed gravity values.
 DH8634
 DH8634;                    North         East    Units  Estimated Accuracy
 DH8634;SPC WI S     -   219,329.      612,627.      MT  (+/- 10 meters HH2 GPS)
 DH8634
 DH8634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7199172932(NAD 83)
 DH8634
 DH8634                          SUPERSEDED SURVEY CONTROL
 DH8634
 DH8634  NAVD 88 (04/20/07)  285.872  (m)          937.90   (f) SUPERSEDED  2 1
 DH8634
 DH8634.Superseded values are not recommended for survey control.
 DH8634
 DH8634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8634.See file dsdata.pdf to determine how the superseded data were derived.
 DH8634
 DH8634_MARKER: DD = SURVEY DISK
 DH8634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8634_STAMPING: 3U14 2004
 DH8634_MARK LOGO: WIDT
 DH8634_PROJECTION: FLUSH
 DH8634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8634+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DH8634
 DH8634  HISTORY     - Date     Condition        Report By
 DH8634  HISTORY     - 2004     MONUMENTED       WIDT
 DH8634  HISTORY     - 20100601 GOOD             WIDT
 DH8634
 DH8634                          STATION DESCRIPTION
 DH8634
 DH8634'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8634'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8634'STATE HIGHWAY 13 (MAIN STREET) WITH COUNTY HIGHWAY J (LAKE STREET) IN
 DH8634'THE VILLAGE OF FRIENDSHIP, GO WEST ON COUNTY HIGHWAY J (LAKE STREET)
 DH8634'FOR 0.5 MI (0.8 KM) TO PARK AVENUE ON THE LEFT, CONTINUE WEST ON
 DH8634'COUNTY HIGHWAY J (LAKE STREET) FOR 0.75 MI (1.21 KM) TO THE STATION ON
 DH8634'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8634'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8634'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DH8634'PAVEMENT.  THE STATION IS 9.9 M (32.5 FT) NORTH OF THE CENTERLINE OF
 DH8634'COUNTY HIGHWAY J, 102 M (334.6 FT) EAST OF THE CENTERLINE OF 14TH
 DH8634'COURT, 22.5 M (73.8 FT) NORTH-NORTHEAST OF POWERPOLE --17-5-1 39/25--,
 DH8634'2.7 M (8.9 FT) SOUTH OF A CHAINLINK FENCE, AND 1.0 M (3.3 FT) EAST AND
 DH8634'WEST OF TWO WHITE PLASTIC WITNESS POSTS.  --NOTE--THIS STATION HAS NO
 DH8634'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH8634'HORIZON.
 DH8634
 DH8634                          STATION RECOVERY (2010)
 DH8634
 DH8634'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8634'RECOVERED IN GOOD CONDITION.  NOTE1---THE MONUMENT IS 12 CM BELOW
 DH8634'GROUND LEVEL.  NOTE2---THE CHAIN LINK FENCE IS NOT PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8615 ***********************************************************************
 DH8615  DESIGNATION -  3U46
 DH8615  PID         -  DH8615
 DH8615  STATE/COUNTY-  WI/COLUMBIA
 DH8615  COUNTRY     -  US
 DH8615  USGS QUAD   -  PINE ISLAND (2018)
 DH8615
 DH8615                         *CURRENT SURVEY CONTROL
 DH8615  ______________________________________________________________________
 DH8615* NAD 83(1986) POSITION- 43 30 28.7    (N) 089 32 51.4    (W)   HD_HELD2
 DH8615* NAVD 88 ORTHO HEIGHT -   258.544 (meters)      848.24  (feet) ADJUSTED
 DH8615  ______________________________________________________________________
 DH8615  GEOID HEIGHT    -        -35.392 (meters)                     GEOID18
 DH8615  DYNAMIC HEIGHT  -        258.479 (meters)      848.03  (feet) COMP
 DH8615  MODELED GRAVITY -    980,360.9   (mgal)                       NAVD 88
 DH8615
 DH8615  VERT ORDER      -  SECOND    CLASS I
 DH8615
 DH8615.The horizontal coordinates were established by autonomous hand held GPS
 DH8615.observations and have an estimated accuracy of +/- 10 meters.
 DH8615
 DH8615.The orthometric height was determined by differential leveling and
 DH8615.adjusted by the WI DEPT OF TRANSP
 DH8615.in May 2012.
 DH8615
 DH8615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8615.GEOID18 height accuracy estimate available here.
 DH8615
 DH8615.Click photographs - Photos may exist for this station.
 DH8615
 DH8615.The dynamic height is computed by dividing the NAVD 88
 DH8615.geopotential number by the normal gravity value computed on the
 DH8615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8615.degrees latitude (g = 980.6199 gals.).
 DH8615
 DH8615.The modeled gravity was interpolated from observed gravity values.
 DH8615
 DH8615;                    North         East    Units  Estimated Accuracy
 DH8615;SPC WI S     -   167,621.      636,580.      MT  (+/- 10 meters HH2 GPS)
 DH8615
 DH8615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9406320379(NAD 83)
 DH8615
 DH8615                          SUPERSEDED SURVEY CONTROL
 DH8615
 DH8615  NAVD 88 (04/20/07)  258.525  (m)          848.18   (f) SUPERSEDED  2 1
 DH8615
 DH8615.Superseded values are not recommended for survey control.
 DH8615
 DH8615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8615.See file dsdata.pdf to determine how the superseded data were derived.
 DH8615
 DH8615_MARKER: DD = SURVEY DISK
 DH8615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8615_STAMPING: 3U46 2004
 DH8615_MARK LOGO: WIDT
 DH8615_PROJECTION: FLUSH
 DH8615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8615+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DH8615
 DH8615  HISTORY     - Date     Condition        Report By
 DH8615  HISTORY     - 2004     MONUMENTED       WIDT
 DH8615  HISTORY     - 20080506 GOOD             WIDT
 DH8615
 DH8615                          STATION DESCRIPTION
 DH8615
 DH8615'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8615'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8615'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE
 DH8615'HIGHWAY 94 WITH STATE HIGHWAY 33 ABOUT 3 MI (4.83 KM) SOUTHWEST OF THE
 DH8615'CITY OF PORTAGE, GO SOUTHWEST ON STATE HIGHWAY 33 FOR 1.2 MI (1.93 KM)
 DH8615'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8615'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8615'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH8615'HIGHWAY PAVEMENT.  THE STATION IS 14.2 M (46.6 FT) SOUTH OF THE
 DH8615'CENTERLINE OF STATE HIGHWAY 33, 7 M (23.0 FT) EAST OF THE CENTERLINE
 DH8615'OF A PRIVATE ENTRANCE, 0.9 M (3.0 FT) NORTHWEST OF A WHITE PLASTIC
 DH8615'WITNESS POST, 0.9 M (3.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST,
 DH8615'0.8 M (2.6 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DH8615'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DH8615'BEING BLOCKED BY TREES IN ALL QUADRANTS ABOVE 25 DEGREES ABOVE THE
 DH8615'HORIZON.
 DH8615
 DH8615                          STATION RECOVERY (2008)
 DH8615
 DH8615'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8615'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.33 MILE WEST OF
 DH8615'COUNTY HIGHWAY W, 0.19 MILE WEST OF PIGTAIL ALLEY, AND 22.5 M WEST OF
 DH8615'THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W10996 AND W10998--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8614 ***********************************************************************
 DH8614  DESIGNATION -  3U47
 DH8614  PID         -  DH8614
 DH8614  STATE/COUNTY-  WI/COLUMBIA
 DH8614  COUNTRY     -  US
 DH8614  USGS QUAD   -  PINE ISLAND (2018)
 DH8614
 DH8614                         *CURRENT SURVEY CONTROL
 DH8614  ______________________________________________________________________
 DH8614* NAD 83(1986) POSITION- 43 30 47.0    (N) 089 31 25.7    (W)   HD_HELD2
 DH8614* NAVD 88 ORTHO HEIGHT -   250.695 (meters)      822.49  (feet) ADJUSTED
 DH8614  ______________________________________________________________________
 DH8614  GEOID HEIGHT    -        -35.419 (meters)                     GEOID18
 DH8614  DYNAMIC HEIGHT  -        250.632 (meters)      822.28  (feet) COMP
 DH8614  MODELED GRAVITY -    980,362.5   (mgal)                       NAVD 88
 DH8614
 DH8614  VERT ORDER      -  SECOND    CLASS I
 DH8614
 DH8614.The horizontal coordinates were established by autonomous hand held GPS
 DH8614.observations and have an estimated accuracy of +/- 10 meters.
 DH8614
 DH8614.The orthometric height was determined by differential leveling and
 DH8614.adjusted by the WI DEPT OF TRANSP
 DH8614.in May 2012.
 DH8614
 DH8614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8614.GEOID18 height accuracy estimate available here.
 DH8614
 DH8614.Click photographs - Photos may exist for this station.
 DH8614
 DH8614.The dynamic height is computed by dividing the NAVD 88
 DH8614.geopotential number by the normal gravity value computed on the
 DH8614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8614.degrees latitude (g = 980.6199 gals.).
 DH8614
 DH8614.The modeled gravity was interpolated from observed gravity values.
 DH8614
 DH8614;                    North         East    Units  Estimated Accuracy
 DH8614;SPC WI S     -   168,196.      638,502.      MT  (+/- 10 meters HH2 GPS)
 DH8614
 DH8614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9600520885(NAD 83)
 DH8614
 DH8614                          SUPERSEDED SURVEY CONTROL
 DH8614
 DH8614  NAVD 88 (04/20/07)  250.676  (m)          822.43   (f) SUPERSEDED  2 1
 DH8614
 DH8614.Superseded values are not recommended for survey control.
 DH8614
 DH8614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8614.See file dsdata.pdf to determine how the superseded data were derived.
 DH8614
 DH8614_MARKER: DD = SURVEY DISK
 DH8614_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8614_SP_SET: OVERPASS ABUTMENT
 DH8614_STAMPING: 3U47 2004
 DH8614_MARK LOGO: WIDT
 DH8614_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8614+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DH8614
 DH8614  HISTORY     - Date     Condition        Report By
 DH8614  HISTORY     - 2004     MONUMENTED       WIDT
 DH8614  HISTORY     - 20080506 GOOD             WIDT
 DH8614
 DH8614                          STATION DESCRIPTION
 DH8614
 DH8614'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8614'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8614'LOCATED ON THE OVERPASS OF STATE HIGHWAY 33 WITH INTERSTATE HIGHWAY 90
 DH8614'AND INTERSTATE HIGHWAY 94.   THE STATION IS A BRONZE WISCONSIN
 DH8614'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8614'IN THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE OVERPASS ABOUT 1
 DH8614'M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 5.5 M (18.0 FT)
 DH8614'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 33.  ---NOTE---THIS
 DH8614'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO BEING SET TO CLOSE
 DH8614'TO THE ROAD.
 DH8614
 DH8614                          STATION RECOVERY (2008)
 DH8614
 DH8614'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8614'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN A DRILL HOLE
 DH8614'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST BRIDGE PARAPET, 3.1 M
 DH8614'SOUTHWEST OF A BRIDGE EXPANSION JOINT, 20 CM NORTHEAST OF THE
 DH8614'SOUTHWEST END OF THE PARAPET, AND 0.3 M SOUTHEAST OF A WHITE PLASTIC
 DH8614'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8613 ***********************************************************************
 DH8613  DESIGNATION -  3U48
 DH8613  PID         -  DH8613
 DH8613  STATE/COUNTY-  WI/COLUMBIA
 DH8613  COUNTRY     -  US
 DH8613  USGS QUAD   -  PORTAGE (2018)
 DH8613
 DH8613                         *CURRENT SURVEY CONTROL
 DH8613  ______________________________________________________________________
 DH8613* NAD 83(1986) POSITION- 43 31 30.4    (N) 089 29 19.9    (W)   HD_HELD2
 DH8613* NAVD 88 ORTHO HEIGHT -   248.852 (meters)      816.44  (feet) ADJUSTED
 DH8613  ______________________________________________________________________
 DH8613  GEOID HEIGHT    -        -35.469 (meters)                     GEOID18
 DH8613  DYNAMIC HEIGHT  -        248.790 (meters)      816.24  (feet) COMP
 DH8613  MODELED GRAVITY -    980,365.9   (mgal)                       NAVD 88
 DH8613
 DH8613  VERT ORDER      -  SECOND    CLASS I
 DH8613
 DH8613.The horizontal coordinates were established by autonomous hand held GPS
 DH8613.observations and have an estimated accuracy of +/- 10 meters.
 DH8613
 DH8613.The orthometric height was determined by differential leveling and
 DH8613.adjusted by the WI DEPT OF TRANSP
 DH8613.in May 2012.
 DH8613
 DH8613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8613.GEOID18 height accuracy estimate available here.
 DH8613
 DH8613.Click photographs - Photos may exist for this station.
 DH8613
 DH8613.The dynamic height is computed by dividing the NAVD 88
 DH8613.geopotential number by the normal gravity value computed on the
 DH8613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8613.degrees latitude (g = 980.6199 gals.).
 DH8613
 DH8613.The modeled gravity was interpolated from observed gravity values.
 DH8613
 DH8613;                    North         East    Units  Estimated Accuracy
 DH8613;SPC WI S     -   169,552.      641,319.      MT  (+/- 10 meters HH2 GPS)
 DH8613
 DH8613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9886922139(NAD 83)
 DH8613
 DH8613                          SUPERSEDED SURVEY CONTROL
 DH8613
 DH8613  NAVD 88 (04/20/07)  248.832  (m)          816.38   (f) SUPERSEDED  2 1
 DH8613
 DH8613.Superseded values are not recommended for survey control.
 DH8613
 DH8613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8613.See file dsdata.pdf to determine how the superseded data were derived.
 DH8613
 DH8613_MARKER: DD = SURVEY DISK
 DH8613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8613_SP_SET: OVERPASS ABUTMENT
 DH8613_STAMPING: 3U48 2004
 DH8613_MARK LOGO: WIDT
 DH8613_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8613+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DH8613
 DH8613  HISTORY     - Date     Condition        Report By
 DH8613  HISTORY     - 2004     MONUMENTED       WIDT
 DH8613  HISTORY     - 20080506 GOOD             WIDT
 DH8613
 DH8613                          STATION DESCRIPTION
 DH8613
 DH8613'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8613'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8613'LOCATED ON THE OVERPASS OF STATE HIGHWAY 33 WITH INTERSTATE HIGHWAY
 DH8613'39.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8613'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTHERN END OF THE
 DH8613'EAST ABUTMENT OF THE OVERPASS ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 DH8613'PAVEMENT.  THE STATION IS 5.2 M (17.1 FT) NORTH OF THE CENTERLINE OF
 DH8613'STATE HIGHWAY 33.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8613'OBSERVATIONS DUE TO BEING SET TO CLOSE TO THE ROAD.
 DH8613
 DH8613                          STATION RECOVERY (2008)
 DH8613
 DH8613'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8613'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN A DRILL HOLE
 DH8613'IN THE TOP OF THE EAST END OF THE NORTH BRIDGE PARAPET, 2.9 M EAST OF
 DH8613'A BRIDGE EXPANSION JOINT, 0.2 M WEST OF THE EAST END OF THE PARAPET,
 DH8613'AND 0.4 M SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THERE ARE
 DH8613'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8613'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8565 ***********************************************************************
 DH8565  DESIGNATION -  3U49
 DH8565  PID         -  DH8565
 DH8565  STATE/COUNTY-  WI/COLUMBIA
 DH8565  COUNTRY     -  US
 DH8565  USGS QUAD   -  PORTAGE (2018)
 DH8565
 DH8565                         *CURRENT SURVEY CONTROL
 DH8565  ______________________________________________________________________
 DH8565* NAD 83(1986) POSITION- 43 34 04.2    (N) 089 23 59.4    (W)   HD_HELD2
 DH8565* NAVD 88 ORTHO HEIGHT -   242.434 (meters)      795.39  (feet) ADJUSTED
 DH8565  ______________________________________________________________________
 DH8565  GEOID HEIGHT    -        -35.637 (meters)                     GEOID18
 DH8565  DYNAMIC HEIGHT  -        242.373 (meters)      795.19  (feet) COMP
 DH8565  MODELED GRAVITY -    980,364.1   (mgal)                       NAVD 88
 DH8565
 DH8565  VERT ORDER      -  SECOND    CLASS I
 DH8565
 DH8565.The horizontal coordinates were established by autonomous hand held GPS
 DH8565.observations and have an estimated accuracy of +/- 10 meters.
 DH8565
 DH8565.The orthometric height was determined by differential leveling and
 DH8565.adjusted by the WI DEPT OF TRANSP
 DH8565.in May 2012.
 DH8565
 DH8565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8565.GEOID18 height accuracy estimate available here.
 DH8565
 DH8565.Click photographs - Photos may exist for this station.
 DH8565
 DH8565.The dynamic height is computed by dividing the NAVD 88
 DH8565.geopotential number by the normal gravity value computed on the
 DH8565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8565.degrees latitude (g = 980.6199 gals.).
 DH8565
 DH8565.The modeled gravity was interpolated from observed gravity values.
 DH8565
 DH8565;                    North         East    Units  Estimated Accuracy
 DH8565;SPC WI S     -   174,346.      648,482.      MT  (+/- 10 meters HH2 GPS)
 DH8565
 DH8565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0620126672(NAD 83)
 DH8565
 DH8565                          SUPERSEDED SURVEY CONTROL
 DH8565
 DH8565  NAVD 88 (04/20/07)  242.413  (m)          795.32   (f) SUPERSEDED  2 1
 DH8565
 DH8565.Superseded values are not recommended for survey control.
 DH8565
 DH8565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8565.See file dsdata.pdf to determine how the superseded data were derived.
 DH8565
 DH8565_MARKER: DD = SURVEY DISK
 DH8565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8565_STAMPING: 3U49 2004
 DH8565_MARK LOGO: WIDT
 DH8565_PROJECTION: FLUSH
 DH8565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8565+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DH8565
 DH8565  HISTORY     - Date     Condition        Report By
 DH8565  HISTORY     - 2004     MONUMENTED       WIDT
 DH8565  HISTORY     - 20080429 GOOD             WIDT
 DH8565
 DH8565                          STATION DESCRIPTION
 DH8565
 DH8565'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8565'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8565'STATE HIGHWAY 33 WITH COUNTY HIGHWAY F ABOUT 1 MI (1.61 KM) NORTHEAST
 DH8565'OF THE CITY OF PORTAGE, GO EAST ON STATE HIGHWAY 33 FOR 0.1 MI (0.16
 DH8565'KM) TO COUNTY HIGHWAY EE (MILITARY ROAD), GO NORTHEAST ON COUNTY
 DH8565'HIGHWAY EE (MILITARY ROAD) FOR 0.9 MI (1.45 KM) TO WHERE MILITARY ROAD
 DH8565'GOES EAST AND COUNTY HIGHWAY EE GOES NORTHEAST, GO NORTHEAST ON COUNTY
 DH8565'HIGHWAY EE FOR 0.9 MI (1.45 KM) TO DUMKE ROAD ON THE LEFT AND THE
 DH8565'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8565'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8565'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8565'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE
 DH8565'TREES TO THE NORTH EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
 DH8565
 DH8565                          STATION RECOVERY (2008)
 DH8565
 DH8565'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8565'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9.8 M NORTH OF THE
 DH8565'CENTERLINE OF COUNTY HIGHWAY EE, 13.7 M WEST OF THE CENTERLINE OF
 DH8565'DUMKE ROAD, 36.5 M EAST OF A --LEFT CURVE AHEAD-- WOOD SIGN POST, 4.5
 DH8565'M SOUTHWEST OF THE TOP CENTER OF TELEPHONE PEDESTAL --4181--, AND 1.0
 DH8565'M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC
 DH8565'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8564 ***********************************************************************
 DH8564  DESIGNATION -  3U50
 DH8564  PID         -  DH8564
 DH8564  STATE/COUNTY-  WI/COLUMBIA
 DH8564  COUNTRY     -  US
 DH8564  USGS QUAD   -  PORTAGE (2018)
 DH8564
 DH8564                         *CURRENT SURVEY CONTROL
 DH8564  ______________________________________________________________________
 DH8564* NAD 83(1986) POSITION- 43 35 47.6    (N) 089 24 00.2    (W)   HD_HELD2
 DH8564* NAVD 88 ORTHO HEIGHT -   253.724 (meters)      832.43  (feet) ADJUSTED
 DH8564  ______________________________________________________________________
 DH8564  GEOID HEIGHT    -        -35.707 (meters)                     GEOID18
 DH8564  DYNAMIC HEIGHT  -        253.661 (meters)      832.22  (feet) COMP
 DH8564  MODELED GRAVITY -    980,364.1   (mgal)                       NAVD 88
 DH8564
 DH8564  VERT ORDER      -  SECOND    CLASS I
 DH8564
 DH8564.The horizontal coordinates were established by autonomous hand held GPS
 DH8564.observations and have an estimated accuracy of +/- 10 meters.
 DH8564
 DH8564.The orthometric height was determined by differential leveling and
 DH8564.adjusted by the WI DEPT OF TRANSP
 DH8564.in May 2012.
 DH8564
 DH8564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8564.GEOID18 height accuracy estimate available here.
 DH8564
 DH8564.Click photographs - Photos may exist for this station.
 DH8564
 DH8564.The dynamic height is computed by dividing the NAVD 88
 DH8564.geopotential number by the normal gravity value computed on the
 DH8564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8564.degrees latitude (g = 980.6199 gals.).
 DH8564
 DH8564.The modeled gravity was interpolated from observed gravity values.
 DH8564
 DH8564;                    North         East    Units  Estimated Accuracy
 DH8564;SPC WI S     -   177,537.      648,441.      MT  (+/- 10 meters HH2 GPS)
 DH8564
 DH8564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0627529863(NAD 83)
 DH8564
 DH8564                          SUPERSEDED SURVEY CONTROL
 DH8564
 DH8564  NAVD 88 (04/20/07)  253.704  (m)          832.36   (f) SUPERSEDED  2 1
 DH8564
 DH8564.Superseded values are not recommended for survey control.
 DH8564
 DH8564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8564.See file dsdata.pdf to determine how the superseded data were derived.
 DH8564
 DH8564_MARKER: DD = SURVEY DISK
 DH8564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8564_STAMPING: 3U50 2004
 DH8564_MARK LOGO: WIDT
 DH8564_PROJECTION: FLUSH
 DH8564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8564+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DH8564
 DH8564  HISTORY     - Date     Condition        Report By
 DH8564  HISTORY     - 2004     MONUMENTED       WIDT
 DH8564  HISTORY     - 20080429 GOOD             WIDT
 DH8564
 DH8564                          STATION DESCRIPTION
 DH8564
 DH8564'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8564'OWNERSHIP--TOWN OF FORT WINNEBAGO.  TO REACH THE STATION FROM THE
 DH8564'JUNCTION OF STATE HIGHWAY 33 WITH COUNTY HIGHWAY F ABOUT 1 MI (1.61
 DH8564'KM) NORTHEAST OF THE CITY OF PORTAGE, GO EAST ON STATE HIGHWAY EE FOR
 DH8564'0.1 MI (0.16 KM) TO COUNTY HIGHWAY EE (MILITARY ROAD), GO NORTHEAST ON
 DH8564'COUNTY HIGHWAY EE (MILITARY ROAD) FOR 0.9 MI (1.45 KM) TO WHERE
 DH8564'MILITARY ROAD GOES EAST AND COUNTY HIGHWAY EE GOES NORTHEAST, GO
 DH8564'NORTHEAST ON COUNTY HIGHWAY EE FOR 0.9 MI (1.45 KM) TO DUMKE ROAD ON
 DH8564'THE LEFT, TURN LEFT AND GO NORTH ON DUMKE ROAD FOR 1.9 MI (3.06 KM) TO
 DH8564'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH8564'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DH8564'OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE THE ROAD
 DH8564'PAVEMENT.  THE STATION IS 8.9 M (29.2 FT) WEST OF THE CENTERLINE OF
 DH8564'DUMKE ROAD, 23.9 M (78.4 FT) SOUTHWEST OF POWERPOLE --13-9-23 13/44--,
 DH8564'6 M (19.7 FT) NORTH OF A FIELD ENTRANCE, 1.2 M (3.9 FT)
 DH8564'SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) EAST
 DH8564'OF A WHITE PLASTIC WITNESS POST, 0.9 M (3.0 FT) WEST OF A WHITE
 DH8564'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8564'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8564
 DH8564                          STATION RECOVERY (2008)
 DH8564
 DH8564'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8564'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.32 MILE NORTH OF
 DH8564'CLARK ROAD AND 1.7 M SOUTHEAST OF A --QUALITY DEER MANAGEMENT-- SIGN
 DH8564'POST.
 DH8564'CORRECTION TO THE 2004 DESCRIPTION-- FROM THE JUNCTION OF STATE
 DH8564'HIGHWAY 33 WITH COUNTY HIGHWAY F, GO EAST ON STATE HIGHWAY 33 (NOT
 DH8564'STATE HIGHWAY EE) FOR 0.1 MILE TO COUNTY HIGHWAY EE.
 DH8564'AN ALTERNATE TO REACH FOLLOWS-- TO REACH THE STATION FROM THE JUNCTION
 DH8564'OF STATE HIGHWAY 33 WITH COUNTY HIGHWAY F APPROXIMATELY 1 MILE
 DH8564'NORTHEAST OF THE CITY OF PORTAGE, GO NORTH ON COUNTY HIGHWAY F FOR 2.8
 DH8564'MILES TO CLARK ROAD, TURN RIGHT AND GO EAST ON CLARK ROAD FOR 0.7 MILE
 DH8564'TO DUMKE ROAD, TURN LEFT AND GO NORTH ON DUMKE ROAD FOR 0.32 MILE TO
 DH8564'THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8563 ***********************************************************************
 DH8563  DESIGNATION -  3U51
 DH8563  PID         -  DH8563
 DH8563  STATE/COUNTY-  WI/COLUMBIA
 DH8563  COUNTRY     -  US
 DH8563  USGS QUAD   -  ENDEAVOR (2018)
 DH8563
 DH8563                         *CURRENT SURVEY CONTROL
 DH8563  ______________________________________________________________________
 DH8563* NAD 83(1986) POSITION- 43 37 42.8    (N) 089 24 46.9    (W)   HD_HELD2
 DH8563* NAVD 88 ORTHO HEIGHT -   238.552 (meters)      782.65  (feet) ADJUSTED
 DH8563  ______________________________________________________________________
 DH8563  GEOID HEIGHT    -        -35.766 (meters)                     GEOID18
 DH8563  DYNAMIC HEIGHT  -        238.493 (meters)      782.46  (feet) COMP
 DH8563  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 DH8563
 DH8563  VERT ORDER      -  SECOND    CLASS I
 DH8563
 DH8563.The horizontal coordinates were established by autonomous hand held GPS
 DH8563.observations and have an estimated accuracy of +/- 10 meters.
 DH8563
 DH8563.The orthometric height was determined by differential leveling and
 DH8563.adjusted by the WI DEPT OF TRANSP
 DH8563.in May 2012.
 DH8563
 DH8563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8563.GEOID18 height accuracy estimate available here.
 DH8563
 DH8563.Click photographs - Photos may exist for this station.
 DH8563
 DH8563.The dynamic height is computed by dividing the NAVD 88
 DH8563.geopotential number by the normal gravity value computed on the
 DH8563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8563.degrees latitude (g = 980.6199 gals.).
 DH8563
 DH8563.The modeled gravity was interpolated from observed gravity values.
 DH8563
 DH8563;                    North         East    Units  Estimated Accuracy
 DH8563;SPC WI S     -   181,085.      647,368.      MT  (+/- 10 meters HH2 GPS)
 DH8563
 DH8563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0533133447(NAD 83)
 DH8563
 DH8563                          SUPERSEDED SURVEY CONTROL
 DH8563
 DH8563  NAVD 88 (04/20/07)  238.531  (m)          782.58   (f) SUPERSEDED  2 1
 DH8563
 DH8563.Superseded values are not recommended for survey control.
 DH8563
 DH8563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8563.See file dsdata.pdf to determine how the superseded data were derived.
 DH8563
 DH8563_MARKER: DD = SURVEY DISK
 DH8563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8563_SP_SET: BRIDGE WINGWALL
 DH8563_STAMPING: 3U51 2004
 DH8563_MARK LOGO: WIDT
 DH8563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8563+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DH8563
 DH8563  HISTORY     - Date     Condition        Report By
 DH8563  HISTORY     - 2004     MONUMENTED       WIDT
 DH8563  HISTORY     - 20080429 GOOD             WIDT
 DH8563
 DH8563                          STATION DESCRIPTION
 DH8563
 DH8563'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8563'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8563'COUNTY HIGHWAY O WITH COUNTY HIGHWAY F ABOUT 9 MI (14.48 KM) NORTH OF
 DH8563'THE CITY OF PORTAGE, GO SOUTH ON COUNTY HIGHWAY F FOR 3.2 MI (5.15 KM)
 DH8563'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8563'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8563'IN THE NORTHEAST WINGWALL OF THE NORTHEASTERN END OF THE BRIDGE
 DH8563'--B-11-97-90-- ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8563'4.8 M (15.7 FT) NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY F.
 DH8563'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8563'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE
 DH8563'WEST-NORTHWEST AND SOUTHWEST EXTENDING TO 30 DEGREES ABOVE THE
 DH8563'HORIZON.
 DH8563
 DH8563                          STATION RECOVERY (2008)
 DH8563
 DH8563'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8563'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.52 MILE SOUTH OF
 DH8563'COUNTY HIGHWAY CM, 4.8 M SOUTHEAST (NOT NORTH-NORTHWEST) OF THE
 DH8563'CENTERLINE OF COUNTY HIGHWAY F, AND 0.4 M SOUTHWEST OF A WHITE PLASTIC
 DH8563'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8562 ***********************************************************************
 DH8562  DESIGNATION -  3U52
 DH8562  PID         -  DH8562
 DH8562  STATE/COUNTY-  WI/MARQUETTE
 DH8562  COUNTRY     -  US
 DH8562  USGS QUAD   -  ENDEAVOR (2018)
 DH8562
 DH8562                         *CURRENT SURVEY CONTROL
 DH8562  ______________________________________________________________________
 DH8562* NAD 83(1986) POSITION- 43 40 34.6    (N) 089 23 32.9    (W)   HD_HELD2
 DH8562* NAVD 88 ORTHO HEIGHT -   243.520 (meters)      798.95  (feet) ADJUSTED
 DH8562  ______________________________________________________________________
 DH8562  GEOID HEIGHT    -        -35.853 (meters)                     GEOID18
 DH8562  DYNAMIC HEIGHT  -        243.461 (meters)      798.76  (feet) COMP
 DH8562  MODELED GRAVITY -    980,369.5   (mgal)                       NAVD 88
 DH8562
 DH8562  VERT ORDER      -  SECOND    CLASS I
 DH8562
 DH8562.The horizontal coordinates were established by autonomous hand held GPS
 DH8562.observations and have an estimated accuracy of +/- 10 meters.
 DH8562
 DH8562.The orthometric height was determined by differential leveling and
 DH8562.adjusted by the WI DEPT OF TRANSP
 DH8562.in May 2012.
 DH8562
 DH8562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8562.GEOID18 height accuracy estimate available here.
 DH8562
 DH8562.Click photographs - Photos may exist for this station.
 DH8562
 DH8562.The dynamic height is computed by dividing the NAVD 88
 DH8562.geopotential number by the normal gravity value computed on the
 DH8562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8562.degrees latitude (g = 980.6199 gals.).
 DH8562
 DH8562.The modeled gravity was interpolated from observed gravity values.
 DH8562
 DH8562;                    North         East    Units  Estimated Accuracy
 DH8562;SPC WI S     -   186,398.      648,988.      MT  (+/- 10 meters HH2 GPS)
 DH8562
 DH8562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0714338700(NAD 83)
 DH8562
 DH8562                          SUPERSEDED SURVEY CONTROL
 DH8562
 DH8562  NAVD 88 (04/20/07)  243.499  (m)          798.88   (f) SUPERSEDED  2 1
 DH8562
 DH8562.Superseded values are not recommended for survey control.
 DH8562
 DH8562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8562.See file dsdata.pdf to determine how the superseded data were derived.
 DH8562
 DH8562_MARKER: DD = SURVEY DISK
 DH8562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8562_STAMPING: 3U52 2004
 DH8562_MARK LOGO: WIDT
 DH8562_PROJECTION: FLUSH
 DH8562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8562+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DH8562
 DH8562  HISTORY     - Date     Condition        Report By
 DH8562  HISTORY     - 2004     MONUMENTED       WIDT
 DH8562  HISTORY     - 20100517 GOOD             WIDT
 DH8562
 DH8562                          STATION DESCRIPTION
 DH8562
 DH8562'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8562'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8562'OF COUNTY HIGHWAY O WITH COUNTY HIGHWAY F ABOUT 9 MI (14.48 KM) NORTH
 DH8562'OF THE CITY OF PORTAGE, GO NORTH ON COUNTY HIGHWAY F FOR 0.3 MI (0.48
 DH8562'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8562'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8562'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW
 DH8562'THE HIGHWAY PAVEMENT.  THE STATION IS 7.9 M (25.9 FT) WEST OF THE
 DH8562'CENTERLINE OF COUNTY HIGHWAY F AND 1.5 M (4.9 FT) EAST OF A BARBED
 DH8562'WIRE FENCE, 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST,
 DH8562'0.9 M (3.0 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST, AND 0.8 M
 DH8562'(2.6 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH8562'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES.
 DH8562
 DH8562                          STATION RECOVERY (2010)
 DH8562
 DH8562'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8562'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.31 MILE NORTH OF
 DH8562'COUNTY HIGHWAY O, 34.0 M SOUTH OF TWO WOOD FENCE POSTS WITH WOOD BRACE
 DH8562'BETWEEN, 28.0 M SOUTHWEST OF AN ORANGE OVER WHITE --VERIZON BURIED
 DH8562'CABLE-- POST, 27.1 M NORTH OF A RED OVER WHITE --ELECTRIC CABLE--
 DH8562'POST, AND 8.2 M SOUTH OF THE SOUTHERN OF TWO WOOD FENCE POSTS.
 DH8562'NOTE---THE BARBED WIRE FENCE IS NOT PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8561 ***********************************************************************
 DH8561  DESIGNATION -  3U53
 DH8561  PID         -  DH8561
 DH8561  STATE/COUNTY-  WI/MARQUETTE
 DH8561  COUNTRY     -  US
 DH8561  USGS QUAD   -  OBSERVATORY HILL (2018)
 DH8561
 DH8561                         *CURRENT SURVEY CONTROL
 DH8561  ______________________________________________________________________
 DH8561* NAD 83(1986) POSITION- 43 42 57.5    (N) 089 22 20.1    (W)   HD_HELD2
 DH8561* NAVD 88 ORTHO HEIGHT -   251.288 (meters)      824.43  (feet) ADJUSTED
 DH8561  ______________________________________________________________________
 DH8561  GEOID HEIGHT    -        -35.918 (meters)                     GEOID18
 DH8561  DYNAMIC HEIGHT  -        251.227 (meters)      824.23  (feet) COMP
 DH8561  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 DH8561
 DH8561  VERT ORDER      -  SECOND    CLASS I
 DH8561
 DH8561.The horizontal coordinates were established by autonomous hand held GPS
 DH8561.observations and have an estimated accuracy of +/- 10 meters.
 DH8561
 DH8561.The orthometric height was determined by differential leveling and
 DH8561.adjusted by the WI DEPT OF TRANSP
 DH8561.in May 2012.
 DH8561
 DH8561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8561.GEOID18 height accuracy estimate available here.
 DH8561
 DH8561.Click photographs - Photos may exist for this station.
 DH8561
 DH8561.The dynamic height is computed by dividing the NAVD 88
 DH8561.geopotential number by the normal gravity value computed on the
 DH8561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8561.degrees latitude (g = 980.6199 gals.).
 DH8561
 DH8561.The modeled gravity was interpolated from observed gravity values.
 DH8561
 DH8561;                    North         East    Units  Estimated Accuracy
 DH8561;SPC WI S     -   190,820.      650,586.      MT  (+/- 10 meters HH2 GPS)
 DH8561
 DH8561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0889943062(NAD 83)
 DH8561
 DH8561                          SUPERSEDED SURVEY CONTROL
 DH8561
 DH8561  NAVD 88 (04/20/07)  251.267  (m)          824.37   (f) SUPERSEDED  2 1
 DH8561
 DH8561.Superseded values are not recommended for survey control.
 DH8561
 DH8561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8561.See file dsdata.pdf to determine how the superseded data were derived.
 DH8561
 DH8561_MARKER: DD = SURVEY DISK
 DH8561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8561_STAMPING: 3U53 2004
 DH8561_MARK LOGO: WIDT
 DH8561_PROJECTION: FLUSH
 DH8561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8561+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2008
 DH8561
 DH8561  HISTORY     - Date     Condition        Report By
 DH8561  HISTORY     - 2004     MONUMENTED       WIDT
 DH8561  HISTORY     - 20081202 GOOD             WIDT
 DH8561
 DH8561                          STATION DESCRIPTION
 DH8561
 DH8561'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8561'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8561'OF COUNTY HIGHWAY D WITH COUNTY HIGHWAY F ABOUT 3 MI (4.83 KM)
 DH8561'SOUTHWEST OF THE CITY OF MONTELLO, GO SOUTH ON COUNTY HIGHWAY F FOR
 DH8561'2.7 MI (4.35 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8561'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8561'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3
 DH8561'FT) ABOVE THE HIGHWAY PAVEMENT.   THE STATION IS 10.4 M (34.1 FT)
 DH8561'WEST-NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY F, 49.8 M (163.4
 DH8561'FT) NORTH-NORTHEAST OF THE CENTERLINE OF GEM AVENUE, 1.0 M (3.3 FT)
 DH8561'WEST-NORTHWEST OF A WHITE PLASTIC WITNESS POST, 0.9 M (3.0 FT)
 DH8561'SOUTHEAST OF A WHITE PLASTIC WITNESS POST, AND 0.9 M (3.0 FT)
 DH8561'NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DH8561'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8561'HORIZON.
 DH8561
 DH8561                          STATION RECOVERY (2008)
 DH8561
 DH8561'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8560 ***********************************************************************
 DH8560  DESIGNATION -  3U54
 DH8560  PID         -  DH8560
 DH8560  STATE/COUNTY-  WI/MARQUETTE
 DH8560  COUNTRY     -  US
 DH8560  USGS QUAD   -  OBSERVATORY HILL (2018)
 DH8560
 DH8560                         *CURRENT SURVEY CONTROL
 DH8560  ______________________________________________________________________
 DH8560* NAD 83(1986) POSITION- 43 43 55.1    (N) 089 21 55.2    (W)   HD_HELD2
 DH8560* NAVD 88 ORTHO HEIGHT -   259.440 (meters)      851.18  (feet) ADJUSTED
 DH8560  ______________________________________________________________________
 DH8560  GEOID HEIGHT    -        -35.944 (meters)                     GEOID18
 DH8560  DYNAMIC HEIGHT  -        259.378 (meters)      850.98  (feet) COMP
 DH8560  MODELED GRAVITY -    980,373.3   (mgal)                       NAVD 88
 DH8560
 DH8560  VERT ORDER      -  SECOND    CLASS I
 DH8560
 DH8560.The horizontal coordinates were established by autonomous hand held GPS
 DH8560.observations and have an estimated accuracy of +/- 10 meters.
 DH8560
 DH8560.The orthometric height was determined by differential leveling and
 DH8560.adjusted by the WI DEPT OF TRANSP
 DH8560.in May 2012.
 DH8560
 DH8560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8560.GEOID18 height accuracy estimate available here.
 DH8560
 DH8560.Click photographs - Photos may exist for this station.
 DH8560
 DH8560.The dynamic height is computed by dividing the NAVD 88
 DH8560.geopotential number by the normal gravity value computed on the
 DH8560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8560.degrees latitude (g = 980.6199 gals.).
 DH8560
 DH8560.The modeled gravity was interpolated from observed gravity values.
 DH8560
 DH8560;                    North         East    Units  Estimated Accuracy
 DH8560;SPC WI S     -   192,602.      651,130.      MT  (+/- 10 meters HH2 GPS)
 DH8560
 DH8560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0950744823(NAD 83)
 DH8560
 DH8560                          SUPERSEDED SURVEY CONTROL
 DH8560
 DH8560  NAVD 88 (04/20/07)  259.419  (m)          851.11   (f) SUPERSEDED  2 1
 DH8560
 DH8560.Superseded values are not recommended for survey control.
 DH8560
 DH8560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8560.See file dsdata.pdf to determine how the superseded data were derived.
 DH8560
 DH8560_MARKER: DD = SURVEY DISK
 DH8560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8560_STAMPING: 3U54 2004
 DH8560_MARK LOGO: WIDT
 DH8560_PROJECTION: FLUSH
 DH8560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8560+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2008
 DH8560
 DH8560  HISTORY     - Date     Condition        Report By
 DH8560  HISTORY     - 2004     MONUMENTED       WIDT
 DH8560  HISTORY     - 20081202 GOOD             WIDT
 DH8560
 DH8560                          STATION DESCRIPTION
 DH8560
 DH8560'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8560'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8560'OF COUNTY HIGHWAY D WITH COUNTY HIGHWAY F ABOUT 3 MI (4.83 KM)
 DH8560'SOUTHWEST OF THE CITY OF MONTELLO, GO SOUTH ON COUNTY HIGHWAY F FOR
 DH8560'1.6 MI (2.57 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8560'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8560'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8560'THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M (34.1 FT) WEST OF THE
 DH8560'CENTERLINE OF COUNTY HIGHWAY F, 15 M (49.2 FT) NORTHWEST OF THE
 DH8560'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N2554--, 6 M (19.7 FT) EAST
 DH8560'OF A CULTIVATED FIELD, 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS
 DH8560'POST, 0.9 M (3.0 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST, AND
 DH8560'0.9 M (3.0 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DH8560'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8560'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8560
 DH8560                          STATION RECOVERY (2008)
 DH8560
 DH8560'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8560'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.14 MILE NORTH OF
 DH8560'GALE AVENUE AND 20.0 M NORTH OF AN --INTERSECTION AHEAD-- WOOD SIGN
 DH8560'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8559 ***********************************************************************
 DH8559  DESIGNATION -  3U55
 DH8559  PID         -  DH8559
 DH8559  STATE/COUNTY-  WI/MARQUETTE
 DH8559  COUNTRY     -  US
 DH8559  USGS QUAD   -  MONTELLO (2018)
 DH8559
 DH8559                         *CURRENT SURVEY CONTROL
 DH8559  ______________________________________________________________________
 DH8559* NAD 83(1986) POSITION- 43 45 06.0    (N) 089 21 20.3    (W)   HD_HELD2
 DH8559* NAVD 88 ORTHO HEIGHT -   253.222 (meters)      830.78  (feet) ADJUSTED
 DH8559  ______________________________________________________________________
 DH8559  GEOID HEIGHT    -        -35.977 (meters)                     GEOID18
 DH8559  DYNAMIC HEIGHT  -        253.162 (meters)      830.58  (feet) COMP
 DH8559  MODELED GRAVITY -    980,374.8   (mgal)                       NAVD 88
 DH8559
 DH8559  VERT ORDER      -  SECOND    CLASS I
 DH8559
 DH8559.The horizontal coordinates were established by autonomous hand held GPS
 DH8559.observations and have an estimated accuracy of +/- 10 meters.
 DH8559
 DH8559.The orthometric height was determined by differential leveling and
 DH8559.adjusted by the WI DEPT OF TRANSP
 DH8559.in May 2012.
 DH8559
 DH8559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8559.GEOID18 height accuracy estimate available here.
 DH8559
 DH8559.Click photographs - Photos may exist for this station.
 DH8559
 DH8559.The dynamic height is computed by dividing the NAVD 88
 DH8559.geopotential number by the normal gravity value computed on the
 DH8559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8559.degrees latitude (g = 980.6199 gals.).
 DH8559
 DH8559.The modeled gravity was interpolated from observed gravity values.
 DH8559
 DH8559;                    North         East    Units  Estimated Accuracy
 DH8559;SPC WI S     -   194,796.      651,894.      MT  (+/- 10 meters HH2 GPS)
 DH8559
 DH8559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1035046988(NAD 83)
 DH8559
 DH8559                          SUPERSEDED SURVEY CONTROL
 DH8559
 DH8559  NAVD 88 (04/20/07)  253.201  (m)          830.71   (f) SUPERSEDED  2 1
 DH8559
 DH8559.Superseded values are not recommended for survey control.
 DH8559
 DH8559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8559.See file dsdata.pdf to determine how the superseded data were derived.
 DH8559
 DH8559_MARKER: DD = SURVEY DISK
 DH8559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8559_STAMPING: 3U55 2004
 DH8559_MARK LOGO: WIDT
 DH8559_PROJECTION: FLUSH
 DH8559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8559+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DH8559
 DH8559  HISTORY     - Date     Condition        Report By
 DH8559  HISTORY     - 2004     MONUMENTED       WIDT
 DH8559  HISTORY     - 20100517 GOOD             WIDT
 DH8559
 DH8559                          STATION DESCRIPTION
 DH8559
 DH8559'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8559'OWNERSHIP--MARQUETTE COUNTY.  THE STATION IS LOCATED AT THE
 DH8559'INTERSECTION OF COUNTY HIGHWAY F AND COUNTY HIGHWAY D IN THE EAST
 DH8559'CORNER.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8559'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8559'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8559'THE STATION IS 11.3 M (37.1 FT) NORTH OF THE CENTERLINE OF COUNTY
 DH8559'HIGHWAY F, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8559'D, AND 0.9 M (3.0 FT) NORTH, SOUTH AND EAST OF THREE WHITE PLASTIC
 DH8559'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8559'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8559
 DH8559                          STATION RECOVERY (2010)
 DH8559
 DH8559'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8559'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS LOCATED IN THE ANGLE
 DH8559'FORMED BY COUNTY HIGHWAY F SOUTH AND EAST WITH COUNTY HIGHWAY D WEST
 DH8559'AND IS 14.8 M EAST OF A --COUNTY F CURVING LEFT, COUNTY D RIGHT-- WOOD
 DH8559'SIGN POST.  THE MONUMENT IS RECESSED 12 CM BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8558 ***********************************************************************
 DH8558  DESIGNATION -  3U56
 DH8558  PID         -  DH8558
 DH8558  STATE/COUNTY-  WI/MARQUETTE
 DH8558  COUNTRY     -  US
 DH8558  USGS QUAD   -  MONTELLO (2018)
 DH8558
 DH8558                         *CURRENT SURVEY CONTROL
 DH8558  ______________________________________________________________________
 DH8558* NAD 83(1986) POSITION- 43 45 48.8    (N) 089 20 34.4    (W)   HD_HELD2
 DH8558* NAVD 88 ORTHO HEIGHT -   255.679 (meters)      838.84  (feet) ADJUSTED
 DH8558  ______________________________________________________________________
 DH8558  GEOID HEIGHT    -        -36.002 (meters)                     GEOID18
 DH8558  DYNAMIC HEIGHT  -        255.618 (meters)      838.64  (feet) COMP
 DH8558  MODELED GRAVITY -    980,375.4   (mgal)                       NAVD 88
 DH8558
 DH8558  VERT ORDER      -  SECOND    CLASS I
 DH8558
 DH8558.The horizontal coordinates were established by autonomous hand held GPS
 DH8558.observations and have an estimated accuracy of +/- 10 meters.
 DH8558
 DH8558.The orthometric height was determined by differential leveling and
 DH8558.adjusted by the WI DEPT OF TRANSP
 DH8558.in May 2012.
 DH8558
 DH8558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8558.GEOID18 height accuracy estimate available here.
 DH8558
 DH8558.Click photographs - Photos may exist for this station.
 DH8558
 DH8558.The dynamic height is computed by dividing the NAVD 88
 DH8558.geopotential number by the normal gravity value computed on the
 DH8558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8558.degrees latitude (g = 980.6199 gals.).
 DH8558
 DH8558.The modeled gravity was interpolated from observed gravity values.
 DH8558
 DH8558;                    North         East    Units  Estimated Accuracy
 DH8558;SPC WI S     -   196,125.      652,910.      MT  (+/- 10 meters HH2 GPS)
 DH8558
 DH8558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1141448279(NAD 83)
 DH8558
 DH8558                          SUPERSEDED SURVEY CONTROL
 DH8558
 DH8558  NAVD 88 (04/20/07)  255.657  (m)          838.77   (f) SUPERSEDED  2 1
 DH8558
 DH8558.Superseded values are not recommended for survey control.
 DH8558
 DH8558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8558.See file dsdata.pdf to determine how the superseded data were derived.
 DH8558
 DH8558_MARKER: DD = SURVEY DISK
 DH8558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8558_STAMPING: 3U56 2004
 DH8558_MARK LOGO: WIDT
 DH8558_PROJECTION: FLUSH
 DH8558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8558+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DH8558
 DH8558  HISTORY     - Date     Condition        Report By
 DH8558  HISTORY     - 2004     MONUMENTED       WIDT
 DH8558  HISTORY     - 20100517 GOOD             WIDT
 DH8558
 DH8558                          STATION DESCRIPTION
 DH8558
 DH8558'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8558'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8558'OF STATE HIGHWAY 22 WITH COUNTY HIGHWAY F IN THE CITY OF MONTELLO, GO
 DH8558'SOUTH ON COUNTY HIGHWAY F FOR 1.4 MI (2.25 KM) TO THE STATION ON THE
 DH8558'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8558'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8558'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8558'STATION IS 9.2 M (30.2 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DH8558'HIGHWAY F, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DH8558'(3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST, 0.9 M (3.0 FT)
 DH8558'NORTHWEST OF A WHITE PLASTIC WITNESS POST, AND 0.6 M (2.0 FT)
 DH8558'SOUTHEAST OF A BARBED WIRE FENCE.  ---NOTE---THIS STATION HAS NO
 DH8558'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8558'HORIZON.
 DH8558
 DH8558                          STATION RECOVERY (2010)
 DH8558
 DH8558'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8558'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.25 MILE SOUTHWEST
 DH8558'OF COUNTY HIGHWAY XX, 71 M NORTH-NORTHEAST OF A --TRACTOR CROSSING--
 DH8558'SIGN POST, AND 39.0 M SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL
 DH8558'--1049-LP-3-- WHICH IS ADJACENT TO STAINLESS STEEL CANISTER
 DH8558'--R3-4SW--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8594 ***********************************************************************
 DH8594  DESIGNATION -  3U57
 DH8594  PID         -  DH8594
 DH8594  STATE/COUNTY-  WI/MARQUETTE
 DH8594  COUNTRY     -  US
 DH8594  USGS QUAD   -  MONTELLO (2018)
 DH8594
 DH8594                         *CURRENT SURVEY CONTROL
 DH8594  ______________________________________________________________________
 DH8594* NAD 83(1986) POSITION- 43 47 08.2    (N) 089 19 34.2    (W)   HD_HELD2
 DH8594* NAVD 88 ORTHO HEIGHT -   237.417 (meters)      778.93  (feet) ADJUSTED
 DH8594  ______________________________________________________________________
 DH8594  GEOID HEIGHT    -        -36.040 (meters)                     GEOID18
 DH8594  DYNAMIC HEIGHT  -        237.361 (meters)      778.74  (feet) COMP
 DH8594  MODELED GRAVITY -    980,376.9   (mgal)                       NAVD 88
 DH8594
 DH8594  VERT ORDER      -  SECOND    CLASS I
 DH8594
 DH8594.The horizontal coordinates were established by autonomous hand held GPS
 DH8594.observations and have an estimated accuracy of +/- 10 meters.
 DH8594
 DH8594.The orthometric height was determined by differential leveling and
 DH8594.adjusted by the WI DEPT OF TRANSP
 DH8594.in May 2012.
 DH8594
 DH8594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8594.GEOID18 height accuracy estimate available here.
 DH8594
 DH8594.Click photographs - Photos may exist for this station.
 DH8594
 DH8594.The dynamic height is computed by dividing the NAVD 88
 DH8594.geopotential number by the normal gravity value computed on the
 DH8594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8594.degrees latitude (g = 980.6199 gals.).
 DH8594
 DH8594.The modeled gravity was interpolated from observed gravity values.
 DH8594
 DH8594;                    North         East    Units  Estimated Accuracy
 DH8594;SPC WI S     -   198,586.      654,237.      MT  (+/- 10 meters HH2 GPS)
 DH8594
 DH8594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1282950691(NAD 83)
 DH8594
 DH8594                          SUPERSEDED SURVEY CONTROL
 DH8594
 DH8594  NAVD 88 (04/20/07)  237.395  (m)          778.85   (f) SUPERSEDED  2 1
 DH8594
 DH8594.Superseded values are not recommended for survey control.
 DH8594
 DH8594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8594.See file dsdata.pdf to determine how the superseded data were derived.
 DH8594
 DH8594_MARKER: DD = SURVEY DISK
 DH8594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8594_SP_SET: BRIDGE WINGWALL
 DH8594_STAMPING: 3U57 2004
 DH8594_MARK LOGO: WIDT
 DH8594_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8594+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH8594
 DH8594  HISTORY     - Date     Condition        Report By
 DH8594  HISTORY     - 2004     MONUMENTED       WIDT
 DH8594  HISTORY     - 20081202 GOOD             WIDT
 DH8594
 DH8594                          STATION DESCRIPTION
 DH8594
 DH8594'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8594'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8594'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 (MAIN STREET) AND COUNTY
 DH8594'HIGHWAY C WITH STATE HIGHWAY 22 SOUTH IN THE CITY OF MONTELLO, GO
 DH8594'SOUTH ON STATE HIGHWAY 23 (MAIN STREET) FOR 0.4 MI (0.64 KM) TO THE
 DH8594'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8594'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8594'EASTERNMOST PART OF THE NORTHERN WINGWALL OF A BRIDGE ABOUT LEVEL WITH
 DH8594'THE HIGHWAY PAVEMENT.  THE STATION IS 10.8 M (35.4 FT) WEST OF THE
 DH8594'CENTERLINE OF STATE HIGHWAY 23 (MAIN STREET) AND 3.4 M (11.2 FT) WEST
 DH8594'OF A WOOD POST FOR A --FOX RIVER-- SIGN.  ---NOTE---THIS STATION IS
 DH8594'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE POWERLINES DIRECTLY
 DH8594'ABOVE.
 DH8594
 DH8594                          STATION RECOVERY (2008)
 DH8594
 DH8594'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8594'RECOVERED IN GOOD CONDITION.  A CORRECTED DESCRIPTION FOLLOWS.  TO
 DH8594'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 (MONTELLO
 DH8594'STREET, NOT MAIN STREET) WITH STATE HIGHWAY 22 SOUTH (MAIN STREET) IN
 DH8594'THE CITY OF MONTELLO, GO SOUTH ON STATE HIGHWAY 22 (NOT STATE HIGHWAY
 DH8594'23) FOR 0.4 MI TO THE STATION IN THE NORTHWEST WING WALL OF THE BRIDGE
 DH8594'OVER THE FOX RIVER ON THE RIGHT.
 DH8594'THE STATION IS 10.8 M (35.4 FT) WEST OF THE CENTERLINE OF STATE
 DH8594'HIGHWAY 22 (NOT STATE HIGHWAY 23) AND 3.4 M WEST OF A WOOD POST FOR A
 DH8594'--FOX RIVER-- SIGN.  ADD-- THE STATION IS 22.5 M SOUTH OF THE EXTENDED
 DH8594'CENTERLINE OF ISLAND DRIVE AND 0.3 M NORTH OF THE NORTH END OF THE
 DH8594'WEST BRIDGE PARAPET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8557 ***********************************************************************
 DH8557  DESIGNATION -  3U58
 DH8557  PID         -  DH8557
 DH8557  STATE/COUNTY-  WI/MARQUETTE
 DH8557  COUNTRY     -  US
 DH8557  USGS QUAD   -  MONTELLO (2018)
 DH8557
 DH8557                         *CURRENT SURVEY CONTROL
 DH8557  ______________________________________________________________________
 DH8557* NAD 83(1986) POSITION- 43 47 51.8    (N) 089 18 14.5    (W)   HD_HELD2
 DH8557* NAVD 88 ORTHO HEIGHT -   259.816 (meters)      852.41  (feet) ADJUSTED
 DH8557  ______________________________________________________________________
 DH8557  GEOID HEIGHT    -        -36.066 (meters)                     GEOID18
 DH8557  DYNAMIC HEIGHT  -        259.755 (meters)      852.21  (feet) COMP
 DH8557  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 DH8557
 DH8557  VERT ORDER      -  SECOND    CLASS I
 DH8557
 DH8557.The horizontal coordinates were established by autonomous hand held GPS
 DH8557.observations and have an estimated accuracy of +/- 10 meters.
 DH8557
 DH8557.The orthometric height was determined by differential leveling and
 DH8557.adjusted by the WI DEPT OF TRANSP
 DH8557.in May 2012.
 DH8557
 DH8557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8557.GEOID18 height accuracy estimate available here.
 DH8557
 DH8557.Click photographs - Photos may exist for this station.
 DH8557
 DH8557.The dynamic height is computed by dividing the NAVD 88
 DH8557.geopotential number by the normal gravity value computed on the
 DH8557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8557.degrees latitude (g = 980.6199 gals.).
 DH8557
 DH8557.The modeled gravity was interpolated from observed gravity values.
 DH8557
 DH8557;                    North         East    Units  Estimated Accuracy
 DH8557;SPC WI S     -   199,946.      656,007.      MT  (+/- 10 meters HH2 GPS)
 DH8557
 DH8557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1464851986(NAD 83)
 DH8557
 DH8557                          SUPERSEDED SURVEY CONTROL
 DH8557
 DH8557  NAVD 88 (04/20/07)  259.794  (m)          852.34   (f) SUPERSEDED  2 1
 DH8557
 DH8557.Superseded values are not recommended for survey control.
 DH8557
 DH8557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8557.See file dsdata.pdf to determine how the superseded data were derived.
 DH8557
 DH8557_MARKER: DD = SURVEY DISK
 DH8557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8557_STAMPING: 3U58 2004
 DH8557_MARK LOGO: WIDT
 DH8557_PROJECTION: FLUSH
 DH8557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8557+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DH8557
 DH8557  HISTORY     - Date     Condition        Report By
 DH8557  HISTORY     - 2004     MONUMENTED       WIDT
 DH8557  HISTORY     - 20100517 GOOD             WIDT
 DH8557
 DH8557                          STATION DESCRIPTION
 DH8557
 DH8557'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8557'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8557'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND COUNTY HIGHWAY C
 DH8557'WITH STATE HIGHWAY 22 NORTH IN THE CITY OF MONTELLO, GO NORTH ON STATE
 DH8557'HIGHWAY 23 FOR 1.0 MI (1.61 KM) TO THE STATION ON THE RIGHT.   THE
 DH8557'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8557'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8557'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8557'10.9 M (35.8 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 23, 5 M
 DH8557'(16.4 FT) NORTHWEST OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) WEST,
 DH8557'NORTH, AND SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DH8557'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8557'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8557
 DH8557                          STATION RECOVERY (2010)
 DH8557
 DH8557'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8557'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.21 MILE NORTHEAST
 DH8557'OF 16TH ROAD, APPROXIMATELY 114 M SOUTHWEST OF A --LEFT ARROW-- SIGN,
 DH8557'AND ACROSS THE HIGHWAY FROM THE SECOND STEEL REFLECTOR POST FROM THE
 DH8557'SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8556 ***********************************************************************
 DH8556  DESIGNATION -  3U59
 DH8556  PID         -  DH8556
 DH8556  STATE/COUNTY-  WI/MARQUETTE
 DH8556  COUNTRY     -  US
 DH8556  USGS QUAD   -  MONTELLO (2018)
 DH8556
 DH8556                         *CURRENT SURVEY CONTROL
 DH8556  ______________________________________________________________________
 DH8556* NAD 83(1986) POSITION- 43 48 55.4    (N) 089 16 21.3    (W)   HD_HELD2
 DH8556* NAVD 88 ORTHO HEIGHT -   255.243 (meters)      837.41  (feet) ADJUSTED
 DH8556  ______________________________________________________________________
 DH8556  GEOID HEIGHT    -        -36.095 (meters)                     GEOID18
 DH8556  DYNAMIC HEIGHT  -        255.185 (meters)      837.22  (feet) COMP
 DH8556  MODELED GRAVITY -    980,383.4   (mgal)                       NAVD 88
 DH8556
 DH8556  VERT ORDER      -  SECOND    CLASS I
 DH8556
 DH8556.The horizontal coordinates were established by autonomous hand held GPS
 DH8556.observations and have an estimated accuracy of +/- 10 meters.
 DH8556
 DH8556.The orthometric height was determined by differential leveling and
 DH8556.adjusted by the WI DEPT OF TRANSP
 DH8556.in May 2012.
 DH8556
 DH8556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8556.GEOID18 height accuracy estimate available here.
 DH8556
 DH8556.Click photographs - Photos may exist for this station.
 DH8556
 DH8556.The dynamic height is computed by dividing the NAVD 88
 DH8556.geopotential number by the normal gravity value computed on the
 DH8556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8556.degrees latitude (g = 980.6199 gals.).
 DH8556
 DH8556.The modeled gravity was interpolated from observed gravity values.
 DH8556
 DH8556;                    North         East    Units  Estimated Accuracy
 DH8556;SPC WI S     -   201,931.      658,521.      MT  (+/- 10 meters HH2 GPS)
 DH8556
 DH8556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1723153878(NAD 83)
 DH8556
 DH8556                          SUPERSEDED SURVEY CONTROL
 DH8556
 DH8556  NAVD 88 (04/20/07)  255.221  (m)          837.34   (f) SUPERSEDED  2 1
 DH8556
 DH8556.Superseded values are not recommended for survey control.
 DH8556
 DH8556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8556.See file dsdata.pdf to determine how the superseded data were derived.
 DH8556
 DH8556_MARKER: DD = SURVEY DISK
 DH8556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8556_STAMPING: 3U59 2004
 DH8556_MARK LOGO: WIDT
 DH8556_PROJECTION: FLUSH
 DH8556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8556+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DH8556
 DH8556  HISTORY     - Date     Condition        Report By
 DH8556  HISTORY     - 2004     MONUMENTED       WIDT
 DH8556  HISTORY     - 20100517 GOOD             WIDT
 DH8556
 DH8556                          STATION DESCRIPTION
 DH8556
 DH8556'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8556'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8556'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND COUNTY HIGHWAY C
 DH8556'WITH STATE HIGHWAY 22 NORTH IN THE CITY OF MONTELLO, GO NORTH ON STATE
 DH8556'HIGHWAY 23 FOR 3.0 MI (4.83 KM) TO THE STATION ON THE RIGHT.   THE
 DH8556'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8556'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8556'CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8556'STATION IS 15.0 M (49.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE
 DH8556'HIGHWAY 23, 4 M (13.1 FT) NORTH-NORTHWEST OF A CULTIVATED FIELD, 1.0 M
 DH8556'(3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST, 0.9 M (3.0 FT)
 DH8556'SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST, AND 0.9 M (3.0 FT)
 DH8556'NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8556'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8556'ABOVE THE HORIZON.
 DH8556
 DH8556                          STATION RECOVERY (2010)
 DH8556
 DH8556'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8556'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.44 MILE SOUTHWEST
 DH8556'OF 16TH ROAD, 0.24 MILE NORTHEAST OF 17TH DRIVE, APPROXIMATELY 116 M
 DH8556'NORTHEAST OF TELEPHONE PEDESTAL --65-4--, AND 57 M NORTHEAST OF A
 DH8556'60-CM DIAMETER CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8593 ***********************************************************************
 DH8593  DESIGNATION -  3U60
 DH8593  PID         -  DH8593
 DH8593  STATE/COUNTY-  WI/MARQUETTE
 DH8593  COUNTRY     -  US
 DH8593  USGS QUAD   -  MONTELLO (2018)
 DH8593
 DH8593                         *CURRENT SURVEY CONTROL
 DH8593  ______________________________________________________________________
 DH8593* NAD 83(1986) POSITION- 43 50 16.6    (N) 089 15 46.0    (W)   HD_HELD2
 DH8593* NAVD 88 ORTHO HEIGHT -   241.832 (meters)      793.41  (feet) ADJUSTED
 DH8593  ______________________________________________________________________
 DH8593  GEOID HEIGHT    -        -36.113 (meters)                     GEOID18
 DH8593  DYNAMIC HEIGHT  -        241.778 (meters)      793.23  (feet) COMP
 DH8593  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 DH8593
 DH8593  VERT ORDER      -  SECOND    CLASS I
 DH8593
 DH8593.The horizontal coordinates were established by autonomous hand held GPS
 DH8593.observations and have an estimated accuracy of +/- 10 meters.
 DH8593
 DH8593.The orthometric height was determined by differential leveling and
 DH8593.adjusted by the WI DEPT OF TRANSP
 DH8593.in May 2012.
 DH8593
 DH8593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8593.GEOID18 height accuracy estimate available here.
 DH8593
 DH8593.Click photographs - Photos may exist for this station.
 DH8593
 DH8593.The dynamic height is computed by dividing the NAVD 88
 DH8593.geopotential number by the normal gravity value computed on the
 DH8593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8593.degrees latitude (g = 980.6199 gals.).
 DH8593
 DH8593.The modeled gravity was interpolated from observed gravity values.
 DH8593
 DH8593;                    North         East    Units  Estimated Accuracy
 DH8593;SPC WI S     -   204,444.      659,287.      MT  (+/- 10 meters HH2 GPS)
 DH8593
 DH8593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1808856362(NAD 83)
 DH8593
 DH8593                          SUPERSEDED SURVEY CONTROL
 DH8593
 DH8593  NAVD 88 (04/20/07)  241.810  (m)          793.34   (f) SUPERSEDED  2 1
 DH8593
 DH8593.Superseded values are not recommended for survey control.
 DH8593
 DH8593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8593.See file dsdata.pdf to determine how the superseded data were derived.
 DH8593
 DH8593_MARKER: DD = SURVEY DISK
 DH8593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8593_STAMPING: 3U60 2004
 DH8593_MARK LOGO: WIDT
 DH8593_PROJECTION: FLUSH
 DH8593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8593+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DH8593
 DH8593  HISTORY     - Date     Condition        Report By
 DH8593  HISTORY     - 2004     MONUMENTED       WIDT
 DH8593  HISTORY     - 20100517 GOOD             WIDT
 DH8593
 DH8593                          STATION DESCRIPTION
 DH8593
 DH8593'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8593'OWNERSHIP--TOWN OF SHIELDS.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8593'STATE HIGHWAY 23 WITH COUNTY HIGHWAY NORTH ABOUT 4 MI (6.44 KM)
 DH8593'NORTHEAST OF THE CITY OF MONTELLO, GO SOUTHEAST ON STATE HIGHWAY 23
 DH8593'FOR 0.2 MI (0.32 KM) TO 18TH ROAD, TURN RIGHT AND GO NORTHWEST ON 18TH
 DH8593'ROAD FOR 1.4 MI (2.25 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 DH8593'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8593'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH8593'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.3 M (24.0 FT)
 DH8593'NORTHEAST OF THE CENTERLINE OF 18TH ROAD, 37.4 M (122.7 FT) EAST OF
 DH8593'THE POWERPOLE, 1 M (3.3 FT) SOUTHWEST OF A CULTIVATED FIELD, AND 1.0 M
 DH8593'(3.3 FT) SOUTHWEST, NORTHWEST, AND SOUTHEAST OF THREE WHITE PLASTIC
 DH8593'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8593'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8593
 DH8593                          STATION RECOVERY (2010)
 DH8593
 DH8593'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8593'RECOVERED IN GOOD CONDION.  CORRECTIONS TO THE 2004 DESCRIPTION---
 DH8593'FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY N, GO
 DH8593'SOUTHWEST (NOT SOUTHEAST) ON STATE HIGHWAY 23 FOR 0.2 MILE TO 18TH
 DH8593'ROAD AND THE STATION IS 1.50 MILE (NOT 1.4 MILE) NORTHWEST OF STATE
 DH8593'HIGHWAY 23.
 DH8593'ADD---THE STATION IS 0.6 MILE NORTHWEST OF 18TH LANE, APPROXIMATELY 85
 DH8593'M NORTHWEST OF PRIVATE ENTRANCE --N5452--, 50.5 M NORTHWEST OF GREEN
 DH8593'ELECTRICAL BOX --T13639--, AND 20.5 M NORTH OF A WHITE --CONSERVATION
 DH8593'EASEMENT BOUNDARY-- SIGN ON A STEEL POST.  NOTE---THE POWER POLE IN
 DH8593'THE 2004 DESCRIPTION HAS ONE GUY WIRE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8592 ***********************************************************************
 DH8592  DESIGNATION -  3U61
 DH8592  PID         -  DH8592
 DH8592  STATE/COUNTY-  WI/MARQUETTE
 DH8592  COUNTRY     -  US
 DH8592  USGS QUAD   -  MONTELLO (2018)
 DH8592
 DH8592                         *CURRENT SURVEY CONTROL
 DH8592  ______________________________________________________________________
 DH8592* NAD 83(1986) POSITION- 43 51 41.0    (N) 089 19 25.6    (W)   HD_HELD2
 DH8592* NAVD 88 ORTHO HEIGHT -   258.214 (meters)      847.16  (feet) ADJUSTED
 DH8592  ______________________________________________________________________
 DH8592  GEOID HEIGHT    -        -36.083 (meters)                     GEOID18
 DH8592  DYNAMIC HEIGHT  -        258.157 (meters)      846.97  (feet) COMP
 DH8592  MODELED GRAVITY -    980,390.6   (mgal)                       NAVD 88
 DH8592
 DH8592  VERT ORDER      -  SECOND    CLASS I
 DH8592
 DH8592.The horizontal coordinates were established by autonomous hand held GPS
 DH8592.observations and have an estimated accuracy of +/- 10 meters.
 DH8592
 DH8592.The orthometric height was determined by differential leveling and
 DH8592.adjusted by the WI DEPT OF TRANSP
 DH8592.in May 2012.
 DH8592
 DH8592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8592.GEOID18 height accuracy estimate available here.
 DH8592
 DH8592.Click photographs - Photos may exist for this station.
 DH8592
 DH8592.The dynamic height is computed by dividing the NAVD 88
 DH8592.geopotential number by the normal gravity value computed on the
 DH8592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8592.degrees latitude (g = 980.6199 gals.).
 DH8592
 DH8592.The modeled gravity was interpolated from observed gravity values.
 DH8592
 DH8592;                    North         East    Units  Estimated Accuracy
 DH8592;SPC WI S     -   207,007.      654,361.      MT  (+/- 10 meters HH2 GPS)
 DH8592
 DH8592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1325759102(NAD 83)
 DH8592
 DH8592                          SUPERSEDED SURVEY CONTROL
 DH8592
 DH8592  NAVD 88 (04/20/07)  258.193  (m)          847.09   (f) SUPERSEDED  2 1
 DH8592
 DH8592.Superseded values are not recommended for survey control.
 DH8592
 DH8592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8592.See file dsdata.pdf to determine how the superseded data were derived.
 DH8592
 DH8592_MARKER: DD = SURVEY DISK
 DH8592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8592_STAMPING: 3U61 2004
 DH8592_MARK LOGO: WIDT
 DH8592_PROJECTION: FLUSH
 DH8592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8592+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DH8592
 DH8592  HISTORY     - Date     Condition        Report By
 DH8592  HISTORY     - 2004     MONUMENTED       WIDT
 DH8592  HISTORY     - 20100518 GOOD             WIDT
 DH8592
 DH8592                          STATION DESCRIPTION
 DH8592
 DH8592'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8592'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8592'OF STATE HIGHWAY 22 WITH COUNTY HIGHWAY J ABOUT 4 MI (6.44 KM) NORTH
 DH8592'OF THE CITY OF MONTELLO, GO WEST ON COUNTY HIGHWAY J FOR 0.9 MI (1.45
 DH8592'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8592'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8592'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW
 DH8592'THE HIGHWAY PAVEMENT.  THE STATION IS 9.9 M (32.5 FT) SOUTH OF THE
 DH8592'CENTERLINE OF COUNTY HIGHWAY J, 48 M (157.5 FT) EAST OF THE CENTERLINE
 DH8592'OF 15TH STREET, 13 M (42.7 FT) EAST OF THE EXTENDED CENTERLINE OF
 DH8592'PRIVATE ENTRANCE --W3248--, 1.2 M (3.9 FT) NORTH OF A BARBED WIRE
 DH8592'FENCE, 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DH8592'(3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT)
 DH8592'NORTHWEST OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION
 DH8592'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH8592'HORIZON.
 DH8592
 DH8592                          STATION RECOVERY (2010)
 DH8592
 DH8592'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8591 ***********************************************************************
 DH8591  DESIGNATION -  3U62
 DH8591  PID         -  DH8591
 DH8591  STATE/COUNTY-  WI/MARQUETTE
 DH8591  COUNTRY     -  US
 DH8591  USGS QUAD   -  GERMANIA (2018)
 DH8591
 DH8591                         *CURRENT SURVEY CONTROL
 DH8591  ______________________________________________________________________
 DH8591* NAD 83(1986) POSITION- 43 53 18.5    (N) 089 21 26.6    (W)   HD_HELD2
 DH8591* NAVD 88 ORTHO HEIGHT -   259.865 (meters)      852.57  (feet) ADJUSTED
 DH8591  ______________________________________________________________________
 DH8591  GEOID HEIGHT    -        -36.063 (meters)                     GEOID18
 DH8591  DYNAMIC HEIGHT  -        259.808 (meters)      852.39  (feet) COMP
 DH8591  MODELED GRAVITY -    980,395.7   (mgal)                       NAVD 88
 DH8591
 DH8591  VERT ORDER      -  SECOND    CLASS I
 DH8591
 DH8591.The horizontal coordinates were established by autonomous hand held GPS
 DH8591.observations and have an estimated accuracy of +/- 10 meters.
 DH8591
 DH8591.The orthometric height was determined by differential leveling and
 DH8591.adjusted by the WI DEPT OF TRANSP
 DH8591.in May 2012.
 DH8591
 DH8591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8591.GEOID18 height accuracy estimate available here.
 DH8591
 DH8591.Click photographs - Photos may exist for this station.
 DH8591
 DH8591.The dynamic height is computed by dividing the NAVD 88
 DH8591.geopotential number by the normal gravity value computed on the
 DH8591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8591.degrees latitude (g = 980.6199 gals.).
 DH8591
 DH8591.The modeled gravity was interpolated from observed gravity values.
 DH8591
 DH8591;                    North         East    Units  Estimated Accuracy
 DH8591;SPC WI S     -   209,994.      651,636.      MT  (+/- 10 meters HH2 GPS)
 DH8591
 DH8591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1064262187(NAD 83)
 DH8591
 DH8591                          SUPERSEDED SURVEY CONTROL
 DH8591
 DH8591  NAVD 88 (04/20/07)  259.844  (m)          852.50   (f) SUPERSEDED  2 1
 DH8591
 DH8591.Superseded values are not recommended for survey control.
 DH8591
 DH8591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8591.See file dsdata.pdf to determine how the superseded data were derived.
 DH8591
 DH8591_MARKER: DD = SURVEY DISK
 DH8591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8591_STAMPING: 3U62 2004
 DH8591_MARK LOGO: WIDT
 DH8591_PROJECTION: FLUSH
 DH8591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8591+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DH8591
 DH8591  HISTORY     - Date     Condition        Report By
 DH8591  HISTORY     - 2004     MONUMENTED       WIDT
 DH8591  HISTORY     - 20100518 GOOD             WIDT
 DH8591
 DH8591                          STATION DESCRIPTION
 DH8591
 DH8591'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8591'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8591'OF STATE HIGHWAY 22 WITH COUNTY HIGHWAY J ABOUT 4 MI (6.44 KM) NORTH
 DH8591'OF THE CITY OF MONTELLO, GO WEST ON COUNTY HIGHWAY J FOR 2.6 MI (4.18
 DH8591'KM) TO COUNTY HIGHWAY Y, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY Y
 DH8591'FOR 1.5 MI (2.41 KM) TO 12TH ROAD ON THE LFET, CONTINUE NORTH ON
 DH8591'COUNTY HIGHWAY Y FOR 0.1 MI (0.16 KM) TO THE STATION ON THE LEFT.  THE
 DH8591'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8591'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8591'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8591'7.3 M (24.0 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY Y, 30 M (98.4
 DH8591'FT) SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N6858--, 1
 DH8591'M (3.3 FT) EAST OF A CULTIVATED FIELD, 1.0 M (3.3 FT) WEST OF A WHITE
 DH8591'PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC
 DH8591'WITNESS POST AND 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS
 DH8591'POST.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8591'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8591
 DH8591                          STATION RECOVERY (2010)
 DH8591
 DH8591'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8591'RECOVERED IN GOOD CONDITION.  NOTE---TREES TO THE EAST EXTEND TO 40
 DH8591'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8590 ***********************************************************************
 DH8590  DESIGNATION -  3U63
 DH8590  PID         -  DH8590
 DH8590  STATE/COUNTY-  WI/MARQUETTE
 DH8590  COUNTRY     -  US
 DH8590  USGS QUAD   -  WESTFIELD EAST (2018)
 DH8590
 DH8590                         *CURRENT SURVEY CONTROL
 DH8590  ______________________________________________________________________
 DH8590* NAD 83(1986) POSITION- 43 53 52.8    (N) 089 24 28.4    (W)   HD_HELD2
 DH8590* NAVD 88 ORTHO HEIGHT -   252.014 (meters)      826.82  (feet) ADJUSTED
 DH8590  ______________________________________________________________________
 DH8590  GEOID HEIGHT    -        -36.015 (meters)                     GEOID18
 DH8590  DYNAMIC HEIGHT  -        251.960 (meters)      826.64  (feet) COMP
 DH8590  MODELED GRAVITY -    980,398.8   (mgal)                       NAVD 88
 DH8590
 DH8590  VERT ORDER      -  SECOND    CLASS I
 DH8590
 DH8590.The horizontal coordinates were established by autonomous hand held GPS
 DH8590.observations and have an estimated accuracy of +/- 10 meters.
 DH8590
 DH8590.The orthometric height was determined by differential leveling and
 DH8590.adjusted by the WI DEPT OF TRANSP
 DH8590.in May 2012.
 DH8590
 DH8590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8590.GEOID18 height accuracy estimate available here.
 DH8590
 DH8590.Click photographs - Photos may exist for this station.
 DH8590
 DH8590.The dynamic height is computed by dividing the NAVD 88
 DH8590.geopotential number by the normal gravity value computed on the
 DH8590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8590.degrees latitude (g = 980.6199 gals.).
 DH8590
 DH8590.The modeled gravity was interpolated from observed gravity values.
 DH8590
 DH8590;                    North         East    Units  Estimated Accuracy
 DH8590;SPC WI S     -   211,023.      647,570.      MT  (+/- 10 meters HH2 GPS)
 DH8590
 DH8590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0661663362(NAD 83)
 DH8590
 DH8590                          SUPERSEDED SURVEY CONTROL
 DH8590
 DH8590  NAVD 88 (04/20/07)  251.993  (m)          826.75   (f) SUPERSEDED  2 1
 DH8590
 DH8590.Superseded values are not recommended for survey control.
 DH8590
 DH8590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8590.See file dsdata.pdf to determine how the superseded data were derived.
 DH8590
 DH8590_MARKER: DD = SURVEY DISK
 DH8590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8590_STAMPING: 3U63 2004
 DH8590_MARK LOGO: WIDT
 DH8590_PROJECTION: FLUSH
 DH8590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8590+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DH8590
 DH8590  HISTORY     - Date     Condition        Report By
 DH8590  HISTORY     - 2004     MONUMENTED       WIDT
 DH8590  HISTORY     - 20100518 GOOD             WIDT
 DH8590
 DH8590                          STATION DESCRIPTION
 DH8590
 DH8590'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8590'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8590'OF COUNTY HIGHWAY EAST AND COUNTY HIGHWAY B NORTH WITH COUNTY HIGHWAY
 DH8590'B SOUTH ABOUT 4 MI (6.44 KM) EAST-NORTHEAST OF THE VILLAGE OF
 DH8590'WESTFIELD, GO EAST ON COUNTY HIGHWAY EAST FOR 0.05 MI (0.08 KM) TO THE
 DH8590'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8590'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8590'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8590'THE STATION IS 8.3 M (27.2 FT) NORTH OF THE CENTERLINE OF COUNTY
 DH8590'HIGHWAY E, 62 M (203.4 FT) EAST OF THE EXTENDED CENTERLINE OF COUNTY
 DH8590'HIGHWAY B SOUTH, 42.6 M (139.8 FT) EAST OF A WOOD POST FOR A --COUNTY
 DH8590'EAST AND COUNTY B-- SIGN, 2 M (6.6 FT) SOUTH OF A FIELD, 1.0 M (3.3
 DH8590'FT) NORTH OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF
 DH8590'A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE
 DH8590'PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH8590'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8590
 DH8590                          STATION RECOVERY (2010)
 DH8590
 DH8590'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8590'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8589 ***********************************************************************
 DH8589  DESIGNATION -  3U64
 DH8589  PID         -  DH8589
 DH8589  STATE/COUNTY-  WI/MARQUETTE
 DH8589  COUNTRY     -  US
 DH8589  USGS QUAD   -  WESTFIELD EAST (2018)
 DH8589
 DH8589                         *CURRENT SURVEY CONTROL
 DH8589  ______________________________________________________________________
 DH8589* NAD 83(1986) POSITION- 43 54 15.8    (N) 089 26 26.5    (W)   HD_HELD2
 DH8589* NAVD 88 ORTHO HEIGHT -   256.188 (meters)      840.51  (feet) ADJUSTED
 DH8589  ______________________________________________________________________
 DH8589  GEOID HEIGHT    -        -35.979 (meters)                     GEOID18
 DH8589  DYNAMIC HEIGHT  -        256.134 (meters)      840.33  (feet) COMP
 DH8589  MODELED GRAVITY -    980,401.1   (mgal)                       NAVD 88
 DH8589
 DH8589  VERT ORDER      -  SECOND    CLASS I
 DH8589
 DH8589.The horizontal coordinates were established by autonomous hand held GPS
 DH8589.observations and have an estimated accuracy of +/- 10 meters.
 DH8589
 DH8589.The orthometric height was determined by differential leveling and
 DH8589.adjusted by the WI DEPT OF TRANSP
 DH8589.in May 2012.
 DH8589
 DH8589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8589.GEOID18 height accuracy estimate available here.
 DH8589
 DH8589.Click photographs - Photos may exist for this station.
 DH8589
 DH8589.The dynamic height is computed by dividing the NAVD 88
 DH8589.geopotential number by the normal gravity value computed on the
 DH8589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8589.degrees latitude (g = 980.6199 gals.).
 DH8589
 DH8589.The modeled gravity was interpolated from observed gravity values.
 DH8589
 DH8589;                    North         East    Units  Estimated Accuracy
 DH8589;SPC WI S     -   211,715.      644,930.      MT  (+/- 10 meters HH2 GPS)
 DH8589
 DH8589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0400364149(NAD 83)
 DH8589
 DH8589                          SUPERSEDED SURVEY CONTROL
 DH8589
 DH8589  NAVD 88 (04/20/07)  256.168  (m)          840.44   (f) SUPERSEDED  2 1
 DH8589
 DH8589.Superseded values are not recommended for survey control.
 DH8589
 DH8589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8589.See file dsdata.pdf to determine how the superseded data were derived.
 DH8589
 DH8589_MARKER: DD = SURVEY DISK
 DH8589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8589_STAMPING: 3U64 2004
 DH8589_MARK LOGO: WIDT
 DH8589_PROJECTION: FLUSH
 DH8589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8589+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DH8589
 DH8589  HISTORY     - Date     Condition        Report By
 DH8589  HISTORY     - 2004     MONUMENTED       WIDT
 DH8589  HISTORY     - 20100518 GOOD             WIDT
 DH8589
 DH8589                          STATION DESCRIPTION
 DH8589
 DH8589'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8589'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8589'OF COUNTY HIGHWAY EAST AND COUNTY HIGHWAY B SOUTH WITH COUNTY HIGHWAY
 DH8589'B NORTH ABOUT 3 MI (4.83 KM) EAST-NORTHEAST OF THE VILLAGE OF
 DH8589'WESTFIELD, GO WEST ON COUNTY HIGHWAY EAST FOR 0.65 MI (1.05 KM) TO 8TH
 DH8589'ROAD ON THE RIGHT AND THE STATION ON THE LEFT.  THE STATION IS A
 DH8589'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8589'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH8589'M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.9 M (25.9 FT)
 DH8589'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY E, 35.3 M (115.8 FT)
 DH8589'SOUTHEAST OF A WOOD POST FOR A --LEFT CURVE AHEAD-- SIGN, 12 M (39.4
 DH8589'FT) WEST OF THE EXTENDED CENTERLINE OF 8TH ROAD, 1 M (3.3 FT) NORTH OF
 DH8589'A CULTIVATED FIELD, 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DH8589'POST, 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0
 DH8589'M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS
 DH8589'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DH8589'ABOVE THE HORIZON.
 DH8589
 DH8589                          STATION RECOVERY (2010)
 DH8589
 DH8589'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8589'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 4.7 M EAST OF THE
 DH8589'CENTERLINE OF A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8588 ***********************************************************************
 DH8588  DESIGNATION -  3U65
 DH8588  PID         -  DH8588
 DH8588  STATE/COUNTY-  WI/MARQUETTE
 DH8588  COUNTRY     -  US
 DH8588  USGS QUAD   -  WESTFIELD EAST (2018)
 DH8588
 DH8588                         *CURRENT SURVEY CONTROL
 DH8588  ______________________________________________________________________
 DH8588* NAD 83(1986) POSITION- 43 53 59.4    (N) 089 28 39.4    (W)   HD_HELD2
 DH8588* NAVD 88 ORTHO HEIGHT -   264.805 (meters)      868.78  (feet) ADJUSTED
 DH8588  ______________________________________________________________________
 DH8588  GEOID HEIGHT    -        -35.936 (meters)                     GEOID18
 DH8588  DYNAMIC HEIGHT  -        264.748 (meters)      868.59  (feet) COMP
 DH8588  MODELED GRAVITY -    980,397.5   (mgal)                       NAVD 88
 DH8588
 DH8588  VERT ORDER      -  SECOND    CLASS I
 DH8588
 DH8588.The horizontal coordinates were established by autonomous hand held GPS
 DH8588.observations and have an estimated accuracy of +/- 10 meters.
 DH8588
 DH8588.The orthometric height was determined by differential leveling and
 DH8588.adjusted by the WI DEPT OF TRANSP
 DH8588.in May 2012.
 DH8588
 DH8588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8588.GEOID18 height accuracy estimate available here.
 DH8588
 DH8588.Click photographs - Photos may exist for this station.
 DH8588
 DH8588.The dynamic height is computed by dividing the NAVD 88
 DH8588.geopotential number by the normal gravity value computed on the
 DH8588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8588.degrees latitude (g = 980.6199 gals.).
 DH8588
 DH8588.The modeled gravity was interpolated from observed gravity values.
 DH8588
 DH8588;                    North         East    Units  Estimated Accuracy
 DH8588;SPC WI S     -   211,189.      641,968.      MT  (+/- 10 meters HH2 GPS)
 DH8588
 DH8588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0102363731(NAD 83)
 DH8588
 DH8588                          SUPERSEDED SURVEY CONTROL
 DH8588
 DH8588  NAVD 88 (04/20/07)  264.785  (m)          868.72   (f) SUPERSEDED  2 1
 DH8588
 DH8588.Superseded values are not recommended for survey control.
 DH8588
 DH8588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8588.See file dsdata.pdf to determine how the superseded data were derived.
 DH8588
 DH8588_MARKER: DD = SURVEY DISK
 DH8588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8588_STAMPING: 3U65 2004
 DH8588_MARK LOGO: WIDT
 DH8588_PROJECTION: FLUSH
 DH8588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8588+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DH8588
 DH8588  HISTORY     - Date     Condition        Report By
 DH8588  HISTORY     - 2004     MONUMENTED       WIDT
 DH8588  HISTORY     - 20100518 GOOD             WIDT
 DH8588
 DH8588                          STATION DESCRIPTION
 DH8588
 DH8588'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8588'OWNERSHIP--TOWNSHIP OF NEWTON.  TO REACH THE STATION FROM THE JUNCTION
 DH8588'OF COUNTY HIGHWAY J AND COUNTY HIGHWAY EAST WEST WITH COUNTY HIGHWAY
 DH8588'EAST EAST AND 7TH COURT ABOUT 0.5 MI (0.8 KM) EAST OF THE VILLAGE OF
 DH8588'WESTFIELD, GO NORTH ON COUNTY HIGHWAY EAST EAST FOR 0.95 MI (1.53 KM)
 DH8588'TO WHERE COUNTY HIGHWAY EAST AND 7TH COURT GO STRAIGHT AHEAD, CONTINUE
 DH8588'NORTH ON 7TH COURT FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 DH8588'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8588'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8588'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH8588'STATION IS 4.8 M (15.7 FT) EAST OF THE CENTERLINE OF 7TH COURT, 24.8 M
 DH8588'(81.4 FT) NORTHEAST OF A POWERPOLE, 11 M (36.1 FT) SOUTH OF THE
 DH8588'EXTENDED CENTERLINE OF A FIELD ENTRANCE AND 1.5 M (4.9 FT) WEST OF A
 DH8588'BARBED WIRE FENCE.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH8588'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8588
 DH8588                          STATION RECOVERY (2010)
 DH8588
 DH8588'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8588'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS.  TO
 DH8588'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DH8588'HIGHWAY 51 WITH COUNTY HIGHWAYS J AND E (EXIT 113) ON THE EAST SIDE OF
 DH8588'THE VILLAGE OF WESTFIELD, GO EAST ON COUNTY HIGHWAYS E AND J FOR 0.3
 DH8588'MILE TO COUNTY HIGHWAY J AHEAD, 7TH COURT RIGHT, AND COUNTY HIGHWAY E
 DH8588'LEFT,
 DH8588'TURN LEFT AND GO NORTH ON COUNTY HIGHWAY E FOR 0.95 MILE TO COUNTY
 DH8588'HIGHWAY E CURVING RIGHT AND 7TH COURT AHEAD, GO NORTH ON 7TH COURT FOR
 DH8588'0.05 MILE TO THE STATION ON THE RIGHT.  ADD---THE STATION IS 0.6 M
 DH8588'SOUTHWEST AND 0.6 M NORTHWEST OF TWO WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8587 ***********************************************************************
 DH8587  DESIGNATION -  3U66
 DH8587  PID         -  DH8587
 DH8587  STATE/COUNTY-  WI/MARQUETTE
 DH8587  COUNTRY     -  US
 DH8587  USGS QUAD   -  WESTFIELD EAST (2018)
 DH8587
 DH8587                         *CURRENT SURVEY CONTROL
 DH8587  ______________________________________________________________________
 DH8587* NAD 83(1986) POSITION- 43 54 19.4    (N) 089 29 37.4    (W)   HD_HELD2
 DH8587* NAVD 88 ORTHO HEIGHT -   271.292 (meters)      890.06  (feet) ADJUSTED
 DH8587  ______________________________________________________________________
 DH8587  GEOID HEIGHT    -        -35.923 (meters)                     GEOID18
 DH8587  DYNAMIC HEIGHT  -        271.233 (meters)      889.87  (feet) COMP
 DH8587  MODELED GRAVITY -    980,396.3   (mgal)                       NAVD 88
 DH8587
 DH8587  VERT ORDER      -  SECOND    CLASS I
 DH8587
 DH8587.The horizontal coordinates were established by autonomous hand held GPS
 DH8587.observations and have an estimated accuracy of +/- 10 meters.
 DH8587
 DH8587.The orthometric height was determined by differential leveling and
 DH8587.adjusted by the WI DEPT OF TRANSP
 DH8587.in May 2012.
 DH8587
 DH8587.No vertical observational check was made to the station.
 DH8587
 DH8587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8587.GEOID18 height accuracy estimate available here.
 DH8587
 DH8587.Click photographs - Photos may exist for this station.
 DH8587
 DH8587.The dynamic height is computed by dividing the NAVD 88
 DH8587.geopotential number by the normal gravity value computed on the
 DH8587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8587.degrees latitude (g = 980.6199 gals.).
 DH8587
 DH8587.The modeled gravity was interpolated from observed gravity values.
 DH8587
 DH8587;                    North         East    Units  Estimated Accuracy
 DH8587;SPC WI S     -   211,798.      640,670.      MT  (+/- 10 meters HH2 GPS)
 DH8587
 DH8587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9974864387(NAD 83)
 DH8587
 DH8587                          SUPERSEDED SURVEY CONTROL
 DH8587
 DH8587  NAVD 88 (04/20/07)  271.272  (m)          890.00   (f) SUPERSEDED  2 1
 DH8587
 DH8587.Superseded values are not recommended for survey control.
 DH8587
 DH8587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8587.See file dsdata.pdf to determine how the superseded data were derived.
 DH8587
 DH8587_MARKER: DD = SURVEY DISK
 DH8587_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8587_SP_SET: BOX CULVERT WINGWALL
 DH8587_STAMPING: 3U66 2004
 DH8587_MARK LOGO: WIDT
 DH8587_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8587+STABILITY: SURFACE MOTION
 DH8587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8587+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DH8587
 DH8587  HISTORY     - Date     Condition        Report By
 DH8587  HISTORY     - 2004     MONUMENTED       WIDT
 DH8587  HISTORY     - 20100519 GOOD             WIDT
 DH8587
 DH8587                          STATION DESCRIPTION
 DH8587
 DH8587'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8587'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8587'OF COUNTY HIGHWAY CH AND COUNTY HIGHWAY M SOUTH WITH COUNTY HIGHWAY M
 DH8587'WEST ABOUT 1 MI (1.61 KM) NORTH OF THE VILLAGE OF WESTFIELD, GO NORTH
 DH8587'ON COUNTY HIGHWAY CH FOR 0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.
 DH8587'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8587'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTHWEST WINGWALL OF
 DH8587'A BOX CULVERT ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8587'STATION IS 6.4 M (21.0 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY CH
 DH8587'AND 32.1 M (105.3 FT) NORTH-NORTHEAST OF TELEPHONE PEDESTAL --1525--.
 DH8587'---NOTE---THIS STATION HAS NO VISIBLE OBSERVATIONS EXTENDING HIGHER
 DH8587'THAN 30 DEGREES ABOVE THE HORIZON.
 DH8587
 DH8587                          STATION RECOVERY (2010)
 DH8587
 DH8587'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8587'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M SOUTH OF A
 DH8587'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8586 ***********************************************************************
 DH8586  DESIGNATION -  3U67
 DH8586  PID         -  DH8586
 DH8586  STATE/COUNTY-  WI/MARQUETTE
 DH8586  COUNTRY     -  US
 DH8586  USGS QUAD   -  WESTFIELD EAST (2018)
 DH8586
 DH8586                         *CURRENT SURVEY CONTROL
 DH8586  ______________________________________________________________________
 DH8586* NAD 83(1986) POSITION- 43 55 03.4    (N) 089 29 43.0    (W)   HD_HELD2
 DH8586* NAVD 88 ORTHO HEIGHT -   275.044 (meters)      902.37  (feet) ADJUSTED
 DH8586  ______________________________________________________________________
 DH8586  GEOID HEIGHT    -        -35.927 (meters)                     GEOID18
 DH8586  DYNAMIC HEIGHT  -        274.985 (meters)      902.18  (feet) COMP
 DH8586  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 DH8586
 DH8586  VERT ORDER      -  SECOND    CLASS I
 DH8586
 DH8586.The horizontal coordinates were established by autonomous hand held GPS
 DH8586.observations and have an estimated accuracy of +/- 10 meters.
 DH8586
 DH8586.The orthometric height was determined by differential leveling and
 DH8586.adjusted by the WI DEPT OF TRANSP
 DH8586.in May 2012.
 DH8586
 DH8586.No vertical observational check was made to the station.
 DH8586
 DH8586.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8586.GEOID18 height accuracy estimate available here.
 DH8586
 DH8586.Click photographs - Photos may exist for this station.
 DH8586
 DH8586.The dynamic height is computed by dividing the NAVD 88
 DH8586.geopotential number by the normal gravity value computed on the
 DH8586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8586.degrees latitude (g = 980.6199 gals.).
 DH8586
 DH8586.The modeled gravity was interpolated from observed gravity values.
 DH8586
 DH8586;                    North         East    Units  Estimated Accuracy
 DH8586;SPC WI S     -   213,156.      640,536.      MT  (+/- 10 meters HH2 GPS)
 DH8586
 DH8586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9966465748(NAD 83)
 DH8586
 DH8586                          SUPERSEDED SURVEY CONTROL
 DH8586
 DH8586  NAVD 88 (04/20/07)  275.024  (m)          902.31   (f) SUPERSEDED  2 1
 DH8586
 DH8586.Superseded values are not recommended for survey control.
 DH8586
 DH8586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8586.See file dsdata.pdf to determine how the superseded data were derived.
 DH8586
 DH8586_MARKER: DD = SURVEY DISK
 DH8586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8586_STAMPING: 3U67 2004
 DH8586_MARK LOGO: WIDT
 DH8586_PROJECTION: FLUSH
 DH8586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8586+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DH8586
 DH8586  HISTORY     - Date     Condition        Report By
 DH8586  HISTORY     - 2004     MONUMENTED       WIDT
 DH8586  HISTORY     - 20100519 GOOD             WIDT
 DH8586
 DH8586                          STATION DESCRIPTION
 DH8586
 DH8586'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8586'OWNERSHIP--TOWN OF SPRINGFIELD.  TO REACH THE STATION FROM THE
 DH8586'JUNCTION OF COUNTY HIGHWAY CH AND COUNTY HIGHWAY M SOUTH WITH COUNTY
 DH8586'HIGHWAY M WEST ABOUT 1 MI (1.61 KM) NORTH OF THE VILLAGE OF WESTFIELD,
 DH8586'GO NORTH ON COUNTY HIGHWAY CH FOR 1.1 MI (1.77 KM) TO DUCK CREEK
 DH8586'AVENUE ON THE LEFT, TURN LEFT AND GO WEST ON DUCK CREEK AVENUE FOR 0.1
 DH8586'MI (0.16 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8586'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8586'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8586'THE HIGHWAY PAVEMENT.  THE STATION IS 5.3 M (17.4 FT) SOUTH OF THE
 DH8586'CENTERLINE OF DUCK CREEK AVENUE, 74 M (242.8 FT) WEST-SOUTHWEST OF
 DH8586'TELEPHONE PEDESTAL --1562--, 3.6 M (11.8 FT) EAST-NORTHEAST OF A METAL
 DH8586'POST FOR A --NO HUNTING OR TRESPASSING-- SIGN, 1.0 M (3.3 FT) EAST OF
 DH8586'A WHITE PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A WHITE
 DH8586'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8586'OBSERVATIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8586
 DH8586                          STATION RECOVERY (2010)
 DH8586
 DH8586'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8586'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.0 M NORTH, 1.0 M
 DH8586'WEST, AND 1.0 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8585 ***********************************************************************
 DH8585  DESIGNATION -  3U68
 DH8585  PID         -  DH8585
 DH8585  STATE/COUNTY-  WI/MARQUETTE
 DH8585  COUNTRY     -  US
 DH8585  USGS QUAD   -  WESTFIELD WEST (2018)
 DH8585
 DH8585                         *CURRENT SURVEY CONTROL
 DH8585  ______________________________________________________________________
 DH8585* NAD 83(1986) POSITION- 43 55 23.2    (N) 089 31 18.6    (W)   HD_HELD2
 DH8585* NAVD 88 ORTHO HEIGHT -   290.948 (meters)      954.55  (feet) ADJUSTED
 DH8585  ______________________________________________________________________
 DH8585  GEOID HEIGHT    -        -35.908 (meters)                     GEOID18
 DH8585  DYNAMIC HEIGHT  -        290.884 (meters)      954.34  (feet) COMP
 DH8585  MODELED GRAVITY -    980,393.7   (mgal)                       NAVD 88
 DH8585
 DH8585  VERT ORDER      -  SECOND    CLASS I
 DH8585
 DH8585.The horizontal coordinates were established by autonomous hand held GPS
 DH8585.observations and have an estimated accuracy of +/- 10 meters.
 DH8585
 DH8585.The orthometric height was determined by differential leveling and
 DH8585.adjusted by the WI DEPT OF TRANSP
 DH8585.in May 2012.
 DH8585
 DH8585.No vertical observational check was made to the station.
 DH8585
 DH8585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8585.GEOID18 height accuracy estimate available here.
 DH8585
 DH8585.Click photographs - Photos may exist for this station.
 DH8585
 DH8585.The dynamic height is computed by dividing the NAVD 88
 DH8585.geopotential number by the normal gravity value computed on the
 DH8585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8585.degrees latitude (g = 980.6199 gals.).
 DH8585
 DH8585.The modeled gravity was interpolated from observed gravity values.
 DH8585
 DH8585;                    North         East    Units  Estimated Accuracy
 DH8585;SPC WI S     -   213,754.      638,400.      MT  (+/- 10 meters HH2 GPS)
 DH8585
 DH8585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9755066424(NAD 83)
 DH8585
 DH8585                          SUPERSEDED SURVEY CONTROL
 DH8585
 DH8585  NAVD 88 (04/20/07)  290.927  (m)          954.48   (f) SUPERSEDED  2 1
 DH8585
 DH8585.Superseded values are not recommended for survey control.
 DH8585
 DH8585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8585.See file dsdata.pdf to determine how the superseded data were derived.
 DH8585
 DH8585_MARKER: DD = SURVEY DISK
 DH8585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8585_STAMPING: 3U68 2004
 DH8585_MARK LOGO: WIDT
 DH8585_PROJECTION: FLUSH
 DH8585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8585+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DH8585
 DH8585  HISTORY     - Date     Condition        Report By
 DH8585  HISTORY     - 2004     MONUMENTED       WIDT
 DH8585  HISTORY     - 20100519 GOOD             WIDT
 DH8585
 DH8585                          STATION DESCRIPTION
 DH8585
 DH8585'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8585'OWNERSHIP--TOWN OF SPRINGFIELD.  TO REACH THE STATION FROM THE
 DH8585'JUNCTION OF COUNTY HIGHWAY CH AND COUNTY HIGHWAY M SOUTH WITH COUNTY
 DH8585'HIGHWAY M WEST ABOUT 2 MI (3.22 KM) NORTH OF THE VILLAGE OF WESTFIELD,
 DH8585'GO NORTH ON COUNTY HIGHWAY CH FOR 1.1 MI (1.77 KM) TO DUCK CREEK
 DH8585'AVENUE ON THE LEFT, TURN LEFT AND GO WEST ON DUCK CREEK AVENUE FOR 1.7
 DH8585'MI (2.74 KM) TO 5TH AVENUE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DH8585'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8585'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8585'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH8585'STATION IS 9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF DUCK CREEK
 DH8585'AVENUE, 59 M (193.6 FT) EAST OF THE CENTERLINE OF 5TH AVENUE, 19.8 M
 DH8585'(65.0 FT) NORTH-NORTHWEST OF A METAL POST FOR A --NO HUNTING OR
 DH8585'TRESPASSING-- SIGN, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST
 DH8585'OF THREE WHITE PLASTIC WITNESS POSTS.   ---NOTE---THIS STATION HAS NO
 DH8585'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8585'HORIZON.
 DH8585
 DH8585                          STATION RECOVERY (2010)
 DH8585
 DH8585'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8584 ***********************************************************************
 DH8584  DESIGNATION -  3U69
 DH8584  PID         -  DH8584
 DH8584  STATE/COUNTY-  WI/MARQUETTE
 DH8584  COUNTRY     -  US
 DH8584  USGS QUAD   -  WESTFIELD WEST (2018)
 DH8584
 DH8584                         *CURRENT SURVEY CONTROL
 DH8584  ______________________________________________________________________
 DH8584* NAD 83(1986) POSITION- 43 57 02.0    (N) 089 31 21.1    (W)   HD_HELD2
 DH8584* NAVD 88 ORTHO HEIGHT -   291.533 (meters)      956.47  (feet) ADJUSTED
 DH8584  ______________________________________________________________________
 DH8584  GEOID HEIGHT    -        -35.920 (meters)                     GEOID18
 DH8584  DYNAMIC HEIGHT  -        291.469 (meters)      956.26  (feet) COMP
 DH8584  MODELED GRAVITY -    980,393.5   (mgal)                       NAVD 88
 DH8584
 DH8584  VERT ORDER      -  SECOND    CLASS I
 DH8584
 DH8584.The horizontal coordinates were established by autonomous hand held GPS
 DH8584.observations and have an estimated accuracy of +/- 10 meters.
 DH8584
 DH8584.The orthometric height was determined by differential leveling and
 DH8584.adjusted by the WI DEPT OF TRANSP
 DH8584.in May 2012.
 DH8584
 DH8584.No vertical observational check was made to the station.
 DH8584
 DH8584.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8584.GEOID18 height accuracy estimate available here.
 DH8584
 DH8584.Click photographs - Photos may exist for this station.
 DH8584
 DH8584.The dynamic height is computed by dividing the NAVD 88
 DH8584.geopotential number by the normal gravity value computed on the
 DH8584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8584.degrees latitude (g = 980.6199 gals.).
 DH8584
 DH8584.The modeled gravity was interpolated from observed gravity values.
 DH8584
 DH8584;                    North         East    Units  Estimated Accuracy
 DH8584;SPC WI S     -   216,803.      638,327.      MT  (+/- 10 meters HH2 GPS)
 DH8584
 DH8584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9758869474(NAD 83)
 DH8584
 DH8584                          SUPERSEDED SURVEY CONTROL
 DH8584
 DH8584  NAVD 88 (04/20/07)  291.512  (m)          956.40   (f) SUPERSEDED  2 1
 DH8584
 DH8584.Superseded values are not recommended for survey control.
 DH8584
 DH8584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8584.See file dsdata.pdf to determine how the superseded data were derived.
 DH8584
 DH8584_MARKER: DD = SURVEY DISK
 DH8584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8584_STAMPING: 3U69 2004
 DH8584_MARK LOGO: WIDT
 DH8584_PROJECTION: FLUSH
 DH8584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8584+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DH8584
 DH8584  HISTORY     - Date     Condition        Report By
 DH8584  HISTORY     - 2004     MONUMENTED       WIDT
 DH8584  HISTORY     - 20100519 GOOD             WIDT
 DH8584
 DH8584                          STATION DESCRIPTION
 DH8584
 DH8584'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8584'OWNERSHIP--TOWNSHIP OF SPRINGFIELD.  TO REACH THE STATION FROM THE
 DH8584'JUNCTION OF COUNTY HIGHWAY CH WITH COUNTY HIGHWAY Z ABOUT 5 MI (8.05
 DH8584'KM) NORTH OF THE VILLAGE OF WESTFIELD, GO SOUTH ON COUNTY HIGHWAY CH
 DH8584'FOR 0.65 MI (1.05 KM) TO 5TH ROAD ON THE RIGHT, TURN RIGHT AND GO WEST
 DH8584'ON 5TH ROAD FOR 1.5 MI (2.41 KM) TO DEERBORN ROAD ON THE LEFT, TURN
 DH8584'LEFT AND GO WEST ON DEERBORN ROAD FOR 0.05 MI (0.08 KM) TO 5TH AVENUE
 DH8584'ON THE LEFT, TURN LEFT AND GO SOUTH ON 5TH AVENUE FOR 0.3 MI (0.48 KM)
 DH8584'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8584'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8584'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD
 DH8584'PAVEMENT.  THE STATION IS 7.1 M (23.3 FT) WEST OF THE CENTERLINE OF
 DH8584'5TH AVENUE, 46 M (150.9 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 DH8584'PRIVATE ENTRANCE --N8550--, 33.3 M (109.3 FT) NORTHWEST OF POWERPOLE
 DH8584'--17-8-14 0/47--, 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST
 DH8584'AND 1.0 SOUTH OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS
 DH8584'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 30 DEGREES
 DH8584'ABOVE THE HORIZON.
 DH8584
 DH8584                          STATION RECOVERY (2010)
 DH8584
 DH8584'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8583 ***********************************************************************
 DH8583  DESIGNATION -  3U70
 DH8583  PID         -  DH8583
 DH8583  STATE/COUNTY-  WI/MARQUETTE
 DH8583  COUNTRY     -  US
 DH8583  USGS QUAD   -  WESTFIELD WEST (2018)
 DH8583
 DH8583                         *CURRENT SURVEY CONTROL
 DH8583  ______________________________________________________________________
 DH8583* NAD 83(1986) POSITION- 43 58 25.6    (N) 089 31 15.2    (W)   HD_HELD2
 DH8583* NAVD 88 ORTHO HEIGHT -   303.437 (meters)      995.53  (feet) ADJUSTED
 DH8583  ______________________________________________________________________
 DH8583  GEOID HEIGHT    -        -35.935 (meters)                     GEOID18
 DH8583  DYNAMIC HEIGHT  -        303.370 (meters)      995.31  (feet) COMP
 DH8583  MODELED GRAVITY -    980,392.7   (mgal)                       NAVD 88
 DH8583
 DH8583  VERT ORDER      -  SECOND    CLASS I
 DH8583
 DH8583.The horizontal coordinates were established by autonomous hand held GPS
 DH8583.observations and have an estimated accuracy of +/- 10 meters.
 DH8583
 DH8583.The orthometric height was determined by differential leveling and
 DH8583.adjusted by the WI DEPT OF TRANSP
 DH8583.in May 2012.
 DH8583
 DH8583.No vertical observational check was made to the station.
 DH8583
 DH8583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8583.GEOID18 height accuracy estimate available here.
 DH8583
 DH8583.Click photographs - Photos may exist for this station.
 DH8583
 DH8583.The dynamic height is computed by dividing the NAVD 88
 DH8583.geopotential number by the normal gravity value computed on the
 DH8583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8583.degrees latitude (g = 980.6199 gals.).
 DH8583
 DH8583.The modeled gravity was interpolated from observed gravity values.
 DH8583
 DH8583;                    North         East    Units  Estimated Accuracy
 DH8583;SPC WI S     -   219,384.      638,444.      MT  (+/- 10 meters HH2 GPS)
 DH8583
 DH8583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9779872049(NAD 83)
 DH8583
 DH8583                          SUPERSEDED SURVEY CONTROL
 DH8583
 DH8583  NAVD 88 (04/20/07)  303.416  (m)          995.46   (f) SUPERSEDED  2 1
 DH8583
 DH8583.Superseded values are not recommended for survey control.
 DH8583
 DH8583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8583.See file dsdata.pdf to determine how the superseded data were derived.
 DH8583
 DH8583_MARKER: DD = SURVEY DISK
 DH8583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8583_STAMPING: 3U70 2004
 DH8583_MARK LOGO: WIDT
 DH8583_PROJECTION: FLUSH
 DH8583_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8583+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DH8583
 DH8583  HISTORY     - Date     Condition        Report By
 DH8583  HISTORY     - 2004     MONUMENTED       WIDT
 DH8583  HISTORY     - 20100519 GOOD             WIDT
 DH8583
 DH8583                          STATION DESCRIPTION
 DH8583
 DH8583'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8583'OWNERSHIP--TOWNSHIP OF SPRINGFIELD.  TO REACH THE STATION FROM THE
 DH8583'JUNCTION OF COUNTY HIGHWAY CH WITH COUNTY HIGHWAY Z ABOUT 5 MI (8.05
 DH8583'KM) NORTH OF THE VILLAGE OF WESTFIELD, GO NORTH THEN WEST ON COUNTY
 DH8583'HIGHWAY CH FOR 2.2 MI (3.54 KM) TO DAKOTA DRIVE ON THE LEFT AND THE
 DH8583'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8583'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8583'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8583'THE STATION IS 12.8 M (42.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DH8583'COUNTY HIGHWAY CH, 40.3 M (132.2 FT) NORTHEAST OF A WOOD POST FOR A
 DH8583'--BIKE ROUTE NORTHWEST PASSAGE RIDE--, 21 M (68.9 FT) EAST-SOUTHEAST
 DH8583'OF THE CENTERLINE OF DAKOTA DRIVE, 1.0 M (3.3 FT) NORTHEAST OF A WHITE
 DH8583'PLASTIC WITNESS POST, 1.0 M (3.3 FT) NORTHWEST OF A WHITE PLASTIC
 DH8583'WITNESS POST AND 1.0 M (3.3 FT) SOUTH-SOUTHWEST OF A WHITE PLASTIC
 DH8583'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8583'EXTENDING HIGHER THAN 40 DEGREES ABOVE THE HORIZON.
 DH8583
 DH8583                          STATION RECOVERY (2010)
 DH8583
 DH8583'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8583'RECOVERED IN GOOD CONDITION.  NOTE---A SMALL CHUNK OF CONCRETE HAS
 DH8583'BEEN RECENTLY REMOVED FROM THE NORTHWEST EDGE OF THE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8544 ***********************************************************************
 DH8544  DESIGNATION -  3V01
 DH8544  PID         -  DH8544
 DH8544  STATE/COUNTY-  WI/COLUMBIA
 DH8544  COUNTRY     -  US
 DH8544  USGS QUAD   -  RANDOLPH (2018)
 DH8544
 DH8544                         *CURRENT SURVEY CONTROL
 DH8544  ______________________________________________________________________
 DH8544* NAD 83(2011) POSITION- 43 35 19.01170(N) 089 04 41.91467(W)   ADJUSTED
 DH8544* NAD 83(2011) ELLIP HT-   278.973 (meters)        (09/21/17)   ADJUSTED
 DH8544* NAD 83(2011) EPOCH   -  2010.00
 DH8544* NAVD 88 ORTHO HEIGHT -   314.552 (meters)     1031.99  (feet) ADJUSTED
 DH8544  ______________________________________________________________________
 DH8544  GEOID HEIGHT    -        -35.566 (meters)                     GEOID18
 DH8544  NAD 83(2011) X  -     74,434.187 (meters)                     COMP
 DH8544  NAD 83(2011) Y  - -4,626,713.075 (meters)                     COMP
 DH8544  NAD 83(2011) Z  -  4,375,290.433 (meters)                     COMP
 DH8544  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 DH8544  DYNAMIC HEIGHT  -        314.476 (meters)     1031.74  (feet) COMP
 DH8544  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 DH8544
 DH8544  VERT ORDER      -  SECOND    CLASS I
 DH8544
 DH8544  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8544  Standards:
 DH8544         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8544            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8544  -------------------------------------------------------------------
 DH8544  NETWORK    0.44   0.53           0.20   0.15   0.27     -0.14210481
 DH8544  -------------------------------------------------------------------
 DH8544  Click here for local accuracies and other accuracy information.
 DH8544
 DH8544.The horizontal coordinates were established by GPS observations
 DH8544.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DH8544
 DH8544.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8544.been affixed to the stable North American tectonic plate. See 
 DH8544.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8544
 DH8544.The horizontal coordinates are valid at the epoch date displayed above
 DH8544.which is a decimal equivalence of Year/Month/Day.
 DH8544
 DH8544.The orthometric height was determined by differential leveling and
 DH8544.adjusted by the WI DEPT OF TRANSP
 DH8544.in May 2012.
 DH8544
 DH8544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8544.GEOID18 height accuracy estimate available here.
 DH8544
 DH8544.Click photographs - Photos may exist for this station.
 DH8544
 DH8544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8544
 DH8544.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8544
 DH8544.The ellipsoidal height was determined by GPS observations
 DH8544.and is referenced to NAD 83.
 DH8544
 DH8544.The dynamic height is computed by dividing the NAVD 88
 DH8544.geopotential number by the normal gravity value computed on the
 DH8544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8544.degrees latitude (g = 980.6199 gals.).
 DH8544
 DH8544.The modeled gravity was interpolated from observed gravity values.
 DH8544
 DH8544. The following values were computed from the NAD 83(2011) position.
 DH8544
 DH8544;                    North         East     Units Scale Factor Converg.
 DH8544;SPC WI S     -   176,892.002   674,428.008   MT  0.99993788   +0 37 59.9
 DH8544;SPC WI S     -   580,353.18  2,212,685.89   sFT  0.99993788   +0 37 59.9
 DH8544;UTM  16      - 4,828,281.267   332,224.512   MT  0.99994625   -1 25 59.8
 DH8544
 DH8544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8544!SPC WI S     -   0.99995626  x   0.99993788  =   0.99989414
 DH8544!UTM  16      -   0.99995626  x   0.99994625  =   0.99990251
 DH8544
 DH8544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3222428281(NAD 83)
 DH8544
 DH8544                          SUPERSEDED SURVEY CONTROL
 DH8544
 DH8544  NAVD 88 (04/20/07)  314.529  (m)         1031.92   (f) SUPERSEDED  2 1
 DH8544
 DH8544.Superseded values are not recommended for survey control.
 DH8544
 DH8544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8544.See file dsdata.pdf to determine how the superseded data were derived.
 DH8544
 DH8544_MARKER: DD = SURVEY DISK
 DH8544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8544_STAMPING: 3V01 2004
 DH8544_MARK LOGO: WIDT
 DH8544_PROJECTION: FLUSH
 DH8544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8544+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 DH8544
 DH8544  HISTORY     - Date     Condition        Report By
 DH8544  HISTORY     - 2004     MONUMENTED       WIDT
 DH8544  HISTORY     - 20080430 GOOD             WIDT
 DH8544  HISTORY     - 20160912 GOOD             WIDT
 DH8544
 DH8544                          STATION DESCRIPTION
 DH8544
 DH8544'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8544'OWNERSHIP--TOWN OF RANDOLPH.  TO REACH THE STATION FROM THE JUNCTION
 DH8544'OF STATE HIGHWAY 33 AND STATE HIGHWAY 146 WITH COUNTY HIGHWAY M ABOUT
 DH8544'1 MI (1.61 KM) NORTH OF THE VILLAGE OF CAMBRIA, GO NORTH ON COUNTY
 DH8544'HIGHWAY M FOR 1.3 MI (2.09 KM) TO FRIESLAND ROAD, TURN RIGHT AND GO
 DH8544'EAST ON FRIESLAND ROAD FOR 1.2 MI (1.93 KM) TO THE STATION ON THE
 DH8544'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8544'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8544'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.
 DH8544'THE STATION IS 8.7 M (28.5 FT) NORTH OF THE CENTERLINE OF FRIESLAND
 DH8544'ROAD, 106.4 M (349.1 FT) WEST OF THE CENTERLINE OF STERK ROAD, 13.6 M
 DH8544'(44.6 FT) NORTH OF POWERPOLE --13-12-21 24/53--, 2 M (6.6 FT) SOUTH OF
 DH8544'A CULTIVATED FIELD, AND 1.0 M (3.3 FT) EAST AND WEST OF TWO WHITE
 DH8544'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8544'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DH8544'FOR THE REFERENCED POWERPOLE TO THE SOUTH EXTENDING TO 25 DEGREES
 DH8544'ABOVE THE HORIZON.
 DH8544
 DH8544                          STATION RECOVERY (2008)
 DH8544
 DH8544'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8544'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 29.5 M EAST OF A
 DH8544'PIPE CULVERT AND 8.6 M WEST OF THE EXTENDED CENTERLINE OF THE WEST
 DH8544'ENTRANCE TO A PRIVATE RESIDENCE.
 DH8544
 DH8544                          STATION RECOVERY (2016)
 DH8544
 DH8544'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH8544'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8546 ***********************************************************************
 DH8546  DESIGNATION -  3V03
 DH8546  PID         -  DH8546
 DH8546  STATE/COUNTY-  WI/GREEN LAKE
 DH8546  COUNTRY     -  US
 DH8546  USGS QUAD   -  MANCHESTER (2018)
 DH8546
 DH8546                         *CURRENT SURVEY CONTROL
 DH8546  ______________________________________________________________________
 DH8546* NAD 83(1986) POSITION- 43 39 06.27   (N) 089 02 48.42   (W)   HD_HELD1
 DH8546* NAVD 88 ORTHO HEIGHT -   285.607 (meters)      937.03  (feet) ADJUSTED
 DH8546  ______________________________________________________________________
 DH8546  GEOID HEIGHT    -        -35.659 (meters)                     GEOID18
 DH8546  DYNAMIC HEIGHT  -        285.542 (meters)      936.82  (feet) COMP
 DH8546  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 DH8546
 DH8546  VERT ORDER      -  SECOND    CLASS I
 DH8546
 DH8546.The horizontal coordinates were determined by differentially corrected
 DH8546.hand held GPS observations or other comparable positioning techniques
 DH8546.and have an estimated accuracy of +/- 3 meters.
 DH8546
 DH8546.The orthometric height was determined by differential leveling and
 DH8546.adjusted by the WI DEPT OF TRANSP
 DH8546.in May 2012.
 DH8546
 DH8546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8546.GEOID18 height accuracy estimate available here.
 DH8546
 DH8546.Click photographs - Photos may exist for this station.
 DH8546
 DH8546.The dynamic height is computed by dividing the NAVD 88
 DH8546.geopotential number by the normal gravity value computed on the
 DH8546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8546.degrees latitude (g = 980.6199 gals.).
 DH8546
 DH8546.The modeled gravity was interpolated from observed gravity values.
 DH8546
 DH8546;                    North         East    Units  Estimated Accuracy
 DH8546;SPC WI S     -   183,933.5     676,893.5     MT  (+/- 3 meters HH1 GPS) 
 DH8546
 DH8546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3494235229(NAD 83)
 DH8546
 DH8546                          SUPERSEDED SURVEY CONTROL
 DH8546
 DH8546  NAVD 88 (04/20/07)  285.584  (m)          936.95   (f) SUPERSEDED  2 1
 DH8546
 DH8546.Superseded values are not recommended for survey control.
 DH8546
 DH8546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8546.See file dsdata.pdf to determine how the superseded data were derived.
 DH8546
 DH8546_MARKER: DD = SURVEY DISK
 DH8546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8546_STAMPING: 3V03 2004
 DH8546_MARK LOGO: WIDT
 DH8546_PROJECTION: FLUSH
 DH8546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8546+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2007
 DH8546
 DH8546  HISTORY     - Date     Condition        Report By
 DH8546  HISTORY     - 2004     MONUMENTED       WIDT
 DH8546  HISTORY     - 20071114 GOOD             WIDT
 DH8546
 DH8546                          STATION DESCRIPTION
 DH8546
 DH8546'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8546'OWNERSHIP--TOWN OF MANCHESTER.  TO REACH THE STATION FROM THE JUNCTION
 DH8546'OF STATE HIGHWAY 73 WITH COUNTY HIGHWAY X ABOUT 6 MI (9.66 KM)
 DH8546'NORTHEAST OF THE VILLAGE OF FRIESLAND, GO WEST ON COUNTY HIGHWAY X FOR
 DH8546'1.2 MI (1.93 KM) TO COUNTY HIGHWAY SOUTH ON THE RIGHT AND EAST
 DH8546'FRIESLAND DRIVE ON THE LEFT, TURN LEFT AND GO SOUTH ON EAST FRIESLAND
 DH8546'ROAD FOR 0.7 MI (1.13 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 DH8546'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8546'CONTROL STATION DISK SET IN TOP OF A 41-CM DIAMETER CONCRETE POST
 DH8546'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.8 M (28.9 FT)
 DH8546'EAST OF THE CENTERLINE OF EAST FRIESLAND ROAD, 19.4 M (63.6 FT)
 DH8546'NORTHEAST OF POWERPOLE --14-12-27 53/16--, 2 M (6.6 FT) WEST OF A
 DH8546'CULTIVATED FIELD, 1.0 M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS
 DH8546'POST, 0.9 M (3.0 FT) EAST OF A WHITE PLASTIC WITNESS POST, AND 0.9 M
 DH8546'(3.0 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS
 DH8546'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8546'ABOVE THE HORIZON EXCEPT FOR THE REFERENCED POWERPOLE TO THE
 DH8546'EAST-SOUTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DH8546
 DH8546                          STATION RECOVERY (2007)
 DH8546
 DH8546'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8546'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.20 MILE SOUTH OF
 DH8546'CARTER ROAD.  ---NOTE--- COUNTY HIGHWAY SOUTH IN THE 2004 DESCRIPTION
 DH8546'IS COUNTY HIGHWAY S.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8547 ***********************************************************************
 DH8547  DESIGNATION -  3V04
 DH8547  PID         -  DH8547
 DH8547  STATE/COUNTY-  WI/GREEN LAKE
 DH8547  COUNTRY     -  US
 DH8547  USGS QUAD   -  MANCHESTER (2018)
 DH8547
 DH8547                         *CURRENT SURVEY CONTROL
 DH8547  ______________________________________________________________________
 DH8547* NAD 83(1986) POSITION- 43 41 26.55   (N) 089 02 37.88   (W)   HD_HELD1
 DH8547* NAVD 88 ORTHO HEIGHT -   283.392 (meters)      929.76  (feet) ADJUSTED
 DH8547  ______________________________________________________________________
 DH8547  GEOID HEIGHT    -        -35.751 (meters)                     GEOID18
 DH8547  DYNAMIC HEIGHT  -        283.328 (meters)      929.55  (feet) COMP
 DH8547  MODELED GRAVITY -    980,388.6   (mgal)                       NAVD 88
 DH8547
 DH8547  VERT ORDER      -  SECOND    CLASS I
 DH8547
 DH8547.The horizontal coordinates were determined by differentially corrected
 DH8547.hand held GPS observations or other comparable positioning techniques
 DH8547.and have an estimated accuracy of +/- 3 meters.
 DH8547
 DH8547.The orthometric height was determined by differential leveling and
 DH8547.adjusted by the WI DEPT OF TRANSP
 DH8547.in May 2012.
 DH8547
 DH8547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8547.GEOID18 height accuracy estimate available here.
 DH8547
 DH8547.Click photographs - Photos may exist for this station.
 DH8547
 DH8547.The dynamic height is computed by dividing the NAVD 88
 DH8547.geopotential number by the normal gravity value computed on the
 DH8547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8547.degrees latitude (g = 980.6199 gals.).
 DH8547
 DH8547.The modeled gravity was interpolated from observed gravity values.
 DH8547
 DH8547;                    North         East    Units  Estimated Accuracy
 DH8547;SPC WI S     -   188,265.1     677,080.1     MT  (+/- 3 meters HH1 GPS) 
 DH8547
 DH8547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3528539551(NAD 83)
 DH8547
 DH8547                          SUPERSEDED SURVEY CONTROL
 DH8547
 DH8547  NAVD 88 (04/20/07)  283.369  (m)          929.69   (f) SUPERSEDED  2 1
 DH8547
 DH8547.Superseded values are not recommended for survey control.
 DH8547
 DH8547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8547.See file dsdata.pdf to determine how the superseded data were derived.
 DH8547
 DH8547_MARKER: DD = SURVEY DISK
 DH8547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8547_STAMPING: 3V04 2004
 DH8547_MARK LOGO: WIDT
 DH8547_PROJECTION: FLUSH
 DH8547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8547+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 DH8547
 DH8547  HISTORY     - Date     Condition        Report By
 DH8547  HISTORY     - 2004     MONUMENTED       WIDT
 DH8547  HISTORY     - 20071119 GOOD             WIDT
 DH8547
 DH8547                          STATION DESCRIPTION
 DH8547
 DH8547'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8547'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8547'STATION FROM THE JUNCTION OF STATE HIGHWAY 44 WITH STATE HIGHWAY 73
 DH8547'SOUTH ABOUT 2 MI (3.22 KM) SOUTHWEST OF THE CITY OF MARKESAN, GO WEST
 DH8547'ON STATE HIGHWAY 73 NORTH FOR 0.6 MI (0.97 KM) TO THE STATION ON THE
 DH8547'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8547'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8547'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DH8547'THE STATION IS 11.0 M (36.1 FT) SOUTH OF THE CENTERLINE OF STATE
 DH8547'HIGHWAY 73, 33.9 M (111.2 FT) WEST OF A WOOD POST FOR A --CURVE
 DH8547'AHEAD-- SIGN, 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST,
 DH8547'1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST, AND 0.9 M
 DH8547'(3.0 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH8547'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8547'ABOVE THE HORIZON.
 DH8547
 DH8547                          STATION RECOVERY (2007)
 DH8547
 DH8547'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8547'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.23 MILE EAST OF
 DH8547'COUNTY HIGHWAY S SOUTH (MADISON STREET), 0.11 MILE EAST OF HIGH
 DH8547'STREET, 52.5 M WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DH8547'--W3234--, 28.0 M SOUTH-SOUTHWEST OF POWER POLE --14-12-11 7/0--, AND
 DH8547'3.5 M NORTH OF A STEEL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8548 ***********************************************************************
 DH8548  DESIGNATION -  3V05
 DH8548  PID         -  DH8548
 DH8548  STATE/COUNTY-  WI/GREEN LAKE
 DH8548  COUNTRY     -  US
 DH8548  USGS QUAD   -  MANCHESTER (2018)
 DH8548
 DH8548                         *CURRENT SURVEY CONTROL
 DH8548  ______________________________________________________________________
 DH8548* NAD 83(1986) POSITION- 43 42 41.9    (N) 089 03 02.8    (W)   HD_HELD2
 DH8548* NAVD 88 ORTHO HEIGHT -   277.110 (meters)      909.15  (feet) ADJUSTED
 DH8548  ______________________________________________________________________
 DH8548  GEOID HEIGHT    -        -35.808 (meters)                     GEOID18
 DH8548  DYNAMIC HEIGHT  -        277.048 (meters)      908.95  (feet) COMP
 DH8548  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 DH8548
 DH8548  VERT ORDER      -  SECOND    CLASS I
 DH8548
 DH8548.The horizontal coordinates were established by autonomous hand held GPS
 DH8548.observations and have an estimated accuracy of +/- 10 meters.
 DH8548
 DH8548.The orthometric height was determined by differential leveling and
 DH8548.adjusted by the WI DEPT OF TRANSP
 DH8548.in May 2012.
 DH8548
 DH8548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8548.GEOID18 height accuracy estimate available here.
 DH8548
 DH8548.Click photographs - Photos may exist for this station.
 DH8548
 DH8548.The dynamic height is computed by dividing the NAVD 88
 DH8548.geopotential number by the normal gravity value computed on the
 DH8548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8548.degrees latitude (g = 980.6199 gals.).
 DH8548
 DH8548.The modeled gravity was interpolated from observed gravity values.
 DH8548
 DH8548;                    North         East    Units  Estimated Accuracy
 DH8548;SPC WI S     -   190,584.      676,496.      MT  (+/- 10 meters HH2 GPS)
 DH8548
 DH8548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3478441889(NAD 83)
 DH8548
 DH8548                          SUPERSEDED SURVEY CONTROL
 DH8548
 DH8548  NAVD 88 (04/20/07)  277.087  (m)          909.08   (f) SUPERSEDED  2 1
 DH8548
 DH8548.Superseded values are not recommended for survey control.
 DH8548
 DH8548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8548.See file dsdata.pdf to determine how the superseded data were derived.
 DH8548
 DH8548_MARKER: DD = SURVEY DISK
 DH8548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8548_STAMPING: 3V05 2004
 DH8548_MARK LOGO: WIDT
 DH8548_PROJECTION: FLUSH
 DH8548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8548+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 DH8548
 DH8548  HISTORY     - Date     Condition        Report By
 DH8548  HISTORY     - 2004     MONUMENTED       WIDT
 DH8548  HISTORY     - 20071119 GOOD             WIDT
 DH8548
 DH8548                          STATION DESCRIPTION
 DH8548
 DH8548'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8548'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8548'STATION FROM THE JUNCTION OF STATE HIGHWAY 44 WITH STATE HIGHWAY 73
 DH8548'SOUTH ABOUT 2 MI (3.22 KM) SOUTHWEST OF THE CITY OF MARKESAN, GO WEST
 DH8548'THEN NORTH ON STATE HIGHWAY 73 NORTH AND STATE HIGHWAY 44 SOUTH FOR
 DH8548'1.3 MI (2.09 KM) TO WHERE STATE HIGHWAY 44 SOUTH GOES WEST, CONTINUE
 DH8548'NORTH ON STATE HIGHWAY 73 NORTH FOR 1.0 MI (1.61 KM) TO THE STATION ON
 DH8548'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8548'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8548'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DH8548'PAVEMENT.  THE STATION IS 12.5 M (41.0 FT) WEST OF THE CENTERLINE OF
 DH8548'STATE HIGHWAY 73, 2 M (6.6 FT) EAST OF A CULTIVATED FIELD, AND 1.0 M
 DH8548'(3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF THREE WHITE PLASTIC WITNESS
 DH8548'POSTS.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8548'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8548
 DH8548                          STATION RECOVERY (2007)
 DH8548
 DH8548'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8548'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.30 MILE SOUTH OF
 DH8548'NORTH ROAD, APPROXIMATELY 83.5 M SOUTH OF A FIELD ENTRANCE, 43.5 M
 DH8548'NORTHEAST OF A --NO PASSING ZONE-- WOOD SIGN POST, AND 36.0 M
 DH8548'EAST-NORTHEAST OF POWER POLE --14-12-3 39/22-- WHICH IS NEXT TO A
 DH8548'YELLOW --CAUTION GAS PIPELINE-- POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8549 ***********************************************************************
 DH8549  DESIGNATION -  3V06
 DH8549  PID         -  DH8549
 DH8549  STATE/COUNTY-  WI/GREEN LAKE
 DH8549  COUNTRY     -  US
 DH8549  USGS QUAD   -  PRINCETON EAST (2018)
 DH8549
 DH8549                         *CURRENT SURVEY CONTROL
 DH8549  ______________________________________________________________________
 DH8549* NAD 83(1986) POSITION- 43 45 33.6    (N) 089 04 00.8    (W)   HD_HELD2
 DH8549* NAVD 88 ORTHO HEIGHT -   255.677 (meters)      838.83  (feet) ADJUSTED
 DH8549  ______________________________________________________________________
 DH8549  GEOID HEIGHT    -        -35.946 (meters)                     GEOID18
 DH8549  DYNAMIC HEIGHT  -        255.620 (meters)      838.65  (feet) COMP
 DH8549  MODELED GRAVITY -    980,390.5   (mgal)                       NAVD 88
 DH8549
 DH8549  VERT ORDER      -  SECOND    CLASS I
 DH8549
 DH8549.The horizontal coordinates were established by autonomous hand held GPS
 DH8549.observations and have an estimated accuracy of +/- 10 meters.
 DH8549
 DH8549.The orthometric height was determined by differential leveling and
 DH8549.adjusted by the WI DEPT OF TRANSP
 DH8549.in May 2012.
 DH8549
 DH8549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8549.GEOID18 height accuracy estimate available here.
 DH8549
 DH8549.Click photographs - Photos may exist for this station.
 DH8549
 DH8549.The dynamic height is computed by dividing the NAVD 88
 DH8549.geopotential number by the normal gravity value computed on the
 DH8549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8549.degrees latitude (g = 980.6199 gals.).
 DH8549
 DH8549.The modeled gravity was interpolated from observed gravity values.
 DH8549
 DH8549;                    North         East    Units  Estimated Accuracy
 DH8549;SPC WI S     -   195,868.      675,138.      MT  (+/- 10 meters HH2 GPS)
 DH8549
 DH8549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3361947219(NAD 83)
 DH8549
 DH8549                          SUPERSEDED SURVEY CONTROL
 DH8549
 DH8549  NAVD 88 (04/20/07)  255.654  (m)          838.76   (f) SUPERSEDED  2 1
 DH8549
 DH8549.Superseded values are not recommended for survey control.
 DH8549
 DH8549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8549.See file dsdata.pdf to determine how the superseded data were derived.
 DH8549
 DH8549_MARKER: DD = SURVEY DISK
 DH8549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8549_STAMPING: 3V06 2004
 DH8549_MARK LOGO: WIDT
 DH8549_PROJECTION: FLUSH
 DH8549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8549+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 DH8549
 DH8549  HISTORY     - Date     Condition        Report By
 DH8549  HISTORY     - 2004     MONUMENTED       WIDT
 DH8549  HISTORY     - 20071119 GOOD             WIDT
 DH8549
 DH8549                          STATION DESCRIPTION
 DH8549
 DH8549'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8549'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8549'STATION FROM THE JUNCTION OF STATE HIGHWAY 44 SOUTH AND STATE HIGHWAY
 DH8549'73 NORTH ABOUT 3 MI (4.83 KM) WEST OF THE CITY OF MARKESAN, GO NORTH
 DH8549'ON STATE HIGHWAY 73 FOR 4.5 MI (7.24 KM) TO OLD DITCH ROAD ON THE LEFT
 DH8549'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8549'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8549'IN THE 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 DH8549'PAVEMENT.  THE STATION IS 13.6 M (44.6 FT) WEST OF THE CENTERLINE OF
 DH8549'STATE HIGHWAY 73, 19.1 M (62.7 FT) SOUTH OF THE CENTERLINE OF OLD
 DH8549'DITCH ROAD, 4 M (13.1 FT) EAST OF A CULTIVATED FIELD, AND 0.9 M (3.0
 DH8549'FT) WEST, NORTHEAST, AND SOUTHEAST OF THREE WHITE PLASTIC WITNESS
 DH8549'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8549'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8549
 DH8549                          STATION RECOVERY (2007)
 DH8549
 DH8549'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8550 ***********************************************************************
 DH8550  DESIGNATION -  3V07
 DH8550  PID         -  DH8550
 DH8550  STATE/COUNTY-  WI/GREEN LAKE
 DH8550  COUNTRY     -  US
 DH8550  USGS QUAD   -  PRINCETON EAST (2018)
 DH8550
 DH8550                         *CURRENT SURVEY CONTROL
 DH8550  ______________________________________________________________________
 DH8550* NAD 83(1986) POSITION- 43 47 13.2    (N) 089 05 02.8    (W)   HD_HELD2
 DH8550* NAVD 88 ORTHO HEIGHT -   242.912 (meters)      796.95  (feet) ADJUSTED
 DH8550  ______________________________________________________________________
 DH8550  GEOID HEIGHT    -        -36.023 (meters)                     GEOID18
 DH8550  DYNAMIC HEIGHT  -        242.858 (meters)      796.78  (feet) COMP
 DH8550  MODELED GRAVITY -    980,389.7   (mgal)                       NAVD 88
 DH8550
 DH8550  VERT ORDER      -  SECOND    CLASS I
 DH8550
 DH8550.The horizontal coordinates were established by autonomous hand held GPS
 DH8550.observations and have an estimated accuracy of +/- 10 meters.
 DH8550
 DH8550.The orthometric height was determined by differential leveling and
 DH8550.adjusted by the WI DEPT OF TRANSP
 DH8550.in May 2012.
 DH8550
 DH8550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8550.GEOID18 height accuracy estimate available here.
 DH8550
 DH8550.Click photographs - Photos may exist for this station.
 DH8550
 DH8550.The dynamic height is computed by dividing the NAVD 88
 DH8550.geopotential number by the normal gravity value computed on the
 DH8550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8550.degrees latitude (g = 980.6199 gals.).
 DH8550
 DH8550.The modeled gravity was interpolated from observed gravity values.
 DH8550
 DH8550;                    North         East    Units  Estimated Accuracy
 DH8550;SPC WI S     -   198,926.      673,717.      MT  (+/- 10 meters HH2 GPS)
 DH8550
 DH8550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3231050326(NAD 83)
 DH8550
 DH8550                          SUPERSEDED SURVEY CONTROL
 DH8550
 DH8550  NAVD 88 (04/20/07)  242.889  (m)          796.88   (f) SUPERSEDED  2 1
 DH8550
 DH8550.Superseded values are not recommended for survey control.
 DH8550
 DH8550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8550.See file dsdata.pdf to determine how the superseded data were derived.
 DH8550
 DH8550_MARKER: DD = SURVEY DISK
 DH8550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8550_STAMPING: 3V07 2004
 DH8550_MARK LOGO: WIDT
 DH8550_PROJECTION: FLUSH
 DH8550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8550+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 DH8550
 DH8550  HISTORY     - Date     Condition        Report By
 DH8550  HISTORY     - 2004     MONUMENTED       WIDT
 DH8550  HISTORY     - 20071119 GOOD             WIDT
 DH8550
 DH8550                          STATION DESCRIPTION
 DH8550
 DH8550'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8550'OWNERSHIP--GREEN LAKE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8550'OF STATE HIGHWAY 73 WITH COUNTY HIGHWAY D ABOUT 6 MI (9.66 KM)
 DH8550'SOUTHEAST OF THE CITY OF PRINCETON, GO NORTHWEST ON COUNTY HIGHWAY D
 DH8550'FOR 0.4 MI (0.64 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8550'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8550'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH8550'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.4 M (47.2 FT)
 DH8550'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY D, 11.8 M (38.7
 DH8550'FT) SOUTHEAST OF A METAL POST FOR A --CAUTION GAS PIPELINE-- POST, AND
 DH8550'1.0 M (3.3 FT) NORTH-NORTHEAST, SOUTHEAST, AND WEST-SOUTHWEST OF THREE
 DH8550'WHITE PLASTIC POSTS.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH8550'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8550
 DH8550                          STATION RECOVERY (2007)
 DH8550
 DH8550'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8550'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 13.5 M
 DH8550'SOUTH-SOUTHEAST OF A STEEL POST WITH A WOOD BOARD ATTACHED. ---NOTE---
 DH8550'TREES IN THE SOUTHWEST QUADRANTS EXTEND TO 20 DEGREES ABOVE THE
 DH8550'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8551 ***********************************************************************
 DH8551  DESIGNATION -  3V08
 DH8551  PID         -  DH8551
 DH8551  STATE/COUNTY-  WI/GREEN LAKE
 DH8551  COUNTRY     -  US
 DH8551  USGS QUAD   -  PRINCETON EAST (2018)
 DH8551
 DH8551                         *CURRENT SURVEY CONTROL
 DH8551  ______________________________________________________________________
 DH8551* NAD 83(1986) POSITION- 43 49 45.7    (N) 089 07 20.8    (W)   HD_HELD2
 DH8551* NAVD 88 ORTHO HEIGHT -   251.264 (meters)      824.36  (feet) ADJUSTED
 DH8551  ______________________________________________________________________
 DH8551  GEOID HEIGHT    -        -36.119 (meters)                     GEOID18
 DH8551  DYNAMIC HEIGHT  -        251.208 (meters)      824.17  (feet) COMP
 DH8551  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 DH8551
 DH8551  VERT ORDER      -  SECOND    CLASS I
 DH8551
 DH8551.The horizontal coordinates were established by autonomous hand held GPS
 DH8551.observations and have an estimated accuracy of +/- 10 meters.
 DH8551
 DH8551.The orthometric height was determined by differential leveling and
 DH8551.adjusted by the WI DEPT OF TRANSP
 DH8551.in May 2012.
 DH8551
 DH8551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8551.GEOID18 height accuracy estimate available here.
 DH8551
 DH8551.Click photographs - Photos may exist for this station.
 DH8551
 DH8551.The dynamic height is computed by dividing the NAVD 88
 DH8551.geopotential number by the normal gravity value computed on the
 DH8551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8551.degrees latitude (g = 980.6199 gals.).
 DH8551
 DH8551.The modeled gravity was interpolated from observed gravity values.
 DH8551
 DH8551;                    North         East    Units  Estimated Accuracy
 DH8551;SPC WI S     -   203,599.      670,583.      MT  (+/- 10 meters HH2 GPS)
 DH8551
 DH8551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2934655110(NAD 83)
 DH8551
 DH8551                          SUPERSEDED SURVEY CONTROL
 DH8551
 DH8551  NAVD 88 (04/20/07)  251.241  (m)          824.28   (f) SUPERSEDED  2 1
 DH8551
 DH8551.Superseded values are not recommended for survey control.
 DH8551
 DH8551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8551.See file dsdata.pdf to determine how the superseded data were derived.
 DH8551
 DH8551_MARKER: DD = SURVEY DISK
 DH8551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8551_STAMPING: 3V08 2004
 DH8551_MARK LOGO: WIDT
 DH8551_PROJECTION: FLUSH
 DH8551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8551+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 DH8551
 DH8551  HISTORY     - Date     Condition        Report By
 DH8551  HISTORY     - 2004     MONUMENTED       WIDT
 DH8551  HISTORY     - 20071119 GOOD             WIDT
 DH8551
 DH8551                          STATION DESCRIPTION
 DH8551
 DH8551'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8551'OWNERSHIP--GREEN LAKE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH8551'OF STATE HIGHWAY 73 WITH COUNTY HIGHWAY D ABOUT 6 MI (9.66 KM)
 DH8551'SOUTHEAST OF THE CITY OF PRINCETON, GO NORTHEAST THEN NORTH ON COUNTY
 DH8551'HIGHWAY D FOR 4.2 MI (6.76 KM) TO THE STATION ON THE RIGHT.  THE
 DH8551'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8551'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8551'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8551'11.2 M (36.7 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY D, 17 M
 DH8551'(55.8 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF HIGHWAY PRIVATE
 DH8551'ENTRANCE --N5521--, 9.4 M (30.8 FT) WEST OF A BARBED WIRE FENCE, AND
 DH8551'1.0 M (3.3 FT) NORTH AND SOUTH OF TWO WHITE PLASTIC WITNESS POSTS.
 DH8551'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8551'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8551
 DH8551                          STATION RECOVERY (2007)
 DH8551
 DH8551'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8551'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.07 MILES NORTH OF
 DH8551'COUNTY HIGHWAY T.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7699 ***********************************************************************
 DE7699  DESIGNATION -  3W26
 DE7699  PID         -  DE7699
 DE7699  STATE/COUNTY-  WI/GREEN LAKE
 DE7699  COUNTRY     -  US
 DE7699  USGS QUAD   -  GREEN LAKE (2018)
 DE7699
 DE7699                         *CURRENT SURVEY CONTROL
 DE7699  ______________________________________________________________________
 DE7699* NAD 83(1986) POSITION- 43 52 18.9    (N) 088 55 33.2    (W)   HD_HELD2
 DE7699* NAVD 88 ORTHO HEIGHT -   261.818 (meters)      858.98  (feet) ADJUSTED
 DE7699  ______________________________________________________________________
 DE7699  GEOID HEIGHT    -        -36.164 (meters)                     GEOID18
 DE7699  DYNAMIC HEIGHT  -        261.759 (meters)      858.79  (feet) COMP
 DE7699  MODELED GRAVITY -    980,389.8   (mgal)                       NAVD 88
 DE7699
 DE7699  VERT ORDER      -  SECOND    CLASS I
 DE7699
 DE7699.The horizontal coordinates were established by autonomous hand held GPS
 DE7699.observations and have an estimated accuracy of +/- 10 meters.
 DE7699
 DE7699.The orthometric height was determined by differential leveling and
 DE7699.adjusted by the WI DEPT OF TRANSP
 DE7699.in May 2012.
 DE7699
 DE7699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7699.GEOID18 height accuracy estimate available here.
 DE7699
 DE7699.Click photographs - Photos may exist for this station.
 DE7699
 DE7699.The dynamic height is computed by dividing the NAVD 88
 DE7699.geopotential number by the normal gravity value computed on the
 DE7699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7699.degrees latitude (g = 980.6199 gals.).
 DE7699
 DE7699.The modeled gravity was interpolated from observed gravity values.
 DE7699
 DE7699;                    North         East    Units  Estimated Accuracy
 DE7699;SPC WI S     -   208,512.      686,330.      MT  (+/- 10 meters HH2 GPS)
 DE7699
 DE7699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4526059449(NAD 83)
 DE7699
 DE7699                          SUPERSEDED SURVEY CONTROL
 DE7699
 DE7699  NAVD 88 (04/20/07)  261.793  (m)          858.90   (f) SUPERSEDED  2 1
 DE7699  NAVD 88 (05/16/03)  261.770  (m)          858.82   (f) SUPERSEDED  2 1
 DE7699
 DE7699.Superseded values are not recommended for survey control.
 DE7699
 DE7699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7699.See file dsdata.pdf to determine how the superseded data were derived.
 DE7699
 DE7699_MARKER: DD = SURVEY DISK
 DE7699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7699_STAMPING: 3W26 2001
 DE7699_MARK LOGO: WIDT
 DE7699_PROJECTION: FLUSH
 DE7699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7699+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 DE7699
 DE7699  HISTORY     - Date     Condition        Report By
 DE7699  HISTORY     - 20000927 MONUMENTED       WIDT
 DE7699  HISTORY     - 2001     GOOD             WIDT
 DE7699  HISTORY     - 20030730 GOOD             USPSQD
 DE7699  HISTORY     - 2004     GOOD             WIDT
 DE7699  HISTORY     - 20050613 GOOD             WIDT
 DE7699  HISTORY     - 20060811 GOOD             USPSQD
 DE7699
 DE7699                          STATION DESCRIPTION
 DE7699
 DE7699'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7699'THE STATION IS LOCATED ABOUT 40 KM WEST-NORTHWEST OF FOND DU LAC AND
 DE7699'11 KM SOUTH OF BERLIN. OWNERSHIP--TOWN OF BROOKLYN. TO REACH THE
 DE7699'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 49
 DE7699'ABOUT 2 KM NORTHEAST OF THE VILLAGE OF GREEN LAKE, GO EAST ON STATE
 DE7699'HIGHWAY 23 FOR 1.3 KM TO FOREST RIDGE ROAD, TURN LEFT AND GO NORTH ON
 DE7699'FOREST RIDGE ROAD FOR 1.8 KM TO COUNTY HIGHWAY J AND THE STATION ON
 DE7699'THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7699'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7699'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5
 DE7699'M BELOW THE ROAD PAVEMENT. THE STATION IS 9.8 M WEST OF THE
 DE7699'CENTERLINE OF FOREST RIDGE ROAD, 27.4 M NORTHWEST OF A TELEPHONE
 DE7699'PEDESTAL --3B--, 26.0 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY J,
 DE7699'13.3 M NORTH-NORTHWEST OF A WOOD POST FOR A --STOP-- SIGN, AND 0.5 M
 DE7699'EAST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 DE7699'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DE7699'HORIZON.
 DE7699
 DE7699                          STATION RECOVERY (2003)
 DE7699
 DE7699'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7699'RECOVERED IN GOOD CONDITION.
 DE7699
 DE7699                          STATION RECOVERY (2004)
 DE7699
 DE7699'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DE7699'RECOVERED AS DESCRIBED.
 DE7699
 DE7699                          STATION RECOVERY (2005)
 DE7699
 DE7699'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7699'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 M EAST OF A FIELD
 DE7699'OF 4 M HIGH EVERGREEN TREES, 0.7 M EAST OF A BARBED WIRE FENCE, AND IS
 DE7699'0.5 M EAST, 1.0 M NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE
 DE7699'PLASTIC WITNESS POSTS.  NOTE-- COUNTY HIGHWAY J EXTENDED EAST OF STATE
 DE7699'HIGHWAY 49 IS NAMED BROOKLYN J ROAD, NOT COUNTY HIGHWAY J.
 DE7699
 DE7699                          STATION RECOVERY (2006)
 DE7699
 DE7699'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7389 ***********************************************************************
 DE7389  DESIGNATION -  3W27
 DE7389  PID         -  DE7389
 DE7389  STATE/COUNTY-  WI/GREEN LAKE
 DE7389  COUNTRY     -  US
 DE7389  USGS QUAD   -  BERLIN (2018)
 DE7389
 DE7389                         *CURRENT SURVEY CONTROL
 DE7389  ______________________________________________________________________
 DE7389* NAD 83(1986) POSITION- 43 53 44.6    (N) 088 56 45.7    (W)   HD_HELD2
 DE7389* NAVD 88 ORTHO HEIGHT -   277.631 (meters)      910.86  (feet) ADJUSTED
 DE7389  ______________________________________________________________________
 DE7389  GEOID HEIGHT    -        -36.226 (meters)                     GEOID18
 DE7389  DYNAMIC HEIGHT  -        277.569 (meters)      910.66  (feet) COMP
 DE7389  MODELED GRAVITY -    980,387.3   (mgal)                       NAVD 88
 DE7389
 DE7389  VERT ORDER      -  SECOND    CLASS I
 DE7389
 DE7389.The horizontal coordinates were established by autonomous hand held GPS
 DE7389.observations and have an estimated accuracy of +/- 10 meters.
 DE7389
 DE7389.The orthometric height was determined by differential leveling and
 DE7389.adjusted by the WI DEPT OF TRANSP
 DE7389.in May 2012.
 DE7389
 DE7389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7389.GEOID18 height accuracy estimate available here.
 DE7389
 DE7389.Click photographs - Photos may exist for this station.
 DE7389
 DE7389.The dynamic height is computed by dividing the NAVD 88
 DE7389.geopotential number by the normal gravity value computed on the
 DE7389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7389.degrees latitude (g = 980.6199 gals.).
 DE7389
 DE7389.The modeled gravity was interpolated from observed gravity values.
 DE7389
 DE7389;                    North         East    Units  Estimated Accuracy
 DE7389;SPC WI S     -   211,136.      684,678.      MT  (+/- 10 meters HH2 GPS)
 DE7389
 DE7389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4370462131(NAD 83)
 DE7389
 DE7389                          SUPERSEDED SURVEY CONTROL
 DE7389
 DE7389  NAVD 88 (04/20/07)  277.606  (m)          910.78   (f) SUPERSEDED  2 1
 DE7389  NAVD 88 (05/16/03)  277.586  (m)          910.71   (f) SUPERSEDED  2 1
 DE7389
 DE7389.Superseded values are not recommended for survey control.
 DE7389
 DE7389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7389.See file dsdata.pdf to determine how the superseded data were derived.
 DE7389
 DE7389_MARKER: DD = SURVEY DISK
 DE7389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7389_STAMPING: 3W27 2001
 DE7389_MARK LOGO: WIDT
 DE7389_PROJECTION: FLUSH
 DE7389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7389+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2010
 DE7389
 DE7389  HISTORY     - Date     Condition        Report By
 DE7389  HISTORY     - 20000927 MONUMENTED       WIDT
 DE7389  HISTORY     - 20030730 GOOD             USPSQD
 DE7389  HISTORY     - 20050613 GOOD             WIDT
 DE7389  HISTORY     - 20060811 GOOD             USPSQD
 DE7389  HISTORY     - 20100821 GOOD             GEOCAC
 DE7389
 DE7389                          STATION DESCRIPTION
 DE7389
 DE7389'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7389'THE STATION IS LOCATED ABOUT 42 KM WEST-NORTHWEST OF FOND DU LAC AND
 DE7389'8 KM SOUTH OF BERLIN. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7389'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7389'HIGHWAY 23 WITH STATE HIGHWAY 49 ABOUT 2 KM NORTHEAST OF THE VILLAGE
 DE7389'OF GREEN LAKE, GO NORTH ON STATE HIGHWAY 49 FOR 4.5 KM TO TOWNLINE
 DE7389'ROAD AND THE STATION ON THE RIGHT.  THE STATION IS LOCATED IN THE
 DE7389'NORTHEAST QUADRANT OF THE INTERSECTION.  THE STATION IS A BRONZE
 DE7389'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7389'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7389'A DEPTH OF 2.1 M AND ABOUT 2 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DE7389'STATION IS 26.5 M EAST OF THE CENTERLINE OF STATE HIGHWAY 49, 68.3 M
 DE7389'SOUTHEAST OF A WOOD POST FOR A --ADOPT A HIGHWAY-- SIGN, 30.0 M NORTH
 DE7389'OF THE CENTERLINE OF TOWNLINE ROAD, 27.1 M NORTHEAST OF A WOOD POST
 DE7389'FOR A --STOP-- SIGN AND 1.0 M SOUTHWEST OF A WHITE PLASTIC WITNESS
 DE7389'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7389'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DE7389
 DE7389                          STATION RECOVERY (2003)
 DE7389
 DE7389'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7389'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE TREES TO THE EAST ARE
 DE7389'CLOSE TO BEING HIGH ENOUGH TO OBSTRUCT SATELLITE OBSERVATIONS.
 DE7389
 DE7389                          STATION RECOVERY (2005)
 DE7389
 DE7389'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7389'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 6 M SOUTHEAST OF A
 DE7389'ROW OF TREES EXTENDING ABOUT 50 DEGREES ABOVE THE HORIZON.  ADD-- THE
 DE7389'STATION IS 1.0 M SOUTHWEST, 1.0 M NORTHWEST, AND 1.0 M SOUTHEAST OF
 DE7389'THREE WHITE PLASTIC WITNESS POSTS.
 DE7389
 DE7389                          STATION RECOVERY (2006)
 DE7389
 DE7389'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7389'RECOVERED IN GOOD CONDITION.
 DE7389
 DE7389                          STATION RECOVERY (2010)
 DE7389
 DE7389'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DE7389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7390 ***********************************************************************
 DE7390  DESIGNATION -  3W28
 DE7390  PID         -  DE7390
 DE7390  STATE/COUNTY-  WI/GREEN LAKE
 DE7390  COUNTRY     -  US
 DE7390  USGS QUAD   -  BERLIN (2018)
 DE7390
 DE7390                         *CURRENT SURVEY CONTROL
 DE7390  ______________________________________________________________________
 DE7390* NAD 83(1986) POSITION- 43 54 48.9    (N) 088 56 46.9    (W)   HD_HELD2
 DE7390* NAVD 88 ORTHO HEIGHT -   264.923 (meters)      869.17  (feet) ADJUSTED
 DE7390  ______________________________________________________________________
 DE7390  GEOID HEIGHT    -        -36.262 (meters)                     GEOID18
 DE7390  DYNAMIC HEIGHT  -        264.863 (meters)      868.97  (feet) COMP
 DE7390  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 DE7390
 DE7390  VERT ORDER      -  SECOND    CLASS I
 DE7390
 DE7390.The horizontal coordinates were established by autonomous hand held GPS
 DE7390.observations and have an estimated accuracy of +/- 10 meters.
 DE7390
 DE7390.The orthometric height was determined by differential leveling and
 DE7390.adjusted by the WI DEPT OF TRANSP
 DE7390.in May 2012.
 DE7390
 DE7390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7390.GEOID18 height accuracy estimate available here.
 DE7390
 DE7390.Click photographs - Photos may exist for this station.
 DE7390
 DE7390.The dynamic height is computed by dividing the NAVD 88
 DE7390.geopotential number by the normal gravity value computed on the
 DE7390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7390.degrees latitude (g = 980.6199 gals.).
 DE7390
 DE7390.The modeled gravity was interpolated from observed gravity values.
 DE7390
 DE7390;                    North         East    Units  Estimated Accuracy
 DE7390;SPC WI S     -   213,120.      684,626.      MT  (+/- 10 meters HH2 GPS)
 DE7390
 DE7390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4372464116(NAD 83)
 DE7390
 DE7390                          SUPERSEDED SURVEY CONTROL
 DE7390
 DE7390  NAVD 88 (04/20/07)  264.898  (m)          869.09   (f) SUPERSEDED  2 1
 DE7390  NAVD 88 (05/16/03)  264.878  (m)          869.02   (f) SUPERSEDED  2 1
 DE7390
 DE7390.Superseded values are not recommended for survey control.
 DE7390
 DE7390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7390.See file dsdata.pdf to determine how the superseded data were derived.
 DE7390
 DE7390_MARKER: DD = SURVEY DISK
 DE7390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7390_STAMPING: 3W28 2001
 DE7390_MARK LOGO: WIDT
 DE7390_PROJECTION: FLUSH
 DE7390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7390+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2010
 DE7390
 DE7390  HISTORY     - Date     Condition        Report By
 DE7390  HISTORY     - 2000     MONUMENTED       WIDT
 DE7390  HISTORY     - 20030730 GOOD             USPSQD
 DE7390  HISTORY     - 20050613 GOOD             WIDT
 DE7390  HISTORY     - 20060811 GOOD             USPSQD
 DE7390  HISTORY     - 20100808 GOOD             GEOCAC
 DE7390
 DE7390                          STATION DESCRIPTION
 DE7390
 DE7390'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7390'THE STATION IS LOCATED ABOUT 43 KM WEST-NORTHWEST OF FOND DU LAC AND
 DE7390'6 KM SOUTH OF BERLIN. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7390'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7390'HIGHWAY 49 SOUTH WITH STATE HIGHWAY 91 IN THE CITY OF BERLIN, GO
 DE7390'SOUTH ON STATE HIGHWAY 49 FOR 5.8 KM TO COUNTY HIGHWAY AA WEST ON THE
 DE7390'RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 49 FOR 0.40 KM TO THE STATION
 DE7390'ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7390'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7390'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DE7390'BELOW THE HIGHWAY PAVEMENT. THE STATION IS 16.0 M EAST OF THE
 DE7390'CENTERLINE OF STATE HIGHWAY 49, 100 M SOUTH OF THE EXTENDED
 DE7390'CENTERLINE OF PRIVATE ENTRANCE --N7823--, 27.5 M EAST-NORTHEAST OF A
 DE7390'WOOD POST FOR A --NO PASSING ZONE-- SIGN, 6 M SOUTH OF THE CENTERLINE
 DE7390'OF A FIELD ENTRANCE, 5.3 M SOUTHWEST OF A CORNER FENCE POST, AND 1.0
 DE7390'M WEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 DE7390'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7390'HORIZON.
 DE7390
 DE7390                          STATION RECOVERY (2003)
 DE7390
 DE7390'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7390'RECOVERED IN GOOD CONDITION.
 DE7390
 DE7390                          STATION RECOVERY (2005)
 DE7390
 DE7390'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7390'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE NORTH OF
 DE7390'W. FOREST RIDGE ROAD, 0.2 MILE SOUTH OF COUNTY HIGHWAY AA WEST ON THE
 DE7390'EAST SIDE OF STATE HIGHWAY 49, AND IS 1.0 M WEST, 1.0 M NORTHEAST, AND
 DE7390'1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7390
 DE7390                          STATION RECOVERY (2006)
 DE7390
 DE7390'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7390'RECOVERED IN GOOD CONDITION.
 DE7390
 DE7390                          STATION RECOVERY (2010)
 DE7390
 DE7390'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DE7390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7392 ***********************************************************************
 DE7392  DESIGNATION -  3W29
 DE7392  PID         -  DE7392
 DE7392  STATE/COUNTY-  WI/GREEN LAKE
 DE7392  COUNTRY     -  US
 DE7392  USGS QUAD   -  BERLIN (2018)
 DE7392
 DE7392                         *CURRENT SURVEY CONTROL
 DE7392  ______________________________________________________________________
 DE7392* NAD 83(1986) POSITION- 43 57 35.8    (N) 088 56 32.0    (W)   HD_HELD2
 DE7392* NAVD 88 ORTHO HEIGHT -   231.906 (meters)      760.84  (feet) ADJUSTED
 DE7392  ______________________________________________________________________
 DE7392  GEOID HEIGHT    -        -36.341 (meters)                     GEOID18
 DE7392  DYNAMIC HEIGHT  -        231.855 (meters)      760.68  (feet) COMP
 DE7392  MODELED GRAVITY -    980,394.7   (mgal)                       NAVD 88
 DE7392
 DE7392  VERT ORDER      -  SECOND    CLASS I
 DE7392
 DE7392.The horizontal coordinates were established by autonomous hand held GPS
 DE7392.observations and have an estimated accuracy of +/- 10 meters.
 DE7392
 DE7392.The orthometric height was determined by differential leveling and
 DE7392.adjusted by the WI DEPT OF TRANSP
 DE7392.in May 2012.
 DE7392
 DE7392.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7392.GEOID18 height accuracy estimate available here.
 DE7392
 DE7392.Click photographs - Photos may exist for this station.
 DE7392
 DE7392.The dynamic height is computed by dividing the NAVD 88
 DE7392.geopotential number by the normal gravity value computed on the
 DE7392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7392.degrees latitude (g = 980.6199 gals.).
 DE7392
 DE7392.The modeled gravity was interpolated from observed gravity values.
 DE7392
 DE7392;                    North         East    Units  Estimated Accuracy
 DE7392;SPC WI S     -   218,275.      684,893.      MT  (+/- 10 meters HH2 GPS)
 DE7392
 DE7392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4417869257(NAD 83)
 DE7392
 DE7392                          SUPERSEDED SURVEY CONTROL
 DE7392
 DE7392  NAVD 88 (04/20/07)  231.882  (m)          760.77   (f) SUPERSEDED  2 1
 DE7392  NAVD 88 (05/16/03)  231.864  (m)          760.71   (f) SUPERSEDED  2 1
 DE7392
 DE7392.Superseded values are not recommended for survey control.
 DE7392
 DE7392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7392.See file dsdata.pdf to determine how the superseded data were derived.
 DE7392
 DE7392_MARKER: DD = SURVEY DISK
 DE7392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7392_STAMPING: 3W29 2001
 DE7392_MARK LOGO: WIDT
 DE7392_PROJECTION: FLUSH
 DE7392_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7392+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 DE7392
 DE7392  HISTORY     - Date     Condition        Report By
 DE7392  HISTORY     - 2000     MONUMENTED       WIDT
 DE7392  HISTORY     - 20030730 GOOD             USPSQD
 DE7392  HISTORY     - 20050606 GOOD             WIDT
 DE7392  HISTORY     - 20060811 GOOD             USPSQD
 DE7392
 DE7392                          STATION DESCRIPTION
 DE7392
 DE7392'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7392'THE STATION IS LOCATED ABOUT 33 KM SOUTH-SOUTHWEST OF OSHKOSH IN THE
 DE7392'CITY OF BERLIN.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.
 DE7392'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 SOUTH WITH
 DE7392'STATE HIGHWAY 91 IN THE CITY OF BERLIN, GO SOUTH ON STATE HIGHWAY 49
 DE7392'FOR 0.8 KM TO SOUTH STREET, CONTINUE SOUTH ON STATE HIGHWAY 49 FOR
 DE7392'0.2 KM TO THE STATION ON THE RIGHT. THE STATION IS LOCATED ON THE
 DE7392'NORTHEAST SIDE OF BADGER MINING CORPORATION LAWN.  THE STATION IS A
 DE7392'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7392'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7392'A DEPTH OF 2.4 M AND ABOUT 0.5 M  ABOVE THE HIGHWAY PAVEMENT. THE
 DE7392'STATION IS 26.5 M WEST OF THE CENTERLINE OF STATE HIGHWAY 49, 45.5 M
 DE7392'NORTH OF A FIRE HYDRANT, 15.0 M SOUTH OF POWER POLE --D5065-6T--, 8.0
 DE7392'M  WEST OF A TELEPHONE PEDESTAL.  ---NOTE---THIS STATION HAS NO
 DE7392'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7392'HORIZON EXCEPT FOR A POWER POLE TO THE NORTH EXTENDING TO 40 DEGREES.
 DE7392
 DE7392                          STATION RECOVERY (2003)
 DE7392
 DE7392'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7392'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 24 FEET
 DE7392'SOUTH-SOUTHEAST OF THE WESTERNMOST --WELCOME TO BERLIN-- SIGN POST.
 DE7392'NOTE-- THE WHITE PLASTIC WITNESS POST IS BROKEN OFF AT GROUND LEVEL
 DE7392'AND MISSING.
 DE7392
 DE7392                          STATION RECOVERY (2005)
 DE7392
 DE7392'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7392'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 19.5 M
 DE7392'WEST-NORTHWEST OF AN --ADOPT-A-HIGHWAY-- SIGN POST, 7.4 M
 DE7392'SOUTH-SOUTHEAST OF THE WESTERN MOST --WELCOME TO BERLIN-- SIGN POST,
 DE7392'AND 0.4 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7392
 DE7392                          STATION RECOVERY (2006)
 DE7392
 DE7392'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7393 ***********************************************************************
 DE7393  DESIGNATION -  3W30
 DE7393  PID         -  DE7393
 DE7393  STATE/COUNTY-  WI/GREEN LAKE
 DE7393  COUNTRY     -  US
 DE7393  USGS QUAD   -  BERLIN (2018)
 DE7393
 DE7393                         *CURRENT SURVEY CONTROL
 DE7393  ______________________________________________________________________
 DE7393* NAD 83(1986) POSITION- 43 58 36.6    (N) 088 56 59.5    (W)   HD_HELD2
 DE7393* NAVD 88 ORTHO HEIGHT -   235.788 (meters)      773.58  (feet) ADJUSTED
 DE7393  ______________________________________________________________________
 DE7393  GEOID HEIGHT    -        -36.361 (meters)                     GEOID18
 DE7393  DYNAMIC HEIGHT  -        235.737 (meters)      773.41  (feet) COMP
 DE7393  MODELED GRAVITY -    980,397.3   (mgal)                       NAVD 88
 DE7393
 DE7393  VERT ORDER      -  SECOND    CLASS I
 DE7393
 DE7393.The horizontal coordinates were established by autonomous hand held GPS
 DE7393.observations and have an estimated accuracy of +/- 10 meters.
 DE7393
 DE7393.The orthometric height was determined by differential leveling and
 DE7393.adjusted by the WI DEPT OF TRANSP
 DE7393.in May 2012.
 DE7393
 DE7393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7393.GEOID18 height accuracy estimate available here.
 DE7393
 DE7393.Click photographs - Photos may exist for this station.
 DE7393
 DE7393.The dynamic height is computed by dividing the NAVD 88
 DE7393.geopotential number by the normal gravity value computed on the
 DE7393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7393.degrees latitude (g = 980.6199 gals.).
 DE7393
 DE7393.The modeled gravity was interpolated from observed gravity values.
 DE7393
 DE7393;                    North         East    Units  Estimated Accuracy
 DE7393;SPC WI S     -   220,144.      684,257.      MT  (+/- 10 meters HH2 GPS)
 DE7393
 DE7393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4360971147(NAD 83)
 DE7393
 DE7393                          SUPERSEDED SURVEY CONTROL
 DE7393
 DE7393  NAVD 88 (04/20/07)  235.763  (m)          773.50   (f) SUPERSEDED  2 1
 DE7393  NAVD 88 (05/16/03)  235.747  (m)          773.45   (f) SUPERSEDED  2 1
 DE7393
 DE7393.Superseded values are not recommended for survey control.
 DE7393
 DE7393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7393.See file dsdata.pdf to determine how the superseded data were derived.
 DE7393
 DE7393_MARKER: DD = SURVEY DISK
 DE7393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7393_STAMPING: 3W30 2001
 DE7393_MARK LOGO: WIDT
 DE7393_PROJECTION: FLUSH
 DE7393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7393+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 DE7393
 DE7393  HISTORY     - Date     Condition        Report By
 DE7393  HISTORY     - 20000927 MONUMENTED       WIDT
 DE7393  HISTORY     - 20030730 GOOD             USPSQD
 DE7393  HISTORY     - 20050606 GOOD             WIDT
 DE7393  HISTORY     - 20060811 GOOD             USPSQD
 DE7393
 DE7393                          STATION DESCRIPTION
 DE7393
 DE7393'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7393'THE STATION IS LOCATED ABOUT 32 KM WEST-SOUTHWEST OF OSHKOSH IN THE
 DE7393'CITY OF BERLIN.  OWNERSHIP--CITY OF BERLIN.  TO REACH THE STATION
 DE7393'FROM THE JUNCTION OF STATE HIGHWAY 49 SOUTH WITH STATE HIGHWAY 91 IN
 DE7393'THE CITY OF BERLIN, GO WEST ON STATE HIGHWAYS 91 AND 49 FOR 0.3 KM TO
 DE7393'NORTH CAPRON STREET, TURN RIGHT AND GO NORTH ON NORTH CAPRON STREET
 DE7393'FOR 1.1 KM TO RIVER DRIVE ON THE LEFT,    GO NORTH ON RIVER DRIVE  FOR
 DE7393'0.1 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7393'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7393'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7393'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 13.6 M WEST
 DE7393'OF THE CENTERLINE OF RIVER DRIVE, 110 M NORTH OF THE CENTERLINE OF
 DE7393'CUMBERLAND DRIVE, 28.8 M NORTHWEST OF LIGHTPOLE --17-13-4.2 37/6--,
 DE7393'20.4 M SOUTHEAST OF A FLAG POLE.  ---NOTE---THIS STATION HAS NO
 DE7393'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7393'HORIZON EXCEPT FOR A TREE TO THE NORTH-NORTHWEST EXTENDING TO 25
 DE7393'DEGREES AND A TREE TO THE SOUTH EXTENDING TO 25 DEGREES.
 DE7393
 DE7393                          STATION RECOVERY (2003)
 DE7393
 DE7393'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7393'RECOVERED IN GOOD CONDITION.
 DE7393
 DE7393                          STATION RECOVERY (2005)
 DE7393
 DE7393'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7393'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14.1 M SOUTH OF THE
 DE7393'SOUTHERN EDGE OF AN EAST-WEST SIDEWALK LEADING TO THE FLAG POLE AND
 DE7393'13.6 M WEST OF THE CENTER OF A MANHOLE COVER IN THE CENTER OF RIVER
 DE7393'DRIVE.  NOTE-- THERE ARE TWO SMALL RECENT SCRAPES ON THE DISK.
 DE7393
 DE7393                          STATION RECOVERY (2006)
 DE7393
 DE7393'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6058 ***********************************************************************
 AI6058  DESIGNATION -  3W31
 AI6058  PID         -  AI6058
 AI6058  STATE/COUNTY-  WI/DODGE
 AI6058  COUNTRY     -  US
 AI6058  USGS QUAD   -  HORICON (2018)
 AI6058
 AI6058                         *CURRENT SURVEY CONTROL
 AI6058  ______________________________________________________________________
 AI6058* NAD 83(1986) POSITION- 43 29 43.9    (N) 088 42 12.6    (W)   HD_HELD2
 AI6058* NAVD 88 ORTHO HEIGHT -   271.164 (meters)      889.64  (feet) ADJUSTED
 AI6058  ______________________________________________________________________
 AI6058  GEOID HEIGHT    -        -35.219 (meters)                     GEOID18
 AI6058  DYNAMIC HEIGHT  -        271.101 (meters)      889.44  (feet) COMP
 AI6058  MODELED GRAVITY -    980,380.8   (mgal)                       NAVD 88
 AI6058
 AI6058  VERT ORDER      -  SECOND    CLASS I
 AI6058
 AI6058.The horizontal coordinates were established by autonomous hand held GPS
 AI6058.observations and have an estimated accuracy of +/- 10 meters.
 AI6058
 AI6058.The orthometric height was determined by differential leveling and
 AI6058.adjusted by the WI DEPT OF TRANSP
 AI6058.in May 2012.
 AI6058
 AI6058.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6058.GEOID18 height accuracy estimate available here.
 AI6058
 AI6058.Click photographs - Photos may exist for this station.
 AI6058
 AI6058.The dynamic height is computed by dividing the NAVD 88
 AI6058.geopotential number by the normal gravity value computed on the
 AI6058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6058.degrees latitude (g = 980.6199 gals.).
 AI6058
 AI6058.The modeled gravity was interpolated from observed gravity values.
 AI6058
 AI6058;                    North         East    Units  Estimated Accuracy
 AI6058;SPC WI S     -   166,954.      704,853.      MT  (+/- 10 meters HH2 GPS)
 AI6058
 AI6058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6227017254(NAD 83)
 AI6058
 AI6058                          SUPERSEDED SURVEY CONTROL
 AI6058
 AI6058  NAVD 88 (04/20/07)  271.138  (m)          889.56   (f) SUPERSEDED  2 1
 AI6058  NAVD 88 (10/20/00)  271.121  (m)          889.50   (f) SUPERSEDED  2 1
 AI6058
 AI6058.Superseded values are not recommended for survey control.
 AI6058
 AI6058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6058.See file dsdata.pdf to determine how the superseded data were derived.
 AI6058
 AI6058_MARKER: DD = SURVEY DISK
 AI6058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6058_STAMPING: 3W31 1999
 AI6058_MARK LOGO: WIDT
 AI6058_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6058+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 AI6058
 AI6058  HISTORY     - Date     Condition        Report By
 AI6058  HISTORY     - 1999     MONUMENTED       WIDT
 AI6058  HISTORY     - 20030813 GOOD             USPSQD
 AI6058  HISTORY     - 20040702 GOOD             WIDT
 AI6058  HISTORY     - 20060918 GOOD             USPSQD
 AI6058
 AI6058                          STATION DESCRIPTION
 AI6058
 AI6058'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6058'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) EAST-NORTHEAST OF
 AI6058'BEAVER DAM, AND 9.7 KM (6.00 MI) NORTH OF JUNEAU.  OWNERSHIP--TOWN OF
 AI6058'BURNETT.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26
 AI6058'WITH STATE HIGHWAY 33 APPROXIMATELY 4.0 KM (2.50 MI) NORTH OF THE CITY
 AI6058'OF JUNEAU, GO NORTH ON STATE HIGHWAY 26 FOR 5.8 KM (3.60 MI) TO COUNTY
 AI6058'HIGHWAY B ON THE LEFT AND TEAL ROAD ON THE RIGHT, TURN RIGHT AND GO
 AI6058'EAST ON TEAL ROAD FOR 0.3 KM (0.20 MI) TO THE WILD GOOSE STATE TRAIL,
 AI6058'CONTINUE EAST APPROXIMATELY 45.7 M (149.9 FT) TO THE STATION ON THE
 AI6058'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6058'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W31 1999-- SET IN THE
 AI6058'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI6058'AND APPROXIMATELY 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION
 AI6058'IS 9 M (29.5 FT) NORTH OF THE CENTERLINE OF TEAL ROAD, APPROXIMATELY
 AI6058'100 M (328.1 FT) WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 52.5 M
 AI6058'(172.2 FT) EAST OF THE CENTERLINE OF THE WILD GOOSE STATE TRAIL, 35.9
 AI6058'M (117.8 FT) EAST OF UNDERGROUND CABLE PEDESTAL --21 115--, 2 M (6.6
 AI6058'FT) SOUTH OF A CULTIVATED FIELD, AND 1 M (3.3 FT) SOUTH OF A WHITE
 AI6058'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6058'OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6058
 AI6058                          STATION RECOVERY (2003)
 AI6058
 AI6058'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6058'RECOVERED IN GOOD CONDITION.
 AI6058
 AI6058                          STATION RECOVERY (2004)
 AI6058
 AI6058'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6058'RECOVERED AS DESCRIBED EXCEPT TWO POSTS ADDED.  THE STATION IS IN THE
 AI6058'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6058
 AI6058                          STATION RECOVERY (2006)
 AI6058
 AI6058'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6184 ***********************************************************************
 AI6184  DESIGNATION -  3W32
 AI6184  PID         -  AI6184
 AI6184  STATE/COUNTY-  WI/DODGE
 AI6184  COUNTRY     -  US
 AI6184  USGS QUAD   -  WAUPUN SOUTH (2018)
 AI6184
 AI6184                         *CURRENT SURVEY CONTROL
 AI6184  ______________________________________________________________________
 AI6184* NAD 83(1986) POSITION- 43 31 37.2    (N) 088 42 26.3    (W)   HD_HELD2
 AI6184* NAVD 88 ORTHO HEIGHT -   271.754 (meters)      891.58  (feet) ADJUSTED
 AI6184  ______________________________________________________________________
 AI6184  GEOID HEIGHT    -        -35.293 (meters)                     GEOID18
 AI6184  DYNAMIC HEIGHT  -        271.691 (meters)      891.37  (feet) COMP
 AI6184  MODELED GRAVITY -    980,382.2   (mgal)                       NAVD 88
 AI6184
 AI6184  VERT ORDER      -  SECOND    CLASS I
 AI6184
 AI6184.The horizontal coordinates were established by autonomous hand held GPS
 AI6184.observations and have an estimated accuracy of +/- 10 meters.
 AI6184
 AI6184.The orthometric height was determined by differential leveling and
 AI6184.adjusted by the WI DEPT OF TRANSP
 AI6184.in May 2012.
 AI6184
 AI6184.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6184.GEOID18 height accuracy estimate available here.
 AI6184
 AI6184.Click photographs - Photos may exist for this station.
 AI6184
 AI6184.The dynamic height is computed by dividing the NAVD 88
 AI6184.geopotential number by the normal gravity value computed on the
 AI6184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6184.degrees latitude (g = 980.6199 gals.).
 AI6184
 AI6184.The modeled gravity was interpolated from observed gravity values.
 AI6184
 AI6184;                    North         East    Units  Estimated Accuracy
 AI6184;SPC WI S     -   170,445.      704,491.      MT  (+/- 10 meters HH2 GPS)
 AI6184
 AI6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6203420755(NAD 83)
 AI6184
 AI6184                          SUPERSEDED SURVEY CONTROL
 AI6184
 AI6184  NAVD 88 (04/20/07)  271.727  (m)          891.49   (f) SUPERSEDED  2 1
 AI6184  NAVD 88 (10/20/00)  271.714  (m)          891.45   (f) SUPERSEDED  2 1
 AI6184
 AI6184.Superseded values are not recommended for survey control.
 AI6184
 AI6184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6184.See file dsdata.pdf to determine how the superseded data were derived.
 AI6184
 AI6184_MARKER: DD = SURVEY DISK
 AI6184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6184_STAMPING: 3W32 1999
 AI6184_MARK LOGO: WIDT
 AI6184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6184+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 AI6184
 AI6184  HISTORY     - Date     Condition        Report By
 AI6184  HISTORY     - 1999     MONUMENTED       WIDT
 AI6184  HISTORY     - 20030813 GOOD             USPSQD
 AI6184  HISTORY     - 20040702 GOOD             WIDT
 AI6184  HISTORY     - 20060918 GOOD             USPSQD
 AI6184
 AI6184                          STATION DESCRIPTION
 AI6184
 AI6184'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6184'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTHEAST OF BEAVER
 AI6184'DAM, AND 11.3 KM (7.00 MI) SOUTHEAST OF WAUPUN.  OWNERSHIP--WISCONSIN
 AI6184'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6184'OF STATE HIGHWAY 26 WITH STATE HIGHWAY 33, APPROXIMATELY 4.0 KM (2.50
 AI6184'MI) NORTH OF THE CITY OF JUNEAU, GO NORTH ON STATE HIGHWAY 26 FOR 7.4
 AI6184'KM (4.60 MI) TO COUNTY HIGHWAY BI ON THE LEFT, CONTINUE NORTH ON STATE
 AI6184'HIGHWAY 26 FOR 1.9 KM (1.20 MI) TO THE STATION ON THE LEFT. THE
 AI6184'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6184'SURVEY CONTROL STATION DISK STAMPED --3W32 1999-- AND SET IN THE TOP
 AI6184'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6184'ABOUT 2.0 M (6.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 14.8
 AI6184'M (48.6 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 26, 35.1 M (115.2
 AI6184'FT) SOUTHEAST OF POWER POLE --12-15-9 42/35--, 29.3 M (96.1 FT) NORTH
 AI6184'OF METAL POST FOR --R/W-- SIGN, 21.7 M (71.2 FT) SOUTH OF METAL POST
 AI6184'FOR --N9167-- SIGN, 12.9 M (42.3 FT) SOUTH OF CENTERLINE OF PRIVATE
 AI6184'ENTRANCE --N9167--, 7.7 M (25.3 FT) SOUTHWEST OF WOOD TRAFFIC
 AI6184'--STOP--SIGN, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI6184'---NOTE--- VISIBLE OBSTRUCTIONS AT THIS STATION ARE POWER LINES IN THE
 AI6184'NORTHWEST AND NORTHEAST QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE
 AI6184'HORIZON.
 AI6184
 AI6184                          STATION RECOVERY (2003)
 AI6184
 AI6184'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6184'RECOVERED IN GOOD CONDITION.
 AI6184
 AI6184                          STATION RECOVERY (2004)
 AI6184
 AI6184'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6184'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI6184'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6184
 AI6184                          STATION RECOVERY (2006)
 AI6184
 AI6184'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6059 ***********************************************************************
 AI6059  DESIGNATION -  3W33
 AI6059  PID         -  AI6059
 AI6059  STATE/COUNTY-  WI/DODGE
 AI6059  COUNTRY     -  US
 AI6059  USGS QUAD   -  WAUPUN SOUTH (2018)
 AI6059
 AI6059                         *CURRENT SURVEY CONTROL
 AI6059  ______________________________________________________________________
 AI6059* NAD 83(1986) POSITION- 43 33 03.0    (N) 088 42 34.1    (W)   HD_HELD2
 AI6059* NAVD 88 ORTHO HEIGHT -   271.450 (meters)      890.58  (feet) ADJUSTED
 AI6059  ______________________________________________________________________
 AI6059  GEOID HEIGHT    -        -35.351 (meters)                     GEOID18
 AI6059  DYNAMIC HEIGHT  -        271.387 (meters)      890.38  (feet) COMP
 AI6059  MODELED GRAVITY -    980,382.9   (mgal)                       NAVD 88
 AI6059
 AI6059  VERT ORDER      -  SECOND    CLASS I
 AI6059
 AI6059.The horizontal coordinates were established by autonomous hand held GPS
 AI6059.observations and have an estimated accuracy of +/- 10 meters.
 AI6059
 AI6059.The orthometric height was determined by differential leveling and
 AI6059.adjusted by the WI DEPT OF TRANSP
 AI6059.in May 2012.
 AI6059
 AI6059.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6059.GEOID18 height accuracy estimate available here.
 AI6059
 AI6059.Click photographs - Photos may exist for this station.
 AI6059
 AI6059.The dynamic height is computed by dividing the NAVD 88
 AI6059.geopotential number by the normal gravity value computed on the
 AI6059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6059.degrees latitude (g = 980.6199 gals.).
 AI6059
 AI6059.The modeled gravity was interpolated from observed gravity values.
 AI6059
 AI6059;                    North         East    Units  Estimated Accuracy
 AI6059;SPC WI S     -   173,090.      704,275.      MT  (+/- 10 meters HH2 GPS)
 AI6059
 AI6059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6191323406(NAD 83)
 AI6059
 AI6059                          SUPERSEDED SURVEY CONTROL
 AI6059
 AI6059  NAVD 88 (04/20/07)  271.423  (m)          890.49   (f) SUPERSEDED  2 1
 AI6059  NAVD 88 (10/20/00)  271.410  (m)          890.45   (f) SUPERSEDED  2 1
 AI6059
 AI6059.Superseded values are not recommended for survey control.
 AI6059
 AI6059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6059.See file dsdata.pdf to determine how the superseded data were derived.
 AI6059
 AI6059_MARKER: DD = SURVEY DISK
 AI6059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6059_STAMPING: 3W33 1999
 AI6059_MARK LOGO: WIDT
 AI6059_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6059+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 AI6059
 AI6059  HISTORY     - Date     Condition        Report By
 AI6059  HISTORY     - 1999     MONUMENTED       WIDT
 AI6059  HISTORY     - 20030813 GOOD             USPSQD
 AI6059  HISTORY     - 20040707 GOOD             WIDT
 AI6059  HISTORY     - 20060918 GOOD             USPSQD
 AI6059
 AI6059                          STATION DESCRIPTION
 AI6059
 AI6059'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6059'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHEAST OF BEAVER
 AI6059'DAM, AND 9.7 KM (6.00 MI) SOUTH-SOUTHEAST OF WAUPUN.
 AI6059'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6059'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 (WATERTOWN STREET) WITH
 AI6059'STATE HIGHWAY 48 (MAIN STREET) IN THE CITY OF WAUPUN, GO SOUTH ON
 AI6059'STATE HIGHWAY 26 FOR 3.4 KM (2.10 MI) TO THE US HIGHWAY 151 BRIDGE
 AI6059'OVER HIGHWAY 26, CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 3.5 KM (2.15
 AI6059'MI) TO THE EAST JUNCTION OF COUNTY HIGHWAY I WITH HIGHWAY 26 ,
 AI6059'CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 1.69 KM (1.05 MI) TO COUNTY
 AI6059'HIGHWAY C, CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 1.1 KM (0.70 MI) TO
 AI6059'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6059'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6059'STAMPED --3W33 1999-- AND SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI6059'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY
 AI6059'PAVEMENT.  THE STATION IS 13.7 M (44.9 FT) WEST-NORTHWEST OF THE
 AI6059'CENTERLINE OF HIGHWAY 26, 39.8 M (130.6 FT) SOUTHWEST OF AN
 AI6059'UNDERGROUND CABLE PEDESTAL --100 109--, 29.8 M (97.8 FT) NORTHWEST OF
 AI6059'A WOOD POST FOR --CURVE LEFT 50 M.P.H.-- TRAFFIC SIGN, 3 M (9.8 FT)
 AI6059'EAST OF A CULTIVATED FIELD, AND 1.O M EAST OF A WHITE PLASTIC WITNESS
 AI6059'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO
 AI6059'MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6059
 AI6059                          STATION RECOVERY (2003)
 AI6059
 AI6059'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6059'RECOVERED IN GOOD CONDITION.
 AI6059
 AI6059                          STATION RECOVERY (2004)
 AI6059
 AI6059'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6059'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI6059'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6059
 AI6059                          STATION RECOVERY (2006)
 AI6059
 AI6059'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6060 ***********************************************************************
 AI6060  DESIGNATION -  3W34
 AI6060  PID         -  AI6060
 AI6060  STATE/COUNTY-  WI/DODGE
 AI6060  COUNTRY     -  US
 AI6060  USGS QUAD   -  WAUPUN SOUTH (2018)
 AI6060
 AI6060                         *CURRENT SURVEY CONTROL
 AI6060  ______________________________________________________________________
 AI6060* NAD 83(1986) POSITION- 43 34 31.8    (N) 088 42 59.2    (W)   HD_HELD2
 AI6060* NAVD 88 ORTHO HEIGHT -   268.474 (meters)      880.82  (feet) ADJUSTED
 AI6060  ______________________________________________________________________
 AI6060  GEOID HEIGHT    -        -35.413 (meters)                     GEOID18
 AI6060  DYNAMIC HEIGHT  -        268.413 (meters)      880.62  (feet) COMP
 AI6060  MODELED GRAVITY -    980,383.3   (mgal)                       NAVD 88
 AI6060
 AI6060  VERT ORDER      -  SECOND    CLASS I
 AI6060
 AI6060.The horizontal coordinates were established by autonomous hand held GPS
 AI6060.observations and have an estimated accuracy of +/- 10 meters.
 AI6060
 AI6060.The orthometric height was determined by differential leveling and
 AI6060.adjusted by the WI DEPT OF TRANSP
 AI6060.in May 2012.
 AI6060
 AI6060.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6060.GEOID18 height accuracy estimate available here.
 AI6060
 AI6060.Click photographs - Photos may exist for this station.
 AI6060
 AI6060.The dynamic height is computed by dividing the NAVD 88
 AI6060.geopotential number by the normal gravity value computed on the
 AI6060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6060.degrees latitude (g = 980.6199 gals.).
 AI6060
 AI6060.The modeled gravity was interpolated from observed gravity values.
 AI6060
 AI6060;                    North         East    Units  Estimated Accuracy
 AI6060;SPC WI S     -   175,822.      703,670.      MT  (+/- 10 meters HH2 GPS)
 AI6060
 AI6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6140726157(NAD 83)
 AI6060
 AI6060                          SUPERSEDED SURVEY CONTROL
 AI6060
 AI6060  NAVD 88 (04/20/07)  268.448  (m)          880.73   (f) SUPERSEDED  2 1
 AI6060  NAVD 88 (10/20/00)  268.429  (m)          880.67   (f) SUPERSEDED  2 1
 AI6060
 AI6060.Superseded values are not recommended for survey control.
 AI6060
 AI6060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6060.See file dsdata.pdf to determine how the superseded data were derived.
 AI6060
 AI6060_MARKER: DD = SURVEY DISK
 AI6060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6060_STAMPING: 3W34 1999
 AI6060_MARK LOGO: WIDT
 AI6060_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6060+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 AI6060
 AI6060  HISTORY     - Date     Condition        Report By
 AI6060  HISTORY     - 1999     MONUMENTED       WIDT
 AI6060  HISTORY     - 20030813 GOOD             USPSQD
 AI6060  HISTORY     - 20040707 GOOD             WIDT
 AI6060  HISTORY     - 20060918 GOOD             USPSQD
 AI6060
 AI6060                          STATION DESCRIPTION
 AI6060
 AI6060'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6060'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHEAST OF BEAVER
 AI6060'DAM, AND 6.4 KM (3.95 MI) SOUTH-SOUTHEAST OF WAUPUN.
 AI6060'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6060'STATION FROM THE JUNCTION OF HIGHWAY 26 (WATERTOWN STREET) WITH STATE
 AI6060'HIGHWAY 49 (MAIN STREET) IN THE CITY OF WAUPUN, GO SOUTH ON STATE
 AI6060'HIGHWAY 26 FOR 3.4 KM (2.10 MI) TO THE US HIGHWAY 151 BRIDGE OVER
 AI6060'STATE HIGHWAY 26, CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 3.5 KM (2.15
 AI6060'MI) TO THE EAST JUNCTION OF HIGHWAY 26 WITH HIGHWAY I ON THE LEFT,
 AI6060'TURN LEFT AND GO NORTH APPROXIMATELY 25 M (82.0 FT) ON HIGHWAY I TO
 AI6060'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 AI6060'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W34
 AI6060'1999-- AND SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI6060'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 AI6060'PAVEMENT.  THE STATION IS 14.8 M (48.6 FT) NORTHWEST OF THE CENTERLINE
 AI6060'OF COUNTY HIGHWAY I, 34.3 M (112.5 FT) NORTHEAST OF THE CENTERLINE OF
 AI6060'HIGHWAYS 26 AND I, 22 M (72.2 FT) SOUTHWEST OF THE EXTENDED CENTERLINE
 AI6060'OF SOMMERS RD, 17.8 M (58.4 FT) NORTH OF TOP CENTER 60 CM (24-INCH)
 AI6060'DIAMETER CORRUGATED METAL CULVERT PIPE UNDER HIGHWAY I, AND 1.0 M (3.3
 AI6060'FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 AI6060'HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE
 AI6060'THE HORIZON.
 AI6060
 AI6060                          STATION RECOVERY (2003)
 AI6060
 AI6060'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6060'RECOVERED IN GOOD CONDITION.
 AI6060
 AI6060                          STATION RECOVERY (2004)
 AI6060
 AI6060'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6060'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI6060'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6060'THE STATION IS 13.6 M NORTH-NORTHWEST OF AN ORANGE TOPPED WHITE
 AI6060'PLASTIC AMERITECH POST --WARNING UNDERGROUND CABLE--.
 AI6060
 AI6060                          STATION RECOVERY (2006)
 AI6060
 AI6060'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6061 ***********************************************************************
 AI6061  DESIGNATION -  3W35
 AI6061  PID         -  AI6061
 AI6061  STATE/COUNTY-  WI/DODGE
 AI6061  COUNTRY     -  US
 AI6061  USGS QUAD   -  WAUPUN SOUTH (2018)
 AI6061
 AI6061                         *CURRENT SURVEY CONTROL
 AI6061  ______________________________________________________________________
 AI6061* NAD 83(1986) POSITION- 43 35 27.3    (N) 088 42 26.9    (W)   HD_HELD2
 AI6061* NAVD 88 ORTHO HEIGHT -   271.533 (meters)      890.85  (feet) ADJUSTED
 AI6061  ______________________________________________________________________
 AI6061  GEOID HEIGHT    -        -35.450 (meters)                     GEOID18
 AI6061  DYNAMIC HEIGHT  -        271.471 (meters)      890.65  (feet) COMP
 AI6061  MODELED GRAVITY -    980,384.1   (mgal)                       NAVD 88
 AI6061
 AI6061  VERT ORDER      -  SECOND    CLASS I
 AI6061
 AI6061.The horizontal coordinates were established by autonomous hand held GPS
 AI6061.observations and have an estimated accuracy of +/- 10 meters.
 AI6061
 AI6061.The orthometric height was determined by differential leveling and
 AI6061.adjusted by the WI DEPT OF TRANSP
 AI6061.in May 2012.
 AI6061
 AI6061.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6061.GEOID18 height accuracy estimate available here.
 AI6061
 AI6061.Click photographs - Photos may exist for this station.
 AI6061
 AI6061.The dynamic height is computed by dividing the NAVD 88
 AI6061.geopotential number by the normal gravity value computed on the
 AI6061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6061.degrees latitude (g = 980.6199 gals.).
 AI6061
 AI6061.The modeled gravity was interpolated from observed gravity values.
 AI6061
 AI6061;                    North         East    Units  Estimated Accuracy
 AI6061;SPC WI S     -   177,545.      704,368.      MT  (+/- 10 meters HH2 GPS)
 AI6061
 AI6061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6216627854(NAD 83)
 AI6061
 AI6061                          SUPERSEDED SURVEY CONTROL
 AI6061
 AI6061  NAVD 88 (04/20/07)  271.506  (m)          890.77   (f) SUPERSEDED  2 1
 AI6061  NAVD 88 (10/20/00)  271.482  (m)          890.69   (f) SUPERSEDED  2 1
 AI6061
 AI6061.Superseded values are not recommended for survey control.
 AI6061
 AI6061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6061.See file dsdata.pdf to determine how the superseded data were derived.
 AI6061
 AI6061_MARKER: DD = SURVEY DISK
 AI6061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6061_STAMPING: 3W35 1999
 AI6061_MARK LOGO: WIDT
 AI6061_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6061+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 AI6061
 AI6061  HISTORY     - Date     Condition        Report By
 AI6061  HISTORY     - 1999     MONUMENTED       WIDT
 AI6061  HISTORY     - 20030813 GOOD             USPSQD
 AI6061  HISTORY     - 20040707 GOOD             WIDT
 AI6061  HISTORY     - 20060918 GOOD             USPSQD
 AI6061
 AI6061                          STATION DESCRIPTION
 AI6061
 AI6061'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6061'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF BEAVER DAM,
 AI6061'AND 4.8 KM (3.00 MI) SOUTHEAST OF WAUPUN.  OWNERSHIP--DODGE COUNTY. TO
 AI6061'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 (WATERTOWN
 AI6061'STREET) WITH STATE HIGHWAY 49 (MAIN STREET) IN THE CITY OF WAUPUN, GO
 AI6061'EAST ON STATE HIGHWAY 49 (MAIN STREET) FOR 0.8 KM (0.50 MI) TO US
 AI6061'HIGHWAY 151 BRIDGE OVER STATE HIGHWAY 49, CONTINUE EAST ON STATE
 AI6061'HIGHWAY 49 FOR 1.21 KM (0.75 MI) TO COUNTY HIGHWAY I ON THE RIGHT,
 AI6061'TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY I FOR 4.8 KM (3.00 MI) TO
 AI6061'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6061'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6061'STAMPED --3W35 1999-- AND SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI6061'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) BELOW THE
 AI6061'HIGHWAY PAVEMENT.  THE STATION IS 10.9 M (35.8 FT) NORTHWEST OF THE
 AI6061'CENTERLINE OF THE HIGHWAY I, 39.9 M (130.9 FT) SOUTH-SOUTHWEST OF
 AI6061'POWER POLE --48/3--, 39 M (128.0 FT) NORTHWEST OF EXTENDED CENTERLINE
 AI6061'OF NEITZELS RD, 38.1 M (125.0 FT) NORTHEAST OF POWER POLE --13-15-16
 AI6061'46/0--, 16.8 M (55.1 FT) NORTHEAST OF YELLOW CARSONITE --SURVEY
 AI6061'MARKER-- WARNING POST, 4.5 M (14.8 FT) EAST OF NORTH/SOUTH BARBED WIRE
 AI6061'FENCE LINE, 1 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI6061'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 AI6061'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWER POLE 13-15-16 46/0
 AI6061'EXTENDING TO 15 DEGREES ABOVE THE HORIZON, AND POWER POLE SEC.  TO PED
 AI6061'48/3 EXTENDING TO 15 DEGREES ABOVE THE HORIZON.
 AI6061
 AI6061                          STATION RECOVERY (2003)
 AI6061
 AI6061'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6061'RECOVERED IN GOOD CONDITION.  NOTE-- NEITZELS ROAD IS AN UNLABELED
 AI6061'GRAVEL ROAD TO THE EAST.
 AI6061
 AI6061                          STATION RECOVERY (2004)
 AI6061
 AI6061'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6061'THE STATION IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 AI6061'PLASTIC WITNESS POSTS.  THE STATION IS NORTH-NORTHEAST OF THE YELLOW
 AI6061'CARSONITE SURVEY MARKER WARNING POST.
 AI6061
 AI6061                          STATION RECOVERY (2006)
 AI6061
 AI6061'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6062 ***********************************************************************
 AI6062  DESIGNATION -  3W36
 AI6062  PID         -  AI6062
 AI6062  STATE/COUNTY-  WI/DODGE
 AI6062  COUNTRY     -  US
 AI6062  USGS QUAD   -  WAUPUN SOUTH (2018)
 AI6062
 AI6062                         *CURRENT SURVEY CONTROL
 AI6062  ______________________________________________________________________
 AI6062* NAD 83(1986) POSITION- 43 36 46.1    (N) 088 41 59.6    (W)   HD_HELD2
 AI6062* NAVD 88 ORTHO HEIGHT -   269.939 (meters)      885.62  (feet) ADJUSTED
 AI6062  ______________________________________________________________________
 AI6062  GEOID HEIGHT    -        -35.501 (meters)                     GEOID18
 AI6062  DYNAMIC HEIGHT  -        269.877 (meters)      885.42  (feet) COMP
 AI6062  MODELED GRAVITY -    980,385.1   (mgal)                       NAVD 88
 AI6062
 AI6062  VERT ORDER      -  SECOND    CLASS I
 AI6062
 AI6062.The horizontal coordinates were established by autonomous hand held GPS
 AI6062.observations and have an estimated accuracy of +/- 10 meters.
 AI6062
 AI6062.The orthometric height was determined by differential leveling and
 AI6062.adjusted by the WI DEPT OF TRANSP
 AI6062.in May 2012.
 AI6062
 AI6062.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6062.GEOID18 height accuracy estimate available here.
 AI6062
 AI6062.Click photographs - Photos may exist for this station.
 AI6062
 AI6062.The dynamic height is computed by dividing the NAVD 88
 AI6062.geopotential number by the normal gravity value computed on the
 AI6062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6062.degrees latitude (g = 980.6199 gals.).
 AI6062
 AI6062.The modeled gravity was interpolated from observed gravity values.
 AI6062
 AI6062;                    North         East    Units  Estimated Accuracy
 AI6062;SPC WI S     -   179,986.      704,942.      MT  (+/- 10 meters HH2 GPS)
 AI6062
 AI6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6282830273(NAD 83)
 AI6062
 AI6062                          SUPERSEDED SURVEY CONTROL
 AI6062
 AI6062  NAVD 88 (04/20/07)  269.912  (m)          885.54   (f) SUPERSEDED  2 1
 AI6062  NAVD 88 (10/20/00)  269.883  (m)          885.44   (f) SUPERSEDED  2 1
 AI6062
 AI6062.Superseded values are not recommended for survey control.
 AI6062
 AI6062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6062.See file dsdata.pdf to determine how the superseded data were derived.
 AI6062
 AI6062_MARKER: DD = SURVEY DISK
 AI6062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6062_STAMPING: 3W36 1999
 AI6062_MARK LOGO: WIDT
 AI6062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6062+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 AI6062
 AI6062  HISTORY     - Date     Condition        Report By
 AI6062  HISTORY     - 1999     MONUMENTED       WIDT
 AI6062  HISTORY     - 20030813 GOOD             USPSQD
 AI6062  HISTORY     - 20040708 GOOD             WIDT
 AI6062  HISTORY     - 20060918 GOOD             USPSQD
 AI6062
 AI6062                          STATION DESCRIPTION
 AI6062
 AI6062'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6062'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) NORTHEAST OF BEAVER
 AI6062'DAM, AND 3.2 KM (2.00 MI) SOUTHEAST OF WAUPUN.  OWNERSHIP--DODGE
 AI6062'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26
 AI6062'(WATERTOWN STREET) WITH STATE HIGHWAY 49 (MAIN STREET) IN THE CITY OF
 AI6062'WAUPUN, GO EAST ON STATE HIGHWAY 49 (MAIN STREET) FOR 0.8 KM (0.50 MI)
 AI6062'TO US HIGHWAY 151 BRIDGE OVER STATE HIGHWAY 49, CONTINUE EAST ON STATE
 AI6062'HIGHWAY 49 FOR 1.21 KM (0.75 MI) TO HIGHWAY I ON THE RIGHT, TURN RIGHT
 AI6062'AND GO SOUTH ON COUNTY HIGHWAY I FOR 2.3 KM (1.40 MI) TO PEACHY ROAD
 AI6062'ON THE LEFT, CONTINUE SOUTH ON COUNTY I FOR APPROXIMATELY 15 M (49.2
 AI6062'FT) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 AI6062'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6062'STAMPED --3W36 1999 -- AND SET IN THE TOP OF A 41-CM (16-INCH)
 AI6062'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6062'HIGHWAY PAVEMENT.  THE STATION IS 10.7 M (35.1 FT) EAST OF THE
 AI6062'CENTERLINE OF COUNTY HIGHWAY I, 14.5 M (47.6 FT) SOUTHWEST OF THE
 AI6062'CENTERLINE OF PEACHY ROAD, 38 M (124.7 FT) WEST-NORTHWEST OF THE
 AI6062'CENTERLINE OF THE WILD GOOSE STATE TRAIL, 32.2 M (105.6 FT) EAST OF
 AI6062'POWER POLE --13-15-10 11/27--, 5.8 M (19.0 FT) SOUTHWEST OF METAL ROAD
 AI6062'SIGN FOR --PEACHY RD/COUNTY HIGHWAY I--, AND 1 M (3.3 FT) WEST OF A
 AI6062'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6062'OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6062
 AI6062                          STATION RECOVERY (2003)
 AI6062
 AI6062'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6062'RECOVERED IN GOOD CONDITION.
 AI6062
 AI6062                          STATION RECOVERY (2004)
 AI6062
 AI6062'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6062'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6062'IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI6062'POSTS.  THE STATION IS .5 M BELOW THE HIGHWAY PAVEMENT AND SOUTHEAST
 AI6062'OF THE CENTER LINE OF PEACHY ROAD.   32.2 M EAST-NORTHEAST OF POWER
 AI6062'POLE --13-15-10 11/27--.  SIGN POST --PEACHY RD/COUNTY HIGHWAY I-- IS
 AI6062'GONE.
 AI6062
 AI6062                          STATION RECOVERY (2006)
 AI6062
 AI6062'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9570 ***********************************************************************
 AI9570  DESIGNATION -  3W37
 AI9570  PID         -  AI9570
 AI9570  STATE/COUNTY-  WI/DODGE
 AI9570  COUNTRY     -  US
 AI9570  USGS QUAD   -  WAUPUN NORTH (2018)
 AI9570
 AI9570                         *CURRENT SURVEY CONTROL
 AI9570  ______________________________________________________________________
 AI9570* NAD 83(1986) POSITION- 43 37 50.1    (N) 088 44 47.8    (W)   HD_HELD2
 AI9570* NAVD 88 ORTHO HEIGHT -   278.623 (meters)      914.12  (feet) ADJUSTED
 AI9570  ______________________________________________________________________
 AI9570  GEOID HEIGHT    -        -35.542 (meters)                     GEOID18
 AI9570  DYNAMIC HEIGHT  -        278.559 (meters)      913.91  (feet) COMP
 AI9570  MODELED GRAVITY -    980,384.2   (mgal)                       NAVD 88
 AI9570
 AI9570  VERT ORDER      -  SECOND    CLASS I
 AI9570
 AI9570.The horizontal coordinates were established by autonomous hand held GPS
 AI9570.observations and have an estimated accuracy of +/- 10 meters.
 AI9570
 AI9570.The orthometric height was determined by differential leveling and
 AI9570.adjusted by the WI DEPT OF TRANSP
 AI9570.in May 2012.
 AI9570
 AI9570.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9570.GEOID18 height accuracy estimate available here.
 AI9570
 AI9570.Click photographs - Photos may exist for this station.
 AI9570
 AI9570.The dynamic height is computed by dividing the NAVD 88
 AI9570.geopotential number by the normal gravity value computed on the
 AI9570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9570.degrees latitude (g = 980.6199 gals.).
 AI9570
 AI9570.The modeled gravity was interpolated from observed gravity values.
 AI9570
 AI9570;                    North         East    Units  Estimated Accuracy
 AI9570;SPC WI S     -   181,903.      701,141.      MT  (+/- 10 meters HH2 GPS)
 AI9570
 AI9570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5910032325(NAD 83)
 AI9570
 AI9570                          SUPERSEDED SURVEY CONTROL
 AI9570
 AI9570  NAVD 88 (04/20/07)  278.596  (m)          914.03   (f) SUPERSEDED  2 1
 AI9570  NAVD 88 (02/05/01)  278.569  (m)          913.94   (f) SUPERSEDED  2 1
 AI9570
 AI9570.Superseded values are not recommended for survey control.
 AI9570
 AI9570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9570.See file dsdata.pdf to determine how the superseded data were derived.
 AI9570
 AI9570_MARKER: DD = SURVEY DISK
 AI9570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9570_STAMPING: 3W37 2000
 AI9570_MARK LOGO: WIDT
 AI9570_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9570+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 AI9570
 AI9570  HISTORY     - Date     Condition        Report By
 AI9570  HISTORY     - 1999     MONUMENTED       WIDT
 AI9570  HISTORY     - 20030813 GOOD             USPSQD
 AI9570  HISTORY     - 20040713 GOOD             WIDT
 AI9570  HISTORY     - 20060919 GOOD             USPSQD
 AI9570
 AI9570                          STATION DESCRIPTION
 AI9570
 AI9570'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9570'THE STATION IS LOCATED IN THE CITY OF WAUPUN.  OWNERSHIP--CITY OF
 AI9570'WAUPUN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 68
 AI9570'WITH STATE HIGHWAY 49 AT THE INTERSECTION OF FOX LAKE ROAD WITH MAIN
 AI9570'STREET IN THE CITY OF WAUPUN, GO EAST ON STATE HIGHWAY 49 (MAIN
 AI9570'STREET) FOR 0.16 KM (0.10 MI) TO ELM STREET ON THE RIGHT, TURN RIGHT
 AI9570'AND GO SOUTH ON ELM STREET FOR 0.16 KM (0.10 MI) TO WEST BROWN STREET,
 AI9570'CONTINUE SOUTH ON ELM STREET FOR 50 M (164.0 FT) TO THE STATION ON THE
 AI9570'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI9570'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W37 2000-- SET IN THE
 AI9570'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI9570'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 18.5 M (60.7
 AI9570'FT) EAST OF THE CENTERLINE OF ELM AVENUE, 49.5 M (162.4 FT) SOUTH OF
 AI9570'THE CENTERLINE OF WEST BROWN STREET, 49.7 M (163.1 FT) SOUTHWEST OF
 AI9570'UTILITY POLE --72-41-WPU--, 29.8 M (97.8 FT) WEST-NORTHWEST OF THE
 AI9570'NORTHWEST MASONRY CORNER OF THE PARK UTILITY BUILDING (LOCATED IN
 AI9570'JOHNSONS WEST END PARK) , AND 7.3 M (24.0 FT) NORTHWEST OF THE
 AI9570'NORTHWEST CORNER POST OF CHAIN LINK TENNIS COURT FENCE.
 AI9570'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI9570'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE IN THE
 AI9570'SOUTHWEST QUADRANT EXTENDING 22 DEGREES ABOVE THE HORIZON.
 AI9570
 AI9570                          STATION RECOVERY (2003)
 AI9570
 AI9570'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9570'RECOVERED IN GOOD CONDITION.  CORRECTION-- 7.3 M (24.0 FT) NORTHEAST
 AI9570'(NOT NORTHWEST)OF THE NORTHWEST CORNER POST OF CHAIN LINK TENNIS COURT
 AI9570'FENCE.
 AI9570
 AI9570                          STATION RECOVERY (2004)
 AI9570
 AI9570'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI9570'RECOVERED AS DESCRIBED EXCEPT THE NORTHEAST AND NORTHWEST CORNERS OF
 AI9570'THE MONUMENT HAVE BEEN CHIPPED.  THE DISK IS NOT HARMED.   THE STATION
 AI9570'IS 14.4 M NORTHEAST OF UTILITY POLE --6-4 11-A--.
 AI9570'
 AI9570
 AI9570                          STATION RECOVERY (2006)
 AI9570
 AI9570'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9568 ***********************************************************************
 AI9568  DESIGNATION -  3W39
 AI9568  PID         -  AI9568
 AI9568  STATE/COUNTY-  WI/FOND DU LAC
 AI9568  COUNTRY     -  US
 AI9568  USGS QUAD   -  BRANDON (2018)
 AI9568
 AI9568                         *CURRENT SURVEY CONTROL
 AI9568  ______________________________________________________________________
 AI9568* NAD 83(1986) POSITION- 43 38 42.2    (N) 088 46 31.6    (W)   HD_HELD2
 AI9568* NAVD 88 ORTHO HEIGHT -   273.243 (meters)      896.46  (feet) ADJUSTED
 AI9568  ______________________________________________________________________
 AI9568  GEOID HEIGHT    -        -35.569 (meters)                     GEOID18
 AI9568  DYNAMIC HEIGHT  -        273.180 (meters)      896.26  (feet) COMP
 AI9568  MODELED GRAVITY -    980,384.5   (mgal)                       NAVD 88
 AI9568
 AI9568  VERT ORDER      -  SECOND    CLASS I
 AI9568
 AI9568.The horizontal coordinates were established by autonomous hand held GPS
 AI9568.observations and have an estimated accuracy of +/- 10 meters.
 AI9568
 AI9568.The orthometric height was determined by differential leveling and
 AI9568.adjusted by the WI DEPT OF TRANSP
 AI9568.in May 2012.
 AI9568
 AI9568.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9568.GEOID18 height accuracy estimate available here.
 AI9568
 AI9568.Click photographs - Photos may exist for this station.
 AI9568
 AI9568.The dynamic height is computed by dividing the NAVD 88
 AI9568.geopotential number by the normal gravity value computed on the
 AI9568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9568.degrees latitude (g = 980.6199 gals.).
 AI9568
 AI9568.The modeled gravity was interpolated from observed gravity values.
 AI9568
 AI9568;                    North         East    Units  Estimated Accuracy
 AI9568;SPC WI S     -   183,477.      698,791.      MT  (+/- 10 meters HH2 GPS)
 AI9568
 AI9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5680833982(NAD 83)
 AI9568
 AI9568                          SUPERSEDED SURVEY CONTROL
 AI9568
 AI9568  NAVD 88 (04/20/07)  273.216  (m)          896.38   (f) SUPERSEDED  2 1
 AI9568  NAVD 88 (02/05/01)  273.191  (m)          896.29   (f) SUPERSEDED  2 1
 AI9568
 AI9568.Superseded values are not recommended for survey control.
 AI9568
 AI9568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9568.See file dsdata.pdf to determine how the superseded data were derived.
 AI9568
 AI9568_MARKER: DD = SURVEY DISK
 AI9568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9568_STAMPING: 3W39 2000
 AI9568_MARK LOGO: WIDT
 AI9568_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9568+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 AI9568
 AI9568  HISTORY     - Date     Condition        Report By
 AI9568  HISTORY     - 1999     MONUMENTED       WIDT
 AI9568  HISTORY     - 20030730 GOOD             USPSQD
 AI9568  HISTORY     - 20050511 GOOD             WIDT
 AI9568  HISTORY     - 20060919 GOOD             USPSQD
 AI9568
 AI9568                          STATION DESCRIPTION
 AI9568
 AI9568'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9568'THE STATION IS LOCATED ABOUT 22.53 KM (14.00 MI) NORTH-NORTHEAST OF
 AI9568'BEAVER DAM AND 4.02 KM (2.50 MI) NORTHWEST OF WAUPUN.
 AI9568'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9568'STATION FROM THE JUNCTION OF STATE HIGHWAY 68 WITH STATE HIGHWAY 49 AT
 AI9568'THE INTERSECTION OF FOX LAKE ROAD WITH MAIN STREET IN THE CITY OF
 AI9568'WAUPUN, GO WEST ON STATE HIGHWAY 49 (MAIN STREET) FOR 1.93 KM (1.20
 AI9568'MI) TO COUNTY HIGHWAY AW AND WHERE STATE HIGHWAY 49 CURVES TO THE
 AI9568'NORTH, CONTINUE ON STATE HIGHWAY 49 FOR 1.45 KM (0.90 MI) TO THE
 AI9568'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9568'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W39
 AI9568'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9568'FLUSH WITH THE GROUND AND ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS
 AI9568'12.6 M (41.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 49, 84 M
 AI9568'(275.6 FT) SOUTH OF A WOOD RIGHT-OF-WAY POST, 45.0 M (147.6 FT)
 AI9568'SOUTHWEST OF A UTILITY POLE --14-14-36 26/45--, 44.2 M (145.0 FT)
 AI9568'NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE --N2820--, 1.0 M (3.3 FT)
 AI9568'EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI9568'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9568'HORIZON.
 AI9568
 AI9568                          STATION RECOVERY (2003)
 AI9568
 AI9568'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9568'RECOVERED IN GOOD CONDITION.
 AI9568
 AI9568                          STATION RECOVERY (2005)
 AI9568
 AI9568'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9568'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 1999 DESCRIPTION-- THE
 AI9568'STATION IS 0.8 MILE (NOT 0.9 MILE) NORTH OF THE JUNCTION OF STATE
 AI9568'HIGHWAY 49 AND COUNTY HIGHWAY AW ON STATE HIGHWAY 49.
 AI9568'ADD-- THE STATION IS 9.2 M NORTHWEST OF A CULVERT POST MARKING A
 AI9568'15-CM-DIAMETER METAL CULVERT, 8 CM ABOVE GROUND LEVEL ON THE ROAD SIDE
 AI9568'OF THE CONCRETE POST, AND 1 M EAST, 1 M SOUTHWEST, AND 1 M NORTHWEST
 AI9568'OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9568
 AI9568                          STATION RECOVERY (2006)
 AI9568
 AI9568'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9567 ***********************************************************************
 AI9567  DESIGNATION -  3W40
 AI9567  PID         -  AI9567
 AI9567  STATE/COUNTY-  WI/FOND DU LAC
 AI9567  COUNTRY     -  US
 AI9567  USGS QUAD   -  BRANDON (2018)
 AI9567
 AI9567                         *CURRENT SURVEY CONTROL
 AI9567  ______________________________________________________________________
 AI9567* NAD 83(1986) POSITION- 43 39 30.8    (N) 088 46 22.5    (W)   HD_HELD2
 AI9567* NAVD 88 ORTHO HEIGHT -   281.516 (meters)      923.61  (feet) ADJUSTED
 AI9567  ______________________________________________________________________
 AI9567  GEOID HEIGHT    -        -35.596 (meters)                     GEOID18
 AI9567  DYNAMIC HEIGHT  -        281.452 (meters)      923.40  (feet) COMP
 AI9567  MODELED GRAVITY -    980,385.1   (mgal)                       NAVD 88
 AI9567
 AI9567  VERT ORDER      -  SECOND    CLASS I
 AI9567
 AI9567.The horizontal coordinates were established by autonomous hand held GPS
 AI9567.observations and have an estimated accuracy of +/- 10 meters.
 AI9567
 AI9567.The orthometric height was determined by differential leveling and
 AI9567.adjusted by the WI DEPT OF TRANSP
 AI9567.in May 2012.
 AI9567
 AI9567.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9567.GEOID18 height accuracy estimate available here.
 AI9567
 AI9567.Click photographs - Photos may exist for this station.
 AI9567
 AI9567.The dynamic height is computed by dividing the NAVD 88
 AI9567.geopotential number by the normal gravity value computed on the
 AI9567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9567.degrees latitude (g = 980.6199 gals.).
 AI9567
 AI9567.The modeled gravity was interpolated from observed gravity values.
 AI9567
 AI9567;                    North         East    Units  Estimated Accuracy
 AI9567;SPC WI S     -   184,979.      698,973.      MT  (+/- 10 meters HH2 GPS)
 AI9567
 AI9567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5704435477(NAD 83)
 AI9567
 AI9567                          SUPERSEDED SURVEY CONTROL
 AI9567
 AI9567  NAVD 88 (04/20/07)  281.489  (m)          923.52   (f) SUPERSEDED  2 1
 AI9567  NAVD 88 (02/05/01)  281.465  (m)          923.44   (f) SUPERSEDED  2 1
 AI9567
 AI9567.Superseded values are not recommended for survey control.
 AI9567
 AI9567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9567.See file dsdata.pdf to determine how the superseded data were derived.
 AI9567
 AI9567_MARKER: DD = SURVEY DISK
 AI9567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9567_STAMPING: 3W40 2000
 AI9567_MARK LOGO: WIDT
 AI9567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9567+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 AI9567
 AI9567  HISTORY     - Date     Condition        Report By
 AI9567  HISTORY     - 1999     MONUMENTED       WIDT
 AI9567  HISTORY     - 20030730 GOOD             USPSQD
 AI9567  HISTORY     - 20050511 GOOD             WIDT
 AI9567  HISTORY     - 20060919 GOOD             USPSQD
 AI9567
 AI9567                          STATION DESCRIPTION
 AI9567
 AI9567'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9567'THE STATION IS LOCATED ABOUT 22.53 KM (14.00 MI) NORTH-NORTHEAST OF
 AI9567'BEAVER DAM AND 4.02 KM (2.50 MI) NORTHWEST OF WAUPUN. OWNERSHIP--TOWN
 AI9567'OF ALTO.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 68
 AI9567'WITH STATE HIGHWAY 49 AT THE INTERSECTION OF FOX LAKE ROAD WITH MAIN
 AI9567'STREET IN THE CITY OF WAUPUN, GO WEST ON STATE HIGHWAY 49 (MAIN
 AI9567'STREET) FOR 4.83 KM (3.00 MI) TO WHOOLEY ROAD ON THE RIGHT, TURN RIGHT
 AI9567'AND GO EAST ON WHOOLEY ROAD FOR 0.16 KM (0.10 MI) TO THE STATION ON
 AI9567'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9567'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W40
 AI9567'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9567'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 AI9567'STATION IS 8.4 M (27.6 FT) NORTH OF THE CENTERLINE OF WHOOLEY ROAD, 70
 AI9567'M (229.7 FT) NORTH OF A WOOD TRAFFIC SIGN POST --STOP AHEAD--, 61 M
 AI9567'(200.1 FT) EAST OF EXTENDED CENTERLINE OF A PRIVATE ENTRANCE, 25.0 M
 AI9567'(82.0 FT) NORTH-NORTHEAST OF POWER POLE --14-14-25 32/39--, 23.7 M
 AI9567'(77.8 FT) NORTH-NORTHWEST OF POWER POLE --14-14-25 33/39--, 2 M (6.6
 AI9567'FT) SOUTH OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH OF A WHITE
 AI9567'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI9567'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9567
 AI9567                          STATION RECOVERY (2003)
 AI9567
 AI9567'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9567'RECOVERED IN GOOD CONDITION.
 AI9567
 AI9567                          STATION RECOVERY (2005)
 AI9567
 AI9567'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9567'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 33.3 M WEST OF THE
 AI9567'CENTERLINE OF A FIELD ENTRANCE, AND 1 M SOUTH, 1 M WEST, AND 1 M EAST
 AI9567'OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- THE ADDRESS OF THE
 AI9567'PRIVATE RESIDENCE DESCRIBED IN 1999 IS --W12266 WHOOLEY ROAD--.
 AI9567
 AI9567                          STATION RECOVERY (2006)
 AI9567
 AI9567'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9566 ***********************************************************************
 AI9566  DESIGNATION -  3W41
 AI9566  PID         -  AI9566
 AI9566  STATE/COUNTY-  WI/FOND DU LAC
 AI9566  COUNTRY     -  US
 AI9566  USGS QUAD   -  BRANDON (2018)
 AI9566
 AI9566                         *CURRENT SURVEY CONTROL
 AI9566  ______________________________________________________________________
 AI9566* NAD 83(1986) POSITION- 43 40 10.0    (N) 088 46 23.4    (W)   HD_HELD2
 AI9566* NAVD 88 ORTHO HEIGHT -   282.337 (meters)      926.30  (feet) ADJUSTED
 AI9566  ______________________________________________________________________
 AI9566  GEOID HEIGHT    -        -35.617 (meters)                     GEOID18
 AI9566  DYNAMIC HEIGHT  -        282.273 (meters)      926.09  (feet) COMP
 AI9566  MODELED GRAVITY -    980,385.7   (mgal)                       NAVD 88
 AI9566
 AI9566  VERT ORDER      -  SECOND    CLASS I
 AI9566
 AI9566.The horizontal coordinates were established by autonomous hand held GPS
 AI9566.observations and have an estimated accuracy of +/- 10 meters.
 AI9566
 AI9566.The orthometric height was determined by differential leveling and
 AI9566.adjusted by the WI DEPT OF TRANSP
 AI9566.in May 2012.
 AI9566
 AI9566.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9566.GEOID18 height accuracy estimate available here.
 AI9566
 AI9566.Click photographs - Photos may exist for this station.
 AI9566
 AI9566.The dynamic height is computed by dividing the NAVD 88
 AI9566.geopotential number by the normal gravity value computed on the
 AI9566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9566.degrees latitude (g = 980.6199 gals.).
 AI9566
 AI9566.The modeled gravity was interpolated from observed gravity values.
 AI9566
 AI9566;                    North         East    Units  Estimated Accuracy
 AI9566;SPC WI S     -   186,189.      698,935.      MT  (+/- 10 meters HH2 GPS)
 AI9566
 AI9566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5704936687(NAD 83)
 AI9566
 AI9566                          SUPERSEDED SURVEY CONTROL
 AI9566
 AI9566  NAVD 88 (04/20/07)  282.310  (m)          926.21   (f) SUPERSEDED  2 1
 AI9566  NAVD 88 (02/05/01)  282.287  (m)          926.14   (f) SUPERSEDED  2 1
 AI9566
 AI9566.Superseded values are not recommended for survey control.
 AI9566
 AI9566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9566.See file dsdata.pdf to determine how the superseded data were derived.
 AI9566
 AI9566_MARKER: DD = SURVEY DISK
 AI9566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9566_STAMPING: 3W41 2000
 AI9566_MARK LOGO: WIDT
 AI9566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9566+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 AI9566
 AI9566  HISTORY     - Date     Condition        Report By
 AI9566  HISTORY     - 1999     MONUMENTED       WIDT
 AI9566  HISTORY     - 20030730 GOOD             USPSQD
 AI9566  HISTORY     - 20050511 GOOD             WIDT
 AI9566  HISTORY     - 20060919 GOOD             USPSQD
 AI9566
 AI9566                          STATION DESCRIPTION
 AI9566
 AI9566'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9566'THE STATION IS LOCATED ABOUT 24.14 KM (15.00 MI) NORTH-NORTHEAST OF
 AI9566'BEAVER DAM AND 4.83 KM (3.00 MI) NORTHWEST OF WAUPUN. OWNERSHIP--TOWN
 AI9566'OF ALTO.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 68
 AI9566'WITH STATE HIGHWAY 49 AT THE INTERSECTION OF FOX LAKE ROAD WITH MAIN
 AI9566'STREET IN THE CITY OF WAUPUN, GO WEST ON STATE HIGHWAY 49 (MAIN
 AI9566'STREET) FOR 5.96 KM (3.70 MI) TO HARMSEN ROAD ON THE RIGHT, TURN RIGHT
 AI9566'AND GO EAST ON HARMSEN ROAD FOR 0.16 KM (0.10 MI) TO THE STATION ON
 AI9566'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9566'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W41
 AI9566'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9566'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 AI9566'STATION IS 9.4 M (30.8 FT) NORTH OF THE CENTERLINE OF HARMSEN ROAD,
 AI9566'130 M (426.5 FT) WEST OF A WOOD TRAFFIC SIGN POST --STOP AHEAD--, 1.3
 AI9566'M (4.3 FT) SOUTH OF AN EAST/WEST FENCE LINE, AND 0.6 M (2.0 FT) SOUTH
 AI9566'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI9566'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9566'HORIZON.
 AI9566
 AI9566                          STATION RECOVERY (2003)
 AI9566
 AI9566'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9566'RECOVERED IN GOOD CONDITION.
 AI9566
 AI9566                          STATION RECOVERY (2005)
 AI9566
 AI9566'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9566'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M SOUTH, 1 M
 AI9566'EAST, AND 1 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9566
 AI9566                          STATION RECOVERY (2006)
 AI9566
 AI9566'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9565 ***********************************************************************
 AI9565  DESIGNATION -  3W42
 AI9565  PID         -  AI9565
 AI9565  STATE/COUNTY-  WI/FOND DU LAC
 AI9565  COUNTRY     -  US
 AI9565  USGS QUAD   -  BRANDON (2018)
 AI9565
 AI9565                         *CURRENT SURVEY CONTROL
 AI9565  ______________________________________________________________________
 AI9565* NAD 83(1986) POSITION- 43 41 02.9    (N) 088 46 32.8    (W)   HD_HELD2
 AI9565* NAVD 88 ORTHO HEIGHT -   287.974 (meters)      944.79  (feet) ADJUSTED
 AI9565  ______________________________________________________________________
 AI9565  GEOID HEIGHT    -        -35.645 (meters)                     GEOID18
 AI9565  DYNAMIC HEIGHT  -        287.909 (meters)      944.58  (feet) COMP
 AI9565  MODELED GRAVITY -    980,386.5   (mgal)                       NAVD 88
 AI9565
 AI9565  VERT ORDER      -  SECOND    CLASS I
 AI9565
 AI9565.The horizontal coordinates were established by autonomous hand held GPS
 AI9565.observations and have an estimated accuracy of +/- 10 meters.
 AI9565
 AI9565.The orthometric height was determined by differential leveling and
 AI9565.adjusted by the WI DEPT OF TRANSP
 AI9565.in May 2012.
 AI9565
 AI9565.No vertical observational check was made to the station.
 AI9565
 AI9565.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9565.GEOID18 height accuracy estimate available here.
 AI9565
 AI9565.Click photographs - Photos may exist for this station.
 AI9565
 AI9565.The dynamic height is computed by dividing the NAVD 88
 AI9565.geopotential number by the normal gravity value computed on the
 AI9565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9565.degrees latitude (g = 980.6199 gals.).
 AI9565
 AI9565.The modeled gravity was interpolated from observed gravity values.
 AI9565
 AI9565;                    North         East    Units  Estimated Accuracy
 AI9565;SPC WI S     -   187,818.      698,701.      MT  (+/- 10 meters HH2 GPS)
 AI9565
 AI9565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5687438323(NAD 83)
 AI9565
 AI9565                          SUPERSEDED SURVEY CONTROL
 AI9565
 AI9565  NAVD 88 (04/20/07)  287.947  (m)          944.71   (f) SUPERSEDED  2 1
 AI9565  NAVD 88 (02/05/01)  287.925  (m)          944.63   (f) SUPERSEDED  2 1
 AI9565
 AI9565.Superseded values are not recommended for survey control.
 AI9565
 AI9565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9565.See file dsdata.pdf to determine how the superseded data were derived.
 AI9565
 AI9565_MARKER: DD = SURVEY DISK
 AI9565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9565_STAMPING: 3W42 2000
 AI9565_MARK LOGO: WIDT
 AI9565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9565+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 AI9565
 AI9565  HISTORY     - Date     Condition        Report By
 AI9565  HISTORY     - 1999     MONUMENTED       WIDT
 AI9565  HISTORY     - 20030730 GOOD             USPSQD
 AI9565  HISTORY     - 20050511 GOOD             WIDT
 AI9565  HISTORY     - 20060919 GOOD             USPSQD
 AI9565
 AI9565                          STATION DESCRIPTION
 AI9565
 AI9565'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9565'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) NORTH-NORTHEAST OF
 AI9565'BEAVER DAM AND 6.44 KM (4.00 MI) NORTHWEST OF WAUPUN.
 AI9565'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9565'STATION FROM THE JUNCTION OF STATE HIGHWAY 68 WITH STATE HIGHWAY 49 AT
 AI9565'THE INTERSECTION OF FOX LAKE ROAD WITH MAIN STREET IN THE CITY OF
 AI9565'WAUPUN, GO WEST ON STATE HIGHWAY 49 (MAIN STREET) FOR 7.72 KM (4.80
 AI9565'MI) TO COUNTY HIGHWAY AS AND THE STATION ON THE LEFT.  THE STATION IS
 AI9565'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 AI9565'CONTROL STATION DISK STAMPED --3W42 2000-- SET IN THE TOP OF A 41-CM
 AI9565'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 AI9565'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 34.5 M (113.2 FT) WEST OF
 AI9565'THE CENTERLINE OF STATE HIGHWAY 49, 30.9 M (101.4 FT) NORTH OF THE
 AI9565'CENTERLINE OF COUNTY HIGHWAY AS, 35.4 M (116.1 FT) WEST OF A WOOD
 AI9565'RIGHT-OF-WAY POST, 32.1 M (105.3 FT) EAST OF TELEPHONE PEDESTAL --3
 AI9565'30--, 4 M (13.1 FT) SOUTH OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT)
 AI9565'SOUTHEAST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS
 AI9565'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9565'HORIZON.
 AI9565
 AI9565                          STATION RECOVERY (2003)
 AI9565
 AI9565'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9565'RECOVERED IN GOOD CONDITION.
 AI9565
 AI9565                          STATION RECOVERY (2005)
 AI9565
 AI9565'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9565'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTHEAST, 1 M
 AI9565'WEST, AND 1 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9565
 AI9565                          STATION RECOVERY (2006)
 AI9565
 AI9565'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9564 ***********************************************************************
 AI9564  DESIGNATION -  3W43
 AI9564  PID         -  AI9564
 AI9564  STATE/COUNTY-  WI/FOND DU LAC
 AI9564  COUNTRY     -  US
 AI9564  USGS QUAD   -  BRANDON (2018)
 AI9564
 AI9564                         *CURRENT SURVEY CONTROL
 AI9564  ______________________________________________________________________
 AI9564* NAD 83(1986) POSITION- 43 42 22.2    (N) 088 46 31.9    (W)   HD_HELD2
 AI9564* NAVD 88 ORTHO HEIGHT -   296.590 (meters)      973.06  (feet) ADJUSTED
 AI9564  ______________________________________________________________________
 AI9564  GEOID HEIGHT    -        -35.692 (meters)                     GEOID18
 AI9564  DYNAMIC HEIGHT  -        296.523 (meters)      972.84  (feet) COMP
 AI9564  MODELED GRAVITY -    980,387.7   (mgal)                       NAVD 88
 AI9564
 AI9564  VERT ORDER      -  SECOND    CLASS I
 AI9564
 AI9564.The horizontal coordinates were established by autonomous hand held GPS
 AI9564.observations and have an estimated accuracy of +/- 10 meters.
 AI9564
 AI9564.The orthometric height was determined by differential leveling and
 AI9564.adjusted by the WI DEPT OF TRANSP
 AI9564.in May 2012.
 AI9564
 AI9564.No vertical observational check was made to the station.
 AI9564
 AI9564.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9564.GEOID18 height accuracy estimate available here.
 AI9564
 AI9564.Click photographs - Photos may exist for this station.
 AI9564
 AI9564.The dynamic height is computed by dividing the NAVD 88
 AI9564.geopotential number by the normal gravity value computed on the
 AI9564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9564.degrees latitude (g = 980.6199 gals.).
 AI9564
 AI9564.The modeled gravity was interpolated from observed gravity values.
 AI9564
 AI9564;                    North         East    Units  Estimated Accuracy
 AI9564;SPC WI S     -   190,265.      698,685.      MT  (+/- 10 meters HH2 GPS)
 AI9564
 AI9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5694640770(NAD 83)
 AI9564
 AI9564                          SUPERSEDED SURVEY CONTROL
 AI9564
 AI9564  NAVD 88 (04/20/07)  296.563  (m)          972.97   (f) SUPERSEDED  2 1
 AI9564  NAVD 88 (02/05/01)  296.542  (m)          972.90   (f) SUPERSEDED  2 1
 AI9564
 AI9564.Superseded values are not recommended for survey control.
 AI9564
 AI9564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9564.See file dsdata.pdf to determine how the superseded data were derived.
 AI9564
 AI9564_MARKER: DD = SURVEY DISK
 AI9564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9564_STAMPING: 3W43 2000
 AI9564_MARK LOGO: WIDT
 AI9564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9564+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 AI9564
 AI9564  HISTORY     - Date     Condition        Report By
 AI9564  HISTORY     - 1999     MONUMENTED       WIDT
 AI9564  HISTORY     - 20030730 GOOD             USPSQD
 AI9564  HISTORY     - 20050517 GOOD             WIDT
 AI9564  HISTORY     - 20060919 GOOD             USPSQD
 AI9564
 AI9564                          STATION DESCRIPTION
 AI9564
 AI9564'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9564'THE STATION IS LOCATED ABOUT 27.36 KM (17.00 MI) WEST-SOUTHWEST OF
 AI9564'FOND DU LAC AND 9.66 KM (6.00 MI) NORTHWEST OF WAUPUN.
 AI9564'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9564'STATION FROM THE JUNCTION OF STATE HIGHWAY 44 WITH STATE HIGHWAY 49,
 AI9564'ABOUT 9.66 KM (6.00 MI) SOUTH OF THE CITY OF RIPON, GO EAST ON STATE
 AI9564'HIGHWAY 49 FOR 3.70 KM (2.30 MI) TO COUNTY HIGHWAY T ON THE LEFT AND
 AI9564'STATE HIGHWAY 49 ON THE RIGHT, TURN RIGHT AND GO SOUTH ON STATE
 AI9564'HIGHWAY 49 FOR 3.38 KM (2.10 MI) TO AMITY ROAD AND THE STATION ON THE
 AI9564'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI9564'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W43 2000-- SET IN THE
 AI9564'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI9564'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 26.6 M
 AI9564'(87.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 49, 47.7 M (156.5
 AI9564'FT) NORTH OF THE CENTERLINE OF AMITY ROAD, 46.6 M (152.9 FT) NORTHEAST
 AI9564'OF TELEPHONE PEDESTAL --3 20--, 17.3 M (56.8 FT) SOUTHWEST OF A WOOD
 AI9564'RIGHT-OF-WAY POST, 2.4 M (7.9 FT) SOUTHEAST OF A BARBWIRE FENCE, AND
 AI9564'1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI9564'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9564'ABOVE THE HORIZON.
 AI9564
 AI9564                          STATION RECOVERY (2003)
 AI9564
 AI9564'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9564'RECOVERED IN GOOD CONDITION.
 AI9564
 AI9564                          STATION RECOVERY (2005)
 AI9564
 AI9564'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9564'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTH, 1 M
 AI9564'NORTHEAST, AND 1 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9564
 AI9564                          STATION RECOVERY (2006)
 AI9564
 AI9564'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9563 ***********************************************************************
 AI9563  DESIGNATION -  3W44
 AI9563  PID         -  AI9563
 AI9563  STATE/COUNTY-  WI/FOND DU LAC
 AI9563  COUNTRY     -  US
 AI9563  USGS QUAD   -  BRANDON (2018)
 AI9563
 AI9563                         *CURRENT SURVEY CONTROL
 AI9563  ______________________________________________________________________
 AI9563* NAD 83(1986) POSITION- 43 43 38.9    (N) 088 46 28.0    (W)   HD_HELD2
 AI9563* NAVD 88 ORTHO HEIGHT -   299.734 (meters)      983.38  (feet) ADJUSTED
 AI9563  ______________________________________________________________________
 AI9563  GEOID HEIGHT    -        -35.737 (meters)                     GEOID18
 AI9563  DYNAMIC HEIGHT  -        299.667 (meters)      983.16  (feet) COMP
 AI9563  MODELED GRAVITY -    980,388.7   (mgal)                       NAVD 88
 AI9563
 AI9563  VERT ORDER      -  SECOND    CLASS I
 AI9563
 AI9563.The horizontal coordinates were established by autonomous hand held GPS
 AI9563.observations and have an estimated accuracy of +/- 10 meters.
 AI9563
 AI9563.The orthometric height was determined by differential leveling and
 AI9563.adjusted by the WI DEPT OF TRANSP
 AI9563.in May 2012.
 AI9563
 AI9563.No vertical observational check was made to the station.
 AI9563
 AI9563.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9563.GEOID18 height accuracy estimate available here.
 AI9563
 AI9563.Click photographs - Photos may exist for this station.
 AI9563
 AI9563.The dynamic height is computed by dividing the NAVD 88
 AI9563.geopotential number by the normal gravity value computed on the
 AI9563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9563.degrees latitude (g = 980.6199 gals.).
 AI9563
 AI9563.The modeled gravity was interpolated from observed gravity values.
 AI9563
 AI9563;                    North         East    Units  Estimated Accuracy
 AI9563;SPC WI S     -   192,633.      698,737.      MT  (+/- 10 meters HH2 GPS)
 AI9563
 AI9563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5708443134(NAD 83)
 AI9563
 AI9563                          SUPERSEDED SURVEY CONTROL
 AI9563
 AI9563  NAVD 88 (04/20/07)  299.707  (m)          983.29   (f) SUPERSEDED  2 1
 AI9563  NAVD 88 (02/05/01)  299.688  (m)          983.23   (f) SUPERSEDED  2 1
 AI9563
 AI9563.Superseded values are not recommended for survey control.
 AI9563
 AI9563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9563.See file dsdata.pdf to determine how the superseded data were derived.
 AI9563
 AI9563_MARKER: DD = SURVEY DISK
 AI9563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9563_STAMPING: 3W44 2000
 AI9563_MARK LOGO: WIDT
 AI9563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9563+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 AI9563
 AI9563  HISTORY     - Date     Condition        Report By
 AI9563  HISTORY     - 1999     MONUMENTED       WIDT
 AI9563  HISTORY     - 20030730 GOOD             USPSQD
 AI9563  HISTORY     - 20050517 GOOD             WIDT
 AI9563  HISTORY     - 20060919 GOOD             USPSQD
 AI9563
 AI9563                          STATION DESCRIPTION
 AI9563
 AI9563'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9563'THE STATION IS LOCATED ABOUT 27.36 KM (17.00 MI) WEST-SOUTHWEST OF
 AI9563'FOND DU LAC AND 14.48 KM (9.00 MI) SOUTH-SOUTHEAST OF RIPON.
 AI9563'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI9563'STATION FROM THE JUNCTION OF STATE HIGHWAY 44 WITH STATE HIGHWAY 49,
 AI9563'ABOUT 9.66 KM (6.00 MI) SOUTH OF THE CITY OF RIPON, GO EAST ON STATE
 AI9563'HIGHWAY 49 FOR 3.70 KM (2.30 MI) TO COUNTY HIGHWAY T ON THE LEFT, AND
 AI9563'STATE HIGHWAY 49 ON THE RIGHT, TURN RIGHT AND GO SOUTH ON STATE
 AI9563'HIGHWAY 49 FOR 0.8 KM (0.50 MI) TO COUNTY HIGHWAY TC AND THE STATION
 AI9563'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9563'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W44
 AI9563'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9563'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 AI9563'PAVEMENT.  THE STATION IS 24.7 M (81.0 FT) SOUTH OF THE CENTERLINE OF
 AI9563'COUNTY HIGHWAY TC, 58 M (190.3 FT) EAST OF THE CENTERLINE OF STATE
 AI9563'HIGHWAY 49, 66 M (216.5 FT) NORTHEAST OF TELEPHONE PEDESTAL --POLL
 AI9563'4--, 41.5 M (136.2 FT) SOUTH-SOUTHWEST OF POWER POLE --15-14-36
 AI9563'29/26--, 27.5 M (90.2 FT) SOUTH-SOUTHWEST OF A WOOD RIGHT-OF-WAY POST,
 AI9563'AND 0.6 M (2.0 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 AI9563'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI9563'THAN 15 DEGREES ABOVE THE HORIZON.
 AI9563
 AI9563                          STATION RECOVERY (2003)
 AI9563
 AI9563'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9563'RECOVERED IN GOOD CONDITION.
 AI9563
 AI9563                          STATION RECOVERY (2005)
 AI9563
 AI9563'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9563'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M NORTHWEST, 1
 AI9563'M SOUTHEAST, AND 1 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9563
 AI9563                          STATION RECOVERY (2006)
 AI9563
 AI9563'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9562 ***********************************************************************
 AI9562  DESIGNATION -  3W45
 AI9562  PID         -  AI9562
 AI9562  STATE/COUNTY-  WI/FOND DU LAC
 AI9562  COUNTRY     -  US
 AI9562  USGS QUAD   -  BRANDON (2018)
 AI9562
 AI9562                         *CURRENT SURVEY CONTROL
 AI9562  ______________________________________________________________________
 AI9562* NAD 83(1986) POSITION- 43 44 46.6    (N) 088 47 06.2    (W)   HD_HELD2
 AI9562* NAVD 88 ORTHO HEIGHT -   304.333 (meters)      998.47  (feet) ADJUSTED
 AI9562  ______________________________________________________________________
 AI9562  GEOID HEIGHT    -        -35.772 (meters)                     GEOID18
 AI9562  DYNAMIC HEIGHT  -        304.266 (meters)      998.25  (feet) COMP
 AI9562  MODELED GRAVITY -    980,390.3   (mgal)                       NAVD 88
 AI9562
 AI9562  VERT ORDER      -  SECOND    CLASS I
 AI9562
 AI9562.The horizontal coordinates were established by autonomous hand held GPS
 AI9562.observations and have an estimated accuracy of +/- 10 meters.
 AI9562
 AI9562.The orthometric height was determined by differential leveling and
 AI9562.adjusted by the WI DEPT OF TRANSP
 AI9562.in May 2012.
 AI9562
 AI9562.No vertical observational check was made to the station.
 AI9562
 AI9562.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9562.GEOID18 height accuracy estimate available here.
 AI9562
 AI9562.Click photographs - Photos may exist for this station.
 AI9562
 AI9562.The dynamic height is computed by dividing the NAVD 88
 AI9562.geopotential number by the normal gravity value computed on the
 AI9562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9562.degrees latitude (g = 980.6199 gals.).
 AI9562
 AI9562.The modeled gravity was interpolated from observed gravity values.
 AI9562
 AI9562;                    North         East    Units  Estimated Accuracy
 AI9562;SPC WI S     -   194,710.      697,852.      MT  (+/- 10 meters HH2 GPS)
 AI9562
 AI9562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5627545241(NAD 83)
 AI9562
 AI9562                          SUPERSEDED SURVEY CONTROL
 AI9562
 AI9562  NAVD 88 (04/20/07)  304.306  (m)          998.38   (f) SUPERSEDED  2 1
 AI9562  NAVD 88 (02/05/01)  304.286  (m)          998.31   (f) SUPERSEDED  2 1
 AI9562
 AI9562.Superseded values are not recommended for survey control.
 AI9562
 AI9562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9562.See file dsdata.pdf to determine how the superseded data were derived.
 AI9562
 AI9562_MARKER: DD = SURVEY DISK
 AI9562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9562_STAMPING: 3W45 2000
 AI9562_MARK LOGO: WIDT
 AI9562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9562+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9562
 AI9562  HISTORY     - Date     Condition        Report By
 AI9562  HISTORY     - 1999     MONUMENTED       WIDT
 AI9562  HISTORY     - 20030730 GOOD             USPSQD
 AI9562  HISTORY     - 20050517 GOOD             WIDT
 AI9562  HISTORY     - 20060921 GOOD             USPSQD
 AI9562
 AI9562                          STATION DESCRIPTION
 AI9562
 AI9562'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9562'THE STATION IS LOCATED ABOUT 27.36 KM (17.00 MI) WEST OF FOND DU LAC
 AI9562'AND 11.27 KM (7.00 MI) SOUTH-SOUTHEAST OF RIPON.  OWNERSHIP--TOWN OF
 AI9562'METOMEN.  TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAY
 AI9562'44 WITH STATE HIGHWAY 49, ABOUT 9.66 KM (6.00 MI) SOUTH OF THE CITY OF
 AI9562'RIPON, GO EAST ON STATE HIGHWAY 49 FOR 3.54 KM (2.20 MI) TO LOCKIN
 AI9562'STREET, IN THE VILLAGE OF BRANDON, TURN LEFT AND GO NORTH ON LOCKIN
 AI9562'STREET (LOCKIN STREET CHANGES TO DIXON STREET) FOR 1.45 KM (0.90 MI)
 AI9562'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 AI9562'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI9562'STAMPED --3W45 2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI9562'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD
 AI9562'PAVEMENT.  THE STATION IS 9.2 M (30.2 FT) WEST-SOUTHWEST OF THE
 AI9562'CENTERLINE OF DIXON ROAD, 63 M (206.7 FT) NORTH-NORTHWEST OF THE
 AI9562'CENTERLINE OF PRIVATE ENTRANCE --W12570--, 58.2 M (190.9 FT)
 AI9562'SOUTH-SOUTHEAST OF A WOOD TRAFFIC SIGN POST --CURVE TO LEFT ARROW --,
 AI9562'1.5 M (4.9 FT) EAST-NORTHEAST OF A FENCE LINE, AND 1.0 M (3.3 FT) EAST
 AI9562'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI9562'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9562'HORIZON.
 AI9562
 AI9562                          STATION RECOVERY (2003)
 AI9562
 AI9562'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9562'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE DRIVE TO -W12570- IS
 AI9562'NOW A ROAD NAMED 'LOVE JOY LN'.
 AI9562
 AI9562                          STATION RECOVERY (2005)
 AI9562
 AI9562'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9562'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5 CM ABOVE GROUND
 AI9562'LEVEL AND 1 M EAST, 1 M SOUTHWEST, AND 1 M NORTHWEST OF THREE WHITE
 AI9562'PLASTIC WITNESS POSTS.  NOTE-- THE STATION IS 4.4 M NORTH OF A
 AI9562'7-M-TALL TREE.
 AI9562
 AI9562                          STATION RECOVERY (2006)
 AI9562
 AI9562'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9561 ***********************************************************************
 AI9561  DESIGNATION -  3W46
 AI9561  PID         -  AI9561
 AI9561  STATE/COUNTY-  WI/FOND DU LAC
 AI9561  COUNTRY     -  US
 AI9561  USGS QUAD   -  RIPON (2018)
 AI9561
 AI9561                         *CURRENT SURVEY CONTROL
 AI9561  ______________________________________________________________________
 AI9561* NAD 83(1986) POSITION- 43 45 24.4    (N) 088 48 37.0    (W)   HD_HELD2
 AI9561* NAVD 88 ORTHO HEIGHT -   320.566 (meters)     1051.72  (feet) ADJUSTED
 AI9561  ______________________________________________________________________
 AI9561  GEOID HEIGHT    -        -35.787 (meters)                     GEOID18
 AI9561  DYNAMIC HEIGHT  -        320.496 (meters)     1051.49  (feet) COMP
 AI9561  MODELED GRAVITY -    980,391.8   (mgal)                       NAVD 88
 AI9561
 AI9561  VERT ORDER      -  SECOND    CLASS I
 AI9561
 AI9561.The horizontal coordinates were established by autonomous hand held GPS
 AI9561.observations and have an estimated accuracy of +/- 10 meters.
 AI9561
 AI9561.The orthometric height was determined by differential leveling and
 AI9561.adjusted by the WI DEPT OF TRANSP
 AI9561.in May 2012.
 AI9561
 AI9561.No vertical observational check was made to the station.
 AI9561
 AI9561.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9561.GEOID18 height accuracy estimate available here.
 AI9561
 AI9561.Click photographs - Photos may exist for this station.
 AI9561
 AI9561.The dynamic height is computed by dividing the NAVD 88
 AI9561.geopotential number by the normal gravity value computed on the
 AI9561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9561.degrees latitude (g = 980.6199 gals.).
 AI9561
 AI9561.The modeled gravity was interpolated from observed gravity values.
 AI9561
 AI9561;                    North         East    Units  Estimated Accuracy
 AI9561;SPC WI S     -   195,847.      695,804.      MT  (+/- 10 meters HH2 GPS)
 AI9561
 AI9561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5426946451(NAD 83)
 AI9561
 AI9561                          SUPERSEDED SURVEY CONTROL
 AI9561
 AI9561  NAVD 88 (04/20/07)  320.539  (m)         1051.64   (f) SUPERSEDED  2 1
 AI9561  NAVD 88 (02/05/01)  320.515  (m)         1051.56   (f) SUPERSEDED  2 1
 AI9561
 AI9561.Superseded values are not recommended for survey control.
 AI9561
 AI9561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9561.See file dsdata.pdf to determine how the superseded data were derived.
 AI9561
 AI9561_MARKER: DD = SURVEY DISK
 AI9561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9561_STAMPING: 3W46 2000
 AI9561_MARK LOGO: WIDT
 AI9561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9561+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9561
 AI9561  HISTORY     - Date     Condition        Report By
 AI9561  HISTORY     - 1999     MONUMENTED       WIDT
 AI9561  HISTORY     - 20030730 GOOD             USPSQD
 AI9561  HISTORY     - 20050523 GOOD             WIDT
 AI9561  HISTORY     - 20060921 GOOD             USPSQD
 AI9561
 AI9561                          STATION DESCRIPTION
 AI9561
 AI9561'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9561'THE STATION IS LOCATED ABOUT 28.97 KM (18.00 MI) WEST OF FOND DU LAC
 AI9561'AND 9.66 KM (6.00 MI) SOUTH-SOUTHEAST OF RIPON.  OWNERSHIP--TOWN OF
 AI9561'METOMEN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44
 AI9561'WITH STATE HIGHWAY 49, ABOUT 9.66 KM (6.00 MI) SOUTH OF THE CITY OF
 AI9561'RIPON, GO NORTH ON STATE HIGHWAY 44 AND STATE HIGHWAY 49 FOR 2.41 KM
 AI9561'(1.50 MI) TO SHELDON ROAD, TURN RIGHT AND GO EAST ON SHELDON ROAD FOR
 AI9561'1.21 KM (0.75 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI9561'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI9561'STATION DISK STAMPED --3W46 2000-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9561'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT)
 AI9561'BELOW THE ROAD PAVEMENT.  THE STATION IS 7.2 M (23.6 FT) SOUTH OF THE
 AI9561'CENTERLINE OF SHELDON ROAD, 51.1 M (167.7 FT) EAST OF A WOOD TRAFFIC
 AI9561'SIGN POST --STOP AHEAD--, 20.2 M (66.3 FT) SOUTH-SOUTHEAST OF UTILITY
 AI9561'POLE --15-14-22 40/27--, 5.5 M (18.0 FT) EAST OF THE CENTERLINE OF A
 AI9561'FIELD ENTRANCE, 2 M (6.6 FT) NORTH OF A CULTIVATED FIELD, AND 0.6 M
 AI9561'(2.0 FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI9561'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9561'ABOVE THE HORIZON EXCEPT A UTILITY POLE IN THE NORTHWEST QUADRANT
 AI9561'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 AI9561
 AI9561                          STATION RECOVERY (2003)
 AI9561
 AI9561'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9561'RECOVERED IN GOOD CONDITION.
 AI9561
 AI9561                          STATION RECOVERY (2005)
 AI9561
 AI9561'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9561'ADD-- THE STATION IS 0.25 MILE WEST OF BRANDON ROAD ON SHELDON ROAD,
 AI9561'AND 1 M NORTH, 1 M SOUTHEAST, AND 1 M SOUTHWEST OF THREE WHITE PLASTIC
 AI9561'WITNESS POSTS.
 AI9561
 AI9561                          STATION RECOVERY (2006)
 AI9561
 AI9561'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9560 ***********************************************************************
 AI9560  DESIGNATION -  3W47
 AI9560  PID         -  AI9560
 AI9560  STATE/COUNTY-  WI/FOND DU LAC
 AI9560  COUNTRY     -  US
 AI9560  USGS QUAD   -  RIPON (2018)
 AI9560
 AI9560                         *CURRENT SURVEY CONTROL
 AI9560  ______________________________________________________________________
 AI9560* NAD 83(1986) POSITION- 43 45 23.7    (N) 088 49 30.2    (W)   HD_HELD2
 AI9560* NAVD 88 ORTHO HEIGHT -   320.143 (meters)     1050.34  (feet) ADJUSTED
 AI9560  ______________________________________________________________________
 AI9560  GEOID HEIGHT    -        -35.784 (meters)                     GEOID18
 AI9560  DYNAMIC HEIGHT  -        320.073 (meters)     1050.11  (feet) COMP
 AI9560  MODELED GRAVITY -    980,392.3   (mgal)                       NAVD 88
 AI9560
 AI9560  VERT ORDER      -  SECOND    CLASS I
 AI9560
 AI9560.The horizontal coordinates were established by autonomous hand held GPS
 AI9560.observations and have an estimated accuracy of +/- 10 meters.
 AI9560
 AI9560.The orthometric height was determined by differential leveling and
 AI9560.adjusted by the WI DEPT OF TRANSP
 AI9560.in May 2012.
 AI9560
 AI9560.No vertical observational check was made to the station.
 AI9560
 AI9560.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9560.GEOID18 height accuracy estimate available here.
 AI9560
 AI9560.Click photographs - Photos may exist for this station.
 AI9560
 AI9560.The dynamic height is computed by dividing the NAVD 88
 AI9560.geopotential number by the normal gravity value computed on the
 AI9560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9560.degrees latitude (g = 980.6199 gals.).
 AI9560
 AI9560.The modeled gravity was interpolated from observed gravity values.
 AI9560
 AI9560;                    North         East    Units  Estimated Accuracy
 AI9560;SPC WI S     -   195,809.      694,615.      MT  (+/- 10 meters HH2 GPS)
 AI9560
 AI9560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5307946456(NAD 83)
 AI9560
 AI9560                          SUPERSEDED SURVEY CONTROL
 AI9560
 AI9560  NAVD 88 (04/20/07)  320.116  (m)         1050.25   (f) SUPERSEDED  2 1
 AI9560  NAVD 88 (02/05/01)  320.091  (m)         1050.17   (f) SUPERSEDED  2 1
 AI9560
 AI9560.Superseded values are not recommended for survey control.
 AI9560
 AI9560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9560.See file dsdata.pdf to determine how the superseded data were derived.
 AI9560
 AI9560_MARKER: DD = SURVEY DISK
 AI9560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9560_STAMPING: 3W47 2000
 AI9560_MARK LOGO: WIDT
 AI9560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9560+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9560
 AI9560  HISTORY     - Date     Condition        Report By
 AI9560  HISTORY     - 1999     MONUMENTED       WIDT
 AI9560  HISTORY     - 20030730 GOOD             USPSQD
 AI9560  HISTORY     - 20050523 GOOD             WIDT
 AI9560  HISTORY     - 20060921 GOOD             USPSQD
 AI9560
 AI9560                          STATION DESCRIPTION
 AI9560
 AI9560'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9560'THE STATION IS LOCATED ABOUT 30.58 KM (19.00 MI) WEST OF FOND DU LAC
 AI9560'AND 9.66 KM (6.00 MI) SOUTH OF RIPON.  OWNERSHIP--WISCONSIN DEPARTMENT
 AI9560'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI9560'HIGHWAY 44 WITH STATE HIGHWAY 49, ABOUT 9.66 KM (6.00 MI) SOUTH OF THE
 AI9560'CITY OF RIPON, GO NORTH ON STATE HIGHWAY 44 AND STATE HIGHWAY 49 FOR
 AI9560'2.41 KM (1.50 MI) TO SHELDON ROAD AND THE STATION ON THE RIGHT.  THE
 AI9560'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI9560'SURVEY CONTROL STATION DISK STAMPED --3W47 2000-- SET IN THE TOP OF A
 AI9560'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI9560'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 27.4 M (89.9 FT) EAST
 AI9560'OF THE CENTERLINE OF STATE HIGHWAY 44 AND STATE HIGHWAY 49, 27.0 M
 AI9560'(88.6 FT) SOUTH OF THE CENTERLINE OF SHELDON ROAD, 23.1 M (75.8 FT)
 AI9560'NORTHEAST OF A WOOD RIGHT-OF-WAY POST, 22.0 M (72.2 FT) SOUTHWEST OF A
 AI9560'WOOD RIGHT-OF-WAY POST, 4 M (13.1 FT) NORTHWEST OF A CULTIVATED FIELD,
 AI9560'AND 1.0 M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 AI9560'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI9560'THAN 15 DEGREES ABOVE THE HORIZON.
 AI9560
 AI9560                          STATION RECOVERY (2003)
 AI9560
 AI9560'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9560'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 45 FEET
 AI9560'SOUTHEAST OF A ROAD NAME SIGN POST.
 AI9560
 AI9560                          STATION RECOVERY (2005)
 AI9560
 AI9560'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9560'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M NORTHWEST, 1 M
 AI9560'SOUTHWEST, AND 1 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9560
 AI9560                          STATION RECOVERY (2006)
 AI9560
 AI9560'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9559 ***********************************************************************
 AI9559  DESIGNATION -  3W48
 AI9559  PID         -  AI9559
 AI9559  STATE/COUNTY-  WI/FOND DU LAC
 AI9559  COUNTRY     -  US
 AI9559  USGS QUAD   -  RIPON (2018)
 AI9559
 AI9559                         *CURRENT SURVEY CONTROL
 AI9559  ______________________________________________________________________
 AI9559* NAD 83(1986) POSITION- 43 45 51.6    (N) 088 49 30.2    (W)   HD_HELD2
 AI9559* NAVD 88 ORTHO HEIGHT -   314.967 (meters)     1033.35  (feet) ADJUSTED
 AI9559  ______________________________________________________________________
 AI9559  GEOID HEIGHT    -        -35.803 (meters)                     GEOID18
 AI9559  DYNAMIC HEIGHT  -        314.899 (meters)     1033.13  (feet) COMP
 AI9559  MODELED GRAVITY -    980,392.8   (mgal)                       NAVD 88
 AI9559
 AI9559  VERT ORDER      -  SECOND    CLASS I
 AI9559
 AI9559.The horizontal coordinates were established by autonomous hand held GPS
 AI9559.observations and have an estimated accuracy of +/- 10 meters.
 AI9559
 AI9559.The orthometric height was determined by differential leveling and
 AI9559.adjusted by the WI DEPT OF TRANSP
 AI9559.in May 2012.
 AI9559
 AI9559.No vertical observational check was made to the station.
 AI9559
 AI9559.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9559.GEOID18 height accuracy estimate available here.
 AI9559
 AI9559.Click photographs - Photos may exist for this station.
 AI9559
 AI9559.The dynamic height is computed by dividing the NAVD 88
 AI9559.geopotential number by the normal gravity value computed on the
 AI9559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9559.degrees latitude (g = 980.6199 gals.).
 AI9559
 AI9559.The modeled gravity was interpolated from observed gravity values.
 AI9559
 AI9559;                    North         East    Units  Estimated Accuracy
 AI9559;SPC WI S     -   196,669.      694,602.      MT  (+/- 10 meters HH2 GPS)
 AI9559
 AI9559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5309847317(NAD 83)
 AI9559
 AI9559                          SUPERSEDED SURVEY CONTROL
 AI9559
 AI9559  NAVD 88 (04/20/07)  314.940  (m)         1033.27   (f) SUPERSEDED  2 1
 AI9559  NAVD 88 (02/05/01)  314.914  (m)         1033.18   (f) SUPERSEDED  2 1
 AI9559
 AI9559.Superseded values are not recommended for survey control.
 AI9559
 AI9559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9559.See file dsdata.pdf to determine how the superseded data were derived.
 AI9559
 AI9559_MARKER: DD = SURVEY DISK
 AI9559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9559_STAMPING: 3W48 2000
 AI9559_MARK LOGO: WIDT
 AI9559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9559+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9559
 AI9559  HISTORY     - Date     Condition        Report By
 AI9559  HISTORY     - 1999     MONUMENTED       WIDT
 AI9559  HISTORY     - 20030730 GOOD             USPSQD
 AI9559  HISTORY     - 20050523 GOOD             WIDT
 AI9559  HISTORY     - 20060921 GOOD             USPSQD
 AI9559
 AI9559                          STATION DESCRIPTION
 AI9559
 AI9559'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9559'THE STATION IS LOCATED ABOUT 30.58 KM (19.00 MI) WEST OF FOND DU LAC
 AI9559'AND 9.66 KM (6.00 MI) SOUTH OF RIPON.  OWNERSHIP--WISCONSIN DEPARTMENT
 AI9559'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI9559'HIGHWAY 44 WITH STATE HIGHWAY 49, ABOUT 9.66 KM (6.00 MI) SOUTH OF THE
 AI9559'CITY OF RIPON, GO NORTH ON STATE HIGHWAY 44 AND STATE HIGHWAY 49 FOR
 AI9559'3.22 KM (2.00 MI) TO BERG ROAD AND THE STATION ON THE RIGHT.  THE
 AI9559'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI9559'SURVEY CONTROL STATION DISK STAMPED --3W48 2000-- SET IN THE TOP OF A
 AI9559'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI9559'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 32.7 M (107.3 FT)
 AI9559'EAST OF THE CENTERLINE OF STATE HIGHWAY 44 AND STATE HIGHWAY 49, 26.2
 AI9559'M (86.0 FT) NORTH OF THE CENTERLINE OF BERG ROAD, 26.7 M (87.6 FT)
 AI9559'SOUTHEAST OF A WOOD RIGHT-OF-WAY POST, 18.1 M (59.4 FT) NORTHWEST OF
 AI9559'TELEPHONE PEDESTAL --4C 15C 21--, AND 0.5 M (1.6 FT) SOUTHWEST OF A
 AI9559'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 AI9559'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9559
 AI9559                          STATION RECOVERY (2003)
 AI9559
 AI9559'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9559'RECOVERED IN GOOD CONDITION.
 AI9559
 AI9559                          STATION RECOVERY (2005)
 AI9559
 AI9559'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9559'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTHWEST, 1 M
 AI9559'EAST, AND 1 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9559
 AI9559                          STATION RECOVERY (2006)
 AI9559
 AI9559'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9558 ***********************************************************************
 AI9558  DESIGNATION -  3W49
 AI9558  PID         -  AI9558
 AI9558  STATE/COUNTY-  WI/FOND DU LAC
 AI9558  COUNTRY     -  US
 AI9558  USGS QUAD   -  RIPON (2018)
 AI9558
 AI9558                         *CURRENT SURVEY CONTROL
 AI9558  ______________________________________________________________________
 AI9558* NAD 83(1986) POSITION- 43 46 43.9    (N) 088 49 29.9    (W)   HD_HELD2
 AI9558* NAVD 88 ORTHO HEIGHT -   310.912 (meters)     1020.05  (feet) ADJUSTED
 AI9558  ______________________________________________________________________
 AI9558  GEOID HEIGHT    -        -35.841 (meters)                     GEOID18
 AI9558  DYNAMIC HEIGHT  -        310.845 (meters)     1019.83  (feet) COMP
 AI9558  MODELED GRAVITY -    980,393.6   (mgal)                       NAVD 88
 AI9558
 AI9558  VERT ORDER      -  SECOND    CLASS I
 AI9558
 AI9558.The horizontal coordinates were established by autonomous hand held GPS
 AI9558.observations and have an estimated accuracy of +/- 10 meters.
 AI9558
 AI9558.The orthometric height was determined by differential leveling and
 AI9558.adjusted by the WI DEPT OF TRANSP
 AI9558.in May 2012.
 AI9558
 AI9558.No vertical observational check was made to the station.
 AI9558
 AI9558.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9558.GEOID18 height accuracy estimate available here.
 AI9558
 AI9558.Click photographs - Photos may exist for this station.
 AI9558
 AI9558.The dynamic height is computed by dividing the NAVD 88
 AI9558.geopotential number by the normal gravity value computed on the
 AI9558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9558.degrees latitude (g = 980.6199 gals.).
 AI9558
 AI9558.The modeled gravity was interpolated from observed gravity values.
 AI9558
 AI9558;                    North         East    Units  Estimated Accuracy
 AI9558;SPC WI S     -   198,284.      694,586.      MT  (+/- 10 meters HH2 GPS)
 AI9558
 AI9558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5314148930(NAD 83)
 AI9558
 AI9558                          SUPERSEDED SURVEY CONTROL
 AI9558
 AI9558  NAVD 88 (04/20/07)  310.885  (m)         1019.96   (f) SUPERSEDED  2 1
 AI9558  NAVD 88 (02/05/01)  310.857  (m)         1019.87   (f) SUPERSEDED  2 1
 AI9558
 AI9558.Superseded values are not recommended for survey control.
 AI9558
 AI9558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9558.See file dsdata.pdf to determine how the superseded data were derived.
 AI9558
 AI9558_MARKER: DD = SURVEY DISK
 AI9558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9558_STAMPING: 3W49 2000
 AI9558_MARK LOGO: WIDT
 AI9558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9558+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9558
 AI9558  HISTORY     - Date     Condition        Report By
 AI9558  HISTORY     - 1999     MONUMENTED       WIDT
 AI9558  HISTORY     - 20030730 GOOD             USPSQD
 AI9558  HISTORY     - 20050523 GOOD             WIDT
 AI9558  HISTORY     - 20060921 GOOD             USPSQD
 AI9558
 AI9558                          STATION DESCRIPTION
 AI9558
 AI9558'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9558'THE STATION IS LOCATED ABOUT 30.58 KM (19.00 MI) WEST OF FOND DU LAC
 AI9558'AND 8.05 KM (5.00 MI) SOUTH-SOUTHEAST OF RIPON.  OWNERSHIP--WISCONSIN
 AI9558'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9558'OF STATE HIGHWAY 44 WITH STATE HIGHWAY 49, ABOUT 9.66 KM (6.00 MI)
 AI9558'SOUTH OF THE CITY OF RIPON, GO NORTH ON STATE HIGHWAY 44 AND STATE
 AI9558'HIGHWAY 49 FOR 4.02 KM (2.50 MI) TO CARTER ROAD AND THE STATION ON THE
 AI9558'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI9558'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W49 2000-- SET IN THE
 AI9558'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI9558'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 33.0 M
 AI9558'(108.3 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 44 AND STATE
 AI9558'HIGHWAY 49, 23.5 M (77.1 FT) NORTH OF THE CENTERLINE OF CARTER ROAD,
 AI9558'80 M (262.5 FT) WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 AI9558'--W13282--, 24.3 M (79.7 FT) NORTHWEST OF TELEPHONE PEDESTAL --4C 10C
 AI9558'31 LP 8--, 3.1 M (10.2 FT) SOUTHWEST OF A WIRE FENCE, AND 1.0 M (3.3
 AI9558'FT) WEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS
 AI9558'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9558'HORIZON.
 AI9558
 AI9558                          STATION RECOVERY (2003)
 AI9558
 AI9558'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9558'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 75
 AI9558'FEET NORTHEAST OF A -STOP- SIGN.
 AI9558
 AI9558                          STATION RECOVERY (2005)
 AI9558
 AI9558'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9558'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M WEST, 1 M
 AI9558'NORTHEAST, AND 1 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9558
 AI9558                          STATION RECOVERY (2006)
 AI9558
 AI9558'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9557 ***********************************************************************
 AI9557  DESIGNATION -  3W50
 AI9557  PID         -  AI9557
 AI9557  STATE/COUNTY-  WI/FOND DU LAC
 AI9557  COUNTRY     -  US
 AI9557  USGS QUAD   -  RIPON (2018)
 AI9557
 AI9557                         *CURRENT SURVEY CONTROL
 AI9557  ______________________________________________________________________
 AI9557* NAD 83(1986) POSITION- 43 47 36.3    (N) 088 49 31.3    (W)   HD_HELD2
 AI9557* NAVD 88 ORTHO HEIGHT -   313.584 (meters)     1028.82  (feet) ADJUSTED
 AI9557  ______________________________________________________________________
 AI9557  GEOID HEIGHT    -        -35.881 (meters)                     GEOID18
 AI9557  DYNAMIC HEIGHT  -        313.516 (meters)     1028.59  (feet) COMP
 AI9557  MODELED GRAVITY -    980,394.3   (mgal)                       NAVD 88
 AI9557
 AI9557  VERT ORDER      -  SECOND    CLASS I
 AI9557
 AI9557.The horizontal coordinates were established by autonomous hand held GPS
 AI9557.observations and have an estimated accuracy of +/- 10 meters.
 AI9557
 AI9557.The orthometric height was determined by differential leveling and
 AI9557.adjusted by the WI DEPT OF TRANSP
 AI9557.in May 2012.
 AI9557
 AI9557.No vertical observational check was made to the station.
 AI9557
 AI9557.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9557.GEOID18 height accuracy estimate available here.
 AI9557
 AI9557.Click photographs - Photos may exist for this station.
 AI9557
 AI9557.The dynamic height is computed by dividing the NAVD 88
 AI9557.geopotential number by the normal gravity value computed on the
 AI9557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9557.degrees latitude (g = 980.6199 gals.).
 AI9557
 AI9557.The modeled gravity was interpolated from observed gravity values.
 AI9557
 AI9557;                    North         East    Units  Estimated Accuracy
 AI9557;SPC WI S     -   199,900.      694,532.      MT  (+/- 10 meters HH2 GPS)
 AI9557
 AI9557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5314550547(NAD 83)
 AI9557
 AI9557                          SUPERSEDED SURVEY CONTROL
 AI9557
 AI9557  NAVD 88 (04/20/07)  313.557  (m)         1028.73   (f) SUPERSEDED  2 1
 AI9557  NAVD 88 (02/05/01)  313.525  (m)         1028.62   (f) SUPERSEDED  2 1
 AI9557
 AI9557.Superseded values are not recommended for survey control.
 AI9557
 AI9557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9557.See file dsdata.pdf to determine how the superseded data were derived.
 AI9557
 AI9557_MARKER: DD = SURVEY DISK
 AI9557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9557_STAMPING: 3W50 2000
 AI9557_MARK LOGO: WIDT
 AI9557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9557+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9557
 AI9557  HISTORY     - Date     Condition        Report By
 AI9557  HISTORY     - 1999     MONUMENTED       WIDT
 AI9557  HISTORY     - 20030730 GOOD             USPSQD
 AI9557  HISTORY     - 20050523 GOOD             WIDT
 AI9557  HISTORY     - 20060921 GOOD             USPSQD
 AI9557
 AI9557                          STATION DESCRIPTION
 AI9557
 AI9557'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9557'THE STATION IS LOCATED ABOUT 30.58 KM (19.00 MI) WEST OF FOND DU LAC
 AI9557'AND 6.44 KM (4.00 MI) SOUTH-SOUTHEAST OF RIPON.  OWNERSHIP--WISCONSIN
 AI9557'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9557'OF STATE HIGHWAY 44 AND STATE HIGHWAY 49 WITH STATE HIGHWAY 23 AT THE
 AI9557'INTERSECTION OF METOMEN STREET WITH EAST FOND DU LAC STREET IN THE
 AI9557'CITY OF RIPON, GO SOUTH ON STATE HIGHWAY 44 AND STATE HIGHWAY 49
 AI9557'(METOMEN STREET) FOR 3.87 KM (2.40 MI) TO COUNTY HIGHWAY KK, CONTINUE
 AI9557'SOUTH ON STATE HIGHWAY 44 AND STATE HIGHWAY 49 FOR 1.13 KM (0.70 MI)
 AI9557'TO POLLACK ROAD ON THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 44 AND
 AI9557'STATE HIGHWAY 49 FOR 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT. THE
 AI9557'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI9557'SURVEY CONTROL STATION DISK STAMPED --3W50 2000-- SET IN THE TOP OF A
 AI9557'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI9557'LEVEL WITH THE WITH THE HIGHWAY PAVEMENT.  THE STATION IS 29.7 M (97.4
 AI9557'FT) NORTH OF THE CENTERLINE OF REEDS CORNER ROAD, 25.6 M (84.0 FT)
 AI9557'EAST OF THE CENTERLINE OF STATE HIGHWAY 44 AND STATE HIGHWAY 49, 26 M
 AI9557'(85.3 FT) SOUTH OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N6910--,
 AI9557'22.0 M (72.2 FT) SOUTHEAST OF TELEPHONE PEDESTAL --4C 03C 1/1--, 18.7
 AI9557'M (61.4 FT) NORTHWEST OF POWER POLE --15-14-3 1/0--, AND 1.1 M (3.6
 AI9557'FT) WEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS
 AI9557'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9557'HORIZON EXCEPT FOR POWER LINES IN THE SOUTHWEST QUADRANT EXTENDING TO
 AI9557'40 DEGREES.
 AI9557
 AI9557                          STATION RECOVERY (2003)
 AI9557
 AI9557'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9557'RECOVERED IN GOOD CONDITION.
 AI9557
 AI9557                          STATION RECOVERY (2005)
 AI9557
 AI9557'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9557'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M WEST, 1 M
 AI9557'NORTHEAST, AND 1 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9557
 AI9557                          STATION RECOVERY (2006)
 AI9557
 AI9557'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9556 ***********************************************************************
 AI9556  DESIGNATION -  3W51
 AI9556  PID         -  AI9556
 AI9556  STATE/COUNTY-  WI/FOND DU LAC
 AI9556  COUNTRY     -  US
 AI9556  USGS QUAD   -  RIPON (2018)
 AI9556
 AI9556                         *CURRENT SURVEY CONTROL
 AI9556  ______________________________________________________________________
 AI9556* NAD 83(1986) POSITION- 43 48 27.2    (N) 088 48 19.4    (W)   HD_HELD2
 AI9556* NAVD 88 ORTHO HEIGHT -   291.983 (meters)      957.95  (feet) ADJUSTED
 AI9556  ______________________________________________________________________
 AI9556  GEOID HEIGHT    -        -35.919 (meters)                     GEOID18
 AI9556  DYNAMIC HEIGHT  -        291.920 (meters)      957.74  (feet) COMP
 AI9556  MODELED GRAVITY -    980,394.5   (mgal)                       NAVD 88
 AI9556
 AI9556  VERT ORDER      -  SECOND    CLASS I
 AI9556
 AI9556.The horizontal coordinates were established by autonomous hand held GPS
 AI9556.observations and have an estimated accuracy of +/- 10 meters.
 AI9556
 AI9556.The orthometric height was determined by differential leveling and
 AI9556.adjusted by the WI DEPT OF TRANSP
 AI9556.in May 2012.
 AI9556
 AI9556.No vertical observational check was made to the station.
 AI9556
 AI9556.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9556.GEOID18 height accuracy estimate available here.
 AI9556
 AI9556.Click photographs - Photos may exist for this station.
 AI9556
 AI9556.The dynamic height is computed by dividing the NAVD 88
 AI9556.geopotential number by the normal gravity value computed on the
 AI9556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9556.degrees latitude (g = 980.6199 gals.).
 AI9556
 AI9556.The modeled gravity was interpolated from observed gravity values.
 AI9556
 AI9556;                    North         East    Units  Estimated Accuracy
 AI9556;SPC WI S     -   201,494.      696,117.      MT  (+/- 10 meters HH2 GPS)
 AI9556
 AI9556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5478652082(NAD 83)
 AI9556
 AI9556                          SUPERSEDED SURVEY CONTROL
 AI9556
 AI9556  NAVD 88 (04/20/07)  291.956  (m)          957.86   (f) SUPERSEDED  2 1
 AI9556  NAVD 88 (02/05/01)  291.921  (m)          957.74   (f) SUPERSEDED  2 1
 AI9556
 AI9556.Superseded values are not recommended for survey control.
 AI9556
 AI9556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9556.See file dsdata.pdf to determine how the superseded data were derived.
 AI9556
 AI9556_MARKER: DD = SURVEY DISK
 AI9556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9556_STAMPING: 3W51 2000
 AI9556_MARK LOGO: WIDT
 AI9556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9556+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2010
 AI9556
 AI9556  HISTORY     - Date     Condition        Report By
 AI9556  HISTORY     - 1999     MONUMENTED       WIDT
 AI9556  HISTORY     - 20030722 GOOD             USPSQD
 AI9556  HISTORY     - 20050517 GOOD             WIDT
 AI9556  HISTORY     - 20060921 GOOD             USPSQD
 AI9556  HISTORY     - 20100711 GOOD             GEOCAC
 AI9556
 AI9556                          STATION DESCRIPTION
 AI9556
 AI9556'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9556'THE STATION IS LOCATED ABOUT 28.97 KM (18.00 MI) WEST OF FOND DU LAC
 AI9556'AND 4.82 KM (3.00 MI) SOUTHEAST OF RIPON.  OWNERSHIP--FOND DU LAC
 AI9556'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44
 AI9556'AND STATE HIGHWAY 49 WITH STATE HIGHWAY 23 AT THE INTERSECTION OF
 AI9556'METOMEN STREET WITH EAST FOND DU LAC STREET IN THE CITY OF RIPON, GO
 AI9556'SOUTH ON STATE HIGHWAY 44 AND STATE HIGHWAY 49 (METOMEN STREET) FOR
 AI9556'3.87 KM (2.40 MI) TO COUNTY HIGHWAY KK, TURN LEFT AND GO EAST ON
 AI9556'COUNTY HIGHWAY KK FOR 2.25 KM (1.40 MI) TO BRANDON ROAD, AND THE
 AI9556'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9556'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W51
 AI9556'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9556'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 AI9556'PAVEMENT.  THE STATION IS 28.0 M (91.9 FT) SOUTH OF THE CENTERLINE OF
 AI9556'COUNTY HIGHWAY KK, 18.6 M (61.0 FT) EAST OF THE CENTERLINE OF BRANDON
 AI9556'ROAD, 38.5 M (126.3 FT) NORTHEAST OF POWER POLE --15-14-3 52/52--,
 AI9556'32.7 M (107.3 FT) SOUTHWEST OF A WOOD RIGHT-OF-WAY POST, AND 0.7 M
 AI9556'(2.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI9556'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9556'ABOVE THE HORIZON EXCEPT FOR POWER LINES IN THE SOUTHWEST QUADRANT
 AI9556'EXTENDING T0 40 DEGREES.
 AI9556
 AI9556                          STATION RECOVERY (2003)
 AI9556
 AI9556'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9556'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 20 FEET
 AI9556'NORTHWEST OF A CULTIVATED FIELD, ABOUT 36 FEET SOUTH-SOUTHEAST OF AN
 AI9556'ORANGE METAL BURIWED CABLE WARNING SIGN FACING NORTH.  NOTE-- THERE IS
 AI9556'NO WITNESS POST PRESENT.
 AI9556
 AI9556                          STATION RECOVERY (2005)
 AI9556
 AI9556'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9556'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 12.0 M
 AI9556'SOUTH-SOUTHEAST OF THE ORANGE METAL --BURIED CABLE-- WARNING SIGN
 AI9556'POST.  ADD--  THE STATION IS 1 M NORTH, 1 M SOUTHEAST, AND 1 M
 AI9556'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9556
 AI9556                          STATION RECOVERY (2006)
 AI9556
 AI9556'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9556'RECOVERED IN GOOD CONDITION.
 AI9556
 AI9556                          STATION RECOVERY (2010)
 AI9556
 AI9556'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI9556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9555 ***********************************************************************
 AI9555  DESIGNATION -  3W52
 AI9555  PID         -  AI9555
 AI9555  STATE/COUNTY-  WI/FOND DU LAC
 AI9555  COUNTRY     -  US
 AI9555  USGS QUAD   -  RIPON (2018)
 AI9555
 AI9555                         *CURRENT SURVEY CONTROL
 AI9555  ______________________________________________________________________
 AI9555* NAD 83(1986) POSITION- 43 48 27.2    (N) 088 49 18.4    (W)   HD_HELD2
 AI9555* NAVD 88 ORTHO HEIGHT -   305.534 (meters)     1002.41  (feet) ADJUSTED
 AI9555  ______________________________________________________________________
 AI9555  GEOID HEIGHT    -        -35.920 (meters)                     GEOID18
 AI9555  DYNAMIC HEIGHT  -        305.468 (meters)     1002.19  (feet) COMP
 AI9555  MODELED GRAVITY -    980,394.9   (mgal)                       NAVD 88
 AI9555
 AI9555  VERT ORDER      -  SECOND    CLASS I
 AI9555
 AI9555.The horizontal coordinates were established by autonomous hand held GPS
 AI9555.observations and have an estimated accuracy of +/- 10 meters.
 AI9555
 AI9555.The orthometric height was determined by differential leveling and
 AI9555.adjusted by the WI DEPT OF TRANSP
 AI9555.in May 2012.
 AI9555
 AI9555.No vertical observational check was made to the station.
 AI9555
 AI9555.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9555.GEOID18 height accuracy estimate available here.
 AI9555
 AI9555.Click photographs - Photos may exist for this station.
 AI9555
 AI9555.The dynamic height is computed by dividing the NAVD 88
 AI9555.geopotential number by the normal gravity value computed on the
 AI9555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9555.degrees latitude (g = 980.6199 gals.).
 AI9555
 AI9555.The modeled gravity was interpolated from observed gravity values.
 AI9555
 AI9555;                    North         East    Units  Estimated Accuracy
 AI9555;SPC WI S     -   201,475.      694,798.      MT  (+/- 10 meters HH2 GPS)
 AI9555
 AI9555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5346852111(NAD 83)
 AI9555
 AI9555                          SUPERSEDED SURVEY CONTROL
 AI9555
 AI9555  NAVD 88 (04/20/07)  305.507  (m)         1002.32   (f) SUPERSEDED  2 1
 AI9555  NAVD 88 (02/05/01)  305.471  (m)         1002.20   (f) SUPERSEDED  2 1
 AI9555
 AI9555.Superseded values are not recommended for survey control.
 AI9555
 AI9555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9555.See file dsdata.pdf to determine how the superseded data were derived.
 AI9555
 AI9555_MARKER: DD = SURVEY DISK
 AI9555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9555_STAMPING: 3W52 2000
 AI9555_MARK LOGO: WIDT
 AI9555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9555+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 AI9555
 AI9555  HISTORY     - Date     Condition        Report By
 AI9555  HISTORY     - 1999     MONUMENTED       WIDT
 AI9555  HISTORY     - 20030722 GOOD             USPSQD
 AI9555  HISTORY     - 20050517 GOOD             WIDT
 AI9555
 AI9555                          STATION DESCRIPTION
 AI9555
 AI9555'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9555'THE STATION IS LOCATED ABOUT 30.58 KM (19.00 MI) WEST OF FOND DU LAC
 AI9555'AND 4.82 KM (3.00 MI) SOUTH-SOUTHEAST OF RIPON.  OWNERSHIP--FOND DU
 AI9555'LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AI9555'44 AND STATE HIGHWAY 49 WITH STATE HIGHWAY 23 AT THE INTERSECTION OF
 AI9555'METOMEN STREET WITH EAST FOND DU LAC STREET IN THE CITY OF RIPON, GO
 AI9555'SOUTH ON STATE HIGHWAY 44 AND STATE HIGHWAY 49 (METOMEN STREET) FOR
 AI9555'3.87 KM (2.40 MI) TO COUNTY HIGHWAY KK, TURN LEFT AND GO EAST ON
 AI9555'COUNTY HIGHWAY KK FOR 0.96 KM (0.60 MI) TO THE STATION ON THE RIGHT.
 AI9555'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI9555'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W52 2000-- SET IN THE
 AI9555'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI9555'AND ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS
 AI9555'18.3 M (60.0 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY KK, 0.16 KM
 AI9555'(0.10 MI) WEST OF THE EXTENDED CENTERLINE OF DOUGLAS STREET, 42.4 M
 AI9555'(139.1 FT) SOUTHEAST OF POWER POLE --16-14-34 9/0--, 29.6 M (97.1 FT)
 AI9555'EAST OF A WOOD RIGHT-OF-WAY POST, 10 M (32.8 FT) EAST OF THE EXTENDED
 AI9555'CENTERLINE OF PRIVATE ENTRANCE --W13227--, 1.5 M (4.9 FT) NORTHWEST OF
 AI9555'A WOOD RIGHT OF WAY POST, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC
 AI9555'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI9555'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9555
 AI9555                          STATION RECOVERY (2003)
 AI9555
 AI9555'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9555'RECOVERED IN GOOD CONDITION.
 AI9555
 AI9555                          STATION RECOVERY (2005)
 AI9555
 AI9555'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9555'RECOVERED IN GOOD CONDITION.  NOTE-- THE EASTERN OF TWO WOODEN
 AI9555'RIGHT-OF-WAY POSTS IS NO LONGER PRESENT.  ADD-- THE STATION IS 0.9 M
 AI9555'NORTH, 1 M SOUTHEAST, AND 1 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 AI9555'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9554 ***********************************************************************
 AI9554  DESIGNATION -  3W53
 AI9554  PID         -  AI9554
 AI9554  STATE/COUNTY-  WI/FOND DU LAC
 AI9554  COUNTRY     -  US
 AI9554  USGS QUAD   -  RIPON (2018)
 AI9554
 AI9554                         *CURRENT SURVEY CONTROL
 AI9554  ______________________________________________________________________
 AI9554* NAD 83(1986) POSITION- 43 49 52.3    (N) 088 49 15.8    (W)   HD_HELD2
 AI9554* NAVD 88 ORTHO HEIGHT -   291.174 (meters)      955.29  (feet) ADJUSTED
 AI9554  ______________________________________________________________________
 AI9554  GEOID HEIGHT    -        -35.988 (meters)                     GEOID18
 AI9554  DYNAMIC HEIGHT  -        291.111 (meters)      955.09  (feet) COMP
 AI9554  MODELED GRAVITY -    980,396.0   (mgal)                       NAVD 88
 AI9554
 AI9554  VERT ORDER      -  SECOND    CLASS I
 AI9554
 AI9554.The horizontal coordinates were established by autonomous hand held GPS
 AI9554.observations and have an estimated accuracy of +/- 10 meters.
 AI9554
 AI9554.The orthometric height was determined by differential leveling and
 AI9554.adjusted by the WI DEPT OF TRANSP
 AI9554.in May 2012.
 AI9554
 AI9554.No vertical observational check was made to the station.
 AI9554
 AI9554.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9554.GEOID18 height accuracy estimate available here.
 AI9554
 AI9554.Click photographs - Photos may exist for this station.
 AI9554
 AI9554.The dynamic height is computed by dividing the NAVD 88
 AI9554.geopotential number by the normal gravity value computed on the
 AI9554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9554.degrees latitude (g = 980.6199 gals.).
 AI9554
 AI9554.The modeled gravity was interpolated from observed gravity values.
 AI9554
 AI9554;                    North         East    Units  Estimated Accuracy
 AI9554;SPC WI S     -   204,102.      694,819.      MT  (+/- 10 meters HH2 GPS)
 AI9554
 AI9554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5358454735(NAD 83)
 AI9554
 AI9554                          SUPERSEDED SURVEY CONTROL
 AI9554
 AI9554  NAVD 88 (04/20/07)  291.147  (m)          955.20   (f) SUPERSEDED  2 1
 AI9554  NAVD 88 (02/05/01)  291.115  (m)          955.10   (f) SUPERSEDED  2 1
 AI9554
 AI9554.Superseded values are not recommended for survey control.
 AI9554
 AI9554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9554.See file dsdata.pdf to determine how the superseded data were derived.
 AI9554
 AI9554_MARKER: DD = SURVEY DISK
 AI9554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9554_STAMPING: 3W53 1999
 AI9554_MARK LOGO: WIDT
 AI9554_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9554+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9554
 AI9554  HISTORY     - Date     Condition        Report By
 AI9554  HISTORY     - 1999     MONUMENTED       WIDT
 AI9554  HISTORY     - 20031217 GOOD             USPSQD
 AI9554  HISTORY     - 20050517 GOOD             WIDT
 AI9554  HISTORY     - 20060921 GOOD             USPSQD
 AI9554
 AI9554                          STATION DESCRIPTION
 AI9554
 AI9554'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9554'THE STATION IS LOCATED ABOUT 30.58 KM (19.00 MI) WEST-NORTHWEST OF
 AI9554'FOND DU LAC AND 2.41 KM (1.50 MI) SOUTHEAST OF RIPON. OWNERSHIP--TOWN
 AI9554'OF RIPON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44
 AI9554'AND STATE HIGHWAY 49 WITH STATE HIGHWAY 23 AT THE INTERSECTION OF
 AI9554'BLACBURN STREET WITH EAST FOND DU LAC STREET IN THE CITY OF RIPON, GO
 AI9554'EAST ON STATE HIGHWAY 23 (EAST FOND DU LAC STREET) FOR 1.45 KM (0.90
 AI9554'MI) TO DOUGLAS STREET, TURN RIGHT AND GO SOUTH ON DOUGLAS STREET FOR
 AI9554'0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 AI9554'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI9554'DISK STAMPED --3W53 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9554'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT)
 AI9554'BELOW THE ROAD PAVEMENT.  THE STATION IS 8.3 M (27.2 FT) WEST OF THE
 AI9554'CENTERLINE OF DOUGLAS STREET, 0.16 KM (0.10 MI) NORTH OF THE
 AI9554'CENTERLINE OF SCANDI STREET, 71 M (232.9 FT) NORTH OF THE CENTERLINE
 AI9554'OF PRIVATE ENTRANCE --1010 SOUTH DOUGLAS STREET--, 64 M (210.0 FT)
 AI9554'NORTH OF TELEPHONE PEDESTAL --3C 27A 10 2--, 38.3 M (125.7 FT)
 AI9554'SOUTHWEST OF POWER POLE --16-14-27 13/33--, 3 M (9.8 FT) EAST OF A
 AI9554'CULTIVATED FIELD, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 AI9554'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI9554'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWERLINES AND A
 AI9554'POWER POLE IN THE EAST QUADRANT EXTENDING TO 20 DEGREES ABOVE THE
 AI9554'HORIZON.
 AI9554
 AI9554                          STATION RECOVERY (2003)
 AI9554
 AI9554'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9554'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 54 FEET SOUTH
 AI9554'OF THE CENTERLINE OF A FIELD ENTRANCE.  NOTE-- THE STATION IS IN FOND
 AI9554'DU LAC COUNTY, NOT WINNEBAGO COUNTY.
 AI9554
 AI9554                          STATION RECOVERY (2005)
 AI9554
 AI9554'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9554'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 0.3 MILE (NOT 0.4
 AI9554'MILE) SOUTH OF HIGHWAY 23 ON DOUGLAS STREET.  ADD-- THE STATION IS
 AI9554'18.7 M SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE, 12 CM BELOW GROUND
 AI9554'LEVEL, 1 M EAST, 1 M SOUTHWEST, AND 1 M NORTHWEST OF THREE WHITE
 AI9554'PLASTIC WITNESS POSTS.
 AI9554
 AI9554                          STATION RECOVERY (2006)
 AI9554
 AI9554'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6109 ***********************************************************************
 AI6109  DESIGNATION -  3W62
 AI6109  PID         -  AI6109
 AI6109  STATE/COUNTY-  WI/DODGE
 AI6109  COUNTRY     -  US
 AI6109  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6109
 AI6109                         *CURRENT SURVEY CONTROL
 AI6109  ______________________________________________________________________
 AI6109* NAD 83(2011) POSITION- 43 31 46.49354(N) 088 31 17.62890(W)   ADJUSTED
 AI6109* NAD 83(2011) ELLIP HT-   272.833 (meters)        (06/27/12)   ADJUSTED
 AI6109* NAD 83(2011) EPOCH   -  2010.00
 AI6109* NAVD 88 ORTHO HEIGHT -   308.024 (meters)     1010.58  (feet) ADJUSTED
 AI6109  ______________________________________________________________________
 AI6109  GEOID HEIGHT    -        -35.192 (meters)                     GEOID18
 AI6109  NAD 83(2011) X  -    119,504.476 (meters)                     COMP
 AI6109  NAD 83(2011) Y  - -4,630,285.279 (meters)                     COMP
 AI6109  NAD 83(2011) Z  -  4,370,533.098 (meters)                     COMP
 AI6109  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 AI6109  DYNAMIC HEIGHT  -        307.954 (meters)     1010.35  (feet) COMP
 AI6109  MODELED GRAVITY -    980,384.0   (mgal)                       NAVD 88
 AI6109
 AI6109  VERT ORDER      -  SECOND    CLASS I
 AI6109
 AI6109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6109  Standards:
 AI6109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6109  -------------------------------------------------------------------
 AI6109  NETWORK    0.60   0.73           0.27   0.21   0.37      0.20520604
 AI6109  -------------------------------------------------------------------
 AI6109  Click here for local accuracies and other accuracy information.
 AI6109
 AI6109.The horizontal coordinates were established by GPS observations
 AI6109.and adjusted by the National Geodetic Survey in June 2012.
 AI6109
 AI6109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6109.been affixed to the stable North American tectonic plate. See 
 AI6109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6109
 AI6109.The horizontal coordinates are valid at the epoch date displayed above
 AI6109.which is a decimal equivalence of Year/Month/Day.
 AI6109
 AI6109.The orthometric height was determined by differential leveling and
 AI6109.adjusted by the WI DEPT OF TRANSP
 AI6109.in May 2012.
 AI6109
 AI6109.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6109.GEOID18 height accuracy estimate available here.
 AI6109
 AI6109.Click photographs - Photos may exist for this station.
 AI6109
 AI6109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6109
 AI6109.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6109
 AI6109.The ellipsoidal height was determined by GPS observations
 AI6109.and is referenced to NAD 83.
 AI6109
 AI6109.The dynamic height is computed by dividing the NAVD 88
 AI6109.geopotential number by the normal gravity value computed on the
 AI6109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6109.degrees latitude (g = 980.6199 gals.).
 AI6109
 AI6109.The modeled gravity was interpolated from observed gravity values.
 AI6109
 AI6109. The following values were computed from the NAD 83(2011) position.
 AI6109
 AI6109;                    North         East     Units Scale Factor Converg.
 AI6109;SPC WI S     -   170,981.690   719,498.611   MT  0.99993505   +1 00 57.0
 AI6109;SPC WI S     -   560,962.43  2,360,555.03   sFT  0.99993505   +1 00 57.0
 AI6109;UTM  16      - 4,820,751.181   377,049.520   MT  0.99978594   -1 02 53.1
 AI6109
 AI6109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6109!SPC WI S     -   0.99995722  x   0.99993505  =   0.99989227
 AI6109!UTM  16      -   0.99995722  x   0.99978594  =   0.99974317
 AI6109
 AI6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7704920751(NAD 83)
 AI6109
 AI6109                          SUPERSEDED SURVEY CONTROL
 AI6109
 AI6109  NAD 83(2007)-  43 31 46.49354(N)    088 31 17.62975(W) AD(2002.00) 0
 AI6109  ELLIP H (02/10/07)  272.868  (m)                       GP(2002.00)    
 AI6109  ELLIP H (11/17/00)  272.879  (m)                       GP(       ) 3 2
 AI6109  NAD 83(1997)-  43 31 46.49355(N)    088 31 17.62986(W) AD(       ) 1
 AI6109  ELLIP H (07/06/00)  272.879  (m)                       GP(       ) 2 1
 AI6109  NAVD 88             308.00   (m)         1010.5    (f) LEVELING    3  
 AI6109  NAVD 88 (04/20/07)  307.996  (m)         1010.48   (f) SUPERSEDED  2 1
 AI6109  NAVD 88 (10/20/00)  307.976  (m)         1010.42   (f) SUPERSEDED  2 1
 AI6109  NAVD 88 (07/06/00)  307.98   (m)  GEOID99  model used  GPS OBS        
 AI6109
 AI6109.Superseded values are not recommended for survey control.
 AI6109
 AI6109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6109.See file dsdata.pdf to determine how the superseded data were derived.
 AI6109
 AI6109_MARKER: DD = SURVEY DISK
 AI6109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6109_STAMPING: 3W62 1999
 AI6109_MARK LOGO: WIDT
 AI6109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6109+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AI6109
 AI6109  HISTORY     - Date     Condition        Report By
 AI6109  HISTORY     - 1999     MONUMENTED       WIDT
 AI6109  HISTORY     - 20030806 GOOD             USPSQD
 AI6109  HISTORY     - 20040630 GOOD             WIDT
 AI6109  HISTORY     - 20060925 GOOD             USPSQD
 AI6109
 AI6109                          STATION DESCRIPTION
 AI6109
 AI6109'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6109'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) SOUTHWEST OF FOND DU
 AI6109'LAC, AND 3.2 KM (2.00 MI) NORTHEAST OF MAYVILLE.  OWNERSHIP--DODGE
 AI6109'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28
 AI6109'(HORICON STREET) WITH STATE HIGHWAY 67 (MAIN STREET) IN THE VILLAGE OF
 AI6109'MAYVILLE, GO NORTHEAST ON STATE HIGHWAY 28 AND STATE HIGHWAY 67 (MAIN
 AI6109'STREET) FOR 1.8 KM (1.10 MI) TO COUNTY HIGHWAY V (METALCRAFT DRIVE) ON
 AI6109'THE LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY V FOR 2.4 KM (1.50
 AI6109'MI) TO COUNTY HIGHWAY TW TURN RIGHT, AND GO EAST ON COUNTY HIGHWAY TW
 AI6109'FOR 1.53 KM (0.95 MI) TO THE STATION ON THE LEFT. THE STATION IS A
 AI6109'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6109'STATION DISK STAMPED --3W62 1999-- AND SET IN THE TOP OF A 41 CM
 AI6109'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 AI6109'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.0 M (36.1 FT) NORTH OF
 AI6109'THE CENTERLINE OF COUNTY HIGHWAY TW, 25.9 M (85.0 FT) WEST OF
 AI6109'CENTERLINE OF SUNNYVIEW ROAD, 6.4 M (21.0 FT) SOUTHEAST OF WOOD END
 AI6109'POST FOR RIGHT-OF-WAY FENCE LINE, AND 0.6 M (2.0 FT) SOUTH OF A WHITE
 AI6109'PLASTIC WITNESS POST.
 AI6109
 AI6109                          STATION RECOVERY (2003)
 AI6109
 AI6109'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6109'RECOVERED IN GOOD CONDITION.
 AI6109
 AI6109                          STATION RECOVERY (2004)
 AI6109
 AI6109'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6109'RECOVERED AS DESCRIBED AND TWO POSTS ADDED.  THE STATION IS NOW IN THE
 AI6109'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6109'APPEARS A MOWER HIT THE MONUMENT SCRATCHING THE DISK AND CHIPPING THE
 AI6109'CONCRETE POST.
 AI6109
 AI6109                          STATION RECOVERY (2006)
 AI6109
 AI6109'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6108 ***********************************************************************
 AI6108  DESIGNATION -  3W63
 AI6108  PID         -  AI6108
 AI6108  STATE/COUNTY-  WI/DODGE
 AI6108  COUNTRY     -  US
 AI6108  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6108
 AI6108                         *CURRENT SURVEY CONTROL
 AI6108  ______________________________________________________________________
 AI6108* NAD 83(2011) POSITION- 43 32 42.52348(N) 088 32 17.75664(W)   ADJUSTED
 AI6108* NAD 83(2011) ELLIP HT-   276.127 (meters)        (06/27/12)   ADJUSTED
 AI6108* NAD 83(2011) EPOCH   -  2010.00
 AI6108* NAVD 88 ORTHO HEIGHT -   311.370 (meters)     1021.55  (feet) ADJUSTED
 AI6108  ______________________________________________________________________
 AI6108  GEOID HEIGHT    -        -35.238 (meters)                     GEOID18
 AI6108  NAD 83(2011) X  -    118,124.383 (meters)                     COMP
 AI6108  NAD 83(2011) Y  - -4,629,131.524 (meters)                     COMP
 AI6108  NAD 83(2011) Z  -  4,371,788.959 (meters)                     COMP
 AI6108  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 AI6108  DYNAMIC HEIGHT  -        311.299 (meters)     1021.32  (feet) COMP
 AI6108  MODELED GRAVITY -    980,382.3   (mgal)                       NAVD 88
 AI6108
 AI6108  VERT ORDER      -  SECOND    CLASS I
 AI6108
 AI6108  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6108  Standards:
 AI6108         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6108            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6108  -------------------------------------------------------------------
 AI6108  NETWORK    0.72   0.84           0.34   0.22   0.43     -0.00202094
 AI6108  -------------------------------------------------------------------
 AI6108  Click here for local accuracies and other accuracy information.
 AI6108
 AI6108.The horizontal coordinates were established by GPS observations
 AI6108.and adjusted by the National Geodetic Survey in June 2012.
 AI6108
 AI6108.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6108.been affixed to the stable North American tectonic plate. See 
 AI6108.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6108
 AI6108.The horizontal coordinates are valid at the epoch date displayed above
 AI6108.which is a decimal equivalence of Year/Month/Day.
 AI6108
 AI6108.The orthometric height was determined by differential leveling and
 AI6108.adjusted by the WI DEPT OF TRANSP
 AI6108.in May 2012.
 AI6108
 AI6108.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6108.GEOID18 height accuracy estimate available here.
 AI6108
 AI6108.Click photographs - Photos may exist for this station.
 AI6108
 AI6108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6108
 AI6108.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6108
 AI6108.The ellipsoidal height was determined by GPS observations
 AI6108.and is referenced to NAD 83.
 AI6108
 AI6108.The dynamic height is computed by dividing the NAVD 88
 AI6108.geopotential number by the normal gravity value computed on the
 AI6108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6108.degrees latitude (g = 980.6199 gals.).
 AI6108
 AI6108.The modeled gravity was interpolated from observed gravity values.
 AI6108
 AI6108. The following values were computed from the NAD 83(2011) position.
 AI6108
 AI6108;                    North         East     Units Scale Factor Converg.
 AI6108;SPC WI S     -   172,686.709   718,118.445   MT  0.99993569   +1 00 15.7
 AI6108;SPC WI S     -   566,556.31  2,356,026.93   sFT  0.99993569   +1 00 15.7
 AI6108;UTM  16      - 4,822,504.545   375,731.854   MT  0.99978995   -1 03 35.6
 AI6108
 AI6108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6108!SPC WI S     -   0.99995670  x   0.99993569  =   0.99989239
 AI6108!UTM  16      -   0.99995670  x   0.99978995  =   0.99974666
 AI6108
 AI6108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7573122504(NAD 83)
 AI6108
 AI6108                          SUPERSEDED SURVEY CONTROL
 AI6108
 AI6108  NAD 83(2007)-  43 32 42.52349(N)    088 32 17.75749(W) AD(2002.00) 0
 AI6108  ELLIP H (02/10/07)  276.162  (m)                       GP(2002.00)    
 AI6108  ELLIP H (11/17/00)  276.172  (m)                       GP(       ) 3 2
 AI6108  NAD 83(1997)-  43 32 42.52348(N)    088 32 17.75758(W) AD(       ) 1
 AI6108  ELLIP H (07/06/00)  276.172  (m)                       GP(       ) 2 1
 AI6108  NAVD 88             311.34   (m)         1021.5    (f) LEVELING    3  
 AI6108  NAVD 88 (04/20/07)  311.342  (m)         1021.46   (f) SUPERSEDED  2 1
 AI6108  NAVD 88 (10/20/00)  311.322  (m)         1021.40   (f) SUPERSEDED  2 1
 AI6108  NAVD 88 (07/06/00)  311.32   (m)  GEOID99  model used  GPS OBS        
 AI6108
 AI6108.Superseded values are not recommended for survey control.
 AI6108
 AI6108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6108.See file dsdata.pdf to determine how the superseded data were derived.
 AI6108
 AI6108_MARKER: DD = SURVEY DISK
 AI6108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6108_STAMPING: 3W63
 AI6108_MARK LOGO: WIDT
 AI6108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6108+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 AI6108
 AI6108  HISTORY     - Date     Condition        Report By
 AI6108  HISTORY     - 1999     MONUMENTED       WIDT
 AI6108  HISTORY     - 20030806 GOOD             USPSQD
 AI6108  HISTORY     - 20040805 GOOD             WIDT
 AI6108
 AI6108                          STATION DESCRIPTION
 AI6108
 AI6108'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6108'THE STATION IS LOCATED ABOUT 27.4 KM (17.00 MI) SOUTHWEST OF FOND DU
 AI6108'LAC, AND 5.6 KM (3.45 MI) NORTH-NORTHEAST OF MAYVILLE.
 AI6108'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6108'STATE HIGHWAY 28 (HORICON STREET) WITH STATE HIGHWAY 67 (MAIN STREET)
 AI6108'IN THE VILLAGE OF MAYVILLE, GO NORTHEAST ON STATE HIGHWAY 28 AND STATE
 AI6108'HIGHWAY 67 (MAIN STREET) FOR 1.8 KM (1.10 MI) TO COUNTY HIGHWAY V
 AI6108'(METALCRAFT DRIVE) ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY
 AI6108'HIGHWAY V FOR 4.0 KM (2.50 MI) TO ELM ROAD, CONTINUE NORTH ON COUNTY
 AI6108'HIGHWAY V FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE
 AI6108'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6108'SURVEY CONTROL STATION DISK STAMPED --3W63 1999-- AND SET IN THE TOP
 AI6108'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6108'ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.9 M
 AI6108'(25.9 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY V, 21.2 M (69.6 FT)
 AI6108'NORTHWEST OF POWER POLE --F 13-16-36 8/2--, 12 M (39.4 FT) SOUTHWEST
 AI6108'OF EXTENDED CENTERLINE OF FIELD ENTRANCE, 7.9 M (25.9 FT) WEST OF
 AI6108'DODGE COUNTY SURVEY MONUMENT --D758--, 2 M (6.6 FT) EAST OF CULTIVATED
 AI6108'FIELD, AND 0.7 M (2.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI6108
 AI6108                          STATION RECOVERY (2003)
 AI6108
 AI6108'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6108'RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS POST IS
 AI6108'LEANING BADLY.
 AI6108
 AI6108                          STATION RECOVERY (2004)
 AI6108
 AI6108'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6108'DUE TO MAJOR INACCURACIES IN 1999 DESCRIPTION NEW DESCRIPTION FOLLOWS.
 AI6108'STATION IS 37.3 M SOUTHWEST OF CENTER OF UTILITY POLE --13-16-36
 AI6108'8/3--, 32.8 M NORTH-NORTHWEST TO CENTER OF UTILITY POLE --13-16-36
 AI6108'8/1--, 22.75 M NORTHWEST OF YELLOW FIBERGLASS SURVEY POST, 2.74 M EAST
 AI6108'OF A TEMPORARY R/W POST PUT IN BY COUNTY SURVEYOR,
 AI6108'0.1 M EAST OF CULTIVATED FIELD  THE STATION IS 0.95 M SOUTH AND 0.85 M
 AI6108'NORTHWEST OF TWO METAL WITNESS POSTS.  ONLY TWO POSTS PRESENT DUE TO
 AI6108'BEDROCK LAYER 0.2 M BELOW THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6107 ***********************************************************************
 AI6107  DESIGNATION -  3W64
 AI6107  PID         -  AI6107
 AI6107  STATE/COUNTY-  WI/DODGE
 AI6107  COUNTRY     -  US
 AI6107  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6107
 AI6107                         *CURRENT SURVEY CONTROL
 AI6107  ______________________________________________________________________
 AI6107* NAD 83(2011) POSITION- 43 33 22.29342(N) 088 32 00.41010(W)   ADJUSTED
 AI6107* NAD 83(2011) ELLIP HT-   263.541 (meters)        (06/27/12)   ADJUSTED
 AI6107* NAD 83(2011) EPOCH   -  2010.00
 AI6107* NAVD 88 ORTHO HEIGHT -   298.804 (meters)      980.33  (feet) ADJUSTED
 AI6107  ______________________________________________________________________
 AI6107  GEOID HEIGHT    -        -35.260 (meters)                     GEOID18
 AI6107  NAD 83(2011) X  -    118,491.807 (meters)                     COMP
 AI6107  NAD 83(2011) Y  - -4,628,267.034 (meters)                     COMP
 AI6107  NAD 83(2011) Z  -  4,372,669.889 (meters)                     COMP
 AI6107  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 AI6107  DYNAMIC HEIGHT  -        298.736 (meters)      980.10  (feet) COMP
 AI6107  MODELED GRAVITY -    980,381.7   (mgal)                       NAVD 88
 AI6107
 AI6107  VERT ORDER      -  SECOND    CLASS I
 AI6107
 AI6107  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6107  Standards:
 AI6107         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6107            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6107  -------------------------------------------------------------------
 AI6107  NETWORK    0.78   0.92           0.37   0.24   0.47     -0.02824346
 AI6107  -------------------------------------------------------------------
 AI6107  Click here for local accuracies and other accuracy information.
 AI6107
 AI6107.The horizontal coordinates were established by GPS observations
 AI6107.and adjusted by the National Geodetic Survey in June 2012.
 AI6107
 AI6107.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6107.been affixed to the stable North American tectonic plate. See 
 AI6107.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6107
 AI6107.The horizontal coordinates are valid at the epoch date displayed above
 AI6107.which is a decimal equivalence of Year/Month/Day.
 AI6107
 AI6107.The orthometric height was determined by differential leveling and
 AI6107.adjusted by the WI DEPT OF TRANSP
 AI6107.in May 2012.
 AI6107
 AI6107.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6107.GEOID18 height accuracy estimate available here.
 AI6107
 AI6107.Click photographs - Photos may exist for this station.
 AI6107
 AI6107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6107
 AI6107.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6107
 AI6107.The ellipsoidal height was determined by GPS observations
 AI6107.and is referenced to NAD 83.
 AI6107
 AI6107.The dynamic height is computed by dividing the NAVD 88
 AI6107.geopotential number by the normal gravity value computed on the
 AI6107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6107.degrees latitude (g = 980.6199 gals.).
 AI6107
 AI6107.The modeled gravity was interpolated from observed gravity values.
 AI6107
 AI6107. The following values were computed from the NAD 83(2011) position.
 AI6107
 AI6107;                    North         East     Units Scale Factor Converg.
 AI6107;SPC WI S     -   173,920.660   718,486.189   MT  0.99993619   +1 00 27.6
 AI6107;SPC WI S     -   570,604.70  2,357,233.44   sFT  0.99993619   +1 00 27.6
 AI6107;UTM  16      - 4,823,724.270   376,143.748   MT  0.99978869   -1 03 24.4
 AI6107
 AI6107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6107!SPC WI S     -   0.99995867  x   0.99993619  =   0.99989487
 AI6107!UTM  16      -   0.99995867  x   0.99978869  =   0.99974737
 AI6107
 AI6107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7614323724(NAD 83)
 AI6107
 AI6107                          SUPERSEDED SURVEY CONTROL
 AI6107
 AI6107  NAD 83(2007)-  43 33 22.29343(N)    088 32 00.41094(W) AD(2002.00) 0
 AI6107  ELLIP H (02/10/07)  263.576  (m)                       GP(2002.00)    
 AI6107  ELLIP H (11/17/00)  263.585  (m)                       GP(       ) 3 2
 AI6107  NAD 83(1997)-  43 33 22.29341(N)    088 32 00.41103(W) AD(       ) 1
 AI6107  ELLIP H (07/06/00)  263.585  (m)                       GP(       ) 2 1
 AI6107  NAVD 88             298.78   (m)          980.2    (f) LEVELING    3  
 AI6107  NAVD 88 (04/20/07)  298.777  (m)          980.24   (f) SUPERSEDED  2 1
 AI6107  NAVD 88 (10/20/00)  298.757  (m)          980.17   (f) SUPERSEDED  2 1
 AI6107  NAVD 88 (07/06/00)  298.76   (m)  GEOID99  model used  GPS OBS        
 AI6107
 AI6107.Superseded values are not recommended for survey control.
 AI6107
 AI6107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6107.See file dsdata.pdf to determine how the superseded data were derived.
 AI6107
 AI6107_MARKER: DD = SURVEY DISK
 AI6107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6107_STAMPING: 3W64 1999
 AI6107_MARK LOGO: WIDT
 AI6107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6107+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AI6107
 AI6107  HISTORY     - Date     Condition        Report By
 AI6107  HISTORY     - 1999     MONUMENTED       WIDT
 AI6107  HISTORY     - 20030806 GOOD             USPSQD
 AI6107  HISTORY     - 20040709 GOOD             WIDT
 AI6107  HISTORY     - 20060925 GOOD             USPSQD
 AI6107
 AI6107                          STATION DESCRIPTION
 AI6107
 AI6107'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6107'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) SOUTHWEST OF FOND DU
 AI6107'LAC, AND 6.4 KM (3.95 MI) NORTH-NORTHEAST OF MAYVILLE.
 AI6107'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6107'STATE HIGHWAY 28 (HORICON STREET) WITH STATE HIGHWAY 67 (MAIN STREET)
 AI6107'IN THE VILLAGE OF MAYVILLE, GO NORTHEAST ON STATE HIGHWAY 28 AND STATE
 AI6107'HIGHWAY 67 (MAIN STREET) FOR 1.8 KM (1.10 MI) TO COUNTY HIGHWAY V
 AI6107'(METALCRAFT DRIVE) ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY
 AI6107'HIGHWAY V FOR 4.0 KM (2.50 MI) TO ELM ROAD, CONTINUE NORTH ON COUNTY
 AI6107'HIGHWAY V FOR 1.37 KM (0.85 MI) TO THE STATION ON THE LEFT.  THE
 AI6107'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6107'SURVEY CONTROL STATION DISK STAMPED --3W64 1999-- AND SET IN THE TOP
 AI6107'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6107'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.8 M (35.4
 AI6107'FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY V, 51 M (167.3 FT)
 AI6107'SOUTHWEST OF PRIVATE ENTRANCE --N10047--, 33.8 M (110.9 FT) NORTHWEST
 AI6107'OF POWER POLE --50 89--, 30.6 M (100.4 FT) SOUTHWEST OF WOOD POST FOR
 AI6107'--SPEED LIMIT 35-- SIGN, 25.7 M (84.3 FT) SOUTHWEST OF WOOD POST FOR
 AI6107'--SPEED LIMIT 55-- SIGN, AND 0.5 M (1.6 FT) EAST OF A WHITE PLASTIC
 AI6107'WITNESS POST.
 AI6107
 AI6107                          STATION RECOVERY (2003)
 AI6107
 AI6107'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6107'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.15 MILE SOUTH OF
 AI6107'FARMERSVILLE ROAD ON COUNTY HIGHWAY V ON THE SOUTH SIDE OF THE
 AI6107'COMMUNITY OF FARMERSVILLE.
 AI6107
 AI6107                          STATION RECOVERY (2004)
 AI6107
 AI6107'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6107'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6107'IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI6107'POSTS.  THE STATION IS 0.5 M BELOW THE HIGHWAY PAVEMENT, 10.8 M
 AI6107'WEST-NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY V, 25.7 M
 AI6107'SOUTH-SOUTHWEST OF A WOOD POST FOR A --SPEED LIMIT 35-- SIGN,  AND 35
 AI6107'M SOUTHWEST OF UTILITY POLE --13-16-36 20/44--.
 AI6107
 AI6107                          STATION RECOVERY (2006)
 AI6107
 AI6107'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6110 ***********************************************************************
 AI6110  DESIGNATION -  3W65
 AI6110  PID         -  AI6110
 AI6110  STATE/COUNTY-  WI/DODGE
 AI6110  COUNTRY     -  US
 AI6110  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6110
 AI6110                         *CURRENT SURVEY CONTROL
 AI6110  ______________________________________________________________________
 AI6110* NAD 83(2011) POSITION- 43 33 58.08695(N) 088 32 34.58962(W)   ADJUSTED
 AI6110* NAD 83(2011) ELLIP HT-   273.176 (meters)        (06/27/12)   ADJUSTED
 AI6110* NAD 83(2011) EPOCH   -  2010.00
 AI6110* NAVD 88 ORTHO HEIGHT -   308.469 (meters)     1012.04  (feet) ADJUSTED
 AI6110  ______________________________________________________________________
 AI6110  GEOID HEIGHT    -        -35.289 (meters)                     GEOID18
 AI6110  NAD 83(2011) X  -    117,705.689 (meters)                     COMP
 AI6110  NAD 83(2011) Y  - -4,627,532.543 (meters)                     COMP
 AI6110  NAD 83(2011) Z  -  4,373,477.046 (meters)                     COMP
 AI6110  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 AI6110  DYNAMIC HEIGHT  -        308.398 (meters)     1011.80  (feet) COMP
 AI6110  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 AI6110
 AI6110  VERT ORDER      -  SECOND    CLASS I
 AI6110
 AI6110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6110  Standards:
 AI6110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6110  -------------------------------------------------------------------
 AI6110  NETWORK    0.70   0.84           0.33   0.22   0.43     -0.11954852
 AI6110  -------------------------------------------------------------------
 AI6110  Click here for local accuracies and other accuracy information.
 AI6110
 AI6110.The horizontal coordinates were established by GPS observations
 AI6110.and adjusted by the National Geodetic Survey in June 2012.
 AI6110
 AI6110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6110.been affixed to the stable North American tectonic plate. See 
 AI6110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6110
 AI6110.The horizontal coordinates are valid at the epoch date displayed above
 AI6110.which is a decimal equivalence of Year/Month/Day.
 AI6110
 AI6110.The orthometric height was determined by differential leveling and
 AI6110.adjusted by the WI DEPT OF TRANSP
 AI6110.in May 2012.
 AI6110
 AI6110.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6110.GEOID18 height accuracy estimate available here.
 AI6110
 AI6110.Click photographs - Photos may exist for this station.
 AI6110
 AI6110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6110
 AI6110.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6110
 AI6110.The ellipsoidal height was determined by GPS observations
 AI6110.and is referenced to NAD 83.
 AI6110
 AI6110.The dynamic height is computed by dividing the NAVD 88
 AI6110.geopotential number by the normal gravity value computed on the
 AI6110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6110.degrees latitude (g = 980.6199 gals.).
 AI6110
 AI6110.The modeled gravity was interpolated from observed gravity values.
 AI6110
 AI6110. The following values were computed from the NAD 83(2011) position.
 AI6110
 AI6110;                    North         East     Units Scale Factor Converg.
 AI6110;SPC WI S     -   175,011.639   717,699.900   MT  0.99993668   +1 00 04.1
 AI6110;SPC WI S     -   574,184.02  2,354,653.76   sFT  0.99993668   +1 00 04.1
 AI6110;UTM  16      - 4,824,842.703   375,397.382   MT  0.99979097   -1 03 48.7
 AI6110
 AI6110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6110!SPC WI S     -   0.99995716  x   0.99993668  =   0.99989385
 AI6110!UTM  16      -   0.99995716  x   0.99979097  =   0.99974814
 AI6110
 AI6110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7539724842(NAD 83)
 AI6110
 AI6110                          SUPERSEDED SURVEY CONTROL
 AI6110
 AI6110  NAD 83(2007)-  43 33 58.08698(N)    088 32 34.59046(W) AD(2002.00) 0
 AI6110  ELLIP H (02/10/07)  273.211  (m)                       GP(2002.00)    
 AI6110  ELLIP H (11/17/00)  273.220  (m)                       GP(       ) 3 2
 AI6110  NAD 83(1997)-  43 33 58.08696(N)    088 32 34.59053(W) AD(       ) 1
 AI6110  ELLIP H (07/06/00)  273.220  (m)                       GP(       ) 2 1
 AI6110  NAVD 88             308.44   (m)         1011.9    (f) LEVELING    3  
 AI6110  NAVD 88 (04/20/07)  308.442  (m)         1011.95   (f) SUPERSEDED  2 1
 AI6110  NAVD 88 (10/20/00)  308.421  (m)         1011.88   (f) SUPERSEDED  2 1
 AI6110  NAVD 88 (07/06/00)  308.42   (m)  GEOID99  model used  GPS OBS        
 AI6110
 AI6110.Superseded values are not recommended for survey control.
 AI6110
 AI6110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6110.See file dsdata.pdf to determine how the superseded data were derived.
 AI6110
 AI6110_MARKER: DD = SURVEY DISK
 AI6110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6110_STAMPING: 3W65 1999
 AI6110_MARK LOGO: WIDT
 AI6110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6110+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AI6110
 AI6110  HISTORY     - Date     Condition        Report By
 AI6110  HISTORY     - 1999     MONUMENTED       WIDT
 AI6110  HISTORY     - 20030806 GOOD             USPSQD
 AI6110  HISTORY     - 20040709 GOOD             WIDT
 AI6110  HISTORY     - 20060925 GOOD             USPSQD
 AI6110
 AI6110                          STATION DESCRIPTION
 AI6110
 AI6110'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6110'THE STATION IS LOCATED ABOUT 24.9 KM (15.45 MI) SOUTHWEST OF FOND DU
 AI6110'LAC, AND 7.2 KM (4.45 MI) NORTH-NORTHEAST OF MAYVILLE. OWNERSHIP-TOWN
 AI6110'OF LEROY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41
 AI6110'WITH STATE HIGHWAY 67 ABOUT 0.8 KM (0.50 MI) EAST OF THE VILLAGE OF
 AI6110'LOMIRA, GO WEST ON STATE HIGHWAY 67 FOR 1.6 KM (1.00 MI) TO THE
 AI6110'JUNCTION OF STATE HIGHWAY 175 AND STATE HIGHWAY 67 WITH COUNTY HIGHWAY
 AI6110'H, CONTINUE WEST ON COUNTY HIGHWAY H FOR 3.9 KM (2.40 MI) TO COUNTY
 AI6110'HIGHWAY AY, CONTINUE WEST ON COUNTY HIGHWAY H (LOMIRA ROAD) FOR 3.4 KM
 AI6110'(2.10 MI) TO DAIRY ROAD, TURN LEFT AND GO SOUTH ON DAIRY ROAD FOR 2.4
 AI6110'KM (1.50 MI) TO BAUER ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON
 AI6110'BAUER ROAD FOR 0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT.  THE
 AI6110'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6110'SURVEY CONTROL STATION DISK STAMPED --3W65 1999-- AND SET IN THE TOP
 AI6110'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6110'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.9 M (25.9 FT)
 AI6110'NORTH OF THE CENTERLINE OF BAUER ROAD, 49.1 M (161.1 FT) NORTHWEST OF
 AI6110'POWER POLE --13-16-26 48/26--, 42.7 M (140.1 FT) NORTHEAST OF WOOD
 AI6110'POST FOR --STOP AHEAD-- SIGN, 17.9 M (58.7 FT) NORTH OF TELEPHONE
 AI6110'PEDESTAL, 2 M (6.6 FT) SOUTH OF CULTIVATED FIELD, AND 1.0 M (3.3 FT)
 AI6110'SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI6110
 AI6110                          STATION RECOVERY (2003)
 AI6110
 AI6110'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6110'RECOVERED IN GOOD CONDITION.  NOTE-- A WHITE PLASTIC EXTENSION IS
 AI6110'TAPED TO THE WHITE PLASTIC WITNESS POST.  CORRECTION IN 1999
 AI6110'DESCRIPTION-- THE STATION IS NORTH-NORTHWEST OF MAYVILLE (NOT
 AI6110'NORTH-NORTHEAST).
 AI6110
 AI6110                          STATION RECOVERY (2004)
 AI6110
 AI6110'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6110'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6110'IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI6110'POSTS.  DAMAGE TO THE SOUTHEAST CORNER OF CEMENT MONUMENT. THE DISK
 AI6110'WAS NOT HARMED.  THE STATION IS 49.1 M WEST-NORTHWEST OF POWER POLE
 AI6110'--13-16-26- 48/26--, 42.7 M EAST-NORTHEAST OF WOOD POST FOR --STOP
 AI6110'AHEAD-- SIGN.
 AI6110
 AI6110                          STATION RECOVERY (2006)
 AI6110
 AI6110'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6111 ***********************************************************************
 AI6111  DESIGNATION -  3W66
 AI6111  PID         -  AI6111
 AI6111  STATE/COUNTY-  WI/DODGE
 AI6111  COUNTRY     -  US
 AI6111  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6111
 AI6111                         *CURRENT SURVEY CONTROL
 AI6111  ______________________________________________________________________
 AI6111* NAD 83(2011) POSITION- 43 33 59.09211(N) 088 33 55.57441(W)   ADJUSTED
 AI6111* NAD 83(2011) ELLIP HT-   275.969 (meters)        (06/27/12)   ADJUSTED
 AI6111* NAD 83(2011) EPOCH   -  2010.00
 AI6111* NAVD 88 ORTHO HEIGHT -   311.281 (meters)     1021.26  (feet) ADJUSTED
 AI6111  ______________________________________________________________________
 AI6111  GEOID HEIGHT    -        -35.304 (meters)                     GEOID18
 AI6111  NAD 83(2011) X  -    115,888.309 (meters)                     COMP
 AI6111  NAD 83(2011) Y  - -4,627,559.050 (meters)                     COMP
 AI6111  NAD 83(2011) Z  -  4,373,501.449 (meters)                     COMP
 AI6111  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 AI6111  DYNAMIC HEIGHT  -        311.209 (meters)     1021.02  (feet) COMP
 AI6111  MODELED GRAVITY -    980,379.6   (mgal)                       NAVD 88
 AI6111
 AI6111  VERT ORDER      -  SECOND    CLASS I
 AI6111
 AI6111  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6111  Standards:
 AI6111         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6111            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6111  -------------------------------------------------------------------
 AI6111  NETWORK    0.68   0.78           0.32   0.21   0.40     -0.08728538
 AI6111  -------------------------------------------------------------------
 AI6111  Click here for local accuracies and other accuracy information.
 AI6111
 AI6111.The horizontal coordinates were established by GPS observations
 AI6111.and adjusted by the National Geodetic Survey in June 2012.
 AI6111
 AI6111.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6111.been affixed to the stable North American tectonic plate. See 
 AI6111.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6111
 AI6111.The horizontal coordinates are valid at the epoch date displayed above
 AI6111.which is a decimal equivalence of Year/Month/Day.
 AI6111
 AI6111.The orthometric height was determined by differential leveling and
 AI6111.adjusted by the WI DEPT OF TRANSP
 AI6111.in May 2012.
 AI6111
 AI6111.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6111.GEOID18 height accuracy estimate available here.
 AI6111
 AI6111.Click photographs - Photos may exist for this station.
 AI6111
 AI6111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6111
 AI6111.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6111
 AI6111.The ellipsoidal height was determined by GPS observations
 AI6111.and is referenced to NAD 83.
 AI6111
 AI6111.The dynamic height is computed by dividing the NAVD 88
 AI6111.geopotential number by the normal gravity value computed on the
 AI6111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6111.degrees latitude (g = 980.6199 gals.).
 AI6111
 AI6111.The modeled gravity was interpolated from observed gravity values.
 AI6111
 AI6111. The following values were computed from the NAD 83(2011) position.
 AI6111
 AI6111;                    North         East     Units Scale Factor Converg.
 AI6111;SPC WI S     -   175,011.146   715,882.358   MT  0.99993669   +0 59 08.5
 AI6111;SPC WI S     -   574,182.40  2,348,690.70   sFT  0.99993669   +0 59 08.5
 AI6111;UTM  16      - 4,824,907.684   373,581.262   MT  0.99979658   -1 04 44.5
 AI6111
 AI6111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6111!SPC WI S     -   0.99995673  x   0.99993669  =   0.99989342
 AI6111!UTM  16      -   0.99995673  x   0.99979658  =   0.99975332
 AI6111
 AI6111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7358124907(NAD 83)
 AI6111
 AI6111                          SUPERSEDED SURVEY CONTROL
 AI6111
 AI6111  NAD 83(2007)-  43 33 59.09213(N)    088 33 55.57525(W) AD(2002.00) 0
 AI6111  ELLIP H (02/10/07)  276.005  (m)                       GP(2002.00)    
 AI6111  ELLIP H (11/17/00)  276.013  (m)                       GP(       ) 3 2
 AI6111  NAD 83(1997)-  43 33 59.09212(N)    088 33 55.57531(W) AD(       ) 1
 AI6111  ELLIP H (07/06/00)  276.013  (m)                       GP(       ) 2 1
 AI6111  NAVD 88             311.25   (m)         1021.2    (f) LEVELING    3  
 AI6111  NAVD 88 (04/20/07)  311.253  (m)         1021.17   (f) SUPERSEDED  2 1
 AI6111  NAVD 88 (10/20/00)  311.231  (m)         1021.10   (f) SUPERSEDED  2 1
 AI6111  NAVD 88 (07/06/00)  311.23   (m)  GEOID99  model used  GPS OBS        
 AI6111
 AI6111.Superseded values are not recommended for survey control.
 AI6111
 AI6111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6111.See file dsdata.pdf to determine how the superseded data were derived.
 AI6111
 AI6111_MARKER: DD = SURVEY DISK
 AI6111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6111_STAMPING: 3W66 1999
 AI6111_MARK LOGO: WIDT
 AI6111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6111+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AI6111
 AI6111  HISTORY     - Date     Condition        Report By
 AI6111  HISTORY     - 1999     MONUMENTED       WIDT
 AI6111  HISTORY     - 20030806 GOOD             USPSQD
 AI6111  HISTORY     - 20040709 GOOD             WIDT
 AI6111  HISTORY     - 20060925 GOOD             USPSQD
 AI6111
 AI6111                          STATION DESCRIPTION
 AI6111
 AI6111'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6111'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) SOUTHWEST OF FOND DU
 AI6111'LAC, AND 7.2 KM (4.45 MI) NORTH-NORTHWEST OF MAYVILLE. OWNERSHIP--TOWN
 AI6111'OF LEROY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151
 AI6111'BRIDGE OVER STATE HIGHWAY 49 ABOUT 0.8 KM (0.50 MI) EAST OF THE CITY
 AI6111'OF WAUPUN, GO EAST ON STATE HIGHWAY 49 FOR 9.09 KM (5.65 MI) TO COUNTY
 AI6111'HIGHWAY Z (SOUTH) ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY
 AI6111'HIGHWAY Z FOR 6.1 KM (3.80 MI) TO BAUER ROAD ON THE LEFT, TURN LEFT
 AI6111'AND GO EAST ON BAUER ROAD FOR 1.4 KM (0.85 MI) TO ROCKVALE ROAD ON THE
 AI6111'RIGHT, CONTINUE EAST ON BAUER ROAD FOR 0.5 KM (0.30 MI) TO THE STATION
 AI6111'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6111'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W66
 AI6111'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6111'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI6111'STATION IS 8.8 M (28.9 FT) SOUTH OF THE CENTERLINE OF BAUER ROAD, 68.9
 AI6111'M (226.0 FT) WEST OF WOOD POST FOR --STOP AHEAD-- SIGN, 56 M (183.7
 AI6111'FT) WEST OF CENTERLINE OF FIELD ENTRANCE, 49.6 M (162.7 FT) SOUTHEAST
 AI6111'OF A POWER POLE --WP-L--, 23.6 M (77.4 FT) SOUTHWEST OF POWER POLE
 AI6111'--F13-16-27 41/26--, 1.4 M (4.6 FT) NORTH OF A BARBED WIRE FENCE LINE
 AI6111'AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 AI6111
 AI6111                          STATION RECOVERY (2003)
 AI6111
 AI6111'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6111'RECOVERED IN GOOD CONDITION.
 AI6111
 AI6111                          STATION RECOVERY (2004)
 AI6111
 AI6111'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6111'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6111'IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI6111'POSTS. THE STATION IS 1 M BELOW THE HIGHWAY PAVEMENT AND 49.6 M
 AI6111'EAST-SOUTHEAST OF A UTILITY POLE.
 AI6111
 AI6111                          STATION RECOVERY (2006)
 AI6111
 AI6111'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6112 ***********************************************************************
 AI6112  DESIGNATION -  3W67
 AI6112  PID         -  AI6112
 AI6112  STATE/COUNTY-  WI/DODGE
 AI6112  COUNTRY     -  US
 AI6112  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6112
 AI6112                         *CURRENT SURVEY CONTROL
 AI6112  ______________________________________________________________________
 AI6112* NAD 83(2011) POSITION- 43 34 00.71199(N) 088 34 55.22778(W)   ADJUSTED
 AI6112* NAD 83(2011) ELLIP HT-   282.528 (meters)        (06/27/12)   ADJUSTED
 AI6112* NAD 83(2011) EPOCH   -  2010.00
 AI6112* NAVD 88 ORTHO HEIGHT -   317.847 (meters)     1042.80  (feet) ADJUSTED
 AI6112  ______________________________________________________________________
 AI6112  GEOID HEIGHT    -        -35.317 (meters)                     GEOID18
 AI6112  NAD 83(2011) X  -    114,549.243 (meters)                     COMP
 AI6112  NAD 83(2011) Y  - -4,627,562.677 (meters)                     COMP
 AI6112  NAD 83(2011) Z  -  4,373,542.195 (meters)                     COMP
 AI6112  LAPLACE CORR    -          2.14  (seconds)                    DEFLEC18
 AI6112  DYNAMIC HEIGHT  -        317.774 (meters)     1042.56  (feet) COMP
 AI6112  MODELED GRAVITY -    980,379.7   (mgal)                       NAVD 88
 AI6112
 AI6112  VERT ORDER      -  SECOND    CLASS I
 AI6112
 AI6112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6112  Standards:
 AI6112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6112  -------------------------------------------------------------------
 AI6112  NETWORK    0.58   0.67           0.28   0.17   0.34     -0.05076809
 AI6112  -------------------------------------------------------------------
 AI6112  Click here for local accuracies and other accuracy information.
 AI6112
 AI6112.The horizontal coordinates were established by GPS observations
 AI6112.and adjusted by the National Geodetic Survey in June 2012.
 AI6112
 AI6112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6112.been affixed to the stable North American tectonic plate. See 
 AI6112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6112
 AI6112.The horizontal coordinates are valid at the epoch date displayed above
 AI6112.which is a decimal equivalence of Year/Month/Day.
 AI6112
 AI6112.The orthometric height was determined by differential leveling and
 AI6112.adjusted by the WI DEPT OF TRANSP
 AI6112.in May 2012.
 AI6112
 AI6112.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6112.GEOID18 height accuracy estimate available here.
 AI6112
 AI6112.Click photographs - Photos may exist for this station.
 AI6112
 AI6112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6112
 AI6112.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6112
 AI6112.The ellipsoidal height was determined by GPS observations
 AI6112.and is referenced to NAD 83.
 AI6112
 AI6112.The dynamic height is computed by dividing the NAVD 88
 AI6112.geopotential number by the normal gravity value computed on the
 AI6112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6112.degrees latitude (g = 980.6199 gals.).
 AI6112
 AI6112.The modeled gravity was interpolated from observed gravity values.
 AI6112
 AI6112. The following values were computed from the NAD 83(2011) position.
 AI6112
 AI6112;                    North         East     Units Scale Factor Converg.
 AI6112;SPC WI S     -   175,038.234   714,543.101   MT  0.99993671   +0 58 27.5
 AI6112;SPC WI S     -   574,271.27  2,344,296.82   sFT  0.99993671   +0 58 27.5
 AI6112;UTM  16      - 4,824,982.996   372,244.035   MT  0.99980076   -1 05 25.7
 AI6112
 AI6112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6112!SPC WI S     -   0.99995570  x   0.99993671  =   0.99989241
 AI6112!UTM  16      -   0.99995570  x   0.99980076  =   0.99975647
 AI6112
 AI6112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7224424982(NAD 83)
 AI6112
 AI6112                          SUPERSEDED SURVEY CONTROL
 AI6112
 AI6112  NAD 83(2007)-  43 34 00.71201(N)    088 34 55.22862(W) AD(2002.00) 0
 AI6112  ELLIP H (02/10/07)  282.563  (m)                       GP(2002.00)    
 AI6112  ELLIP H (11/17/00)  282.571  (m)                       GP(       ) 3 2
 AI6112  NAD 83(1997)-  43 34 00.71200(N)    088 34 55.22868(W) AD(       ) 1
 AI6112  ELLIP H (07/06/00)  282.571  (m)                       GP(       ) 2 1
 AI6112  NAVD 88             317.82   (m)         1042.7    (f) LEVELING    3  
 AI6112  NAVD 88 (04/20/07)  317.820  (m)         1042.71   (f) SUPERSEDED  2 1
 AI6112  NAVD 88 (10/20/00)  317.798  (m)         1042.64   (f) SUPERSEDED  2 1
 AI6112  NAVD 88 (07/06/00)  317.80   (m)  GEOID99  model used  GPS OBS        
 AI6112
 AI6112.Superseded values are not recommended for survey control.
 AI6112
 AI6112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6112.See file dsdata.pdf to determine how the superseded data were derived.
 AI6112
 AI6112_MARKER: DD = SURVEY DISK
 AI6112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6112_STAMPING: 3W67 1999
 AI6112_MARK LOGO: WIDT
 AI6112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6112+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AI6112
 AI6112  HISTORY     - Date     Condition        Report By
 AI6112  HISTORY     - 1999     MONUMENTED       WIDT
 AI6112  HISTORY     - 20030806 GOOD             USPSQD
 AI6112  HISTORY     - 20040709 GOOD             WIDT
 AI6112  HISTORY     - 20060925 GOOD             USPSQD
 AI6112
 AI6112                          STATION DESCRIPTION
 AI6112
 AI6112'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6112'THE STATION IS LOCATED ABOUT 26.6 KM (16.50 MI) SOUTHWEST OF FOND DU
 AI6112'LAC, AND 8.0 KM (4.95 MI) NORTHWEST OF MAYVILLE.  OWNERSHIP--TOWN OF
 AI6112'LEROY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151
 AI6112'BRIDGE OVER STATE HIGHWAY 49 ABOUT 0.8 KM (0.50 MI) EAST OF THE CITY
 AI6112'OF WAUPUN, GO EAST ON STATE HIGHWAY 49 FOR 9.09 KM (5.65 MI) TO COUNTY
 AI6112'HIGHWAY Z (SOUTH) ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY
 AI6112'HIGHWAY Z FOR 6.1 KM (3.80 MI) TO BAUER ROAD ON THE LEFT, TURN LEFT
 AI6112'AND GO EAST ON BAUER ROAD FOR 1.21 KM (0.75 MI) TO THE STATION ON THE
 AI6112'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6112'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W67 1999-- AND SET IN
 AI6112'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6112'GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 AI6112'STATION IS 4.9 M (16.1 FT) SOUTH OF THE CENTERLINE OF BAUER ROAD, 49.9
 AI6112'M (163.7 FT) SOUTHEAST OF POWER POLE --13-16-28 48/27--, 25.8 M (84.6
 AI6112'FT) SOUTHWEST OF POWER POLE --13-16-28 50/27--, 4 M (13.1 FT) NORTH OF
 AI6112'A CULTIVATED FIELD, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC
 AI6112'WITNESS POST.
 AI6112
 AI6112                          STATION RECOVERY (2003)
 AI6112
 AI6112'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6112'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE WEST OF
 AI6112'COUNTY HIGHWAY YY ON BAUER ROAD.
 AI6112
 AI6112                          STATION RECOVERY (2004)
 AI6112
 AI6112'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6112'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6112'IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI6112'POSTS.  THE STATION IS 49.9 M EAST-SOUTHEAST OF UTILITY POLE
 AI6112'--13-16-28 48/27--.
 AI6112
 AI6112                          STATION RECOVERY (2006)
 AI6112
 AI6112'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6113 ***********************************************************************
 AI6113  DESIGNATION -  3W68
 AI6113  PID         -  AI6113
 AI6113  STATE/COUNTY-  WI/DODGE
 AI6113  COUNTRY     -  US
 AI6113  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6113
 AI6113                         *CURRENT SURVEY CONTROL
 AI6113  ______________________________________________________________________
 AI6113* NAD 83(2011) POSITION- 43 34 37.18305(N) 088 36 09.12520(W)   ADJUSTED
 AI6113* NAD 83(2011) ELLIP HT-   242.720 (meters)        (06/27/12)   ADJUSTED
 AI6113* NAD 83(2011) EPOCH   -  2010.00
 AI6113* NAVD 88 ORTHO HEIGHT -   278.077 (meters)      912.32  (feet) ADJUSTED
 AI6113  ______________________________________________________________________
 AI6113  GEOID HEIGHT    -        -35.359 (meters)                     GEOID18
 AI6113  NAD 83(2011) X  -    112,871.718 (meters)                     COMP
 AI6113  NAD 83(2011) Y  - -4,626,798.965 (meters)                     COMP
 AI6113  NAD 83(2011) Z  -  4,374,330.282 (meters)                     COMP
 AI6113  LAPLACE CORR    -          2.56  (seconds)                    DEFLEC18
 AI6113  DYNAMIC HEIGHT  -        278.013 (meters)      912.11  (feet) COMP
 AI6113  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 AI6113
 AI6113  VERT ORDER      -  SECOND    CLASS I
 AI6113
 AI6113  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6113  Standards:
 AI6113         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6113            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6113  -------------------------------------------------------------------
 AI6113  NETWORK    0.62   0.71           0.29   0.20   0.36     -0.05469029
 AI6113  -------------------------------------------------------------------
 AI6113  Click here for local accuracies and other accuracy information.
 AI6113
 AI6113.The horizontal coordinates were established by GPS observations
 AI6113.and adjusted by the National Geodetic Survey in June 2012.
 AI6113
 AI6113.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6113.been affixed to the stable North American tectonic plate. See 
 AI6113.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6113
 AI6113.The horizontal coordinates are valid at the epoch date displayed above
 AI6113.which is a decimal equivalence of Year/Month/Day.
 AI6113
 AI6113.The orthometric height was determined by differential leveling and
 AI6113.adjusted by the WI DEPT OF TRANSP
 AI6113.in May 2012.
 AI6113
 AI6113.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6113.GEOID18 height accuracy estimate available here.
 AI6113
 AI6113.Click photographs - Photos may exist for this station.
 AI6113
 AI6113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6113
 AI6113.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6113
 AI6113.The ellipsoidal height was determined by GPS observations
 AI6113.and is referenced to NAD 83.
 AI6113
 AI6113.The dynamic height is computed by dividing the NAVD 88
 AI6113.geopotential number by the normal gravity value computed on the
 AI6113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6113.degrees latitude (g = 980.6199 gals.).
 AI6113
 AI6113.The modeled gravity was interpolated from observed gravity values.
 AI6113
 AI6113. The following values were computed from the NAD 83(2011) position.
 AI6113
 AI6113;                    North         East     Units Scale Factor Converg.
 AI6113;SPC WI S     -   176,135.589   712,866.254   MT  0.99993724   +0 57 36.7
 AI6113;SPC WI S     -   577,871.51  2,338,795.37   sFT  0.99993724   +0 57 36.7
 AI6113;UTM  16      - 4,826,139.904   370,608.035   MT  0.99980594   -1 06 17.4
 AI6113
 AI6113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6113!SPC WI S     -   0.99996194  x   0.99993724  =   0.99989918
 AI6113!UTM  16      -   0.99996194  x   0.99980594  =   0.99976789
 AI6113
 AI6113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7060826139(NAD 83)
 AI6113
 AI6113                          SUPERSEDED SURVEY CONTROL
 AI6113
 AI6113  NAD 83(2007)-  43 34 37.18307(N)    088 36 09.12605(W) AD(2002.00) 0
 AI6113  ELLIP H (02/10/07)  242.755  (m)                       GP(2002.00)    
 AI6113  ELLIP H (11/17/00)  242.763  (m)                       GP(       ) 3 2
 AI6113  NAD 83(1997)-  43 34 37.18306(N)    088 36 09.12611(W) AD(       ) 1
 AI6113  ELLIP H (07/06/00)  242.763  (m)                       GP(       ) 2 1
 AI6113  NAVD 88             278.05   (m)          912.2    (f) LEVELING    3  
 AI6113  NAVD 88 (04/20/07)  278.050  (m)          912.24   (f) SUPERSEDED  2 1
 AI6113  NAVD 88 (10/20/00)  278.027  (m)          912.16   (f) SUPERSEDED  2 1
 AI6113  NAVD 88 (07/06/00)  278.03   (m)  GEOID99  model used  GPS OBS        
 AI6113
 AI6113.Superseded values are not recommended for survey control.
 AI6113
 AI6113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6113.See file dsdata.pdf to determine how the superseded data were derived.
 AI6113
 AI6113_MARKER: DD = SURVEY DISK
 AI6113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6113_STAMPING: 3W68 1999
 AI6113_MARK LOGO: WIDT
 AI6113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6113+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AI6113
 AI6113  HISTORY     - Date     Condition        Report By
 AI6113  HISTORY     - 1999     MONUMENTED       WIDT
 AI6113  HISTORY     - 20030813 MARK NOT FOUND   USPSQD
 AI6113  HISTORY     - 20040709 GOOD             WIDT
 AI6113  HISTORY     - 20060927 GOOD             USPSQD
 AI6113
 AI6113                          STATION DESCRIPTION
 AI6113
 AI6113'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6113'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) SOUTHWEST OF FOND DU
 AI6113'LAC, AND 9.7 KM (6.00 MI) NORTHWEST OF MAYVILLE.  OWNERSHIP--DODGE
 AI6113'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151
 AI6113'BRIDGE OVER STATE HIGHWAY 49 ABOUT 0.8 KM (0.50 MI) EAST OF THE CITY
 AI6113'OF WAUPUN, GO EAST ON STATE HIGHWAY 49 FOR 9.09 KM (5.65 MI) TO COUNTY
 AI6113'HIGHWAY Z (SOUTH) ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY
 AI6113'HIGHWAY Z FOR 3.4 KM (2.10 MI) TO COUNTY HIGHWAY H, CONTINUE SOUTH ON
 AI6113'COUNTY HIGHWAY Z FOR 1.3 KM (0.80 MI) TO THE STATION ON THE LEFT.  THE
 AI6113'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6113'SURVEY CONTROL STATION DISK STAMPED --3W68 1999-- AND SET IN THE TOP
 AI6113'OF 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6113'ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 11.4
 AI6113'M (37.4 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY Z, 160.9 M (527.9
 AI6113'FT) NORTH OF CENTERLINE OF PRIVATE ENTRANCE --N 10524--, 57 M (187.0
 AI6113'FT) NORTHEAST OF POWER POLE --F 13-16-20 49/7--, 44.3 M (145.3 FT)
 AI6113'SOUTHEAST OF POWER POLE --F 13-16-20 49/10--, 7 M (23.0 FT) WEST OF
 AI6113'CULTIVATED FIELD, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS
 AI6113'POST.
 AI6113
 AI6113                          STATION RECOVERY (2003)
 AI6113
 AI6113'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6113'NOT FOUND.  NOTE-- THERE IS NO WITNESS POST PRESENT.  THE POWER POLE
 AI6113'NUMBERED 13-16-20 49/7 IN THE DESCRIPTION IS NUMBERED 13-16-20 49/8
 AI6113
 AI6113                          STATION RECOVERY (2004)
 AI6113
 AI6113'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6113'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6113'IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI6113'POSTS.  BOTH UTILITY POLES MENTIONED IN THE 1999 DESCRIPTION ARE GONE.
 AI6113'THE STATION IS 27 M EAST-NORTHEAST OF UTILITY POLE --13-16-20 49/8--,
 AI6113'AND 64 M SOUTH-SOUTHEAST OF UTILITY POLE --13-16-20 48/10--.
 AI6113
 AI6113                          STATION RECOVERY (2006)
 AI6113
 AI6113'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6114 ***********************************************************************
 AI6114  DESIGNATION -  3W69
 AI6114  PID         -  AI6114
 AI6114  STATE/COUNTY-  WI/DODGE
 AI6114  COUNTRY     -  US
 AI6114  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6114
 AI6114                         *CURRENT SURVEY CONTROL
 AI6114  ______________________________________________________________________
 AI6114* NAD 83(2011) POSITION- 43 35 34.35067(N) 088 36 17.03834(W)   ADJUSTED
 AI6114* NAD 83(2011) ELLIP HT-   240.512 (meters)        (06/27/12)   ADJUSTED
 AI6114* NAD 83(2011) EPOCH   -  2010.00
 AI6114* NAVD 88 ORTHO HEIGHT -   275.914 (meters)      905.23  (feet) ADJUSTED
 AI6114  ______________________________________________________________________
 AI6114  GEOID HEIGHT    -        -35.399 (meters)                     GEOID18
 AI6114  NAD 83(2011) X  -    112,664.558 (meters)                     COMP
 AI6114  NAD 83(2011) Y  - -4,625,585.632 (meters)                     COMP
 AI6114  NAD 83(2011) Z  -  4,375,606.800 (meters)                     COMP
 AI6114  LAPLACE CORR    -          2.57  (seconds)                    DEFLEC18
 AI6114  DYNAMIC HEIGHT  -        275.850 (meters)      905.02  (feet) COMP
 AI6114  MODELED GRAVITY -    980,380.1   (mgal)                       NAVD 88
 AI6114
 AI6114  VERT ORDER      -  SECOND    CLASS I
 AI6114
 AI6114  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6114  Standards:
 AI6114         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6114            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6114  -------------------------------------------------------------------
 AI6114  NETWORK    0.70   0.80           0.33   0.22   0.41     -0.10210552
 AI6114  -------------------------------------------------------------------
 AI6114  Click here for local accuracies and other accuracy information.
 AI6114
 AI6114.The horizontal coordinates were established by GPS observations
 AI6114.and adjusted by the National Geodetic Survey in June 2012.
 AI6114
 AI6114.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6114.been affixed to the stable North American tectonic plate. See 
 AI6114.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6114
 AI6114.The horizontal coordinates are valid at the epoch date displayed above
 AI6114.which is a decimal equivalence of Year/Month/Day.
 AI6114
 AI6114.The orthometric height was determined by differential leveling and
 AI6114.adjusted by the WI DEPT OF TRANSP
 AI6114.in May 2012.
 AI6114
 AI6114.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6114.GEOID18 height accuracy estimate available here.
 AI6114
 AI6114.Click photographs - Photos may exist for this station.
 AI6114
 AI6114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6114
 AI6114.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6114
 AI6114.The ellipsoidal height was determined by GPS observations
 AI6114.and is referenced to NAD 83.
 AI6114
 AI6114.The dynamic height is computed by dividing the NAVD 88
 AI6114.geopotential number by the normal gravity value computed on the
 AI6114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6114.degrees latitude (g = 980.6199 gals.).
 AI6114
 AI6114.The modeled gravity was interpolated from observed gravity values.
 AI6114
 AI6114. The following values were computed from the NAD 83(2011) position.
 AI6114
 AI6114;                    North         East     Units Scale Factor Converg.
 AI6114;SPC WI S     -   177,896.582   712,659.223   MT  0.99993813   +0 57 31.3
 AI6114;SPC WI S     -   583,649.04  2,338,116.13   sFT  0.99993813   +0 57 31.3
 AI6114;UTM  16      - 4,827,906.980   370,464.618   MT  0.99980639   -1 06 24.0
 AI6114
 AI6114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6114!SPC WI S     -   0.99996229  x   0.99993813  =   0.99990042
 AI6114!UTM  16      -   0.99996229  x   0.99980639  =   0.99976868
 AI6114
 AI6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7046427906(NAD 83)
 AI6114
 AI6114                          SUPERSEDED SURVEY CONTROL
 AI6114
 AI6114  NAD 83(2007)-  43 35 34.35069(N)    088 36 17.03918(W) AD(2002.00) 0
 AI6114  ELLIP H (02/10/07)  240.547  (m)                       GP(2002.00)    
 AI6114  ELLIP H (11/17/00)  240.555  (m)                       GP(       ) 3 2
 AI6114  NAD 83(1997)-  43 35 34.35067(N)    088 36 17.03923(W) AD(       ) 1
 AI6114  ELLIP H (07/06/00)  240.555  (m)                       GP(       ) 2 1
 AI6114  NAVD 88             275.89   (m)          905.1    (f) LEVELING    3  
 AI6114  NAVD 88 (04/20/07)  275.886  (m)          905.14   (f) SUPERSEDED  2 1
 AI6114  NAVD 88 (10/20/00)  275.862  (m)          905.06   (f) SUPERSEDED  2 1
 AI6114  NAVD 88 (07/06/00)  275.87   (m)  GEOID99  model used  GPS OBS        
 AI6114
 AI6114.Superseded values are not recommended for survey control.
 AI6114
 AI6114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6114.See file dsdata.pdf to determine how the superseded data were derived.
 AI6114
 AI6114_MARKER: DD = SURVEY DISK
 AI6114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6114_STAMPING: 3W69 1999
 AI6114_MARK LOGO: WIDT
 AI6114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6114+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AI6114
 AI6114  HISTORY     - Date     Condition        Report By
 AI6114  HISTORY     - 1999     MONUMENTED       WIDT
 AI6114  HISTORY     - 20030813 GOOD             USPSQD
 AI6114  HISTORY     - 20040709 GOOD             WIDT
 AI6114  HISTORY     - 20060927 GOOD             USPSQD
 AI6114
 AI6114                          STATION DESCRIPTION
 AI6114
 AI6114'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6114'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) SOUTHWEST OF FOND DU
 AI6114'LAC, AND 11.3 KM (7.00 MI) EAST-SOUTHEAST OF WAUPUN. OWNERSHIP--DODGE
 AI6114'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151
 AI6114'BRIDGE OVER STATE HIGHWAY 49 ABOUT 0.8 KM (0.50 MI) EAST OF THE CITY
 AI6114'OF WAUPUN, GO EAST ON STATE HIGHWAY 49 FOR 9.09 KM (5.65 MI) TO COUNTY
 AI6114'HIGHWAY Z (SOUTH) ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY
 AI6114'HIGHWAY Z FOR 2.66 KM (1.65 MI) TO LEDGE ROAD, CONTINUE SOUTH ON
 AI6114'COUNTY HIGHWAY Z FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT.
 AI6114'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6114'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W69 1999-- AND SET IN
 AI6114'THE TOP OF 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6114'GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.6
 AI6114'M (38.1 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY Z, 22.6 M (74.1
 AI6114'FT) EAST-NORTHEAST OF POWER POLE --F 13-16-17 43/13--, 14.7 M (48.2
 AI6114'FT) NORTHEAST OF 40 CM (16-INCH) DIAMETER CORRUGATED METAL CULVERT
 AI6114'PIPE, 8.9 M (29.2 FT) NORTH OF METAL POST FOR --CAUTION TELEPHONE
 AI6114'CABLE UNDERGROUND-- SIGN, AND 0.7 M (2.3 FT) WEST OF A WHITE PLASTIC
 AI6114'WITNESS POST.
 AI6114
 AI6114                          STATION RECOVERY (2003)
 AI6114
 AI6114'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6114'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 15 FEET NORTH OF
 AI6114'THE CENTERLINE OF A FIELD ENTRANCE.
 AI6114
 AI6114                          STATION RECOVERY (2004)
 AI6114
 AI6114'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6114'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.
 AI6114'THE STATION IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 AI6114'PLASTIC WITNESS POSTS.  THE METAL DISK IS SCRATCHED BUT USABLE, THE
 AI6114'CEMENT MONUMENT IS IN GOOD CONDITION.  POWER POLE  F 13-16-17 43/13 IS
 AI6114'GONE.  THE STATION IS  26.4 M EAST-NORTHEAST OF UTILITY POLE
 AI6114'--13-16-17 42/12--.  THE STATION IS 14.7 M NORTHEAST OF THE EAST END
 AI6114'OF A 40 CM DIAMETER CORRUGATED METAL CULVERT PIPE THAT RUNS EAST TO
 AI6114'WEST UNDER HIGHWAY Z.
 AI6114
 AI6114                          STATION RECOVERY (2006)
 AI6114
 AI6114'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6115 ***********************************************************************
 AI6115  DESIGNATION -  3W70
 AI6115  PID         -  AI6115
 AI6115  STATE/COUNTY-  WI/DODGE
 AI6115  COUNTRY     -  US
 AI6115  USGS QUAD   -  MAYVILLE NORTH (2018)
 AI6115
 AI6115                         *CURRENT SURVEY CONTROL
 AI6115  ______________________________________________________________________
 AI6115* NAD 83(2011) POSITION- 43 36 14.92700(N) 088 36 22.18391(W)   ADJUSTED
 AI6115* NAD 83(2011) ELLIP HT-   251.436 (meters)        (06/27/12)   ADJUSTED
 AI6115* NAD 83(2011) EPOCH   -  2010.00
 AI6115* NAVD 88 ORTHO HEIGHT -   286.870 (meters)      941.17  (feet) ADJUSTED
 AI6115  ______________________________________________________________________
 AI6115  GEOID HEIGHT    -        -35.429 (meters)                     GEOID18
 AI6115  NAD 83(2011) X  -    112,528.351 (meters)                     COMP
 AI6115  NAD 83(2011) Y  - -4,624,732.999 (meters)                     COMP
 AI6115  NAD 83(2011) Z  -  4,376,521.257 (meters)                     COMP
 AI6115  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 AI6115  DYNAMIC HEIGHT  -        286.804 (meters)      940.96  (feet) COMP
 AI6115  MODELED GRAVITY -    980,380.0   (mgal)                       NAVD 88
 AI6115
 AI6115  VERT ORDER      -  SECOND    CLASS I
 AI6115
 AI6115  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6115  Standards:
 AI6115         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6115            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6115  -------------------------------------------------------------------
 AI6115  NETWORK    0.66   0.74           0.31   0.21   0.38     -0.09855718
 AI6115  -------------------------------------------------------------------
 AI6115  Click here for local accuracies and other accuracy information.
 AI6115
 AI6115.The horizontal coordinates were established by GPS observations
 AI6115.and adjusted by the National Geodetic Survey in June 2012.
 AI6115
 AI6115.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6115.been affixed to the stable North American tectonic plate. See 
 AI6115.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6115
 AI6115.The horizontal coordinates are valid at the epoch date displayed above
 AI6115.which is a decimal equivalence of Year/Month/Day.
 AI6115
 AI6115.The orthometric height was determined by differential leveling and
 AI6115.adjusted by the WI DEPT OF TRANSP
 AI6115.in May 2012.
 AI6115
 AI6115.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6115.GEOID18 height accuracy estimate available here.
 AI6115
 AI6115.Click photographs - Photos may exist for this station.
 AI6115
 AI6115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6115
 AI6115.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6115
 AI6115.The ellipsoidal height was determined by GPS observations
 AI6115.and is referenced to NAD 83.
 AI6115
 AI6115.The dynamic height is computed by dividing the NAVD 88
 AI6115.geopotential number by the normal gravity value computed on the
 AI6115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6115.degrees latitude (g = 980.6199 gals.).
 AI6115
 AI6115.The modeled gravity was interpolated from observed gravity values.
 AI6115
 AI6115. The following values were computed from the NAD 83(2011) position.
 AI6115
 AI6115;                    North         East     Units Scale Factor Converg.
 AI6115;SPC WI S     -   179,146.680   712,522.895   MT  0.99993880   +0 57 27.8
 AI6115;SPC WI S     -   587,750.40  2,337,668.86   sFT  0.99993880   +0 57 27.8
 AI6115;UTM  16      - 4,829,161.014   370,373.445   MT  0.99980668   -1 06 28.4
 AI6115
 AI6115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6115!SPC WI S     -   0.99996057  x   0.99993880  =   0.99989938
 AI6115!UTM  16      -   0.99996057  x   0.99980668  =   0.99976726
 AI6115
 AI6115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7037329161(NAD 83)
 AI6115
 AI6115                          SUPERSEDED SURVEY CONTROL
 AI6115
 AI6115  NAD 83(2007)-  43 36 14.92703(N)    088 36 22.18475(W) AD(2002.00) 0
 AI6115  ELLIP H (02/10/07)  251.472  (m)                       GP(2002.00)    
 AI6115  ELLIP H (11/17/00)  251.479  (m)                       GP(       ) 3 2
 AI6115  NAD 83(1997)-  43 36 14.92699(N)    088 36 22.18479(W) AD(       ) 1
 AI6115  ELLIP H (07/06/00)  251.479  (m)                       GP(       ) 2 1
 AI6115  NAVD 88             286.84   (m)          941.1    (f) LEVELING    3  
 AI6115  NAVD 88 (04/20/07)  286.843  (m)          941.08   (f) SUPERSEDED  2 1
 AI6115  NAVD 88 (10/20/00)  286.818  (m)          941.00   (f) SUPERSEDED  2 1
 AI6115  NAVD 88 (07/06/00)  286.82   (m)  GEOID99  model used  GPS OBS        
 AI6115
 AI6115.Superseded values are not recommended for survey control.
 AI6115
 AI6115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6115.See file dsdata.pdf to determine how the superseded data were derived.
 AI6115
 AI6115_MARKER: DD = SURVEY DISK
 AI6115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6115_STAMPING: 3W70 1999
 AI6115_MARK LOGO: WIDT
 AI6115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6115+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AI6115
 AI6115  HISTORY     - Date     Condition        Report By
 AI6115  HISTORY     - 1999     MONUMENTED       WIDT
 AI6115  HISTORY     - 20030813 GOOD             USPSQD
 AI6115  HISTORY     - 20040709 GOOD             WIDT
 AI6115  HISTORY     - 20060927 GOOD             USPSQD
 AI6115
 AI6115                          STATION DESCRIPTION
 AI6115
 AI6115'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6115'THE STATION IS LOCATED ABOUT 23.3 KM (14.45 MI) SOUTHWEST OF FOND DU
 AI6115'LAC, AND 11.3 KM (7.00 MI) EAST OF WAUPUN.  OWNERSHIP--DODGE COUNTY.
 AI6115'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 BRIDGE OVER
 AI6115'STATE HIGHWAY 49 ABOUT 0.8 KM (0.50 MI) EAST OF THE CITY OF WAUPUN, GO
 AI6115'EAST ON STATE HIGHWAY 49 FOR 9.09 KM (5.65 MI) TO COUNTY HIGHWAY Z
 AI6115'(SOUTH) ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY Z FOR
 AI6115'1.0 KM (0.60 MI) TO POINT ROAD CONTINUE SOUTH ON COUNTY HIGHWAY Z FOR
 AI6115'0.8 KM (0.50 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6115'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6115'DISK STAMPED --3W70 1999-- AND SET IN THE TOP OF 41 CM (16-INCH)
 AI6115'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6115'HIGHWAY PAVEMENT.  THE STATION IS 11.2 M (36.7 FT) EAST OF THE
 AI6115'CENTERLINE OF COUNTY HIGHWAY Z, 49.8 M (163.4 FT) NORTH OF TELEPHONE
 AI6115'PEDESTAL --1671--, 46 M (150.9 FT) NORTH OF CENTERLINE OF FIELD
 AI6115'ENTRANCE, 23.2 M (76.1 FT) NORTH-NORTHEAST OF POWER POLE --F 13-16-8
 AI6115'39/1--, 3.0 M (9.8 FT) WEST OF BARBED WIRE FENCE LINE, AND 1.0 M (3.3
 AI6115'FT) WEST OF A WHITE PLASTIC WITNESS POST.
 AI6115
 AI6115                          STATION RECOVERY (2003)
 AI6115
 AI6115'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6115'RECOVERED IN GOOD CONDITION.  NOTE-- POINT ROAD IN THE 1999
 AI6115'DESCRIPTION IS NORTH POINT ROAD.
 AI6115
 AI6115                          STATION RECOVERY (2004)
 AI6115
 AI6115'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6115'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6115'IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI6115'POSTS.  THE STATION IS 0.5 M BELOW THE HIGHWAY PAVEMENT AND 23.2 M
 AI6115'EAST-NORTHEAST OF POWER POLE --F 13-16-8 39/1--.
 AI6115
 AI6115                          STATION RECOVERY (2006)
 AI6115
 AI6115'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6066 ***********************************************************************
 AI6066  DESIGNATION -  3W71
 AI6066  PID         -  AI6066
 AI6066  STATE/COUNTY-  WI/FOND DU LAC
 AI6066  COUNTRY     -  US
 AI6066  USGS QUAD   -  OAKFIELD (2018)
 AI6066
 AI6066                         *CURRENT SURVEY CONTROL
 AI6066  ______________________________________________________________________
 AI6066* NAD 83(1986) POSITION- 43 40 07.3    (N) 088 35 56.9    (W)   HD_HELD2
 AI6066* NAVD 88 ORTHO HEIGHT -   270.200 (meters)      886.48  (feet) ADJUSTED
 AI6066  ______________________________________________________________________
 AI6066  GEOID HEIGHT    -        -35.602 (meters)                     GEOID18
 AI6066  DYNAMIC HEIGHT  -        270.139 (meters)      886.28  (feet) COMP
 AI6066  MODELED GRAVITY -    980,386.7   (mgal)                       NAVD 88
 AI6066
 AI6066  VERT ORDER      -  SECOND    CLASS I
 AI6066
 AI6066.The horizontal coordinates were established by autonomous hand held GPS
 AI6066.observations and have an estimated accuracy of +/- 10 meters.
 AI6066
 AI6066.The orthometric height was determined by differential leveling and
 AI6066.adjusted by the WI DEPT OF TRANSP
 AI6066.in May 2012.
 AI6066
 AI6066.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6066.GEOID18 height accuracy estimate available here.
 AI6066
 AI6066.Click photographs - Photos may exist for this station.
 AI6066
 AI6066.The dynamic height is computed by dividing the NAVD 88
 AI6066.geopotential number by the normal gravity value computed on the
 AI6066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6066.degrees latitude (g = 980.6199 gals.).
 AI6066
 AI6066.The modeled gravity was interpolated from observed gravity values.
 AI6066
 AI6066;                    North         East    Units  Estimated Accuracy
 AI6066;SPC WI S     -   186,326.      712,969.      MT  (+/- 10 meters HH2 GPS)
 AI6066
 AI6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7107836318(NAD 83)
 AI6066
 AI6066                          SUPERSEDED SURVEY CONTROL
 AI6066
 AI6066  NAVD 88 (04/20/07)  270.173  (m)          886.39   (f) SUPERSEDED  2 1
 AI6066  NAVD 88 (10/20/00)  270.157  (m)          886.34   (f) SUPERSEDED  2 1
 AI6066
 AI6066.Superseded values are not recommended for survey control.
 AI6066
 AI6066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6066.See file dsdata.pdf to determine how the superseded data were derived.
 AI6066
 AI6066_MARKER: DD = SURVEY DISK
 AI6066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6066_STAMPING: 3W71 1999
 AI6066_MARK LOGO: WIDT
 AI6066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6066+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AI6066
 AI6066  HISTORY     - Date     Condition        Report By
 AI6066  HISTORY     - 1999     MONUMENTED       WIDT
 AI6066  HISTORY     - 20030730 GOOD             USPSQD
 AI6066  HISTORY     - 20040728 GOOD             WIDT
 AI6066  HISTORY     - 20060928 GOOD             USPSQD
 AI6066
 AI6066                          STATION DESCRIPTION
 AI6066
 AI6066'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6066'THE STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) SOUTHWEST OF FOND DU
 AI6066'LAC AND 4.5 KM (2.80 MI) SOUTHWEST OF OAKFIELD.  OWNERSHIP--FOND DU
 AI6066'LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY
 AI6066'D (CHURCH ROAD) WITH COUNTY HIGHWAY Y (MAIN STREET) IN THE VILLAGE OF
 AI6066'OAKFIELD, GO SOUTH ON COUNTY HIGHWAY D AND Y (MAIN STREET) FOR 0.08 KM
 AI6066'(0.05 MI) TO COUNTY HIGHWAY B AND WHERE COUNTY HIGHWAY Y TURNS TO THE
 AI6066'LEFT, TURN RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY B AND D FOR 2.3 KM
 AI6066'(1.40 MI) TO WHERE COUNTY HIGHWAY B TURNS TO THE LEFT, CONTINUE
 AI6066'SOUTHWEST ON COUNTY HIGHWAY D FOR 0.72 KM (0.45 MI) TO AN THE WILD
 AI6066'GOOSE STATE TRAIL, CONTINUE WEST ON COUNTY HIGHWAY D FOR 1.4 KM (0.85
 AI6066'MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE GEODETIC
 AI6066'SURVEY CONTROL STATION DISK STAMPED --3W71 1999-- AND SET IN THE TOP
 AI6066'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6066'ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.8 M
 AI6066'(28.9 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY D, 55.6 M (182.4
 AI6066'FT) EAST-NORTHEAST OF CENTERLINE OF COUNTY HIGHWAY AS, 46.4 M (152.2
 AI6066'FT) WEST-SOUTHWEST OF A 90 CM (36 INCH) DIAMETER CORRUGATED METAL
 AI6066'CULVERT PIPE, 34.4 M (112.9 FT) EAST-NORTHEAST OF WOOD TRAFFIC --WEST
 AI6066'COUNTY AS-- SIGN, 25.7 M (84.3 FT) SOUTHEAST OF POWER POLE --14-16-21
 AI6066'5/27--, 18.5 M (60.7 FT) NORTHEAST OF WOOD TRAFFIC --NORTH COUNTY D
 AI6066'AND SPEED LIMIT 55--SIGN, AND 1 M (3.3 FT) SOUTH OF A WHITE PLASTIC
 AI6066'WITNESS POST.  ---NOTE--- VISIBLE OBSTRUCTIONS AT THIS STATION ARE
 AI6066'POWER LINES IN THE NORTHEAST QUADRANT EXTENDING TO 20 DEGREES ABOVE
 AI6066'THE HORIZON.
 AI6066
 AI6066                          STATION RECOVERY (2003)
 AI6066
 AI6066'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6066'RECOVERED IN GOOD CONDITION.
 AI6066
 AI6066                          STATION RECOVERY (2004)
 AI6066
 AI6066'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6066'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS ADDED.  STATION IS IN
 AI6066'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6066
 AI6066                          STATION RECOVERY (2006)
 AI6066
 AI6066'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6067 ***********************************************************************
 AI6067  DESIGNATION -  3W72
 AI6067  PID         -  AI6067
 AI6067  STATE/COUNTY-  WI/FOND DU LAC
 AI6067  COUNTRY     -  US
 AI6067  USGS QUAD   -  OAKFIELD (2018)
 AI6067
 AI6067                         *CURRENT SURVEY CONTROL
 AI6067  ______________________________________________________________________
 AI6067* NAD 83(1986) POSITION- 43 40 06.5    (N) 088 34 23.0    (W)   HD_HELD2
 AI6067* NAVD 88 ORTHO HEIGHT -   276.179 (meters)      906.10  (feet) ADJUSTED
 AI6067  ______________________________________________________________________
 AI6067  GEOID HEIGHT    -        -35.586 (meters)                     GEOID18
 AI6067  DYNAMIC HEIGHT  -        276.116 (meters)      905.89  (feet) COMP
 AI6067  MODELED GRAVITY -    980,385.9   (mgal)                       NAVD 88
 AI6067
 AI6067  VERT ORDER      -  SECOND    CLASS I
 AI6067
 AI6067.The horizontal coordinates were established by autonomous hand held GPS
 AI6067.observations and have an estimated accuracy of +/- 10 meters.
 AI6067
 AI6067.The orthometric height was determined by differential leveling and
 AI6067.adjusted by the WI DEPT OF TRANSP
 AI6067.in May 2012.
 AI6067
 AI6067.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6067.GEOID18 height accuracy estimate available here.
 AI6067
 AI6067.Click photographs - Photos may exist for this station.
 AI6067
 AI6067.The dynamic height is computed by dividing the NAVD 88
 AI6067.geopotential number by the normal gravity value computed on the
 AI6067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6067.degrees latitude (g = 980.6199 gals.).
 AI6067
 AI6067.The modeled gravity was interpolated from observed gravity values.
 AI6067
 AI6067;                    North         East    Units  Estimated Accuracy
 AI6067;SPC WI S     -   186,337.      715,073.      MT  (+/- 10 meters HH2 GPS)
 AI6067
 AI6067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7318036254(NAD 83)
 AI6067
 AI6067                          SUPERSEDED SURVEY CONTROL
 AI6067
 AI6067  NAVD 88 (04/20/07)  276.151  (m)          906.01   (f) SUPERSEDED  2 1
 AI6067  NAVD 88 (10/20/00)  276.138  (m)          905.96   (f) SUPERSEDED  2 1
 AI6067
 AI6067.Superseded values are not recommended for survey control.
 AI6067
 AI6067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6067.See file dsdata.pdf to determine how the superseded data were derived.
 AI6067
 AI6067_MARKER: DD = SURVEY DISK
 AI6067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6067_STAMPING: 3W72 1999
 AI6067_MARK LOGO: WIDT
 AI6067_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6067+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2010
 AI6067
 AI6067  HISTORY     - Date     Condition        Report By
 AI6067  HISTORY     - 1999     MONUMENTED       WIDT
 AI6067  HISTORY     - 20030730 GOOD             USPSQD
 AI6067  HISTORY     - 20040728 GOOD             WIDT
 AI6067  HISTORY     - 20060928 GOOD             USPSQD
 AI6067  HISTORY     - 20100828 GOOD             GEOCAC
 AI6067
 AI6067                          STATION DESCRIPTION
 AI6067
 AI6067'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6067'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTHWEST OF FOND DU
 AI6067'LAC AND 2.5 KM (1.55 MI) SOUTHWEST OF OAKFIELD.  OWNERSHIP--FOND DU
 AI6067'LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY
 AI6067'D (CHURCH ROAD) WITH COUNTY HIGHWAY Y (MAIN STREET) IN THE VILLAGE OF
 AI6067'OAKFIELD, GO SOUTH ON COUNTY HIGHWAY D AND Y (MAIN STREET) FOR 0.08 KM
 AI6067'(0.05 MI) TO COUNTY HIGHWAY B AND WHERE HIGHWAY Y TURNS TO THE LEFT,
 AI6067'TURN RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY B AND D FOR 2.3 KM (1.40
 AI6067'MI) TO COUNTY HIGHWAY B ON THE LEFT CONTINUE WEST ON COUNTY HIGHWAY D
 AI6067'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI6067'BRONZE GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W72 1999-- AND
 AI6067'SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH
 AI6067'THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 AI6067'STATION IS 10.0 M (32.8 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 AI6067'D, 57.3 M (188.0 FT) WEST OF CENTERLINE OF COUNTY HIGHWAY B (SOUTH) ,
 AI6067'40.3 M (132.2 FT) NORTHWEST OF CENTER OF 30 CM (12-INCH) DIAMETER ASH
 AI6067'TREE, 29.8 M (97.8 FT) WEST OF 70 CM (28-INCH) DIAMETER CORRUGATED
 AI6067'METAL CULVERT PIPE, 26.5 M (86.9 FT) SOUTH OF POWER POLE --14-16-22
 AI6067'22/27--, 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 AI6067'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 AI6067'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6067
 AI6067                          STATION RECOVERY (2003)
 AI6067
 AI6067'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6067'RECOVERED IN GOOD CONDITION.
 AI6067
 AI6067                          STATION RECOVERY (2004)
 AI6067
 AI6067'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6067'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS ADDED.  STATION IS IN
 AI6067'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6067
 AI6067                          STATION RECOVERY (2006)
 AI6067
 AI6067'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6067'RECOVERED IN GOOD CONDITION.
 AI6067
 AI6067                          STATION RECOVERY (2010)
 AI6067
 AI6067'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI6067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6068 ***********************************************************************
 AI6068  DESIGNATION -  3W73
 AI6068  PID         -  AI6068
 AI6068  STATE/COUNTY-  WI/FOND DU LAC
 AI6068  COUNTRY     -  US
 AI6068  USGS QUAD   -  OAKFIELD (2018)
 AI6068
 AI6068                         *CURRENT SURVEY CONTROL
 AI6068  ______________________________________________________________________
 AI6068* NAD 83(1986) POSITION- 43 40 33.4    (N) 088 33 24.5    (W)   HD_HELD2
 AI6068* NAVD 88 ORTHO HEIGHT -   292.119 (meters)      958.39  (feet) ADJUSTED
 AI6068  ______________________________________________________________________
 AI6068  GEOID HEIGHT    -        -35.596 (meters)                     GEOID18
 AI6068  DYNAMIC HEIGHT  -        292.054 (meters)      958.18  (feet) COMP
 AI6068  MODELED GRAVITY -    980,386.8   (mgal)                       NAVD 88
 AI6068
 AI6068  VERT ORDER      -  SECOND    CLASS I
 AI6068
 AI6068.The horizontal coordinates were established by autonomous hand held GPS
 AI6068.observations and have an estimated accuracy of +/- 10 meters.
 AI6068
 AI6068.The orthometric height was determined by differential leveling and
 AI6068.adjusted by the WI DEPT OF TRANSP
 AI6068.in May 2012.
 AI6068
 AI6068.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6068.GEOID18 height accuracy estimate available here.
 AI6068
 AI6068.Click photographs - Photos may exist for this station.
 AI6068
 AI6068.The dynamic height is computed by dividing the NAVD 88
 AI6068.geopotential number by the normal gravity value computed on the
 AI6068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6068.degrees latitude (g = 980.6199 gals.).
 AI6068
 AI6068.The modeled gravity was interpolated from observed gravity values.
 AI6068
 AI6068;                    North         East    Units  Estimated Accuracy
 AI6068;SPC WI S     -   187,190.      716,369.      MT  (+/- 10 meters HH2 GPS)
 AI6068
 AI6068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7450637059(NAD 83)
 AI6068
 AI6068                          SUPERSEDED SURVEY CONTROL
 AI6068
 AI6068  NAVD 88 (04/20/07)  292.091  (m)          958.30   (f) SUPERSEDED  2 1
 AI6068  NAVD 88 (10/20/00)  292.081  (m)          958.27   (f) SUPERSEDED  2 1
 AI6068
 AI6068.Superseded values are not recommended for survey control.
 AI6068
 AI6068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6068.See file dsdata.pdf to determine how the superseded data were derived.
 AI6068
 AI6068_MARKER: DD = SURVEY DISK
 AI6068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6068_STAMPING: 3W73 1999
 AI6068_MARK LOGO: WIDT
 AI6068_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6068+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AI6068
 AI6068  HISTORY     - Date     Condition        Report By
 AI6068  HISTORY     - 1999     MONUMENTED       WIDT
 AI6068  HISTORY     - 20030730 GOOD             USPSQD
 AI6068  HISTORY     - 20040728 GOOD             WIDT
 AI6068  HISTORY     - 20060928 GOOD             USPSQD
 AI6068  HISTORY     - 20100828 GOOD             GEOCAC
 AI6068
 AI6068                          STATION DESCRIPTION
 AI6068
 AI6068'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6068'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) SOUTHWEST OF FOND DU
 AI6068'LAC AND 0.9 KM (0.55 MI) SOUTHWEST OF OAKFIELD.  OWNERSHIP--FOND DU
 AI6068'LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY
 AI6068'D (CHURCH ROAD) WITH COUNTY HIGHWAY Y (MAIN STREET) IN THE VILLAGE OF
 AI6068'OAKFIELD, GO SOUTH ON COUNTY HIGHWAY D AND Y (MAIN STREET) FOR 0.08 KM
 AI6068'(0.05 MI) TO COUNTY HIGHWAY B AND WHERE HIGHWAY Y TURNS TO THE LEFT,
 AI6068'TURN RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY B AND D FOR 0.8 KM (0.50
 AI6068'MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE GEODETIC
 AI6068'SURVEY CONTROL STATION DISK STAMPED --3W73 1999-- AND SET IN THE TOP
 AI6068'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6068'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.9 M (25.9 FT)
 AI6068'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY B AND D, 34.4 M (112.9 FT)
 AI6068'SOUTHEAST OF POWER POLE --14-16-14 13A/1--, 9.8 M (32.2 FT) WEST OF
 AI6068'CENTERLINE OF PRIVATE ENTRANCE --W7986--, 3.2 M (10.5 FT) NORTHWEST OF
 AI6068'METAL POST FOR --TOWN OAKFIELD W7986--, 2.0 M (6.6 FT) NORTHWEST OF 45
 AI6068'CM (18-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, AND 1 M (3.3 FT)
 AI6068'WEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---VISIBLE OBSTRUCTIONS
 AI6068'AT THIS STATION ARE TREES IN THE SOUTHEAST QUADRANT EXTENDING TO 40
 AI6068'DEGREES ABOVE THE HORIZON AND A TREE EXTENDING TO 30 DEGREES ABOVE THE
 AI6068'HORIZON IN THE SOUTHWEST QUADRANT.
 AI6068
 AI6068                          STATION RECOVERY (2003)
 AI6068
 AI6068'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6068'STATION RECOVERED IN GOOD CONDITION.  NOTE-- TREES TO THE EAST MAY
 AI6068'OBSTRUCT SATELLITE OBSERVATIONS.
 AI6068
 AI6068                          STATION RECOVERY (2004)
 AI6068
 AI6068'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6068'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS ADDED.  STATION IS IN
 AI6068'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6068
 AI6068                          STATION RECOVERY (2006)
 AI6068
 AI6068'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6068'RECOVERED IN GOOD CONDITION.
 AI6068
 AI6068                          STATION RECOVERY (2010)
 AI6068
 AI6068'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI6068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6070 ***********************************************************************
 AI6070  DESIGNATION -  3W74
 AI6070  PID         -  AI6070
 AI6070  STATE/COUNTY-  WI/FOND DU LAC
 AI6070  COUNTRY     -  US
 AI6070  USGS QUAD   -  OAKFIELD (2018)
 AI6070
 AI6070                         *CURRENT SURVEY CONTROL
 AI6070  ______________________________________________________________________
 AI6070* NAD 83(2011) POSITION- 43 41 09.52796(N) 088 32 50.37909(W)   ADJUSTED
 AI6070* NAD 83(2011) ELLIP HT-   236.737 (meters)        (06/27/12)   ADJUSTED
 AI6070* NAD 83(2011) EPOCH   -  2010.00
 AI6070* NAVD 88 ORTHO HEIGHT -   272.362 (meters)      893.57  (feet) ADJUSTED
 AI6070  ______________________________________________________________________
 AI6070  GEOID HEIGHT    -        -35.620 (meters)                     GEOID18
 AI6070  NAD 83(2011) X  -    117,117.876 (meters)                     COMP
 AI6070  NAD 83(2011) Y  - -4,618,330.854 (meters)                     COMP
 AI6070  NAD 83(2011) Z  -  4,383,090.708 (meters)                     COMP
 AI6070  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 AI6070  DYNAMIC HEIGHT  -        272.301 (meters)      893.37  (feet) COMP
 AI6070  MODELED GRAVITY -    980,388.6   (mgal)                       NAVD 88
 AI6070
 AI6070  VERT ORDER      -  SECOND    CLASS I
 AI6070
 AI6070  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6070  Standards:
 AI6070         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6070            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6070  -------------------------------------------------------------------
 AI6070  NETWORK    0.43   0.53           0.19   0.16   0.27      0.08877170
 AI6070  -------------------------------------------------------------------
 AI6070  Click here for local accuracies and other accuracy information.
 AI6070
 AI6070.The horizontal coordinates were established by GPS observations
 AI6070.and adjusted by the National Geodetic Survey in June 2012.
 AI6070
 AI6070.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6070.been affixed to the stable North American tectonic plate. See 
 AI6070.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6070
 AI6070.The horizontal coordinates are valid at the epoch date displayed above
 AI6070.which is a decimal equivalence of Year/Month/Day.
 AI6070
 AI6070.The orthometric height was determined by differential leveling and
 AI6070.adjusted by the WI DEPT OF TRANSP
 AI6070.in May 2012.
 AI6070
 AI6070.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6070.GEOID18 height accuracy estimate available here.
 AI6070
 AI6070.Click photographs - Photos may exist for this station.
 AI6070
 AI6070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6070
 AI6070.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6070
 AI6070.The ellipsoidal height was determined by GPS observations
 AI6070.and is referenced to NAD 83.
 AI6070
 AI6070.The dynamic height is computed by dividing the NAVD 88
 AI6070.geopotential number by the normal gravity value computed on the
 AI6070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6070.degrees latitude (g = 980.6199 gals.).
 AI6070
 AI6070.The modeled gravity was interpolated from observed gravity values.
 AI6070
 AI6070. The following values were computed from the NAD 83(2011) position.
 AI6070
 AI6070;                    North         East     Units Scale Factor Converg.
 AI6070;SPC WI S     -   188,317.985   717,113.704   MT  0.99994487   +0 59 53.3
 AI6070;SPC WI S     -   617,839.92  2,352,730.54   sFT  0.99994487   +0 59 53.3
 AI6070;UTM  16      - 4,838,159.544   375,291.249   MT  0.99979129   -1 04 08.0
 AI6070
 AI6070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6070!SPC WI S     -   0.99996288  x   0.99994487  =   0.99990775
 AI6070!UTM  16      -   0.99996288  x   0.99979129  =   0.99975418
 AI6070
 AI6070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7529138159(NAD 83)
 AI6070
 AI6070                          SUPERSEDED SURVEY CONTROL
 AI6070
 AI6070  NAD 83(2007)-  43 41 09.52800(N)    088 32 50.37992(W) AD(2002.00) 0
 AI6070  ELLIP H (02/10/07)  236.773  (m)                       GP(2002.00)    
 AI6070  ELLIP H (11/17/00)  236.777  (m)                       GP(       ) 3 2
 AI6070  NAD 83(1997)-  43 41 09.52788(N)    088 32 50.37993(W) AD(       ) 1
 AI6070  ELLIP H (07/06/00)  236.777  (m)                       GP(       ) 2 1
 AI6070  NAVD 88             272.33   (m)          893.5    (f) LEVELING    3  
 AI6070  NAVD 88 (04/20/07)  272.334  (m)          893.48   (f) SUPERSEDED  2 1
 AI6070  NAVD 88 (10/20/00)  272.326  (m)          893.46   (f) SUPERSEDED  2 1
 AI6070  NAVD 88             272.32   (m)          893.4    (f) LEVELING    3  
 AI6070
 AI6070.Superseded values are not recommended for survey control.
 AI6070
 AI6070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6070.See file dsdata.pdf to determine how the superseded data were derived.
 AI6070
 AI6070_MARKER: DD = SURVEY DISK
 AI6070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6070_STAMPING: 3W74 1999
 AI6070_MARK LOGO: WIDT
 AI6070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6070+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AI6070
 AI6070  HISTORY     - Date     Condition        Report By
 AI6070  HISTORY     - 1999     MONUMENTED       WIDT
 AI6070  HISTORY     - 20030730 GOOD             USPSQD
 AI6070  HISTORY     - 20040720 GOOD             WIDT
 AI6070  HISTORY     - 20060928 GOOD             USPSQD
 AI6070
 AI6070                          STATION DESCRIPTION
 AI6070
 AI6070'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6070'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTHWEST OF FOND DU
 AI6070'LAC IN THE NORTH PORTION OF OAKFIELD.  OWNERSHIP--WISCONSIN DEPARTMENT
 AI6070'OF NATURAL RESOURCES.  THE STATION IS IN THE SOUTHEAST QUADRANT OF THE
 AI6070'JUNCTION OF COUNTY HIGHWAY D WITH COUNTY HIGHWAY Y AT THE INTERSECTION
 AI6070'OF MAIN STREET AND CHURCH STREET.  THE STATION IS A BRONZE WISCONSIN
 AI6070'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6070'STAMPED --3W74 1999-- AND SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI6070'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAYS.
 AI6070'THE STATION IS 24.3 M (79.7 FT) SOUTH OF THE CENTERLINE OF HIGHWAY D
 AI6070'(CHURCH STREET) , 12.5 M (41.0 FT) EAST OF THE CENTERLINE OF HIGHWAYS
 AI6070'D AND Y (MAIN STREET) , 13.3 M (43.6 FT) SOUTHEAST OF GUY POLE --66081
 AI6070'338--, 8.3 M (27.2 FT) NORTHWEST OF FACE OF CURB, 5.5 M (18.0 FT)
 AI6070'SOUTH OF THE WILD GOOSE STATE TRAIL AND 1 M (3.3 FT) WEST OF A WHITE
 AI6070'PLASTIC WITNESS POST. ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION
 AI6070'ARE THE REFERENCED UTILITY POLE NORTHWEST OF THE STATION EXTENDING TO
 AI6070'25 DEGREES ABOVE THE HORIZON, TREES SOUTHEAST OF THE STATION EXTENDING
 AI6070'TO 30 DEGREES ABOVE THE HORIZON, AND UTILITY LINES STRUNG PARALLEL
 AI6070'WEST OF THE STATION GOING NORTH TO SOUTH AND NORTH OF THE STATION
 AI6070'GOING EAST TO WEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 AI6070
 AI6070                          STATION RECOVERY (2003)
 AI6070
 AI6070'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6070'RECOVERED IN GOOD CONDITION.
 AI6070
 AI6070                          STATION RECOVERY (2004)
 AI6070
 AI6070'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6070'RECOVERED AS DESCRIBED EXCEPT MONUMENT IS .5 M WEST OF A WHITE PLASTIC
 AI6070'WITNESS POST.
 AI6070
 AI6070                          STATION RECOVERY (2006)
 AI6070
 AI6070'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6071 ***********************************************************************
 AI6071  DESIGNATION -  3W75
 AI6071  PID         -  AI6071
 AI6071  STATE/COUNTY-  WI/FOND DU LAC
 AI6071  COUNTRY     -  US
 AI6071  USGS QUAD   -  OAKFIELD (2018)
 AI6071
 AI6071                         *CURRENT SURVEY CONTROL
 AI6071  ______________________________________________________________________
 AI6071* NAD 83(1986) POSITION- 43 41 10.9    (N) 088 31 43.4    (W)   HD_HELD2
 AI6071* NAVD 88 ORTHO HEIGHT -   277.823 (meters)      911.49  (feet) ADJUSTED
 AI6071  ______________________________________________________________________
 AI6071  GEOID HEIGHT    -        -35.610 (meters)                     GEOID18
 AI6071  DYNAMIC HEIGHT  -        277.761 (meters)      911.29  (feet) COMP
 AI6071  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 AI6071
 AI6071  VERT ORDER      -  SECOND    CLASS I
 AI6071
 AI6071.The horizontal coordinates were established by autonomous hand held GPS
 AI6071.observations and have an estimated accuracy of +/- 10 meters.
 AI6071
 AI6071.The orthometric height was determined by differential leveling and
 AI6071.adjusted by the WI DEPT OF TRANSP
 AI6071.in May 2012.
 AI6071
 AI6071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6071.GEOID18 height accuracy estimate available here.
 AI6071
 AI6071.Click photographs - Photos may exist for this station.
 AI6071
 AI6071.The dynamic height is computed by dividing the NAVD 88
 AI6071.geopotential number by the normal gravity value computed on the
 AI6071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6071.degrees latitude (g = 980.6199 gals.).
 AI6071
 AI6071.The modeled gravity was interpolated from observed gravity values.
 AI6071
 AI6071;                    North         East    Units  Estimated Accuracy
 AI6071;SPC WI S     -   188,387.      718,613.      MT  (+/- 10 meters HH2 GPS)
 AI6071
 AI6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7679138174(NAD 83)
 AI6071
 AI6071                          SUPERSEDED SURVEY CONTROL
 AI6071
 AI6071  NAVD 88 (04/20/07)  277.794  (m)          911.40   (f) SUPERSEDED  2 1
 AI6071  NAVD 88 (10/20/00)  277.788  (m)          911.38   (f) SUPERSEDED  2 1
 AI6071
 AI6071.Superseded values are not recommended for survey control.
 AI6071
 AI6071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6071.See file dsdata.pdf to determine how the superseded data were derived.
 AI6071
 AI6071_MARKER: DD = SURVEY DISK
 AI6071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6071_STAMPING: 3W75 1999
 AI6071_MARK LOGO: WIDT
 AI6071_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6071+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AI6071
 AI6071  HISTORY     - Date     Condition        Report By
 AI6071  HISTORY     - 1999     MONUMENTED       WIDT
 AI6071  HISTORY     - 20030730 GOOD             USPSQD
 AI6071  HISTORY     - 20040720 GOOD             WIDT
 AI6071  HISTORY     - 20060928 GOOD             USPSQD
 AI6071
 AI6071                          STATION DESCRIPTION
 AI6071
 AI6071'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6071'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTHWEST OF FOND DU
 AI6071'LAC AND 1.6 KM (1.00 MI) EAST OF OAKFIELD.  OWNERSHIP--FOND DU LAC
 AI6071'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D
 AI6071'WITH COUNTY HIGHWAY Y AT THE INTERSECTION OF MAIN STREET AND CHURCH
 AI6071'STREET IN THE VILLAGE OF OAKFIELD, GO EAST ON COUNTY HIGHWAY D (CHURCH
 AI6071'STREET) FOR 1.53 KM (0.95 MI) TO THE STATION ON THE LEFT. THE STATION
 AI6071'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 AI6071'CONTROL STATION DISK STAMPED --3W75 1999-- AND SET IN THE TOP OF A
 AI6071'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI6071'LEVEL WITH THE HIGHWAYS.  THE STATION IS 11.5 M (37.7 FT) NORTHEAST OF
 AI6071'THE CENTERLINE OF COUNTY HIGHWAY D, 34.3 M (112.5 FT) WEST OF THE
 AI6071'CENTERLINE OF COUNTY HIGHWAY D AND B, 45.3 M (148.6 FT) SOUTH OF THE
 AI6071'SOUTHERN MOST WOOD POST FOR --OAKFIELD IDEAL COMMUNITY LIVING-- SIGN,
 AI6071'24.8 M (81.4 FT) NORTHWEST OF A WOOD TRAFFIC --COUNTY B AND COUNTY D--
 AI6071'SIGN, ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO
 AI6071'MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6071
 AI6071                          STATION RECOVERY (2003)
 AI6071
 AI6071'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6071'RECOVERED IN GOOD CONDITION.
 AI6071
 AI6071                          STATION RECOVERY (2004)
 AI6071
 AI6071'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6071'RECOVERED AS DESCRIBED EXCEPT STATION IS SOUTHWEST (NOT SOUTH) OF THE
 AI6071'SOUTHERN MOST WOOD POST FOR --OAKFIELD IDEAL COMMUNITY LIVING-- SIGN,
 AI6071'28.7 M NORTH OF A WOOD TRAFFIC --COUNTY B AND COUNTY D-- SIGN.
 AI6071
 AI6071                          STATION RECOVERY (2006)
 AI6071
 AI6071'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6072 ***********************************************************************
 AI6072  DESIGNATION -  3W76
 AI6072  PID         -  AI6072
 AI6072  STATE/COUNTY-  WI/FOND DU LAC
 AI6072  COUNTRY     -  US
 AI6072  USGS QUAD   -  OAKFIELD (2018)
 AI6072
 AI6072                         *CURRENT SURVEY CONTROL
 AI6072  ______________________________________________________________________
 AI6072* NAD 83(1986) POSITION- 43 41 50.9    (N) 088 31 26.9    (W)   HD_HELD2
 AI6072* NAVD 88 ORTHO HEIGHT -   270.066 (meters)      886.04  (feet) ADJUSTED
 AI6072  ______________________________________________________________________
 AI6072  GEOID HEIGHT    -        -35.639 (meters)                     GEOID18
 AI6072  DYNAMIC HEIGHT  -        270.006 (meters)      885.84  (feet) COMP
 AI6072  MODELED GRAVITY -    980,390.9   (mgal)                       NAVD 88
 AI6072
 AI6072  VERT ORDER      -  SECOND    CLASS I
 AI6072
 AI6072.The horizontal coordinates were established by autonomous hand held GPS
 AI6072.observations and have an estimated accuracy of +/- 10 meters.
 AI6072
 AI6072.The orthometric height was determined by differential leveling and
 AI6072.adjusted by the WI DEPT OF TRANSP
 AI6072.in May 2012.
 AI6072
 AI6072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6072.GEOID18 height accuracy estimate available here.
 AI6072
 AI6072.Click photographs - Photos may exist for this station.
 AI6072
 AI6072.The dynamic height is computed by dividing the NAVD 88
 AI6072.geopotential number by the normal gravity value computed on the
 AI6072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6072.degrees latitude (g = 980.6199 gals.).
 AI6072
 AI6072.The modeled gravity was interpolated from observed gravity values.
 AI6072
 AI6072;                    North         East    Units  Estimated Accuracy
 AI6072;SPC WI S     -   189,627.      718,960.      MT  (+/- 10 meters HH2 GPS)
 AI6072
 AI6072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7718339401(NAD 83)
 AI6072
 AI6072                          SUPERSEDED SURVEY CONTROL
 AI6072
 AI6072  NAVD 88 (04/20/07)  270.037  (m)          885.95   (f) SUPERSEDED  2 1
 AI6072  NAVD 88 (10/20/00)  270.033  (m)          885.93   (f) SUPERSEDED  2 1
 AI6072
 AI6072.Superseded values are not recommended for survey control.
 AI6072
 AI6072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6072.See file dsdata.pdf to determine how the superseded data were derived.
 AI6072
 AI6072_MARKER: DD = SURVEY DISK
 AI6072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6072_STAMPING: 3W76 1999
 AI6072_MARK LOGO: WIDT
 AI6072_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6072+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AI6072
 AI6072  HISTORY     - Date     Condition        Report By
 AI6072  HISTORY     - 1999     MONUMENTED       WIDT
 AI6072  HISTORY     - 20030730 GOOD             USPSQD
 AI6072  HISTORY     - 20040811 GOOD             WIDT
 AI6072  HISTORY     - 20060928 GOOD             USPSQD
 AI6072
 AI6072                          STATION DESCRIPTION
 AI6072
 AI6072'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6072'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF FOND DU LAC
 AI6072'AND 2.4 KM (1.50 MI) NORTHEAST OF OAKFIELD.  OWNERSHIP--TOWN OF
 AI6072'OAKFIELD.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D
 AI6072'WITH COUNTY HIGHWAY Y AT THE INTERSECTION OF MAIN STREET AND CHURCH
 AI6072'STREET IN THE VILLAGE OF OAKFIELD, GO EAST ON COUNTY HIGHWAY D (CHURCH
 AI6072'STREET) FOR 1.53 KM (0.95 MI) TO COUNTY HIGHWAY B AND WHERE HIGHWAY D
 AI6072'TURNS LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY B AND D FOR 1.4
 AI6072'KM (0.85 MI) TO HIGHBRIDGE ROAD ON THE LEFT AND WHERE HIGHWAY B TURNS
 AI6072'RIGHT, TURN LEFT AND GO WEST ON HIGHBRIDGE ROAD FOR 0.08 KM (0.05 MI)
 AI6072'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6072'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6072'STAMPED --3W76 1999-- AND SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI6072'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) BELOW THE
 AI6072'ROAD PAVEMENT.  THE STATION IS 5.8 M (19.0 FT) NORTH OF THE CENTERLINE
 AI6072'OF HIGHBRIDGE ROAD, 36.5 M (119.8 FT) NORTHWEST OF POWER POLE
 AI6072'--14-16-12 50/26--, 31.4 M (103.0 FT) NORTHEAST OF POWER POLE
 AI6072'--14-16-12 48/26--, 5.0 M (16.4 FT) SOUTH OF AN EAST/WEST BARBED WIRE
 AI6072'FENCE LINE, AND 1 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI6072'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 AI6072'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6072
 AI6072                          STATION RECOVERY (2003)
 AI6072
 AI6072'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6072'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE WITNESS POST IS BENT,
 AI6072'BROKEN, AND LYING ON THE GROUND.
 AI6072
 AI6072                          STATION RECOVERY (2004)
 AI6072
 AI6072'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6072'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS ADDED.  STATION IS IN
 AI6072'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6072
 AI6072                          STATION RECOVERY (2006)
 AI6072
 AI6072'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6078 ***********************************************************************
 AI6078  DESIGNATION -  3W77
 AI6078  PID         -  AI6078
 AI6078  STATE/COUNTY-  WI/FOND DU LAC
 AI6078  COUNTRY     -  US
 AI6078  USGS QUAD   -  OAKFIELD (2018)
 AI6078
 AI6078                         *CURRENT SURVEY CONTROL
 AI6078  ______________________________________________________________________
 AI6078* NAD 83(1986) POSITION- 43 42 30.1    (N) 088 30 08.6    (W)   HD_HELD2
 AI6078* NAVD 88 ORTHO HEIGHT -   258.258 (meters)      847.30  (feet) ADJUSTED
 AI6078  ______________________________________________________________________
 AI6078  GEOID HEIGHT    -        -35.659 (meters)                     GEOID18
 AI6078  DYNAMIC HEIGHT  -        258.201 (meters)      847.11  (feet) COMP
 AI6078  MODELED GRAVITY -    980,393.6   (mgal)                       NAVD 88
 AI6078
 AI6078  VERT ORDER      -  SECOND    CLASS I
 AI6078
 AI6078.The horizontal coordinates were established by autonomous hand held GPS
 AI6078.observations and have an estimated accuracy of +/- 10 meters.
 AI6078
 AI6078.The orthometric height was determined by differential leveling and
 AI6078.adjusted by the WI DEPT OF TRANSP
 AI6078.in May 2012.
 AI6078
 AI6078.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6078.GEOID18 height accuracy estimate available here.
 AI6078
 AI6078.Click photographs - Photos may exist for this station.
 AI6078
 AI6078.The dynamic height is computed by dividing the NAVD 88
 AI6078.geopotential number by the normal gravity value computed on the
 AI6078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6078.degrees latitude (g = 980.6199 gals.).
 AI6078
 AI6078.The modeled gravity was interpolated from observed gravity values.
 AI6078
 AI6078;                    North         East    Units  Estimated Accuracy
 AI6078;SPC WI S     -   190,868.      720,692.      MT  (+/- 10 meters HH2 GPS)
 AI6078
 AI6078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7895840578(NAD 83)
 AI6078
 AI6078                          SUPERSEDED SURVEY CONTROL
 AI6078
 AI6078  NAVD 88 (04/20/07)  258.229  (m)          847.21   (f) SUPERSEDED  2 1
 AI6078  NAVD 88 (10/20/00)  258.229  (m)          847.21   (f) SUPERSEDED  2 1
 AI6078
 AI6078.Superseded values are not recommended for survey control.
 AI6078
 AI6078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6078.See file dsdata.pdf to determine how the superseded data were derived.
 AI6078
 AI6078_MARKER: DD = SURVEY DISK
 AI6078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6078_STAMPING: 3W77 1999
 AI6078_MARK LOGO: WIDT
 AI6078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6078+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AI6078
 AI6078  HISTORY     - Date     Condition        Report By
 AI6078  HISTORY     - 1999     MONUMENTED       WIDT
 AI6078  HISTORY     - 20030730 GOOD             USPSQD
 AI6078  HISTORY     - 20040811 GOOD             WIDT
 AI6078  HISTORY     - 20060928 GOOD             USPSQD
 AI6078
 AI6078                          STATION DESCRIPTION
 AI6078
 AI6078'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6078'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHWEST OF FOND DU LAC
 AI6078'AND 4.0 KM (2.50 MI) NORTHEAST OF OAKFIELD.  OWNERSHIP--TOWN OF BYRON.
 AI6078'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 AI6078'HIGHWAY Y AT THE INTERSECTION OF MAIN STREET AND CHURCH STREET IN THE
 AI6078'VILLAGE OF OAKFIELD, GO EAST ON COUNTY HIGHWAY D (CHURCH STREET) FOR
 AI6078'1.53 KM (0.95 MI) TO COUNTY HIGHWAY B AND WHERE COUNTY HIGHWAY D TURNS
 AI6078'LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY B AND D FOR 1.37 KM
 AI6078'(0.85 MI) TO WHERE HIGHWAY B TURNS RIGHT, CONTINUE NORTH ON COUNTY
 AI6078'HIGHWAY D FOR 1.21 KM (0.75 MI) TO LOST ARROW ROAD ON THE RIGHT, TURN
 AI6078'RIGHT AND GO EAST ON LOST ARROW ROAD FOR 0.40 KM (0.25 MI) TO THE WILD
 AI6078'GOOSE STATE TRAIL CROSSING, CONTINUE EAST ON LOST ARROW ROAD FOR 1.21
 AI6078'KM (0.75 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6078'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6078'DISK STAMPED --3W77 1999-- AND SET IN THE TOP OF A 41-CM (16-INCH)
 AI6078'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT)
 AI6078'BELOW THE ROAD PAVEMENT.  THE STATION IS 10.8 M (35.4 FT) SOUTH OF THE
 AI6078'CENTERLINE OF LOST ARROW ROAD, 29.1 M (95.5 FT) SOUTHEAST OF POWER
 AI6078'POLE --14-17-6 53/13--, 14.0 M (45.9 FT) NORTH OF NORTHERN MOST POST
 AI6078'OF NORTH/SOUTH FENCE LINE, 5.4 M (17.7 FT) WEST OF THE CENTERLINE OF A
 AI6078'FIELD ENTRANCE, 3.5 M (11.5 FT) SOUTHWEST OF TOP CENTER 40 CM
 AI6078'(16-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, AND 1 M (3.3 FT)
 AI6078'NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI6078'VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE
 AI6078'HORIZON.
 AI6078
 AI6078                          STATION RECOVERY (2003)
 AI6078
 AI6078'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6078'RECOVERED IN GOOD CONDITION.
 AI6078
 AI6078                          STATION RECOVERY (2004)
 AI6078
 AI6078'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6078'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS ADDED.  STATION IS IN
 AI6078'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6078
 AI6078                          STATION RECOVERY (2006)
 AI6078
 AI6078'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6078'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6077 ***********************************************************************
 AI6077  DESIGNATION -  3W78
 AI6077  PID         -  AI6077
 AI6077  STATE/COUNTY-  WI/FOND DU LAC
 AI6077  COUNTRY     -  US
 AI6077  USGS QUAD   -  BYRON (2018)
 AI6077
 AI6077                         *CURRENT SURVEY CONTROL
 AI6077  ______________________________________________________________________
 AI6077* NAD 83(1986) POSITION- 43 42 55.4    (N) 088 29 34.3    (W)   HD_HELD2
 AI6077* NAVD 88 ORTHO HEIGHT -   255.199 (meters)      837.27  (feet) ADJUSTED
 AI6077  ______________________________________________________________________
 AI6077  GEOID HEIGHT    -        -35.673 (meters)                     GEOID18
 AI6077  DYNAMIC HEIGHT  -        255.143 (meters)      837.08  (feet) COMP
 AI6077  MODELED GRAVITY -    980,395.1   (mgal)                       NAVD 88
 AI6077
 AI6077  VERT ORDER      -  SECOND    CLASS I
 AI6077
 AI6077.The horizontal coordinates were established by autonomous hand held GPS
 AI6077.observations and have an estimated accuracy of +/- 10 meters.
 AI6077
 AI6077.The orthometric height was determined by differential leveling and
 AI6077.adjusted by the WI DEPT OF TRANSP
 AI6077.in May 2012.
 AI6077
 AI6077.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6077.GEOID18 height accuracy estimate available here.
 AI6077
 AI6077.Click photographs - Photos may exist for this station.
 AI6077
 AI6077.The dynamic height is computed by dividing the NAVD 88
 AI6077.geopotential number by the normal gravity value computed on the
 AI6077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6077.degrees latitude (g = 980.6199 gals.).
 AI6077
 AI6077.The modeled gravity was interpolated from observed gravity values.
 AI6077
 AI6077;                    North         East    Units  Estimated Accuracy
 AI6077;SPC WI S     -   191,663.      721,445.      MT  (+/- 10 meters HH2 GPS)
 AI6077
 AI6077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7973941345(NAD 83)
 AI6077
 AI6077                          SUPERSEDED SURVEY CONTROL
 AI6077
 AI6077  NAVD 88 (04/20/07)  255.170  (m)          837.17   (f) SUPERSEDED  2 1
 AI6077  NAVD 88 (10/20/00)  255.171  (m)          837.17   (f) SUPERSEDED  2 1
 AI6077
 AI6077.Superseded values are not recommended for survey control.
 AI6077
 AI6077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6077.See file dsdata.pdf to determine how the superseded data were derived.
 AI6077
 AI6077_MARKER: DD = SURVEY DISK
 AI6077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6077_STAMPING: 3W78 1999
 AI6077_MARK LOGO: WIDT
 AI6077_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6077+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 AI6077
 AI6077  HISTORY     - Date     Condition        Report By
 AI6077  HISTORY     - 1999     MONUMENTED       WIDT
 AI6077  HISTORY     - 20030730 GOOD             USPSQD
 AI6077  HISTORY     - 20040805 GOOD             WIDT
 AI6077  HISTORY     - 20060928 GOOD             USPSQD
 AI6077  HISTORY     - 20120326 GOOD             CITFDL
 AI6077
 AI6077                          STATION DESCRIPTION
 AI6077
 AI6077'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6077'THE STATION IS LOCATED ABOUT 7.32 KM (4.55 MI) SOUTHWEST OF FOND DU
 AI6077'LAC AND 4.8 KM (3.00 MI) NORTHEAST OF OAKFIELD.  OWNERSHIP--TOWN OF
 AI6077'BYRON.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151
 AI6077'BRIDGE OVER US HIGHWAY 41, APPROXIMATELY 0.40 KM (0.25 MI) SOUTHWEST
 AI6077'OF THE CITY OF FOND DU LAC, GO SOUTHWEST ON US HIGHWAY 151 FOR 2.1 KM
 AI6077'(1.30 MI) TO RIVER ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON RIVER
 AI6077'ROAD FOR 1.85 KM (1.15 MI) TO THE WILD GOOSE STATE TRAIL CROSSING,
 AI6077'CONTINUE SOUTH ON RIVER ROAD FOR 1.13 KM (0.70 MI) TO THE STATION ON
 AI6077'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6077'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W78
 AI6077'1999-- AND SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI6077'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 AI6077'STATION IS 38.8 M (127.3 FT) WEST OF THE CENTERLINE OF RIVER ROAD,
 AI6077'43.6 M (143.0 FT) NORTHWEST OF POWER POLE --14-17-5 25/37--, 43.2 M
 AI6077'(141.7 FT) SOUTHWEST OF POWER POLE --14-17-5 25/39--, 23.3 M (76.4 FT)
 AI6077'SOUTH OF FIRE HYDRANT, 15.9 M (52.2 FT) SOUTHEAST OF THE SOUTHWEST
 AI6077'CORNER MASONRY BLOCK BUILDING, AND 1 M (3.3 FT) NORTH OF A WHITE
 AI6077'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6077'OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6077
 AI6077                          STATION RECOVERY (2003)
 AI6077
 AI6077'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6077'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE MASONARY BUILDING IS
 AI6077'AT -N4784-.
 AI6077
 AI6077                          STATION RECOVERY (2004)
 AI6077
 AI6077'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6077'RECOVERED AS DESCRIBED.
 AI6077
 AI6077                          STATION RECOVERY (2006)
 AI6077
 AI6077'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6077'RECOVERED IN GOOD CONDITION.
 AI6077
 AI6077                          STATION RECOVERY (2012)
 AI6077
 AI6077'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6077'RECOVERED AS DESCRIBED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6076 ***********************************************************************
 AI6076  DESIGNATION -  3W79
 AI6076  PID         -  AI6076
 AI6076  STATE/COUNTY-  WI/FOND DU LAC
 AI6076  COUNTRY     -  US
 AI6076  USGS QUAD   -  BYRON (2018)
 AI6076
 AI6076                         *CURRENT SURVEY CONTROL
 AI6076  ______________________________________________________________________
 AI6076* NAD 83(1986) POSITION- 43 44 32.20   (N) 088 29 32.90   (W)   HD_HELD1
 AI6076* NAVD 88 ORTHO HEIGHT -   259.642 (meters)      851.84  (feet) ADJUSTED
 AI6076  ______________________________________________________________________
 AI6076  GEOID HEIGHT    -        -35.741 (meters)                     GEOID18
 AI6076  DYNAMIC HEIGHT  -        259.586 (meters)      851.66  (feet) COMP
 AI6076  MODELED GRAVITY -    980,398.8   (mgal)                       NAVD 88
 AI6076
 AI6076  VERT ORDER      -  SECOND    CLASS I
 AI6076
 AI6076.The horizontal coordinates were determined by differentially corrected
 AI6076.hand held GPS observations or other comparable positioning techniques
 AI6076.and have an estimated accuracy of +/- 3 meters.
 AI6076
 AI6076.The orthometric height was determined by differential leveling and
 AI6076.adjusted by the WI DEPT OF TRANSP
 AI6076.in May 2012.
 AI6076
 AI6076.No vertical observational check was made to the station.
 AI6076
 AI6076.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6076.GEOID18 height accuracy estimate available here.
 AI6076
 AI6076.Click photographs - Photos may exist for this station.
 AI6076
 AI6076.The dynamic height is computed by dividing the NAVD 88
 AI6076.geopotential number by the normal gravity value computed on the
 AI6076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6076.degrees latitude (g = 980.6199 gals.).
 AI6076
 AI6076.The modeled gravity was interpolated from observed gravity values.
 AI6076
 AI6076;                    North         East    Units  Estimated Accuracy
 AI6076;SPC WI S     -   194,650.2     721,422.6     MT  (+/- 3 meters HH1 GPS) 
 AI6076
 AI6076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7982544331(NAD 83)
 AI6076
 AI6076                          SUPERSEDED SURVEY CONTROL
 AI6076
 AI6076  NAVD 88 (04/20/07)  259.613  (m)          851.75   (f) SUPERSEDED  2 1
 AI6076  NAVD 88 (10/20/00)  259.617  (m)          851.76   (f) SUPERSEDED  2 1
 AI6076
 AI6076.Superseded values are not recommended for survey control.
 AI6076
 AI6076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6076.See file dsdata.pdf to determine how the superseded data were derived.
 AI6076
 AI6076_MARKER: DD = SURVEY DISK
 AI6076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6076_STAMPING: 3W79 1999
 AI6076_MARK LOGO: WIDT
 AI6076_PROJECTION: FLUSH
 AI6076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6076+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 AI6076
 AI6076  HISTORY     - Date     Condition        Report By
 AI6076  HISTORY     - 1999     MONUMENTED       WIDT
 AI6076  HISTORY     - 20030730 GOOD             USPSQD
 AI6076  HISTORY     - 20040811 GOOD             WIDT
 AI6076  HISTORY     - 20060928 GOOD             USPSQD
 AI6076  HISTORY     - 20120326 GOOD             CITFDL
 AI6076
 AI6076                          STATION DESCRIPTION
 AI6076
 AI6076'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6076'THE STATION IS LOCATED APPROXIMATELY 4.8 KM (3.00 MI) SOUTHWEST OF
 AI6076'FOND DU LAC.  OWNERSHIP--TOWN OF FOND DU LAC.  TO REACH THE STATION
 AI6076'FROM THE CENTER OF THE US HIGHWAY 151 BRIDGE OVER US HIGHWAY 41, 2.4
 AI6076'KM (1.50 MI) SOUTHWEST OF THE CITY OF FOND DU LAC, GO SOUTHWEST ON
 AI6076'STATE HIGHWAY 151 FOR 3.4 KM (2.10 MI) TO RIVER ROAD ON THE LEFT, TURN
 AI6076'LEFT AN GO SOUTH ON RIVER ROAD FOR 0.20 MI (0.32 KM) TO THE STATION ON
 AI6076'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6076'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W79
 AI6076'1999 -- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI6076'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE ROAD
 AI6076'PAVEMENT.  THE STATION IS 10.0 M (32.8 FT) WEST OF THE CENTERLINE OF
 AI6076'RIVER ROAD, 30.9 M (101.4 FT) SOUTHWEST OF UTILITY POLE --15-17-29
 AI6076'27/33--, 21.4 M (70.2 FT) WEST OF A METAL POST FOR A --FOND DU LAC
 AI6076'N5539-- SIGN, 19.0 M (62.3 FT) NORTH OF THE CENTERLINE OF A FIELD
 AI6076'ENTRANCE, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI6076'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 AI6076'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6076
 AI6076                          STATION RECOVERY (2003)
 AI6076
 AI6076'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6076'RECOVERED IN GOOD CONDITION.
 AI6076
 AI6076                          STATION RECOVERY (2004)
 AI6076
 AI6076'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6076'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS ADDED.  STATION IS IN
 AI6076'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6076
 AI6076                          STATION RECOVERY (2006)
 AI6076
 AI6076'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6076'RECOVERED IN GOOD CONDITION.
 AI6076
 AI6076                          STATION RECOVERY (2012)
 AI6076
 AI6076'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6076'RECOVERED AS DESCRIBED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6075 ***********************************************************************
 AI6075  DESIGNATION -  3W80
 AI6075  PID         -  AI6075
 AI6075  STATE/COUNTY-  WI/FOND DU LAC
 AI6075  COUNTRY     -  US
 AI6075  USGS QUAD   -  OAKFIELD (2018)
 AI6075
 AI6075                         *CURRENT SURVEY CONTROL
 AI6075  ______________________________________________________________________
 AI6075* NAD 83(1986) POSITION- 43 44 29.29   (N) 088 30 01.70   (W)   HD_HELD1
 AI6075* NAVD 88 ORTHO HEIGHT -   257.341 (meters)      844.29  (feet) ADJUSTED
 AI6075  ______________________________________________________________________
 AI6075  GEOID HEIGHT    -        -35.743 (meters)                     GEOID18
 AI6075  DYNAMIC HEIGHT  -        257.286 (meters)      844.11  (feet) COMP
 AI6075  MODELED GRAVITY -    980,398.5   (mgal)                       NAVD 88
 AI6075
 AI6075  VERT ORDER      -  SECOND    CLASS I
 AI6075
 AI6075.The horizontal coordinates were determined by differentially corrected
 AI6075.hand held GPS observations or other comparable positioning techniques
 AI6075.and have an estimated accuracy of +/- 3 meters.
 AI6075
 AI6075.The orthometric height was determined by differential leveling and
 AI6075.adjusted by the WI DEPT OF TRANSP
 AI6075.in May 2012.
 AI6075
 AI6075.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6075.GEOID18 height accuracy estimate available here.
 AI6075
 AI6075.Click photographs - Photos may exist for this station.
 AI6075
 AI6075.The dynamic height is computed by dividing the NAVD 88
 AI6075.geopotential number by the normal gravity value computed on the
 AI6075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6075.degrees latitude (g = 980.6199 gals.).
 AI6075
 AI6075.The modeled gravity was interpolated from observed gravity values.
 AI6075
 AI6075;                    North         East    Units  Estimated Accuracy
 AI6075;SPC WI S     -   194,548.8     720,779.9     MT  (+/- 3 meters HH1 GPS) 
 AI6075
 AI6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7917944253(NAD 83)
 AI6075
 AI6075                          SUPERSEDED SURVEY CONTROL
 AI6075
 AI6075  NAVD 88 (04/20/07)  257.312  (m)          844.20   (f) SUPERSEDED  2 1
 AI6075  NAVD 88 (10/20/00)  257.316  (m)          844.21   (f) SUPERSEDED  2 1
 AI6075
 AI6075.Superseded values are not recommended for survey control.
 AI6075
 AI6075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6075.See file dsdata.pdf to determine how the superseded data were derived.
 AI6075
 AI6075_MARKER: DD = SURVEY DISK
 AI6075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6075_STAMPING: 3W80 1999
 AI6075_MARK LOGO: WIDT
 AI6075_PROJECTION: FLUSH
 AI6075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6075+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 AI6075
 AI6075  HISTORY     - Date     Condition        Report By
 AI6075  HISTORY     - 1999     MONUMENTED       WIDT
 AI6075  HISTORY     - 20030730 GOOD             USPSQD
 AI6075  HISTORY     - 20040811 GOOD             WIDT
 AI6075  HISTORY     - 20060928 GOOD             USPSQD
 AI6075  HISTORY     - 20120326 GOOD             CITFDL
 AI6075
 AI6075                          STATION DESCRIPTION
 AI6075
 AI6075'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6075'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF FOND DU
 AI6075'LAC.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6075'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH US HIGHWAY 151 IN THE
 AI6075'CITY OF FOND DU LAC, GO SOUTHWEST ON US HIGHWAY 151 FOR 2.82 KM (1.75
 AI6075'MI) TO MIRANDA WAY DRIVE ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 AI6075'MIRANDA WAY DRIVE FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 AI6075'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6075'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W80 1999-- AND SET IN
 AI6075'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6075'GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 13.8 M
 AI6075'(45.3 FT) EAST OF THE CENTERLINE OF MIRANDA WAY DRIVE, 67 M (219.8 FT)
 AI6075'SOUTH OF THE SOUTHWEST MASONRY CORNER OF --WISCONSIN ELECTRONICS
 AI6075'SUPPLY-- BUILDING, 41.5 M (136.2 FT) SOUTHEAST OF THE TOP CENTER OF
 AI6075'THE SOUTH END OF A 0.5 M (1.6 FT) DIAMETER CORRUGATED METAL CULVERT
 AI6075'PIPE, 40.3 M (132.2 FT) NORTH-NORTHEAST OF THE TOP CENTER OF THE EAST
 AI6075'END OF A CORRUGATED METAL CULVERT PIPE, AND 1.0 M (3.3 FT) WEST OF A
 AI6075'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6075'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6075
 AI6075                          STATION RECOVERY (2003)
 AI6075
 AI6075'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6075'RECOVERED IN GOOD CONDITION.
 AI6075
 AI6075                          STATION RECOVERY (2004)
 AI6075
 AI6075'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6075'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS ADDED.  STATION IS IN
 AI6075'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6075
 AI6075                          STATION RECOVERY (2006)
 AI6075
 AI6075'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6075'RECOVERED IN GOOD CONDITION.
 AI6075
 AI6075                          STATION RECOVERY (2012)
 AI6075
 AI6075'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6075'RECOVERED AS DESCRIBED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6074 ***********************************************************************
 AI6074  DESIGNATION -  3W81
 AI6074  PID         -  AI6074
 AI6074  STATE/COUNTY-  WI/FOND DU LAC
 AI6074  COUNTRY     -  US
 AI6074  USGS QUAD   -  OAKFIELD (2018)
 AI6074
 AI6074                         *CURRENT SURVEY CONTROL
 AI6074  ______________________________________________________________________
 AI6074* NAD 83(1986) POSITION- 43 44 54.22   (N) 088 30 07.05   (W)   HD_HELD1
 AI6074* NAVD 88 ORTHO HEIGHT -   260.566 (meters)      854.87  (feet) ADJUSTED
 AI6074  ______________________________________________________________________
 AI6074  GEOID HEIGHT    -        -35.760 (meters)                     GEOID18
 AI6074  DYNAMIC HEIGHT  -        260.511 (meters)      854.69  (feet) COMP
 AI6074  MODELED GRAVITY -    980,399.3   (mgal)                       NAVD 88
 AI6074
 AI6074  VERT ORDER      -  SECOND    CLASS I
 AI6074
 AI6074.The horizontal coordinates were determined by differentially corrected
 AI6074.hand held GPS observations or other comparable positioning techniques
 AI6074.and have an estimated accuracy of +/- 3 meters.
 AI6074
 AI6074.The orthometric height was determined by differential leveling and
 AI6074.adjusted by the WI DEPT OF TRANSP
 AI6074.in May 2012.
 AI6074
 AI6074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6074.GEOID18 height accuracy estimate available here.
 AI6074
 AI6074.Click photographs - Photos may exist for this station.
 AI6074
 AI6074.The dynamic height is computed by dividing the NAVD 88
 AI6074.geopotential number by the normal gravity value computed on the
 AI6074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6074.degrees latitude (g = 980.6199 gals.).
 AI6074
 AI6074.The modeled gravity was interpolated from observed gravity values.
 AI6074
 AI6074;                    North         East    Units  Estimated Accuracy
 AI6074;SPC WI S     -   195,315.9     720,646.4     MT  (+/- 3 meters HH1 GPS) 
 AI6074
 AI6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7907345024(NAD 83)
 AI6074
 AI6074                          SUPERSEDED SURVEY CONTROL
 AI6074
 AI6074  NAVD 88 (04/20/07)  260.538  (m)          854.78   (f) SUPERSEDED  2 1
 AI6074  NAVD 88 (10/20/00)  260.543  (m)          854.80   (f) SUPERSEDED  2 1
 AI6074
 AI6074.Superseded values are not recommended for survey control.
 AI6074
 AI6074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6074.See file dsdata.pdf to determine how the superseded data were derived.
 AI6074
 AI6074_MARKER: DD = SURVEY DISK
 AI6074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6074_STAMPING: 3W81 1999
 AI6074_MARK LOGO: WIDT
 AI6074_PROJECTION: FLUSH
 AI6074_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6074+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 AI6074
 AI6074  HISTORY     - Date     Condition        Report By
 AI6074  HISTORY     - 1999     MONUMENTED       WIDT
 AI6074  HISTORY     - 20030730 GOOD             USPSQD
 AI6074  HISTORY     - 20040811 GOOD             WIDT
 AI6074  HISTORY     - 20060928 GOOD             USPSQD
 AI6074  HISTORY     - 20120327 GOOD             CITFDL
 AI6074
 AI6074                          STATION DESCRIPTION
 AI6074
 AI6074'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6074'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF FOND DU
 AI6074'LAC.  OWNERSHIP--TOWN OF FOND DU LAC.  TO REACH THE STATION FROM THE
 AI6074'JUNCTION OF US HIGHWAY 41 WITH US HIGHWAY 151 IN THE CITY OF FOND DU
 AI6074'LAC, GO SOUTHWEST ON US HIGHWAY 151 FOR 2.98 KM (1.85 MI) TO
 AI6074'ESTERBROOK ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON ESTERBROOK
 AI6074'ROAD FOR 1.0 KM (0.60 MI) TO BROWN ROAD, TURN RIGHT AND GO EAST ON
 AI6074'BROWN ROAD FOR 37 M (121.4 FT) TO THE STATION ON THE LEFT.  THE
 AI6074'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6074'SURVEY CONTROL STATION DISK STAMPED --3W81 1999-- AND SET IN THE TOP
 AI6074'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6074'ABOUT 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 6.8 M
 AI6074'(22.3 FT) NORTH OF THE CENTERLINE OF BROWN ROAD, 64 M (210.0 FT) WEST
 AI6074'OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W6876--, 37.0 M
 AI6074'(121.4 FT) EAST OF THE CENTERLINE OF ESTERBROOK ROAD, 33.2 M (108.9
 AI6074'FT) NORTHEAST OF TELEPHONE PEDESTAL --L301 11--, 1 M (3.3 FT) SOUTH OF
 AI6074'A CULTIVATED FIELD, AND 0.8 M (2.6 FT) SOUTH OF A WHITE PLASTIC
 AI6074'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI6074'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6074
 AI6074                          STATION RECOVERY (2003)
 AI6074
 AI6074'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6074'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 42
 AI6074'FEET NORTH AND ACROSS BROWN ROAD FROM A -SPEED LIMIT 55- SIGN.
 AI6074
 AI6074                          STATION RECOVERY (2004)
 AI6074
 AI6074'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6074'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS ADDED.  STATION IS IN
 AI6074'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI6074
 AI6074                          STATION RECOVERY (2006)
 AI6074
 AI6074'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6074'RECOVERED IN GOOD CONDITION.
 AI6074
 AI6074                          STATION RECOVERY (2012)
 AI6074
 AI6074'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6074'RECOVERED AS DESCRIBED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6073 ***********************************************************************
 AI6073  DESIGNATION -  3W82
 AI6073  PID         -  AI6073
 AI6073  STATE/COUNTY-  WI/FOND DU LAC
 AI6073  COUNTRY     -  US
 AI6073  USGS QUAD   -  ELDORADO (2018)
 AI6073
 AI6073                         *CURRENT SURVEY CONTROL
 AI6073  ______________________________________________________________________
 AI6073* NAD 83(1986) POSITION- 43 45 58.62   (N) 088 30 08.97   (W)   HD_HELD1
 AI6073* NAVD 88 ORTHO HEIGHT -   242.917 (meters)      796.97  (feet) ADJUSTED
 AI6073  ______________________________________________________________________
 AI6073  GEOID HEIGHT    -        -35.802 (meters)                     GEOID18
 AI6073  DYNAMIC HEIGHT  -        242.866 (meters)      796.80  (feet) COMP
 AI6073  MODELED GRAVITY -    980,400.9   (mgal)                       NAVD 88
 AI6073
 AI6073  VERT ORDER      -  SECOND    CLASS I
 AI6073
 AI6073.The horizontal coordinates were determined by differentially corrected
 AI6073.hand held GPS observations or other comparable positioning techniques
 AI6073.and have an estimated accuracy of +/- 3 meters.
 AI6073
 AI6073.The orthometric height was determined by differential leveling and
 AI6073.adjusted by the WI DEPT OF TRANSP
 AI6073.in May 2012.
 AI6073
 AI6073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6073.GEOID18 height accuracy estimate available here.
 AI6073
 AI6073.Click photographs - Photos may exist for this station.
 AI6073
 AI6073.The dynamic height is computed by dividing the NAVD 88
 AI6073.geopotential number by the normal gravity value computed on the
 AI6073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6073.degrees latitude (g = 980.6199 gals.).
 AI6073
 AI6073.The modeled gravity was interpolated from observed gravity values.
 AI6073
 AI6073;                    North         East    Units  Estimated Accuracy
 AI6073;SPC WI S     -   197,302.3     720,567.8     MT  (+/- 3 meters HH1 GPS) 
 AI6073
 AI6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7906647011(NAD 83)
 AI6073
 AI6073                          SUPERSEDED SURVEY CONTROL
 AI6073
 AI6073  NAVD 88 (04/20/07)  242.889  (m)          796.88   (f) SUPERSEDED  2 1
 AI6073  NAVD 88 (10/20/00)  242.896  (m)          796.90   (f) SUPERSEDED  2 1
 AI6073
 AI6073.Superseded values are not recommended for survey control.
 AI6073
 AI6073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6073.See file dsdata.pdf to determine how the superseded data were derived.
 AI6073
 AI6073_MARKER: DD = SURVEY DISK
 AI6073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI6073_SP_SET: BRIDGE WING WALL
 AI6073_STAMPING: 3W82 1999
 AI6073_MARK LOGO: WIDT
 AI6073_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6073+STABILITY: SURFACE MOTION
 AI6073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6073+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AI6073
 AI6073  HISTORY     - Date     Condition        Report By
 AI6073  HISTORY     - 1999     MONUMENTED       WIDT
 AI6073  HISTORY     - 20030722 GOOD             USPSQD
 AI6073  HISTORY     - 20040806 GOOD             WIDT
 AI6073  HISTORY     - 20060928 GOOD             USPSQD
 AI6073
 AI6073                          STATION DESCRIPTION
 AI6073
 AI6073'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6073'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF FOND DU LAC.
 AI6073'OWNERSHIP--TOWN OF FOND DU LAC.  TO REACH THE STATION FROM THE
 AI6073'JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 23 (JOHNSON STREET) IN
 AI6073'THE CITY OF FOND DU LAC, GO WEST ON STATE HIGHWAY 23 (JOHNSON STREET)
 AI6073'FOR 1.6 KM (1.00 MI) TO COUNTY HIGHWAY T (ESTERBROOK ROAD) ON THE
 AI6073'LEFT, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY T (ESTERBROOK ROAD) FOR
 AI6073'1.6 KM (1.00 MI) TO GROVE STREET ON THE LEFT, CONTINUE SOUTH ON COUNTY
 AI6073'HIGHWAY T (ESTERBROOK ROAD) FOR 0.3 KM (0.20 MI) TO THE STATION ON THE
 AI6073'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6073'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W82 1999-- AND SET IN
 AI6073'THE TOP OF A CONCRETE BRIDGE WING WALL PROJECTING 0.2 M (0.7 FT) ABOVE
 AI6073'THE GROUND AND ABOUT 0.3 M (1.0 FT) BELOW THE ROAD PAVEMENT.  THE
 AI6073'STATION IS 4.8 M (15.7 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY T,
 AI6073'47 M (154.2 FT) SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 AI6073'--N6201--,16.5 M SOUTHEAST OF UTILITY POLE --15-17-18 56/12--, AND 0.4
 AI6073'M (1.3 FT) EAST OF A GUARD RAIL. ---NOTE---THIS STATION HAS NO VISIBLE
 AI6073'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6073
 AI6073                          STATION RECOVERY (2003)
 AI6073
 AI6073'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6073'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS ON TOP OF THE
 AI6073'NORTHEAST WING WALL.
 AI6073
 AI6073                          STATION RECOVERY (2004)
 AI6073
 AI6073'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6073'RECOVERED AS DESCRIBED EXCEPT UTILITY LINES ON WEST SIDE OF ESTERBROOK
 AI6073'ROAD RISE TO APPROXIMATELY 45 DEGREES ABOVE THE HORIZON.
 AI6073
 AI6073                          STATION RECOVERY (2006)
 AI6073
 AI6073'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6055 ***********************************************************************
 AI6055  DESIGNATION -  3W83
 AI6055  PID         -  AI6055
 AI6055  STATE/COUNTY-  WI/FOND DU LAC
 AI6055  COUNTRY     -  US
 AI6055  USGS QUAD   -  FOND DU LAC (2018)
 AI6055
 AI6055                         *CURRENT SURVEY CONTROL
 AI6055  ______________________________________________________________________
 AI6055* NAD 83(1986) POSITION- 43 47 05.5    (N) 088 29 14.1    (W)   HD_HELD2
 AI6055* NAVD 88 ORTHO HEIGHT -   235.112 (meters)      771.36  (feet) ADJUSTED
 AI6055  ______________________________________________________________________
 AI6055  GEOID HEIGHT    -        -35.836 (meters)                     GEOID18
 AI6055  DYNAMIC HEIGHT  -        235.063 (meters)      771.20  (feet) COMP
 AI6055  MODELED GRAVITY -    980,403.6   (mgal)                       NAVD 88
 AI6055
 AI6055  VERT ORDER      -  SECOND    CLASS I
 AI6055
 AI6055.The horizontal coordinates were established by autonomous hand held GPS
 AI6055.observations and have an estimated accuracy of +/- 10 meters.
 AI6055
 AI6055.The orthometric height was determined by differential leveling and
 AI6055.adjusted by the WI DEPT OF TRANSP
 AI6055.in May 2012.
 AI6055
 AI6055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6055.GEOID18 height accuracy estimate available here.
 AI6055
 AI6055.Click photographs - Photos may exist for this station.
 AI6055
 AI6055.The dynamic height is computed by dividing the NAVD 88
 AI6055.geopotential number by the normal gravity value computed on the
 AI6055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6055.degrees latitude (g = 980.6199 gals.).
 AI6055
 AI6055.The modeled gravity was interpolated from observed gravity values.
 AI6055
 AI6055;                    North         East    Units  Estimated Accuracy
 AI6055;SPC WI S     -   199,388.      721,757.      MT  (+/- 10 meters HH2 GPS)
 AI6055
 AI6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8033049053(NAD 83)
 AI6055
 AI6055                          SUPERSEDED SURVEY CONTROL
 AI6055
 AI6055  NAVD 88 (04/20/07)  235.084  (m)          771.27   (f) SUPERSEDED  2 1
 AI6055  NAVD 88 (10/20/00)  235.096  (m)          771.31   (f) SUPERSEDED  2 1
 AI6055
 AI6055.Superseded values are not recommended for survey control.
 AI6055
 AI6055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6055.See file dsdata.pdf to determine how the superseded data were derived.
 AI6055
 AI6055_MARKER: DD = SURVEY DISK
 AI6055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6055_STAMPING: 3W83 1999
 AI6055_MARK LOGO: WIDT
 AI6055_PROJECTION: FLUSH
 AI6055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6055+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 AI6055
 AI6055  HISTORY     - Date     Condition        Report By
 AI6055  HISTORY     - 1999     MONUMENTED       WIDT
 AI6055  HISTORY     - 20001009 GOOD             WIDT
 AI6055  HISTORY     - 20030722 GOOD             USPSQD
 AI6055  HISTORY     - 20050405 GOOD             WIDT
 AI6055  HISTORY     - 20060619 GOOD             USPSQD
 AI6055  HISTORY     - 20120326 GOOD             CITFDL
 AI6055  HISTORY     - 20180517 GOOD             WI-039
 AI6055
 AI6055                          STATION DESCRIPTION
 AI6055
 AI6055'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6055'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF FOND DU LAC.
 AI6055'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6055'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 23
 AI6055'(JOHNSON STREET) IN THE CITY OF FOND DU LAC, GO WEST ON STATE HIGHWAY
 AI6055'23 (JOHNSON STREET) FOR 0.24 KM (0.15 MI) TO ROLLING MEADOW DRIVE,
 AI6055'CONTINUE WEST ON STATE HIGHWAY 23 (JOHNSON STREET) FOR 0.08 KM (0.05
 AI6055'MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6055'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6055'STAMPED --3W83 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER
 AI6055'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) BELOW THE
 AI6055'HIGHWAY PAVEMENT.  THE STATION IS 19.8 M (65.0 FT) NORTH OF THE
 AI6055'CENTERLINE OF STATE HIGHWAY 23, 11.4 M (37.4 FT) WEST OF THE
 AI6055'CENTERLINE OF THE WEST ENTRANCE TO THE KWIK TRIP GAS STATION, 9.7 M
 AI6055'(31.8 FT) NORTH-NORTHEAST OF THE TOP CENTER OF THE NORTH END ON A 0.6
 AI6055'M (2.0 FT) DIAMETER REINFORCED CONCRETE CULVERT PIPE, AND 7.5 M (24.6
 AI6055'FT) NORTHWEST OF THE TOP CENTER OF THE WEST END OF A 0.5 M (1.6 FT)
 AI6055'DIAMETER CORRUGATED METAL CULVERT PIPE.  ---NOTE---THIS STATION HAS NO
 AI6055'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6055'HORIZON.
 AI6055
 AI6055                          STATION RECOVERY (2000)
 AI6055
 AI6055'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 AI6055'RECOVERED AS DESCRIBED.
 AI6055
 AI6055                          STATION RECOVERY (2003)
 AI6055
 AI6055'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6055'RECOVERED IN GOOD CONDITION.
 AI6055
 AI6055                          STATION RECOVERY (2005)
 AI6055
 AI6055'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6055'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 28.6 M
 AI6055'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CAR WASH BUILDING, AND
 AI6055'0.9 M SOUTH, 0.9 M EAST, AND 0.9 M WEST OF THREE WHITE PLASTIC WITNESS
 AI6055'POSTS.
 AI6055'NOTE-- THE STATION IS 19.8 M NORTH OF THE CENTERLINE OF THE TWO
 AI6055'WESTBOUND LANES OF STATE HIGHWAY 23.  CORRECTION-- THE STATION IS 13.3
 AI6055'M (NOT 11.4 M) WEST OF THE CENTERLINE OF THE WEST ENTRANCE TO THE KWIK
 AI6055'TRIP GAS STATION.
 AI6055
 AI6055                          STATION RECOVERY (2006)
 AI6055
 AI6055'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6055'RECOVERED IN GOOD CONDITION.
 AI6055
 AI6055                          STATION RECOVERY (2012)
 AI6055
 AI6055'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6055'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AI6055
 AI6055                          STATION RECOVERY (2018)
 AI6055
 AI6055'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 AI6055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6054 ***********************************************************************
 AI6054  DESIGNATION -  3W84
 AI6054  PID         -  AI6054
 AI6054  STATE/COUNTY-  WI/FOND DU LAC
 AI6054  COUNTRY     -  US
 AI6054  USGS QUAD   -  FOND DU LAC (2018)
 AI6054
 AI6054                         *CURRENT SURVEY CONTROL
 AI6054  ______________________________________________________________________
 AI6054* NAD 83(1986) POSITION- 43 47 28.23   (N) 088 28 52.25   (W)   HD_HELD1
 AI6054* NAVD 88 ORTHO HEIGHT -   231.553 (meters)      759.69  (feet) ADJUSTED
 AI6054  ______________________________________________________________________
 AI6054  GEOID HEIGHT    -        -35.848 (meters)                     GEOID18
 AI6054  DYNAMIC HEIGHT  -        231.505 (meters)      759.53  (feet) COMP
 AI6054  MODELED GRAVITY -    980,405.4   (mgal)                       NAVD 88
 AI6054
 AI6054  VERT ORDER      -  SECOND    CLASS I
 AI6054
 AI6054.The horizontal coordinates were determined by differentially corrected
 AI6054.hand held GPS observations or other comparable positioning techniques
 AI6054.and have an estimated accuracy of +/- 3 meters.
 AI6054
 AI6054.The orthometric height was determined by differential leveling and
 AI6054.adjusted by the WI DEPT OF TRANSP
 AI6054.in May 2012.
 AI6054
 AI6054.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6054.GEOID18 height accuracy estimate available here.
 AI6054
 AI6054.Click photographs - Photos may exist for this station.
 AI6054
 AI6054.The dynamic height is computed by dividing the NAVD 88
 AI6054.geopotential number by the normal gravity value computed on the
 AI6054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6054.degrees latitude (g = 980.6199 gals.).
 AI6054
 AI6054.The modeled gravity was interpolated from observed gravity values.
 AI6054
 AI6054;                    North         East    Units  Estimated Accuracy
 AI6054;SPC WI S     -   200,098.4     722,233.0     MT  (+/- 3 meters HH1 GPS) 
 AI6054
 AI6054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8083149745(NAD 83)
 AI6054
 AI6054                          SUPERSEDED SURVEY CONTROL
 AI6054
 AI6054  NAVD 88 (04/20/07)  231.525  (m)          759.59   (f) SUPERSEDED  2 1
 AI6054  NAVD 88 (10/20/00)  231.537  (m)          759.63   (f) SUPERSEDED  2 1
 AI6054
 AI6054.Superseded values are not recommended for survey control.
 AI6054
 AI6054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6054.See file dsdata.pdf to determine how the superseded data were derived.
 AI6054
 AI6054_MARKER: DD = SURVEY DISK
 AI6054_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI6054_SP_SET: CULVERT
 AI6054_STAMPING: 3W84 1999
 AI6054_MARK LOGO: WIDT
 AI6054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6054+STABILITY: SURFACE MOTION
 AI6054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6054+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AI6054
 AI6054  HISTORY     - Date     Condition        Report By
 AI6054  HISTORY     - 1999     MONUMENTED       WIDT
 AI6054  HISTORY     - 20001009 GOOD             WIDT
 AI6054  HISTORY     - 20030722 GOOD             USPSQD
 AI6054  HISTORY     - 20050405 GOOD             WIDT
 AI6054  HISTORY     - 20060928 GOOD             USPSQD
 AI6054
 AI6054                          STATION DESCRIPTION
 AI6054
 AI6054'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6054'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHEAST OF FOND DU
 AI6054'LAC.  OWNERSHIP--CITY OF FOND DU LAC.  TO REACH THE STATION FROM THE
 AI6054'JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 23 (JOHNSON STREET) IN
 AI6054'THE CITY OF FOND DU LAC, GO EAST ON STATE HIGHWAY 23 (JOHNSON STREET)
 AI6054'FOR 0.24 KM (0.15 MI) TO PIONEER STREET, TURN LEFT AND GO NORTH ON
 AI6054'PIONEER STREET FOR 0.8 KM (0.50 MI) TO THE STATION ON THE RIGHT.  THE
 AI6054'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6054'SURVEY CONTROL STATION DISK STAMPED --3W84 1999-- AND SET IN THE TOP
 AI6054'OF A CONCRETE DOUBLE BOX CULVERT 0.1 M (0.3 FT) ABOVE THE GROUND AND
 AI6054'ABOUT 1.0 M (3.3 FT) BELOW THE STREET PAVEMENT.  THE STATION IS 11.0 M
 AI6054'(36.1 FT) EAST OF THE CENTERLINE OF PIONEER STREET, 4.5 M (14.8 FT)
 AI6054'SOUTH OF THE CENTERLINE OF SCOTT STREET, 3.9 M (12.8 FT) EAST OF A
 AI6054'NORTH/SOUTH GUARD RAIL, AND 0.3 M (1.0 FT) SOUTH OF THE NORTH EDGE OF
 AI6054'BOX CULVERT --C-20-35-72--.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6054'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6054
 AI6054                          STATION RECOVERY (2000)
 AI6054
 AI6054'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 AI6054'RECOVERED AS DESCRIBED.
 AI6054
 AI6054                          STATION RECOVERY (2003)
 AI6054
 AI6054'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6054'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 45 M (NOT
 AI6054'4.4 M), 148 FEET (NOT 14.8) FEET SOUTH OF SCOTT STREET.
 AI6054
 AI6054                          STATION RECOVERY (2005)
 AI6054
 AI6054'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6054'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M SOUTHWEST OF
 AI6054'A WHITE PLASTIC WITNESS POST.
 AI6054
 AI6054                          STATION RECOVERY (2006)
 AI6054
 AI6054'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9584 ***********************************************************************
 AI9584  DESIGNATION -  3W85
 AI9584  PID         -  AI9584
 AI9584  STATE/COUNTY-  WI/FOND DU LAC
 AI9584  COUNTRY     -  US
 AI9584  USGS QUAD   -  FOND DU LAC (2018)
 AI9584
 AI9584                         *CURRENT SURVEY CONTROL
 AI9584  ______________________________________________________________________
 AI9584* NAD 83(1986) POSITION- 43 48 06.30   (N) 088 29 19.14   (W)   HD_HELD1
 AI9584* NAVD 88 ORTHO HEIGHT -   236.449 (meters)      775.75  (feet) ADJUSTED
 AI9584  ______________________________________________________________________
 AI9584  GEOID HEIGHT    -        -35.876 (meters)                     GEOID18
 AI9584  DYNAMIC HEIGHT  -        236.400 (meters)      775.59  (feet) COMP
 AI9584  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 AI9584
 AI9584  VERT ORDER      -  SECOND    CLASS I
 AI9584
 AI9584.The horizontal coordinates were determined by differentially corrected
 AI9584.hand held GPS observations or other comparable positioning techniques
 AI9584.and have an estimated accuracy of +/- 3 meters.
 AI9584
 AI9584.The orthometric height was determined by differential leveling and
 AI9584.adjusted by the WI DEPT OF TRANSP
 AI9584.in May 2012.
 AI9584
 AI9584.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9584.GEOID18 height accuracy estimate available here.
 AI9584
 AI9584.Click photographs - Photos may exist for this station.
 AI9584
 AI9584.The dynamic height is computed by dividing the NAVD 88
 AI9584.geopotential number by the normal gravity value computed on the
 AI9584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9584.degrees latitude (g = 980.6199 gals.).
 AI9584
 AI9584.The modeled gravity was interpolated from observed gravity values.
 AI9584
 AI9584;                    North         East    Units  Estimated Accuracy
 AI9584;SPC WI S     -   201,262.2     721,610.6     MT  (+/- 3 meters HH1 GPS) 
 AI9584
 AI9584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8025150930(NAD 83)
 AI9584
 AI9584                          SUPERSEDED SURVEY CONTROL
 AI9584
 AI9584  NAVD 88 (04/20/07)  236.421  (m)          775.66   (f) SUPERSEDED  2 1
 AI9584  NAVD 88 (02/05/01)  236.433  (m)          775.70   (f) SUPERSEDED  2 1
 AI9584
 AI9584.Superseded values are not recommended for survey control.
 AI9584
 AI9584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9584.See file dsdata.pdf to determine how the superseded data were derived.
 AI9584
 AI9584_MARKER: DD = SURVEY DISK
 AI9584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9584_STAMPING: 3W85 2000
 AI9584_MARK LOGO: WIDT
 AI9584_PROJECTION: FLUSH
 AI9584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9584+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 AI9584
 AI9584  HISTORY     - Date     Condition        Report By
 AI9584  HISTORY     - 1999     MONUMENTED       WIDT
 AI9584  HISTORY     - 20030722 GOOD             USPSQD
 AI9584  HISTORY     - 20050525 GOOD             WIDT
 AI9584  HISTORY     - 20061007 GOOD             USPSQD
 AI9584  HISTORY     - 20120326 GOOD             CITFDL
 AI9584  HISTORY     - 20180517 GOOD             WI-039
 AI9584
 AI9584                          STATION DESCRIPTION
 AI9584
 AI9584'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9584'THE STATION IS LOCATED ABOUT 4.83 KM (3.00 MI) NORTHWEST OF FOND DU
 AI9584'LAC AND 24.15 KM (15.00 MI) SOUTH-SOUTHEAST OF OSHKOSH.  OWNERSHIP--
 AI9584'FOND DU LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 AI9584'HIGHWAY 41 WITH COUNTY HIGHWAY OO, ABOUT 3.2 KM (2.00 MI) NORTHWEST OF
 AI9584'THE CITY OF FOND DU LAC, GO EAST ON COUNTY HIGHWAY OO FOR 0.3 KM (0.20
 AI9584'MI) TO COUNTY HIGHWAY VV (PIONEER ROAD) ON THE RIGHT, TURN RIGHT AND
 AI9584'GO SOUTHEAST ON COUNTY HIGHWAY VV (PIONEER ROAD) FOR 0.8 KM (0.50 MI)
 AI9584'TO THE SOUTH ENTRANCE OF --MACK SALES-- AND THE STATION ON THE RIGHT.
 AI9584'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI9584'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W85 2000-- SET IN THE
 AI9584'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI9584'AND ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS
 AI9584'18.6 M (61.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY VV, 33.9
 AI9584'M (111.2 FT) EAST-SOUTHEAST OF THE SOUTHEAST MASONRY CORNER OF MACK
 AI9584'SALES BUILDING, 23.0 M (75.5 FT) NORTH-NORTHEAST OF A METAL LIGHT
 AI9584'POLE, 21.5 M (70.5 FT) NORTHWEST OF THE CENTERLINE OF THE NORTH
 AI9584'ENTRANCE TO BADGER STATE AUTO AUCTION, 15.5 M (50.9 FT) SOUTHWEST OF
 AI9584'THE CENTERLINE OF THE SOUTH ENTRANCE TO MACK SALES, 1 M (3.3 FT)
 AI9584'NORTHWEST OF A WHITE PLASTIC WITNESS POST AND 1 M (3.3 FT) SOUTHEAST
 AI9584'OF A SECOND WHITE PLASTIC WITNESS POST. --NOTE-- THIS STATION HAS NO
 AI9584'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9584'HORIZON.
 AI9584
 AI9584                          STATION RECOVERY (2003)
 AI9584
 AI9584'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9584'RECOVERED IN GOOD CONDITION.
 AI9584
 AI9584                          STATION RECOVERY (2005)
 AI9584
 AI9584'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9584'RECOVERED IN GOOD CONDITION.
 AI9584
 AI9584                          STATION RECOVERY (2006)
 AI9584
 AI9584'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9584'RECOVERED IN GOOD CONDITION.
 AI9584
 AI9584                          STATION RECOVERY (2012)
 AI9584
 AI9584'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI9584'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AI9584
 AI9584                          STATION RECOVERY (2018)
 AI9584
 AI9584'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 AI9584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9511 ***********************************************************************
 AI9511  DESIGNATION -  3W86
 AI9511  PID         -  AI9511
 AI9511  STATE/COUNTY-  WI/FOND DU LAC
 AI9511  COUNTRY     -  US
 AI9511  USGS QUAD   -  ELDORADO (2018)
 AI9511
 AI9511                         *CURRENT SURVEY CONTROL
 AI9511  ______________________________________________________________________
 AI9511* NAD 83(1986) POSITION- 43 48 36.23   (N) 088 30 16.74   (W)   HD_HELD1
 AI9511* NAVD 88 ORTHO HEIGHT -   239.176 (meters)      784.70  (feet) ADJUSTED
 AI9511  ______________________________________________________________________
 AI9511  GEOID HEIGHT    -        -35.900 (meters)                     GEOID18
 AI9511  DYNAMIC HEIGHT  -        239.126 (meters)      784.53  (feet) COMP
 AI9511  MODELED GRAVITY -    980,404.4   (mgal)                       NAVD 88
 AI9511
 AI9511  VERT ORDER      -  SECOND    CLASS I
 AI9511
 AI9511.The horizontal coordinates were determined by differentially corrected
 AI9511.hand held GPS observations or other comparable positioning techniques
 AI9511.and have an estimated accuracy of +/- 3 meters.
 AI9511
 AI9511.The orthometric height was determined by differential leveling and
 AI9511.adjusted by the WI DEPT OF TRANSP
 AI9511.in May 2012.
 AI9511
 AI9511.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9511.GEOID18 height accuracy estimate available here.
 AI9511
 AI9511.Click photographs - Photos may exist for this station.
 AI9511
 AI9511.The dynamic height is computed by dividing the NAVD 88
 AI9511.geopotential number by the normal gravity value computed on the
 AI9511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9511.degrees latitude (g = 980.6199 gals.).
 AI9511
 AI9511.The modeled gravity was interpolated from observed gravity values.
 AI9511
 AI9511;                    North         East    Units  Estimated Accuracy
 AI9511;SPC WI S     -   202,162.5     720,306.8     MT  (+/- 3 meters HH1 GPS) 
 AI9511
 AI9511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7898151877(NAD 83)
 AI9511
 AI9511                          SUPERSEDED SURVEY CONTROL
 AI9511
 AI9511  NAVD 88 (04/20/07)  239.147  (m)          784.60   (f) SUPERSEDED  2 1
 AI9511  NAVD 88 (02/05/01)  239.159  (m)          784.64   (f) SUPERSEDED  2 1
 AI9511
 AI9511.Superseded values are not recommended for survey control.
 AI9511
 AI9511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9511.See file dsdata.pdf to determine how the superseded data were derived.
 AI9511
 AI9511_MARKER: DD = SURVEY DISK
 AI9511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9511_STAMPING: 3W86 2000
 AI9511_MARK LOGO: WIDT
 AI9511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9511+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 AI9511
 AI9511  HISTORY     - Date     Condition        Report By
 AI9511  HISTORY     - 1999     MONUMENTED       WIDT
 AI9511  HISTORY     - 20030722 GOOD             USPSQD
 AI9511  HISTORY     - 20050523 GOOD             WIDT
 AI9511  HISTORY     - 20061007 GOOD             USPSQD
 AI9511  HISTORY     - 20120326 GOOD             CITFDL
 AI9511
 AI9511                          STATION DESCRIPTION
 AI9511
 AI9511'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9511'THE STATION IS LOCATED ABOUT 22.53 KM (14.00 MI) SOUTH-SOUTHEAST OF
 AI9511'OSHKOSH AND 6.44 KM (4.00 MI) NORTHWEST OF FOND DU LAC.
 AI9511'OWNERSHIP--TOWN OF FRIENDSHIP.  TO REACH THE STATION FROM THE JUNCTION
 AI9511'OF US HIGHWAY 41 WITH COUNTY HIGHWAY OO, ABOUT 3.22 KM (2.00 MI)
 AI9511'NORTHWEST OF THE CITY OF FOND DU LAC, GO EAST ON COUNTY HIGHWAY OO FOR
 AI9511'0.32 KM (0.20 MI) TO PIONEER ROAD, TURN LEFT AND GO NORTHWEST ON
 AI9511'PIONEER ROAD FOR 0.97 KM (0.60 MI) TO THE STATION ON THE LEFT.  THE
 AI9511'STATION IS A BRONZE WISONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI9511'SURVEY CONTROL STATION DISK STAMPED --3W86 2000-- SET IN THE TOP OF A
 AI9511'41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI9511'2 M (6.6 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 20.4 M (66.9 FT)
 AI9511'SOUTH-SOUTHEAST OF THE CENTERLINE OF PIONEER ROAD, 58 M (190.3 FT)
 AI9511'EAST OF A METAL HIGH TENSION POWER POLE, 18.5 M (60.7 FT)
 AI9511'NORTH-NORTHEAST OF A CHAIN LINK RIGHT-OF-WAY FENCE, 1 M (3.3 FT)
 AI9511'SOUTHEAST OF A WHITE PLASTIC WITNESS POST AND 1 M (3.3 FT) NORTHWEST
 AI9511'OF A SECOND WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI9511'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 AI9511'EXCEPT FOR POWER LINES RUNNING FROM THE SOUTHEAST QUADRANT TO THE WEST
 AI9511'QUADRANT 40 DEGREES ABOVE THE HORIZON.
 AI9511
 AI9511                          STATION RECOVERY (2003)
 AI9511
 AI9511'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9511'RECOVERED IN GOOD CONDITION.
 AI9511
 AI9511                          STATION RECOVERY (2005)
 AI9511
 AI9511'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9511'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 6 CM ABOVE GROUND
 AI9511'LEVEL.  NOTE-- THE STATION IS 0.5 MILE (NOT 0.6 MILE) NORTH OF COUNTY
 AI9511'HIGHWAY OO ON PIONEER ROAD.
 AI9511
 AI9511                          STATION RECOVERY (2006)
 AI9511
 AI9511'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9511'RECOVERED IN GOOD CONDITION.
 AI9511
 AI9511                          STATION RECOVERY (2012)
 AI9511
 AI9511'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI9511'RECOVERED AS DESCRIBED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9586 ***********************************************************************
 AI9586  DESIGNATION -  3W87
 AI9586  PID         -  AI9586
 AI9586  STATE/COUNTY-  WI/FOND DU LAC
 AI9586  COUNTRY     -  US
 AI9586  USGS QUAD   -  ELDORADO (2018)
 AI9586
 AI9586                         *CURRENT SURVEY CONTROL
 AI9586  ______________________________________________________________________
 AI9586* NAD 83(1986) POSITION- 43 49 15.52   (N) 088 31 06.67   (W)   HD_HELD1
 AI9586* NAVD 88 ORTHO HEIGHT -   244.153 (meters)      801.03  (feet) ADJUSTED
 AI9586  ______________________________________________________________________
 AI9586  GEOID HEIGHT    -        -35.926 (meters)                     GEOID18
 AI9586  DYNAMIC HEIGHT  -        244.102 (meters)      800.86  (feet) COMP
 AI9586  MODELED GRAVITY -    980,403.8   (mgal)                       NAVD 88
 AI9586
 AI9586  VERT ORDER      -  SECOND    CLASS I
 AI9586
 AI9586.The horizontal coordinates were determined by differentially corrected
 AI9586.hand held GPS observations or other comparable positioning techniques
 AI9586.and have an estimated accuracy of +/- 3 meters.
 AI9586
 AI9586.The orthometric height was determined by differential leveling and
 AI9586.adjusted by the WI DEPT OF TRANSP
 AI9586.in May 2012.
 AI9586
 AI9586.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9586.GEOID18 height accuracy estimate available here.
 AI9586
 AI9586.Click photographs - Photos may exist for this station.
 AI9586
 AI9586.The dynamic height is computed by dividing the NAVD 88
 AI9586.geopotential number by the normal gravity value computed on the
 AI9586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9586.degrees latitude (g = 980.6199 gals.).
 AI9586
 AI9586.The modeled gravity was interpolated from observed gravity values.
 AI9586
 AI9586;                    North         East    Units  Estimated Accuracy
 AI9586;SPC WI S     -   203,355.0     719,169.5     MT  (+/- 3 meters HH1 GPS) 
 AI9586
 AI9586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7788753110(NAD 83)
 AI9586
 AI9586                          SUPERSEDED SURVEY CONTROL
 AI9586
 AI9586  NAVD 88 (04/20/07)  244.125  (m)          800.93   (f) SUPERSEDED  2 1
 AI9586  NAVD 88 (02/05/01)  244.136  (m)          800.97   (f) SUPERSEDED  2 1
 AI9586
 AI9586.Superseded values are not recommended for survey control.
 AI9586
 AI9586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9586.See file dsdata.pdf to determine how the superseded data were derived.
 AI9586
 AI9586_MARKER: DD = SURVEY DISK
 AI9586_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI9586_SP_SET: BRIDGE ABUTMENT
 AI9586_STAMPING: 3W87 2000
 AI9586_MARK LOGO: WIDT
 AI9586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9586+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 AI9586
 AI9586  HISTORY     - Date     Condition        Report By
 AI9586  HISTORY     - 2000     MONUMENTED       WIDT
 AI9586  HISTORY     - 20030722 GOOD             USPSQD
 AI9586  HISTORY     - 20050523 GOOD             WIDT
 AI9586  HISTORY     - 20061007 GOOD             USPSQD
 AI9586
 AI9586                          STATION DESCRIPTION
 AI9586
 AI9586'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 AI9586'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) SOUTH OF OSHKOSH AND
 AI9586'1.6 KM (1.00 MI) NORTH OF FOND DU LAC.  OWNERSHIP--TOWN OF FRIENDSHIP.
 AI9586'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 AI9586'HIGHWAY OO ON THE NORTHWEST SIDE OF THE CITY OF FOND DU LAC, GO EAST
 AI9586'ON COUNTY HIGHWAY OO FOR 0.3 KM (0.20 MI) TO NORTH PIONEER ROAD, TURN
 AI9586'LEFT AND GO NORTHEAST ON NORTH PIONEER ROAD FOR 2.6 KM (1.60 MI) TO
 AI9586'MELODY LANE, TURN RIGHT AND GO EAST FOR 65 M (213.3 FT) TO THE BRIDGE
 AI9586'OVER ANDERSON CREEK AND THE STATION ON THE RIGHT.  THE STATION IS A
 AI9586'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI9586'STATION STAMPED --3J87-- SET ON THE SOUTH SIDE OF THE EAST ABUTMENT OF
 AI9586'THE BRIDGE 1.0 M (3.3 FT) ABOVE THE GROUND AND ABOUT LEVEL WITH THE
 AI9586'ROAD PAVEMENT.  THE STATION IS 105 M (344.5 FT) WEST OF THE CENTERLINE
 AI9586'OF COLUMBIA DRIVE, 6.9 M (22.6 FT) SOUTH OF THE CENTERLINE OF MELODY
 AI9586'LANE, 19.5 M (64.0 FT) SOUTH OF TELEPHONE PEDESTAL --L1800-31--, AND
 AI9586'1.8 M (5.9 FT) SOUTH OF THE GUADRAIL.  --NOTE--THIS STATION HAS NO
 AI9586'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9586'HORIZON EXCEPT FOR A TREE IN THE NORTHWEST QUADRANT EXTENDING TO 25
 AI9586'DEGREES ABOVE THE HORIZON.
 AI9586
 AI9586                          STATION RECOVERY (2003)
 AI9586
 AI9586'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9586'RECOVERED IN GOOD CONDITION.
 AI9586
 AI9586                          STATION RECOVERY (2005)
 AI9586
 AI9586'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9586'RECOVERED IN GOOD CONDITION.
 AI9586
 AI9586                          STATION RECOVERY (2006)
 AI9586
 AI9586'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9512 ***********************************************************************
 AI9512  DESIGNATION -  3W88
 AI9512  PID         -  AI9512
 AI9512  STATE/COUNTY-  WI/FOND DU LAC
 AI9512  COUNTRY     -  US
 AI9512  USGS QUAD   -  ELDORADO (2018)
 AI9512
 AI9512                         *CURRENT SURVEY CONTROL
 AI9512  ______________________________________________________________________
 AI9512* NAD 83(1986) POSITION- 43 50 07.51   (N) 088 31 20.00   (W)   HD_HELD1
 AI9512* NAVD 88 ORTHO HEIGHT -   247.393 (meters)      811.66  (feet) ADJUSTED
 AI9512  ______________________________________________________________________
 AI9512  GEOID HEIGHT    -        -35.957 (meters)                     GEOID18
 AI9512  DYNAMIC HEIGHT  -        247.341 (meters)      811.48  (feet) COMP
 AI9512  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 AI9512
 AI9512  VERT ORDER      -  SECOND    CLASS I
 AI9512
 AI9512.The horizontal coordinates were determined by differentially corrected
 AI9512.hand held GPS observations or other comparable positioning techniques
 AI9512.and have an estimated accuracy of +/- 3 meters.
 AI9512
 AI9512.The orthometric height was determined by differential leveling and
 AI9512.adjusted by the WI DEPT OF TRANSP
 AI9512.in May 2012.
 AI9512
 AI9512.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9512.GEOID18 height accuracy estimate available here.
 AI9512
 AI9512.Click photographs - Photos may exist for this station.
 AI9512
 AI9512.The dynamic height is computed by dividing the NAVD 88
 AI9512.geopotential number by the normal gravity value computed on the
 AI9512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9512.degrees latitude (g = 980.6199 gals.).
 AI9512
 AI9512.The modeled gravity was interpolated from observed gravity values.
 AI9512
 AI9512;                    North         East    Units  Estimated Accuracy
 AI9512;SPC WI S     -   204,954.0     718,843.2     MT  (+/- 3 meters HH1 GPS) 
 AI9512
 AI9512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7761954719(NAD 83)
 AI9512
 AI9512                          SUPERSEDED SURVEY CONTROL
 AI9512
 AI9512  NAVD 88 (04/20/07)  247.364  (m)          811.56   (f) SUPERSEDED  2 1
 AI9512  NAVD 88 (02/05/01)  247.375  (m)          811.60   (f) SUPERSEDED  2 1
 AI9512
 AI9512.Superseded values are not recommended for survey control.
 AI9512
 AI9512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9512.See file dsdata.pdf to determine how the superseded data were derived.
 AI9512
 AI9512_MARKER: DD = SURVEY DISK
 AI9512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9512_STAMPING: 3W88 2000
 AI9512_MARK LOGO: WIDT
 AI9512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9512+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2010
 AI9512
 AI9512  HISTORY     - Date     Condition        Report By
 AI9512  HISTORY     - 1999     MONUMENTED       WIDT
 AI9512  HISTORY     - 20030722 GOOD             USPSQD
 AI9512  HISTORY     - 20050613 GOOD             WIDT
 AI9512  HISTORY     - 20061007 GOOD             USPSQD
 AI9512  HISTORY     - 20100722 GOOD             GEOCAC
 AI9512
 AI9512                          STATION DESCRIPTION
 AI9512
 AI9512'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9512'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) SOUTH-SOUTHEAST OF
 AI9512'OSHKOSH AND 8.05 KM (5.00 MI) NORTHWEST OF FOND DU LAC.
 AI9512'OWNERSHIP--TOWN OF FRIENDHIP.  TO REACH THE STATION FROM THE JUNCTION
 AI9512'OF US HIGHWAY 41 WITH COUNTY HIGHWAY OO, ABOUT 3.22 KM (2.00 MI)
 AI9512'NORTHWEST OF THE CITY OF FOND DU LAC, GO EAST ON COUNTY HIGHWAY OO FOR
 AI9512'0.32 KM (0.20 MI) TO PIONEER ROAD, TURN LEFT AND GO NORTHWEST ON
 AI9512'PIONEER ROAD FOR 2.66 KM (1.65 MI) TO MELODY LANE, TURN LEFT AND GO
 AI9512'WEST-NORTHWEST ON MELODY LANE FOR 0.48 KM (0.30 MI) TO TOWN LINE ROAD,
 AI9512'TURN RIGHT AND GO NORTH ON TOWN LINE ROAD FOR 1.28 KM (0.80 MI) TO
 AI9512'SUBWAY ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON SUBWAY ROAD FOR
 AI9512'0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI9512'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI9512'STATION DISK STAMPED --3W88 2000-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9512'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI9512'ROAD PAVEMENT.  THE STATION IS 8.0 M (26.2 FT) SOUTH OF THE CENTERLINE
 AI9512'OF SUBWAY ROAD, 0.24 KM (0.15 MI) WEST OF EXTENDED CENTERLINE OF
 AI9512'PRIVATE ENTRANCE --N 8214--, 83 M (272.3 FT) WEST-SOUTHWEST OF A WOOD
 AI9512'TRAFFIC SIGN POST --STOP AHEAD--, 2 M (6.6 FT) NORTH OF A CULTIVATED
 AI9512'FIELD, AND 0.6 M (2.0 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 AI9512'---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 AI9512'THAN 15 DEGREES ABOVE THE HORIZON.
 AI9512
 AI9512                          STATION RECOVERY (2003)
 AI9512
 AI9512'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9512'RECOVERED IN GOOD CONDITION.
 AI9512
 AI9512                          STATION RECOVERY (2005)
 AI9512
 AI9512'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9512'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M NORTH, 1.0 M
 AI9512'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9512
 AI9512                          STATION RECOVERY (2006)
 AI9512
 AI9512'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9512'RECOVERED IN GOOD CONDITION.
 AI9512
 AI9512                          STATION RECOVERY (2010)
 AI9512
 AI9512'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI9512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9571 ***********************************************************************
 AI9571  DESIGNATION -  3W89
 AI9571  PID         -  AI9571
 AI9571  STATE/COUNTY-  WI/FOND DU LAC
 AI9571  COUNTRY     -  US
 AI9571  USGS QUAD   -  ELDORADO (2018)
 AI9571
 AI9571                         *CURRENT SURVEY CONTROL
 AI9571  ______________________________________________________________________
 AI9571* NAD 83(1986) POSITION- 43 51 04.95   (N) 088 31 27.78   (W)   HD_HELD1
 AI9571* NAVD 88 ORTHO HEIGHT -   250.907 (meters)      823.18  (feet) ADJUSTED
 AI9571  ______________________________________________________________________
 AI9571  GEOID HEIGHT    -        -35.990 (meters)                     GEOID18
 AI9571  DYNAMIC HEIGHT  -        250.854 (meters)      823.01  (feet) COMP
 AI9571  MODELED GRAVITY -    980,404.6   (mgal)                       NAVD 88
 AI9571
 AI9571  VERT ORDER      -  SECOND    CLASS I
 AI9571
 AI9571.The horizontal coordinates were determined by differentially corrected
 AI9571.hand held GPS observations or other comparable positioning techniques
 AI9571.and have an estimated accuracy of +/- 3 meters.
 AI9571
 AI9571.The orthometric height was determined by differential leveling and
 AI9571.adjusted by the WI DEPT OF TRANSP
 AI9571.in May 2012.
 AI9571
 AI9571.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9571.GEOID18 height accuracy estimate available here.
 AI9571
 AI9571.Click photographs - Photos may exist for this station.
 AI9571
 AI9571.The dynamic height is computed by dividing the NAVD 88
 AI9571.geopotential number by the normal gravity value computed on the
 AI9571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9571.degrees latitude (g = 980.6199 gals.).
 AI9571
 AI9571.The modeled gravity was interpolated from observed gravity values.
 AI9571
 AI9571;                    North         East    Units  Estimated Accuracy
 AI9571;SPC WI S     -   206,723.4     718,638.1     MT  (+/- 3 meters HH1 GPS) 
 AI9571
 AI9571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7747856494(NAD 83)
 AI9571
 AI9571                          SUPERSEDED SURVEY CONTROL
 AI9571
 AI9571  NAVD 88 (04/20/07)  250.878  (m)          823.09   (f) SUPERSEDED  2 1
 AI9571  NAVD 88 (02/05/01)  250.888  (m)          823.12   (f) SUPERSEDED  2 1
 AI9571
 AI9571.Superseded values are not recommended for survey control.
 AI9571
 AI9571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9571.See file dsdata.pdf to determine how the superseded data were derived.
 AI9571
 AI9571_MARKER: DD = SURVEY DISK
 AI9571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9571_STAMPING: 3W89 2000
 AI9571_MARK LOGO: WIDT
 AI9571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9571+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2010
 AI9571
 AI9571  HISTORY     - Date     Condition        Report By
 AI9571  HISTORY     - 1999     MONUMENTED       WIDT
 AI9571  HISTORY     - 20030722 GOOD             USPSQD
 AI9571  HISTORY     - 20050613 GOOD             WIDT
 AI9571  HISTORY     - 20061009 GOOD             USPSQD
 AI9571  HISTORY     - 20100722 GOOD             GEOCAC
 AI9571
 AI9571                          STATION DESCRIPTION
 AI9571
 AI9571'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9571'THE STATION IS LOCATED ABOUT 17.70 KM (11.00 MI) SOUTH-SOUTHEAST OF
 AI9571'OSHKOSH AND 9.66 KM (6.00 MI) NORTHWEST OF FOND DU LAC.
 AI9571'OWNERSHIP--TOWN OF FRIENDHIP.  TO REACH THE STATION FROM THE JUNCTION
 AI9571'OF US HIGHWAY 41 WITH COUNTY HIGHWAY OO, ABOUT 3.22 KM (2.00 MI)
 AI9571'NORTHWEST OF THE CITY OF FOND DU LAC, GO EAST ON COUNTY HIGHWAY OO FOR
 AI9571'0.32 KM (0.20 MI) TO PIONEER ROAD, TURN LEFT AND GO NORTHWEST ON
 AI9571'PIONEER ROAD FOR 2.66 KM (1.65 MI) TO MELODY LANE, TURN LEFT AND GO
 AI9571'WEST-NORTHWEST ON MELODY LANE FOR 0.48 KM (0.30 MI) TO TOWN LINE ROAD,
 AI9571'TURN RIGHT AND GO NORTH ON TOWN LINE ROAD FOR 2.90 KM (1.80 MI) TO
 AI9571'COUNTY HIGHWAY N, CONTINUE NORTH ON TOWN LINE ROAD FOR 0.16 KM (0.10
 AI9571'MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 AI9571'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI9571'STAMPED --3W89 2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI9571'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD
 AI9571'PAVEMENT.  THE STATION IS 10.2 M (33.5 FT) WEST OF THE CENTERLINE OF
 AI9571'TOWN LINE ROAD, 60 M (196.8 FT) SOUTH-SOUTHWEST OF WARNING POST
 AI9571'--CAUTION BURIED FIBEROPTIC CABLE--, 49 M (160.8 FT) NORTH OF THE TOP
 AI9571'CENTER OF THE WEST END OF A 0.3 M (1.0 FT) DIAMETER CORRUGATED METAL
 AI9571'CULVERT PIPE, 19.4 M (63.6 FT) WEST OF A TELEPHONE PEDESTAL, 1 M (3.3
 AI9571'FT) SOUTH OF A WHITE PLASTIC WITNESS POST AND 1 M (3.3 FT) NORTH OF A
 AI9571'SECOND WHITE PLASTIC WITNESS POST.  ---NOTE---THE STATION HAS NO
 AI9571'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9571'HORIZON.
 AI9571
 AI9571                          STATION RECOVERY (2003)
 AI9571
 AI9571'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9571'RECOVERED IN GOOD CONDITION.
 AI9571
 AI9571                          STATION RECOVERY (2005)
 AI9571
 AI9571'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9571'RECOVERED IN GOOD CONDITION.  NOTE-- THE TELEPHONE PEDESTAL IS
 AI9571'NUMBERED --8533T--.   ADD-- THE STATION IS 0.4 M WEST, 1.0 M NORTH,
 AI9571'AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9571
 AI9571                          STATION RECOVERY (2006)
 AI9571
 AI9571'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9571'RECOVERED IN GOOD CONDITION.
 AI9571
 AI9571                          STATION RECOVERY (2010)
 AI9571
 AI9571'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI9571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9513 ***********************************************************************
 AI9513  DESIGNATION -  3W90
 AI9513  PID         -  AI9513
 AI9513  STATE/COUNTY-  WI/FOND DU LAC
 AI9513  COUNTRY     -  US
 AI9513  USGS QUAD   -  ELDORADO (2018)
 AI9513
 AI9513                         *CURRENT SURVEY CONTROL
 AI9513  ______________________________________________________________________
 AI9513* NAD 83(2011) POSITION- 43 51 51.99165(N) 088 31 25.98372(W)   ADJUSTED
 AI9513* NAD 83(2011) ELLIP HT-   211.679 (meters)        (06/27/12)   ADJUSTED
 AI9513* NAD 83(2011) EPOCH   -  2010.00
 AI9513* NAVD 88 ORTHO HEIGHT -   247.697 (meters)      812.65  (feet) ADJUSTED
 AI9513  ______________________________________________________________________
 AI9513  GEOID HEIGHT    -        -36.018 (meters)                     GEOID18
 AI9513  NAD 83(2011) X  -    118,653.647 (meters)                     COMP
 AI9513  NAD 83(2011) Y  - -4,604,550.536 (meters)                     COMP
 AI9513  NAD 83(2011) Z  -  4,397,391.262 (meters)                     COMP
 AI9513  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 AI9513  DYNAMIC HEIGHT  -        247.646 (meters)      812.49  (feet) COMP
 AI9513  MODELED GRAVITY -    980,404.9   (mgal)                       NAVD 88
 AI9513
 AI9513  VERT ORDER      -  SECOND    CLASS I
 AI9513
 AI9513  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI9513  Standards:
 AI9513         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI9513            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI9513  -------------------------------------------------------------------
 AI9513  NETWORK    0.32   0.35           0.15   0.10   0.18      0.01188502
 AI9513  -------------------------------------------------------------------
 AI9513  Click here for local accuracies and other accuracy information.
 AI9513
 AI9513.The horizontal coordinates were established by GPS observations
 AI9513.and adjusted by the National Geodetic Survey in June 2012.
 AI9513
 AI9513.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI9513.been affixed to the stable North American tectonic plate. See 
 AI9513.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI9513
 AI9513.The horizontal coordinates are valid at the epoch date displayed above
 AI9513.which is a decimal equivalence of Year/Month/Day.
 AI9513
 AI9513.The orthometric height was determined by differential leveling and
 AI9513.adjusted by the WI DEPT OF TRANSP
 AI9513.in May 2012.
 AI9513
 AI9513.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9513.GEOID18 height accuracy estimate available here.
 AI9513
 AI9513.Click photographs - Photos may exist for this station.
 AI9513
 AI9513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9513
 AI9513.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI9513
 AI9513.The ellipsoidal height was determined by GPS observations
 AI9513.and is referenced to NAD 83.
 AI9513
 AI9513.The dynamic height is computed by dividing the NAVD 88
 AI9513.geopotential number by the normal gravity value computed on the
 AI9513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9513.degrees latitude (g = 980.6199 gals.).
 AI9513
 AI9513.The modeled gravity was interpolated from observed gravity values.
 AI9513
 AI9513. The following values were computed from the NAD 83(2011) position.
 AI9513
 AI9513;                    North         East     Units Scale Factor Converg.
 AI9513;SPC WI S     -   208,175.706   718,652.515   MT  0.99996519   +1 00 51.3
 AI9513;SPC WI S     -   682,989.80  2,357,779.13   sFT  0.99996519   +1 00 51.3
 AI9513;UTM  16      - 4,857,945.483   377,545.502   MT  0.99978443   -1 03 22.0
 AI9513
 AI9513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9513!SPC WI S     -   0.99996681  x   0.99996519  =   0.99993200
 AI9513!UTM  16      -   0.99996681  x   0.99978443  =   0.99975125
 AI9513
 AI9513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7754557945(NAD 83)
 AI9513
 AI9513                          SUPERSEDED SURVEY CONTROL
 AI9513
 AI9513  NAD 83(2007)-  43 51 51.99171(N)    088 31 25.98456(W) AD(2002.00) 1
 AI9513  ELLIP H (03/25/09)  211.715  (m)                       GP(2002.00) 3 1
 AI9513  NAVD 88 (04/20/07)  247.669  (m)          812.56   (f) SUPERSEDED  2 1
 AI9513  NAVD 88 (02/05/01)  247.679  (m)          812.59   (f) SUPERSEDED  2 1
 AI9513
 AI9513.Superseded values are not recommended for survey control.
 AI9513
 AI9513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9513.See file dsdata.pdf to determine how the superseded data were derived.
 AI9513
 AI9513_MARKER: DD = SURVEY DISK
 AI9513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9513_STAMPING: 3W90 2000
 AI9513_MARK LOGO: WIDT
 AI9513_PROJECTION: FLUSH
 AI9513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9513+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 AI9513
 AI9513  HISTORY     - Date     Condition        Report By
 AI9513  HISTORY     - 1999     MONUMENTED       WIDT
 AI9513  HISTORY     - 20030722 GOOD             USPSQD
 AI9513  HISTORY     - 20050613 GOOD             WIDT
 AI9513  HISTORY     - 20060412 GOOD             WIDT
 AI9513  HISTORY     - 20061009 GOOD             USPSQD
 AI9513  HISTORY     - 20080625 GOOD             WIDT
 AI9513
 AI9513                          STATION DESCRIPTION
 AI9513
 AI9513'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9513'THE STATION IS LOCATED ABOUT 16.09 KM (10.00 MI) SOUTH-SOUTHEAST OF
 AI9513'OSHKOSH AND 11.27 KM (7.00 MI) NORTHWEST OF FOND DU LAC.
 AI9513'OWNERSHIP--TOWN OF FRIENDSHIP.  TO REACH THE STATION FROM THE JUNCTION
 AI9513'OF US HIGHWAY 41 WITH COUNTY HIGHWAY OO, ABOUT 3.22 KM (2.00 MI)
 AI9513'NORTHWEST OF THE CITY OF FOND DU LAC, GO EAST ON COUNTY HIGHWAY OO FOR
 AI9513'0.32 KM (0.20 MI) TO PIONEER ROAD, TURN LEFT AND GO NORTHWEST ON
 AI9513'PIONEER ROAD FOR 2.66 KM (1.65 MI) TO MELODY LANE, TURN LEFT AND GO
 AI9513'WEST-NORTHWEST ON MELODY LANE FOR 0.48 KM (0.30 MI) TO TOWN LINE ROAD,
 AI9513'TURN RIGHT AND GO NORTH ON TOWN LINE ROAD FOR 4.50 KM (2.80 MI) TO
 AI9513'CEMETERY ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI9513'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI9513'DISK STAMPED --3W90 2000-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9513'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT)
 AI9513'BELOW THE ROAD PAVEMENT.  THE STATION IS 11.4 M (37.4 FT) SOUTH OF THE
 AI9513'CENTERLINE OF CEMETERY ROAD, 19.4 M (63.6 FT) EAST OF THE CENTERLINE
 AI9513'OF TOWN LINE ROAD, 18.1 M (59.4 FT) WEST-SOUTHWEST OF A WOOD TRAFFIC
 AI9513'SIGN POST --20 TON WEIGHT LIMIT--, 10.6 M (34.8 FT) EAST-NORTHEAST OF
 AI9513'TELEPHONE PEDESTAL --L190--, 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 AI9513'WITNESS POST, AND 1.0 M (3.3 FT) EAST OF A SECOND WHITE PLASIC WITNESS
 AI9513'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI9513'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9513
 AI9513                          STATION RECOVERY (2003)
 AI9513
 AI9513'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9513'RECOVERED IN GOOD CONDITION.  NOTE-- THE WEIGHT LIMIT SIGN HAS BEEN
 AI9513'REMOVED, BUT THE POST IS PRESENT.
 AI9513
 AI9513                          STATION RECOVERY (2005)
 AI9513
 AI9513'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9513'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M NORTH, 1.0 M
 AI9513'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9513
 AI9513                          STATION RECOVERY (2006)
 AI9513
 AI9513'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 AI9513'RECOVERED IN GOOD CONDITION.
 AI9513
 AI9513                          STATION RECOVERY (2006)
 AI9513
 AI9513'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9513'RECOVERED IN GOOD CONDITION.
 AI9513
 AI9513                          STATION RECOVERY (2008)
 AI9513
 AI9513'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 AI9513'RECOVERED IN GOOD CONDITION.  REMOVED THE WHITE PLASTIC WITNESS POSTS
 AI9513'AND INSTALLED THREE ORANGE PLASTIC GUARD POSTS.  THE STATION IS 1.0 M
 AI9513'NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE 4X4 ORANGE
 AI9513'PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9514 ***********************************************************************
 AI9514  DESIGNATION -  3W91
 AI9514  PID         -  AI9514
 AI9514  STATE/COUNTY-  WI/FOND DU LAC
 AI9514  COUNTRY     -  US
 AI9514  USGS QUAD   -  ELDORADO (2018)
 AI9514
 AI9514                         *CURRENT SURVEY CONTROL
 AI9514  ______________________________________________________________________
 AI9514* NAD 83(1986) POSITION- 43 52 07.51   (N) 088 32 38.39   (W)   HD_HELD1
 AI9514* NAVD 88 ORTHO HEIGHT -   254.282 (meters)      834.26  (feet) ADJUSTED
 AI9514  ______________________________________________________________________
 AI9514  GEOID HEIGHT    -        -36.029 (meters)                     GEOID18
 AI9514  DYNAMIC HEIGHT  -        254.228 (meters)      834.08  (feet) COMP
 AI9514  MODELED GRAVITY -    980,403.6   (mgal)                       NAVD 88
 AI9514
 AI9514  VERT ORDER      -  SECOND    CLASS I
 AI9514
 AI9514.The horizontal coordinates were determined by differentially corrected
 AI9514.hand held GPS observations or other comparable positioning techniques
 AI9514.and have an estimated accuracy of +/- 3 meters.
 AI9514
 AI9514.The orthometric height was determined by differential leveling and
 AI9514.adjusted by the WI DEPT OF TRANSP
 AI9514.in May 2012.
 AI9514
 AI9514.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9514.GEOID18 height accuracy estimate available here.
 AI9514
 AI9514.Click photographs - Photos may exist for this station.
 AI9514
 AI9514.The dynamic height is computed by dividing the NAVD 88
 AI9514.geopotential number by the normal gravity value computed on the
 AI9514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9514.degrees latitude (g = 980.6199 gals.).
 AI9514
 AI9514.The modeled gravity was interpolated from observed gravity values.
 AI9514
 AI9514;                    North         East    Units  Estimated Accuracy
 AI9514;SPC WI S     -   208,626.1     717,027.6     MT  (+/- 3 meters HH1 GPS) 
 AI9514
 AI9514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7593858454(NAD 83)
 AI9514
 AI9514                          SUPERSEDED SURVEY CONTROL
 AI9514
 AI9514  NAVD 88 (04/20/07)  254.253  (m)          834.16   (f) SUPERSEDED  2 1
 AI9514  NAVD 88 (02/05/01)  254.262  (m)          834.19   (f) SUPERSEDED  2 1
 AI9514
 AI9514.Superseded values are not recommended for survey control.
 AI9514
 AI9514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9514.See file dsdata.pdf to determine how the superseded data were derived.
 AI9514
 AI9514_MARKER: DD = SURVEY DISK
 AI9514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9514_STAMPING: 3W91 2000
 AI9514_MARK LOGO: WIDT
 AI9514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9514+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2006
 AI9514
 AI9514  HISTORY     - Date     Condition        Report By
 AI9514  HISTORY     - 1999     MONUMENTED       WIDT
 AI9514  HISTORY     - 20030722 GOOD             USPSQD
 AI9514  HISTORY     - 20050613 GOOD             WIDT
 AI9514  HISTORY     - 20061009 GOOD             USPSQD
 AI9514
 AI9514                          STATION DESCRIPTION
 AI9514
 AI9514'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9514'THE STATION IS LOCATED ABOUT 16.09 KM (10.00 MI) SOUTH OF OSHKOSH AND
 AI9514'12.87 KM (8.00 MI) NORTHWEST OF FOND DU LAC.  OWNERSHIP--TOWN OF
 AI9514'FRIENDSHIP.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41
 AI9514'WITH STATE HIGHWAY 26, ABOUT 8.05 KM (5.00 MI) SOUTH OF THE CITY OF
 AI9514'OSHKOSH, GO EAST ON STATE HIGHWAY 26 FOR 0.32 KM (0.20 MI) TO COUNTY
 AI9514'HIGHWAY N, TURN RIGHT AND GO EAST-SOUTHEAST ON COUNTY HIGHWAY N FOR
 AI9514'3.06 KM (1.90 MI) TO COUNTY HIGHWAY I, TURN RIGHT AND GO SOUTH ON
 AI9514'COUNTY HIGHWAY I FOR 6.43 KM (4.00 MI) TO LONE ELM ROAD AND SCHULTZ
 AI9514'ROAD (AHEAD) , CONTINUE SOUTH ON SCHULTZ ROAD FOR 1.61 KM (1.00 MI) TO
 AI9514'LINCOLN ROAD, CONTINUE SOUTH ON SCHULTZ ROAD FOR 1.29 KM (0.80 MI) TO
 AI9514'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 AI9514'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W91
 AI9514'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9514'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE ROAD
 AI9514'PAVEMENT.  THE STATION IS 9.2 M (30.2 FT) EAST OF THE CENTERLINE OF
 AI9514'SCHULTZ ROAD, 0.48 KM (0.30 MI) NORTH OF CEMETERY ROAD, 28.3 M (92.8
 AI9514'FT) SOUTH-SOUTHEAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 AI9514'--N9014--, 27.6 M (90.6 FT) NORTHEAST OF POWER POLE --16-16-11
 AI9514'52/13--, 24.4 M (80.1 FT) NORTH OF A TELEPHONE PEDESTAL --FIBER
 AI9514'OPTICS--, 2 M (6.6 FT) WEST OF CULTIVATED FIELD, AND 0.6 M (2.0 FT)
 AI9514'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI9514'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9514'HORIZON.
 AI9514
 AI9514                          STATION RECOVERY (2003)
 AI9514
 AI9514'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9514'RECOVERED IN GOOD CONDITION.
 AI9514
 AI9514                          STATION RECOVERY (2005)
 AI9514
 AI9514'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9514'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M WEST, 1.0 M
 AI9514'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9514
 AI9514                          STATION RECOVERY (2006)
 AI9514
 AI9514'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9515 ***********************************************************************
 AI9515  DESIGNATION -  3W92
 AI9515  PID         -  AI9515
 AI9515  STATE/COUNTY-  WI/FOND DU LAC
 AI9515  COUNTRY     -  US
 AI9515  USGS QUAD   -  VAN DYNE (2018)
 AI9515
 AI9515                         *CURRENT SURVEY CONTROL
 AI9515  ______________________________________________________________________
 AI9515* NAD 83(1986) POSITION- 43 52 42.37   (N) 088 32 38.10   (W)   HD_HELD1
 AI9515* NAVD 88 ORTHO HEIGHT -   252.672 (meters)      828.97  (feet) ADJUSTED
 AI9515  ______________________________________________________________________
 AI9515  GEOID HEIGHT    -        -36.049 (meters)                     GEOID18
 AI9515  DYNAMIC HEIGHT  -        252.619 (meters)      828.80  (feet) COMP
 AI9515  MODELED GRAVITY -    980,403.5   (mgal)                       NAVD 88
 AI9515
 AI9515  VERT ORDER      -  SECOND    CLASS I
 AI9515
 AI9515.The horizontal coordinates were determined by differentially corrected
 AI9515.hand held GPS observations or other comparable positioning techniques
 AI9515.and have an estimated accuracy of +/- 3 meters.
 AI9515
 AI9515.The orthometric height was determined by differential leveling and
 AI9515.adjusted by the WI DEPT OF TRANSP
 AI9515.in May 2012.
 AI9515
 AI9515.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9515.GEOID18 height accuracy estimate available here.
 AI9515
 AI9515.Click photographs - Photos may exist for this station.
 AI9515
 AI9515.The dynamic height is computed by dividing the NAVD 88
 AI9515.geopotential number by the normal gravity value computed on the
 AI9515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9515.degrees latitude (g = 980.6199 gals.).
 AI9515
 AI9515.The modeled gravity was interpolated from observed gravity values.
 AI9515
 AI9515;                    North         East    Units  Estimated Accuracy
 AI9515;SPC WI S     -   209,702.0     717,015.3     MT  (+/- 3 meters HH1 GPS) 
 AI9515
 AI9515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7596459529(NAD 83)
 AI9515
 AI9515                          SUPERSEDED SURVEY CONTROL
 AI9515
 AI9515  NAVD 88 (04/20/07)  252.643  (m)          828.88   (f) SUPERSEDED  2 1
 AI9515  NAVD 88 (02/05/01)  252.653  (m)          828.91   (f) SUPERSEDED  2 1
 AI9515
 AI9515.Superseded values are not recommended for survey control.
 AI9515
 AI9515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9515.See file dsdata.pdf to determine how the superseded data were derived.
 AI9515
 AI9515_MARKER: DD = SURVEY DISK
 AI9515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9515_STAMPING: 3W92 2000
 AI9515_MARK LOGO: WIDT
 AI9515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9515+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2010
 AI9515
 AI9515  HISTORY     - Date     Condition        Report By
 AI9515  HISTORY     - 1999     MONUMENTED       WIDT
 AI9515  HISTORY     - 20030722 GOOD             USPSQD
 AI9515  HISTORY     - 20050613 GOOD             WIDT
 AI9515  HISTORY     - 20061009 GOOD             USPSQD
 AI9515  HISTORY     - 20100718 GOOD             GEOCAC
 AI9515
 AI9515                          STATION DESCRIPTION
 AI9515
 AI9515'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9515'THE STATION IS LOCATED ABOUT 14.48 KM (9.00 MI) SOUTH OF OSHKOSH AND
 AI9515'12.87 KM (8.00 MI) NORTHWEST OF FOND DU LAC.  OWNERSHIP--TOWN OF
 AI9515'FRIENDSHIP.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41
 AI9515'WITH STATE HIGHWAY 26, ABOUT 8.05 KM (5.00 MI) SOUTH OF THE CITY OF
 AI9515'OSHKOSH, GO EAST ON STATE HIGHWAY 26 FOR 0.32 KM (0.20 MI) TO COUNTY
 AI9515'HIGHWAY N, TURN RIGHT AND GO EAST-SOUTHEAST ON COUNTY HIGHWAY N FOR
 AI9515'3.06 KM (1.90 MI) TO COUNTY HIGHWAY I, TURN RIGHT AND GO SOUTH ON
 AI9515'COUNTY HIGHWAY I FOR 6.43 KM (4.00 MI) TO LONE ELM ROAD AND SCHULTZ
 AI9515'ROAD (AHEAD) , CONTINUE SOUTH ON SCHULTZ ROAD FOR 1.61 KM (1.00 MI) TO
 AI9515'LINCOLN ROAD, CONTINUE SOUTH ON SCHULTZ ROAD FOR 0.2 KM (0.10 MI) TO
 AI9515'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 AI9515'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W92
 AI9515'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9515'FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.
 AI9515'THE STATION IS 6.6 M (21.7 FT) EAST OF THE CENTERLINE OF SCHLUTZ ROAD,
 AI9515'0.32 KM (0.20 MI) NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 AI9515'--9195/9197--, 58 M (190.3 FT) SOUTH OF THE TOP CENTER OF THE EAST END
 AI9515'OF A 2 M (6.6 FT) DIAMETER CORRUGATED METAL CULVERT PIPE, 31.2 M
 AI9515'(102.4 FT) SOUTHEAST OF POWER POLE --16-16-11 52/50--, 6 M (19.7 FT)
 AI9515'WEST OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 AI9515'WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI9515'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9515
 AI9515                          STATION RECOVERY (2003)
 AI9515
 AI9515'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9515'RECOVERED IN GOOD CONDITION.
 AI9515
 AI9515                          STATION RECOVERY (2005)
 AI9515
 AI9515'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9515'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 AI9515'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9515
 AI9515                          STATION RECOVERY (2006)
 AI9515
 AI9515'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9515'RECOVERED IN GOOD CONDITION.
 AI9515
 AI9515                          STATION RECOVERY (2010)
 AI9515
 AI9515'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI9515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9516 ***********************************************************************
 AI9516  DESIGNATION -  3W93
 AI9516  PID         -  AI9516
 AI9516  STATE/COUNTY-  WI/FOND DU LAC
 AI9516  COUNTRY     -  US
 AI9516  USGS QUAD   -  VAN DYNE (2018)
 AI9516
 AI9516                         *CURRENT SURVEY CONTROL
 AI9516  ______________________________________________________________________
 AI9516* NAD 83(1986) POSITION- 43 53 37.12   (N) 088 32 45.13   (W)   HD_HELD1
 AI9516* NAVD 88 ORTHO HEIGHT -   252.457 (meters)      828.27  (feet) ADJUSTED
 AI9516  ______________________________________________________________________
 AI9516  GEOID HEIGHT    -        -36.081 (meters)                     GEOID18
 AI9516  DYNAMIC HEIGHT  -        252.404 (meters)      828.10  (feet) COMP
 AI9516  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 AI9516
 AI9516  VERT ORDER      -  SECOND    CLASS I
 AI9516
 AI9516.The horizontal coordinates were determined by differentially corrected
 AI9516.hand held GPS observations or other comparable positioning techniques
 AI9516.and have an estimated accuracy of +/- 3 meters.
 AI9516
 AI9516.The orthometric height was determined by differential leveling and
 AI9516.adjusted by the WI DEPT OF TRANSP
 AI9516.in May 2012.
 AI9516
 AI9516.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9516.GEOID18 height accuracy estimate available here.
 AI9516
 AI9516.Click photographs - Photos may exist for this station.
 AI9516
 AI9516.The dynamic height is computed by dividing the NAVD 88
 AI9516.geopotential number by the normal gravity value computed on the
 AI9516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9516.degrees latitude (g = 980.6199 gals.).
 AI9516
 AI9516.The modeled gravity was interpolated from observed gravity values.
 AI9516
 AI9516;                    North         East    Units  Estimated Accuracy
 AI9516;SPC WI S     -   211,388.7     716,828.9     MT  (+/- 3 meters HH1 GPS) 
 AI9516
 AI9516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7583961221(NAD 83)
 AI9516
 AI9516                          SUPERSEDED SURVEY CONTROL
 AI9516
 AI9516  NAVD 88 (04/20/07)  252.429  (m)          828.18   (f) SUPERSEDED  2 1
 AI9516  NAVD 88 (02/05/01)  252.437  (m)          828.20   (f) SUPERSEDED  2 1
 AI9516
 AI9516.Superseded values are not recommended for survey control.
 AI9516
 AI9516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9516.See file dsdata.pdf to determine how the superseded data were derived.
 AI9516
 AI9516_MARKER: DD = SURVEY DISK
 AI9516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9516_STAMPING: 3W93 2000
 AI9516_MARK LOGO: WIDT
 AI9516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9516+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2010
 AI9516
 AI9516  HISTORY     - Date     Condition        Report By
 AI9516  HISTORY     - 1999     MONUMENTED       WIDT
 AI9516  HISTORY     - 20011005 POOR             WIDT
 AI9516  HISTORY     - 20030722 POOR             USPSQD
 AI9516  HISTORY     - 20050613 POOR             WIDT
 AI9516  HISTORY     - 20061009 GOOD             USPSQD
 AI9516  HISTORY     - 20100718 GOOD             GEOCAC
 AI9516
 AI9516                          STATION DESCRIPTION
 AI9516
 AI9516'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9516'THE STATION IS LOCATED ABOUT 14.48 KM (9.00 MI) NORTHWEST OF FOND DU
 AI9516'LAC AND 12.87 KM (8.00 MI) SOUTH OF OSHKOSH.  OWNERSHIP--TOWN OF
 AI9516'NEKIMI.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI9516'STATE HIGHWAY 26, ABOUT 8.05 KM (5.00 MI) SOUTH OF THE CITY OF
 AI9516'OSHKOSH, GO EAST ON STATE HIGHWAY 26 FOR 0.32 KM (0.20 MI) TO COUNTY
 AI9516'HIGHWAY N, TURN RIGHT AND GO EAST-SOUTHEAST ON COUNTY HIGHWAY N FOR
 AI9516'3.06 KM (1.90 MI) TO COUNTY HIGHWAY I, TURN RIGHT AND GO SOUTH ON
 AI9516'COUNTY HIGHWAY I FOR 6.43 KM (4.00 MI) TO LONE ELM ROAD, TURN RIGHT
 AI9516'AND GO WEST ON LONE ELM ROAD FOR 0.16 KM (0.10 MI) TO THE STATION ON
 AI9516'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9516'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W93
 AI9516'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9516'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 AI9516'STATION IS 11.4 M (37.4 FT) SOUTH OF THE CENTERLINE OF LONE ELM ROAD,
 AI9516'54.2 M (177.8 FT) EAST-SOUTHEAST OF POWER POLE --1716-35R16--, 33.8 M
 AI9516'(110.9 FT) SOUTHWEST OF POWER POLE --1716-35R15--, 25.2 M (82.7 FT)
 AI9516'SOUTH-SOUTHWEST OF A WOOD CORNER FENCE POST, 2 M (6.6 FT) NORTH OF A
 AI9516'CULTIVATED FIELD, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS
 AI9516'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI9516'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9516
 AI9516                          STATION RECOVERY (2001)
 AI9516
 AI9516'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (GRS)
 AI9516'THE CONCRETE POST WAS STRUCK AND MOVED BY TELEPHONE CABLE LAYING
 AI9516'EQUIPMENT.  A CHUNK OF CONCRETE WAS BROKEN OFF OF THE POST, HOWEVER
 AI9516'THE POST REMAINS UPRIGHT.
 AI9516
 AI9516                          STATION RECOVERY (2003)
 AI9516
 AI9516'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9516'RECOVERED IN POOR CONDITION.  THE CONCRETE POST IS BROKEN BUT MARK
 AI9516'APPEARS TO HAVE NOT BEEN DISTURBED.  ADD-- THE STATION IS 24 FEET EAST
 AI9516'OF AN ORANGE OVER WHITE UNDERGROUND CABLE POST.
 AI9516
 AI9516                          STATION RECOVERY (2005)
 AI9516
 AI9516'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9516'RECOVERED IN POOR CONDITION WITH A CHUNK OF CONCRETE MISSING FROM THE
 AI9516'CONCRETE POST AS DESCRIBED IN 2001 AND 2003.  ADD-- THE STATION IS 7.2
 AI9516'M EAST OF AN ORANGE OVER WHITE UNDERGROUND CABLE WARNING POST, AND IS
 AI9516'1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE
 AI9516'PLASTIC WITNESS POSTS.  NOTE-- THE STATION IS 0.1 MILE WEST OF SCHULTZ
 AI9516'ROAD ON LONE ELM ROAD.
 AI9516
 AI9516                          STATION RECOVERY (2006)
 AI9516
 AI9516'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9516'RECOVERED IN GOOD CONDITION.
 AI9516
 AI9516                          STATION RECOVERY (2010)
 AI9516
 AI9516'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI9516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9517 ***********************************************************************
 AI9517  DESIGNATION -  3W94
 AI9517  PID         -  AI9517
 AI9517  STATE/COUNTY-  WI/WINNEBAGO
 AI9517  COUNTRY     -  US
 AI9517  USGS QUAD   -  VAN DYNE (2018)
 AI9517
 AI9517                         *CURRENT SURVEY CONTROL
 AI9517  ______________________________________________________________________
 AI9517* NAD 83(1986) POSITION- 43 54 29.87   (N) 088 32 34.21   (W)   HD_HELD1
 AI9517* NAVD 88 ORTHO HEIGHT -   252.036 (meters)      826.89  (feet) ADJUSTED
 AI9517  ______________________________________________________________________
 AI9517  GEOID HEIGHT    -        -36.111 (meters)                     GEOID18
 AI9517  DYNAMIC HEIGHT  -        251.983 (meters)      826.71  (feet) COMP
 AI9517  MODELED GRAVITY -    980,402.0   (mgal)                       NAVD 88
 AI9517
 AI9517  VERT ORDER      -  SECOND    CLASS I
 AI9517
 AI9517.The horizontal coordinates were determined by differentially corrected
 AI9517.hand held GPS observations or other comparable positioning techniques
 AI9517.and have an estimated accuracy of +/- 3 meters.
 AI9517
 AI9517.The orthometric height was determined by differential leveling and
 AI9517.adjusted by the WI DEPT OF TRANSP
 AI9517.in May 2012.
 AI9517
 AI9517.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9517.GEOID18 height accuracy estimate available here.
 AI9517
 AI9517.Click photographs - Photos may exist for this station.
 AI9517
 AI9517.The dynamic height is computed by dividing the NAVD 88
 AI9517.geopotential number by the normal gravity value computed on the
 AI9517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9517.degrees latitude (g = 980.6199 gals.).
 AI9517
 AI9517.The modeled gravity was interpolated from observed gravity values.
 AI9517
 AI9517;                    North         East    Units  Estimated Accuracy
 AI9517;SPC WI S     -   213,020.8     717,044.2     MT  (+/- 3 meters HH1 GPS) 
 AI9517
 AI9517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7611362844(NAD 83)
 AI9517
 AI9517                          SUPERSEDED SURVEY CONTROL
 AI9517
 AI9517  NAVD 88 (04/20/07)  252.007  (m)          826.79   (f) SUPERSEDED  2 1
 AI9517  NAVD 88 (02/05/01)  252.016  (m)          826.82   (f) SUPERSEDED  2 1
 AI9517
 AI9517.Superseded values are not recommended for survey control.
 AI9517
 AI9517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9517.See file dsdata.pdf to determine how the superseded data were derived.
 AI9517
 AI9517_MARKER: DD = SURVEY DISK
 AI9517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9517_STAMPING: 3W94 2000
 AI9517_MARK LOGO: WIDT
 AI9517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9517+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2010
 AI9517
 AI9517  HISTORY     - Date     Condition        Report By
 AI9517  HISTORY     - 1999     MONUMENTED       WIDT
 AI9517  HISTORY     - 20031214 GOOD             USPSQD
 AI9517  HISTORY     - 20050613 GOOD             WIDT
 AI9517  HISTORY     - 20061009 GOOD             USPSQD
 AI9517  HISTORY     - 20100625 GOOD             GEOCAC
 AI9517
 AI9517                          STATION DESCRIPTION
 AI9517
 AI9517'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9517'THE STATION IS LOCATED ABOUT 16.09 KM (10.00 MI) NORTH-NORTHWEST OF
 AI9517'FOND DU LAC AND 11.27 KM (7.00 MI) SOUTH OF OSHKOSH.
 AI9517'OWNERSHIP--WINNEBAGO COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 AI9517'OF US HIGHWAY 41 WITH STATE HIGHWAY 26, ABOUT 8.05 KM (5.00 MI) SOUTH
 AI9517'OF THE CITY OF OSHKOSH, GO EAST ON STATE HIGHWAY 26 FOR 0.32 KM (0.20
 AI9517'MI) TO COUNTY HIGHWAY N, TURN RIGHT AND GO EAST-SOUTHEAST ON COUNTY
 AI9517'HIGHWAY N FOR 3.06 KM (1.90 MI) TO COUNTY HIGHWAY I, TURN RIGHT AND GO
 AI9517'SOUTH ON COUNTY HIGHWAY I FOR 4.83 KM (3.00 MI) TO COUNTY HIGHWAY Z,
 AI9517'TURN LEFT AND GO EAST ON COUNTY HIGHWAY Z FOR 0.16 KM (0.10 MI) TO THE
 AI9517'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9517'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W94
 AI9517'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9517'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 AI9517'PAVEMENT.  THE STATION IS 9.1 M (29.9 FT) NORTH OF THE CENTERLINE OF
 AI9517'COUNTY HIGHWAY Z, 36.6 M (120.1 FT) EAST OF A HIGH PRESSURE GAS LINE
 AI9517'VENT, 32.2 M (105.6 FT) WEST-NORTHWEST OF TELEPHONE PEDESTAL
 AI9517'--L1495--, 30.8 M (101.0 FT) NORTHEAST OF UTILITY POLE --1716-36W12--,
 AI9517'2 M (6.6 FT) SOUTH OF A CULTIVATED FIELD, AND 0.9 M (3.0 FT) SOUTH OF
 AI9517'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI9517'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9517
 AI9517                          STATION RECOVERY (2003)
 AI9517
 AI9517'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9517'RECOVERED IN GOOD CONDITION.
 AI9517
 AI9517                          STATION RECOVERY (2005)
 AI9517
 AI9517'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9517'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M SOUTH, 1.0 M
 AI9517'NORTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9517
 AI9517                          STATION RECOVERY (2006)
 AI9517
 AI9517'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9517'RECOVERED IN GOOD CONDITION.
 AI9517
 AI9517                          STATION RECOVERY (2010)
 AI9517
 AI9517'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI9517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9519 ***********************************************************************
 AI9519  DESIGNATION -  3W95
 AI9519  PID         -  AI9519
 AI9519  STATE/COUNTY-  WI/WINNEBAGO
 AI9519  COUNTRY     -  US
 AI9519  USGS QUAD   -  VAN DYNE (2018)
 AI9519
 AI9519                         *CURRENT SURVEY CONTROL
 AI9519  ______________________________________________________________________
 AI9519* NAD 83(1986) POSITION- 43 56 05.43   (N) 088 32 37.13   (W)   HD_HELD1
 AI9519* NAVD 88 ORTHO HEIGHT -   243.973 (meters)      800.43  (feet) ADJUSTED
 AI9519  ______________________________________________________________________
 AI9519  GEOID HEIGHT    -        -36.166 (meters)                     GEOID18
 AI9519  DYNAMIC HEIGHT  -        243.921 (meters)      800.26  (feet) COMP
 AI9519  MODELED GRAVITY -    980,399.0   (mgal)                       NAVD 88
 AI9519
 AI9519  VERT ORDER      -  SECOND    CLASS I
 AI9519
 AI9519.The horizontal coordinates were determined by differentially corrected
 AI9519.hand held GPS observations or other comparable positioning techniques
 AI9519.and have an estimated accuracy of +/- 3 meters.
 AI9519
 AI9519.The orthometric height was determined by differential leveling and
 AI9519.adjusted by the WI DEPT OF TRANSP
 AI9519.in May 2012.
 AI9519
 AI9519.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9519.GEOID18 height accuracy estimate available here.
 AI9519
 AI9519.Click photographs - Photos may exist for this station.
 AI9519
 AI9519.The dynamic height is computed by dividing the NAVD 88
 AI9519.geopotential number by the normal gravity value computed on the
 AI9519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9519.degrees latitude (g = 980.6199 gals.).
 AI9519
 AI9519.The modeled gravity was interpolated from observed gravity values.
 AI9519
 AI9519;                    North         East    Units  Estimated Accuracy
 AI9519;SPC WI S     -   215,968.5     716,927.5     MT  (+/- 3 meters HH1 GPS) 
 AI9519
 AI9519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7610365794(NAD 83)
 AI9519
 AI9519                          SUPERSEDED SURVEY CONTROL
 AI9519
 AI9519  NAVD 88 (04/20/07)  243.945  (m)          800.34   (f) SUPERSEDED  2 1
 AI9519  NAVD 88 (02/05/01)  243.952  (m)          800.37   (f) SUPERSEDED  2 1
 AI9519
 AI9519.Superseded values are not recommended for survey control.
 AI9519
 AI9519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9519.See file dsdata.pdf to determine how the superseded data were derived.
 AI9519
 AI9519_MARKER: DD = SURVEY DISK
 AI9519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9519_STAMPING: 3W95 2000
 AI9519_MARK LOGO: WIDT
 AI9519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9519+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2009
 AI9519
 AI9519  HISTORY     - Date     Condition        Report By
 AI9519  HISTORY     - 1999     MONUMENTED       WIDT
 AI9519  HISTORY     - 20031214 GOOD             USPSQD
 AI9519  HISTORY     - 20050613 GOOD             WIDT
 AI9519  HISTORY     - 20061009 GOOD             USPSQD
 AI9519  HISTORY     - 20090730 GOOD             GEOCAC
 AI9519
 AI9519                          STATION DESCRIPTION
 AI9519
 AI9519'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9519'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) NORTH-NORTHWEST OF
 AI9519'FOND DU LAC AND 8.05 KM (5.00 MI) SOUTH OF OSHKOSH.
 AI9519'OWNERSHIP--WINNEBAGO COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 AI9519'OF US HIGHWAY 41 WITH STATE HIGHWAY 26, ABOUT 8.05 KM (5.00 MI) SOUTH
 AI9519'OF THE CITY OF OSHKOSH, GO EAST ON STATE HIGHWAY 26 FOR 0.32 KM (0.20
 AI9519'MI) TO COUNTY HIGHWAY N, TURN RIGHT AND GO EAST-SOUTHEAST ON COUNTY
 AI9519'HIGHWAY N FOR 3.06 KM (1.90 MI) TO COUNTY HIGHWAY I, TURN RIGHT AND GO
 AI9519'SOUTH ON COUNTY HIGHWAY I FOR 1.53 KM (0.95 MI) TO NEKIMI AVENUE,
 AI9519'CONTINUE SOUTH ON COUNTY HIGHWAY I FOR 0.32 KM (0.20 MI) TO THE
 AI9519'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI9519'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W95
 AI9519'2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI9519'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 AI9519'PAVEMENT.  THE STATION IS 13.5 M (44.3 FT) EAST OF THE CENTERLINE OF
 AI9519'COUNTY HIGHWAY I, 41.6 M (136.5 FT) SOUTH-SOUTHEAST OF POWER POLE
 AI9519'--M0-3-99 STP 5/35 IO--, 36.8 M (120.7 FT) SOUTH OF A TELEPHONE
 AI9519'PEDESTAL, 34.4 M (112.9 FT) NORTHEAST OF POWER POLE --LR407--, AND 0.7
 AI9519'M (2.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI9519'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9519'ABOVE THE HORIZON.
 AI9519
 AI9519                          STATION RECOVERY (2003)
 AI9519
 AI9519'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9519'RECOVERED IN GOOD CONDITION.
 AI9519
 AI9519                          STATION RECOVERY (2005)
 AI9519
 AI9519'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9519'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.15 MILE SOUTH OF
 AI9519'NEKIMI AVENUE ON COUNTY HIGHWAY I, ABOUT 51 M SOUTH OF THE EXTENDED
 AI9519'CENTERLINE OF THE DRIVEWAY TO THE RESIDENCE AT --1255--, AND IS 0.7 M
 AI9519'WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS
 AI9519'POSTS.  NOTE-- POWER POLE NUMBER --MO-3-99-STP 5/35 IO-- IS NOW
 AI9519'NUMBERED --1716 23E2-- AND POWER POLE NUMBER --LR407-- HAS ITS NUMBER
 AI9519'MISSING.
 AI9519
 AI9519                          STATION RECOVERY (2006)
 AI9519
 AI9519'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9519'RECOVERED IN GOOD CONDITION.
 AI9519
 AI9519                          STATION RECOVERY (2009)
 AI9519
 AI9519'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 AI9519'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9520 ***********************************************************************
 AI9520  DESIGNATION -  3W96
 AI9520  PID         -  AI9520
 AI9520  STATE/COUNTY-  WI/WINNEBAGO
 AI9520  COUNTRY     -  US
 AI9520  USGS QUAD   -  VAN DYNE (2018)
 AI9520
 AI9520                         *CURRENT SURVEY CONTROL
 AI9520  ______________________________________________________________________
 AI9520* NAD 83(1986) POSITION- 43 56 50.18   (N) 088 32 36.62   (W)   HD_HELD1
 AI9520* NAVD 88 ORTHO HEIGHT -   241.621 (meters)      792.72  (feet) ADJUSTED
 AI9520  ______________________________________________________________________
 AI9520  GEOID HEIGHT    -        -36.189 (meters)                     GEOID18
 AI9520  DYNAMIC HEIGHT  -        241.568 (meters)      792.54  (feet) COMP
 AI9520  MODELED GRAVITY -    980,397.0   (mgal)                       NAVD 88
 AI9520
 AI9520  VERT ORDER      -  SECOND    CLASS I
 AI9520
 AI9520.The horizontal coordinates were determined by differentially corrected
 AI9520.hand held GPS observations or other comparable positioning techniques
 AI9520.and have an estimated accuracy of +/- 3 meters.
 AI9520
 AI9520.The orthometric height was determined by differential leveling and
 AI9520.adjusted by the WI DEPT OF TRANSP
 AI9520.in May 2012.
 AI9520
 AI9520.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9520.GEOID18 height accuracy estimate available here.
 AI9520
 AI9520.Click photographs - Photos may exist for this station.
 AI9520
 AI9520.The dynamic height is computed by dividing the NAVD 88
 AI9520.geopotential number by the normal gravity value computed on the
 AI9520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9520.degrees latitude (g = 980.6199 gals.).
 AI9520
 AI9520.The modeled gravity was interpolated from observed gravity values.
 AI9520
 AI9520;                    North         East    Units  Estimated Accuracy
 AI9520;SPC WI S     -   217,349.6     716,914.8     MT  (+/- 3 meters HH1 GPS) 
 AI9520
 AI9520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7614067174(NAD 83)
 AI9520
 AI9520                          SUPERSEDED SURVEY CONTROL
 AI9520
 AI9520  NAVD 88 (04/20/07)  241.592  (m)          792.62   (f) SUPERSEDED  2 1
 AI9520  NAVD 88 (02/05/01)  241.599  (m)          792.65   (f) SUPERSEDED  2 1
 AI9520
 AI9520.Superseded values are not recommended for survey control.
 AI9520
 AI9520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9520.See file dsdata.pdf to determine how the superseded data were derived.
 AI9520
 AI9520_MARKER: DD = SURVEY DISK
 AI9520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9520_STAMPING: 3W96 2000
 AI9520_MARK LOGO: WIDT
 AI9520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9520+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2009
 AI9520
 AI9520  HISTORY     - Date     Condition        Report By
 AI9520  HISTORY     - 1999     MONUMENTED       WIDT
 AI9520  HISTORY     - 20031214 GOOD             USPSQD
 AI9520  HISTORY     - 20050613 GOOD             WIDT
 AI9520  HISTORY     - 20061009 GOOD             USPSQD
 AI9520  HISTORY     - 20090730 GOOD             GEOCAC
 AI9520
 AI9520                          STATION DESCRIPTION
 AI9520
 AI9520'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9520'THE STATION IS LOCATED ABOUT 20.92 KM (13.00 MI) NORTH-NORTHWEST OF
 AI9520'FOND DU LAC AND 6.44 KM (4.00 MI) SOUTH OF OSHKOSH.
 AI9520'OWNERSHIP--WINNEBAGO COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 AI9520'OF US HIGHWAY 41 WITH STATE HIGHWAY 26, ABOUT 8.05 KM (5.00 MI) SOUTH
 AI9520'OF THE CITY OF OSHKOSH, GO EAST ON STATE HIGHWAY 26 FOR 0.32 KM (0.20
 AI9520'MI) TO COUNTY HIGHWAY N, TURN RIGHT AND GO EAST-SOUTHEAST ON COUNTY
 AI9520'HIGHWAY N FOR 3.06 KM (1.90 MI) TO COUNTY HIGHWAY I, TURN RIGHT AND GO
 AI9520'SOUTH ON COUNTY HIGHWAY I FOR 0.48 KM (0.30 MI) TO THE STATION ON THE
 AI9520'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI9520'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W96 2000-- SET IN THE
 AI9520'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI9520'AND ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 AI9520'12.9 M (42.3 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY I, 84 M
 AI9520'(275.6 FT) SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE --1596--, 70 M
 AI9520'(229.7 FT) NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE --1558--, 2 M
 AI9520'(6.6 FT) WEST OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) WEST OF A
 AI9520'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI9520'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9520
 AI9520                          STATION RECOVERY (2003)
 AI9520
 AI9520'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9520'RECOVERED IN GOOD CONDITION.
 AI9520
 AI9520                          STATION RECOVERY (2005)
 AI9520
 AI9520'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9520'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 AI9520'NORTHEAST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9520
 AI9520                          STATION RECOVERY (2006)
 AI9520
 AI9520'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9520'RECOVERED IN GOOD CONDITION.
 AI9520
 AI9520                          STATION RECOVERY (2009)
 AI9520
 AI9520'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 AI9520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9521 ***********************************************************************
 AI9521  DESIGNATION -  3W97
 AI9521  PID         -  AI9521
 AI9521  STATE/COUNTY-  WI/WINNEBAGO
 AI9521  COUNTRY     -  US
 AI9521  USGS QUAD   -  VAN DYNE (2018)
 AI9521
 AI9521                         *CURRENT SURVEY CONTROL
 AI9521  ______________________________________________________________________
 AI9521* NAD 83(2011) POSITION- 43 57 28.83935(N) 088 32 36.85252(W)   ADJUSTED
 AI9521* NAD 83(2011) ELLIP HT-   205.732 (meters)        (06/27/12)   ADJUSTED
 AI9521* NAD 83(2011) EPOCH   -  2010.00
 AI9521* NAVD 88 ORTHO HEIGHT -   241.940 (meters)      793.76  (feet) ADJUSTED
 AI9521  ______________________________________________________________________
 AI9521  GEOID HEIGHT    -        -36.208 (meters)                     GEOID18
 AI9521  NAD 83(2011) X  -    116,888.221 (meters)                     COMP
 AI9521  NAD 83(2011) Y  - -4,597,378.438 (meters)                     COMP
 AI9521  NAD 83(2011) Z  -  4,404,877.163 (meters)                     COMP
 AI9521  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 AI9521  DYNAMIC HEIGHT  -        241.886 (meters)      793.59  (feet) COMP
 AI9521  MODELED GRAVITY -    980,394.5   (mgal)                       NAVD 88
 AI9521
 AI9521  VERT ORDER      -  SECOND    CLASS I
 AI9521
 AI9521  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI9521  Standards:
 AI9521         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI9521            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI9521  -------------------------------------------------------------------
 AI9521  NETWORK    0.27   0.29           0.12   0.10   0.15     -0.00098553
 AI9521  -------------------------------------------------------------------
 AI9521  Click here for local accuracies and other accuracy information.
 AI9521
 AI9521.The horizontal coordinates were established by GPS observations
 AI9521.and adjusted by the National Geodetic Survey in June 2012.
 AI9521
 AI9521.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI9521.been affixed to the stable North American tectonic plate. See 
 AI9521.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI9521
 AI9521.The horizontal coordinates are valid at the epoch date displayed above
 AI9521.which is a decimal equivalence of Year/Month/Day.
 AI9521
 AI9521.The orthometric height was determined by differential leveling and
 AI9521.adjusted by the WI DEPT OF TRANSP
 AI9521.in May 2012.
 AI9521
 AI9521.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9521.GEOID18 height accuracy estimate available here.
 AI9521
 AI9521.Click photographs - Photos may exist for this station.
 AI9521
 AI9521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9521
 AI9521.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI9521
 AI9521.The ellipsoidal height was determined by GPS observations
 AI9521.and is referenced to NAD 83.
 AI9521
 AI9521.The dynamic height is computed by dividing the NAVD 88
 AI9521.geopotential number by the normal gravity value computed on the
 AI9521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9521.degrees latitude (g = 980.6199 gals.).
 AI9521
 AI9521.The modeled gravity was interpolated from observed gravity values.
 AI9521
 AI9521. The following values were computed from the NAD 83(2011) position.
 AI9521
 AI9521;                    North         East     Units Scale Factor Converg.
 AI9521;SPC WI S     -   218,542.485   716,888.734   MT  0.99997974   +1 00 02.6
 AI9521;SPC WI S     -   717,001.47  2,351,992.45   sFT  0.99997974   +1 00 02.6
 AI9521;UTM  16      - 4,868,367.302   376,157.823   MT  0.99978863   -1 04 17.7
 AI9521
 AI9521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9521!SPC WI S     -   0.99996774  x   0.99997974  =   0.99994748
 AI9521!UTM  16      -   0.99996774  x   0.99978863  =   0.99975638
 AI9521
 AI9521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7615768367(NAD 83)
 AI9521
 AI9521                          SUPERSEDED SURVEY CONTROL
 AI9521
 AI9521  NAD 83(2007)-  43 57 28.83942(N)    088 32 36.85332(W) AD(2002.00) 0
 AI9521  ELLIP H (02/10/07)  205.770  (m)                       GP(2002.00)    
 AI9521  NAD 83(1997)-  43 57 28.83935(N)    088 32 36.85364(W) AD(       ) 1
 AI9521  ELLIP H (07/20/01)  205.770  (m)                       GP(       ) 4 1
 AI9521  NAVD 88             241.91   (m)          793.7    (f) LEVELING    3  
 AI9521  NAVD 88 (04/20/07)  241.911  (m)          793.67   (f) SUPERSEDED  2 1
 AI9521  NAVD 88             241.92   (m)          793.7    (f) LEVELING    3  
 AI9521  NAVD 88 (02/05/01)  241.918  (m)          793.69   (f) SUPERSEDED  2 1
 AI9521
 AI9521.Superseded values are not recommended for survey control.
 AI9521
 AI9521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9521.See file dsdata.pdf to determine how the superseded data were derived.
 AI9521
 AI9521_MARKER: DD = SURVEY DISK
 AI9521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9521_STAMPING: 3W97 2000
 AI9521_MARK LOGO: WIDT
 AI9521_PROJECTION: FLUSH
 AI9521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9521+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2010
 AI9521
 AI9521  HISTORY     - Date     Condition        Report By
 AI9521  HISTORY     - 1999     MONUMENTED       WIDT
 AI9521  HISTORY     - 1999     GOOD             WIDT
 AI9521  HISTORY     - 20031214 GOOD             USPSQD
 AI9521  HISTORY     - 20060112 GOOD             WIDT
 AI9521  HISTORY     - 20061009 GOOD             USPSQD
 AI9521  HISTORY     - 20100624 GOOD             GEOCAC
 AI9521
 AI9521                          STATION DESCRIPTION
 AI9521
 AI9521'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9521'THE STATION IS LOCATED ABOUT 22.53 KM (14.00 MI) NORTH-NORTHWEST OF
 AI9521'FOND DU LAC AND 4.83 KM (3.00 MI) SOUTH OF OSHKOSH.
 AI9521'OWNERSHIP--WINNEBAGO COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 AI9521'OF US HIGHWAY 41 WITH STATE HIGHWAY 26, ABOUT 8.05 KM (5.00 MI) SOUTH
 AI9521'OF THE CITY OF OSHKOSH, GO EAST ON STATE HIGHWAY 26 FOR 0.32 KM (0.20
 AI9521'MI) TO COUNTY HIGHWAY N, TURN RIGHT AND GO EAST-SOUTHEAST ON COUNTY
 AI9521'HIGHWAY N FOR 3.05 KM (1.90 MI) TO COUNTY HIGHWAY I, TURN LEFT AND GO
 AI9521'NORTH ON COUNTY HIGHWAY I FOR 0.72 KM (0.45 MI) TO THE STATION ON THE
 AI9521'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI9521'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3W97 2000-- SET IN THE
 AI9521'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI9521'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.9 M (32.5
 AI9521'FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY I, 77 M (252.6 FT) NORTH
 AI9521'OF THE CENTERLINE OF A PRIVATE ENTRANCE --4413--/--4405--, 15.2 M
 AI9521'(49.9 FT) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL, 13 M (42.7 FT) EAST
 AI9521'OF THE CENTERLINE OF PRIVATE ENTRANCE, AND 1.1 M (3.6 FT) EAST OF A
 AI9521'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 AI9521'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9521
 AI9521                          STATION RECOVERY (1999)
 AI9521
 AI9521'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 AI9521'RECOVERED AS DESCRIBED.
 AI9521
 AI9521                          STATION RECOVERY (2003)
 AI9521
 AI9521'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9521'RECOVERED IN GOOD CONDITION.
 AI9521
 AI9521                          STATION RECOVERY (2006)
 AI9521
 AI9521'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI9521'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 0.4 MILE NORTH OF
 AI9521'THE INTERSECTION OF COUNTY HIGHWAY I WITH COUNTY HIGHWAY N WEST AND
 AI9521'FISK AVENUE EAST, 0.1 MILE SOUTH OF BRENLAND ROAD, AND HAS A RECENT
 AI9521'SCRAPE ON THE DISK.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M NORTHEAST,
 AI9521'AND 1.0 M SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.  THERE IS
 AI9521'NO WHITE PLASTIC WITNESS POST PRESENT.
 AI9521
 AI9521                          STATION RECOVERY (2006)
 AI9521
 AI9521'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9521'RECOVERED IN GOOD CONDITION.  ONE OF THE ORANGE GUARD POSTS IS BROKEN
 AI9521'AND LYING ON THE GROUND.
 AI9521
 AI9521                          STATION RECOVERY (2010)
 AI9521
 AI9521'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI9521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6098 ***********************************************************************
 AI6098  DESIGNATION -  3X01
 AI6098  PID         -  AI6098
 AI6098  STATE/COUNTY-  WI/FOND DU LAC
 AI6098  COUNTRY     -  US
 AI6098  USGS QUAD   -  LOMIRA (2018)
 AI6098
 AI6098                         *CURRENT SURVEY CONTROL
 AI6098  ______________________________________________________________________
 AI6098* NAD 83(1986) POSITION- 43 32 53.3    (N) 088 24 01.1    (W)   HD_HELD2
 AI6098* NAVD 88 ORTHO HEIGHT -   306.549 (meters)     1005.74  (feet) ADJUSTED
 AI6098  ______________________________________________________________________
 AI6098  GEOID HEIGHT    -        -35.176 (meters)                     GEOID18
 AI6098  DYNAMIC HEIGHT  -        306.480 (meters)     1005.51  (feet) COMP
 AI6098  MODELED GRAVITY -    980,387.2   (mgal)                       NAVD 88
 AI6098
 AI6098  VERT ORDER      -  SECOND    CLASS I
 AI6098
 AI6098.The horizontal coordinates were established by autonomous hand held GPS
 AI6098.observations and have an estimated accuracy of +/- 10 meters.
 AI6098
 AI6098.The orthometric height was determined by differential leveling and
 AI6098.adjusted by the WI DEPT OF TRANSP
 AI6098.in May 2012.
 AI6098
 AI6098.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6098.GEOID18 height accuracy estimate available here.
 AI6098
 AI6098.Click photographs - Photos may exist for this station.
 AI6098
 AI6098.The dynamic height is computed by dividing the NAVD 88
 AI6098.geopotential number by the normal gravity value computed on the
 AI6098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6098.degrees latitude (g = 980.6199 gals.).
 AI6098
 AI6098.The modeled gravity was interpolated from observed gravity values.
 AI6098
 AI6098;                    North         East    Units  Estimated Accuracy
 AI6098;SPC WI S     -   173,224.      729,259.      MT  (+/- 10 meters HH2 GPS)
 AI6098
 AI6098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8688222640(NAD 83)
 AI6098
 AI6098                          SUPERSEDED SURVEY CONTROL
 AI6098
 AI6098  NAVD 88 (04/20/07)  306.520  (m)         1005.64   (f) SUPERSEDED  2 1
 AI6098  NAVD 88 (10/20/00)  306.502  (m)         1005.58   (f) SUPERSEDED  2 1
 AI6098
 AI6098.Superseded values are not recommended for survey control.
 AI6098
 AI6098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6098.See file dsdata.pdf to determine how the superseded data were derived.
 AI6098
 AI6098_MARKER: DD = SURVEY DISK
 AI6098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6098_STAMPING: 3X01 1999
 AI6098_MARK LOGO: WIDT
 AI6098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6098+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 AI6098
 AI6098  HISTORY     - Date     Condition        Report By
 AI6098  HISTORY     - 1999     MONUMENTED       WIDT
 AI6098  HISTORY     - 20031108 GOOD             USPSQD
 AI6098  HISTORY     - 20040720 GOOD             WIDT
 AI6098
 AI6098                          STATION DESCRIPTION
 AI6098
 AI6098'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6098'THE STATION IS LOCATED ABOUT 27.4 KM (17.00 MI) SOUTH OF FOND DU LAC
 AI6098'AND 6.4 KM (3.95 MI) NORTHEAST OF THERESA.  OWNERSHIP--WASHINGTON
 AI6098'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI6098'STATE HIGHWAY 28 APPROXIMATELY 4.8 KM (3.00 MI) NORTHEAST OF THE
 AI6098'VILLAGE OF THERESA, GO EAST ON STATE HIGHWAY 28 FOR 0.24 KM (0.15 MI)
 AI6098'TO COUNTY HIGHWAY H ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY
 AI6098'HIGHWAY H FOR 1.3 KM (0.80 MI) TO THE STATION ON THE RIGHT.  THE
 AI6098'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6098'SURVEY CONTROL STATION DISK STAMPED --3X01 1999-- AND SET IN THE TOP
 AI6098'OF A 41-CM (16-INCH) DIAMETER CONCRETE POST PROJECTING 4-CM (1.6
 AI6098'INCHES) ABOVE THE GROUND AND ABOUT 4 M (13.1 FT) ABOVE THE HIGHWAY
 AI6098'PAVEMENT.  THE STATION IS 13.5 M (44.3 FT) EAST OF THE CENTERLINE OF
 AI6098'COUNTY HIGHWAY H, 45.7 M (149.9 FT) SOUTHWEST OF POWER POLE --75-7256
 AI6098'40-5--, 40.8 M (133.9 FT) NORTHWEST OF POWER POLE --75-7257 40-5--, 5
 AI6098'M (16.4 FT) WEST OF A CULTIVATED FIELD AND 1.0 M (3.3 FT) WEST OF A
 AI6098'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6098'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6098
 AI6098                          STATION RECOVERY (2003)
 AI6098
 AI6098'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6098'RECOVERED IN GOOD CONDITION.
 AI6098
 AI6098                          STATION RECOVERY (2004)
 AI6098
 AI6098'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6098'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6098'IS THE CENTER OF A TRIANGLE FORMED BY THREE WHITE WITNESS POSTS. THE
 AI6098'STATION IS 0.18 MILES SOUTH OF ROLLING DRIVE AND 0.77 MILES NORTH OF
 AI6098'STATE HIGHWAY 28.  THE STATION IS 45.7 M NORTHEAST OF POWER POLE
 AI6098'--75-7256 40-5--, AND SOUTHEAST OF POWER POLE --75-7257 40-5--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6097 ***********************************************************************
 AI6097  DESIGNATION -  3X02
 AI6097  PID         -  AI6097
 AI6097  STATE/COUNTY-  WI/DODGE
 AI6097  COUNTRY     -  US
 AI6097  USGS QUAD   -  LOMIRA (2018)
 AI6097
 AI6097                         *CURRENT SURVEY CONTROL
 AI6097  ______________________________________________________________________
 AI6097* NAD 83(1986) POSITION- 43 33 40.3    (N) 088 24 02.4    (W)   HD_HELD2
 AI6097* NAVD 88 ORTHO HEIGHT -   314.766 (meters)     1032.69  (feet) ADJUSTED
 AI6097  ______________________________________________________________________
 AI6097  GEOID HEIGHT    -        -35.205 (meters)                     GEOID18
 AI6097  DYNAMIC HEIGHT  -        314.696 (meters)     1032.47  (feet) COMP
 AI6097  MODELED GRAVITY -    980,387.5   (mgal)                       NAVD 88
 AI6097
 AI6097  VERT ORDER      -  SECOND    CLASS I
 AI6097
 AI6097.The horizontal coordinates were established by autonomous hand held GPS
 AI6097.observations and have an estimated accuracy of +/- 10 meters.
 AI6097
 AI6097.The orthometric height was determined by differential leveling and
 AI6097.adjusted by the WI DEPT OF TRANSP
 AI6097.in May 2012.
 AI6097
 AI6097.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6097.GEOID18 height accuracy estimate available here.
 AI6097
 AI6097.Click photographs - Photos may exist for this station.
 AI6097
 AI6097.The dynamic height is computed by dividing the NAVD 88
 AI6097.geopotential number by the normal gravity value computed on the
 AI6097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6097.degrees latitude (g = 980.6199 gals.).
 AI6097
 AI6097.The modeled gravity was interpolated from observed gravity values.
 AI6097
 AI6097;                    North         East    Units  Estimated Accuracy
 AI6097;SPC WI S     -   174,673.      729,202.      MT  (+/- 10 meters HH2 GPS)
 AI6097
 AI6097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8687724090(NAD 83)
 AI6097
 AI6097                          SUPERSEDED SURVEY CONTROL
 AI6097
 AI6097  NAVD 88 (04/20/07)  314.738  (m)         1032.60   (f) SUPERSEDED  2 1
 AI6097  NAVD 88 (10/20/00)  314.720  (m)         1032.54   (f) SUPERSEDED  2 1
 AI6097
 AI6097.Superseded values are not recommended for survey control.
 AI6097
 AI6097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6097.See file dsdata.pdf to determine how the superseded data were derived.
 AI6097
 AI6097_MARKER: DD = SURVEY DISK
 AI6097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6097_STAMPING: 3X02 1999
 AI6097_MARK LOGO: WIDT
 AI6097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6097+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI6097
 AI6097  HISTORY     - Date     Condition        Report By
 AI6097  HISTORY     - 1999     MONUMENTED       WIDT
 AI6097  HISTORY     - 20030806 GOOD             USPSQD
 AI6097  HISTORY     - 20040720 GOOD             WIDT
 AI6097  HISTORY     - 20060910 GOOD             USPSQD
 AI6097
 AI6097                          STATION DESCRIPTION
 AI6097
 AI6097'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6097'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) SOUTH OF FOND DU LAC
 AI6097'AND 6.4 KM (3.95 MI) NORTHEAST OF THERESA.  OWNERSHIP--DODGE COUNTY.
 AI6097'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 AI6097'HIGHWAY 28 APPROXIMATELY 4.8 KM (3.00 MI) NORTHEAST OF THE VILLAGE OF
 AI6097'THERESA, GO EAST ON STATE HIGHWAY 28 FOR 0.24 KM (0.15 MI) TO COUNTY
 AI6097'HIGHWAY H ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY H FOR
 AI6097'2.7 KM (1.65 MI) TO OAK DRIVE AND SUPERIOR ROAD (RIGHT) CONTINUE NORTH
 AI6097'ON COUNTY HIGHWAY H FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT.
 AI6097'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6097'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3X02 1999-- AND SET IN
 AI6097'THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST PROJECTING 4 CM
 AI6097'(1.6 INCHES) ABOVE THE GROUND AND ABOUT 4 M (13.1 FT) ABOVE THE
 AI6097'HIGHWAY PAVEMENT.  THE STATION IS 10.7 M (35.1 FT) WEST OF THE
 AI6097'CENTERLINE OF COUNTY HIGHWAY H, 123 M (403.5 FT) NORTH OF THE
 AI6097'CENTERLINE OF A FIELD ENTRANCE, 58.1 M (190.6 FT) SOUTH-SOUTHEAST OF
 AI6097'POWER POLE --58 30844--, 26.5 M (86.9 FT) SOUTH OF A METAL POST FOR A
 AI6097'--R/W-- SIGN, 3 M (9.8 FT) EAST OF A CULTIVATED FIELD, AND 1.0 M (3.3
 AI6097'FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI6097'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6097'HORIZON EXCEPT FOR TREES IN THE NORTHWEST QUADRANT EXTENDING TO 18
 AI6097'DEGREES.
 AI6097
 AI6097                          STATION RECOVERY (2003)
 AI6097
 AI6097'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6097'RECOVERED IN GOOD CONDITION.  CORRECTION IN 1999 DESCRIPTION-- THE
 AI6097'STATION IS ABOUT 0.4 M (NOT 4 M) ABOVE ROAD LEVEL.
 AI6097
 AI6097                          STATION RECOVERY (2004)
 AI6097
 AI6097'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6097'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6097'IS .8 M EAST, .8 M NORTHWEST AND 1 M SOUTHWEST OF THREE WHITE WITNESS
 AI6097'POSTS.  THE STATION IS 0.4 M ABOVE (NOT 4 M BELOW) THE HIGHWAY
 AI6097'PAVEMENT.  STATION IS 37.5 M NORTH-NORTHWEST OF A --LEFT TURN ARROW--
 AI6097'SIGN.  CULTIVATED FIELD NOW A MARSHY AREA WITH AN INDISTINGUISHABLE
 AI6097'EDGE.
 AI6097
 AI6097                          STATION RECOVERY (2006)
 AI6097
 AI6097'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6096 ***********************************************************************
 AI6096  DESIGNATION -  3X03
 AI6096  PID         -  AI6096
 AI6096  STATE/COUNTY-  WI/DODGE
 AI6096  COUNTRY     -  US
 AI6096  USGS QUAD   -  LOMIRA (2018)
 AI6096
 AI6096                         *CURRENT SURVEY CONTROL
 AI6096  ______________________________________________________________________
 AI6096* NAD 83(1986) POSITION- 43 33 59.8    (N) 088 24 55.3    (W)   HD_HELD2
 AI6096* NAVD 88 ORTHO HEIGHT -   303.265 (meters)      994.96  (feet) ADJUSTED
 AI6096  ______________________________________________________________________
 AI6096  GEOID HEIGHT    -        -35.224 (meters)                     GEOID18
 AI6096  DYNAMIC HEIGHT  -        303.197 (meters)      994.74  (feet) COMP
 AI6096  MODELED GRAVITY -    980,387.7   (mgal)                       NAVD 88
 AI6096
 AI6096  VERT ORDER      -  SECOND    CLASS I
 AI6096
 AI6096.The horizontal coordinates were established by autonomous hand held GPS
 AI6096.observations and have an estimated accuracy of +/- 10 meters.
 AI6096
 AI6096.The orthometric height was determined by differential leveling and
 AI6096.adjusted by the WI DEPT OF TRANSP
 AI6096.in May 2012.
 AI6096
 AI6096.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6096.GEOID18 height accuracy estimate available here.
 AI6096
 AI6096.Click photographs - Photos may exist for this station.
 AI6096
 AI6096.The dynamic height is computed by dividing the NAVD 88
 AI6096.geopotential number by the normal gravity value computed on the
 AI6096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6096.degrees latitude (g = 980.6199 gals.).
 AI6096
 AI6096.The modeled gravity was interpolated from observed gravity values.
 AI6096
 AI6096;                    North         East    Units  Estimated Accuracy
 AI6096;SPC WI S     -   175,252.      728,004.      MT  (+/- 10 meters HH2 GPS)
 AI6096
 AI6096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8570124712(NAD 83)
 AI6096
 AI6096                          SUPERSEDED SURVEY CONTROL
 AI6096
 AI6096  NAVD 88 (04/20/07)  303.236  (m)          994.87   (f) SUPERSEDED  2 1
 AI6096  NAVD 88 (10/20/00)  303.220  (m)          994.81   (f) SUPERSEDED  2 1
 AI6096
 AI6096.Superseded values are not recommended for survey control.
 AI6096
 AI6096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6096.See file dsdata.pdf to determine how the superseded data were derived.
 AI6096
 AI6096_MARKER: DD = SURVEY DISK
 AI6096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6096_STAMPING: 3X03 1999
 AI6096_MARK LOGO: WIDT
 AI6096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6096+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI6096
 AI6096  HISTORY     - Date     Condition        Report By
 AI6096  HISTORY     - 1999     MONUMENTED       WIDT
 AI6096  HISTORY     - 20030806 GOOD             USPSQD
 AI6096  HISTORY     - 20040720 GOOD             WIDT
 AI6096  HISTORY     - 20060910 GOOD             USPSQD
 AI6096
 AI6096                          STATION DESCRIPTION
 AI6096
 AI6096'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6096'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) SOUTH OF FOND DU LAC
 AI6096'AND 3.2 KM (2.00 MI) SOUTHEAST OF LOMIRA.  OWNERSHIP--TOWN OF LOMIRA.
 AI6096'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 AI6096'HIGHWAY 28 APPROXIMATELY 4.8 KM (3.00 MI) NORTHEAST OF THE VILLAGE OF
 AI6096'THERESA, GO EAST ON STATE HIGHWAY 28 FOR 0.24 KM (0.15 MI) TO COUNTY
 AI6096'HIGHWAY H ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY H FOR
 AI6096'3.1 KM (1.90 MI) TO GOLDEN CORNERS ROAD ON THE RIGHT, CONTINUE WEST ON
 AI6096'COUNTY HIGHWAY H FOR 1.21 KM (0.75 MI) TO SPRING VALLEY ROAD ON THE
 AI6096'RIGHT, TURN RIGHT AND GO NORTH ON SPRING VALLEY ROAD FOR 0.2 KM (0.10
 AI6096'MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 AI6096'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6096'STAMPED --3X03 1999-- AND SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI6096'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) BELOW THE
 AI6096'ROAD PAVEMENT.  THE STATION IS 9.5 M (31.2 FT) WEST OF THE CENTERLINE
 AI6096'OF SPRING VALLEY ROAD, 54.8 M (179.8 FT) SOUTH-SOUTHEAST OF POWER POLE
 AI6096'--61-70046--, 35.2 M (115.5 FT) NORTHWEST OF POWER POLE --61-70045--,
 AI6096'3 M (9.8 FT) EAST OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) EAST OF A
 AI6096'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6096'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 AI6096'FOR POWER LINES IN NORTHEAST QUADRANT EXTENDING TO 20 DEGREES AND A
 AI6096'POWER POLE IN THE SOUTHEAST QUADRANT EXTENDING TO 18 DEGREES.
 AI6096
 AI6096                          STATION RECOVERY (2003)
 AI6096
 AI6096'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6096'RECOVERED IN GOOD CONDITION.
 AI6096
 AI6096                          STATION RECOVERY (2004)
 AI6096
 AI6096'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6096'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6096'IS THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI6096'POSTS.
 AI6096
 AI6096                          STATION RECOVERY (2006)
 AI6096
 AI6096'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6095 ***********************************************************************
 AI6095  DESIGNATION -  3X04
 AI6095  PID         -  AI6095
 AI6095  STATE/COUNTY-  WI/DODGE
 AI6095  COUNTRY     -  US
 AI6095  USGS QUAD   -  LOMIRA (2018)
 AI6095
 AI6095                         *CURRENT SURVEY CONTROL
 AI6095  ______________________________________________________________________
 AI6095* NAD 83(2011) POSITION- 43 34 59.08337(N) 088 24 54.72397(W)   ADJUSTED
 AI6095* NAD 83(2011) ELLIP HT-   267.861 (meters)        (06/27/12)   ADJUSTED
 AI6095* NAD 83(2011) EPOCH   -  2010.00
 AI6095* NAVD 88 ORTHO HEIGHT -   303.119 (meters)      994.48  (feet) ADJUSTED
 AI6095  ______________________________________________________________________
 AI6095  GEOID HEIGHT    -        -35.262 (meters)                     GEOID18
 AI6095  NAD 83(2011) X  -    127,986.438 (meters)                     COMP
 AI6095  NAD 83(2011) Y  - -4,625,957.617 (meters)                     COMP
 AI6095  NAD 83(2011) Z  -  4,374,837.258 (meters)                     COMP
 AI6095  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 AI6095  DYNAMIC HEIGHT  -        303.052 (meters)      994.26  (feet) COMP
 AI6095  MODELED GRAVITY -    980,387.9   (mgal)                       NAVD 88
 AI6095
 AI6095  VERT ORDER      -  SECOND    CLASS I
 AI6095
 AI6095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6095  Standards:
 AI6095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6095  -------------------------------------------------------------------
 AI6095  NETWORK    0.56   0.59           0.26   0.18   0.30      0.04523098
 AI6095  -------------------------------------------------------------------
 AI6095  Click here for local accuracies and other accuracy information.
 AI6095
 AI6095.The horizontal coordinates were established by GPS observations
 AI6095.and adjusted by the National Geodetic Survey in June 2012.
 AI6095
 AI6095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6095.been affixed to the stable North American tectonic plate. See 
 AI6095.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6095
 AI6095.The horizontal coordinates are valid at the epoch date displayed above
 AI6095.which is a decimal equivalence of Year/Month/Day.
 AI6095
 AI6095.The orthometric height was determined by differential leveling and
 AI6095.adjusted by the WI DEPT OF TRANSP
 AI6095.in May 2012.
 AI6095
 AI6095.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6095.GEOID18 height accuracy estimate available here.
 AI6095
 AI6095.Click photographs - Photos may exist for this station.
 AI6095
 AI6095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6095
 AI6095.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6095
 AI6095.The ellipsoidal height was determined by GPS observations
 AI6095.and is referenced to NAD 83.
 AI6095
 AI6095.The dynamic height is computed by dividing the NAVD 88
 AI6095.geopotential number by the normal gravity value computed on the
 AI6095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6095.degrees latitude (g = 980.6199 gals.).
 AI6095
 AI6095.The modeled gravity was interpolated from observed gravity values.
 AI6095
 AI6095. The following values were computed from the NAD 83(2011) position.
 AI6095
 AI6095;                    North         East     Units Scale Factor Converg.
 AI6095;SPC WI S     -   177,081.870   727,981.697   MT  0.99993757   +1 05 20.1
 AI6095;SPC WI S     -   580,976.10  2,388,386.62   sFT  0.99993757   +1 05 20.1
 AI6095;UTM  16      - 4,826,540.888   385,745.417   MT  0.99976057   -0 58 32.7
 AI6095
 AI6095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6095!SPC WI S     -   0.99995800  x   0.99993757  =   0.99989557
 AI6095!UTM  16      -   0.99995800  x   0.99976057  =   0.99971858
 AI6095
 AI6095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8574526540(NAD 83)
 AI6095
 AI6095                          SUPERSEDED SURVEY CONTROL
 AI6095
 AI6095  NAD 83(2007)-  43 34 59.08339(N)    088 24 54.72481(W) AD(2002.00) 0
 AI6095  ELLIP H (02/10/07)  267.897  (m)                       GP(2002.00)    
 AI6095  ELLIP H (11/17/00)  267.905  (m)                       GP(       ) 3 2
 AI6095  NAD 83(1997)-  43 34 59.08333(N)    088 24 54.72494(W) AD(       ) 1
 AI6095  ELLIP H (07/06/00)  267.905  (m)                       GP(       ) 2 1
 AI6095  NAVD 88             303.09   (m)          994.4    (f) LEVELING    3  
 AI6095  NAVD 88 (04/20/07)  303.091  (m)          994.39   (f) SUPERSEDED  2 1
 AI6095  NAVD 88 (10/20/00)  303.075  (m)          994.34   (f) SUPERSEDED  2 1
 AI6095  NAVD 88 (07/06/00)  303.08   (m)  GEOID99  model used  GPS OBS        
 AI6095
 AI6095.Superseded values are not recommended for survey control.
 AI6095
 AI6095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6095.See file dsdata.pdf to determine how the superseded data were derived.
 AI6095
 AI6095_MARKER: DD = SURVEY DISK
 AI6095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6095_STAMPING: 3X04 1999
 AI6095_MARK LOGO: WIDT
 AI6095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6095+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI6095
 AI6095  HISTORY     - Date     Condition        Report By
 AI6095  HISTORY     - 1999     MONUMENTED       WIDT
 AI6095  HISTORY     - 20030806 GOOD             USPSQD
 AI6095  HISTORY     - 20040720 GOOD             WIDT
 AI6095  HISTORY     - 20060910 GOOD             USPSQD
 AI6095
 AI6095                          STATION DESCRIPTION
 AI6095
 AI6095'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6095'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) SOUTH OF FOND DU LAC
 AI6095'AND 2.4 KM (1.50 MI) EAST-SOUTHEAST OF LOMIRA.  OWNERSHIP--TOWN OF
 AI6095'LOMIRA.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI6095'STATE HIGHWAY 28 APPROXIMATELY 4.8 KM (3.00 MI) NORTHEAST OF THE
 AI6095'VILLAGE OF THERESA, GO EAST ON STATE HIGHWAY 28 FOR 0.24 KM (0.15 MI)
 AI6095'TO COUNTY HIGHWAY H ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY
 AI6095'HIGHWAY H FOR 4.26 KM (2.65 MI) TO SPRING VALLEY ROAD ON THE RIGHT,
 AI6095'TURN RIGHT AND GO NORTH ON SPRING VALLEY ROAD FOR 1.9 KM (1.20 MI) TO
 AI6095'THE STATION ON THE RIGHT, OR TO REACH THE STATION FROM THE JUNCTION OF
 AI6095'US HIGHWAY 41 WITH STATE HIGHWAY 67 APPROXIMATELY 1.6 KM (1.00 MI)
 AI6095'EAST OF THE VILLAGE OF LOMIRA, GO EAST ON STATE HIGHWAY 67 FOR 1.21 KM
 AI6095'(0.75 MI) TO SPRING VALLEY ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH
 AI6095'ON SPRING VALLEY ROAD FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT.
 AI6095'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6095'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3X04 1999-- AND SET IN
 AI6095'THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST PROJECTING 4 CM
 AI6095'(1.6 INCHES) ABOVE THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE ROAD
 AI6095'PAVEMENT.  THE STATION IS 8.8 M (28.9 FT) EAST OF THE CENTERLINE OF
 AI6095'SPRING VALLEY ROAD, 47.3 M (155.2 FT) SOUTH-SOUTHEAST OF A METAL POST
 AI6095'OF A --TOWN OF LOMIRA N10825-- SIGN, 37 M (121.4 FT) SOUTH OF EXTENDED
 AI6095'CENTERLINE OF PRIVATE ENTRANCE --N10825--, 1.1 M (3.6 FT) WEST OF A
 AI6095'NORTH/SOUTH FENCE LINE, AND 0.9 M (3.0 FT) WEST OF A WHITE PLASTIC
 AI6095'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI6095'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6095
 AI6095                          STATION RECOVERY (2003)
 AI6095
 AI6095'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6095'RECOVERED IN GOOD CONDITION.
 AI6095
 AI6095                          STATION RECOVERY (2004)
 AI6095
 AI6095'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6095'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6095'IS THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI6095'POSTS.  THE STATION IS 0.29 MILE (NOT 0.20 MILES) SOUTH FROM THE
 AI6095'INTERSECTION OF SPRING VALLEY ROAD AND HIGHWAY 67.
 AI6095
 AI6095                          STATION RECOVERY (2006)
 AI6095
 AI6095'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6094 ***********************************************************************
 AI6094  DESIGNATION -  3X05
 AI6094  PID         -  AI6094
 AI6094  STATE/COUNTY-  WI/DODGE
 AI6094  COUNTRY     -  US
 AI6094  USGS QUAD   -  LOMIRA (2018)
 AI6094
 AI6094                         *CURRENT SURVEY CONTROL
 AI6094  ______________________________________________________________________
 AI6094* NAD 83(2011) POSITION- 43 36 01.42077(N) 088 25 12.83161(W)   ADJUSTED
 AI6094* NAD 83(2011) ELLIP HT-   295.289 (meters)        (06/27/12)   ADJUSTED
 AI6094* NAD 83(2011) EPOCH   -  2010.00
 AI6094* NAVD 88 ORTHO HEIGHT -   330.605 (meters)     1084.66  (feet) ADJUSTED
 AI6094  ______________________________________________________________________
 AI6094  GEOID HEIGHT    -        -35.307 (meters)                     GEOID18
 AI6094  NAD 83(2011) X  -    127,544.308 (meters)                     COMP
 AI6094  NAD 83(2011) Y  - -4,624,662.597 (meters)                     COMP
 AI6094  NAD 83(2011) Z  -  4,376,249.639 (meters)                     COMP
 AI6094  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 AI6094  DYNAMIC HEIGHT  -        330.531 (meters)     1084.42  (feet) COMP
 AI6094  MODELED GRAVITY -    980,388.3   (mgal)                       NAVD 88
 AI6094
 AI6094  VERT ORDER      -  SECOND    CLASS I
 AI6094
 AI6094  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6094  Standards:
 AI6094         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6094            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6094  -------------------------------------------------------------------
 AI6094  NETWORK    0.52   0.57           0.24   0.17   0.29      0.03019925
 AI6094  -------------------------------------------------------------------
 AI6094  Click here for local accuracies and other accuracy information.
 AI6094
 AI6094.The horizontal coordinates were established by GPS observations
 AI6094.and adjusted by the National Geodetic Survey in June 2012.
 AI6094
 AI6094.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6094.been affixed to the stable North American tectonic plate. See 
 AI6094.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6094
 AI6094.The horizontal coordinates are valid at the epoch date displayed above
 AI6094.which is a decimal equivalence of Year/Month/Day.
 AI6094
 AI6094.The orthometric height was determined by differential leveling and
 AI6094.adjusted by the WI DEPT OF TRANSP
 AI6094.in May 2012.
 AI6094
 AI6094.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6094.GEOID18 height accuracy estimate available here.
 AI6094
 AI6094.Click photographs - Photos may exist for this station.
 AI6094
 AI6094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6094
 AI6094.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6094
 AI6094.The ellipsoidal height was determined by GPS observations
 AI6094.and is referenced to NAD 83.
 AI6094
 AI6094.The dynamic height is computed by dividing the NAVD 88
 AI6094.geopotential number by the normal gravity value computed on the
 AI6094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6094.degrees latitude (g = 980.6199 gals.).
 AI6094
 AI6094.The modeled gravity was interpolated from observed gravity values.
 AI6094
 AI6094. The following values were computed from the NAD 83(2011) position.
 AI6094
 AI6094;                    North         East     Units Scale Factor Converg.
 AI6094;SPC WI S     -   178,997.574   727,539.109   MT  0.99993857   +1 05 07.7
 AI6094;SPC WI S     -   587,261.21  2,386,934.56   sFT  0.99993857   +1 05 07.7
 AI6094;UTM  16      - 4,828,470.953   385,372.206   MT  0.99976162   -0 58 46.3
 AI6094
 AI6094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6094!SPC WI S     -   0.99995370  x   0.99993857  =   0.99989227
 AI6094!UTM  16      -   0.99995370  x   0.99976162  =   0.99971533
 AI6094
 AI6094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8537228470(NAD 83)
 AI6094
 AI6094                          SUPERSEDED SURVEY CONTROL
 AI6094
 AI6094  NAD 83(2007)-  43 36 01.42078(N)    088 25 12.83245(W) AD(2002.00) 0
 AI6094  ELLIP H (02/10/07)  295.325  (m)                       GP(2002.00)    
 AI6094  ELLIP H (11/17/00)  295.332  (m)                       GP(       ) 3 2
 AI6094  NAD 83(1997)-  43 36 01.42073(N)    088 25 12.83257(W) AD(       ) 1
 AI6094  ELLIP H (07/06/00)  295.332  (m)                       GP(       ) 2 1
 AI6094  NAVD 88             330.58   (m)         1084.6    (f) LEVELING    3  
 AI6094  NAVD 88 (04/20/07)  330.576  (m)         1084.56   (f) SUPERSEDED  2 1
 AI6094  NAVD 88 (10/20/00)  330.561  (m)         1084.52   (f) SUPERSEDED  2 1
 AI6094  NAVD 88 (07/06/00)  330.56   (m)  GEOID99  model used  GPS OBS        
 AI6094
 AI6094.Superseded values are not recommended for survey control.
 AI6094
 AI6094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6094.See file dsdata.pdf to determine how the superseded data were derived.
 AI6094
 AI6094_MARKER: DD = SURVEY DISK
 AI6094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6094_STAMPING: 3X05 1999
 AI6094_MARK LOGO: WIDT
 AI6094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6094+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 AI6094
 AI6094  HISTORY     - Date     Condition        Report By
 AI6094  HISTORY     - 1999     MONUMENTED       WIDT
 AI6094  HISTORY     - 20030806 GOOD             USPSQD
 AI6094  HISTORY     - 20040805 GOOD             WIDT
 AI6094  HISTORY     - 20060915 GOOD             USPSQD
 AI6094  HISTORY     - 20101101 GOOD             JCLS
 AI6094
 AI6094                          STATION DESCRIPTION
 AI6094
 AI6094'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6094'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTH OF FOND DU LAC
 AI6094'AND 2.4 KM (1.50 MI) NORTHEAST OF LOMIRA.  OWNERSHIP--TOWN OF LOMIRA.
 AI6094'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 AI6094'HIGHWAY 67 APPROXIMATELY 1.6 KM (1.00 MI) EAST OF THE VILLAGE OF
 AI6094'LOMIRA, GO EAST ON STATE HIGHWAY 67 FOR 0.89 KM (0.55 MI) TO BUTTERNUT
 AI6094'ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON BUTTERNUT ROAD FOR 1.4 KM
 AI6094'(0.85 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6094'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6094'DISK STAMPED --3X05 1999-- AND SET IN THE TOP OF A 41-CM (16-INCH)
 AI6094'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT)
 AI6094'BELOW THE ROAD PAVEMENT.  THE STATION IS 8.5 M (27.9 FT) EAST OF THE
 AI6094'CENTERLINE OF BUTTERNUT ROAD, 0.2 KM (0.10 MI) SOUTH OF THE CENTERLINE
 AI6094'OF SUPER ROAD, 75 M (246.1 FT) SOUTH OF THE CENTERLINE OF PRIVATE
 AI6094'ENTRANCE --N11284--, 32.7 M (107.3 FT) SOUTHEAST OF POWER POLE
 AI6094'--96-12299--, 31.0 M (101.7 FT) NORTH OF THE NORTHWEST CORNER WOOD
 AI6094'FENCE POST OF A NORTH/SOUTH FENCE LINE, 25.7 M (84.3 FT) SOUTH OF A 1
 AI6094'INCH IRON PIPE ON THE SOUTHWEST CORNER OF PRIVATE RESIDENCE
 AI6094'--N11284--, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 AI6094'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6094'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER LINE IN THE WEST
 AI6094'QUADRANT EXTENDING TO 28 DEGREES AND A POWER POLE IN THE
 AI6094'NORTH-NORTHWEST QUADRANT EXTENDING TO 19 DEGREES.
 AI6094
 AI6094                          STATION RECOVERY (2003)
 AI6094
 AI6094'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6094'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE
 AI6094'SOUTH OF SUPER ROAD ON BUTTERNUT DR.
 AI6094
 AI6094                          STATION RECOVERY (2004)
 AI6094
 AI6094'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6094'RECOVERED AS DESCRIBED EXCEPT TWO METAL WITNESS POSTS ADDED.  STATION
 AI6094'IS IN THE CENTER OF A TRIANGLE FORM BY THREE METAL WITNESS POSTS.
 AI6094'WHITE PLASTIC WITNESS POST GONE.  FENCE POST NOT FOUND.
 AI6094
 AI6094                          STATION RECOVERY (2006)
 AI6094
 AI6094'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6094'RECOVERED IN GOOD CONDITION.
 AI6094
 AI6094                          STATION RECOVERY (2010)
 AI6094
 AI6094'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 AI6094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6099 ***********************************************************************
 AI6099  DESIGNATION -  3X06
 AI6099  PID         -  AI6099
 AI6099  STATE/COUNTY-  WI/DODGE
 AI6099  COUNTRY     -  US
 AI6099  USGS QUAD   -  LOMIRA (2018)
 AI6099
 AI6099                         *CURRENT SURVEY CONTROL
 AI6099  ______________________________________________________________________
 AI6099* NAD 83(2011) POSITION- 43 36 57.67385(N) 088 25 02.40370(W)   ADJUSTED
 AI6099* NAD 83(2011) ELLIP HT-   274.784 (meters)        (06/27/12)   ADJUSTED
 AI6099* NAD 83(2011) EPOCH   -  2010.00
 AI6099* NAVD 88 ORTHO HEIGHT -   310.138 (meters)     1017.51  (feet) ADJUSTED
 AI6099  ______________________________________________________________________
 AI6099  GEOID HEIGHT    -        -35.347 (meters)                     GEOID18
 AI6099  NAD 83(2011) X  -    127,744.628 (meters)                     COMP
 AI6099  NAD 83(2011) Y  - -4,623,444.273 (meters)                     COMP
 AI6099  NAD 83(2011) Z  -  4,377,492.619 (meters)                     COMP
 AI6099  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 AI6099  DYNAMIC HEIGHT  -        310.069 (meters)     1017.28  (feet) COMP
 AI6099  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 AI6099
 AI6099  VERT ORDER      -  SECOND    CLASS I
 AI6099
 AI6099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6099  Standards:
 AI6099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6099  -------------------------------------------------------------------
 AI6099  NETWORK    0.70   0.78           0.33   0.22   0.40     -0.02582883
 AI6099  -------------------------------------------------------------------
 AI6099  Click here for local accuracies and other accuracy information.
 AI6099
 AI6099.The horizontal coordinates were established by GPS observations
 AI6099.and adjusted by the National Geodetic Survey in June 2012.
 AI6099
 AI6099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6099.been affixed to the stable North American tectonic plate. See 
 AI6099.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6099
 AI6099.The horizontal coordinates are valid at the epoch date displayed above
 AI6099.which is a decimal equivalence of Year/Month/Day.
 AI6099
 AI6099.The orthometric height was determined by differential leveling and
 AI6099.adjusted by the WI DEPT OF TRANSP
 AI6099.in May 2012.
 AI6099
 AI6099.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6099.GEOID18 height accuracy estimate available here.
 AI6099
 AI6099.Click photographs - Photos may exist for this station.
 AI6099
 AI6099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6099
 AI6099.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6099
 AI6099.The ellipsoidal height was determined by GPS observations
 AI6099.and is referenced to NAD 83.
 AI6099
 AI6099.The dynamic height is computed by dividing the NAVD 88
 AI6099.geopotential number by the normal gravity value computed on the
 AI6099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6099.degrees latitude (g = 980.6199 gals.).
 AI6099
 AI6099.The modeled gravity was interpolated from observed gravity values.
 AI6099
 AI6099. The following values were computed from the NAD 83(2011) position.
 AI6099
 AI6099;                    North         East     Units Scale Factor Converg.
 AI6099;SPC WI S     -   180,737.694   727,739.988   MT  0.99993956   +1 05 14.8
 AI6099;SPC WI S     -   592,970.25  2,387,593.61   sFT  0.99993956   +1 05 14.8
 AI6099;UTM  16      - 4,830,202.396   385,635.614   MT  0.99976088   -0 58 40.1
 AI6099
 AI6099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6099!SPC WI S     -   0.99995691  x   0.99993956  =   0.99989647
 AI6099!UTM  16      -   0.99995691  x   0.99976088  =   0.99971780
 AI6099
 AI6099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8563530202(NAD 83)
 AI6099
 AI6099                          SUPERSEDED SURVEY CONTROL
 AI6099
 AI6099  NAD 83(2007)-  43 36 57.67388(N)    088 25 02.40454(W) AD(2002.00) 0
 AI6099  ELLIP H (02/10/07)  274.820  (m)                       GP(2002.00)    
 AI6099  ELLIP H (11/17/00)  274.827  (m)                       GP(       ) 3 2
 AI6099  NAD 83(1997)-  43 36 57.67381(N)    088 25 02.40466(W) AD(       ) 1
 AI6099  ELLIP H (07/06/00)  274.827  (m)                       GP(       ) 2 1
 AI6099  NAVD 88             310.11   (m)         1017.4    (f) LEVELING    3  
 AI6099  NAVD 88 (04/20/07)  310.109  (m)         1017.42   (f) SUPERSEDED  2 1
 AI6099  NAVD 88 (10/20/00)  310.095  (m)         1017.37   (f) SUPERSEDED  2 1
 AI6099  NAVD 88 (07/06/00)  310.10   (m)  GEOID99  model used  GPS OBS        
 AI6099
 AI6099.Superseded values are not recommended for survey control.
 AI6099
 AI6099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6099.See file dsdata.pdf to determine how the superseded data were derived.
 AI6099
 AI6099_MARKER: DD = SURVEY DISK
 AI6099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6099_STAMPING: 3X06 1999
 AI6099_MARK LOGO: WIDT
 AI6099_PROJECTION: FLUSH
 AI6099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6099+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2016
 AI6099
 AI6099  HISTORY     - Date     Condition        Report By
 AI6099  HISTORY     - 1999     MONUMENTED       WIDT
 AI6099  HISTORY     - 20030806 GOOD             USPSQD
 AI6099  HISTORY     - 20040720 GOOD             WIDT
 AI6099  HISTORY     - 20060915 GOOD             USPSQD
 AI6099  HISTORY     - 20161006 GOOD             WIDT
 AI6099
 AI6099                          STATION DESCRIPTION
 AI6099
 AI6099'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6099'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) SOUTH OF FOND DU LAC
 AI6099'AND 3.2 KM (2.00 MI) NORTHEAST OF LOMIRA.  OWNERSHIP--DODGE COUNTY TO
 AI6099'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 AI6099'HIGHWAY 49 (WEST) AND COUNTY HIGHWAY KK (EAST) APPROXIMATELY 3.2 KM
 AI6099'(2.00 MI) NORTH OF THE VILLAGE OF LOMIRA, GO EAST ON COUNTY HIGHWAY KK
 AI6099'FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI6099'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6099'STATION DISK STAMPED --3X06 1999-- AND SET IN THE TOP OF A 41-CM
 AI6099'(16-INCH) DIAMETER CONCRETE POST RECESSED 4 CM (1.6 INCHES) BELOW THE
 AI6099'GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 AI6099'STATION IS 9.9 M (32.5 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 AI6099'KK, 51 M (167.3 FT) EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 4 M
 AI6099'(13.1 FT) NORTH OF A CULTIVATED FIELD, 2.5 M (8.2 FT) NORTH OF AN
 AI6099'EAST/WEST FENCE LINE, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC
 AI6099'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI6099'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6099
 AI6099                          STATION RECOVERY (2003)
 AI6099
 AI6099'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6099'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1.0 MILE EAST OF
 AI6099'THE JUNCTION OF HIGHWAY 41 AND COUNTY ROAD KK AND 0.15 MILE EAST OF
 AI6099'BUTTERNUT ROAD (NOT 0.15 MI EAST OF HIGHWAY 41).
 AI6099
 AI6099                          STATION RECOVERY (2004)
 AI6099
 AI6099'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6099'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6099'IS THE CENTER OF A TRIANGLE FORMED BY THREE WHITE WITNESS POSTS.
 AI6099
 AI6099                          STATION RECOVERY (2006)
 AI6099
 AI6099'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6099'RECOVERED IN GOOD CONDITION.
 AI6099
 AI6099                          STATION RECOVERY (2016)
 AI6099
 AI6099'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6099'RECOVERED IN GOOD CONDITION.  NOTE-THE PREVIOUSLY REFERENCED EAST/WEST
 AI6099'FENCE LINE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6093 ***********************************************************************
 AI6093  DESIGNATION -  3X07
 AI6093  PID         -  AI6093
 AI6093  STATE/COUNTY-  WI/DODGE
 AI6093  COUNTRY     -  US
 AI6093  USGS QUAD   -  LOMIRA (2018)
 AI6093
 AI6093                         *CURRENT SURVEY CONTROL
 AI6093  ______________________________________________________________________
 AI6093* NAD 83(1986) POSITION- 43 36 58.6    (N) 088 24 08.7    (W)   HD_HELD2
 AI6093* NAVD 88 ORTHO HEIGHT -   311.109 (meters)     1020.70  (feet) ADJUSTED
 AI6093  ______________________________________________________________________
 AI6093  GEOID HEIGHT    -        -35.342 (meters)                     GEOID18
 AI6093  DYNAMIC HEIGHT  -        311.041 (meters)     1020.47  (feet) COMP
 AI6093  MODELED GRAVITY -    980,389.4   (mgal)                       NAVD 88
 AI6093
 AI6093  VERT ORDER      -  SECOND    CLASS I
 AI6093
 AI6093.The horizontal coordinates were established by autonomous hand held GPS
 AI6093.observations and have an estimated accuracy of +/- 10 meters.
 AI6093
 AI6093.The orthometric height was determined by differential leveling and
 AI6093.adjusted by the WI DEPT OF TRANSP
 AI6093.in May 2012.
 AI6093
 AI6093.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6093.GEOID18 height accuracy estimate available here.
 AI6093
 AI6093.Click photographs - Photos may exist for this station.
 AI6093
 AI6093.The dynamic height is computed by dividing the NAVD 88
 AI6093.geopotential number by the normal gravity value computed on the
 AI6093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6093.degrees latitude (g = 980.6199 gals.).
 AI6093
 AI6093.The modeled gravity was interpolated from observed gravity values.
 AI6093
 AI6093;                    North         East    Units  Estimated Accuracy
 AI6093;SPC WI S     -   180,789.      728,943.      MT  (+/- 10 meters HH2 GPS)
 AI6093
 AI6093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8683930210(NAD 83)
 AI6093
 AI6093                          SUPERSEDED SURVEY CONTROL
 AI6093
 AI6093  NAVD 88 (04/20/07)  311.081  (m)         1020.60   (f) SUPERSEDED  2 1
 AI6093  NAVD 88 (10/20/00)  311.067  (m)         1020.56   (f) SUPERSEDED  2 1
 AI6093
 AI6093.Superseded values are not recommended for survey control.
 AI6093
 AI6093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6093.See file dsdata.pdf to determine how the superseded data were derived.
 AI6093
 AI6093_MARKER: DD = SURVEY DISK
 AI6093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6093_STAMPING: 3X07 1999
 AI6093_MARK LOGO: WIDT
 AI6093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6093+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AI6093
 AI6093  HISTORY     - Date     Condition        Report By
 AI6093  HISTORY     - 1999     MONUMENTED       WIDT
 AI6093  HISTORY     - 20030806 GOOD             USPSQD
 AI6093  HISTORY     - 20040720 GOOD             WIDT
 AI6093  HISTORY     - 20060915 GOOD             USPSQD
 AI6093
 AI6093                          STATION DESCRIPTION
 AI6093
 AI6093'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6093'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) SOUTH-SOUTHEAST OF
 AI6093'FOND DU LAC AND 4.0 KM (2.50 MI) NORTHEAST OF LOMIRA. OWNERSHIP--DODGE
 AI6093'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI6093'STATE HIGHWAY 49 (WEST) AND COUNTY HIGHWAY KK (EAST) APPROXIMATELY 3.2
 AI6093'KM (2.00 MI) NORTH OF THE VILLAGE OF LOMIRA, GO EAST ON COUNTY HIGHWAY
 AI6093'KK FOR 2.6 KM (1.60 MI) TO EAST LANE ON THE RIGHT, CONTINUE EAST ON
 AI6093'COUNTY HIGHWAY KK FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 AI6093'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6093'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3X07 1999-- AND SET IN
 AI6093'THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST RECESSED 2 CM (1
 AI6093'INCH) BELOW THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI6093'STATION IS 9.7 M (31.8 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 AI6093'KK, 0.24 KM (0.15 MI) WEST OF THE EXTENDED CENTERLINE OF COUNTY
 AI6093'HIGHWAY K, 52 M (170.6 FT) WEST-SOUTHWEST OF A WOOD TRAFFIC SIGN POST
 AI6093'--COUNTY K--, 25.7 M (84.3 FT) SOUTH-SOUTHEAST OF POWER POLE
 AI6093'--E57-12907--, 1 M (3.3 FT) NORTH OF A CULTIVATED FIELD, AND 0.5 M
 AI6093'(1.6 FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI6093'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI6093'ABOVE THE HORIZON.
 AI6093
 AI6093                          STATION RECOVERY (2003)
 AI6093
 AI6093'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6093'RECOVERED IN GOOD CONDITION.
 AI6093
 AI6093                          STATION RECOVERY (2004)
 AI6093
 AI6093'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6093'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6093'IS THE CENTER OF A TRIANGLE FORMED BY THREE WHITE WITNESS POSTS.
 AI6093'OBSTRUCTION- THE STATION IS 26.7 M SOUTH-SOUTHEAST OF UTILITY POLE
 AI6093'--01-09540-- RISING TO APPROXIMATELY 20 DEGREES ABOVE THE HORIZON.
 AI6093
 AI6093                          STATION RECOVERY (2006)
 AI6093
 AI6093'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6092 ***********************************************************************
 AI6092  DESIGNATION -  3X08
 AI6092  PID         -  AI6092
 AI6092  STATE/COUNTY-  WI/DODGE
 AI6092  COUNTRY     -  US
 AI6092  USGS QUAD   -  LOMIRA (2018)
 AI6092
 AI6092                         *CURRENT SURVEY CONTROL
 AI6092  ______________________________________________________________________
 AI6092* NAD 83(1986) POSITION- 43 37 28.2    (N) 088 24 03.9    (W)   HD_HELD2
 AI6092* NAVD 88 ORTHO HEIGHT -   308.577 (meters)     1012.39  (feet) ADJUSTED
 AI6092  ______________________________________________________________________
 AI6092  GEOID HEIGHT    -        -35.362 (meters)                     GEOID18
 AI6092  DYNAMIC HEIGHT  -        308.509 (meters)     1012.17  (feet) COMP
 AI6092  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 AI6092
 AI6092  VERT ORDER      -  SECOND    CLASS I
 AI6092
 AI6092.The horizontal coordinates were established by autonomous hand held GPS
 AI6092.observations and have an estimated accuracy of +/- 10 meters.
 AI6092
 AI6092.The orthometric height was determined by differential leveling and
 AI6092.adjusted by the WI DEPT OF TRANSP
 AI6092.in May 2012.
 AI6092
 AI6092.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6092.GEOID18 height accuracy estimate available here.
 AI6092
 AI6092.Click photographs - Photos may exist for this station.
 AI6092
 AI6092.The dynamic height is computed by dividing the NAVD 88
 AI6092.geopotential number by the normal gravity value computed on the
 AI6092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6092.degrees latitude (g = 980.6199 gals.).
 AI6092
 AI6092.The modeled gravity was interpolated from observed gravity values.
 AI6092
 AI6092;                    North         East    Units  Estimated Accuracy
 AI6092;SPC WI S     -   181,705.      729,033.      MT  (+/- 10 meters HH2 GPS)
 AI6092
 AI6092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8696231121(NAD 83)
 AI6092
 AI6092                          SUPERSEDED SURVEY CONTROL
 AI6092
 AI6092  NAVD 88 (04/20/07)  308.548  (m)         1012.29   (f) SUPERSEDED  2 1
 AI6092  NAVD 88 (10/20/00)  308.535  (m)         1012.25   (f) SUPERSEDED  2 1
 AI6092
 AI6092.Superseded values are not recommended for survey control.
 AI6092
 AI6092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6092.See file dsdata.pdf to determine how the superseded data were derived.
 AI6092
 AI6092_MARKER: DD = SURVEY DISK
 AI6092_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI6092_SP_SET: BRIDGE WING WALL
 AI6092_STAMPING: 3X08 1999
 AI6092_MARK LOGO: WIDT
 AI6092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6092+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AI6092
 AI6092  HISTORY     - Date     Condition        Report By
 AI6092  HISTORY     - 1999     MONUMENTED       WIDT
 AI6092  HISTORY     - 20030709 GOOD             USPSQD
 AI6092  HISTORY     - 20040713 GOOD             WIDT
 AI6092  HISTORY     - 20060915 GOOD             USPSQD
 AI6092
 AI6092                          STATION DESCRIPTION
 AI6092
 AI6092'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6092'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTH-SOUTHEAST OF
 AI6092'FOND DU LAC AND 4.8 KM (3.00 MI) NORTHEAST OF LOMIRA. OWNERSHIP--FOND
 AI6092'DU LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 AI6092'41 WITH STATE HIGHWAY 49 (WEST) AND COUNTY HIGHWAY KK (EAST)
 AI6092'APPROXIMATELY 3.2 KM (2.00 MI) NORTH OF THE VILLAGE OF LOMIRA, GO EAST
 AI6092'ON COUNTY HIGHWAY KK FOR 3.1 KM (1.90 MI) TO COUNTY HIGHWAY K ON THE
 AI6092'LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY K FOR 0.89 KM (0.55 MI)
 AI6092'TO BRIDGE --B-20-100-89-- OVER THE WEST BRANCH OF THE MILWAUKEE RIVER,
 AI6092'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 AI6092'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6092'STAMPED --3X08 1999-- AND SET IN THE TOP OF A BRIDGE WING WALL
 AI6092'PROJECTING 14 CM (5.5 INCHES) ABOVE THE GROUND AND ABOUT LEVEL WITH
 AI6092'THE HIGHWAY PAVEMENT.  THE STATION IS 5.2 M (17.1 FT) WEST-NORTHWEST
 AI6092'OF THE CENTERLINE OF COUNTY HIGHWAY K, 0.6 M (2.0 FT) SOUTHWEST OF THE
 AI6092'NORTHWEST NARROW BRIDGE WOOD SIGN POST, AND 0.3 M (1.0 FT)
 AI6092'WEST-NORTHWEST OF THE NORTHWEST METAL GUARDRAIL POST. ---NOTE---THIS
 AI6092'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI6092'ABOVE THE HORIZON EXCEPT FOR A METAL SIGN IN THE NORTH QUADRANT
 AI6092'EXTENDING TO 40 DEGREES.
 AI6092
 AI6092                          STATION RECOVERY (2003)
 AI6092
 AI6092'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6092'RECOVERED IN GOOD CONDITION.
 AI6092
 AI6092                          STATION RECOVERY (2004)
 AI6092
 AI6092'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6092'RECOVERED AS DESCRIBED EXCEPT STATION IS OBSTRUCTED BY UTILITY LINES
 AI6092'DIRECTLY OVERHEAD TO THE WEST.
 AI6092
 AI6092                          STATION RECOVERY (2006)
 AI6092
 AI6092'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6091 ***********************************************************************
 AI6091  DESIGNATION -  3X09
 AI6091  PID         -  AI6091
 AI6091  STATE/COUNTY-  WI/FOND DU LAC
 AI6091  COUNTRY     -  US
 AI6091  USGS QUAD   -  BYRON (2018)
 AI6091
 AI6091                         *CURRENT SURVEY CONTROL
 AI6091  ______________________________________________________________________
 AI6091* NAD 83(1986) POSITION- 43 38 13.6    (N) 088 24 03.8    (W)   HD_HELD2
 AI6091* NAVD 88 ORTHO HEIGHT -   316.344 (meters)     1037.87  (feet) ADJUSTED
 AI6091  ______________________________________________________________________
 AI6091  GEOID HEIGHT    -        -35.394 (meters)                     GEOID18
 AI6091  DYNAMIC HEIGHT  -        316.274 (meters)     1037.64  (feet) COMP
 AI6091  MODELED GRAVITY -    980,390.7   (mgal)                       NAVD 88
 AI6091
 AI6091  VERT ORDER      -  SECOND    CLASS I
 AI6091
 AI6091.The horizontal coordinates were established by autonomous hand held GPS
 AI6091.observations and have an estimated accuracy of +/- 10 meters.
 AI6091
 AI6091.The orthometric height was determined by differential leveling and
 AI6091.adjusted by the WI DEPT OF TRANSP
 AI6091.in May 2012.
 AI6091
 AI6091.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6091.GEOID18 height accuracy estimate available here.
 AI6091
 AI6091.Click photographs - Photos may exist for this station.
 AI6091
 AI6091.The dynamic height is computed by dividing the NAVD 88
 AI6091.geopotential number by the normal gravity value computed on the
 AI6091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6091.degrees latitude (g = 980.6199 gals.).
 AI6091
 AI6091.The modeled gravity was interpolated from observed gravity values.
 AI6091
 AI6091;                    North         East    Units  Estimated Accuracy
 AI6091;SPC WI S     -   183,105.      729,009.      MT  (+/- 10 meters HH2 GPS)
 AI6091
 AI6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8698832522(NAD 83)
 AI6091
 AI6091                          SUPERSEDED SURVEY CONTROL
 AI6091
 AI6091  NAVD 88 (04/20/07)  316.315  (m)         1037.78   (f) SUPERSEDED  2 1
 AI6091  NAVD 88 (10/20/00)  316.303  (m)         1037.74   (f) SUPERSEDED  2 1
 AI6091
 AI6091.Superseded values are not recommended for survey control.
 AI6091
 AI6091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6091.See file dsdata.pdf to determine how the superseded data were derived.
 AI6091
 AI6091_MARKER: DD = SURVEY DISK
 AI6091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6091_STAMPING: 3X09 1999
 AI6091_MARK LOGO: WIDT
 AI6091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6091+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AI6091
 AI6091  HISTORY     - Date     Condition        Report By
 AI6091  HISTORY     - 1999     MONUMENTED       WIDT
 AI6091  HISTORY     - 20030709 GOOD             USPSQD
 AI6091  HISTORY     - 20050504 GOOD             WIDT
 AI6091  HISTORY     - 20060915 GOOD             USPSQD
 AI6091
 AI6091                          STATION DESCRIPTION
 AI6091
 AI6091'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6091'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH-SOUTHEAST OF
 AI6091'FOND DU LAC AND 6.4 KM (3.95 MI) NORTHEAST OF LOMIRA. OWNERSHIP--FOND
 AI6091'DU LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 AI6091'41 WITH STATE HIGHWAY 49 (WEST) AND COUNTY HIGHWAY KK (EAST)
 AI6091'APPROXIMATELY 3.2 KM (2.00 MI) NORTH OF THE VILLAGE OF LOMIRA, GO EAST
 AI6091'ON COUNTY HIGHWAY KK FOR 3.1 KM (1.90 MI) TO COUNTY HIGHWAY K ON THE
 AI6091'LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY K FOR 1.6 KM (1.00 MI)
 AI6091'TO FONDY ROAD AND CAMPBELL DRIVE (RIGHT) CONTINUE NORTH ON COUNTY
 AI6091'HIGHWAY K FOR 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.  THE
 AI6091'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6091'SURVEY CONTROL STATION DISK STAMPED --3X08 1999-- AND SET IN THE TOP
 AI6091'OF A 41-CM (16-INCH) DIAMETER CONCRETE POST RECESSED 4 CM (1.6 INCHES)
 AI6091'BELOW THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.
 AI6091'THE STATION IS 5.2 M (17.1 FT) EAST OF THE CENTERLINE OF COUNTY
 AI6091'HIGHWAY K, 0.2 KM (0.10 MI) SOUTH OF COUNTY HIGHWAY Y, 63 M (206.7 FT)
 AI6091'SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE --N2683--, 44.2 M (145.0
 AI6091'FT) SOUTH-SOUTHEAST OF POWER POLE --E62-11928 35-5--, 22.3 M (73.2 FT)
 AI6091'NORTH OF A WOOD TRAFFIC SIGN POST --JCT COUNTY Y--, 21.8 M (71.5 FT)
 AI6091'NORTHEAST OF POWER POLE --E62-11929 30-7--, AND 1.0 M (3.3 FT) WEST OF
 AI6091'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6091'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 AI6091'FOR A POWER LINE IN THE WEST QUADRANT EXTENDING TO 20 DEGREES.
 AI6091
 AI6091                          STATION RECOVERY (2003)
 AI6091
 AI6091'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6091'RECOVERED IN GOOD CONDITION.
 AI6091
 AI6091                          STATION RECOVERY (2005)
 AI6091
 AI6091'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6091'RECOVERED IN GOOD CONDITION.  CORRECTIONS TO THE 1999 DESCRIPTION--
 AI6091'THE DISK IS STAMPED --3X09 1999-- (NOT --3X08 1999--), POWER POLE
 AI6091'NUMBERED --E62-11928 35-5-- HAS BEEN REPLACED WITH POWER POLE NUMBER
 AI6091'--01-09554--, AND POWER POLE NUMBERED --E62-11929 30-7-- HAS BEEN
 AI6091'REPLACED WITH POWER POLE NUMBER --01-09555--.  ADD-- THE STATION IS 1
 AI6091'M WEST, 1 M SOUTH, AND 1 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6091'
 AI6091
 AI6091                          STATION RECOVERY (2006)
 AI6091
 AI6091'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6090 ***********************************************************************
 AI6090  DESIGNATION -  3X10
 AI6090  PID         -  AI6090
 AI6090  STATE/COUNTY-  WI/FOND DU LAC
 AI6090  COUNTRY     -  US
 AI6090  USGS QUAD   -  BYRON (2018)
 AI6090
 AI6090                         *CURRENT SURVEY CONTROL
 AI6090  ______________________________________________________________________
 AI6090* NAD 83(1986) POSITION- 43 39 12.8    (N) 088 24 05.2    (W)   HD_HELD2
 AI6090* NAVD 88 ORTHO HEIGHT -   321.826 (meters)     1055.86  (feet) ADJUSTED
 AI6090  ______________________________________________________________________
 AI6090  GEOID HEIGHT    -        -35.437 (meters)                     GEOID18
 AI6090  DYNAMIC HEIGHT  -        321.756 (meters)     1055.63  (feet) COMP
 AI6090  MODELED GRAVITY -    980,392.0   (mgal)                       NAVD 88
 AI6090
 AI6090  VERT ORDER      -  SECOND    CLASS I
 AI6090
 AI6090.The horizontal coordinates were established by autonomous hand held GPS
 AI6090.observations and have an estimated accuracy of +/- 10 meters.
 AI6090
 AI6090.The orthometric height was determined by differential leveling and
 AI6090.adjusted by the WI DEPT OF TRANSP
 AI6090.in May 2012.
 AI6090
 AI6090.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6090.GEOID18 height accuracy estimate available here.
 AI6090
 AI6090.Click photographs - Photos may exist for this station.
 AI6090
 AI6090.The dynamic height is computed by dividing the NAVD 88
 AI6090.geopotential number by the normal gravity value computed on the
 AI6090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6090.degrees latitude (g = 980.6199 gals.).
 AI6090
 AI6090.The modeled gravity was interpolated from observed gravity values.
 AI6090
 AI6090;                    North         East    Units  Estimated Accuracy
 AI6090;SPC WI S     -   184,931.      728,942.      MT  (+/- 10 meters HH2 GPS)
 AI6090
 AI6090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8698834349(NAD 83)
 AI6090
 AI6090                          SUPERSEDED SURVEY CONTROL
 AI6090
 AI6090  NAVD 88 (04/20/07)  321.797  (m)         1055.76   (f) SUPERSEDED  2 1
 AI6090  NAVD 88 (10/20/00)  321.786  (m)         1055.73   (f) SUPERSEDED  2 1
 AI6090
 AI6090.Superseded values are not recommended for survey control.
 AI6090
 AI6090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6090.See file dsdata.pdf to determine how the superseded data were derived.
 AI6090
 AI6090_MARKER: DD = SURVEY DISK
 AI6090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6090_STAMPING: 3X10 1999
 AI6090_MARK LOGO: WIDT
 AI6090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6090+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AI6090
 AI6090  HISTORY     - Date     Condition        Report By
 AI6090  HISTORY     - 1999     MONUMENTED       WIDT
 AI6090  HISTORY     - 20030709 GOOD             USPSQD
 AI6090  HISTORY     - 20050428 GOOD             WIDT
 AI6090  HISTORY     - 20060915 GOOD             USPSQD
 AI6090
 AI6090                          STATION DESCRIPTION
 AI6090
 AI6090'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6090'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTH-SOUTHEAST OF FOND
 AI6090'DU LAC AND 8.0 KM (4.95 MI) NORTH-NORTHEAST OF LOMIRA. OWNERSHIP--FOND
 AI6090'DU LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 AI6090'41 WITH STATE HIGHWAY 49 (WEST) AND COUNTY HIGHWAY KK (EAST)
 AI6090'APPROXIMATELY 3.2 KM (2.00 MI) NORTH OF THE VILLAGE OF LOMIRA, GO EAST
 AI6090'ON COUNTY HIGHWAY KK FOR 3.1 KM (1.90 MI) TO COUNTY HIGHWAY K ON THE
 AI6090'LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY K FOR 4.10 KM (2.55 MI)
 AI6090'TO BRANCH ROAD ON THE RIGHT, CONTINUE NORTH ON COUNTY HIGHWAY K FOR
 AI6090'0.08 KM (0.05 MI) AND THE STATION ON THE LEFT.  THE STATION IS A
 AI6090'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6090'STATION DISK STAMPED --3X10 1999-- AND SET IN THE TOP OF A 41-CM
 AI6090'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 AI6090'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.9 M (32.5 FT) WEST OF THE
 AI6090'CENTERLINE OF COUNTY HIGHWAY K, 88 M (288.7 FT) NORTH OF THE
 AI6090'CENTERLINE OF PRIVATE ENTRANCE --N3098--, 2 M (6.6 FT) EAST OF A
 AI6090'CULTIVATED FIELD, AND 0.5 M (1.6 FT) EAST OF A WHITE PLASTIC WITNESS
 AI6090'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI6090'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6090
 AI6090                          STATION RECOVERY (2003)
 AI6090
 AI6090'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6090'RECOVERED IN GOOD CONDITION.
 AI6090
 AI6090                          STATION RECOVERY (2005)
 AI6090
 AI6090'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6090'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M EAST, 1 M
 AI6090'NORTHWEST, AND 1 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6090
 AI6090                          STATION RECOVERY (2006)
 AI6090
 AI6090'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6089 ***********************************************************************
 AI6089  DESIGNATION -  3X11
 AI6089  PID         -  AI6089
 AI6089  STATE/COUNTY-  WI/FOND DU LAC
 AI6089  COUNTRY     -  US
 AI6089  USGS QUAD   -  BYRON (2018)
 AI6089
 AI6089                         *CURRENT SURVEY CONTROL
 AI6089  ______________________________________________________________________
 AI6089* NAD 83(1986) POSITION- 43 40 05.0    (N) 088 24 05.7    (W)   HD_HELD2
 AI6089* NAVD 88 ORTHO HEIGHT -   328.304 (meters)     1077.11  (feet) ADJUSTED
 AI6089  ______________________________________________________________________
 AI6089  GEOID HEIGHT    -        -35.476 (meters)                     GEOID18
 AI6089  DYNAMIC HEIGHT  -        328.233 (meters)     1076.88  (feet) COMP
 AI6089  MODELED GRAVITY -    980,393.4   (mgal)                       NAVD 88
 AI6089
 AI6089  VERT ORDER      -  SECOND    CLASS I
 AI6089
 AI6089.The horizontal coordinates were established by autonomous hand held GPS
 AI6089.observations and have an estimated accuracy of +/- 10 meters.
 AI6089
 AI6089.The orthometric height was determined by differential leveling and
 AI6089.adjusted by the WI DEPT OF TRANSP
 AI6089.in May 2012.
 AI6089
 AI6089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6089.GEOID18 height accuracy estimate available here.
 AI6089
 AI6089.Click photographs - Photos may exist for this station.
 AI6089
 AI6089.The dynamic height is computed by dividing the NAVD 88
 AI6089.geopotential number by the normal gravity value computed on the
 AI6089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6089.degrees latitude (g = 980.6199 gals.).
 AI6089
 AI6089.The modeled gravity was interpolated from observed gravity values.
 AI6089
 AI6089;                    North         East    Units  Estimated Accuracy
 AI6089;SPC WI S     -   186,542.      728,900.      MT  (+/- 10 meters HH2 GPS)
 AI6089
 AI6089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8700435959(NAD 83)
 AI6089
 AI6089                          SUPERSEDED SURVEY CONTROL
 AI6089
 AI6089  NAVD 88 (04/20/07)  328.275  (m)         1077.02   (f) SUPERSEDED  2 1
 AI6089  NAVD 88 (10/20/00)  328.265  (m)         1076.98   (f) SUPERSEDED  2 1
 AI6089
 AI6089.Superseded values are not recommended for survey control.
 AI6089
 AI6089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6089.See file dsdata.pdf to determine how the superseded data were derived.
 AI6089
 AI6089_MARKER: DD = SURVEY DISK
 AI6089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6089_STAMPING: 3X11 1999
 AI6089_MARK LOGO: WIDT
 AI6089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6089+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AI6089
 AI6089  HISTORY     - Date     Condition        Report By
 AI6089  HISTORY     - 1999     MONUMENTED       WIDT
 AI6089  HISTORY     - 20030709 GOOD             USPSQD
 AI6089  HISTORY     - 20050428 GOOD             WIDT
 AI6089  HISTORY     - 20060915 GOOD             USPSQD
 AI6089
 AI6089                          STATION DESCRIPTION
 AI6089
 AI6089'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6089'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTH-SOUTHEAST OF FOND
 AI6089'DU LAC AND 9.7 KM (6.00 MI) NORTH-NORTHEAST OF LOMIRA. OWNERSHIP--FOND
 AI6089'DU LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 AI6089'41 WITH STATE HIGHWAY 49 (WEST) AND COUNTY HIGHWAY KK (EAST)
 AI6089'APPROXIMATELY 3.2 KM (2.00 MI) NORTH OF THE VILLAGE OF LOMIRA, GO EAST
 AI6089'ON COUNTY HIGHWAY KK FOR 3.1 KM (1.90 MI) TO COUNTY HIGHWAY K ON THE
 AI6089'LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY K FOR 4.8 KM (3.00 MI)
 AI6089'TO COUNTY HIGHWAY F, CONTINUE NORTH ON COUNTY HIGHWAY K FOR 0.89 KM
 AI6089'(0.55 MI) TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 AI6089'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6089'DISK STAMPED --3X11 1999-- AND SET IN THE TOP OF A 41-CM (16-INCH)
 AI6089'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6089'HIGHWAY PAVEMENT.  THE STATION IS 12.5 M (41.0 FT) WEST OF THE
 AI6089'CENTERLINE OF COUNTY HIGHWAY K, 60 M (196.8 FT) NORTH OF THE
 AI6089'CENTERLINE OF A FIELD ENTRANCE, 2 M (6.6 FT) EAST OF A CULTIVATED
 AI6089'FIELD, AND 0.6 M (2.0 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI6089'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6089'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6089
 AI6089                          STATION RECOVERY (2003)
 AI6089
 AI6089'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6089'RECOVERED IN GOOD CONDITION.
 AI6089
 AI6089                          STATION RECOVERY (2005)
 AI6089
 AI6089'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6089'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M EAST, 1 M
 AI6089'NORTHWEST, AND 1 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6089'NOTE-- THE STATION IS ELEVATED 7 CM ABOVE GROUND LEVEL ON THE ROAD
 AI6089'SIDE OF THE CONCRETE POST.
 AI6089
 AI6089                          STATION RECOVERY (2006)
 AI6089
 AI6089'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6088 ***********************************************************************
 AI6088  DESIGNATION -  3X12
 AI6088  PID         -  AI6088
 AI6088  STATE/COUNTY-  WI/FOND DU LAC
 AI6088  COUNTRY     -  US
 AI6088  USGS QUAD   -  BYRON (2018)
 AI6088
 AI6088                         *CURRENT SURVEY CONTROL
 AI6088  ______________________________________________________________________
 AI6088* NAD 83(1986) POSITION- 43 42 02.9    (N) 088 24 09.8    (W)   HD_HELD2
 AI6088* NAVD 88 ORTHO HEIGHT -   306.676 (meters)     1006.15  (feet) ADJUSTED
 AI6088  ______________________________________________________________________
 AI6088  GEOID HEIGHT    -        -35.567 (meters)                     GEOID18
 AI6088  DYNAMIC HEIGHT  -        306.610 (meters)     1005.94  (feet) COMP
 AI6088  MODELED GRAVITY -    980,397.1   (mgal)                       NAVD 88
 AI6088
 AI6088  VERT ORDER      -  SECOND    CLASS I
 AI6088
 AI6088.The horizontal coordinates were established by autonomous hand held GPS
 AI6088.observations and have an estimated accuracy of +/- 10 meters.
 AI6088
 AI6088.The orthometric height was determined by differential leveling and
 AI6088.adjusted by the WI DEPT OF TRANSP
 AI6088.in May 2012.
 AI6088
 AI6088.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6088.GEOID18 height accuracy estimate available here.
 AI6088
 AI6088.Click photographs - Photos may exist for this station.
 AI6088
 AI6088.The dynamic height is computed by dividing the NAVD 88
 AI6088.geopotential number by the normal gravity value computed on the
 AI6088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6088.degrees latitude (g = 980.6199 gals.).
 AI6088
 AI6088.The modeled gravity was interpolated from observed gravity values.
 AI6088
 AI6088;                    North         East    Units  Estimated Accuracy
 AI6088;SPC WI S     -   190,178.      728,739.      MT  (+/- 10 meters HH2 GPS)
 AI6088
 AI6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8697339598(NAD 83)
 AI6088
 AI6088                          SUPERSEDED SURVEY CONTROL
 AI6088
 AI6088  NAVD 88 (04/20/07)  306.646  (m)         1006.05   (f) SUPERSEDED  2 1
 AI6088  NAVD 88 (10/20/00)  306.639  (m)         1006.03   (f) SUPERSEDED  2 1
 AI6088
 AI6088.Superseded values are not recommended for survey control.
 AI6088
 AI6088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6088.See file dsdata.pdf to determine how the superseded data were derived.
 AI6088
 AI6088_MARKER: DD = SURVEY DISK
 AI6088_SETTING: 66 = SET IN ROCK OUTCROP
 AI6088_STAMPING: 3X12 1999
 AI6088_MARK LOGO: WIDT
 AI6088_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI6088+STABILITY: POSITION/ELEVATION WELL
 AI6088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6088+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AI6088
 AI6088  HISTORY     - Date     Condition        Report By
 AI6088  HISTORY     - 1999     MONUMENTED       WIDT
 AI6088  HISTORY     - 20030709 GOOD             USPSQD
 AI6088  HISTORY     - 20050412 GOOD             WIDT
 AI6088  HISTORY     - 20060915 GOOD             USPSQD
 AI6088
 AI6088                          STATION DESCRIPTION
 AI6088
 AI6088'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6088'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH-SOUTHEAST OF FOND
 AI6088'DU LAC AND 3.2 KM (2.00 MI) NORTHWEST OF EDEN.  OWNERSHIP--FOND DU LAC
 AI6088'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI6088'COUNTY HIGHWAY B APPROXIMATELY 8.0 KM (4.95 MI) SOUTH OF THE CITY OF
 AI6088'FOND DU LAC, GO EAST ON COUNTY HIGHWAY B FOR 3.2 KM (2.00 MI) TO
 AI6088'COUNTY HIGHWAY K, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY K FOR 1.3
 AI6088'KM (0.80 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6088'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6088'DISK STAMPED --3X12 1999-- AND SET IN THE TOP OF A ROCK OUTCROP FLUSH
 AI6088'WITH THE GROUND AND ABOUT 2 M (6.6 FT) BELOW THE HIGHWAY PAVEMENT.
 AI6088'THE STATION IS 12.4 M (40.7 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 AI6088'COUNTY HIGHWAY K, 72 M (236.2 FT) WEST-NORTHWEST OF PRIVATE ENTRANCE
 AI6088'--N4401--, 59 M (193.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE
 AI6088'ENTRANCE --N4433--, 54.5 M (178.8 FT) NORTHWEST OF WOOD TRAFFIC SIGN
 AI6088'POST --SCHOOL BUS STOP AHEAD--, AND 1.5 M (4.9 FT) EAST-NORTHEAST OF A
 AI6088'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 AI6088'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6088
 AI6088                          STATION RECOVERY (2003)
 AI6088
 AI6088'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6088'RECOVERED IN GOOD CONDITION.
 AI6088
 AI6088                          STATION RECOVERY (2005)
 AI6088
 AI6088'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6088'RECOVERED IN GOOD CONDITION.
 AI6088
 AI6088                          STATION RECOVERY (2006)
 AI6088
 AI6088'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6087 ***********************************************************************
 AI6087  DESIGNATION -  3X13
 AI6087  PID         -  AI6087
 AI6087  STATE/COUNTY-  WI/FOND DU LAC
 AI6087  COUNTRY     -  US
 AI6087  USGS QUAD   -  BYRON (2018)
 AI6087
 AI6087                         *CURRENT SURVEY CONTROL
 AI6087  ______________________________________________________________________
 AI6087* NAD 83(1986) POSITION- 43 43 01.3    (N) 088 24 13.7    (W)   HD_HELD2
 AI6087* NAVD 88 ORTHO HEIGHT -   279.144 (meters)      915.82  (feet) ADJUSTED
 AI6087  ______________________________________________________________________
 AI6087  GEOID HEIGHT    -        -35.614 (meters)                     GEOID18
 AI6087  DYNAMIC HEIGHT  -        279.084 (meters)      915.63  (feet) COMP
 AI6087  MODELED GRAVITY -    980,399.1   (mgal)                       NAVD 88
 AI6087
 AI6087  VERT ORDER      -  SECOND    CLASS I
 AI6087
 AI6087.The horizontal coordinates were established by autonomous hand held GPS
 AI6087.observations and have an estimated accuracy of +/- 10 meters.
 AI6087
 AI6087.The orthometric height was determined by differential leveling and
 AI6087.adjusted by the WI DEPT OF TRANSP
 AI6087.in May 2012.
 AI6087
 AI6087.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6087.GEOID18 height accuracy estimate available here.
 AI6087
 AI6087.Click photographs - Photos may exist for this station.
 AI6087
 AI6087.The dynamic height is computed by dividing the NAVD 88
 AI6087.geopotential number by the normal gravity value computed on the
 AI6087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6087.degrees latitude (g = 980.6199 gals.).
 AI6087
 AI6087.The modeled gravity was interpolated from observed gravity values.
 AI6087
 AI6087;                    North         East    Units  Estimated Accuracy
 AI6087;SPC WI S     -   191,978.      728,617.      MT  (+/- 10 meters HH2 GPS)
 AI6087
 AI6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8691741402(NAD 83)
 AI6087
 AI6087                          SUPERSEDED SURVEY CONTROL
 AI6087
 AI6087  NAVD 88 (04/20/07)  279.114  (m)          915.73   (f) SUPERSEDED  2 1
 AI6087  NAVD 88 (10/20/00)  279.108  (m)          915.71   (f) SUPERSEDED  2 1
 AI6087
 AI6087.Superseded values are not recommended for survey control.
 AI6087
 AI6087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6087.See file dsdata.pdf to determine how the superseded data were derived.
 AI6087
 AI6087_MARKER: DD = SURVEY DISK
 AI6087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6087_STAMPING: 3X13 1999
 AI6087_MARK LOGO: WIDT
 AI6087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6087+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 AI6087
 AI6087  HISTORY     - Date     Condition        Report By
 AI6087  HISTORY     - 1999     MONUMENTED       WIDT
 AI6087  HISTORY     - 20030709 GOOD             USPSQD
 AI6087  HISTORY     - 20050429 GOOD             WIDT
 AI6087  HISTORY     - 20060915 GOOD             USPSQD
 AI6087  HISTORY     - 20120326 GOOD             CITFDL
 AI6087
 AI6087                          STATION DESCRIPTION
 AI6087
 AI6087'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6087'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHEAST OF FOND DU LAC
 AI6087'AND 4.8 KM (3.00 MI) NORTHWEST OF EDEN.  OWNERSHIP--FOND DU LAC
 AI6087'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI6087'COUNTY HIGHWAY B APPROXIMATELY 8.0 KM (4.95 MI) SOUTH OF THE CITY OF
 AI6087'FOND DU LAC, GO EAST ON COUNTY HIGHWAY B FOR 3.2 KM (2.00 MI) TO
 AI6087'COUNTY HIGHWAY K, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY K FOR 2.98
 AI6087'KM (1.85 MI) TO COUNTY HIGHWAY V, TURN LEFT AND GO WEST ON COUNTY
 AI6087'HIGHWAY V FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.  THE
 AI6087'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6087'SURVEY CONTROL STATION DISK STAMPED --3X13 1999-- AND SET IN THE TOP
 AI6087'OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6087'ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 11.2
 AI6087'M (36.7 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY V, 50.9 M
 AI6087'(167.0 FT) WEST-SOUTHWEST OF A WOOD TRAFFIC SIGN POST --JCT COUNTY
 AI6087'K--, 22.9 M (75.1 FT) SOUTHWEST OF POWER POLE --76-6344 40-5--, 4 M
 AI6087'(13.1 FT) NORTHEAST OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT)
 AI6087'NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI6087'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6087'HORIZON EXCEPT FOR A POWER LINE IN THE NORTHEAST QUADRANT EXTENDING TO
 AI6087'20 DEGREES.
 AI6087
 AI6087                          STATION RECOVERY (2003)
 AI6087
 AI6087'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6087'RECOVERED IN GOOD CONDITION.
 AI6087
 AI6087                          STATION RECOVERY (2005)
 AI6087
 AI6087'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6087'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 1 M NORTHEAST, 1 M
 AI6087'SOUTHWEST, AND 1 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6087
 AI6087                          STATION RECOVERY (2006)
 AI6087
 AI6087'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6087'RECOVERED IN GOOD CONDITION.
 AI6087
 AI6087                          STATION RECOVERY (2012)
 AI6087
 AI6087'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6087'RECOVERED AS DESCRIBED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6047 ***********************************************************************
 AI6047  DESIGNATION -  3X14
 AI6047  PID         -  AI6047
 AI6047  STATE/COUNTY-  WI/FOND DU LAC
 AI6047  COUNTRY     -  US
 AI6047  USGS QUAD   -  BYRON (2018)
 AI6047
 AI6047                         *CURRENT SURVEY CONTROL
 AI6047  ______________________________________________________________________
 AI6047* NAD 83(1986) POSITION- 43 43 23.7    (N) 088 24 06.3    (W)   HD_HELD2
 AI6047* NAVD 88 ORTHO HEIGHT -   272.288 (meters)      893.33  (feet) ADJUSTED
 AI6047  ______________________________________________________________________
 AI6047  GEOID HEIGHT    -        -35.628 (meters)                     GEOID18
 AI6047  DYNAMIC HEIGHT  -        272.230 (meters)      893.14  (feet) COMP
 AI6047  MODELED GRAVITY -    980,400.3   (mgal)                       NAVD 88
 AI6047
 AI6047  VERT ORDER      -  SECOND    CLASS I
 AI6047
 AI6047.The horizontal coordinates were established by autonomous hand held GPS
 AI6047.observations and have an estimated accuracy of +/- 10 meters.
 AI6047
 AI6047.The orthometric height was determined by differential leveling and
 AI6047.adjusted by the WI DEPT OF TRANSP
 AI6047.in May 2012.
 AI6047
 AI6047.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6047.GEOID18 height accuracy estimate available here.
 AI6047
 AI6047.Click photographs - Photos may exist for this station.
 AI6047
 AI6047.The dynamic height is computed by dividing the NAVD 88
 AI6047.geopotential number by the normal gravity value computed on the
 AI6047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6047.degrees latitude (g = 980.6199 gals.).
 AI6047
 AI6047.The modeled gravity was interpolated from observed gravity values.
 AI6047
 AI6047;                    North         East    Units  Estimated Accuracy
 AI6047;SPC WI S     -   192,673.      728,769.      MT  (+/- 10 meters HH2 GPS)
 AI6047
 AI6047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8709442090(NAD 83)
 AI6047
 AI6047                          SUPERSEDED SURVEY CONTROL
 AI6047
 AI6047  NAVD 88 (04/20/07)  272.258  (m)          893.23   (f) SUPERSEDED  2 1
 AI6047  NAVD 88 (10/20/00)  272.252  (m)          893.21   (f) SUPERSEDED  2 1
 AI6047
 AI6047.Superseded values are not recommended for survey control.
 AI6047
 AI6047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6047.See file dsdata.pdf to determine how the superseded data were derived.
 AI6047
 AI6047_MARKER: DD = SURVEY DISK
 AI6047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6047_STAMPING: 3X14 1999
 AI6047_MARK LOGO: WIDT
 AI6047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6047+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 AI6047
 AI6047  HISTORY     - Date     Condition        Report By
 AI6047  HISTORY     - 1999     MONUMENTED       WIDT
 AI6047  HISTORY     - 20030709 GOOD             USPSQD
 AI6047  HISTORY     - 20050512 GOOD             WIDT
 AI6047  HISTORY     - 20060915 GOOD             USPSQD
 AI6047  HISTORY     - 20120326 GOOD             CITFDL
 AI6047
 AI6047                          STATION DESCRIPTION
 AI6047
 AI6047'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6047'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF FOND DU
 AI6047'LAC.  OWNERSHIP--FOND DU LAC COUNTY.  TO REACH THE STATION FROM THE
 AI6047'JUNCTION OF US HIGHWAY 45 (MAIN STREET) WITH STATE HIGHWAY 23 (JOHNSON
 AI6047'STREET) IN THE CITY OF FOND DU LAC, GO EAST ON STATE HIGHWAY 23
 AI6047'(JOHNSON STREET) FOR 4.8 KM (3.00 MI) TO COUNTY HIGHWAY K, TURN RIGHT
 AI6047'AND GO SOUTH ON COUNTY HIGHWAY K FOR 4.2 KM (2.60 MI) TO US HIGHWAY
 AI6047'45, TURN RIGHT AND GO WEST ON US HIGHWAY 45 AND COUNTY HIGHWAY K FOR
 AI6047'0.5 KM (0.30 MI) TO COUNTY HIGHWAY K SOUTH, TURN LEFT AND GO SOUTH ON
 AI6047'COUNTY HIGHWAY K FOR 1.4 KM (0.85 MI) TO MEKLJOHN ROAD ON THE LEFT,
 AI6047'CONTINUE SOUTH ON COUNTY HIGHWAY K FOR 0.3 KM (0.20 MI) TO THE STATION
 AI6047'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6047'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3X14
 AI6047'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6047'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI6047'STATION IS 9.7 M (31.8 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY K,
 AI6047'0.2 KM (0.10 MI) NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE --N4996--
 AI6047'25.3 M (83.0 FT) SOUTHEAST OF A POWER POLE, 4.9 M (16.1 FT) NORTH OF
 AI6047'THE CENTERLINE OF A FIELD ENTRANCE, 2.0 M (6.6 FT) NORTHEAST OF THE
 AI6047'TOP CENTER OF THE NORTH END OF A 0.5 M (1.6 FT) DIAMETER CORRUGATED
 AI6047'METAL CULVERT PIPE, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS
 AI6047'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI6047'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6047
 AI6047                          STATION RECOVERY (2003)
 AI6047
 AI6047'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6047'RECOVERED IN GOOD CONDITION.
 AI6047
 AI6047                          STATION RECOVERY (2005)
 AI6047
 AI6047'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6047'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 1999 DESCRIPTION--
 AI6047'FROM US HIGHWAY 45, GO SOUTH ON COUNTY HIGHWAY K FOR 1.0 MI (NOT 0.85
 AI6047'MI) TO MEIKLEJOHN ROAD ON THE LEFT, CONTINUE SOUTH ON COUNTY HIGHWAY K
 AI6047'FOR 0.4 MI (NOT 0.2 MI) TO THE STATION ON THE LEFT.
 AI6047'ALTERNATIVE TO REACH-- FROM THE JUNCTION OF COUNTY HIGHWAY V AND
 AI6047'COUNTY HIGHWAY K ABOUT 2.5 MILES NORTHWEST OF EDEN, GO NORTH FOR 0.1
 AI6047'MILE ON COUNTY HIGHWAY K TO A RAILROAD CROSSING.  CONTINUE NORTH ON
 AI6047'COUNTY HIGHWAY K FOR 0.3 MILE TO THE STATION ON THE RIGHT.  ADD-- THE
 AI6047'STATION IS 1 M WEST, 1 M SOUTHEAST, AND 1 M NORTHEAST OF THREE WHITE
 AI6047'PLASTIC WITNESS POSTS.
 AI6047'
 AI6047
 AI6047                          STATION RECOVERY (2006)
 AI6047
 AI6047'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6047'RECOVERED IN GOOD CONDITION.
 AI6047
 AI6047                          STATION RECOVERY (2012)
 AI6047
 AI6047'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6047'RECOVERED AS DESCRIBED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6048 ***********************************************************************
 AI6048  DESIGNATION -  3X15
 AI6048  PID         -  AI6048
 AI6048  STATE/COUNTY-  WI/FOND DU LAC
 AI6048  COUNTRY     -  US
 AI6048  USGS QUAD   -  BYRON (2018)
 AI6048
 AI6048                         *CURRENT SURVEY CONTROL
 AI6048  ______________________________________________________________________
 AI6048* NAD 83(1986) POSITION- 43 44 22.7    (N) 088 24 05.6    (W)   HD_HELD2
 AI6048* NAVD 88 ORTHO HEIGHT -   257.804 (meters)      845.81  (feet) ADJUSTED
 AI6048  ______________________________________________________________________
 AI6048  GEOID HEIGHT    -        -35.668 (meters)                     GEOID18
 AI6048  DYNAMIC HEIGHT  -        257.749 (meters)      845.63  (feet) COMP
 AI6048  MODELED GRAVITY -    980,402.2   (mgal)                       NAVD 88
 AI6048
 AI6048  VERT ORDER      -  SECOND    CLASS I
 AI6048
 AI6048.The horizontal coordinates were established by autonomous hand held GPS
 AI6048.observations and have an estimated accuracy of +/- 10 meters.
 AI6048
 AI6048.The orthometric height was determined by differential leveling and
 AI6048.adjusted by the WI DEPT OF TRANSP
 AI6048.in May 2012.
 AI6048
 AI6048.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6048.GEOID18 height accuracy estimate available here.
 AI6048
 AI6048.Click photographs - Photos may exist for this station.
 AI6048
 AI6048.The dynamic height is computed by dividing the NAVD 88
 AI6048.geopotential number by the normal gravity value computed on the
 AI6048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6048.degrees latitude (g = 980.6199 gals.).
 AI6048
 AI6048.The modeled gravity was interpolated from observed gravity values.
 AI6048
 AI6048;                    North         East    Units  Estimated Accuracy
 AI6048;SPC WI S     -   194,493.      728,750.      MT  (+/- 10 meters HH2 GPS)
 AI6048
 AI6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8714043910(NAD 83)
 AI6048
 AI6048                          SUPERSEDED SURVEY CONTROL
 AI6048
 AI6048  NAVD 88 (04/20/07)  257.774  (m)          845.71   (f) SUPERSEDED  2 1
 AI6048  NAVD 88 (10/20/00)  257.768  (m)          845.69   (f) SUPERSEDED  2 1
 AI6048
 AI6048.Superseded values are not recommended for survey control.
 AI6048
 AI6048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6048.See file dsdata.pdf to determine how the superseded data were derived.
 AI6048
 AI6048_MARKER: DD = SURVEY DISK
 AI6048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6048_STAMPING: 3X15 1999
 AI6048_MARK LOGO: WIDT
 AI6048_PROJECTION: FLUSH
 AI6048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6048+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 AI6048
 AI6048  HISTORY     - Date     Condition        Report By
 AI6048  HISTORY     - 1999     MONUMENTED       WIDT
 AI6048  HISTORY     - 20030709 GOOD             USPSQD
 AI6048  HISTORY     - 20050405 GOOD             WIDT
 AI6048  HISTORY     - 20060915 GOOD             USPSQD
 AI6048  HISTORY     - 20120326 GOOD             CITFDL
 AI6048  HISTORY     - 20180517 GOOD             WI-039
 AI6048
 AI6048                          STATION DESCRIPTION
 AI6048
 AI6048'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6048'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF FOND DU LAC
 AI6048'AND 8.0 KM (4.95 MI) NORTHWEST OF EDEN.  OWNERSHIP--FOND DU LAC
 AI6048'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (MAIN
 AI6048'STREET) WITH STATE HIGHWAY 23 (JOHNSON STREET) IN THE CITY OF FOND DU
 AI6048'LAC, GO EAST ON STATE HIGHWAY 23 (JOHNSON STREET) FOR 4.8 KM (3.00 MI)
 AI6048'TO COUNTY HIGHWAY K, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY K FOR
 AI6048'4.2 KM (2.60 MI) TO US HIGHWAY 45, TURN RIGHT AND GO WEST ON US
 AI6048'HIGHWAY 45 AND COUNTY HIGHWAY K FOR 0.5 KM (0.30 MI) TO COUNTY HIGHWAY
 AI6048'K SOUTH, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY K FOR 0.5 KM (0.30
 AI6048'MI) TO REINHARDT ROAD, CONTINUE SOUTH ON COUNTY HIGHWAY K FOR 0.08 KM
 AI6048'(0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6048'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6048'DISK STAMPED --3X15 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6048'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6048'HIGHWAY PAVEMENT.  THE STATION IS 11.2 M (36.7 FT) EAST OF THE
 AI6048'CENTERLINE OF COUNTY HIGHWAY K, 31.4 M (103.0 FT) NORTHEAST OF POWER
 AI6048'POLE --L21 1--, 4.9 M (16.1 FT) NORTH OF THE CENTERLINE OF A FIELD
 AI6048'ENTRANCE, 3.4 M (11.2 FT) NORTHEAST OF THE TOP CENTER OF THE NORTH END
 AI6048'OF A 0.5 M (1.6 FT) DIAMETER CORRUGATED METAL CULVERT PIPE, AND 1.0 M
 AI6048'(3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 AI6048'HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6048'HORIZON.
 AI6048
 AI6048                          STATION RECOVERY (2003)
 AI6048
 AI6048'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6048'THE STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- EROSION AROUND
 AI6048'THE CONCRETE POST HAS EXPOSED ABOUT 1 FOOT OF THE POST ON THE WEST
 AI6048'SIDE.
 AI6048
 AI6048                          STATION RECOVERY (2005)
 AI6048
 AI6048'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6048'RECOVERED IN GOOD CONDITION.
 AI6048
 AI6048                          STATION RECOVERY (2006)
 AI6048
 AI6048'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6048'RECOVERED IN GOOD CONDITION.
 AI6048
 AI6048                          STATION RECOVERY (2012)
 AI6048
 AI6048'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6048'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AI6048
 AI6048                          STATION RECOVERY (2018)
 AI6048
 AI6048'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 AI6048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6049 ***********************************************************************
 AI6049  DESIGNATION -  3X16
 AI6049  PID         -  AI6049
 AI6049  STATE/COUNTY-  WI/FOND DU LAC
 AI6049  COUNTRY     -  US
 AI6049  USGS QUAD   -  BYRON (2018)
 AI6049
 AI6049                         *CURRENT SURVEY CONTROL
 AI6049  ______________________________________________________________________
 AI6049* NAD 83(1986) POSITION- 43 44 56.2    (N) 088 23 41.6    (W)   HD_HELD2
 AI6049* NAVD 88 ORTHO HEIGHT -   258.346 (meters)      847.59  (feet) ADJUSTED
 AI6049  ______________________________________________________________________
 AI6049  GEOID HEIGHT    -        -35.682 (meters)                     GEOID18
 AI6049  DYNAMIC HEIGHT  -        258.292 (meters)      847.41  (feet) COMP
 AI6049  MODELED GRAVITY -    980,403.6   (mgal)                       NAVD 88
 AI6049
 AI6049  VERT ORDER      -  SECOND    CLASS I
 AI6049
 AI6049.The horizontal coordinates were established by autonomous hand held GPS
 AI6049.observations and have an estimated accuracy of +/- 10 meters.
 AI6049
 AI6049.The orthometric height was determined by differential leveling and
 AI6049.adjusted by the WI DEPT OF TRANSP
 AI6049.in May 2012.
 AI6049
 AI6049.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6049.GEOID18 height accuracy estimate available here.
 AI6049
 AI6049.Click photographs - Photos may exist for this station.
 AI6049
 AI6049.The dynamic height is computed by dividing the NAVD 88
 AI6049.geopotential number by the normal gravity value computed on the
 AI6049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6049.degrees latitude (g = 980.6199 gals.).
 AI6049
 AI6049.The modeled gravity was interpolated from observed gravity values.
 AI6049
 AI6049;                    North         East    Units  Estimated Accuracy
 AI6049;SPC WI S     -   195,537.      729,267.      MT  (+/- 10 meters HH2 GPS)
 AI6049
 AI6049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8769544934(NAD 83)
 AI6049
 AI6049                          SUPERSEDED SURVEY CONTROL
 AI6049
 AI6049  NAVD 88 (04/20/07)  258.316  (m)          847.49   (f) SUPERSEDED  2 1
 AI6049  NAVD 88 (10/20/00)  258.311  (m)          847.48   (f) SUPERSEDED  2 1
 AI6049
 AI6049.Superseded values are not recommended for survey control.
 AI6049
 AI6049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6049.See file dsdata.pdf to determine how the superseded data were derived.
 AI6049
 AI6049_MARKER: DD = SURVEY DISK
 AI6049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6049_STAMPING: 3X16 1999
 AI6049_MARK LOGO: WIDT
 AI6049_PROJECTION: FLUSH
 AI6049_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6049+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 AI6049
 AI6049  HISTORY     - Date     Condition        Report By
 AI6049  HISTORY     - 1999     MONUMENTED       WIDT
 AI6049  HISTORY     - 20030709 GOOD             USPSQD
 AI6049  HISTORY     - 20050405 GOOD             WIDT
 AI6049  HISTORY     - 20060915 GOOD             USPSQD
 AI6049  HISTORY     - 20120326 GOOD             CITFDL
 AI6049  HISTORY     - 20180517 GOOD             WI-039
 AI6049
 AI6049                          STATION DESCRIPTION
 AI6049
 AI6049'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6049'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF FOND DU LAC
 AI6049'AND 8.0 KM (4.95 MI) NORTHWEST OF EDEN.  OWNERSHIP--FOND DU LAC
 AI6049'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (MAIN
 AI6049'STREET) WITH STATE HIGHWAY 23 (JOHNSON STREET) IN THE CITY OF FOND DU
 AI6049'LAC, GO EAST ON STATE HIGHWAY 23 (JOHNSON STREET) FOR 4.8 KM (3.00 MI)
 AI6049'TO COUNTY HIGHWAY K, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY K FOR
 AI6049'1.4 KM (0.85 MI) TO COUNTY HIGHWAY T, CONTINUE SOUTH ON COUNTY HIGHWAY
 AI6049'K FOR 2.3 KM (1.40 MI) TO THE STATION ON THE RIGHT. THE STATION IS A
 AI6049'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6049'STATION DISK STAMPED --3X16 1999-- AND SET IN THE TOP OF A 41 CM
 AI6049'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1.0 M
 AI6049'(3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.3 M (33.8 FT)
 AI6049'WEST OF THE CENTERLINE OF COUNTY HIGHWAY K, 25.3 M (83.0 FT) SOUTHWEST
 AI6049'OF POWER POLE --15-18-19 18/6--, 4.6 M (15.1 FT) NORTH OF THE
 AI6049'CENTERLINE OF A FIELD ENTRANCE, 3.0 M (9.8 FT) NORTHWEST OF THE TOP
 AI6049'CENTER OF THE NORTH END OF A 0.3 M (1.0 FT) DIAMETER CORRUGATED METAL
 AI6049'CULVERT PIPE, 2 M (6.6 FT) EAST OF A CULTIVATED FIELD, AND 1.0 M (3.3
 AI6049'FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI6049'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6049'HORIZON.
 AI6049
 AI6049                          STATION RECOVERY (2003)
 AI6049
 AI6049'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6049'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 AI6049'ABOUT 0.25 MILE NORTH OF HIGHWAY 45 ON COUNTY HIGHWAY K, 27 FEET SOUTH
 AI6049'OF A -STOP AHEAD- SIGN.
 AI6049
 AI6049                          STATION RECOVERY (2005)
 AI6049
 AI6049'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6049'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9.2 M
 AI6049'SOUTH-SOUTHWEST OF A --STOP AHEAD--SIGN POST, AND 1 M EAST, 1 M
 AI6049'NORTHWEST, AND 1 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6049'NOTE-- THE DESCRIBED FIELD ENTRANCE IS IN LINE WITH THE EXTENDED
 AI6049'DRIVEWAY TO --OUTBACK FARMS-- AT --N5743--.
 AI6049
 AI6049                          STATION RECOVERY (2006)
 AI6049
 AI6049'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6049'RECOVERED IN GOOD CONDITION.
 AI6049
 AI6049                          STATION RECOVERY (2012)
 AI6049
 AI6049'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6049'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AI6049
 AI6049                          STATION RECOVERY (2018)
 AI6049
 AI6049'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 AI6049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6050 ***********************************************************************
 AI6050  DESIGNATION -  3X17
 AI6050  PID         -  AI6050
 AI6050  STATE/COUNTY-  WI/FOND DU LAC
 AI6050  COUNTRY     -  US
 AI6050  USGS QUAD   -  FOND DU LAC (2018)
 AI6050
 AI6050                         *CURRENT SURVEY CONTROL
 AI6050  ______________________________________________________________________
 AI6050* NAD 83(1986) POSITION- 43 45 54.02   (N) 088 23 27.09   (W)   HD_HELD1
 AI6050* NAVD 88 ORTHO HEIGHT -   256.842 (meters)      842.66  (feet) ADJUSTED
 AI6050  ______________________________________________________________________
 AI6050  GEOID HEIGHT    -        -35.716 (meters)                     GEOID18
 AI6050  DYNAMIC HEIGHT  -        256.789 (meters)      842.48  (feet) COMP
 AI6050  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 AI6050
 AI6050  VERT ORDER      -  SECOND    CLASS I
 AI6050
 AI6050.The horizontal coordinates were determined by differentially corrected
 AI6050.hand held GPS observations or other comparable positioning techniques
 AI6050.and have an estimated accuracy of +/- 3 meters.
 AI6050
 AI6050.The orthometric height was determined by differential leveling and
 AI6050.adjusted by the WI DEPT OF TRANSP
 AI6050.in May 2012.
 AI6050
 AI6050.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6050.GEOID18 height accuracy estimate available here.
 AI6050
 AI6050.Click photographs - Photos may exist for this station.
 AI6050
 AI6050.The dynamic height is computed by dividing the NAVD 88
 AI6050.geopotential number by the normal gravity value computed on the
 AI6050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6050.degrees latitude (g = 980.6199 gals.).
 AI6050
 AI6050.The modeled gravity was interpolated from observed gravity values.
 AI6050
 AI6050;                    North         East    Units  Estimated Accuracy
 AI6050;SPC WI S     -   197,327.8     729,557.3     MT  (+/- 3 meters HH1 GPS) 
 AI6050
 AI6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8804946713(NAD 83)
 AI6050
 AI6050                          SUPERSEDED SURVEY CONTROL
 AI6050
 AI6050  NAVD 88 (04/20/07)  256.812  (m)          842.56   (f) SUPERSEDED  2 1
 AI6050  NAVD 88 (10/20/00)  256.807  (m)          842.54   (f) SUPERSEDED  2 1
 AI6050
 AI6050.Superseded values are not recommended for survey control.
 AI6050
 AI6050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6050.See file dsdata.pdf to determine how the superseded data were derived.
 AI6050
 AI6050_MARKER: DD = SURVEY DISK
 AI6050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6050_STAMPING: 3X17 1999
 AI6050_MARK LOGO: WIDT
 AI6050_PROJECTION: FLUSH
 AI6050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6050+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 AI6050
 AI6050  HISTORY     - Date     Condition        Report By
 AI6050  HISTORY     - 1999     MONUMENTED       WIDT
 AI6050  HISTORY     - 20030709 GOOD             USPSQD
 AI6050  HISTORY     - 20050405 GOOD             WIDT
 AI6050  HISTORY     - 20060915 GOOD             USPSQD
 AI6050  HISTORY     - 20120326 GOOD             CITFDL
 AI6050  HISTORY     - 20180517 GOOD             WI-039
 AI6050
 AI6050                          STATION DESCRIPTION
 AI6050
 AI6050'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6050'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF FOND DU LAC AND
 AI6050'8.0 KM (4.95 MI) NORTHWEST OF EDEN.  OWNERSHIP--FOND DU LAC COUNTY. TO
 AI6050'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (MAIN STREET)
 AI6050'WITH STATE HIGHWAY 23 (JOHNSON STREET) IN THE CITY OF FOND DU LAC, GO
 AI6050'EAST ON STATE HIGHWAY 23 (JOHNSON STREET) FOR 4.8 KM (3.00 MI) TO
 AI6050'COUNTY HIGHWAY K, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY K FOR 1.4
 AI6050'KM (0.85 MI) TO COUNTY HIGHWAY T, CONTINUE SOUTH ON COUNTY HIGHWAY K
 AI6050'FOR 0.5 KM (0.30 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI6050'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6050'STATION DISK STAMPED --3X17 1999-- AND SET IN THE TOP OF A 41 CM
 AI6050'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1.0 M
 AI6050'(3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.3 M (33.8 FT)
 AI6050'WEST OF THE CENTERLINE OF COUNTY HIGHWAY K, 45.5 M (149.3 FT) SOUTH OF
 AI6050'TELEPHONE PEDESTAL --L1312 20--, 22.9 M (75.1 FT) NORTHWEST OF POWER
 AI6050'POLE --AMERICAN ENERGY SERVICE 1985--, 5 M (16.4 FT) NORTH OF THE
 AI6050'CENTERLINE OF A FIELD ENTRANCE, 3.0 M (9.8 FT) NORTHWEST OF THE TOP
 AI6050'CENTER OF THE NORTH END OF A 0.5 M (1.6 FT) DIAMETER CORRUGATED METAL
 AI6050'CULVERT PIPE, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI6050'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6050'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6050
 AI6050                          STATION RECOVERY (2003)
 AI6050
 AI6050'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6050'RECOVERED IN GOOD CONDITION.
 AI6050
 AI6050                          STATION RECOVERY (2005)
 AI6050
 AI6050'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6050'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.2 MILE
 AI6050'NORTH OF COUNTY HIGHWAY V WEST (RIENZI ROAD), 59 M NORTH OF THE
 AI6050'CENTERLINE OF THE DRIVEWAY TO --N6174-- , AND 1 M EAST, 1 M SOUTH, AND
 AI6050'1 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.   NOTE-- THE TELEPHONE
 AI6050'PEDESTAL IS NUMBERED --6206-- (NOT --L1312 20--).
 AI6050
 AI6050                          STATION RECOVERY (2006)
 AI6050
 AI6050'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6050'RECOVERED IN GOOD CONDITION.
 AI6050
 AI6050                          STATION RECOVERY (2012)
 AI6050
 AI6050'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6050'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AI6050
 AI6050                          STATION RECOVERY (2018)
 AI6050
 AI6050'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 AI6050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6051 ***********************************************************************
 AI6051  DESIGNATION -  3X18
 AI6051  PID         -  AI6051
 AI6051  STATE/COUNTY-  WI/FOND DU LAC
 AI6051  COUNTRY     -  US
 AI6051  USGS QUAD   -  FOND DU LAC (2018)
 AI6051
 AI6051                         *CURRENT SURVEY CONTROL
 AI6051  ______________________________________________________________________
 AI6051* NAD 83(1986) POSITION- 43 46 48.24   (N) 088 23 11.16   (W)   HD_HELD1
 AI6051* NAVD 88 ORTHO HEIGHT -   255.273 (meters)      837.51  (feet) ADJUSTED
 AI6051  ______________________________________________________________________
 AI6051  GEOID HEIGHT    -        -35.746 (meters)                     GEOID18
 AI6051  DYNAMIC HEIGHT  -        255.220 (meters)      837.33  (feet) COMP
 AI6051  MODELED GRAVITY -    980,406.0   (mgal)                       NAVD 88
 AI6051
 AI6051  VERT ORDER      -  SECOND    CLASS I
 AI6051
 AI6051.The horizontal coordinates were determined by differentially corrected
 AI6051.hand held GPS observations or other comparable positioning techniques
 AI6051.and have an estimated accuracy of +/- 3 meters.
 AI6051
 AI6051.The orthometric height was determined by differential leveling and
 AI6051.adjusted by the WI DEPT OF TRANSP
 AI6051.in May 2012.
 AI6051
 AI6051.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6051.GEOID18 height accuracy estimate available here.
 AI6051
 AI6051.Click photographs - Photos may exist for this station.
 AI6051
 AI6051.The dynamic height is computed by dividing the NAVD 88
 AI6051.geopotential number by the normal gravity value computed on the
 AI6051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6051.degrees latitude (g = 980.6199 gals.).
 AI6051
 AI6051.The modeled gravity was interpolated from observed gravity values.
 AI6051
 AI6051;                    North         East    Units  Estimated Accuracy
 AI6051;SPC WI S     -   199,007.7     729,881.1     MT  (+/- 3 meters HH1 GPS) 
 AI6051
 AI6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8843348379(NAD 83)
 AI6051
 AI6051                          SUPERSEDED SURVEY CONTROL
 AI6051
 AI6051  NAVD 88 (04/20/07)  255.242  (m)          837.41   (f) SUPERSEDED  2 1
 AI6051  NAVD 88 (10/20/00)  255.239  (m)          837.40   (f) SUPERSEDED  2 1
 AI6051
 AI6051.Superseded values are not recommended for survey control.
 AI6051
 AI6051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6051.See file dsdata.pdf to determine how the superseded data were derived.
 AI6051
 AI6051_MARKER: DD = SURVEY DISK
 AI6051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6051_STAMPING: 3X18 1999
 AI6051_MARK LOGO: WIDT
 AI6051_PROJECTION: FLUSH
 AI6051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6051+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 AI6051
 AI6051  HISTORY     - Date     Condition        Report By
 AI6051  HISTORY     - 1999     MONUMENTED       WIDT
 AI6051  HISTORY     - 20030709 GOOD             USPSQD
 AI6051  HISTORY     - 20050405 GOOD             WIDT
 AI6051  HISTORY     - 20060619 GOOD             USPSQD
 AI6051  HISTORY     - 20120326 GOOD             CITFDL
 AI6051  HISTORY     - 20180517 GOOD             WI-039
 AI6051
 AI6051                          STATION DESCRIPTION
 AI6051
 AI6051'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6051'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF FOND DU LAC AND
 AI6051'8.0 KM (4.95 MI) NORTHWEST OF EDEN.  OWNERSHIP--FOND DU LAC COUNTY. TO
 AI6051'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (MAIN STREET)
 AI6051'WITH STATE HIGHWAY 23 (JOHNSON STREET) IN THE CITY OF FOND DU LAC, GO
 AI6051'EAST ON STATE HIGHWAY 23 (JOHNSON STREET) FOR 4.8 KM (3.00 MI) TO
 AI6051'COUNTY HIGHWAY K, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY K FOR 0.5
 AI6051'KM (0.30 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6051'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6051'DISK STAMPED --3X18 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6051'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2.0 M (6.6 FT)
 AI6051'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 82 M (269.0 FT) WEST OF
 AI6051'THE CENTERLINE OF COUNTY HIGHWAY K, 42.9 M (140.7 FT) NORTH OF A
 AI6051'TELEPHONE PEDESTAL, 27.3 M (89.6 FT) WEST OF THE WEST EDGE OF THE
 AI6051'MEDIAN OF BELLEVUE BOULEVARD, 26.7 M (87.6 FT) SOUTHWEST OF THE TOP
 AI6051'CENTER OF A FIRE HYDRANT, 4.5 M (14.8 FT) NORTH OF THE EXTENDED
 AI6051'CENTERLINE OF BELLEVUE BOULEVARD, AND 1.0 M (3.3 FT) EAST OF A WHITE
 AI6051'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6051'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6051
 AI6051                          STATION RECOVERY (2003)
 AI6051
 AI6051'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6051'RECOVERED IN GOOD CONDITION.
 AI6051
 AI6051                          STATION RECOVERY (2005)
 AI6051
 AI6051'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6051'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 1 M EAST, 1 M
 AI6051'NORTH, AND 1 M SOUTH OF THREE WHITE  PLASTIC WITNESS POSTS.
 AI6051'CORRECTION TO THE 1999 DESCRIPTION-- THE STATION IS 8.2 M (NOT 82 M)
 AI6051'WEST OF THE CENTERLINE OF COUNTY HIGHWAY K.
 AI6051
 AI6051                          STATION RECOVERY (2006)
 AI6051
 AI6051'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6051'RECOVERED IN GOOD CONDITION.
 AI6051
 AI6051                          STATION RECOVERY (2012)
 AI6051
 AI6051'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6051'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AI6051
 AI6051                          STATION RECOVERY (2018)
 AI6051
 AI6051'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 AI6051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6052 ***********************************************************************
 AI6052  DESIGNATION -  3X20
 AI6052  PID         -  AI6052
 AI6052  STATE/COUNTY-  WI/FOND DU LAC
 AI6052  COUNTRY     -  US
 AI6052  USGS QUAD   -  FOND DU LAC (2018)
 AI6052
 AI6052                         *CURRENT SURVEY CONTROL
 AI6052  ______________________________________________________________________
 AI6052* NAD 83(1986) POSITION- 43 47 14.81   (N) 088 25 01.75   (W)   HD_HELD1
 AI6052* NAVD 88 ORTHO HEIGHT -   231.302 (meters)      758.86  (feet) ADJUSTED
 AI6052  ______________________________________________________________________
 AI6052  GEOID HEIGHT    -        -35.797 (meters)                     GEOID18
 AI6052  DYNAMIC HEIGHT  -        231.255 (meters)      758.71  (feet) COMP
 AI6052  MODELED GRAVITY -    980,410.2   (mgal)                       NAVD 88
 AI6052
 AI6052  VERT ORDER      -  SECOND    CLASS I
 AI6052
 AI6052.The horizontal coordinates were determined by differentially corrected
 AI6052.hand held GPS observations or other comparable positioning techniques
 AI6052.and have an estimated accuracy of +/- 3 meters.
 AI6052
 AI6052.The orthometric height was determined by differential leveling and
 AI6052.adjusted by the WI DEPT OF TRANSP
 AI6052.in May 2012.
 AI6052
 AI6052.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6052.GEOID18 height accuracy estimate available here.
 AI6052
 AI6052.Click photographs - Photos may exist for this station.
 AI6052
 AI6052.The dynamic height is computed by dividing the NAVD 88
 AI6052.geopotential number by the normal gravity value computed on the
 AI6052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6052.degrees latitude (g = 980.6199 gals.).
 AI6052
 AI6052.The modeled gravity was interpolated from observed gravity values.
 AI6052
 AI6052;                    North         East    Units  Estimated Accuracy
 AI6052;SPC WI S     -   199,780.1     727,393.1     MT  (+/- 3 meters HH1 GPS) 
 AI6052
 AI6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8597549241(NAD 83)
 AI6052
 AI6052                          SUPERSEDED SURVEY CONTROL
 AI6052
 AI6052  NAVD 88 (04/20/07)  231.271  (m)          758.76   (f) SUPERSEDED  2 1
 AI6052  NAVD 88 (10/20/00)  231.268  (m)          758.75   (f) SUPERSEDED  2 1
 AI6052
 AI6052.Superseded values are not recommended for survey control.
 AI6052
 AI6052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6052.See file dsdata.pdf to determine how the superseded data were derived.
 AI6052
 AI6052_MARKER: DD = SURVEY DISK
 AI6052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6052_STAMPING: 3X20 1999
 AI6052_MARK LOGO: WIDT
 AI6052_PROJECTION: FLUSH
 AI6052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6052+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 AI6052
 AI6052  HISTORY     - Date     Condition        Report By
 AI6052  HISTORY     - 1999     MONUMENTED       WIDT
 AI6052  HISTORY     - 20030722 GOOD             USPSQD
 AI6052  HISTORY     - 20050405 GOOD             WIDT
 AI6052  HISTORY     - 20060619 GOOD             USPSQD
 AI6052  HISTORY     - 20120326 GOOD             CITFDL
 AI6052  HISTORY     - 20180517 GOOD             WI-039
 AI6052
 AI6052                          STATION DESCRIPTION
 AI6052
 AI6052'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6052'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF FOND DU
 AI6052'LAC.  OWNERSHIP--MORAINE PARK TECHNICAL COLLEGE.  TO REACH THE STATION
 AI6052'FROM THE JUNCTION OF US HIGHWAY 45 (MAIN STREET) WITH STATE HIGHWAY 23
 AI6052'(JOHNSON STREET) IN THE CITY OF FOND DU LAC, GO EAST ON STATE HIGHWAY
 AI6052'23 (JOHNSON STREET) FOR 2.6 KM (1.60 MI) TO UNIVERSITY AVENUE, TURN
 AI6052'LEFT AND GO NORTH ON UNIVERSITY AVENUE FOR 0.24 KM (0.15 MI) TO CAMPUS
 AI6052'DRIVE, TURN LEFT AND GO WEST ON CAMPUS DRIVE FOR 0.24 KM (0.15 MI) TO
 AI6052'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 AI6052'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3X20
 AI6052'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6052'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 AI6052'STATION IS 10.8 M (35.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AI6052'CAMPUS DRIVE, 32.3 M (106.0 FT) SOUTHWEST OF THE CENTER OF A 0.6 M
 AI6052'(2.0 FT) DIAMETER WILLOW TREE, 32.0 M (105.0 FT) EAST-SOUTHEAST OF THE
 AI6052'CENTERLINE OF THE ENTRANCE TO PARKING LOT --O--, 13.2 M (43.3 FT)
 AI6052'WEST-NORTHWEST OF THE NORTH END OF A --MORAINE PARK TECHNICAL
 AI6052'COLLEGE--SIGN, AND 9.3 M (30.5 FT) SOUTH OF A SEWER INLET ON CAMPUS
 AI6052'DRIVE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI6052'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6052
 AI6052                          STATION RECOVERY (2003)
 AI6052
 AI6052'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6052'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WILLOW TREE PRESENT.
 AI6052'-BM 3X20- IS PAINTED ON THE STREET NEAR THE CURB.
 AI6052
 AI6052                          STATION RECOVERY (2005)
 AI6052
 AI6052'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6052'RECOVERED IN GOOD CONDITION.
 AI6052
 AI6052                          STATION RECOVERY (2006)
 AI6052
 AI6052'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6052'RECOVERED IN GOOD CONDITION.
 AI6052
 AI6052                          STATION RECOVERY (2012)
 AI6052
 AI6052'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6052'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AI6052
 AI6052                          STATION RECOVERY (2018)
 AI6052
 AI6052'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 AI6052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6053 ***********************************************************************
 AI6053  DESIGNATION -  3X21
 AI6053  PID         -  AI6053
 AI6053  STATE/COUNTY-  WI/FOND DU LAC
 AI6053  COUNTRY     -  US
 AI6053  USGS QUAD   -  FOND DU LAC (2018)
 AI6053
 AI6053                         *CURRENT SURVEY CONTROL
 AI6053  ______________________________________________________________________
 AI6053* NAD 83(2011) POSITION- 43 47 41.35298(N) 088 25 52.12735(W)   ADJUSTED
 AI6053* NAD 83(2011) ELLIP HT-   194.518 (meters)        (12/02/25)   ADJUSTED
 AI6053* NAD 83(2011) EPOCH   -  2010.00
 AI6053* NAVD 88 ORTHO HEIGHT -   230.372 (meters)      755.81  (feet) ADJUSTED
 AI6053  ______________________________________________________________________
 AI6053  GEOID HEIGHT    -        -35.826 (meters)                     GEOID18
 AI6053  NAD 83(2011) X  -    126,252.660 (meters)                     COMP
 AI6053  NAD 83(2011) Y  - -4,609,695.276 (meters)                     COMP
 AI6053  NAD 83(2011) Z  -  4,391,798.715 (meters)                     COMP
 AI6053  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 AI6053  DYNAMIC HEIGHT  -        230.325 (meters)      755.66  (feet) COMP
 AI6053  MODELED GRAVITY -    980,410.4   (mgal)                       NAVD 88
 AI6053
 AI6053  VERT ORDER      -  SECOND    CLASS I
 AI6053
 AI6053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6053  Standards:
 AI6053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6053  -------------------------------------------------------------------
 AI6053  NETWORK    0.48   0.86           0.22   0.17   0.44     -0.03661296
 AI6053  -------------------------------------------------------------------
 AI6053  Click here for local accuracies and other accuracy information.
 AI6053
 AI6053.The horizontal coordinates were established by GPS observations
 AI6053.and adjusted by the National Geodetic Survey in December 2025.
 AI6053
 AI6053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6053.been affixed to the stable North American tectonic plate. See 
 AI6053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6053
 AI6053.The horizontal coordinates are valid at the epoch date displayed above
 AI6053.which is a decimal equivalence of Year/Month/Day.
 AI6053
 AI6053.The orthometric height was determined by differential leveling and
 AI6053.adjusted by the WI DEPT OF TRANSP
 AI6053.in May 2012.
 AI6053
 AI6053.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6053.GEOID18 height accuracy estimate available here.
 AI6053
 AI6053.Click photographs - Photos may exist for this station.
 AI6053
 AI6053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6053
 AI6053.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6053
 AI6053.The ellipsoidal height was determined by GPS observations
 AI6053.and is referenced to NAD 83.
 AI6053
 AI6053.The dynamic height is computed by dividing the NAVD 88
 AI6053.geopotential number by the normal gravity value computed on the
 AI6053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6053.degrees latitude (g = 980.6199 gals.).
 AI6053
 AI6053.The modeled gravity was interpolated from observed gravity values.
 AI6053
 AI6053. The following values were computed from the NAD 83(2011) position.
 AI6053
 AI6053;                    North         East     Units Scale Factor Converg.
 AI6053;SPC WI S     -   200,577.874   726,251.603   MT  0.99995611   +1 04 40.7
 AI6053;SPC WI S     -   658,062.57  2,382,710.47   sFT  0.99995611   +1 04 40.7
 AI6053;UTM  16      - 4,850,079.669   384,863.903   MT  0.99976305   -0 59 26.1
 AI6053
 AI6053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6053!SPC WI S     -   0.99996950  x   0.99995611  =   0.99992561
 AI6053!UTM  16      -   0.99996950  x   0.99976305  =   0.99973256
 AI6053
 AI6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8486350079(NAD 83)
 AI6053
 AI6053                          SUPERSEDED SURVEY CONTROL
 AI6053
 AI6053  NAVD 88 (04/20/07)  230.337  (m)          755.70   (f) SUPERSEDED  2 1
 AI6053  NAVD 88 (10/20/00)  230.359  (m)          755.77   (f) SUPERSEDED  2 1
 AI6053
 AI6053.Superseded values are not recommended for survey control.
 AI6053
 AI6053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6053.See file dsdata.pdf to determine how the superseded data were derived.
 AI6053
 AI6053_MARKER: DD = SURVEY DISK
 AI6053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6053_STAMPING: 3X21 1999
 AI6053_MARK LOGO: WIDT
 AI6053_PROJECTION: FLUSH
 AI6053_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6053+STABILITY: SURFACE MOTION
 AI6053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6053+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 AI6053
 AI6053  HISTORY     - Date     Condition        Report By
 AI6053  HISTORY     - 1999     MONUMENTED       WIDT
 AI6053  HISTORY     - 20020206 GOOD             WIDT
 AI6053  HISTORY     - 20030722 GOOD             USPSQD
 AI6053  HISTORY     - 20050429 GOOD             WIDT
 AI6053  HISTORY     - 20060929 GOOD             USPSQD
 AI6053  HISTORY     - 20120327 GOOD             CITFDL
 AI6053  HISTORY     - 20180517 GOOD             WI-039
 AI6053  HISTORY     - 20220804 GOOD             DJHENK
 AI6053
 AI6053                          STATION DESCRIPTION
 AI6053
 AI6053'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6053'THE STATION IS LOCATED IN FOND DU LAC.  OWNERSHIP--WISCONSIN
 AI6053'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6053'OF US HIGHWAY 45 (MAIN STREET) WITH US HIGHWAY 151 (WINNEBAGO DRIVE)
 AI6053'IN THE CITY OF FOND DU LAC, GO EAST ON US HIGHWAY 151 (WINNEBAGO
 AI6053'DRIVE) FOR 1.3 KM (0.80 MI) TO THE BRIDGE OVER DE NEVEU CREEK,
 AI6053'CONTINUE NORTHEAST ON US HIGHWAY 151 (WINNEBAGO DRIVE) FOR 0.08 KM
 AI6053'(0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6053'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6053'DISK STAMPED --3X21 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6053'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6053'HIGHWAY PAVEMENT.  THE STATION IS 12.8 M (42.0 FT) SOUTHEAST OF THE
 AI6053'CENTERLINE OF US HIGHWAY 151 (WINNEBAGO DRIVE) ,55 M NORTHEAST OF THE
 AI6053'NORTHEAST MASONRY CORNER OF GAUGING STATION --WILLOW DRIVE 12--, 38.6
 AI6053'M (126.6 FT) SOUTH OF LIGHT POLE WITH MAST --19--, 26.8 M (87.9 FT)
 AI6053'NORTHEAST OF UTILITY POLE --15-17-2 1/23--, AND 1.0 M (3.3 FT)
 AI6053'NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI6053'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6053'HORIZON.
 AI6053
 AI6053                          STATION RECOVERY (2002)
 AI6053
 AI6053'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 AI6053'RECOVERED AS DESCRIBED.
 AI6053
 AI6053                          STATION RECOVERY (2003)
 AI6053
 AI6053'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6053'RECOVERED IN GOOD CONDITION.  NOTE-- NO WITNESS POST WAS FOUND.  THE
 AI6053'BRIDGE IS NORTHEAST OF THE JUNCTION OF TAFT STREET AND HIGHWAY 51.
 AI6053'ADD-- THE STATION IS 5.2 FEET NORTHEAST OF THE SOUTHERN END AND 4.5
 AI6053'FEET SOUTHEAST OF THE EDGE OF A CONCRETE SIDEWALK.
 AI6053
 AI6053                          STATION RECOVERY (2005)
 AI6053
 AI6053'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6053'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 2003 DESCRIPTION-- THE
 AI6053'STATION IS 1.6 M EAST (NOT NORTHEAST) OF THE SOUTHERN END OF THE
 AI6053'CONCRETE SIDEWALK AND 1.4 M SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AI6053'SIDEWALK.  ADD THE STATION IS 0.1 MILE NORTHEAST OF TAFT STREET ON
 AI6053'HIGHWAY 151 (WINNEBAGO DRIVE) AND 1 M NORTHWEST OF A WHITE PLASTIC
 AI6053'WITNESS POST.
 AI6053
 AI6053                          STATION RECOVERY (2006)
 AI6053
 AI6053'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6053'RECOVERED IN GOOD CONDITION.
 AI6053
 AI6053                          STATION RECOVERY (2012)
 AI6053
 AI6053'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 AI6053'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AI6053
 AI6053                          STATION RECOVERY (2018)
 AI6053
 AI6053'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 AI6053'RECOVERED IN GOOD CONDITION.
 AI6053
 AI6053                          STATION RECOVERY (2022)
 AI6053
 AI6053'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2022 (DJH)
 AI6053'RECOVERED AS DESCRIBED.
 AI6053'
 AI6053'NOTE-THE SIDEWALK NOW CONTINUES TO THE NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6183 ***********************************************************************
 AI6183  DESIGNATION -  3X31
 AI6183  PID         -  AI6183
 AI6183  STATE/COUNTY-  WI/WASHINGTON
 AI6183  COUNTRY     -  US
 AI6183  USGS QUAD   -  KEWASKUM (2018)
 AI6183
 AI6183                         *CURRENT SURVEY CONTROL
 AI6183  ______________________________________________________________________
 AI6183* NAD 83(1986) POSITION- 43 30 49.61   (N) 088 13 29.65   (W)   HD_HELD1
 AI6183* NAVD 88 ORTHO HEIGHT -   292.673 (meters)      960.21  (feet) ADJUSTED
 AI6183  ______________________________________________________________________
 AI6183  GEOID HEIGHT    -        -35.089 (meters)                     GEOID18
 AI6183  DYNAMIC HEIGHT  -        292.607 (meters)      959.99  (feet) COMP
 AI6183  MODELED GRAVITY -    980,385.8   (mgal)                       NAVD 88
 AI6183
 AI6183  VERT ORDER      -  SECOND    CLASS I
 AI6183
 AI6183.The horizontal coordinates were determined by differentially corrected
 AI6183.hand held GPS observations or other comparable positioning techniques
 AI6183.and have an estimated accuracy of +/- 3 meters.
 AI6183
 AI6183.The orthometric height was determined by differential leveling and
 AI6183.adjusted by the WI DEPT OF TRANSP
 AI6183.in May 2012.
 AI6183
 AI6183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6183.GEOID18 height accuracy estimate available here.
 AI6183
 AI6183.Click photographs - Photos may exist for this station.
 AI6183
 AI6183.The dynamic height is computed by dividing the NAVD 88
 AI6183.geopotential number by the normal gravity value computed on the
 AI6183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6183.degrees latitude (g = 980.6199 gals.).
 AI6183
 AI6183.The modeled gravity was interpolated from observed gravity values.
 AI6183
 AI6183;                    North         East    Units  Estimated Accuracy
 AI6183;SPC WI S     -   169,694.4     743,511.1     MT  (+/- 3 meters HH1 GPS) 
 AI6183
 AI6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0099518600(NAD 83)
 AI6183
 AI6183                          SUPERSEDED SURVEY CONTROL
 AI6183
 AI6183  NAVD 88 (04/20/07)  292.645  (m)          960.12   (f) SUPERSEDED  2 1
 AI6183  NAVD 88 (10/20/00)  292.625  (m)          960.05   (f) SUPERSEDED  2 1
 AI6183
 AI6183.Superseded values are not recommended for survey control.
 AI6183
 AI6183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6183.See file dsdata.pdf to determine how the superseded data were derived.
 AI6183
 AI6183_MARKER: DD = SURVEY DISK
 AI6183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6183_STAMPING: 3X31 1999
 AI6183_MARK LOGO: WIDT
 AI6183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6183+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 AI6183
 AI6183  HISTORY     - Date     Condition        Report By
 AI6183  HISTORY     - 1999     MONUMENTED       WIDT
 AI6183  HISTORY     - 20031108 GOOD             USPSQD
 AI6183  HISTORY     - 20060517 GOOD             WIDT
 AI6183
 AI6183                          STATION DESCRIPTION
 AI6183
 AI6183'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6183'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH OF WEST BEND AND
 AI6183'IN KEWASKUM.  OWNERSHIP--WASHINGTON COUNTY.  TO REACH THE STATION FROM
 AI6183'THE JUNCTION OF US HIGHWAY 45 (FOND DU LAC AVENUE) WITH STATE HIGHWAY
 AI6183'28 (MAIN STREET) IN THE VILLAGE OF KEWASKUM, GO SOUTH ON US HIGHWAY 45
 AI6183'(FOND DU LAC AVENUE) FOR 0.80 KM (0.50 MI) TO COUNTY HIGHWAY H, ON THE
 AI6183'RIGHT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY H FOR 0.08 KM (0.05
 AI6183'MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6183'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6183'STAMPED --3X31 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER
 AI6183'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD
 AI6183'PAVEMENT.  THE STATION IS 9.3 M (30.5 FT) NORTH OF THE CENTERLINE OF
 AI6183'COUNTY HIGHWAY H, 48 M (157.5 FT) EAST OF THE CENTERLINE OF MILAN
 AI6183'DRIVE, 12.6 M (41.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF POWER
 AI6183'PEDESTAL --1370--, 4.4 M (14.4 FT) SOUTH OF THE SOUTH EDGE OF A
 AI6183'SIDEWALK, AND 3.7 M (12.1 FT) EAST OF THE EAST EDGE OF THE SOUTH
 AI6183'ENTRANCE TO DAIRY QUEEN.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6183'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 AI6183'FOR A TREE IN THE NORTH-NORTHWEST QUADRANT EXTENDING TO 20 DEGREES,
 AI6183'TREES IN THE SOUTHEAST QUADRANT EXTENDING TO 20 DEGREES, AND A POWER
 AI6183'POLE IN THE SOUTH QUADRANT EXTENDING TO 23 DEGREES.
 AI6183
 AI6183                          STATION RECOVERY (2003)
 AI6183
 AI6183'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6183'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12.1 FEET EAST OF
 AI6183'THE EASTERN EDGE OF THE SOUTH DRIVEWAY TO THE DAIRY QUEEN PARKING
 AI6183'AREA.
 AI6183
 AI6183                          STATION RECOVERY (2006)
 AI6183
 AI6183'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6183'RECOVERED IN GOOD CONDITION.  NOTE-- THE VISIBLE OBSTRUCTION AT THIS
 AI6183'STATION IS A TREE TO THE NORTH EXTENDING TO 40 DEGREES ABOVE THE
 AI6183'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6181 ***********************************************************************
 AI6181  DESIGNATION -  3X32
 AI6181  PID         -  AI6181
 AI6181  STATE/COUNTY-  WI/WASHINGTON
 AI6181  COUNTRY     -  US
 AI6181  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6181
 AI6181                         *CURRENT SURVEY CONTROL
 AI6181  ______________________________________________________________________
 AI6181* NAD 83(1986) POSITION- 43 30 51.6    (N) 088 15 31.4    (W)   HD_HELD2
 AI6181* NAVD 88 ORTHO HEIGHT -   326.902 (meters)     1072.51  (feet) ADJUSTED
 AI6181  ______________________________________________________________________
 AI6181  GEOID HEIGHT    -        -35.078 (meters)                     GEOID18
 AI6181  DYNAMIC HEIGHT  -        326.828 (meters)     1072.27  (feet) COMP
 AI6181  MODELED GRAVITY -    980,384.2   (mgal)                       NAVD 88
 AI6181
 AI6181  VERT ORDER      -  SECOND    CLASS I
 AI6181
 AI6181.The horizontal coordinates were established by autonomous hand held GPS
 AI6181.observations and have an estimated accuracy of +/- 10 meters.
 AI6181
 AI6181.The orthometric height was determined by differential leveling and
 AI6181.adjusted by the WI DEPT OF TRANSP
 AI6181.in May 2012.
 AI6181
 AI6181.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6181.GEOID18 height accuracy estimate available here.
 AI6181
 AI6181.Click photographs - Photos may exist for this station.
 AI6181
 AI6181.The dynamic height is computed by dividing the NAVD 88
 AI6181.geopotential number by the normal gravity value computed on the
 AI6181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6181.degrees latitude (g = 980.6199 gals.).
 AI6181
 AI6181.The modeled gravity was interpolated from observed gravity values.
 AI6181
 AI6181;                    North         East    Units  Estimated Accuracy
 AI6181;SPC WI S     -   169,698.      740,776.      MT  (+/- 10 meters HH2 GPS)
 AI6181
 AI6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9826318702(NAD 83)
 AI6181
 AI6181                          SUPERSEDED SURVEY CONTROL
 AI6181
 AI6181  NAVD 88 (04/20/07)  326.873  (m)         1072.42   (f) SUPERSEDED  2 1
 AI6181  NAVD 88 (10/20/00)  326.854  (m)         1072.35   (f) SUPERSEDED  2 1
 AI6181
 AI6181.Superseded values are not recommended for survey control.
 AI6181
 AI6181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6181.See file dsdata.pdf to determine how the superseded data were derived.
 AI6181
 AI6181_MARKER: DD = SURVEY DISK
 AI6181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6181_STAMPING: 3X32 1999
 AI6181_MARK LOGO: WIDT
 AI6181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6181+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AI6181
 AI6181  HISTORY     - Date     Condition        Report By
 AI6181  HISTORY     - 1999     MONUMENTED       WIDT
 AI6181  HISTORY     - 20031108 GOOD             USPSQD
 AI6181  HISTORY     - 20060523 GOOD             WIDT
 AI6181
 AI6181                          STATION DESCRIPTION
 AI6181
 AI6181'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6181'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH OF WEST BEND AND
 AI6181'3.2 KM (2.00 MI) WEST-SOUTHWEST OF KEWASKUM.  OWNERSHIP--WASHINGTON
 AI6181'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (FOND
 AI6181'DU LAC AVENUE) WITH STATE HIGHWAY 28 (MAIN STREET) IN THE VILLAGE OF
 AI6181'KEWASKUM, GO SOUTH ON US HIGHWAY 45 (FOND DU LAC AVENUE) FOR 0.8 KM
 AI6181'(0.50 MI) TO COUNTY HIGHWAY H ON THE RIGHT, TURN RIGHT AND GO WEST ON
 AI6181'COUNTY HIGHWAY H FOR 1.4 KM (0.85 MI) TO KETTLE VIEW ROAD ON THE LEFT,
 AI6181'CONTINUE WEST ON COUNTY HIGHWAY H FOR 1.4 KM (0.85 MI) TO THE STATION
 AI6181'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6181'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3X32
 AI6181'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6181'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI6181'STATION IS 12.7 M (41.7 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 AI6181'H, 0.2 KM (0.10 MI) EAST OF COUNTY HIGHWAY B (SOUTH) AND HIGHLAND ROAD
 AI6181'(NORTH) , 35.3 M (115.8 FT) NORTHEAST OF POWER POLE --79-09171 40-5--,
 AI6181'24.0 M (78.7 FT) EAST OF A METAL POST FOR A --R/W-- SIGN, 4.1 M (13.5
 AI6181'FT) EAST OF THE CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT)
 AI6181'SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI6181'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6181'HORIZON.
 AI6181
 AI6181                          STATION RECOVERY (2003)
 AI6181
 AI6181'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6181'RECOVERED IN GOOD CONDITION.
 AI6181
 AI6181                          STATION RECOVERY (2006)
 AI6181
 AI6181'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6181'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 AI6181'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6181'NOTE-- COUNTY HIGHWAY B IN THE 1999 DESCRIPTION IS HIGHLAND ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6182 ***********************************************************************
 AI6182  DESIGNATION -  3X33
 AI6182  PID         -  AI6182
 AI6182  STATE/COUNTY-  WI/WASHINGTON
 AI6182  COUNTRY     -  US
 AI6182  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6182
 AI6182                         *CURRENT SURVEY CONTROL
 AI6182  ______________________________________________________________________
 AI6182* NAD 83(1986) POSITION- 43 31 29.23   (N) 088 15 40.14   (W)   HD_HELD1
 AI6182* NAVD 88 ORTHO HEIGHT -   318.186 (meters)     1043.92  (feet) ADJUSTED
 AI6182  ______________________________________________________________________
 AI6182  GEOID HEIGHT    -        -35.100 (meters)                     GEOID18
 AI6182  DYNAMIC HEIGHT  -        318.114 (meters)     1043.68  (feet) COMP
 AI6182  MODELED GRAVITY -    980,384.7   (mgal)                       NAVD 88
 AI6182
 AI6182  VERT ORDER      -  SECOND    CLASS I
 AI6182
 AI6182.The horizontal coordinates were determined by differentially corrected
 AI6182.hand held GPS observations or other comparable positioning techniques
 AI6182.and have an estimated accuracy of +/- 3 meters.
 AI6182
 AI6182.The orthometric height was determined by differential leveling and
 AI6182.adjusted by the WI DEPT OF TRANSP
 AI6182.in May 2012.
 AI6182
 AI6182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6182.GEOID18 height accuracy estimate available here.
 AI6182
 AI6182.Click photographs - Photos may exist for this station.
 AI6182
 AI6182.The dynamic height is computed by dividing the NAVD 88
 AI6182.geopotential number by the normal gravity value computed on the
 AI6182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6182.degrees latitude (g = 980.6199 gals.).
 AI6182
 AI6182.The modeled gravity was interpolated from observed gravity values.
 AI6182
 AI6182;                    North         East    Units  Estimated Accuracy
 AI6182;SPC WI S     -   170,855.1     740,555.5     MT  (+/- 3 meters HH1 GPS) 
 AI6182
 AI6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9808419866(NAD 83)
 AI6182
 AI6182                          SUPERSEDED SURVEY CONTROL
 AI6182
 AI6182  NAVD 88 (04/20/07)  318.157  (m)         1043.82   (f) SUPERSEDED  2 1
 AI6182  NAVD 88 (10/20/00)  318.139  (m)         1043.76   (f) SUPERSEDED  2 1
 AI6182
 AI6182.Superseded values are not recommended for survey control.
 AI6182
 AI6182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6182.See file dsdata.pdf to determine how the superseded data were derived.
 AI6182
 AI6182_MARKER: DD = SURVEY DISK
 AI6182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6182_STAMPING: 3X33 1999
 AI6182_MARK LOGO: WIDT
 AI6182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6182+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AI6182
 AI6182  HISTORY     - Date     Condition        Report By
 AI6182  HISTORY     - 1999     MONUMENTED       WIDT
 AI6182  HISTORY     - 20031108 GOOD             USPSQD
 AI6182  HISTORY     - 20060523 GOOD             WIDT
 AI6182
 AI6182                          STATION DESCRIPTION
 AI6182
 AI6182'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6182'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH-NORTHWEST OF WEST
 AI6182'BEND AND 2.4 KM (1.50 MI) NORTHWEST OF KEWASKUM.  OWNERSHIP--TOWN OF
 AI6182'KEWASKUM.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45
 AI6182'WITH STATE HIGHWAY 28 APPROXIMATELY 0.8 KM (0.50 MI) NORTH OF THE
 AI6182'VILLAGE OF KEWASKUM, GO WEST ON STATE HIGHWAY 28 FOR 2.01 KM (1.25 MI)
 AI6182'TO HIGHLAND ROAD, TURN LEFT AND GO SOUTH ON HIGHLAND ROAD FOR 0.5 KM
 AI6182'(0.30 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6182'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6182'DISK STAMPED --3X33 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6182'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6182'HIGHWAY PAVEMENT.  THE STATION IS 4.9 M (16.1 FT) WEST OF THE
 AI6182'CENTERLINE OF HIGHLAND ROAD, 129 M (423.2 FT) SOUTH-SOUTHWEST OF
 AI6182'TELEPHONE PEDESTAL --2930--, 128 M (419.9 FT) SOUTH OF TELEPHONE
 AI6182'PEDESTAL --2934--, 91 M (298.6 FT) SOUTH-SOUTHWEST OF A METAL TRAFFIC
 AI6182'SIGN POST --STOP AHEAD--, APPROXIMATELY 2 M (6.6 FT) EAST OF A
 AI6182'CULTIVATED FIELD, 0.4 KM (0.25 MI) NORTH OF PRIVATE ENTRANCE --9081--,
 AI6182'AND 0.7 M (2.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI6182'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6182'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6182
 AI6182                          STATION RECOVERY (2003)
 AI6182
 AI6182'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6182'RECOVERED IN GOOD CONDITION.
 AI6182
 AI6182                          STATION RECOVERY (2006)
 AI6182
 AI6182'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6182'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M EAST, 1.0 M
 AI6182'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6065 ***********************************************************************
 AI6065  DESIGNATION -  3X34
 AI6065  PID         -  AI6065
 AI6065  STATE/COUNTY-  WI/WASHINGTON
 AI6065  COUNTRY     -  US
 AI6065  USGS QUAD   -  KEWASKUM (2018)
 AI6065
 AI6065                         *CURRENT SURVEY CONTROL
 AI6065  ______________________________________________________________________
 AI6065* NAD 83(1986) POSITION- 43 31 54.61   (N) 088 14 07.89   (W)   HD_HELD1
 AI6065* NAVD 88 ORTHO HEIGHT -   300.912 (meters)      987.24  (feet) ADJUSTED
 AI6065  ______________________________________________________________________
 AI6065  GEOID HEIGHT    -        -35.122 (meters)                     GEOID18
 AI6065  DYNAMIC HEIGHT  -        300.844 (meters)      987.02  (feet) COMP
 AI6065  MODELED GRAVITY -    980,385.7   (mgal)                       NAVD 88
 AI6065
 AI6065  VERT ORDER      -  SECOND    CLASS I
 AI6065
 AI6065.The horizontal coordinates were determined by differentially corrected
 AI6065.hand held GPS observations or other comparable positioning techniques
 AI6065.and have an estimated accuracy of +/- 3 meters.
 AI6065
 AI6065.The orthometric height was determined by differential leveling and
 AI6065.adjusted by the WI DEPT OF TRANSP
 AI6065.in May 2012.
 AI6065
 AI6065.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6065.GEOID18 height accuracy estimate available here.
 AI6065
 AI6065.Click photographs - Photos may exist for this station.
 AI6065
 AI6065.The dynamic height is computed by dividing the NAVD 88
 AI6065.geopotential number by the normal gravity value computed on the
 AI6065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6065.degrees latitude (g = 980.6199 gals.).
 AI6065
 AI6065.The modeled gravity was interpolated from observed gravity values.
 AI6065
 AI6065;                    North         East    Units  Estimated Accuracy
 AI6065;SPC WI S     -   171,681.7     742,610.0     MT  (+/- 3 meters HH1 GPS) 
 AI6065
 AI6065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0016620618(NAD 83)
 AI6065
 AI6065                          SUPERSEDED SURVEY CONTROL
 AI6065
 AI6065  NAVD 88 (04/20/07)  300.883  (m)          987.15   (f) SUPERSEDED  2 1
 AI6065  NAVD 88 (10/20/00)  300.865  (m)          987.09   (f) SUPERSEDED  2 1
 AI6065
 AI6065.Superseded values are not recommended for survey control.
 AI6065
 AI6065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6065.See file dsdata.pdf to determine how the superseded data were derived.
 AI6065
 AI6065_MARKER: DD = SURVEY DISK
 AI6065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6065_STAMPING: 3X34 1999
 AI6065_MARK LOGO: WIDT
 AI6065_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6065+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 AI6065
 AI6065  HISTORY     - Date     Condition        Report By
 AI6065  HISTORY     - 1999     MONUMENTED       WIDT
 AI6065  HISTORY     - 20031108 GOOD             USPSQD
 AI6065  HISTORY     - 20060517 GOOD             WIDT
 AI6065
 AI6065                          STATION DESCRIPTION
 AI6065
 AI6065'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6065'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH-NORTHWEST OF WEST
 AI6065'BEND AND 0.8 KM (0.50 MI) NORTHWEST OF KEWASKUM.  OWNERSHIP--TOWN OF
 AI6065'KEWASKUM.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45
 AI6065'WITH STATE HIGHWAY 28 APPROXIMATELY 0.8 KM (0.50 MI) NORTH OF THE TOWN
 AI6065'OF KEWASKUM, GO NORTH ON US HIGHWAY 45 FOR 0.5 KM (0.30 MI) TO FOND DU
 AI6065'LAC ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON FOND DU LAC ROAD FOR
 AI6065'80 M (262.5 FT) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6065'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6065'DISK STAMPED --3X34 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6065'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6065'HIGHWAY PAVEMENT.  THE STATION IS 5.0 M (16.4 FT) EAST OF THE
 AI6065'CENTERLINE OF FOND DU LAC ROAD, 69.1 M (226.7 FT) NORTH OF UTILITY
 AI6065'POLE --80-04238 40--, 52.4 M (171.9 FT) NORTH-NORTHEAST OF THE
 AI6065'NORTHEAST CORNER OF PRIVATE RESIDENCE --9383--, 27.4 M (89.9 FT)
 AI6065'NORTH-NORTHEAST OF A WOOD TRAFFIC SIGN POST --SPEED LIMIT 25--, 14.0 M
 AI6065'(45.9 FT) NORTH-NORTHWEST OF A METAL SIGN POST --NO DUMPING WITHOUT
 AI6065'PERMISSION--, AND 0.7 M (2.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 AI6065'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6065'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6065
 AI6065                          STATION RECOVERY (2003)
 AI6065
 AI6065'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6065'RECOVERED IN GOOD CONDITION.
 AI6065
 AI6065                          STATION RECOVERY (2006)
 AI6065
 AI6065'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6065'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 27.4 M SOUTHEAST OF
 AI6065'A METAL --SPEED LIMIT 25-- SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6031 ***********************************************************************
 AI6031  DESIGNATION -  3X35
 AI6031  PID         -  AI6031
 AI6031  STATE/COUNTY-  WI/FOND DU LAC
 AI6031  COUNTRY     -  US
 AI6031  USGS QUAD   -  KEWASKUM (2018)
 AI6031
 AI6031                         *CURRENT SURVEY CONTROL
 AI6031  ______________________________________________________________________
 AI6031* NAD 83(1986) POSITION- 43 32 37.31   (N) 088 14 12.31   (W)   HD_HELD1
 AI6031* NAVD 88 ORTHO HEIGHT -   290.714 (meters)      953.78  (feet) ADJUSTED
 AI6031  ______________________________________________________________________
 AI6031  GEOID HEIGHT    -        -35.147 (meters)                     GEOID18
 AI6031  DYNAMIC HEIGHT  -        290.648 (meters)      953.57  (feet) COMP
 AI6031  MODELED GRAVITY -    980,386.0   (mgal)                       NAVD 88
 AI6031
 AI6031  VERT ORDER      -  SECOND    CLASS I
 AI6031
 AI6031.The horizontal coordinates were determined by differentially corrected
 AI6031.hand held GPS observations or other comparable positioning techniques
 AI6031.and have an estimated accuracy of +/- 3 meters.
 AI6031
 AI6031.The orthometric height was determined by differential leveling and
 AI6031.adjusted by the WI DEPT OF TRANSP
 AI6031.in May 2012.
 AI6031
 AI6031.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6031.GEOID18 height accuracy estimate available here.
 AI6031
 AI6031.Click photographs - Photos may exist for this station.
 AI6031
 AI6031.The dynamic height is computed by dividing the NAVD 88
 AI6031.geopotential number by the normal gravity value computed on the
 AI6031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6031.degrees latitude (g = 980.6199 gals.).
 AI6031
 AI6031.The modeled gravity was interpolated from observed gravity values.
 AI6031
 AI6031;                    North         East    Units  Estimated Accuracy
 AI6031;SPC WI S     -   172,997.0     742,482.9     MT  (+/- 3 meters HH1 GPS) 
 AI6031
 AI6031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0008721937(NAD 83)
 AI6031
 AI6031                          SUPERSEDED SURVEY CONTROL
 AI6031
 AI6031  NAVD 88 (04/20/07)  290.684  (m)          953.69   (f) SUPERSEDED  2 1
 AI6031  NAVD 88 (10/20/00)  290.666  (m)          953.63   (f) SUPERSEDED  2 1
 AI6031
 AI6031.Superseded values are not recommended for survey control.
 AI6031
 AI6031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6031.See file dsdata.pdf to determine how the superseded data were derived.
 AI6031
 AI6031_MARKER: DD = SURVEY DISK
 AI6031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6031_STAMPING: 3X35 1999
 AI6031_MARK LOGO: WIDT
 AI6031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6031+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 AI6031
 AI6031  HISTORY     - Date     Condition        Report By
 AI6031  HISTORY     - 1999     MONUMENTED       WIDT
 AI6031  HISTORY     - 20030709 GOOD             USPSQD
 AI6031  HISTORY     - 20050422 GOOD             WIDT
 AI6031  HISTORY     - 20061003 GOOD             USPSQD
 AI6031
 AI6031                          STATION DESCRIPTION
 AI6031
 AI6031'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6031'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTH-NORTHWEST OF WEST
 AI6031'BEND AND 1.6 KM (1.00 MI) NORTH OF KEWASKUM.  OWNERSHIP--WISCONSIN
 AI6031'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6031'OF US HIGHWAY 45 (FOND DU LAC AVENUE) WITH STATE HIGHWAY 28 EAST (MAIN
 AI6031'STREET) IN THE VILLAGE OF KEWASKUM, GO NORTH ON US HIGHWAY 45 AND
 AI6031'STATE HIGHWAY 28 FOR 1.0 KM (0.60 MI) TO WHERE STATE HIGHWAY 28 TURNS
 AI6031'LEFT, CONTINUE NORTH ON US HIGHWAY 45 FOR 1.6 KM (1.00 MI) TO BRIDGE
 AI6031'--B-20-102-91-- OVER THE MILWAUKEE RIVER, CONTINUE NORTH ON US HIGHWAY
 AI6031'45 FOR 100 M (328.1 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI6031'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6031'STATION DISK STAMPED --3X35 1999-- AND SET IN THE TOP OF A 41 CM (16
 AI6031'-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M
 AI6031'(1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 19.6 M (64.3 FT)
 AI6031'NORTHEAST OF THE CENTERLINE OF US HIGHWAY 45, 34.9 M (114.5 FT)
 AI6031'NORTHWEST OF POWER POLE --91-02329 30-5--, 42.0 M (137.8 FT) SOUTHEAST
 AI6031'OF TELEPHONE PEDESTAL --3201--, AND 3.2 M (10.5 FT) SOUTHWEST OF AN
 AI6031'ELECTRIC FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI6031'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6031
 AI6031                          STATION RECOVERY (2003)
 AI6031
 AI6031'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6031'RECOVERED IN GOOD CONDITION.
 AI6031
 AI6031                          STATION RECOVERY (2005)
 AI6031
 AI6031'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6031'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 24.0 M (NOT
 AI6031'42.0 M) SOUTHEAST OF TELEPHONE PEDESTAL --3201--.
 AI6031
 AI6031                          STATION RECOVERY (2006)
 AI6031
 AI6031'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6032 ***********************************************************************
 AI6032  DESIGNATION -  3X36
 AI6032  PID         -  AI6032
 AI6032  STATE/COUNTY-  WI/FOND DU LAC
 AI6032  COUNTRY     -  US
 AI6032  USGS QUAD   -  KEWASKUM (2018)
 AI6032
 AI6032                         *CURRENT SURVEY CONTROL
 AI6032  ______________________________________________________________________
 AI6032* NAD 83(1986) POSITION- 43 33 34.33   (N) 088 14 25.47   (W)   HD_HELD1
 AI6032* NAVD 88 ORTHO HEIGHT -   295.600 (meters)      969.81  (feet) ADJUSTED
 AI6032  ______________________________________________________________________
 AI6032  GEOID HEIGHT    -        -35.181 (meters)                     GEOID18
 AI6032  DYNAMIC HEIGHT  -        295.533 (meters)      969.59  (feet) COMP
 AI6032  MODELED GRAVITY -    980,386.1   (mgal)                       NAVD 88
 AI6032
 AI6032  VERT ORDER      -  SECOND    CLASS I
 AI6032
 AI6032.The horizontal coordinates were determined by differentially corrected
 AI6032.hand held GPS observations or other comparable positioning techniques
 AI6032.and have an estimated accuracy of +/- 3 meters.
 AI6032
 AI6032.The orthometric height was determined by differential leveling and
 AI6032.adjusted by the WI DEPT OF TRANSP
 AI6032.in May 2012.
 AI6032
 AI6032.No vertical observational check was made to the station.
 AI6032
 AI6032.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6032.GEOID18 height accuracy estimate available here.
 AI6032
 AI6032.Click photographs - Photos may exist for this station.
 AI6032
 AI6032.The dynamic height is computed by dividing the NAVD 88
 AI6032.geopotential number by the normal gravity value computed on the
 AI6032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6032.degrees latitude (g = 980.6199 gals.).
 AI6032
 AI6032.The modeled gravity was interpolated from observed gravity values.
 AI6032
 AI6032;                    North         East    Units  Estimated Accuracy
 AI6032;SPC WI S     -   174,750.0     742,150.4     MT  (+/- 3 meters HH1 GPS) 
 AI6032
 AI6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9981823700(NAD 83)
 AI6032
 AI6032                          SUPERSEDED SURVEY CONTROL
 AI6032
 AI6032  NAVD 88 (04/20/07)  295.583  (m)          969.76   (f) SUPERSEDED  2 1
 AI6032  NAVD 88 (10/20/00)  295.551  (m)          969.65   (f) SUPERSEDED  2 1
 AI6032
 AI6032.Superseded values are not recommended for survey control.
 AI6032
 AI6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6032.See file dsdata.pdf to determine how the superseded data were derived.
 AI6032
 AI6032_MARKER: DD = SURVEY DISK
 AI6032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6032_STAMPING: 3X36 1999
 AI6032_MARK LOGO: WIDT
 AI6032_PROJECTION: FLUSH
 AI6032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6032+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 AI6032
 AI6032  HISTORY     - Date     Condition        Report By
 AI6032  HISTORY     - 1999     MONUMENTED       WIDT
 AI6032  HISTORY     - 20010416 GOOD             WIDT
 AI6032  HISTORY     - 20030709 GOOD             USPSQD
 AI6032  HISTORY     - 20050422 GOOD             WIDT
 AI6032  HISTORY     - 20061006 GOOD             USPSQD
 AI6032
 AI6032                          STATION DESCRIPTION
 AI6032
 AI6032'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6032'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH-NORTHWEST OF
 AI6032'WEST BEND AND 3.2 KM (2.00 MI) NORTH OF KEWASKUM. OWNERSHIP--WISCONSIN
 AI6032'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6032'OF US HIGHWAY 45 (FOND DU LAC AVENUE) WITH STATE HIGHWAY 28 EAST (MAIN
 AI6032'STREET) IN THE VILLAGE OF KEWASKUM, GO NORTH ON US HIGHWAY 45 AND
 AI6032'STATE HIGHWAY 28 FOR 1.0 KM (0.60 MI) TO WHERE STATE HIGHWAY 28 TURNS
 AI6032'LEFT, CONTINUE NORTH ON US HIGHWAY 45 FOR 1.77 KM (1.10 MI) TO OLD
 AI6032'BRIDGE ROAD ON THE RIGHT, CONTINUE NORTH ON US HIGHWAY 45 FOR 0.24 KM
 AI6032'(0.15 MI) TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 AI6032'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6032'DISK STAMPED --3X36 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6032'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1.5 M (4.9 FT)
 AI6032'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 12.1 M (39.7 FT) EAST OF
 AI6032'THE CENTERLINE OF US HIGHWAY 45, 46.3 M (151.9 FT) SOUTHEAST OF A WOOD
 AI6032'TRAFFIC SIGN POST --NO PASSING ZONE--, 44.9 M (147.3 FT) NORTHEAST OF
 AI6032'UTILITY POLE --59-10092 55-3--, 30.2 M (99.1 FT) SOUTH OF THE TOP
 AI6032'CENTER OF THE EAST END OF A 1.0 M (3.3 FT) DIAMETER CORRUGATED METAL
 AI6032'CULVERT PIPE, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 AI6032'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6032'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6032
 AI6032                          STATION RECOVERY (2001)
 AI6032
 AI6032'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 AI6032'RECOVERED AS DESCRIBED.
 AI6032
 AI6032                          STATION RECOVERY (2003)
 AI6032
 AI6032'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6032'RECOVERED IN GOOD CONDITION.
 AI6032
 AI6032                          STATION RECOVERY (2005)
 AI6032
 AI6032'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6032'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 21 M NORTH OF
 AI6032'THE EXTENDED CENTERLINE OF A FIELD ENTRANCE AND 1 M WEST, 1 M
 AI6032'SOUTHEAST, AND 1 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6032
 AI6032                          STATION RECOVERY (2006)
 AI6032
 AI6032'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6033 ***********************************************************************
 AI6033  DESIGNATION -  3X37
 AI6033  PID         -  AI6033
 AI6033  STATE/COUNTY-  WI/FOND DU LAC
 AI6033  COUNTRY     -  US
 AI6033  USGS QUAD   -  KEWASKUM (2018)
 AI6033
 AI6033                         *CURRENT SURVEY CONTROL
 AI6033  ______________________________________________________________________
 AI6033* NAD 83(1986) POSITION- 43 34 16.60   (N) 088 14 25.35   (W)   HD_HELD1
 AI6033* NAVD 88 ORTHO HEIGHT -   297.505 (meters)      976.06  (feet) ADJUSTED
 AI6033  ______________________________________________________________________
 AI6033  GEOID HEIGHT    -        -35.207 (meters)                     GEOID18
 AI6033  DYNAMIC HEIGHT  -        297.438 (meters)      975.84  (feet) COMP
 AI6033  MODELED GRAVITY -    980,386.4   (mgal)                       NAVD 88
 AI6033
 AI6033  VERT ORDER      -  SECOND    CLASS I
 AI6033
 AI6033.The horizontal coordinates were determined by differentially corrected
 AI6033.hand held GPS observations or other comparable positioning techniques
 AI6033.and have an estimated accuracy of +/- 3 meters.
 AI6033
 AI6033.The orthometric height was determined by differential leveling and
 AI6033.adjusted by the WI DEPT OF TRANSP
 AI6033.in May 2012.
 AI6033
 AI6033.No vertical observational check was made to the station.
 AI6033
 AI6033.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6033.GEOID18 height accuracy estimate available here.
 AI6033
 AI6033.Click photographs - Photos may exist for this station.
 AI6033
 AI6033.The dynamic height is computed by dividing the NAVD 88
 AI6033.geopotential number by the normal gravity value computed on the
 AI6033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6033.degrees latitude (g = 980.6199 gals.).
 AI6033
 AI6033.The modeled gravity was interpolated from observed gravity values.
 AI6033
 AI6033;                    North         East    Units  Estimated Accuracy
 AI6033;SPC WI S     -   176,054.2     742,125.6     MT  (+/- 3 meters HH1 GPS) 
 AI6033
 AI6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9984025004(NAD 83)
 AI6033
 AI6033                          SUPERSEDED SURVEY CONTROL
 AI6033
 AI6033  NAVD 88 (04/20/07)  297.488  (m)          976.01   (f) SUPERSEDED  2 1
 AI6033  NAVD 88 (05/16/03)  297.457  (m)          975.91   (f) SUPERSEDED  2 1
 AI6033  NAVD 88 (10/20/00)  297.465  (m)          975.93   (f) SUPERSEDED  2 1
 AI6033
 AI6033.Superseded values are not recommended for survey control.
 AI6033
 AI6033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6033.See file dsdata.pdf to determine how the superseded data were derived.
 AI6033
 AI6033_MARKER: DD = SURVEY DISK
 AI6033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6033_STAMPING: 3X37 1999
 AI6033_MARK LOGO: WIDT
 AI6033_PROJECTION: FLUSH
 AI6033_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6033+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 AI6033
 AI6033  HISTORY     - Date     Condition        Report By
 AI6033  HISTORY     - 1999     MONUMENTED       WIDT
 AI6033  HISTORY     - 20010416 GOOD             WIDT
 AI6033  HISTORY     - 20030709 GOOD             USPSQD
 AI6033  HISTORY     - 20050422 GOOD             WIDT
 AI6033  HISTORY     - 20061006 GOOD             USPSQD
 AI6033
 AI6033                          STATION DESCRIPTION
 AI6033
 AI6033'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6033'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH-NORTHWEST OF
 AI6033'WEST BEND AND 4.8 KM (3.00 MI) NORTH OF KEWASKUM. OWNERSHIP--WISCONSIN
 AI6033'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6033'OF US HIGHWAY 45 (FOND DU LAC AVENUE) WITH STATE HIGHWAY 28 EAST (MAIN
 AI6033'STREET) IN THE VILLAGE OF KEWASKUM, GO NORTH ON US HIGHWAY 45 AND
 AI6033'STATE HIGHWAY 28 FOR 1.0 KM (0.60 MI) TO WHERE STATE HIGHWAY 28 TURNS
 AI6033'LEFT, CONTINUE NORTH ON US HIGHWAY 45 FOR 2.6 KM (1.60 MI) TO
 AI6033'ASHFORD-AUBURN ROAD, CONTINUE NORTH ON US HIGHWAY 45 FOR 0.6 KM (0.35
 AI6033'MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6033'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6033'STAMPED --3X37 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER
 AI6033'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 3 M (9.8 FT) BELOW THE
 AI6033'HIGHWAY PAVEMENT.  THE STATION IS 13.3 M (43.6 FT) EAST OF THE
 AI6033'CENTERLINE OF US HIGHWAY 45, 13.4 M (44.0 FT) SOUTH OF THE CENTERLINE
 AI6033'OF CHRISTY LANE, 8.0 M (26.2 FT) NORTH OF THE EAST END OF A 1.2 M (3.9
 AI6033'FT) DIAMETER CORRUGATED METAL CULVERT PIPE, 7.6 M (24.9 FT) SOUTH OF
 AI6033'THE SOUTH END OF A CORRUGATED METAL CULVERT PIPE, 5.7 M (18.7 FT)
 AI6033'SOUTHWEST OF A METAL --BURIED CABLE-- POST, AND 1.0 M (3.3 FT) WEST OF
 AI6033'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6033'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6033
 AI6033                          STATION RECOVERY (2001)
 AI6033
 AI6033'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 AI6033'RECOVERED AS DESCRIBED.
 AI6033
 AI6033                          STATION RECOVERY (2003)
 AI6033
 AI6033'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6033'RECOVERED IN GOOD CONDITION.
 AI6033
 AI6033                          STATION RECOVERY (2005)
 AI6033
 AI6033'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6033'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 10
 AI6033'CM BELOW GROUND LEVEL.
 AI6033
 AI6033                          STATION RECOVERY (2006)
 AI6033
 AI6033'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6205 ***********************************************************************
 AI6205  DESIGNATION -  3X38
 AI6205  PID         -  AI6205
 AI6205  STATE/COUNTY-  WI/FOND DU LAC
 AI6205  COUNTRY     -  US
 AI6205  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6205
 AI6205                         *CURRENT SURVEY CONTROL
 AI6205  ______________________________________________________________________
 AI6205* NAD 83(1986) POSITION- 43 33 52.7    (N) 088 16 17.4    (W)   HD_HELD2
 AI6205* NAVD 88 ORTHO HEIGHT -   298.238 (meters)      978.47  (feet) ADJUSTED
 AI6205  ______________________________________________________________________
 AI6205  GEOID HEIGHT    -        -35.191 (meters)                     GEOID18
 AI6205  DYNAMIC HEIGHT  -        298.171 (meters)      978.25  (feet) COMP
 AI6205  MODELED GRAVITY -    980,385.9   (mgal)                       NAVD 88
 AI6205
 AI6205  VERT ORDER      -  SECOND    CLASS I
 AI6205
 AI6205.The horizontal coordinates were established by autonomous hand held GPS
 AI6205.observations and have an estimated accuracy of +/- 10 meters.
 AI6205
 AI6205.The orthometric height was determined by differential leveling and
 AI6205.adjusted by the WI DEPT OF TRANSP
 AI6205.in May 2012.
 AI6205
 AI6205.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6205.GEOID18 height accuracy estimate available here.
 AI6205
 AI6205.Click photographs - Photos may exist for this station.
 AI6205
 AI6205.The dynamic height is computed by dividing the NAVD 88
 AI6205.geopotential number by the normal gravity value computed on the
 AI6205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6205.degrees latitude (g = 980.6199 gals.).
 AI6205
 AI6205.The modeled gravity was interpolated from observed gravity values.
 AI6205
 AI6205;                    North         East    Units  Estimated Accuracy
 AI6205;SPC WI S     -   175,264.      739,627.      MT  (+/- 10 meters HH2 GPS)
 AI6205
 AI6205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9731524305(NAD 83)
 AI6205
 AI6205                          SUPERSEDED SURVEY CONTROL
 AI6205
 AI6205  NAVD 88 (04/20/07)  298.209  (m)          978.37   (f) SUPERSEDED  2 1
 AI6205  NAVD 88 (10/20/00)  298.190  (m)          978.31   (f) SUPERSEDED  2 1
 AI6205
 AI6205.Superseded values are not recommended for survey control.
 AI6205
 AI6205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6205.See file dsdata.pdf to determine how the superseded data were derived.
 AI6205
 AI6205_MARKER: DD = SURVEY DISK
 AI6205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6205_STAMPING: 3X38 1999
 AI6205_MARK LOGO: WIDT
 AI6205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6205+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 AI6205
 AI6205  HISTORY     - Date     Condition        Report By
 AI6205  HISTORY     - 1999     MONUMENTED       WIDT
 AI6205  HISTORY     - 20030709 GOOD             USPSQD
 AI6205  HISTORY     - 20050504 GOOD             WIDT
 AI6205  HISTORY     - 20061006 GOOD             USPSQD
 AI6205
 AI6205                          STATION DESCRIPTION
 AI6205
 AI6205'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6205'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTHWEST OF WEST
 AI6205'BEND, AND 3.2 KM (2.00 MI) SOUTH OF CAMBELLSPORT.  OWNERSHIP--TOWN OF
 AI6205'AUBURN.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (FOND
 AI6205'DU LAC AVE) WITH STATE HIGHWAY 28 (MAIN STREET) IN THE VILLAGE OF
 AI6205'KEWASKUM, GO NORTH ON US HIGHWAY 45 AND STATE HIGHWAY 28 FOR 1.0 KM
 AI6205'(0.60 MI) TO WHERE STATE HIGHWAY 28 TURNS TO THE LEFT CONTINUE NORTH
 AI6205'ON US HIGHWAY 45 FOR 0.5 KM (0.30 MI) TO COUNTY HIGHWAY V ON THE LEFT
 AI6205'TURN LEFT AND GO NORTHWEST ON COUNTY V FOR 4.0 KM (2.50 MI) TO
 AI6205'ASHFORD-AUBURN DRIVE, TURN LEFT AND GO WEST ON ASHFORD-AUBURN DRIVE
 AI6205'FOR 0.8 KM (0.50 MI) TO THE RAILROAD TRACKS, CONTINUE WEST ON
 AI6205'ASHFORD-AUBURN DRIVE FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.
 AI6205'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6205'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3X38 1999-- AND SET IN
 AI6205'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6205'GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.7 M
 AI6205'(25.3 FT) SOUTH OF THE CENTERLINE OF ASHFORD-AUBURN DRIVE, 51.2 M
 AI6205'(168.0 FT) EAST OF METAL POST FOR --STOP AHEAD-- SIGN, 7.8 M (25.6 FT)
 AI6205'WEST OF CENTERLINE OF FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH OF A
 AI6205'WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE
 AI6205'OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6205
 AI6205                          STATION RECOVERY (2003)
 AI6205
 AI6205'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6205'THE STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE RAILROAD
 AI6205'TRACKS HAVE BEEN REMOVED.
 AI6205
 AI6205                          STATION RECOVERY (2005)
 AI6205
 AI6205'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6205'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M NORTH OF A
 AI6205'CULTIVATED FIELD, AND 1 M EAST, 1 M NORTH, AND 1 M SOUTH OF THREE
 AI6205'WHITE PLASTIC WITNESS POSTS.  NOTE-- THE STOP SIGN IS NOT PRESENT AND
 AI6205'THE RAILROAD TRACK HAS BEEN REMOVED.
 AI6205
 AI6205                          STATION RECOVERY (2006)
 AI6205
 AI6205'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6206 ***********************************************************************
 AI6206  DESIGNATION -  3X39
 AI6206  PID         -  AI6206
 AI6206  STATE/COUNTY-  WI/FOND DU LAC
 AI6206  COUNTRY     -  US
 AI6206  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6206
 AI6206                         *CURRENT SURVEY CONTROL
 AI6206  ______________________________________________________________________
 AI6206* NAD 83(1986) POSITION- 43 34 42.1    (N) 088 16 13.4    (W)   HD_HELD2
 AI6206* NAVD 88 ORTHO HEIGHT -   318.363 (meters)     1044.50  (feet) ADJUSTED
 AI6206  ______________________________________________________________________
 AI6206  GEOID HEIGHT    -        -35.221 (meters)                     GEOID18
 AI6206  DYNAMIC HEIGHT  -        318.292 (meters)     1044.26  (feet) COMP
 AI6206  MODELED GRAVITY -    980,386.3   (mgal)                       NAVD 88
 AI6206
 AI6206  VERT ORDER      -  SECOND    CLASS I
 AI6206
 AI6206.The horizontal coordinates were established by autonomous hand held GPS
 AI6206.observations and have an estimated accuracy of +/- 10 meters.
 AI6206
 AI6206.The orthometric height was determined by differential leveling and
 AI6206.adjusted by the WI DEPT OF TRANSP
 AI6206.in May 2012.
 AI6206
 AI6206.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6206.GEOID18 height accuracy estimate available here.
 AI6206
 AI6206.Click photographs - Photos may exist for this station.
 AI6206
 AI6206.The dynamic height is computed by dividing the NAVD 88
 AI6206.geopotential number by the normal gravity value computed on the
 AI6206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6206.degrees latitude (g = 980.6199 gals.).
 AI6206
 AI6206.The modeled gravity was interpolated from observed gravity values.
 AI6206
 AI6206;                    North         East    Units  Estimated Accuracy
 AI6206;SPC WI S     -   176,790.      739,685.      MT  (+/- 10 meters HH2 GPS)
 AI6206
 AI6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9742825828(NAD 83)
 AI6206
 AI6206                          SUPERSEDED SURVEY CONTROL
 AI6206
 AI6206  NAVD 88 (04/20/07)  318.334  (m)         1044.40   (f) SUPERSEDED  2 1
 AI6206  NAVD 88 (10/20/00)  318.315  (m)         1044.34   (f) SUPERSEDED  2 1
 AI6206
 AI6206.Superseded values are not recommended for survey control.
 AI6206
 AI6206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6206.See file dsdata.pdf to determine how the superseded data were derived.
 AI6206
 AI6206_MARKER: DD = SURVEY DISK
 AI6206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6206_STAMPING: 3X39 1999
 AI6206_MARK LOGO: WIDT
 AI6206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6206+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6206
 AI6206  HISTORY     - Date     Condition        Report By
 AI6206  HISTORY     - 1999     MONUMENTED       WIDT
 AI6206  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 AI6206  HISTORY     - 20050504 GOOD             WIDT
 AI6206  HISTORY     - 20060923 GOOD             USPSQD
 AI6206
 AI6206                          STATION DESCRIPTION
 AI6206
 AI6206'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6206'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHWEST OF WEST
 AI6206'BEND, AND 1.6 KM (1.00 MI) SOUTHEAST OF CAMPBELLSPORT. OWNERSHIP--TOWN
 AI6206'OF AUBURN.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45
 AI6206'(FOND DU LAC AVE) WITH STATE HIGHWAY 28 (MAIN STREET) IN THE VILLAGE
 AI6206'OF KEWASKUM, GO NORTH ON US HIGHWAY 45 AND STATE HIGHWAY 28 FOR 1.0 KM
 AI6206'(0.60 MI) TO WHERE STATE HIGHWAY 28 TURNS TO THE LEFT CONTINUE NORTH
 AI6206'ON US HIGHWAY 45 FOR 0.5 KM (0.30 MI) TO COUNTY HIGHWAY V ON THE LEFT,
 AI6206'TURN LEFT AND GO NORTHWEST ON COUNTY V FOR 5.5 KM (3.40 MI) TO MILL
 AI6206'POND DRIVE ON THE RIGHT, TURN RIGHT AND GO NORTH ON MILL POND DRIVE
 AI6206'FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI6206'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6206'STATION DISK STAMPED --3X39 1999-- AND SET IN THE TOP OF A 41 CM
 AI6206'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 AI6206'WITH THE ROAD PAVEMENT.  THE STATION IS 5.2 M (17.1 FT) WEST OF THE
 AI6206'CENTERLINE OF MILL POND DRIVE, 52 M (170.6 FT) SOUTH OF WOOD POST FOR
 AI6206'--STOP AHEAD-- SIGN, 3 M (9.8 FT) EAST OF CULTIVATED FIELD, AND 1.0 M
 AI6206'(3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS
 AI6206'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES
 AI6206'ABOVE THE HORIZON.
 AI6206
 AI6206                          STATION RECOVERY (2003)
 AI6206
 AI6206'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6206'MARK NOT FOUND.
 AI6206
 AI6206                          STATION RECOVERY (2005)
 AI6206
 AI6206'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6206'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.9 M
 AI6206'SOUTH-SOUTHEAST OF THE WESTERN END OF A 0.6 M DIAMETER CORREGATED
 AI6206'METAL CULVERT, AND 1 M EAST, 1 M NORTH, AND 1 M SOUTH OF THREE WHITE
 AI6206'PLASTIC WITNESS POSTS.
 AI6206
 AI6206                          STATION RECOVERY (2006)
 AI6206
 AI6206'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6207 ***********************************************************************
 AI6207  DESIGNATION -  3X40
 AI6207  PID         -  AI6207
 AI6207  STATE/COUNTY-  WI/FOND DU LAC
 AI6207  COUNTRY     -  US
 AI6207  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI6207
 AI6207                         *CURRENT SURVEY CONTROL
 AI6207  ______________________________________________________________________
 AI6207* NAD 83(1986) POSITION- 43 35 30.8    (N) 088 16 08.6    (W)   HD_HELD2
 AI6207* NAVD 88 ORTHO HEIGHT -   313.658 (meters)     1029.06  (feet) ADJUSTED
 AI6207  ______________________________________________________________________
 AI6207  GEOID HEIGHT    -        -35.252 (meters)                     GEOID18
 AI6207  DYNAMIC HEIGHT  -        313.588 (meters)     1028.83  (feet) COMP
 AI6207  MODELED GRAVITY -    980,386.7   (mgal)                       NAVD 88
 AI6207
 AI6207  VERT ORDER      -  SECOND    CLASS I
 AI6207
 AI6207.The horizontal coordinates were established by autonomous hand held GPS
 AI6207.observations and have an estimated accuracy of +/- 10 meters.
 AI6207
 AI6207.The orthometric height was determined by differential leveling and
 AI6207.adjusted by the WI DEPT OF TRANSP
 AI6207.in May 2012.
 AI6207
 AI6207.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6207.GEOID18 height accuracy estimate available here.
 AI6207
 AI6207.Click photographs - Photos may exist for this station.
 AI6207
 AI6207.The dynamic height is computed by dividing the NAVD 88
 AI6207.geopotential number by the normal gravity value computed on the
 AI6207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6207.degrees latitude (g = 980.6199 gals.).
 AI6207
 AI6207.The modeled gravity was interpolated from observed gravity values.
 AI6207
 AI6207;                    North         East    Units  Estimated Accuracy
 AI6207;SPC WI S     -   178,295.      739,762.      MT  (+/- 10 meters HH2 GPS)
 AI6207
 AI6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9755927328(NAD 83)
 AI6207
 AI6207                          SUPERSEDED SURVEY CONTROL
 AI6207
 AI6207  NAVD 88 (04/20/07)  313.629  (m)         1028.96   (f) SUPERSEDED  2 1
 AI6207  NAVD 88 (10/20/00)  313.611  (m)         1028.91   (f) SUPERSEDED  2 1
 AI6207
 AI6207.Superseded values are not recommended for survey control.
 AI6207
 AI6207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6207.See file dsdata.pdf to determine how the superseded data were derived.
 AI6207
 AI6207_MARKER: DD = SURVEY DISK
 AI6207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6207_STAMPING: 3X40 1999
 AI6207_MARK LOGO: WIDT
 AI6207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6207+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6207
 AI6207  HISTORY     - Date     Condition        Report By
 AI6207  HISTORY     - 1999     MONUMENTED       WIDT
 AI6207  HISTORY     - 20030709 GOOD             USPSQD
 AI6207  HISTORY     - 20050504 GOOD             WIDT
 AI6207  HISTORY     - 20060923 GOOD             USPSQD
 AI6207
 AI6207                          STATION DESCRIPTION
 AI6207
 AI6207'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6207'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) NORTHWEST OF WEST
 AI6207'BEND, AND 0.8 KM (0.50 MI) SOUTHEAST OF CAMPBELLSPORT. OWNERSHIP--TOWN
 AI6207'OF AUBURN.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45
 AI6207'(FOND DU LAC AVE) WITH STATE HIGHWAY 28 (MAIN STREET) IN THE VILLAGE
 AI6207'OF KEWASKUM, GO NORTH ON US HIGHWAY 45 AND STATE HIGHWAY 28 FOR 1.0 KM
 AI6207'(0.60 MI) TO WHERE STATE HIGHWAY 28 TURNS TO THE LEFT CONTINUE NORTH
 AI6207'ON US HIGHWAY 45 FOR 0.5 KM (0.30 MI) TO COUNTY HIGHWAY V ON THE LEFT,
 AI6207'TURN LEFT AND GO NORTHWEST ON COUNTY V FOR 5.5 KM (3.40 MI) TO MILL
 AI6207'POND DRIVE ON THE RIGHT, TURN RIGHT AND GO NORTH ON MILL POND DRIVE
 AI6207'FOR 1.8 KM (1.10 MI) TO TREIBER LANE ON THE RIGHT TURN RIGHT AND GO
 AI6207'EAST ON TREIBER LANE FOR 0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 AI6207'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6207'GEODETIC SURVEY CONTROL STATION DISK STAMPED --3X40 1999-- AND SET IN
 AI6207'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6207'GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.5 M
 AI6207'(24.6 FT) SOUTH OF THE CENTERLINE OF TREIBER LANE, 22.6 M (74.1 FT)
 AI6207'SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL --3332--, AND 1.0 M (3.3 FT)
 AI6207'NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO
 AI6207'VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE
 AI6207'HORIZON.
 AI6207
 AI6207                          STATION RECOVERY (2003)
 AI6207
 AI6207'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6207'RECOVERED IN GOOD CONDITION.
 AI6207
 AI6207                          STATION RECOVERY (2005)
 AI6207
 AI6207'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6207'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M NORTH, 1 M
 AI6207'SOUTHWEST, AND 1 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6207
 AI6207                          STATION RECOVERY (2006)
 AI6207
 AI6207'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6034 ***********************************************************************
 AI6034  DESIGNATION -  3X41
 AI6034  PID         -  AI6034
 AI6034  STATE/COUNTY-  WI/FOND DU LAC
 AI6034  COUNTRY     -  US
 AI6034  USGS QUAD   -  KEWASKUM (2018)
 AI6034
 AI6034                         *CURRENT SURVEY CONTROL
 AI6034  ______________________________________________________________________
 AI6034* NAD 83(1986) POSITION- 43 35 48.40   (N) 088 14 25.56   (W)   HD_HELD1
 AI6034* NAVD 88 ORTHO HEIGHT -   306.566 (meters)     1005.79  (feet) ADJUSTED
 AI6034  ______________________________________________________________________
 AI6034  GEOID HEIGHT    -        -35.263 (meters)                     GEOID18
 AI6034  DYNAMIC HEIGHT  -        306.497 (meters)     1005.57  (feet) COMP
 AI6034  MODELED GRAVITY -    980,387.2   (mgal)                       NAVD 88
 AI6034
 AI6034  VERT ORDER      -  SECOND    CLASS I
 AI6034
 AI6034.The horizontal coordinates were determined by differentially corrected
 AI6034.hand held GPS observations or other comparable positioning techniques
 AI6034.and have an estimated accuracy of +/- 3 meters.
 AI6034
 AI6034.The orthometric height was determined by differential leveling and
 AI6034.adjusted by the WI DEPT OF TRANSP
 AI6034.in May 2012.
 AI6034
 AI6034.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6034.GEOID18 height accuracy estimate available here.
 AI6034
 AI6034.Click photographs - Photos may exist for this station.
 AI6034
 AI6034.The dynamic height is computed by dividing the NAVD 88
 AI6034.geopotential number by the normal gravity value computed on the
 AI6034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6034.degrees latitude (g = 980.6199 gals.).
 AI6034
 AI6034.The modeled gravity was interpolated from observed gravity values.
 AI6034
 AI6034;                    North         East    Units  Estimated Accuracy
 AI6034;SPC WI S     -   178,886.5     742,061.1     MT  (+/- 3 meters HH1 GPS) 
 AI6034
 AI6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9987727836(NAD 83)
 AI6034
 AI6034                          SUPERSEDED SURVEY CONTROL
 AI6034
 AI6034  NAVD 88 (04/20/07)  306.537  (m)         1005.70   (f) SUPERSEDED  2 1
 AI6034  NAVD 88 (10/20/00)  306.520  (m)         1005.64   (f) SUPERSEDED  2 1
 AI6034
 AI6034.Superseded values are not recommended for survey control.
 AI6034
 AI6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6034.See file dsdata.pdf to determine how the superseded data were derived.
 AI6034
 AI6034_MARKER: DD = SURVEY DISK
 AI6034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6034_STAMPING: 3X41 1999
 AI6034_MARK LOGO: WIDT
 AI6034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6034+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 AI6034
 AI6034  HISTORY     - Date     Condition        Report By
 AI6034  HISTORY     - 1999     MONUMENTED       WIDT
 AI6034  HISTORY     - 20030709 GOOD             USPSQD
 AI6034  HISTORY     - 20050504 GOOD             WIDT
 AI6034  HISTORY     - 20061006 GOOD             USPSQD
 AI6034
 AI6034                          STATION DESCRIPTION
 AI6034
 AI6034'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6034'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) NORTH-NORTHWEST OF
 AI6034'WEST BEND AND 3.2 KM (2.00 MI) EAST OF CAMPBELLSPORT.
 AI6034'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6034'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 67 ABOUT
 AI6034'3.2 KM (2.00 MI) NORTHEAST OF THE VILLAGE OF CAMPBELLSPORT, GO SOUTH
 AI6034'ON US HIGHWAY 45 FOR 2.1 KM (1.30 MI) TO SUNSET ROAD ON THE RIGHT,
 AI6034'CONTINUE SOUTH ON US HIGHWAY 45 FOR 0.5 KM (0.30 MI) TO THE STATION ON
 AI6034'THE LEFT.  THE STATION IS A BRONZE GEODETIC SURVEY CONTROL STATION
 AI6034'DISK STAMPED --3X41 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6034'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2 M (6.6 FT)
 AI6034'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 15.0 M (49.2 FT) EAST OF
 AI6034'THE CENTERLINE OF US HIGHWAY 45, 58 M (190.3 FT) SOUTH OF THE CENTER
 AI6034'OF A 25 CM (9.8 INCH) NORWAY PINE TREE, 43.5 M (142.7 FT)
 AI6034'EAST-SOUTHEAST OF POWER POLE --87-05029 40-4--, AND 1.0 M (3.3 FT)
 AI6034'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI6034'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6034'HORIZON.
 AI6034
 AI6034                          STATION RECOVERY (2003)
 AI6034
 AI6034'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6034'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 AI6034'EAST OF AND ACROSS THE ROAD FROM A HIGHWAY SIGN -JCT COUNTY Y-, 12
 AI6034'FEET WEST OF A YELLOW WOOD RIGHT-OF-WAY POST.
 AI6034
 AI6034                          STATION RECOVERY (2005)
 AI6034
 AI6034'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6034'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE NORTH OF
 AI6034'COUNTY HIGHWAY Y WEST, 22.9 M EAST OF A --JCT COUNTY Y-- SIGN POST, 2
 AI6034'CM BELOW GROUND LEVEL, AND 1 M WEST, 1 M NORTHEAST, AND 1 M SOUTHEAST
 AI6034'OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6034
 AI6034                          STATION RECOVERY (2006)
 AI6034
 AI6034'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6035 ***********************************************************************
 AI6035  DESIGNATION -  3X42
 AI6035  PID         -  AI6035
 AI6035  STATE/COUNTY-  WI/FOND DU LAC
 AI6035  COUNTRY     -  US
 AI6035  USGS QUAD   -  KEWASKUM (2018)
 AI6035
 AI6035                         *CURRENT SURVEY CONTROL
 AI6035  ______________________________________________________________________
 AI6035* NAD 83(1986) POSITION- 43 36 35.42   (N) 088 14 27.23   (W)   HD_HELD1
 AI6035* NAVD 88 ORTHO HEIGHT -   305.770 (meters)     1003.18  (feet) ADJUSTED
 AI6035  ______________________________________________________________________
 AI6035  GEOID HEIGHT    -        -35.292 (meters)                     GEOID18
 AI6035  DYNAMIC HEIGHT  -        305.701 (meters)     1002.95  (feet) COMP
 AI6035  MODELED GRAVITY -    980,387.7   (mgal)                       NAVD 88
 AI6035
 AI6035  VERT ORDER      -  SECOND    CLASS I
 AI6035
 AI6035.The horizontal coordinates were determined by differentially corrected
 AI6035.hand held GPS observations or other comparable positioning techniques
 AI6035.and have an estimated accuracy of +/- 3 meters.
 AI6035
 AI6035.The orthometric height was determined by differential leveling and
 AI6035.adjusted by the WI DEPT OF TRANSP
 AI6035.in May 2012.
 AI6035
 AI6035.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6035.GEOID18 height accuracy estimate available here.
 AI6035
 AI6035.Click photographs - Photos may exist for this station.
 AI6035
 AI6035.The dynamic height is computed by dividing the NAVD 88
 AI6035.geopotential number by the normal gravity value computed on the
 AI6035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6035.degrees latitude (g = 980.6199 gals.).
 AI6035
 AI6035.The modeled gravity was interpolated from observed gravity values.
 AI6035
 AI6035;                    North         East    Units  Estimated Accuracy
 AI6035;SPC WI S     -   180,336.4     741,993.0     MT  (+/- 3 meters HH1 GPS) 
 AI6035
 AI6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9986229287(NAD 83)
 AI6035
 AI6035                          SUPERSEDED SURVEY CONTROL
 AI6035
 AI6035  NAVD 88 (04/20/07)  305.741  (m)         1003.09   (f) SUPERSEDED  2 1
 AI6035  NAVD 88 (10/20/00)  305.724  (m)         1003.03   (f) SUPERSEDED  2 1
 AI6035
 AI6035.Superseded values are not recommended for survey control.
 AI6035
 AI6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6035.See file dsdata.pdf to determine how the superseded data were derived.
 AI6035
 AI6035_MARKER: DD = SURVEY DISK
 AI6035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6035_STAMPING: 3X42 1999
 AI6035_MARK LOGO: WIDT
 AI6035_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6035+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 AI6035
 AI6035  HISTORY     - Date     Condition        Report By
 AI6035  HISTORY     - 1999     MONUMENTED       WIDT
 AI6035  HISTORY     - 20030709 GOOD             USPSQD
 AI6035  HISTORY     - 20050504 GOOD             WIDT
 AI6035  HISTORY     - 20061006 GOOD             USPSQD
 AI6035
 AI6035                          STATION DESCRIPTION
 AI6035
 AI6035'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6035'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) NORTH-NORTHWEST OF
 AI6035'WEST BEND AND 3.2 KM (2.00 MI) EAST-NORTHEAST OF CAMPBELLSPORT.
 AI6035'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6035'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 67 ABOUT
 AI6035'3.2 KM (2.00 MI) NORTHEAST OF THE VILLAGE OF CAMPBELLSPORT, GO SOUTH
 AI6035'ON US HIGHWAY 45 FOR 1.0 KM (0.60 MI) TO LOVERS ROAD, CONTINUE SOUTH
 AI6035'ON US HIGHWAY 45 FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 AI6035'THE STATION IS A BRONZE GEODETIC SURVEY CONTROL STATION DISK STAMPED
 AI6035'--3X42 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER
 AI6035'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE
 AI6035'HIGHWAY PAVEMENT.  THE STATION IS 11.9 M (39.0 FT) WEST OF THE
 AI6035'CENTERLINE OF US HIGHWAY 45, 46 M (150.9 FT) SOUTHWEST OF THE SOUTH
 AI6035'END OF A METAL GUARD RAIL, 42 M (137.8 FT) NORTH OF THE EXTENDED
 AI6035'CENTERLINE OF A FIELD ENTRANCE, 29.8 M (97.8 FT) SOUTH-SOUTHWEST OF A
 AI6035'WOOD TRAFFIC SIGN POST --NO PASSING ZONE--, 4 M (13.1 FT) EAST OF A
 AI6035'CULTIVATED FIELD, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 AI6035'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI6035'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6035
 AI6035                          STATION RECOVERY (2003)
 AI6035
 AI6035'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6035'RECOVERED IN GOOD CONDITION.
 AI6035
 AI6035                          STATION RECOVERY (2005)
 AI6035
 AI6035'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6035'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M EAST, 1 M
 AI6035'NORTHWEST, AND 1 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6035
 AI6035                          STATION RECOVERY (2006)
 AI6035
 AI6035'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6036 ***********************************************************************
 AI6036  DESIGNATION -  3X43
 AI6036  PID         -  AI6036
 AI6036  STATE/COUNTY-  WI/FOND DU LAC
 AI6036  COUNTRY     -  US
 AI6036  USGS QUAD   -  KEWASKUM (2018)
 AI6036
 AI6036                         *CURRENT SURVEY CONTROL
 AI6036  ______________________________________________________________________
 AI6036* NAD 83(1986) POSITION- 43 37 24.61   (N) 088 14 26.85   (W)   HD_HELD1
 AI6036* NAVD 88 ORTHO HEIGHT -   310.443 (meters)     1018.51  (feet) ADJUSTED
 AI6036  ______________________________________________________________________
 AI6036  GEOID HEIGHT    -        -35.322 (meters)                     GEOID18
 AI6036  DYNAMIC HEIGHT  -        310.373 (meters)     1018.28  (feet) COMP
 AI6036  MODELED GRAVITY -    980,388.2   (mgal)                       NAVD 88
 AI6036
 AI6036  VERT ORDER      -  SECOND    CLASS I
 AI6036
 AI6036.The horizontal coordinates were determined by differentially corrected
 AI6036.hand held GPS observations or other comparable positioning techniques
 AI6036.and have an estimated accuracy of +/- 3 meters.
 AI6036
 AI6036.The orthometric height was determined by differential leveling and
 AI6036.adjusted by the WI DEPT OF TRANSP
 AI6036.in May 2012.
 AI6036
 AI6036.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6036.GEOID18 height accuracy estimate available here.
 AI6036
 AI6036.Click photographs - Photos may exist for this station.
 AI6036
 AI6036.The dynamic height is computed by dividing the NAVD 88
 AI6036.geopotential number by the normal gravity value computed on the
 AI6036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6036.degrees latitude (g = 980.6199 gals.).
 AI6036
 AI6036.The modeled gravity was interpolated from observed gravity values.
 AI6036
 AI6036;                    North         East    Units  Estimated Accuracy
 AI6036;SPC WI S     -   181,854.3     741,969.5     MT  (+/- 3 meters HH1 GPS) 
 AI6036
 AI6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9989330805(NAD 83)
 AI6036
 AI6036                          SUPERSEDED SURVEY CONTROL
 AI6036
 AI6036  NAVD 88 (04/20/07)  310.413  (m)         1018.41   (f) SUPERSEDED  2 1
 AI6036  NAVD 88 (10/20/00)  310.397  (m)         1018.36   (f) SUPERSEDED  2 1
 AI6036
 AI6036.Superseded values are not recommended for survey control.
 AI6036
 AI6036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6036.See file dsdata.pdf to determine how the superseded data were derived.
 AI6036
 AI6036_MARKER: DD = SURVEY DISK
 AI6036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6036_STAMPING: 3X43 1999
 AI6036_MARK LOGO: WIDT
 AI6036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6036+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6036
 AI6036  HISTORY     - Date     Condition        Report By
 AI6036  HISTORY     - 1999     MONUMENTED       WIDT
 AI6036  HISTORY     - 20030709 GOOD             USPSQD
 AI6036  HISTORY     - 20050504 GOOD             WIDT
 AI6036  HISTORY     - 20060923 GOOD             USPSQD
 AI6036
 AI6036                          STATION DESCRIPTION
 AI6036
 AI6036'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6036'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTH-NORTHWEST OF
 AI6036'WEST BEND AND 4.8 KM (3.00 MI) NORTHEAST OF CAMPBELLSPORT.
 AI6036'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6036'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 67 ABOUT
 AI6036'4.0 KM (2.50 MI) NORTHEAST OF THE VILLAGE OF CAMPBELLSPORT, GO NORTH
 AI6036'ON US HIGHWAY 45 FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 AI6036'THE STATION IS A BRONZE GEODETIC SURVEY CONTROL STATION DISK STAMPED
 AI6036'--3X43 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER
 AI6036'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2 M (6.6 FT) ABOVE THE
 AI6036'HIGHWAY PAVEMENT.  THE STATION IS 14.0 M (45.9 FT) EAST OF THE
 AI6036'CENTERLINE OF US HIGHWAY 45, 42 M (137.8 FT) NORTH OF THE CENTERLINE
 AI6036'OF TOWN HALL ROAD, 32.7 M (107.3 FT) NORTH OF THE NORTH END OF A 1.0 M
 AI6036'(3.3 FT) DIAMETER CORRUGATED METAL CULVERT PIPE, 14.7 M (48.2 FT) WEST
 AI6036'OF THE NORTHWEST CORNER OF THE AUBURN TOWN HALL --W1695--, 6.3 M (20.7
 AI6036'FT) NORTHEAST OF A WOOD TRAFFIC SIGN POST --EDEN 9, FOND DU LAC 17--
 AI6036'AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 AI6036'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6036'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6036
 AI6036                          STATION RECOVERY (2003)
 AI6036
 AI6036'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6036'RECOVERED IN GOOD CONDITION.
 AI6036
 AI6036                          STATION RECOVERY (2005)
 AI6036
 AI6036'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6036'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M WEST, 1 M
 AI6036'NORTHEAST, AND 1 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6036
 AI6036                          STATION RECOVERY (2006)
 AI6036
 AI6036'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6037 ***********************************************************************
 AI6037  DESIGNATION -  3X44
 AI6037  PID         -  AI6037
 AI6037  STATE/COUNTY-  WI/FOND DU LAC
 AI6037  COUNTRY     -  US
 AI6037  USGS QUAD   -  DUNDEE (2018)
 AI6037
 AI6037                         *CURRENT SURVEY CONTROL
 AI6037  ______________________________________________________________________
 AI6037* NAD 83(1986) POSITION- 43 38 03.17   (N) 088 14 27.43   (W)   HD_HELD1
 AI6037* NAVD 88 ORTHO HEIGHT -   322.988 (meters)     1059.67  (feet) ADJUSTED
 AI6037  ______________________________________________________________________
 AI6037  GEOID HEIGHT    -        -35.346 (meters)                     GEOID18
 AI6037  DYNAMIC HEIGHT  -        322.916 (meters)     1059.43  (feet) COMP
 AI6037  MODELED GRAVITY -    980,388.7   (mgal)                       NAVD 88
 AI6037
 AI6037  VERT ORDER      -  SECOND    CLASS I
 AI6037
 AI6037.The horizontal coordinates were determined by differentially corrected
 AI6037.hand held GPS observations or other comparable positioning techniques
 AI6037.and have an estimated accuracy of +/- 3 meters.
 AI6037
 AI6037.The orthometric height was determined by differential leveling and
 AI6037.adjusted by the WI DEPT OF TRANSP
 AI6037.in May 2012.
 AI6037
 AI6037.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6037.GEOID18 height accuracy estimate available here.
 AI6037
 AI6037.Click photographs - Photos may exist for this station.
 AI6037
 AI6037.The dynamic height is computed by dividing the NAVD 88
 AI6037.geopotential number by the normal gravity value computed on the
 AI6037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6037.degrees latitude (g = 980.6199 gals.).
 AI6037
 AI6037.The modeled gravity was interpolated from observed gravity values.
 AI6037
 AI6037;                    North         East    Units  Estimated Accuracy
 AI6037;SPC WI S     -   183,043.7     741,931.4     MT  (+/- 3 meters HH1 GPS) 
 AI6037
 AI6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9989831995(NAD 83)
 AI6037
 AI6037                          SUPERSEDED SURVEY CONTROL
 AI6037
 AI6037  NAVD 88 (04/20/07)  322.958  (m)         1059.57   (f) SUPERSEDED  2 1
 AI6037  NAVD 88 (10/20/00)  322.942  (m)         1059.52   (f) SUPERSEDED  2 1
 AI6037
 AI6037.Superseded values are not recommended for survey control.
 AI6037
 AI6037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6037.See file dsdata.pdf to determine how the superseded data were derived.
 AI6037
 AI6037_MARKER: DD = SURVEY DISK
 AI6037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6037_STAMPING: 3X44 1999
 AI6037_MARK LOGO: WIDT
 AI6037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6037+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6037
 AI6037  HISTORY     - Date     Condition        Report By
 AI6037  HISTORY     - 1999     MONUMENTED       WIDT
 AI6037  HISTORY     - 20030709 GOOD             USPSQD
 AI6037  HISTORY     - 20050504 GOOD             WIDT
 AI6037  HISTORY     - 20060923 GOOD             USPSQD
 AI6037
 AI6037                          STATION DESCRIPTION
 AI6037
 AI6037'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6037'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) NORTH-NORTHWEST OF
 AI6037'WEST BEND AND 6.4 KM (3.95 MI) NORTHEAST OF CAMPBELLSPORT.
 AI6037'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6037'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 67 ABOUT
 AI6037'4.0 KM (2.50 MI) NORTHEAST OF THE VILLAGE OF CAMPBELLSPORT, GO NORTH
 AI6037'ON US HIGHWAY 45 FOR 1.4 KM (0.85 MI) TO THE STATION ON THE LEFT.  THE
 AI6037'STATION IS A BRONZE GEODETIC SURVEY CONTROL STATION DISK STAMPED
 AI6037'--3X44 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER
 AI6037'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE
 AI6037'HIGHWAY PAVEMENT.  THE STATION IS 15.0 M (49.2 FT) WEST OF THE
 AI6037'CENTERLINE OF US HIGHWAY 45, 64 M (210.0 FT) NORTH OF THE EXTENDED
 AI6037'CENTERLINE OF PRIVATE ENTRANCE --N2561--, 44.3 M (145.3 FT) NORTHWEST
 AI6037'OF TELEPHONE PEDESTAL --3563--, 42.5 M (139.4 FT) SOUTHWEST OF POWER
 AI6037'POLE --14-19-32 51/15--,35 M SOUTH OF THE EXTENDED CENTERLINE OF
 AI6037'PRIVATE ENTRANCE --N2583--, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC
 AI6037'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI6037'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6037
 AI6037                          STATION RECOVERY (2003)
 AI6037
 AI6037'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6037'RECOVERED IN GOOD CONDITION.
 AI6037
 AI6037                          STATION RECOVERY (2005)
 AI6037
 AI6037'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6037'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS ABOUT 0.1 MILE
 AI6037'SOUTH OF COUNTY HIGHWAY SS ON US HIGHWAY 45, AND 1 M EAST, 1 M
 AI6037'NORTHWEST, AND 1 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6037
 AI6037                          STATION RECOVERY (2006)
 AI6037
 AI6037'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6038 ***********************************************************************
 AI6038  DESIGNATION -  3X45
 AI6038  PID         -  AI6038
 AI6038  STATE/COUNTY-  WI/FOND DU LAC
 AI6038  COUNTRY     -  US
 AI6038  USGS QUAD   -  EDEN (2018)
 AI6038
 AI6038                         *CURRENT SURVEY CONTROL
 AI6038  ______________________________________________________________________
 AI6038* NAD 83(1986) POSITION- 43 38 37.92   (N) 088 15 08.38   (W)   HD_HELD1
 AI6038* NAVD 88 ORTHO HEIGHT -   319.946 (meters)     1049.69  (feet) ADJUSTED
 AI6038  ______________________________________________________________________
 AI6038  GEOID HEIGHT    -        -35.371 (meters)                     GEOID18
 AI6038  DYNAMIC HEIGHT  -        319.875 (meters)     1049.46  (feet) COMP
 AI6038  MODELED GRAVITY -    980,389.3   (mgal)                       NAVD 88
 AI6038
 AI6038  VERT ORDER      -  SECOND    CLASS I
 AI6038
 AI6038.The horizontal coordinates were determined by differentially corrected
 AI6038.hand held GPS observations or other comparable positioning techniques
 AI6038.and have an estimated accuracy of +/- 3 meters.
 AI6038
 AI6038.The orthometric height was determined by differential leveling and
 AI6038.adjusted by the WI DEPT OF TRANSP
 AI6038.in May 2012.
 AI6038
 AI6038.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6038.GEOID18 height accuracy estimate available here.
 AI6038
 AI6038.Click photographs - Photos may exist for this station.
 AI6038
 AI6038.The dynamic height is computed by dividing the NAVD 88
 AI6038.geopotential number by the normal gravity value computed on the
 AI6038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6038.degrees latitude (g = 980.6199 gals.).
 AI6038
 AI6038.The modeled gravity was interpolated from observed gravity values.
 AI6038
 AI6038;                    North         East    Units  Estimated Accuracy
 AI6038;SPC WI S     -   184,096.6     740,991.3     MT  (+/- 3 meters HH1 GPS) 
 AI6038
 AI6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9899633081(NAD 83)
 AI6038
 AI6038                          SUPERSEDED SURVEY CONTROL
 AI6038
 AI6038  NAVD 88 (04/20/07)  319.917  (m)         1049.59   (f) SUPERSEDED  2 1
 AI6038  NAVD 88 (10/20/00)  319.901  (m)         1049.54   (f) SUPERSEDED  2 1
 AI6038
 AI6038.Superseded values are not recommended for survey control.
 AI6038
 AI6038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6038.See file dsdata.pdf to determine how the superseded data were derived.
 AI6038
 AI6038_MARKER: DD = SURVEY DISK
 AI6038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6038_STAMPING: 3X45 1999
 AI6038_MARK LOGO: WIDT
 AI6038_PROJECTION: FLUSH
 AI6038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6038+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6038
 AI6038  HISTORY     - Date     Condition        Report By
 AI6038  HISTORY     - 1999     MONUMENTED       WIDT
 AI6038  HISTORY     - 20010709 GOOD             WIDT
 AI6038  HISTORY     - 20030709 GOOD             USPSQD
 AI6038  HISTORY     - 20050504 GOOD             WIDT
 AI6038  HISTORY     - 20060923 GOOD             USPSQD
 AI6038
 AI6038                          STATION DESCRIPTION
 AI6038
 AI6038'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6038'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) SOUTHEAST OF FOND DU
 AI6038'LAC AND 4.8 KM (3.00 MI) NORTH-NORTHEAST OF CAMPBELLSPORT.
 AI6038'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6038'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 67,
 AI6038'ABOUT 4.0 KM (2.50 MI) NORTHEAST OF THE VILLAGE OF CAMPBELLSPORT, GO
 AI6038'NORTH ON US HIGHWAY 45 FOR 1.9 KM (1.20 MI) TO HAPPY HOLLOW ROAD ON
 AI6038'THE RIGHT, CONTINUE NORTH ON US HIGHWAY 45 FOR 1.0 KM (0.60 MI) TO THE
 AI6038'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6038'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3X45
 AI6038'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6038'FLUSH WITH THE GROUND AND ABOUT 1.0 M (3.3 FT) BELOW THE HIGHWAY
 AI6038'PAVEMENT.  THE STATION IS 12.1 M (39.7 FT) SOUTHWEST OF THE CENTERLINE
 AI6038'OF US HIGHWAY 45, 160.9 M (527.9 FT) SOUTH OF THE CENTERLINE OF
 AI6038'WOODLAND DRIVE, 34.9 M (114.5 FT) SOUTHEAST OF THE CENTERLINE OF
 AI6038'PRIVATE ENTRANCE FOR HORSE STABLES, 2.0 M (6.6 FT) SOUTHWEST OF
 AI6038'CULTIVATED FIELD, AND 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC
 AI6038'WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 AI6038'EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6038
 AI6038                          STATION RECOVERY (2001)
 AI6038
 AI6038'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 AI6038'RECOVERED AS DESCRIBED.
 AI6038
 AI6038                          STATION RECOVERY (2003)
 AI6038
 AI6038'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6038'THE STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS
 AI6038'NORTHEAST OF THE CULTIVATED FIELD, NOT SOUTHWEST.  THERE IS NO WITNESS
 AI6038'POST PRESENT.
 AI6038
 AI6038                          STATION RECOVERY (2005)
 AI6038
 AI6038'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6038'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTHWEST, 1 M
 AI6038'NORTHWEST, AND 1 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6038
 AI6038                          STATION RECOVERY (2006)
 AI6038
 AI6038'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6039 ***********************************************************************
 AI6039  DESIGNATION -  3X46
 AI6039  PID         -  AI6039
 AI6039  STATE/COUNTY-  WI/FOND DU LAC
 AI6039  COUNTRY     -  US
 AI6039  USGS QUAD   -  EDEN (2018)
 AI6039
 AI6039                         *CURRENT SURVEY CONTROL
 AI6039  ______________________________________________________________________
 AI6039* NAD 83(1986) POSITION- 43 40 14.97   (N) 088 16 08.33   (W)   HD_HELD1
 AI6039* NAVD 88 ORTHO HEIGHT -   323.786 (meters)     1062.29  (feet) ADJUSTED
 AI6039  ______________________________________________________________________
 AI6039  GEOID HEIGHT    -        -35.437 (meters)                     GEOID18
 AI6039  DYNAMIC HEIGHT  -        323.715 (meters)     1062.06  (feet) COMP
 AI6039  MODELED GRAVITY -    980,391.3   (mgal)                       NAVD 88
 AI6039
 AI6039  VERT ORDER      -  SECOND    CLASS I
 AI6039
 AI6039.The horizontal coordinates were determined by differentially corrected
 AI6039.hand held GPS observations or other comparable positioning techniques
 AI6039.and have an estimated accuracy of +/- 3 meters.
 AI6039
 AI6039.The orthometric height was determined by differential leveling and
 AI6039.adjusted by the WI DEPT OF TRANSP
 AI6039.in May 2012.
 AI6039
 AI6039.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6039.GEOID18 height accuracy estimate available here.
 AI6039
 AI6039.Click photographs - Photos may exist for this station.
 AI6039
 AI6039.The dynamic height is computed by dividing the NAVD 88
 AI6039.geopotential number by the normal gravity value computed on the
 AI6039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6039.degrees latitude (g = 980.6199 gals.).
 AI6039
 AI6039.The modeled gravity was interpolated from observed gravity values.
 AI6039
 AI6039;                    North         East    Units  Estimated Accuracy
 AI6039;SPC WI S     -   187,063.0     739,585.9     MT  (+/- 3 meters HH1 GPS) 
 AI6039
 AI6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9769936095(NAD 83)
 AI6039
 AI6039                          SUPERSEDED SURVEY CONTROL
 AI6039
 AI6039  NAVD 88 (04/20/07)  323.756  (m)         1062.19   (f) SUPERSEDED  2 1
 AI6039  NAVD 88 (10/20/00)  323.742  (m)         1062.14   (f) SUPERSEDED  2 1
 AI6039
 AI6039.Superseded values are not recommended for survey control.
 AI6039
 AI6039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6039.See file dsdata.pdf to determine how the superseded data were derived.
 AI6039
 AI6039_MARKER: DD = SURVEY DISK
 AI6039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6039_STAMPING: 3X46 1999
 AI6039_MARK LOGO: WIDT
 AI6039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6039+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6039
 AI6039  HISTORY     - Date     Condition        Report By
 AI6039  HISTORY     - 1999     MONUMENTED       WIDT
 AI6039  HISTORY     - 20030709 GOOD             USPSQD
 AI6039  HISTORY     - 20050504 GOOD             WIDT
 AI6039  HISTORY     - 20060923 GOOD             USPSQD
 AI6039
 AI6039                          STATION DESCRIPTION
 AI6039
 AI6039'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6039'THE STATION IS LOCATED ABOUT 17.70 KM (11.00 MI) SOUTHEAST OF FOND DU
 AI6039'LAC AND 8.0 KM (4.95 MI) NORTH-NORTHEAST OF CAMPBELLSPORT.
 AI6039'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI6039'STATION FROM THE JUNCTION OF HIGHWAY 45 WITH STATE HIGHWAY 67, ABOUT
 AI6039'4.0 KM (2.50 MI) NORTHEAST OF THE VILLAGE OF CAMPBELLSPORT, GO NORTH
 AI6039'ON US HIGHWAY 45 FOR 6.0 KM (3.70 MI) TO MITCHELL ROAD ON THE RIGHT,
 AI6039'CONTINUE NORTH ON US HIGHWAY 45 FOR 0.3 KM (0.20 MI) TO THE STATION ON
 AI6039'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6039'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3X46
 AI6039'1999-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI6039'FLUSH WITH GROUND AND LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 AI6039'17.1 WEST OF THE CENTERLINE OF HIGHWAY 45, 56 M (183.7 FT)
 AI6039'SOUTH-SOUTHWEST OF POWER POLE --14-19-19 29/42--, 39.7 M (130.2 FT)
 AI6039'WEST-SOUTHWEST OF POWER POLE --14-19-19 30/40--, 19.0 M (62.3 FT)
 AI6039'NORTH OF THE CENTERLINE OF FIELD ENTRENCE, AND 0.4 M (1.3 FT) EAST OF
 AI6039'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6039'OBSRTUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6039
 AI6039                          STATION RECOVERY (2003)
 AI6039
 AI6039'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6039'RECOVERED IN GOOD CONDITION.
 AI6039
 AI6039                          STATION RECOVERY (2005)
 AI6039
 AI6039'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6039'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE SOUTHEAST
 AI6039'OF COUNTY HIGHWAY W (NORTH) ON US HIGHWAY 45, AND 0.4 M NORTHEAST, 1 M
 AI6039'NORTHWEST, AND 1 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6039
 AI6039                          STATION RECOVERY (2006)
 AI6039
 AI6039'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6040 ***********************************************************************
 AI6040  DESIGNATION -  3X47
 AI6040  PID         -  AI6040
 AI6040  STATE/COUNTY-  WI/FOND DU LAC
 AI6040  COUNTRY     -  US
 AI6040  USGS QUAD   -  EDEN (2018)
 AI6040
 AI6040                         *CURRENT SURVEY CONTROL
 AI6040  ______________________________________________________________________
 AI6040* NAD 83(1986) POSITION- 43 40 45.32   (N) 088 16 57.25   (W)   HD_HELD1
 AI6040* NAVD 88 ORTHO HEIGHT -   319.147 (meters)     1047.07  (feet) ADJUSTED
 AI6040  ______________________________________________________________________
 AI6040  GEOID HEIGHT    -        -35.459 (meters)                     GEOID18
 AI6040  DYNAMIC HEIGHT  -        319.077 (meters)     1046.84  (feet) COMP
 AI6040  MODELED GRAVITY -    980,392.1   (mgal)                       NAVD 88
 AI6040
 AI6040  VERT ORDER      -  SECOND    CLASS I
 AI6040
 AI6040.The horizontal coordinates were determined by differentially corrected
 AI6040.hand held GPS observations or other comparable positioning techniques
 AI6040.and have an estimated accuracy of +/- 3 meters.
 AI6040
 AI6040.The orthometric height was determined by differential leveling and
 AI6040.adjusted by the WI DEPT OF TRANSP
 AI6040.in May 2012.
 AI6040
 AI6040.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6040.GEOID18 height accuracy estimate available here.
 AI6040
 AI6040.Click photographs - Photos may exist for this station.
 AI6040
 AI6040.The dynamic height is computed by dividing the NAVD 88
 AI6040.geopotential number by the normal gravity value computed on the
 AI6040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6040.degrees latitude (g = 980.6199 gals.).
 AI6040
 AI6040.The modeled gravity was interpolated from observed gravity values.
 AI6040
 AI6040;                    North         East    Units  Estimated Accuracy
 AI6040;SPC WI S     -   187,976.8     738,471.0     MT  (+/- 3 meters HH1 GPS) 
 AI6040
 AI6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9661837048(NAD 83)
 AI6040
 AI6040                          SUPERSEDED SURVEY CONTROL
 AI6040
 AI6040  NAVD 88 (04/20/07)  319.117  (m)         1046.97   (f) SUPERSEDED  2 1
 AI6040  NAVD 88 (10/20/00)  319.104  (m)         1046.93   (f) SUPERSEDED  2 1
 AI6040
 AI6040.Superseded values are not recommended for survey control.
 AI6040
 AI6040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6040.See file dsdata.pdf to determine how the superseded data were derived.
 AI6040
 AI6040_MARKER: DD = SURVEY DISK
 AI6040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6040_STAMPING: 3X47 1999
 AI6040_MARK LOGO: WIDT
 AI6040_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6040+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI6040
 AI6040  HISTORY     - Date     Condition        Report By
 AI6040  HISTORY     - 1999     MONUMENTED       WIDT
 AI6040  HISTORY     - 20030709 GOOD             USPSQD
 AI6040  HISTORY     - 20050504 GOOD             WIDT
 AI6040  HISTORY     - 20060923 GOOD             USPSQD
 AI6040
 AI6040                          STATION DESCRIPTION
 AI6040
 AI6040'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6040'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTHEAST OF FOND DU
 AI6040'LAC AND 8.9 KM (5.55 MI) NORTH OF CAMPBELLSPORT. OWNERSHIP--WISCONSIN
 AI6040'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6040'OF US HIGHWAY 45 WITH STATE HIGHWAY 67, ABOUT 4.0 KM (2.50 MI)
 AI6040'NORTHEAST OF THE VILLAGE OF CAMPBELLSPORT, GO NORTH ON US HIGHWAY 45
 AI6040'FOR 7.4 KM (4.60 MI) TO COUNTY HIGHWAY W ON THE LEFT, CONTINUE NORTH
 AI6040'ON US HIGHWAY 45 FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT.  THE
 AI6040'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6040'SURVEY CONTROL STATION DISK STAMPED --3X47 1999-- AND SET IN THE TOP
 AI6040'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6040'ABOUT 1.0 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 12.0
 AI6040'M (39.4 FT) WEST OF THE CENTERLINE OF US HIGHWAY 45, 34.3 M (112.5 FT)
 AI6040'SOUTHEAST OF THE CENTER OF A 25 CM (10-INCH) DIAMETER WHITE PINE, 24.3
 AI6040'M (79.7 FT) SOUTH-SOUTHEAST OF A WOOD POST FOR --JUNCTION COUNTY W--
 AI6040'SIGN, 9.3 M (30.5 FT) NORTHEAST OF METAL POST FOR --CAUTION TELEPHONE
 AI6040'CABLE UNDERGROUND-- SIGN, 7 M (23.0 FT) EAST OF CULTIVATED FIELD, AND
 AI6040'1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS
 AI6040'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES
 AI6040'ABOVE THE HORIZON.
 AI6040
 AI6040                          STATION RECOVERY (2003)
 AI6040
 AI6040'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6040'RECOVERED IN GOOD CONDITION.
 AI6040
 AI6040                          STATION RECOVERY (2005)
 AI6040
 AI6040'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6040'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M NORTHEAST, 1 M
 AI6040'NORTHWEST, AND 1 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI6040'NOTE-- THE WHITE PINE WAS NOT FOUND.
 AI6040
 AI6040                          STATION RECOVERY (2006)
 AI6040
 AI6040'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7534 ***********************************************************************
 DE7534  DESIGNATION -  3X49
 DE7534  PID         -  DE7534
 DE7534  STATE/COUNTY-  WI/FOND DU LAC
 DE7534  COUNTRY     -  US
 DE7534  USGS QUAD   -  FOND DU LAC (2018)
 DE7534
 DE7534                         *CURRENT SURVEY CONTROL
 DE7534  ______________________________________________________________________
 DE7534* NAD 83(1986) POSITION- 43 49 23.81   (N) 088 22 34.23   (W)   HD_HELD1
 DE7534* NAVD 88 ORTHO HEIGHT -   245.217 (meters)      804.52  (feet) ADJUSTED
 DE7534  ______________________________________________________________________
 DE7534  GEOID HEIGHT    -        -35.844 (meters)                     GEOID18
 DE7534  DYNAMIC HEIGHT  -        245.166 (meters)      804.35  (feet) COMP
 DE7534  MODELED GRAVITY -    980,405.9   (mgal)                       NAVD 88
 DE7534
 DE7534  VERT ORDER      -  SECOND    CLASS I
 DE7534
 DE7534.The horizontal coordinates were determined by differentially corrected
 DE7534.hand held GPS observations or other comparable positioning techniques
 DE7534.and have an estimated accuracy of +/- 3 meters.
 DE7534
 DE7534.The orthometric height was determined by differential leveling and
 DE7534.adjusted by the WI DEPT OF TRANSP
 DE7534.in May 2012.
 DE7534
 DE7534.No vertical observational check was made to the station.
 DE7534
 DE7534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7534.GEOID18 height accuracy estimate available here.
 DE7534
 DE7534.Click photographs - Photos may exist for this station.
 DE7534
 DE7534.The dynamic height is computed by dividing the NAVD 88
 DE7534.geopotential number by the normal gravity value computed on the
 DE7534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7534.degrees latitude (g = 980.6199 gals.).
 DE7534
 DE7534.The modeled gravity was interpolated from observed gravity values.
 DE7534
 DE7534;                    North         East    Units  Estimated Accuracy
 DE7534;SPC WI S     -   203,824.0     730,613.2     MT  (+/- 3 meters HH1 GPS) 
 DE7534
 DE7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8933853165(NAD 83)
 DE7534
 DE7534                          SUPERSEDED SURVEY CONTROL
 DE7534
 DE7534  NAVD 88 (04/20/07)  245.185  (m)          804.41   (f) SUPERSEDED  2 1
 DE7534  NAVD 88 (05/16/03)  245.199  (m)          804.46   (f) SUPERSEDED  2 1
 DE7534
 DE7534.Superseded values are not recommended for survey control.
 DE7534
 DE7534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7534.See file dsdata.pdf to determine how the superseded data were derived.
 DE7534
 DE7534_MARKER: DD = SURVEY DISK
 DE7534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7534_STAMPING: 3X49 2001
 DE7534_MARK LOGO: WIDT
 DE7534_PROJECTION: FLUSH
 DE7534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7534+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 DE7534
 DE7534  HISTORY     - Date     Condition        Report By
 DE7534  HISTORY     - 2000     MONUMENTED       WIDT
 DE7534  HISTORY     - 20030708 GOOD             USPSQD
 DE7534  HISTORY     - 20050831 GOOD             WIDT
 DE7534  HISTORY     - 20060930 GOOD             USPSQD
 DE7534  HISTORY     - 20120327 GOOD             CITFDL
 DE7534
 DE7534                          STATION DESCRIPTION
 DE7534
 DE7534'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7534'THE STATION IS LOCATED ABOUT 10 KM WEST OF MT CALVARY AND 8 KM
 DE7534'NORTHEAST OF FOND DU LAC.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7534'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7534'151 WITH STATE HIGHWAY 149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND
 DE7534'DU LAC, GO NORTHEAST ON US HIGHWAY 151 FOR 0.6 KM TO PEEBLES LANE ON
 DE7534'THE RIGHT, CONTINUE NORTHEAST ON US HIGHWAY 151 FOR 0.3 KM TO THE
 DE7534'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7534'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DE7534'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7534'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 17.1 M EAST OF THE
 DE7534'CENTERLINE OF US HIGHWAY 151, 39 M NORTH OF THE EXTENDED CENTERLINE
 DE7534'OF PRIVATE ENTRANCE --N7804--, AND 36 M SOUTH OF THE CENTERLINE OF
 DE7534'PRIVATE ENTRANCE --N7825--.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7534'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7534
 DE7534                          STATION RECOVERY (2003)
 DE7534
 DE7534'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7534'RECOVERED IN GOOD CONDITION.
 DE7534
 DE7534                          STATION RECOVERY (2005)
 DE7534
 DE7534'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7534'RECOVERED IN GOOD CONDITION.  NOTE-- PEBBLES LANE NO LONGER INTERSECTS
 DE7534'WITH US HIGHWAY 151.  ADD-- THE STATION IS 0.5 MILE NORTH OF THE
 DE7534'JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 149, 63.5 M NORTH OF A
 DE7534'WOODEN --NO PASSING ZONE-- SIGN POST, AND 1.0 M WEST, 1.0 M NORTH, AND
 DE7534'1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7534
 DE7534                          STATION RECOVERY (2006)
 DE7534
 DE7534'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7534'RECOVERED IN GOOD CONDITION.
 DE7534
 DE7534                          STATION RECOVERY (2012)
 DE7534
 DE7534'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 DE7534'RECOVERED AS DESCRIBED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7535 ***********************************************************************
 DE7535  DESIGNATION -  3X50
 DE7535  PID         -  DE7535
 DE7535  STATE/COUNTY-  WI/FOND DU LAC
 DE7535  COUNTRY     -  US
 DE7535  USGS QUAD   -  SAINT PETER (2018)
 DE7535
 DE7535                         *CURRENT SURVEY CONTROL
 DE7535  ______________________________________________________________________
 DE7535* NAD 83(1986) POSITION- 43 50 55.1    (N) 088 21 26.0    (W)   HD_HELD2
 DE7535* NAVD 88 ORTHO HEIGHT -   287.719 (meters)      943.96  (feet) ADJUSTED
 DE7535  ______________________________________________________________________
 DE7535  GEOID HEIGHT    -        -35.887 (meters)                     GEOID18
 DE7535  DYNAMIC HEIGHT  -        287.660 (meters)      943.76  (feet) COMP
 DE7535  MODELED GRAVITY -    980,403.3   (mgal)                       NAVD 88
 DE7535
 DE7535  VERT ORDER      -  SECOND    CLASS I
 DE7535
 DE7535.The horizontal coordinates were established by autonomous hand held GPS
 DE7535.observations and have an estimated accuracy of +/- 10 meters.
 DE7535
 DE7535.The orthometric height was determined by differential leveling and
 DE7535.adjusted by the WI DEPT OF TRANSP
 DE7535.in May 2012.
 DE7535
 DE7535.No vertical observational check was made to the station.
 DE7535
 DE7535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7535.GEOID18 height accuracy estimate available here.
 DE7535
 DE7535.Click photographs - Photos may exist for this station.
 DE7535
 DE7535.The dynamic height is computed by dividing the NAVD 88
 DE7535.geopotential number by the normal gravity value computed on the
 DE7535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7535.degrees latitude (g = 980.6199 gals.).
 DE7535
 DE7535.The modeled gravity was interpolated from observed gravity values.
 DE7535
 DE7535;                    North         East    Units  Estimated Accuracy
 DE7535;SPC WI S     -   206,671.      732,082.      MT  (+/- 10 meters HH2 GPS)
 DE7535
 DE7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9090955956(NAD 83)
 DE7535
 DE7535                          SUPERSEDED SURVEY CONTROL
 DE7535
 DE7535  NAVD 88 (04/20/07)  287.687  (m)          943.85   (f) SUPERSEDED  2 1
 DE7535  NAVD 88 (05/16/03)  287.700  (m)          943.90   (f) SUPERSEDED  2 1
 DE7535
 DE7535.Superseded values are not recommended for survey control.
 DE7535
 DE7535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7535.See file dsdata.pdf to determine how the superseded data were derived.
 DE7535
 DE7535_MARKER: DD = SURVEY DISK
 DE7535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7535_STAMPING: 3X50 2001
 DE7535_MARK LOGO: WIDT
 DE7535_PROJECTION: FLUSH
 DE7535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7535+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DE7535
 DE7535  HISTORY     - Date     Condition        Report By
 DE7535  HISTORY     - 2000     MONUMENTED       WIDT
 DE7535  HISTORY     - 20030708 GOOD             USPSQD
 DE7535  HISTORY     - 20050830 GOOD             WIDT
 DE7535  HISTORY     - 20060930 GOOD             USPSQD
 DE7535
 DE7535                          STATION DESCRIPTION
 DE7535
 DE7535'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7535'THE STATION IS LOCATED ABOUT 11 KM NORTHEAST OF FOND DU LAC AND 9 KM
 DE7535'WEST-NORTHWEST OF MT CALVARY.     OWNERSHIP--TOWN OF TAYCHEEDAH.  TO
 DE7535'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DE7535'HIGHWAY 149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO NORTH
 DE7535'ON US HIGHWAY 151 FOR 3.7 KM TO SILICA ROAD ON THE RIGHT, TURN RIGHT
 DE7535'AND GO EAST ON SILICA ROAD FOR 1.0 KM TO LAKEVIEW ROAD AND THE
 DE7535'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7535'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7535'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7535'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.3 M EAST OF THE
 DE7535'CENTERLINE OF LAKEVIEW ROAD, 36.0 M NORTH OF THE CENTERLINE OF SILICA
 DE7535'ROAD, 27.6 M NORTHEAST OF UTILITY POLE --16-18-16.33 51/1--, 23 M
 DE7535'SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N8514--, 2 M
 DE7535'WEST OF A CULTIVATED FIELD AND 1.0 M WEST OF A WHITE PLASTIC WITNESS
 DE7535'POST. --NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7535'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWERLINES TO THE
 DE7535'WEST EXTENDING TO 27 DEGREES.
 DE7535
 DE7535                          STATION RECOVERY (2003)
 DE7535
 DE7535'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7535'RECOVERED IN GOOD CONDITION.
 DE7535
 DE7535                          STATION RECOVERY (2005)
 DE7535
 DE7535'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7535'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M WEST, 1.0 M
 DE7535'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7535
 DE7535                          STATION RECOVERY (2006)
 DE7535
 DE7535'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7535'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7536 ***********************************************************************
 DE7536  DESIGNATION -  3X51
 DE7536  PID         -  DE7536
 DE7536  STATE/COUNTY-  WI/FOND DU LAC
 DE7536  COUNTRY     -  US
 DE7536  USGS QUAD   -  SAINT PETER (2018)
 DE7536
 DE7536                         *CURRENT SURVEY CONTROL
 DE7536  ______________________________________________________________________
 DE7536* NAD 83(1986) POSITION- 43 50 54.5    (N) 088 20 27.6    (W)   HD_HELD2
 DE7536* NAVD 88 ORTHO HEIGHT -   303.688 (meters)      996.35  (feet) ADJUSTED
 DE7536  ______________________________________________________________________
 DE7536  GEOID HEIGHT    -        -35.868 (meters)                     GEOID18
 DE7536  DYNAMIC HEIGHT  -        303.624 (meters)      996.14  (feet) COMP
 DE7536  MODELED GRAVITY -    980,401.4   (mgal)                       NAVD 88
 DE7536
 DE7536  VERT ORDER      -  SECOND    CLASS I
 DE7536
 DE7536.The horizontal coordinates were established by autonomous hand held GPS
 DE7536.observations and have an estimated accuracy of +/- 10 meters.
 DE7536
 DE7536.The orthometric height was determined by differential leveling and
 DE7536.adjusted by the WI DEPT OF TRANSP
 DE7536.in May 2012.
 DE7536
 DE7536.No vertical observational check was made to the station.
 DE7536
 DE7536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7536.GEOID18 height accuracy estimate available here.
 DE7536
 DE7536.Click photographs - Photos may exist for this station.
 DE7536
 DE7536.The dynamic height is computed by dividing the NAVD 88
 DE7536.geopotential number by the normal gravity value computed on the
 DE7536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7536.degrees latitude (g = 980.6199 gals.).
 DE7536
 DE7536.The modeled gravity was interpolated from observed gravity values.
 DE7536
 DE7536;                    North         East    Units  Estimated Accuracy
 DE7536;SPC WI S     -   206,678.      733,387.      MT  (+/- 10 meters HH2 GPS)
 DE7536
 DE7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9221255917(NAD 83)
 DE7536
 DE7536                          SUPERSEDED SURVEY CONTROL
 DE7536
 DE7536  NAVD 88 (04/20/07)  303.655  (m)          996.24   (f) SUPERSEDED  2 1
 DE7536  NAVD 88 (05/16/03)  303.668  (m)          996.28   (f) SUPERSEDED  2 1
 DE7536
 DE7536.Superseded values are not recommended for survey control.
 DE7536
 DE7536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7536.See file dsdata.pdf to determine how the superseded data were derived.
 DE7536
 DE7536_MARKER: DD = SURVEY DISK
 DE7536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7536_STAMPING: 3X51 2001
 DE7536_MARK LOGO: WIDT
 DE7536_PROJECTION: FLUSH
 DE7536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7536+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DE7536
 DE7536  HISTORY     - Date     Condition        Report By
 DE7536  HISTORY     - 2000     MONUMENTED       WIDT
 DE7536  HISTORY     - 20030708 GOOD             USPSQD
 DE7536  HISTORY     - 20050830 GOOD             WIDT
 DE7536  HISTORY     - 20060930 GOOD             USPSQD
 DE7536
 DE7536                          STATION DESCRIPTION
 DE7536
 DE7536'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7536'THE STATION IS LOCATED ABOUT 12 KM NORTHEAST OF FOND DU LAC AND 8 KM
 DE7536'WEST-NORTHWEST MT CALVARY.  OWNERSHIP--TOWN OF TAYCHEEDAH. TO REACH
 DE7536'THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY
 DE7536'149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO NORTH ON US
 DE7536'HIGHWAY 151 FOR 3.7 KM TO SILICA ROAD ON THE RIGHT, TURN RIGHT AND GO
 DE7536'EAST ON SILICA ROAD FOR 1.1 KM TO COUNTY HIGHWAY QQ, CONTINUE EAST ON
 DE7536'SILICA ROAD FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DE7536'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7536'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7536'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DE7536'IS 6.0 M NORTH OF THE CENTERLINE OF SILICA ROAD, 70 M EAST OF PRIVATE
 DE7536'ENTRANCE --W3693--, 43.0 M NORTHWEST OF POWER POLE --16-18-22 3/53--,
 DE7536'30.4 M NORTHEAST OF POWER POLE --16-18-22 1/52--, 4 M SOUTH OF A
 DE7536'CULTIVATED FIELD AND 0.5 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7536'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7536'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWERLINES TO THE SOUTH
 DE7536'EXTENDING TO 23 DEGREES.
 DE7536
 DE7536                          STATION RECOVERY (2003)
 DE7536
 DE7536'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7536'RECOVERED IN GOOD CONDITION.  NOTE- THERE IS NO WITNESS POST PRESENT.
 DE7536
 DE7536                          STATION RECOVERY (2005)
 DE7536
 DE7536'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7536'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS NOW 0.4 M (NOT 4
 DE7536'M) SOUTH OF A CULTIVATED FIELD.  ADD-- THE STATION IS 0.4 M SOUTH, 0.8
 DE7536'M EAST, AND 0.8 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7536
 DE7536                          STATION RECOVERY (2006)
 DE7536
 DE7536'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7537 ***********************************************************************
 DE7537  DESIGNATION -  3X52
 DE7537  PID         -  DE7537
 DE7537  STATE/COUNTY-  WI/FOND DU LAC
 DE7537  COUNTRY     -  US
 DE7537  USGS QUAD   -  SAINT PETER (2018)
 DE7537
 DE7537                         *CURRENT SURVEY CONTROL
 DE7537  ______________________________________________________________________
 DE7537* NAD 83(1986) POSITION- 43 51 45.3    (N) 088 20 33.4    (W)   HD_HELD2
 DE7537* NAVD 88 ORTHO HEIGHT -   314.142 (meters)     1030.65  (feet) ADJUSTED
 DE7537  ______________________________________________________________________
 DE7537  GEOID HEIGHT    -        -35.906 (meters)                     GEOID18
 DE7537  DYNAMIC HEIGHT  -        314.076 (meters)     1030.43  (feet) COMP
 DE7537  MODELED GRAVITY -    980,401.3   (mgal)                       NAVD 88
 DE7537
 DE7537  VERT ORDER      -  SECOND    CLASS I
 DE7537
 DE7537.The horizontal coordinates were established by autonomous hand held GPS
 DE7537.observations and have an estimated accuracy of +/- 10 meters.
 DE7537
 DE7537.The orthometric height was determined by differential leveling and
 DE7537.adjusted by the WI DEPT OF TRANSP
 DE7537.in May 2012.
 DE7537
 DE7537.No vertical observational check was made to the station.
 DE7537
 DE7537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7537.GEOID18 height accuracy estimate available here.
 DE7537
 DE7537.Click photographs - Photos may exist for this station.
 DE7537
 DE7537.The dynamic height is computed by dividing the NAVD 88
 DE7537.geopotential number by the normal gravity value computed on the
 DE7537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7537.degrees latitude (g = 980.6199 gals.).
 DE7537
 DE7537.The modeled gravity was interpolated from observed gravity values.
 DE7537
 DE7537;                    North         East    Units  Estimated Accuracy
 DE7537;SPC WI S     -   208,243.      733,226.      MT  (+/- 10 meters HH2 GPS)
 DE7537
 DE7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9210857486(NAD 83)
 DE7537
 DE7537                          SUPERSEDED SURVEY CONTROL
 DE7537
 DE7537  NAVD 88 (04/20/07)  314.108  (m)         1030.54   (f) SUPERSEDED  2 1
 DE7537  NAVD 88 (05/16/03)  314.122  (m)         1030.58   (f) SUPERSEDED  2 1
 DE7537
 DE7537.Superseded values are not recommended for survey control.
 DE7537
 DE7537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7537.See file dsdata.pdf to determine how the superseded data were derived.
 DE7537
 DE7537_MARKER: DD = SURVEY DISK
 DE7537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7537_STAMPING: 3X52 2001
 DE7537_MARK LOGO: WIDT
 DE7537_PROJECTION: FLUSH
 DE7537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7537+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DE7537
 DE7537  HISTORY     - Date     Condition        Report By
 DE7537  HISTORY     - 2000     MONUMENTED       WIDT
 DE7537  HISTORY     - 20030708 GOOD             USPSQD
 DE7537  HISTORY     - 20050830 GOOD             WIDT
 DE7537  HISTORY     - 20060930 GOOD             USPSQD
 DE7537
 DE7537                          STATION DESCRIPTION
 DE7537
 DE7537'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7537'THE STATION IS LOCATED ABOUT 13 KM NORTHEAST OF FOND DU LAC AND 9 KM
 DE7537'NORTHWEST OF MT CALVARY.  OWNERSHIP--FOND DU LAC COUNTY.  TO REACH
 DE7537'THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY
 DE7537'149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO NORTH ON US
 DE7537'HIGHWAY 151 FOR 3.7 KM TO SILICA ROAD ON THE RIGHT, TURN RIGHT AND GO
 DE7537'EAST ON SILICA ROAD FOR 2.1 KM TO COUNTY HIGHWAY QQ, TURN LEFT AND GO
 DE7537'NORTH ON COUNTY HIGHWAY QQ FOR 1.6 KM TO COUNTY HIGHWAY Q AND THE
 DE7537'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7537'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DE7537'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7537'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.7 M EAST OF THE
 DE7537'CENTERLINE OF COUNTY HIGHWAY QQ, 59 M NORTH OF THE CENTERLINE OF A
 DE7537'FIELD ENTRANCE, 37.4 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY Q,
 DE7537'36.1 M SOUTHWEST OF A WOOD RIGHT-OF-WAY POST, 23.5 M NORTHEAST OF
 DE7537'UTILITY POLE --16-18-16 50/51--, AND 0.5 M WEST OF A WHITE PLASTIC
 DE7537'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7537'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR
 DE7537'POWERLINES TO THE WEST EXTENDING TO 26 DEGREES.
 DE7537
 DE7537                          STATION RECOVERY (2003)
 DE7537
 DE7537'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7537'RECOVERED IN GOOD CONDITION.
 DE7537
 DE7537                          STATION RECOVERY (2005)
 DE7537
 DE7537'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7537'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 28.5 M SOUTH OF A
 DE7537'WOODEN --STOP-- SIGN POST AND 0.4 M WEST, 0.9 M SOUTHEAST, AND 0.9 M
 DE7537'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7537
 DE7537                          STATION RECOVERY (2006)
 DE7537
 DE7537'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7538 ***********************************************************************
 DE7538  DESIGNATION -  3X53
 DE7538  PID         -  DE7538
 DE7538  STATE/COUNTY-  WI/FOND DU LAC
 DE7538  COUNTRY     -  US
 DE7538  USGS QUAD   -  BROTHERTOWN (2018)
 DE7538
 DE7538                         *CURRENT SURVEY CONTROL
 DE7538  ______________________________________________________________________
 DE7538* NAD 83(1986) POSITION- 43 52 39.0    (N) 088 20 44.5    (W)   HD_HELD2
 DE7538* NAVD 88 ORTHO HEIGHT -   259.192 (meters)      850.37  (feet) ADJUSTED
 DE7538  ______________________________________________________________________
 DE7538  GEOID HEIGHT    -        -35.951 (meters)                     GEOID18
 DE7538  DYNAMIC HEIGHT  -        259.138 (meters)      850.19  (feet) COMP
 DE7538  MODELED GRAVITY -    980,402.7   (mgal)                       NAVD 88
 DE7538
 DE7538  VERT ORDER      -  SECOND    CLASS I
 DE7538
 DE7538.The horizontal coordinates were established by autonomous hand held GPS
 DE7538.observations and have an estimated accuracy of +/- 10 meters.
 DE7538
 DE7538.The orthometric height was determined by differential leveling and
 DE7538.adjusted by the WI DEPT OF TRANSP
 DE7538.in May 2012.
 DE7538
 DE7538.No vertical observational check was made to the station.
 DE7538
 DE7538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7538.GEOID18 height accuracy estimate available here.
 DE7538
 DE7538.Click photographs - Photos may exist for this station.
 DE7538
 DE7538.The dynamic height is computed by dividing the NAVD 88
 DE7538.geopotential number by the normal gravity value computed on the
 DE7538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7538.degrees latitude (g = 980.6199 gals.).
 DE7538
 DE7538.The modeled gravity was interpolated from observed gravity values.
 DE7538
 DE7538;                    North         East    Units  Estimated Accuracy
 DE7538;SPC WI S     -   209,895.      732,945.      MT  (+/- 10 meters HH2 GPS)
 DE7538
 DE7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9188859147(NAD 83)
 DE7538
 DE7538                          SUPERSEDED SURVEY CONTROL
 DE7538
 DE7538  NAVD 88 (04/20/07)  259.158  (m)          850.25   (f) SUPERSEDED  2 1
 DE7538  NAVD 88 (05/16/03)  259.172  (m)          850.30   (f) SUPERSEDED  2 1
 DE7538
 DE7538.Superseded values are not recommended for survey control.
 DE7538
 DE7538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7538.See file dsdata.pdf to determine how the superseded data were derived.
 DE7538
 DE7538_MARKER: DD = SURVEY DISK
 DE7538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7538_STAMPING: 3X53 2001
 DE7538_MARK LOGO: WIDT
 DE7538_PROJECTION: FLUSH
 DE7538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7538+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DE7538
 DE7538  HISTORY     - Date     Condition        Report By
 DE7538  HISTORY     - 2000     MONUMENTED       WIDT
 DE7538  HISTORY     - 20030708 GOOD             USPSQD
 DE7538  HISTORY     - 20050830 GOOD             WIDT
 DE7538  HISTORY     - 20060930 GOOD             USPSQD
 DE7538
 DE7538                          STATION DESCRIPTION
 DE7538
 DE7538'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7538'THE STATION IS LOCATED ABOUT 26 KM SOUTHWEST OF KIEL AND 13 KM
 DE7538'NORTHEAST OF FOND DU LAC.  OWNERSHIP--TOWN OF CALUMET.    TO REACH THE
 DE7538'STATION FROM THE SOUTH JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY
 DE7538'55 ABOUT 27 KM NORTHEAST OF THE THE CITY OF FOND DU LAC, GO SOUTH ON
 DE7538'US HIGHWAY 151 FOR 14.5 KM TO JOHNSBURG ROAD AND THE STATION ON THE
 DE7538'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7538'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7538'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7538'THE ROAD PAVEMENT.  THE STATION IS 69.9 M EAST OF THE CENTERLINE OF
 DE7538'US HIGHWAY 151, 6.4 M NORTH OF THE CENTERLINE OF JOHNSBURG ROAD, 113
 DE7538'M WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W3740--, 24.5
 DE7538'M NORTHWEST OF A POWER POLE, 1 M SOUTH OF A CULTIVATED FIELD, AND 0.5
 DE7538'M SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DE7538'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7538'HORIZON.
 DE7538
 DE7538                          STATION RECOVERY (2003)
 DE7538
 DE7538'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7538'RECOVERED IN GOOD CONDITION.
 DE7538
 DE7538                          STATION RECOVERY (2005)
 DE7538
 DE7538'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7538'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20.9 M NORTHWEST OF
 DE7538'A STAINLESS STEEL CABINET ON A CONCRETE SLAB WITH AN ANTENNA ATTACHED
 DE7538'TO THE TOP AND FIRE NUMBER SIGN --W3762-- NEARBY, 13.7 M
 DE7538'NORTH-NORTHWEST OF A WOODEN --ROAD JUNCTION AHEAD-- SIGN POST, AND 0.5
 DE7538'M SOUTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS
 DE7538'POSTS.
 DE7538
 DE7538                          STATION RECOVERY (2006)
 DE7538
 DE7538'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7539 ***********************************************************************
 DE7539  DESIGNATION -  3X54
 DE7539  PID         -  DE7539
 DE7539  STATE/COUNTY-  WI/FOND DU LAC
 DE7539  COUNTRY     -  US
 DE7539  USGS QUAD   -  BROTHERTOWN (2018)
 DE7539
 DE7539                         *CURRENT SURVEY CONTROL
 DE7539  ______________________________________________________________________
 DE7539* NAD 83(1986) POSITION- 43 53 29.3    (N) 088 19 55.6    (W)   HD_HELD2
 DE7539* NAVD 88 ORTHO HEIGHT -   259.584 (meters)      851.65  (feet) ADJUSTED
 DE7539  ______________________________________________________________________
 DE7539  GEOID HEIGHT    -        -35.972 (meters)                     GEOID18
 DE7539  DYNAMIC HEIGHT  -        259.530 (meters)      851.47  (feet) COMP
 DE7539  MODELED GRAVITY -    980,405.9   (mgal)                       NAVD 88
 DE7539
 DE7539  VERT ORDER      -  SECOND    CLASS I
 DE7539
 DE7539.The horizontal coordinates were established by autonomous hand held GPS
 DE7539.observations and have an estimated accuracy of +/- 10 meters.
 DE7539
 DE7539.The orthometric height was determined by differential leveling and
 DE7539.adjusted by the WI DEPT OF TRANSP
 DE7539.in May 2012.
 DE7539
 DE7539.No vertical observational check was made to the station.
 DE7539
 DE7539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7539.GEOID18 height accuracy estimate available here.
 DE7539
 DE7539.Click photographs - Photos may exist for this station.
 DE7539
 DE7539.The dynamic height is computed by dividing the NAVD 88
 DE7539.geopotential number by the normal gravity value computed on the
 DE7539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7539.degrees latitude (g = 980.6199 gals.).
 DE7539
 DE7539.The modeled gravity was interpolated from observed gravity values.
 DE7539
 DE7539;                    North         East    Units  Estimated Accuracy
 DE7539;SPC WI S     -   211,469.      734,006.      MT  (+/- 10 meters HH2 GPS)
 DE7539
 DE7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9300460681(NAD 83)
 DE7539
 DE7539                          SUPERSEDED SURVEY CONTROL
 DE7539
 DE7539  NAVD 88 (04/20/07)  259.550  (m)          851.54   (f) SUPERSEDED  2 1
 DE7539  NAVD 88 (05/16/03)  259.563  (m)          851.58   (f) SUPERSEDED  2 1
 DE7539
 DE7539.Superseded values are not recommended for survey control.
 DE7539
 DE7539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7539.See file dsdata.pdf to determine how the superseded data were derived.
 DE7539
 DE7539_MARKER: DD = SURVEY DISK
 DE7539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7539_STAMPING: 3X54 2001
 DE7539_MARK LOGO: WIDT
 DE7539_PROJECTION: FLUSH
 DE7539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7539+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DE7539
 DE7539  HISTORY     - Date     Condition        Report By
 DE7539  HISTORY     - 2000     MONUMENTED       WIDT
 DE7539  HISTORY     - 20030708 MARK NOT FOUND   USPSQD
 DE7539  HISTORY     - 20050830 GOOD             WIDT
 DE7539  HISTORY     - 20060930 GOOD             USPSQD
 DE7539
 DE7539                          STATION DESCRIPTION
 DE7539
 DE7539'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7539'THE STATION IS LOCATED ABOUT 26 KM SOUTHWEST OF KIEL AND 13 KM
 DE7539'NORTHEAST OF FOND DU LAC.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7539'TRANSPORTATION.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF US
 DE7539'HIGHWAY 151 WITH STATE HIGHWAY 55 ABOUT 27 KM NORTHEAST OF THE CITY
 DE7539'OF FOND DU LAC, GO SOUTH ON US HIGHWAY 151 FOR 12.4 KM TO HIGHLAND
 DE7539'PARK ROAD ON THE RIGHT, CONTINUE SOUTH ON US HIGHWAY 151 FOR 0.2 KM
 DE7539'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7539'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7539'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7539'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.8 M
 DE7539'SOUTHEAST OF THE CENTERLINE OF US HIGHWAY 151, 118 M SOUTHEAST OF THE
 DE7539'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N9720--, 103.8 M NORTHEAST
 DE7539'OF THE TOP CENTER OF THE EAST END OF A 0.8 M DIAMETER CORRUGATED
 DE7539'METAL CULVERT PIPE, 2 M NORTHWEST OF A CULTIVATED FIELD, AND 0.6 M
 DE7539'NORTHWEST OF A WHITE PLASTIC WITNESS POST.  --NOTE--THIS STATION HAS
 DE7539'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7539'HORIZON.
 DE7539
 DE7539                          STATION RECOVERY (2003)
 DE7539
 DE7539'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7539'MARK NOT FOUND.
 DE7539
 DE7539                          STATION RECOVERY (2005)
 DE7539
 DE7539'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7539'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 118 M SOUTHWEST
 DE7539'(NOT SOUTHEAST) OF THE EXTENDED CENTERLINE OF THE PRIVATE ENTRANCE
 DE7539'--N9720--.  ADD-- THE STATION IS 33.5 M SOUTHEAST OF POWER POLE
 DE7539'--16-18-3 26/52-- AND 1.0 M WEST, 1.0 M NORTHEAST, AND 1.0 M SOUTHEAST
 DE7539'OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7539
 DE7539                          STATION RECOVERY (2006)
 DE7539
 DE7539'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7540 ***********************************************************************
 DE7540  DESIGNATION -  3X55
 DE7540  PID         -  DE7540
 DE7540  STATE/COUNTY-  WI/FOND DU LAC
 DE7540  COUNTRY     -  US
 DE7540  USGS QUAD   -  BROTHERTOWN (2018)
 DE7540
 DE7540                         *CURRENT SURVEY CONTROL
 DE7540  ______________________________________________________________________
 DE7540* NAD 83(1986) POSITION- 43 54 25.1    (N) 088 19 08.9    (W)   HD_HELD2
 DE7540* NAVD 88 ORTHO HEIGHT -   246.828 (meters)      809.80  (feet) ADJUSTED
 DE7540  ______________________________________________________________________
 DE7540  GEOID HEIGHT    -        -35.995 (meters)                     GEOID18
 DE7540  DYNAMIC HEIGHT  -        246.778 (meters)      809.64  (feet) COMP
 DE7540  MODELED GRAVITY -    980,412.2   (mgal)                       NAVD 88
 DE7540
 DE7540  VERT ORDER      -  SECOND    CLASS I
 DE7540
 DE7540.The horizontal coordinates were established by autonomous hand held GPS
 DE7540.observations and have an estimated accuracy of +/- 10 meters.
 DE7540
 DE7540.The orthometric height was determined by differential leveling and
 DE7540.adjusted by the WI DEPT OF TRANSP
 DE7540.in May 2012.
 DE7540
 DE7540.No vertical observational check was made to the station.
 DE7540
 DE7540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7540.GEOID18 height accuracy estimate available here.
 DE7540
 DE7540.Click photographs - Photos may exist for this station.
 DE7540
 DE7540.The dynamic height is computed by dividing the NAVD 88
 DE7540.geopotential number by the normal gravity value computed on the
 DE7540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7540.degrees latitude (g = 980.6199 gals.).
 DE7540
 DE7540.The modeled gravity was interpolated from observed gravity values.
 DE7540
 DE7540;                    North         East    Units  Estimated Accuracy
 DE7540;SPC WI S     -   213,212.      735,013.      MT  (+/- 10 meters HH2 GPS)
 DE7540
 DE7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9407362386(NAD 83)
 DE7540
 DE7540                          SUPERSEDED SURVEY CONTROL
 DE7540
 DE7540  NAVD 88 (04/20/07)  246.794  (m)          809.69   (f) SUPERSEDED  2 1
 DE7540  NAVD 88 (05/16/03)  246.806  (m)          809.73   (f) SUPERSEDED  2 1
 DE7540
 DE7540.Superseded values are not recommended for survey control.
 DE7540
 DE7540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7540.See file dsdata.pdf to determine how the superseded data were derived.
 DE7540
 DE7540_MARKER: DD = SURVEY DISK
 DE7540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7540_STAMPING: 3X55 2001
 DE7540_MARK LOGO: WIDT
 DE7540_PROJECTION: FLUSH
 DE7540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7540+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DE7540
 DE7540  HISTORY     - Date     Condition        Report By
 DE7540  HISTORY     - 2000     MONUMENTED       WIDT
 DE7540  HISTORY     - 20030708 GOOD             USPSQD
 DE7540  HISTORY     - 20050830 GOOD             WIDT
 DE7540  HISTORY     - 20060930 GOOD             USPSQD
 DE7540
 DE7540                          STATION DESCRIPTION
 DE7540
 DE7540'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7540'THE STATION IS LOCATED ABOUT 21 KM SOUTHEAST OF OSHKOSH AND 18 KM
 DE7540'NORTHEAST OF FOND DU LAC. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7540'TRANSPORTATION.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF US
 DE7540'HIGHWAY 151 WITH STATE HIGHWAY 55 ABOUT 27 KM NORTHEAST OF THE CITY
 DE7540'OF FOND DU LAC, GO SOUTH ON US HIGHWAY 151 FOR 9.7 KM TO COUNTY
 DE7540'HIGHWAY W, CONTINUE SOUTH ON US HIGHWAY 151 FOR 1.0 KM TO THE STATION
 DE7540'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7540'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7540'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7540'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.5 M SOUTHEAST OF
 DE7540'THE CENTERLINE OF US HIGHWAY 151, 109 M SOUTHWEST OF A FIELD
 DE7540'ENTRANCE, 87 M NORTHEAST OF THE CENTERLINE OF PRIVATE ENTRANCE
 DE7540'--N10085--, 42.1 M SOUTHEAST OF POWER POLE --17-18-26.3 21/3, AND 5 M
 DE7540'NORTHWEST OF A CULTIVATED FIELD.  ---NOTE---THIS STATION HAS NO
 DE7540'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7540'HORIZON.
 DE7540
 DE7540                          STATION RECOVERY (2003)
 DE7540
 DE7540'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7540'RECOVERED IN GOOD CONDITION.
 DE7540
 DE7540                          STATION RECOVERY (2005)
 DE7540
 DE7540'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7540'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7540'NORTHEAST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7540
 DE7540                          STATION RECOVERY (2006)
 DE7540
 DE7540'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7541 ***********************************************************************
 DE7541  DESIGNATION -  3X56
 DE7541  PID         -  DE7541
 DE7541  STATE/COUNTY-  WI/FOND DU LAC
 DE7541  COUNTRY     -  US
 DE7541  USGS QUAD   -  BROTHERTOWN (2018)
 DE7541
 DE7541                         *CURRENT SURVEY CONTROL
 DE7541  ______________________________________________________________________
 DE7541* NAD 83(1986) POSITION- 43 55 16.7    (N) 088 18 26.5    (W)   HD_HELD2
 DE7541* NAVD 88 ORTHO HEIGHT -   246.899 (meters)      810.03  (feet) ADJUSTED
 DE7541  ______________________________________________________________________
 DE7541  GEOID HEIGHT    -        -36.012 (meters)                     GEOID18
 DE7541  DYNAMIC HEIGHT  -        246.850 (meters)      809.87  (feet) COMP
 DE7541  MODELED GRAVITY -    980,415.6   (mgal)                       NAVD 88
 DE7541
 DE7541  VERT ORDER      -  SECOND    CLASS I
 DE7541
 DE7541.The horizontal coordinates were established by autonomous hand held GPS
 DE7541.observations and have an estimated accuracy of +/- 10 meters.
 DE7541
 DE7541.The orthometric height was determined by differential leveling and
 DE7541.adjusted by the WI DEPT OF TRANSP
 DE7541.in May 2012.
 DE7541
 DE7541.No vertical observational check was made to the station.
 DE7541
 DE7541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7541.GEOID18 height accuracy estimate available here.
 DE7541
 DE7541.Click photographs - Photos may exist for this station.
 DE7541
 DE7541.The dynamic height is computed by dividing the NAVD 88
 DE7541.geopotential number by the normal gravity value computed on the
 DE7541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7541.degrees latitude (g = 980.6199 gals.).
 DE7541
 DE7541.The modeled gravity was interpolated from observed gravity values.
 DE7541
 DE7541;                    North         East    Units  Estimated Accuracy
 DE7541;SPC WI S     -   214,823.      735,927.      MT  (+/- 10 meters HH2 GPS)
 DE7541
 DE7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9504463963(NAD 83)
 DE7541
 DE7541                          SUPERSEDED SURVEY CONTROL
 DE7541
 DE7541  NAVD 88 (04/20/07)  246.864  (m)          809.92   (f) SUPERSEDED  2 1
 DE7541  NAVD 88 (05/16/03)  246.877  (m)          809.96   (f) SUPERSEDED  2 1
 DE7541
 DE7541.Superseded values are not recommended for survey control.
 DE7541
 DE7541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7541.See file dsdata.pdf to determine how the superseded data were derived.
 DE7541
 DE7541_MARKER: DD = SURVEY DISK
 DE7541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7541_STAMPING: 3X56 2001
 DE7541_MARK LOGO: WIDT
 DE7541_PROJECTION: FLUSH
 DE7541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7541+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DE7541
 DE7541  HISTORY     - Date     Condition        Report By
 DE7541  HISTORY     - 2000     MONUMENTED       WIDT
 DE7541  HISTORY     - 20030630 GOOD             USPSQD
 DE7541  HISTORY     - 20050830 GOOD             WIDT
 DE7541  HISTORY     - 20060930 GOOD             USPSQD
 DE7541
 DE7541                          STATION DESCRIPTION
 DE7541
 DE7541'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7541'THE STATION IS LOCATED ABOUT 21 KM SOUTHEAST OF OSHKOSH AND 18 KM
 DE7541'NORTHWEST OF NEW HOLSTEIN.  OWNERSHIP--FOND DU LAC COUNTY. TO REACH
 DE7541'THE STATION FROM THE SOUTH JUNCTION OF US HIGHWAY 151 WITH STATE
 DE7541'HIGHWAY 55 ABOUT 27 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO SOUTH
 DE7541'ON US HIGHWAY 151 FOR 8.9 KM TO COUNTY HIGHWAY HH ON THE LEFT, TURN
 DE7541'LEFT AND GO EAST ON COUNTY HIGHWAY HH FOR 0.2 KM TO THE STATION ON
 DE7541'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7541'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7541'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7541'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.1 M SOUTH OF THE
 DE7541'CENTERLINE OF COUNTY HIGHWAY HH, 45 M EAST OF THE EXTENDED CENTERLINE
 DE7541'OF PRIVATE ENTRANCE --N10507--, 43.2 M SOUTHEAST OF POWER POLE
 DE7541'--17-18-23.4 27/0, 1 M NORTH OF A CULTIVATED FIELD, AND 0.8 M NORTH
 DE7541'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7541'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7541'HORIZON.
 DE7541
 DE7541                          STATION RECOVERY (2003)
 DE7541
 DE7541'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7541'RECOVERED IN GOOD CONDITION.
 DE7541
 DE7541                          STATION RECOVERY (2005)
 DE7541
 DE7541'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7541'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M NORTH, 1.0 M
 DE7541'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7541
 DE7541                          STATION RECOVERY (2006)
 DE7541
 DE7541'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7542 ***********************************************************************
 DE7542  DESIGNATION -  3X57
 DE7542  PID         -  DE7542
 DE7542  STATE/COUNTY-  WI/CALUMET
 DE7542  COUNTRY     -  US
 DE7542  USGS QUAD   -  BROTHERTOWN (2018)
 DE7542
 DE7542                         *CURRENT SURVEY CONTROL
 DE7542  ______________________________________________________________________
 DE7542* NAD 83(1986) POSITION- 43 56 18.2    (N) 088 18 09.7    (W)   HD_HELD2
 DE7542* NAVD 88 ORTHO HEIGHT -   244.951 (meters)      803.64  (feet) ADJUSTED
 DE7542  ______________________________________________________________________
 DE7542  GEOID HEIGHT    -        -36.035 (meters)                     GEOID18
 DE7542  DYNAMIC HEIGHT  -        244.903 (meters)      803.49  (feet) COMP
 DE7542  MODELED GRAVITY -    980,416.6   (mgal)                       NAVD 88
 DE7542
 DE7542  VERT ORDER      -  SECOND    CLASS I
 DE7542
 DE7542.The horizontal coordinates were established by autonomous hand held GPS
 DE7542.observations and have an estimated accuracy of +/- 10 meters.
 DE7542
 DE7542.The orthometric height was determined by differential leveling and
 DE7542.adjusted by the WI DEPT OF TRANSP
 DE7542.in May 2012.
 DE7542
 DE7542.No vertical observational check was made to the station.
 DE7542
 DE7542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7542.GEOID18 height accuracy estimate available here.
 DE7542
 DE7542.Click photographs - Photos may exist for this station.
 DE7542
 DE7542.The dynamic height is computed by dividing the NAVD 88
 DE7542.geopotential number by the normal gravity value computed on the
 DE7542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7542.degrees latitude (g = 980.6199 gals.).
 DE7542
 DE7542.The modeled gravity was interpolated from observed gravity values.
 DE7542
 DE7542;                    North         East    Units  Estimated Accuracy
 DE7542;SPC WI S     -   216,728.      736,263.      MT  (+/- 10 meters HH2 GPS)
 DE7542
 DE7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9544965854(NAD 83)
 DE7542
 DE7542                          SUPERSEDED SURVEY CONTROL
 DE7542
 DE7542  NAVD 88 (04/20/07)  244.917  (m)          803.53   (f) SUPERSEDED  2 1
 DE7542  NAVD 88 (05/16/03)  244.929  (m)          803.57   (f) SUPERSEDED  2 1
 DE7542
 DE7542.Superseded values are not recommended for survey control.
 DE7542
 DE7542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7542.See file dsdata.pdf to determine how the superseded data were derived.
 DE7542
 DE7542_MARKER: DD = SURVEY DISK
 DE7542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7542_STAMPING: 3X57 2001
 DE7542_MARK LOGO: WIDT
 DE7542_PROJECTION: FLUSH
 DE7542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7542+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7542
 DE7542  HISTORY     - Date     Condition        Report By
 DE7542  HISTORY     - 2000     MONUMENTED       WIDT
 DE7542  HISTORY     - 20030630 GOOD             USPSQD
 DE7542  HISTORY     - 20050823 GOOD             WIDT
 DE7542  HISTORY     - 20061001 GOOD             USPSQD
 DE7542
 DE7542                          STATION DESCRIPTION
 DE7542
 DE7542'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7542'THE STATION IS LOCATED ABOUT 21 KM SOUTHEAST OF OSHKOSH AND 21 KM
 DE7542'NORTHEAST OF FOND DU LAC. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7542'TRANSPORTATION.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF US
 DE7542'HIGHWAY 151 WITH STATE HIGHWAY 55 ABOUT 27 KM NORTHEAST OF THE CITY
 DE7542'OF FOND DU LAC, GO SOUTH ON US HIGHWAY 151 FOR 5.7 KM TO LANE ROAD ON
 DE7542'THE LEFT, CONTINUE SOUTH ON US HIGHWAY 151 FOR 1.2 KM TO THE STATION
 DE7542'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7542'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7542'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DE7542'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M EAST OF THE
 DE7542'CENTERLINE OF US HIGHWAY 151, 0.2 KM NORTH OF COUNTY HIGHWAY HHH,
 DE7542'34.9 M NORTHEAST OF UTILITY POLE --17-18-14.4 47/16--, 15.8 M NORTH
 DE7542'OF A METAL POST FOR A --R/W-- SIGN, 13.5 M SOUTH OF A WOOD POST FOR A
 DE7542'--NORTH 151-- SIGN, 3 M WEST OF A CULTIVATED FIELD, AND 0.9 M WEST OF
 DE7542'A WHITE PLASTIC WITNESS POST. --NOTE--THIS STATION HAS VISIBLE
 DE7542'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7542'EXCEPT FOR TREES TO THE WEST EXTENDING TO 30 DEGREES ABOVE THE
 DE7542'HORIZON.
 DE7542
 DE7542                          STATION RECOVERY (2003)
 DE7542
 DE7542'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7542'RECOVERED IN GOOD CONDITION.
 DE7542
 DE7542                          STATION RECOVERY (2005)
 DE7542
 DE7542'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7542'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE NORTH OF
 DE7542'COUNTY HIGHWAY HHH, 11.0 M NORTH OF THE CENTERLINE OF A FIELD
 DE7542'ENTRANCE, AND 0.9 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE WHITE
 DE7542'PLASTIC WITNESS POSTS.
 DE7542'NOTE-- A WEDGE-SHAPED PIECE OF THE CONCRETE POST IS CRACKED OFF OF THE
 DE7542'TOP OF THE POST FROM THE WESTERN EDGE OF THE DISK TO A POINT AT THE
 DE7542'WESTERN EDGE OF THE POST 6 CM BELOW THE TOP.  THIS SEPARATION APPEARS
 DE7542'TO BE A LACK OF BONDING WHEN A SHOVEL FULL OF CONCRETE WAS ADDED ON
 DE7542'TOP OF THE ALREADY CURING LOWER PORTION OF THE POST.  THE DISK IS
 DE7542'SOLID IN THE EASTERN PORTION OF THE POST.
 DE7542
 DE7542                          STATION RECOVERY (2006)
 DE7542
 DE7542'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7544 ***********************************************************************
 DE7544  DESIGNATION -  3X58
 DE7544  PID         -  DE7544
 DE7544  STATE/COUNTY-  WI/CALUMET
 DE7544  COUNTRY     -  US
 DE7544  USGS QUAD   -  BROTHERTOWN (2018)
 DE7544
 DE7544                         *CURRENT SURVEY CONTROL
 DE7544  ______________________________________________________________________
 DE7544* NAD 83(1986) POSITION- 43 57 12.7    (N) 088 18 21.2    (W)   HD_HELD2
 DE7544* NAVD 88 ORTHO HEIGHT -   243.476 (meters)      798.80  (feet) ADJUSTED
 DE7544  ______________________________________________________________________
 DE7544  GEOID HEIGHT    -        -36.059 (meters)                     GEOID18
 DE7544  DYNAMIC HEIGHT  -        243.428 (meters)      798.65  (feet) COMP
 DE7544  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 DE7544
 DE7544  VERT ORDER      -  SECOND    CLASS I
 DE7544
 DE7544.The horizontal coordinates were established by autonomous hand held GPS
 DE7544.observations and have an estimated accuracy of +/- 10 meters.
 DE7544
 DE7544.The orthometric height was determined by differential leveling and
 DE7544.adjusted by the WI DEPT OF TRANSP
 DE7544.in May 2012.
 DE7544
 DE7544.No vertical observational check was made to the station.
 DE7544
 DE7544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7544.GEOID18 height accuracy estimate available here.
 DE7544
 DE7544.Click photographs - Photos may exist for this station.
 DE7544
 DE7544.The dynamic height is computed by dividing the NAVD 88
 DE7544.geopotential number by the normal gravity value computed on the
 DE7544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7544.degrees latitude (g = 980.6199 gals.).
 DE7544
 DE7544.The modeled gravity was interpolated from observed gravity values.
 DE7544
 DE7544;                    North         East    Units  Estimated Accuracy
 DE7544;SPC WI S     -   218,405.      735,972.      MT  (+/- 10 meters HH2 GPS)
 DE7544
 DE7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9521967540(NAD 83)
 DE7544
 DE7544                          SUPERSEDED SURVEY CONTROL
 DE7544
 DE7544  NAVD 88 (04/20/07)  243.441  (m)          798.69   (f) SUPERSEDED  2 1
 DE7544  NAVD 88 (05/16/03)  243.453  (m)          798.73   (f) SUPERSEDED  2 1
 DE7544
 DE7544.Superseded values are not recommended for survey control.
 DE7544
 DE7544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7544.See file dsdata.pdf to determine how the superseded data were derived.
 DE7544
 DE7544_MARKER: DD = SURVEY DISK
 DE7544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7544_STAMPING: 3X58 2001
 DE7544_MARK LOGO: WIDT
 DE7544_PROJECTION: FLUSH
 DE7544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7544+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DE7544
 DE7544  HISTORY     - Date     Condition        Report By
 DE7544  HISTORY     - 2000     MONUMENTED       WIDT
 DE7544  HISTORY     - 20030630 GOOD             USPSQD
 DE7544  HISTORY     - 20050823 GOOD             WIDT
 DE7544  HISTORY     - 20060930 GOOD             USPSQD
 DE7544
 DE7544                          STATION DESCRIPTION
 DE7544
 DE7544'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7544'THE STATION IS LOCATED ABOUT 22 KM NORTHEAST OF FOND DU LAC AND 19 KM
 DE7544'SOUTHEAST OF OSHKOSH. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7544'TRANSPORTATION.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF US
 DE7544'HIGHWAY 151 WITH STATE HIGHWAY 55 ABOUT 27 KM NORTHEAST OF THE CITY
 DE7544'OF FOND DU LAC, GO SOUTH ON US HIGHWAY 151 FOR 5.1 KM TO INDIAN ROAD,
 DE7544'TURN RIGHT AND GO EAST ON INDIAN ROAD FOR 0.2 KM TO THE STATION ON
 DE7544'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7544'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7544'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7544'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.1 M SOUTH OF THE
 DE7544'CENTERLINE OF INDIAN ROAD, 65.3 M EAST OF TELEPHONE PEDESTAL
 DE7544'--2152--, 18.5 M SOUTH OF POWER POLE --9999-4B34--, 1 M NORTH OF A
 DE7544'CULTIVATED FIELD, AND 0.5 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7544'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7544'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7544
 DE7544                          STATION RECOVERY (2003)
 DE7544
 DE7544'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7544'STATION RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 0.2
 DE7544'KM WEST OF HIGHWAY 151 ON INDIAN ROAD, NOT EAST.  THERE IS NO WITNESS
 DE7544'POST PRESENT.
 DE7544
 DE7544                          STATION RECOVERY (2005)
 DE7544
 DE7544'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7544'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 97 M WEST OF A
 DE7544'--STOP-- SIGN POST AND 1.0 M NORTH, 1.0 M SOUTHWEST, AND 1.0 M
 DE7544'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7544
 DE7544                          STATION RECOVERY (2006)
 DE7544
 DE7544'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7544'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7545 ***********************************************************************
 DE7545  DESIGNATION -  3X59
 DE7545  PID         -  DE7545
 DE7545  STATE/COUNTY-  WI/CALUMET
 DE7545  COUNTRY     -  US
 DE7545  USGS QUAD   -  BROTHERTOWN (2018)
 DE7545
 DE7545                         *CURRENT SURVEY CONTROL
 DE7545  ______________________________________________________________________
 DE7545* NAD 83(1986) POSITION- 43 58 27.3    (N) 088 18 24.1    (W)   HD_HELD2
 DE7545* NAVD 88 ORTHO HEIGHT -   249.831 (meters)      819.65  (feet) ADJUSTED
 DE7545  ______________________________________________________________________
 DE7545  GEOID HEIGHT    -        -36.085 (meters)                     GEOID18
 DE7545  DYNAMIC HEIGHT  -        249.782 (meters)      819.49  (feet) COMP
 DE7545  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 DE7545
 DE7545  VERT ORDER      -  SECOND    CLASS I
 DE7545
 DE7545.The horizontal coordinates were established by autonomous hand held GPS
 DE7545.observations and have an estimated accuracy of +/- 10 meters.
 DE7545
 DE7545.The orthometric height was determined by differential leveling and
 DE7545.adjusted by the WI DEPT OF TRANSP
 DE7545.in May 2012.
 DE7545
 DE7545.No vertical observational check was made to the station.
 DE7545
 DE7545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7545.GEOID18 height accuracy estimate available here.
 DE7545
 DE7545.Click photographs - Photos may exist for this station.
 DE7545
 DE7545.The dynamic height is computed by dividing the NAVD 88
 DE7545.geopotential number by the normal gravity value computed on the
 DE7545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7545.degrees latitude (g = 980.6199 gals.).
 DE7545
 DE7545.The modeled gravity was interpolated from observed gravity values.
 DE7545
 DE7545;                    North         East    Units  Estimated Accuracy
 DE7545;SPC WI S     -   220,705.      735,861.      MT  (+/- 10 meters HH2 GPS)
 DE7545
 DE7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9519169842(NAD 83)
 DE7545
 DE7545                          SUPERSEDED SURVEY CONTROL
 DE7545
 DE7545  NAVD 88 (04/20/07)  249.795  (m)          819.54   (f) SUPERSEDED  2 1
 DE7545  NAVD 88 (05/16/03)  249.807  (m)          819.58   (f) SUPERSEDED  2 1
 DE7545
 DE7545.Superseded values are not recommended for survey control.
 DE7545
 DE7545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7545.See file dsdata.pdf to determine how the superseded data were derived.
 DE7545
 DE7545_MARKER: DD = SURVEY DISK
 DE7545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7545_STAMPING: 3X59 2001
 DE7545_MARK LOGO: WIDT
 DE7545_PROJECTION: FLUSH
 DE7545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7545+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7545
 DE7545  HISTORY     - Date     Condition        Report By
 DE7545  HISTORY     - 2000     MONUMENTED       WIDT
 DE7545  HISTORY     - 20030630 GOOD             USPSQD
 DE7545  HISTORY     - 20050823 GOOD             WIDT
 DE7545  HISTORY     - 20061001 GOOD             USPSQD
 DE7545
 DE7545                          STATION DESCRIPTION
 DE7545
 DE7545'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7545'THE STATION IS LOCATED ABOUT 19 KM SOUTHEAST OF OSHKOSH AND 18 KM
 DE7545'NORTHWEST OF NEW HOLSTEIN. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7545'TRANSPORTATION.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF US
 DE7545'HIGHWAY 151 WITH STATE HIGHWAY 55 ABOUT 27 KM NORHTEAST OF THE CITY
 DE7545'OF FOND DU LAC, GO SOUTH ON US HIGHWAY 151 FOR 1.3 KM TO WEST
 DE7545'JEFFERSON ROAD, CONTINUE SOUTH ON US HIGHWAY 151 FOR 1.5 KM TO THE
 DE7545'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7545'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7545'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7545'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.3 M EAST OF THE
 DE7545'CENTERLINE OF US HIGHWAY 151, 72.0 M SOUTH OF A WOOD POST FOR A
 DE7545'--RIGHT TURN ARROW-- SIGN, 28.0 M NORTHEAST OF TELEPHONE PEDESTAL
 DE7545'--3945--, 8.7 M NORTH OF A WOOD CORNER FENCE POST, 2.4 M SOUTHWEST OF
 DE7545'A METAL POST FOR A --R/W-- SIGN, AND 1.0 M WEST OF A WHITE PLASTIC
 DE7545'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7545'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7545
 DE7545                          STATION RECOVERY (2003)
 DE7545
 DE7545'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7545'RECOVERED IN GOOD CONDITION.
 DE7545
 DE7545                          STATION RECOVERY (2005)
 DE7545
 DE7545'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7545'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE NORTH OF
 DE7545'COUNTY HIGHWAY H, 0.1 MILE NORTH OF THE DRIVEWAY TO THE PRIVATE
 DE7545'RESIDENCE AT --N2360--, 39.0 M NORTH-NORTHEAST OF A --REDUCE SPEED
 DE7545'AHEAD 35 MPH-- SIGN POST, AND 1.0 M WEST, 1.0 M NORTHEAST, AND 1.0 M
 DE7545'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7545
 DE7545                          STATION RECOVERY (2006)
 DE7545
 DE7545'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7546 ***********************************************************************
 DE7546  DESIGNATION -  3X60
 DE7546  PID         -  DE7546
 DE7546  STATE/COUNTY-  WI/CALUMET
 DE7546  COUNTRY     -  US
 DE7546  USGS QUAD   -  BROTHERTOWN (2018)
 DE7546
 DE7546                         *CURRENT SURVEY CONTROL
 DE7546  ______________________________________________________________________
 DE7546* NAD 83(1986) POSITION- 43 59 29.8    (N) 088 18 31.8    (W)   HD_HELD2
 DE7546* NAVD 88 ORTHO HEIGHT -   261.030 (meters)      856.40  (feet) ADJUSTED
 DE7546  ______________________________________________________________________
 DE7546  GEOID HEIGHT    -        -36.105 (meters)                     GEOID18
 DE7546  DYNAMIC HEIGHT  -        260.980 (meters)      856.23  (feet) COMP
 DE7546  MODELED GRAVITY -    980,420.1   (mgal)                       NAVD 88
 DE7546
 DE7546  VERT ORDER      -  SECOND    CLASS I
 DE7546
 DE7546.The horizontal coordinates were established by autonomous hand held GPS
 DE7546.observations and have an estimated accuracy of +/- 10 meters.
 DE7546
 DE7546.The orthometric height was determined by differential leveling and
 DE7546.adjusted by the WI DEPT OF TRANSP
 DE7546.in May 2012.
 DE7546
 DE7546.No vertical observational check was made to the station.
 DE7546
 DE7546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7546.GEOID18 height accuracy estimate available here.
 DE7546
 DE7546.Click photographs - Photos may exist for this station.
 DE7546
 DE7546.The dynamic height is computed by dividing the NAVD 88
 DE7546.geopotential number by the normal gravity value computed on the
 DE7546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7546.degrees latitude (g = 980.6199 gals.).
 DE7546
 DE7546.The modeled gravity was interpolated from observed gravity values.
 DE7546
 DE7546;                    North         East    Units  Estimated Accuracy
 DE7546;SPC WI S     -   222,631.      735,650.      MT  (+/- 10 meters HH2 GPS)
 DE7546
 DE7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9505071773(NAD 83)
 DE7546
 DE7546                          SUPERSEDED SURVEY CONTROL
 DE7546
 DE7546  NAVD 88 (04/20/07)  260.994  (m)          856.28   (f) SUPERSEDED  2 1
 DE7546  NAVD 88 (05/16/03)  261.006  (m)          856.32   (f) SUPERSEDED  2 1
 DE7546
 DE7546.Superseded values are not recommended for survey control.
 DE7546
 DE7546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7546.See file dsdata.pdf to determine how the superseded data were derived.
 DE7546
 DE7546_MARKER: DD = SURVEY DISK
 DE7546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7546_STAMPING: 3X60 2001
 DE7546_MARK LOGO: WIDT
 DE7546_PROJECTION: FLUSH
 DE7546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7546+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7546
 DE7546  HISTORY     - Date     Condition        Report By
 DE7546  HISTORY     - 2000     MONUMENTED       WIDT
 DE7546  HISTORY     - 20030630 GOOD             USPSQD
 DE7546  HISTORY     - 20050823 GOOD             WIDT
 DE7546  HISTORY     - 20061001 GOOD             USPSQD
 DE7546
 DE7546                          STATION DESCRIPTION
 DE7546
 DE7546'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7546'THE STATION IS LOCATED ABOUT 21 KM EAST OF OSHKOSH AND 11 KM
 DE7546'SOUTHWEST OF CHILTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7546'TRANSPORTATION.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF US
 DE7546'HIGHWAY 151 AND STATE HIGHWAY 55 ABOUT 27 KM NORTHEAST OF THE CITY OF
 DE7546'FOND DU LAC, GO SOUTH ON US HIGHWAY 151 FOR 0.9 KM TO THE STATION ON
 DE7546'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7546'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7546'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7546'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.7 M WEST OF THE
 DE7546'CENTERLINE OF US HIGHWAY 151, 48 M NORTH OF A FIELD ENTRANCE, 30.0 M
 DE7546'SOUTH OF A WOOD POST FOR A --CURVE TO THE LEFT-- CAUTION SIGN, 23.3 M
 DE7546'SOUTHWEST OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN, 3 M EAST OF
 DE7546'A CULTIVATED FIELD, AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7546'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7546'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7546
 DE7546                          STATION RECOVERY (2003)
 DE7546
 DE7546'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7546'RECOVERED IN GOOD CONDITION.
 DE7546
 DE7546                          STATION RECOVERY (2005)
 DE7546
 DE7546'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7546'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.25 MILE NORTH OF
 DE7546'WEST JEFFERSON ROAD, 28.0 M NORTH OF A --NEIGHBORHOOD CRIME WATCH--
 DE7546'SIGN POST, AND 0.5 M EAST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE WHITE
 DE7546'PLASTIC WITNESS POSTS.
 DE7546
 DE7546                          STATION RECOVERY (2006)
 DE7546
 DE7546'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7527 ***********************************************************************
 DE7527  DESIGNATION -  3X61
 DE7527  PID         -  DE7527
 DE7527  STATE/COUNTY-  WI/FOND DU LAC
 DE7527  COUNTRY     -  US
 DE7527  USGS QUAD   -  DUNDEE (2018)
 DE7527
 DE7527                         *CURRENT SURVEY CONTROL
 DE7527  ______________________________________________________________________
 DE7527* NAD 83(1986) POSITION- 43 39 14.2    (N) 088 14 28.4    (W)   HD_HELD2
 DE7527* NAVD 88 ORTHO HEIGHT -   314.692 (meters)     1032.45  (feet) ADJUSTED
 DE7527  ______________________________________________________________________
 DE7527  GEOID HEIGHT    -        -35.392 (meters)                     GEOID18
 DE7527  DYNAMIC HEIGHT  -        314.622 (meters)     1032.22  (feet) COMP
 DE7527  MODELED GRAVITY -    980,389.8   (mgal)                       NAVD 88
 DE7527
 DE7527  VERT ORDER      -  SECOND    CLASS I
 DE7527
 DE7527.The horizontal coordinates were established by autonomous hand held GPS
 DE7527.observations and have an estimated accuracy of +/- 10 meters.
 DE7527
 DE7527.The orthometric height was determined by differential leveling and
 DE7527.adjusted by the WI DEPT OF TRANSP
 DE7527.in May 2012.
 DE7527
 DE7527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7527.GEOID18 height accuracy estimate available here.
 DE7527
 DE7527.Click photographs - Photos may exist for this station.
 DE7527
 DE7527.The dynamic height is computed by dividing the NAVD 88
 DE7527.geopotential number by the normal gravity value computed on the
 DE7527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7527.degrees latitude (g = 980.6199 gals.).
 DE7527
 DE7527.The modeled gravity was interpolated from observed gravity values.
 DE7527
 DE7527;                    North         East    Units  Estimated Accuracy
 DE7527;SPC WI S     -   185,235.      741,863.      MT  (+/- 10 meters HH2 GPS)
 DE7527
 DE7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9990934186(NAD 83)
 DE7527
 DE7527                          SUPERSEDED SURVEY CONTROL
 DE7527
 DE7527  NAVD 88 (04/20/07)  314.662  (m)         1032.35   (f) SUPERSEDED  2 1
 DE7527  NAVD 88 (05/16/03)  314.648  (m)         1032.31   (f) SUPERSEDED  2 1
 DE7527
 DE7527.Superseded values are not recommended for survey control.
 DE7527
 DE7527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7527.See file dsdata.pdf to determine how the superseded data were derived.
 DE7527
 DE7527_MARKER: DD = SURVEY DISK
 DE7527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7527_STAMPING: 3X61 2001
 DE7527_MARK LOGO: WIDT
 DE7527_PROJECTION: FLUSH
 DE7527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7527+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DE7527
 DE7527  HISTORY     - Date     Condition        Report By
 DE7527  HISTORY     - 2000     MONUMENTED       WIDT
 DE7527  HISTORY     - 20030708 GOOD             USPSQD
 DE7527  HISTORY     - 20050517 GOOD             WIDT
 DE7527  HISTORY     - 20061004 GOOD             USPSQD
 DE7527
 DE7527                          STATION DESCRIPTION
 DE7527
 DE7527'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7527'THE STATION IS LOCATED ABOUT 21 KM SOUTHEAST OF FOND DU LAC AND 7 KM
 DE7527'NORTHEAST OF CAMPBELLSPORT.  OWNERSHIP--FOND DU LAC COUNTY. TO REACH
 DE7527'THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 67
 DE7527'ABOUT 4 KM NORTHEAST OF THE VILLAGE OF CAMPBELLSPORT, GO NORTH ON US
 DE7527'HIGHWAY 45 FOR 4.0 KM TO COUNTY HIGHWAY F ON THE RIGHT, TURN RIGHT
 DE7527'AND GO EAST ON COUNTY HIGHWAY F FOR 1.5 KM TO THE STATION ON THE
 DE7527'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7527'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7527'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7527'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.0 M SOUTHEAST OF
 DE7527'THE CENTERLINE OF COUNTY HIGHWAY F, 136 M SOUTHWEST OF THE CENTERLINE
 DE7527'OF PRIVATE ENTRANCE --1670--, 55.3 M SOUTH OF POWER POLE --14-19-29
 DE7527'50/34--, 37.9 M NORTHEAST OF TELEPHONE PEDESTAL --1103--, 27.3 M EAST
 DE7527'OF POWER POLE --14-19-29 48/33--, 2 M NORTHWEST OF A CULTIVATED
 DE7527'FIELD, AND 0.5 M NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DE7527'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7527'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7527
 DE7527                          STATION RECOVERY (2003)
 DE7527
 DE7527'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7527'RECOVERED IN GOOD CONDITION.  NOTE- THE STATION IS DIRECTLY ACROSS THE
 DE7527'ROAD FROM A --CURVE AHEAD 40 MPH-- SIGN.
 DE7527
 DE7527                          STATION RECOVERY (2005)
 DE7527
 DE7527'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7527'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M NORTHWEST, 1
 DE7527'M SOUTHWEST, AND 1 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7527'NOTE-- THE STATION IS 0.9 MILE EAST OF US HIGHWAY 45 ON COUNTY HIGHWAY
 DE7527'F.
 DE7527
 DE7527                          STATION RECOVERY (2006)
 DE7527
 DE7527'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7526 ***********************************************************************
 DE7526  DESIGNATION -  3X62
 DE7526  PID         -  DE7526
 DE7526  STATE/COUNTY-  WI/FOND DU LAC
 DE7526  COUNTRY     -  US
 DE7526  USGS QUAD   -  DUNDEE (2018)
 DE7526
 DE7526                         *CURRENT SURVEY CONTROL
 DE7526  ______________________________________________________________________
 DE7526* NAD 83(1986) POSITION- 43 39 25.0    (N) 088 13 04.3    (W)   HD_HELD2
 DE7526* NAVD 88 ORTHO HEIGHT -   316.650 (meters)     1038.88  (feet) ADJUSTED
 DE7526  ______________________________________________________________________
 DE7526  GEOID HEIGHT    -        -35.394 (meters)                     GEOID18
 DE7526  DYNAMIC HEIGHT  -        316.580 (meters)     1038.65  (feet) COMP
 DE7526  MODELED GRAVITY -    980,389.7   (mgal)                       NAVD 88
 DE7526
 DE7526  VERT ORDER      -  SECOND    CLASS I
 DE7526
 DE7526.The horizontal coordinates were established by autonomous hand held GPS
 DE7526.observations and have an estimated accuracy of +/- 10 meters.
 DE7526
 DE7526.The orthometric height was determined by differential leveling and
 DE7526.adjusted by the WI DEPT OF TRANSP
 DE7526.in May 2012.
 DE7526
 DE7526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7526.GEOID18 height accuracy estimate available here.
 DE7526
 DE7526.Click photographs - Photos may exist for this station.
 DE7526
 DE7526.The dynamic height is computed by dividing the NAVD 88
 DE7526.geopotential number by the normal gravity value computed on the
 DE7526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7526.degrees latitude (g = 980.6199 gals.).
 DE7526
 DE7526.The modeled gravity was interpolated from observed gravity values.
 DE7526
 DE7526;                    North         East    Units  Estimated Accuracy
 DE7526;SPC WI S     -   185,608.      743,740.      MT  (+/- 10 meters HH2 GPS)
 DE7526
 DE7526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0179734492(NAD 83)
 DE7526
 DE7526                          SUPERSEDED SURVEY CONTROL
 DE7526
 DE7526  NAVD 88 (04/20/07)  316.620  (m)         1038.78   (f) SUPERSEDED  2 1
 DE7526  NAVD 88 (05/16/03)  316.607  (m)         1038.73   (f) SUPERSEDED  2 1
 DE7526
 DE7526.Superseded values are not recommended for survey control.
 DE7526
 DE7526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7526.See file dsdata.pdf to determine how the superseded data were derived.
 DE7526
 DE7526_MARKER: DD = SURVEY DISK
 DE7526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7526_STAMPING: 3X62 2001
 DE7526_MARK LOGO: WIDT
 DE7526_PROJECTION: FLUSH
 DE7526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7526+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DE7526
 DE7526  HISTORY     - Date     Condition        Report By
 DE7526  HISTORY     - 2000     MONUMENTED       WIDT
 DE7526  HISTORY     - 20030708 GOOD             USPSQD
 DE7526  HISTORY     - 20050504 GOOD             WIDT
 DE7526  HISTORY     - 20061004 GOOD             USPSQD
 DE7526
 DE7526                          STATION DESCRIPTION
 DE7526
 DE7526'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7526'THE STATION IS LOCATED ABOUT 22 KM SOUTHEAST OF FOND DU LAC AND 8 KM
 DE7526'NORTHEAST OF CAMPBELLSPORT.  OWNERSHIP--FOND DU LAC COUNTY. TO REACH
 DE7526'THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 67
 DE7526'ABOUT 4 KM NORTHEAST OF THE VILLAGE OF CAMPBELLSPORT, GO NORTH ON US
 DE7526'HIGHWAY 45 FOR 4.0 KM TO COUNTY HIGHWAY F ON THE RIGHT, TURN RIGHT
 DE7526'AND GO EAST ON COUNTY HIGHWAY F FOR 3.4 KM TO FLORAL PARK LANE ON THE
 DE7526'RIGHT, CONTINUE EAST ON COUNTY HIGHWAY F FOR 0.3 KM TO THE STATION ON
 DE7526'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7526'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7526'A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.5 M ABOVE THE HIGHWAY
 DE7526'PAVEMENT.  THE STATION IS 9.2 M EAST OF THE CENTERLINE OF COUNTY
 DE7526'HIGHWAY F, 140 M NORTHEAST OF THE CENTERLINE OF PRIVATE ENTRANCE
 DE7526'--W1266--, 44.7 M SOUTH OF A WOOD POST FOR A --40 MPH-- SIGN, 18.8 M
 DE7526'EAST OF POWER POLE --14-19-27.1 10/33--, AND 0.8 M NORTHWEST OF A
 DE7526'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7526'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7526'EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING TO 21 DEGREES.
 DE7526
 DE7526                          STATION RECOVERY (2003)
 DE7526
 DE7526'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7526'RECOVERED IN GOOD CONDITION.  NOTE- THE 40 MPH SIGN IS A --CURVE AHEAD
 DE7526'40 MPH-- SIGN.
 DE7526
 DE7526                          STATION RECOVERY (2005)
 DE7526
 DE7526'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7526'RECOVERED IN GOOD CONDITION.  AN ADITIONAL TO REACH FOLLOWS-- FROM THE
 DE7526'INTERSECTION OF US HIGHWAY 45 WITH COUNTY HIGHWAY F, GO EASTERLY 1.5
 DE7526'MILES ON COUNTY HIGHWAY F TO WOODLAND DRIVE.  CONTINUE EASTERLY FOR
 DE7526'0.8 MILE ON COUNTY HIGHWAY F TO THE STATION ON THE RIGHT.  ADD-- THE
 DE7526'STATION IS 16 CM ABOVE GROUND LEVEL.
 DE7526
 DE7526                          STATION RECOVERY (2006)
 DE7526
 DE7526'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7525 ***********************************************************************
 DE7525  DESIGNATION -  3X63
 DE7525  PID         -  DE7525
 DE7525  STATE/COUNTY-  WI/FOND DU LAC
 DE7525  COUNTRY     -  US
 DE7525  USGS QUAD   -  DUNDEE (2018)
 DE7525
 DE7525                         *CURRENT SURVEY CONTROL
 DE7525  ______________________________________________________________________
 DE7525* NAD 83(1986) POSITION- 43 40 53.3    (N) 088 11 59.9    (W)   HD_HELD2
 DE7525* NAVD 88 ORTHO HEIGHT -   335.663 (meters)     1101.25  (feet) ADJUSTED
 DE7525  ______________________________________________________________________
 DE7525  GEOID HEIGHT    -        -35.443 (meters)                     GEOID18
 DE7525  DYNAMIC HEIGHT  -        335.590 (meters)     1101.01  (feet) COMP
 DE7525  MODELED GRAVITY -    980,391.1   (mgal)                       NAVD 88
 DE7525
 DE7525  VERT ORDER      -  SECOND    CLASS I
 DE7525
 DE7525.The horizontal coordinates were established by autonomous hand held GPS
 DE7525.observations and have an estimated accuracy of +/- 10 meters.
 DE7525
 DE7525.The orthometric height was determined by differential leveling and
 DE7525.adjusted by the WI DEPT OF TRANSP
 DE7525.in May 2012.
 DE7525
 DE7525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7525.GEOID18 height accuracy estimate available here.
 DE7525
 DE7525.Click photographs - Photos may exist for this station.
 DE7525
 DE7525.The dynamic height is computed by dividing the NAVD 88
 DE7525.geopotential number by the normal gravity value computed on the
 DE7525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7525.degrees latitude (g = 980.6199 gals.).
 DE7525
 DE7525.The modeled gravity was interpolated from observed gravity values.
 DE7525
 DE7525;                    North         East    Units  Estimated Accuracy
 DE7525;SPC WI S     -   188,363.      745,124.      MT  (+/- 10 meters HH2 GPS)
 DE7525
 DE7525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0327937195(NAD 83)
 DE7525
 DE7525                          SUPERSEDED SURVEY CONTROL
 DE7525
 DE7525  NAVD 88 (04/20/07)  335.632  (m)         1101.15   (f) SUPERSEDED  2 1
 DE7525  NAVD 88 (05/16/03)  335.622  (m)         1101.12   (f) SUPERSEDED  2 1
 DE7525
 DE7525.Superseded values are not recommended for survey control.
 DE7525
 DE7525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7525.See file dsdata.pdf to determine how the superseded data were derived.
 DE7525
 DE7525_MARKER: DD = SURVEY DISK
 DE7525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7525_STAMPING: 3X63 2001
 DE7525_MARK LOGO: WIDT
 DE7525_PROJECTION: FLUSH
 DE7525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7525+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DE7525
 DE7525  HISTORY     - Date     Condition        Report By
 DE7525  HISTORY     - 2000     MONUMENTED       WIDT
 DE7525  HISTORY     - 20030708 GOOD             USPSQD
 DE7525  HISTORY     - 20050907 GOOD             WIDT
 DE7525  HISTORY     - 20061004 GOOD             USPSQD
 DE7525
 DE7525                          STATION DESCRIPTION
 DE7525
 DE7525'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7525'THE STATION IS LOCATED ABOUT 22 KM SOUTHEAST OF FOND DU LAC AND 11 KM
 DE7525'NORTHEAST OF CAMPBELLSPORT.  OWNERSHIP--TOWN OF OSCEOLA. TO REACH THE
 DE7525'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY G
 DE7525'ABOUT 22 KM EAST OF THE CITY OF FOND DU LAC, GO SOUTH ON COUNTY
 DE7525'HIGHWAY G FOR 4.5 KM TO COUNTY HIGHWAY T ON THE RIGHT, TURN RIGHT AND
 DE7525'GO WEST ON COUNTY HIGHWAY T FOR 1.9 KM TO HACKBARTH ROAD ON THE LEFT,
 DE7525'TURN LEFT AND GO SOUTH, THEN EAST ON HACKBARTH ROAD FOR 1.0 KM TO
 DE7525'CHURCH ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON CHURCH ROAD FOR
 DE7525'2.1 KM TO COUNTY HIGHWAY B, TURN RIGHT AND GO SOUTHWEST ON COUNTY
 DE7525'HIGHWAY B FOR 0.5 KM TO VISTA DRIVE ON THE LEFT, TURN LEFT AND GO
 DE7525'SOUTH ON VISTA DRIVE FOR 2.6 KM TO LAKEVIEW ROAD AND THE STATION ON
 DE7525'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7525'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7525'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7525'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.4 M EAST OF THE
 DE7525'CENTERLINE OF LAKEVIEW ROAD, 57 M EAST OF THE CENTERLINE OF VISTA
 DE7525'DRIVE, 26.4 M NORTHEAST OF POWER POLE --14-19-14 1/26--, 19.5 M
 DE7525'NORTHWEST OF POWER POLE --14-19-14 2/26--, AND 0.8 M SOUTH OF A WHITE
 DE7525'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7525'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7525'EXCEPT FOR POWERLINES TO THE SOUTH EXTENDING TO 20 DEGREES.
 DE7525
 DE7525                          STATION RECOVERY (2003)
 DE7525
 DE7525'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7525'RECOVERED IN GOOD CONDITION.  NOTE- THE STATION IS 7.4 M NORTH OF THE
 DE7525'CENTERLINE OF LAKEVIEW ROAD, NOT EAST.
 DE7525
 DE7525                          STATION RECOVERY (2005)
 DE7525
 DE7525'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7525'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 7.0 M NORTH (NOT
 DE7525'EAST) OF THE CENTERLINE OF LAKEVIEW ROAD AND THE POWER POLES HAVE BEEN
 DE7525'REPLACED.
 DE7525'ADD-- THE STATION IS 39.5 M NORTHWEST OF POWER POLE --14-19-14 2/26--,
 DE7525'26.4 M WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W880--,
 DE7525'15.5 M NORTH-NORTHEAST OF POWER POLE --14-19-14 1/26--, AND 0.8 M
 DE7525'SOUTH, 0.9 M WEST, AND 0.9 M EAST OF THREE WHITE PLASTIC WITNESS
 DE7525'POSTS.
 DE7525
 DE7525                          STATION RECOVERY (2006)
 DE7525
 DE7525'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7524 ***********************************************************************
 DE7524  DESIGNATION -  3X64
 DE7524  PID         -  DE7524
 DE7524  STATE/COUNTY-  WI/FOND DU LAC
 DE7524  COUNTRY     -  US
 DE7524  USGS QUAD   -  DUNDEE (2018)
 DE7524
 DE7524                         *CURRENT SURVEY CONTROL
 DE7524  ______________________________________________________________________
 DE7524* NAD 83(1986) POSITION- 43 42 01.4    (N) 088 12 02.5    (W)   HD_HELD2
 DE7524* NAVD 88 ORTHO HEIGHT -   329.836 (meters)     1082.14  (feet) ADJUSTED
 DE7524  ______________________________________________________________________
 DE7524  GEOID HEIGHT    -        -35.485 (meters)                     GEOID18
 DE7524  DYNAMIC HEIGHT  -        329.764 (meters)     1081.90  (feet) COMP
 DE7524  MODELED GRAVITY -    980,392.4   (mgal)                       NAVD 88
 DE7524
 DE7524  VERT ORDER      -  SECOND    CLASS I
 DE7524
 DE7524.The horizontal coordinates were established by autonomous hand held GPS
 DE7524.observations and have an estimated accuracy of +/- 10 meters.
 DE7524
 DE7524.The orthometric height was determined by differential leveling and
 DE7524.adjusted by the WI DEPT OF TRANSP
 DE7524.in May 2012.
 DE7524
 DE7524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7524.GEOID18 height accuracy estimate available here.
 DE7524
 DE7524.Click photographs - Photos may exist for this station.
 DE7524
 DE7524.The dynamic height is computed by dividing the NAVD 88
 DE7524.geopotential number by the normal gravity value computed on the
 DE7524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7524.degrees latitude (g = 980.6199 gals.).
 DE7524
 DE7524.The modeled gravity was interpolated from observed gravity values.
 DE7524
 DE7524;                    North         East    Units  Estimated Accuracy
 DE7524;SPC WI S     -   190,463.      745,021.      MT  (+/- 10 meters HH2 GPS)
 DE7524
 DE7524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0325139296(NAD 83)
 DE7524
 DE7524                          SUPERSEDED SURVEY CONTROL
 DE7524
 DE7524  NAVD 88 (04/20/07)  329.804  (m)         1082.03   (f) SUPERSEDED  2 1
 DE7524  NAVD 88 (05/16/03)  329.795  (m)         1082.00   (f) SUPERSEDED  2 1
 DE7524
 DE7524.Superseded values are not recommended for survey control.
 DE7524
 DE7524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7524.See file dsdata.pdf to determine how the superseded data were derived.
 DE7524
 DE7524_MARKER: DD = SURVEY DISK
 DE7524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7524_STAMPING: 3X64 2001
 DE7524_MARK LOGO: WIDT
 DE7524_PROJECTION: FLUSH
 DE7524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7524+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DE7524
 DE7524  HISTORY     - Date     Condition        Report By
 DE7524  HISTORY     - 2000     MONUMENTED       WIDT
 DE7524  HISTORY     - 20030708 GOOD             USPSQD
 DE7524  HISTORY     - 20050907 GOOD             WIDT
 DE7524  HISTORY     - 20061004 GOOD             USPSQD
 DE7524
 DE7524                          STATION DESCRIPTION
 DE7524
 DE7524'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7524'THE STATION IS LOCATED ABOUT 21 KM SOUTHEAST OF FOND DU LAC AND 13 KM
 DE7524'NORTHEAST OF CAMPBELLSPORT.  OWNERSHIP--TOWN OF OSCEOLA. TO REACH THE
 DE7524'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY G
 DE7524'ABOUT 22 KM EAST OF THE CITY OF FOND DU LAC, GO SOUTH ON COUNTY
 DE7524'HIGHWAY G FOR 4.5 KM TO COUNTY HIGHWAY T ON THE RIGHT, TURN RIGHT AND
 DE7524'GO WEST ON COUNTY HIGHWAY T FOR 1.9 KM TO HACKBARTH ROAD ON THE LEFT,
 DE7524'TURN LEFT AND GO SOUTH, THEN EAST ON HACKBARTH ROAD FOR 1.0 KM TO
 DE7524'CHURCH ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON CHURCH ROAD FOR
 DE7524'2.1 KM TO COUNTY HIGHWAY B, TURN RIGHT AND GO SOUTHWEST ON COUNTY
 DE7524'HIGHWAY B FOR 0.5 KM TO VISTA DRIVE ON THE LEFT, TURN LEFT AND GO
 DE7524'SOUTH ON VISTA DRIVE FOR 0.5 KM TO THE STATION ON THE LEFT.  THE
 DE7524'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7524'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7524'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD
 DE7524'PAVEMENT.  THE STATION IS 9.1 M EAST OF THE CENTERLINE OF VISTA
 DE7524'DRIVE, 36 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DE7524'--N4414--, 27.8 M NORTHEAST OF TELEPHONE PEDESTAL --18 87--, 21.2 M
 DE7524'NORTH OF TELEPHONE PEDESTAL --14 94--, 2 M WEST OF A CULTIVATED FIELD
 DE7524'AND 0.8 M EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DE7524'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7524'ABOVE THE HORIZON.
 DE7524
 DE7524                          STATION RECOVERY (2003)
 DE7524
 DE7524'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7524'RECOVERED IN GOOD CONDITION.  NOTE- THE STATION IS 36 M NORTH OF THE
 DE7524'EXTENDED CENTERLINE OF PRIVATE ENTRANCE -N4414-, NOT SOUTH.
 DE7524
 DE7524                          STATION RECOVERY (2005)
 DE7524
 DE7524'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7524'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 36 M NORTH (NOT
 DE7524'SOUTH) OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N4414--, 21.2
 DE7524'M SOUTH (NOT NORTH) OF TELEPHONE PEDESTAL --1494--, AND 0.8 M WEST
 DE7524'(NOT EAST), 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE
 DE7524'PLASTIC WITNESS POSTS.
 DE7524
 DE7524                          STATION RECOVERY (2006)
 DE7524
 DE7524'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7523 ***********************************************************************
 DE7523  DESIGNATION -  3X65
 DE7523  PID         -  DE7523
 DE7523  STATE/COUNTY-  WI/FOND DU LAC
 DE7523  COUNTRY     -  US
 DE7523  USGS QUAD   -  DUNDEE (2018)
 DE7523
 DE7523                         *CURRENT SURVEY CONTROL
 DE7523  ______________________________________________________________________
 DE7523* NAD 83(1986) POSITION- 43 43 01.7    (N) 088 11 45.2    (W)   HD_HELD2
 DE7523* NAVD 88 ORTHO HEIGHT -   318.925 (meters)     1046.34  (feet) ADJUSTED
 DE7523  ______________________________________________________________________
 DE7523  GEOID HEIGHT    -        -35.520 (meters)                     GEOID18
 DE7523  DYNAMIC HEIGHT  -        318.855 (meters)     1046.11  (feet) COMP
 DE7523  MODELED GRAVITY -    980,393.8   (mgal)                       NAVD 88
 DE7523
 DE7523  VERT ORDER      -  SECOND    CLASS I
 DE7523
 DE7523.The horizontal coordinates were established by autonomous hand held GPS
 DE7523.observations and have an estimated accuracy of +/- 10 meters.
 DE7523
 DE7523.The orthometric height was determined by differential leveling and
 DE7523.adjusted by the WI DEPT OF TRANSP
 DE7523.in May 2012.
 DE7523
 DE7523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7523.GEOID18 height accuracy estimate available here.
 DE7523
 DE7523.Click photographs - Photos may exist for this station.
 DE7523
 DE7523.The dynamic height is computed by dividing the NAVD 88
 DE7523.geopotential number by the normal gravity value computed on the
 DE7523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7523.degrees latitude (g = 980.6199 gals.).
 DE7523
 DE7523.The modeled gravity was interpolated from observed gravity values.
 DE7523
 DE7523;                    North         East    Units  Estimated Accuracy
 DE7523;SPC WI S     -   192,332.      745,368.      MT  (+/- 10 meters HH2 GPS)
 DE7523
 DE7523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0366641151(NAD 83)
 DE7523
 DE7523                          SUPERSEDED SURVEY CONTROL
 DE7523
 DE7523  NAVD 88 (04/20/07)  318.893  (m)         1046.23   (f) SUPERSEDED  2 1
 DE7523  NAVD 88 (05/16/03)  318.885  (m)         1046.21   (f) SUPERSEDED  2 1
 DE7523
 DE7523.Superseded values are not recommended for survey control.
 DE7523
 DE7523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7523.See file dsdata.pdf to determine how the superseded data were derived.
 DE7523
 DE7523_MARKER: DD = SURVEY DISK
 DE7523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7523_STAMPING: 3X65 2001
 DE7523_MARK LOGO: WIDT
 DE7523_PROJECTION: FLUSH
 DE7523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7523+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 DE7523
 DE7523  HISTORY     - Date     Condition        Report By
 DE7523  HISTORY     - 2000     MONUMENTED       WIDT
 DE7523  HISTORY     - 20030708 GOOD             USPSQD
 DE7523  HISTORY     - 20050907 GOOD             WIDT
 DE7523  HISTORY     - 20060923 GOOD             USPSQD
 DE7523
 DE7523                          STATION DESCRIPTION
 DE7523
 DE7523'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7523'THE STATION IS LOCATED ABOUT 21 KM EAST-SOUTHEAST OF FOND DU LAC AND
 DE7523'15 KM NORTHEAST OF CAMPBELLSPORT.  OWNERSHIP--TOWN OF OSCEOLA.    TO
 DE7523'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY
 DE7523'HIGHWAY G ABOUT 22 KM EAST OF THE CITY OF FOND DU LAC, GO SOUTH ON
 DE7523'COUNTY HIGHWAY G FOR 4.5 KM TO COUNTY HIGHWAY T ON THE RIGHT, TURN
 DE7523'RIGHT AND GO WEST ON COUNTY HIGHWAY T FOR 1.9 KM TO HACKBARTH ROAD ON
 DE7523'THE LEFT, TURN LEFT AND GO SOUTH, THEN EAST ON HACKBARTH ROAD FOR 1.0
 DE7523'KM TO CHURCH ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON CHURCH
 DE7523'ROAD FOR 1.0 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DE7523'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7523'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7523'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DE7523'IS 4.9 M WEST OF THE CENTERLINE OF CHURCH ROAD, 52.0 M NORTHWEST OF
 DE7523'POWER POLE --14-19-2 13/49, 18.8 M SOUTHWEST OF POWER POLE --14-19-2
 DE7523'13/51, 2 M EAST OF A CULTIVATED FIELD, AND 0.7 M EAST OF A WHITE
 DE7523'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7523'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7523'EXCEPT FOR POWERLINES TO THE EAST EXTENDING TO 30 DEGREES.
 DE7523
 DE7523                          STATION RECOVERY (2003)
 DE7523
 DE7523'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7523'RECOVERED IN GOOD CONDITION.  NOTE- NO WITNESS POST FOUND.
 DE7523
 DE7523                          STATION RECOVERY (2005)
 DE7523
 DE7523'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7523'RECOVERED IN GOOD CONDITION.  NOTE-- THERE ARE RECENT GOUGES ACROSS
 DE7523'THE TOP OF THE CONCRETE POST AND RECENT CHIPS OUT OF THE WESTERN EDGE.
 DE7523'THE DISK HAS BEEN SCRAPED.  ADD-- THE STATION IS 0.6 MILE NORTH OF
 DE7523'COUNTY HIGHWAY B, 0.45 MILE NORTH OF ARMSTRONG ROAD, 71.0 M
 DE7523'SOUTH-SOUTHWEST OF A --LEFT CURVE ARROW-- SIGN POST, AND 0.7 M EAST,
 DE7523'1.0 M NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7523
 DE7523                          STATION RECOVERY (2006)
 DE7523
 DE7523'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7522 ***********************************************************************
 DE7522  DESIGNATION -  3X66
 DE7522  PID         -  DE7522
 DE7522  STATE/COUNTY-  WI/FOND DU LAC
 DE7522  COUNTRY     -  US
 DE7522  USGS QUAD   -  DUNDEE (2018)
 DE7522
 DE7522                         *CURRENT SURVEY CONTROL
 DE7522  ______________________________________________________________________
 DE7522* NAD 83(1986) POSITION- 43 44 25.3    (N) 088 10 13.2    (W)   HD_HELD2
 DE7522* NAVD 88 ORTHO HEIGHT -   316.340 (meters)     1037.86  (feet) ADJUSTED
 DE7522  ______________________________________________________________________
 DE7522  GEOID HEIGHT    -        -35.561 (meters)                     GEOID18
 DE7522  DYNAMIC HEIGHT  -        316.273 (meters)     1037.64  (feet) COMP
 DE7522  MODELED GRAVITY -    980,396.2   (mgal)                       NAVD 88
 DE7522
 DE7522  VERT ORDER      -  SECOND    CLASS I
 DE7522
 DE7522.The horizontal coordinates were established by autonomous hand held GPS
 DE7522.observations and have an estimated accuracy of +/- 10 meters.
 DE7522
 DE7522.The orthometric height was determined by differential leveling and
 DE7522.adjusted by the WI DEPT OF TRANSP
 DE7522.in May 2012.
 DE7522
 DE7522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7522.GEOID18 height accuracy estimate available here.
 DE7522
 DE7522.Click photographs - Photos may exist for this station.
 DE7522
 DE7522.The dynamic height is computed by dividing the NAVD 88
 DE7522.geopotential number by the normal gravity value computed on the
 DE7522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7522.degrees latitude (g = 980.6199 gals.).
 DE7522
 DE7522.The modeled gravity was interpolated from observed gravity values.
 DE7522
 DE7522;                    North         East    Units  Estimated Accuracy
 DE7522;SPC WI S     -   194,956.      747,370.      MT  (+/- 10 meters HH2 GPS)
 DE7522
 DE7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0576143701(NAD 83)
 DE7522
 DE7522                          SUPERSEDED SURVEY CONTROL
 DE7522
 DE7522  NAVD 88 (04/20/07)  316.308  (m)         1037.75   (f) SUPERSEDED  2 1
 DE7522  NAVD 88 (05/16/03)  316.302  (m)         1037.73   (f) SUPERSEDED  2 1
 DE7522
 DE7522.Superseded values are not recommended for survey control.
 DE7522
 DE7522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7522.See file dsdata.pdf to determine how the superseded data were derived.
 DE7522
 DE7522_MARKER: DD = SURVEY DISK
 DE7522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7522_STAMPING: 3X66 2001
 DE7522_MARK LOGO: WIDT
 DE7522_PROJECTION: FLUSH
 DE7522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7522+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DE7522
 DE7522  HISTORY     - Date     Condition        Report By
 DE7522  HISTORY     - 2000     MONUMENTED       WIDT
 DE7522  HISTORY     - 20030708 GOOD             USPSQD
 DE7522  HISTORY     - 20050907 GOOD             WIDT
 DE7522  HISTORY     - 20061004 GOOD             USPSQD
 DE7522
 DE7522                          STATION DESCRIPTION
 DE7522
 DE7522'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7522'THE STATION IS LOCATED ABOUT 23 KM EAST-SOUTHEAST OF FOND DU LAC, 16
 DE7522'KM WEST OF PLYMOUTH AND 16 KM NORTHEAST OF EDEN. OWNERSHIP--TOWN OF
 DE7522'FOREST.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23
 DE7522'WITH COUNTY HIGHWAY G ABOUT 22 KM EAST OF THE CITY OF FOND DU LAC, GO
 DE7522'SOUTH ON COUNTY HIGHWAY G FOR 3.4 KM TO THE STATION ON THE LEFT.  THE
 DE7522'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7522'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7522'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DE7522'HIGHWAY PAVEMENT.  THE STATION IS 12.2 M EAST OF THE CENTERLINE OF
 DE7522'COUNTY HIGHWAY G, 44.7 M NORTHEAST OF A WOOD POST FOR A --SPEED LIMIT
 DE7522'35-- SIGN, 43.7 M NORTH OF A POWER POLE --15-19-25 26/29--, 29.7 M
 DE7522'SOUTHEAST OF THE EASTERN WOOD POST FOR A --WESTWARD HO CAMP RESORT--
 DE7522'SIGN, 1 M WEST OF A CULTIVATED FIELD AND 0.5 M WEST OF A WHITE
 DE7522'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7522'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7522'EXCEPT FOR POWERLINES TO THE SOUTH AND WEST EXTENDING TO 20 DEGREES.
 DE7522
 DE7522                          STATION RECOVERY (2003)
 DE7522
 DE7522'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7522'RECOVERED IN GOOD CONDITION.  NOTE- NO WITNESS POST FOUND.
 DE7522
 DE7522                          STATION RECOVERY (2005)
 DE7522
 DE7522'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7522'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE NORTH OF
 DE7522'COUNTY HIGHWAY T (EAST), 65 M NORTH OF THE CENTERLINE OF THE ENTRANCE
 DE7522'TO --KETTLE MORAINE SUBSTATION-- AT --N5523--, 40.1 M NORTH OF A
 DE7522'--SPEED LIMIT 55-- SIGN POST, AND 0.5 M WEST, 1.0 M NORTHEAST, AND 1.0
 DE7522'M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7522
 DE7522                          STATION RECOVERY (2006)
 DE7522
 DE7522'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7521 ***********************************************************************
 DE7521  DESIGNATION -  3X67
 DE7521  PID         -  DE7521
 DE7521  STATE/COUNTY-  WI/FOND DU LAC
 DE7521  COUNTRY     -  US
 DE7521  USGS QUAD   -  SAINT CLOUD (2018)
 DE7521
 DE7521                         *CURRENT SURVEY CONTROL
 DE7521  ______________________________________________________________________
 DE7521* NAD 83(1986) POSITION- 43 45 22.7    (N) 088 10 15.9    (W)   HD_HELD2
 DE7521* NAVD 88 ORTHO HEIGHT -   312.122 (meters)     1024.02  (feet) ADJUSTED
 DE7521  ______________________________________________________________________
 DE7521  GEOID HEIGHT    -        -35.597 (meters)                     GEOID18
 DE7521  DYNAMIC HEIGHT  -        312.056 (meters)     1023.80  (feet) COMP
 DE7521  MODELED GRAVITY -    980,397.4   (mgal)                       NAVD 88
 DE7521
 DE7521  VERT ORDER      -  SECOND    CLASS I
 DE7521
 DE7521.The horizontal coordinates were established by autonomous hand held GPS
 DE7521.observations and have an estimated accuracy of +/- 10 meters.
 DE7521
 DE7521.The orthometric height was determined by differential leveling and
 DE7521.adjusted by the WI DEPT OF TRANSP
 DE7521.in May 2012.
 DE7521
 DE7521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7521.GEOID18 height accuracy estimate available here.
 DE7521
 DE7521.Click photographs - Photos may exist for this station.
 DE7521
 DE7521.The dynamic height is computed by dividing the NAVD 88
 DE7521.geopotential number by the normal gravity value computed on the
 DE7521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7521.degrees latitude (g = 980.6199 gals.).
 DE7521
 DE7521.The modeled gravity was interpolated from observed gravity values.
 DE7521
 DE7521;                    North         East    Units  Estimated Accuracy
 DE7521;SPC WI S     -   196,726.      747,271.      MT  (+/- 10 meters HH2 GPS)
 DE7521
 DE7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0572545473(NAD 83)
 DE7521
 DE7521                          SUPERSEDED SURVEY CONTROL
 DE7521
 DE7521  NAVD 88 (04/20/07)  312.090  (m)         1023.92   (f) SUPERSEDED  2 1
 DE7521  NAVD 88 (05/16/03)  312.085  (m)         1023.90   (f) SUPERSEDED  2 1
 DE7521
 DE7521.Superseded values are not recommended for survey control.
 DE7521
 DE7521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7521.See file dsdata.pdf to determine how the superseded data were derived.
 DE7521
 DE7521_MARKER: DD = SURVEY DISK
 DE7521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7521_STAMPING: 3X67 2001
 DE7521_MARK LOGO: WIDT
 DE7521_PROJECTION: FLUSH
 DE7521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7521+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DE7521
 DE7521  HISTORY     - Date     Condition        Report By
 DE7521  HISTORY     - 2000     MONUMENTED       WIDT
 DE7521  HISTORY     - 20030708 GOOD             USPSQD
 DE7521  HISTORY     - 20050907 GOOD             WIDT
 DE7521  HISTORY     - 20061004 GOOD             USPSQD
 DE7521
 DE7521                          STATION DESCRIPTION
 DE7521
 DE7521'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7521'THE STATION IS LOCATED ABOUT 22 KM EAST OF FOND DU LAC AND 8 KM SOUTH
 DE7521'OF ST CLOUD.  OWNERSHIP--TOWN OF FOREST.  TO REACH THE STATION FROM
 DE7521'THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY G ABOUT 22 KM
 DE7521'EAST OF THE CITY OF FOND DU LAC, GO SOUTH ON COUNTY HIGHWAY G FOR 1.6
 DE7521'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7521'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7521'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7521'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.6 M
 DE7521'WEST OF THE CENTERLINE OF COUNTY HIGHWAY G, 35 M SOUTH OF THE
 DE7521'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N5953--, 33.9 M NORTHWEST
 DE7521'OF POWER POLE --15-19-24 25/34--, 25 M NORTH OF THE EXTENDED
 DE7521'CENTERLINE OF A PRIVATE ENTRANCE FOR --GRADE A VERY FINE MILK-- AND
 DE7521'0.6 M EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DE7521'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7521'THE HORIZON.
 DE7521
 DE7521                          STATION RECOVERY (2003)
 DE7521
 DE7521'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7521'RECOVERED IN GOOD CONDITION.  NOTE- GRADE A VERY FINE MILK- SIGN NOT
 DE7521'PRESENT.  ADD-- THE STATION IS ABOUT 15 M EAST OF THE NORTHERN POST
 DE7521'FOR -MULLET CREEK WILDLIFE AREA- SIGN.
 DE7521
 DE7521                          STATION RECOVERY (2005)
 DE7521
 DE7521'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7521'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE SOUTH OF A
 DE7521'BOX CULVERT WITH GUARDRAIL, 35 M NORTH (NOT SOUTH) OF THE EXTENDED
 DE7521'CENTERLINE OF PRIVATE ENTRANCE --N5953--, 27.0 M SOUTH OF A GRAVEL
 DE7521'ENTRANCE TO --STATE WILDLIFE AREA--, 22.8 M SOUTH OF THE EXTENDED
 DE7521'CENTERLINE OF A FARM YARD ENTRANCE, 16.2 M EAST OF THE NORTHERN POST
 DE7521'FOR --MULLET CREEK WILDLIFE AREA-- WOODEN SIGN,
 DE7521'AND 0.6 M EAST, 1.0 M NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE
 DE7521'PLASTIC WITNESS POSTS.
 DE7521
 DE7521                          STATION RECOVERY (2006)
 DE7521
 DE7521'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7564 ***********************************************************************
 DE7564  DESIGNATION -  3Y45
 DE7564  PID         -  DE7564
 DE7564  STATE/COUNTY-  WI/SHEBOYGAN
 DE7564  COUNTRY     -  US
 DE7564  USGS QUAD   -  ELKHART LAKE (2018)
 DE7564
 DE7564                         *CURRENT SURVEY CONTROL
 DE7564  ______________________________________________________________________
 DE7564* NAD 83(1986) POSITION- 43 48 10.6    (N) 088 00 11.8    (W)   HD_HELD2
 DE7564* NAVD 88 ORTHO HEIGHT -   287.067 (meters)      941.82  (feet) ADJUSTED
 DE7564  ______________________________________________________________________
 DE7564  GEOID HEIGHT    -        -35.678 (meters)                     GEOID18
 DE7564  DYNAMIC HEIGHT  -        287.010 (meters)      941.63  (feet) COMP
 DE7564  MODELED GRAVITY -    980,411.7   (mgal)                       NAVD 88
 DE7564
 DE7564  VERT ORDER      -  SECOND    CLASS I
 DE7564
 DE7564.The horizontal coordinates were established by autonomous hand held GPS
 DE7564.observations and have an estimated accuracy of +/- 10 meters.
 DE7564
 DE7564.The orthometric height was determined by differential leveling and
 DE7564.adjusted by the WI DEPT OF TRANSP
 DE7564.in May 2012.
 DE7564
 DE7564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7564.GEOID18 height accuracy estimate available here.
 DE7564
 DE7564.Click photographs - Photos may exist for this station.
 DE7564
 DE7564.The dynamic height is computed by dividing the NAVD 88
 DE7564.geopotential number by the normal gravity value computed on the
 DE7564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7564.degrees latitude (g = 980.6199 gals.).
 DE7564
 DE7564.The modeled gravity was interpolated from observed gravity values.
 DE7564
 DE7564;                    North         East    Units  Estimated Accuracy
 DE7564;SPC WI S     -   202,216.      760,656.      MT  (+/- 10 meters HH2 GPS)
 DE7564
 DE7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1929750475(NAD 83)
 DE7564
 DE7564                          SUPERSEDED SURVEY CONTROL
 DE7564
 DE7564  NAVD 88 (04/20/07)  287.031  (m)          941.70   (f) SUPERSEDED  2 1
 DE7564  NAVD 88 (05/16/03)  287.058  (m)          941.79   (f) SUPERSEDED  2 1
 DE7564
 DE7564.Superseded values are not recommended for survey control.
 DE7564
 DE7564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7564.See file dsdata.pdf to determine how the superseded data were derived.
 DE7564
 DE7564_MARKER: DD = SURVEY DISK
 DE7564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7564_STAMPING: 3Y45 2001
 DE7564_MARK LOGO: WIDT
 DE7564_PROJECTION: FLUSH
 DE7564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7564+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 DE7564
 DE7564  HISTORY     - Date     Condition        Report By
 DE7564  HISTORY     - 20000905 MONUMENTED       WIDT
 DE7564  HISTORY     - 20031206 GOOD             USPSQD
 DE7564  HISTORY     - 20060505 GOOD             WIDT
 DE7564
 DE7564                          STATION DESCRIPTION
 DE7564
 DE7564'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7564'THE STATION IS LOCATED ABOUT 36 KM EAST NORTHEAST OF FOND DU LAC AND
 DE7564'20 KM WEST NORTHWEST OF SHEBOYGAN. OWNERSHIP--RHINE TOWNSHIP. TO
 DE7564'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE
 DE7564'HIGHWAY 67 IN THE CITY OF PLYMOUTH, GO NORTH ON STATE HIGHWAY 67 FOR
 DE7564'6.0 KM TO HIGHVIEW DRIVE, TURN LEFT AND GO WEST ON HIGHVIEW DRIVE FOR
 DE7564'0.08 KM TO HIGHVIEW ROAD, GO SOUTHWEST ON HIGHVIEW ROAD FOR 0.8 KM TO
 DE7564'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DE7564'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7564'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST. THE STATION IS 9.6
 DE7564'METERS NORTHWEST OF THE CENTERLINE OF HIGHVIEW ROAD, 59.2 METERS
 DE7564'NORTHEAST OF THE CENTER LINE OF PRIVATE ENTRANCE--N7243--, 15 METERS
 DE7564'NORTH OF A FIELD ENTRANCE, 1.4 METERS SOUTH-SOUTHEAST OF TREE FARM
 DE7564'AND 0.8 METERS SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DE7564'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7564'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7564
 DE7564                          STATION RECOVERY (2003)
 DE7564
 DE7564'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7564'RECOVERED IN GOOD CONDITION.
 DE7564
 DE7564                          STATION RECOVERY (2006)
 DE7564
 DE7564'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7564'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.53 MILE NORTHEAST
 DE7564'OF COUNTY HIGHWAY C AND COUNTY HIGHWAY J AND 0.8 M SOUTHEAST, 1.0 M
 DE7564'WEST, AND 1.0 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE1-- A
 DE7564'CHIP HAS BEEN REMOVED FROM THE SOUTHEAST EDGE OF THE CONCRETE POST.
 DE7564'NOTE2-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH
 DE7564'AND WEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7562 ***********************************************************************
 DE7562  DESIGNATION -  3Y46
 DE7562  PID         -  DE7562
 DE7562  STATE/COUNTY-  WI/SHEBOYGAN
 DE7562  COUNTRY     -  US
 DE7562  USGS QUAD   -  ELKHART LAKE (2018)
 DE7562
 DE7562                         *CURRENT SURVEY CONTROL
 DE7562  ______________________________________________________________________
 DE7562* NAD 83(1986) POSITION- 43 49 09.7    (N) 088 00 04.9    (W)   HD_HELD2
 DE7562* NAVD 88 ORTHO HEIGHT -   270.725 (meters)      888.20  (feet) ADJUSTED
 DE7562  ______________________________________________________________________
 DE7562  GEOID HEIGHT    -        -35.708 (meters)                     GEOID18
 DE7562  DYNAMIC HEIGHT  -        270.671 (meters)      888.03  (feet) COMP
 DE7562  MODELED GRAVITY -    980,411.9   (mgal)                       NAVD 88
 DE7562
 DE7562  VERT ORDER      -  SECOND    CLASS I
 DE7562
 DE7562.The horizontal coordinates were established by autonomous hand held GPS
 DE7562.observations and have an estimated accuracy of +/- 10 meters.
 DE7562
 DE7562.The orthometric height was determined by differential leveling and
 DE7562.adjusted by the WI DEPT OF TRANSP
 DE7562.in May 2012.
 DE7562
 DE7562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7562.GEOID18 height accuracy estimate available here.
 DE7562
 DE7562.Click photographs - Photos may exist for this station.
 DE7562
 DE7562.The dynamic height is computed by dividing the NAVD 88
 DE7562.geopotential number by the normal gravity value computed on the
 DE7562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7562.degrees latitude (g = 980.6199 gals.).
 DE7562
 DE7562.The modeled gravity was interpolated from observed gravity values.
 DE7562
 DE7562;                    North         East    Units  Estimated Accuracy
 DE7562;SPC WI S     -   204,043.      760,767.      MT  (+/- 10 meters HH2 GPS)
 DE7562
 DE7562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1947352297(NAD 83)
 DE7562
 DE7562                          SUPERSEDED SURVEY CONTROL
 DE7562
 DE7562  NAVD 88 (04/20/07)  270.688  (m)          888.08   (f) SUPERSEDED  2 1
 DE7562  NAVD 88 (05/16/03)  270.724  (m)          888.20   (f) SUPERSEDED  2 1
 DE7562
 DE7562.Superseded values are not recommended for survey control.
 DE7562
 DE7562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7562.See file dsdata.pdf to determine how the superseded data were derived.
 DE7562
 DE7562_MARKER: DD = SURVEY DISK
 DE7562_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7562_SP_SET: BRIDGE ABUTMENT
 DE7562_STAMPING: 3Y46 2001
 DE7562_MARK LOGO: WIDT
 DE7562_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7562+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 DE7562
 DE7562  HISTORY     - Date     Condition        Report By
 DE7562  HISTORY     - 2001     MONUMENTED       WIDT
 DE7562  HISTORY     - 20031206 GOOD             USPSQD
 DE7562  HISTORY     - 20060501 GOOD             WIDT
 DE7562
 DE7562                          STATION DESCRIPTION
 DE7562
 DE7562'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7562'THE STATION IS LOCATED ABOUT 41 KM SOUTHWEST OF MANITOWOC, 36 KM
 DE7562'EAST-NORTHEAST OF FOND DU LAC AND 25 KM WEST-NORTHWEST OF SHEBOYGAN.
 DE7562'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7562'STATION FROM THE JUNCTION OF STATE HIGHWAY 67 WITH STATE HIGHWAY 23
 DE7562'IN THE CITY OF PLYMOUTH, GO NORTH ON STATE HIGHWAY 67 FOR 7.1 KM TO
 DE7562'GARTON ROAD ON THE RIGHT, CONTINUE NORTH ON STATE HIGHWAY 67 FOR 0.08
 DE7562'KM TO BRIDGE --C-59-68-00-- OVER LA BUDDE CREEK AND THE STATION ON
 DE7562'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7562'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --3Y46
 DE7562'2001-- SET IN THE WEST END OF THE NORTH BRIDGE ABUTMENT AND IS ABOUT
 DE7562'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.8 METERS WEST OF
 DE7562'THE CENTERLINE OF STATE HIGHWAY 67 AND 10.1 METERS SOUTH-SOUTHEAST OF
 DE7562'POWER POLE --00-01113--. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7562'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7562
 DE7562                          STATION RECOVERY (2003)
 DE7562
 DE7562'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7562'RECOVERED IN GOOD CONDITION.
 DE7562
 DE7562                          STATION RECOVERY (2006)
 DE7562
 DE7562'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7562'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M SOUTHEAST OF
 DE7562'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7718 ***********************************************************************
 DE7718  DESIGNATION -  3Y47
 DE7718  PID         -  DE7718
 DE7718  STATE/COUNTY-  WI/SHEBOYGAN
 DE7718  COUNTRY     -  US
 DE7718  USGS QUAD   -  ELKHART LAKE (2018)
 DE7718
 DE7718                         *CURRENT SURVEY CONTROL
 DE7718  ______________________________________________________________________
 DE7718* NAD 83(1986) POSITION- 43 50 35.5    (N) 088 00 52.6    (W)   HD_HELD2
 DE7718* NAVD 88 ORTHO HEIGHT -   303.376 (meters)      995.33  (feet) ADJUSTED
 DE7718  ______________________________________________________________________
 DE7718  GEOID HEIGHT    -        -35.747 (meters)                     GEOID18
 DE7718  DYNAMIC HEIGHT  -        303.315 (meters)      995.13  (feet) COMP
 DE7718  MODELED GRAVITY -    980,411.1   (mgal)                       NAVD 88
 DE7718
 DE7718  VERT ORDER      -  SECOND    CLASS I
 DE7718
 DE7718.The horizontal coordinates were established by autonomous hand held GPS
 DE7718.observations and have an estimated accuracy of +/- 10 meters.
 DE7718
 DE7718.The orthometric height was determined by differential leveling and
 DE7718.adjusted by the WI DEPT OF TRANSP
 DE7718.in May 2012.
 DE7718
 DE7718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7718.GEOID18 height accuracy estimate available here.
 DE7718
 DE7718.Click photographs - Photos may exist for this station.
 DE7718
 DE7718.The dynamic height is computed by dividing the NAVD 88
 DE7718.geopotential number by the normal gravity value computed on the
 DE7718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7718.degrees latitude (g = 980.6199 gals.).
 DE7718
 DE7718.The modeled gravity was interpolated from observed gravity values.
 DE7718
 DE7718;                    North         East    Units  Estimated Accuracy
 DE7718;SPC WI S     -   206,665.      759,638.      MT  (+/- 10 meters HH2 GPS)
 DE7718
 DE7718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1844054957(NAD 83)
 DE7718
 DE7718                          SUPERSEDED SURVEY CONTROL
 DE7718
 DE7718  NAVD 88 (04/20/07)  303.339  (m)          995.20   (f) SUPERSEDED  2 1
 DE7718  NAVD 88 (05/16/03)  303.376  (m)          995.33   (f) SUPERSEDED  2 1
 DE7718
 DE7718.Superseded values are not recommended for survey control.
 DE7718
 DE7718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7718.See file dsdata.pdf to determine how the superseded data were derived.
 DE7718
 DE7718_MARKER: DD = SURVEY DISK
 DE7718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7718_STAMPING: 3Y47 2001
 DE7718_MARK LOGO: WIDT
 DE7718_PROJECTION: FLUSH
 DE7718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7718+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DE7718
 DE7718  HISTORY     - Date     Condition        Report By
 DE7718  HISTORY     - 20000905 MONUMENTED       WIDT
 DE7718  HISTORY     - 20031206 GOOD             USPSQD
 DE7718  HISTORY     - 20060504 GOOD             WIDT
 DE7718
 DE7718                          STATION DESCRIPTION
 DE7718
 DE7718'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7718'THE STATION IS LOCATED ABOUT 35 KM EAST NORTHEAST OF FOND DU LAC AND
 DE7718'24 KM WEST NORTHWEST OF SHEBOYGAN. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7718'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7718'HIGHWAY 32 WITH STATE HIGHWAY 67 IN THE CITY OF KIEL, GO SOUTH ON
 DE7718'STATE HIGHWAY 67 FOR 7.2 KM TO COUNTY HIGHWAY FF, CONTINUE SOUTH ON
 DE7718'STATE HIGHWAY 67 FOR 0.5 KM TO THE STATION ON THE LEFT. THE STATION
 DE7718'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION CONTROL STATION
 DE7718'DISK, SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL
 DE7718'WITH THE HIGHWAY PAVEMENT. THE STATION IS 14.0 METERS EAST OF THE
 DE7718'CENTERLINE OF STATE HIGHWAY 67, 75.4 METERS NORTH OF ORANGE FIBER
 DE7718'OPTIC POLE, 51.5 METERS NORTH- NORTHEAST OF THE EXTENDED CENTERLINE
 DE7718'OF PRIVATE ENTRANCES--N8362 AND N8362--, 48.6 METERS EAST NORTHEAST
 DE7718'OF TELEPHONE PEDESTAL--2451-, AND 1.0 METER WEST OF A WHITE PLASTIC
 DE7718'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7718'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7718
 DE7718                          STATION RECOVERY (2003)
 DE7718
 DE7718'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7718'RECOVERED IN GOOD CONDITION.
 DE7718
 DE7718                          STATION RECOVERY (2006)
 DE7718
 DE7718'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7718'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7718'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7718'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTHEAST
 DE7718'AND NORTHEAST THAT PROJECT TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7561 ***********************************************************************
 DE7561  DESIGNATION -  3Y48
 DE7561  PID         -  DE7561
 DE7561  STATE/COUNTY-  WI/SHEBOYGAN
 DE7561  COUNTRY     -  US
 DE7561  USGS QUAD   -  ELKHART LAKE (2018)
 DE7561
 DE7561                         *CURRENT SURVEY CONTROL
 DE7561  ______________________________________________________________________
 DE7561* NAD 83(1986) POSITION- 43 51 21.6    (N) 088 00 06.7    (W)   HD_HELD2
 DE7561* NAVD 88 ORTHO HEIGHT -   281.474 (meters)      923.47  (feet) ADJUSTED
 DE7561  ______________________________________________________________________
 DE7561  GEOID HEIGHT    -        -35.770 (meters)                     GEOID18
 DE7561  DYNAMIC HEIGHT  -        281.418 (meters)      923.29  (feet) COMP
 DE7561  MODELED GRAVITY -    980,412.2   (mgal)                       NAVD 88
 DE7561
 DE7561  VERT ORDER      -  SECOND    CLASS I
 DE7561
 DE7561.The horizontal coordinates were established by autonomous hand held GPS
 DE7561.observations and have an estimated accuracy of +/- 10 meters.
 DE7561
 DE7561.The orthometric height was determined by differential leveling and
 DE7561.adjusted by the WI DEPT OF TRANSP
 DE7561.in May 2012.
 DE7561
 DE7561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7561.GEOID18 height accuracy estimate available here.
 DE7561
 DE7561.Click photographs - Photos may exist for this station.
 DE7561
 DE7561.The dynamic height is computed by dividing the NAVD 88
 DE7561.geopotential number by the normal gravity value computed on the
 DE7561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7561.degrees latitude (g = 980.6199 gals.).
 DE7561
 DE7561.The modeled gravity was interpolated from observed gravity values.
 DE7561
 DE7561;                    North         East    Units  Estimated Accuracy
 DE7561;SPC WI S     -   208,112.      760,629.      MT  (+/- 10 meters HH2 GPS)
 DE7561
 DE7561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1948256367(NAD 83)
 DE7561
 DE7561                          SUPERSEDED SURVEY CONTROL
 DE7561
 DE7561  NAVD 88 (04/20/07)  281.436  (m)          923.34   (f) SUPERSEDED  2 1
 DE7561  NAVD 88 (05/16/03)  281.468  (m)          923.45   (f) SUPERSEDED  2 1
 DE7561
 DE7561.Superseded values are not recommended for survey control.
 DE7561
 DE7561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7561.See file dsdata.pdf to determine how the superseded data were derived.
 DE7561
 DE7561_MARKER: DD = SURVEY DISK
 DE7561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7561_STAMPING: 3Y48 2001
 DE7561_MARK LOGO: WIDT
 DE7561_PROJECTION: FLUSH
 DE7561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7561+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DE7561
 DE7561  HISTORY     - Date     Condition        Report By
 DE7561  HISTORY     - 2000     MONUMENTED       WIDT
 DE7561  HISTORY     - 20031206 GOOD             USPSQD
 DE7561  HISTORY     - 20060504 GOOD             WIDT
 DE7561
 DE7561                          STATION DESCRIPTION
 DE7561
 DE7561'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7561'THE STATION IS LOCATED ABOUT 36 KM SOUTHWEST OF MANITOWOC, 36 KM
 DE7561'EAST-NORTHEAST OF FOND DU LAC AND 24 KM NORTHWEST OF SHEBOYGAN.
 DE7561'OWNERSHIP--SHEBOYGAN COUNTY. TO REACH THE STATION FROM THE JUNCTION
 DE7561'OF STATE HIGHWAY 67 WITH STATE HIGHWAY 32 IN THE CITY OF KIEL, GO
 DE7561'SOUTH ON STATE HIGHWAY 67 FOR 6.2 KM TO COUNTY HIGHWAY MM, TURN LEFT
 DE7561'AND GO EAST ON COUNTY HIGHWAY MM FOR 1.8 KM TO THE STATION ON THE
 DE7561'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7561'US COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7561'CONCRETE POST ABOUT 0.5 M BELOW THE ROAD PAVEMENT. THE STATION IS 7.0
 DE7561'M EAST OF THE CENTERLINE OF COUNTY HIGHWAY MM, 0.25 KM SOUTH OF
 DE7561'PRIVATE ENTRANCE --W6121-- , 49.5 M NORTH OF THE CENTERLINE OF ASPEN
 DE7561'LANE, 20.6 NORTHEAST OF POWER POLE --76-2499 40-4-- , 2.8 M WEST OF A
 DE7561'CULTIVATED FIELD AND 1.0 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7561'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7561'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7561
 DE7561                          STATION RECOVERY (2003)
 DE7561
 DE7561'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7561'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 30 FEET SOUTH
 DE7561'OF A WHITE AND BLACK WOODEN CULVERT POST.
 DE7561
 DE7561                          STATION RECOVERY (2006)
 DE7561
 DE7561'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7561'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 10.2 M
 DE7561'SOUTH-SOUTHWEST OF A WOOD CULVERT POST AND 1.0 M WEST, 1.0 M NORTH,
 DE7561'AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7727 ***********************************************************************
 DE7727  DESIGNATION -  3Y49
 DE7727  PID         -  DE7727
 DE7727  STATE/COUNTY-  WI/SHEBOYGAN
 DE7727  COUNTRY     -  US
 DE7727  USGS QUAD   -  KIEL (2018)
 DE7727
 DE7727                         *CURRENT SURVEY CONTROL
 DE7727  ______________________________________________________________________
 DE7727* NAD 83(1986) POSITION- 43 53 30.0    (N) 088 00 11.1    (W)   HD_HELD2
 DE7727* NAVD 88 ORTHO HEIGHT -   288.612 (meters)      946.89  (feet) ADJUSTED
 DE7727  ______________________________________________________________________
 DE7727  GEOID HEIGHT    -        -35.828 (meters)                     GEOID18
 DE7727  DYNAMIC HEIGHT  -        288.554 (meters)      946.70  (feet) COMP
 DE7727  MODELED GRAVITY -    980,413.1   (mgal)                       NAVD 88
 DE7727
 DE7727  VERT ORDER      -  SECOND    CLASS I
 DE7727
 DE7727.The horizontal coordinates were established by autonomous hand held GPS
 DE7727.observations and have an estimated accuracy of +/- 10 meters.
 DE7727
 DE7727.The orthometric height was determined by differential leveling and
 DE7727.adjusted by the WI DEPT OF TRANSP
 DE7727.in May 2012.
 DE7727
 DE7727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7727.GEOID18 height accuracy estimate available here.
 DE7727
 DE7727.Click photographs - Photos may exist for this station.
 DE7727
 DE7727.The dynamic height is computed by dividing the NAVD 88
 DE7727.geopotential number by the normal gravity value computed on the
 DE7727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7727.degrees latitude (g = 980.6199 gals.).
 DE7727
 DE7727.The modeled gravity was interpolated from observed gravity values.
 DE7727
 DE7727;                    North         East    Units  Estimated Accuracy
 DE7727;SPC WI S     -   212,071.      760,436.      MT  (+/- 10 meters HH2 GPS)
 DE7727
 DE7727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1943260329(NAD 83)
 DE7727
 DE7727                          SUPERSEDED SURVEY CONTROL
 DE7727
 DE7727  NAVD 88 (04/20/07)  288.573  (m)          946.76   (f) SUPERSEDED  2 1
 DE7727  NAVD 88 (05/16/03)  288.602  (m)          946.86   (f) SUPERSEDED  2 1
 DE7727
 DE7727.Superseded values are not recommended for survey control.
 DE7727
 DE7727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7727.See file dsdata.pdf to determine how the superseded data were derived.
 DE7727
 DE7727_MARKER: DD = SURVEY DISK
 DE7727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7727_STAMPING: 3Y49 2001
 DE7727_MARK LOGO: WIDT
 DE7727_PROJECTION: FLUSH
 DE7727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7727+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DE7727
 DE7727  HISTORY     - Date     Condition        Report By
 DE7727  HISTORY     - 2000     MONUMENTED       WIDT
 DE7727  HISTORY     - 20031206 GOOD             USPSQD
 DE7727  HISTORY     - 20060504 GOOD             WIDT
 DE7727
 DE7727                          STATION DESCRIPTION
 DE7727
 DE7727'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7727'THE STATION IS LOCATED ABOUT 35 KM NORTHEAST OF MANITOWOC AND 26 KM
 DE7727'NORTHWEST OF SHEBOYGAN.  OWNERSHIP--TOWN OF RHINE. TO REACH THE
 DE7727'STATION FROM THE JUNCTION OF STATE HIGHWAY 67 WITH STATE HIGHWAY 32
 DE7727'IN THE CITY OF KIEL, GO SOUTH ON STATE HIGHWAY 67 FOR 2 KM TO COUNTY
 DE7727'LINE ROAD, TURN LEFT AND GO EAST ON COUNTY LINE ROAD FOR 1.5 KM TO
 DE7727'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DE7727'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7727'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH THE
 DE7727'ROAD PAVEMENT. THE STATION IS 7.1 M NORTH OF THE CENTERLINE OF COUNTY
 DE7727'LINE ROAD, 54.3 M WEST OF THE CENTERLINE OF SNAKE ROAD, 37.1 KM
 DE7727'EAST-SOUTHEAST OF POWER POLE --2238--, 17.8 M SOUTH-SOUTHWEST OF
 DE7727'POWER POLE --2239--, 12.7 M SOUTH OF A FIELD ENTRANCE, 2 M NORTH OF A
 DE7727'CULTIVATED FIELD AND 0.6 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7727'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7727'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7727
 DE7727                          STATION RECOVERY (2003)
 DE7727
 DE7727'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7727'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON THE SOUTH SIDE
 DE7727'OF COUNTY LINE ROAD AND IN LINE WITH THE EXTENDED CENTERINE TO A FARM
 DE7727'ENTRANCE.
 DE7727
 DE7727                          STATION RECOVERY (2006)
 DE7727
 DE7727'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7727'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 7.1 M SOUTH (NOT
 DE7727'NORTH) OF THE CENTERLINE OF COUNTY LINE ROAD, IN LINE WITH THE
 DE7727'EXTENDED CENTERLINE OF A FARM ENTRANCE, AND 0.6 M NORTH, 1.0 M EAST,
 DE7727'AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- THE
 DE7727'STATION IS 37.1 M (NOT 37.1 KM) EAST-SOUTHEAST OF POWER POLE --2239--.
 DE7727'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7559 ***********************************************************************
 DE7559  DESIGNATION -  3Y50
 DE7559  PID         -  DE7559
 DE7559  STATE/COUNTY-  WI/MANITOWOC
 DE7559  COUNTRY     -  US
 DE7559  USGS QUAD   -  KIEL (2018)
 DE7559
 DE7559                         *CURRENT SURVEY CONTROL
 DE7559  ______________________________________________________________________
 DE7559* NAD 83(1986) POSITION- 43 54 21.90   (N) 088 00 06.90   (W)   HD_HELD1
 DE7559* NAVD 88 ORTHO HEIGHT -   273.746 (meters)      898.12  (feet) ADJUSTED
 DE7559  ______________________________________________________________________
 DE7559  GEOID HEIGHT    -        -35.852 (meters)                     GEOID18
 DE7559  DYNAMIC HEIGHT  -        273.692 (meters)      897.94  (feet) COMP
 DE7559  MODELED GRAVITY -    980,413.9   (mgal)                       NAVD 88
 DE7559
 DE7559  VERT ORDER      -  SECOND    CLASS I
 DE7559
 DE7559.The horizontal coordinates were determined by differentially corrected
 DE7559.hand held GPS observations or other comparable positioning techniques
 DE7559.and have an estimated accuracy of +/- 3 meters.
 DE7559
 DE7559.The orthometric height was determined by differential leveling and
 DE7559.adjusted by the WI DEPT OF TRANSP
 DE7559.in May 2012.
 DE7559
 DE7559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7559.GEOID18 height accuracy estimate available here.
 DE7559
 DE7559.Click photographs - Photos may exist for this station.
 DE7559
 DE7559.The dynamic height is computed by dividing the NAVD 88
 DE7559.geopotential number by the normal gravity value computed on the
 DE7559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7559.degrees latitude (g = 980.6199 gals.).
 DE7559
 DE7559.The modeled gravity was interpolated from observed gravity values.
 DE7559
 DE7559;                    North         East    Units  Estimated Accuracy
 DE7559;SPC WI S     -   213,675.0     760,491.3     MT  (+/- 3 meters HH1 GPS) 
 DE7559
 DE7559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1954561929(NAD 83)
 DE7559
 DE7559                          SUPERSEDED SURVEY CONTROL
 DE7559
 DE7559  NAVD 88 (04/20/07)  273.707  (m)          897.99   (f) SUPERSEDED  2 1
 DE7559  NAVD 88 (05/16/03)  273.735  (m)          898.08   (f) SUPERSEDED  2 1
 DE7559
 DE7559.Superseded values are not recommended for survey control.
 DE7559
 DE7559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7559.See file dsdata.pdf to determine how the superseded data were derived.
 DE7559
 DE7559_MARKER: DD = SURVEY DISK
 DE7559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7559_STAMPING: 3Y50 2001
 DE7559_MARK LOGO: WIDT
 DE7559_PROJECTION: FLUSH
 DE7559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7559+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DE7559
 DE7559  HISTORY     - Date     Condition        Report By
 DE7559  HISTORY     - 2001     MONUMENTED       WIDT
 DE7559  HISTORY     - 20030622 GOOD             USPSQD
 DE7559  HISTORY     - 20060425 GOOD             WIDT
 DE7559
 DE7559                          STATION DESCRIPTION
 DE7559
 DE7559'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7559'THE STATION IS LOCATED ABOUT 27 KM NORTHWEST OF SHEBOYGAN AND 32 KM
 DE7559'SOUTHWEST OF MANITOWOC .  OWNERSHIP-- TOWNSHIP OF SCHLESWIG.  TO
 DE7559'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67 WITH STATE
 DE7559'HIGHWAY 32 ABOUT 0.5 KM SOUTHEAST OF THE CITY OF KIEL, GO EAST ON
 DE7559'STATE HIGHWAY 32 FOR 1.7 KM TO CEMETERY ROAD, TURN LEFT AND GO NORTH
 DE7559'ON CEMETERY ROAD FOR 65 METERS TO THE STATION ON THE RIGHT. THE
 DE7559'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7559'SURVEY CONTROL STATION DISK SET IN A 41-CM DIAMETER CONCRETE POST.
 DE7559'THE STATION IS 54.6 METERS NORTH OF CENTERLINE OF THE WESTBOUND LANES
 DE7559'OF STATE HIGHWAY 32, 22.9 METERS EAST OF THE CENTERLINE OF CEMETERY
 DE7559'ROAD, 10.2 METERS SOUTH OF THE CENTERLINE OF MUELLER ROAD AND 1.0
 DE7559'METERS NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DE7559'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7559'THE HORIZON.
 DE7559
 DE7559                          STATION RECOVERY (2003)
 DE7559
 DE7559'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7559'RECOVERED IN GOOD CONDITION.
 DE7559
 DE7559                          STATION RECOVERY (2006)
 DE7559
 DE7559'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7559'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DE7559'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7559'NOTE-- A VISIBLE OBSTRUCTION AT THIS STATION IS A TREE TO THE EAST
 DE7559'THAT EXTENDS TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7558 ***********************************************************************
 DE7558  DESIGNATION -  3Y51
 DE7558  PID         -  DE7558
 DE7558  STATE/COUNTY-  WI/MANITOWOC
 DE7558  COUNTRY     -  US
 DE7558  USGS QUAD   -  SCHOOL HILL (2018)
 DE7558
 DE7558                         *CURRENT SURVEY CONTROL
 DE7558  ______________________________________________________________________
 DE7558* NAD 83(1986) POSITION- 43 55 19.84   (N) 087 59 57.31   (W)   HD_HELD1
 DE7558* NAVD 88 ORTHO HEIGHT -   278.243 (meters)      912.87  (feet) ADJUSTED
 DE7558  ______________________________________________________________________
 DE7558  GEOID HEIGHT    -        -35.877 (meters)                     GEOID18
 DE7558  DYNAMIC HEIGHT  -        278.188 (meters)      912.69  (feet) COMP
 DE7558  MODELED GRAVITY -    980,414.9   (mgal)                       NAVD 88
 DE7558
 DE7558  VERT ORDER      -  SECOND    CLASS I
 DE7558
 DE7558.The horizontal coordinates were determined by differentially corrected
 DE7558.hand held GPS observations or other comparable positioning techniques
 DE7558.and have an estimated accuracy of +/- 3 meters.
 DE7558
 DE7558.The orthometric height was determined by differential leveling and
 DE7558.adjusted by the WI DEPT OF TRANSP
 DE7558.in May 2012.
 DE7558
 DE7558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7558.GEOID18 height accuracy estimate available here.
 DE7558
 DE7558.Click photographs - Photos may exist for this station.
 DE7558
 DE7558.The dynamic height is computed by dividing the NAVD 88
 DE7558.geopotential number by the normal gravity value computed on the
 DE7558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7558.degrees latitude (g = 980.6199 gals.).
 DE7558
 DE7558.The modeled gravity was interpolated from observed gravity values.
 DE7558
 DE7558;                    North         East    Units  Estimated Accuracy
 DE7558;SPC WI S     -   215,467.8     760,662.3     MT  (+/- 3 meters HH1 GPS) 
 DE7558
 DE7558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1978063714(NAD 83)
 DE7558
 DE7558                          SUPERSEDED SURVEY CONTROL
 DE7558
 DE7558  NAVD 88 (04/20/07)  278.204  (m)          912.74   (f) SUPERSEDED  2 1
 DE7558  NAVD 88 (05/16/03)  278.231  (m)          912.83   (f) SUPERSEDED  2 1
 DE7558
 DE7558.Superseded values are not recommended for survey control.
 DE7558
 DE7558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7558.See file dsdata.pdf to determine how the superseded data were derived.
 DE7558
 DE7558_MARKER: DD = SURVEY DISK
 DE7558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7558_STAMPING: 3Y51 2001
 DE7558_MARK LOGO: WIDT
 DE7558_PROJECTION: FLUSH
 DE7558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7558+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DE7558
 DE7558  HISTORY     - Date     Condition        Report By
 DE7558  HISTORY     - 2001     MONUMENTED       WIDT
 DE7558  HISTORY     - 20030622 GOOD             USPSQD
 DE7558  HISTORY     - 20060425 GOOD             WIDT
 DE7558
 DE7558                          STATION DESCRIPTION
 DE7558
 DE7558'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7558'THE STATION IS LOCATED ABOUT 27 KM SOUTHEAST OF SHEBOYGAN AND 30 KM
 DE7558'SOUTHWEST OF MANITOWOC.  OWNERSHIP--SCHLESWIG TOWNSHIP.  TO REACH THE
 DE7558'STATION FROM THE JUNCTION OF STATE HIGHWAY 67 WITH STATE HIGHWAY 32
 DE7558'ABOUT 0.5 KM SOUTHEAST OF THE CITY OF KIEL, GO NORTH ON STATE HIGHWAY
 DE7558'67 FOR 1.1 KM TO ROCKVILLE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST
 DE7558'ON ROCKVILLE ROAD FOR 1.9 KM TO STEINHAL ROAD ON THE LEFT, TURN LEFT
 DE7558'AND GO NORTH ON STEINHAL ROAD FOR 0.5 KM TO THE STATION ON THE RIGHT.
 DE7558'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7558'GEODETIC SURVEY CONTROL STATION DISK SET IN A 41-CM DIAMETER CONCRETE
 DE7558'POST.  THE STATION IS 11.3 METERS EAST OF THE CENTERLINE OF STEINHAL
 DE7558'ROAD, 72.8 METERS NORTH-NORTHEAST OF SIGN POST --STOP AHEAD--, 46
 DE7558'METERS SOUTH OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE 1440, 26.6
 DE7558'METERS SOUTH-SOUTHEAST OF POWER POLE --2856--, 20 METERS EAST OF SIGN
 DE7558'POST --ONE LANE BRIDGE--, 2 METERS WEST OF A CULTIVATED FIELD AND 0.8
 DE7558'METERS WEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION
 DE7558'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7558'THE HORIZON.
 DE7558
 DE7558                          STATION RECOVERY (2003)
 DE7558
 DE7558'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7558'RECOVERED IN GOOD CONDITION.
 DE7558
 DE7558                          STATION RECOVERY (2006)
 DE7558
 DE7558'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7558'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M WEST, 1.0 M
 DE7558'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7557 ***********************************************************************
 DE7557  DESIGNATION -  3Y52
 DE7557  PID         -  DE7557
 DE7557  STATE/COUNTY-  WI/MANITOWOC
 DE7557  COUNTRY     -  US
 DE7557  USGS QUAD   -  KIEL (2018)
 DE7557
 DE7557                         *CURRENT SURVEY CONTROL
 DE7557  ______________________________________________________________________
 DE7557* NAD 83(1986) POSITION- 43 56 05.81   (N) 088 00 03.29   (W)   HD_HELD1
 DE7557* NAVD 88 ORTHO HEIGHT -   274.435 (meters)      900.38  (feet) ADJUSTED
 DE7557  ______________________________________________________________________
 DE7557  GEOID HEIGHT    -        -35.895 (meters)                     GEOID18
 DE7557  DYNAMIC HEIGHT  -        274.381 (meters)      900.20  (feet) COMP
 DE7557  MODELED GRAVITY -    980,416.2   (mgal)                       NAVD 88
 DE7557
 DE7557  VERT ORDER      -  SECOND    CLASS I
 DE7557
 DE7557.The horizontal coordinates were determined by differentially corrected
 DE7557.hand held GPS observations or other comparable positioning techniques
 DE7557.and have an estimated accuracy of +/- 3 meters.
 DE7557
 DE7557.The orthometric height was determined by differential leveling and
 DE7557.adjusted by the WI DEPT OF TRANSP
 DE7557.in May 2012.
 DE7557
 DE7557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7557.GEOID18 height accuracy estimate available here.
 DE7557
 DE7557.Click photographs - Photos may exist for this station.
 DE7557
 DE7557.The dynamic height is computed by dividing the NAVD 88
 DE7557.geopotential number by the normal gravity value computed on the
 DE7557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7557.degrees latitude (g = 980.6199 gals.).
 DE7557
 DE7557.The modeled gravity was interpolated from observed gravity values.
 DE7557
 DE7557;                    North         East    Units  Estimated Accuracy
 DE7557;SPC WI S     -   216,883.0     760,494.9     MT  (+/- 3 meters HH1 GPS) 
 DE7557
 DE7557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1966465134(NAD 83)
 DE7557
 DE7557                          SUPERSEDED SURVEY CONTROL
 DE7557
 DE7557  NAVD 88 (04/20/07)  274.396  (m)          900.25   (f) SUPERSEDED  2 1
 DE7557  NAVD 88 (05/16/03)  274.422  (m)          900.33   (f) SUPERSEDED  2 1
 DE7557
 DE7557.Superseded values are not recommended for survey control.
 DE7557
 DE7557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7557.See file dsdata.pdf to determine how the superseded data were derived.
 DE7557
 DE7557_MARKER: DD = SURVEY DISK
 DE7557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7557_STAMPING: 3Y52 2001
 DE7557_MARK LOGO: WIDT
 DE7557_PROJECTION: FLUSH
 DE7557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7557+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DE7557
 DE7557  HISTORY     - Date     Condition        Report By
 DE7557  HISTORY     - 2000     MONUMENTED       WIDT
 DE7557  HISTORY     - 20031206 GOOD             USPSQD
 DE7557  HISTORY     - 20060425 GOOD             WIDT
 DE7557
 DE7557                          STATION DESCRIPTION
 DE7557
 DE7557'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7557'THE STATION IS LOCATED ABOUT 30 KM SOUTHWEST OF MANITOWOC AND 27 KM
 DE7557'NORTHWEST OF SHEBOYGAN.  OWNERSHIP---TOWN OF SCHLESWIG. TO REACH THE
 DE7557'STATION FROM THE JUNCTION OF STATE HIGHWAY 67 WITH STATE HIGHWAY 32
 DE7557'IN THE CITY OF KIEL, GO NORTH ON STATE HIGHWAY 67 FOR 2.8 KM TO FISH
 DE7557'AND GAME ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON FISH AND GAME
 DE7557'ROAD FOR 0.6 KM TO SOUTH STEINTHAL ROAD AND THE STATION ON THE RIGHT.
 DE7557'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7557'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7557'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW
 DE7557'THE ROAD PAVEMENT. THE STATION IS 9.6 M EAST OF THE CENTERLINE OF
 DE7557'STEINTHAL ROAD, 30.4 M NORTH OF POWER POLE --2365-- , 21.2 M SOUTH OF
 DE7557'THE CENTERLINE OF FISH AND GAME ROAD, 5.4 M NORTHWEST OF TELEPHONE
 DE7557'PEDESTAL --1332--  AND 0.5 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7557'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7557'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7557
 DE7557                          STATION RECOVERY (2003)
 DE7557
 DE7557'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7557'RECOVERED IN GOOD CONDITION.  CORRECTION TO 2000 DESCRIPTION-- IT IS
 DE7557'1.6 KM (1 MILE) FROM HIGHWAY 67 TO SOUTH STEINTHAL ROAD (NOT 0.6 KM).
 DE7557'NOTE-- THE STATION IS IN MANITOWOC COUNTY, NOT SHEBOYGAN COUNTY.
 DE7557
 DE7557                          STATION RECOVERY (2006)
 DE7557
 DE7557'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7557'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M WEST, 1.0 M
 DE7557'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7587 ***********************************************************************
 DE7587  DESIGNATION -  3Y77
 DE7587  PID         -  DE7587
 DE7587  STATE/COUNTY-  WI/OZAUKEE
 DE7587  COUNTRY     -  US
 DE7587  USGS QUAD   -  CEDAR GROVE (2018)
 DE7587
 DE7587                         *CURRENT SURVEY CONTROL
 DE7587  ______________________________________________________________________
 DE7587* NAD 83(1986) POSITION- 43 31 42.63   (N) 087 50 33.43   (W)   HD_HELD1
 DE7587* NAVD 88 ORTHO HEIGHT -   220.982 (meters)      725.01  (feet) ADJUSTED
 DE7587  ______________________________________________________________________
 DE7587  GEOID HEIGHT    -        -35.446 (meters)                     GEOID18
 DE7587  DYNAMIC HEIGHT  -        220.936 (meters)      724.85  (feet) COMP
 DE7587  MODELED GRAVITY -    980,405.4   (mgal)                       NAVD 88
 DE7587
 DE7587  VERT ORDER      -  SECOND    CLASS I
 DE7587
 DE7587.The horizontal coordinates were determined by differentially corrected
 DE7587.hand held GPS observations or other comparable positioning techniques
 DE7587.and have an estimated accuracy of +/- 3 meters.
 DE7587
 DE7587.The orthometric height was determined by differential leveling and
 DE7587.adjusted by the WI DEPT OF TRANSP
 DE7587.in May 2012.
 DE7587
 DE7587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7587.GEOID18 height accuracy estimate available here.
 DE7587
 DE7587.Click photographs - Photos may exist for this station.
 DE7587
 DE7587.The dynamic height is computed by dividing the NAVD 88
 DE7587.geopotential number by the normal gravity value computed on the
 DE7587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7587.degrees latitude (g = 980.6199 gals.).
 DE7587
 DE7587.The modeled gravity was interpolated from observed gravity values.
 DE7587
 DE7587;                    North         East    Units  Estimated Accuracy
 DE7587;SPC WI S     -   172,058.8     774,368.9     MT  (+/- 3 meters HH1 GPS) 
 DE7587
 DE7587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3191019852(NAD 83)
 DE7587
 DE7587                          SUPERSEDED SURVEY CONTROL
 DE7587
 DE7587  NAVD 88 (04/20/07)  220.960  (m)          724.93   (f) SUPERSEDED  2 1
 DE7587  NAVD 88 (05/16/03)  220.991  (m)          725.03   (f) SUPERSEDED  2 1
 DE7587
 DE7587.Superseded values are not recommended for survey control.
 DE7587
 DE7587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7587.See file dsdata.pdf to determine how the superseded data were derived.
 DE7587
 DE7587_MARKER: DD = SURVEY DISK
 DE7587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7587_STAMPING: 3Y77 2001
 DE7587_MARK LOGO: WIDT
 DE7587_PROJECTION: FLUSH
 DE7587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7587+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 DE7587
 DE7587  HISTORY     - Date     Condition        Report By
 DE7587  HISTORY     - 2000     MONUMENTED       WIDT
 DE7587  HISTORY     - 20031108 GOOD             USPSQD
 DE7587  HISTORY     - 20060518 GOOD             WIDT
 DE7587
 DE7587                          STATION DESCRIPTION
 DE7587
 DE7587'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7587'THE STATION IS LOCATED ABOUT 29 KM SOUTH-SOUTHWEST OF SHEBOYGAN AND 3
 DE7587'KM NORTH OF BELGIUM.  OWNERSHIP--TOWN OF BELGIUM.  TO REACH THE
 DE7587'STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY HIGHWAY D
 DE7587'(MAIN STREET) IN THE VILLAGE OF BELGIUM, GO WEST ON COUNTY HIGHWAY D
 DE7587'(MAIN STREET) FOR 0.3 KM TO COUNTY HIGHWAY LL, TURN RIGHT AND GO
 DE7587'NORTH ON COUNTY HIGHWAY LL FOR 3.2 KM TO JAY ROAD, TURN LEFT AND GO
 DE7587'WEST ON JAY ROAD FOR 1.3 KM TO ALDER ROAD ON THE LEFT, CONTINUE WEST
 DE7587'FOR 0.2 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DE7587'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7587'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7587'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DE7587'IS 7.1 M SOUTH OF THE CENTERLINE OF JAY ROAD, 32 M EAST OF A FIELD
 DE7587'ENTRANCE, 30.1 M SOUTHEAST OF POWER POLE --E51-6627--, AND 0.6 M
 DE7587'NORTH OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO
 DE7587'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGRESS ABOVE THE
 DE7587'HORIZON.
 DE7587
 DE7587                          STATION RECOVERY (2003)
 DE7587
 DE7587'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7587'RECOVERED IN GOOD CONDITION.  NOTE-- THE FIELD ENTRANCE REFERENCED IN
 DE7587'THE 2000 DESCRIPTION IS A BIKE ROUTE.
 DE7587
 DE7587                          STATION RECOVERY (2006)
 DE7587
 DE7587'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7587'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 35.0 M SOUTHWEST OF
 DE7587'A --BICYCLE CROSSING-- WARNING SIGN POST AND 0.6 M NORTH, 1.0 M
 DE7587'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7588 ***********************************************************************
 DE7588  DESIGNATION -  3Y78
 DE7588  PID         -  DE7588
 DE7588  STATE/COUNTY-  WI/SHEBOYGAN
 DE7588  COUNTRY     -  US
 DE7588  USGS QUAD   -  CEDAR GROVE (2018)
 DE7588
 DE7588                         *CURRENT SURVEY CONTROL
 DE7588  ______________________________________________________________________
 DE7588* NAD 83(1986) POSITION- 43 36 50.5    (N) 087 46 12.8    (W)   HD_HELD2
 DE7588* NAVD 88 ORTHO HEIGHT -   190.282 (meters)      624.28  (feet) ADJUSTED
 DE7588  ______________________________________________________________________
 DE7588  GEOID HEIGHT    -        -35.592 (meters)                     GEOID18
 DE7588  DYNAMIC HEIGHT  -        190.244 (meters)      624.16  (feet) COMP
 DE7588  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 DE7588
 DE7588  VERT ORDER      -  SECOND    CLASS I
 DE7588
 DE7588.The horizontal coordinates were established by autonomous hand held GPS
 DE7588.observations and have an estimated accuracy of +/- 10 meters.
 DE7588
 DE7588.The orthometric height was determined by differential leveling and
 DE7588.adjusted by the WI DEPT OF TRANSP
 DE7588.in May 2012.
 DE7588
 DE7588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7588.GEOID18 height accuracy estimate available here.
 DE7588
 DE7588.Click photographs - Photos may exist for this station.
 DE7588
 DE7588.The dynamic height is computed by dividing the NAVD 88
 DE7588.geopotential number by the normal gravity value computed on the
 DE7588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7588.degrees latitude (g = 980.6199 gals.).
 DE7588
 DE7588.The modeled gravity was interpolated from observed gravity values.
 DE7588
 DE7588;                    North         East    Units  Estimated Accuracy
 DE7588;SPC WI S     -   181,710.      779,965.      MT  (+/- 10 meters HH2 GPS)
 DE7588
 DE7588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3784929293(NAD 83)
 DE7588
 DE7588                          SUPERSEDED SURVEY CONTROL
 DE7588
 DE7588  NAVD 88 (04/20/07)  190.254  (m)          624.19   (f) SUPERSEDED  2 1
 DE7588  NAVD 88 (05/16/03)  190.282  (m)          624.28   (f) SUPERSEDED  2 1
 DE7588
 DE7588.Superseded values are not recommended for survey control.
 DE7588
 DE7588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7588.See file dsdata.pdf to determine how the superseded data were derived.
 DE7588
 DE7588_MARKER: DD = SURVEY DISK
 DE7588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7588_STAMPING: 3Y78 2001
 DE7588_MARK LOGO: WIDT
 DE7588_PROJECTION: FLUSH
 DE7588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7588+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DE7588
 DE7588  HISTORY     - Date     Condition        Report By
 DE7588  HISTORY     - 20000921 MONUMENTED       WIDT
 DE7588  HISTORY     - 20031108 GOOD             USPSQD
 DE7588  HISTORY     - 20060522 GOOD             WIDT
 DE7588
 DE7588                          STATION DESCRIPTION
 DE7588
 DE7588'DESCRIBED BY WI DEPT OF TRANSP 2000
 DE7588'THIS STATION IS LOCATED ABOUT 63 KM NORTH-NORTHEAST OF MILWAUKEE, 57
 DE7588'KM EAST-SOUTHEAST OF FOND DU LAC, AND 19 KM SOUTH-SOUTHWEST OF
 DE7588'SHEBOYGAN.  OWNERSHIP--TOWN OF HOLLAND.  TO REACH THE STATION FROM
 DE7588'THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH COUNTY HIGHWAY AA (WEST)
 DE7588'AND FOSTER ROAD (EAST) AT EXIT 116 ABOUT 1.6 KM EAST OF OOSTBURG, GO
 DE7588'EAST ON FOSTER ROAD FOR 0.2 KM TO FRONTAGE ROAD ON THE RIGHT, TURN
 DE7588'RIGHT AND GO SOUTH ON FRONTAGE ROAD FOR 0.8 KM TO STOKDYK INGELSE
 DE7588'ROAD ON THE LEFT, CONTINUE SOUTH ON FRONTAGE ROAD FOR 0.2 KM TO THE
 DE7588'STATION ON THE RIGHT (WEST).  THE STATION IS A BRONZE WISCONSIN
 DE7588'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7588'IN THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7588'AND ABOUT 1 M BELOW THE ROAD PAVEMENT.   THE STATION IS 15.6 M WEST OF
 DE7588'THE CENTERLINE OF FRONTAGE ROAD, 140 M SOUTH OF THE TOP CENTER OF THE
 DE7588'WEST END OF A 183-CM DIAMETER CORRUGATED METAL CULVERT PIPE UNDER
 DE7588'FRONTAGE ROAD, 20.6 M EAST OF EDGE OF PAVEMENT OF THE NORTHBOUND
 DE7588'LANES OF INTERSTATE HIGHWAY 43, 1.1 M EAST OF R/W FENCE, AND 0.7 M
 DE7588'EAST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 DE7588'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DE7588'HORIZON.
 DE7588
 DE7588                          STATION RECOVERY (2003)
 DE7588
 DE7588'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7588'RECOVERED IN GOOD CONDITION.
 DE7588
 DE7588                          STATION RECOVERY (2006)
 DE7588
 DE7588'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7588'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M EAST, 1.0 M
 DE7588'SOUTHWEST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7589 ***********************************************************************
 DE7589  DESIGNATION -  3Y79
 DE7589  PID         -  DE7589
 DE7589  STATE/COUNTY-  WI/SHEBOYGAN
 DE7589  COUNTRY     -  US
 DE7589  USGS QUAD   -  SHEBOYGAN FALLS (2018)
 DE7589
 DE7589                         *CURRENT SURVEY CONTROL
 DE7589  ______________________________________________________________________
 DE7589* NAD 83(1986) POSITION- 43 37 50.3    (N) 087 46 36.8    (W)   HD_HELD2
 DE7589* NAVD 88 ORTHO HEIGHT -   204.230 (meters)      670.04  (feet) ADJUSTED
 DE7589  ______________________________________________________________________
 DE7589  GEOID HEIGHT    -        -35.599 (meters)                     GEOID18
 DE7589  DYNAMIC HEIGHT  -        204.189 (meters)      669.91  (feet) COMP
 DE7589  MODELED GRAVITY -    980,418.0   (mgal)                       NAVD 88
 DE7589
 DE7589  VERT ORDER      -  SECOND    CLASS I
 DE7589
 DE7589.The horizontal coordinates were established by autonomous hand held GPS
 DE7589.observations and have an estimated accuracy of +/- 10 meters.
 DE7589
 DE7589.The orthometric height was determined by differential leveling and
 DE7589.adjusted by the WI DEPT OF TRANSP
 DE7589.in May 2012.
 DE7589
 DE7589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7589.GEOID18 height accuracy estimate available here.
 DE7589
 DE7589.Click photographs - Photos may exist for this station.
 DE7589
 DE7589.The dynamic height is computed by dividing the NAVD 88
 DE7589.geopotential number by the normal gravity value computed on the
 DE7589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7589.degrees latitude (g = 980.6199 gals.).
 DE7589
 DE7589.The modeled gravity was interpolated from observed gravity values.
 DE7589
 DE7589;                    North         East    Units  Estimated Accuracy
 DE7589;SPC WI S     -   183,541.      779,378.      MT  (+/- 10 meters HH2 GPS)
 DE7589
 DE7589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3732831143(NAD 83)
 DE7589
 DE7589                          SUPERSEDED SURVEY CONTROL
 DE7589
 DE7589  NAVD 88 (04/20/07)  204.200  (m)          669.95   (f) SUPERSEDED  2 1
 DE7589  NAVD 88 (05/16/03)  204.231  (m)          670.05   (f) SUPERSEDED  2 1
 DE7589
 DE7589.Superseded values are not recommended for survey control.
 DE7589
 DE7589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7589.See file dsdata.pdf to determine how the superseded data were derived.
 DE7589
 DE7589_MARKER: DD = SURVEY DISK
 DE7589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7589_STAMPING: 3Y79 2001
 DE7589_MARK LOGO: WIDT
 DE7589_PROJECTION: FLUSH
 DE7589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7589+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 DE7589
 DE7589  HISTORY     - Date     Condition        Report By
 DE7589  HISTORY     - 20000920 MONUMENTED       WIDT
 DE7589  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 DE7589  HISTORY     - 20060512 GOOD             WIDT
 DE7589
 DE7589                          STATION DESCRIPTION
 DE7589
 DE7589'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7589'THIS STATION IS LOCATED ABOUT 65 KM NORTH-NORTHEAST OF MILWAUKEE, 57
 DE7589'KM EAST-SOUTHEAST OF FOND DU LAC, AND 14 KM SOUTHWEST OF SHEBOYGAN.
 DE7589'OWNERSHIP--TOWN OF WILSON.  TO REACH THE STATION FROM THE JUNCTION OF
 DE7589'INTERSTATE HIGHWAY 43 WITH COUNTY HIGHWAY AA AT EXIT 116 ABOUT 1.6 KM
 DE7589'EAST OF THE VILLAGE OF OOSTBURG, GO WEST ON COUNTY HIGHWAY AA FOR 0.8
 DE7589'KM TO SAUK TRAIL ROAD, TURN RIGHT AND GO NORTH ON SAUK TRAIL ROAD FOR
 DE7589'0.8 KM TO COUNTY HIGHWAY KK AND TOWN LINE ROAD AND THE STATION ON THE
 DE7589'LEFT (WEST). THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7589'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7589'A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1.0
 DE7589'METER BELOW THE ROAD PAVEMENT.    THE STATION IS 7.8 M WEST OF THE
 DE7589'CENTERLINE OF SAUK TRAIL ROAD, 37.2 M NORTH OF THE CENTERLINE OF
 DE7589'COUNTY HIGHWAY KK AND TOWN LINE ROAD, 30.4 M NORTH OF A POWER POLE,
 DE7589'18.3 M WEST OF A POWER POLE --14-23-32 6/1 WISCONSIN POWER AND LIGHT
 DE7589'COMPANY--, 14 M SOUTH OF EXTENDED CENTERLINE OF A PRIVATE ENTRANCE
 DE7589'--W1642--, AND 0.5 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7589'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7589'THAN 20 DEGREES ABOVE THE HORIZON.
 DE7589
 DE7589                          STATION RECOVERY (2003)
 DE7589
 DE7589'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7589'NOT FOUND.  THERE IS NO WITNESS POST PRESENT.
 DE7589
 DE7589                          STATION RECOVERY (2006)
 DE7589
 DE7589'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7589'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 6.8 M SOUTH OF
 DE7589'TELEPHONE PEDESTAL --1541-- AND 0.5 M EAST, 1.0 M NORTH, AND 1.0 M
 DE7589'SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7590 ***********************************************************************
 DE7590  DESIGNATION -  3Y80
 DE7590  PID         -  DE7590
 DE7590  STATE/COUNTY-  WI/SHEBOYGAN
 DE7590  COUNTRY     -  US
 DE7590  USGS QUAD   -  SHEBOYGAN FALLS (2018)
 DE7590
 DE7590                         *CURRENT SURVEY CONTROL
 DE7590  ______________________________________________________________________
 DE7590* NAD 83(1986) POSITION- 43 39 02.6    (N) 087 46 11.2    (W)   HD_HELD2
 DE7590* NAVD 88 ORTHO HEIGHT -   215.678 (meters)      707.60  (feet) ADJUSTED
 DE7590  ______________________________________________________________________
 DE7590  GEOID HEIGHT    -        -35.628 (meters)                     GEOID18
 DE7590  DYNAMIC HEIGHT  -        215.635 (meters)      707.46  (feet) COMP
 DE7590  MODELED GRAVITY -    980,418.8   (mgal)                       NAVD 88
 DE7590
 DE7590  VERT ORDER      -  SECOND    CLASS I
 DE7590
 DE7590.The horizontal coordinates were established by autonomous hand held GPS
 DE7590.observations and have an estimated accuracy of +/- 10 meters.
 DE7590
 DE7590.The orthometric height was determined by differential leveling and
 DE7590.adjusted by the WI DEPT OF TRANSP
 DE7590.in May 2012.
 DE7590
 DE7590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7590.GEOID18 height accuracy estimate available here.
 DE7590
 DE7590.Click photographs - Photos may exist for this station.
 DE7590
 DE7590.The dynamic height is computed by dividing the NAVD 88
 DE7590.geopotential number by the normal gravity value computed on the
 DE7590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7590.degrees latitude (g = 980.6199 gals.).
 DE7590
 DE7590.The modeled gravity was interpolated from observed gravity values.
 DE7590
 DE7590;                    North         East    Units  Estimated Accuracy
 DE7590;SPC WI S     -   185,787.      779,892.      MT  (+/- 10 meters HH2 GPS)
 DE7590
 DE7590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3792233368(NAD 83)
 DE7590
 DE7590                          SUPERSEDED SURVEY CONTROL
 DE7590
 DE7590  NAVD 88 (04/20/07)  215.647  (m)          707.50   (f) SUPERSEDED  2 1
 DE7590  NAVD 88 (05/16/03)  215.680  (m)          707.61   (f) SUPERSEDED  2 1
 DE7590
 DE7590.Superseded values are not recommended for survey control.
 DE7590
 DE7590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7590.See file dsdata.pdf to determine how the superseded data were derived.
 DE7590
 DE7590_MARKER: DD = SURVEY DISK
 DE7590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7590_STAMPING: 3Y80 2001
 DE7590_MARK LOGO: WIDT
 DE7590_PROJECTION: FLUSH
 DE7590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7590+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 DE7590
 DE7590  HISTORY     - Date     Condition        Report By
 DE7590  HISTORY     - 20000921 MONUMENTED       WIDT
 DE7590  HISTORY     - 20031204 GOOD             USPSQD
 DE7590  HISTORY     - 20060512 GOOD             WIDT
 DE7590
 DE7590                          STATION DESCRIPTION
 DE7590
 DE7590'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7590'THIS STATION IS LOCATED ABOUT 57 KM EAST-SOUTHEAST OF FOND DU LAC, 43
 DE7590'KM NORTHEAST OF WEST BEND, AND 13 KM SOUTHWEST OF SHEBOYGAN.
 DE7590'OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7590'OF INTERSTATE HIGHWAY 43 WITH COUNTY HIGHWAY J AND COUNTY HIGHWAY OK
 DE7590'AT EXIT 120 ABOUT 9 KM SOUTH OF THE CITY OF SHEBOYGAN, GO WEST ON
 DE7590'COUNTY HIGHWAY V AND COUNTY HIGHWAY OK FOR 0.2 KM TO WHERE COUNTY
 DE7590'HIGHWAY V CONTINUES WEST AND COUNTY HIGHWAY OK GOES SOUTH, TURN LEFT
 DE7590'AND GO SOUTH ON COUNTY HIGHWAY OK FOR 1.8 KM TO COUNTY HIGHWAY OK
 DE7590'WEST ON THE RIGHT AND FRONTAGE ROAD AHEAD, CONTINUE AHEAD ON FRONTAGE
 DE7590'ROAD FOR 1.0 KM TO THE STATION ON THE LEFT (EAST).  THE STATION IS A
 DE7590'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7590'DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST SET YO A DEPTH
 DE7590'OF 2.4 M DEEP AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DE7590'13.7 M EAST OF THE CENTERLINE OF FRONTAGE ROAD, 80.7 M SOUTH OF THE
 DE7590'TOP CORNER OF THE EAST END OF A 46-CM DIAMETER CORRUGATED METAL
 DE7590'CULVERT PIPE, 19 M WEST OF THE END OF THE PAVEMENT OF SOUTHBOUND
 DE7590'INTERSTATE HIGHWAY 43, 1.6 M WEST OF A R/W FENCE, AND 0.8 M WEST OF A
 DE7590'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7590'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DE7590
 DE7590                          STATION RECOVERY (2003)
 DE7590
 DE7590'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7590'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.05 MILE
 DE7590'SOUTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY TO THE RESIDENCE AT
 DE7590'--8536-- AND 7.2 FEET NORTHWEST OF A 8 INCH DIAMETER WOOD FENCE POST
 DE7590'WITH METAL PIPE BRACE.  NOTE-- THE WITNESS POST IS BROKEN INTO PIECES
 DE7590'AND LYING ON THE GROUND.
 DE7590
 DE7590                          STATION RECOVERY (2006)
 DE7590
 DE7590'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7590'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M WEST, 1.0 M
 DE7590'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7591 ***********************************************************************
 DE7591  DESIGNATION -  3Y81
 DE7591  PID         -  DE7591
 DE7591  STATE/COUNTY-  WI/SHEBOYGAN
 DE7591  COUNTRY     -  US
 DE7591  USGS QUAD   -  SHEBOYGAN FALLS (2018)
 DE7591
 DE7591                         *CURRENT SURVEY CONTROL
 DE7591  ______________________________________________________________________
 DE7591* NAD 83(1986) POSITION- 43 40 05.9    (N) 087 45 43.4    (W)   HD_HELD2
 DE7591* NAVD 88 ORTHO HEIGHT -   217.999 (meters)      715.22  (feet) ADJUSTED
 DE7591  ______________________________________________________________________
 DE7591  GEOID HEIGHT    -        -35.658 (meters)                     GEOID18
 DE7591  DYNAMIC HEIGHT  -        217.957 (meters)      715.08  (feet) COMP
 DE7591  MODELED GRAVITY -    980,419.5   (mgal)                       NAVD 88
 DE7591
 DE7591  VERT ORDER      -  SECOND    CLASS I
 DE7591
 DE7591.The horizontal coordinates were established by autonomous hand held GPS
 DE7591.observations and have an estimated accuracy of +/- 10 meters.
 DE7591
 DE7591.The orthometric height was determined by differential leveling and
 DE7591.adjusted by the WI DEPT OF TRANSP
 DE7591.in May 2012.
 DE7591
 DE7591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7591.GEOID18 height accuracy estimate available here.
 DE7591
 DE7591.Click photographs - Photos may exist for this station.
 DE7591
 DE7591.The dynamic height is computed by dividing the NAVD 88
 DE7591.geopotential number by the normal gravity value computed on the
 DE7591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7591.degrees latitude (g = 980.6199 gals.).
 DE7591
 DE7591.The modeled gravity was interpolated from observed gravity values.
 DE7591
 DE7591;                    North         East    Units  Estimated Accuracy
 DE7591;SPC WI S     -   187,756.      780,462.      MT  (+/- 10 meters HH2 GPS)
 DE7591
 DE7591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3856335315(NAD 83)
 DE7591
 DE7591                          SUPERSEDED SURVEY CONTROL
 DE7591
 DE7591  NAVD 88 (04/20/07)  217.966  (m)          715.11   (f) SUPERSEDED  2 1
 DE7591  NAVD 88 (05/16/03)  218.003  (m)          715.23   (f) SUPERSEDED  2 1
 DE7591
 DE7591.Superseded values are not recommended for survey control.
 DE7591
 DE7591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7591.See file dsdata.pdf to determine how the superseded data were derived.
 DE7591
 DE7591_MARKER: DD = SURVEY DISK
 DE7591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7591_STAMPING: 3Y81 2001
 DE7591_MARK LOGO: WIDT
 DE7591_PROJECTION: FLUSH
 DE7591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7591+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 DE7591
 DE7591  HISTORY     - Date     Condition        Report By
 DE7591  HISTORY     - 20000920 MONUMENTED       WIDT
 DE7591  HISTORY     - 20031204 GOOD             USPSQD
 DE7591  HISTORY     - 20060512 GOOD             WIDT
 DE7591
 DE7591                          STATION DESCRIPTION
 DE7591
 DE7591'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7591'THIS STATION IS LOCATED ABOUT 56 KM EAST-SOUTHEAST OF FOND DU LAC, 42
 DE7591'KM NORTHEAST OF WEST BEND, AND 13 KM SOUTHWEST OF SHEBOYGAN.
 DE7591'OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7591'OF INTERSTATE HIGHWAY 43 WITH COUNTY HIGHWAY V AND COUNTY HIGHWAY OK
 DE7591'AT EXIT 120 ABOUT 9 KM SOUTH OF SHEBOYGAN, GO WEST ON COUNTY HIGHWAY
 DE7591'V AND COUNTY HIGHWAY OK FOR 0.2 KM TO WHERE COUNTY HIGHWAY V
 DE7591'CONTINUES WEST AND COUNTY HIGHWAY OK GOES SOUTH, TURN LEFT AND GO
 DE7591'SOUTH ON COUNTY HIGHWAY OK FOR 0.6 KM TO THE STATION ON THE LEFT
 DE7591'(EAST).  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7591'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7591'A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1.0
 DE7591'M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 9.9 M EAST OF THE
 DE7591'CENTERLINE OF COUNTY HIGHWAY OK, 24.7 M EAST OF A TELEPHONE POLE
 DE7591'--14-23-20 46/33 WISCONSIN POWER AND LIGHT COMPANY--, 24.1 M SOUTH OF
 DE7591'TOP CENTER OF THE EAST END OF A 47-CM DIAMETER CORRUGATED METAL
 DE7591'CULVERT PIPE WITH A PLASTIC INSERT, 19.2 M WEST OF THE ENDGE OF
 DE7591'PAVEMENT OF THE SOUTHBOUND LANES OF INTERSTATE HIGHWAY 43, 4.8 M WEST
 DE7591'OF R/W FENCE, AND 0.9 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7591'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7591'THAN 10 DEGREES ABOVE THE HORIZON.
 DE7591
 DE7591                          STATION RECOVERY (2003)
 DE7591
 DE7591'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7591'RECOVERED IN GOOD CONDITION.
 DE7591
 DE7591                          STATION RECOVERY (2006)
 DE7591
 DE7591'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7591'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 48.5 M NORTHWEST OF
 DE7591'A --SPEED LIMIT 65-- SIGN POST, 21.5 M NORTH-NORTHWEST OF A PIPE
 DE7591'BRACED WOOD RIGHT-OF-WAY FENCE POST WITH THE BRACE AT THE BASE OF THE
 DE7591'POST, 15.0 M NORTH-NORTHWEST OF A BLACK OVER WHITE --WARNING BURIED
 DE7591'CABLE-- POST, AND 0.9 M WEST, 1.0 M SOUTH-SOUTHEAST, AND 1.0 M
 DE7591'NORTH-NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7750 ***********************************************************************
 DE7750  DESIGNATION -  3Y82
 DE7750  PID         -  DE7750
 DE7750  STATE/COUNTY-  WI/SHEBOYGAN
 DE7750  COUNTRY     -  US
 DE7750  USGS QUAD   -  SHEBOYGAN FALLS (2018)
 DE7750
 DE7750                         *CURRENT SURVEY CONTROL
 DE7750  ______________________________________________________________________
 DE7750* NAD 83(1986) POSITION- 43 41 19.0    (N) 087 46 19.6    (W)   HD_HELD2
 DE7750* NAVD 88 ORTHO HEIGHT -   209.515 (meters)      687.38  (feet) ADJUSTED
 DE7750  ______________________________________________________________________
 DE7750  GEOID HEIGHT    -        -35.677 (meters)                     GEOID18
 DE7750  DYNAMIC HEIGHT  -        209.474 (meters)      687.25  (feet) COMP
 DE7750  MODELED GRAVITY -    980,420.7   (mgal)                       NAVD 88
 DE7750
 DE7750  VERT ORDER      -  SECOND    CLASS I
 DE7750
 DE7750.The horizontal coordinates were established by autonomous hand held GPS
 DE7750.observations and have an estimated accuracy of +/- 10 meters.
 DE7750
 DE7750.The orthometric height was determined by differential leveling and
 DE7750.adjusted by the WI DEPT OF TRANSP
 DE7750.in May 2012.
 DE7750
 DE7750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7750.GEOID18 height accuracy estimate available here.
 DE7750
 DE7750.Click photographs - Photos may exist for this station.
 DE7750
 DE7750.The dynamic height is computed by dividing the NAVD 88
 DE7750.geopotential number by the normal gravity value computed on the
 DE7750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7750.degrees latitude (g = 980.6199 gals.).
 DE7750
 DE7750.The modeled gravity was interpolated from observed gravity values.
 DE7750
 DE7750;                    North         East    Units  Estimated Accuracy
 DE7750;SPC WI S     -   189,989.      779,591.      MT  (+/- 10 meters HH2 GPS)
 DE7750
 DE7750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3777337578(NAD 83)
 DE7750
 DE7750                          SUPERSEDED SURVEY CONTROL
 DE7750
 DE7750  NAVD 88 (04/20/07)  209.479  (m)          687.27   (f) SUPERSEDED  2 1
 DE7750  NAVD 88 (05/16/03)  209.522  (m)          687.41   (f) SUPERSEDED  2 1
 DE7750
 DE7750.Superseded values are not recommended for survey control.
 DE7750
 DE7750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7750.See file dsdata.pdf to determine how the superseded data were derived.
 DE7750
 DE7750_MARKER: DD = SURVEY DISK
 DE7750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7750_STAMPING: 3Y82 2001
 DE7750_MARK LOGO: WIDT
 DE7750_PROJECTION: FLUSH
 DE7750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7750+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 DE7750
 DE7750  HISTORY     - Date     Condition        Report By
 DE7750  HISTORY     - 2000     MONUMENTED       WIDT
 DE7750  HISTORY     - 20031206 GOOD             USPSQD
 DE7750  HISTORY     - 20060512 GOOD             WIDT
 DE7750
 DE7750                          STATION DESCRIPTION
 DE7750
 DE7750'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7750'THE STATION IS LOCATED ABOUT 19 KM EAST-NORTHEAST OF CASCADE, 8 KM
 DE7750'NORTH-NORTHEAST OF OOSTBURG AND 8 KM SOUTHWEST OF SHEBOYGAN
 DE7750'OWNERSHIP--TOWN OF WILSON. TO REACH THE STATION FROM THE JUNCTION OF
 DE7750'INTERSTATE 43 WITH STATE HIGHWAY 28 ABOUT 6 KM SOUTHWEST OF THE CITY
 DE7750'OF SHEBOYGAN, GO WEST ON STATE HIGHWAY 28 FOR 1.6 KM TO PRANGE ROAD,
 DE7750'TURN LEFT AND GO SOUTH ON PRANGE ROAD FOR 1.6 KM TO COUNTY HIGHWAY EE
 DE7750'(WEEDEN CREEK ROAD), TURN LEFT AND GO EAST ON COUNTY HIGHWAY EE
 DE7750'(WEEDEN CREEK ROAD) FOR 1.6 KM TO FRONTAGE ROAD, TURN RIGHT AND GO
 DE7750'SOUTH ON FRONTAGE ROAD FOR FOR 1.6 KM TO STAHL ROAD, TURN RIGHT AND
 DE7750'GO WEST ON STAHL ROAD FOR 0.8 KM TO RAILROAD TRACKS AND THE STATION
 DE7750'ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7750'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK, SET IN THE TOP
 DE7750'OF A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.3 M BELOW THE ROAD
 DE7750'PAVEMENT. THE STATION IS 5.6 M NORTH OF THE CENTERLINE OF STAHL ROAD,
 DE7750'40.8 M POWER POLE --NO NUMBER--, 40.3 M EAST OF TWIN TRUNK SLIPPERY
 DE7750'ELM TREE, 16.3 M NORTHWEST OF THE CENTERLINE OF RAILROAD TRACKS AND
 DE7750'STAHL ROAD INTERSECT, 14.2 KM NORTHWEST OF METAL POST FOR A
 DE7750'--RAILROAD CROSSING-- SIGN AND 0.9 M NORTH OF A WHITE PLASTIC WITNESS
 DE7750'POST. THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THEN
 DE7750'15 DEGREES ABOVE THE HORIZON.
 DE7750
 DE7750                          STATION RECOVERY (2003)
 DE7750
 DE7750'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7750'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 29 FEET WEST
 DE7750'OF THE CENTERLINE OF A GATED TRACK ROAD.  NOTE-- THERE IS NO WITNESS
 DE7750'POST PRESENT.
 DE7750
 DE7750                          STATION RECOVERY (2006)
 DE7750
 DE7750'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7750'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.4 M SOUTHWEST OF
 DE7750'THE WEST CHAIN GATE POST AND 0.9 M SOUTH (NOT NORTH), 0.9 M WEST, AND
 DE7750'0.9 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7592 ***********************************************************************
 DE7592  DESIGNATION -  3Y83
 DE7592  PID         -  DE7592
 DE7592  STATE/COUNTY-  WI/SHEBOYGAN
 DE7592  COUNTRY     -  US
 DE7592  USGS QUAD   -  SHEBOYGAN SOUTH (2018)
 DE7592
 DE7592                         *CURRENT SURVEY CONTROL
 DE7592  ______________________________________________________________________
 DE7592* NAD 83(1986) POSITION- 43 42 06.99   (N) 087 43 51.54   (W)   HD_HELD1
 DE7592* NAVD 88 ORTHO HEIGHT -   187.937 (meters)      616.59  (feet) ADJUSTED
 DE7592  ______________________________________________________________________
 DE7592  GEOID HEIGHT    -        -35.739 (meters)                     GEOID18
 DE7592  DYNAMIC HEIGHT  -        187.902 (meters)      616.48  (feet) COMP
 DE7592  MODELED GRAVITY -    980,428.9   (mgal)                       NAVD 88
 DE7592
 DE7592  VERT ORDER      -  SECOND    CLASS I
 DE7592
 DE7592.The horizontal coordinates were determined by differentially corrected
 DE7592.hand held GPS observations or other comparable positioning techniques
 DE7592.and have an estimated accuracy of +/- 3 meters.
 DE7592
 DE7592.The orthometric height was determined by differential leveling and
 DE7592.adjusted by the WI DEPT OF TRANSP
 DE7592.in May 2012.
 DE7592
 DE7592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7592.GEOID18 height accuracy estimate available here.
 DE7592
 DE7592.Click photographs - Photos may exist for this station.
 DE7592
 DE7592.The dynamic height is computed by dividing the NAVD 88
 DE7592.geopotential number by the normal gravity value computed on the
 DE7592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7592.degrees latitude (g = 980.6199 gals.).
 DE7592
 DE7592.The modeled gravity was interpolated from observed gravity values.
 DE7592
 DE7592;                    North         East    Units  Estimated Accuracy
 DE7592;SPC WI S     -   191,559.3     782,865.4     MT  (+/- 3 meters HH1 GPS) 
 DE7592
 DE7592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4110139028(NAD 83)
 DE7592
 DE7592                          SUPERSEDED SURVEY CONTROL
 DE7592
 DE7592  NAVD 88 (04/20/07)  187.898  (m)          616.46   (f) SUPERSEDED  2 1
 DE7592  NAVD 88 (05/16/03)  187.943  (m)          616.61   (f) SUPERSEDED  2 1
 DE7592
 DE7592.Superseded values are not recommended for survey control.
 DE7592
 DE7592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7592.See file dsdata.pdf to determine how the superseded data were derived.
 DE7592
 DE7592_MARKER: DD = SURVEY DISK
 DE7592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7592_STAMPING: 3Y83 2001
 DE7592_MARK LOGO: WIDT
 DE7592_PROJECTION: FLUSH
 DE7592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7592+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DE7592
 DE7592  HISTORY     - Date     Condition        Report By
 DE7592  HISTORY     - 2000     MONUMENTED       WIDT
 DE7592  HISTORY     - 20031207 GOOD             USPSQD
 DE7592  HISTORY     - 20060504 GOOD             WIDT
 DE7592
 DE7592                          STATION DESCRIPTION
 DE7592
 DE7592'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7592'THE STATION IS LOCATED ABOUT 57 KM EAST OF FOND DU LAC, 37 KM SOUTH
 DE7592'OF MANITOWOC AND 5 KM SOUTH OF SHEBOYGAN. OWNERSHIP--CITY OF
 DE7592'SHEBOYGAN. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43
 DE7592'AND STATE HIGHWAY 28(EXIT 123) ABOUT 5 KM SOUTHWEST OF THE CITY OF
 DE7592'SHEBOYGAN, GO WEST ON STATE HIGHWAY 28 FOR 1.6 KM TO PRANGE ROAD,
 DE7592'TURN LEFT AND GO SOUTH ON PRANGE ROAD FOR 1.6 KM TO COUNTY HIGHWAY
 DE7592'EE, TURN LEFT AND GO EAST ON COUNTY HIGHWAY EE FOR 2.9 KM TO COUNTY
 DE7592'HIGHWAY OK, CONTINUE EAST ON COUNTY HIGHWAY EE FOR 1.1 KM TO THE
 DE7592'STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7592'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7592'A 41-CM DIAMETER CONCRETE POST AND IS ABOUT 0.2 M BELOW THE HIGHWAY
 DE7592'PAVEMENT. THE STATION IS 7.6 M SOUTH OF THE CENTERLINE OF COUNTY
 DE7592'HIGHWAY EE, 29.1 M SOUTHWEST OF A FIRE HYDRANT, 24.1 M EAST OF THE
 DE7592'SOUTH END OF A STEEL CULVERT AND 14.5 M SOUTH OF POWER POLE
 DE7592'--14-23-3.3 S/O--. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7592'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7592
 DE7592                          STATION RECOVERY (2003)
 DE7592
 DE7592'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7592'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 115 FEET WEST
 DE7592'OF THE EXTENDED CENTERLINE OF S. 18TH STREET.
 DE7592
 DE7592                          STATION RECOVERY (2006)
 DE7592
 DE7592'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7592'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M NORTH, 1.0 M
 DE7592'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7594 ***********************************************************************
 DE7594  DESIGNATION -  3Y84
 DE7594  PID         -  DE7594
 DE7594  STATE/COUNTY-  WI/SHEBOYGAN
 DE7594  COUNTRY     -  US
 DE7594  USGS QUAD   -  SHEBOYGAN SOUTH (2018)
 DE7594
 DE7594                         *CURRENT SURVEY CONTROL
 DE7594  ______________________________________________________________________
 DE7594* NAD 83(1986) POSITION- 43 43 25.20   (N) 087 43 24.29   (W)   HD_HELD1
 DE7594* NAVD 88 ORTHO HEIGHT -   192.100 (meters)      630.25  (feet) ADJUSTED
 DE7594  ______________________________________________________________________
 DE7594  GEOID HEIGHT    -        -35.780 (meters)                     GEOID18
 DE7594  DYNAMIC HEIGHT  -        192.065 (meters)      630.13  (feet) COMP
 DE7594  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 DE7594
 DE7594  VERT ORDER      -  SECOND    CLASS I
 DE7594
 DE7594.The horizontal coordinates were determined by differentially corrected
 DE7594.hand held GPS observations or other comparable positioning techniques
 DE7594.and have an estimated accuracy of +/- 3 meters.
 DE7594
 DE7594.The orthometric height was determined by differential leveling and
 DE7594.adjusted by the WI DEPT OF TRANSP
 DE7594.in May 2012.
 DE7594
 DE7594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7594.GEOID18 height accuracy estimate available here.
 DE7594
 DE7594.Click photographs - Photos may exist for this station.
 DE7594
 DE7594.The dynamic height is computed by dividing the NAVD 88
 DE7594.geopotential number by the normal gravity value computed on the
 DE7594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7594.degrees latitude (g = 980.6199 gals.).
 DE7594
 DE7594.The modeled gravity was interpolated from observed gravity values.
 DE7594
 DE7594;                    North         East    Units  Estimated Accuracy
 DE7594;SPC WI S     -   193,988.7     783,409.4     MT  (+/- 3 meters HH1 GPS) 
 DE7594
 DE7594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4173241436(NAD 83)
 DE7594
 DE7594                          SUPERSEDED SURVEY CONTROL
 DE7594
 DE7594  NAVD 88 (04/20/07)  192.061  (m)          630.12   (f) SUPERSEDED  2 1
 DE7594  NAVD 88 (05/16/03)  192.103  (m)          630.26   (f) SUPERSEDED  2 1
 DE7594
 DE7594.Superseded values are not recommended for survey control.
 DE7594
 DE7594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7594.See file dsdata.pdf to determine how the superseded data were derived.
 DE7594
 DE7594_MARKER: DD = SURVEY DISK
 DE7594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7594_STAMPING: 3Y84 2001
 DE7594_MARK LOGO: WIDT
 DE7594_PROJECTION: FLUSH
 DE7594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7594+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 DE7594
 DE7594  HISTORY     - Date     Condition        Report By
 DE7594  HISTORY     - 2000     MONUMENTED       WIDT
 DE7594  HISTORY     - 20031207 GOOD             USPSQD
 DE7594  HISTORY     - 20060428 GOOD             WIDT
 DE7594
 DE7594                          STATION DESCRIPTION
 DE7594
 DE7594'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7594'THE STATION IS LOCATED ABOUT 39 KM NORTH OF PORT WASHINGTON,  20 KM
 DE7594'EAST OF PLYMOUTH AND 12 KM NORTHEAST OF OOSTBURG. OWNERSHIP--CITY OF
 DE7594'SHEBOYGAN.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DE7594'HIGHWAY 43 WITH STATE HIGHWAY 28 IN THE CITY OF SHEBOYGAN, GO EAST ON
 DE7594'STATE HIGHWAY 28 FOR 1.8 KM TO WILSON ROAD, TURN RIGHT AND GO EAST ON
 DE7594'WILSON ROAD FOR 0.8 KM TO 14TH STREET AND THE STATION ON THE RIGHT.
 DE7594'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7594'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7594'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT LEVEL WITH
 DE7594'THE STREET PAVEMENT.  THE STATION IS 9.8 M EAST OF THE CENTERLINE OF
 DE7594'14TH STREET, 50.0 M NORTH-NORTHEAST OF WOODEN SIGN--UNITED METHODIST
 DE7594'CHURCH--, 7.7 M SOUTHEAST OF STEEL SIGN POST--NO PARKING--, 63.0 M
 DE7594'NORTH OF THE CENTERLINE OF WILSON ROAD AND 0.3 M WEST OF A WHITE
 DE7594'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7594'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7594
 DE7594                          STATION RECOVERY (2003)
 DE7594
 DE7594'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7594'RECOVERED IN GOOD CONDITION.  CORRECTION-- GO EAST ON STATE HIGHWAY 28
 DE7594'FOR 1.5 MILES (NOT 1.8 KM).  NOTE THERE IS NO WITNESS POST PRESENT, NO
 DE7594'UNITED METHODIST CHURCH SIGN, BUT THERE IS AN IMMACULATE CONCEPTION
 DE7594'PARISH SIGN.
 DE7594
 DE7594                          STATION RECOVERY (2006)
 DE7594
 DE7594'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7633 ***********************************************************************
 DE7633  DESIGNATION -  3Y85
 DE7633  PID         -  DE7633
 DE7633  STATE/COUNTY-  WI/SHEBOYGAN
 DE7633  COUNTRY     -  US
 DE7633  USGS QUAD   -  SHEBOYGAN NORTH (2018)
 DE7633
 DE7633                         *CURRENT SURVEY CONTROL
 DE7633  ______________________________________________________________________
 DE7633* NAD 83(1986) POSITION- 43 47 12.8    (N) 087 43 43.0    (W)   HD_HELD2
 DE7633* NAVD 88 ORTHO HEIGHT -   182.635 (meters)      599.20  (feet) ADJUSTED
 DE7633  ______________________________________________________________________
 DE7633  GEOID HEIGHT    -        -35.874 (meters)                     GEOID18
 DE7633  DYNAMIC HEIGHT  -        182.601 (meters)      599.08  (feet) COMP
 DE7633  MODELED GRAVITY -    980,431.7   (mgal)                       NAVD 88
 DE7633
 DE7633  VERT ORDER      -  SECOND    CLASS I
 DE7633
 DE7633.The horizontal coordinates were established by autonomous hand held GPS
 DE7633.observations and have an estimated accuracy of +/- 10 meters.
 DE7633
 DE7633.The orthometric height was determined by differential leveling and
 DE7633.adjusted by the WI DEPT OF TRANSP
 DE7633.in May 2012.
 DE7633
 DE7633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7633.GEOID18 height accuracy estimate available here.
 DE7633
 DE7633.Click photographs - Photos may exist for this station.
 DE7633
 DE7633.The dynamic height is computed by dividing the NAVD 88
 DE7633.geopotential number by the normal gravity value computed on the
 DE7633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7633.degrees latitude (g = 980.6199 gals.).
 DE7633
 DE7633.The modeled gravity was interpolated from observed gravity values.
 DE7633
 DE7633;                    North         East    Units  Estimated Accuracy
 DE7633;SPC WI S     -   200,999.      782,799.      MT  (+/- 10 meters HH2 GPS)
 DE7633
 DE7633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4137548461(NAD 83)
 DE7633
 DE7633                          SUPERSEDED SURVEY CONTROL
 DE7633
 DE7633  NAVD 88 (04/20/07)  182.593  (m)          599.06   (f) SUPERSEDED  2 1
 DE7633  NAVD 88 (05/16/03)  182.636  (m)          599.20   (f) SUPERSEDED  2 1
 DE7633
 DE7633.Superseded values are not recommended for survey control.
 DE7633
 DE7633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7633.See file dsdata.pdf to determine how the superseded data were derived.
 DE7633
 DE7633_MARKER: DD = SURVEY DISK
 DE7633_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7633_SP_SET: BRIDGE ABUTMENT
 DE7633_STAMPING: 3Y85 2001
 DE7633_MARK LOGO: WIDT
 DE7633_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7633+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 DE7633
 DE7633  HISTORY     - Date     Condition        Report By
 DE7633  HISTORY     - 2001     MONUMENTED       WIDT
 DE7633  HISTORY     - 20060426 GOOD             WIDT
 DE7633
 DE7633                          STATION DESCRIPTION
 DE7633
 DE7633'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7633'THE STATION IS IN SHEBOYGAN.  OWNERSHIP--CITY OF SHEBOYGAN.  TO REACH
 DE7633'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (CALUMET DRIVE)
 DE7633'WITH STATE HIGHWAY 28 AND STATE HIGHWAY 23 (MICHIGAN AVENUE) IN THE
 DE7633'CITY OF SHEBOYGAN, GO NORTH ON STATE HIGHWAY 42 (CALUMET DRIVE) FOR
 DE7633'1.0 KM TO 15TH STREET ON THE RIGHT, TURN RIGHT AND GO NORTH ON 15TH
 DE7633'STREET (LAKE SHORE DRIVE) FOR 2.2 KM TO KOEHLER DRIVE ON THE RIGHT,
 DE7633'CONTINUE NORTH ON 15TH STREET FOR 0.2 KM TO BRIDGE --B-59-66-- OVER
 DE7633'THE PIGEON RIVER AND THE STATION ON THE RIGHT.    THE STATION IS A
 DE7633'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7633'STATION DISK SET IN THE EAST END OF THE NORTH BRIDGE ABUTMENT AND IS
 DE7633'ABOUT 1 METER BELOW THE STREET PAVEMENT LEVEL. THE STATION IS 8.9
 DE7633'METERS EAST OF THE CENTERLINE OF LAKE SHORE DRIVE AND 1.8 METERS
 DE7633'SOUTH OF A WOOD POST FOR A --PIGEON RIVER-- SIGN.
 DE7633'---NOTE---OBSTRUCTIONS TO 50 DEGREES FROM 75 DEGREES AZIMUTH TO 105
 DE7633'DEGREES AZIMUTH.
 DE7633
 DE7633                          STATION RECOVERY (2006)
 DE7633
 DE7633'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7633'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.2 M SOUTH OF A
 DE7633'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7631 ***********************************************************************
 DE7631  DESIGNATION -  3Y86
 DE7631  PID         -  DE7631
 DE7631  STATE/COUNTY-  WI/SHEBOYGAN
 DE7631  COUNTRY     -  US
 DE7631  USGS QUAD   -  SHEBOYGAN NORTH (2018)
 DE7631
 DE7631                         *CURRENT SURVEY CONTROL
 DE7631  ______________________________________________________________________
 DE7631* NAD 83(1986) POSITION- 43 51 54.7    (N) 087 44 03.8    (W)   HD_HELD2
 DE7631* NAVD 88 ORTHO HEIGHT -   194.126 (meters)      636.90  (feet) ADJUSTED
 DE7631  ______________________________________________________________________
 DE7631  GEOID HEIGHT    -        -35.965 (meters)                     GEOID18
 DE7631  DYNAMIC HEIGHT  -        194.090 (meters)      636.78  (feet) COMP
 DE7631  MODELED GRAVITY -    980,434.0   (mgal)                       NAVD 88
 DE7631
 DE7631  VERT ORDER      -  SECOND    CLASS I
 DE7631
 DE7631.The horizontal coordinates were established by autonomous hand held GPS
 DE7631.observations and have an estimated accuracy of +/- 10 meters.
 DE7631
 DE7631.The orthometric height was determined by differential leveling and
 DE7631.adjusted by the WI DEPT OF TRANSP
 DE7631.in May 2012.
 DE7631
 DE7631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7631.GEOID18 height accuracy estimate available here.
 DE7631
 DE7631.Click photographs - Photos may exist for this station.
 DE7631
 DE7631.The dynamic height is computed by dividing the NAVD 88
 DE7631.geopotential number by the normal gravity value computed on the
 DE7631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7631.degrees latitude (g = 980.6199 gals.).
 DE7631
 DE7631.The modeled gravity was interpolated from observed gravity values.
 DE7631
 DE7631;                    North         East    Units  Estimated Accuracy
 DE7631;SPC WI S     -   209,683.      782,098.      MT  (+/- 10 meters HH2 GPS)
 DE7631
 DE7631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4098757162(NAD 83)
 DE7631
 DE7631                          SUPERSEDED SURVEY CONTROL
 DE7631
 DE7631  NAVD 88 (04/20/07)  194.084  (m)          636.76   (f) SUPERSEDED  2 1
 DE7631  NAVD 88 (05/16/03)  194.129  (m)          636.90   (f) SUPERSEDED  2 1
 DE7631
 DE7631.Superseded values are not recommended for survey control.
 DE7631
 DE7631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7631.See file dsdata.pdf to determine how the superseded data were derived.
 DE7631
 DE7631_MARKER: DD = SURVEY DISK
 DE7631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7631_STAMPING: 3Y86 2001
 DE7631_MARK LOGO: WIDT
 DE7631_PROJECTION: FLUSH
 DE7631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7631+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DE7631
 DE7631  HISTORY     - Date     Condition        Report By
 DE7631  HISTORY     - 2001     MONUMENTED       WIDT
 DE7631  HISTORY     - 20031207 GOOD             USPSQD
 DE7631  HISTORY     - 20060104 GOOD             USPSQD
 DE7631  HISTORY     - 20060504 GOOD             WIDT
 DE7631
 DE7631                          STATION DESCRIPTION
 DE7631
 DE7631'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7631'THE STATION IS LOCATED ABOUT 12 KM NORTH OF SHEBOYGAN AND 26 KM
 DE7631'SOUTH-SOUTHWEST OF MANITOWOC.  OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH
 DE7631'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH STATE HIGHWAY
 DE7631'32 IN THE VILLAGE OF HOWARDS GROVE ABOUT 11 KM NORTHWEST OF
 DE7631'SHEBOYGAN, GO NORTH ON STATE HIGHWAY 42 FOR 1.3 KM TO COUNTY HIGHWAY
 DE7631'FF, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY FF FOR 6.4 KM TO COUNTY
 DE7631'HIGHWAY LS, TURN LEFT AND GO NORTH THEN EAST ON COUNTY HIGHWAY LS FOR
 DE7631'1.6 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7631'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7631'IN A 41-CM DIAMETER 2.4 METER DEEP CONCRETE POST ABOUT LEVEL WITH THE
 DE7631'ROAD PAVEMENT. THE STATION IS 12.0 METERS NORTHWEST OF THE CENTERLINE
 DE7631'OF COUNTY HIGHWAY LS, 52.0 METERS SOUTH OF THE SOUTH EDGE OF A
 DE7631'PRIVATE ENTRANCE AT BOX NUMBER --N8982--, 23.3 METERS NORTHWEST OF A
 DE7631'CURVE WARNING SIGN POST AND 0.5 METERS SOUTHEAST OF A WHITE PLASTIC
 DE7631'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7631'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7631
 DE7631                          STATION RECOVERY (2003)
 DE7631
 DE7631'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7631'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS AT THE NORTHERN
 DE7631'END OF THE COUNTY HIGHWAY LS CURVE TO THE NORTH ALONG LAKE MICHIGAN.
 DE7631
 DE7631                          STATION RECOVERY (2006)
 DE7631
 DE7631'RECOVERY NOTE BY US POWER SQUADRON 2006 (FEB)
 DE7631'RECOVERED IN GOOD CONDITION.
 DE7631
 DE7631                          STATION RECOVERY (2006)
 DE7631
 DE7631'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7631'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- TO
 DE7631'REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY LS WITH COUNTY
 DE7631'HIGHWAY FF APPROXIMATELY 0.6 MILE EAST OF THE COMMUNITY OF HAVEN, GO
 DE7631'NORTH ON COUNTY HIGHWAY LS FOR 0.9 MILE TO COUNTY HIGHWAY MM LEFT,
 DE7631'CONTINUE NORTHEAST AND EAST ON COUNTY HIGHWAY LS FOR 0.35 MILE TO THE
 DE7631'STATION ON THE LEFT.
 DE7631'ADD-- THE STATION IS 23.0 M NORTHWEST OF A --RIGHT ARROW-- SIGN POST
 DE7631'AND 0.5 M EAST, 1.0 M NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE
 DE7631'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7784 ***********************************************************************
 DE7784  DESIGNATION -  3Y87
 DE7784  PID         -  DE7784
 DE7784  STATE/COUNTY-  WI/SHEBOYGAN
 DE7784  COUNTRY     -  US
 DE7784  USGS QUAD   -  CLEVELAND WEST (2018)
 DE7784
 DE7784                         *CURRENT SURVEY CONTROL
 DE7784  ______________________________________________________________________
 DE7784* NAD 83(1986) POSITION- 43 52 39.3    (N) 087 45 36.2    (W)   HD_HELD2
 DE7784* NAVD 88 ORTHO HEIGHT -   198.977 (meters)      652.81  (feet) ADJUSTED
 DE7784  ______________________________________________________________________
 DE7784  GEOID HEIGHT    -        -35.954 (meters)                     GEOID18
 DE7784  DYNAMIC HEIGHT  -        198.941 (meters)      652.69  (feet) COMP
 DE7784  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 DE7784
 DE7784  VERT ORDER      -  SECOND    CLASS I
 DE7784
 DE7784.The horizontal coordinates were established by autonomous hand held GPS
 DE7784.observations and have an estimated accuracy of +/- 10 meters.
 DE7784
 DE7784.The orthometric height was determined by differential leveling and
 DE7784.adjusted by the WI DEPT OF TRANSP
 DE7784.in May 2012.
 DE7784
 DE7784.No vertical observational check was made to the station.
 DE7784
 DE7784.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7784.GEOID18 height accuracy estimate available here.
 DE7784
 DE7784.Click photographs - Photos may exist for this station.
 DE7784
 DE7784.The dynamic height is computed by dividing the NAVD 88
 DE7784.geopotential number by the normal gravity value computed on the
 DE7784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7784.degrees latitude (g = 980.6199 gals.).
 DE7784
 DE7784.The modeled gravity was interpolated from observed gravity values.
 DE7784
 DE7784;                    North         East    Units  Estimated Accuracy
 DE7784;SPC WI S     -   211,003.      779,999.      MT  (+/- 10 meters HH2 GPS)
 DE7784
 DE7784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3893758557(NAD 83)
 DE7784
 DE7784                          SUPERSEDED SURVEY CONTROL
 DE7784
 DE7784  NAVD 88 (04/20/07)  198.935  (m)          652.67   (f) SUPERSEDED  2 1
 DE7784  NAVD 88 (05/16/03)  198.981  (m)          652.82   (f) SUPERSEDED  2 1
 DE7784
 DE7784.Superseded values are not recommended for survey control.
 DE7784
 DE7784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7784.See file dsdata.pdf to determine how the superseded data were derived.
 DE7784
 DE7784_MARKER: DD = SURVEY DISK
 DE7784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7784_STAMPING: 3Y87 2001
 DE7784_MARK LOGO: WIDT
 DE7784_PROJECTION: FLUSH
 DE7784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7784+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DE7784
 DE7784  HISTORY     - Date     Condition        Report By
 DE7784  HISTORY     - 20000813 MONUMENTED       WIDT
 DE7784  HISTORY     - 20031207 GOOD             USPSQD
 DE7784  HISTORY     - 20060504 GOOD             WIDT
 DE7784
 DE7784                          STATION DESCRIPTION
 DE7784
 DE7784'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7784'THE STATION IS LOCATED ABOUT 21 KM NORTHEAST OF ELKHART LAKE, 14 KM
 DE7784'NORTH-NORTHEAST OF SHEBOYGAN, AND 4 KM SOUTH-SOUTHEAST OF CLEVELAND.
 DE7784'OWNERSHIP--TOWN OF MOSEL.  TO REACH THE STATION FROM THE JUNCTION OF
 DE7784'INTERSTATE 43 AND COUNTY HIGHWAY XX AT EXIT 137 ABOUT 2 KM NORTHWEST
 DE7784'OF THE VILLAGE OF CLEVELAND, GO WEST ON COUNTY HIGHWAY XX FOR 5.2 KM
 DE7784'TO STATE HIGHWAY 42, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 42 FOR
 DE7784'3.4 KM TO COUNTY LINE ROAD, TURN LEFT AND GO EAST ON COUNTY LINE ROAD
 DE7784'FOR 5.6 KM TO COUNTY HIGHWAY XX (DAIRYLAND ROAD), TURN RIGHT AND GO
 DE7784'SOUTH ON COUNTY HIGHWAY XX (DAIRYLAND ROAD) FOR 1.6 KM TO ORCHARD
 DE7784'ROAD, TURN LEFT AND GO EAST ON ORCHARD ROAD FOR 0.2 KM TO THE STATION
 DE7784'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7784'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7784'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7784'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.5 M SOUTH OF THE
 DE7784'CENTERLINE OF ORCHARD ROAD, 42.3 M SOUTHWEST OF POWER POLE --16-23-4
 DE7784'4/0--, 32.2 M SOUTHEAST OF AN ORANGE AND YELLOW POST FOR AN
 DE7784'--UNDERGROUND CABLE WARNING-- SIGN, 28 M EAST OF AN ORANGE AND YELLOW
 DE7784'POST FOR AN --UNDERGROUND CABLE WARNING-- SIGN, 17 M SOUTHEAST OF THE
 DE7784'CENTERLINE OF A FIELD ENTRANCE, AND 0.7 M NORTH OF A WHITE PLASTIC
 DE7784'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7784'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7784
 DE7784                          STATION RECOVERY (2003)
 DE7784
 DE7784'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7784'RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS POST IS
 DE7784'BROKEN OFF AT GROUND LEVEL AND LYING ON THE GROUND.
 DE7784
 DE7784                          STATION RECOVERY (2006)
 DE7784
 DE7784'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7784'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M NORTH, 1.0 M
 DE7784'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7630 ***********************************************************************
 DE7630  DESIGNATION -  3Y88
 DE7630  PID         -  DE7630
 DE7630  STATE/COUNTY-  WI/SHEBOYGAN
 DE7630  COUNTRY     -  US
 DE7630  USGS QUAD   -  CLEVELAND WEST (2018)
 DE7630
 DE7630                         *CURRENT SURVEY CONTROL
 DE7630  ______________________________________________________________________
 DE7630* NAD 83(1986) POSITION- 43 53 31.9    (N) 087 45 40.4    (W)   HD_HELD2
 DE7630* NAVD 88 ORTHO HEIGHT -   207.035 (meters)      679.25  (feet) ADJUSTED
 DE7630  ______________________________________________________________________
 DE7630  GEOID HEIGHT    -        -35.968 (meters)                     GEOID18
 DE7630  DYNAMIC HEIGHT  -        206.998 (meters)      679.13  (feet) COMP
 DE7630  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 DE7630
 DE7630  VERT ORDER      -  SECOND    CLASS I
 DE7630
 DE7630.The horizontal coordinates were established by autonomous hand held GPS
 DE7630.observations and have an estimated accuracy of +/- 10 meters.
 DE7630
 DE7630.The orthometric height was determined by differential leveling and
 DE7630.adjusted by the WI DEPT OF TRANSP
 DE7630.in May 2012.
 DE7630
 DE7630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7630.GEOID18 height accuracy estimate available here.
 DE7630
 DE7630.Click photographs - Photos may exist for this station.
 DE7630
 DE7630.The dynamic height is computed by dividing the NAVD 88
 DE7630.geopotential number by the normal gravity value computed on the
 DE7630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7630.degrees latitude (g = 980.6199 gals.).
 DE7630
 DE7630.The modeled gravity was interpolated from observed gravity values.
 DE7630
 DE7630;                    North         East    Units  Estimated Accuracy
 DE7630;SPC WI S     -   212,624.      779,862.      MT  (+/- 10 meters HH2 GPS)
 DE7630
 DE7630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3885960180(NAD 83)
 DE7630
 DE7630                          SUPERSEDED SURVEY CONTROL
 DE7630
 DE7630  NAVD 88 (04/20/07)  206.993  (m)          679.11   (f) SUPERSEDED  2 1
 DE7630  NAVD 88 (05/16/03)  207.039  (m)          679.26   (f) SUPERSEDED  2 1
 DE7630
 DE7630.Superseded values are not recommended for survey control.
 DE7630
 DE7630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7630.See file dsdata.pdf to determine how the superseded data were derived.
 DE7630
 DE7630_MARKER: DD = SURVEY DISK
 DE7630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7630_STAMPING: 3Y88 2001
 DE7630_MARK LOGO: WIDT
 DE7630_PROJECTION: FLUSH
 DE7630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7630+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 DE7630
 DE7630  HISTORY     - Date     Condition        Report By
 DE7630  HISTORY     - 2001     MONUMENTED       WIDT
 DE7630  HISTORY     - 20031207 GOOD             USPSQD
 DE7630  HISTORY     - 20060504 GOOD             WIDT
 DE7630
 DE7630                          STATION DESCRIPTION
 DE7630
 DE7630'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7630'THE STATION IS LOCATED ABOUT 22 KM NORTHEAST OF ELKHART LAKE, 16 KM
 DE7630'NORTH-NORTHEAST OF SHEBOYGAN, AND 3 KM SOUTHWEST OF CLEVELAND.
 DE7630'OWNERSHIP--TOWN OF MOSEL. TO REACH THE STATION FROM THE JUNCTION OF
 DE7630'INTERSTATE HIGHWAY 43 AND COUNTY HIGHWAY XX ABOUT 20 KM
 DE7630'NORTH-NORTHWEST OF THE CITY OF SHEBOYGAN, GO WEST ON COUNTY HIGHWAY
 DE7630'XX FOR 5.2 KM TO STATE HIGHWAY 42, TURN LEFT AND GO SOUTH ON STATE
 DE7630'HIGHWAY 42 FOR 3.4 KM TO COUNTY LINE ROAD, TURN LEFT AND GO EAST ON
 DE7630'COUNTY LINE ROAD FOR 5.6 KM TO A T-INTERSECTION WITH COUNTY HIGHWAY
 DE7630'XX (DAIRYLAND ROAD) AND THE STATION IS ON THE RIGHT AND THE EAST SIDE
 DE7630'OF THE INTERSECTION.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7630'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7630'A 41-CM DIAMETER POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.2 M BELOW
 DE7630'THE HIGHWAY PAVEMENT.  THE STATION IS 19.6 M EAST OF THE CENTERLINE
 DE7630'OF COUNTY HIGHWAY XX, 35.7 M EAST OF A --STOP-- SIGN POST, 8.5 M
 DE7630'SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE, 0.7 M NORTH OF A YELLOW
 DE7630'WOOD --R/W-- POST, AND 0.8 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7630'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7630'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7630
 DE7630                          STATION RECOVERY (2003)
 DE7630
 DE7630'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7630'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7630'
 DE7630
 DE7630                          STATION RECOVERY (2006)
 DE7630
 DE7630'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7630'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8.5 M SOUTH OF THE
 DE7630'EXTENDED CENTERLINE OF COUNTY LINE ROAD AND 0.9 M WEST, 0.9 M SOUTH,
 DE7630'AND 0.9 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- COUNTY
 DE7630'HIGHWAY XX DOES NOT GO SOUTH OF THE VILLAGE OF CLEVELAND.  THE STATION
 DE7630'IS ON DAIRYLAND ROAD (NOT COUNTY HIGHWAY XX).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7674 ***********************************************************************
 DE7674  DESIGNATION -  3Y89
 DE7674  PID         -  DE7674
 DE7674  STATE/COUNTY-  WI/MANITOWOC
 DE7674  COUNTRY     -  US
 DE7674  USGS QUAD   -  CLEVELAND EAST (2018)
 DE7674
 DE7674                         *CURRENT SURVEY CONTROL
 DE7674  ______________________________________________________________________
 DE7674* NAD 83(1986) POSITION- 43 55 41.20   (N) 087 43 53.63   (W)   HD_HELD1
 DE7674* NAVD 88 ORTHO HEIGHT -   191.613 (meters)      628.65  (feet) ADJUSTED
 DE7674  ______________________________________________________________________
 DE7674  GEOID HEIGHT    -        -36.030 (meters)                     GEOID18
 DE7674  DYNAMIC HEIGHT  -        191.579 (meters)      628.54  (feet) COMP
 DE7674  MODELED GRAVITY -    980,437.5   (mgal)                       NAVD 88
 DE7674
 DE7674  VERT ORDER      -  SECOND    CLASS I
 DE7674
 DE7674.The horizontal coordinates were determined by differentially corrected
 DE7674.hand held GPS observations or other comparable positioning techniques
 DE7674.and have an estimated accuracy of +/- 3 meters.
 DE7674
 DE7674.The orthometric height was determined by differential leveling and
 DE7674.adjusted by the WI DEPT OF TRANSP
 DE7674.in May 2012.
 DE7674
 DE7674.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7674.GEOID18 height accuracy estimate available here.
 DE7674
 DE7674.Click photographs - Photos may exist for this station.
 DE7674
 DE7674.The dynamic height is computed by dividing the NAVD 88
 DE7674.geopotential number by the normal gravity value computed on the
 DE7674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7674.degrees latitude (g = 980.6199 gals.).
 DE7674
 DE7674.The modeled gravity was interpolated from observed gravity values.
 DE7674
 DE7674;                    North         East    Units  Estimated Accuracy
 DE7674;SPC WI S     -   216,677.1     782,135.1     MT  (+/- 3 meters HH1 GPS) 
 DE7674
 DE7674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4127664148(NAD 83)
 DE7674
 DE7674                          SUPERSEDED SURVEY CONTROL
 DE7674
 DE7674  NAVD 88 (04/20/07)  191.571  (m)          628.51   (f) SUPERSEDED  2 1
 DE7674  NAVD 88 (05/16/03)  191.614  (m)          628.65   (f) SUPERSEDED  2 1
 DE7674
 DE7674.Superseded values are not recommended for survey control.
 DE7674
 DE7674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7674.See file dsdata.pdf to determine how the superseded data were derived.
 DE7674
 DE7674_MARKER: DD = SURVEY DISK
 DE7674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7674_STAMPING: 3Y89 2001
 DE7674_MARK LOGO: WIDT
 DE7674_PROJECTION: FLUSH
 DE7674_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7674+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DE7674
 DE7674  HISTORY     - Date     Condition        Report By
 DE7674  HISTORY     - 2001     MONUMENTED       WIDT
 DE7674  HISTORY     - 20030622 GOOD             USPSQD
 DE7674  HISTORY     - 20060104 GOOD             USPSQD
 DE7674  HISTORY     - 20060425 GOOD             WIDT
 DE7674
 DE7674                          STATION DESCRIPTION
 DE7674
 DE7674'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7674'THE STATION IS LOCATED ABOUT 19 KM SOUTH-SOUTHWEST OF MANITOWOC AND
 DE7674'19 KM NORTH OF SHEBOYGAN.  OWNERSHIP--TOWN OF CENTERVILLE. TO REACH
 DE7674'THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY HIGHWAY XX
 DE7674'(NORTH AVENUE) (AT EXIT 137) ABOUT 18 KM NORTH OF THE CITY OF
 DE7674'SHEBOYGAN, GO EAST ON COUNTY HIGHWAY XX  (NORTH AVENUE) FOR 2.7 KM TO
 DE7674'CENTERVILLE ROAD, TURN LEFT AND GO NORTH ON CENTERVILLE ROAD FOR 0.8
 DE7674'KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DE7674'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7674'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7674'DEEP AND ABOUT 1 METER BELOW THE ROAD PAVEMENT LEVEL.  THE STATION IS
 DE7674'7.5 METERS WEST OF THE CENTERLINE OF CENTERVILLE ROAD, 34.2 METERS
 DE7674'SOUTH OF A 3.5 CM DIAMETER POPLAR TREE, 15.2 METERS NORTHWEST OF
 DE7674'POWER POLE --31-4824-- AND 0.6 METERS EAST OF A WHITE PLASTIC WITNESS
 DE7674'POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7674'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7674
 DE7674                          STATION RECOVERY (2003)
 DE7674
 DE7674'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7674'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE
 DE7674'SOUTH OF A DRIVEWAY TO THE RESIDENCE AT 14020 CENTERVILLE ROAD.
 DE7674'NOTE-- TREES TO THE EAST MAY OBSTRUCT SATELLITE OBSERVATIONS.
 DE7674
 DE7674                          STATION RECOVERY (2006)
 DE7674
 DE7674'RECOVERY NOTE BY US POWER SQUADRON 2006 (FEB)
 DE7674'RECOVERED IN GOOD CONDITION.
 DE7674
 DE7674                          STATION RECOVERY (2006)
 DE7674
 DE7674'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7674'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.41 MILE NORTH OF
 DE7674'NORTH AVENUE, 80.0 M SOUTH OF THE CENTERLINE OF A GRASSY FIELD
 DE7674'ENTRANCE, AND 0.6 M EAST, 1.0 M NORTHWEST, AND 1.0 M SOUTHWEST OF
 DE7674'THREE WHITE PLASTIC WITNESS POSTS.
 DE7674'NOTE1-- THE NUMBER ON POWER POLE --31-4824-- IN THE 2001 DESCRIPTION
 DE7674'WAS NOT FOUND ON THE POLE.  NOTE2-- VISIBLE OBSTRUCTIONS AT THIS
 DE7674'STATION ARE TREES TO THE EAST EXTENDING TO 40 DEGREES ABOVE THE
 DE7674'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7673 ***********************************************************************
 DE7673  DESIGNATION -  3Y90
 DE7673  PID         -  DE7673
 DE7673  STATE/COUNTY-  WI/MANITOWOC
 DE7673  COUNTRY     -  US
 DE7673  USGS QUAD   -  CLEVELAND EAST (2018)
 DE7673
 DE7673                         *CURRENT SURVEY CONTROL
 DE7673  ______________________________________________________________________
 DE7673* NAD 83(1986) POSITION- 43 58 43.59   (N) 087 43 51.99   (W)   HD_HELD1
 DE7673* NAVD 88 ORTHO HEIGHT -   195.749 (meters)      642.22  (feet) ADJUSTED
 DE7673  ______________________________________________________________________
 DE7673  GEOID HEIGHT    -        -36.076 (meters)                     GEOID18
 DE7673  DYNAMIC HEIGHT  -        195.714 (meters)      642.11  (feet) COMP
 DE7673  MODELED GRAVITY -    980,439.2   (mgal)                       NAVD 88
 DE7673
 DE7673  VERT ORDER      -  SECOND    CLASS I
 DE7673
 DE7673.The horizontal coordinates were determined by differentially corrected
 DE7673.hand held GPS observations or other comparable positioning techniques
 DE7673.and have an estimated accuracy of +/- 3 meters.
 DE7673
 DE7673.The orthometric height was determined by differential leveling and
 DE7673.adjusted by the WI DEPT OF TRANSP
 DE7673.in May 2012.
 DE7673
 DE7673.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7673.GEOID18 height accuracy estimate available here.
 DE7673
 DE7673.Click photographs - Photos may exist for this station.
 DE7673
 DE7673.The dynamic height is computed by dividing the NAVD 88
 DE7673.geopotential number by the normal gravity value computed on the
 DE7673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7673.degrees latitude (g = 980.6199 gals.).
 DE7673
 DE7673.The modeled gravity was interpolated from observed gravity values.
 DE7673
 DE7673;                    North         East    Units  Estimated Accuracy
 DE7673;SPC WI S     -   222,305.2     782,018.5     MT  (+/- 3 meters HH1 GPS) 
 DE7673
 DE7673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4136369775(NAD 83)
 DE7673
 DE7673                          SUPERSEDED SURVEY CONTROL
 DE7673
 DE7673  NAVD 88 (04/20/07)  195.706  (m)          642.08   (f) SUPERSEDED  2 1
 DE7673  NAVD 88 (05/16/03)  195.749  (m)          642.22   (f) SUPERSEDED  2 1
 DE7673
 DE7673.Superseded values are not recommended for survey control.
 DE7673
 DE7673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7673.See file dsdata.pdf to determine how the superseded data were derived.
 DE7673
 DE7673_MARKER: DD = SURVEY DISK
 DE7673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7673_STAMPING: 3Y90 2001
 DE7673_MARK LOGO: WIDT
 DE7673_PROJECTION: FLUSH
 DE7673_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7673+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DE7673
 DE7673  HISTORY     - Date     Condition        Report By
 DE7673  HISTORY     - 2001     MONUMENTED       WIDT
 DE7673  HISTORY     - 20030622 GOOD             USPSQD
 DE7673  HISTORY     - 20060425 GOOD             WIDT
 DE7673
 DE7673                          STATION DESCRIPTION
 DE7673
 DE7673'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7673'THE STATION IS LOCATED ABOUT 14 KM SOUTHWEST OF MANITOWOC, 25 KM
 DE7673'NORTH OF SHEBOYGAN.  OWNERSHIP--TOWN OF CENTERVILLE.  TO REACH THE
 DE7673'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY
 DE7673'151 IN THE CITY OF MANITOWOC, GO EAST ON US HIGHWAY 151 FOR 1.0 KM TO
 DE7673'42ND STREET, TURN RIGHT AND GO SOUTH ON 42ND STREET  FOR 7.7 KM TO
 DE7673'GLASS LAKE ROAD, TURN LEFT AND GO SOUTH ON GLASS LAKE ROAD TO FOR 3.2
 DE7673'KM TO COUNTY HIGHWAY F, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY F
 DE7673'FOR 0.5 KM TO CENTERVILLE ROAD AND THE STATION ON THE LEFT. THE
 DE7673'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7673'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7673'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.3 M BELOW THE ROAD
 DE7673'PAVEMENT.  THE STATION IS 9.0 M EAST OF THE CENTERLINE OF CENTERVILLE
 DE7673'ROAD, 59 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY F, 50 M SOUTH OF
 DE7673'A WOOD POST FOR A --STOP-- SIGN, 45 M NORTHEAST OF A POWER POLE
 DE7673'--1723-E3E--, 16 M NORTHEAST OF A WOOD POST FOR A --FARM
 DE7673'TRACTOR--SIGN, 0.5 M WEST OF A CULTIVATED FIELD  AND 0.7 M WEST OF A
 DE7673'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7673'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7673
 DE7673                          STATION RECOVERY (2003)
 DE7673
 DE7673'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7673'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS
 DE7673'POST IS BROKEN AND LYING ON THE GROUND.
 DE7673
 DE7673                          STATION RECOVERY (2006)
 DE7673
 DE7673'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7673'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- TO
 DE7673'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 DE7673'COUNTY HIGHWAY C APPROXIMATELY 1 MILE NORTH OF THE COMMUNITY OF
 DE7673'NEWTON, GO EAST ON COUNTY HIGHWAY C FOR 0.1 MILE TO COUNTY HIGHWAY CR,
 DE7673'TURN RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY CR FOR 0.2 MILE TO GASS
 DE7673'LAKE ROAD LEFT,
 DE7673'TURN LEFT AND GO SOUTH ON GASS LAKE ROAD FOR 1.7 MILES TO COUNTY
 DE7673'HIGHWAY F, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY F FOR 0.5 MILE TO
 DE7673'CENTERVILLE ROAD LEFT, TURN LEFT AND GO SOUTH ON CENTERVILLE ROAD FOR
 DE7673'59 M TO THE STATION ON THE LEFT.  ADD-- THE STATION IS 0.7 M WEST, 1.0
 DE7673'M SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7673'
 DE7673'NOTE-- THE STATION IS 8.2 M (NOT 9.0 M) EAST OF THE CENTERLINE OF
 DE7673'CENTERVILLE ROAD AND 1.3 M (NOT 0.5 M) WEST OF A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0066 ***********************************************************************
 PN0066  TIDAL BM    -  This is a Tidal Bench Mark.
 PN0066  DESIGNATION -  4
 PN0066  PID         -  PN0066
 PN0066  STATE/COUNTY-  WI/BROWN
 PN0066  COUNTRY     -  US
 PN0066  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0066
 PN0066                         *CURRENT SURVEY CONTROL
 PN0066  ______________________________________________________________________
 PN0066* NAD 83(1986) POSITION- 44 30 50.58   (N) 088 00 52.08   (W)   HD_HELD1
 PN0066* NAVD 88 ORTHO HEIGHT -   179.675 (meters)      589.48  (feet) ADJUSTED
 PN0066  ______________________________________________________________________
 PN0066  GEOID HEIGHT    -        -36.241 (meters)                     GEOID18
 PN0066  DYNAMIC HEIGHT  -        179.653 (meters)      589.41  (feet) COMP
 PN0066  MODELED GRAVITY -    980,488.6   (mgal)                       NAVD 88
 PN0066
 PN0066  VERT ORDER      -  SECOND    CLASS I
 PN0066
 PN0066.The horizontal coordinates were determined by differentially corrected
 PN0066.hand held GPS observations or other comparable positioning techniques
 PN0066.and have an estimated accuracy of +/- 3 meters.
 PN0066
 PN0066.The orthometric height was determined by differential leveling and
 PN0066.adjusted by the WI DEPT OF TRANSP
 PN0066.in May 2012.
 PN0066
 PN0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0066.GEOID18 height accuracy estimate available here.
 PN0066
 PN0066.This Tidal Bench Mark is designated as VM 19309
 PN0066.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PN0066
 PN0066.Click photographs - Photos may exist for this station.
 PN0066
 PN0066.The dynamic height is computed by dividing the NAVD 88
 PN0066.geopotential number by the normal gravity value computed on the
 PN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0066.degrees latitude (g = 980.6199 gals.).
 PN0066
 PN0066.The modeled gravity was interpolated from observed gravity values.
 PN0066
 PN0066;                    North         East    Units  Estimated Accuracy
 PN0066;SPC WI C     -    77,569.7     757,848.7     MT  (+/- 3 meters HH1 GPS) 
 PN0066
 PN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1937129470(NAD 83)
 PN0066
 PN0066                          SUPERSEDED SURVEY CONTROL
 PN0066
 PN0066  NAVD 88 (06/15/91)  179.673  (m)          589.48   (f) SUPERSEDED  1 0
 PN0066
 PN0066.Superseded values are not recommended for survey control.
 PN0066
 PN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0066.See file dsdata.pdf to determine how the superseded data were derived.
 PN0066
 PN0066_MARKER: B = BOLT
 PN0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0066_SP_SET: BUILDING FOUNDATION
 PN0066_MARK LOGO: USACE
 PN0066_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0066+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2018
 PN0066
 PN0066  HISTORY     - Date     Condition        Report By
 PN0066  HISTORY     - 1940     MONUMENTED       USACE
 PN0066  HISTORY     - 1972     GOOD             NGS
 PN0066  HISTORY     - 1974     GOOD             NOS
 PN0066  HISTORY     - 1985     GOOD             NGS
 PN0066  HISTORY     - 19940504 GOOD             WI-009
 PN0066  HISTORY     - 20021116 GOOD             USPSQD
 PN0066  HISTORY     - 20040629 GOOD             USPSQD
 PN0066  HISTORY     - 20041107 POOR             USPSQD
 PN0066  HISTORY     - 20050621 GOOD             USPSQD
 PN0066  HISTORY     - 20050803 GOOD             WIDT
 PN0066  HISTORY     - 20060807 GOOD             USPSQD
 PN0066  HISTORY     - 20081120 GOOD             WIDT
 PN0066  HISTORY     - 20150806 GOOD             NGS
 PN0066  HISTORY     - 20151008 GOOD             WIDT
 PN0066  HISTORY     - 20181007 POOR             USPSQD
 PN0066
 PN0066                          STATION DESCRIPTION
 PN0066
 PN0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0066'AT GREEN BAY.
 PN0066'AT GREEN BAY, AT THE INTERSECTION OF WALNUT AND ADAMS STREET, SET
 PN0066'IN THE TOP OF THE SOUTH END OF THE FOUNDATION PROJECTING OUT OF
 PN0066'THE WISCONSIN TELEPHONE COMPANY BUILDING, DIRECTLY UNDER THE
 PN0066'SOUTH EDGE OF THE SOUTH ONE OF 3 WINDOWS SOUTH OF THE WEST
 PN0066'ENTRANCE TO THE BUILDING, 110 FEET NORTH OF THE NORTH CURB OF
 PN0066'WALNUT STREET, 15 FEET EAST OF THE EAST CURB OF ADAMS STREET, 7.4
 PN0066'FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING AND 7 INCHES
 PN0066'ABOVE THE LEVEL OF THE SIDEWALK.
 PN0066
 PN0066                          STATION RECOVERY (1974)
 PN0066
 PN0066'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0066'RECOVERED IN GOOD CONDITION.
 PN0066
 PN0066                          STATION RECOVERY (1985)
 PN0066
 PN0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0066'RECOVERED IN GOOD CONDITION.
 PN0066
 PN0066                          STATION RECOVERY (1994)
 PN0066
 PN0066'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0066'THE WISCONSIN TELEPHONE BUILDING IS NOW THE ASSOCIATED BANK CO.
 PN0066
 PN0066                          STATION RECOVERY (2002)
 PN0066
 PN0066'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0066'RECOVERD IN GOOD CONDITION. THE STATION IS A 1/2 INCH LEAD ROD
 PN0066'EMBEDDED IN THE FOUNDATION.
 PN0066
 PN0066                          STATION RECOVERY (2004)
 PN0066
 PN0066'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0066'MARK IS VERTICAL IN THE FOUNDATION BELOW THE WINDOW. BLDG NOW OFFICES
 PN0066'OF ASSOCIATED KELLOGG BANK
 PN0066
 PN0066                          STATION RECOVERY (2004)
 PN0066
 PN0066'RECOVERY NOTE BY US POWER SQUADRON 2004 (JM)
 PN0066'DIFFICULT TO READ MARK.  ROD IS STILL VISIBLE.
 PN0066
 PN0066                          STATION RECOVERY (2005)
 PN0066
 PN0066'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0066'MARK IS NAIL-BOLT HEAD LOW ON WALL BUT CLEARLY VISIBLE, TO ONE
 PN0066'SQUATTING DOWN TO LOOK. PICTURE SHOW BOLT
 PN0066
 PN0066                          STATION RECOVERY (2005)
 PN0066
 PN0066'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0066'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0066
 PN0066                          STATION RECOVERY (2006)
 PN0066
 PN0066'RECOVERY NOTE BY US POWER SQUADRON 2006
 PN0066'RECOVERED IN GOOD CONDITION.
 PN0066
 PN0066                          STATION RECOVERY (2008)
 PN0066
 PN0066'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PN0066'RECOVERED AS DESCRIBED.
 PN0066
 PN0066                          STATION RECOVERY (2015)
 PN0066
 PN0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (DW)
 PN0066'BLDG. AT 112 NORTH ADAMS ST. IS NOW CALLED ADAMS SQUARE AND HOUSES
 PN0066'UNITED WAY.
 PN0066
 PN0066                          STATION RECOVERY (2015)
 PN0066
 PN0066'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 PN0066'RECOVERED AS DESCRIBED.
 PN0066
 PN0066                          STATION RECOVERY (2018)
 PN0066
 PN0066'RECOVERY NOTE BY US POWER SQUADRON 2018 (OJB)
 PN0066'DESIGNATION IS NO LONGER VISIBLE ON BOLT.  IRREGULAR SHAPE.  COULD
 PN0066'EASILY BE OVERLOOKED AS SOMETHING OTHER THAN A METAL BOLT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0053 ***********************************************************************
 QN0053  DESIGNATION -  4
 QN0053  PID         -  QN0053
 QN0053  STATE/COUNTY-  WI/PRICE
 QN0053  COUNTRY     -  US
 QN0053  USGS QUAD   -  PHILLIPS (2018)
 QN0053
 QN0053                         *CURRENT SURVEY CONTROL
 QN0053  ______________________________________________________________________
 QN0053* NAD 83(1986) POSITION- 45 42 03.     (N) 090 24 47.     (W)   SCALED
 QN0053* NAVD 88 ORTHO HEIGHT -   444.721 (meters)     1459.06  (feet) ADJUSTED
 QN0053  ______________________________________________________________________
 QN0053  GEOID HEIGHT    -        -30.671 (meters)                     GEOID18
 QN0053  DYNAMIC HEIGHT  -        444.698 (meters)     1458.98  (feet) COMP
 QN0053  MODELED GRAVITY -    980,549.6   (mgal)                       NAVD 88
 QN0053
 QN0053  VERT ORDER      -  SECOND    CLASS 0
 QN0053
 QN0053.The horizontal coordinates were scaled from a map and have
 QN0053.an estimated accuracy of +/- 6 seconds.
 QN0053
 QN0053.The orthometric height was determined by differential leveling and
 QN0053.adjusted by the NATIONAL GEODETIC SURVEY
 QN0053.in June 1991.
 QN0053
 QN0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0053.GEOID18 height accuracy estimate available here.
 QN0053
 QN0053.Click photographs - Photos may exist for this station.
 QN0053
 QN0053.The dynamic height is computed by dividing the NAVD 88
 QN0053.geopotential number by the normal gravity value computed on the
 QN0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0053.degrees latitude (g = 980.6199 gals.).
 QN0053
 QN0053.The modeled gravity was interpolated from observed gravity values.
 QN0053
 QN0053;                    North         East    Units  Estimated Accuracy
 QN0053;SPC WI N     -    59,450.      567,830.      MT  (+/- 180 meters Scaled)
 QN0053
 QN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL013640(NAD 83)
 QN0053
 QN0053                          SUPERSEDED SURVEY CONTROL
 QN0053
 QN0053  NGVD 29 (??/??/92)  444.706  (m)         1459.01   (f) ADJ UNCH    2 0
 QN0053
 QN0053.Superseded values are not recommended for survey control.
 QN0053
 QN0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0053.See file dsdata.pdf to determine how the superseded data were derived.
 QN0053
 QN0053_MARKER: DD = SURVEY DISK
 QN0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QN0053_SP_SET: BRIDGE
 QN0053_STAMPING: 4
 QN0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0053+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 QN0053
 QN0053  HISTORY     - Date     Condition        Report By
 QN0053  HISTORY     - UNK      MONUMENTED       WIRRC
 QN0053  HISTORY     - 1934     GOOD             CGS
 QN0053  HISTORY     - 20040904 GOOD             GEOCAC
 QN0053  HISTORY     - 20050304 GOOD             INDIV
 QN0053
 QN0053                          STATION DESCRIPTION
 QN0053
 QN0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0053'1.1 MI N FROM PHILLIPS.
 QN0053'1.1 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0053'MARIE RAILWAY FROM PHILLIPS, PRICE COUNTY, 1 RAIL NORTH OF
 QN0053'MILEPOST 359, AT A BRIDGE, AND IN THE SOUTHWEST CORNER OF THE
 QN0053'CONCRETE BACK WALL OF THE SOUTH ABUTMENT.  A WISCONSIN WATER POWER
 QN0053'AND RAILROAD COMMISSION STANDARD DISK, STAMPED 4.
 QN0053
 QN0053                          STATION RECOVERY (2004)
 QN0053
 QN0053'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 QN0053'WEST END OF SOUTH CONCRETE BACKWALL IS MARKED 358.99. MILE POST 359 IS
 QN0053'NOW NORTH OF THE BRIDGE ON A STEEL POST. THERE IS NO '4' STAMPED ON
 QN0053'THE DISK FOUND AT THIS LOCATION. SINCE THERE IS NO STAMPING TO CONFIRM
 QN0053'THIS IS THE CORRECT STATION, USE WITH CAUTION, IT MAY BE A DIFFERENT
 QN0053'MARK.
 QN0053'
 QN0053
 QN0053                          STATION RECOVERY (2005)
 QN0053
 QN0053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHA)
 QN0053'FOUND MARK AS DESCRIBED, NO STAMPING.  ELEVATION CHECKS TO OTHER AREA
 QN0053'BENCHMARKS.  THIS IS THE CORRECT DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8420 ***********************************************************************
 AB8420  DESIGNATION -  4 LAP
 AB8420  PID         -  AB8420
 AB8420  STATE/COUNTY-  WI/BURNETT
 AB8420  COUNTRY     -  US
 AB8420  USGS QUAD   -  POQUETTES LAKE (2018)
 AB8420
 AB8420                         *CURRENT SURVEY CONTROL
 AB8420  ______________________________________________________________________
 AB8420* NAD 83(2011) POSITION- 45 45 16.93990(N) 092 04 22.89795(W)   ADJUSTED
 AB8420* NAD 83(2011) ELLIP HT-   299.057 (meters)        (06/27/12)   ADJUSTED
 AB8420* NAD 83(2011) EPOCH   -  2010.00
 AB8420* NAVD 88 ORTHO HEIGHT -   327.3   (meters)     1074.    (feet) GPS OBS
 AB8420  ______________________________________________________________________
 AB8420  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8420  GEOID HEIGHT    -        -27.732 (meters)                     GEOID93
 AB8420  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 AB8420  NAD 83(2011) X  -   -161,264.011 (meters)                     COMP
 AB8420  NAD 83(2011) Y  - -4,455,182.725 (meters)                     COMP
 AB8420  NAD 83(2011) Z  -  4,546,480.533 (meters)                     COMP
 AB8420  LAPLACE CORR    -        -14.02  (seconds)                    DEFLEC18
 AB8420
 AB8420  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8420  Standards:
 AB8420         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8420            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8420  -------------------------------------------------------------------
 AB8420  NETWORK    1.45   2.35           0.67   0.48   1.20      0.07119306
 AB8420  -------------------------------------------------------------------
 AB8420  Click here for local accuracies and other accuracy information.
 AB8420
 AB8420.The horizontal coordinates were established by GPS observations
 AB8420.and adjusted by the National Geodetic Survey in June 2012.
 AB8420
 AB8420.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8420.been affixed to the stable North American tectonic plate. See 
 AB8420.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8420
 AB8420.The horizontal coordinates are valid at the epoch date displayed above
 AB8420.which is a decimal equivalence of Year/Month/Day.
 AB8420
 AB8420.The orthometric height was determined by GPS observations and a
 AB8420.high-resolution geoid model.
 AB8420
 AB8420.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8420.GEOID18 height accuracy estimate available here.
 AB8420
 AB8420.Click photographs - Photos may exist for this station.
 AB8420
 AB8420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8420
 AB8420.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8420
 AB8420.The ellipsoidal height was determined by GPS observations
 AB8420.and is referenced to NAD 83.
 AB8420
 AB8420. The following values were computed from the NAD 83(2011) position.
 AB8420
 AB8420;                    North         East     Units Scale Factor Converg.
 AB8420;SPC WI N     -    67,461.426   438,731.308   MT  0.99997118   -1 29 43.5
 AB8420;SPC WI N     -   221,329.70  1,439,404.30   sFT  0.99997118   -1 29 43.5
 AB8420;UTM  15      - 5,067,211.977   572,094.088   MT  0.99966390   +0 39 50.7
 AB8420
 AB8420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8420!SPC WI N     -   0.99995312  x   0.99997118  =   0.99992430
 AB8420!UTM  15      -   0.99995312  x   0.99966390  =   0.99961703
 AB8420
 AB8420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7209467211(NAD 83)
 AB8420
 AB8420                          SUPERSEDED SURVEY CONTROL
 AB8420
 AB8420  NAD 83(2007)-  45 45 16.93998(N)    092 04 22.89864(W) AD(2002.00) 0
 AB8420  ELLIP H (02/10/07)  299.091  (m)                       GP(2002.00)    
 AB8420  NAD 83(1997)-  45 45 16.94000(N)    092 04 22.89949(W) AD(       ) 1
 AB8420  ELLIP H (01/30/03)  299.113  (m)                       GP(       ) 4 1
 AB8420  NAD 83(1991)-  45 45 16.93923(N)    092 04 22.89668(W) AD(       ) 1
 AB8420  ELLIP H (12/09/96)  299.151  (m)                       GP(       ) 4 1
 AB8420
 AB8420.Superseded values are not recommended for survey control.
 AB8420
 AB8420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8420.See file dsdata.pdf to determine how the superseded data were derived.
 AB8420
 AB8420_MARKER: DB = BENCH MARK DISK
 AB8420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB8420_STAMPING: 4 LAP 1979
 AB8420_MARK LOGO: USGS
 AB8420_PROJECTION: RECESSED 6 CENTIMETERS
 AB8420_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8420+SATELLITE: SATELLITE OBSERVATIONS - 1979
 AB8420_ROD/PIPE-DEPTH: 4.57 meters
 AB8420
 AB8420  HISTORY     - Date     Condition        Report By
 AB8420  HISTORY     - 1979     MONUMENTED       USGS
 AB8420
 AB8420                          STATION DESCRIPTION
 AB8420
 AB8420'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 AB8420'THE STATION IS LOCATED 4.6 MI (7.4 KM) SOUTHWEST OF THE INTERSECTION
 AB8420'OF STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO
 AB8420'COUNTY LINE ROAD) , 15.1 MI (24.3 KM) SOUTHEAST OF THE VILLAGE OF
 AB8420'SIREN, 4.3 MI (6.9 KM) SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY
 AB8420'70 AND COUNTY ROAD H, IN THE SOUTHEAST QUARTER OF THE SOUTHEAST
 AB8420'QUARTER, SECTION 22, T38N, R14W, TOWN OF DEWEY.  TO REACH THE STATION
 AB8420'FROM THE INTERSECTION OF STATE HIGHWAY 70 AND COUNTY ROAD H GO SOUTH
 AB8420'ALONG COUNTY ROAD H 4.2 MI (6.8 KM) TO SWISS CHALET ROAD, GO EAST
 AB8420'ALONG SWISS CHALET ROAD 1.0 MI, (1.6 KM) THE STATION IS LOCATED 132
 AB8420'FEET (40.2 M) NORTH OF SWISS CHALET ROAD, 16.5 FEET (5.0 M) WEST OF
 AB8420'DRIVE TO ADDRESS NUMBER 1800.  THIS STATION IS A EXISTING UNITED
 AB8420'STATES GEOLOGICAL SURVEY BENCH MARK DESCRIBED AS A STANDARD ROD
 AB8420'SUPPORTED TABLET WELDED TO .04 FOOT (1.22 CM) COPPER COATED STEEL ROD
 AB8420'DRIVEN 15 FEET (4.6 M) TO REFUSAL, SET IN .42 FOOT (12.80 CM) CLAY
 AB8420'TILE, TABLET SET 6 CM BELOW GROUND SURFACE, STAMPED 4 LAP 1979.
 AB8420'FIBERGLASS WITNESS POST SET ON WEST SIDE OF STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5218 ***********************************************************************
 DK5218  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5218  DESIGNATION -  4 STRUM GPS
 DK5218  PID         -  DK5218
 DK5218  STATE/COUNTY-  WI/TREMPEALEAU
 DK5218  COUNTRY     -  US
 DK5218  USGS QUAD   -  STRUM SE (2018)
 DK5218
 DK5218                         *CURRENT SURVEY CONTROL
 DK5218  ______________________________________________________________________
 DK5218* NAD 83(2011) POSITION- 44 32 37.96287(N) 091 18 24.27334(W)   ADJUSTED
 DK5218* NAD 83(2011) ELLIP HT-   274.207 (meters)        (06/27/12)   ADJUSTED
 DK5218* NAD 83(2011) EPOCH   -  2010.00
 DK5218* NAVD 88 ORTHO HEIGHT -   305.46  (meters)     1002.2   (feet) GPS OBS
 DK5218  ______________________________________________________________________
 DK5218  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5218  GEOID HEIGHT    -        -31.257 (meters)                     GEOID12A
 DK5218  GEOID HEIGHT    -        -31.255 (meters)                     GEOID18
 DK5218  NAD 83(2011) X  -   -103,842.146 (meters)                     COMP
 DK5218  NAD 83(2011) Y  - -4,552,300.569 (meters)                     COMP
 DK5218  NAD 83(2011) Z  -  4,451,556.958 (meters)                     COMP
 DK5218  LAPLACE CORR    -         -5.86  (seconds)                    DEFLEC18
 DK5218
 DK5218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5218  Standards:
 DK5218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5218  -------------------------------------------------------------------
 DK5218  NETWORK    0.33   0.29           0.15   0.11   0.15     -0.03148111
 DK5218  -------------------------------------------------------------------
 DK5218  Click here for local accuracies and other accuracy information.
 DK5218
 DK5218.The horizontal coordinates were established by GPS observations
 DK5218.and adjusted by the National Geodetic Survey in June 2012.
 DK5218
 DK5218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5218.been affixed to the stable North American tectonic plate. See 
 DK5218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5218
 DK5218.The horizontal coordinates are valid at the epoch date displayed above
 DK5218.which is a decimal equivalence of Year/Month/Day.
 DK5218
 DK5218.The orthometric height was determined by GPS observations and a
 DK5218.high-resolution geoid model using precise GPS observation and
 DK5218.processing techniques.
 DK5218
 DK5218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5218.GEOID18 height accuracy estimate available here.
 DK5218
 DK5218.Click photographs - Photos may exist for this station.
 DK5218
 DK5218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5218
 DK5218.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5218
 DK5218.The ellipsoidal height was determined by GPS observations
 DK5218.and is referenced to NAD 83.
 DK5218
 DK5218. The following values were computed from the NAD 83(2011) position.
 DK5218
 DK5218;                    North         East     Units Scale Factor Converg.
 DK5218;SPC WI C     -    79,789.851   496,162.211   MT  0.99995743   -0 55 19.2
 DK5218;SPC WI C     -   261,777.20  1,627,825.52   sFT  0.99995743   -0 55 19.2
 DK5218;UTM  15      - 4,933,677.523   634,509.499   MT  0.99982250   +1 11 16.5
 DK5218
 DK5218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5218!SPC WI C     -   0.99995701  x   0.99995743  =   0.99991444
 DK5218!UTM  15      -   0.99995701  x   0.99982250  =   0.99977952
 DK5218
 DK5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3450933677(NAD 83)
 DK5218
 DK5218                          SUPERSEDED SURVEY CONTROL
 DK5218
 DK5218  ELLIP H (01/19/10)  274.236  (m)                       GP(       ) 3 1
 DK5218  NAD 83(2007)-  44 32 37.96306(N)    091 18 24.27422(W) AD(2002.00) 1
 DK5218  ELLIP H (07/29/08)  274.235  (m)                       GP(2002.00) 3 1
 DK5218  NAVD 88 (07/29/08)  305.46   (m)  GEOID03  model used  GPS OBS        
 DK5218
 DK5218.Superseded values are not recommended for survey control.
 DK5218
 DK5218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5218.See file dsdata.pdf to determine how the superseded data were derived.
 DK5218
 DK5218_MARKER: DD = SURVEY DISK
 DK5218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5218_STAMPING: 4 STRUM GPS 1995
 DK5218_MARK LOGO: WI-121
 DK5218_PROJECTION: FLUSH
 DK5218_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5218+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2011
 DK5218
 DK5218  HISTORY     - Date     Condition        Report By
 DK5218  HISTORY     - 1995     MONUMENTED       WI-121
 DK5218  HISTORY     - 20061031 GOOD             WIDT
 DK5218  HISTORY     - 20111020 GOOD             WIDT
 DK5218
 DK5218                          STATION DESCRIPTION
 DK5218
 DK5218'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5218'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D (5TH AVENUE
 DK5218'NORTH) WITH COUNTY HIGHWAY H (PINE STREET) IN THE VILLAGE OF STRUM, GO
 DK5218'EAST ON COUNTY HIGHWAY H (PINE STREET) FOR 4.2 MI (6.8 KM) TO KARLSTAD
 DK5218'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON KARLSTAD ROAD FOR 0.1 MI
 DK5218'(0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DK5218'TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DK5218'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5218'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.7 M
 DK5218'(28.5 FT) EAST OF THE CENTERLINE OF KARLSTAD ROAD, 23.4 M (76.8 FT)
 DK5218'SOUTH OF THE EAST END OF A 40-CM (16 INCH) DIAMETER CORRUGATED METAL
 DK5218'CULVERT PIPE, 7 M (23.0 FT) NORTH OF A FIELD ENTRANCE, AND 1.0 M (3.3
 DK5218'FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DK5218'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DK5218'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE
 DK5218'SOUTH EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DK5218
 DK5218                          STATION RECOVERY (2011)
 DK5218
 DK5218'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2205 ***********************************************************************
 DP2205  DESIGNATION -  40 763
 DP2205  PID         -  DP2205
 DP2205  STATE/COUNTY-  WI/MILWAUKEE
 DP2205  COUNTRY     -  US
 DP2205  USGS QUAD   -  GREENDALE (2018)
 DP2205
 DP2205                         *CURRENT SURVEY CONTROL
 DP2205  ______________________________________________________________________
 DP2205* NAD 83(1986) POSITION- 42 54 05.61   (N) 087 56 11.57   (W)   HD_HELD1
 DP2205* NAVD 88 ORTHO HEIGHT -   225.758 (meters)      740.67  (feet) ADJUSTED
 DP2205  ______________________________________________________________________
 DP2205  GEOID HEIGHT    -        -34.915 (meters)                     GEOID18
 DP2205  DYNAMIC HEIGHT  -        225.696 (meters)      740.47  (feet) COMP
 DP2205  MODELED GRAVITY -    980,339.7   (mgal)                       NAVD 88
 DP2205
 DP2205  VERT ORDER      -  SECOND    CLASS I
 DP2205
 DP2205.The horizontal coordinates were determined by differentially corrected
 DP2205.hand held GPS observations or other comparable positioning techniques
 DP2205.and have an estimated accuracy of +/- 3 meters.
 DP2205
 DP2205.The orthometric height was determined by differential leveling and
 DP2205.adjusted by the NATIONAL GEODETIC SURVEY
 DP2205.in April 2014.
 DP2205
 DP2205.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2205.GEOID18 height accuracy estimate available here.
 DP2205
 DP2205.Click photographs - Photos may exist for this station.
 DP2205
 DP2205.The dynamic height is computed by dividing the NAVD 88
 DP2205.geopotential number by the normal gravity value computed on the
 DP2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2205.degrees latitude (g = 980.6199 gals.).
 DP2205
 DP2205.The modeled gravity was interpolated from observed gravity values.
 DP2205
 DP2205;                    North         East    Units  Estimated Accuracy
 DP2205;SPC WI S     -   102,239.8     768,502.1     MT  (+/- 3 meters HH1 GPS) 
 DP2205
 DP2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2354150308(NAD 83)
 DP2205
 DP2205                          SUPERSEDED SURVEY CONTROL
 DP2205
 DP2205.No superseded survey control is available for this station.
 DP2205
 DP2205_MARKER: DD = SURVEY DISK
 DP2205_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP2205_SP_SET: PARAPET WALL
 DP2205_STAMPING: 40 763 2013
 DP2205_MARK LOGO: WIDT
 DP2205_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP2205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2205+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2014
 DP2205
 DP2205  HISTORY     - Date     Condition        Report By
 DP2205  HISTORY     - 2012     MONUMENTED       WIDT
 DP2205  HISTORY     - 20131216 GOOD             WIDT
 DP2205  HISTORY     - 20141218 GOOD             WIDT
 DP2205
 DP2205                          STATION DESCRIPTION
 DP2205
 DP2205'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP2205'THE STATION IS LOCATED APPROXIMATELY 5 MI (8.0 KM) NORTHEAST OF
 DP2205'FRANKLIN, 4 MI (6.4 KM) SOUTHWEST OF SOUTH MILWAUKEE AND 4 MI (6.4 KM)
 DP2205'SOUTHEAST OF GREENDALE.
 DP2205'
 DP2205'THE STATION IS LOCATED IN THE CITY OF OAK CREEK AT THE JUNCTION OF
 DP2205'INTERSTATE HIGHWAY 94 AND US HIGHWAY 41 WITH DREXEL AVENUE (EXIT 321).
 DP2205'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2205'VERTICAL CONTROL DISK SET IN THE WEST END OF THE SOUTH PARAPET WALL
 DP2205'FOR THE STRUCTURE B-40-763 OVER INTERSTATE HIGHWAY 94 AND US HIGHWAY
 DP2205'41, ABOUT 1 M (3.3 FT) HIGHER THAN THE SIDEWALK PAVEMENT.
 DP2205'
 DP2205'THE STATION IS 16.6 M (54.5 FT) SOUTH OF THE CONCRETE MEDIAN FOR
 DP2205'DREXEL AVENUE, 7.7 M (25.3 FT) SOUTH OF THE CENTERLINE OF EASTBOUND
 DP2205'DREXEL AVENUE, 6.4 M (21.0 FT) SOUTHEAST OF A WOODEN POST WITH A
 DP2205'-SPEED LIMIT 35- SIGN AND A -WRONG WAY- SIGN OPPOSITE, 5.9 M (19.4 FT)
 DP2205'SOUTHEAST OF A STORM WATER INLET AND 2.4 M (7.9 FT) SOUTH OF THE
 DP2205'DREXEL AVENUE SIDEWALK CURB.
 DP2205'
 DP2205'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP2205'DEGREES ABOVE THE HORIZON.
 DP2205
 DP2205                          STATION RECOVERY (2014)
 DP2205
 DP2205'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DP2205'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5184 ***********************************************************************
 DK5184  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5184  DESIGNATION -  40 ETTRICK E GPS
 DK5184  PID         -  DK5184
 DK5184  STATE/COUNTY-  WI/TREMPEALEAU
 DK5184  COUNTRY     -  US
 DK5184  USGS QUAD   -  HEGG (2018)
 DK5184
 DK5184                         *CURRENT SURVEY CONTROL
 DK5184  ______________________________________________________________________
 DK5184* NAD 83(2011) POSITION- 44 12 30.45825(N) 091 10 22.91545(W)   ADJUSTED
 DK5184* NAD 83(2011) ELLIP HT-   226.191 (meters)        (06/27/12)   ADJUSTED
 DK5184* NAD 83(2011) EPOCH   -  2010.00
 DK5184* NAVD 88 ORTHO HEIGHT -   258.06  (meters)      846.7   (feet) GPS OBS
 DK5184  ______________________________________________________________________
 DK5184  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5184  GEOID HEIGHT    -        -31.869 (meters)                     GEOID12A
 DK5184  GEOID HEIGHT    -        -31.870 (meters)                     GEOID18
 DK5184  NAD 83(2011) X  -    -93,751.165 (meters)                     COMP
 DK5184  NAD 83(2011) Y  - -4,578,558.147 (meters)                     COMP
 DK5184  NAD 83(2011) Z  -  4,424,882.054 (meters)                     COMP
 DK5184  LAPLACE CORR    -         -8.98  (seconds)                    DEFLEC18
 DK5184
 DK5184  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5184  Standards:
 DK5184         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5184            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5184  -------------------------------------------------------------------
 DK5184  NETWORK    0.31   0.29           0.14   0.11   0.15      0.10603701
 DK5184  -------------------------------------------------------------------
 DK5184  Click here for local accuracies and other accuracy information.
 DK5184
 DK5184.The horizontal coordinates were established by GPS observations
 DK5184.and adjusted by the National Geodetic Survey in June 2012.
 DK5184
 DK5184.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5184.been affixed to the stable North American tectonic plate. See 
 DK5184.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5184
 DK5184.The horizontal coordinates are valid at the epoch date displayed above
 DK5184.which is a decimal equivalence of Year/Month/Day.
 DK5184
 DK5184.The orthometric height was determined by GPS observations and a
 DK5184.high-resolution geoid model using precise GPS observation and
 DK5184.processing techniques.
 DK5184
 DK5184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5184.GEOID18 height accuracy estimate available here.
 DK5184
 DK5184.Click photographs - Photos may exist for this station.
 DK5184
 DK5184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5184
 DK5184.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5184
 DK5184.The ellipsoidal height was determined by GPS observations
 DK5184.and is referenced to NAD 83.
 DK5184
 DK5184. The following values were computed from the NAD 83(2011) position.
 DK5184
 DK5184;                    North         East     Units Scale Factor Converg.
 DK5184;SPC WI C     -    42,360.751   506,248.105   MT  1.00000811   -0 49 39.6
 DK5184;SPC WI C     -   138,978.56  1,660,915.66   sFT  1.00000811   -0 49 39.6
 DK5184;UTM  15      - 4,896,649.443   645,962.427   MT  0.99986202   +1 16 26.8
 DK5184
 DK5184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5184!SPC WI C     -   0.99996453  x   1.00000811  =   0.99997264
 DK5184!UTM  15      -   0.99996453  x   0.99986202  =   0.99982656
 DK5184
 DK5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4596296649(NAD 83)
 DK5184
 DK5184                          SUPERSEDED SURVEY CONTROL
 DK5184
 DK5184  NAD 83(2007)-  44 12 30.45833(N)    091 10 22.91628(W) AD(2002.00) 1
 DK5184  ELLIP H (07/29/08)  226.225  (m)                       GP(2002.00) 3 1
 DK5184  NAVD 88 (07/29/08)  258.06   (m)  GEOID03  model used  GPS OBS        
 DK5184
 DK5184.Superseded values are not recommended for survey control.
 DK5184
 DK5184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5184.See file dsdata.pdf to determine how the superseded data were derived.
 DK5184
 DK5184_MARKER: DD = SURVEY DISK
 DK5184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5184_STAMPING: 40 ETTRICK E GPS 1995
 DK5184_MARK LOGO: WI-121
 DK5184_PROJECTION: FLUSH
 DK5184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5184+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2011
 DK5184
 DK5184  HISTORY     - Date     Condition        Report By
 DK5184  HISTORY     - 1995     MONUMENTED       WI-121
 DK5184  HISTORY     - 20061025 GOOD             WIDT
 DK5184  HISTORY     - 20110928 GOOD             WIDT
 DK5184
 DK5184                          STATION DESCRIPTION
 DK5184
 DK5184'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5184'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DK5184'HIGHWAY C ABOUT 5 MI (8.0 KM) NORTHEAST OF THE VILLAGE OF ETTRICK, GO
 DK5184'EAST ON COUNTY HIGHWAY C FOR 3.2 MI (5.1 KM) TO ROGNESS COULEE ROAD ON
 DK5184'THE RIGHT, CONTINUE EAST ON COUNTY HIGHWAY C FOR 0.2 MI (0.3 KM) TO
 DK5184'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY
 DK5184'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DK5184'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DK5184'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.6 M (24.9 FT) SOUTH OF
 DK5184'THE CENTERLINE OF COUNTY HIGHWAY C, 18.8 M (61.7 FT) SOUTH-SOUTHEAST
 DK5184'OF A POWER POLE, 6 M (19.7 FT) EAST OF A FIELD ENTRANCE, 1.5 M (4.9
 DK5184'FT) NORTHWEST OF A CORNER FENCE POST, AND 1.0 M (3.3 FT) SOUTH,
 DK5184'NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5184'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5184'THAN 15 DEGREES ABOVE THE HORIZON.
 DK5184
 DK5184                          STATION RECOVERY (2011)
 DK5184
 DK5184'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0804 ***********************************************************************
 QM0804  DESIGNATION -  4012E18S GPS 0026
 QM0804  PID         -  QM0804
 QM0804  STATE/COUNTY-  WI/FOREST
 QM0804  COUNTRY     -  US
 QM0804  USGS QUAD   -  ANVIL LAKE (2018)
 QM0804
 QM0804                         *CURRENT SURVEY CONTROL
 QM0804  ______________________________________________________________________
 QM0804* NAD 83(2011) POSITION- 45 56 21.20729(N) 089 01 47.93493(W)   ADJUSTED
 QM0804* NAD 83(2011) ELLIP HT-   494.491 (meters)        (06/27/12)   ADJUSTED
 QM0804* NAD 83(2011) EPOCH   -  2010.00
 QM0804* NAVD 88 ORTHO HEIGHT -   526.3   (meters)     1727.    (feet) VERTCON3
 QM0804  ______________________________________________________________________
 QM0804  GEOID HEIGHT    -        -31.932 (meters)                     GEOID18
 QM0804  NAD 83(2011) X  -     75,225.255 (meters)                     COMP
 QM0804  NAD 83(2011) Y  - -4,442,884.032 (meters)                     COMP
 QM0804  NAD 83(2011) Z  -  4,560,907.703 (meters)                     COMP
 QM0804  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 QM0804
 QM0804  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0804  Standards:
 QM0804         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0804            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0804  -------------------------------------------------------------------
 QM0804  NETWORK    2.70   3.90           1.18   0.88   1.99      0.58757400
 QM0804  -------------------------------------------------------------------
 QM0804  Click here for local accuracies and other accuracy information.
 QM0804
 QM0804.The horizontal coordinates were established by GPS observations
 QM0804.and adjusted by the National Geodetic Survey in June 2012.
 QM0804
 QM0804.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0804.been affixed to the stable North American tectonic plate. See 
 QM0804.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0804
 QM0804.The horizontal coordinates are valid at the epoch date displayed above
 QM0804.which is a decimal equivalence of Year/Month/Day.
 QM0804
 QM0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0804
 QM0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0804.GEOID18 height accuracy estimate available here.
 QM0804
 QM0804.Click photographs - Photos may exist for this station.
 QM0804
 QM0804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0804
 QM0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0804
 QM0804.The ellipsoidal height was determined by GPS observations
 QM0804.and is referenced to NAD 83.
 QM0804
 QM0804. The following values were computed from the NAD 83(2011) position.
 QM0804
 QM0804;                    North         East     Units Scale Factor Converg.
 QM0804;SPC WI N     -    86,324.218   675,217.641   MT  0.99995326   +0 41 59.1
 QM0804;SPC WI N     -   283,215.37  2,215,276.54   sFT  0.99995326   +0 41 59.1
 QM0804;UTM  16      - 5,089,298.496   342,642.828   MT  0.99990441   -1 27 32.6
 QM0804
 QM0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0804!SPC WI N     -   0.99992248  x   0.99995326  =   0.99987575
 QM0804!UTM  16      -   0.99992248  x   0.99990441  =   0.99982690
 QM0804
 QM0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4264289298(NAD 83)
 QM0804
 QM0804                          SUPERSEDED SURVEY CONTROL
 QM0804
 QM0804  NAD 83(2007)-  45 56 21.20743(N)    089 01 47.93459(W) AD(2002.00) 0
 QM0804  ELLIP H (02/10/07)  494.512  (m)                       GP(2002.00)    
 QM0804  NAD 83(1997)-  45 56 21.20735(N)    089 01 47.93515(W) AD(       ) 1
 QM0804  ELLIP H (06/17/02)  494.523  (m)                       GP(       ) 3 2
 QM0804  NAD 83(1991)-  45 56 21.20719(N)    089 01 47.93392(W) AD(       ) 1
 QM0804  ELLIP H (10/12/93)  494.463  (m)                       GP(       ) 3 2
 QM0804  NGVD 29 (10/12/93)  526.3    (m)  GEOID93  model used  GPS OBS        
 QM0804
 QM0804.Superseded values are not recommended for survey control.
 QM0804
 QM0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0804.See file dsdata.pdf to determine how the superseded data were derived.
 QM0804
 QM0804_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0804_SETTING: 0 = UNSPECIFIED SETTING
 QM0804_STAMPING: 4012E18S GPS 0026 1991 USDA F.S.
 QM0804_MARK LOGO: USFS
 QM0804_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0804+STABILITY: POSITION/ELEVATION WELL
 QM0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0804+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 QM0804
 QM0804  HISTORY     - Date     Condition        Report By
 QM0804  HISTORY     - 1991     MONUMENTED       USFS
 QM0804  HISTORY     - 20031108 GOOD             GEOCAC
 QM0804  HISTORY     - 20051114 GOOD             WIDT
 QM0804
 QM0804                          STATION DESCRIPTION
 QM0804
 QM0804'DESCRIBED BY US FOREST SERVICE 1991
 QM0804'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0804'HOLE ABOUT 16 INCHES IN DIAMETER AND 6048 INCHES DEEP.  3/4 INCH
 QM0804'DAIMETER BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND TOP SECURITY
 QM0804'ROD WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP
 QM0804'WAS DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS TEN FILLED WITH
 QM0804'CONCRETE FLUSH WITH THE GROUND AND THE ALUMINUM CAP.
 QM0804'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0804'HIGHWAYS 70 AND 45 ON THE EAST SIDE OF EAGLE RIVER, WISCONSIN. ROCEED
 QM0804'EAST ON STATE HIGHWAY 70, 10.70 MILES (17.22 KM) TO FOREST SERVICE
 QM0804'ROAD 2460. THEN SOUTH ON FOREST SERVICE ROAD 2460 0.80 MILES.
 QM0804'(1.29 KM)  THEN WEST 195 FEET (59.4 M) FROM THE CENTERLINE OF FOREST
 QM0804'SERVICE ROAD 2460 TO THE STATION. THERE IS A STEEL SIGN POST 1.00
 QM0804'FEET (0.30 M) NORTHWEST OF THE STATION.
 QM0804
 QM0804                          STATION RECOVERY (2003)
 QM0804
 QM0804'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QM0804'RECOVERED IN GOOD CONDITION.
 QM0804
 QM0804                          STATION RECOVERY (2005)
 QM0804
 QM0804'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0804'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0805 ***********************************************************************
 QM0805  DESIGNATION -  4016E07S GPS 0027
 QM0805  PID         -  QM0805
 QM0805  STATE/COUNTY-  WI/FLORENCE
 QM0805  COUNTRY     -  US
 QM0805  USGS QUAD   -  LONG LAKE NE (2018)
 QM0805
 QM0805                         *CURRENT SURVEY CONTROL
 QM0805  ______________________________________________________________________
 QM0805* NAD 83(2011) POSITION- 45 57 24.23499(N) 088 32 56.56028(W)   ADJUSTED
 QM0805* NAD 83(2011) ELLIP HT-   430.900 (meters)        (06/27/12)   ADJUSTED
 QM0805* NAD 83(2011) EPOCH   -  2010.00
 QM0805* NAVD 88 ORTHO HEIGHT -   463.6   (meters)     1521.    (feet) VERTCON3
 QM0805  ______________________________________________________________________
 QM0805  GEOID HEIGHT    -        -32.849 (meters)                     GEOID18
 QM0805  NAD 83(2011) X  -    112,478.938 (meters)                     COMP
 QM0805  NAD 83(2011) Y  - -4,440,653.634 (meters)                     COMP
 QM0805  NAD 83(2011) Z  -  4,562,215.163 (meters)                     COMP
 QM0805  LAPLACE CORR    -         -6.02  (seconds)                    DEFLEC18
 QM0805
 QM0805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0805  Standards:
 QM0805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0805  -------------------------------------------------------------------
 QM0805  NETWORK    1.58   3.29           0.72   0.55   1.68     -0.01513767
 QM0805  -------------------------------------------------------------------
 QM0805  Click here for local accuracies and other accuracy information.
 QM0805
 QM0805.The horizontal coordinates were established by GPS observations
 QM0805.and adjusted by the National Geodetic Survey in June 2012.
 QM0805
 QM0805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0805.been affixed to the stable North American tectonic plate. See 
 QM0805.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0805
 QM0805.The horizontal coordinates are valid at the epoch date displayed above
 QM0805.which is a decimal equivalence of Year/Month/Day.
 QM0805
 QM0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0805
 QM0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0805.GEOID18 height accuracy estimate available here.
 QM0805
 QM0805.Click photographs - Photos may exist for this station.
 QM0805
 QM0805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0805
 QM0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0805
 QM0805.The ellipsoidal height was determined by GPS observations
 QM0805.and is referenced to NAD 83.
 QM0805
 QM0805. The following values were computed from the NAD 83(2011) position.
 QM0805
 QM0805;                    North         East     Units Scale Factor Converg.
 QM0805;SPC WI N     -    88,838.139   712,471.731   MT  0.99995210   +1 02 48.0
 QM0805;SPC WI N     -   291,463.13  2,337,501.00   sFT  0.99995210   +1 02 48.0
 QM0805;UTM  16      - 5,090,406.682   379,960.906   MT  0.99977714   -1 06 49.0
 QM0805
 QM0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0805!SPC WI N     -   0.99993245  x   0.99995210  =   0.99988456
 QM0805!UTM  16      -   0.99993245  x   0.99977714  =   0.99970961
 QM0805
 QM0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7996090406(NAD 83)
 QM0805
 QM0805                          SUPERSEDED SURVEY CONTROL
 QM0805
 QM0805  NAD 83(2007)-  45 57 24.23537(N)    088 32 56.56140(W) AD(2002.00) 0
 QM0805  ELLIP H (02/10/07)  430.914  (m)                       GP(2002.00)    
 QM0805  NAD 83(1997)-  45 57 24.23530(N)    088 32 56.56175(W) AD(       ) 1
 QM0805  ELLIP H (06/17/02)  430.930  (m)                       GP(       ) 3 2
 QM0805  NAD 83(1991)-  45 57 24.23532(N)    088 32 56.56056(W) AD(       ) 1
 QM0805  ELLIP H (10/12/93)  430.865  (m)                       GP(       ) 3 2
 QM0805  NGVD 29 (10/12/93)  463.6    (m)  GEOID93  model used  GPS OBS        
 QM0805
 QM0805.Superseded values are not recommended for survey control.
 QM0805
 QM0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0805.See file dsdata.pdf to determine how the superseded data were derived.
 QM0805
 QM0805_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QM0805_SETTING: 0 = UNSPECIFIED SETTING
 QM0805_STAMPING: 4016E07S GPS 0027 1991 USDA F.S.
 QM0805_MARK LOGO: USFS
 QM0805_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0805+STABILITY: POSITION/ELEVATION WELL
 QM0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0805+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 QM0805
 QM0805  HISTORY     - Date     Condition        Report By
 QM0805  HISTORY     - 1991     MONUMENTED       USFS
 QM0805  HISTORY     - 20031108 GOOD             GEOCAC
 QM0805  HISTORY     - 20051114 GOOD             WIDT
 QM0805
 QM0805                          STATION DESCRIPTION
 QM0805
 QM0805'DESCRIBED BY US FOREST SERVICE 1991
 QM0805'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 QM0805'HOLE ABOUT 16 INCHES IN DIAMETER AND 60 INCHES DEEP.  3/4 INCH
 QM0805'DIAMETER BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND TOP SECURITY
 QM0805'ROD WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETERDOMED ALUMINUM CAP
 QM0805'WAS DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 QM0805'CONCRETE FLUSH WITH THE GROUND AND THE ALUMINUM CAP.
 QM0805'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 QM0805'HIGHWAY 70 AND FOREST SERVICE ROAD 2450 IN THE TOWN OF TIPLER,
 QM0805'WISCONSIN.  PROCEED EAST ON STATE HIGHWAY 70, 3.70 MILES (5.95 KM) TO
 QM0805'FOREST SERVICE ROAD 2152.  THEN NORTH ON FOREST SERVICE ROAD 2152,
 QM0805'2.30 MILES (3.70 KM) TO FOREST SERVICE ROAD 2443.  THEN EAST ON
 QM0805'FOREST SERVICE ROAD 2443, 0.80 MILES (1.29 KM) TO FOREST SERVICE ROAD
 QM0805'2446.  THEN NORTH ON FOREST SERVICE ROAD 2446, 0.30 MILES (0.48 KM)
 QM0805'TO AN UN-NUMBERED FOREST SERVICE SPEC ROAD.  THEN EAST ON THE
 QM0805'UN-NUMBERED FOREST SERVICE ROAD 0.20 MILES. (0.32 KM) THEN EAST 110
 QM0805'FEET (33.5 M) FROM THE CENTERLINE OF THE UN-NUMBERED FOREST SERVICE
 QM0805'ROAD TO THE STATION.
 QM0805
 QM0805                          STATION RECOVERY (2003)
 QM0805
 QM0805'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QM0805'RECOVERED IN GOOD CONDITION.
 QM0805
 QM0805                          STATION RECOVERY (2005)
 QM0805
 QM0805'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0805'RECOVERED IN GOOD CONDITION.   ADD THE PREVIOUSLY UNNAMED FOREST
 QM0805'SERVICE SPEC ROAD IS NOW NAMED FOREST SERVICE ROAD  2446A--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1695 ***********************************************************************
 RN1695  DESIGNATION -  404
 RN1695  PID         -  RN1695
 RN1695  STATE/COUNTY-  WI/DOUGLAS
 RN1695  COUNTRY     -  US
 RN1695  USGS QUAD   -  SUPERIOR (2018)
 RN1695
 RN1695                         *CURRENT SURVEY CONTROL
 RN1695  ______________________________________________________________________
 RN1695* NAD 83(2011) POSITION- 46 44 23.66125(N) 092 07 28.53891(W)   ADJUSTED
 RN1695* NAD 83(2011) ELLIP HT-   156.341 (meters)        (06/27/12)   ADJUSTED
 RN1695* NAD 83(2011) EPOCH   -  2010.00
 RN1695* NAVD 88 ORTHO HEIGHT -   184.3   (meters)      605.    (feet) VERTCON3
 RN1695  ______________________________________________________________________
 RN1695  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 RN1695  NAD 83(2011) X  -   -162,337.368 (meters)                     COMP
 RN1695  NAD 83(2011) Y  - -4,375,886.369 (meters)                     COMP
 RN1695  NAD 83(2011) Z  -  4,622,111.264 (meters)                     COMP
 RN1695  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 RN1695
 RN1695  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RN1695  Standards:
 RN1695         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RN1695            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RN1695  -------------------------------------------------------------------
 RN1695  NETWORK    1.94   2.16           0.53   0.93   1.10     -0.24037927
 RN1695  -------------------------------------------------------------------
 RN1695  Click here for local accuracies and other accuracy information.
 RN1695
 RN1695.The horizontal coordinates were established by GPS observations
 RN1695.and adjusted by the National Geodetic Survey in June 2012.
 RN1695
 RN1695.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RN1695.been affixed to the stable North American tectonic plate. See 
 RN1695.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RN1695
 RN1695.The horizontal coordinates are valid at the epoch date displayed above
 RN1695.which is a decimal equivalence of Year/Month/Day.
 RN1695
 RN1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1695
 RN1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1695.GEOID18 height accuracy estimate available here.
 RN1695
 RN1695.Click photographs - Photos may exist for this station.
 RN1695
 RN1695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1695
 RN1695.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1695
 RN1695.The ellipsoidal height was determined by GPS observations
 RN1695.and is referenced to NAD 83.
 RN1695
 RN1695. The following values were computed from the NAD 83(2011) position.
 RN1695
 RN1695;                    North         East     Units Scale Factor Converg.
 RN1695;SPC WI N     -   177,034.801   437,649.536   MT  0.99999522   -1 31 57.4
 RN1695;SPC WI N     -   580,821.68  1,435,855.19   sFT  0.99999522   -1 31 57.4
 RN1695;UTM  15      - 5,176,633.522   566,875.358   MT  0.99965497   +0 38 15.1
 RN1695
 RN1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1695!SPC WI N     -   0.99997549  x   0.99999522  =   0.99997071
 RN1695!UTM  15      -   0.99997549  x   0.99965497  =   0.99963047
 RN1695
 RN1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6687576633(NAD 83)
 RN1695
 RN1695                          SUPERSEDED SURVEY CONTROL
 RN1695
 RN1695  NAD 83(2007)-  46 44 23.66142(N)    092 07 28.53988(W) AD(2002.00) 0
 RN1695  ELLIP H (02/10/07)  156.369  (m)                       GP(2002.00)    
 RN1695  NAD 83(1996)-  46 44 23.66109(N)    092 07 28.54035(W) AD(       ) 2
 RN1695  ELLIP H (03/16/99)  156.420  (m)                       GP(       ) 4 1
 RN1695  NAD 83(1991)-  46 44 23.66129(N)    092 07 28.53946(W) AD(       ) 2
 RN1695  ELLIP H (11/21/91)  156.323  (m)                       GP(       ) 4 1
 RN1695  NAD 83(1986)-  46 44 23.65706(N)    092 07 28.53996(W) AD(       ) 2
 RN1695  NGVD 29 (05/23/89)  184.3    (m)  RAPSU86  model used  GPS OBS        
 RN1695
 RN1695.Superseded values are not recommended for survey control.
 RN1695
 RN1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1695.See file dsdata.pdf to determine how the superseded data were derived.
 RN1695
 RN1695_MARKER: DD = SURVEY DISK
 RN1695_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RN1695_STAMPING: 404
 RN1695_MARK LOGO: USACE
 RN1695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1695+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RN1695
 RN1695  HISTORY     - Date     Condition        Report By
 RN1695  HISTORY     - 1988     MONUMENTED       USACE
 RN1695
 RN1695                          STATION DESCRIPTION
 RN1695
 RN1695'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988
 RN1695'THE STATION IS SITUATED IN SUPERIOR, WI, ON THE MOST WESTERLY PIER
 RN1695'ON THE SUPERIOR SIDE OF ST LOUIS BAY.  THE PIER IS OPERATED BY THE
 RN1695'INCAN CO.
 RN1695'TO REACH THE STATION FROM THE INTERSECTION OF WINTER STREET AND
 RN1695'BUSINESS ROUTE 53, PROCEED WEST ON WINTER STREET FOR APPROXIMATELY 1.5
 RN1695'KM (0.95 MI) TO A SIDEROAD RIGHT.  CONTINUE IN A NORTHERLY DIRECTION
 RN1695'ACROSS THE RAILWAY TRACKS FOR APPROXIMATELY 1.3 KM (0.80 MI) TO THE
 RN1695'END OF THE PIER AND THE STATION.
 RN1695'THE STATION IS SET ON THE TAIL OF A CONCRETE BUFFER AT THE END OF A
 RN1695'CRANE RAIL.  IT IS 0.7 M (2.3 FT) FROM THE END OF THE PIER.
 RN1695'THE STATION IS A CORPS OF ENGINEERS US ARMY DISK SET FLUSH WITH THE
 RN1695'CONCRETE SURFACE OF THE BUFFER.  THE DISK IS STAMPED 404.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9035 ***********************************************************************
 DQ9035  DESIGNATION -  41 001 A
 DQ9035  PID         -  DQ9035
 DQ9035  STATE/COUNTY-  WI/MONROE
 DQ9035  COUNTRY     -  US
 DQ9035  USGS QUAD   -  SPARTA (2018)
 DQ9035
 DQ9035                         *CURRENT SURVEY CONTROL
 DQ9035  ______________________________________________________________________
 DQ9035* NAD 83(1986) POSITION- 43 56 59.07   (N) 090 48 49.05   (W)   HD_HELD1
 DQ9035* NAVD 88 ORTHO HEIGHT -   241.106 (meters)      791.03  (feet) ADJUSTED
 DQ9035  ______________________________________________________________________
 DQ9035  GEOID HEIGHT    -        -33.114 (meters)                     GEOID18
 DQ9035  DYNAMIC HEIGHT  -        241.059 (meters)      790.87  (feet) COMP
 DQ9035  MODELED GRAVITY -    980,417.3   (mgal)                       NAVD 88
 DQ9035
 DQ9035  VERT ORDER      -  SECOND    CLASS I
 DQ9035
 DQ9035.The horizontal coordinates were determined by differentially corrected
 DQ9035.hand held GPS observations or other comparable positioning techniques
 DQ9035.and have an estimated accuracy of +/- 3 meters.
 DQ9035
 DQ9035.The orthometric height was determined by differential leveling and
 DQ9035.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9035.in September 2018.
 DQ9035
 DQ9035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9035.GEOID18 height accuracy estimate available here.
 DQ9035
 DQ9035.Click photographs - Photos may exist for this station.
 DQ9035
 DQ9035.The dynamic height is computed by dividing the NAVD 88
 DQ9035.geopotential number by the normal gravity value computed on the
 DQ9035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9035.degrees latitude (g = 980.6199 gals.).
 DQ9035
 DQ9035.The modeled gravity was interpolated from observed gravity values.
 DQ9035
 DQ9035;                    North         East    Units  Estimated Accuracy
 DQ9035;SPC WI S     -   216,921.5     534,689.6     MT  (+/- 3 meters HH1 GPS) 
 DQ9035
 DQ9035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7544068614(NAD 83)
 DQ9035
 DQ9035                          SUPERSEDED SURVEY CONTROL
 DQ9035
 DQ9035.No superseded survey control is available for this station.
 DQ9035
 DQ9035_MARKER: DV = VERTICAL CONTROL DISK
 DQ9035_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9035_SP_SET: BRIDGE ABUTMENT
 DQ9035_STAMPING: 41 001 A 1999
 DQ9035_MARK LOGO: WIDT
 DQ9035_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9035+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2018
 DQ9035
 DQ9035  HISTORY     - Date     Condition        Report By
 DQ9035  HISTORY     - 1999     MONUMENTED       WIDT
 DQ9035  HISTORY     - 20180508 GOOD             WIDT
 DQ9035
 DQ9035                          STATION DESCRIPTION
 DQ9035
 DQ9035'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9035'THE STATION IS LOCATED IN THE CITY OF SPARTA, ABOUT 15 MI (24.1 KM)
 DQ9035'WEST OF TOMAH AND 14 MI (22.5 KM) EAST OF WEST SALEM.
 DQ9035'
 DQ9035'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND STATE
 DQ9035'HIGHWAY 71 (WISCONSIN STREET) WITH STATE HIGHWAY 21 (WATER STREET) IN
 DQ9035'THE CITY OF SPARTA, GO NORTH ON STATE HIGHWAY 21 (WATER STREET) FOR
 DQ9035'0.75 MI (1.21 KM) TO STATE HIGHWAY 21 EAST (MONTGOMERY STREET).  TURN
 DQ9035'LEFT AND GO WEST ON MONTGOMERY STREET FOR 0.05 MI (0.08 KM) TO A
 DQ9035'BRIDGE OVER BEAVER CREEK AND THE STATION ON THE LEFT.
 DQ9035'
 DQ9035'THE STATION IS 9.1 M (29.9 FT) SOUTH OF THE CENTERLINE OF MONTGOMERY
 DQ9035'STREET, 23 M (75.5 FT) WEST OF THE EXTENDED CENTER OF SPRING STREET,
 DQ9035'16.4 M (53.8 FT) EAST OF A METAL POST FOR A -JCT COUNTY B- SIGN AND
 DQ9035'0.4 M (1.3 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST THAT IS
 DQ9035'ATTACHED TO AN END POST FOR A 4 FT (1.2 M) CYCLONE FENCE.
 DQ9035'
 DQ9035'NOTE-THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9035'VERTICAL CONTROL DISK SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST
 DQ9035'ABUTMENT OF THE BRIDGE -B-41-001-99-, ABOUT LEVEL WITH THE STREET
 DQ9035'PAVEMENT GRADE.
 DQ9035'
 DQ9035'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING HIGHER
 DQ9035'THAN 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9038 ***********************************************************************
 DQ9038  DESIGNATION -  41 173 A
 DQ9038  PID         -  DQ9038
 DQ9038  STATE/COUNTY-  WI/MONROE
 DQ9038  COUNTRY     -  US
 DQ9038  USGS QUAD   -  SPARTA (2018)
 DQ9038
 DQ9038                         *CURRENT SURVEY CONTROL
 DQ9038  ______________________________________________________________________
 DQ9038* NAD 83(1986) POSITION- 43 56 30.95   (N) 090 48 13.29   (W)   HD_HELD1
 DQ9038* NAVD 88 ORTHO HEIGHT -   236.342 (meters)      775.40  (feet) ADJUSTED
 DQ9038  ______________________________________________________________________
 DQ9038  GEOID HEIGHT    -        -33.149 (meters)                     GEOID18
 DQ9038  DYNAMIC HEIGHT  -        236.296 (meters)      775.25  (feet) COMP
 DQ9038  MODELED GRAVITY -    980,417.5   (mgal)                       NAVD 88
 DQ9038
 DQ9038  VERT ORDER      -  SECOND    CLASS I
 DQ9038
 DQ9038.The horizontal coordinates were determined by differentially corrected
 DQ9038.hand held GPS observations or other comparable positioning techniques
 DQ9038.and have an estimated accuracy of +/- 3 meters.
 DQ9038
 DQ9038.The orthometric height was determined by differential leveling and
 DQ9038.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9038.in September 2018.
 DQ9038
 DQ9038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9038.GEOID18 height accuracy estimate available here.
 DQ9038
 DQ9038.Click photographs - Photos may exist for this station.
 DQ9038
 DQ9038.The dynamic height is computed by dividing the NAVD 88
 DQ9038.geopotential number by the normal gravity value computed on the
 DQ9038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9038.degrees latitude (g = 980.6199 gals.).
 DQ9038
 DQ9038.The modeled gravity was interpolated from observed gravity values.
 DQ9038
 DQ9038;                    North         East    Units  Estimated Accuracy
 DQ9038;SPC WI S     -   216,045.9     535,478.6     MT  (+/- 3 meters HH1 GPS) 
 DQ9038
 DQ9038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7626067768(NAD 83)
 DQ9038
 DQ9038                          SUPERSEDED SURVEY CONTROL
 DQ9038
 DQ9038.No superseded survey control is available for this station.
 DQ9038
 DQ9038_MARKER: DV = VERTICAL CONTROL DISK
 DQ9038_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9038_SP_SET: BRIDGE ABUTMENT
 DQ9038_STAMPING: 41 173 A 1989
 DQ9038_MARK LOGO: WIDT
 DQ9038_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9038+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2018
 DQ9038
 DQ9038  HISTORY     - Date     Condition        Report By
 DQ9038  HISTORY     - 1989     MONUMENTED       WIDT
 DQ9038  HISTORY     - 20180502 GOOD             WIDT
 DQ9038
 DQ9038                          STATION DESCRIPTION
 DQ9038
 DQ9038'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9038'THE STATION IS LOCATED IN THE CITY OF SPARTA, ABOUT 15 MI (24.1 KM)
 DQ9038'WEST OF TOMAH AND 14 MI (22.5 KM) EAST OF WEST SALEM.
 DQ9038'
 DQ9038'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND STATE
 DQ9038'HIGHWAY 71 (WISCONSIN STREET) WITH STATE HIGHWAY 21 (WATER STREET) IN
 DQ9038'THE CITY OF SPARTA, GO EAST ON STATE HIGHWAY 16 AND STATE HIGHWAY 71
 DQ9038'(WISCONSIN STREET) FOR 0.4 MI (0.6 KM) TO EAST AVENUE.  TURN LEFT AND
 DQ9038'GO NORTHWEST ON EAST AVENUE FOR 0.1 MI (0.2 KM) TO THE SECOND BRIDGE
 DQ9038'NORTH OF WISCONSIN STREET (BRIDGE OVER THE LA CROSSE RIVER) AND A
 DQ9038'DRIVEWAY ENTRANCE TO FISHERMEN'S PARK ON THE RIGHT AND THE STATION ON
 DQ9038'THE RIGHT.
 DQ9038'
 DQ9038'THE STATION IS 7.1 M (23.3 FT) NORTHEAST OF THE CENTERLINE OF EAST
 DQ9038'AVENUE, 10 M (32.8 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY TO
 DQ9038'FISHERMEN'S PARK AND 7.9 M (25.9 FT) WEST-NORTHWEST OF A POWER POLE
 DQ9038'-9AA22- WITH A STREET LIGHT.
 DQ9038'
 DQ9038'NOTE -THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF
 DQ9038'TRANSPORTATION VERTICAL CONTROL DISK SET IN A DRILL HOLE IN THE EAST
 DQ9038'SIDE OF THE SOUTH ABUTMENT OF THE BRIDGE -B-41-173-89-, ABOUT LEVEL
 DQ9038'WITH THE STREET PAVEMENT GRADE.
 DQ9038'
 DQ9038'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 50
 DQ9038'DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTH EXTENDING TO 30
 DQ9038'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9032 ***********************************************************************
 DQ9032  DESIGNATION -  41 196 A
 DQ9032  PID         -  DQ9032
 DQ9032  STATE/COUNTY-  WI/MONROE
 DQ9032  COUNTRY     -  US
 DQ9032  USGS QUAD   -  SPARTA (2018)
 DQ9032
 DQ9032                         *CURRENT SURVEY CONTROL
 DQ9032  ______________________________________________________________________
 DQ9032* NAD 83(1986) POSITION- 43 58 06.69   (N) 090 46 43.71   (W)   HD_HELD1
 DQ9032* NAVD 88 ORTHO HEIGHT -   242.762 (meters)      796.46  (feet) ADJUSTED
 DQ9032  ______________________________________________________________________
 DQ9032  GEOID HEIGHT    -        -33.225 (meters)                     GEOID18
 DQ9032  DYNAMIC HEIGHT  -        242.713 (meters)      796.30  (feet) COMP
 DQ9032  MODELED GRAVITY -    980,413.8   (mgal)                       NAVD 88
 DQ9032
 DQ9032  VERT ORDER      -  SECOND    CLASS I
 DQ9032
 DQ9032.The horizontal coordinates were determined by differentially corrected
 DQ9032.hand held GPS observations or other comparable positioning techniques
 DQ9032.and have an estimated accuracy of +/- 3 meters.
 DQ9032
 DQ9032.The orthometric height was determined by differential leveling and
 DQ9032.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9032.in September 2018.
 DQ9032
 DQ9032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9032.GEOID18 height accuracy estimate available here.
 DQ9032
 DQ9032.Click photographs - Photos may exist for this station.
 DQ9032
 DQ9032.The dynamic height is computed by dividing the NAVD 88
 DQ9032.geopotential number by the normal gravity value computed on the
 DQ9032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9032.degrees latitude (g = 980.6199 gals.).
 DQ9032
 DQ9032.The modeled gravity was interpolated from observed gravity values.
 DQ9032
 DQ9032;                    North         East    Units  Estimated Accuracy
 DQ9032;SPC WI S     -   218,981.7     537,503.8     MT  (+/- 3 meters HH1 GPS) 
 DQ9032
 DQ9032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7817770775(NAD 83)
 DQ9032
 DQ9032                          SUPERSEDED SURVEY CONTROL
 DQ9032
 DQ9032.No superseded survey control is available for this station.
 DQ9032
 DQ9032_MARKER: DV = VERTICAL CONTROL DISK
 DQ9032_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9032_SP_SET: BRIDGE ABUTMENT
 DQ9032_STAMPING: 41 196 A 1997
 DQ9032_MARK LOGO: WIDT
 DQ9032_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9032+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2018
 DQ9032
 DQ9032  HISTORY     - Date     Condition        Report By
 DQ9032  HISTORY     - 1997     MONUMENTED       WIDT
 DQ9032  HISTORY     - 20180515 GOOD             WIDT
 DQ9032
 DQ9032                          STATION DESCRIPTION
 DQ9032
 DQ9032'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9032'THE STATION IS LOCATED 16 MI (25.7 KM) EAST OF WEST SALEM, 13 MI (20.9
 DQ9032'KM) WEST OF TOMAH AND 3 MI (4.8 KM) NORTHEAST OF SPARTA.
 DQ9032'
 DQ9032'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH COUNTY
 DQ9032'HIGHWAY A ABOUT 2.5 MI (4.0 KM) NORTHEAST OF THE CITY OF SPARTA, GO
 DQ9032'WEST ON STATE HIGHWAY 21 FOR 0.5 MI (0.8 KM) TO COUNTY HIGHWAY I ON
 DQ9032'THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 21 FOR 0.05 MI (0.08 KM) TO
 DQ9032'A BRIDGE OVER A SMALL STREAM AND THE STATION ON THE LEFT.
 DQ9032'
 DQ9032'THE STATION IS 7.3 M (24.0 FT) SOUTH OF THE CENTERLINE OF STATE
 DQ9032'HIGHWAY 21 AND 1.1 M (3.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DQ9032'
 DQ9032'NOTE-THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9032'VERTICAL CONTROL DISK SET IN A DRILL HOLE IN THE SOUTH SIDE OF THE
 DQ9032'WEST ABUTMENT OF THE BRIDGE -B-41-196-97-.
 DQ9032'
 DQ9032'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 30
 DQ9032'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9030 ***********************************************************************
 DQ9030  DESIGNATION -  41 203 A
 DQ9030  PID         -  DQ9030
 DQ9030  STATE/COUNTY-  WI/MONROE
 DQ9030  COUNTRY     -  US
 DQ9030  USGS QUAD   -  SPARTA (2018)
 DQ9030
 DQ9030                         *CURRENT SURVEY CONTROL
 DQ9030  ______________________________________________________________________
 DQ9030* NAD 83(1986) POSITION- 43 58 01.80   (N) 090 45 55.85   (W)   HD_HELD1
 DQ9030* NAVD 88 ORTHO HEIGHT -   245.614 (meters)      805.82  (feet) ADJUSTED
 DQ9030  ______________________________________________________________________
 DQ9030  GEOID HEIGHT    -        -33.266 (meters)                     GEOID18
 DQ9030  DYNAMIC HEIGHT  -        245.565 (meters)      805.66  (feet) COMP
 DQ9030  MODELED GRAVITY -    980,414.7   (mgal)                       NAVD 88
 DQ9030
 DQ9030  VERT ORDER      -  SECOND    CLASS I
 DQ9030
 DQ9030.The horizontal coordinates were determined by differentially corrected
 DQ9030.hand held GPS observations or other comparable positioning techniques
 DQ9030.and have an estimated accuracy of +/- 3 meters.
 DQ9030
 DQ9030.The orthometric height was determined by differential leveling and
 DQ9030.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9030.in September 2018.
 DQ9030
 DQ9030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9030.GEOID18 height accuracy estimate available here.
 DQ9030
 DQ9030.Click photographs - Photos may exist for this station.
 DQ9030
 DQ9030.The dynamic height is computed by dividing the NAVD 88
 DQ9030.geopotential number by the normal gravity value computed on the
 DQ9030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9030.degrees latitude (g = 980.6199 gals.).
 DQ9030
 DQ9030.The modeled gravity was interpolated from observed gravity values.
 DQ9030
 DQ9030;                    North         East    Units  Estimated Accuracy
 DQ9030;SPC WI S     -   218,820.9     538,569.2     MT  (+/- 3 meters HH1 GPS) 
 DQ9030
 DQ9030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7924870653(NAD 83)
 DQ9030
 DQ9030                          SUPERSEDED SURVEY CONTROL
 DQ9030
 DQ9030.No superseded survey control is available for this station.
 DQ9030
 DQ9030_MARKER: DV = VERTICAL CONTROL DISK
 DQ9030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ9030_SP_SET: PARAPET WALL
 DQ9030_STAMPING: 41 203 A 1997
 DQ9030_MARK LOGO: WIDT
 DQ9030_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9030+STABILITY: SURFACE MOTION
 DQ9030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9030+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 DQ9030
 DQ9030  HISTORY     - Date     Condition        Report By
 DQ9030  HISTORY     - 1997     MONUMENTED       WIDT
 DQ9030  HISTORY     - 20180517 GOOD             WIDT
 DQ9030
 DQ9030                          STATION DESCRIPTION
 DQ9030
 DQ9030'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9030'THE STATION IS LOCATED 16 MI (25.7 KM) EAST OF WEST SALEM, 13 MI (20.9
 DQ9030'KM) WEST OF TOMAH AND 3 MI (4.8 KM) NORTHEAST OF SPARTA.
 DQ9030'
 DQ9030'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH COUNTY
 DQ9030'HIGHWAY A ABOUT 2.5 MI (4.0 KM) NORTHEAST OF THE CITY OF SPARTA, GO
 DQ9030'EAST ON STATE HIGHWAY 21 FOR 0.05 MI (0.08 KM) TO A BRIDGE OVER SILVER
 DQ9030'CREEK AND THE STATION ON THE RIGHT.
 DQ9030'
 DQ9030'THE STATION IS 7.2 M (23.6 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DQ9030'HIGHWAY 21 AND 2.0 M (6.6 FT) NORTHEAST OF A WHITE PLASTIC WITNESS
 DQ9030'POST, ABOUT 0.9 M (3.0 FT) HIGHER THAN PAVEMENT GRADE.
 DQ9030'
 DQ9030'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 25
 DQ9030'DEGREES ABOVE THE HORIZON.
 DQ9030'
 DQ9030'NOTE-THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9030'VERTICAL CONTROL DISK SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH
 DQ9030'PARAPET WALL OF THE BRIDGE -B-41-203-97-.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9033 ***********************************************************************
 DQ9033  DESIGNATION -  41 298 A
 DQ9033  PID         -  DQ9033
 DQ9033  STATE/COUNTY-  WI/MONROE
 DQ9033  COUNTRY     -  US
 DQ9033  USGS QUAD   -  SPARTA (2018)
 DQ9033
 DQ9033                         *CURRENT SURVEY CONTROL
 DQ9033  ______________________________________________________________________
 DQ9033* NAD 83(1986) POSITION- 43 58 14.89   (N) 090 46 50.45   (W)   HD_HELD1
 DQ9033* NAVD 88 ORTHO HEIGHT -   244.543 (meters)      802.30  (feet) ADJUSTED
 DQ9033  ______________________________________________________________________
 DQ9033  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 DQ9033  DYNAMIC HEIGHT  -        244.494 (meters)      802.14  (feet) COMP
 DQ9033  MODELED GRAVITY -    980,413.7   (mgal)                       NAVD 88
 DQ9033
 DQ9033  VERT ORDER      -  SECOND    CLASS I
 DQ9033
 DQ9033.The horizontal coordinates were determined by differentially corrected
 DQ9033.hand held GPS observations or other comparable positioning techniques
 DQ9033.and have an estimated accuracy of +/- 3 meters.
 DQ9033
 DQ9033.The orthometric height was determined by differential leveling and
 DQ9033.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9033.in September 2018.
 DQ9033
 DQ9033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9033.GEOID18 height accuracy estimate available here.
 DQ9033
 DQ9033.Click photographs - Photos may exist for this station.
 DQ9033
 DQ9033.The dynamic height is computed by dividing the NAVD 88
 DQ9033.geopotential number by the normal gravity value computed on the
 DQ9033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9033.degrees latitude (g = 980.6199 gals.).
 DQ9033
 DQ9033.The modeled gravity was interpolated from observed gravity values.
 DQ9033
 DQ9033;                    North         East    Units  Estimated Accuracy
 DQ9033;SPC WI S     -   219,236.2     537,355.9     MT  (+/- 3 meters HH1 GPS) 
 DQ9033
 DQ9033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7802071024(NAD 83)
 DQ9033
 DQ9033                          SUPERSEDED SURVEY CONTROL
 DQ9033
 DQ9033.No superseded survey control is available for this station.
 DQ9033
 DQ9033_MARKER: DV = VERTICAL CONTROL DISK
 DQ9033_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9033_SP_SET: BRIDGE ABUTMENT
 DQ9033_STAMPING: 41 298 A 2014
 DQ9033_MARK LOGO: WIDT
 DQ9033_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9033+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2018
 DQ9033
 DQ9033  HISTORY     - Date     Condition        Report By
 DQ9033  HISTORY     - 2014     MONUMENTED       WIDT
 DQ9033  HISTORY     - 20180515 GOOD             WIDT
 DQ9033
 DQ9033                          STATION DESCRIPTION
 DQ9033
 DQ9033'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9033'THE STATION IS LOCATED 16 MI (25.7 KM) EAST OF WEST SALEM, 13 MI (20.9
 DQ9033'KM) WEST OF TOMAH AND 3 MI (4.8 KM) NORTHEAST OF SPARTA.
 DQ9033'
 DQ9033'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH COUNTY
 DQ9033'HIGHWAY A ABOUT 2.5 MI (4.0 KM) NORTHEAST OF THE CITY OF SPARTA, GO
 DQ9033'WEST ON STATE HIGHWAY 21 FOR 0.7 MI (1.1 KM) TO COUNTY HIGHWAY Q ON
 DQ9033'THE RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY Q FOR 0.15 MI
 DQ9033'(0.24 KM) TO GATEWAY AVENUE ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 DQ9033'GATEWAY AVENUE FOR ABOUT 100 FT (30.5 M) TO A BRIDGE OVER A SMALL
 DQ9033'STREAM AND THE STATION ON THE RIGHT.
 DQ9033'
 DQ9033'THE STATION IS 5.0 M (16.4 FT) SOUTH OF THE CENTERLINE OF GATEWAY
 DQ9033'AVENUE, 37 M (121.4 FT) EAST OF COUNTY HIGHWAY Q AND 1.2 M (3.9 FT)
 DQ9033'SOUTHEAST OF A METAL POST FOR A YELLOW AND BLACK STRIPED SIGN.
 DQ9033'
 DQ9033'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9033'VERTICAL CONTROL DISK SET IN A DRILL HOLE IN THE SOUTH SIDE OF THE
 DQ9033'WEST ABUTMENT OF THE BRIDGE -B-41-298-.
 DQ9033'
 DQ9033'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 50
 DQ9033'DEGREES ABOVE THE HORIZON AND IS NOT SUITABLE FOR SATELLITE
 DQ9033'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9037 ***********************************************************************
 DQ9037  DESIGNATION -  41 307 A
 DQ9037  PID         -  DQ9037
 DQ9037  STATE/COUNTY-  WI/MONROE
 DQ9037  COUNTRY     -  US
 DQ9037  USGS QUAD   -  SPARTA (2018)
 DQ9037
 DQ9037                         *CURRENT SURVEY CONTROL
 DQ9037  ______________________________________________________________________
 DQ9037* NAD 83(1986) POSITION- 43 56 39.57   (N) 090 48 34.88   (W)   HD_HELD1
 DQ9037* NAVD 88 ORTHO HEIGHT -   238.586 (meters)      782.76  (feet) ADJUSTED
 DQ9037  ______________________________________________________________________
 DQ9037  GEOID HEIGHT    -        -33.129 (meters)                     GEOID18
 DQ9037  DYNAMIC HEIGHT  -        238.539 (meters)      782.61  (feet) COMP
 DQ9037  MODELED GRAVITY -    980,417.4   (mgal)                       NAVD 88
 DQ9037
 DQ9037  VERT ORDER      -  SECOND    CLASS I
 DQ9037
 DQ9037.The horizontal coordinates were determined by differentially corrected
 DQ9037.hand held GPS observations or other comparable positioning techniques
 DQ9037.and have an estimated accuracy of +/- 3 meters.
 DQ9037
 DQ9037.The orthometric height was determined by differential leveling and
 DQ9037.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9037.in September 2018.
 DQ9037
 DQ9037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9037.GEOID18 height accuracy estimate available here.
 DQ9037
 DQ9037.Click photographs - Photos may exist for this station.
 DQ9037
 DQ9037.The dynamic height is computed by dividing the NAVD 88
 DQ9037.geopotential number by the normal gravity value computed on the
 DQ9037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9037.degrees latitude (g = 980.6199 gals.).
 DQ9037
 DQ9037.The modeled gravity was interpolated from observed gravity values.
 DQ9037
 DQ9037;                    North         East    Units  Estimated Accuracy
 DQ9037;SPC WI S     -   216,316.6     534,999.7     MT  (+/- 3 meters HH1 GPS) 
 DQ9037
 DQ9037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7577268021(NAD 83)
 DQ9037
 DQ9037                          SUPERSEDED SURVEY CONTROL
 DQ9037
 DQ9037.No superseded survey control is available for this station.
 DQ9037
 DQ9037_MARKER: DV = VERTICAL CONTROL DISK
 DQ9037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ9037_SP_SET: PARAPET WALL
 DQ9037_STAMPING: 41 307 A 2017
 DQ9037_MARK LOGO: WIDT
 DQ9037_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9037+STABILITY: SURFACE MOTION
 DQ9037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9037+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2018
 DQ9037
 DQ9037  HISTORY     - Date     Condition        Report By
 DQ9037  HISTORY     - 2017     MONUMENTED       WIDT
 DQ9037  HISTORY     - 20180502 GOOD             WIDT
 DQ9037
 DQ9037                          STATION DESCRIPTION
 DQ9037
 DQ9037'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9037'THE STATION IS LOCATED IN THE CITY OF SPARTA, ABOUT 15 MI (24.1 KM)
 DQ9037'WEST OF TOMAH AND 14 MI (22.5 KM) EAST OF WEST SALEM.
 DQ9037'
 DQ9037'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND STATE
 DQ9037'HIGHWAY 71 (WISCONSIN STREET) WITH STATE HIGHWAY 21 (WATER STREET) IN
 DQ9037'THE CITY OF SPARTA, GO NORTH ON STATE HIGHWAY 21 (WATER STREET) FOR
 DQ9037'0.35 MI (0.56 KM) TO MAIN STREET.  TURN RIGHT AND GO EAST ON MAIN
 DQ9037'STREET FOR 0.05 MI (0.08 KM) TO A BRIDGE OVER BEAVER CREEK AND THE
 DQ9037'STATION ON THE RIGHT.
 DQ9037'
 DQ9037'THE STATION IS 7.0 M (23.0 FT) SOUTH OF THE CENTERLINE OF MAIN STREET,
 DQ9037'23 M (75.5 FT) WEST OF THE EXTENDED CENTER OF SPRING STREET, 9.5 M
 DQ9037'(31.2 FT) EAST OF A METAL POST FOR A CROSSWALK SIGN AND 15 CM (6
 DQ9037'INCHES) EAST OF THE WEST END OF THE PARAPET WALL.
 DQ9037'
 DQ9037'NOTE-THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9037'VERTICAL CONTROL DISK SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH
 DQ9037'PARAPET WALL OF THE BRIDGE -B-41-307-, ABOUT 0.9 M (3.0 FT) HIGHER
 DQ9037'THAN SIDEWALK GRADE.
 DQ9037'
 DQ9037'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ9037'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0203 ***********************************************************************
 OL0203  DESIGNATION -  41 B USLS
 OL0203  PID         -  OL0203
 OL0203  STATE/COUNTY-  WI/SHEBOYGAN
 OL0203  COUNTRY     -  US
 OL0203  USGS QUAD   -  SHEBOYGAN NORTH (2018)
 OL0203
 OL0203                         *CURRENT SURVEY CONTROL
 OL0203  ______________________________________________________________________
 OL0203* NAD 83(1986) POSITION- 43 45 00.     (N) 087 42 18.     (W)   SCALED
 OL0203* NAVD 88 ORTHO HEIGHT -   178.135 (meters)      584.43  (feet) ADJUSTED
 OL0203  ______________________________________________________________________
 OL0203  GEOID HEIGHT    -        -35.841 (meters)                     GEOID18
 OL0203  DYNAMIC HEIGHT  -        178.102 (meters)      584.32  (feet) COMP
 OL0203  MODELED GRAVITY -    980,433.4   (mgal)                       NAVD 88
 OL0203
 OL0203  VERT ORDER      -  FIRST     CLASS 0
 OL0203
 OL0203.The horizontal coordinates were scaled from a map and have
 OL0203.an estimated accuracy of +/- 6 seconds.
 OL0203
 OL0203.The orthometric height was determined by differential leveling and
 OL0203.adjusted by the NATIONAL GEODETIC SURVEY
 OL0203.in June 1991.
 OL0203
 OL0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0203.GEOID18 height accuracy estimate available here.
 OL0203
 OL0203.Click photographs - Photos may exist for this station.
 OL0203
 OL0203.The dynamic height is computed by dividing the NAVD 88
 OL0203.geopotential number by the normal gravity value computed on the
 OL0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0203.degrees latitude (g = 980.6199 gals.).
 OL0203
 OL0203.The modeled gravity was interpolated from observed gravity values.
 OL0203
 OL0203;                    North         East    Units  Estimated Accuracy
 OL0203;SPC WI S     -   196,950.      784,810.      MT  (+/- 180 meters Scaled)
 OL0203
 OL0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP432443(NAD 83)
 OL0203
 OL0203                          SUPERSEDED SURVEY CONTROL
 OL0203
 OL0203.No superseded survey control is available for this station.
 OL0203
 OL0203_MARKER: Q = CHISELED SQUARE
 OL0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0203_SP_SET: CHANNEL IRON
 OL0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0203
 OL0203  HISTORY     - Date     Condition        Report By
 OL0203  HISTORY     - UNK      MONUMENTED       USLS
 OL0203  HISTORY     - 1972     GOOD             NGS
 OL0203  HISTORY     - 1974     GOOD             NOS
 OL0203  HISTORY     - 20010318 GOOD             USPSQD
 OL0203  HISTORY     - 20051030 MARK NOT FOUND   USPSQD
 OL0203
 OL0203                          STATION DESCRIPTION
 OL0203
 OL0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0203'AT SHEBOYGAN.
 OL0203'AT SHEBOYGAN, ABOUT 0.75 MILE EAST ALONG PENN AVENUE FROM THE
 OL0203'CHICAGO AND NORTH WESTERN RAILWAY STATION, AT THE U.S. COAST
 OL0203'GUARD BUILDING, 146 FEET SOUTH OF THE CENTER LINE OF PENN
 OL0203'AVENUE, 27.6 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A PORCH
 OL0203'AT THE SOUTHWEST PORTION OF THE BUILDING, 19 FEET NORTHEAST
 OL0203'OF THE NORTHEAST STEEL LEG OF A STEEL RADIO TOWER, A 1/2 INCH
 OL0203'CHISELED SQUARE ON THE SOUTHEAST CORNER OF A 4-INCH CHANNEL
 OL0203'IRON ON THE TOP OF A SHEET PILING AND AT THE NORTH SIDE OF
 OL0203'CONCRETE STEPS DESCENDING TO A LAUNCHWAY AND LEVEL WITH THE
 OL0203'GROUND.  SECTION 23, T 15N, R 23E.
 OL0203
 OL0203                          STATION RECOVERY (1974)
 OL0203
 OL0203'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 OL0203'RECOVERED IN GOOD CONDITION.
 OL0203
 OL0203                          STATION RECOVERY (2001)
 OL0203
 OL0203'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 OL0203'RECOVERED IN GOOD CONDITION.
 OL0203
 OL0203                          STATION RECOVERY (2005)
 OL0203
 OL0203'RECOVERY NOTE BY US POWER SQUADRON 2005 (KB)
 OL0203'MARK NOT FOUND. ENTIRE AREA APPEARES TO HAVE BEEN REDONE SINCE LAST
 OL0203'RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5183 ***********************************************************************
 DK5183  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5183  DESIGNATION -  41 ETTRICK C GPS
 DK5183  PID         -  DK5183
 DK5183  STATE/COUNTY-  WI/TREMPEALEAU
 DK5183  COUNTRY     -  US
 DK5183  USGS QUAD   -  ETTRICK (2018)
 DK5183
 DK5183                         *CURRENT SURVEY CONTROL
 DK5183  ______________________________________________________________________
 DK5183* NAD 83(2011) POSITION- 44 11 29.02292(N) 091 15 06.47020(W)   ADJUSTED
 DK5183* NAD 83(2011) ELLIP HT-   209.836 (meters)        (06/27/12)   ADJUSTED
 DK5183* NAD 83(2011) EPOCH   -  2010.00
 DK5183* NAVD 88 ORTHO HEIGHT -   241.46  (meters)      792.2   (feet) GPS OBS
 DK5183  ______________________________________________________________________
 DK5183  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5183  GEOID HEIGHT    -        -31.619 (meters)                     GEOID12A
 DK5183  GEOID HEIGHT    -        -31.620 (meters)                     GEOID18
 DK5183  NAD 83(2011) X  -   -100,073.899 (meters)                     COMP
 DK5183  NAD 83(2011) Y  - -4,579,734.937 (meters)                     COMP
 DK5183  NAD 83(2011) Z  -  4,423,511.170 (meters)                     COMP
 DK5183  LAPLACE CORR    -         -8.00  (seconds)                    DEFLEC18
 DK5183
 DK5183  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5183  Standards:
 DK5183         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5183            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5183  -------------------------------------------------------------------
 DK5183  NETWORK    0.33   0.29           0.15   0.12   0.15      0.10073784
 DK5183  -------------------------------------------------------------------
 DK5183  Click here for local accuracies and other accuracy information.
 DK5183
 DK5183.The horizontal coordinates were established by GPS observations
 DK5183.and adjusted by the National Geodetic Survey in June 2012.
 DK5183
 DK5183.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5183.been affixed to the stable North American tectonic plate. See 
 DK5183.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5183
 DK5183.The horizontal coordinates are valid at the epoch date displayed above
 DK5183.which is a decimal equivalence of Year/Month/Day.
 DK5183
 DK5183.The orthometric height was determined by GPS observations and a
 DK5183.high-resolution geoid model using precise GPS observation and
 DK5183.processing techniques.
 DK5183
 DK5183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5183.GEOID18 height accuracy estimate available here.
 DK5183
 DK5183.Click photographs - Photos may exist for this station.
 DK5183
 DK5183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5183
 DK5183.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5183
 DK5183.The ellipsoidal height was determined by GPS observations
 DK5183.and is referenced to NAD 83.
 DK5183
 DK5183. The following values were computed from the NAD 83(2011) position.
 DK5183
 DK5183;                    North         East     Units Scale Factor Converg.
 DK5183;SPC WI C     -    40,558.708   499,924.229   MT  1.00001160   -0 52 59.7
 DK5183;SPC WI C     -   133,066.36  1,640,168.07   sFT  1.00001160   -0 52 59.7
 DK5183;UTM  15      - 4,894,616.996   639,709.892   MT  0.99984006   +1 13 07.7
 DK5183
 DK5183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5183!SPC WI C     -   0.99996710  x   1.00001160  =   0.99997870
 DK5183!UTM  15      -   0.99996710  x   0.99984006  =   0.99980716
 DK5183
 DK5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3970994616(NAD 83)
 DK5183
 DK5183                          SUPERSEDED SURVEY CONTROL
 DK5183
 DK5183  NAD 83(2007)-  44 11 29.02300(N)    091 15 06.47102(W) AD(2002.00) 1
 DK5183  ELLIP H (07/29/08)  209.871  (m)                       GP(2002.00) 3 1
 DK5183  NAVD 88 (07/29/08)  241.46   (m)  GEOID03  model used  GPS OBS        
 DK5183
 DK5183.Superseded values are not recommended for survey control.
 DK5183
 DK5183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5183.See file dsdata.pdf to determine how the superseded data were derived.
 DK5183
 DK5183_MARKER: DD = SURVEY DISK
 DK5183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5183_STAMPING: 41 ETTRICK C GPS 1995
 DK5183_MARK LOGO: WI-121
 DK5183_PROJECTION: FLUSH
 DK5183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5183+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2011
 DK5183
 DK5183  HISTORY     - Date     Condition        Report By
 DK5183  HISTORY     - 1995     MONUMENTED       WI-121
 DK5183  HISTORY     - 20061004 GOOD             WIDT
 DK5183  HISTORY     - 20110928 GOOD             WIDT
 DK5183
 DK5183                          STATION DESCRIPTION
 DK5183
 DK5183'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5183'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DK5183'HIGHWAY D (FIRST STREET) IN THE VILLAGE OF ETTRICK, GO NORTHEAST ON US
 DK5183'HIGHWAY 53 FOR 1.35 MI (2.2 KM) TO MITCHELL ROAD ON THE LEFT, CONTINUE
 DK5183'NORTHEAST ON US HIGHWAY 53 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 DK5183'LEFT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL
 DK5183'STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE
 DK5183'POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DK5183'PAVEMENT.  THE STATION IS 16.8 M (55.1 FT) NORTHWEST OF THE CENTERLINE
 DK5183'OF US HIGHWAY 53, 8 M (26.2 FT) SOUTHWEST OF A FIELD ENTRANCE, 1.7 M
 DK5183'(5.6 FT) SOUTHEAST OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT)
 DK5183'NORTHEAST AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5183'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5183'THAN 15 DEGREES ABOVE THE HORIZON.
 DK5183
 DK5183                          STATION RECOVERY (2011)
 DK5183
 DK5183'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0362 ***********************************************************************
 QL0362  DESIGNATION -  41.1
 QL0362  PID         -  QL0362
 QL0362  STATE/COUNTY-  WI/MARINETTE
 QL0362  COUNTRY     -  US
 QL0362  USGS QUAD   -  MARINETTE WEST (2018)
 QL0362
 QL0362                         *CURRENT SURVEY CONTROL
 QL0362  ______________________________________________________________________
 QL0362* NAD 83(1986) POSITION- 45 03 16.     (N) 087 44 55.     (W)   SCALED
 QL0362* NAVD 88 ORTHO HEIGHT -   185.310 (meters)      607.97  (feet) ADJUSTED
 QL0362  ______________________________________________________________________
 QL0362  GEOID HEIGHT    -        -36.717 (meters)                     GEOID18
 QL0362  DYNAMIC HEIGHT  -        185.295 (meters)      607.92  (feet) COMP
 QL0362  MODELED GRAVITY -    980,528.7   (mgal)                       NAVD 88
 QL0362
 QL0362  VERT ORDER      -  FIRST     CLASS 0
 QL0362
 QL0362.The horizontal coordinates were scaled from a map and have
 QL0362.an estimated accuracy of +/- 6 seconds.
 QL0362
 QL0362.The orthometric height was determined by differential leveling and
 QL0362.adjusted by the NATIONAL GEODETIC SURVEY
 QL0362.in June 1991.
 QL0362
 QL0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0362.GEOID18 height accuracy estimate available here.
 QL0362
 QL0362.Click photographs - Photos may exist for this station.
 QL0362
 QL0362.The dynamic height is computed by dividing the NAVD 88
 QL0362.geopotential number by the normal gravity value computed on the
 QL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0362.degrees latitude (g = 980.6199 gals.).
 QL0362
 QL0362.The modeled gravity was interpolated from observed gravity values.
 QL0362
 QL0362;                    North         East    Units  Estimated Accuracy
 QL0362;SPC WI C     -   138,150.      777,310.      MT  (+/- 180 meters Scaled)
 QL0362
 QL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ410892(NAD 83)
 QL0362
 QL0362                          SUPERSEDED SURVEY CONTROL
 QL0362
 QL0362.No superseded survey control is available for this station.
 QL0362
 QL0362_MARKER: DD = SURVEY DISK
 QL0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0362_SP_SET: BRIDGE ABUTMENT
 QL0362_STAMPING: ELV 608.10 B 41.1 CO 38.3 1971
 QL0362_MARK LOGO: WIHD
 QL0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0362
 QL0362  HISTORY     - Date     Condition        Report By
 QL0362  HISTORY     - 1971     MONUMENTED       WIHD
 QL0362  HISTORY     - 1972     GOOD             NGS
 QL0362  HISTORY     - 19960902 GOOD             USPSQD
 QL0362  HISTORY     - 20011026 GOOD             USPSQD
 QL0362  HISTORY     - 20031026 GOOD             USPSQD
 QL0362  HISTORY     - 20051209 MARK NOT FOUND   WIDT
 QL0362
 QL0362                          STATION DESCRIPTION
 QL0362
 QL0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0362'AT PESHTIGO.
 QL0362'AT PESHTIGO, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 QL0362'ABUTMENT OF THE U.S. HIGHWAY 41 BRIDGE OVER THE PESHTIGO RIVER,
 QL0362'7.5 FEET NORTH OF THE NORTH CURB OF THE BRIDGE AND 1 FOOT ABOVE
 QL0362'THE LEVEL OF THE HIGHWAY.
 QL0362
 QL0362                          STATION RECOVERY (1996)
 QL0362
 QL0362'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0362'RECOVERED IN GOOD CONDITION.
 QL0362
 QL0362                          STATION RECOVERY (2001)
 QL0362
 QL0362'RECOVERY NOTE BY US POWER SQUADRON 2001 (RT)
 QL0362'RECOVERED IN GOOD CONDITION.
 QL0362
 QL0362                          STATION RECOVERY (2003)
 QL0362
 QL0362'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0362'RECOVERED IN GOOD CONDITION.
 QL0362
 QL0362                          STATION RECOVERY (2005)
 QL0362
 QL0362'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0362'MARK NOT FOUND.   ADD THERE IS AN UNSTAMPED WISCONSIN DEPARTMENT OF
 QL0362'TRANSPORTATION DISK SET IN THE TOP OF THE NORTH WALL OF THE WEST
 QL0362'ABUTMENT, BUT NO EVIDENCE OF THE 41.1 STAMPED DISK WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0351 ***********************************************************************
 QL0351  DESIGNATION -  41.2
 QL0351  PID         -  QL0351
 QL0351  STATE/COUNTY-  WI/MARINETTE
 QL0351  COUNTRY     -  US
 QL0351  USGS QUAD   -  MARINETTE WEST (2018)
 QL0351
 QL0351                         *CURRENT SURVEY CONTROL
 QL0351  ______________________________________________________________________
 QL0351* NAD 83(1986) POSITION- 45 06 08.     (N) 087 37 39.     (W)   SCALED
 QL0351* NAVD 88 ORTHO HEIGHT -   181.021 (meters)      593.90  (feet) ADJUSTED
 QL0351  ______________________________________________________________________
 QL0351  GEOID HEIGHT    -        -36.959 (meters)                     GEOID18
 QL0351  DYNAMIC HEIGHT  -        181.003 (meters)      593.84  (feet) COMP
 QL0351  MODELED GRAVITY -    980,515.2   (mgal)                       NAVD 88
 QL0351
 QL0351  VERT ORDER      -  FIRST     CLASS 0
 QL0351
 QL0351.The horizontal coordinates were scaled from a map and have
 QL0351.an estimated accuracy of +/- 6 seconds.
 QL0351
 QL0351.The orthometric height was determined by differential leveling and
 QL0351.adjusted by the NATIONAL GEODETIC SURVEY
 QL0351.in June 1991.
 QL0351
 QL0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0351.GEOID18 height accuracy estimate available here.
 QL0351
 QL0351.Click photographs - Photos may exist for this station.
 QL0351
 QL0351.The dynamic height is computed by dividing the NAVD 88
 QL0351.geopotential number by the normal gravity value computed on the
 QL0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0351.degrees latitude (g = 980.6199 gals.).
 QL0351
 QL0351.The modeled gravity was interpolated from observed gravity values.
 QL0351
 QL0351;                    North         East    Units  Estimated Accuracy
 QL0351;SPC WI C     -   143,730.      786,700.      MT  (+/- 180 meters Scaled)
 QL0351
 QL0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ506944(NAD 83)
 QL0351
 QL0351                          SUPERSEDED SURVEY CONTROL
 QL0351
 QL0351.No superseded survey control is available for this station.
 QL0351
 QL0351_MARKER: DD = SURVEY DISK
 QL0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0351_SP_SET: BRIDGE
 QL0351_STAMPING: ELV 594.03 BM 41.2 CO 38.3 1971
 QL0351_MARK LOGO: WIHD
 QL0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0351
 QL0351  HISTORY     - Date     Condition        Report By
 QL0351  HISTORY     - 1971     MONUMENTED       WIHD
 QL0351  HISTORY     - 1972     GOOD             NGS
 QL0351  HISTORY     - 19910904 GOOD             USPSQD
 QL0351  HISTORY     - 20011014 GOOD             USPSQD
 QL0351  HISTORY     - 20031026 GOOD             USPSQD
 QL0351  HISTORY     - 20051130 MARK NOT FOUND   WIDT
 QL0351
 QL0351                          STATION DESCRIPTION
 QL0351
 QL0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0351'AT MARINETTE.
 QL0351'AT MARINETTE, ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 41 FROM
 QL0351'THE COURTHOUSE, SET IN THE TOP OF THE SOUTH CORNER OF THE
 QL0351'SOUTHEAST CONCRETE GUARDRAIL BASE FOR THE STATE LINE BRIDGE
 QL0351'OVER THE MENOMINEE RIVER, 7.6 FEET SOUTHEAST OF THE SOUTHEAST
 QL0351'CURB OF THE BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 QL0351'SECTION 6, TOWNSHIP 30 N, RANGE 24 E.
 QL0351
 QL0351                          STATION RECOVERY (1991)
 QL0351
 QL0351'RECOVERY NOTE BY US POWER SQUADRON 1991 (AJT)
 QL0351'RECOVERED IN GOOD CONDITION.
 QL0351
 QL0351                          STATION RECOVERY (2001)
 QL0351
 QL0351'RECOVERY NOTE BY US POWER SQUADRON 2001 (REP)
 QL0351'RECOVERED IN GOOD CONDITION.
 QL0351
 QL0351                          STATION RECOVERY (2003)
 QL0351
 QL0351'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0351'RECOVERED IN GOOD CONDITION.
 QL0351
 QL0351                          STATION RECOVERY (2005)
 QL0351
 QL0351'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0351'MARK NOT FOUND.   ADD- THE BRIDGE WAS REPLACED IN THE SUMMER OF 2005
 QL0351'BY THE WISCONSIN DEPARTMENT OF TRANSPORTATION. THERE IS A NEW
 QL0351'WISCONSIN DEPARTMENT OF TRANSPORTATION DISK IN THE SOUTHEAST CORNER OF
 QL0351'THE EAST GUARD RAIL OF THE NEW BRIDGE IN THE SAME AREA AS THE
 QL0351'PREVIOUSLY DESCRIBED LOCATION FOR STATION 41.2
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0645 ***********************************************************************
 PN0645  DESIGNATION -  411
 PN0645  PID         -  PN0645
 PN0645  STATE/COUNTY-  WI/OUTAGAMIE
 PN0645  COUNTRY     -  US
 PN0645  USGS QUAD   -  KAUKAUNA (2018)
 PN0645
 PN0645                         *CURRENT SURVEY CONTROL
 PN0645  ______________________________________________________________________
 PN0645* NAD 83(1986) POSITION- 44 18 01.4    (N) 088 15 07.8    (W)   HD_HELD2
 PN0645* NAVD 88 ORTHO HEIGHT -   213.090 (meters)      699.11  (feet) ADJUSTED
 PN0645  ______________________________________________________________________
 PN0645  GEOID HEIGHT    -        -36.230 (meters)                     GEOID18
 PN0645  DYNAMIC HEIGHT  -        213.057 (meters)      699.00  (feet) COMP
 PN0645  MODELED GRAVITY -    980,459.1   (mgal)                       NAVD 88
 PN0645
 PN0645  VERT ORDER      -  FIRST     CLASS 0
 PN0645
 PN0645.The horizontal coordinates were established by autonomous hand held GPS
 PN0645.observations and have an estimated accuracy of +/- 10 meters.
 PN0645
 PN0645.The orthometric height was determined by differential leveling and
 PN0645.adjusted by the NATIONAL GEODETIC SURVEY
 PN0645.in June 1991.
 PN0645
 PN0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0645.GEOID18 height accuracy estimate available here.
 PN0645
 PN0645.Click photographs - Photos may exist for this station.
 PN0645
 PN0645.The dynamic height is computed by dividing the NAVD 88
 PN0645.geopotential number by the normal gravity value computed on the
 PN0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0645.degrees latitude (g = 980.6199 gals.).
 PN0645
 PN0645.The modeled gravity was interpolated from observed gravity values.
 PN0645
 PN0645;                    North         East    Units  Estimated Accuracy
 PN0645;SPC WI C     -    53,399.      739,466.      MT  (+/- 10 meters HH2 GPS)
 PN0645
 PN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0011605999(NAD 83)
 PN0645
 PN0645                          SUPERSEDED SURVEY CONTROL
 PN0645
 PN0645.No superseded survey control is available for this station.
 PN0645
 PN0645_MARKER: DB = BENCH MARK DISK
 PN0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0645_SP_SET: SIGNAL FOUNDATION
 PN0645_STAMPING: 411 1962
 PN0645_MARK LOGO: USACE
 PN0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0645+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 PN0645
 PN0645  HISTORY     - Date     Condition        Report By
 PN0645  HISTORY     - 1962     MONUMENTED       USLS
 PN0645  HISTORY     - 1974     GOOD             NOS
 PN0645  HISTORY     - 1990     POOR             USPSQD
 PN0645  HISTORY     - 20030625 GOOD             USPSQD
 PN0645  HISTORY     - 20040725 GOOD             USPSQD
 PN0645
 PN0645                          STATION DESCRIPTION
 PN0645
 PN0645'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0645'1.65 MI NE FROM KAUKAUNA.
 PN0645'1.5 MILES NORTHEAST ALONG LAWE AVENUE (COUNTY HIGHWAY J), FROM THE
 PN0645'INTERSECTION OF WEST TAYLOR STREET AND LAWE AVENUE IN KAUKAUNA TO
 PN0645'THE INTERSECTION OF COUNTY HIGHWAY J AND COUNTY HIGHWAY O, THENCE
 PN0645'0.15 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY TRACKS TO
 PN0645'BLOCK SIGNAL TOWER NO. 411, OPPOSITE THE VAN ZEELAND IMPLEMENT CO.,
 PN0645'5.8 FT. SOUTH OF THE MOST SOUTHERLY TRACK, AND SET IN THE NORTHEAST
 PN0645'CORNER OF THE CONCRETE FOUNDATION FOR THE SIGNAL.
 PN0645
 PN0645                          STATION RECOVERY (1990)
 PN0645
 PN0645'RECOVERY NOTE BY US POWER SQUADRON 1990 (DAK)
 PN0645'MARK RECOVERED IN POOR CONDITION.
 PN0645
 PN0645                          STATION RECOVERY (2003)
 PN0645
 PN0645'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0645'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ACROSS THE TRACKS
 PN0645'FROM THE FIFTH POLE SOUTH OF COUNTY HIGHWAY P WITH ONE GUT WIRE, 93
 PN0645'FEET SOUTHEAST OF UTILITY POLE NUMBER 34C4-17/11.
 PN0645'NOTE-- THE SIGNAL IS NOT PRESENT.  THE FOUNDATION IS LEANING TO THE
 PN0645'SOUTH.
 PN0645
 PN0645                          STATION RECOVERY (2004)
 PN0645
 PN0645'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0645'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS ACROSS THE TRACKS
 PN0645'FROM THE SIXTH POLE SOUTH OF COUNTY HIGHWAY J WITH ONE GUY WIRE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1691 ***********************************************************************
 RL1691  DESIGNATION -  4112E16S GPS 0028
 RL1691  PID         -  RL1691
 RL1691  STATE/COUNTY-  WI/VILAS
 RL1691  COUNTRY     -  US
 RL1691  USGS QUAD   -  PHELPS (2018)
 RL1691
 RL1691                         *CURRENT SURVEY CONTROL
 RL1691  ______________________________________________________________________
 RL1691* NAD 83(2011) POSITION- 46 01 48.24437(N) 089 00 20.14477(W)   ADJUSTED
 RL1691* NAD 83(2011) ELLIP HT-   505.982 (meters)        (06/27/12)   ADJUSTED
 RL1691* NAD 83(2011) EPOCH   -  2010.00
 RL1691* NAVD 88 ORTHO HEIGHT -   537.6   (meters)     1764.    (feet) VERTCON3
 RL1691  ______________________________________________________________________
 RL1691  GEOID HEIGHT    -        -31.739 (meters)                     GEOID18
 RL1691  NAD 83(2011) X  -     76,990.329 (meters)                     COMP
 RL1691  NAD 83(2011) Y  - -4,435,598.565 (meters)                     COMP
 RL1691  NAD 83(2011) Z  -  4,567,932.680 (meters)                     COMP
 RL1691  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 RL1691
 RL1691  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL1691  Standards:
 RL1691         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL1691            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL1691  -------------------------------------------------------------------
 RL1691  NETWORK    2.74   3.98           1.20   0.89   2.03      0.59172046
 RL1691  -------------------------------------------------------------------
 RL1691  Click here for local accuracies and other accuracy information.
 RL1691
 RL1691.The horizontal coordinates were established by GPS observations
 RL1691.and adjusted by the National Geodetic Survey in June 2012.
 RL1691
 RL1691.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL1691.been affixed to the stable North American tectonic plate. See 
 RL1691.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL1691
 RL1691.The horizontal coordinates are valid at the epoch date displayed above
 RL1691.which is a decimal equivalence of Year/Month/Day.
 RL1691
 RL1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1691
 RL1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1691.GEOID18 height accuracy estimate available here.
 RL1691
 RL1691.Click photographs - Photos may exist for this station.
 RL1691
 RL1691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1691
 RL1691.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1691
 RL1691.The ellipsoidal height was determined by GPS observations
 RL1691.and is referenced to NAD 83.
 RL1691
 RL1691. The following values were computed from the NAD 83(2011) position.
 RL1691
 RL1691;                    North         East     Units Scale Factor Converg.
 RL1691;SPC WI N     -    96,443.674   676,982.100   MT  0.99994822   +0 43 02.4
 RL1691;SPC WI N     -   316,415.62  2,221,065.44   sFT  0.99994822   +0 43 02.4
 RL1691;UTM  16      - 5,099,343.757   344,787.316   MT  0.99989616   -1 26 37.4
 RL1691
 RL1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1691!SPC WI N     -   0.99992068  x   0.99994822  =   0.99986891
 RL1691!UTM  16      -   0.99992068  x   0.99989616  =   0.99981685
 RL1691
 RL1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4478799343(NAD 83)
 RL1691
 RL1691                          SUPERSEDED SURVEY CONTROL
 RL1691
 RL1691  NAD 83(2007)-  46 01 48.24450(N)    089 00 20.14445(W) AD(2002.00) 0
 RL1691  ELLIP H (02/10/07)  506.009  (m)                       GP(2002.00)    
 RL1691  NAD 83(1997)-  46 01 48.24445(N)    089 00 20.14501(W) AD(       ) 1
 RL1691  ELLIP H (06/17/02)  506.021  (m)                       GP(       ) 3 2
 RL1691  NAD 83(1991)-  46 01 48.24428(N)    089 00 20.14379(W) AD(       ) 1
 RL1691  ELLIP H (10/12/93)  505.961  (m)                       GP(       ) 3 2
 RL1691  NGVD 29 (10/12/93)  537.6    (m)  GEOID93  model used  GPS OBS        
 RL1691
 RL1691.Superseded values are not recommended for survey control.
 RL1691
 RL1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1691.See file dsdata.pdf to determine how the superseded data were derived.
 RL1691
 RL1691_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RL1691_SETTING: 0 = UNSPECIFIED SETTING
 RL1691_STAMPING: 4112E16S GPS 0028 1991 USDA F.S.
 RL1691_MARK LOGO: USFS
 RL1691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL1691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1691+STABILITY: POSITION/ELEVATION WELL
 RL1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1691+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL1691
 RL1691  HISTORY     - Date     Condition        Report By
 RL1691  HISTORY     - 1991     MONUMENTED       USFS
 RL1691  HISTORY     - 20040423 GOOD             JCLS
 RL1691  HISTORY     - 20051005 GOOD             WIDT
 RL1691
 RL1691                          STATION DESCRIPTION
 RL1691
 RL1691'DESCRIBED BY US FOREST SERVICE 1991
 RL1691'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 RL1691'HOLE ABOUT 16 INCHES IN DIAMETER AND 60 INCHES DEEP.  3/4 INCHE
 RL1691'DIAMETER BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND TOP SECURITY
 RL1691'ROD WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP
 RL1691'WAS DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 RL1691'CONCRETE FLUSH WITH THE GROUND AND THE ALUMINUM CAP.
 RL1691'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSETION STATE
 RL1691'HIGHWAY 17 AND COUNTY HIGHWAY E IN PHELPS, WISCONSIN.  PROCEED EAST
 RL1691'ON STATE HIGHWAY 17 TO COUNTY HIGHWAY A.  THEN SOUTH AND EAST ON
 RL1691'COUNTY HIGHWAY A 4.10 MILES (6.60 KM) TO OLD COUNTY HIGHWAY A.
 RL1691'THEN SOUTH ON OLD COUNTY HIGHWAY A 0.90 MILES (1.45 KM) TO THE
 RL1691'INTERSECTION OF FOREST SERVICE ROAD 2760 SOUTH.  THE STATION IS 175
 RL1691'FEET (53.3 M) NORTH OF THE INTERSECTION CENTERLINE.  THERE IS A STEEL
 RL1691'SIGN POST 1.50 FEET (0.46 M) NORTH OF THE STATION.
 RL1691
 RL1691                          STATION RECOVERY (2004)
 RL1691
 RL1691'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 RL1691'RECOVERED IN GOOD CONDITION.
 RL1691
 RL1691                          STATION RECOVERY (2005)
 RL1691
 RL1691'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1691'RECOVERED IN GOOD CONDITION.  NOTE OLD COUNTY HIGHWAY A IS NOW NAMED
 RL1691'EAGLE FARM ROAD  NOTE2-- FOREST SERVICE ROAD  2760-- IS NOW NAMED MILE
 RL1691'LANE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1692 ***********************************************************************
 RL1692  DESIGNATION -  4113E24S GPS 0029
 RL1692  PID         -  RL1692
 RL1692  STATE/COUNTY-  WI/FOREST
 RL1692  COUNTRY     -  US
 RL1692  USGS QUAD   -  HAGERMAN LAKE (2017)
 RL1692
 RL1692                         *CURRENT SURVEY CONTROL
 RL1692  ______________________________________________________________________
 RL1692* NAD 83(2011) POSITION- 46 01 14.06485(N) 088 49 08.27189(W)   ADJUSTED
 RL1692* NAD 83(2011) ELLIP HT-   445.560 (meters)        (06/27/12)   ADJUSTED
 RL1692* NAD 83(2011) EPOCH   -  2010.00
 RL1692* NAVD 88 ORTHO HEIGHT -   477.5   (meters)     1567.    (feet) VERTCON3
 RL1692  ______________________________________________________________________
 RL1692  GEOID HEIGHT    -        -31.990 (meters)                     GEOID18
 RL1692  NAD 83(2011) X  -     91,452.900 (meters)                     COMP
 RL1692  NAD 83(2011) Y  - -4,436,041.652 (meters)                     COMP
 RL1692  NAD 83(2011) Z  -  4,567,156.399 (meters)                     COMP
 RL1692  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 RL1692
 RL1692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL1692  Standards:
 RL1692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL1692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL1692  -------------------------------------------------------------------
 RL1692  NETWORK    3.52   5.02           1.54   1.14   2.56      0.61060637
 RL1692  -------------------------------------------------------------------
 RL1692  Click here for local accuracies and other accuracy information.
 RL1692
 RL1692.The horizontal coordinates were established by GPS observations
 RL1692.and adjusted by the National Geodetic Survey in June 2012.
 RL1692
 RL1692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL1692.been affixed to the stable North American tectonic plate. See 
 RL1692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL1692
 RL1692.The horizontal coordinates are valid at the epoch date displayed above
 RL1692.which is a decimal equivalence of Year/Month/Day.
 RL1692
 RL1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1692
 RL1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1692.GEOID18 height accuracy estimate available here.
 RL1692
 RL1692.Click photographs - Photos may exist for this station.
 RL1692
 RL1692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1692
 RL1692.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1692
 RL1692.The ellipsoidal height was determined by GPS observations
 RL1692.and is referenced to NAD 83.
 RL1692
 RL1692. The following values were computed from the NAD 83(2011) position.
 RL1692
 RL1692;                    North         East     Units Scale Factor Converg.
 RL1692;SPC WI N     -    95,586.397   691,444.931   MT  0.99994863   +0 51 07.1
 RL1692;SPC WI N     -   313,603.04  2,268,515.58   sFT  0.99994863   +0 51 07.1
 RL1692;UTM  16      - 5,097,941.824   359,206.397   MT  0.99984369   -1 18 32.8
 RL1692
 RL1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1692!SPC WI N     -   0.99993016  x   0.99994863  =   0.99987879
 RL1692!UTM  16      -   0.99993016  x   0.99984369  =   0.99977386
 RL1692
 RL1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5920697941(NAD 83)
 RL1692
 RL1692                          SUPERSEDED SURVEY CONTROL
 RL1692
 RL1692  NAD 83(2007)-  46 01 14.06509(N)    088 49 08.27088(W) AD(2002.00) 0
 RL1692  ELLIP H (02/10/07)  445.606  (m)                       GP(2002.00)    
 RL1692  NAD 83(1997)-  46 01 14.06507(N)    088 49 08.27134(W) AD(       ) 1
 RL1692  ELLIP H (06/17/02)  445.618  (m)                       GP(       ) 3 2
 RL1692  NAD 83(1991)-  46 01 14.06503(N)    088 49 08.27008(W) AD(       ) 1
 RL1692  ELLIP H (10/12/93)  445.556  (m)                       GP(       ) 3 2
 RL1692  NGVD 29 (10/12/93)  477.5    (m)  GEOID93  model used  GPS OBS        
 RL1692
 RL1692.Superseded values are not recommended for survey control.
 RL1692
 RL1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1692.See file dsdata.pdf to determine how the superseded data were derived.
 RL1692
 RL1692_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RL1692_SETTING: 0 = UNSPECIFIED SETTING
 RL1692_STAMPING: 4113E24S GPS 0029 1991 USDA F.S.
 RL1692_MARK LOGO: USFS
 RL1692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL1692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1692+STABILITY: POSITION/ELEVATION WELL
 RL1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1692+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 RL1692
 RL1692  HISTORY     - Date     Condition        Report By
 RL1692  HISTORY     - 1991     MONUMENTED       USFS
 RL1692  HISTORY     - 20040423 GOOD             JCLS
 RL1692  HISTORY     - 20040426 GOOD             JCLS
 RL1692  HISTORY     - 20051114 GOOD             WIDT
 RL1692
 RL1692                          STATION DESCRIPTION
 RL1692
 RL1692'DESCRIBED BY US FOREST SERVICE 1991
 RL1692'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 RL1692'HOLE ABOUT 16 INCHES IN DIAMETER AND 60 INDHES DEEP.  3/4 INCH
 RL1692'DIAMETER BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND TOP SECURITY
 RL1692'ROD WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP
 RL1692'WAS DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 RL1692'CONCRETE FLUSH WITH THE GROUND AND THE ALUMINUM CAP.
 RL1692'THE STATION CAN BE LOCATED BY STARTING AT TOWN HALL IN ALVIN,
 RL1692'WISCONSINON STATE HIGHWAY 55.  PROCEED NORTH ON STATE HIGHWAY 55,
 RL1692'2.80 MILES (4.51 KM) TO THE Y INTERSECTION OF COUNTY HIGHWAY A
 RL1692'AND STATE HIGHWAY 55. THEN NORTH ON COUNTY HIGHWAY A 300 FEET.
 RL1692'(91.4 M)  THEN WEST 135 FEET (41.1 M) TO THE STATION. THERE IS A
 RL1692'STEEL SIGN POST 1.00 FEET (0.30 M) WEST OF THE STATION.
 RL1692
 RL1692                          STATION RECOVERY (2004)
 RL1692
 RL1692'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 RL1692'RECOVERED IN GOOD CONDITION.
 RL1692
 RL1692                          STATION RECOVERY (2004)
 RL1692
 RL1692'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 RL1692'RECOVERED IN GOOD CONDITION.
 RL1692
 RL1692                          STATION RECOVERY (2005)
 RL1692
 RL1692'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1692'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2543 ***********************************************************************
 DQ2543  DESIGNATION -  42 100 A
 DQ2543  PID         -  DQ2543
 DQ2543  STATE/COUNTY-  WI/OCONTO
 DQ2543  COUNTRY     -  US
 DQ2543  USGS QUAD   -  OCONTO EAST (2018)
 DQ2543
 DQ2543                         *CURRENT SURVEY CONTROL
 DQ2543  ______________________________________________________________________
 DQ2543* NAD 83(1986) POSITION- 44 54 48.15   (N) 087 50 43.02   (W)   HD_HELD1
 DQ2543* NAVD 88 ORTHO HEIGHT -   178.267 (meters)      584.86  (feet) ADJUSTED
 DQ2543  ______________________________________________________________________
 DQ2543  GEOID HEIGHT    -        -36.575 (meters)                     GEOID18
 DQ2543  DYNAMIC HEIGHT  -        178.250 (meters)      584.81  (feet) COMP
 DQ2543  MODELED GRAVITY -    980,523.0   (mgal)                       NAVD 88
 DQ2543
 DQ2543  VERT ORDER      -  SECOND    CLASS I
 DQ2543
 DQ2543.The horizontal coordinates were determined by differentially corrected
 DQ2543.hand held GPS observations or other comparable positioning techniques
 DQ2543.and have an estimated accuracy of +/- 3 meters.
 DQ2543
 DQ2543.The orthometric height was determined by differential leveling and
 DQ2543.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2543.in February 2017.
 DQ2543
 DQ2543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2543.GEOID18 height accuracy estimate available here.
 DQ2543
 DQ2543.Click photographs - Photos may exist for this station.
 DQ2543
 DQ2543.The dynamic height is computed by dividing the NAVD 88
 DQ2543.geopotential number by the normal gravity value computed on the
 DQ2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2543.degrees latitude (g = 980.6199 gals.).
 DQ2543
 DQ2543.The modeled gravity was interpolated from observed gravity values.
 DQ2543
 DQ2543;                    North         East    Units  Estimated Accuracy
 DQ2543;SPC WI C     -   122,270.1     770,118.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2543
 DQ2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3327873675(NAD 83)
 DQ2543
 DQ2543                          SUPERSEDED SURVEY CONTROL
 DQ2543
 DQ2543.No superseded survey control is available for this station.
 DQ2543
 DQ2543_MARKER: DD = SURVEY DISK
 DQ2543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ2543_SP_SET: BRIDGE ABUTMENT
 DQ2543_STAMPING: 42 100 A 2015
 DQ2543_MARK LOGO: WI-083
 DQ2543_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2543+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DQ2543
 DQ2543  HISTORY     - Date     Condition        Report By
 DQ2543  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2543  HISTORY     - 20150806 GOOD             WIDT
 DQ2543
 DQ2543                          STATION DESCRIPTION
 DQ2543
 DQ2543'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2543'THE STATION IS 11 MI (17.7 KM) SOUTH-SOUTHWEST OF PESHTIGO, 10 MI
 DQ2543'(16.1 KM) EAST-SOUTHEAST OF LENA, AND 2 MI (3.2 KM) NORTHEAST OF
 DQ2543'OCONTO.
 DQ2543'
 DQ2543'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S (PARK
 DQ2543'AVENUE) WITH COUNTY HIGHWAY Y (MAIN STREET) IN THE CITY OF OCONTO, GO
 DQ2543'EAST ON COUNTY HIGHWAY Y (MAIN STREET) FOR 1.3 MI (2.1 KM) TO HARBOR
 DQ2543'ROAD ON THE RIGHT, CURVE LEFT AND CONTINUE NORTH ON COUNTY HIGHWAY Y
 DQ2543'FOR 1.3 MI (2.1 KM) TO A BRIDGE OVER CAMPELLS DITCH AND THE STATION ON
 DQ2543'THE RIGHT.
 DQ2543'
 DQ2543'THE STATION IS A BRONZE OCONTO COUNTY GEODETIC CONTROL MARKER DISK SET
 DQ2543'IN A DRILL HOLE IN THE TOP OF THE EAST SIDE OF THE SOUTH ABUTMENT OF
 DQ2543'THE BRIDGE -B-42-100-.  THE STATION IS 6.1 M (20.0 FT) EAST OF THE
 DQ2543'CENTERLINE OF COUNTY HIGHWAY Y, 2.0 M (6.6 FT) NORTHEAST OF A WHITE
 DQ2543'PLASTIC WITNESS POST, AND 1.1 M (3.6 FT) EAST OF THE METAL BEAM GUARD.
 DQ2543'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15
 DQ2543'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH-NORTHEAST
 DQ2543'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2551 ***********************************************************************
 DQ2551  DESIGNATION -  42 113 A
 DQ2551  PID         -  DQ2551
 DQ2551  STATE/COUNTY-  WI/OCONTO
 DQ2551  COUNTRY     -  US
 DQ2551  USGS QUAD   -  OCONTO WEST (2018)
 DQ2551
 DQ2551                         *CURRENT SURVEY CONTROL
 DQ2551  ______________________________________________________________________
 DQ2551* NAD 83(1986) POSITION- 44 53 08.9    (N) 087 53 40.5    (W)   HD_HELD2
 DQ2551* NAVD 88 ORTHO HEIGHT -   181.881 (meters)      596.72  (feet) ADJUSTED
 DQ2551  ______________________________________________________________________
 DQ2551  GEOID HEIGHT    -        -36.522 (meters)                     GEOID18
 DQ2551  DYNAMIC HEIGHT  -        181.864 (meters)      596.67  (feet) COMP
 DQ2551  MODELED GRAVITY -    980,519.9   (mgal)                       NAVD 88
 DQ2551
 DQ2551  VERT ORDER      -  SECOND    CLASS I
 DQ2551
 DQ2551.The horizontal coordinates were established by autonomous hand held GPS
 DQ2551.observations and have an estimated accuracy of +/- 10 meters.
 DQ2551
 DQ2551.The orthometric height was determined by differential leveling and
 DQ2551.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2551.in February 2017.
 DQ2551
 DQ2551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2551.GEOID18 height accuracy estimate available here.
 DQ2551
 DQ2551.Click photographs - Photos may exist for this station.
 DQ2551
 DQ2551.The dynamic height is computed by dividing the NAVD 88
 DQ2551.geopotential number by the normal gravity value computed on the
 DQ2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2551.degrees latitude (g = 980.6199 gals.).
 DQ2551
 DQ2551.The modeled gravity was interpolated from observed gravity values.
 DQ2551
 DQ2551;                    North         East    Units  Estimated Accuracy
 DQ2551;SPC WI C     -   119,105.      766,306.      MT  (+/- 10 meters HH2 GPS)
 DQ2551
 DQ2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2935370654(NAD 83)
 DQ2551
 DQ2551                          SUPERSEDED SURVEY CONTROL
 DQ2551
 DQ2551.No superseded survey control is available for this station.
 DQ2551
 DQ2551_MARKER: DD = SURVEY DISK
 DQ2551_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ2551_SP_SET: PARAPET WALL
 DQ2551_STAMPING: 42 113 A 2015
 DQ2551_MARK LOGO: WIDT
 DQ2551_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2551+STABILITY: SURFACE MOTION
 DQ2551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2551+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2015
 DQ2551
 DQ2551  HISTORY     - Date     Condition        Report By
 DQ2551  HISTORY     - 2008     MONUMENTED       WIDT
 DQ2551  HISTORY     - 20150804 GOOD             WIDT
 DQ2551
 DQ2551                          STATION DESCRIPTION
 DQ2551
 DQ2551'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2551'THE STATION IS LOCATED IN THE CITY OF OCONTO, APPROXIMATELY 13 MI
 DQ2551'(20.9 KM) SOUTHWEST OF PESHTIGO, 7 MI (11.3 KM) EAST OF STILES
 DQ2551'JUNCTION AND 4 MI (6.4 KM) NORTH OF PENSAUKEE.
 DQ2551'
 DQ2551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 (MAIN
 DQ2551'STREET) WITH BUSINESS HIGHWAY 41 (BRAZEAU AVENUE) IN THE CITY OF
 DQ2551'OCONTO, GO SOUTH ON BUSINESS HIGHWAY 41 (BRAZEAU AVENUE) FOR 0.65 MI
 DQ2551'(1.0 KM) TO MCDONALD STREET.  TURN RIGHT AND GO WEST ON MCDONALD
 DQ2551'STREET FOR 0.5 MI (0.8 KM) TO THE US HIGHWAY 41 BRIDGE STRUCTURES
 DQ2551'WHICH SPAN THE OCONTO RIVER AND MCDONALD STREET, AND THE COPPER
 DQ2551'CULTURE TRAIL ON THE RIGHT AND THE STATION ON THE RIGHT.
 DQ2551'
 DQ2551'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2551'SURVEY DISK SET IN THE TOP OF THE SOUTH END OF THE PARAPET WALL FOR
 DQ2551'THE COPPER CULTURE TRAIL PEDESTRIAN BRIDGE B-42-113 OVER THE OCONTO
 DQ2551'RIVER.  THE STATION IS 51.7 M (169.6 FT) NORTH OF THE CENTERLINE OF
 DQ2551'MCDONALD STREET, 5.2 M (17.1 FT) WEST OF THE WESTERN OF TWO WOOD POSTS
 DQ2551'FOR A -NO CARS OR TRUCK ALLOWED- SIGN, 4.8 M (15.7 FT) SOUTHWEST OF
 DQ2551'THE SOUND END OF A BLACK STEEL GUARD RAIL, AND 0.9 M (3.0 FT) NORTH OF
 DQ2551'AN ORANGE AND WHITE GATE THAT RESTRICTS VEHICLE TRAFFIC FROM THE
 DQ2551'PEDESTRIAN BRIDGE.
 DQ2551'
 DQ2551'NOTE-THIS STATION IS OBSTRUCTED TO THE WEST BY THE US HIGHWAY 41
 DQ2551'BRIDGE OVER THE OCONTO RIVER AND MCDONALD STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2554 ***********************************************************************
 DQ2554  DESIGNATION -  42 221 A
 DQ2554  PID         -  DQ2554
 DQ2554  STATE/COUNTY-  WI/OCONTO
 DQ2554  COUNTRY     -  US
 DQ2554  USGS QUAD   -  OCONTO EAST (2018)
 DQ2554
 DQ2554                         *CURRENT SURVEY CONTROL
 DQ2554  ______________________________________________________________________
 DQ2554* NAD 83(1986) POSITION- 44 56 18.04   (N) 087 50 06.79   (W)   HD_HELD1
 DQ2554* NAVD 88 ORTHO HEIGHT -   177.834 (meters)      583.44  (feet) ADJUSTED
 DQ2554  ______________________________________________________________________
 DQ2554  GEOID HEIGHT    -        -36.590 (meters)                     GEOID18
 DQ2554  DYNAMIC HEIGHT  -        177.818 (meters)      583.39  (feet) COMP
 DQ2554  MODELED GRAVITY -    980,525.0   (mgal)                       NAVD 88
 DQ2554
 DQ2554  VERT ORDER      -  SECOND    CLASS I
 DQ2554
 DQ2554.The horizontal coordinates were determined by differentially corrected
 DQ2554.hand held GPS observations or other comparable positioning techniques
 DQ2554.and have an estimated accuracy of +/- 3 meters.
 DQ2554
 DQ2554.The orthometric height was determined by differential leveling and
 DQ2554.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2554.in February 2017.
 DQ2554
 DQ2554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2554.GEOID18 height accuracy estimate available here.
 DQ2554
 DQ2554.Click photographs - Photos may exist for this station.
 DQ2554
 DQ2554.The dynamic height is computed by dividing the NAVD 88
 DQ2554.geopotential number by the normal gravity value computed on the
 DQ2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2554.degrees latitude (g = 980.6199 gals.).
 DQ2554
 DQ2554.The modeled gravity was interpolated from observed gravity values.
 DQ2554
 DQ2554;                    North         East    Units  Estimated Accuracy
 DQ2554;SPC WI C     -   125,064.9     770,838.8     MT  (+/- 3 meters HH1 GPS) 
 DQ2554
 DQ2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3410176440(NAD 83)
 DQ2554
 DQ2554                          SUPERSEDED SURVEY CONTROL
 DQ2554
 DQ2554.No superseded survey control is available for this station.
 DQ2554
 DQ2554_MARKER: DD = SURVEY DISK
 DQ2554_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2554_SP_SET: BRIDGE ABUTMENT
 DQ2554_STAMPING: 42 221 A 2015
 DQ2554_MARK LOGO: WI-083
 DQ2554_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2554+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DQ2554
 DQ2554  HISTORY     - Date     Condition        Report By
 DQ2554  HISTORY     - 2007     MONUMENTED       WIDT
 DQ2554  HISTORY     - 20150806 GOOD             WIDT
 DQ2554
 DQ2554                          STATION DESCRIPTION
 DQ2554
 DQ2554'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2554'THE STATION IS 11 MI (17.7 KM) EAST OF LENA, 9 MI (14.5 KM) SOUTHWEST
 DQ2554'OF PESHTIGO AND 4 MI (6.4 KM) NORTH-NORTHEAST OF OCONTO.
 DQ2554'
 DQ2554'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S (PARK
 DQ2554'AVENUE) WITH COUNTY HIGHWAY Y (MAIN STREET) IN THE CITY OF OCONTO, GO
 DQ2554'EAST ON COUNTY HIGHWAY Y (MAIN STREET) FOR 1.3 MI (2.1 KM) TO HARBOR
 DQ2554'ROAD ON THE RIGHT, CURVE LEFT AND CONTINUE NORTH ON COUNTY HIGHWAY Y
 DQ2554'FOR 3.4 MI (5.5 KM) TO A BRIDGE OVER AN INTERMITTENT CREEK AND THE
 DQ2554'STATION ON THE RIGHT.
 DQ2554'
 DQ2554'THE STATION IS A BRONZE OCONTO COUNTY GEODETIC CONTROL MARKER DISK SET
 DQ2554'IN A DRILL HOLE IN THE TOP OF THE EAST SIDE OF THE SOUTH ABUTMENT OF
 DQ2554'THE BRIDGE -B-42-221-.  THE STATION IS 5.5 M (18.0 FT) SOUTHEAST OF
 DQ2554'THE CENTERLINE OF COUNTY HIGHWAY Y, 0.8 M (2.6 FT) NORTHEAST OF A
 DQ2554'WHITE PLASTIC WITNESS POST AND 0.5 M (1.6 FT) SOUTHEAST OF A METAL
 DQ2554'BEAM GUARD.
 DQ2554'
 DQ2554'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15
 DQ2554'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0430 ***********************************************************************
 QN0430  DESIGNATION -  42 SAN
 QN0430  PID         -  QN0430
 QN0430  STATE/COUNTY-  WI/RUSK
 QN0430  COUNTRY     -  US
 QN0430  USGS QUAD   -  INGRAM (2018)
 QN0430
 QN0430                         *CURRENT SURVEY CONTROL
 QN0430  ______________________________________________________________________
 QN0430* NAD 83(1986) POSITION- 45 30 53.     (N) 090 45 36.     (W)   SCALED
 QN0430* NAVD 88 ORTHO HEIGHT -   415.337 (meters)     1362.65  (feet) ADJUSTED
 QN0430  ______________________________________________________________________
 QN0430  GEOID HEIGHT    -        -30.382 (meters)                     GEOID18
 QN0430  DYNAMIC HEIGHT  -        415.319 (meters)     1362.59  (feet) COMP
 QN0430  MODELED GRAVITY -    980,560.4   (mgal)                       NAVD 88
 QN0430
 QN0430  VERT ORDER      -  SECOND    CLASS I
 QN0430
 QN0430.The horizontal coordinates were scaled from a map and have
 QN0430.an estimated accuracy of +/- 6 seconds.
 QN0430
 QN0430.The orthometric height was determined by differential leveling and
 QN0430.adjusted by the WI DEPT OF TRANSP
 QN0430.in May 2012.
 QN0430
 QN0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0430.GEOID18 height accuracy estimate available here.
 QN0430
 QN0430.Click photographs - Photos may exist for this station.
 QN0430
 QN0430.The dynamic height is computed by dividing the NAVD 88
 QN0430.geopotential number by the normal gravity value computed on the
 QN0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0430.degrees latitude (g = 980.6199 gals.).
 QN0430
 QN0430.The modeled gravity was interpolated from observed gravity values.
 QN0430
 QN0430;                    North         East    Units  Estimated Accuracy
 QN0430;SPC WI C     -   187,120.      540,620.      MT  (+/- 180 meters Scaled)
 QN0430
 QN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL749425(NAD 83)
 QN0430
 QN0430                          SUPERSEDED SURVEY CONTROL
 QN0430
 QN0430  NAVD 88 (06/15/91)  415.328  (m)         1362.62   (f) SUPERSEDED  1 2
 QN0430
 QN0430.Superseded values are not recommended for survey control.
 QN0430
 QN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0430.See file dsdata.pdf to determine how the superseded data were derived.
 QN0430
 QN0430_MARKER: DB = BENCH MARK DISK
 QN0430_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QN0430_STAMPING: 42 SAN 1970
 QN0430_MARK LOGO: USGS
 QN0430_PROJECTION: PROJECTING 10 CENTIMETERS
 QN0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0430+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2009
 QN0430_ROD/PIPE-DEPTH: 4 meters
 QN0430
 QN0430  HISTORY     - Date     Condition        Report By
 QN0430  HISTORY     - 1970     MONUMENTED       USGS
 QN0430  HISTORY     - 1985     GOOD             NGS
 QN0430  HISTORY     - 20051204 GOOD             WIDT
 QN0430  HISTORY     - 20090609 GOOD             WIDT
 QN0430
 QN0430                          STATION DESCRIPTION
 QN0430
 QN0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0430'29.1 KM (18.1 MI) EAST FROM LADYSMITH.
 QN0430'29.1 KM (18.1 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0430'STATE HIGHWAY 27 IN LADYSMITH, 84.7 M (277.9 FT) EAST OF THE CENTER OF
 QN0430'HANSON ROAD, 15.5 M (50.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 QN0430'AND 0.7 M (2.3 FT) WEST OF UTILITY POLE NUMBER 3531614.
 QN0430'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 QN0430'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QN0430
 QN0430                          STATION RECOVERY (2005)
 QN0430
 QN0430'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0430'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 QN0430'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 QN0430'NOTE1-- THE DISK IS CONTAINED WITHIN A 13-CM DIAMETER CLAY PIPE
 QN0430'PROTRUDING 10-CM ABOVE GROUND LEVEL.  NOTE2-- THE POWER POLE
 QN0430'--35316.14-- HAS ONE GUY WIRE.  NOTE3-- TREES IN THE SOUTH QUADRANTS
 QN0430'EXTEND TO 65 DEGREES ABOVE THE HORIZON AND TREES IN THE NORTH
 QN0430'QUADRANTS EXTEND TO 25 DEGREES ABOVE THE HORIZON.
 QN0430
 QN0430                          STATION RECOVERY (2009)
 QN0430
 QN0430'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 QN0430'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1690 ***********************************************************************
 RL1690  DESIGNATION -  4211E18S GPS 0030
 RL1690  PID         -  RL1690
 RL1690  STATE/COUNTY-  WI/VILAS
 RL1690  COUNTRY     -  US
 RL1690  USGS QUAD   -  LAND O' LAKES (2018)
 RL1690
 RL1690                         *CURRENT SURVEY CONTROL
 RL1690  ______________________________________________________________________
 RL1690* NAD 83(2011) POSITION- 46 07 35.05026(N) 089 10 20.23361(W)   ADJUSTED
 RL1690* NAD 83(2011) ELLIP HT-   483.669 (meters)        (06/27/12)   ADJUSTED
 RL1690* NAD 83(2011) EPOCH   -  2010.00
 RL1690* NAVD 88 ORTHO HEIGHT -   515.0   (meters)     1690.    (feet) VERTCON3
 RL1690  ______________________________________________________________________
 RL1690  GEOID HEIGHT    -        -31.445 (meters)                     GEOID18
 RL1690  NAD 83(2011) X  -     63,973.828 (meters)                     COMP
 RL1690  NAD 83(2011) Y  - -4,428,075.739 (meters)                     COMP
 RL1690  NAD 83(2011) Z  -  4,575,344.997 (meters)                     COMP
 RL1690  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 RL1690
 RL1690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RL1690  Standards:
 RL1690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RL1690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RL1690  -------------------------------------------------------------------
 RL1690  NETWORK    3.05   4.41           1.33   1.00   2.25      0.59694710
 RL1690  -------------------------------------------------------------------
 RL1690  Click here for local accuracies and other accuracy information.
 RL1690
 RL1690.The horizontal coordinates were established by GPS observations
 RL1690.and adjusted by the National Geodetic Survey in June 2012.
 RL1690
 RL1690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RL1690.been affixed to the stable North American tectonic plate. See 
 RL1690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RL1690
 RL1690.The horizontal coordinates are valid at the epoch date displayed above
 RL1690.which is a decimal equivalence of Year/Month/Day.
 RL1690
 RL1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1690
 RL1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1690.GEOID18 height accuracy estimate available here.
 RL1690
 RL1690.Click photographs - Photos may exist for this station.
 RL1690
 RL1690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1690
 RL1690.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1690
 RL1690.The ellipsoidal height was determined by GPS observations
 RL1690.and is referenced to NAD 83.
 RL1690
 RL1690. The following values were computed from the NAD 83(2011) position.
 RL1690
 RL1690;                    North         East     Units Scale Factor Converg.
 RL1690;SPC WI N     -   107,002.406   663,966.573   MT  0.99994561   +0 35 49.5
 RL1690;SPC WI N     -   351,057.06  2,178,363.66   sFT  0.99994561   +0 35 49.5
 RL1690;UTM  16      - 5,110,385.742   332,179.746   MT  0.99994622   -1 33 58.7
 RL1690
 RL1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1690!SPC WI N     -   0.99992418  x   0.99994561  =   0.99986980
 RL1690!UTM  16      -   0.99992418  x   0.99994622  =   0.99987041
 RL1690
 RL1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3217910385(NAD 83)
 RL1690
 RL1690                          SUPERSEDED SURVEY CONTROL
 RL1690
 RL1690  NAD 83(2007)-  46 07 35.05045(N)    089 10 20.23349(W) AD(2002.00) 0
 RL1690  ELLIP H (02/10/07)  483.698  (m)                       GP(2002.00)    
 RL1690  NAD 83(1997)-  46 07 35.05045(N)    089 10 20.23407(W) AD(       ) 1
 RL1690  ELLIP H (06/17/02)  483.708  (m)                       GP(       ) 3 2
 RL1690  NAD 83(1991)-  46 07 35.05024(N)    089 10 20.23286(W) AD(       ) 1
 RL1690  ELLIP H (10/12/93)  483.648  (m)                       GP(       ) 3 2
 RL1690  NGVD 29 (10/12/93)  515.0    (m)  GEOID93  model used  GPS OBS        
 RL1690
 RL1690.Superseded values are not recommended for survey control.
 RL1690
 RL1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1690.See file dsdata.pdf to determine how the superseded data were derived.
 RL1690
 RL1690_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RL1690_SETTING: 0 = UNSPECIFIED SETTING
 RL1690_STAMPING: 4211E18S GPS 0030 1991 USDA F.S.
 RL1690_MARK LOGO: USFS
 RL1690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL1690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1690+STABILITY: POSITION/ELEVATION WELL
 RL1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1690+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL1690
 RL1690  HISTORY     - Date     Condition        Report By
 RL1690  HISTORY     - 1991     MONUMENTED       USFS
 RL1690  HISTORY     - 20020618 GOOD             USPSQD
 RL1690  HISTORY     - 20051005 GOOD             WIDT
 RL1690
 RL1690                          STATION DESCRIPTION
 RL1690
 RL1690'DESCRIBED BY US FOREST SERVICE 1991
 RL1690'THE MONUMENT IS FLUSH WITH THE GROUND AND WAS CONSTRUCTED BY DIGGING A
 RL1690'HOLE ABOUT 16 INCHES IN DIAMETER AND 60 INCHES DEEP.  3/4 INCH
 RL1690'DIAMETER BERNTSEN ALUMINUM RODS WITH A SPIRAL POINT AND TOP SECURITY
 RL1690'ROD WERE DRIVEN TO REFUSAL.  A 3 1/4 INCH DIAMETER DOMED ALUMINUM CAP
 RL1690'WAS DRIVEN ONTO THE SECURITY ROD AND THE HOLE WAS THEN FILLED WITH
 RL1690'CONCRETE FLUSH WITH THE GROUND AND THE ALUMINUM CAP.
 RL1690'THE STATION CAN BE LOCATED BY STARTING AT THE INTERSECTION OF STATE
 RL1690'HIGHWAYS 45 AND 70 OF THE WEST SIDE OF EAGLE RIVER, WISCONSIN.
 RL1690'PROCEED NORTH ON STATE HIGHWAY 45, 16.5 MILES (26.6 KM) TO COUNTY
 RL1690'HIGHWAY E. THEN EAST 1.60 MILES (2.57 KM) ON COUNTY HIGHWAY E TO
 RL1690'A SNOWMOBILE TRAIL. THEN SOUTHEAST ON THE SNOWMOBILE TRAIL 200 FEET.
 RL1690'(61.0 M)  THEN SOUTH 90 FEET (27.4 M) TO THE STATION.  THERE IS A
 RL1690'STEEL SIGN POST 1.00 FEET (0.30 M) SOUTHWEST OF THE STATION.
 RL1690
 RL1690                          STATION RECOVERY (2002)
 RL1690
 RL1690'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1690'RECOVERED IN GOOD CONDITION.
 RL1690
 RL1690                          STATION RECOVERY (2005)
 RL1690
 RL1690'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1690'RECOVERED IN GOOD CONDITION.  ADD-TO ACCESS THE STATION FROM THE
 RL1690'JUNCTION OF COUNTY HIGHWAY E AND THE PREVIOUSLY DESCRIBED HIGH TENSION
 RL1690'POWER LINE AND SNOWMOBILE TRAIL, TRAVEL 0.07 MILES SOUTH ALONG THE
 RL1690'SNOWMOBILE TRAIL AND POWER LINE TO A TRACT PATH TO THE WEST, THEN
 RL1690'TRAVEL 61 M WEST ALONG THE TRACT PATH TO THE END OF THE PATH,
 RL1690'THEN WALK ABOUT 18 M SOUTHWEST TO A CLEARING AND THE STATION GUARDED
 RL1690'BY A FOREST SERVICE STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9943 ***********************************************************************
 AF9943  DESIGNATION -  426 DAIRYLAND GPS
 AF9943  PID         -  AF9943
 AF9943  STATE/COUNTY-  WI/DOUGLAS
 AF9943  COUNTRY     -  US
 AF9943  USGS QUAD   -  DAIRYLAND (2019)
 AF9943
 AF9943                         *CURRENT SURVEY CONTROL
 AF9943  ______________________________________________________________________
 AF9943* NAD 83(2011) POSITION- 46 12 58.29784(N) 092 09 15.69549(W)   ADJUSTED
 AF9943* NAD 83(2011) ELLIP HT-   314.319 (meters)        (06/27/12)   ADJUSTED
 AF9943* NAD 83(2011) EPOCH   -  2010.00
 AF9943* NAVD 88 ORTHO HEIGHT -   340.8   (meters)     1118.    (feet) GPS OBS
 AF9943  ______________________________________________________________________
 AF9943  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9943  GEOID HEIGHT    -        -26.414 (meters)                     GEOID96
 AF9943  GEOID HEIGHT    -        -26.434 (meters)                     GEOID18
 AF9943  NAD 83(2011) X  -   -166,201.674 (meters)                     COMP
 AF9943  NAD 83(2011) Y  - -4,418,094.897 (meters)                     COMP
 AF9943  NAD 83(2011) Z  -  4,582,134.930 (meters)                     COMP
 AF9943  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 AF9943
 AF9943  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9943  Standards:
 AF9943         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9943            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9943  -------------------------------------------------------------------
 AF9943  NETWORK    0.39   3.25           0.18   0.13   1.66      0.12866210
 AF9943  -------------------------------------------------------------------
 AF9943  Click here for local accuracies and other accuracy information.
 AF9943
 AF9943.The horizontal coordinates were established by GPS observations
 AF9943.and adjusted by the National Geodetic Survey in June 2012.
 AF9943
 AF9943.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9943.been affixed to the stable North American tectonic plate. See 
 AF9943.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9943
 AF9943.The horizontal coordinates are valid at the epoch date displayed above
 AF9943.which is a decimal equivalence of Year/Month/Day.
 AF9943
 AF9943.The orthometric height was determined by GPS observations and a
 AF9943.high-resolution geoid model.
 AF9943
 AF9943.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9943.GEOID18 height accuracy estimate available here.
 AF9943
 AF9943.Click photographs - Photos may exist for this station.
 AF9943
 AF9943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9943
 AF9943.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9943
 AF9943.The ellipsoidal height was determined by GPS observations
 AF9943.and is referenced to NAD 83.
 AF9943
 AF9943. The following values were computed from the NAD 83(2011) position.
 AF9943
 AF9943;                    North         East     Units Scale Factor Converg.
 AF9943;SPC WI N     -   118,903.433   433,796.742   MT  0.99994570   -1 33 14.7
 AF9943;SPC WI N     -   390,102.35  1,423,214.81   sFT  0.99994570   -1 33 14.7
 AF9943;UTM  15      - 5,118,416.078   565,224.283   MT  0.99965229   +0 36 37.9
 AF9943
 AF9943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9943!SPC WI N     -   0.99995073  x   0.99994570  =   0.99989643
 AF9943!UTM  15      -   0.99995073  x   0.99965229  =   0.99960304
 AF9943
 AF9943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6522418416(NAD 83)
 AF9943
 AF9943                          SUPERSEDED SURVEY CONTROL
 AF9943
 AF9943  NAD 83(2007)-  46 12 58.29792(N)    092 09 15.69614(W) AD(2002.00) 0
 AF9943  ELLIP H (02/10/07)  314.361  (m)                       GP(2002.00)    
 AF9943  NAD 83(1997)-  46 12 58.29799(N)    092 09 15.69661(W) AD(       ) 1
 AF9943  ELLIP H (12/26/02)  314.382  (m)                       GP(       ) 3 2
 AF9943  NAD 83(1991)-  46 12 58.29780(N)    092 09 15.69528(W) AD(       ) 1
 AF9943  ELLIP H (04/30/98)  314.394  (m)                       GP(       ) 3 2
 AF9943
 AF9943.Superseded values are not recommended for survey control.
 AF9943
 AF9943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9943.See file dsdata.pdf to determine how the superseded data were derived.
 AF9943
 AF9943_MARKER: DD = SURVEY DISK
 AF9943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9943_STAMPING: 426
 AF9943_MARK LOGO: WI-031
 AF9943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9943+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9943
 AF9943  HISTORY     - Date     Condition        Report By
 AF9943  HISTORY     - 1996     MONUMENTED       WIDT
 AF9943
 AF9943                          STATION DESCRIPTION
 AF9943
 AF9943'DESCRIBED BY WI DEPT OF TRANSP 1996 (RWE)
 AF9943'BEGINNING IN SUPERIOR, WI WHERE STATE HIGHWAY 35 AND STATE HIGHWAY 105
 AF9943'INTERSECT, GO SOUTH ON STATE HIGHWAY 35 FOR 32.12 MI (51.69 KM) TO
 AF9943'WHERE IT INTERSECTS WITH COUNTY HIGHWAY T EAST, THEN GO 63 FT (19.2 M)
 AF9943'EAST FROM C/L OF STATE HIGHWAY 35 AND 61 FT (18.6 M) NORTH FROM C/L OF
 AF9943'HIGHWAY T.  A STEEL FENCE POST WITH SURVEY MARKER SIGN IS LOCATED
 AF9943'ABOUT 3 FT (0.9 M) N.E.  OF MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4942 ***********************************************************************
 DJ4942  DESIGNATION -  43 ARCADIA C GPS
 DJ4942  PID         -  DJ4942
 DJ4942  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4942  COUNTRY     -  US
 DJ4942  USGS QUAD   -  TAMARACK (2018)
 DJ4942
 DJ4942                         *CURRENT SURVEY CONTROL
 DJ4942  ______________________________________________________________________
 DJ4942* NAD 83(2011) POSITION- 44 12 42.01074(N) 091 27 41.50922(W)   ADJUSTED
 DJ4942* NAD 83(2011) ELLIP HT-   346.801 (meters)        (06/27/12)   ADJUSTED
 DJ4942* NAD 83(2011) EPOCH   -  2010.00
 DJ4942* NAVD 88 ORTHO HEIGHT -   377.797 (meters)     1239.49  (feet) ADJUSTED
 DJ4942  ______________________________________________________________________
 DJ4942  GEOID HEIGHT    -        -30.989 (meters)                     GEOID18
 DJ4942  NAD 83(2011) X  -   -116,799.902 (meters)                     COMP
 DJ4942  NAD 83(2011) Y  - -4,577,865.904 (meters)                     COMP
 DJ4942  NAD 83(2011) Z  -  4,425,221.755 (meters)                     COMP
 DJ4942  LAPLACE CORR    -         -5.64  (seconds)                    DEFLEC18
 DJ4942  DYNAMIC HEIGHT  -        377.749 (meters)     1239.33  (feet) COMP
 DJ4942  MODELED GRAVITY -    980,477.6   (mgal)                       NAVD 88
 DJ4942
 DJ4942  VERT ORDER      -  SECOND    CLASS I
 DJ4942
 DJ4942  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4942  Standards:
 DJ4942         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4942            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4942  -------------------------------------------------------------------
 DJ4942  NETWORK    0.32   0.29           0.14   0.12   0.15      0.09222122
 DJ4942  -------------------------------------------------------------------
 DJ4942  Click here for local accuracies and other accuracy information.
 DJ4942
 DJ4942.The horizontal coordinates were established by GPS observations
 DJ4942.and adjusted by the National Geodetic Survey in June 2012.
 DJ4942
 DJ4942.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4942.been affixed to the stable North American tectonic plate. See 
 DJ4942.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4942
 DJ4942.The horizontal coordinates are valid at the epoch date displayed above
 DJ4942.which is a decimal equivalence of Year/Month/Day.
 DJ4942
 DJ4942.The orthometric height was determined by differential leveling and
 DJ4942.adjusted by the WI DEPT OF TRANSP
 DJ4942.in May 2012.
 DJ4942
 DJ4942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4942.GEOID18 height accuracy estimate available here.
 DJ4942
 DJ4942.Click photographs - Photos may exist for this station.
 DJ4942
 DJ4942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4942
 DJ4942.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4942
 DJ4942.The ellipsoidal height was determined by GPS observations
 DJ4942.and is referenced to NAD 83.
 DJ4942
 DJ4942.The dynamic height is computed by dividing the NAVD 88
 DJ4942.geopotential number by the normal gravity value computed on the
 DJ4942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4942.degrees latitude (g = 980.6199 gals.).
 DJ4942
 DJ4942.The modeled gravity was interpolated from observed gravity values.
 DJ4942
 DJ4942. The following values were computed from the NAD 83(2011) position.
 DJ4942
 DJ4942;                    North         East     Units Scale Factor Converg.
 DJ4942;SPC WI C     -    43,091.303   483,199.205   MT  1.00000747   -1 01 52.4
 DJ4942;SPC WI C     -   141,375.38  1,585,296.06   sFT  1.00000747   -1 01 52.4
 DJ4942;UTM  15      - 4,896,533.736   622,906.507   MT  0.99978578   +1 04 22.5
 DJ4942
 DJ4942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4942!SPC WI C     -   0.99994562  x   1.00000747  =   0.99995309
 DJ4942!UTM  15      -   0.99994562  x   0.99978578  =   0.99973142
 DJ4942
 DJ4942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2290696533(NAD 83)
 DJ4942
 DJ4942                          SUPERSEDED SURVEY CONTROL
 DJ4942
 DJ4942  NAD 83(2007)-  44 12 42.01085(N)    091 27 41.51002(W) AD(2002.00) 1
 DJ4942  ELLIP H (07/29/08)  346.833  (m)                       GP(2002.00) 3 1
 DJ4942  NAVD 88             377.79   (m)         1239.5    (f) LEVELING    3  
 DJ4942  NAVD 88 (07/08/08)  377.790  (m)         1239.47   (f) SUPERSEDED  2 1
 DJ4942
 DJ4942.Superseded values are not recommended for survey control.
 DJ4942
 DJ4942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4942.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4942
 DJ4942_MARKER: DD = SURVEY DISK
 DJ4942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4942_STAMPING: 43 ARCADIA C GPS 1995
 DJ4942_MARK LOGO: WI-121
 DJ4942_PROJECTION: FLUSH
 DJ4942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4942+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 DJ4942
 DJ4942  HISTORY     - Date     Condition        Report By
 DJ4942  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4942  HISTORY     - 20061016 GOOD             WIDT
 DJ4942  HISTORY     - 20110927 GOOD             WIDT
 DJ4942
 DJ4942                          STATION DESCRIPTION
 DJ4942
 DJ4942'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4942'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4942'HIGHWAY G ABOUT 3 MI (4.8 KM) SOUTH OF THE CITY OF ARCADIA, GO NORTH
 DJ4942'ON STATE HIGHWAY 93 FOR 0.45 MI (0.7 KM) TO WILBER ROAD ON THE RIGHT,
 DJ4942'CONTINUE NORTH ON STATE HIGHWAY 93 FOR 0.15 MI (0.2 KM) TO THE STATION
 DJ4942'ON THE RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC
 DJ4942'CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER
 DJ4942'CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 2 M (6.6 FT)
 DJ4942'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 24.5 M (80.4 FT) EAST OF
 DJ4942'THE CENTERLINE OF STATE HIGHWAY 93, 107 M (351.0 FT) NORTH OF THE
 DJ4942'NORTHERN ENTRANCE TO A SCENIC OVERLOOK PARKING AREA, 32.1 M (105.3 FT)
 DJ4942'NORTH-NORTHEAST OF A WOOD POST FOR A --MERGING LANES-- SIGN, 15.5 M
 DJ4942'(50.9 FT) WEST OF A YELLOW 4X4 PLASTIC RIGHT-OF-WAY POST, AND 1.0 M
 DJ4942'(3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DJ4942'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4942'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4942
 DJ4942                          STATION RECOVERY (2011)
 DJ4942
 DJ4942'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8616 ***********************************************************************
 DP8616  DESIGNATION -  43 SAN RESET
 DP8616  PID         -  DP8616
 DP8616  STATE/COUNTY-  WI/SHAWANO
 DP8616  COUNTRY     -  US
 DP8616  USGS QUAD   -  THORNTON (2018)
 DP8616
 DP8616                         *CURRENT SURVEY CONTROL
 DP8616  ______________________________________________________________________
 DP8616* NAD 83(1986) POSITION- 44 51 19.8    (N) 088 37 36.5    (W)   HD_HELD2
 DP8616* NAVD 88 ORTHO HEIGHT -   265.542 (meters)      871.20  (feet) ADJUSTED
 DP8616  ______________________________________________________________________
 DP8616  GEOID HEIGHT    -        -36.149 (meters)                     GEOID18
 DP8616  DYNAMIC HEIGHT  -        265.509 (meters)      871.09  (feet) COMP
 DP8616  MODELED GRAVITY -    980,489.1   (mgal)                       NAVD 88
 DP8616
 DP8616  VERT ORDER      -  SECOND    CLASS I
 DP8616
 DP8616.The horizontal coordinates were established by autonomous hand held GPS
 DP8616.observations and have an estimated accuracy of +/- 10 meters.
 DP8616
 DP8616.The orthometric height was determined by differential leveling and
 DP8616.adjusted by the NATIONAL GEODETIC SURVEY
 DP8616.in February 2017.
 DP8616
 DP8616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8616.GEOID18 height accuracy estimate available here.
 DP8616
 DP8616.Click photographs - Photos may exist for this station.
 DP8616
 DP8616.The dynamic height is computed by dividing the NAVD 88
 DP8616.geopotential number by the normal gravity value computed on the
 DP8616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8616.degrees latitude (g = 980.6199 gals.).
 DP8616
 DP8616.The modeled gravity was interpolated from observed gravity values.
 DP8616
 DP8616;                    North         East    Units  Estimated Accuracy
 DP8616;SPC WI C     -   114,499.      708,532.      MT  (+/- 10 meters HH2 GPS)
 DP8616
 DP8616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7146068185(NAD 83)
 DP8616
 DP8616                          SUPERSEDED SURVEY CONTROL
 DP8616
 DP8616.No superseded survey control is available for this station.
 DP8616
 DP8616_MARKER: DD = SURVEY DISK
 DP8616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8616_STAMPING: 43 SAN 1963 RESET 1994
 DP8616_MARK LOGO: USGS
 DP8616_PROJECTION: FLUSH
 DP8616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8616+STABILITY: SURFACE MOTION
 DP8616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8616+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2014
 DP8616
 DP8616  HISTORY     - Date     Condition        Report By
 DP8616  HISTORY     - 1994     MONUMENTED       USGS
 DP8616  HISTORY     - 20140708 GOOD             WIDT
 DP8616
 DP8616                          STATION DESCRIPTION
 DP8616
 DP8616'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8616'THE STATION IS APPROXIMATELY 8 MI (12.9 KM) EAST OF GRESHAM, 5 MI (8.0
 DP8616'KM) NORTH-NORTHWEST OF SHAWANO AND 2.0 MI (3.2 KM) SOUTH-SOUTHEAST OF
 DP8616'KESHENA.
 DP8616'
 DP8616'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 AND STATE
 DP8616'HIGHWAY 55 WITH COUNTY HIGHWAY A, LOCATED APPROXIMATELY 2.7 MI (4.3
 DP8616'KM) NORTH-NORTHWEST OF THE CITY OF SHAWANO, GO NORTH ON STATE HIGHWAY
 DP8616'47 AND STATE HIGHWAY 55 FOR 1.8 MI (2.9 KM) TO STRAUSS ROAD ON THE
 DP8616'RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 47 AND STATE HIGHWAY 55 FOR
 DP8616'0.5 MI (0.8 KM) TO A HISTORICAL MARKER TURNOFF ON THE RIGHT AND THE
 DP8616'STATION ON THE RIGHT.
 DP8616'
 DP8616'THE STATION IS 17.3 M (56.8 FT) EAST OF THE CENTERLINE OF STATE
 DP8616'HIGHWAY 47 AND STATE HIGHWAY 55, 25.2 M (82.7 FT) NORTH OF A UTILITY
 DP8616'JUNCTION BOX -L2 145-, 0.8 M (2.6 FT) SOUTH OF THE SOUTH END OF A
 DP8616'HISTORICAL MARKER SIGN AND 0.2 M (0.7 FT) WEST OF A WHITE PLASTIC
 DP8616'WITNESS POST.
 DP8616'
 DP8616'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8616'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE WEST EXTENDING
 DP8616'TO 30 DEGREES ABOVE THE HORIZON AND THE REFERENCED HISTORICAL SIGN TO
 DP8616'THE NORTH EXTENDING TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS
 DP8616'AN ALUMINUM DEPARTMENT OF THE INTERIOR SURVEY DISK SET IN THE TOP OF A
 DP8616'10-CM DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5240 ***********************************************************************
 DK5240  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5240  DESIGNATION -  44 ARCADIA S GPS
 DK5240  PID         -  DK5240
 DK5240  STATE/COUNTY-  WI/TREMPEALEAU
 DK5240  COUNTRY     -  US
 DK5240  USGS QUAD   -  DODGE (2018)
 DK5240
 DK5240                         *CURRENT SURVEY CONTROL
 DK5240  ______________________________________________________________________
 DK5240* NAD 83(2011) POSITION- 44 10 40.50973(N) 091 30 27.89755(W)   ADJUSTED
 DK5240* NAD 83(2011) ELLIP HT-   353.833 (meters)        (06/27/12)   ADJUSTED
 DK5240* NAD 83(2011) EPOCH   -  2010.00
 DK5240* NAVD 88 ORTHO HEIGHT -   384.72  (meters)     1262.2   (feet) GPS OBS
 DK5240  ______________________________________________________________________
 DK5240  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5240  GEOID HEIGHT    -        -30.887 (meters)                     GEOID12A
 DK5240  GEOID HEIGHT    -        -30.890 (meters)                     GEOID18
 DK5240  NAD 83(2011) X  -   -120,561.630 (meters)                     COMP
 DK5240  NAD 83(2011) Y  - -4,580,388.737 (meters)                     COMP
 DK5240  NAD 83(2011) Z  -  4,422,537.715 (meters)                     COMP
 DK5240  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 DK5240
 DK5240  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5240  Standards:
 DK5240         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5240            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5240  -------------------------------------------------------------------
 DK5240  NETWORK    0.37   0.33           0.17   0.13   0.17      0.09005395
 DK5240  -------------------------------------------------------------------
 DK5240  Click here for local accuracies and other accuracy information.
 DK5240
 DK5240.The horizontal coordinates were established by GPS observations
 DK5240.and adjusted by the National Geodetic Survey in June 2012.
 DK5240
 DK5240.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5240.been affixed to the stable North American tectonic plate. See 
 DK5240.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5240
 DK5240.The horizontal coordinates are valid at the epoch date displayed above
 DK5240.which is a decimal equivalence of Year/Month/Day.
 DK5240
 DK5240.The orthometric height was determined by GPS observations and a
 DK5240.high-resolution geoid model using precise GPS observation and
 DK5240.processing techniques.
 DK5240
 DK5240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5240.GEOID18 height accuracy estimate available here.
 DK5240
 DK5240.Click photographs - Photos may exist for this station.
 DK5240
 DK5240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5240
 DK5240.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5240
 DK5240.The ellipsoidal height was determined by GPS observations
 DK5240.and is referenced to NAD 83.
 DK5240
 DK5240. The following values were computed from the NAD 83(2011) position.
 DK5240
 DK5240;                    North         East     Units Scale Factor Converg.
 DK5240;SPC WI C     -    39,409.242   479,436.323   MT  1.00001441   -1 03 49.8
 DK5240;SPC WI C     -   129,295.15  1,572,950.67   sFT  1.00001441   -1 03 49.8
 DK5240;UTM  15      - 4,892,716.888   619,282.180   MT  0.99977499   +1 02 24.2
 DK5240
 DK5240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5240!SPC WI C     -   0.99994452  x   1.00001441  =   0.99995893
 DK5240!UTM  15      -   0.99994452  x   0.99977499  =   0.99971952
 DK5240
 DK5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1928292716(NAD 83)
 DK5240
 DK5240                          SUPERSEDED SURVEY CONTROL
 DK5240
 DK5240  NAD 83(2007)-  44 10 40.50985(N)    091 30 27.89835(W) AD(2002.00) 1
 DK5240  ELLIP H (07/29/08)  353.865  (m)                       GP(2002.00) 3 1
 DK5240  NAVD 88 (07/29/08)  384.73   (m)  GEOID03  model used  GPS OBS        
 DK5240
 DK5240.Superseded values are not recommended for survey control.
 DK5240
 DK5240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5240.See file dsdata.pdf to determine how the superseded data were derived.
 DK5240
 DK5240_MARKER: DD = SURVEY DISK
 DK5240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5240_STAMPING: 44 ARCADIA S GPS 1995
 DK5240_MARK LOGO: WI-121
 DK5240_PROJECTION: FLUSH
 DK5240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5240+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2011
 DK5240
 DK5240  HISTORY     - Date     Condition        Report By
 DK5240  HISTORY     - 1995     MONUMENTED       WI-121
 DK5240  HISTORY     - 20061018 GOOD             WIDT
 DK5240  HISTORY     - 20110928 GOOD             WIDT
 DK5240
 DK5240                          STATION DESCRIPTION
 DK5240
 DK5240'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5240'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DK5240'HIGHWAY JJ ABOUT 5 MI (8.0 KM) SOUTH OF THE CITY OF ARCADIA, GO WEST
 DK5240'ON COUNTY HIGHWAY JJ FOR 0.75 MI (1.2 KM) TO GLODOWSKI ROAD ON THE
 DK5240'LEFT, CONTINUE NORTHWEST ON COUNTY HIGHWAY JJ FOR 0.15 MI (0.2 KM) TO
 DK5240'THE STATION ON THE LEFT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY
 DK5240'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DK5240'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 0.5 M
 DK5240'(1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 6.9 M (22.6 FT)
 DK5240'SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY JJ, 19 M (62.3 FT)
 DK5240'SOUTHEAST OF A FIELD ENTRANCE, 2.4 M (7.9 FT) SOUTHEAST OF A GREEN
 DK5240'METAL --UNDERGROUND POWER CABLES-- SIGN, 1.3 M (4.3 FT) NORTHEAST OF A
 DK5240'TELEPHONE PEDESTAL --1862--, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DK5240'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK5240'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK5240'ABOVE THE HORIZON.
 DK5240
 DK5240                          STATION RECOVERY (2011)
 DK5240
 DK5240'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0089 ***********************************************************************
 OM0089  DESIGNATION -  45
 OM0089  PID         -  OM0089
 OM0089  STATE/COUNTY-  WI/WAUKESHA
 OM0089  COUNTRY     -  US
 OM0089  USGS QUAD   -  HARTLAND (2018)
 OM0089
 OM0089                         *CURRENT SURVEY CONTROL
 OM0089  ______________________________________________________________________
 OM0089* NAD 83(1986) POSITION- 43 05 00.     (N) 088 15 30.     (W)   SCALED
 OM0089* NAVD 88 ORTHO HEIGHT -   260.032 (meters)      853.12  (feet) ADJUSTED
 OM0089  ______________________________________________________________________
 OM0089  GEOID HEIGHT    -        -34.735 (meters)                     GEOID18
 OM0089  DYNAMIC HEIGHT  -        259.964 (meters)      852.90  (feet) COMP
 OM0089  MODELED GRAVITY -    980,349.2   (mgal)                       NAVD 88
 OM0089
 OM0089  VERT ORDER      -  SECOND    CLASS 0
 OM0089
 OM0089.The horizontal coordinates were scaled from a map and have
 OM0089.an estimated accuracy of +/- 6 seconds.
 OM0089
 OM0089.The orthometric height was determined by differential leveling and
 OM0089.adjusted by the NATIONAL GEODETIC SURVEY
 OM0089.in June 1991.
 OM0089
 OM0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0089.GEOID18 height accuracy estimate available here.
 OM0089
 OM0089.Click photographs - Photos may exist for this station.
 OM0089
 OM0089.The dynamic height is computed by dividing the NAVD 88
 OM0089.geopotential number by the normal gravity value computed on the
 OM0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0089.degrees latitude (g = 980.6199 gals.).
 OM0089
 OM0089.The modeled gravity was interpolated from observed gravity values.
 OM0089
 OM0089;                    North         East    Units  Estimated Accuracy
 OM0089;SPC WI S     -   121,830.      741,810.      MT  (+/- 180 meters Scaled)
 OM0089
 OM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN975708(NAD 83)
 OM0089
 OM0089                          SUPERSEDED SURVEY CONTROL
 OM0089
 OM0089  NGVD 29 (??/??/92)  260.105  (m)          853.36   (f) ADJ UNCH    2 0
 OM0089
 OM0089.Superseded values are not recommended for survey control.
 OM0089
 OM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0089.See file dsdata.pdf to determine how the superseded data were derived.
 OM0089
 OM0089_MARKER: DD = SURVEY DISK
 OM0089_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OM0089_STAMPING: 45
 OM0089_MARK LOGO: CGS+SS
 OM0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0089
 OM0089  HISTORY     - Date     Condition        Report By
 OM0089  HISTORY     - 1934     MONUMENTED       WIGS
 OM0089  HISTORY     - 1934     GOOD             CGS
 OM0089
 OM0089                          STATION DESCRIPTION
 OM0089
 OM0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0089'0.2 MI E FROM PEWAUKEE.
 OM0089'0.25 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 OM0089'RAILROAD, 37 FEET SOUTH OF THE CENTER LINE OF STATE TRUNK
 OM0089'HIGHWAY 16, 23.5 FEET NORTH OF THE NORTH RAIL, 24 FEET WEST
 OM0089'OF POWER LINE POLE 27-1832, AND 44 FEET EAST OF TELEGRAPH
 OM0089'POLE, 1 INCH ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0095 ***********************************************************************
 OM0095  DESIGNATION -  46
 OM0095  PID         -  OM0095
 OM0095  STATE/COUNTY-  WI/WAUKESHA
 OM0095  COUNTRY     -  US
 OM0095  USGS QUAD   -  HARTLAND (2018)
 OM0095
 OM0095                         *CURRENT SURVEY CONTROL
 OM0095  ______________________________________________________________________
 OM0095* NAD 83(1986) POSITION- 43 05 27.     (N) 088 18 22.     (W)   SCALED
 OM0095* NAVD 88 ORTHO HEIGHT -   266.297 (meters)      873.68  (feet) ADJUSTED
 OM0095  ______________________________________________________________________
 OM0095  GEOID HEIGHT    -        -34.684 (meters)                     GEOID18
 OM0095  DYNAMIC HEIGHT  -        266.227 (meters)      873.45  (feet) COMP
 OM0095  MODELED GRAVITY -    980,350.5   (mgal)                       NAVD 88
 OM0095
 OM0095  VERT ORDER      -  SECOND    CLASS 0
 OM0095
 OM0095.The horizontal coordinates were scaled from a map and have
 OM0095.an estimated accuracy of +/- 6 seconds.
 OM0095
 OM0095.The orthometric height was determined by differential leveling and
 OM0095.adjusted by the NATIONAL GEODETIC SURVEY
 OM0095.in June 1991.
 OM0095
 OM0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0095.GEOID18 height accuracy estimate available here.
 OM0095
 OM0095.Click photographs - Photos may exist for this station.
 OM0095
 OM0095.The dynamic height is computed by dividing the NAVD 88
 OM0095.geopotential number by the normal gravity value computed on the
 OM0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0095.degrees latitude (g = 980.6199 gals.).
 OM0095
 OM0095.The modeled gravity was interpolated from observed gravity values.
 OM0095
 OM0095;                    North         East    Units  Estimated Accuracy
 OM0095;SPC WI S     -   122,580.      737,900.      MT  (+/- 180 meters Scaled)
 OM0095
 OM0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN936717(NAD 83)
 OM0095
 OM0095                          SUPERSEDED SURVEY CONTROL
 OM0095
 OM0095  NGVD 29 (??/??/92)  266.367  (m)          873.91   (f) ADJ UNCH    2 0
 OM0095
 OM0095.Superseded values are not recommended for survey control.
 OM0095
 OM0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0095.See file dsdata.pdf to determine how the superseded data were derived.
 OM0095
 OM0095_MARKER: DD = SURVEY DISK
 OM0095_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OM0095_STAMPING: 46
 OM0095_MARK LOGO: CGS+SS
 OM0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0095
 OM0095  HISTORY     - Date     Condition        Report By
 OM0095  HISTORY     - 1934     MONUMENTED       WIGS
 OM0095  HISTORY     - 1934     GOOD             CGS
 OM0095  HISTORY     - 1939     MARK NOT FOUND   USGS
 OM0095
 OM0095                          STATION DESCRIPTION
 OM0095
 OM0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0095'2.2 MI W FROM PEWAUKEE.
 OM0095'2.2 MILES WEST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0095'PACIFIC RAILROAD, 10 POLES EAST OF MILEPOST 108, THENCE 16 FEET
 OM0095'SOUTH OF THE CENTER LINE OF THE SOUTH TRACK, 12 FEET NORTH
 OM0095'OF RIGHT-OF-WAY FENCE, AT RAIL LEVEL.  NOTE-- RECONSTRUCTION
 OM0095'ALONG THE RAILROAD.
 OM0095
 OM0095                          STATION RECOVERY (1939)
 OM0095
 OM0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 OM0095'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5241 ***********************************************************************
 DK5241  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5241  DESIGNATION -  47 PINE CREEK GPS
 DK5241  PID         -  DK5241
 DK5241  STATE/COUNTY-  WI/TREMPEALEAU
 DK5241  COUNTRY     -  US
 DK5241  USGS QUAD   -  TAMARACK (2018)
 DK5241
 DK5241                         *CURRENT SURVEY CONTROL
 DK5241  ______________________________________________________________________
 DK5241* NAD 83(2011) POSITION- 44 08 36.43440(N) 091 29 18.50382(W)   ADJUSTED
 DK5241* NAD 83(2011) ELLIP HT-   351.550 (meters)        (06/27/12)   ADJUSTED
 DK5241* NAD 83(2011) EPOCH   -  2010.00
 DK5241* NAVD 88 ORTHO HEIGHT -   382.49  (meters)     1254.9   (feet) GPS OBS
 DK5241  ______________________________________________________________________
 DK5241  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5241  GEOID HEIGHT    -        -30.942 (meters)                     GEOID12A
 DK5241  GEOID HEIGHT    -        -30.948 (meters)                     GEOID18
 DK5241  NAD 83(2011) X  -   -119,089.907 (meters)                     COMP
 DK5241  NAD 83(2011) Y  - -4,583,094.650 (meters)                     COMP
 DK5241  NAD 83(2011) Z  -  4,419,788.636 (meters)                     COMP
 DK5241  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC18
 DK5241
 DK5241  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5241  Standards:
 DK5241         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5241            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5241  -------------------------------------------------------------------
 DK5241  NETWORK    0.31   0.29           0.14   0.11   0.15      0.09648266
 DK5241  -------------------------------------------------------------------
 DK5241  Click here for local accuracies and other accuracy information.
 DK5241
 DK5241.The horizontal coordinates were established by GPS observations
 DK5241.and adjusted by the National Geodetic Survey in June 2012.
 DK5241
 DK5241.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5241.been affixed to the stable North American tectonic plate. See 
 DK5241.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5241
 DK5241.The horizontal coordinates are valid at the epoch date displayed above
 DK5241.which is a decimal equivalence of Year/Month/Day.
 DK5241
 DK5241.The orthometric height was determined by GPS observations and a
 DK5241.high-resolution geoid model using precise GPS observation and
 DK5241.processing techniques.
 DK5241
 DK5241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5241.GEOID18 height accuracy estimate available here.
 DK5241
 DK5241.Click photographs - Photos may exist for this station.
 DK5241
 DK5241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5241
 DK5241.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5241
 DK5241.The ellipsoidal height was determined by GPS observations
 DK5241.and is referenced to NAD 83.
 DK5241
 DK5241. The following values were computed from the NAD 83(2011) position.
 DK5241
 DK5241;                    North         East     Units Scale Factor Converg.
 DK5241;SPC WI C     -    35,551.747   480,907.318   MT  1.00002185   -1 03 00.8
 DK5241;SPC WI C     -   116,639.36  1,577,776.76   sFT  1.00002185   -1 03 00.8
 DK5241;UTM  15      - 4,888,916.899   620,893.383   MT  0.99977975   +1 03 10.2
 DK5241
 DK5241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5241!SPC WI C     -   0.99994488  x   1.00002185  =   0.99996673
 DK5241!UTM  15      -   0.99994488  x   0.99977975  =   0.99972464
 DK5241
 DK5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2089388916(NAD 83)
 DK5241
 DK5241                          SUPERSEDED SURVEY CONTROL
 DK5241
 DK5241  NAD 83(2007)-  44 08 36.43451(N)    091 29 18.50463(W) AD(2002.00) 1
 DK5241  ELLIP H (07/29/08)  351.582  (m)                       GP(2002.00) 3 1
 DK5241  NAVD 88 (07/29/08)  382.50   (m)  GEOID03  model used  GPS OBS        
 DK5241
 DK5241.Superseded values are not recommended for survey control.
 DK5241
 DK5241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5241.See file dsdata.pdf to determine how the superseded data were derived.
 DK5241
 DK5241_MARKER: DD = SURVEY DISK
 DK5241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5241_STAMPING: 47 PINE CREEK GPS 1995
 DK5241_MARK LOGO: WI-121
 DK5241_PROJECTION: FLUSH
 DK5241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5241+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2011
 DK5241
 DK5241  HISTORY     - Date     Condition        Report By
 DK5241  HISTORY     - 1995     MONUMENTED       WI-121
 DK5241  HISTORY     - 20061016 GOOD             WIDT
 DK5241  HISTORY     - 20110928 GOOD             WIDT
 DK5241
 DK5241                          STATION DESCRIPTION
 DK5241
 DK5241'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5241'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DK5241'HIGHWAY J ABOUT 10 MI (16.1 KM) SOUTH-SOUTHWEST OF THE CITY OF
 DK5241'ARCADIA, GO NORTH THEN EAST ON COUNTY HIGHWAY G FOR 1.8 MI (2.9 KM) TO
 DK5241'PINE CREEK RIDGE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH THEN
 DK5241'NORTHEAST ON PINE CREEK RIDGE ROAD FOR 1.8 MI (2.9 KM) TO SCHMICKLE
 DK5241'VALLEY ROAD AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DK5241'TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DK5241'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5241'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.6 M
 DK5241'(18.4 FT) NORTH-NORTHWEST OF THE CENTERLINE OF PINE CREEK RIDGE ROAD,
 DK5241'14.5 M (47.6 FT) WEST-SOUTHWEST OF THE CENTERLINE OF SCHMICKLE VALLEY
 DK5241'ROAD, 6 M (19.7 FT) WEST OF THE EXTENDED CENTER OF A FIELD ENTRANCE,
 DK5241'AND 1.0 M (3.3 FT) NORTHWEST, SOUTHEAST, AND SOUTHWEST OF AN ORANGE
 DK5241'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5241'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5241
 DK5241                          STATION RECOVERY (2011)
 DK5241
 DK5241'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0097 ***********************************************************************
 OM0097  DESIGNATION -  48
 OM0097  PID         -  OM0097
 OM0097  STATE/COUNTY-  WI/WAUKESHA
 OM0097  COUNTRY     -  US
 OM0097  USGS QUAD   -  HARTLAND (2018)
 OM0097
 OM0097                         *CURRENT SURVEY CONTROL
 OM0097  ______________________________________________________________________
 OM0097* NAD 83(1986) POSITION- 43 06 00.     (N) 088 20 34.     (W)   SCALED
 OM0097* NAVD 88 ORTHO HEIGHT -   281.784 (meters)      924.49  (feet) ADJUSTED
 OM0097  ______________________________________________________________________
 OM0097  GEOID HEIGHT    -        -34.655 (meters)                     GEOID18
 OM0097  DYNAMIC HEIGHT  -        281.711 (meters)      924.25  (feet) COMP
 OM0097  MODELED GRAVITY -    980,352.3   (mgal)                       NAVD 88
 OM0097
 OM0097  VERT ORDER      -  SECOND    CLASS 0
 OM0097
 OM0097.The horizontal coordinates were scaled from a map and have
 OM0097.an estimated accuracy of +/- 6 seconds.
 OM0097
 OM0097.The orthometric height was determined by differential leveling and
 OM0097.adjusted by the NATIONAL GEODETIC SURVEY
 OM0097.in June 1991.
 OM0097
 OM0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0097.GEOID18 height accuracy estimate available here.
 OM0097
 OM0097.Click photographs - Photos may exist for this station.
 OM0097
 OM0097.The dynamic height is computed by dividing the NAVD 88
 OM0097.geopotential number by the normal gravity value computed on the
 OM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0097.degrees latitude (g = 980.6199 gals.).
 OM0097
 OM0097.The modeled gravity was interpolated from observed gravity values.
 OM0097
 OM0097;                    North         East    Units  Estimated Accuracy
 OM0097;SPC WI S     -   123,540.      734,900.      MT  (+/- 180 meters Scaled)
 OM0097
 OM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN907727(NAD 83)
 OM0097
 OM0097                          SUPERSEDED SURVEY CONTROL
 OM0097
 OM0097  NGVD 29 (??/??/92)  281.850  (m)          924.70   (f) ADJ UNCH    2 0
 OM0097
 OM0097.Superseded values are not recommended for survey control.
 OM0097
 OM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0097.See file dsdata.pdf to determine how the superseded data were derived.
 OM0097
 OM0097_MARKER: DD = SURVEY DISK
 OM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0097_STAMPING: 48
 OM0097_MARK LOGO: CGS+SS
 OM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0097+STABILITY: SURFACE MOTION
 OM0097
 OM0097  HISTORY     - Date     Condition        Report By
 OM0097  HISTORY     - 1934     MONUMENTED       WIGS
 OM0097  HISTORY     - 1934     GOOD             CGS
 OM0097
 OM0097                          STATION DESCRIPTION
 OM0097
 OM0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0097'0.3 MI E FROM HARTLAND.
 OM0097'0.27 MILE EAST OF DEPOT ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 OM0097'AND PACIFIC RAILROAD, 84 FEET WEST OF SECTION LINE RUNNING
 OM0097'NORTH AND SOUTH, 19.6 FEET NORTH OF THE NORTH RAIL, 18 FEET SOUTH
 OM0097'OF THE RIGHT-OF-WAY FENCE, 19.5 FEET FROM TELEGRAPH POLE, 0.5
 OM0097'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5239 ***********************************************************************
 DK5239  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5239  DESIGNATION -  48 GALE NW GPS
 DK5239  PID         -  DK5239
 DK5239  STATE/COUNTY-  WI/TREMPEALEAU
 DK5239  COUNTRY     -  US
 DK5239  USGS QUAD   -  ETTRICK (2018)
 DK5239
 DK5239                         *CURRENT SURVEY CONTROL
 DK5239  ______________________________________________________________________
 DK5239* NAD 83(2011) POSITION- 44 09 13.90135(N) 091 22 10.68862(W)   ADJUSTED
 DK5239* NAD 83(2011) ELLIP HT-   209.893 (meters)        (06/27/12)   ADJUSTED
 DK5239* NAD 83(2011) EPOCH   -  2010.00
 DK5239* NAVD 88 ORTHO HEIGHT -   241.17  (meters)      791.2   (feet) GPS OBS
 DK5239  ______________________________________________________________________
 DK5239  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5239  GEOID HEIGHT    -        -31.275 (meters)                     GEOID12A
 DK5239  GEOID HEIGHT    -        -31.276 (meters)                     GEOID18
 DK5239  NAD 83(2011) X  -   -109,562.147 (meters)                     COMP
 DK5239  NAD 83(2011) Y  - -4,582,424.898 (meters)                     COMP
 DK5239  NAD 83(2011) Z  -  4,420,519.784 (meters)                     COMP
 DK5239  LAPLACE CORR    -         -8.97  (seconds)                    DEFLEC18
 DK5239
 DK5239  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5239  Standards:
 DK5239         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5239            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5239  -------------------------------------------------------------------
 DK5239  NETWORK    0.31   0.29           0.14   0.11   0.15      0.09144876
 DK5239  -------------------------------------------------------------------
 DK5239  Click here for local accuracies and other accuracy information.
 DK5239
 DK5239.The horizontal coordinates were established by GPS observations
 DK5239.and adjusted by the National Geodetic Survey in June 2012.
 DK5239
 DK5239.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5239.been affixed to the stable North American tectonic plate. See 
 DK5239.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5239
 DK5239.The horizontal coordinates are valid at the epoch date displayed above
 DK5239.which is a decimal equivalence of Year/Month/Day.
 DK5239
 DK5239.The orthometric height was determined by GPS observations and a
 DK5239.high-resolution geoid model using precise GPS observation and
 DK5239.processing techniques.
 DK5239
 DK5239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5239.GEOID18 height accuracy estimate available here.
 DK5239
 DK5239.Click photographs - Photos may exist for this station.
 DK5239
 DK5239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5239
 DK5239.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5239
 DK5239.The ellipsoidal height was determined by GPS observations
 DK5239.and is referenced to NAD 83.
 DK5239
 DK5239. The following values were computed from the NAD 83(2011) position.
 DK5239
 DK5239;                    North         East     Units Scale Factor Converg.
 DK5239;SPC WI C     -    36,540.707   490,434.069   MT  1.00001956   -0 57 59.0
 DK5239;SPC WI C     -   119,883.97  1,609,032.44   sFT  1.00001956   -0 57 59.0
 DK5239;UTM  15      - 4,890,254.427   630,375.287   MT  0.99980905   +1 08 09.1
 DK5239
 DK5239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5239!SPC WI C     -   0.99996709  x   1.00001956  =   0.99998665
 DK5239!UTM  15      -   0.99996709  x   0.99980905  =   0.99977615
 DK5239
 DK5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3037590254(NAD 83)
 DK5239
 DK5239                          SUPERSEDED SURVEY CONTROL
 DK5239
 DK5239  NAD 83(2007)-  44 09 13.90146(N)    091 22 10.68944(W) AD(2002.00) 1
 DK5239  ELLIP H (07/29/08)  209.927  (m)                       GP(2002.00) 3 1
 DK5239  NAVD 88 (07/29/08)  241.17   (m)  GEOID03  model used  GPS OBS        
 DK5239
 DK5239.Superseded values are not recommended for survey control.
 DK5239
 DK5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5239.See file dsdata.pdf to determine how the superseded data were derived.
 DK5239
 DK5239_MARKER: DD = SURVEY DISK
 DK5239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5239_STAMPING: 48 GALE NW GPS 1995
 DK5239_MARK LOGO: WI-121
 DK5239_PROJECTION: FLUSH
 DK5239_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5239+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 DK5239
 DK5239  HISTORY     - Date     Condition        Report By
 DK5239  HISTORY     - 1995     MONUMENTED       WI-121
 DK5239  HISTORY     - 20061009 GOOD             WIDT
 DK5239  HISTORY     - 20110927 GOOD             WIDT
 DK5239
 DK5239                          STATION DESCRIPTION
 DK5239
 DK5239'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5239'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DK5239'HIGHWAY TT ABOUT 3 MI (4.8 KM) SOUTHWEST OF THE VILLAGE OF ETTRICK, GO
 DK5239'WEST ON COUNTY HIGHWAY TT FOR 0.15 MI (0.2 KM) TO COUNTY HIGHWAY T,
 DK5239'CONTINUE SOUTHWEST ON COUNTY HIGHWAY T FOR 1.7 MI (2.7 KM) TO OAK
 DK5239'RIDGE DRIVE ON THE RIGHT, TURN RIGHT AND GO NORTHWEST ON OAK RIDGE
 DK5239'DRIVE FOR 0.7 MI (1.1 KM) TO BRENEGAN LANE ON THE LEFT, CONTINUE NORTH
 DK5239'THEN WEST ON OAK RIDGE DRIVE FOR 1.0 MI (1.6 KM) TO THE STATION ON THE
 DK5239'RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL
 DK5239'STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE
 DK5239'POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DK5239'PAVEMENT.  THE STATION IS 7.2 M (23.6 FT) NORTH OF THE CENTERLINE OF
 DK5239'OAK RIDGE DRIVE, 15 M (49.2 FT) EAST OF A FIELD ENTRANCE, AND 1.0 M
 DK5239'(3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DK5239'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5239'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5239
 DK5239                          STATION RECOVERY (2011)
 DK5239
 DK5239'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0099 ***********************************************************************
 OM0099  DESIGNATION -  49
 OM0099  PID         -  OM0099
 OM0099  STATE/COUNTY-  WI/WAUKESHA
 OM0099  COUNTRY     -  US
 OM0099  USGS QUAD   -  HARTLAND (2018)
 OM0099
 OM0099                         *CURRENT SURVEY CONTROL
 OM0099  ______________________________________________________________________
 OM0099* NAD 83(1986) POSITION- 43 05 58.     (N) 088 21 25.     (W)   SCALED
 OM0099* NAVD 88 ORTHO HEIGHT -   285.564 (meters)      936.89  (feet) ADJUSTED
 OM0099  ______________________________________________________________________
 OM0099  GEOID HEIGHT    -        -34.643 (meters)                     GEOID18
 OM0099  DYNAMIC HEIGHT  -        285.490 (meters)      936.65  (feet) COMP
 OM0099  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 OM0099
 OM0099  VERT ORDER      -  SECOND    CLASS 0
 OM0099
 OM0099.The horizontal coordinates were scaled from a map and have
 OM0099.an estimated accuracy of +/- 6 seconds.
 OM0099
 OM0099.The orthometric height was determined by differential leveling and
 OM0099.adjusted by the NATIONAL GEODETIC SURVEY
 OM0099.in June 1991.
 OM0099
 OM0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0099.GEOID18 height accuracy estimate available here.
 OM0099
 OM0099.Click photographs - Photos may exist for this station.
 OM0099
 OM0099.The dynamic height is computed by dividing the NAVD 88
 OM0099.geopotential number by the normal gravity value computed on the
 OM0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0099.degrees latitude (g = 980.6199 gals.).
 OM0099
 OM0099.The modeled gravity was interpolated from observed gravity values.
 OM0099
 OM0099;                    North         East    Units  Estimated Accuracy
 OM0099;SPC WI S     -   123,460.      733,740.      MT  (+/- 180 meters Scaled)
 OM0099
 OM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN895727(NAD 83)
 OM0099
 OM0099                          SUPERSEDED SURVEY CONTROL
 OM0099
 OM0099  NGVD 29 (??/??/92)  285.629  (m)          937.10   (f) ADJ UNCH    2 0
 OM0099
 OM0099.Superseded values are not recommended for survey control.
 OM0099
 OM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0099.See file dsdata.pdf to determine how the superseded data were derived.
 OM0099
 OM0099_MARKER: DD = SURVEY DISK
 OM0099_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OM0099_STAMPING: 49
 OM0099_MARK LOGO: CGS+SS
 OM0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0099
 OM0099  HISTORY     - Date     Condition        Report By
 OM0099  HISTORY     - 1934     MONUMENTED       WIGS
 OM0099  HISTORY     - 1934     MARK NOT FOUND   CGS
 OM0099  HISTORY     - 1956     MARK NOT FOUND   CGS
 OM0099
 OM0099                          STATION DESCRIPTION
 OM0099
 OM0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0099'0.3 MI W FROM HARTLAND.
 OM0099'0.3 MILE WEST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0099'PACIFIC RAILROAD AT THE PRIVATE CROSSING OF THE WHITE ELM
 OM0099'NURSERY CO.  SET IN CONCRETE POST 34 FEET SOUTH OF THE
 OM0099'SOUTH RAIL OF THE MAIN LINE, 53 FEET EAST OF POWER LINE POLE,
 OM0099'20 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 27 FEET WEST OF THE
 OM0099'CENTER LINE OF THE CROSSING, 2 INCHES ABOVE THE GROUND.
 OM0099'NOTE-- THERE IS NO RIGHT-OF-WAY FENCE, TELEGRAPH POLES BUT
 OM0099'NO POWER TRANSMISSION POLES IN AREA.  FIVE TRACKS HERE AND
 OM0099'PRIVATE ROAD CROSSES AT AN ANGLE.
 OM0099
 OM0099                          STATION RECOVERY (1956)
 OM0099
 OM0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 OM0099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4938 ***********************************************************************
 DJ4938  DESIGNATION -  49 GALE N GPS
 DJ4938  PID         -  DJ4938
 DJ4938  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4938  COUNTRY     -  US
 DJ4938  USGS QUAD   -  ETTRICK (2018)
 DJ4938
 DJ4938                         *CURRENT SURVEY CONTROL
 DJ4938  ______________________________________________________________________
 DJ4938* NAD 83(2011) POSITION- 44 09 18.29555(N) 091 18 19.80470(W)   ADJUSTED
 DJ4938* NAD 83(2011) ELLIP HT-   202.047 (meters)        (06/27/12)   ADJUSTED
 DJ4938* NAD 83(2011) EPOCH   -  2010.00
 DJ4938* NAVD 88 ORTHO HEIGHT -   233.530 (meters)      766.17  (feet) ADJUSTED
 DJ4938  ______________________________________________________________________
 DJ4938  GEOID HEIGHT    -        -31.484 (meters)                     GEOID18
 DJ4938  NAD 83(2011) X  -   -104,430.430 (meters)                     COMP
 DJ4938  NAD 83(2011) Y  - -4,582,444.582 (meters)                     COMP
 DJ4938  NAD 83(2011) Z  -  4,420,611.631 (meters)                     COMP
 DJ4938  LAPLACE CORR    -         -7.50  (seconds)                    DEFLEC18
 DJ4938  DYNAMIC HEIGHT  -        233.492 (meters)      766.05  (feet) COMP
 DJ4938  MODELED GRAVITY -    980,449.8   (mgal)                       NAVD 88
 DJ4938
 DJ4938  VERT ORDER      -  SECOND    CLASS I
 DJ4938
 DJ4938  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4938  Standards:
 DJ4938         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4938            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4938  -------------------------------------------------------------------
 DJ4938  NETWORK    0.31   0.29           0.14   0.11   0.15      0.10847739
 DJ4938  -------------------------------------------------------------------
 DJ4938  Click here for local accuracies and other accuracy information.
 DJ4938
 DJ4938.The horizontal coordinates were established by GPS observations
 DJ4938.and adjusted by the National Geodetic Survey in June 2012.
 DJ4938
 DJ4938.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4938.been affixed to the stable North American tectonic plate. See 
 DJ4938.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4938
 DJ4938.The horizontal coordinates are valid at the epoch date displayed above
 DJ4938.which is a decimal equivalence of Year/Month/Day.
 DJ4938
 DJ4938.The orthometric height was determined by differential leveling and
 DJ4938.adjusted by the WI DEPT OF TRANSP
 DJ4938.in May 2012.
 DJ4938
 DJ4938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4938.GEOID18 height accuracy estimate available here.
 DJ4938
 DJ4938.Click photographs - Photos may exist for this station.
 DJ4938
 DJ4938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4938
 DJ4938.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4938
 DJ4938.The ellipsoidal height was determined by GPS observations
 DJ4938.and is referenced to NAD 83.
 DJ4938
 DJ4938.The dynamic height is computed by dividing the NAVD 88
 DJ4938.geopotential number by the normal gravity value computed on the
 DJ4938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4938.degrees latitude (g = 980.6199 gals.).
 DJ4938
 DJ4938.The modeled gravity was interpolated from observed gravity values.
 DJ4938
 DJ4938. The following values were computed from the NAD 83(2011) position.
 DJ4938
 DJ4938;                    North         East     Units Scale Factor Converg.
 DJ4938;SPC WI C     -    36,591.812   495,566.320   MT  1.00001930   -0 55 16.1
 DJ4938;SPC WI C     -   120,051.64  1,625,870.50   sFT  1.00001930   -0 55 16.1
 DJ4938;UTM  15      - 4,890,493.690   635,501.174   MT  0.99982581   +1 10 50.1
 DJ4938
 DJ4938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4938!SPC WI C     -   0.99996832  x   1.00001930  =   0.99998762
 DJ4938!UTM  15      -   0.99996832  x   0.99982581  =   0.99979414
 DJ4938
 DJ4938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3550190493(NAD 83)
 DJ4938
 DJ4938                          SUPERSEDED SURVEY CONTROL
 DJ4938
 DJ4938  NAD 83(2007)-  44 09 18.29566(N)    091 18 19.80552(W) AD(2002.00) 1
 DJ4938  ELLIP H (07/29/08)  202.081  (m)                       GP(2002.00) 3 1
 DJ4938  NAVD 88             233.52   (m)          766.1    (f) LEVELING    3  
 DJ4938  NAVD 88 (07/08/08)  233.523  (m)          766.15   (f) SUPERSEDED  2 1
 DJ4938
 DJ4938.Superseded values are not recommended for survey control.
 DJ4938
 DJ4938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4938.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4938
 DJ4938_MARKER: DD = SURVEY DISK
 DJ4938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4938_STAMPING: 49 GALE N GPS 1995
 DJ4938_MARK LOGO: WI-121
 DJ4938_PROJECTION: FLUSH
 DJ4938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4938+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2011
 DJ4938
 DJ4938  HISTORY     - Date     Condition        Report By
 DJ4938  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4938  HISTORY     - 20061009 GOOD             WIDT
 DJ4938  HISTORY     - 20110922 GOOD             WIDT
 DJ4938
 DJ4938                          STATION DESCRIPTION
 DJ4938
 DJ4938'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4938'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4938'HIGHWAY TT ABOUT 2 MI (3.2 KM) SOUTHWEST OF THE VILLAGE OF ETTRICK, GO
 DJ4938'EAST-NORTHEAST ON US HIGHWAY 53 FOR 0.8 MI (1.3 KM) TO THE STATION ON
 DJ4938'THE RIGHT.
 DJ4938'
 DJ4938'THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION
 DJ4938'DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST,
 DJ4938'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4938'THE STATION IS 12.5 M (41.0 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY
 DJ4938'53, 29.6 M (97.1 FT) SOUTH OF A POWER POLE, 6.0 M (19.7 FT) NORTH OF A
 DJ4938'BARBED WIRE FENCE, 1.0 M (3.3 FT) EAST AND WEST OF AN ORANGE 4X4
 DJ4938'PLASTIC WITNESS POST, AND 0.8 M (2.6 FT) NORTHWEST OF A FIBERGLASS
 DJ4938'MARKER FOR A BURIED NATURAL GAS LINE.
 DJ4938'
 DJ4938'---NOTE---THIS STATION NO VISIBLE OBSTRUCTIONS EXTENDIN HIGHER THAN 15
 DJ4938'DEGREES ABOVE THE HORIZON.
 DJ4938
 DJ4938                          STATION RECOVERY (2011)
 DJ4938
 DJ4938'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4938'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1698 ***********************************************************************
 RN1698  DESIGNATION -  490 RESET
 RN1698  PID         -  RN1698
 RN1698  STATE/COUNTY-  WI/DOUGLAS
 RN1698  COUNTRY     -  US
 RN1698  USGS QUAD   -  WEST DULUTH (2019)
 RN1698
 RN1698                         *CURRENT SURVEY CONTROL
 RN1698  ______________________________________________________________________
 RN1698* NAD 83(2011) POSITION- 46 41 29.16289(N) 092 10 33.54173(W)   ADJUSTED
 RN1698* NAD 83(2011) ELLIP HT-   165.715 (meters)        (06/27/12)   ADJUSTED
 RN1698* NAD 83(2011) EPOCH   -  2010.00
 RN1698* NAVD 88 ORTHO HEIGHT -   193.7   (meters)      635.    (feet) VERTCON3
 RN1698  ______________________________________________________________________
 RN1698  GEOID HEIGHT    -        -28.229 (meters)                     GEOID18
 RN1698  NAD 83(2011) X  -   -166,411.300 (meters)                     COMP
 RN1698  NAD 83(2011) Y  - -4,379,665.223 (meters)                     COMP
 RN1698  NAD 83(2011) Z  -  4,618,423.619 (meters)                     COMP
 RN1698  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 RN1698
 RN1698  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RN1698  Standards:
 RN1698         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RN1698            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RN1698  -------------------------------------------------------------------
 RN1698  NETWORK    3.03   3.55           1.00   1.39   1.81     -0.23164144
 RN1698  -------------------------------------------------------------------
 RN1698  Click here for local accuracies and other accuracy information.
 RN1698
 RN1698.The horizontal coordinates were established by GPS observations
 RN1698.and adjusted by the National Geodetic Survey in June 2012.
 RN1698
 RN1698.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RN1698.been affixed to the stable North American tectonic plate. See 
 RN1698.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RN1698
 RN1698.The horizontal coordinates are valid at the epoch date displayed above
 RN1698.which is a decimal equivalence of Year/Month/Day.
 RN1698
 RN1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1698
 RN1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1698.GEOID18 height accuracy estimate available here.
 RN1698
 RN1698.Click photographs - Photos may exist for this station.
 RN1698
 RN1698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1698
 RN1698.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1698
 RN1698.The ellipsoidal height was determined by GPS observations
 RN1698.and is referenced to NAD 83.
 RN1698
 RN1698. The following values were computed from the NAD 83(2011) position.
 RN1698
 RN1698;                    North         East     Units Scale Factor Converg.
 RN1698;SPC WI N     -   171,754.805   433,575.973   MT  0.99998711   -1 34 10.9
 RN1698;SPC WI N     -   563,498.89  1,422,490.50   sFT  0.99998711   -1 34 10.9
 RN1698;UTM  15      - 5,171,204.929   563,005.929   MT  0.99964879   +0 35 58.7
 RN1698
 RN1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1698!SPC WI N     -   0.99997402  x   0.99998711  =   0.99996113
 RN1698!UTM  15      -   0.99997402  x   0.99964879  =   0.99962282
 RN1698
 RN1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6300571204(NAD 83)
 RN1698
 RN1698                          SUPERSEDED SURVEY CONTROL
 RN1698
 RN1698  NAD 83(2007)-  46 41 29.16298(N)    092 10 33.54267(W) AD(2002.00) 0
 RN1698  ELLIP H (02/10/07)  165.748  (m)                       GP(2002.00)    
 RN1698  NAD 83(1996)-  46 41 29.16274(N)    092 10 33.54335(W) AD(       ) 2
 RN1698  ELLIP H (03/16/99)  165.792  (m)                       GP(       ) 4 1
 RN1698  NAD 83(1991)-  46 41 29.16309(N)    092 10 33.54267(W) AD(       ) 2
 RN1698  ELLIP H (11/21/91)  165.720  (m)                       GP(       ) 4 1
 RN1698  NAD 83(1986)-  46 41 29.15959(N)    092 10 33.54401(W) AD(       ) 2
 RN1698  NGVD 29 (05/23/89)  193.6    (m)  RAPSU86  model used  GPS OBS        
 RN1698
 RN1698.Superseded values are not recommended for survey control.
 RN1698
 RN1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1698.See file dsdata.pdf to determine how the superseded data were derived.
 RN1698
 RN1698_MARKER: A = ALUMINUM MARKER
 RN1698_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 RN1698_SP_SET: DRIVEN INTO GROUND
 RN1698_STAMPING: 490 RESET
 RN1698_MARK LOGO: USACE
 RN1698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1698+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RN1698
 RN1698  HISTORY     - Date     Condition        Report By
 RN1698  HISTORY     - 1988     MONUMENTED       USACE
 RN1698
 RN1698                          STATION DESCRIPTION
 RN1698
 RN1698'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988
 RN1698'THIS STATION CAN ONLY BE REACHED BY BOAT.  THE STATION IS LOCATED ON
 RN1698'CHASES POINT ON THE EASTERN BANK OF THE ST LOUIS RIVER.  TO REACH THE
 RN1698'STATION FROM THE BONG MEMORIAL BRIDGE (US ROUTE 2) PROCEED UPSTREAM
 RN1698'ALONG THE MINNESOTA CHANNEL FOR APPROXIMATELY 8.5 KM (5.30 MI) PASSING
 RN1698'JUST SOUTH OF CLOUGH ISLAND AND ALONG THE EASTERN SHORE OF SPIRIT
 RN1698'LAKE.  THE STATION IS EAST OF THE NORTHERN END OF SPIRIT ISLAND AND
 RN1698'APPROXIMATELY 1.9 KM (1.20 MI) NORTH OF RIVERVIEW.  IT IS
 RN1698'APPROXIMATELY 12 M (39.4 FT) FROM THE TOP OF THE RIVER BANK.
 RN1698'THE MONUMENT IS A BERNTSEN 3-D TOP SECURITY MONUMENT DRIVEN TO THE
 RN1698'POINT OF REFUSAL.  IT IS SURMOUNTED BY A DURALUMINUM CAP AND
 RN1698'SURROUNDED BY A PVC SLEEVE FILLED WITH SAND.  THE MONUMENT IS
 RN1698'PROTECTED BY AN ACCESS COVER SET FLUSH WITH THE GROUND.
 RN1698'THE CAP IS STAMPED 490 RESET 1988.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4222 ***********************************************************************
 DL4222  DESIGNATION -  4B46
 DL4222  PID         -  DL4222
 DL4222  STATE/COUNTY-  WI/PEPIN
 DL4222  COUNTRY     -  US
 DL4222  USGS QUAD   -  LAKE CITY (2019)
 DL4222
 DL4222                         *CURRENT SURVEY CONTROL
 DL4222  ______________________________________________________________________
 DL4222* NAD 83(1986) POSITION- 44 28 59.26   (N) 092 15 44.23   (W)   HD_HELD1
 DL4222* NAVD 88 ORTHO HEIGHT -   212.074 (meters)      695.78  (feet) ADJUSTED
 DL4222  ______________________________________________________________________
 DL4222  GEOID HEIGHT    -        -30.300 (meters)                     GEOID18
 DL4222  DYNAMIC HEIGHT  -        212.045 (meters)      695.68  (feet) COMP
 DL4222  MODELED GRAVITY -    980,477.0   (mgal)                       NAVD 88
 DL4222
 DL4222  VERT ORDER      -  SECOND    CLASS I
 DL4222
 DL4222.The horizontal coordinates were determined by differentially corrected
 DL4222.hand held GPS observations or other comparable positioning techniques
 DL4222.and have an estimated accuracy of +/- 3 meters.
 DL4222
 DL4222.The orthometric height was determined by differential leveling and
 DL4222.adjusted by the WI DEPT OF TRANSP
 DL4222.in May 2012.
 DL4222
 DL4222.No vertical observational check was made to the station.
 DL4222
 DL4222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4222.GEOID18 height accuracy estimate available here.
 DL4222
 DL4222.Click photographs - Photos may exist for this station.
 DL4222
 DL4222.The dynamic height is computed by dividing the NAVD 88
 DL4222.geopotential number by the normal gravity value computed on the
 DL4222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4222.degrees latitude (g = 980.6199 gals.).
 DL4222
 DL4222.The modeled gravity was interpolated from observed gravity values.
 DL4222
 DL4222;                    North         East    Units  Estimated Accuracy
 DL4222;SPC WI C     -    74,710.5     420,059.2     MT  (+/- 3 meters HH1 GPS) 
 DL4222
 DL4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5866325799(NAD 83)
 DL4222
 DL4222                          SUPERSEDED SURVEY CONTROL
 DL4222
 DL4222.No superseded survey control is available for this station.
 DL4222
 DL4222_MARKER: DD = SURVEY DISK
 DL4222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4222_SP_SET: BOX CULVERT RETAINING WALL
 DL4222_STAMPING: 4B46 2005
 DL4222_MARK LOGO: WIDT
 DL4222_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4222+STABILITY: SURFACE MOTION
 DL4222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4222+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DL4222
 DL4222  HISTORY     - Date     Condition        Report By
 DL4222  HISTORY     - 2005     MONUMENTED       WIDT
 DL4222  HISTORY     - 20070718 GOOD             WIDT
 DL4222
 DL4222                          STATION DESCRIPTION
 DL4222
 DL4222'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4222'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4222'HIGHWAY J (SPRING STREET) IN THE VILLAGE OF STOCKHOLM.
 DL4222'
 DL4222'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4222'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH RETAINING WALL
 DL4222'OF THE NORTHEAST SIDE OF BOX CULVERT NUMBER C-46-6-58 FOR A STORM
 DL4222'DRAIN, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT, 6.8 M (22.3 FT) EAST OF
 DL4222'THE CENTERLINE OF STATE HIGHWAY 35, 7.6 M (24.9 FT) NORTHWEST OF THE
 DL4222'EDGE OF THE CURB FOR COUNTY HIGHWAY J (SPRING STREET) PAVEMENT AND 0.3
 DL4222'M (1.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4221 ***********************************************************************
 DL4221  DESIGNATION -  4B47
 DL4221  PID         -  DL4221
 DL4221  STATE/COUNTY-  WI/PEPIN
 DL4221  COUNTRY     -  US
 DL4221  USGS QUAD   -  PEPIN (2018)
 DL4221
 DL4221                         *CURRENT SURVEY CONTROL
 DL4221  ______________________________________________________________________
 DL4221* NAD 83(1986) POSITION- 44 28 32.29   (N) 092 14 35.48   (W)   HD_HELD1
 DL4221* NAVD 88 ORTHO HEIGHT -   219.117 (meters)      718.89  (feet) ADJUSTED
 DL4221  ______________________________________________________________________
 DL4221  GEOID HEIGHT    -        -30.303 (meters)                     GEOID18
 DL4221  DYNAMIC HEIGHT  -        219.088 (meters)      718.79  (feet) COMP
 DL4221  MODELED GRAVITY -    980,480.1   (mgal)                       NAVD 88
 DL4221
 DL4221  VERT ORDER      -  SECOND    CLASS I
 DL4221
 DL4221.The horizontal coordinates were determined by differentially corrected
 DL4221.hand held GPS observations or other comparable positioning techniques
 DL4221.and have an estimated accuracy of +/- 3 meters.
 DL4221
 DL4221.The orthometric height was determined by differential leveling and
 DL4221.adjusted by the WI DEPT OF TRANSP
 DL4221.in May 2012.
 DL4221
 DL4221.No vertical observational check was made to the station.
 DL4221
 DL4221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4221.GEOID18 height accuracy estimate available here.
 DL4221
 DL4221.Click photographs - Photos may exist for this station.
 DL4221
 DL4221.The dynamic height is computed by dividing the NAVD 88
 DL4221.geopotential number by the normal gravity value computed on the
 DL4221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4221.degrees latitude (g = 980.6199 gals.).
 DL4221
 DL4221.The modeled gravity was interpolated from observed gravity values.
 DL4221
 DL4221;                    North         East    Units  Estimated Accuracy
 DL4221;SPC WI C     -    73,836.2     421,554.8     MT  (+/- 3 meters HH1 GPS) 
 DL4221
 DL4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6018924981(NAD 83)
 DL4221
 DL4221                          SUPERSEDED SURVEY CONTROL
 DL4221
 DL4221.No superseded survey control is available for this station.
 DL4221
 DL4221_MARKER: DD = SURVEY DISK
 DL4221_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4221_SP_SET: BRIDGE ABUTMENT
 DL4221_STAMPING: 4B47 2005
 DL4221_MARK LOGO: WIDT
 DL4221_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4221+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DL4221
 DL4221  HISTORY     - Date     Condition        Report By
 DL4221  HISTORY     - 2005     MONUMENTED       WIDT
 DL4221  HISTORY     - 20070718 GOOD             WIDT
 DL4221
 DL4221                          STATION DESCRIPTION
 DL4221
 DL4221'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4221'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF
 DL4221'MAIDEN ROCK, 6.4 MI (10.3 KM) SOUTHWEST OF NERIKE AND 5.3 MI (8.5 KM)
 DL4221'WEST-NORTHWEST OF PEPIN.
 DL4221'
 DL4221'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4221'HIGHWAY J (SPRING STREET) IN THE VILLAGE OF STOCKHOLM, GO SOUTHEAST ON
 DL4221'STATE HIGHWAY 35 FOR 1.0 MI (1.6 KM) TO COUNTY HIGHWAY JJ ON THE LEFT.
 DL4221'CONTINUE SOUTHEAST ON STATE HIGHWAY 35 FOR 50 M (164.0 FT) TO A BRIDGE
 DL4221'OVER A DRAINAGE DITCH AND THE STATION ON THE RIGHT.
 DL4221'
 DL4221'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4221'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DL4221'THE NORTH ABUTMENT OF BRIDGE NUMBER B-46-39-95, 6.3 M (20.7 FT) WEST
 DL4221'OF THE CENTERLINE OF STATE HIGHWAY 35 AND ABOUT LEVEL WITH THE HIGHWAY
 DL4221'PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4220 ***********************************************************************
 DL4220  DESIGNATION -  4B48
 DL4220  PID         -  DL4220
 DL4220  STATE/COUNTY-  WI/PEPIN
 DL4220  COUNTRY     -  US
 DL4220  USGS QUAD   -  PEPIN (2018)
 DL4220
 DL4220                         *CURRENT SURVEY CONTROL
 DL4220  ______________________________________________________________________
 DL4220* NAD 83(1986) POSITION- 44 27 39.46   (N) 092 12 50.45   (W)   HD_HELD1
 DL4220* NAVD 88 ORTHO HEIGHT -   208.835 (meters)      685.15  (feet) ADJUSTED
 DL4220  ______________________________________________________________________
 DL4220  GEOID HEIGHT    -        -30.321 (meters)                     GEOID18
 DL4220  DYNAMIC HEIGHT  -        208.808 (meters)      685.06  (feet) COMP
 DL4220  MODELED GRAVITY -    980,485.3   (mgal)                       NAVD 88
 DL4220
 DL4220  VERT ORDER      -  SECOND    CLASS I
 DL4220
 DL4220.The horizontal coordinates were determined by differentially corrected
 DL4220.hand held GPS observations or other comparable positioning techniques
 DL4220.and have an estimated accuracy of +/- 3 meters.
 DL4220
 DL4220.The orthometric height was determined by differential leveling and
 DL4220.adjusted by the WI DEPT OF TRANSP
 DL4220.in May 2012.
 DL4220
 DL4220.No vertical observational check was made to the station.
 DL4220
 DL4220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4220.GEOID18 height accuracy estimate available here.
 DL4220
 DL4220.Click photographs - Photos may exist for this station.
 DL4220
 DL4220.The dynamic height is computed by dividing the NAVD 88
 DL4220.geopotential number by the normal gravity value computed on the
 DL4220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4220.degrees latitude (g = 980.6199 gals.).
 DL4220
 DL4220.The modeled gravity was interpolated from observed gravity values.
 DL4220
 DL4220;                    North         East    Units  Estimated Accuracy
 DL4220;SPC WI C     -    72,142.5     423,830.7     MT  (+/- 3 meters HH1 GPS) 
 DL4220
 DL4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6252523373(NAD 83)
 DL4220
 DL4220                          SUPERSEDED SURVEY CONTROL
 DL4220
 DL4220.No superseded survey control is available for this station.
 DL4220
 DL4220_MARKER: DD = SURVEY DISK
 DL4220_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4220_SP_SET: BRIDGE ABUTMENT
 DL4220_STAMPING: 4B48 2005
 DL4220_MARK LOGO: WIDT
 DL4220_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4220+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DL4220
 DL4220  HISTORY     - Date     Condition        Report By
 DL4220  HISTORY     - 2005     MONUMENTED       WIDT
 DL4220  HISTORY     - 20070719 GOOD             WIDT
 DL4220
 DL4220                          STATION DESCRIPTION
 DL4220
 DL4220'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4220'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF MAIDEN
 DL4220'ROCK, 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF NERIKE AND 3.6 MI (5.8 KM)
 DL4220'WEST-NORTHWEST OF PEPIN.
 DL4220'
 DL4220'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4220'HIGHWAY J (SPRING STREET) IN THE VILLAGE OF STOCKHOLM, GO SOUTH ON
 DL4220'STATE HIGHWAY 35 FOR 2.8 MI (4.5 KM) TO A BRIDGE OVER BOGUS CREEK AND
 DL4220'THE STATION ON THE LEFT.
 DL4220'
 DL4220'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4220'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DL4220'THE SOUTH ABUTMENT OF BRIDGE NUMBER B-46-38-95, 6.3 M (20.7 FT) EAST
 DL4220'OF THE CENTERLINE OF STATE HIGHWAY 35 AND ABOUT LEVEL WITH THE HIGHWAY
 DL4220'PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4219 ***********************************************************************
 DL4219  DESIGNATION -  4B49
 DL4219  PID         -  DL4219
 DL4219  STATE/COUNTY-  WI/PEPIN
 DL4219  COUNTRY     -  US
 DL4219  USGS QUAD   -  PEPIN (2018)
 DL4219
 DL4219                         *CURRENT SURVEY CONTROL
 DL4219  ______________________________________________________________________
 DL4219* NAD 83(1986) POSITION- 44 27 14.17   (N) 092 11 28.82   (W)   HD_HELD1
 DL4219* NAVD 88 ORTHO HEIGHT -   209.631 (meters)      687.76  (feet) ADJUSTED
 DL4219  ______________________________________________________________________
 DL4219  GEOID HEIGHT    -        -30.335 (meters)                     GEOID18
 DL4219  DYNAMIC HEIGHT  -        209.603 (meters)      687.67  (feet) COMP
 DL4219  MODELED GRAVITY -    980,480.4   (mgal)                       NAVD 88
 DL4219
 DL4219  VERT ORDER      -  SECOND    CLASS I
 DL4219
 DL4219.The horizontal coordinates were determined by differentially corrected
 DL4219.hand held GPS observations or other comparable positioning techniques
 DL4219.and have an estimated accuracy of +/- 3 meters.
 DL4219
 DL4219.The orthometric height was determined by differential leveling and
 DL4219.adjusted by the WI DEPT OF TRANSP
 DL4219.in May 2012.
 DL4219
 DL4219.No vertical observational check was made to the station.
 DL4219
 DL4219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4219.GEOID18 height accuracy estimate available here.
 DL4219
 DL4219.Click photographs - Photos may exist for this station.
 DL4219
 DL4219.The dynamic height is computed by dividing the NAVD 88
 DL4219.geopotential number by the normal gravity value computed on the
 DL4219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4219.degrees latitude (g = 980.6199 gals.).
 DL4219
 DL4219.The modeled gravity was interpolated from observed gravity values.
 DL4219
 DL4219;                    North         East    Units  Estimated Accuracy
 DL4219;SPC WI C     -    71,313.2     425,613.4     MT  (+/- 3 meters HH1 GPS) 
 DL4219
 DL4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6433722610(NAD 83)
 DL4219
 DL4219                          SUPERSEDED SURVEY CONTROL
 DL4219
 DL4219.No superseded survey control is available for this station.
 DL4219
 DL4219_MARKER: DD = SURVEY DISK
 DL4219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4219_STAMPING: 4B49 2005
 DL4219_MARK LOGO: WIDT
 DL4219_PROJECTION: FLUSH
 DL4219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4219+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DL4219
 DL4219  HISTORY     - Date     Condition        Report By
 DL4219  HISTORY     - 2004     MONUMENTED       WIDT
 DL4219  HISTORY     - 20070719 GOOD             WIDT
 DL4219
 DL4219                          STATION DESCRIPTION
 DL4219
 DL4219'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4219'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF ELLA, 6.8
 DL4219'MI (10.9 KM) SOUTH OF NERIKE AND 2.3 MI (3.7 KM) WEST-NORTHWEST OF
 DL4219'PEPIN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4219'
 DL4219'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4219'HIGHWAY CLOSING CORNER TO THE NORTH AND SECOND STREET TO THE SOUTH IN
 DL4219'THE VILLAGE OF PEPIN, GO NORTHWEST ON STATE HIGHWAY 35 FOR 1.0 MI (1.6
 DL4219'KM) TO LAKE PORT ROAD ON THE RIGHT.  CONTINUE NORTHWEST ON STATE
 DL4219'HIGHWAY 35 FOR 0.65 MI (1.0 KM) TO THE STATION ON THE LEFT.
 DL4219'
 DL4219'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4219'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4219'INCH) DIAMETER CONCRETE POST ABOUT 1.5 M (4.9 FT) BELOW THE HIGHWAY
 DL4219'PAVEMENT, 24.8 M (81.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE
 DL4219'HIGHWAY 35, 57 M (187.0 FT) SOUTH OF POWER POLE NUMBER 7703GG35, 13 M
 DL4219'(42.7 FT) NORTHEAST OF THE NORTHEASTERN MOST RAIL OF TWO SETS OF
 DL4219'BURLINGTON NORTHERN RAILROAD TRACKS AND 1.0 M (3.3 FT) SOUTH,
 DL4219'NORTHEAST AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4219'
 DL4219'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4219'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING
 DL4219'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4217 ***********************************************************************
 DL4217  DESIGNATION -  4B50
 DL4217  PID         -  DL4217
 DL4217  STATE/COUNTY-  WI/PEPIN
 DL4217  COUNTRY     -  US
 DL4217  USGS QUAD   -  PEPIN (2018)
 DL4217
 DL4217                         *CURRENT SURVEY CONTROL
 DL4217  ______________________________________________________________________
 DL4217* NAD 83(1986) POSITION- 44 26 19.03   (N) 092 07 37.41   (W)   HD_HELD1
 DL4217* NAVD 88 ORTHO HEIGHT -   218.409 (meters)      716.56  (feet) ADJUSTED
 DL4217  ______________________________________________________________________
 DL4217  GEOID HEIGHT    -        -30.383 (meters)                     GEOID18
 DL4217  DYNAMIC HEIGHT  -        218.378 (meters)      716.46  (feet) COMP
 DL4217  MODELED GRAVITY -    980,470.3   (mgal)                       NAVD 88
 DL4217
 DL4217  VERT ORDER      -  SECOND    CLASS I
 DL4217
 DL4217.The horizontal coordinates were determined by differentially corrected
 DL4217.hand held GPS observations or other comparable positioning techniques
 DL4217.and have an estimated accuracy of +/- 3 meters.
 DL4217
 DL4217.The orthometric height was determined by differential leveling and
 DL4217.adjusted by the WI DEPT OF TRANSP
 DL4217.in May 2012.
 DL4217
 DL4217.No vertical observational check was made to the station.
 DL4217
 DL4217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4217.GEOID18 height accuracy estimate available here.
 DL4217
 DL4217.Click photographs - Photos may exist for this station.
 DL4217
 DL4217.The dynamic height is computed by dividing the NAVD 88
 DL4217.geopotential number by the normal gravity value computed on the
 DL4217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4217.degrees latitude (g = 980.6199 gals.).
 DL4217
 DL4217.The modeled gravity was interpolated from observed gravity values.
 DL4217
 DL4217;                    North         East    Units  Estimated Accuracy
 DL4217;SPC WI C     -    69,475.9     430,683.1     MT  (+/- 3 meters HH1 GPS) 
 DL4217
 DL4217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6946920961(NAD 83)
 DL4217
 DL4217                          SUPERSEDED SURVEY CONTROL
 DL4217
 DL4217.No superseded survey control is available for this station.
 DL4217
 DL4217_MARKER: DD = SURVEY DISK
 DL4217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4217_STAMPING: 4B50 2005
 DL4217_MARK LOGO: WIDT
 DL4217_PROJECTION: FLUSH
 DL4217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4217+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DL4217
 DL4217  HISTORY     - Date     Condition        Report By
 DL4217  HISTORY     - 2004     MONUMENTED       WIDT
 DL4217  HISTORY     - 20070719 GOOD             WIDT
 DL4217
 DL4217                          STATION DESCRIPTION
 DL4217
 DL4217'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4217'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF ELLA,
 DL4217'6.0 MI (9.7 KM) WEST-NORTHWEST OF NELSON AND 1.0 MI (1.6 KM) EAST OF
 DL4217'PEPIN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4217'
 DL4217'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4217'HIGHWAY N (DUNN STREET) IN THE VILLAGE OF PEPIN, GO EAST ON STATE
 DL4217'HIGHWAY 35 FOR 0.6 MI (1.0 KM) TO SCENIC LANE ON THE RIGHT AND SPRUCE
 DL4217'DRIVE ON THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 35 FOR 0.15 MI (0.2
 DL4217'KM) TO THE STATION ON THE RIGHT.
 DL4217'
 DL4217'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4217'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4217'INCH) DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 DL4217'PAVEMENT, 12.2 M (40.0 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DL4217'35, 41.0 M (134.5 FT) EAST OF TELEPHONE PEDESTAL NUMBER 2833 L300,
 DL4217'38.0 M (124.7 FT) SOUTHWEST OF POWER POLE NUMBER 8GG56, 29.0 M (95.1
 DL4217'FT) SOUTH-SOUTHEAST OF POWER POLE NUMBER 8FF55 AND 1.0 M (3.3 FT)
 DL4217'SOUTH, NORTHEAST AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4217'
 DL4217'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4217'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4216 ***********************************************************************
 DL4216  DESIGNATION -  4B51
 DL4216  PID         -  DL4216
 DL4216  STATE/COUNTY-  WI/PEPIN
 DL4216  COUNTRY     -  US
 DL4216  USGS QUAD   -  WABASHA NORTH (2019)
 DL4216
 DL4216                         *CURRENT SURVEY CONTROL
 DL4216  ______________________________________________________________________
 DL4216* NAD 83(1986) POSITION- 44 26 18.16   (N) 092 05 29.89   (W)   HD_HELD1
 DL4216* NAVD 88 ORTHO HEIGHT -   209.536 (meters)      687.45  (feet) ADJUSTED
 DL4216  ______________________________________________________________________
 DL4216  GEOID HEIGHT    -        -30.409 (meters)                     GEOID18
 DL4216  DYNAMIC HEIGHT  -        209.507 (meters)      687.36  (feet) COMP
 DL4216  MODELED GRAVITY -    980,474.7   (mgal)                       NAVD 88
 DL4216
 DL4216  VERT ORDER      -  SECOND    CLASS I
 DL4216
 DL4216.The horizontal coordinates were determined by differentially corrected
 DL4216.hand held GPS observations or other comparable positioning techniques
 DL4216.and have an estimated accuracy of +/- 3 meters.
 DL4216
 DL4216.The orthometric height was determined by differential leveling and
 DL4216.adjusted by the WI DEPT OF TRANSP
 DL4216.in May 2012.
 DL4216
 DL4216.No vertical observational check was made to the station.
 DL4216
 DL4216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4216.GEOID18 height accuracy estimate available here.
 DL4216
 DL4216.Click photographs - Photos may exist for this station.
 DL4216
 DL4216.The dynamic height is computed by dividing the NAVD 88
 DL4216.geopotential number by the normal gravity value computed on the
 DL4216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4216.degrees latitude (g = 980.6199 gals.).
 DL4216
 DL4216.The modeled gravity was interpolated from observed gravity values.
 DL4216
 DL4216;                    North         East    Units  Estimated Accuracy
 DL4216;SPC WI C     -    69,375.8     433,501.4     MT  (+/- 3 meters HH1 GPS) 
 DL4216
 DL4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7228820965(NAD 83)
 DL4216
 DL4216                          SUPERSEDED SURVEY CONTROL
 DL4216
 DL4216.No superseded survey control is available for this station.
 DL4216
 DL4216_MARKER: DD = SURVEY DISK
 DL4216_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4216_SP_SET: BRIDGE WING WALL
 DL4216_STAMPING: 4B51 2005
 DL4216_MARK LOGO: WIDT
 DL4216_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4216+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2007
 DL4216
 DL4216  HISTORY     - Date     Condition        Report By
 DL4216  HISTORY     - 2005     MONUMENTED       WIDT
 DL4216  HISTORY     - 20070720 GOOD             WIDT
 DL4216
 DL4216                          STATION DESCRIPTION
 DL4216
 DL4216'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4216'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF ELLA,
 DL4216'4.3 MI (6.9 KM) WEST-NORTHWEST OF NELSON AND 2.8 MI (4.5 KM) EAST OF
 DL4216'PEPIN.
 DL4216'
 DL4216'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DL4216'HIGHWAY 25 NORTH ABOUT 1 MI (1.6 KM) NORTH OF THE VILLAGE OF NELSON,
 DL4216'GO WEST ON STATE HIGHWAY 35 FOR 2.7 MI (4.3 KM) TO A BRIDGE OVER THE
 DL4216'CHIPPEWA RIVER.  CONTINUE WEST ON STATE HIGHWAY 35 FOR 0.4 MI (0.6 KM)
 DL4216'TO A BRIDGE OVER SWINGER SLOUGH AND THE STATION ON THE LEFT.
 DL4216'
 DL4216'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4216'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH WING
 DL4216'WALL OF THE WEST ABUTMENT OF BRIDGE NUMBER B-46-22-85, 6.5 M (21.3 FT)
 DL4216'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 35 AND ABOUT LEVEL WITH THE
 DL4216'HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4215 ***********************************************************************
 DL4215  DESIGNATION -  4B52
 DL4215  PID         -  DL4215
 DL4215  STATE/COUNTY-  WI/BUFFALO
 DL4215  COUNTRY     -  US
 DL4215  USGS QUAD   -  WABASHA NORTH (2019)
 DL4215
 DL4215                         *CURRENT SURVEY CONTROL
 DL4215  ______________________________________________________________________
 DL4215* NAD 83(1986) POSITION- 44 26 06.22   (N) 092 03 35.64   (W)   HD_HELD1
 DL4215* NAVD 88 ORTHO HEIGHT -   209.123 (meters)      686.10  (feet) ADJUSTED
 DL4215  ______________________________________________________________________
 DL4215  GEOID HEIGHT    -        -30.431 (meters)                     GEOID18
 DL4215  DYNAMIC HEIGHT  -        209.094 (meters)      686.00  (feet) COMP
 DL4215  MODELED GRAVITY -    980,478.0   (mgal)                       NAVD 88
 DL4215
 DL4215  VERT ORDER      -  SECOND    CLASS I
 DL4215
 DL4215.The horizontal coordinates were determined by differentially corrected
 DL4215.hand held GPS observations or other comparable positioning techniques
 DL4215.and have an estimated accuracy of +/- 3 meters.
 DL4215
 DL4215.The orthometric height was determined by differential leveling and
 DL4215.adjusted by the WI DEPT OF TRANSP
 DL4215.in May 2012.
 DL4215
 DL4215.No vertical observational check was made to the station.
 DL4215
 DL4215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4215.GEOID18 height accuracy estimate available here.
 DL4215
 DL4215.Click photographs - Photos may exist for this station.
 DL4215
 DL4215.The dynamic height is computed by dividing the NAVD 88
 DL4215.geopotential number by the normal gravity value computed on the
 DL4215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4215.degrees latitude (g = 980.6199 gals.).
 DL4215
 DL4215.The modeled gravity was interpolated from observed gravity values.
 DL4215
 DL4215;                    North         East    Units  Estimated Accuracy
 DL4215;SPC WI C     -    68,942.8     436,017.8     MT  (+/- 3 meters HH1 GPS) 
 DL4215
 DL4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7481820625(NAD 83)
 DL4215
 DL4215                          SUPERSEDED SURVEY CONTROL
 DL4215
 DL4215.No superseded survey control is available for this station.
 DL4215
 DL4215_MARKER: DD = SURVEY DISK
 DL4215_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4215_SP_SET: BRIDGE ABUTMENT
 DL4215_STAMPING: 4B52 2005
 DL4215_MARK LOGO: WIDT
 DL4215_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4215+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2007
 DL4215
 DL4215  HISTORY     - Date     Condition        Report By
 DL4215  HISTORY     - 2005     MONUMENTED       WIDT
 DL4215  HISTORY     - 20070720 GOOD             WIDT
 DL4215
 DL4215                          STATION DESCRIPTION
 DL4215
 DL4215'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4215'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF ELLA, 4.3 MI
 DL4215'(6.9 KM) EAST OF PEPIN AND 2.7 MI (4.3 KM) WEST-NORTHWEST OF NELSON.
 DL4215'
 DL4215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DL4215'HIGHWAY 25 NORTH ABOUT 1 MI (1.6 KM) NORTH OF THE VILLAGE OF NELSON,
 DL4215'GO WEST ON STATE HIGHWAY 35 FOR 2.0 MI (3.2 KM) TO A BRIDGE OVER SMITH
 DL4215'SLOUGH AND THE STATION ON THE LEFT.
 DL4215'
 DL4215'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4215'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DL4215'OF EAST ABUTMENT OF BRIDGE NUMBER B-6-903-90, ABOUT LEVEL WITH THE
 DL4215'HIGHWAY PAVEMENT, 5.6 M (18.4 FT) SOUTH OF THE CENTERLINE OF STATE
 DL4215'HIGHWAY 35 AND 0.3 M (1.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4214 ***********************************************************************
 DL4214  DESIGNATION -  4B53
 DL4214  PID         -  DL4214
 DL4214  STATE/COUNTY-  WI/BUFFALO
 DL4214  COUNTRY     -  US
 DL4214  USGS QUAD   -  WABASHA NORTH (2019)
 DL4214
 DL4214                         *CURRENT SURVEY CONTROL
 DL4214  ______________________________________________________________________
 DL4214* NAD 83(1986) POSITION- 44 26 02.75   (N) 092 01 26.87   (W)   HD_HELD1
 DL4214* NAVD 88 ORTHO HEIGHT -   212.038 (meters)      695.66  (feet) ADJUSTED
 DL4214  ______________________________________________________________________
 DL4214  GEOID HEIGHT    -        -30.451 (meters)                     GEOID18
 DL4214  DYNAMIC HEIGHT  -        212.010 (meters)      695.57  (feet) COMP
 DL4214  MODELED GRAVITY -    980,480.7   (mgal)                       NAVD 88
 DL4214
 DL4214  VERT ORDER      -  SECOND    CLASS I
 DL4214
 DL4214.The horizontal coordinates were determined by differentially corrected
 DL4214.hand held GPS observations or other comparable positioning techniques
 DL4214.and have an estimated accuracy of +/- 3 meters.
 DL4214
 DL4214.The orthometric height was determined by differential leveling and
 DL4214.adjusted by the WI DEPT OF TRANSP
 DL4214.in May 2012.
 DL4214
 DL4214.No vertical observational check was made to the station.
 DL4214
 DL4214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4214.GEOID18 height accuracy estimate available here.
 DL4214
 DL4214.Click photographs - Photos may exist for this station.
 DL4214
 DL4214.The dynamic height is computed by dividing the NAVD 88
 DL4214.geopotential number by the normal gravity value computed on the
 DL4214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4214.degrees latitude (g = 980.6199 gals.).
 DL4214
 DL4214.The modeled gravity was interpolated from observed gravity values.
 DL4214
 DL4214;                    North         East    Units  Estimated Accuracy
 DL4214;SPC WI C     -    68,764.1     438,862.0     MT  (+/- 3 meters HH1 GPS) 
 DL4214
 DL4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7766620551(NAD 83)
 DL4214
 DL4214                          SUPERSEDED SURVEY CONTROL
 DL4214
 DL4214.No superseded survey control is available for this station.
 DL4214
 DL4214_MARKER: DD = SURVEY DISK
 DL4214_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4214_SP_SET: BRIDGE WING WALL
 DL4214_STAMPING: 4B53 2005
 DL4214_MARK LOGO: WIDT
 DL4214_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4214+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2007
 DL4214
 DL4214  HISTORY     - Date     Condition        Report By
 DL4214  HISTORY     - 2005     MONUMENTED       WIDT
 DL4214  HISTORY     - 20070726 GOOD             WIDT
 DL4214
 DL4214                          STATION DESCRIPTION
 DL4214
 DL4214'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4214'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH OF ELLA, 6.1 MI
 DL4214'(9.8 KM) EAST OF PEPIN AND 1.2 MI (1.9 KM) NORTHWEST OF NELSON.
 DL4214'
 DL4214'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DL4214'HIGHWAY 25 NORTH ABOUT 1 MI (1.6 KM) NORTH OF THE VILLAGE OF NELSON,
 DL4214'GO WEST ON STATE HIGHWAY 35 FOR 0.3 MI (0.5 KM) TO A BRIDGE OVER THE
 DL4214'BY GOLLY CREEK AND THE STATION ON THE RIGHT.
 DL4214'
 DL4214'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4214'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH WING WALL OF THE
 DL4214'EAST ABUTMENT OF BRIDGE NUMBER B-6-898-90, 5.5 M (18.0 FT) NORTH OF
 DL4214'THE CENTERLINE OF STATE HIGHWAY 35 AND ABOUT LEVEL WITH THE HIGHWAY
 DL4214'PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4213 ***********************************************************************
 DL4213  DESIGNATION -  4B54
 DL4213  PID         -  DL4213
 DL4213  STATE/COUNTY-  WI/BUFFALO
 DL4213  COUNTRY     -  US
 DL4213  USGS QUAD   -  URNE (2018)
 DL4213
 DL4213                         *CURRENT SURVEY CONTROL
 DL4213  ______________________________________________________________________
 DL4213* NAD 83(1986) POSITION- 44 24 48.46   (N) 091 59 50.18   (W)   HD_HELD1
 DL4213* NAVD 88 ORTHO HEIGHT -   212.482 (meters)      697.12  (feet) ADJUSTED
 DL4213  ______________________________________________________________________
 DL4213  GEOID HEIGHT    -        -30.452 (meters)                     GEOID18
 DL4213  DYNAMIC HEIGHT  -        212.454 (meters)      697.03  (feet) COMP
 DL4213  MODELED GRAVITY -    980,480.2   (mgal)                       NAVD 88
 DL4213
 DL4213  VERT ORDER      -  SECOND    CLASS I
 DL4213
 DL4213.The horizontal coordinates were determined by differentially corrected
 DL4213.hand held GPS observations or other comparable positioning techniques
 DL4213.and have an estimated accuracy of +/- 3 meters.
 DL4213
 DL4213.The orthometric height was determined by differential leveling and
 DL4213.adjusted by the WI DEPT OF TRANSP
 DL4213.in May 2012.
 DL4213
 DL4213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4213.GEOID18 height accuracy estimate available here.
 DL4213
 DL4213.Click photographs - Photos may exist for this station.
 DL4213
 DL4213.The dynamic height is computed by dividing the NAVD 88
 DL4213.geopotential number by the normal gravity value computed on the
 DL4213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4213.degrees latitude (g = 980.6199 gals.).
 DL4213
 DL4213.The modeled gravity was interpolated from observed gravity values.
 DL4213
 DL4213;                    North         East    Units  Estimated Accuracy
 DL4213;SPC WI C     -    66,418.8     440,943.4     MT  (+/- 3 meters HH1 GPS) 
 DL4213
 DL4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7983218285(NAD 83)
 DL4213
 DL4213                          SUPERSEDED SURVEY CONTROL
 DL4213
 DL4213.No superseded survey control is available for this station.
 DL4213
 DL4213_MARKER: DD = SURVEY DISK
 DL4213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4213_STAMPING: 4B54 2005
 DL4213_MARK LOGO: WIDT
 DL4213_PROJECTION: FLUSH
 DL4213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4213+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 DL4213
 DL4213  HISTORY     - Date     Condition        Report By
 DL4213  HISTORY     - 2004     MONUMENTED       WIDT
 DL4213  HISTORY     - 20070723 GOOD             WIDT
 DL4213
 DL4213                          STATION DESCRIPTION
 DL4213
 DL4213'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4213'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHWEST OF URNE, 7.7
 DL4213'MI (12.4 KM) EAST-SOUTHEAST OF PEPIN AND 7.6 MI (12.2 KM)
 DL4213'NORTH-NORTHWEST OF ALMA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4213'
 DL4213'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DL4213'HIGHWAY 25 SOUTH IN THE VILLAGE OF NELSON, GO SOUTHEAST ON STATE
 DL4213'HIGHWAY 35 FOR 0.5 MI (0.8 KM) TO FIRST STREET ON THE LEFT.  CONTINUE
 DL4213'SOUTHEAST ON STATE HIGHWAY 35 FOR 0.2 MI (0.3 KM) TO THE STATION IN
 DL4213'THE RIGHT.
 DL4213'
 DL4213'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4213'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4213'INCH) DIAMETER CONCRETE POST ABOUT 3 M (9.8 FT) BELOW THE HIGHWAY
 DL4213'PAVEMENT, 21.3 M (69.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE
 DL4213'HIGHWAY 35, 24.8 M (81.4 FT) SOUTHEAST OF A WOOD POST FOR A ADOPT A
 DL4213'HIGHWAY SIGN, 1.6 M (5.2 FT) NORTH OF A WOOD POST FOR A DANGER SEWAGE
 DL4213'LAGOONS SIGN AND 1.0 M (3.3 FT) NORTHWEST, SOUTH-SOUTHWEST AND
 DL4213'EAST-NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4213'
 DL4213'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4213'DEGREES ABOVE THE HORIZON EXCEPT FOR A BLUFF TO THE NORTHEAST OF THE
 DL4213'STATION EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4211 ***********************************************************************
 DL4211  DESIGNATION -  4B55
 DL4211  PID         -  DL4211
 DL4211  STATE/COUNTY-  WI/BUFFALO
 DL4211  COUNTRY     -  US
 DL4211  USGS QUAD   -  ALMA (2018)
 DL4211
 DL4211                         *CURRENT SURVEY CONTROL
 DL4211  ______________________________________________________________________
 DL4211* NAD 83(1986) POSITION- 44 22 10.94   (N) 091 57 12.05   (W)   HD_HELD1
 DL4211* NAVD 88 ORTHO HEIGHT -   224.780 (meters)      737.47  (feet) ADJUSTED
 DL4211  ______________________________________________________________________
 DL4211  GEOID HEIGHT    -        -30.449 (meters)                     GEOID18
 DL4211  DYNAMIC HEIGHT  -        224.751 (meters)      737.37  (feet) COMP
 DL4211  MODELED GRAVITY -    980,481.7   (mgal)                       NAVD 88
 DL4211
 DL4211  VERT ORDER      -  SECOND    CLASS I
 DL4211
 DL4211.The horizontal coordinates were determined by differentially corrected
 DL4211.hand held GPS observations or other comparable positioning techniques
 DL4211.and have an estimated accuracy of +/- 3 meters.
 DL4211
 DL4211.The orthometric height was determined by differential leveling and
 DL4211.adjusted by the WI DEPT OF TRANSP
 DL4211.in May 2012.
 DL4211
 DL4211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4211.GEOID18 height accuracy estimate available here.
 DL4211
 DL4211.Click photographs - Photos may exist for this station.
 DL4211
 DL4211.The dynamic height is computed by dividing the NAVD 88
 DL4211.geopotential number by the normal gravity value computed on the
 DL4211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4211.degrees latitude (g = 980.6199 gals.).
 DL4211
 DL4211.The modeled gravity was interpolated from observed gravity values.
 DL4211
 DL4211;                    North         East    Units  Estimated Accuracy
 DL4211;SPC WI C     -    61,473.1     444,323.8     MT  (+/- 3 meters HH1 GPS) 
 DL4211
 DL4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8339113469(NAD 83)
 DL4211
 DL4211                          SUPERSEDED SURVEY CONTROL
 DL4211
 DL4211.No superseded survey control is available for this station.
 DL4211
 DL4211_MARKER: DD = SURVEY DISK
 DL4211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4211_STAMPING: 4B55 2005
 DL4211_MARK LOGO: WIDT
 DL4211_PROJECTION: FLUSH
 DL4211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4211+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DL4211
 DL4211  HISTORY     - Date     Condition        Report By
 DL4211  HISTORY     - 2004     MONUMENTED       WIDT
 DL4211  HISTORY     - 20070724 GOOD             WIDT
 DL4211
 DL4211                          STATION DESCRIPTION
 DL4211
 DL4211'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4211'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-NORTHWEST OF CREAM,
 DL4211'9.4 MI (15.1 KM) SOUTH-SOUTHWEST OF URNE AND 3.9 MI (6.3 KM)
 DL4211'NORTH-NORTHWEST OF ALMA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4211'
 DL4211'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DL4211'HIGHWAY 37 ABOUT 2.5 MI (4.0 KM) NORTH OF THE CITY OF ALMA, GO NORTH
 DL4211'ON STATE HIGHWAY 35 FOR 1.45 MI (2.3 KM) TO SPRING CREEK ROAD ON THE
 DL4211'RIGHT.  CONTINUE NORTHWEST ON STATE HIGHWAY 35 FOR 0.6 MI (1.0 KM) TO
 DL4211'THE STATION ON THE RIGHT.
 DL4211'
 DL4211'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4211'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4211'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4211'17.1 M (56.1 FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 35, 46 M
 DL4211'(150.9 FT) EAST OF A WOOD POST FOR A NO PASSING ZONE SIGN AND 1.0 M
 DL4211'(3.3 FT) SOUTH, WEST AND NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4211'
 DL4211'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4211'DEGREES ABOVE THE HORIZON EXCEPT FOR A BLUFF TO THE NORTHEAST
 DL4211'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4210 ***********************************************************************
 DL4210  DESIGNATION -  4B56
 DL4210  PID         -  DL4210
 DL4210  STATE/COUNTY-  WI/BUFFALO
 DL4210  COUNTRY     -  US
 DL4210  USGS QUAD   -  ALMA (2018)
 DL4210
 DL4210                         *CURRENT SURVEY CONTROL
 DL4210  ______________________________________________________________________
 DL4210* NAD 83(1986) POSITION- 44 21 06.01   (N) 091 55 47.04   (W)   HD_HELD1
 DL4210* NAVD 88 ORTHO HEIGHT -   208.003 (meters)      682.42  (feet) ADJUSTED
 DL4210  ______________________________________________________________________
 DL4210  GEOID HEIGHT    -        -30.451 (meters)                     GEOID18
 DL4210  DYNAMIC HEIGHT  -        207.976 (meters)      682.33  (feet) COMP
 DL4210  MODELED GRAVITY -    980,483.2   (mgal)                       NAVD 88
 DL4210
 DL4210  VERT ORDER      -  SECOND    CLASS I
 DL4210
 DL4210.The horizontal coordinates were determined by differentially corrected
 DL4210.hand held GPS observations or other comparable positioning techniques
 DL4210.and have an estimated accuracy of +/- 3 meters.
 DL4210
 DL4210.The orthometric height was determined by differential leveling and
 DL4210.adjusted by the WI DEPT OF TRANSP
 DL4210.in May 2012.
 DL4210
 DL4210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4210.GEOID18 height accuracy estimate available here.
 DL4210
 DL4210.Click photographs - Photos may exist for this station.
 DL4210
 DL4210.The dynamic height is computed by dividing the NAVD 88
 DL4210.geopotential number by the normal gravity value computed on the
 DL4210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4210.degrees latitude (g = 980.6199 gals.).
 DL4210
 DL4210.The modeled gravity was interpolated from observed gravity values.
 DL4210
 DL4210;                    North         East    Units  Estimated Accuracy
 DL4210;SPC WI C     -    59,424.6     446,157.8     MT  (+/- 3 meters HH1 GPS) 
 DL4210
 DL4210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8529911490(NAD 83)
 DL4210
 DL4210                          SUPERSEDED SURVEY CONTROL
 DL4210
 DL4210.No superseded survey control is available for this station.
 DL4210
 DL4210_MARKER: DD = SURVEY DISK
 DL4210_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4210_SP_SET: BRIDGE PARAPETWALL
 DL4210_STAMPING: 4B56 2005
 DL4210_MARK LOGO: WIDT
 DL4210_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4210+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 DL4210
 DL4210  HISTORY     - Date     Condition        Report By
 DL4210  HISTORY     - 2005     MONUMENTED       WIDT
 DL4210  HISTORY     - 20070725 GOOD             WIDT
 DL4210
 DL4210                          STATION DESCRIPTION
 DL4210
 DL4210'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4210'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTH-NORTHWEST OF
 DL4210'COCHRANE, 8.2 MI (13.2 KM) WEST-NORTHWEST OF CREAM AND 2.3 MI (3.7 KM)
 DL4210'NORTH-NORTHWEST OF ALMA.
 DL4210'
 DL4210'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DL4210'HIGHWAY 37 ABOUT 2.5 MI (4.0 KM) NORTH OF THE CITY OF ALMA, GO NORTH
 DL4210'ON STATE HIGHWAY 35 FOR 0.4 MI (0.6 KM) TO A BRIDGE OVER THE BUFFALO
 DL4210'RIVER AND THE STATION ON THE LEFT.
 DL4210'
 DL4210'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4210'GEODETIC SURVEY CONTROL STATION DISK SET IN THE WEST PARAPET WALL OF
 DL4210'THE NORTH ABUTMENT OF BRIDGE NUMBER B-6-138, 7.0 M (23.0 FT) WEST OF
 DL4210'THE CENTERLINE OF STATE HIGHWAY 35 AND ABOUT 1 M (3.3 FT) ABOVE THE
 DL4210'HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4822 ***********************************************************************
 DJ4822  DESIGNATION -  4C46
 DJ4822  PID         -  DJ4822
 DJ4822  STATE/COUNTY-  WI/BUFFALO
 DJ4822  COUNTRY     -  US
 DJ4822  USGS QUAD   -  GILMANTON (2018)
 DJ4822
 DJ4822                         *CURRENT SURVEY CONTROL
 DJ4822  ______________________________________________________________________
 DJ4822* NAD 83(1986) POSITION- 44 28 06.1    (N) 091 40 37.7    (W)   HD_HELD2
 DJ4822* NAVD 88 ORTHO HEIGHT -   237.553 (meters)      779.37  (feet) ADJUSTED
 DJ4822  ______________________________________________________________________
 DJ4822  GEOID HEIGHT    -        -30.711 (meters)                     GEOID18
 DJ4822  DYNAMIC HEIGHT  -        237.524 (meters)      779.28  (feet) COMP
 DJ4822  MODELED GRAVITY -    980,489.6   (mgal)                       NAVD 88
 DJ4822
 DJ4822  VERT ORDER      -  SECOND    CLASS I
 DJ4822
 DJ4822.The horizontal coordinates were established by autonomous hand held GPS
 DJ4822.observations and have an estimated accuracy of +/- 10 meters.
 DJ4822
 DJ4822.The orthometric height was determined by differential leveling and
 DJ4822.adjusted by the WI DEPT OF TRANSP
 DJ4822.in May 2012.
 DJ4822
 DJ4822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4822.GEOID18 height accuracy estimate available here.
 DJ4822
 DJ4822.Click photographs - Photos may exist for this station.
 DJ4822
 DJ4822.The dynamic height is computed by dividing the NAVD 88
 DJ4822.geopotential number by the normal gravity value computed on the
 DJ4822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4822.degrees latitude (g = 980.6199 gals.).
 DJ4822
 DJ4822.The modeled gravity was interpolated from observed gravity values.
 DJ4822
 DJ4822;                    North         East    Units  Estimated Accuracy
 DJ4822;SPC WI C     -    71,941.      466,560.      MT  (+/- 10 meters HH2 GPS)
 DJ4822
 DJ4822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0522124745(NAD 83)
 DJ4822
 DJ4822                          SUPERSEDED SURVEY CONTROL
 DJ4822
 DJ4822  NAVD 88 (07/08/08)  237.541  (m)          779.33   (f) SUPERSEDED  2 1
 DJ4822
 DJ4822.Superseded values are not recommended for survey control.
 DJ4822
 DJ4822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4822.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4822
 DJ4822_MARKER: DD = SURVEY DISK
 DJ4822_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4822_SP_SET: BRIDGE PARAPET WALL
 DJ4822_STAMPING: 4C46 2005
 DJ4822_MARK LOGO: WIDT
 DJ4822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4822+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 DJ4822
 DJ4822  HISTORY     - Date     Condition        Report By
 DJ4822  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4822  HISTORY     - 20060921 GOOD             WIDT
 DJ4822
 DJ4822                          STATION DESCRIPTION
 DJ4822
 DJ4822'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4822'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 88 WITH STATE
 DJ4822'HIGHWAY 121 IN THE COMMUNITY OF GILMANTON, GO NORTH ON STATE HIGHWAY
 DJ4822'88 FOR 0.2 MI (0.3 KM) TO THE BRIDGE OVER ELK CREEK AND THE STATION ON
 DJ4822'THE LEFT.
 DJ4822'
 DJ4822'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4822'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST
 DJ4822'PARAPET WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-6-144--, ABOUT 1
 DJ4822'M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT,
 DJ4822'
 DJ4822'5.6 M (18.4 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 88.
 DJ4822'---NOTE---NO WITNESS POST SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4626 ***********************************************************************
 DJ4626  DESIGNATION -  4C48
 DJ4626  PID         -  DJ4626
 DJ4626  STATE/COUNTY-  WI/BUFFALO
 DJ4626  COUNTRY     -  US
 DJ4626  USGS QUAD   -  LOOKOUT (2018)
 DJ4626
 DJ4626                         *CURRENT SURVEY CONTROL
 DJ4626  ______________________________________________________________________
 DJ4626* NAD 83(1986) POSITION- 44 27 00.0    (N) 091 34 05.5    (W)   HD_HELD2
 DJ4626* NAVD 88 ORTHO HEIGHT -   276.594 (meters)      907.46  (feet) ADJUSTED
 DJ4626  ______________________________________________________________________
 DJ4626  GEOID HEIGHT    -        -30.848 (meters)                     GEOID18
 DJ4626  DYNAMIC HEIGHT  -        276.559 (meters)      907.34  (feet) COMP
 DJ4626  MODELED GRAVITY -    980,483.1   (mgal)                       NAVD 88
 DJ4626
 DJ4626  VERT ORDER      -  SECOND    CLASS I
 DJ4626
 DJ4626.The horizontal coordinates were established by autonomous hand held GPS
 DJ4626.observations and have an estimated accuracy of +/- 10 meters.
 DJ4626
 DJ4626.The orthometric height was determined by differential leveling and
 DJ4626.adjusted by the WI DEPT OF TRANSP
 DJ4626.in May 2012.
 DJ4626
 DJ4626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4626.GEOID18 height accuracy estimate available here.
 DJ4626
 DJ4626.Click photographs - Photos may exist for this station.
 DJ4626
 DJ4626.The dynamic height is computed by dividing the NAVD 88
 DJ4626.geopotential number by the normal gravity value computed on the
 DJ4626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4626.degrees latitude (g = 980.6199 gals.).
 DJ4626
 DJ4626.The modeled gravity was interpolated from observed gravity values.
 DJ4626
 DJ4626;                    North         East    Units  Estimated Accuracy
 DJ4626;SPC WI C     -    69,728.      475,187.      MT  (+/- 10 meters HH2 GPS)
 DJ4626
 DJ4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1392222852(NAD 83)
 DJ4626
 DJ4626                          SUPERSEDED SURVEY CONTROL
 DJ4626
 DJ4626  NAVD 88 (07/08/08)  276.582  (m)          907.42   (f) SUPERSEDED  2 1
 DJ4626
 DJ4626.Superseded values are not recommended for survey control.
 DJ4626
 DJ4626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4626.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4626
 DJ4626_MARKER: DD = SURVEY DISK
 DJ4626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4626_STAMPING: 4C48 2005
 DJ4626_MARK LOGO: WIDT
 DJ4626_PROJECTION: FLUSH
 DJ4626_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4626+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 DJ4626
 DJ4626  HISTORY     - Date     Condition        Report By
 DJ4626  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4626  HISTORY     - 20060718 GOOD             WIDT
 DJ4626
 DJ4626                          STATION DESCRIPTION
 DJ4626
 DJ4626'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4626'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 121 WITH
 DJ4626'COUNTY HIGHWAY BB TO THE NORTH ABOUT 5 MI (8.0 KM) EAST OF THE
 DJ4626'COMMUNITY OF GILMANTON, GO SOUTHEASTERLY ON STATE HIGHWAY 121 FOR 0.7
 DJ4626'MI (1.1 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4626'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4626'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4626'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4626'PAVEMENT.  THE STATION IS 8.6 M (28.2 FT) NORTH OF THE CENTERLINE OF
 DJ4626'STATE HIGHWAY 121, 20.6 M (67.6 FT) NORTHEAST OF A WOOD POST FOR A
 DJ4626'--NO PASSING ZONE-- SIGN, 19.8 M (65.0 FT) EAST-SOUTHEAST OF A WOOD
 DJ4626'POST FOR A --NO PASSING ZONE-- SIGN, 4.5 M (14.8 FT) SOUTH OF AN
 DJ4626'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST
 DJ4626'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4626'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4626'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4627 ***********************************************************************
 DJ4627  DESIGNATION -  4C49
 DJ4627  PID         -  DJ4627
 DJ4627  STATE/COUNTY-  WI/BUFFALO
 DJ4627  COUNTRY     -  US
 DJ4627  USGS QUAD   -  LOOKOUT (2018)
 DJ4627
 DJ4627                         *CURRENT SURVEY CONTROL
 DJ4627  ______________________________________________________________________
 DJ4627* NAD 83(1986) POSITION- 44 26 26.5    (N) 091 32 19.4    (W)   HD_HELD2
 DJ4627* NAVD 88 ORTHO HEIGHT -   292.902 (meters)      960.96  (feet) ADJUSTED
 DJ4627  ______________________________________________________________________
 DJ4627  GEOID HEIGHT    -        -30.888 (meters)                     GEOID18
 DJ4627  DYNAMIC HEIGHT  -        292.865 (meters)      960.84  (feet) COMP
 DJ4627  MODELED GRAVITY -    980,483.9   (mgal)                       NAVD 88
 DJ4627
 DJ4627  VERT ORDER      -  SECOND    CLASS I
 DJ4627
 DJ4627.The horizontal coordinates were established by autonomous hand held GPS
 DJ4627.observations and have an estimated accuracy of +/- 10 meters.
 DJ4627
 DJ4627.The orthometric height was determined by differential leveling and
 DJ4627.adjusted by the WI DEPT OF TRANSP
 DJ4627.in May 2012.
 DJ4627
 DJ4627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4627.GEOID18 height accuracy estimate available here.
 DJ4627
 DJ4627.Click photographs - Photos may exist for this station.
 DJ4627
 DJ4627.The dynamic height is computed by dividing the NAVD 88
 DJ4627.geopotential number by the normal gravity value computed on the
 DJ4627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4627.degrees latitude (g = 980.6199 gals.).
 DJ4627
 DJ4627.The modeled gravity was interpolated from observed gravity values.
 DJ4627
 DJ4627;                    North         East    Units  Estimated Accuracy
 DJ4627;SPC WI C     -    68,649.      477,513.      MT  (+/- 10 meters HH2 GPS)
 DJ4627
 DJ4627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1628621860(NAD 83)
 DJ4627
 DJ4627                          SUPERSEDED SURVEY CONTROL
 DJ4627
 DJ4627  NAVD 88 (07/08/08)  292.890  (m)          960.92   (f) SUPERSEDED  2 1
 DJ4627
 DJ4627.Superseded values are not recommended for survey control.
 DJ4627
 DJ4627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4627.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4627
 DJ4627_MARKER: DD = SURVEY DISK
 DJ4627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4627_STAMPING: 4C49 2005
 DJ4627_MARK LOGO: WIDT
 DJ4627_PROJECTION: FLUSH
 DJ4627_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4627+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 DJ4627
 DJ4627  HISTORY     - Date     Condition        Report By
 DJ4627  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4627  HISTORY     - 20060718 GOOD             WIDT
 DJ4627
 DJ4627                          STATION DESCRIPTION
 DJ4627
 DJ4627'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4627'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 121 WITH
 DJ4627'COUNTY HIGHWAY BB TO THE NORTH ABOUT 5 MI (8.0 KM) EAST OF THE
 DJ4627'COMMUNITY OF GILMANTON, GO SOUTHEASTERLY ON STATE HIGHWAY 121 FOR 1.7
 DJ4627'MI (2.7 KM) TO OWINSAND ROAD ON THE LEFT, CONTINUE SOUTHEASTERLY ON
 DJ4627'STATE HIGHWAY 121 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.
 DJ4627'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4627'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4627'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4627'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4627'STATION IS 10.3 M (33.8 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DJ4627'HIGHWAY 121, 10.0 M (32.8 FT) SOUTH OF A WOOD POST FOR A --40 MPH
 DJ4627'SPEED LIMIT / WINDING ROAD-- SIGN, 1.5 M (4.9 FT) NORTHEAST OF A
 DJ4627'BARBED WIRE FENCE, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST
 DJ4627'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4627'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4627'HORIZON EXCEPT TREES TO THE SOUTH OF THE STATION EXTENDING TO 25
 DJ4627'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4544 ***********************************************************************
 DJ4544  DESIGNATION -  4C50
 DJ4544  PID         -  DJ4544
 DJ4544  STATE/COUNTY-  WI/BUFFALO
 DJ4544  COUNTRY     -  US
 DJ4544  USGS QUAD   -  WINONA EAST (2019)
 DJ4544
 DJ4544                         *CURRENT SURVEY CONTROL
 DJ4544  ______________________________________________________________________
 DJ4544* NAD 83(1986) POSITION- 44 04 11.72   (N) 091 36 05.80   (W)   HD_HELD1
 DJ4544* NAVD 88 ORTHO HEIGHT -   203.211 (meters)      666.70  (feet) ADJUSTED
 DJ4544  ______________________________________________________________________
 DJ4544  GEOID HEIGHT    -        -30.754 (meters)                     GEOID18
 DJ4544  DYNAMIC HEIGHT  -        203.180 (meters)      666.60  (feet) COMP
 DJ4544  MODELED GRAVITY -    980,461.9   (mgal)                       NAVD 88
 DJ4544
 DJ4544  VERT ORDER      -  SECOND    CLASS I
 DJ4544
 DJ4544.The horizontal coordinates were determined by differentially corrected
 DJ4544.hand held GPS observations or other comparable positioning techniques
 DJ4544.and have an estimated accuracy of +/- 3 meters.
 DJ4544
 DJ4544.The orthometric height was determined by differential leveling and
 DJ4544.adjusted by the WI DEPT OF TRANSP
 DJ4544.in May 2012.
 DJ4544
 DJ4544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4544.GEOID18 height accuracy estimate available here.
 DJ4544
 DJ4544.Click photographs - Photos may exist for this station.
 DJ4544
 DJ4544.The dynamic height is computed by dividing the NAVD 88
 DJ4544.geopotential number by the normal gravity value computed on the
 DJ4544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4544.degrees latitude (g = 980.6199 gals.).
 DJ4544
 DJ4544.The modeled gravity was interpolated from observed gravity values.
 DJ4544
 DJ4544;                    North         East    Units  Estimated Accuracy
 DJ4544;SPC WI C     -    27,554.9     471,695.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4544
 DJ4544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1198380589(NAD 83)
 DJ4544
 DJ4544                          SUPERSEDED SURVEY CONTROL
 DJ4544
 DJ4544  NAVD 88 (07/08/08)  203.209  (m)          666.69   (f) SUPERSEDED  2 1
 DJ4544
 DJ4544.Superseded values are not recommended for survey control.
 DJ4544
 DJ4544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4544.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4544
 DJ4544_MARKER: DD = SURVEY DISK
 DJ4544_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4544_SP_SET: BRIDGE ABUTMENT
 DJ4544_STAMPING: 4C50 2005
 DJ4544_MARK LOGO: WIDT
 DJ4544_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4544+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 DJ4544
 DJ4544  HISTORY     - Date     Condition        Report By
 DJ4544  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4544  HISTORY     - 20060601 GOOD             WIDT
 DJ4544
 DJ4544                          STATION DESCRIPTION
 DJ4544
 DJ4544'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4544'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH STATE
 DJ4544'HIGHWAY 35 ABOUT 1 MI (1.6 KM) NORTH OF THE CITY OF WINONA, GO EAST ON
 DJ4544'STATE HIGHWAY 54 AND STATE HIGHWAY 35 FOR 1.5 MI (2.4 KM) TO SILVER
 DJ4544'STREET, TURN LEFT AND GO NORTH ON SILVER STREET FOR 30 M (98.4 FT) TO
 DJ4544'BLUFF SIDING ROAD ON THE LEFT AND THE STATION ON THE LEFT.  THE
 DJ4544'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4544'SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END OF THE
 DJ4544'EAST ABUTMENT OF THE BRIDGE, ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DJ4544'STATION IS 4.7 M (15.4 FT) SOUTH OF THE CENTERLINE OF BLUFF SIDING
 DJ4544'ROAD AND 0.2 M (0.7 FT) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4543 ***********************************************************************
 DJ4543  DESIGNATION -  4C51
 DJ4543  PID         -  DJ4543
 DJ4543  STATE/COUNTY-  WI/BUFFALO
 DJ4543  COUNTRY     -  US
 DJ4543  USGS QUAD   -  WINONA EAST (2019)
 DJ4543
 DJ4543                         *CURRENT SURVEY CONTROL
 DJ4543  ______________________________________________________________________
 DJ4543* NAD 83(1986) POSITION- 44 04 07.73   (N) 091 33 46.26   (W)   HD_HELD1
 DJ4543* NAVD 88 ORTHO HEIGHT -   202.568 (meters)      664.59  (feet) ADJUSTED
 DJ4543  ______________________________________________________________________
 DJ4543  GEOID HEIGHT    -        -30.850 (meters)                     GEOID18
 DJ4543  DYNAMIC HEIGHT  -        202.538 (meters)      664.49  (feet) COMP
 DJ4543  MODELED GRAVITY -    980,467.3   (mgal)                       NAVD 88
 DJ4543
 DJ4543  VERT ORDER      -  SECOND    CLASS I
 DJ4543
 DJ4543.The horizontal coordinates were determined by differentially corrected
 DJ4543.hand held GPS observations or other comparable positioning techniques
 DJ4543.and have an estimated accuracy of +/- 3 meters.
 DJ4543
 DJ4543.The orthometric height was determined by differential leveling and
 DJ4543.adjusted by the WI DEPT OF TRANSP
 DJ4543.in May 2012.
 DJ4543
 DJ4543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4543.GEOID18 height accuracy estimate available here.
 DJ4543
 DJ4543.Click photographs - Photos may exist for this station.
 DJ4543
 DJ4543.The dynamic height is computed by dividing the NAVD 88
 DJ4543.geopotential number by the normal gravity value computed on the
 DJ4543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4543.degrees latitude (g = 980.6199 gals.).
 DJ4543
 DJ4543.The modeled gravity was interpolated from observed gravity values.
 DJ4543
 DJ4543;                    North         East    Units  Estimated Accuracy
 DJ4543;SPC WI C     -    27,371.3     474,797.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4543
 DJ4543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1508980519(NAD 83)
 DJ4543
 DJ4543                          SUPERSEDED SURVEY CONTROL
 DJ4543
 DJ4543  NAVD 88 (07/08/08)  202.565  (m)          664.58   (f) SUPERSEDED  2 1
 DJ4543
 DJ4543.Superseded values are not recommended for survey control.
 DJ4543
 DJ4543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4543.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4543
 DJ4543_MARKER: DD = SURVEY DISK
 DJ4543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4543_STAMPING: 4C51 2005
 DJ4543_MARK LOGO: WIDT
 DJ4543_PROJECTION: FLUSH
 DJ4543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4543+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 DJ4543
 DJ4543  HISTORY     - Date     Condition        Report By
 DJ4543  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4543  HISTORY     - 20060601 GOOD             WIDT
 DJ4543
 DJ4543                          STATION DESCRIPTION
 DJ4543
 DJ4543'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4543'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 AND STATE
 DJ4543'HIGHWAY 35 WITH COUNTY HIGHWAY P ABOUT 9 MI (14.5 KM) SOUTHEAST OF THE
 DJ4543'CITY OF FOUNTAIN CITY, GO WEST ON STATE HIGHWAY 54 AND STATE HIGHWAY
 DJ4543'35 FOR 0.4 MI (0.6 KM) TO THOMAS ROAD ON THE RIGHT AND THE STATION ON
 DJ4543'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4543'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4543'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4543'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4543'IS 19.2 M (63.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4543'54 AND STATE HIGHWAY 35, 25.5 M (83.7 FT) WEST-SOUTHWEST OF THE
 DJ4543'CENTERLINE OF THOMAS ROAD, 5.2 M (17.1 FT) SOUTH-SOUTHEAST OF THE
 DJ4543'CENTERLINE OF SOMMERS ROAD, AND 1.0 M (3.3 FT) EAST AND WEST OF A
 DJ4543'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4543'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4803 ***********************************************************************
 DJ4803  DESIGNATION -  4C52
 DJ4803  PID         -  DJ4803
 DJ4803  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4803  COUNTRY     -  US
 DJ4803  USGS QUAD   -  WINONA EAST (2019)
 DJ4803
 DJ4803                         *CURRENT SURVEY CONTROL
 DJ4803  ______________________________________________________________________
 DJ4803* NAD 83(1986) POSITION- 44 04 12.1    (N) 091 30 03.4    (W)   HD_HELD2
 DJ4803* NAVD 88 ORTHO HEIGHT -   215.215 (meters)      706.08  (feet) ADJUSTED
 DJ4803  ______________________________________________________________________
 DJ4803  GEOID HEIGHT    -        -30.990 (meters)                     GEOID18
 DJ4803  DYNAMIC HEIGHT  -        215.184 (meters)      705.98  (feet) COMP
 DJ4803  MODELED GRAVITY -    980,471.9   (mgal)                       NAVD 88
 DJ4803
 DJ4803  VERT ORDER      -  SECOND    CLASS I
 DJ4803
 DJ4803.The horizontal coordinates were established by autonomous hand held GPS
 DJ4803.observations and have an estimated accuracy of +/- 10 meters.
 DJ4803
 DJ4803.The orthometric height was determined by differential leveling and
 DJ4803.adjusted by the WI DEPT OF TRANSP
 DJ4803.in May 2012.
 DJ4803
 DJ4803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4803.GEOID18 height accuracy estimate available here.
 DJ4803
 DJ4803.Click photographs - Photos may exist for this station.
 DJ4803
 DJ4803.The dynamic height is computed by dividing the NAVD 88
 DJ4803.geopotential number by the normal gravity value computed on the
 DJ4803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4803.degrees latitude (g = 980.6199 gals.).
 DJ4803
 DJ4803.The modeled gravity was interpolated from observed gravity values.
 DJ4803
 DJ4803;                    North         East    Units  Estimated Accuracy
 DJ4803;SPC WI C     -    27,413.      479,759.      MT  (+/- 10 meters HH2 GPS)
 DJ4803
 DJ4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2004480743(NAD 83)
 DJ4803
 DJ4803                          SUPERSEDED SURVEY CONTROL
 DJ4803
 DJ4803  NAVD 88 (07/08/08)  215.211  (m)          706.07   (f) SUPERSEDED  2 1
 DJ4803
 DJ4803.Superseded values are not recommended for survey control.
 DJ4803
 DJ4803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4803.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4803
 DJ4803_MARKER: DD = SURVEY DISK
 DJ4803_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4803_SP_SET: CULVERT WINGWALL
 DJ4803_STAMPING: 4C52 2005
 DJ4803_MARK LOGO: WIDT
 DJ4803_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4803+STABILITY: SURFACE MOTION
 DJ4803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4803+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2011
 DJ4803
 DJ4803  HISTORY     - Date     Condition        Report By
 DJ4803  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4803  HISTORY     - 20060601 GOOD             WIDT
 DJ4803  HISTORY     - 20110920 GOOD             WIDT
 DJ4803
 DJ4803                          STATION DESCRIPTION
 DJ4803
 DJ4803'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4803'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54, STATE
 DJ4803'HIGHWAY 93, AND STATE HIGHWAY 35 IN THE COMMUNITY OF CENTERVILLE ABOUT
 DJ4803'4 MI (6.4 KM) NORTH OF THE VILLAGE OF TREMPEALEAU, GO WEST ON STATE
 DJ4803'HIGHWAY 54 AND STATE HIGHWAY 35 FOR 2.5 MI (4.0 KM) TO A BOX CULVERT
 DJ4803'FOR TAMARACK CREEK AND THE STATION ON THE LEFT.
 DJ4803'
 DJ4803'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4803'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4803'WALL OF THE SOUTH END OF THE BOX CULVERT, ABOUT 3 M (9.8 FT) BELOW THE
 DJ4803'HIGHWAY PAVEMENT.
 DJ4803'
 DJ4803'THE STATION IS 11.4 M (37.4 FT) SOUTH OF THE CENTERLINE OF STATE
 DJ4803'HIGHWAY 54 AND STATE HIGHWAY 35 AND 0.5 M (1.6 FT) WEST OF A WHITE
 DJ4803'PLASTIC WITNESS POST.
 DJ4803
 DJ4803                          STATION RECOVERY (2011)
 DJ4803
 DJ4803'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4823 ***********************************************************************
 DJ4823  DESIGNATION -  4C90
 DJ4823  PID         -  DJ4823
 DJ4823  STATE/COUNTY-  WI/BUFFALO
 DJ4823  COUNTRY     -  US
 DJ4823  USGS QUAD   -  GILMANTON (2018)
 DJ4823
 DJ4823                         *CURRENT SURVEY CONTROL
 DJ4823  ______________________________________________________________________
 DJ4823* NAD 83(1986) POSITION- 44 27 56.2    (N) 091 38 23.4    (W)   HD_HELD2
 DJ4823* NAVD 88 ORTHO HEIGHT -   254.498 (meters)      834.97  (feet) ADJUSTED
 DJ4823  ______________________________________________________________________
 DJ4823  GEOID HEIGHT    -        -30.755 (meters)                     GEOID18
 DJ4823  DYNAMIC HEIGHT  -        254.466 (meters)      834.86  (feet) COMP
 DJ4823  MODELED GRAVITY -    980,486.6   (mgal)                       NAVD 88
 DJ4823
 DJ4823  VERT ORDER      -  SECOND    CLASS I
 DJ4823
 DJ4823.The horizontal coordinates were established by autonomous hand held GPS
 DJ4823.observations and have an estimated accuracy of +/- 10 meters.
 DJ4823
 DJ4823.The orthometric height was determined by differential leveling and
 DJ4823.adjusted by the WI DEPT OF TRANSP
 DJ4823.in May 2012.
 DJ4823
 DJ4823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4823.GEOID18 height accuracy estimate available here.
 DJ4823
 DJ4823.Click photographs - Photos may exist for this station.
 DJ4823
 DJ4823.The dynamic height is computed by dividing the NAVD 88
 DJ4823.geopotential number by the normal gravity value computed on the
 DJ4823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4823.degrees latitude (g = 980.6199 gals.).
 DJ4823
 DJ4823.The modeled gravity was interpolated from observed gravity values.
 DJ4823
 DJ4823;                    North         East    Units  Estimated Accuracy
 DJ4823;SPC WI C     -    71,575.      469,521.      MT  (+/- 10 meters HH2 GPS)
 DJ4823
 DJ4823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0819324489(NAD 83)
 DJ4823
 DJ4823                          SUPERSEDED SURVEY CONTROL
 DJ4823
 DJ4823  NAVD 88 (07/08/08)  254.486  (m)          834.93   (f) SUPERSEDED  2 1
 DJ4823
 DJ4823.Superseded values are not recommended for survey control.
 DJ4823
 DJ4823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4823.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4823
 DJ4823_MARKER: DD = SURVEY DISK
 DJ4823_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4823_SP_SET: CULVERT WINGWALL
 DJ4823_STAMPING: 4C90 2006
 DJ4823_MARK LOGO: WIDT
 DJ4823_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4823+STABILITY: SURFACE MOTION
 DJ4823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4823+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 DJ4823
 DJ4823  HISTORY     - Date     Condition        Report By
 DJ4823  HISTORY     - 2006     MONUMENTED       WIDT
 DJ4823  HISTORY     - 20060720 GOOD             WIDT
 DJ4823
 DJ4823                          STATION DESCRIPTION
 DJ4823
 DJ4823'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4823'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 88 WITH STATE
 DJ4823'HIGHWAY 121 IN THE COMMUNITY OF GILMANTON, GO EAST ON STATE HIGHWAY
 DJ4823'121 FOR 1.8 MI (2.9 KM) TO FISKEN VALLEY ROAD ON THE RIGHT AND A BOX
 DJ4823'CULVERT OVER A SMALL STREAM AND THE STATION ON THE RIGHT.
 DJ4823'
 DJ4823'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4823'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHEAST
 DJ4823'WING WALL OF THE BOX CULVERT --C-06-043--, ABOUT 1 M (3.3 FT) BELOW
 DJ4823'THE HIGHWAY PAVEMENT.
 DJ4823'
 DJ4823'THE STATION IS 10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF STATE
 DJ4823'HIGHWAY 121 AND 28 M (91.9 FT) EAST OF THE CENTERLINE OF FISKEN VALLEY
 DJ4823'ROAD.  ---NOTE---NO WITNESS POST SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4827 ***********************************************************************
 DJ4827  DESIGNATION -  4D01
 DJ4827  PID         -  DJ4827
 DJ4827  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4827  COUNTRY     -  US
 DJ4827  USGS QUAD   -  ELK CREEK (2018)
 DJ4827
 DJ4827                         *CURRENT SURVEY CONTROL
 DJ4827  ______________________________________________________________________
 DJ4827* NAD 83(1986) POSITION- 44 25 31.41   (N) 091 28 40.86   (W)   HD_HELD1
 DJ4827* NAVD 88 ORTHO HEIGHT -   255.188 (meters)      837.23  (feet) ADJUSTED
 DJ4827  ______________________________________________________________________
 DJ4827  GEOID HEIGHT    -        -30.992 (meters)                     GEOID18
 DJ4827  DYNAMIC HEIGHT  -        255.156 (meters)      837.12  (feet) COMP
 DJ4827  MODELED GRAVITY -    980,488.2   (mgal)                       NAVD 88
 DJ4827
 DJ4827  VERT ORDER      -  SECOND    CLASS I
 DJ4827
 DJ4827.The horizontal coordinates were determined by differentially corrected
 DJ4827.hand held GPS observations or other comparable positioning techniques
 DJ4827.and have an estimated accuracy of +/- 3 meters.
 DJ4827
 DJ4827.The orthometric height was determined by differential leveling and
 DJ4827.adjusted by the WI DEPT OF TRANSP
 DJ4827.in May 2012.
 DJ4827
 DJ4827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4827.GEOID18 height accuracy estimate available here.
 DJ4827
 DJ4827.Click photographs - Photos may exist for this station.
 DJ4827
 DJ4827.The dynamic height is computed by dividing the NAVD 88
 DJ4827.geopotential number by the normal gravity value computed on the
 DJ4827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4827.degrees latitude (g = 980.6199 gals.).
 DJ4827
 DJ4827.The modeled gravity was interpolated from observed gravity values.
 DJ4827
 DJ4827;                    North         East    Units  Estimated Accuracy
 DJ4827;SPC WI C     -    66,859.4     482,314.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4827
 DJ4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2114820248(NAD 83)
 DJ4827
 DJ4827                          SUPERSEDED SURVEY CONTROL
 DJ4827
 DJ4827  NAVD 88 (07/08/08)  255.177  (m)          837.19   (f) SUPERSEDED  2 1
 DJ4827
 DJ4827.Superseded values are not recommended for survey control.
 DJ4827
 DJ4827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4827.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4827
 DJ4827_MARKER: DD = SURVEY DISK
 DJ4827_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4827_SP_SET: BRIDGE WINGWALL
 DJ4827_STAMPING: 4D01 2005
 DJ4827_MARK LOGO: WIDT
 DJ4827_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4827+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2006
 DJ4827
 DJ4827  HISTORY     - Date     Condition        Report By
 DJ4827  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4827  HISTORY     - 20060714 GOOD             WIDT
 DJ4827  HISTORY     - 20111005 POOR             WIDT
 DJ4827
 DJ4827                          STATION DESCRIPTION
 DJ4827
 DJ4827'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4827'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 121 WITH
 DJ4827'COUNTY HIGHWAY V ABOUT 5 MI (8.0 KM) NORTHWEST OF THE CITY OF
 DJ4827'INDEPENDENCE, GO SOUTH ON STATE HIGHWAY 121 FOR 0.2 MI (0.3 KM) TO A
 DJ4827'BRIDGE OVER SPORT VALLEY CREEK AND THE STATION ON THE LEFT.  T
 DJ4827'
 DJ4827'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4827'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4827'WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-61-51-80--, ABOUT LEVEL
 DJ4827'WITH THE HIGHWAY PAVEMENT.
 DJ4827'
 DJ4827'THE STATION IS 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4827'121 AND 0.1 M (0.3 FT) SOUTH OF A WHITE PLASTIC WITNSS POST.
 DJ4827
 DJ4827                          STATION RECOVERY (2011)
 DJ4827
 DJ4827'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4827'NOTE- - SOME HORIZONTAL SHIFT OBSERVED.  POSSIBLY UNSTABLE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4628 ***********************************************************************
 DJ4628  DESIGNATION -  4D02
 DJ4628  PID         -  DJ4628
 DJ4628  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4628  COUNTRY     -  US
 DJ4628  USGS QUAD   -  ELK CREEK (2018)
 DJ4628
 DJ4628                         *CURRENT SURVEY CONTROL
 DJ4628  ______________________________________________________________________
 DJ4628* NAD 83(1986) POSITION- 44 24 30.06   (N) 091 27 04.19   (W)   HD_HELD1
 DJ4628* NAVD 88 ORTHO HEIGHT -   249.897 (meters)      819.87  (feet) ADJUSTED
 DJ4628  ______________________________________________________________________
 DJ4628  GEOID HEIGHT    -        -31.047 (meters)                     GEOID18
 DJ4628  DYNAMIC HEIGHT  -        249.867 (meters)      819.77  (feet) COMP
 DJ4628  MODELED GRAVITY -    980,490.1   (mgal)                       NAVD 88
 DJ4628
 DJ4628  VERT ORDER      -  SECOND    CLASS I
 DJ4628
 DJ4628.The horizontal coordinates were determined by differentially corrected
 DJ4628.hand held GPS observations or other comparable positioning techniques
 DJ4628.and have an estimated accuracy of +/- 3 meters.
 DJ4628
 DJ4628.The orthometric height was determined by differential leveling and
 DJ4628.adjusted by the WI DEPT OF TRANSP
 DJ4628.in May 2012.
 DJ4628
 DJ4628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4628.GEOID18 height accuracy estimate available here.
 DJ4628
 DJ4628.Click photographs - Photos may exist for this station.
 DJ4628
 DJ4628.The dynamic height is computed by dividing the NAVD 88
 DJ4628.geopotential number by the normal gravity value computed on the
 DJ4628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4628.degrees latitude (g = 980.6199 gals.).
 DJ4628
 DJ4628.The modeled gravity was interpolated from observed gravity values.
 DJ4628
 DJ4628;                    North         East    Units  Estimated Accuracy
 DJ4628;SPC WI C     -    64,927.5     484,418.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4628
 DJ4628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2332218395(NAD 83)
 DJ4628
 DJ4628                          SUPERSEDED SURVEY CONTROL
 DJ4628
 DJ4628  NAVD 88 (07/08/08)  249.886  (m)          819.83   (f) SUPERSEDED  2 1
 DJ4628
 DJ4628.Superseded values are not recommended for survey control.
 DJ4628
 DJ4628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4628.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4628
 DJ4628_MARKER: DD = SURVEY DISK
 DJ4628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4628_STAMPING: 4D02 2005
 DJ4628_MARK LOGO: WIDT
 DJ4628_PROJECTION: FLUSH
 DJ4628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4628+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2011
 DJ4628
 DJ4628  HISTORY     - Date     Condition        Report By
 DJ4628  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4628  HISTORY     - 20060714 GOOD             WIDT
 DJ4628  HISTORY     - 20111005 GOOD             WIDT
 DJ4628
 DJ4628                          STATION DESCRIPTION
 DJ4628
 DJ4628'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4628'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH STATE
 DJ4628'HIGHWAY 121 ABOUT 3 MI (4.8 KM) NORTH OF THE CITY OF INDEPENDENCE, GO
 DJ4628'WEST ON STATE HIGHWAY 121 FOR 1.5 M (4.9 FT) TO COUNTY HIGHWAY BB ON
 DJ4628'THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 121 FOR 0.15 MI (0.2 KM) TO
 DJ4628'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4628'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4628'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4628'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 DJ4628'PAVEMENT.  THE STATION IS 8.8 M (28.9 FT) NORTHEAST OF THE CENTERLINE
 DJ4628'OF STATE HIGHWAY 121, 42 M (137.8 FT) NORTHWEST OF THE EXTENDED CENTER
 DJ4628'OF A GATED FIELD ENTRANCE, 9.0 M (29.5 FT) SOUTHEAST OF A WOOD FENCE
 DJ4628'POST, 2.9 M (9.5 FT) SOUTH-SOUTHWEST OF A BARBED WIRE FENCE, AND 1.0 M
 DJ4628'(3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS
 DJ4628'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4628'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4628
 DJ4628                          STATION RECOVERY (2011)
 DJ4628
 DJ4628'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4555 ***********************************************************************
 DJ4555  DESIGNATION -  4D03
 DJ4555  PID         -  DJ4555
 DJ4555  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4555  COUNTRY     -  US
 DJ4555  USGS QUAD   -  ELK CREEK (2018)
 DJ4555
 DJ4555                         *CURRENT SURVEY CONTROL
 DJ4555  ______________________________________________________________________
 DJ4555* NAD 83(1986) POSITION- 44 24 23.60   (N) 091 25 19.29   (W)   HD_HELD1
 DJ4555* NAVD 88 ORTHO HEIGHT -   247.502 (meters)      812.01  (feet) ADJUSTED
 DJ4555  ______________________________________________________________________
 DJ4555  GEOID HEIGHT    -        -31.100 (meters)                     GEOID18
 DJ4555  DYNAMIC HEIGHT  -        247.473 (meters)      811.92  (feet) COMP
 DJ4555  MODELED GRAVITY -    980,491.7   (mgal)                       NAVD 88
 DJ4555
 DJ4555  VERT ORDER      -  SECOND    CLASS I
 DJ4555
 DJ4555.The horizontal coordinates were determined by differentially corrected
 DJ4555.hand held GPS observations or other comparable positioning techniques
 DJ4555.and have an estimated accuracy of +/- 3 meters.
 DJ4555
 DJ4555.The orthometric height was determined by differential leveling and
 DJ4555.adjusted by the WI DEPT OF TRANSP
 DJ4555.in May 2012.
 DJ4555
 DJ4555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4555.GEOID18 height accuracy estimate available here.
 DJ4555
 DJ4555.Click photographs - Photos may exist for this station.
 DJ4555
 DJ4555.The dynamic height is computed by dividing the NAVD 88
 DJ4555.geopotential number by the normal gravity value computed on the
 DJ4555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4555.degrees latitude (g = 980.6199 gals.).
 DJ4555
 DJ4555.The modeled gravity was interpolated from observed gravity values.
 DJ4555
 DJ4555;                    North         East    Units  Estimated Accuracy
 DJ4555;SPC WI C     -    64,687.1     486,735.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4555
 DJ4555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2564618240(NAD 83)
 DJ4555
 DJ4555                          SUPERSEDED SURVEY CONTROL
 DJ4555
 DJ4555  NAVD 88 (07/08/08)  247.492  (m)          811.98   (f) SUPERSEDED  2 1
 DJ4555
 DJ4555.Superseded values are not recommended for survey control.
 DJ4555
 DJ4555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4555.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4555
 DJ4555_MARKER: DD = SURVEY DISK
 DJ4555_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4555_SP_SET: BRIDGE ABUTMENT
 DJ4555_STAMPING: 4D03 2005
 DJ4555_MARK LOGO: WIDT
 DJ4555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4555+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2015
 DJ4555
 DJ4555  HISTORY     - Date     Condition        Report By
 DJ4555  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4555  HISTORY     - 20060713 GOOD             WIDT
 DJ4555  HISTORY     - 20111005 GOOD             WIDT
 DJ4555  HISTORY     - 20150608 GOOD             WIDT
 DJ4555
 DJ4555                          STATION DESCRIPTION
 DJ4555
 DJ4555'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4555'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH STATE
 DJ4555'HIGHWAY 121 WEST ABOUT 3 MI (4.8 KM) NORTH OF THE CITY OF
 DJ4555'INDEPENDENCE, GO WEST ON STATE HIGHWAY 121 FOR 0.2 MI (0.3 KM) TO THE
 DJ4555'BRIDGE OVER ELK CREEK AND THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4555'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4555'STATION DISK SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF
 DJ4555'THE BRIDGE --B-61-132-99--, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4555'THE STATION IS 4.8 M (15.7 FT) NORTH OF THE CENTERLINE OF STATE
 DJ4555'HIGHWAY 121 AND 0.2 M (0.7 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4555
 DJ4555                          STATION RECOVERY (2011)
 DJ4555
 DJ4555'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4555'RECOVERED IN GOOD CONDITION.
 DJ4555
 DJ4555                          STATION RECOVERY (2015)
 DJ4555
 DJ4555'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DJ4555'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4922 ***********************************************************************
 DJ4922  DESIGNATION -  4D04
 DJ4922  PID         -  DJ4922
 DJ4922  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4922  COUNTRY     -  US
 DJ4922  USGS QUAD   -  ELK CREEK (2018)
 DJ4922
 DJ4922                         *CURRENT SURVEY CONTROL
 DJ4922  ______________________________________________________________________
 DJ4922* NAD 83(1986) POSITION- 44 25 17.1    (N) 091 24 01.6    (W)   HD_HELD2
 DJ4922* NAVD 88 ORTHO HEIGHT -   252.240 (meters)      827.56  (feet) ADJUSTED
 DJ4922  ______________________________________________________________________
 DJ4922  GEOID HEIGHT    -        -31.129 (meters)                     GEOID18
 DJ4922  DYNAMIC HEIGHT  -        252.210 (meters)      827.46  (feet) COMP
 DJ4922  MODELED GRAVITY -    980,492.7   (mgal)                       NAVD 88
 DJ4922
 DJ4922  VERT ORDER      -  SECOND    CLASS I
 DJ4922
 DJ4922.The horizontal coordinates were established by autonomous hand held GPS
 DJ4922.observations and have an estimated accuracy of +/- 10 meters.
 DJ4922
 DJ4922.The orthometric height was determined by differential leveling and
 DJ4922.adjusted by the WI DEPT OF TRANSP
 DJ4922.in May 2012.
 DJ4922
 DJ4922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4922.GEOID18 height accuracy estimate available here.
 DJ4922
 DJ4922.Click photographs - Photos may exist for this station.
 DJ4922
 DJ4922.The dynamic height is computed by dividing the NAVD 88
 DJ4922.geopotential number by the normal gravity value computed on the
 DJ4922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4922.degrees latitude (g = 980.6199 gals.).
 DJ4922
 DJ4922.The modeled gravity was interpolated from observed gravity values.
 DJ4922
 DJ4922;                    North         East    Units  Estimated Accuracy
 DJ4922;SPC WI C     -    66,308.      488,482.      MT  (+/- 10 meters HH2 GPS)
 DJ4922
 DJ4922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2733219924(NAD 83)
 DJ4922
 DJ4922                          SUPERSEDED SURVEY CONTROL
 DJ4922
 DJ4922  NAVD 88 (07/08/08)  252.229  (m)          827.52   (f) SUPERSEDED  2 1
 DJ4922
 DJ4922.Superseded values are not recommended for survey control.
 DJ4922
 DJ4922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4922.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4922
 DJ4922_MARKER: DD = SURVEY DISK
 DJ4922_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4922_SP_SET: BOX CULVERT WINGWALL
 DJ4922_STAMPING: 4D04 2005
 DJ4922_MARK LOGO: WIDT
 DJ4922_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4922+STABILITY: SURFACE MOTION
 DJ4922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4922+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2011
 DJ4922
 DJ4922  HISTORY     - Date     Condition        Report By
 DJ4922  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4922  HISTORY     - 20060712 GOOD             WIDT
 DJ4922  HISTORY     - 20111005 GOOD             WIDT
 DJ4922
 DJ4922                          STATION DESCRIPTION
 DJ4922
 DJ4922'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4922'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4922'HIGHWAY E ABOUT 5 MI (8.0 KM) NORTH OF THE CITY OF INDEPENDENCE, GO
 DJ4922'SOUTH ON STATE HIGHWAY 93 FOR 0.4 MI (0.6 KM) TO A BOX CULVERT AND THE
 DJ4922'STATION ON THE RIGHT.
 DJ4922'
 DJ4922'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4922'SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH WING WALL OF
 DJ4922'THE WEST END OF THE BOX CULVERT, ABOUT 2 M (6.6 FT) BELOW THE HIGHWAY
 DJ4922'PAVEMENT,
 DJ4922'
 DJ4922'12.4 M (40.7 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 93.
 DJ4922'
 DJ4922'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4922
 DJ4922                          STATION RECOVERY (2011)
 DJ4922
 DJ4922'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4629 ***********************************************************************
 DJ4629  DESIGNATION -  4D05
 DJ4629  PID         -  DJ4629
 DJ4629  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4629  COUNTRY     -  US
 DJ4629  USGS QUAD   -  PLEASANTVILLE (2018)
 DJ4629
 DJ4629                         *CURRENT SURVEY CONTROL
 DJ4629  ______________________________________________________________________
 DJ4629* NAD 83(1986) POSITION- 44 25 43.1    (N) 091 22 20.2    (W)   HD_HELD2
 DJ4629* NAVD 88 ORTHO HEIGHT -   255.146 (meters)      837.09  (feet) ADJUSTED
 DJ4629  ______________________________________________________________________
 DJ4629  GEOID HEIGHT    -        -31.170 (meters)                     GEOID18
 DJ4629  DYNAMIC HEIGHT  -        255.116 (meters)      836.99  (feet) COMP
 DJ4629  MODELED GRAVITY -    980,493.4   (mgal)                       NAVD 88
 DJ4629
 DJ4629  VERT ORDER      -  SECOND    CLASS I
 DJ4629
 DJ4629.The horizontal coordinates were established by autonomous hand held GPS
 DJ4629.observations and have an estimated accuracy of +/- 10 meters.
 DJ4629
 DJ4629.The orthometric height was determined by differential leveling and
 DJ4629.adjusted by the WI DEPT OF TRANSP
 DJ4629.in May 2012.
 DJ4629
 DJ4629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4629.GEOID18 height accuracy estimate available here.
 DJ4629
 DJ4629.Click photographs - Photos may exist for this station.
 DJ4629
 DJ4629.The dynamic height is computed by dividing the NAVD 88
 DJ4629.geopotential number by the normal gravity value computed on the
 DJ4629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4629.degrees latitude (g = 980.6199 gals.).
 DJ4629
 DJ4629.The modeled gravity was interpolated from observed gravity values.
 DJ4629
 DJ4629;                    North         East    Units  Estimated Accuracy
 DJ4629;SPC WI C     -    67,072.      490,739.      MT  (+/- 10 meters HH2 GPS)
 DJ4629
 DJ4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2955820771(NAD 83)
 DJ4629
 DJ4629                          SUPERSEDED SURVEY CONTROL
 DJ4629
 DJ4629  NAVD 88 (07/08/08)  255.135  (m)          837.06   (f) SUPERSEDED  2 1
 DJ4629
 DJ4629.Superseded values are not recommended for survey control.
 DJ4629
 DJ4629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4629.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4629
 DJ4629_MARKER: DD = SURVEY DISK
 DJ4629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4629_STAMPING: 4D05 2005
 DJ4629_MARK LOGO: WIDT
 DJ4629_PROJECTION: FLUSH
 DJ4629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4629+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2011
 DJ4629
 DJ4629  HISTORY     - Date     Condition        Report By
 DJ4629  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4629  HISTORY     - 20060712 GOOD             WIDT
 DJ4629  HISTORY     - 20111005 GOOD             WIDT
 DJ4629
 DJ4629                          STATION DESCRIPTION
 DJ4629
 DJ4629'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4629'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4629'HIGHWAY E ABOUT 5 MI (8.0 KM) NORTH OF THE CITY OF INDEPENDENCE, GO
 DJ4629'EAST ON COUNTY HIGHWAY E FOR 1.35 MI (2.2 KM) TO WITT-HILL ROAD
 DJ4629'(KNUTSON VALLEY ROAD) ON THE RIGHT, CONTINUE EAST ON COUNTY HIGHWAY E
 DJ4629'FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DJ4629'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4629'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4629'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4629'THE HIGHWAY PAVEMENT.  THE STATION IS 8.6 M (28.2 FT) NORTH OF THE
 DJ4629'CENTERLINE OF COUNTY HIGHWAY EAST, 27.9 M (91.5 FT) NORTHEAST OF A
 DJ4629'POWER POLE, 15.7 M (51.5 FT) WEST-NORTHWEST OF A WOOD POST FOR A
 DJ4629'--HIDDEN LEFT INTERSECTION-- SIGN, 2 M (6.6 FT) SOUTH OF AN
 DJ4629'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST
 DJ4629'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4629'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4629'HORIZON.
 DJ4629
 DJ4629                          STATION RECOVERY (2011)
 DJ4629
 DJ4629'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4630 ***********************************************************************
 DJ4630  DESIGNATION -  4D06
 DJ4630  PID         -  DJ4630
 DJ4630  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4630  COUNTRY     -  US
 DJ4630  USGS QUAD   -  PLEASANTVILLE (2018)
 DJ4630
 DJ4630                         *CURRENT SURVEY CONTROL
 DJ4630  ______________________________________________________________________
 DJ4630* NAD 83(1986) POSITION- 44 26 21.6    (N) 091 20 13.5    (W)   HD_HELD2
 DJ4630* NAVD 88 ORTHO HEIGHT -   264.992 (meters)      869.39  (feet) ADJUSTED
 DJ4630  ______________________________________________________________________
 DJ4630  GEOID HEIGHT    -        -31.218 (meters)                     GEOID18
 DJ4630  DYNAMIC HEIGHT  -        264.961 (meters)      869.29  (feet) COMP
 DJ4630  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 DJ4630
 DJ4630  VERT ORDER      -  SECOND    CLASS I
 DJ4630
 DJ4630.The horizontal coordinates were established by autonomous hand held GPS
 DJ4630.observations and have an estimated accuracy of +/- 10 meters.
 DJ4630
 DJ4630.The orthometric height was determined by differential leveling and
 DJ4630.adjusted by the WI DEPT OF TRANSP
 DJ4630.in May 2012.
 DJ4630
 DJ4630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4630.GEOID18 height accuracy estimate available here.
 DJ4630
 DJ4630.Click photographs - Photos may exist for this station.
 DJ4630
 DJ4630.The dynamic height is computed by dividing the NAVD 88
 DJ4630.geopotential number by the normal gravity value computed on the
 DJ4630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4630.degrees latitude (g = 980.6199 gals.).
 DJ4630
 DJ4630.The modeled gravity was interpolated from observed gravity values.
 DJ4630
 DJ4630;                    North         East    Units  Estimated Accuracy
 DJ4630;SPC WI C     -    68,214.      493,560.      MT  (+/- 10 meters HH2 GPS)
 DJ4630
 DJ4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3233522015(NAD 83)
 DJ4630
 DJ4630                          SUPERSEDED SURVEY CONTROL
 DJ4630
 DJ4630  NAVD 88 (07/08/08)  264.981  (m)          869.36   (f) SUPERSEDED  2 1
 DJ4630
 DJ4630.Superseded values are not recommended for survey control.
 DJ4630
 DJ4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4630.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4630
 DJ4630_MARKER: DD = SURVEY DISK
 DJ4630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4630_STAMPING: 4D06 2005
 DJ4630_MARK LOGO: WIDT
 DJ4630_PROJECTION: FLUSH
 DJ4630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4630+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 DJ4630
 DJ4630  HISTORY     - Date     Condition        Report By
 DJ4630  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4630  HISTORY     - 20060712 GOOD             WIDT
 DJ4630  HISTORY     - 20111018 GOOD             WIDT
 DJ4630
 DJ4630                          STATION DESCRIPTION
 DJ4630
 DJ4630'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4630'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF COUNTY HIGHWAY E
 DJ4630'WITH COUNTY HIGHWAY O IN THE COMMUNITY OF PLEASANTVILLE ABOUT 6 MI
 DJ4630'(9.7 KM) NORTH OF THE CITY OF WHITEHALL, GO SOUTHWEST ON COUNTY
 DJ4630'HIGHWAY E FOR 1.75 MI (2.8 KM) TO COUNTY HIGHWAY D ON THE LEFT,
 DJ4630'CONTINUE SOUTHWEST ON COUNTY HIGHWAY E AND COUNTY HIGHWAY D FOR 0.05
 DJ4630'MI (0.1 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4630'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4630'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4630'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4630'PAVEMENT.  THE STATION IS 8.2 M (26.9 FT) NORTHWEST OF THE CENTERLINE
 DJ4630'OF COUNTY HIGHWAY E AND COUNTY HIGHWAY D, 40.5 M (132.9 FT) NORTHEAST
 DJ4630'OF THE NORTH END OF A 1 M (3.3 FT) DIAMETER CORRUGATED METAL CULVERT
 DJ4630'PIPE, 19.3 M (63.3 FT) NORTH OF A WOOD POST FOR A --PLEASANTVILLE
 DJ4630'WHITEHALL-- SIGN, 2 M (6.6 FT) SOUTHEAST OF AN AGRICULTURAL FIELD, AND
 DJ4630'1.0 M (3.3 FT) SOUTH, EAST AND NORTHWEST OF A WHITE PLASTIC WITNESS
 DJ4630'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4630'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4630
 DJ4630                          STATION RECOVERY (2011)
 DJ4630
 DJ4630'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4631 ***********************************************************************
 DJ4631  DESIGNATION -  4D07
 DJ4631  PID         -  DJ4631
 DJ4631  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4631  COUNTRY     -  US
 DJ4631  USGS QUAD   -  PLEASANTVILLE (2018)
 DJ4631
 DJ4631                         *CURRENT SURVEY CONTROL
 DJ4631  ______________________________________________________________________
 DJ4631* NAD 83(1986) POSITION- 44 26 48.96   (N) 091 18 37.78   (W)   HD_HELD1
 DJ4631* NAVD 88 ORTHO HEIGHT -   272.646 (meters)      894.51  (feet) ADJUSTED
 DJ4631  ______________________________________________________________________
 DJ4631  GEOID HEIGHT    -        -31.264 (meters)                     GEOID18
 DJ4631  DYNAMIC HEIGHT  -        272.614 (meters)      894.40  (feet) COMP
 DJ4631  MODELED GRAVITY -    980,495.3   (mgal)                       NAVD 88
 DJ4631
 DJ4631  VERT ORDER      -  SECOND    CLASS I
 DJ4631
 DJ4631.The horizontal coordinates were determined by differentially corrected
 DJ4631.hand held GPS observations or other comparable positioning techniques
 DJ4631.and have an estimated accuracy of +/- 3 meters.
 DJ4631
 DJ4631.The orthometric height was determined by differential leveling and
 DJ4631.adjusted by the WI DEPT OF TRANSP
 DJ4631.in May 2012.
 DJ4631
 DJ4631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4631.GEOID18 height accuracy estimate available here.
 DJ4631
 DJ4631.Click photographs - Photos may exist for this station.
 DJ4631
 DJ4631.The dynamic height is computed by dividing the NAVD 88
 DJ4631.geopotential number by the normal gravity value computed on the
 DJ4631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4631.degrees latitude (g = 980.6199 gals.).
 DJ4631
 DJ4631.The modeled gravity was interpolated from observed gravity values.
 DJ4631
 DJ4631;                    North         East    Units  Estimated Accuracy
 DJ4631;SPC WI C     -    69,023.7     495,690.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4631
 DJ4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3443422902(NAD 83)
 DJ4631
 DJ4631                          SUPERSEDED SURVEY CONTROL
 DJ4631
 DJ4631  NAVD 88 (07/08/08)  272.635  (m)          894.47   (f) SUPERSEDED  2 1
 DJ4631
 DJ4631.Superseded values are not recommended for survey control.
 DJ4631
 DJ4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4631.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4631
 DJ4631_MARKER: DD = SURVEY DISK
 DJ4631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4631_STAMPING: 4D07 2005
 DJ4631_MARK LOGO: WIDT
 DJ4631_PROJECTION: FLUSH
 DJ4631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4631+STABILITY: SURFACE MOTION
 DJ4631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4631+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2023
 DJ4631
 DJ4631  HISTORY     - Date     Condition        Report By
 DJ4631  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4631  HISTORY     - 20060711 GOOD             WIDT
 DJ4631  HISTORY     - 20111018 GOOD             WIDT
 DJ4631  HISTORY     - 20230405 GOOD             WI-053
 DJ4631
 DJ4631                          STATION DESCRIPTION
 DJ4631
 DJ4631'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4631'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF COUNTY HIGHWAY E
 DJ4631'WITH COUNTY HIGHWAY O IN THE COMMUNITY OF PLEASANTVILLE ABOUT 6 MI
 DJ4631'(9.7 KM) NORTH OF THE CITY OF WHITEHALL, GO SOUTHWEST ON COUNTY
 DJ4631'HIGHWAY E FOR 0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.  THE
 DJ4631'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4631'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4631'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4631'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.1 M (29.9 FT)
 DJ4631'SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY EAST, 22.6 M (74.1 FT)
 DJ4631'EAST OF A TELEPHONE PEDESTAL --L 43--, 13.9 M (45.6 FT) NORTHEAST OF A
 DJ4631'TELEPHONE PEDESTAL --L 43-1--, AND 1.0 M (3.3 FT) NORTH, WEST, AND
 DJ4631'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4631'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4631'HORIZON.
 DJ4631
 DJ4631                          STATION RECOVERY (2011)
 DJ4631
 DJ4631'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4631'RECOVERED IN GOOD CONDITION.
 DJ4631
 DJ4631                          STATION RECOVERY (2023)
 DJ4631
 DJ4631'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2023 (CB)
 DJ4631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4632 ***********************************************************************
 DJ4632  DESIGNATION -  4D08
 DJ4632  PID         -  DJ4632
 DJ4632  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4632  COUNTRY     -  US
 DJ4632  USGS QUAD   -  PLEASANTVILLE (2018)
 DJ4632
 DJ4632                         *CURRENT SURVEY CONTROL
 DJ4632  ______________________________________________________________________
 DJ4632* NAD 83(1986) POSITION- 44 27 23.6    (N) 091 17 25.4    (W)   HD_HELD2
 DJ4632* NAVD 88 ORTHO HEIGHT -   274.133 (meters)      899.38  (feet) ADJUSTED
 DJ4632  ______________________________________________________________________
 DJ4632  GEOID HEIGHT    -        -31.300 (meters)                     GEOID18
 DJ4632  DYNAMIC HEIGHT  -        274.102 (meters)      899.28  (feet) COMP
 DJ4632  MODELED GRAVITY -    980,495.8   (mgal)                       NAVD 88
 DJ4632
 DJ4632  VERT ORDER      -  SECOND    CLASS I
 DJ4632
 DJ4632.The horizontal coordinates were established by autonomous hand held GPS
 DJ4632.observations and have an estimated accuracy of +/- 10 meters.
 DJ4632
 DJ4632.The orthometric height was determined by differential leveling and
 DJ4632.adjusted by the WI DEPT OF TRANSP
 DJ4632.in May 2012.
 DJ4632
 DJ4632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4632.GEOID18 height accuracy estimate available here.
 DJ4632
 DJ4632.Click photographs - Photos may exist for this station.
 DJ4632
 DJ4632.The dynamic height is computed by dividing the NAVD 88
 DJ4632.geopotential number by the normal gravity value computed on the
 DJ4632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4632.degrees latitude (g = 980.6199 gals.).
 DJ4632
 DJ4632.The modeled gravity was interpolated from observed gravity values.
 DJ4632
 DJ4632;                    North         East    Units  Estimated Accuracy
 DJ4632;SPC WI C     -    70,067.      497,307.      MT  (+/- 10 meters HH2 GPS)
 DJ4632
 DJ4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3601124004(NAD 83)
 DJ4632
 DJ4632                          SUPERSEDED SURVEY CONTROL
 DJ4632
 DJ4632  NAVD 88 (07/08/08)  274.122  (m)          899.35   (f) SUPERSEDED  2 1
 DJ4632
 DJ4632.Superseded values are not recommended for survey control.
 DJ4632
 DJ4632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4632.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4632
 DJ4632_MARKER: DD = SURVEY DISK
 DJ4632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4632_STAMPING: 4D08 2005
 DJ4632_MARK LOGO: WIDT
 DJ4632_PROJECTION: FLUSH
 DJ4632_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4632+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 DJ4632
 DJ4632  HISTORY     - Date     Condition        Report By
 DJ4632  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4632  HISTORY     - 20060711 GOOD             WIDT
 DJ4632  HISTORY     - 20111018 GOOD             WIDT
 DJ4632
 DJ4632                          STATION DESCRIPTION
 DJ4632
 DJ4632'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4632'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF COUNTY HIGHWAY E
 DJ4632'WITH COUNTY HIGHWAY O IN THE COMMUNITY OF PLEASANTVILLE ABOUT 6 MI
 DJ4632'(9.7 KM) NORTH OF THE CITY OF WHITEHALL, GO NORTHEAST ON COUNTY
 DJ4632'HIGHWAY E FOR 0.45 MI (0.7 KM) TO DEAN ROAD (GJESTVANG ROAD) ON THE
 DJ4632'RIGHT, CONTINUE EAST ON COUNTY HIGHWAY E FOR 0.3 MI (0.5 KM) TO THE
 DJ4632'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4632'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4632'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4632'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4632'IS 8.3 M (27.2 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY EAST,
 DJ4632'0.05 MI (0.1 KM) WEST OF A PRIVATE ENTRANCE --N42423--, 1.0 M (3.3 FT)
 DJ4632'NORTH, EAST-SOUTHEAST, AND WEST-SOUTHWEST OF A WHITE PLASTIC WITNESS
 DJ4632'POST, AND 0.4 M (1.3 FT) SOUTH OF A BARBED WIRE FENCE.  ---NOTE---THIS
 DJ4632'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4632'ABOVE THE HORIZON.
 DJ4632
 DJ4632                          STATION RECOVERY (2011)
 DJ4632
 DJ4632'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4633 ***********************************************************************
 DJ4633  DESIGNATION -  4D09
 DJ4633  PID         -  DJ4633
 DJ4633  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4633  COUNTRY     -  US
 DJ4633  USGS QUAD   -  PLEASANTVILLE (2018)
 DJ4633
 DJ4633                         *CURRENT SURVEY CONTROL
 DJ4633  ______________________________________________________________________
 DJ4633* NAD 83(1986) POSITION- 44 27 57.4    (N) 091 15 51.7    (W)   HD_HELD2
 DJ4633* NAVD 88 ORTHO HEIGHT -   277.502 (meters)      910.44  (feet) ADJUSTED
 DJ4633  ______________________________________________________________________
 DJ4633  GEOID HEIGHT    -        -31.363 (meters)                     GEOID18
 DJ4633  DYNAMIC HEIGHT  -        277.470 (meters)      910.33  (feet) COMP
 DJ4633  MODELED GRAVITY -    980,495.1   (mgal)                       NAVD 88
 DJ4633
 DJ4633  VERT ORDER      -  SECOND    CLASS I
 DJ4633
 DJ4633.The horizontal coordinates were established by autonomous hand held GPS
 DJ4633.observations and have an estimated accuracy of +/- 10 meters.
 DJ4633
 DJ4633.The orthometric height was determined by differential leveling and
 DJ4633.adjusted by the WI DEPT OF TRANSP
 DJ4633.in May 2012.
 DJ4633
 DJ4633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4633.GEOID18 height accuracy estimate available here.
 DJ4633
 DJ4633.Click photographs - Photos may exist for this station.
 DJ4633
 DJ4633.The dynamic height is computed by dividing the NAVD 88
 DJ4633.geopotential number by the normal gravity value computed on the
 DJ4633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4633.degrees latitude (g = 980.6199 gals.).
 DJ4633
 DJ4633.The modeled gravity was interpolated from observed gravity values.
 DJ4633
 DJ4633;                    North         East    Units  Estimated Accuracy
 DJ4633;SPC WI C     -    71,078.      499,395.      MT  (+/- 10 meters HH2 GPS)
 DJ4633
 DJ4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3806025091(NAD 83)
 DJ4633
 DJ4633                          SUPERSEDED SURVEY CONTROL
 DJ4633
 DJ4633  NAVD 88 (07/08/08)  277.490  (m)          910.40   (f) SUPERSEDED  2 1
 DJ4633
 DJ4633.Superseded values are not recommended for survey control.
 DJ4633
 DJ4633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4633.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4633
 DJ4633_MARKER: DD = SURVEY DISK
 DJ4633_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4633_SP_SET: BRIDGE ABUTMENT
 DJ4633_STAMPING: 4D09 2005
 DJ4633_MARK LOGO: WIDT
 DJ4633_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4633+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 DJ4633
 DJ4633  HISTORY     - Date     Condition        Report By
 DJ4633  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4633  HISTORY     - 20060711 GOOD             WIDT
 DJ4633  HISTORY     - 20111018 GOOD             WIDT
 DJ4633
 DJ4633                          STATION DESCRIPTION
 DJ4633
 DJ4633'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4633'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E WITH COUNTY
 DJ4633'HIGHWAY EE ABOUT 4 MI (6.4 KM) NORTHWEST OF THE VILLAGE OF PIGEON
 DJ4633'FALLS, GO EAST ON COUNTY HIGHWAY EE FOR 0.1 MI (0.2 KM) TO A BRIDGE
 DJ4633'OVER ELK CREEK AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4633'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4633'DISK SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE
 DJ4633'BRIDGE --B-61-185-03--, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT, 7.2 M
 DJ4633'(23.6 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY EE.  ---NOTE---NO
 DJ4633'WITNESS POST SET WITH THE STATION.
 DJ4633
 DJ4633                          STATION RECOVERY (2011)
 DJ4633
 DJ4633'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4633'NOTE - - STATION IS 2.1 M (7.0 FT) WEST OF A WITNESS PLAQUE SET ON A
 DJ4633'GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4634 ***********************************************************************
 DJ4634  DESIGNATION -  4D10
 DJ4634  PID         -  DJ4634
 DJ4634  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4634  COUNTRY     -  US
 DJ4634  USGS QUAD   -  PIGEON FALLS (2018)
 DJ4634
 DJ4634                         *CURRENT SURVEY CONTROL
 DJ4634  ______________________________________________________________________
 DJ4634* NAD 83(1986) POSITION- 44 27 58.5    (N) 091 14 37.4    (W)   HD_HELD2
 DJ4634* NAVD 88 ORTHO HEIGHT -   297.462 (meters)      975.92  (feet) ADJUSTED
 DJ4634  ______________________________________________________________________
 DJ4634  GEOID HEIGHT    -        -31.422 (meters)                     GEOID18
 DJ4634  DYNAMIC HEIGHT  -        297.428 (meters)      975.81  (feet) COMP
 DJ4634  MODELED GRAVITY -    980,493.8   (mgal)                       NAVD 88
 DJ4634
 DJ4634  VERT ORDER      -  SECOND    CLASS I
 DJ4634
 DJ4634.The horizontal coordinates were established by autonomous hand held GPS
 DJ4634.observations and have an estimated accuracy of +/- 10 meters.
 DJ4634
 DJ4634.The orthometric height was determined by differential leveling and
 DJ4634.adjusted by the WI DEPT OF TRANSP
 DJ4634.in May 2012.
 DJ4634
 DJ4634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4634.GEOID18 height accuracy estimate available here.
 DJ4634
 DJ4634.Click photographs - Photos may exist for this station.
 DJ4634
 DJ4634.The dynamic height is computed by dividing the NAVD 88
 DJ4634.geopotential number by the normal gravity value computed on the
 DJ4634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4634.degrees latitude (g = 980.6199 gals.).
 DJ4634
 DJ4634.The modeled gravity was interpolated from observed gravity values.
 DJ4634
 DJ4634;                    North         East    Units  Estimated Accuracy
 DJ4634;SPC WI C     -    71,086.      501,037.      MT  (+/- 10 meters HH2 GPS)
 DJ4634
 DJ4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3970125160(NAD 83)
 DJ4634
 DJ4634                          SUPERSEDED SURVEY CONTROL
 DJ4634
 DJ4634  NAVD 88 (07/08/08)  297.451  (m)          975.89   (f) SUPERSEDED  2 1
 DJ4634
 DJ4634.Superseded values are not recommended for survey control.
 DJ4634
 DJ4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4634.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4634
 DJ4634_MARKER: DD = SURVEY DISK
 DJ4634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4634_STAMPING: 4D10 2005
 DJ4634_MARK LOGO: WIDT
 DJ4634_PROJECTION: FLUSH
 DJ4634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4634+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 DJ4634
 DJ4634  HISTORY     - Date     Condition        Report By
 DJ4634  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4634  HISTORY     - 20060830 GOOD             WIDT
 DJ4634  HISTORY     - 20111018 GOOD             WIDT
 DJ4634
 DJ4634                          STATION DESCRIPTION
 DJ4634
 DJ4634'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4634'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4634'HIGHWAY EE TO THE WEST ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF
 DJ4634'PIGEON FALLS, GO WEST ON COUNTY HIGHWAY EE FOR 0.35 MI (0.6 KM) TO
 DJ4634'BYE-NELSON ROAD (KOLDEN ROAD) ON RIGHT, CONTINUE WEST ON COUNTY
 DJ4634'HIGHWAY EE FOR 0.95 MI (1.5 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4634'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4634'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4634'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4634'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.0 M (29.5 FT)
 DJ4634'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY EE, 0.1 MI (0.2 KM) EAST OF
 DJ4634'A PRIVATE ENTRANCE --W15083--, 22.1 M (72.5 FT) NORTH-NORTHEAST OF A
 DJ4634'POWER POLE, 2 M (6.6 FT) SOUTH OF AN AGRICULTURAL FIELD, AND 1.0 M
 DJ4634'(3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DJ4634'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4634'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED
 DJ4634'POWER POLE TO THE SOUTH-SOUTHWEST OF THE STATION EXTENDING TO 25
 DJ4634'DEGREES ABOVE THE HORIZON.
 DJ4634
 DJ4634                          STATION RECOVERY (2011)
 DJ4634
 DJ4634'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4802 ***********************************************************************
 DJ4802  DESIGNATION -  4D12
 DJ4802  PID         -  DJ4802
 DJ4802  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4802  COUNTRY     -  US
 DJ4802  USGS QUAD   -  TREMPEALEAU (2018)
 DJ4802
 DJ4802                         *CURRENT SURVEY CONTROL
 DJ4802  ______________________________________________________________________
 DJ4802* NAD 83(1986) POSITION- 44 04 12.5    (N) 091 25 16.5    (W)   HD_HELD2
 DJ4802* NAVD 88 ORTHO HEIGHT -   224.367 (meters)      736.11  (feet) ADJUSTED
 DJ4802  ______________________________________________________________________
 DJ4802  GEOID HEIGHT    -        -31.190 (meters)                     GEOID18
 DJ4802  DYNAMIC HEIGHT  -        224.335 (meters)      736.01  (feet) COMP
 DJ4802  MODELED GRAVITY -    980,468.9   (mgal)                       NAVD 88
 DJ4802
 DJ4802  VERT ORDER      -  SECOND    CLASS I
 DJ4802
 DJ4802.The horizontal coordinates were established by autonomous hand held GPS
 DJ4802.observations and have an estimated accuracy of +/- 10 meters.
 DJ4802
 DJ4802.The orthometric height was determined by differential leveling and
 DJ4802.adjusted by the WI DEPT OF TRANSP
 DJ4802.in May 2012.
 DJ4802
 DJ4802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4802.GEOID18 height accuracy estimate available here.
 DJ4802
 DJ4802.Click photographs - Photos may exist for this station.
 DJ4802
 DJ4802.The dynamic height is computed by dividing the NAVD 88
 DJ4802.geopotential number by the normal gravity value computed on the
 DJ4802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4802.degrees latitude (g = 980.6199 gals.).
 DJ4802
 DJ4802.The modeled gravity was interpolated from observed gravity values.
 DJ4802
 DJ4802;                    North         East    Units  Estimated Accuracy
 DJ4802;SPC WI C     -    27,310.      486,143.      MT  (+/- 10 meters HH2 GPS)
 DJ4802
 DJ4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2642680874(NAD 83)
 DJ4802
 DJ4802                          SUPERSEDED SURVEY CONTROL
 DJ4802
 DJ4802  NAVD 88 (07/08/08)  224.362  (m)          736.09   (f) SUPERSEDED  2 1
 DJ4802
 DJ4802.Superseded values are not recommended for survey control.
 DJ4802
 DJ4802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4802.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4802
 DJ4802_MARKER: DD = SURVEY DISK
 DJ4802_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4802_SP_SET: CULVERT WINGWALL
 DJ4802_STAMPING: 4D12 2005
 DJ4802_MARK LOGO: WIDT
 DJ4802_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4802+STABILITY: SURFACE MOTION
 DJ4802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4802+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 DJ4802
 DJ4802  HISTORY     - Date     Condition        Report By
 DJ4802  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4802  HISTORY     - 20060531 GOOD             WIDT
 DJ4802  HISTORY     - 20110921 GOOD             WIDT
 DJ4802
 DJ4802                          STATION DESCRIPTION
 DJ4802
 DJ4802'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4802'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54, STATE
 DJ4802'HIGHWAY 93, AND STATE HIGHWAY 35 IN THE COMMUNITY OF CENTERVILLE ABOUT
 DJ4802'4 MI (6.4 KM) NORTH OF THE VILLAGE OF TREMPEALEAU, GO EAST ON STATE
 DJ4802'HIGHWAY 54 AND STATE HIGHWAY 93 FOR 1.5 MI (2.4 KM) TO A BOX CULVERT
 DJ4802'OVER THE LITTLE TAMARACK CREEK AND THE STATION ON THE LEFT.
 DJ4802'
 DJ4802'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4802'GEODETIC CONTROL STATION DISK SET IN THE TOP OF THE NORTH WING WALL OF
 DJ4802'THE EAST END OF THE BOX CULVERT, ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DJ4802'PAVEMENT.
 DJ4802'
 DJ4802'THE STATION IS 7.4 M (24.3 FT) NORTH OF THE CENTERLINE OF STATE
 DJ4802'HIGHWAY 54 AND 0.3 M (1.0 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DJ4802'POST.
 DJ4802
 DJ4802                          STATION RECOVERY (2011)
 DJ4802
 DJ4802'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4802'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4540 ***********************************************************************
 DJ4540  DESIGNATION -  4D13
 DJ4540  PID         -  DJ4540
 DJ4540  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4540  COUNTRY     -  US
 DJ4540  USGS QUAD   -  TREMPEALEAU (2018)
 DJ4540
 DJ4540                         *CURRENT SURVEY CONTROL
 DJ4540  ______________________________________________________________________
 DJ4540* NAD 83(1986) POSITION- 44 04 20.34   (N) 091 23 00.07   (W)   HD_HELD1
 DJ4540* NAVD 88 ORTHO HEIGHT -   228.219 (meters)      748.75  (feet) ADJUSTED
 DJ4540  ______________________________________________________________________
 DJ4540  GEOID HEIGHT    -        -31.309 (meters)                     GEOID18
 DJ4540  DYNAMIC HEIGHT  -        228.185 (meters)      748.64  (feet) COMP
 DJ4540  MODELED GRAVITY -    980,465.9   (mgal)                       NAVD 88
 DJ4540
 DJ4540  VERT ORDER      -  SECOND    CLASS I
 DJ4540
 DJ4540.The horizontal coordinates were determined by differentially corrected
 DJ4540.hand held GPS observations or other comparable positioning techniques
 DJ4540.and have an estimated accuracy of +/- 3 meters.
 DJ4540
 DJ4540.The orthometric height was determined by differential leveling and
 DJ4540.adjusted by the WI DEPT OF TRANSP
 DJ4540.in May 2012.
 DJ4540
 DJ4540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4540.GEOID18 height accuracy estimate available here.
 DJ4540
 DJ4540.Click photographs - Photos may exist for this station.
 DJ4540
 DJ4540.The dynamic height is computed by dividing the NAVD 88
 DJ4540.geopotential number by the normal gravity value computed on the
 DJ4540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4540.degrees latitude (g = 980.6199 gals.).
 DJ4540
 DJ4540.The modeled gravity was interpolated from observed gravity values.
 DJ4540
 DJ4540;                    North         East    Units  Estimated Accuracy
 DJ4540;SPC WI C     -    27,499.6     489,182.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4540
 DJ4540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2945681175(NAD 83)
 DJ4540
 DJ4540                          SUPERSEDED SURVEY CONTROL
 DJ4540
 DJ4540  NAVD 88 (07/08/08)  228.214  (m)          748.73   (f) SUPERSEDED  2 1
 DJ4540
 DJ4540.Superseded values are not recommended for survey control.
 DJ4540
 DJ4540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4540.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4540
 DJ4540_MARKER: DD = SURVEY DISK
 DJ4540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4540_STAMPING: 4D13 2005
 DJ4540_MARK LOGO: WIDT
 DJ4540_PROJECTION: FLUSH
 DJ4540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4540+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 DJ4540
 DJ4540  HISTORY     - Date     Condition        Report By
 DJ4540  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4540  HISTORY     - 20060531 GOOD             WIDT
 DJ4540  HISTORY     - 20110921 GOOD             WIDT
 DJ4540
 DJ4540                          STATION DESCRIPTION
 DJ4540
 DJ4540'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4540'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54, STATE
 DJ4540'HIGHWAY 93, AND STATE HIGHWAY 35 IN THE COMMUNITY OF CENTERVILLE ABOUT
 DJ4540'4 MI (6.4 KM) NORTH OF THE VILLAGE OF TREMPEALEAU, GO EAST ON STATE
 DJ4540'HIGHWAY 54 AND STATE HIGHWAY 93 SOUTH FOR 3.0 MI (4.8 KM) TO ENGEN
 DJ4540'ROAD ON THE RIGHT, CONTINUE NORTHEAST ON STATE HIGHWAY 54 AND STATE
 DJ4540'HIGHWAY 93 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4540'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4540'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4540'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4540'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.9 M (42.3
 DJ4540'FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 54 AND STATE HIGHWAY
 DJ4540'93, 42 M (137.8 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF RIDGEVIEW
 DJ4540'DRIVE, 29.0 M (95.1 FT) NORTHEAST OF A SUBSTATION DRIVEWAY, AND 1.0 M
 DJ4540'(3.3 FT) NORTH, WEST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4540'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4540'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4540
 DJ4540                          STATION RECOVERY (2011)
 DJ4540
 DJ4540'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4539 ***********************************************************************
 DJ4539  DESIGNATION -  4D15
 DJ4539  PID         -  DJ4539
 DJ4539  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4539  COUNTRY     -  US
 DJ4539  USGS QUAD   -  ETTRICK (2018)
 DJ4539
 DJ4539                         *CURRENT SURVEY CONTROL
 DJ4539  ______________________________________________________________________
 DJ4539* NAD 83(1986) POSITION- 44 08 08.6    (N) 091 20 22.4    (W)   HD_HELD2
 DJ4539* NAVD 88 ORTHO HEIGHT -   242.102 (meters)      794.30  (feet) ADJUSTED
 DJ4539  ______________________________________________________________________
 DJ4539  GEOID HEIGHT    -        -31.394 (meters)                     GEOID18
 DJ4539  DYNAMIC HEIGHT  -        242.064 (meters)      794.17  (feet) COMP
 DJ4539  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 DJ4539
 DJ4539  VERT ORDER      -  SECOND    CLASS I
 DJ4539
 DJ4539.The horizontal coordinates were established by autonomous hand held GPS
 DJ4539.observations and have an estimated accuracy of +/- 10 meters.
 DJ4539
 DJ4539.The orthometric height was determined by differential leveling and
 DJ4539.adjusted by the WI DEPT OF TRANSP
 DJ4539.in May 2012.
 DJ4539
 DJ4539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4539.GEOID18 height accuracy estimate available here.
 DJ4539
 DJ4539.Click photographs - Photos may exist for this station.
 DJ4539
 DJ4539.The dynamic height is computed by dividing the NAVD 88
 DJ4539.geopotential number by the normal gravity value computed on the
 DJ4539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4539.degrees latitude (g = 980.6199 gals.).
 DJ4539
 DJ4539.The modeled gravity was interpolated from observed gravity values.
 DJ4539
 DJ4539;                    North         East    Units  Estimated Accuracy
 DJ4539;SPC WI C     -    34,485.      492,807.      MT  (+/- 10 meters HH2 GPS)
 DJ4539
 DJ4539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3282188287(NAD 83)
 DJ4539
 DJ4539                          SUPERSEDED SURVEY CONTROL
 DJ4539
 DJ4539  NAVD 88 (07/08/08)  242.096  (m)          794.28   (f) SUPERSEDED  2 1
 DJ4539
 DJ4539.Superseded values are not recommended for survey control.
 DJ4539
 DJ4539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4539.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4539
 DJ4539_MARKER: DD = SURVEY DISK
 DJ4539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4539_STAMPING: 4D15 2005
 DJ4539_MARK LOGO: WIDT
 DJ4539_PROJECTION: FLUSH
 DJ4539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4539+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2011
 DJ4539
 DJ4539  HISTORY     - Date     Condition        Report By
 DJ4539  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4539  HISTORY     - 20060525 GOOD             WIDT
 DJ4539  HISTORY     - 20110922 GOOD             WIDT
 DJ4539
 DJ4539                          STATION DESCRIPTION
 DJ4539
 DJ4539'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4539'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4539'HIGHWAY TT ABOUT 5 MI (8.0 KM) NORTH OF THE CITY OF GALESVILLE, GO
 DJ4539'SOUTHWEST ON US HIGHWAY 53 FOR 1.4 MI (2.3 KM) TO JOHNSON LANE ON THE
 DJ4539'RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4539'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4539'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4539'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY
 DJ4539'PAVEMENT.  THE STATION IS 16.5 M (54.1 FT) WEST OF THE CENTERLINE OF
 DJ4539'US HIGHWAY 53, 9.8 M (32.2 FT) NORTH OF THE CENTERLINE OF JOHNSON
 DJ4539'LANE, 5.0 M (16.4 FT) EAST OF A TELEPHONE PEDESTAL --2408--, AND 1.0 M
 DJ4539'(3.3 FT) NORTH, SOUTH, AND EAST OF A WHITE PLASTIC WITNESS POST.
 DJ4539'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4539'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4539
 DJ4539                          STATION RECOVERY (2011)
 DJ4539
 DJ4539'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4937 ***********************************************************************
 DJ4937  DESIGNATION -  4D17
 DJ4937  PID         -  DJ4937
 DJ4937  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4937  COUNTRY     -  US
 DJ4937  USGS QUAD   -  ETTRICK (2018)
 DJ4937
 DJ4937                         *CURRENT SURVEY CONTROL
 DJ4937  ______________________________________________________________________
 DJ4937* NAD 83(1986) POSITION- 44 09 41.9    (N) 091 15 31.6    (W)   HD_HELD2
 DJ4937* NAVD 88 ORTHO HEIGHT -   238.515 (meters)      782.53  (feet) ADJUSTED
 DJ4937  ______________________________________________________________________
 DJ4937  GEOID HEIGHT    -        -31.623 (meters)                     GEOID18
 DJ4937  DYNAMIC HEIGHT  -        238.480 (meters)      782.41  (feet) COMP
 DJ4937  MODELED GRAVITY -    980,463.3   (mgal)                       NAVD 88
 DJ4937
 DJ4937  VERT ORDER      -  SECOND    CLASS I
 DJ4937
 DJ4937.The horizontal coordinates were established by autonomous hand held GPS
 DJ4937.observations and have an estimated accuracy of +/- 10 meters.
 DJ4937
 DJ4937.The orthometric height was determined by differential leveling and
 DJ4937.adjusted by the WI DEPT OF TRANSP
 DJ4937.in May 2012.
 DJ4937
 DJ4937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4937.GEOID18 height accuracy estimate available here.
 DJ4937
 DJ4937.Click photographs - Photos may exist for this station.
 DJ4937
 DJ4937.The dynamic height is computed by dividing the NAVD 88
 DJ4937.geopotential number by the normal gravity value computed on the
 DJ4937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4937.degrees latitude (g = 980.6199 gals.).
 DJ4937
 DJ4937.The modeled gravity was interpolated from observed gravity values.
 DJ4937
 DJ4937;                    North         East    Units  Estimated Accuracy
 DJ4937;SPC WI C     -    37,261.      499,315.      MT  (+/- 10 meters HH2 GPS)
 DJ4937
 DJ4937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3922291300(NAD 83)
 DJ4937
 DJ4937                          SUPERSEDED SURVEY CONTROL
 DJ4937
 DJ4937  NAVD 88 (07/08/08)  238.508  (m)          782.51   (f) SUPERSEDED  2 1
 DJ4937
 DJ4937.Superseded values are not recommended for survey control.
 DJ4937
 DJ4937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4937.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4937
 DJ4937_MARKER: DD = SURVEY DISK
 DJ4937_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4937_SP_SET: BRIDGE WINGWALL
 DJ4937_STAMPING: 4D17 2005
 DJ4937_MARK LOGO: WIDT
 DJ4937_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4937+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2011
 DJ4937
 DJ4937  HISTORY     - Date     Condition        Report By
 DJ4937  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4937  HISTORY     - 20060524 GOOD             WIDT
 DJ4937  HISTORY     - 20110922 GOOD             WIDT
 DJ4937
 DJ4937                          STATION DESCRIPTION
 DJ4937
 DJ4937'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4937'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4937'HIGHWAY D (1ST STREET) IN THE VILLAGE OF ETTRICK, GO EAST ON COUNTY
 DJ4937'HIGHWAY D (1ST STREET) FOR 0.1 MI (0.2 KM) TO COUNTY HIGHWAY D ON THE
 DJ4937'RIGHT AND COUNTY HIGHWAY R ON THE LEFT (MAIN STREET), TURN RIGHT AND
 DJ4937'GO SOUTH THEN EAST ON COUNTY HIGHWAY D (MAIN STREET) FOR 0.9 MI (1.4
 DJ4937'KM) TO A BRIDGE OVER A SMALL STREAM AND THE STATION ON THE RIGHT.
 DJ4937'
 DJ4937'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4937'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH WING
 DJ4937'WALL OF THE EAST ABUTMENT OF THE BRIDGE --B-61-12-92--, ABOUT LEVEL
 DJ4937'WITH THE HIGHWAY PAVEMENT,
 DJ4937'
 DJ4937'5.0 M (16.4 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY D.
 DJ4937'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4937
 DJ4937                          STATION RECOVERY (2011)
 DJ4937
 DJ4937'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4937'NOTE - - STATION IS 1M (3.3 FT) WEST OF A WITNESS PLAQUE SET ON A WOOD
 DJ4937'GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4538 ***********************************************************************
 DJ4538  DESIGNATION -  4D46
 DJ4538  PID         -  DJ4538
 DJ4538  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4538  COUNTRY     -  US
 DJ4538  USGS QUAD   -  HEGG (2018)
 DJ4538
 DJ4538                         *CURRENT SURVEY CONTROL
 DJ4538  ______________________________________________________________________
 DJ4538* NAD 83(1986) POSITION- 44 08 25.6    (N) 091 11 09.1    (W)   HD_HELD2
 DJ4538* NAVD 88 ORTHO HEIGHT -   253.213 (meters)      830.75  (feet) ADJUSTED
 DJ4538  ______________________________________________________________________
 DJ4538  GEOID HEIGHT    -        -31.876 (meters)                     GEOID18
 DJ4538  DYNAMIC HEIGHT  -        253.172 (meters)      830.62  (feet) COMP
 DJ4538  MODELED GRAVITY -    980,448.2   (mgal)                       NAVD 88
 DJ4538
 DJ4538  VERT ORDER      -  SECOND    CLASS I
 DJ4538
 DJ4538.The horizontal coordinates were established by autonomous hand held GPS
 DJ4538.observations and have an estimated accuracy of +/- 10 meters.
 DJ4538
 DJ4538.The orthometric height was determined by differential leveling and
 DJ4538.adjusted by the WI DEPT OF TRANSP
 DJ4538.in May 2012.
 DJ4538
 DJ4538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4538.GEOID18 height accuracy estimate available here.
 DJ4538
 DJ4538.Click photographs - Photos may exist for this station.
 DJ4538
 DJ4538.The dynamic height is computed by dividing the NAVD 88
 DJ4538.geopotential number by the normal gravity value computed on the
 DJ4538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4538.degrees latitude (g = 980.6199 gals.).
 DJ4538
 DJ4538.The modeled gravity was interpolated from observed gravity values.
 DJ4538
 DJ4538;                    North         East    Units  Estimated Accuracy
 DJ4538;SPC WI C     -    34,819.      505,112.      MT  (+/- 10 meters HH2 GPS)
 DJ4538
 DJ4538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4510489071(NAD 83)
 DJ4538
 DJ4538                          SUPERSEDED SURVEY CONTROL
 DJ4538
 DJ4538  NAVD 88 (07/08/08)  253.205  (m)          830.72   (f) SUPERSEDED  2 1
 DJ4538
 DJ4538.Superseded values are not recommended for survey control.
 DJ4538
 DJ4538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4538.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4538
 DJ4538_MARKER: DD = SURVEY DISK
 DJ4538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4538_STAMPING: 4D46 2005
 DJ4538_MARK LOGO: WIDT
 DJ4538_PROJECTION: FLUSH
 DJ4538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4538+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2011
 DJ4538
 DJ4538  HISTORY     - Date     Condition        Report By
 DJ4538  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4538  HISTORY     - 20060524 GOOD             WIDT
 DJ4538  HISTORY     - 20110922 GOOD             WIDT
 DJ4538
 DJ4538                          STATION DESCRIPTION
 DJ4538
 DJ4538'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4538'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DJ4538'HIGHWAY V ABOUT 6 MI (9.7 KM) SOUTHEAST OF THE VILLAGE OF ETTRICK, GO
 DJ4538'WEST-NORTHWEST ON COUNTY HIGHWAY D FOR 1.7 MI (2.7 KM) TO WHALEN ROAD,
 DJ4538'CONTINUE WEST-NORTHWEST ON COUNTY HIGHWAY D FOR 0.3 MI (0.5 KM) TO THE
 DJ4538'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4538'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4538'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.1 M DEEP), LOCATED WITHIN
 DJ4538'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4538'IS 10.1 M (33.1 FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY D,
 DJ4538'39 M (128.0 FT) WEST OF A FIELD ENTRANCE, 24.1 M (79.1 FT) NORTHWEST
 DJ4538'OF A POWER POLE --8117AA35--, 1 M (3.3 FT) SOUTHWEST OF AN
 DJ4538'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST
 DJ4538'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4538'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4538'HORIZON.
 DJ4538
 DJ4538                          STATION RECOVERY (2011)
 DJ4538
 DJ4538'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4799 ***********************************************************************
 DJ4799  DESIGNATION -  4D47
 DJ4799  PID         -  DJ4799
 DJ4799  STATE/COUNTY-  WI/JACKSON
 DJ4799  COUNTRY     -  US
 DJ4799  USGS QUAD   -  HEGG (2018)
 DJ4799
 DJ4799                         *CURRENT SURVEY CONTROL
 DJ4799  ______________________________________________________________________
 DJ4799* NAD 83(1986) POSITION- 44 08 37.0    (N) 091 07 39.4    (W)   HD_HELD2
 DJ4799* NAVD 88 ORTHO HEIGHT -   267.638 (meters)      878.08  (feet) ADJUSTED
 DJ4799  ______________________________________________________________________
 DJ4799  GEOID HEIGHT    -        -32.065 (meters)                     GEOID18
 DJ4799  DYNAMIC HEIGHT  -        267.595 (meters)      877.93  (feet) COMP
 DJ4799  MODELED GRAVITY -    980,450.1   (mgal)                       NAVD 88
 DJ4799
 DJ4799  VERT ORDER      -  SECOND    CLASS I
 DJ4799
 DJ4799.The horizontal coordinates were established by autonomous hand held GPS
 DJ4799.observations and have an estimated accuracy of +/- 10 meters.
 DJ4799
 DJ4799.The orthometric height was determined by differential leveling and
 DJ4799.adjusted by the WI DEPT OF TRANSP
 DJ4799.in May 2012.
 DJ4799
 DJ4799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4799.GEOID18 height accuracy estimate available here.
 DJ4799
 DJ4799.Click photographs - Photos may exist for this station.
 DJ4799
 DJ4799.The dynamic height is computed by dividing the NAVD 88
 DJ4799.geopotential number by the normal gravity value computed on the
 DJ4799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4799.degrees latitude (g = 980.6199 gals.).
 DJ4799
 DJ4799.The modeled gravity was interpolated from observed gravity values.
 DJ4799
 DJ4799;                    North         East    Units  Estimated Accuracy
 DJ4799;SPC WI C     -    35,104.      509,778.      MT  (+/- 10 meters HH2 GPS)
 DJ4799
 DJ4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4975589528(NAD 83)
 DJ4799
 DJ4799                          SUPERSEDED SURVEY CONTROL
 DJ4799
 DJ4799  NAVD 88 (07/08/08)  267.629  (m)          878.05   (f) SUPERSEDED  2 1
 DJ4799
 DJ4799.Superseded values are not recommended for survey control.
 DJ4799
 DJ4799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4799.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4799
 DJ4799_MARKER: DD = SURVEY DISK
 DJ4799_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4799_SP_SET: CULVERT WINGWALL
 DJ4799_STAMPING: 4D47 2005
 DJ4799_MARK LOGO: WIDT
 DJ4799_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4799+STABILITY: SURFACE MOTION
 DJ4799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4799+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2011
 DJ4799
 DJ4799  HISTORY     - Date     Condition        Report By
 DJ4799  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4799  HISTORY     - 20060523 GOOD             WIDT
 DJ4799  HISTORY     - 20110907 GOOD             WIDT
 DJ4799
 DJ4799                          STATION DESCRIPTION
 DJ4799
 DJ4799'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4799'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DJ4799'HIGHWAY H ABOUT 4 MI (6.4 KM) WEST OF THE VILLAGE OF MELROSE, GO WEST
 DJ4799'ON COUNTY HIGHWAY D FOR 2.3 MI (3.7 KM) TO SANDBERG ROAD, CONTINUE
 DJ4799'WEST ON COUNTY HIGHWAY D FOR 0.05 MI (0.1 KM) TO A BOX CULVERT FOR A
 DJ4799'SMALL CREEK AND THE STATION ON THE LEFT.
 DJ4799'
 DJ4799'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4799'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH WING
 DJ4799'WALL OF THE EAST END OF THE BOX CULVERT, ABOUT 1 M (3.3 FT) BELOW THE
 DJ4799'HIGHWAY PAVEMENT.
 DJ4799'
 DJ4799'THE STATION IS 5.0 M (16.4 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DJ4799'HIGHWAY D AND 0.3 M (1.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4799
 DJ4799                          STATION RECOVERY (2011)
 DJ4799
 DJ4799'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4799'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4537 ***********************************************************************
 DJ4537  DESIGNATION -  4D48
 DJ4537  PID         -  DJ4537
 DJ4537  STATE/COUNTY-  WI/JACKSON
 DJ4537  COUNTRY     -  US
 DJ4537  USGS QUAD   -  NORTH BEND NE (2018)
 DJ4537
 DJ4537                         *CURRENT SURVEY CONTROL
 DJ4537  ______________________________________________________________________
 DJ4537* NAD 83(1986) POSITION- 44 08 48.0    (N) 091 05 44.2    (W)   HD_HELD2
 DJ4537* NAVD 88 ORTHO HEIGHT -   289.921 (meters)      951.18  (feet) ADJUSTED
 DJ4537  ______________________________________________________________________
 DJ4537  GEOID HEIGHT    -        -32.166 (meters)                     GEOID18
 DJ4537  DYNAMIC HEIGHT  -        289.874 (meters)      951.03  (feet) COMP
 DJ4537  MODELED GRAVITY -    980,448.9   (mgal)                       NAVD 88
 DJ4537
 DJ4537  VERT ORDER      -  SECOND    CLASS I
 DJ4537
 DJ4537.The horizontal coordinates were established by autonomous hand held GPS
 DJ4537.observations and have an estimated accuracy of +/- 10 meters.
 DJ4537
 DJ4537.The orthometric height was determined by differential leveling and
 DJ4537.adjusted by the WI DEPT OF TRANSP
 DJ4537.in May 2012.
 DJ4537
 DJ4537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4537.GEOID18 height accuracy estimate available here.
 DJ4537
 DJ4537.Click photographs - Photos may exist for this station.
 DJ4537
 DJ4537.The dynamic height is computed by dividing the NAVD 88
 DJ4537.geopotential number by the normal gravity value computed on the
 DJ4537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4537.degrees latitude (g = 980.6199 gals.).
 DJ4537
 DJ4537.The modeled gravity was interpolated from observed gravity values.
 DJ4537
 DJ4537;                    North         East    Units  Estimated Accuracy
 DJ4537;SPC WI C     -    35,409.      512,343.      MT  (+/- 10 meters HH2 GPS)
 DJ4537
 DJ4537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5230689926(NAD 83)
 DJ4537
 DJ4537                          SUPERSEDED SURVEY CONTROL
 DJ4537
 DJ4537  NAVD 88 (07/08/08)  289.912  (m)          951.15   (f) SUPERSEDED  2 1
 DJ4537
 DJ4537.Superseded values are not recommended for survey control.
 DJ4537
 DJ4537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4537.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4537
 DJ4537_MARKER: DD = SURVEY DISK
 DJ4537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4537_STAMPING: 4D48 2005
 DJ4537_MARK LOGO: WIDT
 DJ4537_PROJECTION: FLUSH
 DJ4537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4537+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2011
 DJ4537
 DJ4537  HISTORY     - Date     Condition        Report By
 DJ4537  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4537  HISTORY     - 20060523 GOOD             WIDT
 DJ4537  HISTORY     - 20110907 GOOD             WIDT
 DJ4537
 DJ4537                          STATION DESCRIPTION
 DJ4537
 DJ4537'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4537'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DJ4537'HIGHWAY H ABOUT 4 MI (6.4 KM) WEST OF THE VILLAGE OF MELROSE, GO WEST
 DJ4537'ON COUNTY HIGHWAY D FOR 0.8 MI (1.3 KM) TO EORIO ROAD ON THE RIGHT AND
 DJ4537'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DJ4537'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DJ4537'OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED
 DJ4537'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DJ4537'STATION IS 11.8 M (38.7 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DJ4537'D, 8 M (26.2 FT) EAST OF THE EXTENDED CENTER OF EORIO ROAD, 3.9 M
 DJ4537'(12.8 FT) NORTH OF A TELEPHONE PEDESTAL --HPYH 3000 7--, AND 1.0 M
 DJ4537'(3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4537'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4537'ABOVE THE HORIZON.
 DJ4537
 DJ4537                          STATION RECOVERY (2011)
 DJ4537
 DJ4537'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4537'NOTE   STATION IS 1 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4536 ***********************************************************************
 DJ4536  DESIGNATION -  4D49
 DJ4536  PID         -  DJ4536
 DJ4536  STATE/COUNTY-  WI/JACKSON
 DJ4536  COUNTRY     -  US
 DJ4536  USGS QUAD   -  NORTH BEND NE (2018)
 DJ4536
 DJ4536                         *CURRENT SURVEY CONTROL
 DJ4536  ______________________________________________________________________
 DJ4536* NAD 83(1986) POSITION- 44 08 42.8    (N) 091 03 28.1    (W)   HD_HELD2
 DJ4536* NAVD 88 ORTHO HEIGHT -   329.980 (meters)     1082.61  (feet) ADJUSTED
 DJ4536  ______________________________________________________________________
 DJ4536  GEOID HEIGHT    -        -32.296 (meters)                     GEOID18
 DJ4536  DYNAMIC HEIGHT  -        329.927 (meters)     1082.44  (feet) COMP
 DJ4536  MODELED GRAVITY -    980,447.7   (mgal)                       NAVD 88
 DJ4536
 DJ4536  VERT ORDER      -  SECOND    CLASS I
 DJ4536
 DJ4536.The horizontal coordinates were established by autonomous hand held GPS
 DJ4536.observations and have an estimated accuracy of +/- 10 meters.
 DJ4536
 DJ4536.The orthometric height was determined by differential leveling and
 DJ4536.adjusted by the WI DEPT OF TRANSP
 DJ4536.in May 2012.
 DJ4536
 DJ4536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4536.GEOID18 height accuracy estimate available here.
 DJ4536
 DJ4536.Click photographs - Photos may exist for this station.
 DJ4536
 DJ4536.The dynamic height is computed by dividing the NAVD 88
 DJ4536.geopotential number by the normal gravity value computed on the
 DJ4536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4536.degrees latitude (g = 980.6199 gals.).
 DJ4536
 DJ4536.The modeled gravity was interpolated from observed gravity values.
 DJ4536
 DJ4536;                    North         East    Units  Estimated Accuracy
 DJ4536;SPC WI C     -    35,208.      515,365.      MT  (+/- 10 meters HH2 GPS)
 DJ4536
 DJ4536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5533489836(NAD 83)
 DJ4536
 DJ4536                          SUPERSEDED SURVEY CONTROL
 DJ4536
 DJ4536  NAVD 88 (07/08/08)  329.971  (m)         1082.58   (f) SUPERSEDED  2 1
 DJ4536
 DJ4536.Superseded values are not recommended for survey control.
 DJ4536
 DJ4536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4536.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4536
 DJ4536_MARKER: DD = SURVEY DISK
 DJ4536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4536_STAMPING: 4D49 2005
 DJ4536_MARK LOGO: WIDT
 DJ4536_PROJECTION: FLUSH
 DJ4536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4536+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2011
 DJ4536
 DJ4536  HISTORY     - Date     Condition        Report By
 DJ4536  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4536  HISTORY     - 20060519 GOOD             WIDT
 DJ4536  HISTORY     - 20110908 GOOD             WIDT
 DJ4536
 DJ4536                          STATION DESCRIPTION
 DJ4536
 DJ4536'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4536'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DJ4536'HIGHWAY H ABOUT 4 MI (6.4 KM) WEST OF THE VILLAGE OF MELROSE, GO EAST
 DJ4536'ON COUNTY HIGHWAY D FOR 0.45 MI (0.7 KM) TO BLACKBERRY ROAD ON THE
 DJ4536'LEFT AND LEE RIDGE ROAD ON THE RIGHT, CONTINUE EAST ON COUNTY HIGHWAY
 DJ4536'D FOR 0.65 MI (1.0 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4536'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4536'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4536'POST (ATTACHED TO BEDROCK 0.9 M (3.0 FT) DEEP), LOCATED WITHIN THE
 DJ4536'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4536'13.6 M (44.6 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY D, 64 M
 DJ4536'(210.0 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE
 DJ4536'--W14922--, 15 M (49.2 FT) WEST OF A PRIVATE ENTRANCE, AND 1.0 M (3.3
 DJ4536'FT) SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4536'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4536'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE
 DJ4536'EAST-SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DJ4536
 DJ4536                          STATION RECOVERY (2011)
 DJ4536
 DJ4536'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4798 ***********************************************************************
 DJ4798  DESIGNATION -  4E01
 DJ4798  PID         -  DJ4798
 DJ4798  STATE/COUNTY-  WI/JACKSON
 DJ4798  COUNTRY     -  US
 DJ4798  USGS QUAD   -  MELROSE (2018)
 DJ4798
 DJ4798                         *CURRENT SURVEY CONTROL
 DJ4798  ______________________________________________________________________
 DJ4798* NAD 83(1986) POSITION- 44 08 49.8    (N) 090 59 36.0    (W)   HD_HELD2
 DJ4798* NAVD 88 ORTHO HEIGHT -   236.991 (meters)      777.53  (feet) ADJUSTED
 DJ4798  ______________________________________________________________________
 DJ4798  GEOID HEIGHT    -        -32.521 (meters)                     GEOID18
 DJ4798  DYNAMIC HEIGHT  -        236.952 (meters)      777.40  (feet) COMP
 DJ4798  MODELED GRAVITY -    980,447.9   (mgal)                       NAVD 88
 DJ4798
 DJ4798  VERT ORDER      -  SECOND    CLASS I
 DJ4798
 DJ4798.The horizontal coordinates were established by autonomous hand held GPS
 DJ4798.observations and have an estimated accuracy of +/- 10 meters.
 DJ4798
 DJ4798.The orthometric height was determined by differential leveling and
 DJ4798.adjusted by the WI DEPT OF TRANSP
 DJ4798.in May 2012.
 DJ4798
 DJ4798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4798.GEOID18 height accuracy estimate available here.
 DJ4798
 DJ4798.Click photographs - Photos may exist for this station.
 DJ4798
 DJ4798.The dynamic height is computed by dividing the NAVD 88
 DJ4798.geopotential number by the normal gravity value computed on the
 DJ4798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4798.degrees latitude (g = 980.6199 gals.).
 DJ4798
 DJ4798.The modeled gravity was interpolated from observed gravity values.
 DJ4798
 DJ4798;                    North         East    Units  Estimated Accuracy
 DJ4798;SPC WI C     -    35,359.      520,526.      MT  (+/- 10 meters HH2 GPS)
 DJ4798
 DJ4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6048590176(NAD 83)
 DJ4798
 DJ4798                          SUPERSEDED SURVEY CONTROL
 DJ4798
 DJ4798  NAVD 88 (07/08/08)  236.981  (m)          777.50   (f) SUPERSEDED  2 1
 DJ4798
 DJ4798.Superseded values are not recommended for survey control.
 DJ4798
 DJ4798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4798.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4798
 DJ4798_MARKER: DD = SURVEY DISK
 DJ4798_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4798_SP_SET: BRIDGE WINGWALL
 DJ4798_STAMPING: 4E01 2005
 DJ4798_MARK LOGO: WIDT
 DJ4798_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4798+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2006
 DJ4798
 DJ4798  HISTORY     - Date     Condition        Report By
 DJ4798  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4798  HISTORY     - 20060814 GOOD             WIDT
 DJ4798
 DJ4798                          STATION DESCRIPTION
 DJ4798
 DJ4798'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4798'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4798'HIGHWAY D JUST NORTH OF THE VILLAGE OF MELROSE, GO NORTH ON STATE
 DJ4798'HIGHWAY 54 FOR 0.25 MI (0.4 KM) TO A BRIDGE OVER DOUGLAS CREEK AND THE
 DJ4798'STATION ON THE RIGHT.
 DJ4798'
 DJ4798'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4798'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4798'WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-27-16-91--, ABOUT LEVEL
 DJ4798'WITH THE HIGHWAY PAVEMENT,
 DJ4798'
 DJ4798'5.7 M (18.7 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 54.
 DJ4798'---NOTE---NO WITNESS POST SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4797 ***********************************************************************
 DJ4797  DESIGNATION -  4E02
 DJ4797  PID         -  DJ4797
 DJ4797  STATE/COUNTY-  WI/JACKSON
 DJ4797  COUNTRY     -  US
 DJ4797  USGS QUAD   -  MELROSE (2018)
 DJ4797
 DJ4797                         *CURRENT SURVEY CONTROL
 DJ4797  ______________________________________________________________________
 DJ4797* NAD 83(1986) POSITION- 44 07 56.6    (N) 090 59 37.8    (W)   HD_HELD2
 DJ4797* NAVD 88 ORTHO HEIGHT -   236.565 (meters)      776.13  (feet) ADJUSTED
 DJ4797  ______________________________________________________________________
 DJ4797  GEOID HEIGHT    -        -32.517 (meters)                     GEOID18
 DJ4797  DYNAMIC HEIGHT  -        236.526 (meters)      776.00  (feet) COMP
 DJ4797  MODELED GRAVITY -    980,449.5   (mgal)                       NAVD 88
 DJ4797
 DJ4797  VERT ORDER      -  SECOND    CLASS I
 DJ4797
 DJ4797.The horizontal coordinates were established by autonomous hand held GPS
 DJ4797.observations and have an estimated accuracy of +/- 10 meters.
 DJ4797
 DJ4797.The orthometric height was determined by differential leveling and
 DJ4797.adjusted by the WI DEPT OF TRANSP
 DJ4797.in May 2012.
 DJ4797
 DJ4797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4797.GEOID18 height accuracy estimate available here.
 DJ4797
 DJ4797.Click photographs - Photos may exist for this station.
 DJ4797
 DJ4797.The dynamic height is computed by dividing the NAVD 88
 DJ4797.geopotential number by the normal gravity value computed on the
 DJ4797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4797.degrees latitude (g = 980.6199 gals.).
 DJ4797
 DJ4797.The modeled gravity was interpolated from observed gravity values.
 DJ4797
 DJ4797;                    North         East    Units  Estimated Accuracy
 DJ4797;SPC WI C     -    33,717.      520,466.      MT  (+/- 10 meters HH2 GPS)
 DJ4797
 DJ4797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6048588533(NAD 83)
 DJ4797
 DJ4797                          SUPERSEDED SURVEY CONTROL
 DJ4797
 DJ4797  NAVD 88 (07/08/08)  236.555  (m)          776.10   (f) SUPERSEDED  2 1
 DJ4797
 DJ4797.Superseded values are not recommended for survey control.
 DJ4797
 DJ4797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4797.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4797
 DJ4797_MARKER: DD = SURVEY DISK
 DJ4797_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4797_SP_SET: BRIDGE WINGWALL
 DJ4797_STAMPING: 4E02 2005
 DJ4797_MARK LOGO: WIDT
 DJ4797_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4797+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2006
 DJ4797
 DJ4797  HISTORY     - Date     Condition        Report By
 DJ4797  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4797  HISTORY     - 20060814 GOOD             WIDT
 DJ4797
 DJ4797                          STATION DESCRIPTION
 DJ4797
 DJ4797'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4797'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 (WASHINGTON
 DJ4797'STREET) WITH STATE HIGHWAY 108 IN THE VILLAGE OF MELROSE, GO NORTH ON
 DJ4797'STATE HIGHWAY 54 (WASHINGTON STREET) FOR 0.45 MI (0.7 KM) TO HOGG
 DJ4797'STREET, TURN RIGHT AND GO EAST ON HOGG STREET FOR 0.15 MI (0.2 KM) TO
 DJ4797'A BRIDGE OVER DOUGLAS CREEK AND THE STATION ON THE LEFT.
 DJ4797'
 DJ4797'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4797'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH WING
 DJ4797'WALL OF THE WEST ABUTMENT OF THE BRIDGE --B27-98-90--, ABOUT LEVEL
 DJ4797'WITH THE STREET PAVEMENT.
 DJ4797'
 DJ4797'THE STATION IS 4.3 M (14.1 FT) NORTH OF THE CENTERLINE OF HOGG STREET
 DJ4797'AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4918 ***********************************************************************
 DJ4918  DESIGNATION -  4E03
 DJ4918  PID         -  DJ4918
 DJ4918  STATE/COUNTY-  WI/JACKSON
 DJ4918  COUNTRY     -  US
 DJ4918  USGS QUAD   -  FOUR CORNERS (2018)
 DJ4918
 DJ4918                         *CURRENT SURVEY CONTROL
 DJ4918  ______________________________________________________________________
 DJ4918* NAD 83(1986) POSITION- 44 06 35.9    (N) 090 59 42.7    (W)   HD_HELD2
 DJ4918* NAVD 88 ORTHO HEIGHT -   222.052 (meters)      728.52  (feet) ADJUSTED
 DJ4918  ______________________________________________________________________
 DJ4918  GEOID HEIGHT    -        -32.518 (meters)                     GEOID18
 DJ4918  DYNAMIC HEIGHT  -        222.016 (meters)      728.40  (feet) COMP
 DJ4918  MODELED GRAVITY -    980,451.6   (mgal)                       NAVD 88
 DJ4918
 DJ4918  VERT ORDER      -  SECOND    CLASS I
 DJ4918
 DJ4918.The horizontal coordinates were established by autonomous hand held GPS
 DJ4918.observations and have an estimated accuracy of +/- 10 meters.
 DJ4918
 DJ4918.The orthometric height was determined by differential leveling and
 DJ4918.adjusted by the WI DEPT OF TRANSP
 DJ4918.in May 2012.
 DJ4918
 DJ4918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4918.GEOID18 height accuracy estimate available here.
 DJ4918
 DJ4918.Click photographs - Photos may exist for this station.
 DJ4918
 DJ4918.The dynamic height is computed by dividing the NAVD 88
 DJ4918.geopotential number by the normal gravity value computed on the
 DJ4918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4918.degrees latitude (g = 980.6199 gals.).
 DJ4918
 DJ4918.The modeled gravity was interpolated from observed gravity values.
 DJ4918
 DJ4918;                    North         East    Units  Estimated Accuracy
 DJ4918;SPC WI C     -    31,228.      520,326.      MT  (+/- 10 meters HH2 GPS)
 DJ4918
 DJ4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6043786041(NAD 83)
 DJ4918
 DJ4918                          SUPERSEDED SURVEY CONTROL
 DJ4918
 DJ4918  NAVD 88 (07/08/08)  222.042  (m)          728.48   (f) SUPERSEDED  2 1
 DJ4918
 DJ4918.Superseded values are not recommended for survey control.
 DJ4918
 DJ4918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4918.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4918
 DJ4918_MARKER: DD = SURVEY DISK
 DJ4918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ4918_SP_SET: BRIDGE PARAPET WALL
 DJ4918_STAMPING: 4E03 2005
 DJ4918_MARK LOGO: WIDT
 DJ4918_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4918+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2011
 DJ4918
 DJ4918  HISTORY     - Date     Condition        Report By
 DJ4918  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4918  HISTORY     - 20060814 GOOD             WIDT
 DJ4918  HISTORY     - 20110907 GOOD             WIDT
 DJ4918
 DJ4918                          STATION DESCRIPTION
 DJ4918
 DJ4918'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4918'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH STATE
 DJ4918'HIGHWAY 108 JUST SOUTH OF THE VILLAGE OF MELROSE, GO SOUTH ON STATE
 DJ4918'HIGHWAY 108 FOR 1.2 MI (1.9 KM) TO A BRIDGE OVER THE BLACK RIVER AND
 DJ4918'THE STATION ON THE LEFT.
 DJ4918'
 DJ4918'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4918'GEODETIC SURVEY CONTROL STATION DISK SET ON THE TOP OF THE EAST
 DJ4918'PARAPET WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-27-74-84--, ABOUT
 DJ4918'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT,
 DJ4918'
 DJ4918'6.5 M (21.3 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 108.
 DJ4918'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4918
 DJ4918                          STATION RECOVERY (2011)
 DJ4918
 DJ4918'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4533 ***********************************************************************
 DJ4533  DESIGNATION -  4E04
 DJ4533  PID         -  DJ4533
 DJ4533  STATE/COUNTY-  WI/JACKSON
 DJ4533  COUNTRY     -  US
 DJ4533  USGS QUAD   -  FOUR CORNERS (2018)
 DJ4533
 DJ4533                         *CURRENT SURVEY CONTROL
 DJ4533  ______________________________________________________________________
 DJ4533* NAD 83(1986) POSITION- 44 06 02.1    (N) 090 58 40.2    (W)   HD_HELD2
 DJ4533* NAVD 88 ORTHO HEIGHT -   255.204 (meters)      837.28  (feet) ADJUSTED
 DJ4533  ______________________________________________________________________
 DJ4533  GEOID HEIGHT    -        -32.566 (meters)                     GEOID18
 DJ4533  DYNAMIC HEIGHT  -        255.163 (meters)      837.15  (feet) COMP
 DJ4533  MODELED GRAVITY -    980,449.3   (mgal)                       NAVD 88
 DJ4533
 DJ4533  VERT ORDER      -  SECOND    CLASS I
 DJ4533
 DJ4533.The horizontal coordinates were established by autonomous hand held GPS
 DJ4533.observations and have an estimated accuracy of +/- 10 meters.
 DJ4533
 DJ4533.The orthometric height was determined by differential leveling and
 DJ4533.adjusted by the WI DEPT OF TRANSP
 DJ4533.in May 2012.
 DJ4533
 DJ4533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4533.GEOID18 height accuracy estimate available here.
 DJ4533
 DJ4533.Click photographs - Photos may exist for this station.
 DJ4533
 DJ4533.The dynamic height is computed by dividing the NAVD 88
 DJ4533.geopotential number by the normal gravity value computed on the
 DJ4533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4533.degrees latitude (g = 980.6199 gals.).
 DJ4533
 DJ4533.The modeled gravity was interpolated from observed gravity values.
 DJ4533
 DJ4533;                    North         East    Units  Estimated Accuracy
 DJ4533;SPC WI C     -    30,168.      521,704.      MT  (+/- 10 meters HH2 GPS)
 DJ4533
 DJ4533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6185285032(NAD 83)
 DJ4533
 DJ4533                          SUPERSEDED SURVEY CONTROL
 DJ4533
 DJ4533  NAVD 88 (07/08/08)  255.194  (m)          837.25   (f) SUPERSEDED  2 1
 DJ4533
 DJ4533.Superseded values are not recommended for survey control.
 DJ4533
 DJ4533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4533.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4533
 DJ4533_MARKER: DD = SURVEY DISK
 DJ4533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4533_STAMPING: 4E04 2005
 DJ4533_MARK LOGO: WIDT
 DJ4533_PROJECTION: FLUSH
 DJ4533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4533+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2011
 DJ4533
 DJ4533  HISTORY     - Date     Condition        Report By
 DJ4533  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4533  HISTORY     - 20060812 GOOD             WIDT
 DJ4533  HISTORY     - 20110907 GOOD             WIDT
 DJ4533
 DJ4533                          STATION DESCRIPTION
 DJ4533
 DJ4533'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4533'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 WITH STATE
 DJ4533'HIGHWAY 108 ABOUT 1.5 MI (2.4 KM) SOUTH OF THE VILLAGE OF MELROSE, GO
 DJ4533'SOUTH THEN EAST ON STATE HIGHWAY 71 FOR 0.9 MI (1.4 KM) TO OTT ROAD ON
 DJ4533'THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 71 FOR 0.25 MI (0.4 KM) TO
 DJ4533'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4533'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4533'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4533'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4533'THE STATION IS 8.7 M (28.5 FT) SOUTH OF THE CENTERLINE OF STATE
 DJ4533'HIGHWAY 71, 46.5 M (152.6 FT) WEST OF A TELEPHONE PEDESTAL --2028--,
 DJ4533'17 M (55.8 FT) EAST OF A PRIVATE ENTRANCE --W13273--, AND 1.0 M (3.3
 DJ4533'FT) SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4533'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4533
 DJ4533                          STATION RECOVERY (2011)
 DJ4533
 DJ4533'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4532 ***********************************************************************
 DJ4532  DESIGNATION -  4E05
 DJ4532  PID         -  DJ4532
 DJ4532  STATE/COUNTY-  WI/MONROE
 DJ4532  COUNTRY     -  US
 DJ4532  USGS QUAD   -  FOUR CORNERS (2018)
 DJ4532
 DJ4532                         *CURRENT SURVEY CONTROL
 DJ4532  ______________________________________________________________________
 DJ4532* NAD 83(1986) POSITION- 44 05 09.1    (N) 090 56 18.1    (W)   HD_HELD2
 DJ4532* NAVD 88 ORTHO HEIGHT -   267.192 (meters)      876.61  (feet) ADJUSTED
 DJ4532  ______________________________________________________________________
 DJ4532  GEOID HEIGHT    -        -32.679 (meters)                     GEOID18
 DJ4532  DYNAMIC HEIGHT  -        267.146 (meters)      876.46  (feet) COMP
 DJ4532  MODELED GRAVITY -    980,442.1   (mgal)                       NAVD 88
 DJ4532
 DJ4532  VERT ORDER      -  SECOND    CLASS I
 DJ4532
 DJ4532.The horizontal coordinates were established by autonomous hand held GPS
 DJ4532.observations and have an estimated accuracy of +/- 10 meters.
 DJ4532
 DJ4532.The orthometric height was determined by differential leveling and
 DJ4532.adjusted by the WI DEPT OF TRANSP
 DJ4532.in May 2012.
 DJ4532
 DJ4532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4532.GEOID18 height accuracy estimate available here.
 DJ4532
 DJ4532.Click photographs - Photos may exist for this station.
 DJ4532
 DJ4532.The dynamic height is computed by dividing the NAVD 88
 DJ4532.geopotential number by the normal gravity value computed on the
 DJ4532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4532.degrees latitude (g = 980.6199 gals.).
 DJ4532
 DJ4532.The modeled gravity was interpolated from observed gravity values.
 DJ4532
 DJ4532;                    North         East    Units  Estimated Accuracy
 DJ4532;SPC WI S     -   232,150.      524,848.      MT  (+/- 10 meters HH2 GPS)
 DJ4532
 DJ4532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6505283475(NAD 83)
 DJ4532
 DJ4532                          SUPERSEDED SURVEY CONTROL
 DJ4532
 DJ4532  NAVD 88 (07/08/08)  267.181  (m)          876.58   (f) SUPERSEDED  2 1
 DJ4532
 DJ4532.Superseded values are not recommended for survey control.
 DJ4532
 DJ4532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4532.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4532
 DJ4532_MARKER: DD = SURVEY DISK
 DJ4532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4532_STAMPING: 4E05 2005
 DJ4532_MARK LOGO: WIDT
 DJ4532_PROJECTION: FLUSH
 DJ4532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4532+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 DJ4532
 DJ4532  HISTORY     - Date     Condition        Report By
 DJ4532  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4532  HISTORY     - 20060811 GOOD             WIDT
 DJ4532  HISTORY     - 20100830 GOOD             WIDT
 DJ4532
 DJ4532                          STATION DESCRIPTION
 DJ4532
 DJ4532'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4532'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 WITH STATE
 DJ4532'HIGHWAY 108 ABOUT 1.5 MI (2.4 KM) SOUTH OF THE VILLAGE OF MELROSE, GO
 DJ4532'SOUTHEAST ON STATE HIGHWAY 71 FOR 3.3 MI (5.3 KM) TO CANARY AVENUE ON
 DJ4532'THE LEFT, TURN LEFT AND GO EAST ON CANARY AVENUE FOR 0.05 MI (0.1 KM)
 DJ4532'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DJ4532'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4532'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4532'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DJ4532'THE STATION IS 7.1 M (23.3 FT) NORTH OF THE CENTERLINE OF CANARY
 DJ4532'AVENUE, 53 M (173.9 FT) EAST OF A PRIVATE ENTRANCE --2800--, AND 1.0 M
 DJ4532'(3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DJ4532'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4532'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DJ4532
 DJ4532                          STATION RECOVERY (2010)
 DJ4532
 DJ4532'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4532'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 DJ4532'OF STATE HIGHWAY 162 WITH STATE HIGHWAY 71 AT THE COMMUNITY OF FOUR
 DJ4532'CORNERS, 7 MILES SOUTHEAST OF THE VILLAGE OF MELROSE, AND 12 MILES
 DJ4532'NORTHWEST OF THE CITY OF SPARTA, GO NORTHWEST ON STATE HIGHWAY 71 FOR
 DJ4532'1.5 MILES TO CANARY AVENUE RIGHT, TURN RIGHT AND GO EAST ON CANARY
 DJ4532'AVENUE FOR 0.05 MILE TO THE STATION ON THE LEFT.
 DJ4532'ADD---THE STATION IS 77 M EAST OF PRIVATE ENTRANCE --2724-- AND 9.9 M
 DJ4532'WEST OF THE CENTERLINE OF PRIVATE ENTRANCE --2800--.  NOTE---VISIBLE
 DJ4532'OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH AND WEST QUADRANTS
 DJ4532'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4785 ***********************************************************************
 DJ4785  DESIGNATION -  4E06
 DJ4785  PID         -  DJ4785
 DJ4785  STATE/COUNTY-  WI/LA CROSSE
 DJ4785  COUNTRY     -  US
 DJ4785  USGS QUAD   -  FOUR CORNERS (2018)
 DJ4785
 DJ4785                         *CURRENT SURVEY CONTROL
 DJ4785  ______________________________________________________________________
 DJ4785* NAD 83(1986) POSITION- 44 03 50.99   (N) 090 54 47.85   (W)   HD_HELD1
 DJ4785* NAVD 88 ORTHO HEIGHT -   277.039 (meters)      908.92  (feet) ADJUSTED
 DJ4785  ______________________________________________________________________
 DJ4785  GEOID HEIGHT    -        -32.751 (meters)                     GEOID18
 DJ4785  DYNAMIC HEIGHT  -        276.990 (meters)      908.76  (feet) COMP
 DJ4785  MODELED GRAVITY -    980,434.4   (mgal)                       NAVD 88
 DJ4785
 DJ4785  VERT ORDER      -  SECOND    CLASS I
 DJ4785
 DJ4785.The horizontal coordinates were determined by differentially corrected
 DJ4785.hand held GPS observations or other comparable positioning techniques
 DJ4785.and have an estimated accuracy of +/- 3 meters.
 DJ4785
 DJ4785.The orthometric height was determined by differential leveling and
 DJ4785.adjusted by the WI DEPT OF TRANSP
 DJ4785.in May 2012.
 DJ4785
 DJ4785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4785.GEOID18 height accuracy estimate available here.
 DJ4785
 DJ4785.Click photographs - Photos may exist for this station.
 DJ4785
 DJ4785.The dynamic height is computed by dividing the NAVD 88
 DJ4785.geopotential number by the normal gravity value computed on the
 DJ4785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4785.degrees latitude (g = 980.6199 gals.).
 DJ4785
 DJ4785.The modeled gravity was interpolated from observed gravity values.
 DJ4785
 DJ4785;                    North         East    Units  Estimated Accuracy
 DJ4785;SPC WI S     -   229,717.2     526,828.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4785
 DJ4785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6712081116(NAD 83)
 DJ4785
 DJ4785                          SUPERSEDED SURVEY CONTROL
 DJ4785
 DJ4785  NAVD 88 (07/08/08)  277.029  (m)          908.89   (f) SUPERSEDED  2 1
 DJ4785
 DJ4785.Superseded values are not recommended for survey control.
 DJ4785
 DJ4785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4785.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4785
 DJ4785_MARKER: DD = SURVEY DISK
 DJ4785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4785_STAMPING: 4E06 2005
 DJ4785_MARK LOGO: WIDT
 DJ4785_PROJECTION: FLUSH
 DJ4785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4785+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 DJ4785
 DJ4785  HISTORY     - Date     Condition        Report By
 DJ4785  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4785  HISTORY     - 20060816 GOOD             WIDT
 DJ4785  HISTORY     - 20100830 GOOD             WIDT
 DJ4785
 DJ4785                          STATION DESCRIPTION
 DJ4785
 DJ4785'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4785'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 WITH STATE
 DJ4785'HIGHWAY 162 SOUTH AND CANDLE ROAD TO THE NORTH ABOUT 10 MI (16.1 KM)
 DJ4785'NORTH-NORTHWEST OF THE CITY OF SPARTA, GO SOUTH ON STATE HIGHWAY 162
 DJ4785'FOR 0.7 MI (1.1 KM) TO DAKOTA AVENUE ON THE LEFT, CONTINUE SOUTH ON
 DJ4785'STATE HIGHWAY 162 FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DJ4785'
 DJ4785'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4785'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4785'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4785'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4785'
 DJ4785'THE STATION IS 10.5 M (34.4 FT) WEST OF THE CENTERLINE OF STATE
 DJ4785'HIGHWAY 162, 70 M (229.7 FT) NORTH OF THE WEST END OF A 55-CM (22
 DJ4785'INCH) CORRUGATED METAL CULVERT PIPE, 69 M (226.4 FT) SOUTH OF THE
 DJ4785'EXTENDED CENTERLINE OF DAKOTA AVENUE, AND 1.0 M (3.3 FT) WEST,
 DJ4785'NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4785'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4785'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4785
 DJ4785                          STATION RECOVERY (2010)
 DJ4785
 DJ4785'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4785'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4459 ***********************************************************************
 DJ4459  DESIGNATION -  4E46
 DJ4459  PID         -  DJ4459
 DJ4459  STATE/COUNTY-  WI/JACKSON
 DJ4459  COUNTRY     -  US
 DJ4459  USGS QUAD   -  BLACK RIVER FALLS (2018)
 DJ4459
 DJ4459                         *CURRENT SURVEY CONTROL
 DJ4459  ______________________________________________________________________
 DJ4459* NAD 83(1986) POSITION- 44 19 12.71   (N) 090 47 01.89   (W)   HD_HELD1
 DJ4459* NAVD 88 ORTHO HEIGHT -   263.096 (meters)      863.17  (feet) ADJUSTED
 DJ4459  ______________________________________________________________________
 DJ4459  GEOID HEIGHT    -        -33.099 (meters)                     GEOID18
 DJ4459  DYNAMIC HEIGHT  -        263.053 (meters)      863.03  (feet) COMP
 DJ4459  MODELED GRAVITY -    980,448.3   (mgal)                       NAVD 88
 DJ4459
 DJ4459  VERT ORDER      -  SECOND    CLASS I
 DJ4459
 DJ4459.The horizontal coordinates were determined by differentially corrected
 DJ4459.hand held GPS observations or other comparable positioning techniques
 DJ4459.and have an estimated accuracy of +/- 3 meters.
 DJ4459
 DJ4459.The orthometric height was determined by differential leveling and
 DJ4459.adjusted by the WI DEPT OF TRANSP
 DJ4459.in May 2012.
 DJ4459
 DJ4459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4459.GEOID18 height accuracy estimate available here.
 DJ4459
 DJ4459.Click photographs - Photos may exist for this station.
 DJ4459
 DJ4459.The dynamic height is computed by dividing the NAVD 88
 DJ4459.geopotential number by the normal gravity value computed on the
 DJ4459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4459.degrees latitude (g = 980.6199 gals.).
 DJ4459
 DJ4459.The modeled gravity was interpolated from observed gravity values.
 DJ4459
 DJ4459;                    North         East    Units  Estimated Accuracy
 DJ4459;SPC WI C     -    54,401.2     537,470.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4459
 DJ4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7671909825(NAD 83)
 DJ4459
 DJ4459                          SUPERSEDED SURVEY CONTROL
 DJ4459
 DJ4459  NAVD 88 (07/08/08)  263.083  (m)          863.13   (f) SUPERSEDED  2 1
 DJ4459
 DJ4459.Superseded values are not recommended for survey control.
 DJ4459
 DJ4459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4459.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4459
 DJ4459_MARKER: DD = SURVEY DISK
 DJ4459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4459_STAMPING: 4E46 2005
 DJ4459_MARK LOGO: WIDT
 DJ4459_PROJECTION: FLUSH
 DJ4459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4459+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2011
 DJ4459
 DJ4459  HISTORY     - Date     Condition        Report By
 DJ4459  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4459  HISTORY     - 20060906 GOOD             WIDT
 DJ4459  HISTORY     - 20110906 GOOD             WIDT
 DJ4459
 DJ4459                          STATION DESCRIPTION
 DJ4459
 DJ4459'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4459'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4459'STATE HIGHWAY 54 (EXIT 116) IN THE CITY OF BLACK RIVER FALLS, GO
 DJ4459'NORTHEAST ON STATE HIGHWAY 54 FOR 2.6 MI (4.2 KM) TO MISSION ROAD ON
 DJ4459'THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4459'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4459'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4459'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4459'PAVEMENT.  THE STATION IS 37.9 M (124.3 FT) NORTH-NORTHWEST OF THE
 DJ4459'CENTERLINE OF STATE HIGHWAY 54, 30.1 M (98.8 FT) SOUTH OF A POWER
 DJ4459'POLE, 22 M (72.2 FT) WEST OF A GREEN POWER PEDESTAL, 15.6 M (51.2 FT)
 DJ4459'NORTH-NORTHWEST OF A TELEPHONE PEDESTAL --1964--, 12 M (39.4 FT) EAST
 DJ4459'OF THE CENTER OF MISSION ROAD, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DJ4459'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4459'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4459'HORIZON.
 DJ4459
 DJ4459                          STATION RECOVERY (2011)
 DJ4459
 DJ4459'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4459'HORIZON IS UNOBSTRUCTED EXCEPT FOR ONE CLUMP OF TREES TO THE WEST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4912 ***********************************************************************
 DJ4912  DESIGNATION -  4E47
 DJ4912  PID         -  DJ4912
 DJ4912  STATE/COUNTY-  WI/JACKSON
 DJ4912  COUNTRY     -  US
 DJ4912  USGS QUAD   -  HATFIELD SW (2018)
 DJ4912
 DJ4912                         *CURRENT SURVEY CONTROL
 DJ4912  ______________________________________________________________________
 DJ4912* NAD 83(1986) POSITION- 44 20 02.63   (N) 090 42 56.16   (W)   HD_HELD1
 DJ4912* NAVD 88 ORTHO HEIGHT -   269.862 (meters)      885.37  (feet) ADJUSTED
 DJ4912  ______________________________________________________________________
 DJ4912  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 DJ4912  DYNAMIC HEIGHT  -        269.817 (meters)      885.22  (feet) COMP
 DJ4912  MODELED GRAVITY -    980,445.5   (mgal)                       NAVD 88
 DJ4912
 DJ4912  VERT ORDER      -  SECOND    CLASS I
 DJ4912
 DJ4912.The horizontal coordinates were determined by differentially corrected
 DJ4912.hand held GPS observations or other comparable positioning techniques
 DJ4912.and have an estimated accuracy of +/- 3 meters.
 DJ4912
 DJ4912.The orthometric height was determined by differential leveling and
 DJ4912.adjusted by the WI DEPT OF TRANSP
 DJ4912.in May 2012.
 DJ4912
 DJ4912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4912.GEOID18 height accuracy estimate available here.
 DJ4912
 DJ4912.Click photographs - Photos may exist for this station.
 DJ4912
 DJ4912.The dynamic height is computed by dividing the NAVD 88
 DJ4912.geopotential number by the normal gravity value computed on the
 DJ4912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4912.degrees latitude (g = 980.6199 gals.).
 DJ4912
 DJ4912.The modeled gravity was interpolated from observed gravity values.
 DJ4912
 DJ4912;                    North         East    Units  Estimated Accuracy
 DJ4912;SPC WI C     -    55,891.7     542,929.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4912
 DJ4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8212011515(NAD 83)
 DJ4912
 DJ4912                          SUPERSEDED SURVEY CONTROL
 DJ4912
 DJ4912  NAVD 88 (07/08/08)  269.849  (m)          885.33   (f) SUPERSEDED  2 1
 DJ4912
 DJ4912.Superseded values are not recommended for survey control.
 DJ4912
 DJ4912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4912.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4912
 DJ4912_MARKER: DD = SURVEY DISK
 DJ4912_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4912_SP_SET: BRIDGE ABUTMENT
 DJ4912_STAMPING: 4E47 2005
 DJ4912_MARK LOGO: WIDT
 DJ4912_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4912+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2011
 DJ4912
 DJ4912  HISTORY     - Date     Condition        Report By
 DJ4912  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4912  HISTORY     - 20060907 GOOD             WIDT
 DJ4912  HISTORY     - 20110906 GOOD             WIDT
 DJ4912
 DJ4912                          STATION DESCRIPTION
 DJ4912
 DJ4912'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4912'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4912'HIGHWAY K ABOUT 5 MI (8.0 KM) NORTHEAST OF THE CITY OF BLACK RIVER
 DJ4912'FALLS, GO EAST ON STATE HIGHWAY 54 FOR 1.5 MI (2.4 KM) TO KORANDA ROAD
 DJ4912'ON THE LEFT AND FUNMAKER ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 DJ4912'FUNMAKER ROAD FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER DICKEY CREEK AND
 DJ4912'THE STATION ON THE RIGHT.
 DJ4912'
 DJ4912'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4912'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DJ4912'THE NORTH ABUTMENT OF THE BRIDGE, ABOUT 0.5 M (1.6 FT) BELOW THE ROAD
 DJ4912'PAVEMENT.
 DJ4912'
 DJ4912'THE STATION IS 3 M (9.8 FT) WEST OF THE CENTER OF FUNMAKER ROAD, 102 M
 DJ4912'(334.6 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 54, 0.7 M (2.3 FT)
 DJ4912'SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4912'
 DJ4912'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4912
 DJ4912                          STATION RECOVERY (2011)
 DJ4912
 DJ4912'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4916 ***********************************************************************
 DJ4916  DESIGNATION -  4E48
 DJ4916  PID         -  DJ4916
 DJ4916  STATE/COUNTY-  WI/JACKSON
 DJ4916  COUNTRY     -  US
 DJ4916  USGS QUAD   -  HATFIELD SE (2018)
 DJ4916
 DJ4916                         *CURRENT SURVEY CONTROL
 DJ4916  ______________________________________________________________________
 DJ4916* NAD 83(1986) POSITION- 44 20 07.73   (N) 090 37 16.93   (W)   HD_HELD1
 DJ4916* NAVD 88 ORTHO HEIGHT -   282.489 (meters)      926.80  (feet) ADJUSTED
 DJ4916  ______________________________________________________________________
 DJ4916  GEOID HEIGHT    -        -33.523 (meters)                     GEOID18
 DJ4916  DYNAMIC HEIGHT  -        282.440 (meters)      926.64  (feet) COMP
 DJ4916  MODELED GRAVITY -    980,437.9   (mgal)                       NAVD 88
 DJ4916
 DJ4916  VERT ORDER      -  SECOND    CLASS I
 DJ4916
 DJ4916.The horizontal coordinates were determined by differentially corrected
 DJ4916.hand held GPS observations or other comparable positioning techniques
 DJ4916.and have an estimated accuracy of +/- 3 meters.
 DJ4916
 DJ4916.The orthometric height was determined by differential leveling and
 DJ4916.adjusted by the WI DEPT OF TRANSP
 DJ4916.in May 2012.
 DJ4916
 DJ4916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4916.GEOID18 height accuracy estimate available here.
 DJ4916
 DJ4916.Click photographs - Photos may exist for this station.
 DJ4916
 DJ4916.The dynamic height is computed by dividing the NAVD 88
 DJ4916.geopotential number by the normal gravity value computed on the
 DJ4916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4916.degrees latitude (g = 980.6199 gals.).
 DJ4916
 DJ4916.The modeled gravity was interpolated from observed gravity values.
 DJ4916
 DJ4916;                    North         East    Units  Estimated Accuracy
 DJ4916;SPC WI C     -    55,987.3     550,445.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4916
 DJ4916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8962811886(NAD 83)
 DJ4916
 DJ4916                          SUPERSEDED SURVEY CONTROL
 DJ4916
 DJ4916  NAVD 88 (07/08/08)  282.476  (m)          926.76   (f) SUPERSEDED  2 1
 DJ4916
 DJ4916.Superseded values are not recommended for survey control.
 DJ4916
 DJ4916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4916.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4916
 DJ4916_MARKER: DD = SURVEY DISK
 DJ4916_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4916_SP_SET: BRIDGE ABUTMENT
 DJ4916_STAMPING: 4E48 2005
 DJ4916_MARK LOGO: WIDT
 DJ4916_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4916+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2011
 DJ4916
 DJ4916  HISTORY     - Date     Condition        Report By
 DJ4916  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4916  HISTORY     - 20060908 GOOD             WIDT
 DJ4916  HISTORY     - 20110906 GOOD             WIDT
 DJ4916
 DJ4916                          STATION DESCRIPTION
 DJ4916
 DJ4916'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4916'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4916'HIGHWAY K ABOUT 5 MI (8.0 KM) NORTHEAST OF THE CITY OF BLACK RIVER
 DJ4916'FALLS, GO EAST ON STATE HIGHWAY 54 FOR 4.3 MI (6.9 KM) TO KIRCH ROAD
 DJ4916'ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY 54 FOR 1.85 MI (3.0 KM) TO
 DJ4916'A BRIDGE OVER THE TOWN LINE FLOWAGE AND THE STATION ON THE LEFT.
 DJ4916'
 DJ4916'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4916'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DJ4916'OF THE WEST ABUTMENT OF THE BRIDGE --B-27-120-96--, ABOUT LEVEL WITH
 DJ4916'THE HIGHWAY PAVEMENT,
 DJ4916'
 DJ4916'6.0 M (19.7 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 54.
 DJ4916'
 DJ4916'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4916'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4916
 DJ4916                          STATION RECOVERY (2011)
 DJ4916
 DJ4916'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4916'NOTE - - STATION IS 1.6 M (2 FT) EAST OF A WITNESS PLAQUE SET ON A
 DJ4916'WOOD GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4455 ***********************************************************************
 DJ4455  DESIGNATION -  4E49
 DJ4455  PID         -  DJ4455
 DJ4455  STATE/COUNTY-  WI/JACKSON
 DJ4455  COUNTRY     -  US
 DJ4455  USGS QUAD   -  HATFIELD SE (2018)
 DJ4455
 DJ4455                         *CURRENT SURVEY CONTROL
 DJ4455  ______________________________________________________________________
 DJ4455* NAD 83(1986) POSITION- 44 20 35.21   (N) 090 31 51.95   (W)   HD_HELD1
 DJ4455* NAVD 88 ORTHO HEIGHT -   306.052 (meters)     1004.11  (feet) ADJUSTED
 DJ4455  ______________________________________________________________________
 DJ4455  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 DJ4455  DYNAMIC HEIGHT  -        305.997 (meters)     1003.93  (feet) COMP
 DJ4455  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 DJ4455
 DJ4455  VERT ORDER      -  SECOND    CLASS I
 DJ4455
 DJ4455.The horizontal coordinates were determined by differentially corrected
 DJ4455.hand held GPS observations or other comparable positioning techniques
 DJ4455.and have an estimated accuracy of +/- 3 meters.
 DJ4455
 DJ4455.The orthometric height was determined by differential leveling and
 DJ4455.adjusted by the WI DEPT OF TRANSP
 DJ4455.in May 2012.
 DJ4455
 DJ4455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4455.GEOID18 height accuracy estimate available here.
 DJ4455
 DJ4455.Click photographs - Photos may exist for this station.
 DJ4455
 DJ4455.The dynamic height is computed by dividing the NAVD 88
 DJ4455.geopotential number by the normal gravity value computed on the
 DJ4455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4455.degrees latitude (g = 980.6199 gals.).
 DJ4455
 DJ4455.The modeled gravity was interpolated from observed gravity values.
 DJ4455
 DJ4455;                    North         East    Units  Estimated Accuracy
 DJ4455;SPC WI C     -    56,784.4     557,650.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4455
 DJ4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9679912947(NAD 83)
 DJ4455
 DJ4455                          SUPERSEDED SURVEY CONTROL
 DJ4455
 DJ4455  NAVD 88 (07/08/08)  306.038  (m)         1004.06   (f) SUPERSEDED  2 1
 DJ4455
 DJ4455.Superseded values are not recommended for survey control.
 DJ4455
 DJ4455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4455.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4455
 DJ4455_MARKER: DD = SURVEY DISK
 DJ4455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4455_STAMPING: 4E49 2005
 DJ4455_MARK LOGO: WIDT
 DJ4455_PROJECTION: FLUSH
 DJ4455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4455+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2011
 DJ4455
 DJ4455  HISTORY     - Date     Condition        Report By
 DJ4455  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4455  HISTORY     - 20060909 GOOD             WIDT
 DJ4455  HISTORY     - 20110824 GOOD             WIDT
 DJ4455
 DJ4455                          STATION DESCRIPTION
 DJ4455
 DJ4455'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4455'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4455'HIGHWAY ZZ TO THE NORTH AND CRANBERRY ROAD TO THE SOUTH IN THE
 DJ4455'COMMUNITY OF CITY POINT, GO WEST ON STATE HIGHWAY 54 FOR 9.8 MI (15.8
 DJ4455'KM) TO PRAY ROAD ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 54 FOR
 DJ4455'1.0 MI (1.6 KM) TO SHOTWELL LANE ON THE RIGHT AND THE STATION ON THE
 DJ4455'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4455'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4455'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4455'RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4455'STATION IS 12.9 M (42.3 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DJ4455'54, 71 M (232.9 FT) WEST OF THE NORTH END OF A 75-CM (30 INCH)
 DJ4455'DIAMETER CONCRETE CULVERT, 26 M (85.3 FT) EAST OF THE CENTER OF
 DJ4455'SHOTWELL LANE, 16.1 M (52.8 FT) EAST OF A METAL POST FOR A SERIES OF
 DJ4455'RURAL FIRE NUMBERS --N7848 ET AL--, 16.1 M (52.8 FT) SOUTHEAST OF THE
 DJ4455'EASTERNMOST POST FOR A --NORTHLAND CRANBERRY INC.-- SIGN, AND 1.0 M
 DJ4455'(3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DJ4455'POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4455
 DJ4455                          STATION RECOVERY (2011)
 DJ4455
 DJ4455'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8609 ***********************************************************************
 DH8609  DESIGNATION -  4F01
 DH8609  PID         -  DH8609
 DH8609  STATE/COUNTY-  WI/JUNEAU
 DH8609  COUNTRY     -  US
 DH8609  USGS QUAD   -  NECEDAH (2018)
 DH8609
 DH8609                         *CURRENT SURVEY CONTROL
 DH8609  ______________________________________________________________________
 DH8609* NAD 83(1986) POSITION- 44 01 36.75   (N) 090 04 21.23   (W)   HD_HELD1
 DH8609* NAVD 88 ORTHO HEIGHT -   278.025 (meters)      912.15  (feet) ADJUSTED
 DH8609  ______________________________________________________________________
 DH8609  GEOID HEIGHT    -        -35.078 (meters)                     GEOID18
 DH8609  DYNAMIC HEIGHT  -        277.965 (meters)      911.96  (feet) COMP
 DH8609  MODELED GRAVITY -    980,395.4   (mgal)                       NAVD 88
 DH8609
 DH8609  VERT ORDER      -  SECOND    CLASS I
 DH8609
 DH8609.The horizontal coordinates were determined by differentially corrected
 DH8609.hand held GPS observations or other comparable positioning techniques
 DH8609.and have an estimated accuracy of +/- 3 meters.
 DH8609
 DH8609.The orthometric height was determined by differential leveling and
 DH8609.adjusted by the WI DEPT OF TRANSP
 DH8609.in May 2012.
 DH8609
 DH8609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8609.GEOID18 height accuracy estimate available here.
 DH8609
 DH8609.Click photographs - Photos may exist for this station.
 DH8609
 DH8609.The dynamic height is computed by dividing the NAVD 88
 DH8609.geopotential number by the normal gravity value computed on the
 DH8609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8609.degrees latitude (g = 980.6199 gals.).
 DH8609
 DH8609.The modeled gravity was interpolated from observed gravity values.
 DH8609
 DH8609;                    North         East    Units  Estimated Accuracy
 DH8609;SPC WI S     -   225,175.7     594,182.6     MT  (+/- 3 meters HH1 GPS) 
 DH8609
 DH8609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3460279024(NAD 83)
 DH8609
 DH8609                          SUPERSEDED SURVEY CONTROL
 DH8609
 DH8609  NAVD 88 (04/20/07)  278.009  (m)          912.10   (f) SUPERSEDED  2 1
 DH8609
 DH8609.Superseded values are not recommended for survey control.
 DH8609
 DH8609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8609.See file dsdata.pdf to determine how the superseded data were derived.
 DH8609
 DH8609_MARKER: DD = SURVEY DISK
 DH8609_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8609_SP_SET: BRIDGE PARAPET
 DH8609_STAMPING: 4F01 2004
 DH8609_MARK LOGO: WIDT
 DH8609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8609+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DH8609
 DH8609  HISTORY     - Date     Condition        Report By
 DH8609  HISTORY     - 2004     MONUMENTED       WIDT
 DH8609  HISTORY     - 20100607 GOOD             WIDT
 DH8609
 DH8609                          STATION DESCRIPTION
 DH8609
 DH8609'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8609'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8609'STATION FROM THE JUNCTION OF STATE HIGHWAY 80 (MAIN STREET) WITH STATE
 DH8609'HIGHWAY 21 IN THE VILLAGE OF NECEDAH, GO NORTHEAST ON STATE HIGHWAY 21
 DH8609'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8609'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8609'STATION DISK SET IN THE SOUTHEND OF THE WEST PARAPET OF A BRIDGE ABOUT
 DH8609'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 4.6 M (15.1
 DH8609'FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 21. ---NOTE---THIS
 DH8609'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8609'ABOVE THE HORIZON.
 DH8609
 DH8609                          STATION RECOVERY (2010)
 DH8609
 DH8609'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8609'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M NORTHEAST OF
 DH8609'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8610 ***********************************************************************
 DH8610  DESIGNATION -  4F02
 DH8610  PID         -  DH8610
 DH8610  STATE/COUNTY-  WI/JUNEAU
 DH8610  COUNTRY     -  US
 DH8610  USGS QUAD   -  NECEDAH (2018)
 DH8610
 DH8610                         *CURRENT SURVEY CONTROL
 DH8610  ______________________________________________________________________
 DH8610* NAD 83(1986) POSITION- 44 02 18.12   (N) 090 02 04.94   (W)   HD_HELD1
 DH8610* NAVD 88 ORTHO HEIGHT -   276.428 (meters)      906.91  (feet) ADJUSTED
 DH8610  ______________________________________________________________________
 DH8610  GEOID HEIGHT    -        -35.148 (meters)                     GEOID18
 DH8610  DYNAMIC HEIGHT  -        276.369 (meters)      906.72  (feet) COMP
 DH8610  MODELED GRAVITY -    980,399.3   (mgal)                       NAVD 88
 DH8610
 DH8610  VERT ORDER      -  SECOND    CLASS I
 DH8610
 DH8610.The horizontal coordinates were determined by differentially corrected
 DH8610.hand held GPS observations or other comparable positioning techniques
 DH8610.and have an estimated accuracy of +/- 3 meters.
 DH8610
 DH8610.The orthometric height was determined by differential leveling and
 DH8610.adjusted by the WI DEPT OF TRANSP
 DH8610.in May 2012.
 DH8610
 DH8610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8610.GEOID18 height accuracy estimate available here.
 DH8610
 DH8610.Click photographs - Photos may exist for this station.
 DH8610
 DH8610.The dynamic height is computed by dividing the NAVD 88
 DH8610.geopotential number by the normal gravity value computed on the
 DH8610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8610.degrees latitude (g = 980.6199 gals.).
 DH8610
 DH8610.The modeled gravity was interpolated from observed gravity values.
 DH8610
 DH8610;                    North         East    Units  Estimated Accuracy
 DH8610;SPC WI S     -   226,450.6     597,218.2     MT  (+/- 3 meters HH1 GPS) 
 DH8610
 DH8610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3759080409(NAD 83)
 DH8610
 DH8610                          SUPERSEDED SURVEY CONTROL
 DH8610
 DH8610  NAVD 88 (04/20/07)  276.412  (m)          906.86   (f) SUPERSEDED  2 1
 DH8610
 DH8610.Superseded values are not recommended for survey control.
 DH8610
 DH8610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8610.See file dsdata.pdf to determine how the superseded data were derived.
 DH8610
 DH8610_MARKER: DD = SURVEY DISK
 DH8610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8610_STAMPING: 4F02 2004
 DH8610_MARK LOGO: WIDT
 DH8610_PROJECTION: FLUSH
 DH8610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8610+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DH8610
 DH8610  HISTORY     - Date     Condition        Report By
 DH8610  HISTORY     - 2004     MONUMENTED       WIDT
 DH8610  HISTORY     - 20100607 GOOD             WIDT
 DH8610
 DH8610                          STATION DESCRIPTION
 DH8610
 DH8610'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8610'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8610'STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH COUNTY HIGHWAY G
 DH8610'ABOUT 1 MI (1.61 KM) EAST OF THE VILLAGE OF NECEDAH GO NORTHEAST ON
 DH8610'STATE HIGHWAY 21 FOR 1.2 MI (1.93 KM) TO 17TH AVENUE AND THE STATION
 DH8610'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8610'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8610'A 41-CM DIAMETER CONCRETE POST ABOUT 2 M (6.6 FT) BELOW THE HIGHWAY
 DH8610'PAVEMENT.  THE STATION IS 14.1 M (46.3 FT) SOUTHEAST OF THE CENTERLINE
 DH8610'OF STATE HIGHWAY 21, 52 M (170.6 FT) NORTHEAST OF THE CENTERLINE OF
 DH8610'17TH AVENUE, 39.4 M (129.3 FT) NORTHEAST OF TELEPHONE PEDESTAL --B
 DH8610'10--, AND 1.0 M (3.3 FT) SOUTH, NORTHWEST, AND EAST OF THREE WHITE
 DH8610'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8610'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH8610
 DH8610                          STATION RECOVERY (2010)
 DH8610
 DH8610'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8611 ***********************************************************************
 DH8611  DESIGNATION -  4F03
 DH8611  PID         -  DH8611
 DH8611  STATE/COUNTY-  WI/ADAMS
 DH8611  COUNTRY     -  US
 DH8611  USGS QUAD   -  ARKDALE (2018)
 DH8611
 DH8611                         *CURRENT SURVEY CONTROL
 DH8611  ______________________________________________________________________
 DH8611* NAD 83(1986) POSITION- 44 02 23.8    (N) 089 57 26.6    (W)   HD_HELD2
 DH8611* NAVD 88 ORTHO HEIGHT -   278.750 (meters)      914.53  (feet) ADJUSTED
 DH8611  ______________________________________________________________________
 DH8611  GEOID HEIGHT    -        -35.265 (meters)                     GEOID18
 DH8611  DYNAMIC HEIGHT  -        278.691 (meters)      914.34  (feet) COMP
 DH8611  MODELED GRAVITY -    980,402.4   (mgal)                       NAVD 88
 DH8611
 DH8611  VERT ORDER      -  SECOND    CLASS I
 DH8611
 DH8611.The horizontal coordinates were established by autonomous hand held GPS
 DH8611.observations and have an estimated accuracy of +/- 10 meters.
 DH8611
 DH8611.The orthometric height was determined by differential leveling and
 DH8611.adjusted by the WI DEPT OF TRANSP
 DH8611.in May 2012.
 DH8611
 DH8611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8611.GEOID18 height accuracy estimate available here.
 DH8611
 DH8611.Click photographs - Photos may exist for this station.
 DH8611
 DH8611.The dynamic height is computed by dividing the NAVD 88
 DH8611.geopotential number by the normal gravity value computed on the
 DH8611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8611.degrees latitude (g = 980.6199 gals.).
 DH8611
 DH8611.The modeled gravity was interpolated from observed gravity values.
 DH8611
 DH8611;                    North         East    Units  Estimated Accuracy
 DH8611;SPC WI S     -   226,626.      603,415.      MT  (+/- 10 meters HH2 GPS)
 DH8611
 DH8611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6304980562(NAD 83)
 DH8611
 DH8611                          SUPERSEDED SURVEY CONTROL
 DH8611
 DH8611  NAVD 88 (04/20/07)  278.733  (m)          914.48   (f) SUPERSEDED  2 1
 DH8611
 DH8611.Superseded values are not recommended for survey control.
 DH8611
 DH8611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8611.See file dsdata.pdf to determine how the superseded data were derived.
 DH8611
 DH8611_MARKER: DD = SURVEY DISK
 DH8611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8611_STAMPING: 4F03 2004
 DH8611_MARK LOGO: WIDT
 DH8611_PROJECTION: FLUSH
 DH8611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8611+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DH8611
 DH8611  HISTORY     - Date     Condition        Report By
 DH8611  HISTORY     - 2004     MONUMENTED       WIDT
 DH8611  HISTORY     - 20100524 GOOD             WIDT
 DH8611
 DH8611                          STATION DESCRIPTION
 DH8611
 DH8611'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8611'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8611'STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH COUNTY HIGHWAY Z
 DH8611'ABOUT 7 MI (11.27 KM) NORTHWEST OF THE VILLAGE OF FRIENDSHIP, GO WEST
 DH8611'ON STATE HIGHWAY 21 FOR 0.9 MI (1.45 KM) TO 20TH AVENUE, CONTINUE WEST
 DH8611'ON STATE HIGHWAY 21 FOR 0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 DH8611'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8611'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8611'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DH8611'THE STATION IS 13.6 M (44.6 FT) NORTH OF THE CENTERLINE OF STATE
 DH8611'HIGHWAY 21, 74 M (242.8 FT) EAST OF THE EXTENDED CENTERLINE OF CREE
 DH8611'AVENUE, 27.6 M (90.6 FT) NORTHEAST OF THE NORTHERN MOST WOOD POST FOR
 DH8611'A --20TH AVENUE-- SIGN, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DH8611'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DH8611'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 30 DEGREES
 DH8611'ABOVE THE HORIZON.
 DH8611
 DH8611                          STATION RECOVERY (2010)
 DH8611
 DH8611'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8612 ***********************************************************************
 DH8612  DESIGNATION -  4F04
 DH8612  PID         -  DH8612
 DH8612  STATE/COUNTY-  WI/ADAMS
 DH8612  COUNTRY     -  US
 DH8612  USGS QUAD   -  DELLWOOD (2018)
 DH8612
 DH8612                         *CURRENT SURVEY CONTROL
 DH8612  ______________________________________________________________________
 DH8612* NAD 83(1986) POSITION- 43 59 44.8    (N) 089 56 16.7    (W)   HD_HELD2
 DH8612* NAVD 88 ORTHO HEIGHT -   279.745 (meters)      917.80  (feet) ADJUSTED
 DH8612  ______________________________________________________________________
 DH8612  GEOID HEIGHT    -        -35.262 (meters)                     GEOID18
 DH8612  DYNAMIC HEIGHT  -        279.686 (meters)      917.60  (feet) COMP
 DH8612  MODELED GRAVITY -    980,401.1   (mgal)                       NAVD 88
 DH8612
 DH8612  VERT ORDER      -  SECOND    CLASS I
 DH8612
 DH8612.The horizontal coordinates were established by autonomous hand held GPS
 DH8612.observations and have an estimated accuracy of +/- 10 meters.
 DH8612
 DH8612.The orthometric height was determined by differential leveling and
 DH8612.adjusted by the WI DEPT OF TRANSP
 DH8612.in May 2012.
 DH8612
 DH8612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8612.GEOID18 height accuracy estimate available here.
 DH8612
 DH8612.Click photographs - Photos may exist for this station.
 DH8612
 DH8612.The dynamic height is computed by dividing the NAVD 88
 DH8612.geopotential number by the normal gravity value computed on the
 DH8612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8612.degrees latitude (g = 980.6199 gals.).
 DH8612
 DH8612.The modeled gravity was interpolated from observed gravity values.
 DH8612
 DH8612;                    North         East    Units  Estimated Accuracy
 DH8612;SPC WI S     -   221,720.      604,975.      MT  (+/- 10 meters HH2 GPS)
 DH8612
 DH8612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6443075600(NAD 83)
 DH8612
 DH8612                          SUPERSEDED SURVEY CONTROL
 DH8612
 DH8612  NAVD 88 (04/20/07)  279.729  (m)          917.74   (f) SUPERSEDED  2 1
 DH8612
 DH8612.Superseded values are not recommended for survey control.
 DH8612
 DH8612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8612.See file dsdata.pdf to determine how the superseded data were derived.
 DH8612
 DH8612_MARKER: DD = SURVEY DISK
 DH8612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8612_STAMPING: 4F04 2004
 DH8612_MARK LOGO: WIDT
 DH8612_PROJECTION: FLUSH
 DH8612_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8612+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DH8612
 DH8612  HISTORY     - Date     Condition        Report By
 DH8612  HISTORY     - 2004     MONUMENTED       WIDT
 DH8612  HISTORY     - 20100524 GOOD             WIDT
 DH8612
 DH8612                          STATION DESCRIPTION
 DH8612
 DH8612'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8612'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8612'THE COUNTY HIGHWAY Z WITH COUNTY HIGHWAY J AND DAKOTA DRIVE ABOUT 6 MI
 DH8612'(9.66 KM) WEST OF THE VILLAGE OF FRIENDSHIP, GO NORTH ON COUNTY
 DH8612'HIGHWAY Z FOR 1.5 MI (2.41 KM) TO CZECH AVENUE AND THE STATION ON THE
 DH8612'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8612'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 41-DIAMETER
 DH8612'CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8612'STATION IS 10.6 M (34.8 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8612'Z, 17 M (55.8 FT) NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DH8612'--1802--, 14.8 M (48.6 FT) SOUTH OF THE CENTERLINE OF CZECH AVENUE,
 DH8612'1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST, AND 1.0 M (3.3
 DH8612'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS
 DH8612'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO BEING BLOCKED ABOVE 25
 DH8612'DEGREES ABOVE THE HORIZON.
 DH8612
 DH8612                          STATION RECOVERY (2010)
 DH8612
 DH8612'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4915 ***********************************************************************
 DJ4915  DESIGNATION -  4F05
 DJ4915  PID         -  DJ4915
 DJ4915  STATE/COUNTY-  WI/JACKSON
 DJ4915  COUNTRY     -  US
 DJ4915  USGS QUAD   -  SPAULDING (2018)
 DJ4915
 DJ4915                         *CURRENT SURVEY CONTROL
 DJ4915  ______________________________________________________________________
 DJ4915* NAD 83(1986) POSITION- 44 20 29.36   (N) 090 24 01.50   (W)   HD_HELD1
 DJ4915* NAVD 88 ORTHO HEIGHT -   305.805 (meters)     1003.30  (feet) ADJUSTED
 DJ4915  ______________________________________________________________________
 DJ4915  GEOID HEIGHT    -        -34.045 (meters)                     GEOID18
 DJ4915  DYNAMIC HEIGHT  -        305.750 (meters)     1003.11  (feet) COMP
 DJ4915  MODELED GRAVITY -    980,433.1   (mgal)                       NAVD 88
 DJ4915
 DJ4915  VERT ORDER      -  SECOND    CLASS I
 DJ4915
 DJ4915.The horizontal coordinates were determined by differentially corrected
 DJ4915.hand held GPS observations or other comparable positioning techniques
 DJ4915.and have an estimated accuracy of +/- 3 meters.
 DJ4915
 DJ4915.The orthometric height was determined by differential leveling and
 DJ4915.adjusted by the WI DEPT OF TRANSP
 DJ4915.in May 2012.
 DJ4915
 DJ4915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4915.GEOID18 height accuracy estimate available here.
 DJ4915
 DJ4915.Click photographs - Photos may exist for this station.
 DJ4915
 DJ4915.The dynamic height is computed by dividing the NAVD 88
 DJ4915.geopotential number by the normal gravity value computed on the
 DJ4915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4915.degrees latitude (g = 980.6199 gals.).
 DJ4915
 DJ4915.The modeled gravity was interpolated from observed gravity values.
 DJ4915
 DJ4915;                    North         East    Units  Estimated Accuracy
 DJ4915;SPC WI C     -    56,544.0     568,069.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4915
 DJ4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0722113089(NAD 83)
 DJ4915
 DJ4915                          SUPERSEDED SURVEY CONTROL
 DJ4915
 DJ4915  NAVD 88 (07/08/08)  305.791  (m)         1003.25   (f) SUPERSEDED  2 1
 DJ4915
 DJ4915.Superseded values are not recommended for survey control.
 DJ4915
 DJ4915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4915.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4915
 DJ4915_MARKER: DD = SURVEY DISK
 DJ4915_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ4915+WITH SETTING: PAVEMENT
 DJ4915_SP_SET: SIGN BASE
 DJ4915_STAMPING: 4F05 2005
 DJ4915_MARK LOGO: WIDT
 DJ4915_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4915+STABILITY: SURFACE MOTION
 DJ4915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4915+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2011
 DJ4915
 DJ4915  HISTORY     - Date     Condition        Report By
 DJ4915  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4915  HISTORY     - 20060913 GOOD             WIDT
 DJ4915  HISTORY     - 20110824 GOOD             WIDT
 DJ4915
 DJ4915                          STATION DESCRIPTION
 DJ4915
 DJ4915'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4915'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4915'HIGHWAY ZZ TO THE NORTH AND CRANBERRY ROAD TO THE SOUTH IN THE
 DJ4915'COMMUNITY OF CITY POINT, GO WEST ON STATE HIGHWAY 54 FOR 3.1 MI (5.0
 DJ4915'KM) TO KNUTES ROAD ON THE RIGHT AND ELLIS ROAD ON THE LEFT, CONTINUE
 DJ4915'WEST ON STATE HIGHWAY 54 FOR 1.2 MI (1.9 KM) TO A --JACKSON COUNTY
 DJ4915'FOREST-- STONE SIGN ON THE RIGHT AND THE STATION ON THE RIGHT.
 DJ4915'
 DJ4915'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4915'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE NORTH FACE
 DJ4915'OF THE CONCRETE BASE FOR THE STONE SIGN, LOCATED WITHIN THE
 DJ4915'RIGHT-OF-WAY ABOUT 30-CM (12 INCH) ABOVE THE GROUND.
 DJ4915'
 DJ4915'THE STATION IS 18.6 M (61.0 FT) NORTH OF THE CENTERLINE OF STATE
 DJ4915'HIGHWAY 54 AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DJ4915'
 DJ4915'---NOTE---THIS STATION IS SET VERTICALLY AND NOT SUITABLE FOR GPS
 DJ4915'OBSERVATIONS.
 DJ4915
 DJ4915                          STATION RECOVERY (2011)
 DJ4915
 DJ4915'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4452 ***********************************************************************
 DJ4452  DESIGNATION -  4F06
 DJ4452  PID         -  DJ4452
 DJ4452  STATE/COUNTY-  WI/WOOD
 DJ4452  COUNTRY     -  US
 DJ4452  USGS QUAD   -  CITY POINT (2018)
 DJ4452
 DJ4452                         *CURRENT SURVEY CONTROL
 DJ4452  ______________________________________________________________________
 DJ4452* NAD 83(1986) POSITION- 44 21 07.31   (N) 090 17 37.35   (W)   HD_HELD1
 DJ4452* NAVD 88 ORTHO HEIGHT -   300.917 (meters)      987.26  (feet) ADJUSTED
 DJ4452  ______________________________________________________________________
 DJ4452  GEOID HEIGHT    -        -34.279 (meters)                     GEOID18
 DJ4452  DYNAMIC HEIGHT  -        300.863 (meters)      987.08  (feet) COMP
 DJ4452  MODELED GRAVITY -    980,433.5   (mgal)                       NAVD 88
 DJ4452
 DJ4452  VERT ORDER      -  SECOND    CLASS I
 DJ4452
 DJ4452.The horizontal coordinates were determined by differentially corrected
 DJ4452.hand held GPS observations or other comparable positioning techniques
 DJ4452.and have an estimated accuracy of +/- 3 meters.
 DJ4452
 DJ4452.The orthometric height was determined by differential leveling and
 DJ4452.adjusted by the WI DEPT OF TRANSP
 DJ4452.in May 2012.
 DJ4452
 DJ4452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4452.GEOID18 height accuracy estimate available here.
 DJ4452
 DJ4452.Click photographs - Photos may exist for this station.
 DJ4452
 DJ4452.The dynamic height is computed by dividing the NAVD 88
 DJ4452.geopotential number by the normal gravity value computed on the
 DJ4452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4452.degrees latitude (g = 980.6199 gals.).
 DJ4452
 DJ4452.The modeled gravity was interpolated from observed gravity values.
 DJ4452
 DJ4452;                    North         East    Units  Estimated Accuracy
 DJ4452;SPC WI C     -    57,679.0     576,583.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4452
 DJ4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1568914535(NAD 83)
 DJ4452
 DJ4452                          SUPERSEDED SURVEY CONTROL
 DJ4452
 DJ4452  NAVD 88 (07/08/08)  300.903  (m)          987.21   (f) SUPERSEDED  2 1
 DJ4452
 DJ4452.Superseded values are not recommended for survey control.
 DJ4452
 DJ4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4452.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4452
 DJ4452_MARKER: DD = SURVEY DISK
 DJ4452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4452_STAMPING: 4F06 2005
 DJ4452_MARK LOGO: WIDT
 DJ4452_PROJECTION: FLUSH
 DJ4452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4452+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2010
 DJ4452
 DJ4452  HISTORY     - Date     Condition        Report By
 DJ4452  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4452  HISTORY     - 20060908 GOOD             WIDT
 DJ4452  HISTORY     - 20101005 GOOD             WIDT
 DJ4452
 DJ4452                          STATION DESCRIPTION
 DJ4452
 DJ4452'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4452'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4452'HIGHWAY ZZ TO THE NORTH AND CRANBERRY ROAD TO THE SOUTH IN THE
 DJ4452'COMMUNITY OF CITY POINT, GO EAST ON STATE HIGHWAY 54 FOR 1.15 MI (1.9
 DJ4452'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DJ4452'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4452'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4452'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4452'THE STATION IS 11.2 M (36.7 FT) NORTH OF THE CENTERLINE OF STATE
 DJ4452'HIGHWAY 54, 29.5 M (96.8 FT) NORTHWEST OF A POWER POLE, 12.0 M (39.4
 DJ4452'FT) EAST OF THE CONCRETE FOOTING FOR A --WOOD COUNTY FOREST-- SIGN,
 DJ4452'AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC
 DJ4452'WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DJ4452'OBSERVATIONS.
 DJ4452
 DJ4452                          STATION RECOVERY (2010)
 DJ4452
 DJ4452'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4452'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.20 MILE WEST OF
 DJ4452'RIVER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4911 ***********************************************************************
 DJ4911  DESIGNATION -  4F07
 DJ4911  PID         -  DJ4911
 DJ4911  STATE/COUNTY-  WI/WOOD
 DJ4911  COUNTRY     -  US
 DJ4911  USGS QUAD   -  QUAIL POINT FLOWAGE (2018)
 DJ4911
 DJ4911                         *CURRENT SURVEY CONTROL
 DJ4911  ______________________________________________________________________
 DJ4911* NAD 83(1986) POSITION- 44 21 27.94   (N) 090 14 21.56   (W)   HD_HELD1
 DJ4911* NAVD 88 ORTHO HEIGHT -   296.981 (meters)      974.35  (feet) ADJUSTED
 DJ4911  ______________________________________________________________________
 DJ4911  GEOID HEIGHT    -        -34.408 (meters)                     GEOID18
 DJ4911  DYNAMIC HEIGHT  -        296.927 (meters)      974.17  (feet) COMP
 DJ4911  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 DJ4911
 DJ4911  VERT ORDER      -  SECOND    CLASS I
 DJ4911
 DJ4911.The horizontal coordinates were determined by differentially corrected
 DJ4911.hand held GPS observations or other comparable positioning techniques
 DJ4911.and have an estimated accuracy of +/- 3 meters.
 DJ4911
 DJ4911.The orthometric height was determined by differential leveling and
 DJ4911.adjusted by the WI DEPT OF TRANSP
 DJ4911.in May 2012.
 DJ4911
 DJ4911.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4911.GEOID18 height accuracy estimate available here.
 DJ4911
 DJ4911.Click photographs - Photos may exist for this station.
 DJ4911
 DJ4911.The dynamic height is computed by dividing the NAVD 88
 DJ4911.geopotential number by the normal gravity value computed on the
 DJ4911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4911.degrees latitude (g = 980.6199 gals.).
 DJ4911
 DJ4911.The modeled gravity was interpolated from observed gravity values.
 DJ4911
 DJ4911;                    North         East    Units  Estimated Accuracy
 DJ4911;SPC WI C     -    58,301.5     580,921.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4911
 DJ4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2000215316(NAD 83)
 DJ4911
 DJ4911                          SUPERSEDED SURVEY CONTROL
 DJ4911
 DJ4911  NAVD 88 (07/08/08)  296.967  (m)          974.30   (f) SUPERSEDED  2 1
 DJ4911
 DJ4911.Superseded values are not recommended for survey control.
 DJ4911
 DJ4911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4911.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4911
 DJ4911_MARKER: DD = SURVEY DISK
 DJ4911_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4911_SP_SET: BRIDGE PARAPET WALL
 DJ4911_STAMPING: 4F07 2005
 DJ4911_MARK LOGO: WIDT
 DJ4911_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4911+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2010
 DJ4911
 DJ4911  HISTORY     - Date     Condition        Report By
 DJ4911  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4911  HISTORY     - 20060907 GOOD             WIDT
 DJ4911  HISTORY     - 20101005 GOOD             WIDT
 DJ4911
 DJ4911                          STATION DESCRIPTION
 DJ4911
 DJ4911'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4911'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4911'HIGHWAY E ABOUT 7 MI (11.3 KM) SOUTHWEST OF THE CITY OF PITTSVILLE, GO
 DJ4911'SOUTH ON STATE HIGHWAY 54 FOR 1.95 MI (3.1 KM) TO A BRIDGE OVER TURNER
 DJ4911'CREEK AND THE STATION ON THE RIGHT.
 DJ4911'
 DJ4911'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4911'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DJ4911'OF THE WEST PARAPET WALL OF THE BRIDGE --B-71-135--, ABOUT 1 M (3.3
 DJ4911'FT) ABOVE THE HIGHWAY PAVEMENT,
 DJ4911'
 DJ4911'5.9 M (19.4 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 54.
 DJ4911'
 DJ4911'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4911
 DJ4911                          STATION RECOVERY (2010)
 DJ4911
 DJ4911'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4911'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.0 M NORTH OF A
 DJ4911'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4910 ***********************************************************************
 DJ4910  DESIGNATION -  4F08
 DJ4910  PID         -  DJ4910
 DJ4910  STATE/COUNTY-  WI/WOOD
 DJ4910  COUNTRY     -  US
 DJ4910  USGS QUAD   -  PITTSVILLE (2018)
 DJ4910
 DJ4910                         *CURRENT SURVEY CONTROL
 DJ4910  ______________________________________________________________________
 DJ4910* NAD 83(1986) POSITION- 44 22 49.12   (N) 090 11 29.86   (W)   HD_HELD1
 DJ4910* NAVD 88 ORTHO HEIGHT -   300.748 (meters)      986.70  (feet) ADJUSTED
 DJ4910  ______________________________________________________________________
 DJ4910  GEOID HEIGHT    -        -34.488 (meters)                     GEOID18
 DJ4910  DYNAMIC HEIGHT  -        300.692 (meters)      986.52  (feet) COMP
 DJ4910  MODELED GRAVITY -    980,424.8   (mgal)                       NAVD 88
 DJ4910
 DJ4910  VERT ORDER      -  SECOND    CLASS I
 DJ4910
 DJ4910.The horizontal coordinates were determined by differentially corrected
 DJ4910.hand held GPS observations or other comparable positioning techniques
 DJ4910.and have an estimated accuracy of +/- 3 meters.
 DJ4910
 DJ4910.The orthometric height was determined by differential leveling and
 DJ4910.adjusted by the WI DEPT OF TRANSP
 DJ4910.in May 2012.
 DJ4910
 DJ4910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4910.GEOID18 height accuracy estimate available here.
 DJ4910
 DJ4910.Click photographs - Photos may exist for this station.
 DJ4910
 DJ4910.The dynamic height is computed by dividing the NAVD 88
 DJ4910.geopotential number by the normal gravity value computed on the
 DJ4910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4910.degrees latitude (g = 980.6199 gals.).
 DJ4910
 DJ4910.The modeled gravity was interpolated from observed gravity values.
 DJ4910
 DJ4910;                    North         East    Units  Estimated Accuracy
 DJ4910;SPC WI C     -    60,797.1     584,729.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4910
 DJ4910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2371717950(NAD 83)
 DJ4910
 DJ4910                          SUPERSEDED SURVEY CONTROL
 DJ4910
 DJ4910  NAVD 88 (07/08/08)  300.734  (m)          986.66   (f) SUPERSEDED  2 1
 DJ4910
 DJ4910.Superseded values are not recommended for survey control.
 DJ4910
 DJ4910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4910.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4910
 DJ4910_MARKER: DD = SURVEY DISK
 DJ4910_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4910_SP_SET: BOC CULVERT WINGWALL
 DJ4910_STAMPING: 4F08 2005
 DJ4910_MARK LOGO: WIDT
 DJ4910_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4910+STABILITY: SURFACE MOTION
 DJ4910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4910+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4910
 DJ4910  HISTORY     - Date     Condition        Report By
 DJ4910  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4910  HISTORY     - 20060907 GOOD             WIDT
 DJ4910  HISTORY     - 20101004 GOOD             WIDT
 DJ4910
 DJ4910                          STATION DESCRIPTION
 DJ4910
 DJ4910'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4910'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80 WITH STATE
 DJ4910'HIGHWAY 54 WEST IN THE COMMUNITY OF DEXTERVILLE, GO WEST ON STATE
 DJ4910'HIGHWAY 54 FOR 3.45 MI (5.6 KM) TO DAIRY ROAD ON THE RIGHT, CONTINUE
 DJ4910'WEST ON STATE HIGHWAY 54 FOR 0.5 MI (0.8 KM) TO A CONCRETE BOX CULVERT
 DJ4910'OVER TURNER CREEK AND THE STATION ON THE LEFT.
 DJ4910'
 DJ4910'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4910'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHEAST
 DJ4910'WING WALL OF THE BOX CULVERT --C-71-16-66--, ABOUT LEVEL WITH THE
 DJ4910'HIGHWAY PAVEMENT,
 DJ4910'
 DJ4910'6.5 M (21.3 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 54.
 DJ4910'
 DJ4910'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4910'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4910
 DJ4910                          STATION RECOVERY (2010)
 DJ4910
 DJ4910'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4910'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.5 M WEST OF A
 DJ4910'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8577 ***********************************************************************
 DH8577  DESIGNATION -  4G01
 DH8577  PID         -  DH8577
 DH8577  STATE/COUNTY-  WI/WAUSHARA
 DH8577  COUNTRY     -  US
 DH8577  USGS QUAD   -  HANCOCK (2018)
 DH8577
 DH8577                         *CURRENT SURVEY CONTROL
 DH8577  ______________________________________________________________________
 DH8577* NAD 83(1986) POSITION- 44 12 38.8    (N) 089 30 07.7    (W)   HD_HELD2
 DH8577* NAVD 88 ORTHO HEIGHT -   338.178 (meters)     1109.51  (feet) ADJUSTED
 DH8577  ______________________________________________________________________
 DH8577  GEOID HEIGHT    -        -36.027 (meters)                     GEOID18
 DH8577  DYNAMIC HEIGHT  -        338.104 (meters)     1109.26  (feet) COMP
 DH8577  MODELED GRAVITY -    980,391.9   (mgal)                       NAVD 88
 DH8577
 DH8577  VERT ORDER      -  SECOND    CLASS I
 DH8577
 DH8577.The horizontal coordinates were established by autonomous hand held GPS
 DH8577.observations and have an estimated accuracy of +/- 10 meters.
 DH8577
 DH8577.The orthometric height was determined by differential leveling and
 DH8577.adjusted by the WI DEPT OF TRANSP
 DH8577.in May 2012.
 DH8577
 DH8577.No vertical observational check was made to the station.
 DH8577
 DH8577.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8577.GEOID18 height accuracy estimate available here.
 DH8577
 DH8577.Click photographs - Photos may exist for this station.
 DH8577
 DH8577.The dynamic height is computed by dividing the NAVD 88
 DH8577.geopotential number by the normal gravity value computed on the
 DH8577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8577.degrees latitude (g = 980.6199 gals.).
 DH8577
 DH8577.The modeled gravity was interpolated from observed gravity values.
 DH8577
 DH8577;                    North         East    Units  Estimated Accuracy
 DH8577;SPC WI S     -   245,726.      639,791.      MT  (+/- 10 meters HH2 GPS)
 DH8577
 DH8577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0010298328(NAD 83)
 DH8577
 DH8577                          SUPERSEDED SURVEY CONTROL
 DH8577
 DH8577  NAVD 88 (04/20/07)  338.155  (m)         1109.43   (f) SUPERSEDED  2 1
 DH8577
 DH8577.Superseded values are not recommended for survey control.
 DH8577
 DH8577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8577.See file dsdata.pdf to determine how the superseded data were derived.
 DH8577
 DH8577_MARKER: DD = SURVEY DISK
 DH8577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8577_STAMPING: 4G01 2004
 DH8577_MARK LOGO: WIDT
 DH8577_PROJECTION: FLUSH
 DH8577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8577+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2007
 DH8577
 DH8577  HISTORY     - Date     Condition        Report By
 DH8577  HISTORY     - 2004     MONUMENTED       WIDT
 DH8577  HISTORY     - 20071127 GOOD             WIDT
 DH8577
 DH8577                          STATION DESCRIPTION
 DH8577
 DH8577'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8577'OWNERSHIP--VILLAGE OF PLAINFIELD.  TO REACH THE STATION FROM THE
 DH8577'JUNCTION OF INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 WITH STATE HIGHWAY
 DH8577'73 ABOUT 1 MI (1.61 KM) WEST OF THE VILLAGE OF PLAINFIELD, GO EAST ON
 DH8577'STATE HIGHWAY 73 FOR 1.1 MI (1.77 KM) TO PINE STREET, TURN RIGHT AND
 DH8577'GO SOUTH ON PINE STEET FOR 0.2 MI (0.32 KM) TO THE STATION ON THE
 DH8577'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8577'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8577'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE STREET PAVEMENT.  THE
 DH8577'STATION IS 8.8 M (28.9 FT) EAST OF THE CENTERLINE OF PINE STREET, 74 M
 DH8577'(242.8 FT) SOUTH OF THE CENTERLINE OF THE ENTRANCE TO A VETERAN'S
 DH8577'PARK, 31.9 M (104.7 FT) SOUTHEAST OF THE CENTERLINE OF A POWERPOLE
 DH8577'--20-8-14 51/42--, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 DH8577'POST, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0
 DH8577'M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS
 DH8577'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH8577'ABOVE THE HORIZON.
 DH8577
 DH8577                          STATION RECOVERY (2007)
 DH8577
 DH8577'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8576 ***********************************************************************
 DH8576  DESIGNATION -  4G02
 DH8576  PID         -  DH8576
 DH8576  STATE/COUNTY-  WI/WAUSHARA
 DH8576  COUNTRY     -  US
 DH8576  USGS QUAD   -  PLAINFIELD (2018)
 DH8576
 DH8576                         *CURRENT SURVEY CONTROL
 DH8576  ______________________________________________________________________
 DH8576* NAD 83(1986) POSITION- 44 12 51.8    (N) 089 24 20.6    (W)   HD_HELD2
 DH8576* NAVD 88 ORTHO HEIGHT -   354.823 (meters)     1164.12  (feet) ADJUSTED
 DH8576  ______________________________________________________________________
 DH8576  GEOID HEIGHT    -        -36.127 (meters)                     GEOID18
 DH8576  DYNAMIC HEIGHT  -        354.746 (meters)     1163.86  (feet) COMP
 DH8576  MODELED GRAVITY -    980,394.1   (mgal)                       NAVD 88
 DH8576
 DH8576  VERT ORDER      -  SECOND    CLASS I
 DH8576
 DH8576.The horizontal coordinates were established by autonomous hand held GPS
 DH8576.observations and have an estimated accuracy of +/- 10 meters.
 DH8576
 DH8576.The orthometric height was determined by differential leveling and
 DH8576.adjusted by the WI DEPT OF TRANSP
 DH8576.in May 2012.
 DH8576
 DH8576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8576.GEOID18 height accuracy estimate available here.
 DH8576
 DH8576.Click photographs - Photos may exist for this station.
 DH8576
 DH8576.The dynamic height is computed by dividing the NAVD 88
 DH8576.geopotential number by the normal gravity value computed on the
 DH8576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8576.degrees latitude (g = 980.6199 gals.).
 DH8576
 DH8576.The modeled gravity was interpolated from observed gravity values.
 DH8576
 DH8576;                    North         East    Units  Estimated Accuracy
 DH8576;SPC WI S     -   246,178.      647,494.      MT  (+/- 10 meters HH2 GPS)
 DH8576
 DH8576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0781798499(NAD 83)
 DH8576
 DH8576                          SUPERSEDED SURVEY CONTROL
 DH8576
 DH8576  NAVD 88 (04/20/07)  354.800  (m)         1164.04   (f) SUPERSEDED  2 1
 DH8576
 DH8576.Superseded values are not recommended for survey control.
 DH8576
 DH8576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8576.See file dsdata.pdf to determine how the superseded data were derived.
 DH8576
 DH8576_MARKER: DD = SURVEY DISK
 DH8576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8576_STAMPING: 4G02 2004
 DH8576_MARK LOGO: WIDT
 DH8576_PROJECTION: FLUSH
 DH8576_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8576+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2007
 DH8576
 DH8576  HISTORY     - Date     Condition        Report By
 DH8576  HISTORY     - 2004     MONUMENTED       WIDT
 DH8576  HISTORY     - 20071127 GOOD             WIDT
 DH8576
 DH8576                          STATION DESCRIPTION
 DH8576
 DH8576'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8576'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8576'STATE HIGHWAY 73 WITH COUNTY HIGHWAY P ABOUT 0.5 MI (0.8 KM) EAST OF
 DH8576'THE VILLAGE OF PLAINFIELD, GO EAST ON COUNTY HIGHWAY P FOR 3.5 MI
 DH8576'(5.63 KM) TO COUNTY HIGHWAY J ON THE LEFT AND 11TH AVENUE ON THE RIGHT
 DH8576'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH8576'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8576'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH8576'HIGHWAY PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) WEST OF THE
 DH8576'CENTERLINE OF COUNTY HIGHWAY J NORTH, 41.1 M (134.8 FT)
 DH8576'SOUTH-SOUTHWEST OF A POWERPOLE --20-9-11 0/2--, 39.5 M (129.6 FT)
 DH8576'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY P AND COUNTY HIGHWAY J
 DH8576'SOUTH, 16.0 M (52.5 FT) NORTH OF A WOOD POST FOR A --COUNTY J AND
 DH8576'COUNTY P-- SIGN, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS
 DH8576'POST AND 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DH8576'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8576'THAN 20 DEGREES ABOVE THE HORIZON.
 DH8576
 DH8576                          STATION RECOVERY (2007)
 DH8576
 DH8576'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8575 ***********************************************************************
 DH8575  DESIGNATION -  4G03
 DH8575  PID         -  DH8575
 DH8575  STATE/COUNTY-  WI/WAUSHARA
 DH8575  COUNTRY     -  US
 DH8575  USGS QUAD   -  WAUTOMA NE (2018)
 DH8575
 DH8575                         *CURRENT SURVEY CONTROL
 DH8575  ______________________________________________________________________
 DH8575* NAD 83(1986) POSITION- 44 09 55.4    (N) 089 22 17.0    (W)   HD_HELD2
 DH8575* NAVD 88 ORTHO HEIGHT -   361.232 (meters)     1185.14  (feet) ADJUSTED
 DH8575  ______________________________________________________________________
 DH8575  GEOID HEIGHT    -        -36.140 (meters)                     GEOID18
 DH8575  DYNAMIC HEIGHT  -        361.155 (meters)     1184.89  (feet) COMP
 DH8575  MODELED GRAVITY -    980,395.0   (mgal)                       NAVD 88
 DH8575
 DH8575  VERT ORDER      -  SECOND    CLASS I
 DH8575
 DH8575.The horizontal coordinates were established by autonomous hand held GPS
 DH8575.observations and have an estimated accuracy of +/- 10 meters.
 DH8575
 DH8575.The orthometric height was determined by differential leveling and
 DH8575.adjusted by the WI DEPT OF TRANSP
 DH8575.in May 2012.
 DH8575
 DH8575.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8575.GEOID18 height accuracy estimate available here.
 DH8575
 DH8575.Click photographs - Photos may exist for this station.
 DH8575
 DH8575.The dynamic height is computed by dividing the NAVD 88
 DH8575.geopotential number by the normal gravity value computed on the
 DH8575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8575.degrees latitude (g = 980.6199 gals.).
 DH8575
 DH8575.The modeled gravity was interpolated from observed gravity values.
 DH8575
 DH8575;                    North         East    Units  Estimated Accuracy
 DH8575;SPC WI S     -   240,754.      650,279.      MT  (+/- 10 meters HH2 GPS)
 DH8575
 DH8575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1040392976(NAD 83)
 DH8575
 DH8575                          SUPERSEDED SURVEY CONTROL
 DH8575
 DH8575  NAVD 88 (04/20/07)  361.209  (m)         1185.07   (f) SUPERSEDED  2 1
 DH8575
 DH8575.Superseded values are not recommended for survey control.
 DH8575
 DH8575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8575.See file dsdata.pdf to determine how the superseded data were derived.
 DH8575
 DH8575_MARKER: DD = SURVEY DISK
 DH8575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8575_STAMPING: 4G03 2004
 DH8575_MARK LOGO: WIDT
 DH8575_PROJECTION: FLUSH
 DH8575_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8575+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2007
 DH8575
 DH8575  HISTORY     - Date     Condition        Report By
 DH8575  HISTORY     - 2004     MONUMENTED       WIDT
 DH8575  HISTORY     - 20071127 GOOD             WIDT
 DH8575
 DH8575                          STATION DESCRIPTION
 DH8575
 DH8575'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8575'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8575'STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY HIGHWAY O
 DH8575'ABOUT 6 MI (9.66 KM) NORTHWEST OF THE CITY OF WAUTOMA, GO NORTHWEST ON
 DH8575'STATE HIGHWAY 73 FOR 0.8 MI (1.29 KM) TO THE STATION ON THE RIGHT.
 DH8575'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8575'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8575'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DH8575'THE STATION IS 10.8 M (35.4 FT) EAST OF THE CENTERLINE OF STATE
 DH8575'HIGHWAY 73, 99 M (324.8 FT) SOUTH-SOUTHEAST OF A WOOD POST FOR A
 DH8575'--DEER NEXT 7 MI-- SIGN, 34.4 M (112.9 FT) NORTHEAST OF A POWERPPOLE
 DH8575'--F43--, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DH8575'(3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT)
 DH8575'NORTHWEST OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION
 DH8575'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8575'HORIZON.
 DH8575
 DH8575                          STATION RECOVERY (2007)
 DH8575
 DH8575'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8575'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.40 MILE SOUTH OF
 DH8575'ASPEN AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8574 ***********************************************************************
 DH8574  DESIGNATION -  4G04
 DH8574  PID         -  DH8574
 DH8574  STATE/COUNTY-  WI/WAUSHARA
 DH8574  COUNTRY     -  US
 DH8574  USGS QUAD   -  WAUTOMA NE (2018)
 DH8574
 DH8574                         *CURRENT SURVEY CONTROL
 DH8574  ______________________________________________________________________
 DH8574* NAD 83(1986) POSITION- 44 09 21.1    (N) 089 20 17.9    (W)   HD_HELD2
 DH8574* NAVD 88 ORTHO HEIGHT -   327.219 (meters)     1073.55  (feet) ADJUSTED
 DH8574  ______________________________________________________________________
 DH8574  GEOID HEIGHT    -        -36.173 (meters)                     GEOID18
 DH8574  DYNAMIC HEIGHT  -        327.150 (meters)     1073.32  (feet) COMP
 DH8574  MODELED GRAVITY -    980,398.0   (mgal)                       NAVD 88
 DH8574
 DH8574  VERT ORDER      -  SECOND    CLASS I
 DH8574
 DH8574.The horizontal coordinates were established by autonomous hand held GPS
 DH8574.observations and have an estimated accuracy of +/- 10 meters.
 DH8574
 DH8574.The orthometric height was determined by differential leveling and
 DH8574.adjusted by the WI DEPT OF TRANSP
 DH8574.in May 2012.
 DH8574
 DH8574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8574.GEOID18 height accuracy estimate available here.
 DH8574
 DH8574.Click photographs - Photos may exist for this station.
 DH8574
 DH8574.The dynamic height is computed by dividing the NAVD 88
 DH8574.geopotential number by the normal gravity value computed on the
 DH8574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8574.degrees latitude (g = 980.6199 gals.).
 DH8574
 DH8574.The modeled gravity was interpolated from observed gravity values.
 DH8574
 DH8574;                    North         East    Units  Estimated Accuracy
 DH8574;SPC WI S     -   239,715.      652,933.      MT  (+/- 10 meters HH2 GPS)
 DH8574
 DH8574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1301891842(NAD 83)
 DH8574
 DH8574                          SUPERSEDED SURVEY CONTROL
 DH8574
 DH8574  NAVD 88 (04/20/07)  327.196  (m)         1073.48   (f) SUPERSEDED  2 1
 DH8574
 DH8574.Superseded values are not recommended for survey control.
 DH8574
 DH8574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8574.See file dsdata.pdf to determine how the superseded data were derived.
 DH8574
 DH8574_MARKER: DD = SURVEY DISK
 DH8574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8574_STAMPING: 4G04 2004
 DH8574_MARK LOGO: WIDT
 DH8574_PROJECTION: FLUSH
 DH8574_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8574+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2007
 DH8574
 DH8574  HISTORY     - Date     Condition        Report By
 DH8574  HISTORY     - 2004     MONUMENTED       WIDT
 DH8574  HISTORY     - 20071127 GOOD             WIDT
 DH8574
 DH8574                          STATION DESCRIPTION
 DH8574
 DH8574'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8574'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8574'STATE HIGHWAY 73 WITH COUNTY HIGHWAY O ABOUT 6 MI (9.66 KM) NORTHWEST
 DH8574'OF THE CITY OF WAUTOMA, GO EAST ON COUNTY HIGHWAY 0 FOR 0.7 MI (1.13
 DH8574'KM) TO 14TH AVENUE ON THE RIGHT, CONTINUE EAST ON COUNTY HIGHWAY O FOR
 DH8574'0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8574'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8574'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH8574'M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.9 M (29.2 FT)
 DH8574'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY O, 22 M (72.2 FT) WEST OF
 DH8574'THE CENTERLINE OF PRIVATE ENTRANCE --W9103--, 17 M (55.8 FT) EAST OF
 DH8574'THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W9112--, 1.0 M (3.3 FT)
 DH8574'SOUTH OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) NORTHEAST OF A
 DH8574'WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) NORTHWEST OF A WHITE
 DH8574'PLASTIC WITNESS POST.   ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8574'OBSERVATIONS DUE TO TREES IN THE SOUTH AND SOUTHEAST EXTENDING TO 30
 DH8574'DEGREES ABOVE THE HORIZON, TREES IN THE EAST EXTENDING TO 20 DEGREES
 DH8574'ABOVE THE HORIZON, TREES IN THE NORTHEAST EXTENDING TO 30 DEGREES
 DH8574'ABOVE THE HORIZON, TREES IN THE NORTH EXTENDING TO 40 DEGREES ABOVE
 DH8574'THE HORIZON AND TREES IN THE NORTHWEST EXTENDING TO 30 DEGREE ABOVE
 DH8574'THE HORIZON.
 DH8574
 DH8574                          STATION RECOVERY (2007)
 DH8574
 DH8574'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8574'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8573 ***********************************************************************
 DH8573  DESIGNATION -  4G05
 DH8573  PID         -  DH8573
 DH8573  STATE/COUNTY-  WI/WAUSHARA
 DH8573  COUNTRY     -  US
 DH8573  USGS QUAD   -  WAUTOMA NE (2018)
 DH8573
 DH8573                         *CURRENT SURVEY CONTROL
 DH8573  ______________________________________________________________________
 DH8573* NAD 83(1986) POSITION- 44 09 20.8    (N) 089 17 59.9    (W)   HD_HELD2
 DH8573* NAVD 88 ORTHO HEIGHT -   337.275 (meters)     1106.54  (feet) ADJUSTED
 DH8573  ______________________________________________________________________
 DH8573  GEOID HEIGHT    -        -36.213 (meters)                     GEOID18
 DH8573  DYNAMIC HEIGHT  -        337.205 (meters)     1106.31  (feet) COMP
 DH8573  MODELED GRAVITY -    980,401.6   (mgal)                       NAVD 88
 DH8573
 DH8573  VERT ORDER      -  SECOND    CLASS I
 DH8573
 DH8573.The horizontal coordinates were established by autonomous hand held GPS
 DH8573.observations and have an estimated accuracy of +/- 10 meters.
 DH8573
 DH8573.The orthometric height was determined by differential leveling and
 DH8573.adjusted by the WI DEPT OF TRANSP
 DH8573.in May 2012.
 DH8573
 DH8573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8573.GEOID18 height accuracy estimate available here.
 DH8573
 DH8573.Click photographs - Photos may exist for this station.
 DH8573
 DH8573.The dynamic height is computed by dividing the NAVD 88
 DH8573.geopotential number by the normal gravity value computed on the
 DH8573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8573.degrees latitude (g = 980.6199 gals.).
 DH8573
 DH8573.The modeled gravity was interpolated from observed gravity values.
 DH8573
 DH8573;                    North         East    Units  Estimated Accuracy
 DH8573;SPC WI S     -   239,731.      656,000.      MT  (+/- 10 meters HH2 GPS)
 DH8573
 DH8573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1608391747(NAD 83)
 DH8573
 DH8573                          SUPERSEDED SURVEY CONTROL
 DH8573
 DH8573  NAVD 88 (04/20/07)  337.252  (m)         1106.47   (f) SUPERSEDED  2 1
 DH8573
 DH8573.Superseded values are not recommended for survey control.
 DH8573
 DH8573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8573.See file dsdata.pdf to determine how the superseded data were derived.
 DH8573
 DH8573_MARKER: DD = SURVEY DISK
 DH8573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8573_STAMPING: 4G05 2004
 DH8573_MARK LOGO: WIDT
 DH8573_PROJECTION: FLUSH
 DH8573_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8573+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2007
 DH8573
 DH8573  HISTORY     - Date     Condition        Report By
 DH8573  HISTORY     - 2004     MONUMENTED       WIDT
 DH8573  HISTORY     - 20071127 GOOD             WIDT
 DH8573
 DH8573                          STATION DESCRIPTION
 DH8573
 DH8573'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8573'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8573'STATE HIGHWAY 22 WITH COUNTY HIGHWAY O ABOUT 6 MI (9.66 KM) NORTH OF
 DH8573'THE CITY OF WAUTOMA, GO WEST ON COUNTY HIGHWAY O FOR 1.75 MI (2.82 KM)
 DH8573'TO 16TH LANE ON THE LEFT, CONTINUE WEST ON COUNTY HIGHWAY O FOR 0.35
 DH8573'MI (0.56 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8573'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8573'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8573'THE HIGHWAY PAVEMENT.  THE STATION IS 8.9 M (29.2 FT) SOUTH OF THE
 DH8573'CENTERLINE COUNTY HIGHWAY O, 79 M (259.2 FT) WEST OF THE EXTENDED
 DH8573'CENTERLINE OF PRIVATE ENTRANCE --W8339--, 25.8 M (84.6 FT) SOUTHEAST
 DH8573'OF A POWERPOLE, 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST,
 DH8573'1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0 M
 DH8573'(3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS
 DH8573'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DH8573'ABOVE THE HORIZON.
 DH8573
 DH8573                          STATION RECOVERY (2007)
 DH8573
 DH8573'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8573'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.87 MILE EAST OF
 DH8573'15TH ROAD AND 5.9 M WEST OF THE CENTERLINE OF A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8572 ***********************************************************************
 DH8572  DESIGNATION -  4G06
 DH8572  PID         -  DH8572
 DH8572  STATE/COUNTY-  WI/WAUSHARA
 DH8572  COUNTRY     -  US
 DH8572  USGS QUAD   -  WAUTOMA NE (2018)
 DH8572
 DH8572                         *CURRENT SURVEY CONTROL
 DH8572  ______________________________________________________________________
 DH8572* NAD 83(1986) POSITION- 44 09 21.2    (N) 089 16 40.1    (W)   HD_HELD2
 DH8572* NAVD 88 ORTHO HEIGHT -   313.335 (meters)     1028.00  (feet) ADJUSTED
 DH8572  ______________________________________________________________________
 DH8572  GEOID HEIGHT    -        -36.239 (meters)                     GEOID18
 DH8572  DYNAMIC HEIGHT  -        313.270 (meters)     1027.79  (feet) COMP
 DH8572  MODELED GRAVITY -    980,403.4   (mgal)                       NAVD 88
 DH8572
 DH8572  VERT ORDER      -  SECOND    CLASS I
 DH8572
 DH8572.The horizontal coordinates were established by autonomous hand held GPS
 DH8572.observations and have an estimated accuracy of +/- 10 meters.
 DH8572
 DH8572.The orthometric height was determined by differential leveling and
 DH8572.adjusted by the WI DEPT OF TRANSP
 DH8572.in May 2012.
 DH8572
 DH8572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8572.GEOID18 height accuracy estimate available here.
 DH8572
 DH8572.Click photographs - Photos may exist for this station.
 DH8572
 DH8572.The dynamic height is computed by dividing the NAVD 88
 DH8572.geopotential number by the normal gravity value computed on the
 DH8572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8572.degrees latitude (g = 980.6199 gals.).
 DH8572
 DH8572.The modeled gravity was interpolated from observed gravity values.
 DH8572
 DH8572;                    North         East    Units  Estimated Accuracy
 DH8572;SPC WI S     -   239,759.      657,773.      MT  (+/- 10 meters HH2 GPS)
 DH8572
 DH8572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1785691710(NAD 83)
 DH8572
 DH8572                          SUPERSEDED SURVEY CONTROL
 DH8572
 DH8572  NAVD 88 (04/20/07)  313.312  (m)         1027.92   (f) SUPERSEDED  2 1
 DH8572
 DH8572.Superseded values are not recommended for survey control.
 DH8572
 DH8572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8572.See file dsdata.pdf to determine how the superseded data were derived.
 DH8572
 DH8572_MARKER: DD = SURVEY DISK
 DH8572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8572_STAMPING: 4G06 2004
 DH8572_MARK LOGO: WIDT
 DH8572_PROJECTION: FLUSH
 DH8572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8572+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2007
 DH8572
 DH8572  HISTORY     - Date     Condition        Report By
 DH8572  HISTORY     - 2004     MONUMENTED       WIDT
 DH8572  HISTORY     - 20071127 GOOD             WIDT
 DH8572
 DH8572                          STATION DESCRIPTION
 DH8572
 DH8572'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8572'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8572'STATE HIGHWAY 22 WITH COUNTY HIGHWAY O ABOUT 6 MI (9.66 KM) NORTH OF
 DH8572'THE CITY OF WAUTOMA, GO WEST ON COUNTY HIGHWAY O FOR 1.0 MI (1.61 KM)
 DH8572'TO 17TH DRIVE ON THE LEFT AND THE STATION ON THE RIGHT.  THE STATION
 DH8572'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8572'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH8572'ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 9.0 M
 DH8572'(29.5 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY O, 65 M (213.3 FT)
 DH8572'EAST OF THE CENTERLINE OF 17TH DRIVE, 31 M (101.7 FT) WEST OF THE
 DH8572'EXTENDED CENTERLINE OF 17TH DRIVE, 1.0 M (3.3 FT) NORTH OF A WHITE
 DH8572'PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC
 DH8572'WITNESS POST AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DH8572'POST.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8572'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8572
 DH8572                          STATION RECOVERY (2007)
 DH8572
 DH8572'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8571 ***********************************************************************
 DH8571  DESIGNATION -  4G07
 DH8571  PID         -  DH8571
 DH8571  STATE/COUNTY-  WI/WAUSHARA
 DH8571  COUNTRY     -  US
 DH8571  USGS QUAD   -  WAUTOMA NE (2018)
 DH8571
 DH8571                         *CURRENT SURVEY CONTROL
 DH8571  ______________________________________________________________________
 DH8571* NAD 83(1986) POSITION- 44 08 09.8    (N) 089 15 16.8    (W)   HD_HELD2
 DH8571* NAVD 88 ORTHO HEIGHT -   298.759 (meters)      980.18  (feet) ADJUSTED
 DH8571  ______________________________________________________________________
 DH8571  GEOID HEIGHT    -        -36.264 (meters)                     GEOID18
 DH8571  DYNAMIC HEIGHT  -        298.697 (meters)      979.98  (feet) COMP
 DH8571  MODELED GRAVITY -    980,404.1   (mgal)                       NAVD 88
 DH8571
 DH8571  VERT ORDER      -  SECOND    CLASS I
 DH8571
 DH8571.The horizontal coordinates were established by autonomous hand held GPS
 DH8571.observations and have an estimated accuracy of +/- 10 meters.
 DH8571
 DH8571.The orthometric height was determined by differential leveling and
 DH8571.adjusted by the WI DEPT OF TRANSP
 DH8571.in May 2012.
 DH8571
 DH8571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8571.GEOID18 height accuracy estimate available here.
 DH8571
 DH8571.Click photographs - Photos may exist for this station.
 DH8571
 DH8571.The dynamic height is computed by dividing the NAVD 88
 DH8571.geopotential number by the normal gravity value computed on the
 DH8571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8571.degrees latitude (g = 980.6199 gals.).
 DH8571
 DH8571.The modeled gravity was interpolated from observed gravity values.
 DH8571
 DH8571;                    North         East    Units  Estimated Accuracy
 DH8571;SPC WI S     -   237,571.      659,644.      MT  (+/- 10 meters HH2 GPS)
 DH8571
 DH8571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1964689456(NAD 83)
 DH8571
 DH8571                          SUPERSEDED SURVEY CONTROL
 DH8571
 DH8571  NAVD 88 (04/20/07)  298.736  (m)          980.10   (f) SUPERSEDED  2 1
 DH8571
 DH8571.Superseded values are not recommended for survey control.
 DH8571
 DH8571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8571.See file dsdata.pdf to determine how the superseded data were derived.
 DH8571
 DH8571_MARKER: DD = SURVEY DISK
 DH8571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8571_STAMPING: 4G07 2004
 DH8571_MARK LOGO: WIDT
 DH8571_PROJECTION: FLUSH
 DH8571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8571+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2007
 DH8571
 DH8571  HISTORY     - Date     Condition        Report By
 DH8571  HISTORY     - 2004     MONUMENTED       WIDT
 DH8571  HISTORY     - 20071127 GOOD             WIDT
 DH8571
 DH8571                          STATION DESCRIPTION
 DH8571
 DH8571'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8571'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8571'STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY HIGHWAY O
 DH8571'ABOUT 6 MI (9.66 KM) NORTH OF THE CITY OF WAUTOMA, GO SOUTH ON STATE
 DH8571'HIGHWAY 22 FOR 0.8 MI (1.29 KM) TO COUNTY HIGHWAY MM ON THE RIGHT,
 DH8571'CONTINUE SOUTH ON STATE HIGHWAY 22 FOR 0.8 MI (1.29 KM) TO THE STATION
 DH8571'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8571'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8571'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DH8571'PAVEMENT.  THE STATION IS 14.9 M (48.9 FT) EAST OF THE CENTERLINE OF
 DH8571'STATE HIGHWAY 22, 93 M (305.1 FT) SOUTH OF THE CENTERLINE OF PRIVATE
 DH8571'ENTRANCE --N4394--, 64 M (210.0 FT) NORTH OF THE EXTENDED CENTERLINE
 DH8571'OF BEECHNUT COURT, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 DH8571'POST, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0
 DH8571'M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS
 DH8571'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 30 DEGREES
 DH8571'ABOVE THE HORIZON.
 DH8571
 DH8571                          STATION RECOVERY (2007)
 DH8571
 DH8571'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8571'RECOVERED IN GOOD CONDITION.  NOTE1-- IN THE 2004 DESCRIPTION, THE
 DH8571'STATION IS 0.61 MILE (NOT 0.8 MILE) SOUTH OF COUNTY HIGHWAY MM.
 DH8571'NOTE2-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DH8571'QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8570 ***********************************************************************
 DH8570  DESIGNATION -  4H01
 DH8570  PID         -  DH8570
 DH8570  STATE/COUNTY-  WI/WAUSHARA
 DH8570  COUNTRY     -  US
 DH8570  USGS QUAD   -  WILD ROSE (2018)
 DH8570
 DH8570                         *CURRENT SURVEY CONTROL
 DH8570  ______________________________________________________________________
 DH8570* NAD 83(1986) POSITION- 44 07 39.8    (N) 089 13 35.3    (W)   HD_HELD2
 DH8570* NAVD 88 ORTHO HEIGHT -   278.578 (meters)      913.97  (feet) ADJUSTED
 DH8570  ______________________________________________________________________
 DH8570  GEOID HEIGHT    -        -36.295 (meters)                     GEOID18
 DH8570  DYNAMIC HEIGHT  -        278.521 (meters)      913.78  (feet) COMP
 DH8570  MODELED GRAVITY -    980,404.6   (mgal)                       NAVD 88
 DH8570
 DH8570  VERT ORDER      -  SECOND    CLASS I
 DH8570
 DH8570.The horizontal coordinates were established by autonomous hand held GPS
 DH8570.observations and have an estimated accuracy of +/- 10 meters.
 DH8570
 DH8570.The orthometric height was determined by differential leveling and
 DH8570.adjusted by the WI DEPT OF TRANSP
 DH8570.in May 2012.
 DH8570
 DH8570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8570.GEOID18 height accuracy estimate available here.
 DH8570
 DH8570.Click photographs - Photos may exist for this station.
 DH8570
 DH8570.The dynamic height is computed by dividing the NAVD 88
 DH8570.geopotential number by the normal gravity value computed on the
 DH8570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8570.degrees latitude (g = 980.6199 gals.).
 DH8570
 DH8570.The modeled gravity was interpolated from observed gravity values.
 DH8570
 DH8570;                    North         East    Units  Estimated Accuracy
 DH8570;SPC WI S     -   236,666.      661,908.      MT  (+/- 10 meters HH2 GPS)
 DH8570
 DH8570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2187688469(NAD 83)
 DH8570
 DH8570                          SUPERSEDED SURVEY CONTROL
 DH8570
 DH8570  NAVD 88 (04/20/07)  278.555  (m)          913.89   (f) SUPERSEDED  2 1
 DH8570
 DH8570.Superseded values are not recommended for survey control.
 DH8570
 DH8570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8570.See file dsdata.pdf to determine how the superseded data were derived.
 DH8570
 DH8570_MARKER: DD = SURVEY DISK
 DH8570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8570_STAMPING: 4H01 2004
 DH8570_MARK LOGO: WIDT
 DH8570_PROJECTION: FLUSH
 DH8570_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8570+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8570
 DH8570  HISTORY     - Date     Condition        Report By
 DH8570  HISTORY     - 2004     MONUMENTED       WIDT
 DH8570  HISTORY     - 20071128 GOOD             WIDT
 DH8570
 DH8570                          STATION DESCRIPTION
 DH8570
 DH8570'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8570'OWNERSHIP--TOWNSHIP OF MT.  MORRIS.  TO REACH THE STATION FROM THE
 DH8570'JUNCTION OF STATE HIGHWAY 152 WITH COUNTY HIGHWAY G AND COUNTY HIGHWAY
 DH8570'WEST ABOUT 5 MI (8.05 KM) NORTHEAST OF THE CITY OF WAUTOMA, GO
 DH8570'NORTHWEST ON COUNTY HIGHWAY G FOR 1.3 MI (2.09 KM) TO BIGHORN AVENUE,
 DH8570'TURN LEFT AND GO WEST ON BIGHORN AVENUE FOR 0.8 MI (1.29 KM) TO
 DH8570'BIGHORN COURT ON THE LEFT AND BEECHNUT DRIVE STRAIGHT AHEAD, CONTINUE
 DH8570'WEST THEN NORTH ON BEECHNUT DRIVE FOR 0.1 MI (0.16 KM) TO THE STATION
 DH8570'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8570'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8570'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH8570'THE STATION IS 5.8 M (19.0 FT) EAST OF THE CENTERLINE OF BEECHNUT
 DH8570'DRIVE, 16.7 M (54.8 FT) SOUTHEAST OF A POWERPOLE, 1.0 M (3.3 FT) NORTH
 DH8570'OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTH OF A WHITE
 DH8570'PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH8570'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8570
 DH8570                          STATION RECOVERY (2007)
 DH8570
 DH8570'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8570'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 76 M
 DH8570'SOUTH OF A --LEFT CURVE AHEAD-- SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8569 ***********************************************************************
 DH8569  DESIGNATION -  4H02
 DH8569  PID         -  DH8569
 DH8569  STATE/COUNTY-  WI/WAUSHARA
 DH8569  COUNTRY     -  US
 DH8569  USGS QUAD   -  SPRING LAKE (2018)
 DH8569
 DH8569                         *CURRENT SURVEY CONTROL
 DH8569  ______________________________________________________________________
 DH8569* NAD 83(1986) POSITION- 44 07 06.0    (N) 089 11 53.9    (W)   HD_HELD2
 DH8569* NAVD 88 ORTHO HEIGHT -   275.629 (meters)      904.29  (feet) ADJUSTED
 DH8569  ______________________________________________________________________
 DH8569  GEOID HEIGHT    -        -36.326 (meters)                     GEOID18
 DH8569  DYNAMIC HEIGHT  -        275.571 (meters)      904.10  (feet) COMP
 DH8569  MODELED GRAVITY -    980,404.6   (mgal)                       NAVD 88
 DH8569
 DH8569  VERT ORDER      -  SECOND    CLASS I
 DH8569
 DH8569.The horizontal coordinates were established by autonomous hand held GPS
 DH8569.observations and have an estimated accuracy of +/- 10 meters.
 DH8569
 DH8569.The orthometric height was determined by differential leveling and
 DH8569.adjusted by the WI DEPT OF TRANSP
 DH8569.in May 2012.
 DH8569
 DH8569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8569.GEOID18 height accuracy estimate available here.
 DH8569
 DH8569.Click photographs - Photos may exist for this station.
 DH8569
 DH8569.The dynamic height is computed by dividing the NAVD 88
 DH8569.geopotential number by the normal gravity value computed on the
 DH8569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8569.degrees latitude (g = 980.6199 gals.).
 DH8569
 DH8569.The modeled gravity was interpolated from observed gravity values.
 DH8569
 DH8569;                    North         East    Units  Estimated Accuracy
 DH8569;SPC WI S     -   235,644.      664,173.      MT  (+/- 10 meters HH2 GPS)
 DH8569
 DH8569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2410287365(NAD 83)
 DH8569
 DH8569                          SUPERSEDED SURVEY CONTROL
 DH8569
 DH8569  NAVD 88 (04/20/07)  275.605  (m)          904.21   (f) SUPERSEDED  2 1
 DH8569
 DH8569.Superseded values are not recommended for survey control.
 DH8569
 DH8569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8569.See file dsdata.pdf to determine how the superseded data were derived.
 DH8569
 DH8569_MARKER: DD = SURVEY DISK
 DH8569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8569_STAMPING: 4H02 2004
 DH8569_MARK LOGO: WIDT
 DH8569_PROJECTION: FLUSH
 DH8569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8569+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8569
 DH8569  HISTORY     - Date     Condition        Report By
 DH8569  HISTORY     - 2004     MONUMENTED       WIDT
 DH8569  HISTORY     - 20071128 GOOD             WIDT
 DH8569
 DH8569                          STATION DESCRIPTION
 DH8569
 DH8569'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8569'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8569'STATE HIGHWAY 152 WITH COUNTY HIGHWAY G AND COUNTY HIGHWAY WEST ABOUT
 DH8569'5 MI (8.05 KM) NORTHEAST OF THE VILLAGE OF WAUTOMA, GO NORTHWEST ON
 DH8569'COUNTY HIGHWAY G FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.
 DH8569'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8569'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8569'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH8569'STATION IS 9.1 M (29.9 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DH8569'HIGHWAY G, 17 M (55.8 FT) NORTHWEST OF THE ENTRANCE TO MT.  MORRIS
 DH8569'HILLS PARK, 10.1 M (33.1 FT) SOUTH-SOUTHWEST OF A POWERPOLE, 5.7 M
 DH8569'(18.7 FT) NORTHWEST OF THE SOUTHWEST WOOD POST FO A --MT.  MORRIS
 DH8569'HILLS PARK WAUSHARA COUNTY PARK SYSTEM-- SIGN, 1.0 M (3.3 FT) SOUTH OF
 DH8569'A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) NORTHEAST OF A WHITE
 DH8569'PLASTIC WITNESS POST AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 DH8569'WITNESS POST.   ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8569'OBSERVATIONS DUE TO ALL QUADRANTS BEING BLOCKED 25 DEGRESS ABOVE THE
 DH8569'HORIZON.
 DH8569
 DH8569                          STATION RECOVERY (2007)
 DH8569
 DH8569'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8569'RECOVERED IN GOOD CONDITION.  NOTE-- COUNTY HIGHWAY WEST IN THE 2004
 DH8569'DESCRIPTION IS COUNTY HIGHWAY W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8568 ***********************************************************************
 DH8568  DESIGNATION -  4H03
 DH8568  PID         -  DH8568
 DH8568  STATE/COUNTY-  WI/WAUSHARA
 DH8568  COUNTRY     -  US
 DH8568  USGS QUAD   -  SPRING LAKE (2018)
 DH8568
 DH8568                         *CURRENT SURVEY CONTROL
 DH8568  ______________________________________________________________________
 DH8568* NAD 83(1986) POSITION- 44 06 48.1    (N) 089 10 41.9    (W)   HD_HELD2
 DH8568* NAVD 88 ORTHO HEIGHT -   269.190 (meters)      883.17  (feet) ADJUSTED
 DH8568  ______________________________________________________________________
 DH8568  GEOID HEIGHT    -        -36.345 (meters)                     GEOID18
 DH8568  DYNAMIC HEIGHT  -        269.134 (meters)      882.98  (feet) COMP
 DH8568  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 DH8568
 DH8568  VERT ORDER      -  SECOND    CLASS I
 DH8568
 DH8568.The horizontal coordinates were established by autonomous hand held GPS
 DH8568.observations and have an estimated accuracy of +/- 10 meters.
 DH8568
 DH8568.The orthometric height was determined by differential leveling and
 DH8568.adjusted by the WI DEPT OF TRANSP
 DH8568.in May 2012.
 DH8568
 DH8568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8568.GEOID18 height accuracy estimate available here.
 DH8568
 DH8568.Click photographs - Photos may exist for this station.
 DH8568
 DH8568.The dynamic height is computed by dividing the NAVD 88
 DH8568.geopotential number by the normal gravity value computed on the
 DH8568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8568.degrees latitude (g = 980.6199 gals.).
 DH8568
 DH8568.The modeled gravity was interpolated from observed gravity values.
 DH8568
 DH8568;                    North         East    Units  Estimated Accuracy
 DH8568;SPC WI S     -   235,107.      665,779.      MT  (+/- 10 meters HH2 GPS)
 DH8568
 DH8568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2568786770(NAD 83)
 DH8568
 DH8568                          SUPERSEDED SURVEY CONTROL
 DH8568
 DH8568  NAVD 88 (04/20/07)  269.167  (m)          883.09   (f) SUPERSEDED  2 1
 DH8568
 DH8568.Superseded values are not recommended for survey control.
 DH8568
 DH8568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8568.See file dsdata.pdf to determine how the superseded data were derived.
 DH8568
 DH8568_MARKER: DD = SURVEY DISK
 DH8568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8568_STAMPING: 4H03 2004
 DH8568_MARK LOGO: WIDT
 DH8568_PROJECTION: FLUSH
 DH8568_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8568+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8568
 DH8568  HISTORY     - Date     Condition        Report By
 DH8568  HISTORY     - 2004     MONUMENTED       WIDT
 DH8568  HISTORY     - 20071128 GOOD             WIDT
 DH8568
 DH8568                          STATION DESCRIPTION
 DH8568
 DH8568'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8568'OWNERSHIP--TOWNSHIP OF MT.  MORRIS.  TO REACH THE STATION FROM THE
 DH8568'JUNCTION OF STATE HIGHWAY 152 WITH COUNTY HIGHWAY G AND COUNTY HIGHWAY
 DH8568'WEST ABOUT 5 MI (8.05 KM) NORTHEAST OF THE CITY OF WAUTOMA, GO EAST ON
 DH8568'COUNTY HIGHWAY WEST FOR 0.55 MI (0.89 KM) TO 23RD AVENUE FOR 0.05 MI
 DH8568'(0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8568'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8568'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8568'THE ROAD PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) NORTH OF THE
 DH8568'CENTERLINE OF 23RD AVENUE, 62 M (203.4 FT) WEST OF A WOOD POST FOR A
 DH8568'--STOP AHEAD-- SIGN, 22.0 M (72.2 FT) NORTH OF A POWERPOLE, 1.0 M (3.3
 DH8568'FT) NORTH OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF
 DH8568'A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE
 DH8568'PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH8568'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8568
 DH8568                          STATION RECOVERY (2007)
 DH8568
 DH8568'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8568'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 DH8568'OF STATE HIGHEWAY 152 WITH COUNTY HIGHWAYS G AND W APPROXIMATELY 5
 DH8568'MILES NORTHEAST OF THE CITY OF WAUTOMA, GO EAST ON COUNTY HIGHWAY W
 DH8568'FOR 0.55 MILE TO COUNTY HIGHWAY W CURVING LEFT (NORTH) AND 23RD AVENUE
 DH8568'RIGHT, TURN RIGHT AND GO EAST ON 23RD AVENUE FOR 0.05 MILE TO THE
 DH8568'STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8567 ***********************************************************************
 DH8567  DESIGNATION -  4H04
 DH8567  PID         -  DH8567
 DH8567  STATE/COUNTY-  WI/WAUSHARA
 DH8567  COUNTRY     -  US
 DH8567  USGS QUAD   -  SPRING LAKE (2018)
 DH8567
 DH8567                         *CURRENT SURVEY CONTROL
 DH8567  ______________________________________________________________________
 DH8567* NAD 83(1986) POSITION- 44 07 21.9    (N) 089 08 50.0    (W)   HD_HELD2
 DH8567* NAVD 88 ORTHO HEIGHT -   273.435 (meters)      897.09  (feet) ADJUSTED
 DH8567  ______________________________________________________________________
 DH8567  GEOID HEIGHT    -        -36.374 (meters)                     GEOID18
 DH8567  DYNAMIC HEIGHT  -        273.380 (meters)      896.91  (feet) COMP
 DH8567  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 DH8567
 DH8567  VERT ORDER      -  SECOND    CLASS I
 DH8567
 DH8567.The horizontal coordinates were established by autonomous hand held GPS
 DH8567.observations and have an estimated accuracy of +/- 10 meters.
 DH8567
 DH8567.The orthometric height was determined by differential leveling and
 DH8567.adjusted by the WI DEPT OF TRANSP
 DH8567.in May 2012.
 DH8567
 DH8567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8567.GEOID18 height accuracy estimate available here.
 DH8567
 DH8567.Click photographs - Photos may exist for this station.
 DH8567
 DH8567.The dynamic height is computed by dividing the NAVD 88
 DH8567.geopotential number by the normal gravity value computed on the
 DH8567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8567.degrees latitude (g = 980.6199 gals.).
 DH8567
 DH8567.The modeled gravity was interpolated from observed gravity values.
 DH8567
 DH8567;                    North         East    Units  Estimated Accuracy
 DH8567;SPC WI S     -   236,175.      668,257.      MT  (+/- 10 meters HH2 GPS)
 DH8567
 DH8567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2820287748(NAD 83)
 DH8567
 DH8567                          SUPERSEDED SURVEY CONTROL
 DH8567
 DH8567  NAVD 88 (04/20/07)  273.412  (m)          897.02   (f) SUPERSEDED  2 1
 DH8567
 DH8567.Superseded values are not recommended for survey control.
 DH8567
 DH8567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8567.See file dsdata.pdf to determine how the superseded data were derived.
 DH8567
 DH8567_MARKER: DD = SURVEY DISK
 DH8567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8567_STAMPING: 4H04 2004
 DH8567_MARK LOGO: WIDT
 DH8567_PROJECTION: FLUSH
 DH8567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8567+STABILITY: SURFACE MOTION
 DH8567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8567+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8567
 DH8567  HISTORY     - Date     Condition        Report By
 DH8567  HISTORY     - 2004     MONUMENTED       WIDT
 DH8567  HISTORY     - 20071128 GOOD             WIDT
 DH8567
 DH8567                          STATION DESCRIPTION
 DH8567
 DH8567'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8567'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8567'COUNTY HIGHWAY WEST WITH COUNTY HIGHWAY EE ABOUT 9 MI (14.48 KM)
 DH8567'NORTHEAST OF THE CITY OF WAUTOMA, GO WEST THEN SOUTHERLY ON COUNTY
 DH8567'HIGHWAY WEST FOR 2.25 MI (3.62 KM) TO 24TH DRIVE ON THE LEFT, CONTINUE
 DH8567'WEST ON COUNTY HIGHWAY WEST FOR 0.45 MI (0.72 KM) TO THE STATION ON
 DH8567'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8567'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8567'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8567'THE STATION IS 8.0 M (26.2 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DH8567'HIGHWAY W, 24 M (78.7 FT) EAST OF PRIVATE ENTRANCE --W 5285--, 16 M
 DH8567'(52.5 FT) WEST OF THE EXTENDED CENTERLINE OF A PRIVATE ENTRANCE, 1.0 M
 DH8567'(3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT)
 DH8567'NORTHEAST OF A PLASTIC WITNESS POST AND 1.0 M (3.3 FT) NORTHWEST OF A
 DH8567'WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH8567'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH8567
 DH8567                          STATION RECOVERY (2007)
 DH8567
 DH8567'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8567'RECOVERED IN GOOD CONDITION.  NOTE1-- COUNTY HIGHWAY WEST IN THE 2004
 DH8567'DESCRIPTION IS COUNTY HIGHWAY W.  NOTE2-- VISIBLE OBSTRUCTIONS AT THIS
 DH8567'STATION ARE TREES TO THE SOUTH AND NORTHEAST EXTENDING TO 20 DEGREES
 DH8567'ABOVE THE HORIZON AND TREES IN THE NORTH QUADRANTS EXTENDING TO 30
 DH8567'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8566 ***********************************************************************
 DH8566  DESIGNATION -  4H05
 DH8566  PID         -  DH8566
 DH8566  STATE/COUNTY-  WI/WAUSHARA
 DH8566  COUNTRY     -  US
 DH8566  USGS QUAD   -  SPRING LAKE (2018)
 DH8566
 DH8566                         *CURRENT SURVEY CONTROL
 DH8566  ______________________________________________________________________
 DH8566* NAD 83(1986) POSITION- 44 06 58.5    (N) 089 08 19.8    (W)   HD_HELD2
 DH8566* NAVD 88 ORTHO HEIGHT -   276.917 (meters)      908.52  (feet) ADJUSTED
 DH8566  ______________________________________________________________________
 DH8566  GEOID HEIGHT    -        -36.381 (meters)                     GEOID18
 DH8566  DYNAMIC HEIGHT  -        276.860 (meters)      908.33  (feet) COMP
 DH8566  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 DH8566
 DH8566  VERT ORDER      -  SECOND    CLASS I
 DH8566
 DH8566.The horizontal coordinates were established by autonomous hand held GPS
 DH8566.observations and have an estimated accuracy of +/- 10 meters.
 DH8566
 DH8566.The orthometric height was determined by differential leveling and
 DH8566.adjusted by the WI DEPT OF TRANSP
 DH8566.in May 2012.
 DH8566
 DH8566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8566.GEOID18 height accuracy estimate available here.
 DH8566
 DH8566.Click photographs - Photos may exist for this station.
 DH8566
 DH8566.The dynamic height is computed by dividing the NAVD 88
 DH8566.geopotential number by the normal gravity value computed on the
 DH8566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8566.degrees latitude (g = 980.6199 gals.).
 DH8566
 DH8566.The modeled gravity was interpolated from observed gravity values.
 DH8566
 DH8566;                    North         East    Units  Estimated Accuracy
 DH8566;SPC WI S     -   235,460.      668,935.      MT  (+/- 10 meters HH2 GPS)
 DH8566
 DH8566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2885487008(NAD 83)
 DH8566
 DH8566                          SUPERSEDED SURVEY CONTROL
 DH8566
 DH8566  NAVD 88 (04/20/07)  276.893  (m)          908.44   (f) SUPERSEDED  2 1
 DH8566
 DH8566.Superseded values are not recommended for survey control.
 DH8566
 DH8566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8566.See file dsdata.pdf to determine how the superseded data were derived.
 DH8566
 DH8566_MARKER: DD = SURVEY DISK
 DH8566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8566_STAMPING: 4H05 2004
 DH8566_MARK LOGO: WIDT
 DH8566_PROJECTION: FLUSH
 DH8566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8566+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8566
 DH8566  HISTORY     - Date     Condition        Report By
 DH8566  HISTORY     - 2004     MONUMENTED       WIDT
 DH8566  HISTORY     - 20071128 GOOD             WIDT
 DH8566
 DH8566                          STATION DESCRIPTION
 DH8566
 DH8566'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8566'OWNERSHIP--TOWNSHIP OF MT.  MORRIS.  TO REACH THE STATION FROM THE
 DH8566'JUNCTION OF COUNTY HIGHWAY WEST WITH COUNTY HIGHWAY EE BAOUT 9 MI
 DH8566'(14.48 KM) NORTHEAST OF THE CITY OF WAUTOMA, GO WEST THEN SOUTHERLY ON
 DH8566'COUNTY HIGHWAY WEST FOR 2.25 MI (3.62 KM) TO 24TH DRIVE ON THE LEFT,
 DH8566'TURN LEFT AND GO SOUTH ON 24TH DRIVE FOR 0.6 MI (0.97 KM) TO THE
 DH8566'STATION ON THE RIGHT.   THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH8566'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DH8566'OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH8566'THE STATION IS 7.9 M (25.9 FT) WEST OF THE CENTERLINE OF 24TH DRIVE,
 DH8566'25 M (82.0 FT) NORTH OF THE CENTERLINE OF BIGHORN LANE, 22.0 M (72.2
 DH8566'FT) NORTHEAST OF A WOOD POST FOR A --DEAD END-- SIGN, 8.4 M (27.6 FT)
 DH8566'NORTH OF A TELEPHONE PEDESTAL --4381--, 1.0 M (3.3 FT) WEST OF A WHITE
 DH8566'PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A WHITE PLASTIC
 DH8566'WITNESS POST AND 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS
 DH8566'POST.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH8566'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8566
 DH8566                          STATION RECOVERY (2007)
 DH8566
 DH8566'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8566'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DH8566'STATION ARE TREES IN THE EAST QUADRANTS EXTENDING TO 40 DEGREES ABOVE
 DH8566'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8637 ***********************************************************************
 DH8637  DESIGNATION -  4H06
 DH8637  PID         -  DH8637
 DH8637  STATE/COUNTY-  WI/WAUSHARA
 DH8637  COUNTRY     -  US
 DH8637  USGS QUAD   -  REDGRANITE (2018)
 DH8637
 DH8637                         *CURRENT SURVEY CONTROL
 DH8637  ______________________________________________________________________
 DH8637* NAD 83(1986) POSITION- 44 06 38.6    (N) 089 06 08.0    (W)   HD_HELD2
 DH8637* NAVD 88 ORTHO HEIGHT -   266.945 (meters)      875.80  (feet) ADJUSTED
 DH8637  ______________________________________________________________________
 DH8637  GEOID HEIGHT    -        -36.405 (meters)                     GEOID18
 DH8637  DYNAMIC HEIGHT  -        266.891 (meters)      875.62  (feet) COMP
 DH8637  MODELED GRAVITY -    980,411.7   (mgal)                       NAVD 88
 DH8637
 DH8637  VERT ORDER      -  SECOND    CLASS I
 DH8637
 DH8637.The horizontal coordinates were established by autonomous hand held GPS
 DH8637.observations and have an estimated accuracy of +/- 10 meters.
 DH8637
 DH8637.The orthometric height was determined by differential leveling and
 DH8637.adjusted by the WI DEPT OF TRANSP
 DH8637.in May 2012.
 DH8637
 DH8637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8637.GEOID18 height accuracy estimate available here.
 DH8637
 DH8637.Click photographs - Photos may exist for this station.
 DH8637
 DH8637.The dynamic height is computed by dividing the NAVD 88
 DH8637.geopotential number by the normal gravity value computed on the
 DH8637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8637.degrees latitude (g = 980.6199 gals.).
 DH8637
 DH8637.The modeled gravity was interpolated from observed gravity values.
 DH8637
 DH8637;                    North         East    Units  Estimated Accuracy
 DH8637;SPC WI S     -   234,877.      671,873.      MT  (+/- 10 meters HH2 GPS)
 DH8637
 DH8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3176886319(NAD 83)
 DH8637
 DH8637                          SUPERSEDED SURVEY CONTROL
 DH8637
 DH8637  NAVD 88 (04/20/07)  266.921  (m)          875.72   (f) SUPERSEDED  2 1
 DH8637
 DH8637.Superseded values are not recommended for survey control.
 DH8637
 DH8637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8637.See file dsdata.pdf to determine how the superseded data were derived.
 DH8637
 DH8637_MARKER: DD = SURVEY DISK
 DH8637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8637_STAMPING: 4H06 2004
 DH8637_MARK LOGO: WIDT
 DH8637_PROJECTION: FLUSH
 DH8637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8637+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8637
 DH8637  HISTORY     - Date     Condition        Report By
 DH8637  HISTORY     - 2004     MONUMENTED       WIDT
 DH8637  HISTORY     - 20071128 GOOD             WIDT
 DH8637
 DH8637                          STATION DESCRIPTION
 DH8637
 DH8637'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8637'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8637'COUNTY HIGHWAY H AND COUNTY HIGHWAY EAST NORTH WITH COUNTY HIGHWAY
 DH8637'EAST SOUTH ABOUT 12 MI (19.31 KM) EAST-NORTHEAST OF THE CITY OF
 DH8637'WAUTOMA, GO SOUTH ON COUNTY HIGHWAY EAST SOUTH FOR 2.3 MI (3.7 KM) TO
 DH8637'BLACKHAWK COURT ON THE RIGHT, TURN RIGHT AND GO WEST ON BLACKHAWK
 DH8637'COURT FOR 1.95 MI (3.14 KM) TO COUNTY HIGHWAY EE, TURN LEFT AND GO
 DH8637'SOUTH ON COUNTY HIGHWAY EE FOR 0.1 MI (0.16 KM) TO THE STATION ON THE
 DH8637'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8637'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH8637'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DH8637'THE STATION IS 9.1 M (29.9 FT) EAST OF THE CENTERLINE OF COUNTY
 DH8637'HIGHWAY EE, 45.0 M (147.6 FT) SOUTH OF YELLOW GAS LINE MARKER, 7.0 M
 DH8637'(23.0 FT) NORTH OF THE EXTENDED CENTERLINE OF A PRIVATE ENTRANCE, 1.0
 DH8637'M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT)
 DH8637'NORTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTHEAST
 DH8637'OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO
 DH8637'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8637'HORIZON.
 DH8637
 DH8637                          STATION RECOVERY (2007)
 DH8637
 DH8637'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8637'RECOVERED IN GOOD CONDITION.  NOTE-- COUNTY HIGHWAY EAST IN THE 2004
 DH8637'DESCRIPTION IS COUNTY HIGHWAY E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8636 ***********************************************************************
 DH8636  DESIGNATION -  4H07
 DH8636  PID         -  DH8636
 DH8636  STATE/COUNTY-  WI/WAUSHARA
 DH8636  COUNTRY     -  US
 DH8636  USGS QUAD   -  SAXEVILLE (2018)
 DH8636
 DH8636                         *CURRENT SURVEY CONTROL
 DH8636  ______________________________________________________________________
 DH8636* NAD 83(1986) POSITION- 44 08 12.7    (N) 089 04 05.8    (W)   HD_HELD2
 DH8636* NAVD 88 ORTHO HEIGHT -   246.031 (meters)      807.19  (feet) ADJUSTED
 DH8636  ______________________________________________________________________
 DH8636  GEOID HEIGHT    -        -36.433 (meters)                     GEOID18
 DH8636  DYNAMIC HEIGHT  -        245.982 (meters)      807.03  (feet) COMP
 DH8636  MODELED GRAVITY -    980,416.7   (mgal)                       NAVD 88
 DH8636
 DH8636  VERT ORDER      -  SECOND    CLASS I
 DH8636
 DH8636.The horizontal coordinates were established by autonomous hand held GPS
 DH8636.observations and have an estimated accuracy of +/- 10 meters.
 DH8636
 DH8636.The orthometric height was determined by differential leveling and
 DH8636.adjusted by the WI DEPT OF TRANSP
 DH8636.in May 2012.
 DH8636
 DH8636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8636.GEOID18 height accuracy estimate available here.
 DH8636
 DH8636.Click photographs - Photos may exist for this station.
 DH8636
 DH8636.The dynamic height is computed by dividing the NAVD 88
 DH8636.geopotential number by the normal gravity value computed on the
 DH8636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8636.degrees latitude (g = 980.6199 gals.).
 DH8636
 DH8636.The modeled gravity was interpolated from observed gravity values.
 DH8636
 DH8636;                    North         East    Units  Estimated Accuracy
 DH8636;SPC WI S     -   237,811.      674,557.      MT  (+/- 10 meters HH2 GPS)
 DH8636
 DH8636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3455889153(NAD 83)
 DH8636
 DH8636                          SUPERSEDED SURVEY CONTROL
 DH8636
 DH8636  NAVD 88 (04/20/07)  246.007  (m)          807.11   (f) SUPERSEDED  2 1
 DH8636
 DH8636.Superseded values are not recommended for survey control.
 DH8636
 DH8636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8636.See file dsdata.pdf to determine how the superseded data were derived.
 DH8636
 DH8636_MARKER: DD = SURVEY DISK
 DH8636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8636_STAMPING: 4H07 2004
 DH8636_MARK LOGO: WIDT
 DH8636_PROJECTION: FLUSH
 DH8636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8636+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8636
 DH8636  HISTORY     - Date     Condition        Report By
 DH8636  HISTORY     - 2004     MONUMENTED       WIDT
 DH8636  HISTORY     - 20071128 GOOD             WIDT
 DH8636
 DH8636                          STATION DESCRIPTION
 DH8636
 DH8636'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8636'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8636'COUNTY HIGHWAY H AND COUNTY HIGHWAY EAST NORTH WITH COUNTY HIGHWAY
 DH8636'EAST SOUTH ABOUT 12 MI (19.31 KM) EAST-NORTHEAST OF THE CITY OF
 DH8636'WAUTOMA, GO SOUTH ON COUNTY HIGHWAY EAST FOR 0.3 MI (0.48 KM) TO THE
 DH8636'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8636'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8636'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8636'THE STATION IS 8.6 M (28.2 FT) EAST OF THE CENTERLINE OF COUNTY
 DH8636'HIGHWAY E, 37.3 M (122.4 FT) SOUTHEAST OF A POWERPOLE --19-12-9
 DH8636'49/37--, 32.7 M (107.3 FT) NORTHEAST OF A POWERPOLE --19-12-9 49/35--,
 DH8636'3 M (9.8 FT) WEST OF A CULTIVATED FIELD, 1.0 M (3.3 FT) EAST OF A
 DH8636'WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE
 DH8636'PLASTIC WITNESS POST AND 1.0 M (3.3 FT) NORTHWEST OF A WHITE PLASTIC
 DH8636'WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8636'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8636
 DH8636                          STATION RECOVERY (2007)
 DH8636
 DH8636'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8636'RECOVERED IN GOOD CONDITION.  NOTE-- COUNTY HIGHWAY EAST IN THE 2004
 DH8636'DESCRIPTION IS COUNTY HIGHWAY E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8635 ***********************************************************************
 DH8635  DESIGNATION -  4H08
 DH8635  PID         -  DH8635
 DH8635  STATE/COUNTY-  WI/WAUSHARA
 DH8635  COUNTRY     -  US
 DH8635  USGS QUAD   -  SAXEVILLE (2018)
 DH8635
 DH8635                         *CURRENT SURVEY CONTROL
 DH8635  ______________________________________________________________________
 DH8635* NAD 83(1986) POSITION- 44 08 09.9    (N) 089 01 59.8    (W)   HD_HELD2
 DH8635* NAVD 88 ORTHO HEIGHT -   238.936 (meters)      783.91  (feet) ADJUSTED
 DH8635  ______________________________________________________________________
 DH8635  GEOID HEIGHT    -        -36.456 (meters)                     GEOID18
 DH8635  DYNAMIC HEIGHT  -        238.889 (meters)      783.76  (feet) COMP
 DH8635  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 DH8635
 DH8635  VERT ORDER      -  SECOND    CLASS I
 DH8635
 DH8635.The horizontal coordinates were established by autonomous hand held GPS
 DH8635.observations and have an estimated accuracy of +/- 10 meters.
 DH8635
 DH8635.The orthometric height was determined by differential leveling and
 DH8635.adjusted by the WI DEPT OF TRANSP
 DH8635.in May 2012.
 DH8635
 DH8635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8635.GEOID18 height accuracy estimate available here.
 DH8635
 DH8635.Click photographs - Photos may exist for this station.
 DH8635
 DH8635.The dynamic height is computed by dividing the NAVD 88
 DH8635.geopotential number by the normal gravity value computed on the
 DH8635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8635.degrees latitude (g = 980.6199 gals.).
 DH8635
 DH8635.The modeled gravity was interpolated from observed gravity values.
 DH8635
 DH8635;                    North         East    Units  Estimated Accuracy
 DH8635;SPC WI S     -   237,756.      677,359.      MT  (+/- 10 meters HH2 GPS)
 DH8635
 DH8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3735588997(NAD 83)
 DH8635
 DH8635                          SUPERSEDED SURVEY CONTROL
 DH8635
 DH8635  NAVD 88 (04/20/07)  238.912  (m)          783.83   (f) SUPERSEDED  2 1
 DH8635
 DH8635.Superseded values are not recommended for survey control.
 DH8635
 DH8635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8635.See file dsdata.pdf to determine how the superseded data were derived.
 DH8635
 DH8635_MARKER: DD = SURVEY DISK
 DH8635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8635_STAMPING: 4H08 2004
 DH8635_MARK LOGO: WIDT
 DH8635_PROJECTION: FLUSH
 DH8635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8635+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8635
 DH8635  HISTORY     - Date     Condition        Report By
 DH8635  HISTORY     - 2004     MONUMENTED       WIDT
 DH8635  HISTORY     - 20071128 GOOD             WIDT
 DH8635
 DH8635                          STATION DESCRIPTION
 DH8635
 DH8635'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8635'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8635'STATE HIGHWAY 49 AND COUNTY HIGHWAY H EAST (MAIN STREET) WITH COUNTY
 DH8635'HIGHWAY H WEST IN THE COMMUNITY OF POY SIPPI, GO WEST ON COUNTY
 DH8635'HIGHWAY H FOR 1.3 MI (2.09 KM) TO BEECHNUT LANE ON THE LEFT, CONTINUE
 DH8635'NORTHWEST ON COUNTY HIGHWAY H FOR 0.65 MI (1.05 KM) TO THE STATION ON
 DH8635'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8635'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8635'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8635'THE STATION IS 8.2 M (26.9 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DH8635'HIGHWAY H, 40.3 M (132.2 FT) EAST OF A POWERPOLE --19-12-11 34/34--,
 DH8635'21.2 M (69.6 FT) NORTH OF A POWERPOLE --19-12-11 35/33--, 7.1 M (23.3
 DH8635'FT) NORTH-NORTHWEST OF A WOOD POST FOR A --CURVE AHEAD SIGN--, 1.0 M
 DH8635'(3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT)
 DH8635'WEST OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTH OF A
 DH8635'WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION IS NOT SUITABLE
 DH8635'FOR GPS OBSERVATION DUE TO TREES IN THE NORTH AND EAST EXTENDING ABOVE
 DH8635'70 DEGREES ABOVE THE HORIZON AND TREES IN THE SOUTHEAST EXTENDING
 DH8635'ABOVE 20 DEGREES ABOVE THE HORIZON.
 DH8635
 DH8635                          STATION RECOVERY (2007)
 DH8635
 DH8635'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8635'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLES IN THE AREA OF
 DH8635'THE STATION HAVE BEEN REPLACED.  ADD-- THE STATION IS 1.81 MILE EAST
 DH8635'OF COUNTY HIGHWAY E SOUTH, 42.5 M EAST OF POWER POLE --19-12-11
 DH8635'34/34--, AND 25.4 M NORTHWEST OF POWER POLE --19-12-11 35/33--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7732 ***********************************************************************
 DE7732  DESIGNATION -  4J01
 DE7732  PID         -  DE7732
 DE7732  STATE/COUNTY-  WI/WAUPACA
 DE7732  COUNTRY     -  US
 DE7732  USGS QUAD   -  WAUPACA (2018)
 DE7732
 DE7732                         *CURRENT SURVEY CONTROL
 DE7732  ______________________________________________________________________
 DE7732* NAD 83(1986) POSITION- 44 20 37.08   (N) 089 04 12.93   (W)   HD_HELD1
 DE7732* NAVD 88 ORTHO HEIGHT -   251.658 (meters)      825.65  (feet) ADJUSTED
 DE7732  ______________________________________________________________________
 DE7732  GEOID HEIGHT    -        -36.417 (meters)                     GEOID18
 DE7732  DYNAMIC HEIGHT  -        251.614 (meters)      825.50  (feet) COMP
 DE7732  MODELED GRAVITY -    980,436.5   (mgal)                       NAVD 88
 DE7732
 DE7732  VERT ORDER      -  SECOND    CLASS I
 DE7732
 DE7732.The horizontal coordinates were determined by differentially corrected
 DE7732.hand held GPS observations or other comparable positioning techniques
 DE7732.and have an estimated accuracy of +/- 3 meters.
 DE7732
 DE7732.The orthometric height was determined by differential leveling and
 DE7732.adjusted by the WI DEPT OF TRANSP
 DE7732.in May 2012.
 DE7732
 DE7732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7732.GEOID18 height accuracy estimate available here.
 DE7732
 DE7732.Click photographs - Photos may exist for this station.
 DE7732
 DE7732.The dynamic height is computed by dividing the NAVD 88
 DE7732.geopotential number by the normal gravity value computed on the
 DE7732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7732.degrees latitude (g = 980.6199 gals.).
 DE7732
 DE7732.The modeled gravity was interpolated from observed gravity values.
 DE7732
 DE7732;                    North         East    Units  Estimated Accuracy
 DE7732;SPC WI C     -    57,128.0     674,136.5     MT  (+/- 3 meters HH1 GPS) 
 DE7732
 DE7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3497812124(NAD 83)
 DE7732
 DE7732                          SUPERSEDED SURVEY CONTROL
 DE7732
 DE7732  NAVD 88 (04/20/07)  251.632  (m)          825.56   (f) SUPERSEDED  2 1
 DE7732  NAVD 88 (05/16/03)  251.627  (m)          825.55   (f) SUPERSEDED  2 1
 DE7732
 DE7732.Superseded values are not recommended for survey control.
 DE7732
 DE7732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7732.See file dsdata.pdf to determine how the superseded data were derived.
 DE7732
 DE7732_MARKER: DD = SURVEY DISK
 DE7732_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7732_SP_SET: BRIDGE WING WALL
 DE7732_STAMPING: 4J01 2001
 DE7732_MARK LOGO: WIDT
 DE7732_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7732+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DE7732
 DE7732  HISTORY     - Date     Condition        Report By
 DE7732  HISTORY     - 2001     MONUMENTED       WIDT
 DE7732  HISTORY     - 20030611 GOOD             USPSQD
 DE7732  HISTORY     - 20050622 GOOD             WIDT
 DE7732  HISTORY     - 20051228 GOOD             WIDT
 DE7732
 DE7732                          STATION DESCRIPTION
 DE7732
 DE7732'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7732'THE STATION IS LOCATED ABOUT 53 KM WEST OF APPLETON, 45 KM EAST OF
 DE7732'STEVENS POINT, AND IN THE CITY OF WAUPACA.  OWNERSHIP--WISCONSIN
 DE7732'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DE7732'OF US HIGHWAY 10 WITH STATE HIGHWAY 22 AND STATE HIGHWAY 54 ON THE
 DE7732'SOUTH SIDE OF THE CITY OF WAUPACA, GO NORTH ON STATE HIGHWAY 22 AND
 DE7732'STATE HIGHWAY 54 FOR 0.5 KM TO EVANS STREET, CONTINUE NORTH ON STATE
 DE7732'HIGHWAY 22 AND STATE HIGHWAY 54 FOR 0.2 KM TO BRIDGE --C-68-8-66--
 DE7732'AND THE STATION ON THE RIGHT.     THE DISK IS SET ON THE EAST SIDE OF
 DE7732'THE SOUTH ABUTMENT WINGWALL.  THE STATION IS A BRONZE WISCONSIN
 DE7732'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7732'IN THE TOP OF A BRIDGE ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY
 DE7732'PAVEMENT.  THE STATION IS 6.4 M EAST OF THE CENTERLINE OF STATE
 DE7732'HIGHWAY 22, AND 10 M WEST OF CRYSTAL RIVER DAM.  ---NOTE---THIS
 DE7732'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DE7732'ABOVE THE HORIZON.
 DE7732
 DE7732                          STATION RECOVERY (2003)
 DE7732
 DE7732'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7732'RECOVERED IN GOOD CONDITION.
 DE7732
 DE7732                          STATION RECOVERY (2005)
 DE7732
 DE7732'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7732'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTHWEST OF
 DE7732'A WHITE PLASTIC WITNESS POST.
 DE7732
 DE7732                          STATION RECOVERY (2005)
 DE7732
 DE7732'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DE7732'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7415 ***********************************************************************
 DE7415  DESIGNATION -  4J02
 DE7415  PID         -  DE7415
 DE7415  STATE/COUNTY-  WI/WAUPACA
 DE7415  COUNTRY     -  US
 DE7415  USGS QUAD   -  WAUPACA (2018)
 DE7415
 DE7415                         *CURRENT SURVEY CONTROL
 DE7415  ______________________________________________________________________
 DE7415* NAD 83(1986) POSITION- 44 20 04.37   (N) 089 03 04.05   (W)   HD_HELD1
 DE7415* NAVD 88 ORTHO HEIGHT -   252.467 (meters)      828.30  (feet) ADJUSTED
 DE7415  ______________________________________________________________________
 DE7415  GEOID HEIGHT    -        -36.429 (meters)                     GEOID18
 DE7415  DYNAMIC HEIGHT  -        252.423 (meters)      828.16  (feet) COMP
 DE7415  MODELED GRAVITY -    980,436.7   (mgal)                       NAVD 88
 DE7415
 DE7415  VERT ORDER      -  SECOND    CLASS I
 DE7415
 DE7415.The horizontal coordinates were determined by differentially corrected
 DE7415.hand held GPS observations or other comparable positioning techniques
 DE7415.and have an estimated accuracy of +/- 3 meters.
 DE7415
 DE7415.The orthometric height was determined by differential leveling and
 DE7415.adjusted by the WI DEPT OF TRANSP
 DE7415.in May 2012.
 DE7415
 DE7415.No vertical observational check was made to the station.
 DE7415
 DE7415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7415.GEOID18 height accuracy estimate available here.
 DE7415
 DE7415.Click photographs - Photos may exist for this station.
 DE7415
 DE7415.The dynamic height is computed by dividing the NAVD 88
 DE7415.geopotential number by the normal gravity value computed on the
 DE7415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7415.degrees latitude (g = 980.6199 gals.).
 DE7415
 DE7415.The modeled gravity was interpolated from observed gravity values.
 DE7415
 DE7415;                    North         East    Units  Estimated Accuracy
 DE7415;SPC WI C     -    56,136.1     675,673.9     MT  (+/- 3 meters HH1 GPS) 
 DE7415
 DE7415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3647811077(NAD 83)
 DE7415
 DE7415                          SUPERSEDED SURVEY CONTROL
 DE7415
 DE7415  NAVD 88 (04/20/07)  252.442  (m)          828.22   (f) SUPERSEDED  2 1
 DE7415  NAVD 88 (05/16/03)  252.439  (m)          828.21   (f) SUPERSEDED  2 1
 DE7415
 DE7415.Superseded values are not recommended for survey control.
 DE7415
 DE7415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7415.See file dsdata.pdf to determine how the superseded data were derived.
 DE7415
 DE7415_MARKER: DD = SURVEY DISK
 DE7415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7415_STAMPING: 4J02 2001
 DE7415_MARK LOGO: WIDT
 DE7415_PROJECTION: FLUSH
 DE7415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7415+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DE7415
 DE7415  HISTORY     - Date     Condition        Report By
 DE7415  HISTORY     - 2000     MONUMENTED       WIDT
 DE7415  HISTORY     - 20030702 GOOD             USPSQD
 DE7415  HISTORY     - 2004     GOOD             WIDT
 DE7415  HISTORY     - 20050622 GOOD             WIDT
 DE7415
 DE7415                          STATION DESCRIPTION
 DE7415
 DE7415'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7415'THE STATION IS LOCATED ABOUT 52 KM WEST OF APPLETON, 10 KM WEST OF
 DE7415'WEYAUWEGA AND 3 KM SOUTHEAST OF WAUPACA.  OWNERSHIP--TOWN OF WAUPACA.
 DE7415'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DE7415'HIGHWAY 22 AND STATE HIGHWAY 54 ABOUT 2 KM SOUTH OF THE CITY OF
 DE7415'WAUPACA, GO EAST ON US HIGHWAY 10 FOR 1.9 KM TO COUNTY HIGHWAY A ON
 DE7415'THE RIGHT AND APPLETREE LANE ON THE LEFT, TURN LEFT AND GO NORTH ON
 DE7415'APPLETREE LANE FOR 0.8 KM TO THE STATION ON THE RIGHT.    THE STATION
 DE7415'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7415'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7415'SET TO A DEPTH OF 2.3 M AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE
 DE7415'STATION IS 7.9 M NORTH OF THE CENTERLINE OF APPLETREE LANE, 186 M
 DE7415'WEST OF THE CENTERLINE OF A PRIVATE ENTRANCE, 162 M EAST OF THE
 DE7415'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --E 3443--, 67.9 M EAST OF
 DE7415'THE METAL POST FOR --R/W-- SIGN, AND 1.0 M SOUTH OF A WHITE PLASTIC
 DE7415'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7415'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7415
 DE7415                          STATION RECOVERY (2003)
 DE7415
 DE7415'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7415'RECOVERED IN GOOD CONDITION.
 DE7415
 DE7415                          STATION RECOVERY (2004)
 DE7415
 DE7415'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DE7415'RECOVERED AS DESCRIBED.
 DE7415
 DE7415                          STATION RECOVERY (2005)
 DE7415
 DE7415'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7415'RECOVERED IN GOOD CONDITION.  A NEW TO REACH-- FROM THE JUNCTION OF
 DE7415'STATE HIGHWAY 10 AND COUNTY HIGHWAY A ABOUT 2.4 MILE SOUTHEAST OF
 DE7415'WAUPACA, GO NORTH ON COUNTY HIGHWAY A FOR 0.3 MILE TO APPLE TREE LN.
 DE7415'TURN LEFT AND GO WEST 0.2 MILE ON APPLE TREE LN TO FARM DR. ON THE
 DE7415'LEFT.  CONTINUE WEST ON APPLE TREE LN FOR 0.2 MILE TO THE STATION ON
 DE7415'THE RIGHT.
 DE7415'ADD-- THE STATION IS ABOUT 75 M EAST OF THE EXTENDED CENTERLINE OF
 DE7415'ORCHARD WAY AND 1.0 M SOUTH, 1.0 M NORTHEAST, AND 1.0 M NORTHWEST OF
 DE7415'THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7413 ***********************************************************************
 DE7413  FBN         -  This is a Federal Base Network Control Station.
 DE7413  DESIGNATION -  4J04
 DE7413  PID         -  DE7413
 DE7413  STATE/COUNTY-  WI/WAUPACA
 DE7413  COUNTRY     -  US
 DE7413  USGS QUAD   -  WEYAUWEGA (2018)
 DE7413
 DE7413                         *CURRENT SURVEY CONTROL
 DE7413  ______________________________________________________________________
 DE7413* NAD 83(2011) POSITION- 44 19 34.78200(N) 088 59 39.13895(W)   ADJUSTED
 DE7413* NAD 83(2011) ELLIP HT-   202.339 (meters)        (06/27/12)   ADJUSTED
 DE7413* NAD 83(2011) EPOCH   -  2010.00
 DE7413* NAVD 88 ORTHO HEIGHT -   238.792 (meters)      783.44  (feet) ADJUSTED
 DE7413  ______________________________________________________________________
 DE7413  GEOID HEIGHT    -        -36.458 (meters)                     GEOID18
 DE7413  NAD 83(2011) X  -     80,225.918 (meters)                     COMP
 DE7413  NAD 83(2011) Y  - -4,569,654.391 (meters)                     COMP
 DE7413  NAD 83(2011) Z  -  4,434,244.466 (meters)                     COMP
 DE7413  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 DE7413  DYNAMIC HEIGHT  -        238.751 (meters)      783.30  (feet) COMP
 DE7413  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 DE7413
 DE7413  VERT ORDER      -  SECOND    CLASS I
 DE7413
 DE7413  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7413  Standards:
 DE7413         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7413            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7413  -------------------------------------------------------------------
 DE7413  NETWORK    0.20   0.27           0.09   0.07   0.14      0.08601589
 DE7413  -------------------------------------------------------------------
 DE7413  Click here for local accuracies and other accuracy information.
 DE7413
 DE7413.The horizontal coordinates were established by GPS observations
 DE7413.and adjusted by the National Geodetic Survey in June 2012.
 DE7413
 DE7413.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7413.been affixed to the stable North American tectonic plate. See 
 DE7413.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7413
 DE7413.The horizontal coordinates are valid at the epoch date displayed above
 DE7413.which is a decimal equivalence of Year/Month/Day.
 DE7413
 DE7413.The orthometric height was determined by differential leveling and
 DE7413.adjusted by the WI DEPT OF TRANSP
 DE7413.in May 2012.
 DE7413
 DE7413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7413.GEOID18 height accuracy estimate available here.
 DE7413
 DE7413.Click photographs - Photos may exist for this station.
 DE7413
 DE7413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7413
 DE7413.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7413
 DE7413.The ellipsoidal height was determined by GPS observations
 DE7413.and is referenced to NAD 83.
 DE7413
 DE7413.The dynamic height is computed by dividing the NAVD 88
 DE7413.geopotential number by the normal gravity value computed on the
 DE7413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7413.degrees latitude (g = 980.6199 gals.).
 DE7413
 DE7413.The modeled gravity was interpolated from observed gravity values.
 DE7413
 DE7413. The following values were computed from the NAD 83(2011) position.
 DE7413
 DE7413;                    North         East     Units Scale Factor Converg.
 DE7413;SPC WI C     -    55,277.550   680,224.359   MT  0.99998644   +0 42 34.8
 DE7413;SPC WI C     -   181,356.43  2,231,702.75   sFT  0.99998644   +0 42 34.8
 DE7413;UTM  16      - 4,910,052.362   340,994.483   MT  0.99991094   -1 23 37.4
 DE7413
 DE7413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7413!SPC WI C     -   0.99996827  x   0.99998644  =   0.99995471
 DE7413!UTM  16      -   0.99996827  x   0.99991094  =   0.99987922
 DE7413
 DE7413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4099410052(NAD 83)
 DE7413
 DE7413                          SUPERSEDED SURVEY CONTROL
 DE7413
 DE7413  NAD 83(2007)-  44 19 34.78206(N)    088 59 39.13976(W) AD(2002.00) 0
 DE7413  ELLIP H (02/10/07)  202.373  (m)                       GP(2002.00)    
 DE7413  NAD 83(1997)-  44 19 34.78227(N)    088 59 39.14005(W) AD(       ) B
 DE7413  ELLIP H (02/27/04)  202.364  (m)                       GP(       ) 3 2
 DE7413  NAVD 88             238.77   (m)          783.4    (f) LEVELING    3  
 DE7413  NAVD 88 (04/20/07)  238.771  (m)          783.37   (f) SUPERSEDED  2 1
 DE7413  NAVD 88 (05/16/03)  238.767  (m)          783.35   (f) SUPERSEDED  2 1
 DE7413
 DE7413.Superseded values are not recommended for survey control.
 DE7413
 DE7413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7413.See file dsdata.pdf to determine how the superseded data were derived.
 DE7413
 DE7413_MARKER: DD = SURVEY DISK
 DE7413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7413_STAMPING: 4J04 2001
 DE7413_MARK LOGO: WIDT
 DE7413_PROJECTION: FLUSH
 DE7413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7413+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DE7413
 DE7413  HISTORY     - Date     Condition        Report By
 DE7413  HISTORY     - 2000     MONUMENTED       WIDT
 DE7413  HISTORY     - 20030702 GOOD             USPSQD
 DE7413  HISTORY     - 20040708 GOOD             WIDT
 DE7413  HISTORY     - 20040816 GOOD             WIDT
 DE7413  HISTORY     - 20050622 GOOD             WIDT
 DE7413  HISTORY     - 20060830 GOOD             WIDT
 DE7413
 DE7413                          STATION DESCRIPTION
 DE7413
 DE7413'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7413'THE STATION IS LOCATED ABOUT 47 KM WEST OF APPLETON, 8 KM SOUTHEAST
 DE7413'OF WAUPACA AND 5 KM WEST OF WEYAUWEGA. OWNERSHIP--WISCONSIN
 DE7413'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DE7413'OF US HIGHWAY 10 WITH STATE HIGHWAY 22 AND STATE HIGHWAY 54 ABOUT 2
 DE7413'KM SOUTH OF THE CITY OF WAUPACA, GO EAST ON US HIGHWAY 10 FOR 5.8 KM
 DE7413'TO HARRINGTON ROAD ON THE LEFT, CONTINUE EAST ON US HIGHWAY 10 FOR
 DE7413'0.3 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7413'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7413'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7413'AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 14.8 M
 DE7413'NORTH-NORTHEAST OF THE CENTERLINE OF US HIGHWAY 10, 50.5 M SOUTHEAST
 DE7413'OF A WOOD POST FOR --SPEED LIMIT 55-- SIGN, 36.4 M NORTH-NORTHWEST OF
 DE7413'THE TOP CENTER OF THE NORTHWEST END OF A 2.0 M DIAMETER REINFORCED
 DE7413'CONCRETE CULVERT PIPE, 6 M SOUTH-SOUTHWEST OF A CULTIVATED FIELD, AND
 DE7413'1.0 M SOUTH-SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DE7413'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7413'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7413
 DE7413                          STATION RECOVERY (2003)
 DE7413
 DE7413'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7413'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DE7413'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DE7413
 DE7413                          STATION RECOVERY (2004)
 DE7413
 DE7413'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DE7413'RECOVERED AS DESCRIBED. ---NOTE---1.0 M WEST, SOUTH, NORTHEAST OF
 DE7413'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DE7413
 DE7413                          STATION RECOVERY (2004)
 DE7413
 DE7413'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DE7413'RECOVERED AS DESCRIBED.
 DE7413
 DE7413                          STATION RECOVERY (2005)
 DE7413
 DE7413'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7413'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14.8 M NORTH OF THE
 DE7413'CENTERLINE OF THE TWO WEST BOUND LANES OF US HIGHWAY 10, 1.0 M SOUTH
 DE7413'OF A WHITE PLASTIC WITNESS POST, AND 1.0 M NORTH, 1.0 M SOUTHEAST, AND
 DE7413'1.0 M SOUTHWEST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.  NOTE-- THERE
 DE7413'IS NO --SPEED LIMIT 55-- SIGN PRESENT.
 DE7413
 DE7413                          STATION RECOVERY (2006)
 DE7413
 DE7413'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DE7413'RECOVERED IN GOOD CONDITION.  ---NOTE---THE SPEED LIMIT SIGN POST
 DE7413'REFERENCED IN 2000 HAS BEEN REMOVED AND THE CULTIVATED FIELD IS NOW A
 DE7413'PINE TREE PLANTATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7410 ***********************************************************************
 DE7410  DESIGNATION -  4J06
 DE7410  PID         -  DE7410
 DE7410  STATE/COUNTY-  WI/WAUPACA
 DE7410  COUNTRY     -  US
 DE7410  USGS QUAD   -  WEYAUWEGA (2018)
 DE7410
 DE7410                         *CURRENT SURVEY CONTROL
 DE7410  ______________________________________________________________________
 DE7410* NAD 83(1986) POSITION- 44 16 38.9    (N) 088 58 36.9    (W)   HD_HELD2
 DE7410* NAVD 88 ORTHO HEIGHT -   235.914 (meters)      773.99  (feet) ADJUSTED
 DE7410  ______________________________________________________________________
 DE7410  GEOID HEIGHT    -        -36.476 (meters)                     GEOID18
 DE7410  DYNAMIC HEIGHT  -        235.872 (meters)      773.86  (feet) COMP
 DE7410  MODELED GRAVITY -    980,434.2   (mgal)                       NAVD 88
 DE7410
 DE7410  VERT ORDER      -  SECOND    CLASS I
 DE7410
 DE7410.The horizontal coordinates were established by autonomous hand held GPS
 DE7410.observations and have an estimated accuracy of +/- 10 meters.
 DE7410
 DE7410.The orthometric height was determined by differential leveling and
 DE7410.adjusted by the WI DEPT OF TRANSP
 DE7410.in May 2012.
 DE7410
 DE7410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7410.GEOID18 height accuracy estimate available here.
 DE7410
 DE7410.Click photographs - Photos may exist for this station.
 DE7410
 DE7410.The dynamic height is computed by dividing the NAVD 88
 DE7410.geopotential number by the normal gravity value computed on the
 DE7410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7410.degrees latitude (g = 980.6199 gals.).
 DE7410
 DE7410.The modeled gravity was interpolated from observed gravity values.
 DE7410
 DE7410;                    North         East    Units  Estimated Accuracy
 DE7410;SPC WI C     -    49,866.      681,672.      MT  (+/- 10 meters HH2 GPS)
 DE7410
 DE7410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4224204592(NAD 83)
 DE7410
 DE7410                          SUPERSEDED SURVEY CONTROL
 DE7410
 DE7410  NAVD 88 (04/20/07)  235.891  (m)          773.92   (f) SUPERSEDED  2 1
 DE7410  NAVD 88 (05/16/03)  235.887  (m)          773.91   (f) SUPERSEDED  2 1
 DE7410
 DE7410.Superseded values are not recommended for survey control.
 DE7410
 DE7410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7410.See file dsdata.pdf to determine how the superseded data were derived.
 DE7410
 DE7410_MARKER: DD = SURVEY DISK
 DE7410_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7410_SP_SET: ABUTMENT
 DE7410_STAMPING: 4J06 2001
 DE7410_MARK LOGO: WIDT
 DE7410_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7410+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DE7410
 DE7410  HISTORY     - Date     Condition        Report By
 DE7410  HISTORY     - 2001     MONUMENTED       WIDT
 DE7410  HISTORY     - 20030702 GOOD             USPSQD
 DE7410  HISTORY     - 20050622 GOOD             WIDT
 DE7410
 DE7410                          STATION DESCRIPTION
 DE7410
 DE7410'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7410'THE STATION IS LOCATED ABOUT 52 KM SOUTHEAST OF STEVENS POINT, 50 KM
 DE7410'WEST OF APPLETON, AND 43 KM NORTHWEST OF OSHKOSH. OWNERSHIP--TOWN OF
 DE7410'WEYAUWEGA.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10
 DE7410'AND STATE HIGHWAY 49 WITH OLD STATE HIGHWAY 49 ABOUT 6 KM SOUTH OF
 DE7410'THE CITY OF WEYAUWEGA, GO SOUTH ON OLD STATE HIGHWAY 49 0.1 KM TO
 DE7410'RAILROAD GRADE ROAD ON THE RIGHT, TURN RIGHT AND GO WEST-NORTHWEST ON
 DE7410'RAILROAD GRADE ROAD FOR 2.3 KM TO COUNTY HIGHWAY U, CONTINUE
 DE7410'WEST-NORTHWEST ON RAILROAD GRADE ROAD FOR 1.5 KM TO BRIDGE
 DE7410'--B-68-58-90-- AND THE STATION ON THE RIGHT, THE STATION IS SET IN
 DE7410'THE NORTH END OF THE WEST ABUTMENT.  THE STATION IS BRONZE WISCONSIN
 DE7410'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7410'IN THE TOP OF AN ABUTMENT ABOUT LEVEL WITH THE ROAD PAVEMENT. THE
 DE7410'STATION IS 5.1 M NORTHEAST OF THE CENTERLINE OF RAILROAD GRADE ROAD,
 DE7410'15.1 M WEST OF POWER POLE --50 C2 72-3250--, 0.5 M NORTHEAST OF THE
 DE7410'NORTHEAST METAL GUARDRAIL AND, 2.9 M EAST OF A WHITE PLASTIC WITNESS
 DE7410'POST.  ---NOTE--- THIS STATION HAS VISIBLE OBSTRUCTIONS IN ALL
 DE7410'QUADRANTS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7410
 DE7410                          STATION RECOVERY (2003)
 DE7410
 DE7410'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7410'RECOVERED IN GOOD CONDITION.
 DE7410
 DE7410                          STATION RECOVERY (2005)
 DE7410
 DE7410'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7409 ***********************************************************************
 DE7409  DESIGNATION -  4J07
 DE7409  PID         -  DE7409
 DE7409  STATE/COUNTY-  WI/WAUPACA
 DE7409  COUNTRY     -  US
 DE7409  USGS QUAD   -  WEYAUWEGA (2018)
 DE7409
 DE7409                         *CURRENT SURVEY CONTROL
 DE7409  ______________________________________________________________________
 DE7409* NAD 83(1986) POSITION- 44 16 25.4    (N) 088 57 35.2    (W)   HD_HELD2
 DE7409* NAVD 88 ORTHO HEIGHT -   246.841 (meters)      809.84  (feet) ADJUSTED
 DE7409  ______________________________________________________________________
 DE7409  GEOID HEIGHT    -        -36.488 (meters)                     GEOID18
 DE7409  DYNAMIC HEIGHT  -        246.796 (meters)      809.70  (feet) COMP
 DE7409  MODELED GRAVITY -    980,434.2   (mgal)                       NAVD 88
 DE7409
 DE7409  VERT ORDER      -  SECOND    CLASS I
 DE7409
 DE7409.The horizontal coordinates were established by autonomous hand held GPS
 DE7409.observations and have an estimated accuracy of +/- 10 meters.
 DE7409
 DE7409.The orthometric height was determined by differential leveling and
 DE7409.adjusted by the WI DEPT OF TRANSP
 DE7409.in May 2012.
 DE7409
 DE7409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7409.GEOID18 height accuracy estimate available here.
 DE7409
 DE7409.Click photographs - Photos may exist for this station.
 DE7409
 DE7409.The dynamic height is computed by dividing the NAVD 88
 DE7409.geopotential number by the normal gravity value computed on the
 DE7409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7409.degrees latitude (g = 980.6199 gals.).
 DE7409
 DE7409.The modeled gravity was interpolated from observed gravity values.
 DE7409
 DE7409;                    North         East    Units  Estimated Accuracy
 DE7409;SPC WI C     -    49,467.      683,045.      MT  (+/- 10 meters HH2 GPS)
 DE7409
 DE7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4359904142(NAD 83)
 DE7409
 DE7409                          SUPERSEDED SURVEY CONTROL
 DE7409
 DE7409  NAVD 88 (04/20/07)  246.817  (m)          809.77   (f) SUPERSEDED  2 1
 DE7409  NAVD 88 (05/16/03)  246.813  (m)          809.75   (f) SUPERSEDED  2 1
 DE7409
 DE7409.Superseded values are not recommended for survey control.
 DE7409
 DE7409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7409.See file dsdata.pdf to determine how the superseded data were derived.
 DE7409
 DE7409_MARKER: DD = SURVEY DISK
 DE7409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7409_STAMPING: 4J07 2001
 DE7409_MARK LOGO: WIDT
 DE7409_PROJECTION: FLUSH
 DE7409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7409+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DE7409
 DE7409  HISTORY     - Date     Condition        Report By
 DE7409  HISTORY     - 2000     MONUMENTED       WIDT
 DE7409  HISTORY     - 20030702 GOOD             USPSQD
 DE7409  HISTORY     - 20050622 GOOD             WIDT
 DE7409
 DE7409                          STATION DESCRIPTION
 DE7409
 DE7409'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7409'THE STATION IS LOCATED ABOUT 43 KM WEST OF APPLETON, 13 KM SOUTHEAST
 DE7409'OF WAUPACA AND 8 KM WEST-NORTHWEST OF FREMONT. OWNERSHIP--WAUPACA
 DE7409'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 AND
 DE7409'STATE HIGHWAY 110 WITH OLD STATE HIGHWAY 49 ABOUT 5 KM SOUTH OF THE
 DE7409'CITY OF WEYAUWEGA, GO SOUTH ON STATE HIGHWAY 49 FOR 0.1 KM TO
 DE7409'RAILROAD GRADE ROAD ON THE RIGHT, TURN RIGHT AND GO WEST-NORTHWEST ON
 DE7409'RAILROAD GRADE ROAD FOR 2.6 KM TO COUNTY HIGHWAY U AND THE STATION ON
 DE7409'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7409'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7409'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7409'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.1 M WEST-NORTHWEST
 DE7409'OF THE CENTERLINE OF COUNTY HIGHWAY U, 65 M NORTH-NORTHEAST OF THE
 DE7409'CENTERLINE OF RAILROAD GRADE ROAD, 64.5 M SOUTHEAST OF A WOOD POST
 DE7409'FOR --SPEED LIMIT 45-- SIGN, 34.2 M SOUTHWEST OF A POWER POLE --40-5
 DE7409'88-22775--, 17.0 M WEST-NORTHWEST OF THE TOP CENTER OF TELEPHONE
 DE7409'PEDESTAL --201151--, AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7409'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7409'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7409
 DE7409                          STATION RECOVERY (2003)
 DE7409
 DE7409'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7409'RECOVERED IN GOOD CONDITION.
 DE7409
 DE7409                          STATION RECOVERY (2005)
 DE7409
 DE7409'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7409'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS 11 CM BELOW GROUND
 DE7409'LEVEL AND THE STATION IS 1.0 M EAST, 1.0 M SOUTH, AND 1.0 M NORTH OF
 DE7409'THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7408 ***********************************************************************
 DE7408  DESIGNATION -  4J08
 DE7408  PID         -  DE7408
 DE7408  STATE/COUNTY-  WI/WAUPACA
 DE7408  COUNTRY     -  US
 DE7408  USGS QUAD   -  WEYAUWEGA (2018)
 DE7408
 DE7408                         *CURRENT SURVEY CONTROL
 DE7408  ______________________________________________________________________
 DE7408* NAD 83(1986) POSITION- 44 16 11.8    (N) 088 56 27.0    (W)   HD_HELD2
 DE7408* NAVD 88 ORTHO HEIGHT -   236.848 (meters)      777.06  (feet) ADJUSTED
 DE7408  ______________________________________________________________________
 DE7408  GEOID HEIGHT    -        -36.501 (meters)                     GEOID18
 DE7408  DYNAMIC HEIGHT  -        236.805 (meters)      776.92  (feet) COMP
 DE7408  MODELED GRAVITY -    980,433.6   (mgal)                       NAVD 88
 DE7408
 DE7408  VERT ORDER      -  SECOND    CLASS I
 DE7408
 DE7408.The horizontal coordinates were established by autonomous hand held GPS
 DE7408.observations and have an estimated accuracy of +/- 10 meters.
 DE7408
 DE7408.The orthometric height was determined by differential leveling and
 DE7408.adjusted by the WI DEPT OF TRANSP
 DE7408.in May 2012.
 DE7408
 DE7408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7408.GEOID18 height accuracy estimate available here.
 DE7408
 DE7408.Click photographs - Photos may exist for this station.
 DE7408
 DE7408.The dynamic height is computed by dividing the NAVD 88
 DE7408.geopotential number by the normal gravity value computed on the
 DE7408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7408.degrees latitude (g = 980.6199 gals.).
 DE7408
 DE7408.The modeled gravity was interpolated from observed gravity values.
 DE7408
 DE7408;                    North         East    Units  Estimated Accuracy
 DE7408;SPC WI C     -    49,067.      684,563.      MT  (+/- 10 meters HH2 GPS)
 DE7408
 DE7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4510103687(NAD 83)
 DE7408
 DE7408                          SUPERSEDED SURVEY CONTROL
 DE7408
 DE7408  NAVD 88 (04/20/07)  236.824  (m)          776.98   (f) SUPERSEDED  2 1
 DE7408  NAVD 88 (05/16/03)  236.820  (m)          776.97   (f) SUPERSEDED  2 1
 DE7408
 DE7408.Superseded values are not recommended for survey control.
 DE7408
 DE7408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7408.See file dsdata.pdf to determine how the superseded data were derived.
 DE7408
 DE7408_MARKER: DD = SURVEY DISK
 DE7408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7408_STAMPING: 4J08 2001
 DE7408_MARK LOGO: WIDT
 DE7408_PROJECTION: FLUSH
 DE7408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7408+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DE7408
 DE7408  HISTORY     - Date     Condition        Report By
 DE7408  HISTORY     - 2000     MONUMENTED       WIDT
 DE7408  HISTORY     - 20030702 GOOD             USPSQD
 DE7408  HISTORY     - 20050622 GOOD             WIDT
 DE7408
 DE7408                          STATION DESCRIPTION
 DE7408
 DE7408'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7408'THE STATION IS LOCATED ABOUT 40 KM WEST OF APPLETON, 14 KM SOUTHEAST
 DE7408'OF WAUPACA AND 8 KM WEST OF FREMONT. OWNERSHIP--WISCONSIN DEPARTMENT
 DE7408'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US
 DE7408'HIGHWAY 10 AND STATE HIGHWAY 110 WITH OLD STATE HIGHWAY 49 SOUTH
 DE7408'ABOUT 5 KM SOUTH OF THE CITY OF WEYAUWEGA, GO SOUTH ON STATE HIGHWAY
 DE7408'49 FOR 0.1 KM TO RAILROAD GRADE ROAD ON THE RIGHT, TURN RIGHT AND GO
 DE7408'WEST-NORTHWEST ON RAILROAD GRADE ROAD FOR 1.0 KM TO THE STATION ON
 DE7408'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7408'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7408'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7408'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.3 M SOUTH OF THE
 DE7408'CENTERLINE OF RAILROAD GRADE ROAD, 74 M WEST OF THE EXTENDED
 DE7408'CENTERLINE OF PRIVATE ENTRANCE --E5732--, 33.8 M SOUTHEAST OF A POWER
 DE7408'POLE --72-2766--, 3 M NORTH OF A CULTIVATED FIELD, AND 1.0 M NORTH OF
 DE7408'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7408'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7408
 DE7408                          STATION RECOVERY (2003)
 DE7408
 DE7408'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7408'RECOVERED IN GOOD CONDITION.
 DE7408
 DE7408                          STATION RECOVERY (2005)
 DE7408
 DE7408'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7408'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DE7408'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7457 ***********************************************************************
 DE7457  DESIGNATION -  4J09
 DE7457  PID         -  DE7457
 DE7457  STATE/COUNTY-  WI/WAUPACA
 DE7457  COUNTRY     -  US
 DE7457  USGS QUAD   -  WEYAUWEGA (2018)
 DE7457
 DE7457                         *CURRENT SURVEY CONTROL
 DE7457  ______________________________________________________________________
 DE7457* NAD 83(1986) POSITION- 44 15 43.9    (N) 088 54 37.7    (W)   HD_HELD2
 DE7457* NAVD 88 ORTHO HEIGHT -   232.930 (meters)      764.20  (feet) ADJUSTED
 DE7457  ______________________________________________________________________
 DE7457  GEOID HEIGHT    -        -36.521 (meters)                     GEOID18
 DE7457  DYNAMIC HEIGHT  -        232.887 (meters)      764.06  (feet) COMP
 DE7457  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 DE7457
 DE7457  VERT ORDER      -  SECOND    CLASS I
 DE7457
 DE7457.The horizontal coordinates were established by autonomous hand held GPS
 DE7457.observations and have an estimated accuracy of +/- 10 meters.
 DE7457
 DE7457.The orthometric height was determined by differential leveling and
 DE7457.adjusted by the WI DEPT OF TRANSP
 DE7457.in May 2012.
 DE7457
 DE7457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7457.GEOID18 height accuracy estimate available here.
 DE7457
 DE7457.Click photographs - Photos may exist for this station.
 DE7457
 DE7457.The dynamic height is computed by dividing the NAVD 88
 DE7457.geopotential number by the normal gravity value computed on the
 DE7457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7457.degrees latitude (g = 980.6199 gals.).
 DE7457
 DE7457.The modeled gravity was interpolated from observed gravity values.
 DE7457
 DE7457;                    North         East    Units  Estimated Accuracy
 DE7457;SPC WI C     -    48,238.      686,998.      MT  (+/- 10 meters HH2 GPS)
 DE7457
 DE7457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4750402769(NAD 83)
 DE7457
 DE7457                          SUPERSEDED SURVEY CONTROL
 DE7457
 DE7457  NAVD 88 (04/20/07)  232.905  (m)          764.12   (f) SUPERSEDED  2 1
 DE7457  NAVD 88 (05/16/03)  232.901  (m)          764.11   (f) SUPERSEDED  2 1
 DE7457
 DE7457.Superseded values are not recommended for survey control.
 DE7457
 DE7457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7457.See file dsdata.pdf to determine how the superseded data were derived.
 DE7457
 DE7457_MARKER: DD = SURVEY DISK
 DE7457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7457_STAMPING: 4J09 2001
 DE7457_MARK LOGO: WIDT
 DE7457_PROJECTION: FLUSH
 DE7457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7457+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DE7457
 DE7457  HISTORY     - Date     Condition        Report By
 DE7457  HISTORY     - 2000     MONUMENTED       WIDT
 DE7457  HISTORY     - 20030702 GOOD             USPSQD
 DE7457  HISTORY     - 20050622 GOOD             WIDT
 DE7457  HISTORY     - 20060812 GOOD             USPSQD
 DE7457
 DE7457                          STATION DESCRIPTION
 DE7457
 DE7457'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7457'THE STATION IS LOCATED ABOUT 40 KM WEST OF APPLETON, 7 KM
 DE7457'SOUTH-SOUTHEAST OF WEYAUWEGA AND 3 KM WEST OF FREMONT.
 DE7457'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7457'STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 49
 DE7457'ABOUT 3 KM WEST OF THE VILLAGE OF FREMONT, GO SOUTH ON STATE HIGHWAY
 DE7457'49 FOR 0.1 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DE7457'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7457'STATION DISK SET IN THE TOP OF A 41-CM CONCRETE POST SET TO A DEPTH
 DE7457'OF 2.4 M AND ABOUT 2 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS
 DE7457'48.9 M EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF STATE
 DE7457'HIGHWAY 49, 26.8 M SOUTH OF THE CENTERLINE OF THE EASTBOUND ON-RAMP
 DE7457'TO US HIGHWAY 10, 41.2 M NORTHEAST OF A YELLOW --R/W-- POST, 2.4 M
 DE7457'NORTH OF A YELLOW --R/W-- POST, AND 1.0 M NORTH OF A WHITE PLASTIC
 DE7457'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7457'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DE7457
 DE7457                          STATION RECOVERY (2003)
 DE7457
 DE7457'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7457'RECOVERED IN GOOD CONDITION.
 DE7457
 DE7457                          STATION RECOVERY (2005)
 DE7457
 DE7457'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7457'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DE7457'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7457
 DE7457                          STATION RECOVERY (2006)
 DE7457
 DE7457'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7456 ***********************************************************************
 DE7456  DESIGNATION -  4J10
 DE7456  PID         -  DE7456
 DE7456  STATE/COUNTY-  WI/WAUPACA
 DE7456  COUNTRY     -  US
 DE7456  USGS QUAD   -  WEYAUWEGA (2018)
 DE7456
 DE7456                         *CURRENT SURVEY CONTROL
 DE7456  ______________________________________________________________________
 DE7456* NAD 83(1986) POSITION- 44 15 43.1    (N) 088 53 50.5    (W)   HD_HELD2
 DE7456* NAVD 88 ORTHO HEIGHT -   235.368 (meters)      772.20  (feet) ADJUSTED
 DE7456  ______________________________________________________________________
 DE7456  GEOID HEIGHT    -        -36.527 (meters)                     GEOID18
 DE7456  DYNAMIC HEIGHT  -        235.325 (meters)      772.06  (feet) COMP
 DE7456  MODELED GRAVITY -    980,431.8   (mgal)                       NAVD 88
 DE7456
 DE7456  VERT ORDER      -  SECOND    CLASS I
 DE7456
 DE7456.The horizontal coordinates were established by autonomous hand held GPS
 DE7456.observations and have an estimated accuracy of +/- 10 meters.
 DE7456
 DE7456.The orthometric height was determined by differential leveling and
 DE7456.adjusted by the WI DEPT OF TRANSP
 DE7456.in May 2012.
 DE7456
 DE7456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7456.GEOID18 height accuracy estimate available here.
 DE7456
 DE7456.Click photographs - Photos may exist for this station.
 DE7456
 DE7456.The dynamic height is computed by dividing the NAVD 88
 DE7456.geopotential number by the normal gravity value computed on the
 DE7456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7456.degrees latitude (g = 980.6199 gals.).
 DE7456
 DE7456.The modeled gravity was interpolated from observed gravity values.
 DE7456
 DE7456;                    North         East    Units  Estimated Accuracy
 DE7456;SPC WI C     -    48,227.      688,046.      MT  (+/- 10 meters HH2 GPS)
 DE7456
 DE7456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4855002720(NAD 83)
 DE7456
 DE7456                          SUPERSEDED SURVEY CONTROL
 DE7456
 DE7456  NAVD 88 (04/20/07)  235.344  (m)          772.12   (f) SUPERSEDED  2 1
 DE7456  NAVD 88 (05/16/03)  235.339  (m)          772.11   (f) SUPERSEDED  2 1
 DE7456
 DE7456.Superseded values are not recommended for survey control.
 DE7456
 DE7456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7456.See file dsdata.pdf to determine how the superseded data were derived.
 DE7456
 DE7456_MARKER: DD = SURVEY DISK
 DE7456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7456_STAMPING: 4J10 2001
 DE7456_MARK LOGO: WIDT
 DE7456_PROJECTION: FLUSH
 DE7456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7456+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DE7456
 DE7456  HISTORY     - Date     Condition        Report By
 DE7456  HISTORY     - 2000     MONUMENTED       WIDT
 DE7456  HISTORY     - 20030702 GOOD             USPSQD
 DE7456  HISTORY     - 20050622 GOOD             WIDT
 DE7456  HISTORY     - 20060812 GOOD             USPSQD
 DE7456
 DE7456                          STATION DESCRIPTION
 DE7456
 DE7456'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7456'THE STATION IS LOCATED ABOUT 40 KM WEST OF APPLETON, 7 KM
 DE7456'SOUTH-SOUTHWEST OF WEYAUWEGA AND 3 KM WEST OF FREMONT.
 DE7456'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7456'STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 49
 DE7456'ABOUT 3 KM WEST OF FREMONT, GO EAST ON US HIGHWAY 10 FOR 1.1 KM TO
 DE7456'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7456'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7456'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7456'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 31.3 M
 DE7456'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF US HIGHWAY 10, 79.2
 DE7456'M WEST OF A YELLOW --R/W-- POST, 16 M NORTH OF THE CENTERLINE OF A
 DE7456'FIELD ROAD, 2.1 M NORTH OF A YELLOW WOOD --R/W-- POST, AND 1.0 M
 DE7456'NORTH OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO
 DE7456'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DE7456'HORIZON.
 DE7456
 DE7456                          STATION RECOVERY (2003)
 DE7456
 DE7456'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7456'RECOVERED IN GOOD CONDITION.
 DE7456
 DE7456                          STATION RECOVERY (2005)
 DE7456
 DE7456'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7456'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DE7456'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7456
 DE7456                          STATION RECOVERY (2006)
 DE7456
 DE7456'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7456'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7733 ***********************************************************************
 DE7733  DESIGNATION -  4J11
 DE7733  PID         -  DE7733
 DE7733  STATE/COUNTY-  WI/WAUPACA
 DE7733  COUNTRY     -  US
 DE7733  USGS QUAD   -  WEYAUWEGA (2018)
 DE7733
 DE7733                         *CURRENT SURVEY CONTROL
 DE7733  ______________________________________________________________________
 DE7733* NAD 83(1986) POSITION- 44 15 28.4    (N) 088 52 52.6    (W)   HD_HELD2
 DE7733* NAVD 88 ORTHO HEIGHT -   239.384 (meters)      785.38  (feet) ADJUSTED
 DE7733  ______________________________________________________________________
 DE7733  GEOID HEIGHT    -        -36.533 (meters)                     GEOID18
 DE7733  DYNAMIC HEIGHT  -        239.340 (meters)      785.23  (feet) COMP
 DE7733  MODELED GRAVITY -    980,431.4   (mgal)                       NAVD 88
 DE7733
 DE7733  VERT ORDER      -  SECOND    CLASS I
 DE7733
 DE7733.The horizontal coordinates were established by autonomous hand held GPS
 DE7733.observations and have an estimated accuracy of +/- 10 meters.
 DE7733
 DE7733.The orthometric height was determined by differential leveling and
 DE7733.adjusted by the WI DEPT OF TRANSP
 DE7733.in May 2012.
 DE7733
 DE7733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7733.GEOID18 height accuracy estimate available here.
 DE7733
 DE7733.Click photographs - Photos may exist for this station.
 DE7733
 DE7733.The dynamic height is computed by dividing the NAVD 88
 DE7733.geopotential number by the normal gravity value computed on the
 DE7733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7733.degrees latitude (g = 980.6199 gals.).
 DE7733
 DE7733.The modeled gravity was interpolated from observed gravity values.
 DE7733
 DE7733;                    North         East    Units  Estimated Accuracy
 DE7733;SPC WI C     -    47,791.      689,336.      MT  (+/- 10 meters HH2 GPS)
 DE7733
 DE7733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4982402237(NAD 83)
 DE7733
 DE7733                          SUPERSEDED SURVEY CONTROL
 DE7733
 DE7733  NAVD 88 (04/20/07)  239.359  (m)          785.30   (f) SUPERSEDED  2 1
 DE7733  NAVD 88 (05/16/03)  239.355  (m)          785.28   (f) SUPERSEDED  2 1
 DE7733
 DE7733.Superseded values are not recommended for survey control.
 DE7733
 DE7733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7733.See file dsdata.pdf to determine how the superseded data were derived.
 DE7733
 DE7733_MARKER: DD = SURVEY DISK
 DE7733_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7733_SP_SET: PARAPET WALL
 DE7733_STAMPING: 4J11 2001
 DE7733_MARK LOGO: WIDT
 DE7733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7733+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DE7733
 DE7733  HISTORY     - Date     Condition        Report By
 DE7733  HISTORY     - 2001     MONUMENTED       WIDT
 DE7733  HISTORY     - 20030702 GOOD             USPSQD
 DE7733  HISTORY     - 20050622 GOOD             WIDT
 DE7733  HISTORY     - 20060812 GOOD             USPSQD
 DE7733
 DE7733                          STATION DESCRIPTION
 DE7733
 DE7733'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7733'THE STATION IS LOCATED ABOUT 37 KM WEST OF APPLETON AND 20 KM
 DE7733'SOUTHEAST OF WAUPACA. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7733'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7733'10 AND STATE HIGHWAY 110 NORTH WITH STATE HIGHWAY 110 SOUTH ABOUT 2
 DE7733'KM EAST OF THE VILLAGE OF FREMONT, GO WEST ON US HIGHWAY 10 AND STATE
 DE7733'HIGHWAY 110 NORTH FOR 2.7 KM TO BRIDGE B-68-96-99 OVER WEST STREET
 DE7733'AND THE STATION ON THE LEFT. THE STATION IS SET IN THE SOUTH PARAPET
 DE7733'WALL OF THE WEST ABUTMENT OF THE EASTBOUND LANES. THE STATION IS A
 DE7733'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7733'STATION DISK SET IN THE PARAPET WALL ABOUT 80-CM ABOVE THE GROUND AND
 DE7733'80-CM ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 7.1 M SOUTH OF THE
 DE7733'CENTERLINE OF THE EASTBOUND LANES OF US HIGHWAY 10 AND STATE HIGHWAY
 DE7733'110 NORTH, AND 26 M WEST OF THE CENTERLINE OF WEST STREET.
 DE7733'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7733'THAN 10 DEGREES ABOVE THE HORIZON.
 DE7733
 DE7733                          STATION RECOVERY (2003)
 DE7733
 DE7733'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7733'.
 DE7733
 DE7733                          STATION RECOVERY (2005)
 DE7733
 DE7733'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7733'RECOVERED IN GOOD CONDITION.
 DE7733
 DE7733                          STATION RECOVERY (2006)
 DE7733
 DE7733'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7735 ***********************************************************************
 DE7735  DESIGNATION -  4J12
 DE7735  PID         -  DE7735
 DE7735  STATE/COUNTY-  WI/WAUPACA
 DE7735  COUNTRY     -  US
 DE7735  USGS QUAD   -  READFIELD (2018)
 DE7735
 DE7735                         *CURRENT SURVEY CONTROL
 DE7735  ______________________________________________________________________
 DE7735* NAD 83(1986) POSITION- 44 15 12.1    (N) 088 51 56.5    (W)   HD_HELD2
 DE7735* NAVD 88 ORTHO HEIGHT -   238.483 (meters)      782.42  (feet) ADJUSTED
 DE7735  ______________________________________________________________________
 DE7735  GEOID HEIGHT    -        -36.538 (meters)                     GEOID18
 DE7735  DYNAMIC HEIGHT  -        238.439 (meters)      782.28  (feet) COMP
 DE7735  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 DE7735
 DE7735  VERT ORDER      -  SECOND    CLASS I
 DE7735
 DE7735.The horizontal coordinates were established by autonomous hand held GPS
 DE7735.observations and have an estimated accuracy of +/- 10 meters.
 DE7735
 DE7735.The orthometric height was determined by differential leveling and
 DE7735.adjusted by the WI DEPT OF TRANSP
 DE7735.in May 2012.
 DE7735
 DE7735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7735.GEOID18 height accuracy estimate available here.
 DE7735
 DE7735.Click photographs - Photos may exist for this station.
 DE7735
 DE7735.The dynamic height is computed by dividing the NAVD 88
 DE7735.geopotential number by the normal gravity value computed on the
 DE7735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7735.degrees latitude (g = 980.6199 gals.).
 DE7735
 DE7735.The modeled gravity was interpolated from observed gravity values.
 DE7735
 DE7735;                    North         East    Units  Estimated Accuracy
 DE7735;SPC WI C     -    47,306.      690,587.      MT  (+/- 10 meters HH2 GPS)
 DE7735
 DE7735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5105601706(NAD 83)
 DE7735
 DE7735                          SUPERSEDED SURVEY CONTROL
 DE7735
 DE7735  NAVD 88 (04/20/07)  238.458  (m)          782.34   (f) SUPERSEDED  2 1
 DE7735  NAVD 88 (05/16/03)  238.454  (m)          782.33   (f) SUPERSEDED  2 1
 DE7735
 DE7735.Superseded values are not recommended for survey control.
 DE7735
 DE7735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7735.See file dsdata.pdf to determine how the superseded data were derived.
 DE7735
 DE7735_MARKER: DD = SURVEY DISK
 DE7735_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7735_SP_SET: PARAPET WALL
 DE7735_STAMPING: 4J12 2001
 DE7735_MARK LOGO: WIDT
 DE7735_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7735+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DE7735
 DE7735  HISTORY     - Date     Condition        Report By
 DE7735  HISTORY     - 2001     MONUMENTED       WIDT
 DE7735  HISTORY     - 20030702 GOOD             USPSQD
 DE7735  HISTORY     - 20050622 GOOD             WIDT
 DE7735  HISTORY     - 20060812 GOOD             USPSQD
 DE7735
 DE7735                          STATION DESCRIPTION
 DE7735
 DE7735'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7735'THE STATION IS LOCATED ABOUT 34 KM NORTHWEST OF OSHKOSH AND 21 KM
 DE7735'SOUTHEAST OF WAUPACA. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7735'TRANSPORTATION. TO REACH THE STATION FROM THE SOUTH JUNCTION OF US
 DE7735'HIGHWAY 10 AND STATE HIGHWAY 110 NORTH WITH STATE HIGHWAY 110 SOUTH
 DE7735'ABOUT 1.6 KM EAST OF THE VILLAGE OF FREMONT, GO WEST ON US HIGHWAY 10
 DE7735'AND STATE HIGHWAY 110 NORTH FOR 1.3 KM TO BRIDGE B-68-89-00 OVER THE
 DE7735'WOLF RIVER AND COUNTY HIGHWAY H AND THE STATION ON THE LEFT. THE DISK
 DE7735'IS SET IN THE SOUTH PARAPET WALL OF THE WEST ABUTMENT OF THE
 DE7735'EASTBOUND LANES. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7735'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7735'A PARAPET WALL PROJECTING 80-CM ABOVE THE GROUND AND ABOUT 80-CM
 DE7735'ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 7.0 M SOUTH OF THE
 DE7735'CENTERLINE OF THE EASTBOUND LANES OF US HIGHWAY 10 AND STATE HIGHWAY
 DE7735'110 SOUTH, AND 24 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY H.
 DE7735'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7735'THAN 10 DEGREES ABOVE THE HORIZON.  ---NOTE2---THIS STATION HAS NO
 DE7735'WITNESS POSTS.
 DE7735
 DE7735                          STATION RECOVERY (2003)
 DE7735
 DE7735'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7735'RECOVERED IN GOOD CONDITION.
 DE7735
 DE7735                          STATION RECOVERY (2005)
 DE7735
 DE7735'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7735'RECOVERED IN GOOD CONDITION.
 DE7735
 DE7735                          STATION RECOVERY (2006)
 DE7735
 DE7735'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7734 ***********************************************************************
 DE7734  DESIGNATION -  4J13
 DE7734  PID         -  DE7734
 DE7734  STATE/COUNTY-  WI/WAUPACA
 DE7734  COUNTRY     -  US
 DE7734  USGS QUAD   -  LAKE POYGAN (2018)
 DE7734
 DE7734                         *CURRENT SURVEY CONTROL
 DE7734  ______________________________________________________________________
 DE7734* NAD 83(1986) POSITION- 44 14 39.1    (N) 088 51 01.7    (W)   HD_HELD2
 DE7734* NAVD 88 ORTHO HEIGHT -   230.084 (meters)      754.87  (feet) ADJUSTED
 DE7734  ______________________________________________________________________
 DE7734  GEOID HEIGHT    -        -36.543 (meters)                     GEOID18
 DE7734  DYNAMIC HEIGHT  -        230.042 (meters)      754.73  (feet) COMP
 DE7734  MODELED GRAVITY -    980,429.3   (mgal)                       NAVD 88
 DE7734
 DE7734  VERT ORDER      -  SECOND    CLASS I
 DE7734
 DE7734.The horizontal coordinates were established by autonomous hand held GPS
 DE7734.observations and have an estimated accuracy of +/- 10 meters.
 DE7734
 DE7734.The orthometric height was determined by differential leveling and
 DE7734.adjusted by the WI DEPT OF TRANSP
 DE7734.in May 2012.
 DE7734
 DE7734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7734.GEOID18 height accuracy estimate available here.
 DE7734
 DE7734.Click photographs - Photos may exist for this station.
 DE7734
 DE7734.The dynamic height is computed by dividing the NAVD 88
 DE7734.geopotential number by the normal gravity value computed on the
 DE7734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7734.degrees latitude (g = 980.6199 gals.).
 DE7734
 DE7734.The modeled gravity was interpolated from observed gravity values.
 DE7734
 DE7734;                    North         East    Units  Estimated Accuracy
 DE7734;SPC WI C     -    46,304.      691,817.      MT  (+/- 10 meters HH2 GPS)
 DE7734
 DE7734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5224900660(NAD 83)
 DE7734
 DE7734                          SUPERSEDED SURVEY CONTROL
 DE7734
 DE7734  NAVD 88 (04/20/07)  230.059  (m)          754.79   (f) SUPERSEDED  2 1
 DE7734  NAVD 88 (05/16/03)  230.056  (m)          754.78   (f) SUPERSEDED  2 1
 DE7734
 DE7734.Superseded values are not recommended for survey control.
 DE7734
 DE7734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7734.See file dsdata.pdf to determine how the superseded data were derived.
 DE7734
 DE7734_MARKER: DD = SURVEY DISK
 DE7734_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7734_SP_SET: BRIDGE ABUTMENT
 DE7734_STAMPING: 4J13 2001
 DE7734_MARK LOGO: WIDT
 DE7734_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7734+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DE7734
 DE7734  HISTORY     - Date     Condition        Report By
 DE7734  HISTORY     - 2001     MONUMENTED       WIDT
 DE7734  HISTORY     - 20030702 GOOD             USPSQD
 DE7734  HISTORY     - 20050622 GOOD             WIDT
 DE7734
 DE7734                          STATION DESCRIPTION
 DE7734
 DE7734'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7734'THE STATION IS LOCATED ABOUT 66 KM SOUTHEAST OF STEVENS POINT, 35 KM
 DE7734'WEST OF APPLETON AND 23 KM SOUTH OF WAUPACA. OWNERSHIP--WISCONSIN
 DE7734'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DE7734'OF US HIGHWAY 10 AND STATE HIGHWAY 110 NORTH WITH STATE HIGHWAY 110
 DE7734'SOUTH ABOUT 2 KM EAST OF THE VILLAGE OF FREMONT, GO SOUTH ON STATE
 DE7734'HIGHWAY 110 FOR 1.0 KM TO BRIDGE B-68-78-96 AND THE STATION ON THE
 DE7734'RIGHT. THE STATION IS SET IN THE WEST END OF THE SOUTH ABUTMENT. THE
 DE7734'STATION IS BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7734'SURVEY CONTROL STATION DISK SET IN THE TOP OF A BRIDGE ABUTMENT AND
 DE7734'ABOUT LEVEL WITH THE HIGHWAY. THE STATION IS 7.1 M WEST OF THE
 DE7734'CENTERLINE OF STATE HIGHWAY 110, 90 M NORTH OF PRIVATE ENTRANCE
 DE7734'--N125--, AND 0.3 M WEST OF A GAURDRAIL.  ---NOTE---THIS STATION HAS
 DE7734'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7734'HORIZON.  ---NOTE2---THIS STATION HAS NO WITNESS POSTS.
 DE7734
 DE7734                          STATION RECOVERY (2003)
 DE7734
 DE7734'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7734'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.1 MILE SOUTH OF
 DE7734'OLD HIGHWAY 10 AND 0.7 MILE SOUTH OF NEW HIGHWAY 10.
 DE7734
 DE7734                          STATION RECOVERY (2005)
 DE7734
 DE7734'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7734'RECOVERED IN GOOD CONDITION.  NOTE-- STATE HIGHWAY 110 SOUTH OF US
 DE7734'HIGHWAY 10 IS NAMED COUNTY HIGHWAY II.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7454 ***********************************************************************
 DE7454  DESIGNATION -  4J14
 DE7454  PID         -  DE7454
 DE7454  STATE/COUNTY-  WI/WINNEBAGO
 DE7454  COUNTRY     -  US
 DE7454  USGS QUAD   -  LAKE POYGAN (2018)
 DE7454
 DE7454                         *CURRENT SURVEY CONTROL
 DE7454  ______________________________________________________________________
 DE7454* NAD 83(1986) POSITION- 44 13 36.4    (N) 088 49 10.5    (W)   HD_HELD2
 DE7454* NAVD 88 ORTHO HEIGHT -   231.285 (meters)      758.81  (feet) ADJUSTED
 DE7454  ______________________________________________________________________
 DE7454  GEOID HEIGHT    -        -36.547 (meters)                     GEOID18
 DE7454  DYNAMIC HEIGHT  -        231.242 (meters)      758.67  (feet) COMP
 DE7454  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 DE7454
 DE7454  VERT ORDER      -  SECOND    CLASS I
 DE7454
 DE7454.The horizontal coordinates were established by autonomous hand held GPS
 DE7454.observations and have an estimated accuracy of +/- 10 meters.
 DE7454
 DE7454.The orthometric height was determined by differential leveling and
 DE7454.adjusted by the WI DEPT OF TRANSP
 DE7454.in May 2012.
 DE7454
 DE7454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7454.GEOID18 height accuracy estimate available here.
 DE7454
 DE7454.Click photographs - Photos may exist for this station.
 DE7454
 DE7454.The dynamic height is computed by dividing the NAVD 88
 DE7454.geopotential number by the normal gravity value computed on the
 DE7454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7454.degrees latitude (g = 980.6199 gals.).
 DE7454
 DE7454.The modeled gravity was interpolated from observed gravity values.
 DE7454
 DE7454;                    North         East    Units  Estimated Accuracy
 DE7454;SPC WI S     -   248,053.      694,316.      MT  (+/- 10 meters HH2 GPS)
 DE7454
 DE7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5467298670(NAD 83)
 DE7454
 DE7454                          SUPERSEDED SURVEY CONTROL
 DE7454
 DE7454  NAVD 88 (04/20/07)  231.259  (m)          758.72   (f) SUPERSEDED  2 1
 DE7454  NAVD 88 (05/16/03)  231.258  (m)          758.72   (f) SUPERSEDED  2 1
 DE7454
 DE7454.Superseded values are not recommended for survey control.
 DE7454
 DE7454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7454.See file dsdata.pdf to determine how the superseded data were derived.
 DE7454
 DE7454_MARKER: DD = SURVEY DISK
 DE7454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7454_STAMPING: 4J14 2001
 DE7454_MARK LOGO: WIDT
 DE7454_PROJECTION: FLUSH
 DE7454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7454+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7454
 DE7454  HISTORY     - Date     Condition        Report By
 DE7454  HISTORY     - 2000     MONUMENTED       WIDT
 DE7454  HISTORY     - 20040104 GOOD             USPSQD
 DE7454  HISTORY     - 20050711 GOOD             WIDT
 DE7454
 DE7454                          STATION DESCRIPTION
 DE7454
 DE7454'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7454'THE STATION IS LOCATED ABOUT 33 KM NORTHWEST OF OSHKOSH, 16 KM
 DE7454'NORTHWEST OF WINNECONNE AND 5 KM SOUTHEAST OF FREMONT.
 DE7454'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7454'STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 110
 DE7454'ABOUT 0.5 KM  EAST OF THE VILLAGE OF FREMONT, GO SOUTHEAST ON STATE
 DE7454'HIGHWAY 110 FOR 3.5 KM TO THE NORTHERN JUNCTION OF RIVER VIEW DRIVE,
 DE7454'CONTINUE SOUTHEAST ON STATE HIGHWAY 110 FOR 1.9 KM TO THE STATION ON
 DE7454'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7454'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7454'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7454'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 25.4 M SOUTHWEST OF
 DE7454'THE CENTERLINE OF STATE HIGHWAY 110, 72.2 M SOUTH OF POWER POLE
 DE7454'--40-4 88-24349 WEPCO--, 51.6 M NORTHWEST OF A WOOD POST FOR --STH
 DE7454'110-- SIGN, 34.4 M SOUTHWEST OF A WOOD POST FOR --CURVE-- CAUTION
 DE7454'SIGN, 5 M NORTHEAST OF A CULTIVATED FIELD, 2.0 M NORTHEAST OF A
 DE7454'YELLOW --R/W-- POST, AND 1.0 M NORTHEAST OF A WHITE PLASTIC WITNESS
 DE7454'POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7454'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7454
 DE7454                          STATION RECOVERY (2004)
 DE7454
 DE7454'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7454'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 110 (WEST OF WINCHESTER)
 DE7454'IS NAMED COUNTY ROAD II AND HIGHWAY 110 (SOUTH OF WINCHESTER) IS NAMED
 DE7454'HIGHWAY 45.
 DE7454
 DE7454                          STATION RECOVERY (2005)
 DE7454
 DE7454'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7454'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 90 M
 DE7454'SOUTHEAST OF SCHMIDT LANE AND 1.0 M NORTHEAST, 1.0 M SOUTHEAST, AND
 DE7454'1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7453 ***********************************************************************
 DE7453  DESIGNATION -  4J15
 DE7453  PID         -  DE7453
 DE7453  STATE/COUNTY-  WI/WINNEBAGO
 DE7453  COUNTRY     -  US
 DE7453  USGS QUAD   -  LAKE POYGAN (2018)
 DE7453
 DE7453                         *CURRENT SURVEY CONTROL
 DE7453  ______________________________________________________________________
 DE7453* NAD 83(1986) POSITION- 44 12 59.4    (N) 088 47 21.8    (W)   HD_HELD2
 DE7453* NAVD 88 ORTHO HEIGHT -   234.741 (meters)      770.15  (feet) ADJUSTED
 DE7453  ______________________________________________________________________
 DE7453  GEOID HEIGHT    -        -36.541 (meters)                     GEOID18
 DE7453  DYNAMIC HEIGHT  -        234.697 (meters)      770.00  (feet) COMP
 DE7453  MODELED GRAVITY -    980,426.4   (mgal)                       NAVD 88
 DE7453
 DE7453  VERT ORDER      -  SECOND    CLASS I
 DE7453
 DE7453.The horizontal coordinates were established by autonomous hand held GPS
 DE7453.observations and have an estimated accuracy of +/- 10 meters.
 DE7453
 DE7453.The orthometric height was determined by differential leveling and
 DE7453.adjusted by the WI DEPT OF TRANSP
 DE7453.in May 2012.
 DE7453
 DE7453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7453.GEOID18 height accuracy estimate available here.
 DE7453
 DE7453.Click photographs - Photos may exist for this station.
 DE7453
 DE7453.The dynamic height is computed by dividing the NAVD 88
 DE7453.geopotential number by the normal gravity value computed on the
 DE7453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7453.degrees latitude (g = 980.6199 gals.).
 DE7453
 DE7453.The modeled gravity was interpolated from observed gravity values.
 DE7453
 DE7453;                    North         East    Units  Estimated Accuracy
 DE7453;SPC WI S     -   246,946.      696,745.      MT  (+/- 10 meters HH2 GPS)
 DE7453
 DE7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5705997476(NAD 83)
 DE7453
 DE7453                          SUPERSEDED SURVEY CONTROL
 DE7453
 DE7453  NAVD 88 (04/20/07)  234.715  (m)          770.06   (f) SUPERSEDED  2 1
 DE7453  NAVD 88 (05/16/03)  234.714  (m)          770.06   (f) SUPERSEDED  2 1
 DE7453
 DE7453.Superseded values are not recommended for survey control.
 DE7453
 DE7453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7453.See file dsdata.pdf to determine how the superseded data were derived.
 DE7453
 DE7453_MARKER: DD = SURVEY DISK
 DE7453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7453_STAMPING: 4J15 2001
 DE7453_MARK LOGO: WIDT
 DE7453_PROJECTION: FLUSH
 DE7453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7453+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7453
 DE7453  HISTORY     - Date     Condition        Report By
 DE7453  HISTORY     - 2000     MONUMENTED       WIDT
 DE7453  HISTORY     - 20040104 GOOD             USPSQD
 DE7453  HISTORY     - 20050711 GOOD             WIDT
 DE7453
 DE7453                          STATION DESCRIPTION
 DE7453
 DE7453'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7453'THE STATION IS LOCATED ABOUT 29 KM NORTHWEST OF OSHKOSH, 13 KM
 DE7453'NORTHWEST OF WINNECONNE AND 8 KM SOUTHEAST OF FREMONT.
 DE7453'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7453'STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 110
 DE7453'ABOUT 0.5 KM EAST OF THE VILLAGE OF FREMONT, GO SOUTHEAST ON STATE
 DE7453'HIGHWAY 110 FOR 3.5 KM TO THE NORTHERN JUNCTION OF RIVER VIEW DRIVE,
 DE7453'CONTINUE SOUTH ON STATE HIGHWAY 110 FOR 4.7 KM TO THE STATION ON THE
 DE7453'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7453'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7453'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7453'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.0 M SOUTH OF THE
 DE7453'CENTERLINE OF STATE HIGHWAY 110, 35.0 M SOUTHEAST OF POWER POLE --35
 DE7453'78-2341 WMPCO--, 30.6 M SOUTHWEST OF THE CENTERLINE OF PRIVATE
 DE7453'ENTRANCE --7750 USH 10--, 25.5 M SOUTHEAST OF A WOOD POST FOR --SPEED
 DE7453'LIMIT 45 MPH-- SIGN, 23 M WEST OF THE CENTERLINE OF A FIELD ENTRANCE,
 DE7453'3 M NORTH OF A CULTIVATED FIELD, AND 1.0 M NORTH OF A WHITE PLASTIC
 DE7453'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7453'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7453
 DE7453                          STATION RECOVERY (2004)
 DE7453
 DE7453'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7453'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 110 (WEST OF WINCHESTER)
 DE7453'IS NAMED COUNTY ROAD II AND HIGHWAY 110 (SOUTH OF WINCHESTER) IS NAMED
 DE7453'HIGHWAY 45.
 DE7453
 DE7453                          STATION RECOVERY (2005)
 DE7453
 DE7453'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7453'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 34.3 M SOUTHEAST
 DE7453'OF NEW POWER POLE NUMBER --02-10179--.  ADD-- THE STATION IS 0.15 MILE
 DE7453'WEST OF THE INTERSECTION OF SOUTH ROAD WITH COUNTY HIGHWAY II, AND 1.0
 DE7453'M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC
 DE7453'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7452 ***********************************************************************
 DE7452  DESIGNATION -  4J16
 DE7452  PID         -  DE7452
 DE7452  STATE/COUNTY-  WI/WINNEBAGO
 DE7452  COUNTRY     -  US
 DE7452  USGS QUAD   -  LAKE POYGAN (2018)
 DE7452
 DE7452                         *CURRENT SURVEY CONTROL
 DE7452  ______________________________________________________________________
 DE7452* NAD 83(1986) POSITION- 44 12 08.5    (N) 088 47 06.8    (W)   HD_HELD2
 DE7452* NAVD 88 ORTHO HEIGHT -   229.307 (meters)      752.32  (feet) ADJUSTED
 DE7452  ______________________________________________________________________
 DE7452  GEOID HEIGHT    -        -36.539 (meters)                     GEOID18
 DE7452  DYNAMIC HEIGHT  -        229.264 (meters)      752.18  (feet) COMP
 DE7452  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 DE7452
 DE7452  VERT ORDER      -  SECOND    CLASS I
 DE7452
 DE7452.The horizontal coordinates were established by autonomous hand held GPS
 DE7452.observations and have an estimated accuracy of +/- 10 meters.
 DE7452
 DE7452.The orthometric height was determined by differential leveling and
 DE7452.adjusted by the WI DEPT OF TRANSP
 DE7452.in May 2012.
 DE7452
 DE7452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7452.GEOID18 height accuracy estimate available here.
 DE7452
 DE7452.Click photographs - Photos may exist for this station.
 DE7452
 DE7452.The dynamic height is computed by dividing the NAVD 88
 DE7452.geopotential number by the normal gravity value computed on the
 DE7452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7452.degrees latitude (g = 980.6199 gals.).
 DE7452
 DE7452.The modeled gravity was interpolated from observed gravity values.
 DE7452
 DE7452;                    North         East    Units  Estimated Accuracy
 DE7452;SPC WI S     -   245,380.      697,100.      MT  (+/- 10 meters HH2 GPS)
 DE7452
 DE7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5735895898(NAD 83)
 DE7452
 DE7452                          SUPERSEDED SURVEY CONTROL
 DE7452
 DE7452  NAVD 88 (04/20/07)  229.281  (m)          752.23   (f) SUPERSEDED  2 1
 DE7452  NAVD 88 (05/16/03)  229.280  (m)          752.23   (f) SUPERSEDED  2 1
 DE7452
 DE7452.Superseded values are not recommended for survey control.
 DE7452
 DE7452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7452.See file dsdata.pdf to determine how the superseded data were derived.
 DE7452
 DE7452_MARKER: DD = SURVEY DISK
 DE7452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7452_STAMPING: 4J16 2001
 DE7452_MARK LOGO: WIDT
 DE7452_PROJECTION: FLUSH
 DE7452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7452+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7452
 DE7452  HISTORY     - Date     Condition        Report By
 DE7452  HISTORY     - 2000     MONUMENTED       WIDT
 DE7452  HISTORY     - 20040104 GOOD             USPSQD
 DE7452  HISTORY     - 20050711 GOOD             WIDT
 DE7452
 DE7452                          STATION DESCRIPTION
 DE7452
 DE7452'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7452'THE STATION IS LOCATED ABOUT 28 KM NORTHWEST OF OSHKOSH, 11 KM
 DE7452'NORTHWEST OF WINNECONNE AND 10 KM SOUTHEAST OF FREMONT.
 DE7452'OWNERSHIP--TOWN OF WOLF RIVER.    TO REACH THE STATION FROM THE
 DE7452'JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 110 ABOUT 0.5 KM EAST OF
 DE7452'THE VILLAGE OF FREMONT, GO SOUTHEAST ON STATE HIGHWAY 110 FOR 8.5 KM
 DE7452'TO SOUTH ROAD, TURN RIGHT AND GO SOUTH ON SOUTH ROAD FOR 1.6 KM TO
 DE7452'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7452'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7452'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7452'AND ABOUT 1 M BELOW THE LEVEL OF THE ROAD PAVEMENT.  THE STATION IS
 DE7452'15.3 M SOUTHWEST OF THE CENTERLINE OF SOUTH ROAD, 83.4 M SOUTHEAST OF
 DE7452'A WOOD POST FOR --STOP-- SIGN AT THE NORTH END OF METZIG ROAD, 70.8 M
 DE7452'NORTHWEST OF A WOODEN POST FOR --STOP-- SIGN AT SOUTH END OF METZIG
 DE7452'ROAD, 47.6 M NORTHWEST OF POWER POLE --35 74-1460 WMPCO--,  AND 1.0 M
 DE7452'NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DE7452'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 13 DEGREES ABOVE
 DE7452'THE HORIZON.
 DE7452
 DE7452                          STATION RECOVERY (2004)
 DE7452
 DE7452'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7452'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 110 (WEST OF WINCHESTER)
 DE7452'IS NAMED COUNTY ROAD II AND HIGHWAY 110 (SOUTH OF WINCHESTER) IS NAMED
 DE7452'HIGHWAY 45.
 DE7452
 DE7452                          STATION RECOVERY (2005)
 DE7452
 DE7452'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7452'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 1.0 M NORTHEAST,
 DE7452'1.0 M SOUTH, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7452'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7451 ***********************************************************************
 DE7451  DESIGNATION -  4J17
 DE7451  PID         -  DE7451
 DE7451  STATE/COUNTY-  WI/WINNEBAGO
 DE7451  COUNTRY     -  US
 DE7451  USGS QUAD   -  LAKE POYGAN (2018)
 DE7451
 DE7451                         *CURRENT SURVEY CONTROL
 DE7451  ______________________________________________________________________
 DE7451* NAD 83(1986) POSITION- 44 11 44.3    (N) 088 45 36.4    (W)   HD_HELD2
 DE7451* NAVD 88 ORTHO HEIGHT -   229.155 (meters)      751.82  (feet) ADJUSTED
 DE7451  ______________________________________________________________________
 DE7451  GEOID HEIGHT    -        -36.530 (meters)                     GEOID18
 DE7451  DYNAMIC HEIGHT  -        229.112 (meters)      751.68  (feet) COMP
 DE7451  MODELED GRAVITY -    980,425.3   (mgal)                       NAVD 88
 DE7451
 DE7451  VERT ORDER      -  SECOND    CLASS I
 DE7451
 DE7451.The horizontal coordinates were established by autonomous hand held GPS
 DE7451.observations and have an estimated accuracy of +/- 10 meters.
 DE7451
 DE7451.The orthometric height was determined by differential leveling and
 DE7451.adjusted by the WI DEPT OF TRANSP
 DE7451.in May 2012.
 DE7451
 DE7451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7451.GEOID18 height accuracy estimate available here.
 DE7451
 DE7451.Click photographs - Photos may exist for this station.
 DE7451
 DE7451.The dynamic height is computed by dividing the NAVD 88
 DE7451.geopotential number by the normal gravity value computed on the
 DE7451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7451.degrees latitude (g = 980.6199 gals.).
 DE7451
 DE7451.The modeled gravity was interpolated from observed gravity values.
 DE7451
 DE7451;                    North         East    Units  Estimated Accuracy
 DE7451;SPC WI S     -   244,662.      699,119.      MT  (+/- 10 meters HH2 GPS)
 DE7451
 DE7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5934895108(NAD 83)
 DE7451
 DE7451                          SUPERSEDED SURVEY CONTROL
 DE7451
 DE7451  NAVD 88 (04/20/07)  229.128  (m)          751.73   (f) SUPERSEDED  2 1
 DE7451  NAVD 88 (05/16/03)  229.129  (m)          751.73   (f) SUPERSEDED  2 1
 DE7451
 DE7451.Superseded values are not recommended for survey control.
 DE7451
 DE7451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7451.See file dsdata.pdf to determine how the superseded data were derived.
 DE7451
 DE7451_MARKER: DD = SURVEY DISK
 DE7451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7451_STAMPING: 4J17 2001
 DE7451_MARK LOGO: WIDT
 DE7451_PROJECTION: FLUSH
 DE7451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7451+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7451
 DE7451  HISTORY     - Date     Condition        Report By
 DE7451  HISTORY     - 2000     MONUMENTED       WIDT
 DE7451  HISTORY     - 20040104 GOOD             USPSQD
 DE7451  HISTORY     - 20050711 GOOD             WIDT
 DE7451
 DE7451                          STATION DESCRIPTION
 DE7451
 DE7451'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7451'THE STATION IS LOCATED ABOUT 25 KM NORTHWEST OF OSHKOSH, 11 KM
 DE7451'SOUTHEAST OF FREMONT AND 10 KM NORTH-NORTHWEST OF WINNECONNE.
 DE7451'OWNERSHIP--WINNEBAGO COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7451'OF STATE HIGHWAY 110 WITH COUNTY HIGHWAY MM ABOUT 10 KM SOUTHEAST OF
 DE7451'THE VILLAGE OF FREMONT.  GO SOUTHWEST THEN SOUTH ON COUNTY HIGHWAY MM
 DE7451'FOR 2.4 KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE
 DE7451'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7451'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7451'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DE7451'STATION IS 9.0 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY MM, 49.0 M
 DE7451'NORTHEAST OF POWER POLE --40-5 88-23782 WMPCO--, 39.4 M SOUTH OF
 DE7451'POWER POLE --40-5 88-23781 WEPCO--, 18.1 M NORTH OF A WOOD POST FOR
 DE7451'--STOP AHEAD-- SIGN, 3 M WEST OF A CULTIVATED FIELD, AND 1.0 M WEST
 DE7451'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7451'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 13 DEGREES ABOVE THE
 DE7451'HORIZON.
 DE7451
 DE7451                          STATION RECOVERY (2004)
 DE7451
 DE7451'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7451'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 110 (WEST OF WINCHESTER)
 DE7451'IS NAMED COUNTY ROAD II AND HIGHWAY 110 (SOUTH OF WINCHESTER) IS NAMED
 DE7451'HIGHWAY 45.
 DE7451
 DE7451                          STATION RECOVERY (2005)
 DE7451
 DE7451'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7451'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE SOUTH OF
 DE7451'SOUTH ROAD ON COUNTY HIGHWAY MM AND 1.0 M WEST, 1.0 M SOUTHEAST, AND
 DE7451'1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7448 ***********************************************************************
 DE7448  DESIGNATION -  4J18
 DE7448  PID         -  DE7448
 DE7448  STATE/COUNTY-  WI/WINNEBAGO
 DE7448  COUNTRY     -  US
 DE7448  USGS QUAD   -  LAKE POYGAN (2018)
 DE7448
 DE7448                         *CURRENT SURVEY CONTROL
 DE7448  ______________________________________________________________________
 DE7448* NAD 83(1986) POSITION- 44 10 13.4    (N) 088 46 07.3    (W)   HD_HELD2
 DE7448* NAVD 88 ORTHO HEIGHT -   228.763 (meters)      750.53  (feet) ADJUSTED
 DE7448  ______________________________________________________________________
 DE7448  GEOID HEIGHT    -        -36.526 (meters)                     GEOID18
 DE7448  DYNAMIC HEIGHT  -        228.719 (meters)      750.39  (feet) COMP
 DE7448  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 DE7448
 DE7448  VERT ORDER      -  SECOND    CLASS I
 DE7448
 DE7448.The horizontal coordinates were established by autonomous hand held GPS
 DE7448.observations and have an estimated accuracy of +/- 10 meters.
 DE7448
 DE7448.The orthometric height was determined by differential leveling and
 DE7448.adjusted by the WI DEPT OF TRANSP
 DE7448.in May 2012.
 DE7448
 DE7448.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7448.GEOID18 height accuracy estimate available here.
 DE7448
 DE7448.Click photographs - Photos may exist for this station.
 DE7448
 DE7448.The dynamic height is computed by dividing the NAVD 88
 DE7448.geopotential number by the normal gravity value computed on the
 DE7448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7448.degrees latitude (g = 980.6199 gals.).
 DE7448
 DE7448.The modeled gravity was interpolated from observed gravity values.
 DE7448
 DE7448;                    North         East    Units  Estimated Accuracy
 DE7448;SPC WI S     -   241,847.      698,474.      MT  (+/- 10 meters HH2 GPS)
 DE7448
 DE7448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5860292318(NAD 83)
 DE7448
 DE7448                          SUPERSEDED SURVEY CONTROL
 DE7448
 DE7448  NAVD 88 (04/20/07)  228.736  (m)          750.44   (f) SUPERSEDED  2 1
 DE7448  NAVD 88 (05/16/03)  228.737  (m)          750.45   (f) SUPERSEDED  2 1
 DE7448
 DE7448.Superseded values are not recommended for survey control.
 DE7448
 DE7448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7448.See file dsdata.pdf to determine how the superseded data were derived.
 DE7448
 DE7448_MARKER: DD = SURVEY DISK
 DE7448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7448_STAMPING: 4J18 2001
 DE7448_MARK LOGO: WIDT
 DE7448_PROJECTION: FLUSH
 DE7448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7448+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7448
 DE7448  HISTORY     - Date     Condition        Report By
 DE7448  HISTORY     - 2000     MONUMENTED       WIDT
 DE7448  HISTORY     - 20040104 GOOD             USPSQD
 DE7448  HISTORY     - 20050711 GOOD             WIDT
 DE7448
 DE7448                          STATION DESCRIPTION
 DE7448
 DE7448'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7448'THE STATION IS LOCATED ABOUT 25 KM NORTHWEST OF OSHKOSH, 12 KM
 DE7448'SOUTHEAST OF FREMONT AND 8 KM  NORTH-NORTHWEST OF WINNECONNE.
 DE7448'OWNERSHIP--TOWN OF WOLF RIVER.    TO REACH THE STATION FROM THE
 DE7448'JUNCTION OF STATE HIGHWAY 110 WITH COUNTY HIGHWAY MM ABOUT 10 KM
 DE7448'SOUTHEAST OF THE VILLAGE OF FREMONT, GO SOUTHWEST THEN SOUTH ON
 DE7448'COUNTY HIGHWAY MM FOR 6.20 KM TO MOEDE COURT ON THE RIGHT, CONTINUE
 DE7448'SOUTH ON COUNTY HIGHWAY MM FOR 0.5 KM TO THE STATION ON THE LEFT. THE
 DE7448'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7448'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7448'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD
 DE7448'PAVEMENT.  THE STATION IS 10.1 M NORTHEAST OF THE CENTERLINE OF
 DE7448'COUNTY HIGHWAY MM, 32.9 M WEST OF POWER POLE --40C4 90-23954 WEPCO--,
 DE7448'28.0 M NORTHWEST OF THE TOP CENTER OF TELEPHONE PEDESTAL --LKPY 8000
 DE7448'1--, 1.0 M SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DE7448'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7448'ABOVE THE HORIZON EXCEPT FOR A TREE TO THE SOUTHWEST EXTENDING TO 21
 DE7448'DEGREES.
 DE7448
 DE7448                          STATION RECOVERY (2004)
 DE7448
 DE7448'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7448'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE
 DE7448'NORTHWEST OF RICHTER LANE, 30 M NORTHWEST OF THE SIGN POST FOR THE
 DE7448'SOUTHEASTERN BRANCH 0F MOEDE CT, 3.5 FEET SOUTHWEST OF AN EVERGREEN
 DE7448'TREE LINE.  NOTE 1-- THERE IS NO WITNESS POST PRESENT.  NOTE 2--
 DE7448'HIGHWAY 110 (WEST OF WINCHESTER) IS NAMED COUNTY ROAD II AND HIGHWAY
 DE7448'110 (SOUTH OF WINCHESTER) IS NAMED HIGHWAY 45.
 DE7448
 DE7448                          STATION RECOVERY (2005)
 DE7448
 DE7448'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7448'RECOVERED IN GOOD CONDITION.  NOTE-- A LINE OF EVERGREEN TREES 1 M TO
 DE7448'THE NORTH OF THE STATION EXTEND ABOUT 60 DEGREES ABOVE THE HORIZON.
 DE7448'ADD-- THE STATION IS BURIED UNDER WOOD CHIPS AROUND THE TREES AND 1.0
 DE7448'M SOUTHWEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE
 DE7448'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7447 ***********************************************************************
 DE7447  DESIGNATION -  4J19
 DE7447  PID         -  DE7447
 DE7447  STATE/COUNTY-  WI/WINNEBAGO
 DE7447  COUNTRY     -  US
 DE7447  USGS QUAD   -  LAKE POYGAN (2018)
 DE7447
 DE7447                         *CURRENT SURVEY CONTROL
 DE7447  ______________________________________________________________________
 DE7447* NAD 83(1986) POSITION- 44 10 10.8    (N) 088 45 01.5    (W)   HD_HELD2
 DE7447* NAVD 88 ORTHO HEIGHT -   232.700 (meters)      763.45  (feet) ADJUSTED
 DE7447  ______________________________________________________________________
 DE7447  GEOID HEIGHT    -        -36.520 (meters)                     GEOID18
 DE7447  DYNAMIC HEIGHT  -        232.656 (meters)      763.31  (feet) COMP
 DE7447  MODELED GRAVITY -    980,423.2   (mgal)                       NAVD 88
 DE7447
 DE7447  VERT ORDER      -  SECOND    CLASS I
 DE7447
 DE7447.The horizontal coordinates were established by autonomous hand held GPS
 DE7447.observations and have an estimated accuracy of +/- 10 meters.
 DE7447
 DE7447.The orthometric height was determined by differential leveling and
 DE7447.adjusted by the WI DEPT OF TRANSP
 DE7447.in May 2012.
 DE7447
 DE7447.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7447.GEOID18 height accuracy estimate available here.
 DE7447
 DE7447.Click photographs - Photos may exist for this station.
 DE7447
 DE7447.The dynamic height is computed by dividing the NAVD 88
 DE7447.geopotential number by the normal gravity value computed on the
 DE7447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7447.degrees latitude (g = 980.6199 gals.).
 DE7447
 DE7447.The modeled gravity was interpolated from observed gravity values.
 DE7447
 DE7447;                    North         East    Units  Estimated Accuracy
 DE7447;SPC WI S     -   241,788.      699,937.      MT  (+/- 10 meters HH2 GPS)
 DE7447
 DE7447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6006192207(NAD 83)
 DE7447
 DE7447                          SUPERSEDED SURVEY CONTROL
 DE7447
 DE7447  NAVD 88 (04/20/07)  232.672  (m)          763.36   (f) SUPERSEDED  2 1
 DE7447  NAVD 88 (05/16/03)  232.674  (m)          763.36   (f) SUPERSEDED  2 1
 DE7447
 DE7447.Superseded values are not recommended for survey control.
 DE7447
 DE7447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7447.See file dsdata.pdf to determine how the superseded data were derived.
 DE7447
 DE7447_MARKER: DD = SURVEY DISK
 DE7447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7447_STAMPING: 4J19 2001
 DE7447_MARK LOGO: WIDT
 DE7447_PROJECTION: FLUSH
 DE7447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7447+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7447
 DE7447  HISTORY     - Date     Condition        Report By
 DE7447  HISTORY     - 2000     MONUMENTED       WIDT
 DE7447  HISTORY     - 20040104 GOOD             USPSQD
 DE7447  HISTORY     - 20050711 GOOD             WIDT
 DE7447
 DE7447                          STATION DESCRIPTION
 DE7447
 DE7447'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7447'THE STATION IS LOCATED ABOUT 24 KM NORTHWEST OF OSHKOSH, 14 KM
 DE7447'SOUTHEAST OF FREMONT AND 7 KM NORTH-NORTHWEST OF WINNECONNE.
 DE7447'OWNERSHIP--WINNEBAGO COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7447'OF STATE HIGHWAY 110 WITH COUNTY HIGHWAY M ABOUT 3 KM WEST OF THE
 DE7447'COMMUNITY OF WINCHESTER, GO SOUTH ON COUNTY HIGHWAY M FOR 0.8 KM TO
 DE7447'COUNTY HIGHWAY MM ON THE RIGHT, TURN RIGHT AND GO WEST THEN SOUTH ON
 DE7447'COUNTY HIGHWAY MM FOR 5.0 KM TO CLARK ROAD ON THE LEFT AND THE
 DE7447'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7447'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DE7447'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT
 DE7447'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.8 M NORTH OF THE
 DE7447'CENTERLINE OF COUNTY HIGHWAY MM, 43.3 M NORTHWEST OF THE INTERSECTION
 DE7447'OF CLARK ROAD AND COUNTY HIGHWAY MM, 60.3 M EAST OF OF THE TOP CENTER
 DE7447'OF TELEPHONE PEDESTAL --LK PY 3000 5--, 27.3 M NORTHEAST OF POWER
 DE7447'POLE --35-C5 71-6948 WMPCO--, AND 1.0 M SOUTH OF A WHITE PLASTIC
 DE7447'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7447'EXTENDING HIGHER THAN 17 DEGREES ABOVE THE HORIZON.
 DE7447
 DE7447                          STATION RECOVERY (2004)
 DE7447
 DE7447'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7447'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 110 (WEST OF WINCHESTER)
 DE7447'IS NAMED COUNTY ROAD II AND HIGHWAY 110 (SOUTH OF WINCHESTER) IS NAMED
 DE7447'HIGHWAY 45.
 DE7447
 DE7447                          STATION RECOVERY (2005)
 DE7447
 DE7447'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7447'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLE NUMBER HAS CHANGED
 DE7447'TO --03-15435--.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M NORTHEAST,
 DE7447'AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7446 ***********************************************************************
 DE7446  DESIGNATION -  4J46
 DE7446  PID         -  DE7446
 DE7446  STATE/COUNTY-  WI/WINNEBAGO
 DE7446  COUNTRY     -  US
 DE7446  USGS QUAD   -  OSHKOSH NW (2018)
 DE7446
 DE7446                         *CURRENT SURVEY CONTROL
 DE7446  ______________________________________________________________________
 DE7446* NAD 83(1986) POSITION- 44 11 13.0    (N) 088 44 22.4    (W)   HD_HELD2
 DE7446* NAVD 88 ORTHO HEIGHT -   229.429 (meters)      752.72  (feet) ADJUSTED
 DE7446  ______________________________________________________________________
 DE7446  GEOID HEIGHT    -        -36.521 (meters)                     GEOID18
 DE7446  DYNAMIC HEIGHT  -        229.385 (meters)      752.57  (feet) COMP
 DE7446  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 DE7446
 DE7446  VERT ORDER      -  SECOND    CLASS I
 DE7446
 DE7446.The horizontal coordinates were established by autonomous hand held GPS
 DE7446.observations and have an estimated accuracy of +/- 10 meters.
 DE7446
 DE7446.The orthometric height was determined by differential leveling and
 DE7446.adjusted by the WI DEPT OF TRANSP
 DE7446.in May 2012.
 DE7446
 DE7446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7446.GEOID18 height accuracy estimate available here.
 DE7446
 DE7446.Click photographs - Photos may exist for this station.
 DE7446
 DE7446.The dynamic height is computed by dividing the NAVD 88
 DE7446.geopotential number by the normal gravity value computed on the
 DE7446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7446.degrees latitude (g = 980.6199 gals.).
 DE7446
 DE7446.The modeled gravity was interpolated from observed gravity values.
 DE7446
 DE7446;                    North         East    Units  Estimated Accuracy
 DE7446;SPC WI S     -   243,721.      700,776.      MT  (+/- 10 meters HH2 GPS)
 DE7446
 DE7446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6097094107(NAD 83)
 DE7446
 DE7446                          SUPERSEDED SURVEY CONTROL
 DE7446
 DE7446  NAVD 88 (04/20/07)  229.401  (m)          752.63   (f) SUPERSEDED  2 1
 DE7446  NAVD 88 (05/16/03)  229.403  (m)          752.63   (f) SUPERSEDED  2 1
 DE7446
 DE7446.Superseded values are not recommended for survey control.
 DE7446
 DE7446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7446.See file dsdata.pdf to determine how the superseded data were derived.
 DE7446
 DE7446_MARKER: DD = SURVEY DISK
 DE7446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7446_STAMPING: 4J46 2001
 DE7446_MARK LOGO: WIDT
 DE7446_PROJECTION: FLUSH
 DE7446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7446+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7446
 DE7446  HISTORY     - Date     Condition        Report By
 DE7446  HISTORY     - 2000     MONUMENTED       WIDT
 DE7446  HISTORY     - 20040104 GOOD             USPSQD
 DE7446  HISTORY     - 20050711 GOOD             WIDT
 DE7446
 DE7446                          STATION DESCRIPTION
 DE7446
 DE7446'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7446'THE STATION IS LOCATED ABOUT 25 KM NORTHWEST OF OSHKOSH, 13 KM
 DE7446'SOUTHWEST OF FREMONT AND 8 KM NORTH-NORTHWEST OF WINNECONNE.
 DE7446'OWNERSHIP--WINNEBAGO COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7446'OF STATE HIGHWAY 110 WITH COUNTY HIGHWAY M ABOUT 3 KM WEST OF THE
 DE7446'COMMUNITY OF WINCHESTER, GO SOUTH ON COUNTY HIGHWAY M FOR 0.8 KM TO
 DE7446'COUNTY HIGHWAY MM ON THE RIGHT, TURN RIGHT AND GO WEST THEN SOUTH ON
 DE7446'COUNTY HIGHWAY MM FOR 2.4 KM TO SUTTER LANE ON THE RIGHT, CONTINUE
 DE7446'SOUTH-SOUTHWEST ON HIGHWAY MM FOR 0.1 KM TO THE STATION ON THE RIGHT.
 DE7446'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7446'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7446'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.7 M AND ABOUT 1 M BELOW
 DE7446'THE LEVEL OF THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M WEST OF THE
 DE7446'CENTERLINE OF COUNTY HIGHWAY MM, 67.5 M NORTHWEST OF POWER POLE
 DE7446'--35-5 69-2277 WMPCO--, 32.2 M SOUTH OF A WOOD POST FOR --CURVE--
 DE7446'CAUTION SIGN, 22.8 M SOUTHWEST OF A POWER POLE, AND 1.0 M EAST OF A
 DE7446'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7446'OBSTRUCTIONS EXTENDING HIGHER THAN 18 DEGREES ABOVE THE HORIZON.
 DE7446
 DE7446                          STATION RECOVERY (2004)
 DE7446
 DE7446'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7446'RECOVERED IN GOOD CONDITION.
 DE7446
 DE7446                          STATION RECOVERY (2005)
 DE7446
 DE7446'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7446'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 22.7 M SOUTHWEST OF
 DE7446'POWER POLE NUMBER --35 5 69-2276 WMPCO--, AND 1.0 M EAST, 1.0 M
 DE7446'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7445 ***********************************************************************
 DE7445  DESIGNATION -  4J47
 DE7445  PID         -  DE7445
 DE7445  STATE/COUNTY-  WI/WINNEBAGO
 DE7445  COUNTRY     -  US
 DE7445  USGS QUAD   -  OSHKOSH NW (2018)
 DE7445
 DE7445                         *CURRENT SURVEY CONTROL
 DE7445  ______________________________________________________________________
 DE7445* NAD 83(1986) POSITION- 44 11 22.7    (N) 088 43 10.0    (W)   HD_HELD2
 DE7445* NAVD 88 ORTHO HEIGHT -   232.754 (meters)      763.63  (feet) ADJUSTED
 DE7445  ______________________________________________________________________
 DE7445  GEOID HEIGHT    -        -36.513 (meters)                     GEOID18
 DE7445  DYNAMIC HEIGHT  -        232.710 (meters)      763.48  (feet) COMP
 DE7445  MODELED GRAVITY -    980,426.1   (mgal)                       NAVD 88
 DE7445
 DE7445  VERT ORDER      -  SECOND    CLASS I
 DE7445
 DE7445.The horizontal coordinates were established by autonomous hand held GPS
 DE7445.observations and have an estimated accuracy of +/- 10 meters.
 DE7445
 DE7445.The orthometric height was determined by differential leveling and
 DE7445.adjusted by the WI DEPT OF TRANSP
 DE7445.in May 2012.
 DE7445
 DE7445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7445.GEOID18 height accuracy estimate available here.
 DE7445
 DE7445.Click photographs - Photos may exist for this station.
 DE7445
 DE7445.The dynamic height is computed by dividing the NAVD 88
 DE7445.geopotential number by the normal gravity value computed on the
 DE7445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7445.degrees latitude (g = 980.6199 gals.).
 DE7445
 DE7445.The modeled gravity was interpolated from observed gravity values.
 DE7445
 DE7445;                    North         East    Units  Estimated Accuracy
 DE7445;SPC WI S     -   244,045.      702,380.      MT  (+/- 10 meters HH2 GPS)
 DE7445
 DE7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6258494373(NAD 83)
 DE7445
 DE7445                          SUPERSEDED SURVEY CONTROL
 DE7445
 DE7445  NAVD 88 (04/20/07)  232.726  (m)          763.54   (f) SUPERSEDED  2 1
 DE7445  NAVD 88 (05/16/03)  232.729  (m)          763.55   (f) SUPERSEDED  2 1
 DE7445
 DE7445.Superseded values are not recommended for survey control.
 DE7445
 DE7445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7445.See file dsdata.pdf to determine how the superseded data were derived.
 DE7445
 DE7445_MARKER: DD = SURVEY DISK
 DE7445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7445_STAMPING: 4J47 2001
 DE7445_MARK LOGO: WIDT
 DE7445_PROJECTION: FLUSH
 DE7445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7445+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7445
 DE7445  HISTORY     - Date     Condition        Report By
 DE7445  HISTORY     - 2000     MONUMENTED       WIDT
 DE7445  HISTORY     - 20040104 GOOD             USPSQD
 DE7445  HISTORY     - 20050711 GOOD             WIDT
 DE7445
 DE7445                          STATION DESCRIPTION
 DE7445
 DE7445'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7445'THE STATION IS LOCATED ABOUT 24 KM NORTHWEST OF OSHKOSH, 14 KM
 DE7445'SOUTHEAST OF FREMONT AND 9 KM NORTH OF WINNECONNE.
 DE7445'OWNERSHIP--WINNEBAGO COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7445'OF STATE HIGHWAY 110 WITH COUNTY HIGHWAY M ABOUT 3 KM WEST OF THE
 DE7445'COMMUNITY OF WINCHESTER, GO SOUTH ON COUNTY HIGHWAY M FOR 0.8 KM TO
 DE7445'COUNTY HIGHWAY MM ON THE RIGHT, TURN RIGHT AND GO WEST ON COUNTY
 DE7445'HIGHWAY MM FOR 0.7 KM TO ANUNSON LANE ON THE LEFT, CONTINUE
 DE7445'SOUTH-SOUTHWEST ON COUNTY HIGHWAY MM FOR 0.3 KM TO THE STATION ON THE
 DE7445'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7445'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7445'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT 1 M BELOW
 DE7445'THE LEVEL OF THE ROAD PAVEMENT.  THE STATION IS 9.6 M SOUTH OF THE
 DE7445'CENTERLINE OF COUNTY HIGHWAY MM, 31.8 M WEST OF POWER POLE --2015
 DE7445'21L2--, 20.2 M SOUTH OF THE TOP CENTER OF TELEPHONE PEDESTAL --LKVW
 DE7445'1100 06--, 2 M NORTH OF A CULTIVATED FIELD, AND 1.0 M NORTH OF A
 DE7445'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7445'OBSTRUCTIONS EXTENDING HIGHER THAN 17 DEGREES ABOVE THE HORIZON.
 DE7445
 DE7445                          STATION RECOVERY (2004)
 DE7445
 DE7445'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7445'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 38 M WEST OF
 DE7445'THE EXTENDED CENTERLINE OF A DRIVEWAY TO -6386-.  NOTE-- HIGHWAY 110
 DE7445'(WEST OF WINCHESTER) IS NAMED COUNTY ROAD II AND HIGHWAY 110 (SOUTH OF
 DE7445'WINCHESTER) IS NAMED HIGHWAY 45.
 DE7445
 DE7445                          STATION RECOVERY (2005)
 DE7445
 DE7445'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7445'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE EAST OF
 DE7445'ANDERSON AVENUE AND 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST
 DE7445'OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7444 ***********************************************************************
 DE7444  DESIGNATION -  4J48
 DE7444  PID         -  DE7444
 DE7444  STATE/COUNTY-  WI/WINNEBAGO
 DE7444  COUNTRY     -  US
 DE7444  USGS QUAD   -  OSHKOSH NW (2018)
 DE7444
 DE7444                         *CURRENT SURVEY CONTROL
 DE7444  ______________________________________________________________________
 DE7444* NAD 83(1986) POSITION- 44 11 54.5    (N) 088 42 07.3    (W)   HD_HELD2
 DE7444* NAVD 88 ORTHO HEIGHT -   240.576 (meters)      789.29  (feet) ADJUSTED
 DE7444  ______________________________________________________________________
 DE7444  GEOID HEIGHT    -        -36.506 (meters)                     GEOID18
 DE7444  DYNAMIC HEIGHT  -        240.532 (meters)      789.15  (feet) COMP
 DE7444  MODELED GRAVITY -    980,427.5   (mgal)                       NAVD 88
 DE7444
 DE7444  VERT ORDER      -  SECOND    CLASS I
 DE7444
 DE7444.The horizontal coordinates were established by autonomous hand held GPS
 DE7444.observations and have an estimated accuracy of +/- 10 meters.
 DE7444
 DE7444.The orthometric height was determined by differential leveling and
 DE7444.adjusted by the WI DEPT OF TRANSP
 DE7444.in May 2012.
 DE7444
 DE7444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7444.GEOID18 height accuracy estimate available here.
 DE7444
 DE7444.Click photographs - Photos may exist for this station.
 DE7444
 DE7444.The dynamic height is computed by dividing the NAVD 88
 DE7444.geopotential number by the normal gravity value computed on the
 DE7444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7444.degrees latitude (g = 980.6199 gals.).
 DE7444
 DE7444.The modeled gravity was interpolated from observed gravity values.
 DE7444
 DE7444;                    North         East    Units  Estimated Accuracy
 DE7444;SPC WI S     -   245,048.      703,757.      MT  (+/- 10 meters HH2 GPS)
 DE7444
 DE7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6399695325(NAD 83)
 DE7444
 DE7444                          SUPERSEDED SURVEY CONTROL
 DE7444
 DE7444  NAVD 88 (04/20/07)  240.548  (m)          789.20   (f) SUPERSEDED  2 1
 DE7444  NAVD 88 (05/16/03)  240.552  (m)          789.21   (f) SUPERSEDED  2 1
 DE7444
 DE7444.Superseded values are not recommended for survey control.
 DE7444
 DE7444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7444.See file dsdata.pdf to determine how the superseded data were derived.
 DE7444
 DE7444_MARKER: DD = SURVEY DISK
 DE7444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7444_STAMPING: 4J48 2001
 DE7444_MARK LOGO: WIDT
 DE7444_PROJECTION: FLUSH
 DE7444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7444+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7444
 DE7444  HISTORY     - Date     Condition        Report By
 DE7444  HISTORY     - 2000     MONUMENTED       WIDT
 DE7444  HISTORY     - 20040104 GOOD             USPSQD
 DE7444  HISTORY     - 20050711 GOOD             WIDT
 DE7444
 DE7444                          STATION DESCRIPTION
 DE7444
 DE7444'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7444'THE STATION IS LOCATED ABOUT 24 KM NORTHWEST OF OSHKOSH, 14 KM
 DE7444'SOUTHEAST OF FREMONT AND 10 KM NORTH OF WINNECONNE.
 DE7444'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7444'STATION FROM THE JUNCTION OF STATE HIGHWAY 110 WITH COUNTY HIGHWAY M
 DE7444'ABOUT 3 KM WEST OF THE COMMUNITY OF WINCHESTER, GO EAST ON STATE
 DE7444'HIGHWAY 110 FOR 0.2 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 DE7444'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7444'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7444'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE THE HIGHWAY PAVEMENT.  THE
 DE7444'STATION IS 9.0 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 110, 43.1 M
 DE7444'SOUTHWEST OF A WOOD POST FOR --CURVE 45 MPH-- CAUTION SIGN (NORTH
 DE7444'SIDE OF ROAD) , 39.5 M WEST OF A WOOD POST FOR --CURVE 45 MPH--
 DE7444'CAUTION SIGN (SOUTH SIDE OF ROAD), 33.1 M SOUTHEAST OF A POWER POLE,
 DE7444'1 M NORTH OF A CULTIVATED FIELD, AND 0.5 M NORTH OF A WHITE PLASTIC
 DE7444'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7444'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7444
 DE7444                          STATION RECOVERY (2004)
 DE7444
 DE7444'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7444'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 110 (SOUTH OF WINCHESTER)
 DE7444'IS NAMED HIGHWAY 45 AND HIGHWAY 110 (WEST OF WINCHESTER) IS NAMED
 DE7444'COUNTY ROAD II.
 DE7444
 DE7444                          STATION RECOVERY (2005)
 DE7444
 DE7444'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7444'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 24.7 M (NOT 33.1
 DE7444'M) SOUTHEAST OF POWER POLE --2015 15L6--.  ADD-- THE STATION IS 1.0 M
 DE7444'NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS
 DE7444'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7443 ***********************************************************************
 DE7443  DESIGNATION -  4J49
 DE7443  PID         -  DE7443
 DE7443  STATE/COUNTY-  WI/WINNEBAGO
 DE7443  COUNTRY     -  US
 DE7443  USGS QUAD   -  OSHKOSH NW (2018)
 DE7443
 DE7443                         *CURRENT SURVEY CONTROL
 DE7443  ______________________________________________________________________
 DE7443* NAD 83(1986) POSITION- 44 12 00.4    (N) 088 40 29.9    (W)   HD_HELD2
 DE7443* NAVD 88 ORTHO HEIGHT -   233.639 (meters)      766.53  (feet) ADJUSTED
 DE7443  ______________________________________________________________________
 DE7443  GEOID HEIGHT    -        -36.492 (meters)                     GEOID18
 DE7443  DYNAMIC HEIGHT  -        233.596 (meters)      766.39  (feet) COMP
 DE7443  MODELED GRAVITY -    980,428.5   (mgal)                       NAVD 88
 DE7443
 DE7443  VERT ORDER      -  SECOND    CLASS I
 DE7443
 DE7443.The horizontal coordinates were established by autonomous hand held GPS
 DE7443.observations and have an estimated accuracy of +/- 10 meters.
 DE7443
 DE7443.The orthometric height was determined by differential leveling and
 DE7443.adjusted by the WI DEPT OF TRANSP
 DE7443.in May 2012.
 DE7443
 DE7443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7443.GEOID18 height accuracy estimate available here.
 DE7443
 DE7443.Click photographs - Photos may exist for this station.
 DE7443
 DE7443.The dynamic height is computed by dividing the NAVD 88
 DE7443.geopotential number by the normal gravity value computed on the
 DE7443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7443.degrees latitude (g = 980.6199 gals.).
 DE7443
 DE7443.The modeled gravity was interpolated from observed gravity values.
 DE7443
 DE7443;                    North         East    Units  Estimated Accuracy
 DE7443;SPC WI S     -   245,264.      705,916.      MT  (+/- 10 meters HH2 GPS)
 DE7443
 DE7443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6616295463(NAD 83)
 DE7443
 DE7443                          SUPERSEDED SURVEY CONTROL
 DE7443
 DE7443  NAVD 88 (04/20/07)  233.610  (m)          766.44   (f) SUPERSEDED  2 1
 DE7443  NAVD 88 (05/16/03)  233.614  (m)          766.45   (f) SUPERSEDED  2 1
 DE7443
 DE7443.Superseded values are not recommended for survey control.
 DE7443
 DE7443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7443.See file dsdata.pdf to determine how the superseded data were derived.
 DE7443
 DE7443_MARKER: DD = SURVEY DISK
 DE7443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7443_STAMPING: 4J49 2001
 DE7443_MARK LOGO: WIDT
 DE7443_PROJECTION: FLUSH
 DE7443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7443+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7443
 DE7443  HISTORY     - Date     Condition        Report By
 DE7443  HISTORY     - 2000     MONUMENTED       WIDT
 DE7443  HISTORY     - 20040104 GOOD             USPSQD
 DE7443  HISTORY     - 20050711 GOOD             WIDT
 DE7443
 DE7443                          STATION DESCRIPTION
 DE7443
 DE7443'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7443'THE STATION IS LOCATED ABOUT 22 KM NORTHWEST OF OSHKOSH, 16 KM
 DE7443'SOUTHEAST OF FREMONT AND 10 KM NORTH-NORTHEAST OF WINNECONNE.
 DE7443'OWNERSHIP--TOWN OF WINCHESTER.    TO REACH THE STATION FROM THE
 DE7443'JUNCTION OF STATE HIGHWAY 110 WITH STATE HIGHWAY 150 ABOUT 0.5 KM
 DE7443'WEST OF THE COMMUNITY OF WINCHESTER, GO EAST ON STATE HIGHWAY 150 FOR
 DE7443'0.2 KM TO NORTH LOOP ROAD ON THE LEFT AND HANSON ROAD ON THE RIGHT,
 DE7443'TURN LEFT AND GO NORTH ON NORTH LOOP ROAD FOR 0.2 KM TO THE STATION
 DE7443'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7443'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7443'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7443'LEVEL WITH THE THE ROAD PAVEMENT.  THE STATION IS 10.3 M WEST OF THE
 DE7443'CENTERLINE OF NORTH LOOP ROAD, 59.0 M NORTHWEST OF POWER POLE --2015
 DE7443'14R8 30 AMP WPS CORP--, 55.3 M SOUTHWEST OF POWER POLE --2015-14R9--,
 DE7443'2 M EAST OF A CULTIVATED FIELD, AND 1.0 M EAST OF A WHITE PLASTIC
 DE7443'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7443'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7443
 DE7443                          STATION RECOVERY (2004)
 DE7443
 DE7443'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7443'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 23 M
 DE7443'SOUTHWEST OF POWER POLE --2015-14R2-- WITH TWO GUY WIRES. NOTE--
 DE7443'HIGHWAY 150 IS NOW NAMED COUNTY ROAD II, HIGHWAY 110 (SOUTH OF
 DE7443'WINCHESTER) IS NAMED HIGHWAY 45 AND HIGHWAY 110 (WEST OF WINCHESTER)
 DE7443'IS NAMED COUNTY ROAD II.
 DE7443
 DE7443                          STATION RECOVERY (2005)
 DE7443
 DE7443'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7443'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 23.4 M SOUTHWEST OF
 DE7443'POWER POLE --2015 14R2--, 11.1 M SOUTH OF A YELLOW PLASTIC
 DE7443'RIGHT-OF-WAY POST, AND 1.0 M EAST, 1.0 M NORTHWEST, AND 1.0 M
 DE7443'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7441 ***********************************************************************
 DE7441  DESIGNATION -  4J50
 DE7441  PID         -  DE7441
 DE7441  STATE/COUNTY-  WI/WINNEBAGO
 DE7441  COUNTRY     -  US
 DE7441  USGS QUAD   -  OSHKOSH NE (2018)
 DE7441
 DE7441                         *CURRENT SURVEY CONTROL
 DE7441  ______________________________________________________________________
 DE7441* NAD 83(1986) POSITION- 44 11 55.9    (N) 088 36 55.4    (W)   HD_HELD2
 DE7441* NAVD 88 ORTHO HEIGHT -   231.372 (meters)      759.09  (feet) ADJUSTED
 DE7441  ______________________________________________________________________
 DE7441  GEOID HEIGHT    -        -36.455 (meters)                     GEOID18
 DE7441  DYNAMIC HEIGHT  -        231.329 (meters)      758.95  (feet) COMP
 DE7441  MODELED GRAVITY -    980,430.3   (mgal)                       NAVD 88
 DE7441
 DE7441  VERT ORDER      -  SECOND    CLASS I
 DE7441
 DE7441.The horizontal coordinates were established by autonomous hand held GPS
 DE7441.observations and have an estimated accuracy of +/- 10 meters.
 DE7441
 DE7441.The orthometric height was determined by differential leveling and
 DE7441.adjusted by the WI DEPT OF TRANSP
 DE7441.in May 2012.
 DE7441
 DE7441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7441.GEOID18 height accuracy estimate available here.
 DE7441
 DE7441.Click photographs - Photos may exist for this station.
 DE7441
 DE7441.The dynamic height is computed by dividing the NAVD 88
 DE7441.geopotential number by the normal gravity value computed on the
 DE7441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7441.degrees latitude (g = 980.6199 gals.).
 DE7441
 DE7441.The modeled gravity was interpolated from observed gravity values.
 DE7441
 DE7441;                    North         East    Units  Estimated Accuracy
 DE7441;SPC WI S     -   245,202.      710,681.      MT  (+/- 10 meters HH2 GPS)
 DE7441
 DE7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7092095229(NAD 83)
 DE7441
 DE7441                          SUPERSEDED SURVEY CONTROL
 DE7441
 DE7441  NAVD 88 (04/20/07)  231.342  (m)          758.99   (f) SUPERSEDED  2 1
 DE7441  NAVD 88 (05/16/03)  231.348  (m)          759.01   (f) SUPERSEDED  2 1
 DE7441
 DE7441.Superseded values are not recommended for survey control.
 DE7441
 DE7441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7441.See file dsdata.pdf to determine how the superseded data were derived.
 DE7441
 DE7441_MARKER: DD = SURVEY DISK
 DE7441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7441_STAMPING: 4J50 2001
 DE7441_MARK LOGO: WIDT
 DE7441_PROJECTION: FLUSH
 DE7441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7441+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7441
 DE7441  HISTORY     - Date     Condition        Report By
 DE7441  HISTORY     - 2000     MONUMENTED       WIDT
 DE7441  HISTORY     - 20031214 GOOD             USPSQD
 DE7441  HISTORY     - 20050711 GOOD             WIDT
 DE7441
 DE7441                          STATION DESCRIPTION
 DE7441
 DE7441'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7441'THE STATION IS LOCATED ABOUT 20 KM NORTH-NORTHWEST OF OSHKOSH, 12 KM
 DE7441'WEST-NORTHWEST OF NEENAH AND 3 KM EAST OF WINCHESTER.
 DE7441'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7441'STATION FROM THE JUNCTION OF STATE HIGHWAY 110 WITH STATE HIGHWAY 150
 DE7441'ABOUT 16 KM WEST OF THE CITY OF NEENAH, GO EAST ON STATE HIGHWAY 150
 DE7441'FOR 4.2 KM TO COUNTY HIGHWAY T ON THE RIGHT, CONTINUE EAST ON STATE
 DE7441'HIGHWAY 150 FOR 0.6 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DE7441'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7441'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7441'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DE7441'STATION IS 12.5 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 150, 6 M
 DE7441'WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 4.0 M SOUTHWEST OF THE
 DE7441'TOP CENTER OF THE WEST END OF A 90-CM DIAMETER CORRUGATED METAL
 DE7441'CULVERT PIPE, 2 M NORTH OF A CULTIVATED FIELD AND 0.7 M NORTH OF A
 DE7441'STEEL WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7441'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7441
 DE7441                          STATION RECOVERY (2003)
 DE7441
 DE7441'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7441'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE EAST
 DE7441'OF A BRIDGE OR CULVERT AND 2 FEET EAST OF A WHITE PLASTIC WITNESS
 DE7441'POST.  NOTE-- HIGHWAY 150 IS LABELED COUNTY ROAD II.
 DE7441
 DE7441                          STATION RECOVERY (2005)
 DE7441
 DE7441'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7441'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 MILE WEST OF
 DE7441'PIONEER ROAD, 0.4 MILE EAST OF COUNTY HIGHWAY T, AND 0.7 M NORTH, 1.0
 DE7441'M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7441'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7440 ***********************************************************************
 DE7440  DESIGNATION -  4J51
 DE7440  PID         -  DE7440
 DE7440  STATE/COUNTY-  WI/WINNEBAGO
 DE7440  COUNTRY     -  US
 DE7440  USGS QUAD   -  OSHKOSH NE (2018)
 DE7440
 DE7440                         *CURRENT SURVEY CONTROL
 DE7440  ______________________________________________________________________
 DE7440* NAD 83(1986) POSITION- 44 11 57.5    (N) 088 34 58.9    (W)   HD_HELD2
 DE7440* NAVD 88 ORTHO HEIGHT -   254.801 (meters)      835.96  (feet) ADJUSTED
 DE7440  ______________________________________________________________________
 DE7440  GEOID HEIGHT    -        -36.429 (meters)                     GEOID18
 DE7440  DYNAMIC HEIGHT  -        254.756 (meters)      835.81  (feet) COMP
 DE7440  MODELED GRAVITY -    980,432.8   (mgal)                       NAVD 88
 DE7440
 DE7440  VERT ORDER      -  SECOND    CLASS I
 DE7440
 DE7440.The horizontal coordinates were established by autonomous hand held GPS
 DE7440.observations and have an estimated accuracy of +/- 10 meters.
 DE7440
 DE7440.The orthometric height was determined by differential leveling and
 DE7440.adjusted by the WI DEPT OF TRANSP
 DE7440.in May 2012.
 DE7440
 DE7440.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7440.GEOID18 height accuracy estimate available here.
 DE7440
 DE7440.Click photographs - Photos may exist for this station.
 DE7440
 DE7440.The dynamic height is computed by dividing the NAVD 88
 DE7440.geopotential number by the normal gravity value computed on the
 DE7440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7440.degrees latitude (g = 980.6199 gals.).
 DE7440
 DE7440.The modeled gravity was interpolated from observed gravity values.
 DE7440
 DE7440;                    North         East    Units  Estimated Accuracy
 DE7440;SPC WI S     -   245,295.      713,267.      MT  (+/- 10 meters HH2 GPS)
 DE7440
 DE7440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7350795228(NAD 83)
 DE7440
 DE7440                          SUPERSEDED SURVEY CONTROL
 DE7440
 DE7440  NAVD 88 (04/20/07)  254.771  (m)          835.86   (f) SUPERSEDED  2 1
 DE7440  NAVD 88 (05/16/03)  254.778  (m)          835.88   (f) SUPERSEDED  2 1
 DE7440
 DE7440.Superseded values are not recommended for survey control.
 DE7440
 DE7440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7440.See file dsdata.pdf to determine how the superseded data were derived.
 DE7440
 DE7440_MARKER: DD = SURVEY DISK
 DE7440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7440_STAMPING: 4J51 2001
 DE7440_MARK LOGO: WIDT
 DE7440_PROJECTION: FLUSH
 DE7440_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7440+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7440
 DE7440  HISTORY     - Date     Condition        Report By
 DE7440  HISTORY     - 2000     MONUMENTED       WIDT
 DE7440  HISTORY     - 20031214 GOOD             USPSQD
 DE7440  HISTORY     - 20050711 GOOD             WIDT
 DE7440
 DE7440                          STATION DESCRIPTION
 DE7440
 DE7440'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7440'THE STATION IS LOCATED ABOUT 20 KM NORTH-NORTHWEST OF OSHKOSH, 9 KM
 DE7440'WEST OF NEENAH AND 6 KM EAST OF WINCHESTER. OWNERSHIP--WISCONSIN
 DE7440'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DE7440'OF US HIGHWAY 45 WITH STATE HIGHWAY 150 ABOUT 6 KM WEST OF NEENAH, GO
 DE7440'WEST ON STATE HIGHWAY 150 FOR 2.6 KM TO BABCOCK LANE ON THE RIGHT,
 DE7440'CONTINUE WEST ON STATE HIGHWAY 150 FOR 0.5 KM TO THE STATION ON THE
 DE7440'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7440'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7440'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW
 DE7440'THE HIGHWAY PAVEMENT. THE STATION IS 10.1 M SOUTH OF THE CENTERLINE
 DE7440'OF STATE HIGHWAY 150, 95.9 M EAST OF OF A WOOD POST FOR A --STH 150--
 DE7440'SIGN, 49.1 M SOUTHWEST OF  POWER POLE --206-15L11--, 2 M SOUTH OF A
 DE7440'CULTIVATED FIELD, AND 0.7 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7440'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7440'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWERLINE TO THE NORTH
 DE7440'EXTENDING TO 20 DEGREES.
 DE7440
 DE7440                          STATION RECOVERY (2003)
 DE7440
 DE7440'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7440'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE EAST
 DE7440'OF CENTER ROAD.  NOTE-- HIGHWAY 45 IS NOW LABELED HIGHWAY 76 AND
 DE7440'HIGHWAY 150 IS LABELED COUNTY ROAD II.
 DE7440
 DE7440                          STATION RECOVERY (2005)
 DE7440
 DE7440'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7440'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1.1 M NORTH (NOT
 DE7440'SOUTH) OF A CULTIVATED FIELD AND THE HIGHWAY SIGN DESCRIBED IN 2000
 DE7440'NOW IS --COUNTY II-- (NOT STH 150).  ADD-- THE STATION IS 0.2 MILE
 DE7440'WEST OF BABCOCK LANE , 0.1 MILE EAST OF CENTER ROAD, AND 0.7 M NORTH,
 DE7440'1.0 M EAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7439 ***********************************************************************
 DE7439  DESIGNATION -  4J52
 DE7439  PID         -  DE7439
 DE7439  STATE/COUNTY-  WI/WINNEBAGO
 DE7439  COUNTRY     -  US
 DE7439  USGS QUAD   -  OSHKOSH NE (2018)
 DE7439
 DE7439                         *CURRENT SURVEY CONTROL
 DE7439  ______________________________________________________________________
 DE7439* NAD 83(1986) POSITION- 44 11 59.2    (N) 088 33 25.4    (W)   HD_HELD2
 DE7439* NAVD 88 ORTHO HEIGHT -   263.713 (meters)      865.20  (feet) ADJUSTED
 DE7439  ______________________________________________________________________
 DE7439  GEOID HEIGHT    -        -36.410 (meters)                     GEOID18
 DE7439  DYNAMIC HEIGHT  -        263.666 (meters)      865.04  (feet) COMP
 DE7439  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 DE7439
 DE7439  VERT ORDER      -  SECOND    CLASS I
 DE7439
 DE7439.The horizontal coordinates were established by autonomous hand held GPS
 DE7439.observations and have an estimated accuracy of +/- 10 meters.
 DE7439
 DE7439.The orthometric height was determined by differential leveling and
 DE7439.adjusted by the WI DEPT OF TRANSP
 DE7439.in May 2012.
 DE7439
 DE7439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7439.GEOID18 height accuracy estimate available here.
 DE7439
 DE7439.Click photographs - Photos may exist for this station.
 DE7439
 DE7439.The dynamic height is computed by dividing the NAVD 88
 DE7439.geopotential number by the normal gravity value computed on the
 DE7439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7439.degrees latitude (g = 980.6199 gals.).
 DE7439
 DE7439.The modeled gravity was interpolated from observed gravity values.
 DE7439
 DE7439;                    North         East    Units  Estimated Accuracy
 DE7439;SPC WI S     -   245,383.      715,342.      MT  (+/- 10 meters HH2 GPS)
 DE7439
 DE7439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7558395240(NAD 83)
 DE7439
 DE7439                          SUPERSEDED SURVEY CONTROL
 DE7439
 DE7439  NAVD 88 (04/20/07)  263.683  (m)          865.10   (f) SUPERSEDED  2 1
 DE7439  NAVD 88 (05/16/03)  263.689  (m)          865.12   (f) SUPERSEDED  2 1
 DE7439
 DE7439.Superseded values are not recommended for survey control.
 DE7439
 DE7439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7439.See file dsdata.pdf to determine how the superseded data were derived.
 DE7439
 DE7439_MARKER: DD = SURVEY DISK
 DE7439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7439_STAMPING: 4J52 2001
 DE7439_MARK LOGO: WIDT
 DE7439_PROJECTION: FLUSH
 DE7439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7439+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7439
 DE7439  HISTORY     - Date     Condition        Report By
 DE7439  HISTORY     - 2000     MONUMENTED       WIDT
 DE7439  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 DE7439  HISTORY     - 20050711 GOOD             WIDT
 DE7439
 DE7439                          STATION DESCRIPTION
 DE7439
 DE7439'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7439'THE STATION IS LOCATED ABOUT 18 KM NORTH OF OSHKOSH AND 7 KM WEST OF
 DE7439'NEENAH.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH
 DE7439'THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY
 DE7439'150,  ABOUT 6 KM WEST OF NEENAH, GO WEST ON STATE HIGHWAY 150 FOR 1.0
 DE7439'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7439'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7439'IN THE TOP OF 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7439'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.0 M
 DE7439'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 150, 86.9 M EAST OF A WOOD
 DE7439'POST FOR A --NO PASSING ZONE-- SIGN, 23.4 M NORTHWEST OF A POWER POLE
 DE7439'--2016-23W14--, 2 M SOUTH OF A CULTIVATED FIELD AND 1.0 M SOUTH OF A
 DE7439'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7439'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7439'EXCEPT FOR A POWERLINE TO THE SOUTH EXTENDING TO 20 DEGREES.
 DE7439
 DE7439                          STATION RECOVERY (2003)
 DE7439
 DE7439'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7439'NOT FOUND.  THE 2000 DESCRIPTION HAS CONFLICTING DIRECTIONS AND WITH
 DE7439'NO WITNESS POST PRESENT, THE STATION WAS NOT FOUND.  NOTE-- HIGHWAY 45
 DE7439'IS NOW LABELED HIGHWAY 76 AND HIGHWAY 150 IS LABELED COUNTY ROAD II.
 DE7439
 DE7439                          STATION RECOVERY (2005)
 DE7439
 DE7439'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7439'RECOVERED IN GOOD CONDITION.  CORRECTIONS TO THE 2000 DESCRIPTION--
 DE7439'THE STATION IS 10.0 M NORTH (NOT SOUTH) OF THE CENTERLINE OF COUNTY
 DE7439'HIGHWAY II, AND 32.8 M (NOT 23.4 M) NORTHEAST (NOT NORTHWEST) OF POWER
 DE7439'POLE  2016-23W14--.  ADD-- THE STATION IS 0.3 MILE EAST OF N. OAKWOOD
 DE7439'AVE AND 0.7 M SOUTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC
 DE7439'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7567 ***********************************************************************
 DE7567  DESIGNATION -  4J53
 DE7567  PID         -  DE7567
 DE7567  STATE/COUNTY-  WI/WINNEBAGO
 DE7567  COUNTRY     -  US
 DE7567  USGS QUAD   -  OSHKOSH NE (2018)
 DE7567
 DE7567                         *CURRENT SURVEY CONTROL
 DE7567  ______________________________________________________________________
 DE7567* NAD 83(1986) POSITION- 44 12 00.2    (N) 088 31 19.4    (W)   HD_HELD2
 DE7567* NAVD 88 ORTHO HEIGHT -   252.391 (meters)      828.05  (feet) ADJUSTED
 DE7567  ______________________________________________________________________
 DE7567  GEOID HEIGHT    -        -36.390 (meters)                     GEOID18
 DE7567  DYNAMIC HEIGHT  -        252.346 (meters)      827.91  (feet) COMP
 DE7567  MODELED GRAVITY -    980,436.6   (mgal)                       NAVD 88
 DE7567
 DE7567  VERT ORDER      -  SECOND    CLASS I
 DE7567
 DE7567.The horizontal coordinates were established by autonomous hand held GPS
 DE7567.observations and have an estimated accuracy of +/- 10 meters.
 DE7567
 DE7567.The orthometric height was determined by differential leveling and
 DE7567.adjusted by the WI DEPT OF TRANSP
 DE7567.in May 2012.
 DE7567
 DE7567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7567.GEOID18 height accuracy estimate available here.
 DE7567
 DE7567.Click photographs - Photos may exist for this station.
 DE7567
 DE7567.The dynamic height is computed by dividing the NAVD 88
 DE7567.geopotential number by the normal gravity value computed on the
 DE7567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7567.degrees latitude (g = 980.6199 gals.).
 DE7567
 DE7567.The modeled gravity was interpolated from observed gravity values.
 DE7567
 DE7567;                    North         East    Units  Estimated Accuracy
 DE7567;SPC WI S     -   245,463.      718,139.      MT  (+/- 10 meters HH2 GPS)
 DE7567
 DE7567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7838095219(NAD 83)
 DE7567
 DE7567                          SUPERSEDED SURVEY CONTROL
 DE7567
 DE7567  NAVD 88 (04/20/07)  252.359  (m)          827.95   (f) SUPERSEDED  2 1
 DE7567  NAVD 88 (05/16/03)  252.367  (m)          827.97   (f) SUPERSEDED  2 1
 DE7567
 DE7567.Superseded values are not recommended for survey control.
 DE7567
 DE7567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7567.See file dsdata.pdf to determine how the superseded data were derived.
 DE7567
 DE7567_MARKER: DD = SURVEY DISK
 DE7567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7567_STAMPING: 4J53 2001
 DE7567_MARK LOGO: WIDT
 DE7567_PROJECTION: FLUSH
 DE7567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7567+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 DE7567
 DE7567  HISTORY     - Date     Condition        Report By
 DE7567  HISTORY     - 2000     MONUMENTED       WIDT
 DE7567  HISTORY     - 20031214 GOOD             USPSQD
 DE7567  HISTORY     - 20050711 GOOD             WIDT
 DE7567  HISTORY     - 20061007 GOOD             USPSQD
 DE7567
 DE7567                          STATION DESCRIPTION
 DE7567
 DE7567'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7567'THE STATION IS LOCATED ABOUT 10 KM EAST OF WINCHESTER AND 3 KM WEST
 DE7567'OF NEENAH.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.    TO
 DE7567'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 DE7567'HIGHWAY 150 ABOUT 5 KM WEST OF THE CITY OF NEENAH, GO EAST ON STATE
 DE7567'HIGHWAY 150 FOR 1.6 KM TO NORTH CLAYTON AVENUE, CONTINUE EAST ON
 DE7567'STATE HIGHWAY 150 FOR 0.1 KM TO THE STATION ON THE LEFT.  THE STATION
 DE7567'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7567'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7567'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7567'THE STATION IS 145 M EAST OF THE CENTERLINE OF NORTH CLAYTON AVENUE,
 DE7567'13.8 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 150, 29.5 M NORTHEAST
 DE7567'OF A POWER POLE, 1.5 M NORTH OF THE NORTH EDGE OF A BLACKTOP SIDEWALK
 DE7567'AND 1.0 M SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DE7567'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7567'ABOVE THE HORIZON EXCEPT FOR SEVERAL POWERLINES TO THE SOUTH
 DE7567'EXTENDING TO 40 DEGREES.
 DE7567
 DE7567                          STATION RECOVERY (2003)
 DE7567
 DE7567'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7567'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 18 M WEST OF
 DE7567'A BLACK/WHITE CULVERT POST, 2 M EAST OF THE EXTENDED WESTERN WALL OF
 DE7567'--WAREHOUSE SPECIALISTS INC-- BUILDING, AND ABOUT 34 M EAST OF A
 DE7567'BLACK/WHITE CULVERT POST.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7567'HIGHWAY 150 IS NOW LABELED COUNTY ROAD II AND HIGHWAY 45 IS NOW
 DE7567'LABELED HIGHWAY 76.
 DE7567
 DE7567                          STATION RECOVERY (2005)
 DE7567
 DE7567'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7567'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 33.7 M EAST OF THE
 DE7567'TOP CENTER OF A 0.4 M METAL CULVERT, 17.6 M WEST OF THE TOP CENTER OF
 DE7567'A 0.4 M METAL CULVERT, 10.2 M NORTH OF THE CENTERLINE OF THE TWO
 DE7567'WESTBOUND LANES OF COUNTY HIGHWAY II, AND 1.0 M SOUTH, 0.8 M EAST, AND
 DE7567'0.8 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7567'NOTE-- THE MONUMENT IS BADLY CHIPPED ON THE NORTH SIDE OF THE CONCRETE
 DE7567'POST WHICH DOES NOT APPEAR TO BE RECENT.  THE DISK APPEARS UNTOUCHED
 DE7567'AND STABLE.
 DE7567
 DE7567                          STATION RECOVERY (2006)
 DE7567
 DE7567'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7417 ***********************************************************************
 DE7417  DESIGNATION -  4J91
 DE7417  PID         -  DE7417
 DE7417  STATE/COUNTY-  WI/WAUPACA
 DE7417  COUNTRY     -  US
 DE7417  USGS QUAD   -  WEYAUWEGA (2018)
 DE7417
 DE7417                         *CURRENT SURVEY CONTROL
 DE7417  ______________________________________________________________________
 DE7417* NAD 83(1986) POSITION- 44 21 57.9    (N) 088 59 29.5    (W)   HD_HELD2
 DE7417* NAVD 88 ORTHO HEIGHT -   259.657 (meters)      851.89  (feet) ADJUSTED
 DE7417  ______________________________________________________________________
 DE7417  GEOID HEIGHT    -        -36.450 (meters)                     GEOID18
 DE7417  DYNAMIC HEIGHT  -        259.613 (meters)      851.75  (feet) COMP
 DE7417  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 DE7417
 DE7417  VERT ORDER      -  SECOND    CLASS I
 DE7417
 DE7417.The horizontal coordinates were established by autonomous hand held GPS
 DE7417.observations and have an estimated accuracy of +/- 10 meters.
 DE7417
 DE7417.The orthometric height was determined by differential leveling and
 DE7417.adjusted by the WI DEPT OF TRANSP
 DE7417.in May 2012.
 DE7417
 DE7417.No vertical observational check was made to the station.
 DE7417
 DE7417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7417.GEOID18 height accuracy estimate available here.
 DE7417
 DE7417.Click photographs - Photos may exist for this station.
 DE7417
 DE7417.The dynamic height is computed by dividing the NAVD 88
 DE7417.geopotential number by the normal gravity value computed on the
 DE7417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7417.degrees latitude (g = 980.6199 gals.).
 DE7417
 DE7417.The modeled gravity was interpolated from observed gravity values.
 DE7417
 DE7417;                    North         East    Units  Estimated Accuracy
 DE7417;SPC WI C     -    59,697.      680,383.      MT  (+/- 10 meters HH2 GPS)
 DE7417
 DE7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4131514463(NAD 83)
 DE7417
 DE7417                          SUPERSEDED SURVEY CONTROL
 DE7417
 DE7417  NAVD 88 (04/20/07)  259.630  (m)          851.80   (f) SUPERSEDED  2 1
 DE7417  NAVD 88 (05/16/03)  259.628  (m)          851.80   (f) SUPERSEDED  2 1
 DE7417
 DE7417.Superseded values are not recommended for survey control.
 DE7417
 DE7417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7417.See file dsdata.pdf to determine how the superseded data were derived.
 DE7417
 DE7417_MARKER: DD = SURVEY DISK
 DE7417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7417_STAMPING: 4J91 2001
 DE7417_MARK LOGO: WIDT
 DE7417_PROJECTION: FLUSH
 DE7417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7417+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2008
 DE7417
 DE7417  HISTORY     - Date     Condition        Report By
 DE7417  HISTORY     - 2000     MONUMENTED       WIDT
 DE7417  HISTORY     - 20030611 GOOD             USPSQD
 DE7417  HISTORY     - 20050622 GOOD             WIDT
 DE7417  HISTORY     - 20061013 GOOD             USPSQD
 DE7417  HISTORY     - 20081007 GOOD             GEOSPC
 DE7417
 DE7417                          STATION DESCRIPTION
 DE7417
 DE7417'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7417'THE STATION IS LOCATED ABOUT 47 KM NORTHWEST OF APPLETON, 8 KM EAST
 DE7417'OF WAUPACA AND 7 KM NORTHWEST OF WEYAWEGA. OWNERSHIP--WISCONSIN
 DE7417'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE POST
 DE7417'OFFICE AT THE INTERSECTION OF STATE HIGHWAY 54 (BADGER STREET) AND
 DE7417'MAIN STREET IN THE CITY OF WAUPACA, GO EAST ON STATE HIGHWAY 54 FOR
 DE7417'7.9 KM TO MILITARY ROAD AND THE STATION ON THE RIGHT.  THE STATION IS
 DE7417'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7417'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7417'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DE7417'STATION IS 9.8 M EAST OF THE CENTERLINE OF MILITARY ROAD, 29.8 M
 DE7417'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 22 AND STATE HIGHWAY 54,
 DE7417'26.8 M NORTHEAST OF THE TOP CENTER OF TELEPHONE PEDESTAL --L47600
 DE7417'9--, 16.8 M SOUTH OF A WOOD POST FOR --STOP-- SIGN, 13.5 M NORTH OF A
 DE7417'METAL POST FOR --UNDERGROUND FIBEROPTIC CABLE-- SIGN, AND 1.0 M WEST
 DE7417'OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 DE7417'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7417'HORIZON.
 DE7417
 DE7417                          STATION RECOVERY (2003)
 DE7417
 DE7417'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7417'RECOVERED IN GOOD CONDITION.
 DE7417
 DE7417                          STATION RECOVERY (2005)
 DE7417
 DE7417'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7417'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7417'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7417
 DE7417                          STATION RECOVERY (2006)
 DE7417
 DE7417'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7417'RECOVERED IN GOOD CONDITION.
 DE7417
 DE7417                          STATION RECOVERY (2008)
 DE7417
 DE7417'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2008 (DJH)
 DE7417'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7418 ***********************************************************************
 DE7418  DESIGNATION -  4J92
 DE7418  PID         -  DE7418
 DE7418  STATE/COUNTY-  WI/WAUPACA
 DE7418  COUNTRY     -  US
 DE7418  USGS QUAD   -  WEYAUWEGA (2018)
 DE7418
 DE7418                         *CURRENT SURVEY CONTROL
 DE7418  ______________________________________________________________________
 DE7418* NAD 83(1986) POSITION- 44 22 18.1    (N) 088 57 56.5    (W)   HD_HELD2
 DE7418* NAVD 88 ORTHO HEIGHT -   261.454 (meters)      857.79  (feet) ADJUSTED
 DE7418  ______________________________________________________________________
 DE7418  GEOID HEIGHT    -        -36.457 (meters)                     GEOID18
 DE7418  DYNAMIC HEIGHT  -        261.410 (meters)      857.64  (feet) COMP
 DE7418  MODELED GRAVITY -    980,442.4   (mgal)                       NAVD 88
 DE7418
 DE7418  VERT ORDER      -  SECOND    CLASS I
 DE7418
 DE7418.The horizontal coordinates were established by autonomous hand held GPS
 DE7418.observations and have an estimated accuracy of +/- 10 meters.
 DE7418
 DE7418.The orthometric height was determined by differential leveling and
 DE7418.adjusted by the WI DEPT OF TRANSP
 DE7418.in May 2012.
 DE7418
 DE7418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7418.GEOID18 height accuracy estimate available here.
 DE7418
 DE7418.Click photographs - Photos may exist for this station.
 DE7418
 DE7418.The dynamic height is computed by dividing the NAVD 88
 DE7418.geopotential number by the normal gravity value computed on the
 DE7418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7418.degrees latitude (g = 980.6199 gals.).
 DE7418
 DE7418.The modeled gravity was interpolated from observed gravity values.
 DE7418
 DE7418;                    North         East    Units  Estimated Accuracy
 DE7418;SPC WI C     -    60,347.      682,434.      MT  (+/- 10 meters HH2 GPS)
 DE7418
 DE7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4338815036(NAD 83)
 DE7418
 DE7418                          SUPERSEDED SURVEY CONTROL
 DE7418
 DE7418  NAVD 88 (04/20/07)  261.427  (m)          857.70   (f) SUPERSEDED  2 1
 DE7418  NAVD 88 (05/16/03)  261.425  (m)          857.69   (f) SUPERSEDED  2 1
 DE7418
 DE7418.Superseded values are not recommended for survey control.
 DE7418
 DE7418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7418.See file dsdata.pdf to determine how the superseded data were derived.
 DE7418
 DE7418_MARKER: DD = SURVEY DISK
 DE7418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7418_STAMPING: 4J92 2001
 DE7418_MARK LOGO: WIDT
 DE7418_PROJECTION: FLUSH
 DE7418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7418+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2006
 DE7418
 DE7418  HISTORY     - Date     Condition        Report By
 DE7418  HISTORY     - 2000     MONUMENTED       WIDT
 DE7418  HISTORY     - 20030611 GOOD             USPSQD
 DE7418  HISTORY     - 20050622 GOOD             WIDT
 DE7418  HISTORY     - 20061013 GOOD             USPSQD
 DE7418
 DE7418                          STATION DESCRIPTION
 DE7418
 DE7418'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7418'THE STATION IS LOCATED ABOUT 45 KM WEST-NORTHWEST OF APPLETON, 6 KM
 DE7418'NORTH-NORTHWEST OF WEYAUWEGA AND 10 KM EAST-NORTHEAST OF WAUPACA.
 DE7418'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DE7418'STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND STATE HIGHWAY 54
 DE7418'WITH STATE HIGHWAY 110 SOUTH ABOUT 10 KM EAST OF THE CITY OF WAUPACA,
 DE7418'GO WEST ON STATE HIGHWAY 22 AND STATE HIGHWAY 54 FOR 0.3 KM TO COUNTY
 DE7418'HIGHWAY KK ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 22 AND STATE
 DE7418'HIGHWAY 54 FOR 0.3 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DE7418'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7418'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7418'A DEPTH OF 2.4 M AND ABOUT 2 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DE7418'STATION IS 16.4 M NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 22 AND
 DE7418'STATE HIGHWAY 54, 66.4 M WEST OF A WOOD POST FOR --JCT COUNTY KK--
 DE7418'SIGN, 46.9 M NORTHWEST OF POWER POLE --90-21745--, AND 1.0 M
 DE7418'SOUTHEAST OF WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DE7418'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7418'HORIZON.
 DE7418
 DE7418                          STATION RECOVERY (2003)
 DE7418
 DE7418'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7418'RECOVERED IN GOOD CONDITION.
 DE7418
 DE7418                          STATION RECOVERY (2005)
 DE7418
 DE7418'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7418'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTHEAST,
 DE7418'1.0 M SOUTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DE7418'POSTS.
 DE7418
 DE7418                          STATION RECOVERY (2006)
 DE7418
 DE7418'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7419 ***********************************************************************
 DE7419  DESIGNATION -  4J93
 DE7419  PID         -  DE7419
 DE7419  STATE/COUNTY-  WI/WAUPACA
 DE7419  COUNTRY     -  US
 DE7419  USGS QUAD   -  MANAWA (2018)
 DE7419
 DE7419                         *CURRENT SURVEY CONTROL
 DE7419  ______________________________________________________________________
 DE7419* NAD 83(1986) POSITION- 44 23 15.7    (N) 088 56 52.4    (W)   HD_HELD2
 DE7419* NAVD 88 ORTHO HEIGHT -   247.157 (meters)      810.88  (feet) ADJUSTED
 DE7419  ______________________________________________________________________
 DE7419  GEOID HEIGHT    -        -36.456 (meters)                     GEOID18
 DE7419  DYNAMIC HEIGHT  -        247.115 (meters)      810.74  (feet) COMP
 DE7419  MODELED GRAVITY -    980,443.5   (mgal)                       NAVD 88
 DE7419
 DE7419  VERT ORDER      -  SECOND    CLASS I
 DE7419
 DE7419.The horizontal coordinates were established by autonomous hand held GPS
 DE7419.observations and have an estimated accuracy of +/- 10 meters.
 DE7419
 DE7419.The orthometric height was determined by differential leveling and
 DE7419.adjusted by the WI DEPT OF TRANSP
 DE7419.in May 2012.
 DE7419
 DE7419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7419.GEOID18 height accuracy estimate available here.
 DE7419
 DE7419.Click photographs - Photos may exist for this station.
 DE7419
 DE7419.The dynamic height is computed by dividing the NAVD 88
 DE7419.geopotential number by the normal gravity value computed on the
 DE7419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7419.degrees latitude (g = 980.6199 gals.).
 DE7419
 DE7419.The modeled gravity was interpolated from observed gravity values.
 DE7419
 DE7419;                    North         East    Units  Estimated Accuracy
 DE7419;SPC WI C     -    62,143.      683,830.      MT  (+/- 10 meters HH2 GPS)
 DE7419
 DE7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4484916779(NAD 83)
 DE7419
 DE7419                          SUPERSEDED SURVEY CONTROL
 DE7419
 DE7419  NAVD 88 (04/20/07)  247.130  (m)          810.79   (f) SUPERSEDED  2 1
 DE7419  NAVD 88 (05/16/03)  247.126  (m)          810.78   (f) SUPERSEDED  2 1
 DE7419
 DE7419.Superseded values are not recommended for survey control.
 DE7419
 DE7419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7419.See file dsdata.pdf to determine how the superseded data were derived.
 DE7419
 DE7419_MARKER: DD = SURVEY DISK
 DE7419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7419_STAMPING: 4J93 2001
 DE7419_MARK LOGO: WIDT
 DE7419_PROJECTION: FLUSH
 DE7419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7419+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2006
 DE7419
 DE7419  HISTORY     - Date     Condition        Report By
 DE7419  HISTORY     - 2000     MONUMENTED       WIDT
 DE7419  HISTORY     - 20030611 GOOD             USPSQD
 DE7419  HISTORY     - 20050711 GOOD             WIDT
 DE7419  HISTORY     - 20061013 GOOD             USPSQD
 DE7419
 DE7419                          STATION DESCRIPTION
 DE7419
 DE7419'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7419'THE STATION IS LOCATED ABOUT 44 KM WEST-NORTHWEST OF APPLETON, 12 KM
 DE7419'EAST-NORTHEAST OF WAUPACA AND 7 KM NORTH OF WEYAUWEGA.
 DE7419'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7419'STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND STATE HIGHWAY 54
 DE7419'WITH STATE HIGHWAY 110 SOUTH ABOUT 10 KM EAST OF THE CITY OF WAUPACA,
 DE7419'GO EAST ON STATE HIGHWAY 22 AND STATE HIGHWAY 54 FOR 1.6 KM TO BIG
 DE7419'ALKE ROAD AND THE STATION ON THE LEFT.    THE STATION IS A BRONZE
 DE7419'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7419'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7419'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DE7419'STATION IS 18.6 M WEST OF THE CENTERLINE OF STATE HIGHWAY 22 AND
 DE7419'STATE HIGHWAY 54, 32.9 M SOUTH OF THE CENTERLINE OF BIG ALKE ROAD,
 DE7419'31.2 M SOUTHEAST OF POWER POLE --90-21530--, 25.2 M SOUTH OF A WOOD
 DE7419'POST FOR A --STOP-- SIGN, AND 1.0 M EAST OF WHITE PLASTIC WITNESS
 DE7419'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7419'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7419
 DE7419                          STATION RECOVERY (2003)
 DE7419
 DE7419'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7419'RECOVERED IN GOOD CONDITION.
 DE7419
 DE7419                          STATION RECOVERY (2005)
 DE7419
 DE7419'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7419'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DE7419'SOUTH, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7419
 DE7419                          STATION RECOVERY (2006)
 DE7419
 DE7419'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7421 ***********************************************************************
 DE7421  DESIGNATION -  4J94
 DE7421  PID         -  DE7421
 DE7421  STATE/COUNTY-  WI/WAUPACA
 DE7421  COUNTRY     -  US
 DE7421  USGS QUAD   -  NEW LONDON (2018)
 DE7421
 DE7421                         *CURRENT SURVEY CONTROL
 DE7421  ______________________________________________________________________
 DE7421* NAD 83(1986) POSITION- 44 24 09.51   (N) 088 44 47.60   (W)   HD_HELD1
 DE7421* NAVD 88 ORTHO HEIGHT -   232.195 (meters)      761.79  (feet) ADJUSTED
 DE7421  ______________________________________________________________________
 DE7421  GEOID HEIGHT    -        -36.452 (meters)                     GEOID18
 DE7421  DYNAMIC HEIGHT  -        232.157 (meters)      761.67  (feet) COMP
 DE7421  MODELED GRAVITY -    980,449.6   (mgal)                       NAVD 88
 DE7421
 DE7421  VERT ORDER      -  SECOND    CLASS I
 DE7421
 DE7421.The horizontal coordinates were determined by differentially corrected
 DE7421.hand held GPS observations or other comparable positioning techniques
 DE7421.and have an estimated accuracy of +/- 3 meters.
 DE7421
 DE7421.The orthometric height was determined by differential leveling and
 DE7421.adjusted by the WI DEPT OF TRANSP
 DE7421.in May 2012.
 DE7421
 DE7421.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7421.GEOID18 height accuracy estimate available here.
 DE7421
 DE7421.Click photographs - Photos may exist for this station.
 DE7421
 DE7421.The dynamic height is computed by dividing the NAVD 88
 DE7421.geopotential number by the normal gravity value computed on the
 DE7421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7421.degrees latitude (g = 980.6199 gals.).
 DE7421
 DE7421.The modeled gravity was interpolated from observed gravity values.
 DE7421
 DE7421;                    North         East    Units  Estimated Accuracy
 DE7421;SPC WI C     -    64,031.0     699,845.1     MT  (+/- 3 meters HH1 GPS) 
 DE7421
 DE7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6092118078(NAD 83)
 DE7421
 DE7421                          SUPERSEDED SURVEY CONTROL
 DE7421
 DE7421  NAVD 88 (04/20/07)  232.171  (m)          761.71   (f) SUPERSEDED  2 1
 DE7421  NAVD 88 (05/16/03)  232.180  (m)          761.74   (f) SUPERSEDED  2 1
 DE7421
 DE7421.Superseded values are not recommended for survey control.
 DE7421
 DE7421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7421.See file dsdata.pdf to determine how the superseded data were derived.
 DE7421
 DE7421_MARKER: DD = SURVEY DISK
 DE7421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7421_STAMPING: 4J94 2001
 DE7421_MARK LOGO: WIDT
 DE7421_PROJECTION: FLUSH
 DE7421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7421+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DE7421
 DE7421  HISTORY     - Date     Condition        Report By
 DE7421  HISTORY     - 2000     MONUMENTED       WIDT
 DE7421  HISTORY     - 20030611 GOOD             USPSQD
 DE7421  HISTORY     - 20050622 GOOD             WIDT
 DE7421  HISTORY     - 20061014 GOOD             USPSQD
 DE7421  HISTORY     - 20061101 GOOD             WIDT
 DE7421
 DE7421                          STATION DESCRIPTION
 DE7421
 DE7421'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7421'THE STATION IS LOCATED ABOUT 30 KM NORTHWEST OF APPLETON IN NEW
 DE7421'LONDON.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH
 DE7421'THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 54
 DE7421'IN THE CITY OF NEW LONDON, GO WEST ON STATE HIGHWAY 54 FOR 1.0 KM TO
 DE7421'JEANNE STREET AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DE7421'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7421'STATION DISK SET IN THE TOP OF 41-CM DIAMETER CONCRETE POST SET TO A
 DE7421'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE THE HIGHWAY PAVEMENT.  THE
 DE7421'STATION IS 17.7 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 54, 17.2 M
 DE7421'WEST OF THE CENTERLINE OF JEANNE STREET, 15.9 M SOUTH-SOUTHWEST OF A
 DE7421'TELEPHONE PEDESTAL, AND 6.9 M NORTH-NORTHEAST OF THE TOP CENTER OF
 DE7421'THE WEST END OF A 0.5 M DIAMETER CORRUGATED METAL CULVERT PIPE.
 DE7421'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7421'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7421
 DE7421                          STATION RECOVERY (2003)
 DE7421
 DE7421'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7421'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 33 FEET WEST OF A
 DE7421'STOP SIGN.
 DE7421
 DE7421                          STATION RECOVERY (2005)
 DE7421
 DE7421'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7421'RECOVERED IN GOOD CONDITION.
 DE7421
 DE7421                          STATION RECOVERY (2006)
 DE7421
 DE7421'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7421'RECOVERED IN GOOD CONDITION.
 DE7421
 DE7421                          STATION RECOVERY (2006)
 DE7421
 DE7421'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DE7421'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7422 ***********************************************************************
 DE7422  DESIGNATION -  4J95
 DE7422  PID         -  DE7422
 DE7422  STATE/COUNTY-  WI/OUTAGAMIE
 DE7422  COUNTRY     -  US
 DE7422  USGS QUAD   -  NEW LONDON (2018)
 DE7422
 DE7422                         *CURRENT SURVEY CONTROL
 DE7422  ______________________________________________________________________
 DE7422* NAD 83(1986) POSITION- 44 24 14.3    (N) 088 43 18.5    (W)   HD_HELD2
 DE7422* NAVD 88 ORTHO HEIGHT -   236.536 (meters)      776.04  (feet) ADJUSTED
 DE7422  ______________________________________________________________________
 DE7422  GEOID HEIGHT    -        -36.445 (meters)                     GEOID18
 DE7422  DYNAMIC HEIGHT  -        236.497 (meters)      775.91  (feet) COMP
 DE7422  MODELED GRAVITY -    980,451.2   (mgal)                       NAVD 88
 DE7422
 DE7422  VERT ORDER      -  SECOND    CLASS I
 DE7422
 DE7422.The horizontal coordinates were established by autonomous hand held GPS
 DE7422.observations and have an estimated accuracy of +/- 10 meters.
 DE7422
 DE7422.The orthometric height was determined by differential leveling and
 DE7422.adjusted by the WI DEPT OF TRANSP
 DE7422.in May 2012.
 DE7422
 DE7422.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7422.GEOID18 height accuracy estimate available here.
 DE7422
 DE7422.Click photographs - Photos may exist for this station.
 DE7422
 DE7422.The dynamic height is computed by dividing the NAVD 88
 DE7422.geopotential number by the normal gravity value computed on the
 DE7422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7422.degrees latitude (g = 980.6199 gals.).
 DE7422
 DE7422.The modeled gravity was interpolated from observed gravity values.
 DE7422
 DE7422;                    North         East    Units  Estimated Accuracy
 DE7422;SPC WI C     -    64,210.      701,814.      MT  (+/- 10 meters HH2 GPS)
 DE7422
 DE7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6289518184(NAD 83)
 DE7422
 DE7422                          SUPERSEDED SURVEY CONTROL
 DE7422
 DE7422  NAVD 88 (04/20/07)  236.511  (m)          775.95   (f) SUPERSEDED  2 1
 DE7422  NAVD 88 (05/16/03)  236.521  (m)          775.99   (f) SUPERSEDED  2 1
 DE7422
 DE7422.Superseded values are not recommended for survey control.
 DE7422
 DE7422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7422.See file dsdata.pdf to determine how the superseded data were derived.
 DE7422
 DE7422_MARKER: DD = SURVEY DISK
 DE7422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7422_STAMPING: 4J95 2001
 DE7422_MARK LOGO: WIDT
 DE7422_PROJECTION: FLUSH
 DE7422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7422+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2006
 DE7422
 DE7422  HISTORY     - Date     Condition        Report By
 DE7422  HISTORY     - 2000     MONUMENTED       WIDT
 DE7422  HISTORY     - 20030611 GOOD             USPSQD
 DE7422  HISTORY     - 20041008 GOOD             USPSQD
 DE7422  HISTORY     - 20050718 GOOD             WIDT
 DE7422  HISTORY     - 20061014 GOOD             USPSQD
 DE7422
 DE7422                          STATION DESCRIPTION
 DE7422
 DE7422'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7422'THE STATION IS LOCATED ABOUT 30 KM NORTHWEST OF APPLETON IN NEW
 DE7422'LONDON.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH
 DE7422'THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 54
 DE7422'IN THE CITY OF NEW LONDON, GO EAST ON STATE HIGHWAY 54 FOR 1.0 KM TO
 DE7422'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7422'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7422'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7422'AND LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 20.5 M NORTHWEST
 DE7422'OF THE CENTERLINE OF STATE HIGHWAY 54, 79.4 M NORTH-NORTHEAST OF A
 DE7422'WOOD POST FOR A --DIVIDED HIGHWAY-- SIGN, 51.7 M WEST OF POWER POLE
 DE7422'--84-20725 40-5--, 2 M SOUTH-SOUTHEAST OF A FENCELINE, AND 1.0 M
 DE7422'SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DE7422'STATION HAS NO VISIBLE OBSTRUCTONS EXTENDING HIGHER THAN 15 DEGREES
 DE7422'ABOVE THE HORIZON.
 DE7422
 DE7422                          STATION RECOVERY (2003)
 DE7422
 DE7422'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7422'RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE WITNESS POST IS ALONG A
 DE7422'WIRE FENCE WITH WOODEN POSTS.
 DE7422
 DE7422                          STATION RECOVERY (2004)
 DE7422
 DE7422'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7422'RECOVERED IN GOOD CONDITION.
 DE7422
 DE7422                          STATION RECOVERY (2005)
 DE7422
 DE7422'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7422'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.15 MILE WEST OF
 DE7422'HOUSE ROAD AND 1.0 M SOUTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE
 DE7422'PLASTIC WITNESS POSTS.
 DE7422
 DE7422                          STATION RECOVERY (2006)
 DE7422
 DE7422'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7422'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7425 ***********************************************************************
 DE7425  DESIGNATION -  4J96
 DE7425  PID         -  DE7425
 DE7425  STATE/COUNTY-  WI/OUTAGAMIE
 DE7425  COUNTRY     -  US
 DE7425  USGS QUAD   -  SHIOCTON (2018)
 DE7425
 DE7425                         *CURRENT SURVEY CONTROL
 DE7425  ______________________________________________________________________
 DE7425* NAD 83(1986) POSITION- 44 28 00.7    (N) 088 31 31.4    (W)   HD_HELD2
 DE7425* NAVD 88 ORTHO HEIGHT -   233.609 (meters)      766.43  (feet) ADJUSTED
 DE7425  ______________________________________________________________________
 DE7425  GEOID HEIGHT    -        -36.339 (meters)                     GEOID18
 DE7425  DYNAMIC HEIGHT  -        233.575 (meters)      766.32  (feet) COMP
 DE7425  MODELED GRAVITY -    980,465.6   (mgal)                       NAVD 88
 DE7425
 DE7425  VERT ORDER      -  SECOND    CLASS I
 DE7425
 DE7425.The horizontal coordinates were established by autonomous hand held GPS
 DE7425.observations and have an estimated accuracy of +/- 10 meters.
 DE7425
 DE7425.The orthometric height was determined by differential leveling and
 DE7425.adjusted by the WI DEPT OF TRANSP
 DE7425.in May 2012.
 DE7425
 DE7425.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7425.GEOID18 height accuracy estimate available here.
 DE7425
 DE7425.Click photographs - Photos may exist for this station.
 DE7425
 DE7425.The dynamic height is computed by dividing the NAVD 88
 DE7425.geopotential number by the normal gravity value computed on the
 DE7425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7425.degrees latitude (g = 980.6199 gals.).
 DE7425
 DE7425.The modeled gravity was interpolated from observed gravity values.
 DE7425
 DE7425;                    North         East    Units  Estimated Accuracy
 DE7425;SPC WI C     -    71,462.      717,331.      MT  (+/- 10 meters HH2 GPS)
 DE7425
 DE7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7866624859(NAD 83)
 DE7425
 DE7425                          SUPERSEDED SURVEY CONTROL
 DE7425
 DE7425  NAVD 88 (04/20/07)  233.581  (m)          766.34   (f) SUPERSEDED  2 1
 DE7425  NAVD 88 (05/16/03)  233.591  (m)          766.37   (f) SUPERSEDED  2 1
 DE7425
 DE7425.Superseded values are not recommended for survey control.
 DE7425
 DE7425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7425.See file dsdata.pdf to determine how the superseded data were derived.
 DE7425
 DE7425_MARKER: DD = SURVEY DISK
 DE7425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7425_STAMPING: 4J96 2001
 DE7425_MARK LOGO: WIDT
 DE7425_PROJECTION: FLUSH
 DE7425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7425+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 DE7425
 DE7425  HISTORY     - Date     Condition        Report By
 DE7425  HISTORY     - 2000     MONUMENTED       WIDT
 DE7425  HISTORY     - 20030611 GOOD             USPSQD
 DE7425  HISTORY     - 20041008 GOOD             USPSQD
 DE7425  HISTORY     - 20050718 GOOD             WIDT
 DE7425  HISTORY     - 20061011 GOOD             USPSQD
 DE7425
 DE7425                          STATION DESCRIPTION
 DE7425
 DE7425'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7425'THE STATION IS LOCATED ABOUT 23 KM NORTH-NORTHWEST OF GREEN BAY AND 5
 DE7425'KM EAST OF SHIOCTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7425'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7425'HIGHWAY 54 WITH STATE HIGHWAY 187 IN THE VILLAGE OF SHIOCTON, GO EAST
 DE7425'ON STATE HIGHWAY 54 FOR 4.2 KM TO VAN PATTEN ROAD AND THE STATION ON
 DE7425'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7425'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7425'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M, FLUSH WITH
 DE7425'THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DE7425'5.8 M WEST OF THE CENTERLINE OF VAN PATTON ROAD, 65 M NORTH OF THE
 DE7425'CENTERLINE OF STATE HIGHWAY 54, 15.9 M WEST OF A METAL POST FOR A
 DE7425'--R/W-- SIGN, 12 M NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, AND
 DE7425'1.0 M EAST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION
 DE7425'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7425'THE HORIZON.
 DE7425
 DE7425                          STATION RECOVERY (2003)
 DE7425
 DE7425'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7425'RECOVERED IN GOOD CONDITION.
 DE7425
 DE7425                          STATION RECOVERY (2004)
 DE7425
 DE7425'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7425'RECOVERED IN GOOD CONDITION.  NOTE-- THE WITNESS POST IS BROKEN OFF AT
 DE7425'GROUND LEVEL.
 DE7425
 DE7425                          STATION RECOVERY (2005)
 DE7425
 DE7425'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7425'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS 18 CM BELOW
 DE7425'GROUND LEVEL.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M SOUTH, AND 1.0 M
 DE7425'NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7425
 DE7425                          STATION RECOVERY (2006)
 DE7425
 DE7425'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7569 ***********************************************************************
 DE7569  DESIGNATION -  4K01
 DE7569  PID         -  DE7569
 DE7569  STATE/COUNTY-  WI/WINNEBAGO
 DE7569  COUNTRY     -  US
 DE7569  USGS QUAD   -  NEENAH (2018)
 DE7569
 DE7569                         *CURRENT SURVEY CONTROL
 DE7569  ______________________________________________________________________
 DE7569* NAD 83(1986) POSITION- 44 11 22.0    (N) 088 29 11.8    (W)   HD_HELD2
 DE7569* NAVD 88 ORTHO HEIGHT -   231.731 (meters)      760.27  (feet) ADJUSTED
 DE7569  ______________________________________________________________________
 DE7569  GEOID HEIGHT    -        -36.372 (meters)                     GEOID18
 DE7569  DYNAMIC HEIGHT  -        231.690 (meters)      760.14  (feet) COMP
 DE7569  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 DE7569
 DE7569  VERT ORDER      -  SECOND    CLASS I
 DE7569
 DE7569.The horizontal coordinates were established by autonomous hand held GPS
 DE7569.observations and have an estimated accuracy of +/- 10 meters.
 DE7569
 DE7569.The orthometric height was determined by differential leveling and
 DE7569.adjusted by the WI DEPT OF TRANSP
 DE7569.in May 2012.
 DE7569
 DE7569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7569.GEOID18 height accuracy estimate available here.
 DE7569
 DE7569.Click photographs - Photos may exist for this station.
 DE7569
 DE7569.The dynamic height is computed by dividing the NAVD 88
 DE7569.geopotential number by the normal gravity value computed on the
 DE7569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7569.degrees latitude (g = 980.6199 gals.).
 DE7569
 DE7569.The modeled gravity was interpolated from observed gravity values.
 DE7569
 DE7569;                    North         East    Units  Estimated Accuracy
 DE7569;SPC WI S     -   244,335.      720,993.      MT  (+/- 10 meters HH2 GPS)
 DE7569
 DE7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8119193988(NAD 83)
 DE7569
 DE7569                          SUPERSEDED SURVEY CONTROL
 DE7569
 DE7569  NAVD 88 (04/20/07)  231.699  (m)          760.17   (f) SUPERSEDED  2 1
 DE7569  NAVD 88 (05/16/03)  231.707  (m)          760.19   (f) SUPERSEDED  2 1
 DE7569
 DE7569.Superseded values are not recommended for survey control.
 DE7569
 DE7569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7569.See file dsdata.pdf to determine how the superseded data were derived.
 DE7569
 DE7569_MARKER: DD = SURVEY DISK
 DE7569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7569_STAMPING: 4K01 2001
 DE7569_MARK LOGO: WIDT
 DE7569_PROJECTION: FLUSH
 DE7569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7569+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7569
 DE7569  HISTORY     - Date     Condition        Report By
 DE7569  HISTORY     - 2000     MONUMENTED       WIDT
 DE7569  HISTORY     - 20031212 GOOD             USPSQD
 DE7569  HISTORY     - 20050711 GOOD             WIDT
 DE7569
 DE7569                          STATION DESCRIPTION
 DE7569
 DE7569'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7569'THE STATION IS LOCATED IN THE CITY OF NEENAH.  OWNERSHIP--WISCONSIN
 DE7569'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DE7569'OF US HIGHWAY 41 WITH MAIN STREET ON THE WEST SIDE OF THE CITY OF
 DE7569'NEENAH, GO EAST ON MAIN STREET FOR 75 M TO THE STATION ON THE RIGHT.
 DE7569'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7569'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7569'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7569'THE STREET PAVEMENT.  THE STATION IS 75 M EAST OF THE CENTERLINE OF
 DE7569'US HIGHWAY 41, 17.3 M SOUTH OF THE CENTERLINE OF MAIN STREET, 7.0 M
 DE7569'SOUTH OF A LIGHT POLE, 1.3 M NORTHWEST OF A FENCE AND 1.0 M NORTH OF
 DE7569'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7569'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES EXCEPT FOR A POWER POLE
 DE7569'TO THE NORTHWEST EXTENDING TO 25 DEGREES, A LIGHT POLE TO THE NORTH
 DE7569'EXTENDING TO 50 DEGREES AND A SIGN TO THE EAST EXTENDING TO 40
 DE7569'DEGREES.
 DE7569
 DE7569                          STATION RECOVERY (2003)
 DE7569
 DE7569'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7569'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 36 FEET
 DE7569'SOUTHWEST OF A --BP-- GAS STATION SIGN POST.  NOTE-- THE LIGHT POLE
 DE7569'HAS 1 GUY WIRE.
 DE7569
 DE7569                          STATION RECOVERY (2005)
 DE7569
 DE7569'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7569'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12.8 M SOUTH OF THE
 DE7569'CENTERLINE OF THE TWO EASTBOUND LANES OF MAIN STREET, 7.0 M SOUTH OF
 DE7569'POWER POLE  70-6081--, 4.1 M SOUTH OF THE POWER POLE GUY WIRE ANCHOR,
 DE7569'3.2 M SOUTHEAST OF THE TOP CENTER OF A 0.4 M DIAMETER CONCRETE
 DE7569'CULVERT, AND 1.0 M NORTH, 1.0 M SOUTHWEST, AND 1.0 M SOUTHEAST OF
 DE7569'THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7577 ***********************************************************************
 DE7577  DESIGNATION -  4K04
 DE7577  PID         -  DE7577
 DE7577  STATE/COUNTY-  WI/CALUMET
 DE7577  COUNTRY     -  US
 DE7577  USGS QUAD   -  NEENAH (2018)
 DE7577
 DE7577                         *CURRENT SURVEY CONTROL
 DE7577  ______________________________________________________________________
 DE7577* NAD 83(1986) POSITION- 44 12 40.1    (N) 088 23 09.3    (W)   HD_HELD2
 DE7577* NAVD 88 ORTHO HEIGHT -   229.239 (meters)      752.10  (feet) ADJUSTED
 DE7577  ______________________________________________________________________
 DE7577  GEOID HEIGHT    -        -36.302 (meters)                     GEOID18
 DE7577  DYNAMIC HEIGHT  -        229.199 (meters)      751.96  (feet) COMP
 DE7577  MODELED GRAVITY -    980,440.4   (mgal)                       NAVD 88
 DE7577
 DE7577  VERT ORDER      -  SECOND    CLASS I
 DE7577
 DE7577.The horizontal coordinates were established by autonomous hand held GPS
 DE7577.observations and have an estimated accuracy of +/- 10 meters.
 DE7577
 DE7577.The orthometric height was determined by differential leveling and
 DE7577.adjusted by the WI DEPT OF TRANSP
 DE7577.in May 2012.
 DE7577
 DE7577.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7577.GEOID18 height accuracy estimate available here.
 DE7577
 DE7577.Click photographs - Photos may exist for this station.
 DE7577
 DE7577.The dynamic height is computed by dividing the NAVD 88
 DE7577.geopotential number by the normal gravity value computed on the
 DE7577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7577.degrees latitude (g = 980.6199 gals.).
 DE7577
 DE7577.The modeled gravity was interpolated from observed gravity values.
 DE7577
 DE7577;                    North         East    Units  Estimated Accuracy
 DE7577;SPC WI S     -   246,896.      728,996.      MT  (+/- 10 meters HH2 GPS)
 DE7577
 DE7577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8927996257(NAD 83)
 DE7577
 DE7577                          SUPERSEDED SURVEY CONTROL
 DE7577
 DE7577  NAVD 88 (04/20/07)  229.204  (m)          751.98   (f) SUPERSEDED  2 1
 DE7577  NAVD 88 (05/16/03)  229.215  (m)          752.02   (f) SUPERSEDED  2 1
 DE7577
 DE7577.Superseded values are not recommended for survey control.
 DE7577
 DE7577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7577.See file dsdata.pdf to determine how the superseded data were derived.
 DE7577
 DE7577_MARKER: DD = SURVEY DISK
 DE7577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7577_STAMPING: 4K04 2001
 DE7577_MARK LOGO: WIDT
 DE7577_PROJECTION: FLUSH
 DE7577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7577+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 DE7577
 DE7577  HISTORY     - Date     Condition        Report By
 DE7577  HISTORY     - 2000     MONUMENTED       WIDT
 DE7577  HISTORY     - 20030630 GOOD             USPSQD
 DE7577  HISTORY     - 20050817 MARK NOT FOUND   WIDT
 DE7577
 DE7577                          STATION DESCRIPTION
 DE7577
 DE7577'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7577'THE STATION IS ABOUT 35 KM SOUTHEAST OF GREEN BAY, 20 KM NORTHEAST OF
 DE7577'OSHKOSH AND 7 KM SOUTH-SOUTHEAST OF APPLETON. OWNERSHIP--WISCONSIN
 DE7577'DEPARMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE
 DE7577'EASTERNMOST JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 114 ABOUT 8
 DE7577'KM SOUTHEAST OF THE CITY OF APPLETON, GO WEST ON US HIGHWAY 10 FOR
 DE7577'3.9 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DE7577'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7577'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7577'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 17.1 M
 DE7577'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF US HIGHWAY 10, 7.8
 DE7577'M NORTHEAST OF A MANHOLE, 4.7 M SOUTH OF A STEEL --NO TRESSPASSING--
 DE7577'SIGN, 4.0 M WEST OF THE CENTERLINE OF A PRIVATE ENTRANCE AND 0.9 M
 DE7577'SOUTH OF A WHITE WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7577'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7577
 DE7577                          STATION RECOVERY (2003)
 DE7577
 DE7577'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7577'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MI WEST
 DE7577'OF FIRE LANE 4 NORTH AND 0.1 MILE EAST OF FIRE LANE 3 EXTENDED ON THE
 DE7577'NORTH SIDE OF THE HIGHWAY 10 WESTBOUND LANES.  TREES TO THE NORTH WILL
 DE7577'OBSTRUCT SATELLITE OBSERVATIONS.
 DE7577
 DE7577                          STATION RECOVERY (2005)
 DE7577
 DE7577'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7577'NOT FOUND.  NEW CONSTRUCTION ELEVATED THE PRIVATE ENTRANCE WITH FILL
 DE7577'MATERIAL ON BOTH SIDES OF THE ENTRANCE POSSIBLY COVERING THE STATION
 DE7577'WITH SEVERAL FEET OF SOIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7787 ***********************************************************************
 DE7787  DESIGNATION -  4K05
 DE7787  PID         -  DE7787
 DE7787  STATE/COUNTY-  WI/CALUMET
 DE7787  COUNTRY     -  US
 DE7787  USGS QUAD   -  SHERWOOD (2018)
 DE7787
 DE7787                         *CURRENT SURVEY CONTROL
 DE7787  ______________________________________________________________________
 DE7787* NAD 83(1986) POSITION- 44 12 31.3    (N) 088 21 47.9    (W)   HD_HELD2
 DE7787* NAVD 88 ORTHO HEIGHT -   237.897 (meters)      780.50  (feet) ADJUSTED
 DE7787  ______________________________________________________________________
 DE7787  GEOID HEIGHT    -        -36.285 (meters)                     GEOID18
 DE7787  DYNAMIC HEIGHT  -        237.856 (meters)      780.37  (feet) COMP
 DE7787  MODELED GRAVITY -    980,440.2   (mgal)                       NAVD 88
 DE7787
 DE7787  VERT ORDER      -  SECOND    CLASS I
 DE7787
 DE7787.The horizontal coordinates were established by autonomous hand held GPS
 DE7787.observations and have an estimated accuracy of +/- 10 meters.
 DE7787
 DE7787.The orthometric height was determined by differential leveling and
 DE7787.adjusted by the WI DEPT OF TRANSP
 DE7787.in May 2012.
 DE7787
 DE7787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7787.GEOID18 height accuracy estimate available here.
 DE7787
 DE7787.Click photographs - Photos may exist for this station.
 DE7787
 DE7787.The dynamic height is computed by dividing the NAVD 88
 DE7787.geopotential number by the normal gravity value computed on the
 DE7787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7787.degrees latitude (g = 980.6199 gals.).
 DE7787
 DE7787.The modeled gravity was interpolated from observed gravity values.
 DE7787
 DE7787;                    North         East    Units  Estimated Accuracy
 DE7787;SPC WI S     -   246,660.      730,808.      MT  (+/- 10 meters HH2 GPS)
 DE7787
 DE7787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9108195956(NAD 83)
 DE7787
 DE7787                          SUPERSEDED SURVEY CONTROL
 DE7787
 DE7787  NAVD 88 (04/20/07)  237.862  (m)          780.39   (f) SUPERSEDED  2 1
 DE7787  NAVD 88 (05/16/03)  237.875  (m)          780.43   (f) SUPERSEDED  2 1
 DE7787
 DE7787.Superseded values are not recommended for survey control.
 DE7787
 DE7787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7787.See file dsdata.pdf to determine how the superseded data were derived.
 DE7787
 DE7787_MARKER: DD = SURVEY DISK
 DE7787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7787_STAMPING: 4K05 2001
 DE7787_MARK LOGO: WIDT
 DE7787_PROJECTION: FLUSH
 DE7787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7787+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 DE7787
 DE7787  HISTORY     - Date     Condition        Report By
 DE7787  HISTORY     - 2000     MONUMENTED       WIDT
 DE7787  HISTORY     - 20030630 GOOD             USPSQD
 DE7787  HISTORY     - 20050807 GOOD             USPSQD
 DE7787  HISTORY     - 20050824 GOOD             WIDT
 DE7787
 DE7787                          STATION DESCRIPTION
 DE7787
 DE7787'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7787'THE STATION IS LOCATED ABOUT 34 KM SOUTHWEST OF GREEN BAY, 20 KM
 DE7787'NORTHEAST OF OSHKOSH AND 6 KM SOUTHEAST OF APPLETON.
 DE7787'OWNERSHIP--CALUMET COUNTY. TO REACH THE STATION FROM THE EASTERNMOST
 DE7787'JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 114 ABOUT 7 KM SOUTHEAST
 DE7787'OF APPLETON, GO WEST ON US HIGHWAY 10 TO COUNTY HIGHWAY LP, TURN
 DE7787'RIGHT AND GO NORTH ABOUT 93 M TO THE STATION ON THE RIGHT. THE
 DE7787'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7787'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7787'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE
 DE7787'HIGHWAY PAVEMENT. THE STATION IS 12.2 M EAST OF THE CENTERLINE OF
 DE7787'COUNTY HIGHWAY LP, 45.7 M SOUTH OF A MANHOLE, 44.4 M NORTH OF THE
 DE7787'CENTERLINE OF PRIVATE ENTRANCE FOR A--FIRE DEPARTMENT-- ,13.4 M
 DE7787'NORTHEAST OF A POST FOR A--COUNTY HIGHWAY LP-- SIGN AND 0.7 M WEST OF
 DE7787'A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7787'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7787
 DE7787                          STATION RECOVERY (2003)
 DE7787
 DE7787'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7787'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 27 M
 DE7787'NORTH OF THE CENTER OF THE DRIVEWAY TO THE 'WAVERLY SANITARY DISTRICT'
 DE7787'BUILDING.
 DE7787
 DE7787                          STATION RECOVERY (2005)
 DE7787
 DE7787'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMK)
 DE7787'RECOVERED IN GOOD CONDITION.  NOTE-- THERE WAS NO WITNESS POST
 DE7787'PRESENT.
 DE7787
 DE7787                          STATION RECOVERY (2005)
 DE7787
 DE7787'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7787'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 22.3 M SOUTH OF THE
 DE7787'TOP CENTER OF A 0.3 M DIAMETER GALVANIZED CULVERT, 13.4 M
 DE7787'NORTH-NORTHEAST OF A --COUNTY LP-- AND A --SPEED LIMIT 45-- SIGN POST,
 DE7787'14.7 M NORTHWEST OF A PARKING LOT LIGHT POLE, 12.9 M SOUTHWEST OF A
 DE7787'PARKING LOT LIGHT POLE, AND 0.7 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH
 DE7787'OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7787'NOTE-- THE CONCRETE POST HAS BEEN RECENTLY CHIPPED ON TOP AND WEST OF
 DE7787'THE DISK.  THE DISK WAS NOT HARMED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7576 ***********************************************************************
 DE7576  DESIGNATION -  4K06
 DE7576  PID         -  DE7576
 DE7576  STATE/COUNTY-  WI/CALUMET
 DE7576  COUNTRY     -  US
 DE7576  USGS QUAD   -  SHERWOOD (2018)
 DE7576
 DE7576                         *CURRENT SURVEY CONTROL
 DE7576  ______________________________________________________________________
 DE7576* NAD 83(1986) POSITION- 44 12 29.3    (N) 088 20 36.7    (W)   HD_HELD2
 DE7576* NAVD 88 ORTHO HEIGHT -   242.864 (meters)      796.80  (feet) ADJUSTED
 DE7576  ______________________________________________________________________
 DE7576  GEOID HEIGHT    -        -36.268 (meters)                     GEOID18
 DE7576  DYNAMIC HEIGHT  -        242.822 (meters)      796.66  (feet) COMP
 DE7576  MODELED GRAVITY -    980,440.5   (mgal)                       NAVD 88
 DE7576
 DE7576  VERT ORDER      -  SECOND    CLASS I
 DE7576
 DE7576.The horizontal coordinates were established by autonomous hand held GPS
 DE7576.observations and have an estimated accuracy of +/- 10 meters.
 DE7576
 DE7576.The orthometric height was determined by differential leveling and
 DE7576.adjusted by the WI DEPT OF TRANSP
 DE7576.in May 2012.
 DE7576
 DE7576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7576.GEOID18 height accuracy estimate available here.
 DE7576
 DE7576.Click photographs - Photos may exist for this station.
 DE7576
 DE7576.The dynamic height is computed by dividing the NAVD 88
 DE7576.geopotential number by the normal gravity value computed on the
 DE7576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7576.degrees latitude (g = 980.6199 gals.).
 DE7576
 DE7576.The modeled gravity was interpolated from observed gravity values.
 DE7576
 DE7576;                    North         East    Units  Estimated Accuracy
 DE7576;SPC WI S     -   246,629.      732,389.      MT  (+/- 10 meters HH2 GPS)
 DE7576
 DE7576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9266095868(NAD 83)
 DE7576
 DE7576                          SUPERSEDED SURVEY CONTROL
 DE7576
 DE7576  NAVD 88 (04/20/07)  242.829  (m)          796.68   (f) SUPERSEDED  2 1
 DE7576  NAVD 88 (05/16/03)  242.843  (m)          796.73   (f) SUPERSEDED  2 1
 DE7576
 DE7576.Superseded values are not recommended for survey control.
 DE7576
 DE7576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7576.See file dsdata.pdf to determine how the superseded data were derived.
 DE7576
 DE7576_MARKER: DD = SURVEY DISK
 DE7576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7576_STAMPING: 4K06 2001
 DE7576_MARK LOGO: WIDT
 DE7576_PROJECTION: FLUSH
 DE7576_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7576+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2010
 DE7576
 DE7576  HISTORY     - Date     Condition        Report By
 DE7576  HISTORY     - 2000     MONUMENTED       WIDT
 DE7576  HISTORY     - 20030630 MARK NOT FOUND   USPSQD
 DE7576  HISTORY     - 20050823 GOOD             WIDT
 DE7576  HISTORY     - 20100801 GOOD             GEOCAC
 DE7576
 DE7576                          STATION DESCRIPTION
 DE7576
 DE7576'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7576'THE STATION IS LOCATED ABOUT 30 KM SOUTHWEST OF GREEN BAY, 24 KM
 DE7576'NORTHEAST OF OSHKOSH AND 6 KM SOUTHEAST OF APPLETON. OWNERSHIP--TOWN
 DE7576'OF HARRISON. TO REACH THE STATION FROM THE EASTERNMOST JUNCTION OF US
 DE7576'HIGHWAY 10 WITH STATE HIGHWAY 114 ABOUT 6 KM SOUTHEAST OF APPLETON,
 DE7576'GO WEST ON US HIGHWAY 10 FOR 0.6 KM TO COOP ROAD, TURN RIGHT AND GO
 DE7576'NORTH ON COOP ROAD ABOUT 65 M TO THE STATION ON THE LEFT. THE STATION
 DE7576'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7576'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7576'SET TO A DEPTH OF 2.4 M AND ABOUT FLUSH WITH THE ROAD PAVEMENT. THE
 DE7576'STATION IS 10.0 M WEST OF THE CENTERLINE OF COOP ROAD, 34.9 M
 DE7576'NORTHEAST OF POWER POLE --40-5-- , 33.2 NORTH OF A--STOP--SIGN, 24.8
 DE7576'M SOUTH OF A--STREET AND STOP--SIGN, AND 0.9 M WEST OF A WHITE
 DE7576'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7576'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7576
 DE7576                          STATION RECOVERY (2003)
 DE7576
 DE7576'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7576'STATION NOT FOUND.  NOTE-- SOUTH COOP ROAD NO LONGER INTERSECTS WITH
 DE7576'HIGHWAYS 10-114.  THERE IS NO LONGER ANY STOP SIGN, NO STREET AND STOP
 DE7576'AHEAD SIGN, NO WITNESS POST PRESENT.  THE FORMED SECTION OF ROAD
 DE7576'SURFACE HAS ALSO BEEN REMOVED AND IS NOW A FIELD OF WEEDS.
 DE7576
 DE7576                          STATION RECOVERY (2005)
 DE7576
 DE7576'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7576'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS-- THE STATION
 DE7576'IS 0.4 MILE WEST OF THE CENTERLINE OF THE STATE HIGHWAY 114 BRIDGE
 DE7576'OVER US HIGHWAY 10, NORTH OF THE WESTERN END OF A US HIGHWAY 10 AND
 DE7576'STATE HIGHWAY 114 TURNAROUND, 51.0 M NORTH OF THE CENTERLINE OF TWO
 DE7576'WESTBOUND LANES OF US HIGHWAY 10 AND STATE HIGHWAY 114,
 DE7576'34.9 M NORTHEAST OF POWER POLE --40-5--, 32.2 M SOUTH OF THE
 DE7576'CENTERLINE OF WILZ COURT, 31.6 M SOUTHWEST OF A WILZ COURT-SOUTH LOOP
 DE7576'ROAD STREET SIGN, 10.0 M WEST OF THE EXTENDED CENTERLINE OF SOUTH LOOP
 DE7576'ROAD, AND 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE
 DE7576'WHITE PLASTIC WITNESS POSTS.  NOTE-- THE MONUMENT IS 0.5 M BELOW
 DE7576'GROUND LEVEL.
 DE7576
 DE7576                          STATION RECOVERY (2010)
 DE7576
 DE7576'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DE7576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7728 ***********************************************************************
 DE7728  DESIGNATION -  4K07
 DE7728  PID         -  DE7728
 DE7728  STATE/COUNTY-  WI/CALUMET
 DE7728  COUNTRY     -  US
 DE7728  USGS QUAD   -  SHERWOOD (2018)
 DE7728
 DE7728                         *CURRENT SURVEY CONTROL
 DE7728  ______________________________________________________________________
 DE7728* NAD 83(1986) POSITION- 44 12 49.19   (N) 088 19 22.87   (W)   HD_HELD1
 DE7728* NAVD 88 ORTHO HEIGHT -   243.253 (meters)      798.07  (feet) ADJUSTED
 DE7728  ______________________________________________________________________
 DE7728  GEOID HEIGHT    -        -36.251 (meters)                     GEOID18
 DE7728  DYNAMIC HEIGHT  -        243.211 (meters)      797.93  (feet) COMP
 DE7728  MODELED GRAVITY -    980,442.2   (mgal)                       NAVD 88
 DE7728
 DE7728  VERT ORDER      -  SECOND    CLASS I
 DE7728
 DE7728.The horizontal coordinates were determined by differentially corrected
 DE7728.hand held GPS observations or other comparable positioning techniques
 DE7728.and have an estimated accuracy of +/- 3 meters.
 DE7728
 DE7728.The orthometric height was determined by differential leveling and
 DE7728.adjusted by the WI DEPT OF TRANSP
 DE7728.in May 2012.
 DE7728
 DE7728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7728.GEOID18 height accuracy estimate available here.
 DE7728
 DE7728.Click photographs - Photos may exist for this station.
 DE7728
 DE7728.The dynamic height is computed by dividing the NAVD 88
 DE7728.geopotential number by the normal gravity value computed on the
 DE7728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7728.degrees latitude (g = 980.6199 gals.).
 DE7728
 DE7728.The modeled gravity was interpolated from observed gravity values.
 DE7728
 DE7728;                    North         East    Units  Estimated Accuracy
 DE7728;SPC WI S     -   247,276.0     734,016.0     MT  (+/- 3 meters HH1 GPS) 
 DE7728
 DE7728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9430996455(NAD 83)
 DE7728
 DE7728                          SUPERSEDED SURVEY CONTROL
 DE7728
 DE7728  NAVD 88 (04/20/07)  243.217  (m)          797.95   (f) SUPERSEDED  2 1
 DE7728  NAVD 88 (05/16/03)  243.232  (m)          798.00   (f) SUPERSEDED  2 1
 DE7728
 DE7728.Superseded values are not recommended for survey control.
 DE7728
 DE7728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7728.See file dsdata.pdf to determine how the superseded data were derived.
 DE7728
 DE7728_MARKER: DD = SURVEY DISK
 DE7728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7728_STAMPING: 4K07 2001
 DE7728_MARK LOGO: WIDT
 DE7728_PROJECTION: PROJECTING 2 CENTIMETERS
 DE7728_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7728+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 DE7728
 DE7728  HISTORY     - Date     Condition        Report By
 DE7728  HISTORY     - 2000     MONUMENTED       WIDT
 DE7728  HISTORY     - 2001     GOOD             WIDT
 DE7728  HISTORY     - 20030630 GOOD             USPSQD
 DE7728  HISTORY     - 20050807 GOOD             USPSQD
 DE7728  HISTORY     - 20050824 GOOD             WIDT
 DE7728
 DE7728                          STATION DESCRIPTION
 DE7728
 DE7728'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7728'THE STATION IS LOCATED ABOUT 10 KM SOUTHEAST OF APPLETON, 8 KM
 DE7728'SOUTHWEST OF KAUKAUNA, AND 6 KM EAST OF MENASHA. OWNERSHIP--CALUMET
 DE7728'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 AND
 DE7728'STATE HIGHWAY 114 ABOUT 9 KM SOUTHEAST OF THE CITY OF APPLETON, GO
 DE7728'NORTHEAST ON US HIGHWAY 10 FOR 1.1 KM TO COUNTY HIGHWAY N , TURN LEFT
 DE7728'AND GO NORTH ON COUNTY HIGHWAY N FOR 50 M TO THE STATION ON THE
 DE7728'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7728'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7728'DIAMETER CONCRETE POST AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT. THE
 DE7728'STATION IS 24.8 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY N, 46.3 M
 DE7728'SOUTHEAST OF TELEPHONE PEDESTAL --L1338 57--, 43.8 M NORTHWEST OF THE
 DE7728'CENTERLINE OF US HIGHWAY 10, 35.2 M SOUTHWEST OF LIGHTPOLE --15--,
 DE7728'26.4 M NORTHEAST OF POWER POLE --71-2841--, 0.9 M WEST OF A WHITE
 DE7728'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7728'OBSTRUCTIONS EXTENDING HIGHER THEN 15 DEGREES ABOVE THE HORIZION
 DE7728'EXCEPT FOR TREES TO THE WEST OF THE STATION.
 DE7728
 DE7728                          STATION RECOVERY (2003)
 DE7728
 DE7728'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7728'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SOUTH OF A
 DE7728'PARK-N-RIDE LOT, 18 M NORTHEAST OF HIGHWAY SIGN --COUNTY N, SOFT
 DE7728'SHOULDERS-- AND --ADOPT-A-HIGHWAY-- SIGN.  NOTE-- THE LIGHTPOLE IS NOT
 DE7728'NUMBERED AND IS ON THE SOUTH-EDGE OF A PARK-N-RIDE LOT.
 DE7728
 DE7728                          STATION RECOVERY (2005)
 DE7728
 DE7728'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMK)
 DE7728'RECOVERED IN GOOD CONDITION.
 DE7728
 DE7728                          STATION RECOVERY (2005)
 DE7728
 DE7728'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7728'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M WEST, 1.0 M
 DE7728'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7639 ***********************************************************************
 DE7639  DESIGNATION -  4K08
 DE7639  PID         -  DE7639
 DE7639  STATE/COUNTY-  WI/CALUMET
 DE7639  COUNTRY     -  US
 DE7639  USGS QUAD   -  SHERWOOD (2018)
 DE7639
 DE7639                         *CURRENT SURVEY CONTROL
 DE7639  ______________________________________________________________________
 DE7639* NAD 83(1986) POSITION- 44 11 53.4    (N) 088 18 12.4    (W)   HD_HELD2
 DE7639* NAVD 88 ORTHO HEIGHT -   242.768 (meters)      796.48  (feet) ADJUSTED
 DE7639  ______________________________________________________________________
 DE7639  GEOID HEIGHT    -        -36.233 (meters)                     GEOID18
 DE7639  DYNAMIC HEIGHT  -        242.726 (meters)      796.34  (feet) COMP
 DE7639  MODELED GRAVITY -    980,440.5   (mgal)                       NAVD 88
 DE7639
 DE7639  VERT ORDER      -  SECOND    CLASS I
 DE7639
 DE7639.The horizontal coordinates were established by autonomous hand held GPS
 DE7639.observations and have an estimated accuracy of +/- 10 meters.
 DE7639
 DE7639.The orthometric height was determined by differential leveling and
 DE7639.adjusted by the WI DEPT OF TRANSP
 DE7639.in May 2012.
 DE7639
 DE7639.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7639.GEOID18 height accuracy estimate available here.
 DE7639
 DE7639.Click photographs - Photos may exist for this station.
 DE7639
 DE7639.The dynamic height is computed by dividing the NAVD 88
 DE7639.geopotential number by the normal gravity value computed on the
 DE7639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7639.degrees latitude (g = 980.6199 gals.).
 DE7639
 DE7639.The modeled gravity was interpolated from observed gravity values.
 DE7639
 DE7639;                    North         East    Units  Estimated Accuracy
 DE7639;SPC WI S     -   245,586.      735,615.      MT  (+/- 10 meters HH2 GPS)
 DE7639
 DE7639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9584594709(NAD 83)
 DE7639
 DE7639                          SUPERSEDED SURVEY CONTROL
 DE7639
 DE7639  NAVD 88 (04/20/07)  242.731  (m)          796.36   (f) SUPERSEDED  2 1
 DE7639  NAVD 88 (05/16/03)  242.746  (m)          796.41   (f) SUPERSEDED  2 1
 DE7639
 DE7639.Superseded values are not recommended for survey control.
 DE7639
 DE7639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7639.See file dsdata.pdf to determine how the superseded data were derived.
 DE7639
 DE7639_MARKER: DD = SURVEY DISK
 DE7639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7639_STAMPING: 4K08 2001
 DE7639_MARK LOGO: WIDT
 DE7639_PROJECTION: FLUSH
 DE7639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7639+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DE7639
 DE7639  HISTORY     - Date     Condition        Report By
 DE7639  HISTORY     - 2000     MONUMENTED       WIDT
 DE7639  HISTORY     - 20030630 GOOD             USPSQD
 DE7639  HISTORY     - 20050807 GOOD             USPSQD
 DE7639  HISTORY     - 20050822 GOOD             WIDT
 DE7639
 DE7639                          STATION DESCRIPTION
 DE7639
 DE7639'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7639'THE STATION IS LOCATED ABOUT 42 KM SOUTHWEST OF GREEN BAY, 24 KM
 DE7639'NORTHEAST OF OSHKOSH AND 10 KM SOUTHEAST OF APPLETON. OWNERSHIP--TOWN
 DE7639'OF HARRISON. TO REACH THE STATION FROM THE EASTERNMOST JUNCTION US
 DE7639'HIGHWAY 10 WITH STATE HIGHWAY 114 ABOUT 9 KM SOUTHEAST OF THE CITY OF
 DE7639'APPLETON, GO SOUTHEAST ON STATE HIGHWAY 114 FOR 2.7 KM TO STATE PARK
 DE7639'ROAD, TURN LEFT AND GO NORTH ON STATE PARK ROAD FOR 0.25 KM TO THE
 DE7639'STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7639'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7639'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.3
 DE7639'M BELOW THE ROAD PAVEMENT. THE STATION IS 10.0 M EAST OF THE
 DE7639'CENTERLINE OF STATE PARK ROAD, 38.6 M NORTHWEST OF A BASEBALL DIAMOND
 DE7639'FOUL POLE, 35.6 M SOUTHEAST OF TELEPHONE PEDESTAL --23-2-- , 19.7 M
 DE7639'SOUTHEAST OF A --NO PARKING-- SIGN, 15.0 M NORTHEAST OF EAST END OF
 DE7639'STEEL CULVERT AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7639'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7639'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT A TREE TO THE SOUTH RISING
 DE7639'TO 30 DEGREES.
 DE7639
 DE7639                          STATION RECOVERY (2003)
 DE7639
 DE7639'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7639'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1 M WEST
 DE7639'OF A WHITE PLASTIC POST.
 DE7639
 DE7639                          STATION RECOVERY (2005)
 DE7639
 DE7639'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMK)
 DE7639'RECOVERED IN GOOD CONDITION.
 DE7639
 DE7639                          STATION RECOVERY (2005)
 DE7639
 DE7639'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7639'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7639'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7640 ***********************************************************************
 DE7640  DESIGNATION -  4K09
 DE7640  PID         -  DE7640
 DE7640  STATE/COUNTY-  WI/CALUMET
 DE7640  COUNTRY     -  US
 DE7640  USGS QUAD   -  SHERWOOD (2018)
 DE7640
 DE7640                         *CURRENT SURVEY CONTROL
 DE7640  ______________________________________________________________________
 DE7640* NAD 83(1986) POSITION- 44 11 06.6    (N) 088 16 31.7    (W)   HD_HELD2
 DE7640* NAVD 88 ORTHO HEIGHT -   243.333 (meters)      798.34  (feet) ADJUSTED
 DE7640  ______________________________________________________________________
 DE7640  GEOID HEIGHT    -        -36.202 (meters)                     GEOID18
 DE7640  DYNAMIC HEIGHT  -        243.291 (meters)      798.20  (feet) COMP
 DE7640  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 DE7640
 DE7640  VERT ORDER      -  SECOND    CLASS I
 DE7640
 DE7640.The horizontal coordinates were established by autonomous hand held GPS
 DE7640.observations and have an estimated accuracy of +/- 10 meters.
 DE7640
 DE7640.The orthometric height was determined by differential leveling and
 DE7640.adjusted by the WI DEPT OF TRANSP
 DE7640.in May 2012.
 DE7640
 DE7640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7640.GEOID18 height accuracy estimate available here.
 DE7640
 DE7640.Click photographs - Photos may exist for this station.
 DE7640
 DE7640.The dynamic height is computed by dividing the NAVD 88
 DE7640.geopotential number by the normal gravity value computed on the
 DE7640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7640.degrees latitude (g = 980.6199 gals.).
 DE7640
 DE7640.The modeled gravity was interpolated from observed gravity values.
 DE7640
 DE7640;                    North         East    Units  Estimated Accuracy
 DE7640;SPC WI S     -   244,188.      737,881.      MT  (+/- 10 meters HH2 GPS)
 DE7640
 DE7640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9805893230(NAD 83)
 DE7640
 DE7640                          SUPERSEDED SURVEY CONTROL
 DE7640
 DE7640  NAVD 88 (04/20/07)  243.296  (m)          798.21   (f) SUPERSEDED  2 1
 DE7640  NAVD 88 (05/16/03)  243.311  (m)          798.26   (f) SUPERSEDED  2 1
 DE7640
 DE7640.Superseded values are not recommended for survey control.
 DE7640
 DE7640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7640.See file dsdata.pdf to determine how the superseded data were derived.
 DE7640
 DE7640_MARKER: DD = SURVEY DISK
 DE7640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7640_STAMPING: 4K09 2001
 DE7640_MARK LOGO: WIDT
 DE7640_PROJECTION: FLUSH
 DE7640_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7640+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2006
 DE7640
 DE7640  HISTORY     - Date     Condition        Report By
 DE7640  HISTORY     - 2000     MONUMENTED       WIDT
 DE7640  HISTORY     - 20030630 GOOD             USPSQD
 DE7640  HISTORY     - 20050822 GOOD             WIDT
 DE7640  HISTORY     - 20061025 GOOD             USPSQD
 DE7640
 DE7640                          STATION DESCRIPTION
 DE7640
 DE7640'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7640'THIS STATION IS LOCATED ABOUT 25 KM NORTHEAST OF OSHKOSH AND 12 KM
 DE7640'SOUTHEAST OF APPLETON. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7640'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7640'10 WITH STATE HIGHWAY 114 ABOUT 9 KM SOUTHEAST OF THE CITY OF
 DE7640'APPLETON, GO SOUTHEAST ON STATE HIGHWAY 114 FOR 4.4 KM TO THE
 DE7640'JUNCTION OF STATE HIGHWAY 55 WITH STATE HIGHWAY 114, CONTINUE
 DE7640'SOUTHEAST ON STATE HIGHWAY 55 AND STATE HIGHWAY 114 FOR 0.9 KM TO THE
 DE7640'STATION ON THE LEFT. THE STATION IS BRONZE WISCONSIN DEPARTMENT OF
 DE7640'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7640'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5
 DE7640'M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 12.6 M NORTHEAST OF THE
 DE7640'CENTERLINE OF STATE HIGHWAY 55 AND STATE HIGHWAY 114, 23.5 M
 DE7640'NORTHWEST OF A POST FOR A --R/W--SIGN, 11.4 M SOUTHEAST OF THE
 DE7640'CENTERLINE OF A FIELD ENTRANCE, 3 M SOUTHWEST OF A CULTIVATED FIELD
 DE7640'AND 1.0 M SOUTHWEST OF A WHITE PLATIC WITNESS POST. ---NOTE--THIS
 DE7640'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7640'ABOVE THE HORIZON.
 DE7640
 DE7640                          STATION RECOVERY (2003)
 DE7640
 DE7640'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7640'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1
 DE7640'MILE SOUTHEAST OF A RAILROAD CROSSING.
 DE7640
 DE7640                          STATION RECOVERY (2005)
 DE7640
 DE7640'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7640'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 30.2 M (NOT 23.5
 DE7640'M) NORTHWEST OF A YELLOW PLASTIC RIGHT-OF-WAY POST, AND 11.6 M (NOT
 DE7640'12.6 M) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 55 AND STATE
 DE7640'HIGHWAY 114.  ADD-- THE STATION IS 1.0 M SOUTHWEST, 1.0 M SOUTHEAST,
 DE7640'AND 1.0 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7640
 DE7640                          STATION RECOVERY (2006)
 DE7640
 DE7640'RECOVERY NOTE BY US POWER SQUADRON 2006 (JK)
 DE7640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7641 ***********************************************************************
 DE7641  DESIGNATION -  4K10
 DE7641  PID         -  DE7641
 DE7641  STATE/COUNTY-  WI/CALUMET
 DE7641  COUNTRY     -  US
 DE7641  USGS QUAD   -  HILBERT (2018)
 DE7641
 DE7641                         *CURRENT SURVEY CONTROL
 DE7641  ______________________________________________________________________
 DE7641* NAD 83(1986) POSITION- 44 10 10.6    (N) 088 13 29.2    (W)   HD_HELD2
 DE7641* NAVD 88 ORTHO HEIGHT -   257.058 (meters)      843.36  (feet) ADJUSTED
 DE7641  ______________________________________________________________________
 DE7641  GEOID HEIGHT    -        -36.142 (meters)                     GEOID18
 DE7641  DYNAMIC HEIGHT  -        257.014 (meters)      843.22  (feet) COMP
 DE7641  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 DE7641
 DE7641  VERT ORDER      -  SECOND    CLASS I
 DE7641
 DE7641.The horizontal coordinates were established by autonomous hand held GPS
 DE7641.observations and have an estimated accuracy of +/- 10 meters.
 DE7641
 DE7641.The orthometric height was determined by differential leveling and
 DE7641.adjusted by the WI DEPT OF TRANSP
 DE7641.in May 2012.
 DE7641
 DE7641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7641.GEOID18 height accuracy estimate available here.
 DE7641
 DE7641.Click photographs - Photos may exist for this station.
 DE7641
 DE7641.The dynamic height is computed by dividing the NAVD 88
 DE7641.geopotential number by the normal gravity value computed on the
 DE7641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7641.degrees latitude (g = 980.6199 gals.).
 DE7641
 DE7641.The modeled gravity was interpolated from observed gravity values.
 DE7641
 DE7641;                    North         East    Units  Estimated Accuracy
 DE7641;SPC WI S     -   242,545.      741,970.      MT  (+/- 10 meters HH2 GPS)
 DE7641
 DE7641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0208491440(NAD 83)
 DE7641
 DE7641                          SUPERSEDED SURVEY CONTROL
 DE7641
 DE7641  NAVD 88 (04/20/07)  257.021  (m)          843.24   (f) SUPERSEDED  2 1
 DE7641  NAVD 88 (05/16/03)  257.035  (m)          843.29   (f) SUPERSEDED  2 1
 DE7641
 DE7641.Superseded values are not recommended for survey control.
 DE7641
 DE7641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7641.See file dsdata.pdf to determine how the superseded data were derived.
 DE7641
 DE7641_MARKER: DD = SURVEY DISK
 DE7641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7641_STAMPING: 4K10 2001
 DE7641_MARK LOGO: WIDT
 DE7641_PROJECTION: FLUSH
 DE7641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7641+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DE7641
 DE7641  HISTORY     - Date     Condition        Report By
 DE7641  HISTORY     - 2000     MONUMENTED       WIDT
 DE7641  HISTORY     - 20030630 GOOD             USPSQD
 DE7641  HISTORY     - 20050822 GOOD             WIDT
 DE7641
 DE7641                          STATION DESCRIPTION
 DE7641
 DE7641'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7641'THE STATION IS LOCATED ABOUT 26 KM EAST OF OSHKOSH AND 16 KM
 DE7641'SOUTHEAST OF APPLETON. OWNERSHIP--CALUMET COUNTY. TO REACH THE
 DE7641'STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE HIGHWAY 114
 DE7641'ABOUT 16 KM SOUTHEAST OF THE CITY OF APPLETON, GO NORTH ON STATE
 DE7641'HIGHWAY 114 FOR 0.8 KM TO COUNTY HIGHWAY B, TURN RIGHT AND GO EAST ON
 DE7641'COUNTY HIGHWAY B FOR 2.9 KM TO THE STATION ON THE LEFT. THE STATION
 DE7641'IS BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7641'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7641'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7641'THE STATION IS 13.8 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B,
 DE7641'30.4 M WEST OF THE CENTERLINE OF ELM ROAD, 28.0 M NORTH OF TELEPHONE
 DE7641'PEDESTAL --3000 15-- , 23.4 M WEST OF A POST FOR A --STOP-- SIGN, 1.1
 DE7641'M SOUTHEAST OF A POST FOR A --R/W-- SIGN AND 0.9 M SOUTH OF A WHITE
 DE7641'PLASTIC WITNESS POST. --NOTE--THIS STATION HAS NO VISIBLE
 DE7641'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7641
 DE7641                          STATION RECOVERY (2003)
 DE7641
 DE7641'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7641'RECOVERED IN GOOD CONDITION.
 DE7641
 DE7641                          STATION RECOVERY (2005)
 DE7641
 DE7641'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7641'RECOVERED IN GOOD CONDITION.  NOTE-- THERE ARE TWO RECENT GOUGES
 DE7641'ACROSS THE TOP OF THE CONCRETE POST RUNNING EAST TO WEST AT THE
 DE7641'SOUTHEAST CORNER OF THE POST.  ADD-- THE STATION IS 0.9 M SOUTH, 1.0 M
 DE7641'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7755 ***********************************************************************
 DE7755  DESIGNATION -  4K11
 DE7755  PID         -  DE7755
 DE7755  STATE/COUNTY-  WI/CALUMET
 DE7755  COUNTRY     -  US
 DE7755  USGS QUAD   -  CHILTON (2018)
 DE7755
 DE7755                         *CURRENT SURVEY CONTROL
 DE7755  ______________________________________________________________________
 DE7755* NAD 83(1986) POSITION- 44 07 13.6    (N) 088 08 11.7    (W)   HD_HELD2
 DE7755* NAVD 88 ORTHO HEIGHT -   260.652 (meters)      855.16  (feet) ADJUSTED
 DE7755  ______________________________________________________________________
 DE7755  GEOID HEIGHT    -        -36.075 (meters)                     GEOID18
 DE7755  DYNAMIC HEIGHT  -        260.606 (meters)      855.00  (feet) COMP
 DE7755  MODELED GRAVITY -    980,435.9   (mgal)                       NAVD 88
 DE7755
 DE7755  VERT ORDER      -  SECOND    CLASS I
 DE7755
 DE7755.The horizontal coordinates were established by autonomous hand held GPS
 DE7755.observations and have an estimated accuracy of +/- 10 meters.
 DE7755
 DE7755.The orthometric height was determined by differential leveling and
 DE7755.adjusted by the WI DEPT OF TRANSP
 DE7755.in May 2012.
 DE7755
 DE7755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7755.GEOID18 height accuracy estimate available here.
 DE7755
 DE7755.Click photographs - Photos may exist for this station.
 DE7755
 DE7755.The dynamic height is computed by dividing the NAVD 88
 DE7755.geopotential number by the normal gravity value computed on the
 DE7755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7755.degrees latitude (g = 980.6199 gals.).
 DE7755
 DE7755.The modeled gravity was interpolated from observed gravity values.
 DE7755
 DE7755;                    North         East    Units  Estimated Accuracy
 DE7755;SPC WI S     -   237,237.      749,144.      MT  (+/- 10 meters HH2 GPS)
 DE7755
 DE7755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0905985878(NAD 83)
 DE7755
 DE7755                          SUPERSEDED SURVEY CONTROL
 DE7755
 DE7755  NAVD 88 (04/20/07)  260.612  (m)          855.02   (f) SUPERSEDED  2 1
 DE7755  NAVD 88 (05/16/03)  260.631  (m)          855.09   (f) SUPERSEDED  2 1
 DE7755
 DE7755.Superseded values are not recommended for survey control.
 DE7755
 DE7755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7755.See file dsdata.pdf to determine how the superseded data were derived.
 DE7755
 DE7755_MARKER: DD = SURVEY DISK
 DE7755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7755_STAMPING: 4K11 2001
 DE7755_MARK LOGO: WIDT
 DE7755_PROJECTION: FLUSH
 DE7755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7755+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7755
 DE7755  HISTORY     - Date     Condition        Report By
 DE7755  HISTORY     - 2000     MONUMENTED       WIDT
 DE7755  HISTORY     - 20030630 GOOD             USPSQD
 DE7755  HISTORY     - 20050822 GOOD             WIDT
 DE7755  HISTORY     - 20060908 GOOD             USPSQD
 DE7755  HISTORY     - 20061001 GOOD             USPSQD
 DE7755
 DE7755                          STATION DESCRIPTION
 DE7755
 DE7755'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7755'THE STATION IS LOCATED ABOUT 28 KM SOUTHEAST OF APPLETON, 10 KM
 DE7755'NORTH-NORTHEAST OF CHILTON AND 8 KM SOUTHWEST OF BRILLION
 DE7755'OWNERSHIP--CALUMET COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DE7755'STATE HIGHWAY 32 WITH STATE HIGHWAY 114 IN THE VILLAGE OF HILBERT, GO
 DE7755'SOUTH ON STATE HIGHWAY 32 FOR FOR 1.9 KM TO COUNTY HIGHWAY PP, TURN
 DE7755'LEFT AND GO EAST ON COUNTY HIGHWAY PP FOR 2.1 KM TO THE STATION ON
 DE7755'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7755'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7755'A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.3 M BELOW THE HIGHWAY
 DE7755'PAVEMENT. THE STATION IS 13.6 M SOUTH OF THE CENTERLINE OF COUNTY
 DE7755'HIGHWAY PP, 31.0 M SOUTHEAST OF TELEPHONE PEDESTAL --1108--, 28.7 M
 DE7755'SOUTHWEST OF TELEPHONE PEDESTAL --1875--, 0.75 M NORTH OF A
 DE7755'CULTIVATED FIELD AND 0.5 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7755'THIS STATION HAS NO OBSTRUCTIONS EXTENDING HIGHER THEN 15 DEGREES
 DE7755'ABOVE THE HORIZON.
 DE7755
 DE7755                          STATION RECOVERY (2003)
 DE7755
 DE7755'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7755'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.2
 DE7755'MILE WEST OF A HIGH TENSION POWER LINE CROSSING AND 0.1 MILE EAST OF
 DE7755'DRIVEWAY TO W1985.
 DE7755
 DE7755                          STATION RECOVERY (2005)
 DE7755
 DE7755'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7755'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE EAST OF
 DE7755'IRISH ROAD AND 0.5 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE
 DE7755'PLASTIC WITNESS POSTS.
 DE7755
 DE7755                          STATION RECOVERY (2006)
 DE7755
 DE7755'RECOVERY NOTE BY US POWER SQUADRON 2006 (JK)
 DE7755'RECOVERED IN GOOD CONDITION.
 DE7755
 DE7755                          STATION RECOVERY (2006)
 DE7755
 DE7755'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7755'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7643 ***********************************************************************
 DE7643  DESIGNATION -  4K12
 DE7643  PID         -  DE7643
 DE7643  STATE/COUNTY-  WI/CALUMET
 DE7643  COUNTRY     -  US
 DE7643  USGS QUAD   -  POTTER (2018)
 DE7643
 DE7643                         *CURRENT SURVEY CONTROL
 DE7643  ______________________________________________________________________
 DE7643* NAD 83(1986) POSITION- 44 07 17.9    (N) 088 06 49.5    (W)   HD_HELD2
 DE7643* NAVD 88 ORTHO HEIGHT -   264.110 (meters)      866.50  (feet) ADJUSTED
 DE7643  ______________________________________________________________________
 DE7643  GEOID HEIGHT    -        -36.067 (meters)                     GEOID18
 DE7643  DYNAMIC HEIGHT  -        264.064 (meters)      866.35  (feet) COMP
 DE7643  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 DE7643
 DE7643  VERT ORDER      -  SECOND    CLASS I
 DE7643
 DE7643.The horizontal coordinates were established by autonomous hand held GPS
 DE7643.observations and have an estimated accuracy of +/- 10 meters.
 DE7643
 DE7643.The orthometric height was determined by differential leveling and
 DE7643.adjusted by the WI DEPT OF TRANSP
 DE7643.in May 2012.
 DE7643
 DE7643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7643.GEOID18 height accuracy estimate available here.
 DE7643
 DE7643.Click photographs - Photos may exist for this station.
 DE7643
 DE7643.The dynamic height is computed by dividing the NAVD 88
 DE7643.geopotential number by the normal gravity value computed on the
 DE7643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7643.degrees latitude (g = 980.6199 gals.).
 DE7643
 DE7643.The modeled gravity was interpolated from observed gravity values.
 DE7643
 DE7643;                    North         East    Units  Estimated Accuracy
 DE7643;SPC WI S     -   237,410.      750,968.      MT  (+/- 10 meters HH2 GPS)
 DE7643
 DE7643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1088885986(NAD 83)
 DE7643
 DE7643                          SUPERSEDED SURVEY CONTROL
 DE7643
 DE7643  NAVD 88 (04/20/07)  264.069  (m)          866.37   (f) SUPERSEDED  2 1
 DE7643  NAVD 88 (05/16/03)  264.091  (m)          866.44   (f) SUPERSEDED  2 1
 DE7643
 DE7643.Superseded values are not recommended for survey control.
 DE7643
 DE7643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7643.See file dsdata.pdf to determine how the superseded data were derived.
 DE7643
 DE7643_MARKER: DD = SURVEY DISK
 DE7643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7643_STAMPING: 4K12 2001
 DE7643_MARK LOGO: WIDT
 DE7643_PROJECTION: FLUSH
 DE7643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7643+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7643
 DE7643  HISTORY     - Date     Condition        Report By
 DE7643  HISTORY     - 2001     MONUMENTED       WIDT
 DE7643  HISTORY     - 20030630 MARK NOT FOUND   USPSQD
 DE7643  HISTORY     - 20050822 GOOD             WIDT
 DE7643  HISTORY     - 20061001 GOOD             USPSQD
 DE7643
 DE7643                          STATION DESCRIPTION
 DE7643
 DE7643'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7643'THE STATION IS LOCATED ABOUT 27 KM SOUTHEAST OF APPLETON AND 35 KM
 DE7643'WEST OF MANITOWOC.  OWNERSHIP--TOWN OF RAUTOUL TO REACH THE STATION
 DE7643'FROM THE JUNCTION OF STATE HIGHWAY 114 WITH STATE HIGHWAY 32 IN THE
 DE7643'VILLAGE OF HILBERT, GO SOUTH ON STATE HIGHWAY 32 FOR 1.9 KM TO COUNTY
 DE7643'HIGHWAY PP, TURN LEFT AND GO EAST ON COUNTY HIGHWAY PP FOR 4.0 KM TO
 DE7643'RIEMER ROAD, TURN LEFT AND GO NORTH ON RIEMER ROAD FOR ABOUT 150 M TO
 DE7643'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7643'OF TRANSPORTATION SURVEY DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7643'CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.8
 DE7643'M EAST OF THE CENTERLINE OF RIEMER ROAD, 34.1 M NORTHEAST OF POWER
 DE7643'POLE --1920-16WS--, 26.2 M WEST-SOUTHWEST OF NORTHWEST CORNER METAL
 DE7643'CATTLE SHED, 10.0 M NORTH OF CENTERLINE OF PRIVATE ENTRANCE, AND 0.5
 DE7643'M WEST OF A WHITE PLASTIC WITNESS POST.  THIS STATION HAS NO VISIBLE
 DE7643'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7643
 DE7643                          STATION RECOVERY (2003)
 DE7643
 DE7643'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7643'NOT FOUND.  NOTE-- THE POWER POLE IS NUMBERED 1920-16W5.  THERE IS NO
 DE7643'WITNESS POST PRESENT.
 DE7643
 DE7643                          STATION RECOVERY (2005)
 DE7643
 DE7643'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7643'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M WEST, 1.0 M
 DE7643'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7643
 DE7643                          STATION RECOVERY (2006)
 DE7643
 DE7643'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7643'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7644 ***********************************************************************
 DE7644  DESIGNATION -  4K13
 DE7644  PID         -  DE7644
 DE7644  STATE/COUNTY-  WI/CALUMET
 DE7644  COUNTRY     -  US
 DE7644  USGS QUAD   -  POTTER (2018)
 DE7644
 DE7644                         *CURRENT SURVEY CONTROL
 DE7644  ______________________________________________________________________
 DE7644* NAD 83(1986) POSITION- 44 07 17.4    (N) 088 05 17.1    (W)   HD_HELD2
 DE7644* NAVD 88 ORTHO HEIGHT -   245.167 (meters)      804.35  (feet) ADJUSTED
 DE7644  ______________________________________________________________________
 DE7644  GEOID HEIGHT    -        -36.062 (meters)                     GEOID18
 DE7644  DYNAMIC HEIGHT  -        245.124 (meters)      804.21  (feet) COMP
 DE7644  MODELED GRAVITY -    980,438.4   (mgal)                       NAVD 88
 DE7644
 DE7644  VERT ORDER      -  SECOND    CLASS I
 DE7644
 DE7644.The horizontal coordinates were established by autonomous hand held GPS
 DE7644.observations and have an estimated accuracy of +/- 10 meters.
 DE7644
 DE7644.The orthometric height was determined by differential leveling and
 DE7644.adjusted by the WI DEPT OF TRANSP
 DE7644.in May 2012.
 DE7644
 DE7644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7644.GEOID18 height accuracy estimate available here.
 DE7644
 DE7644.Click photographs - Photos may exist for this station.
 DE7644
 DE7644.The dynamic height is computed by dividing the NAVD 88
 DE7644.geopotential number by the normal gravity value computed on the
 DE7644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7644.degrees latitude (g = 980.6199 gals.).
 DE7644
 DE7644.The modeled gravity was interpolated from observed gravity values.
 DE7644
 DE7644;                    North         East    Units  Estimated Accuracy
 DE7644;SPC WI S     -   237,442.      753,023.      MT  (+/- 10 meters HH2 GPS)
 DE7644
 DE7644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1294185943(NAD 83)
 DE7644
 DE7644                          SUPERSEDED SURVEY CONTROL
 DE7644
 DE7644  NAVD 88 (04/20/07)  245.125  (m)          804.21   (f) SUPERSEDED  2 1
 DE7644  NAVD 88 (05/16/03)  245.150  (m)          804.30   (f) SUPERSEDED  2 1
 DE7644
 DE7644.Superseded values are not recommended for survey control.
 DE7644
 DE7644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7644.See file dsdata.pdf to determine how the superseded data were derived.
 DE7644
 DE7644_MARKER: DD = SURVEY DISK
 DE7644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7644_STAMPING: 4K13 2001
 DE7644_MARK LOGO: WIDT
 DE7644_PROJECTION: FLUSH
 DE7644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7644+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7644
 DE7644  HISTORY     - Date     Condition        Report By
 DE7644  HISTORY     - 2001     MONUMENTED       WIDT
 DE7644  HISTORY     - 20030630 GOOD             USPSQD
 DE7644  HISTORY     - 20050822 GOOD             WIDT
 DE7644  HISTORY     - 20061001 GOOD             USPSQD
 DE7644
 DE7644                          STATION DESCRIPTION
 DE7644
 DE7644'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7644'THE STATION IS LOCATED ABOUT 15 KM SOUTHEAST OF SHERWOOD AND 12 KM
 DE7644'NORTHEAST OF CHILTON.  OWNERSHIP--CALUMET COUNTY   TO REACH THE
 DE7644'STATION FROM THE JUNCTION OF STATE HIGHWAY 114 WITH STATE HIGHWAY 32
 DE7644'IN THE VILLAGE OF HILBERT, GO SOUTH ON STATE HIGHWAY 32 FOR 1.9 KM
 DE7644'THE COUNTY HIGHWAY PP, TURN LEFT AND GO EAST ON COUNTY HIGHWAY PP FOR
 DE7644'5.6 KM TO THE VILLAGE OF POTTER, CONTINUE EAST ON COUNTY HIGHWAY PP
 DE7644'FOR 0.3 KM TO STATION THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7644'DEPARTMENT OF TRANSPORTATION SURVEY DISK SET IN THE TOP A 41-CM
 DE7644'DIAMETER CONCRETE POST ABOUT 0.7 M BELOW THE HIGHWAY PAVEMENT.    THE
 DE7644'STATION IS 10.6 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY PP, 29.5
 DE7644'M SOUTH OF POWER POLE --1920-15E12--, 13.2 M WEST-NORTHWEST OF
 DE7644'TELEPHONE PEDESTAL --1148--, 6.0 NORTH OF CULTIVATED FIELD, AND 1.0 M
 DE7644'NORTH OF A WHITE PLASTIC WITNESS POST.    THIS STATION HAS NO VISIBLE
 DE7644'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7644
 DE7644                          STATION RECOVERY (2003)
 DE7644
 DE7644'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7644'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 MILE
 DE7644'EAST OF THE RAILROAD CROSSING OF COUNTY HIGHWAY PP IN POTTER AND 0.2
 DE7644'MILE SOUTHWEST OF THE JUNCTION OF COUNTY HIGHWAYS JJ AND PP.
 DE7644
 DE7644                          STATION RECOVERY (2005)
 DE7644
 DE7644'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7644'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLE IS ALSO NUMBERED
 DE7644'--688--.  ADD-- THE STATION IS 0.5 MILE EAST OF COUNTY HIGHWAY Y, 0.2
 DE7644'MILE EAST OF A RAILROAD CROSSING, AND 1.0 M NORTH, 1.0 M EAST, AND 1.0
 DE7644'M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7644
 DE7644                          STATION RECOVERY (2006)
 DE7644
 DE7644'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7644'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7723 ***********************************************************************
 DE7723  DESIGNATION -  4K14
 DE7723  PID         -  DE7723
 DE7723  STATE/COUNTY-  WI/CALUMET
 DE7723  COUNTRY     -  US
 DE7723  USGS QUAD   -  POTTER (2018)
 DE7723
 DE7723                         *CURRENT SURVEY CONTROL
 DE7723  ______________________________________________________________________
 DE7723* NAD 83(1986) POSITION- 44 07 26.6    (N) 088 04 00.4    (W)   HD_HELD2
 DE7723* NAVD 88 ORTHO HEIGHT -   257.967 (meters)      846.35  (feet) ADJUSTED
 DE7723  ______________________________________________________________________
 DE7723  GEOID HEIGHT    -        -36.056 (meters)                     GEOID18
 DE7723  DYNAMIC HEIGHT  -        257.923 (meters)      846.20  (feet) COMP
 DE7723  MODELED GRAVITY -    980,439.4   (mgal)                       NAVD 88
 DE7723
 DE7723  VERT ORDER      -  SECOND    CLASS I
 DE7723
 DE7723.The horizontal coordinates were established by autonomous hand held GPS
 DE7723.observations and have an estimated accuracy of +/- 10 meters.
 DE7723
 DE7723.The orthometric height was determined by differential leveling and
 DE7723.adjusted by the WI DEPT OF TRANSP
 DE7723.in May 2012.
 DE7723
 DE7723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7723.GEOID18 height accuracy estimate available here.
 DE7723
 DE7723.Click photographs - Photos may exist for this station.
 DE7723
 DE7723.The dynamic height is computed by dividing the NAVD 88
 DE7723.geopotential number by the normal gravity value computed on the
 DE7723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7723.degrees latitude (g = 980.6199 gals.).
 DE7723
 DE7723.The modeled gravity was interpolated from observed gravity values.
 DE7723
 DE7723;                    North         East    Units  Estimated Accuracy
 DE7723;SPC WI S     -   237,765.      754,721.      MT  (+/- 10 meters HH2 GPS)
 DE7723
 DE7723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1465086204(NAD 83)
 DE7723
 DE7723                          SUPERSEDED SURVEY CONTROL
 DE7723
 DE7723  NAVD 88 (04/20/07)  257.925  (m)          846.21   (f) SUPERSEDED  2 1
 DE7723  NAVD 88 (05/16/03)  257.951  (m)          846.29   (f) SUPERSEDED  2 1
 DE7723
 DE7723.Superseded values are not recommended for survey control.
 DE7723
 DE7723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7723.See file dsdata.pdf to determine how the superseded data were derived.
 DE7723
 DE7723_MARKER: DD = SURVEY DISK
 DE7723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7723_STAMPING: 4K14 2001
 DE7723_MARK LOGO: WIDT
 DE7723_PROJECTION: FLUSH
 DE7723_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7723+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7723
 DE7723  HISTORY     - Date     Condition        Report By
 DE7723  HISTORY     - 2001     MONUMENTED       WIDT
 DE7723  HISTORY     - 20030630 GOOD             USPSQD
 DE7723  HISTORY     - 20050824 GOOD             WIDT
 DE7723  HISTORY     - 20061001 GOOD             USPSQD
 DE7723
 DE7723                          STATION DESCRIPTION
 DE7723
 DE7723'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7723'THE STATION IS LOCATED ABOUT 48 M NORTHEAST OF FOND DU LAC, 31 KM
 DE7723'WEST OF MANITOWOC, AND 26 KM SOUTHEAST OF APPLETON.  OWNERSHIP--
 DE7723'CALUMET COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7723'10 WITH STATE HIGHWAY 32 ABOUT 16 KM SOUTHEAST OF THE CITY APPLETON,
 DE7723'GO EAST ON US HIGHWAY 10 FOR 8.5 KM TO COUNTY HIGHWAY PP IN THE CITY
 DE7723'OF BILLION, CONTINUE EAST ON US HIGHWAY 10 FOR 1.6 KM TO LONG LAKE
 DE7723'ROAD, TURN RIGHT AND GO SOUTH ON LONG LAKE ROAD FOR 6.6 KM TO COUNTY
 DE7723'HIGHWAY JJ ON THE RIGHT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY JJ
 DE7723'FOR 1.6 KM TO EAST RIVER ROAD, CONTINUE WEST ON COUNTY HIGHWAY JJ FOR
 DE7723'0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7723'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7723'IN THE TOP OF A 41 CM DIAMETER CONCRETE POST ABOUT 0.5 M BELOW
 DE7723'HIGHWAY PAVEMENT.  THE STATION IS 6.8 M SOUTH OF THE CENTERLINE OF
 DE7723'COUNTY HIGHWAY JJ, 69 M EAST OF THE CENTER OF PRIVATE ENTRANCE --W
 DE7723'581 --, 21.7 M SOUTHEAST OF POWER POLE -- 1920-11R1--, 5 M NORTH OF A
 DE7723'CULTIVATED FIELD, 1.2 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7723'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 DE7723'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7723
 DE7723                          STATION RECOVERY (2003)
 DE7723
 DE7723'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7723'RECOVERED IN GOOD CONDITION.
 DE7723
 DE7723                          STATION RECOVERY (2005)
 DE7723
 DE7723'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7723'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLE IS NUMBERED
 DE7723'--1920-11R11-- (NOT --1920-11R1--).  ADD-- THE STATION IS 1.0 M NORTH,
 DE7723'1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7723
 DE7723                          STATION RECOVERY (2006)
 DE7723
 DE7723'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7645 ***********************************************************************
 DE7645  DESIGNATION -  4K15
 DE7645  PID         -  DE7645
 DE7645  STATE/COUNTY-  WI/CALUMET
 DE7645  COUNTRY     -  US
 DE7645  USGS QUAD   -  POTTER (2018)
 DE7645
 DE7645                         *CURRENT SURVEY CONTROL
 DE7645  ______________________________________________________________________
 DE7645* NAD 83(1986) POSITION- 44 07 09.06   (N) 088 02 36.24   (W)   HD_HELD1
 DE7645* NAVD 88 ORTHO HEIGHT -   255.462 (meters)      838.13  (feet) ADJUSTED
 DE7645  ______________________________________________________________________
 DE7645  GEOID HEIGHT    -        -36.052 (meters)                     GEOID18
 DE7645  DYNAMIC HEIGHT  -        255.418 (meters)      837.98  (feet) COMP
 DE7645  MODELED GRAVITY -    980,438.8   (mgal)                       NAVD 88
 DE7645
 DE7645  VERT ORDER      -  SECOND    CLASS I
 DE7645
 DE7645.The horizontal coordinates were determined by differentially corrected
 DE7645.hand held GPS observations or other comparable positioning techniques
 DE7645.and have an estimated accuracy of +/- 3 meters.
 DE7645
 DE7645.The orthometric height was determined by differential leveling and
 DE7645.adjusted by the WI DEPT OF TRANSP
 DE7645.in May 2012.
 DE7645
 DE7645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7645.GEOID18 height accuracy estimate available here.
 DE7645
 DE7645.Click photographs - Photos may exist for this station.
 DE7645
 DE7645.The dynamic height is computed by dividing the NAVD 88
 DE7645.geopotential number by the normal gravity value computed on the
 DE7645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7645.degrees latitude (g = 980.6199 gals.).
 DE7645
 DE7645.The modeled gravity was interpolated from observed gravity values.
 DE7645
 DE7645;                    North         East    Units  Estimated Accuracy
 DE7645;SPC WI S     -   237,267.3     756,604.3     MT  (+/- 3 meters HH1 GPS) 
 DE7645
 DE7645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1651385639(NAD 83)
 DE7645
 DE7645                          SUPERSEDED SURVEY CONTROL
 DE7645
 DE7645  NAVD 88 (04/20/07)  255.419  (m)          837.99   (f) SUPERSEDED  2 1
 DE7645  NAVD 88 (05/16/03)  255.447  (m)          838.08   (f) SUPERSEDED  2 1
 DE7645
 DE7645.Superseded values are not recommended for survey control.
 DE7645
 DE7645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7645.See file dsdata.pdf to determine how the superseded data were derived.
 DE7645
 DE7645_MARKER: DD = SURVEY DISK
 DE7645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7645_STAMPING: 4K15 2001
 DE7645_MARK LOGO: WIDT
 DE7645_PROJECTION: FLUSH
 DE7645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7645+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7645
 DE7645  HISTORY     - Date     Condition        Report By
 DE7645  HISTORY     - 2001     MONUMENTED       WIDT
 DE7645  HISTORY     - 20030619 GOOD             USPSQD
 DE7645  HISTORY     - 20050822 GOOD             WIDT
 DE7645  HISTORY     - 20061001 GOOD             USPSQD
 DE7645
 DE7645                          STATION DESCRIPTION
 DE7645
 DE7645'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7645'THE STATION IS LOCATED ABOUT 45 KM NORTHEAST OF FOND DU LAC, 33 KM
 DE7645'SOUTHEAST OF APPLETON, AND 29 KM OF MANITOWOC.    OWNERSHIP-- CALUMENT
 DE7645'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH
 DE7645'STATE HIGHWAY 32 ABOUT 16 KM SOUTHEAST OF THE CITY OF APPLETON.  GO
 DE7645'EAST ON US HIGHWAY 10 FOR 8.5 KM TO COUNTY PP IN THE CITY OF
 DE7645'BRILLION, CONTINUE EAST ON US HIGHWAY 10 FOR 1.6 KM TO LONG LAKE
 DE7645'ROAD, TURN RIGHT AND GO SOUTH FOR 6.7 KM TO COUNTY JJ ON THE RIGHT,
 DE7645'CONTINUE SOUTH ON COUNTY HIGHWAY JJ FOR 0.3 KM TO THE STATION ON THE
 DE7645'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7645'TRANSPORTATION GEODETIC SURVEY CONROL STATION DISK SET IN THE TOP OF
 DE7645'A 41 CM DIAMETER ROUND CONCRETE POST ABOUT 1.5 M BELOW HIGHWAY
 DE7645'PAVEMENT.  THE STATION IS 8.9 WEST OF THE CENTERLINE OF COUNTY
 DE7645'HIGHWAY JJ, 119 M NORTH OF FIELD ENTRANCE CENTERLINE, 72 M SOUTH OF
 DE7645'FIELD ENTRANCE CENTERLINE, 5.0 M EAST OF CULTIVATED FIELD, 1.1 KM
 DE7645'NORTH OF FISCHER ROAD, 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7645'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 DE7645'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7645
 DE7645                          STATION RECOVERY (2003)
 DE7645
 DE7645'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7645'RECOVERED IN GOOD CONDITION.
 DE7645
 DE7645                          STATION RECOVERY (2005)
 DE7645
 DE7645'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7645'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 118 M
 DE7645'SOUTH-SOUTHWEST OF A --LEFT CURVE AHEAD 55 MPH-- WOODEN SIGN POST AND
 DE7645'1.0 M EAST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC
 DE7645'WITNESS POSTS.
 DE7645
 DE7645                          STATION RECOVERY (2006)
 DE7645
 DE7645'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7671 ***********************************************************************
 DE7671  DESIGNATION -  4K16
 DE7671  PID         -  DE7671
 DE7671  STATE/COUNTY-  WI/CALUMET
 DE7671  COUNTRY     -  US
 DE7671  USGS QUAD   -  BRILLION (2018)
 DE7671
 DE7671                         *CURRENT SURVEY CONTROL
 DE7671  ______________________________________________________________________
 DE7671* NAD 83(1986) POSITION- 44 08 20.2    (N) 088 02 38.4    (W)   HD_HELD2
 DE7671* NAVD 88 ORTHO HEIGHT -   261.759 (meters)      858.79  (feet) ADJUSTED
 DE7671  ______________________________________________________________________
 DE7671  GEOID HEIGHT    -        -36.049 (meters)                     GEOID18
 DE7671  DYNAMIC HEIGHT  -        261.714 (meters)      858.64  (feet) COMP
 DE7671  MODELED GRAVITY -    980,442.0   (mgal)                       NAVD 88
 DE7671
 DE7671  VERT ORDER      -  SECOND    CLASS I
 DE7671
 DE7671.The horizontal coordinates were established by autonomous hand held GPS
 DE7671.observations and have an estimated accuracy of +/- 10 meters.
 DE7671
 DE7671.The orthometric height was determined by differential leveling and
 DE7671.adjusted by the WI DEPT OF TRANSP
 DE7671.in May 2012.
 DE7671
 DE7671.No vertical observational check was made to the station.
 DE7671
 DE7671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7671.GEOID18 height accuracy estimate available here.
 DE7671
 DE7671.Click photographs - Photos may exist for this station.
 DE7671
 DE7671.The dynamic height is computed by dividing the NAVD 88
 DE7671.geopotential number by the normal gravity value computed on the
 DE7671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7671.degrees latitude (g = 980.6199 gals.).
 DE7671
 DE7671.The modeled gravity was interpolated from observed gravity values.
 DE7671
 DE7671;                    North         East    Units  Estimated Accuracy
 DE7671;SPC WI S     -   239,461.      756,505.      MT  (+/- 10 meters HH2 GPS)
 DE7671
 DE7671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1649387835(NAD 83)
 DE7671
 DE7671                          SUPERSEDED SURVEY CONTROL
 DE7671
 DE7671  NAVD 88 (04/20/07)  261.716  (m)          858.65   (f) SUPERSEDED  2 1
 DE7671  NAVD 88 (05/16/03)  261.744  (m)          858.74   (f) SUPERSEDED  2 1
 DE7671
 DE7671.Superseded values are not recommended for survey control.
 DE7671
 DE7671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7671.See file dsdata.pdf to determine how the superseded data were derived.
 DE7671
 DE7671_MARKER: DD = SURVEY DISK
 DE7671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7671_STAMPING: 4K16 2001
 DE7671_MARK LOGO: WIDT
 DE7671_PROJECTION: FLUSH
 DE7671_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7671+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7671
 DE7671  HISTORY     - Date     Condition        Report By
 DE7671  HISTORY     - 20000816 MONUMENTED       WIDT
 DE7671  HISTORY     - 20030630 GOOD             USPSQD
 DE7671  HISTORY     - 20050822 GOOD             WIDT
 DE7671  HISTORY     - 20061001 GOOD             USPSQD
 DE7671
 DE7671                          STATION DESCRIPTION
 DE7671
 DE7671'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7671'THE STATION IS LOCATED ABOUT 27 KM SOUTHEAST OF APPLETON AND 26 KM
 DE7671'WEST OF MANITOWOC. OWNERSHIP--TOWN OF RANTOUL.    TO REACH THE STATION
 DE7671'FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 32 ABOUT 16 KM
 DE7671'SOUTHEAST OF THE CITY OF APPLETON, GO EAST ON US HIGHWAY 10 FOR 10.1
 DE7671'KM TO LONG LAKE ROAD, TURN RIGHT AND GO SOUTH ON LONG LAKE ROAD FOR
 DE7671'4.7 KM TO GRASSHOPPER ROAD AND THE STATION ON THE RIGHT. THE STATION
 DE7671'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7671'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7671'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DE7671'STATION IS 8.7 M SOUTH OF THE CENTERLINE OF GRASSHOPPER ROAD, 43 M
 DE7671'SOUTHWEST OF A TELEPHONE POLE --1420--, 43 M WEST OF THE CENTERLINE
 DE7671'OF LONG LAKE ROAD, 18.5 M SOUTH-SOUTHEAST OF A WOODEN POST --DEAD
 DE7671'END-- SIGN, 1.3 M NORTH OF A CULTIVATED FIELD, AND 0.4 M NORTH OF A
 DE7671'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7671'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7671
 DE7671                          STATION RECOVERY (2003)
 DE7671
 DE7671'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7671'RECOVERED IN GOOD CONDITION.
 DE7671
 DE7671                          STATION RECOVERY (2005)
 DE7671
 DE7671'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7671'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 43.5 M SOUTHEAST OF
 DE7671'POWER POLE --1920-1R2-- AND 0.4 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF
 DE7671'THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- POWER POLE --1420-- NO
 DE7671'LONGER EXISTS.
 DE7671
 DE7671                          STATION RECOVERY (2006)
 DE7671
 DE7671'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7670 ***********************************************************************
 DE7670  DESIGNATION -  4K17
 DE7670  PID         -  DE7670
 DE7670  STATE/COUNTY-  WI/MANITOWOC
 DE7670  COUNTRY     -  US
 DE7670  USGS QUAD   -  BRILLION (2018)
 DE7670
 DE7670                         *CURRENT SURVEY CONTROL
 DE7670  ______________________________________________________________________
 DE7670* NAD 83(1986) POSITION- 44 09 02.64   (N) 088 02 36.62   (W)   HD_HELD1
 DE7670* NAVD 88 ORTHO HEIGHT -   258.340 (meters)      847.57  (feet) ADJUSTED
 DE7670  ______________________________________________________________________
 DE7670  GEOID HEIGHT    -        -36.049 (meters)                     GEOID18
 DE7670  DYNAMIC HEIGHT  -        258.296 (meters)      847.43  (feet) COMP
 DE7670  MODELED GRAVITY -    980,443.9   (mgal)                       NAVD 88
 DE7670
 DE7670  VERT ORDER      -  SECOND    CLASS I
 DE7670
 DE7670.The horizontal coordinates were determined by differentially corrected
 DE7670.hand held GPS observations or other comparable positioning techniques
 DE7670.and have an estimated accuracy of +/- 3 meters.
 DE7670
 DE7670.The orthometric height was determined by differential leveling and
 DE7670.adjusted by the WI DEPT OF TRANSP
 DE7670.in May 2012.
 DE7670
 DE7670.No vertical observational check was made to the station.
 DE7670
 DE7670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7670.GEOID18 height accuracy estimate available here.
 DE7670
 DE7670.Click photographs - Photos may exist for this station.
 DE7670
 DE7670.The dynamic height is computed by dividing the NAVD 88
 DE7670.geopotential number by the normal gravity value computed on the
 DE7670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7670.degrees latitude (g = 980.6199 gals.).
 DE7670
 DE7670.The modeled gravity was interpolated from observed gravity values.
 DE7670
 DE7670;                    North         East    Units  Estimated Accuracy
 DE7670;SPC WI S     -   240,771.9     756,513.6     MT  (+/- 3 meters HH1 GPS) 
 DE7670
 DE7670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1654989144(NAD 83)
 DE7670
 DE7670                          SUPERSEDED SURVEY CONTROL
 DE7670
 DE7670  NAVD 88 (04/20/07)  258.297  (m)          847.43   (f) SUPERSEDED  2 1
 DE7670  NAVD 88 (05/16/03)  258.326  (m)          847.52   (f) SUPERSEDED  2 1
 DE7670
 DE7670.Superseded values are not recommended for survey control.
 DE7670
 DE7670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7670.See file dsdata.pdf to determine how the superseded data were derived.
 DE7670
 DE7670_MARKER: DD = SURVEY DISK
 DE7670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7670_STAMPING: 4K17 2001
 DE7670_MARK LOGO: WIDT
 DE7670_PROJECTION: FLUSH
 DE7670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7670+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7670
 DE7670  HISTORY     - Date     Condition        Report By
 DE7670  HISTORY     - 20000816 MONUMENTED       WIDT
 DE7670  HISTORY     - 20030630 MARK NOT FOUND   USPSQD
 DE7670  HISTORY     - 20050906 GOOD             WIDT
 DE7670  HISTORY     - 20061001 GOOD             USPSQD
 DE7670
 DE7670                          STATION DESCRIPTION
 DE7670
 DE7670'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7670'THE STATION IS LOCATED ABOUT 31 KM SOUTHEAST OF APPLETON, AND 29 KM
 DE7670'NORTHWEST OF MANITOWOC.  OWNERSHIP--TOWN OF ROCKLAND.  TO REACH THE
 DE7670'STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 32
 DE7670'ABOUT 32 KM SOUTHEAST OF THE CITY OF APPLETON, GO EAST ON US HIGHWAY
 DE7670'10 FOR 10.1 KM TO LONG LAKE ROAD, TURN RIGHT AND GO SOUTH ON LONG
 DE7670'LAKE ROAD FOR 3.1 KM TO MANITOWOC ROAD ON THE LEFT, CONTINUE SOUTH ON
 DE7670'LONG LAKE ROAD FOR 0.3 KM TO THE STATION ON THE LEFT.  THE STATION IS
 DE7670'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7670'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7670'SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M ROAD PAVEMENT.    THE STATION
 DE7670'IS 7.5 M EAST OF THE CENTERLINE OF LONG LAKE ROAD, ABOUT 480 M NORTH
 DE7670'OF BOOT LAKE ROAD, 71.2 M NORTH-NORTHEAST OF A WOODEN SIGN --SCHOOL
 DE7670'BUS STOP AHEAD--, 18.5 M EAST-NORTHEAST OF A POWER POLE --1920 1E6--,
 DE7670'1 M WEST OF A CULTIVATED FIELD, AND 0 .7 M WEST OF A WHITE PLASTIC
 DE7670'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7670'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7670
 DE7670                          STATION RECOVERY (2003)
 DE7670
 DE7670'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7670'STATION NOT FOUND.  THERE IS NO WITNESS POST PRESENT.
 DE7670
 DE7670                          STATION RECOVERY (2005)
 DE7670
 DE7670'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7670'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 18.5 M
 DE7670'EAST-SOUTHEAST (NOT EAST-NORTHEAST) OF POWER POLE --1920 1E6--.  ADD--
 DE7670'THE STATION IS 0.7 M WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST OF
 DE7670'THREE WHITE PLASTIC WITNESS POSTS.
 DE7670
 DE7670                          STATION RECOVERY (2006)
 DE7670
 DE7670'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7669 ***********************************************************************
 DE7669  DESIGNATION -  4K18
 DE7669  PID         -  DE7669
 DE7669  STATE/COUNTY-  WI/CALUMET
 DE7669  COUNTRY     -  US
 DE7669  USGS QUAD   -  BRILLION (2018)
 DE7669
 DE7669                         *CURRENT SURVEY CONTROL
 DE7669  ______________________________________________________________________
 DE7669* NAD 83(1986) POSITION- 44 10 06.01   (N) 088 02 37.72   (W)   HD_HELD1
 DE7669* NAVD 88 ORTHO HEIGHT -   264.937 (meters)      869.21  (feet) ADJUSTED
 DE7669  ______________________________________________________________________
 DE7669  GEOID HEIGHT    -        -36.052 (meters)                     GEOID18
 DE7669  DYNAMIC HEIGHT  -        264.894 (meters)      869.07  (feet) COMP
 DE7669  MODELED GRAVITY -    980,446.7   (mgal)                       NAVD 88
 DE7669
 DE7669  VERT ORDER      -  SECOND    CLASS I
 DE7669
 DE7669.The horizontal coordinates were determined by differentially corrected
 DE7669.hand held GPS observations or other comparable positioning techniques
 DE7669.and have an estimated accuracy of +/- 3 meters.
 DE7669
 DE7669.The orthometric height was determined by differential leveling and
 DE7669.adjusted by the WI DEPT OF TRANSP
 DE7669.in May 2012.
 DE7669
 DE7669.No vertical observational check was made to the station.
 DE7669
 DE7669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7669.GEOID18 height accuracy estimate available here.
 DE7669
 DE7669.Click photographs - Photos may exist for this station.
 DE7669
 DE7669.The dynamic height is computed by dividing the NAVD 88
 DE7669.geopotential number by the normal gravity value computed on the
 DE7669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7669.degrees latitude (g = 980.6199 gals.).
 DE7669
 DE7669.The modeled gravity was interpolated from observed gravity values.
 DE7669
 DE7669;                    North         East    Units  Estimated Accuracy
 DE7669;SPC WI S     -   242,726.7     756,443.3     MT  (+/- 3 meters HH1 GPS) 
 DE7669
 DE7669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1655091099(NAD 83)
 DE7669
 DE7669                          SUPERSEDED SURVEY CONTROL
 DE7669
 DE7669  NAVD 88 (04/20/07)  264.894  (m)          869.07   (f) SUPERSEDED  2 1
 DE7669  NAVD 88 (05/16/03)  264.923  (m)          869.17   (f) SUPERSEDED  2 1
 DE7669
 DE7669.Superseded values are not recommended for survey control.
 DE7669
 DE7669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7669.See file dsdata.pdf to determine how the superseded data were derived.
 DE7669
 DE7669_MARKER: DD = SURVEY DISK
 DE7669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7669_STAMPING: 4K18 2001
 DE7669_MARK LOGO: WIDT
 DE7669_PROJECTION: FLUSH
 DE7669_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7669+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7669
 DE7669  HISTORY     - Date     Condition        Report By
 DE7669  HISTORY     - 20000816 MONUMENTED       WIDT
 DE7669  HISTORY     - 20030630 GOOD             USPSQD
 DE7669  HISTORY     - 20050822 GOOD             WIDT
 DE7669  HISTORY     - 20061001 GOOD             USPSQD
 DE7669
 DE7669                          STATION DESCRIPTION
 DE7669
 DE7669'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7669'THIS STATION IS LOCATED ABOUT 30 KM SOUTHEAST OF APPLETON AND 30 KM
 DE7669'NORTHWEST OF MANITOWOC.  OWNERSHIP--TOWN OF BRILLION.  TO REACH THE
 DE7669'STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 32
 DE7669'ABOUT 16 KM SOUTHEAST OF THE CITY OF APPLETON, GO EAST ON US HIGHWAY
 DE7669'10 FOR 10.1 KM TO LONG LAKE ROAD, TURN RIGHT AND GO SOUTH ON LONG
 DE7669'LAKE ROAD FOR 1.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DE7669'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7669'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7669'A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT. THE STATION
 DE7669'IS 8.4 M WEST OF THE CENTERLINE OF LONG LAKE ROAD, 44.6 M NORTH OF
 DE7669'THE CENTERLINE OF NATIONAL AVENUE, 39.4 M SOUTH OF A WOODEN SIGN --
 DE7669'--, 35.5 M SOUTHWEST OF A POWER POLE --2021 30L3--, AND 0.9 M EAST OF
 DE7669'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7669'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7669
 DE7669                          STATION RECOVERY (2003)
 DE7669
 DE7669'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7669'STATION RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 0.9
 DE7669'M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7669
 DE7669                          STATION RECOVERY (2005)
 DE7669
 DE7669'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7669'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M EAST, 0.8 M
 DE7669'NORTH, AND 0.8 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7669
 DE7669                          STATION RECOVERY (2006)
 DE7669
 DE7669'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7668 ***********************************************************************
 DE7668  DESIGNATION -  4K19
 DE7668  PID         -  DE7668
 DE7668  STATE/COUNTY-  WI/MANITOWOC
 DE7668  COUNTRY     -  US
 DE7668  USGS QUAD   -  BRILLION (2018)
 DE7668
 DE7668                         *CURRENT SURVEY CONTROL
 DE7668  ______________________________________________________________________
 DE7668* NAD 83(1986) POSITION- 44 11 14.00   (N) 088 01 30.08   (W)   HD_HELD1
 DE7668* NAVD 88 ORTHO HEIGHT -   276.543 (meters)      907.29  (feet) ADJUSTED
 DE7668  ______________________________________________________________________
 DE7668  GEOID HEIGHT    -        -36.054 (meters)                     GEOID18
 DE7668  DYNAMIC HEIGHT  -        276.498 (meters)      907.14  (feet) COMP
 DE7668  MODELED GRAVITY -    980,447.1   (mgal)                       NAVD 88
 DE7668
 DE7668  VERT ORDER      -  SECOND    CLASS I
 DE7668
 DE7668.The horizontal coordinates were determined by differentially corrected
 DE7668.hand held GPS observations or other comparable positioning techniques
 DE7668.and have an estimated accuracy of +/- 3 meters.
 DE7668
 DE7668.The orthometric height was determined by differential leveling and
 DE7668.adjusted by the WI DEPT OF TRANSP
 DE7668.in May 2012.
 DE7668
 DE7668.No vertical observational check was made to the station.
 DE7668
 DE7668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7668.GEOID18 height accuracy estimate available here.
 DE7668
 DE7668.Click photographs - Photos may exist for this station.
 DE7668
 DE7668.The dynamic height is computed by dividing the NAVD 88
 DE7668.geopotential number by the normal gravity value computed on the
 DE7668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7668.degrees latitude (g = 980.6199 gals.).
 DE7668
 DE7668.The modeled gravity was interpolated from observed gravity values.
 DE7668
 DE7668;                    North         East    Units  Estimated Accuracy
 DE7668;SPC WI S     -   244,860.2     757,895.9     MT  (+/- 3 meters HH1 GPS) 
 DE7668
 DE7668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1807893178(NAD 83)
 DE7668
 DE7668                          SUPERSEDED SURVEY CONTROL
 DE7668
 DE7668  NAVD 88 (04/20/07)  276.498  (m)          907.14   (f) SUPERSEDED  2 1
 DE7668  NAVD 88 (05/16/03)  276.530  (m)          907.25   (f) SUPERSEDED  2 1
 DE7668
 DE7668.Superseded values are not recommended for survey control.
 DE7668
 DE7668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7668.See file dsdata.pdf to determine how the superseded data were derived.
 DE7668
 DE7668_MARKER: DD = SURVEY DISK
 DE7668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7668_STAMPING: 4K19 2001
 DE7668_MARK LOGO: WIDT
 DE7668_PROJECTION: FLUSH
 DE7668_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7668+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7668
 DE7668  HISTORY     - Date     Condition        Report By
 DE7668  HISTORY     - 20000816 MONUMENTED       WIDT
 DE7668  HISTORY     - 20030619 GOOD             USPSQD
 DE7668  HISTORY     - 20050906 GOOD             WIDT
 DE7668  HISTORY     - 20061003 GOOD             USPSQD
 DE7668
 DE7668                          STATION DESCRIPTION
 DE7668
 DE7668'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7668'THIS STATION IS LOCATED ABOUT 28 KM EAST-SOUTHEAST OF APPLETON AND 28
 DE7668'KM WEST-NORTHWEST OF MANITOWOC.  OWNERSHIP--TOWN OF MAPLE GROVE.  TO
 DE7668'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DE7668'HIGHWAY 32 ABOUT 16 KM SOUTHEAST OF THE CITY OF APPLETON, GO EAST ON
 DE7668'US HIGHWAY 10 FOR 11.7 KM TO OAKWOOD ROAD, TURN LEFT AND GO NORTH ON
 DE7668'OAKWOOD ROAD FOR 0.8 KM TO REIFS MILLS ROAD, CONTINUE NORTH ON
 DE7668'OAKWOOD ROAD FOR 0.5 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DE7668'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7668'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7668'A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE
 DE7668'STATION IS 4.5 M WEST OF THE CENTERLINE OF OAKWOOD ROAD, ABOUT 240 M
 DE7668'SOUTH OF TAUS ROAD, 45 M NORTHWEST OF PRIVATE ENTRANCE --7401 MAPLE
 DE7668'GROVE--, 24.2 M NORTH-NORTHWEST OF A POWER POLE --2021-20L5--, 14.6 M
 DE7668'SOUTHWEST OF A WOODEN SIGN --STOP AHEAD--, 3 M EAST OF A CULTIVATED
 DE7668'FIELD, AND 0.7 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7668'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7668'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7668
 DE7668                          STATION RECOVERY (2003)
 DE7668
 DE7668'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7668'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NO WITNESS POST
 DE7668'PRESENT.  THE CONCRETE POST AND STATION HAS BEEN PAINTED ORANGE.
 DE7668
 DE7668                          STATION RECOVERY (2005)
 DE7668
 DE7668'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7668'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M EAST, 1.0 M
 DE7668'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7668
 DE7668                          STATION RECOVERY (2006)
 DE7668
 DE7668'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7605 ***********************************************************************
 DE7605  DESIGNATION -  4K46
 DE7605  PID         -  DE7605
 DE7605  STATE/COUNTY-  WI/OUTAGAMIE
 DE7605  COUNTRY     -  US
 DE7605  USGS QUAD   -  ONEIDA SOUTH (2018)
 DE7605
 DE7605                         *CURRENT SURVEY CONTROL
 DE7605  ______________________________________________________________________
 DE7605* NAD 83(1986) POSITION- 44 29 16.1    (N) 088 13 45.3    (W)   HD_HELD2
 DE7605* NAVD 88 ORTHO HEIGHT -   229.652 (meters)      753.45  (feet) ADJUSTED
 DE7605  ______________________________________________________________________
 DE7605  GEOID HEIGHT    -        -36.238 (meters)                     GEOID18
 DE7605  DYNAMIC HEIGHT  -        229.621 (meters)      753.35  (feet) COMP
 DE7605  MODELED GRAVITY -    980,479.1   (mgal)                       NAVD 88
 DE7605
 DE7605  VERT ORDER      -  SECOND    CLASS I
 DE7605
 DE7605.The horizontal coordinates were established by autonomous hand held GPS
 DE7605.observations and have an estimated accuracy of +/- 10 meters.
 DE7605
 DE7605.The orthometric height was determined by differential leveling and
 DE7605.adjusted by the WI DEPT OF TRANSP
 DE7605.in May 2012.
 DE7605
 DE7605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7605.GEOID18 height accuracy estimate available here.
 DE7605
 DE7605.Click photographs - Photos may exist for this station.
 DE7605
 DE7605.The dynamic height is computed by dividing the NAVD 88
 DE7605.geopotential number by the normal gravity value computed on the
 DE7605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7605.degrees latitude (g = 980.6199 gals.).
 DE7605
 DE7605.The modeled gravity was interpolated from observed gravity values.
 DE7605
 DE7605;                    North         East    Units  Estimated Accuracy
 DE7605;SPC WI C     -    74,259.      740,840.      MT  (+/- 10 meters HH2 GPS)
 DE7605
 DE7605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0225626789(NAD 83)
 DE7605
 DE7605                          SUPERSEDED SURVEY CONTROL
 DE7605
 DE7605  NAVD 88 (04/20/07)  229.615  (m)          753.33   (f) SUPERSEDED  2 1
 DE7605  NAVD 88 (05/16/03)  229.657  (m)          753.47   (f) SUPERSEDED  2 1
 DE7605
 DE7605.Superseded values are not recommended for survey control.
 DE7605
 DE7605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7605.See file dsdata.pdf to determine how the superseded data were derived.
 DE7605
 DE7605_MARKER: DD = SURVEY DISK
 DE7605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7605_STAMPING: 4K46 2001
 DE7605_MARK LOGO: WIDT
 DE7605_PROJECTION: FLUSH
 DE7605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7605+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 DE7605
 DE7605  HISTORY     - Date     Condition        Report By
 DE7605  HISTORY     - 2000     MONUMENTED       WIDT
 DE7605  HISTORY     - 20030611 GOOD             USPSQD
 DE7605  HISTORY     - 20040919 GOOD             USPSQD
 DE7605  HISTORY     - 20050726 GOOD             WIDT
 DE7605
 DE7605                          STATION DESCRIPTION
 DE7605
 DE7605'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7605'THE STATION IS LOCATED ABOUT 18 KM WEST-SOUTHWEST OF GREEN BAY AND 8
 DE7605'KM SOUTHEAST OF SEYMOUR.  OWNERSHIP--TOWN OF ONEIDA.  TO REACH THE
 DE7605'STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH STATE HIGHWAY 172
 DE7605'ABOUT 13 KM WEST OF THE CITY OF GREEN BAY, GO WEST ON STATE HIGHWAY
 DE7605'54 FOR 4.3 KM TO VAN BOXTEL DRIVE ON THE LEFT, TURN LEFT AND GO SOUTH
 DE7605'ON VAN BOXTEL DRIVE FOR 1.4 KM TO MEADOWLARK LANE ON THE LEFT, TURN
 DE7605'LEFT AND GO EAST ON MEADOWLARK LANE FOR 0.1 KM TO THE STATION ON THE
 DE7605'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7605'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7605'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW
 DE7605'THE ROAD PAVEMENT.  THE STATION IS 6.9 M NORTH OF THE CENTERLINE OF
 DE7605'MEADOWLARK LANE, 122 M EAST OF THE CENTERLINE OF VAN BOXTEL ROAD, 30
 DE7605'M WEST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 21.7 M
 DE7605'NORTHEAST OF TELEPHONE PEDESTAL --H4BA 1--, 2 M SOUTH OF A CULTIVATED
 DE7605'FIELD AND 1.0 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7605'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7605'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWERLINES TO THE NORTH
 DE7605'AND SOUTH EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DE7605
 DE7605                          STATION RECOVERY (2003)
 DE7605
 DE7605'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7605'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7605'
 DE7605
 DE7605                          STATION RECOVERY (2004)
 DE7605
 DE7605'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7605'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7605'
 DE7605
 DE7605                          STATION RECOVERY (2005)
 DE7605
 DE7605'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7605'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 5.9 M (NOT 6.9 M)
 DE7605'NORTH OF THE CENTERLINE OF MEADOWLARK LANE.  ADD-- THE STATION IS 1.0
 DE7605'M SOUTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS
 DE7605'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7606 ***********************************************************************
 DE7606  DESIGNATION -  4K47
 DE7606  PID         -  DE7606
 DE7606  STATE/COUNTY-  WI/OUTAGAMIE
 DE7606  COUNTRY     -  US
 DE7606  USGS QUAD   -  ONEIDA SOUTH (2018)
 DE7606
 DE7606                         *CURRENT SURVEY CONTROL
 DE7606  ______________________________________________________________________
 DE7606* NAD 83(1986) POSITION- 44 28 20.8    (N) 088 13 51.0    (W)   HD_HELD2
 DE7606* NAVD 88 ORTHO HEIGHT -   230.435 (meters)      756.02  (feet) ADJUSTED
 DE7606  ______________________________________________________________________
 DE7606  GEOID HEIGHT    -        -36.238 (meters)                     GEOID18
 DE7606  DYNAMIC HEIGHT  -        230.404 (meters)      755.92  (feet) COMP
 DE7606  MODELED GRAVITY -    980,477.8   (mgal)                       NAVD 88
 DE7606
 DE7606  VERT ORDER      -  SECOND    CLASS I
 DE7606
 DE7606.The horizontal coordinates were established by autonomous hand held GPS
 DE7606.observations and have an estimated accuracy of +/- 10 meters.
 DE7606
 DE7606.The orthometric height was determined by differential leveling and
 DE7606.adjusted by the WI DEPT OF TRANSP
 DE7606.in May 2012.
 DE7606
 DE7606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7606.GEOID18 height accuracy estimate available here.
 DE7606
 DE7606.Click photographs - Photos may exist for this station.
 DE7606
 DE7606.The dynamic height is computed by dividing the NAVD 88
 DE7606.geopotential number by the normal gravity value computed on the
 DE7606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7606.degrees latitude (g = 980.6199 gals.).
 DE7606
 DE7606.The modeled gravity was interpolated from observed gravity values.
 DE7606
 DE7606;                    North         East    Units  Estimated Accuracy
 DE7606;SPC WI C     -    72,550.      740,751.      MT  (+/- 10 meters HH2 GPS)
 DE7606
 DE7606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0210525085(NAD 83)
 DE7606
 DE7606                          SUPERSEDED SURVEY CONTROL
 DE7606
 DE7606  NAVD 88 (04/20/07)  230.398  (m)          755.90   (f) SUPERSEDED  2 1
 DE7606  NAVD 88 (05/16/03)  230.441  (m)          756.04   (f) SUPERSEDED  2 1
 DE7606
 DE7606.Superseded values are not recommended for survey control.
 DE7606
 DE7606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7606.See file dsdata.pdf to determine how the superseded data were derived.
 DE7606
 DE7606_MARKER: DD = SURVEY DISK
 DE7606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7606_STAMPING: 4K47 2001
 DE7606_MARK LOGO: WIDT
 DE7606_PROJECTION: FLUSH
 DE7606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7606+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 DE7606
 DE7606  HISTORY     - Date     Condition        Report By
 DE7606  HISTORY     - 2000     MONUMENTED       WIDT
 DE7606  HISTORY     - 20030611 GOOD             USPSQD
 DE7606  HISTORY     - 20040919 GOOD             USPSQD
 DE7606  HISTORY     - 20050726 GOOD             WIDT
 DE7606
 DE7606                          STATION DESCRIPTION
 DE7606
 DE7606'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7606'THE STATION IS LOCATED ABOUT 18 KM SOUTHWEST OF GREEN BAY AND 9 KM
 DE7606'SOUTHEAST OF SEYMOUR.  OWNERSHIP--TOWN OF ONEIDA.  TO REACH THE
 DE7606'STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH STATE HIGHWAY 172
 DE7606'ABOUT 13 KM WEST OF THE CITY OF GREEN BAY, GO WEST ON STATE HIGHWAY
 DE7606'54 FOR 4.3 KM TO VAN BOXTEL DRIVE ON THE LEFT, TURN LEFT AND GO SOUTH
 DE7606'ON VAN BOXTEL DRIVE FOR 3.1 KM TO RANCH ROAD, CONTINUE SOUTH ON VAN
 DE7606'BOXTEL DRIVE FOR 0.1 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DE7606'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7606'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7606'A DEPTH OF 2.3 M AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE
 DE7606'STATION IS 9.5 M EAST OF THE CENTERLINE OF VAN BOXTEL ROAD, 94 M
 DE7606'SOUTH OF THE CENTERLINE OF RANCH ROAD, 77.8 M NORTH OF A TELEPHONE
 DE7606'PEDESTAL --H2B 7--, 71.0 M SOUTH OF A WOOD POST FOR A --STOP-- SIGN,
 DE7606'2 M EAST OF A CULTIVATED FIELD AND 0.9 M WEST OF A WHITE PLASTIC
 DE7606'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7606'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7606
 DE7606                          STATION RECOVERY (2003)
 DE7606
 DE7606'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7606'RECOVERED IN GOOD CONDITION.
 DE7606
 DE7606                          STATION RECOVERY (2004)
 DE7606
 DE7606'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7606'RECOVERED IN GOOD CONDITION.
 DE7606
 DE7606                          STATION RECOVERY (2005)
 DE7606
 DE7606'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7606'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M WEST, 1.0 M
 DE7606'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7607 ***********************************************************************
 DE7607  DESIGNATION -  4K48
 DE7607  PID         -  DE7607
 DE7607  STATE/COUNTY-  WI/OUTAGAMIE
 DE7607  COUNTRY     -  US
 DE7607  USGS QUAD   -  ONEIDA SOUTH (2018)
 DE7607
 DE7607                         *CURRENT SURVEY CONTROL
 DE7607  ______________________________________________________________________
 DE7607* NAD 83(1986) POSITION- 44 27 31.6    (N) 088 13 16.7    (W)   HD_HELD2
 DE7607* NAVD 88 ORTHO HEIGHT -   210.097 (meters)      689.29  (feet) ADJUSTED
 DE7607  ______________________________________________________________________
 DE7607  GEOID HEIGHT    -        -36.239 (meters)                     GEOID18
 DE7607  DYNAMIC HEIGHT  -        210.068 (meters)      689.20  (feet) COMP
 DE7607  MODELED GRAVITY -    980,477.3   (mgal)                       NAVD 88
 DE7607
 DE7607  VERT ORDER      -  SECOND    CLASS I
 DE7607
 DE7607.The horizontal coordinates were established by autonomous hand held GPS
 DE7607.observations and have an estimated accuracy of +/- 10 meters.
 DE7607
 DE7607.The orthometric height was determined by differential leveling and
 DE7607.adjusted by the WI DEPT OF TRANSP
 DE7607.in May 2012.
 DE7607
 DE7607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7607.GEOID18 height accuracy estimate available here.
 DE7607
 DE7607.Click photographs - Photos may exist for this station.
 DE7607
 DE7607.The dynamic height is computed by dividing the NAVD 88
 DE7607.geopotential number by the normal gravity value computed on the
 DE7607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7607.degrees latitude (g = 980.6199 gals.).
 DE7607
 DE7607.The modeled gravity was interpolated from observed gravity values.
 DE7607
 DE7607;                    North         East    Units  Estimated Accuracy
 DE7607;SPC WI C     -    71,048.      741,542.      MT  (+/- 10 meters HH2 GPS)
 DE7607
 DE7607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0284023555(NAD 83)
 DE7607
 DE7607                          SUPERSEDED SURVEY CONTROL
 DE7607
 DE7607  NAVD 88 (04/20/07)  210.060  (m)          689.17   (f) SUPERSEDED  2 1
 DE7607  NAVD 88 (05/16/03)  210.104  (m)          689.32   (f) SUPERSEDED  2 1
 DE7607
 DE7607.Superseded values are not recommended for survey control.
 DE7607
 DE7607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7607.See file dsdata.pdf to determine how the superseded data were derived.
 DE7607
 DE7607_MARKER: DD = SURVEY DISK
 DE7607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7607_SP_SET: BRIDGE ABUTMENT
 DE7607_STAMPING: 4K48 2001
 DE7607_MARK LOGO: WIDT
 DE7607_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7607+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 DE7607
 DE7607  HISTORY     - Date     Condition        Report By
 DE7607  HISTORY     - 2001     MONUMENTED       WIDT
 DE7607  HISTORY     - 20030611 GOOD             USPSQD
 DE7607  HISTORY     - 20040919 GOOD             USPSQD
 DE7607  HISTORY     - 20050718 GOOD             WIDT
 DE7607
 DE7607                          STATION DESCRIPTION
 DE7607
 DE7607'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7607'THE STATION IS LOCATED ABOUT 24 KM NORTH-NORTHEAST OF APPLETON AND 17
 DE7607'KM SOUTHWEST OF GREEN BAY.  OWNERSHIP--TOWN OF ONEIDA.    TO REACH THE
 DE7607'STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE HIGHWAY 54
 DE7607'ABOUT 3 KM SOUTHEAST OF THE VILLAGE OF SEYMOUR, GO SOUTH ON STATE
 DE7607'HIGHWAY 55 FOR 4.7 KM TO FISH CREEK ROAD ON THE LEFT, TURN LEFT AND
 DE7607'GO EAST ON FISH CREEK ROAD FOR 5.3 KM TO BRIDGE --B-44-151-92-- OVER
 DE7607'DUCK CREEK AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DE7607'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7607'STATION DISK SET IN THE NORTH SIDE OF THE EAST BRIDGE ABUTMENT AND IS
 DE7607'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 4.8 METERS NORTH OF THE
 DE7607'CENTERLINE OF FISH CREEK ROAD AND 200 METERS EAST OF LAMBIE ROAD.
 DE7607'---NOTE---ALL QUADRANTS ARE OBSTRUCTED ABOVE 25 DEGREES.
 DE7607
 DE7607                          STATION RECOVERY (2003)
 DE7607
 DE7607'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7607'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE WESTERN-MOST
 DE7607'OF TWO BRIDGES.
 DE7607
 DE7607                          STATION RECOVERY (2004)
 DE7607
 DE7607'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7607'RECOVERED IN GOOD CONDITION.
 DE7607
 DE7607                          STATION RECOVERY (2005)
 DE7607
 DE7607'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7607'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE WEST OF
 DE7607'COUNTY HIGHWAY E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7609 ***********************************************************************
 DE7609  DESIGNATION -  4K49
 DE7609  PID         -  DE7609
 DE7609  STATE/COUNTY-  WI/OUTAGAMIE
 DE7609  COUNTRY     -  US
 DE7609  USGS QUAD   -  ONEIDA SOUTH (2018)
 DE7609
 DE7609                         *CURRENT SURVEY CONTROL
 DE7609  ______________________________________________________________________
 DE7609* NAD 83(1986) POSITION- 44 26 45.86   (N) 088 11 26.28   (W)   HD_HELD1
 DE7609* NAVD 88 ORTHO HEIGHT -   214.075 (meters)      702.34  (feet) ADJUSTED
 DE7609  ______________________________________________________________________
 DE7609  GEOID HEIGHT    -        -36.235 (meters)                     GEOID18
 DE7609  DYNAMIC HEIGHT  -        214.046 (meters)      702.25  (feet) COMP
 DE7609  MODELED GRAVITY -    980,478.0   (mgal)                       NAVD 88
 DE7609
 DE7609  VERT ORDER      -  SECOND    CLASS I
 DE7609
 DE7609.The horizontal coordinates were determined by differentially corrected
 DE7609.hand held GPS observations or other comparable positioning techniques
 DE7609.and have an estimated accuracy of +/- 3 meters.
 DE7609
 DE7609.The orthometric height was determined by differential leveling and
 DE7609.adjusted by the WI DEPT OF TRANSP
 DE7609.in May 2012.
 DE7609
 DE7609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7609.GEOID18 height accuracy estimate available here.
 DE7609
 DE7609.Click photographs - Photos may exist for this station.
 DE7609
 DE7609.The dynamic height is computed by dividing the NAVD 88
 DE7609.geopotential number by the normal gravity value computed on the
 DE7609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7609.degrees latitude (g = 980.6199 gals.).
 DE7609
 DE7609.The modeled gravity was interpolated from observed gravity values.
 DE7609
 DE7609;                    North         East    Units  Estimated Accuracy
 DE7609;SPC WI C     -    69,690.8     744,014.3     MT  (+/- 3 meters HH1 GPS) 
 DE7609
 DE7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0525922108(NAD 83)
 DE7609
 DE7609                          SUPERSEDED SURVEY CONTROL
 DE7609
 DE7609  NAVD 88 (04/20/07)  214.038  (m)          702.22   (f) SUPERSEDED  2 1
 DE7609  NAVD 88 (05/16/03)  214.084  (m)          702.37   (f) SUPERSEDED  2 1
 DE7609
 DE7609.Superseded values are not recommended for survey control.
 DE7609
 DE7609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7609.See file dsdata.pdf to determine how the superseded data were derived.
 DE7609
 DE7609_MARKER: DD = SURVEY DISK
 DE7609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7609_STAMPING: 4K49 2001
 DE7609_MARK LOGO: WIDT
 DE7609_PROJECTION: FLUSH
 DE7609_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7609+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2010
 DE7609
 DE7609  HISTORY     - Date     Condition        Report By
 DE7609  HISTORY     - 2000     MONUMENTED       WIDT
 DE7609  HISTORY     - 20030611 GOOD             USPSQD
 DE7609  HISTORY     - 20040919 GOOD             USPSQD
 DE7609  HISTORY     - 20050726 GOOD             WIDT
 DE7609  HISTORY     - 20100319 GOOD             WI-009
 DE7609
 DE7609                          STATION DESCRIPTION
 DE7609
 DE7609'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7609'THE STATION IS ABOUT 16 KM SOUTHWEST OF GREEN BAY AND 6 KM SOUTH OF
 DE7609'ONEIDA.  OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE STATION FROM THE
 DE7609'JUNCTION OF STATE HIGHWAY 54 WITH STATE HIGHWAY 172 ABOUT 13 KM WEST
 DE7609'OF THE CITY OF GREEN BAY, GO EAST ON STATE HIGHWAY 172 FOR 0.1 KM TO
 DE7609'COUNTY HIGHWAY E ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST ON COUNTY
 DE7609'HIGHWAY E FOR 2.3 KM TO COUNTY HIGHWAY U ON THE LEFT, TURN LEFT AND
 DE7609'GO SOUTH FOR 2.6 KM TO FISH CREEK ROAD ON THE RIGHT, CONTINUE SOUTH
 DE7609'ON COUNTY HIGHWAY U FOR 1.3 KM TO THE STATION ON THE RIGHT.  THE
 DE7609'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7609'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7609'CONCRETE POST SET TO A DEPTH 2.4 M AND ABOUT 0.5 M BELOW THE HIGHWAY
 DE7609'PAVEMENT.  THE STATION IS 11.2 M WEST OF THE CENTERLINE OF COUNTY
 DE7609'HIGHWAY U, 216 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY EE, 30.8 M
 DE7609'SOUTH OF A WOOD POST FOR A --JCT COUNTY EE-- SIGN, 23.1 M NORTHWEST
 DE7609'OF THE TOP CENTER OF A 90-CM DIAMETER CORRUGATED METAL CULVERT PIPE,
 DE7609'6 M NORTH OF THE CENTERLINE OF A FIELD ENTRANCE AND 1.0 M EAST OF A
 DE7609'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7609'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7609
 DE7609                          STATION RECOVERY (2003)
 DE7609
 DE7609'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7609'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 102 FEET
 DE7609'SOUTH OF A ROAD SIGN -JCT COUNTY EE-.
 DE7609
 DE7609                          STATION RECOVERY (2004)
 DE7609
 DE7609'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7609'RECOVERED IN GOOD CONDITION.
 DE7609
 DE7609                          STATION RECOVERY (2005)
 DE7609
 DE7609'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7609'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DE7609'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7609
 DE7609                          STATION RECOVERY (2010)
 DE7609
 DE7609'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 2010 (DER)
 DE7609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7610 ***********************************************************************
 DE7610  DESIGNATION -  4K50
 DE7610  PID         -  DE7610
 DE7610  STATE/COUNTY-  WI/OUTAGAMIE
 DE7610  COUNTRY     -  US
 DE7610  USGS QUAD   -  ONEIDA SOUTH (2018)
 DE7610
 DE7610                         *CURRENT SURVEY CONTROL
 DE7610  ______________________________________________________________________
 DE7610* NAD 83(1986) POSITION- 44 25 57.2    (N) 088 11 25.9    (W)   HD_HELD2
 DE7610* NAVD 88 ORTHO HEIGHT -   214.478 (meters)      703.67  (feet) ADJUSTED
 DE7610  ______________________________________________________________________
 DE7610  GEOID HEIGHT    -        -36.235 (meters)                     GEOID18
 DE7610  DYNAMIC HEIGHT  -        214.449 (meters)      703.57  (feet) COMP
 DE7610  MODELED GRAVITY -    980,476.7   (mgal)                       NAVD 88
 DE7610
 DE7610  VERT ORDER      -  SECOND    CLASS I
 DE7610
 DE7610.The horizontal coordinates were established by autonomous hand held GPS
 DE7610.observations and have an estimated accuracy of +/- 10 meters.
 DE7610
 DE7610.The orthometric height was determined by differential leveling and
 DE7610.adjusted by the WI DEPT OF TRANSP
 DE7610.in May 2012.
 DE7610
 DE7610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7610.GEOID18 height accuracy estimate available here.
 DE7610
 DE7610.Click photographs - Photos may exist for this station.
 DE7610
 DE7610.The dynamic height is computed by dividing the NAVD 88
 DE7610.geopotential number by the normal gravity value computed on the
 DE7610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7610.degrees latitude (g = 980.6199 gals.).
 DE7610
 DE7610.The modeled gravity was interpolated from observed gravity values.
 DE7610
 DE7610;                    North         East    Units  Estimated Accuracy
 DE7610;SPC WI C     -    68,189.      744,056.      MT  (+/- 10 meters HH2 GPS)
 DE7610
 DE7610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0524620606(NAD 83)
 DE7610
 DE7610                          SUPERSEDED SURVEY CONTROL
 DE7610
 DE7610  NAVD 88 (04/20/07)  214.440  (m)          703.54   (f) SUPERSEDED  2 1
 DE7610  NAVD 88 (05/16/03)  214.488  (m)          703.70   (f) SUPERSEDED  2 1
 DE7610
 DE7610.Superseded values are not recommended for survey control.
 DE7610
 DE7610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7610.See file dsdata.pdf to determine how the superseded data were derived.
 DE7610
 DE7610_MARKER: DD = SURVEY DISK
 DE7610_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7610_SP_SET: BRIDGE ABUTMENT
 DE7610_STAMPING: 4K50 2001
 DE7610_MARK LOGO: WIDT
 DE7610_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7610+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 DE7610
 DE7610  HISTORY     - Date     Condition        Report By
 DE7610  HISTORY     - 2001     MONUMENTED       WIDT
 DE7610  HISTORY     - 20030611 GOOD             USPSQD
 DE7610  HISTORY     - 20040919 GOOD             USPSQD
 DE7610  HISTORY     - 20050718 GOOD             WIDT
 DE7610
 DE7610                          STATION DESCRIPTION
 DE7610
 DE7610'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7610'THE STATION IS LOCATED ABOUT 22 KM NORTH-NORTHWEST OF APPLETON AND 16
 DE7610'KM SOUTHWEST OF GREEN BAY.  OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH
 DE7610'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE HIGHWAY
 DE7610'54 ABOUT 3 KM SOUTHEAST OF THE VILLAGE OF SEYMOUR, GO SOUTH ON STATE
 DE7610'HIGHWAY 55 FOR 6.3 KM TO COUNTY HIGHWAY EE, TURN LEFT AND GO EAST ON
 DE7610'COUNTY HIGHWAY EE FOR 8.0 KM TO COUNTY HIGHWAY U (COUNTY LINE ROAD),
 DE7610'TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY U FOR 1.2 KM TO BRIDGE
 DE7610'--B-44-112-88-- AND THE STATION ON THE RIGHT.  THE STATION IS A
 DE7610'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7610'STATION DISK  SET IN THE WEST SIDE OF THE SOUTH BRIDGE ABUTMENT AND
 DE7610'IS ABOUT LEVEL WITH THE STREET PAVEMENT. THE STATION IS 5.5 METERS
 DE7610'WEST OF THE CENTERLINE OF COUNTY HIGHWAY U, 300 METERS NORTH OF BAIN
 DE7610'ROAD, 12.5 METERS SOUTH OF A WOOD POST FOR A --DUTCHMAN CREEK-- SIGN
 DE7610'AND 0.2 METERS WEST OF A GUARD RAIL SUPPORT.  ---NOTE---OBSTRUCTIONS
 DE7610'UP TO 22 DEGREES FROM 50 DEGREES AZIMUTH TO 145 DEGREES AZIMUTH AND
 DE7610'UP TO 29 DEGREES FROM 195 DEGREES AZIMUTH TO 255 DEGREES AZIMUTH.
 DE7610
 DE7610                          STATION RECOVERY (2003)
 DE7610
 DE7610'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7610'RECOVERED IN GOOD CONDITION.
 DE7610
 DE7610                          STATION RECOVERY (2004)
 DE7610
 DE7610'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7610'RECOVERED IN GOOD CONDITION.
 DE7610
 DE7610                          STATION RECOVERY (2005)
 DE7610
 DE7610'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7610'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7611 ***********************************************************************
 DE7611  DESIGNATION -  4K51
 DE7611  PID         -  DE7611
 DE7611  STATE/COUNTY-  WI/BROWN
 DE7611  COUNTRY     -  US
 DE7611  USGS QUAD   -  ONEIDA SOUTH (2018)
 DE7611
 DE7611                         *CURRENT SURVEY CONTROL
 DE7611  ______________________________________________________________________
 DE7611* NAD 83(1986) POSITION- 44 24 28.51   (N) 088 10 36.10   (W)   HD_HELD1
 DE7611* NAVD 88 ORTHO HEIGHT -   207.193 (meters)      679.77  (feet) ADJUSTED
 DE7611  ______________________________________________________________________
 DE7611  GEOID HEIGHT    -        -36.231 (meters)                     GEOID18
 DE7611  DYNAMIC HEIGHT  -        207.164 (meters)      679.67  (feet) COMP
 DE7611  MODELED GRAVITY -    980,474.9   (mgal)                       NAVD 88
 DE7611
 DE7611  VERT ORDER      -  SECOND    CLASS I
 DE7611
 DE7611.The horizontal coordinates were determined by differentially corrected
 DE7611.hand held GPS observations or other comparable positioning techniques
 DE7611.and have an estimated accuracy of +/- 3 meters.
 DE7611
 DE7611.The orthometric height was determined by differential leveling and
 DE7611.adjusted by the WI DEPT OF TRANSP
 DE7611.in May 2012.
 DE7611
 DE7611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7611.GEOID18 height accuracy estimate available here.
 DE7611
 DE7611.Click photographs - Photos may exist for this station.
 DE7611
 DE7611.The dynamic height is computed by dividing the NAVD 88
 DE7611.geopotential number by the normal gravity value computed on the
 DE7611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7611.degrees latitude (g = 980.6199 gals.).
 DE7611
 DE7611.The modeled gravity was interpolated from observed gravity values.
 DE7611
 DE7611;                    North         East    Units  Estimated Accuracy
 DE7611;SPC WI C     -    65,477.3     745,218.7     MT  (+/- 3 meters HH1 GPS) 
 DE7611
 DE7611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0630817854(NAD 83)
 DE7611
 DE7611                          SUPERSEDED SURVEY CONTROL
 DE7611
 DE7611  NAVD 88 (04/20/07)  207.154  (m)          679.64   (f) SUPERSEDED  2 1
 DE7611  NAVD 88 (05/16/03)  207.204  (m)          679.80   (f) SUPERSEDED  2 1
 DE7611
 DE7611.Superseded values are not recommended for survey control.
 DE7611
 DE7611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7611.See file dsdata.pdf to determine how the superseded data were derived.
 DE7611
 DE7611_MARKER: DD = SURVEY DISK
 DE7611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7611_STAMPING: 4K51 2001
 DE7611_MARK LOGO: WIDT
 DE7611_PROJECTION: FLUSH
 DE7611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7611+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 DE7611
 DE7611  HISTORY     - Date     Condition        Report By
 DE7611  HISTORY     - 2000     MONUMENTED       WIDT
 DE7611  HISTORY     - 20030607 GOOD             USPSQD
 DE7611  HISTORY     - 20050809 GOOD             WIDT
 DE7611
 DE7611                          STATION DESCRIPTION
 DE7611
 DE7611'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7611'THE STATION IS LOCATED ABOUT 18 KM SOUTHWEST OF GREEN BAY, 11 KM
 DE7611'SOUTH OF ONEIDA, AND 9 KM NORTH OF WRIGHTSTOWN. OWNERSHIP--TOWN OF
 DE7611'HOBART. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54
 DE7611'WITH STATE HIGHWAY 172 ABOUT 13 KM WEST OF THE CITY OF GREEN BAY, GO
 DE7611'EAST ON STATE HIGHWAY 172 FOR 0.1 KM TO COUNTY HIGHWAY E ON THE
 DE7611'RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY E FOR 2.2 KM TO
 DE7611'COUNTY HIGHWAY U ON THE LEFT, TURN LEFT AND GO SOUTH-SOUTHEAST ON
 DE7611'COUNTY HIGHWAY U FOR 7.0 KM TO HANSON ROAD ON THE RIGHT CONTINUE
 DE7611'SOUTH-SOUTHEAST ON COUNTY HIGHWAY U FOR 0.8 KM TO LUTHER DRIVE ON THE
 DE7611'LEFT, TURN LEFT AND GO EAST ON LUTHER DRIVE FOR 1.1 KM TO THE STATION
 DE7611'ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7611'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7611'A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.3 M BELOW THE ROAD
 DE7611'PAVEMENT. THE STATION IS 10.0 M SOUTH OF THE CENTERLINE OF LUTHER
 DE7611'DRIVE, 56.3 M SOUTHWEST OF POWER POLE --2219-3E6--, 35.4 M SOUTHEAST
 DE7611'OF A WOOD POST FOR A --CURVED ROAD AHEAD-- SIGN, 7.5 M WEST OF A
 DE7611'CENTERLINE OF A FIELD ENTRANCE, AND 0.6 M NORTH OF A WHITE PLASTIC
 DE7611'WITNESS POST. ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7611'THAT EXTEND HIGHER THAN 15 DEGREES ABOVE THE HORIZION.
 DE7611
 DE7611                          STATION RECOVERY (2003)
 DE7611
 DE7611'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7611'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE WEST OF
 DE7611'THE JUNCTION OF LITTLE RAPIDS ROAD, S. OVERLAND RD, AND LUTHER DRIVE
 DE7611'ALONG LUTHER DRIVE.
 DE7611
 DE7611                          STATION RECOVERY (2005)
 DE7611
 DE7611'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7611'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M NORTH, 1.0 M
 DE7611'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7612 ***********************************************************************
 DE7612  DESIGNATION -  4K52
 DE7612  PID         -  DE7612
 DE7612  STATE/COUNTY-  WI/BROWN
 DE7612  COUNTRY     -  US
 DE7612  USGS QUAD   -  ONEIDA SOUTH (2018)
 DE7612
 DE7612                         *CURRENT SURVEY CONTROL
 DE7612  ______________________________________________________________________
 DE7612* NAD 83(1986) POSITION- 44 24 04.35   (N) 088 09 39.49   (W)   HD_HELD1
 DE7612* NAVD 88 ORTHO HEIGHT -   203.144 (meters)      666.48  (feet) ADJUSTED
 DE7612  ______________________________________________________________________
 DE7612  GEOID HEIGHT    -        -36.229 (meters)                     GEOID18
 DE7612  DYNAMIC HEIGHT  -        203.115 (meters)      666.39  (feet) COMP
 DE7612  MODELED GRAVITY -    980,474.8   (mgal)                       NAVD 88
 DE7612
 DE7612  VERT ORDER      -  SECOND    CLASS I
 DE7612
 DE7612.The horizontal coordinates were determined by differentially corrected
 DE7612.hand held GPS observations or other comparable positioning techniques
 DE7612.and have an estimated accuracy of +/- 3 meters.
 DE7612
 DE7612.The orthometric height was determined by differential leveling and
 DE7612.adjusted by the WI DEPT OF TRANSP
 DE7612.in May 2012.
 DE7612
 DE7612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7612.GEOID18 height accuracy estimate available here.
 DE7612
 DE7612.Click photographs - Photos may exist for this station.
 DE7612
 DE7612.The dynamic height is computed by dividing the NAVD 88
 DE7612.geopotential number by the normal gravity value computed on the
 DE7612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7612.degrees latitude (g = 980.6199 gals.).
 DE7612
 DE7612.The modeled gravity was interpolated from observed gravity values.
 DE7612
 DE7612;                    North         East    Units  Estimated Accuracy
 DE7612;SPC WI C     -    64,760.0     746,487.8     MT  (+/- 3 meters HH1 GPS) 
 DE7612
 DE7612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0754917091(NAD 83)
 DE7612
 DE7612                          SUPERSEDED SURVEY CONTROL
 DE7612
 DE7612  NAVD 88 (04/20/07)  203.105  (m)          666.35   (f) SUPERSEDED  2 1
 DE7612  NAVD 88 (05/16/03)  203.156  (m)          666.52   (f) SUPERSEDED  2 1
 DE7612
 DE7612.Superseded values are not recommended for survey control.
 DE7612
 DE7612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7612.See file dsdata.pdf to determine how the superseded data were derived.
 DE7612
 DE7612_MARKER: DD = SURVEY DISK
 DE7612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7612_STAMPING: 4K52 2001
 DE7612_MARK LOGO: WIDT
 DE7612_PROJECTION: FLUSH
 DE7612_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7612+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 DE7612
 DE7612  HISTORY     - Date     Condition        Report By
 DE7612  HISTORY     - 2000     MONUMENTED       WIDT
 DE7612  HISTORY     - 20030607 GOOD             USPSQD
 DE7612  HISTORY     - 20050809 GOOD             WIDT
 DE7612
 DE7612                          STATION DESCRIPTION
 DE7612
 DE7612'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7612'THE STATION IS LOCATED ABOUT 8 KM SOUTHWEST OF DE PERE AND 8 KM NORTH
 DE7612'OF WRIGHTSTOWN.  OWNERSHIP--TOWN OF LAWRENCE.  TO REACH THE STATION
 DE7612'FROM THE JUNCTION OF STATE HIGHWAY 54 WITH STATE HIGHWAY 172 ABOUT 13
 DE7612'KM WEST OF THE CITY OF GREEN BAY, GO EAST ON STATE HIGHWAY 172 FOR
 DE7612'0.1 KM TO COUNTY HIGHWAY E ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST
 DE7612'ON COUNTY HIGHWAY E FOR 4.2 KM TO COUNTY HIGHWAY EE ON THE LEFT, TURN
 DE7612'LEFT AND GO EAST ON COUNTY HIGHWAY EE FOR 1.4 KM TO OVERLAND ROAD,
 DE7612'TURN RIGHT AND GO SOUTH ON OVERLAND ROAD FOR 4.0 KM TO LITTLE RAPIDS
 DE7612'ROAD ON THE LEFT TURN LEFT AND GO SOUTHEAST ON LITTLE RAPIDS ROAD FOR
 DE7612'1.0 KM TO WILLIAMS GRANT DRIVE, CONTINUE SOUTHEAST ON LITTLE RAPIDS
 DE7612'ROAD FOR 0.3 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DE7612'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7612'STATION DISK SET IN THE TOP OF 41-CM DIAMETER CONCRETE POST SET TO A
 DE7612'DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE STATION
 DE7612'IS 5.0 M NORTH OF THE CENTERLINE OF LITTLE RAPIDS ROAD, 0.6 KM WEST
 DE7612'OF US HIGHWAY 41, 2 M SOUTH OF A CULTIVATED FIELD AND 1.5 M SOUTH OF
 DE7612'A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7612'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7612
 DE7612                          STATION RECOVERY (2003)
 DE7612
 DE7612'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7612'RECOVERED IN GOOD CONDITION.
 DE7612
 DE7612                          STATION RECOVERY (2005)
 DE7612
 DE7612'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7612'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.18 MILE
 DE7612'SOUTHEAST OF WILLIAMS GRANT DRIVE AND 1.2 M SOUTH, 1.0 M NORTHEAST,
 DE7612'AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7764 ***********************************************************************
 DE7764  DESIGNATION -  4K53
 DE7764  PID         -  DE7764
 DE7764  STATE/COUNTY-  WI/BROWN
 DE7764  COUNTRY     -  US
 DE7764  USGS QUAD   -  ONEIDA SOUTH (2018)
 DE7764
 DE7764                         *CURRENT SURVEY CONTROL
 DE7764  ______________________________________________________________________
 DE7764* NAD 83(1986) POSITION- 44 23 23.36   (N) 088 08 36.26   (W)   HD_HELD1
 DE7764* NAVD 88 ORTHO HEIGHT -   195.922 (meters)      642.79  (feet) ADJUSTED
 DE7764  ______________________________________________________________________
 DE7764  GEOID HEIGHT    -        -36.224 (meters)                     GEOID18
 DE7764  DYNAMIC HEIGHT  -        195.895 (meters)      642.70  (feet) COMP
 DE7764  MODELED GRAVITY -    980,474.2   (mgal)                       NAVD 88
 DE7764
 DE7764  VERT ORDER      -  SECOND    CLASS I
 DE7764
 DE7764.The horizontal coordinates were determined by differentially corrected
 DE7764.hand held GPS observations or other comparable positioning techniques
 DE7764.and have an estimated accuracy of +/- 3 meters.
 DE7764
 DE7764.The orthometric height was determined by differential leveling and
 DE7764.adjusted by the WI DEPT OF TRANSP
 DE7764.in May 2012.
 DE7764
 DE7764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7764.GEOID18 height accuracy estimate available here.
 DE7764
 DE7764.Click photographs - Photos may exist for this station.
 DE7764
 DE7764.The dynamic height is computed by dividing the NAVD 88
 DE7764.geopotential number by the normal gravity value computed on the
 DE7764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7764.degrees latitude (g = 980.6199 gals.).
 DE7764
 DE7764.The modeled gravity was interpolated from observed gravity values.
 DE7764
 DE7764;                    North         East    Units  Estimated Accuracy
 DE7764;SPC WI C     -    63,527.0     747,915.6     MT  (+/- 3 meters HH1 GPS) 
 DE7764
 DE7764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0893015806(NAD 83)
 DE7764
 DE7764                          SUPERSEDED SURVEY CONTROL
 DE7764
 DE7764  NAVD 88 (04/20/07)  195.883  (m)          642.66   (f) SUPERSEDED  2 1
 DE7764  NAVD 88 (05/16/03)  195.935  (m)          642.83   (f) SUPERSEDED  2 1
 DE7764
 DE7764.Superseded values are not recommended for survey control.
 DE7764
 DE7764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7764.See file dsdata.pdf to determine how the superseded data were derived.
 DE7764
 DE7764_MARKER: DD = SURVEY DISK
 DE7764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7764_STAMPING: 4K53 2001
 DE7764_MARK LOGO: WIDT
 DE7764_PROJECTION: FLUSH
 DE7764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7764+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 DE7764
 DE7764  HISTORY     - Date     Condition        Report By
 DE7764  HISTORY     - 2000     MONUMENTED       WIDT
 DE7764  HISTORY     - 20030607 GOOD             USPSQD
 DE7764  HISTORY     - 20050809 GOOD             WIDT
 DE7764
 DE7764                          STATION DESCRIPTION
 DE7764
 DE7764'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7764'THE STATION IS LOCATED ABOUT 8 KM SOUTHWEST OF DE PERE AND 6 KM NORTH
 DE7764'OF WRIGHTSTOWN.  OWNERSHIP--TOWN OF LAWRENCE.  TO REACH THE STATION
 DE7764'FROM THE JUNCTION OF COUNTY HIGHWAY D WITH LITTLE RAPIDS ROAD IN THE
 DE7764'VILLAGE OF LITTLE RAPIDS, GO WEST ON LITTLE RAPIDS ROAD FOR 1.6 KM TO
 DE7764'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7764'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION SET IN
 DE7764'THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DE7764'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.6 M NORTH OF
 DE7764'THE CENTERLINE OF LITTLE RAPIDS ROAD, 87 M EAST OF THE CENTERLINE OF
 DE7764'LAWRENCE DRIVE, 53.5 M NORTHWEST OF POWER POLE --8888 P1--, 5 M EAST
 DE7764'OF A FIELD ENTRANCE, AND 0.7 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7764'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7764'THAN 20 DEGREES ABOVE THE HORIZON.
 DE7764
 DE7764                          STATION RECOVERY (2003)
 DE7764
 DE7764'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7764'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE WITNESS POST IS
 DE7764'BROKEN INTO PIECES AND LYING ON THE GROUND.
 DE7764
 DE7764                          STATION RECOVERY (2005)
 DE7764
 DE7764'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7764'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M SOUTH OF A
 DE7764'YELLOW METAL WITNESS POST WITH A WHITE SURVEY MARKER SIGN ATTACHED,
 DE7764'AND 1.0 M WEST AND 1.0 M NORTH OF TWO WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7613 ***********************************************************************
 DE7613  DESIGNATION -  4K54
 DE7613  PID         -  DE7613
 DE7613  STATE/COUNTY-  WI/BROWN
 DE7613  COUNTRY     -  US
 DE7613  USGS QUAD   -  DE PERE (2018)
 DE7613
 DE7613                         *CURRENT SURVEY CONTROL
 DE7613  ______________________________________________________________________
 DE7613* NAD 83(1986) POSITION- 44 22 33.6    (N) 088 07 25.0    (W)   HD_HELD2
 DE7613* NAVD 88 ORTHO HEIGHT -   183.997 (meters)      603.66  (feet) ADJUSTED
 DE7613  ______________________________________________________________________
 DE7613  GEOID HEIGHT    -        -36.216 (meters)                     GEOID18
 DE7613  DYNAMIC HEIGHT  -        183.971 (meters)      603.58  (feet) COMP
 DE7613  MODELED GRAVITY -    980,473.4   (mgal)                       NAVD 88
 DE7613
 DE7613  VERT ORDER      -  SECOND    CLASS I
 DE7613
 DE7613.The horizontal coordinates were established by autonomous hand held GPS
 DE7613.observations and have an estimated accuracy of +/- 10 meters.
 DE7613
 DE7613.The orthometric height was determined by differential leveling and
 DE7613.adjusted by the WI DEPT OF TRANSP
 DE7613.in May 2012.
 DE7613
 DE7613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7613.GEOID18 height accuracy estimate available here.
 DE7613
 DE7613.Click photographs - Photos may exist for this station.
 DE7613
 DE7613.The dynamic height is computed by dividing the NAVD 88
 DE7613.geopotential number by the normal gravity value computed on the
 DE7613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7613.degrees latitude (g = 980.6199 gals.).
 DE7613
 DE7613.The modeled gravity was interpolated from observed gravity values.
 DE7613
 DE7613;                    North         East    Units  Estimated Accuracy
 DE7613;SPC WI C     -    62,028.      749,528.      MT  (+/- 10 meters HH2 GPS)
 DE7613
 DE7613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1048614249(NAD 83)
 DE7613
 DE7613                          SUPERSEDED SURVEY CONTROL
 DE7613
 DE7613  NAVD 88 (04/20/07)  183.957  (m)          603.53   (f) SUPERSEDED  2 1
 DE7613  NAVD 88 (05/16/03)  184.010  (m)          603.71   (f) SUPERSEDED  2 1
 DE7613
 DE7613.Superseded values are not recommended for survey control.
 DE7613
 DE7613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7613.See file dsdata.pdf to determine how the superseded data were derived.
 DE7613
 DE7613_MARKER: DD = SURVEY DISK
 DE7613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7613_SP_SET: DAM ABUTMENT
 DE7613_STAMPING: 4K54 2001
 DE7613_MARK LOGO: WIDT
 DE7613_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7613+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DE7613
 DE7613  HISTORY     - Date     Condition        Report By
 DE7613  HISTORY     - 20010702 MONUMENTED       WIDT
 DE7613  HISTORY     - 20050810 GOOD             WIDT
 DE7613
 DE7613                          STATION DESCRIPTION
 DE7613
 DE7613'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7613'THE STATION IS LOCATED ABOUT 45 KM NORTHWEST OF MANITOWOC, 22 KM
 DE7613'NORTHEAST OF APPLETON AND 18 KM SOUTH-SOUTHWEST OF GREEN BAY.
 DE7613'OWNERSHIP--US ARMY CORPS OF ENGINEERS. TO REACH THE STATION FROM THE
 DE7613'JUNCTION OF US HIGHWAY 41 AND COUNTY HIGHWAY S, WEST OF TOWN OF
 DE7613'LITTLE RAPIDS, GO EAST THEN NORTHEAST ON COUNTY HIGHWAY S FOR 1.6 KM
 DE7613'TO LITTLE RAPIDS ROAD, TURN RIGHT AND GO SOUTHEAST 1.6 KM TO COUNTY
 DE7613'HIGHWAY D, TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY D ABOUT 150
 DE7613'METERS TO AN ACCESS ROAD ON THE RIGHT, TURN RIGHT AND GO
 DE7613'SOUTHEASTERLY ON THE ACCESS ROAD FOR 1.0 KM TO A SECURITY GATE. THE
 DE7613'STATION IS INSIDE THE SECURITY FENCE ON THE ABUTMENT AT THE SOUTH END
 DE7613'OF THE DAM. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7613'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN A DAM
 DE7613'ABUTMENT. THE STATION IS 2.0 M EAST OF A STEEL WALKWAY AND 0.4 M
 DE7613'BELOW THE STEEL WALKWAY. ---NOTE---ALL QUADRANTS HAVE OBSTRUCTIONS
 DE7613'EXTENDING GREATER THAN 25 DEGREES ABOVE THE HORIZON.
 DE7613
 DE7613                          STATION RECOVERY (2005)
 DE7613
 DE7613'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7613'RECOVERED IN GOOD CONDITION. NOTE-- KEYS FOR THE SECURITY FENCE ARE
 DE7613'AVAILABLE AT THE USACE FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE
 DE7613'STREET, KAUKAUNA, 920-766-3531.  A KEY IS REQUIRED TO OPEN THE
 DE7613'SECURITY GATES AT BOTH ENDS OF THE DAM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7614 ***********************************************************************
 DE7614  DESIGNATION -  4K55
 DE7614  PID         -  DE7614
 DE7614  STATE/COUNTY-  WI/BROWN
 DE7614  COUNTRY     -  US
 DE7614  USGS QUAD   -  WRIGHTSTOWN (2018)
 DE7614
 DE7614                         *CURRENT SURVEY CONTROL
 DE7614  ______________________________________________________________________
 DE7614* NAD 83(1986) POSITION- 44 22 15.80   (N) 088 07 33.14   (W)   HD_HELD1
 DE7614* NAVD 88 ORTHO HEIGHT -   192.849 (meters)      632.71  (feet) ADJUSTED
 DE7614  ______________________________________________________________________
 DE7614  GEOID HEIGHT    -        -36.216 (meters)                     GEOID18
 DE7614  DYNAMIC HEIGHT  -        192.822 (meters)      632.62  (feet) COMP
 DE7614  MODELED GRAVITY -    980,472.5   (mgal)                       NAVD 88
 DE7614
 DE7614  VERT ORDER      -  SECOND    CLASS I
 DE7614
 DE7614.The horizontal coordinates were determined by differentially corrected
 DE7614.hand held GPS observations or other comparable positioning techniques
 DE7614.and have an estimated accuracy of +/- 3 meters.
 DE7614
 DE7614.The orthometric height was determined by differential leveling and
 DE7614.adjusted by the WI DEPT OF TRANSP
 DE7614.in May 2012.
 DE7614
 DE7614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7614.GEOID18 height accuracy estimate available here.
 DE7614
 DE7614.Click photographs - Photos may exist for this station.
 DE7614
 DE7614.The dynamic height is computed by dividing the NAVD 88
 DE7614.geopotential number by the normal gravity value computed on the
 DE7614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7614.degrees latitude (g = 980.6199 gals.).
 DE7614
 DE7614.The modeled gravity was interpolated from observed gravity values.
 DE7614
 DE7614;                    North         East    Units  Estimated Accuracy
 DE7614;SPC WI C     -    61,474.3     749,360.3     MT  (+/- 3 meters HH1 GPS) 
 DE7614
 DE7614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1029813702(NAD 83)
 DE7614
 DE7614                          SUPERSEDED SURVEY CONTROL
 DE7614
 DE7614  NAVD 88 (04/20/07)  192.809  (m)          632.57   (f) SUPERSEDED  2 1
 DE7614  NAVD 88 (05/16/03)  192.863  (m)          632.75   (f) SUPERSEDED  2 1
 DE7614
 DE7614.Superseded values are not recommended for survey control.
 DE7614
 DE7614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7614.See file dsdata.pdf to determine how the superseded data were derived.
 DE7614
 DE7614_MARKER: DD = SURVEY DISK
 DE7614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7614_STAMPING: 4K55 2001
 DE7614_MARK LOGO: WIDT
 DE7614_PROJECTION: FLUSH
 DE7614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7614+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DE7614
 DE7614  HISTORY     - Date     Condition        Report By
 DE7614  HISTORY     - 2000     MONUMENTED       WIDT
 DE7614  HISTORY     - 20030607 GOOD             USPSQD
 DE7614  HISTORY     - 20050810 GOOD             WIDT
 DE7614
 DE7614                          STATION DESCRIPTION
 DE7614
 DE7614'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7614'THE STATION IS LOCATED ABOUT 22 KM NORTHEAST OF APPLETON AND 18 KM
 DE7614'SOUTH-SOUTHWEST OF GREEN BAY. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7614'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7614'HIGHWAY 32 WITH STATE HIGHWAY 96 ABOUT 23 KM NORTHEAST OF APPLETON,
 DE7614'GO NORTH ON STATE HIGHWAY 32 FOR 6.6 KM TO COUNTY HIGHWAY ZZ, TURN
 DE7614'LEFT AND GO WEST ON COUNTY HIGHWAY ZZ FOR 2.7 KM TO THE STATION ON
 DE7614'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7614'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7614'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M ABOUT 0.5 M
 DE7614'BELOW THE HIGHWAY PAVEMENT. THE STATION IS 9.2 M NORTHWEST OF THE
 DE7614'CENTERLINE OF COUNTY HIGHWAY ZZ, 47.8 M NORTH OF A TELEPHONE
 DE7614'PEDESTAL, 34.7 M NORTHEAST OF A POWER POLE -- KARCZ  GL2000 -- , 1 M
 DE7614'SOUTH OF A CULTIVATED FIELD AND 0.9 M WEST OF A WHITE PASTIC WITNESS
 DE7614'POST. --- NOTE --- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7614'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7614
 DE7614                          STATION RECOVERY (2003)
 DE7614
 DE7614'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7614'RECOVERED IN GOOD CONDITION.  ADD-- FROM HIGHWAYS 32-57, GO WEST ON
 DE7614'COUNTY HIGHWAY ZZ FOR 0.9 MILE TO OLD MILITARY ROAD.  CONTINUE WEST ON
 DE7614'CTH ZZ FOR O.5 MILE TO TETZLAFF ROAD.  CONTINUE FOR 0.3 MILE ON CTH ZZ
 DE7614'TO THE STATION ON THE RIGHT.  NOTE-- THE POWER POLE -KARCZ GL2000- HAS
 DE7614'ONE GUY WIRE.
 DE7614
 DE7614                          STATION RECOVERY (2005)
 DE7614
 DE7614'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7614'RECOVERED IN GOOD CONDITION.  NOTE-- POWER POLE --KARCZ GL2000-- NO
 DE7614'LONGER HAS THE NUMBER ATTACHED.  THE POWER POLE RECEIVES THE ELECTRIC
 DE7614'WIRES CROSSING THE HIGHWAY DIAGONALLY FROM POLE  2220-19W4-- WHICH HAS
 DE7614'TWO GUY WIRES.  THE PEDESTAL HAS THE NUMBER --3-- ATTACHED WITH A
 DE7614'SECOND NUMBER MISSING.  ADD-- THE STATION IS 0.6 M SOUTHEAST, 1.0 M
 DE7614'NORTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7615 ***********************************************************************
 DE7615  DESIGNATION -  4K56
 DE7615  PID         -  DE7615
 DE7615  STATE/COUNTY-  WI/BROWN
 DE7615  COUNTRY     -  US
 DE7615  USGS QUAD   -  GREENLEAF (2018)
 DE7615
 DE7615                         *CURRENT SURVEY CONTROL
 DE7615  ______________________________________________________________________
 DE7615* NAD 83(1986) POSITION- 44 22 17.56   (N) 088 05 52.18   (W)   HD_HELD1
 DE7615* NAVD 88 ORTHO HEIGHT -   198.061 (meters)      649.81  (feet) ADJUSTED
 DE7615  ______________________________________________________________________
 DE7615  GEOID HEIGHT    -        -36.205 (meters)                     GEOID18
 DE7615  DYNAMIC HEIGHT  -        198.033 (meters)      649.71  (feet) COMP
 DE7615  MODELED GRAVITY -    980,473.5   (mgal)                       NAVD 88
 DE7615
 DE7615  VERT ORDER      -  SECOND    CLASS I
 DE7615
 DE7615.The horizontal coordinates were determined by differentially corrected
 DE7615.hand held GPS observations or other comparable positioning techniques
 DE7615.and have an estimated accuracy of +/- 3 meters.
 DE7615
 DE7615.The orthometric height was determined by differential leveling and
 DE7615.adjusted by the WI DEPT OF TRANSP
 DE7615.in May 2012.
 DE7615
 DE7615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7615.GEOID18 height accuracy estimate available here.
 DE7615
 DE7615.Click photographs - Photos may exist for this station.
 DE7615
 DE7615.The dynamic height is computed by dividing the NAVD 88
 DE7615.geopotential number by the normal gravity value computed on the
 DE7615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7615.degrees latitude (g = 980.6199 gals.).
 DE7615
 DE7615.The modeled gravity was interpolated from observed gravity values.
 DE7615
 DE7615;                    North         East    Units  Estimated Accuracy
 DE7615;SPC WI C     -    61,580.6     751,593.7     MT  (+/- 3 meters HH1 GPS) 
 DE7615
 DE7615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1253313726(NAD 83)
 DE7615
 DE7615                          SUPERSEDED SURVEY CONTROL
 DE7615
 DE7615  NAVD 88 (04/20/07)  198.021  (m)          649.67   (f) SUPERSEDED  2 1
 DE7615  NAVD 88 (05/16/03)  198.075  (m)          649.85   (f) SUPERSEDED  2 1
 DE7615
 DE7615.Superseded values are not recommended for survey control.
 DE7615
 DE7615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7615.See file dsdata.pdf to determine how the superseded data were derived.
 DE7615
 DE7615_MARKER: DD = SURVEY DISK
 DE7615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7615_STAMPING: 4K56 2001
 DE7615_MARK LOGO: WIDT
 DE7615_PROJECTION: FLUSH
 DE7615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7615+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DE7615
 DE7615  HISTORY     - Date     Condition        Report By
 DE7615  HISTORY     - 2001     MONUMENTED       WIDT
 DE7615  HISTORY     - 20030607 GOOD             USPSQD
 DE7615  HISTORY     - 20050810 GOOD             WIDT
 DE7615
 DE7615                          STATION DESCRIPTION
 DE7615
 DE7615'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7615'THE STATION IS LOCATED ABOUT 9 KM SOUTH-SOUTHWEST OF DE PERE AND 3 KM
 DE7615'SOUTHEAST OF LITTLE RAPIDS.  OWNERSHIP--TOWN OF ROCKLAND.  TO REACH
 DE7615'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND STATE HIGHWAY
 DE7615'96 ABOUT 15 KM SOUTH-SOUTHWEST OF THE CITY OF DE PERE, GO NORTH ON
 DE7615'STATE HIGHWAY 32 FOR 6.6 KM TO COUNTY HIGHWAY ZZ, TURN LEFT AND GO
 DE7615'WEST ON COUNTY HIGHWAY ZZ FOR 0.5 KM TO RIVER OAKS AND THE STATION TO
 DE7615'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7615'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7615'A 41-CM DIAMETER CONCRETE POST 2.5 M DEEP ABOUT 0.5 M BELOW ROAD
 DE7615'PAVEMENT.  THE STATION IS 7.0 M WEST OF THE CENTERLINE OF RIVER OAKS
 DE7615'DRIVE, 49 M SOUTH OF CENTERLINE OF COUNTY HIGHWAY ZZ, 32 M SOUTH OF
 DE7615'TELEPHONE PEDESTAL --4870--, 7.8 M SOUTH OF SIGN POST --NEIGHBOR
 DE7615'WATCH-- AND 0.7 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7615'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7615'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7615
 DE7615                          STATION RECOVERY (2003)
 DE7615
 DE7615'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7615'RECOVERED IN GOOD CONDITION.
 DE7615
 DE7615                          STATION RECOVERY (2005)
 DE7615
 DE7615'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7615'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 4.4 M NORTH OF A
 DE7615'--CURVE AHEAD 45 MPH-- SIGN POST AND 0.7 M EAST, 1.0 M NORTH, AND 1.0
 DE7615'M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7616 ***********************************************************************
 DE7616  DESIGNATION -  4K57
 DE7616  PID         -  DE7616
 DE7616  STATE/COUNTY-  WI/BROWN
 DE7616  COUNTRY     -  US
 DE7616  USGS QUAD   -  DE PERE (2018)
 DE7616
 DE7616                         *CURRENT SURVEY CONTROL
 DE7616  ______________________________________________________________________
 DE7616* NAD 83(1986) POSITION- 44 23 09.15   (N) 088 05 24.01   (W)   HD_HELD1
 DE7616* NAVD 88 ORTHO HEIGHT -   201.112 (meters)      659.82  (feet) ADJUSTED
 DE7616  ______________________________________________________________________
 DE7616  GEOID HEIGHT    -        -36.207 (meters)                     GEOID18
 DE7616  DYNAMIC HEIGHT  -        201.084 (meters)      659.72  (feet) COMP
 DE7616  MODELED GRAVITY -    980,474.9   (mgal)                       NAVD 88
 DE7616
 DE7616  VERT ORDER      -  SECOND    CLASS I
 DE7616
 DE7616.The horizontal coordinates were determined by differentially corrected
 DE7616.hand held GPS observations or other comparable positioning techniques
 DE7616.and have an estimated accuracy of +/- 3 meters.
 DE7616
 DE7616.The orthometric height was determined by differential leveling and
 DE7616.adjusted by the NATIONAL GEODETIC SURVEY
 DE7616.in February 2017.
 DE7616
 DE7616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7616.GEOID18 height accuracy estimate available here.
 DE7616
 DE7616.Click photographs - Photos may exist for this station.
 DE7616
 DE7616.The dynamic height is computed by dividing the NAVD 88
 DE7616.geopotential number by the normal gravity value computed on the
 DE7616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7616.degrees latitude (g = 980.6199 gals.).
 DE7616
 DE7616.The modeled gravity was interpolated from observed gravity values.
 DE7616
 DE7616;                    North         East    Units  Estimated Accuracy
 DE7616;SPC WI C     -    63,187.2     752,179.7     MT  (+/- 3 meters HH1 GPS) 
 DE7616
 DE7616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1317815310(NAD 83)
 DE7616
 DE7616                          SUPERSEDED SURVEY CONTROL
 DE7616
 DE7616  NAVD 88 (05/08/12)  201.119  (m)          659.84   (f) SUPERSEDED  2 1
 DE7616  NAVD 88 (04/20/07)  201.078  (m)          659.70   (f) SUPERSEDED  2 1
 DE7616  NAVD 88 (05/16/03)  201.132  (m)          659.88   (f) SUPERSEDED  2 1
 DE7616
 DE7616.Superseded values are not recommended for survey control.
 DE7616
 DE7616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7616.See file dsdata.pdf to determine how the superseded data were derived.
 DE7616
 DE7616_MARKER: DD = SURVEY DISK
 DE7616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7616_STAMPING: 4K57 2001
 DE7616_MARK LOGO: WIDT
 DE7616_PROJECTION: FLUSH
 DE7616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7616+STABILITY: SURFACE MOTION
 DE7616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7616+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 DE7616
 DE7616  HISTORY     - Date     Condition        Report By
 DE7616  HISTORY     - 2001     MONUMENTED       WIDT
 DE7616  HISTORY     - 20030607 GOOD             USPSQD
 DE7616  HISTORY     - 20050809 GOOD             WIDT
 DE7616  HISTORY     - 20080820 GOOD             WIDT
 DE7616  HISTORY     - 20221011 GOOD             USPSQD
 DE7616
 DE7616                          STATION DESCRIPTION
 DE7616
 DE7616'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7616'THE STATION IS LOCATED ABOUT 21 KM NORTHWEST OF DENMARK, 7 KM
 DE7616'SOUTH-SOUTHWEST OF DE PERE  AND 3 KM EAST-NORTHEAST OF LITTLE RAPIDS.
 DE7616'OWNWESHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DE7616'STATION FROM THE JUNCTION STATE HIGHWAY 32 AND STATE HIGHWAY 96 ABOUT
 DE7616'15 KM SOUTH-SOUTHWEST OF THE CITY OF DE PERE, GO NORTH ON STATE
 DE7616'HIGHWAY 32 FOR 7.9 KM TO STATION ON THE RIGHT.    THE STATION IS A
 DE7616'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7616'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7616'A DEPTH OF 2.5 M DEEP ABOUT 1.3 M BELOW HIGHWAY PAVEMENT.  THE
 DE7616'STATION IS 19 M EAST OF THE CENTERLINE OF STATE HIGHWAY 32, 76 M
 DE7616'SOUTH OF CENTERLINE OF MIDWAY ROAD, 1 M WEST OF A CULTIVATED FIELD
 DE7616'AND 0.4 M WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS
 DE7616'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7616'ABOVE THE HORIZON.
 DE7616
 DE7616                          STATION RECOVERY (2003)
 DE7616
 DE7616'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7616'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS EAST AND ACROSS THE
 DE7616'HIGHWAY FROM POWER POLE NUMBER 2220-17E19, EAST-SOUTHEAST AND ACROSS
 DE7616'THE HIGHWAY FROM A -ADOPT-A-HIGHWAY- SIGN.
 DE7616
 DE7616                          STATION RECOVERY (2005)
 DE7616
 DE7616'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7616'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION WAS RECOVERED TWO
 DE7616'ROWS DEEP IN A CORN FIELD.  RECENT CHUNKS HAVE BEEN TAKEN OUT OF THE
 DE7616'CONCRETE POST ON THE SOUTH, SOUTHWEST, NORTHWEST, AND EAST EDGES AND A
 DE7616'NORTH-SOUTH SCRAPE ACROSS THE TOP OF THE POST EAST OF THE DISK.  THE
 DE7616'DISK IS UNTOUCHED.  THE POST IS STABLE AND APPEARS LEVEL.
 DE7616'ADD-- THE STATION IS 0.8 M NORTH OF A YELLOW METAL WITNESS POST
 DE7616'PAINTED PINK WITH A WHITE SURVEY MARKER SIGN ATTACHED AND 0.8 M SOUTH
 DE7616'OF A YELLOW METAL WITNESS POST PAINTED PINK WITH A WHITE SURVEY MARKER
 DE7616'SIGN ATTACHED AND EXTENDED WITH A SECOND YELLOW METAL POST BOLTED TO
 DE7616'THE TOP OF THE LOWER POST.
 DE7616
 DE7616                          STATION RECOVERY (2008)
 DE7616
 DE7616'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DE7616'RECOVERED AS DESCRIBED.
 DE7616
 DE7616                          STATION RECOVERY (2022)
 DE7616
 DE7616'RECOVERY NOTE BY US POWER SQUADRON 2022 (OJB)
 DE7616'THE STATION IS NOW MARKED WITH ONE WHITE STAKE AND TWO WHITE SURVEY
 DE7616'MARKER SIGNS ON STEEL POSTS FACING ONE ANOTHER.  THE CONCRETE MONUMENT
 DE7616'IS NO LONGER PAINTED RED AS PHOTOGRAPHED IN 2008.  THE PAINT HAS WORN
 DE7616'AWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7618 ***********************************************************************
 DE7618  DESIGNATION -  4K58
 DE7618  PID         -  DE7618
 DE7618  STATE/COUNTY-  WI/BROWN
 DE7618  COUNTRY     -  US
 DE7618  USGS QUAD   -  DE PERE (2018)
 DE7618
 DE7618                         *CURRENT SURVEY CONTROL
 DE7618  ______________________________________________________________________
 DE7618* NAD 83(1986) POSITION- 44 24 04.96   (N) 088 03 53.55   (W)   HD_HELD1
 DE7618* NAVD 88 ORTHO HEIGHT -   191.936 (meters)      629.71  (feet) ADJUSTED
 DE7618  ______________________________________________________________________
 DE7618  GEOID HEIGHT    -        -36.203 (meters)                     GEOID18
 DE7618  DYNAMIC HEIGHT  -        191.909 (meters)      629.62  (feet) COMP
 DE7618  MODELED GRAVITY -    980,474.9   (mgal)                       NAVD 88
 DE7618
 DE7618  VERT ORDER      -  SECOND    CLASS I
 DE7618
 DE7618.The horizontal coordinates were determined by differentially corrected
 DE7618.hand held GPS observations or other comparable positioning techniques
 DE7618.and have an estimated accuracy of +/- 3 meters.
 DE7618
 DE7618.The orthometric height was determined by differential leveling and
 DE7618.adjusted by the WI DEPT OF TRANSP
 DE7618.in May 2012.
 DE7618
 DE7618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7618.GEOID18 height accuracy estimate available here.
 DE7618
 DE7618.Click photographs - Photos may exist for this station.
 DE7618
 DE7618.The dynamic height is computed by dividing the NAVD 88
 DE7618.geopotential number by the normal gravity value computed on the
 DE7618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7618.degrees latitude (g = 980.6199 gals.).
 DE7618
 DE7618.The modeled gravity was interpolated from observed gravity values.
 DE7618
 DE7618;                    North         East    Units  Estimated Accuracy
 DE7618;SPC WI C     -    64,956.7     754,140.4     MT  (+/- 3 meters HH1 GPS) 
 DE7618
 DE7618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1520217005(NAD 83)
 DE7618
 DE7618                          SUPERSEDED SURVEY CONTROL
 DE7618
 DE7618  NAVD 88 (04/20/07)  191.894  (m)          629.57   (f) SUPERSEDED  2 1
 DE7618  NAVD 88 (05/16/03)  191.949  (m)          629.75   (f) SUPERSEDED  2 1
 DE7618
 DE7618.Superseded values are not recommended for survey control.
 DE7618
 DE7618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7618.See file dsdata.pdf to determine how the superseded data were derived.
 DE7618
 DE7618_MARKER: DD = SURVEY DISK
 DE7618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7618_STAMPING: 4K58 2001
 DE7618_MARK LOGO: WIDT
 DE7618_PROJECTION: FLUSH
 DE7618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7618+STABILITY: SURFACE MOTION
 DE7618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7618+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 DE7618
 DE7618  HISTORY     - Date     Condition        Report By
 DE7618  HISTORY     - 2001     MONUMENTED       WIDT
 DE7618  HISTORY     - 20030607 GOOD             USPSQD
 DE7618  HISTORY     - 20050810 GOOD             WIDT
 DE7618  HISTORY     - 20221011 GOOD             USPSQD
 DE7618
 DE7618                          STATION DESCRIPTION
 DE7618
 DE7618'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7618'THE STATION IS LOCATED ABOUT 20 KM NORTHWEST OF DENMARK, 5 KM SOUTH
 DE7618'OF DE PERE AND 5 KM NORTHEAST OF LITTLE RAPIDS.  OWNERSHIP-- TOWN OF
 DE7618'ROCKLAND.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32
 DE7618'WITH STATE HIGHWAY 96 ABOUT 15 KM SOUTH-SOUTHWEST OF THE CITY OF DE
 DE7618'PERE, GO NORTH ON STATE HIGHWAY 32 FOR 9.5 KM TO OLD MARTIN ROAD,
 DE7618'TURN RIGHT AND GO EAST ON OLD MARTIN ROAD FOR 1.6 KM TO RYAN ROAD AND
 DE7618'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7618'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7618'IN THE TOP OF A 41-CM DIAMETER POST 2.5 M DEEP ABOUT 0.5 BELOW ROAD
 DE7618'PAVEMENT. THE STATION IS 7.5 M WEST OF THE CENTERLINE OF RYAN ROAD,
 DE7618'33.0 M NORTH OF CENTERLINE OF OLD MARTIN ROAD, 10.0 M SOUTHEAST OF
 DE7618'TELEPHONE PEDESTAL --L220-120-- AND 0.7 M EAST OF A WHITE PLASIC
 DE7618'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7618'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7618
 DE7618                          STATION RECOVERY (2003)
 DE7618
 DE7618'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7618'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS EAST OF A BRICK
 DE7618'BUILDING HOUSING THE ROCKLAND TOWN HALL IN THE GRASSY AREA WITHIN THE
 DE7618'GRAVEL CIRCULAR DRIVE.
 DE7618
 DE7618                          STATION RECOVERY (2005)
 DE7618
 DE7618'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7618'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M EAST, 1.0 M
 DE7618'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7618
 DE7618                          STATION RECOVERY (2022)
 DE7618
 DE7618'RECOVERY NOTE BY US POWER SQUADRON 2022 (OJB)
 DE7618'A NEW HOME AND NEW SHED HAVE BEEN BUILT ON RYAN ROAD.  THE MARKER IS
 DE7618'LOCATED BETWEEN RYAN ROAD AND THE HOME.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7619 ***********************************************************************
 DE7619  DESIGNATION -  4K59
 DE7619  PID         -  DE7619
 DE7619  STATE/COUNTY-  WI/BROWN
 DE7619  COUNTRY     -  US
 DE7619  USGS QUAD   -  DE PERE (2018)
 DE7619
 DE7619                         *CURRENT SURVEY CONTROL
 DE7619  ______________________________________________________________________
 DE7619* NAD 83(1986) POSITION- 44 24 03.59   (N) 088 02 28.89   (W)   HD_HELD1
 DE7619* NAVD 88 ORTHO HEIGHT -   205.887 (meters)      675.48  (feet) ADJUSTED
 DE7619  ______________________________________________________________________
 DE7619  GEOID HEIGHT    -        -36.188 (meters)                     GEOID18
 DE7619  DYNAMIC HEIGHT  -        205.858 (meters)      675.39  (feet) COMP
 DE7619  MODELED GRAVITY -    980,473.4   (mgal)                       NAVD 88
 DE7619
 DE7619  VERT ORDER      -  SECOND    CLASS I
 DE7619
 DE7619.The horizontal coordinates were determined by differentially corrected
 DE7619.hand held GPS observations or other comparable positioning techniques
 DE7619.and have an estimated accuracy of +/- 3 meters.
 DE7619
 DE7619.The orthometric height was determined by differential leveling and
 DE7619.adjusted by the WI DEPT OF TRANSP
 DE7619.in May 2012.
 DE7619
 DE7619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7619.GEOID18 height accuracy estimate available here.
 DE7619
 DE7619.Click photographs - Photos may exist for this station.
 DE7619
 DE7619.The dynamic height is computed by dividing the NAVD 88
 DE7619.geopotential number by the normal gravity value computed on the
 DE7619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7619.degrees latitude (g = 980.6199 gals.).
 DE7619
 DE7619.The modeled gravity was interpolated from observed gravity values.
 DE7619
 DE7619;                    North         East    Units  Estimated Accuracy
 DE7619;SPC WI C     -    64,959.3     756,014.2     MT  (+/- 3 meters HH1 GPS) 
 DE7619
 DE7619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1707416939(NAD 83)
 DE7619
 DE7619                          SUPERSEDED SURVEY CONTROL
 DE7619
 DE7619  NAVD 88 (04/20/07)  205.845  (m)          675.34   (f) SUPERSEDED  2 1
 DE7619  NAVD 88 (05/16/03)  205.901  (m)          675.53   (f) SUPERSEDED  2 1
 DE7619
 DE7619.Superseded values are not recommended for survey control.
 DE7619
 DE7619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7619.See file dsdata.pdf to determine how the superseded data were derived.
 DE7619
 DE7619_MARKER: DD = SURVEY DISK
 DE7619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7619_STAMPING: 4K59 2001
 DE7619_MARK LOGO: WIDT
 DE7619_PROJECTION: FLUSH
 DE7619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7619+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 DE7619
 DE7619  HISTORY     - Date     Condition        Report By
 DE7619  HISTORY     - 2001     MONUMENTED       WIDT
 DE7619  HISTORY     - 20030607 GOOD             USPSQD
 DE7619  HISTORY     - 20050810 GOOD             WIDT
 DE7619  HISTORY     - 20221011 GOOD             USPSQD
 DE7619
 DE7619                          STATION DESCRIPTION
 DE7619
 DE7619'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7619'THE STATION IS LOCATED ABOUT 18 KM NORTHWEST OF DENMARK, 9 KM
 DE7619'SOUTH-SOUTHEAST OF DE PERE AND 7 KM NORTHEAST OF LITTLE RAPIDS.
 DE7619'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7619'STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND STATE HIGHWAY 96
 DE7619'ABOUT 15 KM SOUTH-SOUTHWEST OF THE CITY OF DE PERE, GO NORTH ON STATE
 DE7619'HIGHWAY 32 FOR 9.5 KM TO OLD MARTIN ROAD, TURN RIGHT AND GO EAST ON
 DE7619'OLD MARTIN ROAD FOR 2.9 KM TO THE STATION ON THE RIGHT. THE STATION
 DE7619'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7619'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7619'2.5 M DEEP ABOUT 0.3 M BELOW THE ROAD PAVEMENT.  THE STATION IS 7.0 M
 DE7619'SOUTH OF THE CENTERLINE OF OLD MARTIN ROAD, 28 M SOUTHEAST OF POWER
 DE7619'POLE --759BB65--, 2 M NORTH OF A CULTIVATED FIELD AND 0.7 M NORTH OF
 DE7619'A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7619'OBSRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7619
 DE7619                          STATION RECOVERY (2003)
 DE7619
 DE7619'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7619'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON THE SOUTH SIDE
 DE7619'OF OLD MARTINS ROAD, 0.3 MILE EAST OF COUNTY ROAD PP, EAST OF FARM
 DE7619'BUILDINGS AT 2386 OLD MARTIN ROAD, AND IN THE BOTTOM OF A DITCH ON THE
 DE7619'SOUTH SIDE OF THE ROAD.  NOTE-- THE WHITE PLASTIC WITNESS POST IS
 DE7619'BROKEN AND LYING ON THE GROUND.
 DE7619
 DE7619                          STATION RECOVERY (2005)
 DE7619
 DE7619'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7619'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 MILE EAST OF
 DE7619'COUNTY HIGHWAY PP, 44.2 M EAST OF THE CENTERLINE OF A FARM YARD
 DE7619'ENTRANCE, AND 0.7 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE
 DE7619'PLASTIC WITNESS POSTS.
 DE7619
 DE7619                          STATION RECOVERY (2022)
 DE7619
 DE7619'RECOVERY NOTE BY US POWER SQUADRON 2022 (OJB)
 DE7619'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7620 ***********************************************************************
 DE7620  DESIGNATION -  4K60
 DE7620  PID         -  DE7620
 DE7620  STATE/COUNTY-  WI/BROWN
 DE7620  COUNTRY     -  US
 DE7620  USGS QUAD   -  DE PERE (2018)
 DE7620
 DE7620                         *CURRENT SURVEY CONTROL
 DE7620  ______________________________________________________________________
 DE7620* NAD 83(1986) POSITION- 44 23 49.95   (N) 088 01 16.20   (W)   HD_HELD1
 DE7620* NAVD 88 ORTHO HEIGHT -   256.513 (meters)      841.58  (feet) ADJUSTED
 DE7620  ______________________________________________________________________
 DE7620  GEOID HEIGHT    -        -36.168 (meters)                     GEOID18
 DE7620  DYNAMIC HEIGHT  -        256.478 (meters)      841.46  (feet) COMP
 DE7620  MODELED GRAVITY -    980,472.3   (mgal)                       NAVD 88
 DE7620
 DE7620  VERT ORDER      -  SECOND    CLASS I
 DE7620
 DE7620.The horizontal coordinates were determined by differentially corrected
 DE7620.hand held GPS observations or other comparable positioning techniques
 DE7620.and have an estimated accuracy of +/- 3 meters.
 DE7620
 DE7620.The orthometric height was determined by differential leveling and
 DE7620.adjusted by the WI DEPT OF TRANSP
 DE7620.in May 2012.
 DE7620
 DE7620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7620.GEOID18 height accuracy estimate available here.
 DE7620
 DE7620.Click photographs - Photos may exist for this station.
 DE7620
 DE7620.The dynamic height is computed by dividing the NAVD 88
 DE7620.geopotential number by the normal gravity value computed on the
 DE7620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7620.degrees latitude (g = 980.6199 gals.).
 DE7620
 DE7620.The modeled gravity was interpolated from observed gravity values.
 DE7620
 DE7620;                    North         East    Units  Estimated Accuracy
 DE7620;SPC WI C     -    64,577.4     757,632.5     MT  (+/- 3 meters HH1 GPS) 
 DE7620
 DE7620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1867616498(NAD 83)
 DE7620
 DE7620                          SUPERSEDED SURVEY CONTROL
 DE7620
 DE7620  NAVD 88 (04/20/07)  256.470  (m)          841.44   (f) SUPERSEDED  2 1
 DE7620  NAVD 88 (05/16/03)  256.527  (m)          841.62   (f) SUPERSEDED  2 1
 DE7620
 DE7620.Superseded values are not recommended for survey control.
 DE7620
 DE7620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7620.See file dsdata.pdf to determine how the superseded data were derived.
 DE7620
 DE7620_MARKER: DD = SURVEY DISK
 DE7620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7620_STAMPING: 4K60 2001
 DE7620_MARK LOGO: WIDT
 DE7620_PROJECTION: FLUSH
 DE7620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7620+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 DE7620
 DE7620  HISTORY     - Date     Condition        Report By
 DE7620  HISTORY     - 2001     MONUMENTED       WIDT
 DE7620  HISTORY     - 20030607 GOOD             USPSQD
 DE7620  HISTORY     - 20050810 GOOD             WIDT
 DE7620  HISTORY     - 20221011 GOOD             USPSQD
 DE7620
 DE7620                          STATION DESCRIPTION
 DE7620
 DE7620'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7620'THE STATION IS LOCATED ABOUT 16 KM NORTHWEST OF DENMARK, 9 KM
 DE7620'NORTHEAST OF LTTLE RAPIDS, AND 7 KM SOUTHEAST OF DE PERE.
 DE7620'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7620'STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND STATE HIGHWAY 96
 DE7620'ABOUT 15 KM SOUTH-SOUTHWEST OF THE CITY OF DE PERE, GO NORTH ON STATE
 DE7620'HIGHWAY 32 FOR 9.5 KM TO OLD MARTIN ROAD, TURN RIGHT AND GO EAST ON
 DE7620'OLD MARTIN ROAD FOR 4.2 KM TO LEDGE CREST ROAD, TURN RIGHT AND GO
 DE7620'SOUTHEAST ON LEDGE CREST ROAD FOR 0.3 KM TO THE STATION ON THE RIGHT.
 DE7620'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7620'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7620'DIAMETER POST 2.5 M DEEP ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DE7620'STATION IS 4.4 M SOUTHWEST OF THE CENTERLINE OF LEDGE CREST ROAD,
 DE7620'42.7 M NORTHWEST OF ROAD SIGN --CURVES AHEAD--, 34.5 M SOUTHEAST OF
 DE7620'POWER POLE --781BB35--, 0.4 M NORTHEAST OF A WHITE PLASTIC WITNESS
 DE7620'POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7620'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7620
 DE7620                          STATION RECOVERY (2003)
 DE7620
 DE7620'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7620'RECOVERED IN GOOD CONDITION.  ADD-- FROM JUNCTION OF OLD MARTINS ROAD
 DE7620'AND LEDGE CREST ROAD, GO SOUTHEAST ON LEDGE CREST ROAD FOR 0.3 MILE TO
 DE7620'THE SIGN AND DRIVEWAY TO THE DE PERE SPORTMAN'S CLUB.  CONTINUE ON
 DE7620'LEDGE CREST FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 DE7620
 DE7620                          STATION RECOVERY (2005)
 DE7620
 DE7620'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7620'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 MILE SOUTHEAST
 DE7620'OF THE JUNCTION OF OLD MARTINS ROAD WITH SPORTSMAN ROAD, 0.3 MILE
 DE7620'NORTHWEST OF THE JUNCTION OF GLENROCK ROAD WITH LEDGECREST ROAD, AND
 DE7620'0.4 M NORTHEAST, 1.0 M SOUTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE
 DE7620'PLASTIC WITNESS POSTS.
 DE7620
 DE7620                          STATION RECOVERY (2022)
 DE7620
 DE7620'RECOVERY NOTE BY US POWER SQUADRON 2022 (OJB)
 DE7620'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7782 ***********************************************************************
 DE7782  DESIGNATION -  4K61
 DE7782  PID         -  DE7782
 DE7782  STATE/COUNTY-  WI/BROWN
 DE7782  COUNTRY     -  US
 DE7782  USGS QUAD   -  BELLEVUE (2018)
 DE7782
 DE7782                         *CURRENT SURVEY CONTROL
 DE7782  ______________________________________________________________________
 DE7782* NAD 83(1986) POSITION- 44 24 03.95   (N) 087 58 58.29   (W)   HD_HELD1
 DE7782* NAVD 88 ORTHO HEIGHT -   269.329 (meters)      883.62  (feet) ADJUSTED
 DE7782  ______________________________________________________________________
 DE7782  GEOID HEIGHT    -        -36.149 (meters)                     GEOID18
 DE7782  DYNAMIC HEIGHT  -        269.290 (meters)      883.50  (feet) COMP
 DE7782  MODELED GRAVITY -    980,467.3   (mgal)                       NAVD 88
 DE7782
 DE7782  VERT ORDER      -  SECOND    CLASS I
 DE7782
 DE7782.The horizontal coordinates were determined by differentially corrected
 DE7782.hand held GPS observations or other comparable positioning techniques
 DE7782.and have an estimated accuracy of +/- 3 meters.
 DE7782
 DE7782.The orthometric height was determined by differential leveling and
 DE7782.adjusted by the WI DEPT OF TRANSP
 DE7782.in May 2012.
 DE7782
 DE7782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7782.GEOID18 height accuracy estimate available here.
 DE7782
 DE7782.Click photographs - Photos may exist for this station.
 DE7782
 DE7782.The dynamic height is computed by dividing the NAVD 88
 DE7782.geopotential number by the normal gravity value computed on the
 DE7782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7782.degrees latitude (g = 980.6199 gals.).
 DE7782
 DE7782.The modeled gravity was interpolated from observed gravity values.
 DE7782
 DE7782;                    North         East    Units  Estimated Accuracy
 DE7782;SPC WI C     -    65,084.5     760,672.8     MT  (+/- 3 meters HH1 GPS) 
 DE7782
 DE7782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2173216893(NAD 83)
 DE7782
 DE7782                          SUPERSEDED SURVEY CONTROL
 DE7782
 DE7782  NAVD 88 (04/20/07)  269.284  (m)          883.48   (f) SUPERSEDED  2 1
 DE7782  NAVD 88 (05/16/03)  269.343  (m)          883.67   (f) SUPERSEDED  2 1
 DE7782
 DE7782.Superseded values are not recommended for survey control.
 DE7782
 DE7782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7782.See file dsdata.pdf to determine how the superseded data were derived.
 DE7782
 DE7782_MARKER: DD = SURVEY DISK
 DE7782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7782_STAMPING: 4K61 2001
 DE7782_MARK LOGO: WIDT
 DE7782_PROJECTION: FLUSH
 DE7782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7782+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DE7782
 DE7782  HISTORY     - Date     Condition        Report By
 DE7782  HISTORY     - 2000     MONUMENTED       WIDT
 DE7782  HISTORY     - 20030607 GOOD             USPSQD
 DE7782  HISTORY     - 20050810 GOOD             WIDT
 DE7782
 DE7782                          STATION DESCRIPTION
 DE7782
 DE7782'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7782'THE STATION IS LOCATED ABOUT 17 KM NORTHEAST OF WRIGHTSTOWN, 14 KM
 DE7782'SOUTH-SOUTHEAST OF GREEN BAY AND 14 KM NORTHWEST OF DENMARK.
 DE7782'OWNERSHIP--TOWN OF GLENMORE.  TO REACH THE STATION FROM THE JUNCTION
 DE7782'OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY 141 WITH COUNTY HIGHWAY MM
 DE7782'(EXIT 178) ABOUT 12 KM SOUTHEAST OF THE CITY OF GREEN BAY, GO SOUTH
 DE7782'ON COUNTY HIGHWAY MM FOR 1.3 KM TO WHERE COUNTY HIGHWAY MM TURNS WEST
 DE7782'AND ELM VIEW ROAD CONTINUES AHEAD, CONTINUE SOUTH ON ELM VIEW ROAD
 DE7782'FOR 0.8 KM TO PINE GROVE ROAD, TURN RIGHT AND GO WEST ON PINE GROVE
 DE7782'ROAD FOR 0.8 KM TO GLENMORE ROAD, TURN LEFT AND GO SOUTH ON GLENMORE
 DE7782'ROAD FOR 1.6 KM TO CREEKVIEW ROAD, TURN RIGHT AND GO WEST ON
 DE7782'CREEKVIEW ROAD FOR 3.5 KM TO BIG APPLE ROAD ON THE LEFT, CONTINUE
 DE7782'WEST ON CREEKVIEW ROAD FOR 0.8 KM TO THE STATION ON THE LEFT.  THE
 DE7782'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7782'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7782'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD
 DE7782'PAVEMENT.  THE STATION IS 8.5 M SOUTH OF CREEKVIEW ROAD, 77.6 M
 DE7782'SOUTHWEST OF A TELEPHONE PEDESTAL, 50 M SOUTHWEST OF THE EXTENDED
 DE7782'CENTERLINE OF PRIVATE ENTRANCE --3289--, 21.4 M SOUTHEAST OF POWER
 DE7782'POLE --765AA64--  AND 0.4 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7782'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7782'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7782
 DE7782                          STATION RECOVERY (2003)
 DE7782
 DE7782'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7782'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SOUTH AND ACROSS
 DE7782'THE ROAD FROM THE RESIDENCE AT 3285 CREEKVIEW ROAD, ABOUT 19 M
 DE7782'SOUTHWEST OF THE CENTER OF THE RESIDENCE'S DRIVEWAY.
 DE7782
 DE7782                          STATION RECOVERY (2005)
 DE7782
 DE7782'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7782'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 MILE WEST OF
 DE7782'BIG APPLE ROAD, 13.4 M WEST OF THE EXTENDED CENTERLINE OF THE DRIVEWAY
 DE7782'TO THE PRIVATE RESIDENCE AT --3285--, AND 0.4 M NORTH, 1.0 M EAST, AND
 DE7782'1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7622 ***********************************************************************
 DE7622  DESIGNATION -  4K62
 DE7622  PID         -  DE7622
 DE7622  STATE/COUNTY-  WI/BROWN
 DE7622  COUNTRY     -  US
 DE7622  USGS QUAD   -  BELLEVUE (2018)
 DE7622
 DE7622                         *CURRENT SURVEY CONTROL
 DE7622  ______________________________________________________________________
 DE7622* NAD 83(1986) POSITION- 44 24 02.26   (N) 087 57 11.31   (W)   HD_HELD1
 DE7622* NAVD 88 ORTHO HEIGHT -   262.017 (meters)      859.63  (feet) ADJUSTED
 DE7622  ______________________________________________________________________
 DE7622  GEOID HEIGHT    -        -36.134 (meters)                     GEOID18
 DE7622  DYNAMIC HEIGHT  -        261.979 (meters)      859.51  (feet) COMP
 DE7622  MODELED GRAVITY -    980,468.0   (mgal)                       NAVD 88
 DE7622
 DE7622  VERT ORDER      -  SECOND    CLASS I
 DE7622
 DE7622.The horizontal coordinates were determined by differentially corrected
 DE7622.hand held GPS observations or other comparable positioning techniques
 DE7622.and have an estimated accuracy of +/- 3 meters.
 DE7622
 DE7622.The orthometric height was determined by differential leveling and
 DE7622.adjusted by the WI DEPT OF TRANSP
 DE7622.in May 2012.
 DE7622
 DE7622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7622.GEOID18 height accuracy estimate available here.
 DE7622
 DE7622.Click photographs - Photos may exist for this station.
 DE7622
 DE7622.The dynamic height is computed by dividing the NAVD 88
 DE7622.geopotential number by the normal gravity value computed on the
 DE7622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7622.degrees latitude (g = 980.6199 gals.).
 DE7622
 DE7622.The modeled gravity was interpolated from observed gravity values.
 DE7622
 DE7622;                    North         East    Units  Estimated Accuracy
 DE7622;SPC WI C     -    65,091.6     763,040.6     MT  (+/- 3 meters HH1 GPS) 
 DE7622
 DE7622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2409816812(NAD 83)
 DE7622
 DE7622                          SUPERSEDED SURVEY CONTROL
 DE7622
 DE7622  NAVD 88 (04/20/07)  261.972  (m)          859.49   (f) SUPERSEDED  2 1
 DE7622  NAVD 88 (05/16/03)  262.031  (m)          859.68   (f) SUPERSEDED  2 1
 DE7622
 DE7622.Superseded values are not recommended for survey control.
 DE7622
 DE7622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7622.See file dsdata.pdf to determine how the superseded data were derived.
 DE7622
 DE7622_MARKER: DD = SURVEY DISK
 DE7622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7622_STAMPING: 4K62 2001
 DE7622_MARK LOGO: WIDT
 DE7622_PROJECTION: FLUSH
 DE7622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7622+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DE7622
 DE7622  HISTORY     - Date     Condition        Report By
 DE7622  HISTORY     - 2001     MONUMENTED       WIDT
 DE7622  HISTORY     - 20030607 GOOD             USPSQD
 DE7622  HISTORY     - 20050810 GOOD             WIDT
 DE7622
 DE7622                          STATION DESCRIPTION
 DE7622
 DE7622'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7622'THE STATION IS ABOUT 13 KM SOUTHEAST OF GREEN BAY, 38 KM NORTHEAST OF
 DE7622'APPLETON AND 42 KM NORTH-NORTHWEST OF MANITOWOC. OWNERSHIP--TOWN OF
 DE7622'GLENMORE.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57
 DE7622'WITH STATE HIGHWAY 32 IN THE CITY OF DE PERE, GO SOUTH ON STATE
 DE7622'HIGHWAYS 57 AND 32 FOR 0.3 KM TO MERRILL STREET ON THE LEFT, TURN
 DE7622'LEFT AND GO SOUTHEAST ON MERRILL STREET FOR 0.1 KM TO CHICAGO STREET,
 DE7622'TURN LEFT AND GO SOUTHEASTERLY ON CHICAGO STREET, ALSO BEING COUNTY
 DE7622'HIGHWAY G, FOR 11.3 KM TO CREEKVIEW ROAD, TURN RIGHT ON CREEKVIEW
 DE7622'ROAD AND GO WEST ON CREEKVIEW ROAD FOR 0.4 KM TO THE STATION ON THE
 DE7622'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7622'GEODETIC SURVEY CONTROL STATION DISK SET IN A 41-CM DIAMETER CONCRETE
 DE7622'POST 2.4 METERS DEEP AND ABOUT 2.0 METERS BELOW THE ROAD PAVEMENT
 DE7622'LEVEL.    THE STATION IS 6.7 METERS SOUTH OF THE CENTERLINE OF
 DE7622'CREEKVIEW ROAD, 115 METERS SOUTHWEST OF TELEPHONE PEDESTAL --1-2--,
 DE7622'42.5 METERS EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 16.6 METERS
 DE7622'SOUTH OF POWER POLE --2221 4R13--, 3 METERS NORTH OF A CULTIVATED
 DE7622'FIELD AND O.5 METERS NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7622'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7622'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7622
 DE7622                          STATION RECOVERY (2003)
 DE7622
 DE7622'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7622'RECOVERED IN GOOD CONDITION.
 DE7622
 DE7622                          STATION RECOVERY (2005)
 DE7622
 DE7622'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7622'RECOVERED IN GOOD CONDITION.  NOTE-- THE FIELD ENTRANCE IS NOW A
 DE7622'DRIVEWAY TO A NEW STRUCTURE.  ADD-- THE STATION IS 0.2 MILE WEST OF
 DE7622'DICKINSON ROAD AND 0.5 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE
 DE7622'WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7623 ***********************************************************************
 DE7623  DESIGNATION -  4K63
 DE7623  PID         -  DE7623
 DE7623  STATE/COUNTY-  WI/BROWN
 DE7623  COUNTRY     -  US
 DE7623  USGS QUAD   -  BELLEVUE (2018)
 DE7623
 DE7623                         *CURRENT SURVEY CONTROL
 DE7623  ______________________________________________________________________
 DE7623* NAD 83(1986) POSITION- 44 24 01.92   (N) 087 55 43.14   (W)   HD_HELD1
 DE7623* NAVD 88 ORTHO HEIGHT -   261.506 (meters)      857.96  (feet) ADJUSTED
 DE7623  ______________________________________________________________________
 DE7623  GEOID HEIGHT    -        -36.123 (meters)                     GEOID18
 DE7623  DYNAMIC HEIGHT  -        261.469 (meters)      857.84  (feet) COMP
 DE7623  MODELED GRAVITY -    980,470.1   (mgal)                       NAVD 88
 DE7623
 DE7623  VERT ORDER      -  SECOND    CLASS I
 DE7623
 DE7623.The horizontal coordinates were determined by differentially corrected
 DE7623.hand held GPS observations or other comparable positioning techniques
 DE7623.and have an estimated accuracy of +/- 3 meters.
 DE7623
 DE7623.The orthometric height was determined by differential leveling and
 DE7623.adjusted by the WI DEPT OF TRANSP
 DE7623.in May 2012.
 DE7623
 DE7623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7623.GEOID18 height accuracy estimate available here.
 DE7623
 DE7623.Click photographs - Photos may exist for this station.
 DE7623
 DE7623.The dynamic height is computed by dividing the NAVD 88
 DE7623.geopotential number by the normal gravity value computed on the
 DE7623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7623.degrees latitude (g = 980.6199 gals.).
 DE7623
 DE7623.The modeled gravity was interpolated from observed gravity values.
 DE7623
 DE7623;                    North         East    Units  Estimated Accuracy
 DE7623;SPC WI C     -    65,130.6     764,991.4     MT  (+/- 3 meters HH1 GPS) 
 DE7623
 DE7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2604816780(NAD 83)
 DE7623
 DE7623                          SUPERSEDED SURVEY CONTROL
 DE7623
 DE7623  NAVD 88 (04/20/07)  261.460  (m)          857.81   (f) SUPERSEDED  2 1
 DE7623  NAVD 88 (05/16/03)  261.520  (m)          858.00   (f) SUPERSEDED  2 1
 DE7623
 DE7623.Superseded values are not recommended for survey control.
 DE7623
 DE7623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7623.See file dsdata.pdf to determine how the superseded data were derived.
 DE7623
 DE7623_MARKER: DD = SURVEY DISK
 DE7623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7623_STAMPING: 4K63 2001
 DE7623_MARK LOGO: WIDT
 DE7623_PROJECTION: FLUSH
 DE7623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7623+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DE7623
 DE7623  HISTORY     - Date     Condition        Report By
 DE7623  HISTORY     - 2001     MONUMENTED       WIDT
 DE7623  HISTORY     - 20030607 GOOD             USPSQD
 DE7623  HISTORY     - 20050810 GOOD             WIDT
 DE7623
 DE7623                          STATION DESCRIPTION
 DE7623
 DE7623'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7623'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF GREEN BAY, 39 KM
 DE7623'NORTHEAST OF APPLETON AND 40 KM NORTH-NORTHWEST OF MANITOWOC.
 DE7623'OWNERSHIP--GLENMORE TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION
 DE7623'OF INTERSTATE HIGHWAY 43 AND US HIGHWAY 141 AND DUTCHMAN ROAD ABOUT 6
 DE7623'KM EAST OF THE CITY OF DE PERE, GO SOUTH THEN WEST ON DUTCHMAN ROAD,
 DE7623'ALSO BEING COUNTY HIGHWAY MM, FOR 2.1 KM TO GLENMORE ROAD, TURN LEFT
 DE7623'AND GO SOUTH ON GLENMORE ROAD FOR 2.4 KM TO CREEKVIEW ROAD, AND THE
 DE7623'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7623'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION BRONZE DISK SET IN
 DE7623'A 41-CM DIAMETER  2.4 METER DEEP CONCRETE POST ABOUT 1.0 METER BELOW
 DE7623'THE ROAD PAVEMENT.  THE STATION IS 9.0 METERS SOUTH OF THE CENTERLINE
 DE7623'OF CREEKVIEW ROAD, 73.0 METERS WEST OF THE CENTERLINE OF GLENMORE
 DE7623'ROAD,  61.5 METERS WEST OF A WOODEN --STOP-- SIGN POST, 5.5 METERS
 DE7623'EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 2 METERS NORTH OF A
 DE7623'CULTIVATED FIELD AND 0.6 METERS NORTH OF A WHITE PLASTIC WITNESS
 DE7623'POST. ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7623'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7623
 DE7623                          STATION RECOVERY (2003)
 DE7623
 DE7623'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7623'RECOVERED IN GOOD CONDITION.
 DE7623
 DE7623                          STATION RECOVERY (2005)
 DE7623
 DE7623'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7623'RECOVERED IN GOOD CONDITION.  NOTE-- AN OLD CHIP HAS BEEN REMOVED FROM
 DE7623'THE NORTHEAST TOP AND EDGE OF THE CONCRETE POST.  ADD-- THE STATION IS
 DE7623'0.6 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS
 DE7623'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7624 ***********************************************************************
 DE7624  DESIGNATION -  4K64
 DE7624  PID         -  DE7624
 DE7624  STATE/COUNTY-  WI/BROWN
 DE7624  COUNTRY     -  US
 DE7624  USGS QUAD   -  BELLEVUE (2018)
 DE7624
 DE7624                         *CURRENT SURVEY CONTROL
 DE7624  ______________________________________________________________________
 DE7624* NAD 83(1986) POSITION- 44 24 01.37   (N) 087 54 28.55   (W)   HD_HELD1
 DE7624* NAVD 88 ORTHO HEIGHT -   263.829 (meters)      865.58  (feet) ADJUSTED
 DE7624  ______________________________________________________________________
 DE7624  GEOID HEIGHT    -        -36.116 (meters)                     GEOID18
 DE7624  DYNAMIC HEIGHT  -        263.792 (meters)      865.46  (feet) COMP
 DE7624  MODELED GRAVITY -    980,471.9   (mgal)                       NAVD 88
 DE7624
 DE7624  VERT ORDER      -  SECOND    CLASS I
 DE7624
 DE7624.The horizontal coordinates were determined by differentially corrected
 DE7624.hand held GPS observations or other comparable positioning techniques
 DE7624.and have an estimated accuracy of +/- 3 meters.
 DE7624
 DE7624.The orthometric height was determined by differential leveling and
 DE7624.adjusted by the WI DEPT OF TRANSP
 DE7624.in May 2012.
 DE7624
 DE7624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7624.GEOID18 height accuracy estimate available here.
 DE7624
 DE7624.Click photographs - Photos may exist for this station.
 DE7624
 DE7624.The dynamic height is computed by dividing the NAVD 88
 DE7624.geopotential number by the normal gravity value computed on the
 DE7624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7624.degrees latitude (g = 980.6199 gals.).
 DE7624
 DE7624.The modeled gravity was interpolated from observed gravity values.
 DE7624
 DE7624;                    North         East    Units  Estimated Accuracy
 DE7624;SPC WI C     -    65,155.9     766,641.8     MT  (+/- 3 meters HH1 GPS) 
 DE7624
 DE7624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2769816744(NAD 83)
 DE7624
 DE7624                          SUPERSEDED SURVEY CONTROL
 DE7624
 DE7624  NAVD 88 (04/20/07)  263.783  (m)          865.43   (f) SUPERSEDED  2 1
 DE7624  NAVD 88 (05/16/03)  263.843  (m)          865.62   (f) SUPERSEDED  2 1
 DE7624
 DE7624.Superseded values are not recommended for survey control.
 DE7624
 DE7624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7624.See file dsdata.pdf to determine how the superseded data were derived.
 DE7624
 DE7624_MARKER: DD = SURVEY DISK
 DE7624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7624_STAMPING: 4K64 2001
 DE7624_MARK LOGO: WIDT
 DE7624_PROJECTION: FLUSH
 DE7624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7624+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DE7624
 DE7624  HISTORY     - Date     Condition        Report By
 DE7624  HISTORY     - 2001     MONUMENTED       WIDT
 DE7624  HISTORY     - 20030607 GOOD             USPSQD
 DE7624  HISTORY     - 20050810 GOOD             WIDT
 DE7624
 DE7624                          STATION DESCRIPTION
 DE7624
 DE7624'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7624'THE STATION IS LOCATED ABOUT 15 KM SOUTHEAST OF GREEN BAY, 39 KM
 DE7624'NORTH-NORTHWEST OF MANITOWOC AND 40 KM NORTHEAST OF APPLETON.
 DE7624'OWNERSHIP--TOWN OF GLENMORE.  TO REACH THE STATION FROM THE JUNCTION
 DE7624'OF INTERSTATE HIGHWAY 43 AND US HIGHWAY 141 AND DUTCHMAN RAOD ABOUT 6
 DE7624'KM EAST OF THE CITY OF DE PERE, GO SOUTH THEN WEST ON DUTCHMAN ROAD,
 DE7624'ALSO BEING COUNTY HIGHWAY MM, FOR 2.1 KM TO GLENMORE ROAD, TURN LEFT
 DE7624'AND GO SOUTH ON GLENMORE ROAD FOR 2.4 KM TO CREEKVIEW ROAD, TURN LEFT
 DE7624'AND GO EAST ON CREEKVIEW ROAD FOR 1.5 KM TO THE STATION ON THE RIGHT.
 DE7624'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7624'GEODETIC SURVEY CONTROL STATION DISK SET IN A 41-CM DIAMETER,  2.4
 DE7624'METER DEEP CONCRETE POST ABOUT 0.3 METERS BELOW THE ROAD PAVEMENT.
 DE7624'THE STATION IS 8.0 METERS SOUTH OF THE CENTERLINE OF CREEKVIEW ROAD,
 DE7624'45.7 METERS WEST OF TELEPHONE PEDESTAL --1899--, 35.0 METERS WEST OF
 DE7624'THE CENTERLINE OF GLENVIEW ROAD, 30.2 METERS SOUTHWEST OF POWER POLE
 DE7624'--2221 3L26--, 1 METER NORTH OF A CULTIVATED FIELD AND O.5 METERS
 DE7624'NORTH OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 DE7624'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7624'HORIZON.
 DE7624
 DE7624                          STATION RECOVERY (2003)
 DE7624
 DE7624'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7624'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLE IS NUMBERED
 DE7624'2221-2R8 AND HAS 1 GUY WIRE.
 DE7624
 DE7624                          STATION RECOVERY (2005)
 DE7624
 DE7624'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7624'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 7.1 M (NOT 8.0 M)
 DE7624'SOUTH OF THE CENTERLINE OF CREEKVIEW ROAD.  ADD-- THE STATION IS 31.4
 DE7624'M SOUTHWEST OF POWER POLE --2221-2R8-- AND 0.5 M NORTH, 1.0 M EAST,
 DE7624'AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2615 ***********************************************************************
 DL2615  DESIGNATION -  4K79
 DL2615  PID         -  DL2615
 DL2615  STATE/COUNTY-  WI/OUTAGAMIE
 DL2615  COUNTRY     -  US
 DL2615  USGS QUAD   -  ONEIDA NORTH (2018)
 DL2615
 DL2615                         *CURRENT SURVEY CONTROL
 DL2615  ______________________________________________________________________
 DL2615* NAD 83(1986) POSITION- 44 30 07.0    (N) 088 12 09.4    (W)   HD_HELD2
 DL2615* NAVD 88 ORTHO HEIGHT -   226.084 (meters)      741.74  (feet) ADJUSTED
 DL2615  ______________________________________________________________________
 DL2615  GEOID HEIGHT    -        -36.236 (meters)                     GEOID18
 DL2615  DYNAMIC HEIGHT  -        226.055 (meters)      741.65  (feet) COMP
 DL2615  MODELED GRAVITY -    980,481.3   (mgal)                       NAVD 88
 DL2615
 DL2615  VERT ORDER      -  SECOND    CLASS I
 DL2615
 DL2615.The horizontal coordinates were established by autonomous hand held GPS
 DL2615.observations and have an estimated accuracy of +/- 10 meters.
 DL2615
 DL2615.The orthometric height was determined by differential leveling and
 DL2615.adjusted by the WI DEPT OF TRANSP
 DL2615.in May 2012.
 DL2615
 DL2615.No vertical observational check was made to the station.
 DL2615
 DL2615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2615.GEOID18 height accuracy estimate available here.
 DL2615
 DL2615.Click photographs - Photos may exist for this station.
 DL2615
 DL2615.The dynamic height is computed by dividing the NAVD 88
 DL2615.geopotential number by the normal gravity value computed on the
 DL2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2615.degrees latitude (g = 980.6199 gals.).
 DL2615
 DL2615.The modeled gravity was interpolated from observed gravity values.
 DL2615
 DL2615;                    North         East    Units  Estimated Accuracy
 DL2615;SPC WI C     -    75,877.      742,924.      MT  (+/- 10 meters HH2 GPS)
 DL2615
 DL2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0439828328(NAD 83)
 DL2615
 DL2615                          SUPERSEDED SURVEY CONTROL
 DL2615
 DL2615.No superseded survey control is available for this station.
 DL2615
 DL2615_MARKER: DD = SURVEY DISK
 DL2615_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2615_SP_SET: BOX CULVERT
 DL2615_STAMPING: 4K79 2007
 DL2615_MARK LOGO: WIDT
 DL2615_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2615+STABILITY: SURFACE MOTION
 DL2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2615+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 DL2615
 DL2615  HISTORY     - Date     Condition        Report By
 DL2615  HISTORY     - 2007     MONUMENTED       WIDT
 DL2615  HISTORY     - 20080811 GOOD             WIDT
 DL2615  HISTORY     - 20150623 GOOD             WIDT
 DL2615
 DL2615                          STATION DESCRIPTION
 DL2615
 DL2615'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DL2615'HIGHWAY H SOUTH AND SMITH ROAD NORTH APPROXIMATELY 4 MI (6.4 KM) EAST
 DL2615'OF THE CITY OF SEYMOUR AND 3 MI (4.8 KM) WEST OF THE COMMUNITY OF
 DL2615'ONEIDA, GO EAST ON STATE HIGHWAY 54 FOR 2.0 MI (3.2 KM) TO OLSON ROAD
 DL2615'LEFT, CONTINUE EAST ON STATE HIGHWAY 54 FOR 0.36 MILE TO BOX CULVERT
 DL2615'--C-44-2157-52-- AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DL2615'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2615'DISK STAMPED --4K79 2007-- SET IN A DRILL HOLE IN THE TOP OF THE WEST
 DL2615'SIDE OF THE NORTH END OF THE CULVERT APPROXIMATELY 0.5 M (1.6 FT)
 DL2615'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.2 M (23.6 FT) NORTH OF
 DL2615'THE CENTERLINE OF STATE HIGHWAY 54, APPROXIMATELY 105 M (344.5 FT)
 DL2615'WEST OF RED WILLOW PARKWAY, 27.0 M (88.6 FT) SOUTHWEST OF A RED FIRE
 DL2615'HYDRANT, 25.1 M (82.3 FT) EAST OF THE EXTENDED CENTERLINE OF PRIVATE
 DL2615'ENTRANCE --W351--, 40 CM (16 INCHES) EAST OF THE WEST SIDE AND 20 CM
 DL2615'(8 INCHES) SOUTH OF THE NORTH END OF THE CULVERT, AND 0.8 M (2.6 FT)
 DL2615'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DL2615'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2615'HORIZON.
 DL2615
 DL2615                          STATION RECOVERY (2015)
 DL2615
 DL2615'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2615'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2614 ***********************************************************************
 DL2614  DESIGNATION -  4K80
 DL2614  PID         -  DL2614
 DL2614  STATE/COUNTY-  WI/BROWN
 DL2614  COUNTRY     -  US
 DL2614  USGS QUAD   -  ONEIDA SOUTH (2018)
 DL2614
 DL2614                         *CURRENT SURVEY CONTROL
 DL2614  ______________________________________________________________________
 DL2614* NAD 83(1986) POSITION- 44 29 57.11   (N) 088 09 06.56   (W)   HD_HELD1
 DL2614* NAVD 88 ORTHO HEIGHT -   215.835 (meters)      708.12  (feet) ADJUSTED
 DL2614  ______________________________________________________________________
 DL2614  GEOID HEIGHT    -        -36.237 (meters)                     GEOID18
 DL2614  DYNAMIC HEIGHT  -        215.808 (meters)      708.03  (feet) COMP
 DL2614  MODELED GRAVITY -    980,485.0   (mgal)                       NAVD 88
 DL2614
 DL2614  VERT ORDER      -  SECOND    CLASS I
 DL2614
 DL2614.The horizontal coordinates were determined by differentially corrected
 DL2614.hand held GPS observations or other comparable positioning techniques
 DL2614.and have an estimated accuracy of +/- 3 meters.
 DL2614
 DL2614.The orthometric height was determined by differential leveling and
 DL2614.adjusted by the WI DEPT OF TRANSP
 DL2614.in May 2012.
 DL2614
 DL2614.No vertical observational check was made to the station.
 DL2614
 DL2614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2614.GEOID18 height accuracy estimate available here.
 DL2614
 DL2614.Click photographs - Photos may exist for this station.
 DL2614
 DL2614.The dynamic height is computed by dividing the NAVD 88
 DL2614.geopotential number by the normal gravity value computed on the
 DL2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2614.degrees latitude (g = 980.6199 gals.).
 DL2614
 DL2614.The modeled gravity was interpolated from observed gravity values.
 DL2614
 DL2614;                    North         East    Units  Estimated Accuracy
 DL2614;SPC WI C     -    75,662.0     746,968.5     MT  (+/- 3 meters HH1 GPS) 
 DL2614
 DL2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0843127965(NAD 83)
 DL2614
 DL2614                          SUPERSEDED SURVEY CONTROL
 DL2614
 DL2614.No superseded survey control is available for this station.
 DL2614
 DL2614_MARKER: DD = SURVEY DISK
 DL2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2614_STAMPING: 4K80 2007
 DL2614_MARK LOGO: WIDT
 DL2614_PROJECTION: FLUSH
 DL2614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2614+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2015
 DL2614
 DL2614  HISTORY     - Date     Condition        Report By
 DL2614  HISTORY     - 2008     MONUMENTED       WIDT
 DL2614  HISTORY     - 20080812 GOOD             WIDT
 DL2614  HISTORY     - 20150624 GOOD             WIDT
 DL2614
 DL2614                          STATION DESCRIPTION
 DL2614
 DL2614'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2614'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 172 WITH STATE
 DL2614'HIGHWAY 54 IN THE VILLAGE OF HOBART, GO EAST ON STATE HIGHWAY 172 FOR
 DL2614'0.4 MILE TO OVERLAND ROAD, CONTINUE EAST ON STATE HIGHWAY 172 FOR 0.90
 DL2614'MILE TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2614'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2614'STAMPED --4K80 2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DL2614'CONCRETE POST 2.3 M (7.5 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2614'APPROXIMATELY 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS
 DL2614'16.8 M (55.1 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 172, 0.09
 DL2614'MILE WEST OF COUNTY HIGHWAY GE (PINE TREE ROAD), 72.5 M (237.9 FT)
 DL2614'EAST OF AN --INTERSECTION AHEAD-- WOOD SIGN POST, 36.0 M (118.1 FT)
 DL2614'EAST OF AN ORANGE OVER WHITE --WARNING UNDERGROUND CABLE-- POST NEXT
 DL2614'TO TWO METAL RIGHT-OF-WAY POSTS, 26.3 M (86.3 FT) WEST-SOUTHWEST OF A
 DL2614'--SPEED LIMIT 45-- WOOD SIGN POST, 16.3 M (53.5 FT) NORTHWEST OF AN
 DL2614'ORANGE-WHITE --WARNING FIBER OPTIC LINE BURIED BELOW-- POST, 13.6 M
 DL2614'(44.6 FT) NORTHWEST OF A METAL RIGHT-OF-WAY POST, 12.9 M (42.3 FT)
 DL2614'NORTHWEST OF THE TOP CENTER OF TELEPHONE PEDESTAL --D3A2-- ADJACENT TO
 DL2614'AN ORANGE --WARNING UNDERGROUND FIBER OPTIC CABLE-- SIGN, 11.1 M (36.4
 DL2614'FT) EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 7 M (23.0 FT) NORTH OF
 DL2614'A CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT)
 DL2614'NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2614'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2614'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE
 DL2614'SOUTHEAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DL2614
 DL2614                          STATION RECOVERY (2015)
 DL2614
 DL2614'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2614'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2613 ***********************************************************************
 DL2613  DESIGNATION -  4K81
 DL2613  PID         -  DL2613
 DL2613  STATE/COUNTY-  WI/BROWN
 DL2613  COUNTRY     -  US
 DL2613  USGS QUAD   -  DE PERE (2018)
 DL2613
 DL2613                         *CURRENT SURVEY CONTROL
 DL2613  ______________________________________________________________________
 DL2613* NAD 83(2011) POSITION- 44 29 39.08027(N) 088 06 20.26678(W)   ADJUSTED
 DL2613* NAD 83(2011) ELLIP HT-   168.900 (meters)        (04/14/17)   ADJUSTED
 DL2613* NAD 83(2011) EPOCH   -  2010.00
 DL2613* NAVD 88 ORTHO HEIGHT -   205.137 (meters)      673.02  (feet) ADJUSTED
 DL2613  ______________________________________________________________________
 DL2613  GEOID HEIGHT    -        -36.237 (meters)                     GEOID18
 DL2613  NAD 83(2011) X  -    150,649.939 (meters)                     COMP
 DL2613  NAD 83(2011) Y  - -4,554,790.603 (meters)                     COMP
 DL2613  NAD 83(2011) Z  -  4,447,545.968 (meters)                     COMP
 DL2613  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 DL2613  DYNAMIC HEIGHT  -        205.111 (meters)      672.94  (feet) COMP
 DL2613  MODELED GRAVITY -    980,487.0   (mgal)                       NAVD 88
 DL2613
 DL2613  VERT ORDER      -  SECOND    CLASS I
 DL2613
 DL2613  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2613  Standards:
 DL2613         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2613            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2613  -------------------------------------------------------------------
 DL2613  NETWORK    0.36   0.61           0.16   0.13   0.31     -0.00004871
 DL2613  -------------------------------------------------------------------
 DL2613  Click here for local accuracies and other accuracy information.
 DL2613
 DL2613.The horizontal coordinates were established by GPS observations
 DL2613.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2613
 DL2613.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2613.been affixed to the stable North American tectonic plate. See 
 DL2613.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2613
 DL2613.The horizontal coordinates are valid at the epoch date displayed above
 DL2613.which is a decimal equivalence of Year/Month/Day.
 DL2613
 DL2613.The orthometric height was determined by differential leveling and
 DL2613.adjusted by the WI DEPT OF TRANSP
 DL2613.in May 2012.
 DL2613
 DL2613.No vertical observational check was made to the station.
 DL2613
 DL2613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2613.GEOID18 height accuracy estimate available here.
 DL2613
 DL2613.Click photographs - Photos may exist for this station.
 DL2613
 DL2613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2613
 DL2613.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2613
 DL2613.The ellipsoidal height was determined by GPS observations
 DL2613.and is referenced to NAD 83.
 DL2613
 DL2613.The dynamic height is computed by dividing the NAVD 88
 DL2613.geopotential number by the normal gravity value computed on the
 DL2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2613.degrees latitude (g = 980.6199 gals.).
 DL2613
 DL2613.The modeled gravity was interpolated from observed gravity values.
 DL2613
 DL2613. The following values were computed from the NAD 83(2011) position.
 DL2613
 DL2613;                    North         East     Units Scale Factor Converg.
 DL2613;SPC WI C     -    75,190.290   750,654.136   MT  0.99996280   +1 20 11.8
 DL2613;SPC WI C     -   246,686.81  2,462,771.11   sFT  0.99996280   +1 20 11.8
 DL2613;UTM  16      - 4,927,358.146   412,096.094   MT  0.99969502   -0 46 29.7
 DL2613
 DL2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2613!SPC WI C     -   0.99997352  x   0.99996280  =   0.99993632
 DL2613!UTM  16      -   0.99997352  x   0.99969502  =   0.99966855
 DL2613
 DL2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1209627358(NAD 83)
 DL2613
 DL2613                          SUPERSEDED SURVEY CONTROL
 DL2613
 DL2613  NAD 83(2007)-  44 29 39.08047(N)    088 06 20.26757(W) AD(2002.00) 1
 DL2613  ELLIP H (04/03/12)  168.939  (m)                       GP(2002.00) 4 1
 DL2613
 DL2613.Superseded values are not recommended for survey control.
 DL2613
 DL2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2613.See file dsdata.pdf to determine how the superseded data were derived.
 DL2613
 DL2613_MARKER: DD = SURVEY DISK
 DL2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2613_STAMPING: 4K81 2007
 DL2613_MARK LOGO: WIDT
 DL2613_PROJECTION: FLUSH
 DL2613_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2613+STABILITY: SURFACE MOTION
 DL2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2613+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2024
 DL2613
 DL2613  HISTORY     - Date     Condition        Report By
 DL2613  HISTORY     - 2008     MONUMENTED       WIDT
 DL2613  HISTORY     - 20081104 GOOD             WIDT
 DL2613  HISTORY     - 20150420 GOOD             WIDT
 DL2613  HISTORY     - 20241016 GOOD             COLEM
 DL2613
 DL2613                          STATION DESCRIPTION
 DL2613
 DL2613'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2613'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DL2613'HIGHWAY 172 IN THE VILLAGE OF ASHWAUBEON, GO WEST ON STATE HIGHWAY 172
 DL2613'FOR 1.4 MI (2.3 KM) TO COUNTY HIGHWAY EB (PACKERLAND DRIVE), TURN LEFT
 DL2613'AND GO SOUTH ON COUNTY HIGHWAY EB (PACKERLAND DRIVE) FOR 0.05 MILE AND
 DL2613'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2613'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2613'STAMPED --4K81 2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DL2613'CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2613'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 46.1 M
 DL2613'(151.2 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY EB (PACKERLAND
 DL2613'DRIVE), APPROXIMATELY 105 M (344.5 FT) SOUTH OF THE CENTERLINE OF
 DL2613'STATE HIGHWAY 172, 50.5 M (165.7 FT) SOUTHWEST OF AN ELECTRICAL BOX,
 DL2613'35.5 M (116.5 FT) WEST OF THE CENTERLINE OF A BICYCLE PATH, 35.5 M
 DL2613'(116.5 FT) WEST-NORTHWEST OF A WOOD POST WITH --0.5 MI.-- PLAQUES
 DL2613'ATTACHED, AND 0.6 M (2.0 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DL2613'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2613'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2613
 DL2613                          STATION RECOVERY (2015)
 DL2613
 DL2613'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2613'RECOVERED AS DESCRIBED.
 DL2613
 DL2613                          STATION RECOVERY (2024)
 DL2613
 DL2613'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DL2613'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2612 ***********************************************************************
 DL2612  DESIGNATION -  4K82
 DL2612  PID         -  DL2612
 DL2612  STATE/COUNTY-  WI/BROWN
 DL2612  COUNTRY     -  US
 DL2612  USGS QUAD   -  DE PERE (2018)
 DL2612
 DL2612                         *CURRENT SURVEY CONTROL
 DL2612  ______________________________________________________________________
 DL2612* NAD 83(1986) POSITION- 44 28 34.76   (N) 088 06 33.09   (W)   HD_HELD1
 DL2612* NAVD 88 ORTHO HEIGHT -   194.703 (meters)      638.79  (feet) ADJUSTED
 DL2612  ______________________________________________________________________
 DL2612  GEOID HEIGHT    -        -36.234 (meters)                     GEOID18
 DL2612  DYNAMIC HEIGHT  -        194.678 (meters)      638.71  (feet) COMP
 DL2612  MODELED GRAVITY -    980,484.8   (mgal)                       NAVD 88
 DL2612
 DL2612  VERT ORDER      -  SECOND    CLASS I
 DL2612
 DL2612.The horizontal coordinates were determined by differentially corrected
 DL2612.hand held GPS observations or other comparable positioning techniques
 DL2612.and have an estimated accuracy of +/- 3 meters.
 DL2612
 DL2612.The orthometric height was determined by differential leveling and
 DL2612.adjusted by the WI DEPT OF TRANSP
 DL2612.in May 2012.
 DL2612
 DL2612.No vertical observational check was made to the station.
 DL2612
 DL2612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2612.GEOID18 height accuracy estimate available here.
 DL2612
 DL2612.Click photographs - Photos may exist for this station.
 DL2612
 DL2612.The dynamic height is computed by dividing the NAVD 88
 DL2612.geopotential number by the normal gravity value computed on the
 DL2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2612.degrees latitude (g = 980.6199 gals.).
 DL2612
 DL2612.The modeled gravity was interpolated from observed gravity values.
 DL2612
 DL2612;                    North         East    Units  Estimated Accuracy
 DL2612;SPC WI C     -    73,198.9     750,417.1     MT  (+/- 3 meters HH1 GPS) 
 DL2612
 DL2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1178525377(NAD 83)
 DL2612
 DL2612                          SUPERSEDED SURVEY CONTROL
 DL2612
 DL2612.No superseded survey control is available for this station.
 DL2612
 DL2612_MARKER: DD = SURVEY DISK
 DL2612_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2612_SP_SET: CULVERT HEADWALL
 DL2612_STAMPING: 4K82 2007
 DL2612_MARK LOGO: WI-009
 DL2612_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2612+STABILITY: SURFACE MOTION
 DL2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2612+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2008
 DL2612
 DL2612  HISTORY     - Date     Condition        Report By
 DL2612  HISTORY     - 2008     MONUMENTED       WI-009
 DL2612  HISTORY     - 20080812 GOOD             WIDT
 DL2612
 DL2612                          STATION DESCRIPTION
 DL2612
 DL2612'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2612'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DL2612'HIGHWAY G (MAIN AVENUE), EXIT 163, IN THE CITY OF DE PERE, GO
 DL2612'NORTHWEST ON COUNTY HIGHWAY G (WEST MAIN AVENUE) FOR 0.9 MILE TO
 DL2612'COUNTY HIGHWAY G TURNING LEFT (FERNANDO DRIVE), CONTINUE NORTHWEST ON
 DL2612'WEST MAIN AVENUE FOR 0.7 MILE TO COUNTY HIGHWAY EB (PACKERLAND DRIVE),
 DL2612'TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY EB (PACKERLAND DRIVE) FOR
 DL2612'0.9 MILE TO COUNTY HIGHWAY AAA RIGHT AND ADAM DRIVE LEFT, CONTINUE
 DL2612'NORTH ON COUNTY HIGHWAY EB (PACKERLAND DRIVE) FOR 0.15 MILE TO BOX
 DL2612'CULVERT --B-05-338-99-- AND THE STATION ON THE RIGHT.  THE STATION IS
 DL2612'AN ALUMINUM BROWN COUNTY SURVEY MONUMENT DISK STAMPED --4K82 2007--
 DL2612'SET IN A DRILL HOLE IN THE TOP OF THE SOUTH END OF THE EAST CULVERT
 DL2612'HEADWALL APPROXIMATELY 6 M (19.7 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DL2612'STATION IS 22.0 M (72.2 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DL2612'EB (PACKERLAND DRIVE), 38.5 M (126.3 FT) NORTHEAST OF THE NORTH OF TWO
 DL2612'ORANGE OVER WHITE --WARNING UNDERGROUND CABLE-- POSTS, 15.6 M (51.2
 DL2612'FT) EAST OF A METAL HANDRAIL THAT IS NEAR THE HIGHWAY, 40 CM (16
 DL2612'INCHES) NORTH OF THE SOUTH END AND 20 CM (8 INCHES) WEST OF THE EAST
 DL2612'EDGE OF THE HEADWALL, AND 0.5 M (1.6 FT) WEST-NORTHWEST OF A WHITE
 DL2612'PLASTIC WITNESS POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION
 DL2612'ARE TREES IN THE EAST QUADRANTS EXTENDING TO 50 DEGREES, A TREE TO THE
 DL2612'SOUTH AND A TREE TO THE WEST EXTENDING TO 30 DEGREES ABOVE THE
 DL2612'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2646 ***********************************************************************
 DL2646  DESIGNATION -  4K83
 DL2646  PID         -  DL2646
 DL2646  STATE/COUNTY-  WI/BROWN
 DL2646  COUNTRY     -  US
 DL2646  USGS QUAD   -  DE PERE (2018)
 DL2646
 DL2646                         *CURRENT SURVEY CONTROL
 DL2646  ______________________________________________________________________
 DL2646* NAD 83(1986) POSITION- 44 28 19.40   (N) 088 05 41.38   (W)   HD_HELD1
 DL2646* NAVD 88 ORTHO HEIGHT -   186.983 (meters)      613.46  (feet) ADJUSTED
 DL2646  ______________________________________________________________________
 DL2646  GEOID HEIGHT    -        -36.234 (meters)                     GEOID18
 DL2646  DYNAMIC HEIGHT  -        186.959 (meters)      613.38  (feet) COMP
 DL2646  MODELED GRAVITY -    980,484.9   (mgal)                       NAVD 88
 DL2646
 DL2646  VERT ORDER      -  SECOND    CLASS I
 DL2646
 DL2646.The horizontal coordinates were determined by differentially corrected
 DL2646.hand held GPS observations or other comparable positioning techniques
 DL2646.and have an estimated accuracy of +/- 3 meters.
 DL2646
 DL2646.The orthometric height was determined by differential leveling and
 DL2646.adjusted by the WI DEPT OF TRANSP
 DL2646.in May 2012.
 DL2646
 DL2646.No vertical observational check was made to the station.
 DL2646
 DL2646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2646.GEOID18 height accuracy estimate available here.
 DL2646
 DL2646.Click photographs - Photos may exist for this station.
 DL2646
 DL2646.The dynamic height is computed by dividing the NAVD 88
 DL2646.geopotential number by the normal gravity value computed on the
 DL2646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2646.degrees latitude (g = 980.6199 gals.).
 DL2646
 DL2646.The modeled gravity was interpolated from observed gravity values.
 DL2646
 DL2646;                    North         East    Units  Estimated Accuracy
 DL2646;SPC WI C     -    72,751.7     751,570.7     MT  (+/- 3 meters HH1 GPS) 
 DL2646
 DL2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1292124888(NAD 83)
 DL2646
 DL2646                          SUPERSEDED SURVEY CONTROL
 DL2646
 DL2646.No superseded survey control is available for this station.
 DL2646
 DL2646_MARKER: DD = SURVEY DISK
 DL2646_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2646_SP_SET: CULVERT HEADWALL
 DL2646_STAMPING: 4K83 2007
 DL2646_MARK LOGO: WIDT
 DL2646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2646+STABILITY: SURFACE MOTION
 DL2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2646+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2008
 DL2646
 DL2646  HISTORY     - Date     Condition        Report By
 DL2646  HISTORY     - 2008     MONUMENTED       WIDT
 DL2646  HISTORY     - 20080812 GOOD             WIDT
 DL2646
 DL2646                          STATION DESCRIPTION
 DL2646
 DL2646'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2646'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DL2646'HIGHWAY 172 (EXIT 165) IN THE VILLAGE OF ASHWAUBENON, GO SOUTH ON US
 DL2646'HIGHWAY 41 FOR 1.0 MILE TO SOUTH ONEIDA STREET NORTH AND WAUBE LANE
 DL2646'WEST (EXIT 164), EXIT RIGHT AND GO WEST ON WAUBE LANE FOR 0.5 MILE TO
 DL2646'RIDGE ROAD, CONTINUE WEST ON WAUBE LANE FOR 0.31 MILE TO A CULVERT AND
 DL2646'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2646'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2646'STAMPED --4K83 2007-- SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 DL2646'END OF THE NORTHEAST CULVERT HEADWALL APPROXIMATELY LEVEL WITH THE
 DL2646'HIGHWAY PAVEMENT.  THE STATION IS 9.9 M (32.5 FT) NORTHEAST OF THE
 DL2646'CENTERLINE OF WAUBE LANE, 6.2 M (20.3 FT) NORTHWEST OF A --SPEED LIMIT
 DL2646'35-- WOOD SIGN POST, 23 CM (9 INCHES) NORTHWEST OF THE SOUTHEAST END
 DL2646'AND 16 CM (6 INCHES) SOUTHWEST OF THE NORTHEAST EDGE OF THE HEADWALL,
 DL2646'AND 1.2 M (3.9 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL2646'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE
 DL2646'NORTHEAST EXTENDING TO 45 DEGREES AND TREES TO THE SOUTHWEST EXTENDING
 DL2646'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2641 ***********************************************************************
 DL2641  DESIGNATION -  4K85
 DL2641  PID         -  DL2641
 DL2641  STATE/COUNTY-  WI/BROWN
 DL2641  COUNTRY     -  US
 DL2641  USGS QUAD   -  DE PERE (2018)
 DL2641
 DL2641                         *CURRENT SURVEY CONTROL
 DL2641  ______________________________________________________________________
 DL2641* NAD 83(1986) POSITION- 44 24 57.46   (N) 088 04 47.05   (W)   HD_HELD1
 DL2641* NAVD 88 ORTHO HEIGHT -   192.621 (meters)      631.96  (feet) ADJUSTED
 DL2641  ______________________________________________________________________
 DL2641  GEOID HEIGHT    -        -36.215 (meters)                     GEOID18
 DL2641  DYNAMIC HEIGHT  -        192.594 (meters)      631.87  (feet) COMP
 DL2641  MODELED GRAVITY -    980,477.8   (mgal)                       NAVD 88
 DL2641
 DL2641  VERT ORDER      -  SECOND    CLASS I
 DL2641
 DL2641.The horizontal coordinates were determined by differentially corrected
 DL2641.hand held GPS observations or other comparable positioning techniques
 DL2641.and have an estimated accuracy of +/- 3 meters.
 DL2641
 DL2641.The orthometric height was determined by differential leveling and
 DL2641.adjusted by the WI DEPT OF TRANSP
 DL2641.in May 2012.
 DL2641
 DL2641.No vertical observational check was made to the station.
 DL2641
 DL2641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2641.GEOID18 height accuracy estimate available here.
 DL2641
 DL2641.Click photographs - Photos may exist for this station.
 DL2641
 DL2641.The dynamic height is computed by dividing the NAVD 88
 DL2641.geopotential number by the normal gravity value computed on the
 DL2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2641.degrees latitude (g = 980.6199 gals.).
 DL2641
 DL2641.The modeled gravity was interpolated from observed gravity values.
 DL2641
 DL2641;                    North         East    Units  Estimated Accuracy
 DL2641;SPC WI C     -    66,548.6     752,918.5     MT  (+/- 3 meters HH1 GPS) 
 DL2641
 DL2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1404018641(NAD 83)
 DL2641
 DL2641                          SUPERSEDED SURVEY CONTROL
 DL2641
 DL2641.No superseded survey control is available for this station.
 DL2641
 DL2641_MARKER: DD = SURVEY DISK
 DL2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2641_STAMPING: 4K85 2007
 DL2641_MARK LOGO: WIDT
 DL2641_PROJECTION: RECESSED 5 CENTIMETERS
 DL2641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2641+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 DL2641
 DL2641  HISTORY     - Date     Condition        Report By
 DL2641  HISTORY     - 2008     MONUMENTED       WIDT
 DL2641  HISTORY     - 20080819 GOOD             WIDT
 DL2641  HISTORY     - 20221011 GOOD             USPSQD
 DL2641
 DL2641                          STATION DESCRIPTION
 DL2641
 DL2641'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2641'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 57
 DL2641'(GREENLEAF ROAD) WITH COUNTY HIGHWAY X EAST (HERITAGE ROAD) AND FOX
 DL2641'RIVER DRIVE WEST IN THE CITY OF DE PERE, GO SOUTH ON STATE HIGHWAYS 32
 DL2641'AND 57 (GREENLEAF ROAD) FOR 1.0 MI (1.6 KM) TO ROCKLAND ROAD, TURN
 DL2641'RIGHT AND GO WEST ON ROCKLAND ROAD FOR 55 M (180.4 FT) TO THE STATION
 DL2641'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2641'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --4K85
 DL2641'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4
 DL2641'M (8.0 FT) DEEP, RECESSED 5 CM (2 INCHES) BELOW THE GROUND, AND LEVEL
 DL2641'WITH THE ROAD SURFACE.  THE STATION IS 10.2 M (33.5 FT) NORTH OF THE
 DL2641'CENTERLINE OF ROCKLAND ROAD, 54.5 M (178.8 FT) WEST OF THE CENTERLINE
 DL2641'OF STATE HIGHWAYS 32 AND 57 (GREENLEAF ROAD), 9.9 M (32.5 FT)
 DL2641'SOUTHEAST OF THE TOP CENTER OF ELECTRICAL BOX --123-BB69--, 8.2 M
 DL2641'(26.9 FT) NORTHEAST OF A BROWN COUNTY WITNESS MONUMENT, AND 1.0 M (3.3
 DL2641'FT) NORTH, 1.0 M (3.3 FT) SOUTHEAST, AND 1.0 M (3.3 FT) SOUTHWEST OF
 DL2641'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DL2641'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2641'HORIZON.
 DL2641
 DL2641                          STATION RECOVERY (2022)
 DL2641
 DL2641'RECOVERY NOTE BY US POWER SQUADRON 2022 (OJB)
 DL2641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2640 ***********************************************************************
 DL2640  DESIGNATION -  4K86
 DL2640  PID         -  DL2640
 DL2640  STATE/COUNTY-  WI/BROWN
 DL2640  COUNTRY     -  US
 DL2640  USGS QUAD   -  DE PERE (2018)
 DL2640
 DL2640                         *CURRENT SURVEY CONTROL
 DL2640  ______________________________________________________________________
 DL2640* NAD 83(1986) POSITION- 44 25 58.12   (N) 088 03 43.89   (W)   HD_HELD1
 DL2640* NAVD 88 ORTHO HEIGHT -   200.902 (meters)      659.13  (feet) ADJUSTED
 DL2640  ______________________________________________________________________
 DL2640  GEOID HEIGHT    -        -36.217 (meters)                     GEOID18
 DL2640  DYNAMIC HEIGHT  -        200.875 (meters)      659.04  (feet) COMP
 DL2640  MODELED GRAVITY -    980,479.9   (mgal)                       NAVD 88
 DL2640
 DL2640  VERT ORDER      -  SECOND    CLASS I
 DL2640
 DL2640.The horizontal coordinates were determined by differentially corrected
 DL2640.hand held GPS observations or other comparable positioning techniques
 DL2640.and have an estimated accuracy of +/- 3 meters.
 DL2640
 DL2640.The orthometric height was determined by differential leveling and
 DL2640.adjusted by the WI DEPT OF TRANSP
 DL2640.in May 2012.
 DL2640
 DL2640.No vertical observational check was made to the station.
 DL2640
 DL2640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2640.GEOID18 height accuracy estimate available here.
 DL2640
 DL2640.Click photographs - Photos may exist for this station.
 DL2640
 DL2640.The dynamic height is computed by dividing the NAVD 88
 DL2640.geopotential number by the normal gravity value computed on the
 DL2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2640.degrees latitude (g = 980.6199 gals.).
 DL2640
 DL2640.The modeled gravity was interpolated from observed gravity values.
 DL2640
 DL2640;                    North         East    Units  Estimated Accuracy
 DL2640;SPC WI C     -    68,453.6     754,270.7     MT  (+/- 3 meters HH1 GPS) 
 DL2640
 DL2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1546120494(NAD 83)
 DL2640
 DL2640                          SUPERSEDED SURVEY CONTROL
 DL2640
 DL2640.No superseded survey control is available for this station.
 DL2640
 DL2640_MARKER: DD = SURVEY DISK
 DL2640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL2640_SP_SET: BRIDGE PARAPET
 DL2640_STAMPING: 4K86 2007
 DL2640_MARK LOGO: WIDT
 DL2640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2640+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 DL2640
 DL2640  HISTORY     - Date     Condition        Report By
 DL2640  HISTORY     - 2007     MONUMENTED       WIDT
 DL2640  HISTORY     - 20080820 GOOD             WIDT
 DL2640  HISTORY     - 20221011 GOOD             USPSQD
 DL2640
 DL2640                          STATION DESCRIPTION
 DL2640
 DL2640'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2640'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 57
 DL2640'(GREENLEAF ROAD) WITH COUNTY HIGHWAY X (HERITAGE ROAD) IN THE CITY OF
 DL2640'DE PERE, GO NORTHEAST ON STATE HIGHWAYS 32 AND 57 AND COUNTY HIGHWAY X
 DL2640'(GREENLEAF ROAD) FOR 0.43 MILE TO A BRIDGE OVER A RECREATIONAL TRAIL
 DL2640'AND THE STATION ON THE RIGHT.
 DL2640'
 DL2640'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2640'GEODETIC SURVEY CONTROL STATION DISK STAMPED --4K86 2007-- SET IN A
 DL2640'DRILL HOLE IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST BRIDGE
 DL2640'PARAPET APPROXIMATELY 0.8 M (2.6 FT) ABOVE THE HIGHWAY PAVEMENT.
 DL2640'
 DL2640'THE STATION IS 5.6 M (18.4 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DL2640'HIGHWAYS 32 AND 57 AND COUNTY HIGHWAY X (GREENLEAF ROAD), 0.3 MILE
 DL2640'SOUTHWEST OF THE JUNCTION OF SOUTHBOUND STATE HIGHWAYS 32 AND 57 AND
 DL2640'COUNTY HIGHWAY X WITH COUNTY HIGHWAY PP SOUTH, 2.5 M (8.2 FT)
 DL2640'NORTHEAST OF A BRIDGE EXPANSION JOINT, 0.9 M (3.0 FT) SOUTHWEST OF THE
 DL2640'NORTHEAST END OF THE PARAPET, AND 0.6 M (2.0 FT) NORTHWEST OF A WHITE
 DL2640'PLASTIC WITNESS POST.
 DL2640'
 DL2640'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2640'15 DEGREES ABOVE THE HORIZON.
 DL2640
 DL2640                          STATION RECOVERY (2022)
 DL2640
 DL2640'RECOVERY NOTE BY US POWER SQUADRON 2022 (OJB)
 DL2640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2637 ***********************************************************************
 DL2637  DESIGNATION -  4K87
 DL2637  PID         -  DL2637
 DL2637  STATE/COUNTY-  WI/BROWN
 DL2637  COUNTRY     -  US
 DL2637  USGS QUAD   -  DE PERE (2018)
 DL2637
 DL2637                         *CURRENT SURVEY CONTROL
 DL2637  ______________________________________________________________________
 DL2637* NAD 83(1986) POSITION- 44 26 50.15   (N) 088 04 03.14   (W)   HD_HELD1
 DL2637* NAVD 88 ORTHO HEIGHT -   183.178 (meters)      600.98  (feet) ADJUSTED
 DL2637  ______________________________________________________________________
 DL2637  GEOID HEIGHT    -        -36.224 (meters)                     GEOID18
 DL2637  DYNAMIC HEIGHT  -        183.153 (meters)      600.89  (feet) COMP
 DL2637  MODELED GRAVITY -    980,482.1   (mgal)                       NAVD 88
 DL2637
 DL2637  VERT ORDER      -  SECOND    CLASS I
 DL2637
 DL2637.The horizontal coordinates were determined by differentially corrected
 DL2637.hand held GPS observations or other comparable positioning techniques
 DL2637.and have an estimated accuracy of +/- 3 meters.
 DL2637
 DL2637.The orthometric height was determined by differential leveling and
 DL2637.adjusted by the WI DEPT OF TRANSP
 DL2637.in May 2012.
 DL2637
 DL2637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2637.GEOID18 height accuracy estimate available here.
 DL2637
 DL2637.Click photographs - Photos may exist for this station.
 DL2637
 DL2637.The dynamic height is computed by dividing the NAVD 88
 DL2637.geopotential number by the normal gravity value computed on the
 DL2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2637.degrees latitude (g = 980.6199 gals.).
 DL2637
 DL2637.The modeled gravity was interpolated from observed gravity values.
 DL2637
 DL2637;                    North         East    Units  Estimated Accuracy
 DL2637;SPC WI C     -    70,048.9     753,806.9     MT  (+/- 3 meters HH1 GPS) 
 DL2637
 DL2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1505622105(NAD 83)
 DL2637
 DL2637                          SUPERSEDED SURVEY CONTROL
 DL2637
 DL2637.No superseded survey control is available for this station.
 DL2637
 DL2637_MARKER: DD = SURVEY DISK
 DL2637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL2637_SP_SET: BRIDGE PARAPET
 DL2637_STAMPING: 4K87 2007
 DL2637_MARK LOGO: WIDT
 DL2637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2637+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2018
 DL2637
 DL2637  HISTORY     - Date     Condition        Report By
 DL2637  HISTORY     - 2007     MONUMENTED       WIDT
 DL2637  HISTORY     - 20080813 GOOD             WIDT
 DL2637  HISTORY     - 20181007 GOOD             USPSQD
 DL2637
 DL2637                          STATION DESCRIPTION
 DL2637
 DL2637'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2637'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DL2637'HIGHWAY G (MAIN AVENUE), EXIT 163, IN THE CITY OF DE PERE, GO
 DL2637'SOUTHEAST ON COUNTY HIGHWAY G (MAIN AVENUE) FOR 0.5 MILE TO STATE
 DL2637'HIGHWAY 32 LEFT AND AHEAD, CONTINUE SOUTHEAST THEN EAST ON STATE
 DL2637'HIGHWAY 32 AND COUNTY HIGHWAY G (MAIN AVENUE) FOR 0.7 MILE TO THE WEST
 DL2637'END OF THE CLAUDE ALLOUEZ BRIDGE --B-5-339-- AND THE STATION ON THE
 DL2637'RIGHT.  THE STATION IS AN ALUMINUM WIS. DEPT. OF TRANSPORTATION
 DL2637'VERTICAL CONTROL DISK STAMPED --4K87 2007-- SET IN A DRILL HOLE IN THE
 DL2637'TOP OF THE WEST END OF THE SOUTH BRIDGE PARAPET AND APPROXIMATELY 0.4
 DL2637'M (1.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 8.6 M (28.2 FT)
 DL2637'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 32 AND COUNTY HIGHWAY G (MAIN
 DL2637'AVENUE), 65.5 M (214.9 FT) EAST OF THE CENTERLINE OF THIRD STREET,
 DL2637'20.0 M (65.6 FT) EAST OF THE EAST SIDE OF A CONCRETE TOWER AT THE WEST
 DL2637'END OF THE BRIDGE WITH THREE LIGHTS ATTACHED, 5.1 M (16.7 FT) EAST OF
 DL2637'THE NORTHEAST CORNER OF THE FOUNDATION OF AN ELECTRIC BOX, 3.1 M (10.2
 DL2637'FT) SOUTH OF THE WEST END OF A TUBULAR METAL RAIL BETWEEN THE HIGHWAY
 DL2637'AND A SIDEWALK, 0.6 M (2.0 FT) WEST OF A BRIDGE EXPANSION JOINT, AND
 DL2637'0.2 M (0.7 FT) ABOVE THE SIDEWALK.  ---NOTE---VISIBLE OBSTRUCTIONS AT
 DL2637'THIS STATION IS A TREE TO THE SOUTHEAST EXTENDING TO 40 DEGREES AND A
 DL2637'CONCRETE BRIDGE TOWER TO THE WEST EXTENDING TO 40 DEGREES ABOVE THE
 DL2637'HORIZON.
 DL2637
 DL2637                          STATION RECOVERY (2018)
 DL2637
 DL2637'RECOVERY NOTE BY US POWER SQUADRON 2018 (GAM)
 DL2637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2645 ***********************************************************************
 DL2645  DESIGNATION -  4K89
 DL2645  PID         -  DL2645
 DL2645  STATE/COUNTY-  WI/BROWN
 DL2645  COUNTRY     -  US
 DL2645  USGS QUAD   -  DE PERE (2018)
 DL2645
 DL2645                         *CURRENT SURVEY CONTROL
 DL2645  ______________________________________________________________________
 DL2645* NAD 83(1986) POSITION- 44 28 57.20   (N) 088 03 01.14   (W)   HD_HELD1
 DL2645* NAVD 88 ORTHO HEIGHT -   179.834 (meters)      590.01  (feet) ADJUSTED
 DL2645  ______________________________________________________________________
 DL2645  GEOID HEIGHT    -        -36.234 (meters)                     GEOID18
 DL2645  DYNAMIC HEIGHT  -        179.811 (meters)      589.93  (feet) COMP
 DL2645  MODELED GRAVITY -    980,487.6   (mgal)                       NAVD 88
 DL2645
 DL2645  VERT ORDER      -  SECOND    CLASS I
 DL2645
 DL2645.The horizontal coordinates were determined by differentially corrected
 DL2645.hand held GPS observations or other comparable positioning techniques
 DL2645.and have an estimated accuracy of +/- 3 meters.
 DL2645
 DL2645.The orthometric height was determined by differential leveling and
 DL2645.adjusted by the WI DEPT OF TRANSP
 DL2645.in May 2012.
 DL2645
 DL2645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2645.GEOID18 height accuracy estimate available here.
 DL2645
 DL2645.Click photographs - Photos may exist for this station.
 DL2645
 DL2645.The dynamic height is computed by dividing the NAVD 88
 DL2645.geopotential number by the normal gravity value computed on the
 DL2645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2645.degrees latitude (g = 980.6199 gals.).
 DL2645
 DL2645.The modeled gravity was interpolated from observed gravity values.
 DL2645
 DL2645;                    North         East    Units  Estimated Accuracy
 DL2645;SPC WI C     -    74,002.1     755,083.2     MT  (+/- 3 meters HH1 GPS) 
 DL2645
 DL2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1647726007(NAD 83)
 DL2645
 DL2645                          SUPERSEDED SURVEY CONTROL
 DL2645
 DL2645.No superseded survey control is available for this station.
 DL2645
 DL2645_MARKER: DD = SURVEY DISK
 DL2645_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL2645_SP_SET: BRIDGE ABUTMENT
 DL2645_STAMPING: 4K89 2007
 DL2645_MARK LOGO: WI-009
 DL2645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2645+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2008
 DL2645
 DL2645  HISTORY     - Date     Condition        Report By
 DL2645  HISTORY     - 2007     MONUMENTED       WI-009
 DL2645  HISTORY     - 20080806 GOOD             WIDT
 DL2645
 DL2645                          STATION DESCRIPTION
 DL2645
 DL2645'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2645'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 (ASHLAND
 DL2645'AVENUE) WITH STATE HIGHWAY 54 (MASON STREET) IN THE CITY OF GREEN BAY,
 DL2645'GO SOUTH ON STATE HIGHWAY 32 (ASHLAND AVENUE) FOR 2.1 MI (3.4 KM) TO
 DL2645'COUNTY HIGHWAY H (CORMIER ROAD), TURN LEFT AND GO EAST ON COUNTY
 DL2645'HIGHWAY H (CORMIER ROAD) FOR 0.2 MILE TO COUNTY HIGHWAY H RIGHT (SOUTH
 DL2645'BROADWAY STREET), TURN RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY H
 DL2645'(SOUTH BROADWAY STREET) FOR 0.10 MILE TO A BRIDGE AND A RAILROAD
 DL2645'BRIDGE OVER DUTCHMAN CREEK AND THE STATION ON THE LEFT.  THE STATION
 DL2645'IS AN ALUMINUM BROWN COUNTY SURVEY MONUMENT DISK STAMPED --4K89 2007--
 DL2645'SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE SOUTH RAILROAD
 DL2645'BRIDGE ABUTMENT APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DL2645'STATION IS 17.0 M (55.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DL2645'NORTHBOUND LANES OF SOUTH BROADWAY STREET, 0.45 MILE NORTH OF STATE
 DL2645'HIGHWAY 172, 2.2 M (7.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 DL2645'RAILROAD TRACK, 1.0 M (3.3 FT) EAST OF THE NORTH END POST OF A CHAIN
 DL2645'LINK FENCE, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DL2645'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE EAST
 DL2645'AND SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7571 ***********************************************************************
 DE7571  DESIGNATION -  4K91
 DE7571  PID         -  DE7571
 DE7571  STATE/COUNTY-  WI/WINNEBAGO
 DE7571  COUNTRY     -  US
 DE7571  USGS QUAD   -  NEENAH (2018)
 DE7571
 DE7571                         *CURRENT SURVEY CONTROL
 DE7571  ______________________________________________________________________
 DE7571* NAD 83(1986) POSITION- 44 14 37.7    (N) 088 29 06.4    (W)   HD_HELD2
 DE7571* NAVD 88 ORTHO HEIGHT -   238.276 (meters)      781.74  (feet) ADJUSTED
 DE7571  ______________________________________________________________________
 DE7571  GEOID HEIGHT    -        -36.361 (meters)                     GEOID18
 DE7571  DYNAMIC HEIGHT  -        238.235 (meters)      781.61  (feet) COMP
 DE7571  MODELED GRAVITY -    980,443.3   (mgal)                       NAVD 88
 DE7571
 DE7571  VERT ORDER      -  SECOND    CLASS I
 DE7571
 DE7571.The horizontal coordinates were established by autonomous hand held GPS
 DE7571.observations and have an estimated accuracy of +/- 10 meters.
 DE7571
 DE7571.The orthometric height was determined by differential leveling and
 DE7571.adjusted by the WI DEPT OF TRANSP
 DE7571.in May 2012.
 DE7571
 DE7571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7571.GEOID18 height accuracy estimate available here.
 DE7571
 DE7571.Click photographs - Photos may exist for this station.
 DE7571
 DE7571.The dynamic height is computed by dividing the NAVD 88
 DE7571.geopotential number by the normal gravity value computed on the
 DE7571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7571.degrees latitude (g = 980.6199 gals.).
 DE7571
 DE7571.The modeled gravity was interpolated from observed gravity values.
 DE7571
 DE7571;                    North         East    Units  Estimated Accuracy
 DE7571;SPC WI S     -   250,377.      721,003.      MT  (+/- 10 meters HH2 GPS)
 DE7571
 DE7571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8142000024(NAD 83)
 DE7571
 DE7571                          SUPERSEDED SURVEY CONTROL
 DE7571
 DE7571  NAVD 88 (04/20/07)  238.243  (m)          781.64   (f) SUPERSEDED  2 1
 DE7571  NAVD 88 (05/16/03)  238.247  (m)          781.65   (f) SUPERSEDED  2 1
 DE7571
 DE7571.Superseded values are not recommended for survey control.
 DE7571
 DE7571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7571.See file dsdata.pdf to determine how the superseded data were derived.
 DE7571
 DE7571_MARKER: DD = SURVEY DISK
 DE7571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7571_STAMPING: 4K91 2001
 DE7571_MARK LOGO: WIDT
 DE7571_PROJECTION: FLUSH
 DE7571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7571+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DE7571
 DE7571  HISTORY     - Date     Condition        Report By
 DE7571  HISTORY     - 2000     MONUMENTED       WIDT
 DE7571  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 DE7571  HISTORY     - 20050711 GOOD             WIDT
 DE7571  HISTORY     - 20060812 GOOD             USPSQD
 DE7571
 DE7571                          STATION DESCRIPTION
 DE7571
 DE7571'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7571'THE STATION IS LOCATED ABOUT 6 KM NORTH-NORTHWEST OF NEENAH AND 5 KM
 DE7571'SOUTHWEST OF APPLETON.    OWNERSHIP--TOWN OF MENASHA.  TO REACH THE
 DE7571'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY HIGHWAY BB
 DE7571'(PROSPECT AVENUE) ABOUT 3 KM SOUTH OF THE CITY APPLETON, GO WEST ON
 DE7571'COUNTY HIGHWAY BB (PROSPECT AVENUE) FOR 1.4 KM TO COLD SPRING ROAD
 DE7571'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7571'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7571'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7571'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 19.0 M EAST
 DE7571'OF THE CENTERLINE OF COLD SPRING ROAD, 35.3 M SOUTH OF THE CENTERLINE
 DE7571'OF COUNTY HIGHWAY BB (PROSPECT ROAD), 42.1 M NORTHEAST OF A WOOD POST
 DE7571'FOR A --TOWN OF MENASHA-- SIGN, AND 23.7 M SOUTH-SOUTHWEST OF
 DE7571'TELEPHONE POLE --37--.    ---NOTE---THIS STATION HAS NO VISIBLE
 DE7571'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7571
 DE7571                          STATION RECOVERY (2003)
 DE7571
 DE7571'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7571'NOT FOUND.  THERE IS NO WITNESS POST PRESENT AND THE POSITION IS
 DE7571'HEAVILY COVERED WITH GRASSES.
 DE7571
 DE7571                          STATION RECOVERY (2005)
 DE7571
 DE7571'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7571'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M WEST, 0.9 M
 DE7571'SOUTHEAST, AND 0.9 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7571
 DE7571                          STATION RECOVERY (2006)
 DE7571
 DE7571'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7572 ***********************************************************************
 DE7572  DESIGNATION -  4K92
 DE7572  PID         -  DE7572
 DE7572  STATE/COUNTY-  WI/OUTAGAMIE
 DE7572  COUNTRY     -  US
 DE7572  USGS QUAD   -  APPLETON (2018)
 DE7572
 DE7572                         *CURRENT SURVEY CONTROL
 DE7572  ______________________________________________________________________
 DE7572* NAD 83(1986) POSITION- 44 15 04.67   (N) 088 26 07.38   (W)   HD_HELD1
 DE7572* NAVD 88 ORTHO HEIGHT -   243.653 (meters)      799.38  (feet) ADJUSTED
 DE7572  ______________________________________________________________________
 DE7572  GEOID HEIGHT    -        -36.324 (meters)                     GEOID18
 DE7572  DYNAMIC HEIGHT  -        243.612 (meters)      799.25  (feet) COMP
 DE7572  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 DE7572
 DE7572  VERT ORDER      -  SECOND    CLASS I
 DE7572
 DE7572.The horizontal coordinates were determined by differentially corrected
 DE7572.hand held GPS observations or other comparable positioning techniques
 DE7572.and have an estimated accuracy of +/- 3 meters.
 DE7572
 DE7572.The orthometric height was determined by differential leveling and
 DE7572.adjusted by the WI DEPT OF TRANSP
 DE7572.in May 2012.
 DE7572
 DE7572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7572.GEOID18 height accuracy estimate available here.
 DE7572
 DE7572.Click photographs - Photos may exist for this station.
 DE7572
 DE7572.The dynamic height is computed by dividing the NAVD 88
 DE7572.geopotential number by the normal gravity value computed on the
 DE7572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7572.degrees latitude (g = 980.6199 gals.).
 DE7572
 DE7572.The modeled gravity was interpolated from observed gravity values.
 DE7572
 DE7572;                    North         East    Units  Estimated Accuracy
 DE7572;SPC WI C     -    47,647.3     724,953.3     MT  (+/- 3 meters HH1 GPS) 
 DE7572
 DE7572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8540500786(NAD 83)
 DE7572
 DE7572                          SUPERSEDED SURVEY CONTROL
 DE7572
 DE7572  NAVD 88 (04/20/07)  243.619  (m)          799.27   (f) SUPERSEDED  2 1
 DE7572  NAVD 88 (05/16/03)  243.627  (m)          799.30   (f) SUPERSEDED  2 1
 DE7572
 DE7572.Superseded values are not recommended for survey control.
 DE7572
 DE7572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7572.See file dsdata.pdf to determine how the superseded data were derived.
 DE7572
 DE7572_MARKER: DD = SURVEY DISK
 DE7572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7572_STAMPING: 4K92 2001
 DE7572_MARK LOGO: WIDT
 DE7572_PROJECTION: FLUSH
 DE7572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7572+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 DE7572
 DE7572  HISTORY     - Date     Condition        Report By
 DE7572  HISTORY     - 2000     MONUMENTED       WIDT
 DE7572  HISTORY     - 20030625 GOOD             USPSQD
 DE7572  HISTORY     - 20040725 GOOD             USPSQD
 DE7572
 DE7572                          STATION DESCRIPTION
 DE7572
 DE7572'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7572'THE STATION IS LOCATED ABOUT 6 KM NORTH-NORTHEAST OF MENASHA IN THE
 DE7572'CITY OF APPLETON.  OWNERSHIP--CITY OF APPLETON.  TO REACH THE STATION
 DE7572'FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY HIGHWAY BB (PROSPECT
 DE7572'AVENUE) ABOUT 3 KM SOUTH OF THE CITY APPLETON, GO EAST ON COUNTY
 DE7572'HIGHWAY BB (PROSPECT AVENUE) FOR 2.6 KM TO BARTELL DRIVE ON THE LEFT,
 DE7572'TURN LEFT AND GO NORTH ON BARTELL DRIVE FOR 0.3 KM TO THE STATION ON
 DE7572'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7572'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7572'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7572'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.0 M SOUTH OF THE
 DE7572'CENTERLINE OF PINE STREET, 75 M EAST OF BARTELL DRIVE, 33.4 M
 DE7572'WEST-SOUTHWEST OF A 20-CM DIAMETER MAPLE TREE, 30.0 M SOUTHEAST OF
 DE7572'THE SOUTHEAST CORNER OF PRIVATE RESIDENCE --1838--, 7.4 M
 DE7572'EAST-SOUTHEAST OF UTILITY POLE --72-5384--, 1.3 M NORTH OF A CHAIN
 DE7572'LINK FENCE. ---NOTE---THIS STATION HAS VISIBLE OBSTRUCTIONS EXTENDING
 DE7572'HIGHER THAN 20 DEGREES ABOVE THE HORIZON IN ALL QUADRANTS.
 DE7572
 DE7572                          STATION RECOVERY (2003)
 DE7572
 DE7572'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7572'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SOUTH OF AND ACROSS
 DE7572'PINE STREET FROM RESIDENCE AT 1842.
 DE7572
 DE7572                          STATION RECOVERY (2004)
 DE7572
 DE7572'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DE7572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7573 ***********************************************************************
 DE7573  DESIGNATION -  4K93
 DE7573  PID         -  DE7573
 DE7573  STATE/COUNTY-  WI/OUTAGAMIE
 DE7573  COUNTRY     -  US
 DE7573  USGS QUAD   -  APPLETON (2018)
 DE7573
 DE7573                         *CURRENT SURVEY CONTROL
 DE7573  ______________________________________________________________________
 DE7573* NAD 83(1986) POSITION- 44 15 14.18   (N) 088 24 55.75   (W)   HD_HELD1
 DE7573* NAVD 88 ORTHO HEIGHT -   242.950 (meters)      797.08  (feet) ADJUSTED
 DE7573  ______________________________________________________________________
 DE7573  GEOID HEIGHT    -        -36.310 (meters)                     GEOID18
 DE7573  DYNAMIC HEIGHT  -        242.909 (meters)      796.94  (feet) COMP
 DE7573  MODELED GRAVITY -    980,445.7   (mgal)                       NAVD 88
 DE7573
 DE7573  VERT ORDER      -  SECOND    CLASS I
 DE7573
 DE7573.The horizontal coordinates were determined by differentially corrected
 DE7573.hand held GPS observations or other comparable positioning techniques
 DE7573.and have an estimated accuracy of +/- 3 meters.
 DE7573
 DE7573.The orthometric height was determined by differential leveling and
 DE7573.adjusted by the WI DEPT OF TRANSP
 DE7573.in May 2012.
 DE7573
 DE7573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7573.GEOID18 height accuracy estimate available here.
 DE7573
 DE7573.Click photographs - Photos may exist for this station.
 DE7573
 DE7573.The dynamic height is computed by dividing the NAVD 88
 DE7573.geopotential number by the normal gravity value computed on the
 DE7573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7573.degrees latitude (g = 980.6199 gals.).
 DE7573
 DE7573.The modeled gravity was interpolated from observed gravity values.
 DE7573
 DE7573;                    North         East    Units  Estimated Accuracy
 DE7573;SPC WI C     -    47,971.6     726,536.4     MT  (+/- 3 meters HH1 GPS) 
 DE7573
 DE7573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8699901052(NAD 83)
 DE7573
 DE7573                          SUPERSEDED SURVEY CONTROL
 DE7573
 DE7573  NAVD 88 (04/20/07)  242.916  (m)          796.97   (f) SUPERSEDED  2 1
 DE7573  NAVD 88 (05/16/03)  242.926  (m)          797.00   (f) SUPERSEDED  2 1
 DE7573
 DE7573.Superseded values are not recommended for survey control.
 DE7573
 DE7573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7573.See file dsdata.pdf to determine how the superseded data were derived.
 DE7573
 DE7573_MARKER: DD = SURVEY DISK
 DE7573_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7573_SP_SET: BRIDGE ABUTMENT
 DE7573_STAMPING: 4K93 2001
 DE7573_MARK LOGO: WIDT
 DE7573_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7573+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 DE7573
 DE7573  HISTORY     - Date     Condition        Report By
 DE7573  HISTORY     - 2001     MONUMENTED       WIDT
 DE7573  HISTORY     - 20030625 GOOD             USPSQD
 DE7573  HISTORY     - 20040725 GOOD             USPSQD
 DE7573
 DE7573                          STATION DESCRIPTION
 DE7573
 DE7573'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7573'THE STATION IS LOCATED IN THE CITY OF APPLETON, ABOUT 63 KM NORTHWEST
 DE7573'OF MANITOWOC, 54 KM NORTH-NORTHEAST OF FOND DU LAC AND 43 KM
 DE7573'SOUTHWEST OF GREEN BAY.  OWNERSHIP--WI DEPARTMENT OF TRANSPORTATION.
 DE7573'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WEST AND
 DE7573'STATE HIGHWAY 441 WITH STATE HIGHWAY 47 (MEMORIAL DRIVE) IN THE CITY
 DE7573'OF APPLETON, GO NORTH ON STATE HIGHWAY 47 FOR 2.6 KM TO THE NORTH END
 DE7573'OF THE STATE HIGHWAY 47 BRIDGE OVER THE FOX RIVER AND THE STATION ON
 DE7573'THE LEFT.  THE STATION IS A BRONZE WI DEPARTMENT OF TRANSPORTATION
 DE7573'GEODETIC SURVEY CONTROL STATION DISK STAMPED --4K93 2001-- SET IN THE
 DE7573'WEST SIDE OF THE NORTH BRIDGE ABUTMENT AND IS 0.5 METERS ABOVE THE
 DE7573'HIGHWAY PAVEMENT LEVEL.  THE STATION IS 6.7 METERS WEST OF THE
 DE7573'CENTERLINE OF THE SOUTHBOUND LANES OF STATE HIGHWAY 47, 32.6 METERS
 DE7573'SOUTH OF THE CENTERLINE OF FRONT STREET AND 21.0 METERS NORTH OF THE
 DE7573'NORTH RAIL OF THE RAILROAD TRACKS.  ---NOTE---TWO QUADRANTS ARE
 DE7573'OBSTRUCTED ABOVE 25 DEGREES.
 DE7573
 DE7573                          STATION RECOVERY (2003)
 DE7573
 DE7573'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7573'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET ON TOP OF THE
 DE7573'WESTERN PARAPET UNDER THE HANDRAIL, 11.8 FEET SOUTH OF THE NORTH END
 DE7573'AND 3.6 FEET NORTH OF THE EXPANSION JOINT.
 DE7573
 DE7573                          STATION RECOVERY (2004)
 DE7573
 DE7573'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DE7573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7742 ***********************************************************************
 DE7742  DESIGNATION -  4K94
 DE7742  PID         -  DE7742
 DE7742  STATE/COUNTY-  WI/OUTAGAMIE
 DE7742  COUNTRY     -  US
 DE7742  USGS QUAD   -  KAUKAUNA (2018)
 DE7742
 DE7742                         *CURRENT SURVEY CONTROL
 DE7742  ______________________________________________________________________
 DE7742* NAD 83(1986) POSITION- 44 15 53.0    (N) 088 21 19.6    (W)   HD_HELD2
 DE7742* NAVD 88 ORTHO HEIGHT -   228.101 (meters)      748.36  (feet) ADJUSTED
 DE7742  ______________________________________________________________________
 DE7742  GEOID HEIGHT    -        -36.273 (meters)                     GEOID18
 DE7742  DYNAMIC HEIGHT  -        228.063 (meters)      748.24  (feet) COMP
 DE7742  MODELED GRAVITY -    980,448.9   (mgal)                       NAVD 88
 DE7742
 DE7742  VERT ORDER      -  SECOND    CLASS I
 DE7742
 DE7742.The horizontal coordinates were established by autonomous hand held GPS
 DE7742.observations and have an estimated accuracy of +/- 10 meters.
 DE7742
 DE7742.The orthometric height was determined by differential leveling and
 DE7742.adjusted by the WI DEPT OF TRANSP
 DE7742.in May 2012.
 DE7742
 DE7742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7742.GEOID18 height accuracy estimate available here.
 DE7742
 DE7742.Click photographs - Photos may exist for this station.
 DE7742
 DE7742.The dynamic height is computed by dividing the NAVD 88
 DE7742.geopotential number by the normal gravity value computed on the
 DE7742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7742.degrees latitude (g = 980.6199 gals.).
 DE7742
 DE7742.The modeled gravity was interpolated from observed gravity values.
 DE7742
 DE7742;                    North         East    Units  Estimated Accuracy
 DE7742;SPC WI C     -    49,265.      731,306.      MT  (+/- 10 meters HH2 GPS)
 DE7742
 DE7742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9181202168(NAD 83)
 DE7742
 DE7742                          SUPERSEDED SURVEY CONTROL
 DE7742
 DE7742  NAVD 88 (04/20/07)  228.066  (m)          748.25   (f) SUPERSEDED  2 1
 DE7742  NAVD 88 (05/16/03)  228.085  (m)          748.31   (f) SUPERSEDED  2 1
 DE7742
 DE7742.Superseded values are not recommended for survey control.
 DE7742
 DE7742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7742.See file dsdata.pdf to determine how the superseded data were derived.
 DE7742
 DE7742_MARKER: DD = SURVEY DISK
 DE7742_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7742_SP_SET: RR BRIDGE ABUTMENT
 DE7742_STAMPING: 4K94 2001
 DE7742_MARK LOGO: WIDT
 DE7742_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7742+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 DE7742
 DE7742  HISTORY     - Date     Condition        Report By
 DE7742  HISTORY     - 2001     MONUMENTED       WIDT
 DE7742  HISTORY     - 20030625 GOOD             USPSQD
 DE7742  HISTORY     - 20040725 GOOD             USPSQD
 DE7742  HISTORY     - 20050816 GOOD             WIDT
 DE7742
 DE7742                          STATION DESCRIPTION
 DE7742
 DE7742'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7742'THE STATION IS LOCATED ABOUT 59 KM NORTHWEST OF MANITOWOC, 56 KM
 DE7742'NORTH-NORTHEAST OF FOND DU LAC AND 39 KM SOUTHWEST OF GREEN BAY.
 DE7742'OWNERSHIP--FOX VALLEY AND WESTERN RAILROAD.  TO REACH THE STATION
 DE7742'FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 441 ABOUT 4 KM
 DE7742'NORTHEAST OF THE CITY OF APPLETON, GO SOUTH ON STATE HIGHWAY 441 FOR
 DE7742'3.4 KM TO COUNTY HIGHWAY CE, TURN LEFT AND GO EAST ON COUNTY HIGHWAY
 DE7742'CE FOR 0.6 KM TO EISENHOWER DRIVE, TURN LEFT AND GO NORTH ON
 DE7742'EISENHOWER DRIVE FOR 0.3 KM TO KENNEDY AVENUE, TURN LEFT AND GO WEST
 DE7742'ON KENNEDY AVENUE FOR 0.6 KM TO MARCELLA STREET, TURN RIGHT AND GO
 DE7742'NORTH ON MARCELLA STREET FOR 0.3 KM TO THE RAILROAD TRACKS AND THE
 DE7742'STATION ON THE LEFT.  THE STATION IS A BRONZE WI DEPARTMENT OF
 DE7742'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --4K94
 DE7742'2001-- SET IN THE NORTH SIDE OF THE EAST ABUTMENT OF THE RAILROAD
 DE7742'OVERPASS OVER STATE HIGHWAY 441.  THE STATION IS 41.3 METERS WEST OF
 DE7742'THE CENTERLINE OF MARCELLA STREET, 21.0 METERS EAST OF, AND 7 METERS
 DE7742'ABOVE, THE CENTERLINE OF THE NORTHBOUND LANES OF STATE HIGHWAY 441
 DE7742'AND 3.1 METERS NORTH OF THE NORTHERN RAIL OF THE RAILROAD TRACKS.
 DE7742'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7742'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7742
 DE7742                          STATION RECOVERY (2003)
 DE7742
 DE7742'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7742'RECOVERED IN GOOD CONDITION.
 DE7742
 DE7742                          STATION RECOVERY (2004)
 DE7742
 DE7742'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DE7742'RECOVERED IN GOOD CONDITION.
 DE7742
 DE7742                          STATION RECOVERY (2005)
 DE7742
 DE7742'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7742'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M NORTH OF A
 DE7742'CHAIN-LINK FENCE POST AND 0.3 M WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7766 ***********************************************************************
 DE7766  DESIGNATION -  4K95
 DE7766  PID         -  DE7766
 DE7766  STATE/COUNTY-  WI/BROWN
 DE7766  COUNTRY     -  US
 DE7766  USGS QUAD   -  WRIGHTSTOWN (2018)
 DE7766
 DE7766                         *CURRENT SURVEY CONTROL
 DE7766  ______________________________________________________________________
 DE7766* NAD 83(1986) POSITION- 44 20 33.75   (N) 088 09 03.30   (W)   HD_HELD1
 DE7766* NAVD 88 ORTHO HEIGHT -   194.538 (meters)      638.25  (feet) ADJUSTED
 DE7766  ______________________________________________________________________
 DE7766  GEOID HEIGHT    -        -36.217 (meters)                     GEOID18
 DE7766  DYNAMIC HEIGHT  -        194.509 (meters)      638.15  (feet) COMP
 DE7766  MODELED GRAVITY -    980,467.3   (mgal)                       NAVD 88
 DE7766
 DE7766  VERT ORDER      -  SECOND    CLASS I
 DE7766
 DE7766.The horizontal coordinates were determined by differentially corrected
 DE7766.hand held GPS observations or other comparable positioning techniques
 DE7766.and have an estimated accuracy of +/- 3 meters.
 DE7766
 DE7766.The orthometric height was determined by differential leveling and
 DE7766.adjusted by the WI DEPT OF TRANSP
 DE7766.in May 2012.
 DE7766
 DE7766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7766.GEOID18 height accuracy estimate available here.
 DE7766
 DE7766.Click photographs - Photos may exist for this station.
 DE7766
 DE7766.The dynamic height is computed by dividing the NAVD 88
 DE7766.geopotential number by the normal gravity value computed on the
 DE7766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7766.degrees latitude (g = 980.6199 gals.).
 DE7766
 DE7766.The modeled gravity was interpolated from observed gravity values.
 DE7766
 DE7766;                    North         East    Units  Estimated Accuracy
 DE7766;SPC WI C     -    58,279.5     747,436.5     MT  (+/- 3 meters HH1 GPS) 
 DE7766
 DE7766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0825810581(NAD 83)
 DE7766
 DE7766                          SUPERSEDED SURVEY CONTROL
 DE7766
 DE7766  NAVD 88 (04/20/07)  194.499  (m)          638.12   (f) SUPERSEDED  2 1
 DE7766  NAVD 88 (05/16/03)  194.545  (m)          638.27   (f) SUPERSEDED  2 1
 DE7766
 DE7766.Superseded values are not recommended for survey control.
 DE7766
 DE7766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7766.See file dsdata.pdf to determine how the superseded data were derived.
 DE7766
 DE7766_MARKER: DD = SURVEY DISK
 DE7766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7766_STAMPING: 4K95 2001
 DE7766_MARK LOGO: WIDT
 DE7766_PROJECTION: FLUSH
 DE7766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7766+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 DE7766
 DE7766  HISTORY     - Date     Condition        Report By
 DE7766  HISTORY     - 2000     MONUMENTED       WIDT
 DE7766  HISTORY     - 20030607 GOOD             USPSQD
 DE7766  HISTORY     - 20050809 GOOD             WIDT
 DE7766
 DE7766                          STATION DESCRIPTION
 DE7766
 DE7766'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7766'THE STATION IS LOCATED ABOUT 14 KM SOUTH-SOUTHWEST OF DE PERE AND 3
 DE7766'KM NORTH OF WRIGHTSTOWN.  OWNERSHIP--BROWN COUNTY.  TO REACH THE
 DE7766'STATION FROM THE JUNCTION OF STATE HIGHWAY 96 WITH COUNTY HIGHWAY D
 DE7766'IN THE VILLAGE OF WRIGHTSTOWN, GO NORTH ON COUNTY HIGHWAY D FOR 2.1
 DE7766'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7766'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION SET IN
 DE7766'THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DE7766'ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 12.1 M EAST OF
 DE7766'THE CENTERLINE OF COUNTY HIGHWAY D, 177 M SOUTH OF THE CENTERLINE OF
 DE7766'AMOS AND MARY COURT, 21 M NORTH OF A CONCRETE WITNESS POST, 6 M SOUTH
 DE7766'OF A CONCRETE WITNESS POST, AND 0.9 M WEST OF A WHITE PLASTIC WITNESS
 DE7766'POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7766'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DE7766
 DE7766                          STATION RECOVERY (2003)
 DE7766
 DE7766'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7766'RECOVERED IN GOOD CONDITION.
 DE7766
 DE7766                          STATION RECOVERY (2005)
 DE7766
 DE7766'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7766'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M WEST, 1.0 M
 DE7766'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7765 ***********************************************************************
 DE7765  DESIGNATION -  4K96
 DE7765  PID         -  DE7765
 DE7765  STATE/COUNTY-  WI/BROWN
 DE7765  COUNTRY     -  US
 DE7765  USGS QUAD   -  WRIGHTSTOWN (2018)
 DE7765
 DE7765                         *CURRENT SURVEY CONTROL
 DE7765  ______________________________________________________________________
 DE7765* NAD 83(2011) POSITION- 44 22 08.61437(N) 088 08 30.03309(W)   ADJUSTED
 DE7765* NAD 83(2011) ELLIP HT-   158.872 (meters)        (06/27/12)   ADJUSTED
 DE7765* NAD 83(2011) EPOCH   -  2010.00
 DE7765* NAVD 88 ORTHO HEIGHT -   195.081 (meters)      640.03  (feet) ADJUSTED
 DE7765  ______________________________________________________________________
 DE7765  GEOID HEIGHT    -        -36.220 (meters)                     GEOID18
 DE7765  NAD 83(2011) X  -    148,099.807 (meters)                     COMP
 DE7765  NAD 83(2011) Y  - -4,564,606.377 (meters)                     COMP
 DE7765  NAD 83(2011) Z  -  4,437,609.705 (meters)                     COMP
 DE7765  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 DE7765  DYNAMIC HEIGHT  -        195.053 (meters)      639.94  (feet) COMP
 DE7765  MODELED GRAVITY -    980,471.5   (mgal)                       NAVD 88
 DE7765
 DE7765  VERT ORDER      -  SECOND    CLASS I
 DE7765
 DE7765  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7765  Standards:
 DE7765         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7765            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7765  -------------------------------------------------------------------
 DE7765  NETWORK    0.35   0.31           0.16   0.12   0.16     -0.07923733
 DE7765  -------------------------------------------------------------------
 DE7765  Click here for local accuracies and other accuracy information.
 DE7765
 DE7765.The horizontal coordinates were established by GPS observations
 DE7765.and adjusted by the National Geodetic Survey in June 2012.
 DE7765
 DE7765.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7765.been affixed to the stable North American tectonic plate. See 
 DE7765.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7765
 DE7765.The horizontal coordinates are valid at the epoch date displayed above
 DE7765.which is a decimal equivalence of Year/Month/Day.
 DE7765
 DE7765.The orthometric height was determined by differential leveling and
 DE7765.adjusted by the WI DEPT OF TRANSP
 DE7765.in May 2012.
 DE7765
 DE7765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7765.GEOID18 height accuracy estimate available here.
 DE7765
 DE7765.Click photographs - Photos may exist for this station.
 DE7765
 DE7765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7765
 DE7765.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7765
 DE7765.The ellipsoidal height was determined by GPS observations
 DE7765.and is referenced to NAD 83.
 DE7765
 DE7765.The dynamic height is computed by dividing the NAVD 88
 DE7765.geopotential number by the normal gravity value computed on the
 DE7765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7765.degrees latitude (g = 980.6199 gals.).
 DE7765
 DE7765.The modeled gravity was interpolated from observed gravity values.
 DE7765
 DE7765. The following values were computed from the NAD 83(2011) position.
 DE7765
 DE7765;                    North         East     Units Scale Factor Converg.
 DE7765;SPC WI C     -    61,223.633   748,106.146   MT  0.99997962   +1 18 40.3
 DE7765;SPC WI C     -   200,864.54  2,454,411.58   sFT  0.99997962   +1 18 40.3
 DE7765;UTM  16      - 4,913,498.579   409,036.300   MT  0.99970176   -0 47 54.2
 DE7765
 DE7765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7765!SPC WI C     -   0.99997509  x   0.99997962  =   0.99995471
 DE7765!UTM  16      -   0.99997509  x   0.99970176  =   0.99967686
 DE7765
 DE7765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0903613498(NAD 83)
 DE7765
 DE7765                          SUPERSEDED SURVEY CONTROL
 DE7765
 DE7765  NAD 83(2007)-  44 22 08.61445(N)    088 08 30.03393(W) AD(2002.00) 0
 DE7765  ELLIP H (02/10/07)  158.915  (m)                       GP(2002.00)    
 DE7765  NAD 83(1997)-  44 22 08.61451(N)    088 08 30.03401(W) AD(       ) 1
 DE7765  ELLIP H (06/11/03)  158.911  (m)                       GP(       ) 3 1
 DE7765  NAVD 88             195.04   (m)          639.9    (f) LEVELING    3  
 DE7765  NAVD 88 (04/20/07)  195.041  (m)          639.90   (f) SUPERSEDED  2 1
 DE7765  NAVD 88             195.09   (m)          640.1    (f) LEVELING    3  
 DE7765  NAVD 88 (05/16/03)  195.091  (m)          640.06   (f) SUPERSEDED  2 1
 DE7765
 DE7765.Superseded values are not recommended for survey control.
 DE7765
 DE7765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7765.See file dsdata.pdf to determine how the superseded data were derived.
 DE7765
 DE7765_MARKER: DD = SURVEY DISK
 DE7765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7765_STAMPING: 4K96 2001
 DE7765_MARK LOGO: WIDT
 DE7765_PROJECTION: FLUSH
 DE7765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7765+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2006
 DE7765
 DE7765  HISTORY     - Date     Condition        Report By
 DE7765  HISTORY     - 2000     MONUMENTED       WIDT
 DE7765  HISTORY     - 20030607 GOOD             USPSQD
 DE7765  HISTORY     - 20050810 GOOD             WIDT
 DE7765  HISTORY     - 20061013 GOOD             JCLS
 DE7765
 DE7765                          STATION DESCRIPTION
 DE7765
 DE7765'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7765'THE STATION IS LOCATED ABOUT 11 KM SOUTH-SOUTHWEST OF DE PERE AND 2
 DE7765'KM NORTH-NORTHWEST OF WRIGHTSTOWN.  OWNERSHIP--BROWN COUNTY.  TO
 DE7765'REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH LITTLE
 DE7765'RAPIDS ROAD IN THE VILLAGE OF LITTLE RAPIDS, GO SOUTH ON COUNTY
 DE7765'HIGHWAY D FOR 1.4 KM TO GOLDEN GLOW ROAD ON THE RIGHT, CONTINUE SOUTH
 DE7765'ON COUNTY HIGHWAY D FOR 0.3 KM TO THE STATION ON THE RIGHT.  THE
 DE7765'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7765'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7765'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD
 DE7765'PAVEMENT.  THE STATION IS 10.8 M WEST OF THE CENTERLINE OF COUNTY
 DE7765'HIGHWAY D, 31.2 M SOUTHWEST OF TELEPHONE PEDESTAL --F3463--, 13 M
 DE7765'NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --3463--, 1 M
 DE7765'EAST OF A CULTIVATED FIELD AND 0.8 M EAST OF A WHITE PLASTIC WITNESS
 DE7765'POST.  ---NOTE--- THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7765'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DE7765
 DE7765                          STATION RECOVERY (2003)
 DE7765
 DE7765'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7765'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 METER NORTH,
 DE7765'SOUTH AND EAST OF THREE ORANGE PLASTIC GUARD POSTS AND SET FLUSH WITH
 DE7765'THE GROUND.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS POST PRESENT.
 DE7765
 DE7765                          STATION RECOVERY (2005)
 DE7765
 DE7765'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7765'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.4 M NORTH OF AN
 DE7765'ORANGE --GAS PIPELINE-- WARNING POST.
 DE7765
 DE7765                          STATION RECOVERY (2006)
 DE7765
 DE7765'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 DE7765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7781 ***********************************************************************
 DE7781  DESIGNATION -  4K97
 DE7781  PID         -  DE7781
 DE7781  STATE/COUNTY-  WI/OUTAGAMIE
 DE7781  COUNTRY     -  US
 DE7781  USGS QUAD   -  WRIGHTSTOWN (2018)
 DE7781
 DE7781                         *CURRENT SURVEY CONTROL
 DE7781  ______________________________________________________________________
 DE7781* NAD 83(2011) POSITION- 44 19 04.65086(N) 088 12 51.68841(W)   ADJUSTED
 DE7781* NAD 83(2011) ELLIP HT-   171.584 (meters)        (06/27/12)   ADJUSTED
 DE7781* NAD 83(2011) EPOCH   -  2010.00
 DE7781* NAVD 88 ORTHO HEIGHT -   207.806 (meters)      681.78  (feet) ADJUSTED
 DE7781  ______________________________________________________________________
 DE7781  GEOID HEIGHT    -        -36.222 (meters)                     GEOID18
 DE7781  NAD 83(2011) X  -    142,433.258 (meters)                     COMP
 DE7781  NAD 83(2011) Y  - -4,568,766.724 (meters)                     COMP
 DE7781  NAD 83(2011) Z  -  4,433,557.589 (meters)                     COMP
 DE7781  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 DE7781  DYNAMIC HEIGHT  -        207.774 (meters)      681.67  (feet) COMP
 DE7781  MODELED GRAVITY -    980,462.6   (mgal)                       NAVD 88
 DE7781
 DE7781  VERT ORDER      -  SECOND    CLASS I
 DE7781
 DE7781  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7781  Standards:
 DE7781         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7781            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7781  -------------------------------------------------------------------
 DE7781  NETWORK    0.35   0.31           0.16   0.12   0.16     -0.03344357
 DE7781  -------------------------------------------------------------------
 DE7781  Click here for local accuracies and other accuracy information.
 DE7781
 DE7781.The horizontal coordinates were established by GPS observations
 DE7781.and adjusted by the National Geodetic Survey in June 2012.
 DE7781
 DE7781.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7781.been affixed to the stable North American tectonic plate. See 
 DE7781.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7781
 DE7781.The horizontal coordinates are valid at the epoch date displayed above
 DE7781.which is a decimal equivalence of Year/Month/Day.
 DE7781
 DE7781.The orthometric height was determined by differential leveling and
 DE7781.adjusted by the WI DEPT OF TRANSP
 DE7781.in May 2012.
 DE7781
 DE7781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7781.GEOID18 height accuracy estimate available here.
 DE7781
 DE7781.Click photographs - Photos may exist for this station.
 DE7781
 DE7781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7781
 DE7781.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7781
 DE7781.The ellipsoidal height was determined by GPS observations
 DE7781.and is referenced to NAD 83.
 DE7781
 DE7781.The dynamic height is computed by dividing the NAVD 88
 DE7781.geopotential number by the normal gravity value computed on the
 DE7781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7781.degrees latitude (g = 980.6199 gals.).
 DE7781
 DE7781.The modeled gravity was interpolated from observed gravity values.
 DE7781
 DE7781. The following values were computed from the NAD 83(2011) position.
 DE7781
 DE7781;                    North         East     Units Scale Factor Converg.
 DE7781;SPC WI C     -    55,416.841   742,439.281   MT  0.99998785   +1 15 35.7
 DE7781;SPC WI C     -   181,813.42  2,435,819.54   sFT  0.99998785   +1 15 35.7
 DE7781;UTM  16      - 4,907,905.803   403,161.198   MT  0.99971533   -0 50 54.5
 DE7781
 DE7781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7781!SPC WI C     -   0.99997310  x   0.99998785  =   0.99996095
 DE7781!UTM  16      -   0.99997310  x   0.99971533  =   0.99968843
 DE7781
 DE7781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0316107905(NAD 83)
 DE7781
 DE7781                          SUPERSEDED SURVEY CONTROL
 DE7781
 DE7781  NAD 83(2007)-  44 19 04.65095(N)    088 12 51.68926(W) AD(2002.00) 0
 DE7781  ELLIP H (02/10/07)  171.627  (m)                       GP(2002.00)    
 DE7781  NAD 83(1997)-  44 19 04.65101(N)    088 12 51.68939(W) AD(       ) 1
 DE7781  ELLIP H (06/11/03)  171.619  (m)                       GP(       ) 3 1
 DE7781  NAVD 88             207.77   (m)          681.7    (f) LEVELING    3  
 DE7781  NAVD 88 (04/20/07)  207.768  (m)          681.65   (f) SUPERSEDED  2 1
 DE7781  NAVD 88             207.80   (m)          681.8    (f) LEVELING    3  
 DE7781  NAVD 88 (05/16/03)  207.803  (m)          681.77   (f) SUPERSEDED  2 1
 DE7781
 DE7781.Superseded values are not recommended for survey control.
 DE7781
 DE7781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7781.See file dsdata.pdf to determine how the superseded data were derived.
 DE7781
 DE7781_MARKER: DD = SURVEY DISK
 DE7781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7781_STAMPING: 4K97 2001
 DE7781_MARK LOGO: WIDT
 DE7781_PROJECTION: FLUSH
 DE7781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7781+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 DE7781
 DE7781  HISTORY     - Date     Condition        Report By
 DE7781  HISTORY     - 2000     MONUMENTED       WIDT
 DE7781  HISTORY     - 20030625 GOOD             USPSQD
 DE7781  HISTORY     - 20040725 GOOD             USPSQD
 DE7781  HISTORY     - 20050802 GOOD             WIDT
 DE7781
 DE7781                          STATION DESCRIPTION
 DE7781
 DE7781'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7781'THE STATION IS LOCATED ABOUT 27 KM SOUTHWEST OF GREEN BAY, 6 KM
 DE7781'NORTHEAST OF KAUKAUNA, AND 4 KM WEST-SOUTHWEST OF WRIGHTSTOWN.
 DE7781'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7781'STATION FROM THE JUNCTION OF STATE HIGHWAY 96 WITH COUNTY HIGHWAY JJ
 DE7781'ABOUT 5 KM SOUTHWEST OF THE VILLAGE OF WRIGHTSTOWN, GO NORTHEAST,
 DE7781'THEN EAST ON STATE HIGHWAY 96 FOR 0.8 KM TO SHAWN COURT, CONTINUE
 DE7781'EAST ON STATE HIGHWAY 96 FOR 0.2 KM TO THE STATION ON THE LEFT.  THE
 DE7781'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7781'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7781'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M ABOVE THE HIGHWAY
 DE7781'PAVEMENT.  THE STATION IS 14.3 M NORTH OF THE CENTERLINE OF STATE
 DE7781'HIGHWAY 96, 67 M EAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DE7781'--W565--, 23 M SOUTH OF THE SOUTHERN MOST RAIL, 8 M EAST OF THE
 DE7781'CENTER OF A GRAVEL FIELD ENTRANCE AND 0.5 M SOUTH OF A WHITE PLASTIC
 DE7781'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7781'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DE7781
 DE7781                          STATION RECOVERY (2003)
 DE7781
 DE7781'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7781'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS LOCATED IN THE
 DE7781'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DE7781
 DE7781                          STATION RECOVERY (2004)
 DE7781
 DE7781'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DE7781'RECOVERED IN GOOD CONDITION.
 DE7781
 DE7781                          STATION RECOVERY (2005)
 DE7781
 DE7781'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7781'RECOVERED IN GOOD CONDITION.  NOTE-- THERE ARE TREES TO THE WEST,
 DE7781'NORTH, AND EAST HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7667 ***********************************************************************
 DE7667  DESIGNATION -  4L01
 DE7667  PID         -  DE7667
 DE7667  STATE/COUNTY-  WI/MANITOWOC
 DE7667  COUNTRY     -  US
 DE7667  USGS QUAD   -  REEDSVILLE (2018)
 DE7667
 DE7667                         *CURRENT SURVEY CONTROL
 DE7667  ______________________________________________________________________
 DE7667* NAD 83(1986) POSITION- 44 11 22.07   (N) 087 59 55.31   (W)   HD_HELD1
 DE7667* NAVD 88 ORTHO HEIGHT -   262.311 (meters)      860.60  (feet) ADJUSTED
 DE7667  ______________________________________________________________________
 DE7667  GEOID HEIGHT    -        -36.050 (meters)                     GEOID18
 DE7667  DYNAMIC HEIGHT  -        262.268 (meters)      860.46  (feet) COMP
 DE7667  MODELED GRAVITY -    980,447.0   (mgal)                       NAVD 88
 DE7667
 DE7667  VERT ORDER      -  SECOND    CLASS I
 DE7667
 DE7667.The horizontal coordinates were determined by differentially corrected
 DE7667.hand held GPS observations or other comparable positioning techniques
 DE7667.and have an estimated accuracy of +/- 3 meters.
 DE7667
 DE7667.The orthometric height was determined by differential leveling and
 DE7667.adjusted by the WI DEPT OF TRANSP
 DE7667.in May 2012.
 DE7667
 DE7667.No vertical observational check was made to the station.
 DE7667
 DE7667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7667.GEOID18 height accuracy estimate available here.
 DE7667
 DE7667.Click photographs - Photos may exist for this station.
 DE7667
 DE7667.The dynamic height is computed by dividing the NAVD 88
 DE7667.geopotential number by the normal gravity value computed on the
 DE7667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7667.degrees latitude (g = 980.6199 gals.).
 DE7667
 DE7667.The modeled gravity was interpolated from observed gravity values.
 DE7667
 DE7667;                    North         East    Units  Estimated Accuracy
 DE7667;SPC WI S     -   245,159.4     759,994.2     MT  (+/- 3 meters HH1 GPS) 
 DE7667
 DE7667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2018593401(NAD 83)
 DE7667
 DE7667                          SUPERSEDED SURVEY CONTROL
 DE7667
 DE7667  NAVD 88 (04/20/07)  262.266  (m)          860.45   (f) SUPERSEDED  2 1
 DE7667  NAVD 88 (05/16/03)  262.298  (m)          860.56   (f) SUPERSEDED  2 1
 DE7667
 DE7667.Superseded values are not recommended for survey control.
 DE7667
 DE7667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7667.See file dsdata.pdf to determine how the superseded data were derived.
 DE7667
 DE7667_MARKER: DD = SURVEY DISK
 DE7667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7667_STAMPING: 4L01 2001
 DE7667_MARK LOGO: WIDT
 DE7667_PROJECTION: FLUSH
 DE7667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7667+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7667
 DE7667  HISTORY     - Date     Condition        Report By
 DE7667  HISTORY     - 2000     MONUMENTED       WIDT
 DE7667  HISTORY     - 20030619 GOOD             USPSQD
 DE7667  HISTORY     - 20050906 GOOD             WIDT
 DE7667  HISTORY     - 20061003 GOOD             USPSQD
 DE7667
 DE7667                          STATION DESCRIPTION
 DE7667
 DE7667'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7667'THE STATION IS LOCATED ABOUT 37 KM SOUTH OF GREEN BAY AND 8 KM
 DE7667'NORTHWEST OF REEDSVILLE.  OWNERSHIP--TOWN OF MAPLE GROVE.  TO REACH
 DE7667'THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY HIGHWAY W
 DE7667'IN THE VILLAGE OF REEDSVILLE, GO NORTH ON COUNTY HIGHWAY W FOR 3.5 KM
 DE7667'TO TAUS ROAD, TURN LEFT AND GO WEST ON TAUS ROAD FOR 1.6 KM TO DEER
 DE7667'HAVEN LANE ON THE RIGHT, CONTINUE WEST ON TAUS ROAD FOR 1.1 KM TO THE
 DE7667'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7667'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DE7667'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7667'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.6 M NORTH OF THE
 DE7667'CENTERLINE OF TAUS ROAD, 31.3 M NORTHWEST OF A WOOD CORNER FENCE
 DE7667'POST, 16.5 M WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENRANCE
 DE7667'--21827--, 10 M EAST OF A FIELD ENTRANCE, 5 M SOUTH OF A CULTIVATED
 DE7667'FIELD, AND 0.9 M SOUTH OF A WHITE PLASTIC WITNESS POST.  --NOTE--THIS
 DE7667'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7667'ABOVE THE HORIZON EXCEPT FOR TREES FROM SOUTHEAST OF THE STATION TO
 DE7667'THE SOUTHWEST OF THE  STATION EXTENDING TO 30 DEGREES.
 DE7667
 DE7667                          STATION RECOVERY (2003)
 DE7667
 DE7667'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7667'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS AMONGST
 DE7667'TREES AND BUSHES WHICH MAY OBSTRUCT SATELLITE OBSERVATIONS.
 DE7667
 DE7667                          STATION RECOVERY (2005)
 DE7667
 DE7667'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7667'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M SOUTH, 1.0 M
 DE7667'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7667
 DE7667                          STATION RECOVERY (2006)
 DE7667
 DE7667'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7666 ***********************************************************************
 DE7666  DESIGNATION -  4L02
 DE7666  PID         -  DE7666
 DE7666  STATE/COUNTY-  WI/MANITOWOC
 DE7666  COUNTRY     -  US
 DE7666  USGS QUAD   -  REEDSVILLE (2018)
 DE7666
 DE7666                         *CURRENT SURVEY CONTROL
 DE7666  ______________________________________________________________________
 DE7666* NAD 83(1986) POSITION- 44 11 21.83   (N) 087 58 23.22   (W)   HD_HELD1
 DE7666* NAVD 88 ORTHO HEIGHT -   261.001 (meters)      856.30  (feet) ADJUSTED
 DE7666  ______________________________________________________________________
 DE7666  GEOID HEIGHT    -        -36.046 (meters)                     GEOID18
 DE7666  DYNAMIC HEIGHT  -        260.959 (meters)      856.16  (feet) COMP
 DE7666  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 DE7666
 DE7666  VERT ORDER      -  SECOND    CLASS I
 DE7666
 DE7666.The horizontal coordinates were determined by differentially corrected
 DE7666.hand held GPS observations or other comparable positioning techniques
 DE7666.and have an estimated accuracy of +/- 3 meters.
 DE7666
 DE7666.The orthometric height was determined by differential leveling and
 DE7666.adjusted by the WI DEPT OF TRANSP
 DE7666.in May 2012.
 DE7666
 DE7666.No vertical observational check was made to the station.
 DE7666
 DE7666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7666.GEOID18 height accuracy estimate available here.
 DE7666
 DE7666.Click photographs - Photos may exist for this station.
 DE7666
 DE7666.The dynamic height is computed by dividing the NAVD 88
 DE7666.geopotential number by the normal gravity value computed on the
 DE7666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7666.degrees latitude (g = 980.6199 gals.).
 DE7666
 DE7666.The modeled gravity was interpolated from observed gravity values.
 DE7666
 DE7666;                    North         East    Units  Estimated Accuracy
 DE7666;SPC WI S     -   245,201.3     762,039.0     MT  (+/- 3 meters HH1 GPS) 
 DE7666
 DE7666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2222993369(NAD 83)
 DE7666
 DE7666                          SUPERSEDED SURVEY CONTROL
 DE7666
 DE7666  NAVD 88 (04/20/07)  260.955  (m)          856.15   (f) SUPERSEDED  2 1
 DE7666  NAVD 88 (05/16/03)  260.989  (m)          856.26   (f) SUPERSEDED  2 1
 DE7666
 DE7666.Superseded values are not recommended for survey control.
 DE7666
 DE7666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7666.See file dsdata.pdf to determine how the superseded data were derived.
 DE7666
 DE7666_MARKER: DD = SURVEY DISK
 DE7666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7666_STAMPING: 4L02 2001
 DE7666_MARK LOGO: WIDT
 DE7666_PROJECTION: FLUSH
 DE7666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7666+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7666
 DE7666  HISTORY     - Date     Condition        Report By
 DE7666  HISTORY     - 2000     MONUMENTED       WIDT
 DE7666  HISTORY     - 20030619 GOOD             USPSQD
 DE7666  HISTORY     - 20050906 GOOD             WIDT
 DE7666  HISTORY     - 20061003 GOOD             USPSQD
 DE7666
 DE7666                          STATION DESCRIPTION
 DE7666
 DE7666'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7666'THE STATION IS LOCATED ABOUT 27 KM NORTHWEST OF MANITOWOC  AND 4 KM
 DE7666'NORTH OF REEDSVILLE.  OWNERSHIP--TOWN OF MAPLE GROVE. TO REACH THE
 DE7666'STATION FROM THE JUNCTION OF US HIGHWAY 10 AND COUNTY HIGHWAY W IN
 DE7666'THE VILLAGE OF REEDSVILLE, GO NORTH ON COUNTY HIGHWAY W FOR 3.5 KM TO
 DE7666'TAUS ROAD, TURN LEFT AND GO WEST ON TAUS ROAD FOR 0.6 KM TO THE
 DE7666'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7666'OF TRANSPORTATION GEODETIC SURVERY CONTROL STATION DISK SET IN THE
 DE7666'TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DE7666'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.6 M SOUTH OF
 DE7666'THE CENTERLINE OF TAUS ROAD, 119 M EAST OF THE CENTERLINE OF ASPEN
 DE7666'ROAD, 101 M WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DE7666'--20212--, 22.1 M SOUTHWEST OF POWER POLE --2021-22E2--, 2 M NORTH OF
 DE7666'A CULTIVATED FIELD, AND 1.0 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7666'--NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7666'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7666
 DE7666                          STATION RECOVERY (2003)
 DE7666
 DE7666'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7666'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE UPPER PART OF
 DE7666'THE WHITE PLASTIC WITNESS POST HAS BEEN PAINTED PINK.
 DE7666
 DE7666                          STATION RECOVERY (2005)
 DE7666
 DE7666'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7666'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DE7666'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7666
 DE7666                          STATION RECOVERY (2006)
 DE7666
 DE7666'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7665 ***********************************************************************
 DE7665  DESIGNATION -  4L03
 DE7665  PID         -  DE7665
 DE7665  STATE/COUNTY-  WI/MANITOWOC
 DE7665  COUNTRY     -  US
 DE7665  USGS QUAD   -  REEDSVILLE (2018)
 DE7665
 DE7665                         *CURRENT SURVEY CONTROL
 DE7665  ______________________________________________________________________
 DE7665* NAD 83(1986) POSITION- 44 11 22.01   (N) 087 57 08.21   (W)   HD_HELD1
 DE7665* NAVD 88 ORTHO HEIGHT -   262.404 (meters)      860.90  (feet) ADJUSTED
 DE7665  ______________________________________________________________________
 DE7665  GEOID HEIGHT    -        -36.044 (meters)                     GEOID18
 DE7665  DYNAMIC HEIGHT  -        262.362 (meters)      860.77  (feet) COMP
 DE7665  MODELED GRAVITY -    980,450.1   (mgal)                       NAVD 88
 DE7665
 DE7665  VERT ORDER      -  SECOND    CLASS I
 DE7665
 DE7665.The horizontal coordinates were determined by differentially corrected
 DE7665.hand held GPS observations or other comparable positioning techniques
 DE7665.and have an estimated accuracy of +/- 3 meters.
 DE7665
 DE7665.The orthometric height was determined by differential leveling and
 DE7665.adjusted by the WI DEPT OF TRANSP
 DE7665.in May 2012.
 DE7665
 DE7665.No vertical observational check was made to the station.
 DE7665
 DE7665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7665.GEOID18 height accuracy estimate available here.
 DE7665
 DE7665.Click photographs - Photos may exist for this station.
 DE7665
 DE7665.The dynamic height is computed by dividing the NAVD 88
 DE7665.geopotential number by the normal gravity value computed on the
 DE7665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7665.degrees latitude (g = 980.6199 gals.).
 DE7665
 DE7665.The modeled gravity was interpolated from observed gravity values.
 DE7665
 DE7665;                    North         East    Units  Estimated Accuracy
 DE7665;SPC WI S     -   245,247.6     763,704.3     MT  (+/- 3 meters HH1 GPS) 
 DE7665
 DE7665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2389593355(NAD 83)
 DE7665
 DE7665                          SUPERSEDED SURVEY CONTROL
 DE7665
 DE7665  NAVD 88 (04/20/07)  262.358  (m)          860.75   (f) SUPERSEDED  2 1
 DE7665  NAVD 88 (05/16/03)  262.392  (m)          860.86   (f) SUPERSEDED  2 1
 DE7665
 DE7665.Superseded values are not recommended for survey control.
 DE7665
 DE7665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7665.See file dsdata.pdf to determine how the superseded data were derived.
 DE7665
 DE7665_MARKER: DD = SURVEY DISK
 DE7665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7665_STAMPING: 4L03 2001
 DE7665_MARK LOGO: WIDT
 DE7665_PROJECTION: FLUSH
 DE7665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7665+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7665
 DE7665  HISTORY     - Date     Condition        Report By
 DE7665  HISTORY     - 2000     MONUMENTED       WIDT
 DE7665  HISTORY     - 20030619 GOOD             USPSQD
 DE7665  HISTORY     - 20050906 GOOD             WIDT
 DE7665  HISTORY     - 20061003 GOOD             USPSQD
 DE7665
 DE7665                          STATION DESCRIPTION
 DE7665
 DE7665'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7665'THE STATION IS LOCATED ABOUT 26 KM NORTHWEST OF MANITOWOC AND 4 KM
 DE7665'NORTH-NORTHEAST OF REEDSVILLE. OWNERSHIP--TOWN OF MAPLE GROVE.    TO
 DE7665'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DE7665'HIGHWAY W IN THE VILLAGE OF REEDSVILLE, GO NORTH ON COUNTY HIGHWAY W
 DE7665'FOR 3.5 KM TO TAUS ROAD, TURN LEFT AND GO EAST ON TAUS ROAD FOR 0.8
 DE7665'KM TO PINE-SVA ROAD, CONTINUE EAST ON TAUS ROAD FOR 0.2 KM TO THE
 DE7665'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7665'OF TRANSPORTATION GEODETIC SURVERY CONTROL STATION DISK SET IN THE
 DE7665'TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.5 M,
 DE7665'ATTACHED TO BEDROCK, WHICH PREVENTED A DEEPER SET, AND ABOUT LEVEL
 DE7665'WITH THE ROAD PAVEMENT. THE STATION IS 9.8 M SOUTH OF THE CENTERLINE
 DE7665'OF TAUS ROAD, 0.6 KM WEST OF PLEASANT VIEW ROAD, 1 M NORTH OF A
 DE7665'CULTIVATED FIELD, AND 0.4 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7665'--NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIHGER
 DE7665'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7665
 DE7665                          STATION RECOVERY (2003)
 DE7665
 DE7665'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7665'THE STATION WAS RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 2000
 DE7665'DIRECTIONS -- TURN RIGHT AND GO EAST ON TAUS ROAD FOR 0.8 KM TO
 DE7665'PINE-SVA ROAD, ...
 DE7665
 DE7665                          STATION RECOVERY (2005)
 DE7665
 DE7665'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7665'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE EAST OF
 DE7665'PINE-SVA ROAD, 73.0 M WEST OF THE EXTENDED CENTERLINE OF A FIELD
 DE7665'ENTRANCE, AND 0.4 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF
 DE7665'THREE WHITE PLASTIC WITNESS POSTS.
 DE7665
 DE7665                          STATION RECOVERY (2006)
 DE7665
 DE7665'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7665'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7664 ***********************************************************************
 DE7664  DESIGNATION -  4L04
 DE7664  PID         -  DE7664
 DE7664  STATE/COUNTY-  WI/MANITOWOC
 DE7664  COUNTRY     -  US
 DE7664  USGS QUAD   -  REEDSVILLE (2018)
 DE7664
 DE7664                         *CURRENT SURVEY CONTROL
 DE7664  ______________________________________________________________________
 DE7664* NAD 83(1986) POSITION- 44 11 22.04   (N) 087 55 40.18   (W)   HD_HELD1
 DE7664* NAVD 88 ORTHO HEIGHT -   279.131 (meters)      915.78  (feet) ADJUSTED
 DE7664  ______________________________________________________________________
 DE7664  GEOID HEIGHT    -        -36.041 (meters)                     GEOID18
 DE7664  DYNAMIC HEIGHT  -        279.087 (meters)      915.64  (feet) COMP
 DE7664  MODELED GRAVITY -    980,451.8   (mgal)                       NAVD 88
 DE7664
 DE7664  VERT ORDER      -  SECOND    CLASS I
 DE7664
 DE7664.The horizontal coordinates were determined by differentially corrected
 DE7664.hand held GPS observations or other comparable positioning techniques
 DE7664.and have an estimated accuracy of +/- 3 meters.
 DE7664
 DE7664.The orthometric height was determined by differential leveling and
 DE7664.adjusted by the WI DEPT OF TRANSP
 DE7664.in May 2012.
 DE7664
 DE7664.No vertical observational check was made to the station.
 DE7664
 DE7664.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7664.GEOID18 height accuracy estimate available here.
 DE7664
 DE7664.Click photographs - Photos may exist for this station.
 DE7664
 DE7664.The dynamic height is computed by dividing the NAVD 88
 DE7664.geopotential number by the normal gravity value computed on the
 DE7664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7664.degrees latitude (g = 980.6199 gals.).
 DE7664
 DE7664.The modeled gravity was interpolated from observed gravity values.
 DE7664
 DE7664;                    North         East    Units  Estimated Accuracy
 DE7664;SPC WI S     -   245,296.8     765,658.7     MT  (+/- 3 meters HH1 GPS) 
 DE7664
 DE7664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2584993334(NAD 83)
 DE7664
 DE7664                          SUPERSEDED SURVEY CONTROL
 DE7664
 DE7664  NAVD 88 (04/20/07)  279.084  (m)          915.63   (f) SUPERSEDED  2 1
 DE7664  NAVD 88 (05/16/03)  279.119  (m)          915.74   (f) SUPERSEDED  2 1
 DE7664
 DE7664.Superseded values are not recommended for survey control.
 DE7664
 DE7664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7664.See file dsdata.pdf to determine how the superseded data were derived.
 DE7664
 DE7664_MARKER: DD = SURVEY DISK
 DE7664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7664_STAMPING: 4L04 2001
 DE7664_MARK LOGO: WIDT
 DE7664_PROJECTION: FLUSH
 DE7664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7664+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7664
 DE7664  HISTORY     - Date     Condition        Report By
 DE7664  HISTORY     - 2000     MONUMENTED       WIDT
 DE7664  HISTORY     - 20030619 GOOD             USPSQD
 DE7664  HISTORY     - 20050906 GOOD             WIDT
 DE7664  HISTORY     - 20061003 GOOD             USPSQD
 DE7664
 DE7664                          STATION DESCRIPTION
 DE7664
 DE7664'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7664'THE STATION IS LOCATED ABOUT 24 KM NORTHWEST OF MANITOWOC AND 5 KM
 DE7664'NORTH-NORTHEAST OF REEDSVILLE. OWNERSHIP--TOWN OF MAPLE GROVE.    TO
 DE7664'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DE7664'HIGHWAY W IN THE VILLAGE OF REEDSVILLE, GO NORTH ON COUNTY HIGHWAY W
 DE7664'FOR 3.5 KM TO TAUS ROAD, TURN RIGHT AND GO EAST ON TAUS ROAD FOR 1.6
 DE7664'KM TO PLEASANT VIEW ROAD, CONTINUE EAST ON TAUS ROAD FOR 1.3 KM TO
 DE7664'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7664'DEPARTMENT OF TRANSPORTATION GEODETIC SURVRY CONTROL STATION DISK SET
 DE7664'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.2 M,
 DE7664'ATTACHED TO BEDROCK, WHICH PREVENTED A DEEPER SET, AND ABOUT LEVEL
 DE7664'WITH THE ROAD PAVEMENT. THE STATION IS 11.3 M SOUTH OF THE CENTERLINE
 DE7664'OF TAUS ROAD, 112 M EAST OF THE EXTENDED CENTERLINE OF PRIVATE
 DE7664'ENTRANCE --17702--, 75.8 M WEST OF A WOOD POST FOR A --STOP AHEAD--
 DE7664'SIGN, 25.0 M SOUTH-SOUTHEAST OF POWER POLE --2021-24E28--, 1 M NORTH
 DE7664'OF A CULTIVATED FIELD, AND 0.4 M NORTH OF A WHITE PLASTIC WITNESS
 DE7664'POST. --NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7664'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7664
 DE7664                          STATION RECOVERY (2003)
 DE7664
 DE7664'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7664'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE UPPER PART OF
 DE7664'THE WHITE PLASTIC WITNESS POST HAS BEEN PAINTED PINK.
 DE7664
 DE7664                          STATION RECOVERY (2005)
 DE7664
 DE7664'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7664'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE WEST OF
 DE7664'COUNTY HIGHWAY G AND 0.4 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST
 DE7664'OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7664
 DE7664                          STATION RECOVERY (2006)
 DE7664
 DE7664'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7663 ***********************************************************************
 DE7663  DESIGNATION -  4L05
 DE7663  PID         -  DE7663
 DE7663  STATE/COUNTY-  WI/MANITOWOC
 DE7663  COUNTRY     -  US
 DE7663  USGS QUAD   -  REEDSVILLE (2018)
 DE7663
 DE7663                         *CURRENT SURVEY CONTROL
 DE7663  ______________________________________________________________________
 DE7663* NAD 83(1986) POSITION- 44 11 22.56   (N) 087 54 29.84   (W)   HD_HELD1
 DE7663* NAVD 88 ORTHO HEIGHT -   266.350 (meters)      873.85  (feet) ADJUSTED
 DE7663  ______________________________________________________________________
 DE7663  GEOID HEIGHT    -        -36.042 (meters)                     GEOID18
 DE7663  DYNAMIC HEIGHT  -        266.308 (meters)      873.71  (feet) COMP
 DE7663  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 DE7663
 DE7663  VERT ORDER      -  SECOND    CLASS I
 DE7663
 DE7663.The horizontal coordinates were determined by differentially corrected
 DE7663.hand held GPS observations or other comparable positioning techniques
 DE7663.and have an estimated accuracy of +/- 3 meters.
 DE7663
 DE7663.The orthometric height was determined by differential leveling and
 DE7663.adjusted by the WI DEPT OF TRANSP
 DE7663.in May 2012.
 DE7663
 DE7663.No vertical observational check was made to the station.
 DE7663
 DE7663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7663.GEOID18 height accuracy estimate available here.
 DE7663
 DE7663.Click photographs - Photos may exist for this station.
 DE7663
 DE7663.The dynamic height is computed by dividing the NAVD 88
 DE7663.geopotential number by the normal gravity value computed on the
 DE7663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7663.degrees latitude (g = 980.6199 gals.).
 DE7663
 DE7663.The modeled gravity was interpolated from observed gravity values.
 DE7663
 DE7663;                    North         East    Units  Estimated Accuracy
 DE7663;SPC WI S     -   245,351.9     767,220.0     MT  (+/- 3 meters HH1 GPS) 
 DE7663
 DE7663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2741093332(NAD 83)
 DE7663
 DE7663                          SUPERSEDED SURVEY CONTROL
 DE7663
 DE7663  NAVD 88 (04/20/07)  266.303  (m)          873.70   (f) SUPERSEDED  2 1
 DE7663  NAVD 88 (05/16/03)  266.339  (m)          873.81   (f) SUPERSEDED  2 1
 DE7663
 DE7663.Superseded values are not recommended for survey control.
 DE7663
 DE7663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7663.See file dsdata.pdf to determine how the superseded data were derived.
 DE7663
 DE7663_MARKER: DD = SURVEY DISK
 DE7663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7663_STAMPING: 4L05 2001
 DE7663_MARK LOGO: WIDT
 DE7663_PROJECTION: FLUSH
 DE7663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7663+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7663
 DE7663  HISTORY     - Date     Condition        Report By
 DE7663  HISTORY     - 2000     MONUMENTED       WIDT
 DE7663  HISTORY     - 20030619 GOOD             USPSQD
 DE7663  HISTORY     - 20050906 GOOD             WIDT
 DE7663  HISTORY     - 20061003 GOOD             USPSQD
 DE7663
 DE7663                          STATION DESCRIPTION
 DE7663
 DE7663'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7663'THE STATION IS LOCATED ABOUT 22 KM NORTHWEST OF MANITOWOC AND 6 KM
 DE7663'NORTHEAST OF REEDSVILLE.  OWNERSHIP--TOWN OF FRANKLIN.    TO REACH THE
 DE7663'STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY HIGHWAY W IN
 DE7663'THE VILLAGE OF REEDSVILLE, GO NORTH ON COUNTY HIGHWAY W FOR 3.5 KM TO
 DE7663'TAUS ROAD, TURN RIGHT AND GO EAST ON TAUS ROAD FOR 4.0 KM TO LEMRICK
 DE7663'ROAD, CONTINUE EAST ON TAUS ROAD FOR 0.3 KM TO THE STATION ON THE
 DE7663'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7663'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7663'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW
 DE7663'THE ROAD PAVEMENT.  THE STATION IS 10.0 M NORTH OF THE CENTERLINE OF
 DE7663'TAUS ROAD, 65.8 M EAST OF POWER POLE --2022 19E32--, 55 M WEST OF THE
 DE7663'CENTERLINE OF PRIVATE ENTRANCE --16502--, 6 M SOUTH OF A CULTIVATED
 DE7663'FIELD, 2.7 M WEST OF TELEPHONE PEDESTAL --1572--, AND 1.0 M SOUTH OF
 DE7663'A WHITE PLASTIC WITNESS POST. --NOTE--THIS STATION HAS NO VISIBLE
 DE7663'OBSRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DE7663'FOR POWERLINES TO THE NORTH EXTENDING TO 75 DEGREES.
 DE7663
 DE7663                          STATION RECOVERY (2003)
 DE7663
 DE7663'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7663'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE UPPER PART OF
 DE7663'THE WHITE PLASTIC WITNESS POST HAS BEEN BROKEN OFF AND LYING ON THE
 DE7663'GROUND.
 DE7663
 DE7663                          STATION RECOVERY (2005)
 DE7663
 DE7663'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7663'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 DE7663'NORTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7663
 DE7663                          STATION RECOVERY (2006)
 DE7663
 DE7663'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7662 ***********************************************************************
 DE7662  DESIGNATION -  4L06
 DE7662  PID         -  DE7662
 DE7662  STATE/COUNTY-  WI/MANITOWOC
 DE7662  COUNTRY     -  US
 DE7662  USGS QUAD   -  REEDSVILLE (2018)
 DE7662
 DE7662                         *CURRENT SURVEY CONTROL
 DE7662  ______________________________________________________________________
 DE7662* NAD 83(1986) POSITION- 44 11 26.58   (N) 087 52 54.90   (W)   HD_HELD1
 DE7662* NAVD 88 ORTHO HEIGHT -   253.005 (meters)      830.07  (feet) ADJUSTED
 DE7662  ______________________________________________________________________
 DE7662  GEOID HEIGHT    -        -36.047 (meters)                     GEOID18
 DE7662  DYNAMIC HEIGHT  -        252.965 (meters)      829.94  (feet) COMP
 DE7662  MODELED GRAVITY -    980,454.2   (mgal)                       NAVD 88
 DE7662
 DE7662  VERT ORDER      -  SECOND    CLASS I
 DE7662
 DE7662.The horizontal coordinates were determined by differentially corrected
 DE7662.hand held GPS observations or other comparable positioning techniques
 DE7662.and have an estimated accuracy of +/- 3 meters.
 DE7662
 DE7662.The orthometric height was determined by differential leveling and
 DE7662.adjusted by the WI DEPT OF TRANSP
 DE7662.in May 2012.
 DE7662
 DE7662.No vertical observational check was made to the station.
 DE7662
 DE7662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7662.GEOID18 height accuracy estimate available here.
 DE7662
 DE7662.Click photographs - Photos may exist for this station.
 DE7662
 DE7662.The dynamic height is computed by dividing the NAVD 88
 DE7662.geopotential number by the normal gravity value computed on the
 DE7662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7662.degrees latitude (g = 980.6199 gals.).
 DE7662
 DE7662.The modeled gravity was interpolated from observed gravity values.
 DE7662
 DE7662;                    North         East    Units  Estimated Accuracy
 DE7662;SPC WI S     -   245,529.1     769,324.7     MT  (+/- 3 meters HH1 GPS) 
 DE7662
 DE7662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2951993433(NAD 83)
 DE7662
 DE7662                          SUPERSEDED SURVEY CONTROL
 DE7662
 DE7662  NAVD 88 (04/20/07)  252.957  (m)          829.91   (f) SUPERSEDED  2 1
 DE7662  NAVD 88 (05/16/03)  252.994  (m)          830.03   (f) SUPERSEDED  2 1
 DE7662
 DE7662.Superseded values are not recommended for survey control.
 DE7662
 DE7662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7662.See file dsdata.pdf to determine how the superseded data were derived.
 DE7662
 DE7662_MARKER: DD = SURVEY DISK
 DE7662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7662_STAMPING: 4L06 2001
 DE7662_MARK LOGO: WIDT
 DE7662_PROJECTION: FLUSH
 DE7662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7662+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7662
 DE7662  HISTORY     - Date     Condition        Report By
 DE7662  HISTORY     - 2000     MONUMENTED       WIDT
 DE7662  HISTORY     - 20030619 GOOD             USPSQD
 DE7662  HISTORY     - 20050906 GOOD             WIDT
 DE7662  HISTORY     - 20061003 GOOD             USPSQD
 DE7662
 DE7662                          STATION DESCRIPTION
 DE7662
 DE7662'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7662'THE STATION IS LOCATED ABOUT 21 KM NORTHWEST OF MANITOWOC AND 8 KM
 DE7662'NORTHEAST OF REEDSVILLE.  OWNERSHIP--TOWN OF FRANKLIN. TO REACH THE
 DE7662'STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY HIGHWAY W IN
 DE7662'THE VILLAGE OF REEDSVILLE, GO NORTH ON COUNTY HIGHWAY W FOR 3.5 KM TO
 DE7662'TAUS ROAD, TURN RIGHT AND GO EAST ON TAUS ROAD FOR 6.45 KM TO
 DE7662'MENCHALVILLE ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON MENCHALVILLE
 DE7662'ROAD FOR 0.2 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DE7662'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7662'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7662'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD.  THE STATION IS 8.6 M
 DE7662'EAST OF THE CENTERLINE OF MENCHALVILLE ROAD, 55 M NORTH OF THE
 DE7662'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --7618--, 51.5 M SOUTHEAST OF
 DE7662'POWER POLE --2022-20E16--, 42 M SOUTH OF THE CENTERLINE OF A FIELD
 DE7662'ENTRANCE, 1 M WEST OF A CULTIVATED FIELD, AND 0.5 M WEST OF A WHITE
 DE7662'PLASTIC WITNESS POST.  --NOTE--THIS STATION HAS NO VISIBLE
 DE7662'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7662
 DE7662                          STATION RECOVERY (2003)
 DE7662
 DE7662'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7662'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE UPPER PART OF
 DE7662'THE WHITE PLASTIC WITNESS POST HAS BEEN PAINTED PINK.
 DE7662
 DE7662                          STATION RECOVERY (2005)
 DE7662
 DE7662'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7662'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M WEST, 1.0 M
 DE7662'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7662
 DE7662                          STATION RECOVERY (2006)
 DE7662
 DE7662'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7662'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7661 ***********************************************************************
 DE7661  DESIGNATION -  4L07
 DE7661  PID         -  DE7661
 DE7661  STATE/COUNTY-  WI/MANITOWOC
 DE7661  COUNTRY     -  US
 DE7661  USGS QUAD   -  WHITELAW (2018)
 DE7661
 DE7661                         *CURRENT SURVEY CONTROL
 DE7661  ______________________________________________________________________
 DE7661* NAD 83(1986) POSITION- 44 11 21.21   (N) 087 51 32.54   (W)   HD_HELD1
 DE7661* NAVD 88 ORTHO HEIGHT -   266.545 (meters)      874.49  (feet) ADJUSTED
 DE7661  ______________________________________________________________________
 DE7661  GEOID HEIGHT    -        -36.054 (meters)                     GEOID18
 DE7661  DYNAMIC HEIGHT  -        266.503 (meters)      874.35  (feet) COMP
 DE7661  MODELED GRAVITY -    980,454.7   (mgal)                       NAVD 88
 DE7661
 DE7661  VERT ORDER      -  SECOND    CLASS I
 DE7661
 DE7661.The horizontal coordinates were determined by differentially corrected
 DE7661.hand held GPS observations or other comparable positioning techniques
 DE7661.and have an estimated accuracy of +/- 3 meters.
 DE7661
 DE7661.The orthometric height was determined by differential leveling and
 DE7661.adjusted by the WI DEPT OF TRANSP
 DE7661.in May 2012.
 DE7661
 DE7661.No vertical observational check was made to the station.
 DE7661
 DE7661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7661.GEOID18 height accuracy estimate available here.
 DE7661
 DE7661.Click photographs - Photos may exist for this station.
 DE7661
 DE7661.The dynamic height is computed by dividing the NAVD 88
 DE7661.geopotential number by the normal gravity value computed on the
 DE7661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7661.degrees latitude (g = 980.6199 gals.).
 DE7661
 DE7661.The modeled gravity was interpolated from observed gravity values.
 DE7661
 DE7661;                    North         East    Units  Estimated Accuracy
 DE7661;SPC WI S     -   245,410.1     771,157.5     MT  (+/- 3 meters HH1 GPS) 
 DE7661
 DE7661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3134693248(NAD 83)
 DE7661
 DE7661                          SUPERSEDED SURVEY CONTROL
 DE7661
 DE7661  NAVD 88 (04/20/07)  266.497  (m)          874.33   (f) SUPERSEDED  2 1
 DE7661  NAVD 88 (05/16/03)  266.534  (m)          874.45   (f) SUPERSEDED  2 1
 DE7661
 DE7661.Superseded values are not recommended for survey control.
 DE7661
 DE7661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7661.See file dsdata.pdf to determine how the superseded data were derived.
 DE7661
 DE7661_MARKER: DD = SURVEY DISK
 DE7661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7661_STAMPING: 4L07 2001
 DE7661_MARK LOGO: WIDT
 DE7661_PROJECTION: FLUSH
 DE7661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7661+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7661
 DE7661  HISTORY     - Date     Condition        Report By
 DE7661  HISTORY     - 2000     MONUMENTED       WIDT
 DE7661  HISTORY     - 20030619 GOOD             USPSQD
 DE7661  HISTORY     - 20050906 GOOD             WIDT
 DE7661  HISTORY     - 20061003 GOOD             USPSQD
 DE7661
 DE7661                          STATION DESCRIPTION
 DE7661
 DE7661'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7661'THE STATION IS LOCATED ABOUT 19 KM NORTHWEST OF MANITOWOC AND 9 KM
 DE7661'NORTHEAST OF REEDSVILLE.  OWNERSHIP--TOWN OF FRANKLIN.    TO REACH THE
 DE7661'STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY HIGHWAY V
 DE7661'(HILLCREST ROAD) ABOUT 13 KM NORTH-NORTHWEST OF THE CITY OF
 DE7661'MANITOWOC, GO WEST ON COUNTY HIGHWAY V (HILLCREST ROAD) FOR 5.6 KM TO
 DE7661'COUNTY HIGHWAY T, CONTINUE WEST ON HILLCREST ROAD FOR 4.0 KM TO
 DE7661'DECKER ROAD, TURN LEFT AND GO SOUTH ON DECKER ROAD FOR 0.8 KM TO TAUS
 DE7661'ROAD, TURN RIGHT AND GO WEST ON TAUS ROAD FOR 0.6 KM TO THE STATION
 DE7661'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7661'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7661'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7661'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 10.6 M SOUTH OF THE
 DE7661'CENTERLINE OF TAUS ROAD, 102 M WEST OF THE EXTENDED CENTERLINE OF
 DE7661'PRIVATE ENTRANCE --13502--, 61 M EAST OF THE EXTENDED CENTERLINE OF A
 DE7661'PRIVATE ENTRANCE, 25.1 M SOUTH-SOUTHEAST OF POWER POLE --2022-22W5--,
 DE7661'AND 0.9 M NORTH OF A WHITE PLASTIC WITNESS POST.  --NOTE--THIS
 DE7661'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7661'ABOVE THE HORIZON.
 DE7661
 DE7661                          STATION RECOVERY (2003)
 DE7661
 DE7661'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7661'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 DE7661'ABOUT 0.15 MILE EAST OF COUNTY HIGHWAY J ON TAUS ROAD.  THE UPPER PART
 DE7661'OF THE WHITE PLASTIC WITNESS POST HAS BEEN PAINTED PINK.
 DE7661
 DE7661                          STATION RECOVERY (2005)
 DE7661
 DE7661'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7661'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 61 M EAST OF THE
 DE7661'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --13616-- AND 0.9 M NORTH, 1.0
 DE7661'M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7661'
 DE7661
 DE7661                          STATION RECOVERY (2006)
 DE7661
 DE7661'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7660 ***********************************************************************
 DE7660  DESIGNATION -  4L08
 DE7660  PID         -  DE7660
 DE7660  STATE/COUNTY-  WI/MANITOWOC
 DE7660  COUNTRY     -  US
 DE7660  USGS QUAD   -  WHITELAW (2018)
 DE7660
 DE7660                         *CURRENT SURVEY CONTROL
 DE7660  ______________________________________________________________________
 DE7660* NAD 83(1986) POSITION- 44 11 47.65   (N) 087 51 06.17   (W)   HD_HELD1
 DE7660* NAVD 88 ORTHO HEIGHT -   255.294 (meters)      837.58  (feet) ADJUSTED
 DE7660  ______________________________________________________________________
 DE7660  GEOID HEIGHT    -        -36.056 (meters)                     GEOID18
 DE7660  DYNAMIC HEIGHT  -        255.254 (meters)      837.45  (feet) COMP
 DE7660  MODELED GRAVITY -    980,455.9   (mgal)                       NAVD 88
 DE7660
 DE7660  VERT ORDER      -  SECOND    CLASS I
 DE7660
 DE7660.The horizontal coordinates were determined by differentially corrected
 DE7660.hand held GPS observations or other comparable positioning techniques
 DE7660.and have an estimated accuracy of +/- 3 meters.
 DE7660
 DE7660.The orthometric height was determined by differential leveling and
 DE7660.adjusted by the WI DEPT OF TRANSP
 DE7660.in May 2012.
 DE7660
 DE7660.No vertical observational check was made to the station.
 DE7660
 DE7660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7660.GEOID18 height accuracy estimate available here.
 DE7660
 DE7660.Click photographs - Photos may exist for this station.
 DE7660
 DE7660.The dynamic height is computed by dividing the NAVD 88
 DE7660.geopotential number by the normal gravity value computed on the
 DE7660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7660.degrees latitude (g = 980.6199 gals.).
 DE7660
 DE7660.The modeled gravity was interpolated from observed gravity values.
 DE7660
 DE7660;                    North         East    Units  Estimated Accuracy
 DE7660;SPC WI S     -   246,241.0     771,721.9     MT  (+/- 3 meters HH1 GPS) 
 DE7660
 DE7660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3194094058(NAD 83)
 DE7660
 DE7660                          SUPERSEDED SURVEY CONTROL
 DE7660
 DE7660  NAVD 88 (04/20/07)  255.245  (m)          837.42   (f) SUPERSEDED  2 1
 DE7660  NAVD 88 (05/16/03)  255.283  (m)          837.54   (f) SUPERSEDED  2 1
 DE7660
 DE7660.Superseded values are not recommended for survey control.
 DE7660
 DE7660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7660.See file dsdata.pdf to determine how the superseded data were derived.
 DE7660
 DE7660_MARKER: DD = SURVEY DISK
 DE7660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7660_STAMPING: 4L08 2001
 DE7660_MARK LOGO: WIDT
 DE7660_PROJECTION: FLUSH
 DE7660_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7660+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7660
 DE7660  HISTORY     - Date     Condition        Report By
 DE7660  HISTORY     - 2000     MONUMENTED       WIDT
 DE7660  HISTORY     - 20030619 GOOD             USPSQD
 DE7660  HISTORY     - 20050906 GOOD             WIDT
 DE7660  HISTORY     - 20061003 GOOD             USPSQD
 DE7660
 DE7660                          STATION DESCRIPTION
 DE7660
 DE7660'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7660'THE STAION IS LOCATED ABOUT 19 KM EAST OF BRILLION AND 18 KM
 DE7660'NORTHWEST OF MANITOWOC.  OWNERSHIP--TOWN OF FRANKLIN.  TO REACH THE
 DE7660'STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY HIGHWAY V
 DE7660'(HILLCREST ROAD) ABOUT 13 KM NORTH-NORTHWEST OF THE CITY OF
 DE7660'MANITOWOC, GO WEST ON COUNTY HIGHWAY V (HILLCREST ROAD) FOR 5.6 KM TO
 DE7660'COUNTY HIGHWAY T, CONTINUE WEST ON HILLCREST ROAD FOR 4.0 KM TO
 DE7660'DECKER ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DE7660'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7660'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7660'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DE7660'IS 7.4 M WEST OF THE CENTERLINE OF DECKER ROAD, 44 M NORTH OF THE
 DE7660'EXTENDED CENTERLINE OF HILLCREST ROAD, 28.2 M SOUTHWEST OF POWER POLE
 DE7660'--2022-15R1--, 6 M EAST OF A CULTIVATED FIELD  AND 1.0 M EAST OF A
 DE7660'WHITE PLASTIC WITNESS POST.  --NOTE--THIS STATION HAS NO VISIBLE
 DE7660'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7660
 DE7660                          STATION RECOVERY (2003)
 DE7660
 DE7660'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7660'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE UPPER PART OF
 DE7660'THE WHITE PLASTIC WITNESS POST HAS BEEN PAINTED PINK.
 DE7660
 DE7660                          STATION RECOVERY (2005)
 DE7660
 DE7660'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7660'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DE7660'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7660'
 DE7660'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE A COTTONWOOD TREE 15 M
 DE7660'NORTH-NORTHWEST OF THE STATION EXTENDING TO 40 DEGREES ABOVE THE
 DE7660'HORIZON AND A TREE 5 M SOUTH-SOUTHWEST OF THE STATION EXTENDING TO 15
 DE7660'DEGREES ABOVE THE HORIZON.  THE OWNER OF THE PROPERTY STATES THAT THE
 DE7660'TREES ARE WILD GROWN AND MAY BE CUT DOWN.
 DE7660
 DE7660                          STATION RECOVERY (2006)
 DE7660
 DE7660'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7659 ***********************************************************************
 DE7659  DESIGNATION -  4L09
 DE7659  PID         -  DE7659
 DE7659  STATE/COUNTY-  WI/MANITOWOC
 DE7659  COUNTRY     -  US
 DE7659  USGS QUAD   -  WHITELAW (2018)
 DE7659
 DE7659                         *CURRENT SURVEY CONTROL
 DE7659  ______________________________________________________________________
 DE7659* NAD 83(1986) POSITION- 44 11 51.36   (N) 087 49 17.42   (W)   HD_HELD1
 DE7659* NAVD 88 ORTHO HEIGHT -   251.640 (meters)      825.59  (feet) ADJUSTED
 DE7659  ______________________________________________________________________
 DE7659  GEOID HEIGHT    -        -36.071 (meters)                     GEOID18
 DE7659  DYNAMIC HEIGHT  -        251.601 (meters)      825.46  (feet) COMP
 DE7659  MODELED GRAVITY -    980,456.8   (mgal)                       NAVD 88
 DE7659
 DE7659  VERT ORDER      -  SECOND    CLASS I
 DE7659
 DE7659.The horizontal coordinates were determined by differentially corrected
 DE7659.hand held GPS observations or other comparable positioning techniques
 DE7659.and have an estimated accuracy of +/- 3 meters.
 DE7659
 DE7659.The orthometric height was determined by differential leveling and
 DE7659.adjusted by the WI DEPT OF TRANSP
 DE7659.in May 2012.
 DE7659
 DE7659.No vertical observational check was made to the station.
 DE7659
 DE7659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7659.GEOID18 height accuracy estimate available here.
 DE7659
 DE7659.Click photographs - Photos may exist for this station.
 DE7659
 DE7659.The dynamic height is computed by dividing the NAVD 88
 DE7659.geopotential number by the normal gravity value computed on the
 DE7659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7659.degrees latitude (g = 980.6199 gals.).
 DE7659
 DE7659.The modeled gravity was interpolated from observed gravity values.
 DE7659
 DE7659;                    North         East    Units  Estimated Accuracy
 DE7659;SPC WI S     -   246,418.1     774,133.1     MT  (+/- 3 meters HH1 GPS) 
 DE7659
 DE7659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3435594148(NAD 83)
 DE7659
 DE7659                          SUPERSEDED SURVEY CONTROL
 DE7659
 DE7659  NAVD 88 (04/20/07)  251.590  (m)          825.42   (f) SUPERSEDED  2 1
 DE7659  NAVD 88 (05/16/03)  251.630  (m)          825.56   (f) SUPERSEDED  2 1
 DE7659
 DE7659.Superseded values are not recommended for survey control.
 DE7659
 DE7659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7659.See file dsdata.pdf to determine how the superseded data were derived.
 DE7659
 DE7659_MARKER: DD = SURVEY DISK
 DE7659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7659_STAMPING: 4L09 2001
 DE7659_MARK LOGO: WIDT
 DE7659_PROJECTION: FLUSH
 DE7659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7659+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7659
 DE7659  HISTORY     - Date     Condition        Report By
 DE7659  HISTORY     - 2000     MONUMENTED       WIDT
 DE7659  HISTORY     - 20030619 GOOD             USPSQD
 DE7659  HISTORY     - 20050906 GOOD             WIDT
 DE7659  HISTORY     - 20061003 GOOD             USPSQD
 DE7659
 DE7659                          STATION DESCRIPTION
 DE7659
 DE7659'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7659'THE STATION IS LOCATED ABOUT 18 KM NORTHWEST OF MANITOWOC AND 15 KM
 DE7659'WEST-SOUTHWEST OF MISHICOT. OWNERSHIP--MANITOWOC COUNTY. TO REACH THE
 DE7659'STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY HIGHWAY V
 DE7659'(HILLCREST ROAD) ABOUT 13 KM NORTH-NORTHWEST OF THE CITY OF
 DE7659'MANITOWOC, GO WEST ON COUNTY HIGHWAY V (HILLCREST ROAD) FOR 5.6 KM TO
 DE7659'COUNTY HIGHWAY T, CONTINUE WEST ON HILLCREST ROAD FOR 1.6 KM TO
 DE7659'MADSON ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON MADSON ROAD FOR
 DE7659'0.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DE7659'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7659'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7659'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DE7659'IS 9.2 M EAST OF THE CENTERLINE OF MADSON ROAD, 31 M OF THE
 DE7659'CENTERLINE OF A FIELD ENTRANCE, 2 M WEST OF A CULTIVATED FIELD, AND
 DE7659'1.0 M WEST OF A WHITE PLASTIC WITNESS POST.  --NOTE--THIS STATION HAS
 DE7659'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7659'HORIZON.
 DE7659
 DE7659                          STATION RECOVERY (2003)
 DE7659
 DE7659'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7659'THE STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 31
 DE7659'M NORTH OF THE FIELD ENTRANCE.  THE UPPER PART OF THE WHITE PLASTIC
 DE7659'WITNESS POST HAS BEEN PAINTED PINK.
 DE7659
 DE7659                          STATION RECOVERY (2005)
 DE7659
 DE7659'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7659'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7659'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7659
 DE7659                          STATION RECOVERY (2006)
 DE7659
 DE7659'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7659'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7657 ***********************************************************************
 DE7657  DESIGNATION -  4L10
 DE7657  PID         -  DE7657
 DE7657  STATE/COUNTY-  WI/MANITOWOC
 DE7657  COUNTRY     -  US
 DE7657  USGS QUAD   -  WHITELAW (2018)
 DE7657
 DE7657                         *CURRENT SURVEY CONTROL
 DE7657  ______________________________________________________________________
 DE7657* NAD 83(1986) POSITION- 44 11 48.09   (N) 087 46 55.39   (W)   HD_HELD1
 DE7657* NAVD 88 ORTHO HEIGHT -   240.647 (meters)      789.52  (feet) ADJUSTED
 DE7657  ______________________________________________________________________
 DE7657  GEOID HEIGHT    -        -36.096 (meters)                     GEOID18
 DE7657  DYNAMIC HEIGHT  -        240.610 (meters)      789.40  (feet) COMP
 DE7657  MODELED GRAVITY -    980,458.0   (mgal)                       NAVD 88
 DE7657
 DE7657  VERT ORDER      -  SECOND    CLASS I
 DE7657
 DE7657.The horizontal coordinates were determined by differentially corrected
 DE7657.hand held GPS observations or other comparable positioning techniques
 DE7657.and have an estimated accuracy of +/- 3 meters.
 DE7657
 DE7657.The orthometric height was determined by differential leveling and
 DE7657.adjusted by the WI DEPT OF TRANSP
 DE7657.in May 2012.
 DE7657
 DE7657.No vertical observational check was made to the station.
 DE7657
 DE7657.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7657.GEOID18 height accuracy estimate available here.
 DE7657
 DE7657.Click photographs - Photos may exist for this station.
 DE7657
 DE7657.The dynamic height is computed by dividing the NAVD 88
 DE7657.geopotential number by the normal gravity value computed on the
 DE7657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7657.degrees latitude (g = 980.6199 gals.).
 DE7657
 DE7657.The modeled gravity was interpolated from observed gravity values.
 DE7657
 DE7657;                    North         East    Units  Estimated Accuracy
 DE7657;SPC WI S     -   246,400.4     777,288.6     MT  (+/- 3 meters HH1 GPS) 
 DE7657
 DE7657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3750794016(NAD 83)
 DE7657
 DE7657                          SUPERSEDED SURVEY CONTROL
 DE7657
 DE7657  NAVD 88 (04/20/07)  240.597  (m)          789.36   (f) SUPERSEDED  2 1
 DE7657  NAVD 88 (05/16/03)  240.637  (m)          789.49   (f) SUPERSEDED  2 1
 DE7657
 DE7657.Superseded values are not recommended for survey control.
 DE7657
 DE7657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7657.See file dsdata.pdf to determine how the superseded data were derived.
 DE7657
 DE7657_MARKER: DD = SURVEY DISK
 DE7657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7657_STAMPING: 4L10 2001
 DE7657_MARK LOGO: WIDT
 DE7657_PROJECTION: FLUSH
 DE7657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7657+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7657
 DE7657  HISTORY     - Date     Condition        Report By
 DE7657  HISTORY     - 2000     MONUMENTED       WIDT
 DE7657  HISTORY     - 20030619 GOOD             USPSQD
 DE7657  HISTORY     - 20050906 GOOD             WIDT
 DE7657  HISTORY     - 20061003 GOOD             USPSQD
 DE7657
 DE7657                          STATION DESCRIPTION
 DE7657
 DE7657'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7657'THE STATION IS LOCATED ABOUT 16 KM NORTH-NORTHWEST OF MANITOWOC AND
 DE7657'11 KM SOUTHWEST OF MISHICOT. OWNERSHIP--MANITOWOC COUNTY.  TO REACH
 DE7657'THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY HIGHWAY V
 DE7657'(HILLCREST ROAD) ABOUT 13 KM NORTH-NORTHWEST OF THE CITY OF
 DE7657'MANITOWOC, GO WEST ON COUNTY HIGHWAY V FOR 4.0 KM TO WAGE ROAD AND
 DE7657'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7657'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL DISK STATION SET
 DE7657'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7657'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.9 M
 DE7657'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY V (HILLCREST ROAD), 38.8 M
 DE7657'(127.3 FT) WEST OF THE CENTERLINE OF WAGE ROAD, 37.1 M NORTHWEST OF
 DE7657'TELEPHONE PEDESTAL --1285--. --NOTE--THIS STATION HAS NO VISIBLE
 DE7657'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7657
 DE7657                          STATION RECOVERY (2003)
 DE7657
 DE7657'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7657'RECOVERED IN GOOD CONDITION.
 DE7657
 DE7657                          STATION RECOVERY (2005)
 DE7657
 DE7657'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7657'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M SOUTH, 0.9 M
 DE7657'NORTHWEST, AND 0.9 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7657
 DE7657                          STATION RECOVERY (2006)
 DE7657
 DE7657'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7657'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7656 ***********************************************************************
 DE7656  DESIGNATION -  4L11
 DE7656  PID         -  DE7656
 DE7656  STATE/COUNTY-  WI/MANITOWOC
 DE7656  COUNTRY     -  US
 DE7656  USGS QUAD   -  WHITELAW (2018)
 DE7656
 DE7656                         *CURRENT SURVEY CONTROL
 DE7656  ______________________________________________________________________
 DE7656* NAD 83(1986) POSITION- 44 11 48.6    (N) 087 45 30.4    (W)   HD_HELD2
 DE7656* NAVD 88 ORTHO HEIGHT -   228.869 (meters)      750.88  (feet) ADJUSTED
 DE7656  ______________________________________________________________________
 DE7656  GEOID HEIGHT    -        -36.114 (meters)                     GEOID18
 DE7656  DYNAMIC HEIGHT  -        228.833 (meters)      750.76  (feet) COMP
 DE7656  MODELED GRAVITY -    980,458.8   (mgal)                       NAVD 88
 DE7656
 DE7656  VERT ORDER      -  SECOND    CLASS I
 DE7656
 DE7656.The horizontal coordinates were established by autonomous hand held GPS
 DE7656.observations and have an estimated accuracy of +/- 10 meters.
 DE7656
 DE7656.The orthometric height was determined by differential leveling and
 DE7656.adjusted by the WI DEPT OF TRANSP
 DE7656.in May 2012.
 DE7656
 DE7656.No vertical observational check was made to the station.
 DE7656
 DE7656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7656.GEOID18 height accuracy estimate available here.
 DE7656
 DE7656.Click photographs - Photos may exist for this station.
 DE7656
 DE7656.The dynamic height is computed by dividing the NAVD 88
 DE7656.geopotential number by the normal gravity value computed on the
 DE7656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7656.degrees latitude (g = 980.6199 gals.).
 DE7656
 DE7656.The modeled gravity was interpolated from observed gravity values.
 DE7656
 DE7656;                    North         East    Units  Estimated Accuracy
 DE7656;SPC WI S     -   246,467.      779,175.      MT  (+/- 10 meters HH2 GPS)
 DE7656
 DE7656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3939394014(NAD 83)
 DE7656
 DE7656                          SUPERSEDED SURVEY CONTROL
 DE7656
 DE7656  NAVD 88 (04/20/07)  228.818  (m)          750.71   (f) SUPERSEDED  2 1
 DE7656  NAVD 88 (05/16/03)  228.859  (m)          750.85   (f) SUPERSEDED  2 1
 DE7656
 DE7656.Superseded values are not recommended for survey control.
 DE7656
 DE7656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7656.See file dsdata.pdf to determine how the superseded data were derived.
 DE7656
 DE7656_MARKER: DD = SURVEY DISK
 DE7656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7656_STAMPING: 4L11 2001
 DE7656_MARK LOGO: WIDT
 DE7656_PROJECTION: FLUSH
 DE7656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7656+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DE7656
 DE7656  HISTORY     - Date     Condition        Report By
 DE7656  HISTORY     - 2000     MONUMENTED       WIDT
 DE7656  HISTORY     - 20030619 GOOD             USPSQD
 DE7656  HISTORY     - 20050906 GOOD             WIDT
 DE7656  HISTORY     - 20061003 GOOD             USPSQD
 DE7656
 DE7656                          STATION DESCRIPTION
 DE7656
 DE7656'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7656'THE STATION IS LOCATED ABOUT 14 KM NORTH-NORTHWEST OF MANITOWOC AND
 DE7656'11 KM SOUTHWEST OF MISHICOT. OWNERSHIP--MANITOWOC COUNTY.  TO REACH
 DE7656'THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY HIGHWAY V
 DE7656'(HILLCREST ROAD) ABOUT 13 KM NORTH-NORTHWEST OF THE CITY OF
 DE7656'MANITOWOC, GO WEST ON COUNTY HIGHWAY V (HILLCREST ROAD) FOR 1.6 KM TO
 DE7656'SEIDEL ROAD, CONTINUE WEST FOR 0.6 KM TO THE STATION ON THE RIGHT.
 DE7656'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7656'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7656'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7656'THE HIGHWAY PAVEMENT.  THE STATION IS 10.2 M NORTH OF THE CENTERLINE
 DE7656'OF COUNTY HIGHWAY V (HILLCREST ROAD) , 76 M EAST OF THE CENTERLINE OF
 DE7656'PRIVATE ENTRANCE --7627--, 37.7 M NORTHWEST OF UTILITY POLE
 DE7656'--2023-21W8--, 3.5 M WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 1.0
 DE7656'M SOUTH OF A WOOD CORNER FENCE POST, AND 0.9 M SOUTH OF A WHITE
 DE7656'PLASTIC WITNESS POST.  --NOTE--THIS STATION HAS NO VISIBLE
 DE7656'OBSTRUCTIONS EXTENDING ABOVE 15 DEGREES ABOVE THE HORIZON.
 DE7656
 DE7656                          STATION RECOVERY (2003)
 DE7656
 DE7656'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7656'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE UPPER PART OF
 DE7656'THE WHITE PLASTIC WITNESS POST HAS BEEN PAINTED PINK.
 DE7656
 DE7656                          STATION RECOVERY (2005)
 DE7656
 DE7656'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7656'RECOVERED IN GOOD CONDITION.  NOTE-- THERE ARE LETTERS CHISELED INTO
 DE7656'THE TOP OF THE CONCRETE POST.  THE STATION IS 76 M EAST OF THE
 DE7656'EXTENDED CENTERLINE TO PRIVATE ENTRANCE --7627--.  ADD-- THE STATION
 DE7656'IS 0.7 M SOUTH, 0.8 M NORTHWEST, AND 0.8 M NORTHEAST OF THREE WHITE
 DE7656'PLASTIC WITNESS POSTS.
 DE7656
 DE7656                          STATION RECOVERY (2006)
 DE7656
 DE7656'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7656'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7655 ***********************************************************************
 DE7655  DESIGNATION -  4L12
 DE7655  PID         -  DE7655
 DE7655  STATE/COUNTY-  WI/MANITOWOC
 DE7655  COUNTRY     -  US
 DE7655  USGS QUAD   -  MISHICOT (2018)
 DE7655
 DE7655                         *CURRENT SURVEY CONTROL
 DE7655  ______________________________________________________________________
 DE7655* NAD 83(2011) POSITION- 44 11 51.28117(N) 087 43 57.77081(W)   ADJUSTED
 DE7655* NAD 83(2011) ELLIP HT-   195.093 (meters)        (04/14/17)   ADJUSTED
 DE7655* NAD 83(2011) EPOCH   -  2010.00
 DE7655* NAVD 88 ORTHO HEIGHT -   231.225 (meters)      758.61  (feet) ADJUSTED
 DE7655  ______________________________________________________________________
 DE7655  GEOID HEIGHT    -        -36.136 (meters)                     GEOID18
 DE7655  NAD 83(2011) X  -    181,204.048 (meters)                     COMP
 DE7655  NAD 83(2011) Y  - -4,576,752.951 (meters)                     COMP
 DE7655  NAD 83(2011) Z  -  4,423,993.482 (meters)                     COMP
 DE7655  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 DE7655  DYNAMIC HEIGHT  -        231.190 (meters)      758.50  (feet) COMP
 DE7655  MODELED GRAVITY -    980,460.0   (mgal)                       NAVD 88
 DE7655
 DE7655  VERT ORDER      -  SECOND    CLASS I
 DE7655
 DE7655  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7655  Standards:
 DE7655         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7655            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7655  -------------------------------------------------------------------
 DE7655  NETWORK    0.46   0.71           0.20   0.17   0.36      0.07209796
 DE7655  -------------------------------------------------------------------
 DE7655  Click here for local accuracies and other accuracy information.
 DE7655
 DE7655.The horizontal coordinates were established by GPS observations
 DE7655.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DE7655
 DE7655.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7655.been affixed to the stable North American tectonic plate. See 
 DE7655.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7655
 DE7655.The horizontal coordinates are valid at the epoch date displayed above
 DE7655.which is a decimal equivalence of Year/Month/Day.
 DE7655
 DE7655.The orthometric height was determined by differential leveling and
 DE7655.adjusted by the WI DEPT OF TRANSP
 DE7655.in May 2012.
 DE7655
 DE7655.No vertical observational check was made to the station.
 DE7655
 DE7655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7655.GEOID18 height accuracy estimate available here.
 DE7655
 DE7655.Click photographs - Photos may exist for this station.
 DE7655
 DE7655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7655
 DE7655.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7655
 DE7655.The ellipsoidal height was determined by GPS observations
 DE7655.and is referenced to NAD 83.
 DE7655
 DE7655.The dynamic height is computed by dividing the NAVD 88
 DE7655.geopotential number by the normal gravity value computed on the
 DE7655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7655.degrees latitude (g = 980.6199 gals.).
 DE7655
 DE7655.The modeled gravity was interpolated from observed gravity values.
 DE7655
 DE7655. The following values were computed from the NAD 83(2011) position.
 DE7655
 DE7655;                    North         East     Units Scale Factor Converg.
 DE7655;SPC WI S     -   246,604.907   781,228.778   MT  1.00002923   +1 33 28.3
 DE7655;SPC WI S     -   809,069.60  2,563,081.42   sFT  1.00002923   +1 33 28.3
 DE7655;UTM  16      - 4,894,078.782   441,450.545   MT  0.99964216   -0 30 38.9
 DE7655
 DE7655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7655!SPC WI S     -   0.99996941  x   1.00002923  =   0.99999864
 DE7655!UTM  16      -   0.99996941  x   0.99964216  =   0.99961158
 DE7655
 DE7655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4145094078(NAD 83)
 DE7655
 DE7655                          SUPERSEDED SURVEY CONTROL
 DE7655
 DE7655  NAVD 88 (04/20/07)  231.174  (m)          758.44   (f) SUPERSEDED  2 1
 DE7655  NAVD 88 (05/16/03)  231.216  (m)          758.58   (f) SUPERSEDED  2 1
 DE7655
 DE7655.Superseded values are not recommended for survey control.
 DE7655
 DE7655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7655.See file dsdata.pdf to determine how the superseded data were derived.
 DE7655
 DE7655_MARKER: DD = SURVEY DISK
 DE7655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7655_STAMPING: 4L12 2001
 DE7655_MARK LOGO: WIDT
 DE7655_PROJECTION: FLUSH
 DE7655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7655+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DE7655
 DE7655  HISTORY     - Date     Condition        Report By
 DE7655  HISTORY     - 2000     MONUMENTED       WIDT
 DE7655  HISTORY     - 20030619 GOOD             USPSQD
 DE7655  HISTORY     - 20050906 GOOD             WIDT
 DE7655  HISTORY     - 20061003 GOOD             USPSQD
 DE7655  HISTORY     - 20150420 GOOD             WIDT
 DE7655
 DE7655                          STATION DESCRIPTION
 DE7655
 DE7655'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7655'THE STATION IS LOCATED ABOUT 13 KM NORTH-NORTHWEST OF MANITOWOC AND 8
 DE7655'KM SOUTHWEST OF MISHICOT. OWNERSHIP--TOWN OF KOSSUTH.  TO REACH THE
 DE7655'STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY HIGHWAY V
 DE7655'ABOUT 13 KM NORTH-NORTHWEST OF THE CITY OF MANITOWOC, GO WEST ON
 DE7655'COUNTY HIGHWAY V FOR 0.2 KM TO DIAMOND ROAD AND THE STATION ON THE
 DE7655'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7655'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7655'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7655'THE ROAD PAVEMENT.  THE STATION IS 7.3 M WEST OF THE CENTERLINE OF
 DE7655'DIAMOND ROAD, 57.2 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY V, 82
 DE7655'M SOUTH OF POWER POLE --2023 15L21--, 38.3 M NORTH-NORTHEAST OF A
 DE7655'TELEPHONE PEDESTAL, 26.6 M NORTHWEST OF A WOOD POST FOR A --DEAD
 DE7655'END-- SIGN, AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST. --NOTE
 DE7655'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DE7655'DEGREES ABOVE THE HORIZON.
 DE7655
 DE7655                          STATION RECOVERY (2003)
 DE7655
 DE7655'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7655'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE UPPER PART OF
 DE7655'THE WHITE PLASTIC WITNESS POST HAS BEEN PAINTED PINK.  THE DISK IS
 DE7655'ENCIRCLED WITH ORANGE-PINK PAINT.
 DE7655
 DE7655                          STATION RECOVERY (2005)
 DE7655
 DE7655'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7655'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 89 M WEST OF
 DE7655'THE INTERSTATE 43 SOUTHBOUND OFF RAMP AND 1.0 M EAST, 1.0 M NORTHWEST,
 DE7655'AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7655
 DE7655                          STATION RECOVERY (2006)
 DE7655
 DE7655'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7655'RECOVERED IN GOOD CONDITION.
 DE7655
 DE7655                          STATION RECOVERY (2015)
 DE7655
 DE7655'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DE7655'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7647 ***********************************************************************
 DE7647  DESIGNATION -  4L26
 DE7647  PID         -  DE7647
 DE7647  STATE/COUNTY-  WI/MANITOWOC
 DE7647  COUNTRY     -  US
 DE7647  USGS QUAD   -  VALDERS (2018)
 DE7647
 DE7647                         *CURRENT SURVEY CONTROL
 DE7647  ______________________________________________________________________
 DE7647* NAD 83(1986) POSITION- 44 05 29.70   (N) 087 59 56.44   (W)   HD_HELD1
 DE7647* NAVD 88 ORTHO HEIGHT -   244.775 (meters)      803.07  (feet) ADJUSTED
 DE7647  ______________________________________________________________________
 DE7647  GEOID HEIGHT    -        -36.045 (meters)                     GEOID18
 DE7647  DYNAMIC HEIGHT  -        244.732 (meters)      802.92  (feet) COMP
 DE7647  MODELED GRAVITY -    980,437.5   (mgal)                       NAVD 88
 DE7647
 DE7647  VERT ORDER      -  SECOND    CLASS I
 DE7647
 DE7647.The horizontal coordinates were determined by differentially corrected
 DE7647.hand held GPS observations or other comparable positioning techniques
 DE7647.and have an estimated accuracy of +/- 3 meters.
 DE7647
 DE7647.The orthometric height was determined by differential leveling and
 DE7647.adjusted by the WI DEPT OF TRANSP
 DE7647.in May 2012.
 DE7647
 DE7647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7647.GEOID18 height accuracy estimate available here.
 DE7647
 DE7647.Click photographs - Photos may exist for this station.
 DE7647
 DE7647.The dynamic height is computed by dividing the NAVD 88
 DE7647.geopotential number by the normal gravity value computed on the
 DE7647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7647.degrees latitude (g = 980.6199 gals.).
 DE7647
 DE7647.The modeled gravity was interpolated from observed gravity values.
 DE7647
 DE7647;                    North         East    Units  Estimated Accuracy
 DE7647;SPC WI S     -   234,285.7     760,230.1     MT  (+/- 3 meters HH1 GPS) 
 DE7647
 DE7647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2002882530(NAD 83)
 DE7647
 DE7647                          SUPERSEDED SURVEY CONTROL
 DE7647
 DE7647  NAVD 88 (04/20/07)  244.732  (m)          802.92   (f) SUPERSEDED  2 1
 DE7647  NAVD 88 (05/16/03)  244.766  (m)          803.04   (f) SUPERSEDED  2 1
 DE7647
 DE7647.Superseded values are not recommended for survey control.
 DE7647
 DE7647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7647.See file dsdata.pdf to determine how the superseded data were derived.
 DE7647
 DE7647_MARKER: DD = SURVEY DISK
 DE7647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7647_STAMPING: 4L26 2001
 DE7647_MARK LOGO: WIDT
 DE7647_PROJECTION: FLUSH
 DE7647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7647+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 DE7647
 DE7647  HISTORY     - Date     Condition        Report By
 DE7647  HISTORY     - 2001     MONUMENTED       WIDT
 DE7647  HISTORY     - 20030619 GOOD             USPSQD
 DE7647  HISTORY     - 20060420 GOOD             WIDT
 DE7647
 DE7647                          STATION DESCRIPTION
 DE7647
 DE7647'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7647'THE STATION IS LOCATED ABOUT 49 KM NORTHEAST OF FOND DU LAC, 33 KM
 DE7647'SOUTHEAST OF APPLETON, 26 KM WEST OF MANITOWOC.  OWNERSHIP--
 DE7647'MANITOWOC COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DE7647'HIGHWAY 151 WITH STATE HIGHWAY 67 ABOUT 25 KM WEST-SOUTHWEST OF THE
 DE7647'CITY OF MANITOWOC, GO EAST ON US HIGHWAY FOR 2.3 KM TO HICKORY HILLS
 DE7647'ROAD, CONTINUE EAST ON US HIGHWAY 151 FOR 4.0 KM TO COUNTY HIGHWAY W,
 DE7647'TURN LEFT AND GO NORTH ON COUNTY W FOR 5.2 KM TO COUNTY HIGHWAY JJ,
 DE7647'TURN LEFT AND GO WEST ON COUNTY HIGHWAY JJ FOR 1.6 KM TO ROCKEA ROAD
 DE7647'ON THE RIGHT, CONTINUE WEST ON COUNTY HIGHWAY JJ 0.5 KM TO THE
 DE7647'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7647'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7647'A 41 CM DIAMETER ROUND CONCRETE POST ABOUT 1.0 M BELOW HIGHWAY
 DE7647'PAVEMENT.  THE STATION IS 9.4 M SOUTH OF THE CENTERLINE OF COUNTY
 DE7647'HIGHWAY JJ, 153 M WEST OF WOODED SIGN --CURVE 45MPH--, 56.2 M
 DE7647'EAST-SOUTHEAST OF WOODEN SIGN --4 WAY INTERSECTION--, 30.2 M EAST OF
 DE7647'METAL POST -- BURIED CABLE--, 0.3 KM EAST OF HICKORY HILLS ROAD, 1.0
 DE7647'M NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---  THIS STATION
 DE7647'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7647'THE HORIZON.
 DE7647
 DE7647                          STATION RECOVERY (2003)
 DE7647
 DE7647'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7647'RECOVERED IN GOOD CONDITION.
 DE7647
 DE7647                          STATION RECOVERY (2006)
 DE7647
 DE7647'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7647'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14.6 M (NOT 30.2 M)
 DE7647'EAST OF A --BURIED CABLE-- METAL SIGN POST, 33.1 M EAST OF THE TOP
 DE7647'CENTER OF A GALVANIZED METAL CULVERT, AND 1.0 M NORTH, 1.0 M
 DE7647'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7647'NOTE1-- THE MONUMENT IS RECESSED 4 CM BELOW GROUND LEVEL.  NOTE2--
 DE7647'THERE IS NO WOODEN --4 WAY INTERSECTION-- SIGN POST PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7648 ***********************************************************************
 DE7648  DESIGNATION -  4L27
 DE7648  PID         -  DE7648
 DE7648  STATE/COUNTY-  WI/MANITOWOC
 DE7648  COUNTRY     -  US
 DE7648  USGS QUAD   -  VALDERS (2018)
 DE7648
 DE7648                         *CURRENT SURVEY CONTROL
 DE7648  ______________________________________________________________________
 DE7648* NAD 83(1986) POSITION- 44 05 03.41   (N) 087 58 26.87   (W)   HD_HELD1
 DE7648* NAVD 88 ORTHO HEIGHT -   246.364 (meters)      808.28  (feet) ADJUSTED
 DE7648  ______________________________________________________________________
 DE7648  GEOID HEIGHT    -        -36.040 (meters)                     GEOID18
 DE7648  DYNAMIC HEIGHT  -        246.320 (meters)      808.13  (feet) COMP
 DE7648  MODELED GRAVITY -    980,436.6   (mgal)                       NAVD 88
 DE7648
 DE7648  VERT ORDER      -  SECOND    CLASS I
 DE7648
 DE7648.The horizontal coordinates were determined by differentially corrected
 DE7648.hand held GPS observations or other comparable positioning techniques
 DE7648.and have an estimated accuracy of +/- 3 meters.
 DE7648
 DE7648.The orthometric height was determined by differential leveling and
 DE7648.adjusted by the WI DEPT OF TRANSP
 DE7648.in May 2012.
 DE7648
 DE7648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7648.GEOID18 height accuracy estimate available here.
 DE7648
 DE7648.Click photographs - Photos may exist for this station.
 DE7648
 DE7648.The dynamic height is computed by dividing the NAVD 88
 DE7648.geopotential number by the normal gravity value computed on the
 DE7648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7648.degrees latitude (g = 980.6199 gals.).
 DE7648
 DE7648.The modeled gravity was interpolated from observed gravity values.
 DE7648
 DE7648;                    North         East    Units  Estimated Accuracy
 DE7648;SPC WI S     -   233,522.6     762,241.7     MT  (+/- 3 meters HH1 GPS) 
 DE7648
 DE7648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2201081695(NAD 83)
 DE7648
 DE7648                          SUPERSEDED SURVEY CONTROL
 DE7648
 DE7648  NAVD 88 (04/20/07)  246.320  (m)          808.13   (f) SUPERSEDED  2 1
 DE7648  NAVD 88 (05/16/03)  246.356  (m)          808.25   (f) SUPERSEDED  2 1
 DE7648
 DE7648.Superseded values are not recommended for survey control.
 DE7648
 DE7648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7648.See file dsdata.pdf to determine how the superseded data were derived.
 DE7648
 DE7648_MARKER: DD = SURVEY DISK
 DE7648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7648_STAMPING: 4L27 2001
 DE7648_MARK LOGO: WIDT
 DE7648_PROJECTION: FLUSH
 DE7648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7648+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 DE7648
 DE7648  HISTORY     - Date     Condition        Report By
 DE7648  HISTORY     - 2001     MONUMENTED       WIDT
 DE7648  HISTORY     - 20030619 GOOD             USPSQD
 DE7648  HISTORY     - 20060420 GOOD             WIDT
 DE7648
 DE7648                          STATION DESCRIPTION
 DE7648
 DE7648'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7648'THE STATION IS LOCATED ABOUT 50 KM NORTHEAST OF FOND DU LAC, 37 KM
 DE7648'SOUTHEAST OF APPLETON, AND 24 KM WEST OF MANITOWOC.  OWNERSHIP--
 DE7648'MANITOWOC COUNTY.  TO REACH THE STATION FROM THE JUNCTION US HIGHWAY
 DE7648'151 FOR 4.0 KM TO OLD ROUTE 32 ON THE LEFT, TURN LEFT AND GO NORTH
 DE7648'3.2 KM TO MARSH ROAD, CONTINUE NORTH ON OLD ROUTE 32 FOR 1.9 KM TO
 DE7648'COUNTY HIGHWAY JJ, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY JJ FOR
 DE7648'0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7648'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7648'IN THE TOP OF A 41 CM DIAMETER ROUND POST 25.7 M DEEP ABOUT LEVEL
 DE7648'WITH HIGHWAY PAVEMENT.   THE STATION IS 12.5 M NORTH OF THE CENTERLINE
 DE7648'OF COUNTY HIGHWAY JJ, 64.8 M WEST OF WOOD POST --JCT CTH W-- SIGN,
 DE7648'43.5 M NORTHWEST OF TELEPHONE POLE --921-27-L2--, 30.0 M EAST OF
 DE7648'NORTHERN MOST --RR CROSSING-- SIGN (WOOD POST), 0.9 M SOUTH OF A
 DE7648'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7648'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7648
 DE7648                          STATION RECOVERY (2003)
 DE7648
 DE7648'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7648'RECOVERED IN GOOD CONDITION.
 DE7648
 DE7648                          STATION RECOVERY (2006)
 DE7648
 DE7648'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7648'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M SOUTH, 1.0 M
 DE7648'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7721 ***********************************************************************
 DE7721  DESIGNATION -  4L28
 DE7721  PID         -  DE7721
 DE7721  STATE/COUNTY-  WI/MANITOWOC
 DE7721  COUNTRY     -  US
 DE7721  USGS QUAD   -  VALDERS (2018)
 DE7721
 DE7721                         *CURRENT SURVEY CONTROL
 DE7721  ______________________________________________________________________
 DE7721* NAD 83(1986) POSITION- 44 04 30.98   (N) 087 55 37.12   (W)   HD_HELD1
 DE7721* NAVD 88 ORTHO HEIGHT -   247.498 (meters)      812.00  (feet) ADJUSTED
 DE7721  ______________________________________________________________________
 DE7721  GEOID HEIGHT    -        -36.035 (meters)                     GEOID18
 DE7721  DYNAMIC HEIGHT  -        247.454 (meters)      811.86  (feet) COMP
 DE7721  MODELED GRAVITY -    980,436.1   (mgal)                       NAVD 88
 DE7721
 DE7721  VERT ORDER      -  SECOND    CLASS I
 DE7721
 DE7721.The horizontal coordinates were determined by differentially corrected
 DE7721.hand held GPS observations or other comparable positioning techniques
 DE7721.and have an estimated accuracy of +/- 3 meters.
 DE7721
 DE7721.The orthometric height was determined by differential leveling and
 DE7721.adjusted by the WI DEPT OF TRANSP
 DE7721.in May 2012.
 DE7721
 DE7721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7721.GEOID18 height accuracy estimate available here.
 DE7721
 DE7721.Click photographs - Photos may exist for this station.
 DE7721
 DE7721.The dynamic height is computed by dividing the NAVD 88
 DE7721.geopotential number by the normal gravity value computed on the
 DE7721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7721.degrees latitude (g = 980.6199 gals.).
 DE7721
 DE7721.The modeled gravity was interpolated from observed gravity values.
 DE7721
 DE7721;                    North         East    Units  Estimated Accuracy
 DE7721;SPC WI S     -   232,614.8     766,042.1     MT  (+/- 3 meters HH1 GPS) 
 DE7721
 DE7721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2577480650(NAD 83)
 DE7721
 DE7721                          SUPERSEDED SURVEY CONTROL
 DE7721
 DE7721  NAVD 88 (04/20/07)  247.454  (m)          811.86   (f) SUPERSEDED  2 1
 DE7721  NAVD 88 (05/16/03)  247.493  (m)          811.98   (f) SUPERSEDED  2 1
 DE7721
 DE7721.Superseded values are not recommended for survey control.
 DE7721
 DE7721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7721.See file dsdata.pdf to determine how the superseded data were derived.
 DE7721
 DE7721_MARKER: DD = SURVEY DISK
 DE7721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7721_STAMPING: 4L28 2001
 DE7721_MARK LOGO: WIDT
 DE7721_PROJECTION: FLUSH
 DE7721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7721+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 DE7721
 DE7721  HISTORY     - Date     Condition        Report By
 DE7721  HISTORY     - 20000823 MONUMENTED       WIDT
 DE7721  HISTORY     - 20030619 GOOD             USPSQD
 DE7721  HISTORY     - 20060420 GOOD             WIDT
 DE7721
 DE7721                          STATION DESCRIPTION
 DE7721
 DE7721'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7721'THIS STATION IS LOCATED ABOUT 40 KM SOUTHEAST OF APPLETON, 37 KM
 DE7721'NORTH-NORTHWEST OF SHEBOYGAN, AND 21 KM WEST OF MANITOWOC.
 DE7721'OWNERSHIP--MANITOWOC COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7721'OF US HIGHWAY 151 WITH STATE HIGHWAY 67 ABOUT 26 KM WEST OF THE CITY
 DE7721'OF MANITOWOC, GO EAST ON US HIGHWAY 151 FOR 4.0 KM TO OLD ROUTE 32 ON
 DE7721'THE LEFT, TURN LEFT AND GO NORTH ON OLD ROUTE ROAD 32 FOR 2.2 KM TO
 DE7721'COUNTY HIGHWAY JJ, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY JJ FOR
 DE7721'4.2 KM TO QUARRY ROAD, CONTINUE EAST ON COUNTY HIGHWAY JJ FOR 45 M TO
 DE7721'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7721'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7721'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7721'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.6 M
 DE7721'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY JJ, ABOUT 109 M WEST OF A
 DE7721'BRIDGE ON THE WEST END OF THE SOUTH RAIL, 46.5 M WEST-NORTHWEST OF A
 DE7721'TELEPHONE POLE --1921-36 E13--, 45 M EAST OF THE CENTERLINE OF QUARRY
 DE7721'ROAD, AND 0.8 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7721'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7721'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7721
 DE7721                          STATION RECOVERY (2003)
 DE7721
 DE7721'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7721'RECOVERED IN GOOD CONDITION.
 DE7721
 DE7721                          STATION RECOVERY (2006)
 DE7721
 DE7721'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7721'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M SOUTH, 1.0 M
 DE7721'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7649 ***********************************************************************
 DE7649  DESIGNATION -  4L29
 DE7649  PID         -  DE7649
 DE7649  STATE/COUNTY-  WI/MANITOWOC
 DE7649  COUNTRY     -  US
 DE7649  USGS QUAD   -  VALDERS (2018)
 DE7649
 DE7649                         *CURRENT SURVEY CONTROL
 DE7649  ______________________________________________________________________
 DE7649* NAD 83(1986) POSITION- 44 04 02.39   (N) 087 54 09.06   (W)   HD_HELD1
 DE7649* NAVD 88 ORTHO HEIGHT -   253.751 (meters)      832.51  (feet) ADJUSTED
 DE7649  ______________________________________________________________________
 DE7649  GEOID HEIGHT    -        -36.034 (meters)                     GEOID18
 DE7649  DYNAMIC HEIGHT  -        253.706 (meters)      832.37  (feet) COMP
 DE7649  MODELED GRAVITY -    980,435.6   (mgal)                       NAVD 88
 DE7649
 DE7649  VERT ORDER      -  SECOND    CLASS I
 DE7649
 DE7649.The horizontal coordinates were determined by differentially corrected
 DE7649.hand held GPS observations or other comparable positioning techniques
 DE7649.and have an estimated accuracy of +/- 3 meters.
 DE7649
 DE7649.The orthometric height was determined by differential leveling and
 DE7649.adjusted by the WI DEPT OF TRANSP
 DE7649.in May 2012.
 DE7649
 DE7649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7649.GEOID18 height accuracy estimate available here.
 DE7649
 DE7649.Click photographs - Photos may exist for this station.
 DE7649
 DE7649.The dynamic height is computed by dividing the NAVD 88
 DE7649.geopotential number by the normal gravity value computed on the
 DE7649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7649.degrees latitude (g = 980.6199 gals.).
 DE7649
 DE7649.The modeled gravity was interpolated from observed gravity values.
 DE7649
 DE7649;                    North         East    Units  Estimated Accuracy
 DE7649;SPC WI S     -   231,781.6     768,023.1     MT  (+/- 3 meters HH1 GPS) 
 DE7649
 DE7649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2772379747(NAD 83)
 DE7649
 DE7649                          SUPERSEDED SURVEY CONTROL
 DE7649
 DE7649  NAVD 88 (04/20/07)  253.707  (m)          832.37   (f) SUPERSEDED  2 1
 DE7649  NAVD 88 (05/16/03)  253.748  (m)          832.50   (f) SUPERSEDED  2 1
 DE7649
 DE7649.Superseded values are not recommended for survey control.
 DE7649
 DE7649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7649.See file dsdata.pdf to determine how the superseded data were derived.
 DE7649
 DE7649_MARKER: DD = SURVEY DISK
 DE7649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7649_STAMPING: 4L29 2001
 DE7649_MARK LOGO: WIDT
 DE7649_PROJECTION: FLUSH
 DE7649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7649+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 DE7649
 DE7649  HISTORY     - Date     Condition        Report By
 DE7649  HISTORY     - 20000823 MONUMENTED       WIDT
 DE7649  HISTORY     - 20030619 GOOD             USPSQD
 DE7649  HISTORY     - 20060420 GOOD             WIDT
 DE7649
 DE7649                          STATION DESCRIPTION
 DE7649
 DE7649'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7649'THIS STATION IS LOCATED ABOUT 45 KM SOUTHEAST OF APPLETON, 40 KM
 DE7649'NORTHWEST OF SHEBOYGAN, AND 20 KM WEST OF MANITOWOC.  TO REACH THE
 DE7649'STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 67
 DE7649'ABOUT 26 KM WEST OF THE CITY OF MANITOWOC, GO EAST ON US HIGHWAY 151
 DE7649'FOR 10.2 KM TO MARKEN ROAD, TURN LEFT AND GO NORTH ON MARKEN ROAD FOR
 DE7649'1.6 KM TO WEST WASHINGTON ROAD, CONTINUE NORTH ON MARKEN ROAD FOR 0.1
 DE7649'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7649'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7649'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7649'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.3 M EAST OF
 DE7649'THE CENTERLINE OF MARKEN ROAD, ABOUT 80 M NORTH OF WEST WASHINGTON
 DE7649'ROAD, 40.5 M NORTH-NORTHEAST OF A WOODEN --STOP AHEAD-- SIGN, 38.2 M
 DE7649'SOUTH OF THE SOUTHERN MOST RAIL OF THE RAILROAD TRACKS, AND 0.5 M
 DE7649'WEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 DE7649'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7649'HORIZON.
 DE7649
 DE7649                          STATION RECOVERY (2003)
 DE7649
 DE7649'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7649'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 DE7649'EAST OF THE SOUTH EDGE OF A FIELD ROAD TO THE WEST.
 DE7649
 DE7649                          STATION RECOVERY (2006)
 DE7649
 DE7649'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7649'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 19.3 M SOUTH OF THE
 DE7649'TOP CENTER OF TELEPHONE PEDESTAL --7000 A-1-- AND 0.5 M WEST, 1.0 M
 DE7649'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7751 ***********************************************************************
 DE7751  DESIGNATION -  4L30
 DE7751  PID         -  DE7751
 DE7751  STATE/COUNTY-  WI/MANITOWOC
 DE7751  COUNTRY     -  US
 DE7751  USGS QUAD   -  CLARKS MILLS (2018)
 DE7751
 DE7751                         *CURRENT SURVEY CONTROL
 DE7751  ______________________________________________________________________
 DE7751* NAD 83(1986) POSITION- 44 04 42.55   (N) 087 50 11.80   (W)   HD_HELD1
 DE7751* NAVD 88 ORTHO HEIGHT -   259.664 (meters)      851.91  (feet) ADJUSTED
 DE7751  ______________________________________________________________________
 DE7751  GEOID HEIGHT    -        -36.054 (meters)                     GEOID18
 DE7751  DYNAMIC HEIGHT  -        259.619 (meters)      851.77  (feet) COMP
 DE7751  MODELED GRAVITY -    980,440.0   (mgal)                       NAVD 88
 DE7751
 DE7751  VERT ORDER      -  SECOND    CLASS I
 DE7751
 DE7751.The horizontal coordinates were determined by differentially corrected
 DE7751.hand held GPS observations or other comparable positioning techniques
 DE7751.and have an estimated accuracy of +/- 3 meters.
 DE7751
 DE7751.The orthometric height was determined by differential leveling and
 DE7751.adjusted by the WI DEPT OF TRANSP
 DE7751.in May 2012.
 DE7751
 DE7751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7751.GEOID18 height accuracy estimate available here.
 DE7751
 DE7751.Click photographs - Photos may exist for this station.
 DE7751
 DE7751.The dynamic height is computed by dividing the NAVD 88
 DE7751.geopotential number by the normal gravity value computed on the
 DE7751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7751.degrees latitude (g = 980.6199 gals.).
 DE7751
 DE7751.The modeled gravity was interpolated from observed gravity values.
 DE7751
 DE7751;                    North         East    Units  Estimated Accuracy
 DE7751;SPC WI S     -   233,155.6     773,269.3     MT  (+/- 3 meters HH1 GPS) 
 DE7751
 DE7751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3301380930(NAD 83)
 DE7751
 DE7751                          SUPERSEDED SURVEY CONTROL
 DE7751
 DE7751  NAVD 88 (04/20/07)  259.619  (m)          851.77   (f) SUPERSEDED  2 1
 DE7751  NAVD 88 (05/16/03)  259.666  (m)          851.92   (f) SUPERSEDED  2 1
 DE7751
 DE7751.Superseded values are not recommended for survey control.
 DE7751
 DE7751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7751.See file dsdata.pdf to determine how the superseded data were derived.
 DE7751
 DE7751_MARKER: DD = SURVEY DISK
 DE7751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7751_STAMPING: 4L30 2001
 DE7751_MARK LOGO: WIDT
 DE7751_PROJECTION: FLUSH
 DE7751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7751+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 DE7751
 DE7751  HISTORY     - Date     Condition        Report By
 DE7751  HISTORY     - 2000     MONUMENTED       WIDT
 DE7751  HISTORY     - 20030619 GOOD             USPSQD
 DE7751  HISTORY     - 20060420 GOOD             WIDT
 DE7751
 DE7751                          STATION DESCRIPTION
 DE7751
 DE7751'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7751'THE STATION IS LOCATED ABOUT 58 KM NORTHEAST OF FOND DU LAC, 35 KM
 DE7751'NORTH-NORTHWEST OF SHEBOYGAN AND 12 KM WEST OF MANITOWOC.
 DE7751'OWNERSHIP--TOWN OF CATO. TO REACH THE STATION FROM THE JUNCTION OF
 DE7751'INTERSTATE 43 WITH US HIGHWAY 151 ABOUT 3 KM WEST OF THE CITY OF
 DE7751'MANITOWOC, GO WEST ON US HIGHWAY 151 FOR 8.6 KM TO COUNTY HIGHWAY S
 DE7751'ON THE RIGHT, CONTINUE WEST ON US HIGHWAY 151 FOR 1.2 KM TO OLD
 DE7751'WOODEN BRIDGE ROAD ON THE LEFT AND THE STATION ON THE LEFT. THE
 DE7751'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEDETIC
 DE7751'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7751'CONCRETE POST AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS
 DE7751'11.9 M WEST OF THE CENTERLINE OF OLD WOODEN BRIDGE ROAD, 85.1 M NORTH
 DE7751'OF OLD WOODEN BRIDGE, 29.5 M SOUTH OF THE CENTERLINE OF US HIGHWAY
 DE7751'151, 24.5 M SOUTH-SOUTHWEST OF WOOD POST FOR A --STOP-- SIGN, 4.5 M
 DE7751'NORTH OF YELLOW PLASTIC POST FOR A --R/W-- SIGN, 1.2 M EAST OF A
 DE7751'CULTIVATED FIELD AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST. THIS
 DE7751'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THEN 15 DEGREES
 DE7751'ABOVE THE HORIZON.
 DE7751
 DE7751                          STATION RECOVERY (2003)
 DE7751
 DE7751'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7751'RECOVERED IN GOOD CONDITION.
 DE7751
 DE7751                          STATION RECOVERY (2006)
 DE7751
 DE7751'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7751'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DE7751'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7752 ***********************************************************************
 DE7752  DESIGNATION -  4L31
 DE7752  PID         -  DE7752
 DE7752  STATE/COUNTY-  WI/MANITOWOC
 DE7752  COUNTRY     -  US
 DE7752  USGS QUAD   -  CLARKS MILLS (2018)
 DE7752
 DE7752                         *CURRENT SURVEY CONTROL
 DE7752  ______________________________________________________________________
 DE7752* NAD 83(1986) POSITION- 44 04 27.13   (N) 087 48 05.06   (W)   HD_HELD1
 DE7752* NAVD 88 ORTHO HEIGHT -   236.668 (meters)      776.47  (feet) ADJUSTED
 DE7752  ______________________________________________________________________
 DE7752  GEOID HEIGHT    -        -36.076 (meters)                     GEOID18
 DE7752  DYNAMIC HEIGHT  -        236.627 (meters)      776.33  (feet) COMP
 DE7752  MODELED GRAVITY -    980,441.0   (mgal)                       NAVD 88
 DE7752
 DE7752  VERT ORDER      -  SECOND    CLASS I
 DE7752
 DE7752.The horizontal coordinates were determined by differentially corrected
 DE7752.hand held GPS observations or other comparable positioning techniques
 DE7752.and have an estimated accuracy of +/- 3 meters.
 DE7752
 DE7752.The orthometric height was determined by differential leveling and
 DE7752.adjusted by the WI DEPT OF TRANSP
 DE7752.in May 2012.
 DE7752
 DE7752.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7752.GEOID18 height accuracy estimate available here.
 DE7752
 DE7752.Click photographs - Photos may exist for this station.
 DE7752
 DE7752.The dynamic height is computed by dividing the NAVD 88
 DE7752.geopotential number by the normal gravity value computed on the
 DE7752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7752.degrees latitude (g = 980.6199 gals.).
 DE7752
 DE7752.The modeled gravity was interpolated from observed gravity values.
 DE7752
 DE7752;                    North         East    Units  Estimated Accuracy
 DE7752;SPC WI S     -   232,753.6     776,100.8     MT  (+/- 3 meters HH1 GPS) 
 DE7752
 DE7752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3582880426(NAD 83)
 DE7752
 DE7752                          SUPERSEDED SURVEY CONTROL
 DE7752
 DE7752  NAVD 88 (04/20/07)  236.623  (m)          776.32   (f) SUPERSEDED  2 1
 DE7752  NAVD 88 (05/16/03)  236.672  (m)          776.48   (f) SUPERSEDED  2 1
 DE7752
 DE7752.Superseded values are not recommended for survey control.
 DE7752
 DE7752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7752.See file dsdata.pdf to determine how the superseded data were derived.
 DE7752
 DE7752_MARKER: DD = SURVEY DISK
 DE7752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7752_STAMPING: 4L31 2001
 DE7752_MARK LOGO: WIDT
 DE7752_PROJECTION: FLUSH
 DE7752_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7752+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 DE7752
 DE7752  HISTORY     - Date     Condition        Report By
 DE7752  HISTORY     - 2000     MONUMENTED       WIDT
 DE7752  HISTORY     - 20030619 GOOD             USPSQD
 DE7752  HISTORY     - 20060420 GOOD             WIDT
 DE7752
 DE7752                          STATION DESCRIPTION
 DE7752
 DE7752'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7752'THE STATION IS LOCATED ABOUT 52 KM SOUTHEAST OF APPLETON, 36 KM
 DE7752'NORTHWEST OF SHEBOYGAN, 11 KM WEST-SOUTHWEST OF MANITOWOC.
 DE7752'OWNERSHIP--TOWN OF MANITOWOC. TO REACH THE STATION FROM THE JUNCTION
 DE7752'OF INTERSTATE 43 WITH US HIGHWAY 151 ABOUT 3 KM WEST OF THE CITY OF
 DE7752'MANITOWOC, GO WEST ON US 151 FOR 7.0 KM TO RANGE LINE ROAD ON THE
 DE7752'LEFT, TURN LEFT AND GO SOUTH ON RANGE LINE ROAD FOR 36 M TO THE
 DE7752'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7752'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7752'A 41-CM DIAMETER CONCRETE POST AND ABOUT 1 M BELOW THE ROAD PAVEMENT.
 DE7752'THE STATION IS 7.5 M EAST OF THE CENTERLINE OF RANGE LINE ROAD, 84.2
 DE7752'M NORTH OF CENTERLINE OF OLD 151, 36.1 M SOUTH OF CENTERLINE OF US
 DE7752'HIGHWAY 151, 20.4 M SOUTH OF WOOD POST FOR A --STOP-- SIGN, 7.0 M
 DE7752'WEST OF CULTIVATED FIELD AND 1.0 M WEST OF A WHITE PLASTIC WITNESS
 DE7752'POST. THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THEN
 DE7752'15 DEGREES ABOVE THE HORIZON.
 DE7752
 DE7752                          STATION RECOVERY (2003)
 DE7752
 DE7752'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7752'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 DE7752'EAST AND ACROSS RANGE LINE ROAD FROM A YELLOW PLASTIC RIGHT-OF-WAY
 DE7752'POST AND 25 M NORTH OF THE CENTER OF A FIELD ROAD.  NOTE-- THE WHITE
 DE7752'PLASTIC WITNESS POST IS MISSING.
 DE7752
 DE7752                          STATION RECOVERY (2006)
 DE7752
 DE7752'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7752'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7752'SOUTH, AND 1.0 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7652 ***********************************************************************
 DE7652  DESIGNATION -  4L44
 DE7652  PID         -  DE7652
 DE7652  STATE/COUNTY-  WI/MANITOWOC
 DE7652  COUNTRY     -  US
 DE7652  USGS QUAD   -  DENMARK (2018)
 DE7652
 DE7652                         *CURRENT SURVEY CONTROL
 DE7652  ______________________________________________________________________
 DE7652* NAD 83(1986) POSITION- 44 16 35.46   (N) 087 47 09.75   (W)   HD_HELD1
 DE7652* NAVD 88 ORTHO HEIGHT -   236.659 (meters)      776.44  (feet) ADJUSTED
 DE7652  ______________________________________________________________________
 DE7652  GEOID HEIGHT    -        -36.089 (meters)                     GEOID18
 DE7652  DYNAMIC HEIGHT  -        236.624 (meters)      776.32  (feet) COMP
 DE7652  MODELED GRAVITY -    980,466.1   (mgal)                       NAVD 88
 DE7652
 DE7652  VERT ORDER      -  SECOND    CLASS I
 DE7652
 DE7652.The horizontal coordinates were determined by differentially corrected
 DE7652.hand held GPS observations or other comparable positioning techniques
 DE7652.and have an estimated accuracy of +/- 3 meters.
 DE7652
 DE7652.The orthometric height was determined by differential leveling and
 DE7652.adjusted by the WI DEPT OF TRANSP
 DE7652.in May 2012.
 DE7652
 DE7652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7652.GEOID18 height accuracy estimate available here.
 DE7652
 DE7652.Click photographs - Photos may exist for this station.
 DE7652
 DE7652.The dynamic height is computed by dividing the NAVD 88
 DE7652.geopotential number by the normal gravity value computed on the
 DE7652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7652.degrees latitude (g = 980.6199 gals.).
 DE7652
 DE7652.The modeled gravity was interpolated from observed gravity values.
 DE7652
 DE7652;                    North         East    Units  Estimated Accuracy
 DE7652;SPC WI S     -   255,259.0     776,734.3     MT  (+/- 3 meters HH1 GPS) 
 DE7652
 DE7652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3727302886(NAD 83)
 DE7652
 DE7652                          SUPERSEDED SURVEY CONTROL
 DE7652
 DE7652  NAVD 88 (04/20/07)  236.611  (m)          776.28   (f) SUPERSEDED  2 1
 DE7652  NAVD 88 (05/16/03)  236.658  (m)          776.44   (f) SUPERSEDED  2 1
 DE7652
 DE7652.Superseded values are not recommended for survey control.
 DE7652
 DE7652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7652.See file dsdata.pdf to determine how the superseded data were derived.
 DE7652
 DE7652_MARKER: DD = SURVEY DISK
 DE7652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7652_STAMPING: 4L44 2001
 DE7652_MARK LOGO: WIDT
 DE7652_PROJECTION: FLUSH
 DE7652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7652+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 DE7652
 DE7652  HISTORY     - Date     Condition        Report By
 DE7652  HISTORY     - 2000     MONUMENTED       WIDT
 DE7652  HISTORY     - 20030619 GOOD             USPSQD
 DE7652  HISTORY     - 20060412 GOOD             WIDT
 DE7652
 DE7652                          STATION DESCRIPTION
 DE7652
 DE7652'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7652'THE STATION IS LOCATED ABOUT 40 KM SOUTHEAST OF GREEN BAY AND 13 KM
 DE7652'WEST-NORTHWEST OF MISHICOT. OWNERSHIP--MANITOWOC COUNTY. TO REACH THE
 DE7652'STATION FROM THE JUNCTION OF  INTERSTATE 43 WITH STATE HIGHWAY 147
 DE7652'AND COUNTY HIGHWAY Z ABOUT 23 KM NORTH-NORTHWEST OF THE CITY OF
 DE7652'MANITOWOC, GO WEST ON COUNTY HIGHWAY Z FOR 0.2 KM TO THE STATION ON
 DE7652'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7652'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7652'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7652'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 16.3 M NORTH OF THE
 DE7652'CENTERLINE OF COUNTY HIGHWAY Z, 39.8 M EAST-NORTHEAST OF UTILITY POLE
 DE7652'--2122 24W9--, 38 M EAST OF THE EXTENDED CENTERLINE OF A PRIVATE
 DE7652'ENTRANCE --CEDAR RIDGE RESTAURANT--, 26.3 M WEST-NORTHWEST OF A WOOD
 DE7652'POST FOR A --DO NOT ENTER-- SIGN, 7 M WEST OF THE CENTERLINE OF A
 DE7652'FIELD ENTRANCE, 2 M SOUTH OF A CULTIVATED FIELD, AND 0.5 M SOUTH OF A
 DE7652'WHITE PLASTIC WITNESS POST.  --NOTE--THIS STATION HAS NO VISIBLE
 DE7652'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7652
 DE7652                          STATION RECOVERY (2003)
 DE7652
 DE7652'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7652'RECOVERED IN GOOD CONDITION.
 DE7652
 DE7652                          STATION RECOVERY (2006)
 DE7652
 DE7652'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7652'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M SOUTH, 1.0 M
 DE7652'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7653 ***********************************************************************
 DE7653  DESIGNATION -  4L45
 DE7653  PID         -  DE7653
 DE7653  STATE/COUNTY-  WI/MANITOWOC
 DE7653  COUNTRY     -  US
 DE7653  USGS QUAD   -  DENMARK (2018)
 DE7653
 DE7653                         *CURRENT SURVEY CONTROL
 DE7653  ______________________________________________________________________
 DE7653* NAD 83(1986) POSITION- 44 16 36.10   (N) 087 45 15.36   (W)   HD_HELD1
 DE7653* NAVD 88 ORTHO HEIGHT -   202.642 (meters)      664.83  (feet) ADJUSTED
 DE7653  ______________________________________________________________________
 DE7653  GEOID HEIGHT    -        -36.116 (meters)                     GEOID18
 DE7653  DYNAMIC HEIGHT  -        202.613 (meters)      664.74  (feet) COMP
 DE7653  MODELED GRAVITY -    980,467.1   (mgal)                       NAVD 88
 DE7653
 DE7653  VERT ORDER      -  SECOND    CLASS I
 DE7653
 DE7653.The horizontal coordinates were determined by differentially corrected
 DE7653.hand held GPS observations or other comparable positioning techniques
 DE7653.and have an estimated accuracy of +/- 3 meters.
 DE7653
 DE7653.The orthometric height was determined by differential leveling and
 DE7653.adjusted by the WI DEPT OF TRANSP
 DE7653.in May 2012.
 DE7653
 DE7653.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7653.GEOID18 height accuracy estimate available here.
 DE7653
 DE7653.Click photographs - Photos may exist for this station.
 DE7653
 DE7653.The dynamic height is computed by dividing the NAVD 88
 DE7653.geopotential number by the normal gravity value computed on the
 DE7653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7653.degrees latitude (g = 980.6199 gals.).
 DE7653
 DE7653.The modeled gravity was interpolated from observed gravity values.
 DE7653
 DE7653;                    North         East    Units  Estimated Accuracy
 DE7653;SPC WI S     -   255,346.6     779,269.7     MT  (+/- 3 meters HH1 GPS) 
 DE7653
 DE7653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3980902882(NAD 83)
 DE7653
 DE7653                          SUPERSEDED SURVEY CONTROL
 DE7653
 DE7653  NAVD 88 (04/20/07)  202.594  (m)          664.68   (f) SUPERSEDED  2 1
 DE7653  NAVD 88 (05/16/03)  202.641  (m)          664.83   (f) SUPERSEDED  2 1
 DE7653
 DE7653.Superseded values are not recommended for survey control.
 DE7653
 DE7653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7653.See file dsdata.pdf to determine how the superseded data were derived.
 DE7653
 DE7653_MARKER: DD = SURVEY DISK
 DE7653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7653_STAMPING: 4L45 2001
 DE7653_MARK LOGO: WIDT
 DE7653_PROJECTION: FLUSH
 DE7653_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7653+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 DE7653
 DE7653  HISTORY     - Date     Condition        Report By
 DE7653  HISTORY     - 2000     MONUMENTED       WIDT
 DE7653  HISTORY     - 20030619 GOOD             USPSQD
 DE7653  HISTORY     - 20060412 GOOD             WIDT
 DE7653
 DE7653                          STATION DESCRIPTION
 DE7653
 DE7653'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7653'THE STATION IS LOCATED ABOUT 22 KM NORTHWEST OF MANITOWOC AND 4 KM
 DE7653'EAST OF MARIBEL. OWNERSHIP--MANITOWOC COUNTY.  TO REACH THE STATION
 DE7653'FROM THE JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 147 AND COUNTY
 DE7653'HIGHWAY Z ABOUT 23 KM NORTH-NORTHWEST OF THE CITY OF MANITOWOC, GO
 DE7653'EAST ON STATE HIGHWAY 147 FOR 2.1 KM TO BRIDGE --B-36-135-94-- OVER
 DE7653'THE WEST TWIN RIVER, CONTINUE EAST ON STATE HIGHWAY 147 FOR 0.2 KM TO
 DE7653'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7653'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7653'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M
 DE7653'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 28.6 M
 DE7653'NORTH OF THE CENTERLINE OF STATE HIGHWAY 147, 78 M EAST OF A PLASTIC
 DE7653'--R/W-- POST, 21.7 M WEST OF OF A CABLE PEDESTAL, 11 M WEST OF THE
 DE7653'CENTERLINE OF A FIELD ENTRANCE, 1.4 M SOUTH OF A METAL FENCE, AND 1.0
 DE7653'M SOUTH OF A WHITE PLASTIC WITNESS POST.  --NOTE--THIS STATION HAS NO
 DE7653'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7653'HORIZON.
 DE7653
 DE7653                          STATION RECOVERY (2003)
 DE7653
 DE7653'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7653'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 DE7653'ABOUT 66 FEET NORTH OF THE EAST END OF THE NORTHERN METAL GUARD RAIL
 DE7653'AND ABOUT 30 FEET WEST OF THE WESTERN END OF A METAL GATE ACROSS THE
 DE7653'FIELD ENTRANCE.
 DE7653
 DE7653                          STATION RECOVERY (2006)
 DE7653
 DE7653'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7653'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE WEST OF
 DE7653'HILLTOP ROAD AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF
 DE7653'THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7654 ***********************************************************************
 DE7654  DESIGNATION -  4L46
 DE7654  PID         -  DE7654
 DE7654  STATE/COUNTY-  WI/MANITOWOC
 DE7654  COUNTRY     -  US
 DE7654  USGS QUAD   -  LARRABEE (2018)
 DE7654
 DE7654                         *CURRENT SURVEY CONTROL
 DE7654  ______________________________________________________________________
 DE7654* NAD 83(1986) POSITION- 44 16 16.08   (N) 087 43 29.80   (W)   HD_HELD1
 DE7654* NAVD 88 ORTHO HEIGHT -   229.317 (meters)      752.35  (feet) ADJUSTED
 DE7654  ______________________________________________________________________
 DE7654  GEOID HEIGHT    -        -36.138 (meters)                     GEOID18
 DE7654  DYNAMIC HEIGHT  -        229.284 (meters)      752.24  (feet) COMP
 DE7654  MODELED GRAVITY -    980,467.8   (mgal)                       NAVD 88
 DE7654
 DE7654  VERT ORDER      -  SECOND    CLASS I
 DE7654
 DE7654.The horizontal coordinates were determined by differentially corrected
 DE7654.hand held GPS observations or other comparable positioning techniques
 DE7654.and have an estimated accuracy of +/- 3 meters.
 DE7654
 DE7654.The orthometric height was determined by differential leveling and
 DE7654.adjusted by the WI DEPT OF TRANSP
 DE7654.in May 2012.
 DE7654
 DE7654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7654.GEOID18 height accuracy estimate available here.
 DE7654
 DE7654.Click photographs - Photos may exist for this station.
 DE7654
 DE7654.The dynamic height is computed by dividing the NAVD 88
 DE7654.geopotential number by the normal gravity value computed on the
 DE7654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7654.degrees latitude (g = 980.6199 gals.).
 DE7654
 DE7654.The modeled gravity was interpolated from observed gravity values.
 DE7654
 DE7654;                    North         East    Units  Estimated Accuracy
 DE7654;SPC WI S     -   254,792.3     781,626.7     MT  (+/- 3 meters HH1 GPS) 
 DE7654
 DE7654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4214302243(NAD 83)
 DE7654
 DE7654                          SUPERSEDED SURVEY CONTROL
 DE7654
 DE7654  NAVD 88 (04/20/07)  229.268  (m)          752.19   (f) SUPERSEDED  2 1
 DE7654  NAVD 88 (05/16/03)  229.315  (m)          752.34   (f) SUPERSEDED  2 1
 DE7654
 DE7654.Superseded values are not recommended for survey control.
 DE7654
 DE7654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7654.See file dsdata.pdf to determine how the superseded data were derived.
 DE7654
 DE7654_MARKER: DD = SURVEY DISK
 DE7654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7654_STAMPING: 4L46 2001
 DE7654_MARK LOGO: WIDT
 DE7654_PROJECTION: FLUSH
 DE7654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7654+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 DE7654
 DE7654  HISTORY     - Date     Condition        Report By
 DE7654  HISTORY     - 2000     MONUMENTED       WIDT
 DE7654  HISTORY     - 20030619 GOOD             USPSQD
 DE7654  HISTORY     - 20060412 GOOD             WIDT
 DE7654
 DE7654                          STATION DESCRIPTION
 DE7654
 DE7654'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7654'THE STATION IS LOCATED ABOUT 21 KM NORTH-NORTHWEST OF MANITOWOC AND 7
 DE7654'KM EAST OF MARIBEL. OWNERSHIP--MANITOWOC COUNTY.  TO REACH THE
 DE7654'STATION FROM THE JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 147 AND
 DE7654'COUNTY HIGHWAY Z ABOUT 23 KM NORTH-NORTHWEST OF THE CITY OF
 DE7654'MANITOWOC, GO EAST THEN SOUTHEAST ON STATE HIGHWAY 147 FOR 4.2 KM TO
 DE7654'HARPT LAKE ROAD, CONTINUE SOUTHEAST ON STATE HIGHWAY 147 FOR 0.5 KM
 DE7654'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7654'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7654'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7654'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 16.3 M
 DE7654'SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 147, 0.2 KM
 DE7654'WEST-SOUTHWEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DE7654'--5224--, 74.4 M NORTH-NORTHWEST OF A PLASTIC --R/W-- POST, 25.2 M
 DE7654'SOUTHEAST OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN, 20.9 M
 DE7654'NORTHEAST OF A PLASTIC --R/W-- POST, 2 M NORTH-NORTHEAST OF A
 DE7654'CULTIVATED FIELD, AND 0.5 M NORTH-NORTHEAST OF A WHITE PLASTIC
 DE7654'WITNESS POST.  --NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7654'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7654
 DE7654                          STATION RECOVERY (2003)
 DE7654
 DE7654'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7654'RECOVERED IN GOOD CONDITION.
 DE7654
 DE7654                          STATION RECOVERY (2006)
 DE7654
 DE7654'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7654'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.15 MILE SOUTHEAST
 DE7654'OF PRIVATE ENTRANCE --5707-- AND 0.5 M NORTH-NORTHEAST, 1.0 M
 DE7654'SOUTH-SOUTHEAST, AND 1.0 M WEST-SOUTHWEST OF THREE WHITE PLASTIC
 DE7654'WITNESS POSTS.   NOTE-- THE PLASTIC RIGHT-OF-WAY POST 20.9 M FROM THE
 DE7654'STATION IS NOT PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7684 ***********************************************************************
 DE7684  DESIGNATION -  4L47
 DE7684  PID         -  DE7684
 DE7684  STATE/COUNTY-  WI/MANITOWOC
 DE7684  COUNTRY     -  US
 DE7684  USGS QUAD   -  LARRABEE (2018)
 DE7684
 DE7684                         *CURRENT SURVEY CONTROL
 DE7684  ______________________________________________________________________
 DE7684* NAD 83(1986) POSITION- 44 15 56.17   (N) 087 42 55.44   (W)   HD_HELD1
 DE7684* NAVD 88 ORTHO HEIGHT -   222.225 (meters)      729.08  (feet) ADJUSTED
 DE7684  ______________________________________________________________________
 DE7684  GEOID HEIGHT    -        -36.146 (meters)                     GEOID18
 DE7684  DYNAMIC HEIGHT  -        222.192 (meters)      728.97  (feet) COMP
 DE7684  MODELED GRAVITY -    980,467.7   (mgal)                       NAVD 88
 DE7684
 DE7684  VERT ORDER      -  SECOND    CLASS I
 DE7684
 DE7684.The horizontal coordinates were determined by differentially corrected
 DE7684.hand held GPS observations or other comparable positioning techniques
 DE7684.and have an estimated accuracy of +/- 3 meters.
 DE7684
 DE7684.The orthometric height was determined by differential leveling and
 DE7684.adjusted by the WI DEPT OF TRANSP
 DE7684.in May 2012.
 DE7684
 DE7684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7684.GEOID18 height accuracy estimate available here.
 DE7684
 DE7684.Click photographs - Photos may exist for this station.
 DE7684
 DE7684.The dynamic height is computed by dividing the NAVD 88
 DE7684.geopotential number by the normal gravity value computed on the
 DE7684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7684.degrees latitude (g = 980.6199 gals.).
 DE7684
 DE7684.The modeled gravity was interpolated from observed gravity values.
 DE7684
 DE7684;                    North         East    Units  Estimated Accuracy
 DE7684;SPC WI S     -   254,198.8     782,405.3     MT  (+/- 3 meters HH1 GPS) 
 DE7684
 DE7684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4289901622(NAD 83)
 DE7684
 DE7684                          SUPERSEDED SURVEY CONTROL
 DE7684
 DE7684  NAVD 88 (04/20/07)  222.175  (m)          728.92   (f) SUPERSEDED  2 1
 DE7684  NAVD 88 (05/16/03)  222.221  (m)          729.07   (f) SUPERSEDED  2 1
 DE7684
 DE7684.Superseded values are not recommended for survey control.
 DE7684
 DE7684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7684.See file dsdata.pdf to determine how the superseded data were derived.
 DE7684
 DE7684_MARKER: DD = SURVEY DISK
 DE7684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7684_STAMPING: 4L47 2001
 DE7684_MARK LOGO: WIDT
 DE7684_PROJECTION: FLUSH
 DE7684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7684+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 DE7684
 DE7684  HISTORY     - Date     Condition        Report By
 DE7684  HISTORY     - 2000     MONUMENTED       WIDT
 DE7684  HISTORY     - 20030619 GOOD             USPSQD
 DE7684  HISTORY     - 20060412 GOOD             WIDT
 DE7684
 DE7684                          STATION DESCRIPTION
 DE7684
 DE7684'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7684'THE STATION IS LOCATED ABOUT 18 KM NORTHWEST OF TWO RIVERS AND 7 KM
 DE7684'EAST-SOUTHEAST OF MARIBEL. OWNERSHIP--MANITOWOC COUNTY.  TO REACH THE
 DE7684'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY
 DE7684'147 AND COUNTY HIGHWAY Z ABOUT 22 KM NORTH-NORTHWEST OF THE CITY OF
 DE7684'MANITOWOC, GO EAST ON STATE HIGHWAY 147 FOR 5.5 KM TO COUNTY HIGHWAY
 DE7684'Q, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY Q FOR 0.3 KM TO THE
 DE7684'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7684'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DE7684'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7684'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.1 M WEST OF THE
 DE7684'CENTERLINE OF COUNTY HIGHWAY Q, 87 M SOUTH OF A WOOD POST FOR A
 DE7684'--STOP AHEAD-- SIGN, 61 M NORTH OF THE EXTENDED CENTERLINE OF PRIVATE
 DE7684'ENTRANCE --13815--, 36.2 M WEST-NORTHWEST OF UTILITY POLE
 DE7684'--2123-28E12--, 2 M EAST OF A CULTIVATED FIELD, AND 1.0 M EAST OF A
 DE7684'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7684'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7684
 DE7684                          STATION RECOVERY (2003)
 DE7684
 DE7684'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7684'RECOVERED IN GOOD CONDITION.
 DE7684
 DE7684                          STATION RECOVERY (2006)
 DE7684
 DE7684'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7684'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DE7684'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7685 ***********************************************************************
 DE7685  DESIGNATION -  4L48
 DE7685  PID         -  DE7685
 DE7685  STATE/COUNTY-  WI/MANITOWOC
 DE7685  COUNTRY     -  US
 DE7685  USGS QUAD   -  LARRABEE (2018)
 DE7685
 DE7685                         *CURRENT SURVEY CONTROL
 DE7685  ______________________________________________________________________
 DE7685* NAD 83(1986) POSITION- 44 15 04.42   (N) 087 42 30.96   (W)   HD_HELD1
 DE7685* NAVD 88 ORTHO HEIGHT -   203.772 (meters)      668.54  (feet) ADJUSTED
 DE7685  ______________________________________________________________________
 DE7685  GEOID HEIGHT    -        -36.155 (meters)                     GEOID18
 DE7685  DYNAMIC HEIGHT  -        203.742 (meters)      668.44  (feet) COMP
 DE7685  MODELED GRAVITY -    980,466.5   (mgal)                       NAVD 88
 DE7685
 DE7685  VERT ORDER      -  SECOND    CLASS I
 DE7685
 DE7685.The horizontal coordinates were determined by differentially corrected
 DE7685.hand held GPS observations or other comparable positioning techniques
 DE7685.and have an estimated accuracy of +/- 3 meters.
 DE7685
 DE7685.The orthometric height was determined by differential leveling and
 DE7685.adjusted by the WI DEPT OF TRANSP
 DE7685.in May 2012.
 DE7685
 DE7685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7685.GEOID18 height accuracy estimate available here.
 DE7685
 DE7685.Click photographs - Photos may exist for this station.
 DE7685
 DE7685.The dynamic height is computed by dividing the NAVD 88
 DE7685.geopotential number by the normal gravity value computed on the
 DE7685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7685.degrees latitude (g = 980.6199 gals.).
 DE7685
 DE7685.The modeled gravity was interpolated from observed gravity values.
 DE7685
 DE7685;                    North         East    Units  Estimated Accuracy
 DE7685;SPC WI S     -   252,616.9     782,992.0     MT  (+/- 3 meters HH1 GPS) 
 DE7685
 DE7685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4342800020(NAD 83)
 DE7685
 DE7685                          SUPERSEDED SURVEY CONTROL
 DE7685
 DE7685  NAVD 88 (04/20/07)  203.722  (m)          668.38   (f) SUPERSEDED  2 1
 DE7685  NAVD 88 (05/16/03)  203.767  (m)          668.53   (f) SUPERSEDED  2 1
 DE7685
 DE7685.Superseded values are not recommended for survey control.
 DE7685
 DE7685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7685.See file dsdata.pdf to determine how the superseded data were derived.
 DE7685
 DE7685_MARKER: DD = SURVEY DISK
 DE7685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7685_STAMPING: 4L48 2001
 DE7685_MARK LOGO: WIDT
 DE7685_PROJECTION: FLUSH
 DE7685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7685+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 DE7685
 DE7685  HISTORY     - Date     Condition        Report By
 DE7685  HISTORY     - 2000     MONUMENTED       WIDT
 DE7685  HISTORY     - 20030619 GOOD             USPSQD
 DE7685  HISTORY     - 20060412 GOOD             WIDT
 DE7685
 DE7685                          STATION DESCRIPTION
 DE7685
 DE7685'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7685'THE STATION IS LOCATED ABOUT 15 KM NORTHWEST OF TWO RIVERS AND 13 KM
 DE7685'SOUTHWEST OF TWO CREEKS.  OWNERSHIP--MANITOWOC COUNTY. TO REACH THE
 DE7685'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY
 DE7685'147 AND COUNTY HIGHWAY Z ABOUT 22 KM NORTH-NORTHWEST OF THE CITY OF
 DE7685'MANITOWOC, GO EAST ON STATE HIGHWAY 147 FOR 5.5 KM TO COUNTY HIGHWAY
 DE7685'Q, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY Q FOR 1.6 KM TO KUSS
 DE7685'ROAD ON THE LEFT, CONTINUE SOUTH ON COUNTY HIGHWAY Q FOR 0.5 KM TO
 DE7685'THE STATION ON THE RIGHT.  THE STATION IS A WISCONSIN DEPARTMENT OF
 DE7685'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7685'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5
 DE7685'M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.3 M WEST OF THE
 DE7685'CENTERLINE OF COUNTY HIGHWAY Q, 67 M SOUTH OF A WOOD POST FOR A
 DE7685'--CURVE-- CAUTION SIGN, 28.4 M NORTH OF THE TOP CENTER OF THE WEST
 DE7685'END OF A 0.6 M DIAMETER CORRUGATED METAL CULVERT PIPE, 22.2 M WEST OF
 DE7685'TELEPHONE PEDESTAL --2345--, 16 M SOUTH OF THE EXTENDED CENTERLINE OF
 DE7685'A QUARRY ENTRANCE, AND 1.1 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7685'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7685'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE SOUTHEAST
 DE7685'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DE7685
 DE7685                          STATION RECOVERY (2003)
 DE7685
 DE7685'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7685'RECOVERED IN GOOD CONDITION.
 DE7685
 DE7685                          STATION RECOVERY (2006)
 DE7685
 DE7685'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7685'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.1 M EAST, 1.0 M
 DE7685'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE--
 DE7685'TELEPHONE PEDESTAL --2345-- IS NEXT TO POWER POLE --2123 33E5--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7691 ***********************************************************************
 DE7691  DESIGNATION -  4L49
 DE7691  PID         -  DE7691
 DE7691  STATE/COUNTY-  WI/MANITOWOC
 DE7691  COUNTRY     -  US
 DE7691  USGS QUAD   -  MISHICOT (2018)
 DE7691
 DE7691                         *CURRENT SURVEY CONTROL
 DE7691  ______________________________________________________________________
 DE7691* NAD 83(1986) POSITION- 44 12 49.75   (N) 087 42 40.60   (W)   HD_HELD1
 DE7691* NAVD 88 ORTHO HEIGHT -   208.934 (meters)      685.48  (feet) ADJUSTED
 DE7691  ______________________________________________________________________
 DE7691  GEOID HEIGHT    -        -36.156 (meters)                     GEOID18
 DE7691  DYNAMIC HEIGHT  -        208.903 (meters)      685.38  (feet) COMP
 DE7691  MODELED GRAVITY -    980,462.7   (mgal)                       NAVD 88
 DE7691
 DE7691  VERT ORDER      -  SECOND    CLASS I
 DE7691
 DE7691.The horizontal coordinates were determined by differentially corrected
 DE7691.hand held GPS observations or other comparable positioning techniques
 DE7691.and have an estimated accuracy of +/- 3 meters.
 DE7691
 DE7691.The orthometric height was determined by differential leveling and
 DE7691.adjusted by the WI DEPT OF TRANSP
 DE7691.in May 2012.
 DE7691
 DE7691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7691.GEOID18 height accuracy estimate available here.
 DE7691
 DE7691.Click photographs - Photos may exist for this station.
 DE7691
 DE7691.The dynamic height is computed by dividing the NAVD 88
 DE7691.geopotential number by the normal gravity value computed on the
 DE7691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7691.degrees latitude (g = 980.6199 gals.).
 DE7691
 DE7691.The modeled gravity was interpolated from observed gravity values.
 DE7691
 DE7691;                    North         East    Units  Estimated Accuracy
 DE7691;SPC WI S     -   248,455.8     782,892.3     MT  (+/- 3 meters HH1 GPS) 
 DE7691
 DE7691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4317995867(NAD 83)
 DE7691
 DE7691                          SUPERSEDED SURVEY CONTROL
 DE7691
 DE7691  NAVD 88 (04/20/07)  208.883  (m)          685.31   (f) SUPERSEDED  2 1
 DE7691  NAVD 88 (05/16/03)  208.927  (m)          685.45   (f) SUPERSEDED  2 1
 DE7691
 DE7691.Superseded values are not recommended for survey control.
 DE7691
 DE7691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7691.See file dsdata.pdf to determine how the superseded data were derived.
 DE7691
 DE7691_MARKER: DD = SURVEY DISK
 DE7691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7691_STAMPING: 4L49 2001
 DE7691_MARK LOGO: WIDT
 DE7691_PROJECTION: FLUSH
 DE7691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7691+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 DE7691
 DE7691  HISTORY     - Date     Condition        Report By
 DE7691  HISTORY     - 2000     MONUMENTED       WIDT
 DE7691  HISTORY     - 20030619 GOOD             USPSQD
 DE7691  HISTORY     - 20060412 GOOD             WIDT
 DE7691
 DE7691                          STATION DESCRIPTION
 DE7691
 DE7691'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7691'THE STATION IS LOCATED ABOUT 14 KM NORTH-NORTHWEST OF MANITOWOC AND
 DE7691'13 KM NORTHWEST OF TWO RIVERS. OWNERSHIP--TOWN OF KOSSUTH.  TO REACH
 DE7691'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH COUNTY
 DE7691'HIGHWAY V ABOUT 12 KM NORTH-NORTHWEST OF THE CITY OF MANITOWOC, GO
 DE7691'EAST ON COUNTY HIGHWAY V FOR 0.8 KM TO COUNTY HIGHWAY R (PACKER
 DE7691'DRIVE) , TURN LEFT AND GO NORTH ON COUNTY HIGHWAY R AND COUNTY
 DE7691'HIGHWAY V (PACKER DRIVE) FOR 0.2 KM TO FOREST HOME DRIVE ON THE
 DE7691'RIGHT, TURN RIGHT AND GO EAST ON FOREST HOME DRIVE FOR 50 M TO
 DE7691'PARKWAY ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON PARKWAY ROAD FOR
 DE7691'1.4 KM TO POLIFKA ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON
 DE7691'POLIFKA ROAD FOR 0.8 KM TO FRANCIS CREEK ROAD ON THE LEFT, TURN LEFT
 DE7691'AND GO NORTH ON FRANCIS CREEK ROAD FOR 0.2 KM TO THE STATION ON THE
 DE7691'RIGHT.    THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7691'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7691'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7691'THE ROAD PAVEMENT.  THE STATION IS 6.8 M EAST OF THE CENTERLINE OF
 DE7691'FRANCIS CREEK ROAD, 0.2 KM SOUTH OF LORENZ ROAD, 15.7 M NORTH OF A
 DE7691'PLASTIC WARNING POST --CAUTION UNDERGROUND ELECTRIC--, 5 M WEST OF A
 DE7691'CULTIVATED FIELD AND 1.0 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7691'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7691'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7691
 DE7691                          STATION RECOVERY (2003)
 DE7691
 DE7691'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7691'RECOVERED IN GOOD CONDITION.
 DE7691
 DE7691                          STATION RECOVERY (2006)
 DE7691
 DE7691'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7691'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.14 MILE NORTH OF
 DE7691'POLIFKA ROAD, 0.07 MILE SOUTH OF LORENZ ROAD, AND 1.0 M WEST, 1.0 M
 DE7691'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE--
 DE7691'SMALL CHIPS HAVE BEEN REMOVED FROM THE SOUTHEAST EDGE OF THE CONCRETE
 DE7691'POST, APPARENTLY BY RECENT MOWING OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2636 ***********************************************************************
 DL2636  DESIGNATION -  4L67
 DL2636  PID         -  DL2636
 DL2636  STATE/COUNTY-  WI/BROWN
 DL2636  COUNTRY     -  US
 DL2636  USGS QUAD   -  BELLEVUE (2018)
 DL2636
 DL2636                         *CURRENT SURVEY CONTROL
 DL2636  ______________________________________________________________________
 DL2636* NAD 83(1986) POSITION- 44 28 13.30   (N) 087 57 44.68   (W)   HD_HELD1
 DL2636* NAVD 88 ORTHO HEIGHT -   197.305 (meters)      647.32  (feet) ADJUSTED
 DL2636  ______________________________________________________________________
 DL2636  GEOID HEIGHT    -        -36.194 (meters)                     GEOID18
 DL2636  DYNAMIC HEIGHT  -        197.280 (meters)      647.24  (feet) COMP
 DL2636  MODELED GRAVITY -    980,485.2   (mgal)                       NAVD 88
 DL2636
 DL2636  VERT ORDER      -  SECOND    CLASS I
 DL2636
 DL2636.The horizontal coordinates were determined by differentially corrected
 DL2636.hand held GPS observations or other comparable positioning techniques
 DL2636.and have an estimated accuracy of +/- 3 meters.
 DL2636
 DL2636.The orthometric height was determined by differential leveling and
 DL2636.adjusted by the WI DEPT OF TRANSP
 DL2636.in May 2012.
 DL2636
 DL2636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2636.GEOID18 height accuracy estimate available here.
 DL2636
 DL2636.Click photographs - Photos may exist for this station.
 DL2636
 DL2636.The dynamic height is computed by dividing the NAVD 88
 DL2636.geopotential number by the normal gravity value computed on the
 DL2636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2636.degrees latitude (g = 980.6199 gals.).
 DL2636
 DL2636.The modeled gravity was interpolated from observed gravity values.
 DL2636
 DL2636;                    North         East    Units  Estimated Accuracy
 DL2636;SPC WI C     -    72,819.2     762,108.0     MT  (+/- 3 meters HH1 GPS) 
 DL2636
 DL2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2345124567(NAD 83)
 DL2636
 DL2636                          SUPERSEDED SURVEY CONTROL
 DL2636
 DL2636.No superseded survey control is available for this station.
 DL2636
 DL2636_MARKER: DD = SURVEY DISK
 DL2636_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2636_SP_SET: RETAINING WALL
 DL2636_STAMPING: 4L67 2007
 DL2636_MARK LOGO: WIDT
 DL2636_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2636+STABILITY: SURFACE MOTION
 DL2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2636+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2021
 DL2636
 DL2636  HISTORY     - Date     Condition        Report By
 DL2636  HISTORY     - 2007     MONUMENTED       WIDT
 DL2636  HISTORY     - 20080822 GOOD             WIDT
 DL2636  HISTORY     - 20211027 GOOD             USPSQD
 DL2636  HISTORY     - 20211104 GOOD             USPSQD
 DL2636
 DL2636                          STATION DESCRIPTION
 DL2636
 DL2636'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2636'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 DL2636'COUNTY HIGHWAY V (EAST MASON STREET, EXIT 183) ON THE EAST SIDE OF THE
 DL2636'CITY OF GREEN BAY, GO SOUTH ON INTERSTATE HIGHWAY 43 FOR 1.6 MI (2.6
 DL2636'KM) TO COUNTY HIGHWAY JJ (MANITOWOC ROAD, EXIT 181), EXIT RIGHT AND GO
 DL2636'WEST ON COUNTY HIGHWAY JJ (MANITOWOC ROAD BECOMING VERLIN ROAD) FOR
 DL2636'0.4 MILE TO A RAILROAD BRIDGE OVER THE HIGHWAY, CONTINUE SOUTHWEST ON
 DL2636'COUNTY HIGHWAY JJ (VERLIN ROAD) FOR 23 M (75.5 FT) TO A CONCRETE
 DL2636'RETAINING WALL AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DL2636'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2636'DISK STAMPED --4L67 2007-- SET IN A DRILL HOLE IN THE TOP OF THE
 DL2636'NORTHEAST END OF THE RETAINING WALL, 1.2 M (3.9 FT) ABOVE GROUND
 DL2636'LEVEL, AND APPROXIMATELY 2 M (6.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DL2636'STATION IS 10.9 M (35.8 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DL2636'HIGHWAY JJ (VERLIN ROAD), APPROXIMATELY 70 M (229.7 FT) NORTHEAST OF
 DL2636'THE CENTERLINE OF US HIGHWAY 141 AND STATE HIGHWAY 29 (MAIN STREET),
 DL2636'22.8 M (74.8 FT) SOUTHWEST OF THE CENTERLINE OF THE RAILROAD BRIDGE
 DL2636'OVERPASS, 3.7 M (12.1 FT) SOUTHWEST OF THE SLOPED NORTHEAST END OF THE
 DL2636'RETAINING WALL, AND 0.6 M (2.0 FT) SOUTHEAST OF A WHITE PLASTIC
 DL2636'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DL2636'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2636
 DL2636                          STATION RECOVERY (2021)
 DL2636
 DL2636'RECOVERY NOTE BY US POWER SQUADRON 2021 (OJB)
 DL2636'RECOVERED IN GOOD CONDITION.
 DL2636
 DL2636                          STATION RECOVERY (2021)
 DL2636
 DL2636'RECOVERY NOTE BY US POWER SQUADRON 2021 (OJB)
 DL2636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2475 ***********************************************************************
 DL2475  DESIGNATION -  4L68
 DL2475  PID         -  DL2475
 DL2475  STATE/COUNTY-  WI/BROWN
 DL2475  COUNTRY     -  US
 DL2475  USGS QUAD   -  BELLEVUE (2018)
 DL2475
 DL2475                         *CURRENT SURVEY CONTROL
 DL2475  ______________________________________________________________________
 DL2475* NAD 83(1986) POSITION- 44 26 37.44   (N) 087 53 10.37   (W)   HD_HELD1
 DL2475* NAVD 88 ORTHO HEIGHT -   243.364 (meters)      798.44  (feet) ADJUSTED
 DL2475  ______________________________________________________________________
 DL2475  GEOID HEIGHT    -        -36.138 (meters)                     GEOID18
 DL2475  DYNAMIC HEIGHT  -        243.332 (meters)      798.33  (feet) COMP
 DL2475  MODELED GRAVITY -    980,480.6   (mgal)                       NAVD 88
 DL2475
 DL2475  VERT ORDER      -  SECOND    CLASS I
 DL2475
 DL2475.The horizontal coordinates were determined by differentially corrected
 DL2475.hand held GPS observations or other comparable positioning techniques
 DL2475.and have an estimated accuracy of +/- 3 meters.
 DL2475
 DL2475.The orthometric height was determined by differential leveling and
 DL2475.adjusted by the WI DEPT OF TRANSP
 DL2475.in May 2012.
 DL2475
 DL2475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2475.GEOID18 height accuracy estimate available here.
 DL2475
 DL2475.Click photographs - Photos may exist for this station.
 DL2475
 DL2475.The dynamic height is computed by dividing the NAVD 88
 DL2475.geopotential number by the normal gravity value computed on the
 DL2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2475.degrees latitude (g = 980.6199 gals.).
 DL2475
 DL2475.The modeled gravity was interpolated from observed gravity values.
 DL2475
 DL2475;                    North         East    Units  Estimated Accuracy
 DL2475;SPC WI C     -    70,016.3     768,245.9     MT  (+/- 3 meters HH1 GPS) 
 DL2475
 DL2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2948021541(NAD 83)
 DL2475
 DL2475                          SUPERSEDED SURVEY CONTROL
 DL2475
 DL2475.No superseded survey control is available for this station.
 DL2475
 DL2475_MARKER: DD = SURVEY DISK
 DL2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2475_STAMPING: 4L68 2007
 DL2475_MARK LOGO: WIDT
 DL2475_PROJECTION: FLUSH
 DL2475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2475+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2021
 DL2475
 DL2475  HISTORY     - Date     Condition        Report By
 DL2475  HISTORY     - 2008     MONUMENTED       WIDT
 DL2475  HISTORY     - 20080820 GOOD             WIDT
 DL2475  HISTORY     - 20211027 GOOD             USPSQD
 DL2475
 DL2475                          STATION DESCRIPTION
 DL2475
 DL2475'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2475'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH US
 DL2475'HIGHWAY 141 IN THE VILLAGE OF BELLEVUE, GO EAST ON STATE HIGHWAY 29
 DL2475'FOR 1.7 MI (2.7 KM) TO TRESTLE ROAD, CONTINUE EAST ON STATE HIGHWAY 29
 DL2475'FOR 0.04 MILE TO THE STATION ON THE RIGHT.
 DL2475'
 DL2475'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2475'GEODETIC SURVEY CONTROL STATION DISK STAMPED --4L68 2007-- SET IN THE
 DL2475'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP,
 DL2475'FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT) BELOW THE
 DL2475'HIGHWAY PAVEMENT.
 DL2475'
 DL2475'THE STATION IS 12.7 M (41.7 FT) SOUTH OF THE CENTERLINE OF STATE
 DL2475'HIGHWAY 29, 72 M (236.2 FT) EAST OF TRESTLE ROAD, 37.3 M (122.4 FT)
 DL2475'EAST OF THE TOP CENTER OF TELEPHONE PEDESTAL --BLVU 3000 20--, 36.0 M
 DL2475'(118.1 FT) WEST OF POWER POLE --2322-30W8--, 35.4 M (116.1 FT) EAST OF
 DL2475'POWER POLE --2322 30W17-- WITH ONE GUY WIRE, 26.6 M (87.3 FT) EAST OF
 DL2475'A --ZONING AND LAND USE ORDINANCE-- WOOD SIGN POST, AND 1.0 M (3.3 FT)
 DL2475'SOUTH, 1.0 M (3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE
 DL2475'WHITE PLASTIC WITNESS POSTS.
 DL2475'
 DL2475'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2475'15 DEGREES ABOVE THE HORIZON EXCEPT FOR MULTIPLE POWER LINES OVERHEAD.
 DL2475
 DL2475                          STATION RECOVERY (2021)
 DL2475
 DL2475'RECOVERY NOTE BY US POWER SQUADRON 2021 (OJB)
 DL2475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2476 ***********************************************************************
 DL2476  DESIGNATION -  4L69
 DL2476  PID         -  DL2476
 DL2476  STATE/COUNTY-  WI/BROWN
 DL2476  COUNTRY     -  US
 DL2476  USGS QUAD   -  POLAND (2018)
 DL2476
 DL2476                         *CURRENT SURVEY CONTROL
 DL2476  ______________________________________________________________________
 DL2476* NAD 83(1986) POSITION- 44 26 38.22   (N) 087 51 06.02   (W)   HD_HELD1
 DL2476* NAVD 88 ORTHO HEIGHT -   242.689 (meters)      796.22  (feet) ADJUSTED
 DL2476  ______________________________________________________________________
 DL2476  GEOID HEIGHT    -        -36.133 (meters)                     GEOID18
 DL2476  DYNAMIC HEIGHT  -        242.657 (meters)      796.12  (feet) COMP
 DL2476  MODELED GRAVITY -    980,481.2   (mgal)                       NAVD 88
 DL2476
 DL2476  VERT ORDER      -  SECOND    CLASS I
 DL2476
 DL2476.The horizontal coordinates were determined by differentially corrected
 DL2476.hand held GPS observations or other comparable positioning techniques
 DL2476.and have an estimated accuracy of +/- 3 meters.
 DL2476
 DL2476.The orthometric height was determined by differential leveling and
 DL2476.adjusted by the WI DEPT OF TRANSP
 DL2476.in May 2012.
 DL2476
 DL2476.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2476.GEOID18 height accuracy estimate available here.
 DL2476
 DL2476.Click photographs - Photos may exist for this station.
 DL2476
 DL2476.The dynamic height is computed by dividing the NAVD 88
 DL2476.geopotential number by the normal gravity value computed on the
 DL2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2476.degrees latitude (g = 980.6199 gals.).
 DL2476
 DL2476.The modeled gravity was interpolated from observed gravity values.
 DL2476
 DL2476;                    North         East    Units  Estimated Accuracy
 DL2476;SPC WI C     -    70,112.5     770,993.9     MT  (+/- 3 meters HH1 GPS) 
 DL2476
 DL2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3222921536(NAD 83)
 DL2476
 DL2476                          SUPERSEDED SURVEY CONTROL
 DL2476
 DL2476.No superseded survey control is available for this station.
 DL2476
 DL2476_MARKER: DD = SURVEY DISK
 DL2476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2476_SP_SET: CULVERT HEADWALL
 DL2476_STAMPING: 4L69 2007
 DL2476_MARK LOGO: WIDT
 DL2476_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2476+STABILITY: SURFACE MOTION
 DL2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2476+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2021
 DL2476
 DL2476  HISTORY     - Date     Condition        Report By
 DL2476  HISTORY     - 2007     MONUMENTED       WIDT
 DL2476  HISTORY     - 20080819 GOOD             WIDT
 DL2476  HISTORY     - 20211027 GOOD             USPSQD
 DL2476
 DL2476                          STATION DESCRIPTION
 DL2476
 DL2476'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2476'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL2476'HIGHWAY T IN THE COMMUNITY OF POLAND, GO WEST ON STATE HIGHWAY 29 FOR
 DL2476'1.0 MILE TO BUYARSKI ROAD, CONTINUE WEST ON STATE HIGHWAY 29 FOR 0.23
 DL2476'MILE TO BOX CULVERT --C-5-39-98-- AND THE STATION ON THE RIGHT.
 DL2476'
 DL2476'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2476'GEODETIC SURVEY CONTROL STATION DISK STAMPED --4L69 2007-- SET IN A
 DL2476'DRILL HOLE IN THE TOP OF THE EAST END OF THE NORTH CULVERT HEADWALL
 DL2476'APPROXIMATELY 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.
 DL2476'
 DL2476'THE STATION IS 9.3 M (30.5 FT) NORTH OF THE CENTERLINE OF STATE
 DL2476'HIGHWAY 29, 0.07 MILE EAST OF CHET'S LANE, 15.1 M (49.5 FT) EAST OF
 DL2476'THE CENTERLINE OF PRIVATE ENTRANCE --4601--, 17 CM (7 INCHES) WEST OF
 DL2476'THE EAST END AND 15 CM (6 INCHES) SOUTH OF THE NORTH EDGE OF THE
 DL2476'CULVERT HEADWALL, AND 0.7 M (2.3 FT) WEST-NORTHWEST OF A WHITE PLASTIC
 DL2476'WITNESS POST.
 DL2476'
 DL2476'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2476'15 DEGREES ABOVE THE HORIZON.
 DL2476
 DL2476                          STATION RECOVERY (2021)
 DL2476
 DL2476'RECOVERY NOTE BY US POWER SQUADRON 2021 (OJB)
 DL2476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2477 ***********************************************************************
 DL2477  DESIGNATION -  4L70
 DL2477  PID         -  DL2477
 DL2477  STATE/COUNTY-  WI/BROWN
 DL2477  COUNTRY     -  US
 DL2477  USGS QUAD   -  POLAND (2018)
 DL2477
 DL2477                         *CURRENT SURVEY CONTROL
 DL2477  ______________________________________________________________________
 DL2477* NAD 83(1986) POSITION- 44 26 38.38   (N) 087 49 49.97   (W)   HD_HELD1
 DL2477* NAVD 88 ORTHO HEIGHT -   247.936 (meters)      813.44  (feet) ADJUSTED
 DL2477  ______________________________________________________________________
 DL2477  GEOID HEIGHT    -        -36.133 (meters)                     GEOID18
 DL2477  DYNAMIC HEIGHT  -        247.904 (meters)      813.33  (feet) COMP
 DL2477  MODELED GRAVITY -    980,481.1   (mgal)                       NAVD 88
 DL2477
 DL2477  VERT ORDER      -  SECOND    CLASS I
 DL2477
 DL2477.The horizontal coordinates were determined by differentially corrected
 DL2477.hand held GPS observations or other comparable positioning techniques
 DL2477.and have an estimated accuracy of +/- 3 meters.
 DL2477
 DL2477.The orthometric height was determined by differential leveling and
 DL2477.adjusted by the WI DEPT OF TRANSP
 DL2477.in May 2012.
 DL2477
 DL2477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2477.GEOID18 height accuracy estimate available here.
 DL2477
 DL2477.Click photographs - Photos may exist for this station.
 DL2477
 DL2477.The dynamic height is computed by dividing the NAVD 88
 DL2477.geopotential number by the normal gravity value computed on the
 DL2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2477.degrees latitude (g = 980.6199 gals.).
 DL2477
 DL2477.The modeled gravity was interpolated from observed gravity values.
 DL2477
 DL2477;                    North         East    Units  Estimated Accuracy
 DL2477;SPC WI C     -    70,162.2     772,674.8     MT  (+/- 3 meters HH1 GPS) 
 DL2477
 DL2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3391021523(NAD 83)
 DL2477
 DL2477                          SUPERSEDED SURVEY CONTROL
 DL2477
 DL2477.No superseded survey control is available for this station.
 DL2477
 DL2477_MARKER: DD = SURVEY DISK
 DL2477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2477_SP_SET: CULVERT HEADWALL
 DL2477_STAMPING: 4L70 2007
 DL2477_MARK LOGO: WIDT
 DL2477_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2477+STABILITY: SURFACE MOTION
 DL2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2477+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2008
 DL2477
 DL2477  HISTORY     - Date     Condition        Report By
 DL2477  HISTORY     - 2007     MONUMENTED       WIDT
 DL2477  HISTORY     - 20080820 GOOD             WIDT
 DL2477
 DL2477                          STATION DESCRIPTION
 DL2477
 DL2477'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2477'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL2477'HIGHWAY T IN THE COMMUNITY OF POLAND, GO WEST ON STATE HIGHWAY 29 FOR
 DL2477'0.21 MILE TO BOX CULVERT --C-5-40-98-- AND THE STATION ON THE RIGHT.
 DL2477'
 DL2477'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2477'GEODETIC SURVEY CONTROL STATION DISK STAMPED --4L70 2007-- SET IN A
 DL2477'DRILL HOLE IN THE TOP OF THE WEST END OF THE NORTH CULVERT HEADWALL
 DL2477'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DL2477'
 DL2477'THE STATION IS 9.4 M (30.8 FT) NORTH OF THE CENTERLINE OF STATE
 DL2477'HIGHWAY 29, 19.2 M (63.0 FT) EAST OF THE EXTENDED CENTERLINE OF
 DL2477'PRIVATE ENTRANCE --5032--, 26 CM (10 INCHES) EAST OF THE WEST END AND
 DL2477'16 CM (6 INCHES) SOUTH OF THE NORTH EDGE OF THE CULVERT HEADWALL, AND
 DL2477'0.6 M (2.0 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL2477'
 DL2477'NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DL2477'QUADRANTS EXTENDING TO 80 DEGREES ABOVE THE HORIZON AND TREES IN THE
 DL2477'SOUTH QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2478 ***********************************************************************
 DL2478  DESIGNATION -  4L71
 DL2478  PID         -  DL2478
 DL2478  STATE/COUNTY-  WI/BROWN
 DL2478  COUNTRY     -  US
 DL2478  USGS QUAD   -  POLAND (2018)
 DL2478
 DL2478                         *CURRENT SURVEY CONTROL
 DL2478  ______________________________________________________________________
 DL2478* NAD 83(1986) POSITION- 44 26 36.93   (N) 087 47 07.93   (W)   HD_HELD1
 DL2478* NAVD 88 ORTHO HEIGHT -   272.550 (meters)      894.19  (feet) ADJUSTED
 DL2478  ______________________________________________________________________
 DL2478  GEOID HEIGHT    -        -36.140 (meters)                     GEOID18
 DL2478  DYNAMIC HEIGHT  -        272.515 (meters)      894.08  (feet) COMP
 DL2478  MODELED GRAVITY -    980,479.6   (mgal)                       NAVD 88
 DL2478
 DL2478  VERT ORDER      -  SECOND    CLASS I
 DL2478
 DL2478.The horizontal coordinates were determined by differentially corrected
 DL2478.hand held GPS observations or other comparable positioning techniques
 DL2478.and have an estimated accuracy of +/- 3 meters.
 DL2478
 DL2478.The orthometric height was determined by differential leveling and
 DL2478.adjusted by the WI DEPT OF TRANSP
 DL2478.in May 2012.
 DL2478
 DL2478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2478.GEOID18 height accuracy estimate available here.
 DL2478
 DL2478.Click photographs - Photos may exist for this station.
 DL2478
 DL2478.The dynamic height is computed by dividing the NAVD 88
 DL2478.geopotential number by the normal gravity value computed on the
 DL2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2478.degrees latitude (g = 980.6199 gals.).
 DL2478
 DL2478.The modeled gravity was interpolated from observed gravity values.
 DL2478
 DL2478;                    North         East    Units  Estimated Accuracy
 DL2478;SPC WI C     -    70,214.1     776,257.8     MT  (+/- 3 meters HH1 GPS) 
 DL2478
 DL2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3749121443(NAD 83)
 DL2478
 DL2478                          SUPERSEDED SURVEY CONTROL
 DL2478
 DL2478.No superseded survey control is available for this station.
 DL2478
 DL2478_MARKER: DD = SURVEY DISK
 DL2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2478_STAMPING: 4L71 2007
 DL2478_MARK LOGO: WIDT
 DL2478_PROJECTION: FLUSH
 DL2478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2478+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2021
 DL2478
 DL2478  HISTORY     - Date     Condition        Report By
 DL2478  HISTORY     - 2008     MONUMENTED       WIDT
 DL2478  HISTORY     - 20080820 GOOD             WIDT
 DL2478  HISTORY     - 20211027 GOOD             USPSQD
 DL2478
 DL2478                          STATION DESCRIPTION
 DL2478
 DL2478'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2478'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DL2478'STATE HIGHWAY 29 WITH COUNTY HIGHWAY P APPROXIMATELY 2 MI (3.2 KM)
 DL2478'EAST OF THE COMMUNITY OF POLAND.
 DL2478'
 DL2478'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2478'GEODETIC SURVEY CONTROL STATION DISK STAMPED --4L71 2007-- SET IN THE
 DL2478'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP,
 DL2478'FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT) BELOW THE
 DL2478'HIGHWAY PAVEMENT.
 DL2478'
 DL2478'THE STATION IS 18.9 M (62.0 FT) SOUTH OF STATE HIGHWAY 29, 18.9 M
 DL2478'(62.0 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY P, 17.4 M (57.1 FT)
 DL2478'SOUTHWEST OF A --NO PASSING ZONE-- WOOD SIGN POST, 12.6 M (41.3 FT)
 DL2478'EAST OF A --STOP-- WOOD SIGN POST, 11.4 M (37.4 FT) EAST OF A --29
 DL2478'LEFT-RIGHT, COUNTY HIGHWAY P AHEAD-- WOOD SIGN POST, 5.8 M (19.0 FT)
 DL2478'SOUTHEAST OF AN ORANGE --WARNING GAS PIPELINE-- FIBERGLASS POST, AND
 DL2478'1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT)
 DL2478'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2478'
 DL2478'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2478'15 DEGREES ABOVE THE HORIZON.
 DL2478
 DL2478                          STATION RECOVERY (2021)
 DL2478
 DL2478'RECOVERY NOTE BY US POWER SQUADRON 2021 (OJB)
 DL2478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2479 ***********************************************************************
 DL2479  DESIGNATION -  4L72
 DL2479  PID         -  DL2479
 DL2479  STATE/COUNTY-  WI/KEWAUNEE
 DL2479  COUNTRY     -  US
 DL2479  USGS QUAD   -  STANGELVILLE (2018)
 DL2479
 DL2479                         *CURRENT SURVEY CONTROL
 DL2479  ______________________________________________________________________
 DL2479* NAD 83(1986) POSITION- 44 26 36.07   (N) 087 44 45.30   (W)   HD_HELD1
 DL2479* NAVD 88 ORTHO HEIGHT -   255.515 (meters)      838.30  (feet) ADJUSTED
 DL2479  ______________________________________________________________________
 DL2479  GEOID HEIGHT    -        -36.159 (meters)                     GEOID18
 DL2479  DYNAMIC HEIGHT  -        255.481 (meters)      838.19  (feet) COMP
 DL2479  MODELED GRAVITY -    980,478.1   (mgal)                       NAVD 88
 DL2479
 DL2479  VERT ORDER      -  SECOND    CLASS I
 DL2479
 DL2479.The horizontal coordinates were determined by differentially corrected
 DL2479.hand held GPS observations or other comparable positioning techniques
 DL2479.and have an estimated accuracy of +/- 3 meters.
 DL2479
 DL2479.The orthometric height was determined by differential leveling and
 DL2479.adjusted by the WI DEPT OF TRANSP
 DL2479.in May 2012.
 DL2479
 DL2479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2479.GEOID18 height accuracy estimate available here.
 DL2479
 DL2479.Click photographs - Photos may exist for this station.
 DL2479
 DL2479.The dynamic height is computed by dividing the NAVD 88
 DL2479.geopotential number by the normal gravity value computed on the
 DL2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2479.degrees latitude (g = 980.6199 gals.).
 DL2479
 DL2479.The modeled gravity was interpolated from observed gravity values.
 DL2479
 DL2479;                    North         East    Units  Estimated Accuracy
 DL2479;SPC WI C     -    70,274.4     779,411.2     MT  (+/- 3 meters HH1 GPS) 
 DL2479
 DL2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4064321387(NAD 83)
 DL2479
 DL2479                          SUPERSEDED SURVEY CONTROL
 DL2479
 DL2479.No superseded survey control is available for this station.
 DL2479
 DL2479_MARKER: DD = SURVEY DISK
 DL2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2479_STAMPING: 4L72 2007
 DL2479_MARK LOGO: WIDT
 DL2479_PROJECTION: FLUSH
 DL2479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2479+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2021
 DL2479
 DL2479  HISTORY     - Date     Condition        Report By
 DL2479  HISTORY     - 2008     MONUMENTED       WIDT
 DL2479  HISTORY     - 20080822 GOOD             WIDT
 DL2479  HISTORY     - 20211027 GOOD             USPSQD
 DL2479
 DL2479                          STATION DESCRIPTION
 DL2479
 DL2479'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2479'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL2479'HIGHWAY V NORTH IN THE COMMUNITY OF PILSEN, GO WEST ON STATE HIGHWAY
 DL2479'29 FOR 1.0 MI (1.6 KM) TO COUNTY HIGHWAY V SOUTH LEFT, GASCHE ROAD
 DL2479'RIGHT, AND THE STATION IN THE SOUTHWEST QUADRANT ON THE LEFT.
 DL2479'
 DL2479'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2479'GEODETIC SURVEY CONTROL STATION DISK --4L72 2007-- SET IN THE TOP OF A
 DL2479'40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH
 DL2479'THE GROUND, AND APPROXIMATELY 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DL2479'THE STATION IS 17.5 M (57.4 FT) SOUTH OF THE CENTERLINE OF STATE
 DL2479'HIGHWAY 29, 33.7 M (110.6 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DL2479'V SOUTH, 9.2 M (30.2 FT) SOUTH-SOUTHWEST OF A --COUNTY HIGHWAY V RIGHT
 DL2479'AND AHEAD-- WOOD SIGN POST, 5.4 M (17.7 FT) EAST OF A WOOD FENCE
 DL2479'CORNER POST, 2.6 M (8.5 FT) NORTHEAST OF A BARBED WIRE FENCE, AND 1.0
 DL2479'M (3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT)
 DL2479'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2479'
 DL2479'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2479'15 DEGREES ABOVE THE HORIZON.
 DL2479
 DL2479                          STATION RECOVERY (2021)
 DL2479
 DL2479'RECOVERY NOTE BY US POWER SQUADRON 2021 (OJB)
 DL2479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2480 ***********************************************************************
 DL2480  DESIGNATION -  4L85
 DL2480  PID         -  DL2480
 DL2480  STATE/COUNTY-  WI/KEWAUNEE
 DL2480  COUNTRY     -  US
 DL2480  USGS QUAD   -  STANGELVILLE (2018)
 DL2480
 DL2480                         *CURRENT SURVEY CONTROL
 DL2480  ______________________________________________________________________
 DL2480* NAD 83(1986) POSITION- 44 26 37.28   (N) 087 39 52.32   (W)   HD_HELD1
 DL2480* NAVD 88 ORTHO HEIGHT -   241.895 (meters)      793.62  (feet) ADJUSTED
 DL2480  ______________________________________________________________________
 DL2480  GEOID HEIGHT    -        -36.211 (meters)                     GEOID18
 DL2480  DYNAMIC HEIGHT  -        241.863 (meters)      793.51  (feet) COMP
 DL2480  MODELED GRAVITY -    980,481.3   (mgal)                       NAVD 88
 DL2480
 DL2480  VERT ORDER      -  SECOND    CLASS I
 DL2480
 DL2480.The horizontal coordinates were determined by differentially corrected
 DL2480.hand held GPS observations or other comparable positioning techniques
 DL2480.and have an estimated accuracy of +/- 3 meters.
 DL2480
 DL2480.The orthometric height was determined by differential leveling and
 DL2480.adjusted by the WI DEPT OF TRANSP
 DL2480.in May 2012.
 DL2480
 DL2480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2480.GEOID18 height accuracy estimate available here.
 DL2480
 DL2480.Click photographs - Photos may exist for this station.
 DL2480
 DL2480.The dynamic height is computed by dividing the NAVD 88
 DL2480.geopotential number by the normal gravity value computed on the
 DL2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2480.degrees latitude (g = 980.6199 gals.).
 DL2480
 DL2480.The modeled gravity was interpolated from observed gravity values.
 DL2480
 DL2480;                    North         East    Units  Estimated Accuracy
 DL2480;SPC WI C     -    70,494.8     785,885.9     MT  (+/- 3 meters HH1 GPS) 
 DL2480
 DL2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4712021369(NAD 83)
 DL2480
 DL2480                          SUPERSEDED SURVEY CONTROL
 DL2480
 DL2480.No superseded survey control is available for this station.
 DL2480
 DL2480_MARKER: DD = SURVEY DISK
 DL2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2480_STAMPING: 4L85 2007
 DL2480_MARK LOGO: WIDT
 DL2480_PROJECTION: FLUSH
 DL2480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2480+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2008
 DL2480
 DL2480  HISTORY     - Date     Condition        Report By
 DL2480  HISTORY     - 2008     MONUMENTED       WIDT
 DL2480  HISTORY     - 20080825 GOOD             WIDT
 DL2480
 DL2480                          STATION DESCRIPTION
 DL2480
 DL2480'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2480'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL2480'HIGHWAY AB APPROXIMATELY 2 MI (3.2 KM) EAST OF THE COMMUNITY OF
 DL2480'PILSEN, GO EAST ON STATE HIGHWAY 29 FOR 1.0 MILE TO SLEEPY HOLLOW ROAD
 DL2480'AND THE STATION IN THE NORTHWEST QUADRANT ON THE LEFT.
 DL2480'
 DL2480'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2480'GEODETIC SURVEY CONTROL STATION DISK --4L85 2007-- SET IN THE TOP OF A
 DL2480'40-CM (16 INCH) DIAMETER CONCRETE POST 2.6 M (8.5 FT) DEEP, FLUSH WITH
 DL2480'THE GROUND, AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DL2480'
 DL2480'THE STATION IS 17.4 M (57.1 FT) WEST OF THE CENTERLINE OF SLEEPY
 DL2480'HOLLOW ROAD, 22.4 M (73.5 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DL2480'29, 15.4 M (50.5 FT) NORTHEAST OF A --NO PASSING ZONE-- WOOD SIGN
 DL2480'POST, 15.2 M (49.9 FT) SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL
 DL2480'--L400-66--.  14.6 M (47.9 FT) SOUTH-SOUTHWEST OF A YELLOW PLASTIC
 DL2480'RIGHT-OF-WAY POST, 11.7 M (38.4 FT) NORTHWEST OF A --STOP-- WOOD SIGN
 DL2480'POST, 1.0 M (3.3 FT) SOUTH-SOUTHEAST OF AN ALUMINUM UNSTAMPED WIS.
 DL2480'DEPT. OF TRANSPORTATION DISK SET IN THE TOP OF A CONCRETE POST, AND
 DL2480'0.6 M (2.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DL2480'
 DL2480'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2480'15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE EAST QUADRANTS
 DL2480'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2481 ***********************************************************************
 DL2481  DESIGNATION -  4L86
 DL2481  PID         -  DL2481
 DL2481  STATE/COUNTY-  WI/KEWAUNEE
 DL2481  COUNTRY     -  US
 DL2481  USGS QUAD   -  STANGELVILLE (2018)
 DL2481
 DL2481                         *CURRENT SURVEY CONTROL
 DL2481  ______________________________________________________________________
 DL2481* NAD 83(1986) POSITION- 44 26 36.88   (N) 087 37 45.81   (W)   HD_HELD1
 DL2481* NAVD 88 ORTHO HEIGHT -   215.098 (meters)      705.70  (feet) ADJUSTED
 DL2481  ______________________________________________________________________
 DL2481  GEOID HEIGHT    -        -36.237 (meters)                     GEOID18
 DL2481  DYNAMIC HEIGHT  -        215.070 (meters)      705.61  (feet) COMP
 DL2481  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 DL2481
 DL2481  VERT ORDER      -  SECOND    CLASS I
 DL2481
 DL2481.The horizontal coordinates were determined by differentially corrected
 DL2481.hand held GPS observations or other comparable positioning techniques
 DL2481.and have an estimated accuracy of +/- 3 meters.
 DL2481
 DL2481.The orthometric height was determined by differential leveling and
 DL2481.adjusted by the WI DEPT OF TRANSP
 DL2481.in May 2012.
 DL2481
 DL2481.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2481.GEOID18 height accuracy estimate available here.
 DL2481
 DL2481.Click photographs - Photos may exist for this station.
 DL2481
 DL2481.The dynamic height is computed by dividing the NAVD 88
 DL2481.geopotential number by the normal gravity value computed on the
 DL2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2481.degrees latitude (g = 980.6199 gals.).
 DL2481
 DL2481.The modeled gravity was interpolated from observed gravity values.
 DL2481
 DL2481;                    North         East    Units  Estimated Accuracy
 DL2481;SPC WI C     -    70,563.5     788,682.5     MT  (+/- 3 meters HH1 GPS) 
 DL2481
 DL2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4991621334(NAD 83)
 DL2481
 DL2481                          SUPERSEDED SURVEY CONTROL
 DL2481
 DL2481.No superseded survey control is available for this station.
 DL2481
 DL2481_MARKER: DD = SURVEY DISK
 DL2481_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL2481_SP_SET: BRIDGE ABUTMENT
 DL2481_STAMPING: 4L86 2007
 DL2481_MARK LOGO: WIDT
 DL2481_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2481+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2008
 DL2481
 DL2481  HISTORY     - Date     Condition        Report By
 DL2481  HISTORY     - 2007     MONUMENTED       WIDT
 DL2481  HISTORY     - 20080825 GOOD             WIDT
 DL2481
 DL2481                          STATION DESCRIPTION
 DL2481
 DL2481'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2481'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL2481'HIGHWAY B APPROXIMATELY 5 MI (8.0 KM) WEST OF THE CITY OF KEWAUNEE, GO
 DL2481'WEST ON STATE HIGHWAY 29 FOR 1.0 MI (1.6 KM) TO SAINT PETERS ROAD,
 DL2481'CONTINUE WEST ON STATE HIGHWAY 29 FOR 0.30 MILE TO BRIDGE --B-31-67--
 DL2481'OVER THE EAST TWIN RIVER AND THE STATION ON THE RIGHT.
 DL2481'
 DL2481'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2481'GEODETIC SURVEY CONTROL STATION DISK --4L86 2007-- SET IN A DRILL HOLE
 DL2481'IN THE TOP OF THE NORTH END OF THE EAST BRIDGE ABUTMENT APPROXIMATELY
 DL2481'LEVEL WITH THE HIGHWAY PAVEMENT.
 DL2481'
 DL2481'THE STATION IS 3.9 M (12.8 FT) NORTH OF THE CENTERLINE OF STATE
 DL2481'HIGHWAY 29, 0.25 MILE EAST OF CHURCH ROAD, 13.3 M (43.6 FT) EAST OF A
 DL2481'WOOD --NO PASSING ZONE-- SIGN POST, AND 0.7 M (2.3 FT) SOUTHWEST OF A
 DL2481'WHITE PLASTIC WITNESS POST.
 DL2481'
 DL2481'NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DL2481'QUADRANTS EXTENDING TO 40 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DL2481'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2482 ***********************************************************************
 DL2482  DESIGNATION -  4L87
 DL2482  PID         -  DL2482
 DL2482  STATE/COUNTY-  WI/KEWAUNEE
 DL2482  COUNTRY     -  US
 DL2482  USGS QUAD   -  KEWAUNEE (2018)
 DL2482
 DL2482                         *CURRENT SURVEY CONTROL
 DL2482  ______________________________________________________________________
 DL2482* NAD 83(1986) POSITION- 44 26 36.94   (N) 087 35 28.93   (W)   HD_HELD1
 DL2482* NAVD 88 ORTHO HEIGHT -   229.655 (meters)      753.46  (feet) ADJUSTED
 DL2482  ______________________________________________________________________
 DL2482  GEOID HEIGHT    -        -36.259 (meters)                     GEOID18
 DL2482  DYNAMIC HEIGHT  -        229.626 (meters)      753.36  (feet) COMP
 DL2482  MODELED GRAVITY -    980,487.9   (mgal)                       NAVD 88
 DL2482
 DL2482  VERT ORDER      -  SECOND    CLASS I
 DL2482
 DL2482.The horizontal coordinates were determined by differentially corrected
 DL2482.hand held GPS observations or other comparable positioning techniques
 DL2482.and have an estimated accuracy of +/- 3 meters.
 DL2482
 DL2482.The orthometric height was determined by differential leveling and
 DL2482.adjusted by the WI DEPT OF TRANSP
 DL2482.in May 2012.
 DL2482
 DL2482.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2482.GEOID18 height accuracy estimate available here.
 DL2482
 DL2482.Click photographs - Photos may exist for this station.
 DL2482
 DL2482.The dynamic height is computed by dividing the NAVD 88
 DL2482.geopotential number by the normal gravity value computed on the
 DL2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2482.degrees latitude (g = 980.6199 gals.).
 DL2482
 DL2482.The modeled gravity was interpolated from observed gravity values.
 DL2482
 DL2482;                    North         East    Units  Estimated Accuracy
 DL2482;SPC WI C     -    70,654.4     791,707.9     MT  (+/- 3 meters HH1 GPS) 
 DL2482
 DL2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5294221313(NAD 83)
 DL2482
 DL2482                          SUPERSEDED SURVEY CONTROL
 DL2482
 DL2482.No superseded survey control is available for this station.
 DL2482
 DL2482_MARKER: DD = SURVEY DISK
 DL2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2482_STAMPING: 4L87 2007
 DL2482_MARK LOGO: WIDT
 DL2482_PROJECTION: FLUSH
 DL2482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2482+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 DL2482
 DL2482  HISTORY     - Date     Condition        Report By
 DL2482  HISTORY     - 2008     MONUMENTED       WIDT
 DL2482  HISTORY     - 20080826 GOOD             WIDT
 DL2482
 DL2482                          STATION DESCRIPTION
 DL2482
 DL2482'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2482'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL2482'HIGHWAY B APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF THE CITY OF
 DL2482'KEWAUNEE, GO EAST ON STATE HIGHWAY 29 FOR 0.55 MILE TO THE STATION ON
 DL2482'THE LEFT.
 DL2482'
 DL2482'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2482'GEODETIC SURVEY CONTROL STATION DISK --4L87 2007-- SET IN THE TOP OF A
 DL2482'40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH
 DL2482'THE GROUND, AND APPROXIMATELY 0.5 M (1.6 FT) ABOVE THE HIGHWAY
 DL2482'PAVEMENT.
 DL2482'
 DL2482'THE STATION IS 13.9 M (45.6 FT) NORTH OF THE CENTERLINE OF STATE
 DL2482'HIGHWAY 29, 0.43 MILE WEST OF TOWN HALL ROAD, 45.0 M (147.6 FT)
 DL2482'NORTHEAST OF TELEPHONE PEDESTAL --450 9-4--, 37.5 M (123.0 FT) EAST OF
 DL2482'THE EXTENDED CENTERLINE OF THE EASTERN ENTRANCE TO --E3509--, 29.5 M
 DL2482'(96.8 FT) NORTH-NORTHWEST OF POWER POLE --2324-28E15-- WITH ONE GUY
 DL2482'WIRE, 1.9 M (6.2 FT) SOUTH OF A BARBED WIRE FENCE, 1.7 M (5.6 FT)
 DL2482'SOUTH OF A METAL YELLOW RIGHT-OF-WAY POST, AND 1.0 M (3.3 FT) NORTH,
 DL2482'1.0 M (3.3 FT) SOUTHEAST, AND 1.0 M (3.3 FT) SOUTHWEST OF THREE WHITE
 DL2482'PLASTIC WITNESS POSTS.
 DL2482'
 DL2482'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2482'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2483 ***********************************************************************
 DL2483  DESIGNATION -  4L88
 DL2483  PID         -  DL2483
 DL2483  STATE/COUNTY-  WI/KEWAUNEE
 DL2483  COUNTRY     -  US
 DL2483  USGS QUAD   -  KEWAUNEE (2018)
 DL2483
 DL2483                         *CURRENT SURVEY CONTROL
 DL2483  ______________________________________________________________________
 DL2483* NAD 83(2011) POSITION- 44 26 37.27130(N) 087 33 30.80430(W)   ADJUSTED
 DL2483* NAD 83(2011) ELLIP HT-   186.370 (meters)        (04/14/17)   ADJUSTED
 DL2483* NAD 83(2011) EPOCH   -  2010.00
 DL2483* NAVD 88 ORTHO HEIGHT -   222.659 (meters)      730.51  (feet) ADJUSTED
 DL2483  ______________________________________________________________________
 DL2483  GEOID HEIGHT    -        -36.281 (meters)                     GEOID18
 DL2483  NAD 83(2011) X  -    194,300.571 (meters)                     COMP
 DL2483  NAD 83(2011) Y  - -4,557,084.824 (meters)                     COMP
 DL2483  NAD 83(2011) Z  -  4,443,553.267 (meters)                     COMP
 DL2483  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 DL2483  DYNAMIC HEIGHT  -        222.632 (meters)      730.42  (feet) COMP
 DL2483  MODELED GRAVITY -    980,491.1   (mgal)                       NAVD 88
 DL2483
 DL2483  VERT ORDER      -  SECOND    CLASS I
 DL2483
 DL2483  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2483  Standards:
 DL2483         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2483            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2483  -------------------------------------------------------------------
 DL2483  NETWORK    0.59   0.94           0.26   0.22   0.48      0.08269960
 DL2483  -------------------------------------------------------------------
 DL2483  Click here for local accuracies and other accuracy information.
 DL2483
 DL2483.The horizontal coordinates were established by GPS observations
 DL2483.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2483
 DL2483.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2483.been affixed to the stable North American tectonic plate. See 
 DL2483.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2483
 DL2483.The horizontal coordinates are valid at the epoch date displayed above
 DL2483.which is a decimal equivalence of Year/Month/Day.
 DL2483
 DL2483.The orthometric height was determined by differential leveling and
 DL2483.adjusted by the WI DEPT OF TRANSP
 DL2483.in May 2012.
 DL2483
 DL2483.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2483.GEOID18 height accuracy estimate available here.
 DL2483
 DL2483.Click photographs - Photos may exist for this station.
 DL2483
 DL2483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2483
 DL2483.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2483
 DL2483.The ellipsoidal height was determined by GPS observations
 DL2483.and is referenced to NAD 83.
 DL2483
 DL2483.The dynamic height is computed by dividing the NAVD 88
 DL2483.geopotential number by the normal gravity value computed on the
 DL2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2483.degrees latitude (g = 980.6199 gals.).
 DL2483
 DL2483.The modeled gravity was interpolated from observed gravity values.
 DL2483
 DL2483. The following values were computed from the NAD 83(2011) position.
 DL2483
 DL2483;                    North         East     Units Scale Factor Converg.
 DL2483;SPC WI C     -    70,742.587   794,318.414   MT  0.99996902   +1 43 21.5
 DL2483;SPC WI C     -   232,094.64  2,606,026.33   sFT  0.99996902   +1 43 21.5
 DL2483;UTM  16      - 4,921,305.742   455,553.261   MT  0.99962429   -0 23 28.0
 DL2483
 DL2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2483!SPC WI C     -   0.99997078  x   0.99996902  =   0.99993980
 DL2483!UTM  16      -   0.99997078  x   0.99962429  =   0.99959508
 DL2483
 DL2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5555321305(NAD 83)
 DL2483
 DL2483                          SUPERSEDED SURVEY CONTROL
 DL2483
 DL2483  NAD 83(2007)-  44 26 37.27134(N)    087 33 30.80556(W) AD(2002.00) 1
 DL2483  ELLIP H (04/03/12)  186.388  (m)                       GP(2002.00) 4 1
 DL2483
 DL2483.Superseded values are not recommended for survey control.
 DL2483
 DL2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2483.See file dsdata.pdf to determine how the superseded data were derived.
 DL2483
 DL2483_MARKER: DD = SURVEY DISK
 DL2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2483_STAMPING: 4L88 2007
 DL2483_MARK LOGO: WIDT
 DL2483_PROJECTION: RECESSED 10 CENTIMETERS
 DL2483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2483+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DL2483
 DL2483  HISTORY     - Date     Condition        Report By
 DL2483  HISTORY     - 2008     MONUMENTED       WIDT
 DL2483  HISTORY     - 20081014 GOOD             WIDT
 DL2483  HISTORY     - 20150420 GOOD             WIDT
 DL2483
 DL2483                          STATION DESCRIPTION
 DL2483
 DL2483'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2483'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 (MARQUETTE
 DL2483'DRIVE) WITH COUNTY HIGHWAY C SOUTH ON THE SOUTHWEST SIDE OF THE CITY
 DL2483'OF KEWAUNEE, GO SOUTHWEST ON STATE HIGHWAY 29 FOR 0.7 MILE TO STATE
 DL2483'HIGHWAY 29 CURVING RIGHT AND ANGLE ROAD LEFT, CONTINUE WEST ON STATE
 DL2483'HIGHWAY 29 FOR 0.74 MILE TO THE STATION ON THE RIGHT.
 DL2483'
 DL2483'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2483'GEODETIC SURVEY CONTROL STATION DISK --4L88 2007-- SET IN THE TOP OF A
 DL2483'40-CM (16 INCH) DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP, RECESSED
 DL2483'10 CM (4 INCHES) BELOW THE GROUND SURFACE, AND APPROXIMATELY 0.5 M
 DL2483'(1.6 FT) ABOVE THE HIGHWAY PAVEMENT.
 DL2483'
 DL2483'THE STATION IS 15.2 M (49.9 FT) NORTH OF THE CENTERLINE OF STATE
 DL2483'HIGHWAY 29, 0.69 MILE EAST OF BIRCHWOOD ROAD, 37 M (121.4 FT) WEST OF
 DL2483'THE EXTENDED CENTERLINE OF THE WEST PRIVATE ENTRANCE TO --E4189--,
 DL2483'22.5 M (73.8 FT) EAST OF THE CENTERLINE OF A FARM ENTRANCE, 8.3 M
 DL2483'(27.2 FT) SOUTHEAST OF A YELLOW PLASTIC RIGHT-OF-WAY POST, 7.4 M (24.3
 DL2483'FT) EAST-NORTHEAST OF A YELLOW PLASTIC RIGHT-OF-WAY POST, AND 1.0 M
 DL2483'(3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST
 DL2483'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DL2483'
 DL2483'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2483'15 DEGREES ABOVE THE HORIZON.
 DL2483
 DL2483                          STATION RECOVERY (2015)
 DL2483
 DL2483'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2483'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2484 ***********************************************************************
 DL2484  DESIGNATION -  4L89
 DL2484  PID         -  DL2484
 DL2484  STATE/COUNTY-  WI/KEWAUNEE
 DL2484  COUNTRY     -  US
 DL2484  USGS QUAD   -  KEWAUNEE (2018)
 DL2484
 DL2484                         *CURRENT SURVEY CONTROL
 DL2484  ______________________________________________________________________
 DL2484* NAD 83(1986) POSITION- 44 25 44.21   (N) 087 33 06.76   (W)   HD_HELD1
 DL2484* NAVD 88 ORTHO HEIGHT -   220.100 (meters)      722.11  (feet) ADJUSTED
 DL2484  ______________________________________________________________________
 DL2484  GEOID HEIGHT    -        -36.277 (meters)                     GEOID18
 DL2484  DYNAMIC HEIGHT  -        220.073 (meters)      722.02  (feet) COMP
 DL2484  MODELED GRAVITY -    980,491.4   (mgal)                       NAVD 88
 DL2484
 DL2484  VERT ORDER      -  SECOND    CLASS I
 DL2484
 DL2484.The horizontal coordinates were determined by differentially corrected
 DL2484.hand held GPS observations or other comparable positioning techniques
 DL2484.and have an estimated accuracy of +/- 3 meters.
 DL2484
 DL2484.The orthometric height was determined by differential leveling and
 DL2484.adjusted by the WI DEPT OF TRANSP
 DL2484.in May 2012.
 DL2484
 DL2484.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2484.GEOID18 height accuracy estimate available here.
 DL2484
 DL2484.Click photographs - Photos may exist for this station.
 DL2484
 DL2484.The dynamic height is computed by dividing the NAVD 88
 DL2484.geopotential number by the normal gravity value computed on the
 DL2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2484.degrees latitude (g = 980.6199 gals.).
 DL2484
 DL2484.The modeled gravity was interpolated from observed gravity values.
 DL2484
 DL2484;                    North         East    Units  Estimated Accuracy
 DL2484;SPC WI C     -    69,121.5     794,899.2     MT  (+/- 3 meters HH1 GPS) 
 DL2484
 DL2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5607319664(NAD 83)
 DL2484
 DL2484                          SUPERSEDED SURVEY CONTROL
 DL2484
 DL2484.No superseded survey control is available for this station.
 DL2484
 DL2484_MARKER: DD = SURVEY DISK
 DL2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2484_STAMPING: 4L89 2007
 DL2484_MARK LOGO: WIDT
 DL2484_PROJECTION: FLUSH
 DL2484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2484+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2019
 DL2484
 DL2484  HISTORY     - Date     Condition        Report By
 DL2484  HISTORY     - 2008     MONUMENTED       WIDT
 DL2484  HISTORY     - 20080827 GOOD             WIDT
 DL2484  HISTORY     - 20190716 GOOD             WIDT
 DL2484
 DL2484                          STATION DESCRIPTION
 DL2484
 DL2484'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2484'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2484'HIGHWAY J WEST AND LAKE ROAD EAST APPROXIMATELY 4 MI (6.4 KM)
 DL2484'SOUTH-SOUTHWEST OF THE CITY OF KEWAUNEE, GO NORTH ON STATE HIGHWAY 42
 DL2484'FOR 2.0 MI (3.2 KM) TO STATE HIGHWAY 42 CURVING RIGHT AND KROK ROAD
 DL2484'LEFT, TURN LEFT AND GO WEST ON KROK ROAD FOR 0.54 MILE TO THE STATION
 DL2484'ON THE LEFT.
 DL2484'
 DL2484'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2484'GEODETIC SURVEY CONTROL STATION DISK --4L89 2007-- SET IN THE TOP OF A
 DL2484'40-CM (16 INCH) DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH
 DL2484'THE GROUND AND APPROXIMATELY 1.5 M (4.9 FT) BELOW THE ROAD PAVEMENT.
 DL2484'
 DL2484'THE STATION IS 11.2 M (36.7 FT) SOUTH OF THE CENTERLINE OF KROK ROAD,
 DL2484'0.51 MILE EAST OF ANGLE ROAD, 43 M (141.1 FT) WEST OF THE EXTENDED
 DL2484'CENTERLINE OF PRIVATE ENTRANCE --E4322--, 36.5 M (119.8 FT) SOUTHWEST
 DL2484'OF A POWER POLE --2324 26R2-- WITH ONE TRANSFORMER, 11.7 M (38.4 FT)
 DL2484'WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 1.5 M (4.9 FT) NORTH OF A
 DL2484'CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST,
 DL2484'AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2484'
 DL2484'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2484'15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE NORTH QUADRANTS
 DL2484'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DL2484
 DL2484                          STATION RECOVERY (2019)
 DL2484
 DL2484'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2484'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2593 ***********************************************************************
 DL2593  DESIGNATION -  4L90
 DL2593  PID         -  DL2593
 DL2593  STATE/COUNTY-  WI/KEWAUNEE
 DL2593  COUNTRY     -  US
 DL2593  USGS QUAD   -  KEWAUNEE OE E (2018)
 DL2593
 DL2593                         *CURRENT SURVEY CONTROL
 DL2593  ______________________________________________________________________
 DL2593* NAD 83(1986) POSITION- 44 27 54.91   (N) 087 29 45.34   (W)   HD_HELD1
 DL2593* NAVD 88 ORTHO HEIGHT -   179.306 (meters)      588.27  (feet) ADJUSTED
 DL2593  ______________________________________________________________________
 DL2593  GEOID HEIGHT    -        -36.340 (meters)                     GEOID18
 DL2593  DYNAMIC HEIGHT  -        179.285 (meters)      588.20  (feet) COMP
 DL2593  MODELED GRAVITY -    980,497.7   (mgal)                       NAVD 88
 DL2593
 DL2593  VERT ORDER      -  SECOND    CLASS I
 DL2593
 DL2593.The horizontal coordinates were determined by differentially corrected
 DL2593.hand held GPS observations or other comparable positioning techniques
 DL2593.and have an estimated accuracy of +/- 3 meters.
 DL2593
 DL2593.The orthometric height was determined by differential leveling and
 DL2593.adjusted by the WI DEPT OF TRANSP
 DL2593.in May 2012.
 DL2593
 DL2593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2593.GEOID18 height accuracy estimate available here.
 DL2593
 DL2593.Click photographs - Photos may exist for this station.
 DL2593
 DL2593.The dynamic height is computed by dividing the NAVD 88
 DL2593.geopotential number by the normal gravity value computed on the
 DL2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2593.degrees latitude (g = 980.6199 gals.).
 DL2593
 DL2593.The modeled gravity was interpolated from observed gravity values.
 DL2593
 DL2593;                    North         East    Units  Estimated Accuracy
 DL2593;SPC WI C     -    73,289.6     799,227.7     MT  (+/- 3 meters HH1 GPS) 
 DL2593
 DL2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6055123669(NAD 83)
 DL2593
 DL2593                          SUPERSEDED SURVEY CONTROL
 DL2593
 DL2593.No superseded survey control is available for this station.
 DL2593
 DL2593_MARKER: DD = SURVEY DISK
 DL2593_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL2593_SP_SET: CORS MONUMENT BASEMARK
 DL2593_STAMPING: 4L90 2007
 DL2593_MARK LOGO: WIDT
 DL2593_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL2593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2593+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2022
 DL2593
 DL2593  HISTORY     - Date     Condition        Report By
 DL2593  HISTORY     - 2007     MONUMENTED       WIDT
 DL2593  HISTORY     - 20081002 GOOD             WIDT
 DL2593  HISTORY     - 20180813 GOOD             USPSQD
 DL2593  HISTORY     - 20220829 GOOD             CO-OPS
 DL2593
 DL2593                          STATION DESCRIPTION
 DL2593
 DL2593'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2593'THE STATION IS SET IN THE BASE OF CORS STATION --KEEE-- IN FATHER
 DL2593'MARQUETTE MEMORIAL PARK IN THE CITY OF KEWAUNEE.
 DL2593'
 DL2593'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (MILWAUKEE
 DL2593'STREET) WITH STATE HIGHWAY 29 (ELLIS STREET) IN THE CITY OF KEWAUNEE,
 DL2593'GO NORTH ON STATE HIGHWAY 42 (MILWAUKEE STREET) FOR 0.6 MILE TO
 DL2593'HATHAWAY DRIVE RIGHT, TURN RIGHT AND GO EAST THEN SOUTHEAST ON
 DL2593'HATHAWAY DRIVE FOR 0.25 MILE TO LAKESHORE DRIVE AND FATHER MARQUETTE
 DL2593'MEMORIAL PARK LEFT, TURN LEFT AND GO EAST ON LAKESHORE DRIVE FOR 18 M
 DL2593'(59.1 FT) TO THE STATION AHEAD.
 DL2593'
 DL2593'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2593'GEODETIC SURVEY CONTROL STATION DISK --4L90 2007-- IN THE TOP OF THE
 DL2593'WEST SIDE OF THE 12 FT (3.7 M) DEEP, 36-INCH (91 CM) DIAMETER CONCRETE
 DL2593'BASE.
 DL2593'
 DL2593'THE STATION IS 34.5 M (113.2 FT) EAST OF THE CENTERLINE OF LAKESHORE
 DL2593'DRIVE, 50.5 M (165.7 FT) NORTH OF A PARK SHELTER BUILDING, 33.5 M
 DL2593'(109.9 FT) NORTHWEST OF A NOAA METAL WEATHER TOWER, 30.9 M (101.4 FT)
 DL2593'EAST OF THE EAST POST OF A --FATHER MARQUETTE MEMORIAL PARK-- SIGN,
 DL2593'18.2 M (59.7 FT) NORTHEAST OF A 2.8 M (9.2 FT) HIGH --FATHER
 DL2593'MARQUETTE-- STONE MONUMENT, 16.4 M (53.8 FT) EAST OF THE NORTHEAST
 DL2593'CORNER OF A PAVED PARKING LOT, 10.5 M (34.4 FT) SOUTH OF A --DANGER--
 DL2593'METAL SIGN POST, AND 8.2 M (26.9 FT) SOUTHWEST OF AN ASPHALT PATH
 DL2593'LEADING TO THE HARBOR NORTH BREAK WALL.
 DL2593
 DL2593                          STATION RECOVERY (2018)
 DL2593
 DL2593'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 DL2593'RECOVERED IN GOOD CONDITION.
 DL2593
 DL2593                          STATION RECOVERY (2022)
 DL2593
 DL2593'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DL2593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4614 ***********************************************************************
 DJ4614  DESIGNATION -  4Q01
 DJ4614  PID         -  DJ4614
 DJ4614  STATE/COUNTY-  WI/BUFFALO
 DJ4614  COUNTRY     -  US
 DJ4614  USGS QUAD   -  ALMA (2018)
 DJ4614
 DJ4614                         *CURRENT SURVEY CONTROL
 DJ4614  ______________________________________________________________________
 DJ4614* NAD 83(1986) POSITION- 44 18 34.89   (N) 091 53 52.92   (W)   HD_HELD1
 DJ4614* NAVD 88 ORTHO HEIGHT -   320.281 (meters)     1050.79  (feet) ADJUSTED
 DJ4614  ______________________________________________________________________
 DJ4614  GEOID HEIGHT    -        -30.410 (meters)                     GEOID18
 DJ4614  DYNAMIC HEIGHT  -        320.239 (meters)     1050.65  (feet) COMP
 DJ4614  MODELED GRAVITY -    980,477.4   (mgal)                       NAVD 88
 DJ4614
 DJ4614  VERT ORDER      -  SECOND    CLASS I
 DJ4614
 DJ4614.The horizontal coordinates were determined by differentially corrected
 DJ4614.hand held GPS observations or other comparable positioning techniques
 DJ4614.and have an estimated accuracy of +/- 3 meters.
 DJ4614
 DJ4614.The orthometric height was determined by differential leveling and
 DJ4614.adjusted by the WI DEPT OF TRANSP
 DJ4614.in May 2012.
 DJ4614
 DJ4614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4614.GEOID18 height accuracy estimate available here.
 DJ4614
 DJ4614.Click photographs - Photos may exist for this station.
 DJ4614
 DJ4614.The dynamic height is computed by dividing the NAVD 88
 DJ4614.geopotential number by the normal gravity value computed on the
 DJ4614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4614.degrees latitude (g = 980.6199 gals.).
 DJ4614
 DJ4614.The modeled gravity was interpolated from observed gravity values.
 DJ4614
 DJ4614;                    North         East    Units  Estimated Accuracy
 DJ4614;SPC WI C     -    54,701.8     448,575.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4614
 DJ4614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8788806860(NAD 83)
 DJ4614
 DJ4614                          SUPERSEDED SURVEY CONTROL
 DJ4614
 DJ4614  NAVD 88 (07/08/08)  320.267  (m)         1050.74   (f) SUPERSEDED  2 1
 DJ4614
 DJ4614.Superseded values are not recommended for survey control.
 DJ4614
 DJ4614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4614.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4614
 DJ4614_MARKER: DD = SURVEY DISK
 DJ4614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4614_STAMPING: 4Q01 2005
 DJ4614_MARK LOGO: WIDT
 DJ4614_PROJECTION: FLUSH
 DJ4614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4614+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 DJ4614
 DJ4614  HISTORY     - Date     Condition        Report By
 DJ4614  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4614  HISTORY     - 20060906 GOOD             WIDT
 DJ4614
 DJ4614                          STATION DESCRIPTION
 DJ4614
 DJ4614'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4614'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (MAIN
 DJ4614'STREET) WITH COUNTY HIGHWAY E (NORTH STREET) IN THE CITY OF ALMA, GO
 DJ4614'EAST ON COUNTY HIGHWAY E (NORTH STREET) FOR 0.1 MI (0.2 KM) TO SECOND
 DJ4614'STREET, TURN RIGHT AND CONTINUE SOUTHERLY ON COUNTY HIGHWAY E (SECOND
 DJ4614'STREET) FOR 0.35 MI (0.6 KM) TO A LEFT CURVE IN THE ROAD, TURN LEFT
 DJ4614'AND CONTINUE EASTERLY ON COUNTY HIGHWAY E FOR 0.75 MI (1.2 KM) TO
 DJ4614'BUENA VISTA PARK ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION
 DJ4614'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4614'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4614'CONCRETE POST (ATTACHED TO BEDROCK 1.0 M (3.3 FT) DEEP), LOCATED
 DJ4614'WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DJ4614'THE STATION IS 12.0 M (39.4 FT) EAST OF THE CENTERLINE OF COUNTY
 DJ4614'HIGHWAY EAST, 28 M (91.9 FT) NORTH OF THE POINT OF INTERSECTION OF
 DJ4614'COUNTY HIGHWAY E WITH THE ENTRANCE TO BUENA VISTA PARK, 17.1 M (56.1
 DJ4614'FT) NORTH OF A METAL POST FOR A --STOP-- SIGN, 12.8 M (42.0 FT) WEST
 DJ4614'OF THE CENTER OF THE BUENA VISTA PARK ENTRANCE ROAD, AND 1.0 M (3.3
 DJ4614'FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4614'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4615 ***********************************************************************
 DJ4615  DESIGNATION -  4Q02
 DJ4615  PID         -  DJ4615
 DJ4615  STATE/COUNTY-  WI/BUFFALO
 DJ4615  COUNTRY     -  US
 DJ4615  USGS QUAD   -  CREAM (2018)
 DJ4615
 DJ4615                         *CURRENT SURVEY CONTROL
 DJ4615  ______________________________________________________________________
 DJ4615* NAD 83(1986) POSITION- 44 18 07.3    (N) 091 52 02.5    (W)   HD_HELD2
 DJ4615* NAVD 88 ORTHO HEIGHT -   382.408 (meters)     1254.62  (feet) ADJUSTED
 DJ4615  ______________________________________________________________________
 DJ4615  GEOID HEIGHT    -        -30.426 (meters)                     GEOID18
 DJ4615  DYNAMIC HEIGHT  -        382.352 (meters)     1254.43  (feet) COMP
 DJ4615  MODELED GRAVITY -    980,462.1   (mgal)                       NAVD 88
 DJ4615
 DJ4615  VERT ORDER      -  SECOND    CLASS I
 DJ4615
 DJ4615.The horizontal coordinates were established by autonomous hand held GPS
 DJ4615.observations and have an estimated accuracy of +/- 10 meters.
 DJ4615
 DJ4615.The orthometric height was determined by differential leveling and
 DJ4615.adjusted by the WI DEPT OF TRANSP
 DJ4615.in May 2012.
 DJ4615
 DJ4615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4615.GEOID18 height accuracy estimate available here.
 DJ4615
 DJ4615.Click photographs - Photos may exist for this station.
 DJ4615
 DJ4615.The dynamic height is computed by dividing the NAVD 88
 DJ4615.geopotential number by the normal gravity value computed on the
 DJ4615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4615.degrees latitude (g = 980.6199 gals.).
 DJ4615
 DJ4615.The modeled gravity was interpolated from observed gravity values.
 DJ4615
 DJ4615;                    North         East    Units  Estimated Accuracy
 DJ4615;SPC WI C     -    53,794.      451,002.      MT  (+/- 10 meters HH2 GPS)
 DJ4615
 DJ4615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9034606043(NAD 83)
 DJ4615
 DJ4615                          SUPERSEDED SURVEY CONTROL
 DJ4615
 DJ4615  NAVD 88 (07/08/08)  382.394  (m)         1254.57   (f) SUPERSEDED  2 1
 DJ4615
 DJ4615.Superseded values are not recommended for survey control.
 DJ4615
 DJ4615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4615.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4615
 DJ4615_MARKER: DD = SURVEY DISK
 DJ4615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4615_STAMPING: 4Q02 2005
 DJ4615_MARK LOGO: WIDT
 DJ4615_PROJECTION: FLUSH
 DJ4615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4615+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 DJ4615
 DJ4615  HISTORY     - Date     Condition        Report By
 DJ4615  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4615  HISTORY     - 20060915 GOOD             WIDT
 DJ4615
 DJ4615                          STATION DESCRIPTION
 DJ4615
 DJ4615'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4615'TO REACH THE STATION FROM THE WESTERN JUNCTION OF COUNTY HIGHWAY E
 DJ4615'WITH COUNTY HIGHWAY N (SOUTH) ABOUT 3 MI (4.8 KM) EAST OF THE CITY OF
 DJ4615'ALMA, GO WEST ON COUNTY HIGHWAY E FOR 0.3 MI (0.5 KM) TO CHICKADEE
 DJ4615'LANE (BURMEISTER ROAD) ON THE RIGHT, CONTINUE WEST ON COUNTY HIGHWAY E
 DJ4615'FOR 0.45 MI (0.7 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DJ4615'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4615'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4615'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4615'THE HIGHWAY PAVEMENT.  THE STATION IS 8.4 M (27.6 FT) SOUTH OF THE
 DJ4615'CENTERLINE OF COUNTY HIGHWAY EAST, 23.1 M (75.8 FT) SOUTH-SOUTHEAST OF
 DJ4615'A POWER POLE --8014AA33--, 11 M (36.1 FT) EAST OF A FIELD ENTRANCE,
 DJ4615'AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC
 DJ4615'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4615'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4617 ***********************************************************************
 DJ4617  DESIGNATION -  4Q03
 DJ4617  PID         -  DJ4617
 DJ4617  STATE/COUNTY-  WI/BUFFALO
 DJ4617  COUNTRY     -  US
 DJ4617  USGS QUAD   -  CREAM (2018)
 DJ4617
 DJ4617                         *CURRENT SURVEY CONTROL
 DJ4617  ______________________________________________________________________
 DJ4617* NAD 83(1986) POSITION- 44 19 45.7    (N) 091 49 29.5    (W)   HD_HELD2
 DJ4617* NAVD 88 ORTHO HEIGHT -   388.801 (meters)     1275.59  (feet) ADJUSTED
 DJ4617  ______________________________________________________________________
 DJ4617  GEOID HEIGHT    -        -30.500 (meters)                     GEOID18
 DJ4617  DYNAMIC HEIGHT  -        388.748 (meters)     1275.42  (feet) COMP
 DJ4617  MODELED GRAVITY -    980,468.0   (mgal)                       NAVD 88
 DJ4617
 DJ4617  VERT ORDER      -  SECOND    CLASS I
 DJ4617
 DJ4617.The horizontal coordinates were established by autonomous hand held GPS
 DJ4617.observations and have an estimated accuracy of +/- 10 meters.
 DJ4617
 DJ4617.The orthometric height was determined by differential leveling and
 DJ4617.adjusted by the WI DEPT OF TRANSP
 DJ4617.in May 2012.
 DJ4617
 DJ4617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4617.GEOID18 height accuracy estimate available here.
 DJ4617
 DJ4617.Click photographs - Photos may exist for this station.
 DJ4617
 DJ4617.The dynamic height is computed by dividing the NAVD 88
 DJ4617.geopotential number by the normal gravity value computed on the
 DJ4617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4617.degrees latitude (g = 980.6199 gals.).
 DJ4617
 DJ4617.The modeled gravity was interpolated from observed gravity values.
 DJ4617
 DJ4617;                    North         East    Units  Estimated Accuracy
 DJ4617;SPC WI C     -    56,753.      454,461.      MT  (+/- 10 meters HH2 GPS)
 DJ4617
 DJ4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9369309126(NAD 83)
 DJ4617
 DJ4617                          SUPERSEDED SURVEY CONTROL
 DJ4617
 DJ4617  NAVD 88 (07/08/08)  388.788  (m)         1275.55   (f) SUPERSEDED  2 1
 DJ4617
 DJ4617.Superseded values are not recommended for survey control.
 DJ4617
 DJ4617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4617.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4617
 DJ4617_MARKER: DD = SURVEY DISK
 DJ4617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4617_STAMPING: 4Q03 2005
 DJ4617_MARK LOGO: WIDT
 DJ4617_PROJECTION: FLUSH
 DJ4617_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4617+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 DJ4617
 DJ4617  HISTORY     - Date     Condition        Report By
 DJ4617  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4617  HISTORY     - 20060918 GOOD             WIDT
 DJ4617
 DJ4617                          STATION DESCRIPTION
 DJ4617
 DJ4617'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4617'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DJ4617'HIGHWAY S ABOUT 5 MI (8.0 KM) NORTHEAST OF THE CITY OF ALMA, GO SOUTH
 DJ4617'ON COUNTY HIGHWAY N FOR 1.1 MI (1.8 KM) TO THE STATION ON THE RIGHT.
 DJ4617'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4617'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4617'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4617'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4617'7.6 M (24.9 FT) NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY NORTH,
 DJ4617'48.6 M (159.4 FT) SOUTHWEST OF A METAL POST FOR A LEFT CURVE --35
 DJ4617'MPH-- SIGN, 18.0 M (59.1 FT) NORTHWEST OF A POWER POLE, 1 M (3.3 FT)
 DJ4617'SOUTHEAST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) SOUTH,
 DJ4617'NORTHEAST AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4617'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4617'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4618 ***********************************************************************
 DJ4618  DESIGNATION -  4Q04
 DJ4618  PID         -  DJ4618
 DJ4618  STATE/COUNTY-  WI/BUFFALO
 DJ4618  COUNTRY     -  US
 DJ4618  USGS QUAD   -  CREAM (2018)
 DJ4618
 DJ4618                         *CURRENT SURVEY CONTROL
 DJ4618  ______________________________________________________________________
 DJ4618* NAD 83(1986) POSITION- 44 21 08.5    (N) 091 48 34.9    (W)   HD_HELD2
 DJ4618* NAVD 88 ORTHO HEIGHT -   386.892 (meters)     1269.33  (feet) ADJUSTED
 DJ4618  ______________________________________________________________________
 DJ4618  GEOID HEIGHT    -        -30.542 (meters)                     GEOID18
 DJ4618  DYNAMIC HEIGHT  -        386.842 (meters)     1269.16  (feet) COMP
 DJ4618  MODELED GRAVITY -    980,474.9   (mgal)                       NAVD 88
 DJ4618
 DJ4618  VERT ORDER      -  SECOND    CLASS I
 DJ4618
 DJ4618.The horizontal coordinates were established by autonomous hand held GPS
 DJ4618.observations and have an estimated accuracy of +/- 10 meters.
 DJ4618
 DJ4618.The orthometric height was determined by differential leveling and
 DJ4618.adjusted by the WI DEPT OF TRANSP
 DJ4618.in May 2012.
 DJ4618
 DJ4618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4618.GEOID18 height accuracy estimate available here.
 DJ4618
 DJ4618.Click photographs - Photos may exist for this station.
 DJ4618
 DJ4618.The dynamic height is computed by dividing the NAVD 88
 DJ4618.geopotential number by the normal gravity value computed on the
 DJ4618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4618.degrees latitude (g = 980.6199 gals.).
 DJ4618
 DJ4618.The modeled gravity was interpolated from observed gravity values.
 DJ4618
 DJ4618;                    North         East    Units  Estimated Accuracy
 DJ4618;SPC WI C     -    59,281.      455,728.      MT  (+/- 10 meters HH2 GPS)
 DJ4618
 DJ4618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9486511698(NAD 83)
 DJ4618
 DJ4618                          SUPERSEDED SURVEY CONTROL
 DJ4618
 DJ4618  NAVD 88 (07/08/08)  386.879  (m)         1269.29   (f) SUPERSEDED  2 1
 DJ4618
 DJ4618.Superseded values are not recommended for survey control.
 DJ4618
 DJ4618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4618.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4618
 DJ4618_MARKER: DD = SURVEY DISK
 DJ4618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4618_STAMPING: 4Q04 2005
 DJ4618_MARK LOGO: WIDT
 DJ4618_PROJECTION: FLUSH
 DJ4618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4618+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 DJ4618
 DJ4618  HISTORY     - Date     Condition        Report By
 DJ4618  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4618  HISTORY     - 20060918 GOOD             WIDT
 DJ4618
 DJ4618                          STATION DESCRIPTION
 DJ4618
 DJ4618'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4618'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DJ4618'HIGHWAY S ABOUT 5 MI (8.0 KM) NORTHEAST OF THE CITY OF ALMA, GO
 DJ4618'NORTH-NORTHEAST ON COUNTY HIGHWAY N FOR 0.8 MI (1.3 KM) TO THE STATION
 DJ4618'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4618'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4618'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4618'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4618'IS 8.1 M (26.6 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY NORTH, 73
 DJ4618'M (239.5 FT) SOUTH OF A POWER POLE, 30.8 NORTH OF A WOOD POST FOR A
 DJ4618'LEFT CURVE --35 MPH-- SIGN, 20.3 M (66.6 FT) EAST-NORTHEAST OF A POWER
 DJ4618'POLE, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE
 DJ4618'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4618'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4619 ***********************************************************************
 DJ4619  DESIGNATION -  4Q05
 DJ4619  PID         -  DJ4619
 DJ4619  STATE/COUNTY-  WI/BUFFALO
 DJ4619  COUNTRY     -  US
 DJ4619  USGS QUAD   -  CREAM (2018)
 DJ4619
 DJ4619                         *CURRENT SURVEY CONTROL
 DJ4619  ______________________________________________________________________
 DJ4619* NAD 83(1986) POSITION- 44 22 14.4    (N) 091 47 31.4    (W)   HD_HELD2
 DJ4619* NAVD 88 ORTHO HEIGHT -   389.271 (meters)     1277.13  (feet) ADJUSTED
 DJ4619  ______________________________________________________________________
 DJ4619  GEOID HEIGHT    -        -30.575 (meters)                     GEOID18
 DJ4619  DYNAMIC HEIGHT  -        389.221 (meters)     1276.97  (feet) COMP
 DJ4619  MODELED GRAVITY -    980,479.2   (mgal)                       NAVD 88
 DJ4619
 DJ4619  VERT ORDER      -  SECOND    CLASS I
 DJ4619
 DJ4619.The horizontal coordinates were established by autonomous hand held GPS
 DJ4619.observations and have an estimated accuracy of +/- 10 meters.
 DJ4619
 DJ4619.The orthometric height was determined by differential leveling and
 DJ4619.adjusted by the WI DEPT OF TRANSP
 DJ4619.in May 2012.
 DJ4619
 DJ4619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4619.GEOID18 height accuracy estimate available here.
 DJ4619
 DJ4619.Click photographs - Photos may exist for this station.
 DJ4619
 DJ4619.The dynamic height is computed by dividing the NAVD 88
 DJ4619.geopotential number by the normal gravity value computed on the
 DJ4619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4619.degrees latitude (g = 980.6199 gals.).
 DJ4619
 DJ4619.The modeled gravity was interpolated from observed gravity values.
 DJ4619
 DJ4619;                    North         East    Units  Estimated Accuracy
 DJ4619;SPC WI C     -    61,283.      457,178.      MT  (+/- 10 meters HH2 GPS)
 DJ4619
 DJ4619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9624113752(NAD 83)
 DJ4619
 DJ4619                          SUPERSEDED SURVEY CONTROL
 DJ4619
 DJ4619  NAVD 88 (07/08/08)  389.258  (m)         1277.09   (f) SUPERSEDED  2 1
 DJ4619
 DJ4619.Superseded values are not recommended for survey control.
 DJ4619
 DJ4619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4619.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4619
 DJ4619_MARKER: DD = SURVEY DISK
 DJ4619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4619_STAMPING: 4Q05 2005
 DJ4619_MARK LOGO: WIDT
 DJ4619_PROJECTION: FLUSH
 DJ4619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4619+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 DJ4619
 DJ4619  HISTORY     - Date     Condition        Report By
 DJ4619  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4619  HISTORY     - 20060918 GOOD             WIDT
 DJ4619
 DJ4619                          STATION DESCRIPTION
 DJ4619
 DJ4619'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4619'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DJ4619'HIGHWAY T ABOUT 7 MI (11.3 KM) NORTHEAST OF THE CITY OF ALMA, GO WEST
 DJ4619'THEN SOUTH ON COUNTY HIGHWAY N FOR 0.5 MI (0.8 KM) TO THE STATION ON
 DJ4619'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4619'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4619'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4619'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4619'IS 10.3 M (33.8 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DJ4619'NORTH, 19.5 M (64.0 FT) SOUTHEAST OF A METAL POST FOR A --RIGHT
 DJ4619'ARROW-- SIGN, 9 M (29.5 FT) NORTH OF A FIELD ENTRANCE, 4.7 M (15.4 FT)
 DJ4619'NORTH OF A METAL POST FOR A --WARNING NO TRESPASSING-- SIGN, AND 1.0 M
 DJ4619'(3.3 FT) SOUTHEAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC
 DJ4619'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4619'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4621 ***********************************************************************
 DJ4621  DESIGNATION -  4Q06
 DJ4621  PID         -  DJ4621
 DJ4621  STATE/COUNTY-  WI/BUFFALO
 DJ4621  COUNTRY     -  US
 DJ4621  USGS QUAD   -  MODENA (2018)
 DJ4621
 DJ4621                         *CURRENT SURVEY CONTROL
 DJ4621  ______________________________________________________________________
 DJ4621* NAD 83(1986) POSITION- 44 24 06.10   (N) 091 48 18.32   (W)   HD_HELD1
 DJ4621* NAVD 88 ORTHO HEIGHT -   213.749 (meters)      701.27  (feet) ADJUSTED
 DJ4621  ______________________________________________________________________
 DJ4621  GEOID HEIGHT    -        -30.601 (meters)                     GEOID18
 DJ4621  DYNAMIC HEIGHT  -        213.721 (meters)      701.18  (feet) COMP
 DJ4621  MODELED GRAVITY -    980,480.5   (mgal)                       NAVD 88
 DJ4621
 DJ4621  VERT ORDER      -  SECOND    CLASS I
 DJ4621
 DJ4621.The horizontal coordinates were determined by differentially corrected
 DJ4621.hand held GPS observations or other comparable positioning techniques
 DJ4621.and have an estimated accuracy of +/- 3 meters.
 DJ4621
 DJ4621.The orthometric height was determined by differential leveling and
 DJ4621.adjusted by the WI DEPT OF TRANSP
 DJ4621.in May 2012.
 DJ4621
 DJ4621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4621.GEOID18 height accuracy estimate available here.
 DJ4621
 DJ4621.Click photographs - Photos may exist for this station.
 DJ4621
 DJ4621.The dynamic height is computed by dividing the NAVD 88
 DJ4621.geopotential number by the normal gravity value computed on the
 DJ4621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4621.degrees latitude (g = 980.6199 gals.).
 DJ4621
 DJ4621.The modeled gravity was interpolated from observed gravity values.
 DJ4621
 DJ4621;                    North         East    Units  Estimated Accuracy
 DJ4621;SPC WI C     -    64,753.3     456,216.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4621
 DJ4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9515217184(NAD 83)
 DJ4621
 DJ4621                          SUPERSEDED SURVEY CONTROL
 DJ4621
 DJ4621  NAVD 88 (07/08/08)  213.736  (m)          701.23   (f) SUPERSEDED  2 1
 DJ4621
 DJ4621.Superseded values are not recommended for survey control.
 DJ4621
 DJ4621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4621.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4621
 DJ4621_MARKER: DD = SURVEY DISK
 DJ4621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4621_STAMPING: 4Q06 2005
 DJ4621_MARK LOGO: WIDT
 DJ4621_PROJECTION: FLUSH
 DJ4621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4621+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 DJ4621
 DJ4621  HISTORY     - Date     Condition        Report By
 DJ4621  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4621  HISTORY     - 20060919 GOOD             WIDT
 DJ4621
 DJ4621                          STATION DESCRIPTION
 DJ4621
 DJ4621'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4621'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH COUNTY
 DJ4621'HIGHWAY N ABOUT 7 MI (11.3 KM) NORTHEAST OF THE CITY OF ALMA, GO
 DJ4621'NORTHEAST ON STATE HIGHWAY 37 FOR 0.85 MI (1.4 KM) TO THE STATION ON
 DJ4621'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4621'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4621'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4621'THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4621'STATION IS 20.0 M (65.6 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DJ4621'HIGHWAY 37, 0.05 MI (0.1 KM) SOUTH OF COUNTY HIGHWAY NN, 35.8 M (117.5
 DJ4621'FT) SOUTH-SOUTHWEST OF THE SOUTHERNMOST WOOD POST FOR A STEEL GATE,
 DJ4621'25.1 M (82.3 FT) SOUTH OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN,
 DJ4621'2.0 M (6.6 FT) WEST-NORTHWEST OF A BARBED WIRE FENCE, AND 1.0 M (3.3
 DJ4621'FT) SOUTHWEST, EAST-SOUTHEAST AND NORTH-NORTHWEST OF A WHITE PLASTIC
 DJ4621'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4621'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4622 ***********************************************************************
 DJ4622  DESIGNATION -  4Q07
 DJ4622  PID         -  DJ4622
 DJ4622  STATE/COUNTY-  WI/BUFFALO
 DJ4622  COUNTRY     -  US
 DJ4622  USGS QUAD   -  MODENA (2018)
 DJ4622
 DJ4622                         *CURRENT SURVEY CONTROL
 DJ4622  ______________________________________________________________________
 DJ4622* NAD 83(1986) POSITION- 44 25 48.9    (N) 091 47 09.3    (W)   HD_HELD2
 DJ4622* NAVD 88 ORTHO HEIGHT -   221.600 (meters)      727.03  (feet) ADJUSTED
 DJ4622  ______________________________________________________________________
 DJ4622  GEOID HEIGHT    -        -30.620 (meters)                     GEOID18
 DJ4622  DYNAMIC HEIGHT  -        221.571 (meters)      726.94  (feet) COMP
 DJ4622  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 DJ4622
 DJ4622  VERT ORDER      -  SECOND    CLASS I
 DJ4622
 DJ4622.The horizontal coordinates were established by autonomous hand held GPS
 DJ4622.observations and have an estimated accuracy of +/- 10 meters.
 DJ4622
 DJ4622.The orthometric height was determined by differential leveling and
 DJ4622.adjusted by the WI DEPT OF TRANSP
 DJ4622.in May 2012.
 DJ4622
 DJ4622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4622.GEOID18 height accuracy estimate available here.
 DJ4622
 DJ4622.Click photographs - Photos may exist for this station.
 DJ4622
 DJ4622.The dynamic height is computed by dividing the NAVD 88
 DJ4622.geopotential number by the normal gravity value computed on the
 DJ4622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4622.degrees latitude (g = 980.6199 gals.).
 DJ4622
 DJ4622.The modeled gravity was interpolated from observed gravity values.
 DJ4622
 DJ4622;                    North         East    Units  Estimated Accuracy
 DJ4622;SPC WI C     -    67,892.      457,813.      MT  (+/- 10 meters HH2 GPS)
 DJ4622
 DJ4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9663220378(NAD 83)
 DJ4622
 DJ4622                          SUPERSEDED SURVEY CONTROL
 DJ4622
 DJ4622  NAVD 88 (07/08/08)  221.587  (m)          726.99   (f) SUPERSEDED  2 1
 DJ4622
 DJ4622.Superseded values are not recommended for survey control.
 DJ4622
 DJ4622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4622.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4622
 DJ4622_MARKER: DD = SURVEY DISK
 DJ4622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4622_STAMPING: 4Q07 2005
 DJ4622_MARK LOGO: WIDT
 DJ4622_PROJECTION: FLUSH
 DJ4622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4622+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 DJ4622
 DJ4622  HISTORY     - Date     Condition        Report By
 DJ4622  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4622  HISTORY     - 20060919 GOOD             WIDT
 DJ4622
 DJ4622                          STATION DESCRIPTION
 DJ4622
 DJ4622'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4622'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH COUNTY
 DJ4622'HIGHWAY J TO THE WEST ABOUT 10 MI (16.1 KM) SOUTH-SOUTHWEST OF THE
 DJ4622'CITY OF MONDOVI, GO SOUTH ON STATE HIGHWAY 37 FOR 0.3 MI (0.5 KM) TO
 DJ4622'GEHRKE ROAD ON THE LEFT, CONTINUE SOUTHWEST ON STATE HIGHWAY 37 FOR
 DJ4622'0.75 MI (1.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4622'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4622'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4622'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4622'PAVEMENT.  THE STATION IS 10.0 M (32.8 FT) SOUTHEAST OF THE CENTERLINE
 DJ4622'OF STATE HIGHWAY 37, 65 M (213.3 FT) SOUTHWEST OF A PRIVATE ENTRANCE
 DJ4622'--S1142--, 33.0 M (108.3 FT) SOUTHWEST OF A TELEPHONE PEDESTAL --03
 DJ4622'1000 15--, 2.9 M (9.5 FT) NORTHWEST OF A BARBED WIRE FENCE, AND 1.0 M
 DJ4622'(3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DJ4622'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4622'HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A CLUSTER OF TREES
 DJ4622'TO THE SOUTH EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4855 ***********************************************************************
 DJ4855  DESIGNATION -  4Q08
 DJ4855  PID         -  DJ4855
 DJ4855  STATE/COUNTY-  WI/BUFFALO
 DJ4855  COUNTRY     -  US
 DJ4855  USGS QUAD   -  MODENA (2018)
 DJ4855
 DJ4855                         *CURRENT SURVEY CONTROL
 DJ4855  ______________________________________________________________________
 DJ4855* NAD 83(1986) POSITION- 44 26 38.1    (N) 091 46 34.3    (W)   HD_HELD2
 DJ4855* NAVD 88 ORTHO HEIGHT -   219.427 (meters)      719.90  (feet) ADJUSTED
 DJ4855  ______________________________________________________________________
 DJ4855  GEOID HEIGHT    -        -30.626 (meters)                     GEOID18
 DJ4855  DYNAMIC HEIGHT  -        219.399 (meters)      719.81  (feet) COMP
 DJ4855  MODELED GRAVITY -    980,486.1   (mgal)                       NAVD 88
 DJ4855
 DJ4855  VERT ORDER      -  SECOND    CLASS I
 DJ4855
 DJ4855.The horizontal coordinates were established by autonomous hand held GPS
 DJ4855.observations and have an estimated accuracy of +/- 10 meters.
 DJ4855
 DJ4855.The orthometric height was determined by differential leveling and
 DJ4855.adjusted by the WI DEPT OF TRANSP
 DJ4855.in May 2012.
 DJ4855
 DJ4855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4855.GEOID18 height accuracy estimate available here.
 DJ4855
 DJ4855.Click photographs - Photos may exist for this station.
 DJ4855
 DJ4855.The dynamic height is computed by dividing the NAVD 88
 DJ4855.geopotential number by the normal gravity value computed on the
 DJ4855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4855.degrees latitude (g = 980.6199 gals.).
 DJ4855
 DJ4855.The modeled gravity was interpolated from observed gravity values.
 DJ4855
 DJ4855;                    North         East    Units  Estimated Accuracy
 DJ4855;SPC WI C     -    69,393.      458,620.      MT  (+/- 10 meters HH2 GPS)
 DJ4855
 DJ4855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9738321907(NAD 83)
 DJ4855
 DJ4855                          SUPERSEDED SURVEY CONTROL
 DJ4855
 DJ4855  NAVD 88 (07/08/08)  219.414  (m)          719.86   (f) SUPERSEDED  2 1
 DJ4855
 DJ4855.Superseded values are not recommended for survey control.
 DJ4855
 DJ4855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4855.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4855
 DJ4855_MARKER: DD = SURVEY DISK
 DJ4855_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4855_SP_SET: BRIDGE ABUTMENT
 DJ4855_STAMPING: 4Q08 2005
 DJ4855_MARK LOGO: WIDT
 DJ4855_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4855+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 DJ4855
 DJ4855  HISTORY     - Date     Condition        Report By
 DJ4855  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4855  HISTORY     - 20060919 GOOD             WIDT
 DJ4855
 DJ4855                          STATION DESCRIPTION
 DJ4855
 DJ4855'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4855'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH COUNTY
 DJ4855'HIGHWAY J TO THE WEST ABOUT 10 MI (16.1 KM) SOUTH-SOUTHWEST OF THE
 DJ4855'CITY OF MONDOVI, GO WEST ON COUNTY HIGHWAY J FOR 0.05 MI (0.1 KM) TO A
 DJ4855'BRIDGE OVER THE BUFFALO RIVER AND THE STATION ON THE LEFT.
 DJ4855'
 DJ4855'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4855'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DJ4855'OF THE EAST ABUTMENT OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY
 DJ4855'PAVEMENT.   THE STATION IS 4.8 M (15.7 FT) SOUTH OF THE CENTERLINE OF
 DJ4855'COUNTY HIGHWAY J AND 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS
 DJ4855'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4856 ***********************************************************************
 DJ4856  DESIGNATION -  4Q09
 DJ4856  PID         -  DJ4856
 DJ4856  STATE/COUNTY-  WI/BUFFALO
 DJ4856  COUNTRY     -  US
 DJ4856  USGS QUAD   -  MODENA (2018)
 DJ4856
 DJ4856                         *CURRENT SURVEY CONTROL
 DJ4856  ______________________________________________________________________
 DJ4856* NAD 83(1986) POSITION- 44 27 40.1    (N) 091 45 14.4    (W)   HD_HELD2
 DJ4856* NAVD 88 ORTHO HEIGHT -   224.634 (meters)      736.99  (feet) ADJUSTED
 DJ4856  ______________________________________________________________________
 DJ4856  GEOID HEIGHT    -        -30.639 (meters)                     GEOID18
 DJ4856  DYNAMIC HEIGHT  -        224.606 (meters)      736.89  (feet) COMP
 DJ4856  MODELED GRAVITY -    980,488.7   (mgal)                       NAVD 88
 DJ4856
 DJ4856  VERT ORDER      -  SECOND    CLASS I
 DJ4856
 DJ4856.The horizontal coordinates were established by autonomous hand held GPS
 DJ4856.observations and have an estimated accuracy of +/- 10 meters.
 DJ4856
 DJ4856.The orthometric height was determined by differential leveling and
 DJ4856.adjusted by the WI DEPT OF TRANSP
 DJ4856.in May 2012.
 DJ4856
 DJ4856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4856.GEOID18 height accuracy estimate available here.
 DJ4856
 DJ4856.Click photographs - Photos may exist for this station.
 DJ4856
 DJ4856.The dynamic height is computed by dividing the NAVD 88
 DJ4856.geopotential number by the normal gravity value computed on the
 DJ4856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4856.degrees latitude (g = 980.6199 gals.).
 DJ4856
 DJ4856.The modeled gravity was interpolated from observed gravity values.
 DJ4856
 DJ4856;                    North         East    Units  Estimated Accuracy
 DJ4856;SPC WI C     -    71,268.      460,428.      MT  (+/- 10 meters HH2 GPS)
 DJ4856
 DJ4856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9912023847(NAD 83)
 DJ4856
 DJ4856                          SUPERSEDED SURVEY CONTROL
 DJ4856
 DJ4856  NAVD 88 (07/08/08)  224.621  (m)          736.94   (f) SUPERSEDED  2 1
 DJ4856
 DJ4856.Superseded values are not recommended for survey control.
 DJ4856
 DJ4856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4856.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4856
 DJ4856_MARKER: DD = SURVEY DISK
 DJ4856_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4856_SP_SET: BRIDGE WINGWALL
 DJ4856_STAMPING: 4Q09 2005
 DJ4856_MARK LOGO: WIDT
 DJ4856_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4856+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 DJ4856
 DJ4856  HISTORY     - Date     Condition        Report By
 DJ4856  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4856  HISTORY     - 20060920 GOOD             WIDT
 DJ4856
 DJ4856                          STATION DESCRIPTION
 DJ4856
 DJ4856'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4856'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH COUNTY
 DJ4856'HIGHWAY B ABOUT 2.5 MI (4.0 KM) WEST OF THE COMMUNITY OF GILMANTON AND
 DJ4856'ABOUT 7 MI (11.3 KM) SOUTH-SOUTHWEST OF THE CITY OF MONDOVI, GO
 DJ4856'SOUTHWEST ON STATE HIGHWAY 37 FOR 1.5 MI (2.4 KM) TO STEINER ROAD ON
 DJ4856'THE LEFT AND A BRIDGE OVER A SMALL STREAM AND THE STATION ON THE
 DJ4856'RIGHT.
 DJ4856'
 DJ4856'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4856'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4856'WING WALL OF THE BRIDGE --B-6-116-00--, ABOUT 1 M (3.3 FT) BELOW THE
 DJ4856'HIGHWAY PAVEMENT.
 DJ4856'
 DJ4856'THE STATION IS 9.8 M (32.2 FT) NORTH OF THE CENTERLINE OF STATE
 DJ4856'HIGHWAY 37, 44 M (144.4 FT) WEST OF THE EXTENDED CENTER OF STEINER
 DJ4856'ROAD, AND 0.3 M (1.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4624 ***********************************************************************
 DJ4624  DESIGNATION -  4Q10
 DJ4624  PID         -  DJ4624
 DJ4624  STATE/COUNTY-  WI/BUFFALO
 DJ4624  COUNTRY     -  US
 DJ4624  USGS QUAD   -  GILMANTON (2018)
 DJ4624
 DJ4624                         *CURRENT SURVEY CONTROL
 DJ4624  ______________________________________________________________________
 DJ4624* NAD 83(1986) POSITION- 44 28 15.70   (N) 091 43 07.04   (W)   HD_HELD1
 DJ4624* NAVD 88 ORTHO HEIGHT -   227.332 (meters)      745.84  (feet) ADJUSTED
 DJ4624  ______________________________________________________________________
 DJ4624  GEOID HEIGHT    -        -30.668 (meters)                     GEOID18
 DJ4624  DYNAMIC HEIGHT  -        227.304 (meters)      745.75  (feet) COMP
 DJ4624  MODELED GRAVITY -    980,490.6   (mgal)                       NAVD 88
 DJ4624
 DJ4624  VERT ORDER      -  SECOND    CLASS I
 DJ4624
 DJ4624.The horizontal coordinates were determined by differentially corrected
 DJ4624.hand held GPS observations or other comparable positioning techniques
 DJ4624.and have an estimated accuracy of +/- 3 meters.
 DJ4624
 DJ4624.The orthometric height was determined by differential leveling and
 DJ4624.adjusted by the WI DEPT OF TRANSP
 DJ4624.in May 2012.
 DJ4624
 DJ4624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4624.GEOID18 height accuracy estimate available here.
 DJ4624
 DJ4624.Click photographs - Photos may exist for this station.
 DJ4624
 DJ4624.The dynamic height is computed by dividing the NAVD 88
 DJ4624.geopotential number by the normal gravity value computed on the
 DJ4624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4624.degrees latitude (g = 980.6199 gals.).
 DJ4624
 DJ4624.The modeled gravity was interpolated from observed gravity values.
 DJ4624
 DJ4624;                    North         East    Units  Estimated Accuracy
 DJ4624;SPC WI C     -    72,306.3     463,266.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4624
 DJ4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0191724989(NAD 83)
 DJ4624
 DJ4624                          SUPERSEDED SURVEY CONTROL
 DJ4624
 DJ4624  NAVD 88 (07/08/08)  227.319  (m)          745.80   (f) SUPERSEDED  2 1
 DJ4624
 DJ4624.Superseded values are not recommended for survey control.
 DJ4624
 DJ4624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4624.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4624
 DJ4624_MARKER: DD = SURVEY DISK
 DJ4624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4624_STAMPING: 4Q10 2005
 DJ4624_MARK LOGO: WIDT
 DJ4624_PROJECTION: FLUSH
 DJ4624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4624+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 DJ4624
 DJ4624  HISTORY     - Date     Condition        Report By
 DJ4624  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4624  HISTORY     - 20060920 GOOD             WIDT
 DJ4624
 DJ4624                          STATION DESCRIPTION
 DJ4624
 DJ4624'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH COUNTY
 DJ4624'HIGHWAY B ABOUT 2.5 MI (4.0 KM) WEST OF THE COMMUNITY OF GILMANTON AND
 DJ4624'ABOUT 7 MI (11.3 KM) SOUTH-SOUTHWEST OF THE CITY OF MONDOVI, GO EAST
 DJ4624'ON COUNTY HIGHWAY B FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DJ4624'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4624'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4624'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4624'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DJ4624'STATION IS 14.8 M (48.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DJ4624'COUNTY HIGHWAY B, 3.0 M (9.8 FT) NORTH-NORTHWEST OF A BARBED WIRE
 DJ4624'FENCE, 2.9 M (9.5 FT) NORTH-NORTHWEST OF A YELLOW WOOD RIGHT-OF-WAY
 DJ4624'POST, AND 1.0 M (3.3 FT) WEST, NORTH-NORTHEAST, AND SOUTH-SOUTHEAST OF
 DJ4624'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4624'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4642 ***********************************************************************
 DJ4642  DESIGNATION -  4Q11
 DJ4642  PID         -  DJ4642
 DJ4642  STATE/COUNTY-  WI/BUFFALO
 DJ4642  COUNTRY     -  US
 DJ4642  USGS QUAD   -  GILMANTON (2018)
 DJ4642
 DJ4642                         *CURRENT SURVEY CONTROL
 DJ4642  ______________________________________________________________________
 DJ4642* NAD 83(1986) POSITION- 44 29 09.4    (N) 091 41 07.4    (W)   HD_HELD2
 DJ4642* NAVD 88 ORTHO HEIGHT -   249.449 (meters)      818.40  (feet) ADJUSTED
 DJ4642  ______________________________________________________________________
 DJ4642  GEOID HEIGHT    -        -30.695 (meters)                     GEOID18
 DJ4642  DYNAMIC HEIGHT  -        249.419 (meters)      818.30  (feet) COMP
 DJ4642  MODELED GRAVITY -    980,492.1   (mgal)                       NAVD 88
 DJ4642
 DJ4642  VERT ORDER      -  SECOND    CLASS I
 DJ4642
 DJ4642.The horizontal coordinates were established by autonomous hand held GPS
 DJ4642.observations and have an estimated accuracy of +/- 10 meters.
 DJ4642
 DJ4642.The orthometric height was determined by differential leveling and
 DJ4642.adjusted by the WI DEPT OF TRANSP
 DJ4642.in May 2012.
 DJ4642
 DJ4642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4642.GEOID18 height accuracy estimate available here.
 DJ4642
 DJ4642.Click photographs - Photos may exist for this station.
 DJ4642
 DJ4642.The dynamic height is computed by dividing the NAVD 88
 DJ4642.geopotential number by the normal gravity value computed on the
 DJ4642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4642.degrees latitude (g = 980.6199 gals.).
 DJ4642
 DJ4642.The modeled gravity was interpolated from observed gravity values.
 DJ4642
 DJ4642;                    North         East    Units  Estimated Accuracy
 DJ4642;SPC WI C     -    73,908.      465,944.      MT  (+/- 10 meters HH2 GPS)
 DJ4642
 DJ4642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0453326688(NAD 83)
 DJ4642
 DJ4642                          SUPERSEDED SURVEY CONTROL
 DJ4642
 DJ4642  NAVD 88 (07/08/08)  249.436  (m)          818.36   (f) SUPERSEDED  2 1
 DJ4642
 DJ4642.Superseded values are not recommended for survey control.
 DJ4642
 DJ4642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4642.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4642
 DJ4642_MARKER: DD = SURVEY DISK
 DJ4642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4642_STAMPING: 4Q11 2005
 DJ4642_MARK LOGO: WIDT
 DJ4642_PROJECTION: FLUSH
 DJ4642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4642+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 DJ4642
 DJ4642  HISTORY     - Date     Condition        Report By
 DJ4642  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4642  HISTORY     - 20060921 GOOD             WIDT
 DJ4642
 DJ4642                          STATION DESCRIPTION
 DJ4642
 DJ4642'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4642'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 88 WITH STATE
 DJ4642'HIGHWAY 121 IN THE COMMUNITY OF GILMANTON, GO NORTH ON STATE HIGHWAY
 DJ4642'88 FOR 0.35 MI (0.6 KM) TO A LEFT CURVE IN THE HIGHWAY AND COUNTY
 DJ4642'HIGHWAY Z ON THE RIGHT, CURVE LEFT AND CONTINUE NORTHWEST ON STATE
 DJ4642'HIGHWAY 88 FOR 1.15 MI (1.9 KM) TO THE STATION ON THE LEFT.  THE
 DJ4642'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4642'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4642'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4642'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.1 M (23.3 FT)
 DJ4642'WEST OF THE CENTERLINE OF STATE HIGHWAY 88, 11.9 M (39.0 FT) SOUTH OF
 DJ4642'THE WEST END OF A 45-CM (18 INCH) DIAMETER CORRUGATED METAL CULVERT
 DJ4642'PIPE IDENTIFIED WITH A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) EAST
 DJ4642'OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND
 DJ4642'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4642'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4642'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4808 ***********************************************************************
 DJ4808  DESIGNATION -  4R01
 DJ4808  PID         -  DJ4808
 DJ4808  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4808  COUNTRY     -  US
 DJ4808  USGS QUAD   -  GALESVILLE (2018)
 DJ4808
 DJ4808                         *CURRENT SURVEY CONTROL
 DJ4808  ______________________________________________________________________
 DJ4808* NAD 83(1986) POSITION- 44 00 03.6    (N) 091 21 09.5    (W)   HD_HELD2
 DJ4808* NAVD 88 ORTHO HEIGHT -   202.364 (meters)      663.92  (feet) ADJUSTED
 DJ4808  ______________________________________________________________________
 DJ4808  GEOID HEIGHT    -        -31.473 (meters)                     GEOID18
 DJ4808  DYNAMIC HEIGHT  -        202.332 (meters)      663.82  (feet) COMP
 DJ4808  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 DJ4808
 DJ4808  VERT ORDER      -  SECOND    CLASS I
 DJ4808
 DJ4808.The horizontal coordinates were established by autonomous hand held GPS
 DJ4808.observations and have an estimated accuracy of +/- 10 meters.
 DJ4808
 DJ4808.The orthometric height was determined by differential leveling and
 DJ4808.adjusted by the WI DEPT OF TRANSP
 DJ4808.in May 2012.
 DJ4808
 DJ4808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4808.GEOID18 height accuracy estimate available here.
 DJ4808
 DJ4808.Click photographs - Photos may exist for this station.
 DJ4808
 DJ4808.The dynamic height is computed by dividing the NAVD 88
 DJ4808.geopotential number by the normal gravity value computed on the
 DJ4808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4808.degrees latitude (g = 980.6199 gals.).
 DJ4808
 DJ4808.The modeled gravity was interpolated from observed gravity values.
 DJ4808
 DJ4808;                    North         East    Units  Estimated Accuracy
 DJ4808;SPC WI C     -    19,535.      491,511.      MT  (+/- 10 meters HH2 GPS)
 DJ4808
 DJ4808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3207473303(NAD 83)
 DJ4808
 DJ4808                          SUPERSEDED SURVEY CONTROL
 DJ4808
 DJ4808  NAVD 88 (07/08/08)  202.360  (m)          663.91   (f) SUPERSEDED  2 1
 DJ4808
 DJ4808.Superseded values are not recommended for survey control.
 DJ4808
 DJ4808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4808.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4808
 DJ4808_MARKER: DD = SURVEY DISK
 DJ4808_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4808_SP_SET: BRIDGE WINGWALL
 DJ4808_STAMPING: 4R01 2005
 DJ4808_MARK LOGO: WIDT
 DJ4808_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4808+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2011
 DJ4808
 DJ4808  HISTORY     - Date     Condition        Report By
 DJ4808  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4808  HISTORY     - 20060616 GOOD             WIDT
 DJ4808  HISTORY     - 20110920 GOOD             WIDT
 DJ4808
 DJ4808                          STATION DESCRIPTION
 DJ4808
 DJ4808'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4808'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DJ4808'HIGHWAY 35 ABOUT 2 MI (3.2 KM) NORTHWEST OF THE VILLAGE OF HOLMEN, GO
 DJ4808'WEST ON STATE HIGHWAY 35 FOR 3.45 MI (5.6 KM) TO A BRIDGE OVER TANK
 DJ4808'CREEK AND THE STATION ON THE RIGHT.
 DJ4808'
 DJ4808'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4808'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH WING
 DJ4808'WALL OF THE EAST ABUTMENT OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY
 DJ4808'PAVEMENT
 DJ4808'
 DJ4808'5.0 M (16.4 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 35.
 DJ4808'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4808
 DJ4808                          STATION RECOVERY (2011)
 DJ4808
 DJ4808'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4808'NOTE - - STATION IS 1 M (3.3 FT) WEST OF A WITNESS PLAQUE SET ON A
 DJ4808'WOOD GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4547 ***********************************************************************
 DJ4547  DESIGNATION -  4R02
 DJ4547  PID         -  DJ4547
 DJ4547  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4547  COUNTRY     -  US
 DJ4547  USGS QUAD   -  TREMPEALEAU (2018)
 DJ4547
 DJ4547                         *CURRENT SURVEY CONTROL
 DJ4547  ______________________________________________________________________
 DJ4547* NAD 83(1986) POSITION- 44 00 11.1    (N) 091 25 10.2    (W)   HD_HELD2
 DJ4547* NAVD 88 ORTHO HEIGHT -   210.953 (meters)      692.10  (feet) ADJUSTED
 DJ4547  ______________________________________________________________________
 DJ4547  GEOID HEIGHT    -        -31.254 (meters)                     GEOID18
 DJ4547  DYNAMIC HEIGHT  -        210.920 (meters)      691.99  (feet) COMP
 DJ4547  MODELED GRAVITY -    980,456.4   (mgal)                       NAVD 88
 DJ4547
 DJ4547  VERT ORDER      -  SECOND    CLASS I
 DJ4547
 DJ4547.The horizontal coordinates were established by autonomous hand held GPS
 DJ4547.observations and have an estimated accuracy of +/- 10 meters.
 DJ4547
 DJ4547.The orthometric height was determined by differential leveling and
 DJ4547.adjusted by the WI DEPT OF TRANSP
 DJ4547.in May 2012.
 DJ4547
 DJ4547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4547.GEOID18 height accuracy estimate available here.
 DJ4547
 DJ4547.Click photographs - Photos may exist for this station.
 DJ4547
 DJ4547.The dynamic height is computed by dividing the NAVD 88
 DJ4547.geopotential number by the normal gravity value computed on the
 DJ4547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4547.degrees latitude (g = 980.6199 gals.).
 DJ4547
 DJ4547.The modeled gravity was interpolated from observed gravity values.
 DJ4547
 DJ4547;                    North         East    Units  Estimated Accuracy
 DJ4547;SPC WI C     -    19,858.      486,153.      MT  (+/- 10 meters HH2 GPS)
 DJ4547
 DJ4547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2670973429(NAD 83)
 DJ4547
 DJ4547                          SUPERSEDED SURVEY CONTROL
 DJ4547
 DJ4547  NAVD 88 (07/08/08)  210.949  (m)          692.09   (f) SUPERSEDED  2 1
 DJ4547
 DJ4547.Superseded values are not recommended for survey control.
 DJ4547
 DJ4547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4547.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4547
 DJ4547_MARKER: DD = SURVEY DISK
 DJ4547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4547_STAMPING: 4R02 2005
 DJ4547_MARK LOGO: WIDT
 DJ4547_PROJECTION: FLUSH
 DJ4547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4547+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2006
 DJ4547
 DJ4547  HISTORY     - Date     Condition        Report By
 DJ4547  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4547  HISTORY     - 20060616 GOOD             WIDT
 DJ4547  HISTORY     - 20111017 MARK NOT FOUND   WIDT
 DJ4547
 DJ4547                          STATION DESCRIPTION
 DJ4547
 DJ4547'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (THIRD
 DJ4547'STREET) WITH COUNTY HIGHWAY K (CHASE STREET) IN THE VILLAGE OF
 DJ4547'TREMPEALEAU, GO EAST ON STATE HIGHWAY 35 FOR 0.6 MI (1.0 KM) TO THE
 DJ4547'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4547'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4547'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4547'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4547'IS 12.1 M (39.7 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 35, 86 M
 DJ4547'(282.2 FT) WEST OF THE NORTH END OF A 75-CM (30 INCH) DIAMETER
 DJ4547'CORRUGATED METAL CULVERT PIPE, 59 M (193.6 FT) NORTHEAST OF A POWER
 DJ4547'POLE, 3 M (9.8 FT) SOUTH OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT)
 DJ4547'NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4547'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4547'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4547
 DJ4547                          STATION RECOVERY (2011)
 DJ4547
 DJ4547'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4547'LOCATION OF STATION BY TIES PLACES IT ON THE NORTH EDGE OF PAVEMENT OF
 DJ4547'A NEW TURNOUT LANE. WITNESS POSTS WERE FOUND UNEARTHED NEARBY.
 DJ4547'MONUMENT SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4548 ***********************************************************************
 DJ4548  DESIGNATION -  4R03
 DJ4548  PID         -  DJ4548
 DJ4548  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4548  COUNTRY     -  US
 DJ4548  USGS QUAD   -  TREMPEALEAU (2018)
 DJ4548
 DJ4548                         *CURRENT SURVEY CONTROL
 DJ4548  ______________________________________________________________________
 DJ4548* NAD 83(1986) POSITION- 44 01 08.4    (N) 091 26 27.7    (W)   HD_HELD2
 DJ4548* NAVD 88 ORTHO HEIGHT -   216.544 (meters)      710.44  (feet) ADJUSTED
 DJ4548  ______________________________________________________________________
 DJ4548  GEOID HEIGHT    -        -31.176 (meters)                     GEOID18
 DJ4548  DYNAMIC HEIGHT  -        216.511 (meters)      710.34  (feet) COMP
 DJ4548  MODELED GRAVITY -    980,460.3   (mgal)                       NAVD 88
 DJ4548
 DJ4548  VERT ORDER      -  SECOND    CLASS I
 DJ4548
 DJ4548.The horizontal coordinates were established by autonomous hand held GPS
 DJ4548.observations and have an estimated accuracy of +/- 10 meters.
 DJ4548
 DJ4548.The orthometric height was determined by differential leveling and
 DJ4548.adjusted by the WI DEPT OF TRANSP
 DJ4548.in May 2012.
 DJ4548
 DJ4548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4548.GEOID18 height accuracy estimate available here.
 DJ4548
 DJ4548.Click photographs - Photos may exist for this station.
 DJ4548
 DJ4548.The dynamic height is computed by dividing the NAVD 88
 DJ4548.geopotential number by the normal gravity value computed on the
 DJ4548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4548.degrees latitude (g = 980.6199 gals.).
 DJ4548
 DJ4548.The modeled gravity was interpolated from observed gravity values.
 DJ4548
 DJ4548;                    North         East    Units  Estimated Accuracy
 DJ4548;SPC WI C     -    21,656.      484,458.      MT  (+/- 10 meters HH2 GPS)
 DJ4548
 DJ4548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2494975164(NAD 83)
 DJ4548
 DJ4548                          SUPERSEDED SURVEY CONTROL
 DJ4548
 DJ4548  NAVD 88 (07/08/08)  216.540  (m)          710.43   (f) SUPERSEDED  2 1
 DJ4548
 DJ4548.Superseded values are not recommended for survey control.
 DJ4548
 DJ4548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4548.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4548
 DJ4548_MARKER: DD = SURVEY DISK
 DJ4548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4548_STAMPING: 4R03 2005
 DJ4548_MARK LOGO: WIDT
 DJ4548_PROJECTION: FLUSH
 DJ4548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4548+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 DJ4548
 DJ4548  HISTORY     - Date     Condition        Report By
 DJ4548  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4548  HISTORY     - 20060619 GOOD             WIDT
 DJ4548  HISTORY     - 20101204 GOOD             INDIV
 DJ4548
 DJ4548                          STATION DESCRIPTION
 DJ4548
 DJ4548'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (THIRD
 DJ4548'STREET) WITH COUNTY HIGHWAY K (CHASE STREET) IN THE VILLAGE OF
 DJ4548'TREMPEALEAU, GO WEST ON STATE HIGHWAY 35 (THIRD STREET) FOR 0.45 MI
 DJ4548'(0.7 KM) TO A RIGHT TURN IN THE POSTED HIGHWAY ROUTE (MAIN STREET),
 DJ4548'TURN RIGHT AND GO NORTH ON STATE HIGHWAY 35 (MAIN STREET) FOR 0.9 MI
 DJ4548'(1.4 KM) TO BLUFF VIEW ACRES ON THE RIGHT AND THE STATION ON THE LEFT.
 DJ4548'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4548'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4548'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4548'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4548'14.8 M (48.6 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 35, 21 M
 DJ4548'(68.9 FT) SOUTH OF A FIELD ENTRANCE, 14 M (45.9 FT) SOUTH OF THE
 DJ4548'EXTENDED CENTER OF BLUFF VIEW ACRES, 3 M (9.8 FT) EAST OF AN
 DJ4548'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST
 DJ4548'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4548'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DJ4548'HORIZON.
 DJ4548
 DJ4548                          STATION RECOVERY (2010)
 DJ4548
 DJ4548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 DJ4548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4549 ***********************************************************************
 DJ4549  DESIGNATION -  4R04
 DJ4549  PID         -  DJ4549
 DJ4549  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4549  COUNTRY     -  US
 DJ4549  USGS QUAD   -  TREMPEALEAU (2018)
 DJ4549
 DJ4549                         *CURRENT SURVEY CONTROL
 DJ4549  ______________________________________________________________________
 DJ4549* NAD 83(1986) POSITION- 44 02 55.6    (N) 091 26 39.1    (W)   HD_HELD2
 DJ4549* NAVD 88 ORTHO HEIGHT -   223.858 (meters)      734.44  (feet) ADJUSTED
 DJ4549  ______________________________________________________________________
 DJ4549  GEOID HEIGHT    -        -31.146 (meters)                     GEOID18
 DJ4549  DYNAMIC HEIGHT  -        223.826 (meters)      734.34  (feet) COMP
 DJ4549  MODELED GRAVITY -    980,468.0   (mgal)                       NAVD 88
 DJ4549
 DJ4549  VERT ORDER      -  SECOND    CLASS I
 DJ4549
 DJ4549.The horizontal coordinates were established by autonomous hand held GPS
 DJ4549.observations and have an estimated accuracy of +/- 10 meters.
 DJ4549
 DJ4549.The orthometric height was determined by differential leveling and
 DJ4549.adjusted by the WI DEPT OF TRANSP
 DJ4549.in May 2012.
 DJ4549
 DJ4549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4549.GEOID18 height accuracy estimate available here.
 DJ4549
 DJ4549.Click photographs - Photos may exist for this station.
 DJ4549
 DJ4549.The dynamic height is computed by dividing the NAVD 88
 DJ4549.geopotential number by the normal gravity value computed on the
 DJ4549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4549.degrees latitude (g = 980.6199 gals.).
 DJ4549
 DJ4549.The modeled gravity was interpolated from observed gravity values.
 DJ4549
 DJ4549;                    North         East    Units  Estimated Accuracy
 DJ4549;SPC WI C     -    24,969.      484,263.      MT  (+/- 10 meters HH2 GPS)
 DJ4549
 DJ4549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2463378467(NAD 83)
 DJ4549
 DJ4549                          SUPERSEDED SURVEY CONTROL
 DJ4549
 DJ4549  NAVD 88 (07/08/08)  223.854  (m)          734.43   (f) SUPERSEDED  2 1
 DJ4549
 DJ4549.Superseded values are not recommended for survey control.
 DJ4549
 DJ4549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4549.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4549
 DJ4549_MARKER: DD = SURVEY DISK
 DJ4549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4549_STAMPING: 4R04 2005
 DJ4549_MARK LOGO: WIDT
 DJ4549_PROJECTION: FLUSH
 DJ4549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4549+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 DJ4549
 DJ4549  HISTORY     - Date     Condition        Report By
 DJ4549  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4549  HISTORY     - 20060619 GOOD             WIDT
 DJ4549  HISTORY     - 20101204 GOOD             INDIV
 DJ4549
 DJ4549                          STATION DESCRIPTION
 DJ4549
 DJ4549'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4549'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35, STATE
 DJ4549'HIGHWAY 54, AND STATE HIGHWAY 93 IN THE COMMUNITY OF CENTERVILLE ABOUT
 DJ4549'4 MI (6.4 KM) NORTH OF THE VILLAGE OF TREMPEALEAU, GO SOUTH ON STATE
 DJ4549'HIGHWAY 35 FOR 1.1 MI (1.8 KM) TO PRAIRIE VIEW LANE ON THE RIGHT,
 DJ4549'CONTINUE SOUTH ON STATE HIGHWAY 35 FOR 0.5 MI (0.8 KM) TO THE STATION
 DJ4549'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4549'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4549'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4549'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4549'IS 13.1 M (43.0 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 35,
 DJ4549'11 M (36.1 FT) SOUTHEAST OF A FIELD ENTRANCE, 2 M (6.6 FT) NORTHEAST
 DJ4549'OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH, EAST, AND
 DJ4549'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4549'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4549'HORIZON.
 DJ4549
 DJ4549                          STATION RECOVERY (2010)
 DJ4549
 DJ4549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 DJ4549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4541 ***********************************************************************
 DJ4541  DESIGNATION -  4R05
 DJ4541  PID         -  DJ4541
 DJ4541  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4541  COUNTRY     -  US
 DJ4541  USGS QUAD   -  TREMPEALEAU (2018)
 DJ4541
 DJ4541                         *CURRENT SURVEY CONTROL
 DJ4541  ______________________________________________________________________
 DJ4541* NAD 83(1986) POSITION- 44 04 02.8    (N) 091 27 04.3    (W)   HD_HELD2
 DJ4541* NAVD 88 ORTHO HEIGHT -   224.073 (meters)      735.15  (feet) ADJUSTED
 DJ4541  ______________________________________________________________________
 DJ4541  GEOID HEIGHT    -        -31.110 (meters)                     GEOID18
 DJ4541  DYNAMIC HEIGHT  -        224.041 (meters)      735.04  (feet) COMP
 DJ4541  MODELED GRAVITY -    980,472.8   (mgal)                       NAVD 88
 DJ4541
 DJ4541  VERT ORDER      -  SECOND    CLASS I
 DJ4541
 DJ4541.The horizontal coordinates were established by autonomous hand held GPS
 DJ4541.observations and have an estimated accuracy of +/- 10 meters.
 DJ4541
 DJ4541.The orthometric height was determined by differential leveling and
 DJ4541.adjusted by the WI DEPT OF TRANSP
 DJ4541.in May 2012.
 DJ4541
 DJ4541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4541.GEOID18 height accuracy estimate available here.
 DJ4541
 DJ4541.Click photographs - Photos may exist for this station.
 DJ4541
 DJ4541.The dynamic height is computed by dividing the NAVD 88
 DJ4541.geopotential number by the normal gravity value computed on the
 DJ4541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4541.degrees latitude (g = 980.6199 gals.).
 DJ4541
 DJ4541.The modeled gravity was interpolated from observed gravity values.
 DJ4541
 DJ4541;                    North         East    Units  Estimated Accuracy
 DJ4541;SPC WI C     -    27,053.      483,739.      MT  (+/- 10 meters HH2 GPS)
 DJ4541
 DJ4541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2403380529(NAD 83)
 DJ4541
 DJ4541                          SUPERSEDED SURVEY CONTROL
 DJ4541
 DJ4541  NAVD 88 (07/08/08)  224.068  (m)          735.13   (f) SUPERSEDED  2 1
 DJ4541
 DJ4541.Superseded values are not recommended for survey control.
 DJ4541
 DJ4541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4541.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4541
 DJ4541_MARKER: DD = SURVEY DISK
 DJ4541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4541_STAMPING: 4R05 2005
 DJ4541_MARK LOGO: WIDT
 DJ4541_PROJECTION: FLUSH
 DJ4541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4541+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2011
 DJ4541
 DJ4541  HISTORY     - Date     Condition        Report By
 DJ4541  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4541  HISTORY     - 20060619 GOOD             WIDT
 DJ4541  HISTORY     - 20110920 GOOD             WIDT
 DJ4541
 DJ4541                          STATION DESCRIPTION
 DJ4541
 DJ4541'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4541'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35, STATE
 DJ4541'HIGHWAY 54, AND STATE HIGHWAY 93 IN THE COMMUNITY OF CENTERVILLE ABOUT
 DJ4541'4 MI (6.4 KM) NORTH OF THE VILLAGE OF TREMPEALEAU, GO SOUTH ON STATE
 DJ4541'HIGHWAY 35 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4541'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4541'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4541'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4541'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.0 M (32.8
 DJ4541'FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 35, 28 M (91.9 FT) SOUTH
 DJ4541'OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE --N15806--, 5.0 M (16.4
 DJ4541'FT) NORTH OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE --N15786--, 2 M
 DJ4541'(6.6 FT) EAST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) WEST,
 DJ4541'SOUTHEAST, AND NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4541'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4541'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4541
 DJ4541                          STATION RECOVERY (2011)
 DJ4541
 DJ4541'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4809 ***********************************************************************
 DJ4809  DESIGNATION -  4R06
 DJ4809  PID         -  DJ4809
 DJ4809  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4809  COUNTRY     -  US
 DJ4809  USGS QUAD   -  TREMPEALEAU (2018)
 DJ4809
 DJ4809                         *CURRENT SURVEY CONTROL
 DJ4809  ______________________________________________________________________
 DJ4809* NAD 83(1986) POSITION- 44 06 24.4    (N) 091 27 16.3    (W)   HD_HELD2
 DJ4809* NAVD 88 ORTHO HEIGHT -   234.633 (meters)      769.79  (feet) ADJUSTED
 DJ4809  ______________________________________________________________________
 DJ4809  GEOID HEIGHT    -        -31.065 (meters)                     GEOID18
 DJ4809  DYNAMIC HEIGHT  -        234.600 (meters)      769.68  (feet) COMP
 DJ4809  MODELED GRAVITY -    980,472.8   (mgal)                       NAVD 88
 DJ4809
 DJ4809  VERT ORDER      -  SECOND    CLASS I
 DJ4809
 DJ4809.The horizontal coordinates were established by autonomous hand held GPS
 DJ4809.observations and have an estimated accuracy of +/- 10 meters.
 DJ4809
 DJ4809.The orthometric height was determined by differential leveling and
 DJ4809.adjusted by the WI DEPT OF TRANSP
 DJ4809.in May 2012.
 DJ4809
 DJ4809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4809.GEOID18 height accuracy estimate available here.
 DJ4809
 DJ4809.Click photographs - Photos may exist for this station.
 DJ4809
 DJ4809.The dynamic height is computed by dividing the NAVD 88
 DJ4809.geopotential number by the normal gravity value computed on the
 DJ4809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4809.degrees latitude (g = 980.6199 gals.).
 DJ4809
 DJ4809.The modeled gravity was interpolated from observed gravity values.
 DJ4809
 DJ4809;                    North         East    Units  Estimated Accuracy
 DJ4809;SPC WI C     -    31,428.      483,550.      MT  (+/- 10 meters HH2 GPS)
 DJ4809
 DJ4809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2368484893(NAD 83)
 DJ4809
 DJ4809                          SUPERSEDED SURVEY CONTROL
 DJ4809
 DJ4809  NAVD 88 (07/08/08)  234.628  (m)          769.78   (f) SUPERSEDED  2 1
 DJ4809
 DJ4809.Superseded values are not recommended for survey control.
 DJ4809
 DJ4809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4809.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4809
 DJ4809_MARKER: DD = SURVEY DISK
 DJ4809_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ4809_SP_SET: CATTLE PASS WINGWALL
 DJ4809_STAMPING: 4R06 2005
 DJ4809_MARK LOGO: WIDT
 DJ4809_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4809+STABILITY: SURFACE MOTION
 DJ4809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4809+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 DJ4809
 DJ4809  HISTORY     - Date     Condition        Report By
 DJ4809  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4809  HISTORY     - 20060620 GOOD             WIDT
 DJ4809  HISTORY     - 20110927 GOOD             WIDT
 DJ4809
 DJ4809                          STATION DESCRIPTION
 DJ4809
 DJ4809'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4809'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35, STATE
 DJ4809'HIGHWAY 54, AND STATE HIGHWAY 93 IN THE COMMUNITY OF CENTERVILLE ABOUT
 DJ4809'4 MI (6.4 KM) NORTH OF THE VILLAGE OF TREMPEALEAU, GO NORTH ON STATE
 DJ4809'HIGHWAY 93 FOR 2.6 MI (4.2 KM) TO TROWBRIDGE LANE, CONTINUE NORTH ON
 DJ4809'STATE HIGHWAY 93 FOR 0.1 MI (0.2 KM) TO A CATTLE PASS UNDER THE
 DJ4809'HIGHWAY AND THE STATION ON THE RIGHT.
 DJ4809'
 DJ4809'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4809'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4809'WING WALL OF THE CATTLE PASS, ABOUT 3 M (9.8 FT) BELOW THE HIGHWAY
 DJ4809'PAVEMENT.
 DJ4809'
 DJ4809'THE STATION IS 14.1 M (46.3 FT) EAST OF THE CENTERLINE OF STATE
 DJ4809'HIGHWAY 93, 100 M (328.1 FT) SOUTH OF BORTLE ROAD, AND 0.1 M (0.3 FT)
 DJ4809'SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4809
 DJ4809                          STATION RECOVERY (2011)
 DJ4809
 DJ4809'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4809'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4810 ***********************************************************************
 DJ4810  DESIGNATION -  4R07
 DJ4810  PID         -  DJ4810
 DJ4810  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4810  COUNTRY     -  US
 DJ4810  USGS QUAD   -  TAMARACK (2018)
 DJ4810
 DJ4810                         *CURRENT SURVEY CONTROL
 DJ4810  ______________________________________________________________________
 DJ4810* NAD 83(1986) POSITION- 44 08 30.4    (N) 091 26 19.5    (W)   HD_HELD2
 DJ4810* NAVD 88 ORTHO HEIGHT -   241.771 (meters)      793.21  (feet) ADJUSTED
 DJ4810  ______________________________________________________________________
 DJ4810  GEOID HEIGHT    -        -31.075 (meters)                     GEOID18
 DJ4810  DYNAMIC HEIGHT  -        241.736 (meters)      793.10  (feet) COMP
 DJ4810  MODELED GRAVITY -    980,468.5   (mgal)                       NAVD 88
 DJ4810
 DJ4810  VERT ORDER      -  SECOND    CLASS I
 DJ4810
 DJ4810.The horizontal coordinates were established by autonomous hand held GPS
 DJ4810.observations and have an estimated accuracy of +/- 10 meters.
 DJ4810
 DJ4810.The orthometric height was determined by differential leveling and
 DJ4810.adjusted by the WI DEPT OF TRANSP
 DJ4810.in May 2012.
 DJ4810
 DJ4810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4810.GEOID18 height accuracy estimate available here.
 DJ4810
 DJ4810.Click photographs - Photos may exist for this station.
 DJ4810
 DJ4810.The dynamic height is computed by dividing the NAVD 88
 DJ4810.geopotential number by the normal gravity value computed on the
 DJ4810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4810.degrees latitude (g = 980.6199 gals.).
 DJ4810
 DJ4810.The modeled gravity was interpolated from observed gravity values.
 DJ4810
 DJ4810;                    North         East    Units  Estimated Accuracy
 DJ4810;SPC WI C     -    35,294.      484,882.      MT  (+/- 10 meters HH2 GPS)
 DJ4810
 DJ4810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2487388805(NAD 83)
 DJ4810
 DJ4810                          SUPERSEDED SURVEY CONTROL
 DJ4810
 DJ4810  NAVD 88 (07/08/08)  241.765  (m)          793.19   (f) SUPERSEDED  2 1
 DJ4810
 DJ4810.Superseded values are not recommended for survey control.
 DJ4810
 DJ4810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4810.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4810
 DJ4810_MARKER: DD = SURVEY DISK
 DJ4810_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4810_SP_SET: BRIDGE ABUTMENT
 DJ4810_STAMPING: 4R07 2005
 DJ4810_MARK LOGO: WIDT
 DJ4810_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4810+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 DJ4810
 DJ4810  HISTORY     - Date     Condition        Report By
 DJ4810  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4810  HISTORY     - 20060621 GOOD             WIDT
 DJ4810  HISTORY     - 20110927 GOOD             WIDT
 DJ4810
 DJ4810                          STATION DESCRIPTION
 DJ4810
 DJ4810'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4810'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35, STATE
 DJ4810'HIGHWAY 54, AND STATE HIGHWAY 93 IN THE COMMUNITY OF CENTERVILLE ABOUT
 DJ4810'4 MI (6.4 KM) NORTH OF THE VILLAGE OF TREMPEALEAU, GO NORTH ON STATE
 DJ4810'HIGHWAY 93 FOR 4.3 TO FOX COULEE LANE ON THE RIGHT, CONTINUE NORTH ON
 DJ4810'STATE HIGHWAY 93 FOR 1.1 MI (1.8 KM) 5.4 MI (8.7 KM) TO A BRIDGE OVER
 DJ4810'A SMALL STREAM AND THE STATION ON THE LEFT.
 DJ4810'
 DJ4810'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4810'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DJ4810'THE SOUTH ABUTMENT OF THE BRIDGE --B-61-113-98--, ABOUT LEVEL WITH THE
 DJ4810'HIGHWAY PAVEMENT.
 DJ4810'
 DJ4810'THE STATION IS 8.6 M (28.2 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4810'93, 50 M (164.0 FT) SOUTH OF GERMAN COULEE LANE, AND 0.4 M (1.3 FT)
 DJ4810'NORTH OF A WHITE PLASTIC WITNESS POST.
 DJ4810
 DJ4810                          STATION RECOVERY (2011)
 DJ4810
 DJ4810'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4919 ***********************************************************************
 DJ4919  DESIGNATION -  4R08
 DJ4919  PID         -  DJ4919
 DJ4919  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4919  COUNTRY     -  US
 DJ4919  USGS QUAD   -  TAMARACK (2018)
 DJ4919
 DJ4919                         *CURRENT SURVEY CONTROL
 DJ4919  ______________________________________________________________________
 DJ4919* NAD 83(1986) POSITION- 44 11 03.9    (N) 091 27 14.4    (W)   HD_HELD2
 DJ4919* NAVD 88 ORTHO HEIGHT -   257.431 (meters)      844.59  (feet) ADJUSTED
 DJ4919  ______________________________________________________________________
 DJ4919  GEOID HEIGHT    -        -31.007 (meters)                     GEOID18
 DJ4919  DYNAMIC HEIGHT  -        257.395 (meters)      844.47  (feet) COMP
 DJ4919  MODELED GRAVITY -    980,472.4   (mgal)                       NAVD 88
 DJ4919
 DJ4919  VERT ORDER      -  SECOND    CLASS I
 DJ4919
 DJ4919.The horizontal coordinates were established by autonomous hand held GPS
 DJ4919.observations and have an estimated accuracy of +/- 10 meters.
 DJ4919
 DJ4919.The orthometric height was determined by differential leveling and
 DJ4919.adjusted by the WI DEPT OF TRANSP
 DJ4919.in May 2012.
 DJ4919
 DJ4919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4919.GEOID18 height accuracy estimate available here.
 DJ4919
 DJ4919.Click photographs - Photos may exist for this station.
 DJ4919
 DJ4919.The dynamic height is computed by dividing the NAVD 88
 DJ4919.geopotential number by the normal gravity value computed on the
 DJ4919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4919.degrees latitude (g = 980.6199 gals.).
 DJ4919
 DJ4919.The modeled gravity was interpolated from observed gravity values.
 DJ4919
 DJ4919;                    North         East    Units  Estimated Accuracy
 DJ4919;SPC WI C     -    40,053.      483,747.      MT  (+/- 10 meters HH2 GPS)
 DJ4919
 DJ4919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2356593517(NAD 83)
 DJ4919
 DJ4919                          SUPERSEDED SURVEY CONTROL
 DJ4919
 DJ4919  NAVD 88 (07/08/08)  257.424  (m)          844.57   (f) SUPERSEDED  2 1
 DJ4919
 DJ4919.Superseded values are not recommended for survey control.
 DJ4919
 DJ4919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4919.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4919
 DJ4919_MARKER: DD = SURVEY DISK
 DJ4919_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4919_SP_SET: BOX CULVERT WINGWALL
 DJ4919_STAMPING: 4R08 2005
 DJ4919_MARK LOGO: WIDT
 DJ4919_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4919+STABILITY: SURFACE MOTION
 DJ4919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4919+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 DJ4919
 DJ4919  HISTORY     - Date     Condition        Report By
 DJ4919  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4919  HISTORY     - 20060621 GOOD             WIDT
 DJ4919  HISTORY     - 20110927 GOOD             WIDT
 DJ4919
 DJ4919                          STATION DESCRIPTION
 DJ4919
 DJ4919'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4919'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35, STATE
 DJ4919'HIGHWAY 54, AND STATE HIGHWAY 93 IN THE COMMUNITY OF CENTERVILLE ABOUT
 DJ4919'4 MI (6.4 KM) NORTH OF THE VILLAGE OF TREMPEALEAU, GO NORTH ON STATE
 DJ4919'HIGHWAY 93 FOR 7.8 MI (12.6 KM) TO NORWAY VALLEY ROAD, CONTINUE NORTH
 DJ4919'ON STATE HIGHWAY 93 FOR 0.7 MI (1.1 KM) TO A BOX CULVERT AND THE
 DJ4919'STATION ON THE RIGHT.
 DJ4919'
 DJ4919'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4919'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4919'WING WALL OF THE BOX CULVERT --C-61-65-95--, ABOUT 5 M (16.4 FT) BELOW
 DJ4919'THE HIGHWAY PAVEMENT.
 DJ4919'
 DJ4919'THE STATION IS 15.7 M (51.5 FT) EAST OF THE CENTERLINE OF STATE
 DJ4919'HIGHWAY 93 AND 0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4919
 DJ4919                          STATION RECOVERY (2011)
 DJ4919
 DJ4919'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4551 ***********************************************************************
 DJ4551  DESIGNATION -  4R09
 DJ4551  PID         -  DJ4551
 DJ4551  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4551  COUNTRY     -  US
 DJ4551  USGS QUAD   -  TAMARACK (2018)
 DJ4551
 DJ4551                         *CURRENT SURVEY CONTROL
 DJ4551  ______________________________________________________________________
 DJ4551* NAD 83(1986) POSITION- 44 14 00.6    (N) 091 28 25.0    (W)   HD_HELD2
 DJ4551* NAVD 88 ORTHO HEIGHT -   297.927 (meters)      977.45  (feet) ADJUSTED
 DJ4551  ______________________________________________________________________
 DJ4551  GEOID HEIGHT    -        -30.980 (meters)                     GEOID18
 DJ4551  DYNAMIC HEIGHT  -        297.890 (meters)      977.33  (feet) COMP
 DJ4551  MODELED GRAVITY -    980,483.4   (mgal)                       NAVD 88
 DJ4551
 DJ4551  VERT ORDER      -  SECOND    CLASS I
 DJ4551
 DJ4551.The horizontal coordinates were established by autonomous hand held GPS
 DJ4551.observations and have an estimated accuracy of +/- 10 meters.
 DJ4551
 DJ4551.The orthometric height was determined by differential leveling and
 DJ4551.adjusted by the WI DEPT OF TRANSP
 DJ4551.in May 2012.
 DJ4551
 DJ4551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4551.GEOID18 height accuracy estimate available here.
 DJ4551
 DJ4551.Click photographs - Photos may exist for this station.
 DJ4551
 DJ4551.The dynamic height is computed by dividing the NAVD 88
 DJ4551.geopotential number by the normal gravity value computed on the
 DJ4551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4551.degrees latitude (g = 980.6199 gals.).
 DJ4551
 DJ4551.The modeled gravity was interpolated from observed gravity values.
 DJ4551
 DJ4551;                    North         East    Units  Estimated Accuracy
 DJ4551;SPC WI C     -    45,534.      482,278.      MT  (+/- 10 meters HH2 GPS)
 DJ4551
 DJ4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2189698940(NAD 83)
 DJ4551
 DJ4551                          SUPERSEDED SURVEY CONTROL
 DJ4551
 DJ4551  NAVD 88 (07/08/08)  297.920  (m)          977.43   (f) SUPERSEDED  2 1
 DJ4551
 DJ4551.Superseded values are not recommended for survey control.
 DJ4551
 DJ4551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4551.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4551
 DJ4551_MARKER: DD = SURVEY DISK
 DJ4551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4551_STAMPING: 4R09 2005
 DJ4551_MARK LOGO: WIDT
 DJ4551_PROJECTION: FLUSH
 DJ4551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4551+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 DJ4551
 DJ4551  HISTORY     - Date     Condition        Report By
 DJ4551  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4551  HISTORY     - 20060621 GOOD             WIDT
 DJ4551  HISTORY     - 20110927 GOOD             WIDT
 DJ4551
 DJ4551                          STATION DESCRIPTION
 DJ4551
 DJ4551'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH STATE
 DJ4551'HIGHWAY 95 IN THE CITY OF ARCADIA, GO SOUTH ON STATE HIGHWAY 93 FOR
 DJ4551'1.15 MI (1.9 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4551'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4551'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.0 M
 DJ4551'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE
 DJ4551'HIGHWAY PAVEMENT.  THE STATION IS 18.7 M (61.4 FT) SOUTHWEST OF THE
 DJ4551'CENTERLINE OF STATE HIGHWAY 93, 8 M (26.2 FT) SOUTHEAST OF A FIELD
 DJ4551'ENTRANCE, AND 1.0 M (3.3 FT) NORTH, EAST, AND SOUTHWEST OF A WHITE
 DJ4551'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4551'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4551
 DJ4551                          STATION RECOVERY (2011)
 DJ4551
 DJ4551'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4551'NOTE - - STATION IS 8 M  (26.2 FT0 SOUTHEAST OF A PRIVATE DRIVE
 DJ4551'(N27215 STH 93)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4924 ***********************************************************************
 DJ4924  DESIGNATION -  4R10
 DJ4924  PID         -  DJ4924
 DJ4924  STATE/COUNTY-  WI/JACKSON
 DJ4924  COUNTRY     -  US
 DJ4924  USGS QUAD   -  NORTH BEND NE (2018)
 DJ4924
 DJ4924                         *CURRENT SURVEY CONTROL
 DJ4924  ______________________________________________________________________
 DJ4924* NAD 83(1986) POSITION- 44 10 08.7    (N) 091 01 03.6    (W)   HD_HELD2
 DJ4924* NAVD 88 ORTHO HEIGHT -   242.508 (meters)      795.63  (feet) ADJUSTED
 DJ4924  ______________________________________________________________________
 DJ4924  GEOID HEIGHT    -        -32.446 (meters)                     GEOID18
 DJ4924  DYNAMIC HEIGHT  -        242.467 (meters)      795.49  (feet) COMP
 DJ4924  MODELED GRAVITY -    980,444.6   (mgal)                       NAVD 88
 DJ4924
 DJ4924  VERT ORDER      -  SECOND    CLASS I
 DJ4924
 DJ4924.The horizontal coordinates were established by autonomous hand held GPS
 DJ4924.observations and have an estimated accuracy of +/- 10 meters.
 DJ4924
 DJ4924.The orthometric height was determined by differential leveling and
 DJ4924.adjusted by the WI DEPT OF TRANSP
 DJ4924.in May 2012.
 DJ4924
 DJ4924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4924.GEOID18 height accuracy estimate available here.
 DJ4924
 DJ4924.Click photographs - Photos may exist for this station.
 DJ4924
 DJ4924.The dynamic height is computed by dividing the NAVD 88
 DJ4924.geopotential number by the normal gravity value computed on the
 DJ4924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4924.degrees latitude (g = 980.6199 gals.).
 DJ4924
 DJ4924.The modeled gravity was interpolated from observed gravity values.
 DJ4924
 DJ4924;                    North         East    Units  Estimated Accuracy
 DJ4924;SPC WI C     -    37,818.      518,610.      MT  (+/- 10 meters HH2 GPS)
 DJ4924
 DJ4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5848092563(NAD 83)
 DJ4924
 DJ4924                          SUPERSEDED SURVEY CONTROL
 DJ4924
 DJ4924  NAVD 88 (07/08/08)  242.498  (m)          795.60   (f) SUPERSEDED  2 1
 DJ4924
 DJ4924.Superseded values are not recommended for survey control.
 DJ4924
 DJ4924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4924.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4924
 DJ4924_MARKER: DD = SURVEY DISK
 DJ4924_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4924_SP_SET: BOX CULVERT WINGWALL
 DJ4924_STAMPING: 4R10 2005
 DJ4924_MARK LOGO: WIDT
 DJ4924_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4924+STABILITY: SURFACE MOTION
 DJ4924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4924+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 DJ4924
 DJ4924  HISTORY     - Date     Condition        Report By
 DJ4924  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4924  HISTORY     - 20060816 GOOD             WIDT
 DJ4924
 DJ4924                          STATION DESCRIPTION
 DJ4924
 DJ4924'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4924'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4924'HIGHWAY N ABOUT 1 MI (1.6 KM) NORTH OF THE VILLAGE OF MELROSE, GO
 DJ4924'NORTHWEST ON COUNTY HIGHWAY N FOR 1.5 MI (2.4 KM) TO COUNTY HIGHWAY H
 DJ4924'ON THE RIGHT, CONTINUE NORTHWEST ON COUNTY HIGHWAY N FOR 0.2 MI (0.3
 DJ4924'KM) TO COUNTY HIGHWAY H ON THE LEFT AND A BOX CULVERT OVER WOODWARD
 DJ4924'CREEK AND THE STATION ON THE RIGHT.
 DJ4924'
 DJ4924'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4924'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE
 DJ4924'NORTHERNMOST WING WALL OF THE BOX CULVERT --1933--, ABOUT 1 M (3.3 FT)
 DJ4924'BELOW THE ROAD PAVEMENT.
 DJ4924'
 DJ4924'THE STATION IS 4.3 M (14.1 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DJ4924'HIGHWAY N AND 0.2 M (0.7 FT) EAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4557 ***********************************************************************
 DJ4557  DESIGNATION -  4R11
 DJ4557  PID         -  DJ4557
 DJ4557  STATE/COUNTY-  WI/JACKSON
 DJ4557  COUNTRY     -  US
 DJ4557  USGS QUAD   -  NORTH BEND NE (2018)
 DJ4557
 DJ4557                         *CURRENT SURVEY CONTROL
 DJ4557  ______________________________________________________________________
 DJ4557* NAD 83(1986) POSITION- 44 11 59.6    (N) 091 04 22.0    (W)   HD_HELD2
 DJ4557* NAVD 88 ORTHO HEIGHT -   347.908 (meters)     1141.43  (feet) ADJUSTED
 DJ4557  ______________________________________________________________________
 DJ4557  GEOID HEIGHT    -        -32.244 (meters)                     GEOID18
 DJ4557  DYNAMIC HEIGHT  -        347.850 (meters)     1141.24  (feet) COMP
 DJ4557  MODELED GRAVITY -    980,441.9   (mgal)                       NAVD 88
 DJ4557
 DJ4557  VERT ORDER      -  SECOND    CLASS I
 DJ4557
 DJ4557.The horizontal coordinates were established by autonomous hand held GPS
 DJ4557.observations and have an estimated accuracy of +/- 10 meters.
 DJ4557
 DJ4557.The orthometric height was determined by differential leveling and
 DJ4557.adjusted by the WI DEPT OF TRANSP
 DJ4557.in May 2012.
 DJ4557
 DJ4557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4557.GEOID18 height accuracy estimate available here.
 DJ4557
 DJ4557.Click photographs - Photos may exist for this station.
 DJ4557
 DJ4557.The dynamic height is computed by dividing the NAVD 88
 DJ4557.geopotential number by the normal gravity value computed on the
 DJ4557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4557.degrees latitude (g = 980.6199 gals.).
 DJ4557
 DJ4557.The modeled gravity was interpolated from observed gravity values.
 DJ4557
 DJ4557;                    North         East    Units  Estimated Accuracy
 DJ4557;SPC WI C     -    41,298.      514,248.      MT  (+/- 10 meters HH2 GPS)
 DJ4557
 DJ4557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5399495880(NAD 83)
 DJ4557
 DJ4557                          SUPERSEDED SURVEY CONTROL
 DJ4557
 DJ4557  NAVD 88 (07/08/08)  347.897  (m)         1141.39   (f) SUPERSEDED  2 1
 DJ4557
 DJ4557.Superseded values are not recommended for survey control.
 DJ4557
 DJ4557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4557.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4557
 DJ4557_MARKER: DD = SURVEY DISK
 DJ4557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4557_STAMPING: 4R11 2005
 DJ4557_MARK LOGO: WIDT
 DJ4557_PROJECTION: FLUSH
 DJ4557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4557+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2011
 DJ4557
 DJ4557  HISTORY     - Date     Condition        Report By
 DJ4557  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4557  HISTORY     - 20060821 GOOD             WIDT
 DJ4557  HISTORY     - 20110908 GOOD             WIDT
 DJ4557
 DJ4557                          STATION DESCRIPTION
 DJ4557
 DJ4557'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4557'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF COUNTY HIGHWAY C
 DJ4557'WITH COUNTY HIGHWAY N ABOUT 13 MI (20.9 KM) WEST-SOUTHWEST OF THE CITY
 DJ4557'OF BLACK RIVER FALLS, GO SOUTHEAST ON COUNTY HIGHWAY N SOUTH FOR 1.6
 DJ4557'MI (2.6 KM) TO WORTMAN ROAD ON THE RIGHT, ALECKSON ROAD ON THE LEFT,
 DJ4557'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DJ4557'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4557'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4557'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 6 M (19.7 FT) ABOVE THE HIGHWAY
 DJ4557'PAVEMENT.  THE STATION IS 35.4 M (116.1 FT) NORTH OF THE CENTERLINE OF
 DJ4557'COUNTY HIGHWAY NORTH, 32.5 M (106.6 FT) EAST OF THE CENTERLINE OF THE
 DJ4557'CENTERLINE OF ALECKSON ROAD, 13.1 M (43.0 FT) SOUTH OF A POWER POLE,
 DJ4557'AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC
 DJ4557'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4557'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR THE
 DJ4557'REFERENCED POWER POLE TO THE NORTH EXTENDING TO 50 DEGREES ABOVE THE
 DJ4557'HORIZON.
 DJ4557
 DJ4557                          STATION RECOVERY (2011)
 DJ4557
 DJ4557'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4557'DESCRIPTION CORRECTION - - THE STATION IS 35.4 M (116.1 FT) NORTH OF
 DJ4557'THE CENTERLINE OF COUNTY HIGHWAY -N- (NOT NORTH).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4559 ***********************************************************************
 DJ4559  DESIGNATION -  4R12
 DJ4559  PID         -  DJ4559
 DJ4559  STATE/COUNTY-  WI/JACKSON
 DJ4559  COUNTRY     -  US
 DJ4559  USGS QUAD   -  NORTH BEND NE (2018)
 DJ4559
 DJ4559                         *CURRENT SURVEY CONTROL
 DJ4559  ______________________________________________________________________
 DJ4559* NAD 83(1986) POSITION- 44 14 51.2    (N) 091 06 14.7    (W)   HD_HELD2
 DJ4559* NAVD 88 ORTHO HEIGHT -   356.293 (meters)     1168.94  (feet) ADJUSTED
 DJ4559  ______________________________________________________________________
 DJ4559  GEOID HEIGHT    -        -32.115 (meters)                     GEOID18
 DJ4559  DYNAMIC HEIGHT  -        356.235 (meters)     1168.75  (feet) COMP
 DJ4559  MODELED GRAVITY -    980,447.1   (mgal)                       NAVD 88
 DJ4559
 DJ4559  VERT ORDER      -  SECOND    CLASS I
 DJ4559
 DJ4559.The horizontal coordinates were established by autonomous hand held GPS
 DJ4559.observations and have an estimated accuracy of +/- 10 meters.
 DJ4559
 DJ4559.The orthometric height was determined by differential leveling and
 DJ4559.adjusted by the WI DEPT OF TRANSP
 DJ4559.in May 2012.
 DJ4559
 DJ4559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4559.GEOID18 height accuracy estimate available here.
 DJ4559
 DJ4559.Click photographs - Photos may exist for this station.
 DJ4559
 DJ4559.The dynamic height is computed by dividing the NAVD 88
 DJ4559.geopotential number by the normal gravity value computed on the
 DJ4559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4559.degrees latitude (g = 980.6199 gals.).
 DJ4559
 DJ4559.The modeled gravity was interpolated from observed gravity values.
 DJ4559
 DJ4559;                    North         East    Units  Estimated Accuracy
 DJ4559;SPC WI C     -    46,627.      511,817.      MT  (+/- 10 meters HH2 GPS)
 DJ4559
 DJ4559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5137001116(NAD 83)
 DJ4559
 DJ4559                          SUPERSEDED SURVEY CONTROL
 DJ4559
 DJ4559  NAVD 88 (07/08/08)  356.282  (m)         1168.90   (f) SUPERSEDED  2 1
 DJ4559
 DJ4559.Superseded values are not recommended for survey control.
 DJ4559
 DJ4559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4559.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4559
 DJ4559_MARKER: DD = SURVEY DISK
 DJ4559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4559_STAMPING: 4R12 2005
 DJ4559_MARK LOGO: WIDT
 DJ4559_PROJECTION: FLUSH
 DJ4559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4559+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 DJ4559
 DJ4559  HISTORY     - Date     Condition        Report By
 DJ4559  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4559  HISTORY     - 20060823 GOOD             WIDT
 DJ4559  HISTORY     - 20110914 GOOD             WIDT
 DJ4559
 DJ4559                          STATION DESCRIPTION
 DJ4559
 DJ4559'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4559'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF COUNTY HIGHWAY C
 DJ4559'WITH COUNTY HIGHWAY N ABOUT 13 MI (20.9 KM) WEST-SOUTHWEST OF THE CITY
 DJ4559'OF BLACK RIVER FALLS, GO NORTH ON COUNTY HIGHWAY N FOR 2.1 MI (3.4 KM)
 DJ4559'TO BECK ROAD ON THE LEFT AND SKUTLEY ROAD ON THE RIGHT AND THE STATION
 DJ4559'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4559'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4559'A 40-CM (16 INCH) DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 0.8 M
 DJ4559'(2.6 FT) DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DJ4559'HIGHWAY PAVEMENT.  THE STATION IS 13.8 M (45.3 FT) NORTHEAST OF THE
 DJ4559'CENTERLINE OF COUNTY HIGHWAY NORTH, 22.2 M (72.8 FT) SOUTHEAST OF THE
 DJ4559'CENTERLINE OF SKUTLEY ROAD, 17.0 M (55.8 FT) SOUTH OF THE CENTERLINE
 DJ4559'OF FRANKLIN ROAD, AND 1.0 M (3.3 FT) SOUTH, WEST, AND NORTHEAST OF A
 DJ4559'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE
 DJ4559'FOR GPS OBSERVATIONS.
 DJ4559
 DJ4559                          STATION RECOVERY (2011)
 DJ4559
 DJ4559'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4920 ***********************************************************************
 DJ4920  DESIGNATION -  4R46
 DJ4920  PID         -  DJ4920
 DJ4920  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4920  COUNTRY     -  US
 DJ4920  USGS QUAD   -  INDEPENDENCE (2018)
 DJ4920
 DJ4920                         *CURRENT SURVEY CONTROL
 DJ4920  ______________________________________________________________________
 DJ4920* NAD 83(1986) POSITION- 44 16 16.5    (N) 091 28 43.8    (W)   HD_HELD2
 DJ4920* NAVD 88 ORTHO HEIGHT -   227.998 (meters)      748.02  (feet) ADJUSTED
 DJ4920  ______________________________________________________________________
 DJ4920  GEOID HEIGHT    -        -30.995 (meters)                     GEOID18
 DJ4920  DYNAMIC HEIGHT  -        227.969 (meters)      747.93  (feet) COMP
 DJ4920  MODELED GRAVITY -    980,486.4   (mgal)                       NAVD 88
 DJ4920
 DJ4920  VERT ORDER      -  SECOND    CLASS I
 DJ4920
 DJ4920.The horizontal coordinates were established by autonomous hand held GPS
 DJ4920.observations and have an estimated accuracy of +/- 10 meters.
 DJ4920
 DJ4920.The orthometric height was determined by differential leveling and
 DJ4920.adjusted by the WI DEPT OF TRANSP
 DJ4920.in May 2012.
 DJ4920
 DJ4920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4920.GEOID18 height accuracy estimate available here.
 DJ4920
 DJ4920.Click photographs - Photos may exist for this station.
 DJ4920
 DJ4920.The dynamic height is computed by dividing the NAVD 88
 DJ4920.geopotential number by the normal gravity value computed on the
 DJ4920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4920.degrees latitude (g = 980.6199 gals.).
 DJ4920
 DJ4920.The modeled gravity was interpolated from observed gravity values.
 DJ4920
 DJ4920;                    North         East    Units  Estimated Accuracy
 DJ4920;SPC WI C     -    49,736.      481,937.      MT  (+/- 10 meters HH2 GPS)
 DJ4920
 DJ4920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2140103125(NAD 83)
 DJ4920
 DJ4920                          SUPERSEDED SURVEY CONTROL
 DJ4920
 DJ4920  NAVD 88 (07/08/08)  227.990  (m)          748.00   (f) SUPERSEDED  2 1
 DJ4920
 DJ4920.Superseded values are not recommended for survey control.
 DJ4920
 DJ4920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4920.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4920
 DJ4920_MARKER: DD = SURVEY DISK
 DJ4920_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4920_SP_SET: BRIDGE PARAPET WALL
 DJ4920_STAMPING: 4R46 2005
 DJ4920_MARK LOGO: WIDT
 DJ4920_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4920+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 DJ4920
 DJ4920  HISTORY     - Date     Condition        Report By
 DJ4920  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4920  HISTORY     - 20060629 GOOD             WIDT
 DJ4920  HISTORY     - 20110929 GOOD             WIDT
 DJ4920
 DJ4920                          STATION DESCRIPTION
 DJ4920
 DJ4920'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4920'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH STATE
 DJ4920'HIGHWAY 95 IN THE CITY OF ARCADIA, GO NORTH ON STATE HIGHWAY 93 FOR
 DJ4920'1.5 MI (2.4 KM) TO A BRIDGE OVER THE TREMPEALEAU RIVER AND THE STATION
 DJ4920'ON THE LEFT.
 DJ4920'
 DJ4920'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4920'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST
 DJ4920'PARAPET WALL OF THE NORTH ABUTMENT OF THE BRIDGE -B-61-54-76--, ABOUT
 DJ4920'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT,
 DJ4920'
 DJ4920'5.9 M (19.4 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 93.
 DJ4920'
 DJ4920'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4920
 DJ4920                          STATION RECOVERY (2011)
 DJ4920
 DJ4920'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4552 ***********************************************************************
 DJ4552  DESIGNATION -  4R47
 DJ4552  PID         -  DJ4552
 DJ4552  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4552  COUNTRY     -  US
 DJ4552  USGS QUAD   -  INDEPENDENCE (2018)
 DJ4552
 DJ4552                         *CURRENT SURVEY CONTROL
 DJ4552  ______________________________________________________________________
 DJ4552* NAD 83(1986) POSITION- 44 17 36.2    (N) 091 27 43.9    (W)   HD_HELD2
 DJ4552* NAVD 88 ORTHO HEIGHT -   233.111 (meters)      764.80  (feet) ADJUSTED
 DJ4552  ______________________________________________________________________
 DJ4552  GEOID HEIGHT    -        -31.033 (meters)                     GEOID18
 DJ4552  DYNAMIC HEIGHT  -        233.082 (meters)      764.70  (feet) COMP
 DJ4552  MODELED GRAVITY -    980,484.9   (mgal)                       NAVD 88
 DJ4552
 DJ4552  VERT ORDER      -  SECOND    CLASS I
 DJ4552
 DJ4552.The horizontal coordinates were established by autonomous hand held GPS
 DJ4552.observations and have an estimated accuracy of +/- 10 meters.
 DJ4552
 DJ4552.The orthometric height was determined by differential leveling and
 DJ4552.adjusted by the WI DEPT OF TRANSP
 DJ4552.in May 2012.
 DJ4552
 DJ4552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4552.GEOID18 height accuracy estimate available here.
 DJ4552
 DJ4552.Click photographs - Photos may exist for this station.
 DJ4552
 DJ4552.The dynamic height is computed by dividing the NAVD 88
 DJ4552.geopotential number by the normal gravity value computed on the
 DJ4552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4552.degrees latitude (g = 980.6199 gals.).
 DJ4552
 DJ4552.The modeled gravity was interpolated from observed gravity values.
 DJ4552
 DJ4552;                    North         East    Units  Estimated Accuracy
 DJ4552;SPC WI C     -    52,171.      483,310.      MT  (+/- 10 meters HH2 GPS)
 DJ4552
 DJ4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2268305609(NAD 83)
 DJ4552
 DJ4552                          SUPERSEDED SURVEY CONTROL
 DJ4552
 DJ4552  NAVD 88 (07/08/08)  233.103  (m)          764.77   (f) SUPERSEDED  2 1
 DJ4552
 DJ4552.Superseded values are not recommended for survey control.
 DJ4552
 DJ4552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4552.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4552
 DJ4552_MARKER: DD = SURVEY DISK
 DJ4552_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4552_SP_SET: BRIDGE ABUTMENT
 DJ4552_STAMPING: 4R47 2005
 DJ4552_MARK LOGO: WIDT
 DJ4552_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4552+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2011
 DJ4552
 DJ4552  HISTORY     - Date     Condition        Report By
 DJ4552  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4552  HISTORY     - 20060629 GOOD             WIDT
 DJ4552  HISTORY     - 20111004 GOOD             WIDT
 DJ4552
 DJ4552                          STATION DESCRIPTION
 DJ4552
 DJ4552'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4552'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4552'HIGHWAY X ABOUT 1 MI (1.6 KM) SOUTH OF THE CITY OF INDEPENDENCE, GO
 DJ4552'SOUTH ON STATE HIGHWAY 93 FOR 4.1 MI (6.6 KM) TO A BRIDGE OVER THE
 DJ4552'TREE POPPLE RIVER AND THE STATION ON THE LEFT.  THE STATION IS A
 DJ4552'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4552'STATION DISK SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 DJ4552'THE BRIDGE --B-61-75-83--, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DJ4552'STATION IS 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 93
 DJ4552'AND 0.2 M (0.7 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DJ4552
 DJ4552                          STATION RECOVERY (2011)
 DJ4552
 DJ4552'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4552'NOTE - - STATION IS 0.3 M (1 FT) NORTH OF A WITNESS PLAQUE SET ON A
 DJ4552'WOOD GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4921 ***********************************************************************
 DJ4921  DESIGNATION -  4R48
 DJ4921  PID         -  DJ4921
 DJ4921  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4921  COUNTRY     -  US
 DJ4921  USGS QUAD   -  INDEPENDENCE (2018)
 DJ4921
 DJ4921                         *CURRENT SURVEY CONTROL
 DJ4921  ______________________________________________________________________
 DJ4921* NAD 83(1986) POSITION- 44 20 39.30   (N) 091 26 29.06   (W)   HD_HELD1
 DJ4921* NAVD 88 ORTHO HEIGHT -   236.223 (meters)      775.01  (feet) ADJUSTED
 DJ4921  ______________________________________________________________________
 DJ4921  GEOID HEIGHT    -        -31.080 (meters)                     GEOID18
 DJ4921  DYNAMIC HEIGHT  -        236.193 (meters)      774.91  (feet) COMP
 DJ4921  MODELED GRAVITY -    980,488.0   (mgal)                       NAVD 88
 DJ4921
 DJ4921  VERT ORDER      -  SECOND    CLASS I
 DJ4921
 DJ4921.The horizontal coordinates were determined by differentially corrected
 DJ4921.hand held GPS observations or other comparable positioning techniques
 DJ4921.and have an estimated accuracy of +/- 3 meters.
 DJ4921
 DJ4921.The orthometric height was determined by differential leveling and
 DJ4921.adjusted by the WI DEPT OF TRANSP
 DJ4921.in May 2012.
 DJ4921
 DJ4921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4921.GEOID18 height accuracy estimate available here.
 DJ4921
 DJ4921.Click photographs - Photos may exist for this station.
 DJ4921
 DJ4921.The dynamic height is computed by dividing the NAVD 88
 DJ4921.geopotential number by the normal gravity value computed on the
 DJ4921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4921.degrees latitude (g = 980.6199 gals.).
 DJ4921
 DJ4921.The modeled gravity was interpolated from observed gravity values.
 DJ4921
 DJ4921;                    North         East    Units  Estimated Accuracy
 DJ4921;SPC WI C     -    57,792.2     485,068.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4921
 DJ4921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2423411290(NAD 83)
 DJ4921
 DJ4921                          SUPERSEDED SURVEY CONTROL
 DJ4921
 DJ4921  NAVD 88 (07/08/08)  236.213  (m)          774.98   (f) SUPERSEDED  2 1
 DJ4921
 DJ4921.Superseded values are not recommended for survey control.
 DJ4921
 DJ4921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4921.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4921
 DJ4921_MARKER: DD = SURVEY DISK
 DJ4921_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4921_SP_SET: BRIDGE PARAPET WALL
 DJ4921_STAMPING: 4R48 2005
 DJ4921_MARK LOGO: WIDT
 DJ4921_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4921+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2015
 DJ4921
 DJ4921  HISTORY     - Date     Condition        Report By
 DJ4921  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4921  HISTORY     - 20060628 GOOD             WIDT
 DJ4921  HISTORY     - 20111004 GOOD             WIDT
 DJ4921  HISTORY     - 20150608 GOOD             WIDT
 DJ4921
 DJ4921                          STATION DESCRIPTION
 DJ4921
 DJ4921'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4921'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4921'HIGHWAY X ABOUT 1 MI (1.6 KM) SOUTH OF THE CITY OF INDEPENDENCE, GO
 DJ4921'SOUTH ON STATE HIGHWAY 93 FOR 0.6 MI (1.0 KM) TO A BRIDGE OVER AN
 DJ4921'INTERMITTENT CREEK AND THE STATION ON THE LEFT.
 DJ4921'
 DJ4921'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4921'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST
 DJ4921'PARAPET WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-61-72-83--, ABOUT
 DJ4921'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DJ4921'
 DJ4921'THE STATION IS 6.4 M (21.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4921'93 AND 0.7 M (2.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4921
 DJ4921                          STATION RECOVERY (2011)
 DJ4921
 DJ4921'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4921'NOTE - - STATION IS 1.7 M (5.5 FT) SOUTH OF A WITNESS PLAQUE SET ON A
 DJ4921'WOOD GUARDRAIL POST.
 DJ4921
 DJ4921                          STATION RECOVERY (2015)
 DJ4921
 DJ4921'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DJ4921'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4560 ***********************************************************************
 DJ4560  DESIGNATION -  4R49
 DJ4560  PID         -  DJ4560
 DJ4560  STATE/COUNTY-  WI/JACKSON
 DJ4560  COUNTRY     -  US
 DJ4560  USGS QUAD   -  TAYLOR (2018)
 DJ4560
 DJ4560                         *CURRENT SURVEY CONTROL
 DJ4560  ______________________________________________________________________
 DJ4560* NAD 83(1986) POSITION- 44 16 13.3    (N) 091 07 04.9    (W)   HD_HELD2
 DJ4560* NAVD 88 ORTHO HEIGHT -   346.238 (meters)     1135.95  (feet) ADJUSTED
 DJ4560  ______________________________________________________________________
 DJ4560  GEOID HEIGHT    -        -32.052 (meters)                     GEOID18
 DJ4560  DYNAMIC HEIGHT  -        346.184 (meters)     1135.77  (feet) COMP
 DJ4560  MODELED GRAVITY -    980,452.7   (mgal)                       NAVD 88
 DJ4560
 DJ4560  VERT ORDER      -  SECOND    CLASS I
 DJ4560
 DJ4560.The horizontal coordinates were established by autonomous hand held GPS
 DJ4560.observations and have an estimated accuracy of +/- 10 meters.
 DJ4560
 DJ4560.The orthometric height was determined by differential leveling and
 DJ4560.adjusted by the WI DEPT OF TRANSP
 DJ4560.in May 2012.
 DJ4560
 DJ4560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4560.GEOID18 height accuracy estimate available here.
 DJ4560
 DJ4560.Click photographs - Photos may exist for this station.
 DJ4560
 DJ4560.The dynamic height is computed by dividing the NAVD 88
 DJ4560.geopotential number by the normal gravity value computed on the
 DJ4560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4560.degrees latitude (g = 980.6199 gals.).
 DJ4560
 DJ4560.The modeled gravity was interpolated from observed gravity values.
 DJ4560
 DJ4560;                    North         East    Units  Estimated Accuracy
 DJ4560;SPC WI C     -    49,176.      510,739.      MT  (+/- 10 meters HH2 GPS)
 DJ4560
 DJ4560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5019903624(NAD 83)
 DJ4560
 DJ4560                          SUPERSEDED SURVEY CONTROL
 DJ4560
 DJ4560  NAVD 88 (07/08/08)  346.227  (m)         1135.91   (f) SUPERSEDED  2 1
 DJ4560
 DJ4560.Superseded values are not recommended for survey control.
 DJ4560
 DJ4560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4560.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4560
 DJ4560_MARKER: DD = SURVEY DISK
 DJ4560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4560_STAMPING: 4R49 2005
 DJ4560_MARK LOGO: WIDT
 DJ4560_PROJECTION: FLUSH
 DJ4560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4560+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 DJ4560
 DJ4560  HISTORY     - Date     Condition        Report By
 DJ4560  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4560  HISTORY     - 20060824 GOOD             WIDT
 DJ4560  HISTORY     - 20110914 GOOD             WIDT
 DJ4560
 DJ4560                          STATION DESCRIPTION
 DJ4560
 DJ4560'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4560'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 WITH COUNTY
 DJ4560'HIGHWAY P JUST NORTH OF THE VILLAGE OF TAYLOR, GO SOUTH ON COUNTY
 DJ4560'HIGHWAY P FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF COUNTY HIGHWAY P
 DJ4560'(SECOND STREET) ON THE LEFT WITH COUNTY HIGHWAY N (BRIDGE STREET)
 DJ4560'STRAIGHT AHEAD, CONTINUE SOUTH ON COUNTY HIGHWAY N (BRIDGE STREET) FOR
 DJ4560'3.25 MI (5.2 KM) TO KENNEDY ROAD ON THE RIGHT, CONTINUE SOUTH ON
 DJ4560'COUNTY HIGHWAY N FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.  THE
 DJ4560'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4560'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4560'DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 2.1 M (6.9 FT) DEEP),
 DJ4560'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY
 DJ4560'PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) EAST OF THE CENTERLINE OF
 DJ4560'COUNTY HIGHWAY NORTH, 38 M (124.7 FT) NORTH OF A FIELD ENTRANCE, 3 M
 DJ4560'(9.8 FT) WEST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) EAST,
 DJ4560'NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4560'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4560'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4560
 DJ4560                          STATION RECOVERY (2011)
 DJ4560
 DJ4560'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4561 ***********************************************************************
 DJ4561  DESIGNATION -  4R50
 DJ4561  PID         -  DJ4561
 DJ4561  STATE/COUNTY-  WI/JACKSON
 DJ4561  COUNTRY     -  US
 DJ4561  USGS QUAD   -  BLAIR (2018)
 DJ4561
 DJ4561                         *CURRENT SURVEY CONTROL
 DJ4561  ______________________________________________________________________
 DJ4561* NAD 83(1986) POSITION- 44 17 52.1    (N) 091 07 32.5    (W)   HD_HELD2
 DJ4561* NAVD 88 ORTHO HEIGHT -   281.935 (meters)      924.98  (feet) ADJUSTED
 DJ4561  ______________________________________________________________________
 DJ4561  GEOID HEIGHT    -        -32.008 (meters)                     GEOID18
 DJ4561  DYNAMIC HEIGHT  -        281.892 (meters)      924.84  (feet) COMP
 DJ4561  MODELED GRAVITY -    980,457.6   (mgal)                       NAVD 88
 DJ4561
 DJ4561  VERT ORDER      -  SECOND    CLASS I
 DJ4561
 DJ4561.The horizontal coordinates were established by autonomous hand held GPS
 DJ4561.observations and have an estimated accuracy of +/- 10 meters.
 DJ4561
 DJ4561.The orthometric height was determined by differential leveling and
 DJ4561.adjusted by the WI DEPT OF TRANSP
 DJ4561.in May 2012.
 DJ4561
 DJ4561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4561.GEOID18 height accuracy estimate available here.
 DJ4561
 DJ4561.Click photographs - Photos may exist for this station.
 DJ4561
 DJ4561.The dynamic height is computed by dividing the NAVD 88
 DJ4561.geopotential number by the normal gravity value computed on the
 DJ4561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4561.degrees latitude (g = 980.6199 gals.).
 DJ4561
 DJ4561.The modeled gravity was interpolated from observed gravity values.
 DJ4561
 DJ4561;                    North         East    Units  Estimated Accuracy
 DJ4561;SPC WI C     -    52,234.      510,169.      MT  (+/- 10 meters HH2 GPS)
 DJ4561
 DJ4561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4951706658(NAD 83)
 DJ4561
 DJ4561                          SUPERSEDED SURVEY CONTROL
 DJ4561
 DJ4561  NAVD 88 (07/08/08)  281.924  (m)          924.95   (f) SUPERSEDED  2 1
 DJ4561
 DJ4561.Superseded values are not recommended for survey control.
 DJ4561
 DJ4561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4561.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4561
 DJ4561_MARKER: DD = SURVEY DISK
 DJ4561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4561_STAMPING: 4R50 2005
 DJ4561_MARK LOGO: WIDT
 DJ4561_PROJECTION: FLUSH
 DJ4561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4561+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 DJ4561
 DJ4561  HISTORY     - Date     Condition        Report By
 DJ4561  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4561  HISTORY     - 20060825 GOOD             WIDT
 DJ4561  HISTORY     - 20110914 GOOD             WIDT
 DJ4561
 DJ4561                          STATION DESCRIPTION
 DJ4561
 DJ4561'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4561'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 WITH COUNTY
 DJ4561'HIGHWAY P JUST NORTH OF THE VILLAGE OF TAYLOR, GO SOUTH ON COUNTY
 DJ4561'HIGHWAY P FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF COUNTY HIGHWAY P
 DJ4561'(SECOND STREET) ON THE LEFT WITH COUNTY HIGHWAY N (BRIDGE STREET)
 DJ4561'STRAIGHT AHEAD, CONTINUE SOUTH ON COUNTY HIGHWAY N (BRIDGE STREET) FOR
 DJ4561'1.1 MI (1.8 KM) TO BLAIR ROAD, CONTINUE SOUTH ON COUNTY HIGHWAY N FOR
 DJ4561'0.55 MI (0.9 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4561'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4561'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4561'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4561'PAVEMENT.  THE STATION IS 9.4 M (30.8 FT) EAST OF THE CENTERLINE OF
 DJ4561'COUNTY HIGHWAY NORTH, 47 M (154.2 FT) SOUTH OF EXTENDED CENTER OF A
 DJ4561'FIELD ENTRANCE, 36 M (118.1 FT) NORTH OF EXTENDED CENTER OF A PRIVATE
 DJ4561'ENTRANCE --N6279--, 1.0 M (3.3 FT) WEST OF A BARBED WIRE FENCE, AND
 DJ4561'1.0 M (3.3 FT) NORTH AND SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4561'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4561'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4561
 DJ4561                          STATION RECOVERY (2011)
 DJ4561
 DJ4561'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4562 ***********************************************************************
 DJ4562  DESIGNATION -  4R51
 DJ4562  PID         -  DJ4562
 DJ4562  STATE/COUNTY-  WI/JACKSON
 DJ4562  COUNTRY     -  US
 DJ4562  USGS QUAD   -  BLAIR (2018)
 DJ4562
 DJ4562                         *CURRENT SURVEY CONTROL
 DJ4562  ______________________________________________________________________
 DJ4562* NAD 83(1986) POSITION- 44 19 37.4    (N) 091 07 31.6    (W)   HD_HELD2
 DJ4562* NAVD 88 ORTHO HEIGHT -   267.731 (meters)      878.38  (feet) ADJUSTED
 DJ4562  ______________________________________________________________________
 DJ4562  GEOID HEIGHT    -        -31.975 (meters)                     GEOID18
 DJ4562  DYNAMIC HEIGHT  -        267.690 (meters)      878.25  (feet) COMP
 DJ4562  MODELED GRAVITY -    980,461.7   (mgal)                       NAVD 88
 DJ4562
 DJ4562  VERT ORDER      -  SECOND    CLASS I
 DJ4562
 DJ4562.The horizontal coordinates were established by autonomous hand held GPS
 DJ4562.observations and have an estimated accuracy of +/- 10 meters.
 DJ4562
 DJ4562.The orthometric height was determined by differential leveling and
 DJ4562.adjusted by the WI DEPT OF TRANSP
 DJ4562.in May 2012.
 DJ4562
 DJ4562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4562.GEOID18 height accuracy estimate available here.
 DJ4562
 DJ4562.Click photographs - Photos may exist for this station.
 DJ4562
 DJ4562.The dynamic height is computed by dividing the NAVD 88
 DJ4562.geopotential number by the normal gravity value computed on the
 DJ4562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4562.degrees latitude (g = 980.6199 gals.).
 DJ4562
 DJ4562.The modeled gravity was interpolated from observed gravity values.
 DJ4562
 DJ4562;                    North         East    Units  Estimated Accuracy
 DJ4562;SPC WI C     -    55,484.      510,234.      MT  (+/- 10 meters HH2 GPS)
 DJ4562
 DJ4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4946309907(NAD 83)
 DJ4562
 DJ4562                          SUPERSEDED SURVEY CONTROL
 DJ4562
 DJ4562  NAVD 88 (07/08/08)  267.720  (m)          878.34   (f) SUPERSEDED  2 1
 DJ4562
 DJ4562.Superseded values are not recommended for survey control.
 DJ4562
 DJ4562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4562.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4562
 DJ4562_MARKER: DD = SURVEY DISK
 DJ4562_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4562_SP_SET: BRIDGE ABUTMENT
 DJ4562_STAMPING: 4R51 2005
 DJ4562_MARK LOGO: WIDT
 DJ4562_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4562+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 DJ4562
 DJ4562  HISTORY     - Date     Condition        Report By
 DJ4562  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4562  HISTORY     - 20060826 GOOD             WIDT
 DJ4562  HISTORY     - 20110914 GOOD             WIDT
 DJ4562
 DJ4562                          STATION DESCRIPTION
 DJ4562
 DJ4562'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4562'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 WITH COUNTY
 DJ4562'HIGHWAY P JUST NORTH OF THE VILLAGE OF TAYLOR, GO SOUTH ON COUNTY
 DJ4562'HIGHWAY P FOR 0.25 MI (0.4 KM) TO A BRIDGE OVER THE TREMPEALEAU RIVER
 DJ4562'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4562'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4562'IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE
 DJ4562'--B-27-109-92--, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT, 6 M (19.7 FT)
 DJ4562'WEST OF THE CENTERLINE OF COUNTY HIGHWAY P.
 DJ4562
 DJ4562                          STATION RECOVERY (2011)
 DJ4562
 DJ4562'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4563 ***********************************************************************
 DJ4563  DESIGNATION -  4R52
 DJ4563  PID         -  DJ4563
 DJ4563  STATE/COUNTY-  WI/JACKSON
 DJ4563  COUNTRY     -  US
 DJ4563  USGS QUAD   -  BLAIR (2018)
 DJ4563
 DJ4563                         *CURRENT SURVEY CONTROL
 DJ4563  ______________________________________________________________________
 DJ4563* NAD 83(1986) POSITION- 44 21 15.8    (N) 091 07 31.0    (W)   HD_HELD2
 DJ4563* NAVD 88 ORTHO HEIGHT -   298.596 (meters)      979.64  (feet) ADJUSTED
 DJ4563  ______________________________________________________________________
 DJ4563  GEOID HEIGHT    -        -31.922 (meters)                     GEOID18
 DJ4563  DYNAMIC HEIGHT  -        298.553 (meters)      979.50  (feet) COMP
 DJ4563  MODELED GRAVITY -    980,465.6   (mgal)                       NAVD 88
 DJ4563
 DJ4563  VERT ORDER      -  SECOND    CLASS I
 DJ4563
 DJ4563.The horizontal coordinates were established by autonomous hand held GPS
 DJ4563.observations and have an estimated accuracy of +/- 10 meters.
 DJ4563
 DJ4563.The orthometric height was determined by differential leveling and
 DJ4563.adjusted by the WI DEPT OF TRANSP
 DJ4563.in May 2012.
 DJ4563
 DJ4563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4563.GEOID18 height accuracy estimate available here.
 DJ4563
 DJ4563.Click photographs - Photos may exist for this station.
 DJ4563
 DJ4563.The dynamic height is computed by dividing the NAVD 88
 DJ4563.geopotential number by the normal gravity value computed on the
 DJ4563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4563.degrees latitude (g = 980.6199 gals.).
 DJ4563
 DJ4563.The modeled gravity was interpolated from observed gravity values.
 DJ4563
 DJ4563;                    North         East    Units  Estimated Accuracy
 DJ4563;SPC WI C     -    58,520.      510,289.      MT  (+/- 10 meters HH2 GPS)
 DJ4563
 DJ4563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4940712944(NAD 83)
 DJ4563
 DJ4563                          SUPERSEDED SURVEY CONTROL
 DJ4563
 DJ4563  NAVD 88 (07/08/08)  298.585  (m)          979.61   (f) SUPERSEDED  2 1
 DJ4563
 DJ4563.Superseded values are not recommended for survey control.
 DJ4563
 DJ4563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4563.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4563
 DJ4563_MARKER: DD = SURVEY DISK
 DJ4563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4563_STAMPING: 4R52 2005
 DJ4563_MARK LOGO: WIDT
 DJ4563_PROJECTION: FLUSH
 DJ4563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4563+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 DJ4563
 DJ4563  HISTORY     - Date     Condition        Report By
 DJ4563  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4563  HISTORY     - 20060826 GOOD             WIDT
 DJ4563  HISTORY     - 20110914 GOOD             WIDT
 DJ4563
 DJ4563                          STATION DESCRIPTION
 DJ4563
 DJ4563'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4563'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 WITH COUNTY
 DJ4563'HIGHWAY P JUST NORTH OF THE VILLAGE OF TAYLOR, GO NORTH ON COUNTY
 DJ4563'HIGHWAY P FOR 1.6 MI (2.6 KM) TO THE ENTRANCE TO THE BADGER MINING
 DJ4563'CORPORATION - TAYLOR DIVISION PLANT ON THE LEFT AND THE STATION ON THE
 DJ4563'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4563'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4563'INCH) DIAMETER CONCRETE POST (2.4 M) LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4563'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.2 M (30.2 FT)
 DJ4563'WEST OF THE CENTERLINE OF COUNTY HIGHWAY P, 67 M (219.8 FT) NORTH OF A
 DJ4563'TELEPHONE PEDESTAL --6C-D-10--, 43 M (141.1 FT) NORTHEAST OF THE
 DJ4563'BADGER MINING CORPORATION DRIVEWAY --N7815--, 24.9 M (81.7 FT)
 DJ4563'EAST-SOUTHEAST OF A POWER POLE, AND 1.0 M (3.3 FT) WEST, NORTHEAST,
 DJ4563'AND SOUTHEAST OF A PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4563'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4563'HORIZON EXCEPT FOR A TREE TO THE SOUTHEAST EXTENDING TO 20 DEGREES AND
 DJ4563'HIGH VOLTAGE TRANSMISSION LINES TO THE WEST EXTENDING BETWEEN 20 AND
 DJ4563'30 DEGREES ABOVE THE HORIZON.
 DJ4563
 DJ4563                          STATION RECOVERY (2011)
 DJ4563
 DJ4563'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4565 ***********************************************************************
 DJ4565  DESIGNATION -  4R53
 DJ4565  PID         -  DJ4565
 DJ4565  STATE/COUNTY-  WI/JACKSON
 DJ4565  COUNTRY     -  US
 DJ4565  USGS QUAD   -  PIGEON FALLS (2018)
 DJ4565
 DJ4565                         *CURRENT SURVEY CONTROL
 DJ4565  ______________________________________________________________________
 DJ4565* NAD 83(1986) POSITION- 44 23 45.4    (N) 091 08 39.4    (W)   HD_HELD2
 DJ4565* NAVD 88 ORTHO HEIGHT -   290.927 (meters)      954.48  (feet) ADJUSTED
 DJ4565  ______________________________________________________________________
 DJ4565  GEOID HEIGHT    -        -31.786 (meters)                     GEOID18
 DJ4565  DYNAMIC HEIGHT  -        290.887 (meters)      954.35  (feet) COMP
 DJ4565  MODELED GRAVITY -    980,472.7   (mgal)                       NAVD 88
 DJ4565
 DJ4565  VERT ORDER      -  SECOND    CLASS I
 DJ4565
 DJ4565.The horizontal coordinates were established by autonomous hand held GPS
 DJ4565.observations and have an estimated accuracy of +/- 10 meters.
 DJ4565
 DJ4565.The orthometric height was determined by differential leveling and
 DJ4565.adjusted by the WI DEPT OF TRANSP
 DJ4565.in May 2012.
 DJ4565
 DJ4565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4565.GEOID18 height accuracy estimate available here.
 DJ4565
 DJ4565.Click photographs - Photos may exist for this station.
 DJ4565
 DJ4565.The dynamic height is computed by dividing the NAVD 88
 DJ4565.geopotential number by the normal gravity value computed on the
 DJ4565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4565.degrees latitude (g = 980.6199 gals.).
 DJ4565
 DJ4565.The modeled gravity was interpolated from observed gravity values.
 DJ4565
 DJ4565;                    North         East    Units  Estimated Accuracy
 DJ4565;SPC WI C     -    63,159.      508,840.      MT  (+/- 10 meters HH2 GPS)
 DJ4565
 DJ4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4778817525(NAD 83)
 DJ4565
 DJ4565                          SUPERSEDED SURVEY CONTROL
 DJ4565
 DJ4565  NAVD 88 (07/08/08)  290.916  (m)          954.45   (f) SUPERSEDED  2 1
 DJ4565
 DJ4565.Superseded values are not recommended for survey control.
 DJ4565
 DJ4565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4565.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4565
 DJ4565_MARKER: DD = SURVEY DISK
 DJ4565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4565_STAMPING: 4R53 2005
 DJ4565_MARK LOGO: WIDT
 DJ4565_PROJECTION: FLUSH
 DJ4565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4565+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 DJ4565
 DJ4565  HISTORY     - Date     Condition        Report By
 DJ4565  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4565  HISTORY     - 20060828 GOOD             WIDT
 DJ4565  HISTORY     - 20110914 GOOD             WIDT
 DJ4565
 DJ4565                          STATION DESCRIPTION
 DJ4565
 DJ4565'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4565'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 121 (MAIN
 DJ4565'STREET) WITH COUNTY HIGHWAY P IN THE VILLAGE OF PIGEON FALLS, GO
 DJ4565'EAST-SOUTHEAST ON COUNTY HIGHWAY P FOR 4.0 MI (6.4 KM) TO BIG SLOUGH
 DJ4565'ROAD ON THE LEFT, CONTINUE SOUTH ON COUNTY HIGHWAY P FOR 0.25 MI (0.4
 DJ4565'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DJ4565'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4565'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4565'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4565'THE STATION IS 8.5 M (27.9 FT) EAST OF THE CENTERLINE OF COUNTY
 DJ4565'HIGHWAY P, 92 M (301.8 FT) SOUTH OF A METAL POST FOR A --BUMP-- SIGN,
 DJ4565'17.5 M (57.4 FT) EAST OF A POWER POLE --4E8L8--, 1 M (3.3 FT) WEST OF
 DJ4565'AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DJ4565'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4565'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4565'HORIZON.
 DJ4565
 DJ4565                          STATION RECOVERY (2011)
 DJ4565
 DJ4565'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4566 ***********************************************************************
 DJ4566  DESIGNATION -  4R54
 DJ4566  PID         -  DJ4566
 DJ4566  STATE/COUNTY-  WI/JACKSON
 DJ4566  COUNTRY     -  US
 DJ4566  USGS QUAD   -  PIGEON FALLS (2018)
 DJ4566
 DJ4566                         *CURRENT SURVEY CONTROL
 DJ4566  ______________________________________________________________________
 DJ4566* NAD 83(1986) POSITION- 44 24 46.5    (N) 091 09 47.9    (W)   HD_HELD2
 DJ4566* NAVD 88 ORTHO HEIGHT -   279.358 (meters)      916.53  (feet) ADJUSTED
 DJ4566  ______________________________________________________________________
 DJ4566  GEOID HEIGHT    -        -31.711 (meters)                     GEOID18
 DJ4566  DYNAMIC HEIGHT  -        279.321 (meters)      916.41  (feet) COMP
 DJ4566  MODELED GRAVITY -    980,478.3   (mgal)                       NAVD 88
 DJ4566
 DJ4566  VERT ORDER      -  SECOND    CLASS I
 DJ4566
 DJ4566.The horizontal coordinates were established by autonomous hand held GPS
 DJ4566.observations and have an estimated accuracy of +/- 10 meters.
 DJ4566
 DJ4566.The orthometric height was determined by differential leveling and
 DJ4566.adjusted by the WI DEPT OF TRANSP
 DJ4566.in May 2012.
 DJ4566
 DJ4566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4566.GEOID18 height accuracy estimate available here.
 DJ4566
 DJ4566.Click photographs - Photos may exist for this station.
 DJ4566
 DJ4566.The dynamic height is computed by dividing the NAVD 88
 DJ4566.geopotential number by the normal gravity value computed on the
 DJ4566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4566.degrees latitude (g = 980.6199 gals.).
 DJ4566
 DJ4566.The modeled gravity was interpolated from observed gravity values.
 DJ4566
 DJ4566;                    North         East    Units  Estimated Accuracy
 DJ4566;SPC WI C     -    65,066.      507,351.      MT  (+/- 10 meters HH2 GPS)
 DJ4566
 DJ4566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4623019376(NAD 83)
 DJ4566
 DJ4566                          SUPERSEDED SURVEY CONTROL
 DJ4566
 DJ4566  NAVD 88 (07/08/08)  279.347  (m)          916.49   (f) SUPERSEDED  2 1
 DJ4566
 DJ4566.Superseded values are not recommended for survey control.
 DJ4566
 DJ4566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4566.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4566
 DJ4566_MARKER: DD = SURVEY DISK
 DJ4566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4566_STAMPING: 4R54 2005
 DJ4566_MARK LOGO: WIDT
 DJ4566_PROJECTION: FLUSH
 DJ4566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4566+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 DJ4566
 DJ4566  HISTORY     - Date     Condition        Report By
 DJ4566  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4566  HISTORY     - 20060829 GOOD             WIDT
 DJ4566  HISTORY     - 20110914 GOOD             WIDT
 DJ4566
 DJ4566                          STATION DESCRIPTION
 DJ4566
 DJ4566'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4566'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 121 (MAIN
 DJ4566'STREET) WITH COUNTY HIGHWAY P IN THE VILLAGE OF PIGEON FALLS, GO
 DJ4566'EAST-SOUTHEAST ON COUNTY HIGHWAY P FOR 2.5 MI (4.0 KM) TO JOHNSON ROAD
 DJ4566'ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4566'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4566'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4566'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4566'PAVEMENT.  THE STATION IS 9.6 M (31.5 FT) NORTH OF THE CENTERLINE OF
 DJ4566'COUNTY HIGHWAY P, 15 M (49.2 FT) EAST OF THE CENTER OF JOHNSON ROAD,
 DJ4566'12.4 M (40.7 FT) SOUTHEAST OF A WOOD POST FOR A --DEAD END-- SIGN, AND
 DJ4566'1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC
 DJ4566'WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DJ4566'OBSERVATIONS.
 DJ4566
 DJ4566                          STATION RECOVERY (2011)
 DJ4566
 DJ4566'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4567 ***********************************************************************
 DJ4567  DESIGNATION -  4R55
 DJ4567  PID         -  DJ4567
 DJ4567  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4567  COUNTRY     -  US
 DJ4567  USGS QUAD   -  PIGEON FALLS (2018)
 DJ4567
 DJ4567                         *CURRENT SURVEY CONTROL
 DJ4567  ______________________________________________________________________
 DJ4567* NAD 83(1986) POSITION- 44 25 26.7    (N) 091 11 50.5    (W)   HD_HELD2
 DJ4567* NAVD 88 ORTHO HEIGHT -   274.333 (meters)      900.04  (feet) ADJUSTED
 DJ4567  ______________________________________________________________________
 DJ4567  GEOID HEIGHT    -        -31.596 (meters)                     GEOID18
 DJ4567  DYNAMIC HEIGHT  -        274.300 (meters)      899.93  (feet) COMP
 DJ4567  MODELED GRAVITY -    980,489.0   (mgal)                       NAVD 88
 DJ4567
 DJ4567  VERT ORDER      -  SECOND    CLASS I
 DJ4567
 DJ4567.The horizontal coordinates were established by autonomous hand held GPS
 DJ4567.observations and have an estimated accuracy of +/- 10 meters.
 DJ4567
 DJ4567.The orthometric height was determined by differential leveling and
 DJ4567.adjusted by the WI DEPT OF TRANSP
 DJ4567.in May 2012.
 DJ4567
 DJ4567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4567.GEOID18 height accuracy estimate available here.
 DJ4567
 DJ4567.Click photographs - Photos may exist for this station.
 DJ4567
 DJ4567.The dynamic height is computed by dividing the NAVD 88
 DJ4567.geopotential number by the normal gravity value computed on the
 DJ4567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4567.degrees latitude (g = 980.6199 gals.).
 DJ4567
 DJ4567.The modeled gravity was interpolated from observed gravity values.
 DJ4567
 DJ4567;                    North         East    Units  Estimated Accuracy
 DJ4567;SPC WI C     -    66,346.      504,657.      MT  (+/- 10 meters HH2 GPS)
 DJ4567
 DJ4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4349220556(NAD 83)
 DJ4567
 DJ4567                          SUPERSEDED SURVEY CONTROL
 DJ4567
 DJ4567  NAVD 88 (07/08/08)  274.322  (m)          900.00   (f) SUPERSEDED  2 1
 DJ4567
 DJ4567.Superseded values are not recommended for survey control.
 DJ4567
 DJ4567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4567.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4567
 DJ4567_MARKER: DD = SURVEY DISK
 DJ4567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4567_STAMPING: 4R55 2005
 DJ4567_MARK LOGO: WIDT
 DJ4567_PROJECTION: FLUSH
 DJ4567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4567+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2011
 DJ4567
 DJ4567  HISTORY     - Date     Condition        Report By
 DJ4567  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4567  HISTORY     - 20060829 GOOD             WIDT
 DJ4567  HISTORY     - 20111003 GOOD             WIDT
 DJ4567
 DJ4567                          STATION DESCRIPTION
 DJ4567
 DJ4567'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4567'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 121 (MAIN
 DJ4567'STREET) WITH COUNTY HIGHWAY P IN THE VILLAGE OF PIGEON FALLS, GO
 DJ4567'EAST-SOUTHEAST ON COUNTY HIGHWAY P FOR 0.3 MI (0.5 KM) TO THE STATION
 DJ4567'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4567'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4567'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4567'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4567'IS 9.5 M (31.2 FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY P,
 DJ4567'41.3 M (135.5 FT) SOUTHEAST OF A WOOD POST FOR A --NO PASSING ZONE--
 DJ4567'SIGN, 1.0 M (3.3 FT) SOUTH, WEST, AND NORTHEAST OF A WHITE PLASTIC
 DJ4567'WITNESS POST, AND 0.9 M (3.0 FT) SOUTHWEST OF A BARBED WIRE FENCE.
 DJ4567'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4567'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4567
 DJ4567                          STATION RECOVERY (2011)
 DJ4567
 DJ4567'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4930 ***********************************************************************
 DJ4930  DESIGNATION -  4R56
 DJ4930  PID         -  DJ4930
 DJ4930  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4930  COUNTRY     -  US
 DJ4930  USGS QUAD   -  PIGEON FALLS (2018)
 DJ4930
 DJ4930                         *CURRENT SURVEY CONTROL
 DJ4930  ______________________________________________________________________
 DJ4930* NAD 83(1986) POSITION- 44 25 36.55   (N) 091 12 41.58   (W)   HD_HELD1
 DJ4930* NAVD 88 ORTHO HEIGHT -   265.672 (meters)      871.63  (feet) ADJUSTED
 DJ4930  ______________________________________________________________________
 DJ4930  GEOID HEIGHT    -        -31.548 (meters)                     GEOID18
 DJ4930  DYNAMIC HEIGHT  -        265.641 (meters)      871.52  (feet) COMP
 DJ4930  MODELED GRAVITY -    980,493.7   (mgal)                       NAVD 88
 DJ4930
 DJ4930  VERT ORDER      -  SECOND    CLASS I
 DJ4930
 DJ4930.The horizontal coordinates were determined by differentially corrected
 DJ4930.hand held GPS observations or other comparable positioning techniques
 DJ4930.and have an estimated accuracy of +/- 3 meters.
 DJ4930
 DJ4930.The orthometric height was determined by differential leveling and
 DJ4930.adjusted by the WI DEPT OF TRANSP
 DJ4930.in May 2012.
 DJ4930
 DJ4930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4930.GEOID18 height accuracy estimate available here.
 DJ4930
 DJ4930.Click photographs - Photos may exist for this station.
 DJ4930
 DJ4930.The dynamic height is computed by dividing the NAVD 88
 DJ4930.geopotential number by the normal gravity value computed on the
 DJ4930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4930.degrees latitude (g = 980.6199 gals.).
 DJ4930
 DJ4930.The modeled gravity was interpolated from observed gravity values.
 DJ4930
 DJ4930;                    North         East    Units  Estimated Accuracy
 DJ4930;SPC WI C     -    66,666.7     503,531.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4930
 DJ4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4235520836(NAD 83)
 DJ4930
 DJ4930                          SUPERSEDED SURVEY CONTROL
 DJ4930
 DJ4930  NAVD 88 (07/08/08)  265.661  (m)          871.59   (f) SUPERSEDED  2 1
 DJ4930
 DJ4930.Superseded values are not recommended for survey control.
 DJ4930
 DJ4930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4930.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4930
 DJ4930_MARKER: DD = SURVEY DISK
 DJ4930_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DJ4930_SP_SET: DAM
 DJ4930_STAMPING: 4R56 2005
 DJ4930_MARK LOGO: WIDT
 DJ4930_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ4930+STABILITY: POSITION/ELEVATION WELL
 DJ4930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4930+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2011
 DJ4930
 DJ4930  HISTORY     - Date     Condition        Report By
 DJ4930  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4930  HISTORY     - 20060830 GOOD             WIDT
 DJ4930  HISTORY     - 20111003 GOOD             WIDT
 DJ4930
 DJ4930                          STATION DESCRIPTION
 DJ4930
 DJ4930'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4930'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DJ4930'HIGHWAY 121 IN THE VILLAGE OF PIGEON FALLS, GO NORTH ON US HIGHWAY 53
 DJ4930'FOR 0.05 MI (0.1 KM) TO OL' MILLING PARK ON THE LEFT AND THE STATION
 DJ4930'ON THE LEFT.
 DJ4930'
 DJ4930'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4930'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST SIDE
 DJ4930'OF A DAM ON PIGEON CREEK,
 DJ4930'
 DJ4930'LOCATED ABOUT 71 M (232.9 FT) WEST OF US HIGHWAY 53.
 DJ4930'
 DJ4930'---NOTE---THE STATION IS LOCATED BEHIND A LOCKED GATE.  THE KEY FOR
 DJ4930'THE PADLOCK CAN BE OBTAINED FROM THE GENERAL STORE LOCATED AT 40226
 DJ4930'MAIN STREET IN THE VILLAGE OF PIGEON FALLS.
 DJ4930'
 DJ4930'---NOTE2---NO WITNESS POST SET WITH THE STATION.
 DJ4930
 DJ4930                          STATION RECOVERY (2011)
 DJ4930
 DJ4930'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4930'NOTE - - TO GAIN ACCESS TO STATION, CONTACT MRS. ARDELL THORSON AT THE
 DJ4930'VILLAGE OF TREMPEALEAU OFFICE - - 715-983-2214.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4925 ***********************************************************************
 DJ4925  DESIGNATION -  4R57
 DJ4925  PID         -  DJ4925
 DJ4925  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4925  COUNTRY     -  US
 DJ4925  USGS QUAD   -  PIGEON FALLS (2018)
 DJ4925
 DJ4925                         *CURRENT SURVEY CONTROL
 DJ4925  ______________________________________________________________________
 DJ4925* NAD 83(1986) POSITION- 44 26 33.2    (N) 091 12 59.2    (W)   HD_HELD2
 DJ4925* NAVD 88 ORTHO HEIGHT -   278.893 (meters)      915.00  (feet) ADJUSTED
 DJ4925  ______________________________________________________________________
 DJ4925  GEOID HEIGHT    -        -31.518 (meters)                     GEOID18
 DJ4925  DYNAMIC HEIGHT  -        278.860 (meters)      914.89  (feet) COMP
 DJ4925  MODELED GRAVITY -    980,493.0   (mgal)                       NAVD 88
 DJ4925
 DJ4925  VERT ORDER      -  SECOND    CLASS I
 DJ4925
 DJ4925.The horizontal coordinates were established by autonomous hand held GPS
 DJ4925.observations and have an estimated accuracy of +/- 10 meters.
 DJ4925
 DJ4925.The orthometric height was determined by differential leveling and
 DJ4925.adjusted by the WI DEPT OF TRANSP
 DJ4925.in May 2012.
 DJ4925
 DJ4925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4925.GEOID18 height accuracy estimate available here.
 DJ4925
 DJ4925.Click photographs - Photos may exist for this station.
 DJ4925
 DJ4925.The dynamic height is computed by dividing the NAVD 88
 DJ4925.geopotential number by the normal gravity value computed on the
 DJ4925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4925.degrees latitude (g = 980.6199 gals.).
 DJ4925
 DJ4925.The modeled gravity was interpolated from observed gravity values.
 DJ4925
 DJ4925;                    North         East    Units  Estimated Accuracy
 DJ4925;SPC WI C     -    68,421.      503,168.      MT  (+/- 10 meters HH2 GPS)
 DJ4925
 DJ4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4192822575(NAD 83)
 DJ4925
 DJ4925                          SUPERSEDED SURVEY CONTROL
 DJ4925
 DJ4925  NAVD 88 (07/08/08)  278.882  (m)          914.97   (f) SUPERSEDED  2 1
 DJ4925
 DJ4925.Superseded values are not recommended for survey control.
 DJ4925
 DJ4925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4925.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4925
 DJ4925_MARKER: DD = SURVEY DISK
 DJ4925_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4925_SP_SET: BOX CULVERT WINGWALL
 DJ4925_STAMPING: 4R57 2005
 DJ4925_MARK LOGO: WIDT
 DJ4925_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4925+STABILITY: SURFACE MOTION
 DJ4925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4925+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 DJ4925
 DJ4925  HISTORY     - Date     Condition        Report By
 DJ4925  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4925  HISTORY     - 20060830 GOOD             WIDT
 DJ4925  HISTORY     - 20111018 GOOD             WIDT
 DJ4925
 DJ4925                          STATION DESCRIPTION
 DJ4925
 DJ4925'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4925'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DJ4925'HIGHWAY 121 (MAIN STREET) IN THE VILLAGE OF PIGEON FALLS, GO NORTH ON
 DJ4925'US HIGHWAY 53 FOR 1.3 MI (2.1 KM) TO A BOX CULVERT OVER A SMALL STREAM
 DJ4925'AND THE STATION ON THE LEFT.
 DJ4925'
 DJ4925'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4925'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH WING
 DJ4925'WALL OF THE WEST END TO THE BOX CULVERT, ABOUT 1 M (3.3 FT) BELOW THE
 DJ4925'HIGHWAY PAVEMENT.
 DJ4925'
 DJ4925'THE STATION IS 9.0 M (29.5 FT) WEST OF THE CENTERLINE OF US HIGHWAY 53
 DJ4925'AND 0.3 M (1.0 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DJ4925
 DJ4925                          STATION RECOVERY (2011)
 DJ4925
 DJ4925'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1505 ***********************************************************************
 DQ1505  DESIGNATION -  4R90 A
 DQ1505  PID         -  DQ1505
 DQ1505  STATE/COUNTY-  WI/TREMPEALEAU
 DQ1505  COUNTRY     -  US
 DQ1505  USGS QUAD   -  INDEPENDENCE (2018)
 DQ1505
 DQ1505                         *CURRENT SURVEY CONTROL
 DQ1505  ______________________________________________________________________
 DQ1505* NAD 83(1986) POSITION- 44 21 28.48   (N) 091 25 12.41   (W)   HD_HELD1
 DQ1505* NAVD 88 ORTHO HEIGHT -   241.135 (meters)      791.12  (feet) ADJUSTED
 DQ1505  ______________________________________________________________________
 DQ1505  GEOID HEIGHT    -        -31.118 (meters)                     GEOID18
 DQ1505  DYNAMIC HEIGHT  -        241.106 (meters)      791.03  (feet) COMP
 DQ1505  MODELED GRAVITY -    980,491.6   (mgal)                       NAVD 88
 DQ1505
 DQ1505  VERT ORDER      -  SECOND    CLASS I
 DQ1505
 DQ1505.The horizontal coordinates were determined by differentially corrected
 DQ1505.hand held GPS observations or other comparable positioning techniques
 DQ1505.and have an estimated accuracy of +/- 3 meters.
 DQ1505
 DQ1505.The orthometric height was determined by differential leveling and
 DQ1505.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1505.in November 2016.
 DQ1505
 DQ1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1505.GEOID18 height accuracy estimate available here.
 DQ1505
 DQ1505.Click photographs - Photos may exist for this station.
 DQ1505
 DQ1505.The dynamic height is computed by dividing the NAVD 88
 DQ1505.geopotential number by the normal gravity value computed on the
 DQ1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1505.degrees latitude (g = 980.6199 gals.).
 DQ1505
 DQ1505.The modeled gravity was interpolated from observed gravity values.
 DQ1505
 DQ1505;                    North         East    Units  Estimated Accuracy
 DQ1505;SPC WI C     -    59,280.0     486,792.9     MT  (+/- 3 meters HH1 GPS) 
 DQ1505
 DQ1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2590212840(NAD 83)
 DQ1505
 DQ1505                          SUPERSEDED SURVEY CONTROL
 DQ1505
 DQ1505.No superseded survey control is available for this station.
 DQ1505
 DQ1505_MARKER: DV = VERTICAL CONTROL DISK
 DQ1505_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ1505_SP_SET: BRIDGE PARAPET WALL
 DQ1505_STAMPING: 4R90 A 2015
 DQ1505_MARK LOGO: WIDT
 DQ1505_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1505+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2015
 DQ1505
 DQ1505  HISTORY     - Date     Condition        Report By
 DQ1505  HISTORY     - 2014     MONUMENTED       WIDT
 DQ1505  HISTORY     - 20150608 GOOD             WIDT
 DQ1505
 DQ1505                          STATION DESCRIPTION
 DQ1505
 DQ1505'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1505'THE STATION IS LOCATED IN THE CITY OF INDEPENDENCE, APPROXIMATELY 8 MI
 DQ1505'(12.9 KM) NORTH OF ARCADIA AND 6 MI (9.7 KM) WEST OF WHITEHALL.
 DQ1505'
 DQ1505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 (WASHINGTON
 DQ1505'STREET) WITH COUNTY HIGHWAY Q (ADAMS STREET) IN THE CITY OF
 DQ1505'INDEPENDENCE, GO NORTH APPROXIMATELY 200 FT (61.0 M) TO A BRIDGE OVER
 DQ1505'ELK CREEK AND THE STATION ON THE RIGHT.
 DQ1505'
 DQ1505'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1505'VERTICAL CONTROL POINT DISK SET IN THE TOP OF THE SOUTH END OF THE
 DQ1505'EAST PARAPET WALL OF THE BRIDGE -B-61-211-, APPROXIMATELY 0.8 M (2.6
 DQ1505'FT) HIGHER THAN THE SIDEWALK GRADE.
 DQ1505'
 DQ1505'THE STATION IS 8.3 M (27.2 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DQ1505'93 (WASHINGTON STREET), 10.1 M (33.1 FT) SOUTH-SOUTHWEST AND NEARLY 2
 DQ1505'M (6.6 FT) HIGHER IN ELEVATION THAN A BRONZE PUBLIC SERVICE COMMISSION
 DQ1505'OF WISCONSIN BENCH MARK DISK SET IN THE TOP OF THE SOUTH RETAINING
 DQ1505'WALL FOR THE ELK CREEK DAM, 4.4 M (14.4 FT) NORTH OF A DECORATIVE
 DQ1505'STREET LAMP SET ON TOP OF THE EAST PARAPET WALL OF THE BRIDGE AND 0.4
 DQ1505'M (1.3 FT) NORTH-NORTHWEST OF A WOODEN POST FOR A -NO FISHING OR
 DQ1505'DIVING FROM BRIDGE- SIGN.
 DQ1505'
 DQ1505'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1505'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE EAST EXTENDING TO
 DQ1505'35 DEGREES ABOVE THE HORIZON AND A TREE TO THE SOUTHWEST EXTENDING TO
 DQ1505'25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4784 ***********************************************************************
 DJ4784  DESIGNATION -  4S02
 DJ4784  PID         -  DJ4784
 DJ4784  STATE/COUNTY-  WI/MONROE
 DJ4784  COUNTRY     -  US
 DJ4784  USGS QUAD   -  CATARACT (2018)
 DJ4784
 DJ4784                         *CURRENT SURVEY CONTROL
 DJ4784  ______________________________________________________________________
 DJ4784* NAD 83(1986) POSITION- 44 03 40.15   (N) 090 51 59.29   (W)   HD_HELD1
 DJ4784* NAVD 88 ORTHO HEIGHT -   263.597 (meters)      864.82  (feet) ADJUSTED
 DJ4784  ______________________________________________________________________
 DJ4784  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 DJ4784  DYNAMIC HEIGHT  -        263.550 (meters)      864.66  (feet) COMP
 DJ4784  MODELED GRAVITY -    980,433.8   (mgal)                       NAVD 88
 DJ4784
 DJ4784  VERT ORDER      -  SECOND    CLASS I
 DJ4784
 DJ4784.The horizontal coordinates were determined by differentially corrected
 DJ4784.hand held GPS observations or other comparable positioning techniques
 DJ4784.and have an estimated accuracy of +/- 3 meters.
 DJ4784
 DJ4784.The orthometric height was determined by differential leveling and
 DJ4784.adjusted by the WI DEPT OF TRANSP
 DJ4784.in May 2012.
 DJ4784
 DJ4784.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4784.GEOID18 height accuracy estimate available here.
 DJ4784
 DJ4784.Click photographs - Photos may exist for this station.
 DJ4784
 DJ4784.The dynamic height is computed by dividing the NAVD 88
 DJ4784.geopotential number by the normal gravity value computed on the
 DJ4784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4784.degrees latitude (g = 980.6199 gals.).
 DJ4784
 DJ4784.The modeled gravity was interpolated from observed gravity values.
 DJ4784
 DJ4784;                    North         East    Units  Estimated Accuracy
 DJ4784;SPC WI S     -   229,342.6     530,576.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4784
 DJ4784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7087980878(NAD 83)
 DJ4784
 DJ4784                          SUPERSEDED SURVEY CONTROL
 DJ4784
 DJ4784  NAVD 88 (07/08/08)  263.586  (m)          864.78   (f) SUPERSEDED  2 1
 DJ4784
 DJ4784.Superseded values are not recommended for survey control.
 DJ4784
 DJ4784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4784.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4784
 DJ4784_MARKER: DD = SURVEY DISK
 DJ4784_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4784_SP_SET: BRIDGE WINGWALL
 DJ4784_STAMPING: 4S02 2005
 DJ4784_MARK LOGO: WIDT
 DJ4784_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4784+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 DJ4784
 DJ4784  HISTORY     - Date     Condition        Report By
 DJ4784  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4784  HISTORY     - 20060821 GOOD             WIDT
 DJ4784  HISTORY     - 20100830 GOOD             WIDT
 DJ4784
 DJ4784                          STATION DESCRIPTION
 DJ4784
 DJ4784'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4784'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH STATE
 DJ4784'HIGHWAY 71 ABOUT 9 MI (14.5 KM) NORTH OF THE CITY OF SPARTA, GO WEST
 DJ4784'ON STATE HIGHWAY 71 FOR 0.2 MI (0.3 KM) TO A BRIDGE OVER SPENCER CREEK
 DJ4784'AND THE STATION ON THE LEFT.
 DJ4784'
 DJ4784'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4784'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHWEST
 DJ4784'WING WALL OF THE BRIDGE --B-41-248--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4784'PAVEMENT,
 DJ4784'
 DJ4784'7.3 M (24.0 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 71.
 DJ4784'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4784
 DJ4784                          STATION RECOVERY (2010)
 DJ4784
 DJ4784'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4784'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.0 M EAST OF A
 DJ4784'WHITE PLASTIC WITNESS POST.  NOTE---VISIBLE OBSTRUCTIONS AT THIS
 DJ4784'STATION ARE TREES TO THE SOUTH EXTENDING TO 40 DEGREES ABOVE THE
 DJ4784'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4858 ***********************************************************************
 DJ4858  DESIGNATION -  4S03
 DJ4858  PID         -  DJ4858
 DJ4858  STATE/COUNTY-  WI/MONROE
 DJ4858  COUNTRY     -  US
 DJ4858  USGS QUAD   -  CATARACT (2018)
 DJ4858
 DJ4858                         *CURRENT SURVEY CONTROL
 DJ4858  ______________________________________________________________________
 DJ4858* NAD 83(1986) POSITION- 44 04 55.55   (N) 090 50 32.78   (W)   HD_HELD1
 DJ4858* NAVD 88 ORTHO HEIGHT -   251.103 (meters)      823.83  (feet) ADJUSTED
 DJ4858  ______________________________________________________________________
 DJ4858  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 DJ4858  DYNAMIC HEIGHT  -        251.058 (meters)      823.68  (feet) COMP
 DJ4858  MODELED GRAVITY -    980,435.3   (mgal)                       NAVD 88
 DJ4858
 DJ4858  VERT ORDER      -  SECOND    CLASS I
 DJ4858
 DJ4858.The horizontal coordinates were determined by differentially corrected
 DJ4858.hand held GPS observations or other comparable positioning techniques
 DJ4858.and have an estimated accuracy of +/- 3 meters.
 DJ4858
 DJ4858.The orthometric height was determined by differential leveling and
 DJ4858.adjusted by the WI DEPT OF TRANSP
 DJ4858.in May 2012.
 DJ4858
 DJ4858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4858.GEOID18 height accuracy estimate available here.
 DJ4858
 DJ4858.Click photographs - Photos may exist for this station.
 DJ4858
 DJ4858.The dynamic height is computed by dividing the NAVD 88
 DJ4858.geopotential number by the normal gravity value computed on the
 DJ4858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4858.degrees latitude (g = 980.6199 gals.).
 DJ4858
 DJ4858.The modeled gravity was interpolated from observed gravity values.
 DJ4858
 DJ4858;                    North         East    Units  Estimated Accuracy
 DJ4858;SPC WI S     -   231,650.0     532,525.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4858
 DJ4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7274383254(NAD 83)
 DJ4858
 DJ4858                          SUPERSEDED SURVEY CONTROL
 DJ4858
 DJ4858  NAVD 88 (07/08/08)  251.091  (m)          823.79   (f) SUPERSEDED  2 1
 DJ4858
 DJ4858.Superseded values are not recommended for survey control.
 DJ4858
 DJ4858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4858.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4858
 DJ4858_MARKER: DD = SURVEY DISK
 DJ4858_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4858_SP_SET: BRIDGE WINGWALL
 DJ4858_STAMPING: 4S03 2005
 DJ4858_MARK LOGO: WIDT
 DJ4858_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4858+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 DJ4858
 DJ4858  HISTORY     - Date     Condition        Report By
 DJ4858  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4858  HISTORY     - 20060822 GOOD             WIDT
 DJ4858  HISTORY     - 20100830 GOOD             WIDT
 DJ4858
 DJ4858                          STATION DESCRIPTION
 DJ4858
 DJ4858'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4858'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DJ4858'HIGHWAY I TO THE EAST AND CASPER AVENUE TO THE WEST IN THE COMMUNITY
 DJ4858'OF CATARACT, GO SOUTH ON STATE HIGHWAY 27 FOR 0.5 MI (0.8 KM) TO A
 DJ4858'BRIDGE OVER SOPER CREEK AND THE STATION ON THE RIGHT.
 DJ4858'
 DJ4858'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4858'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHWEST
 DJ4858'WING WALL OF THE BRIDGE --B-41-5-89--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4858'PAVEMENT.
 DJ4858'
 DJ4858'THE STATION IS 6.1 M (20.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4858'27 AND 0.2 M (0.7 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DJ4858
 DJ4858                          STATION RECOVERY (2010)
 DJ4858
 DJ4858'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4858'RECOVERED IN GOOD CONDITION.  NOTE---VISIBLE OBSTRUCTIONS AT THIS
 DJ4858'STATION ARE TREES IN THE WEST QUADRANTS EXTENDING TO 40 DEGREES ABOVE
 DJ4858'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4502 ***********************************************************************
 DJ4502  DESIGNATION -  4S04
 DJ4502  PID         -  DJ4502
 DJ4502  STATE/COUNTY-  WI/MONROE
 DJ4502  COUNTRY     -  US
 DJ4502  USGS QUAD   -  CATARACT (2018)
 DJ4502
 DJ4502                         *CURRENT SURVEY CONTROL
 DJ4502  ______________________________________________________________________
 DJ4502* NAD 83(1986) POSITION- 44 06 17.0    (N) 090 50 24.3    (W)   HD_HELD2
 DJ4502* NAVD 88 ORTHO HEIGHT -   285.784 (meters)      937.61  (feet) ADJUSTED
 DJ4502  ______________________________________________________________________
 DJ4502  GEOID HEIGHT    -        -32.992 (meters)                     GEOID18
 DJ4502  DYNAMIC HEIGHT  -        285.735 (meters)      937.45  (feet) COMP
 DJ4502  MODELED GRAVITY -    980,437.0   (mgal)                       NAVD 88
 DJ4502
 DJ4502  VERT ORDER      -  SECOND    CLASS I
 DJ4502
 DJ4502.The horizontal coordinates were established by autonomous hand held GPS
 DJ4502.observations and have an estimated accuracy of +/- 10 meters.
 DJ4502
 DJ4502.The orthometric height was determined by differential leveling and
 DJ4502.adjusted by the WI DEPT OF TRANSP
 DJ4502.in May 2012.
 DJ4502
 DJ4502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4502.GEOID18 height accuracy estimate available here.
 DJ4502
 DJ4502.Click photographs - Photos may exist for this station.
 DJ4502
 DJ4502.The dynamic height is computed by dividing the NAVD 88
 DJ4502.geopotential number by the normal gravity value computed on the
 DJ4502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4502.degrees latitude (g = 980.6199 gals.).
 DJ4502
 DJ4502.The modeled gravity was interpolated from observed gravity values.
 DJ4502
 DJ4502;                    North         East    Units  Estimated Accuracy
 DJ4502;SPC WI S     -   234,162.      532,739.      MT  (+/- 10 meters HH2 GPS)
 DJ4502
 DJ4502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7286585772(NAD 83)
 DJ4502
 DJ4502                          SUPERSEDED SURVEY CONTROL
 DJ4502
 DJ4502  NAVD 88 (07/08/08)  285.773  (m)          937.57   (f) SUPERSEDED  2 1
 DJ4502
 DJ4502.Superseded values are not recommended for survey control.
 DJ4502
 DJ4502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4502.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4502
 DJ4502_MARKER: DD = SURVEY DISK
 DJ4502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4502_STAMPING: 4S04 2005
 DJ4502_MARK LOGO: WIDT
 DJ4502_PROJECTION: FLUSH
 DJ4502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4502+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 DJ4502
 DJ4502  HISTORY     - Date     Condition        Report By
 DJ4502  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4502  HISTORY     - 20060822 GOOD             WIDT
 DJ4502  HISTORY     - 20100830 GOOD             WIDT
 DJ4502
 DJ4502                          STATION DESCRIPTION
 DJ4502
 DJ4502'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4502'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DJ4502'HIGHWAY I TO THE EAST AND CASPER AVENUE TO THE WEST IN THE COMMUNITY
 DJ4502'OF CATARACT, GO NORTH ON STATE HIGHWAY 27 FOR 1.0 MI (1.6 KM) TO THE
 DJ4502'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4502'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4502'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4502'THE RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4502'STATION IS 11.6 M (38.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4502'27, 11 M (36.1 FT) SOUTH OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE
 DJ4502'--4693--, 4.4 M (14.4 FT) SOUTH OF A FIELD ENTRANCE, AND 1.0 M (3.3
 DJ4502'FT) SOUTH, EAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4502'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4502'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4502
 DJ4502                          STATION RECOVERY (2010)
 DJ4502
 DJ4502'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4502'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4501 ***********************************************************************
 DJ4501  DESIGNATION -  4S05
 DJ4501  PID         -  DJ4501
 DJ4501  STATE/COUNTY-  WI/MONROE
 DJ4501  COUNTRY     -  US
 DJ4501  USGS QUAD   -  SHAMROCK (2018)
 DJ4501
 DJ4501                         *CURRENT SURVEY CONTROL
 DJ4501  ______________________________________________________________________
 DJ4501* NAD 83(1986) POSITION- 44 07 53.6    (N) 090 49 27.3    (W)   HD_HELD2
 DJ4501* NAVD 88 ORTHO HEIGHT -   292.308 (meters)      959.01  (feet) ADJUSTED
 DJ4501  ______________________________________________________________________
 DJ4501  GEOID HEIGHT    -        -33.063 (meters)                     GEOID18
 DJ4501  DYNAMIC HEIGHT  -        292.257 (meters)      958.85  (feet) COMP
 DJ4501  MODELED GRAVITY -    980,435.7   (mgal)                       NAVD 88
 DJ4501
 DJ4501  VERT ORDER      -  SECOND    CLASS I
 DJ4501
 DJ4501.The horizontal coordinates were established by autonomous hand held GPS
 DJ4501.observations and have an estimated accuracy of +/- 10 meters.
 DJ4501
 DJ4501.The orthometric height was determined by differential leveling and
 DJ4501.adjusted by the WI DEPT OF TRANSP
 DJ4501.in May 2012.
 DJ4501
 DJ4501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4501.GEOID18 height accuracy estimate available here.
 DJ4501
 DJ4501.Click photographs - Photos may exist for this station.
 DJ4501
 DJ4501.The dynamic height is computed by dividing the NAVD 88
 DJ4501.geopotential number by the normal gravity value computed on the
 DJ4501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4501.degrees latitude (g = 980.6199 gals.).
 DJ4501
 DJ4501.The modeled gravity was interpolated from observed gravity values.
 DJ4501
 DJ4501;                    North         East    Units  Estimated Accuracy
 DJ4501;SPC WI S     -   237,131.      534,036.      MT  (+/- 10 meters HH2 GPS)
 DJ4501
 DJ4501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7405488786(NAD 83)
 DJ4501
 DJ4501                          SUPERSEDED SURVEY CONTROL
 DJ4501
 DJ4501  NAVD 88 (07/08/08)  292.296  (m)          958.97   (f) SUPERSEDED  2 1
 DJ4501
 DJ4501.Superseded values are not recommended for survey control.
 DJ4501
 DJ4501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4501.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4501
 DJ4501_MARKER: DD = SURVEY DISK
 DJ4501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4501_STAMPING: 4S05 2005
 DJ4501_MARK LOGO: WIDT
 DJ4501_PROJECTION: FLUSH
 DJ4501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4501+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 DJ4501
 DJ4501  HISTORY     - Date     Condition        Report By
 DJ4501  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4501  HISTORY     - 20060822 GOOD             WIDT
 DJ4501  HISTORY     - 20100830 GOOD             WIDT
 DJ4501
 DJ4501                          STATION DESCRIPTION
 DJ4501
 DJ4501'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DJ4501'HIGHWAY O AND COUNTY HIGHWAY S TO THE EAST AND MURPHY ROAD TO THE WEST
 DJ4501'ABOUT 9 MI (14.5 KM) SOUTH OF THE CITY OF BLACK RIVER FALLS, GO SOUTH
 DJ4501'ON STATE HIGHWAY 27 FOR 2.3 MI (3.7 KM) TO AFTON ROAD ON THE RIGHT,
 DJ4501'CONTINUE SOUTH ON STATE HIGHWAY 27 FOR 0.6 MI (1.0 KM) TO THE STATION
 DJ4501'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4501'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4501'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED IN THE
 DJ4501'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4501'15.1 M (49.5 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 27, 17.2 M
 DJ4501'(56.4 FT) NORTH OF A PRIVATE ENTRANCE --2836--, AND 1.0 M (3.3 FT)
 DJ4501'NORTH, EAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4501'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4501'THAN 20 DEGREES ABOVE THE HORIZON.
 DJ4501
 DJ4501                          STATION RECOVERY (2010)
 DJ4501
 DJ4501'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4500 ***********************************************************************
 DJ4500  DESIGNATION -  4S06
 DJ4500  PID         -  DJ4500
 DJ4500  STATE/COUNTY-  WI/MONROE
 DJ4500  COUNTRY     -  US
 DJ4500  USGS QUAD   -  SHAMROCK (2018)
 DJ4500
 DJ4500                         *CURRENT SURVEY CONTROL
 DJ4500  ______________________________________________________________________
 DJ4500* NAD 83(1986) POSITION- 44 09 14.3    (N) 090 49 03.2    (W)   HD_HELD2
 DJ4500* NAVD 88 ORTHO HEIGHT -   278.938 (meters)      915.15  (feet) ADJUSTED
 DJ4500  ______________________________________________________________________
 DJ4500  GEOID HEIGHT    -        -33.118 (meters)                     GEOID18
 DJ4500  DYNAMIC HEIGHT  -        278.888 (meters)      914.99  (feet) COMP
 DJ4500  MODELED GRAVITY -    980,432.0   (mgal)                       NAVD 88
 DJ4500
 DJ4500  VERT ORDER      -  SECOND    CLASS I
 DJ4500
 DJ4500.The horizontal coordinates were established by autonomous hand held GPS
 DJ4500.observations and have an estimated accuracy of +/- 10 meters.
 DJ4500
 DJ4500.The orthometric height was determined by differential leveling and
 DJ4500.adjusted by the WI DEPT OF TRANSP
 DJ4500.in May 2012.
 DJ4500
 DJ4500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4500.GEOID18 height accuracy estimate available here.
 DJ4500
 DJ4500.Click photographs - Photos may exist for this station.
 DJ4500
 DJ4500.The dynamic height is computed by dividing the NAVD 88
 DJ4500.geopotential number by the normal gravity value computed on the
 DJ4500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4500.degrees latitude (g = 980.6199 gals.).
 DJ4500
 DJ4500.The modeled gravity was interpolated from observed gravity values.
 DJ4500
 DJ4500;                    North         East    Units  Estimated Accuracy
 DJ4500;SPC WI S     -   239,616.      534,597.      MT  (+/- 10 meters HH2 GPS)
 DJ4500
 DJ4500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7452391290(NAD 83)
 DJ4500
 DJ4500                          SUPERSEDED SURVEY CONTROL
 DJ4500
 DJ4500  NAVD 88 (07/08/08)  278.926  (m)          915.11   (f) SUPERSEDED  2 1
 DJ4500
 DJ4500.Superseded values are not recommended for survey control.
 DJ4500
 DJ4500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4500.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4500
 DJ4500_MARKER: DD = SURVEY DISK
 DJ4500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4500_STAMPING: 4S06 2005
 DJ4500_MARK LOGO: WIDT
 DJ4500_PROJECTION: FLUSH
 DJ4500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4500+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 DJ4500
 DJ4500  HISTORY     - Date     Condition        Report By
 DJ4500  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4500  HISTORY     - 20060822 GOOD             WIDT
 DJ4500  HISTORY     - 20100830 GOOD             WIDT
 DJ4500
 DJ4500                          STATION DESCRIPTION
 DJ4500
 DJ4500'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4500'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DJ4500'HIGHWAY O AND COUNTY HIGHWAY S TO THE EAST AND MURPHY ROAD TO THE WEST
 DJ4500'ABOUT 9 MI (14.5 KM) SOUTH OF THE CITY OF BLACK RIVER FALLS, GO SOUTH
 DJ4500'ON STATE HIGHWAY 27 FOR 1.3 MI (2.1 KM) TO ALMOND AVENUE ON THE RIGHT
 DJ4500'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4500'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4500'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4500'LOCATED IN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4500'THE STATION IS 11.8 M (38.7 FT) WEST OF THE CENTERLINE OF STATE
 DJ4500'HIGHWAY 27, 26 M (85.3 FT) SOUTH OF THE CENTER OF ALMOND AVENUE, 1 M
 DJ4500'(3.3 FT) EAST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) WEST,
 DJ4500'NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4500'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4500'THAN 15 DECREES ABOVE THE HORIZON.
 DJ4500
 DJ4500                          STATION RECOVERY (2010)
 DJ4500
 DJ4500'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4498 ***********************************************************************
 DJ4498  DESIGNATION -  4S07
 DJ4498  PID         -  DJ4498
 DJ4498  STATE/COUNTY-  WI/JACKSON
 DJ4498  COUNTRY     -  US
 DJ4498  USGS QUAD   -  SHAMROCK (2018)
 DJ4498
 DJ4498                         *CURRENT SURVEY CONTROL
 DJ4498  ______________________________________________________________________
 DJ4498* NAD 83(1986) POSITION- 44 11 51.3    (N) 090 49 58.9    (W)   HD_HELD2
 DJ4498* NAVD 88 ORTHO HEIGHT -   239.327 (meters)      785.19  (feet) ADJUSTED
 DJ4498  ______________________________________________________________________
 DJ4498  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 DJ4498  DYNAMIC HEIGHT  -        239.283 (meters)      785.05  (feet) COMP
 DJ4498  MODELED GRAVITY -    980,430.1   (mgal)                       NAVD 88
 DJ4498
 DJ4498  VERT ORDER      -  SECOND    CLASS I
 DJ4498
 DJ4498.The horizontal coordinates were established by autonomous hand held GPS
 DJ4498.observations and have an estimated accuracy of +/- 10 meters.
 DJ4498
 DJ4498.The orthometric height was determined by differential leveling and
 DJ4498.adjusted by the WI DEPT OF TRANSP
 DJ4498.in May 2012.
 DJ4498
 DJ4498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4498.GEOID18 height accuracy estimate available here.
 DJ4498
 DJ4498.Click photographs - Photos may exist for this station.
 DJ4498
 DJ4498.The dynamic height is computed by dividing the NAVD 88
 DJ4498.geopotential number by the normal gravity value computed on the
 DJ4498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4498.degrees latitude (g = 980.6199 gals.).
 DJ4498
 DJ4498.The modeled gravity was interpolated from observed gravity values.
 DJ4498
 DJ4498;                    North         East    Units  Estimated Accuracy
 DJ4498;SPC WI C     -    40,817.      533,409.      MT  (+/- 10 meters HH2 GPS)
 DJ4498
 DJ4498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7315896101(NAD 83)
 DJ4498
 DJ4498                          SUPERSEDED SURVEY CONTROL
 DJ4498
 DJ4498  NAVD 88 (07/08/08)  239.315  (m)          785.15   (f) SUPERSEDED  2 1
 DJ4498
 DJ4498.Superseded values are not recommended for survey control.
 DJ4498
 DJ4498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4498.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4498
 DJ4498_MARKER: DD = SURVEY DISK
 DJ4498_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4498_SP_SET: BRIDGE ABUTMENT
 DJ4498_STAMPING: 4S07 2005
 DJ4498_MARK LOGO: WIDT
 DJ4498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4498+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2011
 DJ4498
 DJ4498  HISTORY     - Date     Condition        Report By
 DJ4498  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4498  HISTORY     - 20060905 GOOD             WIDT
 DJ4498  HISTORY     - 20110907 GOOD             WIDT
 DJ4498
 DJ4498                          STATION DESCRIPTION
 DJ4498
 DJ4498'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4498'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DJ4498'HIGHWAY O AND COUNTY HIGHWAY S TO THE EAST AND MURPHY ROAD TO THE WEST
 DJ4498'ABOUT 9 MI (14.5 KM) SOUTH OF THE CITY OF BLACK RIVER FALLS, GO NORTH
 DJ4498'ON STATE HIGHWAY 27 FOR 1.8 MI (2.9 KM) TO A BRIDGE OVER ROBINSON
 DJ4498'CREEK AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DJ4498'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4498'IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE
 DJ4498'--B-27-3-91--, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT, 6.0 M (19.7 FT)
 DJ4498'WEST OF THE CENTERLINE OF STATE HIGHWAY 27.  ---NOTE---NO WITNESS POST
 DJ4498'SET WITH THE STATION.
 DJ4498
 DJ4498                          STATION RECOVERY (2011)
 DJ4498
 DJ4498'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4498'NOTE   STATION IS .6 M (2 FT) WEST OF A WITNESS PLAQUE SET ON A WOOD
 DJ4498'GUARDRAIL POST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4497 ***********************************************************************
 DJ4497  DESIGNATION -  4S46
 DJ4497  PID         -  DJ4497
 DJ4497  STATE/COUNTY-  WI/JACKSON
 DJ4497  COUNTRY     -  US
 DJ4497  USGS QUAD   -  BLACK RIVER FALLS (2018)
 DJ4497
 DJ4497                         *CURRENT SURVEY CONTROL
 DJ4497  ______________________________________________________________________
 DJ4497* NAD 83(1986) POSITION- 44 16 13.1    (N) 090 50 33.8    (W)   HD_HELD2
 DJ4497* NAVD 88 ORTHO HEIGHT -   254.302 (meters)      834.32  (feet) ADJUSTED
 DJ4497  ______________________________________________________________________
 DJ4497  GEOID HEIGHT    -        -32.991 (meters)                     GEOID18
 DJ4497  DYNAMIC HEIGHT  -        254.260 (meters)      834.18  (feet) COMP
 DJ4497  MODELED GRAVITY -    980,446.2   (mgal)                       NAVD 88
 DJ4497
 DJ4497  VERT ORDER      -  SECOND    CLASS I
 DJ4497
 DJ4497.The horizontal coordinates were established by autonomous hand held GPS
 DJ4497.observations and have an estimated accuracy of +/- 10 meters.
 DJ4497
 DJ4497.The orthometric height was determined by differential leveling and
 DJ4497.adjusted by the WI DEPT OF TRANSP
 DJ4497.in May 2012.
 DJ4497
 DJ4497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4497.GEOID18 height accuracy estimate available here.
 DJ4497
 DJ4497.Click photographs - Photos may exist for this station.
 DJ4497
 DJ4497.The dynamic height is computed by dividing the NAVD 88
 DJ4497.geopotential number by the normal gravity value computed on the
 DJ4497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4497.degrees latitude (g = 980.6199 gals.).
 DJ4497
 DJ4497.The modeled gravity was interpolated from observed gravity values.
 DJ4497
 DJ4497;                    North         East    Units  Estimated Accuracy
 DJ4497;SPC WI C     -    48,905.      532,718.      MT  (+/- 10 meters HH2 GPS)
 DJ4497
 DJ4497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7217104158(NAD 83)
 DJ4497
 DJ4497                          SUPERSEDED SURVEY CONTROL
 DJ4497
 DJ4497  NAVD 88 (07/08/08)  254.290  (m)          834.28   (f) SUPERSEDED  2 1
 DJ4497
 DJ4497.Superseded values are not recommended for survey control.
 DJ4497
 DJ4497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4497.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4497
 DJ4497_MARKER: DD = SURVEY DISK
 DJ4497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4497_STAMPING: 4S46 2005
 DJ4497_MARK LOGO: WIDT
 DJ4497_PROJECTION: FLUSH
 DJ4497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4497+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2011
 DJ4497
 DJ4497  HISTORY     - Date     Condition        Report By
 DJ4497  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4497  HISTORY     - 20060906 GOOD             WIDT
 DJ4497  HISTORY     - 20101013 GOOD             WOOLPT
 DJ4497  HISTORY     - 20101016 GOOD             WOOLPT
 DJ4497  HISTORY     - 20110907 GOOD             WIDT
 DJ4497
 DJ4497                          STATION DESCRIPTION
 DJ4497
 DJ4497'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4497'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 EAST (EAST
 DJ4497'SECOND STREET) WITH US HIGHWAY 12 WEST (TO THE NORTH) AND STATE
 DJ4497'HIGHWAY 27 (GEBHARDT ROAD) IN THE CITY OF BLACK RIVER FALLS, GO SOUTH
 DJ4497'ON STATE HIGHWAY 27 (GEBHARDT ROAD) FOR 1.15 MI (1.9 KM) TO CLINTON
 DJ4497'ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4497'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4497'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4497'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4497'THE HIGHWAY PAVEMENT.  THE STATION IS 23.3 M (76.4 FT) WEST OF THE
 DJ4497'CENTERLINE OF STATE HIGHWAY 27, 49.4 M (162.1 FT) NORTH OF THE
 DJ4497'CENTERLINE OF CLINTON ROAD, 14.4 M (47.2 FT) SOUTHEAST OF A POWER
 DJ4497'POLE, 10 M (32.8 FT) EAST OF THE NORTH END OF A --FEDERATION
 DJ4497'COOPERATIVE BULK PLANT-- BILLBOARD SIGN, AND 1.0 M (3.3 FT) WEST,
 DJ4497'NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4497'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4497'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR HIGH VOLTAGE POWER LINES
 DJ4497'TO THE EAST EXTENDING TO 25 DEGREES AND POWER LINES TO THE WEST
 DJ4497'EXTENDING TO BETWEEN 30 TO 35 DEGREES ABOVE THE HORIZON.
 DJ4497
 DJ4497                          STATION RECOVERY (2010)
 DJ4497
 DJ4497'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 DJ4497'THE MARK IS A LOCAL PROJECT CONTROL POINT (PPCP) FOR BLACK RIVER FALLS
 DJ4497'LEVEE PROJECT AND THE LOCAL REFERENCE POINT FOR RIVER GAUGE 053813595.
 DJ4497'
 DJ4497'THE MARK IS 134.28 FEET ABOVE ZERO GAGE REFERENCE POINT AT BLACK RIVER
 DJ4497'AT BLACK RIVER FALLS, WI.
 DJ4497'
 DJ4497'THE MARK IS 0.15 FEET BELOW NGVD88 AT BLACK RIVER AT BLACK RIVER
 DJ4497'FALLS, WI.
 DJ4497'
 DJ4497'THE MARK IS 66.98 FEET ABOVE BM 7, CHISLED CROSS ON DOWNSTREAM
 DJ4497'LANDWARD BOLT OF GUARDRAIL PLATE AT RIGHT DOWNSTREAM END OF HWY 54
 DJ4497'BRIDGE OVER BLACK RIVER ABOUT 500 FT UPSTREAM OF GAGE.
 DJ4497'
 DJ4497'THE MARK IS 70.35 FEET ABOVE BM 8, BRONZE TABLET SET IN CONCRETE 15 FT
 DJ4497'SOUTHWEST FROM THE BACK RIGHT CORNER OF THE GAGE HOUSE.
 DJ4497
 DJ4497                          STATION RECOVERY (2010)
 DJ4497
 DJ4497'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JKW)
 DJ4497'RECOVERED IN GOOD CONDITION.
 DJ4497
 DJ4497                          STATION RECOVERY (2011)
 DJ4497
 DJ4497'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4496 ***********************************************************************
 DJ4496  DESIGNATION -  4S47
 DJ4496  PID         -  DJ4496
 DJ4496  STATE/COUNTY-  WI/JACKSON
 DJ4496  COUNTRY     -  US
 DJ4496  USGS QUAD   -  BLACK RIVER FALLS (2018)
 DJ4496
 DJ4496                         *CURRENT SURVEY CONTROL
 DJ4496  ______________________________________________________________________
 DJ4496* NAD 83(1986) POSITION- 44 18 35.1    (N) 090 50 32.7    (W)   HD_HELD2
 DJ4496* NAVD 88 ORTHO HEIGHT -   263.654 (meters)      865.00  (feet) ADJUSTED
 DJ4496  ______________________________________________________________________
 DJ4496  GEOID HEIGHT    -        -32.925 (meters)                     GEOID18
 DJ4496  DYNAMIC HEIGHT  -        263.612 (meters)      864.87  (feet) COMP
 DJ4496  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 DJ4496
 DJ4496  VERT ORDER      -  SECOND    CLASS I
 DJ4496
 DJ4496.The horizontal coordinates were established by autonomous hand held GPS
 DJ4496.observations and have an estimated accuracy of +/- 10 meters.
 DJ4496
 DJ4496.The orthometric height was determined by differential leveling and
 DJ4496.adjusted by the WI DEPT OF TRANSP
 DJ4496.in May 2012.
 DJ4496
 DJ4496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4496.GEOID18 height accuracy estimate available here.
 DJ4496
 DJ4496.Click photographs - Photos may exist for this station.
 DJ4496
 DJ4496.The dynamic height is computed by dividing the NAVD 88
 DJ4496.geopotential number by the normal gravity value computed on the
 DJ4496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4496.degrees latitude (g = 980.6199 gals.).
 DJ4496
 DJ4496.The modeled gravity was interpolated from observed gravity values.
 DJ4496
 DJ4496;                    North         East    Units  Estimated Accuracy
 DJ4496;SPC WI C     -    53,287.      532,787.      MT  (+/- 10 meters HH2 GPS)
 DJ4496
 DJ4496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7208008540(NAD 83)
 DJ4496
 DJ4496                          SUPERSEDED SURVEY CONTROL
 DJ4496
 DJ4496  NAVD 88 (07/08/08)  263.641  (m)          864.96   (f) SUPERSEDED  2 1
 DJ4496
 DJ4496.Superseded values are not recommended for survey control.
 DJ4496
 DJ4496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4496.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4496
 DJ4496_MARKER: DD = SURVEY DISK
 DJ4496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ4496_SP_SET: PARAPET
 DJ4496_STAMPING: 4S47 2005
 DJ4496_MARK LOGO: WIDT
 DJ4496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4496+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2011
 DJ4496
 DJ4496  HISTORY     - Date     Condition        Report By
 DJ4496  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4496  HISTORY     - 20060425 GOOD             WIDT
 DJ4496  HISTORY     - 20101013 GOOD             WOOLPT
 DJ4496  HISTORY     - 20101016 GOOD             WOOLPT
 DJ4496  HISTORY     - 20110908 GOOD             WIDT
 DJ4496
 DJ4496                          STATION DESCRIPTION
 DJ4496
 DJ4496'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4496'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4496'US HIGHWAY 12 AND STATE HIGHWAY 27 (EXIT 115) ON THE NORTH SIDE OF THE
 DJ4496'CITY OF BLACK RIVER FALLS.  THE STATION IS A BRONZE WISCONSIN
 DJ4496'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4496'IN THE TOP OF THE WEST PARAPET WALL OF THE NORTH ABUTMENT OF THE
 DJ4496'SOUTHBOUND US HIGHWAY 12 EAST AND STATE HIGHWAY 27 BRIDGE
 DJ4496'--B-27-34-67--, ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT, 5.1 M
 DJ4496'(16.7 FT) WEST-NORTHWEST OF THE CENTERLINE OF SOUTHBOUND US HIGHWAY 12
 DJ4496'EAST AND STATE HIGHWAY 27.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4496'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4496
 DJ4496                          STATION RECOVERY (2010)
 DJ4496
 DJ4496'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 DJ4496'THE MARK IS A LOCAL PROJECT CONTROL POINT (PPCP) FOR BLACK RIVER FALLS
 DJ4496'LEVEE PROJECT AND THE LOCAL REFERENCE POINT FOR RIVER GAUGE 053813595.
 DJ4496'
 DJ4496'THE MARK IS 164.96 FEET ABOVE ZERO GAGE REFERENCE POINT AT BLACK RIVER
 DJ4496'AT BLACK RIVER FALLS, WI.
 DJ4496'
 DJ4496'THE MARK IS 0.15 FEET BELOW NGVD88 AT BLACK RIVER AT BLACK RIVER
 DJ4496'FALLS, WI.
 DJ4496'
 DJ4496'THE MARK IS 97.66 FEET ABOVE BM 7, CHISLED CROSS ON DOWNSTREAM
 DJ4496'LANDWARD BOLT OF GUARDRAIL PLATE AT RIGHT DOWNSTREAM END OF HWY 54
 DJ4496'BRIDGE OVER BLACK RIVER ABOUT 500 FT UPSTREAM OF GAGE.
 DJ4496'
 DJ4496'THE MARK IS 101.03 FEET ABOVE BM 8, BRONZE TABLET SET IN CONCRETE 15
 DJ4496'FT SOUTHWEST FROM THE BACK RIGHT CORNER OF THE GAGE HOUSE.
 DJ4496
 DJ4496                          STATION RECOVERY (2010)
 DJ4496
 DJ4496'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JKW)
 DJ4496'RECOVERED IN GOOD CONDITION.
 DJ4496
 DJ4496                          STATION RECOVERY (2011)
 DJ4496
 DJ4496'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4496'NOTE   STATION IS 1 M (3.3 FT) SOUTH OF A WITNESS PLAQUE SET ON A WOOD
 DJ4496'GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4495 ***********************************************************************
 DJ4495  DESIGNATION -  4S48
 DJ4495  PID         -  DJ4495
 DJ4495  STATE/COUNTY-  WI/JACKSON
 DJ4495  COUNTRY     -  US
 DJ4495  USGS QUAD   -  BLACK RIVER FALLS (2018)
 DJ4495
 DJ4495                         *CURRENT SURVEY CONTROL
 DJ4495  ______________________________________________________________________
 DJ4495* NAD 83(1986) POSITION- 44 20 21.10   (N) 090 49 32.28   (W)   HD_HELD1
 DJ4495* NAVD 88 ORTHO HEIGHT -   261.998 (meters)      859.57  (feet) ADJUSTED
 DJ4495  ______________________________________________________________________
 DJ4495  GEOID HEIGHT    -        -32.930 (meters)                     GEOID18
 DJ4495  DYNAMIC HEIGHT  -        261.956 (meters)      859.43  (feet) COMP
 DJ4495  MODELED GRAVITY -    980,451.8   (mgal)                       NAVD 88
 DJ4495
 DJ4495  VERT ORDER      -  SECOND    CLASS I
 DJ4495
 DJ4495.The horizontal coordinates were determined by differentially corrected
 DJ4495.hand held GPS observations or other comparable positioning techniques
 DJ4495.and have an estimated accuracy of +/- 3 meters.
 DJ4495
 DJ4495.The orthometric height was determined by differential leveling and
 DJ4495.adjusted by the WI DEPT OF TRANSP
 DJ4495.in May 2012.
 DJ4495
 DJ4495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4495.GEOID18 height accuracy estimate available here.
 DJ4495
 DJ4495.Click photographs - Photos may exist for this station.
 DJ4495
 DJ4495.The dynamic height is computed by dividing the NAVD 88
 DJ4495.geopotential number by the normal gravity value computed on the
 DJ4495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4495.degrees latitude (g = 980.6199 gals.).
 DJ4495
 DJ4495.The modeled gravity was interpolated from observed gravity values.
 DJ4495
 DJ4495;                    North         East    Units  Estimated Accuracy
 DJ4495;SPC WI C     -    56,545.1     534,159.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4495
 DJ4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7333211846(NAD 83)
 DJ4495
 DJ4495                          SUPERSEDED SURVEY CONTROL
 DJ4495
 DJ4495  NAVD 88 (07/08/08)  261.984  (m)          859.53   (f) SUPERSEDED  2 1
 DJ4495
 DJ4495.Superseded values are not recommended for survey control.
 DJ4495
 DJ4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4495.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4495
 DJ4495_MARKER: DD = SURVEY DISK
 DJ4495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4495_STAMPING: 4S48 2005
 DJ4495_MARK LOGO: WIDT
 DJ4495_PROJECTION: FLUSH
 DJ4495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4495+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2011
 DJ4495
 DJ4495  HISTORY     - Date     Condition        Report By
 DJ4495  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4495  HISTORY     - 20060426 GOOD             WIDT
 DJ4495  HISTORY     - 20110912 GOOD             WIDT
 DJ4495
 DJ4495                          STATION DESCRIPTION
 DJ4495
 DJ4495'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4495'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4495'US HIGHWAY 12 AND STATE HIGHWAY 27 (EXIT 115) ON THE NORTH SIDE OF THE
 DJ4495'CITY OF BLACK RIVER FALLS, GO NORTH ON US HIGHWAY 12 AND US HIGHWAY 27
 DJ4495'FOR 2.2 MI (3.5 KM) TO COUNTY HIGHWAY E ON THE RIGHT AND THE STATION
 DJ4495'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4495'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4495'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4495'THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4495'STATION IS 17.1 M (56.1 FT) EAST OF THE CENTERLINE OF US HIGHWAY 12
 DJ4495'AND STATE HIGHWAY 27, 19.7 M (64.6 FT) NORTH OF THE CENTERLINE OF
 DJ4495'COUNTY HIGHWAY EAST, 65 M (213.3 FT) SOUTH OF A TELEPHONE PEDESTAL
 DJ4495'--4503--, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF A WHITE PLASTIC
 DJ4495'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4495'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO
 DJ4495'THE NORTHEAST OF THE STATION THAT EXTEND TO 40 DEGREES ABOVE THE
 DJ4495'HORIZON.
 DJ4495
 DJ4495                          STATION RECOVERY (2011)
 DJ4495
 DJ4495'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4494 ***********************************************************************
 DJ4494  DESIGNATION -  4S49
 DJ4494  PID         -  DJ4494
 DJ4494  STATE/COUNTY-  WI/JACKSON
 DJ4494  COUNTRY     -  US
 DJ4494  USGS QUAD   -  BLACK RIVER FALLS (2018)
 DJ4494
 DJ4494                         *CURRENT SURVEY CONTROL
 DJ4494  ______________________________________________________________________
 DJ4494* NAD 83(1986) POSITION- 44 21 55.9    (N) 090 49 16.8    (W)   HD_HELD2
 DJ4494* NAVD 88 ORTHO HEIGHT -   287.923 (meters)      944.63  (feet) ADJUSTED
 DJ4494  ______________________________________________________________________
 DJ4494  GEOID HEIGHT    -        -32.892 (meters)                     GEOID18
 DJ4494  DYNAMIC HEIGHT  -        287.877 (meters)      944.48  (feet) COMP
 DJ4494  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 DJ4494
 DJ4494  VERT ORDER      -  SECOND    CLASS I
 DJ4494
 DJ4494.The horizontal coordinates were established by autonomous hand held GPS
 DJ4494.observations and have an estimated accuracy of +/- 10 meters.
 DJ4494
 DJ4494.The orthometric height was determined by differential leveling and
 DJ4494.adjusted by the WI DEPT OF TRANSP
 DJ4494.in May 2012.
 DJ4494
 DJ4494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4494.GEOID18 height accuracy estimate available here.
 DJ4494
 DJ4494.Click photographs - Photos may exist for this station.
 DJ4494
 DJ4494.The dynamic height is computed by dividing the NAVD 88
 DJ4494.geopotential number by the normal gravity value computed on the
 DJ4494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4494.degrees latitude (g = 980.6199 gals.).
 DJ4494
 DJ4494.The modeled gravity was interpolated from observed gravity values.
 DJ4494
 DJ4494;                    North         East    Units  Estimated Accuracy
 DJ4494;SPC WI C     -    59,468.      534,532.      MT  (+/- 10 meters HH2 GPS)
 DJ4494
 DJ4494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7359714780(NAD 83)
 DJ4494
 DJ4494                          SUPERSEDED SURVEY CONTROL
 DJ4494
 DJ4494  NAVD 88 (07/08/08)  287.909  (m)          944.58   (f) SUPERSEDED  2 1
 DJ4494
 DJ4494.Superseded values are not recommended for survey control.
 DJ4494
 DJ4494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4494.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4494
 DJ4494_MARKER: DD = SURVEY DISK
 DJ4494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4494_STAMPING: 4S49 2005
 DJ4494_MARK LOGO: WIDT
 DJ4494_PROJECTION: FLUSH
 DJ4494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4494+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2011
 DJ4494
 DJ4494  HISTORY     - Date     Condition        Report By
 DJ4494  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4494  HISTORY     - 20060427 GOOD             WIDT
 DJ4494  HISTORY     - 20110912 GOOD             WIDT
 DJ4494
 DJ4494                          STATION DESCRIPTION
 DJ4494
 DJ4494'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4494'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4494'US HIGHWAY 12 AND STATE HIGHWAY 27 (EXIT 115) ON THE NORTH SIDE OF THE
 DJ4494'CITY OF BLACK RIVER FALLS, GO NORTH ON US HIGHWAY 12 AND STATE HIGHWAY
 DJ4494'27 FOR 3.9 MI (6.3 KM) TO KENNY ROAD ON THE LEFT, CONTINUE NORTH ON US
 DJ4494'HIGHWAY 12 AND STATE HIGHWAY 27 FOR 0.15 MI (0.2 KM) TO THE STATION ON
 DJ4494'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4494'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4494'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4494'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4494'IS 14.5 M (47.6 FT) WEST OF THE CENTERLINE OF US HIGHWAY 12 AND STATE
 DJ4494'HIGHWAY 27, 67 M (219.8 FT) NORTH-NORTHWEST OF A WOOD POST FOR A --NO
 DJ4494'PASSING ZONE-- SIGN, 27.7 M (90.9 FT) WEST OF A POWER POLE --30--, 1.0
 DJ4494'M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST, 0.9 M (3.0 FT)
 DJ4494'SOUTHEAST OF A METAL POST FOR A --CAUTION TELEPHONE CABLE
 DJ4494'UNDERGROUND-- SIGN, 0.7 M (2.3 FT) EAST OF A YELLOW 4X4 PLASTIC
 DJ4494'RIGHT-OF-WAY POST, AND 0.7 M (2.3 FT) WEST OF A WHITE PLASTIC WITNESS
 DJ4494'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4494'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4494
 DJ4494                          STATION RECOVERY (2011)
 DJ4494
 DJ4494'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4492 ***********************************************************************
 DJ4492  DESIGNATION -  4S51
 DJ4492  PID         -  DJ4492
 DJ4492  STATE/COUNTY-  WI/JACKSON
 DJ4492  COUNTRY     -  US
 DJ4492  USGS QUAD   -  MERRILLAN (2018)
 DJ4492
 DJ4492                         *CURRENT SURVEY CONTROL
 DJ4492  ______________________________________________________________________
 DJ4492* NAD 83(1986) POSITION- 44 24 11.4    (N) 090 49 21.2    (W)   HD_HELD2
 DJ4492* NAVD 88 ORTHO HEIGHT -   277.650 (meters)      910.92  (feet) ADJUSTED
 DJ4492  ______________________________________________________________________
 DJ4492  GEOID HEIGHT    -        -32.815 (meters)                     GEOID18
 DJ4492  DYNAMIC HEIGHT  -        277.607 (meters)      910.78  (feet) COMP
 DJ4492  MODELED GRAVITY -    980,455.4   (mgal)                       NAVD 88
 DJ4492
 DJ4492  VERT ORDER      -  SECOND    CLASS I
 DJ4492
 DJ4492.The horizontal coordinates were established by autonomous hand held GPS
 DJ4492.observations and have an estimated accuracy of +/- 10 meters.
 DJ4492
 DJ4492.The orthometric height was determined by differential leveling and
 DJ4492.adjusted by the WI DEPT OF TRANSP
 DJ4492.in May 2012.
 DJ4492
 DJ4492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4492.GEOID18 height accuracy estimate available here.
 DJ4492
 DJ4492.Click photographs - Photos may exist for this station.
 DJ4492
 DJ4492.The dynamic height is computed by dividing the NAVD 88
 DJ4492.geopotential number by the normal gravity value computed on the
 DJ4492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4492.degrees latitude (g = 980.6199 gals.).
 DJ4492
 DJ4492.The modeled gravity was interpolated from observed gravity values.
 DJ4492
 DJ4492;                    North         East    Units  Estimated Accuracy
 DJ4492;SPC WI C     -    63,651.      534,477.      MT  (+/- 10 meters HH2 GPS)
 DJ4492
 DJ4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7338918959(NAD 83)
 DJ4492
 DJ4492                          SUPERSEDED SURVEY CONTROL
 DJ4492
 DJ4492  NAVD 88 (07/08/08)  277.636  (m)          910.88   (f) SUPERSEDED  2 1
 DJ4492
 DJ4492.Superseded values are not recommended for survey control.
 DJ4492
 DJ4492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4492.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4492
 DJ4492_MARKER: DD = SURVEY DISK
 DJ4492_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ4492_SP_SET: WINGWALL
 DJ4492_STAMPING: 4S51 2005
 DJ4492_MARK LOGO: WIDT
 DJ4492_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4492+STABILITY: SURFACE MOTION
 DJ4492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4492+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2011
 DJ4492
 DJ4492  HISTORY     - Date     Condition        Report By
 DJ4492  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4492  HISTORY     - 20060427 GOOD             WIDT
 DJ4492  HISTORY     - 20110912 GOOD             WIDT
 DJ4492
 DJ4492                          STATION DESCRIPTION
 DJ4492
 DJ4492'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4492'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4492'US HIGHWAY 12 AND STATE HIGHWAY 27 (EXIT 115) ON THE NORTH SIDE OF THE
 DJ4492'CITY OF BLACK RIVER FALLS, GO NORTH ON US HIGHWAY 12 AND STATE HIGHWAY
 DJ4492'27 FOR 6.0 MI (9.7 KM) TO CAROL ROAD, CONTINUE NORTH ON US HIGHWAY 12
 DJ4492'FOR 0.8 MI (1.3 KM) TO A BOX CULVERT FOR A SMALL CREEK AND THE STATION
 DJ4492'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4492'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4492'THE NORTH WING WALL OF THE WEST END OF THE BOX CULVERT, ABOUT 2 M (6.6
 DJ4492'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.1 M (33.1 FT) WEST
 DJ4492'OF THE CENTERLINE OF US HIGHWAY 12 AND 0.2 M (0.7 FT) SOUTH OF A WHITE
 DJ4492'PLASTIC WITNESS POST.
 DJ4492
 DJ4492                          STATION RECOVERY (2011)
 DJ4492
 DJ4492'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4489 ***********************************************************************
 DJ4489  DESIGNATION -  4S52
 DJ4489  PID         -  DJ4489
 DJ4489  STATE/COUNTY-  WI/JACKSON
 DJ4489  COUNTRY     -  US
 DJ4489  USGS QUAD   -  MERRILLAN (2018)
 DJ4489
 DJ4489                         *CURRENT SURVEY CONTROL
 DJ4489  ______________________________________________________________________
 DJ4489* NAD 83(1986) POSITION- 44 29 02.2    (N) 090 51 46.7    (W)   HD_HELD2
 DJ4489* NAVD 88 ORTHO HEIGHT -   296.853 (meters)      973.93  (feet) ADJUSTED
 DJ4489  ______________________________________________________________________
 DJ4489  GEOID HEIGHT    -        -32.586 (meters)                     GEOID18
 DJ4489  DYNAMIC HEIGHT  -        296.809 (meters)      973.78  (feet) COMP
 DJ4489  MODELED GRAVITY -    980,462.1   (mgal)                       NAVD 88
 DJ4489
 DJ4489  VERT ORDER      -  SECOND    CLASS I
 DJ4489
 DJ4489.The horizontal coordinates were established by autonomous hand held GPS
 DJ4489.observations and have an estimated accuracy of +/- 10 meters.
 DJ4489
 DJ4489.The orthometric height was determined by differential leveling and
 DJ4489.adjusted by the WI DEPT OF TRANSP
 DJ4489.in May 2012.
 DJ4489
 DJ4489.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4489.GEOID18 height accuracy estimate available here.
 DJ4489
 DJ4489.Click photographs - Photos may exist for this station.
 DJ4489
 DJ4489.The dynamic height is computed by dividing the NAVD 88
 DJ4489.geopotential number by the normal gravity value computed on the
 DJ4489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4489.degrees latitude (g = 980.6199 gals.).
 DJ4489
 DJ4489.The modeled gravity was interpolated from observed gravity values.
 DJ4489
 DJ4489;                    North         East    Units  Estimated Accuracy
 DJ4489;SPC WI C     -    72,659.      531,353.      MT  (+/- 10 meters HH2 GPS)
 DJ4489
 DJ4489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6993627846(NAD 83)
 DJ4489
 DJ4489                          SUPERSEDED SURVEY CONTROL
 DJ4489
 DJ4489  NAVD 88 (07/08/08)  296.839  (m)          973.88   (f) SUPERSEDED  2 1
 DJ4489
 DJ4489.Superseded values are not recommended for survey control.
 DJ4489
 DJ4489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4489.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4489
 DJ4489_MARKER: DD = SURVEY DISK
 DJ4489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4489_STAMPING: 4S52 2005
 DJ4489_MARK LOGO: WIDT
 DJ4489_PROJECTION: FLUSH
 DJ4489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4489+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2011
 DJ4489
 DJ4489  HISTORY     - Date     Condition        Report By
 DJ4489  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4489  HISTORY     - 20060426 GOOD             WIDT
 DJ4489  HISTORY     - 20110912 GOOD             WIDT
 DJ4489
 DJ4489                          STATION DESCRIPTION
 DJ4489
 DJ4489'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4489'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 DJ4489'HIGHWAY 27 (WASHINGTON STREET) WITH STATE HIGHWAY 95 (PEARL STREET) IN
 DJ4489'THE VILLAGE OF MERRILLAN, GO NORTH ON US HIGHWAY 12 AND STATE HIGHWAY
 DJ4489'27 (WASHINGTON STREET) FOR 2.45 MI (3.9 KM) TO DUNLOP ROAD ON THE LEFT
 DJ4489'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DJ4489'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4489'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4489'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4489'THE STATION IS 15.8 M (51.8 FT) WEST-SOUTHWEST OF THE CENTERLINE OF US
 DJ4489'HIGHWAY 12 AND STATE HIGHWAY 27, 10.5 M (34.4 FT) NORTH OF THE
 DJ4489'CENTERLINE OF DUNLAP ROAD, 4.0 M (13.1 FT) WEST-SOUTHWEST OF A 120-CM
 DJ4489'(47 INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, AND 1.0 M (3.3 FT)
 DJ4489'NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4489'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4489'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4489
 DJ4489                          STATION RECOVERY (2011)
 DJ4489
 DJ4489'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4903 ***********************************************************************
 DJ4903  DESIGNATION -  4S53
 DJ4903  PID         -  DJ4903
 DJ4903  STATE/COUNTY-  WI/JACKSON
 DJ4903  COUNTRY     -  US
 DJ4903  USGS QUAD   -  FAIRCHILD (2018)
 DJ4903
 DJ4903                         *CURRENT SURVEY CONTROL
 DJ4903  ______________________________________________________________________
 DJ4903* NAD 83(1986) POSITION- 44 30 26.4    (N) 090 52 40.0    (W)   HD_HELD2
 DJ4903* NAVD 88 ORTHO HEIGHT -   300.369 (meters)      985.46  (feet) ADJUSTED
 DJ4903  ______________________________________________________________________
 DJ4903  GEOID HEIGHT    -        -32.519 (meters)                     GEOID18
 DJ4903  DYNAMIC HEIGHT  -        300.324 (meters)      985.31  (feet) COMP
 DJ4903  MODELED GRAVITY -    980,458.9   (mgal)                       NAVD 88
 DJ4903
 DJ4903  VERT ORDER      -  SECOND    CLASS I
 DJ4903
 DJ4903.The horizontal coordinates were established by autonomous hand held GPS
 DJ4903.observations and have an estimated accuracy of +/- 10 meters.
 DJ4903
 DJ4903.The orthometric height was determined by differential leveling and
 DJ4903.adjusted by the WI DEPT OF TRANSP
 DJ4903.in May 2012.
 DJ4903
 DJ4903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4903.GEOID18 height accuracy estimate available here.
 DJ4903
 DJ4903.Click photographs - Photos may exist for this station.
 DJ4903
 DJ4903.The dynamic height is computed by dividing the NAVD 88
 DJ4903.geopotential number by the normal gravity value computed on the
 DJ4903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4903.degrees latitude (g = 980.6199 gals.).
 DJ4903
 DJ4903.The modeled gravity was interpolated from observed gravity values.
 DJ4903
 DJ4903;                    North         East    Units  Estimated Accuracy
 DJ4903;SPC WI C     -    75,271.      530,204.      MT  (+/- 10 meters HH2 GPS)
 DJ4903
 DJ4903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6869130414(NAD 83)
 DJ4903
 DJ4903                          SUPERSEDED SURVEY CONTROL
 DJ4903
 DJ4903  NAVD 88 (07/08/08)  300.355  (m)          985.41   (f) SUPERSEDED  2 1
 DJ4903
 DJ4903.Superseded values are not recommended for survey control.
 DJ4903
 DJ4903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4903.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4903
 DJ4903_MARKER: DD = SURVEY DISK
 DJ4903_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4903_SP_SET: BOX CULVERT WINGWALL
 DJ4903_STAMPING: 4S53 2005
 DJ4903_MARK LOGO: WIDT
 DJ4903_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4903+STABILITY: SURFACE MOTION
 DJ4903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4903+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 DJ4903
 DJ4903  HISTORY     - Date     Condition        Report By
 DJ4903  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4903  HISTORY     - 20060615 GOOD             WIDT
 DJ4903  HISTORY     - 20110912 POOR             WIDT
 DJ4903
 DJ4903                          STATION DESCRIPTION
 DJ4903
 DJ4903'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4903'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 DJ4903'HIGHWAY 27 (WASHINGTON STREET) WITH STATE HIGHWAY 95 (PEARL STREET) IN
 DJ4903'THE VILLAGE OF MERRILLAN, GO NORTH ON US HIGHWAY 12 AND STATE HIGHWAY
 DJ4903'27 FOR 4.3 MI (6.9 KM) TO A BOX CULVERT OVER THE EAST FORK OF
 DJ4903'STOCKWELL (HALLS) CREEK AND THE STATION ON THE LEFT.
 DJ4903'
 DJ4903'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4903'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH WING
 DJ4903'WALL OF THE WEST END OF THE BOX CULVERT --C-27-13-62--, ABOUT 2 M (6.6
 DJ4903'FT) BELOW THE HIGHWAY PAVEMENT.
 DJ4903'
 DJ4903'THE STATION IS 11.3 M (37.1 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DJ4903'12 AND STATE HIGHWAY 27, 0.1 MI (0.2 KM) SOUTH OF COUNTY LINE ROAD,
 DJ4903'AND 0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4903
 DJ4903                          STATION RECOVERY (2011)
 DJ4903
 DJ4903'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4903'NOTE   WING WALL APPEARS TO HAVE MOVED SLIGHTLY TO THE SOUTH. STATION
 DJ4903'MAY NOT BE STABLE.
 DJ4903'
 DJ4903'NOTE 2   HORIZON OBSTRUCTED GREATER THAN 20 DEG TO THE SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8608 ***********************************************************************
 DH8608  DESIGNATION -  4T01
 DH8608  PID         -  DH8608
 DH8608  STATE/COUNTY-  WI/JUNEAU
 DH8608  COUNTRY     -  US
 DH8608  USGS QUAD   -  NEW MINER (2018)
 DH8608
 DH8608                         *CURRENT SURVEY CONTROL
 DH8608  ______________________________________________________________________
 DH8608* NAD 83(1986) POSITION- 44 08 26.34   (N) 090 05 55.30   (W)   HD_HELD1
 DH8608* NAVD 88 ORTHO HEIGHT -   283.457 (meters)      929.98  (feet) ADJUSTED
 DH8608  ______________________________________________________________________
 DH8608  GEOID HEIGHT    -        -34.996 (meters)                     GEOID18
 DH8608  DYNAMIC HEIGHT  -        283.399 (meters)      929.78  (feet) COMP
 DH8608  MODELED GRAVITY -    980,407.3   (mgal)                       NAVD 88
 DH8608
 DH8608  VERT ORDER      -  SECOND    CLASS I
 DH8608
 DH8608.The horizontal coordinates were determined by differentially corrected
 DH8608.hand held GPS observations or other comparable positioning techniques
 DH8608.and have an estimated accuracy of +/- 3 meters.
 DH8608
 DH8608.The orthometric height was determined by differential leveling and
 DH8608.adjusted by the WI DEPT OF TRANSP
 DH8608.in May 2012.
 DH8608
 DH8608.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8608.GEOID18 height accuracy estimate available here.
 DH8608
 DH8608.Click photographs - Photos may exist for this station.
 DH8608
 DH8608.The dynamic height is computed by dividing the NAVD 88
 DH8608.geopotential number by the normal gravity value computed on the
 DH8608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8608.degrees latitude (g = 980.6199 gals.).
 DH8608
 DH8608.The modeled gravity was interpolated from observed gravity values.
 DH8608
 DH8608;                    North         East    Units  Estimated Accuracy
 DH8608;SPC WI S     -   237,819.9     592,102.7     MT  (+/- 3 meters HH1 GPS) 
 DH8608
 DH8608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3206291588(NAD 83)
 DH8608
 DH8608                          SUPERSEDED SURVEY CONTROL
 DH8608
 DH8608  NAVD 88 (04/20/07)  283.441  (m)          929.92   (f) SUPERSEDED  2 1
 DH8608
 DH8608.Superseded values are not recommended for survey control.
 DH8608
 DH8608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8608.See file dsdata.pdf to determine how the superseded data were derived.
 DH8608
 DH8608_MARKER: DD = SURVEY DISK
 DH8608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8608_SP_SET: BRIDGE WINGWALL
 DH8608_STAMPING: 4T01 2004
 DH8608_MARK LOGO: WIDT
 DH8608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8608+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DH8608
 DH8608  HISTORY     - Date     Condition        Report By
 DH8608  HISTORY     - 2004     MONUMENTED       WIDT
 DH8608  HISTORY     - 20100607 GOOD             WIDT
 DH8608
 DH8608                          STATION DESCRIPTION
 DH8608
 DH8608'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8608'OWNERSHIP--TOWN OF NECEDAH.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8608'STATE HIGHWAY 80 WITH 9TH STREET WEST AND 12TH AVENUE ABOUT 8 MI
 DH8608'(12.87 KM) NORTH OF THE VILLAGE OF NECEDAH, GO EAST THEN SOUTH ON 12TH
 DH8608'AVENUE FOR 1.25 MI (2.01 KM) TO 9TH STREET EAST ON THE LEFT, TURN LEFT
 DH8608'AND GO EAST ON 9TH STREET EAST FOR 0.85 MI (1.37 KM) TO THE STATION ON
 DH8608'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8608'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DH8608'NORTHEAST WINGWALL OF A BRIDGE ABOUT LEVEL WITH THE STREET PAVEMENT.
 DH8608'THE STATION IS 4.2 M (13.8 FT) NORTH OF THE CENTERLINE OF 9TH STREET
 DH8608'EAST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 DH8608'TO BEING HEAVILY OBSTRUCTED BY TREES.
 DH8608
 DH8608                          STATION RECOVERY (2010)
 DH8608
 DH8608'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8608'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M WEST OF A
 DH8608'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4488 ***********************************************************************
 DJ4488  DESIGNATION -  4T01
 DJ4488  PID         -  DJ4488
 DJ4488  STATE/COUNTY-  WI/MONROE
 DJ4488  COUNTRY     -  US
 DJ4488  USGS QUAD   -  TUNNEL CITY (2018)
 DJ4488
 DJ4488                         *CURRENT SURVEY CONTROL
 DJ4488  ______________________________________________________________________
 DJ4488* NAD 83(1986) POSITION- 44 04 56.95   (N) 090 30 19.86   (W)   HD_HELD1
 DJ4488* NAVD 88 ORTHO HEIGHT -   302.080 (meters)      991.07  (feet) ADJUSTED
 DJ4488  ______________________________________________________________________
 DJ4488  GEOID HEIGHT    -        -33.967 (meters)                     GEOID18
 DJ4488  DYNAMIC HEIGHT  -        302.019 (meters)      990.87  (feet) COMP
 DJ4488  MODELED GRAVITY -    980,407.5   (mgal)                       NAVD 88
 DJ4488
 DJ4488  VERT ORDER      -  SECOND    CLASS I
 DJ4488
 DJ4488.The horizontal coordinates were determined by differentially corrected
 DJ4488.hand held GPS observations or other comparable positioning techniques
 DJ4488.and have an estimated accuracy of +/- 3 meters.
 DJ4488
 DJ4488.The orthometric height was determined by differential leveling and
 DJ4488.adjusted by the WI DEPT OF TRANSP
 DJ4488.in May 2012.
 DJ4488
 DJ4488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4488.GEOID18 height accuracy estimate available here.
 DJ4488
 DJ4488.Click photographs - Photos may exist for this station.
 DJ4488
 DJ4488.The dynamic height is computed by dividing the NAVD 88
 DJ4488.geopotential number by the normal gravity value computed on the
 DJ4488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4488.degrees latitude (g = 980.6199 gals.).
 DJ4488
 DJ4488.The modeled gravity was interpolated from observed gravity values.
 DJ4488
 DJ4488;                    North         East    Units  Estimated Accuracy
 DJ4488;SPC WI S     -   231,475.1     559,510.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4488
 DJ4488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9971784059(NAD 83)
 DJ4488
 DJ4488                          SUPERSEDED SURVEY CONTROL
 DJ4488
 DJ4488  NAVD 88 (07/08/08)  302.066  (m)          991.03   (f) SUPERSEDED  2 1
 DJ4488
 DJ4488.Superseded values are not recommended for survey control.
 DJ4488
 DJ4488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4488.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4488
 DJ4488_MARKER: DD = SURVEY DISK
 DJ4488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4488_STAMPING: 4T01 2005
 DJ4488_MARK LOGO: WIDT
 DJ4488_PROJECTION: FLUSH
 DJ4488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4488+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 DJ4488
 DJ4488  HISTORY     - Date     Condition        Report By
 DJ4488  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4488  HISTORY     - 20060803 GOOD             WIDT
 DJ4488  HISTORY     - 20100920 GOOD             WIDT
 DJ4488
 DJ4488                          STATION DESCRIPTION
 DJ4488
 DJ4488'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4488'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DJ4488'HIGHWAY OO ABOUT 7 MI (11.3 KM) NORTH OF THE CITY OF TOMAH, GO SOUTH
 DJ4488'ON COUNTY HIGHWAY O FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DJ4488'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4488'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4488'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4488'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4488'13.7 M (44.9 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY O, 31 M
 DJ4488'(101.7 FT) NORTH OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE
 DJ4488'--6354--, 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A WHITE
 DJ4488'PLASTIC WITNESS POST, AND 0.9 M (3.0 FT) NORTH OF A YELLOW METAL
 DJ4488'WITNESS POST WITH A WHITE PLAQUE.  ---NOTE---THIS STATION HAS NO
 DJ4488'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4488'HORIZON.
 DJ4488
 DJ4488                          STATION RECOVERY (2010)
 DJ4488
 DJ4488'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8607 ***********************************************************************
 DH8607  DESIGNATION -  4T02
 DH8607  PID         -  DH8607
 DH8607  STATE/COUNTY-  WI/JUNEAU
 DH8607  COUNTRY     -  US
 DH8607  USGS QUAD   -  NEW MINER (2018)
 DH8607
 DH8607                         *CURRENT SURVEY CONTROL
 DH8607  ______________________________________________________________________
 DH8607* NAD 83(1986) POSITION- 44 08 25.75   (N) 090 03 18.98   (W)   HD_HELD1
 DH8607* NAVD 88 ORTHO HEIGHT -   283.839 (meters)      931.23  (feet) ADJUSTED
 DH8607  ______________________________________________________________________
 DH8607  GEOID HEIGHT    -        -35.076 (meters)                     GEOID18
 DH8607  DYNAMIC HEIGHT  -        283.781 (meters)      931.04  (feet) COMP
 DH8607  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 DH8607
 DH8607  VERT ORDER      -  SECOND    CLASS I
 DH8607
 DH8607.The horizontal coordinates were determined by differentially corrected
 DH8607.hand held GPS observations or other comparable positioning techniques
 DH8607.and have an estimated accuracy of +/- 3 meters.
 DH8607
 DH8607.The orthometric height was determined by differential leveling and
 DH8607.adjusted by the WI DEPT OF TRANSP
 DH8607.in May 2012.
 DH8607
 DH8607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8607.GEOID18 height accuracy estimate available here.
 DH8607
 DH8607.Click photographs - Photos may exist for this station.
 DH8607
 DH8607.The dynamic height is computed by dividing the NAVD 88
 DH8607.geopotential number by the normal gravity value computed on the
 DH8607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8607.degrees latitude (g = 980.6199 gals.).
 DH8607
 DH8607.The modeled gravity was interpolated from observed gravity values.
 DH8607
 DH8607;                    North         East    Units  Estimated Accuracy
 DH8607;SPC WI S     -   237,798.5     595,577.2     MT  (+/- 3 meters HH1 GPS) 
 DH8607
 DH8607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3553691693(NAD 83)
 DH8607
 DH8607                          SUPERSEDED SURVEY CONTROL
 DH8607
 DH8607  NAVD 88 (04/20/07)  283.823  (m)          931.18   (f) SUPERSEDED  2 1
 DH8607
 DH8607.Superseded values are not recommended for survey control.
 DH8607
 DH8607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8607.See file dsdata.pdf to determine how the superseded data were derived.
 DH8607
 DH8607_MARKER: DD = SURVEY DISK
 DH8607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8607_STAMPING: 4T02 2004
 DH8607_MARK LOGO: WIDT
 DH8607_PROJECTION: FLUSH
 DH8607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8607+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DH8607
 DH8607  HISTORY     - Date     Condition        Report By
 DH8607  HISTORY     - 2004     MONUMENTED       WIDT
 DH8607  HISTORY     - 20100607 GOOD             WIDT
 DH8607
 DH8607                          STATION DESCRIPTION
 DH8607
 DH8607'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8607'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8607'STATE HIGHWAY 21 WITH COUNTY HIGHWAY G ABOUT 1 MI (1.61 KM) EAST OF
 DH8607'THE VILLAGE OF NECEDAH, GO NORTH ON COUNTY HIGHWAY G FOR 7.8 MI (12.55
 DH8607'KM) TO 9TH STREET AND THE STATION ON THE RIGHT.  THE STATION IS A
 DH8607'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8607'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH8607'LEVEL WITH THE PAVEMENT.  THE STATION IS 13.5 M (44.3 FT) EAST OF THE
 DH8607'CENTERLINE OF COUNTY HIGHWAY G, 13.8 M (45.3 FT) NORTH OF 9TH STREET,
 DH8607'11.6 M (38.1 FT) SOUTH OF A POWERPOLE, 8.2 M (26.9 FT) NORTHEAST OF A
 DH8607'WOOD POST FOR A --STOP-- SIGN, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST,
 DH8607'AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DH8607'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE SOUTH
 DH8607'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DH8607
 DH8607                          STATION RECOVERY (2010)
 DH8607
 DH8607'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8607'RECOVERED IN GOOD CONDITION.   AN ALTERNATIVE TO REACH FOLLOWS.  TO
 DH8607'REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F NORTH WITH
 DH8607'COUNTY HIGHWAY G EAST AND SOUTH APPROXIMATELY 10 MILES NORTH-NORTHEAST
 DH8607'OF THE VILLAGE OF NECEDAH, GO SOUTH ON COUNTY HIGHWAY G FOR 2 MILES TO
 DH8607'9TH STREET AND THE STATION IN THE NORTHEAST QUADRANT ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4487 ***********************************************************************
 DJ4487  DESIGNATION -  4T02
 DJ4487  PID         -  DJ4487
 DJ4487  STATE/COUNTY-  WI/MONROE
 DJ4487  COUNTRY     -  US
 DJ4487  USGS QUAD   -  WYEVILLE (2018)
 DJ4487
 DJ4487                         *CURRENT SURVEY CONTROL
 DJ4487  ______________________________________________________________________
 DJ4487* NAD 83(1986) POSITION- 44 06 31.44   (N) 090 29 28.45   (W)   HD_HELD1
 DJ4487* NAVD 88 ORTHO HEIGHT -   302.011 (meters)      990.85  (feet) ADJUSTED
 DJ4487  ______________________________________________________________________
 DJ4487  GEOID HEIGHT    -        -34.018 (meters)                     GEOID18
 DJ4487  DYNAMIC HEIGHT  -        301.950 (meters)      990.65  (feet) COMP
 DJ4487  MODELED GRAVITY -    980,407.9   (mgal)                       NAVD 88
 DJ4487
 DJ4487  VERT ORDER      -  SECOND    CLASS I
 DJ4487
 DJ4487.The horizontal coordinates were determined by differentially corrected
 DJ4487.hand held GPS observations or other comparable positioning techniques
 DJ4487.and have an estimated accuracy of +/- 3 meters.
 DJ4487
 DJ4487.The orthometric height was determined by differential leveling and
 DJ4487.adjusted by the WI DEPT OF TRANSP
 DJ4487.in May 2012.
 DJ4487
 DJ4487.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4487.GEOID18 height accuracy estimate available here.
 DJ4487
 DJ4487.Click photographs - Photos may exist for this station.
 DJ4487
 DJ4487.The dynamic height is computed by dividing the NAVD 88
 DJ4487.geopotential number by the normal gravity value computed on the
 DJ4487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4487.degrees latitude (g = 980.6199 gals.).
 DJ4487
 DJ4487.The modeled gravity was interpolated from observed gravity values.
 DJ4487
 DJ4487;                    North         East    Units  Estimated Accuracy
 DJ4487;SPC WI S     -   234,384.6     560,671.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4487
 DJ4487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0077287010(NAD 83)
 DJ4487
 DJ4487                          SUPERSEDED SURVEY CONTROL
 DJ4487
 DJ4487  NAVD 88 (07/08/08)  301.998  (m)          990.81   (f) SUPERSEDED  2 1
 DJ4487
 DJ4487.Superseded values are not recommended for survey control.
 DJ4487
 DJ4487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4487.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4487
 DJ4487_MARKER: DD = SURVEY DISK
 DJ4487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4487_STAMPING: 4T02 2005
 DJ4487_MARK LOGO: WIDT
 DJ4487_PROJECTION: FLUSH
 DJ4487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4487+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 DJ4487
 DJ4487  HISTORY     - Date     Condition        Report By
 DJ4487  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4487  HISTORY     - 20060801 GOOD             WIDT
 DJ4487  HISTORY     - 20100920 GOOD             WIDT
 DJ4487
 DJ4487                          STATION DESCRIPTION
 DJ4487
 DJ4487'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4487'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY EW AND COUNTY
 DJ4487'HIGHWAY O NORTH (MAIN STREET) WITH COUNTY HIGHWAY O SOUTH (RAILROAD
 DJ4487'STREET) TO THE EAST AND MARKET STREET TO THE WEST IN THE VILLAGE OF
 DJ4487'WARRENS, GO EAST THEN SOUTH ON COUNTY HIGHWAY O (RAILROAD STREET) FOR
 DJ4487'1.5 MI (2.4 KM) TO BRIARWOOD AVENUE ON THE RIGHT, CONTINUE SOUTH ON
 DJ4487'COUNTY HIGHWAY O FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DJ4487'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4487'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4487'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4487'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4487'19.8 M (65.0 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY O, 37.0 M
 DJ4487'(121.4 FT) NORTH OF A YELLOW RIGHT-OF-WAY POST, 31 M (101.7 FT) SOUTH
 DJ4487'OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE --4522--, 1 M (3.3 FT)
 DJ4487'EAST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND
 DJ4487'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4487'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4487'HORIZON.
 DJ4487
 DJ4487                          STATION RECOVERY (2010)
 DJ4487
 DJ4487'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4487'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8606 ***********************************************************************
 DH8606  DESIGNATION -  4T03
 DH8606  PID         -  DH8606
 DH8606  STATE/COUNTY-  WI/JUNEAU
 DH8606  COUNTRY     -  US
 DH8606  USGS QUAD   -  NEW MINER (2018)
 DH8606
 DH8606                         *CURRENT SURVEY CONTROL
 DH8606  ______________________________________________________________________
 DH8606* NAD 83(1986) POSITION- 44 10 09.78   (N) 090 03 20.42   (W)   HD_HELD1
 DH8606* NAVD 88 ORTHO HEIGHT -   286.258 (meters)      939.16  (feet) ADJUSTED
 DH8606  ______________________________________________________________________
 DH8606  GEOID HEIGHT    -        -35.033 (meters)                     GEOID18
 DH8606  DYNAMIC HEIGHT  -        286.200 (meters)      938.97  (feet) COMP
 DH8606  MODELED GRAVITY -    980,410.4   (mgal)                       NAVD 88
 DH8606
 DH8606  VERT ORDER      -  SECOND    CLASS I
 DH8606
 DH8606.The horizontal coordinates were determined by differentially corrected
 DH8606.hand held GPS observations or other comparable positioning techniques
 DH8606.and have an estimated accuracy of +/- 3 meters.
 DH8606
 DH8606.The orthometric height was determined by differential leveling and
 DH8606.adjusted by the WI DEPT OF TRANSP
 DH8606.in May 2012.
 DH8606
 DH8606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8606.GEOID18 height accuracy estimate available here.
 DH8606
 DH8606.Click photographs - Photos may exist for this station.
 DH8606
 DH8606.The dynamic height is computed by dividing the NAVD 88
 DH8606.geopotential number by the normal gravity value computed on the
 DH8606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8606.degrees latitude (g = 980.6199 gals.).
 DH8606
 DH8606.The modeled gravity was interpolated from observed gravity values.
 DH8606
 DH8606;                    North         East    Units  Estimated Accuracy
 DH8606;SPC WI S     -   241,009.5     595,547.4     MT  (+/- 3 meters HH1 GPS) 
 DH8606
 DH8606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3538994902(NAD 83)
 DH8606
 DH8606                          SUPERSEDED SURVEY CONTROL
 DH8606
 DH8606  NAVD 88 (04/20/07)  286.242  (m)          939.11   (f) SUPERSEDED  2 1
 DH8606
 DH8606.Superseded values are not recommended for survey control.
 DH8606
 DH8606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8606.See file dsdata.pdf to determine how the superseded data were derived.
 DH8606
 DH8606_MARKER: DD = SURVEY DISK
 DH8606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8606_STAMPING: 4T03 2004
 DH8606_MARK LOGO: WIDT
 DH8606_PROJECTION: FLUSH
 DH8606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8606+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DH8606
 DH8606  HISTORY     - Date     Condition        Report By
 DH8606  HISTORY     - 2004     MONUMENTED       WIDT
 DH8606  HISTORY     - 20100607 GOOD             WIDT
 DH8606  HISTORY     - 20120425 GOOD             WIDT
 DH8606
 DH8606                          STATION DESCRIPTION
 DH8606
 DH8606'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8606'OWNERSHIP--JUNEAU COUNTY.  THE STATION IS LOCATED AT THE JUNCTION OF
 DH8606'COUNTY HIGHWAY G WITH COUNTY HIGHWAY F ABOUT 10 MI (16.09 KM)
 DH8606'NORTH-NORTHEAST OF THE VILLAGE OF NECEDAH.  THE STATION IS A BRONZE
 DH8606'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8606'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3
 DH8606'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 11.3 M (37.1 FT)
 DH8606'NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY F, 49 M (160.8 FT)
 DH8606'SOUTHEAST OF THE EXTENDED CENTERLINE OF 7TH STREET, 27.5 M (90.2 FT)
 DH8606'NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY G, AND 1.0 M (3.3 FT)
 DH8606'SOUTH-SOUTHEAST, NORTHEAST, AND WEST OF A WHITE PLASTIC WITNESS POST.
 DH8606'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8606'THAN 20 DEGREES ABOVE THE HORIZON.
 DH8606
 DH8606                          STATION RECOVERY (2010)
 DH8606
 DH8606'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8606'RECOVERED IN GOOD CONDITION.
 DH8606
 DH8606                          STATION RECOVERY (2012)
 DH8606
 DH8606'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (GRS)
 DH8606'THE PHRASE --49 M (160.8 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF
 DH8606'7TH STREET-- SHOULD BE DELETED FROM THE 2004 DESCRIPTION BASED ON A
 DH8606'REVIEW OF THE ORIGINAL FIELD NOTES.  THIS STATION WAS NOT VISITED ON
 DH8606'4-25-2012, THE DATE OF THIS RECOVERY NOTE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4486 ***********************************************************************
 DJ4486  DESIGNATION -  4T03
 DJ4486  PID         -  DJ4486
 DJ4486  STATE/COUNTY-  WI/MONROE
 DJ4486  COUNTRY     -  US
 DJ4486  USGS QUAD   -  WARRENS EAST (2018)
 DJ4486
 DJ4486                         *CURRENT SURVEY CONTROL
 DJ4486  ______________________________________________________________________
 DJ4486* NAD 83(1986) POSITION- 44 07 52.86   (N) 090 29 44.26   (W)   HD_HELD1
 DJ4486* NAVD 88 ORTHO HEIGHT -   303.582 (meters)      996.00  (feet) ADJUSTED
 DJ4486  ______________________________________________________________________
 DJ4486  GEOID HEIGHT    -        -34.015 (meters)                     GEOID18
 DJ4486  DYNAMIC HEIGHT  -        303.520 (meters)      995.80  (feet) COMP
 DJ4486  MODELED GRAVITY -    980,407.6   (mgal)                       NAVD 88
 DJ4486
 DJ4486  VERT ORDER      -  SECOND    CLASS I
 DJ4486
 DJ4486.The horizontal coordinates were determined by differentially corrected
 DJ4486.hand held GPS observations or other comparable positioning techniques
 DJ4486.and have an estimated accuracy of +/- 3 meters.
 DJ4486
 DJ4486.The orthometric height was determined by differential leveling and
 DJ4486.adjusted by the WI DEPT OF TRANSP
 DJ4486.in May 2012.
 DJ4486
 DJ4486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4486.GEOID18 height accuracy estimate available here.
 DJ4486
 DJ4486.Click photographs - Photos may exist for this station.
 DJ4486
 DJ4486.The dynamic height is computed by dividing the NAVD 88
 DJ4486.geopotential number by the normal gravity value computed on the
 DJ4486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4486.degrees latitude (g = 980.6199 gals.).
 DJ4486
 DJ4486.The modeled gravity was interpolated from observed gravity values.
 DJ4486
 DJ4486;                    North         East    Units  Estimated Accuracy
 DJ4486;SPC WI S     -   236,899.7     560,335.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4486
 DJ4486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0034489511(NAD 83)
 DJ4486
 DJ4486                          SUPERSEDED SURVEY CONTROL
 DJ4486
 DJ4486  NAVD 88 (07/08/08)  303.568  (m)          995.96   (f) SUPERSEDED  2 1
 DJ4486
 DJ4486.Superseded values are not recommended for survey control.
 DJ4486
 DJ4486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4486.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4486
 DJ4486_MARKER: DD = SURVEY DISK
 DJ4486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4486_STAMPING: 4T03 2005
 DJ4486_MARK LOGO: WIDT
 DJ4486_PROJECTION: FLUSH
 DJ4486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4486+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 DJ4486
 DJ4486  HISTORY     - Date     Condition        Report By
 DJ4486  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4486  HISTORY     - 20060801 GOOD             WIDT
 DJ4486  HISTORY     - 20100920 GOOD             WIDT
 DJ4486
 DJ4486                          STATION DESCRIPTION
 DJ4486
 DJ4486'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4486'THE STATION IS LOCATED AT THE JUNCTION OF COUNTY HIGHWAY EW AND COUNTY
 DJ4486'HIGHWAY O SOUTH (GRANT STREET) WITH COUNTY HIGHWAY O NORTH (FRANCES
 DJ4486'STREET) IN THE VILLAGE OF WARRENS.  THE STATION IS A BRONZE WISCONSIN
 DJ4486'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4486'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4486'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4486'THE STATION IS 9.5 M (31.2 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DJ4486'HIGHWAY EW (GRANT STREET), 48 M (157.5 FT) EAST OF THE EXTENDED
 DJ4486'CENTERLINE OF COUNTY HIGHWAY O NORTH (FRANCES STREET), 16 M (52.5 FT)
 DJ4486'EAST OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) EAST AND WEST OF A WHITE
 DJ4486'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4486'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4486
 DJ4486                          STATION RECOVERY (2010)
 DJ4486
 DJ4486'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8605 ***********************************************************************
 DH8605  DESIGNATION -  4T04
 DH8605  PID         -  DH8605
 DH8605  STATE/COUNTY-  WI/JUNEAU
 DH8605  COUNTRY     -  US
 DH8605  USGS QUAD   -  NEW MINER (2018)
 DH8605
 DH8605                         *CURRENT SURVEY CONTROL
 DH8605  ______________________________________________________________________
 DH8605* NAD 83(1986) POSITION- 44 11 54.61   (N) 090 02 10.81   (W)   HD_HELD1
 DH8605* NAVD 88 ORTHO HEIGHT -   288.933 (meters)      947.94  (feet) ADJUSTED
 DH8605  ______________________________________________________________________
 DH8605  GEOID HEIGHT    -        -35.023 (meters)                     GEOID18
 DH8605  DYNAMIC HEIGHT  -        288.876 (meters)      947.75  (feet) COMP
 DH8605  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 DH8605
 DH8605  VERT ORDER      -  SECOND    CLASS I
 DH8605
 DH8605.The horizontal coordinates were determined by differentially corrected
 DH8605.hand held GPS observations or other comparable positioning techniques
 DH8605.and have an estimated accuracy of +/- 3 meters.
 DH8605
 DH8605.The orthometric height was determined by differential leveling and
 DH8605.adjusted by the WI DEPT OF TRANSP
 DH8605.in May 2012.
 DH8605
 DH8605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8605.GEOID18 height accuracy estimate available here.
 DH8605
 DH8605.Click photographs - Photos may exist for this station.
 DH8605
 DH8605.The dynamic height is computed by dividing the NAVD 88
 DH8605.geopotential number by the normal gravity value computed on the
 DH8605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8605.degrees latitude (g = 980.6199 gals.).
 DH8605
 DH8605.The modeled gravity was interpolated from observed gravity values.
 DH8605
 DH8605;                    North         East    Units  Estimated Accuracy
 DH8605;SPC WI S     -   244,244.4     597,095.3     MT  (+/- 3 meters HH1 GPS) 
 DH8605
 DH8605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3681898192(NAD 83)
 DH8605
 DH8605                          SUPERSEDED SURVEY CONTROL
 DH8605
 DH8605  NAVD 88 (04/20/07)  288.916  (m)          947.89   (f) SUPERSEDED  2 1
 DH8605
 DH8605.Superseded values are not recommended for survey control.
 DH8605
 DH8605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8605.See file dsdata.pdf to determine how the superseded data were derived.
 DH8605
 DH8605_MARKER: DD = SURVEY DISK
 DH8605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8605_STAMPING: 4T04 2004
 DH8605_MARK LOGO: WIDT
 DH8605_PROJECTION: FLUSH
 DH8605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8605+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DH8605
 DH8605  HISTORY     - Date     Condition        Report By
 DH8605  HISTORY     - 2004     MONUMENTED       WIDT
 DH8605  HISTORY     - 20100607 GOOD             WIDT
 DH8605
 DH8605                          STATION DESCRIPTION
 DH8605
 DH8605'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8605'OWNERSHIP--TOWN OF ARMENIA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8605'COUNTY HIGHWAY G WITH COUNTY HIGHWAY F ABOUT 10 MI (16.09 KM)
 DH8605'NORTH-NORTHEAST OF THE VILLAGE OF NECEDAH, GO NORTH ON COUNTY HIGHWAY
 DH8605'F FOR 2.0 MI (3.22 KM) TO 5TH STREET TURN RIGHT AND GO EAST ON 5TH
 DH8605'STREET FOR 1.0 MI (1.61 KM) TO 17TH AVENUE ON THE RIGHT AND THE
 DH8605'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8605'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8605'41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH8605'STATION IS 7.7 M (25.3 FT) EAST OF THE CENTERLINE OF 17TH AVENUE, 19.6
 DH8605'M (64.3 FT) SOUTH OF THE CENTERLINE OF 5TH STREET, 19.2 M (63.0 FT)
 DH8605'SOUTHEAST OF A POWERPOLE, 8.3 M (27.2 FT) SOUTH-SOUTHEAST OF A WOOD
 DH8605'POST FOR A --STOP-- SIGN, AND 1.0 M (3.3 FT) EAST, SOUTHWEST, AND
 DH8605'NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DH8605'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DH8605'ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST-SOUTHWEST AND SOUTHEAST
 DH8605'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8605
 DH8605                          STATION RECOVERY (2010)
 DH8605
 DH8605'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8605'RECOVERED IN GOOD CONDITION.  NOTE---TREES TO THE SOUTH-SOUTHEAST
 DH8605'EXTEND TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4484 ***********************************************************************
 DJ4484  DESIGNATION -  4T04
 DJ4484  PID         -  DJ4484
 DJ4484  STATE/COUNTY-  WI/JACKSON
 DJ4484  COUNTRY     -  US
 DJ4484  USGS QUAD   -  WARRENS EAST (2018)
 DJ4484
 DJ4484                         *CURRENT SURVEY CONTROL
 DJ4484  ______________________________________________________________________
 DJ4484* NAD 83(1986) POSITION- 44 09 38.04   (N) 090 29 41.13   (W)   HD_HELD1
 DJ4484* NAVD 88 ORTHO HEIGHT -   309.170 (meters)     1014.34  (feet) ADJUSTED
 DJ4484  ______________________________________________________________________
 DJ4484  GEOID HEIGHT    -        -34.019 (meters)                     GEOID18
 DJ4484  DYNAMIC HEIGHT  -        309.108 (meters)     1014.13  (feet) COMP
 DJ4484  MODELED GRAVITY -    980,408.1   (mgal)                       NAVD 88
 DJ4484
 DJ4484  VERT ORDER      -  SECOND    CLASS I
 DJ4484
 DJ4484.The horizontal coordinates were determined by differentially corrected
 DJ4484.hand held GPS observations or other comparable positioning techniques
 DJ4484.and have an estimated accuracy of +/- 3 meters.
 DJ4484
 DJ4484.The orthometric height was determined by differential leveling and
 DJ4484.adjusted by the WI DEPT OF TRANSP
 DJ4484.in May 2012.
 DJ4484
 DJ4484.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4484.GEOID18 height accuracy estimate available here.
 DJ4484
 DJ4484.Click photographs - Photos may exist for this station.
 DJ4484
 DJ4484.The dynamic height is computed by dividing the NAVD 88
 DJ4484.geopotential number by the normal gravity value computed on the
 DJ4484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4484.degrees latitude (g = 980.6199 gals.).
 DJ4484
 DJ4484.The modeled gravity was interpolated from observed gravity values.
 DJ4484
 DJ4484;                    North         East    Units  Estimated Accuracy
 DJ4484;SPC WI C     -    36,482.3     560,424.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4484
 DJ4484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0031592758(NAD 83)
 DJ4484
 DJ4484                          SUPERSEDED SURVEY CONTROL
 DJ4484
 DJ4484  NAVD 88 (07/08/08)  309.157  (m)         1014.29   (f) SUPERSEDED  2 1
 DJ4484
 DJ4484.Superseded values are not recommended for survey control.
 DJ4484
 DJ4484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4484.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4484
 DJ4484_MARKER: DD = SURVEY DISK
 DJ4484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4484_STAMPING: 4T04 2005
 DJ4484_MARK LOGO: WIDT
 DJ4484_PROJECTION: FLUSH
 DJ4484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4484+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2011
 DJ4484
 DJ4484  HISTORY     - Date     Condition        Report By
 DJ4484  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4484  HISTORY     - 20060801 GOOD             WIDT
 DJ4484  HISTORY     - 20110823 GOOD             WIDT
 DJ4484
 DJ4484                          STATION DESCRIPTION
 DJ4484
 DJ4484'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4484'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DJ4484'HIGHWAY HH ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF WARRENS, GO
 DJ4484'SOUTH THEN WEST ON COUNTY HIGHWAY O FOR 1.35 MI (2.2 KM) TO ATOLL
 DJ4484'AVENUE ON THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4484'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4484'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4484'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4484'THE HIGHWAY PAVEMENT.  THE STATION IS 10.5 M (34.4 FT) NORTH-NORTHWEST
 DJ4484'OF THE CENTERLINE OF COUNTY HIGHWAY O, 28.0 M (91.9 FT) WEST-SOUTHWEST
 DJ4484'OF A POWER POLE, 26.9 M (88.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 DJ4484'ATOLL AVENUE, 14.6 M (47.9 FT) EAST OF A METAL POLE FOR A --COUNTY
 DJ4484'LINE SUPPER CLUB-- SIGN, 13.4 M (44.0 FT) SOUTHEAST OF A TELEPHONE
 DJ4484'PEDESTAL --4D3A 5 20--, AND 1.0 M (3.3 FT) NORTH, EAST, AND SOUTHWEST
 DJ4484'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4484'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4484'HORIZON.
 DJ4484
 DJ4484                          STATION RECOVERY (2011)
 DJ4484
 DJ4484'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8604 ***********************************************************************
 DH8604  DESIGNATION -  4T05
 DH8604  PID         -  DH8604
 DH8604  STATE/COUNTY-  WI/JUNEAU
 DH8604  COUNTRY     -  US
 DH8604  USGS QUAD   -  NEW MINER (2018)
 DH8604
 DH8604                         *CURRENT SURVEY CONTROL
 DH8604  ______________________________________________________________________
 DH8604* NAD 83(1986) POSITION- 44 11 54.62   (N) 090 00 07.59   (W)   HD_HELD1
 DH8604* NAVD 88 ORTHO HEIGHT -   289.756 (meters)      950.64  (feet) ADJUSTED
 DH8604  ______________________________________________________________________
 DH8604  GEOID HEIGHT    -        -35.084 (meters)                     GEOID18
 DH8604  DYNAMIC HEIGHT  -        289.699 (meters)      950.45  (feet) COMP
 DH8604  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 DH8604
 DH8604  VERT ORDER      -  SECOND    CLASS I
 DH8604
 DH8604.The horizontal coordinates were determined by differentially corrected
 DH8604.hand held GPS observations or other comparable positioning techniques
 DH8604.and have an estimated accuracy of +/- 3 meters.
 DH8604
 DH8604.The orthometric height was determined by differential leveling and
 DH8604.adjusted by the WI DEPT OF TRANSP
 DH8604.in May 2012.
 DH8604
 DH8604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8604.GEOID18 height accuracy estimate available here.
 DH8604
 DH8604.Click photographs - Photos may exist for this station.
 DH8604
 DH8604.The dynamic height is computed by dividing the NAVD 88
 DH8604.geopotential number by the normal gravity value computed on the
 DH8604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8604.degrees latitude (g = 980.6199 gals.).
 DH8604
 DH8604.The modeled gravity was interpolated from observed gravity values.
 DH8604
 DH8604;                    North         East    Units  Estimated Accuracy
 DH8604;SPC WI S     -   244,244.0     599,831.5     MT  (+/- 3 meters HH1 GPS) 
 DH8604
 DH8604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3955398291(NAD 83)
 DH8604
 DH8604                          SUPERSEDED SURVEY CONTROL
 DH8604
 DH8604  NAVD 88 (04/20/07)  289.739  (m)          950.59   (f) SUPERSEDED  2 1
 DH8604
 DH8604.Superseded values are not recommended for survey control.
 DH8604
 DH8604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8604.See file dsdata.pdf to determine how the superseded data were derived.
 DH8604
 DH8604_MARKER: DD = SURVEY DISK
 DH8604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8604_STAMPING: 4T05 2004
 DH8604_MARK LOGO: WIDT
 DH8604_PROJECTION: FLUSH
 DH8604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8604+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DH8604
 DH8604  HISTORY     - Date     Condition        Report By
 DH8604  HISTORY     - 2004     MONUMENTED       WIDT
 DH8604  HISTORY     - 20100607 GOOD             WIDT
 DH8604
 DH8604                          STATION DESCRIPTION
 DH8604
 DH8604'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8604'OWNERSHIP--TOWN OF ARMENIA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8604'COUNTY HIGHWAY G WITH COUNTY HIGHWAY F ABOUT 10 MI (16.09 KM)
 DH8604'NORTH-NORTHEAST OF THE VILLAGE OF NECEDAH, GO NORTH ON COUNTY HIGHWAY
 DH8604'F FOR 2.0 MI (3.22 KM) TO 5TH STREET, TURN RIGHT AND GO EAST ON 5TH
 DH8604'STREET FOR 2.0 MI (3.22 KM) TO 19TH AVENUE, CONTINUE EAST ON 5TH
 DH8604'STREET FOR 0.7 MI (1.13 KM) TO THE STATION ON THE RIGHT.  THE STATION
 DH8604'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8604'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH8604'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.1 M (26.6 FT)
 DH8604'SOUTH OF THE CENTERLINE OF 5TH STREET, 28.1 M (92.2 FT) SOUTHWEST OF
 DH8604'POWERPOLE --207--, 2 M (6.6 FT) NORTH OF A CULTIVATED FIELD, 1.0 M
 DH8604'(3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF THREE WHITE PLASTIC
 DH8604'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8604'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8604
 DH8604                          STATION RECOVERY (2010)
 DH8604
 DH8604'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8604'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.3 MILE WEST OF
 DH8604'20TH AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4483 ***********************************************************************
 DJ4483  DESIGNATION -  4T05
 DJ4483  PID         -  DJ4483
 DJ4483  STATE/COUNTY-  WI/JACKSON
 DJ4483  COUNTRY     -  US
 DJ4483  USGS QUAD   -  WARRENS EAST (2018)
 DJ4483
 DJ4483                         *CURRENT SURVEY CONTROL
 DJ4483  ______________________________________________________________________
 DJ4483* NAD 83(1986) POSITION- 44 10 56.74   (N) 090 29 12.03   (W)   HD_HELD1
 DJ4483* NAVD 88 ORTHO HEIGHT -   311.922 (meters)     1023.36  (feet) ADJUSTED
 DJ4483  ______________________________________________________________________
 DJ4483  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 DJ4483  DYNAMIC HEIGHT  -        311.859 (meters)     1023.16  (feet) COMP
 DJ4483  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 DJ4483
 DJ4483  VERT ORDER      -  SECOND    CLASS I
 DJ4483
 DJ4483.The horizontal coordinates were determined by differentially corrected
 DJ4483.hand held GPS observations or other comparable positioning techniques
 DJ4483.and have an estimated accuracy of +/- 3 meters.
 DJ4483
 DJ4483.The orthometric height was determined by differential leveling and
 DJ4483.adjusted by the WI DEPT OF TRANSP
 DJ4483.in May 2012.
 DJ4483
 DJ4483.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4483.GEOID18 height accuracy estimate available here.
 DJ4483
 DJ4483.Click photographs - Photos may exist for this station.
 DJ4483
 DJ4483.The dynamic height is computed by dividing the NAVD 88
 DJ4483.geopotential number by the normal gravity value computed on the
 DJ4483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4483.degrees latitude (g = 980.6199 gals.).
 DJ4483
 DJ4483.The modeled gravity was interpolated from observed gravity values.
 DJ4483
 DJ4483;                    North         East    Units  Estimated Accuracy
 DJ4483;SPC WI C     -    38,907.5     561,085.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4483
 DJ4483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0088795206(NAD 83)
 DJ4483
 DJ4483                          SUPERSEDED SURVEY CONTROL
 DJ4483
 DJ4483  NAVD 88 (07/08/08)  311.908  (m)         1023.32   (f) SUPERSEDED  2 1
 DJ4483
 DJ4483.Superseded values are not recommended for survey control.
 DJ4483
 DJ4483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4483.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4483
 DJ4483_MARKER: DD = SURVEY DISK
 DJ4483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4483_STAMPING: 4T05 2005
 DJ4483_MARK LOGO: WIDT
 DJ4483_PROJECTION: FLUSH
 DJ4483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4483+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2011
 DJ4483
 DJ4483  HISTORY     - Date     Condition        Report By
 DJ4483  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4483  HISTORY     - 20060801 GOOD             WIDT
 DJ4483  HISTORY     - 20110823 GOOD             WIDT
 DJ4483
 DJ4483                          STATION DESCRIPTION
 DJ4483
 DJ4483'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4483'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DJ4483'HIGHWAY HH ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF WARRENS, GO
 DJ4483'NORTH ON COUNTY HIGHWAY O FOR 0.45 MI (0.7 KM) TO THE STATION ON THE
 DJ4483'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4483'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4483'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4483'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4483'9.0 M (29.5 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY O, 54 M
 DJ4483'(177.2 FT) SOUTH OF A PRIVATE ENTRANCE --N3115--, 17.9 M (58.7 FT)
 DJ4483'NORTH OF A TELEPHONE PEDESTAL --3D 27C 20 20--, AND 1.0 M (3.3 FT)
 DJ4483'WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4483'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4483'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE
 DJ4483'SOUTHEAST THAT EXTENDS TO 25 DEGREES ABOVE THE HORIZON.
 DJ4483
 DJ4483                          STATION RECOVERY (2011)
 DJ4483
 DJ4483'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8603 ***********************************************************************
 DH8603  DESIGNATION -  4T06
 DH8603  PID         -  DH8603
 DH8603  STATE/COUNTY-  WI/JUNEAU
 DH8603  COUNTRY     -  US
 DH8603  USGS QUAD   -  ARKDALE NW (2018)
 DH8603
 DH8603                         *CURRENT SURVEY CONTROL
 DH8603  ______________________________________________________________________
 DH8603* NAD 83(1986) POSITION- 44 13 58.90   (N) 089 57 20.20   (W)   HD_HELD1
 DH8603* NAVD 88 ORTHO HEIGHT -   294.514 (meters)      966.25  (feet) ADJUSTED
 DH8603  ______________________________________________________________________
 DH8603  GEOID HEIGHT    -        -35.106 (meters)                     GEOID18
 DH8603  DYNAMIC HEIGHT  -        294.459 (meters)      966.07  (feet) COMP
 DH8603  MODELED GRAVITY -    980,424.4   (mgal)                       NAVD 88
 DH8603
 DH8603  VERT ORDER      -  SECOND    CLASS I
 DH8603
 DH8603.The horizontal coordinates were determined by differentially corrected
 DH8603.hand held GPS observations or other comparable positioning techniques
 DH8603.and have an estimated accuracy of +/- 3 meters.
 DH8603
 DH8603.The orthometric height was determined by differential leveling and
 DH8603.adjusted by the WI DEPT OF TRANSP
 DH8603.in May 2012.
 DH8603
 DH8603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8603.GEOID18 height accuracy estimate available here.
 DH8603
 DH8603.Click photographs - Photos may exist for this station.
 DH8603
 DH8603.The dynamic height is computed by dividing the NAVD 88
 DH8603.geopotential number by the normal gravity value computed on the
 DH8603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8603.degrees latitude (g = 980.6199 gals.).
 DH8603
 DH8603.The modeled gravity was interpolated from observed gravity values.
 DH8603
 DH8603;                    North         East    Units  Estimated Accuracy
 DH8603;SPC WI S     -   248,081.1     603,546.4     MT  (+/- 3 meters HH1 GPS) 
 DH8603
 DH8603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6396202004(NAD 83)
 DH8603
 DH8603                          SUPERSEDED SURVEY CONTROL
 DH8603
 DH8603  NAVD 88 (04/20/07)  294.496  (m)          966.19   (f) SUPERSEDED  2 1
 DH8603
 DH8603.Superseded values are not recommended for survey control.
 DH8603
 DH8603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8603.See file dsdata.pdf to determine how the superseded data were derived.
 DH8603
 DH8603_MARKER: DD = SURVEY DISK
 DH8603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8603_STAMPING: 4T06 2004
 DH8603_MARK LOGO: WIDT
 DH8603_PROJECTION: FLUSH
 DH8603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8603+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DH8603
 DH8603  HISTORY     - Date     Condition        Report By
 DH8603  HISTORY     - 2004     MONUMENTED       WIDT
 DH8603  HISTORY     - 20100607 GOOD             WIDT
 DH8603
 DH8603                          STATION DESCRIPTION
 DH8603
 DH8603'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8603'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8603'COUNTY HIGHWAY G WITH COUNTY HIGHWAY AA AND BATTERMAN ROAD ABOUT 4 MI
 DH8603'(6.44 KM) SOUTHWEST OF THE CITY OF NEKOSSA, GO SOUTHERLY ON COUNTY
 DH8603'HIGHWAY G FOR 1.7 MI (2.74 KM) TO 2ND STREET, CONTINUE SOUTH ON COUNTY
 DH8603'HIGHWAY G FOR 0.6 MI (0.97 KM) TO THE STATION ON THE LEFT.  THE
 DH8603'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8603'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8603'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8603'9.0 M (29.5 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY G, 65 M
 DH8603'(213.3 FT) SOUTHEAST OF A POWERPOLE 31.2 M (102.4 FT) NORTHEAST OF A
 DH8603'WOOD POST FOR --REDUCED SPEED AHEAD-- SIGN, AND 1.0 M (3.3 FT) EAST,
 DH8603'SOUTHWEST, AND NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DH8603'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8603'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8603
 DH8603                          STATION RECOVERY (2010)
 DH8603
 DH8603'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4481 ***********************************************************************
 DJ4481  DESIGNATION -  4T06
 DJ4481  PID         -  DJ4481
 DJ4481  STATE/COUNTY-  WI/JACKSON
 DJ4481  COUNTRY     -  US
 DJ4481  USGS QUAD   -  WARRENS WEST (2018)
 DJ4481
 DJ4481                         *CURRENT SURVEY CONTROL
 DJ4481  ______________________________________________________________________
 DJ4481* NAD 83(1986) POSITION- 44 13 15.67   (N) 090 31 12.96   (W)   HD_HELD1
 DJ4481* NAVD 88 ORTHO HEIGHT -   332.779 (meters)     1091.79  (feet) ADJUSTED
 DJ4481  ______________________________________________________________________
 DJ4481  GEOID HEIGHT    -        -33.912 (meters)                     GEOID18
 DJ4481  DYNAMIC HEIGHT  -        332.714 (meters)     1091.58  (feet) COMP
 DJ4481  MODELED GRAVITY -    980,414.4   (mgal)                       NAVD 88
 DJ4481
 DJ4481  VERT ORDER      -  SECOND    CLASS I
 DJ4481
 DJ4481.The horizontal coordinates were determined by differentially corrected
 DJ4481.hand held GPS observations or other comparable positioning techniques
 DJ4481.and have an estimated accuracy of +/- 3 meters.
 DJ4481
 DJ4481.The orthometric height was determined by differential leveling and
 DJ4481.adjusted by the WI DEPT OF TRANSP
 DJ4481.in May 2012.
 DJ4481
 DJ4481.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4481.GEOID18 height accuracy estimate available here.
 DJ4481
 DJ4481.Click photographs - Photos may exist for this station.
 DJ4481
 DJ4481.The dynamic height is computed by dividing the NAVD 88
 DJ4481.geopotential number by the normal gravity value computed on the
 DJ4481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4481.degrees latitude (g = 980.6199 gals.).
 DJ4481
 DJ4481.The modeled gravity was interpolated from observed gravity values.
 DJ4481
 DJ4481;                    North         East    Units  Estimated Accuracy
 DJ4481;SPC WI C     -    43,212.3     558,426.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4481
 DJ4481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9807299411(NAD 83)
 DJ4481
 DJ4481                          SUPERSEDED SURVEY CONTROL
 DJ4481
 DJ4481  NAVD 88 (07/08/08)  332.766  (m)         1091.75   (f) SUPERSEDED  2 1
 DJ4481
 DJ4481.Superseded values are not recommended for survey control.
 DJ4481
 DJ4481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4481.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4481
 DJ4481_MARKER: DD = SURVEY DISK
 DJ4481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4481_STAMPING: 4T06 2005
 DJ4481_MARK LOGO: WIDT
 DJ4481_PROJECTION: FLUSH
 DJ4481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4481+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2011
 DJ4481
 DJ4481  HISTORY     - Date     Condition        Report By
 DJ4481  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4481  HISTORY     - 20060731 GOOD             WIDT
 DJ4481  HISTORY     - 20110823 GOOD             WIDT
 DJ4481
 DJ4481                          STATION DESCRIPTION
 DJ4481
 DJ4481'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4481'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DJ4481'HIGHWAY HH ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF WARRENS, GO
 DJ4481'NORTH ON COUNTY HIGHWAY O FOR 3.3 MI (5.3 KM) TO POTTER ROAD ON THE
 DJ4481'RIGHT, TURN RIGHT AND GO NORTH ON POTTER ROAD FOR 0.65 MI (1.0 KM) TO
 DJ4481'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DJ4481'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DJ4481'OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED
 DJ4481'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DJ4481'STATION IS 7.5 M (24.6 FT) WEST OF THE CENTER OF POTTER ROAD, 37 M
 DJ4481'(121.4 FT) NORTH OF A PRIVATE ENTRANCE --N4199--, AND 1.0 M (3.3 FT)
 DJ4481'WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4481'---NOTE---THIS STATION IS OBSTRUCTED BY TREES UP TO AS MUCH AS 30
 DJ4481'DEGREES ABOVE THE HORIZON IN ALL DIRECTIONS.
 DJ4481
 DJ4481                          STATION RECOVERY (2011)
 DJ4481
 DJ4481'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8602 ***********************************************************************
 DH8602  DESIGNATION -  4T07
 DH8602  PID         -  DH8602
 DH8602  STATE/COUNTY-  WI/WOOD
 DH8602  COUNTRY     -  US
 DH8602  USGS QUAD   -  NEKOOSA (2018)
 DH8602
 DH8602                         *CURRENT SURVEY CONTROL
 DH8602  ______________________________________________________________________
 DH8602* NAD 83(1986) POSITION- 44 15 37.4    (N) 089 57 43.9    (W)   HD_HELD2
 DH8602* NAVD 88 ORTHO HEIGHT -   294.399 (meters)      965.87  (feet) ADJUSTED
 DH8602  ______________________________________________________________________
 DH8602  GEOID HEIGHT    -        -35.052 (meters)                     GEOID18
 DH8602  DYNAMIC HEIGHT  -        294.345 (meters)      965.70  (feet) COMP
 DH8602  MODELED GRAVITY -    980,429.1   (mgal)                       NAVD 88
 DH8602
 DH8602  VERT ORDER      -  SECOND    CLASS I
 DH8602
 DH8602.The horizontal coordinates were established by autonomous hand held GPS
 DH8602.observations and have an estimated accuracy of +/- 10 meters.
 DH8602
 DH8602.The orthometric height was determined by differential leveling and
 DH8602.adjusted by the WI DEPT OF TRANSP
 DH8602.in May 2012.
 DH8602
 DH8602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8602.GEOID18 height accuracy estimate available here.
 DH8602
 DH8602.Click photographs - Photos may exist for this station.
 DH8602
 DH8602.The dynamic height is computed by dividing the NAVD 88
 DH8602.geopotential number by the normal gravity value computed on the
 DH8602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8602.degrees latitude (g = 980.6199 gals.).
 DH8602
 DH8602.The modeled gravity was interpolated from observed gravity values.
 DH8602
 DH8602;                    North         East    Units  Estimated Accuracy
 DH8602;SPC WI C     -    47,454.      603,019.      MT  (+/- 10 meters HH2 GPS)
 DH8602
 DH8602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6354605062(NAD 83)
 DH8602
 DH8602                          SUPERSEDED SURVEY CONTROL
 DH8602
 DH8602  NAVD 88 (04/20/07)  294.381  (m)          965.82   (f) SUPERSEDED  2 1
 DH8602
 DH8602.Superseded values are not recommended for survey control.
 DH8602
 DH8602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8602.See file dsdata.pdf to determine how the superseded data were derived.
 DH8602
 DH8602_MARKER: DD = SURVEY DISK
 DH8602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8602_STAMPING: 4T07 2004
 DH8602_MARK LOGO: WIDT
 DH8602_PROJECTION: FLUSH
 DH8602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8602+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2010
 DH8602
 DH8602  HISTORY     - Date     Condition        Report By
 DH8602  HISTORY     - 2004     MONUMENTED       WIDT
 DH8602  HISTORY     - 20100927 GOOD             WIDT
 DH8602
 DH8602                          STATION DESCRIPTION
 DH8602
 DH8602'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8602'OWNERSHIP--WOOD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8602'COUNTY HIGHWAY G WITH COUNTY HIGHWAY AA AND BATTERMAN ROAD ABOUT 4 MI
 DH8602'(6.44 KM) SOUTHWEST OF THE CITY OF NEKOSSA, GO SOUTH ON COUNTY HIGHWAY
 DH8602'G FOR 0.2 MI (0.32 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DH8602'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8602'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH8602'M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.7 M (28.5 FT)
 DH8602'EAST OF THE CENTERLINE OF COUNTY HIGHWAY G, 27.2 M (89.2 FT) NORTHEAST
 DH8602'OF POWERPOLE --21-4-36 52/40--, 5 M (16.4 FT) SOUTH OF THE EXTENDED
 DH8602'CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF
 DH8602'TWO WHITE PLASTIC WITNESS POSTS.   ---NOTE---THIS STATION HAS NO
 DH8602'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH8602'HORIZON.
 DH8602
 DH8602                          STATION RECOVERY (2010)
 DH8602
 DH8602'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4479 ***********************************************************************
 DJ4479  DESIGNATION -  4T07
 DJ4479  PID         -  DJ4479
 DJ4479  STATE/COUNTY-  WI/JACKSON
 DJ4479  COUNTRY     -  US
 DJ4479  USGS QUAD   -  WARRENS WEST (2018)
 DJ4479
 DJ4479                         *CURRENT SURVEY CONTROL
 DJ4479  ______________________________________________________________________
 DJ4479* NAD 83(1986) POSITION- 44 14 54.09   (N) 090 34 42.03   (W)   HD_HELD1
 DJ4479* NAVD 88 ORTHO HEIGHT -   326.374 (meters)     1070.78  (feet) ADJUSTED
 DJ4479  ______________________________________________________________________
 DJ4479  GEOID HEIGHT    -        -33.745 (meters)                     GEOID18
 DJ4479  DYNAMIC HEIGHT  -        326.312 (meters)     1070.58  (feet) COMP
 DJ4479  MODELED GRAVITY -    980,419.8   (mgal)                       NAVD 88
 DJ4479
 DJ4479  VERT ORDER      -  SECOND    CLASS I
 DJ4479
 DJ4479.The horizontal coordinates were determined by differentially corrected
 DJ4479.hand held GPS observations or other comparable positioning techniques
 DJ4479.and have an estimated accuracy of +/- 3 meters.
 DJ4479
 DJ4479.The orthometric height was determined by differential leveling and
 DJ4479.adjusted by the WI DEPT OF TRANSP
 DJ4479.in May 2012.
 DJ4479
 DJ4479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4479.GEOID18 height accuracy estimate available here.
 DJ4479
 DJ4479.Click photographs - Photos may exist for this station.
 DJ4479
 DJ4479.The dynamic height is computed by dividing the NAVD 88
 DJ4479.geopotential number by the normal gravity value computed on the
 DJ4479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4479.degrees latitude (g = 980.6199 gals.).
 DJ4479
 DJ4479.The modeled gravity was interpolated from observed gravity values.
 DJ4479
 DJ4479;                    North         East    Units  Estimated Accuracy
 DJ4479;SPC WI C     -    46,281.4     553,807.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4479
 DJ4479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9334402309(NAD 83)
 DJ4479
 DJ4479                          SUPERSEDED SURVEY CONTROL
 DJ4479
 DJ4479  NAVD 88 (07/08/08)  326.361  (m)         1070.74   (f) SUPERSEDED  2 1
 DJ4479
 DJ4479.Superseded values are not recommended for survey control.
 DJ4479
 DJ4479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4479.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4479
 DJ4479_MARKER: DD = SURVEY DISK
 DJ4479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4479_STAMPING: 4T07 2005
 DJ4479_MARK LOGO: WIDT
 DJ4479_PROJECTION: FLUSH
 DJ4479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4479+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2011
 DJ4479
 DJ4479  HISTORY     - Date     Condition        Report By
 DJ4479  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4479  HISTORY     - 20060725 GOOD             WIDT
 DJ4479  HISTORY     - 20110824 GOOD             WIDT
 DJ4479
 DJ4479                          STATION DESCRIPTION
 DJ4479
 DJ4479'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4479'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4479'COUNTY HIGHWAY O (EXIT 128) IN THE COMMUNITY OF MILLSTON, GO EAST ON
 DJ4479'COUNTY HIGHWAY O FOR 0.35 MI (0.6 KM) TO NORTH SETTLEMENT ROAD ON THE
 DJ4479'LEFT, TURN LEFT AND GO NORTH THEN NORTHEAST ON NORTH SETTLEMENT ROAD
 DJ4479'FOR 5.0 MI (8.0 KM) TO YONKERS ROAD ON THE RIGHT AND THE STATION ON
 DJ4479'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4479'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4479'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4479'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DJ4479'14.5 M (47.6 FT) EAST OF THE CENTER OF NORTH SETTLEMENT ROAD, 8.5 M
 DJ4479'(27.9 FT) NORTH OF THE CENTER OF YONKERS ROAD, 6.0 M (19.7 FT)
 DJ4479'NORTHWEST OF A METAL POST FOR A --STOP-- SIGN, AND 1.0 M (3.3 FT)
 DJ4479'NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4479'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4479
 DJ4479                          STATION RECOVERY (2011)
 DJ4479
 DJ4479'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8601 ***********************************************************************
 DH8601  DESIGNATION -  4T08
 DH8601  PID         -  DH8601
 DH8601  STATE/COUNTY-  WI/WOOD
 DH8601  COUNTRY     -  US
 DH8601  USGS QUAD   -  NEKOOSA (2018)
 DH8601
 DH8601                         *CURRENT SURVEY CONTROL
 DH8601  ______________________________________________________________________
 DH8601* NAD 83(1986) POSITION- 44 17 46.3    (N) 089 57 46.4    (W)   HD_HELD2
 DH8601* NAVD 88 ORTHO HEIGHT -   298.292 (meters)      978.65  (feet) ADJUSTED
 DH8601  ______________________________________________________________________
 DH8601  GEOID HEIGHT    -        -35.010 (meters)                     GEOID18
 DH8601  DYNAMIC HEIGHT  -        298.239 (meters)      978.47  (feet) COMP
 DH8601  MODELED GRAVITY -    980,433.3   (mgal)                       NAVD 88
 DH8601
 DH8601  VERT ORDER      -  SECOND    CLASS I
 DH8601
 DH8601.The horizontal coordinates were established by autonomous hand held GPS
 DH8601.observations and have an estimated accuracy of +/- 10 meters.
 DH8601
 DH8601.The orthometric height was determined by differential leveling and
 DH8601.adjusted by the WI DEPT OF TRANSP
 DH8601.in May 2012.
 DH8601
 DH8601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8601.GEOID18 height accuracy estimate available here.
 DH8601
 DH8601.Click photographs - Photos may exist for this station.
 DH8601
 DH8601.The dynamic height is computed by dividing the NAVD 88
 DH8601.geopotential number by the normal gravity value computed on the
 DH8601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8601.degrees latitude (g = 980.6199 gals.).
 DH8601
 DH8601.The modeled gravity was interpolated from observed gravity values.
 DH8601
 DH8601;                    North         East    Units  Estimated Accuracy
 DH8601;SPC WI C     -    51,433.      602,962.      MT  (+/- 10 meters HH2 GPS)
 DH8601
 DH8601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6363509041(NAD 83)
 DH8601
 DH8601                          SUPERSEDED SURVEY CONTROL
 DH8601
 DH8601  NAVD 88 (04/20/07)  298.274  (m)          978.59   (f) SUPERSEDED  2 1
 DH8601
 DH8601.Superseded values are not recommended for survey control.
 DH8601
 DH8601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8601.See file dsdata.pdf to determine how the superseded data were derived.
 DH8601
 DH8601_MARKER: DD = SURVEY DISK
 DH8601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8601_STAMPING: 4T08 2004
 DH8601_MARK LOGO: WIDT
 DH8601_PROJECTION: FLUSH
 DH8601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8601+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2010
 DH8601
 DH8601  HISTORY     - Date     Condition        Report By
 DH8601  HISTORY     - 2004     MONUMENTED       WIDT
 DH8601  HISTORY     - 20100927 GOOD             WIDT
 DH8601
 DH8601                          STATION DESCRIPTION
 DH8601
 DH8601'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8601'OWNERSHIP--WOOD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8601'COUNTY HIGHWAY G WITH COUNTY HIGHWAY GG ABOUT 3 MI (4.83 KM) WEST OF
 DH8601'THE CITY OF NEKOOSA, GO SOUTH ON COUNTY HIGHWAY G FOR 0.7 MI (1.13 KM)
 DH8601'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8601'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8601'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW
 DH8601'THE HIGHWAY PAVEMENT.  THE STATION IS 9.7 M (31.8 FT) WEST OF THE
 DH8601'CENTERLINE OF COUNTY HIGHWAY G, 39.0 M (128.0 FT) NORTHWEST OF A
 DH8601'TELEPHONE PEDESTAL, 29.7 M (97.4 FT) SOUTHWEST OF POWERPOLE --21-5-18
 DH8601'0/13--, 1.0 M (3.3 FT) WEST, SOUTHEAST, AND NORTHEAST OF THREE WHITE
 DH8601'PLASTIC WITNESS POSTS, AND 0.7 M (2.3 FT) EAST OF AN ELECTRIC FENCE.
 DH8601'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8601'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8601
 DH8601                          STATION RECOVERY (2010)
 DH8601
 DH8601'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8601'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.22 MILE NORTH OF
 DH8601'LYNN HILL ROAD AND 14.3 M SOUTH OF A WOOD CORNER FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4478 ***********************************************************************
 DJ4478  DESIGNATION -  4T08
 DJ4478  PID         -  DJ4478
 DJ4478  STATE/COUNTY-  WI/JACKSON
 DJ4478  COUNTRY     -  US
 DJ4478  USGS QUAD   -  HATFIELD SE (2018)
 DJ4478
 DJ4478                         *CURRENT SURVEY CONTROL
 DJ4478  ______________________________________________________________________
 DJ4478* NAD 83(1986) POSITION- 44 16 53.42   (N) 090 34 25.11   (W)   HD_HELD1
 DJ4478* NAVD 88 ORTHO HEIGHT -   301.269 (meters)      988.41  (feet) ADJUSTED
 DJ4478  ______________________________________________________________________
 DJ4478  GEOID HEIGHT    -        -33.720 (meters)                     GEOID18
 DJ4478  DYNAMIC HEIGHT  -        301.213 (meters)      988.23  (feet) COMP
 DJ4478  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 DJ4478
 DJ4478  VERT ORDER      -  SECOND    CLASS I
 DJ4478
 DJ4478.The horizontal coordinates were determined by differentially corrected
 DJ4478.hand held GPS observations or other comparable positioning techniques
 DJ4478.and have an estimated accuracy of +/- 3 meters.
 DJ4478
 DJ4478.The orthometric height was determined by differential leveling and
 DJ4478.adjusted by the WI DEPT OF TRANSP
 DJ4478.in May 2012.
 DJ4478
 DJ4478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4478.GEOID18 height accuracy estimate available here.
 DJ4478
 DJ4478.Click photographs - Photos may exist for this station.
 DJ4478
 DJ4478.The dynamic height is computed by dividing the NAVD 88
 DJ4478.geopotential number by the normal gravity value computed on the
 DJ4478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4478.degrees latitude (g = 980.6199 gals.).
 DJ4478
 DJ4478.The modeled gravity was interpolated from observed gravity values.
 DJ4478
 DJ4478;                    North         East    Units  Estimated Accuracy
 DJ4478;SPC WI C     -    49,961.9     554,209.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4478
 DJ4478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9361006002(NAD 83)
 DJ4478
 DJ4478                          SUPERSEDED SURVEY CONTROL
 DJ4478
 DJ4478  NAVD 88 (07/08/08)  301.255  (m)          988.37   (f) SUPERSEDED  2 1
 DJ4478
 DJ4478.Superseded values are not recommended for survey control.
 DJ4478
 DJ4478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4478.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4478
 DJ4478_MARKER: DD = SURVEY DISK
 DJ4478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4478_STAMPING: 4T08 2005
 DJ4478_MARK LOGO: WIDT
 DJ4478_PROJECTION: FLUSH
 DJ4478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4478+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2011
 DJ4478
 DJ4478  HISTORY     - Date     Condition        Report By
 DJ4478  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4478  HISTORY     - 20060725 GOOD             WIDT
 DJ4478  HISTORY     - 20110824 GOOD             WIDT
 DJ4478
 DJ4478                          STATION DESCRIPTION
 DJ4478
 DJ4478'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4478'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4478'HIGHWAY K ABOUT 5 MI (8.0 KM) NORTHEAST OF THE CITY OF BLACK RIVER
 DJ4478'FALLS, GO EAST ON STATE HIGHWAY 54 FOR 7.65 MI (12.3 KM) TO NORTH
 DJ4478'SETTLEMENT ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON NORTH
 DJ4478'SETTLEMENT ROAD FOR 2.7 MI (4.3 KM) TO POTTER ROAD ON THE LEFT,
 DJ4478'CONTINUE SOUTH ON NORTH SETTLEMENT ROAD FOR 2.1 MI (3.4 KM) TO THE
 DJ4478'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4478'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4478'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4478'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8
 DJ4478'M (26.2 FT) WEST OF THE CENTER OF NORTH SETTLEMENT ROAD, 98 M (321.5
 DJ4478'FT) SOUTH OF A TRACK ROAD LEADING WEST, 49.3 M (161.7 FT)
 DJ4478'SOUTH-SOUTHWEST OF A GREEN METAL POST FOR A --CURVE AHEAD / 20 MPH--
 DJ4478'SIGN, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A WHITE
 DJ4478'PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DJ4478'OBSERVATIONS.
 DJ4478
 DJ4478                          STATION RECOVERY (2011)
 DJ4478
 DJ4478'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4450 ***********************************************************************
 DJ4450  DESIGNATION -  4T46
 DJ4450  PID         -  DJ4450
 DJ4450  STATE/COUNTY-  WI/WOOD
 DJ4450  COUNTRY     -  US
 DJ4450  USGS QUAD   -  BABCOCK (2018)
 DJ4450
 DJ4450                         *CURRENT SURVEY CONTROL
 DJ4450  ______________________________________________________________________
 DJ4450* NAD 83(1986) POSITION- 44 19 53.81   (N) 090 06 36.35   (W)   HD_HELD1
 DJ4450* NAVD 88 ORTHO HEIGHT -   298.884 (meters)      980.59  (feet) ADJUSTED
 DJ4450  ______________________________________________________________________
 DJ4450  GEOID HEIGHT    -        -34.712 (meters)                     GEOID18
 DJ4450  DYNAMIC HEIGHT  -        298.831 (meters)      980.41  (feet) COMP
 DJ4450  MODELED GRAVITY -    980,433.1   (mgal)                       NAVD 88
 DJ4450
 DJ4450  VERT ORDER      -  SECOND    CLASS I
 DJ4450
 DJ4450.The horizontal coordinates were determined by differentially corrected
 DJ4450.hand held GPS observations or other comparable positioning techniques
 DJ4450.and have an estimated accuracy of +/- 3 meters.
 DJ4450
 DJ4450.The orthometric height was determined by differential leveling and
 DJ4450.adjusted by the WI DEPT OF TRANSP
 DJ4450.in May 2012.
 DJ4450
 DJ4450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4450.GEOID18 height accuracy estimate available here.
 DJ4450
 DJ4450.Click photographs - Photos may exist for this station.
 DJ4450
 DJ4450.The dynamic height is computed by dividing the NAVD 88
 DJ4450.geopotential number by the normal gravity value computed on the
 DJ4450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4450.degrees latitude (g = 980.6199 gals.).
 DJ4450
 DJ4450.The modeled gravity was interpolated from observed gravity values.
 DJ4450
 DJ4450;                    North         East    Units  Estimated Accuracy
 DJ4450;SPC WI C     -    55,374.0     591,219.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4450
 DJ4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3040312767(NAD 83)
 DJ4450
 DJ4450                          SUPERSEDED SURVEY CONTROL
 DJ4450
 DJ4450  NAVD 88 (07/08/08)  298.870  (m)          980.54   (f) SUPERSEDED  2 1
 DJ4450
 DJ4450.Superseded values are not recommended for survey control.
 DJ4450
 DJ4450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4450.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4450
 DJ4450_MARKER: DD = SURVEY DISK
 DJ4450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4450_STAMPING: 4T46 2005
 DJ4450_MARK LOGO: WIDT
 DJ4450_PROJECTION: FLUSH
 DJ4450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4450+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2010
 DJ4450
 DJ4450  HISTORY     - Date     Condition        Report By
 DJ4450  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4450  HISTORY     - 20060707 GOOD             WIDT
 DJ4450  HISTORY     - 20101005 GOOD             WIDT
 DJ4450
 DJ4450                          STATION DESCRIPTION
 DJ4450
 DJ4450'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4450'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80 WITH STATE
 DJ4450'HIGHWAY 54 EAST ABOUT 5 MI (8.0 KM) SOUTH OF THE CITY OF PITTSVILLE,
 DJ4450'GO SOUTH ON STATE HIGHWAY 80 FOR 1.55 MI (2.5 KM) TO LONESOME ROAD ON
 DJ4450'THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 80 FOR 0.8 MI (1.3 KM) TO
 DJ4450'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DJ4450'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DJ4450'OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED
 DJ4450'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DJ4450'STATION IS 15.3 M (50.2 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4450'80, 32 M (105.0 FT) NORTH OF A PRIVATE ENTRANCE --2360--, AND 1.0 M
 DJ4450'(3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DJ4450'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4450'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DJ4450
 DJ4450                          STATION RECOVERY (2010)
 DJ4450
 DJ4450'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4909 ***********************************************************************
 DJ4909  DESIGNATION -  4T47
 DJ4909  PID         -  DJ4909
 DJ4909  STATE/COUNTY-  WI/WOOD
 DJ4909  COUNTRY     -  US
 DJ4909  USGS QUAD   -  BABCOCK (2018)
 DJ4909
 DJ4909                         *CURRENT SURVEY CONTROL
 DJ4909  ______________________________________________________________________
 DJ4909* NAD 83(1986) POSITION- 44 21 01.19   (N) 090 06 41.24   (W)   HD_HELD1
 DJ4909* NAVD 88 ORTHO HEIGHT -   299.826 (meters)      983.68  (feet) ADJUSTED
 DJ4909  ______________________________________________________________________
 DJ4909  GEOID HEIGHT    -        -34.685 (meters)                     GEOID18
 DJ4909  DYNAMIC HEIGHT  -        299.773 (meters)      983.51  (feet) COMP
 DJ4909  MODELED GRAVITY -    980,436.5   (mgal)                       NAVD 88
 DJ4909
 DJ4909  VERT ORDER      -  SECOND    CLASS I
 DJ4909
 DJ4909.The horizontal coordinates were determined by differentially corrected
 DJ4909.hand held GPS observations or other comparable positioning techniques
 DJ4909.and have an estimated accuracy of +/- 3 meters.
 DJ4909
 DJ4909.The orthometric height was determined by differential leveling and
 DJ4909.adjusted by the WI DEPT OF TRANSP
 DJ4909.in May 2012.
 DJ4909
 DJ4909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4909.GEOID18 height accuracy estimate available here.
 DJ4909
 DJ4909.Click photographs - Photos may exist for this station.
 DJ4909
 DJ4909.The dynamic height is computed by dividing the NAVD 88
 DJ4909.geopotential number by the normal gravity value computed on the
 DJ4909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4909.degrees latitude (g = 980.6199 gals.).
 DJ4909
 DJ4909.The modeled gravity was interpolated from observed gravity values.
 DJ4909
 DJ4909;                    North         East    Units  Estimated Accuracy
 DJ4909;SPC WI C     -    57,453.9     591,113.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4909
 DJ4909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3022114842(NAD 83)
 DJ4909
 DJ4909                          SUPERSEDED SURVEY CONTROL
 DJ4909
 DJ4909  NAVD 88 (07/08/08)  299.811  (m)          983.63   (f) SUPERSEDED  2 1
 DJ4909
 DJ4909.Superseded values are not recommended for survey control.
 DJ4909
 DJ4909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4909.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4909
 DJ4909_MARKER: DD = SURVEY DISK
 DJ4909_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4909_SP_SET: BRIDGE ABUTMENT
 DJ4909_STAMPING: 4T47 2005
 DJ4909_MARK LOGO: WIDT
 DJ4909_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4909+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2010
 DJ4909
 DJ4909  HISTORY     - Date     Condition        Report By
 DJ4909  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4909  HISTORY     - 20060706 GOOD             WIDT
 DJ4909  HISTORY     - 20101005 GOOD             WIDT
 DJ4909
 DJ4909                          STATION DESCRIPTION
 DJ4909
 DJ4909'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4909'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80 WITH STATE
 DJ4909'HIGHWAY 54 EAST ABOUT 5 MI (8.0 KM) SOUTH OF THE CITY OF PITTSVILLE,
 DJ4909'GO SOUTH ON STATE HIGHWAY 80 FOR 1.05 MI (1.7 KM) TO A BRIDGE OVER A
 DJ4909'SMALL STREAM AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4909'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4909'DISK SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF THE
 DJ4909'BRIDGE --B-71-15-61--, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT, 5.9 M
 DJ4909'(19.4 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 80.  ---NOTE---THIS
 DJ4909'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4909
 DJ4909                          STATION RECOVERY (2010)
 DJ4909
 DJ4909'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4909'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.8 M NORTH OF A
 DJ4909'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4449 ***********************************************************************
 DJ4449  DESIGNATION -  4T48
 DJ4449  PID         -  DJ4449
 DJ4449  STATE/COUNTY-  WI/WOOD
 DJ4449  COUNTRY     -  US
 DJ4449  USGS QUAD   -  LAKE DEXTER (2018)
 DJ4449
 DJ4449                         *CURRENT SURVEY CONTROL
 DJ4449  ______________________________________________________________________
 DJ4449* NAD 83(1986) POSITION- 44 22 47.30   (N) 090 06 41.72   (W)   HD_HELD1
 DJ4449* NAVD 88 ORTHO HEIGHT -   303.420 (meters)      995.47  (feet) ADJUSTED
 DJ4449  ______________________________________________________________________
 DJ4449  GEOID HEIGHT    -        -34.654 (meters)                     GEOID18
 DJ4449  DYNAMIC HEIGHT  -        303.366 (meters)      995.29  (feet) COMP
 DJ4449  MODELED GRAVITY -    980,432.5   (mgal)                       NAVD 88
 DJ4449
 DJ4449  VERT ORDER      -  SECOND    CLASS I
 DJ4449
 DJ4449.The horizontal coordinates were determined by differentially corrected
 DJ4449.hand held GPS observations or other comparable positioning techniques
 DJ4449.and have an estimated accuracy of +/- 3 meters.
 DJ4449
 DJ4449.The orthometric height was determined by differential leveling and
 DJ4449.adjusted by the WI DEPT OF TRANSP
 DJ4449.in May 2012.
 DJ4449
 DJ4449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4449.GEOID18 height accuracy estimate available here.
 DJ4449
 DJ4449.Click photographs - Photos may exist for this station.
 DJ4449
 DJ4449.The dynamic height is computed by dividing the NAVD 88
 DJ4449.geopotential number by the normal gravity value computed on the
 DJ4449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4449.degrees latitude (g = 980.6199 gals.).
 DJ4449
 DJ4449.The modeled gravity was interpolated from observed gravity values.
 DJ4449
 DJ4449;                    North         East    Units  Estimated Accuracy
 DJ4449;SPC WI C     -    60,729.1     591,107.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4449
 DJ4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3009518116(NAD 83)
 DJ4449
 DJ4449                          SUPERSEDED SURVEY CONTROL
 DJ4449
 DJ4449  NAVD 88 (07/08/08)  303.406  (m)          995.42   (f) SUPERSEDED  2 1
 DJ4449
 DJ4449.Superseded values are not recommended for survey control.
 DJ4449
 DJ4449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4449.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4449
 DJ4449_MARKER: DD = SURVEY DISK
 DJ4449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4449_SP_SET: BRIDGE ABUTMENT
 DJ4449_STAMPING: 4T48 2005
 DJ4449_MARK LOGO: WIDT
 DJ4449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4449+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4449
 DJ4449  HISTORY     - Date     Condition        Report By
 DJ4449  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4449  HISTORY     - 20060906 GOOD             WIDT
 DJ4449  HISTORY     - 20101004 GOOD             WIDT
 DJ4449
 DJ4449                          STATION DESCRIPTION
 DJ4449
 DJ4449'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4449'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80 WITH STATE
 DJ4449'HIGHWAY 54 WEST IN THE COMMUNITY OF DEXTERVILLE, GO NORTH ON STATE
 DJ4449'HIGHWAY 80 FOR 0.15 MI (0.2 KM) TO A BRIDGE OVER OWL CREEK AND THE
 DJ4449'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4449'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4449'THE WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE --B-71-16-61--, ABOUT
 DJ4449'LEVEL WITH THE HIGHWAY PAVEMENT, 6.5 M (21.3 FT) WEST OF THE
 DJ4449'CENTERLINE OF STATE HIGHWAY 80.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4449'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4449
 DJ4449                          STATION RECOVERY (2010)
 DJ4449
 DJ4449'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4449'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M NORTH OF A
 DJ4449'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4891 ***********************************************************************
 DJ4891  DESIGNATION -  4T49
 DJ4891  PID         -  DJ4891
 DJ4891  STATE/COUNTY-  WI/WOOD
 DJ4891  COUNTRY     -  US
 DJ4891  USGS QUAD   -  PITTSVILLE (2018)
 DJ4891
 DJ4891                         *CURRENT SURVEY CONTROL
 DJ4891  ______________________________________________________________________
 DJ4891* NAD 83(1986) POSITION- 44 26 16.06   (N) 090 07 49.19   (W)   HD_HELD1
 DJ4891* NAVD 88 ORTHO HEIGHT -   311.237 (meters)     1021.12  (feet) ADJUSTED
 DJ4891  ______________________________________________________________________
 DJ4891  GEOID HEIGHT    -        -34.539 (meters)                     GEOID18
 DJ4891  DYNAMIC HEIGHT  -        311.182 (meters)     1020.94  (feet) COMP
 DJ4891  MODELED GRAVITY -    980,432.4   (mgal)                       NAVD 88
 DJ4891
 DJ4891  VERT ORDER      -  SECOND    CLASS I
 DJ4891
 DJ4891.The horizontal coordinates were determined by differentially corrected
 DJ4891.hand held GPS observations or other comparable positioning techniques
 DJ4891.and have an estimated accuracy of +/- 3 meters.
 DJ4891
 DJ4891.The orthometric height was determined by differential leveling and
 DJ4891.adjusted by the WI DEPT OF TRANSP
 DJ4891.in May 2012.
 DJ4891
 DJ4891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4891.GEOID18 height accuracy estimate available here.
 DJ4891
 DJ4891.Click photographs - Photos may exist for this station.
 DJ4891
 DJ4891.The dynamic height is computed by dividing the NAVD 88
 DJ4891.geopotential number by the normal gravity value computed on the
 DJ4891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4891.degrees latitude (g = 980.6199 gals.).
 DJ4891
 DJ4891.The modeled gravity was interpolated from observed gravity values.
 DJ4891
 DJ4891;                    North         East    Units  Estimated Accuracy
 DJ4891;SPC WI C     -    67,174.8     589,624.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4891
 DJ4891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2837624505(NAD 83)
 DJ4891
 DJ4891                          SUPERSEDED SURVEY CONTROL
 DJ4891
 DJ4891  NAVD 88 (07/08/08)  311.222  (m)         1021.07   (f) SUPERSEDED  2 1
 DJ4891
 DJ4891.Superseded values are not recommended for survey control.
 DJ4891
 DJ4891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4891.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4891
 DJ4891_MARKER: DD = SURVEY DISK
 DJ4891_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4891_SP_SET: 37NBRIDGE PARAPET WALL
 DJ4891_STAMPING: 4T49 2005
 DJ4891_MARK LOGO: WIDT
 DJ4891_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4891+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4891
 DJ4891  HISTORY     - Date     Condition        Report By
 DJ4891  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4891  HISTORY     - 20060630 GOOD             WIDT
 DJ4891  HISTORY     - 20101004 GOOD             WIDT
 DJ4891
 DJ4891                          STATION DESCRIPTION
 DJ4891
 DJ4891'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4891'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80 (2ND
 DJ4891'AVENUE) WITH COUNTY HIGHWAY E (VEEDUM STREET) TO THE WEST AND
 DJ4891'JEFFERSON STREET TO THE EAST IN THE CITY OF PITTSVILLE, GO WEST ON
 DJ4891'COUNTY HIGHWAY E (VEEDUM STREET) FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER
 DJ4891'THE YELLOW RIVER AND THE STATION ON THE RIGHT.
 DJ4891'
 DJ4891'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4891'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DJ4891'THE NORTH PARAPET WALL OF THE BRIDGE --B-71-31-69--, ABOUT 0.5 M (1.6
 DJ4891'FT) ABOVE THE HIGHWAY PAVEMENT,
 DJ4891'
 DJ4891'6.9 M (22.6 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY E (VEEDUM
 DJ4891'STREET).
 DJ4891'
 DJ4891'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4891
 DJ4891                          STATION RECOVERY (2010)
 DJ4891
 DJ4891'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4891'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 2.0 M WEST OF A
 DJ4891'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4890 ***********************************************************************
 DJ4890  DESIGNATION -  4T51
 DJ4890  PID         -  DJ4890
 DJ4890  STATE/COUNTY-  WI/WOOD
 DJ4890  COUNTRY     -  US
 DJ4890  USGS QUAD   -  PITTSVILLE (2018)
 DJ4890
 DJ4890                         *CURRENT SURVEY CONTROL
 DJ4890  ______________________________________________________________________
 DJ4890* NAD 83(1986) POSITION- 44 29 36.16   (N) 090 09 37.55   (W)   HD_HELD1
 DJ4890* NAVD 88 ORTHO HEIGHT -   326.547 (meters)     1071.35  (feet) ADJUSTED
 DJ4890  ______________________________________________________________________
 DJ4890  GEOID HEIGHT    -        -34.349 (meters)                     GEOID18
 DJ4890  DYNAMIC HEIGHT  -        326.491 (meters)     1071.16  (feet) COMP
 DJ4890  MODELED GRAVITY -    980,439.4   (mgal)                       NAVD 88
 DJ4890
 DJ4890  VERT ORDER      -  SECOND    CLASS I
 DJ4890
 DJ4890.The horizontal coordinates were determined by differentially corrected
 DJ4890.hand held GPS observations or other comparable positioning techniques
 DJ4890.and have an estimated accuracy of +/- 3 meters.
 DJ4890
 DJ4890.The orthometric height was determined by differential leveling and
 DJ4890.adjusted by the WI DEPT OF TRANSP
 DJ4890.in May 2012.
 DJ4890
 DJ4890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4890.GEOID18 height accuracy estimate available here.
 DJ4890
 DJ4890.Click photographs - Photos may exist for this station.
 DJ4890
 DJ4890.The dynamic height is computed by dividing the NAVD 88
 DJ4890.geopotential number by the normal gravity value computed on the
 DJ4890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4890.degrees latitude (g = 980.6199 gals.).
 DJ4890
 DJ4890.The modeled gravity was interpolated from observed gravity values.
 DJ4890
 DJ4890;                    North         East    Units  Estimated Accuracy
 DJ4890;SPC WI C     -    73,355.4     587,240.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4890
 DJ4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2576630595(NAD 83)
 DJ4890
 DJ4890                          SUPERSEDED SURVEY CONTROL
 DJ4890
 DJ4890  NAVD 88 (07/08/08)  326.531  (m)         1071.29   (f) SUPERSEDED  2 1
 DJ4890
 DJ4890.Superseded values are not recommended for survey control.
 DJ4890
 DJ4890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4890.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4890
 DJ4890_MARKER: DD = SURVEY DISK
 DJ4890_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4890_SP_SET: BRIDGE WINGWALL
 DJ4890_STAMPING: 4T51 2005
 DJ4890_MARK LOGO: WIDT
 DJ4890_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4890+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4890
 DJ4890  HISTORY     - Date     Condition        Report By
 DJ4890  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4890  HISTORY     - 20060627 GOOD             WIDT
 DJ4890  HISTORY     - 20101004 GOOD             WIDT
 DJ4890
 DJ4890                          STATION DESCRIPTION
 DJ4890
 DJ4890'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4890'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DJ4890'HIGHWAY C ABOUT 4 MI (6.4 KM) NORTHWEST OF THE CITY OF PITTSVILLE, GO
 DJ4890'EAST ON COUNTY HIGHWAY C FOR 0.95 MI (1.5 KM) TO POLISH ROAD, TURN
 DJ4890'LEFT AND GO NORTH ON POLISH ROAD FOR 0.75 MI (1.2 KM) TO A BRIDGE OVER
 DJ4890'ROCKY CREEK AND THE STATION ON THE RIGHT.
 DJ4890'
 DJ4890'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4890'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4890'WING WALL OF THE BRIDGE, ABOUT LEVEL WITH THE ROAD PAVEMENT,
 DJ4890'
 DJ4890'4.0 M (13.1 FT) EAST OF THE CENTERLINE OF POLISH ROAD.
 DJ4890'
 DJ4890'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4890
 DJ4890                          STATION RECOVERY (2010)
 DJ4890
 DJ4890'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4890'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.5 M SOUTHWEST OF
 DJ4890'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8582 ***********************************************************************
 DH8582  DESIGNATION -  4U01
 DH8582  PID         -  DH8582
 DH8582  STATE/COUNTY-  WI/WAUSHARA
 DH8582  COUNTRY     -  US
 DH8582  USGS QUAD   -  COLOMA (2018)
 DH8582
 DH8582                         *CURRENT SURVEY CONTROL
 DH8582  ______________________________________________________________________
 DH8582* NAD 83(1986) POSITION- 44 01 39.1    (N) 089 31 19.6    (W)   HD_HELD2
 DH8582* NAVD 88 ORTHO HEIGHT -   313.184 (meters)     1027.50  (feet) ADJUSTED
 DH8582  ______________________________________________________________________
 DH8582  GEOID HEIGHT    -        -35.980 (meters)                     GEOID18
 DH8582  DYNAMIC HEIGHT  -        313.112 (meters)     1027.27  (feet) COMP
 DH8582  MODELED GRAVITY -    980,382.3   (mgal)                       NAVD 88
 DH8582
 DH8582  VERT ORDER      -  SECOND    CLASS I
 DH8582
 DH8582.The horizontal coordinates were established by autonomous hand held GPS
 DH8582.observations and have an estimated accuracy of +/- 10 meters.
 DH8582
 DH8582.The orthometric height was determined by differential leveling and
 DH8582.adjusted by the WI DEPT OF TRANSP
 DH8582.in May 2012.
 DH8582
 DH8582.No vertical observational check was made to the station.
 DH8582
 DH8582.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8582.GEOID18 height accuracy estimate available here.
 DH8582
 DH8582.Click photographs - Photos may exist for this station.
 DH8582
 DH8582.The dynamic height is computed by dividing the NAVD 88
 DH8582.geopotential number by the normal gravity value computed on the
 DH8582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8582.degrees latitude (g = 980.6199 gals.).
 DH8582
 DH8582.The modeled gravity was interpolated from observed gravity values.
 DH8582
 DH8582;                    North         East    Units  Estimated Accuracy
 DH8582;SPC WI S     -   225,356.      638,311.      MT  (+/- 10 meters HH2 GPS)
 DH8582
 DH8582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9788378023(NAD 83)
 DH8582
 DH8582                          SUPERSEDED SURVEY CONTROL
 DH8582
 DH8582  NAVD 88 (04/20/07)  313.163  (m)         1027.44   (f) SUPERSEDED  2 1
 DH8582
 DH8582.Superseded values are not recommended for survey control.
 DH8582
 DH8582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8582.See file dsdata.pdf to determine how the superseded data were derived.
 DH8582
 DH8582_MARKER: DD = SURVEY DISK
 DH8582_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8582_SP_SET: BRIDGE PIER
 DH8582_STAMPING: 4U01 2004
 DH8582_MARK LOGO: WIDT
 DH8582_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8582+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8582
 DH8582  HISTORY     - Date     Condition        Report By
 DH8582  HISTORY     - 2004     MONUMENTED       WIDT
 DH8582  HISTORY     - 20071128 GOOD             WIDT
 DH8582
 DH8582                          STATION DESCRIPTION
 DH8582
 DH8582'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8582'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8582'STATION FROM THE JUNCTION OF STATE HIGHWAY 21 (FOLLETT DRIVE) WITH
 DH8582'COUNTY HIGHWAY CH (FRONT STREET) IN THE VILLAGE OF COLOMA, GO SOUTH ON
 DH8582'COUNTY HIGHWAY CH FOR 0.5 MI (0.8 KM) TO THE UNDERPASS OF COUNTY
 DH8582'HIGHWAY CH UNDER INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 AND THE
 DH8582'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8582'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE WEST
 DH8582'FACE OF THE SOUTHERN MOST PILLAR OF THE EASTERN MOST PIER OF BRIDGE
 DH8582'--B-69-7-98-- ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DH8582'STATION IS 5.7 M (18.7 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY CH
 DH8582'AND 6.5 M (21.3 FT) NORTH OF A WOOD POST FOR A --SPEED LIMIT 25--
 DH8582'SIGN. ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 DH8582'TO ALL QUADRANTS BEING BLOCKED HIGHER THAN 25 DEGREES ABOVE THE
 DH8582'HORIZON AND BEING SET VERTICALLY.
 DH8582
 DH8582                          STATION RECOVERY (2007)
 DH8582
 DH8582'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8582'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M NORTH OF A
 DH8582'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8581 ***********************************************************************
 DH8581  DESIGNATION -  4U02
 DH8581  PID         -  DH8581
 DH8581  STATE/COUNTY-  WI/WAUSHARA
 DH8581  COUNTRY     -  US
 DH8581  USGS QUAD   -  COLOMA (2018)
 DH8581
 DH8581                         *CURRENT SURVEY CONTROL
 DH8581  ______________________________________________________________________
 DH8581* NAD 83(1986) POSITION- 44 03 04.0    (N) 089 31 19.5    (W)   HD_HELD2
 DH8581* NAVD 88 ORTHO HEIGHT -   335.234 (meters)     1099.85  (feet) ADJUSTED
 DH8581  ______________________________________________________________________
 DH8581  GEOID HEIGHT    -        -35.993 (meters)                     GEOID18
 DH8581  DYNAMIC HEIGHT  -        335.156 (meters)     1099.59  (feet) COMP
 DH8581  MODELED GRAVITY -    980,377.2   (mgal)                       NAVD 88
 DH8581
 DH8581  VERT ORDER      -  SECOND    CLASS I
 DH8581
 DH8581.The horizontal coordinates were established by autonomous hand held GPS
 DH8581.observations and have an estimated accuracy of +/- 10 meters.
 DH8581
 DH8581.The orthometric height was determined by differential leveling and
 DH8581.adjusted by the WI DEPT OF TRANSP
 DH8581.in May 2012.
 DH8581
 DH8581.No vertical observational check was made to the station.
 DH8581
 DH8581.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8581.GEOID18 height accuracy estimate available here.
 DH8581
 DH8581.Click photographs - Photos may exist for this station.
 DH8581
 DH8581.The dynamic height is computed by dividing the NAVD 88
 DH8581.geopotential number by the normal gravity value computed on the
 DH8581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8581.degrees latitude (g = 980.6199 gals.).
 DH8581
 DH8581.The modeled gravity was interpolated from observed gravity values.
 DH8581
 DH8581;                    North         East    Units  Estimated Accuracy
 DH8581;SPC WI S     -   227,976.      638,299.      MT  (+/- 10 meters HH2 GPS)
 DH8581
 DH8581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9796580642(NAD 83)
 DH8581
 DH8581                          SUPERSEDED SURVEY CONTROL
 DH8581
 DH8581  NAVD 88 (04/20/07)  335.213  (m)         1099.78   (f) SUPERSEDED  2 1
 DH8581
 DH8581.Superseded values are not recommended for survey control.
 DH8581
 DH8581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8581.See file dsdata.pdf to determine how the superseded data were derived.
 DH8581
 DH8581_MARKER: DD = SURVEY DISK
 DH8581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8581_STAMPING: 4U02 2004
 DH8581_MARK LOGO: WIDT
 DH8581_PROJECTION: FLUSH
 DH8581_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8581+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8581
 DH8581  HISTORY     - Date     Condition        Report By
 DH8581  HISTORY     - 2004     MONUMENTED       WIDT
 DH8581  HISTORY     - 20071128 GOOD             WIDT
 DH8581
 DH8581                          STATION DESCRIPTION
 DH8581
 DH8581'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8581'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8581'STATE HIGHWAY 21 (FOLLETT DRIVE) WITH COUNTY G HIGHWAY FF (SLATER
 DH8581'STREET) IN THE VILLAGE OF COLOMA, GO NORTHERLY ON COUNTY HIGHWAY FF
 DH8581'(SLATER STREET) FOR 1.1 MI (1.77 KM) TO THE STATION ON THE RIGHT.  THE
 DH8581'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8581'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8581'CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DH8581'STATION IS 5.8 M (19.0 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DH8581'FF, 35 M (114.8 FT) NORTH OF THE EXTENDED CENTERLINE OF PRIVATE
 DH8581'ENTRANCE --N2001--, 22 M (72.2 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 DH8581'PRIVATE ENTRANCE --N2015--, 0.9 M (3.0 FT) NORTH OF A WHITE PLASTIC
 DH8581'WITNESS POST AND 0.9 M (3.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DH8581'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8581'THAN 20 DEGREES ABOVE THE HORIZON.
 DH8581
 DH8581                          STATION RECOVERY (2007)
 DH8581
 DH8581'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8581'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DH8581'STATION ARE TREES TO THE SOUTHEAST EXTENDING TO 20 DEGREES AND TREES
 DH8581'IN THE WEST QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8580 ***********************************************************************
 DH8580  DESIGNATION -  4U03
 DH8580  PID         -  DH8580
 DH8580  STATE/COUNTY-  WI/WAUSHARA
 DH8580  COUNTRY     -  US
 DH8580  USGS QUAD   -  COLOMA (2018)
 DH8580
 DH8580                         *CURRENT SURVEY CONTROL
 DH8580  ______________________________________________________________________
 DH8580* NAD 83(1986) POSITION- 44 06 43.0    (N) 089 31 57.4    (W)   HD_HELD2
 DH8580* NAVD 88 ORTHO HEIGHT -   335.540 (meters)     1100.85  (feet) ADJUSTED
 DH8580  ______________________________________________________________________
 DH8580  GEOID HEIGHT    -        -35.984 (meters)                     GEOID18
 DH8580  DYNAMIC HEIGHT  -        335.464 (meters)     1100.60  (feet) COMP
 DH8580  MODELED GRAVITY -    980,383.4   (mgal)                       NAVD 88
 DH8580
 DH8580  VERT ORDER      -  SECOND    CLASS I
 DH8580
 DH8580.The horizontal coordinates were established by autonomous hand held GPS
 DH8580.observations and have an estimated accuracy of +/- 10 meters.
 DH8580
 DH8580.The orthometric height was determined by differential leveling and
 DH8580.adjusted by the WI DEPT OF TRANSP
 DH8580.in May 2012.
 DH8580
 DH8580.No vertical observational check was made to the station.
 DH8580
 DH8580.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8580.GEOID18 height accuracy estimate available here.
 DH8580
 DH8580.Click photographs - Photos may exist for this station.
 DH8580
 DH8580.The dynamic height is computed by dividing the NAVD 88
 DH8580.geopotential number by the normal gravity value computed on the
 DH8580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8580.degrees latitude (g = 980.6199 gals.).
 DH8580
 DH8580.The modeled gravity was interpolated from observed gravity values.
 DH8580
 DH8580;                    North         East    Units  Estimated Accuracy
 DH8580;SPC WI S     -   234,730.      637,417.      MT  (+/- 10 meters HH2 GPS)
 DH8580
 DH8580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9733087425(NAD 83)
 DH8580
 DH8580                          SUPERSEDED SURVEY CONTROL
 DH8580
 DH8580  NAVD 88 (04/20/07)  335.519  (m)         1100.78   (f) SUPERSEDED  2 1
 DH8580
 DH8580.Superseded values are not recommended for survey control.
 DH8580
 DH8580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8580.See file dsdata.pdf to determine how the superseded data were derived.
 DH8580
 DH8580_MARKER: DD = SURVEY DISK
 DH8580_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8580_SP_SET: BRIDGE PIER
 DH8580_STAMPING: 4U03 2004
 DH8580_MARK LOGO: WIDT
 DH8580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8580+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8580
 DH8580  HISTORY     - Date     Condition        Report By
 DH8580  HISTORY     - 2004     MONUMENTED       WIDT
 DH8580  HISTORY     - 20071128 GOOD             WIDT
 DH8580
 DH8580                          STATION DESCRIPTION
 DH8580
 DH8580'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8580'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8580'LOCATED IN THE OVERPASS OF COUNTY HIGHWAY C OVER INTERSTATE HIGHWAY 39
 DH8580'AND US HIGHWAY 51 ABOUT 6 MI (9.66 KM) NORTH OF THE VILLAGE OF COLOMA,
 DH8580'THE STATION IS SET IN THE BRIDGE PIER.  THE STATION IS A BRONZE
 DH8580'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8580'DISK SET IN THE WEST FACE OF THE CENTER PILLAR OF A PIER FOR A COUNTY
 DH8580'HIGHWAY C BRIDGE OVER INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 ABOUT 1
 DH8580'M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 14.5 M (47.6
 DH8580'FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF INTERSTATE
 DH8580'HIGHWAY 39 AND US HIGHWAY 51. ---NOTE---THIS STATION IS NOT SUITABLE
 DH8580'FOR GPS OBSERVATIONS DUE TO ALL QUADRANTS BEING BLOCKED HIGHER THAN 25
 DH8580'DEGREES ABOVE THE HORIZON AND BEING SET VETICALLY.
 DH8580
 DH8580                          STATION RECOVERY (2007)
 DH8580
 DH8580'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8580'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH OF A
 DH8580'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8579 ***********************************************************************
 DH8579  DESIGNATION -  4U04
 DH8579  PID         -  DH8579
 DH8579  STATE/COUNTY-  WI/WAUSHARA
 DH8579  COUNTRY     -  US
 DH8579  USGS QUAD   -  HANCOCK (2018)
 DH8579
 DH8579                         *CURRENT SURVEY CONTROL
 DH8579  ______________________________________________________________________
 DH8579* NAD 83(1986) POSITION- 44 09 21.1    (N) 089 31 57.0    (W)   HD_HELD2
 DH8579* NAVD 88 ORTHO HEIGHT -   331.761 (meters)     1088.45  (feet) ADJUSTED
 DH8579  ______________________________________________________________________
 DH8579  GEOID HEIGHT    -        -35.985 (meters)                     GEOID18
 DH8579  DYNAMIC HEIGHT  -        331.687 (meters)     1088.21  (feet) COMP
 DH8579  MODELED GRAVITY -    980,386.8   (mgal)                       NAVD 88
 DH8579
 DH8579  VERT ORDER      -  SECOND    CLASS I
 DH8579
 DH8579.The horizontal coordinates were established by autonomous hand held GPS
 DH8579.observations and have an estimated accuracy of +/- 10 meters.
 DH8579
 DH8579.The orthometric height was determined by differential leveling and
 DH8579.adjusted by the WI DEPT OF TRANSP
 DH8579.in May 2012.
 DH8579
 DH8579.No vertical observational check was made to the station.
 DH8579
 DH8579.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8579.GEOID18 height accuracy estimate available here.
 DH8579
 DH8579.Click photographs - Photos may exist for this station.
 DH8579
 DH8579.The dynamic height is computed by dividing the NAVD 88
 DH8579.geopotential number by the normal gravity value computed on the
 DH8579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8579.degrees latitude (g = 980.6199 gals.).
 DH8579
 DH8579.The modeled gravity was interpolated from observed gravity values.
 DH8579
 DH8579;                    North         East    Units  Estimated Accuracy
 DH8579;SPC WI S     -   239,610.      637,399.      MT  (+/- 10 meters HH2 GPS)
 DH8579
 DH8579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9748992302(NAD 83)
 DH8579
 DH8579                          SUPERSEDED SURVEY CONTROL
 DH8579
 DH8579  NAVD 88 (04/20/07)  331.739  (m)         1088.38   (f) SUPERSEDED  2 1
 DH8579
 DH8579.Superseded values are not recommended for survey control.
 DH8579
 DH8579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8579.See file dsdata.pdf to determine how the superseded data were derived.
 DH8579
 DH8579_MARKER: DD = SURVEY DISK
 DH8579_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8579_SP_SET: BRIDGE PIER
 DH8579_STAMPING: 4U04 2004
 DH8579_MARK LOGO: WIDT
 DH8579_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8579+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8579
 DH8579  HISTORY     - Date     Condition        Report By
 DH8579  HISTORY     - 2004     MONUMENTED       WIDT
 DH8579  HISTORY     - 20071128 GOOD             WIDT
 DH8579
 DH8579                          STATION DESCRIPTION
 DH8579
 DH8579'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8579'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8579'LOCATED IN THE OVERPASS OF COUNTY HIGHWAY O OVER INTERSTATE HIGHWAY 39
 DH8579'AND US HIGHWAY 51 ABOUT 4 MI (6.44 KM) SOUTH-SOUTHWEST OF THE VILLAGE
 DH8579'OF PLAINFIELD.  THE STATION IS SET IN THE PIER OF THE BRIDGE
 DH8579'--B-69-15-66--.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8579'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE WEST
 DH8579'FACE OF THE CENTER PILLAR OF THE PIER FOR THE OVERPASS FOR COUNTY
 DH8579'HIGHWAY O OVER INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 ABOUT 1 M (3.3
 DH8579'FT) ABOVE THE GROUND.  THE STATION IS 16.0 M (52.5 FT) EAST OF THE
 DH8579'CENTERLINE OF THE SOUTH BOUND LANES OF INTERSTATE HIGHWAY 39 AND US
 DH8579'HIGHWAY 51.  ---NOTE---THE STATION IS NOT SUITABLE FOR GPS
 DH8579'OBSERVATIONS DUE TO BEING SET VERTICALLY.
 DH8579
 DH8579                          STATION RECOVERY (2007)
 DH8579
 DH8579'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8579'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M NORTH OF A
 DH8579'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8578 ***********************************************************************
 DH8578  DESIGNATION -  4U05
 DH8578  PID         -  DH8578
 DH8578  STATE/COUNTY-  WI/WAUSHARA
 DH8578  COUNTRY     -  US
 DH8578  USGS QUAD   -  HANCOCK (2018)
 DH8578
 DH8578                         *CURRENT SURVEY CONTROL
 DH8578  ______________________________________________________________________
 DH8578* NAD 83(1986) POSITION- 44 12 49.9    (N) 089 31 27.6    (W)   HD_HELD2
 DH8578* NAVD 88 ORTHO HEIGHT -   335.948 (meters)     1102.19  (feet) ADJUSTED
 DH8578  ______________________________________________________________________
 DH8578  GEOID HEIGHT    -        -35.997 (meters)                     GEOID18
 DH8578  DYNAMIC HEIGHT  -        335.874 (meters)     1101.95  (feet) COMP
 DH8578  MODELED GRAVITY -    980,392.3   (mgal)                       NAVD 88
 DH8578
 DH8578  VERT ORDER      -  SECOND    CLASS I
 DH8578
 DH8578.The horizontal coordinates were established by autonomous hand held GPS
 DH8578.observations and have an estimated accuracy of +/- 10 meters.
 DH8578
 DH8578.The orthometric height was determined by differential leveling and
 DH8578.adjusted by the WI DEPT OF TRANSP
 DH8578.in May 2012.
 DH8578
 DH8578.No vertical observational check was made to the station.
 DH8578
 DH8578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8578.GEOID18 height accuracy estimate available here.
 DH8578
 DH8578.Click photographs - Photos may exist for this station.
 DH8578
 DH8578.The dynamic height is computed by dividing the NAVD 88
 DH8578.geopotential number by the normal gravity value computed on the
 DH8578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8578.degrees latitude (g = 980.6199 gals.).
 DH8578
 DH8578.The modeled gravity was interpolated from observed gravity values.
 DH8578
 DH8578;                    North         East    Units  Estimated Accuracy
 DH8578;SPC WI S     -   246,059.      638,015.      MT  (+/- 10 meters HH2 GPS)
 DH8578
 DH8578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9834098725(NAD 83)
 DH8578
 DH8578                          SUPERSEDED SURVEY CONTROL
 DH8578
 DH8578  NAVD 88 (04/20/07)  335.925  (m)         1102.11   (f) SUPERSEDED  2 1
 DH8578
 DH8578.Superseded values are not recommended for survey control.
 DH8578
 DH8578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8578.See file dsdata.pdf to determine how the superseded data were derived.
 DH8578
 DH8578_MARKER: DD = SURVEY DISK
 DH8578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8578_STAMPING: 4U05 2004
 DH8578_MARK LOGO: WIDT
 DH8578_PROJECTION: FLUSH
 DH8578_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8578+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 DH8578
 DH8578  HISTORY     - Date     Condition        Report By
 DH8578  HISTORY     - 2004     MONUMENTED       WIDT
 DH8578  HISTORY     - 20071128 GOOD             WIDT
 DH8578
 DH8578                          STATION DESCRIPTION
 DH8578
 DH8578'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8578'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH8578'LOCATED IN THE NORTH FACE OF THE EASTERN MOST PILLAR OF THE NORTH
 DH8578'BOUND LANES OF INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 OVER STATE
 DH8578'HIGHWAY 73 ABOUT 1 MI (1.61 KM) WEST OF THE VILLAGE OF PLAINFIELD.
 DH8578'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH8578'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH FACE OF THE
 DH8578'EASTERN MOST PILLAR FOR THE INTERSTATE HIGHWAY 39 AND US HIGHWAY 51
 DH8578'BRIDGE ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.   THE STATION IS
 DH8578'5.6 M (18.4 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANE OF STATE
 DH8578'HIGHWAY 73 AND 12.5 M (41.0 FT) SOUTHEAST OF A WOOD POST FOR A --SPEED
 DH8578'LIMIT 45-- SIGN.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DH8578'OBSERVATIONS DUE TO ALL QUADRANTS BEING BLOCKED ABOVE 25 DEGREES ABOVE
 DH8578'THE HORIZON.
 DH8578
 DH8578                          STATION RECOVERY (2007)
 DH8578
 DH8578'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8578'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M EAST OF A
 DH8578'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8595 ***********************************************************************
 DH8595  DESIGNATION -  4U07
 DH8595  PID         -  DH8595
 DH8595  STATE/COUNTY-  WI/ADAMS
 DH8595  COUNTRY     -  US
 DH8595  USGS QUAD   -  HANCOCK (2018)
 DH8595
 DH8595                         *CURRENT SURVEY CONTROL
 DH8595  ______________________________________________________________________
 DH8595* NAD 83(1986) POSITION- 44 12 49.08   (N) 089 36 54.33   (W)   HD_HELD1
 DH8595* NAVD 88 ORTHO HEIGHT -   321.998 (meters)     1056.42  (feet) ADJUSTED
 DH8595  ______________________________________________________________________
 DH8595  GEOID HEIGHT    -        -35.830 (meters)                     GEOID18
 DH8595  DYNAMIC HEIGHT  -        321.929 (meters)     1056.20  (feet) COMP
 DH8595  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 DH8595
 DH8595  VERT ORDER      -  SECOND    CLASS I
 DH8595
 DH8595.The horizontal coordinates were determined by differentially corrected
 DH8595.hand held GPS observations or other comparable positioning techniques
 DH8595.and have an estimated accuracy of +/- 3 meters.
 DH8595
 DH8595.The orthometric height was determined by differential leveling and
 DH8595.adjusted by the WI DEPT OF TRANSP
 DH8595.in May 2012.
 DH8595
 DH8595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8595.GEOID18 height accuracy estimate available here.
 DH8595
 DH8595.Click photographs - Photos may exist for this station.
 DH8595
 DH8595.The dynamic height is computed by dividing the NAVD 88
 DH8595.geopotential number by the normal gravity value computed on the
 DH8595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8595.degrees latitude (g = 980.6199 gals.).
 DH8595
 DH8595.The modeled gravity was interpolated from observed gravity values.
 DH8595
 DH8595;                    North         East    Units  Estimated Accuracy
 DH8595;SPC WI S     -   245,996.0     630,762.0     MT  (+/- 3 meters HH1 GPS) 
 DH8595
 DH8595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9108998926(NAD 83)
 DH8595
 DH8595                          SUPERSEDED SURVEY CONTROL
 DH8595
 DH8595  NAVD 88 (04/20/07)  321.976  (m)         1056.35   (f) SUPERSEDED  2 1
 DH8595
 DH8595.Superseded values are not recommended for survey control.
 DH8595
 DH8595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8595.See file dsdata.pdf to determine how the superseded data were derived.
 DH8595
 DH8595_MARKER: DD = SURVEY DISK
 DH8595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8595_STAMPING: 4U07 2004
 DH8595_MARK LOGO: WIDT
 DH8595_PROJECTION: FLUSH
 DH8595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8595+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 DH8595
 DH8595  HISTORY     - Date     Condition        Report By
 DH8595  HISTORY     - 2004     MONUMENTED       WIDT
 DH8595  HISTORY     - 20100520 GOOD             WIDT
 DH8595
 DH8595                          STATION DESCRIPTION
 DH8595
 DH8595'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8595'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8595'STATE HIGHWAY 73 WITH COUNTY HIGHWAY D AND 1ST AVENUE ABOUT 5 MI (8.05
 DH8595'KM) WEST OF THE VILLAGE OF PLAINFIELD, GO WEST ON COUNTY HIGHWAY D FOR
 DH8595'0.8 MI (1.29 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8595'WISCONSIN DEPARTMENT OF TRANSPORTATION DISK SET IN THE TOP OF A 41-CM
 DH8595'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DH8595'THE STATION IS 7.1 M (23.3 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DH8595'HIGHWAY D, 98 M (321.5 FT) EAST OF A WOOD POST FOR A --COUNTY HIGHWAY
 DH8595'D-- SIGN, 34.1 M (111.9 FT) WEST-SOUTHWEST OF A WOOD POST FOR A
 DH8595'--JUNCTION OF COUNTY HIGHWAY G-- SIGN, 1.0 M (3.3 FT) EAST OF A WHITE
 DH8595'PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 DH8595'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8595'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8595
 DH8595                          STATION RECOVERY (2010)
 DH8595
 DH8595'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8595'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.11 MILE EAST OF
 DH8595'COUNTY HIGHWAY G AND 54.5 M WEST OF A CULVERT POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8596 ***********************************************************************
 DH8596  DESIGNATION -  4U08
 DH8596  PID         -  DH8596
 DH8596  STATE/COUNTY-  WI/ADAMS
 DH8596  COUNTRY     -  US
 DH8596  USGS QUAD   -  COLOMA NW (2018)
 DH8596
 DH8596                         *CURRENT SURVEY CONTROL
 DH8596  ______________________________________________________________________
 DH8596* NAD 83(1986) POSITION- 44 12 49.7    (N) 089 41 55.0    (W)   HD_HELD2
 DH8596* NAVD 88 ORTHO HEIGHT -   313.401 (meters)     1028.22  (feet) ADJUSTED
 DH8596  ______________________________________________________________________
 DH8596  GEOID HEIGHT    -        -35.636 (meters)                     GEOID18
 DH8596  DYNAMIC HEIGHT  -        313.338 (meters)     1028.01  (feet) COMP
 DH8596  MODELED GRAVITY -    980,411.0   (mgal)                       NAVD 88
 DH8596
 DH8596  VERT ORDER      -  SECOND    CLASS I
 DH8596
 DH8596.The horizontal coordinates were established by autonomous hand held GPS
 DH8596.observations and have an estimated accuracy of +/- 10 meters.
 DH8596
 DH8596.The orthometric height was determined by differential leveling and
 DH8596.adjusted by the WI DEPT OF TRANSP
 DH8596.in May 2012.
 DH8596
 DH8596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8596.GEOID18 height accuracy estimate available here.
 DH8596
 DH8596.Click photographs - Photos may exist for this station.
 DH8596
 DH8596.The dynamic height is computed by dividing the NAVD 88
 DH8596.geopotential number by the normal gravity value computed on the
 DH8596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8596.degrees latitude (g = 980.6199 gals.).
 DH8596
 DH8596.The modeled gravity was interpolated from observed gravity values.
 DH8596
 DH8596;                    North         East    Units  Estimated Accuracy
 DH8596;SPC WI S     -   245,988.      624,087.      MT  (+/- 10 meters HH2 GPS)
 DH8596
 DH8596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8441799161(NAD 83)
 DH8596
 DH8596                          SUPERSEDED SURVEY CONTROL
 DH8596
 DH8596  NAVD 88 (04/20/07)  313.379  (m)         1028.14   (f) SUPERSEDED  2 1
 DH8596
 DH8596.Superseded values are not recommended for survey control.
 DH8596
 DH8596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8596.See file dsdata.pdf to determine how the superseded data were derived.
 DH8596
 DH8596_MARKER: DD = SURVEY DISK
 DH8596_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8596_SP_SET: DAM WINGWALL
 DH8596_STAMPING: 4U08 2004
 DH8596_MARK LOGO: WIDT
 DH8596_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8596+STABILITY: SURFACE MOTION
 DH8596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8596+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 DH8596
 DH8596  HISTORY     - Date     Condition        Report By
 DH8596  HISTORY     - 2004     MONUMENTED       WIDT
 DH8596  HISTORY     - 20100520 GOOD             WIDT
 DH8596
 DH8596                          STATION DESCRIPTION
 DH8596
 DH8596'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8596'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8596'COUNTY HIGHWAY WEST WITH COUNTY HIGHWAY D ABOUT 8 MI (12.87 KM) WEST
 DH8596'OF THE VILLAGE OF PLAINFIELD, GO WEST ON COUNTY HIGHWAY D FOR 2.0 MI
 DH8596'(3.22 KM) TO 6TH AVENUE AND THE STATION ON THE RIGHT.  THE STATION IS
 DH8596'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH8596'CONTROL STATION DISK SET IN THE NORTHEAST WINGWALL OF A SMALL
 DH8596'IRRIGATION DAM ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8596'19.8 M (65.0 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY D, 13 M
 DH8596'(42.7 FT) WEST OF THE CENTERLINE OF 6TH AVENUE, 12.1 M (39.7 FT)
 DH8596'NORTHWEST OF A WOOD POST FOR A --STOP-- SIGN, AND 11 M (36.1 FT) SOUTH
 DH8596'OF THE CENTERLINE FOR A PRIVATE DRIVE.  ---NOTE---THIS STATION HAS NO
 DH8596'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DH8596'EXCEPT FOR TREES TO THE SOUTH-SOUTHEAST EXTENDING TO 20 DEGREES AND
 DH8596'TREES TO THE NORTHWEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8596
 DH8596                          STATION RECOVERY (2010)
 DH8596
 DH8596'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8596'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.3 M SOUTHEAST OF
 DH8596'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8597 ***********************************************************************
 DH8597  DESIGNATION -  4U09
 DH8597  PID         -  DH8597
 DH8597  STATE/COUNTY-  WI/ADAMS
 DH8597  COUNTRY     -  US
 DH8597  USGS QUAD   -  COLOMA NW (2018)
 DH8597
 DH8597                         *CURRENT SURVEY CONTROL
 DH8597  ______________________________________________________________________
 DH8597* NAD 83(1986) POSITION- 44 13 41.3    (N) 089 41 55.6    (W)   HD_HELD2
 DH8597* NAVD 88 ORTHO HEIGHT -   314.091 (meters)     1030.48  (feet) ADJUSTED
 DH8597  ______________________________________________________________________
 DH8597  GEOID HEIGHT    -        -35.630 (meters)                     GEOID18
 DH8597  DYNAMIC HEIGHT  -        314.028 (meters)     1030.27  (feet) COMP
 DH8597  MODELED GRAVITY -    980,412.3   (mgal)                       NAVD 88
 DH8597
 DH8597  VERT ORDER      -  SECOND    CLASS I
 DH8597
 DH8597.The horizontal coordinates were established by autonomous hand held GPS
 DH8597.observations and have an estimated accuracy of +/- 10 meters.
 DH8597
 DH8597.The orthometric height was determined by differential leveling and
 DH8597.adjusted by the WI DEPT OF TRANSP
 DH8597.in May 2012.
 DH8597
 DH8597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8597.GEOID18 height accuracy estimate available here.
 DH8597
 DH8597.Click photographs - Photos may exist for this station.
 DH8597
 DH8597.The dynamic height is computed by dividing the NAVD 88
 DH8597.geopotential number by the normal gravity value computed on the
 DH8597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8597.degrees latitude (g = 980.6199 gals.).
 DH8597
 DH8597.The modeled gravity was interpolated from observed gravity values.
 DH8597
 DH8597;                    North         East    Units  Estimated Accuracy
 DH8597;SPC WI S     -   247,580.      624,068.      MT  (+/- 10 meters HH2 GPS)
 DH8597
 DH8597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8445600754(NAD 83)
 DH8597
 DH8597                          SUPERSEDED SURVEY CONTROL
 DH8597
 DH8597  NAVD 88 (04/20/07)  314.069  (m)         1030.41   (f) SUPERSEDED  2 1
 DH8597
 DH8597.Superseded values are not recommended for survey control.
 DH8597
 DH8597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8597.See file dsdata.pdf to determine how the superseded data were derived.
 DH8597
 DH8597_MARKER: DD = SURVEY DISK
 DH8597_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8597_SP_SET: DAM WINGWALL
 DH8597_STAMPING: 4U09 2004
 DH8597_MARK LOGO: WIDT
 DH8597_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8597+STABILITY: SURFACE MOTION
 DH8597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8597+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 DH8597
 DH8597  HISTORY     - Date     Condition        Report By
 DH8597  HISTORY     - 2004     MONUMENTED       WIDT
 DH8597  HISTORY     - 20100520 GOOD             WIDT
 DH8597
 DH8597                          STATION DESCRIPTION
 DH8597
 DH8597'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8597'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8597'COUNTY HIGHWAY WEST WITH COUNTY HIGHWAY D ABOUT 8 MI (12.87 KM) WEST
 DH8597'OF THE VILLAGE OF PLAINFIELD, GO WEST ON COUNTY HIGHWAY D FOR 2.0 MI
 DH8597'(3.22 KM) TO 6TH AVENUE, TURN RIGHT AND GO NORTH ON 6TH AVENUE FOR 1.0
 DH8597'MI (1.61 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8597'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8597'DISK SET IN THE SOUTHEAST WINGWALL OF A SMALL IRRIGATION DAM ABOUT
 DH8597'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 22.2 M (72.8 FT) WEST OF
 DH8597'THE CENTERLINE OF 6TH AVENUE.  ---NOTE---THIS STATION IS NOT SUITABLE
 DH8597'FOR GPS OBSERVATIONS DUE TO ALL FOUR QUADRANTS BEING BLOCKED ABOVE 25
 DH8597'DEGREES.
 DH8597
 DH8597                          STATION RECOVERY (2010)
 DH8597
 DH8597'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8597'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.1 M EAST OF A
 DH8597'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5460 ***********************************************************************
 DH5460  DESIGNATION -  4U10
 DH5460  PID         -  DH5460
 DH5460  STATE/COUNTY-  WI/PORTAGE
 DH5460  COUNTRY     -  US
 DH5460  USGS QUAD   -  COLOMA NW (2018)
 DH5460
 DH5460                         *CURRENT SURVEY CONTROL
 DH5460  ______________________________________________________________________
 DH5460* NAD 83(2011) POSITION- 44 14 50.94890(N) 089 42 35.80095(W)   ADJUSTED
 DH5460* NAD 83(2011) ELLIP HT-   279.766 (meters)        (06/27/12)   ADJUSTED
 DH5460* NAD 83(2011) EPOCH   -  2010.00
 DH5460* NAVD 88 ORTHO HEIGHT -   315.358 (meters)     1034.64  (feet) ADJUSTED
 DH5460  ______________________________________________________________________
 DH5460  GEOID HEIGHT    -        -35.594 (meters)                     GEOID18
 DH5460  NAD 83(2011) X  -     23,168.225 (meters)                     COMP
 DH5460  NAD 83(2011) Y  - -4,576,472.835 (meters)                     COMP
 DH5460  NAD 83(2011) Z  -  4,428,026.845 (meters)                     COMP
 DH5460  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 DH5460  DYNAMIC HEIGHT  -        315.297 (meters)     1034.44  (feet) COMP
 DH5460  MODELED GRAVITY -    980,415.3   (mgal)                       NAVD 88
 DH5460
 DH5460  VERT ORDER      -  SECOND    CLASS I
 DH5460
 DH5460  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5460  Standards:
 DH5460         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5460            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5460  -------------------------------------------------------------------
 DH5460  NETWORK    0.22   0.33           0.10   0.08   0.17      0.09039716
 DH5460  -------------------------------------------------------------------
 DH5460  Click here for local accuracies and other accuracy information.
 DH5460
 DH5460.The horizontal coordinates were established by GPS observations
 DH5460.and adjusted by the National Geodetic Survey in June 2012.
 DH5460
 DH5460.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5460.been affixed to the stable North American tectonic plate. See 
 DH5460.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5460
 DH5460.The horizontal coordinates are valid at the epoch date displayed above
 DH5460.which is a decimal equivalence of Year/Month/Day.
 DH5460
 DH5460.The orthometric height was determined by differential leveling and
 DH5460.adjusted by the WI DEPT OF TRANSP
 DH5460.in May 2012.
 DH5460
 DH5460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5460.GEOID18 height accuracy estimate available here.
 DH5460
 DH5460.Click photographs - Photos may exist for this station.
 DH5460
 DH5460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5460
 DH5460.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5460
 DH5460.The ellipsoidal height was determined by GPS observations
 DH5460.and is referenced to NAD 83.
 DH5460
 DH5460.The dynamic height is computed by dividing the NAVD 88
 DH5460.geopotential number by the normal gravity value computed on the
 DH5460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5460.degrees latitude (g = 980.6199 gals.).
 DH5460
 DH5460.The modeled gravity was interpolated from observed gravity values.
 DH5460
 DH5460. The following values were computed from the NAD 83(2011) position.
 DH5460
 DH5460;                    North         East     Units Scale Factor Converg.
 DH5460;SPC WI C     -    46,061.338   623,167.271   MT  1.00000048   +0 12 16.8
 DH5460;SPC WI C     -   151,119.57  2,044,507.95   sFT  1.00000048   +0 12 16.8
 DH5460;UTM  16      - 4,902,932.754   283,635.519   MT  1.00017577   -1 53 29.8
 DH5460
 DH5460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5460!SPC WI C     -   0.99995613  x   1.00000048  =   0.99995661
 DH5460!UTM  16      -   0.99995613  x   1.00017577  =   1.00013190
 DH5460
 DH5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8363502932(NAD 83)
 DH5460
 DH5460                          SUPERSEDED SURVEY CONTROL
 DH5460
 DH5460  NAD 83(2007)-  44 14 50.94890(N)    089 42 35.80161(W) AD(2002.00) 0
 DH5460  ELLIP H (02/10/07)  279.801  (m)                       GP(2002.00)    
 DH5460  NAD 83(1997)-  44 14 50.94900(N)    089 42 35.80200(W) AD(       ) 1
 DH5460  ELLIP H (08/01/05)  279.801  (m)                       GP(       ) 2 1
 DH5460  NAVD 88             315.34   (m)         1034.6    (f) LEVELING    3  
 DH5460  NAVD 88 (04/20/07)  315.337  (m)         1034.57   (f) SUPERSEDED  2 1
 DH5460
 DH5460.Superseded values are not recommended for survey control.
 DH5460
 DH5460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5460.See file dsdata.pdf to determine how the superseded data were derived.
 DH5460
 DH5460_MARKER: DD = SURVEY DISK
 DH5460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5460_STAMPING: 4U10 2004
 DH5460_MARK LOGO: WIDT
 DH5460_PROJECTION: FLUSH
 DH5460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5460+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2010
 DH5460
 DH5460  HISTORY     - Date     Condition        Report By
 DH5460  HISTORY     - 2003     MONUMENTED       WIDT
 DH5460  HISTORY     - 2004     GOOD             WIDT
 DH5460  HISTORY     - 20070516 GOOD             JCLS
 DH5460  HISTORY     - 20100927 GOOD             WIDT
 DH5460
 DH5460                          STATION DESCRIPTION
 DH5460
 DH5460'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5460'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5460'STATION FROM THE  JUNCTION OF STATE HIGHWAY 73 WITH COUNTY HIGHWAY U
 DH5460'ABOUT 9 MI SOUTH-SOUTHEAST OF THE  CITY OF WISCONSIN RAPIDS, GO EAST
 DH5460'ON STATE HIGHWAY 73 FOR 0.75 MI TO THE STATION ON THE  LEFT.  THE
 DH5460'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5460'SURVEY  CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5460'CONCRETE POST ABOUT LEVEL WITH  THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5460'10.9 M NORTH OF THE CENTERLINE OF STATE HIGHWAY  73, 63 M WEST OF THE
 DH5460'EXTENDED CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M EAST AND WEST OF
 DH5460'TWO WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DH5460'VISIBLE OBSTRUCTION  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5460'HORIZON EXCEPT FOR TREES TO THE  SOUTHWEST EXTENDING TO 20 DEGREES.
 DH5460
 DH5460                          STATION RECOVERY (2004)
 DH5460
 DH5460'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DHL)
 DH5460'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5460'STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY HIGHWAY U
 DH5460'ABOUT 9 MI (14.48 KM) SOUTH-SOUTHEAST OF THE CITY OF WISCONSIN RAPIDS,
 DH5460'GO EAST ON STATE HIGHWAY 73 FOR 0.75 MI (1.21 KM) TO THE STATION ON
 DH5460'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5460'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5460'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5460'THE STATION IS 10.9 M (35.8 FT) NORTH OF THE CENTERLINE OF STATE
 DH5460'HIGHWAY 73, 63 M (206.7 FT) WEST OF THE EXTENDED CENTERLINE OF A FIELD
 DH5460'ENTRANCE, AND 1.0 M (3.3 FT) EAST AND WEST OF TWO WHITE PLASTIC
 DH5460'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 DH5460'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO
 DH5460'THE SOUTHWEST EXTENDING TO 20 DEGREES.
 DH5460
 DH5460                          STATION RECOVERY (2007)
 DH5460
 DH5460'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 DH5460'RECOVERED IN GOOD CONDITION.
 DH5460
 DH5460                          STATION RECOVERY (2010)
 DH5460
 DH5460'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5460'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.15 MILE WEST OF
 DH5460'90TH STREET SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8598 ***********************************************************************
 DH8598  DESIGNATION -  4U11
 DH8598  PID         -  DH8598
 DH8598  STATE/COUNTY-  WI/WOOD
 DH8598  COUNTRY     -  US
 DH8598  USGS QUAD   -  KELLNER (2018)
 DH8598
 DH8598                         *CURRENT SURVEY CONTROL
 DH8598  ______________________________________________________________________
 DH8598* NAD 83(1986) POSITION- 44 15 50.2    (N) 089 44 58.6    (W)   HD_HELD2
 DH8598* NAVD 88 ORTHO HEIGHT -   313.035 (meters)     1027.02  (feet) ADJUSTED
 DH8598  ______________________________________________________________________
 DH8598  GEOID HEIGHT    -        -35.495 (meters)                     GEOID18
 DH8598  DYNAMIC HEIGHT  -        312.975 (meters)     1026.82  (feet) COMP
 DH8598  MODELED GRAVITY -    980,419.9   (mgal)                       NAVD 88
 DH8598
 DH8598  VERT ORDER      -  SECOND    CLASS I
 DH8598
 DH8598.The horizontal coordinates were established by autonomous hand held GPS
 DH8598.observations and have an estimated accuracy of +/- 10 meters.
 DH8598
 DH8598.The orthometric height was determined by differential leveling and
 DH8598.adjusted by the WI DEPT OF TRANSP
 DH8598.in May 2012.
 DH8598
 DH8598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8598.GEOID18 height accuracy estimate available here.
 DH8598
 DH8598.Click photographs - Photos may exist for this station.
 DH8598
 DH8598.The dynamic height is computed by dividing the NAVD 88
 DH8598.geopotential number by the normal gravity value computed on the
 DH8598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8598.degrees latitude (g = 980.6199 gals.).
 DH8598
 DH8598.The modeled gravity was interpolated from observed gravity values.
 DH8598
 DH8598;                    North         East    Units  Estimated Accuracy
 DH8598;SPC WI C     -    47,880.      619,993.      MT  (+/- 10 meters HH2 GPS)
 DH8598
 DH8598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8052904866(NAD 83)
 DH8598
 DH8598                          SUPERSEDED SURVEY CONTROL
 DH8598
 DH8598  NAVD 88 (04/20/07)  313.014  (m)         1026.95   (f) SUPERSEDED  2 1
 DH8598
 DH8598.Superseded values are not recommended for survey control.
 DH8598
 DH8598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8598.See file dsdata.pdf to determine how the superseded data were derived.
 DH8598
 DH8598_MARKER: DD = SURVEY DISK
 DH8598_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH8598_SP_SET: BRIDGE PARAPET
 DH8598_STAMPING: 4U11 2004
 DH8598_MARK LOGO: WIDT
 DH8598_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8598+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2010
 DH8598
 DH8598  HISTORY     - Date     Condition        Report By
 DH8598  HISTORY     - 2004     MONUMENTED       WIDT
 DH8598  HISTORY     - 20100927 GOOD             WIDT
 DH8598
 DH8598                          STATION DESCRIPTION
 DH8598
 DH8598'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8598'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8598'STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY HIGHWAY U
 DH8598'ABOUT 9 MI (14.48 KM) SOUTH-SOUTHEAST OF THE CITY OF WISCONSIN RAPIDS,
 DH8598'GO NORTHWEST ON STATE HIGHWAY 73 FOR 1.5 MI (2.41 KM) TO OAK STREET ON
 DH8598'THE RIGHT, CONTINUE NORTHWEST ON STATE HIGHWAY 73 FOR 0.15 MI (0.24
 DH8598'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8598'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8598'IN THE NORTH END OF THE EAST PARAPET OF A BRIDGE ABOUT 1 M (3.3 FT)
 DH8598'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 6.7 M (22.0 FT) NORTHEAST
 DH8598'OF THE CENTERLINE OF STATE HIGHWAY 73 AND 41 M (134.5 FT) SOUTH OF THE
 DH8598'CENTERLINE OF PRIVATE ENTRANCE --5911--.   ---NOTE---THIS STATION HAS
 DH8598'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH8598'HORIZON EXCEPT FOR TREES TO THE NORTHEAST, EAST, AND SOUTH EXTENDING
 DH8598'TO 20 DEGREES ABOVE THE HORIZON.
 DH8598
 DH8598                          STATION RECOVERY (2010)
 DH8598
 DH8598'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8598'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.0 M SOUTHWEST OF
 DH8598'A WHITE PLASTIC WITNESS POST.  NOTE1---VISIBLE OBSTRUCTIONS AT THIS
 DH8598'STATION ARE TREES TO THE SOUTHEAST EXTENDING TO 40 DEGREES AND TREES
 DH8598'TO THE SOUTHWEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8598'NOTE2---THE BRIDGE IS NUMBERED --B-71-121-00--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8599 ***********************************************************************
 DH8599  DESIGNATION -  4U12
 DH8599  PID         -  DH8599
 DH8599  STATE/COUNTY-  WI/WOOD
 DH8599  COUNTRY     -  US
 DH8599  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (2018)
 DH8599
 DH8599                         *CURRENT SURVEY CONTROL
 DH8599  ______________________________________________________________________
 DH8599* NAD 83(1986) POSITION- 44 16 38.2    (N) 089 46 25.9    (W)   HD_HELD2
 DH8599* NAVD 88 ORTHO HEIGHT -   313.746 (meters)     1029.35  (feet) ADJUSTED
 DH8599  ______________________________________________________________________
 DH8599  GEOID HEIGHT    -        -35.433 (meters)                     GEOID18
 DH8599  DYNAMIC HEIGHT  -        313.687 (meters)     1029.15  (feet) COMP
 DH8599  MODELED GRAVITY -    980,422.9   (mgal)                       NAVD 88
 DH8599
 DH8599  VERT ORDER      -  SECOND    CLASS I
 DH8599
 DH8599.The horizontal coordinates were established by autonomous hand held GPS
 DH8599.observations and have an estimated accuracy of +/- 10 meters.
 DH8599
 DH8599.The orthometric height was determined by differential leveling and
 DH8599.adjusted by the WI DEPT OF TRANSP
 DH8599.in May 2012.
 DH8599
 DH8599.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8599.GEOID18 height accuracy estimate available here.
 DH8599
 DH8599.Click photographs - Photos may exist for this station.
 DH8599
 DH8599.The dynamic height is computed by dividing the NAVD 88
 DH8599.geopotential number by the normal gravity value computed on the
 DH8599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8599.degrees latitude (g = 980.6199 gals.).
 DH8599
 DH8599.The modeled gravity was interpolated from observed gravity values.
 DH8599
 DH8599;                    North         East    Units  Estimated Accuracy
 DH8599;SPC WI C     -    49,355.      618,053.      MT  (+/- 10 meters HH2 GPS)
 DH8599
 DH8599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7864406412(NAD 83)
 DH8599
 DH8599                          SUPERSEDED SURVEY CONTROL
 DH8599
 DH8599  NAVD 88 (04/20/07)  313.726  (m)         1029.28   (f) SUPERSEDED  2 1
 DH8599
 DH8599.Superseded values are not recommended for survey control.
 DH8599
 DH8599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8599.See file dsdata.pdf to determine how the superseded data were derived.
 DH8599
 DH8599_MARKER: DD = SURVEY DISK
 DH8599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8599_STAMPING: 4U12 2004
 DH8599_MARK LOGO: WIDT
 DH8599_PROJECTION: FLUSH
 DH8599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8599+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2010
 DH8599
 DH8599  HISTORY     - Date     Condition        Report By
 DH8599  HISTORY     - 2004     MONUMENTED       WIDT
 DH8599  HISTORY     - 20100927 GOOD             WIDT
 DH8599
 DH8599                          STATION DESCRIPTION
 DH8599
 DH8599'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8599'OWNERSHIP--TOWN OF SARATOGA.  TO REACH THE STATION FROM THE JUNCTION
 DH8599'OF STATE HIGHWAY 73 WITH COUNTY HIGHWAY U ABOUT 9 MI (14.48 KM)
 DH8599'SOUTH-SOUTHEAST OF THE CITY OF WISCONSIN RAPIDS, GO NORTHWEST ON STATE
 DH8599'HIGHWAY 73 FOR 2.95 MI (4.75 KM) TO TOWER ROAD, TURN LEFT AND GO WEST
 DH8599'ON TOWER ROAD FOR 0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.  THE
 DH8599'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8599'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH8599'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH8599'7.6 M (24.9 FT) SOUTH OF THE CENTERLINE OF TOWER ROAD, 54 M (177.2 FT)
 DH8599'WEST OF THE WESTERN MOST EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DH8599'--4131--, 18.7 M (61.4 FT) SOUTHEAST OF POWER POLE --21-6-22 29/0--,
 DH8599'AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF THREE WHITE
 DH8599'PLASTIC WITNESS POSTS.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH8599'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DH8599'FOR TREES IN THE SOUTHWEST, NORTHWEST, AND NORTHEASTQUADRANTS
 DH8599'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH8599
 DH8599                          STATION RECOVERY (2010)
 DH8599
 DH8599'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8599'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 94 M EAST OF DEER
 DH8599'RIDGE ROAD AND 1.0 M EAST AND 1.0 M WEST OF TWO WHITE PLASTIC WITNESS
 DH8599'POSTS.  NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE
 DH8599'SOUTH QUADRANTS EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8600 ***********************************************************************
 DH8600  DESIGNATION -  4U13
 DH8600  PID         -  DH8600
 DH8600  STATE/COUNTY-  WI/WOOD
 DH8600  COUNTRY     -  US
 DH8600  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (2018)
 DH8600
 DH8600                         *CURRENT SURVEY CONTROL
 DH8600  ______________________________________________________________________
 DH8600* NAD 83(1986) POSITION- 44 18 25.9    (N) 089 50 52.6    (W)   HD_HELD2
 DH8600* NAVD 88 ORTHO HEIGHT -   303.421 (meters)      995.47  (feet) ADJUSTED
 DH8600  ______________________________________________________________________
 DH8600  GEOID HEIGHT    -        -35.245 (meters)                     GEOID18
 DH8600  DYNAMIC HEIGHT  -        303.367 (meters)      995.30  (feet) COMP
 DH8600  MODELED GRAVITY -    980,432.6   (mgal)                       NAVD 88
 DH8600
 DH8600  VERT ORDER      -  SECOND    CLASS I
 DH8600
 DH8600.The horizontal coordinates were established by autonomous hand held GPS
 DH8600.observations and have an estimated accuracy of +/- 10 meters.
 DH8600
 DH8600.The orthometric height was determined by differential leveling and
 DH8600.adjusted by the WI DEPT OF TRANSP
 DH8600.in May 2012.
 DH8600
 DH8600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8600.GEOID18 height accuracy estimate available here.
 DH8600
 DH8600.Click photographs - Photos may exist for this station.
 DH8600
 DH8600.The dynamic height is computed by dividing the NAVD 88
 DH8600.geopotential number by the normal gravity value computed on the
 DH8600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8600.degrees latitude (g = 980.6199 gals.).
 DH8600
 DH8600.The modeled gravity was interpolated from observed gravity values.
 DH8600
 DH8600;                    North         East    Units  Estimated Accuracy
 DH8600;SPC WI C     -    52,666.      612,133.      MT  (+/- 10 meters HH2 GPS)
 DH8600
 DH8600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7284709938(NAD 83)
 DH8600
 DH8600                          SUPERSEDED SURVEY CONTROL
 DH8600
 DH8600  NAVD 88 (04/20/07)  303.401  (m)          995.41   (f) SUPERSEDED  2 1
 DH8600
 DH8600.Superseded values are not recommended for survey control.
 DH8600
 DH8600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8600.See file dsdata.pdf to determine how the superseded data were derived.
 DH8600
 DH8600_MARKER: DD = SURVEY DISK
 DH8600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8600_STAMPING: 4U13 2004
 DH8600_MARK LOGO: WIDT
 DH8600_PROJECTION: FLUSH
 DH8600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8600+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2010
 DH8600
 DH8600  HISTORY     - Date     Condition        Report By
 DH8600  HISTORY     - 2004     MONUMENTED       WIDT
 DH8600  HISTORY     - 20100927 GOOD             WIDT
 DH8600
 DH8600                          STATION DESCRIPTION
 DH8600
 DH8600'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8600'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8600'STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY HIGHWAY Z
 DH8600'NORTH AND RANGELINE ROAD ABOUT 2 MI (3.22 KM) EAST OF THE CITY OF
 DH8600'NEKOOSA, GO WEST ON STATE HIGHWAY 73 FOR 0.15 MI (0.24 KM) TO THE
 DH8600'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH8600'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH8600'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DH8600'PAVEMENT.  THE STATION IS 13.2 M (43.3 FT) SOUTH OF THE CENTERLINE OF
 DH8600'STATE HIGHWAY 73, 40 M (131.2 FT) EAST OF THE EXTENDED CENTERLINE OF
 DH8600'PRIVATE ENTRANCE --759--, 1 M (3.3 FT) WEST OF EXTENDED CENTERLINE OF
 DH8600'PRIVATE ENTRANCE --763--, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST AND
 DH8600'NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DH8600'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 DH8600'ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST AND
 DH8600'NORTH-NORTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DH8600
 DH8600                          STATION RECOVERY (2010)
 DH8600
 DH8600'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8600'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 10.7 M EAST OF THE
 DH8600'TOP CENTER OF THE EAST END OF A 50-CM PIPE CULVERT UNDER FIELD
 DH8600'ENTRANCE --760--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8658 ***********************************************************************
 DH8658  DESIGNATION -  4U14
 DH8658  PID         -  DH8658
 DH8658  STATE/COUNTY-  WI/WOOD
 DH8658  COUNTRY     -  US
 DH8658  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (2018)
 DH8658
 DH8658                         *CURRENT SURVEY CONTROL
 DH8658  ______________________________________________________________________
 DH8658* NAD 83(1986) POSITION- 44 19 48.7    (N) 089 50 38.8    (W)   HD_HELD2
 DH8658* NAVD 88 ORTHO HEIGHT -   293.381 (meters)      962.53  (feet) ADJUSTED
 DH8658  ______________________________________________________________________
 DH8658  GEOID HEIGHT    -        -35.245 (meters)                     GEOID18
 DH8658  DYNAMIC HEIGHT  -        293.329 (meters)      962.36  (feet) COMP
 DH8658  MODELED GRAVITY -    980,433.7   (mgal)                       NAVD 88
 DH8658
 DH8658  VERT ORDER      -  SECOND    CLASS I
 DH8658
 DH8658.The horizontal coordinates were established by autonomous hand held GPS
 DH8658.observations and have an estimated accuracy of +/- 10 meters.
 DH8658
 DH8658.The orthometric height was determined by differential leveling and
 DH8658.adjusted by the WI DEPT OF TRANSP
 DH8658.in May 2012.
 DH8658
 DH8658.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8658.GEOID18 height accuracy estimate available here.
 DH8658
 DH8658.Click photographs - Photos may exist for this station.
 DH8658
 DH8658.The dynamic height is computed by dividing the NAVD 88
 DH8658.geopotential number by the normal gravity value computed on the
 DH8658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8658.degrees latitude (g = 980.6199 gals.).
 DH8658
 DH8658.The modeled gravity was interpolated from observed gravity values.
 DH8658
 DH8658;                    North         East    Units  Estimated Accuracy
 DH8658;SPC WI C     -    55,222.      612,434.      MT  (+/- 10 meters HH2 GPS)
 DH8658
 DH8658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7324212482(NAD 83)
 DH8658
 DH8658                          SUPERSEDED SURVEY CONTROL
 DH8658
 DH8658  NAVD 88 (04/20/07)  293.361  (m)          962.47   (f) SUPERSEDED  2 1
 DH8658
 DH8658.Superseded values are not recommended for survey control.
 DH8658
 DH8658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8658.See file dsdata.pdf to determine how the superseded data were derived.
 DH8658
 DH8658_MARKER: DD = SURVEY DISK
 DH8658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8658_SP_SET: BRIDGE WINGWALL
 DH8658_STAMPING: 4U14 2004
 DH8658_MARK LOGO: WIDT
 DH8658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8658+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2010
 DH8658
 DH8658  HISTORY     - Date     Condition        Report By
 DH8658  HISTORY     - 2004     MONUMENTED       WIDT
 DH8658  HISTORY     - 20100927 GOOD             WIDT
 DH8658
 DH8658                          STATION DESCRIPTION
 DH8658
 DH8658'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8658'OWNERSHIP--WOOD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8658'STATE HIGHWAY 73 WITH COUNTY HIGHWAY Z NORTH AND RANGELINE ROAD ABOUT
 DH8658'2 MI (3.22 KM) EAST OF THE CITY OF NEKOOSA, GO NORTH ON COUNTY HIGHWAY
 DH8658'Z FOR 0.7 MI (1.13 KM) TO RANGER ROAD, CONTINUE NORTH ON COUNTY
 DH8658'HIGHWAY Z FOR 0.8 MI (1.29 KM) TO THE STATION ON THE RIGHT.  THE
 DH8658'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH8658'SURVEY CONTROL STATION DISK SET IN THE SOUTHEAST WINGWALL OF A BRIDGE
 DH8658'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.0 M (19.7 FT)
 DH8658'EAST OF THE CENTERLINE OF COUNTY HIGHWAY Z.  ---NOTE---THIS STATION IS
 DH8658'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE WEST AND
 DH8658'NORTHEAST EXTENDING TO 40 AND 30 DEGREES ABOVE THE HORIZON.
 DH8658
 DH8658                          STATION RECOVERY (2010)
 DH8658
 DH8658'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8658'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M NORTHWEST OF
 DH8658'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8641 ***********************************************************************
 DH8641  DESIGNATION -  4V46
 DH8641  PID         -  DH8641
 DH8641  STATE/COUNTY-  WI/PORTAGE
 DH8641  COUNTRY     -  US
 DH8641  USGS QUAD   -  ALMOND (2018)
 DH8641
 DH8641                         *CURRENT SURVEY CONTROL
 DH8641  ______________________________________________________________________
 DH8641* NAD 83(1986) POSITION- 44 15 02.2    (N) 089 28 04.5    (W)   HD_HELD2
 DH8641* NAVD 88 ORTHO HEIGHT -   342.368 (meters)     1123.25  (feet) ADJUSTED
 DH8641  ______________________________________________________________________
 DH8641  GEOID HEIGHT    -        -36.058 (meters)                     GEOID18
 DH8641  DYNAMIC HEIGHT  -        342.295 (meters)     1123.01  (feet) COMP
 DH8641  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 DH8641
 DH8641  VERT ORDER      -  SECOND    CLASS I
 DH8641
 DH8641.The horizontal coordinates were established by autonomous hand held GPS
 DH8641.observations and have an estimated accuracy of +/- 10 meters.
 DH8641
 DH8641.The orthometric height was determined by differential leveling and
 DH8641.adjusted by the WI DEPT OF TRANSP
 DH8641.in May 2012.
 DH8641
 DH8641.No vertical observational check was made to the station.
 DH8641
 DH8641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8641.GEOID18 height accuracy estimate available here.
 DH8641
 DH8641.Click photographs - Photos may exist for this station.
 DH8641
 DH8641.The dynamic height is computed by dividing the NAVD 88
 DH8641.geopotential number by the normal gravity value computed on the
 DH8641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8641.degrees latitude (g = 980.6199 gals.).
 DH8641
 DH8641.The modeled gravity was interpolated from observed gravity values.
 DH8641
 DH8641;                    North         East    Units  Estimated Accuracy
 DH8641;SPC WI C     -    46,506.      642,496.      MT  (+/- 10 meters HH2 GPS)
 DH8641
 DH8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0297002670(NAD 83)
 DH8641
 DH8641                          SUPERSEDED SURVEY CONTROL
 DH8641
 DH8641  NAVD 88 (04/20/07)  342.344  (m)         1123.17   (f) SUPERSEDED  2 1
 DH8641
 DH8641.Superseded values are not recommended for survey control.
 DH8641
 DH8641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8641.See file dsdata.pdf to determine how the superseded data were derived.
 DH8641
 DH8641_MARKER: DD = SURVEY DISK
 DH8641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8641_STAMPING: 4V46 2004
 DH8641_MARK LOGO: WIDT
 DH8641_PROJECTION: FLUSH
 DH8641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8641+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2010
 DH8641
 DH8641  HISTORY     - Date     Condition        Report By
 DH8641  HISTORY     - 2004     MONUMENTED       WIDT
 DH8641  HISTORY     - 20101006 GOOD             WIDT
 DH8641
 DH8641                          STATION DESCRIPTION
 DH8641
 DH8641'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8641'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8641'STATE HIGHWAY 73 WITH COUNTY HIGHWAY BB AND ANIWA ROAD IN THE VILLAGE
 DH8641'OF PLAINFIELD, GO NORTH ON COUNTY HIGHWAY BB FOR 2.2 MI (3.54 KM) TO
 DH8641'AKRON AVENUE, CONTINUE NORTHERLY ON COUNTY HIGHWAY BB FOR 0.5 MI (0.8
 DH8641'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH8641'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH8641'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) BELOW
 DH8641'THE HIGHWAY PAVEMENT.  THE STATION IS 12.4 M (40.7 FT) EAST OF THE
 DH8641'CENTERLINE OF COUNTY HIGHWAY BB, 28.1 M (92.2 FT) EAST OF A POWERPOLE
 DH8641'--21-9-31 GL 51/24--, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS
 DH8641'POST, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0
 DH8641'M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS
 DH8641'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DH8641'ABOVE THE HORIZON.
 DH8641
 DH8641                          STATION RECOVERY (2010)
 DH8641
 DH8641'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8641'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.30 MILE SOUTH OF
 DH8641'LAURAS LANE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8640 ***********************************************************************
 DH8640  DESIGNATION -  4V47
 DH8640  PID         -  DH8640
 DH8640  STATE/COUNTY-  WI/PORTAGE
 DH8640  COUNTRY     -  US
 DH8640  USGS QUAD   -  ALMOND (2018)
 DH8640
 DH8640                         *CURRENT SURVEY CONTROL
 DH8640  ______________________________________________________________________
 DH8640* NAD 83(1986) POSITION- 44 18 18.2    (N) 089 27 25.2    (W)   HD_HELD2
 DH8640* NAVD 88 ORTHO HEIGHT -   342.061 (meters)     1122.25  (feet) ADJUSTED
 DH8640  ______________________________________________________________________
 DH8640  GEOID HEIGHT    -        -36.044 (meters)                     GEOID18
 DH8640  DYNAMIC HEIGHT  -        341.990 (meters)     1122.01  (feet) COMP
 DH8640  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 DH8640
 DH8640  VERT ORDER      -  SECOND    CLASS I
 DH8640
 DH8640.The horizontal coordinates were established by autonomous hand held GPS
 DH8640.observations and have an estimated accuracy of +/- 10 meters.
 DH8640
 DH8640.The orthometric height was determined by differential leveling and
 DH8640.adjusted by the WI DEPT OF TRANSP
 DH8640.in May 2012.
 DH8640
 DH8640.No vertical observational check was made to the station.
 DH8640
 DH8640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8640.GEOID18 height accuracy estimate available here.
 DH8640
 DH8640.Click photographs - Photos may exist for this station.
 DH8640
 DH8640.The dynamic height is computed by dividing the NAVD 88
 DH8640.geopotential number by the normal gravity value computed on the
 DH8640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8640.degrees latitude (g = 980.6199 gals.).
 DH8640
 DH8640.The modeled gravity was interpolated from observed gravity values.
 DH8640
 DH8640;                    North         East    Units  Estimated Accuracy
 DH8640;SPC WI C     -    52,562.      643,327.      MT  (+/- 10 meters HH2 GPS)
 DH8640
 DH8640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0402208691(NAD 83)
 DH8640
 DH8640                          SUPERSEDED SURVEY CONTROL
 DH8640
 DH8640  NAVD 88 (04/20/07)  342.037  (m)         1122.17   (f) SUPERSEDED  2 1
 DH8640
 DH8640.Superseded values are not recommended for survey control.
 DH8640
 DH8640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8640.See file dsdata.pdf to determine how the superseded data were derived.
 DH8640
 DH8640_MARKER: DD = SURVEY DISK
 DH8640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8640_STAMPING: 4V47 2004
 DH8640_MARK LOGO: WIDT
 DH8640_PROJECTION: FLUSH
 DH8640_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8640+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2010
 DH8640
 DH8640  HISTORY     - Date     Condition        Report By
 DH8640  HISTORY     - 2004     MONUMENTED       WIDT
 DH8640  HISTORY     - 20101006 GOOD             WIDT
 DH8640
 DH8640                          STATION DESCRIPTION
 DH8640
 DH8640'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8640'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8640'COUNTY HIGHWAY WEST WITH COUNTY HIGHWAY BB ABOUT 3 MI (4.83 KM) EAST
 DH8640'OF THE COMMUNITY OF BENCROFT, GO SOUTH ON COUNTY HIGHWAY BB FOR 0.05
 DH8640'MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8640'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8640'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3
 DH8640'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 13.8 M (45.3 FT) EAST
 DH8640'OF THE CENTERLINE OF COUNTY HIGHWAY BB, 67 M (219.8 FT) SOUTH OF THE
 DH8640'CENTERLINE OF COUNTY HIGHWAY W, 58 M (190.3 FT) NORTHEAST OF POWERPOLE
 DH8640'--21-9-7 26/9--, 2 M (6.6 FT) WEST OF A CULTIVATED FIELD, 1.0 M (3.3
 DH8640'FT) EAST OF A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHWEST OF
 DH8640'A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) NORTHWEST OF A WHITE
 DH8640'PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH8640'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8640
 DH8640                          STATION RECOVERY (2010)
 DH8640
 DH8640'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8639 ***********************************************************************
 DH8639  DESIGNATION -  4V48
 DH8639  PID         -  DH8639
 DH8639  STATE/COUNTY-  WI/PORTAGE
 DH8639  COUNTRY     -  US
 DH8639  USGS QUAD   -  ALMOND (2018)
 DH8639
 DH8639                         *CURRENT SURVEY CONTROL
 DH8639  ______________________________________________________________________
 DH8639* NAD 83(1986) POSITION- 44 19 33.4    (N) 089 27 24.2    (W)   HD_HELD2
 DH8639* NAVD 88 ORTHO HEIGHT -   346.276 (meters)     1136.07  (feet) ADJUSTED
 DH8639  ______________________________________________________________________
 DH8639  GEOID HEIGHT    -        -36.033 (meters)                     GEOID18
 DH8639  DYNAMIC HEIGHT  -        346.205 (meters)     1135.84  (feet) COMP
 DH8639  MODELED GRAVITY -    980,403.6   (mgal)                       NAVD 88
 DH8639
 DH8639  VERT ORDER      -  SECOND    CLASS I
 DH8639
 DH8639.The horizontal coordinates were established by autonomous hand held GPS
 DH8639.observations and have an estimated accuracy of +/- 10 meters.
 DH8639
 DH8639.The orthometric height was determined by differential leveling and
 DH8639.adjusted by the WI DEPT OF TRANSP
 DH8639.in May 2012.
 DH8639
 DH8639.No vertical observational check was made to the station.
 DH8639
 DH8639.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8639.GEOID18 height accuracy estimate available here.
 DH8639
 DH8639.Click photographs - Photos may exist for this station.
 DH8639
 DH8639.The dynamic height is computed by dividing the NAVD 88
 DH8639.geopotential number by the normal gravity value computed on the
 DH8639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8639.degrees latitude (g = 980.6199 gals.).
 DH8639
 DH8639.The modeled gravity was interpolated from observed gravity values.
 DH8639
 DH8639;                    North         East    Units  Estimated Accuracy
 DH8639;SPC WI C     -    54,883.      643,334.      MT  (+/- 10 meters HH2 GPS)
 DH8639
 DH8639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0411411011(NAD 83)
 DH8639
 DH8639                          SUPERSEDED SURVEY CONTROL
 DH8639
 DH8639  NAVD 88 (04/20/07)  346.252  (m)         1136.00   (f) SUPERSEDED  2 1
 DH8639
 DH8639.Superseded values are not recommended for survey control.
 DH8639
 DH8639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8639.See file dsdata.pdf to determine how the superseded data were derived.
 DH8639
 DH8639_MARKER: DD = SURVEY DISK
 DH8639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8639_STAMPING: 4V48 2004
 DH8639_MARK LOGO: WIDT
 DH8639_PROJECTION: FLUSH
 DH8639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8639+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2010
 DH8639
 DH8639  HISTORY     - Date     Condition        Report By
 DH8639  HISTORY     - 2004     MONUMENTED       WIDT
 DH8639  HISTORY     - 20101006 GOOD             WIDT
 DH8639
 DH8639                          STATION DESCRIPTION
 DH8639
 DH8639'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8639'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8639'COUNTY HIGHWAY WEST WITH COUNTY HIGHWAY BB ABOUT 3 MI (4.83 KM) EAST
 DH8639'OF THE COMMUNITY OF BENCROFT, GO NORTH ON COUNTY HIGHWAY BB FOR 1.2 MI
 DH8639'(1.93 KM) TO 5TH AVENUE, CONTINUE NORTH ON COUNTY HIGHWAY BB FOR 0.15
 DH8639'M (0.5 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH8639'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH8639'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3
 DH8639'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 13.2 M (43.3 FT) EAST
 DH8639'OF THE CENTERLINE OF COUNTY HIGHWAY BB, 55 M (180.4 FT) NORTHEAST OF
 DH8639'POWERPOLE --2109 6W3--, 54 M (177.2 FT) SOUTHEAST OF POWERPOLE --2109
 DH8639'6W4--, 2 M (6.6 FT) WEST OF A CULTIVATED FIELD, 1.0 M (3.3 FT) EAST OF
 DH8639'A WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE
 DH8639'PLASTIC WITNESS POST AND 1.0 M (3.3 FT) NORTHWEST OF A WHITE PLASTIC
 DH8639'WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH8639'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8639
 DH8639                          STATION RECOVERY (2010)
 DH8639
 DH8639'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8638 ***********************************************************************
 DH8638  DESIGNATION -  4V49
 DH8638  PID         -  DH8638
 DH8638  STATE/COUNTY-  WI/PORTAGE
 DH8638  COUNTRY     -  US
 DH8638  USGS QUAD   -  ALMOND (2018)
 DH8638
 DH8638                         *CURRENT SURVEY CONTROL
 DH8638  ______________________________________________________________________
 DH8638* NAD 83(1986) POSITION- 44 21 25.0    (N) 089 26 10.9    (W)   HD_HELD2
 DH8638* NAVD 88 ORTHO HEIGHT -   348.657 (meters)     1143.89  (feet) ADJUSTED
 DH8638  ______________________________________________________________________
 DH8638  GEOID HEIGHT    -        -36.044 (meters)                     GEOID18
 DH8638  DYNAMIC HEIGHT  -        348.586 (meters)     1143.65  (feet) COMP
 DH8638  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 DH8638
 DH8638  VERT ORDER      -  SECOND    CLASS I
 DH8638
 DH8638.The horizontal coordinates were established by autonomous hand held GPS
 DH8638.observations and have an estimated accuracy of +/- 10 meters.
 DH8638
 DH8638.The orthometric height was determined by differential leveling and
 DH8638.adjusted by the WI DEPT OF TRANSP
 DH8638.in May 2012.
 DH8638
 DH8638.No vertical observational check was made to the station.
 DH8638
 DH8638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8638.GEOID18 height accuracy estimate available here.
 DH8638
 DH8638.Click photographs - Photos may exist for this station.
 DH8638
 DH8638.The dynamic height is computed by dividing the NAVD 88
 DH8638.geopotential number by the normal gravity value computed on the
 DH8638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8638.degrees latitude (g = 980.6199 gals.).
 DH8638
 DH8638.The modeled gravity was interpolated from observed gravity values.
 DH8638
 DH8638;                    North         East    Units  Estimated Accuracy
 DH8638;SPC WI C     -    58,339.      644,934.      MT  (+/- 10 meters HH2 GPS)
 DH8638
 DH8638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0584014406(NAD 83)
 DH8638
 DH8638                          SUPERSEDED SURVEY CONTROL
 DH8638
 DH8638  NAVD 88 (04/20/07)  348.632  (m)         1143.80   (f) SUPERSEDED  2 1
 DH8638
 DH8638.Superseded values are not recommended for survey control.
 DH8638
 DH8638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8638.See file dsdata.pdf to determine how the superseded data were derived.
 DH8638
 DH8638_MARKER: DD = SURVEY DISK
 DH8638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8638_STAMPING: 4V49 2004
 DH8638_MARK LOGO: WIDT
 DH8638_PROJECTION: FLUSH
 DH8638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8638+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2010
 DH8638
 DH8638  HISTORY     - Date     Condition        Report By
 DH8638  HISTORY     - 2004     MONUMENTED       WIDT
 DH8638  HISTORY     - 20101006 GOOD             WIDT
 DH8638
 DH8638                          STATION DESCRIPTION
 DH8638
 DH8638'DESCRIBED BY WI DEPT OF TRANSP 2004
 DH8638'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8638'STATE HIGHWAY 54 WITH COUNTY HIGHWAY J SOUTH ABOUT 7 MI (11.27 KM)
 DH8638'SOUTHEAST OF THE VILLAGE OF PLOVER, GO SOUTH ON COUNTY HIGHWAY J SOUTH
 DH8638'FOR 1.6 MI (2.57 KM) TO SHERMAN ROAD, CONTINUE SOUTH ON COUNTY HIGHWAY
 DH8638'J FOR 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH8638'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH8638'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH8638'M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 6.9 M (22.6 FT)
 DH8638'WEST OF THE CENTERLINE OF COUNTY HIGHWAY J, 25 M (82.0 FT) SOUTH OF
 DH8638'THE EXTENDED CENTERLINE OF A PRIVATE ENTRANCE, 24.1 M (79.1 FT)
 DH8638'NORTHWEST OF THE NORTHWEST CORNER OF AN ELECTRICAL CABINET, 19.5 M
 DH8638'(64.0 FT) WEST-NORTHWEST OF A TELEPHONE PEDESTAL, 1.0 M (3.3 FT) NORTH
 DH8638'OF A WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) SOUTH OF A WHITE
 DH8638'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DH8638'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8638
 DH8638                          STATION RECOVERY (2010)
 DH8638
 DH8638'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8638'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.0 M EAST, 1.0 M
 DH8638'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4365 ***********************************************************************
 DJ4365  DESIGNATION -  4V50
 DJ4365  PID         -  DJ4365
 DJ4365  STATE/COUNTY-  WI/PORTAGE
 DJ4365  COUNTRY     -  US
 DJ4365  USGS QUAD   -  AMHERST (2018)
 DJ4365
 DJ4365                         *CURRENT SURVEY CONTROL
 DJ4365  ______________________________________________________________________
 DJ4365* NAD 83(1986) POSITION- 44 23 06.11   (N) 089 19 46.93   (W)   HD_HELD1
 DJ4365* NAVD 88 ORTHO HEIGHT -   339.914 (meters)     1115.20  (feet) ADJUSTED
 DJ4365  ______________________________________________________________________
 DJ4365  GEOID HEIGHT    -        -36.181 (meters)                     GEOID18
 DJ4365  DYNAMIC HEIGHT  -        339.847 (meters)     1114.98  (feet) COMP
 DJ4365  MODELED GRAVITY -    980,411.9   (mgal)                       NAVD 88
 DJ4365
 DJ4365  VERT ORDER      -  SECOND    CLASS I
 DJ4365
 DJ4365.The horizontal coordinates were determined by differentially corrected
 DJ4365.hand held GPS observations or other comparable positioning techniques
 DJ4365.and have an estimated accuracy of +/- 3 meters.
 DJ4365
 DJ4365.The orthometric height was determined by differential leveling and
 DJ4365.adjusted by the WI DEPT OF TRANSP
 DJ4365.in May 2012.
 DJ4365
 DJ4365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4365.GEOID18 height accuracy estimate available here.
 DJ4365
 DJ4365.Click photographs - Photos may exist for this station.
 DJ4365
 DJ4365.The dynamic height is computed by dividing the NAVD 88
 DJ4365.geopotential number by the normal gravity value computed on the
 DJ4365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4365.degrees latitude (g = 980.6199 gals.).
 DJ4365
 DJ4365.The modeled gravity was interpolated from observed gravity values.
 DJ4365
 DJ4365;                    North         East    Units  Estimated Accuracy
 DJ4365;SPC WI C     -    61,524.0     653,411.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4365
 DJ4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1442917278(NAD 83)
 DJ4365
 DJ4365                          SUPERSEDED SURVEY CONTROL
 DJ4365
 DJ4365  NAVD 88 (07/08/08)  339.890  (m)         1115.12   (f) SUPERSEDED  2 1
 DJ4365
 DJ4365.Superseded values are not recommended for survey control.
 DJ4365
 DJ4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4365.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4365
 DJ4365_MARKER: DD = SURVEY DISK
 DJ4365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4365_STAMPING: 4V50 2005
 DJ4365_MARK LOGO: WIDT
 DJ4365_PROJECTION: FLUSH
 DJ4365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4365+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2010
 DJ4365
 DJ4365  HISTORY     - Date     Condition        Report By
 DJ4365  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4365  HISTORY     - 20060523 GOOD             WIDT
 DJ4365  HISTORY     - 20101013 GOOD             WIDT
 DJ4365
 DJ4365                          STATION DESCRIPTION
 DJ4365
 DJ4365'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4365'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4365'HIGHWAY A ABOUT 6 MI (9.7 KM) SOUTHWEST OF THE VILLAGE OF AMHERST, GO
 DJ4365'NORTH ON COUNTY HIGHWAY A FOR 1.25 MI (2.0 KM) TO COUNTY HIGHWAY Q ON
 DJ4365'THE LEFT, TURN LEFT AND GO NORTHERLY ON COUNTY HIGHWAY Q FOR 0.8 MI
 DJ4365'(1.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4365'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4365'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4365'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4365'PAVEMENT.  THE STATION IS 7.9 M (25.9 FT) SOUTHEAST OF THE CENTERLINE
 DJ4365'OF COUNTY HIGHWAY Q, 28 M (91.9 FT) EAST OF THE EXTENDED CENTER OF A
 DJ4365'PRIVATE ENTRANCE --6324--, 25 M (82.0 FT) SOUTHWEST OF A POWER POLE
 DJ4365'--22-10-18 42/38--, 13 M (42.7 FT) NORTHEAST OF A FIELD ENTRANCE, AND
 DJ4365'1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC
 DJ4365'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4365'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO
 DJ4365'THE WEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DJ4365
 DJ4365                          STATION RECOVERY (2010)
 DJ4365
 DJ4365'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4367 ***********************************************************************
 DJ4367  DESIGNATION -  4V51
 DJ4367  PID         -  DJ4367
 DJ4367  STATE/COUNTY-  WI/PORTAGE
 DJ4367  COUNTRY     -  US
 DJ4367  USGS QUAD   -  AMHERST (2018)
 DJ4367
 DJ4367                         *CURRENT SURVEY CONTROL
 DJ4367  ______________________________________________________________________
 DJ4367* NAD 83(1986) POSITION- 44 24 42.50   (N) 089 17 26.78   (W)   HD_HELD1
 DJ4367* NAVD 88 ORTHO HEIGHT -   343.636 (meters)     1127.41  (feet) ADJUSTED
 DJ4367  ______________________________________________________________________
 DJ4367  GEOID HEIGHT    -        -36.207 (meters)                     GEOID18
 DJ4367  DYNAMIC HEIGHT  -        343.571 (meters)     1127.20  (feet) COMP
 DJ4367  MODELED GRAVITY -    980,419.9   (mgal)                       NAVD 88
 DJ4367
 DJ4367  VERT ORDER      -  SECOND    CLASS I
 DJ4367
 DJ4367.The horizontal coordinates were determined by differentially corrected
 DJ4367.hand held GPS observations or other comparable positioning techniques
 DJ4367.and have an estimated accuracy of +/- 3 meters.
 DJ4367
 DJ4367.The orthometric height was determined by differential leveling and
 DJ4367.adjusted by the WI DEPT OF TRANSP
 DJ4367.in May 2012.
 DJ4367
 DJ4367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4367.GEOID18 height accuracy estimate available here.
 DJ4367
 DJ4367.Click photographs - Photos may exist for this station.
 DJ4367
 DJ4367.The dynamic height is computed by dividing the NAVD 88
 DJ4367.geopotential number by the normal gravity value computed on the
 DJ4367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4367.degrees latitude (g = 980.6199 gals.).
 DJ4367
 DJ4367.The modeled gravity was interpolated from observed gravity values.
 DJ4367
 DJ4367;                    North         East    Units  Estimated Accuracy
 DJ4367;SPC WI C     -    64,525.4     656,487.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4367
 DJ4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1761320165(NAD 83)
 DJ4367
 DJ4367                          SUPERSEDED SURVEY CONTROL
 DJ4367
 DJ4367  NAVD 88 (07/08/08)  343.612  (m)         1127.33   (f) SUPERSEDED  2 1
 DJ4367
 DJ4367.Superseded values are not recommended for survey control.
 DJ4367
 DJ4367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4367.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4367
 DJ4367_MARKER: DD = SURVEY DISK
 DJ4367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4367_STAMPING: 4V51 2005
 DJ4367_MARK LOGO: WIDT
 DJ4367_PROJECTION: FLUSH
 DJ4367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4367+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2010
 DJ4367
 DJ4367  HISTORY     - Date     Condition        Report By
 DJ4367  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4367  HISTORY     - 20060523 GOOD             WIDT
 DJ4367  HISTORY     - 20101013 GOOD             WIDT
 DJ4367
 DJ4367                          STATION DESCRIPTION
 DJ4367
 DJ4367'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4367'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4367'HIGHWAY A JUST SOUTHEAST OF THE VILLAGE OF AMHERST, GO SOUTH OF COUNTY
 DJ4367'HIGHWAY A FOR 1.45 MI (2.3 KM) TO DAMRAU ROAD ON THE RIGHT, CONTINUE
 DJ4367'SOUTH ON COUNTY HIGHWAY A FOR 0.45 MI (0.7 KM) TO THE STATION ON THE
 DJ4367'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4367'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4367'INCH) DIAMETER CONCRETE POST (2.1 M DEEP), LOCATED WITHIN THE
 DJ4367'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4367'11.1 M (36.4 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY A, 60 M
 DJ4367'(196.9 FT) NORTHEAST OF A PRIVATE ENTRANCE --5577--, 23.5 M (77.1 FT)
 DJ4367'SOUTHEAST OF A POWER POLE --22-10-4 36/30--, AND 1.0 M (3.3 FT)
 DJ4367'NORTHWEST, SOUTHWEST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4367'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4367'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4367
 DJ4367                          STATION RECOVERY (2010)
 DJ4367
 DJ4367'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4367'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4368 ***********************************************************************
 DJ4368  DESIGNATION -  4V52
 DJ4368  PID         -  DJ4368
 DJ4368  STATE/COUNTY-  WI/PORTAGE
 DJ4368  COUNTRY     -  US
 DJ4368  USGS QUAD   -  AMHERST (2018)
 DJ4368
 DJ4368                         *CURRENT SURVEY CONTROL
 DJ4368  ______________________________________________________________________
 DJ4368* NAD 83(1986) POSITION- 44 26 15.87   (N) 089 17 00.63   (W)   HD_HELD1
 DJ4368* NAVD 88 ORTHO HEIGHT -   316.950 (meters)     1039.86  (feet) ADJUSTED
 DJ4368  ______________________________________________________________________
 DJ4368  GEOID HEIGHT    -        -36.200 (meters)                     GEOID18
 DJ4368  DYNAMIC HEIGHT  -        316.890 (meters)     1039.66  (feet) COMP
 DJ4368  MODELED GRAVITY -    980,423.4   (mgal)                       NAVD 88
 DJ4368
 DJ4368  VERT ORDER      -  SECOND    CLASS I
 DJ4368
 DJ4368.The horizontal coordinates were determined by differentially corrected
 DJ4368.hand held GPS observations or other comparable positioning techniques
 DJ4368.and have an estimated accuracy of +/- 3 meters.
 DJ4368
 DJ4368.The orthometric height was determined by differential leveling and
 DJ4368.adjusted by the WI DEPT OF TRANSP
 DJ4368.in May 2012.
 DJ4368
 DJ4368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4368.GEOID18 height accuracy estimate available here.
 DJ4368
 DJ4368.Click photographs - Photos may exist for this station.
 DJ4368
 DJ4368.The dynamic height is computed by dividing the NAVD 88
 DJ4368.geopotential number by the normal gravity value computed on the
 DJ4368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4368.degrees latitude (g = 980.6199 gals.).
 DJ4368
 DJ4368.The modeled gravity was interpolated from observed gravity values.
 DJ4368
 DJ4368;                    North         East    Units  Estimated Accuracy
 DJ4368;SPC WI C     -    67,412.3     657,040.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4368
 DJ4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1827223029(NAD 83)
 DJ4368
 DJ4368                          SUPERSEDED SURVEY CONTROL
 DJ4368
 DJ4368  NAVD 88 (07/08/08)  316.925  (m)         1039.78   (f) SUPERSEDED  2 1
 DJ4368
 DJ4368.Superseded values are not recommended for survey control.
 DJ4368
 DJ4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4368.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4368
 DJ4368_MARKER: DD = SURVEY DISK
 DJ4368_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4368_SP_SET: BRIDGE COLUMN
 DJ4368_STAMPING: 4V52 2005
 DJ4368_MARK LOGO: WIDT
 DJ4368_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4368+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2010
 DJ4368
 DJ4368  HISTORY     - Date     Condition        Report By
 DJ4368  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4368  HISTORY     - 20060522 GOOD             WIDT
 DJ4368  HISTORY     - 20101013 GOOD             WIDT
 DJ4368
 DJ4368                          STATION DESCRIPTION
 DJ4368
 DJ4368'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4368'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4368'HIGHWAY A JUST SOUTHEAST OF THE VILLAGE OF AMHERST.  THE STATION IS A
 DJ4368'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4368'STATION DISK SET VERTICALLY IN THE SOUTHERNMOST COLUMN SUPPORT OF THE
 DJ4368'US HIGHWAY 10 BRIDGE.  THE STATION IS 7.5 M (24.6 FT) EAST OF THE
 DJ4368'CENTERLINE OF SOUTHBOUND COUNTY HIGHWAY A, 22.3 M (73.2 FT) NORTHWEST
 DJ4368'OF A WOOD POST FOR --STOP AHEAD-- SIGN, 17.6 M (57.7 FT) NORTH OF THE
 DJ4368'SOUTHERNMOST WOOD POST ATTACHED TO A METAL GUARD RAIL, AND ABOUT 0.5 M
 DJ4368'(1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  ---NOTE---THIS STATION IS SET
 DJ4368'VERTICALLY AND NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4368
 DJ4368                          STATION RECOVERY (2010)
 DJ4368
 DJ4368'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4368'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 2.7 M EAST OF A
 DJ4368'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4319 ***********************************************************************
 DJ4319  DESIGNATION -  4V54
 DJ4319  PID         -  DJ4319
 DJ4319  STATE/COUNTY-  WI/WAUPACA
 DJ4319  COUNTRY     -  US
 DJ4319  USGS QUAD   -  OGDENSBURG (2018)
 DJ4319
 DJ4319                         *CURRENT SURVEY CONTROL
 DJ4319  ______________________________________________________________________
 DJ4319* NAD 83(1986) POSITION- 44 23 06.41   (N) 089 05 34.48   (W)   HD_HELD1
 DJ4319* NAVD 88 ORTHO HEIGHT -   275.097 (meters)      902.55  (feet) ADJUSTED
 DJ4319  ______________________________________________________________________
 DJ4319  GEOID HEIGHT    -        -36.391 (meters)                     GEOID18
 DJ4319  DYNAMIC HEIGHT  -        275.049 (meters)      902.39  (feet) COMP
 DJ4319  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 DJ4319
 DJ4319  VERT ORDER      -  SECOND    CLASS I
 DJ4319
 DJ4319.The horizontal coordinates were determined by differentially corrected
 DJ4319.hand held GPS observations or other comparable positioning techniques
 DJ4319.and have an estimated accuracy of +/- 3 meters.
 DJ4319
 DJ4319.The orthometric height was determined by differential leveling and
 DJ4319.adjusted by the WI DEPT OF TRANSP
 DJ4319.in May 2012.
 DJ4319
 DJ4319.No vertical observational check was made to the station.
 DJ4319
 DJ4319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4319.GEOID18 height accuracy estimate available here.
 DJ4319
 DJ4319.Click photographs - Photos may exist for this station.
 DJ4319
 DJ4319.The dynamic height is computed by dividing the NAVD 88
 DJ4319.geopotential number by the normal gravity value computed on the
 DJ4319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4319.degrees latitude (g = 980.6199 gals.).
 DJ4319
 DJ4319.The modeled gravity was interpolated from observed gravity values.
 DJ4319
 DJ4319;                    North         East    Units  Estimated Accuracy
 DJ4319;SPC WI C     -    61,716.5     672,278.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4319
 DJ4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3329116778(NAD 83)
 DJ4319
 DJ4319                          SUPERSEDED SURVEY CONTROL
 DJ4319
 DJ4319  NAVD 88 (07/08/08)  275.071  (m)          902.46   (f) SUPERSEDED  2 1
 DJ4319
 DJ4319.Superseded values are not recommended for survey control.
 DJ4319
 DJ4319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4319.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4319
 DJ4319_MARKER: DD = SURVEY DISK
 DJ4319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4319_STAMPING: 4V54 2005
 DJ4319_MARK LOGO: WIDT
 DJ4319_PROJECTION: FLUSH
 DJ4319_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4319+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2010
 DJ4319
 DJ4319  HISTORY     - Date     Condition        Report By
 DJ4319  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4319  HISTORY     - 20051018 GOOD             WIDT
 DJ4319  HISTORY     - 20081008 GOOD             GEOSPC
 DJ4319  HISTORY     - 20101020 GOOD             WIDT
 DJ4319
 DJ4319                          STATION DESCRIPTION
 DJ4319
 DJ4319'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4319'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 (FULTON
 DJ4319'STREET) WITH STATE HIGHWAY 49 NORTH (HARRISON STREET) IN THE CITY OF
 DJ4319'WAUPACA, GO NORTH ON STATE HIGHWAY 49 (HARRISON STREET) FOR 1.9 MI
 DJ4319'(3.1 KM) TO GOLDSMITH ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 DJ4319'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4319'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4319'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4319'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4319'8.8 M (28.9 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 49, 62 M
 DJ4319'(203.4 FT) SOUTH OF THE CENTERLINE OF OLSON LANE, 45 M (147.6 FT)
 DJ4319'NORTH OF THE EXTENDED CENTERLINE OF GOLDSMITH ROAD, 3 M (9.8 FT) EAST
 DJ4319'OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF A
 DJ4319'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4319'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4319
 DJ4319                          STATION RECOVERY (2008)
 DJ4319
 DJ4319'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2008 (DJH)
 DJ4319'RECOVERED AS DESCRIBED.
 DJ4319
 DJ4319                          STATION RECOVERY (2010)
 DJ4319
 DJ4319'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4322 ***********************************************************************
 DJ4322  DESIGNATION -  4V55
 DJ4322  PID         -  DJ4322
 DJ4322  STATE/COUNTY-  WI/WAUPACA
 DJ4322  COUNTRY     -  US
 DJ4322  USGS QUAD   -  OGDENSBURG (2018)
 DJ4322
 DJ4322                         *CURRENT SURVEY CONTROL
 DJ4322  ______________________________________________________________________
 DJ4322* NAD 83(1986) POSITION- 44 27 18.16   (N) 089 04 03.56   (W)   HD_HELD1
 DJ4322* NAVD 88 ORTHO HEIGHT -   282.614 (meters)      927.21  (feet) ADJUSTED
 DJ4322  ______________________________________________________________________
 DJ4322  GEOID HEIGHT    -        -36.364 (meters)                     GEOID18
 DJ4322  DYNAMIC HEIGHT  -        282.567 (meters)      927.06  (feet) COMP
 DJ4322  MODELED GRAVITY -    980,443.2   (mgal)                       NAVD 88
 DJ4322
 DJ4322  VERT ORDER      -  SECOND    CLASS I
 DJ4322
 DJ4322.The horizontal coordinates were determined by differentially corrected
 DJ4322.hand held GPS observations or other comparable positioning techniques
 DJ4322.and have an estimated accuracy of +/- 3 meters.
 DJ4322
 DJ4322.The orthometric height was determined by differential leveling and
 DJ4322.adjusted by the WI DEPT OF TRANSP
 DJ4322.in May 2012.
 DJ4322
 DJ4322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4322.GEOID18 height accuracy estimate available here.
 DJ4322
 DJ4322.Click photographs - Photos may exist for this station.
 DJ4322
 DJ4322.The dynamic height is computed by dividing the NAVD 88
 DJ4322.geopotential number by the normal gravity value computed on the
 DJ4322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4322.degrees latitude (g = 980.6199 gals.).
 DJ4322
 DJ4322.The modeled gravity was interpolated from observed gravity values.
 DJ4322
 DJ4322;                    North         East    Units  Estimated Accuracy
 DJ4322;SPC WI C     -    69,509.3     674,201.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4322
 DJ4322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3549924494(NAD 83)
 DJ4322
 DJ4322                          SUPERSEDED SURVEY CONTROL
 DJ4322
 DJ4322  NAVD 88 (07/08/08)  282.590  (m)          927.13   (f) SUPERSEDED  2 1
 DJ4322
 DJ4322.Superseded values are not recommended for survey control.
 DJ4322
 DJ4322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4322.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4322
 DJ4322_MARKER: DD = SURVEY DISK
 DJ4322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4322_STAMPING: 4V55 2005
 DJ4322_MARK LOGO: WIDT
 DJ4322_PROJECTION: FLUSH
 DJ4322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4322+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4322
 DJ4322  HISTORY     - Date     Condition        Report By
 DJ4322  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4322  HISTORY     - 20051031 GOOD             WIDT
 DJ4322  HISTORY     - 20101025 GOOD             WIDT
 DJ4322
 DJ4322                          STATION DESCRIPTION
 DJ4322
 DJ4322'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4322'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E AND COUNTY
 DJ4322'HIGHWAY K (WATER STREET) WITH COUNTY HIGHWAY B (MAIN STREET) IN THE
 DJ4322'VILLAGE OF OGDENSBURG, GO WEST ON COUNTY HIGHWAY B FOR 1.5 MI (2.4 KM)
 DJ4322'TO DRATH ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY HIGHWAY B FOR 0.3
 DJ4322'MI (0.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4322'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4322'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4322'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4322'PAVEMENT.  THE STATION IS 9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF
 DJ4322'COUNTY HIGHWAY B, 57 M (187.0 FT) EAST OF A PRIVATE ENTRANCE --E
 DJ4322'3184--, 36.5 M (119.8 FT) EAST OF A WOOD POST FOR A --CURVE
 DJ4322'AHEAD--SIGN, AND 1.0 M (3.3 FT) NORTH, SOUTHWEST, AND SOUTHEAST OF A
 DJ4322'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4322'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4322
 DJ4322                          STATION RECOVERY (2010)
 DJ4322
 DJ4322'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4323 ***********************************************************************
 DJ4323  DESIGNATION -  4V56
 DJ4323  PID         -  DJ4323
 DJ4323  STATE/COUNTY-  WI/WAUPACA
 DJ4323  COUNTRY     -  US
 DJ4323  USGS QUAD   -  OGDENSBURG (2018)
 DJ4323
 DJ4323                         *CURRENT SURVEY CONTROL
 DJ4323  ______________________________________________________________________
 DJ4323* NAD 83(1986) POSITION- 44 27 06.35   (N) 089 01 56.62   (W)   HD_HELD1
 DJ4323* NAVD 88 ORTHO HEIGHT -   259.493 (meters)      851.35  (feet) ADJUSTED
 DJ4323  ______________________________________________________________________
 DJ4323  GEOID HEIGHT    -        -36.393 (meters)                     GEOID18
 DJ4323  DYNAMIC HEIGHT  -        259.450 (meters)      851.21  (feet) COMP
 DJ4323  MODELED GRAVITY -    980,444.4   (mgal)                       NAVD 88
 DJ4323
 DJ4323  VERT ORDER      -  SECOND    CLASS I
 DJ4323
 DJ4323.The horizontal coordinates were determined by differentially corrected
 DJ4323.hand held GPS observations or other comparable positioning techniques
 DJ4323.and have an estimated accuracy of +/- 3 meters.
 DJ4323
 DJ4323.The orthometric height was determined by differential leveling and
 DJ4323.adjusted by the WI DEPT OF TRANSP
 DJ4323.in May 2012.
 DJ4323
 DJ4323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4323.GEOID18 height accuracy estimate available here.
 DJ4323
 DJ4323.Click photographs - Photos may exist for this station.
 DJ4323
 DJ4323.The dynamic height is computed by dividing the NAVD 88
 DJ4323.geopotential number by the normal gravity value computed on the
 DJ4323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4323.degrees latitude (g = 980.6199 gals.).
 DJ4323
 DJ4323.The modeled gravity was interpolated from observed gravity values.
 DJ4323
 DJ4323;                    North         East    Units  Estimated Accuracy
 DJ4323;SPC WI C     -    69,177.6     677,012.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4323
 DJ4323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3829524060(NAD 83)
 DJ4323
 DJ4323                          SUPERSEDED SURVEY CONTROL
 DJ4323
 DJ4323  NAVD 88 (07/08/08)  259.469  (m)          851.27   (f) SUPERSEDED  2 1
 DJ4323
 DJ4323.Superseded values are not recommended for survey control.
 DJ4323
 DJ4323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4323.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4323
 DJ4323_MARKER: DD = SURVEY DISK
 DJ4323_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4323_SP_SET: WINGWALL
 DJ4323_STAMPING: 4V56 2005
 DJ4323_MARK LOGO: WIDT
 DJ4323_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4323+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4323
 DJ4323  HISTORY     - Date     Condition        Report By
 DJ4323  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4323  HISTORY     - 20051101 GOOD             WIDT
 DJ4323  HISTORY     - 20101025 GOOD             WIDT
 DJ4323
 DJ4323                          STATION DESCRIPTION
 DJ4323
 DJ4323'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4323'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E AND COUNTY
 DJ4323'HIGHWAY K (WATER STREET) WITH COUNTY HIGHWAY B (MAIN STREET) IN THE
 DJ4323'VILLAGE OF OGDENSBURG, GO WEST ON COUNTY HIGHWAY B (MAIN STREET) FOR
 DJ4323'0.05 MI (0.1 KM) TO THE BRIDGE OVER ENGIBRETSON CREEK AND THE STATION
 DJ4323'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4323'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4323'THE SOUTHWEST WING WALL OF THE BRIDGE, ABOUT LEVEL WITH THE STREET
 DJ4323'PAVEMENT.  THE STATION IS 9.7 M (31.8 FT) SOUTH OF THE CENTERLINE OF
 DJ4323'COUNTY HIGHWAY B (MAIN STREET), 22.5 M (73.8 FT) WEST OF A WOOD POST
 DJ4323'FOR A --COUNTY HIGHWAY B EAST-- SIGN, 9.4 M (30.8 FT) EAST OF A POWER
 DJ4323'POLE, AND 0.3 M (1.0 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DJ4323'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4323
 DJ4323                          STATION RECOVERY (2010)
 DJ4323
 DJ4323'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4324 ***********************************************************************
 DJ4324  DESIGNATION -  4V57
 DJ4324  PID         -  DJ4324
 DJ4324  STATE/COUNTY-  WI/WAUPACA
 DJ4324  COUNTRY     -  US
 DJ4324  USGS QUAD   -  OGDENSBURG (2018)
 DJ4324
 DJ4324                         *CURRENT SURVEY CONTROL
 DJ4324  ______________________________________________________________________
 DJ4324* NAD 83(1986) POSITION- 44 28 29.08   (N) 089 02 28.74   (W)   HD_HELD1
 DJ4324* NAVD 88 ORTHO HEIGHT -   264.815 (meters)      868.81  (feet) ADJUSTED
 DJ4324  ______________________________________________________________________
 DJ4324  GEOID HEIGHT    -        -36.376 (meters)                     GEOID18
 DJ4324  DYNAMIC HEIGHT  -        264.771 (meters)      868.67  (feet) COMP
 DJ4324  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 DJ4324
 DJ4324  VERT ORDER      -  SECOND    CLASS I
 DJ4324
 DJ4324.The horizontal coordinates were determined by differentially corrected
 DJ4324.hand held GPS observations or other comparable positioning techniques
 DJ4324.and have an estimated accuracy of +/- 3 meters.
 DJ4324
 DJ4324.The orthometric height was determined by differential leveling and
 DJ4324.adjusted by the WI DEPT OF TRANSP
 DJ4324.in May 2012.
 DJ4324
 DJ4324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4324.GEOID18 height accuracy estimate available here.
 DJ4324
 DJ4324.Click photographs - Photos may exist for this station.
 DJ4324
 DJ4324.The dynamic height is computed by dividing the NAVD 88
 DJ4324.geopotential number by the normal gravity value computed on the
 DJ4324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4324.degrees latitude (g = 980.6199 gals.).
 DJ4324
 DJ4324.The modeled gravity was interpolated from observed gravity values.
 DJ4324
 DJ4324;                    North         East    Units  Estimated Accuracy
 DJ4324;SPC WI C     -    71,722.5     676,272.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4324
 DJ4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3764926630(NAD 83)
 DJ4324
 DJ4324                          SUPERSEDED SURVEY CONTROL
 DJ4324
 DJ4324  NAVD 88 (07/08/08)  264.791  (m)          868.74   (f) SUPERSEDED  2 1
 DJ4324
 DJ4324.Superseded values are not recommended for survey control.
 DJ4324
 DJ4324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4324.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4324
 DJ4324_MARKER: DD = SURVEY DISK
 DJ4324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4324_STAMPING: 4V57 2005
 DJ4324_MARK LOGO: WIDT
 DJ4324_PROJECTION: FLUSH
 DJ4324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4324+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4324
 DJ4324  HISTORY     - Date     Condition        Report By
 DJ4324  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4324  HISTORY     - 20051102 GOOD             WIDT
 DJ4324  HISTORY     - 20101025 GOOD             WIDT
 DJ4324
 DJ4324                          STATION DESCRIPTION
 DJ4324
 DJ4324'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4324'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E AND COUNTY
 DJ4324'HIGHWAY K (WATER STREET) WITH COUNTY HIGHWAY B (MAIN STREET) IN THE
 DJ4324'VILLAGE OF OGDENSBURG, GO NORTH ON COUNTY HIGHWAY E FOR 1.2 MI (1.9
 DJ4324'KM) TO KNUTSON LAKE ROAD ON THE RIGHT, CONTINUE NORTH ON COUNTY
 DJ4324'HIGHWAY E FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4324'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4324'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4324'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4324'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.8 M (35.4
 DJ4324'FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY EAST, 0.3 MI (0.5 KM)
 DJ4324'SOUTH OF CUT OFF ROAD, 0.9 M (3.0 FT) WEST OF A YELLOW WOODEN
 DJ4324'RIGHT-OF-WAY POST, 1.0 M (3.3 FT) EAST, SOUTHWEST, AND NORTHWEST OF A
 DJ4324'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4324'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4324
 DJ4324                          STATION RECOVERY (2010)
 DJ4324
 DJ4324'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4324'RECOVERED IN GOOD CONDITION.  A CORRECTED TO REACH FOLLOWS--- TO REACH
 DJ4324'THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E AND COUNTY HIGHWAY K
 DJ4324'(WATER STREET) WITH COUNTY HIGHWAY B (MAIN STREET) IN THE VILLAGE OF
 DJ4324'OGDENSBURG, GO NORTH ON COUNTY HIGHWAY E FOR 1.3 MILES TO TANNER ROAD
 DJ4324'LEFT, CONTINUE NORTH ON COUNTY HIGHWAY E FOR 0.45 MILE TO THE STATION
 DJ4324'ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4826 ***********************************************************************
 DJ4826  DESIGNATION -  4V58
 DJ4826  PID         -  DJ4826
 DJ4826  STATE/COUNTY-  WI/WAUPACA
 DJ4826  COUNTRY     -  US
 DJ4826  USGS QUAD   -  OGDENSBURG (2018)
 DJ4826
 DJ4826                         *CURRENT SURVEY CONTROL
 DJ4826  ______________________________________________________________________
 DJ4826* NAD 83(1986) POSITION- 44 29 14.23   (N) 089 02 28.36   (W)   HD_HELD1
 DJ4826* NAVD 88 ORTHO HEIGHT -   263.981 (meters)      866.08  (feet) ADJUSTED
 DJ4826  ______________________________________________________________________
 DJ4826  GEOID HEIGHT    -        -36.371 (meters)                     GEOID18
 DJ4826  DYNAMIC HEIGHT  -        263.937 (meters)      865.93  (feet) COMP
 DJ4826  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 DJ4826
 DJ4826  VERT ORDER      -  SECOND    CLASS I
 DJ4826
 DJ4826.The horizontal coordinates were determined by differentially corrected
 DJ4826.hand held GPS observations or other comparable positioning techniques
 DJ4826.and have an estimated accuracy of +/- 3 meters.
 DJ4826
 DJ4826.The orthometric height was determined by differential leveling and
 DJ4826.adjusted by the WI DEPT OF TRANSP
 DJ4826.in May 2012.
 DJ4826
 DJ4826.No vertical observational check was made to the station.
 DJ4826
 DJ4826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4826.GEOID18 height accuracy estimate available here.
 DJ4826
 DJ4826.Click photographs - Photos may exist for this station.
 DJ4826
 DJ4826.The dynamic height is computed by dividing the NAVD 88
 DJ4826.geopotential number by the normal gravity value computed on the
 DJ4826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4826.degrees latitude (g = 980.6199 gals.).
 DJ4826
 DJ4826.The modeled gravity was interpolated from observed gravity values.
 DJ4826
 DJ4826;                    North         East    Units  Estimated Accuracy
 DJ4826;SPC WI C     -    73,116.1     676,264.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4826
 DJ4826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3769228023(NAD 83)
 DJ4826
 DJ4826                          SUPERSEDED SURVEY CONTROL
 DJ4826
 DJ4826  NAVD 88 (07/08/08)  263.957  (m)          866.00   (f) SUPERSEDED  2 1
 DJ4826
 DJ4826.Superseded values are not recommended for survey control.
 DJ4826
 DJ4826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4826.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4826
 DJ4826_MARKER: DD = SURVEY DISK
 DJ4826_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4826_SP_SET: BRIDGE WINGWALL
 DJ4826_STAMPING: 4V58 2005
 DJ4826_MARK LOGO: WIDT
 DJ4826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4826+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4826
 DJ4826  HISTORY     - Date     Condition        Report By
 DJ4826  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4826  HISTORY     - 20060320 GOOD             WIDT
 DJ4826  HISTORY     - 20101025 GOOD             WIDT
 DJ4826
 DJ4826                          STATION DESCRIPTION
 DJ4826
 DJ4826'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4826'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 161 WITH
 DJ4826'COUNTY HIGHWAY E ABOUT 5 MI (8.0 KM) EAST OF THE VILLAGE OF IOLA, GO
 DJ4826'SOUTHERLY ON COUNTY HIGHWAY E FOR 1.55 MI (2.5 KM) TO SMITH ROAD ON
 DJ4826'THE LEFT, CONTINUE SOUTHWEST ON COUNTY HIGHWAY E FOR 0.75 MI (1.2 KM)
 DJ4826'TO A BRIDGE OVER THE NORTH BRANCH OF THE LITTLE WOLF RIVER AND THE
 DJ4826'STATION ON THE RIGHT.
 DJ4826'
 DJ4826'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4826'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE NORTHWEST
 DJ4826'WING WALL OF THE BRIDGE, ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DJ4826'PAVEMENT.
 DJ4826'
 DJ4826'THE STATION IS 5.9 M (19.4 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DJ4826'HIGHWAY EAST, 57.9 M (190.0 FT) SOUTHWEST OF A --CURVES AHEAD-- SIGN,
 DJ4826'AND 0.5 M (1.6 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4826'---NOTE---THIS STATION IS SET VERTICALLY AND NOT SUITABLE FOR GPS
 DJ4826'OBSERVATIONS.
 DJ4826
 DJ4826                          STATION RECOVERY (2010)
 DJ4826
 DJ4826'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4826'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.13 MILE NORTH OF
 DJ4826'KNUTSON LAKE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7394 ***********************************************************************
 DE7394  DESIGNATION -  4W01
 DE7394  PID         -  DE7394
 DE7394  STATE/COUNTY-  WI/WAUSHARA
 DE7394  COUNTRY     -  US
 DE7394  USGS QUAD   -  BERLIN (2018)
 DE7394
 DE7394                         *CURRENT SURVEY CONTROL
 DE7394  ______________________________________________________________________
 DE7394* NAD 83(1986) POSITION- 43 59 30.5    (N) 088 56 47.3    (W)   HD_HELD2
 DE7394* NAVD 88 ORTHO HEIGHT -   233.221 (meters)      765.16  (feet) ADJUSTED
 DE7394  ______________________________________________________________________
 DE7394  GEOID HEIGHT    -        -36.379 (meters)                     GEOID18
 DE7394  DYNAMIC HEIGHT  -        233.171 (meters)      765.00  (feet) COMP
 DE7394  MODELED GRAVITY -    980,399.7   (mgal)                       NAVD 88
 DE7394
 DE7394  VERT ORDER      -  SECOND    CLASS I
 DE7394
 DE7394.The horizontal coordinates were established by autonomous hand held GPS
 DE7394.observations and have an estimated accuracy of +/- 10 meters.
 DE7394
 DE7394.The orthometric height was determined by differential leveling and
 DE7394.adjusted by the WI DEPT OF TRANSP
 DE7394.in May 2012.
 DE7394
 DE7394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7394.GEOID18 height accuracy estimate available here.
 DE7394
 DE7394.Click photographs - Photos may exist for this station.
 DE7394
 DE7394.The dynamic height is computed by dividing the NAVD 88
 DE7394.geopotential number by the normal gravity value computed on the
 DE7394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7394.degrees latitude (g = 980.6199 gals.).
 DE7394
 DE7394.The modeled gravity was interpolated from observed gravity values.
 DE7394
 DE7394;                    North         East    Units  Estimated Accuracy
 DE7394;SPC WI S     -   221,810.      684,508.      MT  (+/- 10 meters HH2 GPS)
 DE7394
 DE7394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4392072804(NAD 83)
 DE7394
 DE7394                          SUPERSEDED SURVEY CONTROL
 DE7394
 DE7394  NAVD 88 (04/20/07)  233.197  (m)          765.08   (f) SUPERSEDED  2 1
 DE7394  NAVD 88 (05/16/03)  233.181  (m)          765.03   (f) SUPERSEDED  2 1
 DE7394
 DE7394.Superseded values are not recommended for survey control.
 DE7394
 DE7394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7394.See file dsdata.pdf to determine how the superseded data were derived.
 DE7394
 DE7394_MARKER: DD = SURVEY DISK
 DE7394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7394_STAMPING: 4W01 2001
 DE7394_MARK LOGO: WIDT
 DE7394_PROJECTION: FLUSH
 DE7394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7394+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 DE7394
 DE7394  HISTORY     - Date     Condition        Report By
 DE7394  HISTORY     - 2000     MONUMENTED       WIDT
 DE7394  HISTORY     - 20040102 GOOD             USPSQD
 DE7394  HISTORY     - 20050607 GOOD             WIDT
 DE7394  HISTORY     - 20060813 GOOD             USPSQD
 DE7394
 DE7394                          STATION DESCRIPTION
 DE7394
 DE7394'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7394'THE STATION IS LOCATED ABOUT 32 KM WEST OF OSHKOSH AND 3 KM NORTH OF
 DE7394'BERLIN.  OWNERSHIP--ALLIANT ENERGY BERLIN.  TO REACH THE STATION FROM
 DE7394'THE JUNCTION OF STATE HIGHWAY 21 WITH STATE HIGHWAY 49 ABOUT 8 KM
 DE7394'NORTH OF THE CITY OF BERLIN, GO SOUTH ON STATE HIGHWAY 49 FOR 5.6 KM
 DE7394'TO COUNTY HIGHWAY X ON THE LEFT, TURN LEFT AND GO EAST ON COUNTY
 DE7394'HIGHWAY X FOR 0.8 KM TO COUNTY HIGHWAY XX, TURN RIGHT GO SOUTH ON
 DE7394'COUNTY HIGHWAY XX FOR 0.6 KM TO KNOPF ROAD ON THE LEFT, CONTINUE
 DE7394'SOUTH ON HIGHWAY XX FOR 0.1 KM TO THE STATION ON THE LEFT.  THE
 DE7394'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7394'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7394'CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT 1 M BELOW THE HIGHWAY
 DE7394'PAVEMENT.  THE STATION IS 28.6 M EAST OF THE CENTERLINE OF COUNTY
 DE7394'HIGHWAY XX, 84.3 M SOUTH OF THE CENTERLINE OF KNOPF ROAD, 32.8 M
 DE7394'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ALLIANT ENERGY OFFICE
 DE7394'BUILDING, 14.6 M NORTH OF THE CENTERLINE OF THE SOUTH ENTRANCE TO THE
 DE7394'ALLIANT ENERGY BUILDING, 10.8 M SOUTH OF LIGHT POLE WITH A MAST ARM,
 DE7394'1.7 M WEST OF ALLIANT ENERGY PARKING LOT, AND 1.0 M WEST OF A WHITE
 DE7394'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7394'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7394'EXCEPT FOR TREES TO THE WEST EXTENDING TO 24 DEGREES AND A LIGHT POLE
 DE7394'WITH A MAST ARM TO THE NORTH EXTENDING TO 30 DEGREES.
 DE7394
 DE7394                          STATION RECOVERY (2004)
 DE7394
 DE7394'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7394'RECOVERED IN GOOD CONDITION.
 DE7394
 DE7394                          STATION RECOVERY (2005)
 DE7394
 DE7394'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7394'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7394'
 DE7394
 DE7394                          STATION RECOVERY (2006)
 DE7394
 DE7394'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7395 ***********************************************************************
 DE7395  DESIGNATION -  4W02
 DE7395  PID         -  DE7395
 DE7395  STATE/COUNTY-  WI/WAUSHARA
 DE7395  COUNTRY     -  US
 DE7395  USGS QUAD   -  AURORAVILLE (2018)
 DE7395
 DE7395                         *CURRENT SURVEY CONTROL
 DE7395  ______________________________________________________________________
 DE7395* NAD 83(1986) POSITION- 44 00 47.5    (N) 088 56 48.9    (W)   HD_HELD2
 DE7395* NAVD 88 ORTHO HEIGHT -   236.202 (meters)      774.94  (feet) ADJUSTED
 DE7395  ______________________________________________________________________
 DE7395  GEOID HEIGHT    -        -36.402 (meters)                     GEOID18
 DE7395  DYNAMIC HEIGHT  -        236.152 (meters)      774.78  (feet) COMP
 DE7395  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 DE7395
 DE7395  VERT ORDER      -  SECOND    CLASS I
 DE7395
 DE7395.The horizontal coordinates were established by autonomous hand held GPS
 DE7395.observations and have an estimated accuracy of +/- 10 meters.
 DE7395
 DE7395.The orthometric height was determined by differential leveling and
 DE7395.adjusted by the WI DEPT OF TRANSP
 DE7395.in May 2012.
 DE7395
 DE7395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7395.GEOID18 height accuracy estimate available here.
 DE7395
 DE7395.Click photographs - Photos may exist for this station.
 DE7395
 DE7395.The dynamic height is computed by dividing the NAVD 88
 DE7395.geopotential number by the normal gravity value computed on the
 DE7395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7395.degrees latitude (g = 980.6199 gals.).
 DE7395
 DE7395.The modeled gravity was interpolated from observed gravity values.
 DE7395
 DE7395;                    North         East    Units  Estimated Accuracy
 DE7395;SPC WI S     -   224,186.      684,442.      MT  (+/- 10 meters HH2 GPS)
 DE7395
 DE7395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4394175180(NAD 83)
 DE7395
 DE7395                          SUPERSEDED SURVEY CONTROL
 DE7395
 DE7395  NAVD 88 (04/20/07)  236.177  (m)          774.86   (f) SUPERSEDED  2 1
 DE7395  NAVD 88 (05/16/03)  236.162  (m)          774.81   (f) SUPERSEDED  2 1
 DE7395
 DE7395.Superseded values are not recommended for survey control.
 DE7395
 DE7395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7395.See file dsdata.pdf to determine how the superseded data were derived.
 DE7395
 DE7395_MARKER: DD = SURVEY DISK
 DE7395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7395_STAMPING: 4W02 2001
 DE7395_MARK LOGO: WIDT
 DE7395_PROJECTION: FLUSH
 DE7395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7395+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 DE7395
 DE7395  HISTORY     - Date     Condition        Report By
 DE7395  HISTORY     - 20000711 MONUMENTED       WIDT
 DE7395  HISTORY     - 20040102 GOOD             USPSQD
 DE7395  HISTORY     - 20050613 GOOD             WIDT
 DE7395  HISTORY     - 20060813 GOOD             USPSQD
 DE7395
 DE7395                          STATION DESCRIPTION
 DE7395
 DE7395'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7395'THE STATION IS LOCATED ABOUT 32 KM WEST OF OSHKOSH AND 3 KM NORTH OF
 DE7395'BERLIN. OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH
 DE7395'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH STATE HIGHWAY
 DE7395'49 ABOUT 8 KM NORTH OF THE CITY OF BERLIN, GO SOUTH ON STATE HIGHWAY
 DE7395'49 FOR 3.8 KM TO CYPRESS AVENUE ON THE LEFT, TURN LEFT AND GO EAST ON
 DE7395'CYPRESS AVENUE FOR 1.0 KM TO COUNTY HIGHWAY XX, TURN LEFT AND GO
 DE7395'NORTH ON COUNTY HIGHWAY XX FOR 0.1 KM TO THE STATION ON THE LEFT.
 DE7395'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7395'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7395'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT 1 M BELOW
 DE7395'THE HIGHWAY PAVEMENT.  THE STATION IS 9.2 M WEST OF THE CENTERLINE OF
 DE7395'COUNTY HIGHWAY XX, 83 M NORTH OF THE CENTERLINE OF CYPRESS AVENUE,
 DE7395'20.0 M NORTHWEST OF POWER POLE --18-13-22--, 1 M EAST OF A CULTIVATED
 DE7395'FIELD, AND 1.0 M EAST OF WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DE7395'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7395'ABOVE THE HORIZON.
 DE7395
 DE7395                          STATION RECOVERY (2004)
 DE7395
 DE7395'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7395'RECOVERED IN GOOD CONDITION.
 DE7395
 DE7395                          STATION RECOVERY (2005)
 DE7395
 DE7395'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7395'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20.0 M NORTHWEST OF
 DE7395'TELEPHONE PEDESTAL NUMBER --L150 105-- AND IS 0.5 M EAST, 1.0 M
 DE7395'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7395
 DE7395                          STATION RECOVERY (2006)
 DE7395
 DE7395'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7396 ***********************************************************************
 DE7396  DESIGNATION -  4W03
 DE7396  PID         -  DE7396
 DE7396  STATE/COUNTY-  WI/WAUSHARA
 DE7396  COUNTRY     -  US
 DE7396  USGS QUAD   -  AURORAVILLE (2018)
 DE7396
 DE7396                         *CURRENT SURVEY CONTROL
 DE7396  ______________________________________________________________________
 DE7396* NAD 83(1986) POSITION- 44 01 54.3    (N) 088 58 12.6    (W)   HD_HELD2
 DE7396* NAVD 88 ORTHO HEIGHT -   233.203 (meters)      765.10  (feet) ADJUSTED
 DE7396  ______________________________________________________________________
 DE7396  GEOID HEIGHT    -        -36.411 (meters)                     GEOID18
 DE7396  DYNAMIC HEIGHT  -        233.154 (meters)      764.94  (feet) COMP
 DE7396  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 DE7396
 DE7396  VERT ORDER      -  SECOND    CLASS I
 DE7396
 DE7396.The horizontal coordinates were established by autonomous hand held GPS
 DE7396.observations and have an estimated accuracy of +/- 10 meters.
 DE7396
 DE7396.The orthometric height was determined by differential leveling and
 DE7396.adjusted by the WI DEPT OF TRANSP
 DE7396.in May 2012.
 DE7396
 DE7396.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7396.GEOID18 height accuracy estimate available here.
 DE7396
 DE7396.Click photographs - Photos may exist for this station.
 DE7396
 DE7396.The dynamic height is computed by dividing the NAVD 88
 DE7396.geopotential number by the normal gravity value computed on the
 DE7396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7396.degrees latitude (g = 980.6199 gals.).
 DE7396
 DE7396.The modeled gravity was interpolated from observed gravity values.
 DE7396
 DE7396;                    North         East    Units  Estimated Accuracy
 DE7396;SPC WI S     -   226,225.      682,552.      MT  (+/- 10 meters HH2 GPS)
 DE7396
 DE7396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4212677286(NAD 83)
 DE7396
 DE7396                          SUPERSEDED SURVEY CONTROL
 DE7396
 DE7396  NAVD 88 (04/20/07)  233.178  (m)          765.02   (f) SUPERSEDED  2 1
 DE7396  NAVD 88 (05/16/03)  233.165  (m)          764.98   (f) SUPERSEDED  2 1
 DE7396
 DE7396.Superseded values are not recommended for survey control.
 DE7396
 DE7396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7396.See file dsdata.pdf to determine how the superseded data were derived.
 DE7396
 DE7396_MARKER: DD = SURVEY DISK
 DE7396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7396_STAMPING: 4W03 2001
 DE7396_MARK LOGO: WIDT
 DE7396_PROJECTION: FLUSH
 DE7396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7396+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 DE7396
 DE7396  HISTORY     - Date     Condition        Report By
 DE7396  HISTORY     - 2000     MONUMENTED       WIDT
 DE7396  HISTORY     - 20040102 GOOD             USPSQD
 DE7396  HISTORY     - 20050613 GOOD             WIDT
 DE7396  HISTORY     - 20060813 GOOD             USPSQD
 DE7396
 DE7396                          STATION DESCRIPTION
 DE7396
 DE7396'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7396'THE STATION IS LOCATED ABOUT 35 KM WEST OF OSHKOSH AND 6 KM
 DE7396'NORTH-NORTHWEST OF BERLIN.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7396'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7396'HIGHWAY 21 WITH STATE HIGHWAY 49 ABOUT 9 KM NORTH OF THE CITY OF
 DE7396'BERLIN, GO SOUTH ON STATE HIGHWAY 49 FOR 1.6 KM TO THE STATION ON THE
 DE7396'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7396'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7396'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT 1 M
 DE7396'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 22.8 M WEST OF THE
 DE7396'CENTERLINE OF STATE HIGHWAY 49, 0.6 KM NORTH OF CUMBERLAND ROAD, 44.3
 DE7396'M SOUTHWEST OF A WOOD POST FOR --CURVE-- CAUTION SIGN, 20 M SOUTH OF
 DE7396'THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M EAST OF WHITE
 DE7396'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7396'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7396
 DE7396                          STATION RECOVERY (2004)
 DE7396
 DE7396'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7396'RECOVERED IN GOOD CONDITION.
 DE7396
 DE7396                          STATION RECOVERY (2005)
 DE7396
 DE7396'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7396'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 13.2 M
 DE7396'SOUTH-SOUTHEAST OF THE CENTERLINE OF A TRACK ROAD, AND IS 1.0 M EAST,
 DE7396'1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS
 DE7396'POSTS.
 DE7396
 DE7396                          STATION RECOVERY (2006)
 DE7396
 DE7396'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7397 ***********************************************************************
 DE7397  DESIGNATION -  4W04
 DE7397  PID         -  DE7397
 DE7397  STATE/COUNTY-  WI/WAUSHARA
 DE7397  COUNTRY     -  US
 DE7397  USGS QUAD   -  AURORAVILLE (2018)
 DE7397
 DE7397                         *CURRENT SURVEY CONTROL
 DE7397  ______________________________________________________________________
 DE7397* NAD 83(1986) POSITION- 44 02 34.08   (N) 088 59 04.65   (W)   HD_HELD1
 DE7397* NAVD 88 ORTHO HEIGHT -   243.746 (meters)      799.69  (feet) ADJUSTED
 DE7397  ______________________________________________________________________
 DE7397  GEOID HEIGHT    -        -36.416 (meters)                     GEOID18
 DE7397  DYNAMIC HEIGHT  -        243.696 (meters)      799.53  (feet) COMP
 DE7397  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 DE7397
 DE7397  VERT ORDER      -  SECOND    CLASS I
 DE7397
 DE7397.The horizontal coordinates were determined by differentially corrected
 DE7397.hand held GPS observations or other comparable positioning techniques
 DE7397.and have an estimated accuracy of +/- 3 meters.
 DE7397
 DE7397.The orthometric height was determined by differential leveling and
 DE7397.adjusted by the WI DEPT OF TRANSP
 DE7397.in May 2012.
 DE7397
 DE7397.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7397.GEOID18 height accuracy estimate available here.
 DE7397
 DE7397.Click photographs - Photos may exist for this station.
 DE7397
 DE7397.The dynamic height is computed by dividing the NAVD 88
 DE7397.geopotential number by the normal gravity value computed on the
 DE7397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7397.degrees latitude (g = 980.6199 gals.).
 DE7397
 DE7397.The modeled gravity was interpolated from observed gravity values.
 DE7397
 DE7397;                    North         East    Units  Estimated Accuracy
 DE7397;SPC WI S     -   227,438.1     681,378.4     MT  (+/- 3 meters HH1 GPS) 
 DE7397
 DE7397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4099778541(NAD 83)
 DE7397
 DE7397                          SUPERSEDED SURVEY CONTROL
 DE7397
 DE7397  NAVD 88 (04/20/07)  243.722  (m)          799.61   (f) SUPERSEDED  2 1
 DE7397  NAVD 88 (05/16/03)  243.709  (m)          799.57   (f) SUPERSEDED  2 1
 DE7397
 DE7397.Superseded values are not recommended for survey control.
 DE7397
 DE7397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7397.See file dsdata.pdf to determine how the superseded data were derived.
 DE7397
 DE7397_MARKER: DD = SURVEY DISK
 DE7397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7397_STAMPING: 4W04 2001
 DE7397_MARK LOGO: WIDT
 DE7397_PROJECTION: FLUSH
 DE7397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7397+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 DE7397
 DE7397  HISTORY     - Date     Condition        Report By
 DE7397  HISTORY     - 20000713 MONUMENTED       WIDT
 DE7397  HISTORY     - 20040102 GOOD             USPSQD
 DE7397  HISTORY     - 20050607 GOOD             WIDT
 DE7397  HISTORY     - 20060813 GOOD             USPSQD
 DE7397
 DE7397                          STATION DESCRIPTION
 DE7397
 DE7397'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7397'THE STATION IS LOCATED ABOUT 36 KM WEST OF OSHKOSH AND 8 KM NORTH OF
 DE7397'BERLIN.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE
 DE7397'STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF STATE
 DE7397'HIGHWAY 21 WITH STATE HIGHWAY 49 ABOUT 8 KM NORTH OF THE CITY OF
 DE7397'BERLIN.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7397'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7397'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DE7397'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 40.1 M NORTH OF THE
 DE7397'CENTERLINE OF STATE HIGHWAY 21, 39.3 M WEST OF THE CENTERLINE OF
 DE7397'STATE HIGHWAY 49, 39.9 M NORTHEAST OF A WOOD POST FOR AN
 DE7397'--ADOPT-A-HIGHWAY-- SIGN, AND 10.5 M SOUTHEAST OF A LIGHT POLE.
 DE7397'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7397'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A LIGHT POLE TO THE
 DE7397'NORTHWEST EXTENDING TO 20 DEGREES.
 DE7397
 DE7397                          STATION RECOVERY (2004)
 DE7397
 DE7397'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7397'RECOVERED IN GOOD CONDITION.
 DE7397
 DE7397                          STATION RECOVERY (2005)
 DE7397
 DE7397'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7397'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 38.4 M (NOT 39.3 M)
 DE7397'WEST OF THE CENTERLINE OF STATE HIGHWAY 49 AND 10.5 M SOUTHEAST OF A
 DE7397'WHITE PLASTIC WITNESS POST WHICH IS STRAPPED TO THE DESCRIBED LIGHT
 DE7397'POLE.
 DE7397
 DE7397                          STATION RECOVERY (2006)
 DE7397
 DE7397'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7398 ***********************************************************************
 DE7398  DESIGNATION -  4W05
 DE7398  PID         -  DE7398
 DE7398  STATE/COUNTY-  WI/WAUSHARA
 DE7398  COUNTRY     -  US
 DE7398  USGS QUAD   -  AURORAVILLE (2018)
 DE7398
 DE7398                         *CURRENT SURVEY CONTROL
 DE7398  ______________________________________________________________________
 DE7398* NAD 83(1986) POSITION- 44 03 38.25   (N) 088 59 18.26   (W)   HD_HELD1
 DE7398* NAVD 88 ORTHO HEIGHT -   240.972 (meters)      790.59  (feet) ADJUSTED
 DE7398  ______________________________________________________________________
 DE7398  GEOID HEIGHT    -        -36.433 (meters)                     GEOID18
 DE7398  DYNAMIC HEIGHT  -        240.923 (meters)      790.43  (feet) COMP
 DE7398  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 DE7398
 DE7398  VERT ORDER      -  SECOND    CLASS I
 DE7398
 DE7398.The horizontal coordinates were determined by differentially corrected
 DE7398.hand held GPS observations or other comparable positioning techniques
 DE7398.and have an estimated accuracy of +/- 3 meters.
 DE7398
 DE7398.The orthometric height was determined by differential leveling and
 DE7398.adjusted by the WI DEPT OF TRANSP
 DE7398.in May 2012.
 DE7398
 DE7398.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7398.GEOID18 height accuracy estimate available here.
 DE7398
 DE7398.Click photographs - Photos may exist for this station.
 DE7398
 DE7398.The dynamic height is computed by dividing the NAVD 88
 DE7398.geopotential number by the normal gravity value computed on the
 DE7398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7398.degrees latitude (g = 980.6199 gals.).
 DE7398
 DE7398.The modeled gravity was interpolated from observed gravity values.
 DE7398
 DE7398;                    North         East    Units  Estimated Accuracy
 DE7398;SPC WI S     -   229,414.9     681,051.4     MT  (+/- 3 meters HH1 GPS) 
 DE7398
 DE7398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4074280528(NAD 83)
 DE7398
 DE7398                          SUPERSEDED SURVEY CONTROL
 DE7398
 DE7398  NAVD 88 (04/20/07)  240.948  (m)          790.51   (f) SUPERSEDED  2 1
 DE7398  NAVD 88 (05/16/03)  240.936  (m)          790.47   (f) SUPERSEDED  2 1
 DE7398
 DE7398.Superseded values are not recommended for survey control.
 DE7398
 DE7398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7398.See file dsdata.pdf to determine how the superseded data were derived.
 DE7398
 DE7398_MARKER: DD = SURVEY DISK
 DE7398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7398_STAMPING: 4W05 2001
 DE7398_MARK LOGO: WIDT
 DE7398_PROJECTION: FLUSH
 DE7398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7398+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 DE7398
 DE7398  HISTORY     - Date     Condition        Report By
 DE7398  HISTORY     - 2000     MONUMENTED       WIDT
 DE7398  HISTORY     - 20040102 GOOD             USPSQD
 DE7398  HISTORY     - 20050613 GOOD             WIDT
 DE7398  HISTORY     - 20060813 GOOD             USPSQD
 DE7398
 DE7398                          STATION DESCRIPTION
 DE7398
 DE7398'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7398'THE STATION IS LOCATED ABOUT 37 KM WEST OF OSHKOSH AND 11 KM
 DE7398'NORTH-NORTHWEST OF BERLIN. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7398'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7398'HIGHWAY 21 WITH STATE HIGHWAY 49 ABOUT 8 KM NORTH OF THE CITY OF
 DE7398'BERLIN, GO NORTH ON STATE HIGHWAY 49 FOR 2.1 KM TO COUNTY HIGHWAY Q
 DE7398'ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 49 FOR 0.2 KM TO THE
 DE7398'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7398'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DE7398'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT
 DE7398'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.0 M EAST OF THE
 DE7398'CENTERLINE OF STATE HIGHWAY 49, 0.2 KM SOUTH-SOUTHWEST OF THE
 DE7398'NORTHERN JUNCTION OF CHICAGO ROAD WITH STATE HIGHWAY 49, 28.7 M SOUTH
 DE7398'OF THE EASTERLY WOOD POST FOR AN --AURORAVILLE UNINCORPORATED-- SIGN,
 DE7398'AND 0.5 M WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DE7398'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7398'ABOVE THE HORIZON.
 DE7398
 DE7398                          STATION RECOVERY (2004)
 DE7398
 DE7398'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7398'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 96 FEET NORTH
 DE7398'OF THE EXTENDED CENTERLINE OF THE NORTHERN DRIVEWAY TO THE RESIDENCE
 DE7398'AT -N2233-.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7398
 DE7398                          STATION RECOVERY (2005)
 DE7398
 DE7398'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7398'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20.5 M NORTH OF THE
 DE7398'EXTENDED CENTERLINE OF THE NORTHERN DRIVEWAY TO THE RESIDENCE AT
 DE7398'--N2233--, AND IS 0.6 M WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST OF
 DE7398'THREE WHITE PLASTIC WITNESS POSTS.
 DE7398
 DE7398                          STATION RECOVERY (2006)
 DE7398
 DE7398'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7399 ***********************************************************************
 DE7399  DESIGNATION -  4W06
 DE7399  PID         -  DE7399
 DE7399  STATE/COUNTY-  WI/WAUSHARA
 DE7399  COUNTRY     -  US
 DE7399  USGS QUAD   -  AURORAVILLE (2018)
 DE7399
 DE7399                         *CURRENT SURVEY CONTROL
 DE7399  ______________________________________________________________________
 DE7399* NAD 83(1986) POSITION- 44 05 56.72   (N) 088 59 10.40   (W)   HD_HELD1
 DE7399* NAVD 88 ORTHO HEIGHT -   238.266 (meters)      781.71  (feet) ADJUSTED
 DE7399  ______________________________________________________________________
 DE7399  GEOID HEIGHT    -        -36.463 (meters)                     GEOID18
 DE7399  DYNAMIC HEIGHT  -        238.219 (meters)      781.56  (feet) COMP
 DE7399  MODELED GRAVITY -    980,414.0   (mgal)                       NAVD 88
 DE7399
 DE7399  VERT ORDER      -  SECOND    CLASS I
 DE7399
 DE7399.The horizontal coordinates were determined by differentially corrected
 DE7399.hand held GPS observations or other comparable positioning techniques
 DE7399.and have an estimated accuracy of +/- 3 meters.
 DE7399
 DE7399.The orthometric height was determined by differential leveling and
 DE7399.adjusted by the WI DEPT OF TRANSP
 DE7399.in May 2012.
 DE7399
 DE7399.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7399.GEOID18 height accuracy estimate available here.
 DE7399
 DE7399.Click photographs - Photos may exist for this station.
 DE7399
 DE7399.The dynamic height is computed by dividing the NAVD 88
 DE7399.geopotential number by the normal gravity value computed on the
 DE7399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7399.degrees latitude (g = 980.6199 gals.).
 DE7399
 DE7399.The modeled gravity was interpolated from observed gravity values.
 DE7399
 DE7399;                    North         East    Units  Estimated Accuracy
 DE7399;SPC WI S     -   233,690.6     681,174.4     MT  (+/- 3 meters HH1 GPS) 
 DE7399
 DE7399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4102084796(NAD 83)
 DE7399
 DE7399                          SUPERSEDED SURVEY CONTROL
 DE7399
 DE7399  NAVD 88 (04/20/07)  238.242  (m)          781.63   (f) SUPERSEDED  2 1
 DE7399  NAVD 88 (05/16/03)  238.232  (m)          781.60   (f) SUPERSEDED  2 1
 DE7399
 DE7399.Superseded values are not recommended for survey control.
 DE7399
 DE7399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7399.See file dsdata.pdf to determine how the superseded data were derived.
 DE7399
 DE7399_MARKER: DD = SURVEY DISK
 DE7399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7399_STAMPING: 4W06 2001
 DE7399_MARK LOGO: WIDT
 DE7399_PROJECTION: FLUSH
 DE7399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7399+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2008
 DE7399
 DE7399  HISTORY     - Date     Condition        Report By
 DE7399  HISTORY     - 2000     MONUMENTED       WIDT
 DE7399  HISTORY     - 20040102 GOOD             USPSQD
 DE7399  HISTORY     - 20050613 GOOD             WIDT
 DE7399  HISTORY     - 20060813 GOOD             USPSQD
 DE7399  HISTORY     - 20080424 GOOD             JCLS
 DE7399
 DE7399                          STATION DESCRIPTION
 DE7399
 DE7399'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7399'THE STATION IS LOCATED ABOUT 37 KM WEST-NORTHWEST OF OSHKOSH AND 3 KM
 DE7399'SOUTH OF POY SIPPI. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7399'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7399'HIGHWAY 21 WITH STATE HIGHWAY 49 ABOUT 8 KM NORTH OF THE CITY OF
 DE7399'BERLIN, GO NORTH ON STATE HIGHWAY 49 FOR 6.4 KM TO BROWN DEER AVENUE,
 DE7399'CONTINUE NORTH ON STATE HIGHWAY 49 FOR 0.2 KM TO THE STATION ON THE
 DE7399'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7399'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7399'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT 1 M
 DE7399'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 11.0 M EAST OF THE
 DE7399'CENTERLINE OF STATE HIGHWAY 49,  51.2 M SOUTHEAST OF POWER POLE
 DE7399'--19-18-19 52-05--, 46.9 M NORTHEAST OF POWER POLE 19-13-19 52-02--,
 DE7399'30.5 M NORTH OF TELEPHONE PEDESTAL --200050--, AND 1.0 M WEST OF A
 DE7399'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7399'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7399'EXCEPT FOR A POWER POLE TO THE SOUTHWEST EXTENDING TO 18 DEGREES.
 DE7399
 DE7399                          STATION RECOVERY (2004)
 DE7399
 DE7399'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7399'RECOVERED IN GOOD CONDITION.
 DE7399
 DE7399                          STATION RECOVERY (2005)
 DE7399
 DE7399'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7399'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7399'SOUTH, AND 1.0 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7399
 DE7399                          STATION RECOVERY (2006)
 DE7399
 DE7399'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7399'RECOVERED IN GOOD CONDITION.
 DE7399
 DE7399                          STATION RECOVERY (2008)
 DE7399
 DE7399'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 DE7399'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7400 ***********************************************************************
 DE7400  DESIGNATION -  4W07
 DE7400  PID         -  DE7400
 DE7400  STATE/COUNTY-  WI/WAUSHARA
 DE7400  COUNTRY     -  US
 DE7400  USGS QUAD   -  AURORAVILLE (2018)
 DE7400
 DE7400                         *CURRENT SURVEY CONTROL
 DE7400  ______________________________________________________________________
 DE7400* NAD 83(1986) POSITION- 44 07 10.72   (N) 088 59 08.73   (W)   HD_HELD1
 DE7400* NAVD 88 ORTHO HEIGHT -   249.137 (meters)      817.38  (feet) ADJUSTED
 DE7400  ______________________________________________________________________
 DE7400  GEOID HEIGHT    -        -36.474 (meters)                     GEOID18
 DE7400  DYNAMIC HEIGHT  -        249.087 (meters)      817.21  (feet) COMP
 DE7400  MODELED GRAVITY -    980,416.3   (mgal)                       NAVD 88
 DE7400
 DE7400  VERT ORDER      -  SECOND    CLASS I
 DE7400
 DE7400.The horizontal coordinates were determined by differentially corrected
 DE7400.hand held GPS observations or other comparable positioning techniques
 DE7400.and have an estimated accuracy of +/- 3 meters.
 DE7400
 DE7400.The orthometric height was determined by differential leveling and
 DE7400.adjusted by the WI DEPT OF TRANSP
 DE7400.in May 2012.
 DE7400
 DE7400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7400.GEOID18 height accuracy estimate available here.
 DE7400
 DE7400.Click photographs - Photos may exist for this station.
 DE7400
 DE7400.The dynamic height is computed by dividing the NAVD 88
 DE7400.geopotential number by the normal gravity value computed on the
 DE7400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7400.degrees latitude (g = 980.6199 gals.).
 DE7400
 DE7400.The modeled gravity was interpolated from observed gravity values.
 DE7400
 DE7400;                    North         East    Units  Estimated Accuracy
 DE7400;SPC WI S     -   235,974.9     681,183.7     MT  (+/- 3 meters HH1 GPS) 
 DE7400
 DE7400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4111287078(NAD 83)
 DE7400
 DE7400                          SUPERSEDED SURVEY CONTROL
 DE7400
 DE7400  NAVD 88 (04/20/07)  249.112  (m)          817.30   (f) SUPERSEDED  2 1
 DE7400  NAVD 88 (05/16/03)  249.103  (m)          817.27   (f) SUPERSEDED  2 1
 DE7400
 DE7400.Superseded values are not recommended for survey control.
 DE7400
 DE7400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7400.See file dsdata.pdf to determine how the superseded data were derived.
 DE7400
 DE7400_MARKER: DD = SURVEY DISK
 DE7400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7400_STAMPING: 4W07 2001
 DE7400_MARK LOGO: WIDT
 DE7400_PROJECTION: FLUSH
 DE7400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7400+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 DE7400
 DE7400  HISTORY     - Date     Condition        Report By
 DE7400  HISTORY     - 2000     MONUMENTED       WIDT
 DE7400  HISTORY     - 20040102 GOOD             USPSQD
 DE7400  HISTORY     - 20050613 GOOD             WIDT
 DE7400  HISTORY     - 20060818 GOOD             USPSQD
 DE7400
 DE7400                          STATION DESCRIPTION
 DE7400
 DE7400'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7400'THE STATION IS LOCATED ABOUT 38 KM NORTHWEST OF OSHKOSH AND 2 KM
 DE7400'SOUTH OF POY SIPPI. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7400'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7400'HIGHWAY 21 WITH STATE HIGHWAY 49 ABOUT 8 KM NORTH OF THE CITY OF
 DE7400'BERLIN, GO NORTH ON STATE HIGHWAY 49 FOR 8.9 KM TO BIG HORN DRIVE AND
 DE7400'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7400'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7400'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M
 DE7400'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.6 M
 DE7400'SOUTH OF THE CENTERLINE OF BIG HORN DRIVE, 37.5 M EAST OF THE
 DE7400'CENTERLINE OF STATE HIGHWAY 49, 21.7 M SOUTHEAST OF POWER POLE
 DE7400'--19-13-17 1-26--, 17.6 M SOUTHWEST OF TELEPHONE PEDESTAL --170551--,
 DE7400'5.0 M WEST OF METAL POST FOR --R/W-- SIGN, AND 1.0 M NORTH OF A WHITE
 DE7400'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7400'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7400
 DE7400                          STATION RECOVERY (2004)
 DE7400
 DE7400'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7400'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 21 FEET
 DE7400'SOUTHWEST OF A -DEAD END- SIGN POST AND 18 FEET SOUTHWEST OF A BARBED
 DE7400'WIRE FENCE POST.
 DE7400
 DE7400                          STATION RECOVERY (2005)
 DE7400
 DE7400'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7400'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DE7400'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7400'NOTE-- POWER POLE NUMBER --19-13-17 1-26-- HAS ITS NUMBER MISSING, AND
 DE7400'THE STATION IS 5.3 M SOUTHWEST OF A TREE PROJECTING ABOUT 50 DEGREES
 DE7400'ABOVE THE HORIZON.
 DE7400
 DE7400                          STATION RECOVERY (2006)
 DE7400
 DE7400'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7401 ***********************************************************************
 DE7401  DESIGNATION -  4W08
 DE7401  PID         -  DE7401
 DE7401  STATE/COUNTY-  WI/WAUSHARA
 DE7401  COUNTRY     -  US
 DE7401  USGS QUAD   -  POY SIPPI (2018)
 DE7401
 DE7401                         *CURRENT SURVEY CONTROL
 DE7401  ______________________________________________________________________
 DE7401* NAD 83(1986) POSITION- 44 08 55.6    (N) 088 59 27.8    (W)   HD_HELD2
 DE7401* NAVD 88 ORTHO HEIGHT -   250.525 (meters)      821.93  (feet) ADJUSTED
 DE7401  ______________________________________________________________________
 DE7401  GEOID HEIGHT    -        -36.489 (meters)                     GEOID18
 DE7401  DYNAMIC HEIGHT  -        250.476 (meters)      821.77  (feet) COMP
 DE7401  MODELED GRAVITY -    980,419.4   (mgal)                       NAVD 88
 DE7401
 DE7401  VERT ORDER      -  SECOND    CLASS I
 DE7401
 DE7401.The horizontal coordinates were established by autonomous hand held GPS
 DE7401.observations and have an estimated accuracy of +/- 10 meters.
 DE7401
 DE7401.The orthometric height was determined by differential leveling and
 DE7401.adjusted by the WI DEPT OF TRANSP
 DE7401.in May 2012.
 DE7401
 DE7401.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7401.GEOID18 height accuracy estimate available here.
 DE7401
 DE7401.Click photographs - Photos may exist for this station.
 DE7401
 DE7401.The dynamic height is computed by dividing the NAVD 88
 DE7401.geopotential number by the normal gravity value computed on the
 DE7401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7401.degrees latitude (g = 980.6199 gals.).
 DE7401
 DE7401.The modeled gravity was interpolated from observed gravity values.
 DE7401
 DE7401;                    North         East    Units  Estimated Accuracy
 DE7401;SPC WI S     -   239,207.      680,721.      MT  (+/- 10 meters HH2 GPS)
 DE7401
 DE7401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4076790324(NAD 83)
 DE7401
 DE7401                          SUPERSEDED SURVEY CONTROL
 DE7401
 DE7401  NAVD 88 (04/20/07)  250.501  (m)          821.85   (f) SUPERSEDED  2 1
 DE7401  NAVD 88 (05/16/03)  250.493  (m)          821.83   (f) SUPERSEDED  2 1
 DE7401
 DE7401.Superseded values are not recommended for survey control.
 DE7401
 DE7401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7401.See file dsdata.pdf to determine how the superseded data were derived.
 DE7401
 DE7401_MARKER: DD = SURVEY DISK
 DE7401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7401_STAMPING: 4W08 2001
 DE7401_MARK LOGO: WIDT
 DE7401_PROJECTION: FLUSH
 DE7401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7401+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 DE7401
 DE7401  HISTORY     - Date     Condition        Report By
 DE7401  HISTORY     - 2000     MONUMENTED       WIDT
 DE7401  HISTORY     - 2004     GOOD             WIDT
 DE7401  HISTORY     - 20040102 GOOD             USPSQD
 DE7401  HISTORY     - 20050613 GOOD             WIDT
 DE7401  HISTORY     - 20060818 GOOD             USPSQD
 DE7401
 DE7401                          STATION DESCRIPTION
 DE7401
 DE7401'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7401'THE STATION IS LOCATED ABOUT 38 KM NORTHWEST OF OSHKOSH, 16 KM
 DE7401'SOUTHWEST OF FREMONT, AND 2 KM NORTH OF POY SIPPI.
 DE7401'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7401'STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH STATE HIGHWAY 49
 DE7401'ABOUT 8 KM NORTH OF THE CITY OF BERLIN, GO NORTH ON STATE HIGHWAY 49
 DE7401'FOR 11.7 KM TO COUNTY HIGHWAY H, CONTINUE NORTH ON HIGHWAY 49 FOR 0.8
 DE7401'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7401'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7401'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M
 DE7401'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.8 M
 DE7401'EAST OF THE CENTERLINE OF STATE HIGHWAY 49, 39.5 M SOUTHEAST OF POWER
 DE7401'POLE --19-13-6 40-27--, 38.6 M NORTHEAST OF A POWER POLE --19-13-6
 DE7401'40-26--, 17.8 M SOUTH OF TELEPHONE PEDESTAL --067550--, AND 1.0 M
 DE7401'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7401'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7401'HORIZON.
 DE7401
 DE7401                          STATION RECOVERY (2004)
 DE7401
 DE7401'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DE7401'RECOVERED AS DESCRIBED.
 DE7401
 DE7401                          STATION RECOVERY (2004)
 DE7401
 DE7401'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7401'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 27 FEET NORTH
 DE7401'OF A METAL R/W POST AND FENCE LINE WHICH IS BETWEEN TWO CULTIVATED
 DE7401'FIELDS.
 DE7401
 DE7401                          STATION RECOVERY (2005)
 DE7401
 DE7401'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7401'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M WEST, 1.0 M
 DE7401'SOUTH, AND 1.0 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7401
 DE7401                          STATION RECOVERY (2006)
 DE7401
 DE7401'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7402 ***********************************************************************
 DE7402  DESIGNATION -  4W09
 DE7402  PID         -  DE7402
 DE7402  STATE/COUNTY-  WI/WAUSHARA
 DE7402  COUNTRY     -  US
 DE7402  USGS QUAD   -  POY SIPPI (2018)
 DE7402
 DE7402                         *CURRENT SURVEY CONTROL
 DE7402  ______________________________________________________________________
 DE7402* NAD 83(1986) POSITION- 44 11 05.1    (N) 088 59 13.3    (W)   HD_HELD2
 DE7402* NAVD 88 ORTHO HEIGHT -   244.957 (meters)      803.66  (feet) ADJUSTED
 DE7402  ______________________________________________________________________
 DE7402  GEOID HEIGHT    -        -36.501 (meters)                     GEOID18
 DE7402  DYNAMIC HEIGHT  -        244.911 (meters)      803.51  (feet) COMP
 DE7402  MODELED GRAVITY -    980,423.5   (mgal)                       NAVD 88
 DE7402
 DE7402  VERT ORDER      -  SECOND    CLASS I
 DE7402
 DE7402.The horizontal coordinates were established by autonomous hand held GPS
 DE7402.observations and have an estimated accuracy of +/- 10 meters.
 DE7402
 DE7402.The orthometric height was determined by differential leveling and
 DE7402.adjusted by the WI DEPT OF TRANSP
 DE7402.in May 2012.
 DE7402
 DE7402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7402.GEOID18 height accuracy estimate available here.
 DE7402
 DE7402.Click photographs - Photos may exist for this station.
 DE7402
 DE7402.The dynamic height is computed by dividing the NAVD 88
 DE7402.geopotential number by the normal gravity value computed on the
 DE7402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7402.degrees latitude (g = 980.6199 gals.).
 DE7402
 DE7402.The modeled gravity was interpolated from observed gravity values.
 DE7402
 DE7402;                    North         East    Units  Estimated Accuracy
 DE7402;SPC WI S     -   243,207.      680,994.      MT  (+/- 10 meters HH2 GPS)
 DE7402
 DE7402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4118694312(NAD 83)
 DE7402
 DE7402                          SUPERSEDED SURVEY CONTROL
 DE7402
 DE7402  NAVD 88 (04/20/07)  244.933  (m)          803.58   (f) SUPERSEDED  2 1
 DE7402  NAVD 88 (05/16/03)  244.931  (m)          803.58   (f) SUPERSEDED  2 1
 DE7402
 DE7402.Superseded values are not recommended for survey control.
 DE7402
 DE7402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7402.See file dsdata.pdf to determine how the superseded data were derived.
 DE7402
 DE7402_MARKER: DD = SURVEY DISK
 DE7402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7402_STAMPING: 4W09 2001
 DE7402_MARK LOGO: WIDT
 DE7402_PROJECTION: FLUSH
 DE7402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7402+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 DE7402
 DE7402  HISTORY     - Date     Condition        Report By
 DE7402  HISTORY     - 2000     MONUMENTED       WIDT
 DE7402  HISTORY     - 20040102 GOOD             USPSQD
 DE7402  HISTORY     - 20050613 GOOD             WIDT
 DE7402  HISTORY     - 20060818 GOOD             USPSQD
 DE7402
 DE7402                          STATION DESCRIPTION
 DE7402
 DE7402'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7402'THE STATION IS LOCATED ABOUT 41 KM NORTHWEST OF OSHKOSH, 13 KM
 DE7402'SOUTHWEST OF FREMONT AND 5 KM NORTH OF POY SIPPI. OWNERSHIP--TOWN OF
 DE7402'BLOOMFIELD.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DE7402'49 WITH COUNTY HIGHWAY H ABOUT 0.8 KM NORTH OF THE COMMUNITY OF POY
 DE7402'SIPPI, GO NORTH ON STATE HIGHWAY 49 FOR 4.8 KM TO ARCHER AVENUE ON
 DE7402'THE LEFT, TURN LEFT AND GO WEST ON ARCHER AVENUE FOR 0.1 KM TO THE
 DE7402'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7402'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DE7402'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT
 DE7402'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.0 M NORTH OF THE
 DE7402'CENTERLINE OF ARCHER AVENUE, 30.5 M NORTHEAST OF POWER POLE
 DE7402'--87-21135 40-5 WEPCO--, 26.7 M NORTHWEST OF A WOOD POST FOR A
 DE7402'--STOP-- SIGN, 5.6 M EAST OF THE TOP CENTER OF TELEPHONE PEDESTAL
 DE7402'--199050--, AND 1.0 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7402'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7402'THAN 20 DEGREES ABOVE THE HORIZON.
 DE7402
 DE7402                          STATION RECOVERY (2004)
 DE7402
 DE7402'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7402'RECOVERED IN GOOD CONDITION.
 DE7402
 DE7402                          STATION RECOVERY (2005)
 DE7402
 DE7402'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7402'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 36.2 M WEST OF THE
 DE7402'CENTERLINE OF STATE HIGHWAY 49, AND IS 1.0 M SOUTH, 1.0 M NORTHWEST,
 DE7402'AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7402
 DE7402                          STATION RECOVERY (2006)
 DE7402
 DE7402'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7403 ***********************************************************************
 DE7403  DESIGNATION -  4W10
 DE7403  PID         -  DE7403
 DE7403  STATE/COUNTY-  WI/WAUSHARA
 DE7403  COUNTRY     -  US
 DE7403  USGS QUAD   -  POY SIPPI (2018)
 DE7403
 DE7403                         *CURRENT SURVEY CONTROL
 DE7403  ______________________________________________________________________
 DE7403* NAD 83(1986) POSITION- 44 11 57.2    (N) 088 58 17.0    (W)   HD_HELD2
 DE7403* NAVD 88 ORTHO HEIGHT -   259.478 (meters)      851.30  (feet) ADJUSTED
 DE7403  ______________________________________________________________________
 DE7403  GEOID HEIGHT    -        -36.507 (meters)                     GEOID18
 DE7403  DYNAMIC HEIGHT  -        259.429 (meters)      851.14  (feet) COMP
 DE7403  MODELED GRAVITY -    980,425.4   (mgal)                       NAVD 88
 DE7403
 DE7403  VERT ORDER      -  SECOND    CLASS I
 DE7403
 DE7403.The horizontal coordinates were established by autonomous hand held GPS
 DE7403.observations and have an estimated accuracy of +/- 10 meters.
 DE7403
 DE7403.The orthometric height was determined by differential leveling and
 DE7403.adjusted by the WI DEPT OF TRANSP
 DE7403.in May 2012.
 DE7403
 DE7403.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7403.GEOID18 height accuracy estimate available here.
 DE7403
 DE7403.Click photographs - Photos may exist for this station.
 DE7403
 DE7403.The dynamic height is computed by dividing the NAVD 88
 DE7403.geopotential number by the normal gravity value computed on the
 DE7403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7403.degrees latitude (g = 980.6199 gals.).
 DE7403
 DE7403.The modeled gravity was interpolated from observed gravity values.
 DE7403
 DE7403;                    North         East    Units  Estimated Accuracy
 DE7403;SPC WI S     -   244,831.      682,225.      MT  (+/- 10 meters HH2 GPS)
 DE7403
 DE7403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4247495890(NAD 83)
 DE7403
 DE7403                          SUPERSEDED SURVEY CONTROL
 DE7403
 DE7403  NAVD 88 (04/20/07)  259.453  (m)          851.22   (f) SUPERSEDED  2 1
 DE7403  NAVD 88 (05/16/03)  259.456  (m)          851.23   (f) SUPERSEDED  2 1
 DE7403
 DE7403.Superseded values are not recommended for survey control.
 DE7403
 DE7403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7403.See file dsdata.pdf to determine how the superseded data were derived.
 DE7403
 DE7403_MARKER: DD = SURVEY DISK
 DE7403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7403_STAMPING: 4W10 2001
 DE7403_MARK LOGO: WIDT
 DE7403_PROJECTION: FLUSH
 DE7403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7403+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 DE7403
 DE7403  HISTORY     - Date     Condition        Report By
 DE7403  HISTORY     - 2000     MONUMENTED       WIDT
 DE7403  HISTORY     - 20040102 GOOD             USPSQD
 DE7403  HISTORY     - 20050613 GOOD             WIDT
 DE7403  HISTORY     - 20060818 GOOD             USPSQD
 DE7403
 DE7403                          STATION DESCRIPTION
 DE7403
 DE7403'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7403'THE STATION IS LOCATED ABOUT 40 KM NORTHWEST OF OSHKOSH, 11 KM
 DE7403'SOUTHWEST OF FREMONT AND 6 KM NORTH OF POY SIPPI. OWNERSHIP--TOWN OF
 DE7403'BLOOMFIELD.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DE7403'49 WITH COUNTY HIGHWAY H ABOUT 0.8 KM NORTH OF THE COMMUNITY OF POY
 DE7403'SIPPI, GO NORTH ON STATE HIGHWAY 49 FOR 7.0 KM TO APACHE AVENUE AND
 DE7403'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7403'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7403'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M
 DE7403'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 10.6 M NORTH
 DE7403'OF THE CENTERLINE OF APACHE AVENUE, 27.3 M EAST OF THE CENTERLINE OF
 DE7403'STATE HIGHWAY 49, 23.5 M NORTHWEST OF POWER POLE --87-20059 40-5
 DE7403'WEPCO--, 14.3 M NORTHEAST OF A WOOD POST FOR A --STOP-- SIGN, 6 M
 DE7403'EAST OF THE CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M SOUTH OF A
 DE7403'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7403'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DE7403
 DE7403                          STATION RECOVERY (2004)
 DE7403
 DE7403'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7403'RECOVERED IN GOOD CONDITION.
 DE7403
 DE7403                          STATION RECOVERY (2005)
 DE7403
 DE7403'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7403'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 DE7403'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7403
 DE7403                          STATION RECOVERY (2006)
 DE7403
 DE7403'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7404 ***********************************************************************
 DE7404  DESIGNATION -  4W11
 DE7404  PID         -  DE7404
 DE7404  STATE/COUNTY-  WI/WAUSHARA
 DE7404  COUNTRY     -  US
 DE7404  USGS QUAD   -  POY SIPPI (2018)
 DE7404
 DE7404                         *CURRENT SURVEY CONTROL
 DE7404  ______________________________________________________________________
 DE7404* NAD 83(1986) POSITION- 44 13 36.6    (N) 088 57 51.2    (W)   HD_HELD2
 DE7404* NAVD 88 ORTHO HEIGHT -   251.206 (meters)      824.17  (feet) ADJUSTED
 DE7404  ______________________________________________________________________
 DE7404  GEOID HEIGHT    -        -36.502 (meters)                     GEOID18
 DE7404  DYNAMIC HEIGHT  -        251.159 (meters)      824.01  (feet) COMP
 DE7404  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 DE7404
 DE7404  VERT ORDER      -  SECOND    CLASS I
 DE7404
 DE7404.The horizontal coordinates were established by autonomous hand held GPS
 DE7404.observations and have an estimated accuracy of +/- 10 meters.
 DE7404
 DE7404.The orthometric height was determined by differential leveling and
 DE7404.adjusted by the WI DEPT OF TRANSP
 DE7404.in May 2012.
 DE7404
 DE7404.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7404.GEOID18 height accuracy estimate available here.
 DE7404
 DE7404.Click photographs - Photos may exist for this station.
 DE7404
 DE7404.The dynamic height is computed by dividing the NAVD 88
 DE7404.geopotential number by the normal gravity value computed on the
 DE7404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7404.degrees latitude (g = 980.6199 gals.).
 DE7404
 DE7404.The modeled gravity was interpolated from observed gravity values.
 DE7404
 DE7404;                    North         East    Units  Estimated Accuracy
 DE7404;SPC WI S     -   247,906.      682,760.      MT  (+/- 10 meters HH2 GPS)
 DE7404
 DE7404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4312098943(NAD 83)
 DE7404
 DE7404                          SUPERSEDED SURVEY CONTROL
 DE7404
 DE7404  NAVD 88 (04/20/07)  251.182  (m)          824.09   (f) SUPERSEDED  2 1
 DE7404  NAVD 88 (05/16/03)  251.185  (m)          824.10   (f) SUPERSEDED  2 1
 DE7404
 DE7404.Superseded values are not recommended for survey control.
 DE7404
 DE7404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7404.See file dsdata.pdf to determine how the superseded data were derived.
 DE7404
 DE7404_MARKER: DD = SURVEY DISK
 DE7404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7404_STAMPING: 4W11 2001
 DE7404_MARK LOGO: WIDT
 DE7404_PROJECTION: FLUSH
 DE7404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7404+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 DE7404
 DE7404  HISTORY     - Date     Condition        Report By
 DE7404  HISTORY     - 2000     MONUMENTED       WIDT
 DE7404  HISTORY     - 20040102 GOOD             USPSQD
 DE7404  HISTORY     - 20050613 GOOD             WIDT
 DE7404  HISTORY     - 20060818 GOOD             USPSQD
 DE7404
 DE7404                          STATION DESCRIPTION
 DE7404
 DE7404'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7404'THE STATION IS LOCATED ABOUT 42 KM NORTHWEST OF OSHKOSH, 18 KM
 DE7404'SOUTHEAST OF WAUPACA AND 8 KM WEST-SOUTHWEST OF FREMONT.
 DE7404'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7404'STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 49
 DE7404'ABOUT 5 KM SOUTH OF THE CITY OF WEYAUWEGA, GO SOUTH, THEN SOUTHWEST
 DE7404'ON STATE HIGHWAY 49 FOR 6.6 KM TO ALP AVENUE, CONTINUE SOUTHWEST ON
 DE7404'HIGHWAY 49 FOR 0.3 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DE7404'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7404'STATION DISK SET IN THE TOP OF A 41 CM DIAMETER CONCRETE POST SET TO
 DE7404'A DEPTH OF 2.3 M AND ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DE7404'STATION IS 14.5 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 49, 85 M
 DE7404'EAST OF TELEPHONE PEDESTAL --091950--, 59 M NORTHWEST OF THE
 DE7404'CENTERLINE OF PRIVATE ENTRANCE --6860--, AND 1.0 M SOUTH OF A WHITE
 DE7404'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7404'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7404
 DE7404                          STATION RECOVERY (2004)
 DE7404
 DE7404'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7404'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 59 M SOUTHWEST
 DE7404'(NOT NORTHWEST) OF THE CENTERLINE OF PRIVATE ENTRANCE --6860--.
 DE7404
 DE7404                          STATION RECOVERY (2005)
 DE7404
 DE7404'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7404'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 DE7404'NORTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7404
 DE7404                          STATION RECOVERY (2006)
 DE7404
 DE7404'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7404'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7405 ***********************************************************************
 DE7405  DESIGNATION -  4W12
 DE7405  PID         -  DE7405
 DE7405  STATE/COUNTY-  WI/WAUSHARA
 DE7405  COUNTRY     -  US
 DE7405  USGS QUAD   -  POY SIPPI (2018)
 DE7405
 DE7405                         *CURRENT SURVEY CONTROL
 DE7405  ______________________________________________________________________
 DE7405* NAD 83(1986) POSITION- 44 13 54.4    (N) 088 56 27.8    (W)   HD_HELD2
 DE7405* NAVD 88 ORTHO HEIGHT -   239.374 (meters)      785.35  (feet) ADJUSTED
 DE7405  ______________________________________________________________________
 DE7405  GEOID HEIGHT    -        -36.514 (meters)                     GEOID18
 DE7405  DYNAMIC HEIGHT  -        239.330 (meters)      785.20  (feet) COMP
 DE7405  MODELED GRAVITY -    980,429.3   (mgal)                       NAVD 88
 DE7405
 DE7405  VERT ORDER      -  SECOND    CLASS I
 DE7405
 DE7405.The horizontal coordinates were established by autonomous hand held GPS
 DE7405.observations and have an estimated accuracy of +/- 10 meters.
 DE7405
 DE7405.The orthometric height was determined by differential leveling and
 DE7405.adjusted by the WI DEPT OF TRANSP
 DE7405.in May 2012.
 DE7405
 DE7405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7405.GEOID18 height accuracy estimate available here.
 DE7405
 DE7405.Click photographs - Photos may exist for this station.
 DE7405
 DE7405.The dynamic height is computed by dividing the NAVD 88
 DE7405.geopotential number by the normal gravity value computed on the
 DE7405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7405.degrees latitude (g = 980.6199 gals.).
 DE7405
 DE7405.The modeled gravity was interpolated from observed gravity values.
 DE7405
 DE7405;                    North         East    Units  Estimated Accuracy
 DE7405;SPC WI S     -   248,478.      684,603.      MT  (+/- 10 meters HH2 GPS)
 DE7405
 DE7405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4498399448(NAD 83)
 DE7405
 DE7405                          SUPERSEDED SURVEY CONTROL
 DE7405
 DE7405  NAVD 88 (04/20/07)  239.350  (m)          785.27   (f) SUPERSEDED  2 1
 DE7405  NAVD 88 (05/16/03)  239.349  (m)          785.26   (f) SUPERSEDED  2 1
 DE7405
 DE7405.Superseded values are not recommended for survey control.
 DE7405
 DE7405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7405.See file dsdata.pdf to determine how the superseded data were derived.
 DE7405
 DE7405_MARKER: DD = SURVEY DISK
 DE7405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7405_STAMPING: 4W12 2001
 DE7405_MARK LOGO: WIDT
 DE7405_PROJECTION: FLUSH
 DE7405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7405+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 DE7405
 DE7405  HISTORY     - Date     Condition        Report By
 DE7405  HISTORY     - 2000     MONUMENTED       WIDT
 DE7405  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 DE7405  HISTORY     - 20050613 GOOD             WIDT
 DE7405  HISTORY     - 20060818 GOOD             USPSQD
 DE7405
 DE7405                          STATION DESCRIPTION
 DE7405
 DE7405'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7405'THE STATION IS LOCATED ABOUT 40 KM NORTHWEST OF OSHKOSH, 18 KM
 DE7405'SOUTHEAST OF WAUPACA AND 6 KM SOUTHWEST OF FREMONT.
 DE7405'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7405'STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 49
 DE7405'ABOUT 5 KM SOUTH OF THE CITY OF WEYAUWEGA, GO SOUTH, THEN SOUTHWEST
 DE7405'ON STATE HIGHWAY 49 FOR 3.7 KM TO COUNTY HIGHWAY I, CONTINUE
 DE7405'SOUTHWEST ON STATE HIGHWAY 49 FOR 1.2 KM TO THE STATION ON THE RIGHT.
 DE7405'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7405'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41 CM
 DE7405'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT 1 M BELOW
 DE7405'THE HIGHWAY PAVEMENT.  THE STATION IS 12.2 M NORTH OF THE CENTERLINE
 DE7405'OF STATE HIGHWAY 49, 56 M EAST OF THE CENTERLINE OF A FIELD ENTRANCE,
 DE7405'39.3 M NORTHEAST OF POWER POLE --40CS 91-20808--, 28.6 M NORTHWEST OF
 DE7405'TELEPHONE PEDESTAL --032252-- AND 1.0 M SOUTH OF A WHITE PLASTIC
 DE7405'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7405'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES
 DE7405'TO THE EAST EXTENDING TO 40 DEGREES.
 DE7405
 DE7405                          STATION RECOVERY (2004)
 DE7405
 DE7405'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7405'NOT FOUND.  A BROKEN WHITE PLASTIC WITNESS POST WAS FOUND 15 FEET
 DE7405'SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY TO -N7015-, BUT THE
 DE7405'STATION WAS NOT FOUND.
 DE7405
 DE7405                          STATION RECOVERY (2005)
 DE7405
 DE7405'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7405'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 0.2 MILE SOUTHEAST
 DE7405'OF WAGON TRAIL LANE, 5.8 M WEST OF THE CENTERLINE OF THE DRIVEWAY TO
 DE7405'THE PRIVATE RESIDENCE AT --N7015--, AND IS 1.0 M SOUTH, 1.0 M
 DE7405'NORTHEAST, AND 0.9 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.  THE
 DE7405'MONUMENT IS 20 CM BELOW GROUND LEVEL.
 DE7405
 DE7405                          STATION RECOVERY (2006)
 DE7405
 DE7405'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7405'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7565 ***********************************************************************
 DE7565  DESIGNATION -  4W15
 DE7565  PID         -  DE7565
 DE7565  STATE/COUNTY-  WI/WINNEBAGO
 DE7565  COUNTRY     -  US
 DE7565  USGS QUAD   -  OSHKOSH (2018)
 DE7565
 DE7565                         *CURRENT SURVEY CONTROL
 DE7565  ______________________________________________________________________
 DE7565* NAD 83(1986) POSITION- 44 03 15.68   (N) 088 31 40.10   (W)   HD_HELD1
 DE7565* NAVD 88 ORTHO HEIGHT -   229.590 (meters)      753.25  (feet) ADJUSTED
 DE7565  ______________________________________________________________________
 DE7565  GEOID HEIGHT    -        -36.313 (meters)                     GEOID18
 DE7565  DYNAMIC HEIGHT  -        229.546 (meters)      753.10  (feet) COMP
 DE7565  MODELED GRAVITY -    980,424.1   (mgal)                       NAVD 88
 DE7565
 DE7565  VERT ORDER      -  SECOND    CLASS I
 DE7565
 DE7565.The horizontal coordinates were determined by differentially corrected
 DE7565.hand held GPS observations or other comparable positioning techniques
 DE7565.and have an estimated accuracy of +/- 3 meters.
 DE7565
 DE7565.The orthometric height was determined by differential leveling and
 DE7565.adjusted by the WI DEPT OF TRANSP
 DE7565.in May 2012.
 DE7565
 DE7565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7565.GEOID18 height accuracy estimate available here.
 DE7565
 DE7565.Click photographs - Photos may exist for this station.
 DE7565
 DE7565.The dynamic height is computed by dividing the NAVD 88
 DE7565.geopotential number by the normal gravity value computed on the
 DE7565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7565.degrees latitude (g = 980.6199 gals.).
 DE7565
 DE7565.The modeled gravity was interpolated from observed gravity values.
 DE7565
 DE7565;                    North         East    Units  Estimated Accuracy
 DE7565;SPC WI S     -   229,268.0     717,964.8     MT  (+/- 3 meters HH1 GPS) 
 DE7565
 DE7565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7762079044(NAD 83)
 DE7565
 DE7565                          SUPERSEDED SURVEY CONTROL
 DE7565
 DE7565  NAVD 88 (04/20/07)  229.561  (m)          753.15   (f) SUPERSEDED  2 1
 DE7565  NAVD 88 (05/16/03)  229.568  (m)          753.17   (f) SUPERSEDED  2 1
 DE7565
 DE7565.Superseded values are not recommended for survey control.
 DE7565
 DE7565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7565.See file dsdata.pdf to determine how the superseded data were derived.
 DE7565
 DE7565_MARKER: DD = SURVEY DISK
 DE7565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7565_STAMPING: 4W15 2001
 DE7565_MARK LOGO: WIDT
 DE7565_PROJECTION: FLUSH
 DE7565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7565+STABILITY: SURFACE MOTION
 DE7565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7565+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2010
 DE7565
 DE7565  HISTORY     - Date     Condition        Report By
 DE7565  HISTORY     - 2000     MONUMENTED       WIDT
 DE7565  HISTORY     - 20050615 GOOD             WIDT
 DE7565  HISTORY     - 20100705 GOOD             GEOCAC
 DE7565
 DE7565                          STATION DESCRIPTION
 DE7565
 DE7565'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7565'THE STATION IS LOCATED IN OSHKOSH.  OWNERSHIP--WINNEBAGO COUNTY. TO
 DE7565'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH US HIGHWAY
 DE7565'41 ABOUT 6 KM NORTH OF THE CITY OF OSHKOSH, GO SOUTH ON US HIGHWAY 45
 DE7565'FOR 5.0 KM TO PACKER AVENUE, TURN LEFT AND GO EAST ON PACKER AVENUE
 DE7565'FOR 0.6 KM TO HARRISON STREET, TURN LEFT AND GO NORTH ON HARRISON
 DE7565'STREET FOR 0.5 KM TO BOWEN STREET (COUNTY HIGHWAY A) AND THE STATION
 DE7565'STRAIGHT AHEAD.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7565'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7565'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7565'LEVEL THE STREET PAVEMENT. THE STATION IS 9.6 M EAST OF THE
 DE7565'CENTERLINE OF BOWEN STREET (COUNTY HIGHWAY A) , 23.2 M NORTHEAST OF
 DE7565'POWER POLE --50 AA74--, 20.5 M NORTHEAST OF THE CENTERLINE OF
 DE7565'HARRISON STREET, 16.6 M NORTH OF POWER POLE --50 AA75--, 2 M WEST OF
 DE7565'A CULTIVATED FIELD AND 0.8 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7565'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7565'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE
 DE7565'SOUTH EXTENDING TO 30 DEGREES AND A POWER POLE TO THE WEST-SOUTWEST
 DE7565'EXTENDING TO 25 DEGREES.
 DE7565
 DE7565                          STATION RECOVERY (2005)
 DE7565
 DE7565'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7565'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 6.2 M EAST OF THE
 DE7565'CENTERLINE OF THE TWO NORTHBOUND LANES OF BOWEN STREET AND 0.6 M WEST,
 DE7565'1.0 M NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7565
 DE7565                          STATION RECOVERY (2010)
 DE7565
 DE7565'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DE7565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7432 ***********************************************************************
 DE7432  DESIGNATION -  4W16
 DE7432  PID         -  DE7432
 DE7432  STATE/COUNTY-  WI/WINNEBAGO
 DE7432  COUNTRY     -  US
 DE7432  USGS QUAD   -  OSHKOSH (2018)
 DE7432
 DE7432                         *CURRENT SURVEY CONTROL
 DE7432  ______________________________________________________________________
 DE7432* NAD 83(1986) POSITION- 44 04 51.16   (N) 088 32 15.58   (W)   HD_HELD1
 DE7432* NAVD 88 ORTHO HEIGHT -   236.047 (meters)      774.43  (feet) ADJUSTED
 DE7432  ______________________________________________________________________
 DE7432  GEOID HEIGHT    -        -36.341 (meters)                     GEOID18
 DE7432  DYNAMIC HEIGHT  -        236.002 (meters)      774.28  (feet) COMP
 DE7432  MODELED GRAVITY -    980,425.8   (mgal)                       NAVD 88
 DE7432
 DE7432  VERT ORDER      -  SECOND    CLASS I
 DE7432
 DE7432.The horizontal coordinates were determined by differentially corrected
 DE7432.hand held GPS observations or other comparable positioning techniques
 DE7432.and have an estimated accuracy of +/- 3 meters.
 DE7432
 DE7432.The orthometric height was determined by differential leveling and
 DE7432.adjusted by the WI DEPT OF TRANSP
 DE7432.in May 2012.
 DE7432
 DE7432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7432.GEOID18 height accuracy estimate available here.
 DE7432
 DE7432.Click photographs - Photos may exist for this station.
 DE7432
 DE7432.The dynamic height is computed by dividing the NAVD 88
 DE7432.geopotential number by the normal gravity value computed on the
 DE7432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7432.degrees latitude (g = 980.6199 gals.).
 DE7432
 DE7432.The modeled gravity was interpolated from observed gravity values.
 DE7432
 DE7432;                    North         East    Units  Estimated Accuracy
 DE7432;SPC WI S     -   232,200.6     717,123.5     MT  (+/- 3 meters HH1 GPS) 
 DE7432
 DE7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7688682005(NAD 83)
 DE7432
 DE7432                          SUPERSEDED SURVEY CONTROL
 DE7432
 DE7432  NAVD 88 (04/20/07)  236.017  (m)          774.33   (f) SUPERSEDED  2 1
 DE7432  NAVD 88 (05/16/03)  236.024  (m)          774.36   (f) SUPERSEDED  2 1
 DE7432
 DE7432.Superseded values are not recommended for survey control.
 DE7432
 DE7432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7432.See file dsdata.pdf to determine how the superseded data were derived.
 DE7432
 DE7432_MARKER: DD = SURVEY DISK
 DE7432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7432_STAMPING: 4W16 2001
 DE7432_MARK LOGO: WIDT
 DE7432_PROJECTION: FLUSH
 DE7432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7432+STABILITY: SURFACE MOTION
 DE7432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7432+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2010
 DE7432
 DE7432  HISTORY     - Date     Condition        Report By
 DE7432  HISTORY     - 2000     MONUMENTED       WIDT
 DE7432  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 DE7432  HISTORY     - 20050613 GOOD             WIDT
 DE7432  HISTORY     - 20100613 GOOD             GEOCAC
 DE7432  HISTORY     - 20100705 GOOD             GEOCAC
 DE7432
 DE7432                          STATION DESCRIPTION
 DE7432
 DE7432'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7432'THE STATION IS LOCATED ABOUT 15 KM EAST-SOUTHEAST OF WINNECONNE AND 6
 DE7432'KM NORTH OF OSHKOSH.  OWNERSHIP--TOWN OF OSHKOSH.  TO REACH THE
 DE7432'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH US HIGHWAY 45 ABOUT 5
 DE7432'KM NORTH OF THE CITY OF OSHKOSH, GO SOUTH ON US HIGHWAY 45 FOR 1.4 KM
 DE7432'TO COUNTY HIGHWAY Y ON THE LEFT, TURN LEFT AND GO EAST ON COUNTY
 DE7432'HIGHWAY Y FOR 0.8 KM TO A COMMUNITY PARK ROAD ON THE RIGHT, TURN
 DE7432'RIGHT AND GO SOUTH ON COMMUNITY PARK ROAD FOR 0.5 KM TO THE STATION
 DE7432'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7432'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7432'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT
 DE7432'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 16.8 M EAST OF THE
 DE7432'CENTERLINE OF COMMUNITY PARK ROAD, 29.0 M WEST OF THE CENTERLINE OF A
 DE7432'PARKING LOT ENTRANCE, 21.3 M SOUTHWEST OF A WOOD POST FOR A --ONE
 DE7432'WAY-- SIGN, AND 20.3 M NORTH OF A WOOD POST FOR --SPEED LIMIT 15--
 DE7432'AND --NO PARKING ON GRASS-- SIGNS.  ---NOTE---THIS STATION HAS NO
 DE7432'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7432'HORIZON EXCEPT FOR TREES TO THE WEST EXTENDING TO 30 DEGREES.
 DE7432
 DE7432                          STATION RECOVERY (2003)
 DE7432
 DE7432'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7432'MARK NOT FOUND.
 DE7432
 DE7432                          STATION RECOVERY (2005)
 DE7432
 DE7432'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7432'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE SOUTH AND
 DE7432'WEST FROM COUNTY HIGHWAY Y ON COMMUNITY PARK ROAD WHICH IS A ONE WAY
 DE7432'CIRCULAR ROAD IN A COUNTERCLOCKWISE DIRECTION.
 DE7432'THE STATION IS 17.3 M WEST (NOT EAST) OF THE CENTERLINE OF COMMUNITY
 DE7432'PARK ROAD, ABOUT 75 M NORTH OF A --WINNEBAGO CONSERVATION MEMORIAL
 DE7432'GROVE-- SIGN DISPLAY ON THE WEST SIDE OF THE ROAD, 60.6 M SOUTH OF THE
 DE7432'CENTERLINE OF THE DRIVEWAY TO SHELTER NUMBER 1, 36.0 M SOUTHEAST OF
 DE7432'THE MORE SOUTHERLY OF TWO METAL GRILLS, AND 20.1 M SOUTH OF THE
 DE7432'EXTENDED CENTERLINE OF THE SOUTHERN PARKING LOT ENTRANCE.
 DE7432
 DE7432                          STATION RECOVERY (2010)
 DE7432
 DE7432'RECOVERY NOTE BY GEOCACHING 2010 (JTS)
 DE7432'RECOVERED IN GOOD CONDITION.
 DE7432
 DE7432                          STATION RECOVERY (2010)
 DE7432
 DE7432'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DE7432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7433 ***********************************************************************
 DE7433  DESIGNATION -  4W17
 DE7433  PID         -  DE7433
 DE7433  STATE/COUNTY-  WI/WINNEBAGO
 DE7433  COUNTRY     -  US
 DE7433  USGS QUAD   -  OSHKOSH (2018)
 DE7433
 DE7433                         *CURRENT SURVEY CONTROL
 DE7433  ______________________________________________________________________
 DE7433* NAD 83(1986) POSITION- 44 06 00.19   (N) 088 32 35.66   (W)   HD_HELD1
 DE7433* NAVD 88 ORTHO HEIGHT -   237.029 (meters)      777.65  (feet) ADJUSTED
 DE7433  ______________________________________________________________________
 DE7433  GEOID HEIGHT    -        -36.361 (meters)                     GEOID18
 DE7433  DYNAMIC HEIGHT  -        236.985 (meters)      777.51  (feet) COMP
 DE7433  MODELED GRAVITY -    980,426.8   (mgal)                       NAVD 88
 DE7433
 DE7433  VERT ORDER      -  SECOND    CLASS I
 DE7433
 DE7433.The horizontal coordinates were determined by differentially corrected
 DE7433.hand held GPS observations or other comparable positioning techniques
 DE7433.and have an estimated accuracy of +/- 3 meters.
 DE7433
 DE7433.The orthometric height was determined by differential leveling and
 DE7433.adjusted by the WI DEPT OF TRANSP
 DE7433.in May 2012.
 DE7433
 DE7433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7433.GEOID18 height accuracy estimate available here.
 DE7433
 DE7433.Click photographs - Photos may exist for this station.
 DE7433
 DE7433.The dynamic height is computed by dividing the NAVD 88
 DE7433.geopotential number by the normal gravity value computed on the
 DE7433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7433.degrees latitude (g = 980.6199 gals.).
 DE7433
 DE7433.The modeled gravity was interpolated from observed gravity values.
 DE7433
 DE7433;                    North         East    Units  Estimated Accuracy
 DE7433;SPC WI S     -   234,323.1     716,639.6     MT  (+/- 3 meters HH1 GPS) 
 DE7433
 DE7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7647984143(NAD 83)
 DE7433
 DE7433                          SUPERSEDED SURVEY CONTROL
 DE7433
 DE7433  NAVD 88 (04/20/07)  236.999  (m)          777.55   (f) SUPERSEDED  2 1
 DE7433  NAVD 88 (05/16/03)  237.006  (m)          777.58   (f) SUPERSEDED  2 1
 DE7433
 DE7433.Superseded values are not recommended for survey control.
 DE7433
 DE7433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7433.See file dsdata.pdf to determine how the superseded data were derived.
 DE7433
 DE7433_MARKER: DD = SURVEY DISK
 DE7433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7433_STAMPING: 4W17 2001
 DE7433_MARK LOGO: WIDT
 DE7433_PROJECTION: FLUSH
 DE7433_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7433+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 DE7433
 DE7433  HISTORY     - Date     Condition        Report By
 DE7433  HISTORY     - 2000     MONUMENTED       WIDT
 DE7433  HISTORY     - 20031214 GOOD             USPSQD
 DE7433  HISTORY     - 20050615 GOOD             WIDT
 DE7433  HISTORY     - 20061007 GOOD             USPSQD
 DE7433
 DE7433                          STATION DESCRIPTION
 DE7433
 DE7433'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7433'THE STATION IS LOCATED ABOUT 13 KM EAST OF WINNECONNE AND 10 KM NORTH
 DE7433'OF OSHKOSH.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 DE7433'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH US HIGHWAY
 DE7433'45 ABOUT 5 KM NORTH OF THE CITY OF OSHKOSH, GO NORTH ON STATE HIGHWAY
 DE7433'45 FOR 0.4 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DE7433'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7433'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7433'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DE7433'STATION IS 10.3 M EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 DE7433'US HIGHWAY 45, 8.7 M WEST OF THE CENTERLINE OF THE NORTHBOUND LANES
 DE7433'OF US HIGHWAY 45, 68.5 M SOUTHWEST OF A WOOD POST OF A --SPEED LIMIT
 DE7433'55-- SIGN, AND 34.2 M NORTH OF A WOOD POST FOR A --MERGE TO ONE
 DE7433'LANE-- SIGN. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7433'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7433
 DE7433                          STATION RECOVERY (2003)
 DE7433
 DE7433'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7433'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE MEDIAN
 DE7433'STRIP.  NOTE-- HIGHWAY 45 HAS BEEN RELABELED HIGHWAY 76.
 DE7433
 DE7433                          STATION RECOVERY (2005)
 DE7433
 DE7433'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7433'RECOVERED IN GOOD CONDITION.
 DE7433
 DE7433                          STATION RECOVERY (2006)
 DE7433
 DE7433'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7433'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7434 ***********************************************************************
 DE7434  DESIGNATION -  4W18
 DE7434  PID         -  DE7434
 DE7434  STATE/COUNTY-  WI/WINNEBAGO
 DE7434  COUNTRY     -  US
 DE7434  USGS QUAD   -  OSHKOSH (2018)
 DE7434
 DE7434                         *CURRENT SURVEY CONTROL
 DE7434  ______________________________________________________________________
 DE7434* NAD 83(1986) POSITION- 44 07 12.52   (N) 088 32 36.75   (W)   HD_HELD1
 DE7434* NAVD 88 ORTHO HEIGHT -   247.712 (meters)      812.70  (feet) ADJUSTED
 DE7434  ______________________________________________________________________
 DE7434  GEOID HEIGHT    -        -36.377 (meters)                     GEOID18
 DE7434  DYNAMIC HEIGHT  -        247.666 (meters)      812.55  (feet) COMP
 DE7434  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 DE7434
 DE7434  VERT ORDER      -  SECOND    CLASS I
 DE7434
 DE7434.The horizontal coordinates were determined by differentially corrected
 DE7434.hand held GPS observations or other comparable positioning techniques
 DE7434.and have an estimated accuracy of +/- 3 meters.
 DE7434
 DE7434.The orthometric height was determined by differential leveling and
 DE7434.adjusted by the WI DEPT OF TRANSP
 DE7434.in May 2012.
 DE7434
 DE7434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7434.GEOID18 height accuracy estimate available here.
 DE7434
 DE7434.Click photographs - Photos may exist for this station.
 DE7434
 DE7434.The dynamic height is computed by dividing the NAVD 88
 DE7434.geopotential number by the normal gravity value computed on the
 DE7434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7434.degrees latitude (g = 980.6199 gals.).
 DE7434
 DE7434.The modeled gravity was interpolated from observed gravity values.
 DE7434
 DE7434;                    North         East    Units  Estimated Accuracy
 DE7434;SPC WI S     -   236,554.8     716,576.4     MT  (+/- 3 meters HH1 GPS) 
 DE7434
 DE7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7649786375(NAD 83)
 DE7434
 DE7434                          SUPERSEDED SURVEY CONTROL
 DE7434
 DE7434  NAVD 88 (04/20/07)  247.682  (m)          812.60   (f) SUPERSEDED  2 1
 DE7434  NAVD 88 (05/16/03)  247.689  (m)          812.63   (f) SUPERSEDED  2 1
 DE7434
 DE7434.Superseded values are not recommended for survey control.
 DE7434
 DE7434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7434.See file dsdata.pdf to determine how the superseded data were derived.
 DE7434
 DE7434_MARKER: DD = SURVEY DISK
 DE7434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7434_STAMPING: 4W18 2001
 DE7434_MARK LOGO: WIDT
 DE7434_PROJECTION: FLUSH
 DE7434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7434+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2010
 DE7434
 DE7434  HISTORY     - Date     Condition        Report By
 DE7434  HISTORY     - 2000     MONUMENTED       WIDT
 DE7434  HISTORY     - 20031214 GOOD             USPSQD
 DE7434  HISTORY     - 20050615 GOOD             WIDT
 DE7434  HISTORY     - 20061007 GOOD             USPSQD
 DE7434  HISTORY     - 20100705 GOOD             GEOCAC
 DE7434
 DE7434                          STATION DESCRIPTION
 DE7434
 DE7434'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7434'THE STATION IS LOCATED ABOUT 13 KM EAST OF WINNECONNE AND 11 KM NORTH
 DE7434'OF OSHKOSH.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 DE7434'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 AND US HIGHWAY
 DE7434'45 ABOUT 5 KM NORTH OF THE CITY OF OSHKOSH, GO NORTH ON US HIGHWAY 45
 DE7434'FOR 1.8 KM TO COUNTY HIGHWAY GG, CONTINUE NORTH ON US HIGHWAY 45 FOR
 DE7434'0.8 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DE7434'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7434'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7434'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DE7434'STATION IS 11.6 M EAST OF THE CENTERLINE OF US HIGHWAY 45, 35.7 M
 DE7434'SOUTHEAST OF POWER POLE --1916 14E2--, 28.2 M NORTH-NORTHEAST OF THE
 DE7434'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --6303--, 2 M WEST OF A
 DE7434'CULTIVATED FIELD, AND 1.0 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7434'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7434'THEN 15 DEGREES ABOVE THE HORIZON.
 DE7434
 DE7434                          STATION RECOVERY (2003)
 DE7434
 DE7434'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7434'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 45 HAS BEEN RELABELED
 DE7434'HIGHWAY 76.
 DE7434
 DE7434                          STATION RECOVERY (2005)
 DE7434
 DE7434'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7434'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7434'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7434
 DE7434                          STATION RECOVERY (2006)
 DE7434
 DE7434'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7434'RECOVERED IN GOOD CONDITION.
 DE7434
 DE7434                          STATION RECOVERY (2010)
 DE7434
 DE7434'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DE7434'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7435 ***********************************************************************
 DE7435  DESIGNATION -  4W19
 DE7435  PID         -  DE7435
 DE7435  STATE/COUNTY-  WI/WINNEBAGO
 DE7435  COUNTRY     -  US
 DE7435  USGS QUAD   -  OSHKOSH NE (2018)
 DE7435
 DE7435                         *CURRENT SURVEY CONTROL
 DE7435  ______________________________________________________________________
 DE7435* NAD 83(1986) POSITION- 44 08 19.51   (N) 088 32 37.14   (W)   HD_HELD1
 DE7435* NAVD 88 ORTHO HEIGHT -   256.194 (meters)      840.53  (feet) ADJUSTED
 DE7435  ______________________________________________________________________
 DE7435  GEOID HEIGHT    -        -36.389 (meters)                     GEOID18
 DE7435  DYNAMIC HEIGHT  -        256.147 (meters)      840.38  (feet) COMP
 DE7435  MODELED GRAVITY -    980,429.8   (mgal)                       NAVD 88
 DE7435
 DE7435  VERT ORDER      -  SECOND    CLASS I
 DE7435
 DE7435.The horizontal coordinates were determined by differentially corrected
 DE7435.hand held GPS observations or other comparable positioning techniques
 DE7435.and have an estimated accuracy of +/- 3 meters.
 DE7435
 DE7435.The orthometric height was determined by differential leveling and
 DE7435.adjusted by the WI DEPT OF TRANSP
 DE7435.in May 2012.
 DE7435
 DE7435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7435.GEOID18 height accuracy estimate available here.
 DE7435
 DE7435.Click photographs - Photos may exist for this station.
 DE7435
 DE7435.The dynamic height is computed by dividing the NAVD 88
 DE7435.geopotential number by the normal gravity value computed on the
 DE7435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7435.degrees latitude (g = 980.6199 gals.).
 DE7435
 DE7435.The modeled gravity was interpolated from observed gravity values.
 DE7435
 DE7435;                    North         East    Units  Estimated Accuracy
 DE7435;SPC WI S     -   238,622.0     716,531.6     MT  (+/- 3 meters HH1 GPS) 
 DE7435
 DE7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7652788442(NAD 83)
 DE7435
 DE7435                          SUPERSEDED SURVEY CONTROL
 DE7435
 DE7435  NAVD 88 (04/20/07)  256.164  (m)          840.43   (f) SUPERSEDED  2 1
 DE7435  NAVD 88 (05/16/03)  256.170  (m)          840.45   (f) SUPERSEDED  2 1
 DE7435
 DE7435.Superseded values are not recommended for survey control.
 DE7435
 DE7435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7435.See file dsdata.pdf to determine how the superseded data were derived.
 DE7435
 DE7435_MARKER: DD = SURVEY DISK
 DE7435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7435_STAMPING: 4W19 2001
 DE7435_MARK LOGO: WIDT
 DE7435_PROJECTION: FLUSH
 DE7435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7435+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2010
 DE7435
 DE7435  HISTORY     - Date     Condition        Report By
 DE7435  HISTORY     - 2000     MONUMENTED       WIDT
 DE7435  HISTORY     - 20031214 GOOD             USPSQD
 DE7435  HISTORY     - 20050615 GOOD             WIDT
 DE7435  HISTORY     - 20061007 GOOD             USPSQD
 DE7435  HISTORY     - 20100705 GOOD             GEOCAC
 DE7435
 DE7435                          STATION DESCRIPTION
 DE7435
 DE7435'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7435'THE STATION IS LOCATED ABOUT 14 KM EAST-NORTHEAST OF WINNECONNE AND
 DE7435'13 KM NORTH OF OSHKOSH. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7435'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7435'41 WITH US HIGHWAY 45 ABOUT 5 KM NORTH OF THE CITY OF OSHKOSH, GO
 DE7435'NORTH ON US HIGHWAY 45 FOR 4.5 KM TO KELLET ROAD ON THE RIGHT,
 DE7435'CONTINUE NORTH    ON US HIGHWAY 45 FOR 0.2 KM TO THE STATION ON THE
 DE7435'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7435'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7435'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7435'THE HIGHWAY PAVEMENT.  THE STATION IS 14.7 M EAST OF THE CENTERLINE
 DE7435'OF US HIGHWAY 45, 0.3 KM SOUTH OF COUNTY HIGHWAY G, 83.7 M SOUTH OF
 DE7435'THE WEST WOOD POST FOR --ALLENVILLE-- SIGN, 54.0 M NORTH OF A WOOD
 DE7435'POST FOR A --CTH G-- SIGN, 1 M WEST OF A CULTIVATED FIELD, AND 0.9 M
 DE7435'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7435'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7435'HORIZON.
 DE7435
 DE7435                          STATION RECOVERY (2003)
 DE7435
 DE7435'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7435'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 45 HAS BEEN RELABELED
 DE7435'HIGHWAY 76.
 DE7435
 DE7435                          STATION RECOVERY (2005)
 DE7435
 DE7435'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7435'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS NOW AT THE EDGE
 DE7435'OF THE CULTIVATED FIELD.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DE7435'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7435
 DE7435                          STATION RECOVERY (2006)
 DE7435
 DE7435'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7435'RECOVERED IN GOOD CONDITION.
 DE7435
 DE7435                          STATION RECOVERY (2010)
 DE7435
 DE7435'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DE7435'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7437 ***********************************************************************
 DE7437  DESIGNATION -  4W20
 DE7437  PID         -  DE7437
 DE7437  STATE/COUNTY-  WI/WINNEBAGO
 DE7437  COUNTRY     -  US
 DE7437  USGS QUAD   -  OSHKOSH NE (2018)
 DE7437
 DE7437                         *CURRENT SURVEY CONTROL
 DE7437  ______________________________________________________________________
 DE7437* NAD 83(1986) POSITION- 44 10 08.16   (N) 088 32 37.98   (W)   HD_HELD1
 DE7437* NAVD 88 ORTHO HEIGHT -   260.613 (meters)      855.03  (feet) ADJUSTED
 DE7437  ______________________________________________________________________
 DE7437  GEOID HEIGHT    -        -36.399 (meters)                     GEOID18
 DE7437  DYNAMIC HEIGHT  -        260.566 (meters)      854.87  (feet) COMP
 DE7437  MODELED GRAVITY -    980,432.4   (mgal)                       NAVD 88
 DE7437
 DE7437  VERT ORDER      -  SECOND    CLASS I
 DE7437
 DE7437.The horizontal coordinates were determined by differentially corrected
 DE7437.hand held GPS observations or other comparable positioning techniques
 DE7437.and have an estimated accuracy of +/- 3 meters.
 DE7437
 DE7437.The orthometric height was determined by differential leveling and
 DE7437.adjusted by the WI DEPT OF TRANSP
 DE7437.in May 2012.
 DE7437
 DE7437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7437.GEOID18 height accuracy estimate available here.
 DE7437
 DE7437.Click photographs - Photos may exist for this station.
 DE7437
 DE7437.The dynamic height is computed by dividing the NAVD 88
 DE7437.geopotential number by the normal gravity value computed on the
 DE7437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7437.degrees latitude (g = 980.6199 gals.).
 DE7437
 DE7437.The modeled gravity was interpolated from observed gravity values.
 DE7437
 DE7437;                    North         East    Units  Estimated Accuracy
 DE7437;SPC WI S     -   241,974.8     716,454.4     MT  (+/- 3 meters HH1 GPS) 
 DE7437
 DE7437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7657191795(NAD 83)
 DE7437
 DE7437                          SUPERSEDED SURVEY CONTROL
 DE7437
 DE7437  NAVD 88 (04/20/07)  260.583  (m)          854.93   (f) SUPERSEDED  2 1
 DE7437  NAVD 88 (05/16/03)  260.590  (m)          854.95   (f) SUPERSEDED  2 1
 DE7437
 DE7437.Superseded values are not recommended for survey control.
 DE7437
 DE7437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7437.See file dsdata.pdf to determine how the superseded data were derived.
 DE7437
 DE7437_MARKER: DD = SURVEY DISK
 DE7437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7437_STAMPING: 4W20 2001
 DE7437_MARK LOGO: WIDT
 DE7437_PROJECTION: FLUSH
 DE7437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7437+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2010
 DE7437
 DE7437  HISTORY     - Date     Condition        Report By
 DE7437  HISTORY     - 2000     MONUMENTED       WIDT
 DE7437  HISTORY     - 20031214 GOOD             USPSQD
 DE7437  HISTORY     - 20050615 GOOD             WIDT
 DE7437  HISTORY     - 20061007 GOOD             USPSQD
 DE7437  HISTORY     - 20100705 GOOD             GEOCAC
 DE7437
 DE7437                          STATION DESCRIPTION
 DE7437
 DE7437'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7437'THE STATION IS LOCATED ABOUT 8 KM NORTH OF OSHKOSH AND 5 KM WEST OF
 DE7437'NEENAH.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH
 DE7437'THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH US HIGHWAY 45
 DE7437'ABOUT 5 KM NORTH OF THE CITY OF OSHKOSH, GO NORTH ON US HIGHWAY 45
 DE7437'FOR 6.4 KM TO COUNTY HIGHWAY JJ ON THE RIGHT, CONTINUE NORTH ON US
 DE7437'HIGHWAY 45 FOR 1.3 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DE7437'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7437'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7437'A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE
 DE7437'STATION IS 10.4 M EAST OF THE CENTERLINE OF US HIGHWAY 45, 190 M
 DE7437'SOUTH OF THE CENTERLINE OF OAKRIDGE ROAD, 33.9 M NORTH OF THE
 DE7437'EASTERNMOST WOOD POST FOR AN --OAKRIDGE ROAD-- SIGN, 29.7 M WEST OF
 DE7437'POWER POLE --2016 36W24--, AND 0.7 M WEST OF A WHITE PLASTIC WITNESS
 DE7437'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7437'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7437
 DE7437                          STATION RECOVERY (2003)
 DE7437
 DE7437'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7437'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 45 IS NOW LABELED HIGHWAY
 DE7437'76.
 DE7437
 DE7437                          STATION RECOVERY (2005)
 DE7437
 DE7437'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7437'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE
 DE7437'SOUTH OF OAKRIDGE ROAD AND IS 0.7 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH
 DE7437'OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7437
 DE7437                          STATION RECOVERY (2006)
 DE7437
 DE7437'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7437'RECOVERED IN GOOD CONDITION.
 DE7437
 DE7437                          STATION RECOVERY (2010)
 DE7437
 DE7437'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DE7437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4331 ***********************************************************************
 DJ4331  DESIGNATION -  4W21
 DJ4331  PID         -  DJ4331
 DJ4331  STATE/COUNTY-  WI/WAUPACA
 DJ4331  COUNTRY     -  US
 DJ4331  USGS QUAD   -  NEW LONDON (2018)
 DJ4331
 DJ4331                         *CURRENT SURVEY CONTROL
 DJ4331  ______________________________________________________________________
 DJ4331* NAD 83(1986) POSITION- 44 25 17.12   (N) 088 44 29.29   (W)   HD_HELD1
 DJ4331* NAVD 88 ORTHO HEIGHT -   234.008 (meters)      767.74  (feet) ADJUSTED
 DJ4331  ______________________________________________________________________
 DJ4331  GEOID HEIGHT    -        -36.442 (meters)                     GEOID18
 DJ4331  DYNAMIC HEIGHT  -        233.970 (meters)      767.62  (feet) COMP
 DJ4331  MODELED GRAVITY -    980,451.7   (mgal)                       NAVD 88
 DJ4331
 DJ4331  VERT ORDER      -  SECOND    CLASS I
 DJ4331
 DJ4331.The horizontal coordinates were determined by differentially corrected
 DJ4331.hand held GPS observations or other comparable positioning techniques
 DJ4331.and have an estimated accuracy of +/- 3 meters.
 DJ4331
 DJ4331.The orthometric height was determined by differential leveling and
 DJ4331.adjusted by the WI DEPT OF TRANSP
 DJ4331.in May 2012.
 DJ4331
 DJ4331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4331.GEOID18 height accuracy estimate available here.
 DJ4331
 DJ4331.Click photographs - Photos may exist for this station.
 DJ4331
 DJ4331.The dynamic height is computed by dividing the NAVD 88
 DJ4331.geopotential number by the normal gravity value computed on the
 DJ4331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4331.degrees latitude (g = 980.6199 gals.).
 DJ4331
 DJ4331.The modeled gravity was interpolated from observed gravity values.
 DJ4331
 DJ4331;                    North         East    Units  Estimated Accuracy
 DJ4331;SPC WI C     -    66,123.9     700,217.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4331
 DJ4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6137020155(NAD 83)
 DJ4331
 DJ4331                          SUPERSEDED SURVEY CONTROL
 DJ4331
 DJ4331  NAVD 88 (07/08/08)  233.984  (m)          767.66   (f) SUPERSEDED  2 1
 DJ4331
 DJ4331.Superseded values are not recommended for survey control.
 DJ4331
 DJ4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4331.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4331
 DJ4331_MARKER: DD = SURVEY DISK
 DJ4331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4331_STAMPING: 4W21 2005
 DJ4331_MARK LOGO: WIDT
 DJ4331_PROJECTION: FLUSH
 DJ4331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4331+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 DJ4331
 DJ4331  HISTORY     - Date     Condition        Report By
 DJ4331  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4331  HISTORY     - 20051114 GOOD             WIDT
 DJ4331
 DJ4331                          STATION DESCRIPTION
 DJ4331
 DJ4331'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4331'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH
 DJ4331'BUSINESS HIGHWAY 45 AND COUNTY HIGHWAY D IN THE CITY OF NEW LONDON, GO
 DJ4331'NORTH ON BUSINESS HIGHWAY 45 AND COUNTY HIGHWAY D FOR 1.25 MI (2.0 KM)
 DJ4331'TO COUNTY HIGHWAY T ON THE LEFT, CONTINUE NORTH ON BUSINESS HIGHWAY 45
 DJ4331'AND COUNTY HIGHWAY D FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DJ4331'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4331'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4331'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4331'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4331'15.5 M (50.9 FT) EAST OF THE CENTERLINE OF BUSINESS HIGHWAY 45 AND
 DJ4331'COUNTY HIGHWAY D, 48.4 M (158.8 FT) SOUTH OF A WOOD POST FOR A --40
 DJ4331'MPH CURVE-- SIGN, 33.0 M (108.3 FT) EAST OF A POWER POLE --65K
 DJ4331'84-20405 35-5--, 32.1 M (105.3 FT) NORTH OF A POWER POLE --45-4
 DJ4331'88-22177--, 17 M (55.8 FT) NORTH OF A PRIVATE ENTRANCE --N5040--, 6.9
 DJ4331'M (22.6 FT) NORTH-NORTHWEST OF THE WESTERNMOST WOOD FENCE POST WITH AN
 DJ4331'--OPEN AREA-- SIGN, AND 1.0 M (3.3 FT) EAST, SOUTHWEST, AND NORTHWEST
 DJ4331'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4331'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4331'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4332 ***********************************************************************
 DJ4332  DESIGNATION -  4W22
 DJ4332  PID         -  DJ4332
 DJ4332  STATE/COUNTY-  WI/WAUPACA
 DJ4332  COUNTRY     -  US
 DJ4332  USGS QUAD   -  NEW LONDON (2018)
 DJ4332
 DJ4332                         *CURRENT SURVEY CONTROL
 DJ4332  ______________________________________________________________________
 DJ4332* NAD 83(1986) POSITION- 44 26 32.02   (N) 088 44 26.76   (W)   HD_HELD1
 DJ4332* NAVD 88 ORTHO HEIGHT -   248.073 (meters)      813.89  (feet) ADJUSTED
 DJ4332  ______________________________________________________________________
 DJ4332  GEOID HEIGHT    -        -36.432 (meters)                     GEOID18
 DJ4332  DYNAMIC HEIGHT  -        248.034 (meters)      813.76  (feet) COMP
 DJ4332  MODELED GRAVITY -    980,453.6   (mgal)                       NAVD 88
 DJ4332
 DJ4332  VERT ORDER      -  SECOND    CLASS I
 DJ4332
 DJ4332.The horizontal coordinates were determined by differentially corrected
 DJ4332.hand held GPS observations or other comparable positioning techniques
 DJ4332.and have an estimated accuracy of +/- 3 meters.
 DJ4332
 DJ4332.The orthometric height was determined by differential leveling and
 DJ4332.adjusted by the WI DEPT OF TRANSP
 DJ4332.in May 2012.
 DJ4332
 DJ4332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4332.GEOID18 height accuracy estimate available here.
 DJ4332
 DJ4332.Click photographs - Photos may exist for this station.
 DJ4332
 DJ4332.The dynamic height is computed by dividing the NAVD 88
 DJ4332.geopotential number by the normal gravity value computed on the
 DJ4332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4332.degrees latitude (g = 980.6199 gals.).
 DJ4332
 DJ4332.The modeled gravity was interpolated from observed gravity values.
 DJ4332
 DJ4332;                    North         East    Units  Estimated Accuracy
 DJ4332;SPC WI C     -    68,436.4     700,238.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4332
 DJ4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6147522465(NAD 83)
 DJ4332
 DJ4332                          SUPERSEDED SURVEY CONTROL
 DJ4332
 DJ4332  NAVD 88 (07/08/08)  248.049  (m)          813.81   (f) SUPERSEDED  2 1
 DJ4332
 DJ4332.Superseded values are not recommended for survey control.
 DJ4332
 DJ4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4332.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4332
 DJ4332_MARKER: DD = SURVEY DISK
 DJ4332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4332_STAMPING: 4W22 2005
 DJ4332_MARK LOGO: WIDT
 DJ4332_PROJECTION: FLUSH
 DJ4332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4332+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4332
 DJ4332  HISTORY     - Date     Condition        Report By
 DJ4332  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4332  HISTORY     - 20051117 GOOD             WIDT
 DJ4332  HISTORY     - 20101025 GOOD             WIDT
 DJ4332
 DJ4332                          STATION DESCRIPTION
 DJ4332
 DJ4332'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4332'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY
 DJ4332'HIGHWAY D ABOUT 2 MI (3.2 KM) NORTH OF THE CITY OF NEW LONDON, GO
 DJ4332'NORTH ON US HIGHWAY 45 FOR 1.05 MI (1.7 KM) TO THE STATION ON THE
 DJ4332'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4332'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4332'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4332'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4332'19.0 M (62.3 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 45, 102 M
 DJ4332'(334.6 FT) SOUTH-SOUTHEAST OF THE EASTERNMOST WOOD POST FOR A --CHURCH
 DJ4332'RD-- SIGN, 3 M (9.8 FT) WEST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3
 DJ4332'FT) WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4332'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4332'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE SOUTHWEST
 DJ4332'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DJ4332
 DJ4332                          STATION RECOVERY (2010)
 DJ4332
 DJ4332'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4332'RECOVERED IN GOOD CONDITION.  NOTE---THE STATION IS 1.15 MILE (NOT
 DJ4332'1.05 MILE) NORTH OF COUNTY HIGHWAY D.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4334 ***********************************************************************
 DJ4334  DESIGNATION -  4W24
 DJ4334  PID         -  DJ4334
 DJ4334  STATE/COUNTY-  WI/WAUPACA
 DJ4334  COUNTRY     -  US
 DJ4334  USGS QUAD   -  NEW LONDON (2018)
 DJ4334
 DJ4334                         *CURRENT SURVEY CONTROL
 DJ4334  ______________________________________________________________________
 DJ4334* NAD 83(2011) POSITION- 44 29 57.82189(N) 088 44 50.49380(W)   ADJUSTED
 DJ4334* NAD 83(2011) ELLIP HT-   220.311 (meters)        (06/27/12)   ADJUSTED
 DJ4334* NAD 83(2011) EPOCH   -  2010.00
 DJ4334* NAVD 88 ORTHO HEIGHT -   256.726 (meters)      842.28  (feet) ADJUSTED
 DJ4334  ______________________________________________________________________
 DJ4334  GEOID HEIGHT    -        -36.416 (meters)                     GEOID18
 DJ4334  NAD 83(2011) X  -     99,618.488 (meters)                     COMP
 DJ4334  NAD 83(2011) Y  - -4,555,823.495 (meters)                     COMP
 DJ4334  NAD 83(2011) Z  -  4,447,994.652 (meters)                     COMP
 DJ4334  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 DJ4334  DYNAMIC HEIGHT  -        256.686 (meters)      842.14  (feet) COMP
 DJ4334  MODELED GRAVITY -    980,457.6   (mgal)                       NAVD 88
 DJ4334
 DJ4334  VERT ORDER      -  SECOND    CLASS I
 DJ4334
 DJ4334  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4334  Standards:
 DJ4334         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4334            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4334  -------------------------------------------------------------------
 DJ4334  NETWORK    0.33   0.29           0.15   0.11   0.15      0.00077786
 DJ4334  -------------------------------------------------------------------
 DJ4334  Click here for local accuracies and other accuracy information.
 DJ4334
 DJ4334.The horizontal coordinates were established by GPS observations
 DJ4334.and adjusted by the National Geodetic Survey in June 2012.
 DJ4334
 DJ4334.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4334.been affixed to the stable North American tectonic plate. See 
 DJ4334.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4334
 DJ4334.The horizontal coordinates are valid at the epoch date displayed above
 DJ4334.which is a decimal equivalence of Year/Month/Day.
 DJ4334
 DJ4334.The orthometric height was determined by differential leveling and
 DJ4334.adjusted by the WI DEPT OF TRANSP
 DJ4334.in May 2012.
 DJ4334
 DJ4334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4334.GEOID18 height accuracy estimate available here.
 DJ4334
 DJ4334.Click photographs - Photos may exist for this station.
 DJ4334
 DJ4334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4334
 DJ4334.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4334
 DJ4334.The ellipsoidal height was determined by GPS observations
 DJ4334.and is referenced to NAD 83.
 DJ4334
 DJ4334.The dynamic height is computed by dividing the NAVD 88
 DJ4334.geopotential number by the normal gravity value computed on the
 DJ4334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4334.degrees latitude (g = 980.6199 gals.).
 DJ4334
 DJ4334.The modeled gravity was interpolated from observed gravity values.
 DJ4334
 DJ4334. The following values were computed from the NAD 83(2011) position.
 DJ4334
 DJ4334;                    North         East     Units Scale Factor Converg.
 DJ4334;SPC WI C     -    74,779.763   699,615.273   MT  0.99996220   +0 53 01.8
 DJ4334;SPC WI C     -   245,339.94  2,295,321.11   sFT  0.99996220   +0 53 01.8
 DJ4334;UTM  16      - 4,928,826.877   361,087.013   MT  0.99983731   -1 13 29.7
 DJ4334
 DJ4334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4334!SPC WI C     -   0.99996546  x   0.99996220  =   0.99992766
 DJ4334!UTM  16      -   0.99996546  x   0.99983731  =   0.99980277
 DJ4334
 DJ4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6108728826(NAD 83)
 DJ4334
 DJ4334                          SUPERSEDED SURVEY CONTROL
 DJ4334
 DJ4334  NAD 83(2007)-  44 29 57.82196(N)    088 44 50.49459(W) AD(2002.00) 1
 DJ4334  ELLIP H (07/29/08)  220.347  (m)                       GP(2002.00) 3 1
 DJ4334  NAVD 88             256.70   (m)          842.2    (f) LEVELING    3  
 DJ4334  NAVD 88 (07/08/08)  256.702  (m)          842.20   (f) SUPERSEDED  2 1
 DJ4334
 DJ4334.Superseded values are not recommended for survey control.
 DJ4334
 DJ4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4334.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4334
 DJ4334_MARKER: DD = SURVEY DISK
 DJ4334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4334_STAMPING: 4W24 2005
 DJ4334_MARK LOGO: WIDT
 DJ4334_PROJECTION: FLUSH
 DJ4334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4334+STABILITY: SURFACE MOTION
 DJ4334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4334+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DJ4334
 DJ4334  HISTORY     - Date     Condition        Report By
 DJ4334  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4334  HISTORY     - 20070109 GOOD             WIDT
 DJ4334  HISTORY     - 20081006 GOOD             WIDT
 DJ4334  HISTORY     - 20081119 GOOD             WIDT
 DJ4334  HISTORY     - 20101025 GOOD             WIDT
 DJ4334  HISTORY     - 20150201 GOOD             WIDT
 DJ4334
 DJ4334                          STATION DESCRIPTION
 DJ4334
 DJ4334'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DJ4334'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45, STATE HIGHWAY
 DJ4334'22, AND STATE HIGHWAY 76 ABOUT 1 MI (1.6 KM) WEST OF THE VILLAGE OF
 DJ4334'BEAR CREEK, GO SOUTH ON US HIGHWAY 45 FOR 2.0 MI (3.2 KM) TO
 DJ4334'FITZGERALD ROAD ON THE RIGHT, CONTINUE SOUTH ON US HIGHWAY 45 FOR 0.2
 DJ4334'MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4334'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4334'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4334'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4334'PAVEMENT.  THE STATION IS 16.4 M (53.8 FT) WEST OF THE CENTERLINE OF
 DJ4334'US HIGHWAY 45, 52 M (170.6 FT) SOUTH OF A POWER POLE
 DJ4334'--84-20531-40-5--, 37.2 M (122.0 FT) WEST-NORTHWEST OF A POWER POLE
 DJ4334'--84-20529-35-5--, 0.7 M (2.3 FT) EAST OF A BARBED WIRE FENCE, AND 0.5
 DJ4334'M (1.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4334'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4334'ABOVE THE HORIZON.
 DJ4334
 DJ4334                          STATION RECOVERY (2008)
 DJ4334
 DJ4334'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DJ4334'RECOVERED IN GOOD CONDITION.
 DJ4334
 DJ4334                          STATION RECOVERY (2008)
 DJ4334
 DJ4334'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DJ4334'RECOVERED AS DESCRIBED.
 DJ4334
 DJ4334                          STATION RECOVERY (2010)
 DJ4334
 DJ4334'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4334'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 54 M SOUTH OF THE
 DJ4334'CENTERLINE OF PRIVATE ENTRANCE --N7201--.
 DJ4334
 DJ4334                          STATION RECOVERY (2015)
 DJ4334
 DJ4334'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DJ4334'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7458 ***********************************************************************
 DE7458  DESIGNATION -  4W46
 DE7458  PID         -  DE7458
 DE7458  STATE/COUNTY-  WI/WINNEBAGO
 DE7458  COUNTRY     -  US
 DE7458  USGS QUAD   -  OSHKOSH NW (2018)
 DE7458
 DE7458                         *CURRENT SURVEY CONTROL
 DE7458  ______________________________________________________________________
 DE7458* NAD 83(1986) POSITION- 44 12 47.9    (N) 088 37 34.2    (W)   HD_HELD2
 DE7458* NAVD 88 ORTHO HEIGHT -   234.061 (meters)      767.92  (feet) ADJUSTED
 DE7458  ______________________________________________________________________
 DE7458  GEOID HEIGHT    -        -36.463 (meters)                     GEOID18
 DE7458  DYNAMIC HEIGHT  -        234.019 (meters)      767.78  (feet) COMP
 DE7458  MODELED GRAVITY -    980,431.7   (mgal)                       NAVD 88
 DE7458
 DE7458  VERT ORDER      -  SECOND    CLASS I
 DE7458
 DE7458.The horizontal coordinates were established by autonomous hand held GPS
 DE7458.observations and have an estimated accuracy of +/- 10 meters.
 DE7458
 DE7458.The orthometric height was determined by differential leveling and
 DE7458.adjusted by the WI DEPT OF TRANSP
 DE7458.in May 2012.
 DE7458
 DE7458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7458.GEOID18 height accuracy estimate available here.
 DE7458
 DE7458.Click photographs - Photos may exist for this station.
 DE7458
 DE7458.The dynamic height is computed by dividing the NAVD 88
 DE7458.geopotential number by the normal gravity value computed on the
 DE7458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7458.degrees latitude (g = 980.6199 gals.).
 DE7458
 DE7458.The modeled gravity was interpolated from observed gravity values.
 DE7458
 DE7458;                    North         East    Units  Estimated Accuracy
 DE7458;SPC WI S     -   246,793.      709,793.      MT  (+/- 10 meters HH2 GPS)
 DE7458
 DE7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7009196850(NAD 83)
 DE7458
 DE7458                          SUPERSEDED SURVEY CONTROL
 DE7458
 DE7458  NAVD 88 (04/20/07)  234.032  (m)          767.82   (f) SUPERSEDED  2 1
 DE7458  NAVD 88 (05/16/03)  234.038  (m)          767.84   (f) SUPERSEDED  2 1
 DE7458
 DE7458.Superseded values are not recommended for survey control.
 DE7458
 DE7458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7458.See file dsdata.pdf to determine how the superseded data were derived.
 DE7458
 DE7458_MARKER: DD = SURVEY DISK
 DE7458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7458_STAMPING: 4W46 2001
 DE7458_MARK LOGO: WIDT
 DE7458_PROJECTION: FLUSH
 DE7458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7458+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7458
 DE7458  HISTORY     - Date     Condition        Report By
 DE7458  HISTORY     - 2000     MONUMENTED       WIDT
 DE7458  HISTORY     - 20031214 GOOD             USPSQD
 DE7458  HISTORY     - 20050711 GOOD             WIDT
 DE7458
 DE7458                          STATION DESCRIPTION
 DE7458
 DE7458'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7458'THE STATION IS LOCATED ABOUT 18 KM SOUTHWEST OF APPLETON, 10 KM WEST
 DE7458'OF NEENAH AND 2 KM EAST OF WINCHESTER.    OWNERSHIP--TOWN OF CLAYTON.
 DE7458'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 150 WITH
 DE7458'STATE HIGHWAY 110 ABOUT 18 KM NORTHWEST OF THE CITY OF OSHKOSH, GO
 DE7458'EAST ON STATE HIGHWAY 150 FOR 4.2 KM TO HICKORY AVENUE ON THE LEFT,
 DE7458'TURN LEFT AND GO NORTH ON HICKORY AVENUE FOR 1.6 KM TO FAIRVIEW ROAD,
 DE7458'TURN LEFT AND GO WEST ON FAIRVIEW ROAD FOR 0.1 KM TO THE STATION ON
 DE7458'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7458'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7458'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5
 DE7458'M BELOW THE ROAD PAVEMENT.  THE STATION IS 6.8 M SOUTH OF THE
 DE7458'CENTERLINE OF FAIRVIEW ROAD, 96 M WEST OF THE CENTERLINE OF HICKORY
 DE7458'AVENUE, 39.0 M SOUTHEAST OF POWER POLE --59 2016-7R5--, 30.2 M
 DE7458'SOUTHWEST OF POWER POLE --60 2016-7R6--, 5 M NORTH OF A CULTIVATED
 DE7458'FIELD AND 1.0 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7458'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7458'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7458
 DE7458                          STATION RECOVERY (2003)
 DE7458
 DE7458'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7458'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 150 IS LABELED COUNTY
 DE7458'ROAD II.
 DE7458
 DE7458                          STATION RECOVERY (2005)
 DE7458
 DE7458'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7458'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DE7458'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7461 ***********************************************************************
 DE7461  DESIGNATION -  4W47
 DE7461  PID         -  DE7461
 DE7461  STATE/COUNTY-  WI/OUTAGAMIE
 DE7461  COUNTRY     -  US
 DE7461  USGS QUAD   -  HORTONVILLE (2018)
 DE7461
 DE7461                         *CURRENT SURVEY CONTROL
 DE7461  ______________________________________________________________________
 DE7461* NAD 83(1986) POSITION- 44 15 55.4    (N) 088 38 17.5    (W)   HD_HELD2
 DE7461* NAVD 88 ORTHO HEIGHT -   251.284 (meters)      824.42  (feet) ADJUSTED
 DE7461  ______________________________________________________________________
 DE7461  GEOID HEIGHT    -        -36.457 (meters)                     GEOID18
 DE7461  DYNAMIC HEIGHT  -        251.240 (meters)      824.28  (feet) COMP
 DE7461  MODELED GRAVITY -    980,438.5   (mgal)                       NAVD 88
 DE7461
 DE7461  VERT ORDER      -  SECOND    CLASS I
 DE7461
 DE7461.The horizontal coordinates were established by autonomous hand held GPS
 DE7461.observations and have an estimated accuracy of +/- 10 meters.
 DE7461
 DE7461.The orthometric height was determined by differential leveling and
 DE7461.adjusted by the WI DEPT OF TRANSP
 DE7461.in May 2012.
 DE7461
 DE7461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7461.GEOID18 height accuracy estimate available here.
 DE7461
 DE7461.Click photographs - Photos may exist for this station.
 DE7461
 DE7461.The dynamic height is computed by dividing the NAVD 88
 DE7461.geopotential number by the normal gravity value computed on the
 DE7461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7461.degrees latitude (g = 980.6199 gals.).
 DE7461
 DE7461.The modeled gravity was interpolated from observed gravity values.
 DE7461
 DE7461;                    North         East    Units  Estimated Accuracy
 DE7461;SPC WI C     -    48,921.      708,732.      MT  (+/- 10 meters HH2 GPS)
 DE7461
 DE7461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6924502654(NAD 83)
 DE7461
 DE7461                          SUPERSEDED SURVEY CONTROL
 DE7461
 DE7461  NAVD 88 (04/20/07)  251.255  (m)          824.33   (f) SUPERSEDED  2 1
 DE7461  NAVD 88 (05/16/03)  251.262  (m)          824.35   (f) SUPERSEDED  2 1
 DE7461
 DE7461.Superseded values are not recommended for survey control.
 DE7461
 DE7461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7461.See file dsdata.pdf to determine how the superseded data were derived.
 DE7461
 DE7461_MARKER: DD = SURVEY DISK
 DE7461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7461_STAMPING: 4W47 2001
 DE7461_MARK LOGO: WIDT
 DE7461_PROJECTION: FLUSH
 DE7461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7461+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2006
 DE7461
 DE7461  HISTORY     - Date     Condition        Report By
 DE7461  HISTORY     - 2000     MONUMENTED       WIDT
 DE7461  HISTORY     - 20030611 MARK NOT FOUND   USPSQD
 DE7461  HISTORY     - 20041008 GOOD             USPSQD
 DE7461  HISTORY     - 20050718 GOOD             WIDT
 DE7461  HISTORY     - 20061012 GOOD             USPSQD
 DE7461
 DE7461                          STATION DESCRIPTION
 DE7461
 DE7461'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7461'THE STATION IS LOCATED ABOUT 16 KM NORTHWEST OF MENASHA IN THE
 DE7461'COMMUNITY OF MEDINA. OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE
 DE7461'STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY HIGHWAY M IN
 DE7461'THE COMMUNITY OF MEDINA, GO SOUTH ON COUNTY HIGHWAY M FOR 0.7 KM TO
 DE7461'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7461'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7461'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7461'AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.8 M EAST
 DE7461'OF THE CENTERLINE OF COUNTY HIGHWAY M, 32.9 M SOUTHEAST OF POWER POLE
 DE7461'--71-2966--, 7 M SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE, 5 M
 DE7461'WEST OF A CULTIVATED FIELD AND 1.0 M WEST OF A WHITE PLASTIC WITNESS
 DE7461'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7461'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7461
 DE7461                          STATION RECOVERY (2003)
 DE7461
 DE7461'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7461'NOT FOUND.  THERE WAS NO WITNESS POST OBSERVED AT THE SITE.
 DE7461
 DE7461                          STATION RECOVERY (2004)
 DE7461
 DE7461'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7461'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 7 M NORTH
 DE7461'(NOT SOUTH) OF THE FIELD ENTRANCE.  NOTE-- HIGHWAY 10 IS NOW LABELED
 DE7461'HIGHWAY 96.
 DE7461
 DE7461                          STATION RECOVERY (2005)
 DE7461
 DE7461'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7461'RECOVERED IN GOOD CONDITION.  NOTE-- THE CONCRETE POST HAS RECENT
 DE7461'SMALL CLIPS OUT OF THE SOUTH SIDE OF THE POST.  ADD-- THE STATION IS
 DE7461'0.4 MILE NORTH OF HUNTERS ROAD, 6.7 M NORTH (NOT SOUTH) OF A FIELD
 DE7461'ENTRANCE, AND 0.5 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE WHITE
 DE7461'PLASTIC WITNESS POSTS.
 DE7461
 DE7461                          STATION RECOVERY (2006)
 DE7461
 DE7461'RECOVERY NOTE BY US POWER SQUADRON 2006 (JK)
 DE7461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7462 ***********************************************************************
 DE7462  DESIGNATION -  4W48
 DE7462  PID         -  DE7462
 DE7462  STATE/COUNTY-  WI/OUTAGAMIE
 DE7462  COUNTRY     -  US
 DE7462  USGS QUAD   -  HORTONVILLE (2018)
 DE7462
 DE7462                         *CURRENT SURVEY CONTROL
 DE7462  ______________________________________________________________________
 DE7462* NAD 83(1986) POSITION- 44 17 01.49   (N) 088 38 13.77   (W)   HD_HELD1
 DE7462* NAVD 88 ORTHO HEIGHT -   257.461 (meters)      844.69  (feet) ADJUSTED
 DE7462  ______________________________________________________________________
 DE7462  GEOID HEIGHT    -        -36.446 (meters)                     GEOID18
 DE7462  DYNAMIC HEIGHT  -        257.417 (meters)      844.54  (feet) COMP
 DE7462  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 DE7462
 DE7462  VERT ORDER      -  SECOND    CLASS I
 DE7462
 DE7462.The horizontal coordinates were determined by differentially corrected
 DE7462.hand held GPS observations or other comparable positioning techniques
 DE7462.and have an estimated accuracy of +/- 3 meters.
 DE7462
 DE7462.The orthometric height was determined by differential leveling and
 DE7462.adjusted by the WI DEPT OF TRANSP
 DE7462.in May 2012.
 DE7462
 DE7462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7462.GEOID18 height accuracy estimate available here.
 DE7462
 DE7462.Click photographs - Photos may exist for this station.
 DE7462
 DE7462.The dynamic height is computed by dividing the NAVD 88
 DE7462.geopotential number by the normal gravity value computed on the
 DE7462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7462.degrees latitude (g = 980.6199 gals.).
 DE7462
 DE7462.The modeled gravity was interpolated from observed gravity values.
 DE7462
 DE7462;                    North         East    Units  Estimated Accuracy
 DE7462;SPC WI C     -    50,962.1     708,780.3     MT  (+/- 3 meters HH1 GPS) 
 DE7462
 DE7462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6936804692(NAD 83)
 DE7462
 DE7462                          SUPERSEDED SURVEY CONTROL
 DE7462
 DE7462  NAVD 88 (04/20/07)  257.433  (m)          844.59   (f) SUPERSEDED  2 1
 DE7462  NAVD 88 (05/16/03)  257.440  (m)          844.62   (f) SUPERSEDED  2 1
 DE7462
 DE7462.Superseded values are not recommended for survey control.
 DE7462
 DE7462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7462.See file dsdata.pdf to determine how the superseded data were derived.
 DE7462
 DE7462_MARKER: DD = SURVEY DISK
 DE7462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7462_STAMPING: 4W48 2001
 DE7462_MARK LOGO: WIDT
 DE7462_PROJECTION: FLUSH
 DE7462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7462+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2006
 DE7462
 DE7462  HISTORY     - Date     Condition        Report By
 DE7462  HISTORY     - 2000     MONUMENTED       WIDT
 DE7462  HISTORY     - 20030611 GOOD             USPSQD
 DE7462  HISTORY     - 20041008 GOOD             USPSQD
 DE7462  HISTORY     - 20050718 GOOD             WIDT
 DE7462  HISTORY     - 20061012 GOOD             USPSQD
 DE7462
 DE7462                          STATION DESCRIPTION
 DE7462
 DE7462'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7462'THE STATION IS LOCATED ABOUT 18 KM WEST OF APPLETON AND 1 KM NORTH OF
 DE7462'MEDINA.  OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE STATION FROM THE
 DE7462'JUNCTION OF US HIGHWAY 10 WITH COUNTY HIGHWAY M IN THE COMMUNITY OF
 DE7462'MEDINA, GO NORTH ON COUNTY HIGHWAY M FOR 1.3 KM TO THE STATION ON THE
 DE7462'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7462'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7462'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DE7462'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.8 M EAST OF THE
 DE7462'CENTERLINE OF COUNTY HIGHWAY M, 0.3 KM SOUTH OF SCHOOL ROAD, 42 M
 DE7462'NORTH OF THE CENTERLINE OF HACKETT LANE, 39.3 M SOUTHEAST OF POWER
 DE7462'POLE --50-2 87-20692--, AND 1.0 M WEST OF A WHITE PLASTIC WITNESS
 DE7462'POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7462'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DE7462
 DE7462                          STATION RECOVERY (2003)
 DE7462
 DE7462'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7462'RECOVERED IN GOOD CONDITION.  NO WITNESS POST WAS FOUND AT THE SITE.
 DE7462
 DE7462                          STATION RECOVERY (2004)
 DE7462
 DE7462'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7462'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 10 IS NOW LABELED HIGHWAY
 DE7462'96.
 DE7462
 DE7462                          STATION RECOVERY (2005)
 DE7462
 DE7462'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7462'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M WEST, 1.0 M
 DE7462'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7462
 DE7462                          STATION RECOVERY (2006)
 DE7462
 DE7462'RECOVERY NOTE BY US POWER SQUADRON 2006 (JK)
 DE7462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7463 ***********************************************************************
 DE7463  DESIGNATION -  4W49
 DE7463  PID         -  DE7463
 DE7463  STATE/COUNTY-  WI/OUTAGAMIE
 DE7463  COUNTRY     -  US
 DE7463  USGS QUAD   -  HORTONVILLE (2018)
 DE7463
 DE7463                         *CURRENT SURVEY CONTROL
 DE7463  ______________________________________________________________________
 DE7463* NAD 83(1986) POSITION- 44 18 28.6    (N) 088 38 10.1    (W)   HD_HELD2
 DE7463* NAVD 88 ORTHO HEIGHT -   251.800 (meters)      826.11  (feet) ADJUSTED
 DE7463  ______________________________________________________________________
 DE7463  GEOID HEIGHT    -        -36.434 (meters)                     GEOID18
 DE7463  DYNAMIC HEIGHT  -        251.757 (meters)      825.97  (feet) COMP
 DE7463  MODELED GRAVITY -    980,444.9   (mgal)                       NAVD 88
 DE7463
 DE7463  VERT ORDER      -  SECOND    CLASS I
 DE7463
 DE7463.The horizontal coordinates were established by autonomous hand held GPS
 DE7463.observations and have an estimated accuracy of +/- 10 meters.
 DE7463
 DE7463.The orthometric height was determined by differential leveling and
 DE7463.adjusted by the WI DEPT OF TRANSP
 DE7463.in May 2012.
 DE7463
 DE7463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7463.GEOID18 height accuracy estimate available here.
 DE7463
 DE7463.Click photographs - Photos may exist for this station.
 DE7463
 DE7463.The dynamic height is computed by dividing the NAVD 88
 DE7463.geopotential number by the normal gravity value computed on the
 DE7463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7463.degrees latitude (g = 980.6199 gals.).
 DE7463
 DE7463.The modeled gravity was interpolated from observed gravity values.
 DE7463
 DE7463;                    North         East    Units  Estimated Accuracy
 DE7463;SPC WI C     -    53,652.      708,816.      MT  (+/- 10 meters HH2 GPS)
 DE7463
 DE7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6950307378(NAD 83)
 DE7463
 DE7463                          SUPERSEDED SURVEY CONTROL
 DE7463
 DE7463  NAVD 88 (04/20/07)  251.772  (m)          826.02   (f) SUPERSEDED  2 1
 DE7463  NAVD 88 (05/16/03)  251.779  (m)          826.04   (f) SUPERSEDED  2 1
 DE7463
 DE7463.Superseded values are not recommended for survey control.
 DE7463
 DE7463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7463.See file dsdata.pdf to determine how the superseded data were derived.
 DE7463
 DE7463_MARKER: DD = SURVEY DISK
 DE7463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7463_STAMPING: 4W49 2001
 DE7463_MARK LOGO: WIDT
 DE7463_PROJECTION: FLUSH
 DE7463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7463+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 DE7463
 DE7463  HISTORY     - Date     Condition        Report By
 DE7463  HISTORY     - 2000     MONUMENTED       WIDT
 DE7463  HISTORY     - 20030611 GOOD             USPSQD
 DE7463  HISTORY     - 20041008 GOOD             USPSQD
 DE7463  HISTORY     - 20050718 GOOD             WIDT
 DE7463  HISTORY     - 20061021 GOOD             USPSQD
 DE7463
 DE7463                          STATION DESCRIPTION
 DE7463
 DE7463'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7463'THE STATION IS LOCATED ABOUT 18 KM NORTHWEST OF APPLETON AND 3 KM
 DE7463'SOUTH OF HORTONVILLE.  OWNERSHIP--COUNTY OF OUTAGAMIE.    TO REACH THE
 DE7463'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY HIGHWAY M IN
 DE7463'THE VILLAGE OF HORTONVILLE, GO SOUTH ON COUNTY HIGHWAY M FOR 3.1 KM
 DE7463'TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DE7463'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7463'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7463'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 12.7 M
 DE7463'EAST OF THE CENTERLINE OF COUNTY HIGHWAY M, 67 M SOUTH OF THE
 DE7463'CENTERLINE OF AUTUMWOOD COURT, 52.2 M SOUTHEAST OF A POWER POLE
 DE7463'--72-6010--, 51.2 M NORTHEAST OF A POWER POLE --72-5825--, AND 1.0 M
 DE7463'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7463'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7463'HORIZON EXCEPT FOR POWERLINES TO THE WEST EXTENDING TO 25 DEGREES.
 DE7463
 DE7463                          STATION RECOVERY (2003)
 DE7463
 DE7463'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7463'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS SOUTH OF THE
 DE7463'JUNCTION OF COUNTY ROAD M AND THE NORTH BRANCH OF AUTUMWOOD CT.
 DE7463
 DE7463                          STATION RECOVERY (2004)
 DE7463
 DE7463'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7463'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 45 IS NOW LABELED HIGHWAY
 DE7463'15.
 DE7463
 DE7463                          STATION RECOVERY (2005)
 DE7463
 DE7463'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7463'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE NORTH OF
 DE7463'THE SOUTHERN END OF AUTUMWOOD COURT AND 1.0 M WEST, 1.0 M NORTH, AND
 DE7463'1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7463
 DE7463                          STATION RECOVERY (2006)
 DE7463
 DE7463'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7464 ***********************************************************************
 DE7464  DESIGNATION -  4W50
 DE7464  PID         -  DE7464
 DE7464  STATE/COUNTY-  WI/OUTAGAMIE
 DE7464  COUNTRY     -  US
 DE7464  USGS QUAD   -  HORTONVILLE (2018)
 DE7464
 DE7464                         *CURRENT SURVEY CONTROL
 DE7464  ______________________________________________________________________
 DE7464* NAD 83(1986) POSITION- 44 19 17.9    (N) 088 38 14.5    (W)   HD_HELD2
 DE7464* NAVD 88 ORTHO HEIGHT -   247.179 (meters)      810.95  (feet) ADJUSTED
 DE7464  ______________________________________________________________________
 DE7464  GEOID HEIGHT    -        -36.429 (meters)                     GEOID18
 DE7464  DYNAMIC HEIGHT  -        247.138 (meters)      810.82  (feet) COMP
 DE7464  MODELED GRAVITY -    980,446.8   (mgal)                       NAVD 88
 DE7464
 DE7464  VERT ORDER      -  SECOND    CLASS I
 DE7464
 DE7464.The horizontal coordinates were established by autonomous hand held GPS
 DE7464.observations and have an estimated accuracy of +/- 10 meters.
 DE7464
 DE7464.The orthometric height was determined by differential leveling and
 DE7464.adjusted by the WI DEPT OF TRANSP
 DE7464.in May 2012.
 DE7464
 DE7464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7464.GEOID18 height accuracy estimate available here.
 DE7464
 DE7464.Click photographs - Photos may exist for this station.
 DE7464
 DE7464.The dynamic height is computed by dividing the NAVD 88
 DE7464.geopotential number by the normal gravity value computed on the
 DE7464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7464.degrees latitude (g = 980.6199 gals.).
 DE7464
 DE7464.The modeled gravity was interpolated from observed gravity values.
 DE7464
 DE7464;                    North         East    Units  Estimated Accuracy
 DE7464;SPC WI C     -    55,172.      708,693.      MT  (+/- 10 meters HH2 GPS)
 DE7464
 DE7464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6943608901(NAD 83)
 DE7464
 DE7464                          SUPERSEDED SURVEY CONTROL
 DE7464
 DE7464  NAVD 88 (04/20/07)  247.151  (m)          810.86   (f) SUPERSEDED  2 1
 DE7464  NAVD 88 (05/16/03)  247.158  (m)          810.88   (f) SUPERSEDED  2 1
 DE7464
 DE7464.Superseded values are not recommended for survey control.
 DE7464
 DE7464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7464.See file dsdata.pdf to determine how the superseded data were derived.
 DE7464
 DE7464_MARKER: DD = SURVEY DISK
 DE7464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7464_STAMPING: 4W50 2001
 DE7464_MARK LOGO: WIDT
 DE7464_PROJECTION: FLUSH
 DE7464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7464+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 DE7464
 DE7464  HISTORY     - Date     Condition        Report By
 DE7464  HISTORY     - 2000     MONUMENTED       WIDT
 DE7464  HISTORY     - 20030611 GOOD             USPSQD
 DE7464  HISTORY     - 20041008 GOOD             USPSQD
 DE7464  HISTORY     - 20050718 GOOD             WIDT
 DE7464  HISTORY     - 20061021 GOOD             USPSQD
 DE7464
 DE7464                          STATION DESCRIPTION
 DE7464
 DE7464'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7464'THE STATION IS LOCATED ABOUT 21 KM NORTHWEST OF APPLETON AND 1 KM
 DE7464'SOUTH OF HORTONVILLE.  OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE
 DE7464'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY HIGHWAY M IN
 DE7464'THE VILLAGE OF HORTONVILLE, GO SOUTH ON COUNTY HIGHWAY M FOR 1.4 KM
 DE7464'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7464'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7464'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7464'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.6 M
 DE7464'EAST OF THE CENTERLINE OF COUNTY HIGHWAY M, 98 M NORTH OF THE
 DE7464'CENTERLINE OF A FIELD ENTRANCE, 57.6 M SOUTHEAST OF A WOOD POST FOR A
 DE7464'--REDUCED SPEED AHEAD 25 MPH-- SIGN, 14.0 M NORTH OF A WOOD POST FOR
 DE7464'A --CURVE-- CAUTION SIGN, AND 1.0 M WEST OF A WHITE PLASTIC WITNESS
 DE7464'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7464'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7464
 DE7464                          STATION RECOVERY (2003)
 DE7464
 DE7464'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7464'RECOVERED IN GOOD CONDITION.
 DE7464
 DE7464                          STATION RECOVERY (2004)
 DE7464
 DE7464'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7464'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 45 IS NOW LABELED HIGHWAY
 DE7464'15.
 DE7464
 DE7464                          STATION RECOVERY (2005)
 DE7464
 DE7464'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7464'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 MILE SOUTH OF
 DE7464'COUNTY HIGHWAY TT, 0.2 MILE SOUTH OF HONEYSUCKLE DRIVE, 0.4 MILE NORTH
 DE7464'OF R AND D ROAD, AND 1.0 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE
 DE7464'WHITE PLASTIC WITNESS POSTS.
 DE7464
 DE7464                          STATION RECOVERY (2006)
 DE7464
 DE7464'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7465 ***********************************************************************
 DE7465  DESIGNATION -  4W51
 DE7465  PID         -  DE7465
 DE7465  STATE/COUNTY-  WI/OUTAGAMIE
 DE7465  COUNTRY     -  US
 DE7465  USGS QUAD   -  HORTONVILLE (2018)
 DE7465
 DE7465                         *CURRENT SURVEY CONTROL
 DE7465  ______________________________________________________________________
 DE7465* NAD 83(1986) POSITION- 44 20 17.54   (N) 088 38 07.09   (W)   HD_HELD1
 DE7465* NAVD 88 ORTHO HEIGHT -   243.958 (meters)      800.39  (feet) ADJUSTED
 DE7465  ______________________________________________________________________
 DE7465  GEOID HEIGHT    -        -36.422 (meters)                     GEOID18
 DE7465  DYNAMIC HEIGHT  -        243.918 (meters)      800.25  (feet) COMP
 DE7465  MODELED GRAVITY -    980,449.3   (mgal)                       NAVD 88
 DE7465
 DE7465  VERT ORDER      -  SECOND    CLASS I
 DE7465
 DE7465.The horizontal coordinates were determined by differentially corrected
 DE7465.hand held GPS observations or other comparable positioning techniques
 DE7465.and have an estimated accuracy of +/- 3 meters.
 DE7465
 DE7465.The orthometric height was determined by differential leveling and
 DE7465.adjusted by the WI DEPT OF TRANSP
 DE7465.in May 2012.
 DE7465
 DE7465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7465.GEOID18 height accuracy estimate available here.
 DE7465
 DE7465.Click photographs - Photos may exist for this station.
 DE7465
 DE7465.The dynamic height is computed by dividing the NAVD 88
 DE7465.geopotential number by the normal gravity value computed on the
 DE7465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7465.degrees latitude (g = 980.6199 gals.).
 DE7465
 DE7465.The modeled gravity was interpolated from observed gravity values.
 DE7465
 DE7465;                    North         East    Units  Estimated Accuracy
 DE7465;SPC WI C     -    57,015.0     708,826.7     MT  (+/- 3 meters HH1 GPS) 
 DE7465
 DE7465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6963710738(NAD 83)
 DE7465
 DE7465                          SUPERSEDED SURVEY CONTROL
 DE7465
 DE7465  NAVD 88 (04/20/07)  243.930  (m)          800.29   (f) SUPERSEDED  2 1
 DE7465  NAVD 88 (05/16/03)  243.938  (m)          800.32   (f) SUPERSEDED  2 1
 DE7465
 DE7465.Superseded values are not recommended for survey control.
 DE7465
 DE7465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7465.See file dsdata.pdf to determine how the superseded data were derived.
 DE7465
 DE7465_MARKER: DD = SURVEY DISK
 DE7465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7465_STAMPING: 4W51 2001
 DE7465_MARK LOGO: WIDT
 DE7465_PROJECTION: FLUSH
 DE7465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7465+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DE7465
 DE7465  HISTORY     - Date     Condition        Report By
 DE7465  HISTORY     - 2000     MONUMENTED       WIDT
 DE7465  HISTORY     - 20030611 GOOD             USPSQD
 DE7465  HISTORY     - 20041008 GOOD             USPSQD
 DE7465  HISTORY     - 20120705 GOOD             WIDT
 DE7465
 DE7465                          STATION DESCRIPTION
 DE7465
 DE7465'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7465'THE STATION IS LOCATED ABOUT 19 KM NORTHWEST OF APPLETON IN
 DE7465'HORTONVILLE.  OWNERSHIP--VILLAGE OF HORTONVILLE.  TO REACH THE
 DE7465'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY HIGHWAY M IN
 DE7465'THE VILLAGE OF HORTONVILLE, GO NORTH ON COUNTY HIGHWAY M FOR 0.5 KM
 DE7465'TO OAK STREET, TURN RIGHT AND GO SOUTH ON OAK STREET FOR 60 METERS TO
 DE7465'THE STATION ON THE LEFT.  THE STATION IS LOCATED ON THE SCHOOL LAWN.
 DE7465'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7465'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7465'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7465'THE STREET PAVEMENT.  THE STATION IS 14.2 M EAST OF THE CENTERLINE OF
 DE7465'OAK STREET, 33.8 M SOUTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 DE7465'BUILDING, 25 M NORTH OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DE7465'--259--, AND 11.4 M SOUTHEAST OF A LIGHT POLE.    ---NOTE---THIS
 DE7465'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7465'ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTHEAST EXTENDING TO 25
 DE7465'DEGREES AND A TREE TO THE NORTHWEST EXTENDING TO 25 DEGREES.
 DE7465
 DE7465                          STATION RECOVERY (2003)
 DE7465
 DE7465'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7465'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14.5 FEET EAST OF
 DE7465'THE EAST EDGE OF A CONCRETE SIDEWALK.
 DE7465
 DE7465                          STATION RECOVERY (2004)
 DE7465
 DE7465'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7465'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 45 IS NOW LABELED HIGHWAY
 DE7465'15.  CORRECTION-- THE ADDRESS OF THE PRIVATE RESIDENCE IS 239, NOT
 DE7465'259.
 DE7465
 DE7465                          STATION RECOVERY (2012)
 DE7465
 DE7465'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (NRB)
 DE7465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7466 ***********************************************************************
 DE7466  DESIGNATION -  4W52
 DE7466  PID         -  DE7466
 DE7466  STATE/COUNTY-  WI/OUTAGAMIE
 DE7466  COUNTRY     -  US
 DE7466  USGS QUAD   -  HORTONVILLE (2018)
 DE7466
 DE7466                         *CURRENT SURVEY CONTROL
 DE7466  ______________________________________________________________________
 DE7466* NAD 83(1986) POSITION- 44 21 34.16   (N) 088 38 06.81   (W)   HD_HELD1
 DE7466* NAVD 88 ORTHO HEIGHT -   231.949 (meters)      760.99  (feet) ADJUSTED
 DE7466  ______________________________________________________________________
 DE7466  GEOID HEIGHT    -        -36.416 (meters)                     GEOID18
 DE7466  DYNAMIC HEIGHT  -        231.912 (meters)      760.86  (feet) COMP
 DE7466  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 DE7466
 DE7466  VERT ORDER      -  SECOND    CLASS I
 DE7466
 DE7466.The horizontal coordinates were determined by differentially corrected
 DE7466.hand held GPS observations or other comparable positioning techniques
 DE7466.and have an estimated accuracy of +/- 3 meters.
 DE7466
 DE7466.The orthometric height was determined by differential leveling and
 DE7466.adjusted by the WI DEPT OF TRANSP
 DE7466.in May 2012.
 DE7466
 DE7466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7466.GEOID18 height accuracy estimate available here.
 DE7466
 DE7466.Click photographs - Photos may exist for this station.
 DE7466
 DE7466.The dynamic height is computed by dividing the NAVD 88
 DE7466.geopotential number by the normal gravity value computed on the
 DE7466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7466.degrees latitude (g = 980.6199 gals.).
 DE7466
 DE7466.The modeled gravity was interpolated from observed gravity values.
 DE7466
 DE7466;                    North         East    Units  Estimated Accuracy
 DE7466;SPC WI C     -    59,379.7     708,793.1     MT  (+/- 3 meters HH1 GPS) 
 DE7466
 DE7466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6969113102(NAD 83)
 DE7466
 DE7466                          SUPERSEDED SURVEY CONTROL
 DE7466
 DE7466  NAVD 88 (04/20/07)  231.922  (m)          760.90   (f) SUPERSEDED  2 1
 DE7466  NAVD 88 (05/16/03)  231.929  (m)          760.92   (f) SUPERSEDED  2 1
 DE7466
 DE7466.Superseded values are not recommended for survey control.
 DE7466
 DE7466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7466.See file dsdata.pdf to determine how the superseded data were derived.
 DE7466
 DE7466_MARKER: DD = SURVEY DISK
 DE7466_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7466_SP_SET: BRIDGE ABUTMENT
 DE7466_STAMPING: 4W52 2001
 DE7466_MARK LOGO: WIDT
 DE7466_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7466+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 DE7466
 DE7466  HISTORY     - Date     Condition        Report By
 DE7466  HISTORY     - 2001     MONUMENTED       WIDT
 DE7466  HISTORY     - 20030611 GOOD             USPSQD
 DE7466  HISTORY     - 20041008 GOOD             USPSQD
 DE7466  HISTORY     - 20050712 GOOD             WIDT
 DE7466  HISTORY     - 20061021 GOOD             USPSQD
 DE7466
 DE7466                          STATION DESCRIPTION
 DE7466
 DE7466'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7466'THE STATION IS LOCATED ABOUT 20 KM NORTHWEST OF APPLETON AND 9 KM
 DE7466'EAST OF NEW LONDON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7466'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7466'45 AND STATE HIGHWAY 15 WITH COUNTY HIGHWAY M IN THE VILLAGE OF
 DE7466'HORTONVILLE, GO NORTH ON COUNTY HIGHWAY M FOR 1.0 KM TO COUNTY
 DE7466'HIGHWAY MM, CONTINUE NORTH ON COUNTY HIGHWAY M FOR 1.8 KM TO BRIDGE
 DE7466'--B-44-61-68-- AND THE STATION ON THE RIGHT.   THE DISK IS SET ON THE
 DE7466'EAST SIDE OF THE NORTH ABUTMENT. THE STATION IS A BRONZE WISCONSIN
 DE7466'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7466'IN THE TOP OF A BRIDGE ABUTMENT AND ABOUT 0.5 M BELOW HIGHWAY
 DE7466'PAVEMENT.  THE STATION IS 8.1 M EAST OF THE CENTERLINE OF COUNTY
 DE7466'HIGHWAY M, 2.4 KM SOUTH OF COUNTY HIGHWAY S, AND 2.0 M EAST OF METAL
 DE7466'GUARDRAIL.  ---NOTE---THIS STATION HAS VISIBLE OBSTRUCTIONS IN ALL
 DE7466'QUADRANTS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7466
 DE7466                          STATION RECOVERY (2003)
 DE7466
 DE7466'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7466'RECOVERED IN GOOD CONDITION.
 DE7466
 DE7466                          STATION RECOVERY (2004)
 DE7466
 DE7466'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7466'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 45 NO LONGER RUNS WITH
 DE7466'HIGHWAY 15 IN THIS AREA.
 DE7466
 DE7466                          STATION RECOVERY (2005)
 DE7466
 DE7466'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7466'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE SOUTH OF
 DE7466'FRANKS LANE AND 0.2 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7466
 DE7466                          STATION RECOVERY (2006)
 DE7466
 DE7466'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7467 ***********************************************************************
 DE7467  DESIGNATION -  4W53
 DE7467  PID         -  DE7467
 DE7467  STATE/COUNTY-  WI/OUTAGAMIE
 DE7467  COUNTRY     -  US
 DE7467  USGS QUAD   -  HORTONVILLE (2018)
 DE7467
 DE7467                         *CURRENT SURVEY CONTROL
 DE7467  ______________________________________________________________________
 DE7467* NAD 83(1986) POSITION- 44 22 13.73   (N) 088 38 06.04   (W)   HD_HELD1
 DE7467* NAVD 88 ORTHO HEIGHT -   231.936 (meters)      760.94  (feet) ADJUSTED
 DE7467  ______________________________________________________________________
 DE7467  GEOID HEIGHT    -        -36.413 (meters)                     GEOID18
 DE7467  DYNAMIC HEIGHT  -        231.899 (meters)      760.82  (feet) COMP
 DE7467  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 DE7467
 DE7467  VERT ORDER      -  SECOND    CLASS I
 DE7467
 DE7467.The horizontal coordinates were determined by differentially corrected
 DE7467.hand held GPS observations or other comparable positioning techniques
 DE7467.and have an estimated accuracy of +/- 3 meters.
 DE7467
 DE7467.The orthometric height was determined by differential leveling and
 DE7467.adjusted by the WI DEPT OF TRANSP
 DE7467.in May 2012.
 DE7467
 DE7467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7467.GEOID18 height accuracy estimate available here.
 DE7467
 DE7467.Click photographs - Photos may exist for this station.
 DE7467
 DE7467.The dynamic height is computed by dividing the NAVD 88
 DE7467.geopotential number by the normal gravity value computed on the
 DE7467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7467.degrees latitude (g = 980.6199 gals.).
 DE7467
 DE7467.The modeled gravity was interpolated from observed gravity values.
 DE7467
 DE7467;                    North         East    Units  Estimated Accuracy
 DE7467;SPC WI C     -    60,601.1     708,789.7     MT  (+/- 3 meters HH1 GPS) 
 DE7467
 DE7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6973214322(NAD 83)
 DE7467
 DE7467                          SUPERSEDED SURVEY CONTROL
 DE7467
 DE7467  NAVD 88 (04/20/07)  231.909  (m)          760.85   (f) SUPERSEDED  2 1
 DE7467  NAVD 88 (05/16/03)  231.916  (m)          760.88   (f) SUPERSEDED  2 1
 DE7467
 DE7467.Superseded values are not recommended for survey control.
 DE7467
 DE7467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7467.See file dsdata.pdf to determine how the superseded data were derived.
 DE7467
 DE7467_MARKER: DD = SURVEY DISK
 DE7467_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7467_SP_SET: BRIDGE ABUTMENT
 DE7467_STAMPING: 4W53 2001
 DE7467_MARK LOGO: WIDT
 DE7467_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7467+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 DE7467
 DE7467  HISTORY     - Date     Condition        Report By
 DE7467  HISTORY     - 2001     MONUMENTED       WIDT
 DE7467  HISTORY     - 20030611 GOOD             USPSQD
 DE7467  HISTORY     - 20041008 GOOD             USPSQD
 DE7467  HISTORY     - 20050712 GOOD             WIDT
 DE7467  HISTORY     - 20061021 GOOD             USPSQD
 DE7467
 DE7467                          STATION DESCRIPTION
 DE7467
 DE7467'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7467'THE STATION IS LOCATED ABOUT 21 KM NORTHWEST OF APPLETON  AND 9 KM
 DE7467'EAST OF NEW LONDON.  TO REACH THE STATION FROM THE JUNCTION OF US
 DE7467'HIGHWAY 45 AND STATE HIGHWAY 15 WITH COUNTY HIGHWAY M IN THE VILLAGE
 DE7467'OF HORTONVILLE, GO NORTH ON COUNTY HIGHWAY M FOR 2.6 KM TO THE BRIDGE
 DE7467'OVER THE WOLF RIVER, CONTINUE NORTH ON COUNTY HIGHWAY M FOR 0.3 KM TO
 DE7467'BRIDGE --B-44-67-68-- AND THE STATION ON THE RIGHT. THE DISK IS SET
 DE7467'ON THE EAST SIDE OF THE NORTH ABUTMENT.  THE STATION IS A BRONZE
 DE7467'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7467'STATION DISK SET IN THE TOP OF A BRIDGE ABUTMENT AND ABOUT 0.5 M
 DE7467'BELOW HIGHWAY PAVEMENT.  THE STATION IS 8.2 M EAST OF THE CENTERLINE
 DE7467'OF COUNTY HIGHWAY M, 2.0 M EAST OF METAL GUARDRAIL AND 0.8 KM SOUTH
 DE7467'OF COUNTY HIGHWAY S.  ---NOTE---THIS STATION HAS VISIBLE OBSTRUCTIONS
 DE7467'IN ALL QUADRANTS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7467
 DE7467                          STATION RECOVERY (2003)
 DE7467
 DE7467'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7467'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.4 MILES NORTH OF
 DE7467'HIGHWAYS 15 AND 45 IN HORTONVILLE ON COUNTY HIGHWAY M
 DE7467
 DE7467                          STATION RECOVERY (2004)
 DE7467
 DE7467'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7467'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE THIRD BRIDGE
 DE7467'SOUTH OF COUNTY HIGHWAY S.  NOTE-- HIGHWAY 45 NO LONGER RUNS WITH
 DE7467'HIGHWAY 15 IN THIS AREA.
 DE7467
 DE7467                          STATION RECOVERY (2005)
 DE7467
 DE7467'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7467'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 0.7 MILE SOUTH OF
 DE7467'COUNTY HIGHWAY S AT THE NORTHEAST CORNER OF THE THIRD BOX CULVERT
 DE7467'SOUTH OF COUNTY HIGHWAY S.  ADD-- THE STATION IS 0.2 M SOUTH OF A
 DE7467'WHITE PLASTIC WITNESS POST.
 DE7467
 DE7467                          STATION RECOVERY (2006)
 DE7467
 DE7467'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7743 ***********************************************************************
 DE7743  DESIGNATION -  4W54
 DE7743  PID         -  DE7743
 DE7743  STATE/COUNTY-  WI/OUTAGAMIE
 DE7743  COUNTRY     -  US
 DE7743  USGS QUAD   -  NEW LONDON (2018)
 DE7743
 DE7743                         *CURRENT SURVEY CONTROL
 DE7743  ______________________________________________________________________
 DE7743* NAD 83(1986) POSITION- 44 23 31.77   (N) 088 38 08.57   (W)   HD_HELD1
 DE7743* NAVD 88 ORTHO HEIGHT -   232.734 (meters)      763.56  (feet) ADJUSTED
 DE7743  ______________________________________________________________________
 DE7743  GEOID HEIGHT    -        -36.407 (meters)                     GEOID18
 DE7743  DYNAMIC HEIGHT  -        232.698 (meters)      763.44  (feet) COMP
 DE7743  MODELED GRAVITY -    980,456.4   (mgal)                       NAVD 88
 DE7743
 DE7743  VERT ORDER      -  SECOND    CLASS I
 DE7743
 DE7743.The horizontal coordinates were determined by differentially corrected
 DE7743.hand held GPS observations or other comparable positioning techniques
 DE7743.and have an estimated accuracy of +/- 3 meters.
 DE7743
 DE7743.The orthometric height was determined by differential leveling and
 DE7743.adjusted by the WI DEPT OF TRANSP
 DE7743.in May 2012.
 DE7743
 DE7743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7743.GEOID18 height accuracy estimate available here.
 DE7743
 DE7743.Click photographs - Photos may exist for this station.
 DE7743
 DE7743.The dynamic height is computed by dividing the NAVD 88
 DE7743.geopotential number by the normal gravity value computed on the
 DE7743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7743.degrees latitude (g = 980.6199 gals.).
 DE7743
 DE7743.The modeled gravity was interpolated from observed gravity values.
 DE7743
 DE7743;                    North         East    Units  Estimated Accuracy
 DE7743;SPC WI C     -    63,008.6     708,693.2     MT  (+/- 3 meters HH1 GPS) 
 DE7743
 DE7743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6972416731(NAD 83)
 DE7743
 DE7743                          SUPERSEDED SURVEY CONTROL
 DE7743
 DE7743  NAVD 88 (04/20/07)  232.708  (m)          763.48   (f) SUPERSEDED  2 1
 DE7743  NAVD 88 (05/16/03)  232.715  (m)          763.50   (f) SUPERSEDED  2 1
 DE7743
 DE7743.Superseded values are not recommended for survey control.
 DE7743
 DE7743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7743.See file dsdata.pdf to determine how the superseded data were derived.
 DE7743
 DE7743_MARKER: DD = SURVEY DISK
 DE7743_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7743_SP_SET: BOX CULVERT
 DE7743_STAMPING: 4W54 2001
 DE7743_MARK LOGO: WIDT
 DE7743_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7743+STABILITY: SURFACE MOTION
 DE7743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7743+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 DE7743
 DE7743  HISTORY     - Date     Condition        Report By
 DE7743  HISTORY     - 2001     MONUMENTED       WIDT
 DE7743  HISTORY     - 20030611 GOOD             USPSQD
 DE7743  HISTORY     - 20041008 GOOD             USPSQD
 DE7743  HISTORY     - 20050712 GOOD             WIDT
 DE7743  HISTORY     - 20061021 GOOD             USPSQD
 DE7743
 DE7743                          STATION DESCRIPTION
 DE7743
 DE7743'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7743'THE STATION IS LOCATED ABOUT 37 KM NORTH-NORTHWEST OF OSHKOSH AND 23
 DE7743'KM NORTHWEST OF APPLETON.  OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE
 DE7743'STATION FROM THE JUNCTION OF US HIGHWAY 45 AND STATE HIGHWAY 15 WITH
 DE7743'COUNTY HIGHWAY M IN THE VILLAGE OF HORTONVILLE, GO NORTH ON COUNTY
 DE7743'HIGHWAY M FOR 5.1 KM TO COUNTY HIGHWAY S, CONTINUE NORTH ON COUNTY
 DE7743'HIGHWAY M FOR 1.1 KM TO BRIDGE --C-44-39-68-- AND THE STATION ON THE
 DE7743'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7743'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --4W54
 DE7743'2001-- SET IN THE SOUTH SIDE OF THE EAST END OF A CONCRETE BOX
 DE7743'CULVERT AND IS 0.5 METERS BELOW THE HIGHWAY PAVEMENT LEVEL. THE
 DE7743'STATION IS 7.4 METERS EAST OF THE CENTERLINE OF COUNTY HIGHWAY M, 75
 DE7743'METERS SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRY --N4211--
 DE7743'AND 0.2 METERS NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DE7743'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7743'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7743
 DE7743                          STATION RECOVERY (2003)
 DE7743
 DE7743'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7743'RECOVERED IN GOOD CONDITION.
 DE7743
 DE7743                          STATION RECOVERY (2004)
 DE7743
 DE7743'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7743'RECOVERED IN GOOD CONDITION.
 DE7743
 DE7743                          STATION RECOVERY (2005)
 DE7743
 DE7743'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7743'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 0.2 M NORTHWEST
 DE7743'(NOT NORTHEAST) OF A WHITE PLASTIC WITNESS POST.
 DE7743
 DE7743                          STATION RECOVERY (2006)
 DE7743
 DE7743'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7468 ***********************************************************************
 DE7468  DESIGNATION -  4W55
 DE7468  PID         -  DE7468
 DE7468  STATE/COUNTY-  WI/OUTAGAMIE
 DE7468  COUNTRY     -  US
 DE7468  USGS QUAD   -  NEW LONDON (2018)
 DE7468
 DE7468                         *CURRENT SURVEY CONTROL
 DE7468  ______________________________________________________________________
 DE7468* NAD 83(1986) POSITION- 44 24 37.85   (N) 088 38 06.47   (W)   HD_HELD1
 DE7468* NAVD 88 ORTHO HEIGHT -   234.211 (meters)      768.41  (feet) ADJUSTED
 DE7468  ______________________________________________________________________
 DE7468  GEOID HEIGHT    -        -36.403 (meters)                     GEOID18
 DE7468  DYNAMIC HEIGHT  -        234.175 (meters)      768.29  (feet) COMP
 DE7468  MODELED GRAVITY -    980,458.1   (mgal)                       NAVD 88
 DE7468
 DE7468  VERT ORDER      -  SECOND    CLASS I
 DE7468
 DE7468.The horizontal coordinates were determined by differentially corrected
 DE7468.hand held GPS observations or other comparable positioning techniques
 DE7468.and have an estimated accuracy of +/- 3 meters.
 DE7468
 DE7468.The orthometric height was determined by differential leveling and
 DE7468.adjusted by the WI DEPT OF TRANSP
 DE7468.in May 2012.
 DE7468
 DE7468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7468.GEOID18 height accuracy estimate available here.
 DE7468
 DE7468.Click photographs - Photos may exist for this station.
 DE7468
 DE7468.The dynamic height is computed by dividing the NAVD 88
 DE7468.geopotential number by the normal gravity value computed on the
 DE7468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7468.degrees latitude (g = 980.6199 gals.).
 DE7468
 DE7468.The modeled gravity was interpolated from observed gravity values.
 DE7468
 DE7468;                    North         East    Units  Estimated Accuracy
 DE7468;SPC WI C     -    65,048.8     708,705.4     MT  (+/- 3 meters HH1 GPS) 
 DE7468
 DE7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6981118769(NAD 83)
 DE7468
 DE7468                          SUPERSEDED SURVEY CONTROL
 DE7468
 DE7468  NAVD 88 (04/20/07)  234.185  (m)          768.32   (f) SUPERSEDED  2 1
 DE7468  NAVD 88 (05/16/03)  234.192  (m)          768.34   (f) SUPERSEDED  2 1
 DE7468
 DE7468.Superseded values are not recommended for survey control.
 DE7468
 DE7468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7468.See file dsdata.pdf to determine how the superseded data were derived.
 DE7468
 DE7468_MARKER: DD = SURVEY DISK
 DE7468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7468_STAMPING: 4W55 2001
 DE7468_MARK LOGO: WIDT
 DE7468_PROJECTION: FLUSH
 DE7468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7468+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 DE7468
 DE7468  HISTORY     - Date     Condition        Report By
 DE7468  HISTORY     - 2000     MONUMENTED       WIDT
 DE7468  HISTORY     - 20030611 GOOD             USPSQD
 DE7468  HISTORY     - 20041008 GOOD             USPSQD
 DE7468  HISTORY     - 20050718 GOOD             WIDT
 DE7468  HISTORY     - 20061021 GOOD             USPSQD
 DE7468
 DE7468                          STATION DESCRIPTION
 DE7468
 DE7468'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7468'THE STATION IS LOCATED ABOUT 23 KM NORTHWEST OF APPLETON AND 8 KM
 DE7468'EAST-NORTHEAST OF NEW LONDON.  OWNERSHIP--TOWN OF LIBERTY. TO REACH
 DE7468'THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 54
 DE7468'IN THE CITY OF NEW LONDON, GO EAST ON STATE HIGHWAY 54 FOR 8.3 KM TO
 DE7468'COUNTY HIGHWAY M ON THE RIGHT, TURN RIGHT AND GO SOUTH FOR 2.1 KM TO
 DE7468'OLD HIGHWAY 54 AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DE7468'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7468'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7468'A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE
 DE7468'STATION IS 6.4 M NORTH OF THE CENTERLINE OF OLD STATE HIGHWAY 54,
 DE7468'57.8 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY M, 43.6 M NORTHWEST
 DE7468'OF POWER POLE --70-3942--, 42.2 M EAST OF TELEPHONE PEDESTAL --L201
 DE7468'265--, 2 M SOUTH OF A CULTIVATED FIELD, AND 0.6 M SOUTH OF A WHITE
 DE7468'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7468'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7468'EXCEPT FOR POWER LINES TO THE SOUTH EXTENDING TO 22 DEGREES.
 DE7468
 DE7468                          STATION RECOVERY (2003)
 DE7468
 DE7468'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7468'RECOVERED IN GOOD CONDITION.
 DE7468
 DE7468                          STATION RECOVERY (2004)
 DE7468
 DE7468'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7468'RECOVERED IN GOOD CONDITION.
 DE7468
 DE7468                          STATION RECOVERY (2005)
 DE7468
 DE7468'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7468'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M SOUTH, 1.0 M
 DE7468'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7468
 DE7468                          STATION RECOVERY (2006)
 DE7468
 DE7468'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7468'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7424 ***********************************************************************
 DE7424  DESIGNATION -  4W56
 DE7424  PID         -  DE7424
 DE7424  STATE/COUNTY-  WI/OUTAGAMIE
 DE7424  COUNTRY     -  US
 DE7424  USGS QUAD   -  NEW LONDON (2018)
 DE7424
 DE7424                         *CURRENT SURVEY CONTROL
 DE7424  ______________________________________________________________________
 DE7424* NAD 83(1986) POSITION- 44 25 44.3    (N) 088 38 12.6    (W)   HD_HELD2
 DE7424* NAVD 88 ORTHO HEIGHT -   233.590 (meters)      766.37  (feet) ADJUSTED
 DE7424  ______________________________________________________________________
 DE7424  GEOID HEIGHT    -        -36.400 (meters)                     GEOID18
 DE7424  DYNAMIC HEIGHT  -        233.555 (meters)      766.26  (feet) COMP
 DE7424  MODELED GRAVITY -    980,459.2   (mgal)                       NAVD 88
 DE7424
 DE7424  VERT ORDER      -  SECOND    CLASS I
 DE7424
 DE7424.The horizontal coordinates were established by autonomous hand held GPS
 DE7424.observations and have an estimated accuracy of +/- 10 meters.
 DE7424
 DE7424.The orthometric height was determined by differential leveling and
 DE7424.adjusted by the WI DEPT OF TRANSP
 DE7424.in May 2012.
 DE7424
 DE7424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7424.GEOID18 height accuracy estimate available here.
 DE7424
 DE7424.Click photographs - Photos may exist for this station.
 DE7424
 DE7424.The dynamic height is computed by dividing the NAVD 88
 DE7424.geopotential number by the normal gravity value computed on the
 DE7424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7424.degrees latitude (g = 980.6199 gals.).
 DE7424
 DE7424.The modeled gravity was interpolated from observed gravity values.
 DE7424
 DE7424;                    North         East    Units  Estimated Accuracy
 DE7424;SPC WI C     -    67,097.      708,535.      MT  (+/- 10 meters HH2 GPS)
 DE7424
 DE7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6971720822(NAD 83)
 DE7424
 DE7424                          SUPERSEDED SURVEY CONTROL
 DE7424
 DE7424  NAVD 88 (04/20/07)  233.564  (m)          766.28   (f) SUPERSEDED  2 1
 DE7424  NAVD 88 (05/16/03)  233.572  (m)          766.31   (f) SUPERSEDED  2 1
 DE7424
 DE7424.Superseded values are not recommended for survey control.
 DE7424
 DE7424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7424.See file dsdata.pdf to determine how the superseded data were derived.
 DE7424
 DE7424_MARKER: DD = SURVEY DISK
 DE7424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7424_STAMPING: 4W56 2001
 DE7424_MARK LOGO: WIDT
 DE7424_PROJECTION: FLUSH
 DE7424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7424+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 DE7424
 DE7424  HISTORY     - Date     Condition        Report By
 DE7424  HISTORY     - 2000     MONUMENTED       WIDT
 DE7424  HISTORY     - 20030611 GOOD             USPSQD
 DE7424  HISTORY     - 20041008 GOOD             USPSQD
 DE7424  HISTORY     - 20050718 GOOD             WIDT
 DE7424  HISTORY     - 20061011 GOOD             USPSQD
 DE7424
 DE7424                          STATION DESCRIPTION
 DE7424
 DE7424'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7424'THE STATION IS LOCATED ABOUT 25 KM NORTHWEST OF APPLETON AND 9 KM
 DE7424'NORTHEAST OF NEW LONDON. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7424'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7424'45 WITH STATE HIGHWAY 54 IN THE CITY OF NEW LONDON, GO EAST ON STATE
 DE7424'HIGHWAY 54 FOR 8.2 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DE7424'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7424'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7424'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DE7424'STATION IS 14.6 M SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DE7424'54, 71 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY M, 42.3 M WEST OF
 DE7424'POWER POLE --84-20325 50-2--, 22.8 M SOUTH-SOUTHEAST OF A WOOD POST
 DE7424'FOR --WEST 54-- SIGN, AND 1.0 M NORTH-NORTHWEST OF A WHITE PLASTIC
 DE7424'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7424'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7424
 DE7424                          STATION RECOVERY (2003)
 DE7424
 DE7424'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7424'RECOVERED IN GOOD CONDITION.
 DE7424
 DE7424                          STATION RECOVERY (2004)
 DE7424
 DE7424'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7424'RECOVERED IN GOOD CONDITION.
 DE7424
 DE7424                          STATION RECOVERY (2005)
 DE7424
 DE7424'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7424'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DE7424'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7424
 DE7424                          STATION RECOVERY (2006)
 DE7424
 DE7424'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7547 ***********************************************************************
 DE7547  DESIGNATION -  4X01
 DE7547  PID         -  DE7547
 DE7547  STATE/COUNTY-  WI/CALUMET
 DE7547  COUNTRY     -  US
 DE7547  USGS QUAD   -  STOCKBRIDGE (2018)
 DE7547
 DE7547                         *CURRENT SURVEY CONTROL
 DE7547  ______________________________________________________________________
 DE7547* NAD 83(1986) POSITION- 44 00 03.0    (N) 088 17 51.5    (W)   HD_HELD2
 DE7547* NAVD 88 ORTHO HEIGHT -   309.944 (meters)     1016.87  (feet) ADJUSTED
 DE7547  ______________________________________________________________________
 DE7547  GEOID HEIGHT    -        -36.099 (meters)                     GEOID18
 DE7547  DYNAMIC HEIGHT  -        309.883 (meters)     1016.67  (feet) COMP
 DE7547  MODELED GRAVITY -    980,415.5   (mgal)                       NAVD 88
 DE7547
 DE7547  VERT ORDER      -  SECOND    CLASS I
 DE7547
 DE7547.The horizontal coordinates were established by autonomous hand held GPS
 DE7547.observations and have an estimated accuracy of +/- 10 meters.
 DE7547
 DE7547.The orthometric height was determined by differential leveling and
 DE7547.adjusted by the WI DEPT OF TRANSP
 DE7547.in May 2012.
 DE7547
 DE7547.No vertical observational check was made to the station.
 DE7547
 DE7547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7547.GEOID18 height accuracy estimate available here.
 DE7547
 DE7547.Click photographs - Photos may exist for this station.
 DE7547
 DE7547.The dynamic height is computed by dividing the NAVD 88
 DE7547.geopotential number by the normal gravity value computed on the
 DE7547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7547.degrees latitude (g = 980.6199 gals.).
 DE7547
 DE7547.The modeled gravity was interpolated from observed gravity values.
 DE7547
 DE7547;                    North         East    Units  Estimated Accuracy
 DE7547;SPC WI S     -   223,673.      736,527.      MT  (+/- 10 meters HH2 GPS)
 DE7547
 DE7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9596472783(NAD 83)
 DE7547
 DE7547                          SUPERSEDED SURVEY CONTROL
 DE7547
 DE7547  NAVD 88 (04/20/07)  309.907  (m)         1016.75   (f) SUPERSEDED  2 1
 DE7547  NAVD 88 (05/16/03)  309.919  (m)         1016.79   (f) SUPERSEDED  2 1
 DE7547
 DE7547.Superseded values are not recommended for survey control.
 DE7547
 DE7547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7547.See file dsdata.pdf to determine how the superseded data were derived.
 DE7547
 DE7547_MARKER: DD = SURVEY DISK
 DE7547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7547_STAMPING: 4X01 2001
 DE7547_MARK LOGO: WIDT
 DE7547_PROJECTION: FLUSH
 DE7547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7547+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7547
 DE7547  HISTORY     - Date     Condition        Report By
 DE7547  HISTORY     - 20000824 MONUMENTED       WIDT
 DE7547  HISTORY     - 20030630 GOOD             USPSQD
 DE7547  HISTORY     - 20050823 GOOD             WIDT
 DE7547  HISTORY     - 20061001 GOOD             USPSQD
 DE7547
 DE7547                          STATION DESCRIPTION
 DE7547
 DE7547'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7547'THE STATION IS LOCATED ABOUT 28 KM NORTH-NORTHEAST OF FOND DU LAC AND
 DE7547'12 KM WEST-SOUTHWEST OF CHILTON. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7547'TRANSPORTATION. TO REACH THE STATION FROM THE SOUTH JUNCTION OF US
 DE7547'HIGHWAY 151 WITH STATE HIGHWAY 55 ABOUT 11 KM WEST SOUTHWEST OF THE
 DE7547'CITY OF CHILTON, GO EAST ON US HIGHWAY 151 FOR 0.8 KM TO THE STATION
 DE7547'ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7547'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7547'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7547'THE STATION IS 10.6 METERS NORTH OF THE CENTERLINE OF US HIGHWAY 151,
 DE7547'64.4 METERS EAST OF WOOD SIGN POST--TRUCKS USE LOWER GEAR--, 44.9
 DE7547'METERS WEST OF WOOD SIGN POST--LEFT TURN ARROW--, 20.8 METER NORTH OF
 DE7547'WOOD POST--CHILTON 8--, 1 METERS SOUTH OF CULTIVATED FIELD AND 0.8
 DE7547'METERS SOUTH OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION
 DE7547'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7547'THE HORIZON.
 DE7547
 DE7547                          STATION RECOVERY (2003)
 DE7547
 DE7547'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7547'RECOVERED IN GOOD CONDITION.
 DE7547
 DE7547                          STATION RECOVERY (2005)
 DE7547
 DE7547'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7547'RECOVERED IN GOOD CONDITION.  NOTE-- BECAUSE OF ROAD CONSTRUCTION,
 DE7547'HIGHWAY SIGNS HAVE BEEN REMOVED.  ADD-- THE STATION IS 74.5 M WEST OF
 DE7547'THE EXTENDED CENTERLINE OF THE PRIVATE DRIVEWAY --W5205--, 28.0 M
 DE7547'NORTH OF A --HERITAGE ORCHARD-- SIGN, 13.0 M EAST OF POWER POLE
 DE7547'--000-7F60--, AND 0.8 M SOUTH, 1.0 M NORTHEAST, AND 1.0 M NORTHWEST OF
 DE7547'THREE WHITE PLASTIC WITNESS POSTS.
 DE7547
 DE7547                          STATION RECOVERY (2006)
 DE7547
 DE7547'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7717 ***********************************************************************
 DE7717  DESIGNATION -  4X04
 DE7717  PID         -  DE7717
 DE7717  STATE/COUNTY-  WI/CALUMET
 DE7717  COUNTRY     -  US
 DE7717  USGS QUAD   -  CHILTON (2018)
 DE7717
 DE7717                         *CURRENT SURVEY CONTROL
 DE7717  ______________________________________________________________________
 DE7717* NAD 83(1986) POSITION- 44 00 31.3    (N) 088 10 58.1    (W)   HD_HELD2
 DE7717* NAVD 88 ORTHO HEIGHT -   275.759 (meters)      904.72  (feet) ADJUSTED
 DE7717  ______________________________________________________________________
 DE7717  GEOID HEIGHT    -        -36.043 (meters)                     GEOID18
 DE7717  DYNAMIC HEIGHT  -        275.704 (meters)      904.54  (feet) COMP
 DE7717  MODELED GRAVITY -    980,413.0   (mgal)                       NAVD 88
 DE7717
 DE7717  VERT ORDER      -  SECOND    CLASS I
 DE7717
 DE7717.The horizontal coordinates were established by autonomous hand held GPS
 DE7717.observations and have an estimated accuracy of +/- 10 meters.
 DE7717
 DE7717.The orthometric height was determined by differential leveling and
 DE7717.adjusted by the WI DEPT OF TRANSP
 DE7717.in May 2012.
 DE7717
 DE7717.No vertical observational check was made to the station.
 DE7717
 DE7717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7717.GEOID18 height accuracy estimate available here.
 DE7717
 DE7717.Click photographs - Photos may exist for this station.
 DE7717
 DE7717.The dynamic height is computed by dividing the NAVD 88
 DE7717.geopotential number by the normal gravity value computed on the
 DE7717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7717.degrees latitude (g = 980.6199 gals.).
 DE7717
 DE7717.The modeled gravity was interpolated from observed gravity values.
 DE7717
 DE7717;                    North         East    Units  Estimated Accuracy
 DE7717;SPC WI S     -   224,741.      745,716.      MT  (+/- 10 meters HH2 GPS)
 DE7717
 DE7717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0518373518(NAD 83)
 DE7717
 DE7717                          SUPERSEDED SURVEY CONTROL
 DE7717
 DE7717  NAVD 88 (04/20/07)  275.721  (m)          904.59   (f) SUPERSEDED  2 1
 DE7717  NAVD 88 (05/16/03)  275.732  (m)          904.63   (f) SUPERSEDED  2 1
 DE7717
 DE7717.Superseded values are not recommended for survey control.
 DE7717
 DE7717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7717.See file dsdata.pdf to determine how the superseded data were derived.
 DE7717
 DE7717_MARKER: DD = SURVEY DISK
 DE7717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7717_STAMPING: 4X04 2001
 DE7717_MARK LOGO: WIDT
 DE7717_PROJECTION: FLUSH
 DE7717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7717+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7717
 DE7717  HISTORY     - Date     Condition        Report By
 DE7717  HISTORY     - 2000     MONUMENTED       WIDT
 DE7717  HISTORY     - 20030630 GOOD             USPSQD
 DE7717  HISTORY     - 20050824 GOOD             WIDT
 DE7717  HISTORY     - 20061001 GOOD             USPSQD
 DE7717
 DE7717                          STATION DESCRIPTION
 DE7717
 DE7717'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7717'THE STATION IS LOCATED ABOUT 22 KM EAST OF APPLETON AND 3 KM
 DE7717'SOUTH-SOUTHWEST OF CHILTON.  OWNERSHIP--TOWN OF CHILTON.  TO REACH
 DE7717'THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 57
 DE7717'AND STATE HIGHWAY 32 IN THE CITY OF CHILTON, GO SOUTHWEST ON US
 DE7717'HIGHWAY 151 (MAIN STREET) FOR 2.1 KM TO HARLOW ROAD ON THE LEFT, TURN
 DE7717'LEFT AND GO SOUTH ON HARLOW ROAD FOR 0.8 KM TO THE STATION ON THE
 DE7717'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7717'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7717'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW
 DE7717'THE ROAD PAVEMENT.  THE STATION IS 7.4 M EAST OF THE CENTERLINE OF
 DE7717'HARLOW ROAD, 121 M NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 DE7717'--N3298--, 42.6 M SOUTHEAST OF POWER POLE --1819 23R9--, 29.6 M SOUTH
 DE7717'OF TELEPHONE PEDESTAL --1803--, 3 M WEST OF A CULTIVATED FIELD AND
 DE7717'0.6 M WEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION
 DE7717'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7717'THE HORIZON.
 DE7717
 DE7717                          STATION RECOVERY (2003)
 DE7717
 DE7717'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7717'RECOVERED IN GOOD CONDITION.
 DE7717
 DE7717                          STATION RECOVERY (2005)
 DE7717
 DE7717'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7717'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M WEST, 1.0 M
 DE7717'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7717
 DE7717                          STATION RECOVERY (2006)
 DE7717
 DE7717'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7717'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7551 ***********************************************************************
 DE7551  DESIGNATION -  4X05
 DE7551  PID         -  DE7551
 DE7551  STATE/COUNTY-  WI/CALUMET
 DE7551  COUNTRY     -  US
 DE7551  USGS QUAD   -  CHILTON (2018)
 DE7551
 DE7551                         *CURRENT SURVEY CONTROL
 DE7551  ______________________________________________________________________
 DE7551* NAD 83(1986) POSITION- 44 01 21.0    (N) 088 10 31.1    (W)   HD_HELD2
 DE7551* NAVD 88 ORTHO HEIGHT -   275.317 (meters)      903.27  (feet) ADJUSTED
 DE7551  ______________________________________________________________________
 DE7551  GEOID HEIGHT    -        -36.055 (meters)                     GEOID18
 DE7551  DYNAMIC HEIGHT  -        275.263 (meters)      903.09  (feet) COMP
 DE7551  MODELED GRAVITY -    980,415.5   (mgal)                       NAVD 88
 DE7551
 DE7551  VERT ORDER      -  SECOND    CLASS I
 DE7551
 DE7551.The horizontal coordinates were established by autonomous hand held GPS
 DE7551.observations and have an estimated accuracy of +/- 10 meters.
 DE7551
 DE7551.The orthometric height was determined by differential leveling and
 DE7551.adjusted by the WI DEPT OF TRANSP
 DE7551.in May 2012.
 DE7551
 DE7551.No vertical observational check was made to the station.
 DE7551
 DE7551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7551.GEOID18 height accuracy estimate available here.
 DE7551
 DE7551.Click photographs - Photos may exist for this station.
 DE7551
 DE7551.The dynamic height is computed by dividing the NAVD 88
 DE7551.geopotential number by the normal gravity value computed on the
 DE7551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7551.degrees latitude (g = 980.6199 gals.).
 DE7551
 DE7551.The modeled gravity was interpolated from observed gravity values.
 DE7551
 DE7551;                    North         East    Units  Estimated Accuracy
 DE7551;SPC WI S     -   226,288.      746,284.      MT  (+/- 10 meters HH2 GPS)
 DE7551
 DE7551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0580675043(NAD 83)
 DE7551
 DE7551                          SUPERSEDED SURVEY CONTROL
 DE7551
 DE7551  NAVD 88 (04/20/07)  275.279  (m)          903.14   (f) SUPERSEDED  2 1
 DE7551  NAVD 88 (05/16/03)  275.289  (m)          903.18   (f) SUPERSEDED  2 1
 DE7551
 DE7551.Superseded values are not recommended for survey control.
 DE7551
 DE7551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7551.See file dsdata.pdf to determine how the superseded data were derived.
 DE7551
 DE7551_MARKER: DD = SURVEY DISK
 DE7551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7551_STAMPING: 4X05 2001
 DE7551_MARK LOGO: WIDT
 DE7551_PROJECTION: FLUSH
 DE7551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7551+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7551
 DE7551  HISTORY     - Date     Condition        Report By
 DE7551  HISTORY     - 2000     MONUMENTED       WIDT
 DE7551  HISTORY     - 20030630 GOOD             USPSQD
 DE7551  HISTORY     - 20050817 GOOD             WIDT
 DE7551  HISTORY     - 20061001 GOOD             USPSQD
 DE7551
 DE7551                          STATION DESCRIPTION
 DE7551
 DE7551'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7551'THE STATION IS LOCATED ABOUT  22 KM SOUTHEAST OF APPLETON AND 3 KM
 DE7551'SOUTH-SOUTHWEST OF CHILTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7551'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7551'151 WITH STATE HIGHWAY 57 AND STATE HIGHWAY 32 IN THE CITY OF
 DE7551'CHILTON, GO SOUTHWEST ON US HIGHWAY 151 (MAIN STREET) FOR 1.2 KM TO
 DE7551'QUINNEY ROAD AND THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DE7551'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7551'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7551'DEPTH OF 2.4 M ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS
 DE7551'11.0 M NORTH-NORTHWEST OF THE CENTERLINE OF QUINNEY ROAD, 62.3 M
 DE7551'SOUTHEAST OF POWER POLE --62-BB6--, 33.4 M NORTH OF THE CENTERLINE OF
 DE7551'US HIGHWAY 151, 26.1 M WEST OF TELEPHONE PEDESTAL --1935 700--, 1 M
 DE7551'SOUTH OF CULTIVATED FIELD AND 0.6 M SOUTH OF A WHITE PLASTIC WITNESS
 DE7551'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7551'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7551
 DE7551                          STATION RECOVERY (2003)
 DE7551
 DE7551'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7551'RECOVERED IN GOOD CONDITION.
 DE7551
 DE7551                          STATION RECOVERY (2005)
 DE7551
 DE7551'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7551'RECOVERED IN GOOD CONDITION.  BECAUSE OF THE BUILDING OF A NEW HIGH
 DE7551'SCHOOL AND ROAD CONSTRUCTION IN 2003, A NEW DESCRIPTION FOLLOWS--  THE
 DE7551'STATION IS 0.8 MILE WEST OF THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DE7551'HIGHWAYS 57 AND 32, 0.1 MILE SOUTHWEST OF THE ENTRANCE DRIVE TO
 DE7551'CHILTON HIGH SCHOOL, 31.0 M NORTHWEST OF THE CENTERLINE OF US HIGHWAY
 DE7551'151,
 DE7551'75.0 M NORTHEAST OF THE CENTERLINE OF QUINNEY ROAD, 31.5 M
 DE7551'WEST-NORTHWEST OF POWER POLE --53AA51-- WHICH IS NEXT TO A YELLOW
 DE7551'PLASTIC R/W POST, 25.0 M NORTH-NORTHWEST OF THE EASTERN OF TWO
 DE7551'--CAUTION GAS PIPELINE-- POSTS, AND 0.3 M NORTH OF A WHITE PLASTIC
 DE7551'WITNESS POST.
 DE7551
 DE7551                          STATION RECOVERY (2006)
 DE7551
 DE7551'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7551'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7629 ***********************************************************************
 DE7629  DESIGNATION -  4X06
 DE7629  PID         -  DE7629
 DE7629  STATE/COUNTY-  WI/CALUMET
 DE7629  COUNTRY     -  US
 DE7629  USGS QUAD   -  CHILTON (2018)
 DE7629
 DE7629                         *CURRENT SURVEY CONTROL
 DE7629  ______________________________________________________________________
 DE7629* NAD 83(1986) POSITION- 44 02 43.3    (N) 088 09 47.6    (W)   HD_HELD2
 DE7629* NAVD 88 ORTHO HEIGHT -   272.332 (meters)      893.48  (feet) ADJUSTED
 DE7629  ______________________________________________________________________
 DE7629  GEOID HEIGHT    -        -36.069 (meters)                     GEOID18
 DE7629  DYNAMIC HEIGHT  -        272.279 (meters)      893.30  (feet) COMP
 DE7629  MODELED GRAVITY -    980,420.0   (mgal)                       NAVD 88
 DE7629
 DE7629  VERT ORDER      -  SECOND    CLASS I
 DE7629
 DE7629.The horizontal coordinates were established by autonomous hand held GPS
 DE7629.observations and have an estimated accuracy of +/- 10 meters.
 DE7629
 DE7629.The orthometric height was determined by differential leveling and
 DE7629.adjusted by the WI DEPT OF TRANSP
 DE7629.in May 2012.
 DE7629
 DE7629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7629.GEOID18 height accuracy estimate available here.
 DE7629
 DE7629.Click photographs - Photos may exist for this station.
 DE7629
 DE7629.The dynamic height is computed by dividing the NAVD 88
 DE7629.geopotential number by the normal gravity value computed on the
 DE7629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7629.degrees latitude (g = 980.6199 gals.).
 DE7629
 DE7629.The modeled gravity was interpolated from observed gravity values.
 DE7629
 DE7629;                    North         East    Units  Estimated Accuracy
 DE7629;SPC WI S     -   228,848.      747,196.      MT  (+/- 10 meters HH2 GPS)
 DE7629
 DE7629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0681077568(NAD 83)
 DE7629
 DE7629                          SUPERSEDED SURVEY CONTROL
 DE7629
 DE7629  NAVD 88 (04/20/07)  272.293  (m)          893.35   (f) SUPERSEDED  2 1
 DE7629  NAVD 88 (05/16/03)  272.305  (m)          893.39   (f) SUPERSEDED  2 1
 DE7629
 DE7629.Superseded values are not recommended for survey control.
 DE7629
 DE7629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7629.See file dsdata.pdf to determine how the superseded data were derived.
 DE7629
 DE7629_MARKER: DD = SURVEY DISK
 DE7629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7629_STAMPING: 4X06 2001
 DE7629_MARK LOGO: WIDT
 DE7629_PROJECTION: FLUSH
 DE7629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7629+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7629
 DE7629  HISTORY     - Date     Condition        Report By
 DE7629  HISTORY     - 2000     MONUMENTED       WIDT
 DE7629  HISTORY     - 20030630 GOOD             USPSQD
 DE7629  HISTORY     - 20050823 GOOD             WIDT
 DE7629  HISTORY     - 20061001 GOOD             USPSQD
 DE7629
 DE7629                          STATION DESCRIPTION
 DE7629
 DE7629'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7629'THE STATION IS LOCATED ABOUT 32 KM SOUTHEAST OF APPLETON, 17 KM
 DE7629'SOUTHWEST OF BRILLION, AND 2 KM NORTH OF CHILTON.
 DE7629'OWNERSHIP--WISCONSIN DEPARTMNET OF TRANSPORTATION. TO REACH THE
 DE7629'STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 32 IN
 DE7629'THE CITY OF CHILTON, GO NORTH ON STATE HIGHWAY 32 FOR 1.8 KM TO THE
 DE7629'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7629'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7629'A 41-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH THE HIGHWAY
 DE7629'PAVEMENT. THE STATION IS 18.9 M WEST OF THE CENTERLINE OF STATE
 DE7629'HIGHWAY 32, 45.5 M NORTHWEST OF EASTERN MOST WOOD POST FOR A
 DE7629'--CHILTON-- SIGN, 1 M EAST OF A CULTIVATED FIELD, AND 0.5 M SOUTH OF
 DE7629'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7629'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7629
 DE7629                          STATION RECOVERY (2003)
 DE7629
 DE7629'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7629'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12 M NORTH
 DE7629'OF THE EXTENDED CENTERLINE OF MARY AVENUE.
 DE7629
 DE7629                          STATION RECOVERY (2005)
 DE7629
 DE7629'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7629'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M EAST, 1.0 M
 DE7629'SOUTH, AND 1.0 M NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7629
 DE7629                          STATION RECOVERY (2006)
 DE7629
 DE7629'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7628 ***********************************************************************
 DE7628  DESIGNATION -  4X07
 DE7628  PID         -  DE7628
 DE7628  STATE/COUNTY-  WI/CALUMET
 DE7628  COUNTRY     -  US
 DE7628  USGS QUAD   -  CHILTON (2018)
 DE7628
 DE7628                         *CURRENT SURVEY CONTROL
 DE7628  ______________________________________________________________________
 DE7628* NAD 83(1986) POSITION- 44 04 20.5    (N) 088 09 48.7    (W)   HD_HELD2
 DE7628* NAVD 88 ORTHO HEIGHT -   263.260 (meters)      863.71  (feet) ADJUSTED
 DE7628  ______________________________________________________________________
 DE7628  GEOID HEIGHT    -        -36.083 (meters)                     GEOID18
 DE7628  DYNAMIC HEIGHT  -        263.211 (meters)      863.55  (feet) COMP
 DE7628  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 DE7628
 DE7628  VERT ORDER      -  SECOND    CLASS I
 DE7628
 DE7628.The horizontal coordinates were established by autonomous hand held GPS
 DE7628.observations and have an estimated accuracy of +/- 10 meters.
 DE7628
 DE7628.The orthometric height was determined by differential leveling and
 DE7628.adjusted by the WI DEPT OF TRANSP
 DE7628.in May 2012.
 DE7628
 DE7628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7628.GEOID18 height accuracy estimate available here.
 DE7628
 DE7628.Click photographs - Photos may exist for this station.
 DE7628
 DE7628.The dynamic height is computed by dividing the NAVD 88
 DE7628.geopotential number by the normal gravity value computed on the
 DE7628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7628.degrees latitude (g = 980.6199 gals.).
 DE7628
 DE7628.The modeled gravity was interpolated from observed gravity values.
 DE7628
 DE7628;                    North         East    Units  Estimated Accuracy
 DE7628;SPC WI S     -   231,847.      747,106.      MT  (+/- 10 meters HH2 GPS)
 DE7628
 DE7628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0682880567(NAD 83)
 DE7628
 DE7628                          SUPERSEDED SURVEY CONTROL
 DE7628
 DE7628  NAVD 88 (04/20/07)  263.221  (m)          863.58   (f) SUPERSEDED  2 1
 DE7628  NAVD 88 (05/16/03)  263.235  (m)          863.63   (f) SUPERSEDED  2 1
 DE7628
 DE7628.Superseded values are not recommended for survey control.
 DE7628
 DE7628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7628.See file dsdata.pdf to determine how the superseded data were derived.
 DE7628
 DE7628_MARKER: DD = SURVEY DISK
 DE7628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7628_STAMPING: 4X07 2001
 DE7628_MARK LOGO: WIDT
 DE7628_PROJECTION: FLUSH
 DE7628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7628+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7628
 DE7628  HISTORY     - Date     Condition        Report By
 DE7628  HISTORY     - 2001     MONUMENTED       WIDT
 DE7628  HISTORY     - 20030630 GOOD             USPSQD
 DE7628  HISTORY     - 20050823 GOOD             WIDT
 DE7628  HISTORY     - 20061001 GOOD             USPSQD
 DE7628
 DE7628                          STATION DESCRIPTION
 DE7628
 DE7628'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7628'THE STATION IS LOCATED ABOUT 30 KM SOUTHEAST OF APPLETON, 14 KM
 DE7628'SOUTHWEST OF BRILLION, AND 5 KM NORTH OF CHILTON.
 DE7628'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DE7628'STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 32 IN
 DE7628'THE CITY OF CHILTON, GO NORTH ON STATE HIGHWAY 32 FOR 4.6 KM TO THE
 DE7628'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7628'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7628'A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.3 M BELOW THE HIGHWAY
 DE7628'PAVEMENT. THE STATION IS 17.1 M WEST OF THE CENTERLINE OF STATE
 DE7628'HIGHWAY 32, 34.8 M SOUTH OF PLASTIC RIGHT A WAY POST, 26.0 M
 DE7628'SOUTHWEST OF A ROAD SIGN POST, 2.8 M NORTHEAST OF A TELEPHONE
 DE7628'PEDESTAL --2326--, AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7628'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7628'THAN 15 DEGREES ABOVE THE HORIZION EXCEPT FOR TREES TO THE WEST AT 25
 DE7628'DEGREES.
 DE7628
 DE7628                          STATION RECOVERY (2003)
 DE7628
 DE7628'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7628'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 80
 DE7628'METERS SOUTH OF COUNTY HIGHWAY E.
 DE7628
 DE7628                          STATION RECOVERY (2005)
 DE7628
 DE7628'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7628'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DE7628'SOUTHWEST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7628
 DE7628                          STATION RECOVERY (2006)
 DE7628
 DE7628'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7729 ***********************************************************************
 DE7729  DESIGNATION -  4X74
 DE7729  PID         -  DE7729
 DE7729  STATE/COUNTY-  WI/CALUMET
 DE7729  COUNTRY     -  US
 DE7729  USGS QUAD   -  SHERWOOD (2018)
 DE7729
 DE7729                         *CURRENT SURVEY CONTROL
 DE7729  ______________________________________________________________________
 DE7729* NAD 83(1986) POSITION- 44 13 43.2    (N) 088 19 17.7    (W)   HD_HELD2
 DE7729* NAVD 88 ORTHO HEIGHT -   241.321 (meters)      791.73  (feet) ADJUSTED
 DE7729  ______________________________________________________________________
 DE7729  GEOID HEIGHT    -        -36.250 (meters)                     GEOID18
 DE7729  DYNAMIC HEIGHT  -        241.280 (meters)      791.60  (feet) COMP
 DE7729  MODELED GRAVITY -    980,444.9   (mgal)                       NAVD 88
 DE7729
 DE7729  VERT ORDER      -  SECOND    CLASS I
 DE7729
 DE7729.The horizontal coordinates were established by autonomous hand held GPS
 DE7729.observations and have an estimated accuracy of +/- 10 meters.
 DE7729
 DE7729.The orthometric height was determined by differential leveling and
 DE7729.adjusted by the WI DEPT OF TRANSP
 DE7729.in May 2012.
 DE7729
 DE7729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7729.GEOID18 height accuracy estimate available here.
 DE7729
 DE7729.Click photographs - Photos may exist for this station.
 DE7729
 DE7729.The dynamic height is computed by dividing the NAVD 88
 DE7729.geopotential number by the normal gravity value computed on the
 DE7729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7729.degrees latitude (g = 980.6199 gals.).
 DE7729
 DE7729.The modeled gravity was interpolated from observed gravity values.
 DE7729
 DE7729;                    North         East    Units  Estimated Accuracy
 DE7729;SPC WI S     -   248,945.      734,097.      MT  (+/- 10 meters HH2 GPS)
 DE7729
 DE7729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9445098120(NAD 83)
 DE7729
 DE7729                          SUPERSEDED SURVEY CONTROL
 DE7729
 DE7729  NAVD 88 (04/20/07)  241.285  (m)          791.62   (f) SUPERSEDED  2 1
 DE7729  NAVD 88 (05/16/03)  241.302  (m)          791.67   (f) SUPERSEDED  2 1
 DE7729
 DE7729.Superseded values are not recommended for survey control.
 DE7729
 DE7729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7729.See file dsdata.pdf to determine how the superseded data were derived.
 DE7729
 DE7729_MARKER: DD = SURVEY DISK
 DE7729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7729_STAMPING: 4X74 2001
 DE7729_MARK LOGO: WIDT
 DE7729_PROJECTION: FLUSH
 DE7729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7729+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 DE7729
 DE7729  HISTORY     - Date     Condition        Report By
 DE7729  HISTORY     - 2000     MONUMENTED       WIDT
 DE7729  HISTORY     - 20030630 GOOD             USPSQD
 DE7729  HISTORY     - 20050824 GOOD             WIDT
 DE7729
 DE7729                          STATION DESCRIPTION
 DE7729
 DE7729'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7729'THE STATION IS LOCATED ABOUT 8 KM SOUTHEAST OF APPLETON, 7 KM
 DE7729'SOUTHWEST OF KAUKAUNA AND 7 KM EAST OF MENASHA. OWNERSHIP--TOWN OF
 DE7729'HARRISON. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10
 DE7729'WITH STATE HIGHWAY 114 ABOUT 8 KM SOUTHEAST OF THE CITY OF APPLETON,
 DE7729'GO NORTHEAST ON US HIGHWAY 10 FOR 1.1 KM TO COUNTY HIGHWAY N, TURN
 DE7729'LEFT AND GO NORTH ON COUNTY HIGHWAY N FOR 1.6 KM TO SCHMIDT ROAD,
 DE7729'TURN RIGHT AND GO EAST ON SCHMIDT ROAD FOR 400 M TO THE STATION ON
 DE7729'THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7729'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7729'A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.5 M BELOW THE ROAD
 DE7729'PAVEMENT. THE STATION IS 6.2 M NORTH OF THE CENTERLINE OF SCHMIDT
 DE7729'ROAD, 44 M EAST OF CENTERLINE OF FIELD ENTRANCE, 2.5 M SOUTH OF
 DE7729'CULTIVATED FIELD AND 1.0 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7729'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7729'THAN 15 DEGREES ABOVE THE HORIZION.
 DE7729
 DE7729                          STATION RECOVERY (2003)
 DE7729
 DE7729'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7729'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 40 M
 DE7729'EAST OF THE SECOND GRAVEL DRIVE TO THE NORTH FROM COUNTY HIGHWAY N.
 DE7729'NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7729
 DE7729                          STATION RECOVERY (2005)
 DE7729
 DE7729'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7729'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS ABOUT 122 M (NOT
 DE7729'400 M) EAST OF THE CENTERLINE OF COUNTY HIGHWAY N AND 101 M EAST OF A
 DE7729'--STOP SIGN--.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M EAST, AND 1.0
 DE7729'M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7575 ***********************************************************************
 DE7575  DESIGNATION -  4X75
 DE7575  PID         -  DE7575
 DE7575  STATE/COUNTY-  WI/OUTAGAMIE
 DE7575  COUNTRY     -  US
 DE7575  USGS QUAD   -  SHERWOOD (2018)
 DE7575
 DE7575                         *CURRENT SURVEY CONTROL
 DE7575  ______________________________________________________________________
 DE7575* NAD 83(1986) POSITION- 44 14 44.2    (N) 088 19 26.4    (W)   HD_HELD2
 DE7575* NAVD 88 ORTHO HEIGHT -   228.373 (meters)      749.25  (feet) ADJUSTED
 DE7575  ______________________________________________________________________
 DE7575  GEOID HEIGHT    -        -36.253 (meters)                     GEOID18
 DE7575  DYNAMIC HEIGHT  -        228.335 (meters)      749.13  (feet) COMP
 DE7575  MODELED GRAVITY -    980,447.5   (mgal)                       NAVD 88
 DE7575
 DE7575  VERT ORDER      -  SECOND    CLASS I
 DE7575
 DE7575.The horizontal coordinates were established by autonomous hand held GPS
 DE7575.observations and have an estimated accuracy of +/- 10 meters.
 DE7575
 DE7575.The orthometric height was determined by differential leveling and
 DE7575.adjusted by the WI DEPT OF TRANSP
 DE7575.in May 2012.
 DE7575
 DE7575.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7575.GEOID18 height accuracy estimate available here.
 DE7575
 DE7575.Click photographs - Photos may exist for this station.
 DE7575
 DE7575.The dynamic height is computed by dividing the NAVD 88
 DE7575.geopotential number by the normal gravity value computed on the
 DE7575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7575.degrees latitude (g = 980.6199 gals.).
 DE7575
 DE7575.The modeled gravity was interpolated from observed gravity values.
 DE7575
 DE7575;                    North         East    Units  Estimated Accuracy
 DE7575;SPC WI C     -    47,193.      733,860.      MT  (+/- 10 meters HH2 GPS)
 DE7575
 DE7575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9428800005(NAD 83)
 DE7575
 DE7575                          SUPERSEDED SURVEY CONTROL
 DE7575
 DE7575  NAVD 88 (04/20/07)  228.337  (m)          749.14   (f) SUPERSEDED  2 1
 DE7575  NAVD 88 (05/16/03)  228.355  (m)          749.19   (f) SUPERSEDED  2 1
 DE7575
 DE7575.Superseded values are not recommended for survey control.
 DE7575
 DE7575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7575.See file dsdata.pdf to determine how the superseded data were derived.
 DE7575
 DE7575_MARKER: DD = SURVEY DISK
 DE7575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7575_STAMPING: 4X75 2001
 DE7575_MARK LOGO: WIDT
 DE7575_PROJECTION: PROJECTING 2 CENTIMETERS
 DE7575_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7575+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 DE7575
 DE7575  HISTORY     - Date     Condition        Report By
 DE7575  HISTORY     - 2001     MONUMENTED       WIDT
 DE7575  HISTORY     - 20030625 GOOD             USPSQD
 DE7575  HISTORY     - 20040725 GOOD             USPSQD
 DE7575  HISTORY     - 20050816 GOOD             WIDT
 DE7575
 DE7575                          STATION DESCRIPTION
 DE7575
 DE7575'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7575'THE STATION IS LOCATED ABOUT 22 KM NORTHWEST OF BRILLION, 8 KM
 DE7575'SOUTHEAST OF APPLETON, AND 6 KM SOUTHWEST OF KAUKAUNA.
 DE7575'OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7575'US HIGHWAY 10 WITH STATE HIGHWAY 114, GO 1.1 KM NORTHEAST ON US
 DE7575'HIGHWAY 10 TO COUNTY HIGHWAY N, TURN LEFT TO COUNTY HIGHWAY N AND GO
 DE7575'3.2 KM NORTH TO COUNTY HIGHWAY KK, CONTINUE NORTH ON COUNTY HIGHWAY N
 DE7575'0.2 KM TO STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DE7575'DPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7575'IN THE TOP OF A 41 CM DIAMETER POST 2.5 M DEEP ABOUT LEVEL WITH
 DE7575'STREET PAVEMENT.  THE STATION IS 16.7 M WEST OF THE CENTERLINE OF
 DE7575'COUNTY HIGHWAY N, 32.2 M NORTHEAST OF POWER POLE --95-13033--, 29.5 M
 DE7575'SOUTHEAST OF POWER POLE --95-13034--, 15.5 M SOUTHEAST OF CENTER OF
 DE7575'CUL-DE-SAC ON BRUX STREET, 10.3 M NORTHEAST OF EAST END OF STEAL
 DE7575'CULVERT, 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---
 DE7575'SOME TREE BLOCKAGE TO WEST AND NORTHEAST FOR GPS.
 DE7575
 DE7575                          STATION RECOVERY (2003)
 DE7575
 DE7575'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7575'RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS POST IS
 DE7575'BROKEN AND LYING ON THE GROUND.  ADD-- THE STATION IS 35.5 FEET
 DE7575'NORTHWEST OF THE ROAD SIGN -JCT COUNTY KK-.
 DE7575
 DE7575                          STATION RECOVERY (2004)
 DE7575
 DE7575'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DE7575'RECOVERED IN GOOD CONDITION.
 DE7575
 DE7575                          STATION RECOVERY (2005)
 DE7575
 DE7575'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7575'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M EAST, 0.7 M
 DE7575'NORTH, AND 0.7 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7730 ***********************************************************************
 DE7730  DESIGNATION -  4X76
 DE7730  PID         -  DE7730
 DE7730  STATE/COUNTY-  WI/OUTAGAMIE
 DE7730  COUNTRY     -  US
 DE7730  USGS QUAD   -  KAUKAUNA (2018)
 DE7730
 DE7730                         *CURRENT SURVEY CONTROL
 DE7730  ______________________________________________________________________
 DE7730* NAD 83(1986) POSITION- 44 15 24.5    (N) 088 19 28.3    (W)   HD_HELD2
 DE7730* NAVD 88 ORTHO HEIGHT -   215.765 (meters)      707.89  (feet) ADJUSTED
 DE7730  ______________________________________________________________________
 DE7730  GEOID HEIGHT    -        -36.255 (meters)                     GEOID18
 DE7730  DYNAMIC HEIGHT  -        215.729 (meters)      707.77  (feet) COMP
 DE7730  MODELED GRAVITY -    980,449.2   (mgal)                       NAVD 88
 DE7730
 DE7730  VERT ORDER      -  SECOND    CLASS I
 DE7730
 DE7730.The horizontal coordinates were established by autonomous hand held GPS
 DE7730.observations and have an estimated accuracy of +/- 10 meters.
 DE7730
 DE7730.The orthometric height was determined by differential leveling and
 DE7730.adjusted by the WI DEPT OF TRANSP
 DE7730.in May 2012.
 DE7730
 DE7730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7730.GEOID18 height accuracy estimate available here.
 DE7730
 DE7730.Click photographs - Photos may exist for this station.
 DE7730
 DE7730.The dynamic height is computed by dividing the NAVD 88
 DE7730.geopotential number by the normal gravity value computed on the
 DE7730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7730.degrees latitude (g = 980.6199 gals.).
 DE7730
 DE7730.The modeled gravity was interpolated from observed gravity values.
 DE7730
 DE7730;                    North         East    Units  Estimated Accuracy
 DE7730;SPC WI C     -    48,436.      733,793.      MT  (+/- 10 meters HH2 GPS)
 DE7730
 DE7730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9426601249(NAD 83)
 DE7730
 DE7730                          SUPERSEDED SURVEY CONTROL
 DE7730
 DE7730  NAVD 88 (04/20/07)  215.730  (m)          707.77   (f) SUPERSEDED  2 1
 DE7730  NAVD 88 (05/16/03)  215.749  (m)          707.84   (f) SUPERSEDED  2 1
 DE7730
 DE7730.Superseded values are not recommended for survey control.
 DE7730
 DE7730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7730.See file dsdata.pdf to determine how the superseded data were derived.
 DE7730
 DE7730_MARKER: DD = SURVEY DISK
 DE7730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7730_STAMPING: 4X76 2001
 DE7730_MARK LOGO: WIDT
 DE7730_PROJECTION: FLUSH
 DE7730_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7730+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 DE7730
 DE7730  HISTORY     - Date     Condition        Report By
 DE7730  HISTORY     - 2000     MONUMENTED       WIDT
 DE7730  HISTORY     - 20030625 GOOD             USPSQD
 DE7730  HISTORY     - 20040725 GOOD             USPSQD
 DE7730  HISTORY     - 20050816 GOOD             WIDT
 DE7730
 DE7730                          STATION DESCRIPTION
 DE7730
 DE7730'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7730'THE STATION IS LOCATED ABOUT 23 KM NORTHWEST OF BRILLION, 7 KM
 DE7730'EAST-SOUTHEAST OF APPLETON AND 5 KM SOUTHWEST OF KAUKAUNA.
 DE7730'OWNERSHIP--OUTAGAMIE COUNTY. TO REACH THE STATION FROM THE JUNCTION
 DE7730'OF US HIGHWAY 10 WITH STATE HIGHWAY 114 ABOUT 8 KM SOUTHEAST OF THE
 DE7730'CITY OF APPLETON, GO NORTH ON US HIGHWAY 10 FOR 1.1 KM TO COUNTY
 DE7730'HIGHWAY N, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY N FOR 4.5 KM TO
 DE7730'COUNTY HIGHWAY CE, CONTINUE NORTH ON COUNTY HIGHWAY N FOR 62 M TO
 DE7730'ON-RAMP FOR WESTBOUND COUNTY HIGHWAY CE AND THE STATION ON THE LEFT.
 DE7730'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7730'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7730'DIAMETER CONCRETE POST AND ABOUT 0.7 ABOVE THE HIGHWAY PAVEMENT. THE
 DE7730'STATION IS 24.9 M SOUTH OF THE SOUTH EDGE OF PAVEMENT OF ON-RAMP FOR
 DE7730'WESTBOUND COUNTY HIGHWAY CE, 40.7 M NORTHWEST OF METAL POST FOR A
 DE7730'--KAUKAUNA-- SIGN, 20.1 M SOUTHWEST OF SOUTH END OF STEEL CONCRETE
 DE7730'CULVERT, 13.4 M WEST OF BACK OF CURB ON WESTSIDE OF COUNTY HIGHWAY N
 DE7730'AND, 1.0 M EAST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS
 DE7730'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THEN 15 DEGREES
 DE7730'ABOVE THE HORIZION.
 DE7730
 DE7730                          STATION RECOVERY (2003)
 DE7730
 DE7730'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7730'RECOVERED IN GOOD CONDITION.
 DE7730
 DE7730                          STATION RECOVERY (2004)
 DE7730
 DE7730'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DE7730'RECOVERED IN GOOD CONDITION.
 DE7730
 DE7730                          STATION RECOVERY (2005)
 DE7730
 DE7730'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7730'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 19.2 M WEST OF THE
 DE7730'CENTERLINE OF THE SOUTHBOUND LANES OF COUNTY HIGHWAY N AND 1.0 M EAST,
 DE7730'1.0 M NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 DE7730'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7745 ***********************************************************************
 DE7745  DESIGNATION -  4X77
 DE7745  PID         -  DE7745
 DE7745  STATE/COUNTY-  WI/OUTAGAMIE
 DE7745  COUNTRY     -  US
 DE7745  USGS QUAD   -  KAUKAUNA (2018)
 DE7745
 DE7745                         *CURRENT SURVEY CONTROL
 DE7745  ______________________________________________________________________
 DE7745* NAD 83(1986) POSITION- 44 16 28.1    (N) 088 19 10.4    (W)   HD_HELD2
 DE7745* NAVD 88 ORTHO HEIGHT -   212.044 (meters)      695.68  (feet) ADJUSTED
 DE7745  ______________________________________________________________________
 DE7745  GEOID HEIGHT    -        -36.256 (meters)                     GEOID18
 DE7745  DYNAMIC HEIGHT  -        212.009 (meters)      695.57  (feet) COMP
 DE7745  MODELED GRAVITY -    980,452.1   (mgal)                       NAVD 88
 DE7745
 DE7745  VERT ORDER      -  SECOND    CLASS I
 DE7745
 DE7745.The horizontal coordinates were established by autonomous hand held GPS
 DE7745.observations and have an estimated accuracy of +/- 10 meters.
 DE7745
 DE7745.The orthometric height was determined by differential leveling and
 DE7745.adjusted by the WI DEPT OF TRANSP
 DE7745.in May 2012.
 DE7745
 DE7745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7745.GEOID18 height accuracy estimate available here.
 DE7745
 DE7745.Click photographs - Photos may exist for this station.
 DE7745
 DE7745.The dynamic height is computed by dividing the NAVD 88
 DE7745.geopotential number by the normal gravity value computed on the
 DE7745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7745.degrees latitude (g = 980.6199 gals.).
 DE7745
 DE7745.The modeled gravity was interpolated from observed gravity values.
 DE7745
 DE7745;                    North         East    Units  Estimated Accuracy
 DE7745;SPC WI C     -    50,407.      734,149.      MT  (+/- 10 meters HH2 GPS)
 DE7745
 DE7745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9469403205(NAD 83)
 DE7745
 DE7745                          SUPERSEDED SURVEY CONTROL
 DE7745
 DE7745  NAVD 88 (04/20/07)  212.008  (m)          695.56   (f) SUPERSEDED  2 1
 DE7745  NAVD 88 (05/16/03)  212.029  (m)          695.63   (f) SUPERSEDED  2 1
 DE7745
 DE7745.Superseded values are not recommended for survey control.
 DE7745
 DE7745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7745.See file dsdata.pdf to determine how the superseded data were derived.
 DE7745
 DE7745_MARKER: DD = SURVEY DISK
 DE7745_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7745_SP_SET: BRIDGE ABUTMENT
 DE7745_STAMPING: 4X77 2001
 DE7745_MARK LOGO: WIDT
 DE7745_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7745+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DE7745
 DE7745  HISTORY     - Date     Condition        Report By
 DE7745  HISTORY     - 2001     MONUMENTED       WIDT
 DE7745  HISTORY     - 20050725 GOOD             WIDT
 DE7745
 DE7745                          STATION DESCRIPTION
 DE7745
 DE7745'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7745'THE STATION IS LOCATED ABOUT 7 KM EAST OF APPLETON AND IN COMBINED
 DE7745'LOCKS. OWNERSHIP--KAUKAUNA ELECTRIC AND WATER DEPARTMENT.  TO REACH
 DE7745'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 441 WITH COUNTY
 DE7745'HIGHWAY CE (COLLEGE AVENUE) IN THE CITY OF APPLETON, GO EAST ON
 DE7745'COUNTY HIGHWAY CE (COLLEGE AVENUE) FOR 2.5 KM TO COUNTY HIGHWAY N
 DE7745'(WASHINGTON STREET), TURN LEFT AND GO NORTH ON COUNTY HIGHWAY N
 DE7745'(WASHINGTON STREET) FOR 1.9 KM TO PROSPECT STREET, TURN RIGHT AND GO
 DE7745'EAST ON PROSPECT STREET FOR 0.4 KM TO A GRAVEL PRIVATE ENTRANCE ON
 DE7745'THE LEFT, TURN LEFT AND GO EAST ON THE PRIVATE ENTRANCE FOR 0.15 KM
 DE7745'TO A CHAIN LINK GATE AND THE STATION AHEAD. THE STATION IS 19.0 M
 DE7745'EAST OF A CHAIN LINK FENCE, 14.9 M NORTHWEST OF THE NORTHWEST MASONRY
 DE7745'CORNER OF POWER STATION BUILDING, 3.7 M SOUTH OF THE NORTH END OF THE
 DE7745'WEST ABUTMENT AND 0.6 M NORTH OF A PARAPET WALL. ---NOTE---THIS
 DE7745'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7745'ABOVE THE HORIZON EXCEPT FOR A BUILDING FROM 120 DEGREES TO 190
 DE7745'DEGREES EXTENDING TO 30 DEGREES ABOVE THE HORIZON. ---NOTE2---CONTACT
 DE7745'KAUKAUNA ELECTRIC AND WATER DEPARTMENT FOR ACCESS.
 DE7745
 DE7745                          STATION RECOVERY (2005)
 DE7745
 DE7745'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7745'RECOVERED IN GOOD CONDITION.  CORRECTIONS TO THE 2001 DESCRIPTION--
 DE7745'THE STATION IS 21 M NORTHWEST (NOT EAST) OF THE CENTER OF THE SECURITY
 DE7745'FENCE GATE, 14.9 M WEST (NOT NORTHWEST) OF THE SOUTHWEST (NOT
 DE7745'NORTHWEST) MASONRY CORNER OF THE POWER STATION BUILDING, 3.7 M
 DE7745'SOUTHEAST (NOT SOUTH) OF THE NORTHWEST (NOT NORTH) END OF THE
 DE7745'SOUTHWEST ABUTMENT, AND 0.6 M WEST (NOT NORTH) OF A PARAPET WALL.
 DE7745'ADD TO THE TO REACH-- WHEN TURNING LEFT OFF OF PROSPECT STREET, TURN
 DE7745'LEFT AND GO NORTH THROUGH THE PAVED WESTERN PARKING LOT AT --WAREHOUSE
 DE7745'SPECIALISTS, INC.-- TO A GRAVEL ROAD OVER THE RAILROAD TRACK.  TURN
 DE7745'LEFT AND GO NORTHWEST TO THE POWER STATION AND STATION ON THE RIGHT.
 DE7745'NOTE--  CALL KAUKAUNA UTILITIES AT 920-766-5721 FOR ACCESS THROUGH THE
 DE7745'SECURITY FENCE.
 DE7745'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7758 ***********************************************************************
 DE7758  DESIGNATION -  4X78
 DE7758  PID         -  DE7758
 DE7758  STATE/COUNTY-  WI/OUTAGAMIE
 DE7758  COUNTRY     -  US
 DE7758  USGS QUAD   -  KAUKAUNA (2018)
 DE7758
 DE7758                         *CURRENT SURVEY CONTROL
 DE7758  ______________________________________________________________________
 DE7758* NAD 83(1986) POSITION- 44 17 12.75   (N) 088 20 06.46   (W)   HD_HELD1
 DE7758* NAVD 88 ORTHO HEIGHT -   222.952 (meters)      731.47  (feet) ADJUSTED
 DE7758  ______________________________________________________________________
 DE7758  GEOID HEIGHT    -        -36.266 (meters)                     GEOID18
 DE7758  DYNAMIC HEIGHT  -        222.916 (meters)      731.35  (feet) COMP
 DE7758  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 DE7758
 DE7758  VERT ORDER      -  SECOND    CLASS I
 DE7758
 DE7758.The horizontal coordinates were determined by differentially corrected
 DE7758.hand held GPS observations or other comparable positioning techniques
 DE7758.and have an estimated accuracy of +/- 3 meters.
 DE7758
 DE7758.The orthometric height was determined by differential leveling and
 DE7758.adjusted by the WI DEPT OF TRANSP
 DE7758.in May 2012.
 DE7758
 DE7758.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7758.GEOID18 height accuracy estimate available here.
 DE7758
 DE7758.Click photographs - Photos may exist for this station.
 DE7758
 DE7758.The dynamic height is computed by dividing the NAVD 88
 DE7758.geopotential number by the normal gravity value computed on the
 DE7758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7758.degrees latitude (g = 980.6199 gals.).
 DE7758
 DE7758.The modeled gravity was interpolated from observed gravity values.
 DE7758
 DE7758;                    North         East    Units  Estimated Accuracy
 DE7758;SPC WI C     -    51,759.0     732,877.8     MT  (+/- 3 meters HH1 GPS) 
 DE7758
 DE7758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9347404602(NAD 83)
 DE7758
 DE7758                          SUPERSEDED SURVEY CONTROL
 DE7758
 DE7758  NAVD 88 (04/20/07)  222.917  (m)          731.35   (f) SUPERSEDED  2 1
 DE7758  NAVD 88 (05/16/03)  222.939  (m)          731.43   (f) SUPERSEDED  2 1
 DE7758
 DE7758.Superseded values are not recommended for survey control.
 DE7758
 DE7758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7758.See file dsdata.pdf to determine how the superseded data were derived.
 DE7758
 DE7758_MARKER: DD = SURVEY DISK
 DE7758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7758_STAMPING: 4X78 2001
 DE7758_MARK LOGO: WIDT
 DE7758_PROJECTION: FLUSH
 DE7758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7758+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 DE7758
 DE7758  HISTORY     - Date     Condition        Report By
 DE7758  HISTORY     - 2000     MONUMENTED       WIDT
 DE7758  HISTORY     - 20030625 GOOD             USPSQD
 DE7758  HISTORY     - 20040725 GOOD             USPSQD
 DE7758  HISTORY     - 20050816 GOOD             WIDT
 DE7758
 DE7758                          STATION DESCRIPTION
 DE7758
 DE7758'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7758'THE STATION IS LOCATED ABOUT 3 KM EAST OF APPLETON AND 2 KM WEST OF
 DE7758'LITTLE CHUTE.  OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE STATION
 DE7758'FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY HIGHWAY N ABOUT 2 KM
 DE7758'NORTH OF THE VILLAGE OF LITTLE CHUTE, GO SOUTH ON COUNTY HIGHWAY N
 DE7758'FOR 1.1 KM TO COUNTY HIGHWAY OO, TURN RIGHT AND GO WEST ON COUNTY
 DE7758'HIGHWAY OO FOR 1.4 KM TO HOLLAND ROAD ON THE RIGHT, CONTINUE WEST ON
 DE7758'COUNTY HIGHWAY OO FOR 0.15 KM TO THE STATION ON THE LEFT.  THE
 DE7758'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7758'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7758'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1.5 M BELOW THE
 DE7758'HIGHWAY PAVEMENT.  THE STATION IS 12.3 M SOUTH OF THE CENTERLINE OF
 DE7758'COUNTY HIGHWAY OO, 150 M WEST OF THE CENTERLINE OF HOLLAND ROAD, 37.4
 DE7758'M SOUTHEAST OF A WOOD POST FOR A --SPEED LIMIT 50-- SIGN, 29.3 M EAST
 DE7758'OF A WOOD POST FOR A --SPEED LIMIT 50-- SIGN, 6 M NORTH OF A
 DE7758'CULTIVATED FIELD, AND 0.8 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7758'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7758'THAN 20 DEGREES ABOVE THE HORIZON.
 DE7758
 DE7758                          STATION RECOVERY (2003)
 DE7758
 DE7758'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7758'RECOVERED IN GOOD CONDITION.
 DE7758
 DE7758                          STATION RECOVERY (2004)
 DE7758
 DE7758'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DE7758'RECOVERED IN GOOD CONDITION.
 DE7758
 DE7758                          STATION RECOVERY (2005)
 DE7758
 DE7758'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7758'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 29.3 M EAST OF A
 DE7758'WOOD POST FOR A --SPEED LIMIT 35-- (NOT --55--) SIGN.  ADD-- THE
 DE7758'STATION IS 0.8 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE WHITE
 DE7758'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7759 ***********************************************************************
 DE7759  DESIGNATION -  4X79
 DE7759  PID         -  DE7759
 DE7759  STATE/COUNTY-  WI/OUTAGAMIE
 DE7759  COUNTRY     -  US
 DE7759  USGS QUAD   -  KAUKAUNA (2018)
 DE7759
 DE7759                         *CURRENT SURVEY CONTROL
 DE7759  ______________________________________________________________________
 DE7759* NAD 83(1986) POSITION- 44 18 12.1    (N) 088 19 58.6    (W)   HD_HELD2
 DE7759* NAVD 88 ORTHO HEIGHT -   221.443 (meters)      726.52  (feet) ADJUSTED
 DE7759  ______________________________________________________________________
 DE7759  GEOID HEIGHT    -        -36.266 (meters)                     GEOID18
 DE7759  DYNAMIC HEIGHT  -        221.408 (meters)      726.40  (feet) COMP
 DE7759  MODELED GRAVITY -    980,455.2   (mgal)                       NAVD 88
 DE7759
 DE7759  VERT ORDER      -  SECOND    CLASS I
 DE7759
 DE7759.The horizontal coordinates were established by autonomous hand held GPS
 DE7759.observations and have an estimated accuracy of +/- 10 meters.
 DE7759
 DE7759.The orthometric height was determined by differential leveling and
 DE7759.adjusted by the WI DEPT OF TRANSP
 DE7759.in May 2012.
 DE7759
 DE7759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7759.GEOID18 height accuracy estimate available here.
 DE7759
 DE7759.Click photographs - Photos may exist for this station.
 DE7759
 DE7759.The dynamic height is computed by dividing the NAVD 88
 DE7759.geopotential number by the normal gravity value computed on the
 DE7759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7759.degrees latitude (g = 980.6199 gals.).
 DE7759
 DE7759.The modeled gravity was interpolated from observed gravity values.
 DE7759
 DE7759;                    North         East    Units  Estimated Accuracy
 DE7759;SPC WI C     -    53,594.      733,014.      MT  (+/- 10 meters HH2 GPS)
 DE7759
 DE7759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9367806431(NAD 83)
 DE7759
 DE7759                          SUPERSEDED SURVEY CONTROL
 DE7759
 DE7759  NAVD 88 (04/20/07)  221.408  (m)          726.40   (f) SUPERSEDED  2 1
 DE7759  NAVD 88 (05/16/03)  221.431  (m)          726.48   (f) SUPERSEDED  2 1
 DE7759
 DE7759.Superseded values are not recommended for survey control.
 DE7759
 DE7759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7759.See file dsdata.pdf to determine how the superseded data were derived.
 DE7759
 DE7759_MARKER: DD = SURVEY DISK
 DE7759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7759_STAMPING: 4X79 2001
 DE7759_MARK LOGO: WIDT
 DE7759_PROJECTION: FLUSH
 DE7759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7759+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 DE7759
 DE7759  HISTORY     - Date     Condition        Report By
 DE7759  HISTORY     - 2000     MONUMENTED       WIDT
 DE7759  HISTORY     - 20030625 GOOD             USPSQD
 DE7759  HISTORY     - 20040725 GOOD             USPSQD
 DE7759  HISTORY     - 20050816 GOOD             WIDT
 DE7759
 DE7759                          STATION DESCRIPTION
 DE7759
 DE7759'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7759'THE STATION IS LOCATED ABOUT 3 KM NORTHEAST OF APPLETON AND 2 KM
 DE7759'NORTH OF LITTLE CHUTE.   OWNERSHIP--TOWN OF VANDENBROEK.  TO REACH THE
 DE7759'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 55 IN
 DE7759'THE CITY OF KAUKAUNA, GO NORTH ON STATE HIGHWAY 55 FOR 2.2 KM TO
 DE7759'COUNTY HIGHWAY JJ, TURN LEFT AND GO WEST ON COUNTY HIGHWAY JJ FOR 3.2
 DE7759'KM TO HOLLAND ROAD, TURN LEFT AND GO SOUTH ON HOLLAND ROAD FOR 1.3 TO
 DE7759'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7759'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7759'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7759'AND ABOUT 1 M BELOW THE ROAD PAVEMENT.    THE STATION IS 5.5 M EAST OF
 DE7759'THE CENTERLINE OF HOLLAND ROAD, 26.4 M NORTHEAST OF POWER POLE
 DE7759'--75-3548--, 12 M NORTH OF A CULVERT PIPE, 11.3 M NORTH OF A WOOD GAS
 DE7759'LINE POLE --285--, 4 M WEST OF A CULTIVATED FIELD, AND 0.9 M WEST OF
 DE7759'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7759'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DE7759
 DE7759                          STATION RECOVERY (2003)
 DE7759
 DE7759'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7759'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7759'
 DE7759
 DE7759                          STATION RECOVERY (2004)
 DE7759
 DE7759'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DE7759'RECOVERED IN GOOD CONDITION.  THERE IS NO WITNESS POST PRESENT.
 DE7759
 DE7759                          STATION RECOVERY (2005)
 DE7759
 DE7759'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7759'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE NORTH OF
 DE7759'EVERGREEN DRIVE AND 0.9 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE
 DE7759'WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7760 ***********************************************************************
 DE7760  DESIGNATION -  4X80
 DE7760  PID         -  DE7760
 DE7760  STATE/COUNTY-  WI/OUTAGAMIE
 DE7760  COUNTRY     -  US
 DE7760  USGS QUAD   -  KAUKAUNA (2018)
 DE7760
 DE7760                         *CURRENT SURVEY CONTROL
 DE7760  ______________________________________________________________________
 DE7760* NAD 83(1986) POSITION- 44 19 19.6    (N) 088 19 59.5    (W)   HD_HELD2
 DE7760* NAVD 88 ORTHO HEIGHT -   222.029 (meters)      728.44  (feet) ADJUSTED
 DE7760  ______________________________________________________________________
 DE7760  GEOID HEIGHT    -        -36.267 (meters)                     GEOID18
 DE7760  DYNAMIC HEIGHT  -        221.994 (meters)      728.33  (feet) COMP
 DE7760  MODELED GRAVITY -    980,457.5   (mgal)                       NAVD 88
 DE7760
 DE7760  VERT ORDER      -  SECOND    CLASS I
 DE7760
 DE7760.The horizontal coordinates were established by autonomous hand held GPS
 DE7760.observations and have an estimated accuracy of +/- 10 meters.
 DE7760
 DE7760.The orthometric height was determined by differential leveling and
 DE7760.adjusted by the WI DEPT OF TRANSP
 DE7760.in May 2012.
 DE7760
 DE7760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7760.GEOID18 height accuracy estimate available here.
 DE7760
 DE7760.Click photographs - Photos may exist for this station.
 DE7760
 DE7760.The dynamic height is computed by dividing the NAVD 88
 DE7760.geopotential number by the normal gravity value computed on the
 DE7760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7760.degrees latitude (g = 980.6199 gals.).
 DE7760
 DE7760.The modeled gravity was interpolated from observed gravity values.
 DE7760
 DE7760;                    North         East    Units  Estimated Accuracy
 DE7760;SPC WI C     -    55,677.      732,952.      MT  (+/- 10 meters HH2 GPS)
 DE7760
 DE7760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9369208514(NAD 83)
 DE7760
 DE7760                          SUPERSEDED SURVEY CONTROL
 DE7760
 DE7760  NAVD 88 (04/20/07)  221.994  (m)          728.33   (f) SUPERSEDED  2 1
 DE7760  NAVD 88 (05/16/03)  222.017  (m)          728.40   (f) SUPERSEDED  2 1
 DE7760
 DE7760.Superseded values are not recommended for survey control.
 DE7760
 DE7760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7760.See file dsdata.pdf to determine how the superseded data were derived.
 DE7760
 DE7760_MARKER: DD = SURVEY DISK
 DE7760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7760_STAMPING: 4X80 2001
 DE7760_MARK LOGO: WIDT
 DE7760_PROJECTION: FLUSH
 DE7760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7760+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 DE7760
 DE7760  HISTORY     - Date     Condition        Report By
 DE7760  HISTORY     - 2000     MONUMENTED       WIDT
 DE7760  HISTORY     - 20030625 GOOD             USPSQD
 DE7760  HISTORY     - 20040725 GOOD             USPSQD
 DE7760  HISTORY     - 20050816 GOOD             WIDT
 DE7760
 DE7760                          STATION DESCRIPTION
 DE7760
 DE7760'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7760'THE STATION IS LOCATED ABOUT 5 KM NORTHEAST OF APPLETON AND 3 KM
 DE7760'NORTHWEST OF LITTLE CHUTE.  OWNERSHIP--TOWN OF VANDENBROEK.  TO REACH
 DE7760'THE STATION FROM THE JUNCTION US HIGHWAY 41 WITH STATE HIGHWAY 55 IN
 DE7760'THE CITY OF KAUKAUNA, GO NORTH ON STATE HIGHWAY 55 FOR 5.3 KM TO
 DE7760'GREINER ROAD, TURN LEFT AND GO WEST ON GEINER ROAD FOR 3.1 KM TO
 DE7760'HOLLAND ROAD, TURN LEFT AND GO SOUTH ON HOLLAND ROAD FOR 1.6 KM TO
 DE7760'BROADWAY DRIVE ON THE RIGHT, CONTINUE SOUTH ON HOLLAND ROAD FOR 0.6
 DE7760'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7760'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7760'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7760'AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE STATION IS 5.8 M WEST
 DE7760'OF THE CENTERLINE OF HOLLAND ROAD, 30.0 M NORTH-NORTHWEST OF POWER
 DE7760'POLE --68-3052--, 12 M NORTH OF THE EXTENDED CENTERLINE OF A FIELD
 DE7760'ENTRANCE, 2 M EAST OF A CULTIVATED FIELD AND 1.0 M EAST OF A WHITE
 DE7760'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7760'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DE7760
 DE7760                          STATION RECOVERY (2003)
 DE7760
 DE7760'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7760'RECOVERED IN GOOD CONDITION.
 DE7760
 DE7760                          STATION RECOVERY (2004)
 DE7760
 DE7760'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DE7760'RECOVERED IN GOOD CONDITION.  THERE IS NO WITNESS POST PRESENT.
 DE7760
 DE7760                          STATION RECOVERY (2005)
 DE7760
 DE7760'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7760'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M EAST, 1.0 M
 DE7760'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7761 ***********************************************************************
 DE7761  DESIGNATION -  4X81
 DE7761  PID         -  DE7761
 DE7761  STATE/COUNTY-  WI/OUTAGAMIE
 DE7761  COUNTRY     -  US
 DE7761  USGS QUAD   -  KAUKAUNA (2018)
 DE7761
 DE7761                         *CURRENT SURVEY CONTROL
 DE7761  ______________________________________________________________________
 DE7761* NAD 83(1986) POSITION- 44 20 29.84   (N) 088 19 56.00   (W)   HD_HELD1
 DE7761* NAVD 88 ORTHO HEIGHT -   225.426 (meters)      739.59  (feet) ADJUSTED
 DE7761  ______________________________________________________________________
 DE7761  GEOID HEIGHT    -        -36.266 (meters)                     GEOID18
 DE7761  DYNAMIC HEIGHT  -        225.391 (meters)      739.47  (feet) COMP
 DE7761  MODELED GRAVITY -    980,460.0   (mgal)                       NAVD 88
 DE7761
 DE7761  VERT ORDER      -  SECOND    CLASS I
 DE7761
 DE7761.The horizontal coordinates were determined by differentially corrected
 DE7761.hand held GPS observations or other comparable positioning techniques
 DE7761.and have an estimated accuracy of +/- 3 meters.
 DE7761
 DE7761.The orthometric height was determined by differential leveling and
 DE7761.adjusted by the WI DEPT OF TRANSP
 DE7761.in May 2012.
 DE7761
 DE7761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7761.GEOID18 height accuracy estimate available here.
 DE7761
 DE7761.Click photographs - Photos may exist for this station.
 DE7761
 DE7761.The dynamic height is computed by dividing the NAVD 88
 DE7761.geopotential number by the normal gravity value computed on the
 DE7761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7761.degrees latitude (g = 980.6199 gals.).
 DE7761
 DE7761.The modeled gravity was interpolated from observed gravity values.
 DE7761
 DE7761;                    North         East    Units  Estimated Accuracy
 DE7761;SPC WI C     -    57,845.8     732,984.7     MT  (+/- 3 meters HH1 GPS) 
 DE7761
 DE7761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9380410680(NAD 83)
 DE7761
 DE7761                          SUPERSEDED SURVEY CONTROL
 DE7761
 DE7761  NAVD 88 (04/20/07)  225.391  (m)          739.47   (f) SUPERSEDED  2 1
 DE7761  NAVD 88 (05/16/03)  225.415  (m)          739.55   (f) SUPERSEDED  2 1
 DE7761
 DE7761.Superseded values are not recommended for survey control.
 DE7761
 DE7761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7761.See file dsdata.pdf to determine how the superseded data were derived.
 DE7761
 DE7761_MARKER: DD = SURVEY DISK
 DE7761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7761_STAMPING: 4X81 2001
 DE7761_MARK LOGO: WIDT
 DE7761_PROJECTION: FLUSH
 DE7761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7761+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 DE7761
 DE7761  HISTORY     - Date     Condition        Report By
 DE7761  HISTORY     - 2000     MONUMENTED       WIDT
 DE7761  HISTORY     - 20030625 GOOD             USPSQD
 DE7761  HISTORY     - 20040725 GOOD             USPSQD
 DE7761  HISTORY     - 20050816 GOOD             WIDT
 DE7761
 DE7761                          STATION DESCRIPTION
 DE7761
 DE7761'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7761'THE STATION IS LOCATED ABOUT 10 KM NORTHEAST OF APPLETON, 6 KM NORTH
 DE7761'OF LITTLE CHUTE AND 6 KM SOUTHWEST OF FREEDOM. OWNERSHIP--TOWN OF
 DE7761'FREEDOM.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41
 DE7761'WITH STATE HIGHWAY 55 IN THE CITY OF KAUKAUNA, GO NORTH ON STATE
 DE7761'HIGHWAY 55 FOR 5.3 KM TO GREINER ROAD, TURN LEFT AND GO WEST ON
 DE7761'GREINER ROAD FOR 3.1 KM TO HOLLAND ROAD, TURN LEFT AND GO SOUTH ON
 DE7761'HOLLAND ROAD FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DE7761'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7761'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7761'A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE
 DE7761'STATION IS 7.6 M EAST OF THE CENTERLINE OF HOLLAND ROAD, 162 M SOUTH
 DE7761'OF THE CENTERLINE OF GREINER ROAD, 6 M NORTH OF THE CENTERLINE OF A
 DE7761'FIELD ENTRANCE, 2 M WEST OF A CULTIVATED FIELD, AND 1.0 M WEST OF A
 DE7761'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7761'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DE7761
 DE7761                          STATION RECOVERY (2003)
 DE7761
 DE7761'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7761'RECOVERED IN GOOD CONDITION.
 DE7761
 DE7761                          STATION RECOVERY (2004)
 DE7761
 DE7761'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DE7761'RECOVERED IN GOOD CONDITION.
 DE7761
 DE7761                          STATION RECOVERY (2005)
 DE7761
 DE7761'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7761'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7761'NORTHEAST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7763 ***********************************************************************
 DE7763  DESIGNATION -  4X83
 DE7763  PID         -  DE7763
 DE7763  STATE/COUNTY-  WI/OUTAGAMIE
 DE7763  COUNTRY     -  US
 DE7763  USGS QUAD   -  FREEDOM (2018)
 DE7763
 DE7763                         *CURRENT SURVEY CONTROL
 DE7763  ______________________________________________________________________
 DE7763* NAD 83(1986) POSITION- 44 22 31.3    (N) 088 20 04.3    (W)   HD_HELD2
 DE7763* NAVD 88 ORTHO HEIGHT -   242.551 (meters)      795.77  (feet) ADJUSTED
 DE7763  ______________________________________________________________________
 DE7763  GEOID HEIGHT    -        -36.265 (meters)                     GEOID18
 DE7763  DYNAMIC HEIGHT  -        242.515 (meters)      795.65  (feet) COMP
 DE7763  MODELED GRAVITY -    980,463.5   (mgal)                       NAVD 88
 DE7763
 DE7763  VERT ORDER      -  SECOND    CLASS I
 DE7763
 DE7763.The horizontal coordinates were established by autonomous hand held GPS
 DE7763.observations and have an estimated accuracy of +/- 10 meters.
 DE7763
 DE7763.The orthometric height was determined by differential leveling and
 DE7763.adjusted by the WI DEPT OF TRANSP
 DE7763.in May 2012.
 DE7763
 DE7763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7763.GEOID18 height accuracy estimate available here.
 DE7763
 DE7763.Click photographs - Photos may exist for this station.
 DE7763
 DE7763.The dynamic height is computed by dividing the NAVD 88
 DE7763.geopotential number by the normal gravity value computed on the
 DE7763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7763.degrees latitude (g = 980.6199 gals.).
 DE7763
 DE7763.The modeled gravity was interpolated from observed gravity values.
 DE7763
 DE7763;                    North         East    Units  Estimated Accuracy
 DE7763;SPC WI C     -    61,590.      732,724.      MT  (+/- 10 meters HH2 GPS)
 DE7763
 DE7763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9368214430(NAD 83)
 DE7763
 DE7763                          SUPERSEDED SURVEY CONTROL
 DE7763
 DE7763  NAVD 88 (04/20/07)  242.516  (m)          795.65   (f) SUPERSEDED  2 1
 DE7763  NAVD 88 (05/16/03)  242.541  (m)          795.74   (f) SUPERSEDED  2 1
 DE7763
 DE7763.Superseded values are not recommended for survey control.
 DE7763
 DE7763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7763.See file dsdata.pdf to determine how the superseded data were derived.
 DE7763
 DE7763_MARKER: DD = SURVEY DISK
 DE7763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7763_STAMPING: 4X83 2001
 DE7763_MARK LOGO: WIDT
 DE7763_PROJECTION: FLUSH
 DE7763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7763+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 DE7763
 DE7763  HISTORY     - Date     Condition        Report By
 DE7763  HISTORY     - 2000     MONUMENTED       WIDT
 DE7763  HISTORY     - 20030611 MARK NOT FOUND   USPSQD
 DE7763  HISTORY     - 20040919 MARK NOT FOUND   USPSQD
 DE7763  HISTORY     - 20050816 GOOD             WIDT
 DE7763
 DE7763                          STATION DESCRIPTION
 DE7763
 DE7763'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7763'THE STATION IS LOCATED ABOUT 13 KM NORTH-NORTHEAST OF APPLETON, 10 KM
 DE7763'NORTH OF LITTLE CHUTE AND 3 KM SOUTHWEST OF FREEDOM.
 DE7763'OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7763'OF US HIGHWAY 41 WITH STATE HIGHWAY 47 ABOUT 3 KM NORTH OF THE CITY
 DE7763'OF APPLETON, GO NORTH ON STATE HIGHWAY 47 FOR 6.8 KM TO COUNTY
 DE7763'HIGHWAY O, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY O FOR 6.0 KM TO
 DE7763'COUNTY HIGHWAY E, TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY E FOR
 DE7763'0.2 KM TO COUNTY HIGHWAY C ON THE LEFT, TURN LEFT AND GO NORTH ON
 DE7763'COUNTY HIGHWAY C FOR 1.9 KM TO THE STATION ON THE RIGHT.  THE STATION
 DE7763'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7763'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7763'SET TO A DEPTH OF 2.3 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7763'THE STATION IS 12.5 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY C, 39
 DE7763'M NORTH OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 23.6 M EAST
 DE7763'OF POWER POLE --76-3740--, 2 M WEST OF A FENCE, AND 0.5 M WEST OF A
 DE7763'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7763'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7763
 DE7763                          STATION RECOVERY (2003)
 DE7763
 DE7763'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7763'NOT FOUND.  NEW EXCAVATION ALONG COUNTY HIGHWAY C MAY HAVE COVERED THE
 DE7763'STATION.  THE WITNESS POST WAS PRESENT.  ADD--  THE STATION IS 0.3
 DE7763'MILE NORTH OF ROCK ROAD EXTENDED, 0.7 MILE SOUTH OF COUNTY HIGHWAY S.
 DE7763
 DE7763                          STATION RECOVERY (2004)
 DE7763
 DE7763'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7763'MARK NOT FOUND.
 DE7763
 DE7763                          STATION RECOVERY (2005)
 DE7763
 DE7763'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7763'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 23.9 M (NOT 12.5
 DE7763'M) EAST OF THE CENTERLINE OF COUNTY HIGHWAY C.  ADD-- THE MONUMENT IS
 DE7763'36 CM BELOW GROUND LEVEL, THE STATION IS 20.0 M SOUTHEAST OF THE
 DE7763'SOUTHERN END OF CONCRETE CURBING ON THE EAST SIDE OF COUNTY HIGHWAY C,
 DE7763'17.1 M SOUTHEAST OF A --RIGHT ARROW-- HIGHWAY SIGN POST, AND 0.5 M
 DE7763'WEST, 1.0 M NORTHEAST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC
 DE7763'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7596 ***********************************************************************
 DE7596  DESIGNATION -  4X84
 DE7596  PID         -  DE7596
 DE7596  STATE/COUNTY-  WI/OUTAGAMIE
 DE7596  COUNTRY     -  US
 DE7596  USGS QUAD   -  FREEDOM (2018)
 DE7596
 DE7596                         *CURRENT SURVEY CONTROL
 DE7596  ______________________________________________________________________
 DE7596* NAD 83(1986) POSITION- 44 24 03.7    (N) 088 19 56.8    (W)   HD_HELD2
 DE7596* NAVD 88 ORTHO HEIGHT -   236.736 (meters)      776.69  (feet) ADJUSTED
 DE7596  ______________________________________________________________________
 DE7596  GEOID HEIGHT    -        -36.263 (meters)                     GEOID18
 DE7596  DYNAMIC HEIGHT  -        236.701 (meters)      776.58  (feet) COMP
 DE7596  MODELED GRAVITY -    980,466.1   (mgal)                       NAVD 88
 DE7596
 DE7596  VERT ORDER      -  SECOND    CLASS I
 DE7596
 DE7596.The horizontal coordinates were established by autonomous hand held GPS
 DE7596.observations and have an estimated accuracy of +/- 10 meters.
 DE7596
 DE7596.The orthometric height was determined by differential leveling and
 DE7596.adjusted by the WI DEPT OF TRANSP
 DE7596.in May 2012.
 DE7596
 DE7596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7596.GEOID18 height accuracy estimate available here.
 DE7596
 DE7596.Click photographs - Photos may exist for this station.
 DE7596
 DE7596.The dynamic height is computed by dividing the NAVD 88
 DE7596.geopotential number by the normal gravity value computed on the
 DE7596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7596.degrees latitude (g = 980.6199 gals.).
 DE7596
 DE7596.The modeled gravity was interpolated from observed gravity values.
 DE7596
 DE7596;                    North         East    Units  Estimated Accuracy
 DE7596;SPC WI C     -    64,445.      732,831.      MT  (+/- 10 meters HH2 GPS)
 DE7596
 DE7596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9389417279(NAD 83)
 DE7596
 DE7596                          SUPERSEDED SURVEY CONTROL
 DE7596
 DE7596  NAVD 88 (04/20/07)  236.701  (m)          776.58   (f) SUPERSEDED  2 1
 DE7596  NAVD 88 (05/16/03)  236.727  (m)          776.66   (f) SUPERSEDED  2 1
 DE7596
 DE7596.Superseded values are not recommended for survey control.
 DE7596
 DE7596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7596.See file dsdata.pdf to determine how the superseded data were derived.
 DE7596
 DE7596_MARKER: DD = SURVEY DISK
 DE7596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7596_STAMPING: 4X84 2001
 DE7596_MARK LOGO: WIDT
 DE7596_PROJECTION: FLUSH
 DE7596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7596+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 DE7596
 DE7596  HISTORY     - Date     Condition        Report By
 DE7596  HISTORY     - 2000     MONUMENTED       WIDT
 DE7596  HISTORY     - 20030611 GOOD             USPSQD
 DE7596  HISTORY     - 20040919 GOOD             USPSQD
 DE7596  HISTORY     - 20050816 GOOD             WIDT
 DE7596  HISTORY     - 20061022 GOOD             USPSQD
 DE7596
 DE7596                          STATION DESCRIPTION
 DE7596
 DE7596'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7596'THE STATION IS LOCATED ABOUT 16 KM NORTH-NORTHEAST OF APPLETON, 11 KM
 DE7596'SOUTH OF SEYMOUR AND 3 KM NORTHWEST OF FREEDOM. OWNERSHIP--TOWN OF
 DE7596'FREEDOM. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54
 DE7596'WITH STATE HIGHWAY 55 SOUTH ABOUT 3 KM EAST OF THE VILLAGE OF
 DE7596'SEYMOUR, GO SOUTH ON STATE HIGHWAY 55 FOR 10.9 KM TO CENTER VALLEY
 DE7596'ROAD, TURN RIGHT AND GO WEST ON CENTER VALLEY ROAD FOR 1.4 KM TO VINE
 DE7596'ROAD, CONTINUE WEST ON CENTER VALLEY ROAD FOR 1.6 KM TO COUNTY
 DE7596'HIGHWAY C AND THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DE7596'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7596'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7596'A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE
 DE7596'STATION IS 9.3 M NORTH OF THE CENTERLINE OF CENTER VALLEY ROAD, 46.2
 DE7596'M WEST OF THE CENTERLINE OF COUNTY HIGHWAY C, 8.5 M EAST OF A
 DE7596'TELEPHONE PEDESTAL --L543-9--, 7.3 M EAST OF A METAL POST FOR A
 DE7596'--R/W-- SIGN, 5.5 M NORTHWEST OF A WOOD POST FOR A --WEIGHT LIMIT
 DE7596'CLASS B-- SIGN AND 0.7 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7596'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7596'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7596
 DE7596                          STATION RECOVERY (2003)
 DE7596
 DE7596'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7596'RECOVERED IN GOOD CONDITION.  NOTE-- THE TOP OF THE WHITE PLASTIC
 DE7596'WITNESS POST IS BROKEN OFF.
 DE7596
 DE7596                          STATION RECOVERY (2004)
 DE7596
 DE7596'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7596'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7596'THE STATION IS IN HEAVY WEEDS.
 DE7596
 DE7596                          STATION RECOVERY (2005)
 DE7596
 DE7596'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7596'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M SOUTH, 1.0 M
 DE7596'NORTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7596
 DE7596                          STATION RECOVERY (2006)
 DE7596
 DE7596'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7597 ***********************************************************************
 DE7597  DESIGNATION -  4X85
 DE7597  PID         -  DE7597
 DE7597  STATE/COUNTY-  WI/OUTAGAMIE
 DE7597  COUNTRY     -  US
 DE7597  USGS QUAD   -  FREEDOM (2018)
 DE7597
 DE7597                         *CURRENT SURVEY CONTROL
 DE7597  ______________________________________________________________________
 DE7597* NAD 83(1986) POSITION- 44 25 08.8    (N) 088 19 54.0    (W)   HD_HELD2
 DE7597* NAVD 88 ORTHO HEIGHT -   245.445 (meters)      805.26  (feet) ADJUSTED
 DE7597  ______________________________________________________________________
 DE7597  GEOID HEIGHT    -        -36.261 (meters)                     GEOID18
 DE7597  DYNAMIC HEIGHT  -        245.409 (meters)      805.15  (feet) COMP
 DE7597  MODELED GRAVITY -    980,467.7   (mgal)                       NAVD 88
 DE7597
 DE7597  VERT ORDER      -  SECOND    CLASS I
 DE7597
 DE7597.The horizontal coordinates were established by autonomous hand held GPS
 DE7597.observations and have an estimated accuracy of +/- 10 meters.
 DE7597
 DE7597.The orthometric height was determined by differential leveling and
 DE7597.adjusted by the WI DEPT OF TRANSP
 DE7597.in May 2012.
 DE7597
 DE7597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7597.GEOID18 height accuracy estimate available here.
 DE7597
 DE7597.Click photographs - Photos may exist for this station.
 DE7597
 DE7597.The dynamic height is computed by dividing the NAVD 88
 DE7597.geopotential number by the normal gravity value computed on the
 DE7597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7597.degrees latitude (g = 980.6199 gals.).
 DE7597
 DE7597.The modeled gravity was interpolated from observed gravity values.
 DE7597
 DE7597;                    North         East    Units  Estimated Accuracy
 DE7597;SPC WI C     -    66,455.      732,852.      MT  (+/- 10 meters HH2 GPS)
 DE7597
 DE7597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9398919286(NAD 83)
 DE7597
 DE7597                          SUPERSEDED SURVEY CONTROL
 DE7597
 DE7597  NAVD 88 (04/20/07)  245.410  (m)          805.15   (f) SUPERSEDED  2 1
 DE7597  NAVD 88 (05/16/03)  245.437  (m)          805.24   (f) SUPERSEDED  2 1
 DE7597
 DE7597.Superseded values are not recommended for survey control.
 DE7597
 DE7597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7597.See file dsdata.pdf to determine how the superseded data were derived.
 DE7597
 DE7597_MARKER: DD = SURVEY DISK
 DE7597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7597_STAMPING: 4X85 2001
 DE7597_MARK LOGO: WIDT
 DE7597_PROJECTION: FLUSH
 DE7597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7597+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 DE7597
 DE7597  HISTORY     - Date     Condition        Report By
 DE7597  HISTORY     - 2000     MONUMENTED       WIDT
 DE7597  HISTORY     - 20030611 GOOD             USPSQD
 DE7597  HISTORY     - 20040919 GOOD             USPSQD
 DE7597  HISTORY     - 20050816 GOOD             WIDT
 DE7597  HISTORY     - 20061022 GOOD             USPSQD
 DE7597
 DE7597                          STATION DESCRIPTION
 DE7597
 DE7597'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7597'THE STATION IS LOCATED ABOUT 27 KM SOUTHWEST OF GREEN BAY AND 5 KM
 DE7597'NORTHWEST OF FREEDOM.  OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE
 DE7597'STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH STATE HIGHWAY 55
 DE7597'SOUTH ABOUT 3 KM EAST OF THE VILLAGE OF SEYMOUR, GO SOUTH ON STATE
 DE7597'HIGHWAY 55 FOR 9.5 KM TO COUNTY HIGHWAY J, TURN RIGHT AND GO WEST ON
 DE7597'COUNTY HIGHWAY J FOR 3.1 KM TO COUNTY HIGHWAY C, TURN RIGHT AND GO
 DE7597'NORTH ON COUNTY HIGHWAY C FOR 0.5 KM TO THE STATION ON THE RIGHT. THE
 DE7597'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7597'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7597'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M ABOVE THE
 DE7597'HIGHWAY PAVEMENT.  THE STATION IS 15.8 M EAST OF THE CENTERLINE OF
 DE7597'COUNTY HIGHWAY C, 32 M NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 DE7597'--N5014--, 27.1 M NORTH OF A TELEPHONE PEDESTAL --N5013--, 13.1 M
 DE7597'SOUTHEAST OF A WOOD POST FOR A --DEER CROSSING NEXT 1.5 MI-- CAUTION
 DE7597'SIGN, 1 M WEST OF A CULTIVATED FIELD AND 0.5 M WEST OF A WHITE
 DE7597'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7597'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7597
 DE7597                          STATION RECOVERY (2003)
 DE7597
 DE7597'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7597'RECOVERED IN GOOD CONDITION.  NOTE-- THE UPPER HALF OF THE WHITE
 DE7597'PLASTIC WITNESS POST IS BROKEN OFF.
 DE7597
 DE7597                          STATION RECOVERY (2004)
 DE7597
 DE7597'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7597'RECOVERED IN GOOD CONDITION.  NOTE-- THE WITNESS POST IS BROKEN OFF
 DE7597'AND LYING ON THE GROUND.
 DE7597
 DE7597                          STATION RECOVERY (2005)
 DE7597
 DE7597'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7597'RECOVERED IN GOOD CONDITION.  NOTE-- THE TELEPHONE PEDESTAL IS
 DE7597'NUMBERED --N5014-- (NOT N5013).  ADD-- THE STATION IS 0.3 MILE NORTH
 DE7597'OF COUNTY HIGHWAY J TO THE EAST AND KRUEGER ROAD TO THE WEST, AND 0.5
 DE7597'M WEST, 1.0 M NORTHEAST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC
 DE7597'WITNESS POSTS.
 DE7597
 DE7597                          STATION RECOVERY (2006)
 DE7597
 DE7597'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7598 ***********************************************************************
 DE7598  DESIGNATION -  4X86
 DE7598  PID         -  DE7598
 DE7598  STATE/COUNTY-  WI/OUTAGAMIE
 DE7598  COUNTRY     -  US
 DE7598  USGS QUAD   -  FREEDOM (2018)
 DE7598
 DE7598                         *CURRENT SURVEY CONTROL
 DE7598  ______________________________________________________________________
 DE7598* NAD 83(1986) POSITION- 44 25 59.5    (N) 088 19 52.2    (W)   HD_HELD2
 DE7598* NAVD 88 ORTHO HEIGHT -   242.789 (meters)      796.55  (feet) ADJUSTED
 DE7598  ______________________________________________________________________
 DE7598  GEOID HEIGHT    -        -36.259 (meters)                     GEOID18
 DE7598  DYNAMIC HEIGHT  -        242.754 (meters)      796.44  (feet) COMP
 DE7598  MODELED GRAVITY -    980,468.9   (mgal)                       NAVD 88
 DE7598
 DE7598  VERT ORDER      -  SECOND    CLASS I
 DE7598
 DE7598.The horizontal coordinates were established by autonomous hand held GPS
 DE7598.observations and have an estimated accuracy of +/- 10 meters.
 DE7598
 DE7598.The orthometric height was determined by differential leveling and
 DE7598.adjusted by the WI DEPT OF TRANSP
 DE7598.in May 2012.
 DE7598
 DE7598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7598.GEOID18 height accuracy estimate available here.
 DE7598
 DE7598.Click photographs - Photos may exist for this station.
 DE7598
 DE7598.The dynamic height is computed by dividing the NAVD 88
 DE7598.geopotential number by the normal gravity value computed on the
 DE7598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7598.degrees latitude (g = 980.6199 gals.).
 DE7598
 DE7598.The modeled gravity was interpolated from observed gravity values.
 DE7598
 DE7598;                    North         East    Units  Estimated Accuracy
 DE7598;SPC WI C     -    68,021.      732,860.      MT  (+/- 10 meters HH2 GPS)
 DE7598
 DE7598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9405420850(NAD 83)
 DE7598
 DE7598                          SUPERSEDED SURVEY CONTROL
 DE7598
 DE7598  NAVD 88 (04/20/07)  242.754  (m)          796.44   (f) SUPERSEDED  2 1
 DE7598  NAVD 88 (05/16/03)  242.781  (m)          796.52   (f) SUPERSEDED  2 1
 DE7598
 DE7598.Superseded values are not recommended for survey control.
 DE7598
 DE7598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7598.See file dsdata.pdf to determine how the superseded data were derived.
 DE7598
 DE7598_MARKER: DD = SURVEY DISK
 DE7598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7598_STAMPING: 4X86 2001
 DE7598_MARK LOGO: WIDT
 DE7598_PROJECTION: FLUSH
 DE7598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7598+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 DE7598
 DE7598  HISTORY     - Date     Condition        Report By
 DE7598  HISTORY     - 2000     MONUMENTED       WIDT
 DE7598  HISTORY     - 20030611 GOOD             USPSQD
 DE7598  HISTORY     - 20040919 GOOD             USPSQD
 DE7598  HISTORY     - 20050816 GOOD             WIDT
 DE7598  HISTORY     - 20061022 GOOD             USPSQD
 DE7598
 DE7598                          STATION DESCRIPTION
 DE7598
 DE7598'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7598'THE STATION IS LOCATED ABOUT 26 KM SOUTHWEST OF GREEN BAY, 8 KM SOUTH
 DE7598'OF SEYMOUR AND 6 KM NORTHWEST OF FREEDOM. OWNERSHIP--OUTAGAMIE
 DE7598'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54
 DE7598'WITH STATE HIGHWAY 55 SOUTH ABOUT 3 KM EAST OF THE VILLAGE OF
 DE7598'SEYMOUR, GO SOUTH ON STATE HIGHWAY 55 FOR 6.4 KM TO COUNTY HIGHWAY
 DE7598'EE, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY EE FOR 3.1 KM TO COUNTY
 DE7598'HIGHWAY C, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY C FOR 1.1 KM TO
 DE7598'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7598'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7598'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7598'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 15.5 M
 DE7598'EAST OF THE CENTERLINE OF COUNTY HIGHWAY C, 35.1 M SOUTHEAST OF POWER
 DE7598'POLE --99-09335--, 6.2 M NORTH OF A METAL POST FOR A --R/W-- SIGN, 2
 DE7598'M WEST OF A CULTIVATED FIELD AND 0.7 M WEST OF A WHITE WITNESS POST.
 DE7598'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7598'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7598
 DE7598                          STATION RECOVERY (2003)
 DE7598
 DE7598'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7598'RECOVERED IN GOOD CONDITION.
 DE7598
 DE7598                          STATION RECOVERY (2004)
 DE7598
 DE7598'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7598'RECOVERED IN GOOD CONDITION.
 DE7598
 DE7598                          STATION RECOVERY (2005)
 DE7598
 DE7598'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7598'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE NORTH OF
 DE7598'SIEVERT ROAD, 0.1 MILE NORTH OF THE EXTENDED CENTERLINE OF THE
 DE7598'DRIVEWAY TO THE RESIDENCE AT --N5371--, 0.1 MILE SOUTH OF CINDY COURT,
 DE7598'AND 0.7 M WEST, 1.0 M NORTHEAST, AND 1.0 M SOUTHEAST OF THREE WHITE
 DE7598'PLASTIC WITNESS POSTS.
 DE7598
 DE7598                          STATION RECOVERY (2006)
 DE7598
 DE7598'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7598'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7601 ***********************************************************************
 DE7601  DESIGNATION -  4X87
 DE7601  PID         -  DE7601
 DE7601  STATE/COUNTY-  WI/OUTAGAMIE
 DE7601  COUNTRY     -  US
 DE7601  USGS QUAD   -  FREEDOM (2018)
 DE7601
 DE7601                         *CURRENT SURVEY CONTROL
 DE7601  ______________________________________________________________________
 DE7601* NAD 83(1986) POSITION- 44 28 21.2    (N) 088 19 56.7    (W)   HD_HELD2
 DE7601* NAVD 88 ORTHO HEIGHT -   244.787 (meters)      803.11  (feet) ADJUSTED
 DE7601  ______________________________________________________________________
 DE7601  GEOID HEIGHT    -        -36.257 (meters)                     GEOID18
 DE7601  DYNAMIC HEIGHT  -        244.753 (meters)      802.99  (feet) COMP
 DE7601  MODELED GRAVITY -    980,471.6   (mgal)                       NAVD 88
 DE7601
 DE7601  VERT ORDER      -  SECOND    CLASS I
 DE7601
 DE7601.The horizontal coordinates were established by autonomous hand held GPS
 DE7601.observations and have an estimated accuracy of +/- 10 meters.
 DE7601
 DE7601.The orthometric height was determined by differential leveling and
 DE7601.adjusted by the WI DEPT OF TRANSP
 DE7601.in May 2012.
 DE7601
 DE7601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7601.GEOID18 height accuracy estimate available here.
 DE7601
 DE7601.Click photographs - Photos may exist for this station.
 DE7601
 DE7601.The dynamic height is computed by dividing the NAVD 88
 DE7601.geopotential number by the normal gravity value computed on the
 DE7601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7601.degrees latitude (g = 980.6199 gals.).
 DE7601
 DE7601.The modeled gravity was interpolated from observed gravity values.
 DE7601
 DE7601;                    North         East    Units  Estimated Accuracy
 DE7601;SPC WI C     -    72,391.      732,670.      MT  (+/- 10 meters HH2 GPS)
 DE7601
 DE7601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9402625224(NAD 83)
 DE7601
 DE7601                          SUPERSEDED SURVEY CONTROL
 DE7601
 DE7601  NAVD 88 (04/20/07)  244.753  (m)          802.99   (f) SUPERSEDED  2 1
 DE7601  NAVD 88 (05/16/03)  244.781  (m)          803.09   (f) SUPERSEDED  2 1
 DE7601
 DE7601.Superseded values are not recommended for survey control.
 DE7601
 DE7601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7601.See file dsdata.pdf to determine how the superseded data were derived.
 DE7601
 DE7601_MARKER: DD = SURVEY DISK
 DE7601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7601_STAMPING: 4X87 2001
 DE7601_MARK LOGO: WIDT
 DE7601_PROJECTION: RECESSED 7 CENTIMETERS
 DE7601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7601+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 DE7601
 DE7601  HISTORY     - Date     Condition        Report By
 DE7601  HISTORY     - 2000     MONUMENTED       WIDT
 DE7601  HISTORY     - 20030611 GOOD             USPSQD
 DE7601  HISTORY     - 20040919 GOOD             USPSQD
 DE7601  HISTORY     - 20050816 GOOD             WIDT
 DE7601  HISTORY     - 20061022 GOOD             USPSQD
 DE7601
 DE7601                          STATION DESCRIPTION
 DE7601
 DE7601'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7601'THE STATION IS LOCATED ABOUT 28 KM EAST-NORTHEAST OF NEW LONDON, 22
 DE7601'KM EAST OF GREEN BAY AND 21 KM NORTH OF APPLETON. OWNERSHIP--TOWN OF
 DE7601'OSBORN. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54
 DE7601'WITH STATE HIGHWAY 55 NORTH AT THE JUNCTION OF STATE HIGHWAY 54 WITH
 DE7601'SOUTH MAIN STREET IN THE VILLAGE OF SEYMOUR, GO EAST ON STATE HIGHWAY
 DE7601'54 FOR 0.8 KM TO COUNTY HIGHWAY C ON THE RIGHT, TURN RIGHT AND GO
 DE7601'SOUTH ON COUNTY HIGHWAY C FOR 3.0 KM TO KROPP ROAD ON THE RIGHT, TURN
 DE7601'RIGHT AND GO WEST ON KROPP ROAD FOR 0.25 KM TO THE STATION ON THE
 DE7601'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7601'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7601'DIAMETER CONCRETE POST AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT. THE
 DE7601'STATION IS 7.0 M NORTH OF THE CENTERLINE OF KROPP ROAD, 96.0 M EAST
 DE7601'OF THE NORTH END OF THE EASTERNMOST 80-CM DIAMETER CORRUGATED METAL
 DE7601'CULVERT PIPE, 87 M WEST OF THE CENTERLINE OF A FIELD ENTRANCE AND 0.5
 DE7601'M SOUTH OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS
 DE7601'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7601'HORIZON.
 DE7601
 DE7601                          STATION RECOVERY (2003)
 DE7601
 DE7601'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7601'RECOVERED IN GOOD CONDITION.
 DE7601
 DE7601                          STATION RECOVERY (2004)
 DE7601
 DE7601'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7601'RECOVERED IN GOOD CONDITION.
 DE7601
 DE7601                          STATION RECOVERY (2005)
 DE7601
 DE7601'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7601'RECOVERED IN GOOD CONDITION.  THE STATION IS 0.9 M SOUTH, 1.0 M EAST,
 DE7601'AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7601
 DE7601                          STATION RECOVERY (2006)
 DE7601
 DE7601'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7601'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7602 ***********************************************************************
 DE7602  DESIGNATION -  4X88
 DE7602  PID         -  DE7602
 DE7602  STATE/COUNTY-  WI/OUTAGAMIE
 DE7602  COUNTRY     -  US
 DE7602  USGS QUAD   -  FREEDOM (2018)
 DE7602
 DE7602                         *CURRENT SURVEY CONTROL
 DE7602  ______________________________________________________________________
 DE7602* NAD 83(1986) POSITION- 44 29 13.3    (N) 088 19 40.4    (W)   HD_HELD2
 DE7602* NAVD 88 ORTHO HEIGHT -   248.128 (meters)      814.07  (feet) ADJUSTED
 DE7602  ______________________________________________________________________
 DE7602  GEOID HEIGHT    -        -36.255 (meters)                     GEOID18
 DE7602  DYNAMIC HEIGHT  -        248.093 (meters)      813.95  (feet) COMP
 DE7602  MODELED GRAVITY -    980,472.6   (mgal)                       NAVD 88
 DE7602
 DE7602  VERT ORDER      -  SECOND    CLASS I
 DE7602
 DE7602.The horizontal coordinates were established by autonomous hand held GPS
 DE7602.observations and have an estimated accuracy of +/- 10 meters.
 DE7602
 DE7602.The orthometric height was determined by differential leveling and
 DE7602.adjusted by the WI DEPT OF TRANSP
 DE7602.in May 2012.
 DE7602
 DE7602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7602.GEOID18 height accuracy estimate available here.
 DE7602
 DE7602.Click photographs - Photos may exist for this station.
 DE7602
 DE7602.The dynamic height is computed by dividing the NAVD 88
 DE7602.geopotential number by the normal gravity value computed on the
 DE7602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7602.degrees latitude (g = 980.6199 gals.).
 DE7602
 DE7602.The modeled gravity was interpolated from observed gravity values.
 DE7602
 DE7602;                    North         East    Units  Estimated Accuracy
 DE7602;SPC WI C     -    74,007.      732,998.      MT  (+/- 10 meters HH2 GPS)
 DE7602
 DE7602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9441226825(NAD 83)
 DE7602
 DE7602                          SUPERSEDED SURVEY CONTROL
 DE7602
 DE7602  NAVD 88 (04/20/07)  248.094  (m)          813.96   (f) SUPERSEDED  2 1
 DE7602  NAVD 88 (05/16/03)  248.123  (m)          814.05   (f) SUPERSEDED  2 1
 DE7602
 DE7602.Superseded values are not recommended for survey control.
 DE7602
 DE7602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7602.See file dsdata.pdf to determine how the superseded data were derived.
 DE7602
 DE7602_MARKER: DD = SURVEY DISK
 DE7602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7602_STAMPING: 4X88 2001
 DE7602_MARK LOGO: WIDT
 DE7602_PROJECTION: FLUSH
 DE7602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7602+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 DE7602
 DE7602  HISTORY     - Date     Condition        Report By
 DE7602  HISTORY     - 2000     MONUMENTED       WIDT
 DE7602  HISTORY     - 20030611 MARK NOT FOUND   USPSQD
 DE7602  HISTORY     - 20040919 MARK NOT FOUND   USPSQD
 DE7602  HISTORY     - 20050726 GOOD             WIDT
 DE7602  HISTORY     - 20061022 GOOD             USPSQD
 DE7602
 DE7602                          STATION DESCRIPTION
 DE7602
 DE7602'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7602'THE STATION IS LOCATED ABOUT 28 KM EAST-NORTHEAST, 22 KM EAST OF
 DE7602'GREEN BAY AND 20 KM NORTH OF APPLETON. OWNERSHIP--TOWN OF OSBORN. TO
 DE7602'REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAY 54 WITH
 DE7602'STATE HIGHWAY 55 NORTH AT THE JUNCTION OF STATE HIGHWAY 54 WITH SOUTH
 DE7602'MAIN STREET IN THE VILLAGE OF SEYMOUR, GO EAST ON STATE HIGHWAY 54
 DE7602'FOR 0.3 KM TO COUNTY HIGHWAY C, TURN RIGHT AND GO SOUTH ON COUNTY
 DE7602'HIGHWAY C FOR 1.4 KM TO CULBERTSON ROAD AND THE STATION ON THE LEFT.
 DE7602'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7602'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7602'DIAMETER CONCRETE POST ABOUT 1.0 M BELOW THE ROAD PAVEMENT. THE
 DE7602'STATION IS 5.5 M NORTH OF THE CENTERLINE OF CULBERTSON ROAD, 107 M
 DE7602'EAST OF THE CENTERLINE OF COUNTY HIGHWAY C, 39.6 M NORTH-NORTHWEST OF
 DE7602'TELEPHONE POLE --69-804-- , 3 M SOUTH OF A CULTIVATED FIELD AND 1.0 M
 DE7602'SOUTH OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO
 DE7602'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7602'HORIZON.
 DE7602
 DE7602                          STATION RECOVERY (2003)
 DE7602
 DE7602'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7602'NOT FOUND.  NO WITNESS POST WAS FOUND AT THE SITE.
 DE7602
 DE7602                          STATION RECOVERY (2004)
 DE7602
 DE7602'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7602'MARK NOT FOUND.
 DE7602
 DE7602                          STATION RECOVERY (2005)
 DE7602
 DE7602'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7602'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS WEST-NORTHWEST
 DE7602'(NOT NORTH-NORTHWEST) OF POWER POLE --69-804-- AND 0.9 M SOUTH, 0.9 M
 DE7602'EAST, AND 0.9 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7602
 DE7602                          STATION RECOVERY (2006)
 DE7602
 DE7602'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7603 ***********************************************************************
 DE7603  DESIGNATION -  4X89
 DE7603  PID         -  DE7603
 DE7603  STATE/COUNTY-  WI/OUTAGAMIE
 DE7603  COUNTRY     -  US
 DE7603  USGS QUAD   -  SEYMOUR (2018)
 DE7603
 DE7603                         *CURRENT SURVEY CONTROL
 DE7603  ______________________________________________________________________
 DE7603* NAD 83(1986) POSITION- 44 30 04.17   (N) 088 19 13.58   (W)   HD_HELD1
 DE7603* NAVD 88 ORTHO HEIGHT -   246.057 (meters)      807.27  (feet) ADJUSTED
 DE7603  ______________________________________________________________________
 DE7603  GEOID HEIGHT    -        -36.253 (meters)                     GEOID18
 DE7603  DYNAMIC HEIGHT  -        246.022 (meters)      807.16  (feet) COMP
 DE7603  MODELED GRAVITY -    980,472.2   (mgal)                       NAVD 88
 DE7603
 DE7603  VERT ORDER      -  SECOND    CLASS I
 DE7603
 DE7603.The horizontal coordinates were determined by differentially corrected
 DE7603.hand held GPS observations or other comparable positioning techniques
 DE7603.and have an estimated accuracy of +/- 3 meters.
 DE7603
 DE7603.The orthometric height was determined by differential leveling and
 DE7603.adjusted by the WI DEPT OF TRANSP
 DE7603.in May 2012.
 DE7603
 DE7603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7603.GEOID18 height accuracy estimate available here.
 DE7603
 DE7603.Click photographs - Photos may exist for this station.
 DE7603
 DE7603.The dynamic height is computed by dividing the NAVD 88
 DE7603.geopotential number by the normal gravity value computed on the
 DE7603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7603.degrees latitude (g = 980.6199 gals.).
 DE7603
 DE7603.The modeled gravity was interpolated from observed gravity values.
 DE7603
 DE7603;                    North         East    Units  Estimated Accuracy
 DE7603;SPC WI C     -    75,588.6     733,557.5     MT  (+/- 3 meters HH1 GPS) 
 DE7603
 DE7603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9502928385(NAD 83)
 DE7603
 DE7603                          SUPERSEDED SURVEY CONTROL
 DE7603
 DE7603  NAVD 88 (04/20/07)  246.023  (m)          807.16   (f) SUPERSEDED  2 1
 DE7603  NAVD 88 (05/16/03)  246.052  (m)          807.26   (f) SUPERSEDED  2 1
 DE7603
 DE7603.Superseded values are not recommended for survey control.
 DE7603
 DE7603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7603.See file dsdata.pdf to determine how the superseded data were derived.
 DE7603
 DE7603_MARKER: DD = SURVEY DISK
 DE7603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7603_STAMPING: 4X89 2001
 DE7603_MARK LOGO: WIDT
 DE7603_PROJECTION: RECESSED 50 CENTIMETERS
 DE7603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7603+STABILITY: SURFACE MOTION
 DE7603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7603+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2006
 DE7603
 DE7603  HISTORY     - Date     Condition        Report By
 DE7603  HISTORY     - 2000     MONUMENTED       WIDT
 DE7603  HISTORY     - 20030611 GOOD             USPSQD
 DE7603  HISTORY     - 20040919 GOOD             USPSQD
 DE7603  HISTORY     - 20050726 GOOD             WIDT
 DE7603  HISTORY     - 20061014 GOOD             USPSQD
 DE7603
 DE7603                          STATION DESCRIPTION
 DE7603
 DE7603'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7603'THE STATION IS LOCATED ABOUT 24 KM WEST-SOUTHWEST OF GREEN BAY IN
 DE7603'SEYMOUR.  OWNERSHIP--TOWN OF SEYMOUR.  TO REACH THE STATION FROM THE
 DE7603'JUNCTION OF STATE HIGHWAY 54 WITH STATE HIGHWAY 55 NORTH IN THE
 DE7603'VILLAGE OF SEYMOUR, GO EAST ON STATE HIGHWAY 54 FOR 0.8 KM TO SOUTH
 DE7603'MAINLINE DRIVE AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DE7603'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7603'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7603'A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE STREET PAVEMENT.  THE
 DE7603'STATION IS 9.3 M EAST OF THE CENTERLINE OF SOUTH MAINLINE DRIVE, 99.3
 DE7603'M SOUTH OF THE EXTENDED CENTERLINE OF CRESTVIEW DRIVE, 76 M NORTH OF
 DE7603'THE CENTERLINE OF STATE HIGHWAY 54, 10.4 M NORTH OF A METAL POST FOR
 DE7603'A --SNOWMOBILE ROUTE-- SIGN AND 1.0 M WEST OF A WHITE PLASTIC WITNESS
 DE7603'POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7603'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7603
 DE7603                          STATION RECOVERY (2003)
 DE7603
 DE7603'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7603'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO SNOWMOBILE ROUTE SIGN
 DE7603'PRESENT.  THE WHITE PLASTIC WITNESS POST IS BROKEN INTO PIECES.  ADD--
 DE7603'THE STATION IS IN LINE WITH TWO LIGHT POSTS IN GUSTMAN COLLISION
 DE7603'CENTER PARKING LOT ACROSS MAINLINE DR.
 DE7603
 DE7603                          STATION RECOVERY (2004)
 DE7603
 DE7603'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7603'RECOVERED IN GOOD CONDITION.
 DE7603
 DE7603                          STATION RECOVERY (2005)
 DE7603
 DE7603'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7603'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.7 M NORTH OF THE
 DE7603'EXTENDED EAST-WEST LINE FORMED BY THE NORTHERNMOST PAIR OF LIGHT POSTS
 DE7603'IN THE GUSTMAN COLLISION CENTER PARKING LOT AND 0.8 M WEST, 1.0 M
 DE7603'NORTH, AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7603
 DE7603                          STATION RECOVERY (2006)
 DE7603
 DE7603'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2531 ***********************************************************************
 DL2531  DESIGNATION -  4Y20
 DL2531  PID         -  DL2531
 DL2531  STATE/COUNTY-  WI/MANITOWOC
 DL2531  COUNTRY     -  US
 DL2531  USGS QUAD   -  MANITOWOC (2018)
 DL2531
 DL2531                         *CURRENT SURVEY CONTROL
 DL2531  ______________________________________________________________________
 DL2531* NAD 83(1986) POSITION- 44 06 28.89   (N) 087 38 50.67   (W)   HD_HELD1
 DL2531* NAVD 88 ORTHO HEIGHT -   179.177 (meters)      587.85  (feet) ADJUSTED
 DL2531  ______________________________________________________________________
 DL2531  GEOID HEIGHT    -        -36.199 (meters)                     GEOID18
 DL2531  DYNAMIC HEIGHT  -        179.148 (meters)      587.75  (feet) COMP
 DL2531  MODELED GRAVITY -    980,453.6   (mgal)                       NAVD 88
 DL2531
 DL2531  VERT ORDER      -  SECOND    CLASS I
 DL2531
 DL2531.The horizontal coordinates were determined by differentially corrected
 DL2531.hand held GPS observations or other comparable positioning techniques
 DL2531.and have an estimated accuracy of +/- 3 meters.
 DL2531
 DL2531.The orthometric height was determined by differential leveling and
 DL2531.adjusted by the WI DEPT OF TRANSP
 DL2531.in May 2012.
 DL2531
 DL2531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2531.GEOID18 height accuracy estimate available here.
 DL2531
 DL2531.Click photographs - Photos may exist for this station.
 DL2531
 DL2531.The dynamic height is computed by dividing the NAVD 88
 DL2531.geopotential number by the normal gravity value computed on the
 DL2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2531.degrees latitude (g = 980.6199 gals.).
 DL2531
 DL2531.The modeled gravity was interpolated from observed gravity values.
 DL2531
 DL2531;                    North         East    Units  Estimated Accuracy
 DL2531;SPC WI S     -   236,846.9     788,326.4     MT  (+/- 3 meters HH1 GPS) 
 DL2531
 DL2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4818884074(NAD 83)
 DL2531
 DL2531                          SUPERSEDED SURVEY CONTROL
 DL2531
 DL2531.No superseded survey control is available for this station.
 DL2531
 DL2531_MARKER: DD = SURVEY DISK
 DL2531_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL2531_SP_SET: BRIDGE WING WALL
 DL2531_STAMPING: 4Y20 2007
 DL2531_MARK LOGO: WIDT
 DL2531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2531+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2018
 DL2531
 DL2531  HISTORY     - Date     Condition        Report By
 DL2531  HISTORY     - 2007     MONUMENTED       WIDT
 DL2531  HISTORY     - 20080911 GOOD             WIDT
 DL2531  HISTORY     - 20180619 GOOD             WIDT
 DL2531
 DL2531                          STATION DESCRIPTION
 DL2531
 DL2531'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2531'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 AND STATE
 DL2531'HIGHWAY 42 (WALDO BOULEVARD) WITH US HIGHWAY 10 AND BUSINESS 42
 DL2531'(ONE-WAY NORTH) AND COUNTY HIGHWAY B (NORTH EIGHTH STREET), GO EAST ON
 DL2531'STATE HIGHWAY 42 (WALDO BOULEVARD) FOR 0.52 MILE TO A 1934 BRIDGE OVER
 DL2531'THE LITTLE MANITOWOC RIVER AND THE STATION ON THE RIGHT.  THE STATION
 DL2531'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DL2531'CONTROL STATION DISK STAMPED --4Y20 2007-- SET IN A DRILL HOLE IN THE
 DL2531'TOP OF THE SOUTHWEST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE
 DL2531'HIGHWAY PAVEMENT.  THE STATION IS 8.7 M (28.5 FT) SOUTH OF THE
 DL2531'CENTERLINE OF THE EASTBOUND LANES OF STATE HIGHWAY 42 (WALDO
 DL2531'BOULEVARD), 0.7 M (2.3 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE
 DL2531'SIDEWALK, AND 0.7 M (2.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS
 DL2531'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2531'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2531
 DL2531                          STATION RECOVERY (2018)
 DL2531
 DL2531'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DL2531'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2664 ***********************************************************************
 DL2664  DESIGNATION -  4Y21
 DL2664  PID         -  DL2664
 DL2664  STATE/COUNTY-  WI/MANITOWOC
 DL2664  COUNTRY     -  US
 DL2664  USGS QUAD   -  MISHICOT (2018)
 DL2664
 DL2664                         *CURRENT SURVEY CONTROL
 DL2664  ______________________________________________________________________
 DL2664* NAD 83(1986) POSITION- 44 09 15.44   (N) 087 41 36.20   (W)   HD_HELD1
 DL2664* NAVD 88 ORTHO HEIGHT -   205.667 (meters)      674.76  (feet) ADJUSTED
 DL2664  ______________________________________________________________________
 DL2664  GEOID HEIGHT    -        -36.171 (meters)                     GEOID18
 DL2664  DYNAMIC HEIGHT  -        205.635 (meters)      674.65  (feet) COMP
 DL2664  MODELED GRAVITY -    980,456.8   (mgal)                       NAVD 88
 DL2664
 DL2664  VERT ORDER      -  SECOND    CLASS I
 DL2664
 DL2664.The horizontal coordinates were determined by differentially corrected
 DL2664.hand held GPS observations or other comparable positioning techniques
 DL2664.and have an estimated accuracy of +/- 3 meters.
 DL2664
 DL2664.The orthometric height was determined by differential leveling and
 DL2664.adjusted by the WI DEPT OF TRANSP
 DL2664.in May 2012.
 DL2664
 DL2664.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2664.GEOID18 height accuracy estimate available here.
 DL2664
 DL2664.Click photographs - Photos may exist for this station.
 DL2664
 DL2664.The dynamic height is computed by dividing the NAVD 88
 DL2664.geopotential number by the normal gravity value computed on the
 DL2664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2664.degrees latitude (g = 980.6199 gals.).
 DL2664
 DL2664.The modeled gravity was interpolated from observed gravity values.
 DL2664
 DL2664;                    North         East    Units  Estimated Accuracy
 DL2664;SPC WI S     -   241,882.7     784,504.4     MT  (+/- 3 meters HH1 GPS) 
 DL2664
 DL2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4455289243(NAD 83)
 DL2664
 DL2664                          SUPERSEDED SURVEY CONTROL
 DL2664
 DL2664.No superseded survey control is available for this station.
 DL2664
 DL2664_MARKER: DD = SURVEY DISK
 DL2664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL2664_SP_SET: BUILDING
 DL2664_STAMPING: 4Y21 2007
 DL2664_MARK LOGO: WIDT
 DL2664_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL2664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2664+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 DL2664
 DL2664  HISTORY     - Date     Condition        Report By
 DL2664  HISTORY     - 2008     MONUMENTED       WIDT
 DL2664  HISTORY     - 20080912 GOOD             WIDT
 DL2664  HISTORY     - 20180611 GOOD             WIDT
 DL2664
 DL2664                          STATION DESCRIPTION
 DL2664
 DL2664'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2664'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 DL2664'US HIGHWAY 10 WEST AND STATE HIGHWAY 310 EAST (EXIT 154) APPROXIMATELY
 DL2664'8 MI (12.9 KM) WEST OF THE CITY OF TWO RIVERS, GO EAST ON STATE
 DL2664'HIGHWAY 310 FOR 1.1 MILE TO COUNTY HIGHWAY R, CONTINUE EAST ON STATE
 DL2664'HIGHWAY 310 FOR 0.7 MILE TO THE WEST ENTRANCE TO THE MANITOWOC COUNTY
 DL2664'HIGHWAY COMMISSION PROPERTY, TURN LEFT AND GO NORTH FOR 86 M (282.2
 DL2664'FT) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2664'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2664'STAMPED --4Y21 2007-- SET VERTICALLY IN THE WEST SIDE OF THE GARAGE
 DL2664'BUILDING 1.0 M (3.3 FT) ABOVE THE GROUND.  THE STATION IS
 DL2664'APPROXIMATELY 86 M (282.2 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DL2664'310, 1.3 M (4.3 FT) NORTH OF THE NORTH EDGE OF GARAGE DOOR --3--, 0.4
 DL2664'M (1.3 FT) SOUTH OF A SILVER --WATER-- ACCESS COVER, AND 1.0 M (3.3
 DL2664'FT) ABOVE THE GROUND.  ---NOTE---THIS STATION IS SET VERTICALLY AND
 DL2664'NOT SUITABLE FOR SATELLITE OBSERVATIONS.
 DL2664
 DL2664                          STATION RECOVERY (2018)
 DL2664
 DL2664'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DL2664'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2526 ***********************************************************************
 DL2526  DESIGNATION -  4Y51
 DL2526  PID         -  DL2526
 DL2526  STATE/COUNTY-  WI/MANITOWOC
 DL2526  COUNTRY     -  US
 DL2526  USGS QUAD   -  TWO CREEKS (2018)
 DL2526
 DL2526                         *CURRENT SURVEY CONTROL
 DL2526  ______________________________________________________________________
 DL2526* NAD 83(1986) POSITION- 44 17 03.59   (N) 087 33 47.69   (W)   HD_HELD1
 DL2526* NAVD 88 ORTHO HEIGHT -   196.378 (meters)      644.28  (feet) ADJUSTED
 DL2526  ______________________________________________________________________
 DL2526  GEOID HEIGHT    -        -36.253 (meters)                     GEOID18
 DL2526  DYNAMIC HEIGHT  -        196.352 (meters)      644.20  (feet) COMP
 DL2526  MODELED GRAVITY -    980,478.5   (mgal)                       NAVD 88
 DL2526
 DL2526  VERT ORDER      -  SECOND    CLASS I
 DL2526
 DL2526.The horizontal coordinates were determined by differentially corrected
 DL2526.hand held GPS observations or other comparable positioning techniques
 DL2526.and have an estimated accuracy of +/- 3 meters.
 DL2526
 DL2526.The orthometric height was determined by differential leveling and
 DL2526.adjusted by the WI DEPT OF TRANSP
 DL2526.in May 2012.
 DL2526
 DL2526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2526.GEOID18 height accuracy estimate available here.
 DL2526
 DL2526.Click photographs - Photos may exist for this station.
 DL2526
 DL2526.The dynamic height is computed by dividing the NAVD 88
 DL2526.geopotential number by the normal gravity value computed on the
 DL2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2526.degrees latitude (g = 980.6199 gals.).
 DL2526
 DL2526.The modeled gravity was interpolated from observed gravity values.
 DL2526
 DL2526;                    North         East    Units  Estimated Accuracy
 DL2526;SPC WI S     -   256,622.9     794,489.2     MT  (+/- 3 meters HH1 GPS) 
 DL2526
 DL2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5505803607(NAD 83)
 DL2526
 DL2526                          SUPERSEDED SURVEY CONTROL
 DL2526
 DL2526.No superseded survey control is available for this station.
 DL2526
 DL2526_MARKER: DD = SURVEY DISK
 DL2526_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL2526_SP_SET: CULVERT ABUTMENT
 DL2526_STAMPING: 4Y51 2007
 DL2526_MARK LOGO: WIDT
 DL2526_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2526+STABILITY: SURFACE MOTION
 DL2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2526+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2019
 DL2526
 DL2526  HISTORY     - Date     Condition        Report By
 DL2526  HISTORY     - 2007     MONUMENTED       WIDT
 DL2526  HISTORY     - 20080906 GOOD             WIDT
 DL2526  HISTORY     - 20180627 GOOD             WIDT
 DL2526  HISTORY     - 20190722 GOOD             WIDT
 DL2526
 DL2526                          STATION DESCRIPTION
 DL2526
 DL2526'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2526'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2526'HIGHWAY V APPROXIMATELY 6 MI (9.7 KM) NORTH OF THE CITY OF TWO RIVERS
 DL2526'AND 3 MI (4.8 KM) EAST OF THE VILLAGE OF MISHICOT, GO NORTH ON STATE
 DL2526'HIGHWAY 42 FOR 3.0 MI (4.8 KM) TO EAST TAPAWINGO ROAD, CONTINUE NORTH
 DL2526'ON STATE HIGHWAY 42 FOR 30 M (98.4 FT) TO CULVERT --C-36-7-60-- AND
 DL2526'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DL2526'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --4Y51
 DL2526'2007-- SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE NORTH
 DL2526'CULVERT ABUTMENT APPROXIMATELY 0.5 M (1.6 FT) BELOW THE HIGHWAY
 DL2526'PAVEMENT.  THE STATION IS 8.4 M (27.6 FT) WEST OF THE CENTERLINE OF
 DL2526'STATE HIGHWAY 42, 30.1 M (98.8 FT) NORTH OF THE CENTERLINE OF EAST
 DL2526'TAPAWINGO ROAD, 11.4 M (37.4 FT) SOUTH-SOUTHEAST OF POWER POLE --2124
 DL2526'14L16-- WITH ONE GUY WIRE, AND 0.6 M (2.0 FT) SOUTHEAST OF A WHITE
 DL2526'PLASTIC WITNESS POST.  --- NOTE---THIS STATION HAS NO VISIBLE
 DL2526'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2526
 DL2526                          STATION RECOVERY (2018)
 DL2526
 DL2526'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DL2526'RECOVERED AS DESCRIBED.
 DL2526
 DL2526                          STATION RECOVERY (2019)
 DL2526
 DL2526'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2526'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2525 ***********************************************************************
 DL2525  DESIGNATION -  4Y52
 DL2525  PID         -  DL2525
 DL2525  STATE/COUNTY-  WI/MANITOWOC
 DL2525  COUNTRY     -  US
 DL2525  USGS QUAD   -  TWO CREEKS (2018)
 DL2525
 DL2525                         *CURRENT SURVEY CONTROL
 DL2525  ______________________________________________________________________
 DL2525* NAD 83(1986) POSITION- 44 18 38.34   (N) 087 33 44.75   (W)   HD_HELD1
 DL2525* NAVD 88 ORTHO HEIGHT -   196.439 (meters)      644.48  (feet) ADJUSTED
 DL2525  ______________________________________________________________________
 DL2525  GEOID HEIGHT    -        -36.248 (meters)                     GEOID18
 DL2525  DYNAMIC HEIGHT  -        196.413 (meters)      644.40  (feet) COMP
 DL2525  MODELED GRAVITY -    980,481.5   (mgal)                       NAVD 88
 DL2525
 DL2525  VERT ORDER      -  SECOND    CLASS I
 DL2525
 DL2525.The horizontal coordinates were determined by differentially corrected
 DL2525.hand held GPS observations or other comparable positioning techniques
 DL2525.and have an estimated accuracy of +/- 3 meters.
 DL2525
 DL2525.The orthometric height was determined by differential leveling and
 DL2525.adjusted by the NATIONAL GEODETIC SURVEY
 DL2525.in October 2019.
 DL2525
 DL2525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2525.GEOID18 height accuracy estimate available here.
 DL2525
 DL2525.Click photographs - Photos may exist for this station.
 DL2525
 DL2525.The dynamic height is computed by dividing the NAVD 88
 DL2525.geopotential number by the normal gravity value computed on the
 DL2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2525.degrees latitude (g = 980.6199 gals.).
 DL2525
 DL2525.The modeled gravity was interpolated from observed gravity values.
 DL2525
 DL2525;                    North         East    Units  Estimated Accuracy
 DL2525;SPC WI S     -   259,548.3     794,468.9     MT  (+/- 3 meters HH1 GPS) 
 DL2525
 DL2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5514306530(NAD 83)
 DL2525
 DL2525                          SUPERSEDED SURVEY CONTROL
 DL2525
 DL2525  NAVD 88 (05/08/12)  196.442  (m)          644.49   (f) SUPERSEDED  2 1
 DL2525
 DL2525.Superseded values are not recommended for survey control.
 DL2525
 DL2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2525.See file dsdata.pdf to determine how the superseded data were derived.
 DL2525
 DL2525_MARKER: DD = SURVEY DISK
 DL2525_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL2525_SP_SET: CULVERT WINGWALL
 DL2525_STAMPING: 4Y52 2007
 DL2525_MARK LOGO: WIDT
 DL2525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2525+STABILITY: SURFACE MOTION
 DL2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2525+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2019
 DL2525
 DL2525  HISTORY     - Date     Condition        Report By
 DL2525  HISTORY     - 2007     MONUMENTED       WIDT
 DL2525  HISTORY     - 20080906 GOOD             WIDT
 DL2525  HISTORY     - 20190722 GOOD             WIDT
 DL2525
 DL2525                          STATION DESCRIPTION
 DL2525
 DL2525'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2525'HIGHWAY BB AT THE MANITOWOC-KEWAUNEE COUNTY LINE APPROXIMATELY 2 MI
 DL2525'(3.2 KM) NORTH OF THE COMMUNITY OF TWO CREEKS, GO SOUTHWEST ON STATE
 DL2525'HIGHWAY 42 FOR 1.4 MI (2.3 KM) TO NERO ROAD RIGHT, CONTINUE SOUTHWEST
 DL2525'ON STATE HIGHWAY 42 FOR 50 M (164.0 FT) TO BOX CULVERT --C-36-11-60--
 DL2525'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DL2525'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2525'STAMPED --4Y52 2007-- SET IN A DRILL HOLE IN THE TOP OF THE SOUTH
 DL2525'CULVERT WING WALL APPROXIMATELY 1 M (3.3 FT) BELOW THE HIGHWAY
 DL2525'PAVEMENT.  THE STATION IS 9.9 M (32.5 FT) SOUTHEAST OF THE CENTERLINE
 DL2525'OF STATE HIGHWAY 42, 0.58 MILE NORTH OF TWO CREEKS ROAD, 49.5 M (162.4
 DL2525'FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF NERO ROAD, 43.5 M (142.7
 DL2525'FT) NORTHEAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DL2525'--17522--, AND 0.5 M (1.6 FT) NORTHWEST OF A WHITE PLASTIC WITNESS
 DL2525'POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE
 DL2525'SOUTHEAST QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DL2525
 DL2525                          STATION RECOVERY (2019)
 DL2525
 DL2525'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2525'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2523 ***********************************************************************
 DL2523  DESIGNATION -  4Y81
 DL2523  PID         -  DL2523
 DL2523  STATE/COUNTY-  WI/KEWAUNEE
 DL2523  COUNTRY     -  US
 DL2523  USGS QUAD   -  TWO CREEKS (2018)
 DL2523
 DL2523                         *CURRENT SURVEY CONTROL
 DL2523  ______________________________________________________________________
 DL2523* NAD 83(1986) POSITION- 44 21 54.96   (N) 087 32 31.94   (W)   HD_HELD1
 DL2523* NAVD 88 ORTHO HEIGHT -   199.516 (meters)      654.58  (feet) ADJUSTED
 DL2523  ______________________________________________________________________
 DL2523  GEOID HEIGHT    -        -36.263 (meters)                     GEOID18
 DL2523  DYNAMIC HEIGHT  -        199.491 (meters)      654.50  (feet) COMP
 DL2523  MODELED GRAVITY -    980,488.6   (mgal)                       NAVD 88
 DL2523
 DL2523  VERT ORDER      -  SECOND    CLASS I
 DL2523
 DL2523.The horizontal coordinates were determined by differentially corrected
 DL2523.hand held GPS observations or other comparable positioning techniques
 DL2523.and have an estimated accuracy of +/- 3 meters.
 DL2523
 DL2523.The orthometric height was determined by differential leveling and
 DL2523.adjusted by the WI DEPT OF TRANSP
 DL2523.in May 2012.
 DL2523
 DL2523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2523.GEOID18 height accuracy estimate available here.
 DL2523
 DL2523.Click photographs - Photos may exist for this station.
 DL2523
 DL2523.The dynamic height is computed by dividing the NAVD 88
 DL2523.geopotential number by the normal gravity value computed on the
 DL2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2523.degrees latitude (g = 980.6199 gals.).
 DL2523
 DL2523.The modeled gravity was interpolated from observed gravity values.
 DL2523
 DL2523;                    North         East    Units  Estimated Accuracy
 DL2523;SPC WI C     -    62,072.0     795,883.1     MT  (+/- 3 meters HH1 GPS) 
 DL2523
 DL2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5679612586(NAD 83)
 DL2523
 DL2523                          SUPERSEDED SURVEY CONTROL
 DL2523
 DL2523.No superseded survey control is available for this station.
 DL2523
 DL2523_MARKER: DD = SURVEY DISK
 DL2523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2523_SP_SET: BOX CULVERT
 DL2523_STAMPING: 4Y81 2007
 DL2523_MARK LOGO: WIDT
 DL2523_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2523+STABILITY: SURFACE MOTION
 DL2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2523+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2018
 DL2523
 DL2523  HISTORY     - Date     Condition        Report By
 DL2523  HISTORY     - 2007     MONUMENTED       WIDT
 DL2523  HISTORY     - 20080903 GOOD             WIDT
 DL2523  HISTORY     - 20181210 GOOD             WIDT
 DL2523
 DL2523                          STATION DESCRIPTION
 DL2523
 DL2523'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2523'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2523'HIGHWAY G APPROXIMATELY 6 MI (9.7 KM) SOUTH OF THE CITY OF KEWAUNEE,
 DL2523'GO SOUTH ON STATE HIGHWAY 42 FOR 0.38 MILE TO BOX CULVERT
 DL2523'--C-31-12-58-- AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DL2523'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2523'DISK STAMPED --4Y81 2007-- SET IN A DRILL HOLE IN THE TOP OF THE SOUTH
 DL2523'SIDE OF THE EAST END OF THE BOX CULVERT APPROXIMATELY 4 M (13.1 FT)
 DL2523'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 17.3 M (56.8 FT) EAST OF
 DL2523'THE CENTERLINE OF STATE HIGHWAY 42, APPROXIMATELY 99 M (324.8 FT)
 DL2523'NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE --N1124-- AND 94 M (308.4
 DL2523'FT) SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N1171--, 10
 DL2523'CM (4 INCHES) NORTH OF THE SOUTH SIDE AND 8 CM (3 INCHES) WEST OF THE
 DL2523'EAST END OF THE CULVERT AT THE WEST END OF THE SOUTHEAST WING WALL,
 DL2523'AND 0.5 M (1.6 FT) WEST-NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL2523'---  NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE EAST
 DL2523'EXTENDING TO 55 DEGREES ABOVE THE HORIZON.
 DL2523
 DL2523                          STATION RECOVERY (2018)
 DL2523
 DL2523'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DL2523'RECOVERED IN GOOD CONDITION.
 DL2523'
 DL2523'NOTE-THE BENCH MARK IS LOCATED APPROXIMATELY 4.6 M (15.1 FT) LOWER
 DL2523'THAN THEY HIGHWAY PAVEMENT GRADE AND CAN BE CONSIDERED DIFFICULT TO
 DL2523'ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2522 ***********************************************************************
 DL2522  DESIGNATION -  4Y82
 DL2522  PID         -  DL2522
 DL2522  STATE/COUNTY-  WI/KEWAUNEE
 DL2522  COUNTRY     -  US
 DL2522  USGS QUAD   -  KEWAUNEE (2018)
 DL2522
 DL2522                         *CURRENT SURVEY CONTROL
 DL2522  ______________________________________________________________________
 DL2522* NAD 83(2011) POSITION- 44 23 07.13764(N) 087 32 30.44743(W)   ADJUSTED
 DL2522* NAD 83(2011) ELLIP HT-   170.827 (meters)        (04/14/17)   ADJUSTED
 DL2522* NAD 83(2011) EPOCH   -  2010.00
 DL2522* NAVD 88 ORTHO HEIGHT -   207.118 (meters)      679.52  (feet) ADJUSTED
 DL2522  ______________________________________________________________________
 DL2522  GEOID HEIGHT    -        -36.267 (meters)                     GEOID18
 DL2522  NAD 83(2011) X  -    195,828.272 (meters)                     COMP
 DL2522  NAD 83(2011) Y  - -4,561,551.922 (meters)                     COMP
 DL2522  NAD 83(2011) Z  -  4,438,909.235 (meters)                     COMP
 DL2522  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 DL2522  DYNAMIC HEIGHT  -        207.093 (meters)      679.44  (feet) COMP
 DL2522  MODELED GRAVITY -    980,490.3   (mgal)                       NAVD 88
 DL2522
 DL2522  VERT ORDER      -  SECOND    CLASS I
 DL2522
 DL2522  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2522  Standards:
 DL2522         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2522            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2522  -------------------------------------------------------------------
 DL2522  NETWORK    0.63   0.80           0.28   0.23   0.41      0.08263217
 DL2522  -------------------------------------------------------------------
 DL2522  Click here for local accuracies and other accuracy information.
 DL2522
 DL2522.The horizontal coordinates were established by GPS observations
 DL2522.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2522
 DL2522.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2522.been affixed to the stable North American tectonic plate. See 
 DL2522.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2522
 DL2522.The horizontal coordinates are valid at the epoch date displayed above
 DL2522.which is a decimal equivalence of Year/Month/Day.
 DL2522
 DL2522.The orthometric height was determined by differential leveling and
 DL2522.adjusted by the WI DEPT OF TRANSP
 DL2522.in May 2012.
 DL2522
 DL2522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2522.GEOID18 height accuracy estimate available here.
 DL2522
 DL2522.Click photographs - Photos may exist for this station.
 DL2522
 DL2522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2522
 DL2522.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2522
 DL2522.The ellipsoidal height was determined by GPS observations
 DL2522.and is referenced to NAD 83.
 DL2522
 DL2522.The dynamic height is computed by dividing the NAVD 88
 DL2522.geopotential number by the normal gravity value computed on the
 DL2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2522.degrees latitude (g = 980.6199 gals.).
 DL2522
 DL2522.The modeled gravity was interpolated from observed gravity values.
 DL2522
 DL2522. The following values were computed from the NAD 83(2011) position.
 DL2522
 DL2522;                    North         East     Units Scale Factor Converg.
 DL2522;SPC WI C     -    64,299.846   795,848.738   MT  0.99997717   +1 44 04.0
 DL2522;SPC WI C     -   210,957.08  2,611,047.07   sFT  0.99997717   +1 44 04.0
 DL2522;UTM  16      - 4,914,813.214   456,844.480   MT  0.99962290   -0 22 44.3
 DL2522
 DL2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2522!SPC WI C     -   0.99997322  x   0.99997717  =   0.99995039
 DL2522!UTM  16      -   0.99997322  x   0.99962290  =   0.99959613
 DL2522
 DL2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5684414813(NAD 83)
 DL2522
 DL2522                          SUPERSEDED SURVEY CONTROL
 DL2522
 DL2522  NAD 83(2007)-  44 23 07.13790(N)    087 32 30.44839(W) AD(2002.00) 1
 DL2522  ELLIP H (04/03/12)  170.866  (m)                       GP(2002.00) 4 1
 DL2522
 DL2522.Superseded values are not recommended for survey control.
 DL2522
 DL2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2522.See file dsdata.pdf to determine how the superseded data were derived.
 DL2522
 DL2522_MARKER: DD = SURVEY DISK
 DL2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2522_STAMPING: 4Y82 2007
 DL2522_MARK LOGO: WIDT
 DL2522_PROJECTION: FLUSH
 DL2522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2522+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2018
 DL2522
 DL2522  HISTORY     - Date     Condition        Report By
 DL2522  HISTORY     - 2008     MONUMENTED       WIDT
 DL2522  HISTORY     - 20081014 GOOD             WIDT
 DL2522  HISTORY     - 20150420 GOOD             WIDT
 DL2522  HISTORY     - 20181210 GOOD             WIDT
 DL2522
 DL2522                          STATION DESCRIPTION
 DL2522
 DL2522'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2522'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2522'HIGHWAY J WEST AND LAKE ROAD EAST APPROXIMATELY 4 MI (6.4 KM)
 DL2522'SOUTH-SOUTHWEST OF THE CITY OF KEWAUNEE, GO SOUTH ON STATE HIGHWAY 42
 DL2522'FOR 1.0 MI (1.6 KM) TO OLD SETTLERS ROAD, TURN LEFT AND GO EAST ON OLD
 DL2522'SETTLERS ROAD FOR 40 M (131.2 FT) TO THE STATION ON THE RIGHT.  THE
 DL2522'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DL2522'SURVEY CONTROL STATION DISK STAMPED --4Y82 2007-- SET IN THE TOP OF A
 DL2522'40-CM (16 INCH) DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH
 DL2522'THE GROUND, AND APPROXIMATELY 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DL2522'THE STATION IS 9.1 M (29.9 FT) SOUTH OF THE CENTERLINE OF OLD SETTLERS
 DL2522'ROAD, 39.9 M (130.9 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 42,
 DL2522'24.5 M (80.4 FT) SOUTHEAST OF TELEPHONE PEDESTAL --86--, 21.4 M (70.2
 DL2522'FT) SOUTHEAST OF POWER POLE --2224-12L17--, 18.9 M (62.0 FT) WEST OF
 DL2522'THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --E4508--, 10.1 M (33.1
 DL2522'FT) EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 1 M (3.3 FT) NORTH OF
 DL2522'A CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT)
 DL2522'NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2522'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2522'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE
 DL2522'NORTHWEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DL2522
 DL2522                          STATION RECOVERY (2015)
 DL2522
 DL2522'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2522'RECOVERED AS DESCRIBED.
 DL2522
 DL2522                          STATION RECOVERY (2018)
 DL2522
 DL2522'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DL2522'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2521 ***********************************************************************
 DL2521  DESIGNATION -  4Y83
 DL2521  PID         -  DL2521
 DL2521  STATE/COUNTY-  WI/KEWAUNEE
 DL2521  COUNTRY     -  US
 DL2521  USGS QUAD   -  KEWAUNEE (2018)
 DL2521
 DL2521                         *CURRENT SURVEY CONTROL
 DL2521  ______________________________________________________________________
 DL2521* NAD 83(1986) POSITION- 44 24 52.84   (N) 087 32 01.25   (W)   HD_HELD1
 DL2521* NAVD 88 ORTHO HEIGHT -   213.718 (meters)      701.17  (feet) ADJUSTED
 DL2521  ______________________________________________________________________
 DL2521  GEOID HEIGHT    -        -36.284 (meters)                     GEOID18
 DL2521  DYNAMIC HEIGHT  -        213.692 (meters)      701.09  (feet) COMP
 DL2521  MODELED GRAVITY -    980,492.8   (mgal)                       NAVD 88
 DL2521
 DL2521  VERT ORDER      -  SECOND    CLASS I
 DL2521
 DL2521.The horizontal coordinates were determined by differentially corrected
 DL2521.hand held GPS observations or other comparable positioning techniques
 DL2521.and have an estimated accuracy of +/- 3 meters.
 DL2521
 DL2521.The orthometric height was determined by differential leveling and
 DL2521.adjusted by the WI DEPT OF TRANSP
 DL2521.in May 2012.
 DL2521
 DL2521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2521.GEOID18 height accuracy estimate available here.
 DL2521
 DL2521.Click photographs - Photos may exist for this station.
 DL2521
 DL2521.The dynamic height is computed by dividing the NAVD 88
 DL2521.geopotential number by the normal gravity value computed on the
 DL2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2521.degrees latitude (g = 980.6199 gals.).
 DL2521
 DL2521.The modeled gravity was interpolated from observed gravity values.
 DL2521
 DL2521;                    North         East    Units  Estimated Accuracy
 DL2521;SPC WI C     -    67,580.5     796,395.6     MT  (+/- 3 meters HH1 GPS) 
 DL2521
 DL2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5751118070(NAD 83)
 DL2521
 DL2521                          SUPERSEDED SURVEY CONTROL
 DL2521
 DL2521.No superseded survey control is available for this station.
 DL2521
 DL2521_MARKER: DD = SURVEY DISK
 DL2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2521_STAMPING: 4Y83 2007
 DL2521_MARK LOGO: WIDT
 DL2521_PROJECTION: FLUSH
 DL2521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2521+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2019
 DL2521
 DL2521  HISTORY     - Date     Condition        Report By
 DL2521  HISTORY     - 2008     MONUMENTED       WIDT
 DL2521  HISTORY     - 20080902 GOOD             WIDT
 DL2521  HISTORY     - 20190716 GOOD             WIDT
 DL2521
 DL2521                          STATION DESCRIPTION
 DL2521
 DL2521'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2521'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2521'HIGHWAY J WEST AND LAKE ROAD EAST APPROXIMATELY 4 MI (6.4 KM)
 DL2521'SOUTH-SOUTHWEST OF THE CITY OF KEWAUNEE, GO NORTH ON STATE HIGHWAY 42
 DL2521'FOR 1.0 MI (1.6 KM) TO TOWNLINE ROAD, TURN RIGHT AND GO EAST ON
 DL2521'TOWNLINE ROAD FOR 0.41 MILE TO THE STATION ON THE LEFT.  THE STATION
 DL2521'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DL2521'CONTROL STATION DISK STAMPED --4Y83 2007-- SET IN THE TOP OF A 40-CM
 DL2521'(16 INCH) DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH THE
 DL2521'GROUND, AND APPROXIMATELY 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT.  THE
 DL2521'STATION IS 9.4 M (30.8 FT) NORTH OF THE CENTERLINE OF TOWNLINE ROAD,
 DL2521'0.59 MILE WEST OF MILE ROAD, 16.2 M (53.1 FT) EAST OF THE CENTERLINE
 DL2521'OF A FIELD ENTRANCE, 0.4 M (1.3 FT) SOUTH OF A CULTIVATED FIELD, AND
 DL2521'1.0 M (3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHWEST, AND 1.0 M (3.3 FT)
 DL2521'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DL2521'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DL2521'ABOVE THE HORIZON.
 DL2521
 DL2521                          STATION RECOVERY (2019)
 DL2521
 DL2521'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2521'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7672 ***********************************************************************
 DE7672  DESIGNATION -  4Y90
 DE7672  PID         -  DE7672
 DE7672  STATE/COUNTY-  WI/MANITOWOC
 DE7672  COUNTRY     -  US
 DE7672  USGS QUAD   -  MANITOWOC (2018)
 DE7672
 DE7672                         *CURRENT SURVEY CONTROL
 DE7672  ______________________________________________________________________
 DE7672* NAD 83(1986) POSITION- 44 00 40.32   (N) 087 42 59.07   (W)   HD_HELD1
 DE7672* NAVD 88 ORTHO HEIGHT -   198.701 (meters)      651.90  (feet) ADJUSTED
 DE7672  ______________________________________________________________________
 DE7672  GEOID HEIGHT    -        -36.110 (meters)                     GEOID18
 DE7672  DYNAMIC HEIGHT  -        198.666 (meters)      651.79  (feet) COMP
 DE7672  MODELED GRAVITY -    980,438.7   (mgal)                       NAVD 88
 DE7672
 DE7672  VERT ORDER      -  SECOND    CLASS I
 DE7672
 DE7672.The horizontal coordinates were determined by differentially corrected
 DE7672.hand held GPS observations or other comparable positioning techniques
 DE7672.and have an estimated accuracy of +/- 3 meters.
 DE7672
 DE7672.The orthometric height was determined by differential leveling and
 DE7672.adjusted by the WI DEPT OF TRANSP
 DE7672.in May 2012.
 DE7672
 DE7672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7672.GEOID18 height accuracy estimate available here.
 DE7672
 DE7672.Click photographs - Photos may exist for this station.
 DE7672
 DE7672.The dynamic height is computed by dividing the NAVD 88
 DE7672.geopotential number by the normal gravity value computed on the
 DE7672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7672.degrees latitude (g = 980.6199 gals.).
 DE7672
 DE7672.The modeled gravity was interpolated from observed gravity values.
 DE7672
 DE7672;                    North         East    Units  Estimated Accuracy
 DE7672;SPC WI S     -   225,938.8     783,098.9     MT  (+/- 3 meters HH1 GPS) 
 DE7672
 DE7672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4257373366(NAD 83)
 DE7672
 DE7672                          SUPERSEDED SURVEY CONTROL
 DE7672
 DE7672  NAVD 88 (04/20/07)  198.656  (m)          651.76   (f) SUPERSEDED  2 1
 DE7672  NAVD 88 (05/16/03)  198.701  (m)          651.90   (f) SUPERSEDED  2 1
 DE7672
 DE7672.Superseded values are not recommended for survey control.
 DE7672
 DE7672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7672.See file dsdata.pdf to determine how the superseded data were derived.
 DE7672
 DE7672_MARKER: DD = SURVEY DISK
 DE7672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7672_STAMPING: 4Y90 2001
 DE7672_MARK LOGO: WIDT
 DE7672_PROJECTION: FLUSH
 DE7672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7672+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DE7672
 DE7672  HISTORY     - Date     Condition        Report By
 DE7672  HISTORY     - 2001     MONUMENTED       WIDT
 DE7672  HISTORY     - 20030622 GOOD             USPSQD
 DE7672  HISTORY     - 20060425 GOOD             WIDT
 DE7672
 DE7672                          STATION DESCRIPTION
 DE7672
 DE7672'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7672'THE STATION IS LOCATED ABOUT  30 KM SOUTH-SOUTHWEST OF SHEBOYGAN AND
 DE7672'10 KM NORTH-NORTHEAST OF MANITOWOC.  OWNERSHIP--MANITOWOC COUNTY.  TO
 DE7672'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH US HIGHWAY
 DE7672'151 IN THE CITY OF MANITOWOC, GO EAST ON US HIGHWAY 151 FOR 1.0 KM TO
 DE7672'42ND STREET, TURN RIGHT AND GO SOUTH ON 42ND STREET FOR 0.8 KM TO
 DE7672'COUNTY CREEK ROAD, CONTINUE SOUTH ON 42ND STREET FOR 6.6 KM TO
 DE7672'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7672'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7672'A 41-CM DIAMETER ROUND CONCRETE POST 2.0 M DEEP AND ABOUT 1.5 M BELOW
 DE7672'THE HIGHWAY PAVEMENT.  THE STATION IS 11.7 M EAST-SOUTHEAST OF THE
 DE7672'CENTERLINE OF COUNTY CREEK ROAD, 100 M NORTH-NORTHEAST OF 0.8 M
 DE7672'DIAMETER  CULVERT PIPE, 30 M SOUTHWEST OF A FIELD ENTRANCE, 25 M
 DE7672'WEST-NORTHWEST OF WESTERN MOST RAIL, AND 1.0 M WEST-NORTHWEST OF A
 DE7672'WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO
 DE7672'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7672
 DE7672                          STATION RECOVERY (2003)
 DE7672
 DE7672'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7672'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.25 MILE
 DE7672'NORTH OF COUNTY HIGHWAY C ON COUNTY CREEK ROAD.
 DE7672
 DE7672                          STATION RECOVERY (2006)
 DE7672
 DE7672'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7672'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- TO
 DE7672'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 DE7672'COUNTY HIGHWAY C APPROXIMATELY 1 MILE NORTH OF THE COMMUNITY OF
 DE7672'NEWTON, GO EAST ON COUNTY HIGHWAY C FOR 0.1 MILE TO COUNTY HIGHWAY CR,
 DE7672'TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY CR FOR 0.2 MILE TO THE
 DE7672'STATION ON THE RIGHT.
 DE7672'ADD-- THE STATION IS 47.0 M NORTHEAST OF A --JCT COUNTY C-- SIGN POST,
 DE7672'19.7 M NORTHEAST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 11.5
 DE7672'M SOUTHWEST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M
 DE7672'WEST-NORTHWEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE
 DE7672'PLASTIC WITNESS POSTS.   NOTE-- COUNTY CREEK ROAD IN THE 2001 AND 2003
 DE7672'DESCRIPTIONS IS COUNTY HIGHWAY CR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7753 ***********************************************************************
 DE7753  DESIGNATION -  4Y91
 DE7753  PID         -  DE7753
 DE7753  STATE/COUNTY-  WI/MANITOWOC
 DE7753  COUNTRY     -  US
 DE7753  USGS QUAD   -  MANITOWOC (2018)
 DE7753
 DE7753                         *CURRENT SURVEY CONTROL
 DE7753  ______________________________________________________________________
 DE7753* NAD 83(2011) POSITION- 44 06 33.39301(N) 087 43 00.25702(W)   ADJUSTED
 DE7753* NAD 83(2011) ELLIP HT-   162.825 (meters)        (04/14/17)   ADJUSTED
 DE7753* NAD 83(2011) EPOCH   -  2010.00
 DE7753* NAVD 88 ORTHO HEIGHT -   198.970 (meters)      652.79  (feet) ADJUSTED
 DE7753  ______________________________________________________________________
 DE7753  GEOID HEIGHT    -        -36.149 (meters)                     GEOID18
 DE7753  NAD 83(2011) X  -    182,751.576 (meters)                     COMP
 DE7753  NAD 83(2011) Y  - -4,583,508.553 (meters)                     COMP
 DE7753  NAD 83(2011) Z  -  4,416,931.118 (meters)                     COMP
 DE7753  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 DE7753  DYNAMIC HEIGHT  -        198.937 (meters)      652.68  (feet) COMP
 DE7753  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 DE7753
 DE7753  VERT ORDER      -  SECOND    CLASS I
 DE7753
 DE7753  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7753  Standards:
 DE7753         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7753            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7753  -------------------------------------------------------------------
 DE7753  NETWORK    0.31   0.31           0.14   0.11   0.16      0.04908398
 DE7753  -------------------------------------------------------------------
 DE7753  Click here for local accuracies and other accuracy information.
 DE7753
 DE7753.The horizontal coordinates were established by GPS observations
 DE7753.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DE7753
 DE7753.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7753.been affixed to the stable North American tectonic plate. See 
 DE7753.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7753
 DE7753.The horizontal coordinates are valid at the epoch date displayed above
 DE7753.which is a decimal equivalence of Year/Month/Day.
 DE7753
 DE7753.The orthometric height was determined by differential leveling and
 DE7753.adjusted by the WI DEPT OF TRANSP
 DE7753.in May 2012.
 DE7753
 DE7753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7753.GEOID18 height accuracy estimate available here.
 DE7753
 DE7753.Click photographs - Photos may exist for this station.
 DE7753
 DE7753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7753
 DE7753.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7753
 DE7753.The ellipsoidal height was determined by GPS observations
 DE7753.and is referenced to NAD 83.
 DE7753
 DE7753.The dynamic height is computed by dividing the NAVD 88
 DE7753.geopotential number by the normal gravity value computed on the
 DE7753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7753.degrees latitude (g = 980.6199 gals.).
 DE7753
 DE7753.The modeled gravity was interpolated from observed gravity values.
 DE7753
 DE7753. The following values were computed from the NAD 83(2011) position.
 DE7753
 DE7753;                    North         East     Units Scale Factor Converg.
 DE7753;SPC WI S     -   236,831.516   782,774.088   MT  1.00000893   +1 34 07.8
 DE7753;SPC WI S     -   777,004.73  2,568,151.32   sFT  1.00000893   +1 34 07.8
 DE7753;UTM  16      - 4,884,259.698   442,641.688   MT  0.99964046   -0 29 56.0
 DE7753
 DE7753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7753!SPC WI S     -   0.99997447  x   1.00000893  =   0.99998340
 DE7753!UTM  16      -   0.99997447  x   0.99964046  =   0.99961494
 DE7753
 DE7753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4264184259(NAD 83)
 DE7753
 DE7753                          SUPERSEDED SURVEY CONTROL
 DE7753
 DE7753  NAVD 88 (04/20/07)  198.923  (m)          652.63   (f) SUPERSEDED  2 1
 DE7753  NAVD 88 (05/16/03)  198.974  (m)          652.80   (f) SUPERSEDED  2 1
 DE7753
 DE7753.Superseded values are not recommended for survey control.
 DE7753
 DE7753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7753.See file dsdata.pdf to determine how the superseded data were derived.
 DE7753
 DE7753_MARKER: DD = SURVEY DISK
 DE7753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7753_STAMPING: 4Y91 2001
 DE7753_MARK LOGO: WIDT
 DE7753_PROJECTION: FLUSH
 DE7753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7753+STABILITY: SURFACE MOTION
 DE7753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7753+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2018
 DE7753
 DE7753  HISTORY     - Date     Condition        Report By
 DE7753  HISTORY     - 2000     MONUMENTED       WIDT
 DE7753  HISTORY     - 20030619 GOOD             USPSQD
 DE7753  HISTORY     - 20060419 GOOD             WIDT
 DE7753  HISTORY     - 20150420 GOOD             WIDT
 DE7753  HISTORY     - 20180613 GOOD             WIDT
 DE7753
 DE7753                          STATION DESCRIPTION
 DE7753
 DE7753'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7753'THE STATION IS LOCATED ABOUT 68 KM NORTHEAST OF FOND DU LAC, 52 KM
 DE7753'SOUTH-SOUTHWEST OF GREEN BAY AND 5 KM NORTHWEST OF MANITOWOC.
 DE7753'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DE7753'STATION FROM THE JUNCTION OF INTERSTATE 43 WITH US HIGHWAY 10 EAST
 DE7753'ABOUT 2 KM NORTHWEST OF THE CITY OF MANITOWOC, GO EAST ON US HIGHWAY
 DE7753'10 FOR 1.1 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DE7753'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7753'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7753'A DEPTH OF 2.44 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT. THE
 DE7753'STATION IS 11.0 M SOUTH OF THE CENTERLINE OF US HIGHWAY 10 EASTBOUND
 DE7753'LANES, 121 M EAST OF SOUTH END OF EAST ABUTMENT OF US HIGHWAY 10
 DE7753'EASTBOUND LANE --B-36-115-79-- 41.0 M NORTHEAST OF GAS PIPELINE
 DE7753'MARKER AND 1.0 M NORTH OF A WHITE PLASTIC WITNESS POST. THIS STATION
 DE7753'HAS NO OBSTRUCTIONS EXTENDING HIGHER THEN 15 DEGREES ABOVE THE
 DE7753'HORIZON.
 DE7753
 DE7753                          STATION RECOVERY (2003)
 DE7753
 DE7753'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7753'THE STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS
 DE7753'NEAR THE WESTERNMOST BRIDGE OVER WHITEWATER DRIVE.
 DE7753
 DE7753                          STATION RECOVERY (2006)
 DE7753
 DE7753'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7753'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DE7753'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7753
 DE7753                          STATION RECOVERY (2015)
 DE7753
 DE7753'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DE7753'RECOVERED AS DESCRIBED.
 DE7753
 DE7753                          STATION RECOVERY (2018)
 DE7753
 DE7753'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DE7753'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7651 ***********************************************************************
 DE7651  DESIGNATION -  4Y92
 DE7651  PID         -  DE7651
 DE7651  STATE/COUNTY-  WI/MANITOWOC
 DE7651  COUNTRY     -  US
 DE7651  USGS QUAD   -  MISHICOT (2018)
 DE7651
 DE7651                         *CURRENT SURVEY CONTROL
 DE7651  ______________________________________________________________________
 DE7651* NAD 83(2011) POSITION- 44 09 13.02201(N) 087 41 47.49218(W)   ADJUSTED
 DE7651* NAD 83(2011) ELLIP HT-   171.676 (meters)        (04/14/17)   ADJUSTED
 DE7651* NAD 83(2011) EPOCH   -  2010.00
 DE7651* NAVD 88 ORTHO HEIGHT -   207.840 (meters)      681.89  (feet) ADJUSTED
 DE7651  ______________________________________________________________________
 DE7651  GEOID HEIGHT    -        -36.168 (meters)                     GEOID18
 DE7651  NAD 83(2011) X  -    184,230.871 (meters)                     COMP
 DE7651  NAD 83(2011) Y  - -4,580,022.135 (meters)                     COMP
 DE7651  NAD 83(2011) Z  -  4,420,473.689 (meters)                     COMP
 DE7651  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 DE7651  DYNAMIC HEIGHT  -        207.807 (meters)      681.78  (feet) COMP
 DE7651  MODELED GRAVITY -    980,456.6   (mgal)                       NAVD 88
 DE7651
 DE7651  VERT ORDER      -  SECOND    CLASS I
 DE7651
 DE7651  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7651  Standards:
 DE7651         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7651            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7651  -------------------------------------------------------------------
 DE7651  NETWORK    0.64   0.88           0.29   0.22   0.45     -0.11335142
 DE7651  -------------------------------------------------------------------
 DE7651  Click here for local accuracies and other accuracy information.
 DE7651
 DE7651.The horizontal coordinates were established by GPS observations
 DE7651.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DE7651
 DE7651.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7651.been affixed to the stable North American tectonic plate. See 
 DE7651.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7651
 DE7651.The horizontal coordinates are valid at the epoch date displayed above
 DE7651.which is a decimal equivalence of Year/Month/Day.
 DE7651
 DE7651.The orthometric height was determined by differential leveling and
 DE7651.adjusted by the WI DEPT OF TRANSP
 DE7651.in May 2012.
 DE7651
 DE7651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7651.GEOID18 height accuracy estimate available here.
 DE7651
 DE7651.Click photographs - Photos may exist for this station.
 DE7651
 DE7651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7651
 DE7651.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7651
 DE7651.The ellipsoidal height was determined by GPS observations
 DE7651.and is referenced to NAD 83.
 DE7651
 DE7651.The dynamic height is computed by dividing the NAVD 88
 DE7651.geopotential number by the normal gravity value computed on the
 DE7651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7651.degrees latitude (g = 980.6199 gals.).
 DE7651
 DE7651.The modeled gravity was interpolated from observed gravity values.
 DE7651
 DE7651. The following values were computed from the NAD 83(2011) position.
 DE7651
 DE7651;                    North         East     Units Scale Factor Converg.
 DE7651;SPC WI S     -   241,801.188   784,255.590   MT  1.00001882   +1 34 57.8
 DE7651;SPC WI S     -   793,309.40  2,573,011.88   sFT  1.00001882   +1 34 57.8
 DE7651;UTM  16      - 4,889,170.838   444,300.921   MT  0.99963815   -0 29 06.7
 DE7651
 DE7651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7651!SPC WI S     -   0.99997308  x   1.00001882  =   0.99999190
 DE7651!UTM  16      -   0.99997308  x   0.99963815  =   0.99961124
 DE7651
 DE7651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4430089170(NAD 83)
 DE7651
 DE7651                          SUPERSEDED SURVEY CONTROL
 DE7651
 DE7651  NAD 83(2007)-  44 09 13.02243(N)    087 41 47.49341(W) AD(2002.00) 1
 DE7651  ELLIP H (04/03/12)  171.717  (m)                       GP(2002.00) 4 1
 DE7651  NAVD 88 (04/20/07)  207.791  (m)          681.73   (f) SUPERSEDED  2 1
 DE7651  NAVD 88 (05/16/03)  207.837  (m)          681.88   (f) SUPERSEDED  2 1
 DE7651
 DE7651.Superseded values are not recommended for survey control.
 DE7651
 DE7651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7651.See file dsdata.pdf to determine how the superseded data were derived.
 DE7651
 DE7651_MARKER: DD = SURVEY DISK
 DE7651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7651_STAMPING: 4Y92 2001
 DE7651_MARK LOGO: WIDT
 DE7651_PROJECTION: FLUSH
 DE7651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7651+STABILITY: SURFACE MOTION
 DE7651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7651+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 DE7651
 DE7651  HISTORY     - Date     Condition        Report By
 DE7651  HISTORY     - 2000     MONUMENTED       WIDT
 DE7651  HISTORY     - 20030619 GOOD             USPSQD
 DE7651  HISTORY     - 20060419 GOOD             WIDT
 DE7651  HISTORY     - 20081027 GOOD             WIDT
 DE7651  HISTORY     - 20150420 GOOD             WIDT
 DE7651  HISTORY     - 20180611 GOOD             WIDT
 DE7651
 DE7651                          STATION DESCRIPTION
 DE7651
 DE7651'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7651'THE STATION IS LOCATED ABOUT 52 KM SOUTH-SOUTHWEST OF GREEN BAY AND 9
 DE7651'KM NORTH-NORTHWEST OF MANITOWOC. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7651'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DE7651'43 WITH US HIGHWAY 10 WITH STATE HIGHWAY 310 ABOUT 6 KM
 DE7651'NORTH-NORTHWEST OF THE CITY OF MANITOWOC, GO EAST ON STATE HIGHWAY
 DE7651'310 FOR 1.8 KM TO COUNTY HIGHWAY R, CONTINUE EAST ON STATE HIGHWAY
 DE7651'310 FOR 0.9 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DE7651'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7651'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7651'A DEPTH OF 2.4 M AND IS ABOUT 0.5 M BELOW THE ROAD PAVEMENT. THE
 DE7651'STATION IS 12.0 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 310, 24.0
 DE7651'M NORTH OF TELEPHONE PEDESTAL --488 9-- , 21.0 M NORTH-NORTHWEST OF
 DE7651'THE CENTERLINE OF PRIVATE ENTRANCE --E 26902-- AND 0.7 M SOUTH OF A
 DE7651'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7651'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7651
 DE7651                          STATION RECOVERY (2003)
 DE7651
 DE7651'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7651'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9 M
 DE7651'WEST OF TELEPHONE PEDESTAL NUMBER 4 WITH ADDITIONAL DIGITS MISSING.
 DE7651
 DE7651                          STATION RECOVERY (2006)
 DE7651
 DE7651'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7651'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14.1 M WEST OF THE
 DE7651'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --3821-- AND 0.7 M SOUTH, 0.7
 DE7651'M EAST, AND 0.7 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7651
 DE7651                          STATION RECOVERY (2008)
 DE7651
 DE7651'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DE7651'RECOVERED AS DESCRIBED.
 DE7651
 DE7651                          STATION RECOVERY (2015)
 DE7651
 DE7651'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DE7651'RECOVERED AS DESCRIBED.
 DE7651
 DE7651                          STATION RECOVERY (2018)
 DE7651
 DE7651'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DE7651'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7693 ***********************************************************************
 DE7693  DESIGNATION -  4Y93
 DE7693  PID         -  DE7693
 DE7693  STATE/COUNTY-  WI/MANITOWOC
 DE7693  COUNTRY     -  US
 DE7693  USGS QUAD   -  MISHICOT (2018)
 DE7693
 DE7693                         *CURRENT SURVEY CONTROL
 DE7693  ______________________________________________________________________
 DE7693* NAD 83(1986) POSITION- 44 13 53.4    (N) 087 44 46.4    (W)   HD_HELD2
 DE7693* NAVD 88 ORTHO HEIGHT -   235.565 (meters)      772.85  (feet) ADJUSTED
 DE7693  ______________________________________________________________________
 DE7693  GEOID HEIGHT    -        -36.121 (meters)                     GEOID18
 DE7693  DYNAMIC HEIGHT  -        235.529 (meters)      772.73  (feet) COMP
 DE7693  MODELED GRAVITY -    980,463.1   (mgal)                       NAVD 88
 DE7693
 DE7693  VERT ORDER      -  SECOND    CLASS I
 DE7693
 DE7693.The horizontal coordinates were established by autonomous hand held GPS
 DE7693.observations and have an estimated accuracy of +/- 10 meters.
 DE7693
 DE7693.The orthometric height was determined by differential leveling and
 DE7693.adjusted by the WI DEPT OF TRANSP
 DE7693.in May 2012.
 DE7693
 DE7693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7693.GEOID18 height accuracy estimate available here.
 DE7693
 DE7693.Click photographs - Photos may exist for this station.
 DE7693
 DE7693.The dynamic height is computed by dividing the NAVD 88
 DE7693.geopotential number by the normal gravity value computed on the
 DE7693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7693.degrees latitude (g = 980.6199 gals.).
 DE7693
 DE7693.The modeled gravity was interpolated from observed gravity values.
 DE7693
 DE7693;                    North         East    Units  Estimated Accuracy
 DE7693;SPC WI S     -   250,344.      780,047.      MT  (+/- 10 meters HH2 GPS)
 DE7693
 DE7693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4040597856(NAD 83)
 DE7693
 DE7693                          SUPERSEDED SURVEY CONTROL
 DE7693
 DE7693  NAVD 88 (04/20/07)  235.514  (m)          772.68   (f) SUPERSEDED  2 1
 DE7693  NAVD 88 (05/16/03)  235.560  (m)          772.83   (f) SUPERSEDED  2 1
 DE7693
 DE7693.Superseded values are not recommended for survey control.
 DE7693
 DE7693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7693.See file dsdata.pdf to determine how the superseded data were derived.
 DE7693
 DE7693_MARKER: DD = SURVEY DISK
 DE7693_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7693_SP_SET: BRIDGE ABUTMENT
 DE7693_STAMPING: 4Y93 2001
 DE7693_MARK LOGO: WIDT
 DE7693_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7693+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 DE7693
 DE7693  HISTORY     - Date     Condition        Report By
 DE7693  HISTORY     - 2001     MONUMENTED       WIDT
 DE7693  HISTORY     - 20030619 GOOD             USPSQD
 DE7693  HISTORY     - 20060419 GOOD             WIDT
 DE7693
 DE7693                          STATION DESCRIPTION
 DE7693
 DE7693'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7693'THE STATION IS LOCATED ABOUT 37 KM SOUTH-SOUTHEAST OF GREEN BAY AND
 DE7693'15 KM NORTH-NORTHWEST OF MANITOWOC.  TO REACH THE STATION FROM THE
 DE7693'JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY 147 WITH COUNTY
 DE7693'HIGHWAY Z, EXIT 154,  ABOUT 22 KM NORTH-NORTHWEST OF THE CITY OF
 DE7693'MANITOWOC, GO EAST ON STATE HIGHWAY 147 FOR 0.4 KM TO COUNTY HIGHWAY
 DE7693'R, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY R FOR 5.5 KM TO QUARTER
 DE7693'ROAD, TURN LEFT AND GO EAST ON QUARTER ROAD FOR 0.2 KM TO AN
 DE7693'ABANDONED RAILROAD GRADE, TURN RIGHT AND GO SOUTH ON THE RAILROD
 DE7693'GRADE FOR 0.2 KM TO BRIDGE --U35-- AND THE STATION ON THE LEFT.  THE
 DE7693'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7693'SURVEY CONTROL STATION DISK SET IN THE EAST SIDE OF THE NORTH BRIDGE
 DE7693'ABUTMENT AND IS ABOUT 0.4 METERS BELOW THE RAILROAD GRADE LEVEL.  THE
 DE7693'STATION IS 3.0 METERS EAST OF THE CENTERLINE OF THE RAILROAD GRADE
 DE7693'AND 0.2 METERS SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7693'---NOTE---OBSTRUCTIONS UP TO 30 DEGREES FROM 140 DEGREES AZIMUTH TO
 DE7693'230 DEGREES AZIMUTH, UP TO 45 DEGREES FROM 230 DEGREES AZIMUTH TO 310
 DE7693'DEGREES AZIMUTH, AND UP TO 25 DEGREES FROM 310 DEGREES AZIMUTH TO 20
 DE7693'DEGREES AZIMUTH.
 DE7693
 DE7693                          STATION RECOVERY (2003)
 DE7693
 DE7693'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7693'RECOVERED IN GOOD CONDITION.
 DE7693
 DE7693                          STATION RECOVERY (2006)
 DE7693
 DE7693'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7693'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS--
 DE7693'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY R WITH COUNTY
 DE7693'HIGHWAY K APPROXIMATELY 2.1 MILES NORTHWEST OF THE VILLAGE OF FRANCIS
 DE7693'CREEK, GO NORTHWEST ON COUNTY HIGHWAY R FOR 0.5 MILE TO QUARTER ROAD
 DE7693'RIGHT, TURN RIGHT AND GO EAST ON QUARTER ROAD FOR 0.08 MILE TO AN
 DE7693'ABANDONED RAILROAD GRADE, TURN RIGHT AND GO SOUTHEAST ON THE RAILROAD
 DE7693'GRADE FOR 0.16 MILE TO BRIDGE --U35-- AND THE STATION ON THE LEFT.
 DE7693'ADD-- THE STATION IS 0.6 M SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7692 ***********************************************************************
 DE7692  DESIGNATION -  4Y94
 DE7692  PID         -  DE7692
 DE7692  STATE/COUNTY-  WI/MANITOWOC
 DE7692  COUNTRY     -  US
 DE7692  USGS QUAD   -  DENMARK (2018)
 DE7692
 DE7692                         *CURRENT SURVEY CONTROL
 DE7692  ______________________________________________________________________
 DE7692* NAD 83(1986) POSITION- 44 18 45.8    (N) 087 49 13.6    (W)   HD_HELD2
 DE7692* NAVD 88 ORTHO HEIGHT -   259.047 (meters)      849.89  (feet) ADJUSTED
 DE7692  ______________________________________________________________________
 DE7692  GEOID HEIGHT    -        -36.077 (meters)                     GEOID18
 DE7692  DYNAMIC HEIGHT  -        259.010 (meters)      849.77  (feet) COMP
 DE7692  MODELED GRAVITY -    980,468.0   (mgal)                       NAVD 88
 DE7692
 DE7692  VERT ORDER      -  SECOND    CLASS I
 DE7692
 DE7692.The horizontal coordinates were established by autonomous hand held GPS
 DE7692.observations and have an estimated accuracy of +/- 10 meters.
 DE7692
 DE7692.The orthometric height was determined by differential leveling and
 DE7692.adjusted by the WI DEPT OF TRANSP
 DE7692.in May 2012.
 DE7692
 DE7692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7692.GEOID18 height accuracy estimate available here.
 DE7692
 DE7692.Click photographs - Photos may exist for this station.
 DE7692
 DE7692.The dynamic height is computed by dividing the NAVD 88
 DE7692.geopotential number by the normal gravity value computed on the
 DE7692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7692.degrees latitude (g = 980.6199 gals.).
 DE7692
 DE7692.The modeled gravity was interpolated from observed gravity values.
 DE7692
 DE7692;                    North         East    Units  Estimated Accuracy
 DE7692;SPC WI S     -   259,209.      773,884.      MT  (+/- 10 meters HH2 GPS)
 DE7692
 DE7692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3456806934(NAD 83)
 DE7692
 DE7692                          SUPERSEDED SURVEY CONTROL
 DE7692
 DE7692  NAVD 88 (04/20/07)  258.999  (m)          849.73   (f) SUPERSEDED  2 1
 DE7692  NAVD 88 (05/16/03)  259.046  (m)          849.89   (f) SUPERSEDED  2 1
 DE7692
 DE7692.Superseded values are not recommended for survey control.
 DE7692
 DE7692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7692.See file dsdata.pdf to determine how the superseded data were derived.
 DE7692
 DE7692_MARKER: DD = SURVEY DISK
 DE7692_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7692_SP_SET: BRIDGE ABUTMENT
 DE7692_STAMPING: 4Y94 2001
 DE7692_MARK LOGO: WIDT
 DE7692_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7692+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 DE7692
 DE7692  HISTORY     - Date     Condition        Report By
 DE7692  HISTORY     - 2001     MONUMENTED       WIDT
 DE7692  HISTORY     - 20030619 GOOD             USPSQD
 DE7692  HISTORY     - 20060419 GOOD             WIDT
 DE7692
 DE7692                          STATION DESCRIPTION
 DE7692
 DE7692'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7692'THE STATION IS LOCATED ABOUT 28 KM SOUTH-SOUTHEAST OF GREEN BAY AND
 DE7692'26 KM NORTH-NORTHWEST OF MANITOWOC.  OWNERSHIP--TOWN OF COOPERSTOWN.
 DE7692'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 DE7692'STATE HIGHWAY 147 AND COUNTY HIGHWAY Z ABOUT 22 KM NORTH-NORTHWEST OF
 DE7692'THE CITY OF MANITOWOC, GO WEST ON COUNTY Z FOR 1.9 KM TO COUNTY
 DE7692'HIGHWAY T, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY T FOR 4.0 KM TO
 DE7692'ZANDER ROAD, TURN LEFT AND GO WEST ON ZANDER ROAD FOR 1.1 KM TO
 DE7692'BRIDGE --B-36-130-87-- OVER ABANDONED RAILROAD GRADE AND THE STATION
 DE7692'ON THE LEFT.  THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7692'GEODETIC SURVEY CONTROL STATION DISK SET ON THE SOUTH SIDE OF THE
 DE7692'EAST BRIDGE ABUTMENT AND IS ABOUT LEVEL WITH THE STREET PAVEMENT.
 DE7692'THE STATION IS 5.3 METERS SOUTH OF THE CENTERLINE OF ZANDER ROAD, 80
 DE7692'METERS EAST OF CAROL DRIVE, 26.0 METERS EAST OF THE CENTERLINE OF THE
 DE7692'ABANDONED RAILROAD GRADE, 0.5 METERS SOUTH OF A GUARD RAIL AND 0.5
 DE7692'METERS NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DE7692'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7692'ABOVE THE HORIZON.
 DE7692
 DE7692                          STATION RECOVERY (2003)
 DE7692
 DE7692'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7692'RECOVERED IN GOOD CONDITION.
 DE7692
 DE7692                          STATION RECOVERY (2006)
 DE7692
 DE7692'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7741 ***********************************************************************
 DE7741  DESIGNATION -  4Y95
 DE7741  PID         -  DE7741
 DE7741  STATE/COUNTY-  WI/MANITOWOC
 DE7741  COUNTRY     -  US
 DE7741  USGS QUAD   -  MANITOWOC (2018)
 DE7741
 DE7741                         *CURRENT SURVEY CONTROL
 DE7741  ______________________________________________________________________
 DE7741* NAD 83(1986) POSITION- 44 02 16.7    (N) 087 41 46.1    (W)   HD_HELD2
 DE7741* NAVD 88 ORTHO HEIGHT -   202.924 (meters)      665.76  (feet) ADJUSTED
 DE7741  ______________________________________________________________________
 DE7741  GEOID HEIGHT    -        -36.139 (meters)                     GEOID18
 DE7741  DYNAMIC HEIGHT  -        202.889 (meters)      665.65  (feet) COMP
 DE7741  MODELED GRAVITY -    980,442.9   (mgal)                       NAVD 88
 DE7741
 DE7741  VERT ORDER      -  SECOND    CLASS I
 DE7741
 DE7741.The horizontal coordinates were established by autonomous hand held GPS
 DE7741.observations and have an estimated accuracy of +/- 10 meters.
 DE7741
 DE7741.The orthometric height was determined by differential leveling and
 DE7741.adjusted by the WI DEPT OF TRANSP
 DE7741.in May 2012.
 DE7741
 DE7741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7741.GEOID18 height accuracy estimate available here.
 DE7741
 DE7741.Click photographs - Photos may exist for this station.
 DE7741
 DE7741.The dynamic height is computed by dividing the NAVD 88
 DE7741.geopotential number by the normal gravity value computed on the
 DE7741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7741.degrees latitude (g = 980.6199 gals.).
 DE7741
 DE7741.The modeled gravity was interpolated from observed gravity values.
 DE7741
 DE7741;                    North         East    Units  Estimated Accuracy
 DE7741;SPC WI S     -   228,957.      784,641.      MT  (+/- 10 meters HH2 GPS)
 DE7741
 DE7741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4422376325(NAD 83)
 DE7741
 DE7741                          SUPERSEDED SURVEY CONTROL
 DE7741
 DE7741  NAVD 88 (04/20/07)  202.878  (m)          665.61   (f) SUPERSEDED  2 1
 DE7741  NAVD 88 (05/16/03)  202.924  (m)          665.76   (f) SUPERSEDED  2 1
 DE7741
 DE7741.Superseded values are not recommended for survey control.
 DE7741
 DE7741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7741.See file dsdata.pdf to determine how the superseded data were derived.
 DE7741
 DE7741_MARKER: DD = SURVEY DISK
 DE7741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7741_SP_SET: BOX CULVERT
 DE7741_STAMPING: 4Y95 2001
 DE7741_MARK LOGO: WIDT
 DE7741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7741+STABILITY: SURFACE MOTION
 DE7741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7741+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 DE7741
 DE7741  HISTORY     - Date     Condition        Report By
 DE7741  HISTORY     - 2001     MONUMENTED       WIDT
 DE7741  HISTORY     - 20030622 GOOD             USPSQD
 DE7741  HISTORY     - 20060411 GOOD             WIDT
 DE7741
 DE7741                          STATION DESCRIPTION
 DE7741
 DE7741'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7741'THE STATION IS LOCATED ABOUT 32 KM NORTH OF SHEBOYGAN AND 8 KM
 DE7741'SOUTH-SOUTHWEST OF MANITOWOC.  OWNERSHIP--FOX VALLEY AND WESTERN
 DE7741'RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DE7741'HIGHWAY 43 WITH US HIGHWAY 151 ABOUT 5 KM SOUTHWEST OF THE CITY OF
 DE7741'MANITOWOC, GO EAST ON US HIGHWAY 151 FOR 0.25 KM TO FRONTAGE ROAD ON
 DE7741'THE RIGHT, TURN RIGHT AND GO EAST-SOUTHEAST ON FRONTAGE ROAD FOR 0.6
 DE7741'KM TO SOUTH 42ND STREET (COUNTY CREEK ROAD), TURN RIGHT AND GO SOUTH
 DE7741'ON NORTH 42ND STREET FOR 3.7 KM TO CLOVER ROAD, TURN LEFT AND GO EAST
 DE7741'ON CLOVER ROAD FOR 0.4 KM TO RAILROAD TRACKS AND THE STATION ON THE
 DE7741'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7741'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH END OF A
 DE7741'CONCRETE BOX CULVERT AND IS ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DE7741'STATION IS 12.4 METERS NORTH OF THE CENTERLINE OF CLOVER ROAD, 0.4
 DE7741'METERS SOUTH OF THE NORTH END OF THE CONCRETE BOX CULVERT UNDER THE
 DE7741'RAILROAD TRACKS AND 2.4 METERS WEST OF THE WESTERNMOST RAIL OF THE
 DE7741'RAILROAD TRACKS. ---NOTE1---THREE QUADRANTS ARE OBSTRUCTED ABOVE 25
 DE7741'DEGREES. ---NOTE2---BOX CULVERT END AND STATION MAY BE COVERED BY
 DE7741'ABOUT 12 CM OF SOIL.
 DE7741
 DE7741                          STATION RECOVERY (2003)
 DE7741
 DE7741'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7741'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON TOP OF
 DE7741'THE CULVERT, 10 INCHES EAST OF THE WESTERN FACE AND 16 INCHES SOUTH OF
 DE7741'THE NORTHERN END OF THE BOX CULVERT.
 DE7741
 DE7741                          STATION RECOVERY (2006)
 DE7741
 DE7741'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7741'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M SOUTH OF A
 DE7741'WHITE PLASTIC WITNESS POST.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DE7741'STATION ARE A TREE TO THE WEST EXTENDING TO 60 DEGREES ABOVE THE
 DE7741'HORIZON AND POWER LINES OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2563 ***********************************************************************
 DQ2563  DESIGNATION -  5 255 A
 DQ2563  PID         -  DQ2563
 DQ2563  STATE/COUNTY-  WI/BROWN
 DQ2563  COUNTRY     -  US
 DQ2563  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2563
 DQ2563                         *CURRENT SURVEY CONTROL
 DQ2563  ______________________________________________________________________
 DQ2563* NAD 83(1986) POSITION- 44 31 04.37   (N) 088 00 21.71   (W)   HD_HELD1
 DQ2563* NAVD 88 ORTHO HEIGHT -   181.184 (meters)      594.43  (feet) ADJUSTED
 DQ2563  ______________________________________________________________________
 DQ2563  GEOID HEIGHT    -        -36.241 (meters)                     GEOID18
 DQ2563  DYNAMIC HEIGHT  -        181.161 (meters)      594.36  (feet) COMP
 DQ2563  MODELED GRAVITY -    980,489.2   (mgal)                       NAVD 88
 DQ2563
 DQ2563  VERT ORDER      -  SECOND    CLASS I
 DQ2563
 DQ2563.The horizontal coordinates were determined by differentially corrected
 DQ2563.hand held GPS observations or other comparable positioning techniques
 DQ2563.and have an estimated accuracy of +/- 3 meters.
 DQ2563
 DQ2563.The orthometric height was determined by differential leveling and
 DQ2563.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2563.in February 2017.
 DQ2563
 DQ2563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2563.GEOID18 height accuracy estimate available here.
 DQ2563
 DQ2563.Click photographs - Photos may exist for this station.
 DQ2563
 DQ2563.The dynamic height is computed by dividing the NAVD 88
 DQ2563.geopotential number by the normal gravity value computed on the
 DQ2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2563.degrees latitude (g = 980.6199 gals.).
 DQ2563
 DQ2563.The modeled gravity was interpolated from observed gravity values.
 DQ2563
 DQ2563;                    North         East    Units  Estimated Accuracy
 DQ2563;SPC WI C     -    78,011.7     758,508.8     MT  (+/- 3 meters HH1 GPS) 
 DQ2563
 DQ2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2004729887(NAD 83)
 DQ2563
 DQ2563                          SUPERSEDED SURVEY CONTROL
 DQ2563
 DQ2563.No superseded survey control is available for this station.
 DQ2563
 DQ2563_MARKER: DD = SURVEY DISK
 DQ2563_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2563_SP_SET: BRIDGE ABUTMENT
 DQ2563_STAMPING: 5 255 A 2015
 DQ2563_MARK LOGO: WIDT
 DQ2563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2563+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 DQ2563
 DQ2563  HISTORY     - Date     Condition        Report By
 DQ2563  HISTORY     - 1983     MONUMENTED       WIDT
 DQ2563  HISTORY     - 20151007 GOOD             WIDT
 DQ2563  HISTORY     - 20190915 GOOD             USPSQD
 DQ2563
 DQ2563                          STATION DESCRIPTION
 DQ2563
 DQ2563'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2563'THE BENCH MARK IS LOCATED IN THE CITY OF GREEN BAY, ABOUT 15 MI (24.1
 DQ2563'KM) WEST OF LUXEMBURG AND 8 MI (12.9 KM) SOUTH OF SUAMICO.
 DQ2563'
 DQ2563'TO REACH THE BENCH MARK FROM THE JUNCTION OF BUSINESS US HIGHWAY 141
 DQ2563'AND STATE HIGHWAY 29 (MAIN STREET) WITH STATE HIGHWAY 54 AND STATE
 DQ2563'HIGHWAY 57 (MONROE AVENUE) IN DOWNTOWN GREEN BAY, GO NORTH ON STATE
 DQ2563'HIGHWAY 54 AND STATE HIGHWAY 57 (MONROE AVENUE) FOR 0.15 MI (0.2 KM)
 DQ2563'TO THE NORTHEAST END OF A BRIDGE OVER THE EAST RIVER AND THE BENCH
 DQ2563'MARK ON THE LEFT.
 DQ2563'
 DQ2563'THE BENCH MARK IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2563'SURVEY DISK SET IN THE NORTHEAST END OF THE NORTHWEST PARAPET WALL OF
 DQ2563'THE MONROE AVENUE BRIDGE B-05-255-83- OVER THE EAST RIVER, AND IS
 DQ2563'ABOUT 0.85 M (2.8 FT) HIGHER THAN THE SIDEWALK PAVEMENT.  THE BENCH
 DQ2563'MARK IS 15.1 M (49.5 FT) NORTH OF THE CENTERLINE OF MONROE AVENUE AND
 DQ2563'28.6 M (93.8 FT) WEST OF A FIRE HYDRANT.
 DQ2563'
 DQ2563'NOTE-THIS BENCH MARK IS OBSTRUCTED BY NEARBY TREES TO THE NORTH THAT
 DQ2563'EXTEND TO 25 DEGREES ABOVE THE HORIZON.
 DQ2563
 DQ2563                          STATION RECOVERY (2019)
 DQ2563
 DQ2563'RECOVERY NOTE BY US POWER SQUADRON 2019 (OJB)
 DQ2563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0503 ***********************************************************************
 PO0503  DESIGNATION -  5 CDS
 PO0503  PID         -  PO0503
 PO0503  STATE/COUNTY-  WI/WOOD
 PO0503  COUNTRY     -  US
 PO0503  USGS QUAD   -  BABCOCK (2018)
 PO0503
 PO0503                         *CURRENT SURVEY CONTROL
 PO0503  ______________________________________________________________________
 PO0503* NAD 83(1986) POSITION- 44 18 24.5    (N) 090 04 48.2    (W)   HD_HELD2
 PO0503* NAVD 88 ORTHO HEIGHT -   297.186 (meters)      975.02  (feet) ADJUSTED
 PO0503  ______________________________________________________________________
 PO0503  GEOID HEIGHT    -        -34.794 (meters)                     GEOID18
 PO0503  DYNAMIC HEIGHT  -        297.132 (meters)      974.84  (feet) COMP
 PO0503  MODELED GRAVITY -    980,430.0   (mgal)                       NAVD 88
 PO0503
 PO0503  VERT ORDER      -  SECOND    CLASS I
 PO0503
 PO0503.The horizontal coordinates were established by autonomous hand held GPS
 PO0503.observations and have an estimated accuracy of +/- 10 meters.
 PO0503
 PO0503.The orthometric height was determined by differential leveling and
 PO0503.adjusted by the WI DEPT OF TRANSP
 PO0503.in May 2012.
 PO0503
 PO0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0503.GEOID18 height accuracy estimate available here.
 PO0503
 PO0503.Click photographs - Photos may exist for this station.
 PO0503
 PO0503.The dynamic height is computed by dividing the NAVD 88
 PO0503.geopotential number by the normal gravity value computed on the
 PO0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0503.degrees latitude (g = 980.6199 gals.).
 PO0503
 PO0503.The modeled gravity was interpolated from observed gravity values.
 PO0503
 PO0503;                    North         East    Units  Estimated Accuracy
 PO0503;SPC WI C     -    52,615.      593,612.      MT  (+/- 10 meters HH2 GPS)
 PO0503
 PO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3289610097(NAD 83)
 PO0503
 PO0503                          SUPERSEDED SURVEY CONTROL
 PO0503
 PO0503  NAVD 88 (04/20/07)  297.171  (m)          974.97   (f) SUPERSEDED  2 1
 PO0503  NAVD 88 (06/15/91)  297.186  (m)          975.02   (f) SUPERSEDED  1 2
 PO0503
 PO0503.Superseded values are not recommended for survey control.
 PO0503
 PO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0503.See file dsdata.pdf to determine how the superseded data were derived.
 PO0503
 PO0503_MARKER: DD = SURVEY DISK
 PO0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0503_STAMPING: 975 5 CDS 1966
 PO0503_MARK LOGO: USGS
 PO0503_PROJECTION: FLUSH
 PO0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0503+STABILITY: SURFACE MOTION
 PO0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0503+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2010
 PO0503
 PO0503  HISTORY     - Date     Condition        Report By
 PO0503  HISTORY     - 1966     MONUMENTED       USGS
 PO0503  HISTORY     - 1985     GOOD             NGS
 PO0503  HISTORY     - 19940430 GOOD             USPSQD
 PO0503  HISTORY     - 19970815 GOOD             NGS
 PO0503  HISTORY     - 2004     GOOD             WIDT
 PO0503  HISTORY     - 20100921 GOOD             WIDT
 PO0503
 PO0503                          STATION DESCRIPTION
 PO0503
 PO0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0503'2.5 KM (1.55 MI) NE FROM BABCOCK.
 PO0503'2.5 KM (1.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 173 FROM ITS
 PO0503'JUNCTION WITH STATE HIGHWAY 80 IN BABCOCK, 40.8 M (133.9 FT) SOUTHEAST
 PO0503'OF THE CENTERLINE OF THE HIGHWAY, 28.3 M (92.8 FT) EAST OF RAILROAD
 PO0503'MILEPOST 34, 18.0 M (59.1 FT) EAST OF THE CENTER OF A DIRT ROAD
 PO0503'LEADING SOUTH, AND 15.1 M (49.5 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 PO0503'CHICAGO, MILWAUKEE, ST PAUL, AND PACIFIC RAILROAD.
 PO0503'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 PO0503'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 PO0503
 PO0503                          STATION RECOVERY (1994)
 PO0503
 PO0503'RECOVERY NOTE BY US POWER SQUADRON 1994
 PO0503'RECOVERED IN GOOD CONDITION.
 PO0503
 PO0503                          STATION RECOVERY (1997)
 PO0503
 PO0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0503'RECOVERED AS DESCRIBED.
 PO0503
 PO0503                          STATION RECOVERY (2004)
 PO0503
 PO0503'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 2.5 KM (1.55 MI) NORTHEAST
 PO0503'FROM BABCOCK. 2.5 KM (1.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 173
 PO0503'FROM ITS JUNCTION WITH STATE HIGHWAY 80 IN BABCOCK, 40.8 M (133.9 FT)
 PO0503'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28.3 M (92.8 FT) EAST OF
 PO0503'RAILROAD MILEPOST 34, 18.0 M (59.1 FT) EAST OF THE CENTER OF A DIRT
 PO0503'ROAD LEADING SOUTH, AND 15.1 M (49.5 FT) SOUTHEAST OF THE NEAR RAIL OF
 PO0503'THE CHICAGO, MILWAUKEE, ST PAUL, AND PACIFIC RAILROAD. THE MARK IS 0.6
 PO0503'M (2.0 FT) SOUTH FROM A WITNESS POST THE MARK IS ABOVE LEVEL WITH THE
 PO0503'TRACKS.
 PO0503'
 PO0503'RECOVERY NOTE BY US POWER SQUADRON 1994 RECOVERED IN GOOD CONDITION.
 PO0503'
 PO0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) RECOVERED AS
 PO0503'DESCRIBED.
 PO0503'
 PO0503'RECOVERED AS DESCRIBED.
 PO0503
 PO0503                          STATION RECOVERY (2010)
 PO0503
 PO0503'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PO0503'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.6 M SOUTH OF A
 PO0503'METAL WITNESS POST AND 0.6 M EAST OF A WHITE PLASTIC WITNESS POST.
 PO0503'NOTE---THE DIRT ROAD IN THE 1985 DESCRIPTION IS NAMED HAZELNUT TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0223 ***********************************************************************
 RM0223  DESIGNATION -  5 J
 RM0223  PID         -  RM0223
 RM0223  STATE/COUNTY-  WI/ASHLAND
 RM0223  COUNTRY     -  US
 RM0223  USGS QUAD   -  ASHLAND EAST (2018)
 RM0223
 RM0223                         *CURRENT SURVEY CONTROL
 RM0223  ______________________________________________________________________
 RM0223* NAD 83(1986) POSITION- 46 32 09.     (N) 090 51 01.     (W)   SCALED
 RM0223* NAVD 88 ORTHO HEIGHT -   221.800 (meters)      727.69  (feet) ADJUSTED
 RM0223  ______________________________________________________________________
 RM0223  GEOID HEIGHT    -        -31.508 (meters)                     GEOID18
 RM0223  DYNAMIC HEIGHT  -        221.806 (meters)      727.71  (feet) COMP
 RM0223  MODELED GRAVITY -    980,636.3   (mgal)                       NAVD 88
 RM0223
 RM0223  VERT ORDER      -  SECOND    CLASS 0
 RM0223
 RM0223.The horizontal coordinates were scaled from a map and have
 RM0223.an estimated accuracy of +/- 6 seconds.
 RM0223
 RM0223.The orthometric height was determined by differential leveling and
 RM0223.adjusted by the NATIONAL GEODETIC SURVEY
 RM0223.in June 1991.
 RM0223
 RM0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0223.GEOID18 height accuracy estimate available here.
 RM0223
 RM0223.Click photographs - Photos may exist for this station.
 RM0223
 RM0223.The dynamic height is computed by dividing the NAVD 88
 RM0223.geopotential number by the normal gravity value computed on the
 RM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0223.degrees latitude (g = 980.6199 gals.).
 RM0223
 RM0223.The modeled gravity was interpolated from observed gravity values.
 RM0223
 RM0223;                    North         East    Units  Estimated Accuracy
 RM0223;SPC WI N     -   152,530.      534,780.      MT  (+/- 180 meters Scaled)
 RM0223
 RM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM648558(NAD 83)
 RM0223
 RM0223                          SUPERSEDED SURVEY CONTROL
 RM0223
 RM0223  NGVD 29 (??/??/92)  221.814  (m)          727.73   (f) ADJ UNCH    2 0
 RM0223
 RM0223.Superseded values are not recommended for survey control.
 RM0223
 RM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0223.See file dsdata.pdf to determine how the superseded data were derived.
 RM0223
 RM0223_MARKER: P = PIPE CAP
 RM0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0223_STAMPING: PRIM TRAV STA NO 5 J WIS 1919
 RM0223_MARK LOGO: USGS
 RM0223_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0223
 RM0223  HISTORY     - Date     Condition        Report By
 RM0223  HISTORY     - 1919     MONUMENTED       USGS
 RM0223  HISTORY     - 1934     GOOD             CGS
 RM0223
 RM0223                          STATION DESCRIPTION
 RM0223
 RM0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0223'AT WHITE RIVER.
 RM0223'AT WHITE RIVER, ASHLAND COUNTY, 3 FEET NORTH OF THE MINNEAPOLIS,
 RM0223'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION SIGN, AND 12 FEET
 RM0223'EAST OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RM0223'CAP, STAMPED PRIM.TRAV.STA. NO. 5 J WIS. 1919 AND RIVETED ON
 RM0223'THE TOP OF A 3 1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0383 ***********************************************************************
 QN0383  DESIGNATION -  5 RLU
 QN0383  PID         -  QN0383
 QN0383  STATE/COUNTY-  WI/RUSK
 QN0383  COUNTRY     -  US
 QN0383  USGS QUAD   -  BRUCE (2018)
 QN0383
 QN0383                         *CURRENT SURVEY CONTROL
 QN0383  ______________________________________________________________________
 QN0383* NAD 83(1986) POSITION- 45 26 09.     (N) 091 21 36.     (W)   SCALED
 QN0383* NAVD 88 ORTHO HEIGHT -   342.884 (meters)     1124.95  (feet) ADJUSTED
 QN0383  ______________________________________________________________________
 QN0383  GEOID HEIGHT    -        -30.256 (meters)                     GEOID18
 QN0383  DYNAMIC HEIGHT  -        342.866 (meters)     1124.89  (feet) COMP
 QN0383  MODELED GRAVITY -    980,554.0   (mgal)                       NAVD 88
 QN0383
 QN0383  VERT ORDER      -  FIRST     CLASS II
 QN0383
 QN0383.The horizontal coordinates were scaled from a map and have
 QN0383.an estimated accuracy of +/- 6 seconds.
 QN0383
 QN0383.The orthometric height was determined by differential leveling and
 QN0383.adjusted by the NATIONAL GEODETIC SURVEY
 QN0383.in June 1991.
 QN0383
 QN0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0383.GEOID18 height accuracy estimate available here.
 QN0383
 QN0383.Click photographs - Photos may exist for this station.
 QN0383
 QN0383.The dynamic height is computed by dividing the NAVD 88
 QN0383.geopotential number by the normal gravity value computed on the
 QN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0383.degrees latitude (g = 980.6199 gals.).
 QN0383
 QN0383.The modeled gravity was interpolated from observed gravity values.
 QN0383
 QN0383;                    North         East    Units  Estimated Accuracy
 QN0383;SPC WI C     -   178,970.      493,590.      MT  (+/- 180 meters Scaled)
 QN0383
 QN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL282326(NAD 83)
 QN0383
 QN0383                          SUPERSEDED SURVEY CONTROL
 QN0383
 QN0383.No superseded survey control is available for this station.
 QN0383
 QN0383_MARKER: DB = BENCH MARK DISK
 QN0383_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 QN0383_SP_SET: UNSPECIFIED DEEP
 QN0383_STAMPING: 5 RLU 1971
 QN0383_MARK LOGO: USGS
 QN0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0383+STABILITY: SURFACE MOTION
 QN0383
 QN0383  HISTORY     - Date     Condition        Report By
 QN0383  HISTORY     - 1971     MONUMENTED       USGS
 QN0383  HISTORY     - 1980     GOOD             NGS
 QN0383  HISTORY     - 1987     GOOD             USPSQD
 QN0383  HISTORY     - 20040921 MARK NOT FOUND   WIDT
 QN0383
 QN0383                          STATION DESCRIPTION
 QN0383
 QN0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0383'7.1 KM WEST FROM BRUCE.
 QN0383'7.1 KM (4.4 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF STATE
 QN0383'HIGHWAY 40 IN BRUCE, ALSO 4.9 KM (3.05 MI) EAST ALONG U.S. HIGHWAY 8
 QN0383'FROM THE JUNCTION OF COUNTY ROAD F IN WEYERHAUSER, AT THE JUNCTION OF
 QN0383'HUTCHISON ROAD LEADING NORTH, 19.2 M (63.3 FT) NORTH OF THE CENTERLINE
 QN0383'OF THE HIGHWAY, 19.0 M (62.7 FT) WEST OF THE CENTERLINE OF THE ROAD,
 QN0383'11.4 FT SOUTH OF THE SOUTH RAIL OF THE SOO LINE RAILROAD.
 QN0383'NOTE-INSUFFICIENT DATA AVAILABLE TO DETERMINE THE DEPTH OF THIS ROD.
 QN0383'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QN0383'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QN0383
 QN0383                          STATION RECOVERY (1987)
 QN0383
 QN0383'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 QN0383'RECOVERED IN GOOD CONDITION.
 QN0383
 QN0383                          STATION RECOVERY (2004)
 QN0383
 QN0383'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0383'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5195 ***********************************************************************
 DK5195  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5195  DESIGNATION -  5 SUMNER W GPS
 DK5195  PID         -  DK5195
 DK5195  STATE/COUNTY-  WI/TREMPEALEAU
 DK5195  COUNTRY     -  US
 DK5195  USGS QUAD   -  STRUM SE (2018)
 DK5195
 DK5195                         *CURRENT SURVEY CONTROL
 DK5195  ______________________________________________________________________
 DK5195* NAD 83(2011) POSITION- 44 32 54.06597(N) 091 15 12.94803(W)   ADJUSTED
 DK5195* NAD 83(2011) ELLIP HT-   262.766 (meters)        (06/27/12)   ADJUSTED
 DK5195* NAD 83(2011) EPOCH   -  2010.00
 DK5195* NAVD 88 ORTHO HEIGHT -   294.18  (meters)      965.2   (feet) GPS OBS
 DK5195  ______________________________________________________________________
 DK5195  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5195  GEOID HEIGHT    -        -31.410 (meters)                     GEOID12A
 DK5195  GEOID HEIGHT    -        -31.404 (meters)                     GEOID18
 DK5195  NAD 83(2011) X  -    -99,611.711 (meters)                     COMP
 DK5195  NAD 83(2011) Y  - -4,552,038.167 (meters)                     COMP
 DK5195  NAD 83(2011) Z  -  4,451,903.197 (meters)                     COMP
 DK5195  LAPLACE CORR    -         -8.03  (seconds)                    DEFLEC18
 DK5195
 DK5195  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5195  Standards:
 DK5195         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5195            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5195  -------------------------------------------------------------------
 DK5195  NETWORK    0.41   0.37           0.19   0.14   0.19      0.05092330
 DK5195  -------------------------------------------------------------------
 DK5195  Click here for local accuracies and other accuracy information.
 DK5195
 DK5195.The horizontal coordinates were established by GPS observations
 DK5195.and adjusted by the National Geodetic Survey in June 2012.
 DK5195
 DK5195.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5195.been affixed to the stable North American tectonic plate. See 
 DK5195.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5195
 DK5195.The horizontal coordinates are valid at the epoch date displayed above
 DK5195.which is a decimal equivalence of Year/Month/Day.
 DK5195
 DK5195.The orthometric height was determined by GPS observations and a
 DK5195.high-resolution geoid model using precise GPS observation and
 DK5195.processing techniques.
 DK5195
 DK5195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5195.GEOID18 height accuracy estimate available here.
 DK5195
 DK5195.Click photographs - Photos may exist for this station.
 DK5195
 DK5195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5195
 DK5195.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5195
 DK5195.The ellipsoidal height was determined by GPS observations
 DK5195.and is referenced to NAD 83.
 DK5195
 DK5195. The following values were computed from the NAD 83(2011) position.
 DK5195
 DK5195;                    North         East     Units Scale Factor Converg.
 DK5195;SPC WI C     -    80,220.256   500,392.679   MT  0.99995698   -0 53 04.2
 DK5195;SPC WI C     -   263,189.29  1,641,704.98   sFT  0.99995698   -0 53 04.2
 DK5195;UTM  15      - 4,934,263.310   638,720.716   MT  0.99983665   +1 13 31.1
 DK5195
 DK5195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5195!SPC WI C     -   0.99995880  x   0.99995698  =   0.99991578
 DK5195!UTM  15      -   0.99995880  x   0.99983665  =   0.99979546
 DK5195
 DK5195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3872034263(NAD 83)
 DK5195
 DK5195                          SUPERSEDED SURVEY CONTROL
 DK5195
 DK5195  NAD 83(2007)-  44 32 54.06618(N)    091 15 12.94895(W) AD(2002.00) 1
 DK5195  ELLIP H (07/29/08)  262.794  (m)                       GP(2002.00) 3 1
 DK5195  NAVD 88 (07/29/08)  294.16   (m)  GEOID03  model used  GPS OBS        
 DK5195
 DK5195.Superseded values are not recommended for survey control.
 DK5195
 DK5195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5195.See file dsdata.pdf to determine how the superseded data were derived.
 DK5195
 DK5195_MARKER: DD = SURVEY DISK
 DK5195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5195_STAMPING: 5 SUMNER W GPS 1995
 DK5195_MARK LOGO: WI-121
 DK5195_PROJECTION: FLUSH
 DK5195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5195+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2011
 DK5195
 DK5195  HISTORY     - Date     Condition        Report By
 DK5195  HISTORY     - 1995     MONUMENTED       WI-121
 DK5195  HISTORY     - 20061031 GOOD             WIDT
 DK5195  HISTORY     - 20110919 GOOD             WIDT
 DK5195
 DK5195                          STATION DESCRIPTION
 DK5195
 DK5195'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5195'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 AND US HIGHWAY
 DK5195'53 NORTH (TENTH STREET) WITH US HIGHWAY 53 SOUTH (HARMONY STREET) IN
 DK5195'THE CITY OF OSSEO, GO SOUTH ON US HIGHWAY 53 (HARMONY STREET) FOR 2.05
 DK5195'MI (3.3 KM) TO COUNTY HIGHWAY H ON THE RIGHT, TURN RIGHT AND GO WEST
 DK5195'ON COUNTY HIGHWAY H FOR 1.0 MI (1.6 KM) TO A LEFT CURVE IN THE HIGHWAY
 DK5195'AND COUNTY HIGHWAY O NORTH ON THE RIGHT, CURVE LEFT AND CONTINUE
 DK5195'SOUTHWEST ON COUNTY HIGHWAY H AND COUNTY HIGHWAY O SOUTH FOR 0.3 MI
 DK5195'(0.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DK5195'TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DK5195'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5195'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DK5195'7.8 M (25.6 FT) NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY H AND
 DK5195'COUNTY HIGHWAY O, 40.6 M (133.2 FT) SOUTHWEST OF A TELEPHONE PEDESTAL
 DK5195'--16 23--, 6 M (19.7 FT) SOUTHWEST OF A FIELD ENTRANCE, AND 1.0 M (3.3
 DK5195'FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DK5195'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DK5195'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5195
 DK5195                          STATION RECOVERY (2011)
 DK5195
 DK5195'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0100 ***********************************************************************
 OM0100  DESIGNATION -  50
 OM0100  PID         -  OM0100
 OM0100  STATE/COUNTY-  WI/WAUKESHA
 OM0100  COUNTRY     -  US
 OM0100  USGS QUAD   -  OCONOMOWOC EAST (2018)
 OM0100
 OM0100                         *CURRENT SURVEY CONTROL
 OM0100  ______________________________________________________________________
 OM0100* NAD 83(1986) POSITION- 43 06 07.     (N) 088 22 56.     (W)   SCALED
 OM0100* NAVD 88 ORTHO HEIGHT -   284.945 (meters)      934.86  (feet) ADJUSTED
 OM0100  ______________________________________________________________________
 OM0100  GEOID HEIGHT    -        -34.628 (meters)                     GEOID18
 OM0100  DYNAMIC HEIGHT  -        284.871 (meters)      934.61  (feet) COMP
 OM0100  MODELED GRAVITY -    980,353.1   (mgal)                       NAVD 88
 OM0100
 OM0100  VERT ORDER      -  SECOND    CLASS 0
 OM0100
 OM0100.The horizontal coordinates were scaled from a map and have
 OM0100.an estimated accuracy of +/- 6 seconds.
 OM0100
 OM0100.The orthometric height was determined by differential leveling and
 OM0100.adjusted by the NATIONAL GEODETIC SURVEY
 OM0100.in June 1991.
 OM0100
 OM0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0100.GEOID18 height accuracy estimate available here.
 OM0100
 OM0100.Click photographs - Photos may exist for this station.
 OM0100
 OM0100.The dynamic height is computed by dividing the NAVD 88
 OM0100.geopotential number by the normal gravity value computed on the
 OM0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0100.degrees latitude (g = 980.6199 gals.).
 OM0100
 OM0100.The modeled gravity was interpolated from observed gravity values.
 OM0100
 OM0100;                    North         East    Units  Estimated Accuracy
 OM0100;SPC WI S     -   123,690.      731,680.      MT  (+/- 180 meters Scaled)
 OM0100
 OM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN875730(NAD 83)
 OM0100
 OM0100                          SUPERSEDED SURVEY CONTROL
 OM0100
 OM0100  NGVD 29 (??/??/92)  285.010  (m)          935.07   (f) ADJ UNCH    2 0
 OM0100
 OM0100.Superseded values are not recommended for survey control.
 OM0100
 OM0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0100.See file dsdata.pdf to determine how the superseded data were derived.
 OM0100
 OM0100_MARKER: DD = SURVEY DISK
 OM0100_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OM0100_STAMPING: 50
 OM0100_MARK LOGO: CGS+SS
 OM0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0100
 OM0100  HISTORY     - Date     Condition        Report By
 OM0100  HISTORY     - 1934     MONUMENTED       WIGS
 OM0100  HISTORY     - 1934     GOOD             CGS
 OM0100  HISTORY     - 1956     GOOD             CGS
 OM0100  HISTORY     - 20060902 MARK NOT FOUND   USPSQD
 OM0100
 OM0100                          STATION DESCRIPTION
 OM0100
 OM0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0100'1.6 MI W FROM HARTLAND.
 OM0100'1.6 MILES WEST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0100'PACIFIC RAILROAD 8 1/2 POLES EAST OF MILEPOST 112, 28 FEET
 OM0100'EAST OF THE CENTER LINE OF PUBLIC ROAD CROSSING, THENCE 15 FEET
 OM0100'SOUTH OF THE CENTER LINE OF THE SOUTH TRACK, 1 FOOT BELOW RAIL
 OM0100'LEVEL.
 OM0100
 OM0100                          STATION RECOVERY (1956)
 OM0100
 OM0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 OM0100'RECOVERED IN GOOD CONDITION.
 OM0100
 OM0100                          STATION RECOVERY (2006)
 OM0100
 OM0100'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0100'THE STATION WAS NOT RECOVERED.  THE PUBLIC ROAD (NAGAWICKA ROAD) NO
 OM0100'LONGER CROSSES THE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4951 ***********************************************************************
 DJ4951  DESIGNATION -  50 ETTRICK S GPS
 DJ4951  PID         -  DJ4951
 DJ4951  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4951  COUNTRY     -  US
 DJ4951  USGS QUAD   -  HEGG (2018)
 DJ4951
 DJ4951                         *CURRENT SURVEY CONTROL
 DJ4951  ______________________________________________________________________
 DJ4951* NAD 83(2011) POSITION- 44 09 04.80362(N) 091 13 41.56883(W)   ADJUSTED
 DJ4951* NAD 83(2011) ELLIP HT-   211.610 (meters)        (06/27/12)   ADJUSTED
 DJ4951* NAD 83(2011) EPOCH   -  2010.00
 DJ4951* NAVD 88 ORTHO HEIGHT -   243.338 (meters)      798.35  (feet) ADJUSTED
 DJ4951  ______________________________________________________________________
 DJ4951  GEOID HEIGHT    -        -31.728 (meters)                     GEOID18
 DJ4951  NAD 83(2011) X  -    -98,255.325 (meters)                     COMP
 DJ4951  NAD 83(2011) Y  - -4,582,878.163 (meters)                     COMP
 DJ4951  NAD 83(2011) Z  -  4,420,319.500 (meters)                     COMP
 DJ4951  LAPLACE CORR    -         -7.95  (seconds)                    DEFLEC18
 DJ4951  DYNAMIC HEIGHT  -        243.300 (meters)      798.23  (feet) COMP
 DJ4951  MODELED GRAVITY -    980,455.8   (mgal)                       NAVD 88
 DJ4951
 DJ4951  VERT ORDER      -  SECOND    CLASS I
 DJ4951
 DJ4951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4951  Standards:
 DJ4951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4951  -------------------------------------------------------------------
 DJ4951  NETWORK    0.26   0.27           0.12   0.09   0.14      0.11237055
 DJ4951  -------------------------------------------------------------------
 DJ4951  Click here for local accuracies and other accuracy information.
 DJ4951
 DJ4951.The horizontal coordinates were established by GPS observations
 DJ4951.and adjusted by the National Geodetic Survey in June 2012.
 DJ4951
 DJ4951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4951.been affixed to the stable North American tectonic plate. See 
 DJ4951.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4951
 DJ4951.The horizontal coordinates are valid at the epoch date displayed above
 DJ4951.which is a decimal equivalence of Year/Month/Day.
 DJ4951
 DJ4951.The orthometric height was determined by differential leveling and
 DJ4951.adjusted by the WI DEPT OF TRANSP
 DJ4951.in May 2012.
 DJ4951
 DJ4951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4951.GEOID18 height accuracy estimate available here.
 DJ4951
 DJ4951.Click photographs - Photos may exist for this station.
 DJ4951
 DJ4951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4951
 DJ4951.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4951
 DJ4951.The ellipsoidal height was determined by GPS observations
 DJ4951.and is referenced to NAD 83.
 DJ4951
 DJ4951.The dynamic height is computed by dividing the NAVD 88
 DJ4951.geopotential number by the normal gravity value computed on the
 DJ4951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4951.degrees latitude (g = 980.6199 gals.).
 DJ4951
 DJ4951.The modeled gravity was interpolated from observed gravity values.
 DJ4951
 DJ4951. The following values were computed from the NAD 83(2011) position.
 DJ4951
 DJ4951;                    North         East     Units Scale Factor Converg.
 DJ4951;SPC WI C     -    36,078.964   501,742.174   MT  1.00002012   -0 51 59.8
 DJ4951;SPC WI C     -   118,369.07  1,646,132.45   sFT  1.00002012   -0 51 59.8
 DJ4951;UTM  15      - 4,890,207.688   641,690.544   MT  0.99984691   +1 14 03.7
 DJ4951
 DJ4951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4951!SPC WI C     -   0.99996682  x   1.00002012  =   0.99998694
 DJ4951!UTM  15      -   0.99996682  x   0.99984691  =   0.99981374
 DJ4951
 DJ4951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4169090207(NAD 83)
 DJ4951
 DJ4951                          SUPERSEDED SURVEY CONTROL
 DJ4951
 DJ4951  NAD 83(2007)-  44 09 04.80374(N)    091 13 41.56965(W) AD(2002.00) B
 DJ4951  ELLIP H (07/29/08)  211.649  (m)                       GP(2002.00) 4 1
 DJ4951  NAVD 88             243.33   (m)          798.3    (f) LEVELING    3  
 DJ4951  NAVD 88 (07/08/08)  243.330  (m)          798.33   (f) SUPERSEDED  2 1
 DJ4951
 DJ4951.Superseded values are not recommended for survey control.
 DJ4951
 DJ4951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4951.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4951
 DJ4951_MARKER: DD = SURVEY DISK
 DJ4951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4951_STAMPING: 50 ETTRICK S GPS 1995
 DJ4951_MARK LOGO: WI-121
 DJ4951_PROJECTION: FLUSH
 DJ4951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4951+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2011
 DJ4951
 DJ4951  HISTORY     - Date     Condition        Report By
 DJ4951  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4951  HISTORY     - 20061009 GOOD             WIDT
 DJ4951  HISTORY     - 20110922 GOOD             WIDT
 DJ4951
 DJ4951                          STATION DESCRIPTION
 DJ4951
 DJ4951'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4951'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DJ4951'HIGHWAY DD TO THE SOUTH AND CALLAHAN LANE TO THE NORTH ABOUT 1 MI (1.6
 DJ4951'KM) SOUTHEAST OF THE VILLAGE OF ETTRICK, GO SOUTHEAST ON COUNTY
 DJ4951'HIGHWAY D FOR 0.4 MI (0.6 KM) TO WHALEN ROAD ON THE LEFT, CONTINUE
 DJ4951'SOUTHEAST ON COUNTY HIGHWAY D FOR 0.7 MI (1.1 KM) TO THE STATION ON
 DJ4951'THE RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC
 DJ4951'CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER
 DJ4951'CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DJ4951'HIGHWAY PAVEMENT.  THE STATION IS 8.8 M (28.9 FT) SOUTHWEST OF THE
 DJ4951'CENTERLINE OF COUNTY HIGHWAY D, 37.4 M (122.7 FT) WEST OF A POWER POLE
 DJ4951'--8117AA81--, 27.6 M (90.6 FT) SOUTHEAST OF A WOOD POST FOR A --NO
 DJ4951'PASSING ZONE-- SIGN, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST
 DJ4951'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4951'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4951'HORIZON.
 DJ4951
 DJ4951                          STATION RECOVERY (2011)
 DJ4951
 DJ4951'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9940 ***********************************************************************
 AF9940  DESIGNATION -  500 CHITTAMO
 AF9940  PID         -  AF9940
 AF9940  STATE/COUNTY-  WI/WASHBURN
 AF9940  COUNTRY     -  US
 AF9940  USGS QUAD   -  CHITTAMO (2018)
 AF9940
 AF9940                         *CURRENT SURVEY CONTROL
 AF9940  ______________________________________________________________________
 AF9940* NAD 83(2011) POSITION- 46 08 09.57933(N) 091 40 30.71416(W)   ADJUSTED
 AF9940* NAD 83(2011) ELLIP HT-   311.247 (meters)        (06/27/12)   ADJUSTED
 AF9940* NAD 83(2011) EPOCH   -  2010.00
 AF9940* NAVD 88 ORTHO HEIGHT -   338.7   (meters)     1111.    (feet) GPS OBS
 AF9940  ______________________________________________________________________
 AF9940  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9940  GEOID HEIGHT    -        -27.427 (meters)                     GEOID96
 AF9940  GEOID HEIGHT    -        -27.463 (meters)                     GEOID18
 AF9940  NAD 83(2011) X  -   -129,435.972 (meters)                     COMP
 AF9940  NAD 83(2011) Y  - -4,425,757.363 (meters)                     COMP
 AF9940  NAD 83(2011) Z  -  4,575,959.572 (meters)                     COMP
 AF9940  LAPLACE CORR    -         -7.09  (seconds)                    DEFLEC18
 AF9940
 AF9940  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9940  Standards:
 AF9940         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9940            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9940  -------------------------------------------------------------------
 AF9940  NETWORK    0.45   1.88           0.21   0.14   0.96      0.10999824
 AF9940  -------------------------------------------------------------------
 AF9940  Click here for local accuracies and other accuracy information.
 AF9940
 AF9940.The horizontal coordinates were established by GPS observations
 AF9940.and adjusted by the National Geodetic Survey in June 2012.
 AF9940
 AF9940.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9940.been affixed to the stable North American tectonic plate. See 
 AF9940.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9940
 AF9940.The horizontal coordinates are valid at the epoch date displayed above
 AF9940.which is a decimal equivalence of Year/Month/Day.
 AF9940
 AF9940.The orthometric height was determined by GPS observations and a
 AF9940.high-resolution geoid model.
 AF9940
 AF9940.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9940.GEOID18 height accuracy estimate available here.
 AF9940
 AF9940.Click photographs - Photos may exist for this station.
 AF9940
 AF9940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9940
 AF9940.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9940
 AF9940.The ellipsoidal height was determined by GPS observations
 AF9940.and is referenced to NAD 83.
 AF9940
 AF9940. The following values were computed from the NAD 83(2011) position.
 AF9940
 AF9940;                    North         East     Units Scale Factor Converg.
 AF9940;SPC WI N     -   109,100.151   470,568.543   MT  0.99994550   -1 12 30.4
 AF9940;SPC WI N     -   357,939.41  1,543,856.96   sFT  0.99994550   -1 12 30.4
 AF9940;UTM  15      - 5,110,010.606   602,330.498   MT  0.99972873   +0 57 18.9
 AF9940
 AF9940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9940!SPC WI N     -   0.99995121  x   0.99994550  =   0.99989671
 AF9940!UTM  15      -   0.99995121  x   0.99972873  =   0.99967995
 AF9940
 AF9940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0233010010(NAD 83)
 AF9940
 AF9940                          SUPERSEDED SURVEY CONTROL
 AF9940
 AF9940  NAD 83(2007)-  46 08 09.57945(N)    091 40 30.71484(W) AD(2002.00) 0
 AF9940  ELLIP H (02/10/07)  311.280  (m)                       GP(2002.00)    
 AF9940  NAD 83(1997)-  46 08 09.57955(N)    091 40 30.71545(W) AD(       ) 1
 AF9940  ELLIP H (12/26/02)  311.296  (m)                       GP(       ) 3 2
 AF9940  NAD 83(1991)-  46 08 09.57932(N)    091 40 30.71413(W) AD(       ) 1
 AF9940  ELLIP H (04/30/98)  311.296  (m)                       GP(       ) 3 2
 AF9940
 AF9940.Superseded values are not recommended for survey control.
 AF9940
 AF9940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9940.See file dsdata.pdf to determine how the superseded data were derived.
 AF9940
 AF9940_MARKER: DE = TRAVERSE STATION DISK
 AF9940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9940_STAMPING: CHITTAMO 500 RWR 1996
 AF9940_MARK LOGO: WI-129
 AF9940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9940+STABILITY: SURFACE MOTION
 AF9940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9940+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9940
 AF9940  HISTORY     - Date     Condition        Report By
 AF9940  HISTORY     - 1996     MONUMENTED       WI-129
 AF9940
 AF9940                          STATION DESCRIPTION
 AF9940
 AF9940'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AF9940'STATION LIES EAST OF MINONG AND NORTH OF STH 77 NEAR THE EAST QUARTER
 AF9940'SECTION CORNER OF SECTION 12, TOWNSHIP 42 NORTH OF RANGE 11 WEST.
 AF9940'STATION LIES 40 FEET (12.2 M) WEST OF COLTON DAM ROAD 2 MILES (3.2 KM)
 AF9940'EAST OF THE INTERSECTION OF CTH G.  AT NORTH END OF CURVE AS ROAD
 AF9940'TURNS NORTH ALONG THE EAST EDGE OF MARSH.  STATION LIES 3 FEET (0.9 M)
 AF9940'WEST OF A COUNTY SURVEYOR SIGN AND ABOUT 50 FEET (15.2 M) NORTH OF A
 AF9940'SMALL MARSH.  MONUMENT IS A 4 INCH DIAMETER BRONZE DISK ATTACHED TO A
 AF9940'5 FOOT (1.5 M) LONG REBAR SET FLUSH IN A 10 INCH DIAMETER BY 6.3 FOOT
 AF9940'(1.9 M) LONG CONCRETE CYLINDER
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9939 ***********************************************************************
 AF9939  DESIGNATION -  501 BEAN BROOK
 AF9939  PID         -  AF9939
 AF9939  STATE/COUNTY-  WI/WASHBURN
 AF9939  COUNTRY     -  US
 AF9939  USGS QUAD   -  SPRINGBROOK (2019)
 AF9939
 AF9939                         *CURRENT SURVEY CONTROL
 AF9939  ______________________________________________________________________
 AF9939* NAD 83(2011) POSITION- 45 54 27.45792(N) 091 39 42.21880(W)   ADJUSTED
 AF9939* NAD 83(2011) ELLIP HT-   315.442 (meters)        (06/27/12)   ADJUSTED
 AF9939* NAD 83(2011) EPOCH   -  2010.00
 AF9939* NAVD 88 ORTHO HEIGHT -   344.4   (meters)     1130.    (feet) GPS OBS
 AF9939  ______________________________________________________________________
 AF9939  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9939  GEOID HEIGHT    -        -28.874 (meters)                     GEOID96
 AF9939  GEOID HEIGHT    -        -28.967 (meters)                     GEOID18
 AF9939  NAD 83(2011) X  -   -128,925.216 (meters)                     COMP
 AF9939  NAD 83(2011) Y  - -4,444,049.788 (meters)                     COMP
 AF9939  NAD 83(2011) Z  -  4,558,335.898 (meters)                     COMP
 AF9939  LAPLACE CORR    -         -5.49  (seconds)                    DEFLEC18
 AF9939
 AF9939  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9939  Standards:
 AF9939         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9939            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9939  -------------------------------------------------------------------
 AF9939  NETWORK    0.39   1.25           0.18   0.13   0.64      0.08293325
 AF9939  -------------------------------------------------------------------
 AF9939  Click here for local accuracies and other accuracy information.
 AF9939
 AF9939.The horizontal coordinates were established by GPS observations
 AF9939.and adjusted by the National Geodetic Survey in June 2012.
 AF9939
 AF9939.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9939.been affixed to the stable North American tectonic plate. See 
 AF9939.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9939
 AF9939.The horizontal coordinates are valid at the epoch date displayed above
 AF9939.which is a decimal equivalence of Year/Month/Day.
 AF9939
 AF9939.The orthometric height was determined by GPS observations and a
 AF9939.high-resolution geoid model.
 AF9939
 AF9939.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9939.GEOID18 height accuracy estimate available here.
 AF9939
 AF9939.Click photographs - Photos may exist for this station.
 AF9939
 AF9939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9939
 AF9939.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9939
 AF9939.The ellipsoidal height was determined by GPS observations
 AF9939.and is referenced to NAD 83.
 AF9939
 AF9939. The following values were computed from the NAD 83(2011) position.
 AF9939
 AF9939;                    North         East     Units Scale Factor Converg.
 AF9939;SPC WI N     -    83,701.733   471,078.203   MT  0.99995560   -1 11 55.4
 AF9939;SPC WI N     -   274,611.44  1,545,529.07   sFT  0.99995560   -1 11 55.4
 AF9939;UTM  15      - 5,084,655.037   603,797.561   MT  0.99973245   +0 57 40.5
 AF9939
 AF9939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9939!SPC WI N     -   0.99995055  x   0.99995560  =   0.99990615
 AF9939!UTM  15      -   0.99995055  x   0.99973245  =   0.99968301
 AF9939
 AF9939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0379784655(NAD 83)
 AF9939
 AF9939                          SUPERSEDED SURVEY CONTROL
 AF9939
 AF9939  NAD 83(2007)-  45 54 27.45798(N)    091 39 42.21943(W) AD(2002.00) 0
 AF9939  ELLIP H (02/10/07)  315.477  (m)                       GP(2002.00)    
 AF9939  NAD 83(1997)-  45 54 27.45802(N)    091 39 42.22017(W) AD(       ) 1
 AF9939  ELLIP H (12/26/02)  315.489  (m)                       GP(       ) 3 2
 AF9939  NAD 83(1991)-  45 54 27.45767(N)    091 39 42.21874(W) AD(       ) 1
 AF9939  ELLIP H (04/30/98)  315.501  (m)                       GP(       ) 3 2
 AF9939
 AF9939.Superseded values are not recommended for survey control.
 AF9939
 AF9939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9939.See file dsdata.pdf to determine how the superseded data were derived.
 AF9939
 AF9939_MARKER: DE = TRAVERSE STATION DISK
 AF9939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9939_STAMPING: BEAN BROOK 501 RWR 1996
 AF9939_MARK LOGO: WI-129
 AF9939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9939+STABILITY: SURFACE MOTION
 AF9939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9939+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9939
 AF9939  HISTORY     - Date     Condition        Report By
 AF9939  HISTORY     - 1996     MONUMENTED       WI-129
 AF9939
 AF9939                          STATION DESCRIPTION
 AF9939
 AF9939'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AF9939'STATION IS NORTHWEST OF SPOONER AND ABOUT 3 MILES (4.8 KM) SOUTH OF
 AF9939'SPRINGBROOK AT THE NORTHWEST CORNER OF THE INTERSECTION OF CTH E AND
 AF9939'CTH M.  STATION LIES ALONGSIDE THE SOUTH EDGE OF A CHRISTMAS TREE
 AF9939'PLANTATION 97 FEET (29.6 M) WEST OF THE CENTER LINE OF CTH M AND 43
 AF9939'NORTH OF THE CENTER LINE OF CTH E.  STATION IS 3 FEET (0.9 M) SOUTH OF
 AF9939'COUNTY SURVEYOR SIGN.  MONUMENT IS A 4 INCH DIAMETER BRONZE DISK
 AF9939'ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET FLUSH IN A 10 INCH
 AF9939'DIAMETER BY 6.3 FOOT (1.9 M) LONG CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9545 ***********************************************************************
 AG9545  DESIGNATION -  502 FIVE MILE
 AG9545  PID         -  AG9545
 AG9545  STATE/COUNTY-  WI/WASHBURN
 AG9545  COUNTRY     -  US
 AG9545  USGS QUAD   -  FROG LAKE (2019)
 AG9545
 AG9545                         *CURRENT SURVEY CONTROL
 AG9545  ______________________________________________________________________
 AG9545* NAD 83(2011) POSITION- 46 06 52.11110(N) 092 00 25.01961(W)   ADJUSTED
 AG9545* NAD 83(2011) ELLIP HT-   290.389 (meters)        (06/27/12)   ADJUSTED
 AG9545* NAD 83(2011) EPOCH   -  2010.00
 AG9545* NAVD 88 ORTHO HEIGHT -   317.2   (meters)     1041.    (feet) GPS OBS
 AG9545  ______________________________________________________________________
 AG9545  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9545  GEOID HEIGHT    -        -26.742 (meters)                     GEOID96
 AG9545  GEOID HEIGHT    -        -26.779 (meters)                     GEOID18
 AG9545  NAD 83(2011) X  -   -155,119.365 (meters)                     COMP
 AG9545  NAD 83(2011) Y  - -4,426,642.526 (meters)                     COMP
 AG9545  NAD 83(2011) Z  -  4,574,286.660 (meters)                     COMP
 AG9545  LAPLACE CORR    -         -5.99  (seconds)                    DEFLEC18
 AG9545
 AG9545  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9545  Standards:
 AG9545         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9545            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9545  -------------------------------------------------------------------
 AG9545  NETWORK    0.45   2.27           0.21   0.15   1.16      0.06662535
 AG9545  -------------------------------------------------------------------
 AG9545  Click here for local accuracies and other accuracy information.
 AG9545
 AG9545.The horizontal coordinates were established by GPS observations
 AG9545.and adjusted by the National Geodetic Survey in June 2012.
 AG9545
 AG9545.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9545.been affixed to the stable North American tectonic plate. See 
 AG9545.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9545
 AG9545.The horizontal coordinates are valid at the epoch date displayed above
 AG9545.which is a decimal equivalence of Year/Month/Day.
 AG9545
 AG9545.The orthometric height was determined by GPS observations and a
 AG9545.high-resolution geoid model.
 AG9545
 AG9545.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9545.GEOID18 height accuracy estimate available here.
 AG9545
 AG9545.Click photographs - Photos may exist for this station.
 AG9545
 AG9545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9545
 AG9545.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9545
 AG9545.The ellipsoidal height was determined by GPS observations
 AG9545.and is referenced to NAD 83.
 AG9545
 AG9545. The following values were computed from the NAD 83(2011) position.
 AG9545
 AG9545;                    North         East     Units Scale Factor Converg.
 AG9545;SPC WI N     -   107,303.269   444,880.881   MT  0.99994578   -1 26 51.9
 AG9545;SPC WI N     -   352,044.14  1,459,580.02   sFT  0.99994578   -1 26 51.9
 AG9545;UTM  15      - 5,107,245.909   576,735.294   MT  0.99967238   +0 42 56.7
 AG9545
 AG9545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9545!SPC WI N     -   0.99995448  x   0.99994578  =   0.99990026
 AG9545!UTM  15      -   0.99995448  x   0.99967238  =   0.99962687
 AG9545
 AG9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7673507245(NAD 83)
 AG9545
 AG9545                          SUPERSEDED SURVEY CONTROL
 AG9545
 AG9545  NAD 83(2007)-  46 06 52.11122(N)    092 00 25.02025(W) AD(2002.00) 0
 AG9545  ELLIP H (02/10/07)  290.428  (m)                       GP(2002.00)    
 AG9545  NAD 83(1997)-  46 06 52.11130(N)    092 00 25.02085(W) AD(       ) 1
 AG9545  ELLIP H (12/26/02)  290.454  (m)                       GP(       ) 3 2
 AG9545  NAD 83(1991)-  46 06 52.11106(N)    092 00 25.01937(W) AD(       ) 1
 AG9545  ELLIP H (04/30/98)  290.467  (m)                       GP(       ) 3 2
 AG9545
 AG9545.Superseded values are not recommended for survey control.
 AG9545
 AG9545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9545.See file dsdata.pdf to determine how the superseded data were derived.
 AG9545
 AG9545_MARKER: DE = TRAVERSE STATION DISK
 AG9545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9545_STAMPING: FIVE MILE 502 RWR 1996
 AG9545_MARK LOGO: WI-129
 AG9545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9545+STABILITY: SURFACE MOTION
 AG9545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9545+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9545
 AG9545  HISTORY     - Date     Condition        Report By
 AG9545  HISTORY     - 1996     MONUMENTED       WI-129
 AG9545
 AG9545                          STATION DESCRIPTION
 AG9545
 AG9545'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AG9545'STATION LIES ABOUT 8 AND A HALF MILES WEST OF MINONG AND FIVE MILES
 AG9545'NORTH OF STH 77.  STATION LIES 2 MILES (3.2 KM) EAST OF
 AG9545'BURNETT-WASHBURN COUNTY LINE ON THE NORTH SIDE OF ST CROIX TRAIL. MARK
 AG9545'LIES ABOUT 30 FEET (9.1 M) NORTH OF CENTER LINE OF ROAD, THREE FEET
 AG9545'SOUTH OF A COUNTY SURVEYOR SIGN AND ABOUT 100 FEET (30.5 M) NORTHEAST
 AG9545'OF THE MONUMENT SOUTHWEST CORNER OF SECTION 16, T43N R13W. STATION
 AG9545'LIES ALONG THE SOUTH EDGE OF A BLACK (JACK) PINE PLANTATION. MONUMENT
 AG9545'IS A 4 INCH DIAMETER BRONZE DISK ATTACHED TO A 5 FOOT (1.5 M) LONG
 AG9545'REBAR SET FLUSH IN 10 INCH DIAMETER BY 6.3 FOOT (1.9 M) LONG CONCRETE
 AG9545'CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9992 ***********************************************************************
 AF9992  DESIGNATION -  503 TRANUS
 AF9992  PID         -  AF9992
 AF9992  STATE/COUNTY-  WI/WASHBURN
 AF9992  COUNTRY     -  US
 AF9992  USGS QUAD   -  STANBERRY WEST (2018)
 AF9992
 AF9992                         *CURRENT SURVEY CONTROL
 AF9992  ______________________________________________________________________
 AF9992* NAD 83(2011) POSITION- 46 00 42.67762(N) 091 39 22.46218(W)   ADJUSTED
 AF9992* NAD 83(2011) ELLIP HT-   325.404 (meters)        (06/27/12)   ADJUSTED
 AF9992* NAD 83(2011) EPOCH   -  2010.00
 AF9992* NAVD 88 ORTHO HEIGHT -   353.7   (meters)     1160.    (feet) GPS OBS
 AF9992  ______________________________________________________________________
 AF9992  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9992  GEOID HEIGHT    -        -28.188 (meters)                     GEOID96
 AF9992  GEOID HEIGHT    -        -28.253 (meters)                     GEOID18
 AF9992  NAD 83(2011) X  -   -128,259.042 (meters)                     COMP
 AF9992  NAD 83(2011) Y  - -4,435,744.231 (meters)                     COMP
 AF9992  NAD 83(2011) Z  -  4,566,396.909 (meters)                     COMP
 AF9992  LAPLACE CORR    -         -8.87  (seconds)                    DEFLEC18
 AF9992
 AF9992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9992  Standards:
 AF9992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9992  -------------------------------------------------------------------
 AF9992  NETWORK    0.53   2.37           0.24   0.18   1.21      0.08978578
 AF9992  -------------------------------------------------------------------
 AF9992  Click here for local accuracies and other accuracy information.
 AF9992
 AF9992.The horizontal coordinates were established by GPS observations
 AF9992.and adjusted by the National Geodetic Survey in June 2012.
 AF9992
 AF9992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9992.been affixed to the stable North American tectonic plate. See 
 AF9992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9992
 AF9992.The horizontal coordinates are valid at the epoch date displayed above
 AF9992.which is a decimal equivalence of Year/Month/Day.
 AF9992
 AF9992.The orthometric height was determined by GPS observations and a
 AF9992.high-resolution geoid model.
 AF9992
 AF9992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9992.GEOID18 height accuracy estimate available here.
 AF9992
 AF9992.Click photographs - Photos may exist for this station.
 AF9992
 AF9992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9992
 AF9992.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9992
 AF9992.The ellipsoidal height was determined by GPS observations
 AF9992.and is referenced to NAD 83.
 AF9992
 AF9992. The following values were computed from the NAD 83(2011) position.
 AF9992
 AF9992;                    North         East     Units Scale Factor Converg.
 AF9992;SPC WI N     -    95,274.730   471,745.460   MT  0.99994903   -1 11 41.1
 AF9992;SPC WI N     -   312,580.51  1,547,718.23   sFT  0.99994903   -1 11 41.1
 AF9992;UTM  15      - 5,096,242.421   604,027.939   MT  0.99973304   +0 58 00.8
 AF9992
 AF9992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9992!SPC WI N     -   0.99994899  x   0.99994903  =   0.99989802
 AF9992!UTM  15      -   0.99994899  x   0.99973304  =   0.99968204
 AF9992
 AF9992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0402796242(NAD 83)
 AF9992
 AF9992                          SUPERSEDED SURVEY CONTROL
 AF9992
 AF9992  NAD 83(2007)-  46 00 42.67772(N)    091 39 22.46282(W) AD(2002.00) 0
 AF9992  ELLIP H (02/10/07)  325.442  (m)                       GP(2002.00)    
 AF9992  NAD 83(1997)-  46 00 42.67781(N)    091 39 22.46342(W) AD(       ) 1
 AF9992  ELLIP H (12/26/02)  325.463  (m)                       GP(       ) 3 2
 AF9992  NAD 83(1991)-  46 00 42.67747(N)    091 39 22.46214(W) AD(       ) 1
 AF9992  ELLIP H (04/30/98)  325.470  (m)                       GP(       ) 3 2
 AF9992
 AF9992.Superseded values are not recommended for survey control.
 AF9992
 AF9992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9992.See file dsdata.pdf to determine how the superseded data were derived.
 AF9992
 AF9992_MARKER: DE = TRAVERSE STATION DISK
 AF9992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9992_STAMPING: TRANUS 503 RWR 1996
 AF9992_MARK LOGO: WI-129
 AF9992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9992+STABILITY: SURFACE MOTION
 AF9992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9992+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2004
 AF9992
 AF9992  HISTORY     - Date     Condition        Report By
 AF9992  HISTORY     - 1996     MONUMENTED       WI-129
 AF9992  HISTORY     - 20040509 GOOD             USPSQD
 AF9992
 AF9992                          STATION DESCRIPTION
 AF9992
 AF9992'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AF9992'STATION LIES ONE AND A HALF MILES NORTHWEST OF STANBERRY AT THE
 AF9992'NORTHEAST CORNER OF THE INTERSECTION OF TRANUS LAKE ROAD AND ELLIOTT
 AF9992'ROAD.  MARK LIES 46 FEET (14.0 M) EAST OF THE CENTER LINE OF TRANUS
 AF9992'LAKE ROAD, 30 FEET (9.1 M) NORTH OF ELLIOTT ROAD AND 3 FEET (0.9 M)
 AF9992'SOUTHEAST OF A COUNTY SURVEYOR SIGN.  MONUMENT IS A 4 INCH BRONZE DISK
 AF9992'ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET FLUSH IN A 10 INCH
 AF9992'DIAMETER BY 6.3 FOOT (1.9 M) LONG CONCRETE CYLINDER.
 AF9992
 AF9992                          STATION RECOVERY (2004)
 AF9992
 AF9992'RECOVERY NOTE BY US POWER SQUADRON 2004
 AF9992'RECOVERED AS DESCRIBED AND IN GOOD CONDITION AS DESCRIBED, PLUS FOLLOW
 AF9992'ALONG ELLIOT RD. FROM COUNTY RD. M FOR 1.3 MILES TO TRANUS LAKE RD.
 AF9992'AND THE STATION. USPS JRD
 AF9992'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9542 ***********************************************************************
 AG9542  DESIGNATION -  505 BRICKYARD
 AG9542  PID         -  AG9542
 AG9542  STATE/COUNTY-  WI/WASHBURN
 AG9542  COUNTRY     -  US
 AG9542  USGS QUAD   -  TIMBERLAND (2018)
 AG9542
 AG9542                         *CURRENT SURVEY CONTROL
 AG9542  ______________________________________________________________________
 AG9542* NAD 83(2011) POSITION- 45 40 08.70950(N) 092 00 02.88227(W)   ADJUSTED
 AG9542* NAD 83(2011) ELLIP HT-   408.670 (meters)        (06/27/12)   ADJUSTED
 AG9542* NAD 83(2011) EPOCH   -  2010.00
 AG9542* NAVD 88 ORTHO HEIGHT -   437.9   (meters)     1437.    (feet) GPS OBS
 AG9542  ______________________________________________________________________
 AG9542  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9542  GEOID HEIGHT    -        -29.145 (meters)                     GEOID96
 AG9542  GEOID HEIGHT    -        -29.252 (meters)                     GEOID18
 AG9542  NAD 83(2011) X  -   -155,888.237 (meters)                     COMP
 AG9542  NAD 83(2011) Y  - -4,462,267.277 (meters)                     COMP
 AG9542  NAD 83(2011) Z  -  4,539,913.753 (meters)                     COMP
 AG9542  LAPLACE CORR    -        -11.03  (seconds)                    DEFLEC18
 AG9542
 AG9542  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9542  Standards:
 AG9542         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9542            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9542  -------------------------------------------------------------------
 AG9542  NETWORK    0.74   3.31           0.34   0.25   1.69      0.13156516
 AG9542  -------------------------------------------------------------------
 AG9542  Click here for local accuracies and other accuracy information.
 AG9542
 AG9542.The horizontal coordinates were established by GPS observations
 AG9542.and adjusted by the National Geodetic Survey in June 2012.
 AG9542
 AG9542.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9542.been affixed to the stable North American tectonic plate. See 
 AG9542.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9542
 AG9542.The horizontal coordinates are valid at the epoch date displayed above
 AG9542.which is a decimal equivalence of Year/Month/Day.
 AG9542
 AG9542.The orthometric height was determined by GPS observations and a
 AG9542.high-resolution geoid model.
 AG9542
 AG9542.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9542.GEOID18 height accuracy estimate available here.
 AG9542
 AG9542.Click photographs - Photos may exist for this station.
 AG9542
 AG9542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9542
 AG9542.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9542
 AG9542.The ellipsoidal height was determined by GPS observations
 AG9542.and is referenced to NAD 83.
 AG9542
 AG9542. The following values were computed from the NAD 83(2011) position.
 AG9542
 AG9542;                    North         East     Units Scale Factor Converg.
 AG9542;SPC WI N     -    57,804.324   444,109.189   MT  0.99998298   -1 26 35.9
 AG9542;SPC WI N     -   189,646.35  1,457,048.23   sFT  0.99998298   -1 26 35.9
 AG9542;UTM  15      - 5,057,767.219   577,830.163   MT  0.99967447   +0 42 53.2
 AG9542
 AG9542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9542!SPC WI N     -   0.99993594  x   0.99998298  =   0.99991892
 AG9542!UTM  15      -   0.99993594  x   0.99967447  =   0.99961043
 AG9542
 AG9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7783057767(NAD 83)
 AG9542
 AG9542                          SUPERSEDED SURVEY CONTROL
 AG9542
 AG9542  NAD 83(2007)-  45 40 08.70947(N)    092 00 02.88291(W) AD(2002.00) 0
 AG9542  ELLIP H (02/10/07)  408.697  (m)                       GP(2002.00)    
 AG9542  NAD 83(1997)-  45 40 08.70961(N)    092 00 02.88349(W) AD(       ) 1
 AG9542  ELLIP H (12/26/02)  408.713  (m)                       GP(       ) 3 2
 AG9542  NAD 83(1991)-  45 40 08.70912(N)    092 00 02.88137(W) AD(       ) 1
 AG9542  ELLIP H (04/30/98)  408.748  (m)                       GP(       ) 3 2
 AG9542
 AG9542.Superseded values are not recommended for survey control.
 AG9542
 AG9542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9542.See file dsdata.pdf to determine how the superseded data were derived.
 AG9542
 AG9542_MARKER: DE = TRAVERSE STATION DISK
 AG9542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9542_STAMPING: BRICKYARD 505 RWR 1996
 AG9542_MARK LOGO: WI-129
 AG9542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9542+STABILITY: SURFACE MOTION
 AG9542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9542+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9542
 AG9542  HISTORY     - Date     Condition        Report By
 AG9542  HISTORY     - 1996     MONUMENTED       WI-129
 AG9542
 AG9542                          STATION DESCRIPTION
 AG9542
 AG9542'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AG9542'STATION IS SOUTHWEST OF SHELL LAKE AND NORTHWEST OF BARRONETT
 AG9542'NORTHEAST OF THE INTERSECTION GLENDENNING ROAD AND NELSON ROAD IN
 AG9542'SECTION 20, T37N 13W, IN THE TOWN OF BARRONETT.  MARK IS 30 EAST OF
 AG9542'CENTER LINE OF GLENDENNING ROAD, 200 FEET (61.0 M) NORTH OF NELSON
 AG9542'ROAD, 20 FEET (6.1 M) WEST OF OVERHEAD POWER LINE AND 3 FEET (0.9 M)
 AG9542'WEST OF A COUNTY SURVEYOR SIGN.  OPPOSITE DRIVEWAY TO THE WEST LEADING
 AG9542'TO A RESIDENCE.  MONUMENT IS A 4 INCH BRONZE DISK ATTACHED TO A 5 FOOT
 AG9542'(1.5 M) LONG REBAR SET FLUSH IN A 10 INCH DIAMETER BY 6.3 FOOT (1.9 M)
 AG9542'LONG CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9994 ***********************************************************************
 AF9994  DESIGNATION -  506 SLIM CREEK
 AF9994  PID         -  AF9994
 AF9994  STATE/COUNTY-  WI/WASHBURN
 AF9994  COUNTRY     -  US
 AF9994  USGS QUAD   -  STONE LAKE (2018)
 AF9994
 AF9994                         *CURRENT SURVEY CONTROL
 AF9994  ______________________________________________________________________
 AF9994* NAD 83(2011) POSITION- 45 48 50.09364(N) 091 35 16.75554(W)   ADJUSTED
 AF9994* NAD 83(2011) ELLIP HT-   361.385 (meters)        (06/27/12)   ADJUSTED
 AF9994* NAD 83(2011) EPOCH   -  2010.00
 AF9994* NAVD 88 ORTHO HEIGHT -   390.9   (meters)     1282.    (feet) GPS OBS
 AF9994  ______________________________________________________________________
 AF9994  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9994  GEOID HEIGHT    -        -29.465 (meters)                     GEOID96
 AF9994  GEOID HEIGHT    -        -29.564 (meters)                     GEOID18
 AF9994  NAD 83(2011) X  -   -123,413.656 (meters)                     COMP
 AF9994  NAD 83(2011) Y  - -4,451,716.574 (meters)                     COMP
 AF9994  NAD 83(2011) Z  -  4,551,114.743 (meters)                     COMP
 AF9994  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 AF9994
 AF9994  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9994  Standards:
 AF9994         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9994            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9994  -------------------------------------------------------------------
 AF9994  NETWORK    0.56   1.69           0.26   0.18   0.86      0.07621655
 AF9994  -------------------------------------------------------------------
 AF9994  Click here for local accuracies and other accuracy information.
 AF9994
 AF9994.The horizontal coordinates were established by GPS observations
 AF9994.and adjusted by the National Geodetic Survey in June 2012.
 AF9994
 AF9994.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9994.been affixed to the stable North American tectonic plate. See 
 AF9994.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9994
 AF9994.The horizontal coordinates are valid at the epoch date displayed above
 AF9994.which is a decimal equivalence of Year/Month/Day.
 AF9994
 AF9994.The orthometric height was determined by GPS observations and a
 AF9994.high-resolution geoid model.
 AF9994
 AF9994.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9994.GEOID18 height accuracy estimate available here.
 AF9994
 AF9994.Click photographs - Photos may exist for this station.
 AF9994
 AF9994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9994
 AF9994.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9994
 AF9994.The ellipsoidal height was determined by GPS observations
 AF9994.and is referenced to NAD 83.
 AF9994
 AF9994. The following values were computed from the NAD 83(2011) position.
 AF9994
 AF9994;                    North         East     Units Scale Factor Converg.
 AF9994;SPC WI N     -    73,171.207   476,590.151   MT  0.99996431   -1 08 43.9
 AF9994;SPC WI N     -   240,062.53  1,563,612.85   sFT  0.99996431   -1 08 43.9
 AF9994;UTM  15      - 5,074,341.910   609,701.027   MT  0.99974795   +1 00 45.5
 AF9994
 AF9994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9994!SPC WI N     -   0.99994335  x   0.99996431  =   0.99990766
 AF9994!UTM  15      -   0.99994335  x   0.99974795  =   0.99969131
 AF9994
 AF9994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0970174341(NAD 83)
 AF9994
 AF9994                          SUPERSEDED SURVEY CONTROL
 AF9994
 AF9994  NAD 83(2007)-  45 48 50.09367(N)    091 35 16.75614(W) AD(2002.00) 0
 AF9994  ELLIP H (02/10/07)  361.426  (m)                       GP(2002.00)    
 AF9994  NAD 83(1997)-  45 48 50.09368(N)    091 35 16.75698(W) AD(       ) 1
 AF9994  ELLIP H (12/26/02)  361.445  (m)                       GP(       ) 3 2
 AF9994  NAD 83(1991)-  45 48 50.09332(N)    091 35 16.75532(W) AD(       ) 1
 AF9994  ELLIP H (04/30/98)  361.461  (m)                       GP(       ) 3 2
 AF9994
 AF9994.Superseded values are not recommended for survey control.
 AF9994
 AF9994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9994.See file dsdata.pdf to determine how the superseded data were derived.
 AF9994
 AF9994_MARKER: DE = TRAVERSE STATION DISK
 AF9994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9994_STAMPING: SLIM CREEK 50 RWR 1997
 AF9994_MARK LOGO: WI-129
 AF9994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9994+STABILITY: SURFACE MOTION
 AF9994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9994+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AF9994
 AF9994  HISTORY     - Date     Condition        Report By
 AF9994  HISTORY     - 1997     MONUMENTED       WI-129
 AF9994
 AF9994                          STATION DESCRIPTION
 AF9994
 AF9994'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1997 (RWR)
 AF9994'STATION LIES ABOUT 3 MILES (4.8 KM) SOUTHWEST OF STONE LAKE VIA STH 70
 AF9994'AT A DISTANCE OF 230 FEET (70.1 M) EAST OF THE INTERSECTION WITH CTH B
 AF9994'FROM THE SOUTH.  MONUMENT IS IN A FIELD 3 FEET (0.9 M) NORTH OF A
 AF9994'COUNTY SURVEYOR SIGN, 124 FEET (37.8 M) WEST OF A FIELD ENTRANCE AND
 AF9994'136 FEET (41.5 M) NORTH OF THE CENTER LINE OF STH 70.  MONUMENT IS A 4
 AF9994'INCH DIAMETER BRONZE DISK ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET
 AF9994'FLUSH IN A 10 INCH DIAMETER BY 6.3 FOOT (1.9 M) LONG CONCRETE
 AF9994'CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9979 ***********************************************************************
 AF9979  DESIGNATION -  507 EAST LONG
 AF9979  PID         -  AF9979
 AF9979  STATE/COUNTY-  WI/WASHBURN
 AF9979  COUNTRY     -  US
 AF9979  USGS QUAD   -  NOBLETON (2018)
 AF9979
 AF9979                         *CURRENT SURVEY CONTROL
 AF9979  ______________________________________________________________________
 AF9979* NAD 83(2011) POSITION- 45 41 31.31990(N) 091 40 22.55274(W)   ADJUSTED
 AF9979* NAD 83(2011) ELLIP HT-   350.493 (meters)        (06/27/12)   ADJUSTED
 AF9979* NAD 83(2011) EPOCH   -  2010.00
 AF9979* NAVD 88 ORTHO HEIGHT -   380.4   (meters)     1248.    (feet) GPS OBS
 AF9979  ______________________________________________________________________
 AF9979  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9979  GEOID HEIGHT    -        -29.838 (meters)                     GEOID96
 AF9979  GEOID HEIGHT    -        -29.946 (meters)                     GEOID18
 AF9979  NAD 83(2011) X  -   -130,296.488 (meters)                     COMP
 AF9979  NAD 83(2011) Y  - -4,461,221.550 (meters)                     COMP
 AF9979  NAD 83(2011) Z  -  4,541,654.152 (meters)                     COMP
 AF9979  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 AF9979
 AF9979  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9979  Standards:
 AF9979         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9979            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9979  -------------------------------------------------------------------
 AF9979  NETWORK    0.51   1.76           0.24   0.16   0.90      0.11220176
 AF9979  -------------------------------------------------------------------
 AF9979  Click here for local accuracies and other accuracy information.
 AF9979
 AF9979.The horizontal coordinates were established by GPS observations
 AF9979.and adjusted by the National Geodetic Survey in June 2012.
 AF9979
 AF9979.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9979.been affixed to the stable North American tectonic plate. See 
 AF9979.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9979
 AF9979.The horizontal coordinates are valid at the epoch date displayed above
 AF9979.which is a decimal equivalence of Year/Month/Day.
 AF9979
 AF9979.The orthometric height was determined by GPS observations and a
 AF9979.high-resolution geoid model.
 AF9979
 AF9979.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9979.GEOID18 height accuracy estimate available here.
 AF9979
 AF9979.Click photographs - Photos may exist for this station.
 AF9979
 AF9979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9979
 AF9979.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9979
 AF9979.The ellipsoidal height was determined by GPS observations
 AF9979.and is referenced to NAD 83.
 AF9979
 AF9979. The following values were computed from the NAD 83(2011) position.
 AF9979
 AF9979;                    North         East     Units Scale Factor Converg.
 AF9979;SPC WI N     -    59,763.397   469,704.437   MT  0.99997961   -1 12 24.5
 AF9979;SPC WI N     -   196,073.74  1,541,021.97   sFT  0.99997961   -1 12 24.5
 AF9979;UTM  15      - 5,060,687.570   603,326.390   MT  0.99973126   +0 56 59.0
 AF9979
 AF9979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9979!SPC WI N     -   0.99994505  x   0.99997961  =   0.99992467
 AF9979!UTM  15      -   0.99994505  x   0.99973126  =   0.99967633
 AF9979
 AF9979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0332660687(NAD 83)
 AF9979
 AF9979                          SUPERSEDED SURVEY CONTROL
 AF9979
 AF9979  NAD 83(2007)-  45 41 31.31994(N)    091 40 22.55330(W) AD(2002.00) 0
 AF9979  ELLIP H (02/10/07)  350.528  (m)                       GP(2002.00)    
 AF9979  NAD 83(1997)-  45 41 31.31993(N)    091 40 22.55417(W) AD(       ) 1
 AF9979  ELLIP H (12/26/02)  350.548  (m)                       GP(       ) 3 2
 AF9979  NAD 83(1991)-  45 41 31.31956(N)    091 40 22.55225(W) AD(       ) 1
 AF9979  ELLIP H (04/30/98)  350.569  (m)                       GP(       ) 3 2
 AF9979
 AF9979.Superseded values are not recommended for survey control.
 AF9979
 AF9979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9979.See file dsdata.pdf to determine how the superseded data were derived.
 AF9979
 AF9979_MARKER: DE = TRAVERSE STATION DISK
 AF9979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9979_STAMPING: EAST LONG 507 1996 RWR
 AF9979_MARK LOGO: WI-129
 AF9979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9979+STABILITY: SURFACE MOTION
 AF9979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9979+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2003
 AF9979
 AF9979  HISTORY     - Date     Condition        Report By
 AF9979  HISTORY     - 1996     MONUMENTED       WI-129
 AF9979  HISTORY     - 20030704 GOOD             INDIV
 AF9979
 AF9979                          STATION DESCRIPTION
 AF9979
 AF9979'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AF9979'STATION LIES EAST OF SARONA ON THE EAST SIDE OF LONG LAKE ON THE EAST
 AF9979'SIDE OF EASTSIDE ROAD ABOUT TWO MILES NORTH OF CTH D AND THE LONG LAKE
 AF9979'DAM.  STATION LIES IN DITCH 1500 FEET (457.2 M) NORTH OF THE
 AF9979'INTERSECTION OF EASTSIDE ROAD AND SCHNACKY ROAD LYING 25 FEET (7.6 M)
 AF9979'EAST OF THE CENTER LINE OF EAST SIDE ROAD, 10 FEET (3.0 M) WEST OF A
 AF9979'PASTURE FENCE AND COUNTY SURVEYOR SIGN, 146 FEET (44.5 M) NORTH OF A
 AF9979'FENCE CORNER AND 168 FEET (51.2 M) NORTH OF NORTHERLY DRIVEWAY TO
 AF9979'HOVDE FARMSTEAD - FIRE SIGN 1554.  MONUMENT IS A 4 INCH BRONZE DISK
 AF9979'ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET FLUSH IN A 10 INCH
 AF9979'DIAMETER BY 6.3 FOOT (1.9 M) LONG CONCRETE CYLINDER.
 AF9979
 AF9979                          STATION RECOVERY (2003)
 AF9979
 AF9979'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CCF)
 AF9979'THE MARKER ITSELF WAS RECOVERED IN EXCELLENT CONDITION, BUT BOTH
 AF9979'CARSONITE WITNESS POSTS WERE FLAT ON THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9931 ***********************************************************************
 AF9931  DESIGNATION -  508 CROOKED ROAD
 AF9931  PID         -  AF9931
 AF9931  STATE/COUNTY-  WI/WASHBURN
 AF9931  COUNTRY     -  US
 AF9931  USGS QUAD   -  SPOONER (2018)
 AF9931
 AF9931                         *CURRENT SURVEY CONTROL
 AF9931  ______________________________________________________________________
 AF9931* NAD 83(2011) POSITION- 45 51 21.02699(N) 091 55 57.70084(W)   ADJUSTED
 AF9931* NAD 83(2011) ELLIP HT-   302.480 (meters)        (06/27/12)   ADJUSTED
 AF9931* NAD 83(2011) EPOCH   -  2010.00
 AF9931* NAVD 88 ORTHO HEIGHT -   330.7   (meters)     1085.    (feet) GPS OBS
 AF9931  ______________________________________________________________________
 AF9931  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9931  GEOID HEIGHT    -        -28.237 (meters)                     GEOID96
 AF9931  GEOID HEIGHT    -        -28.324 (meters)                     GEOID18
 AF9931  NAD 83(2011) X  -   -150,079.874 (meters)                     COMP
 AF9931  NAD 83(2011) Y  - -4,447,511.462 (meters)                     COMP
 AF9931  NAD 83(2011) Z  -  4,554,319.404 (meters)                     COMP
 AF9931  LAPLACE CORR    -        -14.99  (seconds)                    DEFLEC18
 AF9931
 AF9931  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9931  Standards:
 AF9931         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9931            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9931  -------------------------------------------------------------------
 AF9931  NETWORK    0.64   2.12           0.30   0.21   1.08      0.01316561
 AF9931  -------------------------------------------------------------------
 AF9931  Click here for local accuracies and other accuracy information.
 AF9931
 AF9931.The horizontal coordinates were established by GPS observations
 AF9931.and adjusted by the National Geodetic Survey in June 2012.
 AF9931
 AF9931.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9931.been affixed to the stable North American tectonic plate. See 
 AF9931.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9931
 AF9931.The horizontal coordinates are valid at the epoch date displayed above
 AF9931.which is a decimal equivalence of Year/Month/Day.
 AF9931
 AF9931.The orthometric height was determined by GPS observations and a
 AF9931.high-resolution geoid model.
 AF9931
 AF9931.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9931.GEOID18 height accuracy estimate available here.
 AF9931
 AF9931.Click photographs - Photos may exist for this station.
 AF9931
 AF9931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9931
 AF9931.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9931
 AF9931.The ellipsoidal height was determined by GPS observations
 AF9931.and is referenced to NAD 83.
 AF9931
 AF9931. The following values were computed from the NAD 83(2011) position.
 AF9931
 AF9931;                    North         East     Units Scale Factor Converg.
 AF9931;SPC WI N     -    78,423.354   449,919.569   MT  0.99996009   -1 23 39.1
 AF9931;SPC WI N     -   257,293.95  1,476,111.12   sFT  0.99996009   -1 23 39.1
 AF9931;UTM  15      - 5,078,584.447   582,858.148   MT  0.99968440   +0 45 57.4
 AF9931
 AF9931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9931!SPC WI N     -   0.99995258  x   0.99996009  =   0.99991267
 AF9931!UTM  15      -   0.99995258  x   0.99968440  =   0.99963700
 AF9931
 AF9931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8285878584(NAD 83)
 AF9931
 AF9931                          SUPERSEDED SURVEY CONTROL
 AF9931
 AF9931  NAD 83(2007)-  45 51 21.02702(N)    091 55 57.70144(W) AD(2002.00) 0
 AF9931  ELLIP H (02/10/07)  302.510  (m)                       GP(2002.00)    
 AF9931  NAD 83(1997)-  45 51 21.02729(N)    091 55 57.70213(W) AD(       ) 1
 AF9931  ELLIP H (12/26/02)  302.507  (m)                       GP(       ) 3 2
 AF9931  NAD 83(1991)-  45 51 21.02681(N)    091 55 57.70020(W) AD(       ) 1
 AF9931  ELLIP H (04/30/98)  302.529  (m)                       GP(       ) 3 2
 AF9931
 AF9931.Superseded values are not recommended for survey control.
 AF9931
 AF9931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9931.See file dsdata.pdf to determine how the superseded data were derived.
 AF9931
 AF9931_MARKER: DE = TRAVERSE STATION DISK
 AF9931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9931_STAMPING: CROOKED ROAD 508 RWR 1997
 AF9931_MARK LOGO: WI-129
 AF9931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9931+STABILITY: SURFACE MOTION
 AF9931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9931+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AF9931
 AF9931  HISTORY     - Date     Condition        Report By
 AF9931  HISTORY     - 1997     MONUMENTED       WI-129
 AF9931
 AF9931                          STATION DESCRIPTION
 AF9931
 AF9931'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1997 (RWR)
 AF9931'STATION LIES ABOUT 3.75 MILES (6.03 KM) NORTHWEST OF SPOONER VIA CTH
 AF9931'K, CTH A AND DOCK LAKE ROAD.  VIA CTH K AND CTH A 2.85 MILES (4.59 KM)
 AF9931'TO DOCK LAKE ROAD.  PROCEED NORTH ON DOCK LAKE ROAD 0.90 MILES (1.45
 AF9931'KM) TO DRIVEWAY TO RIGHT (NORTH) WITH FIRE SIGN EVERGREEN 7790 (ABOUT
 AF9931'0.15 MILES (0.24 KM) WEST OF INTERSECTION OF DOCK LAKE ROAD AND
 AF9931'CROOKED ROAD) .  PROCEED NORTH VIA DRIVEWAY TO JOHN HILLS RESIDENT
 AF9931'ABOUT 500 FEET (152.4 M) TO BEND IN DRIVEWAY TO THE EAST. STATION LIES
 AF9931'30 FEET (9.1 M) WEST OF CURVE IN DRIVEWAY AND 5 FEET (1.5 M) EAST OF
 AF9931'BRACE POST IN WEST FENCE AND COUNTY SURVEYOR SIGN. STATION LIES WITHIN
 AF9931'THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER (NE-NE) OF SECTION 23,
 AF9931'TOWNSHIP 39 NORTH OF RANGE 13 WEST.  MONUMENT IS A 4 INCH DIAMETER
 AF9931'BRONZE DISK ATTACHED TO A 5 LONG REBAR SET FLUSH IN A 12 INCH DIAMETER
 AF9931'BY 6.3 FOOT (1.9 M) LONG CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4950 ***********************************************************************
 DJ4950  DESIGNATION -  51 ETTRICK SE GPS
 DJ4950  PID         -  DJ4950
 DJ4950  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4950  COUNTRY     -  US
 DJ4950  USGS QUAD   -  HEGG (2018)
 DJ4950
 DJ4950                         *CURRENT SURVEY CONTROL
 DJ4950  ______________________________________________________________________
 DJ4950* NAD 83(2011) POSITION- 44 07 55.35179(N) 091 09 14.58015(W)   ADJUSTED
 DJ4950* NAD 83(2011) ELLIP HT-   234.962 (meters)        (06/27/12)   ADJUSTED
 DJ4950* NAD 83(2011) EPOCH   -  2010.00
 DJ4950* NAVD 88 ORTHO HEIGHT -   266.959 (meters)      875.85  (feet) ADJUSTED
 DJ4950  ______________________________________________________________________
 DJ4950  GEOID HEIGHT    -        -31.993 (meters)                     GEOID18
 DJ4950  NAD 83(2011) X  -    -92,353.585 (meters)                     COMP
 DJ4950  NAD 83(2011) Y  - -4,584,510.922 (meters)                     COMP
 DJ4950  NAD 83(2011) Z  -  4,418,797.383 (meters)                     COMP
 DJ4950  LAPLACE CORR    -         -8.23  (seconds)                    DEFLEC18
 DJ4950  DYNAMIC HEIGHT  -        266.916 (meters)      875.71  (feet) COMP
 DJ4950  MODELED GRAVITY -    980,449.4   (mgal)                       NAVD 88
 DJ4950
 DJ4950  VERT ORDER      -  SECOND    CLASS I
 DJ4950
 DJ4950  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4950  Standards:
 DJ4950         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4950            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4950  -------------------------------------------------------------------
 DJ4950  NETWORK    0.34   0.31           0.15   0.12   0.16      0.13847205
 DJ4950  -------------------------------------------------------------------
 DJ4950  Click here for local accuracies and other accuracy information.
 DJ4950
 DJ4950.The horizontal coordinates were established by GPS observations
 DJ4950.and adjusted by the National Geodetic Survey in June 2012.
 DJ4950
 DJ4950.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4950.been affixed to the stable North American tectonic plate. See 
 DJ4950.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4950
 DJ4950.The horizontal coordinates are valid at the epoch date displayed above
 DJ4950.which is a decimal equivalence of Year/Month/Day.
 DJ4950
 DJ4950.The orthometric height was determined by differential leveling and
 DJ4950.adjusted by the WI DEPT OF TRANSP
 DJ4950.in May 2012.
 DJ4950
 DJ4950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4950.GEOID18 height accuracy estimate available here.
 DJ4950
 DJ4950.Click photographs - Photos may exist for this station.
 DJ4950
 DJ4950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4950
 DJ4950.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4950
 DJ4950.The ellipsoidal height was determined by GPS observations
 DJ4950.and is referenced to NAD 83.
 DJ4950
 DJ4950.The dynamic height is computed by dividing the NAVD 88
 DJ4950.geopotential number by the normal gravity value computed on the
 DJ4950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4950.degrees latitude (g = 980.6199 gals.).
 DJ4950
 DJ4950.The modeled gravity was interpolated from observed gravity values.
 DJ4950
 DJ4950. The following values were computed from the NAD 83(2011) position.
 DJ4950
 DJ4950;                    North         East     Units Scale Factor Converg.
 DJ4950;SPC WI C     -    33,848.453   507,644.424   MT  1.00002439   -0 48 51.4
 DJ4950;SPC WI C     -   111,051.13  1,665,496.75   sFT  1.00002439   -0 48 51.4
 DJ4950;UTM  15      - 4,888,195.330   647,669.593   MT  0.99986819   +1 17 08.1
 DJ4950
 DJ4950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4950!SPC WI C     -   0.99996316  x   1.00002439  =   0.99998755
 DJ4950!UTM  15      -   0.99996316  x   0.99986819  =   0.99983135
 DJ4950
 DJ4950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4766988195(NAD 83)
 DJ4950
 DJ4950                          SUPERSEDED SURVEY CONTROL
 DJ4950
 DJ4950  NAD 83(2007)-  44 07 55.35189(N)    091 09 14.58100(W) AD(2002.00) 1
 DJ4950  ELLIP H (07/29/08)  234.996  (m)                       GP(2002.00) 3 1
 DJ4950  NAVD 88             266.95   (m)          875.8    (f) LEVELING    3  
 DJ4950  NAVD 88 (07/08/08)  266.951  (m)          875.82   (f) SUPERSEDED  2 1
 DJ4950
 DJ4950.Superseded values are not recommended for survey control.
 DJ4950
 DJ4950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4950.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4950
 DJ4950_MARKER: DD = SURVEY DISK
 DJ4950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4950_STAMPING: 51 ETTRICK SE GPS 1995
 DJ4950_MARK LOGO: WI-121
 DJ4950_PROJECTION: FLUSH
 DJ4950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4950+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 DJ4950
 DJ4950  HISTORY     - Date     Condition        Report By
 DJ4950  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4950  HISTORY     - 20061010 GOOD             WIDT
 DJ4950  HISTORY     - 20110921 GOOD             WIDT
 DJ4950
 DJ4950                          STATION DESCRIPTION
 DJ4950
 DJ4950'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4950'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DJ4950'HIGHWAY V ABOUT 6 MI (9.7 KM) SOUTHEAST OF THE VILLAGE OF ETTRICK, GO
 DJ4950'WEST ON COUNTY HIGHWAY D FOR 0.25 MI (0.4 KM) TO THE STATION ON THE
 DJ4950'RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL
 DJ4950'STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE
 DJ4950'POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4950'PAVEMENT.  THE STATION IS 9.4 M (30.8 FT) NORTH OF THE CENTERLINE OF
 DJ4950'COUNTY HIGHWAY D, 28.2 M (92.5 FT) NORTHEAST OF A WOOD POST FOR A --45
 DJ4950'MPH CURVE AHEAD-- SIGN, 4 M (13.1 FT) WEST OF THE EXTENDED CENTER OF A
 DJ4950'FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF
 DJ4950'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4950'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4950'HORIZON EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING TO 20 DEGREES
 DJ4950'ABOVE THE HORIZON.
 DJ4950
 DJ4950                          STATION RECOVERY (2011)
 DJ4950
 DJ4950'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9986 ***********************************************************************
 AF9986  DESIGNATION -  510 FLAT CREEK
 AF9986  PID         -  AF9986
 AF9986  STATE/COUNTY-  WI/WASHBURN
 AF9986  COUNTRY     -  US
 AF9986  USGS QUAD   -  BEAN LAKE (2019)
 AF9986
 AF9986                         *CURRENT SURVEY CONTROL
 AF9986  ______________________________________________________________________
 AF9986* NAD 83(2011) POSITION- 45 57 31.28932(N) 091 33 10.20173(W)   ADJUSTED
 AF9986* NAD 83(2011) ELLIP HT-   330.517 (meters)        (06/27/12)   ADJUSTED
 AF9986* NAD 83(2011) EPOCH   -  2010.00
 AF9986* NAVD 88 ORTHO HEIGHT -   359.4   (meters)     1179.    (feet) GPS OBS
 AF9986  ______________________________________________________________________
 AF9986  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9986  GEOID HEIGHT    -        -28.839 (meters)                     GEOID96
 AF9986  GEOID HEIGHT    -        -28.921 (meters)                     GEOID18
 AF9986  NAD 83(2011) X  -   -120,368.603 (meters)                     COMP
 AF9986  NAD 83(2011) Y  - -4,440,220.339 (meters)                     COMP
 AF9986  NAD 83(2011) Z  -  4,562,294.429 (meters)                     COMP
 AF9986  LAPLACE CORR    -         -6.86  (seconds)                    DEFLEC18
 AF9986
 AF9986  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9986  Standards:
 AF9986         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9986            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9986  -------------------------------------------------------------------
 AF9986  NETWORK    0.48   1.82           0.22   0.16   0.93     -0.10063796
 AF9986  -------------------------------------------------------------------
 AF9986  Click here for local accuracies and other accuracy information.
 AF9986
 AF9986.The horizontal coordinates were established by GPS observations
 AF9986.and adjusted by the National Geodetic Survey in June 2012.
 AF9986
 AF9986.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9986.been affixed to the stable North American tectonic plate. See 
 AF9986.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9986
 AF9986.The horizontal coordinates are valid at the epoch date displayed above
 AF9986.which is a decimal equivalence of Year/Month/Day.
 AF9986
 AF9986.The orthometric height was determined by GPS observations and a
 AF9986.high-resolution geoid model.
 AF9986
 AF9986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9986.GEOID18 height accuracy estimate available here.
 AF9986
 AF9986.Click photographs - Photos may exist for this station.
 AF9986
 AF9986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9986
 AF9986.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9986
 AF9986.The ellipsoidal height was determined by GPS observations
 AF9986.and is referenced to NAD 83.
 AF9986
 AF9986. The following values were computed from the NAD 83(2011) position.
 AF9986
 AF9986;                    North         East     Units Scale Factor Converg.
 AF9986;SPC WI N     -    89,205.220   479,636.337   MT  0.99995197   -1 07 12.6
 AF9986;SPC WI N     -   292,667.46  1,573,606.88   sFT  0.99995197   -1 07 12.6
 AF9986;UTM  15      - 5,090,475.983   612,140.405   MT  0.99975460   +1 02 25.4
 AF9986
 AF9986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9986!SPC WI N     -   0.99994819  x   0.99995197  =   0.99990016
 AF9986!UTM  15      -   0.99994819  x   0.99975460  =   0.99970280
 AF9986
 AF9986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1214090475(NAD 83)
 AF9986
 AF9986                          SUPERSEDED SURVEY CONTROL
 AF9986
 AF9986  NAD 83(2007)-  45 57 31.28940(N)    091 33 10.20243(W) AD(2002.00) 0
 AF9986  ELLIP H (02/10/07)  330.548  (m)                       GP(2002.00)    
 AF9986  NAD 83(1997)-  45 57 31.28945(N)    091 33 10.20303(W) AD(       ) 1
 AF9986  ELLIP H (12/26/02)  330.567  (m)                       GP(       ) 3 2
 AF9986  NAD 83(1991)-  45 57 31.28908(N)    091 33 10.20229(W) AD(       ) 1
 AF9986  ELLIP H (04/30/98)  330.553  (m)                       GP(       ) 3 2
 AF9986
 AF9986.Superseded values are not recommended for survey control.
 AF9986
 AF9986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9986.See file dsdata.pdf to determine how the superseded data were derived.
 AF9986
 AF9986_MARKER: DE = TRAVERSE STATION DISK
 AF9986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9986_STAMPING: FLAT CREEK 510 RWR 1996
 AF9986_MARK LOGO: WI-129
 AF9986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9986+STABILITY: SURFACE MOTION
 AF9986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9986+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9986
 AF9986  HISTORY     - Date     Condition        Report By
 AF9986  HISTORY     - 1996     MONUMENTED       WI-129
 AF9986
 AF9986                          STATION DESCRIPTION
 AF9986
 AF9986'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AF9986'STATION LIES BETWEEN STANBERRY AND HAYWARD SOUTH OF USH 63 IN SECTION
 AF9986'12 T40N R10W TOWN OF BASS LAKE.  FOLLOW CTH E SOUTH OF THE
 AF9986'INTERSECTION WITH USH 63 ABOUT 4 MILES (6.4 KM) TO INTERSECTION WITH
 AF9986'RAINBOW ROAD.  THENCE ALONG RAINBOW ROAD ABOUT FIVE EIGHTS OF A MILE
 AF9986'TO STATION LYING 33 NORTH OF THE CENTER LINE OF RAINBOW ROAD OPPOSITE
 AF9986'RESIDENCE TO SOUTH WITH FIRE SIGN W319.  MARK IS 95 FEET (29.0 M) WEST
 AF9986'OF DRIVEWAY TO RESIDENCE AND 3 FEET (0.9 M) SOUTH OF COUNTY SURVEYOR
 AF9986'SIGN.  MONUMENT IS A 4 INCH DIAMETER BRONZE DISK ATTACHED TO A 5 FOOT
 AF9986'(1.5 M) LONG REBAR SET FLUSH IN A 10 INCH DIAMETER BY 6.3 FOOT (1.9 M)
 AF9986'LONG CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9600 ***********************************************************************
 AG9600  DESIGNATION -  511 MADGE
 AG9600  PID         -  AG9600
 AG9600  STATE/COUNTY-  WI/WASHBURN
 AG9600  COUNTRY     -  US
 AG9600  USGS QUAD   -  NOBLETON (2018)
 AG9600
 AG9600                         *CURRENT SURVEY CONTROL
 AG9600  ______________________________________________________________________
 AG9600* NAD 83(2011) POSITION- 45 44 45.14767(N) 091 43 30.21750(W)   ADJUSTED
 AG9600* NAD 83(2011) ELLIP HT-   365.483 (meters)        (06/27/12)   ADJUSTED
 AG9600* NAD 83(2011) EPOCH   -  2010.00
 AG9600* NAVD 88 ORTHO HEIGHT -   395.2   (meters)     1297.    (feet) GPS OBS
 AG9600  ______________________________________________________________________
 AG9600  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9600  GEOID HEIGHT    -        -29.598 (meters)                     GEOID96
 AG9600  GEOID HEIGHT    -        -29.711 (meters)                     GEOID18
 AG9600  NAD 83(2011) X  -   -134,226.700 (meters)                     COMP
 AG9600  NAD 83(2011) Y  - -4,456,829.082 (meters)                     COMP
 AG9600  NAD 83(2011) Z  -  4,545,843.164 (meters)                     COMP
 AG9600  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 AG9600
 AG9600  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9600  Standards:
 AG9600         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9600            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9600  -------------------------------------------------------------------
 AG9600  NETWORK    1.01   3.08           0.48   0.31   1.57      0.08510466
 AG9600  -------------------------------------------------------------------
 AG9600  Click here for local accuracies and other accuracy information.
 AG9600
 AG9600.The horizontal coordinates were established by GPS observations
 AG9600.and adjusted by the National Geodetic Survey in June 2012.
 AG9600
 AG9600.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9600.been affixed to the stable North American tectonic plate. See 
 AG9600.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9600
 AG9600.The horizontal coordinates are valid at the epoch date displayed above
 AG9600.which is a decimal equivalence of Year/Month/Day.
 AG9600
 AG9600.The orthometric height was determined by GPS observations and a
 AG9600.high-resolution geoid model.
 AG9600
 AG9600.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9600.GEOID18 height accuracy estimate available here.
 AG9600
 AG9600.Click photographs - Photos may exist for this station.
 AG9600
 AG9600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9600
 AG9600.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9600
 AG9600.The ellipsoidal height was determined by GPS observations
 AG9600.and is referenced to NAD 83.
 AG9600
 AG9600. The following values were computed from the NAD 83(2011) position.
 AG9600
 AG9600;                    North         East     Units Scale Factor Converg.
 AG9600;SPC WI N     -    65,832.897   465,774.970   MT  0.99997230   -1 14 39.9
 AG9600;SPC WI N     -   215,986.76  1,528,130.05   sFT  0.99997230   -1 14 39.9
 AG9600;UTM  15      - 5,066,603.387   599,172.292   MT  0.99972091   +0 54 47.7
 AG9600
 AG9600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9600!SPC WI N     -   0.99994271  x   0.99997230  =   0.99991501
 AG9600!UTM  15      -   0.99994271  x   0.99972091  =   0.99966363
 AG9600
 AG9600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9917266603(NAD 83)
 AG9600
 AG9600                          SUPERSEDED SURVEY CONTROL
 AG9600
 AG9600  NAD 83(2007)-  45 44 45.14769(N)    091 43 30.21798(W) AD(2002.00) 0
 AG9600  ELLIP H (02/10/07)  365.531  (m)                       GP(2002.00)    
 AG9600  NAD 83(1997)-  45 44 45.14769(N)    091 43 30.21881(W) AD(       ) 1
 AG9600  ELLIP H (12/26/02)  365.556  (m)                       GP(       ) 3 2
 AG9600  NAD 83(1991)-  45 44 45.14736(N)    091 43 30.21712(W) AD(       ) 1
 AG9600  ELLIP H (04/30/98)  365.576  (m)                       GP(       ) 3 2
 AG9600
 AG9600.Superseded values are not recommended for survey control.
 AG9600
 AG9600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9600.See file dsdata.pdf to determine how the superseded data were derived.
 AG9600
 AG9600_MARKER: DE = TRAVERSE STATION DISK
 AG9600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9600_STAMPING: MADGE 511 RWR 1996
 AG9600_MARK LOGO: WI-129
 AG9600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9600+STABILITY: SURFACE MOTION
 AG9600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9600+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9600
 AG9600  HISTORY     - Date     Condition        Report By
 AG9600  HISTORY     - 1996     MONUMENTED       WI-129
 AG9600
 AG9600                          STATION DESCRIPTION
 AG9600
 AG9600'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AG9600'STATION LIES 300 FEET (91.4 M) WEST OF CTH M AND 45 FEET (13.7 M)
 AG9600'SOUTH OF CTH B IN SECTION 28 T38N R11W IN THE TOWN OF MADGE 9 MILES
 AG9600'(14.5 KM) EAST OF THE CITY OF SHELL LAKE VIA CTH B.  STATION LIES 3
 AG9600'FEET (0.9 M) NORTH OF COUNTY SURVEYOR SIGN IN LINE WITH THE WEST EDGE
 AG9600'OF GARAGE TO THE SOUTH.  MONUMENT IS A 4 INCH DIAMETER BRONZE DISK
 AG9600'ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET FLUSH IN A 10 INCH
 AG9600'DIAMETER BY 6.3 FOOT (1.9 M) LONG CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9567 ***********************************************************************
 AG9567  DESIGNATION -  516 BUCHMAN
 AG9567  PID         -  AG9567
 AG9567  STATE/COUNTY-  WI/WASHBURN
 AG9567  COUNTRY     -  US
 AG9567  USGS QUAD   -  TREGO (2019)
 AG9567
 AG9567                         *CURRENT SURVEY CONTROL
 AG9567  ______________________________________________________________________
 AG9567* NAD 83(2011) POSITION- 45 59 00.45348(N) 091 45 57.94857(W)   ADJUSTED
 AG9567* NAD 83(2011) ELLIP HT-   335.729 (meters)        (06/27/12)   ADJUSTED
 AG9567* NAD 83(2011) EPOCH   -  2010.00
 AG9567* NAVD 88 ORTHO HEIGHT -   363.8   (meters)     1194.    (feet) GPS OBS
 AG9567  ______________________________________________________________________
 AG9567  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AG9567  GEOID HEIGHT    -        -28.071 (meters)                     GEOID03
 AG9567  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 AG9567  NAD 83(2011) X  -   -136,833.967 (meters)                     COMP
 AG9567  NAD 83(2011) Y  - -4,437,766.661 (meters)                     COMP
 AG9567  NAD 83(2011) Z  -  4,564,211.644 (meters)                     COMP
 AG9567  LAPLACE CORR    -         -9.46  (seconds)                    DEFLEC18
 AG9567
 AG9567  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9567  Standards:
 AG9567         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9567            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9567  -------------------------------------------------------------------
 AG9567  NETWORK    0.54   1.31           0.25   0.18   0.67      0.16719399
 AG9567  -------------------------------------------------------------------
 AG9567  Click here for local accuracies and other accuracy information.
 AG9567
 AG9567.The horizontal coordinates were established by GPS observations
 AG9567.and adjusted by the National Geodetic Survey in June 2012.
 AG9567
 AG9567.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9567.been affixed to the stable North American tectonic plate. See 
 AG9567.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9567
 AG9567.The horizontal coordinates are valid at the epoch date displayed above
 AG9567.which is a decimal equivalence of Year/Month/Day.
 AG9567
 AG9567.The orthometric height was determined by GPS observations and a
 AG9567.high-resolution geoid model.
 AG9567
 AG9567.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9567.GEOID18 height accuracy estimate available here.
 AG9567
 AG9567.Click photographs - Photos may exist for this station.
 AG9567
 AG9567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9567
 AG9567.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9567
 AG9567.The ellipsoidal height was determined by GPS observations
 AG9567.and is referenced to NAD 83.
 AG9567
 AG9567. The following values were computed from the NAD 83(2011) position.
 AG9567
 AG9567;                    North         East     Units Scale Factor Converg.
 AG9567;SPC WI N     -    92,302.738   463,169.604   MT  0.99995050   -1 16 26.4
 AG9567;SPC WI N     -   302,829.90  1,519,582.28   sFT  0.99995050   -1 16 26.4
 AG9567;UTM  15      - 5,092,949.836   595,572.201   MT  0.99971229   +0 53 14.7
 AG9567
 AG9567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9567!SPC WI N     -   0.99994737  x   0.99995050  =   0.99989787
 AG9567!UTM  15      -   0.99994737  x   0.99971229  =   0.99965968
 AG9567
 AG9567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9557292949(NAD 83)
 AG9567
 AG9567                          SUPERSEDED SURVEY CONTROL
 AG9567
 AG9567  NAD 83(2007)-  45 59 00.45358(N)    091 45 57.94917(W) AD(2002.00) 0
 AG9567  ELLIP H (02/10/07)  335.768  (m)                       GP(2002.00)    
 AG9567  NAD 83(1997)-  45 59 00.45366(N)    091 45 57.94982(W) AD(       ) 1
 AG9567  ELLIP H (12/26/02)  335.792  (m)                       GP(       ) 3 2
 AG9567  NAD 83(1991)-  45 59 00.45334(N)    091 45 57.94841(W) AD(       ) 1
 AG9567  ELLIP H (04/30/98)  335.802  (m)                       GP(       ) 3 2
 AG9567  NAVD 88 (04/30/98)  363.9    (m)  GEOID96  model used  GPS OBS        
 AG9567
 AG9567.Superseded values are not recommended for survey control.
 AG9567
 AG9567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9567.See file dsdata.pdf to determine how the superseded data were derived.
 AG9567
 AG9567_MARKER: DE = TRAVERSE STATION DISK
 AG9567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9567_STAMPING: BUCHMAN 516 RWR 1994
 AG9567_MARK LOGO: WI-129
 AG9567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9567+STABILITY: SURFACE MOTION
 AG9567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9567+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 AG9567
 AG9567  HISTORY     - Date     Condition        Report By
 AG9567  HISTORY     - 1994     MONUMENTED       WI-129
 AG9567  HISTORY     - 20041206 GOOD             WOOLPT
 AG9567
 AG9567                          STATION DESCRIPTION
 AG9567
 AG9567'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1994 (RWR)
 AG9567'STATION LIES EAST OF LAMPSON ON CTH F 3 MILES (4.8 KM) EAST OF THE
 AG9567'INTERSECTION WITH USH 53.  MONUMENT IS 145 WEST OF THE INTERSECTION OF
 AG9567'CTH F AND NORTH ROAD, 33 SOUTH OF THE CENTER LINE OF CTH F, 3 FEET
 AG9567'(0.9 M) NORTH OF A COUNTY SURVEYOR SIGN AND 55 FEET (16.8 M) EAST OF A
 AG9567'DRIVEWAY GOING NORTH TO RESIDENCE WITH FIRE SIGN W4476.  MONUMENT IS A
 AG9567'4 INCH DIAMETER BRONZE DISK ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR
 AG9567'SET FLUSH IN A 10 INCH DIAMETER BY 6.3 LONG CONCRETE CYLINDER.
 AG9567
 AG9567                          STATION RECOVERY (2004)
 AG9567
 AG9567'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 AG9567'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4939 ***********************************************************************
 DJ4939  DESIGNATION -  52 GALE W GPS
 DJ4939  PID         -  DJ4939
 DJ4939  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4939  COUNTRY     -  US
 DJ4939  USGS QUAD   -  GALESVILLE (2018)
 DJ4939
 DJ4939                         *CURRENT SURVEY CONTROL
 DJ4939  ______________________________________________________________________
 DJ4939* NAD 83(2011) POSITION- 44 06 35.39193(N) 091 20 22.31673(W)   ADJUSTED
 DJ4939* NAD 83(2011) ELLIP HT-   198.863 (meters)        (06/27/12)   ADJUSTED
 DJ4939* NAD 83(2011) EPOCH   -  2010.00
 DJ4939* NAVD 88 ORTHO HEIGHT -   230.282 (meters)      755.52  (feet) ADJUSTED
 DJ4939  ______________________________________________________________________
 DJ4939  GEOID HEIGHT    -        -31.420 (meters)                     GEOID18
 DJ4939  NAD 83(2011) X  -   -107,233.973 (meters)                     COMP
 DJ4939  NAD 83(2011) Y  - -4,585,879.750 (meters)                     COMP
 DJ4939  NAD 83(2011) Z  -  4,417,000.502 (meters)                     COMP
 DJ4939  LAPLACE CORR    -         -8.39  (seconds)                    DEFLEC18
 DJ4939  DYNAMIC HEIGHT  -        230.249 (meters)      755.41  (feet) COMP
 DJ4939  MODELED GRAVITY -    980,467.5   (mgal)                       NAVD 88
 DJ4939
 DJ4939  VERT ORDER      -  SECOND    CLASS I
 DJ4939
 DJ4939  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4939  Standards:
 DJ4939         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4939            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4939  -------------------------------------------------------------------
 DJ4939  NETWORK    0.38   0.35           0.17   0.13   0.18      0.16608860
 DJ4939  -------------------------------------------------------------------
 DJ4939  Click here for local accuracies and other accuracy information.
 DJ4939
 DJ4939.The horizontal coordinates were established by GPS observations
 DJ4939.and adjusted by the National Geodetic Survey in June 2012.
 DJ4939
 DJ4939.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4939.been affixed to the stable North American tectonic plate. See 
 DJ4939.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4939
 DJ4939.The horizontal coordinates are valid at the epoch date displayed above
 DJ4939.which is a decimal equivalence of Year/Month/Day.
 DJ4939
 DJ4939.The orthometric height was determined by differential leveling and
 DJ4939.adjusted by the WI DEPT OF TRANSP
 DJ4939.in May 2012.
 DJ4939
 DJ4939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4939.GEOID18 height accuracy estimate available here.
 DJ4939
 DJ4939.Click photographs - Photos may exist for this station.
 DJ4939
 DJ4939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4939
 DJ4939.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4939
 DJ4939.The ellipsoidal height was determined by GPS observations
 DJ4939.and is referenced to NAD 83.
 DJ4939
 DJ4939.The dynamic height is computed by dividing the NAVD 88
 DJ4939.geopotential number by the normal gravity value computed on the
 DJ4939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4939.degrees latitude (g = 980.6199 gals.).
 DJ4939
 DJ4939.The modeled gravity was interpolated from observed gravity values.
 DJ4939
 DJ4939. The following values were computed from the NAD 83(2011) position.
 DJ4939
 DJ4939;                    North         East     Units Scale Factor Converg.
 DJ4939;SPC WI C     -    31,608.653   492,761.301   MT  1.00002945   -0 56 42.5
 DJ4939;SPC WI C     -   103,702.72  1,616,667.70   sFT  1.00002945   -0 56 42.5
 DJ4939;UTM  15      - 4,885,412.059   632,881.294   MT  0.99981717   +1 09 21.3
 DJ4939
 DJ4939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4939!SPC WI C     -   0.99996882  x   1.00002945  =   0.99999827
 DJ4939!UTM  15      -   0.99996882  x   0.99981717  =   0.99978599
 DJ4939
 DJ4939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3288185412(NAD 83)
 DJ4939
 DJ4939                          SUPERSEDED SURVEY CONTROL
 DJ4939
 DJ4939  NAD 83(2007)-  44 06 35.39204(N)    091 20 22.31754(W) AD(2002.00) 1
 DJ4939  ELLIP H (07/29/08)  198.896  (m)                       GP(2002.00) 3 1
 DJ4939  NAVD 88             230.28   (m)          755.5    (f) LEVELING    3  
 DJ4939  NAVD 88 (07/08/08)  230.276  (m)          755.50   (f) SUPERSEDED  2 1
 DJ4939
 DJ4939.Superseded values are not recommended for survey control.
 DJ4939
 DJ4939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4939.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4939
 DJ4939_MARKER: DD = SURVEY DISK
 DJ4939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4939_STAMPING: 52 GALE W GPS 1995
 DJ4939_MARK LOGO: WI-121
 DJ4939_PROJECTION: FLUSH
 DJ4939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4939+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2011
 DJ4939
 DJ4939  HISTORY     - Date     Condition        Report By
 DJ4939  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4939  HISTORY     - 20061009 GOOD             WIDT
 DJ4939  HISTORY     - 20110922 GOOD             WIDT
 DJ4939
 DJ4939                          STATION DESCRIPTION
 DJ4939
 DJ4939'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4939'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4939'HIGHWAY TTT ABOUT 2 MI (3.2 KM) NORTH OF THE CITY OF GALESVILLE, GO
 DJ4939'SOUTH ON US HIGHWAY 53 FOR 0.05 MI (0.1 KM) TO THE STATION ON THE
 DJ4939'LEFT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL
 DJ4939'STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE
 DJ4939'POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE
 DJ4939'HIGHWAY PAVEMENT.  THE STATION IS 15.7 M (51.5 FT) EAST OF THE
 DJ4939'CENTERLINE OF US HIGHWAY 53, 45 M (147.6 FT) SOUTH OF THE EXTENDED
 DJ4939'CENTERLINE OF COUNTY HIGHWAY TTT, 31 M (101.7 FT) NORTH OF THE
 DJ4939'EXTENDED CENTER OF A BUSINESS ENTRANCE --TRU GAS SERVICE--, 9 M (29.5
 DJ4939'FT) SOUTH OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF
 DJ4939'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4939'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4939'HORIZON.
 DJ4939
 DJ4939                          STATION RECOVERY (2011)
 DJ4939
 DJ4939'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4939'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0368 ***********************************************************************
 NG0368  DESIGNATION -  52.06
 NG0368  PID         -  NG0368
 NG0368  STATE/COUNTY-  WI/RACINE
 NG0368  COUNTRY     -  US
 NG0368  USGS QUAD   -  RACINE SOUTH (2018)
 NG0368
 NG0368                         *CURRENT SURVEY CONTROL
 NG0368  ______________________________________________________________________
 NG0368* NAD 83(1986) POSITION- 42 42 53.36   (N) 087 47 57.43   (W)   HD_HELD1
 NG0368* NAVD 88 ORTHO HEIGHT -   192.806 (meters)      632.56  (feet) ADJUSTED
 NG0368  ______________________________________________________________________
 NG0368  GEOID HEIGHT    -        -34.784 (meters)                     GEOID18
 NG0368  DYNAMIC HEIGHT  -        192.751 (meters)      632.38  (feet) COMP
 NG0368  MODELED GRAVITY -    980,331.9   (mgal)                       NAVD 88
 NG0368
 NG0368  VERT ORDER      -  FIRST     CLASS 0
 NG0368
 NG0368.The horizontal coordinates were determined by differentially corrected
 NG0368.hand held GPS observations or other comparable positioning techniques
 NG0368.and have an estimated accuracy of +/- 3 meters.
 NG0368
 NG0368.The orthometric height was determined by differential leveling and
 NG0368.adjusted by the NATIONAL GEODETIC SURVEY
 NG0368.in June 1991.
 NG0368
 NG0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0368.GEOID18 height accuracy estimate available here.
 NG0368
 NG0368.Click photographs - Photos may exist for this station.
 NG0368
 NG0368.The dynamic height is computed by dividing the NAVD 88
 NG0368.geopotential number by the normal gravity value computed on the
 NG0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0368.degrees latitude (g = 980.6199 gals.).
 NG0368
 NG0368.The modeled gravity was interpolated from observed gravity values.
 NG0368
 NG0368;                    North         East    Units  Estimated Accuracy
 NG0368;SPC WI S     -    81,789.6     780,255.8     MT  (+/- 3 meters HH1 GPS) 
 NG0368
 NG0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3455029456(NAD 83)
 NG0368
 NG0368                          SUPERSEDED SURVEY CONTROL
 NG0368
 NG0368  NGVD 29 (??/??/92)  192.88   (m)          632.8    (f) COMPUTED    1 0
 NG0368
 NG0368.Superseded values are not recommended for survey control.
 NG0368
 NG0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0368.See file dsdata.pdf to determine how the superseded data were derived.
 NG0368
 NG0368_MARKER: DD = SURVEY DISK
 NG0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0368_SP_SET: OVERPASS
 NG0368_STAMPING: 52.06
 NG0368_MARK LOGO: WIDT
 NG0368_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0368+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2006
 NG0368
 NG0368  HISTORY     - Date     Condition        Report By
 NG0368  HISTORY     - UNK      MONUMENTED       WIDT
 NG0368  HISTORY     - 1972     GOOD             NGS
 NG0368  HISTORY     - 20000226 GOOD             USPSQD
 NG0368  HISTORY     - 2001     GOOD             WIDT
 NG0368  HISTORY     - 20030913 GOOD             USPSQD
 NG0368  HISTORY     - 20060710 GOOD             WIDT
 NG0368
 NG0368                          STATION DESCRIPTION
 NG0368
 NG0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0368'AT RACINE.
 NG0368'AT RACINE, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 NG0368'GUARDRAIL BASE OF THE WASHINGTON AVE. OVERPASS OVER MEMORIAL
 NG0368'DRIVE, 8.5 FEET SOUTH OF THE SOUTH CURBLINE OF WASHINGTON AVE.,
 NG0368'0.4 FEET EAST OF THE WEST END OF THE GUARDRAIL, AND ABOUT 2 FEET
 NG0368'ABOVE THE LEVEL OF THE AVE.  SEC 17, T3N, R23E
 NG0368
 NG0368                          STATION RECOVERY (2000)
 NG0368
 NG0368'RECOVERY NOTE BY US POWER SQUADRON 2000
 NG0368'RECOVERED IN GOOD CONDITION.
 NG0368
 NG0368                          STATION RECOVERY (2001)
 NG0368
 NG0368'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0368'THE STATION IS LOCATED IN RACINE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 NG0368'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 NG0368'HIGHWAY 20 WITH STATE HIGHWAY 32 AT THE INTERSECTION OF WASHINGTON
 NG0368'AVENUE AND RACINE STREET IN THE CITY OF RACINE, GO WEST ON STATE
 NG0368'HIGHWAY 20 (WASHINGTON AVENUE) FOR 0.7 KM TO THE STATION ON THE LEFT.
 NG0368'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 NG0368'SURVEY DISK SET IN A CONCRETE BRIDGE GUARD RAIL BASE AND ABOUT 0.5 M
 NG0368'ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 5.9 M SOUTH OF THE
 NG0368'CENTERLINE OF THE EASTBOUND LANES OF HIGHWAY 20 (WASHINGTON AVENUE),
 NG0368'3.6 M WEST OF WEST CURB OF SOUTH MEMORIAL DRIVE, 0.2 M NORTH OF
 NG0368'NORTHWEST CORNER OF A RETAINING WALL ON THE EAST SIDE OF SOUTH
 NG0368'MEMORIAL DRIVE AND 0.2 M EAST OF WEST END OF THE SOUTH GUARD RAIL
 NG0368'BASE.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 NG0368'DUE TO A TREE OVERHANGING THE STATION.
 NG0368
 NG0368                          STATION RECOVERY (2003)
 NG0368
 NG0368'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NG0368'RECOVERED IN GOOD CONDITION.
 NG0368
 NG0368                          STATION RECOVERY (2006)
 NG0368
 NG0368'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 NG0368'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M NORTH OF A
 NG0368'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9544 ***********************************************************************
 AG9544  DESIGNATION -  520 CASEY
 AG9544  PID         -  AG9544
 AG9544  STATE/COUNTY-  WI/WASHBURN
 AG9544  COUNTRY     -  US
 AG9544  USGS QUAD   -  DUNN LAKE (2019)
 AG9544
 AG9544                         *CURRENT SURVEY CONTROL
 AG9544  ______________________________________________________________________
 AG9544* NAD 83(2011) POSITION- 45 57 24.14131(N) 091 58 22.81027(W)   ADJUSTED
 AG9544* NAD 83(2011) ELLIP HT-   290.417 (meters)        (06/27/12)   ADJUSTED
 AG9544* NAD 83(2011) EPOCH   -  2010.00
 AG9544* NAVD 88 ORTHO HEIGHT -   317.9   (meters)     1043.    (feet) GPS OBS
 AG9544  ______________________________________________________________________
 AG9544  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9544  GEOID HEIGHT    -        -27.460 (meters)                     GEOID96
 AG9544  GEOID HEIGHT    -        -27.525 (meters)                     GEOID18
 AG9544  NAD 83(2011) X  -   -152,931.192 (meters)                     COMP
 AG9544  NAD 83(2011) Y  - -4,439,348.947 (meters)                     COMP
 AG9544  NAD 83(2011) Z  -  4,562,112.171 (meters)                     COMP
 AG9544  LAPLACE CORR    -        -12.36  (seconds)                    DEFLEC18
 AG9544
 AG9544  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9544  Standards:
 AG9544         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9544            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9544  -------------------------------------------------------------------
 AG9544  NETWORK    0.88   3.57           0.42   0.26   1.82      0.06798018
 AG9544  -------------------------------------------------------------------
 AG9544  Click here for local accuracies and other accuracy information.
 AG9544
 AG9544.The horizontal coordinates were established by GPS observations
 AG9544.and adjusted by the National Geodetic Survey in June 2012.
 AG9544
 AG9544.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9544.been affixed to the stable North American tectonic plate. See 
 AG9544.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9544
 AG9544.The horizontal coordinates are valid at the epoch date displayed above
 AG9544.which is a decimal equivalence of Year/Month/Day.
 AG9544
 AG9544.The orthometric height was determined by GPS observations and a
 AG9544.high-resolution geoid model.
 AG9544
 AG9544.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9544.GEOID18 height accuracy estimate available here.
 AG9544
 AG9544.Click photographs - Photos may exist for this station.
 AG9544
 AG9544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9544
 AG9544.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9544
 AG9544.The ellipsoidal height was determined by GPS observations
 AG9544.and is referenced to NAD 83.
 AG9544
 AG9544. The following values were computed from the NAD 83(2011) position.
 AG9544
 AG9544;                    North         East     Units Scale Factor Converg.
 AG9544;SPC WI N     -    89,707.462   447,068.588   MT  0.99995210   -1 25 23.8
 AG9544;SPC WI N     -   294,315.23  1,466,757.53   sFT  0.99995210   -1 25 23.8
 AG9544;UTM  15      - 5,089,749.967   579,584.629   MT  0.99967786   +0 44 17.7
 AG9544
 AG9544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9544!SPC WI N     -   0.99995447  x   0.99995210  =   0.99990658
 AG9544!UTM  15      -   0.99995447  x   0.99967786  =   0.99963235
 AG9544
 AG9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7958489749(NAD 83)
 AG9544
 AG9544                          SUPERSEDED SURVEY CONTROL
 AG9544
 AG9544  NAD 83(2007)-  45 57 24.14137(N)    091 58 22.81088(W) AD(2002.00) 0
 AG9544  ELLIP H (02/10/07)  290.450  (m)                       GP(2002.00)    
 AG9544  NAD 83(1997)-  45 57 24.14163(N)    091 58 22.81153(W) AD(       ) 1
 AG9544  ELLIP H (12/26/02)  290.441  (m)                       GP(       ) 3 2
 AG9544  NAD 83(1991)-  45 57 24.14122(N)    091 58 22.80985(W) AD(       ) 1
 AG9544  ELLIP H (04/30/98)  290.457  (m)                       GP(       ) 3 2
 AG9544
 AG9544.Superseded values are not recommended for survey control.
 AG9544
 AG9544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9544.See file dsdata.pdf to determine how the superseded data were derived.
 AG9544
 AG9544_MARKER: DE = TRAVERSE STATION DISK
 AG9544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9544_STAMPING: CASEY 520 RWR 1994
 AG9544_MARK LOGO: WI-129
 AG9544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9544+STABILITY: SURFACE MOTION
 AG9544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9544+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AG9544
 AG9544  HISTORY     - Date     Condition        Report By
 AG9544  HISTORY     - 1994     MONUMENTED       WI-129
 AG9544
 AG9544                          STATION DESCRIPTION
 AG9544
 AG9544'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1994 (RWR)
 AG9544'STATION IS ABOUT 12 MILES (19.3 KM) NORTHWEST OF SPOONER VIA CTH K,
 AG9544'CTH E, ISLAND LAKE ROAD AND CASEY LAKE ROAD AT THE SOUTHEAST CORNER OF
 AG9544'SECTION 9, TOWNSHIP 40 NORTH OF RANGE 13 WEST.  STATION LIES ABOUT
 AG9544'1.05 MILES (1.69 KM) WEST OF THE INTERSECTION OF ISLAND LAKE ROAD WITH
 AG9544'CASEY LAKE ROAD AT THE INTERSECTION OF CASEY LAKE ROAD AND LANDING
 AG9544'ROAD.  MOMUMENT LIES 15 FEET (4.6 M) EAST OF THE CENTER LINE OF EAST
 AG9544'FLOWAGE FIRE LAND, 25 FEET (7.6 M) WEST OF THE CENTER LINE OF LANDING
 AG9544'ROAD, 30 FEET (9.1 M) NORTH OF CASEY LAKE AND 3 FEET (0.9 M) SOUTHWEST
 AG9544'OF A COUNTY SURVEYOR SIGN.  MONUMENT IS A 4 INCH DIAMETER BRONZE DISK
 AG9544'ATTACHED TO 5 FOOT (1.5 M) LONG REBAR SET FLUSH IN A 10 INCH DIAMETER
 AG9544'BY 6.3 FOOT (1.9 M) LONG CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9603 ***********************************************************************
 AG9603  DESIGNATION -  522 ZEHM ROAD
 AG9603  PID         -  AG9603
 AG9603  STATE/COUNTY-  WI/WASHBURN
 AG9603  COUNTRY     -  US
 AG9603  USGS QUAD   -  MCKENZIE LAKE (2018)
 AG9603
 AG9603                         *CURRENT SURVEY CONTROL
 AG9603  ______________________________________________________________________
 AG9603* NAD 83(2011) POSITION- 45 59 54.53098(N) 092 01 19.46102(W)   ADJUSTED
 AG9603* NAD 83(2011) ELLIP HT-   286.296 (meters)        (06/27/12)   ADJUSTED
 AG9603* NAD 83(2011) EPOCH   -  2010.00
 AG9603* NAVD 88 ORTHO HEIGHT -   313.4   (meters)     1028.    (feet) GPS OBS
 AG9603  ______________________________________________________________________
 AG9603  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9603  GEOID HEIGHT    -        -27.067 (meters)                     GEOID96
 AG9603  GEOID HEIGHT    -        -27.116 (meters)                     GEOID18
 AG9603  NAD 83(2011) X  -   -156,615.197 (meters)                     COMP
 AG9603  NAD 83(2011) Y  - -4,435,876.549 (meters)                     COMP
 AG9603  NAD 83(2011) Z  -  4,565,336.179 (meters)                     COMP
 AG9603  LAPLACE CORR    -         -9.20  (seconds)                    DEFLEC18
 AG9603
 AG9603  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9603  Standards:
 AG9603         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9603            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9603  -------------------------------------------------------------------
 AG9603  NETWORK    1.13   4.43           0.52   0.37   2.26      0.19413762
 AG9603  -------------------------------------------------------------------
 AG9603  Click here for local accuracies and other accuracy information.
 AG9603
 AG9603.The horizontal coordinates were established by GPS observations
 AG9603.and adjusted by the National Geodetic Survey in June 2012.
 AG9603
 AG9603.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9603.been affixed to the stable North American tectonic plate. See 
 AG9603.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9603
 AG9603.The horizontal coordinates are valid at the epoch date displayed above
 AG9603.which is a decimal equivalence of Year/Month/Day.
 AG9603
 AG9603.The orthometric height was determined by GPS observations and a
 AG9603.high-resolution geoid model.
 AG9603
 AG9603.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9603.GEOID18 height accuracy estimate available here.
 AG9603
 AG9603.Click photographs - Photos may exist for this station.
 AG9603
 AG9603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9603
 AG9603.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9603
 AG9603.The ellipsoidal height was determined by GPS observations
 AG9603.and is referenced to NAD 83.
 AG9603
 AG9603. The following values were computed from the NAD 83(2011) position.
 AG9603
 AG9603;                    North         East     Units Scale Factor Converg.
 AG9603;SPC WI N     -    94,444.703   443,384.106   MT  0.99994969   -1 27 31.2
 AG9603;SPC WI N     -   309,857.33  1,454,669.35   sFT  0.99994969   -1 27 31.2
 AG9603;UTM  15      - 5,094,343.578   575,725.138   MT  0.99967049   +0 42 12.5
 AG9603
 AG9603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9603!SPC WI N     -   0.99995512  x   0.99994969  =   0.99990481
 AG9603!UTM  15      -   0.99995512  x   0.99967049  =   0.99962562
 AG9603
 AG9603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7572594343(NAD 83)
 AG9603
 AG9603                          SUPERSEDED SURVEY CONTROL
 AG9603
 AG9603  NAD 83(2007)-  45 59 54.53111(N)    092 01 19.46168(W) AD(2002.00) 0
 AG9603  ELLIP H (02/10/07)  286.332  (m)                       GP(2002.00)    
 AG9603  NAD 83(1997)-  45 59 54.53117(N)    092 01 19.46234(W) AD(       ) 1
 AG9603  ELLIP H (12/26/02)  286.368  (m)                       GP(       ) 3 2
 AG9603  NAD 83(1991)-  45 59 54.53089(N)    092 01 19.46079(W) AD(       ) 1
 AG9603  ELLIP H (04/30/98)  286.381  (m)                       GP(       ) 3 2
 AG9603
 AG9603.Superseded values are not recommended for survey control.
 AG9603
 AG9603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9603.See file dsdata.pdf to determine how the superseded data were derived.
 AG9603
 AG9603_MARKER: DE = TRAVERSE STATION DISK
 AG9603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9603_STAMPING: ZEHM ROAD 522 RWR 1994
 AG9603_MARK LOGO: WI-129
 AG9603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9603+STABILITY: SURFACE MOTION
 AG9603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9603+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AG9603
 AG9603  HISTORY     - Date     Condition        Report By
 AG9603  HISTORY     - 1994     MONUMENTED       WI-129
 AG9603
 AG9603                          STATION DESCRIPTION
 AG9603
 AG9603'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1994 (RWR)
 AG9603'STATION LIES ABOUT 17 MILES (27.4 KM) NORTHWEST OF SPOONER VIA CTH K,
 AG9603'CTH E, AND LOWER MCKENZIE ROAD TO THE INTERSECTION OF ZEHM ROAD.
 AG9603'MONUMENT LIES 42 FEET (12.8 M) EAST AND 49 FEET (14.9 M) NORTH OF THE
 AG9603'CENTER LINE OF THE INTERSECTION AND 3 FEET (0.9 M) WEST OF A COUNTY
 AG9603'SURVEYOR SIGN.  CABIN ON SOUTH SIDE OF T INTERSECTION HAS FIRE NUMBER
 AG9603'CHICOG 9379.  MONUMENT IS A 4 INCH DIAMETER BRONZE DISK ATTACHED TO A
 AG9603'5 FOOT (1.5 M) LONG REBAR SET FLUSH IN A 10 INCH BY 6.3 FOOT (1.9 M)
 AG9603'LONG CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9568 ***********************************************************************
 AG9568  DESIGNATION -  527 CEDAR CREEK
 AG9568  PID         -  AG9568
 AG9568  STATE/COUNTY-  WI/WASHBURN
 AG9568  COUNTRY     -  US
 AG9568  USGS QUAD   -  STANBERRY WEST (2018)
 AG9568
 AG9568                         *CURRENT SURVEY CONTROL
 AG9568  ______________________________________________________________________
 AG9568* NAD 83(2011) POSITION- 46 04 17.14883(N) 091 39 42.23941(W)   ADJUSTED
 AG9568* NAD 83(2011) ELLIP HT-   336.291 (meters)        (06/27/12)   ADJUSTED
 AG9568* NAD 83(2011) EPOCH   -  2010.00
 AG9568* NAVD 88 ORTHO HEIGHT -   364.1   (meters)     1195.    (feet) GPS OBS
 AG9568  ______________________________________________________________________
 AG9568  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9568  GEOID HEIGHT    -        -27.744 (meters)                     GEOID96
 AG9568  GEOID HEIGHT    -        -27.788 (meters)                     GEOID18
 AG9568  NAD 83(2011) X  -   -128,546.335 (meters)                     COMP
 AG9568  NAD 83(2011) Y  - -4,430,974.467 (meters)                     COMP
 AG9568  NAD 83(2011) Z  -  4,571,001.497 (meters)                     COMP
 AG9568  LAPLACE CORR    -         -8.65  (seconds)                    DEFLEC18
 AG9568
 AG9568  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9568  Standards:
 AG9568         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9568            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9568  -------------------------------------------------------------------
 AG9568  NETWORK    0.88   2.82           0.40   0.30   1.44      0.28341407
 AG9568  -------------------------------------------------------------------
 AG9568  Click here for local accuracies and other accuracy information.
 AG9568
 AG9568.The horizontal coordinates were established by GPS observations
 AG9568.and adjusted by the National Geodetic Survey in June 2012.
 AG9568
 AG9568.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9568.been affixed to the stable North American tectonic plate. See 
 AG9568.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9568
 AG9568.The horizontal coordinates are valid at the epoch date displayed above
 AG9568.which is a decimal equivalence of Year/Month/Day.
 AG9568
 AG9568.The orthometric height was determined by GPS observations and a
 AG9568.high-resolution geoid model.
 AG9568
 AG9568.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9568.GEOID18 height accuracy estimate available here.
 AG9568
 AG9568.Click photographs - Photos may exist for this station.
 AG9568
 AG9568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9568
 AG9568.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9568
 AG9568.The ellipsoidal height was determined by GPS observations
 AG9568.and is referenced to NAD 83.
 AG9568
 AG9568. The following values were computed from the NAD 83(2011) position.
 AG9568
 AG9568;                    North         East     Units Scale Factor Converg.
 AG9568;SPC WI N     -   101,903.746   471,458.632   MT  0.99994675   -1 11 55.4
 AG9568;SPC WI N     -   334,329.21  1,546,777.20   sFT  0.99994675   -1 11 55.4
 AG9568;UTM  15      - 5,102,854.471   603,491.333   MT  0.99973166   +0 57 50.1
 AG9568
 AG9568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9568!SPC WI N     -   0.99994728  x   0.99994675  =   0.99989404
 AG9568!UTM  15      -   0.99994728  x   0.99973166  =   0.99967896
 AG9568
 AG9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0349102854(NAD 83)
 AG9568
 AG9568                          SUPERSEDED SURVEY CONTROL
 AG9568
 AG9568  NAD 83(2007)-  46 04 17.14892(N)    091 39 42.24005(W) AD(2002.00) 0
 AG9568  ELLIP H (02/10/07)  336.328  (m)                       GP(2002.00)    
 AG9568  NAD 83(1997)-  46 04 17.14900(N)    091 39 42.24068(W) AD(       ) 1
 AG9568  ELLIP H (12/26/02)  336.348  (m)                       GP(       ) 3 2
 AG9568  NAD 83(1991)-  46 04 17.14866(N)    091 39 42.23941(W) AD(       ) 1
 AG9568  ELLIP H (04/30/98)  336.355  (m)                       GP(       ) 3 2
 AG9568
 AG9568.Superseded values are not recommended for survey control.
 AG9568
 AG9568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9568.See file dsdata.pdf to determine how the superseded data were derived.
 AG9568
 AG9568_MARKER: DE = TRAVERSE STATION DISK
 AG9568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9568_STAMPING: CEDAR CREEK 527 RWR 1996
 AG9568_MARK LOGO: WI-129
 AG9568_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9568+STABILITY: SURFACE MOTION
 AG9568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9568+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 AG9568
 AG9568  HISTORY     - Date     Condition        Report By
 AG9568  HISTORY     - 1996     MONUMENTED       WI-129
 AG9568  HISTORY     - 20081016 GOOD             WIDT
 AG9568
 AG9568                          STATION DESCRIPTION
 AG9568
 AG9568'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AG9568'STATION LIES ABOUT EIGHT AND A HALF MILES EAST OF MINONG ALONG STH 77
 AG9568'AT THE NORTHEAST CORNER OF THE INTERSECTION WITH CEDAR CREEK TRAIL
 AG9568'ABOUT 500 EAST OF THE WISCONSIN CENTRAL RAILROAD BRIDGE.  MARK IS 35
 AG9568'NORTH OF THE CENTER LINE OF STH 77, 25 FEET (7.6 M) EAST OF CEDAR
 AG9568'CREEK TRAIL AND 3 FEET (0.9 M) SOUTH OF A COUNTY SURVEYOR SIGN.
 AG9568'MONUMENT IS A 4 INCH DIAMETER BRONZE DISK ATTACHED TO A 5 FOOT (1.5 M)
 AG9568'REBAR SET FLUSH IN A 10 INCH DIAMETER BY 6.3 FOOT (1.9 M) CONCRETE
 AG9568'CYLINDER.
 AG9568
 AG9568                          STATION RECOVERY (2008)
 AG9568
 AG9568'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AG9568'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.2 M SOUTH OF A
 AG9568'--CEDAR CREEK MANAGEMENT AREA-- WOOD SIGN, 5.2 M SOUTH OF A STEEL POST
 AG9568'WITH FIRE NUMBER --W2366-- ATTACHED, 0.9 M NORTH AND 0.9 M SOUTH OF
 AG9568'TWO STEEL POSTS , AND 0.6 M SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 AG9568'
 AG9568'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 AG9568'EXTENDING TO 45 DEGREES, TREES TO THE NORTHEAST EXTENDING TO 25
 AG9568'DEGREES, AND TREES TO THE SOUTH EXTENDING TO 20 DEGREES ABOVE THE
 AG9568'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9608 ***********************************************************************
 AG9608  DESIGNATION -  528 TOTOGATIC
 AG9608  PID         -  AG9608
 AG9608  STATE/COUNTY-  WI/WASHBURN
 AG9608  COUNTRY     -  US
 AG9608  USGS QUAD   -  CHITTAMO NE (2018)
 AG9608
 AG9608                         *CURRENT SURVEY CONTROL
 AG9608  ______________________________________________________________________
 AG9608* NAD 83(2011) POSITION- 46 07 49.13917(N) 091 33 28.37816(W)   ADJUSTED
 AG9608* NAD 83(2011) ELLIP HT-   353.753 (meters)        (06/27/12)   ADJUSTED
 AG9608* NAD 83(2011) EPOCH   -  2010.00
 AG9608* NAVD 88 ORTHO HEIGHT -   381.6   (meters)     1252.    (feet) GPS OBS
 AG9608  ______________________________________________________________________
 AG9608  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9608  GEOID HEIGHT    -        -27.807 (meters)                     GEOID96
 AG9608  GEOID HEIGHT    -        -27.838 (meters)                     GEOID18
 AG9608  NAD 83(2011) X  -   -120,386.951 (meters)                     COMP
 AG9608  NAD 83(2011) Y  - -4,426,497.413 (meters)                     COMP
 AG9608  NAD 83(2011) Z  -  4,575,552.843 (meters)                     COMP
 AG9608  LAPLACE CORR    -        -10.31  (seconds)                    DEFLEC18
 AG9608
 AG9608  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9608  Standards:
 AG9608         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9608            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9608  -------------------------------------------------------------------
 AG9608  NETWORK    1.48   5.88           0.71   0.36   3.00      0.46493988
 AG9608  -------------------------------------------------------------------
 AG9608  Click here for local accuracies and other accuracy information.
 AG9608
 AG9608.The horizontal coordinates were established by GPS observations
 AG9608.and adjusted by the National Geodetic Survey in June 2012.
 AG9608
 AG9608.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9608.been affixed to the stable North American tectonic plate. See 
 AG9608.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9608
 AG9608.The horizontal coordinates are valid at the epoch date displayed above
 AG9608.which is a decimal equivalence of Year/Month/Day.
 AG9608
 AG9608.The orthometric height was determined by GPS observations and a
 AG9608.high-resolution geoid model.
 AG9608
 AG9608.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9608.GEOID18 height accuracy estimate available here.
 AG9608
 AG9608.Click photographs - Photos may exist for this station.
 AG9608
 AG9608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9608
 AG9608.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9608
 AG9608.The ellipsoidal height was determined by GPS observations
 AG9608.and is referenced to NAD 83.
 AG9608
 AG9608. The following values were computed from the NAD 83(2011) position.
 AG9608
 AG9608;                    North         East     Units Scale Factor Converg.
 AG9608;SPC WI N     -   108,284.712   479,619.154   MT  0.99994556   -1 07 25.7
 AG9608;SPC WI N     -   355,264.09  1,573,550.51   sFT  0.99994556   -1 07 25.7
 AG9608;UTM  15      - 5,109,537.537   611,403.581   MT  0.99975256   +1 02 23.1
 AG9608
 AG9608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9608!SPC WI N     -   0.99994455  x   0.99994556  =   0.99989011
 AG9608!UTM  15      -   0.99994455  x   0.99975256  =   0.99969712
 AG9608
 AG9608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1140309537(NAD 83)
 AG9608
 AG9608                          SUPERSEDED SURVEY CONTROL
 AG9608
 AG9608  NAD 83(2007)-  46 07 49.13928(N)    091 33 28.37883(W) AD(2002.00) 0
 AG9608  ELLIP H (02/10/07)  353.788  (m)                       GP(2002.00)    
 AG9608  NAD 83(1997)-  46 07 49.13935(N)    091 33 28.37944(W) AD(       ) 1
 AG9608  ELLIP H (12/26/02)  353.805  (m)                       GP(       ) 3 2
 AG9608  NAD 83(1991)-  46 07 49.13911(N)    091 33 28.37830(W) AD(       ) 1
 AG9608  ELLIP H (04/30/98)  353.800  (m)                       GP(       ) 3 2
 AG9608
 AG9608.Superseded values are not recommended for survey control.
 AG9608
 AG9608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9608.See file dsdata.pdf to determine how the superseded data were derived.
 AG9608
 AG9608_MARKER: DE = TRAVERSE STATION DISK
 AG9608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9608_STAMPING: TOTOGATIC 528 RWR 1996
 AG9608_MARK LOGO: WI-129
 AG9608_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9608+STABILITY: SURFACE MOTION
 AG9608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9608+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9608
 AG9608  HISTORY     - Date     Condition        Report By
 AG9608  HISTORY     - 1996     MONUMENTED       WI-129
 AG9608
 AG9608                          STATION DESCRIPTION
 AG9608
 AG9608'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AG9608'STATION IS AT NORTH END OF TOTOGATIC FLOWAGE DAM IN SECTION 12, T43N
 AG9608'R10W, AT THE END OF WOZNY (FROG CREEK) ROAD TO THE WEST AND END OF
 AG9608'TOWN ROAD LEADING FROM STH 27 ABOUT TWO MILES EAST.  MARK IS ON EAST
 AG9608'EDGE OF EMBANKMENT NORTHEAST OF THE NORTHEAST END OF THE DAM, WEST OF
 AG9608'THE BOAT LANDING AND 3 FEET (0.9 M) WEST OF A COUNTY SURVEYOR SIGN.
 AG9608'CENTER LINE OF ROAD CROSSING THE TOP OF THE DAM IS 10 FEET (3.0 M)
 AG9608'WEST.  MONUMENT IS A 4 INCH DIAMETER BRONZE DISK ATTACHED TO A 5 FOOT
 AG9608'(1.5 M) LONG REBAR SET FLUSH IN A 10 INCH DIAMETER BY 6.3 FOOT (1.9 M)
 AG9608'LONG CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0645 ***********************************************************************
 OM0645  DESIGNATION -  53 ADP
 OM0645  PID         -  OM0645
 OM0645  STATE/COUNTY-  WI/DANE
 OM0645  COUNTRY     -  US
 OM0645  USGS QUAD   -  BLACK EARTH (2018)
 OM0645
 OM0645                         *CURRENT SURVEY CONTROL
 OM0645  ______________________________________________________________________
 OM0645* NAD 83(2011) POSITION- 43 14 58.34128(N) 089 40 23.45786(W)   ADJUSTED
 OM0645* NAD 83(2011) ELLIP HT-   229.954 (meters)        (06/27/12)   ADJUSTED
 OM0645* NAD 83(2011) EPOCH   -  2010.00
 OM0645* NAVD 88 ORTHO HEIGHT -   264.7   (meters)      868.    (feet) VERTCON3
 OM0645  ______________________________________________________________________
 OM0645  GEOID HEIGHT    -        -34.598 (meters)                     GEOID18
 OM0645  NAD 83(2011) X  -     26,541.711 (meters)                     COMP
 OM0645  NAD 83(2011) Y  - -4,653,094.243 (meters)                     COMP
 OM0645  NAD 83(2011) Z  -  4,347,893.111 (meters)                     COMP
 OM0645  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 OM0645
 OM0645  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0645  Standards:
 OM0645         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0645            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0645  -------------------------------------------------------------------
 OM0645  NETWORK    2.16   3.47           1.07   0.47   1.77     -0.02993792
 OM0645  -------------------------------------------------------------------
 OM0645  Click here for local accuracies and other accuracy information.
 OM0645
 OM0645.The horizontal coordinates were established by GPS observations
 OM0645.and adjusted by the National Geodetic Survey in June 2012.
 OM0645
 OM0645.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0645.been affixed to the stable North American tectonic plate. See 
 OM0645.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0645
 OM0645.The horizontal coordinates are valid at the epoch date displayed above
 OM0645.which is a decimal equivalence of Year/Month/Day.
 OM0645
 OM0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0645
 OM0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0645.GEOID18 height accuracy estimate available here.
 OM0645
 OM0645.Click photographs - Photos may exist for this station.
 OM0645
 OM0645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0645
 OM0645.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0645
 OM0645.The ellipsoidal height was determined by GPS observations
 OM0645.and is referenced to NAD 83.
 OM0645
 OM0645. The following values were computed from the NAD 83(2011) position.
 OM0645
 OM0645;                    North         East     Units Scale Factor Converg.
 OM0645;SPC WI S     -   138,863.606   626,539.134   MT  0.99993604   +0 13 28.4
 OM0645;SPC WI S     -   455,588.35  2,055,570.48   sFT  0.99993604   +0 13 28.4
 OM0645;UTM  16      - 4,791,996.217   282,992.165   MT  1.00017933   -1 49 56.3
 OM0645
 OM0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0645!SPC WI S     -   0.99996394  x   0.99993604  =   0.99989998
 OM0645!UTM  16      -   0.99996394  x   1.00017933  =   1.00014326
 OM0645
 OM0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8299291996(NAD 83)
 OM0645
 OM0645                          SUPERSEDED SURVEY CONTROL
 OM0645
 OM0645  NAD 83(2007)-  43 14 58.34045(N)    089 40 23.45889(W) AD(2002.00) 0
 OM0645  ELLIP H (02/10/07)  230.092  (m)                       GP(2002.00)    
 OM0645  NAD 83(1997)-  43 14 58.34051(N)    089 40 23.45922(W) AD(       ) 2
 OM0645  ELLIP H (06/17/02)  229.998  (m)                       GP(       ) 4 1
 OM0645  NAD 83(1991)-  43 14 58.33961(N)    089 40 23.45782(W) AD(       ) 2
 OM0645  ELLIP H (11/21/91)  230.201  (m)                       GP(       ) 4 1
 OM0645  NAD 83(1986)-  43 14 58.33030(N)    089 40 23.46364(W) AD(       ) 2
 OM0645  NAD 27      -  43 14 58.36553(N)    089 40 23.02973(W) AD(       ) 2
 OM0645  NGVD 29 (07/12/88)  264.8    (m)  RAPSU86  model used  GPS OBS        
 OM0645
 OM0645.Superseded values are not recommended for survey control.
 OM0645
 OM0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0645.See file dsdata.pdf to determine how the superseded data were derived.
 OM0645
 OM0645_MARKER: DB = BENCH MARK DISK
 OM0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0645_STAMPING: 868 53 ADP 1956
 OM0645_MARK LOGO: USGS
 OM0645_PROJECTION: RECESSED 50 CENTIMETERS
 OM0645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0645+STABILITY: SURFACE MOTION
 OM0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0645+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 OM0645
 OM0645  HISTORY     - Date     Condition        Report By
 OM0645  HISTORY     - 1956     MONUMENTED       USGS
 OM0645  HISTORY     - 1987     GOOD             CGS
 OM0645  HISTORY     - 20031028 GOOD             USPSQD
 OM0645
 OM0645                          STATION DESCRIPTION
 OM0645
 OM0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1987 (REP)
 OM0645'THE STATION IS LOCATED 6.4 KM (4.0 MI) NORTH OF MARXVILLE, 4.8 KM
 OM0645'(3.0 MI) SOUTHEAST OF SAUK CITY, AND ON THE EASTERN EDGE OF ROXBURY
 OM0645'ON PRIVATE PROPERTY.  OWNERSHIP--MR GLEN MACK, 8886 COUNTY HIGHWAY
 OM0645'Y, SAUK CITY WI 53583, PHONE 608-643-3730.
 OM0645'
 OM0645'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND COUNTY
 OM0645'HIGHWAY KP, WHICH IS ABOUT 3.2 KM (2.0 MI) NORTH OF MARXVILLE, GO
 OM0645'NORTH ON COUNTY HIGHWAY KP FOR 3.1 KM (1.9 MI) TO COUNTY HIGHWAY Y.
 OM0645'TURN LEFT AND GO WEST ON COUNTY HIGHWAY Y FOR 0.5 KM (0.3 MI) TO
 OM0645'THE STATION ON THE RIGHT IN A PRIVATE DRIVEWAY AT ADDRESS LISTING IN
 OM0645'OWNERSHIP.
 OM0645'
 OM0645'THE STATION IS A STANDARD USGS BENCH MARK DISK STAMPED---868 53ADP
 OM0645'1956---, SET IN THE TOP OF A SQUARE CONCRETE POST 15 CM ON A SIDE
 OM0645'SURROUNDED BY A 20 CM PVC PIPE AND RECESSED 50 CM BELOW THE SURFACE
 OM0645'OF THE DRIVEWAY.  LOCATED 10.5 METERS (34.5 FT) NORTH OF THE
 OM0645'CENTERLINE OF COUNTY HIGHWAY Y, 9.8 METERS (32.0 FT) SOUTH OF THE
 OM0645'SOUTHEAST CORNER OF HOUSE, 5.9 METERS (19.5 FT) WEST-NORTHWEST FROM
 OM0645'MAIL BOX AND 1.9 METERS (6.3 FT) WEST OF A STONE WALL.
 OM0645'
 OM0645'DANE COUNTY, WISCONSIN 1987.
 OM0645'
 OM0645'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0645'
 OM0645'DESCRIBED BY D.A. BOWLING.
 OM0645
 OM0645                          STATION RECOVERY (2003)
 OM0645
 OM0645'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAH)
 OM0645'ADDRESS 8886 CTH Y IS NOW LISTED AS BREUNIG.  MARK FOUND UNDER METAL
 OM0645'COVER PLATE IN PAVED DRIVEWAY AS NOTED, 6.3 FT W OF STONE WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4941 ***********************************************************************
 DJ4941  DESIGNATION -  53 TREMPEALEAU N GPS
 DJ4941  PID         -  DJ4941
 DJ4941  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4941  COUNTRY     -  US
 DJ4941  USGS QUAD   -  TREMPEALEAU (2018)
 DJ4941
 DJ4941                         *CURRENT SURVEY CONTROL
 DJ4941  ______________________________________________________________________
 DJ4941* NAD 83(2011) POSITION- 44 07 19.93135(N) 091 26 22.90405(W)   ADJUSTED
 DJ4941* NAD 83(2011) ELLIP HT-   205.590 (meters)        (06/27/12)   ADJUSTED
 DJ4941* NAD 83(2011) EPOCH   -  2010.00
 DJ4941* NAVD 88 ORTHO HEIGHT -   236.680 (meters)      776.51  (feet) ADJUSTED
 DJ4941  ______________________________________________________________________
 DJ4941  GEOID HEIGHT    -        -31.091 (meters)                     GEOID18
 DJ4941  NAD 83(2011) X  -   -115,226.810 (meters)                     COMP
 DJ4941  NAD 83(2011) Y  - -4,584,733.420 (meters)                     COMP
 DJ4941  NAD 83(2011) Z  -  4,417,992.168 (meters)                     COMP
 DJ4941  LAPLACE CORR    -         -6.06  (seconds)                    DEFLEC18
 DJ4941  DYNAMIC HEIGHT  -        236.646 (meters)      776.40  (feet) COMP
 DJ4941  MODELED GRAVITY -    980,470.0   (mgal)                       NAVD 88
 DJ4941
 DJ4941  VERT ORDER      -  SECOND    CLASS I
 DJ4941
 DJ4941  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4941  Standards:
 DJ4941         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4941            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4941  -------------------------------------------------------------------
 DJ4941  NETWORK    0.36   0.33           0.16   0.13   0.17      0.06225474
 DJ4941  -------------------------------------------------------------------
 DJ4941  Click here for local accuracies and other accuracy information.
 DJ4941
 DJ4941.The horizontal coordinates were established by GPS observations
 DJ4941.and adjusted by the National Geodetic Survey in June 2012.
 DJ4941
 DJ4941.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4941.been affixed to the stable North American tectonic plate. See 
 DJ4941.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4941
 DJ4941.The horizontal coordinates are valid at the epoch date displayed above
 DJ4941.which is a decimal equivalence of Year/Month/Day.
 DJ4941
 DJ4941.The orthometric height was determined by differential leveling and
 DJ4941.adjusted by the WI DEPT OF TRANSP
 DJ4941.in May 2012.
 DJ4941
 DJ4941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4941.GEOID18 height accuracy estimate available here.
 DJ4941
 DJ4941.Click photographs - Photos may exist for this station.
 DJ4941
 DJ4941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4941
 DJ4941.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4941
 DJ4941.The ellipsoidal height was determined by GPS observations
 DJ4941.and is referenced to NAD 83.
 DJ4941
 DJ4941.The dynamic height is computed by dividing the NAVD 88
 DJ4941.geopotential number by the normal gravity value computed on the
 DJ4941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4941.degrees latitude (g = 980.6199 gals.).
 DJ4941
 DJ4941.The modeled gravity was interpolated from observed gravity values.
 DJ4941
 DJ4941. The following values were computed from the NAD 83(2011) position.
 DJ4941
 DJ4941;                    North         East     Units Scale Factor Converg.
 DJ4941;SPC WI C     -    33,120.412   484,767.742   MT  1.00002661   -1 00 56.9
 DJ4941;SPC WI C     -   108,662.55  1,590,442.17   sFT  1.00002661   -1 00 56.9
 DJ4941;UTM  15      - 4,886,629.386   624,839.472   MT  0.99979168   +1 05 11.1
 DJ4941
 DJ4941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4941!SPC WI C     -   0.99996776  x   1.00002661  =   0.99999437
 DJ4941!UTM  15      -   0.99996776  x   0.99979168  =   0.99975945
 DJ4941
 DJ4941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2483986629(NAD 83)
 DJ4941
 DJ4941                          SUPERSEDED SURVEY CONTROL
 DJ4941
 DJ4941  NAD 83(2007)-  44 07 19.93146(N)    091 26 22.90487(W) AD(2002.00) 1
 DJ4941  ELLIP H (07/29/08)  205.622  (m)                       GP(2002.00) 3 1
 DJ4941  NAVD 88             236.67   (m)          776.5    (f) LEVELING    3  
 DJ4941  NAVD 88 (07/08/08)  236.674  (m)          776.49   (f) SUPERSEDED  2 1
 DJ4941
 DJ4941.Superseded values are not recommended for survey control.
 DJ4941
 DJ4941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4941.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4941
 DJ4941_MARKER: DD = SURVEY DISK
 DJ4941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4941_STAMPING: 53 TREMPEALEAU N GPS 1995
 DJ4941_MARK LOGO: WI-121
 DJ4941_PROJECTION: FLUSH
 DJ4941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4941+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 DJ4941
 DJ4941  HISTORY     - Date     Condition        Report By
 DJ4941  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4941  HISTORY     - 20061019 GOOD             WIDT
 DJ4941  HISTORY     - 20110927 GOOD             WIDT
 DJ4941
 DJ4941                          STATION DESCRIPTION
 DJ4941
 DJ4941'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4941'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4941'HIGHWAY F ABOUT 5 MI (8.0 KM) SOUTH OF THE CITY OF ARCADIA, GO SOUTH
 DJ4941'ON STATE HIGHWAY 93 FOR 3.3 MI (5.3 KM) TO FOX COULEE ROAD ON THE
 DJ4941'LEFT, CONTINUE SOUTH ON STATE HIGHWAY 93 FOR 0.3 MI (0.5 KM) TO WALSKY
 DJ4941'LANE ON THE LEFT AND THE STATION ON THE LEFT.
 DJ4941'
 DJ4941'THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION
 DJ4941'DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST,
 DJ4941'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 DJ4941'PAVEMENT.
 DJ4941'
 DJ4941'THE STATION IS 11.1 M (36.4 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DJ4941'HIGHWAY 93, 29.1 M (95.5 FT) SOUTHWEST OF THE CENTERLINE OF WALSKY
 DJ4941'LANE, 6 M (19.7 FT) SOUTHWEST OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT)
 DJ4941'WEST, NORTHEAST, AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DJ4941'
 DJ4941'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4941'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4941
 DJ4941                          STATION RECOVERY (2011)
 DJ4941
 DJ4941'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9605 ***********************************************************************
 AG9605  DESIGNATION -  531 BASS LAKE
 AG9605  PID         -  AG9605
 AG9605  STATE/COUNTY-  WI/WASHBURN
 AG9605  COUNTRY     -  US
 AG9605  USGS QUAD   -  MCKENZIE LAKE (2018)
 AG9605
 AG9605                         *CURRENT SURVEY CONTROL
 AG9605  ______________________________________________________________________
 AG9605* NAD 83(2011) POSITION- 45 54 38.49192(N) 092 00 21.74017(W)   ADJUSTED
 AG9605* NAD 83(2011) ELLIP HT-   284.289 (meters)        (06/27/12)   ADJUSTED
 AG9605* NAD 83(2011) EPOCH   -  2010.00
 AG9605* NAVD 88 ORTHO HEIGHT -   311.9   (meters)     1023.    (feet) GPS OBS
 AG9605  ______________________________________________________________________
 AG9605  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9605  GEOID HEIGHT    -        -27.568 (meters)                     GEOID96
 AG9605  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 AG9605  NAD 83(2011) X  -   -155,619.339 (meters)                     COMP
 AG9605  NAD 83(2011) Y  - -4,442,928.581 (meters)                     COMP
 AG9605  NAD 83(2011) Z  -  4,558,550.574 (meters)                     COMP
 AG9605  LAPLACE CORR    -        -13.14  (seconds)                    DEFLEC18
 AG9605
 AG9605  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9605  Standards:
 AG9605         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9605            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9605  -------------------------------------------------------------------
 AG9605  NETWORK    1.33   4.37           0.63   0.41   2.23     -0.07777147
 AG9605  -------------------------------------------------------------------
 AG9605  Click here for local accuracies and other accuracy information.
 AG9605
 AG9605.The horizontal coordinates were established by GPS observations
 AG9605.and adjusted by the National Geodetic Survey in June 2012.
 AG9605
 AG9605.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9605.been affixed to the stable North American tectonic plate. See 
 AG9605.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9605
 AG9605.The horizontal coordinates are valid at the epoch date displayed above
 AG9605.which is a decimal equivalence of Year/Month/Day.
 AG9605
 AG9605.The orthometric height was determined by GPS observations and a
 AG9605.high-resolution geoid model.
 AG9605
 AG9605.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9605.GEOID18 height accuracy estimate available here.
 AG9605
 AG9605.Click photographs - Photos may exist for this station.
 AG9605
 AG9605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9605
 AG9605.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9605
 AG9605.The ellipsoidal height was determined by GPS observations
 AG9605.and is referenced to NAD 83.
 AG9605
 AG9605. The following values were computed from the NAD 83(2011) position.
 AG9605
 AG9605;                    North         East     Units Scale Factor Converg.
 AG9605;SPC WI N     -    84,659.046   444,379.281   MT  0.99995536   -1 26 49.6
 AG9605;SPC WI N     -   277,752.22  1,457,934.36   sFT  0.99995536   -1 26 49.6
 AG9605;UTM  15      - 5,084,605.154   577,088.320   MT  0.99967306   +0 42 50.2
 AG9605
 AG9605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9605!SPC WI N     -   0.99995543  x   0.99995536  =   0.99991080
 AG9605!UTM  15      -   0.99995543  x   0.99967306  =   0.99962851
 AG9605
 AG9605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7708884605(NAD 83)
 AG9605
 AG9605                          SUPERSEDED SURVEY CONTROL
 AG9605
 AG9605  NAD 83(2007)-  45 54 38.49198(N)    092 00 21.74077(W) AD(2002.00) 0
 AG9605  ELLIP H (02/10/07)  284.322  (m)                       GP(2002.00)    
 AG9605  NAD 83(1997)-  45 54 38.49227(N)    092 00 21.74144(W) AD(       ) 1
 AG9605  ELLIP H (12/26/02)  284.310  (m)                       GP(       ) 3 2
 AG9605  NAD 83(1991)-  45 54 38.49188(N)    092 00 21.73971(W) AD(       ) 1
 AG9605  ELLIP H (04/30/98)  284.327  (m)                       GP(       ) 3 2
 AG9605
 AG9605.Superseded values are not recommended for survey control.
 AG9605
 AG9605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9605.See file dsdata.pdf to determine how the superseded data were derived.
 AG9605
 AG9605_MARKER: DE = TRAVERSE STATION DISK
 AG9605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9605_STAMPING: BASS LAKE 531 RWR 1996
 AG9605_MARK LOGO: WI-129
 AG9605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9605+STABILITY: SURFACE MOTION
 AG9605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9605+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9605
 AG9605  HISTORY     - Date     Condition        Report By
 AG9605  HISTORY     - 1996     MONUMENTED       WI-129
 AG9605
 AG9605                          STATION DESCRIPTION
 AG9605
 AG9605'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AG9605'STATION IS FIVE AND A HALF MILES WEST OF TREGO ON CTH E AT THE
 AG9605'SOUTHEAST CORNER OF THE INTERSECTION WITH CTH E AND LITTLE BASS LAKE
 AG9605'ROAD IN SECTION 32 T40N R13W, TOWN OF CASEY.  MARK LIES 30 FEET (9.1
 AG9605'M) EAST OF THE CENTER LINE OF LITTLE BASS LAKE ROAD, 40 FEET (12.2 M)
 AG9605'SOUTH OF THE CENTER LINE OF CTH E ON THE BACKSLOPE OF THE HIGHWAY
 AG9605'EMBANKMENT 3 FEET (0.9 M) WEST OF A COUNTY SURVEYOR SIGN. MONUMENT IS
 AG9605'A 4 INCH DIAMETER BRONZE DISK ATTACHED TO A 5 FOOT (1.5 M) REBAR SET
 AG9605'FLUSH IN A 10 DIAMETER BY 6.3 FOOT (1.9 M) LONG CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9991 ***********************************************************************
 AF9991  DESIGNATION -  534 HINKFUSS
 AF9991  PID         -  AF9991
 AF9991  STATE/COUNTY-  WI/WASHBURN
 AF9991  COUNTRY     -  US
 AF9991  USGS QUAD   -  POTATO LAKE (2018)
 AF9991
 AF9991                         *CURRENT SURVEY CONTROL
 AF9991  ______________________________________________________________________
 AF9991* NAD 83(2011) POSITION- 45 48 48.21081(N) 091 43 22.05793(W)   ADJUSTED
 AF9991* NAD 83(2011) ELLIP HT-   351.392 (meters)        (06/27/12)   ADJUSTED
 AF9991* NAD 83(2011) EPOCH   -  2010.00
 AF9991* NAVD 88 ORTHO HEIGHT -   380.7   (meters)     1249.    (feet) GPS OBS
 AF9991  ______________________________________________________________________
 AF9991  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9991  GEOID HEIGHT    -        -29.285 (meters)                     GEOID96
 AF9991  GEOID HEIGHT    -        -29.395 (meters)                     GEOID18
 AF9991  NAD 83(2011) X  -   -133,888.402 (meters)                     COMP
 AF9991  NAD 83(2011) Y  - -4,451,448.590 (meters)                     COMP
 AF9991  NAD 83(2011) Z  -  4,551,067.058 (meters)                     COMP
 AF9991  LAPLACE CORR    -         -5.14  (seconds)                    DEFLEC18
 AF9991
 AF9991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9991  Standards:
 AF9991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9991  -------------------------------------------------------------------
 AF9991  NETWORK    0.52   1.61           0.24   0.17   0.82      0.08128555
 AF9991  -------------------------------------------------------------------
 AF9991  Click here for local accuracies and other accuracy information.
 AF9991
 AF9991.The horizontal coordinates were established by GPS observations
 AF9991.and adjusted by the National Geodetic Survey in June 2012.
 AF9991
 AF9991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9991.been affixed to the stable North American tectonic plate. See 
 AF9991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9991
 AF9991.The horizontal coordinates are valid at the epoch date displayed above
 AF9991.which is a decimal equivalence of Year/Month/Day.
 AF9991
 AF9991.The orthometric height was determined by GPS observations and a
 AF9991.high-resolution geoid model.
 AF9991
 AF9991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9991.GEOID18 height accuracy estimate available here.
 AF9991
 AF9991.Click photographs - Photos may exist for this station.
 AF9991
 AF9991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9991
 AF9991.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9991
 AF9991.The ellipsoidal height was determined by GPS observations
 AF9991.and is referenced to NAD 83.
 AF9991
 AF9991. The following values were computed from the NAD 83(2011) position.
 AF9991
 AF9991;                    North         East     Units Scale Factor Converg.
 AF9991;SPC WI N     -    73,331.438   466,114.055   MT  0.99996437   -1 14 34.0
 AF9991;SPC WI N     -   240,588.23  1,529,242.53   sFT  0.99996437   -1 14 34.0
 AF9991;UTM  15      - 5,074,107.523   599,228.740   MT  0.99972105   +0 54 57.3
 AF9991
 AF9991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9991!SPC WI N     -   0.99994491  x   0.99996437  =   0.99990929
 AF9991!UTM  15      -   0.99994491  x   0.99972105  =   0.99966598
 AF9991
 AF9991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9922874107(NAD 83)
 AF9991
 AF9991                          SUPERSEDED SURVEY CONTROL
 AF9991
 AF9991  NAD 83(2007)-  45 48 48.21086(N)    091 43 22.05852(W) AD(2002.00) 0
 AF9991  ELLIP H (02/10/07)  351.428  (m)                       GP(2002.00)    
 AF9991  NAD 83(1997)-  45 48 48.21091(N)    091 43 22.05931(W) AD(       ) 1
 AF9991  ELLIP H (12/26/02)  351.435  (m)                       GP(       ) 3 2
 AF9991  NAD 83(1991)-  45 48 48.21055(N)    091 43 22.05757(W) AD(       ) 1
 AF9991  ELLIP H (04/30/98)  351.456  (m)                       GP(       ) 3 2
 AF9991
 AF9991.Superseded values are not recommended for survey control.
 AF9991
 AF9991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9991.See file dsdata.pdf to determine how the superseded data were derived.
 AF9991
 AF9991_MARKER: DE = TRAVERSE STATION DISK
 AF9991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9991_STAMPING: HINKFUSS 534 RWR 1996
 AF9991_MARK LOGO: WI-129
 AF9991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9991+STABILITY: SURFACE MOTION
 AF9991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9991+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9991
 AF9991  HISTORY     - Date     Condition        Report By
 AF9991  HISTORY     - 1996     MONUMENTED       WI-129
 AF9991
 AF9991                          STATION DESCRIPTION
 AF9991
 AF9991'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AF9991'STATION IS AT THE SOUTHEAST CORNER OF INTERSECTION OF STH 70 AND CTH M
 AF9991'ABOUT EIGHT AND A QUARTER MILES EAST OF SPOONER AT THE NORTHWEST
 AF9991'CORNER OF SECTION 3, T38N R11W, TOWN OF MADGE.  MARK IS AT EDGE OF
 AF9991'SHOULDER OF ROAD OVERLOOKING HINKFUSS POND 93 FEET (28.3 M) EAST OF
 AF9991'THE CENTER LINE OF CTH M, 21 FEET (6.4 M) SOUTH OF THE CENTER LINE OF
 AF9991'STH 70 AND 5 FEET (1.5 M) NORTH OF A COUNTY SURVEYOR SIGN.  MONUMENT
 AF9991'IS A 4 INCH BRONZE DISK ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET
 AF9991'FLUSH IN A 10 INCH DIAMETER BY 6.3 FOOT (1.9 M) LONG CONCRETE
 AF9991'CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9597 ***********************************************************************
 AG9597  DESIGNATION -  535 POLLIWOG
 AG9597  PID         -  AG9597
 AG9597  STATE/COUNTY-  WI/WASHBURN
 AG9597  COUNTRY     -  US
 AG9597  USGS QUAD   -  NOBLETON (2018)
 AG9597
 AG9597                         *CURRENT SURVEY CONTROL
 AG9597  ______________________________________________________________________
 AG9597* NAD 83(2011) POSITION- 45 44 26.19382(N) 091 38 00.57364(W)   ADJUSTED
 AG9597* NAD 83(2011) ELLIP HT-   373.790 (meters)        (06/27/12)   ADJUSTED
 AG9597* NAD 83(2011) EPOCH   -  2010.00
 AG9597* NAVD 88 ORTHO HEIGHT -   403.6   (meters)     1324.    (feet) GPS OBS
 AG9597  ______________________________________________________________________
 AG9597  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9597  GEOID HEIGHT    -        -29.735 (meters)                     GEOID96
 AG9597  GEOID HEIGHT    -        -29.848 (meters)                     GEOID18
 AG9597  NAD 83(2011) X  -   -127,115.925 (meters)                     COMP
 AG9597  NAD 83(2011) Y  - -4,457,462.673 (meters)                     COMP
 AG9597  NAD 83(2011) Z  -  4,545,440.707 (meters)                     COMP
 AG9597  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 AG9597
 AG9597  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9597  Standards:
 AG9597         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9597            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9597  -------------------------------------------------------------------
 AG9597  NETWORK    1.03   3.21           0.48   0.33   1.64      0.06310134
 AG9597  -------------------------------------------------------------------
 AG9597  Click here for local accuracies and other accuracy information.
 AG9597
 AG9597.The horizontal coordinates were established by GPS observations
 AG9597.and adjusted by the National Geodetic Survey in June 2012.
 AG9597
 AG9597.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9597.been affixed to the stable North American tectonic plate. See 
 AG9597.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9597
 AG9597.The horizontal coordinates are valid at the epoch date displayed above
 AG9597.which is a decimal equivalence of Year/Month/Day.
 AG9597
 AG9597.The orthometric height was determined by GPS observations and a
 AG9597.high-resolution geoid model.
 AG9597
 AG9597.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9597.GEOID18 height accuracy estimate available here.
 AG9597
 AG9597.Click photographs - Photos may exist for this station.
 AG9597
 AG9597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9597
 AG9597.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9597
 AG9597.The ellipsoidal height was determined by GPS observations
 AG9597.and is referenced to NAD 83.
 AG9597
 AG9597. The following values were computed from the NAD 83(2011) position.
 AG9597
 AG9597;                    North         East     Units Scale Factor Converg.
 AG9597;SPC WI N     -    65,097.219   472,886.687   MT  0.99997297   -1 10 42.1
 AG9597;SPC WI N     -   213,573.13  1,551,462.41   sFT  0.99997297   -1 10 42.1
 AG9597;UTM  15      - 5,066,136.062   606,304.930   MT  0.99973893   +0 58 43.6
 AG9597
 AG9597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9597!SPC WI N     -   0.99994140  x   0.99997297  =   0.99991437
 AG9597!UTM  15      -   0.99994140  x   0.99973893  =   0.99968035
 AG9597
 AG9597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0630466136(NAD 83)
 AG9597
 AG9597                          SUPERSEDED SURVEY CONTROL
 AG9597
 AG9597  NAD 83(2007)-  45 44 26.19376(N)    091 38 00.57405(W) AD(2002.00) 0
 AG9597  ELLIP H (02/10/07)  373.853  (m)                       GP(2002.00)    
 AG9597  NAD 83(1997)-  45 44 26.19373(N)    091 38 00.57514(W) AD(       ) 1
 AG9597  ELLIP H (12/26/02)  373.874  (m)                       GP(       ) 3 2
 AG9597  NAD 83(1991)-  45 44 26.19341(N)    091 38 00.57348(W) AD(       ) 1
 AG9597  ELLIP H (04/30/98)  373.891  (m)                       GP(       ) 3 2
 AG9597
 AG9597.Superseded values are not recommended for survey control.
 AG9597
 AG9597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9597.See file dsdata.pdf to determine how the superseded data were derived.
 AG9597
 AG9597_MARKER: DE = TRAVERSE STATION DISK
 AG9597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9597_STAMPING: POLLIWOG 535 RWR 1996
 AG9597_MARK LOGO: WI-129
 AG9597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9597+STABILITY: SURFACE MOTION
 AG9597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9597+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9597
 AG9597  HISTORY     - Date     Condition        Report By
 AG9597  HISTORY     - 1996     MONUMENTED       WI-129
 AG9597
 AG9597                          STATION DESCRIPTION
 AG9597
 AG9597'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AG9597'STATION LIES 7 MILES (11.3 KM) DUE EAST OF SARONA.  TAKE CTH D FROM
 AG9597'USH 53 AT SARONA FOR ABOUT 10 MILES (16.1 KM) TO THE INTERSECTION WITH
 AG9597'EASTSIDE ROAD ABOUT AN EIGHT OF A MILE EAST OF THE LONG LAKE DAM.
 AG9597'FOLLOW EAST SIDE ROAD-LONG LAKE ROAD NORTH ABOUT 5-3/4 MILES TO THE
 AG9597'INTERSECTION WITH STOWE ROAD RUNNING EAST ABOUT 650 FEET (198.1 M)
 AG9597'NORTH OF THE SOUTH QUARTER CORNER OF SECTION 29, T38N R10W.  STATION
 AG9597'LIES IN THE NORTHWEST CORNER OF THE INTERSECTION ABOUT 30 FEET (9.1 M)
 AG9597'NORTH AND 40 FEET (12.2 M) WEST OF LONG LAKE ROAD AT THE INTERSECTION
 AG9597'WITH STOWE ROAD AND 3 FEET (0.9 M) SOUTH OF A COUNTY SURVEYOR SIGN.
 AG9597'MONUMENT IS A 4 INCH DIAMETER BRONZE DISK ATTACHED TO A 5 FOOT (1.5 M)
 AG9597'LONG REBAR SET FLUSH IN A 10 INCH DIAMETER BY 6.3 FOOT (1.9 M) LONG
 AG9597'CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9601 ***********************************************************************
 AG9601  DESIGNATION -  537 BRILL RIVER
 AG9601  PID         -  AG9601
 AG9601  STATE/COUNTY-  WI/WASHBURN
 AG9601  COUNTRY     -  US
 AG9601  USGS QUAD   -  NOBLETON (2018)
 AG9601
 AG9601                         *CURRENT SURVEY CONTROL
 AG9601  ______________________________________________________________________
 AG9601* NAD 83(2011) POSITION- 45 38 19.02218(N) 091 40 17.30917(W)   ADJUSTED
 AG9601* NAD 83(2011) ELLIP HT-   344.729 (meters)        (06/27/12)   ADJUSTED
 AG9601* NAD 83(2011) EPOCH   -  2010.00
 AG9601* NAVD 88 ORTHO HEIGHT -   374.7   (meters)     1229.    (feet) GPS OBS
 AG9601  ______________________________________________________________________
 AG9601  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9601  GEOID HEIGHT    -        -29.943 (meters)                     GEOID96
 AG9601  GEOID HEIGHT    -        -30.048 (meters)                     GEOID18
 AG9601  NAD 83(2011) X  -   -130,306.831 (meters)                     COMP
 AG9601  NAD 83(2011) Y  - -4,465,465.754 (meters)                     COMP
 AG9601  NAD 83(2011) Z  -  4,537,500.801 (meters)                     COMP
 AG9601  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 AG9601
 AG9601  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9601  Standards:
 AG9601         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9601            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9601  -------------------------------------------------------------------
 AG9601  NETWORK    1.20   4.00           0.55   0.40   2.04     -0.21264265
 AG9601  -------------------------------------------------------------------
 AG9601  Click here for local accuracies and other accuracy information.
 AG9601
 AG9601.The horizontal coordinates were established by GPS observations
 AG9601.and adjusted by the National Geodetic Survey in June 2012.
 AG9601
 AG9601.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9601.been affixed to the stable North American tectonic plate. See 
 AG9601.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9601
 AG9601.The horizontal coordinates are valid at the epoch date displayed above
 AG9601.which is a decimal equivalence of Year/Month/Day.
 AG9601
 AG9601.The orthometric height was determined by GPS observations and a
 AG9601.high-resolution geoid model.
 AG9601
 AG9601.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9601.GEOID18 height accuracy estimate available here.
 AG9601
 AG9601.Click photographs - Photos may exist for this station.
 AG9601
 AG9601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9601
 AG9601.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9601
 AG9601.The ellipsoidal height was determined by GPS observations
 AG9601.and is referenced to NAD 83.
 AG9601
 AG9601. The following values were computed from the NAD 83(2011) position.
 AG9601
 AG9601;                    North         East     Units Scale Factor Converg.
 AG9601;SPC WI N     -    53,825.508   469,692.935   MT  0.99998772   -1 12 20.7
 AG9601;SPC WI N     -   176,592.52  1,540,984.24   sFT  0.99998772   -1 12 20.7
 AG9601;UTM  15      - 5,054,754.947   603,538.239   MT  0.99973180   +0 56 59.7
 AG9601
 AG9601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9601!SPC WI N     -   0.99994596  x   0.99998772  =   0.99993368
 AG9601!UTM  15      -   0.99994596  x   0.99973180  =   0.99967777
 AG9601
 AG9601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0353854754(NAD 83)
 AG9601
 AG9601                          SUPERSEDED SURVEY CONTROL
 AG9601
 AG9601  NAD 83(2007)-  45 38 19.02221(N)    091 40 17.30976(W) AD(2002.00) 0
 AG9601  ELLIP H (02/10/07)  344.764  (m)                       GP(2002.00)    
 AG9601  NAD 83(1997)-  45 38 19.02215(N)    091 40 17.31065(W) AD(       ) 1
 AG9601  ELLIP H (12/26/02)  344.792  (m)                       GP(       ) 3 2
 AG9601  NAD 83(1991)-  45 38 19.02186(N)    091 40 17.30877(W) AD(       ) 1
 AG9601  ELLIP H (04/30/98)  344.815  (m)                       GP(       ) 3 2
 AG9601
 AG9601.Superseded values are not recommended for survey control.
 AG9601
 AG9601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9601.See file dsdata.pdf to determine how the superseded data were derived.
 AG9601
 AG9601_MARKER: DE = TRAVERSE STATION DISK
 AG9601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9601_STAMPING: BRILL RIVER 537 RWR 1996
 AG9601_MARK LOGO: WI-129
 AG9601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9601+STABILITY: SURFACE MOTION
 AG9601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9601+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9601
 AG9601  HISTORY     - Date     Condition        Report By
 AG9601  HISTORY     - 1996     MONUMENTED       WI-129
 AG9601
 AG9601                          STATION DESCRIPTION
 AG9601
 AG9601'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AG9601'STATION IS ABOUT 5-1/2 MILES WEST OF BIRCHWOOD ON THE BARRON-WASHBURN
 AG9601'COUNTY LINE NEAR THE SOUTH QUARTER CORNER OF SECTION 36, T37N R11W,
 AG9601'TOWN OF LONG LAKE.  TAKE STH 48 ABOUT 3-1/2 MILES WEST OF BIRCHWOOD TO
 AG9601'THE INTERSECTION WITH 30TH AVE ON THE COUNTY LINE.  TAKE 30TH AVE
 AG9601'3-1/2 MILES WEST TO STATION WHICH LIES 30 FEET (9.1 M) NORTH OF CENTER
 AG9601'LINE OF 30TH AVE AND 3 FEET (0.9 M) SOUTH OF COUNTY SURVEYOR SIGN IN
 AG9601'FENCE AT CREST OF SMALL RISE.  STATION LIES 1/2 MILE WEST OF BRILL
 AG9601'ROAD TO NORTH, 1/4 MILE WEST OF TOWN ROAD TO SOUTH AND 600 FEET (182.9
 AG9601'M) SOUTHEAST OF BRILL RIVER BRIDGE ON 30TH AVE.  MONUMENT IS A 4 INCH
 AG9601'DIAMETER BRONZE DISK ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET FLUSH
 AG9601'IN A 10 INCH DIAMETER BY 6.3 FOOT (1.9 M) LONG CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9602 ***********************************************************************
 AG9602  DESIGNATION -  539 PERSHING
 AG9602  PID         -  AG9602
 AG9602  STATE/COUNTY-  WI/WASHBURN
 AG9602  COUNTRY     -  US
 AG9602  USGS QUAD   -  SHELL LAKE (2018)
 AG9602
 AG9602                         *CURRENT SURVEY CONTROL
 AG9602  ______________________________________________________________________
 AG9602* NAD 83(2011) POSITION- 45 38 20.65943(N) 091 55 12.38365(W)   ADJUSTED
 AG9602* NAD 83(2011) ELLIP HT-   374.784 (meters)        (06/27/12)   ADJUSTED
 AG9602* NAD 83(2011) EPOCH   -  2010.00
 AG9602* NAVD 88 ORTHO HEIGHT -   404.4   (meters)     1327.    (feet) GPS OBS
 AG9602  ______________________________________________________________________
 AG9602  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9602  GEOID HEIGHT    -        -29.566 (meters)                     GEOID96
 AG9602  GEOID HEIGHT    -        -29.675 (meters)                     GEOID18
 AG9602  NAD 83(2011) X  -   -149,682.673 (meters)                     COMP
 AG9602  NAD 83(2011) Y  - -4,464,843.134 (meters)                     COMP
 AG9602  NAD 83(2011) Z  -  4,537,557.633 (meters)                     COMP
 AG9602  LAPLACE CORR    -         -6.87  (seconds)                    DEFLEC18
 AG9602
 AG9602  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9602  Standards:
 AG9602         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9602            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9602  -------------------------------------------------------------------
 AG9602  NETWORK    1.43   3.80           0.61   0.52   1.94      0.43654623
 AG9602  -------------------------------------------------------------------
 AG9602  Click here for local accuracies and other accuracy information.
 AG9602
 AG9602.The horizontal coordinates were established by GPS observations
 AG9602.and adjusted by the National Geodetic Survey in June 2012.
 AG9602
 AG9602.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9602.been affixed to the stable North American tectonic plate. See 
 AG9602.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9602
 AG9602.The horizontal coordinates are valid at the epoch date displayed above
 AG9602.which is a decimal equivalence of Year/Month/Day.
 AG9602
 AG9602.The orthometric height was determined by GPS observations and a
 AG9602.high-resolution geoid model.
 AG9602
 AG9602.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9602.GEOID18 height accuracy estimate available here.
 AG9602
 AG9602.Click photographs - Photos may exist for this station.
 AG9602
 AG9602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9602
 AG9602.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9602
 AG9602.The ellipsoidal height was determined by GPS observations
 AG9602.and is referenced to NAD 83.
 AG9602
 AG9602. The following values were computed from the NAD 83(2011) position.
 AG9602
 AG9602;                    North         East     Units Scale Factor Converg.
 AG9602;SPC WI N     -    54,314.279   450,314.518   MT  0.99998764   -1 23 06.4
 AG9602;SPC WI N     -   178,196.10  1,477,406.88   sFT  0.99998764   -1 23 06.4
 AG9602;UTM  15      - 5,054,514.267   584,160.562   MT  0.99968708   +0 46 19.6
 AG9602
 AG9602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9602!SPC WI N     -   0.99994125  x   0.99998764  =   0.99992889
 AG9602!UTM  15      -   0.99994125  x   0.99968708  =   0.99962835
 AG9602
 AG9602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8416054514(NAD 83)
 AG9602
 AG9602                          SUPERSEDED SURVEY CONTROL
 AG9602
 AG9602  NAD 83(2007)-  45 38 20.65943(N)    091 55 12.38423(W) AD(2002.00) 0
 AG9602  ELLIP H (02/10/07)  374.816  (m)                       GP(2002.00)    
 AG9602  NAD 83(1997)-  45 38 20.65958(N)    091 55 12.38496(W) AD(       ) 1
 AG9602  ELLIP H (12/26/02)  374.823  (m)                       GP(       ) 3 2
 AG9602  NAD 83(1991)-  45 38 20.65916(N)    091 55 12.38307(W) AD(       ) 1
 AG9602  ELLIP H (04/30/98)  374.855  (m)                       GP(       ) 3 2
 AG9602
 AG9602.Superseded values are not recommended for survey control.
 AG9602
 AG9602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9602.See file dsdata.pdf to determine how the superseded data were derived.
 AG9602
 AG9602_MARKER: DE = TRAVERSE STATION DISK
 AG9602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9602_STAMPING: PERSHING 539 RWR 1996
 AG9602_MARK LOGO: WI-129
 AG9602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9602+STABILITY: SURFACE MOTION
 AG9602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9602+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9602
 AG9602  HISTORY     - Date     Condition        Report By
 AG9602  HISTORY     - 1996     MONUMENTED       WI-129
 AG9602
 AG9602                          STATION DESCRIPTION
 AG9602
 AG9602'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AG9602'STATION LIES ABOUT THREE AND A HALF MILES EAST OF HAUGEN AT THE
 AG9602'NORTHWEST CORNER OF THE INTERSECTION OF 3OTH AVENUE (COUNTY LINE
 AG9602'BETWEEN BARRON AND WASHBURN COUNTIES) AND PERSHING ROAD AT THE SOUTH
 AG9602'QUARTER SECTION CORNER OF SECTION 36, T37N R13W, TOWN OF BARRONETT.
 AG9602'STATION IS ON THE INSLOPE OF A SHALLOW HIGHWAY DITCH 276 FEET (84.1 M)
 AG9602'WEST OF THE CENTER LINE OF PERSHING ROAD, 25 FEET (7.6 M) NORTH OF THE
 AG9602'CENTER LINE OF 30TH AVENUE, 5 FEET (1.5 M) SOUTH OF A COUNTY SURVEYOR
 AG9602'SIGN AND LIES ALONG THE WESTERLY EDGE OF WOODS TO THE NORTHEAST.
 AG9602'MONUMENT IS A 4 INCH DIAMETER BRONZE DISK ATTACHED TO A 5 FOOT (1.5 M)
 AG9602'REBAR SET FLUSH IN A 10 INCH DIAMETER BY 6.3 FOOT (1.9 M) LONG
 AG9602'CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5242 ***********************************************************************
 DK5242  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5242  DESIGNATION -  54 DODGE W GPS
 DK5242  PID         -  DK5242
 DK5242  STATE/COUNTY-  WI/TREMPEALEAU
 DK5242  COUNTRY     -  US
 DK5242  USGS QUAD   -  WINONA EAST (2019)
 DK5242
 DK5242                         *CURRENT SURVEY CONTROL
 DK5242  ______________________________________________________________________
 DK5242* NAD 83(2011) POSITION- 44 06 59.19271(N) 091 31 55.42715(W)   ADJUSTED
 DK5242* NAD 83(2011) ELLIP HT-   199.178 (meters)        (06/27/12)   ADJUSTED
 DK5242* NAD 83(2011) EPOCH   -  2010.00
 DK5242* NAVD 88 ORTHO HEIGHT -   230.07  (meters)      754.8   (feet) GPS OBS
 DK5242  ______________________________________________________________________
 DK5242  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5242  GEOID HEIGHT    -        -30.890 (meters)                     GEOID12A
 DK5242  GEOID HEIGHT    -        -30.896 (meters)                     GEOID18
 DK5242  NAD 83(2011) X  -   -122,629.578 (meters)                     COMP
 DK5242  NAD 83(2011) Y  - -4,584,982.567 (meters)                     COMP
 DK5242  NAD 83(2011) Z  -  4,417,528.166 (meters)                     COMP
 DK5242  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 DK5242
 DK5242  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5242  Standards:
 DK5242         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5242            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5242  -------------------------------------------------------------------
 DK5242  NETWORK    0.36   0.33           0.16   0.13   0.17      0.09580470
 DK5242  -------------------------------------------------------------------
 DK5242  Click here for local accuracies and other accuracy information.
 DK5242
 DK5242.The horizontal coordinates were established by GPS observations
 DK5242.and adjusted by the National Geodetic Survey in June 2012.
 DK5242
 DK5242.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5242.been affixed to the stable North American tectonic plate. See 
 DK5242.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5242
 DK5242.The horizontal coordinates are valid at the epoch date displayed above
 DK5242.which is a decimal equivalence of Year/Month/Day.
 DK5242
 DK5242.The orthometric height was determined by GPS observations and a
 DK5242.high-resolution geoid model using precise GPS observation and
 DK5242.processing techniques.
 DK5242
 DK5242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5242.GEOID18 height accuracy estimate available here.
 DK5242
 DK5242.Click photographs - Photos may exist for this station.
 DK5242
 DK5242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5242
 DK5242.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5242
 DK5242.The ellipsoidal height was determined by GPS observations
 DK5242.and is referenced to NAD 83.
 DK5242
 DK5242. The following values were computed from the NAD 83(2011) position.
 DK5242
 DK5242;                    North         East     Units Scale Factor Converg.
 DK5242;SPC WI C     -    32,615.685   477,363.482   MT  1.00002793   -1 04 51.6
 DK5242;SPC WI C     -   107,006.63  1,566,150.02   sFT  1.00002793   -1 04 51.6
 DK5242;UTM  15      - 4,885,853.535   617,460.536   MT  0.99976969   +1 01 19.1
 DK5242
 DK5242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5242!SPC WI C     -   0.99996877  x   1.00002793  =   0.99999670
 DK5242!UTM  15      -   0.99996877  x   0.99976969  =   0.99973847
 DK5242
 DK5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1746085853(NAD 83)
 DK5242
 DK5242                          SUPERSEDED SURVEY CONTROL
 DK5242
 DK5242  NAD 83(2007)-  44 06 59.19281(N)    091 31 55.42795(W) AD(2002.00) 1
 DK5242  ELLIP H (07/29/08)  199.210  (m)                       GP(2002.00) 3 1
 DK5242  NAVD 88 (07/29/08)  230.06   (m)  GEOID03  model used  GPS OBS        
 DK5242
 DK5242.Superseded values are not recommended for survey control.
 DK5242
 DK5242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5242.See file dsdata.pdf to determine how the superseded data were derived.
 DK5242
 DK5242_MARKER: DD = SURVEY DISK
 DK5242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5242_STAMPING: 54 DODGE W GPS 1995
 DK5242_MARK LOGO: WI-121
 DK5242_PROJECTION: FLUSH
 DK5242_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5242+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2011
 DK5242
 DK5242  HISTORY     - Date     Condition        Report By
 DK5242  HISTORY     - 1995     MONUMENTED       WI-121
 DK5242  HISTORY     - 20061016 GOOD             WIDT
 DK5242  HISTORY     - 20110928 GOOD             WIDT
 DK5242
 DK5242                          STATION DESCRIPTION
 DK5242
 DK5242'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5242'THE STATION IS LOCATED AT THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DK5242'HIGHWAY J ABOUT 9 MI (14.5 KM) NORTHWEST OF THE VILLAGE OF TREMPEALEAU
 DK5242'AND 1.5 MI (2.4 KM) SOUTHEAST OF THE COMMUNITY OF DODGE.  THE STATION
 DK5242'IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN
 DK5242'THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN
 DK5242'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DK5242'IS 9.4 M (30.8 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY J, 32.5 M
 DK5242'(106.6 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY G, 21.0 M (68.9
 DK5242'FT) EAST OF A WOOD POST FOR A --NO PASSING ZONE-- AND --CTH G AND CTH
 DK5242'J ENDS-- SIGN, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF
 DK5242'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5242'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5242'HORIZON.
 DK5242
 DK5242                          STATION RECOVERY (2011)
 DK5242
 DK5242'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9607 ***********************************************************************
 AG9607  DESIGNATION -  540 NORTHWOOD
 AG9607  PID         -  AG9607
 AG9607  STATE/COUNTY-  WI/WASHBURN
 AG9607  COUNTRY     -  US
 AG9607  USGS QUAD   -  GORDON (2018)
 AG9607
 AG9607                         *CURRENT SURVEY CONTROL
 AG9607  ______________________________________________________________________
 AG9607* NAD 83(2011) POSITION- 46 09 21.09640(N) 091 48 49.53698(W)   ADJUSTED
 AG9607* NAD 83(2011) ELLIP HT-   297.837 (meters)        (06/27/12)   ADJUSTED
 AG9607* NAD 83(2011) EPOCH   -  2010.00
 AG9607* NAVD 88 ORTHO HEIGHT -   325.0   (meters)     1066.    (feet) GPS OBS
 AG9607  ______________________________________________________________________
 AG9607  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9607  GEOID HEIGHT    -        -27.061 (meters)                     GEOID96
 AG9607  GEOID HEIGHT    -        -27.100 (meters)                     GEOID18
 AG9607  NAD 83(2011) X  -   -140,087.968 (meters)                     COMP
 AG9607  NAD 83(2011) Y  - -4,423,830.506 (meters)                     COMP
 AG9607  NAD 83(2011) Z  -  4,577,479.850 (meters)                     COMP
 AG9607  LAPLACE CORR    -         -5.82  (seconds)                    DEFLEC18
 AG9607
 AG9607  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9607  Standards:
 AG9607         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9607            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9607  -------------------------------------------------------------------
 AG9607  NETWORK    0.93   3.43           0.43   0.31   1.75     -0.18440588
 AG9607  -------------------------------------------------------------------
 AG9607  Click here for local accuracies and other accuracy information.
 AG9607
 AG9607.The horizontal coordinates were established by GPS observations
 AG9607.and adjusted by the National Geodetic Survey in June 2012.
 AG9607
 AG9607.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9607.been affixed to the stable North American tectonic plate. See 
 AG9607.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9607
 AG9607.The horizontal coordinates are valid at the epoch date displayed above
 AG9607.which is a decimal equivalence of Year/Month/Day.
 AG9607
 AG9607.The orthometric height was determined by GPS observations and a
 AG9607.high-resolution geoid model.
 AG9607
 AG9607.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9607.GEOID18 height accuracy estimate available here.
 AG9607
 AG9607.Click photographs - Photos may exist for this station.
 AG9607
 AG9607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9607
 AG9607.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9607
 AG9607.The ellipsoidal height was determined by GPS observations
 AG9607.and is referenced to NAD 83.
 AG9607
 AG9607. The following values were computed from the NAD 83(2011) position.
 AG9607
 AG9607;                    North         East     Units Scale Factor Converg.
 AG9607;SPC WI N     -   111,542.761   459,914.993   MT  0.99994537   -1 18 30.2
 AG9607;SPC WI N     -   365,953.21  1,508,904.44   sFT  0.99994537   -1 18 30.2
 AG9607;UTM  15      - 5,112,048.757   591,594.786   MT  0.99970313   +0 51 20.2
 AG9607
 AG9607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9607!SPC WI N     -   0.99995331  x   0.99994537  =   0.99989868
 AG9607!UTM  15      -   0.99995331  x   0.99970313  =   0.99965646
 AG9607
 AG9607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9159412048(NAD 83)
 AG9607
 AG9607                          SUPERSEDED SURVEY CONTROL
 AG9607
 AG9607  NAD 83(2007)-  46 09 21.09651(N)    091 48 49.53762(W) AD(2002.00) 0
 AG9607  ELLIP H (02/10/07)  297.876  (m)                       GP(2002.00)    
 AG9607  NAD 83(1997)-  46 09 21.09662(N)    091 48 49.53824(W) AD(       ) 1
 AG9607  ELLIP H (12/26/02)  297.900  (m)                       GP(       ) 3 2
 AG9607  NAD 83(1991)-  46 09 21.09637(N)    091 48 49.53677(W) AD(       ) 1
 AG9607  ELLIP H (04/30/98)  297.911  (m)                       GP(       ) 3 2
 AG9607
 AG9607.Superseded values are not recommended for survey control.
 AG9607
 AG9607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9607.See file dsdata.pdf to determine how the superseded data were derived.
 AG9607
 AG9607_MARKER: DE = TRAVERSE STATION DISK
 AG9607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9607_STAMPING: NORTHWOODS 540 RWR 1996
 AG9607_MARK LOGO: WI-129
 AG9607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9607+STABILITY: SURFACE MOTION
 AG9607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9607+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9607
 AG9607  HISTORY     - Date     Condition        Report By
 AG9607  HISTORY     - 1996     MONUMENTED       WI-129
 AG9607
 AG9607                          STATION DESCRIPTION
 AG9607
 AG9607'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AG9607'STATION IS ABOUT THREE AND THREE QUARTER MILES NORTH OF MINONG ALONG
 AG9607'USH 53 AT THE SOUTHWEST CORNER OF THE NORTHWOODS SCHOOL IN SECTION 1,
 AG9607'T42N R12W.  MARK IS 70 FEET (21.3 M) SOUTHWEST OF SOUTHWEST CORNER OF
 AG9607'WEST BUILDING, 6 FEET (1.8 M) NORTH OF SIDEWALK (WEST END) AND 20 FEET
 AG9607'(6.1 M) NORTHWEST OF WESTERLY LIGHT POLE.  MONUMENT IS A 4 INCH
 AG9607'DIAMETER BRONZE DISK ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET FLUSH
 AG9607'IN A 10 INCH DIAMETER BY 6.3 FOOT (1.9 M) LONG CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9569 ***********************************************************************
 AG9569  DESIGNATION -  541 THAYER
 AG9569  PID         -  AG9569
 AG9569  STATE/COUNTY-  WI/WASHBURN
 AG9569  COUNTRY     -  US
 AG9569  USGS QUAD   -  BIRCHWOOD (2018)
 AG9569
 AG9569                         *CURRENT SURVEY CONTROL
 AG9569  ______________________________________________________________________
 AG9569* NAD 83(2011) POSITION- 45 42 53.42072(N) 091 33 20.85653(W)   ADJUSTED
 AG9569* NAD 83(2011) ELLIP HT-   399.877 (meters)        (06/27/12)   ADJUSTED
 AG9569* NAD 83(2011) EPOCH   -  2010.00
 AG9569* NAVD 88 ORTHO HEIGHT -   429.8   (meters)     1410.    (feet) GPS OBS
 AG9569  ______________________________________________________________________
 AG9569  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AG9569  GEOID HEIGHT    -        -29.882 (meters)                     GEOID03
 AG9569  GEOID HEIGHT    -        -29.973 (meters)                     GEOID18
 AG9569  NAD 83(2011) X  -   -121,127.195 (meters)                     COMP
 AG9569  NAD 83(2011) Y  - -4,459,699.431 (meters)                     COMP
 AG9569  NAD 83(2011) Z  -  4,543,459.809 (meters)                     COMP
 AG9569  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 AG9569
 AG9569  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9569  Standards:
 AG9569         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9569            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9569  -------------------------------------------------------------------
 AG9569  NETWORK    0.56   1.22           0.26   0.18   0.62      0.07809471
 AG9569  -------------------------------------------------------------------
 AG9569  Click here for local accuracies and other accuracy information.
 AG9569
 AG9569.The horizontal coordinates were established by GPS observations
 AG9569.and adjusted by the National Geodetic Survey in June 2012.
 AG9569
 AG9569.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9569.been affixed to the stable North American tectonic plate. See 
 AG9569.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9569
 AG9569.The horizontal coordinates are valid at the epoch date displayed above
 AG9569.which is a decimal equivalence of Year/Month/Day.
 AG9569
 AG9569.The orthometric height was determined by GPS observations and a
 AG9569.high-resolution geoid model.
 AG9569
 AG9569.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9569.GEOID18 height accuracy estimate available here.
 AG9569
 AG9569.Click photographs - Photos may exist for this station.
 AG9569
 AG9569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9569
 AG9569.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9569
 AG9569.The ellipsoidal height was determined by GPS observations
 AG9569.and is referenced to NAD 83.
 AG9569
 AG9569. The following values were computed from the NAD 83(2011) position.
 AG9569
 AG9569;                    North         East     Units Scale Factor Converg.
 AG9569;SPC WI N     -    62,112.183   478,876.104   MT  0.99997640   -1 07 20.3
 AG9569;SPC WI N     -   203,779.72  1,571,112.68   sFT  0.99997640   -1 07 20.3
 AG9569;UTM  15      - 5,063,379.166   612,401.052   MT  0.99975532   +1 02 02.3
 AG9569
 AG9569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9569!SPC WI N     -   0.99993731  x   0.99997640  =   0.99991372
 AG9569!UTM  15      -   0.99993731  x   0.99975532  =   0.99969265
 AG9569
 AG9569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1240163379(NAD 83)
 AG9569
 AG9569                          SUPERSEDED SURVEY CONTROL
 AG9569
 AG9569  NAD 83(2007)-  45 42 53.42079(N)    091 33 20.85717(W) AD(2002.00) 0
 AG9569  ELLIP H (02/10/07)  399.913  (m)                       GP(2002.00)    
 AG9569  NAD 83(1997)-  45 42 53.42079(N)    091 33 20.85810(W) AD(       ) 1
 AG9569  ELLIP H (12/26/02)  399.890  (m)                       GP(       ) 3 2
 AG9569  NAD 83(1991)-  45 42 53.42041(N)    091 33 20.85671(W) AD(       ) 1
 AG9569  ELLIP H (04/30/98)  399.904  (m)                       GP(       ) 3 2
 AG9569  NAVD 88 (04/30/98)  429.8    (m)  GEOID96  model used  GPS OBS        
 AG9569
 AG9569.Superseded values are not recommended for survey control.
 AG9569
 AG9569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9569.See file dsdata.pdf to determine how the superseded data were derived.
 AG9569
 AG9569_MARKER: DE = TRAVERSE STATION DISK
 AG9569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9569_STAMPING: THAYER 541 RWR 1997
 AG9569_MARK LOGO: WI-129
 AG9569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9569+STABILITY: SURFACE MOTION
 AG9569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9569+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 AG9569
 AG9569  HISTORY     - Date     Condition        Report By
 AG9569  HISTORY     - 1997     MONUMENTED       WI-129
 AG9569  HISTORY     - 20041206 GOOD             WOOLPT
 AG9569
 AG9569                          STATION DESCRIPTION
 AG9569
 AG9569'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1997 (RWR)
 AG9569'STATION LIES ABOUT 4-1/4 MILES NORTH OF BIRCHWOOD VIA CTH D, CTH T AND
 AG9569'THAYER ROAD IN THE SOUTHWEST CORNER OF THE NW/4-SW/4 OF SECTION 1,
 AG9569'T37N OF R10W.  STATION LIES ABOUT 2900 FEET (883.9 M) NORTHWEST OF THE
 AG9569'INTERSECTION OF THAYER ROAD AND CTH T TO DRIVEWAY TO JOE PASQUALE FARM
 AG9569'AT FIRE SIGNS N2231 AND N2235 ON THE NORTH SIDE OF THAYER ROAD. THENCE
 AG9569'ALONG DRIVEWAY BETWEEN GARAGE AND HOUSE NORTH PAST THE BARN THROUGH A
 AG9569'GATE 180 FEET (54.9 M) TO MONUMENT IN PASTURE.  MONUMENT LIES ABOUT
 AG9569'250 FEET (76.2 M) NORHTWEST OF BARN AND 3 FEET (0.9 M) EAST OF COUNTY
 AG9569'SURVEYOR SIGN ON WEST EDGE OF FIELD ROAD PART WAY DOWN A SLOPE TO THE
 AG9569'SOUTHWEST.  CALL THE OWNER AT 715-354-7272 PRIOR TO USING SITE SO THEY
 AG9569'CAN HAVE GATE OPEN FOR USER.  MONUMENT IS A 4 INCH BRONZE DISK
 AG9569'ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET FLUSH IN A 10 INCH
 AG9569'DIAMETER BY 6.3 FOOT (1.9 M) LONG CONCRETE CYLINDER.
 AG9569
 AG9569                          STATION RECOVERY (2004)
 AG9569
 AG9569'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 AG9569'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AG9604 ***********************************************************************
 AG9604  DESIGNATION -  542 NETTIE
 AG9604  PID         -  AG9604
 AG9604  STATE/COUNTY-  WI/WASHBURN
 AG9604  COUNTRY     -  US
 AG9604  USGS QUAD   -  HORSESHOE LAKE (2019)
 AG9604
 AG9604                         *CURRENT SURVEY CONTROL
 AG9604  ______________________________________________________________________
 AG9604* NAD 83(2011) POSITION- 46 06 28.22158(N) 091 54 09.23522(W)   ADJUSTED
 AG9604* NAD 83(2011) ELLIP HT-   294.552 (meters)        (06/27/12)   ADJUSTED
 AG9604* NAD 83(2011) EPOCH   -  2010.00
 AG9604* NAVD 88 ORTHO HEIGHT -   321.6   (meters)     1055.    (feet) GPS OBS
 AG9604  ______________________________________________________________________
 AG9604  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AG9604  GEOID HEIGHT    -        -26.976 (meters)                     GEOID96
 AG9604  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 AG9604  NAD 83(2011) X  -   -147,072.161 (meters)                     COMP
 AG9604  NAD 83(2011) Y  - -4,427,451.987 (meters)                     COMP
 AG9604  NAD 83(2011) Z  -  4,573,778.279 (meters)                     COMP
 AG9604  LAPLACE CORR    -         -5.97  (seconds)                    DEFLEC18
 AG9604
 AG9604  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9604  Standards:
 AG9604         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9604            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9604  -------------------------------------------------------------------
 AG9604  NETWORK    0.66   2.33           0.31   0.21   1.19     -0.06215208
 AG9604  -------------------------------------------------------------------
 AG9604  Click here for local accuracies and other accuracy information.
 AG9604
 AG9604.The horizontal coordinates were established by GPS observations
 AG9604.and adjusted by the National Geodetic Survey in June 2012.
 AG9604
 AG9604.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9604.been affixed to the stable North American tectonic plate. See 
 AG9604.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9604
 AG9604.The horizontal coordinates are valid at the epoch date displayed above
 AG9604.which is a decimal equivalence of Year/Month/Day.
 AG9604
 AG9604.The orthometric height was determined by GPS observations and a
 AG9604.high-resolution geoid model.
 AG9604
 AG9604.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9604.GEOID18 height accuracy estimate available here.
 AG9604
 AG9604.Click photographs - Photos may exist for this station.
 AG9604
 AG9604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9604
 AG9604.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9604
 AG9604.The ellipsoidal height was determined by GPS observations
 AG9604.and is referenced to NAD 83.
 AG9604
 AG9604. The following values were computed from the NAD 83(2011) position.
 AG9604
 AG9604;                    North         East     Units Scale Factor Converg.
 AG9604;SPC WI N     -   106,367.346   452,929.614   MT  0.99994589   -1 22 20.8
 AG9604;SPC WI N     -   348,973.53  1,485,986.58   sFT  0.99994589   -1 22 20.8
 AG9604;UTM  15      - 5,106,614.662   584,811.476   MT  0.99968842   +0 47 27.3
 AG9604
 AG9604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9604!SPC WI N     -   0.99995383  x   0.99994589  =   0.99989972
 AG9604!UTM  15      -   0.99995383  x   0.99968842  =   0.99964226
 AG9604
 AG9604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8481106614(NAD 83)
 AG9604
 AG9604                          SUPERSEDED SURVEY CONTROL
 AG9604
 AG9604  NAD 83(2007)-  46 06 28.22170(N)    091 54 09.23587(W) AD(2002.00) 0
 AG9604  ELLIP H (02/10/07)  294.590  (m)                       GP(2002.00)    
 AG9604  NAD 83(1997)-  46 06 28.22183(N)    091 54 09.23650(W) AD(       ) 1
 AG9604  ELLIP H (12/26/02)  294.614  (m)                       GP(       ) 3 2
 AG9604  NAD 83(1991)-  46 06 28.22157(N)    091 54 09.23500(W) AD(       ) 1
 AG9604  ELLIP H (04/30/98)  294.627  (m)                       GP(       ) 3 2
 AG9604
 AG9604.Superseded values are not recommended for survey control.
 AG9604
 AG9604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9604.See file dsdata.pdf to determine how the superseded data were derived.
 AG9604
 AG9604_MARKER: DE = TRAVERSE STATION DISK
 AG9604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9604_STAMPING: NETTIE 542 RWR 1997
 AG9604_MARK LOGO: WI-129
 AG9604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9604+STABILITY: SURFACE MOTION
 AG9604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9604+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9604
 AG9604  HISTORY     - Date     Condition        Report By
 AG9604  HISTORY     - 1997     MONUMENTED       WI-129
 AG9604
 AG9604                          STATION DESCRIPTION
 AG9604
 AG9604'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1997 (RWR)
 AG9604'STATION LIES ABOUT FOUR MILES WEST OF THE VILLAGE OF MINONG VIA STH 77
 AG9604'AND CTH I AT THE INTERSECTON OF SMITH BRIDGE ROAD, CCC ROAD AND CTH I
 AG9604'AT THE NORTH END OF THE RUNWAY OF SUTHERLAND LANDING STRIP (MINONG
 AG9604'AIRPORT ).  STATION LIES 199 FEET (60.7 M) NORTHEAST OF THE EAST
 AG9604'QUARTER SECTION CORNER OF SECTION 20 TOWNSHIP 42 NORTH OF RANGE 12
 AG9604'WEST, 43 FEET (13.1 M) EAST OF THE CENTER LINE OF SMITH BRIDGE ROAD,
 AG9604'60 FEET (18.3 M) SOUTH OF THE CENTER LINE OF CCC ROAD, 63 FEET (19.2
 AG9604'M) WEST OF THE CENTER LINE OF THE AIRPORT RUNWAY AND 3 FEET (0.9 M)
 AG9604'SOUTH EAST OF WOOD POST AND A COUNTY SURVEYOR SIGN ON A STEEL FENCE
 AG9604'POST ADJACENT TO THE WOOD POST.  MONUMENT IS A 4 INCH DIAMETER BRONZE
 AG9604'DISK ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET FLUSH IN A 12 INCH
 AG9604'DIAMETER BY 6.3 FOOT (1.9 M) CONCRETE CYCLINDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4321 ***********************************************************************
 DL4321  DESIGNATION -  55 151 99
 DL4321  PID         -  DL4321
 DL4321  STATE/COUNTY-  WI/ST CROIX
 DL4321  COUNTRY     -  US
 DL4321  USGS QUAD   -  NORTHLINE (2018)
 DL4321
 DL4321                         *CURRENT SURVEY CONTROL
 DL4321  ______________________________________________________________________
 DL4321* NAD 83(1986) POSITION- 44 57 48.9    (N) 092 40 48.2    (W)   HD_HELD2
 DL4321* NAVD 88 ORTHO HEIGHT -   292.021 (meters)      958.07  (feet) ADJUSTED
 DL4321  ______________________________________________________________________
 DL4321  GEOID HEIGHT    -        -29.272 (meters)                     GEOID18
 DL4321  DYNAMIC HEIGHT  -        291.985 (meters)      957.95  (feet) COMP
 DL4321  MODELED GRAVITY -    980,486.3   (mgal)                       NAVD 88
 DL4321
 DL4321  VERT ORDER      -  SECOND    CLASS I
 DL4321
 DL4321.The horizontal coordinates were established by autonomous hand held GPS
 DL4321.observations and have an estimated accuracy of +/- 10 meters.
 DL4321
 DL4321.The orthometric height was determined by differential leveling and
 DL4321.adjusted by the NATIONAL GEODETIC SURVEY
 DL4321.in June 2011.
 DL4321
 DL4321.No vertical observational check was made to the station.
 DL4321
 DL4321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4321.GEOID18 height accuracy estimate available here.
 DL4321
 DL4321.Click photographs - Photos may exist for this station.
 DL4321
 DL4321.The dynamic height is computed by dividing the NAVD 88
 DL4321.geopotential number by the normal gravity value computed on the
 DL4321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4321.degrees latitude (g = 980.6199 gals.).
 DL4321
 DL4321.The modeled gravity was interpolated from observed gravity values.
 DL4321
 DL4321;                    North         East    Units  Estimated Accuracy
 DL4321;SPC WI C     -   129,081.      388,603.      MT  (+/- 10 meters HH2 GPS)
 DL4321
 DL4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2523278954(NAD 83)
 DL4321
 DL4321                          SUPERSEDED SURVEY CONTROL
 DL4321
 DL4321.No superseded survey control is available for this station.
 DL4321
 DL4321_MARKER: DV = VERTICAL CONTROL DISK
 DL4321_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL4321_SP_SET: BRIDGE PARAPET WALL
 DL4321_STAMPING: 55 151 99 2004
 DL4321_MARK LOGO: WIDT
 DL4321_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4321+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DL4321
 DL4321  HISTORY     - Date     Condition        Report By
 DL4321  HISTORY     - 2004     MONUMENTED       WIDT
 DL4321  HISTORY     - 20050404 GOOD             MNDT
 DL4321  HISTORY     - 20070531 GOOD             WIDT
 DL4321  HISTORY     - 20120806 GOOD             WIDT
 DL4321
 DL4321                          STATION DESCRIPTION
 DL4321
 DL4321'DESCRIBED BY MN DEPT OF TRANSP 2005 (JPG)
 DL4321'RECOVERED.
 DL4321
 DL4321                          STATION RECOVERY (2007)
 DL4321
 DL4321'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 DL4321'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DL4321'US HIGHWAY 12 EAST AND COUNTY HIGHWAY U (EXIT 4) ABOUT 2 MI (3.2 KM)
 DL4321'EAST OF THE CITY OF HUDSON.
 DL4321'
 DL4321'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4321'VERTICAL CONTROL STATION DISK SET IN THE TOP OF THE EAST PARAPET WALL
 DL4321'OF THE SOUTH ABUTMENT OF THE NORTHBOUND US HIGHWAY 12 EAST BRIDGE
 DL4321'NUMBER B-55-151-99, ABOUT 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 DL4321'PAVEMENT, 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF NORTHBOUND US
 DL4321'HIGHWAY 12 AND 0.2 M (0.7 FT) SOUTH OF THE END POST OF A BLACK CYCLONE
 DL4321'FENCE.
 DL4321'
 DL4321'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4321'DEGREES ABOVE THE HORIZON.
 DL4321
 DL4321                          STATION RECOVERY (2012)
 DL4321
 DL4321'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4321'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4322 ***********************************************************************
 DL4322  DESIGNATION -  55 32 58
 DL4322  PID         -  DL4322
 DL4322  STATE/COUNTY-  WI/ST CROIX
 DL4322  COUNTRY     -  US
 DL4322  USGS QUAD   -  NORTHLINE (2018)
 DL4322
 DL4322                         *CURRENT SURVEY CONTROL
 DL4322  ______________________________________________________________________
 DL4322* NAD 83(1986) POSITION- 44 57 48.0    (N) 092 38 32.8    (W)   HD_HELD2
 DL4322* NAVD 88 ORTHO HEIGHT -   305.799 (meters)     1003.28  (feet) ADJUSTED
 DL4322  ______________________________________________________________________
 DL4322  GEOID HEIGHT    -        -29.506 (meters)                     GEOID18
 DL4322  DYNAMIC HEIGHT  -        305.760 (meters)     1003.15  (feet) COMP
 DL4322  MODELED GRAVITY -    980,480.9   (mgal)                       NAVD 88
 DL4322
 DL4322  VERT ORDER      -  SECOND    CLASS I
 DL4322
 DL4322.The horizontal coordinates were established by autonomous hand held GPS
 DL4322.observations and have an estimated accuracy of +/- 10 meters.
 DL4322
 DL4322.The orthometric height was determined by differential leveling and
 DL4322.adjusted by the NATIONAL GEODETIC SURVEY
 DL4322.in June 2011.
 DL4322
 DL4322.No vertical observational check was made to the station.
 DL4322
 DL4322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4322.GEOID18 height accuracy estimate available here.
 DL4322
 DL4322.Click photographs - Photos may exist for this station.
 DL4322
 DL4322.The dynamic height is computed by dividing the NAVD 88
 DL4322.geopotential number by the normal gravity value computed on the
 DL4322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4322.degrees latitude (g = 980.6199 gals.).
 DL4322
 DL4322.The modeled gravity was interpolated from observed gravity values.
 DL4322
 DL4322;                    North         East    Units  Estimated Accuracy
 DL4322;SPC WI C     -   128,956.      391,568.      MT  (+/- 10 meters HH2 GPS)
 DL4322
 DL4322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2819878939(NAD 83)
 DL4322
 DL4322                          SUPERSEDED SURVEY CONTROL
 DL4322
 DL4322.No superseded survey control is available for this station.
 DL4322
 DL4322_MARKER: DD = SURVEY DISK
 DL4322_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4322_SP_SET: BRIDGE ABUTMENT
 DL4322_STAMPING: 55 32 58 1002.64 2004
 DL4322_MARK LOGO: WIHD
 DL4322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4322+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2012
 DL4322
 DL4322  HISTORY     - Date     Condition        Report By
 DL4322  HISTORY     - 2004     MONUMENTED       WIHD
 DL4322  HISTORY     - 20050405 GOOD             MNDT
 DL4322  HISTORY     - 20070601 GOOD             WIDT
 DL4322  HISTORY     - 20120814 GOOD             WIDT
 DL4322
 DL4322                          STATION DESCRIPTION
 DL4322
 DL4322'DESCRIBED BY MN DEPT OF TRANSP 2005 (JPG)
 DL4322'RECOVERED.
 DL4322
 DL4322                          STATION RECOVERY (2007)
 DL4322
 DL4322'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 DL4322'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST OF HUDSON, 4.5 MI
 DL4322'(7.2 KM) WEST-SOUTHWEST OF ROBERTS AND 4.0 MI (6.4 KM) EAST-SOUTHEAST
 DL4322'OF NORTHLINE.
 DL4322'
 DL4322'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DL4322'US HIGHWAY 12 EAST AND COUNTY HIGHWAY U (EXIT 4) ABOUT 2 MI (3.2 KM)
 DL4322'EAST OF THE CITY OF HUDSON, GO EAST ON INTERSTATE HIGHWAY 94 FOR 1.9
 DL4322'MI (3.1 KM) TO A BRIDGE OVER KINNEY ROAD AND THE STATION ON THE RIGHT.
 DL4322'THE STATION IS A BRONZE STATE HIGHWAY COMMISSION OF WISCONSIN SURVEY
 DL4322'DISK SET IN THE SOUTHWEST WING WALL OF THE EASTBOUND INTERSTATE
 DL4322'HIGHWAY 94 BRIDGE NUMBER B-55-32-58, ABOUT LEVEL WITH THE HIGHWAY
 DL4322'PAVEMENT AND 7 M (23.0 FT) SOUTH OF THE CENTERLINE OF EASTBOUND
 DL4322'INTERSTATE HIGHWAY 94.
 DL4322'
 DL4322'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4322'DEGREES ABOVE THE HORIZON.
 DL4322
 DL4322                          STATION RECOVERY (2012)
 DL4322
 DL4322'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4322'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4952 ***********************************************************************
 DJ4952  DESIGNATION -  55 TREMPEALEAU GPS
 DJ4952  PID         -  DJ4952
 DJ4952  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4952  COUNTRY     -  US
 DJ4952  USGS QUAD   -  WINONA EAST (2019)
 DJ4952
 DJ4952                         *CURRENT SURVEY CONTROL
 DJ4952  ______________________________________________________________________
 DJ4952* NAD 83(2011) POSITION- 44 04 13.38512(N) 091 31 23.20419(W)   ADJUSTED
 DJ4952* NAD 83(2011) ELLIP HT-   179.264 (meters)        (06/27/12)   ADJUSTED
 DJ4952* NAD 83(2011) EPOCH   -  2010.00
 DJ4952* NAVD 88 ORTHO HEIGHT -   210.203 (meters)      689.64  (feet) ADJUSTED
 DJ4952  ______________________________________________________________________
 DJ4952  GEOID HEIGHT    -        -30.943 (meters)                     GEOID18
 DJ4952  NAD 83(2011) X  -   -122,007.579 (meters)                     COMP
 DJ4952  NAD 83(2011) Y  - -4,588,547.237 (meters)                     COMP
 DJ4952  NAD 83(2011) Z  -  4,413,838.669 (meters)                     COMP
 DJ4952  LAPLACE CORR    -         -5.16  (seconds)                    DEFLEC18
 DJ4952  DYNAMIC HEIGHT  -        210.173 (meters)      689.54  (feet) COMP
 DJ4952  MODELED GRAVITY -    980,471.0   (mgal)                       NAVD 88
 DJ4952
 DJ4952  VERT ORDER      -  SECOND    CLASS I
 DJ4952
 DJ4952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4952  Standards:
 DJ4952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4952  -------------------------------------------------------------------
 DJ4952  NETWORK    0.31   0.33           0.14   0.11   0.17      0.06966062
 DJ4952  -------------------------------------------------------------------
 DJ4952  Click here for local accuracies and other accuracy information.
 DJ4952
 DJ4952.The horizontal coordinates were established by GPS observations
 DJ4952.and adjusted by the National Geodetic Survey in June 2012.
 DJ4952
 DJ4952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4952.been affixed to the stable North American tectonic plate. See 
 DJ4952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4952
 DJ4952.The horizontal coordinates are valid at the epoch date displayed above
 DJ4952.which is a decimal equivalence of Year/Month/Day.
 DJ4952
 DJ4952.The orthometric height was determined by differential leveling and
 DJ4952.adjusted by the WI DEPT OF TRANSP
 DJ4952.in May 2012.
 DJ4952
 DJ4952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4952.GEOID18 height accuracy estimate available here.
 DJ4952
 DJ4952.Click photographs - Photos may exist for this station.
 DJ4952
 DJ4952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4952
 DJ4952.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4952
 DJ4952.The ellipsoidal height was determined by GPS observations
 DJ4952.and is referenced to NAD 83.
 DJ4952
 DJ4952.The dynamic height is computed by dividing the NAVD 88
 DJ4952.geopotential number by the normal gravity value computed on the
 DJ4952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4952.degrees latitude (g = 980.6199 gals.).
 DJ4952
 DJ4952.The modeled gravity was interpolated from observed gravity values.
 DJ4952
 DJ4952. The following values were computed from the NAD 83(2011) position.
 DJ4952
 DJ4952;                    North         East     Units Scale Factor Converg.
 DJ4952;SPC WI C     -    27,485.282   477,983.894   MT  1.00003880   -1 04 28.8
 DJ4952;SPC WI C     -    90,174.63  1,568,185.49   sFT  1.00003880   -1 04 28.8
 DJ4952;UTM  15      - 4,880,750.687   618,268.538   MT  0.99977203   +1 01 38.5
 DJ4952
 DJ4952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4952!SPC WI C     -   0.99997189  x   1.00003880  =   1.00001069
 DJ4952!UTM  15      -   0.99997189  x   0.99977203  =   0.99974393
 DJ4952
 DJ4952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1826880750(NAD 83)
 DJ4952
 DJ4952                          SUPERSEDED SURVEY CONTROL
 DJ4952
 DJ4952  NAD 83(2007)-  44 04 13.38522(N)    091 31 23.20501(W) AD(2002.00) B
 DJ4952  ELLIP H (07/29/08)  179.294  (m)                       GP(2002.00) 4 1
 DJ4952  NAVD 88             210.20   (m)          689.6    (f) LEVELING    3  
 DJ4952  NAVD 88 (07/08/08)  210.199  (m)          689.63   (f) SUPERSEDED  2 1
 DJ4952
 DJ4952.Superseded values are not recommended for survey control.
 DJ4952
 DJ4952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4952.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4952
 DJ4952_MARKER: DD = SURVEY DISK
 DJ4952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4952_STAMPING: 55 TREMPEALEAU GPS 1995
 DJ4952_MARK LOGO: WI-121
 DJ4952_PROJECTION: FLUSH
 DJ4952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4952+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2011
 DJ4952
 DJ4952  HISTORY     - Date     Condition        Report By
 DJ4952  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4952  HISTORY     - 20061010 GOOD             WIDT
 DJ4952  HISTORY     - 20110920 GOOD             WIDT
 DJ4952
 DJ4952                          STATION DESCRIPTION
 DJ4952
 DJ4952'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4952'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 35 AND STATE
 DJ4952'HIGHWAY 54 WITH COUNTY HIGHWAY G ABOUT 6 MI (9.7 KM) NORTHWEST OF THE
 DJ4952'VILLAGE OF TREMPEALEAU.
 DJ4952'
 DJ4952'THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION
 DJ4952'DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST,
 DJ4952'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4952'THE STATION IS 45.3 M (148.6 FT) NORTH OF THE CENTERLINE OF STATE
 DJ4952'HIGHWAY 35 AND STATE HIGHWAY 54, 18.4 M (60.4 FT) WEST OF THE
 DJ4952'CENTERLINE OF COUNTY HIGHWAY G, 29.2 M (95.8 FT) WEST-NORTHWEST OF A
 DJ4952'POWER POLE --28511--, 1.0 M (3.3 FT) NORTHEAST AND SOUTHWEST OF AN
 DJ4952'ORANGE 4X4 PLASTIC WITNESS POST, AND 0.8 M (2.6 FT) SOUTHEAST OF A
 DJ4952'BARBED WIRE FENCE.
 DJ4952'
 DJ4952'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4952'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4952
 DJ4952                          STATION RECOVERY (2011)
 DJ4952
 DJ4952'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA3522 ***********************************************************************
 AA3522  DESIGNATION -  557 RESET
 AA3522  PID         -  AA3522
 AA3522  STATE/COUNTY-  WI/COLUMBIA
 AA3522  COUNTRY     -  US
 AA3522  USGS QUAD   -  PORTAGE (2018)
 AA3522
 AA3522                         *CURRENT SURVEY CONTROL
 AA3522  ______________________________________________________________________
 AA3522* NAD 83(1986) POSITION- 43 32 46.     (N) 089 27 54.     (W)   SCALED
 AA3522* NAVD 88 ORTHO HEIGHT -   244.60  (+/-2cm)      802.5   (feet) VERTCON3
 AA3522  ______________________________________________________________________
 AA3522  GEOID HEIGHT    -        -35.540 (meters)                     GEOID18
 AA3522  VERT ORDER      -  THIRD (See Below)
 AA3522
 AA3522.The horizontal coordinates were scaled from a map and have
 AA3522.an estimated accuracy of +/- 6 seconds.
 AA3522
 AA3522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3522
 AA3522.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3522.GEOID18 height accuracy estimate available here.
 AA3522
 AA3522.The vertical order pertains to the NGVD 29 superseded value.
 AA3522
 AA3522.Click photographs - Photos may exist for this station.
 AA3522
 AA3522;                    North         East    Units  Estimated Accuracy
 AA3522;SPC WI S     -   171,900.      643,230.      MT  (+/- 180 meters Scaled)
 AA3522
 AA3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP008244(NAD 83)
 AA3522
 AA3522                          SUPERSEDED SURVEY CONTROL
 AA3522
 AA3522  NGVD 29 (07/09/15)  244.63   (m)          802.6    (f) RESET       3  
 AA3522
 AA3522.Superseded values are not recommended for survey control.
 AA3522
 AA3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3522.See file dsdata.pdf to determine how the superseded data were derived.
 AA3522
 AA3522_MARKER: DD = SURVEY DISK
 AA3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3522_STAMPING: BM 557 RESET
 AA3522_MARK LOGO: WIHD
 AA3522_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3522+STABILITY: SURFACE MOTION
 AA3522
 AA3522  HISTORY     - Date     Condition        Report By
 AA3522  HISTORY     - 1977     MONUMENTED       WIDT
 AA3522  HISTORY     - 20001010 MARK NOT FOUND   WIDT
 AA3522
 AA3522                          STATION DESCRIPTION
 AA3522
 AA3522'DESCRIBED BY WI DEPT OF TRANSP 1977 (DH)
 AA3522'IN PORTAGE, AT THE NORTH END OF GRADE SCHOOL PARK, 16.73 FEET (5.10 M)
 AA3522'SOUTH OF SOLDIERS AND SAILORS MEMORIAL, 31.3 FEET (9.5 M) WEST OF
 AA3522'CENTERLINE OF HIGHWAY 51 AT STATION 19 BB+36, 58.02 FEET (17.68 M)
 AA3522'NORTHEAST OF POWER POLE, 55.62 FEET (16.95 M) NORTHWEST OF A 10 INCH
 AA3522'ELM, 6 INCHES WEST OF SIDEWALK, 1 INCH ABOVE EXISTING GROUND LEVEL.
 AA3522
 AA3522                          STATION RECOVERY (2000)
 AA3522
 AA3522'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 AA3522'REMNANTS OF CONCRETE FOUND IN DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4940 ***********************************************************************
 DJ4940  DESIGNATION -  56 TREMPEALEAU C GPS
 DJ4940  PID         -  DJ4940
 DJ4940  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4940  COUNTRY     -  US
 DJ4940  USGS QUAD   -  TREMPEALEAU (2018)
 DJ4940
 DJ4940                         *CURRENT SURVEY CONTROL
 DJ4940  ______________________________________________________________________
 DJ4940* NAD 83(2011) POSITION- 44 04 49.19197(N) 091 27 03.45345(W)   ADJUSTED
 DJ4940* NAD 83(2011) ELLIP HT-   194.755 (meters)        (06/27/12)   ADJUSTED
 DJ4940* NAD 83(2011) EPOCH   -  2010.00
 DJ4940* NAVD 88 ORTHO HEIGHT -   225.843 (meters)      740.95  (feet) ADJUSTED
 DJ4940  ______________________________________________________________________
 DJ4940  GEOID HEIGHT    -        -31.098 (meters)                     GEOID18
 DJ4940  NAD 83(2011) X  -   -116,209.909 (meters)                     COMP
 DJ4940  NAD 83(2011) Y  - -4,587,939.828 (meters)                     COMP
 DJ4940  NAD 83(2011) Z  -  4,414,643.454 (meters)                     COMP
 DJ4940  LAPLACE CORR    -         -6.06  (seconds)                    DEFLEC18
 DJ4940  DYNAMIC HEIGHT  -        225.811 (meters)      740.85  (feet) COMP
 DJ4940  MODELED GRAVITY -    980,473.5   (mgal)                       NAVD 88
 DJ4940
 DJ4940  VERT ORDER      -  SECOND    CLASS I
 DJ4940
 DJ4940  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4940  Standards:
 DJ4940         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4940            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4940  -------------------------------------------------------------------
 DJ4940  NETWORK    0.33   0.31           0.15   0.12   0.16      0.08919160
 DJ4940  -------------------------------------------------------------------
 DJ4940  Click here for local accuracies and other accuracy information.
 DJ4940
 DJ4940.The horizontal coordinates were established by GPS observations
 DJ4940.and adjusted by the National Geodetic Survey in June 2012.
 DJ4940
 DJ4940.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4940.been affixed to the stable North American tectonic plate. See 
 DJ4940.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4940
 DJ4940.The horizontal coordinates are valid at the epoch date displayed above
 DJ4940.which is a decimal equivalence of Year/Month/Day.
 DJ4940
 DJ4940.The orthometric height was determined by differential leveling and
 DJ4940.adjusted by the WI DEPT OF TRANSP
 DJ4940.in May 2012.
 DJ4940
 DJ4940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4940.GEOID18 height accuracy estimate available here.
 DJ4940
 DJ4940.Click photographs - Photos may exist for this station.
 DJ4940
 DJ4940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4940
 DJ4940.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4940
 DJ4940.The ellipsoidal height was determined by GPS observations
 DJ4940.and is referenced to NAD 83.
 DJ4940
 DJ4940.The dynamic height is computed by dividing the NAVD 88
 DJ4940.geopotential number by the normal gravity value computed on the
 DJ4940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4940.degrees latitude (g = 980.6199 gals.).
 DJ4940
 DJ4940.The modeled gravity was interpolated from observed gravity values.
 DJ4940
 DJ4940. The following values were computed from the NAD 83(2011) position.
 DJ4940
 DJ4940;                    North         East     Units Scale Factor Converg.
 DJ4940;SPC WI C     -    28,484.474   483,783.166   MT  1.00003640   -1 01 25.5
 DJ4940;SPC WI C     -    93,452.81  1,587,211.94   sFT  1.00003640   -1 01 25.5
 DJ4940;UTM  15      - 4,881,961.582   624,025.784   MT  0.99978919   +1 04 39.9
 DJ4940
 DJ4940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4940!SPC WI C     -   0.99996946  x   1.00003640  =   1.00000586
 DJ4940!UTM  15      -   0.99996946  x   0.99978919  =   0.99975866
 DJ4940
 DJ4940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2402581961(NAD 83)
 DJ4940
 DJ4940                          SUPERSEDED SURVEY CONTROL
 DJ4940
 DJ4940  NAD 83(2007)-  44 04 49.19209(N)    091 27 03.45425(W) AD(2002.00) 1
 DJ4940  ELLIP H (07/29/08)  194.788  (m)                       GP(2002.00) 3 1
 DJ4940  NAVD 88             225.84   (m)          740.9    (f) LEVELING    3  
 DJ4940  NAVD 88 (07/08/08)  225.838  (m)          740.94   (f) SUPERSEDED  2 1
 DJ4940
 DJ4940.Superseded values are not recommended for survey control.
 DJ4940
 DJ4940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4940.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4940
 DJ4940_MARKER: DD = SURVEY DISK
 DJ4940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4940_STAMPING: 56 TREMPEALEAU C GPS 1995
 DJ4940_MARK LOGO: WI-121
 DJ4940_PROJECTION: FLUSH
 DJ4940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4940+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 DJ4940
 DJ4940  HISTORY     - Date     Condition        Report By
 DJ4940  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4940  HISTORY     - 20061018 GOOD             WIDT
 DJ4940  HISTORY     - 20110927 GOOD             WIDT
 DJ4940
 DJ4940                          STATION DESCRIPTION
 DJ4940
 DJ4940'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4940'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DJ4940'HIGHWAY 54 AND STATE HIGHWAY 93 IN THE COMMUNITY OF CENTERVILLE ABOUT
 DJ4940'4 MI (6.4 KM) NORTH OF THE VILLAGE OF TREMPEALEAU, GO NORTH ON STATE
 DJ4940'HIGHWAY 93 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4940'STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK
 DJ4940'SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED
 DJ4940'WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DJ4940'THE STATION IS 13.7 M (44.9 FT) EAST OF THE CENTERLINE OF STATE
 DJ4940'HIGHWAY 93, 68 M (223.1 FT) SOUTH OF THE EXTENDED CENTER OF A PRIVATE
 DJ4940'ENTRANCE --N16777--, 55 M (180.4 FT) SOUTH OF A POWER POLE, 31 M
 DJ4940'(101.7 FT) NORTHEAST OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN,
 DJ4940'AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4
 DJ4940'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4940'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4940
 DJ4940                          STATION RECOVERY (2011)
 DJ4940
 DJ4940'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1342 ***********************************************************************
 NH1342  DESIGNATION -  566
 NH1342  PID         -  NH1342
 NH1342  STATE/COUNTY-  WI/ROCK
 NH1342  COUNTRY     -  US
 NH1342  USGS QUAD   -  JANESVILLE WEST (2018)
 NH1342
 NH1342                         *CURRENT SURVEY CONTROL
 NH1342  ______________________________________________________________________
 NH1342* NAD 83(1991) POSITION- 42 40 45.31633(N) 089 04 53.23441(W)   ADJUSTED
 NH1342* NAVD 88 ORTHO HEIGHT -   268.    (meters)      879.    (feet) SCALED
 NH1342  ______________________________________________________________________
 NH1342  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 NH1342  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 NH1342  HORZ ORDER      -  SECOND
 NH1342
 NH1342.The horizontal coordinates were established by classical geodetic methods
 NH1342.and adjusted by the National Geodetic Survey in November 1991.
 NH1342
 NH1342.The orthometric height was scaled from a topographic map.
 NH1342
 NH1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1342.GEOID18 height accuracy estimate available here.
 NH1342
 NH1342.Click photographs - Photos may exist for this station.
 NH1342
 NH1342.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1342
 NH1342. The following values were computed from the NAD 83(1991) position.
 NH1342
 NH1342;                    North         East     Units Scale Factor Converg.
 NH1342;SPC WI S     -    75,874.351   675,286.869   MT  1.00001134   +0 37 52.1
 NH1342;SPC WI S     -   248,931.10  2,215,503.67   sFT  1.00001134   +0 37 52.1
 NH1342;UTM  16      - 4,727,297.944   329,461.222   MT  0.99995782   -1 24 40.8
 NH1342
 NH1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1342!SPC WI S     -   0.99996330  x   1.00001134  =   0.99997464
 NH1342!UTM  16      -   0.99996330  x   0.99995782  =   0.99992112
 NH1342
 NH1342:                Primary Azimuth Mark                     Grid Az
 NH1342:SPC WI S     -  566 AZ MK                                092 04 40.1
 NH1342:UTM  16      -  566 AZ MK                                094 07 13.0
 NH1342
 NH1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2946127297(NAD 83)
 NH1342
 NH1342|---------------------------------------------------------------------|
 NH1342| PID    Reference Object                     Distance      Geod. Az  |
 NH1342|                                                           dddmmss.s |
 NH1342| NH1328 566 RM 3                              8.184 METERS 05957     |
 NH1342| NH1322 JANESVILLE ST MARYS CH SPIRE        APPROX. 5.0 KM 0820710.2 |
 NH1342| NH1335 JANESVILLE PARKER PEN CO TANK       APPROX. 5.0 KM 0851531.0 |
 NH1342| NH1333 JANESVILLE ROCK CO CTHSE TWR        APPROX. 5.1 KM 0855453.3 |
 NH1342| NH1340 JANESVILLE JEFFERSON SCH DOME       APPROX. 5.4 KM 0864613.8 |
 NH1342| CI9468 566 AZ MK                                          0924232.2 |
 NH1342| NH1336 JANESVILLE ST PATRICKS CATH CH      APPROX. 4.5 KM 0935646.2 |
 NH1342| NH1334 JANESVILLE ROCK SUGAR CO STK        APPROX. 6.7 KM 1012734.7 |
 NH1342| NH1330 JANESVILLE GM PARTS CORP TANK       APPROX. 5.2 KM 1072107.2 |
 NH1342| NH1326 JANESVILLE GM PARTS CO STK          APPROX. 5.1 KM 1073925.6 |
 NH1342| NH1338 JANESVILLE WISC SCH BLIND DOME      APPROX. 3.7 KM 1151957.7 |
 NH1342| CI9469 566 RM 1                             31.516 METERS 12722     |
 NH1342| CI9470 566 RM 2                             24.562 METERS 21932     |
 NH1342| CI9467 567                                                2691536.5 |
 NH1342|---------------------------------------------------------------------|
 NH1342
 NH1342                          SUPERSEDED SURVEY CONTROL
 NH1342
 NH1342  NAD 83(1986)-  42 40 45.31131(N)    089 04 53.23818(W) AD(       ) 2
 NH1342  NAD 27      -  42 40 45.27860(N)    089 04 52.82930(W) AD(       ) 2
 NH1342
 NH1342.Superseded values are not recommended for survey control.
 NH1342
 NH1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1342.See file dsdata.pdf to determine how the superseded data were derived.
 NH1342
 NH1342_MARKER: DD = SURVEY DISK
 NH1342_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NH1342_STAMPING: 566
 NH1342_MARK LOGO: CGS+SS
 NH1342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1342
 NH1342  HISTORY     - Date     Condition        Report By
 NH1342  HISTORY     - 1934     MONUMENTED       WIGS
 NH1342  HISTORY     - 1935     GOOD             CGS
 NH1342  HISTORY     - 1957     GOOD             CGS
 NH1342  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NH1342  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NH1342  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 NH1342  HISTORY     - 20010331 GOOD             NGS
 NH1342
 NH1342                          STATION DESCRIPTION
 NH1342
 NH1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1342'THIS STATION IS A U.S.C. AND G.S. AND STATE SURVEY MARK.  THE
 NH1342'MARK IS A 5-FOOT CONCRETE POST, 6 INCHES SQUARE WITH A BRONZE
 NH1342'TABLET SET IN THE TOP.  THE MARK PROJECTS 2 INCHES.  THE MARK
 NH1342'IS AT THE APPROXIMATE CENTER OF SEC. 33, T 3 N, R 12 E,
 NH1342'ABOUT 2.5 MILES WEST OF JANESVILLE, ON THE NORTH SIDE OF HIGHWAY
 NH1342'WIS. 11, AT INTERSECTION WITH GRAVEL T-ROAD SOUTH, ON RANGE
 NH1342'WITH WEST NORTH-SOUTH FENCE LINE OF THE NORTH-SOUTH ROAD,
 NH1342'30 FEET NORTH OF CENTERLINE OF WIS. 11.  33 FEET WEST OF
 NH1342'HEDGE ROW.  3 FEET SOUTH OF RIGHT-OF-WAY FENCE.
 NH1342'
 NH1342'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 NH1342'
 NH1342'REFERENCE MARK NO. 1 (1935) IS SOUTHEAST OF THE STATION
 NH1342'IN SOUTH LINE OF RIGHT-OF-WAY OF WIS. 11.  15 FEET EAST OF
 NH1342'NORTHWEST FENCE CORNER.  1 FOOT EAST OF GOLD CUP BREAD SIGN.  THE
 NH1342'MARK PROJECTS 3 INCHES.
 NH1342'
 NH1342'REFERENCE MARK NO. 2 (1935) IS SOUTHWEST OF THE STATION IN
 NH1342'SOUTH LINE OF RIGHT-OF-WAY OF WIS. 11.  53 FEET WEST OF
 NH1342'NORTHEAST FENCE CORNER.  THE MARK PROJECTS 3 INCHES.
 NH1342'
 NH1342'THE AZIMUTH MARK IS U.S.C. AND G.S. AND STATE SURVEY MARK
 NH1342'NO. 567 AND IS MARKED THE SAME AS THE STATION.  THE MARK
 NH1342'IS ON THE SOUTH SIDE OF WIS. 11 IN LINE OF POWERLINE POLES.
 NH1342'27 FEET SOUTH OF CENTERLINE OF WIS. 11.  15 FEET EAST OF
 NH1342'CENTERLINE OF DRIVEWAY INTO GARAGE OF WHITE 2-STORY DUTCH
 NH1342'BUNGALOW.  THE MARK IS FLUSH.
 NH1342'
 NH1342'LIGHTS 100 FEET ABOVE STATION PLYMOUTH COME INTO VIEW 15
 NH1342'FEET ABOVE THIS STATION.
 NH1342'
 NH1342'LIGHTS 100 FEET ABOVE STATION JANESVILLE COME INTO VIEW 37
 NH1342'FEET ABOVE THIS STATION.
 NH1342'
 NH1342'LIGHTS 87 FEET ABOVE STATION 574 COME INTO VIEW 50 FEET ABOVE
 NH1342'THIS STATION.
 NH1342'
 NH1342'TO REACH THE STATION FROM THE INTERSECTION OF MILWAUKEE ST.
 NH1342'AND THE C. AND N.W. AND C.M. ST. P. AND P. RAIL ROADS IN
 NH1342'JANESVILLE, GO WEST FOR 2.4 MILES TO STATION ON RIGHT.
 NH1342
 NH1342                          STATION RECOVERY (1957)
 NH1342
 NH1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1342'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN
 NH1342'GOOD CONDITION.  THE TOWER WAS BUILT OVER REFERENCE MARK 3
 NH1342'BECAUSE OF POWER LINES OVER THE STATION MARK.  THE AZIMUTH
 NH1342'MARK USED IN 1935 IS NOW OBSTRUCTED BY POWER LINE POLES AND
 NH1342'TREES AND A NEW AZIMUTH MARK WAS ESTABLISHED.  THE HEDGE ROW
 NH1342'MENTIONED IN THE 1935 DESCRIPTION HAS BEEN CUT AND A NEW
 NH1342'MACADAM ROAD (HAYNER ROAD) NOW INTERSECTS HIGHWAY 11 SOUTH
 NH1342'OF THE STATION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED
 NH1342'BUT THE DISTANCE TO REFERENCE MARK 2 DID NOT CHECK BY .04
 NH1342'OF A FOOT.  THE DIRECTION BETWEEN THE REFERENCE MARKS DID
 NH1342'NOT CHECK BY 1 MINUTE AND 26 SECONDS.  THE DIRECTION TO THE
 NH1342'SILO 0.4 MILE WEST OF THE STATION DID NOT CHECK BY 38
 NH1342'SECONDS.  A NEW ROOF HAS BEEN BUILT ON THE SILO SINCE 1935.  A
 NH1342'COMPLETE NEW TO REACH AND DESCRIPTION FOLLOWS.
 NH1342'
 NH1342'THE STATION IS LOCATED ABOUT 3 MILES WEST OF THE CENTER OF
 NH1342'JANESVILLE ON ROAD RIGHT-OF-WAY.  IT IS 49 FEET NORTHWEST
 NH1342'OF THE INTERSECTION OF STATE HIGHWAY 11 AND HAYNER ROAD, 33
 NH1342'FEET NORTH OF THE CENTERLINE OF HIGHWAY 11, 5 FEET NORTH
 NH1342'OF A TELEPHONE POLE AND 3 FEET SOUTH OF AN EAST-WEST FENCE.
 NH1342'THE MONUMENT IS A 6 INCH SQUARE CONCRETE POST WITH A STANDARD
 NH1342'U.S. C AND G.S. AND STATE SURVEY DISK SET IN THE TOP.  THE
 NH1342'DISK IS STAMPED 566.
 NH1342'
 NH1342'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NH1342'51 (MILWAUKEE STREET) AND PLEASANT STREET IN THE WEST EDGE
 NH1342'OF JANESVILLE, GO WEST ON PLEASANT STREET TO THE INTERSECTION
 NH1342'OF STATE HIGHWAY 11.  CONTINUE WEST ON HIGHWAY 11 FOR 1.85
 NH1342'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 NH1342'WEST ON HIGHWAY 11 FOR 0.3 MILE TO THE INTERSECTION OF HAYNER
 NH1342'ROAD TO THE SOUTH AND THE STATION ON THE RIGHT.
 NH1342'
 NH1342'REFERENCE MARK 1 IS 50 FEET EAST OF THE CENTERLINE OF HAYNER
 NH1342'ROAD, 31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 11, 11 FEET
 NH1342'SOUTHWEST OF A POWER LINE POLE AND 2 FEET NORTH OF A FENCE.
 NH1342'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED N 566
 NH1342'NO 1 1935.
 NH1342'
 NH1342'REFERENCE MARK 2 IS 31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 NH1342'11, 4 FEET EAST OF A POWER LINE POLE AND 1 FOOT NORTH OF A
 NH1342'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NH1342'N 566 NO 2 1935.
 NH1342'
 NH1342'REFERENCE MARK 3 IS 45 FEET NORTH OF THE INTERSECTION AND
 NH1342'10 FEET NORTH OF THE FENCE AND A WHITE WITNESS POST.  THE
 NH1342'MARK IS FLUSH AND THE DISK IS STAMPED WGS 566 NO 3 1957.
 NH1342'
 NH1342'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 NH1342'11, 7 FEET EAST OF A POWER LINE POLE, 4 FEET NORTHWEST OF A
 NH1342'WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE.  THE MONUMENT
 NH1342'IS FLUSH AND THE DISK IS STAMPED WGS 566 1957.
 NH1342
 NH1342                          STATION RECOVERY (1962)
 NH1342
 NH1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 NH1342'RECOVERED ALL MARKS IN APPARENTLY GOOD CONDITION, EXCEPT
 NH1342'MUTILATED 567 (WIS.GEOD.S.) BUT APPARENTLY NOT OTHERWISE
 NH1342'DISTURBED WHICH WAS USED AS AZIMUTH MARK 1935 AND NO. 1
 NH1342'R.M. FOUND DISTURBED WAS REPLACED IN ORIGINAL POSITION AS
 NH1342'NEAR AS DETERMINABLE AND WHICH WAS LATER MEASURED AS 0.01
 NH1342'FOOT FARTHER FROM STATION THAN DISTANCE OF THE ORIGINAL
 NH1342'DESCRIPTION.  THE STATION WAS ORIGINALLY MARKED BY ONLY A
 NH1342'SURFACE STATION MARK, WHICH WAS PRESUMED ALSO A BENCH MARK
 NH1342'BY REASON OF BEING A WIS. GEODETIC SURVEY MARK.  IN
 NH1342'ACCORDANCE WITH LANDOWNERS REQUEST, THE EXACT HORIZONTAL
 NH1342'POSITION OF THE MARK WAS REMARKED BY BOTH SUBSURFACE AND
 NH1342'SURFACE MARK WITH THE SURFACE MARK BEING DETERMINED AS
 NH1342'2.830 FEET OR 0.8626 METER LOWER THAN THE ORIGINAL AS
 NH1342'RECOVERED.
 NH1342'
 NH1342'ABOUT 2.8 MILES W ALONG COURT STREET AND ITS EXTENSION NO. 11
 NH1342'WIS. HWY. FROM ITS INTERSECTION WITH MILWAUKEE STREET AND CENTER
 NH1342'AVENUE AT FIVE POINTS ON W EDGE OF BUSINESS DISTRICT IN JANESVILLE,
 NH1342'30 FEET W OF PROJECTED CENTER LINE OF HAYNER ROAD, 30 FEET N
 NH1342'OF CENTER LINE OF 22-FOOT ASPHALT HWY. PAVEMENT, 1.0 FEET
 NH1342'LOWER THAN SAME, 5.5 FEET NNW OF TELEPHONE POLE, 1.5 FEET
 NH1342'SSW OF POLE GUY WIRE, STANDARD COAST-SURVEY-AND-STATE-SURVEY
 NH1342'DISKS BOTH STAMPED 566 RESET 1962 ARE SET IN CONCRETE MARKS
 NH1342'WITH THE UPPER MARK ABOUT A FOOT UNDERGROUND, AND THE
 NH1342'SUBSURFACE MARK ABOUT 4 FEET UNDERGROUND.
 NH1342'
 NH1342'REFERENCE STAMPED N 566 NO 1 1935 PROJECTING
 NH1342'0.4 FOOT, IS 103.38 FEET (31.519 METERS) SE S 52 DEG 38 MIN E
 NH1342'FROM STATION, 50 FEET E OF CENTER LINE OF HAYNER
 NH1342'ROAD, 32 FEET S OF CENTER LINE OF HWY., AND 3.0 FEET HIGHER
 NH1342'THAN SAME.
 NH1342'
 NH1342'REFERENCE STAMPED N 566 NO 2 1935 PROJECTING 0.3
 NH1342'FOOT, IS 80.64 FEET OR 24.579 METERS SW S39 DEG 30 MIN E
 NH1342'FROM STATION, 83 FEET W OF CENTER LINE OF HAYNER ROAD, 32
 NH1342'FEET S OF CENTER LINE OF HWY., AND 3.9 FEET HIGHER THAN SAME.
 NH1342'
 NH1342'REFERENCE STAMPED 566 NO 3 1935 IS A STANDARD REFERENCE MARK
 NH1342'DISK SET IN SMALL MASS OF CONCRETE AND IS THE SUBSURFACE AND
 NH1342'ONLY REMAINING MARK OF THE POINT OCCUPIED IN 1957, (SEE
 NH1342'1957 DESCRIPTION AND PRESENT RECOVERY NOTE THEREFOR), 26.833 FEET
 NH1342'OR 8.179 METERS ENE N 59 DEG 56 MIN E
 NH1342'FROM STATION, 44 FEET N OF CENTER LINE
 NH1342'OF HWY., 1.0 FEET LOWER THAN SAME, AND 5 FEET W OF PROJECTED
 NH1342'CENTER LINE OF HAYNER ROAD.
 NH1342'
 NH1342'WISCONSIN GEODETIC SURVEY MARK STAMPED 567 WITH ABOUT TWO-THIRDS
 NH1342'OF THE DISK CUT AWAY EVIDENTLY BY A MOWER, IS ABOUT 0.6 MILE
 NH1342'W S 89 DEG 16 MIN W
 NH1342'FROM STATION, AN ESTIMATED 150 YARDS E OF E END
 NH1342'OF HWY. CURVE, ABOUT 20 YARDS W OF CREST OF RIDGE, 16.2
 NH1342'FEET E OF CENTER LINE OF 6-1/2-FOOT CONCRETE DRIVEWAY, 28
 NH1342'FEET S OF HWY. CENTER LINE, 0.6 FOOT HIGHER THAN SAME, ON
 NH1342'PROJECTED LINE OF YARD FENCE AND PROJECTING 0.1 FOOT ABOVE
 NH1342'GROUND.
 NH1342
 NH1342                          STATION RECOVERY (1964)
 NH1342
 NH1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 NH1342'RECOVERED ALL MARKS IN GOOD CONDITION AS DESCRIBED IN 1962
 NH1342'FOR WHICH SEE RECOVERY NOTE BY V.R. SOBIERALSKI FOR 566
 NH1342'(WIS.GEOD.S.) DATED 20 SEPT. 1962.
 NH1342'
 NH1342'ABOUT 2.8 MILES W ALONG COURT STREET AND NO. 11 WIS. HWY.,
 NH1342'WHICH IT BECOMES, FROM ITS INTERSECTION WITH MILWAUKEE STREET
 NH1342'AND CENTER AVENUE AT FIVE POINTS ON W EDGE OF BUSINESS DISTRICT
 NH1342'IN JANESVILLE, 30 FEET N OF CENTER LINE OF HWY., 1.0 FEET
 NH1342'LOWER THAN SAME, 30 FEET W OF PROJECTED CENTER LINE OF HAYNER
 NH1342'ROAD, 5.5 FEET NNW OF TELEPHONE POLE, 1.5 FEET SSW OF POLE
 NH1342'GUY WIRE, STANDARD COAST SURVEY AND STATE SURVEY DISKS STAMPED
 NH1342'566 RESET 1962 IN SUBSURFACE AND SURFACE CONCRETE MARKS WITH
 NH1342'THE UPPER ONE ABOUT A FOOT UNDERGROUND.
 NH1342'
 NH1342'REFERENCE STAMPED N 566 NO 1 1935 PROJECTS 0.4
 NH1342'FOOT, IS 103.38 FEET (31.519 METERS) SE S 52 DEG 39 MIN E
 NH1342'FROM STATION, 50 FEET E OF CENTER LINE OF HAYNER
 NH1342'ROAD, 32 FEET S OF CENTER LINE OF HWY., AND 3.0 FEET HIGHER
 NH1342'THAN SAME.
 NH1342'
 NH1342'REFERENCE STAMPED N 566 NO 2 1935 PROJECTING
 NH1342'0.3 FOOT, IS 80.64 FEET OR 24.579 METERS SW S 39 DEG
 NH1342'30 MIN W FROM STATION, 83 FEET W OF CENTER LINE OF HAYNER ROAD,
 NH1342'32 FEET S OF CENTER LINE OF HWY., 3.9 FEET HIGHER THAN SAME,
 NH1342'AND 2.3 FEET S OF STEEL WITNESS POST.
 NH1342'
 NH1342'REFERENCE STAMPED 566 NO 3 1935 IS THE UNDISTURBED SUBSURFACE
 NH1342'MARK OF A SUBSURFACE-AND-SURFACE PAIR MARKING THE TOWER
 NH1342'OCCUPIED POINT BY W. N. MARTIN IN 1957 FOR WHICH SEE ORIGINAL
 NH1342'DESCRIPTION AND RECOVERY NOTES IN 1962 AND THIS DATE 30 SEPT.
 NH1342'1964.  IT IS A STANDARD REFERENCE MARK DISK SET IN A SMALL
 NH1342'MASS OF CONCRETE, 26.826 FEET OR 8.1765 METERS ENE
 NH1342'N 59 DEG 60 MIN E FROM STATION, (THIS AZIMUTH DERIVED
 NH1342'FROM OBSERVATIONS AT THE NO. 3 R.M. ON THIS DATE 30 SEPT.
 NH1342'1964), 44 FEET N OF CENTER LINE OF HWY., 1.0 FEET LOWER THAN
 NH1342'SAME, AND A FOOT UNDER THE SURFACE OF A GRAVEL DRIVEWAY.
 NH1342'
 NH1342'AZIMUTH MARK STAMPED WGS 566 1957, FLUSH, IS ABOUT
 NH1342'0.3 MILE E S 87 DEG 18 MIN E FROM STATION, ABOUT
 NH1342'90 YARDS W OF W END OF 30-FOOT CONCRETE HWY. BRIDGE, 28
 NH1342'FEET S OF CENTER LINE OF HWY., 1.6 FEET LOWER THAN SAME,
 NH1342'7-1/2 FEET E OF POWER POLE, 5 FEET N OF RIGHT-OF-WAY FENCE,
 NH1342'AND 1.9 FEET S OF STEEL WITNESS POST.
 NH1342'
 NH1342'AZIMUTH MARK STAMPED 567 THO TWO-THIRDS OF THE DISK HAS
 NH1342'BEEN CUT AWAY EVIDENTLY BY A MOWER, IS A MARK OF THE WIS.
 NH1342'GEODETIC SURVEY, ABOUT 0.6 MILE W S 89 DEG 15 MIN W
 NH1342'FROM STATION, AN ESTIMATED 150 YARDS E OF E END OF HWY.
 NH1342'CURVE, ABOUT 20 YARDS W OF CREST OF RIDGE, 16.2 FEET E OF
 NH1342'CENTER LINE OF 6-1/2-FOOT CONCRETE DRIVEWAY, 28 FEET S OF
 NH1342'CENTER LINE OF HWY., 0.6 FOOT HIGHER THAN SAME, ON PROJECTED
 NH1342'LINE OF YARD FENCE, AND PROJECTING 0.1 FOOT ABOVE GROUND.
 NH1342
 NH1342                          STATION RECOVERY (1996)
 NH1342
 NH1342'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1342'MARK NOT FOUND.
 NH1342
 NH1342                          STATION RECOVERY (2001)
 NH1342
 NH1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1328 ***********************************************************************
 NH1328  DESIGNATION -  566 RM 3
 NH1328  PID         -  NH1328
 NH1328  STATE/COUNTY-  WI/ROCK
 NH1328  COUNTRY     -  US
 NH1328  USGS QUAD   -  JANESVILLE WEST (2018)
 NH1328
 NH1328                         *CURRENT SURVEY CONTROL
 NH1328  ______________________________________________________________________
 NH1328* NAD 83(1991) POSITION- 42 40 45.44916(N) 089 04 52.92328(W)   ADJUSTED
 NH1328* NAVD 88 ORTHO HEIGHT -   268.    (meters)      879.    (feet) SCALED
 NH1328  ______________________________________________________________________
 NH1328  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 NH1328  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 NH1328  HORZ ORDER      -  SECOND
 NH1328
 NH1328.The horizontal coordinates were established by classical geodetic methods
 NH1328.and adjusted by the National Geodetic Survey in November 1991.
 NH1328
 NH1328.The orthometric height was scaled from a topographic map.
 NH1328
 NH1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1328.GEOID18 height accuracy estimate available here.
 NH1328
 NH1328.Click photographs - Photos may exist for this station.
 NH1328
 NH1328.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1328
 NH1328. The following values were computed from the NAD 83(1991) position.
 NH1328
 NH1328;                    North         East     Units Scale Factor Converg.
 NH1328;SPC WI S     -    75,878.528   675,293.907   MT  1.00001133   +0 37 52.3
 NH1328;SPC WI S     -   248,944.80  2,215,526.76   sFT  1.00001133   +0 37 52.3
 NH1328;UTM  16      - 4,727,301.867   329,468.404   MT  0.99995779   -1 24 40.6
 NH1328
 NH1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1328!SPC WI S     -   0.99996330  x   1.00001133  =   0.99997463
 NH1328!UTM  16      -   0.99996330  x   0.99995779  =   0.99992109
 NH1328
 NH1328:                Primary Azimuth Mark                     Grid Az
 NH1328:SPC WI S     -  567                                      092 33 08.5
 NH1328:UTM  16      -  567                                      094 35 41.4
 NH1328
 NH1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2946827301(NAD 83)
 NH1328
 NH1328|---------------------------------------------------------------------|
 NH1328| PID    Reference Object                     Distance      Geod. Az  |
 NH1328|                                                           dddmmss.s |
 NH1328| NH1321 JANESVILLE RADIO KSA 377 MAST       APPROX. 3.0 KM 0351409.5 |
 NH1328| CI9467 567                                                0931100.8 |
 NH1328| NH1323 JANESVILLE RADIO STA WCLO MAST      APPROX. 3.9 KM 1241330.3 |
 NH1328| CI9469 566 RM 1                             29.355 METERS 14213     |
 NH1328| CJ7903 VICTORY PP 1                         13.716 METERS 17243     |
 NH1328| CI9470 566 RM 2                             32.363 METERS 22432     |
 NH1328| NH1342 566                                   8.184 METERS 23957     |
 NH1328|---------------------------------------------------------------------|
 NH1328
 NH1328                          SUPERSEDED SURVEY CONTROL
 NH1328
 NH1328  NAD 83(1986)-  42 40 45.44417(N)    089 04 52.92698(W) AD(       ) 2
 NH1328  NAD 27      -  42 40 45.41150(N)    089 04 52.51790(W) AD(       ) 2
 NH1328
 NH1328.Superseded values are not recommended for survey control.
 NH1328
 NH1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1328.See file dsdata.pdf to determine how the superseded data were derived.
 NH1328
 NH1328_MARKER: DR = REFERENCE MARK DISK
 NH1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1328_STAMPING: WGS 566 NO 3 1957
 NH1328_MARK LOGO: CGS
 NH1328_PROJECTION: FLUSH
 NH1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1328+STABILITY: SURFACE MOTION
 NH1328
 NH1328  HISTORY     - Date     Condition        Report By
 NH1328  HISTORY     - 1957     MONUMENTED       CGS
 NH1328  HISTORY     - 1962     GOOD             CGS
 NH1328  HISTORY     - 1964     GOOD             CGS
 NH1328  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 NH1328  HISTORY     - 20010331 GOOD             NGS
 NH1328
 NH1328                          STATION DESCRIPTION
 NH1328
 NH1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1328'THE STATION IS LOCATED ABOUT 3 MILES WEST OF THE CENTER OF
 NH1328'JANESVILLE ON PROPERTY OWNED BY MR. EDWARD C. BOBZIEM.  IT
 NH1328'IS 45 FEET NORTH OF THE INTERSECTION OF STATE HIGHWAY 11 AND
 NH1328'HAYNER ROAD TO THE SOUTH, 10 FEET NORTH OF A FENCE AND A WHITE
 NH1328'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1328'WGS 566 NO 3 1957.  THE UNDERGROUND DISK IS A STANDARD REFERENCE
 NH1328'MARK DISK STAMPED WGS 566 NO 3 1957.
 NH1328'
 NH1328'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51
 NH1328'(MILWAUKEE STREET) AND PLEASANT STREET IN THE WEST EDGE OF
 NH1328'JANESVILLE, GO WEST ON PLEASANT STREET TO THE INTERSECTION
 NH1328'OF STATE HIGHWAY 11.  CONTINUE WEST ON HIGHWAY 11 FOR 1.85
 NH1328'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 NH1328'WEST ON HIGHWAY 11 FOR 0.3 MILE TO THE INTERSECTION OF HAYNER
 NH1328'ROAD TO THE SOUTH AND THE STATION ON THE RIGHT.
 NH1328'
 NH1328'REFERENCE MARK 1 IS 50 FEET EAST OF THE CENTERLINE OF HAYNER
 NH1328'ROAD, 31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 11, 11 FEET
 NH1328'SOUTHWEST OF A POWER LINE POLE AND 2 FEET NORTH OF A FENCE.
 NH1328'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED N 566
 NH1328'NO 1 1935.
 NH1328'
 NH1328'REFERENCE MARK 2 IS 31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 NH1328'11, 4 FEET EAST OF A POWER LINE POLE AND 1 FOOT NORTH OF
 NH1328'A FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 NH1328'STAMPED N 566 NO 2 1935.
 NH1328'
 NH1328'NO 566 (WIS. GEOD. S.) IS 49 FEET NORTHWEST OF THE INTERSECTION
 NH1328'OF HIGHWAY 11 AND HAYNER ROAD, 33 FEET NORTH OF THE CENTERLINE
 NH1328'OF HIGHWAY 11, 5 FEET NORTH OF A TELEPHONE POLE AND 3 FEET
 NH1328'SOUTH OF AN EAST-WEST FENCE.  THE MONUMENT IS A 6 INCH SQUARE
 NH1328'CONCRETE POST WITH A STANDARD U.S.C AND G.S AND STATE SURVEY
 NH1328'DISK SET IN THE TOP.  THE DISK IS STAMPED 566.
 NH1328'
 NH1328'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 NH1328'11, 7 FEET EAST OF A POWER LINE POLE, 4 FEET NORTHWEST OF
 NH1328'A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE.  THE MONUMENT
 NH1328'IS FLUSH AND THE DISK IS STAMPED WGS 566 1957.
 NH1328'
 NH1328'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 NH1328
 NH1328                          STATION RECOVERY (1962)
 NH1328
 NH1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 NH1328'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED
 NH1328'AFTER THE RE-MARKING OF 566 (WIS.GEOD.S.) COMPLETED THIS SAME
 NH1328'DATE FOR WHICH SEE RECOVERY NOTE THEREOF.  DUE TO THE SAME
 NH1328'LANDOWNER IMPROVEMENTS, THE SURFACE MARK OF THE SUBJECT STATION
 NH1328'WAS REMOVED, BUT THE SUBSURFACE MARK WAS NOT DISTURBED.
 NH1328'
 NH1328'ABOUT 2.8 MILES W ALONG COURT STREET (PLEASANT ST. OF ORIGINAL
 NH1328'DESCRIPTION) AND ITS EXTENSION NO. 11 WIS..HWY. FROM THE FIVE
 NH1328'POINTS INTERSECTION WITH MILWAUKEE STREET AND CENTER AVENUE
 NH1328'ON W EDGE OF BUSINESS DISTRICT OF JANESVILLE, 44 FEET N
 NH1328'OF CENTER LINE OF HWY., 1.0 FEET LOWER THAN SAME, 5 FEET W
 NH1328'OF PROJECTED CENTER LINE OF HAYNER ROAD FROM S, A STANDARD
 NH1328'REFERENCE MARK DISK IS STAMPED 566 NO 3 1935 AND SET IN A
 NH1328'SMALL CONCRETE MASS.
 NH1328'
 NH1328'REFERENCE STAMPED N 566 NO 1 1935 PROJECTS 0.4
 NH1328'FOOT, IS 96.31 FEET OR 29.355 METERS SE IN AZIMUTH 322 DEG
 NH1328'16 MIN FROM STATION, 50 FEET E OF CENTER LINE OF HAYNER ROAD,
 NH1328'32 FEET S OF CENTER LINE OF HWY., AND 3.0 FEET HIGHER THAN SAME.
 NH1328'
 NH1328'REFERENCE MARK STAMPED N 566 NO 2 1935 PROJECTS
 NH1328'0.3 FOOT, IS 106.18 FEET (32.363 METERS) SW S 44 DEG 35 MIN W
 NH1328'FROM STATION, 83 FEET W OF CENTER OF HAYNER ROAD,
 NH1328'32 FEET S OF CENTER LINE OF HWY., 3.9 FEET HIGHER THAN SAME.
 NH1328'
 NH1328'NO. 566 (WIS.GEOD.S.) RESET 1962 IS 26.833 FEET OR 8.179 METERS
 NH1328'WSW S 59 DEG 56 MIN W
 NH1328'FROM STATION, 30 FEET N OF CENTER LINE OF HWY., 1.0 FEET
 NH1328'LOWER THAN SAME, 30 FEET W OF PROJECTED CENTER LINE OF HAYNER
 NH1328'ROAD, 5.5 FEET NNW OF TELEPHONE POLE, 1.5 FEET SSW OF POLE
 NH1328'GUY WIRE, AND ABOUT A FOOT UNDERGROUND.
 NH1328'
 NH1328'AZIMUTH MARK STAMPED WGS 566 1957, FLUSH, IS ABOUT
 NH1328'0.3 MILE E S 86 DEG 46 MIN E FROM STATION, ABOUT
 NH1328'90 YARDS W OF W END OF 30-FOOT CONCRETE BRIDGE, 28 FEET
 NH1328'S OF CENTER LINE OF HWY., 1.6 FEET LOWER THAN SAME, 7-1/2
 NH1328'FEET E OF POWER POLE, AND 5 FEET N OF THE RIGHT-OF-WAY FENCE.
 NH1328
 NH1328                          STATION RECOVERY (1964)
 NH1328
 NH1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 NH1328'RECOVERED ALL MARKS IN GOOD CONDITION AS DESCRIBED IN 1962
 NH1328'RECOVERY NOTE BY V.R.S.
 NH1328'
 NH1328'ABOUT 2.8 MILES W ALONG COURT STREET (FORMERLY PLEASANT ST.
 NH1328'RE ORIGINAL DESCN.) AND NO. 11 WISCONSIN HWY., WHICH IT
 NH1328'BECOMES, FROM ITS INTERSECTION WITH MILWAUKEE ST. AND CENTER
 NH1328'AVE. AT FIVE POINTS ON W EDGE OF BUSINESS DISTRICT OF JANESVILLE
 NH1328'TO HAYNER ROAD ON LEFT AND STATION ON RIGHT, 44 FEET N OF
 NH1328'CENTER LINE OF NO. 11 HWY., 1.1 FEET LOWER THAN SAME, 5 FEET
 NH1328'W OF PROJECTED CENTER LINE OF HAYNER ROAD FROM S, AND A FOOT
 NH1328'UNDERGROUND IN A GRAVELED DRIVEWAY, A STANDARD REFERENCE MARK
 NH1328'DISK STAMPED 566 NO 3 1935 IN A SMALL MASS OF CONCRETE.
 NH1328'THIS MARK WAS FOUND TO BE CAREFULLY
 NH1328'PLUMBED UNDER THE SURFACE MARK IN 1962 AND HAS NOT BEEN
 NH1328'DISTURBED.
 NH1328'
 NH1328'REFERENCE STAMPED N 566 NO 1 1935 PROJECTS 0.4
 NH1328'FOOT, IS 96.31 FEET OR 29.355 METERS FROM THE STATION, 50
 NH1328'FEET E OF CENTER LINE OF HAYNER ROAD, 32 FEET S OF CENTER
 NH1328'LINE OF HWY., AND 3.0 FEET HIGHER THAN SAME.
 NH1328'
 NH1328'REFERENCE STAMPED N 566 NO 2 1935 IS 83 FEET W OF CENTER
 NH1328'LINE OF HAYNER ROAD, 32 FT. S OF CENTER LINE OF THE HWY.,
 NH1328'AND 3.9 FEET HIGHER THAN SAME.
 NH1328'
 NH1328'TRIANGULATION AND TRAVERSE STATION 566 (WISCONSIN GEODETIC
 NH1328'SURVEY) IS MARKED BY UNDERGROUND AND SURFACE MARKS OF COAST
 NH1328'SURVEY AND STATE SURVEY DISKS STAMPED AS ABOVE NOTED, 30 FEET
 NH1328'N OF CENTER LINE OF HWY., 1.0 FEET LOWER THAN SAME, 30 FEET
 NH1328'W OF PROJECTED CENTER LINE OF HAYNER ROAD, 5.5 FEET NNW OF
 NH1328'TELEPHONE POLE, 1.5 FEET SSW OF POLE GUY WIRE, THE UPPER
 NH1328'MARK A FOOT UNDERGROUND AND SET 2.830 FEET OR 0.8626 METER
 NH1328'LOWER THAN IT WAS FOUND IN 1962.  SEE DESCRIPTION THEREOF.
 NH1328'
 NH1328'AZIMUTH MARK IS FLUSH, ABOUT 90 YARDS W OF W END OF 30-FOOT
 NH1328'CONCRETE HWY. BRIDGE, 28 FEET S OF CENTER LINE OF HWY., 1.6
 NH1328'FEET LOWER THAN SAME, 7-1/2 FEET E OF POWER POLE, 5 FEET N
 NH1328'OF RIGHT-OF-WAY FENCE, AND 1.9 FEET S OF STEEL WITNESS POST.
 NH1328
 NH1328                          STATION RECOVERY (1996)
 NH1328
 NH1328'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1328'MARK NOT FOUND.
 NH1328
 NH1328                          STATION RECOVERY (2001)
 NH1328
 NH1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4949 ***********************************************************************
 DJ4949  DESIGNATION -  57 GALESVILLE GPS
 DJ4949  PID         -  DJ4949
 DJ4949  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4949  COUNTRY     -  US
 DJ4949  USGS QUAD   -  GALESVILLE (2018)
 DJ4949
 DJ4949                         *CURRENT SURVEY CONTROL
 DJ4949  ______________________________________________________________________
 DJ4949* NAD 83(2011) POSITION- 44 03 55.78054(N) 091 22 25.43324(W)   ADJUSTED
 DJ4949* NAD 83(2011) ELLIP HT-   192.345 (meters)        (06/27/12)   ADJUSTED
 DJ4949* NAD 83(2011) EPOCH   -  2010.00
 DJ4949* NAVD 88 ORTHO HEIGHT -   223.689 (meters)      733.89  (feet) ADJUSTED
 DJ4949  ______________________________________________________________________
 DJ4949  GEOID HEIGHT    -        -31.350 (meters)                     GEOID18
 DJ4949  NAD 83(2011) X  -   -110,053.263 (meters)                     COMP
 DJ4949  NAD 83(2011) Y  - -4,589,236.952 (meters)                     COMP
 DJ4949  NAD 83(2011) Z  -  4,413,457.341 (meters)                     COMP
 DJ4949  LAPLACE CORR    -         -8.59  (seconds)                    DEFLEC18
 DJ4949  DYNAMIC HEIGHT  -        223.656 (meters)      733.78  (feet) COMP
 DJ4949  MODELED GRAVITY -    980,464.8   (mgal)                       NAVD 88
 DJ4949
 DJ4949  VERT ORDER      -  SECOND    CLASS I
 DJ4949
 DJ4949  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4949  Standards:
 DJ4949         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4949            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4949  -------------------------------------------------------------------
 DJ4949  NETWORK    0.31   0.29           0.14   0.11   0.15      0.12905133
 DJ4949  -------------------------------------------------------------------
 DJ4949  Click here for local accuracies and other accuracy information.
 DJ4949
 DJ4949.The horizontal coordinates were established by GPS observations
 DJ4949.and adjusted by the National Geodetic Survey in June 2012.
 DJ4949
 DJ4949.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4949.been affixed to the stable North American tectonic plate. See 
 DJ4949.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4949
 DJ4949.The horizontal coordinates are valid at the epoch date displayed above
 DJ4949.which is a decimal equivalence of Year/Month/Day.
 DJ4949
 DJ4949.The orthometric height was determined by differential leveling and
 DJ4949.adjusted by the WI DEPT OF TRANSP
 DJ4949.in May 2012.
 DJ4949
 DJ4949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4949.GEOID18 height accuracy estimate available here.
 DJ4949
 DJ4949.Click photographs - Photos may exist for this station.
 DJ4949
 DJ4949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4949
 DJ4949.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4949
 DJ4949.The ellipsoidal height was determined by GPS observations
 DJ4949.and is referenced to NAD 83.
 DJ4949
 DJ4949.The dynamic height is computed by dividing the NAVD 88
 DJ4949.geopotential number by the normal gravity value computed on the
 DJ4949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4949.degrees latitude (g = 980.6199 gals.).
 DJ4949
 DJ4949.The modeled gravity was interpolated from observed gravity values.
 DJ4949
 DJ4949. The following values were computed from the NAD 83(2011) position.
 DJ4949
 DJ4949;                    North         East     Units Scale Factor Converg.
 DJ4949;SPC WI C     -    26,728.523   489,940.355   MT  1.00003999   -0 58 09.4
 DJ4949;SPC WI C     -    87,691.83  1,607,412.65   sFT  1.00003999   -0 58 09.4
 DJ4949;UTM  15      - 4,880,432.907   630,241.720   MT  0.99980863   +1 07 52.3
 DJ4949
 DJ4949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4949!SPC WI C     -   0.99996984  x   1.00003999  =   1.00000983
 DJ4949!UTM  15      -   0.99996984  x   0.99980863  =   0.99977848
 DJ4949
 DJ4949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3024180432(NAD 83)
 DJ4949
 DJ4949                          SUPERSEDED SURVEY CONTROL
 DJ4949
 DJ4949  NAD 83(2007)-  44 03 55.78064(N)    091 22 25.43405(W) AD(2002.00) 1
 DJ4949  ELLIP H (07/29/08)  192.378  (m)                       GP(2002.00) 3 1
 DJ4949  NAVD 88             223.68   (m)          733.9    (f) LEVELING    3  
 DJ4949  NAVD 88 (07/08/08)  223.684  (m)          733.87   (f) SUPERSEDED  2 1
 DJ4949
 DJ4949.Superseded values are not recommended for survey control.
 DJ4949
 DJ4949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4949.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4949
 DJ4949_MARKER: DD = SURVEY DISK
 DJ4949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4949_STAMPING: 57 GALESVILLE GPS 1995
 DJ4949_MARK LOGO: WI-121
 DJ4949_PROJECTION: FLUSH
 DJ4949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4949+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 DJ4949
 DJ4949  HISTORY     - Date     Condition        Report By
 DJ4949  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4949  HISTORY     - 20061010 GOOD             WIDT
 DJ4949  HISTORY     - 20110921 GOOD             WIDT
 DJ4949
 DJ4949                          STATION DESCRIPTION
 DJ4949
 DJ4949'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4949'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 AND STATE
 DJ4949'HIGHWAY 93 WITH COUNTY HIGHWAY K TO THE SOUTH AND COUNTY HIGHWAY T
 DJ4949'(15TH STREET) TO THE NORTH JUST WEST OF THE CITY OF GALESVILLE, GO
 DJ4949'SOUTH ON COUNTY HIGHWAY K FOR 0.65 MI (1.0 KM) TO DEER RUN LANE ON THE
 DJ4949'LEFT, CONTINUE SOUTH ON COUNTY HIGHWAY K FOR 0.05 MI (0.1 KM) TO THE
 DJ4949'STATION ON THE LEFT.
 DJ4949'
 DJ4949'THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION
 DJ4949'DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST,
 DJ4949'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4949'THE STATION IS 11.4 M (37.4 FT) EAST OF THE CENTERLINE OF COUNTY
 DJ4949'HIGHWAY K, 103 M (337.9 FT) NORTH OF TURKEY TROT LANE, 43 M (141.1 FT)
 DJ4949'NORTHEAST OF A TELEPHONE PEDESTAL --2262--, 14.8 M (48.6 FT) NORTHWEST
 DJ4949'OF A TELEPHONE PEDESTAL --500/1320--, AND 1.0 M (3.3 FT) EAST,
 DJ4949'NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DJ4949'
 DJ4949'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4949'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4949
 DJ4949                          STATION RECOVERY (2011)
 DJ4949
 DJ4949'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1368 ***********************************************************************
 NH1368  DESIGNATION -  574
 NH1368  PID         -  NH1368
 NH1368  STATE/COUNTY-  WI/ROCK
 NH1368  COUNTRY     -  US
 NH1368  USGS QUAD   -  FOOTVILLE (2018)
 NH1368
 NH1368                         *CURRENT SURVEY CONTROL
 NH1368  ______________________________________________________________________
 NH1368* NAD 83(1991) POSITION- 42 39 12.26499(N) 089 13 43.95296(W)   ADJUSTED
 NH1368* NAVD 88 ORTHO HEIGHT -   288.    (meters)      945.    (feet) SCALED
 NH1368  ______________________________________________________________________
 NH1368  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 NH1368  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 NH1368  HORZ ORDER      -  SECOND
 NH1368
 NH1368.The horizontal coordinates were established by classical geodetic methods
 NH1368.and adjusted by the National Geodetic Survey in November 1991.
 NH1368
 NH1368.The orthometric height was scaled from a topographic map.
 NH1368
 NH1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1368.GEOID18 height accuracy estimate available here.
 NH1368
 NH1368.Click photographs - Photos may exist for this station.
 NH1368
 NH1368.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1368
 NH1368. The following values were computed from the NAD 83(1991) position.
 NH1368
 NH1368;                    North         East     Units Scale Factor Converg.
 NH1368;SPC WI S     -    72,880.701   663,230.650   MT  1.00001707   +0 31 47.4
 NH1368;SPC WI S     -   239,109.43  2,175,949.22   sFT  1.00001707   +0 31 47.4
 NH1368;UTM  16      - 4,724,735.750   317,306.381   MT  1.00001065   -1 30 38.2
 NH1368
 NH1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1368!SPC WI S     -   0.99996016  x   1.00001707  =   0.99997723
 NH1368!UTM  16      -   0.99996016  x   1.00001065  =   0.99997081
 NH1368
 NH1368:                Primary Azimuth Mark                     Grid Az
 NH1368:SPC WI S     -  575                                      205 41 26.9
 NH1368:UTM  16      -  575                                      207 43 52.5
 NH1368
 NH1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1730624735(NAD 83)
 NH1368
 NH1368|---------------------------------------------------------------------|
 NH1368| PID    Reference Object                     Distance      Geod. Az  |
 NH1368|                                                           dddmmss.s |
 NH1368| NH1367 574 RM 3                             17.276 METERS 03926     |
 NH1368| NH1369 FOOTVILLE PET MILK CO STACK         APPROX. 2.3 KM 0511546.6 |
 NH1368| CI9471 574 RM 1                             42.565 METERS 20038     |
 NH1368| CI9473 575                                                2061314.3 |
 NH1368| CI9472 574 RM 2                             24.507 METERS 32248     |
 NH1368|---------------------------------------------------------------------|
 NH1368
 NH1368                          SUPERSEDED SURVEY CONTROL
 NH1368
 NH1368  NAD 83(1986)-  42 39 12.25999(N)    089 13 43.95516(W) AD(       ) 2
 NH1368  NAD 27      -  42 39 12.22790(N)    089 13 43.53900(W) AD(       ) 2
 NH1368
 NH1368.Superseded values are not recommended for survey control.
 NH1368
 NH1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1368.See file dsdata.pdf to determine how the superseded data were derived.
 NH1368
 NH1368_MARKER: DD = SURVEY DISK
 NH1368_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NH1368_STAMPING: 574
 NH1368_MARK LOGO: CGS+SS
 NH1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1368
 NH1368  HISTORY     - Date     Condition        Report By
 NH1368  HISTORY     - 1934     MONUMENTED       WIGS
 NH1368  HISTORY     - 1935     GOOD             CGS
 NH1368  HISTORY     - 1957     GOOD             CGS
 NH1368  HISTORY     - 19960504 POOR             USPSQD
 NH1368  HISTORY     - 20010331 GOOD             NGS
 NH1368
 NH1368                          STATION DESCRIPTION
 NH1368
 NH1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1368'STATION IS ABOUT 2 MILES NNE OF ORFORDVILLE, ABOUT 1 MILE SW
 NH1368'OF FOOTVILLE, ON THE WEST SIDE OF THE NW 1/4 SEC. 8, T 2 N, R
 NH1368'11 E, ON THE EAST SIDE OF THE RIGHT-OF-WAY OF WISCONSIN ROUTE
 NH1368'11, 23 FEET EAST OF CENTERLINE OF THE HIGHWAY (CONCRETE), 2
 NH1368'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 93 FEET ESE OF SE
 NH1368'CORNER OF LOU WILKEYS HOUSE (OCCUPIED BY JAKE SCHINDLER), 52
 NH1368'FEET ENE OF SE CORNER OF THE YARD FENCE, 134 FEET ENE OF NE
 NH1368'CORNER OF THE LARGE RED BARN, 75 FEET NE OF THE LONE 12-INCH
 NH1368'HACKBERRY TREE THAT STANDS IN EAST SIDE OF THE BARN YARD, THE
 NH1368'MARK IS A STANDARD U.S.C. AND G.S. AND STATE SURVEY BRONZE
 NH1368'TABLET SET IN A 6-INCH PRE-CAST CONCRETE POST.  THE POST IS
 NH1368'ABOUT 5 FEET IN LENGTH, AND PROJECTS 2 INCHES.  NO
 NH1368'UNDERGROUND MARK.
 NH1368'
 NH1368'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1368'
 NH1368'AZIMUTH MARK IS U.S.C. AND G.S. AND STATE SURVEY STATION 575.
 NH1368'IT IS SSW OF THE STATION, ABOUT 1.35 MILE (BY ROAD) FROM
 NH1368'STATION, 28 FEET SOUTH OF CENTERLINE OF ROUTE 11, 3 FEET NORTH
 NH1368'OF THE RIGHT-OF-WAY FENCE, ABOUT 70 FEET WEST OF POINT OF
 NH1368'CURVATURE WHERE THE ROAD CURVES TO NORTH, ABOUT 125 FEET WEST OF
 NH1368'THE FIRST GUARD POST, 61 FEET SOUTH OF THE MORE EASTERLY OF TWO
 NH1368'24-INCH ELMS THAT STAND ON NORTH SIDE OF THE ROAD.  IT PROJECTS
 NH1368'1 INCH.
 NH1368'
 NH1368'R.M. NO. 1 IS SSW OF STATION, 26 FEET WEST OF CENTERLINE OF
 NH1368'THE ROAD, ON THE EAST COW-LOT (RIGHT-OF-WAY) FENCE LINE, 15
 NH1368'FEET SOUTH OF THE NORTHEAST COW-LOT FENCE POST, 80 FEET ESE OF
 NH1368'SE CORNER OF THE BARN, 76 FEET SOUTH OF THE LONE 12-INCH HACKBERRY
 NH1368'TREE.  IT PROJECTS 2 INCHES.
 NH1368'
 NH1368'R.M. NO. 2 IS NW OF STATION, 26 FEET WEST OF CENTERLINE OF
 NH1368'THE ROAD, ON THE FRONT YARD FENCE LINE, 34 FEET EAST OF NE
 NH1368'CORNER OF THE HOUSE, 56 FEET NE OF SE CORNER OF THE HOUSE,
 NH1368'194.64 FEET NORTH OF R.M. NO. 1.  IT IS FLUSH WITH THE SURFACE.
 NH1368'
 NH1368'TO REACH FROM THE JUNCTION OF WISCONSIN ROUTES 11 AND 13 IN
 NH1368'ORFORDVILLE, GO EAST, NORTH, AND EAST ON ROUTE 11, 2.65 MILES
 NH1368'TO MR. WILKEYS HOUSE ON WEST AND STATION ON EAST SIDE OF ROAD.
 NH1368'
 NH1368'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 NH1368
 NH1368                          STATION RECOVERY (1957)
 NH1368
 NH1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1368'FOOTVILLE PET MILK CO STACK-1935 DIRECTION.
 NH1368'
 NH1368'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 NH1368'CONDITION.  EXISTING HIGH LINE WIRES PROHIBITED BUILDING A
 NH1368'TOWER OVER THE STATION MARK.  THEREFORE REFERENCE MARK 3 WAS
 NH1368'ESTABLISHED AND OCCUPIED.  THE DIRECTIONS TO BOTH REFERENCE
 NH1368'MARKS CHECKED BY 17 SECONDS.  A DIFFERENCE OF 0.09 FOOT LONGER
 NH1368'WAS FOUND IN THE MEASUREMENT TO R.M. 1 AND R.M. 2 WAS 0.03
 NH1368'FOOT LONGER THAN STATED IN THE 1935 DESCRIPTION.
 NH1368'
 NH1368'THE 1935 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 NH1368'
 NH1368'R.M. 3 IS LOCATED IN A CLOVER FIELD AND IS 120 FEET EAST OF
 NH1368'THE SOUTHEAST CORNER OF MR. WILKEYS HOUSE, 59 FEET EAST OF THE
 NH1368'CENTERLINE OF STATE HIGHWAY 11, 57 FEET NORTHEAST OF A WHITE
 NH1368'WITNESS POST, 39 FEET EAST OF A POWER LINE POLE WITH A TRANSFORMER
 NH1368'BOX ON THE SOUTH SIDE AND 34 FEET EAST OF A NORTH-SOUTH
 NH1368'WIRE FENCE.  THE MONUMENT IS 14 INCHES UNDERGROUND AND THE
 NH1368'DISK IS STAMPED 574 NO 3 1935.
 NH1368'
 NH1368'THE STATION MAY BE REACHED FROM THE FOOTVILLE SCHOOL IN
 NH1368'FOOTVILLE BY GOING WEST AND SOUTHWEST ON STATE HIGHWAY 11 FOR
 NH1368'1.8 MILES TO THE STATION ON THE LEFT.
 NH1368'
 NH1368'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH AND SOUTHWEST
 NH1368'ON HIGHWAY 11 FOR 1.35 MILES TO THE MARK ON THE LEFT.
 NH1368'
 NH1368'THE AZIMUTH MARK IS A U.S.C. AND G.S. AND STATE SURVEY MARK
 NH1368'NO. 575.
 NH1368
 NH1368                          STATION RECOVERY (1996)
 NH1368
 NH1368'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1368'MARK RECOVERED IN POOR CONDITION.
 NH1368
 NH1368                          STATION RECOVERY (2001)
 NH1368
 NH1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1368'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1367 ***********************************************************************
 NH1367  DESIGNATION -  574 RM 3
 NH1367  PID         -  NH1367
 NH1367  STATE/COUNTY-  WI/ROCK
 NH1367  COUNTRY     -  US
 NH1367  USGS QUAD   -  FOOTVILLE (2018)
 NH1367
 NH1367                         *CURRENT SURVEY CONTROL
 NH1367  ______________________________________________________________________
 NH1367* NAD 83(1991) POSITION- 42 39 12.69745(N) 089 13 43.47124(W)   ADJUSTED
 NH1367* NAVD 88 ORTHO HEIGHT -   288.    (meters)      945.    (feet) SCALED
 NH1367  ______________________________________________________________________
 NH1367  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 NH1367  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 NH1367  HORZ ORDER      -  SECOND
 NH1367
 NH1367.The horizontal coordinates were established by classical geodetic methods
 NH1367.and adjusted by the National Geodetic Survey in November 1991.
 NH1367
 NH1367.The orthometric height was scaled from a topographic map.
 NH1367
 NH1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1367.GEOID18 height accuracy estimate available here.
 NH1367
 NH1367.Click photographs - Photos may exist for this station.
 NH1367
 NH1367.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1367
 NH1367. The following values were computed from the NAD 83(1991) position.
 NH1367
 NH1367;                    North         East     Units Scale Factor Converg.
 NH1367;SPC WI S     -    72,894.147   663,241.499   MT  1.00001705   +0 31 47.8
 NH1367;SPC WI S     -   239,153.55  2,175,984.82   sFT  1.00001705   +0 31 47.8
 NH1367;UTM  16      - 4,724,748.801   317,317.701   MT  1.00001060   -1 30 37.9
 NH1367
 NH1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1367!SPC WI S     -   0.99996016  x   1.00001705  =   0.99997721
 NH1367!UTM  16      -   0.99996016  x   1.00001060  =   0.99997076
 NH1367
 NH1367:                Primary Azimuth Mark                     Grid Az
 NH1367:SPC WI S     -  575                                      205 05 45.0
 NH1367:UTM  16      -  575                                      207 08 10.7
 NH1367
 NH1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1731724748(NAD 83)
 NH1367
 NH1367|---------------------------------------------------------------------|
 NH1367| PID    Reference Object                     Distance      Geod. Az  |
 NH1367|                                                           dddmmss.s |
 NH1367| NH1369 FOOTVILLE PET MILK CO STACK         APPROX. 2.3 KM 0512106.4 |
 NH1367| CI9473 575                                                2053732.8 |
 NH1367| CI9471 574 RM 1                             59.174 METERS 20602     |
 NH1367| NH1368 574                                  17.276 METERS 21926     |
 NH1367| CI9472 574 RM 2                             26.527 METERS 28329     |
 NH1367|---------------------------------------------------------------------|
 NH1367
 NH1367                          SUPERSEDED SURVEY CONTROL
 NH1367
 NH1367  NAD 83(1986)-  42 39 12.69241(N)    089 13 43.47350(W) AD(       ) 2
 NH1367  NAD 27      -  42 39 12.66030(N)    089 13 43.05720(W) AD(       ) 2
 NH1367
 NH1367.Superseded values are not recommended for survey control.
 NH1367
 NH1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1367.See file dsdata.pdf to determine how the superseded data were derived.
 NH1367
 NH1367_MARKER: DR = REFERENCE MARK DISK
 NH1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1367_STAMPING: 574 NO 3 1935
 NH1367_MARK LOGO: CGS
 NH1367_PROJECTION: RECESSED 36 CENTIMETERS
 NH1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1367+STABILITY: SURFACE MOTION
 NH1367
 NH1367  HISTORY     - Date     Condition        Report By
 NH1367  HISTORY     - 1957     MONUMENTED       CGS
 NH1367  HISTORY     - 19960504 GOOD             USPSQD
 NH1367  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1367
 NH1367                          STATION DESCRIPTION
 NH1367
 NH1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1367'THE STATION IS LOCATED ABOUT TWO MILES NORTHEAST OF ORFORDVILLE
 NH1367'AND ABOUT ONE MILE SOUTHWEST OF FOOTVILLE ON LAND OWNED AND
 NH1367'OCCUPIED BY MR. CLARENCE WILKEY.  IT IS IN A CLOVER FIELD AND
 NH1367'IS 120 FEET EAST OF THE SOUTHEAST CORNER OF MR. WILKEYS TWO-STORY
 NH1367'FRAME HOUSE, 59 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 NH1367'11, 57 FEET NORTHEAST OF A WHITE WITNESS POST, 34 FEET EAST
 NH1367'OF A WIRE FENCE, AND 39 FEET EAST OF A POWER LINE POLE WITH A
 NH1367'TRANSFORMER BOX ON THE SOUTH SIDE.  THE MONUMENT IS 14 INCHES
 NH1367'UNDERGROUND AND THE DISK IS STAMPED 574 NO 3 1935.
 NH1367'
 NH1367'TO REACH THE STATION FROM THE FOOTVILLE SCHOOL IN FOOTVILLE
 NH1367'GO WEST AND SOUTHWEST ON STATE HIGHWAY 11 FOR 1.8 MILES TO THE
 NH1367'STATION ON THE LEFT.
 NH1367'
 NH1367'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH AND SOUTHWEST
 NH1367'ON HIGHWAY 11 FOR 1.35 MILES TO THE MARK ON THE LEFT.
 NH1367'
 NH1367'REFERENCE MARK 1 IS 80 FEET EAST OF THE SOUTHEAST CORNER OF
 NH1367'A RED BARN, 73 FEET SOUTH OF A LONE HACKBERRY TREE, 26 FEET
 NH1367'WEST OF THE CENTERLINE OF HIGHWAY 11, AND TWO FEET EAST OF A
 NH1367'BOARD FENCE AROUND THE COW LOT.  THE MONUMENT PROJECTS EIGHT
 NH1367'INCHES AND THE DISK IS STAMPED NO 574 NO 1 1935.
 NH1367'
 NH1367'REFERENCE MARK 2 IS 56 FEET NORTHEAST OF THE SOUTHEAST CORNER
 NH1367'OF THE HOUSE, 34 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE
 NH1367'AND 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT
 NH1367'IS FLUSH AND THE DISK IS STAMPED NO 574 NO 2 1935.
 NH1367'
 NH1367'NO 574 (WIS. GEOD. S.) 1935 IS ON THE EAST RIGHT-OF-WAY LINE
 NH1367'OF THE HIGHWAY, 137 FEET EAST OF THE NORTHEAST CORNER OF THE
 NH1367'BARN, 91 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 73
 NH1367'FEET NORTHEAST OF THE LONE HACKBERRY TREE, 53 FEET NORTHEAST
 NH1367'OF THE SOUTHEAST CORNER OF A YARD FENCE, TWO FEET WEST OF THE
 NH1367'EAST RIGHT-OF-WAY FENCE AND TWO FEET NORTHWEST OF A WHITE
 NH1367'WITNESS POST.  THE MONUMENT IS AN EIGHT INCH SQUARE CONCRETE
 NH1367'POST WHICH PROJECTS TWO INCHES AND THE DISK IS STAMPED STATION
 NH1367'NO 574.
 NH1367'
 NH1367'THE AZIMUTH MARK IS ON THE SOUTH RIGHT-OF-WAY LINE OF THE
 NH1367'HIGHWAY, 63 FEET SOUTH OF THE MORE EASTERLY OF TWO 36 INCH ELM TREES
 NH1367'THAT STAND ON THE NORTH SIDE OF THE HIGHWAY, 28 FEET SOUTH OF THE
 NH1367'CENTERLINE OF THE HIGHWAY, THREE FEET NORTH OF AN EAST-WEST WIRE
 NH1367'FENCE, AND TWO FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT
 NH1367'IS AN EIGHT INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 NH1367'GROUND AND THE DISK IS STAMPED STATION NO 575.
 NH1367'
 NH1367'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1367
 NH1367                          STATION RECOVERY (1996)
 NH1367
 NH1367'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1367'RECOVERED IN GOOD CONDITION.
 NH1367
 NH1367                          STATION RECOVERY (2001)
 NH1367
 NH1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1367'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1371 ***********************************************************************
 NH1371  DESIGNATION -  579
 NH1371  PID         -  NH1371
 NH1371  STATE/COUNTY-  WI/ROCK
 NH1371  COUNTRY     -  US
 NH1371  USGS QUAD   -  ORFORDVILLE (2018)
 NH1371
 NH1371                         *CURRENT SURVEY CONTROL
 NH1371  ______________________________________________________________________
 NH1371* NAD 83(1991) POSITION- 42 42 31.01079(N) 089 17 18.93944(W)   ADJUSTED
 NH1371* NAVD 88 ORTHO HEIGHT -   318.    (meters)     1043.    (feet) SCALED
 NH1371  ______________________________________________________________________
 NH1371  GEOID HEIGHT    -        -33.911 (meters)                     GEOID18
 NH1371  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 NH1371  HORZ ORDER      -  SECOND
 NH1371
 NH1371.The horizontal coordinates were established by classical geodetic methods
 NH1371.and adjusted by the National Geodetic Survey in November 1991.
 NH1371
 NH1371.The orthometric height was scaled from a topographic map.
 NH1371
 NH1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1371.GEOID18 height accuracy estimate available here.
 NH1371
 NH1371.Click photographs - Photos may exist for this station.
 NH1371
 NH1371.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1371
 NH1371. The following values were computed from the NAD 83(1991) position.
 NH1371
 NH1371;                    North         East     Units Scale Factor Converg.
 NH1371;SPC WI S     -    78,969.788   658,281.658   MT  1.00000508   +0 29 19.7
 NH1371;SPC WI S     -   259,086.71  2,159,712.41   sFT  1.00000508   +0 29 19.7
 NH1371;UTM  16      - 4,730,997.295   312,577.339   MT  1.00003218   -1 33 09.8
 NH1371
 NH1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1371!SPC WI S     -   0.99995546  x   1.00000508  =   0.99996054
 NH1371!UTM  16      -   0.99995546  x   1.00003218  =   0.99998764
 NH1371
 NH1371:                Primary Azimuth Mark                     Grid Az
 NH1371:SPC WI S     -  578                                      178 33 08.8
 NH1371:UTM  16      -  578                                      180 35 38.3
 NH1371
 NH1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1257730997(NAD 83)
 NH1371
 NH1371|---------------------------------------------------------------------|
 NH1371| PID    Reference Object                     Distance      Geod. Az  |
 NH1371|                                                           dddmmss.s |
 NH1371| NH1369 FOOTVILLE PET MILK CO STACK         APPROX. 8.2 KM 1250013.4 |
 NH1371| CI9474 578                                                1790228.5 |
 NH1371| CI9475 579 RM 1                             23.493 METERS 19002     |
 NH1371| NH1383 EVANSVILLE MUNICIPAL STANDPIPE      APPROX. 8.7 KM 3463528.5 |
 NH1371| CI9476 579 RM 2                             19.263 METERS 35013     |
 NH1371|---------------------------------------------------------------------|
 NH1371
 NH1371                          SUPERSEDED SURVEY CONTROL
 NH1371
 NH1371  NAD 83(1986)-  42 42 31.00485(N)    089 17 18.94082(W) AD(       ) 2
 NH1371  NAD 27      -  42 42 30.97910(N)    089 17 18.52100(W) AD(       ) 2
 NH1371
 NH1371.Superseded values are not recommended for survey control.
 NH1371
 NH1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1371.See file dsdata.pdf to determine how the superseded data were derived.
 NH1371
 NH1371_MARKER: DD = SURVEY DISK
 NH1371_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NH1371_STAMPING: 579
 NH1371_MARK LOGO: CGS+SS
 NH1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1371
 NH1371  HISTORY     - Date     Condition        Report By
 NH1371  HISTORY     - 1934     MONUMENTED       WIGS
 NH1371  HISTORY     - 1935     GOOD             CGS
 NH1371  HISTORY     - 1957     GOOD             CGS
 NH1371  HISTORY     - 19960504 GOOD             USPSQD
 NH1371  HISTORY     - 20010331 GOOD             NGS
 NH1371
 NH1371                          STATION DESCRIPTION
 NH1371
 NH1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1371'THIS STATION IS A U.S.C. AND G.S. AND STATE SURVEY MARK.  THE
 NH1371'MARK IS A 6-INCH CONCRETE POST 5 FEET LONG WITH A BRONZE
 NH1371'DISC SET IN THE TOP.  THE MARK PROJECTS 4 INCHES.  THE STATION
 NH1371'IS IN THE EXTREME SW CORNER OF THE SW 1/4 OF THE NW 1/4 OF
 NH1371'SEC. 23, T 3 N, R 10 E, ABOUT 6 MILES AIRLINE NORTH OF
 NH1371'ORFORDVILLE AND ABOUT 6 MILES SOUTH OF EVANSVILLE, ON TOP OF A
 NH1371'RIDGE AT ROAD CUT ON EAST SIDE OF HIGHWAY WIS. 13, ON HALF
 NH1371'SECTION LINE OWNED BY A.E. TOWNSEND ON NORTH AND JAMES ROWLEY
 NH1371'ON SOUTH, 14 FEET EAST OF A LONE TREE ON EDGE OF CUT.
 NH1371'
 NH1371'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 NH1371'
 NH1371'REFERENCE MARK NO. 1 (1935) IS SOUTH OF THE STATION, 2 FEET
 NH1371'EAST OF EDGE OF CUT IN EAST LINE OF RIGHT-OF-WAY OF WIS. 13.
 NH1371'36 FEET SOUTH OF A POWERLINE POLE.  THE MARK IS FLUSH.
 NH1371'
 NH1371'REFERENCE MARK NO. 2 (1935) IS NORTH OF THE STATION 3 FEET EAST
 NH1371'OF EDGE OF CUT IN EAST LINE OF RIGHT-OF-WAY OF WIS. 13.
 NH1371'23 FEET SOUTH OF A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES.
 NH1371'
 NH1371'THE AZIMUTH MARK IS U.S.C. AND G.S. AND STATE SURVEY MARK NO. 578.
 NH1371'THE MARK IS A 6-INCH CONCRETE POST 5 FEET LONG SET FLUSH, ON
 NH1371'EAST SIDE OF WIS. 13, AT SOUTH END OF HEDGE ROW, AT HALF-SECTION
 NH1371'LINE FENCE AT TOP OF ROAD CUT.  2.60 FEET SOUTH OF HALF SECTION
 NH1371'LINE FENCE.  8 FEET EAST OF RIGHT-OF-WAY FENCE.
 NH1371'
 NH1371'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 138.10 FEET.
 NH1371'
 NH1371'LIGHTS 87 FEET ABOVE STATIONS 574 AND RISUM ARE VISIBLE FROM
 NH1371'THE GROUND AT THIS STATION.
 NH1371'
 NH1371'LIGHTS 100 FEET ABOVE STATION BECKER COME INTO VIEW 37 FEET ABOVE
 NH1371'THIS STATION.
 NH1371'
 NH1371'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS WIS. 11
 NH1371'AND 13 IN ORFORDVILLE, FOLLOW WIS. 13 NORTH FOR 6.4 MILES TO
 NH1371'STATION ON RIGHT.
 NH1371
 NH1371                          STATION RECOVERY (1957)
 NH1371
 NH1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1371'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NH1371'CONDITION.  DIRECTIONS TO ALL MARKS AND INTERSECTION STATIONS
 NH1371'CHECKED.  THE STATION AND REFERENCE MARK 2 IS ON THE PROPERTY
 NH1371'OF MR. MERRIEL FOUCHE WHICH WAS OWNED BY MR. A.E. TOWNSEND
 NH1371'IN 1935.  A LONGER DISTANCE OF 0.06 OF A FOOT WAS FOUND TO
 NH1371'REFERENCE MARK 1.  A LONGER DISTANCE OF 0.04 OF A FOOT WAS
 NH1371'FOUND TO REFERENCE MARK 2.  THE HEDGE ROW AT THE AZIMUTH MARK
 NH1371'WHICH WAS REFERED TO IN THE ORIGINAL DESCRIPTION IS MISSING.
 NH1371'A FEW NEW MEASUREMENTS TO THE STATION, REFERENCE MARKS 1, 2
 NH1371'AND THE AZIMUTH MARK WILL BE ADDED.
 NH1371'
 NH1371'A NEW TO REACH AND DESCRIPTION FOLLOWS.
 NH1371'
 NH1371'THE STATION IS ABOUT 1/2 MILE SOUTH OF MAGNOLIA, ON THE EAST
 NH1371'SIDE OF HIGHWAY 13.  IT IS 14 FEET EAST OF A WIRE FENCE CORNER,
 NH1371'14 FEET SOUTHEAST OF A WHITE WITNESS POST, 1 FOOT NORTH OF A
 NH1371'WIRE FENCE, 42 FEET NORTHEAST OF A POWER LINE POLE AND 53 FEET
 NH1371'EAST OF THE CENTERLINE OF HIGHWAY 13.  THE DISK IS A STANDARD
 NH1371'U.S.C. AND G.S. AND WISCONSIN STATE SURVEY STATION DISK STAMPED
 NH1371'NO 579 1935.  IT IS SET IN A 6 X 6 INCH CONCRETE POST THAT
 NH1371'PROJECTS 4 INCHES.
 NH1371'
 NH1371'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 NH1371'MADISON STREET (STATE HIGHWAY 13) IN EVANSVILLE, GO SOUTH ON
 NH1371'HIGHWAY 13 FOR 4.9 MILES TO THE STATION ON THE LEFT.
 NH1371'
 NH1371'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ON HIGHWAY
 NH1371'13 FOR 1.0 MILE TO THE MARK ON THE LEFT.
 NH1371'
 NH1371'REFERENCE MARK 1 IS 1 FOOT EAST OF A WIRE FENCE, 41 FEET
 NH1371'EAST OF THE CENTERLINE OF HIGHWAY 13 AND 37 FEET SOUTH OF
 NH1371'A POWER LINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 NH1371'STAMPED NO 579 NO 1 1935.
 NH1371'
 NH1371'REFERENCE MARK 2 IS 3 FEET EAST OF A WIRE FENCE, 43 FEET
 NH1371'EAST OF THE CENTERLINE OF HIGHWAY 13, 23 FEET SOUTH OF A
 NH1371'POWER LINE POLE AND 57 FEET NORTH OF THE WHITE WITNESS POST.
 NH1371'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED NO
 NH1371'579 NO 2 1935.
 NH1371'
 NH1371'THE AZIMUTH MARK IS 3 FEET SOUTH OF A WIRE FENCE, 7 FEET
 NH1371'SOUTHEAST OF A T FENCE CORNER, 8 FEET NORTHEAST OF A WHITE
 NH1371'WITNESS POST AND 51 FEET EAST OF THE CENTERLINE OF HIGHWAY 13.
 NH1371'THE DISK IS A STANDARD U.S.C. AND G.S. AND WISCONSIN STATE
 NH1371'SURVEY DISK STAMPED NO 578 1935.  IT IS SET IN A 6 X 6 INCH
 NH1371'CONCRETE POST THAT PROJECTS 1 INCH.
 NH1371
 NH1371                          STATION RECOVERY (1996)
 NH1371
 NH1371'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1371'RECOVERED IN GOOD CONDITION.
 NH1371
 NH1371                          STATION RECOVERY (2001)
 NH1371
 NH1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1371'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5243 ***********************************************************************
 DK5243  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5243  DESIGNATION -  58 GALE S GPS
 DK5243  PID         -  DK5243
 DK5243  STATE/COUNTY-  WI/TREMPEALEAU
 DK5243  COUNTRY     -  US
 DK5243  USGS QUAD   -  GALESVILLE (2018)
 DK5243
 DK5243                         *CURRENT SURVEY CONTROL
 DK5243  ______________________________________________________________________
 DK5243* NAD 83(2011) POSITION- 44 04 41.15599(N) 091 16 34.99805(W)   ADJUSTED
 DK5243* NAD 83(2011) ELLIP HT-   198.290 (meters)        (06/27/12)   ADJUSTED
 DK5243* NAD 83(2011) EPOCH   -  2010.00
 DK5243* NAVD 88 ORTHO HEIGHT -   229.95  (meters)      754.4   (feet) GPS OBS
 DK5243  ______________________________________________________________________
 DK5243  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5243  GEOID HEIGHT    -        -31.664 (meters)                     GEOID12A
 DK5243  GEOID HEIGHT    -        -31.661 (meters)                     GEOID18
 DK5243  NAD 83(2011) X  -   -102,234.583 (meters)                     COMP
 DK5243  NAD 83(2011) Y  - -4,588,447.649 (meters)                     COMP
 DK5243  NAD 83(2011) Z  -  4,414,467.728 (meters)                     COMP
 DK5243  LAPLACE CORR    -         -8.20  (seconds)                    DEFLEC18
 DK5243
 DK5243  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5243  Standards:
 DK5243         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5243            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5243  -------------------------------------------------------------------
 DK5243  NETWORK    0.44   0.39           0.20   0.15   0.20      0.23369930
 DK5243  -------------------------------------------------------------------
 DK5243  Click here for local accuracies and other accuracy information.
 DK5243
 DK5243.The horizontal coordinates were established by GPS observations
 DK5243.and adjusted by the National Geodetic Survey in June 2012.
 DK5243
 DK5243.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5243.been affixed to the stable North American tectonic plate. See 
 DK5243.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5243
 DK5243.The horizontal coordinates are valid at the epoch date displayed above
 DK5243.which is a decimal equivalence of Year/Month/Day.
 DK5243
 DK5243.The orthometric height was determined by GPS observations and a
 DK5243.high-resolution geoid model using precise GPS observation and
 DK5243.processing techniques.
 DK5243
 DK5243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5243.GEOID18 height accuracy estimate available here.
 DK5243
 DK5243.Click photographs - Photos may exist for this station.
 DK5243
 DK5243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5243
 DK5243.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5243
 DK5243.The ellipsoidal height was determined by GPS observations
 DK5243.and is referenced to NAD 83.
 DK5243
 DK5243. The following values were computed from the NAD 83(2011) position.
 DK5243
 DK5243;                    North         East     Units Scale Factor Converg.
 DK5243;SPC WI C     -    28,001.654   497,760.568   MT  1.00003693   -0 54 02.1
 DK5243;SPC WI C     -    91,868.76  1,633,069.46   sFT  1.00003693   -0 54 02.1
 DK5243;UTM  15      - 4,881,991.422   638,008.339   MT  0.99983425   +1 11 57.1
 DK5243
 DK5243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5243!SPC WI C     -   0.99996891  x   1.00003693  =   1.00000584
 DK5243!UTM  15      -   0.99996891  x   0.99983425  =   0.99980316
 DK5243
 DK5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3800881991(NAD 83)
 DK5243
 DK5243                          SUPERSEDED SURVEY CONTROL
 DK5243
 DK5243  NAD 83(2007)-  44 04 41.15609(N)    091 16 34.99887(W) AD(2002.00) 1
 DK5243  ELLIP H (07/29/08)  198.324  (m)                       GP(2002.00) 3 1
 DK5243  NAVD 88 (07/29/08)  229.93   (m)  GEOID03  model used  GPS OBS        
 DK5243
 DK5243.Superseded values are not recommended for survey control.
 DK5243
 DK5243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5243.See file dsdata.pdf to determine how the superseded data were derived.
 DK5243
 DK5243_MARKER: DD = SURVEY DISK
 DK5243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5243_STAMPING: 58 GALE S GPS 1995
 DK5243_MARK LOGO: WI-121
 DK5243_PROJECTION: FLUSH
 DK5243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5243+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 DK5243
 DK5243  HISTORY     - Date     Condition        Report By
 DK5243  HISTORY     - 1995     MONUMENTED       WI-121
 DK5243  HISTORY     - 20061009 GOOD             WIDT
 DK5243  HISTORY     - 20110921 GOOD             WIDT
 DK5243
 DK5243                          STATION DESCRIPTION
 DK5243
 DK5243'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5243'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DK5243'HIGHWAY AA TO THE SOUTH AND SILVER CREEK ROAD TO THE NORTH ABOUT 3 MI
 DK5243'(4.8 KM) EAST OF THE CITY OF GALESVILLE, GO EAST ON STATE HIGHWAY 54
 DK5243'FOR 0.75 MI (1.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DK5243'BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP
 DK5243'OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5243'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DK5243'9.7 M (31.8 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 54, 11 M
 DK5243'(36.1 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE
 DK5243'--W16263--, 7 M (23.0 FT) EAST OF THE DECORAH PRAIRIE CEMETARY
 DK5243'ENTRANCE, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF AN
 DK5243'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5243'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5243'HORIZON.
 DK5243
 DK5243                          STATION RECOVERY (2011)
 DK5243
 DK5243'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5181 ***********************************************************************
 DK5181  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5181  DESIGNATION -  59 GALE SE GPS
 DK5181  PID         -  DK5181
 DK5181  STATE/COUNTY-  WI/TREMPEALEAU
 DK5181  COUNTRY     -  US
 DK5181  USGS QUAD   -  STEVENSTOWN (2018)
 DK5181
 DK5181                         *CURRENT SURVEY CONTROL
 DK5181  ______________________________________________________________________
 DK5181* NAD 83(2011) POSITION- 44 05 39.41943(N) 091 10 32.46554(W)   ADJUSTED
 DK5181* NAD 83(2011) ELLIP HT-   203.268 (meters)        (06/27/12)   ADJUSTED
 DK5181* NAD 83(2011) EPOCH   -  2010.00
 DK5181* NAVD 88 ORTHO HEIGHT -   235.25  (meters)      771.8   (feet) GPS OBS
 DK5181  ______________________________________________________________________
 DK5181  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5181  GEOID HEIGHT    -        -31.979 (meters)                     GEOID12A
 DK5181  GEOID HEIGHT    -        -31.975 (meters)                     GEOID18
 DK5181  NAD 83(2011) X  -    -94,144.142 (meters)                     COMP
 DK5181  NAD 83(2011) Y  - -4,587,372.900 (meters)                     COMP
 DK5181  NAD 83(2011) Z  -  4,415,762.940 (meters)                     COMP
 DK5181  LAPLACE CORR    -         -7.73  (seconds)                    DEFLEC18
 DK5181
 DK5181  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5181  Standards:
 DK5181         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5181            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5181  -------------------------------------------------------------------
 DK5181  NETWORK    0.34   0.31           0.15   0.12   0.16      0.14095326
 DK5181  -------------------------------------------------------------------
 DK5181  Click here for local accuracies and other accuracy information.
 DK5181
 DK5181.The horizontal coordinates were established by GPS observations
 DK5181.and adjusted by the National Geodetic Survey in June 2012.
 DK5181
 DK5181.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5181.been affixed to the stable North American tectonic plate. See 
 DK5181.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5181
 DK5181.The horizontal coordinates are valid at the epoch date displayed above
 DK5181.which is a decimal equivalence of Year/Month/Day.
 DK5181
 DK5181.The orthometric height was determined by GPS observations and a
 DK5181.high-resolution geoid model using precise GPS observation and
 DK5181.processing techniques.
 DK5181
 DK5181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5181.GEOID18 height accuracy estimate available here.
 DK5181
 DK5181.Click photographs - Photos may exist for this station.
 DK5181
 DK5181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5181
 DK5181.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5181
 DK5181.The ellipsoidal height was determined by GPS observations
 DK5181.and is referenced to NAD 83.
 DK5181
 DK5181. The following values were computed from the NAD 83(2011) position.
 DK5181
 DK5181;                    North         East     Units Scale Factor Converg.
 DK5181;SPC WI C     -    29,678.039   505,852.422   MT  1.00003308   -0 49 46.3
 DK5181;SPC WI C     -    97,368.70  1,659,617.49   sFT  1.00003308   -0 49 46.3
 DK5181;UTM  15      - 4,883,962.757   646,031.847   MT  0.99986228   +1 16 10.8
 DK5181
 DK5181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5181!SPC WI C     -   0.99996813  x   1.00003308  =   1.00000121
 DK5181!UTM  15      -   0.99996813  x   0.99986228  =   0.99983041
 DK5181
 DK5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4603183962(NAD 83)
 DK5181
 DK5181                          SUPERSEDED SURVEY CONTROL
 DK5181
 DK5181  NAD 83(2007)-  44 05 39.41955(N)    091 10 32.46640(W) AD(2002.00) 1
 DK5181  ELLIP H (07/29/08)  203.300  (m)                       GP(2002.00) 3 1
 DK5181  NAVD 88 (07/29/08)  235.22   (m)  GEOID03  model used  GPS OBS        
 DK5181
 DK5181.Superseded values are not recommended for survey control.
 DK5181
 DK5181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5181.See file dsdata.pdf to determine how the superseded data were derived.
 DK5181
 DK5181_MARKER: DD = SURVEY DISK
 DK5181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5181_STAMPING: 59 GALE SE GPS 1995
 DK5181_MARK LOGO: WI-121
 DK5181_PROJECTION: FLUSH
 DK5181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5181+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 DK5181
 DK5181  HISTORY     - Date     Condition        Report By
 DK5181  HISTORY     - 1995     MONUMENTED       WI-121
 DK5181  HISTORY     - 20061011 GOOD             WIDT
 DK5181  HISTORY     - 20110921 GOOD             WIDT
 DK5181
 DK5181                          STATION DESCRIPTION
 DK5181
 DK5181'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5181'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DK5181'HIGHWAY DD ABOUT 7 MI (11.3 KM) EAST OF THE CITY OF GALESVILLE, GO
 DK5181'EAST ON STATE HIGHWAY 54 FOR 2.1 MI (3.4 KM) TO WALLER ROAD ON THE
 DK5181'LEFT, CONTINUE EAST ON STATE HIGHWAY 54 FOR 0.05 MI (0.1 KM) TO THE
 DK5181'STATION ON THE RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY
 DK5181'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DK5181'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DK5181'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.0 M (45.9 FT) SOUTH OF
 DK5181'THE CENTERLINE OF STATE HIGHWAY 54, 21.2 M (69.6 FT) SOUTHWEST OF A
 DK5181'WOOD POST FOR A --50 MPH CURVED ROAD AHEAD-- SIGN, 13 M (42.7 FT) EAST
 DK5181'OF A FIELD ENTRANCE, 4.5 M (14.8 FT) NORTH OF A BARBED WIRE FENCE, AND
 DK5181'1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4
 DK5181'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5181'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5181
 DK5181                          STATION RECOVERY (2011)
 DK5181
 DK5181'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1875 ***********************************************************************
 DP1875  DESIGNATION -  5999
 DP1875  PID         -  DP1875
 DP1875  STATE/COUNTY-  WI/LANGLADE
 DP1875  COUNTRY     -  US
 DP1875  USGS QUAD   -  BAVARIA (2018)
 DP1875
 DP1875                         *CURRENT SURVEY CONTROL
 DP1875  ______________________________________________________________________
 DP1875* NAD 83(1986) POSITION- 45 17 28.6    (N) 089 15 23.5    (W)   HD_HELD2
 DP1875* NAVD 88 ORTHO HEIGHT -   477.611 (meters)     1566.96  (feet) ADJUSTED
 DP1875  ______________________________________________________________________
 DP1875  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 DP1875  DYNAMIC HEIGHT  -        477.555 (meters)     1566.78  (feet) COMP
 DP1875  MODELED GRAVITY -    980,484.6   (mgal)                       NAVD 88
 DP1875
 DP1875  VERT ORDER      -  SECOND    CLASS I
 DP1875
 DP1875.The horizontal coordinates were established by autonomous hand held GPS
 DP1875.observations and have an estimated accuracy of +/- 10 meters.
 DP1875
 DP1875.The orthometric height was determined by differential leveling and
 DP1875.adjusted by the NATIONAL GEODETIC SURVEY
 DP1875.in February 2017.
 DP1875
 DP1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1875.GEOID18 height accuracy estimate available here.
 DP1875
 DP1875.Click photographs - Photos may exist for this station.
 DP1875
 DP1875.The dynamic height is computed by dividing the NAVD 88
 DP1875.geopotential number by the normal gravity value computed on the
 DP1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1875.degrees latitude (g = 980.6199 gals.).
 DP1875
 DP1875.The modeled gravity was interpolated from observed gravity values.
 DP1875
 DP1875;                    North         East    Units  Estimated Accuracy
 DP1875;SPC WI C     -   162,276.      658,320.      MT  (+/- 10 meters HH2 GPS)
 DP1875
 DP1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2305417785(NAD 83)
 DP1875
 DP1875                          SUPERSEDED SURVEY CONTROL
 DP1875
 DP1875  NAVD 88 (03/19/14)  477.631  (m)         1567.03   (f) SUPERSEDED  2 1
 DP1875
 DP1875.Superseded values are not recommended for survey control.
 DP1875
 DP1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1875.See file dsdata.pdf to determine how the superseded data were derived.
 DP1875
 DP1875_MARKER: I = METAL ROD
 DP1875_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1875_SP_SET: REBAR
 DP1875_MAGNETIC: I = MARKER IS A STEEL ROD
 DP1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1875+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2013
 DP1875
 DP1875  HISTORY     - Date     Condition        Report By
 DP1875  HISTORY     - 20130719 MONUMENTED       WIDT
 DP1875  HISTORY     - 20130722 SEE DESCRIPTION  WIDT
 DP1875
 DP1875                          STATION DESCRIPTION
 DP1875
 DP1875'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1875'THE STATION IS APPROXIMATELY 11.7 MI (18.8 KM) EAST-SOUTHEAST OF
 DP1875'GLEASON, 6.4 MI (10.3 KM) NORTHWEST OF DEERBROOK AND 4.4 MI (7.1 KM)
 DP1875'WEST OF KEMPSTER.
 DP1875'
 DP1875'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DP1875'HIGHWAY H SOUTH ABOUT 13 MI (20.9 KM) NORTHWEST OF THE CITY OF ANTIGO,
 DP1875'GO EAST ON COUNTY HIGHWAY J FOR 3.3 MI (5.3 KM) TO ORMSBY ROAD ON THE
 DP1875'RIGHT AND THE STATION ON THE RIGHT.
 DP1875'
 DP1875'THE STATION IS A 3/4 INCH (19 MM) DIAMETER X 30 INCH (76 CM) LONG
 DP1875'STEEL REBAR DRIVEN INTO THE GROUND AND LOCATED ABOUT 0.3 M (1.0 FT)
 DP1875'LOWER THAN ORMSBY ROAD GRADE.  THE STATION IS 25.1 M (82.3 FT) SOUTH
 DP1875'OF THE CENTERLINE OF COUNTY HIGHWAY J, 4.6 M (15.1 FT) WEST OF THE
 DP1875'CENTERLINE OF ORMSBY ROAD AND 0.5 M (1.6 FT) EAST OF A STEEL POST.
 DP1875'
 DP1875'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING TO 30 DEGREES ABOVE
 DP1875'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4237 ***********************************************************************
 DL4237  DESIGNATION -  5A46
 DL4237  PID         -  DL4237
 DL4237  STATE/COUNTY-  WI/PIERCE
 DL4237  COUNTRY     -  US
 DL4237  USGS QUAD   -  DIAMOND BLUFF WEST (2018)
 DL4237
 DL4237                         *CURRENT SURVEY CONTROL
 DL4237  ______________________________________________________________________
 DL4237* NAD 83(1986) POSITION- 44 43 42.36   (N) 092 44 07.73   (W)   HD_HELD1
 DL4237* NAVD 88 ORTHO HEIGHT -   223.590 (meters)      733.56  (feet) ADJUSTED
 DL4237  ______________________________________________________________________
 DL4237  GEOID HEIGHT    -        -29.646 (meters)                     GEOID18
 DL4237  DYNAMIC HEIGHT  -        223.559 (meters)      733.46  (feet) COMP
 DL4237  MODELED GRAVITY -    980,477.0   (mgal)                       NAVD 88
 DL4237
 DL4237  VERT ORDER      -  SECOND    CLASS I
 DL4237
 DL4237.The horizontal coordinates were determined by differentially corrected
 DL4237.hand held GPS observations or other comparable positioning techniques
 DL4237.and have an estimated accuracy of +/- 3 meters.
 DL4237
 DL4237.The orthometric height was determined by differential leveling and
 DL4237.adjusted by the WI DEPT OF TRANSP
 DL4237.in May 2012.
 DL4237
 DL4237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4237.GEOID18 height accuracy estimate available here.
 DL4237
 DL4237.Click photographs - Photos may exist for this station.
 DL4237
 DL4237.The dynamic height is computed by dividing the NAVD 88
 DL4237.geopotential number by the normal gravity value computed on the
 DL4237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4237.degrees latitude (g = 980.6199 gals.).
 DL4237
 DL4237.The modeled gravity was interpolated from observed gravity values.
 DL4237
 DL4237;                    North         East    Units  Estimated Accuracy
 DL4237;SPC WI C     -   103,111.3     383,352.7     MT  (+/- 3 meters HH1 GPS) 
 DL4237
 DL4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2094652817(NAD 83)
 DL4237
 DL4237                          SUPERSEDED SURVEY CONTROL
 DL4237
 DL4237.No superseded survey control is available for this station.
 DL4237
 DL4237_MARKER: DD = SURVEY DISK
 DL4237_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4237_SP_SET: BOX CULVERT WING WALL
 DL4237_STAMPING: 5A46 2005
 DL4237_MARK LOGO: WIDT
 DL4237_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4237+STABILITY: SURFACE MOTION
 DL4237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4237+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DL4237
 DL4237  HISTORY     - Date     Condition        Report By
 DL4237  HISTORY     - 2005     MONUMENTED       WIDT
 DL4237  HISTORY     - 20070703 GOOD             WIDT
 DL4237
 DL4237                          STATION DESCRIPTION
 DL4237
 DL4237'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4237'THE STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) WEST OF ELLSWORTH, 10.7
 DL4237'MI (17.2 KM) SOUTH-SOUTHWEST OF RIVER FALLS AND 7.5 MI (12.1 KM)
 DL4237'NORTHWEST OF DIAMOND BLUFF.
 DL4237'
 DL4237'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DL4237'HIGHWAY 35 (BROAD STREET) AND CHERRY STREET TO THE NORTHEAST IN THE
 DL4237'CITY OF PRESCOTT, GO SOUTHEAST ON STATE HIGHWAY 35 (BROAD STREET) FOR
 DL4237'0.7 MI (BROAD STREET BECOMES JEFFERSON STREET).  CONTINUE EAST ON
 DL4237'STATE HIGHWAY 35 FOR 3.4 MI (5.5 KM) TO 1200TH STREET ON THE LEFT.
 DL4237'CONTINUE EAST ON STATE HIGHWAY 35 FOR 0.1 MI (0.2 KM) TO A BOX CULVERT
 DL4237'OVER DRY RUN COULEE AND THE STATION ON THE LEFT.
 DL4237'
 DL4237'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4237'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DL4237'WALL OF THE NORTH END OF BOX CULVERT NUMBER B-47-131-92, ABOUT LEVEL
 DL4237'WITH THE HIGHWAY PAVEMENT, 12.2 M (40.0 FT) NORTH OF THE CENTERLINE OF
 DL4237'STATE HIGHWAY 35 AND 0.1 M (0.3 FT) WEST OF A WHITE PLASTIC WITNESS
 DL4237'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4236 ***********************************************************************
 DL4236  DESIGNATION -  5A47
 DL4236  PID         -  DL4236
 DL4236  STATE/COUNTY-  WI/PIERCE
 DL4236  COUNTRY     -  US
 DL4236  USGS QUAD   -  DIAMOND BLUFF WEST (2018)
 DL4236
 DL4236                         *CURRENT SURVEY CONTROL
 DL4236  ______________________________________________________________________
 DL4236* NAD 83(1986) POSITION- 44 43 04.01   (N) 092 40 22.43   (W)   HD_HELD1
 DL4236* NAVD 88 ORTHO HEIGHT -   235.120 (meters)      771.39  (feet) ADJUSTED
 DL4236  ______________________________________________________________________
 DL4236  GEOID HEIGHT    -        -29.858 (meters)                     GEOID18
 DL4236  DYNAMIC HEIGHT  -        235.090 (meters)      771.29  (feet) COMP
 DL4236  MODELED GRAVITY -    980,483.3   (mgal)                       NAVD 88
 DL4236
 DL4236  VERT ORDER      -  SECOND    CLASS I
 DL4236
 DL4236.The horizontal coordinates were determined by differentially corrected
 DL4236.hand held GPS observations or other comparable positioning techniques
 DL4236.and have an estimated accuracy of +/- 3 meters.
 DL4236
 DL4236.The orthometric height was determined by differential leveling and
 DL4236.adjusted by the WI DEPT OF TRANSP
 DL4236.in May 2012.
 DL4236
 DL4236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4236.GEOID18 height accuracy estimate available here.
 DL4236
 DL4236.Click photographs - Photos may exist for this station.
 DL4236
 DL4236.The dynamic height is computed by dividing the NAVD 88
 DL4236.geopotential number by the normal gravity value computed on the
 DL4236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4236.degrees latitude (g = 980.6199 gals.).
 DL4236
 DL4236.The modeled gravity was interpolated from observed gravity values.
 DL4236
 DL4236;                    North         East    Units  Estimated Accuracy
 DL4236;SPC WI C     -   101,763.1     388,268.5     MT  (+/- 3 meters HH1 GPS) 
 DL4236
 DL4236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2590651652(NAD 83)
 DL4236
 DL4236                          SUPERSEDED SURVEY CONTROL
 DL4236
 DL4236.No superseded survey control is available for this station.
 DL4236
 DL4236_MARKER: DD = SURVEY DISK
 DL4236_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4236_SP_SET: BRIDGE ABUTMENT
 DL4236_STAMPING: 5A47 2005
 DL4236_MARK LOGO: WIDT
 DL4236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4236+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2007
 DL4236
 DL4236  HISTORY     - Date     Condition        Report By
 DL4236  HISTORY     - 2005     MONUMENTED       WIDT
 DL4236  HISTORY     - 20070706 GOOD             WIDT
 DL4236
 DL4236                          STATION DESCRIPTION
 DL4236
 DL4236'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4236'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH-SOUTHWEST OF
 DL4236'RIVER FALLS, 9.2 MI (14.8 KM) WEST OF ELLSWORTH AND 5.1 MI (8.2 KM)
 DL4236'NORTH-NORTHWEST OF DIAMOND BLUFF.
 DL4236'
 DL4236'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4236'HIGHWAY E ABOUT 8 MI (12.9 KM) EAST-SOUTHEAST OF THE CITY OF PRESCOTT,
 DL4236'GO EAST, THEN NORTHEAST ON STATE HIGHWAY 35 FOR 1.8 MI (2.9 KM) TO A
 DL4236'BRIDGE OVER BIG RIVER AND THE STATION ON THE RIGHT.
 DL4236'
 DL4236'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4236'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DL4236'NORTH ABUTMENT OF BRIDGE NUMBER B-47-42-70, ABOUT LEVEL WITH THE
 DL4236'HIGHWAY PAVEMENT, 5.3 M (17.4 FT) EAST OF THE CENTERLINE OF STATE
 DL4236'HIGHWAY 35 AND 0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4234 ***********************************************************************
 DL4234  DESIGNATION -  5A48
 DL4234  PID         -  DL4234
 DL4234  STATE/COUNTY-  WI/PIERCE
 DL4234  COUNTRY     -  US
 DL4234  USGS QUAD   -  DIAMOND BLUFF WEST (2018)
 DL4234
 DL4234                         *CURRENT SURVEY CONTROL
 DL4234  ______________________________________________________________________
 DL4234* NAD 83(1986) POSITION- 44 41 07.62   (N) 092 38 39.63   (W)   HD_HELD1
 DL4234* NAVD 88 ORTHO HEIGHT -   316.654 (meters)     1038.89  (feet) ADJUSTED
 DL4234  ______________________________________________________________________
 DL4234  GEOID HEIGHT    -        -29.974 (meters)                     GEOID18
 DL4234  DYNAMIC HEIGHT  -        316.612 (meters)     1038.75  (feet) COMP
 DL4234  MODELED GRAVITY -    980,474.8   (mgal)                       NAVD 88
 DL4234
 DL4234  VERT ORDER      -  SECOND    CLASS I
 DL4234
 DL4234.The horizontal coordinates were determined by differentially corrected
 DL4234.hand held GPS observations or other comparable positioning techniques
 DL4234.and have an estimated accuracy of +/- 3 meters.
 DL4234
 DL4234.The orthometric height was determined by differential leveling and
 DL4234.adjusted by the WI DEPT OF TRANSP
 DL4234.in May 2012.
 DL4234
 DL4234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4234.GEOID18 height accuracy estimate available here.
 DL4234
 DL4234.Click photographs - Photos may exist for this station.
 DL4234
 DL4234.The dynamic height is computed by dividing the NAVD 88
 DL4234.geopotential number by the normal gravity value computed on the
 DL4234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4234.degrees latitude (g = 980.6199 gals.).
 DL4234
 DL4234.The modeled gravity was interpolated from observed gravity values.
 DL4234
 DL4234;                    North         East    Units  Estimated Accuracy
 DL4234;SPC WI C     -    98,098.4     390,412.7     MT  (+/- 3 meters HH1 GPS) 
 DL4234
 DL4234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2818448070(NAD 83)
 DL4234
 DL4234                          SUPERSEDED SURVEY CONTROL
 DL4234
 DL4234.No superseded survey control is available for this station.
 DL4234
 DL4234_MARKER: DD = SURVEY DISK
 DL4234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4234_STAMPING: 5A48 2005
 DL4234_MARK LOGO: WIDT
 DL4234_PROJECTION: FLUSH
 DL4234_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4234+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2007
 DL4234
 DL4234  HISTORY     - Date     Condition        Report By
 DL4234  HISTORY     - 2004     MONUMENTED       WIDT
 DL4234  HISTORY     - 20070712 GOOD             WIDT
 DL4234
 DL4234                          STATION DESCRIPTION
 DL4234
 DL4234'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4234'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) NORTHWEST OF BAY CITY,
 DL4234'8.4 MI (13.5 KM) WEST-SOUTHWEST OF ELLSWORTH AND 2.5 MI (4.0 KM)
 DL4234'NORTH-NORTHWEST OF DIAMOND BLUFF.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4234'
 DL4234'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4234'HIGHWAY E ABOUT 8 MI (12.9 KM) EAST-SOUTHEAST OF THE CITY OF PRESCOTT,
 DL4234'GO SOUTHERLY ON STATE HIGHWAY 35 FOR 1.15 MI (1.9 KM) TO 410TH AVENUE
 DL4234'(TOWN LINE ROAD) ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 35 FOR
 DL4234'0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DL4234'
 DL4234'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4234'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4234'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4234'12.6 M (41.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 35, 57 M
 DL4234'(187.0 FT) SOUTH OF TELEPHONE PEDESTAL NUMBER MRB 6, 26 M (85.3 FT)
 DL4234'NORTH OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 15.8 M (51.8 FT)
 DL4234'SOUTH-SOUTHWEST OF A WOOD POST FOR A RIGHT ARROW SIGN, 2 M (6.6 FT)
 DL4234'EAST OF AN AGRICULTURAL FIELD AND 1.0 M (3.3 FT) WEST, SOUTHEAST AND
 DL4234'NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4234'
 DL4234'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4234'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4233 ***********************************************************************
 DL4233  DESIGNATION -  5A49
 DL4233  PID         -  DL4233
 DL4233  STATE/COUNTY-  WI/PIERCE
 DL4233  COUNTRY     -  US
 DL4233  USGS QUAD   -  DIAMOND BLUFF WEST (2018)
 DL4233
 DL4233                         *CURRENT SURVEY CONTROL
 DL4233  ______________________________________________________________________
 DL4233* NAD 83(1986) POSITION- 44 39 40.59   (N) 092 38 11.01   (W)   HD_HELD1
 DL4233* NAVD 88 ORTHO HEIGHT -   213.347 (meters)      699.96  (feet) ADJUSTED
 DL4233  ______________________________________________________________________
 DL4233  GEOID HEIGHT    -        -30.027 (meters)                     GEOID18
 DL4233  DYNAMIC HEIGHT  -        213.317 (meters)      699.86  (feet) COMP
 DL4233  MODELED GRAVITY -    980,473.1   (mgal)                       NAVD 88
 DL4233
 DL4233  VERT ORDER      -  SECOND    CLASS I
 DL4233
 DL4233.The horizontal coordinates were determined by differentially corrected
 DL4233.hand held GPS observations or other comparable positioning techniques
 DL4233.and have an estimated accuracy of +/- 3 meters.
 DL4233
 DL4233.The orthometric height was determined by differential leveling and
 DL4233.adjusted by the WI DEPT OF TRANSP
 DL4233.in May 2012.
 DL4233
 DL4233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4233.GEOID18 height accuracy estimate available here.
 DL4233
 DL4233.Click photographs - Photos may exist for this station.
 DL4233
 DL4233.The dynamic height is computed by dividing the NAVD 88
 DL4233.geopotential number by the normal gravity value computed on the
 DL4233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4233.degrees latitude (g = 980.6199 gals.).
 DL4233
 DL4233.The modeled gravity was interpolated from observed gravity values.
 DL4233
 DL4233;                    North         East    Units  Estimated Accuracy
 DL4233;SPC WI C     -    95,393.0     390,955.4     MT  (+/- 3 meters HH1 GPS) 
 DL4233
 DL4233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2882645387(NAD 83)
 DL4233
 DL4233                          SUPERSEDED SURVEY CONTROL
 DL4233
 DL4233.No superseded survey control is available for this station.
 DL4233
 DL4233_MARKER: DD = SURVEY DISK
 DL4233_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4233_SP_SET: BRIDGE WING WALL
 DL4233_STAMPING: 5A49 2005
 DL4233_MARK LOGO: WIDT
 DL4233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4233+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2007
 DL4233
 DL4233  HISTORY     - Date     Condition        Report By
 DL4233  HISTORY     - 2005     MONUMENTED       WIDT
 DL4233  HISTORY     - 20070712 GOOD             WIDT
 DL4233
 DL4233                          STATION DESCRIPTION
 DL4233
 DL4233'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4233'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST-NORTHWEST OF BAY
 DL4233'CITY, 8.8 MI (14.2 KM) SOUTHWEST OF ELLSWORTH AND 0.8 MI (1.3 KM)
 DL4233'NORTH-NORTHWEST OF DIAMOND BLUFF.
 DL4233'
 DL4233'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4233'HIGHWAY OO IN THE COMMUNITY OF DIAMOND BLUFF ABOUT 8 MI (12.9 KM)
 DL4233'SOUTHWEST OF THE VILLAGE OF ELLSWORTH, GO NORTHWEST THEN NORTH ON
 DL4233'STATE HIGHWAY 35 FOR 1.7 MI (2.7 KM) TO A BRIDGE OVER THE WIND RIVER
 DL4233'AND THE STATION ON THE RIGHT.
 DL4233'
 DL4233'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4233'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DL4233'WALL OF THE NORTH ABUTMENT OF BRIDGE NUMBER B47-41-71, ABOUT 3 M (9.8
 DL4233'FT) BELOW THE HIGHWAY PAVEMENT, 12.2 M (40.0 FT) EAST OF THE
 DL4233'CENTERLINE OF STATE HIGHWAY 35, 75 M (246.1 FT) SOUTH OF 1005TH STREET
 DL4233'AND 0.2 M (0.7 FT) OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4132 ***********************************************************************
 DL4132  DESIGNATION -  5A50
 DL4132  PID         -  DL4132
 DL4132  STATE/COUNTY-  WI/PIERCE
 DL4132  COUNTRY     -  US
 DL4132  USGS QUAD   -  RIVER FALLS WEST (2018)
 DL4132
 DL4132                         *CURRENT SURVEY CONTROL
 DL4132  ______________________________________________________________________
 DL4132* NAD 83(1986) POSITION- 44 51 45.21   (N) 092 39 13.46   (W)   HD_HELD1
 DL4132* NAVD 88 ORTHO HEIGHT -   268.025 (meters)      879.35  (feet) ADJUSTED
 DL4132  ______________________________________________________________________
 DL4132  GEOID HEIGHT    -        -29.722 (meters)                     GEOID18
 DL4132  DYNAMIC HEIGHT  -        267.989 (meters)      879.23  (feet) COMP
 DL4132  MODELED GRAVITY -    980,477.1   (mgal)                       NAVD 88
 DL4132
 DL4132  VERT ORDER      -  SECOND    CLASS I
 DL4132
 DL4132.The horizontal coordinates were determined by differentially corrected
 DL4132.hand held GPS observations or other comparable positioning techniques
 DL4132.and have an estimated accuracy of +/- 3 meters.
 DL4132
 DL4132.The orthometric height was determined by differential leveling and
 DL4132.adjusted by the WI DEPT OF TRANSP
 DL4132.in May 2012.
 DL4132
 DL4132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4132.GEOID18 height accuracy estimate available here.
 DL4132
 DL4132.Click photographs - Photos may exist for this station.
 DL4132
 DL4132.The dynamic height is computed by dividing the NAVD 88
 DL4132.geopotential number by the normal gravity value computed on the
 DL4132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4132.degrees latitude (g = 980.6199 gals.).
 DL4132
 DL4132.The modeled gravity was interpolated from observed gravity values.
 DL4132
 DL4132;                    North         East    Units  Estimated Accuracy
 DL4132;SPC WI C     -   117,792.7     390,311.2     MT  (+/- 3 meters HH1 GPS) 
 DL4132
 DL4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2735567740(NAD 83)
 DL4132
 DL4132                          SUPERSEDED SURVEY CONTROL
 DL4132
 DL4132.No superseded survey control is available for this station.
 DL4132
 DL4132_MARKER: DD = SURVEY DISK
 DL4132_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4132_SP_SET: BRIDGE ABUTMENT
 DL4132_STAMPING: 5A50 2005
 DL4132_MARK LOGO: WIDT
 DL4132_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4132+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2012
 DL4132
 DL4132  HISTORY     - Date     Condition        Report By
 DL4132  HISTORY     - 2005     MONUMENTED       WIDT
 DL4132  HISTORY     - 20070717 GOOD             WIDT
 DL4132  HISTORY     - 20120814 GOOD             WIDT
 DL4132
 DL4132                          STATION DESCRIPTION
 DL4132
 DL4132'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4132'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHEAST OF
 DL4132'HUDSON, 9.3 MI (15.0 KM) SOUTH-SOUTHEAST OF NORTHLINE AND 1.5 MI (2.4
 DL4132'KM) WEST OF RIVER FALLS.
 DL4132'
 DL4132'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M (DIVISION
 DL4132'STREET) WITH MAIN STREET (FORMERLY STATE HIGHWAY 35 AND 65) IN THE
 DL4132'CITY OF RIVER FALLS, GO WEST ON COUNTY HIGHWAY M (DIVISION STREET) FOR
 DL4132'1.5 MI (2.4 KM) TO A BRIDGE OVER A SMALL CREEK AND THE STATION ON THE
 DL4132'LEFT.
 DL4132'
 DL4132'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4132'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DL4132'OF THE EAST ABUTMENT OF BRIDGE NUMBER B-55-0148-86, ABOUT LEVEL WITH
 DL4132'THE HIGHWAY PAVEMENT, 6.9 M (22.6 FT) SOUTH OF THE CENTERLINE OF
 DL4132'COUNTY HIGHWAY M, 75 M (246.1 FT) EAST OF 880TH AVENUE, AND 0.4 M (1.3
 DL4132'FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DL4132
 DL4132                          STATION RECOVERY (2012)
 DL4132
 DL4132'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4132'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4131 ***********************************************************************
 DL4131  DESIGNATION -  5A51
 DL4131  PID         -  DL4131
 DL4131  STATE/COUNTY-  WI/ST CROIX
 DL4131  COUNTRY     -  US
 DL4131  USGS QUAD   -  RIVER FALLS WEST (2018)
 DL4131
 DL4131                         *CURRENT SURVEY CONTROL
 DL4131  ______________________________________________________________________
 DL4131* NAD 83(1986) POSITION- 44 51 45.65   (N) 092 37 29.82   (W)   HD_HELD1
 DL4131* NAVD 88 ORTHO HEIGHT -   271.749 (meters)      891.56  (feet) ADJUSTED
 DL4131  ______________________________________________________________________
 DL4131  GEOID HEIGHT    -        -29.849 (meters)                     GEOID18
 DL4131  DYNAMIC HEIGHT  -        271.711 (meters)      891.44  (feet) COMP
 DL4131  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 DL4131
 DL4131  VERT ORDER      -  SECOND    CLASS I
 DL4131
 DL4131.The horizontal coordinates were determined by differentially corrected
 DL4131.hand held GPS observations or other comparable positioning techniques
 DL4131.and have an estimated accuracy of +/- 3 meters.
 DL4131
 DL4131.The orthometric height was determined by differential leveling and
 DL4131.adjusted by the WI DEPT OF TRANSP
 DL4131.in May 2012.
 DL4131
 DL4131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4131.GEOID18 height accuracy estimate available here.
 DL4131
 DL4131.Click photographs - Photos may exist for this station.
 DL4131
 DL4131.The dynamic height is computed by dividing the NAVD 88
 DL4131.geopotential number by the normal gravity value computed on the
 DL4131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4131.degrees latitude (g = 980.6199 gals.).
 DL4131
 DL4131.The modeled gravity was interpolated from observed gravity values.
 DL4131
 DL4131;                    North         East    Units  Estimated Accuracy
 DL4131;SPC WI C     -   117,732.3     392,585.7     MT  (+/- 3 meters HH1 GPS) 
 DL4131
 DL4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2963067764(NAD 83)
 DL4131
 DL4131                          SUPERSEDED SURVEY CONTROL
 DL4131
 DL4131.No superseded survey control is available for this station.
 DL4131
 DL4131_MARKER: DD = SURVEY DISK
 DL4131_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4131_SP_SET: BRIDGE PARAPET
 DL4131_STAMPING: 5A51 2005
 DL4131_MARK LOGO: WIDT
 DL4131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4131+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DL4131
 DL4131  HISTORY     - Date     Condition        Report By
 DL4131  HISTORY     - 2005     MONUMENTED       WIDT
 DL4131  HISTORY     - 20070716 GOOD             WIDT
 DL4131  HISTORY     - 20120806 GOOD             WIDT
 DL4131
 DL4131                          STATION DESCRIPTION
 DL4131
 DL4131'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4131'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTH-SOUTHEAST OF
 DL4131'NORTHLINE, 9.0 MI (14.5 KM) SOUTH-SOUTHWEST OF ROBERTS AND IN THE TOWN
 DL4131'OF RIVER FALLS, WI.
 DL4131'
 DL4131'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND STATE
 DL4131'HIGHWAY 65 WITH MAIN STREET SOUTH ON THE NORTH SIDE OF THE CITY OF
 DL4131'RIVER FALLS, GO SOUTH ON MAIN STREET FOR 1.1 MI (1.8 KM) TO DIVISION
 DL4131'STREET.  TURN RIGHT AND GO WEST ON DIVISION STREET FOR 100 M (328.1
 DL4131'FT) TO A BRIDGE OVER THE KINNICKINNIC RIVER AND THE STATION ON THE
 DL4131'RIGHT.
 DL4131'
 DL4131'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4131'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4131'THE WEST END OF THE NORTH PARAPET OF BRIDGE NUMBER B-47-64-94,
 DL4131'APPROXIMATELY 0.9 M (3.0 FT) ABOVE STREET LEVEL, 6.0 M (19.7 FT) NORTH
 DL4131'OF COUNTY HIGHWAY M (DIVISION STREET), 50 M (164.0 FT) WEST OF MAIN
 DL4131'STREET, AND 0.4 M (1.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DL4131
 DL4131                          STATION RECOVERY (2012)
 DL4131
 DL4131'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4131'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4129 ***********************************************************************
 DL4129  DESIGNATION -  5A53
 DL4129  PID         -  DL4129
 DL4129  STATE/COUNTY-  WI/PIERCE
 DL4129  COUNTRY     -  US
 DL4129  USGS QUAD   -  RIVER FALLS EAST (2018)
 DL4129
 DL4129                         *CURRENT SURVEY CONTROL
 DL4129  ______________________________________________________________________
 DL4129* NAD 83(2011) POSITION- 44 51 02.93099(N) 092 33 58.31457(W)   ADJUSTED
 DL4129* NAD 83(2011) ELLIP HT-   260.548 (meters)        (08/07/17)   ADJUSTED
 DL4129* NAD 83(2011) EPOCH   -  2010.00
 DL4129* NAVD 88 ORTHO HEIGHT -   290.624 (meters)      953.49  (feet) ADJUSTED
 DL4129  ______________________________________________________________________
 DL4129  GEOID HEIGHT    -        -30.069 (meters)                     GEOID18
 DL4129  NAD 83(2011) X  -   -202,801.463 (meters)                     COMP
 DL4129  NAD 83(2011) Y  - -4,524,941.133 (meters)                     COMP
 DL4129  NAD 83(2011) Z  -  4,475,793.742 (meters)                     COMP
 DL4129  LAPLACE CORR    -         -7.78  (seconds)                    DEFLEC18
 DL4129  DYNAMIC HEIGHT  -        290.580 (meters)      953.34  (feet) COMP
 DL4129  MODELED GRAVITY -    980,461.9   (mgal)                       NAVD 88
 DL4129
 DL4129  VERT ORDER      -  SECOND    CLASS I
 DL4129
 DL4129  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4129  Standards:
 DL4129         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4129            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4129  -------------------------------------------------------------------
 DL4129  NETWORK    0.64   0.69           0.29   0.22   0.35      0.09017123
 DL4129  -------------------------------------------------------------------
 DL4129  Click here for local accuracies and other accuracy information.
 DL4129
 DL4129.The horizontal coordinates were established by GPS observations
 DL4129.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DL4129
 DL4129.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4129.been affixed to the stable North American tectonic plate. See 
 DL4129.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4129
 DL4129.The horizontal coordinates are valid at the epoch date displayed above
 DL4129.which is a decimal equivalence of Year/Month/Day.
 DL4129
 DL4129.The orthometric height was determined by differential leveling and
 DL4129.adjusted by the WI DEPT OF TRANSP
 DL4129.in May 2012.
 DL4129
 DL4129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4129.GEOID18 height accuracy estimate available here.
 DL4129
 DL4129.Click photographs - Photos may exist for this station.
 DL4129
 DL4129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4129
 DL4129.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4129
 DL4129.The ellipsoidal height was determined by GPS observations
 DL4129.and is referenced to NAD 83.
 DL4129
 DL4129.The dynamic height is computed by dividing the NAVD 88
 DL4129.geopotential number by the normal gravity value computed on the
 DL4129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4129.degrees latitude (g = 980.6199 gals.).
 DL4129
 DL4129.The modeled gravity was interpolated from observed gravity values.
 DL4129
 DL4129. The following values were computed from the NAD 83(2011) position.
 DL4129
 DL4129;                    North         East     Units Scale Factor Converg.
 DL4129;SPC WI C     -   116,265.947   397,184.761   MT  0.99994080   -1 48 38.3
 DL4129;SPC WI C     -   381,449.19  1,303,097.00   sFT  0.99994080   -1 48 38.3
 DL4129;UTM  15      - 4,966,469.483   534,278.805   MT  0.99961445   +0 18 21.4
 DL4129
 DL4129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4129!SPC WI C     -   0.99995915  x   0.99994080  =   0.99989995
 DL4129!UTM  15      -   0.99995915  x   0.99961445  =   0.99957362
 DL4129
 DL4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3427866469(NAD 83)
 DL4129
 DL4129                          SUPERSEDED SURVEY CONTROL
 DL4129
 DL4129.No superseded survey control is available for this station.
 DL4129
 DL4129_MARKER: DD = SURVEY DISK
 DL4129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4129_STAMPING: 5A53 2005
 DL4129_MARK LOGO: WIDT
 DL4129_PROJECTION: FLUSH
 DL4129_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4129+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DL4129
 DL4129  HISTORY     - Date     Condition        Report By
 DL4129  HISTORY     - 2005     MONUMENTED       WIDT
 DL4129  HISTORY     - 20070628 GOOD             WIDT
 DL4129  HISTORY     - 20120828 GOOD             WIDT
 DL4129  HISTORY     - 20160808 GOOD             WIDT
 DL4129
 DL4129                          STATION DESCRIPTION
 DL4129
 DL4129'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4129'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF
 DL4129'ELLSWORTH, 8.4 MI (13.5 KM) WEST OF MARTELL AND 2.9 MI (4.7 KM)
 DL4129'EAST-SOUTHEAST OF RIVER FALLS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4129'
 DL4129'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29, STATE
 DL4129'HIGHWAY 35, AND STATE HIGHWAY 65 ON THE EAST SIDE OF THE CITY OF RIVER
 DL4129'FALLS, GO EAST ON STATE HIGHWAY 29 FOR 1.2 MI (1.9 KM) 900TH STREET ON
 DL4129'THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 29 FOR 0.85 MI (1.4 KM) TO
 DL4129'THE STATION ON THE RIGHT.
 DL4129'
 DL4129'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4129'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4129'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4129'13.9 M (45.6 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 29, 114 M
 DL4129'(374.0 FT) EAST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 1.4 M (4.6
 DL4129'FT) NORTH OF A WOVEN WIRE FENCE, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST,
 DL4129'AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4129'
 DL4129'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4129'DEGREES ABOVE THE HORIZON.
 DL4129
 DL4129                          STATION RECOVERY (2012)
 DL4129
 DL4129'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4129'RECOVERED AS DESCRIBED---NOTE---THE STATION IS NOW 1 M SOUTH,
 DL4129'NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4 WITNESS POST (NOT WHITE).
 DL4129
 DL4129                          STATION RECOVERY (2016)
 DL4129
 DL4129'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL4129'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4128 ***********************************************************************
 DL4128  DESIGNATION -  5A54
 DL4128  PID         -  DL4128
 DL4128  STATE/COUNTY-  WI/PIERCE
 DL4128  COUNTRY     -  US
 DL4128  USGS QUAD   -  RIVER FALLS EAST (2018)
 DL4128
 DL4128                         *CURRENT SURVEY CONTROL
 DL4128  ______________________________________________________________________
 DL4128* NAD 83(1986) POSITION- 44 51 35.5    (N) 092 31 39.9    (W)   HD_HELD2
 DL4128* NAVD 88 ORTHO HEIGHT -   314.093 (meters)     1030.49  (feet) ADJUSTED
 DL4128  ______________________________________________________________________
 DL4128  GEOID HEIGHT    -        -30.172 (meters)                     GEOID18
 DL4128  DYNAMIC HEIGHT  -        314.045 (meters)     1030.33  (feet) COMP
 DL4128  MODELED GRAVITY -    980,458.7   (mgal)                       NAVD 88
 DL4128
 DL4128  VERT ORDER      -  SECOND    CLASS I
 DL4128
 DL4128.The horizontal coordinates were established by autonomous hand held GPS
 DL4128.observations and have an estimated accuracy of +/- 10 meters.
 DL4128
 DL4128.The orthometric height was determined by differential leveling and
 DL4128.adjusted by the WI DEPT OF TRANSP
 DL4128.in May 2012.
 DL4128
 DL4128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4128.GEOID18 height accuracy estimate available here.
 DL4128
 DL4128.Click photographs - Photos may exist for this station.
 DL4128
 DL4128.The dynamic height is computed by dividing the NAVD 88
 DL4128.geopotential number by the normal gravity value computed on the
 DL4128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4128.degrees latitude (g = 980.6199 gals.).
 DL4128
 DL4128.The modeled gravity was interpolated from observed gravity values.
 DL4128
 DL4128;                    North         East    Units  Estimated Accuracy
 DL4128;SPC WI C     -   117,175.      400,254.      MT  (+/- 10 meters HH2 GPS)
 DL4128
 DL4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3731167491(NAD 83)
 DL4128
 DL4128                          SUPERSEDED SURVEY CONTROL
 DL4128
 DL4128.No superseded survey control is available for this station.
 DL4128
 DL4128_MARKER: DD = SURVEY DISK
 DL4128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4128_SP_SET: BOX CULVERT
 DL4128_STAMPING: 5A54 2005
 DL4128_MARK LOGO: WIDT
 DL4128_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4128+STABILITY: SURFACE MOTION
 DL4128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4128+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 DL4128
 DL4128  HISTORY     - Date     Condition        Report By
 DL4128  HISTORY     - 2005     MONUMENTED       WIDT
 DL4128  HISTORY     - 20070628 GOOD             WIDT
 DL4128  HISTORY     - 20120723 GOOD             WIDT
 DL4128
 DL4128                          STATION DESCRIPTION
 DL4128
 DL4128'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4128'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH OF ROBERTS, 6.7 MI
 DL4128'(10.8 KM) WEST-NORTHWEST OF MARTELL AND 4.7 MI (7.6 KM) EAST OF RIVER
 DL4128'FALLS.
 DL4128'
 DL4128'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29, STATE
 DL4128'HIGHWAY 35, AND STATE HIGHWAY 65 ON THE EAST SIDE OF THE CITY OF RIVER
 DL4128'FALLS, GO EAST ON STATE HIGHWAY 29 FOR 4.0 MI (6.4 KM) TO 790TH STREET
 DL4128'ON THE LEFT, TURN LEFT AND GO NORTH ON 790TH STREET FOR 0.1 MI (0.2
 DL4128'KM) TO A BOX CULVERT AND THE STATION ON THE LEFT.
 DL4128'
 DL4128'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4128'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH
 DL4128'CORNER OF THE WEST END OF THE BOX CULVERT, ABOUT LEVEL WITH ROAD
 DL4128'PAVEMENT, 6 M (19.7 FT) WEST OF THE CENTERLINE OF 790TH STREET AND 0.2
 DL4128'M (0.7 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DL4128
 DL4128                          STATION RECOVERY (2012)
 DL4128
 DL4128'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4128'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4126 ***********************************************************************
 DL4126  DESIGNATION -  5A55
 DL4126  PID         -  DL4126
 DL4126  STATE/COUNTY-  WI/PIERCE
 DL4126  COUNTRY     -  US
 DL4126  USGS QUAD   -  MARTELL (2018)
 DL4126
 DL4126                         *CURRENT SURVEY CONTROL
 DL4126  ______________________________________________________________________
 DL4126* NAD 83(1986) POSITION- 44 49 31.1    (N) 092 28 35.8    (W)   HD_HELD2
 DL4126* NAVD 88 ORTHO HEIGHT -   347.943 (meters)     1141.54  (feet) ADJUSTED
 DL4126  ______________________________________________________________________
 DL4126  GEOID HEIGHT    -        -30.296 (meters)                     GEOID18
 DL4126  DYNAMIC HEIGHT  -        347.892 (meters)     1141.38  (feet) COMP
 DL4126  MODELED GRAVITY -    980,460.4   (mgal)                       NAVD 88
 DL4126
 DL4126  VERT ORDER      -  SECOND    CLASS I
 DL4126
 DL4126.The horizontal coordinates were established by autonomous hand held GPS
 DL4126.observations and have an estimated accuracy of +/- 10 meters.
 DL4126
 DL4126.The orthometric height was determined by differential leveling and
 DL4126.adjusted by the WI DEPT OF TRANSP
 DL4126.in May 2012.
 DL4126
 DL4126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4126.GEOID18 height accuracy estimate available here.
 DL4126
 DL4126.Click photographs - Photos may exist for this station.
 DL4126
 DL4126.The dynamic height is computed by dividing the NAVD 88
 DL4126.geopotential number by the normal gravity value computed on the
 DL4126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4126.degrees latitude (g = 980.6199 gals.).
 DL4126
 DL4126.The modeled gravity was interpolated from observed gravity values.
 DL4126
 DL4126;                    North         East    Units  Estimated Accuracy
 DL4126;SPC WI C     -   113,213.      404,176.      MT  (+/- 10 meters HH2 GPS)
 DL4126
 DL4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4137663677(NAD 83)
 DL4126
 DL4126                          SUPERSEDED SURVEY CONTROL
 DL4126
 DL4126.No superseded survey control is available for this station.
 DL4126
 DL4126_MARKER: DD = SURVEY DISK
 DL4126_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4126_SP_SET: PIPE CULVERT HEADWALL
 DL4126_STAMPING: 5A55 2005
 DL4126_MARK LOGO: WIDT
 DL4126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4126+STABILITY: SURFACE MOTION
 DL4126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4126+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 DL4126
 DL4126  HISTORY     - Date     Condition        Report By
 DL4126  HISTORY     - 2005     MONUMENTED       WIDT
 DL4126  HISTORY     - 20070628 GOOD             WIDT
 DL4126  HISTORY     - 20120828 GOOD             WIDT
 DL4126
 DL4126                          STATION DESCRIPTION
 DL4126
 DL4126'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4126'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF EL
 DL4126'PASO, 6.4 MI (10.3 KM) NORTH OF ELLSWORTH AND 3.9 MI (6.3 KM) WEST OF
 DL4126'MARTELL.
 DL4126'
 DL4126'TO REACH THE STATION FROM THE NORTH JUNCTION OF US HIGHWAY 63 WITH
 DL4126'STATE HIGHWAY 29 WEST ABOUT 12 MI (19.3 KM) EAST OF THE CITY OF RIVER
 DL4126'FALLS, GO WEST ON STATE HIGHWAY 29 FOR 5.0 MI (8.0 KM) TO 690TH
 DL4126'STREET, TURN LEFT AND GO SOUTH ON 690TH STREET FOR 1.5 MI (2.4 KM) TO
 DL4126'A CULVERT PIPE AND THE STATION ON THE LEFT.
 DL4126'
 DL4126'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4126'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DL4126'OF THE EAST HEADWALL OF THE CULVERT PIPE, LOCATED ABOUT 1 M (3.3 FT)
 DL4126'BELOW THE ROAD PAVEMENT, 12.8 M (42.0 FT) EAST OF THE CENTERLINE OF
 DL4126'690TH STREET, 300 M (984.2 FT) NORTH OF 780TH AVENUE, AND 0.4 M (1.3
 DL4126'FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DL4126
 DL4126                          STATION RECOVERY (2012)
 DL4126
 DL4126'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4126'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4125 ***********************************************************************
 DL4125  DESIGNATION -  5A56
 DL4125  PID         -  DL4125
 DL4125  STATE/COUNTY-  WI/PIERCE
 DL4125  COUNTRY     -  US
 DL4125  USGS QUAD   -  MARTELL (2018)
 DL4125
 DL4125                         *CURRENT SURVEY CONTROL
 DL4125  ______________________________________________________________________
 DL4125* NAD 83(1986) POSITION- 44 49 21.2    (N) 092 26 28.2    (W)   HD_HELD2
 DL4125* NAVD 88 ORTHO HEIGHT -   328.816 (meters)     1078.79  (feet) ADJUSTED
 DL4125  ______________________________________________________________________
 DL4125  GEOID HEIGHT    -        -30.365 (meters)                     GEOID18
 DL4125  DYNAMIC HEIGHT  -        328.768 (meters)     1078.63  (feet) COMP
 DL4125  MODELED GRAVITY -    980,462.1   (mgal)                       NAVD 88
 DL4125
 DL4125  VERT ORDER      -  SECOND    CLASS I
 DL4125
 DL4125.The horizontal coordinates were established by autonomous hand held GPS
 DL4125.observations and have an estimated accuracy of +/- 10 meters.
 DL4125
 DL4125.The orthometric height was determined by differential leveling and
 DL4125.adjusted by the WI DEPT OF TRANSP
 DL4125.in May 2012.
 DL4125
 DL4125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4125.GEOID18 height accuracy estimate available here.
 DL4125
 DL4125.Click photographs - Photos may exist for this station.
 DL4125
 DL4125.The dynamic height is computed by dividing the NAVD 88
 DL4125.geopotential number by the normal gravity value computed on the
 DL4125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4125.degrees latitude (g = 980.6199 gals.).
 DL4125
 DL4125.The modeled gravity was interpolated from observed gravity values.
 DL4125
 DL4125;                    North         East    Units  Estimated Accuracy
 DL4125;SPC WI C     -   112,823.      406,969.      MT  (+/- 10 meters HH2 GPS)
 DL4125
 DL4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4418063390(NAD 83)
 DL4125
 DL4125                          SUPERSEDED SURVEY CONTROL
 DL4125
 DL4125.No superseded survey control is available for this station.
 DL4125
 DL4125_MARKER: DD = SURVEY DISK
 DL4125_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4125_SP_SET: BRIDGE WING WALL
 DL4125_STAMPING: 5A56 2005
 DL4125_MARK LOGO: WIDT
 DL4125_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4125+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 DL4125
 DL4125  HISTORY     - Date     Condition        Report By
 DL4125  HISTORY     - 2005     MONUMENTED       WIDT
 DL4125  HISTORY     - 20070627 GOOD             WIDT
 DL4125  HISTORY     - 20120828 GOOD             WIDT
 DL4125
 DL4125                          STATION DESCRIPTION
 DL4125
 DL4125'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4125'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHEAST OF
 DL4125'ELLSWORTH, 6.0 MI (9.7 KM) NORTHWEST OF EL PASO AND 2.2 MI (3.5 KM)
 DL4125'WEST-SOUTHWEST OF MARTELL.
 DL4125'
 DL4125'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DL4125'HIGHWAY J TO THE WEST AND 780TH AVENUE TO THE EAST ABOUT 11 MI (17.7
 DL4125'KM) EAST-SOUTHEAST OF THE CITY OF RIVER FALLS, GO WEST ON COUNTY
 DL4125'HIGHWAY J FOR 1.3 MI (2.1 KM) TO 610TH STREET, CONTINUE WEST ON COUNTY
 DL4125'HIGHWAY J FOR 0.2 MI (0.3 KM) TO A BRIDGE OVER AN INTERMITTENT CREEK
 DL4125'AND THE STATION ON THE LEFT.
 DL4125'
 DL4125'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4125'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH WING
 DL4125'WALL OF THE EAST ABUTMENT OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY
 DL4125'PAVEMENT, 7.0 M (23.0 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY J
 DL4125'AND 0.1 M (0.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4125
 DL4125                          STATION RECOVERY (2012)
 DL4125
 DL4125'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4125'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4122 ***********************************************************************
 DL4122  DESIGNATION -  5B02
 DL4122  PID         -  DL4122
 DL4122  STATE/COUNTY-  WI/PIERCE
 DL4122  COUNTRY     -  US
 DL4122  USGS QUAD   -  EL PASO (2018)
 DL4122
 DL4122                         *CURRENT SURVEY CONTROL
 DL4122  ______________________________________________________________________
 DL4122* NAD 83(1986) POSITION- 44 49 56.87   (N) 092 21 36.14   (W)   HD_HELD1
 DL4122* NAVD 88 ORTHO HEIGHT -   322.187 (meters)     1057.04  (feet) ADJUSTED
 DL4122  ______________________________________________________________________
 DL4122  GEOID HEIGHT    -        -30.478 (meters)                     GEOID18
 DL4122  DYNAMIC HEIGHT  -        322.140 (meters)     1056.89  (feet) COMP
 DL4122  MODELED GRAVITY -    980,462.4   (mgal)                       NAVD 88
 DL4122
 DL4122  VERT ORDER      -  SECOND    CLASS I
 DL4122
 DL4122.The horizontal coordinates were determined by differentially corrected
 DL4122.hand held GPS observations or other comparable positioning techniques
 DL4122.and have an estimated accuracy of +/- 3 meters.
 DL4122
 DL4122.The orthometric height was determined by differential leveling and
 DL4122.adjusted by the WI DEPT OF TRANSP
 DL4122.in May 2012.
 DL4122
 DL4122.No vertical observational check was made to the station.
 DL4122
 DL4122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4122.GEOID18 height accuracy estimate available here.
 DL4122
 DL4122.Click photographs - Photos may exist for this station.
 DL4122
 DL4122.The dynamic height is computed by dividing the NAVD 88
 DL4122.geopotential number by the normal gravity value computed on the
 DL4122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4122.degrees latitude (g = 980.6199 gals.).
 DL4122
 DL4122.The modeled gravity was interpolated from observed gravity values.
 DL4122
 DL4122;                    North         East    Units  Estimated Accuracy
 DL4122;SPC WI C     -   113,733.5     413,414.2     MT  (+/- 3 meters HH1 GPS) 
 DL4122
 DL4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5058564538(NAD 83)
 DL4122
 DL4122                          SUPERSEDED SURVEY CONTROL
 DL4122
 DL4122.No superseded survey control is available for this station.
 DL4122
 DL4122_MARKER: DD = SURVEY DISK
 DL4122_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4122_SP_SET: BRIDGE ABUTMENT
 DL4122_STAMPING: 5B02 2005
 DL4122_MARK LOGO: WIDT
 DL4122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4122+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DL4122
 DL4122  HISTORY     - Date     Condition        Report By
 DL4122  HISTORY     - 2005     MONUMENTED       WIDT
 DL4122  HISTORY     - 20070626 GOOD             WIDT
 DL4122  HISTORY     - 20120827 GOOD             WIDT
 DL4122
 DL4122                          STATION DESCRIPTION
 DL4122
 DL4122'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4122'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF SPRING VALLEY,
 DL4122'4.4 MI (7.1 KM) NORTH OF EL PASO AND 1.9 MI (3.1 KM) EAST OF MARTELL.
 DL4122'
 DL4122'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DL4122'HIGHWAY 29 EAST ABOUT 12 MI (19.3 KM) EAST OF THE CITY OF RIVER FALLS,
 DL4122'GO EAST ON STATE HIGHWAY 29 FOR 0.7 MI (1.1 KM) TO A BRIDGE OVER AN
 DL4122'INTERMITTENT CREEK AND THE STATION ON THE LEFT.
 DL4122'
 DL4122'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4122'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DL4122'OF THE WEST ABUTMENT OF BRIDGE NUMBER B-47-389-96, ABOUT LEVEL WITH
 DL4122'THE HIGHWAY PAVEMENT, 5.9 M (19.4 FT) NORTH OF THE CENTERLINE OF STATE
 DL4122'HIGHWAY 29 AND 0.5 M (1.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DL4122
 DL4122                          STATION RECOVERY (2012)
 DL4122
 DL4122'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4122'RECOVERED AS DESCRIBED---NOTE---STATION HAS NO OBSTRUCTIONS ABOVE 20
 DL4122'ON THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4120 ***********************************************************************
 DL4120  DESIGNATION -  5B03
 DL4120  PID         -  DL4120
 DL4120  STATE/COUNTY-  WI/PIERCE
 DL4120  COUNTRY     -  US
 DL4120  USGS QUAD   -  EL PASO (2018)
 DL4120
 DL4120                         *CURRENT SURVEY CONTROL
 DL4120  ______________________________________________________________________
 DL4120* NAD 83(1986) POSITION- 44 49 50.00   (N) 092 17 37.26   (W)   HD_HELD1
 DL4120* NAVD 88 ORTHO HEIGHT -   339.369 (meters)     1113.41  (feet) ADJUSTED
 DL4120  ______________________________________________________________________
 DL4120  GEOID HEIGHT    -        -30.518 (meters)                     GEOID18
 DL4120  DYNAMIC HEIGHT  -        339.321 (meters)     1113.26  (feet) COMP
 DL4120  MODELED GRAVITY -    980,466.8   (mgal)                       NAVD 88
 DL4120
 DL4120  VERT ORDER      -  SECOND    CLASS I
 DL4120
 DL4120.The horizontal coordinates were determined by differentially corrected
 DL4120.hand held GPS observations or other comparable positioning techniques
 DL4120.and have an estimated accuracy of +/- 3 meters.
 DL4120
 DL4120.The orthometric height was determined by differential leveling and
 DL4120.adjusted by the WI DEPT OF TRANSP
 DL4120.in May 2012.
 DL4120
 DL4120.No vertical observational check was made to the station.
 DL4120
 DL4120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4120.GEOID18 height accuracy estimate available here.
 DL4120
 DL4120.Click photographs - Photos may exist for this station.
 DL4120
 DL4120.The dynamic height is computed by dividing the NAVD 88
 DL4120.geopotential number by the normal gravity value computed on the
 DL4120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4120.degrees latitude (g = 980.6199 gals.).
 DL4120
 DL4120.The modeled gravity was interpolated from observed gravity values.
 DL4120
 DL4120;                    North         East    Units  Estimated Accuracy
 DL4120;SPC WI C     -   113,371.2     418,652.9     MT  (+/- 3 meters HH1 GPS) 
 DL4120
 DL4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5583264370(NAD 83)
 DL4120
 DL4120                          SUPERSEDED SURVEY CONTROL
 DL4120
 DL4120.No superseded survey control is available for this station.
 DL4120
 DL4120_MARKER: DD = SURVEY DISK
 DL4120_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4120_SP_SET: BRIDGE ABUTMENT
 DL4120_STAMPING: 5B03 2005
 DL4120_MARK LOGO: WIDT
 DL4120_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4120+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DL4120
 DL4120  HISTORY     - Date     Condition        Report By
 DL4120  HISTORY     - 2005     MONUMENTED       WIDT
 DL4120  HISTORY     - 20070625 GOOD             WIDT
 DL4120  HISTORY     - 20120827 GOOD             WIDT
 DL4120
 DL4120                          STATION DESCRIPTION
 DL4120
 DL4120'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4120'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) EAST OF MARTELL, 4.9 MI
 DL4120'(7.9 KM) NORTH-NORTHEAST OF EL PASO AND 2.9 MI (4.7 KM) WEST-SOUTHWEST
 DL4120'OF SPRING VALLEY.
 DL4120'
 DL4120'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DL4120'HIGHWAY 29 EAST ABOUT 12 MI (19.3 KM) EAST OF THE CITY OF RIVER FALLS,
 DL4120'GO EAST ON STATE HIGHWAY 29 FOR 3.75 MI (6.0 KM) TO 330TH STREET,
 DL4120'CONTINUE EAST ON STATE HIGHWAY 29 FOR 0.2 MI (0.3 KM) TO A BRIDGE OVER
 DL4120'CAVE CREEK AND THE STATION ON THE LEFT.
 DL4120'
 DL4120'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4120'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DL4120'OF THE WEST ABUTMENT OF BRIDGE NUMBER B-47-370-93, ABOUT LEVEL WITH
 DL4120'THE HIGHWAY PAVEMENT, 5.6 M (18.4 FT) NORTH OF THE CENTERLINE OF STATE
 DL4120'HIGHWAY 29 AND 0.5 M (1.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DL4120
 DL4120                          STATION RECOVERY (2012)
 DL4120
 DL4120'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4120'RECOVERED AS DESCRIBED---NOTE---STATION IS NOW 1.5 M EAST OF A WHITE
 DL4120'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4273 ***********************************************************************
 DL4273  DESIGNATION -  5B04
 DL4273  PID         -  DL4273
 DL4273  STATE/COUNTY-  WI/PIERCE
 DL4273  COUNTRY     -  US
 DL4273  USGS QUAD   -  ELLSWORTH (2018)
 DL4273
 DL4273                         *CURRENT SURVEY CONTROL
 DL4273  ______________________________________________________________________
 DL4273* NAD 83(1986) POSITION- 44 42 11.02   (N) 092 22 33.74   (W)   HD_HELD1
 DL4273* NAVD 88 ORTHO HEIGHT -   315.963 (meters)     1036.62  (feet) ADJUSTED
 DL4273  ______________________________________________________________________
 DL4273  GEOID HEIGHT    -        -30.336 (meters)                     GEOID18
 DL4273  DYNAMIC HEIGHT  -        315.921 (meters)     1036.48  (feet) COMP
 DL4273  MODELED GRAVITY -    980,476.5   (mgal)                       NAVD 88
 DL4273
 DL4273  VERT ORDER      -  SECOND    CLASS I
 DL4273
 DL4273.The horizontal coordinates were determined by differentially corrected
 DL4273.hand held GPS observations or other comparable positioning techniques
 DL4273.and have an estimated accuracy of +/- 3 meters.
 DL4273
 DL4273.The orthometric height was determined by differential leveling and
 DL4273.adjusted by the WI DEPT OF TRANSP
 DL4273.in May 2012.
 DL4273
 DL4273.No vertical observational check was made to the station.
 DL4273
 DL4273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4273.GEOID18 height accuracy estimate available here.
 DL4273
 DL4273.Click photographs - Photos may exist for this station.
 DL4273
 DL4273.The dynamic height is computed by dividing the NAVD 88
 DL4273.geopotential number by the normal gravity value computed on the
 DL4273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4273.degrees latitude (g = 980.6199 gals.).
 DL4273
 DL4273.The modeled gravity was interpolated from observed gravity values.
 DL4273
 DL4273;                    North         East    Units  Estimated Accuracy
 DL4273;SPC WI C     -    99,397.2     411,728.9     MT  (+/- 3 meters HH1 GPS) 
 DL4273
 DL4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4943150154(NAD 83)
 DL4273
 DL4273                          SUPERSEDED SURVEY CONTROL
 DL4273
 DL4273.No superseded survey control is available for this station.
 DL4273
 DL4273_MARKER: DD = SURVEY DISK
 DL4273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4273_STAMPING: 5B04 2005
 DL4273_MARK LOGO: WIDT
 DL4273_PROJECTION: FLUSH
 DL4273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4273+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DL4273
 DL4273  HISTORY     - Date     Condition        Report By
 DL4273  HISTORY     - 2004     MONUMENTED       WIDT
 DL4273  HISTORY     - 20070807 GOOD             WIDT
 DL4273
 DL4273                          STATION DESCRIPTION
 DL4273
 DL4273'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4273'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-SOUTHWEST OF
 DL4273'WAVERLY, 5.8 MI (9.3 KM) EAST-SOUTHEAST OF ELLSWORTH AND 4.9 MI (7.9
 DL4273'KM) SOUTH-SOUTHWEST OF EL PASO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4273'
 DL4273'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DL4273'HIGHWAY D TO THE SOUTH AND 530TH STREET TO THE NORTH ABOUT 5 MI (8.0
 DL4273'KM) SOUTHEAST OF THE VILLAGE OF ELLSWORTH, GO NORTH ON 530TH STREET
 DL4273'FOR 0.8 MI (1.3 KM) TO 450TH AVENUE.  TURN RIGHT AND GO EAST ON 450TH
 DL4273'AVENUE FOR 1.0 MI (1.6 KM) TO 490TH STREET AND THE STATION ON THE
 DL4273'RIGHT.
 DL4273'
 DL4273'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4273'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4273'INCH) DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) HIGHER THAN THE ROAD
 DL4273'PAVEMENT, 9.5 M (31.2 FT) SOUTH OF THE CENTERLINE OF 450TH AVENUE,
 DL4273'31.0 M (101.7 FT) WEST-SOUTHWEST OF A GREEN METAL WITNESS POST WITH A
 DL4273'YELLOW SURVEY MARKER NEARBY PLAQUE LOCATED ADJACENT TO PRIVATE
 DL4273'ENTRANCE NUMBER N4498, 27.1 M (88.9 FT) SOUTHWEST OF A POWER POLE,
 DL4273'19.0 M (62.3 FT) WEST OF THE CENTERLINE OF 490TH STREET AND 1.0 M (3.3
 DL4273'FT) SOUTH, NORTHEAST AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4273'
 DL4273'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4273'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4275 ***********************************************************************
 DL4275  DESIGNATION -  5B05
 DL4275  PID         -  DL4275
 DL4275  STATE/COUNTY-  WI/PIERCE
 DL4275  COUNTRY     -  US
 DL4275  USGS QUAD   -  WAVERLY (2018)
 DL4275
 DL4275                         *CURRENT SURVEY CONTROL
 DL4275  ______________________________________________________________________
 DL4275* NAD 83(1986) POSITION- 44 41 40.6    (N) 092 19 46.2    (W)   HD_HELD2
 DL4275* NAVD 88 ORTHO HEIGHT -   234.537 (meters)      769.48  (feet) ADJUSTED
 DL4275  ______________________________________________________________________
 DL4275  GEOID HEIGHT    -        -30.354 (meters)                     GEOID18
 DL4275  DYNAMIC HEIGHT  -        234.507 (meters)      769.38  (feet) COMP
 DL4275  MODELED GRAVITY -    980,484.9   (mgal)                       NAVD 88
 DL4275
 DL4275  VERT ORDER      -  SECOND    CLASS I
 DL4275
 DL4275.The horizontal coordinates were established by autonomous hand held GPS
 DL4275.observations and have an estimated accuracy of +/- 10 meters.
 DL4275
 DL4275.The orthometric height was determined by differential leveling and
 DL4275.adjusted by the WI DEPT OF TRANSP
 DL4275.in May 2012.
 DL4275
 DL4275.No vertical observational check was made to the station.
 DL4275
 DL4275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4275.GEOID18 height accuracy estimate available here.
 DL4275
 DL4275.Click photographs - Photos may exist for this station.
 DL4275
 DL4275.The dynamic height is computed by dividing the NAVD 88
 DL4275.geopotential number by the normal gravity value computed on the
 DL4275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4275.degrees latitude (g = 980.6199 gals.).
 DL4275
 DL4275.The modeled gravity was interpolated from observed gravity values.
 DL4275
 DL4275;                    North         East    Units  Estimated Accuracy
 DL4275;SPC WI C     -    98,352.      415,389.      MT  (+/- 10 meters HH2 GPS)
 DL4275
 DL4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5312549245(NAD 83)
 DL4275
 DL4275                          SUPERSEDED SURVEY CONTROL
 DL4275
 DL4275.No superseded survey control is available for this station.
 DL4275
 DL4275_MARKER: DD = SURVEY DISK
 DL4275_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4275_SP_SET: BRIDGE ABUTMENT
 DL4275_STAMPING: 5B05 2005
 DL4275_MARK LOGO: WIDT
 DL4275_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4275+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DL4275
 DL4275  HISTORY     - Date     Condition        Report By
 DL4275  HISTORY     - 2005     MONUMENTED       WIDT
 DL4275  HISTORY     - 20070808 GOOD             WIDT
 DL4275  HISTORY     - 20140909 GOOD             WIDT
 DL4275
 DL4275                          STATION DESCRIPTION
 DL4275
 DL4275'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4275'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF PLUM
 DL4275'CITY, 5.2 MI (8.4 KM) SOUTH OF EL PASO AND 4.3 MI (6.9 KM)
 DL4275'WEST-SOUTHWEST OF WAVERLY.
 DL4275'
 DL4275'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH US
 DL4275'HIGHWAY 10 ABOUT 5 MI (8.0 KM) SOUTHEAST OF THE VILLAGE OF ELLSWORTH,
 DL4275'GO EAST ON US HIGHWAY 10 FOR 3.5 MI (5.6 KM) TO 400TH STREET ON THE
 DL4275'LEFT.  TURN LEFT AND GO NORTH ON 400TH STREET FOR 1.2 MI (1.9 KM) TO
 DL4275'410TH AVENUE (CHIMNEY ROCK DRIVE) ON THE RIGHT.  TURN RIGHT AND GO
 DL4275'EAST ON 410TH (CHIMNEY ROCK DRIVE) FOR 0.05 MI (0.1 KM) TO A BRIDGE
 DL4275'OVER THE RUSH RIVER AND THE STATION ON THE RIGHT.
 DL4275'
 DL4275'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4275'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DL4275'OF THE EAST ABUTMENT OF BRIDGE NUMBER B-47-114-91, ABOUT LEVEL WITH
 DL4275'THE ROAD PAVEMENT, 5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF 410TH
 DL4275'AVENUE (CHIMNEY ROCK DRIVE) AND 0.4 M (1.3 FT) WEST OF A WHITE PLASTIC
 DL4275'WITNESS POST.
 DL4275
 DL4275                          STATION RECOVERY (2014)
 DL4275
 DL4275'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (MWJ)
 DL4275'WHITE WHITNESS POST IS ONLY VISIBLE FROM WEST SIDE OF A CHEVRON SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4276 ***********************************************************************
 DL4276  DESIGNATION -  5B06
 DL4276  PID         -  DL4276
 DL4276  STATE/COUNTY-  WI/PIERCE
 DL4276  COUNTRY     -  US
 DL4276  USGS QUAD   -  WAVERLY (2018)
 DL4276
 DL4276                         *CURRENT SURVEY CONTROL
 DL4276  ______________________________________________________________________
 DL4276* NAD 83(1986) POSITION- 44 42 03.23   (N) 092 18 04.93   (W)   HD_HELD1
 DL4276* NAVD 88 ORTHO HEIGHT -   329.578 (meters)     1081.29  (feet) ADJUSTED
 DL4276  ______________________________________________________________________
 DL4276  GEOID HEIGHT    -        -30.362 (meters)                     GEOID18
 DL4276  DYNAMIC HEIGHT  -        329.538 (meters)     1081.16  (feet) COMP
 DL4276  MODELED GRAVITY -    980,485.8   (mgal)                       NAVD 88
 DL4276
 DL4276  VERT ORDER      -  SECOND    CLASS I
 DL4276
 DL4276.The horizontal coordinates were determined by differentially corrected
 DL4276.hand held GPS observations or other comparable positioning techniques
 DL4276.and have an estimated accuracy of +/- 3 meters.
 DL4276
 DL4276.The orthometric height was determined by differential leveling and
 DL4276.adjusted by the WI DEPT OF TRANSP
 DL4276.in May 2012.
 DL4276
 DL4276.No vertical observational check was made to the station.
 DL4276
 DL4276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4276.GEOID18 height accuracy estimate available here.
 DL4276
 DL4276.Click photographs - Photos may exist for this station.
 DL4276
 DL4276.The dynamic height is computed by dividing the NAVD 88
 DL4276.geopotential number by the normal gravity value computed on the
 DL4276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4276.degrees latitude (g = 980.6199 gals.).
 DL4276
 DL4276.The modeled gravity was interpolated from observed gravity values.
 DL4276
 DL4276;                    North         East    Units  Estimated Accuracy
 DL4276;SPC WI C     -    98,986.4     417,637.1     MT  (+/- 3 meters HH1 GPS) 
 DL4276
 DL4276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5534849962(NAD 83)
 DL4276
 DL4276                          SUPERSEDED SURVEY CONTROL
 DL4276
 DL4276.No superseded survey control is available for this station.
 DL4276
 DL4276_MARKER: DD = SURVEY DISK
 DL4276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4276_STAMPING: 5B06 2005
 DL4276_MARK LOGO: WIDT
 DL4276_PROJECTION: FLUSH
 DL4276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4276+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 DL4276
 DL4276  HISTORY     - Date     Condition        Report By
 DL4276  HISTORY     - 2004     MONUMENTED       WIDT
 DL4276  HISTORY     - 20070814 GOOD             WIDT
 DL4276
 DL4276                          STATION DESCRIPTION
 DL4276
 DL4276'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4276'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHWEST OF PLUM CITY,
 DL4276'5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF EL PASO AND 2.9 MI (4.7 KM)
 DL4276'SOUTHWEST OF WAVERLY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4276'
 DL4276'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 WITH COUNTY
 DL4276'HIGHWAY CLOSING CORNER ABOUT 11 MI (17.7 KM) EAST OF THE VILLAGE OF
 DL4276'ELLSWORTH, GO SOUTH ON COUNTY HIGHWAY CLOSING CORNER FOR 2.0 MI (3.2
 DL4276'KM) TO COUNTY HIGHWAY HH ON THE LEFT AND 450TH AVENUE ON THE RIGHT.
 DL4276'TURN RIGHT AND GO WEST ON 450TH AVENUE FOR 2.05 MI (3.3 KM) TO 350TH
 DL4276'STREET ON THE RIGHT.  CONTINUE WEST ON 450TH AVENUE FOR 0.1 MI (0.2
 DL4276'KM) TO THE STATION ON THE LEFT.
 DL4276'
 DL4276'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4276'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4276'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 7.3 M
 DL4276'(24.0 FT) SOUTH OF THE CENTERLINE OF 450TH AVENUE, 44.3 M (145.3 FT)
 DL4276'EAST OF A POWER POLE, 16.4 M (53.8 FT) SOUTH OF A POWER POLE, 1.0 M
 DL4276'(3.3 FT) SOUTH, NORTHEAST AND NORTHWEST OF A WHITE PLASTIC WITNESS
 DL4276'POST.
 DL4276'
 DL4276'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4276'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4230 ***********************************************************************
 DL4230  DESIGNATION -  5B07
 DL4230  PID         -  DL4230
 DL4230  STATE/COUNTY-  WI/PIERCE
 DL4230  COUNTRY     -  US
 DL4230  USGS QUAD   -  BAY CITY (2018)
 DL4230
 DL4230                         *CURRENT SURVEY CONTROL
 DL4230  ______________________________________________________________________
 DL4230* NAD 83(1986) POSITION- 44 35 29.79   (N) 092 26 06.46   (W)   HD_HELD1
 DL4230* NAVD 88 ORTHO HEIGHT -   224.284 (meters)      735.84  (feet) ADJUSTED
 DL4230  ______________________________________________________________________
 DL4230  GEOID HEIGHT    -        -30.303 (meters)                     GEOID18
 DL4230  DYNAMIC HEIGHT  -        224.250 (meters)      735.73  (feet) COMP
 DL4230  MODELED GRAVITY -    980,462.4   (mgal)                       NAVD 88
 DL4230
 DL4230  VERT ORDER      -  SECOND    CLASS I
 DL4230
 DL4230.The horizontal coordinates were determined by differentially corrected
 DL4230.hand held GPS observations or other comparable positioning techniques
 DL4230.and have an estimated accuracy of +/- 3 meters.
 DL4230
 DL4230.The orthometric height was determined by differential leveling and
 DL4230.adjusted by the WI DEPT OF TRANSP
 DL4230.in May 2012.
 DL4230
 DL4230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4230.GEOID18 height accuracy estimate available here.
 DL4230
 DL4230.Click photographs - Photos may exist for this station.
 DL4230
 DL4230.The dynamic height is computed by dividing the NAVD 88
 DL4230.geopotential number by the normal gravity value computed on the
 DL4230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4230.degrees latitude (g = 980.6199 gals.).
 DL4230
 DL4230.The modeled gravity was interpolated from observed gravity values.
 DL4230
 DL4230;                    North         East    Units  Estimated Accuracy
 DL4230;SPC WI C     -    87,156.9     406,676.9     MT  (+/- 3 meters HH1 GPS) 
 DL4230
 DL4230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4483537740(NAD 83)
 DL4230
 DL4230                          SUPERSEDED SURVEY CONTROL
 DL4230
 DL4230.No superseded survey control is available for this station.
 DL4230
 DL4230_MARKER: DD = SURVEY DISK
 DL4230_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4230_SP_SET: BOX CULVERT WING WALL
 DL4230_STAMPING: 5B07 2005
 DL4230_MARK LOGO: WIDT
 DL4230_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4230+STABILITY: SURFACE MOTION
 DL4230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4230+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2013
 DL4230
 DL4230  HISTORY     - Date     Condition        Report By
 DL4230  HISTORY     - 2005     MONUMENTED       WIDT
 DL4230  HISTORY     - 20070713 GOOD             WIDT
 DL4230  HISTORY     - 20130117 GOOD             INDIV
 DL4230
 DL4230                          STATION DESCRIPTION
 DL4230
 DL4230'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4230'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH-SOUTHEAST OF
 DL4230'ELLSWORTH, 6.6 MI (10.6 KM) WEST-NORTHWEST OF MAIDEN ROCK AND 0.9 MI
 DL4230'(1.4 KM) EAST-NORTHEAST OF BAY CITY.
 DL4230'
 DL4230'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4230'HIGHWAY D TO THE NORTH AND 530TH STREET TO THE SOUTH ABOUT 3 MI (4.8
 DL4230'KM) EAST OF THE VILLAGE OF BAY CITY, GO WEST ON STATE HIGHWAY 35 FOR
 DL4230'2.0 MI (3.2 KM) TO A BOX CULVERT OVER AN INTERMITTENT CREEK AND THE
 DL4230'STATION ON THE RIGHT.
 DL4230'
 DL4230'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4230'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DL4230'WALL OF THE NORTH END OF BOX CULVERT NUMBER B-47-122-92, ABOUT 3 M
 DL4230'(9.8 FT) LOWER THAN THE HIGHWAY PAVEMENT, 11.5 M (37.7 FT) NORTH OF
 DL4230'THE CENTERLINE OF STATE HIGHWAY 35 AND 0.1 M (0.3 FT) SOUTH OF A WHITE
 DL4230'PLASTIC WITNESS POST.
 DL4230
 DL4230                          STATION RECOVERY (2013)
 DL4230
 DL4230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (NPL)
 DL4230'DESCRIPTION IS ADEQUATE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4229 ***********************************************************************
 DL4229  DESIGNATION -  5B08
 DL4229  PID         -  DL4229
 DL4229  STATE/COUNTY-  WI/PIERCE
 DL4229  COUNTRY     -  US
 DL4229  USGS QUAD   -  BAY CITY (2018)
 DL4229
 DL4229                         *CURRENT SURVEY CONTROL
 DL4229  ______________________________________________________________________
 DL4229* NAD 83(1986) POSITION- 44 35 18.67   (N) 092 23 48.83   (W)   HD_HELD1
 DL4229* NAVD 88 ORTHO HEIGHT -   342.894 (meters)     1124.98  (feet) ADJUSTED
 DL4229  ______________________________________________________________________
 DL4229  GEOID HEIGHT    -        -30.303 (meters)                     GEOID18
 DL4229  DYNAMIC HEIGHT  -        342.843 (meters)     1124.81  (feet) COMP
 DL4229  MODELED GRAVITY -    980,459.1   (mgal)                       NAVD 88
 DL4229
 DL4229  VERT ORDER      -  SECOND    CLASS I
 DL4229
 DL4229.The horizontal coordinates were determined by differentially corrected
 DL4229.hand held GPS observations or other comparable positioning techniques
 DL4229.and have an estimated accuracy of +/- 3 meters.
 DL4229
 DL4229.The orthometric height was determined by differential leveling and
 DL4229.adjusted by the WI DEPT OF TRANSP
 DL4229.in May 2012.
 DL4229
 DL4229.No vertical observational check was made to the station.
 DL4229
 DL4229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4229.GEOID18 height accuracy estimate available here.
 DL4229
 DL4229.Click photographs - Photos may exist for this station.
 DL4229
 DL4229.The dynamic height is computed by dividing the NAVD 88
 DL4229.geopotential number by the normal gravity value computed on the
 DL4229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4229.degrees latitude (g = 980.6199 gals.).
 DL4229
 DL4229.The modeled gravity was interpolated from observed gravity values.
 DL4229
 DL4229;                    North         East    Units  Estimated Accuracy
 DL4229;SPC WI C     -    86,723.5     409,701.0     MT  (+/- 3 meters HH1 GPS) 
 DL4229
 DL4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4787237418(NAD 83)
 DL4229
 DL4229                          SUPERSEDED SURVEY CONTROL
 DL4229
 DL4229.No superseded survey control is available for this station.
 DL4229
 DL4229_MARKER: DD = SURVEY DISK
 DL4229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4229_STAMPING: 5B08 2005
 DL4229_MARK LOGO: WIDT
 DL4229_PROJECTION: FLUSH
 DL4229_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4229+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 DL4229
 DL4229  HISTORY     - Date     Condition        Report By
 DL4229  HISTORY     - 2004     MONUMENTED       WIDT
 DL4229  HISTORY     - 20070713 GOOD             WIDT
 DL4229
 DL4229                          STATION DESCRIPTION
 DL4229
 DL4229'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4229'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST-SOUTHWEST OF PLUM
 DL4229'CITY, 4.7 MI (7.6 KM) WEST-NORTHWEST OF MAIDEN ROCK AND 2.6 MI (4.2
 DL4229'KM) EAST OF BAY CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4229'
 DL4229'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4229'HIGHWAY D TO THE NORTH AND 530TH STREET TO THE SOUTH ABOUT 3 MI (4.8
 DL4229'KM) EAST OF THE VILLAGE OF BAY CITY, GO NORTHWEST ON STATE HIGHWAY 35
 DL4229'FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DL4229'
 DL4229'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4229'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4229'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4229'15.2 M (49.9 FT) NORTH-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DL4229'35, 35.2 M (115.5 FT) EAST OF A WOOD POST FOR AN ADOPT A HIGHWAY SIGN,
 DL4229'31.8 M (104.3 FT) NORTHWEST OF A WOODEN POST FOR A STH 35 (GREAT RIVER
 DL4229'ROAD) SIGN AND 1.0 M (3.3 FT) SOUTHEAST, NORTH-NORTHEAST AND
 DL4229'WEST-SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4229'
 DL4229'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4229'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4228 ***********************************************************************
 DL4228  DESIGNATION -  5B09
 DL4228  PID         -  DL4228
 DL4228  STATE/COUNTY-  WI/PIERCE
 DL4228  COUNTRY     -  US
 DL4228  USGS QUAD   -  MAIDEN ROCK (2018)
 DL4228
 DL4228                         *CURRENT SURVEY CONTROL
 DL4228  ______________________________________________________________________
 DL4228* NAD 83(1986) POSITION- 44 34 32.31   (N) 092 22 17.62   (W)   HD_HELD1
 DL4228* NAVD 88 ORTHO HEIGHT -   218.180 (meters)      715.81  (feet) ADJUSTED
 DL4228  ______________________________________________________________________
 DL4228  GEOID HEIGHT    -        -30.316 (meters)                     GEOID18
 DL4228  DYNAMIC HEIGHT  -        218.149 (meters)      715.71  (feet) COMP
 DL4228  MODELED GRAVITY -    980,470.3   (mgal)                       NAVD 88
 DL4228
 DL4228  VERT ORDER      -  SECOND    CLASS I
 DL4228
 DL4228.The horizontal coordinates were determined by differentially corrected
 DL4228.hand held GPS observations or other comparable positioning techniques
 DL4228.and have an estimated accuracy of +/- 3 meters.
 DL4228
 DL4228.The orthometric height was determined by differential leveling and
 DL4228.adjusted by the WI DEPT OF TRANSP
 DL4228.in May 2012.
 DL4228
 DL4228.No vertical observational check was made to the station.
 DL4228
 DL4228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4228.GEOID18 height accuracy estimate available here.
 DL4228
 DL4228.Click photographs - Photos may exist for this station.
 DL4228
 DL4228.The dynamic height is computed by dividing the NAVD 88
 DL4228.geopotential number by the normal gravity value computed on the
 DL4228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4228.degrees latitude (g = 980.6199 gals.).
 DL4228
 DL4228.The modeled gravity was interpolated from observed gravity values.
 DL4228
 DL4228;                    North         East    Units  Estimated Accuracy
 DL4228;SPC WI C     -    85,234.1     411,670.2     MT  (+/- 3 meters HH1 GPS) 
 DL4228
 DL4228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4989436003(NAD 83)
 DL4228
 DL4228                          SUPERSEDED SURVEY CONTROL
 DL4228
 DL4228.No superseded survey control is available for this station.
 DL4228
 DL4228_MARKER: DD = SURVEY DISK
 DL4228_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4228_SP_SET: CATCH BASIN HEADWALL
 DL4228_STAMPING: 5B09 2005
 DL4228_MARK LOGO: WIDT
 DL4228_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4228+STABILITY: SURFACE MOTION
 DL4228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4228+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2007
 DL4228
 DL4228  HISTORY     - Date     Condition        Report By
 DL4228  HISTORY     - 2005     MONUMENTED       WIDT
 DL4228  HISTORY     - 20070716 GOOD             WIDT
 DL4228
 DL4228                          STATION DESCRIPTION
 DL4228
 DL4228'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4228'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) WEST-SOUTHWEST OF PLUM
 DL4228'CITY, 3.9 MI (6.3 KM) EAST OF BAY CITY AND 3.3 MI (5.3 KM)
 DL4228'WEST-NORTHWEST OF MAIDEN ROCK.
 DL4228'
 DL4228'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4228'HIGHWAY A ABOUT 1 MI (1.6 KM) NORTHWEST OF THE VILLAGE OF MAIDEN ROCK,
 DL4228'GO WEST ON STATE HIGHWAY 35 FOR 2.0 MI (3.2 KM) TO A SCENIC OVERLOOK
 DL4228'PARKING AREA FOR LAKE PEPIN ON THE LEFT.  CONTINUE WEST ON STATE
 DL4228'HIGHWAY 35 FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DL4228'
 DL4228'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4228'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DL4228'A HEADWALL FOR LARGE CATCH BASIN, ABOUT 4 M (13.1 FT) BELOW THE
 DL4228'HIGHWAY PAVEMENT, 18.8 M (61.7 FT) EAST OF THE CENTERLINE OF STATE
 DL4228'HIGHWAY 35, 200 M (656.2 FT) EAST OF THE ENTRANCE TO THE WAYSIDE AND
 DL4228'0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4227 ***********************************************************************
 DL4227  DESIGNATION -  5B10
 DL4227  PID         -  DL4227
 DL4227  STATE/COUNTY-  WI/PIERCE
 DL4227  COUNTRY     -  US
 DL4227  USGS QUAD   -  MAIDEN ROCK (2018)
 DL4227
 DL4227                         *CURRENT SURVEY CONTROL
 DL4227  ______________________________________________________________________
 DL4227* NAD 83(1986) POSITION- 44 34 12.89   (N) 092 19 45.28   (W)   HD_HELD1
 DL4227* NAVD 88 ORTHO HEIGHT -   210.315 (meters)      690.01  (feet) ADJUSTED
 DL4227  ______________________________________________________________________
 DL4227  GEOID HEIGHT    -        -30.315 (meters)                     GEOID18
 DL4227  DYNAMIC HEIGHT  -        210.288 (meters)      689.92  (feet) COMP
 DL4227  MODELED GRAVITY -    980,484.1   (mgal)                       NAVD 88
 DL4227
 DL4227  VERT ORDER      -  SECOND    CLASS I
 DL4227
 DL4227.The horizontal coordinates were determined by differentially corrected
 DL4227.hand held GPS observations or other comparable positioning techniques
 DL4227.and have an estimated accuracy of +/- 3 meters.
 DL4227
 DL4227.The orthometric height was determined by differential leveling and
 DL4227.adjusted by the WI DEPT OF TRANSP
 DL4227.in May 2012.
 DL4227
 DL4227.No vertical observational check was made to the station.
 DL4227
 DL4227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4227.GEOID18 height accuracy estimate available here.
 DL4227
 DL4227.Click photographs - Photos may exist for this station.
 DL4227
 DL4227.The dynamic height is computed by dividing the NAVD 88
 DL4227.geopotential number by the normal gravity value computed on the
 DL4227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4227.degrees latitude (g = 980.6199 gals.).
 DL4227
 DL4227.The modeled gravity was interpolated from observed gravity values.
 DL4227
 DL4227;                    North         East    Units  Estimated Accuracy
 DL4227;SPC WI C     -    84,537.6     415,012.5     MT  (+/- 3 meters HH1 GPS) 
 DL4227
 DL4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5325935430(NAD 83)
 DL4227
 DL4227                          SUPERSEDED SURVEY CONTROL
 DL4227
 DL4227.No superseded survey control is available for this station.
 DL4227
 DL4227_MARKER: DD = SURVEY DISK
 DL4227_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4227_SP_SET: BRIDGE PARAPET WALL
 DL4227_STAMPING: 5B10 2005
 DL4227_MARK LOGO: WIDT
 DL4227_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4227+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DL4227
 DL4227  HISTORY     - Date     Condition        Report By
 DL4227  HISTORY     - 2005     MONUMENTED       WIDT
 DL4227  HISTORY     - 20070717 GOOD             WIDT
 DL4227
 DL4227                          STATION DESCRIPTION
 DL4227
 DL4227'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4227'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF PLUM
 DL4227'CITY, 6.1 MI (9.8 KM) EAST OF BAY CITY AND 1.1 MI (1.8 KM) NORTHWEST
 DL4227'OF MAIDEN ROCK.
 DL4227'
 DL4227'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4227'HIGHWAY A ABOUT 1 MI (1.6 KM) NORTHWEST OF THE VILLAGE OF MAIDEN ROCK,
 DL4227'GO EAST ON STATE HIGHWAY 35 FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER THE
 DL4227'RUSH RIVER AND THE STATION ON THE LEFT.
 DL4227'
 DL4227'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4227'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH
 DL4227'PARAPET WALL OF THE WEST ABUTMENT OF BRIDGE NUMBER B-47-106-92, 5.7 M
 DL4227'(18.7 FT) NORTH OF THE CENTERLINE STATE HIGHWAY 35 AND ABOUT 1 M (3.3
 DL4227'FT) ABOVE THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4226 ***********************************************************************
 DL4226  DESIGNATION -  5B11
 DL4226  PID         -  DL4226
 DL4226  STATE/COUNTY-  WI/PIERCE
 DL4226  COUNTRY     -  US
 DL4226  USGS QUAD   -  MAIDEN ROCK (2018)
 DL4226
 DL4226                         *CURRENT SURVEY CONTROL
 DL4226  ______________________________________________________________________
 DL4226* NAD 83(1986) POSITION- 44 33 43.71   (N) 092 18 23.82   (W)   HD_HELD1
 DL4226* NAVD 88 ORTHO HEIGHT -   224.355 (meters)      736.07  (feet) ADJUSTED
 DL4226  ______________________________________________________________________
 DL4226  GEOID HEIGHT    -        -30.303 (meters)                     GEOID18
 DL4226  DYNAMIC HEIGHT  -        224.327 (meters)      735.98  (feet) COMP
 DL4226  MODELED GRAVITY -    980,490.9   (mgal)                       NAVD 88
 DL4226
 DL4226  VERT ORDER      -  SECOND    CLASS I
 DL4226
 DL4226.The horizontal coordinates were determined by differentially corrected
 DL4226.hand held GPS observations or other comparable positioning techniques
 DL4226.and have an estimated accuracy of +/- 3 meters.
 DL4226
 DL4226.The orthometric height was determined by differential leveling and
 DL4226.adjusted by the WI DEPT OF TRANSP
 DL4226.in May 2012.
 DL4226
 DL4226.No vertical observational check was made to the station.
 DL4226
 DL4226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4226.GEOID18 height accuracy estimate available here.
 DL4226
 DL4226.Click photographs - Photos may exist for this station.
 DL4226
 DL4226.The dynamic height is computed by dividing the NAVD 88
 DL4226.geopotential number by the normal gravity value computed on the
 DL4226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4226.degrees latitude (g = 980.6199 gals.).
 DL4226
 DL4226.The modeled gravity was interpolated from observed gravity values.
 DL4226
 DL4226;                    North         East    Units  Estimated Accuracy
 DL4226;SPC WI C     -    83,586.0     416,783.5     MT  (+/- 3 meters HH1 GPS) 
 DL4226
 DL4226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5506334545(NAD 83)
 DL4226
 DL4226                          SUPERSEDED SURVEY CONTROL
 DL4226
 DL4226.No superseded survey control is available for this station.
 DL4226
 DL4226_MARKER: DD = SURVEY DISK
 DL4226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4226_SP_SET: BOX CULVERT
 DL4226_STAMPING: 5B11 2005
 DL4226_MARK LOGO: WIDT
 DL4226_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4226+STABILITY: SURFACE MOTION
 DL4226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4226+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DL4226
 DL4226  HISTORY     - Date     Condition        Report By
 DL4226  HISTORY     - 2005     MONUMENTED       WIDT
 DL4226  HISTORY     - 20070717 GOOD             WIDT
 DL4226
 DL4226                          STATION DESCRIPTION
 DL4226
 DL4226'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4226'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHWEST OF PLUM CITY,
 DL4226'7.0 MI (11.3 KM) WEST OF NERIKE AND IN THE TOWN OF MAIDEN ROCK, WI.
 DL4226'
 DL4226'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4226'HIGHWAY S IN THE VILLAGE OF MAIDEN ROCK, GO EAST ON COUNTY HIGHWAY S
 DL4226'FOR 0.2 MI (0.3 KM) TO A BOX CULVERT AND THE STATION ON THE LEFT.
 DL4226'
 DL4226'THE STAION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DL4226'SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH CORNER OF THE
 DL4226'WEST END OF THE BOX CULVERT, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4226'10.3 M (33.8 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY SOUTH, 3.4
 DL4226'M (11.2 FT) WEST OF PRIVATE ENTRANCE NUMBER N651 AND N683 AND 0.2 M
 DL4226'(0.7 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4225 ***********************************************************************
 DL4225  DESIGNATION -  5B12
 DL4225  PID         -  DL4225
 DL4225  STATE/COUNTY-  WI/PIERCE
 DL4225  COUNTRY     -  US
 DL4225  USGS QUAD   -  MAIDEN ROCK (2018)
 DL4225
 DL4225                         *CURRENT SURVEY CONTROL
 DL4225  ______________________________________________________________________
 DL4225* NAD 83(1986) POSITION- 44 32 34.50   (N) 092 17 41.90   (W)   HD_HELD1
 DL4225* NAVD 88 ORTHO HEIGHT -   211.098 (meters)      692.58  (feet) ADJUSTED
 DL4225  ______________________________________________________________________
 DL4225  GEOID HEIGHT    -        -30.301 (meters)                     GEOID18
 DL4225  DYNAMIC HEIGHT  -        211.071 (meters)      692.49  (feet) COMP
 DL4225  MODELED GRAVITY -    980,486.4   (mgal)                       NAVD 88
 DL4225
 DL4225  VERT ORDER      -  SECOND    CLASS I
 DL4225
 DL4225.The horizontal coordinates were determined by differentially corrected
 DL4225.hand held GPS observations or other comparable positioning techniques
 DL4225.and have an estimated accuracy of +/- 3 meters.
 DL4225
 DL4225.The orthometric height was determined by differential leveling and
 DL4225.adjusted by the WI DEPT OF TRANSP
 DL4225.in May 2012.
 DL4225
 DL4225.No vertical observational check was made to the station.
 DL4225
 DL4225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4225.GEOID18 height accuracy estimate available here.
 DL4225
 DL4225.Click photographs - Photos may exist for this station.
 DL4225
 DL4225.The dynamic height is computed by dividing the NAVD 88
 DL4225.geopotential number by the normal gravity value computed on the
 DL4225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4225.degrees latitude (g = 980.6199 gals.).
 DL4225
 DL4225.The modeled gravity was interpolated from observed gravity values.
 DL4225
 DL4225;                    North         East    Units  Estimated Accuracy
 DL4225;SPC WI C     -    81,424.4     417,647.8     MT  (+/- 3 meters HH1 GPS) 
 DL4225
 DL4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5600732417(NAD 83)
 DL4225
 DL4225                          SUPERSEDED SURVEY CONTROL
 DL4225
 DL4225.No superseded survey control is available for this station.
 DL4225
 DL4225_MARKER: DD = SURVEY DISK
 DL4225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4225_SP_SET: BRIDGE ABUTMENT
 DL4225_STAMPING: 5B12 2005
 DL4225_MARK LOGO: WIDT
 DL4225_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4225+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DL4225
 DL4225  HISTORY     - Date     Condition        Report By
 DL4225  HISTORY     - 2005     MONUMENTED       WIDT
 DL4225  HISTORY     - 20070717 GOOD             WIDT
 DL4225
 DL4225                          STATION DESCRIPTION
 DL4225
 DL4225'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4225'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHWEST OF PLUM CITY,
 DL4225'6.4 MI (10.3 KM) WEST OF NERIKE AND 1.5 MI (2.4 KM) SOUTH-SOUTHEAST OF
 DL4225'MAIDEN ROCK.
 DL4225'
 DL4225'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 35 WITH
 DL4225'COUNTY HIGHWAY S IN THE VILLAGE OF MAIDEN ROCK, GO SOUTH ON STATE
 DL4225'HIGHWAY 35 FOR 1.4 MI (2.3 KM) TO COUNTY HIGHWAY AA.  CONTINUE SOUTH
 DL4225'ON STATE HIGHWAY 35 FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER PINE CREEK
 DL4225'AND THE STATION ON THE LEFT.
 DL4225'
 DL4225'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4225'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST
 DL4225'PARAPET WALL OF THE NORTH ABUTMENT OF BRIDGE NUMBER B-47-120-92, ABOUT
 DL4225'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT, 6.4 M (21.0 FT) EAST OF THE
 DL4225'CENTERLINE OF STATE HIGHWAY 35 AND 0.4 M (1.3 FT) SOUTH OF A WHITE
 DL4225'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4223 ***********************************************************************
 DL4223  DESIGNATION -  5B13
 DL4223  PID         -  DL4223
 DL4223  STATE/COUNTY-  WI/PEPIN
 DL4223  COUNTRY     -  US
 DL4223  USGS QUAD   -  MAIDEN ROCK (2018)
 DL4223
 DL4223                         *CURRENT SURVEY CONTROL
 DL4223  ______________________________________________________________________
 DL4223* NAD 83(1986) POSITION- 44 30 04.32   (N) 092 17 21.35   (W)   HD_HELD1
 DL4223* NAVD 88 ORTHO HEIGHT -   221.888 (meters)      727.98  (feet) ADJUSTED
 DL4223  ______________________________________________________________________
 DL4223  GEOID HEIGHT    -        -30.298 (meters)                     GEOID18
 DL4223  DYNAMIC HEIGHT  -        221.858 (meters)      727.88  (feet) COMP
 DL4223  MODELED GRAVITY -    980,476.5   (mgal)                       NAVD 88
 DL4223
 DL4223  VERT ORDER      -  SECOND    CLASS I
 DL4223
 DL4223.The horizontal coordinates were determined by differentially corrected
 DL4223.hand held GPS observations or other comparable positioning techniques
 DL4223.and have an estimated accuracy of +/- 3 meters.
 DL4223
 DL4223.The orthometric height was determined by differential leveling and
 DL4223.adjusted by the WI DEPT OF TRANSP
 DL4223.in May 2012.
 DL4223
 DL4223.No vertical observational check was made to the station.
 DL4223
 DL4223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4223.GEOID18 height accuracy estimate available here.
 DL4223
 DL4223.Click photographs - Photos may exist for this station.
 DL4223
 DL4223.The dynamic height is computed by dividing the NAVD 88
 DL4223.geopotential number by the normal gravity value computed on the
 DL4223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4223.degrees latitude (g = 980.6199 gals.).
 DL4223
 DL4223.The modeled gravity was interpolated from observed gravity values.
 DL4223
 DL4223;                    North         East    Units  Estimated Accuracy
 DL4223;SPC WI C     -    76,778.0     417,970.6     MT  (+/- 3 meters HH1 GPS) 
 DL4223
 DL4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5650027788(NAD 83)
 DL4223
 DL4223                          SUPERSEDED SURVEY CONTROL
 DL4223
 DL4223.No superseded survey control is available for this station.
 DL4223
 DL4223_MARKER: DD = SURVEY DISK
 DL4223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4223_STAMPING: 5B13 2005
 DL4223_MARK LOGO: WIDT
 DL4223_PROJECTION: FLUSH
 DL4223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4223+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DL4223
 DL4223  HISTORY     - Date     Condition        Report By
 DL4223  HISTORY     - 2004     MONUMENTED       WIDT
 DL4223  HISTORY     - 20070718 GOOD             WIDT
 DL4223
 DL4223                          STATION DESCRIPTION
 DL4223
 DL4223'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4223'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF PEPIN,
 DL4223'7.0 MI (11.3 KM) WEST-SOUTHWEST OF NERIKE AND 4.2 MI (6.8 KM)
 DL4223'SOUTH-SOUTHEAST OF MAIDEN ROCK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4223'
 DL4223'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4223'HIGHWAY J (SPRING STREET) IN THE VILLAGE OF STOCKHOLM, GO NORTHWEST ON
 DL4223'STATE HIGHWAY 35 FOR 1.85 MI (3.0 KM) TO THE STATION ON THE LEFT.
 DL4223'
 DL4223'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4223'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4223'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT ON
 DL4223'THE NORTH EDGE OF THE NORTH ENTRANCE TO THE MAIDEN ROCK HISTORICAL
 DL4223'MARKER WAYSIDE, 14.3 M (46.9 FT) WEST OF THE CENTERLINE OF STATE
 DL4223'HIGHWAY 35, 8.6 M (28.2 FT) NORTHWEST OF THE CENTER OF THE NORTH
 DL4223'WAYSIDE ENTRANCE, 27.0 M (88.6 FT) SOUTH OF A HISTORICAL MARKER RIGHT
 DL4223'SIGN, 17.0 M (55.8 FT) NORTH OF A WOOD STOP SIGN POST, 2.4 M (7.9 FT)
 DL4223'WEST-SOUTHWEST OF THE NORTHEAST END OF A ROCK WALL, 1.0 M (3.3 FT)
 DL4223'NORTHWEST OF THE NORTHWEST EDGE OF A ROCK WALL AND 1.0 M (3.3 FT)
 DL4223'WEST, NORTHEAST AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4223'
 DL4223'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO
 DL4223'THE WEST EXTENDING HIGHER THAN 40 DEGREES ABOVE THE HORIZON AND MAIDEN
 DL4223'ROCK BLUFF TO THE EAST EXTENDING HIGHER THAN 40 DEGREES ABOVE THE
 DL4223'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4278 ***********************************************************************
 DL4278  DESIGNATION -  5B46
 DL4278  PID         -  DL4278
 DL4278  STATE/COUNTY-  WI/PIERCE
 DL4278  COUNTRY     -  US
 DL4278  USGS QUAD   -  PLUM CITY (2018)
 DL4278
 DL4278                         *CURRENT SURVEY CONTROL
 DL4278  ______________________________________________________________________
 DL4278* NAD 83(1986) POSITION- 44 41 58.21   (N) 092 13 19.32   (W)   HD_HELD1
 DL4278* NAVD 88 ORTHO HEIGHT -   290.887 (meters)      954.35  (feet) ADJUSTED
 DL4278  ______________________________________________________________________
 DL4278  GEOID HEIGHT    -        -30.382 (meters)                     GEOID18
 DL4278  DYNAMIC HEIGHT  -        290.849 (meters)      954.23  (feet) COMP
 DL4278  MODELED GRAVITY -    980,478.3   (mgal)                       NAVD 88
 DL4278
 DL4278  VERT ORDER      -  SECOND    CLASS I
 DL4278
 DL4278.The horizontal coordinates were determined by differentially corrected
 DL4278.hand held GPS observations or other comparable positioning techniques
 DL4278.and have an estimated accuracy of +/- 3 meters.
 DL4278
 DL4278.The orthometric height was determined by differential leveling and
 DL4278.adjusted by the WI DEPT OF TRANSP
 DL4278.in May 2012.
 DL4278
 DL4278.No vertical observational check was made to the station.
 DL4278
 DL4278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4278.GEOID18 height accuracy estimate available here.
 DL4278
 DL4278.Click photographs - Photos may exist for this station.
 DL4278
 DL4278.The dynamic height is computed by dividing the NAVD 88
 DL4278.geopotential number by the normal gravity value computed on the
 DL4278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4278.degrees latitude (g = 980.6199 gals.).
 DL4278
 DL4278.The modeled gravity was interpolated from observed gravity values.
 DL4278
 DL4278;                    North         East    Units  Estimated Accuracy
 DL4278;SPC WI C     -    98,656.4     423,917.9     MT  (+/- 3 meters HH1 GPS) 
 DL4278
 DL4278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6163549864(NAD 83)
 DL4278
 DL4278                          SUPERSEDED SURVEY CONTROL
 DL4278
 DL4278.No superseded survey control is available for this station.
 DL4278
 DL4278_MARKER: DD = SURVEY DISK
 DL4278_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4278_SP_SET: BRIDGE ABUTMENT
 DL4278_STAMPING: 5B46 2005
 DL4278_MARK LOGO: WIDT
 DL4278_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4278+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 DL4278
 DL4278  HISTORY     - Date     Condition        Report By
 DL4278  HISTORY     - 2005     MONUMENTED       WIDT
 DL4278  HISTORY     - 20070814 GOOD             WIDT
 DL4278
 DL4278                          STATION DESCRIPTION
 DL4278
 DL4278'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4278'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF EL PASO,
 DL4278'5.1 MI (8.2 KM) NORTH-NORTHWEST OF PLUM CITY AND 2.6 MI (4.2 KM)
 DL4278'SOUTHEAST OF WAVERLY.
 DL4278'
 DL4278'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DL4278'HIGHWAY CLOSING CORNER ABOUT 4 MI (6.4 KM) NORTHWEST OF THE VILLAGE OF
 DL4278'PLUM CITY, GO NORTH ON COUNTY HIGHWAY CLOSING CORNER FOR 3.0 MI (4.8
 DL4278'KM) TO COUNTY HIGHWAY HH TURN RIGHT AND GO EAST ON COUNTY HIGHWAY HH
 DL4278'FOR 1.7 MI (2.7 KM) TO A BRIDGE OVER ROCK ELM CREEK AND THE STATION ON
 DL4278'THE RIGHT.
 DL4278'
 DL4278'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4278'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DL4278'OF THE WEST ABUTMENT OF BRIDGE NUMBER B-47-57-82, 4.8 M (15.7 FT)
 DL4278'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY HH AND ABOUT LEVEL WITH THE
 DL4278'HIGHWAY PAVEMENT.
 DL4278'
 DL4278'NOTE-NO WITNESS POST SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4281 ***********************************************************************
 DL4281  DESIGNATION -  5B48
 DL4281  PID         -  DL4281
 DL4281  STATE/COUNTY-  WI/DUNN
 DL4281  COUNTRY     -  US
 DL4281  USGS QUAD   -  PLUM CITY (2018)
 DL4281
 DL4281                         *CURRENT SURVEY CONTROL
 DL4281  ______________________________________________________________________
 DL4281* NAD 83(1986) POSITION- 44 41 55.28   (N) 092 07 38.70   (W)   HD_HELD1
 DL4281* NAVD 88 ORTHO HEIGHT -   368.370 (meters)     1208.56  (feet) ADJUSTED
 DL4281  ______________________________________________________________________
 DL4281  GEOID HEIGHT    -        -30.410 (meters)                     GEOID18
 DL4281  DYNAMIC HEIGHT  -        368.325 (meters)     1208.41  (feet) COMP
 DL4281  MODELED GRAVITY -    980,482.8   (mgal)                       NAVD 88
 DL4281
 DL4281  VERT ORDER      -  SECOND    CLASS I
 DL4281
 DL4281.The horizontal coordinates were determined by differentially corrected
 DL4281.hand held GPS observations or other comparable positioning techniques
 DL4281.and have an estimated accuracy of +/- 3 meters.
 DL4281
 DL4281.The orthometric height was determined by differential leveling and
 DL4281.adjusted by the WI DEPT OF TRANSP
 DL4281.in May 2012.
 DL4281
 DL4281.No vertical observational check was made to the station.
 DL4281
 DL4281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4281.GEOID18 height accuracy estimate available here.
 DL4281
 DL4281.Click photographs - Photos may exist for this station.
 DL4281
 DL4281.The dynamic height is computed by dividing the NAVD 88
 DL4281.geopotential number by the normal gravity value computed on the
 DL4281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4281.degrees latitude (g = 980.6199 gals.).
 DL4281
 DL4281.The modeled gravity was interpolated from observed gravity values.
 DL4281
 DL4281;                    North         East    Units  Estimated Accuracy
 DL4281;SPC WI C     -    98,365.2     431,411.6     MT  (+/- 3 meters HH1 GPS) 
 DL4281
 DL4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6913249849(NAD 83)
 DL4281
 DL4281                          SUPERSEDED SURVEY CONTROL
 DL4281
 DL4281.No superseded survey control is available for this station.
 DL4281
 DL4281_MARKER: DD = SURVEY DISK
 DL4281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4281_STAMPING: 5B48 2005
 DL4281_MARK LOGO: WIDT
 DL4281_PROJECTION: FLUSH
 DL4281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4281+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 DL4281
 DL4281  HISTORY     - Date     Condition        Report By
 DL4281  HISTORY     - 2004     MONUMENTED       WIDT
 DL4281  HISTORY     - 20070813 GOOD             WIDT
 DL4281
 DL4281                          STATION DESCRIPTION
 DL4281
 DL4281'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4281'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-SOUTHEAST OF
 DL4281'WAVERLY, 6.5 MI (10.5 KM) NORTHWEST OF ARKANSAW AND 5.8 MI (9.3 KM)
 DL4281'NORTH-NORTHEAST OF PLUM CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4281'
 DL4281'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S WITH COUNTY
 DL4281'HIGHWAY X TO THE EAST AND 430TH AVENUE TO THE WEST ABOUT 6 MI (9.7 KM)
 DL4281'SOUTH OF THE VILLAGE OF ELMWOOD, GO EAST ON COUNTY HIGHWAY X FOR 1.5
 DL4281'MI (2.4 KM) TO COUNTY HIGHWAY X ON THE LEFT AND COUNTY HIGHWAY XX
 DL4281'STRAIGHT AHEAD.  TURN LEFT AND GO NORTH ON COUNTY HIGHWAY X (COUNTY
 DL4281'HIGHWAY Z IN DUNN COUNTY) FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF 450TH
 DL4281'AVENUE TO THE LEFT, 50TH STREET STRAIGHT AHEAD ON COUNTY HIGHWAY Z TO
 DL4281'THE RIGHT.  TURN RIGHT AND GO EAST ON COUNTY HIGHWAY Z FOR 0.35 MI
 DL4281'(0.6 KM) TO THE STATION ON THE RIGHT.
 DL4281'
 DL4281'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4281'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4281'INCH) DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) HIGHER THAN THE
 DL4281'HIGHWAY PAVEMENT, 13.5 M (44.3 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DL4281'HIGHWAY Z, 43.9 M (144.0 FT) SOUTHEAST OF A POWER POLE, 14 M (45.9 FT)
 DL4281'WEST OF A FIELD ENTRANCE, 3 M (9.8 FT) NORTH OF AN AGRICULTURAL FIELD
 DL4281'AND 1.0 M (3.3 FT) SOUTH, NORTHEAST AND NORTHWEST OF A WHITE PLASTIC
 DL4281'WITNESS POST.
 DL4281'
 DL4281'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4281'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4282 ***********************************************************************
 DL4282  DESIGNATION -  5B49
 DL4282  PID         -  DL4282
 DL4282  STATE/COUNTY-  WI/DUNN
 DL4282  COUNTRY     -  US
 DL4282  USGS QUAD   -  ARKANSAW (2018)
 DL4282
 DL4282                         *CURRENT SURVEY CONTROL
 DL4282  ______________________________________________________________________
 DL4282* NAD 83(1986) POSITION- 44 41 54.65   (N) 092 05 14.09   (W)   HD_HELD1
 DL4282* NAVD 88 ORTHO HEIGHT -   361.590 (meters)     1186.32  (feet) ADJUSTED
 DL4282  ______________________________________________________________________
 DL4282  GEOID HEIGHT    -        -30.434 (meters)                     GEOID18
 DL4282  DYNAMIC HEIGHT  -        361.548 (meters)     1186.18  (feet) COMP
 DL4282  MODELED GRAVITY -    980,490.6   (mgal)                       NAVD 88
 DL4282
 DL4282  VERT ORDER      -  SECOND    CLASS I
 DL4282
 DL4282.The horizontal coordinates were determined by differentially corrected
 DL4282.hand held GPS observations or other comparable positioning techniques
 DL4282.and have an estimated accuracy of +/- 3 meters.
 DL4282
 DL4282.The orthometric height was determined by differential leveling and
 DL4282.adjusted by the WI DEPT OF TRANSP
 DL4282.in May 2012.
 DL4282
 DL4282.No vertical observational check was made to the station.
 DL4282
 DL4282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4282.GEOID18 height accuracy estimate available here.
 DL4282
 DL4282.Click photographs - Photos may exist for this station.
 DL4282
 DL4282.The dynamic height is computed by dividing the NAVD 88
 DL4282.geopotential number by the normal gravity value computed on the
 DL4282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4282.degrees latitude (g = 980.6199 gals.).
 DL4282
 DL4282.The modeled gravity was interpolated from observed gravity values.
 DL4282
 DL4282;                    North         East    Units  Estimated Accuracy
 DL4282;SPC WI C     -    98,263.2     434,593.6     MT  (+/- 3 meters HH1 GPS) 
 DL4282
 DL4282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7231549865(NAD 83)
 DL4282
 DL4282                          SUPERSEDED SURVEY CONTROL
 DL4282
 DL4282.No superseded survey control is available for this station.
 DL4282
 DL4282_MARKER: DD = SURVEY DISK
 DL4282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4282_STAMPING: 5B49 2005
 DL4282_MARK LOGO: WIDT
 DL4282_PROJECTION: FLUSH
 DL4282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4282+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DL4282
 DL4282  HISTORY     - Date     Condition        Report By
 DL4282  HISTORY     - 2004     MONUMENTED       WIDT
 DL4282  HISTORY     - 20070808 GOOD             WIDT
 DL4282
 DL4282                          STATION DESCRIPTION
 DL4282
 DL4282'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4282'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHWEST OF DURAND, 7.1
 DL4282'MI (11.4 KM) NORTHEAST OF PLUM CITY AND 5.3 MI (8.5 KM)
 DL4282'NORTH-NORTHWEST OF ARKANSAW.
 DL4282'
 DL4282'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D AND COUNTY
 DL4282'HIGHWAY Z NORTH WITH COUNTY HIGHWAY Z WEST IN THE COMMUNITY OF EAU
 DL4282'GALLE ABOUT 13 MI (20.9 KM) SOUTH SOUTHWEST OF THE CITY OF MENOMONIE,
 DL4282'GO SOUTHWEST THEN WEST ON COUNTY HIGHWAY Z WEST FOR 2.1 MI (3.4 KM) TO
 DL4282'THE JUNCTION OF COUNTY HIGHWAY Z TO THE NORTH WITH COUNTY HIGHWAY X TO
 DL4282'THE SOUTH, TURN RIGHT AND GO NORTHERLY ON COUNTY HIGHWAY Z FOR 0.6 MI
 DL4282'(1.0 KM) TO 50TH AVENUE ON THE RIGHT, CONTINUE WESTERLY ON COUNTY
 DL4282'HIGHWAY Z FOR 1.9 MI (3.1 KM) TO THE STATION ON THE LEFT.
 DL4282'
 DL4282'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4282'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4282'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DL4282'LEVEL WITH THE HIGHWAY PAVEMENT.
 DL4282'
 DL4282'THE STATION IS 10.5 M (34.4 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DL4282'HIGHWAY Z, 50.5 M (165.7 FT) SOUTHWEST OF A POWER POLE --8327 MM59--,
 DL4282'46.3 M (151.9 FT) SOUTHEAST OF A POWER POLE --8327 MM59--, 2 M (6.6
 DL4282'FT) NORTH OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) SOUTH,
 DL4282'NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4282'
 DL4282'NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL4282'15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTHEAST
 DL4282'EXTENDING 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4284 ***********************************************************************
 DL4284  DESIGNATION -  5B50
 DL4284  PID         -  DL4284
 DL4284  STATE/COUNTY-  WI/DUNN
 DL4284  COUNTRY     -  US
 DL4284  USGS QUAD   -  ARKANSAW (2018)
 DL4284
 DL4284                         *CURRENT SURVEY CONTROL
 DL4284  ______________________________________________________________________
 DL4284* NAD 83(1986) POSITION- 44 41 02.51   (N) 092 01 42.18   (W)   HD_HELD1
 DL4284* NAVD 88 ORTHO HEIGHT -   233.295 (meters)      765.40  (feet) ADJUSTED
 DL4284  ______________________________________________________________________
 DL4284  GEOID HEIGHT    -        -30.467 (meters)                     GEOID18
 DL4284  DYNAMIC HEIGHT  -        233.271 (meters)      765.32  (feet) COMP
 DL4284  MODELED GRAVITY -    980,509.2   (mgal)                       NAVD 88
 DL4284
 DL4284  VERT ORDER      -  SECOND    CLASS I
 DL4284
 DL4284.The horizontal coordinates were determined by differentially corrected
 DL4284.hand held GPS observations or other comparable positioning techniques
 DL4284.and have an estimated accuracy of +/- 3 meters.
 DL4284
 DL4284.The orthometric height was determined by differential leveling and
 DL4284.adjusted by the WI DEPT OF TRANSP
 DL4284.in May 2012.
 DL4284
 DL4284.No vertical observational check was made to the station.
 DL4284
 DL4284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4284.GEOID18 height accuracy estimate available here.
 DL4284
 DL4284.Click photographs - Photos may exist for this station.
 DL4284
 DL4284.The dynamic height is computed by dividing the NAVD 88
 DL4284.geopotential number by the normal gravity value computed on the
 DL4284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4284.degrees latitude (g = 980.6199 gals.).
 DL4284
 DL4284.The modeled gravity was interpolated from observed gravity values.
 DL4284
 DL4284;                    North         East    Units  Estimated Accuracy
 DL4284;SPC WI C     -    96,536.1     439,217.2     MT  (+/- 3 meters HH1 GPS) 
 DL4284
 DL4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7699848310(NAD 83)
 DL4284
 DL4284                          SUPERSEDED SURVEY CONTROL
 DL4284
 DL4284.No superseded survey control is available for this station.
 DL4284
 DL4284_MARKER: DD = SURVEY DISK
 DL4284_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4284_SP_SET: BRIDGE ABUTMENT
 DL4284_STAMPING: 5B50 2005
 DL4284_MARK LOGO: WIDT
 DL4284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4284+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DL4284
 DL4284  HISTORY     - Date     Condition        Report By
 DL4284  HISTORY     - 2005     MONUMENTED       WIDT
 DL4284  HISTORY     - 20070807 GOOD             WIDT
 DL4284
 DL4284                          STATION DESCRIPTION
 DL4284
 DL4284'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4284'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTHWEST OF DURAND, 3.5
 DL4284'MI (5.6 KM) NORTH OF ARKANSAW AND 1.0 MI (1.6 KM) SOUTHWEST OF EAU
 DL4284'GALLE.
 DL4284'
 DL4284'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DL4284'HIGHWAY Z SOUTH IN THE COMMUNITY OF EAU GALLE ABOUT 4.5 MI (7.2 KM)
 DL4284'NORTH OF THE CITY OF DURAND, GO SOUTH ON COUNTY HIGHWAY Z FOR 1.1 MI
 DL4284'(1.8 KM) TO A BRIDGE OVER THE MISSOURI CREEK AND THE STATION ON THE
 DL4284'RIGHT.
 DL4284'
 DL4284'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4284'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DL4284'OF THE EAST ABUTMENT OF BRIDGE NUMBER B-17-184, ABOUT LEVEL WITH THE
 DL4284'HIGHWAY PAVEMENT, 5.2 M (17.1 FT) NORTH OF THE CENTERLINE OF COUNTY
 DL4284'HIGHWAY Z AND 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4285 ***********************************************************************
 DL4285  DESIGNATION -  5B51
 DL4285  PID         -  DL4285
 DL4285  STATE/COUNTY-  WI/DUNN
 DL4285  COUNTRY     -  US
 DL4285  USGS QUAD   -  ARKANSAW (2018)
 DL4285
 DL4285                         *CURRENT SURVEY CONTROL
 DL4285  ______________________________________________________________________
 DL4285* NAD 83(1986) POSITION- 44 41 31.80   (N) 092 00 40.77   (W)   HD_HELD1
 DL4285* NAVD 88 ORTHO HEIGHT -   232.112 (meters)      761.52  (feet) ADJUSTED
 DL4285  ______________________________________________________________________
 DL4285  GEOID HEIGHT    -        -30.486 (meters)                     GEOID18
 DL4285  DYNAMIC HEIGHT  -        232.088 (meters)      761.44  (feet) COMP
 DL4285  MODELED GRAVITY -    980,510.7   (mgal)                       NAVD 88
 DL4285
 DL4285  VERT ORDER      -  SECOND    CLASS I
 DL4285
 DL4285.The horizontal coordinates were determined by differentially corrected
 DL4285.hand held GPS observations or other comparable positioning techniques
 DL4285.and have an estimated accuracy of +/- 3 meters.
 DL4285
 DL4285.The orthometric height was determined by differential leveling and
 DL4285.adjusted by the WI DEPT OF TRANSP
 DL4285.in May 2012.
 DL4285
 DL4285.No vertical observational check was made to the station.
 DL4285
 DL4285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4285.GEOID18 height accuracy estimate available here.
 DL4285
 DL4285.Click photographs - Photos may exist for this station.
 DL4285
 DL4285.The dynamic height is computed by dividing the NAVD 88
 DL4285.geopotential number by the normal gravity value computed on the
 DL4285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4285.degrees latitude (g = 980.6199 gals.).
 DL4285
 DL4285.The modeled gravity was interpolated from observed gravity values.
 DL4285
 DL4285;                    North         East    Units  Estimated Accuracy
 DL4285;SPC WI C     -    97,406.2     440,591.5     MT  (+/- 3 meters HH1 GPS) 
 DL4285
 DL4285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7833849230(NAD 83)
 DL4285
 DL4285                          SUPERSEDED SURVEY CONTROL
 DL4285
 DL4285.No superseded survey control is available for this station.
 DL4285
 DL4285_MARKER: DD = SURVEY DISK
 DL4285_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4285_SP_SET: BRIDGE ABUTMENT
 DL4285_STAMPING: 5B51 2005
 DL4285_MARK LOGO: WIDT
 DL4285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4285+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DL4285
 DL4285  HISTORY     - Date     Condition        Report By
 DL4285  HISTORY     - 2005     MONUMENTED       WIDT
 DL4285  HISTORY     - 20070807 GOOD             WIDT
 DL4285
 DL4285                          STATION DESCRIPTION
 DL4285
 DL4285'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4285'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTH-NORTHWEST OF
 DL4285'DURAND, 4.1 MI (6.6 KM) NORTH-NORTHEAST OF ARKANSAW AND IN THE TOWN OF
 DL4285'EAU GALLE, WI.
 DL4285'
 DL4285'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DL4285'HIGHWAY Z SOUTH IN THE COMMUNITY OF EAU GALLE ABOUT 4.5 MI (7.2 KM)
 DL4285'NORTH OF THE CITY OF DURAND, GO EAST ON COUNTY HIGHWAY D FOR 0.05 MI
 DL4285'(0.1 KM) TO THE BRIDGE OVER THE EAU GALLE RIVER AND THE STATION ON THE
 DL4285'RIGHT.
 DL4285'
 DL4285'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4285'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DL4285'OF THE WEST ABUTMENT OF BRIDGE NUMBER B-17-153-97, ABOUT LEVEL WITH
 DL4285'THE HIGHWAY PAVEMENT, 5.8 M (19.0 FT) SOUTH OF THE CENTERLINE OF
 DL4285'COUNTY HIGHWAY D AND 0.5 M (1.6 FT) EAST OF A WHITE PLASTIC WITNESS
 DL4285'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4286 ***********************************************************************
 DL4286  DESIGNATION -  5B52
 DL4286  PID         -  DL4286
 DL4286  STATE/COUNTY-  WI/PEPIN
 DL4286  COUNTRY     -  US
 DL4286  USGS QUAD   -  DURAND NORTH (2018)
 DL4286
 DL4286                         *CURRENT SURVEY CONTROL
 DL4286  ______________________________________________________________________
 DL4286* NAD 83(1986) POSITION- 44 40 07.78   (N) 091 59 14.93   (W)   HD_HELD1
 DL4286* NAVD 88 ORTHO HEIGHT -   251.102 (meters)      823.82  (feet) ADJUSTED
 DL4286  ______________________________________________________________________
 DL4286  GEOID HEIGHT    -        -30.485 (meters)                     GEOID18
 DL4286  DYNAMIC HEIGHT  -        251.078 (meters)      823.75  (feet) COMP
 DL4286  MODELED GRAVITY -    980,512.2   (mgal)                       NAVD 88
 DL4286
 DL4286  VERT ORDER      -  SECOND    CLASS I
 DL4286
 DL4286.The horizontal coordinates were determined by differentially corrected
 DL4286.hand held GPS observations or other comparable positioning techniques
 DL4286.and have an estimated accuracy of +/- 3 meters.
 DL4286
 DL4286.The orthometric height was determined by differential leveling and
 DL4286.adjusted by the WI DEPT OF TRANSP
 DL4286.in May 2012.
 DL4286
 DL4286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4286.GEOID18 height accuracy estimate available here.
 DL4286
 DL4286.Click photographs - Photos may exist for this station.
 DL4286
 DL4286.The dynamic height is computed by dividing the NAVD 88
 DL4286.geopotential number by the normal gravity value computed on the
 DL4286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4286.degrees latitude (g = 980.6199 gals.).
 DL4286
 DL4286.The modeled gravity was interpolated from observed gravity values.
 DL4286
 DL4286;                    North         East    Units  Estimated Accuracy
 DL4286;SPC WI C     -    94,767.1     442,417.4     MT  (+/- 3 meters HH1 GPS) 
 DL4286
 DL4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8026046661(NAD 83)
 DL4286
 DL4286                          SUPERSEDED SURVEY CONTROL
 DL4286
 DL4286.No superseded survey control is available for this station.
 DL4286
 DL4286_MARKER: DD = SURVEY DISK
 DL4286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4286_STAMPING: 5B52 2005
 DL4286_MARK LOGO: WIDT
 DL4286_PROJECTION: FLUSH
 DL4286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4286+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2007
 DL4286
 DL4286  HISTORY     - Date     Condition        Report By
 DL4286  HISTORY     - 2004     MONUMENTED       WIDT
 DL4286  HISTORY     - 20070806 GOOD             WIDT
 DL4286
 DL4286                          STATION DESCRIPTION
 DL4286
 DL4286'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4286'THE STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTHEAST OF ARKANSAW,
 DL4286'3.1 MI (5.0 KM) NORTH-NORTHWEST OF DURAND AND 2.0 MI (3.2 KM)
 DL4286'SOUTHEAST OF EAU GALLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4286'
 DL4286'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DL4286'HIGHWAY D ABOUT 2 MI (3.2 KM) NORTHWEST OF THE CITY OF DURAND, GO
 DL4286'NORTH ON COUNTY HIGHWAY D FOR 1.8 MI (2.9 KM) TO DRYSEE LANE ON THE
 DL4286'LEFT AND INGRAM ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON INGRAM
 DL4286'ROAD FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DL4286'
 DL4286'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4286'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4286'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4286'6.8 M (22.3 FT) SOUTH OF THE CENTERLINE OF INGRAM ROAD, 86 M (282.2
 DL4286'FT) WEST OF A METAL POST FOR A SNOWMOBILE CROSSING SIGN, 1 M (3.3 FT)
 DL4286'NORTH OF AN AGRICULTURAL FIELD AND 1.0 M (3.3 FT) SOUTH, NORTHEAST AND
 DL4286'NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4286'
 DL4286'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4286'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4118 ***********************************************************************
 DL4118  DESIGNATION -  5B53
 DL4118  PID         -  DL4118
 DL4118  STATE/COUNTY-  WI/PIERCE
 DL4118  COUNTRY     -  US
 DL4118  USGS QUAD   -  SPRING VALLEY (2018)
 DL4118
 DL4118                         *CURRENT SURVEY CONTROL
 DL4118  ______________________________________________________________________
 DL4118* NAD 83(1986) POSITION- 44 50 28.32   (N) 092 14 14.25   (W)   HD_HELD1
 DL4118* NAVD 88 ORTHO HEIGHT -   282.315 (meters)      926.23  (feet) ADJUSTED
 DL4118  ______________________________________________________________________
 DL4118  GEOID HEIGHT    -        -30.560 (meters)                     GEOID18
 DL4118  DYNAMIC HEIGHT  -        282.277 (meters)      926.10  (feet) COMP
 DL4118  MODELED GRAVITY -    980,476.0   (mgal)                       NAVD 88
 DL4118
 DL4118  VERT ORDER      -  SECOND    CLASS I
 DL4118
 DL4118.The horizontal coordinates were determined by differentially corrected
 DL4118.hand held GPS observations or other comparable positioning techniques
 DL4118.and have an estimated accuracy of +/- 3 meters.
 DL4118
 DL4118.The orthometric height was determined by differential leveling and
 DL4118.adjusted by the WI DEPT OF TRANSP
 DL4118.in May 2012.
 DL4118
 DL4118.No vertical observational check was made to the station.
 DL4118
 DL4118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4118.GEOID18 height accuracy estimate available here.
 DL4118
 DL4118.Click photographs - Photos may exist for this station.
 DL4118
 DL4118.The dynamic height is computed by dividing the NAVD 88
 DL4118.geopotential number by the normal gravity value computed on the
 DL4118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4118.degrees latitude (g = 980.6199 gals.).
 DL4118
 DL4118.The modeled gravity was interpolated from observed gravity values.
 DL4118
 DL4118;                    North         East    Units  Estimated Accuracy
 DL4118;SPC WI C     -   114,429.2     423,142.9     MT  (+/- 3 meters HH1 GPS) 
 DL4118
 DL4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6027865592(NAD 83)
 DL4118
 DL4118                          SUPERSEDED SURVEY CONTROL
 DL4118
 DL4118.No superseded survey control is available for this station.
 DL4118
 DL4118_MARKER: DD = SURVEY DISK
 DL4118_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4118_SP_SET: BRIDGE ABUTMENT
 DL4118_STAMPING: 5B53 2005
 DL4118_MARK LOGO: WIDT
 DL4118_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4118+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DL4118
 DL4118  HISTORY     - Date     Condition        Report By
 DL4118  HISTORY     - 2005     MONUMENTED       WIDT
 DL4118  HISTORY     - 20070622 GOOD             WIDT
 DL4118  HISTORY     - 20120827 GOOD             WIDT
 DL4118
 DL4118                          STATION DESCRIPTION
 DL4118
 DL4118'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4118'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL4118'HIGHWAY B ON THE EAST SIDE OF THE VILLAGE OF SPRING VALLEY, GO SOUTH,
 DL4118'THEN WEST ON STATE HIGHWAY 29 FOR 0.5 MI (0.8 KM) TO A BRIDGE OVER THE
 DL4118'EAU GALLE RIVER AND THE STATION ON THE LEFT.
 DL4118'
 DL4118'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4118'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DL4118'OF THE EAST ABUTMENT OF BRIDGE NUMBER B-47-775-96,  5.8 M (19.0 FT)
 DL4118'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 29 AND ABOUT LEVEL WITH THE
 DL4118'HIGHWAY PAVEMENT.
 DL4118'
 DL4118'NOTE-NO WITNESS POST SET WITH THE STATION.
 DL4118
 DL4118                          STATION RECOVERY (2012)
 DL4118
 DL4118'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4118'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4115 ***********************************************************************
 DL4115  DESIGNATION -  5B55
 DL4115  PID         -  DL4115
 DL4115  STATE/COUNTY-  WI/ST CROIX
 DL4115  COUNTRY     -  US
 DL4115  USGS QUAD   -  SPRING VALLEY (2018)
 DL4115
 DL4115                         *CURRENT SURVEY CONTROL
 DL4115  ______________________________________________________________________
 DL4115* NAD 83(1986) POSITION- 44 52 27.8    (N) 092 09 23.2    (W)   HD_HELD2
 DL4115* NAVD 88 ORTHO HEIGHT -   371.133 (meters)     1217.63  (feet) ADJUSTED
 DL4115  ______________________________________________________________________
 DL4115  GEOID HEIGHT    -        -30.619 (meters)                     GEOID18
 DL4115  DYNAMIC HEIGHT  -        371.083 (meters)     1217.46  (feet) COMP
 DL4115  MODELED GRAVITY -    980,473.0   (mgal)                       NAVD 88
 DL4115
 DL4115  VERT ORDER      -  SECOND    CLASS I
 DL4115
 DL4115.The horizontal coordinates were established by autonomous hand held GPS
 DL4115.observations and have an estimated accuracy of +/- 10 meters.
 DL4115
 DL4115.The orthometric height was determined by differential leveling and
 DL4115.adjusted by the WI DEPT OF TRANSP
 DL4115.in May 2012.
 DL4115
 DL4115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4115.GEOID18 height accuracy estimate available here.
 DL4115
 DL4115.Click photographs - Photos may exist for this station.
 DL4115
 DL4115.The dynamic height is computed by dividing the NAVD 88
 DL4115.geopotential number by the normal gravity value computed on the
 DL4115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4115.degrees latitude (g = 980.6199 gals.).
 DL4115
 DL4115.The modeled gravity was interpolated from observed gravity values.
 DL4115
 DL4115;                    North         East    Units  Estimated Accuracy
 DL4115;SPC WI C     -   117,943.      429,630.      MT  (+/- 10 meters HH2 GPS)
 DL4115
 DL4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6663069342(NAD 83)
 DL4115
 DL4115                          SUPERSEDED SURVEY CONTROL
 DL4115
 DL4115.No superseded survey control is available for this station.
 DL4115
 DL4115_MARKER: DD = SURVEY DISK
 DL4115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4115_STAMPING: 5B55 2005
 DL4115_MARK LOGO: WIDT
 DL4115_PROJECTION: FLUSH
 DL4115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4115+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 DL4115
 DL4115  HISTORY     - Date     Condition        Report By
 DL4115  HISTORY     - 2004     MONUMENTED       WIDT
 DL4115  HISTORY     - 20070621 GOOD             WIDT
 DL4115  HISTORY     - 20120709 GOOD             WIDT
 DL4115
 DL4115                          STATION DESCRIPTION
 DL4115
 DL4115'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4115'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF WESTON, 5.5
 DL4115'MI (8.8 KM) SOUTH OF WILSON AND 4.5 MI (7.2 KM) EAST-NORTHEAST OF
 DL4115'SPRING VALLEY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4115'
 DL4115'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DL4115'HIGHWAY 128 ABOUT 3 MI (4.8 KM) NORTHEAST OF THE VILLAGE OF SPRING
 DL4115'VALLEY, GO EAST ON STATE HIGHWAY 29 FOR 2.0 MI (3.2 KM) TO 320TH
 DL4115'STREET, TURN LEFT AND GO NORTH ON 320TH STREET FOR 0.15 MI (0.2 KM) TO
 DL4115'THE STATION ON THE RIGHT.
 DL4115'
 DL4115'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4115'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4115'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 9.8 M
 DL4115'(32.2 FT) EAST OF THE CENTERLINE OF 320TH STREET, 4 M (13.1 FT) SOUTH
 DL4115'OF A FIELD ENTRANCE, 1 M (3.3 FT) WEST OF A BARBED WIRE FENCE, AND 1.0
 DL4115'M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DL4115'POST.
 DL4115'
 DL4115'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4115'DEGREES ABOVE THE HORIZON.
 DL4115
 DL4115                          STATION RECOVERY (2012)
 DL4115
 DL4115'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4115'RECOVERED AS DESCRIBED---NOTE---OBSTRUCTIONS TO THE SOUTHWEST, BARN UP
 DL4115'TO 20  AND A SILO UP TO 30  ON THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4113 ***********************************************************************
 DL4113  DESIGNATION -  5B56
 DL4113  PID         -  DL4113
 DL4113  STATE/COUNTY-  WI/DUNN
 DL4113  COUNTRY     -  US
 DL4113  USGS QUAD   -  KNAPP (2018)
 DL4113
 DL4113                         *CURRENT SURVEY CONTROL
 DL4113  ______________________________________________________________________
 DL4113* NAD 83(1986) POSITION- 44 53 11.33   (N) 092 05 01.56   (W)   HD_HELD1
 DL4113* NAVD 88 ORTHO HEIGHT -   281.551 (meters)      923.72  (feet) ADJUSTED
 DL4113  ______________________________________________________________________
 DL4113  GEOID HEIGHT    -        -30.661 (meters)                     GEOID18
 DL4113  DYNAMIC HEIGHT  -        281.515 (meters)      923.60  (feet) COMP
 DL4113  MODELED GRAVITY -    980,483.5   (mgal)                       NAVD 88
 DL4113
 DL4113  VERT ORDER      -  SECOND    CLASS I
 DL4113
 DL4113.The horizontal coordinates were determined by differentially corrected
 DL4113.hand held GPS observations or other comparable positioning techniques
 DL4113.and have an estimated accuracy of +/- 3 meters.
 DL4113
 DL4113.The orthometric height was determined by differential leveling and
 DL4113.adjusted by the WI DEPT OF TRANSP
 DL4113.in May 2012.
 DL4113
 DL4113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4113.GEOID18 height accuracy estimate available here.
 DL4113
 DL4113.Click photographs - Photos may exist for this station.
 DL4113
 DL4113.The dynamic height is computed by dividing the NAVD 88
 DL4113.geopotential number by the normal gravity value computed on the
 DL4113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4113.degrees latitude (g = 980.6199 gals.).
 DL4113
 DL4113.The modeled gravity was interpolated from observed gravity values.
 DL4113
 DL4113;                    North         East    Units  Estimated Accuracy
 DL4113;SPC WI C     -   119,136.3     435,405.3     MT  (+/- 3 meters HH1 GPS) 
 DL4113
 DL4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7235570748(NAD 83)
 DL4113
 DL4113                          SUPERSEDED SURVEY CONTROL
 DL4113
 DL4113.No superseded survey control is available for this station.
 DL4113
 DL4113_MARKER: DD = SURVEY DISK
 DL4113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4113_SP_SET: PARAPET
 DL4113_STAMPING: 5B56 2005
 DL4113_MARK LOGO: WIDT
 DL4113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4113+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 DL4113
 DL4113  HISTORY     - Date     Condition        Report By
 DL4113  HISTORY     - 2005     MONUMENTED       WIDT
 DL4113  HISTORY     - 20070620 GOOD             WIDT
 DL4113
 DL4113                          STATION DESCRIPTION
 DL4113
 DL4113'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4113'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF WILSON, 5.1
 DL4113'MI (8.2 KM) NORTH OF WESTON AND 4.8 MI (7.7 KM) SOUTH OF KNAPP.
 DL4113'
 DL4113'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL4113'HIGHWAY N ABOUT 8 MI (12.9 KM) WEST OF THE CITY OF MENOMONIE, GO WEST
 DL4113'ON STATE HIGHWAY 29 FOR 0.2 MI (0.3 KM) TO A BRIDGE OVER GILBERT CREEK
 DL4113'AND THE STATION ON THE RIGHT.
 DL4113'
 DL4113'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4113'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH
 DL4113'PARAPET WALL OF THE WEST ABUTMENT OF BRIDGE NUMBER B-17-75-69, 6.2 M
 DL4113'(20.3 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 29 AND ABOUT 1 M
 DL4113'(3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4111 ***********************************************************************
 DL4111  DESIGNATION -  5B57
 DL4111  PID         -  DL4111
 DL4111  STATE/COUNTY-  WI/DUNN
 DL4111  COUNTRY     -  US
 DL4111  USGS QUAD   -  KNAPP (2018)
 DL4111
 DL4111                         *CURRENT SURVEY CONTROL
 DL4111  ______________________________________________________________________
 DL4111* NAD 83(1986) POSITION- 44 53 45.03   (N) 092 00 02.39   (W)   HD_HELD1
 DL4111* NAVD 88 ORTHO HEIGHT -   271.382 (meters)      890.36  (feet) ADJUSTED
 DL4111  ______________________________________________________________________
 DL4111  GEOID HEIGHT    -        -30.692 (meters)                     GEOID18
 DL4111  DYNAMIC HEIGHT  -        271.353 (meters)      890.26  (feet) COMP
 DL4111  MODELED GRAVITY -    980,502.5   (mgal)                       NAVD 88
 DL4111
 DL4111  VERT ORDER      -  SECOND    CLASS I
 DL4111
 DL4111.The horizontal coordinates were determined by differentially corrected
 DL4111.hand held GPS observations or other comparable positioning techniques
 DL4111.and have an estimated accuracy of +/- 3 meters.
 DL4111
 DL4111.The orthometric height was determined by differential leveling and
 DL4111.adjusted by the WI DEPT OF TRANSP
 DL4111.in May 2012.
 DL4111
 DL4111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4111.GEOID18 height accuracy estimate available here.
 DL4111
 DL4111.Click photographs - Photos may exist for this station.
 DL4111
 DL4111.The dynamic height is computed by dividing the NAVD 88
 DL4111.geopotential number by the normal gravity value computed on the
 DL4111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4111.degrees latitude (g = 980.6199 gals.).
 DL4111
 DL4111.The modeled gravity was interpolated from observed gravity values.
 DL4111
 DL4111;                    North         East    Units  Estimated Accuracy
 DL4111;SPC WI C     -   120,011.1     441,993.8     MT  (+/- 3 meters HH1 GPS) 
 DL4111
 DL4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7890571865(NAD 83)
 DL4111
 DL4111                          SUPERSEDED SURVEY CONTROL
 DL4111
 DL4111.No superseded survey control is available for this station.
 DL4111
 DL4111_MARKER: DD = SURVEY DISK
 DL4111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4111_STAMPING: 5B57 2005
 DL4111_MARK LOGO: WIDT
 DL4111_PROJECTION: FLUSH
 DL4111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4111+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DL4111
 DL4111  HISTORY     - Date     Condition        Report By
 DL4111  HISTORY     - 2004     MONUMENTED       WIDT
 DL4111  HISTORY     - 20070717 GOOD             WIDT
 DL4111
 DL4111                          STATION DESCRIPTION
 DL4111
 DL4111'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4111'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF
 DL4111'WESTON, 5.5 MI (8.8 KM) SOUTHEAST OF KNAPP AND 4.2 MI (6.8 KM)
 DL4111'WEST-NORTHWEST OF MENOMONIE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4111'
 DL4111'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL4111'HIGHWAY K ABOUT 5 MI (8.0 KM) WEST-NORTHWEST OF THE CITY OF MENOMONIE,
 DL4111'GO EAST ON STATE HIGHWAY 29 FOR 0.7 MI (1.1 KM) FOR THE STATION ON THE
 DL4111'RIGHT.
 DL4111'
 DL4111'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4111'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4111'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4111'16.4 M (53.8 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 29, 11.4
 DL4111'EAST-NORTHEAST OF A WOOD POST FOR AN UNDERGROUND FIBER OPTIC CABLE
 DL4111'SIGN, 1.0 M (3.3 FT) SOUTH, NORTHEAST AND NORTHWEST OF A WHITE PLASTIC
 DL4111'WITNESS POST.
 DL4111'
 DL4111'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4111'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4106 ***********************************************************************
 DL4106  DESIGNATION -  5C03
 DL4106  PID         -  DL4106
 DL4106  STATE/COUNTY-  WI/DUNN
 DL4106  COUNTRY     -  US
 DL4106  USGS QUAD   -  RUSK (2018)
 DL4106
 DL4106                         *CURRENT SURVEY CONTROL
 DL4106  ______________________________________________________________________
 DL4106* NAD 83(1986) POSITION- 44 54 19.43   (N) 091 51 16.86   (W)   HD_HELD1
 DL4106* NAVD 88 ORTHO HEIGHT -   283.221 (meters)      929.20  (feet) ADJUSTED
 DL4106  ______________________________________________________________________
 DL4106  GEOID HEIGHT    -        -30.680 (meters)                     GEOID18
 DL4106  DYNAMIC HEIGHT  -        283.194 (meters)      929.11  (feet) COMP
 DL4106  MODELED GRAVITY -    980,513.7   (mgal)                       NAVD 88
 DL4106
 DL4106  VERT ORDER      -  SECOND    CLASS I
 DL4106
 DL4106.The horizontal coordinates were determined by differentially corrected
 DL4106.hand held GPS observations or other comparable positioning techniques
 DL4106.and have an estimated accuracy of +/- 3 meters.
 DL4106
 DL4106.The orthometric height was determined by differential leveling and
 DL4106.adjusted by the WI DEPT OF TRANSP
 DL4106.in May 2012.
 DL4106
 DL4106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4106.GEOID18 height accuracy estimate available here.
 DL4106
 DL4106.Click photographs - Photos may exist for this station.
 DL4106
 DL4106.The dynamic height is computed by dividing the NAVD 88
 DL4106.geopotential number by the normal gravity value computed on the
 DL4106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4106.degrees latitude (g = 980.6199 gals.).
 DL4106
 DL4106.The modeled gravity was interpolated from observed gravity values.
 DL4106
 DL4106;                    North         East    Units  Estimated Accuracy
 DL4106;SPC WI C     -   120,799.0     453,545.0     MT  (+/- 3 meters HH1 GPS) 
 DL4106
 DL4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9041673079(NAD 83)
 DL4106
 DL4106                          SUPERSEDED SURVEY CONTROL
 DL4106
 DL4106.No superseded survey control is available for this station.
 DL4106
 DL4106_MARKER: DD = SURVEY DISK
 DL4106_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4106_SP_SET: BRIDGE PARAPET
 DL4106_STAMPING: 5C03 2005
 DL4106_MARK LOGO: WIDT
 DL4106_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4106+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2007
 DL4106
 DL4106  HISTORY     - Date     Condition        Report By
 DL4106  HISTORY     - 2005     MONUMENTED       WIDT
 DL4106  HISTORY     - 20070712 GOOD             WIDT
 DL4106
 DL4106                          STATION DESCRIPTION
 DL4106
 DL4106'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4106'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH OF NORTON, 3.8 MI
 DL4106'(6.1 KM) EAST-NORTHEAST OF MENOMONIE AND 1.0 MI (1.6 KM) WEST OF RUSK
 DL4106'AT THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH COUNTY HIGHWAY B (EXIT
 DL4106'45).
 DL4106'
 DL4106'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4106'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST
 DL4106'PARAPET WALL OF THE NORTH ABUTMENT FOR THE NORTHBOUND COUNTY HIGHWAY B
 DL4106'BRIDGE NUMBER B-17-144-94, ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 DL4106'PAVEMENT, 5.0 M (16.4 FT) WEST OF THE CENTERLINE OF NORTHBOUND COUNTY
 DL4106'HIGHWAY B AND 0.2 M (0.7 FT) EAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4102 ***********************************************************************
 DL4102  DESIGNATION -  5C04
 DL4102  PID         -  DL4102
 DL4102  STATE/COUNTY-  WI/DUNN
 DL4102  COUNTRY     -  US
 DL4102  USGS QUAD   -  COLFAX SOUTH (2018)
 DL4102
 DL4102                         *CURRENT SURVEY CONTROL
 DL4102  ______________________________________________________________________
 DL4102* NAD 83(1986) POSITION- 44 54 14.87   (N) 091 44 37.88   (W)   HD_HELD1
 DL4102* NAVD 88 ORTHO HEIGHT -   283.076 (meters)      928.73  (feet) ADJUSTED
 DL4102  ______________________________________________________________________
 DL4102  GEOID HEIGHT    -        -30.652 (meters)                     GEOID18
 DL4102  DYNAMIC HEIGHT  -        283.052 (meters)      928.65  (feet) COMP
 DL4102  MODELED GRAVITY -    980,525.2   (mgal)                       NAVD 88
 DL4102
 DL4102  VERT ORDER      -  SECOND    CLASS I
 DL4102
 DL4102.The horizontal coordinates were determined by differentially corrected
 DL4102.hand held GPS observations or other comparable positioning techniques
 DL4102.and have an estimated accuracy of +/- 3 meters.
 DL4102
 DL4102.The orthometric height was determined by differential leveling and
 DL4102.adjusted by the WI DEPT OF TRANSP
 DL4102.in May 2012.
 DL4102
 DL4102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4102.GEOID18 height accuracy estimate available here.
 DL4102
 DL4102.Click photographs - Photos may exist for this station.
 DL4102
 DL4102.The dynamic height is computed by dividing the NAVD 88
 DL4102.geopotential number by the normal gravity value computed on the
 DL4102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4102.degrees latitude (g = 980.6199 gals.).
 DL4102
 DL4102.The modeled gravity was interpolated from observed gravity values.
 DL4102
 DL4102;                    North         East    Units  Estimated Accuracy
 DL4102;SPC WI C     -   120,464.4     462,292.1     MT  (+/- 3 meters HH1 GPS) 
 DL4102
 DL4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9916873068(NAD 83)
 DL4102
 DL4102                          SUPERSEDED SURVEY CONTROL
 DL4102
 DL4102.No superseded survey control is available for this station.
 DL4102
 DL4102_MARKER: DD = SURVEY DISK
 DL4102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4102_STAMPING: 5C04 2005
 DL4102_MARK LOGO: WIDT
 DL4102_PROJECTION: FLUSH
 DL4102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4102+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DL4102
 DL4102  HISTORY     - Date     Condition        Report By
 DL4102  HISTORY     - 2004     MONUMENTED       WIDT
 DL4102  HISTORY     - 20070724 GOOD             WIDT
 DL4102
 DL4102                          STATION DESCRIPTION
 DL4102
 DL4102'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4102'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF COLFAX, 4.4 MI
 DL4102'(7.1 KM) EAST OF RUSK AND 3.4 MI (5.5 KM) NORTHWEST OF ELK MOUND.
 DL4102'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4102'
 DL4102'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12, STATE HIGHWAY
 DL4102'29, AND STATE HIGHWAY 40 (EXIT 61) ABOUT 1.5 MI (2.4 KM) NORTHWEST OF
 DL4102'THE VILLAGE OF ELK MOUND, GO NORTHWEST ON STATE HIGHWAY 40 FOR 1.0 MI
 DL4102'(1.6 KM) TO 620TH AVENUE (PATRICK ROAD) ON THE LEFT, TURN LEFT AND GO
 DL4102'WEST ON 620TH AVENUE (PATRICK ROAD) FOR 0.95 MI (1.5 KM) TO 830TH
 DL4102'STREET (PLEASANT VALLEY ROAD) ON THE RIGHT, TURN RIGHT AND GO NORTH
 DL4102'ABOUT 100 FT (30.5 M) TO THE STATION ON THE RIGHT.
 DL4102'
 DL4102'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4102'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4102'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 8.8 M
 DL4102'(28.9 FT) EAST OF THE CENTERLINE OF 830TH (PLEASANT VALLEY ROAD), 33.7
 DL4102'M (110.6 FT) NORTH OF THE CENTERLINE OF 620TH AVENUE (PATRICK ROAD), 5
 DL4102'M (16.4 FT) SOUTH OF THE CENTER OF A PRIVATE ENTRANCE NUMBER N6211,
 DL4102'1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC
 DL4102'WITNESS POST.
 DL4102'
 DL4102'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4102'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4101 ***********************************************************************
 DL4101  DESIGNATION -  5C05
 DL4101  PID         -  DL4101
 DL4101  STATE/COUNTY-  WI/DUNN
 DL4101  COUNTRY     -  US
 DL4101  USGS QUAD   -  COLFAX SOUTH (2018)
 DL4101
 DL4101                         *CURRENT SURVEY CONTROL
 DL4101  ______________________________________________________________________
 DL4101* NAD 83(1986) POSITION- 44 53 27.46   (N) 091 42 48.90   (W)   HD_HELD1
 DL4101* NAVD 88 ORTHO HEIGHT -   292.475 (meters)      959.56  (feet) ADJUSTED
 DL4101  ______________________________________________________________________
 DL4101  GEOID HEIGHT    -        -30.662 (meters)                     GEOID18
 DL4101  DYNAMIC HEIGHT  -        292.450 (meters)      959.48  (feet) COMP
 DL4101  MODELED GRAVITY -    980,525.9   (mgal)                       NAVD 88
 DL4101
 DL4101  VERT ORDER      -  SECOND    CLASS I
 DL4101
 DL4101.The horizontal coordinates were determined by differentially corrected
 DL4101.hand held GPS observations or other comparable positioning techniques
 DL4101.and have an estimated accuracy of +/- 3 meters.
 DL4101
 DL4101.The orthometric height was determined by differential leveling and
 DL4101.adjusted by the WI DEPT OF TRANSP
 DL4101.in May 2012.
 DL4101
 DL4101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4101.GEOID18 height accuracy estimate available here.
 DL4101
 DL4101.Click photographs - Photos may exist for this station.
 DL4101
 DL4101.The dynamic height is computed by dividing the NAVD 88
 DL4101.geopotential number by the normal gravity value computed on the
 DL4101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4101.degrees latitude (g = 980.6199 gals.).
 DL4101
 DL4101.The modeled gravity was interpolated from observed gravity values.
 DL4101
 DL4101;                    North         East    Units  Estimated Accuracy
 DL4101;SPC WI C     -   118,950.4     464,651.4     MT  (+/- 3 meters HH1 GPS) 
 DL4101
 DL4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0158171642(NAD 83)
 DL4101
 DL4101                          SUPERSEDED SURVEY CONTROL
 DL4101
 DL4101.No superseded survey control is available for this station.
 DL4101
 DL4101_MARKER: DD = SURVEY DISK
 DL4101_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4101_SP_SET: BRIDGE PARAPET
 DL4101_STAMPING: 5C05 2005
 DL4101_MARK LOGO: WIDT
 DL4101_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4101+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DL4101
 DL4101  HISTORY     - Date     Condition        Report By
 DL4101  HISTORY     - 2005     MONUMENTED       WIDT
 DL4101  HISTORY     - 20070724 GOOD             WIDT
 DL4101
 DL4101                          STATION DESCRIPTION
 DL4101
 DL4101'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4101'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF FALLS
 DL4101'CITY, 6.0 MI (9.7 KM) EAST OF RUSK AND 1.6 MI (2.6 KM) NORTHWEST OF
 DL4101'ELK MOUND AT THE JUNCTION OF US HIGHWAY 12, STATE HIGHWAY 29, AND
 DL4101'STATE HIGHWAY 40 (EXIT 61).
 DL4101'
 DL4101'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4101'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH
 DL4101'PARAPET WALL OF THE WEST ABUTMENT OF BRIDGE NUMBER B-17-182-00, ABOUT
 DL4101'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT, 2.9 M (9.5 FT) NORTH OF THE
 DL4101'EDGE LINE OF STATE HIGHWAY 40.    NOTE-NO WITNESS POST SET WITH THE
 DL4101'STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4180 ***********************************************************************
 DL4180  DESIGNATION -  5C09
 DL4180  PID         -  DL4180
 DL4180  STATE/COUNTY-  WI/DUNN
 DL4180  COUNTRY     -  US
 DL4180  USGS QUAD   -  COLFAX SOUTH (2018)
 DL4180
 DL4180                         *CURRENT SURVEY CONTROL
 DL4180  ______________________________________________________________________
 DL4180* NAD 83(1986) POSITION- 44 54 24.12   (N) 091 40 03.64   (W)   HD_HELD1
 DL4180* NAVD 88 ORTHO HEIGHT -   295.643 (meters)      969.96  (feet) ADJUSTED
 DL4180  ______________________________________________________________________
 DL4180  GEOID HEIGHT    -        -30.707 (meters)                     GEOID18
 DL4180  DYNAMIC HEIGHT  -        295.618 (meters)      969.87  (feet) COMP
 DL4180  MODELED GRAVITY -    980,525.6   (mgal)                       NAVD 88
 DL4180
 DL4180  VERT ORDER      -  SECOND    CLASS I
 DL4180
 DL4180.The horizontal coordinates were determined by differentially corrected
 DL4180.hand held GPS observations or other comparable positioning techniques
 DL4180.and have an estimated accuracy of +/- 3 meters.
 DL4180
 DL4180.The orthometric height was determined by differential leveling and
 DL4180.adjusted by the WI DEPT OF TRANSP
 DL4180.in May 2012.
 DL4180
 DL4180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4180.GEOID18 height accuracy estimate available here.
 DL4180
 DL4180.Click photographs - Photos may exist for this station.
 DL4180
 DL4180.The dynamic height is computed by dividing the NAVD 88
 DL4180.geopotential number by the normal gravity value computed on the
 DL4180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4180.degrees latitude (g = 980.6199 gals.).
 DL4180
 DL4180.The modeled gravity was interpolated from observed gravity values.
 DL4180
 DL4180;                    North         East    Units  Estimated Accuracy
 DL4180;SPC WI C     -   120,623.5     468,312.7     MT  (+/- 3 meters HH1 GPS) 
 DL4180
 DL4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0517773449(NAD 83)
 DL4180
 DL4180                          SUPERSEDED SURVEY CONTROL
 DL4180
 DL4180.No superseded survey control is available for this station.
 DL4180
 DL4180_MARKER: DD = SURVEY DISK
 DL4180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4180_STAMPING: 5C09 2005
 DL4180_MARK LOGO: WIDT
 DL4180_PROJECTION: FLUSH
 DL4180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4180+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2007
 DL4180
 DL4180  HISTORY     - Date     Condition        Report By
 DL4180  HISTORY     - 2004     MONUMENTED       WIDT
 DL4180  HISTORY     - 20070911 GOOD             WIDT
 DL4180
 DL4180                          STATION DESCRIPTION
 DL4180
 DL4180'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4180'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF
 DL4180'COLFAX, 5.0 MI (8.0 KM) SOUTHWEST OF ALBERTVILLE AND 2.6 MI (4.2 KM)
 DL4180'NORTH-NORTHEAST OF ELK MOUND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4180'
 DL4180'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL4180'HIGHWAY H TO THE NORTH AND 970TH STREET TO THE SOUTH ABOUT 1.5 MI (2.4
 DL4180'KM) NORTH OF THE VILLAGE OF ELK MOUND, GO NORTH ON COUNTY HIGHWAY H
 DL4180'FOR 0.55 MI (0.9 KM) TO 630TH AVENUE (HILLSIDE ROAD).  TURN RIGHT AND
 DL4180'GO EAST ON 630TH AVENUE FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DL4180'RIGHT.
 DL4180'
 DL4180'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4180'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4180'INCH) DIAMETER CONCRETE POST ABOUT 0.5 M (1.6 FT) ABOVE THE ROAD
 DL4180'PAVEMENT, 9.5 M (31.2 FT) SOUTH OF THE CENTERLINE OF 630TH AVENUE
 DL4180'(HILLSIDE ROAD), 0.08 MI (0.1 KM) EAST OF A EXTENDED CENTER OF PRIVATE
 DL4180'ENTRANCE NUMBER E9723 AND 1.0 M (3.3 FT) SOUTH, NORTHEAST AND
 DL4180'NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4180'
 DL4180'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4180'DEGREES ABOVE THE HORIZON
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4099 ***********************************************************************
 DL4099  DESIGNATION -  5C10
 DL4099  PID         -  DL4099
 DL4099  STATE/COUNTY-  WI/CHIPPEWA
 DL4099  COUNTRY     -  US
 DL4099  USGS QUAD   -  COLFAX SOUTH (2018)
 DL4099
 DL4099                         *CURRENT SURVEY CONTROL
 DL4099  ______________________________________________________________________
 DL4099* NAD 83(1986) POSITION- 44 53 58.67   (N) 091 37 55.90   (W)   HD_HELD1
 DL4099* NAVD 88 ORTHO HEIGHT -   276.025 (meters)      905.59  (feet) ADJUSTED
 DL4099  ______________________________________________________________________
 DL4099  GEOID HEIGHT    -        -30.749 (meters)                     GEOID18
 DL4099  DYNAMIC HEIGHT  -        276.001 (meters)      905.51  (feet) COMP
 DL4099  MODELED GRAVITY -    980,525.3   (mgal)                       NAVD 88
 DL4099
 DL4099  VERT ORDER      -  SECOND    CLASS I
 DL4099
 DL4099.The horizontal coordinates were determined by differentially corrected
 DL4099.hand held GPS observations or other comparable positioning techniques
 DL4099.and have an estimated accuracy of +/- 3 meters.
 DL4099
 DL4099.The orthometric height was determined by differential leveling and
 DL4099.adjusted by the WI DEPT OF TRANSP
 DL4099.in May 2012.
 DL4099
 DL4099.No vertical observational check was made to the station.
 DL4099
 DL4099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4099.GEOID18 height accuracy estimate available here.
 DL4099
 DL4099.Click photographs - Photos may exist for this station.
 DL4099
 DL4099.The dynamic height is computed by dividing the NAVD 88
 DL4099.geopotential number by the normal gravity value computed on the
 DL4099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4099.degrees latitude (g = 980.6199 gals.).
 DL4099
 DL4099.The modeled gravity was interpolated from observed gravity values.
 DL4099
 DL4099;                    North         East    Units  Estimated Accuracy
 DL4099;SPC WI C     -   119,781.1     471,098.5     MT  (+/- 3 meters HH1 GPS) 
 DL4099
 DL4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0799272710(NAD 83)
 DL4099
 DL4099                          SUPERSEDED SURVEY CONTROL
 DL4099
 DL4099.No superseded survey control is available for this station.
 DL4099
 DL4099_MARKER: DD = SURVEY DISK
 DL4099_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4099_SP_SET: BRIDGE PARAPET
 DL4099_STAMPING: 5C10 2005
 DL4099_MARK LOGO: WIDT
 DL4099_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4099+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 DL4099
 DL4099  HISTORY     - Date     Condition        Report By
 DL4099  HISTORY     - 2005     MONUMENTED       WIDT
 DL4099  HISTORY     - 20070802 GOOD             WIDT
 DL4099
 DL4099                          STATION DESCRIPTION
 DL4099
 DL4099'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4099'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHWEST OF EAU CLAIRE,
 DL4099'8.2 MI (13.2 KM) SOUTHEAST OF COLFAX AND 4.4 MI (7.1 KM)
 DL4099'SOUTH-SOUTHWEST OF ALBERTVILLE.
 DL4099'
 DL4099'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL4099'HIGHWAY T (EXIT 69) ABOUT 5 MI (8.0 KM) NORTH-NORTHWEST OF THE CITY OF
 DL4099'EAU CLAIRE, GO WEST ON STATE HIGHWAY 29 FOR 4.1 MI (6.6 KM) TO 20TH
 DL4099'STREET (BIG ELK CREEK ROAD) ON THE LEFT, CONTINUE WEST ON STATE
 DL4099'HIGHWAY 29 FOR 0.05 MI (0.1 KM) TO A BRIDGE OVER ELK CREEK AND THE
 DL4099'STATION ON THE LEFT.
 DL4099'
 DL4099'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4099'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DL4099'THE SOUTH PARAPET WALL OF BRIDGE NUMBER B-9-206-00, ABOUT 1 M (3.3 FT)
 DL4099'ABOVE THE HIGHWAY PAVEMENT, 6.0 M (19.7 FT) SOUTH OF THE CENTERLINE OF
 DL4099'WESTBOUND STATE HIGHWAY 29 AND 19.6 M (64.3 FT) NORTH OF THE
 DL4099'CENTERLINE OF THE EASTBOUND STATE HIGHWAY 29.
 DL4099'
 DL4099'NOTE-NO WITNESS POST SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4098 ***********************************************************************
 DL4098  DESIGNATION -  5C11
 DL4098  PID         -  DL4098
 DL4098  STATE/COUNTY-  WI/CHIPPEWA
 DL4098  COUNTRY     -  US
 DL4098  USGS QUAD   -  ALBERTVILLE (2018)
 DL4098
 DL4098                         *CURRENT SURVEY CONTROL
 DL4098  ______________________________________________________________________
 DL4098* NAD 83(1986) POSITION- 44 54 02.59   (N) 091 35 05.93   (W)   HD_HELD1
 DL4098* NAVD 88 ORTHO HEIGHT -   312.266 (meters)     1024.49  (feet) ADJUSTED
 DL4098  ______________________________________________________________________
 DL4098  GEOID HEIGHT    -        -30.812 (meters)                     GEOID18
 DL4098  DYNAMIC HEIGHT  -        312.238 (meters)     1024.40  (feet) COMP
 DL4098  MODELED GRAVITY -    980,517.8   (mgal)                       NAVD 88
 DL4098
 DL4098  VERT ORDER      -  SECOND    CLASS I
 DL4098
 DL4098.The horizontal coordinates were determined by differentially corrected
 DL4098.hand held GPS observations or other comparable positioning techniques
 DL4098.and have an estimated accuracy of +/- 3 meters.
 DL4098
 DL4098.The orthometric height was determined by differential leveling and
 DL4098.adjusted by the WI DEPT OF TRANSP
 DL4098.in May 2012.
 DL4098
 DL4098.No vertical observational check was made to the station.
 DL4098
 DL4098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4098.GEOID18 height accuracy estimate available here.
 DL4098
 DL4098.Click photographs - Photos may exist for this station.
 DL4098
 DL4098.The dynamic height is computed by dividing the NAVD 88
 DL4098.geopotential number by the normal gravity value computed on the
 DL4098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4098.degrees latitude (g = 980.6199 gals.).
 DL4098
 DL4098.The modeled gravity was interpolated from observed gravity values.
 DL4098
 DL4098;                    North         East    Units  Estimated Accuracy
 DL4098;SPC WI C     -   119,828.2     474,829.0     MT  (+/- 3 meters HH1 GPS) 
 DL4098
 DL4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1171772895(NAD 83)
 DL4098
 DL4098                          SUPERSEDED SURVEY CONTROL
 DL4098
 DL4098.No superseded survey control is available for this station.
 DL4098
 DL4098_MARKER: DD = SURVEY DISK
 DL4098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4098_STAMPING: 5C11 2005
 DL4098_MARK LOGO: WIDT
 DL4098_PROJECTION: FLUSH
 DL4098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4098+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 DL4098
 DL4098  HISTORY     - Date     Condition        Report By
 DL4098  HISTORY     - 2004     MONUMENTED       WIDT
 DL4098  HISTORY     - 20070802 GOOD             WIDT
 DL4098
 DL4098                          STATION DESCRIPTION
 DL4098
 DL4098'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4098'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTHEAST OF COLFAX, 7.5
 DL4098'MI (12.1 KM) NORTHWEST OF EAU CLAIRE AND 4.2 MI (6.8 KM) SOUTH OF
 DL4098'ALBERTVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4098'
 DL4098'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL4098'HIGHWAY T (EXIT 69) ABOUT 5 MI (8.0 KM) NORTH-NORTHWEST OF THE CITY OF
 DL4098'EAU CLAIRE, GO NORTH ON COUNTY HIGHWAY T FOR 0.45 MI (0.7 KM) TO
 DL4098'COUNTY HIGHWAY X, TURN LEFT AND GO WEST ON COUNTY HIGHWAY X FOR 1.0 MI
 DL4098'(1.6 KM) TO 50TH STREET (WHEATON ROAD), CONTINUE WEST ON COUNTY
 DL4098'HIGHWAY X FOR 0.75 MI (1.2 KM) TO THE STATION ON THE LEFT.
 DL4098'
 DL4098'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4098'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4098'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4098'19.3 M (63.3 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY X, 49 M
 DL4098'(160.8 FT) WEST OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE NUMBER
 DL4098'4284, 44 M (144.4 FT) NORTHEAST OF THE CENTER OF WESTBOUND STATE
 DL4098'HIGHWAY 29, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A
 DL4098'WHITE PLASTIC WITNESS POST.    NOTE-THIS STATION HAS NO VISIBLE
 DL4098'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DL4098'FOR TREES TO THE EAST-SOUTHEAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4507 ***********************************************************************
 DJ4507  DESIGNATION -  5C12
 DJ4507  PID         -  DJ4507
 DJ4507  STATE/COUNTY-  WI/CHIPPEWA
 DJ4507  COUNTRY     -  US
 DJ4507  USGS QUAD   -  ALBERTVILLE (2018)
 DJ4507
 DJ4507                         *CURRENT SURVEY CONTROL
 DJ4507  ______________________________________________________________________
 DJ4507* NAD 83(1986) POSITION- 44 53 56.56   (N) 091 30 32.35   (W)   HD_HELD1
 DJ4507* NAVD 88 ORTHO HEIGHT -   281.713 (meters)      924.25  (feet) ADJUSTED
 DJ4507  ______________________________________________________________________
 DJ4507  GEOID HEIGHT    -        -30.917 (meters)                     GEOID18
 DJ4507  DYNAMIC HEIGHT  -        281.686 (meters)      924.16  (feet) COMP
 DJ4507  MODELED GRAVITY -    980,510.8   (mgal)                       NAVD 88
 DJ4507
 DJ4507  VERT ORDER      -  SECOND    CLASS I
 DJ4507
 DJ4507.The horizontal coordinates were determined by differentially corrected
 DJ4507.hand held GPS observations or other comparable positioning techniques
 DJ4507.and have an estimated accuracy of +/- 3 meters.
 DJ4507
 DJ4507.The orthometric height was determined by differential leveling and
 DJ4507.adjusted by the WI DEPT OF TRANSP
 DJ4507.in May 2012.
 DJ4507
 DJ4507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4507.GEOID18 height accuracy estimate available here.
 DJ4507
 DJ4507.Click photographs - Photos may exist for this station.
 DJ4507
 DJ4507.The dynamic height is computed by dividing the NAVD 88
 DJ4507.geopotential number by the normal gravity value computed on the
 DJ4507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4507.degrees latitude (g = 980.6199 gals.).
 DJ4507
 DJ4507.The modeled gravity was interpolated from observed gravity values.
 DJ4507
 DJ4507;                    North         East    Units  Estimated Accuracy
 DJ4507;SPC WI C     -   119,527.8     480,826.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4507
 DJ4507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1772072816(NAD 83)
 DJ4507
 DJ4507                          SUPERSEDED SURVEY CONTROL
 DJ4507
 DJ4507  NAVD 88 (07/08/08)  281.700  (m)          924.21   (f) SUPERSEDED  2 1
 DJ4507
 DJ4507.Superseded values are not recommended for survey control.
 DJ4507
 DJ4507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4507.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4507
 DJ4507_MARKER: DD = SURVEY DISK
 DJ4507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4507_STAMPING: 5C12 2005
 DJ4507_MARK LOGO: WIDT
 DJ4507_PROJECTION: FLUSH
 DJ4507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4507+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2011
 DJ4507
 DJ4507  HISTORY     - Date     Condition        Report By
 DJ4507  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4507  HISTORY     - 20060721 GOOD             WIDT
 DJ4507  HISTORY     - 20111110 GOOD             WIDT
 DJ4507
 DJ4507                          STATION DESCRIPTION
 DJ4507
 DJ4507'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4507'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4507'HIGHWAY T (EXIT 69) ABOUT 5 MI (8.0 KM) NORTH-NORTHWEST OF THE CITY OF
 DJ4507'EAU CLAIRE, GO NORTH ON COUNTY HIGHWAY T FOR 0.45 MI (0.7 KM) TO
 DJ4507'COUNTY HIGHWAY X, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY X FOR 1.95
 DJ4507'MI (3.1 KM) TO 80TH STREET (CHIPPEWA RIVER ROAD) ON THE RIGHT, TURN
 DJ4507'RIGHT AND GO SOUTH ON 80TH STREET (CHIPPEWA RIVER ROAD) FOR 0.1 MI
 DJ4507'(0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4507'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4507'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4507'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) ABOVE THE
 DJ4507'ROAD PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) EAST OF THE CENTERLINE
 DJ4507'OF 80TH STREET (CHIPPEWA RIVER ROAD), 16.6 M (54.5 FT) EAST-SOUTHEAST
 DJ4507'OF A POWER POLE, 15.7 M (51.5 FT) NORTH-NORTHEAST OF A WOOD POST FOR A
 DJ4507'--STOP AHEAD-- SIGN, 9.7 M (31.8 FT) SOUTH OF A METAL FENCE POST, 1 M
 DJ4507'(3.3 FT) WEST OF AN AGRICULTURAL FIELD AND 1.0 M (3.3 FT) EAST,
 DJ4507'NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4507'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4507'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4507
 DJ4507                          STATION RECOVERY (2011)
 DJ4507
 DJ4507'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4505 ***********************************************************************
 DJ4505  DESIGNATION -  5C13
 DJ4505  PID         -  DJ4505
 DJ4505  STATE/COUNTY-  WI/CHIPPEWA
 DJ4505  COUNTRY     -  US
 DJ4505  USGS QUAD   -  CHIPPEWA FALLS (2018)
 DJ4505
 DJ4505                         *CURRENT SURVEY CONTROL
 DJ4505  ______________________________________________________________________
 DJ4505* NAD 83(1986) POSITION- 44 55 29.14   (N) 091 27 17.19   (W)   HD_HELD1
 DJ4505* NAVD 88 ORTHO HEIGHT -   250.269 (meters)      821.09  (feet) ADJUSTED
 DJ4505  ______________________________________________________________________
 DJ4505  GEOID HEIGHT    -        -30.969 (meters)                     GEOID18
 DJ4505  DYNAMIC HEIGHT  -        250.244 (meters)      821.01  (feet) COMP
 DJ4505  MODELED GRAVITY -    980,512.2   (mgal)                       NAVD 88
 DJ4505
 DJ4505  VERT ORDER      -  SECOND    CLASS I
 DJ4505
 DJ4505.The horizontal coordinates were determined by differentially corrected
 DJ4505.hand held GPS observations or other comparable positioning techniques
 DJ4505.and have an estimated accuracy of +/- 3 meters.
 DJ4505
 DJ4505.The orthometric height was determined by differential leveling and
 DJ4505.adjusted by the WI DEPT OF TRANSP
 DJ4505.in May 2012.
 DJ4505
 DJ4505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4505.GEOID18 height accuracy estimate available here.
 DJ4505
 DJ4505.Click photographs - Photos may exist for this station.
 DJ4505
 DJ4505.The dynamic height is computed by dividing the NAVD 88
 DJ4505.geopotential number by the normal gravity value computed on the
 DJ4505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4505.degrees latitude (g = 980.6199 gals.).
 DJ4505
 DJ4505.The modeled gravity was interpolated from observed gravity values.
 DJ4505
 DJ4505;                    North         East    Units  Estimated Accuracy
 DJ4505;SPC WI C     -   122,306.9     485,158.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4505
 DJ4505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2194675753(NAD 83)
 DJ4505
 DJ4505                          SUPERSEDED SURVEY CONTROL
 DJ4505
 DJ4505  NAVD 88 (07/08/08)  250.255  (m)          821.04   (f) SUPERSEDED  2 1
 DJ4505
 DJ4505.Superseded values are not recommended for survey control.
 DJ4505
 DJ4505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4505.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4505
 DJ4505_MARKER: DD = SURVEY DISK
 DJ4505_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4505_SP_SET: BRIDGE ABUTMENT
 DJ4505_STAMPING: 5C13 2005
 DJ4505_MARK LOGO: WIDT
 DJ4505_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4505+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 DJ4505
 DJ4505  HISTORY     - Date     Condition        Report By
 DJ4505  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4505  HISTORY     - 20060720 GOOD             WIDT
 DJ4505  HISTORY     - 20111202 GOOD             WIDT
 DJ4505
 DJ4505                          STATION DESCRIPTION
 DJ4505
 DJ4505'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4505'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH BUSINESS
 DJ4505'HIGHWAY 29 AND COUNTY HIGHWAY X (EXIT 96) ABOUT 1 MI (1.6 KM) WEST OF
 DJ4505'THE CITY OF CHIPPEWA FALLS, GO WEST ON BUSINESS HIGHWAY 29 AND COUNTY
 DJ4505'HIGHWAY X FOR 1.3 MI (2.1 KM) TO A BRIDGE OVER TROUT CREEK AND THE
 DJ4505'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4505'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4505'THE SOUTH END OF THE EAST ABUTMENT OF THE BRIDGE --B-9-150-01--, ABOUT
 DJ4505'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.7 M (22.0 FT) SOUTH
 DJ4505'OF THE CENTERLINE OF BUSINESS HIGHWAY 29 AND COUNTY HIGHWAY X AND 0.4
 DJ4505'M (1.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4505
 DJ4505                          STATION RECOVERY (2011)
 DJ4505
 DJ4505'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4788 ***********************************************************************
 DJ4788  DESIGNATION -  5C14
 DJ4788  PID         -  DJ4788
 DJ4788  STATE/COUNTY-  WI/CHIPPEWA
 DJ4788  COUNTRY     -  US
 DJ4788  USGS QUAD   -  CHIPPEWA FALLS (2018)
 DJ4788
 DJ4788                         *CURRENT SURVEY CONTROL
 DJ4788  ______________________________________________________________________
 DJ4788* NAD 83(1986) POSITION- 44 55 47.29   (N) 091 23 35.73   (W)   HD_HELD1
 DJ4788* NAVD 88 ORTHO HEIGHT -   253.667 (meters)      832.24  (feet) ADJUSTED
 DJ4788  ______________________________________________________________________
 DJ4788  GEOID HEIGHT    -        -30.986 (meters)                     GEOID18
 DJ4788  DYNAMIC HEIGHT  -        253.643 (meters)      832.16  (feet) COMP
 DJ4788  MODELED GRAVITY -    980,518.0   (mgal)                       NAVD 88
 DJ4788
 DJ4788  VERT ORDER      -  SECOND    CLASS I
 DJ4788
 DJ4788.The horizontal coordinates were determined by differentially corrected
 DJ4788.hand held GPS observations or other comparable positioning techniques
 DJ4788.and have an estimated accuracy of +/- 3 meters.
 DJ4788
 DJ4788.The orthometric height was determined by differential leveling and
 DJ4788.adjusted by the WI DEPT OF TRANSP
 DJ4788.in May 2012.
 DJ4788
 DJ4788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4788.GEOID18 height accuracy estimate available here.
 DJ4788
 DJ4788.Click photographs - Photos may exist for this station.
 DJ4788
 DJ4788.The dynamic height is computed by dividing the NAVD 88
 DJ4788.geopotential number by the normal gravity value computed on the
 DJ4788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4788.degrees latitude (g = 980.6199 gals.).
 DJ4788
 DJ4788.The modeled gravity was interpolated from observed gravity values.
 DJ4788
 DJ4788;                    North         East    Units  Estimated Accuracy
 DJ4788;SPC WI C     -   122,782.0     490,023.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4788
 DJ4788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2679076408(NAD 83)
 DJ4788
 DJ4788                          SUPERSEDED SURVEY CONTROL
 DJ4788
 DJ4788  NAVD 88 (07/08/08)  253.653  (m)          832.19   (f) SUPERSEDED  2 1
 DJ4788
 DJ4788.Superseded values are not recommended for survey control.
 DJ4788
 DJ4788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4788.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4788
 DJ4788_MARKER: DD = SURVEY DISK
 DJ4788_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4788_SP_SET: RETAINING WALL
 DJ4788_STAMPING: 5C14 2005
 DJ4788_MARK LOGO: WIDT
 DJ4788_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4788+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2007
 DJ4788
 DJ4788  HISTORY     - Date     Condition        Report By
 DJ4788  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4788  HISTORY     - 20060720 GOOD             WIDT
 DJ4788  HISTORY     - 20070830 GOOD             WIDT
 DJ4788  HISTORY     - 20111202 GOOD             WIDT
 DJ4788
 DJ4788                          STATION DESCRIPTION
 DJ4788
 DJ4788'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4788'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 124 (BRIDGE
 DJ4788'STREET) WITH BUSINESS HIGHWAY 29 (RIVER STREET) IN THE CITY OF
 DJ4788'CHIPPEWA FALLS, GO SOUTHWEST ON BUSINESS HIGHWAY 29 (RIVER STREET) FOR
 DJ4788'0.25 MI (0.4 KM) TO MAIN STREET, TURN LEFT AND GO SOUTH ON MAIN STREET
 DJ4788'FOR 0.2 MI (0.3 KM) TO THE SOUTH END OF THE BRIDGE OVER THE CHIPPEWA
 DJ4788'RIVER AND THE STATION ON THE LEFT.
 DJ4788'
 DJ4788'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4788'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH EDGE
 DJ4788'OF A RETAINING WALL OPPOSITE RIVERSIDE DRIVE, LOCATED WITHIN THE
 DJ4788'RIGHT-OF-WAY ABOUT LEVEL WITH THE STREET PAVEMENT.
 DJ4788'
 DJ4788'THE STATION IS 11.1 M (36.4 FT) EAST OF THE CENTERLINE OF MAIN STREET,
 DJ4788'55 M (180.4 FT) SOUTH OF THE SOUTH END OF THE BRIDGE OVER THE CHIPPEWA
 DJ4788'RIVER --B-9-99-76--, AND 0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC
 DJ4788'WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DJ4788'OBSERVATIONS.
 DJ4788
 DJ4788                          STATION RECOVERY (2007)
 DJ4788
 DJ4788'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 DJ4788'RECOVERED AS DESCRIBED.
 DJ4788
 DJ4788                          STATION RECOVERY (2011)
 DJ4788
 DJ4788'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4788'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4109 ***********************************************************************
 DL4109  DESIGNATION -  5C15
 DL4109  PID         -  DL4109
 DL4109  STATE/COUNTY-  WI/DUNN
 DL4109  COUNTRY     -  US
 DL4109  USGS QUAD   -  MENOMONIE NORTH (2018)
 DL4109
 DL4109                         *CURRENT SURVEY CONTROL
 DL4109  ______________________________________________________________________
 DL4109* NAD 83(1986) POSITION- 44 54 25.14   (N) 091 55 29.31   (W)   HD_HELD1
 DL4109* NAVD 88 ORTHO HEIGHT -   270.489 (meters)      887.43  (feet) ADJUSTED
 DL4109  ______________________________________________________________________
 DL4109  GEOID HEIGHT    -        -30.696 (meters)                     GEOID18
 DL4109  DYNAMIC HEIGHT  -        270.461 (meters)      887.34  (feet) COMP
 DL4109  MODELED GRAVITY -    980,504.9   (mgal)                       NAVD 88
 DL4109
 DL4109  VERT ORDER      -  SECOND    CLASS I
 DL4109
 DL4109.The horizontal coordinates were determined by differentially corrected
 DL4109.hand held GPS observations or other comparable positioning techniques
 DL4109.and have an estimated accuracy of +/- 3 meters.
 DL4109
 DL4109.The orthometric height was determined by differential leveling and
 DL4109.adjusted by the WI DEPT OF TRANSP
 DL4109.in May 2012.
 DL4109
 DL4109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4109.GEOID18 height accuracy estimate available here.
 DL4109
 DL4109.Click photographs - Photos may exist for this station.
 DL4109
 DL4109.The dynamic height is computed by dividing the NAVD 88
 DL4109.geopotential number by the normal gravity value computed on the
 DL4109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4109.degrees latitude (g = 980.6199 gals.).
 DL4109
 DL4109.The modeled gravity was interpolated from observed gravity values.
 DL4109
 DL4109;                    North         East    Units  Estimated Accuracy
 DL4109;SPC WI C     -   121,104.1     448,012.8     MT  (+/- 3 meters HH1 GPS) 
 DL4109
 DL4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8487873179(NAD 83)
 DL4109
 DL4109                          SUPERSEDED SURVEY CONTROL
 DL4109
 DL4109.No superseded survey control is available for this station.
 DL4109
 DL4109_MARKER: DD = SURVEY DISK
 DL4109_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4109_SP_SET: BRIDGE WINGWALL
 DL4109_STAMPING: 5C15 2007
 DL4109_MARK LOGO: WIDT
 DL4109_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4109+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 DL4109
 DL4109  HISTORY     - Date     Condition        Report By
 DL4109  HISTORY     - 2006     MONUMENTED       WIHD
 DL4109  HISTORY     - 20070625 GOOD             WIDT
 DL4109
 DL4109                          STATION DESCRIPTION
 DL4109
 DL4109'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4109'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-SOUTHEAST OF KNAPP,
 DL4109'4.5 MI (7.2 KM) WEST OF RUSK AND 2.2 MI (3.5 KM) NORTH OF MENOMONIE.
 DL4109'
 DL4109'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DL4109'STATE HIGHWAY 25 (EXIT 41) ON THE NORTH SIDE OF THE CITY OF MENOMONIE,
 DL4109'GO SOUTH ON STATE HIGHWAY 25 FOR 0.3 MI (0.5 KM) TO OAK AVENUE, TURN
 DL4109'LEFT AND GO EAST OAK AVENUE FOR 0.35 MI (0.6 KM) TO WILSON STREET,
 DL4109'TURN LEFT AND GO NORTH ON WILSON STREET FOR 0.3 MI (0.5 KM) TO A
 DL4109'BRIDGE OVER INTERSTATE HIGHWAY 94 AND THE STATION ON THE RIGHT.
 DL4109'
 DL4109'THE STATION IS A BRONZE STATE HIGHWAY COMMISSION OF WISCONSIN SURVEY
 DL4109'DISK SET IN THE TOP OF THE SOUTHEAST WING WALL OF THE BRIDGE NUMBER
 DL4109'B-17-40-58, LOCATED ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT,
 DL4109'5.7 M (18.7 FT) EAST OF THE CENTERLINE OF WILSON STREET, 2.9 M (9.5
 DL4109'FT) SOUTH OF A BLACK END POST FOR A CYCLONE FENCE, AND 2.6 M (8.5 FT)
 DL4109'NORTH OF A WOOD POST FOR A WEIGHT LIMIT 45 TONS SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4333 ***********************************************************************
 DL4333  DESIGNATION -  5C16
 DL4333  PID         -  DL4333
 DL4333  STATE/COUNTY-  WI/DUNN
 DL4333  COUNTRY     -  US
 DL4333  USGS QUAD   -  MENOMONIE NORTH (2018)
 DL4333
 DL4333                         *CURRENT SURVEY CONTROL
 DL4333  ______________________________________________________________________
 DL4333* NAD 83(1986) POSITION- 44 53 06.92   (N) 091 55 46.99   (W)   HD_HELD1
 DL4333* NAVD 88 ORTHO HEIGHT -   252.391 (meters)      828.05  (feet) ADJUSTED
 DL4333  ______________________________________________________________________
 DL4333  GEOID HEIGHT    -        -30.692 (meters)                     GEOID18
 DL4333  DYNAMIC HEIGHT  -        252.364 (meters)      827.96  (feet) COMP
 DL4333  MODELED GRAVITY -    980,503.1   (mgal)                       NAVD 88
 DL4333
 DL4333  VERT ORDER      -  SECOND    CLASS I
 DL4333
 DL4333.The horizontal coordinates were determined by differentially corrected
 DL4333.hand held GPS observations or other comparable positioning techniques
 DL4333.and have an estimated accuracy of +/- 3 meters.
 DL4333
 DL4333.The orthometric height was determined by differential leveling and
 DL4333.adjusted by the WI DEPT OF TRANSP
 DL4333.in May 2012.
 DL4333
 DL4333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4333.GEOID18 height accuracy estimate available here.
 DL4333
 DL4333.Click photographs - Photos may exist for this station.
 DL4333
 DL4333.The dynamic height is computed by dividing the NAVD 88
 DL4333.geopotential number by the normal gravity value computed on the
 DL4333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4333.degrees latitude (g = 980.6199 gals.).
 DL4333
 DL4333.The modeled gravity was interpolated from observed gravity values.
 DL4333
 DL4333;                    North         East    Units  Estimated Accuracy
 DL4333;SPC WI C     -   118,699.5     447,567.7     MT  (+/- 3 meters HH1 GPS) 
 DL4333
 DL4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8452270761(NAD 83)
 DL4333
 DL4333                          SUPERSEDED SURVEY CONTROL
 DL4333
 DL4333.No superseded survey control is available for this station.
 DL4333
 DL4333_MARKER: DV = VERTICAL CONTROL DISK
 DL4333_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4333_SP_SET: BRIDGE PARAPET WALL
 DL4333_STAMPING: 5C16 2007
 DL4333_MARK LOGO: WIDT
 DL4333_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4333+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 DL4333
 DL4333  HISTORY     - Date     Condition        Report By
 DL4333  HISTORY     - 1996     MONUMENTED       WIDT
 DL4333  HISTORY     - 20070625 GOOD             WIDT
 DL4333
 DL4333                          STATION DESCRIPTION
 DL4333
 DL4333'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4333'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTHEAST OF WESTON, 5.0
 DL4333'MI (8.0 KM) WEST-SOUTHWEST OF RUSK AND 0.9 MI (1.4 KM) NORTHWEST OF
 DL4333'MENOMONIE.
 DL4333'
 DL4333'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DL4333'STATE HIGHWAY 25 (EXIT 41) ON THE NORTH SIDE OF THE CITY OF MENOMONIE,
 DL4333'GO SOUTH ON STATE HIGHWAY 25 FOR 1.45 MI (2.3 KM) TO MEADOW HILL DRIVE
 DL4333'ON THE RIGHT.  TURN RIGHT AND GO WEST ON MEADOW HILL DRIVE FOR 0.1 MI
 DL4333'(0.2 KM) TO THE WEST END OF A BRIDGE OVER WILSON CREEK AND THE STATION
 DL4333'ON THE LEFT.
 DL4333'
 DL4333'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4333'VERTICAL CONTROL STATION DISK SET IN THE TOP OF THE PARAPET WALL OF
 DL4333'THE SOUTHWEST CORNER OF BRIDGE NUMBER B-17-79-96, 6 M (19.7 FT) SOUTH
 DL4333'OF THE CENTERLINE OF MEADOW HILL DRIVE, 5.1 M (16.7 FT) EAST OF A
 DL4333'LIGHT POLE AND 2.8 M (9.2 FT) EAST OF A TIGER BOARD SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4835 ***********************************************************************
 DJ4835  DESIGNATION -  5D01
 DJ4835  PID         -  DJ4835
 DJ4835  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4835  COUNTRY     -  US
 DJ4835  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4835
 DJ4835                         *CURRENT SURVEY CONTROL
 DJ4835  ______________________________________________________________________
 DJ4835* NAD 83(1986) POSITION- 44 46 03.99   (N) 091 30 10.74   (W)   HD_HELD1
 DJ4835* NAVD 88 ORTHO HEIGHT -   274.362 (meters)      900.14  (feet) ADJUSTED
 DJ4835  ______________________________________________________________________
 DJ4835  GEOID HEIGHT    -        -30.912 (meters)                     GEOID18
 DJ4835  DYNAMIC HEIGHT  -        274.336 (meters)      900.05  (feet) COMP
 DJ4835  MODELED GRAVITY -    980,514.6   (mgal)                       NAVD 88
 DJ4835
 DJ4835  VERT ORDER      -  SECOND    CLASS I
 DJ4835
 DJ4835.The horizontal coordinates were determined by differentially corrected
 DJ4835.hand held GPS observations or other comparable positioning techniques
 DJ4835.and have an estimated accuracy of +/- 3 meters.
 DJ4835
 DJ4835.The orthometric height was determined by differential leveling and
 DJ4835.adjusted by the WI DEPT OF TRANSP
 DJ4835.in May 2012.
 DJ4835
 DJ4835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4835.GEOID18 height accuracy estimate available here.
 DJ4835
 DJ4835.Click photographs - Photos may exist for this station.
 DJ4835
 DJ4835.The dynamic height is computed by dividing the NAVD 88
 DJ4835.geopotential number by the normal gravity value computed on the
 DJ4835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4835.degrees latitude (g = 980.6199 gals.).
 DJ4835
 DJ4835.The modeled gravity was interpolated from observed gravity values.
 DJ4835
 DJ4835;                    North         East    Units  Estimated Accuracy
 DJ4835;SPC WI C     -   104,934.6     481,030.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4835
 DJ4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1846358243(NAD 83)
 DJ4835
 DJ4835                          SUPERSEDED SURVEY CONTROL
 DJ4835
 DJ4835  NAVD 88 (07/08/08)  274.349  (m)          900.09   (f) SUPERSEDED  2 1
 DJ4835
 DJ4835.Superseded values are not recommended for survey control.
 DJ4835
 DJ4835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4835.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4835
 DJ4835_MARKER: DD = SURVEY DISK
 DJ4835_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4835_SP_SET: BRIDGE PARAPET WALL
 DJ4835_STAMPING: 5D01 2005
 DJ4835_MARK LOGO: WIDT
 DJ4835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4835+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DJ4835
 DJ4835  HISTORY     - Date     Condition        Report By
 DJ4835  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4835  HISTORY     - 20060802 GOOD             WIDT
 DJ4835  HISTORY     - 20111202 GOOD             WIDT
 DJ4835
 DJ4835                          STATION DESCRIPTION
 DJ4835
 DJ4835'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4835'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4835'STATE HIGHWAY 93 (EXIT 66) JUST SOUTH OF THE CITY OF EAU CLAIRE, GO
 DJ4835'WEST ON INTERSTATE HIGHWAY 94 WEST FOR 2.1 MI (3.4 KM) TO A BRIDGE
 DJ4835'OVER COUNTY HIGHWAY F (LOWES CREEK ROAD) AND THE STATION ON THE RIGHT.
 DJ4835'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4835'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH
 DJ4835'PARAPET WALL OF THE WEST ABUTMENT OF THE BRIDGE --B-18-30-65--, ABOUT
 DJ4835'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DJ4835'
 DJ4835'THE STATION IS 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF WESTBOUND
 DJ4835'INTERSTATE HIGHWAY 94 AND 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC
 DJ4835'WITNESS POST.
 DJ4835
 DJ4835                          STATION RECOVERY (2011)
 DJ4835
 DJ4835'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4648 ***********************************************************************
 DJ4648  DESIGNATION -  5D02
 DJ4648  PID         -  DJ4648
 DJ4648  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4648  COUNTRY     -  US
 DJ4648  USGS QUAD   -  EAU CLAIRE EAST (2018)
 DJ4648
 DJ4648                         *CURRENT SURVEY CONTROL
 DJ4648  ______________________________________________________________________
 DJ4648* NAD 83(1986) POSITION- 44 45 56.9    (N) 091 27 33.0    (W)   HD_HELD2
 DJ4648* NAVD 88 ORTHO HEIGHT -   277.912 (meters)      911.78  (feet) ADJUSTED
 DJ4648  ______________________________________________________________________
 DJ4648  GEOID HEIGHT    -        -30.974 (meters)                     GEOID18
 DJ4648  DYNAMIC HEIGHT  -        277.885 (meters)      911.69  (feet) COMP
 DJ4648  MODELED GRAVITY -    980,511.2   (mgal)                       NAVD 88
 DJ4648
 DJ4648  VERT ORDER      -  SECOND    CLASS I
 DJ4648
 DJ4648.The horizontal coordinates were established by autonomous hand held GPS
 DJ4648.observations and have an estimated accuracy of +/- 10 meters.
 DJ4648
 DJ4648.The orthometric height was determined by differential leveling and
 DJ4648.adjusted by the WI DEPT OF TRANSP
 DJ4648.in May 2012.
 DJ4648
 DJ4648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4648.GEOID18 height accuracy estimate available here.
 DJ4648
 DJ4648.Click photographs - Photos may exist for this station.
 DJ4648
 DJ4648.The dynamic height is computed by dividing the NAVD 88
 DJ4648.geopotential number by the normal gravity value computed on the
 DJ4648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4648.degrees latitude (g = 980.6199 gals.).
 DJ4648
 DJ4648.The modeled gravity was interpolated from observed gravity values.
 DJ4648
 DJ4648;                    North         East    Units  Estimated Accuracy
 DJ4648;SPC WI C     -   104,653.      484,494.      MT  (+/- 10 meters HH2 GPS)
 DJ4648
 DJ4648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2193558089(NAD 83)
 DJ4648
 DJ4648                          SUPERSEDED SURVEY CONTROL
 DJ4648
 DJ4648  NAVD 88 (07/08/08)  277.899  (m)          911.74   (f) SUPERSEDED  2 1
 DJ4648
 DJ4648.Superseded values are not recommended for survey control.
 DJ4648
 DJ4648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4648.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4648
 DJ4648_MARKER: DD = SURVEY DISK
 DJ4648_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4648_SP_SET: BRIDGE COLUMN
 DJ4648_STAMPING: 5D02 2005
 DJ4648_MARK LOGO: WIDT
 DJ4648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4648+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DJ4648
 DJ4648  HISTORY     - Date     Condition        Report By
 DJ4648  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4648  HISTORY     - 20060802 GOOD             WIDT
 DJ4648  HISTORY     - 20111202 GOOD             WIDT
 DJ4648
 DJ4648                          STATION DESCRIPTION
 DJ4648
 DJ4648'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4648'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4648'STATE HIGHWAY 93 (EXIT 68) JUST SOUTH OF THE CITY OF EAU CLAIRE.  THE
 DJ4648'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4648'SURVEY CONTROL STATION DISK SET VERTICALLY IN THE NORTH FACE OF THE
 DJ4648'WESTERNMOST MEDIAN COLUMN SUPPORT OF THE STATE HIGHWAY 93 BRIDGE,
 DJ4648'ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 12.4 M
 DJ4648'(40.7 FT) SOUTH OF THE CENTERLINE OF WESTBOUND INTERSTATE HIGHWAY 94
 DJ4648'AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4648'---NOTE---THIS STATION IS SET VERTICALLY AND NOT SUITABLE FOR GPS
 DJ4648'OBSERVATIONS.
 DJ4648
 DJ4648                          STATION RECOVERY (2011)
 DJ4648
 DJ4648'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4837 ***********************************************************************
 DJ4837  DESIGNATION -  5D04
 DJ4837  PID         -  DJ4837
 DJ4837  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4837  COUNTRY     -  US
 DJ4837  USGS QUAD   -  EAU CLAIRE EAST (2018)
 DJ4837
 DJ4837                         *CURRENT SURVEY CONTROL
 DJ4837  ______________________________________________________________________
 DJ4837* NAD 83(1986) POSITION- 44 45 18.08   (N) 091 24 28.92   (W)   HD_HELD1
 DJ4837* NAVD 88 ORTHO HEIGHT -   275.894 (meters)      905.16  (feet) ADJUSTED
 DJ4837  ______________________________________________________________________
 DJ4837  GEOID HEIGHT    -        -31.047 (meters)                     GEOID18
 DJ4837  DYNAMIC HEIGHT  -        275.865 (meters)      905.07  (feet) COMP
 DJ4837  MODELED GRAVITY -    980,506.4   (mgal)                       NAVD 88
 DJ4837
 DJ4837  VERT ORDER      -  SECOND    CLASS I
 DJ4837
 DJ4837.The horizontal coordinates were determined by differentially corrected
 DJ4837.hand held GPS observations or other comparable positioning techniques
 DJ4837.and have an estimated accuracy of +/- 3 meters.
 DJ4837
 DJ4837.The orthometric height was determined by differential leveling and
 DJ4837.adjusted by the WI DEPT OF TRANSP
 DJ4837.in May 2012.
 DJ4837
 DJ4837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4837.GEOID18 height accuracy estimate available here.
 DJ4837
 DJ4837.Click photographs - Photos may exist for this station.
 DJ4837
 DJ4837.The dynamic height is computed by dividing the NAVD 88
 DJ4837.geopotential number by the normal gravity value computed on the
 DJ4837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4837.degrees latitude (g = 980.6199 gals.).
 DJ4837
 DJ4837.The modeled gravity was interpolated from observed gravity values.
 DJ4837
 DJ4837;                    North         East    Units  Estimated Accuracy
 DJ4837;SPC WI C     -   103,383.0     488,520.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4837
 DJ4837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2600556969(NAD 83)
 DJ4837
 DJ4837                          SUPERSEDED SURVEY CONTROL
 DJ4837
 DJ4837  NAVD 88 (07/08/08)  275.881  (m)          905.12   (f) SUPERSEDED  2 1
 DJ4837
 DJ4837.Superseded values are not recommended for survey control.
 DJ4837
 DJ4837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4837.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4837
 DJ4837_MARKER: DD = SURVEY DISK
 DJ4837_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4837_SP_SET: CULVERT WINGWALL
 DJ4837_STAMPING: 5D04 2005
 DJ4837_MARK LOGO: WIDT
 DJ4837_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4837+STABILITY: SURFACE MOTION
 DJ4837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4837+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 DJ4837
 DJ4837  HISTORY     - Date     Condition        Report By
 DJ4837  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4837  HISTORY     - 20060729 GOOD             WIDT
 DJ4837  HISTORY     - 20111202 GOOD             WIDT
 DJ4837
 DJ4837                          STATION DESCRIPTION
 DJ4837
 DJ4837'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4837'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4837'US HIGHWAY 53 (EXIT 70 - EXIT 84) ABOUT 2 MI (3.2 KM) SOUTHEAST OF THE
 DJ4837'CITY OF EAU CLAIRE, GO SOUTHEAST ON US HIGHWAY 53 FOR 1.1 MI (1.8 KM)
 DJ4837'TO A BOX CULVERT AND THE STATION ON THE RIGHT.
 DJ4837'
 DJ4837'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4837'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH WING
 DJ4837'WALL OF THE WEST END OF THE BOX CULVERT, ABOUT 1 M (3.3 FT) BELOW THE
 DJ4837'HIGHWAY PAVEMENT.
 DJ4837'
 DJ4837'THE STATION IS 6.5 M (21.3 FT) WEST OF THE CENTERLINE OF US HIGHWAY 53
 DJ4837'AND 0.3 M (1.0 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DJ4837
 DJ4837                          STATION RECOVERY (2011)
 DJ4837
 DJ4837'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4649 ***********************************************************************
 DJ4649  DESIGNATION -  5D05
 DJ4649  PID         -  DJ4649
 DJ4649  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4649  COUNTRY     -  US
 DJ4649  USGS QUAD   -  CLEGHORN (2018)
 DJ4649
 DJ4649                         *CURRENT SURVEY CONTROL
 DJ4649  ______________________________________________________________________
 DJ4649* NAD 83(1986) POSITION- 44 44 16.83   (N) 091 23 03.11   (W)   HD_HELD1
 DJ4649* NAVD 88 ORTHO HEIGHT -   282.596 (meters)      927.15  (feet) ADJUSTED
 DJ4649  ______________________________________________________________________
 DJ4649  GEOID HEIGHT    -        -31.081 (meters)                     GEOID18
 DJ4649  DYNAMIC HEIGHT  -        282.566 (meters)      927.05  (feet) COMP
 DJ4649  MODELED GRAVITY -    980,503.3   (mgal)                       NAVD 88
 DJ4649
 DJ4649  VERT ORDER      -  SECOND    CLASS I
 DJ4649
 DJ4649.The horizontal coordinates were determined by differentially corrected
 DJ4649.hand held GPS observations or other comparable positioning techniques
 DJ4649.and have an estimated accuracy of +/- 3 meters.
 DJ4649
 DJ4649.The orthometric height was determined by differential leveling and
 DJ4649.adjusted by the WI DEPT OF TRANSP
 DJ4649.in May 2012.
 DJ4649
 DJ4649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4649.GEOID18 height accuracy estimate available here.
 DJ4649
 DJ4649.Click photographs - Photos may exist for this station.
 DJ4649
 DJ4649.The dynamic height is computed by dividing the NAVD 88
 DJ4649.geopotential number by the normal gravity value computed on the
 DJ4649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4649.degrees latitude (g = 980.6199 gals.).
 DJ4649
 DJ4649.The modeled gravity was interpolated from observed gravity values.
 DJ4649
 DJ4649;                    North         East    Units  Estimated Accuracy
 DJ4649;SPC WI C     -   101,460.2     490,375.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4649
 DJ4649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2792955116(NAD 83)
 DJ4649
 DJ4649                          SUPERSEDED SURVEY CONTROL
 DJ4649
 DJ4649  NAVD 88 (07/08/08)  282.583  (m)          927.11   (f) SUPERSEDED  2 1
 DJ4649
 DJ4649.Superseded values are not recommended for survey control.
 DJ4649
 DJ4649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4649.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4649
 DJ4649_MARKER: DD = SURVEY DISK
 DJ4649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4649_STAMPING: 5D05 2005
 DJ4649_MARK LOGO: WIDT
 DJ4649_PROJECTION: FLUSH
 DJ4649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4649+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 DJ4649
 DJ4649  HISTORY     - Date     Condition        Report By
 DJ4649  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4649  HISTORY     - 20060729 GOOD             WIDT
 DJ4649  HISTORY     - 20111202 GOOD             WIDT
 DJ4649
 DJ4649                          STATION DESCRIPTION
 DJ4649
 DJ4649'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4649'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4649'US HIGHWAY 53 (EXIT 70) ABOUT 2 MI (3.2 KM) SOUTHEAST OF THE CITY OF
 DJ4649'EAU CLAIRE, GO SOUTHEAST ON US HIGHWAY 53 FOR 2.7 MI (4.3 KM) TO NORTH
 DJ4649'ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON NORTH ROAD FOR 100 FT
 DJ4649'(30.5 M) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4649'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4649'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4649'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DJ4649'PAVEMENT.  THE STATION IS 8.7 M (28.5 FT) NORTH OF THE CENTERLINE OF
 DJ4649'NORTH ROAD, 71 M (232.9 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE
 DJ4649'ENTRANCE --6535--, 38.6 M (126.6 FT) WEST OF THE CENTERLINE OF US
 DJ4649'HIGHWAY 53, 9.5 M (31.2 FT) WEST-SOUTHWEST OF A METAL FENCE POST, 3 M
 DJ4649'(9.8 FT) SOUTH OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH,
 DJ4649'SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4649'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4649'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4649
 DJ4649                          STATION RECOVERY (2011)
 DJ4649
 DJ4649'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4649'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4917 ***********************************************************************
 DJ4917  DESIGNATION -  5D06
 DJ4917  PID         -  DJ4917
 DJ4917  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4917  COUNTRY     -  US
 DJ4917  USGS QUAD   -  BRACKETT (2018)
 DJ4917
 DJ4917                         *CURRENT SURVEY CONTROL
 DJ4917  ______________________________________________________________________
 DJ4917* NAD 83(1986) POSITION- 44 42 37.06   (N) 091 21 09.56   (W)   HD_HELD1
 DJ4917* NAVD 88 ORTHO HEIGHT -   280.739 (meters)      921.06  (feet) ADJUSTED
 DJ4917  ______________________________________________________________________
 DJ4917  GEOID HEIGHT    -        -31.130 (meters)                     GEOID18
 DJ4917  DYNAMIC HEIGHT  -        280.708 (meters)      920.96  (feet) COMP
 DJ4917  MODELED GRAVITY -    980,499.3   (mgal)                       NAVD 88
 DJ4917
 DJ4917  VERT ORDER      -  SECOND    CLASS I
 DJ4917
 DJ4917.The horizontal coordinates were determined by differentially corrected
 DJ4917.hand held GPS observations or other comparable positioning techniques
 DJ4917.and have an estimated accuracy of +/- 3 meters.
 DJ4917
 DJ4917.The orthometric height was determined by differential leveling and
 DJ4917.adjusted by the WI DEPT OF TRANSP
 DJ4917.in May 2012.
 DJ4917
 DJ4917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4917.GEOID18 height accuracy estimate available here.
 DJ4917
 DJ4917.Click photographs - Photos may exist for this station.
 DJ4917
 DJ4917.The dynamic height is computed by dividing the NAVD 88
 DJ4917.geopotential number by the normal gravity value computed on the
 DJ4917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4917.degrees latitude (g = 980.6199 gals.).
 DJ4917
 DJ4917.The modeled gravity was interpolated from observed gravity values.
 DJ4917
 DJ4917;                    North         East    Units  Estimated Accuracy
 DJ4917;SPC WI C     -    98,339.0     492,822.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4917
 DJ4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3048852088(NAD 83)
 DJ4917
 DJ4917                          SUPERSEDED SURVEY CONTROL
 DJ4917
 DJ4917  NAVD 88 (07/08/08)  280.727  (m)          921.02   (f) SUPERSEDED  2 1
 DJ4917
 DJ4917.Superseded values are not recommended for survey control.
 DJ4917
 DJ4917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4917.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4917
 DJ4917_MARKER: DD = SURVEY DISK
 DJ4917_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4917_SP_SET: BRIDGE WINGWALL
 DJ4917_STAMPING: 5D06 2005
 DJ4917_MARK LOGO: WIDT
 DJ4917_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4917+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DJ4917
 DJ4917  HISTORY     - Date     Condition        Report By
 DJ4917  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4917  HISTORY     - 20060725 GOOD             WIDT
 DJ4917  HISTORY     - 20111108 GOOD             WIDT
 DJ4917
 DJ4917                          STATION DESCRIPTION
 DJ4917
 DJ4917'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4917'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4917'HIGHWAY D EAST (BEAVER CREEK ROAD) ABOUT 8 MI (12.9 KM) SOUTHEAST OF
 DJ4917'THE CITY OF EAU CLAIRE, GO NORTH ON US HIGHWAY 53 FOR 0.6 MI (1.0 KM)
 DJ4917'TO A BRIDGE OVER BEAVER CREEK AND THE STATION ON THE RIGHT.
 DJ4917'
 DJ4917'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4917'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4917'WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-18-87-77--, ABOUT LEVEL
 DJ4917'WITH THE HIGHWAY PAVEMENT,
 DJ4917'
 DJ4917'6.5 M (21.3 FT) EAST OF THE CENTERLINE OF US HIGHWAY 53.
 DJ4917'
 DJ4917'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4917
 DJ4917                          STATION RECOVERY (2011)
 DJ4917
 DJ4917'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4917'NOTE - - STATION IS 1 M (3.3 FT) SOUTH OF A WITNESS PLAQUE SET ON A
 DJ4917'WOOD GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4651 ***********************************************************************
 DJ4651  DESIGNATION -  5D07
 DJ4651  PID         -  DJ4651
 DJ4651  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4651  COUNTRY     -  US
 DJ4651  USGS QUAD   -  BRACKETT (2018)
 DJ4651
 DJ4651                         *CURRENT SURVEY CONTROL
 DJ4651  ______________________________________________________________________
 DJ4651* NAD 83(1986) POSITION- 44 41 33.86   (N) 091 21 41.13   (W)   HD_HELD1
 DJ4651* NAVD 88 ORTHO HEIGHT -   288.416 (meters)      946.24  (feet) ADJUSTED
 DJ4651  ______________________________________________________________________
 DJ4651  GEOID HEIGHT    -        -31.117 (meters)                     GEOID18
 DJ4651  DYNAMIC HEIGHT  -        288.384 (meters)      946.14  (feet) COMP
 DJ4651  MODELED GRAVITY -    980,498.9   (mgal)                       NAVD 88
 DJ4651
 DJ4651  VERT ORDER      -  SECOND    CLASS I
 DJ4651
 DJ4651.The horizontal coordinates were determined by differentially corrected
 DJ4651.hand held GPS observations or other comparable positioning techniques
 DJ4651.and have an estimated accuracy of +/- 3 meters.
 DJ4651
 DJ4651.The orthometric height was determined by differential leveling and
 DJ4651.adjusted by the WI DEPT OF TRANSP
 DJ4651.in May 2012.
 DJ4651
 DJ4651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4651.GEOID18 height accuracy estimate available here.
 DJ4651
 DJ4651.Click photographs - Photos may exist for this station.
 DJ4651
 DJ4651.The dynamic height is computed by dividing the NAVD 88
 DJ4651.geopotential number by the normal gravity value computed on the
 DJ4651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4651.degrees latitude (g = 980.6199 gals.).
 DJ4651
 DJ4651.The modeled gravity was interpolated from observed gravity values.
 DJ4651
 DJ4651;                    North         East    Units  Estimated Accuracy
 DJ4651;SPC WI C     -    96,400.1     492,094.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4651
 DJ4651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2983350124(NAD 83)
 DJ4651
 DJ4651                          SUPERSEDED SURVEY CONTROL
 DJ4651
 DJ4651  NAVD 88 (07/08/08)  288.404  (m)          946.21   (f) SUPERSEDED  2 1
 DJ4651
 DJ4651.Superseded values are not recommended for survey control.
 DJ4651
 DJ4651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4651.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4651
 DJ4651_MARKER: DD = SURVEY DISK
 DJ4651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4651_STAMPING: 5D07 2005
 DJ4651_MARK LOGO: WIDT
 DJ4651_PROJECTION: FLUSH
 DJ4651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4651+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DJ4651
 DJ4651  HISTORY     - Date     Condition        Report By
 DJ4651  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4651  HISTORY     - 20060725 GOOD             WIDT
 DJ4651  HISTORY     - 20111108 GOOD             WIDT
 DJ4651
 DJ4651                          STATION DESCRIPTION
 DJ4651
 DJ4651'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4651'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4651'HIGHWAY D WEST (BEAVER CREEK ROAD) ABOUT 8 MI (12.9 KM) SOUTHEAST OF
 DJ4651'THE CITY OF EAU CLAIRE, GO WEST THEN SOUTH ON COUNTY HIGHWAY D (BEAVER
 DJ4651'CREEK ROAD) FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT.  THE
 DJ4651'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4651'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4651'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4651'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.6 M (34.8
 DJ4651'FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY D, 62.5 M (205.1 FT)
 DJ4651'SOUTH-SOUTHEAST OF A POWER POLE, 27.2 M (89.2 FT) NORTH OF A METAL
 DJ4651'FENCE POST, 16 M (52.5 FT) NORTH OF THE EXTENDED CENTER OF A FIELD
 DJ4651'ENTRANCE, 2 M (6.6 FT) WEST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3
 DJ4651'FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4651'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4651'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4651
 DJ4651                          STATION RECOVERY (2011)
 DJ4651
 DJ4651'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4651'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4609 ***********************************************************************
 DJ4609  DESIGNATION -  5D08
 DJ4609  PID         -  DJ4609
 DJ4609  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4609  COUNTRY     -  US
 DJ4609  USGS QUAD   -  BRACKETT (2018)
 DJ4609
 DJ4609                         *CURRENT SURVEY CONTROL
 DJ4609  ______________________________________________________________________
 DJ4609* NAD 83(1986) POSITION- 44 39 40.94   (N) 091 21 41.06   (W)   HD_HELD1
 DJ4609* NAVD 88 ORTHO HEIGHT -   315.100 (meters)     1033.79  (feet) ADJUSTED
 DJ4609  ______________________________________________________________________
 DJ4609  GEOID HEIGHT    -        -31.119 (meters)                     GEOID18
 DJ4609  DYNAMIC HEIGHT  -        315.064 (meters)     1033.67  (feet) COMP
 DJ4609  MODELED GRAVITY -    980,497.5   (mgal)                       NAVD 88
 DJ4609
 DJ4609  VERT ORDER      -  SECOND    CLASS I
 DJ4609
 DJ4609.The horizontal coordinates were determined by differentially corrected
 DJ4609.hand held GPS observations or other comparable positioning techniques
 DJ4609.and have an estimated accuracy of +/- 3 meters.
 DJ4609
 DJ4609.The orthometric height was determined by differential leveling and
 DJ4609.adjusted by the WI DEPT OF TRANSP
 DJ4609.in May 2012.
 DJ4609
 DJ4609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4609.GEOID18 height accuracy estimate available here.
 DJ4609
 DJ4609.Click photographs - Photos may exist for this station.
 DJ4609
 DJ4609.The dynamic height is computed by dividing the NAVD 88
 DJ4609.geopotential number by the normal gravity value computed on the
 DJ4609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4609.degrees latitude (g = 980.6199 gals.).
 DJ4609
 DJ4609.The modeled gravity was interpolated from observed gravity values.
 DJ4609
 DJ4609;                    North         East    Units  Estimated Accuracy
 DJ4609;SPC WI C     -    92,915.1     492,037.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4609
 DJ4609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2990446640(NAD 83)
 DJ4609
 DJ4609                          SUPERSEDED SURVEY CONTROL
 DJ4609
 DJ4609  NAVD 88 (07/08/08)  315.087  (m)         1033.75   (f) SUPERSEDED  2 1
 DJ4609
 DJ4609.Superseded values are not recommended for survey control.
 DJ4609
 DJ4609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4609.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4609
 DJ4609_MARKER: DD = SURVEY DISK
 DJ4609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4609_STAMPING: 5D08 2005
 DJ4609_MARK LOGO: WIDT
 DJ4609_PROJECTION: FLUSH
 DJ4609_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4609+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2011
 DJ4609
 DJ4609  HISTORY     - Date     Condition        Report By
 DJ4609  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4609  HISTORY     - 20060721 GOOD             WIDT
 DJ4609  HISTORY     - 20111107 GOOD             WIDT
 DJ4609
 DJ4609                          STATION DESCRIPTION
 DJ4609
 DJ4609'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4609'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DJ4609'HIGHWAY V ABOUT 9 MI (14.5 KM) SOUTHEAST OF THE CITY OF EAU CLAIRE, GO
 DJ4609'EAST ON COUNTY HIGHWAY V FOR 0.25 MI (0.4 KM) TO THE STATION ON THE
 DJ4609'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4609'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4609'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4609'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DJ4609'STATION IS 10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DJ4609'V, 63.8 M (209.3 FT) SOUTHEAST OF A WOOD POWER POLE --124--, 27.8 M
 DJ4609'(91.2 FT) SOUTHWEST OF A POWER POLE --125--, 1.0 M (3.3 FT) NORTH OF A
 DJ4609'BARBED WIRE FENCE, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST
 DJ4609'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4609'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4609'HORIZON.
 DJ4609
 DJ4609                          STATION RECOVERY (2011)
 DJ4609
 DJ4609'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4821 ***********************************************************************
 DJ4821  DESIGNATION -  5D09
 DJ4821  PID         -  DJ4821
 DJ4821  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4821  COUNTRY     -  US
 DJ4821  USGS QUAD   -  BRACKETT (2018)
 DJ4821
 DJ4821                         *CURRENT SURVEY CONTROL
 DJ4821  ______________________________________________________________________
 DJ4821* NAD 83(1986) POSITION- 44 39 40.87   (N) 091 18 55.83   (W)   HD_HELD1
 DJ4821* NAVD 88 ORTHO HEIGHT -   305.820 (meters)     1003.34  (feet) ADJUSTED
 DJ4821  ______________________________________________________________________
 DJ4821  GEOID HEIGHT    -        -31.205 (meters)                     GEOID18
 DJ4821  DYNAMIC HEIGHT  -        305.785 (meters)     1003.23  (feet) COMP
 DJ4821  MODELED GRAVITY -    980,494.8   (mgal)                       NAVD 88
 DJ4821
 DJ4821  VERT ORDER      -  SECOND    CLASS I
 DJ4821
 DJ4821.The horizontal coordinates were determined by differentially corrected
 DJ4821.hand held GPS observations or other comparable positioning techniques
 DJ4821.and have an estimated accuracy of +/- 3 meters.
 DJ4821
 DJ4821.The orthometric height was determined by differential leveling and
 DJ4821.adjusted by the WI DEPT OF TRANSP
 DJ4821.in May 2012.
 DJ4821
 DJ4821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4821.GEOID18 height accuracy estimate available here.
 DJ4821
 DJ4821.Click photographs - Photos may exist for this station.
 DJ4821
 DJ4821.The dynamic height is computed by dividing the NAVD 88
 DJ4821.geopotential number by the normal gravity value computed on the
 DJ4821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4821.degrees latitude (g = 980.6199 gals.).
 DJ4821
 DJ4821.The modeled gravity was interpolated from observed gravity values.
 DJ4821
 DJ4821;                    North         East    Units  Estimated Accuracy
 DJ4821;SPC WI C     -    92,853.0     495,677.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4821
 DJ4821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3354346712(NAD 83)
 DJ4821
 DJ4821                          SUPERSEDED SURVEY CONTROL
 DJ4821
 DJ4821  NAVD 88 (07/08/08)  305.808  (m)         1003.31   (f) SUPERSEDED  2 1
 DJ4821
 DJ4821.Superseded values are not recommended for survey control.
 DJ4821
 DJ4821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4821.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4821
 DJ4821_MARKER: DD = SURVEY DISK
 DJ4821_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4821_SP_SET: BRIDGE PARAPET WALL
 DJ4821_STAMPING: 5D09 2005
 DJ4821_MARK LOGO: WIDT
 DJ4821_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4821+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 DJ4821
 DJ4821  HISTORY     - Date     Condition        Report By
 DJ4821  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4821  HISTORY     - 20060725 GOOD             WIDT
 DJ4821  HISTORY     - 20111202 GOOD             WIDT
 DJ4821
 DJ4821                          STATION DESCRIPTION
 DJ4821
 DJ4821'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4821'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4821'COUNTY HIGHWAY HH (EXIT 81) IN THE COMMUNITY OF FOSTER, GO EAST ON
 DJ4821'COUNTY HIGHWAY HH FOR 0.5 MI (0.8 KM) TO COUNTY HIGHWAY KK ON THE
 DJ4821'LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY KK FOR 1.3 MI (2.1 KM)
 DJ4821'TO COUNTY HIGHWAY V, TURN LEFT AND GO WEST ON COUNTY HIGHWAY V FOR 0.4
 DJ4821'MI (0.6 KM) TO THE BRIDGE OVER INTERSTATE HIGHWAY 94 AND THE STATION
 DJ4821'ON THE RIGHT.
 DJ4821'
 DJ4821'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4821'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH
 DJ4821'PARAPET WALL OF THE WEST ABUTMENT OF THE BRIDGE --B-18-59-66--, ABOUT
 DJ4821'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT,
 DJ4821'
 DJ4821'4.4 M (14.4 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY V.
 DJ4821'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4821
 DJ4821                          STATION RECOVERY (2011)
 DJ4821
 DJ4821'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4821'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4610 ***********************************************************************
 DJ4610  DESIGNATION -  5D10
 DJ4610  PID         -  DJ4610
 DJ4610  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4610  COUNTRY     -  US
 DJ4610  USGS QUAD   -  BRACKETT (2018)
 DJ4610
 DJ4610                         *CURRENT SURVEY CONTROL
 DJ4610  ______________________________________________________________________
 DJ4610* NAD 83(1986) POSITION- 44 39 42.22   (N) 091 16 45.96   (W)   HD_HELD1
 DJ4610* NAVD 88 ORTHO HEIGHT -   307.309 (meters)     1008.23  (feet) ADJUSTED
 DJ4610  ______________________________________________________________________
 DJ4610  GEOID HEIGHT    -        -31.280 (meters)                     GEOID18
 DJ4610  DYNAMIC HEIGHT  -        307.273 (meters)     1008.11  (feet) COMP
 DJ4610  MODELED GRAVITY -    980,492.3   (mgal)                       NAVD 88
 DJ4610
 DJ4610  VERT ORDER      -  SECOND    CLASS I
 DJ4610
 DJ4610.The horizontal coordinates were determined by differentially corrected
 DJ4610.hand held GPS observations or other comparable positioning techniques
 DJ4610.and have an estimated accuracy of +/- 3 meters.
 DJ4610
 DJ4610.The orthometric height was determined by differential leveling and
 DJ4610.adjusted by the WI DEPT OF TRANSP
 DJ4610.in May 2012.
 DJ4610
 DJ4610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4610.GEOID18 height accuracy estimate available here.
 DJ4610
 DJ4610.Click photographs - Photos may exist for this station.
 DJ4610
 DJ4610.The dynamic height is computed by dividing the NAVD 88
 DJ4610.geopotential number by the normal gravity value computed on the
 DJ4610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4610.degrees latitude (g = 980.6199 gals.).
 DJ4610
 DJ4610.The modeled gravity was interpolated from observed gravity values.
 DJ4610
 DJ4610;                    North         East    Units  Estimated Accuracy
 DJ4610;SPC WI C     -    92,848.9     498,538.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4610
 DJ4610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3640246813(NAD 83)
 DJ4610
 DJ4610                          SUPERSEDED SURVEY CONTROL
 DJ4610
 DJ4610  NAVD 88 (07/08/08)  307.296  (m)         1008.19   (f) SUPERSEDED  2 1
 DJ4610
 DJ4610.Superseded values are not recommended for survey control.
 DJ4610
 DJ4610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4610.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4610
 DJ4610_MARKER: DD = SURVEY DISK
 DJ4610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4610_STAMPING: 5D10 2005
 DJ4610_MARK LOGO: WIDT
 DJ4610_PROJECTION: FLUSH
 DJ4610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4610+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 DJ4610
 DJ4610  HISTORY     - Date     Condition        Report By
 DJ4610  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4610  HISTORY     - 20060726 GOOD             WIDT
 DJ4610  HISTORY     - 20111027 GOOD             WIDT
 DJ4610
 DJ4610                          STATION DESCRIPTION
 DJ4610
 DJ4610'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4610'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4610'COUNTY HIGHWAY HH (EXIT 81) IN THE COMMUNITY OF FOSTER, GO EAST ON
 DJ4610'COUNTY HIGHWAY HH FOR 0.5 MI (0.8 KM) TO COUNTY HIGHWAY KK ON THE
 DJ4610'LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY KK FOR 1.3 MI (2.1 KM)
 DJ4610'TO COUNTY HIGHWAY V, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY V FOR
 DJ4610'0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4610'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4610'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4610'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4610'PAVEMENT.  THE STATION IS 9.8 M (32.2 FT) SOUTH OF THE CENTERLINE OF
 DJ4610'COUNTY HIGHWAY V, 39.2 M (128.6 FT) EAST OF THE WOOD POST FOR A --JCT
 DJ4610'COUNTY K-- SIGN, 6 M (19.7 FT) WEST OF A FIELD ENTRANCE, 1.5 M (4.9
 DJ4610'FT) NORTHWEST OF A CORNER FENCE POST, 1 M (3.3 FT) NORTH OF A BARBED
 DJ4610'WIRE FENCE, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A
 DJ4610'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4610'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4610
 DJ4610                          STATION RECOVERY (2011)
 DJ4610
 DJ4610'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4612 ***********************************************************************
 DJ4612  DESIGNATION -  5D11
 DJ4612  PID         -  DJ4612
 DJ4612  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4612  COUNTRY     -  US
 DJ4612  USGS QUAD   -  AUGUSTA WEST (2018)
 DJ4612
 DJ4612                         *CURRENT SURVEY CONTROL
 DJ4612  ______________________________________________________________________
 DJ4612* NAD 83(1986) POSITION- 44 39 48.32   (N) 091 12 28.73   (W)   HD_HELD1
 DJ4612* NAVD 88 ORTHO HEIGHT -   325.422 (meters)     1067.66  (feet) ADJUSTED
 DJ4612  ______________________________________________________________________
 DJ4612  GEOID HEIGHT    -        -31.456 (meters)                     GEOID18
 DJ4612  DYNAMIC HEIGHT  -        325.382 (meters)     1067.52  (feet) COMP
 DJ4612  MODELED GRAVITY -    980,485.8   (mgal)                       NAVD 88
 DJ4612
 DJ4612  VERT ORDER      -  SECOND    CLASS I
 DJ4612
 DJ4612.The horizontal coordinates were determined by differentially corrected
 DJ4612.hand held GPS observations or other comparable positioning techniques
 DJ4612.and have an estimated accuracy of +/- 3 meters.
 DJ4612
 DJ4612.The orthometric height was determined by differential leveling and
 DJ4612.adjusted by the WI DEPT OF TRANSP
 DJ4612.in May 2012.
 DJ4612
 DJ4612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4612.GEOID18 height accuracy estimate available here.
 DJ4612
 DJ4612.Click photographs - Photos may exist for this station.
 DJ4612
 DJ4612.The dynamic height is computed by dividing the NAVD 88
 DJ4612.geopotential number by the normal gravity value computed on the
 DJ4612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4612.degrees latitude (g = 980.6199 gals.).
 DJ4612
 DJ4612.The modeled gravity was interpolated from observed gravity values.
 DJ4612
 DJ4612;                    North         East    Units  Estimated Accuracy
 DJ4612;SPC WI C     -    92,950.4     504,207.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4612
 DJ4612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4206347123(NAD 83)
 DJ4612
 DJ4612                          SUPERSEDED SURVEY CONTROL
 DJ4612
 DJ4612  NAVD 88 (07/08/08)  325.410  (m)         1067.62   (f) SUPERSEDED  2 1
 DJ4612
 DJ4612.Superseded values are not recommended for survey control.
 DJ4612
 DJ4612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4612.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4612
 DJ4612_MARKER: DD = SURVEY DISK
 DJ4612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4612_STAMPING: 5D11 2005
 DJ4612_MARK LOGO: WIDT
 DJ4612_PROJECTION: FLUSH
 DJ4612_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4612+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 DJ4612
 DJ4612  HISTORY     - Date     Condition        Report By
 DJ4612  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4612  HISTORY     - 20060727 GOOD             WIDT
 DJ4612  HISTORY     - 20111027 GOOD             WIDT
 DJ4612
 DJ4612                          STATION DESCRIPTION
 DJ4612
 DJ4612'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4612'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DJ4612'HIGHWAY HH SOUTH ABOUT 3 MI (4.8 KM) WEST OF THE CITY OF AUGUSTA, GO
 DJ4612'SOUTHWEST ON COUNTY HIGHWAY HH SOUTH FOR 2.25 MI (3.6 KM) TO SENSKE
 DJ4612'ROAD ON THE LEFT, CONTINUE SOUTHWEST ON COUNTY HIGHWAY HH FOR 0.1 MI
 DJ4612'(0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4612'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4612'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4612'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4612'PAVEMENT.  THE STATION IS 10.7 M (35.1 FT) SOUTHEAST OF THE CENTERLINE
 DJ4612'OF COUNTY HIGHWAY HH, 43 M (141.1 FT) SOUTHWEST OF EXTENDED CENTER OF
 DJ4612'A FIELD ENTRANCE, 32.2 M (105.6 FT) SOUTH OF A WOOD POST FOR A
 DJ4612'--CATTLE XING--SIGN, 1.0 M (3.3 FT) NORTHWEST OF A BARBED WIRE FENCE,
 DJ4612'AND 1.0 M (3.3 FT) NORTH, WEST, AND SOUTHEAST OF A WHITE PLASTIC
 DJ4612'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4612'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4612
 DJ4612                          STATION RECOVERY (2011)
 DJ4612
 DJ4612'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4613 ***********************************************************************
 DJ4613  DESIGNATION -  5D12
 DJ4613  PID         -  DJ4613
 DJ4613  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4613  COUNTRY     -  US
 DJ4613  USGS QUAD   -  AUGUSTA WEST (2018)
 DJ4613
 DJ4613                         *CURRENT SURVEY CONTROL
 DJ4613  ______________________________________________________________________
 DJ4613* NAD 83(1986) POSITION- 44 40 29.34   (N) 091 10 50.87   (W)   HD_HELD1
 DJ4613* NAVD 88 ORTHO HEIGHT -   303.900 (meters)      997.05  (feet) ADJUSTED
 DJ4613  ______________________________________________________________________
 DJ4613  GEOID HEIGHT    -        -31.519 (meters)                     GEOID18
 DJ4613  DYNAMIC HEIGHT  -        303.862 (meters)      996.92  (feet) COMP
 DJ4613  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 DJ4613
 DJ4613  VERT ORDER      -  SECOND    CLASS I
 DJ4613
 DJ4613.The horizontal coordinates were determined by differentially corrected
 DJ4613.hand held GPS observations or other comparable positioning techniques
 DJ4613.and have an estimated accuracy of +/- 3 meters.
 DJ4613
 DJ4613.The orthometric height was determined by differential leveling and
 DJ4613.adjusted by the WI DEPT OF TRANSP
 DJ4613.in May 2012.
 DJ4613
 DJ4613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4613.GEOID18 height accuracy estimate available here.
 DJ4613
 DJ4613.Click photographs - Photos may exist for this station.
 DJ4613
 DJ4613.The dynamic height is computed by dividing the NAVD 88
 DJ4613.geopotential number by the normal gravity value computed on the
 DJ4613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4613.degrees latitude (g = 980.6199 gals.).
 DJ4613
 DJ4613.The modeled gravity was interpolated from observed gravity values.
 DJ4613
 DJ4613;                    North         East    Units  Estimated Accuracy
 DJ4613;SPC WI C     -    94,184.7     506,381.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4613
 DJ4613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4419048437(NAD 83)
 DJ4613
 DJ4613                          SUPERSEDED SURVEY CONTROL
 DJ4613
 DJ4613  NAVD 88 (07/08/08)  303.888  (m)          997.01   (f) SUPERSEDED  2 1
 DJ4613
 DJ4613.Superseded values are not recommended for survey control.
 DJ4613
 DJ4613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4613.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4613
 DJ4613_MARKER: DD = SURVEY DISK
 DJ4613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4613_STAMPING: 5D12 2005
 DJ4613_MARK LOGO: WIDT
 DJ4613_PROJECTION: FLUSH
 DJ4613_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4613+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 DJ4613
 DJ4613  HISTORY     - Date     Condition        Report By
 DJ4613  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4613  HISTORY     - 20060727 GOOD             WIDT
 DJ4613  HISTORY     - 20111027 GOOD             WIDT
 DJ4613
 DJ4613                          STATION DESCRIPTION
 DJ4613
 DJ4613'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4613'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DJ4613'HIGHWAY HH SOUTH ABOUT 3 MI (4.8 KM) WEST OF THE CITY OF AUGUSTA, GO
 DJ4613'SOUTHWEST ON COUNTY HIGHWAY HH SOUTH FOR 0.55 MI (0.9 KM) TO RUSSELL
 DJ4613'ROAD ON THE LEFT, CONTINUE SOUTHWEST ON COUNTY HIGHWAY HH FOR 0.3 MI
 DJ4613'(0.5 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4613'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4613'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4613'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4613'PAVEMENT.  THE STATION IS 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF
 DJ4613'COUNTY HIGHWAY HH, 7 M (23.0 FT) EAST OF A FIELD ENTRANCE, AND 1.0 M
 DJ4613'(3.3 FT) SOUTH, NORTHEAST, NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4613'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4613'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4613
 DJ4613                          STATION RECOVERY (2011)
 DJ4613
 DJ4613'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4613'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4596 ***********************************************************************
 DJ4596  DESIGNATION -  5D46
 DJ4596  PID         -  DJ4596
 DJ4596  STATE/COUNTY-  WI/CHIPPEWA
 DJ4596  COUNTRY     -  US
 DJ4596  USGS QUAD   -  CADOTT (2018)
 DJ4596
 DJ4596                         *CURRENT SURVEY CONTROL
 DJ4596  ______________________________________________________________________
 DJ4596* NAD 83(1986) POSITION- 44 55 45.79   (N) 091 14 52.15   (W)   HD_HELD1
 DJ4596* NAVD 88 ORTHO HEIGHT -   288.025 (meters)      944.96  (feet) ADJUSTED
 DJ4596  ______________________________________________________________________
 DJ4596  GEOID HEIGHT    -        -30.965 (meters)                     GEOID18
 DJ4596  DYNAMIC HEIGHT  -        288.003 (meters)      944.89  (feet) COMP
 DJ4596  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 DJ4596
 DJ4596  VERT ORDER      -  SECOND    CLASS I
 DJ4596
 DJ4596.The horizontal coordinates were determined by differentially corrected
 DJ4596.hand held GPS observations or other comparable positioning techniques
 DJ4596.and have an estimated accuracy of +/- 3 meters.
 DJ4596
 DJ4596.The orthometric height was determined by differential leveling and
 DJ4596.adjusted by the WI DEPT OF TRANSP
 DJ4596.in May 2012.
 DJ4596
 DJ4596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4596.GEOID18 height accuracy estimate available here.
 DJ4596
 DJ4596.Click photographs - Photos may exist for this station.
 DJ4596
 DJ4596.The dynamic height is computed by dividing the NAVD 88
 DJ4596.geopotential number by the normal gravity value computed on the
 DJ4596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4596.degrees latitude (g = 980.6199 gals.).
 DJ4596
 DJ4596.The modeled gravity was interpolated from observed gravity values.
 DJ4596
 DJ4596;                    North         East    Units  Estimated Accuracy
 DJ4596;SPC WI C     -   122,549.0     501,502.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4596
 DJ4596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3826876599(NAD 83)
 DJ4596
 DJ4596                          SUPERSEDED SURVEY CONTROL
 DJ4596
 DJ4596  NAVD 88 (07/08/08)  288.012  (m)          944.92   (f) SUPERSEDED  2 1
 DJ4596
 DJ4596.Superseded values are not recommended for survey control.
 DJ4596
 DJ4596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4596.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4596
 DJ4596_MARKER: DD = SURVEY DISK
 DJ4596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4596_STAMPING: 5D46 2005
 DJ4596_MARK LOGO: WIDT
 DJ4596_PROJECTION: FLUSH
 DJ4596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4596+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 DJ4596
 DJ4596  HISTORY     - Date     Condition        Report By
 DJ4596  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4596  HISTORY     - 20060710 GOOD             WIDT
 DJ4596  HISTORY     - 20111101 GOOD             WIDT
 DJ4596
 DJ4596                          STATION DESCRIPTION
 DJ4596
 DJ4596'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4596'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4596'HIGHWAY X (EXIT 87) ABOUT 3 MI (4.8 KM) SOUTHWEST OF THE VILLAGE OF
 DJ4596'CADOTT, GO WEST ON COUNTY HIGHWAY X FOR 1.6 MI (2.6 KM) TO 210TH
 DJ4596'STREET (RIDGEWAY DRIVE) AND THE STATION ON THE LEFT.  THE STATION IS A
 DJ4596'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4596'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4596'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4596'THE ROAD PAVEMENT.  THE STATION IS 9.4 M (30.8 FT) WEST OF THE
 DJ4596'CENTERLINE OF 210TH STREET (RIDGEWAY ROAD), 29.7 M (97.4 FT) SOUTH OF
 DJ4596'THE CENTERLINE OF COUNTY HIGHWAY X, AND 1.0 M (3.3 FT) NORTH AND SOUTH
 DJ4596'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4596'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4596'HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING TO 25 DEGREES
 DJ4596'ABOVE THE HORIZON.
 DJ4596
 DJ4596                          STATION RECOVERY (2011)
 DJ4596
 DJ4596'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4819 ***********************************************************************
 DJ4819  DESIGNATION -  5D47
 DJ4819  PID         -  DJ4819
 DJ4819  STATE/COUNTY-  WI/CHIPPEWA
 DJ4819  COUNTRY     -  US
 DJ4819  USGS QUAD   -  CADOTT (2018)
 DJ4819
 DJ4819                         *CURRENT SURVEY CONTROL
 DJ4819  ______________________________________________________________________
 DJ4819* NAD 83(1986) POSITION- 44 55 46.16   (N) 091 12 55.40   (W)   HD_HELD1
 DJ4819* NAVD 88 ORTHO HEIGHT -   298.214 (meters)      978.39  (feet) ADJUSTED
 DJ4819  ______________________________________________________________________
 DJ4819  GEOID HEIGHT    -        -30.985 (meters)                     GEOID18
 DJ4819  DYNAMIC HEIGHT  -        298.192 (meters)      978.32  (feet) COMP
 DJ4819  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 DJ4819
 DJ4819  VERT ORDER      -  SECOND    CLASS I
 DJ4819
 DJ4819.The horizontal coordinates were determined by differentially corrected
 DJ4819.hand held GPS observations or other comparable positioning techniques
 DJ4819.and have an estimated accuracy of +/- 3 meters.
 DJ4819
 DJ4819.The orthometric height was determined by differential leveling and
 DJ4819.adjusted by the WI DEPT OF TRANSP
 DJ4819.in May 2012.
 DJ4819
 DJ4819.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4819.GEOID18 height accuracy estimate available here.
 DJ4819
 DJ4819.Click photographs - Photos may exist for this station.
 DJ4819
 DJ4819.The dynamic height is computed by dividing the NAVD 88
 DJ4819.geopotential number by the normal gravity value computed on the
 DJ4819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4819.degrees latitude (g = 980.6199 gals.).
 DJ4819
 DJ4819.The modeled gravity was interpolated from observed gravity values.
 DJ4819
 DJ4819;                    North         East    Units  Estimated Accuracy
 DJ4819;SPC WI C     -   122,521.6     504,062.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4819
 DJ4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4082776666(NAD 83)
 DJ4819
 DJ4819                          SUPERSEDED SURVEY CONTROL
 DJ4819
 DJ4819  NAVD 88 (07/08/08)  298.200  (m)          978.34   (f) SUPERSEDED  2 1
 DJ4819
 DJ4819.Superseded values are not recommended for survey control.
 DJ4819
 DJ4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4819.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4819
 DJ4819_MARKER: DD = SURVEY DISK
 DJ4819_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4819_SP_SET: BRIDGE PARAPET WALL
 DJ4819_STAMPING: 5D47 2005
 DJ4819_MARK LOGO: WIDT
 DJ4819_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4819+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 DJ4819
 DJ4819  HISTORY     - Date     Condition        Report By
 DJ4819  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4819  HISTORY     - 20060711 GOOD             WIDT
 DJ4819  HISTORY     - 20111101 GOOD             WIDT
 DJ4819
 DJ4819                          STATION DESCRIPTION
 DJ4819
 DJ4819'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4819'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4819'HIGHWAY X (EXIT 87) ABOUT 3 MI (4.8 KM) SOUTHWEST OF THE VILLAGE OF
 DJ4819'CADOTT.
 DJ4819'
 DJ4819'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4819'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH
 DJ4819'PARAPET WALL OF THE WEST ABUTMENT OF THE BRIDGE --B-9-19-66--, ABOUT 1
 DJ4819'M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DJ4819'
 DJ4819'THE STATION IS 5.4 M (17.7 FT) NORTH OF THE CENTERLINE OF COUNTY
 DJ4819'HIGHWAY X AND 0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4819
 DJ4819                          STATION RECOVERY (2011)
 DJ4819
 DJ4819'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4819'NOTE - - STATION IS 3 M (10 FT) EAST OF A WITNESS PLAQUE SET ON A 4X6
 DJ4819'WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4595 ***********************************************************************
 DJ4595  DESIGNATION -  5D48
 DJ4595  PID         -  DJ4595
 DJ4595  STATE/COUNTY-  WI/CHIPPEWA
 DJ4595  COUNTRY     -  US
 DJ4595  USGS QUAD   -  CADOTT (2018)
 DJ4595
 DJ4595                         *CURRENT SURVEY CONTROL
 DJ4595  ______________________________________________________________________
 DJ4595* NAD 83(1986) POSITION- 44 56 13.70   (N) 091 10 32.75   (W)   HD_HELD1
 DJ4595* NAVD 88 ORTHO HEIGHT -   305.725 (meters)     1003.03  (feet) ADJUSTED
 DJ4595  ______________________________________________________________________
 DJ4595  GEOID HEIGHT    -        -31.013 (meters)                     GEOID18
 DJ4595  DYNAMIC HEIGHT  -        305.702 (meters)     1002.96  (feet) COMP
 DJ4595  MODELED GRAVITY -    980,533.6   (mgal)                       NAVD 88
 DJ4595
 DJ4595  VERT ORDER      -  SECOND    CLASS I
 DJ4595
 DJ4595.The horizontal coordinates were determined by differentially corrected
 DJ4595.hand held GPS observations or other comparable positioning techniques
 DJ4595.and have an estimated accuracy of +/- 3 meters.
 DJ4595
 DJ4595.The orthometric height was determined by differential leveling and
 DJ4595.adjusted by the WI DEPT OF TRANSP
 DJ4595.in May 2012.
 DJ4595
 DJ4595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4595.GEOID18 height accuracy estimate available here.
 DJ4595
 DJ4595.Click photographs - Photos may exist for this station.
 DJ4595
 DJ4595.The dynamic height is computed by dividing the NAVD 88
 DJ4595.geopotential number by the normal gravity value computed on the
 DJ4595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4595.degrees latitude (g = 980.6199 gals.).
 DJ4595
 DJ4595.The modeled gravity was interpolated from observed gravity values.
 DJ4595
 DJ4595;                    North         East    Units  Estimated Accuracy
 DJ4595;SPC WI C     -   123,325.5     507,202.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4595
 DJ4595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4393477586(NAD 83)
 DJ4595
 DJ4595                          SUPERSEDED SURVEY CONTROL
 DJ4595
 DJ4595  NAVD 88 (07/08/08)  305.712  (m)         1002.99   (f) SUPERSEDED  2 1
 DJ4595
 DJ4595.Superseded values are not recommended for survey control.
 DJ4595
 DJ4595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4595.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4595
 DJ4595_MARKER: DD = SURVEY DISK
 DJ4595_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4595_SP_SET: BRIDGE ABUTMENT
 DJ4595_STAMPING: 5D48 2005
 DJ4595_MARK LOGO: WIDT
 DJ4595_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4595+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 DJ4595
 DJ4595  HISTORY     - Date     Condition        Report By
 DJ4595  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4595  HISTORY     - 20060711 GOOD             WIDT
 DJ4595  HISTORY     - 20111101 GOOD             WIDT
 DJ4595
 DJ4595                          STATION DESCRIPTION
 DJ4595
 DJ4595'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4595'HIGHWAY 27 (EXIT 91) IN THE VILLAGE OF CADOTT, GO WEST ON STATE
 DJ4595'HIGHWAY 29 FOR 1.4 MI (2.3 KM) TO A BRIDGE OVER COUNTY HIGHWAY X AND
 DJ4595'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4595'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4595'IN THE TOP OF THE NORTH PARAPET WALL OF THE WEST ABUTMENT OF THE
 DJ4595'BRIDGE --B-9-177-92--, ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT,
 DJ4595'7.2 M (23.6 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 29.
 DJ4595'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4595
 DJ4595                          STATION RECOVERY (2011)
 DJ4595
 DJ4595'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4595'NOTE - - STATION IS 3 M (10 FT) EAST OF A WITNESS PLAQUE SET ON A WOOD
 DJ4595'GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4814 ***********************************************************************
 DJ4814  DESIGNATION -  5D49
 DJ4814  PID         -  DJ4814
 DJ4814  STATE/COUNTY-  WI/CHIPPEWA
 DJ4814  COUNTRY     -  US
 DJ4814  USGS QUAD   -  CADOTT (2018)
 DJ4814
 DJ4814                         *CURRENT SURVEY CONTROL
 DJ4814  ______________________________________________________________________
 DJ4814* NAD 83(1986) POSITION- 44 56 15.69   (N) 091 08 47.22   (W)   HD_HELD1
 DJ4814* NAVD 88 ORTHO HEIGHT -   331.062 (meters)     1086.16  (feet) ADJUSTED
 DJ4814  ______________________________________________________________________
 DJ4814  GEOID HEIGHT    -        -31.048 (meters)                     GEOID18
 DJ4814  DYNAMIC HEIGHT  -        331.036 (meters)     1086.07  (feet) COMP
 DJ4814  MODELED GRAVITY -    980,529.3   (mgal)                       NAVD 88
 DJ4814
 DJ4814  VERT ORDER      -  SECOND    CLASS I
 DJ4814
 DJ4814.The horizontal coordinates were determined by differentially corrected
 DJ4814.hand held GPS observations or other comparable positioning techniques
 DJ4814.and have an estimated accuracy of +/- 3 meters.
 DJ4814
 DJ4814.The orthometric height was determined by differential leveling and
 DJ4814.adjusted by the WI DEPT OF TRANSP
 DJ4814.in May 2012.
 DJ4814
 DJ4814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4814.GEOID18 height accuracy estimate available here.
 DJ4814
 DJ4814.Click photographs - Photos may exist for this station.
 DJ4814
 DJ4814.The dynamic height is computed by dividing the NAVD 88
 DJ4814.geopotential number by the normal gravity value computed on the
 DJ4814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4814.degrees latitude (g = 980.6199 gals.).
 DJ4814
 DJ4814.The modeled gravity was interpolated from observed gravity values.
 DJ4814
 DJ4814;                    North         East    Units  Estimated Accuracy
 DJ4814;SPC WI C     -   123,353.9     509,516.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4814
 DJ4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4624677699(NAD 83)
 DJ4814
 DJ4814                          SUPERSEDED SURVEY CONTROL
 DJ4814
 DJ4814  NAVD 88 (07/08/08)  331.049  (m)         1086.12   (f) SUPERSEDED  2 1
 DJ4814
 DJ4814.Superseded values are not recommended for survey control.
 DJ4814
 DJ4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4814.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4814
 DJ4814_MARKER: DD = SURVEY DISK
 DJ4814_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4814_SP_SET: BRIDGE WINGWALL
 DJ4814_STAMPING: 5D49 2005
 DJ4814_MARK LOGO: WIDT
 DJ4814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4814+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 DJ4814
 DJ4814  HISTORY     - Date     Condition        Report By
 DJ4814  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4814  HISTORY     - 20060726 GOOD             WIDT
 DJ4814  HISTORY     - 20111101 GOOD             WIDT
 DJ4814
 DJ4814                          STATION DESCRIPTION
 DJ4814
 DJ4814'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4814'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4814'HIGHWAY 27 (EXIT 91) IN THE VILLAGE OF CADOTT.
 DJ4814'
 DJ4814'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4814'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST WING
 DJ4814'WALL OF THE SOUTH ABUTMENT OF THE BRIDGE --B-9-179-92--, ABOUT LEVEL
 DJ4814'WITH THE HIGHWAY PAVEMENT.
 DJ4814'
 DJ4814'THE STATION IS 11 M (36.1 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4814'27 AND 0.5 M (1.6 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DJ4814
 DJ4814                          STATION RECOVERY (2011)
 DJ4814
 DJ4814'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4814'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4590 ***********************************************************************
 DJ4590  DESIGNATION -  5D50
 DJ4590  PID         -  DJ4590
 DJ4590  STATE/COUNTY-  WI/CHIPPEWA
 DJ4590  COUNTRY     -  US
 DJ4590  USGS QUAD   -  BOYD (2018)
 DJ4590
 DJ4590                         *CURRENT SURVEY CONTROL
 DJ4590  ______________________________________________________________________
 DJ4590* NAD 83(1986) POSITION- 44 56 12.69   (N) 091 05 10.47   (W)   HD_HELD1
 DJ4590* NAVD 88 ORTHO HEIGHT -   330.737 (meters)     1085.09  (feet) ADJUSTED
 DJ4590  ______________________________________________________________________
 DJ4590  GEOID HEIGHT    -        -31.137 (meters)                     GEOID18
 DJ4590  DYNAMIC HEIGHT  -        330.709 (meters)     1085.00  (feet) COMP
 DJ4590  MODELED GRAVITY -    980,521.6   (mgal)                       NAVD 88
 DJ4590
 DJ4590  VERT ORDER      -  SECOND    CLASS I
 DJ4590
 DJ4590.The horizontal coordinates were determined by differentially corrected
 DJ4590.hand held GPS observations or other comparable positioning techniques
 DJ4590.and have an estimated accuracy of +/- 3 meters.
 DJ4590
 DJ4590.The orthometric height was determined by differential leveling and
 DJ4590.adjusted by the WI DEPT OF TRANSP
 DJ4590.in May 2012.
 DJ4590
 DJ4590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4590.GEOID18 height accuracy estimate available here.
 DJ4590
 DJ4590.Click photographs - Photos may exist for this station.
 DJ4590
 DJ4590.The dynamic height is computed by dividing the NAVD 88
 DJ4590.geopotential number by the normal gravity value computed on the
 DJ4590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4590.degrees latitude (g = 980.6199 gals.).
 DJ4590
 DJ4590.The modeled gravity was interpolated from observed gravity values.
 DJ4590
 DJ4590;                    North         East    Units  Estimated Accuracy
 DJ4590;SPC WI C     -   123,195.9     514,266.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4590
 DJ4590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5099977717(NAD 83)
 DJ4590
 DJ4590                          SUPERSEDED SURVEY CONTROL
 DJ4590
 DJ4590  NAVD 88 (07/08/08)  330.724  (m)         1085.05   (f) SUPERSEDED  2 1
 DJ4590
 DJ4590.Superseded values are not recommended for survey control.
 DJ4590
 DJ4590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4590.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4590
 DJ4590_MARKER: DD = SURVEY DISK
 DJ4590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4590_STAMPING: 5D50 2005
 DJ4590_MARK LOGO: WIDT
 DJ4590_PROJECTION: FLUSH
 DJ4590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4590+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 DJ4590
 DJ4590  HISTORY     - Date     Condition        Report By
 DJ4590  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4590  HISTORY     - 20060727 GOOD             WIDT
 DJ4590  HISTORY     - 20111101 GOOD             WIDT
 DJ4590
 DJ4590                          STATION DESCRIPTION
 DJ4590
 DJ4590'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4590'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DJ4590'HIGHWAY X (CHIPPEWA STREET) IN THE VILLAGE OF CADOTT, GO WEST ON
 DJ4590'COUNTY HIGHWAY X (CHIPPEWA STREET) FOR 2.95 MI (4.7 KM) TO 290TH
 DJ4590'STREET, TURN RIGHT AND GO SOUTH ON 290TH STREET FOR 0.4 MI (0.6 KM) TO
 DJ4590'A CUL-DE-SAC AND THE STATION STRAIGHT AHEAD.  THE STATION IS A BRONZE
 DJ4590'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4590'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4590'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DJ4590'PAVEMENT.  THE STATION IS 28.9 M (94.8 FT) NORTH OF THE CENTERLINE OF
 DJ4590'WESTBOUND STATE HIGHWAY 29, 20.8 M (68.2 FT) EAST OF A POWER POLE
 DJ4590'--8830KK8--, 16.8 M (55.1 FT) NORTHWEST OF THE NORTH END OF A CONCRETE
 DJ4590'CULVERT, 7 M (23.0 FT) EAST OF THE EXTENDED CENTER OF 290TH STREET,
 DJ4590'3.6 M (11.8 FT) SOUTHEAST OF THE EASTERNMOST OF THREE WOOD POSTS WITH
 DJ4590'TRIANGULAR REFLECTORS, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DJ4590'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4590'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4590'HORIZON EXCEPT FOR THE REFERENCED POWER POLE TO THE WEST EXTENDING TO
 DJ4590'20 DEGREES ABOVE THE HORIZON.
 DJ4590
 DJ4590                          STATION RECOVERY (2011)
 DJ4590
 DJ4590'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4590'TO REACH THE STATION FROM THE JUNCTION OF STATE
 DJ4590'HIGHWAY 27 WITH COUNTY HIGHWAY X CHIPPEWA STREET) IN THE VILLAGE
 DJ4590'OF CADOTT, GO EAST (NOT WEST) ON COUNTY HIGHWAY X FOR 2.95 MI (4.7 KM)
 DJ4590'TO 290TH STREET, TURN RIGHT AND GO SOUTH ON 290TH STREET FOR 0.4 MI
 DJ4590'(0.6 KM) TO A CUL-DE-SAC AND THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4591 ***********************************************************************
 DJ4591  DESIGNATION -  5D51
 DJ4591  PID         -  DJ4591
 DJ4591  STATE/COUNTY-  WI/CHIPPEWA
 DJ4591  COUNTRY     -  US
 DJ4591  USGS QUAD   -  BOYD (2018)
 DJ4591
 DJ4591                         *CURRENT SURVEY CONTROL
 DJ4591  ______________________________________________________________________
 DJ4591* NAD 83(1986) POSITION- 44 56 37.14   (N) 091 03 55.20   (W)   HD_HELD1
 DJ4591* NAVD 88 ORTHO HEIGHT -   331.977 (meters)     1089.16  (feet) ADJUSTED
 DJ4591  ______________________________________________________________________
 DJ4591  GEOID HEIGHT    -        -31.157 (meters)                     GEOID18
 DJ4591  DYNAMIC HEIGHT  -        331.948 (meters)     1089.07  (feet) COMP
 DJ4591  MODELED GRAVITY -    980,520.1   (mgal)                       NAVD 88
 DJ4591
 DJ4591  VERT ORDER      -  SECOND    CLASS I
 DJ4591
 DJ4591.The horizontal coordinates were determined by differentially corrected
 DJ4591.hand held GPS observations or other comparable positioning techniques
 DJ4591.and have an estimated accuracy of +/- 3 meters.
 DJ4591
 DJ4591.The orthometric height was determined by differential leveling and
 DJ4591.adjusted by the WI DEPT OF TRANSP
 DJ4591.in May 2012.
 DJ4591
 DJ4591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4591.GEOID18 height accuracy estimate available here.
 DJ4591
 DJ4591.Click photographs - Photos may exist for this station.
 DJ4591
 DJ4591.The dynamic height is computed by dividing the NAVD 88
 DJ4591.geopotential number by the normal gravity value computed on the
 DJ4591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4591.degrees latitude (g = 980.6199 gals.).
 DJ4591
 DJ4591.The modeled gravity was interpolated from observed gravity values.
 DJ4591
 DJ4591;                    North         East    Units  Estimated Accuracy
 DJ4591;SPC WI C     -   123,928.7     515,926.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4591
 DJ4591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5263078511(NAD 83)
 DJ4591
 DJ4591                          SUPERSEDED SURVEY CONTROL
 DJ4591
 DJ4591  NAVD 88 (07/08/08)  331.963  (m)         1089.12   (f) SUPERSEDED  2 1
 DJ4591
 DJ4591.Superseded values are not recommended for survey control.
 DJ4591
 DJ4591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4591.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4591
 DJ4591_MARKER: DD = SURVEY DISK
 DJ4591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4591_STAMPING: 5D51 2005
 DJ4591_MARK LOGO: WIDT
 DJ4591_PROJECTION: FLUSH
 DJ4591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4591+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 DJ4591
 DJ4591  HISTORY     - Date     Condition        Report By
 DJ4591  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4591  HISTORY     - 20060728 GOOD             WIDT
 DJ4591  HISTORY     - 20111101 GOOD             WIDT
 DJ4591
 DJ4591                          STATION DESCRIPTION
 DJ4591
 DJ4591'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4591'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4591'HIGHWAY D (EXIT 97) IN THE VILLAGE OF BOYD, GO SOUTH ON COUNTY HIGHWAY
 DJ4591'D FOR 0.1 MI (0.2 KM) TO COUNTY HIGHWAY X, TURN RIGHT AND GO WEST ON
 DJ4591'COUNTY HIGHWAY X FOR 1.5 MI (2.4 KM) TO 300TH STREET, TURN LEFT AND GO
 DJ4591'SOUTH ON 300TH STREET FOR 0.05 MI (0.1 KM) TO THE STATION ON THE
 DJ4591'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4591'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4591'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4591'RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT.  THE
 DJ4591'STATION IS 9.1 M (29.9 FT) WEST OF THE CENTERLINE OF 300TH STREET,
 DJ4591'25.5 M (83.7 FT) SOUTHWEST OF A FLAG POLE, 11 M (36.1 FT) SOUTH OF THE
 DJ4591'EXTENDED CENTER OF AN ENTRANCE TO SAINT JOSEPH CEMETERY, 7 M (23.0 FT)
 DJ4591'EAST OF A FIELD ENTRANCE, 1 M (3.3 FT) EAST OF AN AGRICULTURAL FIELD,
 DJ4591'AND 1.0 M (3.3 FT) WEST, SOUTHEAST, AND NORTHWEST OF A WHITE PLASTIC
 DJ4591'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4591'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO
 DJ4591'THE EAST OF THE STATION EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DJ4591
 DJ4591                          STATION RECOVERY (2011)
 DJ4591
 DJ4591'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4592 ***********************************************************************
 DJ4592  DESIGNATION -  5D53
 DJ4592  PID         -  DJ4592
 DJ4592  STATE/COUNTY-  WI/CHIPPEWA
 DJ4592  COUNTRY     -  US
 DJ4592  USGS QUAD   -  BOYD (2018)
 DJ4592
 DJ4592                         *CURRENT SURVEY CONTROL
 DJ4592  ______________________________________________________________________
 DJ4592* NAD 83(1986) POSITION- 44 55 46.41   (N) 091 00 23.88   (W)   HD_HELD1
 DJ4592* NAVD 88 ORTHO HEIGHT -   327.468 (meters)     1074.37  (feet) ADJUSTED
 DJ4592  ______________________________________________________________________
 DJ4592  GEOID HEIGHT    -        -31.279 (meters)                     GEOID18
 DJ4592  DYNAMIC HEIGHT  -        327.438 (meters)     1074.27  (feet) COMP
 DJ4592  MODELED GRAVITY -    980,517.2   (mgal)                       NAVD 88
 DJ4592
 DJ4592  VERT ORDER      -  SECOND    CLASS I
 DJ4592
 DJ4592.The horizontal coordinates were determined by differentially corrected
 DJ4592.hand held GPS observations or other comparable positioning techniques
 DJ4592.and have an estimated accuracy of +/- 3 meters.
 DJ4592
 DJ4592.The orthometric height was determined by differential leveling and
 DJ4592.adjusted by the WI DEPT OF TRANSP
 DJ4592.in May 2012.
 DJ4592
 DJ4592.No vertical observational check was made to the station.
 DJ4592
 DJ4592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4592.GEOID18 height accuracy estimate available here.
 DJ4592
 DJ4592.Click photographs - Photos may exist for this station.
 DJ4592
 DJ4592.The dynamic height is computed by dividing the NAVD 88
 DJ4592.geopotential number by the normal gravity value computed on the
 DJ4592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4592.degrees latitude (g = 980.6199 gals.).
 DJ4592
 DJ4592.The modeled gravity was interpolated from observed gravity values.
 DJ4592
 DJ4592;                    North         East    Units  Estimated Accuracy
 DJ4592;SPC WI C     -   122,303.8     520,539.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4592
 DJ4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5730077058(NAD 83)
 DJ4592
 DJ4592                          SUPERSEDED SURVEY CONTROL
 DJ4592
 DJ4592  NAVD 88 (07/08/08)  327.455  (m)         1074.33   (f) SUPERSEDED  2 1
 DJ4592
 DJ4592.Superseded values are not recommended for survey control.
 DJ4592
 DJ4592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4592.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4592
 DJ4592_MARKER: DD = SURVEY DISK
 DJ4592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4592_STAMPING: 5D53 2005
 DJ4592_MARK LOGO: WIDT
 DJ4592_PROJECTION: FLUSH
 DJ4592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4592+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 DJ4592
 DJ4592  HISTORY     - Date     Condition        Report By
 DJ4592  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4592  HISTORY     - 20060731 GOOD             WIDT
 DJ4592  HISTORY     - 20070124 GOOD             WIDT
 DJ4592  HISTORY     - 20111101 GOOD             WIDT
 DJ4592
 DJ4592                          STATION DESCRIPTION
 DJ4592
 DJ4592'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4592'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4592'HIGHWAY D (EXIT 97) IN THE VILLAGE OF BOYD, GO SOUTH ON COUNTY HIGHWAY
 DJ4592'D FOR 1.1 MI (1.8 KM) TO COUNTY HIGHWAY MM, TURN LEFT AND GO EAST ON
 DJ4592'COUNTY HIGHWAY MM FOR 1.0 MI (1.6 KM) TO 325TH STREET, CONTINUE EAST
 DJ4592'ON COUNTY HIGHWAY MM FOR 0.35 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DJ4592'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4592'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4592'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4592'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4592'10.5 M (34.4 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY MM, 52 M
 DJ4592'(170.6 FT) SOUTHWEST OF A POWER POLE, 1 M (3.3 FT) NORTH OF A WIRE
 DJ4592'FENCE, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE
 DJ4592'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4592'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4592
 DJ4592                          STATION RECOVERY (2007)
 DJ4592
 DJ4592'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 DJ4592'RECOVERED AS DESCRIBED.
 DJ4592
 DJ4592                          STATION RECOVERY (2011)
 DJ4592
 DJ4592'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4926 ***********************************************************************
 DJ4926  DESIGNATION -  5D54
 DJ4926  PID         -  DJ4926
 DJ4926  STATE/COUNTY-  WI/JACKSON
 DJ4926  COUNTRY     -  US
 DJ4926  USGS QUAD   -  OSSEO (2018)
 DJ4926
 DJ4926                         *CURRENT SURVEY CONTROL
 DJ4926  ______________________________________________________________________
 DJ4926* NAD 83(1986) POSITION- 44 32 11.3    (N) 091 08 07.0    (W)   HD_HELD2
 DJ4926* NAVD 88 ORTHO HEIGHT -   308.527 (meters)     1012.23  (feet) ADJUSTED
 DJ4926  ______________________________________________________________________
 DJ4926  GEOID HEIGHT    -        -31.805 (meters)                     GEOID18
 DJ4926  DYNAMIC HEIGHT  -        308.482 (meters)     1012.08  (feet) COMP
 DJ4926  MODELED GRAVITY -    980,466.2   (mgal)                       NAVD 88
 DJ4926
 DJ4926  VERT ORDER      -  SECOND    CLASS I
 DJ4926
 DJ4926.The horizontal coordinates were established by autonomous hand held GPS
 DJ4926.observations and have an estimated accuracy of +/- 10 meters.
 DJ4926
 DJ4926.The orthometric height was determined by differential leveling and
 DJ4926.adjusted by the WI DEPT OF TRANSP
 DJ4926.in May 2012.
 DJ4926
 DJ4926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4926.GEOID18 height accuracy estimate available here.
 DJ4926
 DJ4926.Click photographs - Photos may exist for this station.
 DJ4926
 DJ4926.The dynamic height is computed by dividing the NAVD 88
 DJ4926.geopotential number by the normal gravity value computed on the
 DJ4926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4926.degrees latitude (g = 980.6199 gals.).
 DJ4926
 DJ4926.The modeled gravity was interpolated from observed gravity values.
 DJ4926
 DJ4926;                    North         East    Units  Estimated Accuracy
 DJ4926;SPC WI C     -    78,762.      509,775.      MT  (+/- 10 meters HH2 GPS)
 DJ4926
 DJ4926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4814933151(NAD 83)
 DJ4926
 DJ4926                          SUPERSEDED SURVEY CONTROL
 DJ4926
 DJ4926  NAVD 88 (07/08/08)  308.514  (m)         1012.18   (f) SUPERSEDED  2 1
 DJ4926
 DJ4926.Superseded values are not recommended for survey control.
 DJ4926
 DJ4926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4926.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4926
 DJ4926_MARKER: DD = SURVEY DISK
 DJ4926_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4926_SP_SET: BRIDGE ABUTMENT
 DJ4926_STAMPING: 5D54 2005
 DJ4926_MARK LOGO: WIDT
 DJ4926_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4926+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2011
 DJ4926
 DJ4926  HISTORY     - Date     Condition        Report By
 DJ4926  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4926  HISTORY     - 20060509 GOOD             WIDT
 DJ4926  HISTORY     - 20110913 GOOD             WIDT
 DJ4926
 DJ4926                          STATION DESCRIPTION
 DJ4926
 DJ4926'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4926'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DJ4926'HIGHWAY T TO THE NORTH AND POPLAR ROAD TO THE SOUTH ABOUT 8 MI (12.9
 DJ4926'KM) SOUTHEAST OF THE CITY OF OSSEO, GO WEST ON COUNTY HIGHWAY B FOR
 DJ4926'3.6 MI (5.8 KM) TO BLUFF VIEW ROAD ON THE RIGHT, TURN RIGHT AND GO
 DJ4926'NORTH ON BLUFF VIEW ROAD FOR 0.05 MI (0.1 KM) TO A BRIDGE OVER THE
 DJ4926'SOUTH FORK OF THE BUFFALO RIVER AND THE STATION ON THE LEFT.  THE
 DJ4926'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4926'SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF THE
 DJ4926'SOUTH ABUTMENT OF THE BRIDGE --B-27-138--, ABOUT LEVEL WITH THE ROAD
 DJ4926'PAVEMENT, 4.3 M (14.1 FT) WEST OF THE CENTERLINE OF BLUFF VIEW ROAD.
 DJ4926'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4926
 DJ4926                          STATION RECOVERY (2011)
 DJ4926
 DJ4926'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4926'NOTE - - STATION IS O.3 M (1 FT)SOUTH OF A WITNESS PLAQUE SET ON A
 DJ4926'WOOD GUARDRAIL POST.
 DJ4926'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4571 ***********************************************************************
 DJ4571  DESIGNATION -  5D55
 DJ4571  PID         -  DJ4571
 DJ4571  STATE/COUNTY-  WI/JACKSON
 DJ4571  COUNTRY     -  US
 DJ4571  USGS QUAD   -  PRICE (2018)
 DJ4571
 DJ4571                         *CURRENT SURVEY CONTROL
 DJ4571  ______________________________________________________________________
 DJ4571* NAD 83(1986) POSITION- 44 32 20.0    (N) 091 06 17.9    (W)   HD_HELD2
 DJ4571* NAVD 88 ORTHO HEIGHT -   318.122 (meters)     1043.71  (feet) ADJUSTED
 DJ4571  ______________________________________________________________________
 DJ4571  GEOID HEIGHT    -        -31.890 (meters)                     GEOID18
 DJ4571  DYNAMIC HEIGHT  -        318.074 (meters)     1043.55  (feet) COMP
 DJ4571  MODELED GRAVITY -    980,460.0   (mgal)                       NAVD 88
 DJ4571
 DJ4571  VERT ORDER      -  SECOND    CLASS I
 DJ4571
 DJ4571.The horizontal coordinates were established by autonomous hand held GPS
 DJ4571.observations and have an estimated accuracy of +/- 10 meters.
 DJ4571
 DJ4571.The orthometric height was determined by differential leveling and
 DJ4571.adjusted by the WI DEPT OF TRANSP
 DJ4571.in May 2012.
 DJ4571
 DJ4571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4571.GEOID18 height accuracy estimate available here.
 DJ4571
 DJ4571.Click photographs - Photos may exist for this station.
 DJ4571
 DJ4571.The dynamic height is computed by dividing the NAVD 88
 DJ4571.geopotential number by the normal gravity value computed on the
 DJ4571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4571.degrees latitude (g = 980.6199 gals.).
 DJ4571
 DJ4571.The modeled gravity was interpolated from observed gravity values.
 DJ4571
 DJ4571;                    North         East    Units  Estimated Accuracy
 DJ4571;SPC WI C     -    78,997.      512,187.      MT  (+/- 10 meters HH2 GPS)
 DJ4571
 DJ4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5055033475(NAD 83)
 DJ4571
 DJ4571                          SUPERSEDED SURVEY CONTROL
 DJ4571
 DJ4571  NAVD 88 (07/08/08)  318.109  (m)         1043.66   (f) SUPERSEDED  2 1
 DJ4571
 DJ4571.Superseded values are not recommended for survey control.
 DJ4571
 DJ4571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4571.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4571
 DJ4571_MARKER: DD = SURVEY DISK
 DJ4571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4571_STAMPING: 5D55 2005
 DJ4571_MARK LOGO: WIDT
 DJ4571_PROJECTION: FLUSH
 DJ4571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4571+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2011
 DJ4571
 DJ4571  HISTORY     - Date     Condition        Report By
 DJ4571  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4571  HISTORY     - 20060519 GOOD             WIDT
 DJ4571  HISTORY     - 20110913 GOOD             WIDT
 DJ4571
 DJ4571                          STATION DESCRIPTION
 DJ4571
 DJ4571'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4571'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DJ4571'HIGHWAY T TO THE NORTH AND POPLAR ROAD TO THE SOUTH ABOUT 8 MI (12.9
 DJ4571'KM) SOUTHEAST OF THE CITY OF OSSEO, GO WEST ON COUNTY HIGHWAY B FOR
 DJ4571'1.95 MI (3.1 KM) TO WEST HILLCREST ROAD ON THE RIGHT AND THE STATION
 DJ4571'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4571'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4571'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4571'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DJ4571'9.8 M (32.2 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 36.5 M
 DJ4571'(119.8 FT) SOUTH OF A --TOWN OF GARFIELD RECYCLING CENTER-- BUILDING,
 DJ4571'30 M (98.4 FT) EAST OF THE EXTENDED CENTER OF LEVIS ROAD, 27.1 M (88.9
 DJ4571'FT) SOUTHWEST OF A POWER POLE --308--, 27 M (88.6 FT) WEST OF THE
 DJ4571'CENTER OF WEST HILLCREST ROAD, 18.8 M (61.7 FT) WEST-SOUTHWEST OF A
 DJ4571'TELEPHONE PEDESTAL --2349--, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DJ4571'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4571'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DJ4571'HORIZON EXCEPT FOR TREES TO THE EAST AND SOUTHEAST OF THE STATION
 DJ4571'EXTENDING TO 30 DEGREES AND 25 DEGREES, RESPECTIVELY.
 DJ4571
 DJ4571                          STATION RECOVERY (2011)
 DJ4571
 DJ4571'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4572 ***********************************************************************
 DJ4572  DESIGNATION -  5D56
 DJ4572  PID         -  DJ4572
 DJ4572  STATE/COUNTY-  WI/JACKSON
 DJ4572  COUNTRY     -  US
 DJ4572  USGS QUAD   -  PRICE (2018)
 DJ4572
 DJ4572                         *CURRENT SURVEY CONTROL
 DJ4572  ______________________________________________________________________
 DJ4572* NAD 83(1986) POSITION- 44 32 19.8    (N) 091 03 53.4    (W)   HD_HELD2
 DJ4572* NAVD 88 ORTHO HEIGHT -   323.205 (meters)     1060.38  (feet) ADJUSTED
 DJ4572  ______________________________________________________________________
 DJ4572  GEOID HEIGHT    -        -31.991 (meters)                     GEOID18
 DJ4572  DYNAMIC HEIGHT  -        323.156 (meters)     1060.22  (feet) COMP
 DJ4572  MODELED GRAVITY -    980,458.3   (mgal)                       NAVD 88
 DJ4572
 DJ4572  VERT ORDER      -  SECOND    CLASS I
 DJ4572
 DJ4572.The horizontal coordinates were established by autonomous hand held GPS
 DJ4572.observations and have an estimated accuracy of +/- 10 meters.
 DJ4572
 DJ4572.The orthometric height was determined by differential leveling and
 DJ4572.adjusted by the WI DEPT OF TRANSP
 DJ4572.in May 2012.
 DJ4572
 DJ4572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4572.GEOID18 height accuracy estimate available here.
 DJ4572
 DJ4572.Click photographs - Photos may exist for this station.
 DJ4572
 DJ4572.The dynamic height is computed by dividing the NAVD 88
 DJ4572.geopotential number by the normal gravity value computed on the
 DJ4572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4572.degrees latitude (g = 980.6199 gals.).
 DJ4572
 DJ4572.The modeled gravity was interpolated from observed gravity values.
 DJ4572
 DJ4572;                    North         East    Units  Estimated Accuracy
 DJ4572;SPC WI C     -    78,949.      515,376.      MT  (+/- 10 meters HH2 GPS)
 DJ4572
 DJ4572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5373933544(NAD 83)
 DJ4572
 DJ4572                          SUPERSEDED SURVEY CONTROL
 DJ4572
 DJ4572  NAVD 88 (07/08/08)  323.192  (m)         1060.34   (f) SUPERSEDED  2 1
 DJ4572
 DJ4572.Superseded values are not recommended for survey control.
 DJ4572
 DJ4572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4572.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4572
 DJ4572_MARKER: DD = SURVEY DISK
 DJ4572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4572_STAMPING: 5D56 2005
 DJ4572_MARK LOGO: WIDT
 DJ4572_PROJECTION: FLUSH
 DJ4572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4572+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2011
 DJ4572
 DJ4572  HISTORY     - Date     Condition        Report By
 DJ4572  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4572  HISTORY     - 20060509 GOOD             WIDT
 DJ4572  HISTORY     - 20110913 GOOD             WIDT
 DJ4572
 DJ4572                          STATION DESCRIPTION
 DJ4572
 DJ4572'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4572'THE STATION IS LOCATED AT THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DJ4572'HIGHWAY T TO THE NORTH AND POPLAR ROAD TO THE SOUTH ABOUT 8 MI (12.9
 DJ4572'KM) SOUTHEAST OF THE CITY OF OSSEO.  THE STATION IS A BRONZE WISCONSIN
 DJ4572'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4572'IN THE TOP OF 40-CM (16 INCH) DIAMETER CONCRETE POST (2.1 M DEEP),
 DJ4572'LOCATED IN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DJ4572'PAVEMENT.  THE STATION IS 25.4 M (83.3 FT) NORTH OF THE CENTERLINE OF
 DJ4572'COUNTY HIGHWAY B, 24.1 M (79.1 FT) NORTHEAST OF A POWER POLE, 16.9 M
 DJ4572'(55.4 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY T, 5.1 M (16.7 FT)
 DJ4572'SOUTHEAST A WOOD POST FOR A --BUFFALO RIVER PUBLIC HUNTING AND
 DJ4572'FISHING-- SIGN, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A
 DJ4572'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE
 DJ4572'FOR GPS OBSERVATIONS.
 DJ4572
 DJ4572                          STATION RECOVERY (2011)
 DJ4572
 DJ4572'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4574 ***********************************************************************
 DJ4574  DESIGNATION -  5D57
 DJ4574  PID         -  DJ4574
 DJ4574  STATE/COUNTY-  WI/JACKSON
 DJ4574  COUNTRY     -  US
 DJ4574  USGS QUAD   -  PRICE (2018)
 DJ4574
 DJ4574                         *CURRENT SURVEY CONTROL
 DJ4574  ______________________________________________________________________
 DJ4574* NAD 83(1986) POSITION- 44 32 22.0    (N) 091 00 19.9    (W)   HD_HELD2
 DJ4574* NAVD 88 ORTHO HEIGHT -   350.589 (meters)     1150.22  (feet) ADJUSTED
 DJ4574  ______________________________________________________________________
 DJ4574  GEOID HEIGHT    -        -32.136 (meters)                     GEOID18
 DJ4574  DYNAMIC HEIGHT  -        350.536 (meters)     1150.05  (feet) COMP
 DJ4574  MODELED GRAVITY -    980,457.9   (mgal)                       NAVD 88
 DJ4574
 DJ4574  VERT ORDER      -  SECOND    CLASS I
 DJ4574
 DJ4574.The horizontal coordinates were established by autonomous hand held GPS
 DJ4574.observations and have an estimated accuracy of +/- 10 meters.
 DJ4574
 DJ4574.The orthometric height was determined by differential leveling and
 DJ4574.adjusted by the WI DEPT OF TRANSP
 DJ4574.in May 2012.
 DJ4574
 DJ4574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4574.GEOID18 height accuracy estimate available here.
 DJ4574
 DJ4574.Click photographs - Photos may exist for this station.
 DJ4574
 DJ4574.The dynamic height is computed by dividing the NAVD 88
 DJ4574.geopotential number by the normal gravity value computed on the
 DJ4574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4574.degrees latitude (g = 980.6199 gals.).
 DJ4574
 DJ4574.The modeled gravity was interpolated from observed gravity values.
 DJ4574
 DJ4574;                    North         East    Units  Estimated Accuracy
 DJ4574;SPC WI C     -    78,956.      520,090.      MT  (+/- 10 meters HH2 GPS)
 DJ4574
 DJ4574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5844933725(NAD 83)
 DJ4574
 DJ4574                          SUPERSEDED SURVEY CONTROL
 DJ4574
 DJ4574  NAVD 88 (07/08/08)  350.575  (m)         1150.18   (f) SUPERSEDED  2 1
 DJ4574
 DJ4574.Superseded values are not recommended for survey control.
 DJ4574
 DJ4574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4574.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4574
 DJ4574_MARKER: DD = SURVEY DISK
 DJ4574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4574_STAMPING: 5D57 2005
 DJ4574_MARK LOGO: WIDT
 DJ4574_PROJECTION: FLUSH
 DJ4574_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4574+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2011
 DJ4574
 DJ4574  HISTORY     - Date     Condition        Report By
 DJ4574  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4574  HISTORY     - 20060508 GOOD             WIDT
 DJ4574  HISTORY     - 20110913 GOOD             WIDT
 DJ4574
 DJ4574                          STATION DESCRIPTION
 DJ4574
 DJ4574'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4574'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 DJ4574'HIGHWAY 27 WITH COUNTY HIGHWAY B WEST JUST NORTH OF THE COMMUNITY OF
 DJ4574'HUMBIRD, GO WEST ON COUNTY HIGHWAY B FOR 4.5 MI (7.2 KM) TO TOWN HALL
 DJ4574'ROAD, CONTINUE WEST ON COUNTY HIGHWAY B FOR 0.8 MI (1.3 KM) TO THE
 DJ4574'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4574'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4574'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4574'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4574'IS 9.6 M (31.5 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 63 M
 DJ4574'(206.7 FT) EAST OF A PRIVATE ENTRANCE --W13858--, AND 1.0 M (3.3 FT)
 DJ4574'NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4574'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4574'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4574
 DJ4574                          STATION RECOVERY (2011)
 DJ4574
 DJ4574'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4574'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4812 ***********************************************************************
 DJ4812  DESIGNATION -  5E02
 DJ4812  PID         -  DJ4812
 DJ4812  STATE/COUNTY-  WI/JACKSON
 DJ4812  COUNTRY     -  US
 DJ4812  USGS QUAD   -  FAIRCHILD (2018)
 DJ4812
 DJ4812                         *CURRENT SURVEY CONTROL
 DJ4812  ______________________________________________________________________
 DJ4812* NAD 83(1986) POSITION- 44 32 09.9    (N) 090 56 34.5    (W)   HD_HELD2
 DJ4812* NAVD 88 ORTHO HEIGHT -   327.992 (meters)     1076.09  (feet) ADJUSTED
 DJ4812  ______________________________________________________________________
 DJ4812  GEOID HEIGHT    -        -32.306 (meters)                     GEOID18
 DJ4812  DYNAMIC HEIGHT  -        327.942 (meters)     1075.92  (feet) COMP
 DJ4812  MODELED GRAVITY -    980,459.0   (mgal)                       NAVD 88
 DJ4812
 DJ4812  VERT ORDER      -  SECOND    CLASS I
 DJ4812
 DJ4812.The horizontal coordinates were established by autonomous hand held GPS
 DJ4812.observations and have an estimated accuracy of +/- 10 meters.
 DJ4812
 DJ4812.The orthometric height was determined by differential leveling and
 DJ4812.adjusted by the WI DEPT OF TRANSP
 DJ4812.in May 2012.
 DJ4812
 DJ4812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4812.GEOID18 height accuracy estimate available here.
 DJ4812
 DJ4812.Click photographs - Photos may exist for this station.
 DJ4812
 DJ4812.The dynamic height is computed by dividing the NAVD 88
 DJ4812.geopotential number by the normal gravity value computed on the
 DJ4812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4812.degrees latitude (g = 980.6199 gals.).
 DJ4812
 DJ4812.The modeled gravity was interpolated from observed gravity values.
 DJ4812
 DJ4812;                    North         East    Units  Estimated Accuracy
 DJ4812;SPC WI C     -    78,523.      525,061.      MT  (+/- 10 meters HH2 GPS)
 DJ4812
 DJ4812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6343333475(NAD 83)
 DJ4812
 DJ4812                          SUPERSEDED SURVEY CONTROL
 DJ4812
 DJ4812  NAVD 88 (07/08/08)  327.978  (m)         1076.04   (f) SUPERSEDED  2 1
 DJ4812
 DJ4812.Superseded values are not recommended for survey control.
 DJ4812
 DJ4812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4812.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4812
 DJ4812_MARKER: DD = SURVEY DISK
 DJ4812_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ4812_SP_SET: CULVERT WINGWALL
 DJ4812_STAMPING: 5E02 2005
 DJ4812_MARK LOGO: WIDT
 DJ4812_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4812+STABILITY: SURFACE MOTION
 DJ4812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4812+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2011
 DJ4812
 DJ4812  HISTORY     - Date     Condition        Report By
 DJ4812  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4812  HISTORY     - 20060505 GOOD             WIDT
 DJ4812  HISTORY     - 20110912 GOOD             WIDT
 DJ4812
 DJ4812                          STATION DESCRIPTION
 DJ4812
 DJ4812'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4812'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 DJ4812'HIGHWAY 27 WITH COUNTY HIGHWAY B WEST JUST NORTH OF THE COMMUNITY OF
 DJ4812'HUMBIRD, GO WEST ON COUNTY HIGHWAY B FOR 2.0 MI (3.2 KM) TO ALMA
 DJ4812'CENTER ROAD, TURN RIGHT AND GO NORTH ON ALMA CENTER ROAD FOR 0.1 MI
 DJ4812'(0.2 KM) TO A BOX CULVERT OVER THE EAST FORK OF STOCKWELL CREEK (HALLS
 DJ4812'CREEK) AND THE STATION ON THE RIGHT.
 DJ4812'
 DJ4812'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4812'SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH WING WALL OF
 DJ4812'THE EAST END OF THE BOX CULVERT, 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.
 DJ4812'THE STATION IS 9.3 M (30.5 FT) EAST OF THE CENTERLINE OF ALMA CENTER
 DJ4812'ROAD AND 0.1 M (0.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DJ4812
 DJ4812                          STATION RECOVERY (2011)
 DJ4812
 DJ4812'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4812'
 DJ4812'NOTE   NEEDS SIGNIFICANT BRUSHING TO BE SUITABLE FOR GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4575 ***********************************************************************
 DJ4575  DESIGNATION -  5E03
 DJ4575  PID         -  DJ4575
 DJ4575  STATE/COUNTY-  WI/CLARK
 DJ4575  COUNTRY     -  US
 DJ4575  USGS QUAD   -  FAIRCHILD (2018)
 DJ4575
 DJ4575                         *CURRENT SURVEY CONTROL
 DJ4575  ______________________________________________________________________
 DJ4575* NAD 83(1986) POSITION- 44 32 07.18   (N) 090 55 00.54   (W)   HD_HELD1
 DJ4575* NAVD 88 ORTHO HEIGHT -   319.229 (meters)     1047.34  (feet) ADJUSTED
 DJ4575  ______________________________________________________________________
 DJ4575  GEOID HEIGHT    -        -32.378 (meters)                     GEOID18
 DJ4575  DYNAMIC HEIGHT  -        319.181 (meters)     1047.18  (feet) COMP
 DJ4575  MODELED GRAVITY -    980,459.5   (mgal)                       NAVD 88
 DJ4575
 DJ4575  VERT ORDER      -  SECOND    CLASS I
 DJ4575
 DJ4575.The horizontal coordinates were determined by differentially corrected
 DJ4575.hand held GPS observations or other comparable positioning techniques
 DJ4575.and have an estimated accuracy of +/- 3 meters.
 DJ4575
 DJ4575.The orthometric height was determined by differential leveling and
 DJ4575.adjusted by the WI DEPT OF TRANSP
 DJ4575.in May 2012.
 DJ4575
 DJ4575.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4575.GEOID18 height accuracy estimate available here.
 DJ4575
 DJ4575.Click photographs - Photos may exist for this station.
 DJ4575
 DJ4575.The dynamic height is computed by dividing the NAVD 88
 DJ4575.geopotential number by the normal gravity value computed on the
 DJ4575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4575.degrees latitude (g = 980.6199 gals.).
 DJ4575
 DJ4575.The modeled gravity was interpolated from observed gravity values.
 DJ4575
 DJ4575;                    North         East    Units  Estimated Accuracy
 DJ4575;SPC WI C     -    78,415.5     527,134.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4575
 DJ4575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6550933444(NAD 83)
 DJ4575
 DJ4575                          SUPERSEDED SURVEY CONTROL
 DJ4575
 DJ4575  NAVD 88 (07/08/08)  319.215  (m)         1047.29   (f) SUPERSEDED  2 1
 DJ4575
 DJ4575.Superseded values are not recommended for survey control.
 DJ4575
 DJ4575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4575.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4575
 DJ4575_MARKER: DD = SURVEY DISK
 DJ4575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4575_STAMPING: 5E03 2005
 DJ4575_MARK LOGO: WIDT
 DJ4575_PROJECTION: FLUSH
 DJ4575_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4575+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2011
 DJ4575
 DJ4575  HISTORY     - Date     Condition        Report By
 DJ4575  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4575  HISTORY     - 20060503 GOOD             WIDT
 DJ4575  HISTORY     - 20110808 GOOD             WIDT
 DJ4575
 DJ4575                          STATION DESCRIPTION
 DJ4575
 DJ4575'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4575'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 DJ4575'HIGHWAY 27 WITH COUNTY HIGHWAY B WEST JUST NORTH OF THE COMMUNITY OF
 DJ4575'HUMBIRD, GO WEST ON COUNTY HIGHWAY B FOR 0.75 MI (1.2 KM) TO THE
 DJ4575'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4575'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4575'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4575'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4575'IS 8.4 M (27.6 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 32 M
 DJ4575'(105.0 FT) EAST OF A PRIVATE ENTRANCE --W11990--, 23.3 M (76.4 FT)
 DJ4575'EAST OF A TELEPHONE PEDESTAL --F8--, 1.8 M (5.9 FT) SOUTH OF A WIRE
 DJ4575'WOVEN FENCE, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A
 DJ4575'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4575'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4575
 DJ4575                          STATION RECOVERY (2011)
 DJ4575
 DJ4575'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4575'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4913 ***********************************************************************
 DJ4913  DESIGNATION -  5E04
 DJ4913  PID         -  DJ4913
 DJ4913  STATE/COUNTY-  WI/CLARK
 DJ4913  COUNTRY     -  US
 DJ4913  USGS QUAD   -  WILDCAT MOUND (2018)
 DJ4913
 DJ4913                         *CURRENT SURVEY CONTROL
 DJ4913  ______________________________________________________________________
 DJ4913* NAD 83(1986) POSITION- 44 31 40.7    (N) 090 50 12.7    (W)   HD_HELD2
 DJ4913* NAVD 88 ORTHO HEIGHT -   314.079 (meters)     1030.44  (feet) ADJUSTED
 DJ4913  ______________________________________________________________________
 DJ4913  GEOID HEIGHT    -        -32.610 (meters)                     GEOID18
 DJ4913  DYNAMIC HEIGHT  -        314.032 (meters)     1030.29  (feet) COMP
 DJ4913  MODELED GRAVITY -    980,459.9   (mgal)                       NAVD 88
 DJ4913
 DJ4913  VERT ORDER      -  SECOND    CLASS I
 DJ4913
 DJ4913.The horizontal coordinates were established by autonomous hand held GPS
 DJ4913.observations and have an estimated accuracy of +/- 10 meters.
 DJ4913
 DJ4913.The orthometric height was determined by differential leveling and
 DJ4913.adjusted by the WI DEPT OF TRANSP
 DJ4913.in May 2012.
 DJ4913
 DJ4913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4913.GEOID18 height accuracy estimate available here.
 DJ4913
 DJ4913.Click photographs - Photos may exist for this station.
 DJ4913
 DJ4913.The dynamic height is computed by dividing the NAVD 88
 DJ4913.geopotential number by the normal gravity value computed on the
 DJ4913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4913.degrees latitude (g = 980.6199 gals.).
 DJ4913
 DJ4913.The modeled gravity was interpolated from observed gravity values.
 DJ4913
 DJ4913;                    North         East    Units  Estimated Accuracy
 DJ4913;SPC WI C     -    77,530.      533,481.      MT  (+/- 10 meters HH2 GPS)
 DJ4913
 DJ4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7188332792(NAD 83)
 DJ4913
 DJ4913                          SUPERSEDED SURVEY CONTROL
 DJ4913
 DJ4913  NAVD 88 (07/08/08)  314.064  (m)         1030.39   (f) SUPERSEDED  2 1
 DJ4913
 DJ4913.Superseded values are not recommended for survey control.
 DJ4913
 DJ4913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4913.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4913
 DJ4913_MARKER: DD = SURVEY DISK
 DJ4913_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ4913_SP_SET: CULVERT RETAINING WALL
 DJ4913_STAMPING: 5E04 2005
 DJ4913_MARK LOGO: WIDT
 DJ4913_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4913+STABILITY: SURFACE MOTION
 DJ4913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4913+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2011
 DJ4913
 DJ4913  HISTORY     - Date     Condition        Report By
 DJ4913  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4913  HISTORY     - 20060615 GOOD             WIDT
 DJ4913  HISTORY     - 20110808 GOOD             WIDT
 DJ4913
 DJ4913                          STATION DESCRIPTION
 DJ4913
 DJ4913'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4913'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY
 DJ4913'HIGHWAY B EAST IN THE COMMUNITY OF HUMBIRD, GO EAST ON COUNTY HIGHWAY
 DJ4913'B FOR 2.5 MI (4.0 KM) TO THE EAST JUNCTION OF COUNTY HIGHWAY B WITH
 DJ4913'BEMIS ROAD AND THE STATION ON THE LEFT.
 DJ4913'
 DJ4913'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4913'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DJ4913'OF THE WEST RETAINING WALL FOR A CULVERT PIPE, ABOUT LEVEL WITH THE
 DJ4913'ROAD PAVEMENT.
 DJ4913'
 DJ4913'THE STATION IS 11.6 M (38.1 FT) NORTH OF THE CENTERLINE OF COUNTY
 DJ4913'HIGHWAY B, 5 M (16.4 FT) WEST OF BEMIS ROAD, AND 0.2 M (0.7 FT) SOUTH
 DJ4913'OF A WHITE PLASTIC WITNESS POST.
 DJ4913
 DJ4913                          STATION RECOVERY (2011)
 DJ4913
 DJ4913'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4913'
 DJ4913'NOTE - - MONUMENT IS .3 M (1 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DJ4913'POST.
 DJ4913'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4914 ***********************************************************************
 DJ4914  DESIGNATION -  5E05
 DJ4914  PID         -  DJ4914
 DJ4914  STATE/COUNTY-  WI/CLARK
 DJ4914  COUNTRY     -  US
 DJ4914  USGS QUAD   -  WILDCAT MOUND (2018)
 DJ4914
 DJ4914                         *CURRENT SURVEY CONTROL
 DJ4914  ______________________________________________________________________
 DJ4914* NAD 83(1986) POSITION- 44 32 18.5    (N) 090 45 58.8    (W)   HD_HELD2
 DJ4914* NAVD 88 ORTHO HEIGHT -   296.400 (meters)      972.44  (feet) ADJUSTED
 DJ4914  ______________________________________________________________________
 DJ4914  GEOID HEIGHT    -        -32.788 (meters)                     GEOID18
 DJ4914  DYNAMIC HEIGHT  -        296.355 (meters)      972.29  (feet) COMP
 DJ4914  MODELED GRAVITY -    980,458.9   (mgal)                       NAVD 88
 DJ4914
 DJ4914  VERT ORDER      -  SECOND    CLASS I
 DJ4914
 DJ4914.The horizontal coordinates were established by autonomous hand held GPS
 DJ4914.observations and have an estimated accuracy of +/- 10 meters.
 DJ4914
 DJ4914.The orthometric height was determined by differential leveling and
 DJ4914.adjusted by the WI DEPT OF TRANSP
 DJ4914.in May 2012.
 DJ4914
 DJ4914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4914.GEOID18 height accuracy estimate available here.
 DJ4914
 DJ4914.Click photographs - Photos may exist for this station.
 DJ4914
 DJ4914.The dynamic height is computed by dividing the NAVD 88
 DJ4914.geopotential number by the normal gravity value computed on the
 DJ4914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4914.degrees latitude (g = 980.6199 gals.).
 DJ4914
 DJ4914.The modeled gravity was interpolated from observed gravity values.
 DJ4914
 DJ4914;                    North         East    Units  Estimated Accuracy
 DJ4914;SPC WI C     -    78,641.      539,097.      MT  (+/- 10 meters HH2 GPS)
 DJ4914
 DJ4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7745534109(NAD 83)
 DJ4914
 DJ4914                          SUPERSEDED SURVEY CONTROL
 DJ4914
 DJ4914  NAVD 88 (07/08/08)  296.385  (m)          972.39   (f) SUPERSEDED  2 1
 DJ4914
 DJ4914.Superseded values are not recommended for survey control.
 DJ4914
 DJ4914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4914.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4914
 DJ4914_MARKER: DD = SURVEY DISK
 DJ4914_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4914_SP_SET: BRIDGE WINGWALL
 DJ4914_STAMPING: 5E05 2005
 DJ4914_MARK LOGO: WIDT
 DJ4914_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4914+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2011
 DJ4914
 DJ4914  HISTORY     - Date     Condition        Report By
 DJ4914  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4914  HISTORY     - 20060615 GOOD             WIDT
 DJ4914  HISTORY     - 20110808 GOOD             WIDT
 DJ4914
 DJ4914                          STATION DESCRIPTION
 DJ4914
 DJ4914'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4914'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY
 DJ4914'HIGHWAY B EAST IN THE COMMUNITY OF HUMBIRD, GO EAST ON COUNTY HIGHWAY
 DJ4914'B FOR 6.5 MI (10.5 KM) TO A BRIDGE OVER FIVE MILE CREEK AND THE
 DJ4914'STATION ON THE LEFT.
 DJ4914'
 DJ4914'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4914'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4914'WING WALL OF THE BRIDGE --B-10-113-92--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4914'PAVEMENT.
 DJ4914'
 DJ4914'THE STATION IS 4.9 M (16.1 FT) NORTH OF THE CENTERLINE OF COUNTY
 DJ4914'HIGHWAY B AND 0.3 M (1.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4914
 DJ4914                          STATION RECOVERY (2011)
 DJ4914
 DJ4914'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4902 ***********************************************************************
 DJ4902  DESIGNATION -  5E06
 DJ4902  PID         -  DJ4902
 DJ4902  STATE/COUNTY-  WI/CLARK
 DJ4902  COUNTRY     -  US
 DJ4902  USGS QUAD   -  COLUMBIA (2018)
 DJ4902
 DJ4902                         *CURRENT SURVEY CONTROL
 DJ4902  ______________________________________________________________________
 DJ4902* NAD 83(1986) POSITION- 44 32 55.5    (N) 090 44 28.2    (W)   HD_HELD2
 DJ4902* NAVD 88 ORTHO HEIGHT -   298.292 (meters)      978.65  (feet) ADJUSTED
 DJ4902  ______________________________________________________________________
 DJ4902  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 DJ4902  DYNAMIC HEIGHT  -        298.247 (meters)      978.50  (feet) COMP
 DJ4902  MODELED GRAVITY -    980,457.9   (mgal)                       NAVD 88
 DJ4902
 DJ4902  VERT ORDER      -  SECOND    CLASS I
 DJ4902
 DJ4902.The horizontal coordinates were established by autonomous hand held GPS
 DJ4902.observations and have an estimated accuracy of +/- 10 meters.
 DJ4902
 DJ4902.The orthometric height was determined by differential leveling and
 DJ4902.adjusted by the WI DEPT OF TRANSP
 DJ4902.in May 2012.
 DJ4902
 DJ4902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4902.GEOID18 height accuracy estimate available here.
 DJ4902
 DJ4902.Click photographs - Photos may exist for this station.
 DJ4902
 DJ4902.The dynamic height is computed by dividing the NAVD 88
 DJ4902.geopotential number by the normal gravity value computed on the
 DJ4902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4902.degrees latitude (g = 980.6199 gals.).
 DJ4902
 DJ4902.The modeled gravity was interpolated from observed gravity values.
 DJ4902
 DJ4902;                    North         East    Units  Estimated Accuracy
 DJ4902;SPC WI C     -    79,764.      541,108.      MT  (+/- 10 meters HH2 GPS)
 DJ4902
 DJ4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7942335306(NAD 83)
 DJ4902
 DJ4902                          SUPERSEDED SURVEY CONTROL
 DJ4902
 DJ4902  NAVD 88 (07/08/08)  298.277  (m)          978.60   (f) SUPERSEDED  2 1
 DJ4902
 DJ4902.Superseded values are not recommended for survey control.
 DJ4902
 DJ4902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4902.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4902
 DJ4902_MARKER: DD = SURVEY DISK
 DJ4902_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4902_SP_SET: BRIDGE WINGWALL
 DJ4902_STAMPING: 5E06 2005
 DJ4902_MARK LOGO: WIDT
 DJ4902_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4902+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 DJ4902
 DJ4902  HISTORY     - Date     Condition        Report By
 DJ4902  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4902  HISTORY     - 20060614 GOOD             WIDT
 DJ4902  HISTORY     - 20110808 POOR             WIDT
 DJ4902
 DJ4902                          STATION DESCRIPTION
 DJ4902
 DJ4902'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4902'TO REACH THE STATION FROM THE WESTERNMOST JUNCTION OF US HIGHWAY 10
 DJ4902'WITH COUNTY HIGHWAY B ABOUT 6 MI (9.7 KM) WEST OF THE CITY OF
 DJ4902'NEILLSVILLE, GO SOUTH ON COUNTY HIGHWAY B FOR 2.1 MI (3.4 KM) TO A
 DJ4902'BRIDGE OVER CROOKED CREEK AND THE STATION ON THE RIGHT.
 DJ4902'
 DJ4902'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4902'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHWEST
 DJ4902'WING WALL OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DJ4902'
 DJ4902'4.3 M (14.1 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY B.
 DJ4902'
 DJ4902'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4902
 DJ4902                          STATION RECOVERY (2011)
 DJ4902
 DJ4902'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4902'NOTE - - CONDITION POOR. WING WALL FULLY CRACKED IN SEVERAL PLACES AND
 DJ4902'HAS BECOME UNKEYED FROM BRIDGE ABUTMENT .  MAY AFFECT STABILITY AND
 DJ4902'POSITION.
 DJ4902'
 DJ4902'NOTE 2 - - MONUMENT IS 2 FT NORTH OF WITNESS PLAQUE SET IN WOOD
 DJ4902'GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4593 ***********************************************************************
 DJ4593  DESIGNATION -  5E07
 DJ4593  PID         -  DJ4593
 DJ4593  STATE/COUNTY-  WI/CHIPPEWA
 DJ4593  COUNTRY     -  US
 DJ4593  USGS QUAD   -  STANLEY (2018)
 DJ4593
 DJ4593                         *CURRENT SURVEY CONTROL
 DJ4593  ______________________________________________________________________
 DJ4593* NAD 83(1986) POSITION- 44 55 47.15   (N) 090 58 19.28   (W)   HD_HELD1
 DJ4593* NAVD 88 ORTHO HEIGHT -   339.318 (meters)     1113.25  (feet) ADJUSTED
 DJ4593  ______________________________________________________________________
 DJ4593  GEOID HEIGHT    -        -31.335 (meters)                     GEOID18
 DJ4593  DYNAMIC HEIGHT  -        339.287 (meters)     1113.14  (feet) COMP
 DJ4593  MODELED GRAVITY -    980,517.0   (mgal)                       NAVD 88
 DJ4593
 DJ4593  VERT ORDER      -  SECOND    CLASS I
 DJ4593
 DJ4593.The horizontal coordinates were determined by differentially corrected
 DJ4593.hand held GPS observations or other comparable positioning techniques
 DJ4593.and have an estimated accuracy of +/- 3 meters.
 DJ4593
 DJ4593.The orthometric height was determined by differential leveling and
 DJ4593.adjusted by the WI DEPT OF TRANSP
 DJ4593.in May 2012.
 DJ4593
 DJ4593.No vertical observational check was made to the station.
 DJ4593
 DJ4593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4593.GEOID18 height accuracy estimate available here.
 DJ4593
 DJ4593.Click photographs - Photos may exist for this station.
 DJ4593
 DJ4593.The dynamic height is computed by dividing the NAVD 88
 DJ4593.geopotential number by the normal gravity value computed on the
 DJ4593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4593.degrees latitude (g = 980.6199 gals.).
 DJ4593
 DJ4593.The modeled gravity was interpolated from observed gravity values.
 DJ4593
 DJ4593;                    North         East    Units  Estimated Accuracy
 DJ4593;SPC WI C     -   122,293.4     523,271.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4593
 DJ4593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6003077148(NAD 83)
 DJ4593
 DJ4593                          SUPERSEDED SURVEY CONTROL
 DJ4593
 DJ4593  NAVD 88 (07/08/08)  339.302  (m)         1113.19   (f) SUPERSEDED  2 1
 DJ4593
 DJ4593.Superseded values are not recommended for survey control.
 DJ4593
 DJ4593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4593.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4593
 DJ4593_MARKER: DD = SURVEY DISK
 DJ4593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4593_STAMPING: 5E07 2005
 DJ4593_MARK LOGO: WIDT
 DJ4593_PROJECTION: FLUSH
 DJ4593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4593+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2011
 DJ4593
 DJ4593  HISTORY     - Date     Condition        Report By
 DJ4593  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4593  HISTORY     - 20060731 GOOD             WIDT
 DJ4593  HISTORY     - 20070124 GOOD             WIDT
 DJ4593  HISTORY     - 20111031 GOOD             WIDT
 DJ4593
 DJ4593                          STATION DESCRIPTION
 DJ4593
 DJ4593'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4593'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4593'HIGHWAY MM ABOUT 2 MI (3.2 KM) SOUTH OF THE CITY OF STANLEY, GO WEST
 DJ4593'ON COUNTY HIGHWAY MM FOR 1.0 MI (1.6 KM) TO 350TH STREET, CONTINUE
 DJ4593'WEST ON COUNTY HIGHWAY MM FOR 0.45 MI (0.7 KM) TO THE STATION ON THE
 DJ4593'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4593'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4593'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4593'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4593'9.8 M (32.2 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY MM, 36 M
 DJ4593'(118.1 FT) EAST OF A FIELD ENTRANCE, 23.9 M (78.4 FT) NORTHWEST OF A
 DJ4593'TELEPHONE PEDESTAL --PRSN 7130 2--, 2 M (6.6 FT) SOUTH OF AN
 DJ4593'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST
 DJ4593'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4593'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4593'HORIZON.
 DJ4593
 DJ4593                          STATION RECOVERY (2007)
 DJ4593
 DJ4593'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 DJ4593'RECOVERED AS DESCRIBED.
 DJ4593
 DJ4593                          STATION RECOVERY (2011)
 DJ4593
 DJ4593'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4816 ***********************************************************************
 DJ4816  DESIGNATION -  5E08
 DJ4816  PID         -  DJ4816
 DJ4816  STATE/COUNTY-  WI/CHIPPEWA
 DJ4816  COUNTRY     -  US
 DJ4816  USGS QUAD   -  STANLEY (2018)
 DJ4816
 DJ4816                         *CURRENT SURVEY CONTROL
 DJ4816  ______________________________________________________________________
 DJ4816* NAD 83(1986) POSITION- 44 57 06.63   (N) 090 56 15.81   (W)   HD_HELD1
 DJ4816* NAVD 88 ORTHO HEIGHT -   325.303 (meters)     1067.26  (feet) ADJUSTED
 DJ4816  ______________________________________________________________________
 DJ4816  GEOID HEIGHT    -        -31.351 (meters)                     GEOID18
 DJ4816  DYNAMIC HEIGHT  -        325.272 (meters)     1067.16  (feet) COMP
 DJ4816  MODELED GRAVITY -    980,514.6   (mgal)                       NAVD 88
 DJ4816
 DJ4816  VERT ORDER      -  SECOND    CLASS I
 DJ4816
 DJ4816.The horizontal coordinates were determined by differentially corrected
 DJ4816.hand held GPS observations or other comparable positioning techniques
 DJ4816.and have an estimated accuracy of +/- 3 meters.
 DJ4816
 DJ4816.The orthometric height was determined by differential leveling and
 DJ4816.adjusted by the WI DEPT OF TRANSP
 DJ4816.in May 2012.
 DJ4816
 DJ4816.No vertical observational check was made to the station.
 DJ4816
 DJ4816.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4816.GEOID18 height accuracy estimate available here.
 DJ4816
 DJ4816.Click photographs - Photos may exist for this station.
 DJ4816
 DJ4816.The dynamic height is computed by dividing the NAVD 88
 DJ4816.geopotential number by the normal gravity value computed on the
 DJ4816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4816.degrees latitude (g = 980.6199 gals.).
 DJ4816
 DJ4816.The modeled gravity was interpolated from observed gravity values.
 DJ4816
 DJ4816;                    North         East    Units  Estimated Accuracy
 DJ4816;SPC WI C     -   124,714.8     526,007.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4816
 DJ4816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6267579669(NAD 83)
 DJ4816
 DJ4816                          SUPERSEDED SURVEY CONTROL
 DJ4816
 DJ4816  NAVD 88 (07/08/08)  325.283  (m)         1067.20   (f) SUPERSEDED  2 1
 DJ4816
 DJ4816.Superseded values are not recommended for survey control.
 DJ4816
 DJ4816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4816.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4816
 DJ4816_MARKER: DD = SURVEY DISK
 DJ4816_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4816_SP_SET: BRIDGE COLUMN
 DJ4816_STAMPING: 5E08 2005
 DJ4816_MARK LOGO: WIDT
 DJ4816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4816+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2011
 DJ4816
 DJ4816  HISTORY     - Date     Condition        Report By
 DJ4816  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4816  HISTORY     - 20060801 GOOD             WIDT
 DJ4816  HISTORY     - 20080721 GOOD             WIDT
 DJ4816  HISTORY     - 20111031 GOOD             WIDT
 DJ4816
 DJ4816                          STATION DESCRIPTION
 DJ4816
 DJ4816'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4816'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4816'HIGHWAY H AND COUNTY HIGHWAY X (EXIT 101) IN THE VILLAGE OF STANLEY.
 DJ4816'
 DJ4816'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4816'SURVEY CONTROL STATION DISK SET VERTICALLY IN THE WEST FACE OF THE
 DJ4816'SOUTHERNMOST MEDIAN SUPPORT COLUMN OF THE WESTBOUND STATE HIGHWAY 29
 DJ4816'BRIDGE,
 DJ4816'
 DJ4816'5 M (16.4 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY H AND COUNTY
 DJ4816'HIGHWAY X, ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.
 DJ4816'---NOTE---THIS STATION IS SET VERTICALLY AND NOT SUITABLE FOR GPS
 DJ4816'OBSERVATIONS.
 DJ4816
 DJ4816                          STATION RECOVERY (2008)
 DJ4816
 DJ4816'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DJ4816'RECOVERED AS DESCRIBED.
 DJ4816
 DJ4816                          STATION RECOVERY (2011)
 DJ4816
 DJ4816'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4816'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4817 ***********************************************************************
 DJ4817  DESIGNATION -  5E09
 DJ4817  PID         -  DJ4817
 DJ4817  STATE/COUNTY-  WI/CLARK
 DJ4817  COUNTRY     -  US
 DJ4817  USGS QUAD   -  STANLEY (2018)
 DJ4817
 DJ4817                         *CURRENT SURVEY CONTROL
 DJ4817  ______________________________________________________________________
 DJ4817* NAD 83(1986) POSITION- 44 57 08.80   (N) 090 53 39.42   (W)   HD_HELD1
 DJ4817* NAVD 88 ORTHO HEIGHT -   335.112 (meters)     1099.45  (feet) ADJUSTED
 DJ4817  ______________________________________________________________________
 DJ4817  GEOID HEIGHT    -        -31.429 (meters)                     GEOID18
 DJ4817  DYNAMIC HEIGHT  -        335.080 (meters)     1099.34  (feet) COMP
 DJ4817  MODELED GRAVITY -    980,511.0   (mgal)                       NAVD 88
 DJ4817
 DJ4817  VERT ORDER      -  SECOND    CLASS I
 DJ4817
 DJ4817.The horizontal coordinates were determined by differentially corrected
 DJ4817.hand held GPS observations or other comparable positioning techniques
 DJ4817.and have an estimated accuracy of +/- 3 meters.
 DJ4817
 DJ4817.The orthometric height was determined by differential leveling and
 DJ4817.adjusted by the WI DEPT OF TRANSP
 DJ4817.in May 2012.
 DJ4817
 DJ4817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4817.GEOID18 height accuracy estimate available here.
 DJ4817
 DJ4817.Click photographs - Photos may exist for this station.
 DJ4817
 DJ4817.The dynamic height is computed by dividing the NAVD 88
 DJ4817.geopotential number by the normal gravity value computed on the
 DJ4817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4817.degrees latitude (g = 980.6199 gals.).
 DJ4817
 DJ4817.The modeled gravity was interpolated from observed gravity values.
 DJ4817
 DJ4817;                    North         East    Units  Estimated Accuracy
 DJ4817;SPC WI C     -   124,743.1     529,435.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4817
 DJ4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6610079824(NAD 83)
 DJ4817
 DJ4817                          SUPERSEDED SURVEY CONTROL
 DJ4817
 DJ4817  NAVD 88 (07/08/08)  335.092  (m)         1099.38   (f) SUPERSEDED  2 1
 DJ4817
 DJ4817.Superseded values are not recommended for survey control.
 DJ4817
 DJ4817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4817.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4817
 DJ4817_MARKER: DD = SURVEY DISK
 DJ4817_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4817_SP_SET: CULVERT WINGWALL
 DJ4817_STAMPING: 5E09 2005
 DJ4817_MARK LOGO: WIDT
 DJ4817_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4817+STABILITY: SURFACE MOTION
 DJ4817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4817+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2011
 DJ4817
 DJ4817  HISTORY     - Date     Condition        Report By
 DJ4817  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4817  HISTORY     - 20060801 GOOD             WIDT
 DJ4817  HISTORY     - 20110817 GOOD             WIDT
 DJ4817
 DJ4817                          STATION DESCRIPTION
 DJ4817
 DJ4817'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4817'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4817'HIGHWAY 73 NORTH AND COUNTY HIGHWAY M SOUTH (EXIT 108) IN THE CITY OF
 DJ4817'THORP, GO WEST ON STATE HIGHWAY 29 FOR 3.0 MI (4.8 KM) TO KOSER ROAD,
 DJ4817'CONTINUE WEST ON STATE HIGHWAY 29 FOR 1.6 MI (2.6 KM) TO A BOX CULVERT
 DJ4817'FOR ROGER CREEK AND THE STATION ON THE RIGHT.
 DJ4817'
 DJ4817'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4817'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4817'WALL OF THE NORTH END OF THE BOX CULVERT, ABOUT 1 BELOW THE HIGHWAY
 DJ4817'PAVEMENT.
 DJ4817'
 DJ4817'THE STATION IS 15.3 M (50.2 FT) NORTH OF THE CENTERLINE OF WESTBOUND
 DJ4817'STATE HIGHWAY 29 AND 0.5 M (1.6 FT) OF A WHITE PLASTIC WITNESS POST.
 DJ4817
 DJ4817                          STATION RECOVERY (2011)
 DJ4817
 DJ4817'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4433 ***********************************************************************
 DJ4433  DESIGNATION -  5E11
 DJ4433  PID         -  DJ4433
 DJ4433  STATE/COUNTY-  WI/CLARK
 DJ4433  COUNTRY     -  US
 DJ4433  USGS QUAD   -  THORP (2018)
 DJ4433
 DJ4433                         *CURRENT SURVEY CONTROL
 DJ4433  ______________________________________________________________________
 DJ4433* NAD 83(1986) POSITION- 44 57 32.77   (N) 090 47 22.03   (W)   HD_HELD1
 DJ4433* NAVD 88 ORTHO HEIGHT -   368.949 (meters)     1210.46  (feet) ADJUSTED
 DJ4433  ______________________________________________________________________
 DJ4433  GEOID HEIGHT    -        -31.608 (meters)                     GEOID18
 DJ4433  DYNAMIC HEIGHT  -        368.912 (meters)     1210.34  (feet) COMP
 DJ4433  MODELED GRAVITY -    980,505.5   (mgal)                       NAVD 88
 DJ4433
 DJ4433  VERT ORDER      -  SECOND    CLASS I
 DJ4433
 DJ4433.The horizontal coordinates were determined by differentially corrected
 DJ4433.hand held GPS observations or other comparable positioning techniques
 DJ4433.and have an estimated accuracy of +/- 3 meters.
 DJ4433
 DJ4433.The orthometric height was determined by differential leveling and
 DJ4433.adjusted by the WI DEPT OF TRANSP
 DJ4433.in May 2012.
 DJ4433
 DJ4433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4433.GEOID18 height accuracy estimate available here.
 DJ4433
 DJ4433.Click photographs - Photos may exist for this station.
 DJ4433
 DJ4433.The dynamic height is computed by dividing the NAVD 88
 DJ4433.geopotential number by the normal gravity value computed on the
 DJ4433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4433.degrees latitude (g = 980.6199 gals.).
 DJ4433
 DJ4433.The modeled gravity was interpolated from observed gravity values.
 DJ4433
 DJ4433;                    North         East    Units  Estimated Accuracy
 DJ4433;SPC WI C     -   125,397.2     537,714.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4433
 DJ4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7434880784(NAD 83)
 DJ4433
 DJ4433                          SUPERSEDED SURVEY CONTROL
 DJ4433
 DJ4433  NAVD 88 (07/08/08)  368.930  (m)         1210.40   (f) SUPERSEDED  2 1
 DJ4433
 DJ4433.Superseded values are not recommended for survey control.
 DJ4433
 DJ4433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4433.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4433
 DJ4433_MARKER: DD = SURVEY DISK
 DJ4433_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4433_SP_SET: BRIDGE ABUTMENT
 DJ4433_STAMPING: 5E11 2005
 DJ4433_MARK LOGO: WIDT
 DJ4433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4433+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 DJ4433
 DJ4433  HISTORY     - Date     Condition        Report By
 DJ4433  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4433  HISTORY     - 20060802 GOOD             WIDT
 DJ4433  HISTORY     - 20110822 GOOD             WIDT
 DJ4433
 DJ4433                          STATION DESCRIPTION
 DJ4433
 DJ4433'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4433'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 (WASHINGTON
 DJ4433'STREET) WITH COUNTY HIGHWAY X (STANLEY STREET) IN THE CITY OF THORP,
 DJ4433'GO EAST ON COUNTY HIGHWAY X (STANLEY STREET) FOR 0.5 MI (0.8 KM) TO A
 DJ4433'BRIDGE OVER MCGROGAN CREEK AND THE STATION ON THE RIGHT.  THE STATION
 DJ4433'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4433'CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END OF THE EAST
 DJ4433'ABUTMENT OF THE BRIDGE --B-10-114-92--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4433'PAVEMENT.  THE STATION IS 5.3 M (17.4 FT) SOUTH OF THE CENTERLINE OF
 DJ4433'COUNTY HIGHWAY X AND 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS
 DJ4433'POST.
 DJ4433
 DJ4433                          STATION RECOVERY (2011)
 DJ4433
 DJ4433'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4433'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4464 ***********************************************************************
 DJ4464  DESIGNATION -  5E46
 DJ4464  PID         -  DJ4464
 DJ4464  STATE/COUNTY-  WI/CLARK
 DJ4464  COUNTRY     -  US
 DJ4464  USGS QUAD   -  COLUMBIA (2018)
 DJ4464
 DJ4464                         *CURRENT SURVEY CONTROL
 DJ4464  ______________________________________________________________________
 DJ4464* NAD 83(1986) POSITION- 44 33 48.03   (N) 090 41 29.81   (W)   HD_HELD1
 DJ4464* NAVD 88 ORTHO HEIGHT -   312.563 (meters)     1025.47  (feet) ADJUSTED
 DJ4464  ______________________________________________________________________
 DJ4464  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 DJ4464  DYNAMIC HEIGHT  -        312.515 (meters)     1025.31  (feet) COMP
 DJ4464  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 DJ4464
 DJ4464  VERT ORDER      -  SECOND    CLASS I
 DJ4464
 DJ4464.The horizontal coordinates were determined by differentially corrected
 DJ4464.hand held GPS observations or other comparable positioning techniques
 DJ4464.and have an estimated accuracy of +/- 3 meters.
 DJ4464
 DJ4464.The orthometric height was determined by differential leveling and
 DJ4464.adjusted by the WI DEPT OF TRANSP
 DJ4464.in May 2012.
 DJ4464
 DJ4464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4464.GEOID18 height accuracy estimate available here.
 DJ4464
 DJ4464.Click photographs - Photos may exist for this station.
 DJ4464
 DJ4464.The dynamic height is computed by dividing the NAVD 88
 DJ4464.geopotential number by the normal gravity value computed on the
 DJ4464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4464.degrees latitude (g = 980.6199 gals.).
 DJ4464
 DJ4464.The modeled gravity was interpolated from observed gravity values.
 DJ4464
 DJ4464;                    North         East    Units  Estimated Accuracy
 DJ4464;SPC WI C     -    81,351.0     545,058.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4464
 DJ4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8331337036(NAD 83)
 DJ4464
 DJ4464                          SUPERSEDED SURVEY CONTROL
 DJ4464
 DJ4464  NAVD 88 (07/08/08)  312.547  (m)         1025.41   (f) SUPERSEDED  2 1
 DJ4464
 DJ4464.Superseded values are not recommended for survey control.
 DJ4464
 DJ4464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4464.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4464
 DJ4464_MARKER: DD = SURVEY DISK
 DJ4464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4464_STAMPING: 5E46 2005
 DJ4464_MARK LOGO: WIDT
 DJ4464_PROJECTION: FLUSH
 DJ4464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4464+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2011
 DJ4464
 DJ4464  HISTORY     - Date     Condition        Report By
 DJ4464  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4464  HISTORY     - 20060824 GOOD             WIDT
 DJ4464  HISTORY     - 20110808 GOOD             WIDT
 DJ4464
 DJ4464                          STATION DESCRIPTION
 DJ4464
 DJ4464'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4464'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4464'HIGHWAY G ABOUT 3 MI (4.8 KM) WEST OF THE CITY OF NEILLSVILLE, GO
 DJ4464'WESTERLY ON US HIGHWAY 10 FOR 1.6 MI (2.6 KM) TO COLLIER ROAD,
 DJ4464'CONTINUE WEST ON US HIGHWAY 10 FOR 0.1 MI (0.2 KM) TO THE STATION ON
 DJ4464'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4464'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4464'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4464'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4464'IS 15.8 M (51.8 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY 10, 4.1 M
 DJ4464'(13.5 FT) NORTH OF A METAL RIGHT-OF-WAY POST, 3.5 M (11.5 FT)
 DJ4464'NORTH-NORTHWEST OF A --WARNING FIBER OPTIC-- WITNESS POST, AND 1.0 M
 DJ4464'(3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS
 DJ4464'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4464'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4464
 DJ4464                          STATION RECOVERY (2011)
 DJ4464
 DJ4464'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4465 ***********************************************************************
 DJ4465  DESIGNATION -  5E47
 DJ4465  PID         -  DJ4465
 DJ4465  STATE/COUNTY-  WI/CLARK
 DJ4465  COUNTRY     -  US
 DJ4465  USGS QUAD   -  COLUMBIA (2018)
 DJ4465
 DJ4465                         *CURRENT SURVEY CONTROL
 DJ4465  ______________________________________________________________________
 DJ4465* NAD 83(1986) POSITION- 44 33 51.85   (N) 090 39 27.40   (W)   HD_HELD1
 DJ4465* NAVD 88 ORTHO HEIGHT -   359.245 (meters)     1178.62  (feet) ADJUSTED
 DJ4465  ______________________________________________________________________
 DJ4465  GEOID HEIGHT    -        -33.015 (meters)                     GEOID18
 DJ4465  DYNAMIC HEIGHT  -        359.190 (meters)     1178.44  (feet) COMP
 DJ4465  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 DJ4465
 DJ4465  VERT ORDER      -  SECOND    CLASS I
 DJ4465
 DJ4465.The horizontal coordinates were determined by differentially corrected
 DJ4465.hand held GPS observations or other comparable positioning techniques
 DJ4465.and have an estimated accuracy of +/- 3 meters.
 DJ4465
 DJ4465.The orthometric height was determined by differential leveling and
 DJ4465.adjusted by the WI DEPT OF TRANSP
 DJ4465.in May 2012.
 DJ4465
 DJ4465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4465.GEOID18 height accuracy estimate available here.
 DJ4465
 DJ4465.Click photographs - Photos may exist for this station.
 DJ4465
 DJ4465.The dynamic height is computed by dividing the NAVD 88
 DJ4465.geopotential number by the normal gravity value computed on the
 DJ4465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4465.degrees latitude (g = 980.6199 gals.).
 DJ4465
 DJ4465.The modeled gravity was interpolated from observed gravity values.
 DJ4465
 DJ4465;                    North         East    Units  Estimated Accuracy
 DJ4465;SPC WI C     -    81,446.5     547,761.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4465
 DJ4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8601037231(NAD 83)
 DJ4465
 DJ4465                          SUPERSEDED SURVEY CONTROL
 DJ4465
 DJ4465  NAVD 88 (07/08/08)  359.229  (m)         1178.57   (f) SUPERSEDED  2 1
 DJ4465
 DJ4465.Superseded values are not recommended for survey control.
 DJ4465
 DJ4465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4465.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4465
 DJ4465_MARKER: DD = SURVEY DISK
 DJ4465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4465_STAMPING: 5E47 2005
 DJ4465_MARK LOGO: WIDT
 DJ4465_PROJECTION: FLUSH
 DJ4465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4465+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 DJ4465
 DJ4465  HISTORY     - Date     Condition        Report By
 DJ4465  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4465  HISTORY     - 20060609 GOOD             WIDT
 DJ4465  HISTORY     - 20110809 GOOD             WIDT
 DJ4465
 DJ4465                          STATION DESCRIPTION
 DJ4465
 DJ4465'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4465'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4465'HIGHWAY G ABOUT 3 MI (4.8 KM) WEST OF THE CITY OF NEILLSVILLE, GO EAST
 DJ4465'ON US HIGHWAY 10 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.  THE
 DJ4465'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4465'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4465'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4465'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.4 M (50.5
 DJ4465'FT) NORTH-NORTHEAST OF THE CENTERLINE OF US HIGHWAY 10, 31.5 M (103.3
 DJ4465'FT) EAST-SOUTHEAST OF A METAL POST, 23 M (75.5 FT) NORTHWEST OF A WOOD
 DJ4465'POST FOR A --THE HIGH GROUND VETERANS MEMORIAL PARK-- SIGN, 1.5 M (4.9
 DJ4465'FT) SOUTHWEST OF AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) WEST,
 DJ4465'NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4465'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4465'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4465
 DJ4465                          STATION RECOVERY (2011)
 DJ4465
 DJ4465'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4466 ***********************************************************************
 DJ4466  DESIGNATION -  5E48
 DJ4466  PID         -  DJ4466
 DJ4466  STATE/COUNTY-  WI/CLARK
 DJ4466  COUNTRY     -  US
 DJ4466  USGS QUAD   -  NEILLSVILLE (2018)
 DJ4466
 DJ4466                         *CURRENT SURVEY CONTROL
 DJ4466  ______________________________________________________________________
 DJ4466* NAD 83(1986) POSITION- 44 33 07.11   (N) 090 37 21.12   (W)   HD_HELD1
 DJ4466* NAVD 88 ORTHO HEIGHT -   320.527 (meters)     1051.60  (feet) ADJUSTED
 DJ4466  ______________________________________________________________________
 DJ4466  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 DJ4466  DYNAMIC HEIGHT  -        320.480 (meters)     1051.44  (feet) COMP
 DJ4466  MODELED GRAVITY -    980,461.5   (mgal)                       NAVD 88
 DJ4466
 DJ4466  VERT ORDER      -  SECOND    CLASS I
 DJ4466
 DJ4466.The horizontal coordinates were determined by differentially corrected
 DJ4466.hand held GPS observations or other comparable positioning techniques
 DJ4466.and have an estimated accuracy of +/- 3 meters.
 DJ4466
 DJ4466.The orthometric height was determined by differential leveling and
 DJ4466.adjusted by the WI DEPT OF TRANSP
 DJ4466.in May 2012.
 DJ4466
 DJ4466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4466.GEOID18 height accuracy estimate available here.
 DJ4466
 DJ4466.Click photographs - Photos may exist for this station.
 DJ4466
 DJ4466.The dynamic height is computed by dividing the NAVD 88
 DJ4466.geopotential number by the normal gravity value computed on the
 DJ4466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4466.degrees latitude (g = 980.6199 gals.).
 DJ4466
 DJ4466.The modeled gravity was interpolated from observed gravity values.
 DJ4466
 DJ4466;                    North         East    Units  Estimated Accuracy
 DJ4466;SPC WI C     -    80,043.6     550,536.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4466
 DJ4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8883635931(NAD 83)
 DJ4466
 DJ4466                          SUPERSEDED SURVEY CONTROL
 DJ4466
 DJ4466  NAVD 88 (07/08/08)  320.512  (m)         1051.55   (f) SUPERSEDED  2 1
 DJ4466
 DJ4466.Superseded values are not recommended for survey control.
 DJ4466
 DJ4466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4466.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4466
 DJ4466_MARKER: DD = SURVEY DISK
 DJ4466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4466_STAMPING: 5E48 2005
 DJ4466_MARK LOGO: WIDT
 DJ4466_PROJECTION: FLUSH
 DJ4466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4466+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 DJ4466
 DJ4466  HISTORY     - Date     Condition        Report By
 DJ4466  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4466  HISTORY     - 20060608 GOOD             WIDT
 DJ4466  HISTORY     - 20110809 GOOD             WIDT
 DJ4466
 DJ4466                          STATION DESCRIPTION
 DJ4466
 DJ4466'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4466'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (DIVISION
 DJ4466'STREET) WITH STATE HIGHWAY 73 SOUTH (GRAND AVENUE) IN THE CITY OF
 DJ4466'NEILLSVILLE, GO WEST ON US HIGHWAY 10 (DIVISION STREET) FOR 1.0 MI
 DJ4466'(1.6 KM) TO RIVER ROAD, CONTINUE WEST ON US HIGHWAY 10 FOR 0.2 MI (0.3
 DJ4466'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4466'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4466'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4466'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 DJ4466'PAVEMENT.  THE STATION IS 21.3 M (69.9 FT) NORTH OF THE CENTERLINE OF
 DJ4466'US HIGHWAY 10, 2.1 M (6.9 FT) SOUTH OF A WOVEN WIRE FENCE, AND 1.0 M
 DJ4466'(3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DJ4466'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4466'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4466
 DJ4466                          STATION RECOVERY (2011)
 DJ4466
 DJ4466'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4467 ***********************************************************************
 DJ4467  DESIGNATION -  5E49
 DJ4467  PID         -  DJ4467
 DJ4467  STATE/COUNTY-  WI/CLARK
 DJ4467  COUNTRY     -  US
 DJ4467  USGS QUAD   -  NEILLSVILLE (2018)
 DJ4467
 DJ4467                         *CURRENT SURVEY CONTROL
 DJ4467  ______________________________________________________________________
 DJ4467* NAD 83(1986) POSITION- 44 33 09.07   (N) 090 34 25.74   (W)   HD_HELD1
 DJ4467* NAVD 88 ORTHO HEIGHT -   349.058 (meters)     1145.20  (feet) ADJUSTED
 DJ4467  ______________________________________________________________________
 DJ4467  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 DJ4467  DYNAMIC HEIGHT  -        349.008 (meters)     1145.04  (feet) COMP
 DJ4467  MODELED GRAVITY -    980,462.4   (mgal)                       NAVD 88
 DJ4467
 DJ4467  VERT ORDER      -  SECOND    CLASS I
 DJ4467
 DJ4467.The horizontal coordinates were determined by differentially corrected
 DJ4467.hand held GPS observations or other comparable positioning techniques
 DJ4467.and have an estimated accuracy of +/- 3 meters.
 DJ4467
 DJ4467.The orthometric height was determined by differential leveling and
 DJ4467.adjusted by the WI DEPT OF TRANSP
 DJ4467.in May 2012.
 DJ4467
 DJ4467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4467.GEOID18 height accuracy estimate available here.
 DJ4467
 DJ4467.Click photographs - Photos may exist for this station.
 DJ4467
 DJ4467.The dynamic height is computed by dividing the NAVD 88
 DJ4467.geopotential number by the normal gravity value computed on the
 DJ4467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4467.degrees latitude (g = 980.6199 gals.).
 DJ4467
 DJ4467.The modeled gravity was interpolated from observed gravity values.
 DJ4467
 DJ4467;                    North         East    Units  Estimated Accuracy
 DJ4467;SPC WI C     -    80,075.6     554,408.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4467
 DJ4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9270336106(NAD 83)
 DJ4467
 DJ4467                          SUPERSEDED SURVEY CONTROL
 DJ4467
 DJ4467  NAVD 88 (07/08/08)  349.042  (m)         1145.15   (f) SUPERSEDED  2 1
 DJ4467
 DJ4467.Superseded values are not recommended for survey control.
 DJ4467
 DJ4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4467.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4467
 DJ4467_MARKER: DD = SURVEY DISK
 DJ4467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4467_STAMPING: 5E49 2005
 DJ4467_MARK LOGO: WIDT
 DJ4467_PROJECTION: FLUSH
 DJ4467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4467+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 DJ4467
 DJ4467  HISTORY     - Date     Condition        Report By
 DJ4467  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4467  HISTORY     - 20060608 GOOD             WIDT
 DJ4467  HISTORY     - 20110809 GOOD             WIDT
 DJ4467
 DJ4467                          STATION DESCRIPTION
 DJ4467
 DJ4467'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4467'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (DIVISION
 DJ4467'STREET) WITH STATE HIGHWAY 73 NORTH (HEWETT STREET) IN THE CITY OF
 DJ4467'NEILLSVILLE, GO EAST ON US HIGHWAY 10 (DIVISION STREET) FOR 1.1 MI
 DJ4467'(1.8 KM) TO FAIRGROUNDS AVENUE ON THE RIGHT, CONTINUE EAST ON US
 DJ4467'HIGHWAY 10 (DIVISION STREET) FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 DJ4467'RIGHT.  THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4467'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4467'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4467'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4467'STATION IS 20.6 M (67.6 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY 10
 DJ4467'(DIVISION STREET), 49.2 M (161.4 FT) WEST OF A TELEPHONE PEDESTAL
 DJ4467'--3030--, 45.1 M (148.0 FT) WEST OF A TELEPHONE PEDESTAL, 1.0 M (3.3
 DJ4467'FT) EAST AND WEST OF A WHITE PLASTIC WITNESS POST, AND 0.5 M (1.6 FT)
 DJ4467'NORTH OF A BARBED WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4467'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DJ4467'A TREE TO THE EAST-SOUTHEAST EXTENDING TO 25 DEGREES ABOVE THE
 DJ4467'HORIZON.
 DJ4467
 DJ4467                          STATION RECOVERY (2011)
 DJ4467
 DJ4467'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4468 ***********************************************************************
 DJ4468  DESIGNATION -  5E50
 DJ4468  PID         -  DJ4468
 DJ4468  STATE/COUNTY-  WI/CLARK
 DJ4468  COUNTRY     -  US
 DJ4468  USGS QUAD   -  NEILLSVILLE (2018)
 DJ4468
 DJ4468                         *CURRENT SURVEY CONTROL
 DJ4468  ______________________________________________________________________
 DJ4468* NAD 83(1986) POSITION- 44 33 09.32   (N) 090 32 17.30   (W)   HD_HELD1
 DJ4468* NAVD 88 ORTHO HEIGHT -   358.301 (meters)     1175.53  (feet) ADJUSTED
 DJ4468  ______________________________________________________________________
 DJ4468  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 DJ4468  DYNAMIC HEIGHT  -        358.248 (meters)     1175.35  (feet) COMP
 DJ4468  MODELED GRAVITY -    980,460.7   (mgal)                       NAVD 88
 DJ4468
 DJ4468  VERT ORDER      -  SECOND    CLASS I
 DJ4468
 DJ4468.The horizontal coordinates were determined by differentially corrected
 DJ4468.hand held GPS observations or other comparable positioning techniques
 DJ4468.and have an estimated accuracy of +/- 3 meters.
 DJ4468
 DJ4468.The orthometric height was determined by differential leveling and
 DJ4468.adjusted by the WI DEPT OF TRANSP
 DJ4468.in May 2012.
 DJ4468
 DJ4468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4468.GEOID18 height accuracy estimate available here.
 DJ4468
 DJ4468.Click photographs - Photos may exist for this station.
 DJ4468
 DJ4468.The dynamic height is computed by dividing the NAVD 88
 DJ4468.geopotential number by the normal gravity value computed on the
 DJ4468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4468.degrees latitude (g = 980.6199 gals.).
 DJ4468
 DJ4468.The modeled gravity was interpolated from observed gravity values.
 DJ4468
 DJ4468;                    North         East    Units  Estimated Accuracy
 DJ4468;SPC WI C     -    80,063.9     557,242.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4468
 DJ4468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9553736198(NAD 83)
 DJ4468
 DJ4468                          SUPERSEDED SURVEY CONTROL
 DJ4468
 DJ4468  NAVD 88 (07/08/08)  358.285  (m)         1175.47   (f) SUPERSEDED  2 1
 DJ4468
 DJ4468.Superseded values are not recommended for survey control.
 DJ4468
 DJ4468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4468.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4468
 DJ4468_MARKER: DD = SURVEY DISK
 DJ4468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4468_STAMPING: 5E50 2005
 DJ4468_MARK LOGO: WIDT
 DJ4468_PROJECTION: FLUSH
 DJ4468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4468+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 DJ4468
 DJ4468  HISTORY     - Date     Condition        Report By
 DJ4468  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4468  HISTORY     - 20060607 GOOD             WIDT
 DJ4468  HISTORY     - 20110809 GOOD             WIDT
 DJ4468
 DJ4468                          STATION DESCRIPTION
 DJ4468
 DJ4468'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4468'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (DIVISION
 DJ4468'STREET) WITH STATE HIGHWAY 73 NORTH (HEWETT STREET) IN THE CITY OF
 DJ4468'NEILLSVILLE, GO EAST ON US HIGHWAY 10 (DIVISION STREET) FOR 2.1 MI
 DJ4468'(3.4 KM) TO OWEN AVENUE ON THE RIGHT, CONTINUE EAST ON US HIGHWAY 10
 DJ4468'FOR 0.95 MI (1.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4468'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4468'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4468'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT)
 DJ4468'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 17.5 M (57.4 FT) SOUTH OF
 DJ4468'THE CENTERLINE OF US HIGHWAY 10, 52.5 M (172.2 FT) WEST OF THE
 DJ4468'CENTERLINE OF CARDINAL AVENUE, 21.4 M (70.2 FT) NORTHWEST OF A METAL
 DJ4468'RIGHT-OF-WAY POST, 3.3 M (10.8 FT) NORTHEAST OF A METAL RIGHT-OF-WAY
 DJ4468'POST, 2.4 M (7.9 FT) NORTH-NORTHEAST OF A BARBED WIRE FENCE, AND 1.0 M
 DJ4468'(3.3 FT) EAST AND WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4468'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4468'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4468
 DJ4468                          STATION RECOVERY (2011)
 DJ4468
 DJ4468'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4468'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4435 ***********************************************************************
 DJ4435  DESIGNATION -  5E51
 DJ4435  PID         -  DJ4435
 DJ4435  STATE/COUNTY-  WI/CLARK
 DJ4435  COUNTRY     -  US
 DJ4435  USGS QUAD   -  LOMBARD (2018)
 DJ4435
 DJ4435                         *CURRENT SURVEY CONTROL
 DJ4435  ______________________________________________________________________
 DJ4435* NAD 83(1986) POSITION- 44 57 32.39   (N) 090 43 09.02   (W)   HD_HELD1
 DJ4435* NAVD 88 ORTHO HEIGHT -   361.944 (meters)     1187.48  (feet) ADJUSTED
 DJ4435  ______________________________________________________________________
 DJ4435  GEOID HEIGHT    -        -31.728 (meters)                     GEOID18
 DJ4435  DYNAMIC HEIGHT  -        361.907 (meters)     1187.36  (feet) COMP
 DJ4435  MODELED GRAVITY -    980,503.9   (mgal)                       NAVD 88
 DJ4435
 DJ4435  VERT ORDER      -  SECOND    CLASS I
 DJ4435
 DJ4435.The horizontal coordinates were determined by differentially corrected
 DJ4435.hand held GPS observations or other comparable positioning techniques
 DJ4435.and have an estimated accuracy of +/- 3 meters.
 DJ4435
 DJ4435.The orthometric height was determined by differential leveling and
 DJ4435.adjusted by the WI DEPT OF TRANSP
 DJ4435.in May 2012.
 DJ4435
 DJ4435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4435.GEOID18 height accuracy estimate available here.
 DJ4435
 DJ4435.Click photographs - Photos may exist for this station.
 DJ4435
 DJ4435.The dynamic height is computed by dividing the NAVD 88
 DJ4435.geopotential number by the normal gravity value computed on the
 DJ4435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4435.degrees latitude (g = 980.6199 gals.).
 DJ4435
 DJ4435.The modeled gravity was interpolated from observed gravity values.
 DJ4435
 DJ4435;                    North         East    Units  Estimated Accuracy
 DJ4435;SPC WI C     -   125,333.9     543,259.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4435
 DJ4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7989280926(NAD 83)
 DJ4435
 DJ4435                          SUPERSEDED SURVEY CONTROL
 DJ4435
 DJ4435  NAVD 88 (07/08/08)  361.926  (m)         1187.42   (f) SUPERSEDED  2 1
 DJ4435
 DJ4435.Superseded values are not recommended for survey control.
 DJ4435
 DJ4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4435.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4435
 DJ4435_MARKER: DD = SURVEY DISK
 DJ4435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4435_STAMPING: 5E51 2005
 DJ4435_MARK LOGO: WIDT
 DJ4435_PROJECTION: FLUSH
 DJ4435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4435+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2011
 DJ4435
 DJ4435  HISTORY     - Date     Condition        Report By
 DJ4435  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4435  HISTORY     - 20060803 GOOD             WIDT
 DJ4435  HISTORY     - 20110817 GOOD             WIDT
 DJ4435
 DJ4435                          STATION DESCRIPTION
 DJ4435
 DJ4435'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4435'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY X WITH COUNTY
 DJ4435'HIGHWAY O TO THE NORTH AND RESEWOOD AVENUE TO THE SOUTH ABOUT 4 MI
 DJ4435'(6.4 KM) WEST OF THE VILLAGE OF WITHEE, GO WEST ON COUNTY HIGHWAY X
 DJ4435'FOR 2.2 MI (3.5 KM) TO FISHER AVENUE, TURN RIGHT AND GO NORTH ON
 DJ4435'FISHER AVENUE FOR 0.05 MI (0.1 KM) TO WILLOW ROAD AND THE STATION ON
 DJ4435'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4435'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4435'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4435'THE RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT.  THE
 DJ4435'STATION IS 9 M (29.5 FT) NORTH OF THE CENTER OF WILLOW ROAD, 33 M
 DJ4435'(108.3 FT) EAST OF THE CENTER OF FISHER AVENUE, 10.5 M (34.4 FT) EAST
 DJ4435'OF A TELEPHONE PEDESTAL --2600 50--, 1.0 M (3.3 FT) EAST AND WEST OF A
 DJ4435'WHITE PLASTIC WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A BARBED WIRE
 DJ4435'FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4435'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4435
 DJ4435                          STATION RECOVERY (2011)
 DJ4435
 DJ4435'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4435'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4896 ***********************************************************************
 DJ4896  DESIGNATION -  5E52
 DJ4896  PID         -  DJ4896
 DJ4896  STATE/COUNTY-  WI/CLARK
 DJ4896  COUNTRY     -  US
 DJ4896  USGS QUAD   -  LOMBARD (2018)
 DJ4896
 DJ4896                         *CURRENT SURVEY CONTROL
 DJ4896  ______________________________________________________________________
 DJ4896* NAD 83(1986) POSITION- 44 56 32.42   (N) 090 38 33.57   (W)   HD_HELD1
 DJ4896* NAVD 88 ORTHO HEIGHT -   369.822 (meters)     1213.32  (feet) ADJUSTED
 DJ4896  ______________________________________________________________________
 DJ4896  GEOID HEIGHT    -        -31.950 (meters)                     GEOID18
 DJ4896  DYNAMIC HEIGHT  -        369.782 (meters)     1213.19  (feet) COMP
 DJ4896  MODELED GRAVITY -    980,498.1   (mgal)                       NAVD 88
 DJ4896
 DJ4896  VERT ORDER      -  SECOND    CLASS I
 DJ4896
 DJ4896.The horizontal coordinates were determined by differentially corrected
 DJ4896.hand held GPS observations or other comparable positioning techniques
 DJ4896.and have an estimated accuracy of +/- 3 meters.
 DJ4896
 DJ4896.The orthometric height was determined by differential leveling and
 DJ4896.adjusted by the WI DEPT OF TRANSP
 DJ4896.in May 2012.
 DJ4896
 DJ4896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4896.GEOID18 height accuracy estimate available here.
 DJ4896
 DJ4896.Click photographs - Photos may exist for this station.
 DJ4896
 DJ4896.The dynamic height is computed by dividing the NAVD 88
 DJ4896.geopotential number by the normal gravity value computed on the
 DJ4896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4896.degrees latitude (g = 980.6199 gals.).
 DJ4896
 DJ4896.The modeled gravity was interpolated from observed gravity values.
 DJ4896
 DJ4896;                    North         East    Units  Estimated Accuracy
 DJ4896;SPC WI C     -   123,432.2     549,281.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4896
 DJ4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8598179248(NAD 83)
 DJ4896
 DJ4896                          SUPERSEDED SURVEY CONTROL
 DJ4896
 DJ4896  NAVD 88 (07/08/08)  369.804  (m)         1213.27   (f) SUPERSEDED  2 1
 DJ4896
 DJ4896.Superseded values are not recommended for survey control.
 DJ4896
 DJ4896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4896.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4896
 DJ4896_MARKER: DD = SURVEY DISK
 DJ4896_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4896_SP_SET: BRIDGE PARAPET WALL
 DJ4896_STAMPING: 5E52 2005
 DJ4896_MARK LOGO: WIDT
 DJ4896_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4896+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2006
 DJ4896
 DJ4896  HISTORY     - Date     Condition        Report By
 DJ4896  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4896  HISTORY     - 20060804 GOOD             WIDT
 DJ4896
 DJ4896                          STATION DESCRIPTION
 DJ4896
 DJ4896'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4896'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4896'HIGHWAY O ABOUT 3 MI (4.8 KM) SOUTHWEST OF THE VILLAGE OF WITHEE, GO
 DJ4896'EAST ON STATE HIGHWAY 29 FOR 0.8 MI (1.3 KM) TO A BRIDGE OVER THE
 DJ4896'BLACK RIVER AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4896'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4896'DISK SET IN THE TOP OF THE NORTH PARAPET WALL OF THE EAST ABUTMENT OF
 DJ4896'THE BRIDGE --B-10-19-96--, ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 DJ4896'PAVEMENT, 5.1 M (16.7 FT) NORTH OF THE CENTERLINE OF EASTBOUND STATE
 DJ4896'HIGHWAY 29.  ---NOTE---NO WITNESS POST SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4436 ***********************************************************************
 DJ4436  DESIGNATION -  5E53
 DJ4436  PID         -  DJ4436
 DJ4436  STATE/COUNTY-  WI/CLARK
 DJ4436  COUNTRY     -  US
 DJ4436  USGS QUAD   -  OWEN (2018)
 DJ4436
 DJ4436                         *CURRENT SURVEY CONTROL
 DJ4436  ______________________________________________________________________
 DJ4436* NAD 83(1986) POSITION- 44 56 27.08   (N) 090 35 51.85   (W)   HD_HELD1
 DJ4436* NAVD 88 ORTHO HEIGHT -   386.495 (meters)     1268.03  (feet) ADJUSTED
 DJ4436  ______________________________________________________________________
 DJ4436  GEOID HEIGHT    -        -32.054 (meters)                     GEOID18
 DJ4436  DYNAMIC HEIGHT  -        386.452 (meters)     1267.88  (feet) COMP
 DJ4436  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 DJ4436
 DJ4436  VERT ORDER      -  SECOND    CLASS I
 DJ4436
 DJ4436.The horizontal coordinates were determined by differentially corrected
 DJ4436.hand held GPS observations or other comparable positioning techniques
 DJ4436.and have an estimated accuracy of +/- 3 meters.
 DJ4436
 DJ4436.The orthometric height was determined by differential leveling and
 DJ4436.adjusted by the WI DEPT OF TRANSP
 DJ4436.in May 2012.
 DJ4436
 DJ4436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4436.GEOID18 height accuracy estimate available here.
 DJ4436
 DJ4436.Click photographs - Photos may exist for this station.
 DJ4436
 DJ4436.The dynamic height is computed by dividing the NAVD 88
 DJ4436.geopotential number by the normal gravity value computed on the
 DJ4436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4436.degrees latitude (g = 980.6199 gals.).
 DJ4436
 DJ4436.The modeled gravity was interpolated from observed gravity values.
 DJ4436
 DJ4436;                    North         East    Units  Estimated Accuracy
 DJ4436;SPC WI C     -   123,240.3     552,825.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4436
 DJ4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8953079187(NAD 83)
 DJ4436
 DJ4436                          SUPERSEDED SURVEY CONTROL
 DJ4436
 DJ4436  NAVD 88 (07/08/08)  386.477  (m)         1267.97   (f) SUPERSEDED  2 1
 DJ4436
 DJ4436.Superseded values are not recommended for survey control.
 DJ4436
 DJ4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4436.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4436
 DJ4436_MARKER: DD = SURVEY DISK
 DJ4436_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4436_SP_SET: BRIDGE COLUMN
 DJ4436_STAMPING: 5E53 2005
 DJ4436_MARK LOGO: WIDT
 DJ4436_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4436+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 DJ4436
 DJ4436  HISTORY     - Date     Condition        Report By
 DJ4436  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4436  HISTORY     - 20060804 GOOD             WIDT
 DJ4436  HISTORY     - 20110803 GOOD             WIDT
 DJ4436
 DJ4436                          STATION DESCRIPTION
 DJ4436
 DJ4436'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4436'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4436'HIGHWAY 73 SOUTH AND COUNTY HIGHWAY T NORTH (EXIT 118) ABOUT 1 MI (1.6
 DJ4436'KM) SOUTH OF THE VILLAGE OF WITHEE.  THE STATION IS A BRONZE WISCONSIN
 DJ4436'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4436'VERTICALLY IN THE SOUTH FACE OF THE EASTERNMOST MEDIAN COLUMN OF THE
 DJ4436'STATE HIGHWAY 73 - COUNTY HIGHWAY T BRIDGE OVER STATE HIGHWAY 29.  THE
 DJ4436'STATION IS 12.3 M (40.4 FT) NORTH OF THE CENTERLINE OF EASTBOUND STATE
 DJ4436'HIGHWAY 29, 0.5 M (1.6 FT) EAST OF A WHITE PLASTIC WITNESS POST AND
 DJ4436'ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  ---NOTE---THIS STATION
 DJ4436'IS SET VERTICALLY AND NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4436
 DJ4436                          STATION RECOVERY (2011)
 DJ4436
 DJ4436'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4436'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4861 ***********************************************************************
 DJ4861  DESIGNATION -  5E54
 DJ4861  PID         -  DJ4861
 DJ4861  STATE/COUNTY-  WI/CLARK
 DJ4861  COUNTRY     -  US
 DJ4861  USGS QUAD   -  OWEN (2018)
 DJ4861
 DJ4861                         *CURRENT SURVEY CONTROL
 DJ4861  ______________________________________________________________________
 DJ4861* NAD 83(1986) POSITION- 44 56 26.87   (N) 090 34 09.57   (W)   HD_HELD1
 DJ4861* NAVD 88 ORTHO HEIGHT -   382.147 (meters)     1253.76  (feet) ADJUSTED
 DJ4861  ______________________________________________________________________
 DJ4861  GEOID HEIGHT    -        -32.118 (meters)                     GEOID18
 DJ4861  DYNAMIC HEIGHT  -        382.103 (meters)     1253.62  (feet) COMP
 DJ4861  MODELED GRAVITY -    980,492.0   (mgal)                       NAVD 88
 DJ4861
 DJ4861  VERT ORDER      -  SECOND    CLASS I
 DJ4861
 DJ4861.The horizontal coordinates were determined by differentially corrected
 DJ4861.hand held GPS observations or other comparable positioning techniques
 DJ4861.and have an estimated accuracy of +/- 3 meters.
 DJ4861
 DJ4861.The orthometric height was determined by differential leveling and
 DJ4861.adjusted by the WI DEPT OF TRANSP
 DJ4861.in May 2012.
 DJ4861
 DJ4861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4861.GEOID18 height accuracy estimate available here.
 DJ4861
 DJ4861.Click photographs - Photos may exist for this station.
 DJ4861
 DJ4861.The dynamic height is computed by dividing the NAVD 88
 DJ4861.geopotential number by the normal gravity value computed on the
 DJ4861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4861.degrees latitude (g = 980.6199 gals.).
 DJ4861
 DJ4861.The modeled gravity was interpolated from observed gravity values.
 DJ4861
 DJ4861;                    North         East    Units  Estimated Accuracy
 DJ4861;SPC WI C     -   123,217.7     555,067.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4861
 DJ4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9177179248(NAD 83)
 DJ4861
 DJ4861                          SUPERSEDED SURVEY CONTROL
 DJ4861
 DJ4861  NAVD 88 (07/08/08)  382.129  (m)         1253.70   (f) SUPERSEDED  2 1
 DJ4861
 DJ4861.Superseded values are not recommended for survey control.
 DJ4861
 DJ4861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4861.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4861
 DJ4861_MARKER: DD = SURVEY DISK
 DJ4861_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4861_SP_SET: BRIDGE PARAPET WALL
 DJ4861_STAMPING: 5E54 2005
 DJ4861_MARK LOGO: WIDT
 DJ4861_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4861+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 DJ4861
 DJ4861  HISTORY     - Date     Condition        Report By
 DJ4861  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4861  HISTORY     - 20060808 GOOD             WIDT
 DJ4861  HISTORY     - 20110803 GOOD             WIDT
 DJ4861
 DJ4861                          STATION DESCRIPTION
 DJ4861
 DJ4861'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4861'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4861'HIGHWAY 73 SOUTH AND COUNTY HIGHWAY T NORTH (EXIT 118) ABOUT 1 MI (1.6
 DJ4861'KM) SOUTH OF THE VILLAGE OF WITHEE, GO EAST ON US HIGHWAY 29 FOR 1.4
 DJ4861'MI (2.3 KM) TO A BRIDGE OVER THE POPPLE RIVER AND THE STATION ON THE
 DJ4861'RIGHT.
 DJ4861'
 DJ4861'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4861'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH
 DJ4861'PARAPET WALL OF THE EAST ABUTMENT OF THE BRIDGE --B-10-20-97--, ABOUT
 DJ4861'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT,
 DJ4861'
 DJ4861'6.1 M (20.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND STATE HIGHWAY
 DJ4861'29.  ---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4861
 DJ4861                          STATION RECOVERY (2011)
 DJ4861
 DJ4861'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4437 ***********************************************************************
 DJ4437  DESIGNATION -  5E55
 DJ4437  PID         -  DJ4437
 DJ4437  STATE/COUNTY-  WI/CLARK
 DJ4437  COUNTRY     -  US
 DJ4437  USGS QUAD   -  OWEN (2018)
 DJ4437
 DJ4437                         *CURRENT SURVEY CONTROL
 DJ4437  ______________________________________________________________________
 DJ4437* NAD 83(1986) POSITION- 44 56 37.19   (N) 090 32 09.82   (W)   HD_HELD1
 DJ4437* NAVD 88 ORTHO HEIGHT -   389.947 (meters)     1279.35  (feet) ADJUSTED
 DJ4437  ______________________________________________________________________
 DJ4437  GEOID HEIGHT    -        -32.174 (meters)                     GEOID18
 DJ4437  DYNAMIC HEIGHT  -        389.901 (meters)     1279.20  (feet) COMP
 DJ4437  MODELED GRAVITY -    980,488.7   (mgal)                       NAVD 88
 DJ4437
 DJ4437  VERT ORDER      -  SECOND    CLASS I
 DJ4437
 DJ4437.The horizontal coordinates were determined by differentially corrected
 DJ4437.hand held GPS observations or other comparable positioning techniques
 DJ4437.and have an estimated accuracy of +/- 3 meters.
 DJ4437
 DJ4437.The orthometric height was determined by differential leveling and
 DJ4437.adjusted by the WI DEPT OF TRANSP
 DJ4437.in May 2012.
 DJ4437
 DJ4437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4437.GEOID18 height accuracy estimate available here.
 DJ4437
 DJ4437.Click photographs - Photos may exist for this station.
 DJ4437
 DJ4437.The dynamic height is computed by dividing the NAVD 88
 DJ4437.geopotential number by the normal gravity value computed on the
 DJ4437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4437.degrees latitude (g = 980.6199 gals.).
 DJ4437
 DJ4437.The modeled gravity was interpolated from observed gravity values.
 DJ4437
 DJ4437;                    North         East    Units  Estimated Accuracy
 DJ4437;SPC WI C     -   123,518.4     557,694.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4437
 DJ4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9438679645(NAD 83)
 DJ4437
 DJ4437                          SUPERSEDED SURVEY CONTROL
 DJ4437
 DJ4437  NAVD 88 (07/08/08)  389.929  (m)         1279.29   (f) SUPERSEDED  2 1
 DJ4437
 DJ4437.Superseded values are not recommended for survey control.
 DJ4437
 DJ4437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4437.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4437
 DJ4437_MARKER: DD = SURVEY DISK
 DJ4437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4437_SP_SET: BRIDGE COLUMN
 DJ4437_STAMPING: 5E55 2005
 DJ4437_MARK LOGO: WIDT
 DJ4437_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4437+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 DJ4437
 DJ4437  HISTORY     - Date     Condition        Report By
 DJ4437  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4437  HISTORY     - 20060808 GOOD             WIDT
 DJ4437  HISTORY     - 20110803 GOOD             WIDT
 DJ4437
 DJ4437                          STATION DESCRIPTION
 DJ4437
 DJ4437'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4437'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4437'HIGHWAY X NORTH AND CARDINAL AVENUE TO THE SOUTH (EXIT 122) ABOUT 1
 DJ4437'MILE SOUTHEAST OF THE CITY OF OWEN.  THE STATION IS A BRONZE WISCONSIN
 DJ4437'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4437'VERTICALLY IN THE SOUTH FACE OF THE EASTERNMOST MEDIAN COLUMN OF THE
 DJ4437'COUNTY HIGHWAY X - CARDINAL AVENUE BRIDGE OVER STATE HIGHWAY 29.  THE
 DJ4437'STATION IS 12.3 M (40.4 FT) NORTH OF THE CENTERLINE OF EASTBOUND STATE
 DJ4437'HIGHWAY 29, 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS POST AND
 DJ4437'ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  ---NOTE---THIS
 DJ4437'STATION IS SET VERTICALLY AND NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4437
 DJ4437                          STATION RECOVERY (2011)
 DJ4437
 DJ4437'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4469 ***********************************************************************
 DJ4469  DESIGNATION -  5F01
 DJ4469  PID         -  DJ4469
 DJ4469  STATE/COUNTY-  WI/CLARK
 DJ4469  COUNTRY     -  US
 DJ4469  USGS QUAD   -  GRANTON (2018)
 DJ4469
 DJ4469                         *CURRENT SURVEY CONTROL
 DJ4469  ______________________________________________________________________
 DJ4469* NAD 83(1986) POSITION- 44 33 09.58   (N) 090 29 13.11   (W)   HD_HELD1
 DJ4469* NAVD 88 ORTHO HEIGHT -   362.285 (meters)     1188.60  (feet) ADJUSTED
 DJ4469  ______________________________________________________________________
 DJ4469  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 DJ4469  DYNAMIC HEIGHT  -        362.229 (meters)     1188.41  (feet) COMP
 DJ4469  MODELED GRAVITY -    980,454.3   (mgal)                       NAVD 88
 DJ4469
 DJ4469  VERT ORDER      -  SECOND    CLASS I
 DJ4469
 DJ4469.The horizontal coordinates were determined by differentially corrected
 DJ4469.hand held GPS observations or other comparable positioning techniques
 DJ4469.and have an estimated accuracy of +/- 3 meters.
 DJ4469
 DJ4469.The orthometric height was determined by differential leveling and
 DJ4469.adjusted by the WI DEPT OF TRANSP
 DJ4469.in May 2012.
 DJ4469
 DJ4469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4469.GEOID18 height accuracy estimate available here.
 DJ4469
 DJ4469.Click photographs - Photos may exist for this station.
 DJ4469
 DJ4469.The dynamic height is computed by dividing the NAVD 88
 DJ4469.geopotential number by the normal gravity value computed on the
 DJ4469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4469.degrees latitude (g = 980.6199 gals.).
 DJ4469
 DJ4469.The modeled gravity was interpolated from observed gravity values.
 DJ4469
 DJ4469;                    North         East    Units  Estimated Accuracy
 DJ4469;SPC WI C     -    80,046.3     561,307.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4469
 DJ4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9960136330(NAD 83)
 DJ4469
 DJ4469                          SUPERSEDED SURVEY CONTROL
 DJ4469
 DJ4469  NAVD 88 (07/08/08)  362.269  (m)         1188.54   (f) SUPERSEDED  2 1
 DJ4469
 DJ4469.Superseded values are not recommended for survey control.
 DJ4469
 DJ4469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4469.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4469
 DJ4469_MARKER: DD = SURVEY DISK
 DJ4469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4469_STAMPING: 5F01 2005
 DJ4469_MARK LOGO: WIDT
 DJ4469_PROJECTION: FLUSH
 DJ4469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4469+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 DJ4469
 DJ4469  HISTORY     - Date     Condition        Report By
 DJ4469  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4469  HISTORY     - 20060605 GOOD             WIDT
 DJ4469  HISTORY     - 20110809 GOOD             WIDT
 DJ4469
 DJ4469                          STATION DESCRIPTION
 DJ4469
 DJ4469'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4469'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4469'HIGHWAY K ABOUT 7 MI (11.3 KM) EAST OF THE CITY OF NEILLSVILLE, GO
 DJ4469'SOUTHWEST THEN WEST ON US HIGHWAY 10 FOR 1.35 MI (2.2 KM) TO PELSDORF
 DJ4469'AVENUE, CONTINUE WEST ON US HIGHWAY 10 FOR 0.5 MI (0.8 KM) TO THE
 DJ4469'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4469'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4469'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4469'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4469'IS 16.6 M (54.5 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY 10, 8 M
 DJ4469'(26.2 FT) EAST OF A FIELD ENTRANCE, 1 M (3.3 FT) NORTH OF AN
 DJ4469'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) EAST AND WEST OF A WHITE
 DJ4469'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4469'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4469
 DJ4469                          STATION RECOVERY (2011)
 DJ4469
 DJ4469'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4470 ***********************************************************************
 DJ4470  DESIGNATION -  5F02
 DJ4470  PID         -  DJ4470
 DJ4470  STATE/COUNTY-  WI/CLARK
 DJ4470  COUNTRY     -  US
 DJ4470  USGS QUAD   -  GRANTON (2018)
 DJ4470
 DJ4470                         *CURRENT SURVEY CONTROL
 DJ4470  ______________________________________________________________________
 DJ4470* NAD 83(1986) POSITION- 44 33 10.94   (N) 090 27 18.36   (W)   HD_HELD1
 DJ4470* NAVD 88 ORTHO HEIGHT -   345.613 (meters)     1133.90  (feet) ADJUSTED
 DJ4470  ______________________________________________________________________
 DJ4470  GEOID HEIGHT    -        -33.502 (meters)                     GEOID18
 DJ4470  DYNAMIC HEIGHT  -        345.558 (meters)     1133.72  (feet) COMP
 DJ4470  MODELED GRAVITY -    980,449.0   (mgal)                       NAVD 88
 DJ4470
 DJ4470  VERT ORDER      -  SECOND    CLASS I
 DJ4470
 DJ4470.The horizontal coordinates were determined by differentially corrected
 DJ4470.hand held GPS observations or other comparable positioning techniques
 DJ4470.and have an estimated accuracy of +/- 3 meters.
 DJ4470
 DJ4470.The orthometric height was determined by differential leveling and
 DJ4470.adjusted by the WI DEPT OF TRANSP
 DJ4470.in May 2012.
 DJ4470
 DJ4470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4470.GEOID18 height accuracy estimate available here.
 DJ4470
 DJ4470.Click photographs - Photos may exist for this station.
 DJ4470
 DJ4470.The dynamic height is computed by dividing the NAVD 88
 DJ4470.geopotential number by the normal gravity value computed on the
 DJ4470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4470.degrees latitude (g = 980.6199 gals.).
 DJ4470
 DJ4470.The modeled gravity was interpolated from observed gravity values.
 DJ4470
 DJ4470;                    North         East    Units  Estimated Accuracy
 DJ4470;SPC WI C     -    80,073.6     563,840.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4470
 DJ4470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0213136451(NAD 83)
 DJ4470
 DJ4470                          SUPERSEDED SURVEY CONTROL
 DJ4470
 DJ4470  NAVD 88 (07/08/08)  345.597  (m)         1133.85   (f) SUPERSEDED  2 1
 DJ4470
 DJ4470.Superseded values are not recommended for survey control.
 DJ4470
 DJ4470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4470.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4470
 DJ4470_MARKER: DD = SURVEY DISK
 DJ4470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4470_STAMPING: 5F02 2005
 DJ4470_MARK LOGO: WIDT
 DJ4470_PROJECTION: FLUSH
 DJ4470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4470+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2011
 DJ4470
 DJ4470  HISTORY     - Date     Condition        Report By
 DJ4470  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4470  HISTORY     - 20060822 GOOD             WIDT
 DJ4470  HISTORY     - 20110726 GOOD             WIDT
 DJ4470
 DJ4470                          STATION DESCRIPTION
 DJ4470
 DJ4470'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4470'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4470'HIGHWAY K ABOUT 7 MI (11.3 KM) EAST OF THE CITY OF NEILLSVILLE, GO
 DJ4470'SOUTH ON COUNTY HIGHWAY K FOR 0.65 MI (1.0 KM) TO STARR ROAD, TURN
 DJ4470'LEFT AND GO EAST ON STARR ROAD FOR 0.05 MI (0.1 KM) TO THE STATION ON
 DJ4470'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4470'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4470'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED IN THE
 DJ4470'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.0 M
 DJ4470'(29.5 FT) NORTH OF THE CENTERLINE OF STARR ROAD, 22.4 M (73.5 FT)
 DJ4470'NORTHWEST OF A TELEPHONE POLE --19--, 1.0 M (3.3 FT) EAST AND WEST OF
 DJ4470'A WHITE PLASTIC WITNESS POST, AND 0.8 M (2.6 FT) SOUTH OF A BARBED
 DJ4470'WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4470'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4470
 DJ4470                          STATION RECOVERY (2011)
 DJ4470
 DJ4470'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4470'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4900 ***********************************************************************
 DJ4900  DESIGNATION -  5F03
 DJ4900  PID         -  DJ4900
 DJ4900  STATE/COUNTY-  WI/CLARK
 DJ4900  COUNTRY     -  US
 DJ4900  USGS QUAD   -  GRANTON (2018)
 DJ4900
 DJ4900                         *CURRENT SURVEY CONTROL
 DJ4900  ______________________________________________________________________
 DJ4900* NAD 83(1986) POSITION- 44 33 11.20   (N) 090 26 02.81   (W)   HD_HELD1
 DJ4900* NAVD 88 ORTHO HEIGHT -   330.836 (meters)     1085.42  (feet) ADJUSTED
 DJ4900  ______________________________________________________________________
 DJ4900  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 DJ4900  DYNAMIC HEIGHT  -        330.782 (meters)     1085.24  (feet) COMP
 DJ4900  MODELED GRAVITY -    980,446.6   (mgal)                       NAVD 88
 DJ4900
 DJ4900  VERT ORDER      -  SECOND    CLASS I
 DJ4900
 DJ4900.The horizontal coordinates were determined by differentially corrected
 DJ4900.hand held GPS observations or other comparable positioning techniques
 DJ4900.and have an estimated accuracy of +/- 3 meters.
 DJ4900
 DJ4900.The orthometric height was determined by differential leveling and
 DJ4900.adjusted by the WI DEPT OF TRANSP
 DJ4900.in May 2012.
 DJ4900
 DJ4900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4900.GEOID18 height accuracy estimate available here.
 DJ4900
 DJ4900.Click photographs - Photos may exist for this station.
 DJ4900
 DJ4900.The dynamic height is computed by dividing the NAVD 88
 DJ4900.geopotential number by the normal gravity value computed on the
 DJ4900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4900.degrees latitude (g = 980.6199 gals.).
 DJ4900
 DJ4900.The modeled gravity was interpolated from observed gravity values.
 DJ4900
 DJ4900;                    North         East    Units  Estimated Accuracy
 DJ4900;SPC WI C     -    80,072.4     565,508.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4900
 DJ4900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0379836511(NAD 83)
 DJ4900
 DJ4900                          SUPERSEDED SURVEY CONTROL
 DJ4900
 DJ4900  NAVD 88 (07/08/08)  330.820  (m)         1085.37   (f) SUPERSEDED  2 1
 DJ4900
 DJ4900.Superseded values are not recommended for survey control.
 DJ4900
 DJ4900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4900.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4900
 DJ4900_MARKER: DD = SURVEY DISK
 DJ4900_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4900_SP_SET: BRIDGE WINGWALL
 DJ4900_STAMPING: 5F03 2005
 DJ4900_MARK LOGO: WIDT
 DJ4900_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4900+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2011
 DJ4900
 DJ4900  HISTORY     - Date     Condition        Report By
 DJ4900  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4900  HISTORY     - 20060822 GOOD             WIDT
 DJ4900  HISTORY     - 20110726 GOOD             WIDT
 DJ4900
 DJ4900                          STATION DESCRIPTION
 DJ4900
 DJ4900'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4900'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4900'HIGHWAY K ABOUT 7 MI (11.3 KM) EAST OF THE CITY OF NEILLSVILLE, GO
 DJ4900'SOUTH ON COUNTY HIGHWAY K FOR 0.6 MI (1.0 KM) TO STARR ROAD, TURN LEFT
 DJ4900'AND GO EAST ON STARR ROAD FOR 1.1 MI (1.8 KM) TO A BRIDGE OVER
 DJ4900'CUNNINGHAM CREEK AND THE STATION ON THE LEFT.
 DJ4900'
 DJ4900'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4900'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4900'WING WALL OF THE BRIDGE --B-10-136-95--, ABOUT LEVEL WITH THE ROAD
 DJ4900'PAVEMENT.
 DJ4900'
 DJ4900'THE STATION IS 5.0 M (16.4 FT) NORTH OF THE CENTERLINE OF STARR ROAD,
 DJ4900'0.1 MI (0.2 KM) EAST OF MERIDAN ROAD, AND 0.3 M (1.0 FT) WEST OF A
 DJ4900'WHITE PLASTIC WITNESS POST.
 DJ4900
 DJ4900                          STATION RECOVERY (2011)
 DJ4900
 DJ4900'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4471 ***********************************************************************
 DJ4471  DESIGNATION -  5F04
 DJ4471  PID         -  DJ4471
 DJ4471  STATE/COUNTY-  WI/CLARK
 DJ4471  COUNTRY     -  US
 DJ4471  USGS QUAD   -  GRANTON (2018)
 DJ4471
 DJ4471                         *CURRENT SURVEY CONTROL
 DJ4471  ______________________________________________________________________
 DJ4471* NAD 83(1986) POSITION- 44 33 13.53   (N) 090 23 36.62   (W)   HD_HELD1
 DJ4471* NAVD 88 ORTHO HEIGHT -   340.232 (meters)     1116.24  (feet) ADJUSTED
 DJ4471  ______________________________________________________________________
 DJ4471  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 DJ4471  DYNAMIC HEIGHT  -        340.177 (meters)     1116.06  (feet) COMP
 DJ4471  MODELED GRAVITY -    980,446.7   (mgal)                       NAVD 88
 DJ4471
 DJ4471  VERT ORDER      -  SECOND    CLASS I
 DJ4471
 DJ4471.The horizontal coordinates were determined by differentially corrected
 DJ4471.hand held GPS observations or other comparable positioning techniques
 DJ4471.and have an estimated accuracy of +/- 3 meters.
 DJ4471
 DJ4471.The orthometric height was determined by differential leveling and
 DJ4471.adjusted by the WI DEPT OF TRANSP
 DJ4471.in May 2012.
 DJ4471
 DJ4471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4471.GEOID18 height accuracy estimate available here.
 DJ4471
 DJ4471.Click photographs - Photos may exist for this station.
 DJ4471
 DJ4471.The dynamic height is computed by dividing the NAVD 88
 DJ4471.geopotential number by the normal gravity value computed on the
 DJ4471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4471.degrees latitude (g = 980.6199 gals.).
 DJ4471
 DJ4471.The modeled gravity was interpolated from observed gravity values.
 DJ4471
 DJ4471;                    North         East    Units  Estimated Accuracy
 DJ4471;SPC WI C     -    80,127.9     568,734.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4471
 DJ4471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0702136685(NAD 83)
 DJ4471
 DJ4471                          SUPERSEDED SURVEY CONTROL
 DJ4471
 DJ4471  NAVD 88 (07/08/08)  340.216  (m)         1116.19   (f) SUPERSEDED  2 1
 DJ4471
 DJ4471.Superseded values are not recommended for survey control.
 DJ4471
 DJ4471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4471.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4471
 DJ4471_MARKER: DD = SURVEY DISK
 DJ4471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4471_STAMPING: 5F04 2005
 DJ4471_MARK LOGO: WIDT
 DJ4471_PROJECTION: FLUSH
 DJ4471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4471+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2011
 DJ4471
 DJ4471  HISTORY     - Date     Condition        Report By
 DJ4471  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4471  HISTORY     - 20060602 GOOD             WIDT
 DJ4471  HISTORY     - 20110726 GOOD             WIDT
 DJ4471
 DJ4471                          STATION DESCRIPTION
 DJ4471
 DJ4471'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4471'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4471'HIGHWAY W TO THE SOUTH AND SANDHILL AVENUE TO THE NORTH ABOUT 3 MI
 DJ4471'(4.8 KM) EAST OF THE VILLAGE OF GRANTON, GO SOUTH ON COUNTY HIGHWAY W
 DJ4471'FOR 2.0 MI (3.2 KM) TO STARR ROAD, TURN LEFT AND GO EAST ON STARR ROAD
 DJ4471'FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DJ4471'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4471'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4471'POST (2.3 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4471'THE ROAD PAVEMENT.  THE STATION IS 8.5 M (27.9 FT) NORTH OF THE
 DJ4471'CENTERLINE OF STARR ROAD, 24.7 M (81.0 FT) NORTHWEST OF A POWER POLE,
 DJ4471'AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC
 DJ4471'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4471'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4471
 DJ4471                          STATION RECOVERY (2011)
 DJ4471
 DJ4471'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4472 ***********************************************************************
 DJ4472  DESIGNATION -  5F05
 DJ4472  PID         -  DJ4472
 DJ4472  STATE/COUNTY-  WI/CLARK
 DJ4472  COUNTRY     -  US
 DJ4472  USGS QUAD   -  LINDSEY (2018)
 DJ4472
 DJ4472                         *CURRENT SURVEY CONTROL
 DJ4472  ______________________________________________________________________
 DJ4472* NAD 83(1986) POSITION- 44 33 18.39   (N) 090 21 22.96   (W)   HD_HELD1
 DJ4472* NAVD 88 ORTHO HEIGHT -   342.416 (meters)     1123.41  (feet) ADJUSTED
 DJ4472  ______________________________________________________________________
 DJ4472  GEOID HEIGHT    -        -33.731 (meters)                     GEOID18
 DJ4472  DYNAMIC HEIGHT  -        342.361 (meters)     1123.23  (feet) COMP
 DJ4472  MODELED GRAVITY -    980,447.3   (mgal)                       NAVD 88
 DJ4472
 DJ4472  VERT ORDER      -  SECOND    CLASS I
 DJ4472
 DJ4472.The horizontal coordinates were determined by differentially corrected
 DJ4472.hand held GPS observations or other comparable positioning techniques
 DJ4472.and have an estimated accuracy of +/- 3 meters.
 DJ4472
 DJ4472.The orthometric height was determined by differential leveling and
 DJ4472.adjusted by the WI DEPT OF TRANSP
 DJ4472.in May 2012.
 DJ4472
 DJ4472.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4472.GEOID18 height accuracy estimate available here.
 DJ4472
 DJ4472.Click photographs - Photos may exist for this station.
 DJ4472
 DJ4472.The dynamic height is computed by dividing the NAVD 88
 DJ4472.geopotential number by the normal gravity value computed on the
 DJ4472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4472.degrees latitude (g = 980.6199 gals.).
 DJ4472
 DJ4472.The modeled gravity was interpolated from observed gravity values.
 DJ4472
 DJ4472;                    North         East    Units  Estimated Accuracy
 DJ4472;SPC WI C     -    80,264.3     571,685.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4472
 DJ4472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0996536930(NAD 83)
 DJ4472
 DJ4472                          SUPERSEDED SURVEY CONTROL
 DJ4472
 DJ4472  NAVD 88 (07/08/08)  342.400  (m)         1123.36   (f) SUPERSEDED  2 1
 DJ4472
 DJ4472.Superseded values are not recommended for survey control.
 DJ4472
 DJ4472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4472.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4472
 DJ4472_MARKER: DD = SURVEY DISK
 DJ4472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4472_STAMPING: 5F05 2005
 DJ4472_MARK LOGO: WIDT
 DJ4472_PROJECTION: FLUSH
 DJ4472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4472+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2011
 DJ4472
 DJ4472  HISTORY     - Date     Condition        Report By
 DJ4472  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4472  HISTORY     - 20060602 GOOD             WIDT
 DJ4472  HISTORY     - 20110726 GOOD             WIDT
 DJ4472
 DJ4472                          STATION DESCRIPTION
 DJ4472
 DJ4472'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4472'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4472'HIGHWAY Y TO THE NORTH AND BADGER AVENUE TO THE SOUTH ABOUT 2 MI (3.2
 DJ4472'KM) SOUTH OF THE COMMUNITY OF CHILI AND 5 MI (8.0 KM) EAST OF THE
 DJ4472'VILLAGE OF GRANTON, GO SOUTH ON BADGER AVENUE FOR 3.0 MI (4.8 KM) TO
 DJ4472'STARR ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4472'WISCONSIN DEPARTMENT GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DJ4472'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED
 DJ4472'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DJ4472'STATION IS 9.5 M (31.2 FT) NORTH OF THE CENTERLINE OF STARR ROAD, 24.0
 DJ4472'M (78.7 FT) WEST OF THE CENTERLINE OF BADGER ROAD, 9.6 M (31.5 FT)
 DJ4472'EAST OF A METAL POST FOR A --ATV ROUTE-- SIGN, AND 1.0 M (3.3 FT)
 DJ4472'NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4472'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4472
 DJ4472                          STATION RECOVERY (2011)
 DJ4472
 DJ4472'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4901 ***********************************************************************
 DJ4901  DESIGNATION -  5F06
 DJ4901  PID         -  DJ4901
 DJ4901  STATE/COUNTY-  WI/CLARK
 DJ4901  COUNTRY     -  US
 DJ4901  USGS QUAD   -  LINDSEY (2018)
 DJ4901
 DJ4901                         *CURRENT SURVEY CONTROL
 DJ4901  ______________________________________________________________________
 DJ4901* NAD 83(1986) POSITION- 44 33 21.33   (N) 090 19 22.26   (W)   HD_HELD1
 DJ4901* NAVD 88 ORTHO HEIGHT -   340.384 (meters)     1116.74  (feet) ADJUSTED
 DJ4901  ______________________________________________________________________
 DJ4901  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 DJ4901  DYNAMIC HEIGHT  -        340.329 (meters)     1116.56  (feet) COMP
 DJ4901  MODELED GRAVITY -    980,447.4   (mgal)                       NAVD 88
 DJ4901
 DJ4901  VERT ORDER      -  SECOND    CLASS I
 DJ4901
 DJ4901.The horizontal coordinates were determined by differentially corrected
 DJ4901.hand held GPS observations or other comparable positioning techniques
 DJ4901.and have an estimated accuracy of +/- 3 meters.
 DJ4901
 DJ4901.The orthometric height was determined by differential leveling and
 DJ4901.adjusted by the WI DEPT OF TRANSP
 DJ4901.in May 2012.
 DJ4901
 DJ4901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4901.GEOID18 height accuracy estimate available here.
 DJ4901
 DJ4901.Click photographs - Photos may exist for this station.
 DJ4901
 DJ4901.The dynamic height is computed by dividing the NAVD 88
 DJ4901.geopotential number by the normal gravity value computed on the
 DJ4901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4901.degrees latitude (g = 980.6199 gals.).
 DJ4901
 DJ4901.The modeled gravity was interpolated from observed gravity values.
 DJ4901
 DJ4901;                    North         East    Units  Estimated Accuracy
 DJ4901;SPC WI C     -    80,343.9     574,349.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4901
 DJ4901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1262537107(NAD 83)
 DJ4901
 DJ4901                          SUPERSEDED SURVEY CONTROL
 DJ4901
 DJ4901  NAVD 88 (07/08/08)  340.368  (m)         1116.69   (f) SUPERSEDED  2 1
 DJ4901
 DJ4901.Superseded values are not recommended for survey control.
 DJ4901
 DJ4901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4901.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4901
 DJ4901_MARKER: DD = SURVEY DISK
 DJ4901_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4901_SP_SET: BRIDGE WINGWALL
 DJ4901_STAMPING: 5F06 2005
 DJ4901_MARK LOGO: WIDT
 DJ4901_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4901+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2011
 DJ4901
 DJ4901  HISTORY     - Date     Condition        Report By
 DJ4901  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4901  HISTORY     - 20060602 GOOD             WIDT
 DJ4901  HISTORY     - 20110726 GOOD             WIDT
 DJ4901
 DJ4901                          STATION DESCRIPTION
 DJ4901
 DJ4901'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4901'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY V WITH COUNTY
 DJ4901'HIGHWAY N TO THE EAST AND LINDSEY ROAD TO THE WEST IN THE COMMUNITY OF
 DJ4901'LINDSEY ABOUT 9 MI (14.5 KM) SOUTHWEST OF THE CITY OF MARSHFIELD, GO
 DJ4901'WEST ON LINDSEY ROAD FOR 1.0 MI (1.6 KM) TO FAIRHAVEN AVENUE ON THE
 DJ4901'LEFT (LINDSEY ROAD BECOMES STARR ROAD IN CLARK COUNTY), CONTINUE WEST
 DJ4901'ON STARR ROAD FOR 0.4 MI (0.6 KM) TO A BRIDGE OVER THE EAST FORK OF
 DJ4901'THE BLACK RIVER AND THE STATION ON THE LEFT.
 DJ4901'
 DJ4901'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4901'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHEAST
 DJ4901'WING WALL OF THE BRIDGE --B-10-87-89--, ABOUT LEVEL WITH THE ROAD
 DJ4901'PAVEMENT.
 DJ4901'
 DJ4901'THE STATION IS 4.3 M (14.1 FT) SOUTH OF THE CENTERLINE OF STARR ROAD
 DJ4901'AND 0.3 M (1.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4901
 DJ4901                          STATION RECOVERY (2011)
 DJ4901
 DJ4901'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4864 ***********************************************************************
 DJ4864  DESIGNATION -  5F07
 DJ4864  PID         -  DJ4864
 DJ4864  STATE/COUNTY-  WI/WOOD
 DJ4864  COUNTRY     -  US
 DJ4864  USGS QUAD   -  LINDSEY (2018)
 DJ4864
 DJ4864                         *CURRENT SURVEY CONTROL
 DJ4864  ______________________________________________________________________
 DJ4864* NAD 83(1986) POSITION- 44 32 32.50   (N) 090 17 59.66   (W)   HD_HELD1
 DJ4864* NAVD 88 ORTHO HEIGHT -   341.321 (meters)     1119.82  (feet) ADJUSTED
 DJ4864  ______________________________________________________________________
 DJ4864  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 DJ4864  DYNAMIC HEIGHT  -        341.266 (meters)     1119.64  (feet) COMP
 DJ4864  MODELED GRAVITY -    980,448.8   (mgal)                       NAVD 88
 DJ4864
 DJ4864  VERT ORDER      -  SECOND    CLASS I
 DJ4864
 DJ4864.The horizontal coordinates were determined by differentially corrected
 DJ4864.hand held GPS observations or other comparable positioning techniques
 DJ4864.and have an estimated accuracy of +/- 3 meters.
 DJ4864
 DJ4864.The orthometric height was determined by differential leveling and
 DJ4864.adjusted by the WI DEPT OF TRANSP
 DJ4864.in May 2012.
 DJ4864
 DJ4864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4864.GEOID18 height accuracy estimate available here.
 DJ4864
 DJ4864.Click photographs - Photos may exist for this station.
 DJ4864
 DJ4864.The dynamic height is computed by dividing the NAVD 88
 DJ4864.geopotential number by the normal gravity value computed on the
 DJ4864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4864.degrees latitude (g = 980.6199 gals.).
 DJ4864
 DJ4864.The modeled gravity was interpolated from observed gravity values.
 DJ4864
 DJ4864;                    North         East    Units  Estimated Accuracy
 DJ4864;SPC WI C     -    78,829.7     576,167.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4864
 DJ4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1449735661(NAD 83)
 DJ4864
 DJ4864                          SUPERSEDED SURVEY CONTROL
 DJ4864
 DJ4864  NAVD 88 (07/08/08)  341.305  (m)         1119.76   (f) SUPERSEDED  2 1
 DJ4864
 DJ4864.Superseded values are not recommended for survey control.
 DJ4864
 DJ4864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4864.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4864
 DJ4864_MARKER: DD = SURVEY DISK
 DJ4864_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4864_SP_SET: BRIDGE WINGWALL
 DJ4864_STAMPING: 5F07 2005
 DJ4864_MARK LOGO: WIDT
 DJ4864_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4864+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4864
 DJ4864  HISTORY     - Date     Condition        Report By
 DJ4864  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4864  HISTORY     - 20060601 GOOD             WIDT
 DJ4864  HISTORY     - 20101004 GOOD             WIDT
 DJ4864
 DJ4864                          STATION DESCRIPTION
 DJ4864
 DJ4864'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4864'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY V WITH COUNTY
 DJ4864'HIGHWAY N IN THE COMMUNITY OF LINDSEY ABOUT 9 MI (14.5 KM) SOUTHWEST
 DJ4864'OF THE CITY OF MARSHFIELD, GO SOUTH ON COUNTY HIGHWAY V FOR 0.9 MI
 DJ4864'(1.4 KM) TO A BRIDGE OVER A SMALL STREAM AND THE STATION ON THE RIGHT.
 DJ4864'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4864'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHWEST
 DJ4864'WING WALL OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DJ4864'
 DJ4864'4.7 M (15.4 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY V.
 DJ4864'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4864
 DJ4864                          STATION RECOVERY (2010)
 DJ4864
 DJ4864'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4864'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.06 MILE NORTH OF
 DJ4864'PATTON DRIVE AND 0.7 M NORTHEAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4863 ***********************************************************************
 DJ4863  DESIGNATION -  5F08
 DJ4863  PID         -  DJ4863
 DJ4863  STATE/COUNTY-  WI/WOOD
 DJ4863  COUNTRY     -  US
 DJ4863  USGS QUAD   -  LINDSEY (2018)
 DJ4863
 DJ4863                         *CURRENT SURVEY CONTROL
 DJ4863  ______________________________________________________________________
 DJ4863* NAD 83(1986) POSITION- 44 31 36.77   (N) 090 16 22.32   (W)   HD_HELD1
 DJ4863* NAVD 88 ORTHO HEIGHT -   337.548 (meters)     1107.44  (feet) ADJUSTED
 DJ4863  ______________________________________________________________________
 DJ4863  GEOID HEIGHT    -        -33.982 (meters)                     GEOID18
 DJ4863  DYNAMIC HEIGHT  -        337.494 (meters)     1107.26  (feet) COMP
 DJ4863  MODELED GRAVITY -    980,448.9   (mgal)                       NAVD 88
 DJ4863
 DJ4863  VERT ORDER      -  SECOND    CLASS I
 DJ4863
 DJ4863.The horizontal coordinates were determined by differentially corrected
 DJ4863.hand held GPS observations or other comparable positioning techniques
 DJ4863.and have an estimated accuracy of +/- 3 meters.
 DJ4863
 DJ4863.The orthometric height was determined by differential leveling and
 DJ4863.adjusted by the WI DEPT OF TRANSP
 DJ4863.in May 2012.
 DJ4863
 DJ4863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4863.GEOID18 height accuracy estimate available here.
 DJ4863
 DJ4863.Click photographs - Photos may exist for this station.
 DJ4863
 DJ4863.The dynamic height is computed by dividing the NAVD 88
 DJ4863.geopotential number by the normal gravity value computed on the
 DJ4863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4863.degrees latitude (g = 980.6199 gals.).
 DJ4863
 DJ4863.The modeled gravity was interpolated from observed gravity values.
 DJ4863
 DJ4863;                    North         East    Units  Estimated Accuracy
 DJ4863;SPC WI C     -    77,102.0     578,309.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4863
 DJ4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1670234012(NAD 83)
 DJ4863
 DJ4863                          SUPERSEDED SURVEY CONTROL
 DJ4863
 DJ4863  NAVD 88 (07/08/08)  337.532  (m)         1107.39   (f) SUPERSEDED  2 1
 DJ4863
 DJ4863.Superseded values are not recommended for survey control.
 DJ4863
 DJ4863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4863.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4863
 DJ4863_MARKER: DD = SURVEY DISK
 DJ4863_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4863_SP_SET: BRIDGE WINGWALL
 DJ4863_STAMPING: 5F08 2005
 DJ4863_MARK LOGO: WIDT
 DJ4863_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4863+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4863
 DJ4863  HISTORY     - Date     Condition        Report By
 DJ4863  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4863  HISTORY     - 20060531 GOOD             WIDT
 DJ4863  HISTORY     - 20101004 GOOD             WIDT
 DJ4863
 DJ4863                          STATION DESCRIPTION
 DJ4863
 DJ4863'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4863'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY V WITH COUNTY
 DJ4863'HIGHWAY N IN THE COMMUNITY OF LINDSEY ABOUT 9 MI (14.5 KM) SOUTHWEST
 DJ4863'OF THE CITY OF MARSHFIELD, GO SOUTH ON COUNTY HIGHWAY V FOR 2.0 MI
 DJ4863'(3.2 KM) TO BLUFF DRIVE ON THE LEFT, TURN LEFT AND GO EAST ON BLUFF
 DJ4863'DRIVE FOR 1.0 MI (1.6 KM) TO EAGLE ROAD ON THE RIGHT, CONTINUE EAST ON
 DJ4863'BLUFF DRIVE FOR 0.3 MI (0.5 KM) TO A BRIDGE OVER ROCKY RUN CREEK AND
 DJ4863'THE STATION ON THE RIGHT.
 DJ4863'
 DJ4863'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4863'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHEAST
 DJ4863'WING WALL OF THE BRIDGE, ABOUT LEVEL WITH THE ROAD PAVEMENT,
 DJ4863'
 DJ4863'2.7 M (8.9 FT) SOUTH OF THE CENTER OF BLUFF DRIVE.  ---NOTE---THIS
 DJ4863'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4863'ABOVE THE HORIZON.
 DJ4863
 DJ4863                          STATION RECOVERY (2010)
 DJ4863
 DJ4863'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4863'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M WEST OF A
 DJ4863'WHITE PLASTIC WITNESS POST.   NOTE---VISIBLE OBSTRUCTIONS AT THIS
 DJ4863'STATION ARE TREES TO THE SOUTHEAST EXTENDING TO 40 DEGREES ABOVE THE
 DJ4863'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4474 ***********************************************************************
 DJ4474  DESIGNATION -  5F09
 DJ4474  PID         -  DJ4474
 DJ4474  STATE/COUNTY-  WI/WOOD
 DJ4474  COUNTRY     -  US
 DJ4474  USGS QUAD   -  LAKE MANAKIKI (2018)
 DJ4474
 DJ4474                         *CURRENT SURVEY CONTROL
 DJ4474  ______________________________________________________________________
 DJ4474* NAD 83(1986) POSITION- 44 31 36.81   (N) 090 14 18.59   (W)   HD_HELD1
 DJ4474* NAVD 88 ORTHO HEIGHT -   352.483 (meters)     1156.44  (feet) ADJUSTED
 DJ4474  ______________________________________________________________________
 DJ4474  GEOID HEIGHT    -        -34.077 (meters)                     GEOID18
 DJ4474  DYNAMIC HEIGHT  -        352.425 (meters)     1156.25  (feet) COMP
 DJ4474  MODELED GRAVITY -    980,446.1   (mgal)                       NAVD 88
 DJ4474
 DJ4474  VERT ORDER      -  SECOND    CLASS I
 DJ4474
 DJ4474.The horizontal coordinates were determined by differentially corrected
 DJ4474.hand held GPS observations or other comparable positioning techniques
 DJ4474.and have an estimated accuracy of +/- 3 meters.
 DJ4474
 DJ4474.The orthometric height was determined by differential leveling and
 DJ4474.adjusted by the WI DEPT OF TRANSP
 DJ4474.in May 2012.
 DJ4474
 DJ4474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4474.GEOID18 height accuracy estimate available here.
 DJ4474
 DJ4474.Click photographs - Photos may exist for this station.
 DJ4474
 DJ4474.The dynamic height is computed by dividing the NAVD 88
 DJ4474.geopotential number by the normal gravity value computed on the
 DJ4474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4474.degrees latitude (g = 980.6199 gals.).
 DJ4474
 DJ4474.The modeled gravity was interpolated from observed gravity values.
 DJ4474
 DJ4474;                    North         East    Units  Estimated Accuracy
 DJ4474;SPC WI C     -    77,094.6     581,041.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4474
 DJ4474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1943334105(NAD 83)
 DJ4474
 DJ4474                          SUPERSEDED SURVEY CONTROL
 DJ4474
 DJ4474  NAVD 88 (07/08/08)  352.467  (m)         1156.39   (f) SUPERSEDED  2 1
 DJ4474
 DJ4474.Superseded values are not recommended for survey control.
 DJ4474
 DJ4474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4474.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4474
 DJ4474_MARKER: DD = SURVEY DISK
 DJ4474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4474_STAMPING: 5F09 2005
 DJ4474_MARK LOGO: WIDT
 DJ4474_PROJECTION: FLUSH
 DJ4474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4474+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4474
 DJ4474  HISTORY     - Date     Condition        Report By
 DJ4474  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4474  HISTORY     - 20060531 GOOD             WIDT
 DJ4474  HISTORY     - 20101004 GOOD             WIDT
 DJ4474
 DJ4474                          STATION DESCRIPTION
 DJ4474
 DJ4474'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4474'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DJ4474'HIGHWAY N TO THE EAST AND MAXWELL DRIVE TO THE WEST ABOUT 9 MI (14.5
 DJ4474'KM) SOUTH OF THE CITY OF MARSHFIELD, GO SOUTH ON STATE HIGHWAY 13 FOR
 DJ4474'1.0 MI (1.6 KM) TO BLUFF DRIVE, TURN RIGHT AND GO WEST ON BLUFF DRIVE
 DJ4474'FOR 2.9 MI (4.7 KM) TO ROBIN ROAD AND THE STATION ON THE RIGHT.  THE
 DJ4474'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4474'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4474'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4474'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.5 M (31.2 FT)
 DJ4474'NORTH OF THE CENTERLINE OF BLUFF DRIVE, 17.8 M (58.4 FT) EAST OF THE
 DJ4474'CENTERLINE OF ROBIN ROAD, 10.9 M (35.8 FT) SOUTHEAST OF A TELEPHONE
 DJ4474'PEDESTAL --06 7300 4--, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DJ4474'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS
 DJ4474'NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4474
 DJ4474                          STATION RECOVERY (2010)
 DJ4474
 DJ4474'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4474'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4475 ***********************************************************************
 DJ4475  DESIGNATION -  5F10
 DJ4475  PID         -  DJ4475
 DJ4475  STATE/COUNTY-  WI/WOOD
 DJ4475  COUNTRY     -  US
 DJ4475  USGS QUAD   -  LAKE MANAKIKI (2018)
 DJ4475
 DJ4475                         *CURRENT SURVEY CONTROL
 DJ4475  ______________________________________________________________________
 DJ4475* NAD 83(1986) POSITION- 44 31 35.65   (N) 090 12 21.56   (W)   HD_HELD1
 DJ4475* NAVD 88 ORTHO HEIGHT -   371.980 (meters)     1220.40  (feet) ADJUSTED
 DJ4475  ______________________________________________________________________
 DJ4475  GEOID HEIGHT    -        -34.166 (meters)                     GEOID18
 DJ4475  DYNAMIC HEIGHT  -        371.919 (meters)     1220.20  (feet) COMP
 DJ4475  MODELED GRAVITY -    980,443.5   (mgal)                       NAVD 88
 DJ4475
 DJ4475  VERT ORDER      -  SECOND    CLASS I
 DJ4475
 DJ4475.The horizontal coordinates were determined by differentially corrected
 DJ4475.hand held GPS observations or other comparable positioning techniques
 DJ4475.and have an estimated accuracy of +/- 3 meters.
 DJ4475
 DJ4475.The orthometric height was determined by differential leveling and
 DJ4475.adjusted by the WI DEPT OF TRANSP
 DJ4475.in May 2012.
 DJ4475
 DJ4475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4475.GEOID18 height accuracy estimate available here.
 DJ4475
 DJ4475.Click photographs - Photos may exist for this station.
 DJ4475
 DJ4475.The dynamic height is computed by dividing the NAVD 88
 DJ4475.geopotential number by the normal gravity value computed on the
 DJ4475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4475.degrees latitude (g = 980.6199 gals.).
 DJ4475
 DJ4475.The modeled gravity was interpolated from observed gravity values.
 DJ4475
 DJ4475;                    North         East    Units  Estimated Accuracy
 DJ4475;SPC WI C     -    77,051.8     583,625.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4475
 DJ4475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2201834158(NAD 83)
 DJ4475
 DJ4475                          SUPERSEDED SURVEY CONTROL
 DJ4475
 DJ4475  NAVD 88 (07/08/08)  371.964  (m)         1220.35   (f) SUPERSEDED  2 1
 DJ4475
 DJ4475.Superseded values are not recommended for survey control.
 DJ4475
 DJ4475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4475.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4475
 DJ4475_MARKER: DD = SURVEY DISK
 DJ4475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4475_STAMPING: 5F10 2005
 DJ4475_MARK LOGO: WIDT
 DJ4475_PROJECTION: FLUSH
 DJ4475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4475+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4475
 DJ4475  HISTORY     - Date     Condition        Report By
 DJ4475  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4475  HISTORY     - 20060526 GOOD             WIDT
 DJ4475  HISTORY     - 20101004 GOOD             WIDT
 DJ4475
 DJ4475                          STATION DESCRIPTION
 DJ4475
 DJ4475'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4475'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DJ4475'HIGHWAY N TO THE EAST AND MAXWELL DRIVE TO THE WEST ABOUT 9 MI (14.5
 DJ4475'KM) SOUTH OF THE CITY OF MARSHFIELD, GO SOUTH ON STATE HIGHWAY 13 FOR
 DJ4475'1.0 MI (1.6 KM) TO BLUFF DRIVE, TURN RIGHT AND GO WEST ON BLUFF DRIVE
 DJ4475'FOR 0.9 MI (1.4 KM) TO LINCOLN AVENUE ON THE LEFT, CONTINUE WEST ON
 DJ4475'BLUFF DRIVE FOR 0.35 MI (0.6 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4475'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4475'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4475'DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 1.0 M (3.3 FT) DEEP),
 DJ4475'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) ABOVE THE ROAD
 DJ4475'PAVEMENT.  THE STATION IS 11.3 M (37.1 FT) NORTH OF THE CENTERLINE OF
 DJ4475'BLUFF DRIVE, 22.9 M (75.1 FT) NORTH-NORTHWEST OF A TELEPHONE PEDESTAL
 DJ4475'--06 5200 6--, 22.7 NORTH-NORTHWEST OF A POWER POLE --24-2-36 32/52--,
 DJ4475'9 M (29.5 FT) EAST OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH,
 DJ4475'SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4475'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4475
 DJ4475                          STATION RECOVERY (2010)
 DJ4475
 DJ4475'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4431 ***********************************************************************
 DJ4431  DESIGNATION -  5F11
 DJ4431  PID         -  DJ4431
 DJ4431  STATE/COUNTY-  WI/CLARK
 DJ4431  COUNTRY     -  US
 DJ4431  USGS QUAD   -  CURTISS (2018)
 DJ4431
 DJ4431                         *CURRENT SURVEY CONTROL
 DJ4431  ______________________________________________________________________
 DJ4431* NAD 83(1986) POSITION- 44 53 23.87   (N) 090 27 38.10   (W)   HD_HELD1
 DJ4431* NAVD 88 ORTHO HEIGHT -   387.045 (meters)     1269.83  (feet) ADJUSTED
 DJ4431  ______________________________________________________________________
 DJ4431  GEOID HEIGHT    -        -32.610 (meters)                     GEOID18
 DJ4431  DYNAMIC HEIGHT  -        386.991 (meters)     1269.65  (feet) COMP
 DJ4431  MODELED GRAVITY -    980,466.1   (mgal)                       NAVD 88
 DJ4431
 DJ4431  VERT ORDER      -  SECOND    CLASS I
 DJ4431
 DJ4431.The horizontal coordinates were determined by differentially corrected
 DJ4431.hand held GPS observations or other comparable positioning techniques
 DJ4431.and have an estimated accuracy of +/- 3 meters.
 DJ4431
 DJ4431.The orthometric height was determined by differential leveling and
 DJ4431.adjusted by the WI DEPT OF TRANSP
 DJ4431.in May 2012.
 DJ4431
 DJ4431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4431.GEOID18 height accuracy estimate available here.
 DJ4431
 DJ4431.Click photographs - Photos may exist for this station.
 DJ4431
 DJ4431.The dynamic height is computed by dividing the NAVD 88
 DJ4431.geopotential number by the normal gravity value computed on the
 DJ4431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4431.degrees latitude (g = 980.6199 gals.).
 DJ4431
 DJ4431.The modeled gravity was interpolated from observed gravity values.
 DJ4431
 DJ4431;                    North         East    Units  Estimated Accuracy
 DJ4431;SPC WI C     -   117,514.6     563,617.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4431
 DJ4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0052773864(NAD 83)
 DJ4431
 DJ4431                          SUPERSEDED SURVEY CONTROL
 DJ4431
 DJ4431  NAVD 88 (07/08/08)  387.028  (m)         1269.77   (f) SUPERSEDED  2 1
 DJ4431
 DJ4431.Superseded values are not recommended for survey control.
 DJ4431
 DJ4431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4431.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4431
 DJ4431_MARKER: DD = SURVEY DISK
 DJ4431_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4431_SP_SET: BRIDGE ABUTMENT
 DJ4431_STAMPING: 5F11 2005
 DJ4431_MARK LOGO: WIDT
 DJ4431_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4431+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 DJ4431
 DJ4431  HISTORY     - Date     Condition        Report By
 DJ4431  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4431  HISTORY     - 20060521 GOOD             WIDT
 DJ4431  HISTORY     - 20110803 GOOD             WIDT
 DJ4431
 DJ4431                          STATION DESCRIPTION
 DJ4431
 DJ4431'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4431'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DJ4431'HIGHWAY P ABOUT 5 MI (8.0 KM) SOUTHEAST OF THE CITY OF OWEN, GO EAST
 DJ4431'ON COUNTY HIGHWAY N FOR 1.8 MI (2.9 KM) TO A BRIDGE OVER THE SOUTH
 DJ4431'FORK OF THE POPPLE RIVER AND THE STATION ON THE LEFT.  THE STATION IS
 DJ4431'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4431'CONTROL STATION DISK SET IN THE TOP OF THE NORTH END OF THE WEST
 DJ4431'ABUTMENT OF THE BRIDGE --B-10-86-87--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4431'PAVEMENT, 4.8 M (15.7 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DJ4431'HIGHWAY NORTH.  ---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4431
 DJ4431                          STATION RECOVERY (2011)
 DJ4431
 DJ4431'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4431'NOTE - - MONUMENT IS 1 M (3.3 FT) EAST OF A WITNESS PLAQUE SET ON A
 DJ4431'WOOD GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4430 ***********************************************************************
 DJ4430  DESIGNATION -  5F12
 DJ4430  PID         -  DJ4430
 DJ4430  STATE/COUNTY-  WI/CLARK
 DJ4430  COUNTRY     -  US
 DJ4430  USGS QUAD   -  CURTISS (2018)
 DJ4430
 DJ4430                         *CURRENT SURVEY CONTROL
 DJ4430  ______________________________________________________________________
 DJ4430* NAD 83(1986) POSITION- 44 54 02.39   (N) 090 25 57.25   (W)   HD_HELD1
 DJ4430* NAVD 88 ORTHO HEIGHT -   419.937 (meters)     1377.74  (feet) ADJUSTED
 DJ4430  ______________________________________________________________________
 DJ4430  GEOID HEIGHT    -        -32.638 (meters)                     GEOID18
 DJ4430  DYNAMIC HEIGHT  -        419.879 (meters)     1377.55  (feet) COMP
 DJ4430  MODELED GRAVITY -    980,466.4   (mgal)                       NAVD 88
 DJ4430
 DJ4430  VERT ORDER      -  SECOND    CLASS I
 DJ4430
 DJ4430.The horizontal coordinates were determined by differentially corrected
 DJ4430.hand held GPS observations or other comparable positioning techniques
 DJ4430.and have an estimated accuracy of +/- 3 meters.
 DJ4430
 DJ4430.The orthometric height was determined by differential leveling and
 DJ4430.adjusted by the WI DEPT OF TRANSP
 DJ4430.in May 2012.
 DJ4430
 DJ4430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4430.GEOID18 height accuracy estimate available here.
 DJ4430
 DJ4430.Click photographs - Photos may exist for this station.
 DJ4430
 DJ4430.The dynamic height is computed by dividing the NAVD 88
 DJ4430.geopotential number by the normal gravity value computed on the
 DJ4430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4430.degrees latitude (g = 980.6199 gals.).
 DJ4430
 DJ4430.The modeled gravity was interpolated from observed gravity values.
 DJ4430
 DJ4430;                    North         East    Units  Estimated Accuracy
 DJ4430;SPC WI C     -   118,691.4     565,836.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4430
 DJ4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0270275122(NAD 83)
 DJ4430
 DJ4430                          SUPERSEDED SURVEY CONTROL
 DJ4430
 DJ4430  NAVD 88 (07/08/08)  419.920  (m)         1377.69   (f) SUPERSEDED  2 1
 DJ4430
 DJ4430.Superseded values are not recommended for survey control.
 DJ4430
 DJ4430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4430.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4430
 DJ4430_MARKER: DD = SURVEY DISK
 DJ4430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4430_STAMPING: 5F12 2005
 DJ4430_MARK LOGO: WIDT
 DJ4430_PROJECTION: FLUSH
 DJ4430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4430+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 DJ4430
 DJ4430  HISTORY     - Date     Condition        Report By
 DJ4430  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4430  HISTORY     - 20060522 GOOD             WIDT
 DJ4430  HISTORY     - 20110803 GOOD             WIDT
 DJ4430
 DJ4430                          STATION DESCRIPTION
 DJ4430
 DJ4430'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4430'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E WITH COUNTY
 DJ4430'HIGHWAY N ABOUT 6 MI (9.7 KM) WEST OF THE CITY OF COLBY, GO EAST ON
 DJ4430'COUNTY HIGHWAY N FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4430'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4430'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4430'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4430'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.8 M (35.4
 DJ4430'FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY NORTH, 29 M (95.1 FT)
 DJ4430'SOUTHWEST OF A POWER POLE --A 30--, AND 1.0 M (3.3 FT) SOUTH,
 DJ4430'NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4430'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4430'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4430
 DJ4430                          STATION RECOVERY (2011)
 DJ4430
 DJ4430'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4430'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4428 ***********************************************************************
 DJ4428  DESIGNATION -  5F13
 DJ4428  PID         -  DJ4428
 DJ4428  STATE/COUNTY-  WI/CLARK
 DJ4428  COUNTRY     -  US
 DJ4428  USGS QUAD   -  ABBOTSFORD (2018)
 DJ4428
 DJ4428                         *CURRENT SURVEY CONTROL
 DJ4428  ______________________________________________________________________
 DJ4428* NAD 83(1986) POSITION- 44 54 13.98   (N) 090 21 20.76   (W)   HD_HELD1
 DJ4428* NAVD 88 ORTHO HEIGHT -   420.076 (meters)     1378.20  (feet) ADJUSTED
 DJ4428  ______________________________________________________________________
 DJ4428  GEOID HEIGHT    -        -32.851 (meters)                     GEOID18
 DJ4428  DYNAMIC HEIGHT  -        420.017 (meters)     1378.01  (feet) COMP
 DJ4428  MODELED GRAVITY -    980,463.1   (mgal)                       NAVD 88
 DJ4428
 DJ4428  VERT ORDER      -  SECOND    CLASS I
 DJ4428
 DJ4428.The horizontal coordinates were determined by differentially corrected
 DJ4428.hand held GPS observations or other comparable positioning techniques
 DJ4428.and have an estimated accuracy of +/- 3 meters.
 DJ4428
 DJ4428.The orthometric height was determined by differential leveling and
 DJ4428.adjusted by the WI DEPT OF TRANSP
 DJ4428.in May 2012.
 DJ4428
 DJ4428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4428.GEOID18 height accuracy estimate available here.
 DJ4428
 DJ4428.Click photographs - Photos may exist for this station.
 DJ4428
 DJ4428.The dynamic height is computed by dividing the NAVD 88
 DJ4428.geopotential number by the normal gravity value computed on the
 DJ4428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4428.degrees latitude (g = 980.6199 gals.).
 DJ4428
 DJ4428.The modeled gravity was interpolated from observed gravity values.
 DJ4428
 DJ4428;                    North         East    Units  Estimated Accuracy
 DJ4428;SPC WI C     -   119,019.8     571,903.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4428
 DJ4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0875475674(NAD 83)
 DJ4428
 DJ4428                          SUPERSEDED SURVEY CONTROL
 DJ4428
 DJ4428  NAVD 88 (07/08/08)  420.059  (m)         1378.14   (f) SUPERSEDED  2 1
 DJ4428
 DJ4428.Superseded values are not recommended for survey control.
 DJ4428
 DJ4428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4428.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4428
 DJ4428_MARKER: DD = SURVEY DISK
 DJ4428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4428_STAMPING: 5F13 2005
 DJ4428_MARK LOGO: WIDT
 DJ4428_PROJECTION: FLUSH
 DJ4428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4428+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 DJ4428
 DJ4428  HISTORY     - Date     Condition        Report By
 DJ4428  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4428  HISTORY     - 20060519 GOOD             WIDT
 DJ4428  HISTORY     - 20110803 GOOD             WIDT
 DJ4428
 DJ4428                          STATION DESCRIPTION
 DJ4428
 DJ4428'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4428'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (DIVISION
 DJ4428'STREET) WITH COUNTY HIGHWAY N WEST (SPENCE STREET) IN THE CITY OF
 DJ4428'COLBY, GO WEST ON COUNTY HIGHWAY N (SPENCE STREET) FOR 2.15 MI (3.5
 DJ4428'KM) TO BADGER AVENUE, TURN RIGHT AND GO NORTH ON BADGER AVENUE FOR 0.1
 DJ4428'MI (0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4428'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4428'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4428'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE
 DJ4428'ROAD PAVEMENT.  THE STATION IS 8.9 M (29.2 FT) WEST OF THE CENTERLINE
 DJ4428'OF BADGER AVENUE, 47.9 M (157.2 FT) SOUTHWEST OF A POWER POLE, 32.3 M
 DJ4428'(106.0 FT) NORTHWEST OF A POWER POLE, --101--, AND 1.0 M (3.3 FT)
 DJ4428'WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4428'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4428'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT THE REFERENCED POWER POLE AND
 DJ4428'POWER LINES TO THE EAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DJ4428
 DJ4428                          STATION RECOVERY (2011)
 DJ4428
 DJ4428'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4428'NOTE - - MONUMENT IS 4.4 M (14.5 FT) EAST OF A FENCE CORNER
 DJ4428'(SOUTH-WEST).
 DJ4428'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4895 ***********************************************************************
 DJ4895  DESIGNATION -  5F14
 DJ4895  PID         -  DJ4895
 DJ4895  STATE/COUNTY-  WI/CLARK
 DJ4895  COUNTRY     -  US
 DJ4895  USGS QUAD   -  ABBOTSFORD (2018)
 DJ4895
 DJ4895                         *CURRENT SURVEY CONTROL
 DJ4895  ______________________________________________________________________
 DJ4895* NAD 83(1986) POSITION- 44 54 28.27   (N) 090 20 09.70   (W)   HD_HELD1
 DJ4895* NAVD 88 ORTHO HEIGHT -   406.346 (meters)     1333.15  (feet) ADJUSTED
 DJ4895  ______________________________________________________________________
 DJ4895  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 DJ4895  DYNAMIC HEIGHT  -        406.288 (meters)     1332.96  (feet) COMP
 DJ4895  MODELED GRAVITY -    980,463.1   (mgal)                       NAVD 88
 DJ4895
 DJ4895  VERT ORDER      -  SECOND    CLASS I
 DJ4895
 DJ4895.The horizontal coordinates were determined by differentially corrected
 DJ4895.hand held GPS observations or other comparable positioning techniques
 DJ4895.and have an estimated accuracy of +/- 3 meters.
 DJ4895
 DJ4895.The orthometric height was determined by differential leveling and
 DJ4895.adjusted by the WI DEPT OF TRANSP
 DJ4895.in May 2012.
 DJ4895
 DJ4895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4895.GEOID18 height accuracy estimate available here.
 DJ4895
 DJ4895.Click photographs - Photos may exist for this station.
 DJ4895
 DJ4895.The dynamic height is computed by dividing the NAVD 88
 DJ4895.geopotential number by the normal gravity value computed on the
 DJ4895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4895.degrees latitude (g = 980.6199 gals.).
 DJ4895
 DJ4895.The modeled gravity was interpolated from observed gravity values.
 DJ4895
 DJ4895;                    North         East    Units  Estimated Accuracy
 DJ4895;SPC WI C     -   119,454.2     573,464.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4895
 DJ4895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1029876166(NAD 83)
 DJ4895
 DJ4895                          SUPERSEDED SURVEY CONTROL
 DJ4895
 DJ4895  NAVD 88 (07/08/08)  406.328  (m)         1333.09   (f) SUPERSEDED  2 1
 DJ4895
 DJ4895.Superseded values are not recommended for survey control.
 DJ4895
 DJ4895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4895.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4895
 DJ4895_MARKER: DD = SURVEY DISK
 DJ4895_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4895_SP_SET: BRIDGE PARAPET WALL
 DJ4895_STAMPING: 5F14 2005
 DJ4895_MARK LOGO: WIDT
 DJ4895_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4895+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 DJ4895
 DJ4895  HISTORY     - Date     Condition        Report By
 DJ4895  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4895  HISTORY     - 20060519 GOOD             WIDT
 DJ4895  HISTORY     - 20110803 GOOD             WIDT
 DJ4895
 DJ4895                          STATION DESCRIPTION
 DJ4895
 DJ4895'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4895'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (DIVISION
 DJ4895'STREET) WITH COUNTY HIGHWAY N WEST (SPENCE STREET) IN THE CITY OF
 DJ4895'COLBY, GO WEST ON COUNTY HIGHWAY N (SPENCE STREET) FOR 1.0 MI (1.6 KM)
 DJ4895'TO A BRIDGE OVER DILL CREEK AND THE STATION ON THE RIGHT.
 DJ4895'
 DJ4895'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4895'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4895'END OF THE NORTHWEST PARAPET WALL OF THE BRIDGE --B 10-35-73--, ABOUT
 DJ4895'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT,
 DJ4895'
 DJ4895'6.6 M (21.7 FT) NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY NORTH.
 DJ4895'
 DJ4895'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4895'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4895
 DJ4895                          STATION RECOVERY (2011)
 DJ4895
 DJ4895'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4895'
 DJ4895'NOTE - - MONUMENT IS 2 M(6.5 FT)SOUTHWEST OF A WITNESS PLAQUE SET ON A
 DJ4895'WOOD GUARDRAIL POST.
 DJ4895'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4894 ***********************************************************************
 DJ4894  DESIGNATION -  5F15
 DJ4894  PID         -  DJ4894
 DJ4894  STATE/COUNTY-  WI/MARATHON
 DJ4894  COUNTRY     -  US
 DJ4894  USGS QUAD   -  ABBOTSFORD (2018)
 DJ4894
 DJ4894                         *CURRENT SURVEY CONTROL
 DJ4894  ______________________________________________________________________
 DJ4894* NAD 83(1986) POSITION- 44 54 08.34   (N) 090 18 40.79   (W)   HD_HELD1
 DJ4894* NAVD 88 ORTHO HEIGHT -   405.666 (meters)     1330.92  (feet) ADJUSTED
 DJ4894  ______________________________________________________________________
 DJ4894  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 DJ4894  DYNAMIC HEIGHT  -        405.608 (meters)     1330.73  (feet) COMP
 DJ4894  MODELED GRAVITY -    980,462.4   (mgal)                       NAVD 88
 DJ4894
 DJ4894  VERT ORDER      -  SECOND    CLASS I
 DJ4894
 DJ4894.The horizontal coordinates were determined by differentially corrected
 DJ4894.hand held GPS observations or other comparable positioning techniques
 DJ4894.and have an estimated accuracy of +/- 3 meters.
 DJ4894
 DJ4894.The orthometric height was determined by differential leveling and
 DJ4894.adjusted by the WI DEPT OF TRANSP
 DJ4894.in May 2012.
 DJ4894
 DJ4894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4894.GEOID18 height accuracy estimate available here.
 DJ4894
 DJ4894.Click photographs - Photos may exist for this station.
 DJ4894
 DJ4894.The dynamic height is computed by dividing the NAVD 88
 DJ4894.geopotential number by the normal gravity value computed on the
 DJ4894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4894.degrees latitude (g = 980.6199 gals.).
 DJ4894
 DJ4894.The modeled gravity was interpolated from observed gravity values.
 DJ4894
 DJ4894;                    North         East    Units  Estimated Accuracy
 DJ4894;SPC WI C     -   118,831.3     575,412.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4894
 DJ4894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1226875616(NAD 83)
 DJ4894
 DJ4894                          SUPERSEDED SURVEY CONTROL
 DJ4894
 DJ4894  NAVD 88 (07/08/08)  405.649  (m)         1330.87   (f) SUPERSEDED  2 1
 DJ4894
 DJ4894.Superseded values are not recommended for survey control.
 DJ4894
 DJ4894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4894.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4894
 DJ4894_MARKER: DD = SURVEY DISK
 DJ4894_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4894_SP_SET: BRIDGE WINGWALL
 DJ4894_STAMPING: 5F15 2005
 DJ4894_MARK LOGO: WIDT
 DJ4894_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4894+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2011
 DJ4894
 DJ4894  HISTORY     - Date     Condition        Report By
 DJ4894  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4894  HISTORY     - 20060619 GOOD             WIDT
 DJ4894  HISTORY     - 20110713 GOOD             WIDT
 DJ4894
 DJ4894                          STATION DESCRIPTION
 DJ4894
 DJ4894'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4894'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (DIVISION
 DJ4894'STREET) WITH COUNTY HIGHWAY N EAST (MONROE STREET) IN THE CITY OF
 DJ4894'COLBY, GO EAST ON COUNTY HIGHWAY N EAST (MONROE STREET) FOR 0.15 MI
 DJ4894'(0.2 KM) TO THE BRIDGE OVER ELM BROOK AND THE STATION ON THE RIGHT.
 DJ4894'
 DJ4894'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4894'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHEAST
 DJ4894'WING WALL OF THE BRIDGE --B-37-227-86--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4894'PAVEMENT,
 DJ4894'
 DJ4894'8.0 M (26.2 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY NORTH.
 DJ4894'
 DJ4894'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4894'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4894
 DJ4894                          STATION RECOVERY (2011)
 DJ4894
 DJ4894'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4894'MONUMENT IS .3 M (1 FT) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4426 ***********************************************************************
 DJ4426  DESIGNATION -  5F46
 DJ4426  PID         -  DJ4426
 DJ4426  STATE/COUNTY-  WI/MARATHON
 DJ4426  COUNTRY     -  US
 DJ4426  USGS QUAD   -  MILAN (2018)
 DJ4426
 DJ4426                         *CURRENT SURVEY CONTROL
 DJ4426  ______________________________________________________________________
 DJ4426* NAD 83(1986) POSITION- 44 54 08.24   (N) 090 14 46.89   (W)   HD_HELD1
 DJ4426* NAVD 88 ORTHO HEIGHT -   428.479 (meters)     1405.77  (feet) ADJUSTED
 DJ4426  ______________________________________________________________________
 DJ4426  GEOID HEIGHT    -        -33.116 (meters)                     GEOID18
 DJ4426  DYNAMIC HEIGHT  -        428.419 (meters)     1405.57  (feet) COMP
 DJ4426  MODELED GRAVITY -    980,465.7   (mgal)                       NAVD 88
 DJ4426
 DJ4426  VERT ORDER      -  SECOND    CLASS I
 DJ4426
 DJ4426.The horizontal coordinates were determined by differentially corrected
 DJ4426.hand held GPS observations or other comparable positioning techniques
 DJ4426.and have an estimated accuracy of +/- 3 meters.
 DJ4426
 DJ4426.The orthometric height was determined by differential leveling and
 DJ4426.adjusted by the WI DEPT OF TRANSP
 DJ4426.in May 2012.
 DJ4426
 DJ4426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4426.GEOID18 height accuracy estimate available here.
 DJ4426
 DJ4426.Click photographs - Photos may exist for this station.
 DJ4426
 DJ4426.The dynamic height is computed by dividing the NAVD 88
 DJ4426.geopotential number by the normal gravity value computed on the
 DJ4426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4426.degrees latitude (g = 980.6199 gals.).
 DJ4426
 DJ4426.The modeled gravity was interpolated from observed gravity values.
 DJ4426
 DJ4426;                    North         East    Units  Estimated Accuracy
 DJ4426;SPC WI C     -   118,810.5     580,543.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4426
 DJ4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1739875785(NAD 83)
 DJ4426
 DJ4426                          SUPERSEDED SURVEY CONTROL
 DJ4426
 DJ4426  NAVD 88 (07/08/08)  428.462  (m)         1405.71   (f) SUPERSEDED  2 1
 DJ4426
 DJ4426.Superseded values are not recommended for survey control.
 DJ4426
 DJ4426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4426.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4426
 DJ4426_MARKER: DD = SURVEY DISK
 DJ4426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4426_STAMPING: 5F46 2005
 DJ4426_MARK LOGO: WIDT
 DJ4426_PROJECTION: FLUSH
 DJ4426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4426+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2011
 DJ4426
 DJ4426  HISTORY     - Date     Condition        Report By
 DJ4426  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4426  HISTORY     - 20060518 GOOD             WIDT
 DJ4426  HISTORY     - 20110713 GOOD             WIDT
 DJ4426
 DJ4426                          STATION DESCRIPTION
 DJ4426
 DJ4426'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4426'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DJ4426'HIGHWAY F TO THE SOUTH ABOUT 5 MI (8.0 KM) EAST OF THE CITY OF COLBY,
 DJ4426'GO WEST ON COUNTY HIGHWAY N FOR 1.0 MI (1.6 KM) TO ELM ROAD, CONTINUE
 DJ4426'WEST ON COUNTY HIGHWAY N FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 DJ4426'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4426'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4426'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4426'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4426'13.1 M (43.0 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY NORTH, 41.6
 DJ4426'M (136.5 FT) NORTHWEST OF A POWER POLE --9021MM56--, 1.0 M (3.3 FT)
 DJ4426'EAST AND WEST OF A WHITE PLASTIC WITNESS POST, AND 0.3 M (1.0 FT)
 DJ4426'SOUTH OF A BARBED WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4426'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4426
 DJ4426                          STATION RECOVERY (2011)
 DJ4426
 DJ4426'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4889 ***********************************************************************
 DJ4889  DESIGNATION -  5F47
 DJ4889  PID         -  DJ4889
 DJ4889  STATE/COUNTY-  WI/MARATHON
 DJ4889  COUNTRY     -  US
 DJ4889  USGS QUAD   -  MILAN (2018)
 DJ4889
 DJ4889                         *CURRENT SURVEY CONTROL
 DJ4889  ______________________________________________________________________
 DJ4889* NAD 83(1986) POSITION- 44 54 06.75   (N) 090 12 49.06   (W)   HD_HELD1
 DJ4889* NAVD 88 ORTHO HEIGHT -   387.291 (meters)     1270.64  (feet) ADJUSTED
 DJ4889  ______________________________________________________________________
 DJ4889  GEOID HEIGHT    -        -33.192 (meters)                     GEOID18
 DJ4889  DYNAMIC HEIGHT  -        387.237 (meters)     1270.46  (feet) COMP
 DJ4889  MODELED GRAVITY -    980,468.9   (mgal)                       NAVD 88
 DJ4889
 DJ4889  VERT ORDER      -  SECOND    CLASS I
 DJ4889
 DJ4889.The horizontal coordinates were determined by differentially corrected
 DJ4889.hand held GPS observations or other comparable positioning techniques
 DJ4889.and have an estimated accuracy of +/- 3 meters.
 DJ4889
 DJ4889.The orthometric height was determined by differential leveling and
 DJ4889.adjusted by the WI DEPT OF TRANSP
 DJ4889.in May 2012.
 DJ4889
 DJ4889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4889.GEOID18 height accuracy estimate available here.
 DJ4889
 DJ4889.Click photographs - Photos may exist for this station.
 DJ4889
 DJ4889.The dynamic height is computed by dividing the NAVD 88
 DJ4889.geopotential number by the normal gravity value computed on the
 DJ4889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4889.degrees latitude (g = 980.6199 gals.).
 DJ4889
 DJ4889.The modeled gravity was interpolated from observed gravity values.
 DJ4889
 DJ4889;                    North         East    Units  Estimated Accuracy
 DJ4889;SPC WI C     -   118,757.2     583,128.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4889
 DJ4889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1998375827(NAD 83)
 DJ4889
 DJ4889                          SUPERSEDED SURVEY CONTROL
 DJ4889
 DJ4889  NAVD 88 (07/08/08)  387.273  (m)         1270.58   (f) SUPERSEDED  2 1
 DJ4889
 DJ4889.Superseded values are not recommended for survey control.
 DJ4889
 DJ4889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4889.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4889
 DJ4889_MARKER: DD = SURVEY DISK
 DJ4889_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4889_SP_SET: BRIDGE WINGWALL
 DJ4889_STAMPING: 5F47 2005
 DJ4889_MARK LOGO: WIDT
 DJ4889_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4889+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2011
 DJ4889
 DJ4889  HISTORY     - Date     Condition        Report By
 DJ4889  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4889  HISTORY     - 20060608 GOOD             WIDT
 DJ4889  HISTORY     - 20110713 GOOD             WIDT
 DJ4889
 DJ4889                          STATION DESCRIPTION
 DJ4889
 DJ4889'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4889'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DJ4889'HIGHWAY F SOUTH ABOUT 5 MI (8.0 KM) EAST OF THE CITY OF COLBY, GO EAST
 DJ4889'ON COUNTY HIGHWAY N FOR 0.2 MI (0.3 KM) TO A BRIDGE OVER THE BIG EAU
 DJ4889'PLEINE RIVER AND THE STATION ON THE RIGHT.
 DJ4889'
 DJ4889'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4889'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHWEST
 DJ4889'WING WALL OF THE BRIDGE --B-37-83-60--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4889'PAVEMENT,
 DJ4889'
 DJ4889'4.7 M (15.4 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY NORTH.
 DJ4889'
 DJ4889'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4889
 DJ4889                          STATION RECOVERY (2011)
 DJ4889
 DJ4889'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4889'
 DJ4889'STATION IS 0.3 M (1.0 FT) EAST OF A WITNESS PLAQUE SET ON A WOOD
 DJ4889'GUARDRAIL POST.
 DJ4889'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4420 ***********************************************************************
 DJ4420  DESIGNATION -  5F48
 DJ4420  PID         -  DJ4420
 DJ4420  STATE/COUNTY-  WI/MARATHON
 DJ4420  COUNTRY     -  US
 DJ4420  USGS QUAD   -  MILAN (2018)
 DJ4420
 DJ4420                         *CURRENT SURVEY CONTROL
 DJ4420  ______________________________________________________________________
 DJ4420* NAD 83(1986) POSITION- 44 54 06.76   (N) 090 08 48.03   (W)   HD_HELD1
 DJ4420* NAVD 88 ORTHO HEIGHT -   412.361 (meters)     1352.89  (feet) ADJUSTED
 DJ4420  ______________________________________________________________________
 DJ4420  GEOID HEIGHT    -        -33.356 (meters)                     GEOID18
 DJ4420  DYNAMIC HEIGHT  -        412.306 (meters)     1352.71  (feet) COMP
 DJ4420  MODELED GRAVITY -    980,470.8   (mgal)                       NAVD 88
 DJ4420
 DJ4420  VERT ORDER      -  SECOND    CLASS I
 DJ4420
 DJ4420.The horizontal coordinates were determined by differentially corrected
 DJ4420.hand held GPS observations or other comparable positioning techniques
 DJ4420.and have an estimated accuracy of +/- 3 meters.
 DJ4420
 DJ4420.The orthometric height was determined by differential leveling and
 DJ4420.adjusted by the WI DEPT OF TRANSP
 DJ4420.in May 2012.
 DJ4420
 DJ4420.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4420.GEOID18 height accuracy estimate available here.
 DJ4420
 DJ4420.Click photographs - Photos may exist for this station.
 DJ4420
 DJ4420.The dynamic height is computed by dividing the NAVD 88
 DJ4420.geopotential number by the normal gravity value computed on the
 DJ4420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4420.degrees latitude (g = 980.6199 gals.).
 DJ4420
 DJ4420.The modeled gravity was interpolated from observed gravity values.
 DJ4420
 DJ4420;                    North         East    Units  Estimated Accuracy
 DJ4420;SPC WI C     -   118,745.8     588,416.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4420
 DJ4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2526976011(NAD 83)
 DJ4420
 DJ4420                          SUPERSEDED SURVEY CONTROL
 DJ4420
 DJ4420  NAVD 88 (07/08/08)  412.344  (m)         1352.83   (f) SUPERSEDED  2 1
 DJ4420
 DJ4420.Superseded values are not recommended for survey control.
 DJ4420
 DJ4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4420.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4420
 DJ4420_MARKER: DD = SURVEY DISK
 DJ4420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4420_STAMPING: 5F48 2005
 DJ4420_MARK LOGO: WIDT
 DJ4420_PROJECTION: FLUSH
 DJ4420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4420+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2011
 DJ4420
 DJ4420  HISTORY     - Date     Condition        Report By
 DJ4420  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4420  HISTORY     - 20060627 GOOD             WIDT
 DJ4420  HISTORY     - 20110713 GOOD             WIDT
 DJ4420
 DJ4420                          STATION DESCRIPTION
 DJ4420
 DJ4420'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4420'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 WITH COUNTY
 DJ4420'HIGHWAY N ABOUT 7 MI (11.3 KM) NORTH OF THE VILLAGE OF STRATFORD, GO
 DJ4420'WEST ON COUNTY HIGHWAY N FOR 3.0 MI (4.8 KM) TO COUNTY HIGHWAY EAST,
 DJ4420'CONTINUE WEST ON COUNTY HIGHWAY N FOR 0.3 MI (0.5 KM) TO THE STATION
 DJ4420'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4420'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4420'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4420'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4420'IS 10.9 M (35.8 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY NORTH,
 DJ4420'32.4 M (106.3 FT) SOUTHEAST OF A POWER POLE --9023TT50--, 2.0 M (6.6
 DJ4420'FT) NORTHEAST OF A TELEPHONE PEDESTAL, AND 1.0 M (3.3 FT) SOUTH,
 DJ4420'NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4420'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4420'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4420
 DJ4420                          STATION RECOVERY (2011)
 DJ4420
 DJ4420'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4420'STATION IS 0.3 MILES EAST OF COUNTY ROAD E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4888 ***********************************************************************
 DJ4888  DESIGNATION -  5F49
 DJ4888  PID         -  DJ4888
 DJ4888  STATE/COUNTY-  WI/MARATHON
 DJ4888  COUNTRY     -  US
 DJ4888  USGS QUAD   -  WIEN (2018)
 DJ4888
 DJ4888                         *CURRENT SURVEY CONTROL
 DJ4888  ______________________________________________________________________
 DJ4888* NAD 83(1986) POSITION- 44 54 06.41   (N) 090 06 09.79   (W)   HD_HELD1
 DJ4888* NAVD 88 ORTHO HEIGHT -   390.351 (meters)     1280.68  (feet) ADJUSTED
 DJ4888  ______________________________________________________________________
 DJ4888  GEOID HEIGHT    -        -33.488 (meters)                     GEOID18
 DJ4888  DYNAMIC HEIGHT  -        390.298 (meters)     1280.50  (feet) COMP
 DJ4888  MODELED GRAVITY -    980,467.9   (mgal)                       NAVD 88
 DJ4888
 DJ4888  VERT ORDER      -  SECOND    CLASS I
 DJ4888
 DJ4888.The horizontal coordinates were determined by differentially corrected
 DJ4888.hand held GPS observations or other comparable positioning techniques
 DJ4888.and have an estimated accuracy of +/- 3 meters.
 DJ4888
 DJ4888.The orthometric height was determined by differential leveling and
 DJ4888.adjusted by the WI DEPT OF TRANSP
 DJ4888.in May 2012.
 DJ4888
 DJ4888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4888.GEOID18 height accuracy estimate available here.
 DJ4888
 DJ4888.Click photographs - Photos may exist for this station.
 DJ4888
 DJ4888.The dynamic height is computed by dividing the NAVD 88
 DJ4888.geopotential number by the normal gravity value computed on the
 DJ4888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4888.degrees latitude (g = 980.6199 gals.).
 DJ4888
 DJ4888.The modeled gravity was interpolated from observed gravity values.
 DJ4888
 DJ4888;                    North         East    Units  Estimated Accuracy
 DJ4888;SPC WI C     -   118,729.7     591,887.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4888
 DJ4888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2874076123(NAD 83)
 DJ4888
 DJ4888                          SUPERSEDED SURVEY CONTROL
 DJ4888
 DJ4888  NAVD 88 (07/08/08)  390.334  (m)         1280.62   (f) SUPERSEDED  2 1
 DJ4888
 DJ4888.Superseded values are not recommended for survey control.
 DJ4888
 DJ4888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4888.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4888
 DJ4888_MARKER: DD = SURVEY DISK
 DJ4888_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4888_SP_SET: BRIDGE WINGWALL
 DJ4888_STAMPING: 5F49 2005
 DJ4888_MARK LOGO: WIDT
 DJ4888_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4888+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2011
 DJ4888
 DJ4888  HISTORY     - Date     Condition        Report By
 DJ4888  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4888  HISTORY     - 20060516 GOOD             WIDT
 DJ4888  HISTORY     - 20110712 GOOD             WIDT
 DJ4888
 DJ4888                          STATION DESCRIPTION
 DJ4888
 DJ4888'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4888'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 WITH COUNTY
 DJ4888'HIGHWAY N ABOUT 7 MI (11.3 KM) NORTH OF THE VILLAGE OF STRATFORD, GO
 DJ4888'WEST ON COUNTY HIGHWAY N FOR 1.0 MI (1.6 KM) TO BUTTERNUT ROAD,
 DJ4888'CONTINUE WEST ON COUNTY HIGHWAY N FOR 0.2 MI (0.3 KM) TO A BRIDGE OVER
 DJ4888'HAMANN CREEK AND THE STATION ON THE LEFT.
 DJ4888'
 DJ4888'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4888'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHWEST
 DJ4888'WING WALL OF THE BRIDGE --B-37-12-52--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4888'PAVEMENT,
 DJ4888'
 DJ4888'4.6 M (15.1 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY NORTH.
 DJ4888'
 DJ4888'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4888
 DJ4888                          STATION RECOVERY (2011)
 DJ4888
 DJ4888'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4888'STATION IS 1.5 M (5.0 FT) EAST OF A WITNESS PLAQUE SET ON A TREATED
 DJ4888'WOOD GUARDRAIL POST.
 DJ4888'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4419 ***********************************************************************
 DJ4419  DESIGNATION -  5F50
 DJ4419  PID         -  DJ4419
 DJ4419  STATE/COUNTY-  WI/MARATHON
 DJ4419  COUNTRY     -  US
 DJ4419  USGS QUAD   -  WIEN (2018)
 DJ4419
 DJ4419                         *CURRENT SURVEY CONTROL
 DJ4419  ______________________________________________________________________
 DJ4419* NAD 83(1986) POSITION- 44 54 06.66   (N) 090 03 52.93   (W)   HD_HELD1
 DJ4419* NAVD 88 ORTHO HEIGHT -   433.355 (meters)     1421.77  (feet) ADJUSTED
 DJ4419  ______________________________________________________________________
 DJ4419  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 DJ4419  DYNAMIC HEIGHT  -        433.294 (meters)     1421.57  (feet) COMP
 DJ4419  MODELED GRAVITY -    980,465.0   (mgal)                       NAVD 88
 DJ4419
 DJ4419  VERT ORDER      -  SECOND    CLASS I
 DJ4419
 DJ4419.The horizontal coordinates were determined by differentially corrected
 DJ4419.hand held GPS observations or other comparable positioning techniques
 DJ4419.and have an estimated accuracy of +/- 3 meters.
 DJ4419
 DJ4419.The orthometric height was determined by differential leveling and
 DJ4419.adjusted by the WI DEPT OF TRANSP
 DJ4419.in May 2012.
 DJ4419
 DJ4419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4419.GEOID18 height accuracy estimate available here.
 DJ4419
 DJ4419.Click photographs - Photos may exist for this station.
 DJ4419
 DJ4419.The dynamic height is computed by dividing the NAVD 88
 DJ4419.geopotential number by the normal gravity value computed on the
 DJ4419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4419.degrees latitude (g = 980.6199 gals.).
 DJ4419
 DJ4419.The modeled gravity was interpolated from observed gravity values.
 DJ4419
 DJ4419;                    North         East    Units  Estimated Accuracy
 DJ4419;SPC WI C     -   118,734.3     594,890.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4419
 DJ4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3174176239(NAD 83)
 DJ4419
 DJ4419                          SUPERSEDED SURVEY CONTROL
 DJ4419
 DJ4419  NAVD 88 (07/08/08)  433.337  (m)         1421.71   (f) SUPERSEDED  2 1
 DJ4419
 DJ4419.Superseded values are not recommended for survey control.
 DJ4419
 DJ4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4419.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4419
 DJ4419_MARKER: DD = SURVEY DISK
 DJ4419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4419_STAMPING: 5F50 2005
 DJ4419_MARK LOGO: WIDT
 DJ4419_PROJECTION: FLUSH
 DJ4419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4419+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2011
 DJ4419
 DJ4419  HISTORY     - Date     Condition        Report By
 DJ4419  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4419  HISTORY     - 20060515 GOOD             WIDT
 DJ4419  HISTORY     - 20110712 GOOD             WIDT
 DJ4419
 DJ4419                          STATION DESCRIPTION
 DJ4419
 DJ4419'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4419'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 WITH COUNTY
 DJ4419'HIGHWAY N ABOUT 7 MI (11.3 KM) NORTH OF THE VILLAGE OF STRATFORD, GO
 DJ4419'EAST ON COUNTY HIGHWAY N FOR 0.65 MI (1.0 KM) TO PIONEER DRIVE AND THE
 DJ4419'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4419'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4419'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4419'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4419'IS 11.5 M (37.7 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY NORTH,
 DJ4419'30.6 M (100.4 FT) EAST OF A WOOD POST FOR A --STOP-- SIGN, 16 M (52.5
 DJ4419'FT) EAST OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE --W1090--, 1.0 M
 DJ4419'(3.3 FT) EAST AND WEST OF A WHITE PLASTIC WITNESS POST, AND 0.6 M (2.0
 DJ4419'FT) NORTH OF A WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4419'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4419
 DJ4419                          STATION RECOVERY (2011)
 DJ4419
 DJ4419'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4417 ***********************************************************************
 DJ4417  DESIGNATION -  5F51
 DJ4417  PID         -  DJ4417
 DJ4417  STATE/COUNTY-  WI/MARATHON
 DJ4417  COUNTRY     -  US
 DJ4417  USGS QUAD   -  EDGAR (2018)
 DJ4417
 DJ4417                         *CURRENT SURVEY CONTROL
 DJ4417  ______________________________________________________________________
 DJ4417* NAD 83(1986) POSITION- 44 54 06.84   (N) 089 59 21.69   (W)   HD_HELD1
 DJ4417* NAVD 88 ORTHO HEIGHT -   400.291 (meters)     1313.29  (feet) ADJUSTED
 DJ4417  ______________________________________________________________________
 DJ4417  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 DJ4417  DYNAMIC HEIGHT  -        400.231 (meters)     1313.09  (feet) COMP
 DJ4417  MODELED GRAVITY -    980,456.0   (mgal)                       NAVD 88
 DJ4417
 DJ4417  VERT ORDER      -  SECOND    CLASS I
 DJ4417
 DJ4417.The horizontal coordinates were determined by differentially corrected
 DJ4417.hand held GPS observations or other comparable positioning techniques
 DJ4417.and have an estimated accuracy of +/- 3 meters.
 DJ4417
 DJ4417.The orthometric height was determined by differential leveling and
 DJ4417.adjusted by the WI DEPT OF TRANSP
 DJ4417.in May 2012.
 DJ4417
 DJ4417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4417.GEOID18 height accuracy estimate available here.
 DJ4417
 DJ4417.Click photographs - Photos may exist for this station.
 DJ4417
 DJ4417.The dynamic height is computed by dividing the NAVD 88
 DJ4417.geopotential number by the normal gravity value computed on the
 DJ4417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4417.degrees latitude (g = 980.6199 gals.).
 DJ4417
 DJ4417.The modeled gravity was interpolated from observed gravity values.
 DJ4417
 DJ4417;                    North         East    Units  Estimated Accuracy
 DJ4417;SPC WI C     -   118,737.9     600,840.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4417
 DJ4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6399076400(NAD 83)
 DJ4417
 DJ4417                          SUPERSEDED SURVEY CONTROL
 DJ4417
 DJ4417  NAVD 88 (07/08/08)  400.273  (m)         1313.23   (f) SUPERSEDED  2 1
 DJ4417
 DJ4417.Superseded values are not recommended for survey control.
 DJ4417
 DJ4417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4417.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4417
 DJ4417_MARKER: DD = SURVEY DISK
 DJ4417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4417_STAMPING: 5F51 2005
 DJ4417_MARK LOGO: WIDT
 DJ4417_PROJECTION: FLUSH
 DJ4417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4417+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2011
 DJ4417
 DJ4417  HISTORY     - Date     Condition        Report By
 DJ4417  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4417  HISTORY     - 20060510 GOOD             WIDT
 DJ4417  HISTORY     - 20110712 GOOD             WIDT
 DJ4417
 DJ4417                          STATION DESCRIPTION
 DJ4417
 DJ4417'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4417'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4417'HIGHWAY N ABOUT 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF EDGAR, GO WEST
 DJ4417'ON COUNTY HIGHWAY N FOR 1.0 MI (1.6 KM) TO ASPEN DRIVE, CONTINUE WEST
 DJ4417'ON COUNTY HIGHWAY N FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DJ4417'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4417'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4417'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4417'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4417'12.8 M (42.0 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY NORTH, 51.9
 DJ4417'M (170.3 FT) EAST OF A TELEPHONE PEDESTAL --1945--, 29.1 M (95.5 FT)
 DJ4417'EAST OF A FIBER OPTIC CABLE HOUSING --14749--, AND 1.0 M (3.3 FT)
 DJ4417'NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4417'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4417'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4417
 DJ4417                          STATION RECOVERY (2011)
 DJ4417
 DJ4417'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4417'
 DJ4417'CORRECT DESCRIPTION - - THE STATION IS 12.8 M (42.0 FT) NORTH OF THE
 DJ4417'CENTERLINE OF HIGHWAY N  (REPLACE   NORTH -),   .
 DJ4417'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4400 ***********************************************************************
 DJ4400  DESIGNATION -  5F52
 DJ4400  PID         -  DJ4400
 DJ4400  STATE/COUNTY-  WI/WOOD
 DJ4400  COUNTRY     -  US
 DJ4400  USGS QUAD   -  MARSHFIELD (2018)
 DJ4400
 DJ4400                         *CURRENT SURVEY CONTROL
 DJ4400  ______________________________________________________________________
 DJ4400* NAD 83(1986) POSITION- 44 39 17.77   (N) 090 08 10.71   (W)   HD_HELD1
 DJ4400* NAVD 88 ORTHO HEIGHT -   385.019 (meters)     1263.18  (feet) ADJUSTED
 DJ4400  ______________________________________________________________________
 DJ4400  GEOID HEIGHT    -        -34.114 (meters)                     GEOID18
 DJ4400  DYNAMIC HEIGHT  -        384.955 (meters)     1262.97  (feet) COMP
 DJ4400  MODELED GRAVITY -    980,441.0   (mgal)                       NAVD 88
 DJ4400
 DJ4400  VERT ORDER      -  SECOND    CLASS I
 DJ4400
 DJ4400.The horizontal coordinates were determined by differentially corrected
 DJ4400.hand held GPS observations or other comparable positioning techniques
 DJ4400.and have an estimated accuracy of +/- 3 meters.
 DJ4400
 DJ4400.The orthometric height was determined by differential leveling and
 DJ4400.adjusted by the WI DEPT OF TRANSP
 DJ4400.in May 2012.
 DJ4400
 DJ4400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4400.GEOID18 height accuracy estimate available here.
 DJ4400
 DJ4400.Click photographs - Photos may exist for this station.
 DJ4400
 DJ4400.The dynamic height is computed by dividing the NAVD 88
 DJ4400.geopotential number by the normal gravity value computed on the
 DJ4400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4400.degrees latitude (g = 980.6199 gals.).
 DJ4400
 DJ4400.The modeled gravity was interpolated from observed gravity values.
 DJ4400
 DJ4400;                    North         East    Units  Estimated Accuracy
 DJ4400;SPC WI C     -    91,304.0     589,188.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4400
 DJ4400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2705448609(NAD 83)
 DJ4400
 DJ4400                          SUPERSEDED SURVEY CONTROL
 DJ4400
 DJ4400  NAVD 88 (07/08/08)  385.002  (m)         1263.13   (f) SUPERSEDED  2 1
 DJ4400
 DJ4400.Superseded values are not recommended for survey control.
 DJ4400
 DJ4400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4400.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4400
 DJ4400_MARKER: DD = SURVEY DISK
 DJ4400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4400_STAMPING: 5F52 2005
 DJ4400_MARK LOGO: WIDT
 DJ4400_PROJECTION: FLUSH
 DJ4400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4400+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4400
 DJ4400  HISTORY     - Date     Condition        Report By
 DJ4400  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4400  HISTORY     - 20060424 GOOD             WIDT
 DJ4400  HISTORY     - 20101004 GOOD             WIDT
 DJ4400
 DJ4400                          STATION DESCRIPTION
 DJ4400
 DJ4400'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4400'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H (4TH
 DJ4400'STREET) WITH COUNTY HIGHWAY A (GALVIN AVENUE) JUST EAST OF THE CITY OF
 DJ4400'MARSHFIELD, GO EAST ON COUNTY HIGHWAY H FOR 0.15 MI (0.2 KM) TO THE
 DJ4400'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4400'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4400'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4400'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4400'IS 13.4 M (44.0 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY H, 32 M
 DJ4400'(105.0 FT) WEST OF A FIELD ENTRANCE, 10.2 M (33.5 FT) SOUTHEAST OF A
 DJ4400'WOOD POST FOR A --PLANT ENTRANCE-- SIGN, AND 1.0 M (3.3 FT) SOUTH,
 DJ4400'NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4400'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4400'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4400
 DJ4400                          STATION RECOVERY (2010)
 DJ4400
 DJ4400'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4402 ***********************************************************************
 DJ4402  DESIGNATION -  5F54
 DJ4402  PID         -  DJ4402
 DJ4402  STATE/COUNTY-  WI/WOOD
 DJ4402  COUNTRY     -  US
 DJ4402  USGS QUAD   -  HEWITT (2018)
 DJ4402
 DJ4402                         *CURRENT SURVEY CONTROL
 DJ4402  ______________________________________________________________________
 DJ4402* NAD 83(1986) POSITION- 44 38 44.73   (N) 090 02 44.52   (W)   HD_HELD1
 DJ4402* NAVD 88 ORTHO HEIGHT -   367.051 (meters)     1204.23  (feet) ADJUSTED
 DJ4402  ______________________________________________________________________
 DJ4402  GEOID HEIGHT    -        -34.321 (meters)                     GEOID18
 DJ4402  DYNAMIC HEIGHT  -        366.994 (meters)     1204.05  (feet) COMP
 DJ4402  MODELED GRAVITY -    980,450.4   (mgal)                       NAVD 88
 DJ4402
 DJ4402  VERT ORDER      -  SECOND    CLASS I
 DJ4402
 DJ4402.The horizontal coordinates were determined by differentially corrected
 DJ4402.hand held GPS observations or other comparable positioning techniques
 DJ4402.and have an estimated accuracy of +/- 3 meters.
 DJ4402
 DJ4402.The orthometric height was determined by differential leveling and
 DJ4402.adjusted by the WI DEPT OF TRANSP
 DJ4402.in May 2012.
 DJ4402
 DJ4402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4402.GEOID18 height accuracy estimate available here.
 DJ4402
 DJ4402.Click photographs - Photos may exist for this station.
 DJ4402
 DJ4402.The dynamic height is computed by dividing the NAVD 88
 DJ4402.geopotential number by the normal gravity value computed on the
 DJ4402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4402.degrees latitude (g = 980.6199 gals.).
 DJ4402
 DJ4402.The modeled gravity was interpolated from observed gravity values.
 DJ4402
 DJ4402;                    North         East    Units  Estimated Accuracy
 DJ4402;SPC WI C     -    90,276.1     596,374.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4402
 DJ4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3427547846(NAD 83)
 DJ4402
 DJ4402                          SUPERSEDED SURVEY CONTROL
 DJ4402
 DJ4402  NAVD 88 (07/08/08)  367.033  (m)         1204.17   (f) SUPERSEDED  2 1
 DJ4402
 DJ4402.Superseded values are not recommended for survey control.
 DJ4402
 DJ4402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4402.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4402
 DJ4402_MARKER: DD = SURVEY DISK
 DJ4402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4402_STAMPING: 5F54 2005
 DJ4402_MARK LOGO: WIDT
 DJ4402_PROJECTION: FLUSH
 DJ4402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4402+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DJ4402
 DJ4402  HISTORY     - Date     Condition        Report By
 DJ4402  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4402  HISTORY     - 20060424 GOOD             WIDT
 DJ4402  HISTORY     - 20101012 GOOD             WIDT
 DJ4402
 DJ4402                          STATION DESCRIPTION
 DJ4402
 DJ4402'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4402'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4402'HIGHWAY M ABOUT 7 MI (11.3 KM) EAST OF THE CITY OF MARSHFIELD, GO WEST
 DJ4402'ON COUNTY HIGHWAY H FOR 1.0 MI (1.6 KM) TO SHADY ROAD, TURN LEFT AND
 DJ4402'GO SOUTH ON SHADY ROAD FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 DJ4402'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4402'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4402'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4402'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.3 M
 DJ4402'(30.5 FT) WEST OF THE CENTERLINE OF SHADY ROAD, 53 M (173.9 FT)
 DJ4402'SOUTHWEST OF A POWER POLE --25-4-16 0/18--, 12 M (39.4 FT) SOUTH OF A
 DJ4402'FIELD ENTRANCE, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A
 DJ4402'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4402'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4402
 DJ4402                          STATION RECOVERY (2010)
 DJ4402
 DJ4402'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4402'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.8 M NORTH, 0.8 M
 DJ4402'SOUTH, AND 0.9 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4403 ***********************************************************************
 DJ4403  DESIGNATION -  5F55
 DJ4403  PID         -  DJ4403
 DJ4403  STATE/COUNTY-  WI/WOOD
 DJ4403  COUNTRY     -  US
 DJ4403  USGS QUAD   -  HEWITT (2018)
 DJ4403
 DJ4403                         *CURRENT SURVEY CONTROL
 DJ4403  ______________________________________________________________________
 DJ4403* NAD 83(1986) POSITION- 44 38 27.63   (N) 090 01 01.94   (W)   HD_HELD1
 DJ4403* NAVD 88 ORTHO HEIGHT -   375.197 (meters)     1230.96  (feet) ADJUSTED
 DJ4403  ______________________________________________________________________
 DJ4403  GEOID HEIGHT    -        -34.400 (meters)                     GEOID18
 DJ4403  DYNAMIC HEIGHT  -        375.138 (meters)     1230.77  (feet) COMP
 DJ4403  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 DJ4403
 DJ4403  VERT ORDER      -  SECOND    CLASS I
 DJ4403
 DJ4403.The horizontal coordinates were determined by differentially corrected
 DJ4403.hand held GPS observations or other comparable positioning techniques
 DJ4403.and have an estimated accuracy of +/- 3 meters.
 DJ4403
 DJ4403.The orthometric height was determined by differential leveling and
 DJ4403.adjusted by the WI DEPT OF TRANSP
 DJ4403.in May 2012.
 DJ4403
 DJ4403.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4403.GEOID18 height accuracy estimate available here.
 DJ4403
 DJ4403.Click photographs - Photos may exist for this station.
 DJ4403
 DJ4403.The dynamic height is computed by dividing the NAVD 88
 DJ4403.geopotential number by the normal gravity value computed on the
 DJ4403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4403.degrees latitude (g = 980.6199 gals.).
 DJ4403
 DJ4403.The modeled gravity was interpolated from observed gravity values.
 DJ4403
 DJ4403;                    North         East    Units  Estimated Accuracy
 DJ4403;SPC WI C     -    89,747.4     598,635.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4403
 DJ4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3655447400(NAD 83)
 DJ4403
 DJ4403                          SUPERSEDED SURVEY CONTROL
 DJ4403
 DJ4403  NAVD 88 (07/08/08)  375.178  (m)         1230.90   (f) SUPERSEDED  2 1
 DJ4403
 DJ4403.Superseded values are not recommended for survey control.
 DJ4403
 DJ4403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4403.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4403
 DJ4403_MARKER: DD = SURVEY DISK
 DJ4403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4403_STAMPING: 5F55 2005
 DJ4403_MARK LOGO: WIDT
 DJ4403_PROJECTION: FLUSH
 DJ4403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4403+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DJ4403
 DJ4403  HISTORY     - Date     Condition        Report By
 DJ4403  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4403  HISTORY     - 20060418 GOOD             WIDT
 DJ4403  HISTORY     - 20101012 GOOD             WIDT
 DJ4403
 DJ4403                          STATION DESCRIPTION
 DJ4403
 DJ4403'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4403'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4403'HIGHWAY M ABOUT 7 MI (11.3 KM) EAST OF THE CITY OF MARSHFIELD, GO
 DJ4403'SOUTH ON COUNTY HIGHWAY M FOR 1.0 MI (1.6 KM) TO YELLOWSTONE DRIVE,
 DJ4403'TURN LEFT AND GO EAST ON YELLOWSTONE DRIVE FOR 0.4 MI (0.6 KM) TO THE
 DJ4403'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4403'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4403'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4403'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DJ4403'9.4 M (30.8 FT) SOUTH OF THE CENTERLINE OF YELLOWSTONE DRIVE, 26.5 M
 DJ4403'(86.9 FT) SOUTHWEST OF A POWER POLE --25-4-15 22/0--, 7 M (23.0 FT)
 DJ4403'EAST OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DJ4403'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4403'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4403'HORIZON.
 DJ4403
 DJ4403                          STATION RECOVERY (2010)
 DJ4403
 DJ4403'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4403'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.0 M SOUTH, 1.0 M
 DJ4403'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4404 ***********************************************************************
 DJ4404  DESIGNATION -  5G01
 DJ4404  PID         -  DJ4404
 DJ4404  STATE/COUNTY-  WI/WOOD
 DJ4404  COUNTRY     -  US
 DJ4404  USGS QUAD   -  HONEY ISLAND (2018)
 DJ4404
 DJ4404                         *CURRENT SURVEY CONTROL
 DJ4404  ______________________________________________________________________
 DJ4404* NAD 83(1986) POSITION- 44 38 28.80   (N) 089 58 43.24   (W)   HD_HELD1
 DJ4404* NAVD 88 ORTHO HEIGHT -   374.793 (meters)     1229.63  (feet) ADJUSTED
 DJ4404  ______________________________________________________________________
 DJ4404  GEOID HEIGHT    -        -34.510 (meters)                     GEOID18
 DJ4404  DYNAMIC HEIGHT  -        374.733 (meters)     1229.44  (feet) COMP
 DJ4404  MODELED GRAVITY -    980,445.9   (mgal)                       NAVD 88
 DJ4404
 DJ4404  VERT ORDER      -  SECOND    CLASS I
 DJ4404
 DJ4404.The horizontal coordinates were determined by differentially corrected
 DJ4404.hand held GPS observations or other comparable positioning techniques
 DJ4404.and have an estimated accuracy of +/- 3 meters.
 DJ4404
 DJ4404.The orthometric height was determined by differential leveling and
 DJ4404.adjusted by the WI DEPT OF TRANSP
 DJ4404.in May 2012.
 DJ4404
 DJ4404.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4404.GEOID18 height accuracy estimate available here.
 DJ4404
 DJ4404.Click photographs - Photos may exist for this station.
 DJ4404
 DJ4404.The dynamic height is computed by dividing the NAVD 88
 DJ4404.geopotential number by the normal gravity value computed on the
 DJ4404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4404.degrees latitude (g = 980.6199 gals.).
 DJ4404
 DJ4404.The modeled gravity was interpolated from observed gravity values.
 DJ4404
 DJ4404;                    North         East    Units  Estimated Accuracy
 DJ4404;SPC WI C     -    89,783.6     601,691.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4404
 DJ4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6377347424(NAD 83)
 DJ4404
 DJ4404                          SUPERSEDED SURVEY CONTROL
 DJ4404
 DJ4404  NAVD 88 (07/08/08)  374.775  (m)         1229.57   (f) SUPERSEDED  2 1
 DJ4404
 DJ4404.Superseded values are not recommended for survey control.
 DJ4404
 DJ4404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4404.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4404
 DJ4404_MARKER: DD = SURVEY DISK
 DJ4404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4404_STAMPING: 5G01 2005
 DJ4404_MARK LOGO: WIDT
 DJ4404_PROJECTION: FLUSH
 DJ4404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4404+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DJ4404
 DJ4404  HISTORY     - Date     Condition        Report By
 DJ4404  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4404  HISTORY     - 20060417 GOOD             WIDT
 DJ4404  HISTORY     - 20101012 GOOD             WIDT
 DJ4404
 DJ4404                          STATION DESCRIPTION
 DJ4404
 DJ4404'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4404'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4404'HIGHWAY K ABOUT 1 MI (1.6 KM) EAST OF THE VILLAGE OF AUBURNDALE, GO
 DJ4404'NORTH ON COUNTY HIGHWAY K FOR 1.2 MI (1.9 KM) TO YELLOWSTONE DRIVE,
 DJ4404'TURN RIGHT AND GO EAST ON YELLOWSTONE DRIVE FOR 0.3 MI (0.5 KM) TO THE
 DJ4404'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4404'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4404'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4404'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DJ4404'12.1 M (39.7 FT) SOUTH OF THE CENTERLINE OF YELLOWSTONE DRIVE, 46.6 M
 DJ4404'(152.9 FT) SOUTHWEST OF A POWER POLE --25-4-13 17/0--, 30 M (98.4 FT)
 DJ4404'EAST OF THE EASTERNMOST DRIVE FOR A PRIVATE ENTRANCE --5173--, AND 1.0
 DJ4404'M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS
 DJ4404'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4404'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4404
 DJ4404                          STATION RECOVERY (2010)
 DJ4404
 DJ4404'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4404'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4405 ***********************************************************************
 DJ4405  DESIGNATION -  5G02
 DJ4405  PID         -  DJ4405
 DJ4405  STATE/COUNTY-  WI/WOOD
 DJ4405  COUNTRY     -  US
 DJ4405  USGS QUAD   -  HONEY ISLAND (2018)
 DJ4405
 DJ4405                         *CURRENT SURVEY CONTROL
 DJ4405  ______________________________________________________________________
 DJ4405* NAD 83(1986) POSITION- 44 38 30.34   (N) 089 55 53.02   (W)   HD_HELD1
 DJ4405* NAVD 88 ORTHO HEIGHT -   345.281 (meters)     1132.81  (feet) ADJUSTED
 DJ4405  ______________________________________________________________________
 DJ4405  GEOID HEIGHT    -        -34.659 (meters)                     GEOID18
 DJ4405  DYNAMIC HEIGHT  -        345.223 (meters)     1132.62  (feet) COMP
 DJ4405  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 DJ4405
 DJ4405  VERT ORDER      -  SECOND    CLASS I
 DJ4405
 DJ4405.The horizontal coordinates were determined by differentially corrected
 DJ4405.hand held GPS observations or other comparable positioning techniques
 DJ4405.and have an estimated accuracy of +/- 3 meters.
 DJ4405
 DJ4405.The orthometric height was determined by differential leveling and
 DJ4405.adjusted by the WI DEPT OF TRANSP
 DJ4405.in May 2012.
 DJ4405
 DJ4405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4405.GEOID18 height accuracy estimate available here.
 DJ4405
 DJ4405.Click photographs - Photos may exist for this station.
 DJ4405
 DJ4405.The dynamic height is computed by dividing the NAVD 88
 DJ4405.geopotential number by the normal gravity value computed on the
 DJ4405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4405.degrees latitude (g = 980.6199 gals.).
 DJ4405
 DJ4405.The modeled gravity was interpolated from observed gravity values.
 DJ4405
 DJ4405;                    North         East    Units  Estimated Accuracy
 DJ4405;SPC WI C     -    89,833.2     605,442.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4405
 DJ4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6752447336(NAD 83)
 DJ4405
 DJ4405                          SUPERSEDED SURVEY CONTROL
 DJ4405
 DJ4405  NAVD 88 (07/08/08)  345.262  (m)         1132.75   (f) SUPERSEDED  2 1
 DJ4405
 DJ4405.Superseded values are not recommended for survey control.
 DJ4405
 DJ4405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4405.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4405
 DJ4405_MARKER: DD = SURVEY DISK
 DJ4405_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4405_SP_SET: BRIDGE ABUTMENT
 DJ4405_STAMPING: 5G02 2005
 DJ4405_MARK LOGO: WIDT
 DJ4405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4405+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DJ4405
 DJ4405  HISTORY     - Date     Condition        Report By
 DJ4405  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4405  HISTORY     - 20060413 GOOD             WIDT
 DJ4405  HISTORY     - 20101012 GOOD             WIDT
 DJ4405
 DJ4405                          STATION DESCRIPTION
 DJ4405
 DJ4405'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4405'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4405'HIGHWAY M ABOUT 7 MI (11.3 KM) EAST OF THE CITY OF MARSHFIELD, GO EAST
 DJ4405'ON COUNTY HIGHWAY H FOR 3.8 MI (6.1 KM) TO BROOKSIDE ROAD, TURN RIGHT
 DJ4405'AND GO SOUTH ON BROOKSIDE ROAD FOR 1.0 MI (1.6 KM) TO YELLOWSTONE
 DJ4405'DRIVE, TURN LEFT AND GO EAST ON YELLOWSTONE DRIVE FOR 0.75 MI (1.2 KM)
 DJ4405'TO A BRIDGE OVER THE LITTLE BEAR CREEK AND THE STATION ON THE RIGHT.
 DJ4405'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4405'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DJ4405'OF THE EAST ABUTMENT OF THE BRIDGE --B-71-111-01--, ABOUT LEVEL WITH
 DJ4405'THE ROAD PAVEMENT, 5 M (16.4 FT) SOUTH OF THE CENTER OF YELLOWSTONE
 DJ4405'DRIVE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4405'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4405
 DJ4405                          STATION RECOVERY (2010)
 DJ4405
 DJ4405'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4405'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4886 ***********************************************************************
 DJ4886  DESIGNATION -  5G03
 DJ4886  PID         -  DJ4886
 DJ4886  STATE/COUNTY-  WI/WOOD
 DJ4886  COUNTRY     -  US
 DJ4886  USGS QUAD   -  HONEY ISLAND (2018)
 DJ4886
 DJ4886                         *CURRENT SURVEY CONTROL
 DJ4886  ______________________________________________________________________
 DJ4886* NAD 83(1986) POSITION- 44 38 39.89   (N) 089 53 08.53   (W)   HD_HELD1
 DJ4886* NAVD 88 ORTHO HEIGHT -   344.407 (meters)     1129.94  (feet) ADJUSTED
 DJ4886  ______________________________________________________________________
 DJ4886  GEOID HEIGHT    -        -34.796 (meters)                     GEOID18
 DJ4886  DYNAMIC HEIGHT  -        344.348 (meters)     1129.75  (feet) COMP
 DJ4886  MODELED GRAVITY -    980,436.6   (mgal)                       NAVD 88
 DJ4886
 DJ4886  VERT ORDER      -  SECOND    CLASS I
 DJ4886
 DJ4886.The horizontal coordinates were determined by differentially corrected
 DJ4886.hand held GPS observations or other comparable positioning techniques
 DJ4886.and have an estimated accuracy of +/- 3 meters.
 DJ4886
 DJ4886.The orthometric height was determined by differential leveling and
 DJ4886.adjusted by the WI DEPT OF TRANSP
 DJ4886.in May 2012.
 DJ4886
 DJ4886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4886.GEOID18 height accuracy estimate available here.
 DJ4886
 DJ4886.Click photographs - Photos may exist for this station.
 DJ4886
 DJ4886.The dynamic height is computed by dividing the NAVD 88
 DJ4886.geopotential number by the normal gravity value computed on the
 DJ4886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4886.degrees latitude (g = 980.6199 gals.).
 DJ4886
 DJ4886.The modeled gravity was interpolated from observed gravity values.
 DJ4886
 DJ4886;                    North         East    Units  Estimated Accuracy
 DJ4886;SPC WI C     -    90,132.1     609,067.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4886
 DJ4886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7115847501(NAD 83)
 DJ4886
 DJ4886                          SUPERSEDED SURVEY CONTROL
 DJ4886
 DJ4886  NAVD 88 (07/08/08)  344.388  (m)         1129.88   (f) SUPERSEDED  2 1
 DJ4886
 DJ4886.Superseded values are not recommended for survey control.
 DJ4886
 DJ4886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4886.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4886
 DJ4886_MARKER: DD = SURVEY DISK
 DJ4886_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4886_SP_SET: BRIDGE WINGWALL
 DJ4886_STAMPING: 5G03 2005
 DJ4886_MARK LOGO: WIDT
 DJ4886_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4886+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DJ4886
 DJ4886  HISTORY     - Date     Condition        Report By
 DJ4886  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4886  HISTORY     - 20060413 GOOD             WIDT
 DJ4886  HISTORY     - 20101012 GOOD             WIDT
 DJ4886
 DJ4886                          STATION DESCRIPTION
 DJ4886
 DJ4886'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4886'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4886'HIGHWAY S ABOUT 4 MI (6.4 KM) NORTH OF THE VILLAGE OF MILLADORE, GO
 DJ4886'WEST ON COUNTY HIGHWAY H FOR 1.0 MI (1.6 KM) TO BLUEBERRY ROAD, TURN
 DJ4886'LEFT AND GO SOUTH ON BLUEBERRY ROAD FOR 0.8 MI (1.3 KM) TO A BRIDGE
 DJ4886'OVER BEAR CREEK AND THE STATION ON THE LEFT.
 DJ4886'
 DJ4886'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4886'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4886'WING WALL OF THE BRIDGE, ABOUT LEVEL WITH THE ROAD PAVEMENT,
 DJ4886'
 DJ4886'4 M (13.1 FT) EAST OF THE CENTER OF BLUEBERRY ROAD.
 DJ4886
 DJ4886                          STATION RECOVERY (2010)
 DJ4886
 DJ4886'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4886'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4407 ***********************************************************************
 DJ4407  DESIGNATION -  5G04
 DJ4407  PID         -  DJ4407
 DJ4407  STATE/COUNTY-  WI/WOOD
 DJ4407  COUNTRY     -  US
 DJ4407  USGS QUAD   -  BIG EAU PLEINE RESERVOIR (2018)
 DJ4407
 DJ4407                         *CURRENT SURVEY CONTROL
 DJ4407  ______________________________________________________________________
 DJ4407* NAD 83(1986) POSITION- 44 37 52.75   (N) 089 51 55.33   (W)   HD_HELD1
 DJ4407* NAVD 88 ORTHO HEIGHT -   349.230 (meters)     1145.77  (feet) ADJUSTED
 DJ4407  ______________________________________________________________________
 DJ4407  GEOID HEIGHT    -        -34.882 (meters)                     GEOID18
 DJ4407  DYNAMIC HEIGHT  -        349.169 (meters)     1145.57  (feet) COMP
 DJ4407  MODELED GRAVITY -    980,434.4   (mgal)                       NAVD 88
 DJ4407
 DJ4407  VERT ORDER      -  SECOND    CLASS I
 DJ4407
 DJ4407.The horizontal coordinates were determined by differentially corrected
 DJ4407.hand held GPS observations or other comparable positioning techniques
 DJ4407.and have an estimated accuracy of +/- 3 meters.
 DJ4407
 DJ4407.The orthometric height was determined by differential leveling and
 DJ4407.adjusted by the WI DEPT OF TRANSP
 DJ4407.in May 2012.
 DJ4407
 DJ4407.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4407.GEOID18 height accuracy estimate available here.
 DJ4407
 DJ4407.Click photographs - Photos may exist for this station.
 DJ4407
 DJ4407.The dynamic height is computed by dividing the NAVD 88
 DJ4407.geopotential number by the normal gravity value computed on the
 DJ4407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4407.degrees latitude (g = 980.6199 gals.).
 DJ4407
 DJ4407.The modeled gravity was interpolated from observed gravity values.
 DJ4407
 DJ4407;                    North         East    Units  Estimated Accuracy
 DJ4407;SPC WI C     -    88,679.5     610,682.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4407
 DJ4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7272045990(NAD 83)
 DJ4407
 DJ4407                          SUPERSEDED SURVEY CONTROL
 DJ4407
 DJ4407  NAVD 88 (07/08/08)  349.211  (m)         1145.70   (f) SUPERSEDED  2 1
 DJ4407
 DJ4407.Superseded values are not recommended for survey control.
 DJ4407
 DJ4407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4407.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4407
 DJ4407_MARKER: DD = SURVEY DISK
 DJ4407_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4407_SP_SET: BRIDGE ABUTMENT
 DJ4407_STAMPING: 5G04 2005
 DJ4407_MARK LOGO: WIDT
 DJ4407_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4407+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DJ4407
 DJ4407  HISTORY     - Date     Condition        Report By
 DJ4407  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4407  HISTORY     - 20060412 GOOD             WIDT
 DJ4407  HISTORY     - 20101012 GOOD             WIDT
 DJ4407
 DJ4407                          STATION DESCRIPTION
 DJ4407
 DJ4407'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4407'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4407'HIGHWAY S JUST WEST OF THE VILLAGE OF MILLADORE, GO NORTH ON COUNTY
 DJ4407'HIGHWAY S FOR 1.4 MI (2.3 KM) TO TRESTIK DRIVE, CONTINUE NORTH ON
 DJ4407'COUNTY HIGHWAY S FOR 0.3 MI (0.5 KM) TO THE BRIDGE OVER BEAR CREEK AND
 DJ4407'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4407'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4407'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE BRIDGE
 DJ4407'--B-71-137--, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4407'4.7 M (15.4 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY S AND 0.1 M
 DJ4407'(0.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4407
 DJ4407                          STATION RECOVERY (2010)
 DJ4407
 DJ4407'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4407'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4409 ***********************************************************************
 DJ4409  DESIGNATION -  5G05
 DJ4409  PID         -  DJ4409
 DJ4409  STATE/COUNTY-  WI/PORTAGE
 DJ4409  COUNTRY     -  US
 DJ4409  USGS QUAD   -  JUNCTION CITY (2018)
 DJ4409
 DJ4409                         *CURRENT SURVEY CONTROL
 DJ4409  ______________________________________________________________________
 DJ4409* NAD 83(1986) POSITION- 44 36 57.59   (N) 089 49 38.97   (W)   HD_HELD1
 DJ4409* NAVD 88 ORTHO HEIGHT -   362.330 (meters)     1188.74  (feet) ADJUSTED
 DJ4409  ______________________________________________________________________
 DJ4409  GEOID HEIGHT    -        -35.024 (meters)                     GEOID18
 DJ4409  DYNAMIC HEIGHT  -        362.265 (meters)     1188.53  (feet) COMP
 DJ4409  MODELED GRAVITY -    980,431.1   (mgal)                       NAVD 88
 DJ4409
 DJ4409  VERT ORDER      -  SECOND    CLASS I
 DJ4409
 DJ4409.The horizontal coordinates were determined by differentially corrected
 DJ4409.hand held GPS observations or other comparable positioning techniques
 DJ4409.and have an estimated accuracy of +/- 3 meters.
 DJ4409
 DJ4409.The orthometric height was determined by differential leveling and
 DJ4409.adjusted by the WI DEPT OF TRANSP
 DJ4409.in May 2012.
 DJ4409
 DJ4409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4409.GEOID18 height accuracy estimate available here.
 DJ4409
 DJ4409.Click photographs - Photos may exist for this station.
 DJ4409
 DJ4409.The dynamic height is computed by dividing the NAVD 88
 DJ4409.geopotential number by the normal gravity value computed on the
 DJ4409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4409.degrees latitude (g = 980.6199 gals.).
 DJ4409
 DJ4409.The modeled gravity was interpolated from observed gravity values.
 DJ4409
 DJ4409;                    North         East    Units  Estimated Accuracy
 DJ4409;SPC WI C     -    86,982.6     613,691.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4409
 DJ4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7566544183(NAD 83)
 DJ4409
 DJ4409                          SUPERSEDED SURVEY CONTROL
 DJ4409
 DJ4409  NAVD 88 (07/08/08)  362.310  (m)         1188.68   (f) SUPERSEDED  2 1
 DJ4409
 DJ4409.Superseded values are not recommended for survey control.
 DJ4409
 DJ4409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4409.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4409
 DJ4409_MARKER: DD = SURVEY DISK
 DJ4409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4409_STAMPING: 5G05 2005
 DJ4409_MARK LOGO: WIDT
 DJ4409_PROJECTION: FLUSH
 DJ4409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4409+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DJ4409
 DJ4409  HISTORY     - Date     Condition        Report By
 DJ4409  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4409  HISTORY     - 20060411 GOOD             WIDT
 DJ4409  HISTORY     - 20101012 GOOD             WIDT
 DJ4409
 DJ4409                          STATION DESCRIPTION
 DJ4409
 DJ4409'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4409'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DJ4409'HIGHWAY 34 TO THE SOUTH AND VICTORY ROAD TO THE NORTH ABOUT 2 MI (3.2
 DJ4409'KM) WEST OF THE VILLAGE OF THE JUNCTION CITY, GO WEST ON US HIGHWAY 10
 DJ4409'FOR 1.0 MI (1.6 KM) TO TRESTIK ROAD, TURN RIGHT AND GO NORTH FOR 1.1
 DJ4409'MI (1.8 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4409'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4409'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4409'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DJ4409'PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) EAST OF THE CENTERLINE OF
 DJ4409'TRESTIK ROAD, 57 M (187.0 FT) SOUTH OF AN ENTRANCE TO A GAS PIPELINE
 DJ4409'SUBSTATION, 49.5 M (162.4 FT) SOUTH OF A TELEPHONE PEDESTAL --E3 18--,
 DJ4409'28.6 M (93.8 FT) SOUTHEAST OF A POWER POLE --25-6-30 45/12--, AND 1.0
 DJ4409'M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DJ4409'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4409'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4409
 DJ4409                          STATION RECOVERY (2010)
 DJ4409
 DJ4409'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4409'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.21 MILE NORTH OF
 DJ4409'STASHEK ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4410 ***********************************************************************
 DJ4410  DESIGNATION -  5G06
 DJ4410  PID         -  DJ4410
 DJ4410  STATE/COUNTY-  WI/PORTAGE
 DJ4410  COUNTRY     -  US
 DJ4410  USGS QUAD   -  JUNCTION CITY (2018)
 DJ4410
 DJ4410                         *CURRENT SURVEY CONTROL
 DJ4410  ______________________________________________________________________
 DJ4410* NAD 83(1986) POSITION- 44 37 12.62   (N) 089 48 26.65   (W)   HD_HELD1
 DJ4410* NAVD 88 ORTHO HEIGHT -   353.964 (meters)     1161.30  (feet) ADJUSTED
 DJ4410  ______________________________________________________________________
 DJ4410  GEOID HEIGHT    -        -35.079 (meters)                     GEOID18
 DJ4410  DYNAMIC HEIGHT  -        353.901 (meters)     1161.09  (feet) COMP
 DJ4410  MODELED GRAVITY -    980,430.1   (mgal)                       NAVD 88
 DJ4410
 DJ4410  VERT ORDER      -  SECOND    CLASS I
 DJ4410
 DJ4410.The horizontal coordinates were determined by differentially corrected
 DJ4410.hand held GPS observations or other comparable positioning techniques
 DJ4410.and have an estimated accuracy of +/- 3 meters.
 DJ4410
 DJ4410.The orthometric height was determined by differential leveling and
 DJ4410.adjusted by the WI DEPT OF TRANSP
 DJ4410.in May 2012.
 DJ4410
 DJ4410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4410.GEOID18 height accuracy estimate available here.
 DJ4410
 DJ4410.Click photographs - Photos may exist for this station.
 DJ4410
 DJ4410.The dynamic height is computed by dividing the NAVD 88
 DJ4410.geopotential number by the normal gravity value computed on the
 DJ4410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4410.degrees latitude (g = 980.6199 gals.).
 DJ4410
 DJ4410.The modeled gravity was interpolated from observed gravity values.
 DJ4410
 DJ4410;                    North         East    Units  Estimated Accuracy
 DJ4410;SPC WI C     -    87,450.1     615,284.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4410
 DJ4410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7727544592(NAD 83)
 DJ4410
 DJ4410                          SUPERSEDED SURVEY CONTROL
 DJ4410
 DJ4410  NAVD 88 (07/08/08)  353.944  (m)         1161.23   (f) SUPERSEDED  2 1
 DJ4410
 DJ4410.Superseded values are not recommended for survey control.
 DJ4410
 DJ4410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4410.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4410
 DJ4410_MARKER: DD = SURVEY DISK
 DJ4410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4410_STAMPING: 5G06 2005
 DJ4410_MARK LOGO: WIDT
 DJ4410_PROJECTION: FLUSH
 DJ4410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4410+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DJ4410
 DJ4410  HISTORY     - Date     Condition        Report By
 DJ4410  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4410  HISTORY     - 20060411 GOOD             WIDT
 DJ4410  HISTORY     - 20101012 GOOD             WIDT
 DJ4410
 DJ4410                          STATION DESCRIPTION
 DJ4410
 DJ4410'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4410'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DJ4410'HIGHWAY 34 TO THE SOUTH AND VICTORY ROAD TO THE NORTH ABOUT 2 MI (3.2
 DJ4410'KM) WEST OF THE VILLAGE OF THE JUNCTION CITY, GO NORTH ON VICTORY ROAD
 DJ4410'FOR 1.6 MI (2.6 KM) TO PINE ROAD ON THE RIGHT AND THE STATION ON THE
 DJ4410'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4410'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4410'INCH) DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 1.8 M (5.9 FT)
 DJ4410'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE
 DJ4410'ROAD PAVEMENT.  THE STATION IS 7.4 M (24.3 FT) EAST OF THE CENTERLINE
 DJ4410'OF VICTORY ROAD, 23.4 M (76.8 FT) NORTH OF THE CENTER OF PINE ROAD,
 DJ4410'10.0 M (32.8 FT) NORTHWEST OF A METAL POST FOR A --DEAD END-- SIGN,
 DJ4410'1.0 M (3.3 FT) NORTH AND SOUTH OF A WHITE PLASTIC WITNESS POST, AND
 DJ4410'0.7 M (2.3 FT) WEST OF A BARBED WIRE FENCE.  ---NOTE---THIS STATION
 DJ4410'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4410'HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING TO 40 DEGREES
 DJ4410'ABOVE THE HORIZON.
 DJ4410
 DJ4410                          STATION RECOVERY (2010)
 DJ4410
 DJ4410'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4410'RECOVERED IN GOOD CONDITION.  NOTE---THE STATION IS PRONE TO FLOODING.
 DJ4410'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4411 ***********************************************************************
 DJ4411  DESIGNATION -  5G07
 DJ4411  PID         -  DJ4411
 DJ4411  STATE/COUNTY-  WI/PORTAGE
 DJ4411  COUNTRY     -  US
 DJ4411  USGS QUAD   -  JUNCTION CITY (2018)
 DJ4411
 DJ4411                         *CURRENT SURVEY CONTROL
 DJ4411  ______________________________________________________________________
 DJ4411* NAD 83(1986) POSITION- 44 37 11.01   (N) 089 46 01.70   (W)   HD_HELD1
 DJ4411* NAVD 88 ORTHO HEIGHT -   360.092 (meters)     1181.40  (feet) ADJUSTED
 DJ4411  ______________________________________________________________________
 DJ4411  GEOID HEIGHT    -        -35.204 (meters)                     GEOID18
 DJ4411  DYNAMIC HEIGHT  -        360.028 (meters)     1181.19  (feet) COMP
 DJ4411  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 DJ4411
 DJ4411  VERT ORDER      -  SECOND    CLASS I
 DJ4411
 DJ4411.The horizontal coordinates were determined by differentially corrected
 DJ4411.hand held GPS observations or other comparable positioning techniques
 DJ4411.and have an estimated accuracy of +/- 3 meters.
 DJ4411
 DJ4411.The orthometric height was determined by differential leveling and
 DJ4411.adjusted by the WI DEPT OF TRANSP
 DJ4411.in May 2012.
 DJ4411
 DJ4411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4411.GEOID18 height accuracy estimate available here.
 DJ4411
 DJ4411.Click photographs - Photos may exist for this station.
 DJ4411
 DJ4411.The dynamic height is computed by dividing the NAVD 88
 DJ4411.geopotential number by the normal gravity value computed on the
 DJ4411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4411.degrees latitude (g = 980.6199 gals.).
 DJ4411
 DJ4411.The modeled gravity was interpolated from observed gravity values.
 DJ4411
 DJ4411;                    North         East    Units  Estimated Accuracy
 DJ4411;SPC WI C     -    87,408.8     618,480.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4411
 DJ4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8046844433(NAD 83)
 DJ4411
 DJ4411                          SUPERSEDED SURVEY CONTROL
 DJ4411
 DJ4411  NAVD 88 (07/08/08)  360.072  (m)         1181.34   (f) SUPERSEDED  2 1
 DJ4411
 DJ4411.Superseded values are not recommended for survey control.
 DJ4411
 DJ4411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4411.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4411
 DJ4411_MARKER: DD = SURVEY DISK
 DJ4411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4411_STAMPING: 5G07 2005
 DJ4411_MARK LOGO: WIDT
 DJ4411_PROJECTION: FLUSH
 DJ4411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4411+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DJ4411
 DJ4411  HISTORY     - Date     Condition        Report By
 DJ4411  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4411  HISTORY     - 20060411 GOOD             WIDT
 DJ4411  HISTORY     - 20101012 GOOD             WIDT
 DJ4411
 DJ4411                          STATION DESCRIPTION
 DJ4411
 DJ4411'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4411'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H TO THE
 DJ4411'NORTH AND COUNTY HIGHWAY G TO THE SOUTH WITH COUNTY HIGHWAY O AND
 DJ4411'COUNTY HIGHWAY H TO THE EAST AND SHADY LANE TO THE WEST ABOUT 3 MI
 DJ4411'(4.8 KM) NORTH OF THE VILLAGE OF THE JUNCTION CITY, GO SOUTH ON COUNTY
 DJ4411'HIGHWAY G FOR 0.75 MI (1.2 KM) TO PINE ROAD AND THE STATION ON THE
 DJ4411'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4411'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4411'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4411'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4411'STATION IS 8.6 M (28.2 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY G,
 DJ4411'24.1 M (79.1 FT) SOUTHWEST OF A TELEPHONE PEDESTAL --B1C 1--, 22.7 M
 DJ4411'(74.5 FT) SOUTH OF THE CENTERLINE OF PINE ROAD, 9.9 M (32.5 FT) SOUTH
 DJ4411'OF A TELEPHONE PEDESTAL --B1C 2--, 1.1 M (3.6 FT) EAST OF A BARBED
 DJ4411'WIRE FENCE, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A
 DJ4411'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4411'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DJ4411'FOR A TREE TO THE NORTHEAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DJ4411
 DJ4411                          STATION RECOVERY (2010)
 DJ4411
 DJ4411'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4411'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4413 ***********************************************************************
 DJ4413  DESIGNATION -  5G08
 DJ4413  PID         -  DJ4413
 DJ4413  STATE/COUNTY-  WI/PORTAGE
 DJ4413  COUNTRY     -  US
 DJ4413  USGS QUAD   -  DANCY (2018)
 DJ4413
 DJ4413                         *CURRENT SURVEY CONTROL
 DJ4413  ______________________________________________________________________
 DJ4413* NAD 83(1986) POSITION- 44 37 37.3    (N) 089 43 08.8    (W)   HD_HELD2
 DJ4413* NAVD 88 ORTHO HEIGHT -   345.462 (meters)     1133.40  (feet) ADJUSTED
 DJ4413  ______________________________________________________________________
 DJ4413  GEOID HEIGHT    -        -35.333 (meters)                     GEOID18
 DJ4413  DYNAMIC HEIGHT  -        345.399 (meters)     1133.20  (feet) COMP
 DJ4413  MODELED GRAVITY -    980,427.4   (mgal)                       NAVD 88
 DJ4413
 DJ4413  VERT ORDER      -  SECOND    CLASS I
 DJ4413
 DJ4413.The horizontal coordinates were established by autonomous hand held GPS
 DJ4413.observations and have an estimated accuracy of +/- 10 meters.
 DJ4413
 DJ4413.The orthometric height was determined by differential leveling and
 DJ4413.adjusted by the WI DEPT OF TRANSP
 DJ4413.in May 2012.
 DJ4413
 DJ4413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4413.GEOID18 height accuracy estimate available here.
 DJ4413
 DJ4413.Click photographs - Photos may exist for this station.
 DJ4413
 DJ4413.The dynamic height is computed by dividing the NAVD 88
 DJ4413.geopotential number by the normal gravity value computed on the
 DJ4413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4413.degrees latitude (g = 980.6199 gals.).
 DJ4413
 DJ4413.The modeled gravity was interpolated from observed gravity values.
 DJ4413
 DJ4413;                    North         East    Units  Estimated Accuracy
 DJ4413;SPC WI C     -    88,232.      622,289.      MT  (+/- 10 meters HH2 GPS)
 DJ4413
 DJ4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8430545116(NAD 83)
 DJ4413
 DJ4413                          SUPERSEDED SURVEY CONTROL
 DJ4413
 DJ4413  NAVD 88 (07/08/08)  345.441  (m)         1133.33   (f) SUPERSEDED  2 1
 DJ4413
 DJ4413.Superseded values are not recommended for survey control.
 DJ4413
 DJ4413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4413.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4413
 DJ4413_MARKER: DD = SURVEY DISK
 DJ4413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4413_STAMPING: 5G08 2005
 DJ4413_MARK LOGO: WIDT
 DJ4413_PROJECTION: FLUSH
 DJ4413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4413+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DJ4413
 DJ4413  HISTORY     - Date     Condition        Report By
 DJ4413  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4413  HISTORY     - 20060410 GOOD             WIDT
 DJ4413  HISTORY     - 20101012 GOOD             WIDT
 DJ4413
 DJ4413                          STATION DESCRIPTION
 DJ4413
 DJ4413'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4413'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 34 WITH COUNTY
 DJ4413'HIGHWAY H ABOUT 3 MI (4.8 KM) NORTHEAST OF THE VILLAGE OF THE JUNCTION
 DJ4413'CITY.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4413'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4413'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4413'RIGHT-OF-WAY AT THE TOWNSHIP OF EAU PLEINE TOWN HALL AND GARAGE.  THE
 DJ4413'STATION IS 19.7 M (64.6 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4413'34, 30.0 M (98.4 FT) SOUTHWEST OF A POWER POLE --113--, 23.8 M (78.1
 DJ4413'FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY H, 10.2 M (33.5 FT) EAST
 DJ4413'OF A WOOD POST FOR A --COUNTY H-- SIGN, AND 1.0 M (3.3 FT) WEST OF A
 DJ4413'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4413'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DJ4413'TREES TO THE SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DJ4413
 DJ4413                          STATION RECOVERY (2010)
 DJ4413
 DJ4413'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4413'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4414 ***********************************************************************
 DJ4414  DESIGNATION -  5G09
 DJ4414  PID         -  DJ4414
 DJ4414  STATE/COUNTY-  WI/PORTAGE
 DJ4414  COUNTRY     -  US
 DJ4414  USGS QUAD   -  DANCY (2018)
 DJ4414
 DJ4414                         *CURRENT SURVEY CONTROL
 DJ4414  ______________________________________________________________________
 DJ4414* NAD 83(1986) POSITION- 44 39 01.39   (N) 089 43 10.28   (W)   HD_HELD1
 DJ4414* NAVD 88 ORTHO HEIGHT -   354.046 (meters)     1161.57  (feet) ADJUSTED
 DJ4414  ______________________________________________________________________
 DJ4414  GEOID HEIGHT    -        -35.283 (meters)                     GEOID18
 DJ4414  DYNAMIC HEIGHT  -        353.983 (meters)     1161.36  (feet) COMP
 DJ4414  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 DJ4414
 DJ4414  VERT ORDER      -  SECOND    CLASS I
 DJ4414
 DJ4414.The horizontal coordinates were determined by differentially corrected
 DJ4414.hand held GPS observations or other comparable positioning techniques
 DJ4414.and have an estimated accuracy of +/- 3 meters.
 DJ4414
 DJ4414.The orthometric height was determined by differential leveling and
 DJ4414.adjusted by the WI DEPT OF TRANSP
 DJ4414.in May 2012.
 DJ4414
 DJ4414.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4414.GEOID18 height accuracy estimate available here.
 DJ4414
 DJ4414.Click photographs - Photos may exist for this station.
 DJ4414
 DJ4414.The dynamic height is computed by dividing the NAVD 88
 DJ4414.geopotential number by the normal gravity value computed on the
 DJ4414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4414.degrees latitude (g = 980.6199 gals.).
 DJ4414
 DJ4414.The modeled gravity was interpolated from observed gravity values.
 DJ4414
 DJ4414;                    North         East    Units  Estimated Accuracy
 DJ4414;SPC WI C     -    90,827.7     622,247.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4414
 DJ4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8435947711(NAD 83)
 DJ4414
 DJ4414                          SUPERSEDED SURVEY CONTROL
 DJ4414
 DJ4414  NAVD 88 (07/08/08)  354.025  (m)         1161.50   (f) SUPERSEDED  2 1
 DJ4414
 DJ4414.Superseded values are not recommended for survey control.
 DJ4414
 DJ4414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4414.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4414
 DJ4414_MARKER: DD = SURVEY DISK
 DJ4414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4414_STAMPING: 5G09 2005
 DJ4414_MARK LOGO: WIDT
 DJ4414_PROJECTION: FLUSH
 DJ4414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4414+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DJ4414
 DJ4414  HISTORY     - Date     Condition        Report By
 DJ4414  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4414  HISTORY     - 20060410 GOOD             WIDT
 DJ4414  HISTORY     - 20101012 GOOD             WIDT
 DJ4414
 DJ4414                          STATION DESCRIPTION
 DJ4414
 DJ4414'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4414'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 WITH COUNTY
 DJ4414'HIGHWAY H ABOUT 3 MI (4.8 KM) NORTHEAST OF THE VILLAGE OF THE JUNCTION
 DJ4414'CITY, GO NORTH ON STATE HIGHWAY 34 FOR 1.0 MI (1.6 KM) TO LONG ROAD ON
 DJ4414'THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 34 FOR 0.6 MI (1.0 KM) TO
 DJ4414'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4414'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4414'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4414'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DJ4414'PAVEMENT.  THE STATION IS 15.5 M (50.9 FT) EAST OF THE CENTERLINE OF
 DJ4414'STATE HIGHWAY 34, 45 M (147.6 FT) SOUTHEAST OF A POWER POLE
 DJ4414'--2507-18-T-605--, 33 M (108.3 FT) NORTH OF THE EXTENDED CENTER OF A
 DJ4414'FIELD ENTRANCE, 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A
 DJ4414'WHITE PLASTIC WITNESS POST, AND 0.8 M (2.6 FT) WEST OF A BARBED WIRE
 DJ4414'FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4414'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4414
 DJ4414                          STATION RECOVERY (2010)
 DJ4414
 DJ4414'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4415 ***********************************************************************
 DJ4415  DESIGNATION -  5G10
 DJ4415  PID         -  DJ4415
 DJ4415  STATE/COUNTY-  WI/PORTAGE
 DJ4415  COUNTRY     -  US
 DJ4415  USGS QUAD   -  DANCY (2018)
 DJ4415
 DJ4415                         *CURRENT SURVEY CONTROL
 DJ4415  ______________________________________________________________________
 DJ4415* NAD 83(1986) POSITION- 44 40 42.71   (N) 089 43 01.60   (W)   HD_HELD1
 DJ4415* NAVD 88 ORTHO HEIGHT -   343.219 (meters)     1126.04  (feet) ADJUSTED
 DJ4415  ______________________________________________________________________
 DJ4415  GEOID HEIGHT    -        -35.235 (meters)                     GEOID18
 DJ4415  DYNAMIC HEIGHT  -        343.158 (meters)     1125.84  (feet) COMP
 DJ4415  MODELED GRAVITY -    980,429.9   (mgal)                       NAVD 88
 DJ4415
 DJ4415  VERT ORDER      -  SECOND    CLASS I
 DJ4415
 DJ4415.The horizontal coordinates were determined by differentially corrected
 DJ4415.hand held GPS observations or other comparable positioning techniques
 DJ4415.and have an estimated accuracy of +/- 3 meters.
 DJ4415
 DJ4415.The orthometric height was determined by differential leveling and
 DJ4415.adjusted by the WI DEPT OF TRANSP
 DJ4415.in May 2012.
 DJ4415
 DJ4415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4415.GEOID18 height accuracy estimate available here.
 DJ4415
 DJ4415.Click photographs - Photos may exist for this station.
 DJ4415
 DJ4415.The dynamic height is computed by dividing the NAVD 88
 DJ4415.geopotential number by the normal gravity value computed on the
 DJ4415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4415.degrees latitude (g = 980.6199 gals.).
 DJ4415
 DJ4415.The modeled gravity was interpolated from observed gravity values.
 DJ4415
 DJ4415;                    North         East    Units  Estimated Accuracy
 DJ4415;SPC WI C     -    93,955.8     622,428.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4415
 DJ4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8465450831(NAD 83)
 DJ4415
 DJ4415                          SUPERSEDED SURVEY CONTROL
 DJ4415
 DJ4415  NAVD 88 (07/08/08)  343.198  (m)         1125.98   (f) SUPERSEDED  2 1
 DJ4415
 DJ4415.Superseded values are not recommended for survey control.
 DJ4415
 DJ4415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4415.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4415
 DJ4415_MARKER: DD = SURVEY DISK
 DJ4415_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4415_SP_SET: BRIDGE ABUTMENT
 DJ4415_STAMPING: 5G10 2005
 DJ4415_MARK LOGO: WIDT
 DJ4415_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4415+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DJ4415
 DJ4415  HISTORY     - Date     Condition        Report By
 DJ4415  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4415  HISTORY     - 20060406 GOOD             WIDT
 DJ4415  HISTORY     - 20101012 GOOD             WIDT
 DJ4415
 DJ4415                          STATION DESCRIPTION
 DJ4415
 DJ4415'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4415'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 WITH COUNTY
 DJ4415'HIGHWAY C TO THE WEST AND ALTENBURG ROAD TO THE EAST IN THE COMMUNITY
 DJ4415'OF DANCY, GO SOUTH ON STATE HIGHWAY 34 FOR 0.6 MI (1.0 KM) TO A BRIDGE
 DJ4415'OVER THE LITTLE EAU PLEINE FLOWAGE AND THE STATION ON THE RIGHT.  THE
 DJ4415'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4415'SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF THE
 DJ4415'NORTH ABUTMENT OF THE BRIDGE --B-49-92-99--, ABOUT LEVEL WITH THE
 DJ4415'HIGHWAY PAVEMENT.  THE STATION IS 6.8 M (22.3 FT) WEST OF THE
 DJ4415'CENTERLINE OF STATE HIGHWAY 34 AND 3.8 M (12.5 FT) SOUTH OF THE
 DJ4415'SOUTHERNMOST WOOD POST FOR A METAL GUARD RAIL.  ---NOTE---THIS STATION
 DJ4415'IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4415
 DJ4415                          STATION RECOVERY (2010)
 DJ4415
 DJ4415'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4415'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M NORTH OF A
 DJ4415'BRIDGE EXPANSION JOINT AND 4.2 M SOUTH OF A WHITE PLASTIC WITNESS
 DJ4415'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4887 ***********************************************************************
 DJ4887  DESIGNATION -  5G11
 DJ4887  PID         -  DJ4887
 DJ4887  STATE/COUNTY-  WI/MARATHON
 DJ4887  COUNTRY     -  US
 DJ4887  USGS QUAD   -  DANCY (2018)
 DJ4887
 DJ4887                         *CURRENT SURVEY CONTROL
 DJ4887  ______________________________________________________________________
 DJ4887* NAD 83(1986) POSITION- 44 42 45.12   (N) 089 41 57.37   (W)   HD_HELD1
 DJ4887* NAVD 88 ORTHO HEIGHT -   343.945 (meters)     1128.43  (feet) ADJUSTED
 DJ4887  ______________________________________________________________________
 DJ4887  GEOID HEIGHT    -        -35.210 (meters)                     GEOID18
 DJ4887  DYNAMIC HEIGHT  -        343.884 (meters)     1128.23  (feet) COMP
 DJ4887  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 DJ4887
 DJ4887  VERT ORDER      -  SECOND    CLASS I
 DJ4887
 DJ4887.The horizontal coordinates were determined by differentially corrected
 DJ4887.hand held GPS observations or other comparable positioning techniques
 DJ4887.and have an estimated accuracy of +/- 3 meters.
 DJ4887
 DJ4887.The orthometric height was determined by differential leveling and
 DJ4887.adjusted by the WI DEPT OF TRANSP
 DJ4887.in May 2012.
 DJ4887
 DJ4887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4887.GEOID18 height accuracy estimate available here.
 DJ4887
 DJ4887.Click photographs - Photos may exist for this station.
 DJ4887
 DJ4887.The dynamic height is computed by dividing the NAVD 88
 DJ4887.geopotential number by the normal gravity value computed on the
 DJ4887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4887.degrees latitude (g = 980.6199 gals.).
 DJ4887
 DJ4887.The modeled gravity was interpolated from observed gravity values.
 DJ4887
 DJ4887;                    North         East    Units  Estimated Accuracy
 DJ4887;SPC WI C     -    97,739.2     623,828.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4887
 DJ4887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8619454561(NAD 83)
 DJ4887
 DJ4887                          SUPERSEDED SURVEY CONTROL
 DJ4887
 DJ4887  NAVD 88 (07/08/08)  343.924  (m)         1128.36   (f) SUPERSEDED  2 1
 DJ4887
 DJ4887.Superseded values are not recommended for survey control.
 DJ4887
 DJ4887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4887.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4887
 DJ4887_MARKER: DD = SURVEY DISK
 DJ4887_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4887_SP_SET: BRIDGE PARAPET WALL
 DJ4887_STAMPING: 5G11 2005
 DJ4887_MARK LOGO: WIDT
 DJ4887_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4887+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2011
 DJ4887
 DJ4887  HISTORY     - Date     Condition        Report By
 DJ4887  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4887  HISTORY     - 20060404 GOOD             WIDT
 DJ4887  HISTORY     - 20110614 GOOD             WIDT
 DJ4887
 DJ4887                          STATION DESCRIPTION
 DJ4887
 DJ4887'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4887'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DJ4887'HIGHWAY 51 WITH STATE HIGHWAY 34 (EXIT 175) ABOUT 4 MI (6.4 KM) SOUTH
 DJ4887'OF THE CITY OF MOSINEE, GO WEST THEN SOUTH ON STATE HIGHWAY 34 FOR 2.0
 DJ4887'MI (3.2 KM) TO THE BRIDGE OVER LAKE DUBAY AND THE STATION ON THE LEFT.
 DJ4887'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4887'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST
 DJ4887'PARAPET WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-37-187-79--,
 DJ4887'ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DJ4887'
 DJ4887'THE STATION IS 6.6 M (21.7 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4887'34 AND 1.2 M (3.9 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4887
 DJ4887                          STATION RECOVERY (2011)
 DJ4887
 DJ4887'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4887'MONUMENT IS 1.8 M (6.0 FT) SOUTH OF A WITNESS PLAQUE SET ON A TREATED
 DJ4887'WOOD GUARDRAIL POST.
 DJ4887'
 DJ4887'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4932 ***********************************************************************
 DJ4932  DESIGNATION -  5G12
 DJ4932  PID         -  DJ4932
 DJ4932  STATE/COUNTY-  WI/MARATHON
 DJ4932  COUNTRY     -  US
 DJ4932  USGS QUAD   -  EDGAR (2018)
 DJ4932
 DJ4932                         *CURRENT SURVEY CONTROL
 DJ4932  ______________________________________________________________________
 DJ4932* NAD 83(1986) POSITION- 44 54 06.98   (N) 089 55 05.48   (W)   HD_HELD1
 DJ4932* NAVD 88 ORTHO HEIGHT -   378.675 (meters)     1242.37  (feet) ADJUSTED
 DJ4932  ______________________________________________________________________
 DJ4932  GEOID HEIGHT    -        -34.019 (meters)                     GEOID18
 DJ4932  DYNAMIC HEIGHT  -        378.618 (meters)     1242.18  (feet) COMP
 DJ4932  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 DJ4932
 DJ4932  VERT ORDER      -  SECOND    CLASS I
 DJ4932
 DJ4932.The horizontal coordinates were determined by differentially corrected
 DJ4932.hand held GPS observations or other comparable positioning techniques
 DJ4932.and have an estimated accuracy of +/- 3 meters.
 DJ4932
 DJ4932.The orthometric height was determined by differential leveling and
 DJ4932.adjusted by the WI DEPT OF TRANSP
 DJ4932.in May 2012.
 DJ4932
 DJ4932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4932.GEOID18 height accuracy estimate available here.
 DJ4932
 DJ4932.Click photographs - Photos may exist for this station.
 DJ4932
 DJ4932.The dynamic height is computed by dividing the NAVD 88
 DJ4932.geopotential number by the normal gravity value computed on the
 DJ4932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4932.degrees latitude (g = 980.6199 gals.).
 DJ4932
 DJ4932.The modeled gravity was interpolated from observed gravity values.
 DJ4932
 DJ4932;                    North         East    Units  Estimated Accuracy
 DJ4932;SPC WI C     -   118,745.4     606,461.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4932
 DJ4932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6960976200(NAD 83)
 DJ4932
 DJ4932                          SUPERSEDED SURVEY CONTROL
 DJ4932
 DJ4932  NAVD 88 (07/08/08)  378.658  (m)         1242.31   (f) SUPERSEDED  2 1
 DJ4932
 DJ4932.Superseded values are not recommended for survey control.
 DJ4932
 DJ4932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4932.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4932
 DJ4932_MARKER: DD = SURVEY DISK
 DJ4932_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4932_SP_SET: BRIDGE WINGWALL
 DJ4932_STAMPING: 5G12 2005
 DJ4932_MARK LOGO: WIDT
 DJ4932_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4932+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2011
 DJ4932
 DJ4932  HISTORY     - Date     Condition        Report By
 DJ4932  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4932  HISTORY     - 20060508 GOOD             WIDT
 DJ4932  HISTORY     - 20110627 GOOD             WIDT
 DJ4932
 DJ4932                          STATION DESCRIPTION
 DJ4932
 DJ4932'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4932'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4932'HIGHWAY N ABOUT 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF EDGAR, GO EAST
 DJ4932'ON COUNTY HIGHWAY N FOR 1.85 MI (3.0 KM) TO CARDINAL LANE, CONTINUE
 DJ4932'EAST ON COUNTY HIGHWAY N FOR 0.4 MI (0.6 KM) TO A BRIDGE OVER SODA
 DJ4932'CREEK AND THE STATION ON THE LEFT.
 DJ4932'
 DJ4932'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4932'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4932'WING WALL OF THE BRIDGE --B-37-222-86--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4932'PAVEMENT,
 DJ4932'
 DJ4932'6.0 M (19.7 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY NORTH.
 DJ4932'
 DJ4932'---NOTE---NO WITNESS POST SET WITH THIS STATION.
 DJ4932
 DJ4932                          STATION RECOVERY (2011)
 DJ4932
 DJ4932'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4932'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4686 ***********************************************************************
 DJ4686  DESIGNATION -  5G13
 DJ4686  PID         -  DJ4686
 DJ4686  STATE/COUNTY-  WI/MARATHON
 DJ4686  COUNTRY     -  US
 DJ4686  USGS QUAD   -  EDGAR (2018)
 DJ4686
 DJ4686                         *CURRENT SURVEY CONTROL
 DJ4686  ______________________________________________________________________
 DJ4686* NAD 83(1986) POSITION- 44 54 05.81   (N) 089 52 53.65   (W)   HD_HELD1
 DJ4686* NAVD 88 ORTHO HEIGHT -   414.954 (meters)     1361.39  (feet) ADJUSTED
 DJ4686  ______________________________________________________________________
 DJ4686  GEOID HEIGHT    -        -34.118 (meters)                     GEOID18
 DJ4686  DYNAMIC HEIGHT  -        414.893 (meters)     1361.19  (feet) COMP
 DJ4686  MODELED GRAVITY -    980,455.9   (mgal)                       NAVD 88
 DJ4686
 DJ4686  VERT ORDER      -  SECOND    CLASS I
 DJ4686
 DJ4686.The horizontal coordinates were determined by differentially corrected
 DJ4686.hand held GPS observations or other comparable positioning techniques
 DJ4686.and have an estimated accuracy of +/- 3 meters.
 DJ4686
 DJ4686.The orthometric height was determined by differential leveling and
 DJ4686.adjusted by the WI DEPT OF TRANSP
 DJ4686.in May 2012.
 DJ4686
 DJ4686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4686.GEOID18 height accuracy estimate available here.
 DJ4686
 DJ4686.Click photographs - Photos may exist for this station.
 DJ4686
 DJ4686.The dynamic height is computed by dividing the NAVD 88
 DJ4686.geopotential number by the normal gravity value computed on the
 DJ4686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4686.degrees latitude (g = 980.6199 gals.).
 DJ4686
 DJ4686.The modeled gravity was interpolated from observed gravity values.
 DJ4686
 DJ4686;                    North         East    Units  Estimated Accuracy
 DJ4686;SPC WI C     -   118,712.8     609,353.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4686
 DJ4686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7249976061(NAD 83)
 DJ4686
 DJ4686                          SUPERSEDED SURVEY CONTROL
 DJ4686
 DJ4686  NAVD 88 (07/08/08)  414.937  (m)         1361.34   (f) SUPERSEDED  2 1
 DJ4686
 DJ4686.Superseded values are not recommended for survey control.
 DJ4686
 DJ4686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4686.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4686
 DJ4686_MARKER: DD = SURVEY DISK
 DJ4686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4686_STAMPING: 5G13 2005
 DJ4686_MARK LOGO: WIDT
 DJ4686_PROJECTION: FLUSH
 DJ4686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4686+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2011
 DJ4686
 DJ4686  HISTORY     - Date     Condition        Report By
 DJ4686  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4686  HISTORY     - 20060506 GOOD             WIDT
 DJ4686  HISTORY     - 20110627 GOOD             WIDT
 DJ4686
 DJ4686                          STATION DESCRIPTION
 DJ4686
 DJ4686'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4686'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107 WITH
 DJ4686'COUNTY HIGHWAY N ABOUT 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF MARATHON
 DJ4686'CITY, GO WEST ON COUNTY HIGHWAY N FOR 1.0 MI (1.6 KM) TO PARTRIDGE
 DJ4686'LANE, CONTINUE WEST ON COUNTY HIGHWAY N FOR 0.75 MI (1.2 KM) TO THE
 DJ4686'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4686'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4686'A 40-CM (16 INCH) DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 1.0 M
 DJ4686'(3.3 FT) DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DJ4686'HIGHWAY PAVEMENT.  THE STATION IS 11.9 M (39.0 FT) SOUTH OF THE
 DJ4686'CENTERLINE OF COUNTY HIGHWAY NORTH, 22.4 M (73.5 FT) SOUTHWEST OF A
 DJ4686'WOOD POST FOR A --JCT COUNTY S-- SIGN, 9 M (29.5 FT) EAST OF A FIELD
 DJ4686'ENTRANCE, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A
 DJ4686'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4686'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4686
 DJ4686                          STATION RECOVERY (2011)
 DJ4686
 DJ4686'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4686'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4685 ***********************************************************************
 DJ4685  DESIGNATION -  5G14
 DJ4685  PID         -  DJ4685
 DJ4685  STATE/COUNTY-  WI/MARATHON
 DJ4685  COUNTRY     -  US
 DJ4685  USGS QUAD   -  MARATHON (2018)
 DJ4685
 DJ4685                         *CURRENT SURVEY CONTROL
 DJ4685  ______________________________________________________________________
 DJ4685* NAD 83(1986) POSITION- 44 54 06.01   (N) 089 50 33.02   (W)   HD_HELD1
 DJ4685* NAVD 88 ORTHO HEIGHT -   432.101 (meters)     1417.65  (feet) ADJUSTED
 DJ4685  ______________________________________________________________________
 DJ4685  GEOID HEIGHT    -        -34.221 (meters)                     GEOID18
 DJ4685  DYNAMIC HEIGHT  -        432.036 (meters)     1417.44  (feet) COMP
 DJ4685  MODELED GRAVITY -    980,455.0   (mgal)                       NAVD 88
 DJ4685
 DJ4685  VERT ORDER      -  SECOND    CLASS I
 DJ4685
 DJ4685.The horizontal coordinates were determined by differentially corrected
 DJ4685.hand held GPS observations or other comparable positioning techniques
 DJ4685.and have an estimated accuracy of +/- 3 meters.
 DJ4685
 DJ4685.The orthometric height was determined by differential leveling and
 DJ4685.adjusted by the WI DEPT OF TRANSP
 DJ4685.in May 2012.
 DJ4685
 DJ4685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4685.GEOID18 height accuracy estimate available here.
 DJ4685
 DJ4685.Click photographs - Photos may exist for this station.
 DJ4685
 DJ4685.The dynamic height is computed by dividing the NAVD 88
 DJ4685.geopotential number by the normal gravity value computed on the
 DJ4685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4685.degrees latitude (g = 980.6199 gals.).
 DJ4685
 DJ4685.The modeled gravity was interpolated from observed gravity values.
 DJ4685
 DJ4685;                    North         East    Units  Estimated Accuracy
 DJ4685;SPC WI C     -   118,724.3     612,438.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4685
 DJ4685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7558375958(NAD 83)
 DJ4685
 DJ4685                          SUPERSEDED SURVEY CONTROL
 DJ4685
 DJ4685  NAVD 88 (07/08/08)  432.083  (m)         1417.59   (f) SUPERSEDED  2 1
 DJ4685
 DJ4685.Superseded values are not recommended for survey control.
 DJ4685
 DJ4685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4685.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4685
 DJ4685_MARKER: DD = SURVEY DISK
 DJ4685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4685_STAMPING: 5G14 2005
 DJ4685_MARK LOGO: WIDT
 DJ4685_PROJECTION: FLUSH
 DJ4685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4685+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DJ4685
 DJ4685  HISTORY     - Date     Condition        Report By
 DJ4685  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4685  HISTORY     - 20060710 GOOD             WIDT
 DJ4685  HISTORY     - 20110622 GOOD             WIDT
 DJ4685
 DJ4685                          STATION DESCRIPTION
 DJ4685
 DJ4685'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4685'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107 WITH
 DJ4685'COUNTY HIGHWAY N ABOUT 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF MARATHON
 DJ4685'CITY, GO EAST ON COUNTY HIGHWAY N FOR 0.1 MI (0.2 KM) TO THE STATION
 DJ4685'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4685'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4685'A 40-CM (16 INCH) DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 1.5 M
 DJ4685'(4.9 FT) DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DJ4685'HIGHWAY PAVEMENT.  THE STATION IS 12.7 M (41.7 FT) NORTH OF THE
 DJ4685'CENTERLINE OF COUNTY HIGHWAY NORTH, 41.2 M (135.2 FT) EAST OF A WOOD
 DJ4685'POST FOR A --JCT 107-- SIGN, 23.1 M (75.8 FT) NORTHWEST OF A WOOD POST
 DJ4685'FOR A --STOP AHEAD-- SIGN, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DJ4685'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4685'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4685'HORIZON.
 DJ4685
 DJ4685                          STATION RECOVERY (2011)
 DJ4685
 DJ4685'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4685'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4684 ***********************************************************************
 DJ4684  DESIGNATION -  5G15
 DJ4684  PID         -  DJ4684
 DJ4684  STATE/COUNTY-  WI/MARATHON
 DJ4684  COUNTRY     -  US
 DJ4684  USGS QUAD   -  MARATHON (2018)
 DJ4684
 DJ4684                         *CURRENT SURVEY CONTROL
 DJ4684  ______________________________________________________________________
 DJ4684* NAD 83(1986) POSITION- 44 53 13.61   (N) 089 47 16.66   (W)   HD_HELD1
 DJ4684* NAVD 88 ORTHO HEIGHT -   392.358 (meters)     1287.26  (feet) ADJUSTED
 DJ4684  ______________________________________________________________________
 DJ4684  GEOID HEIGHT    -        -34.447 (meters)                     GEOID18
 DJ4684  DYNAMIC HEIGHT  -        392.297 (meters)     1287.06  (feet) COMP
 DJ4684  MODELED GRAVITY -    980,449.1   (mgal)                       NAVD 88
 DJ4684
 DJ4684  VERT ORDER      -  SECOND    CLASS I
 DJ4684
 DJ4684.The horizontal coordinates were determined by differentially corrected
 DJ4684.hand held GPS observations or other comparable positioning techniques
 DJ4684.and have an estimated accuracy of +/- 3 meters.
 DJ4684
 DJ4684.The orthometric height was determined by differential leveling and
 DJ4684.adjusted by the WI DEPT OF TRANSP
 DJ4684.in May 2012.
 DJ4684
 DJ4684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4684.GEOID18 height accuracy estimate available here.
 DJ4684
 DJ4684.Click photographs - Photos may exist for this station.
 DJ4684
 DJ4684.The dynamic height is computed by dividing the NAVD 88
 DJ4684.geopotential number by the normal gravity value computed on the
 DJ4684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4684.degrees latitude (g = 980.6199 gals.).
 DJ4684
 DJ4684.The modeled gravity was interpolated from observed gravity values.
 DJ4684
 DJ4684;                    North         East    Units  Estimated Accuracy
 DJ4684;SPC WI C     -   117,116.6     616,750.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4684
 DJ4684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7983474191(NAD 83)
 DJ4684
 DJ4684                          SUPERSEDED SURVEY CONTROL
 DJ4684
 DJ4684  NAVD 88 (07/08/08)  392.340  (m)         1287.20   (f) SUPERSEDED  2 1
 DJ4684
 DJ4684.Superseded values are not recommended for survey control.
 DJ4684
 DJ4684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4684.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4684
 DJ4684_MARKER: DD = SURVEY DISK
 DJ4684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4684_STAMPING: 5G15 2005
 DJ4684_MARK LOGO: WIDT
 DJ4684_PROJECTION: FLUSH
 DJ4684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4684+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DJ4684
 DJ4684  HISTORY     - Date     Condition        Report By
 DJ4684  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4684  HISTORY     - 20060505 GOOD             WIDT
 DJ4684  HISTORY     - 20110622 GOOD             WIDT
 DJ4684
 DJ4684                          STATION DESCRIPTION
 DJ4684
 DJ4684'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4684'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DJ4684'HIGHWAY O ABOUT 4 MI (6.4 KM) SOUTHEAST OF THE VILLAGE OF MARATHON
 DJ4684'CITY, GO WEST ON COUNTY HIGHWAY N FOR 1.0 MI (1.6 KM) TO CENTER ROAD
 DJ4684'ON THE LEFT, TURN LEFT AND GO SOUTH ON CENTER ROAD FOR 1.0 MI (1.6 KM)
 DJ4684'TO ALPINE ROAD AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4684'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4684'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4684'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DJ4684'PAVEMENT.  THE STATION IS 6.6 M (21.7 FT) NORTH OF THE CENTERLINE OF
 DJ4684'ALPINE ROAD, 41.6 M (136.5 FT) NORTHWEST OF A POWER POLE --2806
 DJ4684'27W1--, 29.6 M (97.1 FT) EAST OF THE CENTERLINE OF CENTER ROAD, 24.5 M
 DJ4684'(80.4 FT) SOUTHEAST OF A TELEPHONE PEDESTAL --1246 LP5--, AND 1.0 M
 DJ4684'(3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS
 DJ4684'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4684'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4684
 DJ4684                          STATION RECOVERY (2011)
 DJ4684
 DJ4684'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4684'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4683 ***********************************************************************
 DJ4683  DESIGNATION -  5G16
 DJ4683  PID         -  DJ4683
 DJ4683  STATE/COUNTY-  WI/MARATHON
 DJ4683  COUNTRY     -  US
 DJ4683  USGS QUAD   -  MARATHON (2018)
 DJ4683
 DJ4683                         *CURRENT SURVEY CONTROL
 DJ4683  ______________________________________________________________________
 DJ4683* NAD 83(1986) POSITION- 44 54 06.42   (N) 089 45 34.85   (W)   HD_HELD1
 DJ4683* NAVD 88 ORTHO HEIGHT -   393.770 (meters)     1291.89  (feet) ADJUSTED
 DJ4683  ______________________________________________________________________
 DJ4683  GEOID HEIGHT    -        -34.454 (meters)                     GEOID18
 DJ4683  DYNAMIC HEIGHT  -        393.709 (meters)     1291.69  (feet) COMP
 DJ4683  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 DJ4683
 DJ4683  VERT ORDER      -  SECOND    CLASS I
 DJ4683
 DJ4683.The horizontal coordinates were determined by differentially corrected
 DJ4683.hand held GPS observations or other comparable positioning techniques
 DJ4683.and have an estimated accuracy of +/- 3 meters.
 DJ4683
 DJ4683.The orthometric height was determined by differential leveling and
 DJ4683.adjusted by the WI DEPT OF TRANSP
 DJ4683.in May 2012.
 DJ4683
 DJ4683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4683.GEOID18 height accuracy estimate available here.
 DJ4683
 DJ4683.Click photographs - Photos may exist for this station.
 DJ4683
 DJ4683.The dynamic height is computed by dividing the NAVD 88
 DJ4683.geopotential number by the normal gravity value computed on the
 DJ4683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4683.degrees latitude (g = 980.6199 gals.).
 DJ4683
 DJ4683.The modeled gravity was interpolated from observed gravity values.
 DJ4683
 DJ4683;                    North         East    Units  Estimated Accuracy
 DJ4683;SPC WI C     -   118,752.9     618,979.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4683
 DJ4683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8212375745(NAD 83)
 DJ4683
 DJ4683                          SUPERSEDED SURVEY CONTROL
 DJ4683
 DJ4683  NAVD 88 (07/08/08)  393.751  (m)         1291.83   (f) SUPERSEDED  2 1
 DJ4683
 DJ4683.Superseded values are not recommended for survey control.
 DJ4683
 DJ4683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4683.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4683
 DJ4683_MARKER: DD = SURVEY DISK
 DJ4683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4683_STAMPING: 5G16 2005
 DJ4683_MARK LOGO: WIDT
 DJ4683_PROJECTION: FLUSH
 DJ4683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4683+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DJ4683
 DJ4683  HISTORY     - Date     Condition        Report By
 DJ4683  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4683  HISTORY     - 20060503 GOOD             WIDT
 DJ4683  HISTORY     - 20110622 GOOD             WIDT
 DJ4683
 DJ4683                          STATION DESCRIPTION
 DJ4683
 DJ4683'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4683'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DJ4683'HIGHWAY O ABOUT 3 MI (4.8 KM) SOUTHEAST OF THE VILLAGE OF MARATHON
 DJ4683'CITY, GO EAST ON COUNTY HIGHWAY N FOR 0.4 MI (0.6 KM) TO THE STATION
 DJ4683'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4683'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4683'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4683'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4683'IS 12.6 M (41.3 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY NORTH,
 DJ4683'30 M (98.4 FT) WEST OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH,
 DJ4683'SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4683'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4683'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4683
 DJ4683                          STATION RECOVERY (2011)
 DJ4683
 DJ4683'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4683'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4682 ***********************************************************************
 DJ4682  DESIGNATION -  5G17
 DJ4682  PID         -  DJ4682
 DJ4682  STATE/COUNTY-  WI/MARATHON
 DJ4682  COUNTRY     -  US
 DJ4682  USGS QUAD   -  WAUSAU WEST (2018)
 DJ4682
 DJ4682                         *CURRENT SURVEY CONTROL
 DJ4682  ______________________________________________________________________
 DJ4682* NAD 83(1986) POSITION- 44 54 06.52   (N) 089 43 20.49   (W)   HD_HELD1
 DJ4682* NAVD 88 ORTHO HEIGHT -   395.899 (meters)     1298.88  (feet) ADJUSTED
 DJ4682  ______________________________________________________________________
 DJ4682  GEOID HEIGHT    -        -34.557 (meters)                     GEOID18
 DJ4682  DYNAMIC HEIGHT  -        395.839 (meters)     1298.68  (feet) COMP
 DJ4682  MODELED GRAVITY -    980,454.4   (mgal)                       NAVD 88
 DJ4682
 DJ4682  VERT ORDER      -  SECOND    CLASS I
 DJ4682
 DJ4682.The horizontal coordinates were determined by differentially corrected
 DJ4682.hand held GPS observations or other comparable positioning techniques
 DJ4682.and have an estimated accuracy of +/- 3 meters.
 DJ4682
 DJ4682.The orthometric height was determined by differential leveling and
 DJ4682.adjusted by the WI DEPT OF TRANSP
 DJ4682.in May 2012.
 DJ4682
 DJ4682.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4682.GEOID18 height accuracy estimate available here.
 DJ4682
 DJ4682.Click photographs - Photos may exist for this station.
 DJ4682
 DJ4682.The dynamic height is computed by dividing the NAVD 88
 DJ4682.geopotential number by the normal gravity value computed on the
 DJ4682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4682.degrees latitude (g = 980.6199 gals.).
 DJ4682
 DJ4682.The modeled gravity was interpolated from observed gravity values.
 DJ4682
 DJ4682;                    North         East    Units  Estimated Accuracy
 DJ4682;SPC WI C     -   118,765.4     621,927.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4682
 DJ4682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8506975648(NAD 83)
 DJ4682
 DJ4682                          SUPERSEDED SURVEY CONTROL
 DJ4682
 DJ4682  NAVD 88 (07/08/08)  395.881  (m)         1298.82   (f) SUPERSEDED  2 1
 DJ4682
 DJ4682.Superseded values are not recommended for survey control.
 DJ4682
 DJ4682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4682.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4682
 DJ4682_MARKER: DD = SURVEY DISK
 DJ4682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4682_STAMPING: 5G17 2005
 DJ4682_MARK LOGO: WIDT
 DJ4682_PROJECTION: FLUSH
 DJ4682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4682+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DJ4682
 DJ4682  HISTORY     - Date     Condition        Report By
 DJ4682  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4682  HISTORY     - 20060503 GOOD             WIDT
 DJ4682  HISTORY     - 20110620 GOOD             WIDT
 DJ4682  HISTORY     - 20110622 GOOD             WIDT
 DJ4682
 DJ4682                          STATION DESCRIPTION
 DJ4682
 DJ4682'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4682'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51 AND STATE
 DJ4682'HIGHWAY 29 WITH COUNTY HIGHWAY N (EXIT 188) IN THE VILLAGE OF RIB
 DJ4682'MOUNTAIN, GO WEST ON COUNTY HIGHWAY N FOR 0.2 MI (0.3 KM) TO THE
 DJ4682'JUNCTION OF COUNTY HIGHWAY R ON THE RIGHT AND COUNTY HIGHWAY N ON THE
 DJ4682'LEFT, TURN LEFT AND GO SOUTH THEN WEST ON COUNTY HIGHWAY N FOR 1.15 MI
 DJ4682'(1.9 KM) TO COUNTY HIGHWAY KK (BITTERSWEET ROAD), CONTINUE WEST ON
 DJ4682'COUNTY HIGHWAY N (SOUTH MOUNTAIN ROAD) FOR 2.5 MI (4.0 KM) TO
 DJ4682'THORNAPPLE ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY HIGHWAY N (SOUTH
 DJ4682'MOUNTAIN ROAD) FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4682'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4682'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4682'DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 0.8 M (2.6 FT) DEEP),
 DJ4682'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 DJ4682'PAVEMENT.  THE STATION IS 13.7 M (44.9 FT) NORTH OF THE CENTERLINE OF
 DJ4682'COUNTY HIGHWAY N (SOUTH MOUNTAIN ROAD), 72 M (236.2 FT) WEST OF THE
 DJ4682'CENTERLINE OF THORNAPPLE ROAD, 68 M (223.1 FT) WEST OF A WOOD POST FOR
 DJ4682'A --STOP-- SIGN, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF
 DJ4682'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS CURRENTLY NOT
 DJ4682'SUITABLE FOR GPS OBSERVATIONS.
 DJ4682
 DJ4682                          STATION RECOVERY (2011)
 DJ4682
 DJ4682'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4682'CORRECT LONGITUDE TO 21 SECONDS
 DJ4682'
 DJ4682'RECOVERED IN GOOD CONDITION
 DJ4682
 DJ4682                          STATION RECOVERY (2011)
 DJ4682
 DJ4682'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4682'CORRECT LONGITUDE TO 21 SECONDS
 DJ4682'
 DJ4682'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4681 ***********************************************************************
 DJ4681  DESIGNATION -  5G18
 DJ4681  PID         -  DJ4681
 DJ4681  STATE/COUNTY-  WI/MARATHON
 DJ4681  COUNTRY     -  US
 DJ4681  USGS QUAD   -  WAUSAU WEST (2018)
 DJ4681
 DJ4681                         *CURRENT SURVEY CONTROL
 DJ4681  ______________________________________________________________________
 DJ4681* NAD 83(1986) POSITION- 44 56 00.88   (N) 089 42 06.27   (W)   HD_HELD1
 DJ4681* NAVD 88 ORTHO HEIGHT -   368.255 (meters)     1208.18  (feet) ADJUSTED
 DJ4681  ______________________________________________________________________
 DJ4681  GEOID HEIGHT    -        -34.469 (meters)                     GEOID18
 DJ4681  DYNAMIC HEIGHT  -        368.202 (meters)     1208.01  (feet) COMP
 DJ4681  MODELED GRAVITY -    980,461.2   (mgal)                       NAVD 88
 DJ4681
 DJ4681  VERT ORDER      -  SECOND    CLASS I
 DJ4681
 DJ4681.The horizontal coordinates were determined by differentially corrected
 DJ4681.hand held GPS observations or other comparable positioning techniques
 DJ4681.and have an estimated accuracy of +/- 3 meters.
 DJ4681
 DJ4681.The orthometric height was determined by differential leveling and
 DJ4681.adjusted by the WI DEPT OF TRANSP
 DJ4681.in May 2012.
 DJ4681
 DJ4681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4681.GEOID18 height accuracy estimate available here.
 DJ4681
 DJ4681.Click photographs - Photos may exist for this station.
 DJ4681
 DJ4681.The dynamic height is computed by dividing the NAVD 88
 DJ4681.geopotential number by the normal gravity value computed on the
 DJ4681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4681.degrees latitude (g = 980.6199 gals.).
 DJ4681
 DJ4681.The modeled gravity was interpolated from observed gravity values.
 DJ4681
 DJ4681;                    North         East    Units  Estimated Accuracy
 DJ4681;SPC WI C     -   122,301.2     623,542.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4681
 DJ4681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8681579123(NAD 83)
 DJ4681
 DJ4681                          SUPERSEDED SURVEY CONTROL
 DJ4681
 DJ4681  NAVD 88 (07/08/08)  368.236  (m)         1208.12   (f) SUPERSEDED  2 1
 DJ4681
 DJ4681.Superseded values are not recommended for survey control.
 DJ4681
 DJ4681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4681.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4681
 DJ4681_MARKER: DD = SURVEY DISK
 DJ4681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4681_STAMPING: 5G18 2005
 DJ4681_MARK LOGO: WIDT
 DJ4681_PROJECTION: FLUSH
 DJ4681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4681+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2011
 DJ4681
 DJ4681  HISTORY     - Date     Condition        Report By
 DJ4681  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4681  HISTORY     - 20060429 GOOD             WIDT
 DJ4681  HISTORY     - 20110613 GOOD             WIDT
 DJ4681
 DJ4681                          STATION DESCRIPTION
 DJ4681
 DJ4681'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4681'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51 AND STATE
 DJ4681'HIGHWAY 29 WITH COUNTY HIGHWAY NN (EXIT 190) IN THE VILLAGE OF RIB
 DJ4681'MOUNTAIN, GO WEST ON COUNTY HIGHWAY NN (NORTH MOUNTAIN ROAD) FOR 0.15
 DJ4681'MI (0.2 KM) TO COUNTY HIGHWAY R, CONTINUE WEST ON COUNTY HIGHWAY NN
 DJ4681'(NORTH MOUNTAIN ROAD) FOR 1.65 MI (2.7 KM) TO SPRINGBROOK DRIVE ON THE
 DJ4681'LEFT AND NUTHATCH LANE ON THE RIGHT, TURN LEFT AND GO SOUTH ON
 DJ4681'SPRINGBROOK DRIVE FOR 0.05 MI (0.1 KM) TO ST.FRANCIS WAY ON THE LEFT
 DJ4681'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DJ4681'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4681'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4681'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DJ4681'THE STATION IS 10.8 M (35.4 FT) SOUTHEAST OF THE CENTERLINE OF
 DJ4681'SPRINGBROOK DRIVE, 11.7 M (38.4 FT) SOUTHWEST OF THE CENTERLINE OF
 DJ4681'ST.FRANCIS WAY, 37.8 M (124.0 FT) NORTHEAST OF A TELEPHONE PEDESTAL,
 DJ4681'3.1 M (10.2 FT) SOUTHWEST OF A YELLOW FIBERGLASS WITNESS POST
 DJ4681'--WARNING GAS PIPELINE--, AND 1.0 M (3.3 FT) EAST AND WEST OF A WHITE
 DJ4681'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4681'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DJ4681'FOR TREES TO THE NORTHEAST AND NORTHWEST OF THE STATION EXTENDING TO
 DJ4681'25 DEGREES ABOVE THE HORIZON.
 DJ4681
 DJ4681                          STATION RECOVERY (2011)
 DJ4681
 DJ4681'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4681'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4840 ***********************************************************************
 DJ4840  DESIGNATION -  5G19
 DJ4840  PID         -  DJ4840
 DJ4840  STATE/COUNTY-  WI/MARATHON
 DJ4840  COUNTRY     -  US
 DJ4840  USGS QUAD   -  WAUSAU WEST (2018)
 DJ4840
 DJ4840                         *CURRENT SURVEY CONTROL
 DJ4840  ______________________________________________________________________
 DJ4840* NAD 83(1986) POSITION- 44 55 50.12   (N) 089 39 51.00   (W)   HD_HELD1
 DJ4840* NAVD 88 ORTHO HEIGHT -   366.843 (meters)     1203.55  (feet) ADJUSTED
 DJ4840  ______________________________________________________________________
 DJ4840  GEOID HEIGHT    -        -34.582 (meters)                     GEOID18
 DJ4840  DYNAMIC HEIGHT  -        366.789 (meters)     1203.37  (feet) COMP
 DJ4840  MODELED GRAVITY -    980,460.6   (mgal)                       NAVD 88
 DJ4840
 DJ4840  VERT ORDER      -  SECOND    CLASS I
 DJ4840
 DJ4840.The horizontal coordinates were determined by differentially corrected
 DJ4840.hand held GPS observations or other comparable positioning techniques
 DJ4840.and have an estimated accuracy of +/- 3 meters.
 DJ4840
 DJ4840.The orthometric height was determined by differential leveling and
 DJ4840.adjusted by the WI DEPT OF TRANSP
 DJ4840.in May 2012.
 DJ4840
 DJ4840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4840.GEOID18 height accuracy estimate available here.
 DJ4840
 DJ4840.Click photographs - Photos may exist for this station.
 DJ4840
 DJ4840.The dynamic height is computed by dividing the NAVD 88
 DJ4840.geopotential number by the normal gravity value computed on the
 DJ4840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4840.degrees latitude (g = 980.6199 gals.).
 DJ4840
 DJ4840.The modeled gravity was interpolated from observed gravity values.
 DJ4840
 DJ4840;                    North         East    Units  Estimated Accuracy
 DJ4840;SPC WI C     -   121,980.6     626,509.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4840
 DJ4840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8976978692(NAD 83)
 DJ4840
 DJ4840                          SUPERSEDED SURVEY CONTROL
 DJ4840
 DJ4840  NAVD 88 (07/08/08)  366.823  (m)         1203.49   (f) SUPERSEDED  2 1
 DJ4840
 DJ4840.Superseded values are not recommended for survey control.
 DJ4840
 DJ4840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4840.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4840
 DJ4840_MARKER: DD = SURVEY DISK
 DJ4840_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4840_SP_SET: BRIDGE PARAPET WALL
 DJ4840_STAMPING: 5G19 2005
 DJ4840_MARK LOGO: WIDT
 DJ4840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4840+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2011
 DJ4840
 DJ4840  HISTORY     - Date     Condition        Report By
 DJ4840  HISTORY     - 2006     MONUMENTED       WIDT
 DJ4840  HISTORY     - 20060429 GOOD             WIDT
 DJ4840  HISTORY     - 20110608 GOOD             WIDT
 DJ4840
 DJ4840                          STATION DESCRIPTION
 DJ4840
 DJ4840'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4840'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N (NORTH
 DJ4840'MOUNTAIN ROAD) WITH COUNTY HIGHWAY NN (RIB MOUNTAIN DRIVE) IN THE
 DJ4840'VILLAGE OF RIB MOUNTAIN, GO SOUTHEAST ON COUNTY HIGHWAY NN (RIB
 DJ4840'MOUNTAIN DRIVE) FOR 0.2 MI (0.3 KM) TO ROBIN LANE, TURN RIGHT AND GO
 DJ4840'WEST ON ROBIN LANE FOR 0.4 MI (0.6 KM) TO THE WEST END OF THE BRIDGE
 DJ4840'OVER US HIGHWAY 51 AND THE STATION ON THE LEFT.
 DJ4840'
 DJ4840'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4840'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH
 DJ4840'PARAPET WALL OF THE WEST ABUTMENT OF THE BRIDGE --B-37-342--, ABOUT 1
 DJ4840'M (3.3 FT) ABOVE THE STREET PAVEMENT.
 DJ4840'
 DJ4840'THE STATION IS 5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF ROBIN LANE,
 DJ4840'9.5 M (31.2 FT) NORTH-NORTHEAST OF A POWER POLE --30--, AND 2 M (6.6
 DJ4840'FT) NORTH OF THE CENTER OF A SIDEWALK.
 DJ4840
 DJ4840                          STATION RECOVERY (2011)
 DJ4840
 DJ4840'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4840'NOTE - - MONUMENT IS 0.30 M (1 FT) EAST OF WITNESS PLAQUE ON TREATED
 DJ4840'WOOD GUARDRAIL POST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4839 ***********************************************************************
 DJ4839  DESIGNATION -  5G20
 DJ4839  PID         -  DJ4839
 DJ4839  STATE/COUNTY-  WI/MARATHON
 DJ4839  COUNTRY     -  US
 DJ4839  USGS QUAD   -  WAUSAU WEST (2018)
 DJ4839
 DJ4839                         *CURRENT SURVEY CONTROL
 DJ4839  ______________________________________________________________________
 DJ4839* NAD 83(1986) POSITION- 44 56 39.34   (N) 089 39 18.77   (W)   HD_HELD1
 DJ4839* NAVD 88 ORTHO HEIGHT -   362.424 (meters)     1189.05  (feet) ADJUSTED
 DJ4839  ______________________________________________________________________
 DJ4839  GEOID HEIGHT    -        -34.546 (meters)                     GEOID18
 DJ4839  DYNAMIC HEIGHT  -        362.372 (meters)     1188.88  (feet) COMP
 DJ4839  MODELED GRAVITY -    980,462.0   (mgal)                       NAVD 88
 DJ4839
 DJ4839  VERT ORDER      -  SECOND    CLASS I
 DJ4839
 DJ4839.The horizontal coordinates were determined by differentially corrected
 DJ4839.hand held GPS observations or other comparable positioning techniques
 DJ4839.and have an estimated accuracy of +/- 3 meters.
 DJ4839
 DJ4839.The orthometric height was determined by differential leveling and
 DJ4839.adjusted by the WI DEPT OF TRANSP
 DJ4839.in May 2012.
 DJ4839
 DJ4839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4839.GEOID18 height accuracy estimate available here.
 DJ4839
 DJ4839.Click photographs - Photos may exist for this station.
 DJ4839
 DJ4839.The dynamic height is computed by dividing the NAVD 88
 DJ4839.geopotential number by the normal gravity value computed on the
 DJ4839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4839.degrees latitude (g = 980.6199 gals.).
 DJ4839
 DJ4839.The modeled gravity was interpolated from observed gravity values.
 DJ4839
 DJ4839;                    North         East    Units  Estimated Accuracy
 DJ4839;SPC WI C     -   123,502.9     627,210.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4839
 DJ4839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9052580188(NAD 83)
 DJ4839
 DJ4839                          SUPERSEDED SURVEY CONTROL
 DJ4839
 DJ4839  NAVD 88 (07/08/08)  362.405  (m)         1188.99   (f) SUPERSEDED  2 1
 DJ4839
 DJ4839.Superseded values are not recommended for survey control.
 DJ4839
 DJ4839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4839.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4839
 DJ4839_MARKER: DD = SURVEY DISK
 DJ4839_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4839_SP_SET: BRIDGE PARAPET WALL
 DJ4839_STAMPING: 5G20 2005
 DJ4839_MARK LOGO: WIDT
 DJ4839_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4839+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2011
 DJ4839
 DJ4839  HISTORY     - Date     Condition        Report By
 DJ4839  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4839  HISTORY     - 20060429 GOOD             WIDT
 DJ4839  HISTORY     - 20110613 GOOD             WIDT
 DJ4839
 DJ4839                          STATION DESCRIPTION
 DJ4839
 DJ4839'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4839'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N (NORTH
 DJ4839'MOUNTAIN ROAD) WITH COUNTY HIGHWAY NN (RIB MOUNTAIN DRIVE) IN THE
 DJ4839'VILLAGE OF RIB MOUNTAIN, GO NORTH ON COUNTY HIGHWAY N (RIB MOUNTAIN
 DJ4839'DRIVE) FOR 0.8 MI (1.3 KM) TO THE NORTH END OF THE BRIDGE OVER LAKE
 DJ4839'WAUSAU AND THE STATION ON THE RIGHT.
 DJ4839'
 DJ4839'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4839'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST
 DJ4839'PARAPET WALL OF THE NORTH ABUTMENT OF THE BRIDGE, ABOUT 1 M (3.3 FT)
 DJ4839'ABOVE THE STREET PAVEMENT.
 DJ4839'
 DJ4839'THE STATION IS 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF COUNTY
 DJ4839'HIGHWAY N AND 1.6 M (5.2 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4839
 DJ4839                          STATION RECOVERY (2011)
 DJ4839
 DJ4839'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4839'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4929 ***********************************************************************
 DJ4929  DESIGNATION -  5G22
 DJ4929  PID         -  DJ4929
 DJ4929  STATE/COUNTY-  WI/MARATHON
 DJ4929  COUNTRY     -  US
 DJ4929  USGS QUAD   -  WAUSAU EAST (2018)
 DJ4929
 DJ4929                         *CURRENT SURVEY CONTROL
 DJ4929  ______________________________________________________________________
 DJ4929* NAD 83(1986) POSITION- 44 54 37.99   (N) 089 36 23.35   (W)   HD_HELD1
 DJ4929* NAVD 88 ORTHO HEIGHT -   360.276 (meters)     1182.01  (feet) ADJUSTED
 DJ4929  ______________________________________________________________________
 DJ4929  GEOID HEIGHT    -        -34.789 (meters)                     GEOID18
 DJ4929  DYNAMIC HEIGHT  -        360.223 (meters)     1181.83  (feet) COMP
 DJ4929  MODELED GRAVITY -    980,460.2   (mgal)                       NAVD 88
 DJ4929
 DJ4929  VERT ORDER      -  SECOND    CLASS I
 DJ4929
 DJ4929.The horizontal coordinates were determined by differentially corrected
 DJ4929.hand held GPS observations or other comparable positioning techniques
 DJ4929.and have an estimated accuracy of +/- 3 meters.
 DJ4929
 DJ4929.The orthometric height was determined by differential leveling and
 DJ4929.adjusted by the WI DEPT OF TRANSP
 DJ4929.in May 2012.
 DJ4929
 DJ4929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4929.GEOID18 height accuracy estimate available here.
 DJ4929
 DJ4929.Click photographs - Photos may exist for this station.
 DJ4929
 DJ4929.The dynamic height is computed by dividing the NAVD 88
 DJ4929.geopotential number by the normal gravity value computed on the
 DJ4929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4929.degrees latitude (g = 980.6199 gals.).
 DJ4929
 DJ4929.The modeled gravity was interpolated from observed gravity values.
 DJ4929
 DJ4929;                    North         East    Units  Estimated Accuracy
 DJ4929;SPC WI C     -   119,774.6     631,073.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4929
 DJ4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9424976319(NAD 83)
 DJ4929
 DJ4929                          SUPERSEDED SURVEY CONTROL
 DJ4929
 DJ4929  NAVD 88 (07/08/08)  360.255  (m)         1181.94   (f) SUPERSEDED  2 1
 DJ4929
 DJ4929.Superseded values are not recommended for survey control.
 DJ4929
 DJ4929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4929.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4929
 DJ4929_MARKER: DD = SURVEY DISK
 DJ4929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ4929_SP_SET: BRIDGE FACE
 DJ4929_STAMPING: 5G22 2005
 DJ4929_MARK LOGO: WIDT
 DJ4929_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4929+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DJ4929
 DJ4929  HISTORY     - Date     Condition        Report By
 DJ4929  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4929  HISTORY     - 20060620 GOOD             WIDT
 DJ4929
 DJ4929                          STATION DESCRIPTION
 DJ4929
 DJ4929'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4929'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH
 DJ4929'BUSINESS HIGHWAY 51 (EXIT 171) IN THE VILLAGE OF ROTHSCHILD, GO NORTH
 DJ4929'ON BUSINESS HIGHWAY 51 (GRAND AVENUE) FOR 1.1 MI (1.8 KM) TO SCHOFIELD
 DJ4929'AVENUE, TURN LEFT AND CONTINUE WESTERLY ON BUSINESS HIGHWAY 51
 DJ4929'(SCHOFIELD AVENUE) FOR 0.15 MI (0.2 KM) TO A RAILROAD OVERPASS BRIDGE
 DJ4929'AND THE STATION ON THE RIGHT.
 DJ4929'
 DJ4929'THIS STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4929'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE SOUTHEAST
 DJ4929'FACE OF THE NORTH END OF THE RAILROAD BRIDGE --B-37-172-77--, ABOUT 1
 DJ4929'M (3.3 FT) ABOVE THE STREET PAVEMENT.
 DJ4929'
 DJ4929'THE STATION IS 13.8 M (45.3 FT) NORTHEAST OF THE CENTERLINE OF
 DJ4929'BUSINESS HIGHWAY 51 (SCHOFIELD AVENUE) AND 18.1 M (59.4 FT) NORTHWEST
 DJ4929'OF THE CENTERLINE OF DEPOT STREET.
 DJ4929'
 DJ4929'---NOTE---THIS STATION IS SET VERTICALLY AND NOT SUITABLE FOR GPS
 DJ4929'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4390 ***********************************************************************
 DJ4390  DESIGNATION -  5H02
 DJ4390  PID         -  DJ4390
 DJ4390  STATE/COUNTY-  WI/PORTAGE
 DJ4390  COUNTRY     -  US
 DJ4390  USGS QUAD   -  DEWEY MARSH (2018)
 DJ4390
 DJ4390                         *CURRENT SURVEY CONTROL
 DJ4390  ______________________________________________________________________
 DJ4390* NAD 83(1986) POSITION- 44 40 56.57   (N) 089 34 01.51   (W)   HD_HELD1
 DJ4390* NAVD 88 ORTHO HEIGHT -   357.174 (meters)     1171.83  (feet) ADJUSTED
 DJ4390  ______________________________________________________________________
 DJ4390  GEOID HEIGHT    -        -35.599 (meters)                     GEOID18
 DJ4390  DYNAMIC HEIGHT  -        357.109 (meters)     1171.62  (feet) COMP
 DJ4390  MODELED GRAVITY -    980,426.5   (mgal)                       NAVD 88
 DJ4390
 DJ4390  VERT ORDER      -  SECOND    CLASS I
 DJ4390
 DJ4390.The horizontal coordinates were determined by differentially corrected
 DJ4390.hand held GPS observations or other comparable positioning techniques
 DJ4390.and have an estimated accuracy of +/- 3 meters.
 DJ4390
 DJ4390.The orthometric height was determined by differential leveling and
 DJ4390.adjusted by the WI DEPT OF TRANSP
 DJ4390.in May 2012.
 DJ4390
 DJ4390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4390.GEOID18 height accuracy estimate available here.
 DJ4390
 DJ4390.Click photographs - Photos may exist for this station.
 DJ4390
 DJ4390.The dynamic height is computed by dividing the NAVD 88
 DJ4390.geopotential number by the normal gravity value computed on the
 DJ4390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4390.degrees latitude (g = 980.6199 gals.).
 DJ4390
 DJ4390.The modeled gravity was interpolated from observed gravity values.
 DJ4390
 DJ4390;                    North         East    Units  Estimated Accuracy
 DJ4390;SPC WI C     -    94,436.0     634,319.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4390
 DJ4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9655850873(NAD 83)
 DJ4390
 DJ4390                          SUPERSEDED SURVEY CONTROL
 DJ4390
 DJ4390  NAVD 88 (07/08/08)  357.151  (m)         1171.75   (f) SUPERSEDED  2 1
 DJ4390
 DJ4390.Superseded values are not recommended for survey control.
 DJ4390
 DJ4390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4390.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4390
 DJ4390_MARKER: DD = SURVEY DISK
 DJ4390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4390_STAMPING: 5H02 2005
 DJ4390_MARK LOGO: WIDT
 DJ4390_PROJECTION: RECESSED 20 CENTIMETERS
 DJ4390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4390+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4390
 DJ4390  HISTORY     - Date     Condition        Report By
 DJ4390  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4390  HISTORY     - 20060426 GOOD             WIDT
 DJ4390  HISTORY     - 20101018 GOOD             WIDT
 DJ4390
 DJ4390                          STATION DESCRIPTION
 DJ4390
 DJ4390'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4390'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY DB WITH
 DJ4390'COUNTY HIGHWAY X ABOUT 9 MI (14.5 KM) SOUTHEAST OF THE CITY OF
 DJ4390'MOSINEE, GO NORTH ON COUNTY HIGHWAY X FOR 0.4 MI (0.6 KM) TO BIRCH
 DJ4390'DRIVE ON THE RIGHT, TURN RIGHT AND GO EAST ON BIRCH DRIVE FOR 1.35 MI
 DJ4390'(2.2 KM) TO SANDY ROAD, CONTINUE EAST ON BIRCH DRIVE FOR 0.65 MI (1.0
 DJ4390'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4390'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4390'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4390'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DJ4390'THE STATION IS 5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF BIRCH DRIVE,
 DJ4390'83 M (272.3 FT) EAST OF A PRIVATE ENTRANCE --2229--, 1.0 M (3.3 FT)
 DJ4390'EAST AND WEST OF A WHITE PLASTIC WITNESS POST, AND 0.6 M (2.0 FT)
 DJ4390'NORTH OF A BARBED WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4390'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DJ4390'FOR TREES TO THE WEST OF THE STATION EXTENDING TO 30 DEGREES ABOVE THE
 DJ4390'HORIZON.
 DJ4390
 DJ4390                          STATION RECOVERY (2010)
 DJ4390
 DJ4390'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4392 ***********************************************************************
 DJ4392  DESIGNATION -  5H03
 DJ4392  PID         -  DJ4392
 DJ4392  STATE/COUNTY-  WI/PORTAGE
 DJ4392  COUNTRY     -  US
 DJ4392  USGS QUAD   -  ROSHOLT NW (2018)
 DJ4392
 DJ4392                         *CURRENT SURVEY CONTROL
 DJ4392  ______________________________________________________________________
 DJ4392* NAD 83(1986) POSITION- 44 39 12.02   (N) 089 28 28.76   (W)   HD_HELD1
 DJ4392* NAVD 88 ORTHO HEIGHT -   348.740 (meters)     1144.16  (feet) ADJUSTED
 DJ4392  ______________________________________________________________________
 DJ4392  GEOID HEIGHT    -        -35.835 (meters)                     GEOID18
 DJ4392  DYNAMIC HEIGHT  -        348.673 (meters)     1143.94  (feet) COMP
 DJ4392  MODELED GRAVITY -    980,418.0   (mgal)                       NAVD 88
 DJ4392
 DJ4392  VERT ORDER      -  SECOND    CLASS I
 DJ4392
 DJ4392.The horizontal coordinates were determined by differentially corrected
 DJ4392.hand held GPS observations or other comparable positioning techniques
 DJ4392.and have an estimated accuracy of +/- 3 meters.
 DJ4392
 DJ4392.The orthometric height was determined by differential leveling and
 DJ4392.adjusted by the WI DEPT OF TRANSP
 DJ4392.in May 2012.
 DJ4392
 DJ4392.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4392.GEOID18 height accuracy estimate available here.
 DJ4392
 DJ4392.Click photographs - Photos may exist for this station.
 DJ4392
 DJ4392.The dynamic height is computed by dividing the NAVD 88
 DJ4392.geopotential number by the normal gravity value computed on the
 DJ4392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4392.degrees latitude (g = 980.6199 gals.).
 DJ4392
 DJ4392.The modeled gravity was interpolated from observed gravity values.
 DJ4392
 DJ4392;                    North         East    Units  Estimated Accuracy
 DJ4392;SPC WI C     -    91,252.2     641,668.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4392
 DJ4392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0378547420(NAD 83)
 DJ4392
 DJ4392                          SUPERSEDED SURVEY CONTROL
 DJ4392
 DJ4392  NAVD 88 (07/08/08)  348.716  (m)         1144.08   (f) SUPERSEDED  2 1
 DJ4392
 DJ4392.Superseded values are not recommended for survey control.
 DJ4392
 DJ4392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4392.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4392
 DJ4392_MARKER: DD = SURVEY DISK
 DJ4392_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4392_SP_SET: BRIDGE ABUTMENT
 DJ4392_STAMPING: 5H03 2005
 DJ4392_MARK LOGO: WIDT
 DJ4392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4392+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4392
 DJ4392  HISTORY     - Date     Condition        Report By
 DJ4392  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4392  HISTORY     - 20060502 GOOD             WIDT
 DJ4392  HISTORY     - 20101018 GOOD             WIDT
 DJ4392
 DJ4392                          STATION DESCRIPTION
 DJ4392
 DJ4392'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4392'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DJ4392'HIGHWAY Y TO THE SOUTHWEST IN THE COMMUNITY OF SHANTYTOWN, GO
 DJ4392'SOUTHWEST ON COUNTY HIGHWAY Y FOR 3.5 MI (5.6 KM) TO BENTLEY ROAD,
 DJ4392'CONTINUE SOUTHWEST FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER A SMALL STREAM
 DJ4392'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4392'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4392'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE BRIDGE
 DJ4392'--B-49-103--, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT, 5.3 M (17.4 FT)
 DJ4392'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY Y.  ---NOTE---THIS STATION
 DJ4392'IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4392
 DJ4392                          STATION RECOVERY (2010)
 DJ4392
 DJ4392'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4392'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.6 M WEST OF A
 DJ4392'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4394 ***********************************************************************
 DJ4394  DESIGNATION -  5H04
 DJ4394  PID         -  DJ4394
 DJ4394  STATE/COUNTY-  WI/PORTAGE
 DJ4394  COUNTRY     -  US
 DJ4394  USGS QUAD   -  POLONIA (2018)
 DJ4394
 DJ4394                         *CURRENT SURVEY CONTROL
 DJ4394  ______________________________________________________________________
 DJ4394* NAD 83(1986) POSITION- 44 37 27.13   (N) 089 27 55.78   (W)   HD_HELD1
 DJ4394* NAVD 88 ORTHO HEIGHT -   365.411 (meters)     1198.85  (feet) ADJUSTED
 DJ4394  ______________________________________________________________________
 DJ4394  GEOID HEIGHT    -        -35.896 (meters)                     GEOID18
 DJ4394  DYNAMIC HEIGHT  -        365.341 (meters)     1198.62  (feet) COMP
 DJ4394  MODELED GRAVITY -    980,415.9   (mgal)                       NAVD 88
 DJ4394
 DJ4394  VERT ORDER      -  SECOND    CLASS I
 DJ4394
 DJ4394.The horizontal coordinates were determined by differentially corrected
 DJ4394.hand held GPS observations or other comparable positioning techniques
 DJ4394.and have an estimated accuracy of +/- 3 meters.
 DJ4394
 DJ4394.The orthometric height was determined by differential leveling and
 DJ4394.adjusted by the WI DEPT OF TRANSP
 DJ4394.in May 2012.
 DJ4394
 DJ4394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4394.GEOID18 height accuracy estimate available here.
 DJ4394
 DJ4394.Click photographs - Photos may exist for this station.
 DJ4394
 DJ4394.The dynamic height is computed by dividing the NAVD 88
 DJ4394.geopotential number by the normal gravity value computed on the
 DJ4394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4394.degrees latitude (g = 980.6199 gals.).
 DJ4394
 DJ4394.The modeled gravity was interpolated from observed gravity values.
 DJ4394
 DJ4394;                    North         East    Units  Estimated Accuracy
 DJ4394;SPC WI C     -    88,019.5     642,416.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4394
 DJ4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0441444162(NAD 83)
 DJ4394
 DJ4394                          SUPERSEDED SURVEY CONTROL
 DJ4394
 DJ4394  NAVD 88 (07/08/08)  365.388  (m)         1198.78   (f) SUPERSEDED  2 1
 DJ4394
 DJ4394.Superseded values are not recommended for survey control.
 DJ4394
 DJ4394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4394.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4394
 DJ4394_MARKER: DD = SURVEY DISK
 DJ4394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4394_STAMPING: 5H04 2005
 DJ4394_MARK LOGO: WIDT
 DJ4394_PROJECTION: FLUSH
 DJ4394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4394+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4394
 DJ4394  HISTORY     - Date     Condition        Report By
 DJ4394  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4394  HISTORY     - 20060502 GOOD             WIDT
 DJ4394  HISTORY     - 20101018 GOOD             WIDT
 DJ4394
 DJ4394                          STATION DESCRIPTION
 DJ4394
 DJ4394'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4394'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 WITH COUNTY
 DJ4394'HIGHWAY K TO THE NORTH ABOUT 6 MI (9.7 KM) NORTHEAST OF THE CITY OF
 DJ4394'STEVENS POINT.  GO NORTH ON COUNTY HIGHWAY K FOR 3.45 MI (5.6 KM) TO
 DJ4394'FOX LANE ON THE RIGHT, CONTINUE NORTH ON COUNTY HIGHWAY K FOR 0.15 MI
 DJ4394'(0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4394'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4394'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.3 M
 DJ4394'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DJ4394'PAVEMENT.  THE STATION IS 10.4 M (34.1 FT) SOUTHWEST OF THE CENTERLINE
 DJ4394'OF COUNTY HIGHWAY K, 37.7 M (123.7 FT) WEST OF A POWER POLE, 37.3 M
 DJ4394'(122.4 FT) WEST OF A TELEPHONE PEDESTAL --3109--, 36 M (118.1 FT)
 DJ4394'SOUTHEAST OF A PRIVATE ENTRANCE --3112--, AND 1.0 M (3.3 FT) EAST,
 DJ4394'NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4394'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4394'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST
 DJ4394'AND SOUTHEAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON AND TREES TO
 DJ4394'THE EAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DJ4394
 DJ4394                          STATION RECOVERY (2010)
 DJ4394
 DJ4394'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4395 ***********************************************************************
 DJ4395  DESIGNATION -  5H05
 DJ4395  PID         -  DJ4395
 DJ4395  STATE/COUNTY-  WI/PORTAGE
 DJ4395  COUNTRY     -  US
 DJ4395  USGS QUAD   -  POLONIA (2018)
 DJ4395
 DJ4395                         *CURRENT SURVEY CONTROL
 DJ4395  ______________________________________________________________________
 DJ4395* NAD 83(1986) POSITION- 44 36 47.33   (N) 089 26 14.33   (W)   HD_HELD1
 DJ4395* NAVD 88 ORTHO HEIGHT -   359.324 (meters)     1178.88  (feet) ADJUSTED
 DJ4395  ______________________________________________________________________
 DJ4395  GEOID HEIGHT    -        -35.948 (meters)                     GEOID18
 DJ4395  DYNAMIC HEIGHT  -        359.254 (meters)     1178.65  (feet) COMP
 DJ4395  MODELED GRAVITY -    980,414.8   (mgal)                       NAVD 88
 DJ4395
 DJ4395  VERT ORDER      -  SECOND    CLASS I
 DJ4395
 DJ4395.The horizontal coordinates were determined by differentially corrected
 DJ4395.hand held GPS observations or other comparable positioning techniques
 DJ4395.and have an estimated accuracy of +/- 3 meters.
 DJ4395
 DJ4395.The orthometric height was determined by differential leveling and
 DJ4395.adjusted by the WI DEPT OF TRANSP
 DJ4395.in May 2012.
 DJ4395
 DJ4395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4395.GEOID18 height accuracy estimate available here.
 DJ4395
 DJ4395.Click photographs - Photos may exist for this station.
 DJ4395
 DJ4395.The dynamic height is computed by dividing the NAVD 88
 DJ4395.geopotential number by the normal gravity value computed on the
 DJ4395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4395.degrees latitude (g = 980.6199 gals.).
 DJ4395
 DJ4395.The modeled gravity was interpolated from observed gravity values.
 DJ4395
 DJ4395;                    North         East    Units  Estimated Accuracy
 DJ4395;SPC WI C     -    86,806.1     644,661.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4395
 DJ4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0661342867(NAD 83)
 DJ4395
 DJ4395                          SUPERSEDED SURVEY CONTROL
 DJ4395
 DJ4395  NAVD 88 (07/08/08)  359.300  (m)         1178.80   (f) SUPERSEDED  2 1
 DJ4395
 DJ4395.Superseded values are not recommended for survey control.
 DJ4395
 DJ4395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4395.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4395
 DJ4395_MARKER: DD = SURVEY DISK
 DJ4395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4395_STAMPING: 5H05 2005
 DJ4395_MARK LOGO: WIDT
 DJ4395_PROJECTION: FLUSH
 DJ4395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4395+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4395
 DJ4395  HISTORY     - Date     Condition        Report By
 DJ4395  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4395  HISTORY     - 20060503 GOOD             WIDT
 DJ4395  HISTORY     - 20101018 GOOD             WIDT
 DJ4395
 DJ4395                          STATION DESCRIPTION
 DJ4395
 DJ4395'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4395'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 WITH COUNTY
 DJ4395'HIGHWAY J TO THE NORTH ABOUT 6 MI (9.7 KM) NORTHEAST OF THE CITY OF
 DJ4395'STEVENS POINT, GO NORTHERLY ON COUNTY HIGHWAY J FOR 2.6 MI (4.2 KM) TO
 DJ4395'NORTH STAR DRIVE ON THE LEFT, TURN LEFT AND GO WESTERLY ON NORTH STAR
 DJ4395'DRIVE FOR 0.65 MI (1.0 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 DJ4395'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4395'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4395'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DJ4395'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.7 M (18.7 FT) WEST OF
 DJ4395'THE CENTERLINE OF NORTH STAR DRIVE, 37.5 M (123.0 FT) SOUTH OF A
 DJ4395'WOODEN POST FOR A --LEFT CURVE-- SIGN, 1.0 M (3.3 FT) NORTH AND SOUTH
 DJ4395'OF A WHITE PLASTIC WITNESS POST, AND 0.5 M (1.6 FT) EAST OF A BARBED
 DJ4395'WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4395'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4395
 DJ4395                          STATION RECOVERY (2010)
 DJ4395
 DJ4395'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4395'RECOVERED IN GOOD CONDITION.  NOTE---THE -LEFT CURVE- SIGN IS NOT
 DJ4395'PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4396 ***********************************************************************
 DJ4396  DESIGNATION -  5H06
 DJ4396  PID         -  DJ4396
 DJ4396  STATE/COUNTY-  WI/PORTAGE
 DJ4396  COUNTRY     -  US
 DJ4396  USGS QUAD   -  POLONIA (2018)
 DJ4396
 DJ4396                         *CURRENT SURVEY CONTROL
 DJ4396  ______________________________________________________________________
 DJ4396* NAD 83(1986) POSITION- 44 37 05.24   (N) 089 24 46.11   (W)   HD_HELD1
 DJ4396* NAVD 88 ORTHO HEIGHT -   366.648 (meters)     1202.91  (feet) ADJUSTED
 DJ4396  ______________________________________________________________________
 DJ4396  GEOID HEIGHT    -        -35.968 (meters)                     GEOID18
 DJ4396  DYNAMIC HEIGHT  -        366.577 (meters)     1202.68  (feet) COMP
 DJ4396  MODELED GRAVITY -    980,415.8   (mgal)                       NAVD 88
 DJ4396
 DJ4396  VERT ORDER      -  SECOND    CLASS I
 DJ4396
 DJ4396.The horizontal coordinates were determined by differentially corrected
 DJ4396.hand held GPS observations or other comparable positioning techniques
 DJ4396.and have an estimated accuracy of +/- 3 meters.
 DJ4396
 DJ4396.The orthometric height was determined by differential leveling and
 DJ4396.adjusted by the WI DEPT OF TRANSP
 DJ4396.in May 2012.
 DJ4396
 DJ4396.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4396.GEOID18 height accuracy estimate available here.
 DJ4396
 DJ4396.Click photographs - Photos may exist for this station.
 DJ4396
 DJ4396.The dynamic height is computed by dividing the NAVD 88
 DJ4396.geopotential number by the normal gravity value computed on the
 DJ4396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4396.degrees latitude (g = 980.6199 gals.).
 DJ4396
 DJ4396.The modeled gravity was interpolated from observed gravity values.
 DJ4396
 DJ4396;                    North         East    Units  Estimated Accuracy
 DJ4396;SPC WI C     -    87,372.7     646,602.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4396
 DJ4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0857443361(NAD 83)
 DJ4396
 DJ4396                          SUPERSEDED SURVEY CONTROL
 DJ4396
 DJ4396  NAVD 88 (07/08/08)  366.624  (m)         1202.83   (f) SUPERSEDED  2 1
 DJ4396
 DJ4396.Superseded values are not recommended for survey control.
 DJ4396
 DJ4396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4396.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4396
 DJ4396_MARKER: DD = SURVEY DISK
 DJ4396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4396_STAMPING: 5H06 2005
 DJ4396_MARK LOGO: WIDT
 DJ4396_PROJECTION: FLUSH
 DJ4396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4396+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4396
 DJ4396  HISTORY     - Date     Condition        Report By
 DJ4396  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4396  HISTORY     - 20060503 GOOD             WIDT
 DJ4396  HISTORY     - 20101018 GOOD             WIDT
 DJ4396
 DJ4396                          STATION DESCRIPTION
 DJ4396
 DJ4396'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 WITH COUNTY
 DJ4396'HIGHWAY J TO THE NORTH ABOUT 6 MI (9.7 KM) NORTHEAST OF THE CITY OF
 DJ4396'STEVENS POINT, GO NORTH ON COUNTY HIGHWAY J FOR 3.1 MI (5.0 KM) TO
 DJ4396'COUNTY HIGHWAY CLOSING CORNER ON THE RIGHT, TURN RIGHT AND GO EAST ON
 DJ4396'COUNTY HIGHWAY CLOSING CORNER FOR 0.45 MI (0.7 KM) TO JOHNSON LANE ON
 DJ4396'THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4396'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4396'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4396'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4396'PAVEMENT.  THE STATION IS 8.9 M (29.2 FT) SOUTH OF THE CENTERLINE OF
 DJ4396'COUNTY HIGHWAY CLOSING CORNER, 53 M (173.9 FT) WEST OF THE EXTENDED
 DJ4396'CENTER OF A PRIVATE ENTRANCE --7500--, 42.5 M (139.4 FT) WEST OF THE
 DJ4396'CENTERLINE OF JOHNSON LANE, AND 1.0 M (3.3 FT) EAST AND WEST OF A
 DJ4396'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4396'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DJ4396'FOR TREES TO THE NORTHEAST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
 DJ4396
 DJ4396                          STATION RECOVERY (2010)
 DJ4396
 DJ4396'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4396'RECOVERED IN GOOD CONDITION.  NOTE---VISIBLE OBSTRUCTIONS AT THIS
 DJ4396'STATION ARE TREES TO THE EAST, WEST, AND NORTH EXTENDING TO 40 DEGREES
 DJ4396'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4884 ***********************************************************************
 DJ4884  DESIGNATION -  5H07
 DJ4884  PID         -  DJ4884
 DJ4884  STATE/COUNTY-  WI/PORTAGE
 DJ4884  COUNTRY     -  US
 DJ4884  USGS QUAD   -  POLONIA (2018)
 DJ4884
 DJ4884                         *CURRENT SURVEY CONTROL
 DJ4884  ______________________________________________________________________
 DJ4884* NAD 83(1986) POSITION- 44 37 09.1    (N) 089 22 29.7    (W)   HD_HELD2
 DJ4884* NAVD 88 ORTHO HEIGHT -   353.239 (meters)     1158.92  (feet) ADJUSTED
 DJ4884  ______________________________________________________________________
 DJ4884  GEOID HEIGHT    -        -36.011 (meters)                     GEOID18
 DJ4884  DYNAMIC HEIGHT  -        353.172 (meters)     1158.70  (feet) COMP
 DJ4884  MODELED GRAVITY -    980,418.5   (mgal)                       NAVD 88
 DJ4884
 DJ4884  VERT ORDER      -  SECOND    CLASS I
 DJ4884
 DJ4884.The horizontal coordinates were established by autonomous hand held GPS
 DJ4884.observations and have an estimated accuracy of +/- 10 meters.
 DJ4884
 DJ4884.The orthometric height was determined by differential leveling and
 DJ4884.adjusted by the WI DEPT OF TRANSP
 DJ4884.in May 2012.
 DJ4884
 DJ4884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4884.GEOID18 height accuracy estimate available here.
 DJ4884
 DJ4884.Click photographs - Photos may exist for this station.
 DJ4884
 DJ4884.The dynamic height is computed by dividing the NAVD 88
 DJ4884.geopotential number by the normal gravity value computed on the
 DJ4884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4884.degrees latitude (g = 980.6199 gals.).
 DJ4884
 DJ4884.The modeled gravity was interpolated from observed gravity values.
 DJ4884
 DJ4884;                    North         East    Units  Estimated Accuracy
 DJ4884;SPC WI C     -    87,514.      649,608.      MT  (+/- 10 meters HH2 GPS)
 DJ4884
 DJ4884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1158343392(NAD 83)
 DJ4884
 DJ4884                          SUPERSEDED SURVEY CONTROL
 DJ4884
 DJ4884  NAVD 88 (07/08/08)  353.216  (m)         1158.84   (f) SUPERSEDED  2 1
 DJ4884
 DJ4884.Superseded values are not recommended for survey control.
 DJ4884
 DJ4884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4884.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4884
 DJ4884_MARKER: DD = SURVEY DISK
 DJ4884_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4884_SP_SET: BRIDGE WINGWALL
 DJ4884_STAMPING: 5H07 2005
 DJ4884_MARK LOGO: WIDT
 DJ4884_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4884+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4884
 DJ4884  HISTORY     - Date     Condition        Report By
 DJ4884  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4884  HISTORY     - 20060503 GOOD             WIDT
 DJ4884  HISTORY     - 20101018 GOOD             WIDT
 DJ4884
 DJ4884                          STATION DESCRIPTION
 DJ4884
 DJ4884'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4884'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 WITH COUNTY
 DJ4884'HIGHWAY I TO THE SOUTH ABOUT 2 MI (3.2 KM) WEST OF THE VILLAGE OF
 DJ4884'ROSHOLT, GO WEST ON STATE HIGHWAY 66 FOR 1.45 MI (2.3 KM) TO THE
 DJ4884'BRIDGE OVER TOMORROW RIVER AND THE STATION ON THE RIGHT.
 DJ4884'
 DJ4884'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4884'GEODETIC SURVEY CONTROL STATION SET IN THE TOP OF THE NORTHWEST WING
 DJ4884'WALL OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4884'
 DJ4884'THE STATION IS 7.4 M (24.3 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 DJ4884'STATE HIGHWAY 66, 31.6 M (103.7 FT) WEST-NORTHWEST OF A WOOD POST FOR
 DJ4884'A --EAST 66-- SIGN, AND 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS
 DJ4884'POST.
 DJ4884'
 DJ4884'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4884'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4884
 DJ4884                          STATION RECOVERY (2010)
 DJ4884
 DJ4884'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4884'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4397 ***********************************************************************
 DJ4397  DESIGNATION -  5H08
 DJ4397  PID         -  DJ4397
 DJ4397  STATE/COUNTY-  WI/PORTAGE
 DJ4397  COUNTRY     -  US
 DJ4397  USGS QUAD   -  NEW HOPE (2018)
 DJ4397
 DJ4397                         *CURRENT SURVEY CONTROL
 DJ4397  ______________________________________________________________________
 DJ4397* NAD 83(1986) POSITION- 44 37 21.50   (N) 089 20 43.22   (W)   HD_HELD1
 DJ4397* NAVD 88 ORTHO HEIGHT -   361.048 (meters)     1184.54  (feet) ADJUSTED
 DJ4397  ______________________________________________________________________
 DJ4397  GEOID HEIGHT    -        -36.040 (meters)                     GEOID18
 DJ4397  DYNAMIC HEIGHT  -        360.981 (meters)     1184.32  (feet) COMP
 DJ4397  MODELED GRAVITY -    980,420.9   (mgal)                       NAVD 88
 DJ4397
 DJ4397  VERT ORDER      -  SECOND    CLASS I
 DJ4397
 DJ4397.The horizontal coordinates were determined by differentially corrected
 DJ4397.hand held GPS observations or other comparable positioning techniques
 DJ4397.and have an estimated accuracy of +/- 3 meters.
 DJ4397
 DJ4397.The orthometric height was determined by differential leveling and
 DJ4397.adjusted by the WI DEPT OF TRANSP
 DJ4397.in May 2012.
 DJ4397
 DJ4397.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4397.GEOID18 height accuracy estimate available here.
 DJ4397
 DJ4397.Click photographs - Photos may exist for this station.
 DJ4397
 DJ4397.The dynamic height is computed by dividing the NAVD 88
 DJ4397.geopotential number by the normal gravity value computed on the
 DJ4397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4397.degrees latitude (g = 980.6199 gals.).
 DJ4397
 DJ4397.The modeled gravity was interpolated from observed gravity values.
 DJ4397
 DJ4397;                    North         East    Units  Estimated Accuracy
 DJ4397;SPC WI C     -    87,915.5     651,952.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4397
 DJ4397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1394143707(NAD 83)
 DJ4397
 DJ4397                          SUPERSEDED SURVEY CONTROL
 DJ4397
 DJ4397  NAVD 88 (07/08/08)  361.025  (m)         1184.46   (f) SUPERSEDED  2 1
 DJ4397
 DJ4397.Superseded values are not recommended for survey control.
 DJ4397
 DJ4397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4397.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4397
 DJ4397_MARKER: DD = SURVEY DISK
 DJ4397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4397_STAMPING: 5H08 2005
 DJ4397_MARK LOGO: WIDT
 DJ4397_PROJECTION: FLUSH
 DJ4397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4397+STABILITY: SURFACE MOTION
 DJ4397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4397+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4397
 DJ4397  HISTORY     - Date     Condition        Report By
 DJ4397  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4397  HISTORY     - 20060510 GOOD             WIDT
 DJ4397  HISTORY     - 20101018 GOOD             WIDT
 DJ4397
 DJ4397                          STATION DESCRIPTION
 DJ4397
 DJ4397'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4397'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 WITH COUNTY
 DJ4397'HIGHWAY I TO THE SOUTH ABOUT 2 MI (3.2 KM) WEST OF THE VILLAGE OF
 DJ4397'ROSHOLT, GO SOUTH ON COUNTY HIGHWAY I FOR 0.05 MI (0.1 KM) TO THE
 DJ4397'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4397'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4397'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4397'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4397'IS 8.3 M (27.2 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY I, 38.2 M
 DJ4397'(125.3 FT) NORTHEAST OF A POWER POLE --CBA--, 30.9 M (101.4 FT) NORTH
 DJ4397'OF A WOOD POST FOR A --JCT 66-- SIGN, 2 M (6.6 FT) WEST OF AN
 DJ4397'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST
 DJ4397'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4397'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4397'HORIZON.
 DJ4397
 DJ4397                          STATION RECOVERY (2010)
 DJ4397
 DJ4397'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4378 ***********************************************************************
 DJ4378  DESIGNATION -  5H09
 DJ4378  PID         -  DJ4378
 DJ4378  STATE/COUNTY-  WI/MARATHON
 DJ4378  COUNTRY     -  US
 DJ4378  USGS QUAD   -  WAUSAU EAST (2018)
 DJ4378
 DJ4378                         *CURRENT SURVEY CONTROL
 DJ4378  ______________________________________________________________________
 DJ4378* NAD 83(1986) POSITION- 44 54 08.15   (N) 089 32 12.00   (W)   HD_HELD1
 DJ4378* NAVD 88 ORTHO HEIGHT -   371.736 (meters)     1219.60  (feet) ADJUSTED
 DJ4378  ______________________________________________________________________
 DJ4378  GEOID HEIGHT    -        -34.944 (meters)                     GEOID18
 DJ4378  DYNAMIC HEIGHT  -        371.680 (meters)     1219.42  (feet) COMP
 DJ4378  MODELED GRAVITY -    980,458.1   (mgal)                       NAVD 88
 DJ4378
 DJ4378  VERT ORDER      -  SECOND    CLASS I
 DJ4378
 DJ4378.The horizontal coordinates were determined by differentially corrected
 DJ4378.hand held GPS observations or other comparable positioning techniques
 DJ4378.and have an estimated accuracy of +/- 3 meters.
 DJ4378
 DJ4378.The orthometric height was determined by differential leveling and
 DJ4378.adjusted by the WI DEPT OF TRANSP
 DJ4378.in May 2012.
 DJ4378
 DJ4378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4378.GEOID18 height accuracy estimate available here.
 DJ4378
 DJ4378.Click photographs - Photos may exist for this station.
 DJ4378
 DJ4378.The dynamic height is computed by dividing the NAVD 88
 DJ4378.geopotential number by the normal gravity value computed on the
 DJ4378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4378.degrees latitude (g = 980.6199 gals.).
 DJ4378
 DJ4378.The modeled gravity was interpolated from observed gravity values.
 DJ4378
 DJ4378;                    North         East    Units  Estimated Accuracy
 DJ4378;SPC WI C     -   118,882.6     636,592.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4378
 DJ4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9973175223(NAD 83)
 DJ4378
 DJ4378                          SUPERSEDED SURVEY CONTROL
 DJ4378
 DJ4378  NAVD 88 (07/08/08)  371.715  (m)         1219.54   (f) SUPERSEDED  2 1
 DJ4378
 DJ4378.Superseded values are not recommended for survey control.
 DJ4378
 DJ4378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4378.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4378
 DJ4378_MARKER: DD = SURVEY DISK
 DJ4378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4378_STAMPING: 5H09 2005
 DJ4378_MARK LOGO: WIDT
 DJ4378_PROJECTION: FLUSH
 DJ4378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4378+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2023
 DJ4378
 DJ4378  HISTORY     - Date     Condition        Report By
 DJ4378  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4378  HISTORY     - 20060621 GOOD             WIDT
 DJ4378  HISTORY     - 20110607 GOOD             WIDT
 DJ4378  HISTORY     - 20230817 GOOD             USPSQD
 DJ4378
 DJ4378                          STATION DESCRIPTION
 DJ4378
 DJ4378'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4378'HIGHWAY J (EXIT 177) ABOUT 6 MI (9.7 KM) EAST OF THE VILLAGE OF
 DJ4378'ROTHSCHILD, GO NORTH ON COUNTY HIGHWAY J FOR 0.5 MI (0.8 KM) TO
 DJ4378'SCHOFIELD AVENUE, TURN LEFT AND GO WEST ON SCHOFIELD AVENUE FOR 1.6 MI
 DJ4378'(2.6 KM) TO RYAN STREET AND THE STATION ON THE RIGHT.  THE STATION IS
 DJ4378'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4378'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4378'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DJ4378'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.8 M (32.2 FT) EAST OF
 DJ4378'THE CENTERLINE OF RYAN STREET, 24 M (78.7 FT) NORTH OF THE CENTERLINE
 DJ4378'OF SCHOFIELD AVENUE, 25.2 M (82.7 FT) NORTHEAST OF A POWER POLE --2808
 DJ4378'15R4--, 18.9 M (62.0 FT) SOUTH OF A TELEPHONE PEDESTAL --6275--, 5.3 M
 DJ4378'(17.4 FT) NORTH OF A WOOD POST FOR A --DEAD END-- SIGN, AND 1.0 M (3.3
 DJ4378'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4378'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DJ4378'HORIZON.
 DJ4378
 DJ4378                          STATION RECOVERY (2011)
 DJ4378
 DJ4378'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4378'RECOVERED IN GOOD CONDITION
 DJ4378'
 DJ4378
 DJ4378                          STATION RECOVERY (2023)
 DJ4378
 DJ4378'RECOVERY NOTE BY US POWER SQUADRON 2023 (DDS)
 DJ4378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4377 ***********************************************************************
 DJ4377  DESIGNATION -  5H10
 DJ4377  PID         -  DJ4377
 DJ4377  STATE/COUNTY-  WI/MARATHON
 DJ4377  COUNTRY     -  US
 DJ4377  USGS QUAD   -  RINGLE (2018)
 DJ4377
 DJ4377                         *CURRENT SURVEY CONTROL
 DJ4377  ______________________________________________________________________
 DJ4377* NAD 83(1986) POSITION- 44 53 23.4    (N) 089 25 40.0    (W)   HD_HELD2
 DJ4377* NAVD 88 ORTHO HEIGHT -   406.672 (meters)     1334.22  (feet) ADJUSTED
 DJ4377  ______________________________________________________________________
 DJ4377  GEOID HEIGHT    -        -35.200 (meters)                     GEOID18
 DJ4377  DYNAMIC HEIGHT  -        406.609 (meters)     1334.02  (feet) COMP
 DJ4377  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 DJ4377
 DJ4377  VERT ORDER      -  SECOND    CLASS I
 DJ4377
 DJ4377.The horizontal coordinates were established by autonomous hand held GPS
 DJ4377.observations and have an estimated accuracy of +/- 10 meters.
 DJ4377
 DJ4377.The orthometric height was determined by differential leveling and
 DJ4377.adjusted by the WI DEPT OF TRANSP
 DJ4377.in May 2012.
 DJ4377
 DJ4377.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4377.GEOID18 height accuracy estimate available here.
 DJ4377
 DJ4377.Click photographs - Photos may exist for this station.
 DJ4377
 DJ4377.The dynamic height is computed by dividing the NAVD 88
 DJ4377.geopotential number by the normal gravity value computed on the
 DJ4377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4377.degrees latitude (g = 980.6199 gals.).
 DJ4377
 DJ4377.The modeled gravity was interpolated from observed gravity values.
 DJ4377
 DJ4377;                    North         East    Units  Estimated Accuracy
 DJ4377;SPC WI C     -   117,556.      645,201.      MT  (+/- 10 meters HH2 GPS)
 DJ4377
 DJ4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0828773579(NAD 83)
 DJ4377
 DJ4377                          SUPERSEDED SURVEY CONTROL
 DJ4377
 DJ4377  NAVD 88 (07/08/08)  406.651  (m)         1334.15   (f) SUPERSEDED  2 1
 DJ4377
 DJ4377.Superseded values are not recommended for survey control.
 DJ4377
 DJ4377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4377.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4377
 DJ4377_MARKER: DD = SURVEY DISK
 DJ4377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4377_STAMPING: 5H10 2005
 DJ4377_MARK LOGO: WIDT
 DJ4377_PROJECTION: FLUSH
 DJ4377_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4377+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2011
 DJ4377
 DJ4377  HISTORY     - Date     Condition        Report By
 DJ4377  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4377  HISTORY     - 20060622 GOOD             WIDT
 DJ4377  HISTORY     - 20110606 GOOD             WIDT
 DJ4377
 DJ4377                          STATION DESCRIPTION
 DJ4377
 DJ4377'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4377'HIGHWAY Q (EXIT 181) JUST SOUTH OF THE COMMUNITY OF RINGLE ABOUT 10 MI
 DJ4377'(16.1 KM) EAST OF THE VILLAGE OF ROTHSCHILD, GO NORTH ON COUNTY
 DJ4377'HIGHWAY Q FOR 0.3 MI (0.5 KM) TO RINGLE AVENUE, TURN LEFT AND GO
 DJ4377'NORTHWEST ON RINGLE AVENUE FOR 0.2 MI (0.3 KM) TO MAPLE LANE ON THE
 DJ4377'RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4377'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4377'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4377'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DJ4377'THE STATION IS 17.5 M (57.4 FT) NORTHEAST OF THE CENTERLINE OF RINGLE
 DJ4377'AVENUE, 38.0 M (124.7 FT) SOUTH OF A POWER POLE --2809-21L59--, 37.9 M
 DJ4377'(124.3 FT) SOUTHEAST OF THE CENTERLINE OF MAPLE LANE, 29.8 M (97.8 FT)
 DJ4377'SOUTHWEST OF THE CENTERLINE OF THIRD AVENUE, AND 1.0 M (3.3 FT) SOUTH,
 DJ4377'WEST, AND NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4377'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DJ4377'ABOVE THE HORIZON.
 DJ4377
 DJ4377                          STATION RECOVERY (2011)
 DJ4377
 DJ4377'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4376 ***********************************************************************
 DJ4376  DESIGNATION -  5H11
 DJ4376  PID         -  DJ4376
 DJ4376  STATE/COUNTY-  WI/MARATHON
 DJ4376  COUNTRY     -  US
 DJ4376  USGS QUAD   -  RINGLE (2018)
 DJ4376
 DJ4376                         *CURRENT SURVEY CONTROL
 DJ4376  ______________________________________________________________________
 DJ4376* NAD 83(1986) POSITION- 44 52 58.44   (N) 089 23 21.61   (W)   HD_HELD1
 DJ4376* NAVD 88 ORTHO HEIGHT -   409.085 (meters)     1342.14  (feet) ADJUSTED
 DJ4376  ______________________________________________________________________
 DJ4376  GEOID HEIGHT    -        -35.316 (meters)                     GEOID18
 DJ4376  DYNAMIC HEIGHT  -        409.020 (meters)     1341.93  (feet) COMP
 DJ4376  MODELED GRAVITY -    980,446.8   (mgal)                       NAVD 88
 DJ4376
 DJ4376  VERT ORDER      -  SECOND    CLASS I
 DJ4376
 DJ4376.The horizontal coordinates were determined by differentially corrected
 DJ4376.hand held GPS observations or other comparable positioning techniques
 DJ4376.and have an estimated accuracy of +/- 3 meters.
 DJ4376
 DJ4376.The orthometric height was determined by differential leveling and
 DJ4376.adjusted by the WI DEPT OF TRANSP
 DJ4376.in May 2012.
 DJ4376
 DJ4376.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4376.GEOID18 height accuracy estimate available here.
 DJ4376
 DJ4376.Click photographs - Photos may exist for this station.
 DJ4376
 DJ4376.The dynamic height is computed by dividing the NAVD 88
 DJ4376.geopotential number by the normal gravity value computed on the
 DJ4376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4376.degrees latitude (g = 980.6199 gals.).
 DJ4376
 DJ4376.The modeled gravity was interpolated from observed gravity values.
 DJ4376
 DJ4376;                    North         East    Units  Estimated Accuracy
 DJ4376;SPC WI C     -   116,807.9     648,243.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4376
 DJ4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1130072719(NAD 83)
 DJ4376
 DJ4376                          SUPERSEDED SURVEY CONTROL
 DJ4376
 DJ4376  NAVD 88 (07/08/08)  409.063  (m)         1342.07   (f) SUPERSEDED  2 1
 DJ4376
 DJ4376.Superseded values are not recommended for survey control.
 DJ4376
 DJ4376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4376.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4376
 DJ4376_MARKER: DD = SURVEY DISK
 DJ4376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4376_STAMPING: 5H11 2005
 DJ4376_MARK LOGO: WIDT
 DJ4376_PROJECTION: FLUSH
 DJ4376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4376+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2011
 DJ4376
 DJ4376  HISTORY     - Date     Condition        Report By
 DJ4376  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4376  HISTORY     - 20060622 GOOD             WIDT
 DJ4376  HISTORY     - 20110602 GOOD             WIDT
 DJ4376
 DJ4376                          STATION DESCRIPTION
 DJ4376
 DJ4376'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4376'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4376'HIGHWAY Y (EXIT 185) NEAR THE VILLAGE OF HATLEY, GO WEST ON STATE
 DJ4376'HIGHWAY 29 FOR 1.3 MI (2.1 KM) TO A DRIVEWAY LEADING TO THE MARATHON
 DJ4376'COUNTY LANDFILL ON THE RIGHT AND THE STATION ON THE RIGHT.  THE
 DJ4376'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4376'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4376'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4376'ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 19.8 M
 DJ4376'(65.0 FT) NORTH OF THE CENTERLINE OF WESTBOUND STATE HIGHWAY 29, 27 M
 DJ4376'(88.6 FT) EAST OF THE MARATHON COUNTY LANDFILL DRIVEWAY, 16.2 M (53.1
 DJ4376'FT) SOUTH OF THE SOUTH END OF A STONE MONUMENT SUPPORTING A --MARATHON
 DJ4376'COUNTY LANDFILL-- SIGN, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DJ4376'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4376'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4376'HORIZON EXCEPT FOR TREES TO THE NORTHEAST EXTENDING TO 35 DEGREES
 DJ4376'ABOVE THE HORIZON.
 DJ4376
 DJ4376                          STATION RECOVERY (2011)
 DJ4376
 DJ4376'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4376'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4876 ***********************************************************************
 DJ4876  DESIGNATION -  5H12
 DJ4876  PID         -  DJ4876
 DJ4876  STATE/COUNTY-  WI/MARATHON
 DJ4876  COUNTRY     -  US
 DJ4876  USGS QUAD   -  HATLEY (2018)
 DJ4876
 DJ4876                         *CURRENT SURVEY CONTROL
 DJ4876  ______________________________________________________________________
 DJ4876* NAD 83(1986) POSITION- 44 52 54.19   (N) 089 20 48.04   (W)   HD_HELD1
 DJ4876* NAVD 88 ORTHO HEIGHT -   384.582 (meters)     1261.75  (feet) ADJUSTED
 DJ4876  ______________________________________________________________________
 DJ4876  GEOID HEIGHT    -        -35.413 (meters)                     GEOID18
 DJ4876  DYNAMIC HEIGHT  -        384.519 (meters)     1261.54  (feet) COMP
 DJ4876  MODELED GRAVITY -    980,443.1   (mgal)                       NAVD 88
 DJ4876
 DJ4876  VERT ORDER      -  SECOND    CLASS I
 DJ4876
 DJ4876.The horizontal coordinates were determined by differentially corrected
 DJ4876.hand held GPS observations or other comparable positioning techniques
 DJ4876.and have an estimated accuracy of +/- 3 meters.
 DJ4876
 DJ4876.The orthometric height was determined by differential leveling and
 DJ4876.adjusted by the WI DEPT OF TRANSP
 DJ4876.in May 2012.
 DJ4876
 DJ4876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4876.GEOID18 height accuracy estimate available here.
 DJ4876
 DJ4876.Click photographs - Photos may exist for this station.
 DJ4876
 DJ4876.The dynamic height is computed by dividing the NAVD 88
 DJ4876.geopotential number by the normal gravity value computed on the
 DJ4876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4876.degrees latitude (g = 980.6199 gals.).
 DJ4876
 DJ4876.The modeled gravity was interpolated from observed gravity values.
 DJ4876
 DJ4876;                    North         East    Units  Estimated Accuracy
 DJ4876;SPC WI C     -   116,702.9     651,614.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4876
 DJ4876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1466572490(NAD 83)
 DJ4876
 DJ4876                          SUPERSEDED SURVEY CONTROL
 DJ4876
 DJ4876  NAVD 88 (07/08/08)  384.561  (m)         1261.68   (f) SUPERSEDED  2 1
 DJ4876
 DJ4876.Superseded values are not recommended for survey control.
 DJ4876
 DJ4876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4876.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4876
 DJ4876_MARKER: DD = SURVEY DISK
 DJ4876_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4876_SP_SET: BRIDGE WINGWALL
 DJ4876_STAMPING: 5H12 2005
 DJ4876_MARK LOGO: WIDT
 DJ4876_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4876+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DJ4876
 DJ4876  HISTORY     - Date     Condition        Report By
 DJ4876  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4876  HISTORY     - 20060728 GOOD             WIDT
 DJ4876  HISTORY     - 20110601 GOOD             WIDT
 DJ4876
 DJ4876                          STATION DESCRIPTION
 DJ4876
 DJ4876'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4876'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4876'HIGHWAY Y (EXIT 185) NEAR THE VILLAGE OF HATLEY, GO WEST ON STATE
 DJ4876'HIGHWAY 29 FOR 0.2 MI (0.3 KM) TO THE BRIDGE OVER THE PLOVER RIVER AND
 DJ4876'THE STATION ON THE LEFT.
 DJ4876'
 DJ4876'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4876'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHWEST
 DJ4876'WING WALL OF THE EASTBOUND STATE HIGHWAY 29 BRIDGE --B-37-274-95--,
 DJ4876'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DJ4876'
 DJ4876'5.9 M (19.4 FT) NORTHWEST OF THE CENTERLINE OF EASTBOUND STATE HIGHWAY
 DJ4876'29.
 DJ4876'
 DJ4876'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4876
 DJ4876                          STATION RECOVERY (2011)
 DJ4876
 DJ4876'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4374 ***********************************************************************
 DJ4374  DESIGNATION -  5H13
 DJ4374  PID         -  DJ4374
 DJ4374  STATE/COUNTY-  WI/MARATHON
 DJ4374  COUNTRY     -  US
 DJ4374  USGS QUAD   -  MISSION LAKE (2018)
 DJ4374
 DJ4374                         *CURRENT SURVEY CONTROL
 DJ4374  ______________________________________________________________________
 DJ4374* NAD 83(1986) POSITION- 44 51 45.71   (N) 089 16 58.23   (W)   HD_HELD1
 DJ4374* NAVD 88 ORTHO HEIGHT -   390.901 (meters)     1282.48  (feet) ADJUSTED
 DJ4374  ______________________________________________________________________
 DJ4374  GEOID HEIGHT    -        -35.594 (meters)                     GEOID18
 DJ4374  DYNAMIC HEIGHT  -        390.836 (meters)     1282.27  (feet) COMP
 DJ4374  MODELED GRAVITY -    980,439.1   (mgal)                       NAVD 88
 DJ4374
 DJ4374  VERT ORDER      -  SECOND    CLASS I
 DJ4374
 DJ4374.The horizontal coordinates were determined by differentially corrected
 DJ4374.hand held GPS observations or other comparable positioning techniques
 DJ4374.and have an estimated accuracy of +/- 3 meters.
 DJ4374
 DJ4374.The orthometric height was determined by differential leveling and
 DJ4374.adjusted by the WI DEPT OF TRANSP
 DJ4374.in May 2012.
 DJ4374
 DJ4374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4374.GEOID18 height accuracy estimate available here.
 DJ4374
 DJ4374.Click photographs - Photos may exist for this station.
 DJ4374
 DJ4374.The dynamic height is computed by dividing the NAVD 88
 DJ4374.geopotential number by the normal gravity value computed on the
 DJ4374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4374.degrees latitude (g = 980.6199 gals.).
 DJ4374
 DJ4374.The modeled gravity was interpolated from observed gravity values.
 DJ4374
 DJ4374;                    North         East    Units  Estimated Accuracy
 DJ4374;SPC WI C     -   114,631.8     656,676.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4374
 DJ4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1964770233(NAD 83)
 DJ4374
 DJ4374                          SUPERSEDED SURVEY CONTROL
 DJ4374
 DJ4374  NAVD 88 (07/08/08)  390.880  (m)         1282.41   (f) SUPERSEDED  2 1
 DJ4374
 DJ4374.Superseded values are not recommended for survey control.
 DJ4374
 DJ4374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4374.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4374
 DJ4374_MARKER: DD = SURVEY DISK
 DJ4374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4374_STAMPING: 5H13 2005
 DJ4374_MARK LOGO: WIDT
 DJ4374_PROJECTION: FLUSH
 DJ4374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4374+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DJ4374
 DJ4374  HISTORY     - Date     Condition        Report By
 DJ4374  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4374  HISTORY     - 20060626 GOOD             WIDT
 DJ4374  HISTORY     - 20110531 GOOD             WIDT
 DJ4374
 DJ4374                          STATION DESCRIPTION
 DJ4374
 DJ4374'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4374'HIGHWAY D ABOUT 5 MI (8.0 KM) NORTHWEST OF THE VILLAGE OF WITTENBERG,
 DJ4374'GO NORTHWEST ON STATE HIGHWAY 29 FOR 1.3 MI (2.1 KM) TO THE STATION ON
 DJ4374'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4374'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4374'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4374'THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DJ4374'STATION IS 23.1 M (75.8 FT) NORTHEAST OF THE CENTERLINE OF WESTBOUND
 DJ4374'STATE HIGHWAY 29, 84.1 M (275.9 FT) SOUTHEAST OF A WOOD POST FOR A
 DJ4374'--HILLTOP ROAD-- SIGN, 21.1 M (69.2 FT) EAST OF A METAL POST FOR A
 DJ4374'--ROAD TEST 55C901-- SIGN, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND
 DJ4374'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4374'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4374'HORIZON EXCEPT FOR TREES TO THE EAST OF THE STATION EXTENDING TO 30
 DJ4374'DEGREES ABOVE THE HORIZON.
 DJ4374
 DJ4374                          STATION RECOVERY (2011)
 DJ4374
 DJ4374'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4374'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4875 ***********************************************************************
 DJ4875  DESIGNATION -  5H14
 DJ4875  PID         -  DJ4875
 DJ4875  STATE/COUNTY-  WI/MARATHON
 DJ4875  COUNTRY     -  US
 DJ4875  USGS QUAD   -  MISSION LAKE (2018)
 DJ4875
 DJ4875                         *CURRENT SURVEY CONTROL
 DJ4875  ______________________________________________________________________
 DJ4875* NAD 83(1986) POSITION- 44 50 19.43   (N) 089 15 19.17   (W)   HD_HELD1
 DJ4875* NAVD 88 ORTHO HEIGHT -   371.665 (meters)     1219.37  (feet) ADJUSTED
 DJ4875  ______________________________________________________________________
 DJ4875  GEOID HEIGHT    -        -35.716 (meters)                     GEOID18
 DJ4875  DYNAMIC HEIGHT  -        371.601 (meters)     1219.16  (feet) COMP
 DJ4875  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 DJ4875
 DJ4875  VERT ORDER      -  SECOND    CLASS I
 DJ4875
 DJ4875.The horizontal coordinates were determined by differentially corrected
 DJ4875.hand held GPS observations or other comparable positioning techniques
 DJ4875.and have an estimated accuracy of +/- 3 meters.
 DJ4875
 DJ4875.The orthometric height was determined by differential leveling and
 DJ4875.adjusted by the WI DEPT OF TRANSP
 DJ4875.in May 2012.
 DJ4875
 DJ4875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4875.GEOID18 height accuracy estimate available here.
 DJ4875
 DJ4875.Click photographs - Photos may exist for this station.
 DJ4875
 DJ4875.The dynamic height is computed by dividing the NAVD 88
 DJ4875.geopotential number by the normal gravity value computed on the
 DJ4875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4875.degrees latitude (g = 980.6199 gals.).
 DJ4875
 DJ4875.The modeled gravity was interpolated from observed gravity values.
 DJ4875
 DJ4875;                    North         East    Units  Estimated Accuracy
 DJ4875;SPC WI C     -   111,988.2     658,875.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4875
 DJ4875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2174767510(NAD 83)
 DJ4875
 DJ4875                          SUPERSEDED SURVEY CONTROL
 DJ4875
 DJ4875  NAVD 88 (07/08/08)  371.643  (m)         1219.30   (f) SUPERSEDED  2 1
 DJ4875
 DJ4875.Superseded values are not recommended for survey control.
 DJ4875
 DJ4875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4875.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4875
 DJ4875_MARKER: DD = SURVEY DISK
 DJ4875_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4875_SP_SET: CULVERT WINGWALL
 DJ4875_STAMPING: 5H14 2005
 DJ4875_MARK LOGO: WIDT
 DJ4875_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4875+STABILITY: SURFACE MOTION
 DJ4875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4875+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DJ4875
 DJ4875  HISTORY     - Date     Condition        Report By
 DJ4875  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4875  HISTORY     - 20060626 GOOD             WIDT
 DJ4875  HISTORY     - 20110531 GOOD             WIDT
 DJ4875
 DJ4875                          STATION DESCRIPTION
 DJ4875
 DJ4875'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4875'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4875'HIGHWAY 49 TO THE SOUTH AND WILLOW DRIVE TO THE NORTH ABOUT 4 MI (6.4
 DJ4875'KM) WEST OF THE VILLAGE OF WITTENBERG, GO NORTHWEST ON STATE HIGHWAY
 DJ4875'29 FOR 0.9 MI (1.4 KM) TO A CONCRETE CULVERT OVER SPRANGER CREEK AND
 DJ4875'THE STATION ON THE RIGHT.
 DJ4875'
 DJ4875'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4875'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4875'WING WALL OF THE CULVERT, ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY
 DJ4875'PAVEMENT.
 DJ4875'
 DJ4875'THE STATION IS 13.5 M (44.3 FT) NORTHEAST OF THE CENTERLINE OF
 DJ4875'WESTBOUND STATE HIGHWAY 29, 0.15 MI (0.2 KM) SOUTHEAST OF BIRCH CIRCLE
 DJ4875'WEST, AND 0.3 M (1.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4875
 DJ4875                          STATION RECOVERY (2011)
 DJ4875
 DJ4875'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4875'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1859 ***********************************************************************
 DP1859  DESIGNATION -  5H15
 DP1859  PID         -  DP1859
 DP1859  STATE/COUNTY-  WI/MARATHON
 DP1859  COUNTRY     -  US
 DP1859  USGS QUAD   -  HATLEY (2018)
 DP1859
 DP1859                         *CURRENT SURVEY CONTROL
 DP1859  ______________________________________________________________________
 DP1859* NAD 83(1986) POSITION- 44 56 34.93   (N) 089 19 28.57   (W)   HD_HELD1
 DP1859* NAVD 88 ORTHO HEIGHT -   392.724 (meters)     1288.46  (feet) ADJUSTED
 DP1859  ______________________________________________________________________
 DP1859  GEOID HEIGHT    -        -35.219 (meters)                     GEOID18
 DP1859  DYNAMIC HEIGHT  -        392.662 (meters)     1288.26  (feet) COMP
 DP1859  MODELED GRAVITY -    980,446.9   (mgal)                       NAVD 88
 DP1859
 DP1859  VERT ORDER      -  SECOND    CLASS I
 DP1859
 DP1859.The horizontal coordinates were determined by differentially corrected
 DP1859.hand held GPS observations or other comparable positioning techniques
 DP1859.and have an estimated accuracy of +/- 3 meters.
 DP1859
 DP1859.The orthometric height was determined by differential leveling and
 DP1859.adjusted by the NATIONAL GEODETIC SURVEY
 DP1859.in February 2017.
 DP1859
 DP1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1859.GEOID18 height accuracy estimate available here.
 DP1859
 DP1859.Click photographs - Photos may exist for this station.
 DP1859
 DP1859.The dynamic height is computed by dividing the NAVD 88
 DP1859.geopotential number by the normal gravity value computed on the
 DP1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1859.degrees latitude (g = 980.6199 gals.).
 DP1859
 DP1859.The modeled gravity was interpolated from observed gravity values.
 DP1859
 DP1859;                    North         East    Units  Estimated Accuracy
 DP1859;SPC WI C     -   123,530.7     653,301.9     MT  (+/- 3 meters HH1 GPS) 
 DP1859
 DP1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1660479251(NAD 83)
 DP1859
 DP1859                          SUPERSEDED SURVEY CONTROL
 DP1859
 DP1859  NAVD 88 (03/19/14)  392.724  (m)         1288.46   (f) SUPERSEDED  2 1
 DP1859
 DP1859.Superseded values are not recommended for survey control.
 DP1859
 DP1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1859.See file dsdata.pdf to determine how the superseded data were derived.
 DP1859
 DP1859_MARKER: DD = SURVEY DISK
 DP1859_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1859_SP_SET: ABUTMENT
 DP1859_STAMPING: 5H15 2012
 DP1859_MARK LOGO: WIDT
 DP1859_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1859+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 DP1859
 DP1859  HISTORY     - Date     Condition        Report By
 DP1859  HISTORY     - 2012     MONUMENTED       WIDT
 DP1859  HISTORY     - 20130806 GOOD             WIDT
 DP1859
 DP1859                          STATION DESCRIPTION
 DP1859
 DP1859'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1859'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY NORTH WITH
 DP1859'COUNTY HIGHWAY Y ABOUT 15 MI (24.1 KM) EAST OF WAUSAU AND 4.0 MI (6.4
 DP1859'KM) NORTH OF HATLEY, GO EAST ON COUNTY HIGHWAY NORTH FOR 66 M (216.5
 DP1859'FT) TO THE EAST ABUTMENT OF THE BRIDGE SPANNING THE PLOVER RIVER.
 DP1859'
 DP1859'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1859'GEODETIC SURVEY STATION DISK SET SET IN THE TOP OF THE SOUTH END OF
 DP1859'THE EAST ABUTMENT OF BRIDGE NUMBER B 37 404.  THE STATION IS 5.9 M
 DP1859'(19.4 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY NORTH, 66.1 M
 DP1859'(216.9 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY Y, 21.6 M (70.9
 DP1859'FT) WEST OF THE EAST END OF THE GUARDRAIL AND 0.9 M (3.0 FT) SOUTHWEST
 DP1859'OF A WHITE PLASTIC WITNESS POST.
 DP1859'
 DP1859'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1859'DEGREES ABOVE THE HORIZON EXCEPT FOR DECIDUOUS TREES TO THE SOUTH
 DP1859'EXTENDING TO 30 DEGREES ABOVE THE HORIZON, TREES TO THE NORTH
 DP1859'EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND A BRIDGE SIGN TO THE
 DP1859'NORTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1831 ***********************************************************************
 DP1831  DESIGNATION -  5H16
 DP1831  PID         -  DP1831
 DP1831  STATE/COUNTY-  WI/MARATHON
 DP1831  COUNTRY     -  US
 DP1831  USGS QUAD   -  HATLEY (2018)
 DP1831
 DP1831                         *CURRENT SURVEY CONTROL
 DP1831  ______________________________________________________________________
 DP1831* NAD 83(1986) POSITION- 44 55 41.5    (N) 089 17 08.6    (W)   HD_HELD2
 DP1831* NAVD 88 ORTHO HEIGHT -   406.153 (meters)     1332.52  (feet) ADJUSTED
 DP1831  ______________________________________________________________________
 DP1831  GEOID HEIGHT    -        -35.357 (meters)                     GEOID18
 DP1831  DYNAMIC HEIGHT  -        406.088 (meters)     1332.31  (feet) COMP
 DP1831  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 DP1831
 DP1831  VERT ORDER      -  SECOND    CLASS I
 DP1831
 DP1831.The horizontal coordinates were established by autonomous hand held GPS
 DP1831.observations and have an estimated accuracy of +/- 10 meters.
 DP1831
 DP1831.The orthometric height was determined by differential leveling and
 DP1831.adjusted by the NATIONAL GEODETIC SURVEY
 DP1831.in February 2017.
 DP1831
 DP1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1831.GEOID18 height accuracy estimate available here.
 DP1831
 DP1831.Click photographs - Photos may exist for this station.
 DP1831
 DP1831.The dynamic height is computed by dividing the NAVD 88
 DP1831.geopotential number by the normal gravity value computed on the
 DP1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1831.degrees latitude (g = 980.6199 gals.).
 DP1831
 DP1831.The modeled gravity was interpolated from observed gravity values.
 DP1831
 DP1831;                    North         East    Units  Estimated Accuracy
 DP1831;SPC WI C     -   121,908.      656,385.      MT  (+/- 10 meters HH2 GPS)
 DP1831
 DP1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1962577515(NAD 83)
 DP1831
 DP1831                          SUPERSEDED SURVEY CONTROL
 DP1831
 DP1831  NAVD 88 (03/19/14)  406.154  (m)         1332.52   (f) SUPERSEDED  2 1
 DP1831
 DP1831.Superseded values are not recommended for survey control.
 DP1831
 DP1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1831.See file dsdata.pdf to determine how the superseded data were derived.
 DP1831
 DP1831_MARKER: DD = SURVEY DISK
 DP1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1831_STAMPING: 5H16 2012
 DP1831_MARK LOGO: WIDT
 DP1831_PROJECTION: FLUSH
 DP1831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1831+STABILITY: SURFACE MOTION
 DP1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1831+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2013
 DP1831
 DP1831  HISTORY     - Date     Condition        Report By
 DP1831  HISTORY     - 2012     MONUMENTED       WIDT
 DP1831  HISTORY     - 20130807 GOOD             WIDT
 DP1831
 DP1831                          STATION DESCRIPTION
 DP1831
 DP1831'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1831'THE STATION IS LOCATED APPROXIMATELY 6.5 MI (10.5 KM) SOUTHWEST OF
 DP1831'ANIWA, 5.3 MI (8.5 KM) NORTHWEST OF ELAND AND 3.7 MI (6.0 KM) WEST OF
 DP1831'BIRNAMWOOD.
 DP1831'
 DP1831'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DP1831'HIGHWAY Y, LOCATED ON THE SOUTH SIDE OF THE CITY OF HATLEY, GO NORTH
 DP1831'ON COUNTY HIGHWAY Y FOR 3.8 MI (6.1 KM) TO BIRNAMWOOD ROAD.  TURN
 DP1831'RIGHT AND GO EAST ON BIRNAMWOOD ROAD FOR 1.0 MI (1.6 KM) TO PLEASANT
 DP1831'LANE ON THE LEFT.  CONTINUE EAST ON BIRNAMWOOD ROAD FOR 0.95 MI (1.5
 DP1831'KM) TO THE STATION ON THE RIGHT.
 DP1831'
 DP1831'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1831'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1831'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 1 M
 DP1831'(3.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 10.1 M
 DP1831'(33.1 FT) SOUTH OF THE CENTERLINE OF BIRNAMWOOD ROAD, 145 M (475.7 FT)
 DP1831'WEST OF A DRIVEWAY NORTH TO A LARGE FARM, 10.8 M (35.4 FT) EAST OF A
 DP1831'POWER POLE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP1831'WHITE PLASTIC WITNESS POSTS.
 DP1831'
 DP1831'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1831'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE WEST WHICH
 DP1831'EXTENDS TO 35 DEGREES ABOVE THE HORIZON AND A POWER LINE DIRECTLY
 DP1831'OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1830 ***********************************************************************
 DP1830  DESIGNATION -  5H17
 DP1830  PID         -  DP1830
 DP1830  STATE/COUNTY-  WI/MARATHON
 DP1830  COUNTRY     -  US
 DP1830  USGS QUAD   -  BIRNAMWOOD (2018)
 DP1830
 DP1830                         *CURRENT SURVEY CONTROL
 DP1830  ______________________________________________________________________
 DP1830* NAD 83(1986) POSITION- 44 55 41.7    (N) 089 14 44.2    (W)   HD_HELD2
 DP1830* NAVD 88 ORTHO HEIGHT -   400.277 (meters)     1313.24  (feet) ADJUSTED
 DP1830  ______________________________________________________________________
 DP1830  GEOID HEIGHT    -        -35.433 (meters)                     GEOID18
 DP1830  DYNAMIC HEIGHT  -        400.212 (meters)     1313.03  (feet) COMP
 DP1830  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 DP1830
 DP1830  VERT ORDER      -  SECOND    CLASS I
 DP1830
 DP1830.The horizontal coordinates were established by autonomous hand held GPS
 DP1830.observations and have an estimated accuracy of +/- 10 meters.
 DP1830
 DP1830.The orthometric height was determined by differential leveling and
 DP1830.adjusted by the NATIONAL GEODETIC SURVEY
 DP1830.in February 2017.
 DP1830
 DP1830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1830.GEOID18 height accuracy estimate available here.
 DP1830
 DP1830.Click photographs - Photos may exist for this station.
 DP1830
 DP1830.The dynamic height is computed by dividing the NAVD 88
 DP1830.geopotential number by the normal gravity value computed on the
 DP1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1830.degrees latitude (g = 980.6199 gals.).
 DP1830
 DP1830.The modeled gravity was interpolated from observed gravity values.
 DP1830
 DP1830;                    North         East    Units  Estimated Accuracy
 DP1830;SPC WI C     -   121,943.      659,551.      MT  (+/- 10 meters HH2 GPS)
 DP1830
 DP1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2279077433(NAD 83)
 DP1830
 DP1830                          SUPERSEDED SURVEY CONTROL
 DP1830
 DP1830  NAVD 88 (03/19/14)  400.278  (m)         1313.25   (f) SUPERSEDED  2 1
 DP1830
 DP1830.Superseded values are not recommended for survey control.
 DP1830
 DP1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1830.See file dsdata.pdf to determine how the superseded data were derived.
 DP1830
 DP1830_MARKER: DD = SURVEY DISK
 DP1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1830_STAMPING: 5H17 2012
 DP1830_MARK LOGO: WIDT
 DP1830_PROJECTION: FLUSH
 DP1830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1830+STABILITY: SURFACE MOTION
 DP1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1830+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2013
 DP1830
 DP1830  HISTORY     - Date     Condition        Report By
 DP1830  HISTORY     - 2012     MONUMENTED       WIDT
 DP1830  HISTORY     - 20130807 GOOD             WIDT
 DP1830
 DP1830                          STATION DESCRIPTION
 DP1830
 DP1830'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1830'THE STATION IS LOCATED APPROXIMATELY 5.3 MI (8.5 KM) NORTHEAST OF
 DP1830'HATLEY, 4.3 MI (6.9 KM) NORTHWEST OF ELAND, 1.8 MI (2.9 KM)
 DP1830'WEST-SOUTHWEST OF BIRNAMWOOD.
 DP1830'
 DP1830'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DP1830'HIGHWAY D, LOCATED APPROXIMATELY 2.6 MI (4.2 KM) SOUTH OF NORRIE, GO
 DP1830'NORTH ON COUNTY HIGHWAY D FOR 6.0 MI (9.7 KM) TO BIRNAMWOOD ROAD.
 DP1830'TURN LEFT AND GO WEST ON BIRNAMWOOD ROAD FOR 450 FT (137.2 M) TO THE
 DP1830'STATION ON THE RIGHT.
 DP1830'
 DP1830'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1830'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1830'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY
 DP1830'LEVEL WITH THE HIGHWAY GRADE.  THE STATION IS 7.0 M (23.0 FT) NORTH OF
 DP1830'THE CENTERLINE OF BIRNAMWOOD ROAD, 137 M (449.5 FT) WEST OF COUNTY
 DP1830'HIGHWAY D, 28.3 M (92.8 FT) NORTHEAST OF POWER POLE NUMBER 28 10 11
 DP1830'45/52 AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP1830'PLASTIC WITNESS POSTS.
 DP1830'
 DP1830'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1830'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4870 ***********************************************************************
 DJ4870  DESIGNATION -  5H46
 DJ4870  PID         -  DJ4870
 DJ4870  STATE/COUNTY-  WI/SHAWANO
 DJ4870  COUNTRY     -  US
 DJ4870  USGS QUAD   -  WITTENBERG (2018)
 DJ4870
 DJ4870                         *CURRENT SURVEY CONTROL
 DJ4870  ______________________________________________________________________
 DJ4870* NAD 83(1986) POSITION- 44 49 31.43   (N) 089 12 51.90   (W)   HD_HELD1
 DJ4870* NAVD 88 ORTHO HEIGHT -   366.275 (meters)     1201.69  (feet) ADJUSTED
 DJ4870  ______________________________________________________________________
 DJ4870  GEOID HEIGHT    -        -35.811 (meters)                     GEOID18
 DJ4870  DYNAMIC HEIGHT  -        366.213 (meters)     1201.48  (feet) COMP
 DJ4870  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 DJ4870
 DJ4870  VERT ORDER      -  SECOND    CLASS I
 DJ4870
 DJ4870.The horizontal coordinates were determined by differentially corrected
 DJ4870.hand held GPS observations or other comparable positioning techniques
 DJ4870.and have an estimated accuracy of +/- 3 meters.
 DJ4870
 DJ4870.The orthometric height was determined by differential leveling and
 DJ4870.adjusted by the WI DEPT OF TRANSP
 DJ4870.in May 2012.
 DJ4870
 DJ4870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4870.GEOID18 height accuracy estimate available here.
 DJ4870
 DJ4870.Click photographs - Photos may exist for this station.
 DJ4870
 DJ4870.The dynamic height is computed by dividing the NAVD 88
 DJ4870.geopotential number by the normal gravity value computed on the
 DJ4870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4870.degrees latitude (g = 980.6199 gals.).
 DJ4870
 DJ4870.The modeled gravity was interpolated from observed gravity values.
 DJ4870
 DJ4870;                    North         East    Units  Estimated Accuracy
 DJ4870;SPC WI C     -   110,537.1     662,124.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4870
 DJ4870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2494065939(NAD 83)
 DJ4870
 DJ4870                          SUPERSEDED SURVEY CONTROL
 DJ4870
 DJ4870  NAVD 88 (07/08/08)  366.253  (m)         1201.62   (f) SUPERSEDED  2 1
 DJ4870
 DJ4870.Superseded values are not recommended for survey control.
 DJ4870
 DJ4870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4870.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4870
 DJ4870_MARKER: DD = SURVEY DISK
 DJ4870_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4870_SP_SET: BRIDGE ABUTMENT
 DJ4870_STAMPING: 5H46 2005
 DJ4870_MARK LOGO: WIDT
 DJ4870_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4870+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 DJ4870
 DJ4870  HISTORY     - Date     Condition        Report By
 DJ4870  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4870  HISTORY     - 20060627 GOOD             WIDT
 DJ4870
 DJ4870                          STATION DESCRIPTION
 DJ4870
 DJ4870'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4870'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4870'HIGHWAY 49 TO THE SOUTH AND WILLOW DRIVE TO THE NORTH ABOUT 4 MI (6.4
 DJ4870'KM) WEST OF THE VILLAGE OF WITTENBERG, GO EAST ON STATE HIGHWAY 29 FOR
 DJ4870'1.5 MI (2.4 KM) TO NIGHTINGALE ROAD, TURN RIGHT AND GO SOUTH ON
 DJ4870'NIGHTINGALE ROAD FOR 0.05 MI (0.1 KM) TO THE BRIDGE OVER THE SOUTH
 DJ4870'BRANCH OF THE EMBARRASS RIVER AND THE STATION ON THE RIGHT.
 DJ4870'
 DJ4870'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4870'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DJ4870'THE SOUTH ABUTMENT OF THE BRIDGE, ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DJ4870'
 DJ4870'THE STATION IS 4.5 M (14.8 FT) WEST OF THE CENTERLINE OF NIGHTINGALE
 DJ4870'ROAD, 0.15 MI (0.2 KM) NORTH OF ASH ROAD, AND 0.5 M (1.6 FT) SOUTH OF
 DJ4870'A WHITE PLASTIC WITNESS POST.
 DJ4870'
 DJ4870'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4351 ***********************************************************************
 DJ4351  DESIGNATION -  5H47
 DJ4351  PID         -  DJ4351
 DJ4351  STATE/COUNTY-  WI/SHAWANO
 DJ4351  COUNTRY     -  US
 DJ4351  USGS QUAD   -  WITTENBERG (2018)
 DJ4351
 DJ4351                         *CURRENT SURVEY CONTROL
 DJ4351  ______________________________________________________________________
 DJ4351* NAD 83(1986) POSITION- 44 49 37.45   (N) 089 11 31.93   (W)   HD_HELD1
 DJ4351* NAVD 88 ORTHO HEIGHT -   363.912 (meters)     1193.93  (feet) ADJUSTED
 DJ4351  ______________________________________________________________________
 DJ4351  GEOID HEIGHT    -        -35.835 (meters)                     GEOID18
 DJ4351  DYNAMIC HEIGHT  -        363.850 (meters)     1193.73  (feet) COMP
 DJ4351  MODELED GRAVITY -    980,438.2   (mgal)                       NAVD 88
 DJ4351
 DJ4351  VERT ORDER      -  SECOND    CLASS I
 DJ4351
 DJ4351.The horizontal coordinates were determined by differentially corrected
 DJ4351.hand held GPS observations or other comparable positioning techniques
 DJ4351.and have an estimated accuracy of +/- 3 meters.
 DJ4351
 DJ4351.The orthometric height was determined by differential leveling and
 DJ4351.adjusted by the WI DEPT OF TRANSP
 DJ4351.in May 2012.
 DJ4351
 DJ4351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4351.GEOID18 height accuracy estimate available here.
 DJ4351
 DJ4351.Click photographs - Photos may exist for this station.
 DJ4351
 DJ4351.The dynamic height is computed by dividing the NAVD 88
 DJ4351.geopotential number by the normal gravity value computed on the
 DJ4351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4351.degrees latitude (g = 980.6199 gals.).
 DJ4351
 DJ4351.The modeled gravity was interpolated from observed gravity values.
 DJ4351
 DJ4351;                    North         East    Units  Estimated Accuracy
 DJ4351;SPC WI C     -   110,740.2     663,878.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4351
 DJ4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2670166078(NAD 83)
 DJ4351
 DJ4351                          SUPERSEDED SURVEY CONTROL
 DJ4351
 DJ4351  NAVD 88 (07/08/08)  363.889  (m)         1193.86   (f) SUPERSEDED  2 1
 DJ4351
 DJ4351.Superseded values are not recommended for survey control.
 DJ4351
 DJ4351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4351.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4351
 DJ4351_MARKER: DD = SURVEY DISK
 DJ4351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4351_STAMPING: 5H47 2005
 DJ4351_MARK LOGO: WIDT
 DJ4351_PROJECTION: FLUSH
 DJ4351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4351+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 DJ4351
 DJ4351  HISTORY     - Date     Condition        Report By
 DJ4351  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4351  HISTORY     - 20051205 GOOD             WIDT
 DJ4351
 DJ4351                          STATION DESCRIPTION
 DJ4351
 DJ4351'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4351'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4351'HIGHWAY Q AND KILDEER ROAD ABOUT 1 MI (1.6 KM) WEST OF THE VILLAGE OF
 DJ4351'WITTENBERG, GO SOUTH ON COUNTY HIGHWAY Q FOR 0.05 MI (0.1 KM) TO
 DJ4351'CYPRESS LANE ON THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION
 DJ4351'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4351'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4351'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M
 DJ4351'(3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 12.6 M (41.3 FT)
 DJ4351'SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY Q, 26.6 M (87.3
 DJ4351'FT) SOUTHWEST OF A WOOD POST FOR A --STOP AHEAD-- SIGN, AND 1.0 M (3.3
 DJ4351'FT) NORTH, SOUTHWEST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4351'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4351'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4869 ***********************************************************************
 DJ4869  DESIGNATION -  5H48
 DJ4869  PID         -  DJ4869
 DJ4869  STATE/COUNTY-  WI/SHAWANO
 DJ4869  COUNTRY     -  US
 DJ4869  USGS QUAD   -  SHEPLEY (2018)
 DJ4869
 DJ4869                         *CURRENT SURVEY CONTROL
 DJ4869  ______________________________________________________________________
 DJ4869* NAD 83(1986) POSITION- 44 49 24.8    (N) 089 07 23.2    (W)   HD_HELD2
 DJ4869* NAVD 88 ORTHO HEIGHT -   352.079 (meters)     1155.11  (feet) ADJUSTED
 DJ4869  ______________________________________________________________________
 DJ4869  GEOID HEIGHT    -        -35.924 (meters)                     GEOID18
 DJ4869  DYNAMIC HEIGHT  -        352.020 (meters)     1154.92  (feet) COMP
 DJ4869  MODELED GRAVITY -    980,441.6   (mgal)                       NAVD 88
 DJ4869
 DJ4869  VERT ORDER      -  SECOND    CLASS I
 DJ4869
 DJ4869.The horizontal coordinates were established by autonomous hand held GPS
 DJ4869.observations and have an estimated accuracy of +/- 10 meters.
 DJ4869
 DJ4869.The orthometric height was determined by differential leveling and
 DJ4869.adjusted by the WI DEPT OF TRANSP
 DJ4869.in May 2012.
 DJ4869
 DJ4869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4869.GEOID18 height accuracy estimate available here.
 DJ4869
 DJ4869.Click photographs - Photos may exist for this station.
 DJ4869
 DJ4869.The dynamic height is computed by dividing the NAVD 88
 DJ4869.geopotential number by the normal gravity value computed on the
 DJ4869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4869.degrees latitude (g = 980.6199 gals.).
 DJ4869
 DJ4869.The modeled gravity was interpolated from observed gravity values.
 DJ4869
 DJ4869;                    North         East    Units  Estimated Accuracy
 DJ4869;SPC WI C     -   110,406.      669,346.      MT  (+/- 10 meters HH2 GPS)
 DJ4869
 DJ4869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3215365542(NAD 83)
 DJ4869
 DJ4869                          SUPERSEDED SURVEY CONTROL
 DJ4869
 DJ4869  NAVD 88 (07/08/08)  352.056  (m)         1155.04   (f) SUPERSEDED  2 1
 DJ4869
 DJ4869.Superseded values are not recommended for survey control.
 DJ4869
 DJ4869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4869.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4869
 DJ4869_MARKER: DD = SURVEY DISK
 DJ4869_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4869_SP_SET: BRIDGE COLUMN
 DJ4869_STAMPING: 5H48 2005
 DJ4869_MARK LOGO: WIDT
 DJ4869_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4869+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2013
 DJ4869
 DJ4869  HISTORY     - Date     Condition        Report By
 DJ4869  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4869  HISTORY     - 20051206 GOOD             WIDT
 DJ4869  HISTORY     - 20130630 GOOD             WIDT
 DJ4869
 DJ4869                          STATION DESCRIPTION
 DJ4869
 DJ4869'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4869'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 45 SOUTH WITH
 DJ4869'STATE HIGHWAY 29 AND US HIGHWAY 45 NORTH (EXIT 198) ABOUT 2 MI (3.2
 DJ4869'KM) EAST OF THE VILLAGE OF WITTENBERG.
 DJ4869'
 DJ4869'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4869'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTH FACE OF THE
 DJ4869'SOUTHERNMOST COLUMN FOR THE EASTBOUND STATE HIGHWAY 29 BRIDGE, ABOUT
 DJ4869'0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.
 DJ4869'
 DJ4869'THE STATION IS 7.7 M (25.3 FT) WEST OF THE CENTERLINE OF NORTHBOUND US
 DJ4869'HIGHWAY 45, 19.5 M (64.0 FT) NORTHEAST OF THE EASTERNMOST WOOD POST
 DJ4869'FOR A --CLINTONVILLE AND GREEN BAY-- SIGN, 18.2 M (59.7 FT) NORTHWEST
 DJ4869'OF THE WESTERNMOST WOOD POST FOR A --STATE HIGHWAY 29 WEST, US HIGHWAY
 DJ4869'45 NORTH, STATE HIGHWAY 29 BUSINESS-- SIGN.
 DJ4869'
 DJ4869'---NOTE---THIS STATION IS SET VERTICALLY AND NOT SUITABLE FOR GPS
 DJ4869'OBSERVATIONS.
 DJ4869
 DJ4869                          STATION RECOVERY (2013)
 DJ4869
 DJ4869'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DJ4869'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4349 ***********************************************************************
 DJ4349  DESIGNATION -  5H49
 DJ4349  PID         -  DJ4349
 DJ4349  STATE/COUNTY-  WI/SHAWANO
 DJ4349  COUNTRY     -  US
 DJ4349  USGS QUAD   -  SHEPLEY (2018)
 DJ4349
 DJ4349                         *CURRENT SURVEY CONTROL
 DJ4349  ______________________________________________________________________
 DJ4349* NAD 83(1986) POSITION- 44 48 43.61   (N) 089 07 24.46   (W)   HD_HELD1
 DJ4349* NAVD 88 ORTHO HEIGHT -   353.835 (meters)     1160.87  (feet) ADJUSTED
 DJ4349  ______________________________________________________________________
 DJ4349  GEOID HEIGHT    -        -35.949 (meters)                     GEOID18
 DJ4349  DYNAMIC HEIGHT  -        353.776 (meters)     1160.68  (feet) COMP
 DJ4349  MODELED GRAVITY -    980,441.0   (mgal)                       NAVD 88
 DJ4349
 DJ4349  VERT ORDER      -  SECOND    CLASS I
 DJ4349
 DJ4349.The horizontal coordinates were determined by differentially corrected
 DJ4349.hand held GPS observations or other comparable positioning techniques
 DJ4349.and have an estimated accuracy of +/- 3 meters.
 DJ4349
 DJ4349.The orthometric height was determined by differential leveling and
 DJ4349.adjusted by the WI DEPT OF TRANSP
 DJ4349.in May 2012.
 DJ4349
 DJ4349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4349.GEOID18 height accuracy estimate available here.
 DJ4349
 DJ4349.Click photographs - Photos may exist for this station.
 DJ4349
 DJ4349.The dynamic height is computed by dividing the NAVD 88
 DJ4349.geopotential number by the normal gravity value computed on the
 DJ4349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4349.degrees latitude (g = 980.6199 gals.).
 DJ4349
 DJ4349.The modeled gravity was interpolated from observed gravity values.
 DJ4349
 DJ4349;                    North         East    Units  Estimated Accuracy
 DJ4349;SPC WI C     -   109,134.8     669,332.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4349
 DJ4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3209264272(NAD 83)
 DJ4349
 DJ4349                          SUPERSEDED SURVEY CONTROL
 DJ4349
 DJ4349  NAVD 88 (07/08/08)  353.812  (m)         1160.80   (f) SUPERSEDED  2 1
 DJ4349
 DJ4349.Superseded values are not recommended for survey control.
 DJ4349
 DJ4349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4349.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4349
 DJ4349_MARKER: DD = SURVEY DISK
 DJ4349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4349_STAMPING: 5H49 2005
 DJ4349_MARK LOGO: WIDT
 DJ4349_PROJECTION: FLUSH
 DJ4349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4349+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 DJ4349
 DJ4349  HISTORY     - Date     Condition        Report By
 DJ4349  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4349  HISTORY     - 20051206 GOOD             WIDT
 DJ4349
 DJ4349                          STATION DESCRIPTION
 DJ4349
 DJ4349'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4349'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 NORTH AND
 DJ4349'STATE HIGHWAY 29 WITH US HIGHWAY 45 SOUTH (EXIT 198) ABOUT 2 MI (3.2
 DJ4349'KM) EAST OF THE VILLAGE OF WITTENBERG, GO SOUTH ON US HIGHWAY 45 FOR
 DJ4349'0.8 MI (1.3 KM) TO WILLOW ROAD AND THE STATION ON THE RIGHT.  THE
 DJ4349'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4349'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4349'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4349'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 24.3 M (79.7
 DJ4349'FT) WEST OF THE CENTERLINE OF US HIGHWAY 45, 20.4 M (66.9 FT) NORTH OF
 DJ4349'THE CENTERLINE OF WILLOW ROAD, 25.9 M (85.0 FT) SOUTH OF A TELEPHONE
 DJ4349'PEDESTAL, 2 M (6.6 FT) SOUTHEAST OF AN AGRICULTURAL FIELD, 1.9 M (6.2
 DJ4349'FT) EAST OF A YELLOW RIGHT-OF-WAY POST, AND 1.0 M (3.3 FT) SOUTH,
 DJ4349'NORTHEAST AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4349'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4349'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4868 ***********************************************************************
 DJ4868  DESIGNATION -  5H50
 DJ4868  PID         -  DJ4868
 DJ4868  STATE/COUNTY-  WI/SHAWANO
 DJ4868  COUNTRY     -  US
 DJ4868  USGS QUAD   -  SHEPLEY (2018)
 DJ4868
 DJ4868                         *CURRENT SURVEY CONTROL
 DJ4868  ______________________________________________________________________
 DJ4868* NAD 83(1986) POSITION- 44 46 18.24   (N) 089 06 11.29   (W)   HD_HELD1
 DJ4868* NAVD 88 ORTHO HEIGHT -   337.731 (meters)     1108.04  (feet) ADJUSTED
 DJ4868  ______________________________________________________________________
 DJ4868  GEOID HEIGHT    -        -36.046 (meters)                     GEOID18
 DJ4868  DYNAMIC HEIGHT  -        337.674 (meters)     1107.85  (feet) COMP
 DJ4868  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 DJ4868
 DJ4868  VERT ORDER      -  SECOND    CLASS I
 DJ4868
 DJ4868.The horizontal coordinates were determined by differentially corrected
 DJ4868.hand held GPS observations or other comparable positioning techniques
 DJ4868.and have an estimated accuracy of +/- 3 meters.
 DJ4868
 DJ4868.The orthometric height was determined by differential leveling and
 DJ4868.adjusted by the WI DEPT OF TRANSP
 DJ4868.in May 2012.
 DJ4868
 DJ4868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4868.GEOID18 height accuracy estimate available here.
 DJ4868
 DJ4868.Click photographs - Photos may exist for this station.
 DJ4868
 DJ4868.The dynamic height is computed by dividing the NAVD 88
 DJ4868.geopotential number by the normal gravity value computed on the
 DJ4868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4868.degrees latitude (g = 980.6199 gals.).
 DJ4868
 DJ4868.The modeled gravity was interpolated from observed gravity values.
 DJ4868
 DJ4868;                    North         East    Units  Estimated Accuracy
 DJ4868;SPC WI C     -   104,665.5     670,989.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4868
 DJ4868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3358359744(NAD 83)
 DJ4868
 DJ4868                          SUPERSEDED SURVEY CONTROL
 DJ4868
 DJ4868  NAVD 88 (07/08/08)  337.708  (m)         1107.96   (f) SUPERSEDED  2 1
 DJ4868
 DJ4868.Superseded values are not recommended for survey control.
 DJ4868
 DJ4868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4868.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4868
 DJ4868_MARKER: DD = SURVEY DISK
 DJ4868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4868_STAMPING: 5H50 2005
 DJ4868_MARK LOGO: WIDT
 DJ4868_PROJECTION: FLUSH
 DJ4868_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4868+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 DJ4868
 DJ4868  HISTORY     - Date     Condition        Report By
 DJ4868  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4868  HISTORY     - 20051208 GOOD             WIDT
 DJ4868
 DJ4868                          STATION DESCRIPTION
 DJ4868
 DJ4868'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4868'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 DJ4868'HIGHWAY 153 TO THE WEST AND BALSAM ROAD TO THE EAST ABOUT 4 MI (6.4
 DJ4868'KM) SOUTHEAST OF THE VILLAGE OF WITTENBERG, GO SOUTHEAST ON US HIGHWAY
 DJ4868'45 FOR 0.9 MI (1.4 KM) TO WITT-MOOR TOWNLINE ROAD AND THE STATION ON
 DJ4868'THE RIGHT.
 DJ4868'
 DJ4868'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4868'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4868'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4868'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4868'
 DJ4868'THE STATION IS 36.8 M (120.7 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY
 DJ4868'45, 8.1 M (26.6 FT) WEST OF THE CENTERLINE OF WITT-MOOR TOWNLINE ROAD,
 DJ4868'15.2 M (49.9 FT) WEST OF A WOOD POST FOR A --STOP-- SIGN, 8 M (26.2
 DJ4868'FT) NORTH OF A BIKE PATH, AND 1.0 M (3.3 FT) SOUTH, EAST, AND
 DJ4868'NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4868'
 DJ4868'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4868'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE WEST
 DJ4868'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4348 ***********************************************************************
 DJ4348  DESIGNATION -  5H51
 DJ4348  PID         -  DJ4348
 DJ4348  STATE/COUNTY-  WI/SHAWANO
 DJ4348  COUNTRY     -  US
 DJ4348  USGS QUAD   -  SHEPLEY (2018)
 DJ4348
 DJ4348                         *CURRENT SURVEY CONTROL
 DJ4348  ______________________________________________________________________
 DJ4348* NAD 83(1986) POSITION- 44 45 35.04   (N) 089 04 39.91   (W)   HD_HELD1
 DJ4348* NAVD 88 ORTHO HEIGHT -   323.790 (meters)     1062.30  (feet) ADJUSTED
 DJ4348  ______________________________________________________________________
 DJ4348  GEOID HEIGHT    -        -36.091 (meters)                     GEOID18
 DJ4348  DYNAMIC HEIGHT  -        323.736 (meters)     1062.12  (feet) COMP
 DJ4348  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 DJ4348
 DJ4348  VERT ORDER      -  SECOND    CLASS I
 DJ4348
 DJ4348.The horizontal coordinates were determined by differentially corrected
 DJ4348.hand held GPS observations or other comparable positioning techniques
 DJ4348.and have an estimated accuracy of +/- 3 meters.
 DJ4348
 DJ4348.The orthometric height was determined by differential leveling and
 DJ4348.adjusted by the WI DEPT OF TRANSP
 DJ4348.in May 2012.
 DJ4348
 DJ4348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4348.GEOID18 height accuracy estimate available here.
 DJ4348
 DJ4348.Click photographs - Photos may exist for this station.
 DJ4348
 DJ4348.The dynamic height is computed by dividing the NAVD 88
 DJ4348.geopotential number by the normal gravity value computed on the
 DJ4348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4348.degrees latitude (g = 980.6199 gals.).
 DJ4348
 DJ4348.The modeled gravity was interpolated from observed gravity values.
 DJ4348
 DJ4348;                    North         East    Units  Estimated Accuracy
 DJ4348;SPC WI C     -   103,354.6     673,013.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4348
 DJ4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3555758360(NAD 83)
 DJ4348
 DJ4348                          SUPERSEDED SURVEY CONTROL
 DJ4348
 DJ4348  NAVD 88 (07/08/08)  323.767  (m)         1062.23   (f) SUPERSEDED  2 1
 DJ4348
 DJ4348.Superseded values are not recommended for survey control.
 DJ4348
 DJ4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4348.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4348
 DJ4348_MARKER: DD = SURVEY DISK
 DJ4348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4348_STAMPING: 5H51 2005
 DJ4348_MARK LOGO: WIDT
 DJ4348_PROJECTION: FLUSH
 DJ4348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4348+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 DJ4348
 DJ4348  HISTORY     - Date     Condition        Report By
 DJ4348  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4348  HISTORY     - 20051209 GOOD             WIDT
 DJ4348
 DJ4348                          STATION DESCRIPTION
 DJ4348
 DJ4348'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4348'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY
 DJ4348'HIGHWAY J IN THE VILLAGE OF TIGERTON, GO NORTHWEST ON US HIGHWAY 45
 DJ4348'FOR 0.75 MI (1.2 KM) TO HIRT ROAD, CONTINUE NORTHWEST ON US HIGHWAY 45
 DJ4348'FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4348'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4348'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4348'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4348'THE HIGHWAY PAVEMENT.  THE STATION IS 17.3 M (56.8 FT) NORTHEAST OF
 DJ4348'THE CENTERLINE OF US HIGHWAY 45, 0.05 MI (0.1 KM) SOUTHEAST OF
 DJ4348'BREITRICK ROAD, 24 M (78.7 FT) SOUTHEAST OF A FIELD ENTRANCE, 5 M
 DJ4348'(16.4 FT) SOUTHWEST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT)
 DJ4348'SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4348'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4348'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4347 ***********************************************************************
 DJ4347  DESIGNATION -  5H52
 DJ4347  PID         -  DJ4347
 DJ4347  STATE/COUNTY-  WI/SHAWANO
 DJ4347  COUNTRY     -  US
 DJ4347  USGS QUAD   -  TIGERTON (2018)
 DJ4347
 DJ4347                         *CURRENT SURVEY CONTROL
 DJ4347  ______________________________________________________________________
 DJ4347* NAD 83(1986) POSITION- 44 44 05.82   (N) 089 02 54.47   (W)   HD_HELD1
 DJ4347* NAVD 88 ORTHO HEIGHT -   311.719 (meters)     1022.70  (feet) ADJUSTED
 DJ4347  ______________________________________________________________________
 DJ4347  GEOID HEIGHT    -        -36.156 (meters)                     GEOID18
 DJ4347  DYNAMIC HEIGHT  -        311.667 (meters)     1022.53  (feet) COMP
 DJ4347  MODELED GRAVITY -    980,444.8   (mgal)                       NAVD 88
 DJ4347
 DJ4347  VERT ORDER      -  SECOND    CLASS I
 DJ4347
 DJ4347.The horizontal coordinates were determined by differentially corrected
 DJ4347.hand held GPS observations or other comparable positioning techniques
 DJ4347.and have an estimated accuracy of +/- 3 meters.
 DJ4347
 DJ4347.The orthometric height was determined by differential leveling and
 DJ4347.adjusted by the WI DEPT OF TRANSP
 DJ4347.in May 2012.
 DJ4347
 DJ4347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4347.GEOID18 height accuracy estimate available here.
 DJ4347
 DJ4347.Click photographs - Photos may exist for this station.
 DJ4347
 DJ4347.The dynamic height is computed by dividing the NAVD 88
 DJ4347.geopotential number by the normal gravity value computed on the
 DJ4347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4347.degrees latitude (g = 980.6199 gals.).
 DJ4347
 DJ4347.The modeled gravity was interpolated from observed gravity values.
 DJ4347
 DJ4347;                    North         East    Units  Estimated Accuracy
 DJ4347;SPC WI C     -   100,627.6     675,364.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4347
 DJ4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3780655548(NAD 83)
 DJ4347
 DJ4347                          SUPERSEDED SURVEY CONTROL
 DJ4347
 DJ4347  NAVD 88 (07/08/08)  311.695  (m)         1022.62   (f) SUPERSEDED  2 1
 DJ4347
 DJ4347.Superseded values are not recommended for survey control.
 DJ4347
 DJ4347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4347.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4347
 DJ4347_MARKER: DD = SURVEY DISK
 DJ4347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4347_STAMPING: 5H52 2005
 DJ4347_MARK LOGO: WIDT
 DJ4347_PROJECTION: FLUSH
 DJ4347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4347+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 DJ4347
 DJ4347  HISTORY     - Date     Condition        Report By
 DJ4347  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4347  HISTORY     - 20051212 GOOD             WIDT
 DJ4347
 DJ4347                          STATION DESCRIPTION
 DJ4347
 DJ4347'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4347'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 AND COUNTY
 DJ4347'HIGHWAY M IN THE VILLAGE OF TIGERTON, GO SOUTHEAST ON US HIGHWAY 45
 DJ4347'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DJ4347'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4347'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4347'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4347'THE HIGHWAY PAVEMENT.  THE STATION IS 15.5 M (50.9 FT) NORTHEAST OF
 DJ4347'THE CENTERLINE OF US HIGHWAY 45, 29 M (95.1 FT) NORTHWEST OF A PRIVATE
 DJ4347'ENTRANCE, 20.0 M (65.6 FT) SOUTHEAST OF A WOOD POST FOR A --TIGERTON
 DJ4347'POP.764-- SIGN, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A
 DJ4347'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4347'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4360 ***********************************************************************
 DJ4360  DESIGNATION -  5H53
 DJ4360  PID         -  DJ4360
 DJ4360  STATE/COUNTY-  WI/WAUPACA
 DJ4360  COUNTRY     -  US
 DJ4360  USGS QUAD   -  IOLA (2018)
 DJ4360
 DJ4360                         *CURRENT SURVEY CONTROL
 DJ4360  ______________________________________________________________________
 DJ4360* NAD 83(1986) POSITION- 44 33 00.47   (N) 089 11 46.56   (W)   HD_HELD1
 DJ4360* NAVD 88 ORTHO HEIGHT -   308.984 (meters)     1013.73  (feet) ADJUSTED
 DJ4360  ______________________________________________________________________
 DJ4360  GEOID HEIGHT    -        -36.230 (meters)                     GEOID18
 DJ4360  DYNAMIC HEIGHT  -        308.928 (meters)     1013.54  (feet) COMP
 DJ4360  MODELED GRAVITY -    980,430.2   (mgal)                       NAVD 88
 DJ4360
 DJ4360  VERT ORDER      -  SECOND    CLASS I
 DJ4360
 DJ4360.The horizontal coordinates were determined by differentially corrected
 DJ4360.hand held GPS observations or other comparable positioning techniques
 DJ4360.and have an estimated accuracy of +/- 3 meters.
 DJ4360
 DJ4360.The orthometric height was determined by differential leveling and
 DJ4360.adjusted by the WI DEPT OF TRANSP
 DJ4360.in May 2012.
 DJ4360
 DJ4360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4360.GEOID18 height accuracy estimate available here.
 DJ4360
 DJ4360.Click photographs - Photos may exist for this station.
 DJ4360
 DJ4360.The dynamic height is computed by dividing the NAVD 88
 DJ4360.geopotential number by the normal gravity value computed on the
 DJ4360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4360.degrees latitude (g = 980.6199 gals.).
 DJ4360
 DJ4360.The modeled gravity was interpolated from observed gravity values.
 DJ4360
 DJ4360;                    North         East    Units  Estimated Accuracy
 DJ4360;SPC WI C     -    79,965.1     663,862.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4360
 DJ4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2555035323(NAD 83)
 DJ4360
 DJ4360                          SUPERSEDED SURVEY CONTROL
 DJ4360
 DJ4360  NAVD 88 (07/08/08)  308.960  (m)         1013.65   (f) SUPERSEDED  2 1
 DJ4360
 DJ4360.Superseded values are not recommended for survey control.
 DJ4360
 DJ4360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4360.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4360
 DJ4360_MARKER: DD = SURVEY DISK
 DJ4360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4360_STAMPING: 5H53 2005
 DJ4360_MARK LOGO: WIDT
 DJ4360_PROJECTION: FLUSH
 DJ4360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4360+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DJ4360
 DJ4360  HISTORY     - Date     Condition        Report By
 DJ4360  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4360  HISTORY     - 20060329 GOOD             WIDT
 DJ4360  HISTORY     - 20101019 GOOD             WIDT
 DJ4360
 DJ4360                          STATION DESCRIPTION
 DJ4360
 DJ4360'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4360'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 (MAIN
 DJ4360'STREET) WITH STATE HIGHWAY 161 WEST (MILL STREET) IN THE VILLAGE OF
 DJ4360'IOLA, GO NORTHERLY ON STATE HIGHWAY 49 FOR 4.3 MI (6.9 KM) TO STRAT
 DJ4360'ROAD ON THE RIGHT, CONTINUE NORTHWEST THEN WEST ON STATE HIGHWAY 49
 DJ4360'FOR 0.45 MI (0.7 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DJ4360'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4360'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4360'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4360'THE HIGHWAY PAVEMENT.  THE STATION IS 23.5 M (77.1 FT) SOUTH OF THE
 DJ4360'CENTERLINE OF STATE HIGHWAY 49, 37.4 M (122.7 FT) EAST OF THE EXTENDED
 DJ4360'CENTER OF A PRIVATE ENTRANCE --N8628--, 27 M (88.6 FT) EAST OF A FIELD
 DJ4360'ENTRANCE, 0.8 M (2.6 FT) NORTH OF A YELLOW 4X4 PLASTIC RIGHT-OF-WAY
 DJ4360'POST, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE
 DJ4360'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4360'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4360
 DJ4360                          STATION RECOVERY (2010)
 DJ4360
 DJ4360'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4362 ***********************************************************************
 DJ4362  DESIGNATION -  5H54
 DJ4362  PID         -  DJ4362
 DJ4362  STATE/COUNTY-  WI/WAUPACA
 DJ4362  COUNTRY     -  US
 DJ4362  USGS QUAD   -  IOLA (2018)
 DJ4362
 DJ4362                         *CURRENT SURVEY CONTROL
 DJ4362  ______________________________________________________________________
 DJ4362* NAD 83(1986) POSITION- 44 31 22.26   (N) 089 08 50.72   (W)   HD_HELD1
 DJ4362* NAVD 88 ORTHO HEIGHT -   304.116 (meters)      997.75  (feet) ADJUSTED
 DJ4362  ______________________________________________________________________
 DJ4362  GEOID HEIGHT    -        -36.274 (meters)                     GEOID18
 DJ4362  DYNAMIC HEIGHT  -        304.063 (meters)      997.58  (feet) COMP
 DJ4362  MODELED GRAVITY -    980,434.7   (mgal)                       NAVD 88
 DJ4362
 DJ4362  VERT ORDER      -  SECOND    CLASS I
 DJ4362
 DJ4362.The horizontal coordinates were determined by differentially corrected
 DJ4362.hand held GPS observations or other comparable positioning techniques
 DJ4362.and have an estimated accuracy of +/- 3 meters.
 DJ4362
 DJ4362.The orthometric height was determined by differential leveling and
 DJ4362.adjusted by the WI DEPT OF TRANSP
 DJ4362.in May 2012.
 DJ4362
 DJ4362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4362.GEOID18 height accuracy estimate available here.
 DJ4362
 DJ4362.Click photographs - Photos may exist for this station.
 DJ4362
 DJ4362.The dynamic height is computed by dividing the NAVD 88
 DJ4362.geopotential number by the normal gravity value computed on the
 DJ4362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4362.degrees latitude (g = 980.6199 gals.).
 DJ4362
 DJ4362.The modeled gravity was interpolated from observed gravity values.
 DJ4362
 DJ4362;                    North         East    Units  Estimated Accuracy
 DJ4362;SPC WI C     -    76,973.5     667,774.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4362
 DJ4362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2935032190(NAD 83)
 DJ4362
 DJ4362                          SUPERSEDED SURVEY CONTROL
 DJ4362
 DJ4362  NAVD 88 (07/08/08)  304.092  (m)          997.68   (f) SUPERSEDED  2 1
 DJ4362
 DJ4362.Superseded values are not recommended for survey control.
 DJ4362
 DJ4362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4362.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4362
 DJ4362_MARKER: DD = SURVEY DISK
 DJ4362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4362_STAMPING: 5H54 2005
 DJ4362_MARK LOGO: WIDT
 DJ4362_PROJECTION: FLUSH
 DJ4362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4362+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DJ4362
 DJ4362  HISTORY     - Date     Condition        Report By
 DJ4362  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4362  HISTORY     - 20060328 GOOD             WIDT
 DJ4362  HISTORY     - 20101019 GOOD             WIDT
 DJ4362
 DJ4362                          STATION DESCRIPTION
 DJ4362
 DJ4362'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4362'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 (MAIN
 DJ4362'STREET) WITH STATE HIGHWAY 161 WEST (MILL STREET) IN THE VILLAGE OF
 DJ4362'IOLA, GO NORTHERLY ON STATE HIGHWAY 49 FOR 1.1 TO LAKE SHORE DRIVE ON
 DJ4362'THE RIGHT, CONTINUE NORTH ON STATE HIGHWAY 49 FOR 0.2 MI (0.3 KM) TO
 DJ4362'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4362'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4362'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4362'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4362'THE STATION IS 8.3 M (27.2 FT) NORTH OF THE CENTERLINE OF STATE
 DJ4362'HIGHWAY 49, 81 M (265.7 FT) EAST OF THE CENTERLINE OF TRESSNESS ROAD,
 DJ4362'62 M (203.4 FT) WEST OF A PRIVATE ENTRANCE --N7784--, AND 1.0 M (3.3
 DJ4362'FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4362'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4362'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4362
 DJ4362                          STATION RECOVERY (2010)
 DJ4362
 DJ4362'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4362'RECOVERED IN GOOD CONDITION.  THE STATION IS 1.0 M SOUTHEAST AND 1.0 M
 DJ4362'SOUTHWEST OF TWO WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4364 ***********************************************************************
 DJ4364  DESIGNATION -  5H55
 DJ4364  PID         -  DJ4364
 DJ4364  STATE/COUNTY-  WI/WAUPACA
 DJ4364  COUNTRY     -  US
 DJ4364  USGS QUAD   -  BIG FALLS (2018)
 DJ4364
 DJ4364                         *CURRENT SURVEY CONTROL
 DJ4364  ______________________________________________________________________
 DJ4364* NAD 83(1986) POSITION- 44 30 39.90   (N) 089 03 09.77   (W)   HD_HELD1
 DJ4364* NAVD 88 ORTHO HEIGHT -   269.564 (meters)      884.39  (feet) ADJUSTED
 DJ4364  ______________________________________________________________________
 DJ4364  GEOID HEIGHT    -        -36.354 (meters)                     GEOID18
 DJ4364  DYNAMIC HEIGHT  -        269.518 (meters)      884.24  (feet) COMP
 DJ4364  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 DJ4364
 DJ4364  VERT ORDER      -  SECOND    CLASS I
 DJ4364
 DJ4364.The horizontal coordinates were determined by differentially corrected
 DJ4364.hand held GPS observations or other comparable positioning techniques
 DJ4364.and have an estimated accuracy of +/- 3 meters.
 DJ4364
 DJ4364.The orthometric height was determined by differential leveling and
 DJ4364.adjusted by the WI DEPT OF TRANSP
 DJ4364.in May 2012.
 DJ4364
 DJ4364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4364.GEOID18 height accuracy estimate available here.
 DJ4364
 DJ4364.Click photographs - Photos may exist for this station.
 DJ4364
 DJ4364.The dynamic height is computed by dividing the NAVD 88
 DJ4364.geopotential number by the normal gravity value computed on the
 DJ4364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4364.degrees latitude (g = 980.6199 gals.).
 DJ4364
 DJ4364.The modeled gravity was interpolated from observed gravity values.
 DJ4364
 DJ4364;                    North         East    Units  Estimated Accuracy
 DJ4364;SPC WI C     -    75,749.5     675,318.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4364
 DJ4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3684430689(NAD 83)
 DJ4364
 DJ4364                          SUPERSEDED SURVEY CONTROL
 DJ4364
 DJ4364  NAVD 88 (07/08/08)  269.540  (m)          884.32   (f) SUPERSEDED  2 1
 DJ4364
 DJ4364.Superseded values are not recommended for survey control.
 DJ4364
 DJ4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4364.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4364
 DJ4364_MARKER: DD = SURVEY DISK
 DJ4364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4364_STAMPING: 5H55 2005
 DJ4364_MARK LOGO: WIDT
 DJ4364_PROJECTION: FLUSH
 DJ4364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4364+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4364
 DJ4364  HISTORY     - Date     Condition        Report By
 DJ4364  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4364  HISTORY     - 20060321 GOOD             WIDT
 DJ4364  HISTORY     - 20101025 GOOD             WIDT
 DJ4364
 DJ4364                          STATION DESCRIPTION
 DJ4364
 DJ4364'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4364'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 161 WITH
 DJ4364'COUNTY HIGHWAY E ABOUT 6 MI (9.7 KM) EAST OF THE VILLAGE OF IOLA, GO
 DJ4364'WEST ON STATE HIGHWAY 161 FOR 1.0 TO BESTUL ROAD ON THE RIGHT,
 DJ4364'CONTINUE WEST ON STATE HIGHWAY 161 FOR 0.5 MI (0.8 KM) TO THE STATION
 DJ4364'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4364'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4364'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4364'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4364'IS 6.9 M (22.6 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 161, 22.9
 DJ4364'M (75.1 FT) NORTHEAST OF A POWER POLE, 4.2 M (13.8 FT) SOUTHWEST OF A
 DJ4364'TELEPHONE PEDESTAL --3700 3--, AND 1.0 M (3.3 FT) EAST AND WEST OF A
 DJ4364'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE
 DJ4364'FOR GPS OBSERVATIONS.
 DJ4364
 DJ4364                          STATION RECOVERY (2010)
 DJ4364
 DJ4364'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4364'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 82.5 M WEST OF
 DJ4364'PRIVATE ENTRANCE --E3500-- AND 65 M EAST OF THE EXTENDED CENTERLINE OF
 DJ4364'PRIVATE ENTRANCE --E3463--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4865 ***********************************************************************
 DJ4865  DESIGNATION -  5J01
 DJ4865  PID         -  DJ4865
 DJ4865  STATE/COUNTY-  WI/WAUPACA
 DJ4865  COUNTRY     -  US
 DJ4865  USGS QUAD   -  SYMCO (2018)
 DJ4865
 DJ4865                         *CURRENT SURVEY CONTROL
 DJ4865  ______________________________________________________________________
 DJ4865* NAD 83(1986) POSITION- 44 30 38.19   (N) 088 59 33.67   (W)   HD_HELD1
 DJ4865* NAVD 88 ORTHO HEIGHT -   259.142 (meters)      850.20  (feet) ADJUSTED
 DJ4865  ______________________________________________________________________
 DJ4865  GEOID HEIGHT    -        -36.393 (meters)                     GEOID18
 DJ4865  DYNAMIC HEIGHT  -        259.098 (meters)      850.06  (feet) COMP
 DJ4865  MODELED GRAVITY -    980,444.1   (mgal)                       NAVD 88
 DJ4865
 DJ4865  VERT ORDER      -  SECOND    CLASS I
 DJ4865
 DJ4865.The horizontal coordinates were determined by differentially corrected
 DJ4865.hand held GPS observations or other comparable positioning techniques
 DJ4865.and have an estimated accuracy of +/- 3 meters.
 DJ4865
 DJ4865.The orthometric height was determined by differential leveling and
 DJ4865.adjusted by the WI DEPT OF TRANSP
 DJ4865.in May 2012.
 DJ4865
 DJ4865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4865.GEOID18 height accuracy estimate available here.
 DJ4865
 DJ4865.Click photographs - Photos may exist for this station.
 DJ4865
 DJ4865.The dynamic height is computed by dividing the NAVD 88
 DJ4865.geopotential number by the normal gravity value computed on the
 DJ4865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4865.degrees latitude (g = 980.6199 gals.).
 DJ4865
 DJ4865.The modeled gravity was interpolated from observed gravity values.
 DJ4865
 DJ4865;                    North         East    Units  Estimated Accuracy
 DJ4865;SPC WI C     -    75,754.2     680,091.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4865
 DJ4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4161430518(NAD 83)
 DJ4865
 DJ4865                          SUPERSEDED SURVEY CONTROL
 DJ4865
 DJ4865  NAVD 88 (07/08/08)  259.117  (m)          850.12   (f) SUPERSEDED  2 1
 DJ4865
 DJ4865.Superseded values are not recommended for survey control.
 DJ4865
 DJ4865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4865.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4865
 DJ4865_MARKER: DD = SURVEY DISK
 DJ4865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4865_STAMPING: 5J01 2005
 DJ4865_MARK LOGO: WIDT
 DJ4865_PROJECTION: FLUSH
 DJ4865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4865+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4865
 DJ4865  HISTORY     - Date     Condition        Report By
 DJ4865  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4865  HISTORY     - 20051107 GOOD             WIDT
 DJ4865  HISTORY     - 20101025 GOOD             WIDT
 DJ4865
 DJ4865                          STATION DESCRIPTION
 DJ4865
 DJ4865'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4865'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 161 WITH
 DJ4865'COUNTY HIGHWAY K TO THE SOUTH AND SWAMP ROAD TO THE NORTH ABOUT 6 MI
 DJ4865'(9.7 KM) EAST OF THE VILLAGE OF IOLA, GO WEST ON STATE HIGHWAY 161 FOR
 DJ4865'0.6 MI (1.0 KM) TO THE STATION ON THE LEFT.
 DJ4865'
 DJ4865'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4865'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4865'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4865'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4865'
 DJ4865'THE STATION IS 10.2 M (33.5 FT) SOUTH OF THE CENTERLINE OF STATE
 DJ4865'HIGHWAY 161, 57.9 M (190.0 FT) SOUTHEAST OF A WOOD POST FOR A
 DJ4865'--INTERSECTION AHEAD-- SIGN, 51.7 M (169.6 FT) WEST OF A WOOD POST FOR
 DJ4865'A --NO PASSING ZONE-- SIGN, 37.4 M (122.7 FT) SOUTHEAST OF A TELEPHONE
 DJ4865'PEDESTAL --A8G 1--, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST
 DJ4865'OF A WHITE PLASTIC WITNESS POST.
 DJ4865'
 DJ4865'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4865'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4865
 DJ4865                          STATION RECOVERY (2010)
 DJ4865
 DJ4865'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4865'RECOVERED IN GOOD CONDITION.  NOTE---LARGE CHUNKS OF CONCRETE HAVE
 DJ4865'BEEN REMOVED FROM THE SOUTHWEST AND SOUTH EDGES OF THE CONCRETE POST
 DJ4865'BUT THE DISK IS STABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4325 ***********************************************************************
 DJ4325  DESIGNATION -  5J02
 DJ4325  PID         -  DJ4325
 DJ4325  STATE/COUNTY-  WI/WAUPACA
 DJ4325  COUNTRY     -  US
 DJ4325  USGS QUAD   -  SYMCO (2018)
 DJ4325
 DJ4325                         *CURRENT SURVEY CONTROL
 DJ4325  ______________________________________________________________________
 DJ4325* NAD 83(1986) POSITION- 44 30 50.09   (N) 088 57 37.98   (W)   HD_HELD1
 DJ4325* NAVD 88 ORTHO HEIGHT -   253.856 (meters)      832.86  (feet) ADJUSTED
 DJ4325  ______________________________________________________________________
 DJ4325  GEOID HEIGHT    -        -36.405 (meters)                     GEOID18
 DJ4325  DYNAMIC HEIGHT  -        253.813 (meters)      832.72  (feet) COMP
 DJ4325  MODELED GRAVITY -    980,445.8   (mgal)                       NAVD 88
 DJ4325
 DJ4325  VERT ORDER      -  SECOND    CLASS I
 DJ4325
 DJ4325.The horizontal coordinates were determined by differentially corrected
 DJ4325.hand held GPS observations or other comparable positioning techniques
 DJ4325.and have an estimated accuracy of +/- 3 meters.
 DJ4325
 DJ4325.The orthometric height was determined by differential leveling and
 DJ4325.adjusted by the WI DEPT OF TRANSP
 DJ4325.in May 2012.
 DJ4325
 DJ4325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4325.GEOID18 height accuracy estimate available here.
 DJ4325
 DJ4325.Click photographs - Photos may exist for this station.
 DJ4325
 DJ4325.The dynamic height is computed by dividing the NAVD 88
 DJ4325.geopotential number by the normal gravity value computed on the
 DJ4325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4325.degrees latitude (g = 980.6199 gals.).
 DJ4325
 DJ4325.The modeled gravity was interpolated from observed gravity values.
 DJ4325
 DJ4325;                    North         East    Units  Estimated Accuracy
 DJ4325;SPC WI C     -    76,153.7     682,641.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4325
 DJ4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4417730824(NAD 83)
 DJ4325
 DJ4325                          SUPERSEDED SURVEY CONTROL
 DJ4325
 DJ4325  NAVD 88 (07/08/08)  253.831  (m)          832.78   (f) SUPERSEDED  2 1
 DJ4325
 DJ4325.Superseded values are not recommended for survey control.
 DJ4325
 DJ4325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4325.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4325
 DJ4325_MARKER: DD = SURVEY DISK
 DJ4325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4325_STAMPING: 5J02 2005
 DJ4325_MARK LOGO: WIDT
 DJ4325_PROJECTION: FLUSH
 DJ4325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4325+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4325
 DJ4325  HISTORY     - Date     Condition        Report By
 DJ4325  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4325  HISTORY     - 20051110 GOOD             WIDT
 DJ4325  HISTORY     - 20101025 GOOD             WIDT
 DJ4325
 DJ4325                          STATION DESCRIPTION
 DJ4325
 DJ4325'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4325'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22, STATE
 DJ4325'HIGHWAY 110, AND STATE HIGHWAY 161 ABOUT 3 MI (4.8 KM) NORTH OF THE
 DJ4325'VILLAGE OF MANAWA, GO WEST ON STATE HIGHWAY 161 FOR 2.0 MI (3.2 KM) TO
 DJ4325'MUCH ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4325'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4325'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4325'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4325'THE ROAD PAVEMENT.  THE STATION IS 7.7 M (25.3 FT) EAST OF THE
 DJ4325'CENTERLINE OF MUCH ROAD (NORTH), 34.7 M (113.8 FT) WEST OF THE
 DJ4325'CENTERLINE OF STATE HIGHWAY 161, 33.0 M (108.3 FT) SOUTH OF THE
 DJ4325'CENTERLINE OF MUCH ROAD (EAST) AND, 27.5 M (90.2 FT) SOUTHEAST OF A
 DJ4325'POWER POLE --24-13-31 52/39--, AND 1.0 M (3.3 FT) WEST, SOUTHEAST, AND
 DJ4325'NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4325'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4325'HORIZON.
 DJ4325
 DJ4325                          STATION RECOVERY (2010)
 DJ4325
 DJ4325'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4327 ***********************************************************************
 DJ4327  DESIGNATION -  5J03
 DJ4327  PID         -  DJ4327
 DJ4327  STATE/COUNTY-  WI/WAUPACA
 DJ4327  COUNTRY     -  US
 DJ4327  USGS QUAD   -  SYMCO (2018)
 DJ4327
 DJ4327                         *CURRENT SURVEY CONTROL
 DJ4327  ______________________________________________________________________
 DJ4327* NAD 83(1986) POSITION- 44 31 03.26   (N) 088 53 18.58   (W)   HD_HELD1
 DJ4327* NAVD 88 ORTHO HEIGHT -   267.482 (meters)      877.56  (feet) ADJUSTED
 DJ4327  ______________________________________________________________________
 DJ4327  GEOID HEIGHT    -        -36.417 (meters)                     GEOID18
 DJ4327  DYNAMIC HEIGHT  -        267.439 (meters)      877.42  (feet) COMP
 DJ4327  MODELED GRAVITY -    980,449.4   (mgal)                       NAVD 88
 DJ4327
 DJ4327  VERT ORDER      -  SECOND    CLASS I
 DJ4327
 DJ4327.The horizontal coordinates were determined by differentially corrected
 DJ4327.hand held GPS observations or other comparable positioning techniques
 DJ4327.and have an estimated accuracy of +/- 3 meters.
 DJ4327
 DJ4327.The orthometric height was determined by differential leveling and
 DJ4327.adjusted by the WI DEPT OF TRANSP
 DJ4327.in May 2012.
 DJ4327
 DJ4327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4327.GEOID18 height accuracy estimate available here.
 DJ4327
 DJ4327.Click photographs - Photos may exist for this station.
 DJ4327
 DJ4327.The dynamic height is computed by dividing the NAVD 88
 DJ4327.geopotential number by the normal gravity value computed on the
 DJ4327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4327.degrees latitude (g = 980.6199 gals.).
 DJ4327
 DJ4327.The modeled gravity was interpolated from observed gravity values.
 DJ4327
 DJ4327;                    North         East    Units  Estimated Accuracy
 DJ4327;SPC WI C     -    76,636.0     688,364.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4327
 DJ4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4991331095(NAD 83)
 DJ4327
 DJ4327                          SUPERSEDED SURVEY CONTROL
 DJ4327
 DJ4327  NAVD 88 (07/08/08)  267.458  (m)          877.49   (f) SUPERSEDED  2 1
 DJ4327
 DJ4327.Superseded values are not recommended for survey control.
 DJ4327
 DJ4327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4327.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4327
 DJ4327_MARKER: DD = SURVEY DISK
 DJ4327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4327_STAMPING: 5J03 2005
 DJ4327_MARK LOGO: WIDT
 DJ4327_PROJECTION: FLUSH
 DJ4327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4327+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4327
 DJ4327  HISTORY     - Date     Condition        Report By
 DJ4327  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4327  HISTORY     - 20051114 GOOD             WIDT
 DJ4327  HISTORY     - 20101025 GOOD             WIDT
 DJ4327
 DJ4327                          STATION DESCRIPTION
 DJ4327
 DJ4327'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4327'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22, STATE
 DJ4327'HIGHWAY 110, AND STATE HIGHWAY 161 ABOUT 3 MI (4.8 KM) NORTH OF THE
 DJ4327'VILLAGE OF MANAWA, GO EAST ON STATE HIGHWAY 22 FOR 1.05 MI (1.7 KM) TO
 DJ4327'EAST RIVER ROAD ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY 22 FOR
 DJ4327'0.65 MI (1.0 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4327'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4327'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4327'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4327'PAVEMENT.  THE STATION IS 12.0 M (39.4 FT) NORTH OF THE CENTERLINE OF
 DJ4327'STATE HIGHWAY 22, 0.45 MI (0.7 KM) WEST OF COUNTY HIGHWAY O SOUTH,
 DJ4327'41.6 M (136.5 FT) NORTHWEST OF A POWER POLE --24-13-35 31/52--, 39.0 M
 DJ4327'(128.0 FT) NORTHEAST OF A POWER POLE --24-13-35 29/52--, 2 M (6.6 FT)
 DJ4327'SOUTH OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH, SOUTHWEST,
 DJ4327'AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DJ4327'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4327'HORIZON.
 DJ4327
 DJ4327                          STATION RECOVERY (2010)
 DJ4327
 DJ4327'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4327'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.46 MILE WEST OF
 DJ4327'COUNTY HIGHWAY O AND 60.5 M WEST OF A --NO PASSING ZONE-- WOOD SIGN
 DJ4327'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4328 ***********************************************************************
 DJ4328  DESIGNATION -  5J04
 DJ4328  PID         -  DJ4328
 DJ4328  STATE/COUNTY-  WI/WAUPACA
 DJ4328  COUNTRY     -  US
 DJ4328  USGS QUAD   -  CLINTONVILLE SOUTH (2018)
 DJ4328
 DJ4328                         *CURRENT SURVEY CONTROL
 DJ4328  ______________________________________________________________________
 DJ4328* NAD 83(1986) POSITION- 44 31 54.16   (N) 088 51 53.16   (W)   HD_HELD1
 DJ4328* NAVD 88 ORTHO HEIGHT -   282.957 (meters)      928.33  (feet) ADJUSTED
 DJ4328  ______________________________________________________________________
 DJ4328  GEOID HEIGHT    -        -36.413 (meters)                     GEOID18
 DJ4328  DYNAMIC HEIGHT  -        282.912 (meters)      928.19  (feet) COMP
 DJ4328  MODELED GRAVITY -    980,451.5   (mgal)                       NAVD 88
 DJ4328
 DJ4328  VERT ORDER      -  SECOND    CLASS I
 DJ4328
 DJ4328.The horizontal coordinates were determined by differentially corrected
 DJ4328.hand held GPS observations or other comparable positioning techniques
 DJ4328.and have an estimated accuracy of +/- 3 meters.
 DJ4328
 DJ4328.The orthometric height was determined by differential leveling and
 DJ4328.adjusted by the WI DEPT OF TRANSP
 DJ4328.in May 2012.
 DJ4328
 DJ4328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4328.GEOID18 height accuracy estimate available here.
 DJ4328
 DJ4328.Click photographs - Photos may exist for this station.
 DJ4328
 DJ4328.The dynamic height is computed by dividing the NAVD 88
 DJ4328.geopotential number by the normal gravity value computed on the
 DJ4328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4328.degrees latitude (g = 980.6199 gals.).
 DJ4328
 DJ4328.The modeled gravity was interpolated from observed gravity values.
 DJ4328
 DJ4328;                    North         East    Units  Estimated Accuracy
 DJ4328;SPC WI C     -    78,233.0     690,229.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4328
 DJ4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5183532622(NAD 83)
 DJ4328
 DJ4328                          SUPERSEDED SURVEY CONTROL
 DJ4328
 DJ4328  NAVD 88 (07/08/08)  282.933  (m)          928.26   (f) SUPERSEDED  2 1
 DJ4328
 DJ4328.Superseded values are not recommended for survey control.
 DJ4328
 DJ4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4328.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4328
 DJ4328_MARKER: DD = SURVEY DISK
 DJ4328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4328_STAMPING: 5J04 2005
 DJ4328_MARK LOGO: WIDT
 DJ4328_PROJECTION: FLUSH
 DJ4328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4328+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4328
 DJ4328  HISTORY     - Date     Condition        Report By
 DJ4328  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4328  HISTORY     - 20051115 GOOD             WIDT
 DJ4328  HISTORY     - 20101025 GOOD             WIDT
 DJ4328
 DJ4328                          STATION DESCRIPTION
 DJ4328
 DJ4328'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4328'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DJ4328'HIGHWAY T ABOUT 4 MI (6.4 KM) WEST OF THE VILLAGE OF BEAR CREEK, GO
 DJ4328'WEST ON STATE HIGHWAY 22 FOR 2.0 MI (3.2 KM) TO SHADY LANE ROAD ON THE
 DJ4328'RIGHT, CONTINUE WEST ON STATE HIGHWAY 22 FOR 0.25 MI (0.4 KM) TO THE
 DJ4328'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4328'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4328'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4328'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4328'IS 13.9 M (45.6 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 22, 0.15
 DJ4328'MI (0.2 KM) EAST OF BEAVER ROAD, 3 M (9.8 FT) NORTH OF AN AGRICULTURAL
 DJ4328'FIELD, AND 1.0 M (3.3 FT) SOUTH, NORTHWEST, AND NORTHEAST OF A WHITE
 DJ4328'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4328'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4328
 DJ4328                          STATION RECOVERY (2010)
 DJ4328
 DJ4328'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4328'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 19.0 M
 DJ4328'EAST-SOUTHEAST OF A --SCHOOL BUS STOP AHEAD-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4330 ***********************************************************************
 DJ4330  DESIGNATION -  5J05
 DJ4330  PID         -  DJ4330
 DJ4330  STATE/COUNTY-  WI/WAUPACA
 DJ4330  COUNTRY     -  US
 DJ4330  USGS QUAD   -  CLINTONVILLE SOUTH (2018)
 DJ4330
 DJ4330                         *CURRENT SURVEY CONTROL
 DJ4330  ______________________________________________________________________
 DJ4330* NAD 83(1986) POSITION- 44 31 54.90   (N) 088 47 13.58   (W)   HD_HELD1
 DJ4330* NAVD 88 ORTHO HEIGHT -   251.970 (meters)      826.67  (feet) ADJUSTED
 DJ4330  ______________________________________________________________________
 DJ4330  GEOID HEIGHT    -        -36.413 (meters)                     GEOID18
 DJ4330  DYNAMIC HEIGHT  -        251.931 (meters)      826.54  (feet) COMP
 DJ4330  MODELED GRAVITY -    980,455.8   (mgal)                       NAVD 88
 DJ4330
 DJ4330  VERT ORDER      -  SECOND    CLASS I
 DJ4330
 DJ4330.The horizontal coordinates were determined by differentially corrected
 DJ4330.hand held GPS observations or other comparable positioning techniques
 DJ4330.and have an estimated accuracy of +/- 3 meters.
 DJ4330
 DJ4330.The orthometric height was determined by differential leveling and
 DJ4330.adjusted by the WI DEPT OF TRANSP
 DJ4330.in May 2012.
 DJ4330
 DJ4330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4330.GEOID18 height accuracy estimate available here.
 DJ4330
 DJ4330.Click photographs - Photos may exist for this station.
 DJ4330
 DJ4330.The dynamic height is computed by dividing the NAVD 88
 DJ4330.geopotential number by the normal gravity value computed on the
 DJ4330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4330.degrees latitude (g = 980.6199 gals.).
 DJ4330
 DJ4330.The modeled gravity was interpolated from observed gravity values.
 DJ4330
 DJ4330;                    North         East    Units  Estimated Accuracy
 DJ4330;SPC WI C     -    78,345.1     696,400.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4330
 DJ4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5800632507(NAD 83)
 DJ4330
 DJ4330                          SUPERSEDED SURVEY CONTROL
 DJ4330
 DJ4330  NAVD 88 (07/08/08)  251.946  (m)          826.59   (f) SUPERSEDED  2 1
 DJ4330
 DJ4330.Superseded values are not recommended for survey control.
 DJ4330
 DJ4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4330.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4330
 DJ4330_MARKER: DD = SURVEY DISK
 DJ4330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4330_STAMPING: 5J05 2005
 DJ4330_MARK LOGO: WIDT
 DJ4330_PROJECTION: FLUSH
 DJ4330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4330+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4330
 DJ4330  HISTORY     - Date     Condition        Report By
 DJ4330  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4330  HISTORY     - 20051130 GOOD             WIDT
 DJ4330  HISTORY     - 20101025 GOOD             WIDT
 DJ4330
 DJ4330                          STATION DESCRIPTION
 DJ4330
 DJ4330'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4330'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45, STATE HIGHWAY
 DJ4330'22, AND STATE HIGHWAY 76 ABOUT 1 MI (1.6 KM) WEST OF THE VILLAGE OF
 DJ4330'BEAR CREEK, GO WEST ON STATE HIGHWAY 22 FOR 1.5 MI (2.4 KM) TO
 DJ4330'PLEASANT VIEW ROAD ON THE LEFT, CONTINUE WEST ON STATE HIGHWAY 22 FOR
 DJ4330'0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4330'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4330'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4330'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE
 DJ4330'HIGHWAY PAVEMENT.  THE STATION IS 10.0 M (32.8 FT) NORTH OF THE
 DJ4330'CENTERLINE OF STATE HIGHWAY 22, 0.4 MI (0.6 KM) EAST OF POPLAR ROAD,
 DJ4330'75 M (246.1 FT) EAST OF THE EASTERNMOST OF FOUR REINFORCED CONCRETE
 DJ4330'CULVERT PIPES, 25.0 M (82.0 FT) NORTH OF A POWER POLE --77-2550--, AND
 DJ4330'1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC
 DJ4330'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4330'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4330
 DJ4330                          STATION RECOVERY (2010)
 DJ4330
 DJ4330'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4340 ***********************************************************************
 DJ4340  DESIGNATION -  5J06
 DJ4340  PID         -  DJ4340
 DJ4340  STATE/COUNTY-  WI/SHAWANO
 DJ4340  COUNTRY     -  US
 DJ4340  USGS QUAD   -  MARION (2018)
 DJ4340
 DJ4340                         *CURRENT SURVEY CONTROL
 DJ4340  ______________________________________________________________________
 DJ4340* NAD 83(1986) POSITION- 44 42 31.77   (N) 088 59 12.72   (W)   HD_HELD1
 DJ4340* NAVD 88 ORTHO HEIGHT -   296.503 (meters)      972.78  (feet) ADJUSTED
 DJ4340  ______________________________________________________________________
 DJ4340  GEOID HEIGHT    -        -36.236 (meters)                     GEOID18
 DJ4340  DYNAMIC HEIGHT  -        296.456 (meters)      972.62  (feet) COMP
 DJ4340  MODELED GRAVITY -    980,449.9   (mgal)                       NAVD 88
 DJ4340
 DJ4340  VERT ORDER      -  SECOND    CLASS I
 DJ4340
 DJ4340.The horizontal coordinates were determined by differentially corrected
 DJ4340.hand held GPS observations or other comparable positioning techniques
 DJ4340.and have an estimated accuracy of +/- 3 meters.
 DJ4340
 DJ4340.The orthometric height was determined by differential leveling and
 DJ4340.adjusted by the WI DEPT OF TRANSP
 DJ4340.in May 2012.
 DJ4340
 DJ4340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4340.GEOID18 height accuracy estimate available here.
 DJ4340
 DJ4340.Click photographs - Photos may exist for this station.
 DJ4340
 DJ4340.The dynamic height is computed by dividing the NAVD 88
 DJ4340.geopotential number by the normal gravity value computed on the
 DJ4340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4340.degrees latitude (g = 980.6199 gals.).
 DJ4340
 DJ4340.The modeled gravity was interpolated from observed gravity values.
 DJ4340
 DJ4340;                    North         East    Units  Estimated Accuracy
 DJ4340;SPC WI C     -    97,783.8     680,279.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4340
 DJ4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4261352525(NAD 83)
 DJ4340
 DJ4340                          SUPERSEDED SURVEY CONTROL
 DJ4340
 DJ4340  NAVD 88 (07/08/08)  296.479  (m)          972.70   (f) SUPERSEDED  2 1
 DJ4340
 DJ4340.Superseded values are not recommended for survey control.
 DJ4340
 DJ4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4340.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4340
 DJ4340_MARKER: DD = SURVEY DISK
 DJ4340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4340_STAMPING: 5J06 2005
 DJ4340_MARK LOGO: WIDT
 DJ4340_PROJECTION: FLUSH
 DJ4340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4340+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 DJ4340
 DJ4340  HISTORY     - Date     Condition        Report By
 DJ4340  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4340  HISTORY     - 20051219 GOOD             WIDT
 DJ4340
 DJ4340                          STATION DESCRIPTION
 DJ4340
 DJ4340'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4340'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY
 DJ4340'HIGHWAY SS TO THE SOUTH AND OX YOLK ROAD TO THE NORTH ABOUT 3 MI (4.8
 DJ4340'KM) SOUTHEAST OF THE VILLAGE OF TIGERTON, GO EAST ON US HIGHWAY 45 FOR
 DJ4340'1.0 MI (1.6 KM) TO LONE MAPLE ROAD ON THE LEFT, CONTINUE EAST ON US
 DJ4340'HIGHWAY 45 FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT.  THE
 DJ4340'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4340'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4340'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4340'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.1 M (49.5
 DJ4340'FT) NORTH OF THE CENTERLINE OF US HIGHWAY 45, 12 M (39.4 FT) EAST OF A
 DJ4340'PRIVATE ENTRANCE --W14600--, 6.1 M (20.0 FT) NORTHEAST OF THE EAST END
 DJ4340'OF A CORRUGATED METAL CULVERT PIPE, 5 M (16.4 FT) SOUTH OF AN
 DJ4340'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST
 DJ4340'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4340'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4340'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4341 ***********************************************************************
 DJ4341  DESIGNATION -  5J07
 DJ4341  PID         -  DJ4341
 DJ4341  STATE/COUNTY-  WI/SHAWANO
 DJ4341  COUNTRY     -  US
 DJ4341  USGS QUAD   -  MARION (2018)
 DJ4341
 DJ4341                         *CURRENT SURVEY CONTROL
 DJ4341  ______________________________________________________________________
 DJ4341* NAD 83(1986) POSITION- 44 42 30.17   (N) 088 56 44.93   (W)   HD_HELD1
 DJ4341* NAVD 88 ORTHO HEIGHT -   284.058 (meters)      931.95  (feet) ADJUSTED
 DJ4341  ______________________________________________________________________
 DJ4341  GEOID HEIGHT    -        -36.259 (meters)                     GEOID18
 DJ4341  DYNAMIC HEIGHT  -        284.013 (meters)      931.80  (feet) COMP
 DJ4341  MODELED GRAVITY -    980,453.4   (mgal)                       NAVD 88
 DJ4341
 DJ4341  VERT ORDER      -  SECOND    CLASS I
 DJ4341
 DJ4341.The horizontal coordinates were determined by differentially corrected
 DJ4341.hand held GPS observations or other comparable positioning techniques
 DJ4341.and have an estimated accuracy of +/- 3 meters.
 DJ4341
 DJ4341.The orthometric height was determined by differential leveling and
 DJ4341.adjusted by the WI DEPT OF TRANSP
 DJ4341.in May 2012.
 DJ4341
 DJ4341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4341.GEOID18 height accuracy estimate available here.
 DJ4341
 DJ4341.Click photographs - Photos may exist for this station.
 DJ4341
 DJ4341.The dynamic height is computed by dividing the NAVD 88
 DJ4341.geopotential number by the normal gravity value computed on the
 DJ4341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4341.degrees latitude (g = 980.6199 gals.).
 DJ4341
 DJ4341.The modeled gravity was interpolated from observed gravity values.
 DJ4341
 DJ4341;                    North         East    Units  Estimated Accuracy
 DJ4341;SPC WI C     -    97,775.9     683,532.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4341
 DJ4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4586352397(NAD 83)
 DJ4341
 DJ4341                          SUPERSEDED SURVEY CONTROL
 DJ4341
 DJ4341  NAVD 88 (07/08/08)  284.034  (m)          931.87   (f) SUPERSEDED  2 1
 DJ4341
 DJ4341.Superseded values are not recommended for survey control.
 DJ4341
 DJ4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4341.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4341
 DJ4341_MARKER: DD = SURVEY DISK
 DJ4341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4341_STAMPING: 5J07 2005
 DJ4341_MARK LOGO: WIDT
 DJ4341_PROJECTION: FLUSH
 DJ4341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4341+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 DJ4341
 DJ4341  HISTORY     - Date     Condition        Report By
 DJ4341  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4341  HISTORY     - 20051219 GOOD             WIDT
 DJ4341
 DJ4341                          STATION DESCRIPTION
 DJ4341
 DJ4341'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4341'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 45 WITH COUNTY
 DJ4341'HIGHWAY GG ABOUT 5 MI (8.0 KM) NORTHWEST OF THE CITY OF MARION.  THE
 DJ4341'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4341'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4341'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4341'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.5 M (31.2 FT)
 DJ4341'SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY GG, 49.2 M (161.4 FT)
 DJ4341'EAST OF THE CENTERLINE OF US HIGHWAY 45, 43.5 M (142.7 FT) EAST OF A
 DJ4341'WOOD POST FOR A --STOP-- SIGN, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DJ4341'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4341'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4341'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4343 ***********************************************************************
 DJ4343  DESIGNATION -  5J08
 DJ4343  PID         -  DJ4343
 DJ4343  STATE/COUNTY-  WI/SHAWANO
 DJ4343  COUNTRY     -  US
 DJ4343  USGS QUAD   -  MARION (2018)
 DJ4343
 DJ4343                         *CURRENT SURVEY CONTROL
 DJ4343  ______________________________________________________________________
 DJ4343* NAD 83(1986) POSITION- 44 40 59.21   (N) 088 53 42.67   (W)   HD_HELD1
 DJ4343* NAVD 88 ORTHO HEIGHT -   274.015 (meters)      899.00  (feet) ADJUSTED
 DJ4343  ______________________________________________________________________
 DJ4343  GEOID HEIGHT    -        -36.313 (meters)                     GEOID18
 DJ4343  DYNAMIC HEIGHT  -        273.973 (meters)      898.86  (feet) COMP
 DJ4343  MODELED GRAVITY -    980,457.0   (mgal)                       NAVD 88
 DJ4343
 DJ4343  VERT ORDER      -  SECOND    CLASS I
 DJ4343
 DJ4343.The horizontal coordinates were determined by differentially corrected
 DJ4343.hand held GPS observations or other comparable positioning techniques
 DJ4343.and have an estimated accuracy of +/- 3 meters.
 DJ4343
 DJ4343.The orthometric height was determined by differential leveling and
 DJ4343.adjusted by the WI DEPT OF TRANSP
 DJ4343.in May 2012.
 DJ4343
 DJ4343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4343.GEOID18 height accuracy estimate available here.
 DJ4343
 DJ4343.Click photographs - Photos may exist for this station.
 DJ4343
 DJ4343.The dynamic height is computed by dividing the NAVD 88
 DJ4343.geopotential number by the normal gravity value computed on the
 DJ4343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4343.degrees latitude (g = 980.6199 gals.).
 DJ4343
 DJ4343.The modeled gravity was interpolated from observed gravity values.
 DJ4343
 DJ4343;                    North         East    Units  Estimated Accuracy
 DJ4343;SPC WI C     -    95,021.8     687,582.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4343
 DJ4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4980849496(NAD 83)
 DJ4343
 DJ4343                          SUPERSEDED SURVEY CONTROL
 DJ4343
 DJ4343  NAVD 88 (07/08/08)  273.991  (m)          898.92   (f) SUPERSEDED  2 1
 DJ4343
 DJ4343.Superseded values are not recommended for survey control.
 DJ4343
 DJ4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4343.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4343
 DJ4343_MARKER: DD = SURVEY DISK
 DJ4343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4343_STAMPING: 5J08 2005
 DJ4343_MARK LOGO: WIDT
 DJ4343_PROJECTION: FLUSH
 DJ4343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4343+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 DJ4343
 DJ4343  HISTORY     - Date     Condition        Report By
 DJ4343  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4343  HISTORY     - 20051220 GOOD             WIDT
 DJ4343
 DJ4343                          STATION DESCRIPTION
 DJ4343
 DJ4343'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4343'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY
 DJ4343'HIGHWAY G TO THE NORTH AND INDUSTRIAL DRIVE TO THE SOUTH IN THE CITY
 DJ4343'OF MARION, GO SOUTH ON INDUSTRIAL DRIVE FOR 0.1 MI (0.2 KM) TO THE
 DJ4343'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4343'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4343'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4343'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DJ4343'10.9 M (35.8 FT) WEST OF THE CENTERLINE OF INDUSTRIAL DRIVE, 26.0 M
 DJ4343'(85.3 FT) SOUTH OF A WOODEN POST FOR A --25 MPH-- SIGN, 18.3 M (60.0
 DJ4343'FT) SOUTHWEST OF A STREET LAMP, NEAR THE EXTENDED CENTER OF A BUSINESS
 DJ4343'ENTRANCE --KNITT SAND AND GRAVEL--, AND 1.0 M (3.3 FT) NORTH, WEST,
 DJ4343'AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DJ4343'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4343'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4867 ***********************************************************************
 DJ4867  DESIGNATION -  5J09
 DJ4867  PID         -  DJ4867
 DJ4867  STATE/COUNTY-  WI/WAUPACA
 DJ4867  COUNTRY     -  US
 DJ4867  USGS QUAD   -  CLINTONVILLE NORTH (2018)
 DJ4867
 DJ4867                         *CURRENT SURVEY CONTROL
 DJ4867  ______________________________________________________________________
 DJ4867* NAD 83(1986) POSITION- 44 38 56.22   (N) 088 49 53.49   (W)   HD_HELD1
 DJ4867* NAVD 88 ORTHO HEIGHT -   252.521 (meters)      828.48  (feet) ADJUSTED
 DJ4867  ______________________________________________________________________
 DJ4867  GEOID HEIGHT    -        -36.358 (meters)                     GEOID18
 DJ4867  DYNAMIC HEIGHT  -        252.482 (meters)      828.35  (feet) COMP
 DJ4867  MODELED GRAVITY -    980,460.1   (mgal)                       NAVD 88
 DJ4867
 DJ4867  VERT ORDER      -  SECOND    CLASS I
 DJ4867
 DJ4867.The horizontal coordinates were determined by differentially corrected
 DJ4867.hand held GPS observations or other comparable positioning techniques
 DJ4867.and have an estimated accuracy of +/- 3 meters.
 DJ4867
 DJ4867.The orthometric height was determined by differential leveling and
 DJ4867.adjusted by the WI DEPT OF TRANSP
 DJ4867.in May 2012.
 DJ4867
 DJ4867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4867.GEOID18 height accuracy estimate available here.
 DJ4867
 DJ4867.Click photographs - Photos may exist for this station.
 DJ4867
 DJ4867.The dynamic height is computed by dividing the NAVD 88
 DJ4867.geopotential number by the normal gravity value computed on the
 DJ4867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4867.degrees latitude (g = 980.6199 gals.).
 DJ4867
 DJ4867.The modeled gravity was interpolated from observed gravity values.
 DJ4867
 DJ4867;                    North         East    Units  Estimated Accuracy
 DJ4867;SPC WI C     -    91,296.6     692,683.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4867
 DJ4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5476845585(NAD 83)
 DJ4867
 DJ4867                          SUPERSEDED SURVEY CONTROL
 DJ4867
 DJ4867  NAVD 88 (07/08/08)  252.497  (m)          828.40   (f) SUPERSEDED  2 1
 DJ4867
 DJ4867.Superseded values are not recommended for survey control.
 DJ4867
 DJ4867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4867.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4867
 DJ4867_MARKER: DD = SURVEY DISK
 DJ4867_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4867_SP_SET: BRIDGE PARAPET WALL
 DJ4867_STAMPING: 5J09 2005
 DJ4867_MARK LOGO: WIDT
 DJ4867_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4867+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4867
 DJ4867  HISTORY     - Date     Condition        Report By
 DJ4867  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4867  HISTORY     - 20051220 GOOD             WIDT
 DJ4867  HISTORY     - 20101025 GOOD             WIDT
 DJ4867
 DJ4867                          STATION DESCRIPTION
 DJ4867
 DJ4867'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4867'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 SOUTH AND
 DJ4867'STATE HIGHWAY 22 (MAIN STREET) WITH US HIGHWAY 45 NORTH (MADISON
 DJ4867'STREET) IN THE CITY OF CLINTONVILLE, GO NORTHWEST ON US HIGHWAY 45 FOR
 DJ4867'4.2 MI (6.8 KM) TO THE BRIDGE OVER THE SOUTH BRANCH OF THE PIGEON
 DJ4867'RIVER AND THE STATION ON THE RIGHT.
 DJ4867'
 DJ4867'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4867'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHWEST
 DJ4867'END OF THE NORTHEAST PARAPET WALL OF THE BRIDGE --B-68-51-90--, ABOUT
 DJ4867'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DJ4867'
 DJ4867'THE STATION IS 7.0 M (23.0 FT) NORTHEAST OF THE CENTERLINE OF
 DJ4867'NORTHBOUND US HIGHWAY 45 AND 1.5 M (4.9 FT) SOUTHEAST OF A WHITE
 DJ4867'PLASTIC WITNESS POST.
 DJ4867
 DJ4867                          STATION RECOVERY (2010)
 DJ4867
 DJ4867'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4867'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4346 ***********************************************************************
 DJ4346  DESIGNATION -  5J10
 DJ4346  PID         -  DJ4346
 DJ4346  STATE/COUNTY-  WI/WAUPACA
 DJ4346  COUNTRY     -  US
 DJ4346  USGS QUAD   -  CLINTONVILLE SOUTH (2018)
 DJ4346
 DJ4346                         *CURRENT SURVEY CONTROL
 DJ4346  ______________________________________________________________________
 DJ4346* NAD 83(1986) POSITION- 44 37 17.27   (N) 088 46 57.33   (W)   HD_HELD1
 DJ4346* NAVD 88 ORTHO HEIGHT -   251.076 (meters)      823.74  (feet) ADJUSTED
 DJ4346  ______________________________________________________________________
 DJ4346  GEOID HEIGHT    -        -36.378 (meters)                     GEOID18
 DJ4346  DYNAMIC HEIGHT  -        251.038 (meters)      823.61  (feet) COMP
 DJ4346  MODELED GRAVITY -    980,461.7   (mgal)                       NAVD 88
 DJ4346
 DJ4346  VERT ORDER      -  SECOND    CLASS I
 DJ4346
 DJ4346.The horizontal coordinates were determined by differentially corrected
 DJ4346.hand held GPS observations or other comparable positioning techniques
 DJ4346.and have an estimated accuracy of +/- 3 meters.
 DJ4346
 DJ4346.The orthometric height was determined by differential leveling and
 DJ4346.adjusted by the WI DEPT OF TRANSP
 DJ4346.in May 2012.
 DJ4346
 DJ4346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4346.GEOID18 height accuracy estimate available here.
 DJ4346
 DJ4346.Click photographs - Photos may exist for this station.
 DJ4346
 DJ4346.The dynamic height is computed by dividing the NAVD 88
 DJ4346.geopotential number by the normal gravity value computed on the
 DJ4346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4346.degrees latitude (g = 980.6199 gals.).
 DJ4346
 DJ4346.The modeled gravity was interpolated from observed gravity values.
 DJ4346
 DJ4346;                    North         East    Units  Estimated Accuracy
 DJ4346;SPC WI C     -    88,299.7     696,610.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4346
 DJ4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5858242446(NAD 83)
 DJ4346
 DJ4346                          SUPERSEDED SURVEY CONTROL
 DJ4346
 DJ4346  NAVD 88 (07/08/08)  251.052  (m)          823.66   (f) SUPERSEDED  2 1
 DJ4346
 DJ4346.Superseded values are not recommended for survey control.
 DJ4346
 DJ4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4346.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4346
 DJ4346_MARKER: DD = SURVEY DISK
 DJ4346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4346_STAMPING: 5J10 2005
 DJ4346_MARK LOGO: WIDT
 DJ4346_PROJECTION: FLUSH
 DJ4346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4346+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4346
 DJ4346  HISTORY     - Date     Condition        Report By
 DJ4346  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4346  HISTORY     - 20051212 GOOD             WIDT
 DJ4346  HISTORY     - 20101025 GOOD             WIDT
 DJ4346
 DJ4346                          STATION DESCRIPTION
 DJ4346
 DJ4346'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4346'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY
 DJ4346'HIGHWAY C IN THE CITY OF CLINTONVILLE, GO NORTHWEST ON US HIGHWAY 45
 DJ4346'FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DJ4346'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4346'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4346'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4346'THE HIGHWAY PAVEMENT.  THE STATION IS 18.4 M (60.4 FT) SOUTHWEST OF
 DJ4346'THE CENTERLINE OF SOUTHBOUND US HIGHWAY 45, 3.7 M (12.1 FT) NORTHEAST
 DJ4346'OF A BARBED WIRE FENCE, 3.2 M (10.5 FT) NORTHWEST OF A METAL POST FOR
 DJ4346'A --WARNING UNDERGROUND FIBER ROUTE-- SIGN, AND 1.0 M (3.3 FT) EAST,
 DJ4346'NORTH, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4346'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4346'ABOVE THE HORIZON.
 DJ4346
 DJ4346                          STATION RECOVERY (2010)
 DJ4346
 DJ4346'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4346'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 3.7 M NORTHEAST OF
 DJ4346'A WOOD CORNER FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4678 ***********************************************************************
 DJ4678  DESIGNATION -  5J12
 DJ4678  PID         -  DJ4678
 DJ4678  STATE/COUNTY-  WI/WAUPACA
 DJ4678  COUNTRY     -  US
 DJ4678  USGS QUAD   -  BEAR CREEK (2018)
 DJ4678
 DJ4678                         *CURRENT SURVEY CONTROL
 DJ4678  ______________________________________________________________________
 DJ4678* NAD 83(1986) POSITION- 44 36 19.11   (N) 088 43 31.23   (W)   HD_HELD1
 DJ4678* NAVD 88 ORTHO HEIGHT -   248.607 (meters)      815.64  (feet) ADJUSTED
 DJ4678  ______________________________________________________________________
 DJ4678  GEOID HEIGHT    -        -36.381 (meters)                     GEOID18
 DJ4678  DYNAMIC HEIGHT  -        248.570 (meters)      815.52  (feet) COMP
 DJ4678  MODELED GRAVITY -    980,464.3   (mgal)                       NAVD 88
 DJ4678
 DJ4678  VERT ORDER      -  SECOND    CLASS I
 DJ4678
 DJ4678.The horizontal coordinates were determined by differentially corrected
 DJ4678.hand held GPS observations or other comparable positioning techniques
 DJ4678.and have an estimated accuracy of +/- 3 meters.
 DJ4678
 DJ4678.The orthometric height was determined by differential leveling and
 DJ4678.adjusted by the WI DEPT OF TRANSP
 DJ4678.in May 2012.
 DJ4678
 DJ4678.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4678.GEOID18 height accuracy estimate available here.
 DJ4678
 DJ4678.Click photographs - Photos may exist for this station.
 DJ4678
 DJ4678.The dynamic height is computed by dividing the NAVD 88
 DJ4678.geopotential number by the normal gravity value computed on the
 DJ4678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4678.degrees latitude (g = 980.6199 gals.).
 DJ4678
 DJ4678.The modeled gravity was interpolated from observed gravity values.
 DJ4678
 DJ4678;                    North         East    Units  Estimated Accuracy
 DJ4678;SPC WI C     -    86,574.5     701,181.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4678
 DJ4678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6308640554(NAD 83)
 DJ4678
 DJ4678                          SUPERSEDED SURVEY CONTROL
 DJ4678
 DJ4678  NAVD 88 (07/08/08)  248.583  (m)          815.56   (f) SUPERSEDED  2 1
 DJ4678
 DJ4678.Superseded values are not recommended for survey control.
 DJ4678
 DJ4678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4678.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4678
 DJ4678_MARKER: DD = SURVEY DISK
 DJ4678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4678_STAMPING: 5J12 2005
 DJ4678_MARK LOGO: WIDT
 DJ4678_PROJECTION: FLUSH
 DJ4678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4678+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4678
 DJ4678  HISTORY     - Date     Condition        Report By
 DJ4678  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4678  HISTORY     - 20051207 GOOD             WIDT
 DJ4678  HISTORY     - 20101025 GOOD             WIDT
 DJ4678
 DJ4678                          STATION DESCRIPTION
 DJ4678
 DJ4678'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4678'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY
 DJ4678'HIGHWAY I IN THE CITY OF CLINTONVILLE, GO EAST ON COUNTY HIGHWAY I FOR
 DJ4678'1.4 MI (2.3 KM) TO BUELOW ROAD ON THE RIGHT, CONTINUE EAST ON COUNTY
 DJ4678'HIGHWAY I FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.  THE STATION
 DJ4678'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4678'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4678'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DJ4678'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.9 M (35.8 FT)
 DJ4678'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY I, 32.0 M (105.0 FT) SOUTH
 DJ4678'OF A CYCLONE FENCE, 17.4 M (57.1 FT) NORTH OF A WOOD POST FOR A
 DJ4678'--INTERSECTION AHEAD-- SIGN, 10 M (32.8 FT) EAST OF A DRIVEWAY
 DJ4678'ENTRANCE, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A
 DJ4678'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4678'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DJ4678'FOR A TREE TO THE SOUTHEAST AND A TREE TO THE WEST, BOTH OF WHICH
 DJ4678'EXTEND TO 25 DEGREES ABOVE THE HORIZON.
 DJ4678
 DJ4678                          STATION RECOVERY (2010)
 DJ4678
 DJ4678'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4678'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 10.4 M WEST OF THE
 DJ4678'EXTENDED CENTERLINE OF THE WEST ENTRANCE TO PRIVATE ENTRANCE --E9863--
 DJ4678'AND 0.6 M NORTH OF A LINE OF WHITE 4X4 WOOD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4338 ***********************************************************************
 DJ4338  DESIGNATION -  5J13
 DJ4338  PID         -  DJ4338
 DJ4338  STATE/COUNTY-  WI/WAUPACA
 DJ4338  COUNTRY     -  US
 DJ4338  USGS QUAD   -  BEAR CREEK (2018)
 DJ4338
 DJ4338                         *CURRENT SURVEY CONTROL
 DJ4338  ______________________________________________________________________
 DJ4338* NAD 83(1986) POSITION- 44 35 26.59   (N) 088 44 16.14   (W)   HD_HELD1
 DJ4338* NAVD 88 ORTHO HEIGHT -   243.394 (meters)      798.54  (feet) ADJUSTED
 DJ4338  ______________________________________________________________________
 DJ4338  GEOID HEIGHT    -        -36.389 (meters)                     GEOID18
 DJ4338  DYNAMIC HEIGHT  -        243.358 (meters)      798.42  (feet) COMP
 DJ4338  MODELED GRAVITY -    980,462.8   (mgal)                       NAVD 88
 DJ4338
 DJ4338  VERT ORDER      -  SECOND    CLASS I
 DJ4338
 DJ4338.The horizontal coordinates were determined by differentially corrected
 DJ4338.hand held GPS observations or other comparable positioning techniques
 DJ4338.and have an estimated accuracy of +/- 3 meters.
 DJ4338
 DJ4338.The orthometric height was determined by differential leveling and
 DJ4338.adjusted by the WI DEPT OF TRANSP
 DJ4338.in May 2012.
 DJ4338
 DJ4338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4338.GEOID18 height accuracy estimate available here.
 DJ4338
 DJ4338.Click photographs - Photos may exist for this station.
 DJ4338
 DJ4338.The dynamic height is computed by dividing the NAVD 88
 DJ4338.geopotential number by the normal gravity value computed on the
 DJ4338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4338.degrees latitude (g = 980.6199 gals.).
 DJ4338
 DJ4338.The modeled gravity was interpolated from observed gravity values.
 DJ4338
 DJ4338;                    North         East    Units  Estimated Accuracy
 DJ4338;SPC WI C     -    84,938.1     700,216.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4338
 DJ4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6206138954(NAD 83)
 DJ4338
 DJ4338                          SUPERSEDED SURVEY CONTROL
 DJ4338
 DJ4338  NAVD 88 (07/08/08)  243.370  (m)          798.46   (f) SUPERSEDED  2 1
 DJ4338
 DJ4338.Superseded values are not recommended for survey control.
 DJ4338
 DJ4338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4338.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4338
 DJ4338_MARKER: DD = SURVEY DISK
 DJ4338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4338_STAMPING: 5J13 2005
 DJ4338_MARK LOGO: WIDT
 DJ4338_PROJECTION: FLUSH
 DJ4338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4338+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4338
 DJ4338  HISTORY     - Date     Condition        Report By
 DJ4338  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4338  HISTORY     - 20051206 GOOD             WIDT
 DJ4338  HISTORY     - 20101025 GOOD             WIDT
 DJ4338
 DJ4338                          STATION DESCRIPTION
 DJ4338
 DJ4338'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4338'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45, STATE HIGHWAY
 DJ4338'22, AND COUNTY HIGHWAY D NORTH WITH COUNTY HIGHWAY O TO THE WEST AND
 DJ4338'COUNTY HIGHWAY D TO THE EAST ABOUT 2 MI (3.2 KM) SOUTH OF THE CITY OF
 DJ4338'CLINTONVILLE, GO EAST ON COUNTY HIGHWAY D FOR 1.4 MI (2.3 KM) TO THE
 DJ4338'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4338'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4338'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4338'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4338'IS 11.3 M (37.1 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY D, 78 M
 DJ4338'(255.9 FT) WEST OF THE EXTENDED CENTERLINE OF WALNUT ROAD, 24.5 M
 DJ4338'(80.4 FT) NORTH-NORTHEAST OF A POWER POLE --69-1034--, 21 M (68.9 FT)
 DJ4338'WEST OF A FIELD ENTRANCE, 6 M (19.7 FT) SOUTH OF AN AGRICULTURAL
 DJ4338'FIELD, AND 1.0 M (3.3 FT) NORTH, SOUTHWEST, AND SOUTHEAST OF A WHITE
 DJ4338'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4338'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DJ4338'FOR A TREE TO THE NORTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DJ4338
 DJ4338                          STATION RECOVERY (2010)
 DJ4338
 DJ4338'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4338'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 75 M WEST OF THE
 DJ4338'EXTENDED CENTERLINE OF WALNUT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4336 ***********************************************************************
 DJ4336  DESIGNATION -  5J14
 DJ4336  PID         -  DJ4336
 DJ4336  STATE/COUNTY-  WI/WAUPACA
 DJ4336  COUNTRY     -  US
 DJ4336  USGS QUAD   -  CLINTONVILLE SOUTH (2018)
 DJ4336
 DJ4336                         *CURRENT SURVEY CONTROL
 DJ4336  ______________________________________________________________________
 DJ4336* NAD 83(1986) POSITION- 44 33 22.98   (N) 088 45 23.73   (W)   HD_HELD1
 DJ4336* NAVD 88 ORTHO HEIGHT -   255.192 (meters)      837.24  (feet) ADJUSTED
 DJ4336  ______________________________________________________________________
 DJ4336  GEOID HEIGHT    -        -36.403 (meters)                     GEOID18
 DJ4336  DYNAMIC HEIGHT  -        255.153 (meters)      837.11  (feet) COMP
 DJ4336  MODELED GRAVITY -    980,459.5   (mgal)                       NAVD 88
 DJ4336
 DJ4336  VERT ORDER      -  SECOND    CLASS I
 DJ4336
 DJ4336.The horizontal coordinates were determined by differentially corrected
 DJ4336.hand held GPS observations or other comparable positioning techniques
 DJ4336.and have an estimated accuracy of +/- 3 meters.
 DJ4336
 DJ4336.The orthometric height was determined by differential leveling and
 DJ4336.adjusted by the WI DEPT OF TRANSP
 DJ4336.in May 2012.
 DJ4336
 DJ4336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4336.GEOID18 height accuracy estimate available here.
 DJ4336
 DJ4336.Click photographs - Photos may exist for this station.
 DJ4336
 DJ4336.The dynamic height is computed by dividing the NAVD 88
 DJ4336.geopotential number by the normal gravity value computed on the
 DJ4336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4336.degrees latitude (g = 980.6199 gals.).
 DJ4336
 DJ4336.The modeled gravity was interpolated from observed gravity values.
 DJ4336
 DJ4336;                    North         East    Units  Estimated Accuracy
 DJ4336;SPC WI C     -    81,100.2     698,784.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4336
 DJ4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6048935172(NAD 83)
 DJ4336
 DJ4336                          SUPERSEDED SURVEY CONTROL
 DJ4336
 DJ4336  NAVD 88 (07/08/08)  255.168  (m)          837.16   (f) SUPERSEDED  2 1
 DJ4336
 DJ4336.Superseded values are not recommended for survey control.
 DJ4336
 DJ4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4336.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4336
 DJ4336_MARKER: DD = SURVEY DISK
 DJ4336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4336_STAMPING: 5J14 2005
 DJ4336_MARK LOGO: WIDT
 DJ4336_PROJECTION: FLUSH
 DJ4336_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4336+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4336
 DJ4336  HISTORY     - Date     Condition        Report By
 DJ4336  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4336  HISTORY     - 20051201 GOOD             WIDT
 DJ4336  HISTORY     - 20101025 GOOD             WIDT
 DJ4336
 DJ4336                          STATION DESCRIPTION
 DJ4336
 DJ4336'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4336'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45, STATE HIGHWAY
 DJ4336'22, AND STATE HIGHWAY 76 ABOUT 1 MI (1.6 KM) WEST OF THE VILLAGE OF
 DJ4336'BEAR CREEK, GO NORTH ON US HIGHWAY 45 AND STATE HIGHWAY 22 FOR 0.8 MI
 DJ4336'(1.3 KM) TO SILVER CREEK ROAD ON THE LEFT, CONTINUE NORTH ON US
 DJ4336'HIGHWAY 45 AND STATE HIGHWAY 22 FOR 1.05 MI (1.7 KM) TO THE STATION ON
 DJ4336'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4336'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4336'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4336'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4336'IS 15.6 M (51.2 FT) EAST OF THE CENTERLINE OF US HIGHWAY 45 AND STATE
 DJ4336'HIGHWAY 22, 0.25 MI (0.4 KM) SOUTH OF BEAR CREEK ROAD, 48.4 M (158.8
 DJ4336'FT) NORTH-NORTHEAST OF THE EAST END OF A 100-CM (39 INCH) DIAMETER
 DJ4336'REINFORCED CONCRETE CULVERT PIPE, AND 1.0 M (3.3 FT) EAST, NORTHWEST,
 DJ4336'AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DJ4336'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4336'HORIZON.
 DJ4336
 DJ4336                          STATION RECOVERY (2010)
 DJ4336
 DJ4336'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1837 ***********************************************************************
 DP1837  DESIGNATION -  5J15
 DP1837  PID         -  DP1837
 DP1837  STATE/COUNTY-  WI/SHAWANO
 DP1837  COUNTRY     -  US
 DP1837  USGS QUAD   -  BOWLER (2018)
 DP1837
 DP1837                         *CURRENT SURVEY CONTROL
 DP1837  ______________________________________________________________________
 DP1837* NAD 83(1986) POSITION- 44 48 14.0    (N) 088 57 32.3    (W)   HD_HELD2
 DP1837* NAVD 88 ORTHO HEIGHT -   305.044 (meters)     1000.80  (feet) ADJUSTED
 DP1837  ______________________________________________________________________
 DP1837  GEOID HEIGHT    -        -36.101 (meters)                     GEOID18
 DP1837  DYNAMIC HEIGHT  -        304.996 (meters)     1000.64  (feet) COMP
 DP1837  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 DP1837
 DP1837  VERT ORDER      -  SECOND    CLASS I
 DP1837
 DP1837.The horizontal coordinates were established by autonomous hand held GPS
 DP1837.observations and have an estimated accuracy of +/- 10 meters.
 DP1837
 DP1837.The orthometric height was determined by differential leveling and
 DP1837.adjusted by the NATIONAL GEODETIC SURVEY
 DP1837.in February 2017.
 DP1837
 DP1837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1837.GEOID18 height accuracy estimate available here.
 DP1837
 DP1837.Click photographs - Photos may exist for this station.
 DP1837
 DP1837.The dynamic height is computed by dividing the NAVD 88
 DP1837.geopotential number by the normal gravity value computed on the
 DP1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1837.degrees latitude (g = 980.6199 gals.).
 DP1837
 DP1837.The modeled gravity was interpolated from observed gravity values.
 DP1837
 DP1837;                    North         East    Units  Estimated Accuracy
 DP1837;SPC WI C     -   108,374.      682,354.      MT  (+/- 10 meters HH2 GPS)
 DP1837
 DP1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4507663031(NAD 83)
 DP1837
 DP1837                          SUPERSEDED SURVEY CONTROL
 DP1837
 DP1837  NAVD 88 (03/19/14)  305.044  (m)         1000.80   (f) SUPERSEDED  2 1
 DP1837
 DP1837.Superseded values are not recommended for survey control.
 DP1837
 DP1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1837.See file dsdata.pdf to determine how the superseded data were derived.
 DP1837
 DP1837_MARKER: DD = SURVEY DISK
 DP1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1837_STAMPING: 5J15 2012
 DP1837_MARK LOGO: WIDT
 DP1837_PROJECTION: PROJECTING 5 CENTIMETERS
 DP1837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1837+STABILITY: SURFACE MOTION
 DP1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1837+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2013
 DP1837
 DP1837  HISTORY     - Date     Condition        Report By
 DP1837  HISTORY     - 2012     MONUMENTED       WIDT
 DP1837  HISTORY     - 20130628 GOOD             WIDT
 DP1837
 DP1837                          STATION DESCRIPTION
 DP1837
 DP1837'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1837'THE STATION IS LOCATED APPROXIMATELY 6.8 MI (10.9 KM) NORTHEAST OF
 DP1837'TIGERTON, 4.2 MI (6.8 KM) SOUTH-SOUTHEAST OF BOWLER AND 2.5 MI (4.0
 DP1837'KM) WEST-SOUTHWEST OF TILLEDA.
 DP1837'
 DP1837'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DP1837'HIGHWAY J, LOCATED APPROXIMATELY 7 MI (11.3 KM) EAST OF WITTENBERG.
 DP1837'GO EAST ON STATE HIGHWAY 29 FOR 2.9 MI (4.7 KM) TO MAPLE LANE ON THE
 DP1837'LEFT.  CONTINUE EAST ON STATE HIGHWAY 29 FOR 0.1 MI (0.2 KM) TO THE
 DP1837'STATION ON THE RIGHT.
 DP1837'
 DP1837'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1837'GEODETIC SURVEY CONTROL STATION DISK SET IN A CONCRETE POST 2.1 M (6.9
 DP1837'FT) DEEP AND APPROXIMATELY 0.3 M (1.0 FT) HIGHER THAN THE HIGHWAY
 DP1837'PAVEMENT.  THE STATION IS 17.3 M (56.8 FT) SOUTH OF THE CENTERLINE
 DP1837'EASTBOUND STATE HIGHWAY 29, 85.3 M (279.9 FT) WEST-SOUTHWEST OF
 DP1837'MILEPOST -207- FOR EASTBOUND LANES, 66.1 M (216.9 FT) EAST OF THE
 DP1837'CENTERLINE OF A DRIVEWAY -W14097-, 44.2 M (145.0 FT) EAST-NORTHEAST OF
 DP1837'A POWER POLE, 3.1 M (10.2 FT) NORTHEAST OF A YELLOW PLASTIC
 DP1837'RIGHT-OF-WAY POST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1837'THREE WHITE PLASTIC WITNESS POSTS.
 DP1837'
 DP1837'NOTE-THIS STATION HAS NO OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DP1837'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1838 ***********************************************************************
 DP1838  DESIGNATION -  5J16
 DP1838  PID         -  DP1838
 DP1838  STATE/COUNTY-  WI/SHAWANO
 DP1838  COUNTRY     -  US
 DP1838  USGS QUAD   -  BOWLER (2018)
 DP1838
 DP1838                         *CURRENT SURVEY CONTROL
 DP1838  ______________________________________________________________________
 DP1838* NAD 83(1986) POSITION- 44 48 14.2    (N) 088 55 10.0    (W)   HD_HELD2
 DP1838* NAVD 88 ORTHO HEIGHT -   299.726 (meters)      983.35  (feet) ADJUSTED
 DP1838  ______________________________________________________________________
 DP1838  GEOID HEIGHT    -        -36.127 (meters)                     GEOID18
 DP1838  DYNAMIC HEIGHT  -        299.680 (meters)      983.20  (feet) COMP
 DP1838  MODELED GRAVITY -    980,457.9   (mgal)                       NAVD 88
 DP1838
 DP1838  VERT ORDER      -  SECOND    CLASS I
 DP1838
 DP1838.The horizontal coordinates were established by autonomous hand held GPS
 DP1838.observations and have an estimated accuracy of +/- 10 meters.
 DP1838
 DP1838.The orthometric height was determined by differential leveling and
 DP1838.adjusted by the NATIONAL GEODETIC SURVEY
 DP1838.in February 2017.
 DP1838
 DP1838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1838.GEOID18 height accuracy estimate available here.
 DP1838
 DP1838.Click photographs - Photos may exist for this station.
 DP1838
 DP1838.The dynamic height is computed by dividing the NAVD 88
 DP1838.geopotential number by the normal gravity value computed on the
 DP1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1838.degrees latitude (g = 980.6199 gals.).
 DP1838
 DP1838.The modeled gravity was interpolated from observed gravity values.
 DP1838
 DP1838;                    North         East    Units  Estimated Accuracy
 DP1838;SPC WI C     -   108,422.      685,481.      MT  (+/- 10 meters HH2 GPS)
 DP1838
 DP1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4820362963(NAD 83)
 DP1838
 DP1838                          SUPERSEDED SURVEY CONTROL
 DP1838
 DP1838  NAVD 88 (03/19/14)  299.726  (m)          983.35   (f) SUPERSEDED  2 1
 DP1838
 DP1838.Superseded values are not recommended for survey control.
 DP1838
 DP1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1838.See file dsdata.pdf to determine how the superseded data were derived.
 DP1838
 DP1838_MARKER: DD = SURVEY DISK
 DP1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1838_STAMPING: 5J16 2012
 DP1838_MARK LOGO: WIDT
 DP1838_PROJECTION: PROJECTING 3 CENTIMETERS
 DP1838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1838+STABILITY: SURFACE MOTION
 DP1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1838+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2013
 DP1838
 DP1838  HISTORY     - Date     Condition        Report By
 DP1838  HISTORY     - 2012     MONUMENTED       WIDT
 DP1838  HISTORY     - 20130628 GOOD             WIDT
 DP1838
 DP1838                          STATION DESCRIPTION
 DP1838
 DP1838'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1838'THE STATION IS LOCATED APPROXIMATELY 15.3 MI (24.6 KM) WEST-NORTHWEST
 DP1838'OF SHAWANO, 12.3 MI (19.8 KM) EAST-SOUTHEAST OF WITTENBERG AND 0.9 MI
 DP1838'(1.4 KM) SOUTHWEST OF TILLEDA.
 DP1838'
 DP1838'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DP1838'HIGHWAY D, LOCATED APPROXIMATELY 13 MI (20.9 KM) EAST OF WITTENBERG,
 DP1838'GO WEST ON STATE HIGHWAY 29 FOR 0.5 MI (0.8 KM) TO OLD 29 ROAD ON THE
 DP1838'LEFT AND THE STATION ON THE LEFT.
 DP1838'
 DP1838'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1838'GEODETIC SURVEY CONTROL STATION DISK SET IN A CONCRETE POST 2.4 M (7.9
 DP1838'FT) DEEP AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY
 DP1838'PAVEMENT.  THE STATION IS 29.1 M (95.5 FT) EAST OF THE CENTERLINE OF
 DP1838'OLD 29 ROAD, 24.3 M (79.7 FT) SOUTH OF THE CENTERLINE OF EASTBOUND
 DP1838'STATE HIGHWAY 29, 18.9 M (62.0 FT) SOUTHEAST OF THE EAST END OF A
 DP1838'CONCRETE CULVERT PIPE, 15.7 M (51.5 FT) NORTHEAST OF A PLASTIC
 DP1838'RIGHT-OF-WAY POST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1838'THREE WHITE PLASTIC WITNESS POSTS.
 DP1838'
 DP1838'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1838'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2654 ***********************************************************************
 DL2654  DESIGNATION -  5J71
 DL2654  PID         -  DL2654
 DL2654  STATE/COUNTY-  WI/SHAWANO
 DL2654  COUNTRY     -  US
 DL2654  USGS QUAD   -  GRESHAM (2018)
 DL2654
 DL2654                         *CURRENT SURVEY CONTROL
 DL2654  ______________________________________________________________________
 DL2654* NAD 83(2011) POSITION- 44 50 39.72381(N) 088 49 37.51111(W)   ADJUSTED
 DL2654* NAD 83(2011) ELLIP HT-   257.918 (meters)        (04/14/17)   ADJUSTED
 DL2654* NAD 83(2011) EPOCH   -  2010.00
 DL2654* NAVD 88 ORTHO HEIGHT -   294.025 (meters)      964.65  (feet) ADJUSTED
 DL2654  ______________________________________________________________________
 DL2654  GEOID HEIGHT    -        -36.105 (meters)                     GEOID18
 DL2654  NAD 83(2011) X  -     92,727.807 (meters)                     COMP
 DL2654  NAD 83(2011) Y  - -4,529,037.700 (meters)                     COMP
 DL2654  NAD 83(2011) Z  -  4,475,283.960 (meters)                     COMP
 DL2654  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 DL2654  DYNAMIC HEIGHT  -        293.984 (meters)      964.51  (feet) COMP
 DL2654  MODELED GRAVITY -    980,468.8   (mgal)                       NAVD 88
 DL2654
 DL2654  VERT ORDER      -  SECOND    CLASS I
 DL2654
 DL2654  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2654  Standards:
 DL2654         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2654            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2654  -------------------------------------------------------------------
 DL2654  NETWORK    0.53   0.74           0.24   0.19   0.38     -0.01681479
 DL2654  -------------------------------------------------------------------
 DL2654  Click here for local accuracies and other accuracy information.
 DL2654
 DL2654.The horizontal coordinates were established by GPS observations
 DL2654.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2654
 DL2654.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2654.been affixed to the stable North American tectonic plate. See 
 DL2654.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2654
 DL2654.The horizontal coordinates are valid at the epoch date displayed above
 DL2654.which is a decimal equivalence of Year/Month/Day.
 DL2654
 DL2654.The orthometric height was determined by differential leveling and
 DL2654.adjusted by the WI DEPT OF TRANSP
 DL2654.in May 2012.
 DL2654
 DL2654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2654.GEOID18 height accuracy estimate available here.
 DL2654
 DL2654.Click photographs - Photos may exist for this station.
 DL2654
 DL2654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2654
 DL2654.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2654
 DL2654.The ellipsoidal height was determined by GPS observations
 DL2654.and is referenced to NAD 83.
 DL2654
 DL2654.The dynamic height is computed by dividing the NAVD 88
 DL2654.geopotential number by the normal gravity value computed on the
 DL2654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2654.degrees latitude (g = 980.6199 gals.).
 DL2654
 DL2654.The modeled gravity was interpolated from observed gravity values.
 DL2654
 DL2654. The following values were computed from the NAD 83(2011) position.
 DL2654
 DL2654;                    North         East     Units Scale Factor Converg.
 DL2654;SPC WI C     -   113,014.323   692,721.832   MT  0.99994086   +0 49 39.3
 DL2654;SPC WI C     -   370,781.16  2,272,704.88   sFT  0.99994086   +0 49 39.3
 DL2654;UTM  16      - 4,967,285.637   355,608.167   MT  0.99985638   -1 17 19.2
 DL2654
 DL2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2654!SPC WI C     -   0.99995956  x   0.99994086  =   0.99990043
 DL2654!UTM  16      -   0.99995956  x   0.99985638  =   0.99981595
 DL2654
 DL2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5560867285(NAD 83)
 DL2654
 DL2654                          SUPERSEDED SURVEY CONTROL
 DL2654
 DL2654  NAD 83(2007)-  44 50 39.72361(N)    088 49 37.51193(W) AD(2002.00) 1
 DL2654  ELLIP H (04/03/12)  257.944  (m)                       GP(2002.00) 4 1
 DL2654
 DL2654.Superseded values are not recommended for survey control.
 DL2654
 DL2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2654.See file dsdata.pdf to determine how the superseded data were derived.
 DL2654
 DL2654_MARKER: DD = SURVEY DISK
 DL2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2654_STAMPING: 5J71 2007
 DL2654_MARK LOGO: WIDT
 DL2654_PROJECTION: FLUSH
 DL2654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2654+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DL2654
 DL2654  HISTORY     - Date     Condition        Report By
 DL2654  HISTORY     - 2008     MONUMENTED       WIDT
 DL2654  HISTORY     - 20081118 GOOD             WIDT
 DL2654  HISTORY     - 20150201 GOOD             WIDT
 DL2654
 DL2654                          STATION DESCRIPTION
 DL2654
 DL2654'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2654'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G NORTH AND
 DL2654'COUNTY HIGHWAY U SOUTH (MAIN STREET) WITH COUNTY HIGHWAYS A AND G WEST
 DL2654'(SCHABOW STREET) IN THE VILLAGE OF GRESHAM, GO WEST ON COUNTY HIGHWAYS
 DL2654'A AND G (SCHABOW STREET) FOR 1.5 MI (2.4 KM) TO COUNTY HIGHWAY A RIGHT
 DL2654'AND HILLVIEW ROAD LEFT, CONTINUE WEST THEN SOUTHWEST ON COUNTY HIGHWAY
 DL2654'G FOR 0.58 MILE TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DL2654'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2654'DISK STAMPED --5J71 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2654'DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2654'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.4 M
 DL2654'(30.8 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY G,
 DL2654'APPROXIMATELY 92 M (301.8 FT) SOUTHWEST OF A --RIGHT CURVE AHEAD--
 DL2654'WOOD SIGN POST, 24.2 M (79.4 FT) SOUTH OF A POWER POLE, 1 M (3.3 FT)
 DL2654'NORTHWEST OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTHEAST, 1.0 M
 DL2654'(3.3 FT) NORTH, AND 1.0 M (3.3 FT) SOUTHWEST OF THREE ORANGE 4X4
 DL2654'PLASTIC GUARD POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2654'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2654
 DL2654                          STATION RECOVERY (2015)
 DL2654
 DL2654'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2654'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2519 ***********************************************************************
 DL2519  DESIGNATION -  5J72
 DL2519  PID         -  DL2519
 DL2519  STATE/COUNTY-  WI/SHAWANO
 DL2519  COUNTRY     -  US
 DL2519  USGS QUAD   -  GRESHAM (2018)
 DL2519
 DL2519                         *CURRENT SURVEY CONTROL
 DL2519  ______________________________________________________________________
 DL2519* NAD 83(1986) POSITION- 44 51 14.1    (N) 088 47 13.1    (W)   HD_HELD2
 DL2519* NAVD 88 ORTHO HEIGHT -   280.247 (meters)      919.44  (feet) ADJUSTED
 DL2519  ______________________________________________________________________
 DL2519  GEOID HEIGHT    -        -36.109 (meters)                     GEOID18
 DL2519  DYNAMIC HEIGHT  -        280.209 (meters)      919.32  (feet) COMP
 DL2519  MODELED GRAVITY -    980,473.4   (mgal)                       NAVD 88
 DL2519
 DL2519  VERT ORDER      -  SECOND    CLASS I
 DL2519
 DL2519.The horizontal coordinates were established by autonomous hand held GPS
 DL2519.observations and have an estimated accuracy of +/- 10 meters.
 DL2519
 DL2519.The orthometric height was determined by differential leveling and
 DL2519.adjusted by the WI DEPT OF TRANSP
 DL2519.in May 2012.
 DL2519
 DL2519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2519.GEOID18 height accuracy estimate available here.
 DL2519
 DL2519.Click photographs - Photos may exist for this station.
 DL2519
 DL2519.The dynamic height is computed by dividing the NAVD 88
 DL2519.geopotential number by the normal gravity value computed on the
 DL2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2519.degrees latitude (g = 980.6199 gals.).
 DL2519
 DL2519.The modeled gravity was interpolated from observed gravity values.
 DL2519
 DL2519;                    North         East    Units  Estimated Accuracy
 DL2519;SPC WI C     -   114,122.      695,877.      MT  (+/- 10 meters HH2 GPS)
 DL2519
 DL2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5880168275(NAD 83)
 DL2519
 DL2519                          SUPERSEDED SURVEY CONTROL
 DL2519
 DL2519.No superseded survey control is available for this station.
 DL2519
 DL2519_MARKER: DD = SURVEY DISK
 DL2519_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL2519_SP_SET: CULVERT WING WALL
 DL2519_STAMPING: 5J72 2007
 DL2519_MARK LOGO: WIDT
 DL2519_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2519+STABILITY: SURFACE MOTION
 DL2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2519+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2014
 DL2519
 DL2519  HISTORY     - Date     Condition        Report By
 DL2519  HISTORY     - 2007     MONUMENTED       WIDT
 DL2519  HISTORY     - 20080923 GOOD             WIDT
 DL2519  HISTORY     - 20140821 GOOD             WIDT
 DL2519
 DL2519                          STATION DESCRIPTION
 DL2519
 DL2519'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2519'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G NORTH AND
 DL2519'COUNTY HIGHWAY U SOUTH (MAIN STREET) WITH COUNTY HIGHWAYS A AND G WEST
 DL2519'(SCHABOW STREET) IN THE VILLAGE OF GRESHAM, GO NORTH ON COUNTY HIGHWAY
 DL2519'G (MAIN STREET) FOR 0.46 MILE TO BOX CULVERT --C-1018-38-- AND THE
 DL2519'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2519'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5J72
 DL2519'2007-- SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST CULVERT WING
 DL2519'WALL APPROXIMATELY 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DL2519'STATION IS 7.9 M (25.9 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY G,
 DL2519'16.5 M (54.1 FT) SOUTH OF THE SOUTH END OF A BRIDGE OVER THE RED
 DL2519'RIVER, 8.0 M (26.2 FT) SOUTH OF A METAL STREET LIGHT POLE, 7.6 M (24.9
 DL2519'FT) NORTH OF THE SOUTH END OF THE EAST METAL GUARD RAIL, 1.8 M (5.9
 DL2519'FT) EAST OF THE EAST EDGE OF A SIDEWALK, AND 0.6 M (2.0 FT) NORTH OF A
 DL2519'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2519'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DL2519'FOR TREES IN THE NORTHWEST QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE
 DL2519'HORIZON.
 DL2519
 DL2519                          STATION RECOVERY (2014)
 DL2519
 DL2519'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DL2519'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2520 ***********************************************************************
 DL2520  DESIGNATION -  5J73
 DL2520  PID         -  DL2520
 DL2520  STATE/COUNTY-  WI/SHAWANO
 DL2520  COUNTRY     -  US
 DL2520  USGS QUAD   -  GRESHAM (2018)
 DL2520
 DL2520                         *CURRENT SURVEY CONTROL
 DL2520  ______________________________________________________________________
 DL2520* NAD 83(1986) POSITION- 44 52 13.6    (N) 088 47 05.7    (W)   HD_HELD2
 DL2520* NAVD 88 ORTHO HEIGHT -   282.187 (meters)      925.81  (feet) ADJUSTED
 DL2520  ______________________________________________________________________
 DL2520  GEOID HEIGHT    -        -36.080 (meters)                     GEOID18
 DL2520  DYNAMIC HEIGHT  -        282.149 (meters)      925.68  (feet) COMP
 DL2520  MODELED GRAVITY -    980,474.6   (mgal)                       NAVD 88
 DL2520
 DL2520  VERT ORDER      -  SECOND    CLASS I
 DL2520
 DL2520.The horizontal coordinates were established by autonomous hand held GPS
 DL2520.observations and have an estimated accuracy of +/- 10 meters.
 DL2520
 DL2520.The orthometric height was determined by differential leveling and
 DL2520.adjusted by the WI DEPT OF TRANSP
 DL2520.in May 2012.
 DL2520
 DL2520.No vertical observational check was made to the station.
 DL2520
 DL2520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2520.GEOID18 height accuracy estimate available here.
 DL2520
 DL2520.Click photographs - Photos may exist for this station.
 DL2520
 DL2520.The dynamic height is computed by dividing the NAVD 88
 DL2520.geopotential number by the normal gravity value computed on the
 DL2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2520.degrees latitude (g = 980.6199 gals.).
 DL2520
 DL2520.The modeled gravity was interpolated from observed gravity values.
 DL2520
 DL2520;                    North         East    Units  Estimated Accuracy
 DL2520;SPC WI C     -   115,961.      696,012.      MT  (+/- 10 meters HH2 GPS)
 DL2520
 DL2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5900470108(NAD 83)
 DL2520
 DL2520                          SUPERSEDED SURVEY CONTROL
 DL2520
 DL2520.No superseded survey control is available for this station.
 DL2520
 DL2520_MARKER: DD = SURVEY DISK
 DL2520_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL2520_SP_SET: BRIDGE ABUTMENT
 DL2520_STAMPING: 5J73 2007
 DL2520_MARK LOGO: WIDT
 DL2520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2520+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2014
 DL2520
 DL2520  HISTORY     - Date     Condition        Report By
 DL2520  HISTORY     - 2007     MONUMENTED       WIDT
 DL2520  HISTORY     - 20080923 GOOD             WIDT
 DL2520  HISTORY     - 20140821 GOOD             WIDT
 DL2520
 DL2520                          STATION DESCRIPTION
 DL2520
 DL2520'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2520'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G NORTH AND
 DL2520'COUNTY HIGHWAY U SOUTH (MAIN STREET) WITH COUNTY HIGHWAYS A AND G WEST
 DL2520'(SCHABOW STREET) IN THE VILLAGE OF GRESHAM, GO NORTH ON COUNTY HIGHWAY
 DL2520'G (MAIN STREET) FOR 1.6 MI (2.6 KM) TO COUNTY HIGHWAY G CURVING RIGHT
 DL2520'AND BIG LAKE ROAD LEFT, CURVE RIGHT AND GO EAST ON COUNTY HIGHWAY G
 DL2520'FOR 0.09 MILE TO BRIDGE --B-58-18-58-- AND THE STATION ON THE LEFT.
 DL2520'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2520'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5J73 2007-- SET IN A
 DL2520'DRILL HOLE IN THE TOP OF THE NORTH END OF THE WEST BRIDGE ABUTMENT
 DL2520'APPROXIMATELY 0.2 M (0.7 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION
 DL2520'IS 4.8 M (15.7 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY G, 31 M
 DL2520'(101.7 FT) WEST OF THE CENTERLINE OF PRIVATE ENTRANCE --W10654--, AND
 DL2520'0.6 M (2.0 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DL2520'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DL2520'AND SOUTH QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DL2520
 DL2520                          STATION RECOVERY (2014)
 DL2520
 DL2520'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DL2520'RECOVERED IN GOOD CONDITION.
 DL2520'
 DL2520'NOTE - THE STATION IS 0.6 M (2.0 FT) SOUTHEAST OF A WHITE PLASTIC
 DL2520'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2665 ***********************************************************************
 DL2665  DESIGNATION -  5J74
 DL2665  PID         -  DL2665
 DL2665  STATE/COUNTY-  WI/SHAWANO
 DL2665  COUNTRY     -  US
 DL2665  USGS QUAD   -  GRESHAM (2018)
 DL2665
 DL2665                         *CURRENT SURVEY CONTROL
 DL2665  ______________________________________________________________________
 DL2665* NAD 83(1986) POSITION- 44 50 30.81   (N) 088 45 41.66   (W)   HD_HELD1
 DL2665* NAVD 88 ORTHO HEIGHT -   275.185 (meters)      902.84  (feet) ADJUSTED
 DL2665  ______________________________________________________________________
 DL2665  GEOID HEIGHT    -        -36.141 (meters)                     GEOID18
 DL2665  DYNAMIC HEIGHT  -        275.147 (meters)      902.71  (feet) COMP
 DL2665  MODELED GRAVITY -    980,475.1   (mgal)                       NAVD 88
 DL2665
 DL2665  VERT ORDER      -  SECOND    CLASS I
 DL2665
 DL2665.The horizontal coordinates were determined by differentially corrected
 DL2665.hand held GPS observations or other comparable positioning techniques
 DL2665.and have an estimated accuracy of +/- 3 meters.
 DL2665
 DL2665.The orthometric height was determined by differential leveling and
 DL2665.adjusted by the WI DEPT OF TRANSP
 DL2665.in May 2012.
 DL2665
 DL2665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2665.GEOID18 height accuracy estimate available here.
 DL2665
 DL2665.Click photographs - Photos may exist for this station.
 DL2665
 DL2665.The dynamic height is computed by dividing the NAVD 88
 DL2665.geopotential number by the normal gravity value computed on the
 DL2665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2665.degrees latitude (g = 980.6199 gals.).
 DL2665
 DL2665.The modeled gravity was interpolated from observed gravity values.
 DL2665
 DL2665;                    North         East    Units  Estimated Accuracy
 DL2665;SPC WI C     -   112,816.1     697,904.7     MT  (+/- 3 meters HH1 GPS) 
 DL2665
 DL2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6077966896(NAD 83)
 DL2665
 DL2665                          SUPERSEDED SURVEY CONTROL
 DL2665
 DL2665.No superseded survey control is available for this station.
 DL2665
 DL2665_MARKER: DD = SURVEY DISK
 DL2665_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL2665_SP_SET: DAM WINGWALL
 DL2665_STAMPING: 5J74 2007
 DL2665_MARK LOGO: WIDT
 DL2665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2665+STABILITY: SURFACE MOTION
 DL2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2665+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2008
 DL2665
 DL2665  HISTORY     - Date     Condition        Report By
 DL2665  HISTORY     - 2008     MONUMENTED       WIDT
 DL2665  HISTORY     - 20080924 GOOD             WIDT
 DL2665
 DL2665                          STATION DESCRIPTION
 DL2665
 DL2665'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2665'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G NORTH AND
 DL2665'COUNTY HIGHWAY U SOUTH (MAIN STREET) WITH COUNTY HIGHWAYS A AND G WEST
 DL2665'(SCHABOW STREET) IN THE VILLAGE OF GRESHAM, GO SOUTHEAST AND EAST ON
 DL2665'SCHABOW STREET BECOMING CHERRY ROAD FOR 1.4 MI (2.3 KM) TO LOWER LAKE
 DL2665'ROAD LEFT, TURN LEFT AND GO NORTH ON LOWER LAKE ROAD FOR 0.10 MILE TO
 DL2665'A DAM AND THE STATION ON THE LEFT.
 DL2665'
 DL2665'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2665'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5J74 2007-- SET IN A
 DL2665'DRILL HOLE IN THE TOP OF THE NORTH END OF THE NORTHEAST DAM WING WALL
 DL2665'APPROXIMATELY 5 M (16.4 FT) ABOVE THE ROAD PAVEMENT.
 DL2665'
 DL2665'THE STATION IS 13.4 M (44.0 FT) WEST OF THE CENTERLINE OF LOWER LAKE
 DL2665'ROAD, 17.5 M (57.4 FT) SOUTH-SOUTHWEST OF A POWER POLE WITH MULTIPLE
 DL2665'GUY WIRES, 3.5 M (11.5 FT) NORTH OF A METAL GATE TO THE SPILLWAY, 0.9
 DL2665'M (3.0 FT) NORTH OF A 10-CM (4 INCH) DIAMETER METAL PIPE, 20 CM (8
 DL2665'INCHES) SOUTH OF THE NORTH END OF THE WING WALL, AND 0.6 M (2.0 FT)
 DL2665'NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL2665'
 DL2665'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2665'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2651 ***********************************************************************
 DL2651  DESIGNATION -  5J75
 DL2651  PID         -  DL2651
 DL2651  STATE/COUNTY-  WI/SHAWANO
 DL2651  COUNTRY     -  US
 DL2651  USGS QUAD   -  THORNTON (2018)
 DL2651
 DL2651                         *CURRENT SURVEY CONTROL
 DL2651  ______________________________________________________________________
 DL2651* NAD 83(1986) POSITION- 44 50 10.71   (N) 088 43 33.22   (W)   HD_HELD1
 DL2651* NAVD 88 ORTHO HEIGHT -   285.280 (meters)      935.96  (feet) ADJUSTED
 DL2651  ______________________________________________________________________
 DL2651  GEOID HEIGHT    -        -36.161 (meters)                     GEOID18
 DL2651  DYNAMIC HEIGHT  -        285.243 (meters)      935.83  (feet) COMP
 DL2651  MODELED GRAVITY -    980,478.2   (mgal)                       NAVD 88
 DL2651
 DL2651  VERT ORDER      -  SECOND    CLASS I
 DL2651
 DL2651.The horizontal coordinates were determined by differentially corrected
 DL2651.hand held GPS observations or other comparable positioning techniques
 DL2651.and have an estimated accuracy of +/- 3 meters.
 DL2651
 DL2651.The orthometric height was determined by differential leveling and
 DL2651.adjusted by the WI DEPT OF TRANSP
 DL2651.in May 2012.
 DL2651
 DL2651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2651.GEOID18 height accuracy estimate available here.
 DL2651
 DL2651.Click photographs - Photos may exist for this station.
 DL2651
 DL2651.The dynamic height is computed by dividing the NAVD 88
 DL2651.geopotential number by the normal gravity value computed on the
 DL2651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2651.degrees latitude (g = 980.6199 gals.).
 DL2651
 DL2651.The modeled gravity was interpolated from observed gravity values.
 DL2651
 DL2651;                    North         East    Units  Estimated Accuracy
 DL2651;SPC WI C     -   112,239.4     700,734.7     MT  (+/- 3 meters HH1 GPS) 
 DL2651
 DL2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6358666215(NAD 83)
 DL2651
 DL2651                          SUPERSEDED SURVEY CONTROL
 DL2651
 DL2651.No superseded survey control is available for this station.
 DL2651
 DL2651_MARKER: DD = SURVEY DISK
 DL2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2651_STAMPING: 5J75 2007
 DL2651_MARK LOGO: WIDT
 DL2651_PROJECTION: FLUSH
 DL2651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2651+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2008
 DL2651
 DL2651  HISTORY     - Date     Condition        Report By
 DL2651  HISTORY     - 2008     MONUMENTED       WIDT
 DL2651  HISTORY     - 20080924 GOOD             WIDT
 DL2651
 DL2651                          STATION DESCRIPTION
 DL2651
 DL2651'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2651'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY U WITH COUNTY
 DL2651'HIGHWAY A APPROXIMATELY 1.5 MI (2.4 KM) SOUTH-SOUTHEAST OF THE VILLAGE
 DL2651'OF GRESHAM, GO EAST ON COUNTY HIGHWAY A FOR 2.7 MI (4.3 KM) TO CHERRY
 DL2651'ROAD LEFT, TURN LEFT AND GO NORTH THEN WEST ON CHERRY ROAD FOR 0.86
 DL2651'MILE TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DL2651'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2651'STAMPED --5J75 2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DL2651'CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2651'APPROXIMATELY 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DL2651'8.8 M (28.9 FT) SOUTH OF THE CENTERLINE OF CHERRY ROAD, APPROXIMATELY
 DL2651'116 M (380.6 FT) EAST OF A --RIGHT ARROW-- WOOD SIGN POST,
 DL2651'APPROXIMATELY 88 M (288.7 FT) WEST OF THE EXTENDED CENTERLINE OF
 DL2651'PRIVATE ENTRANCE --N6818--, 28.5 M (93.5 FT) SOUTH OF A POWER POLE,
 DL2651'1.7 M (5.6 FT) NORTH OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH,
 DL2651'1.0 M (3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE
 DL2651'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2651'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2650 ***********************************************************************
 DL2650  DESIGNATION -  5J76
 DL2650  PID         -  DL2650
 DL2650  STATE/COUNTY-  WI/SHAWANO
 DL2650  COUNTRY     -  US
 DL2650  USGS QUAD   -  THORNTON (2018)
 DL2650
 DL2650                         *CURRENT SURVEY CONTROL
 DL2650  ______________________________________________________________________
 DL2650* NAD 83(1986) POSITION- 44 49 32.27   (N) 088 42 09.83   (W)   HD_HELD1
 DL2650* NAVD 88 ORTHO HEIGHT -   257.254 (meters)      844.01  (feet) ADJUSTED
 DL2650  ______________________________________________________________________
 DL2650  GEOID HEIGHT    -        -36.182 (meters)                     GEOID18
 DL2650  DYNAMIC HEIGHT  -        257.220 (meters)      843.90  (feet) COMP
 DL2650  MODELED GRAVITY -    980,479.7   (mgal)                       NAVD 88
 DL2650
 DL2650  VERT ORDER      -  SECOND    CLASS I
 DL2650
 DL2650.The horizontal coordinates were determined by differentially corrected
 DL2650.hand held GPS observations or other comparable positioning techniques
 DL2650.and have an estimated accuracy of +/- 3 meters.
 DL2650
 DL2650.The orthometric height was determined by differential leveling and
 DL2650.adjusted by the WI DEPT OF TRANSP
 DL2650.in May 2012.
 DL2650
 DL2650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2650.GEOID18 height accuracy estimate available here.
 DL2650
 DL2650.Click photographs - Photos may exist for this station.
 DL2650
 DL2650.The dynamic height is computed by dividing the NAVD 88
 DL2650.geopotential number by the normal gravity value computed on the
 DL2650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2650.degrees latitude (g = 980.6199 gals.).
 DL2650
 DL2650.The modeled gravity was interpolated from observed gravity values.
 DL2650
 DL2650;                    North         East    Units  Estimated Accuracy
 DL2650;SPC WI C     -   111,082.0     702,584.9     MT  (+/- 3 meters HH1 GPS) 
 DL2650
 DL2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6539264990(NAD 83)
 DL2650
 DL2650                          SUPERSEDED SURVEY CONTROL
 DL2650
 DL2650.No superseded survey control is available for this station.
 DL2650
 DL2650_MARKER: DD = SURVEY DISK
 DL2650_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL2650_SP_SET: BRIDGE WINGWALL
 DL2650_STAMPING: 5J76 2007
 DL2650_MARK LOGO: WIDT
 DL2650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2650+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 DL2650
 DL2650  HISTORY     - Date     Condition        Report By
 DL2650  HISTORY     - 2007     MONUMENTED       WIDT
 DL2650  HISTORY     - 20080925 GOOD             WIDT
 DL2650
 DL2650                          STATION DESCRIPTION
 DL2650
 DL2650'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2650'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 47 AND 55
 DL2650'WITH COUNTY HIGHWAY A APPROXIMATELY 3 MI (4.8 KM) NORTH OF THE CITY OF
 DL2650'SHAWANO, GO WEST THEN NORTH ON COUNTY HIGHWAY A FOR 4.0 MI (6.4 KM) TO
 DL2650'COUNTY HIGHWAY A CURVING LEFT AND BEECH ROAD RIGHT, CURVE LEFT AND GO
 DL2650'WEST ON COUNTY HIGHWAY A FOR 0.25 MILE TO A BRIDGE OVER THE RED RIVER
 DL2650'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2650'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2650'STAMPED --5J76 2007-- SET IN A DRILL HOLE IN THE TOP OF THE NORTHWEST
 DL2650'BRIDGE WING WALL APPROXIMATELY 0.2 M (0.7 FT) ABOVE THE HIGHWAY
 DL2650'PAVEMENT.  THE STATION IS 4.4 M (14.4 FT) NORTH OF THE CENTERLINE OF
 DL2650'COUNTY HIGHWAY A AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DL2650'POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE
 DL2650'NORTH QUADRANTS EXTENDING TO 70 DEGREES AND TREES IN THE SOUTH
 DL2650'QUADRANTS EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2648 ***********************************************************************
 DL2648  DESIGNATION -  5J77
 DL2648  PID         -  DL2648
 DL2648  STATE/COUNTY-  WI/SHAWANO
 DL2648  COUNTRY     -  US
 DL2648  USGS QUAD   -  THORNTON (2018)
 DL2648
 DL2648                         *CURRENT SURVEY CONTROL
 DL2648  ______________________________________________________________________
 DL2648* NAD 83(2011) POSITION- 44 48 40.41119(N) 088 40 46.25815(W)   ADJUSTED
 DL2648* NAD 83(2011) ELLIP HT-   236.601 (meters)        (04/14/17)   ADJUSTED
 DL2648* NAD 83(2011) EPOCH   -  2010.00
 DL2648* NAVD 88 ORTHO HEIGHT -   272.810 (meters)      895.04  (feet) ADJUSTED
 DL2648  ______________________________________________________________________
 DL2648  GEOID HEIGHT    -        -36.203 (meters)                     GEOID18
 DL2648  NAD 83(2011) X  -    104,451.907 (meters)                     COMP
 DL2648  NAD 83(2011) Y  - -4,531,364.625 (meters)                     COMP
 DL2648  NAD 83(2011) Z  -  4,472,656.697 (meters)                     COMP
 DL2648  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 DL2648  DYNAMIC HEIGHT  -        272.775 (meters)      894.93  (feet) COMP
 DL2648  MODELED GRAVITY -    980,480.7   (mgal)                       NAVD 88
 DL2648
 DL2648  VERT ORDER      -  SECOND    CLASS I
 DL2648
 DL2648  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2648  Standards:
 DL2648         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2648            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2648  -------------------------------------------------------------------
 DL2648  NETWORK    0.41   0.55           0.19   0.14   0.28     -0.03764038
 DL2648  -------------------------------------------------------------------
 DL2648  Click here for local accuracies and other accuracy information.
 DL2648
 DL2648.The horizontal coordinates were established by GPS observations
 DL2648.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2648
 DL2648.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2648.been affixed to the stable North American tectonic plate. See 
 DL2648.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2648
 DL2648.The horizontal coordinates are valid at the epoch date displayed above
 DL2648.which is a decimal equivalence of Year/Month/Day.
 DL2648
 DL2648.The orthometric height was determined by differential leveling and
 DL2648.adjusted by the WI DEPT OF TRANSP
 DL2648.in May 2012.
 DL2648
 DL2648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2648.GEOID18 height accuracy estimate available here.
 DL2648
 DL2648.Click photographs - Photos may exist for this station.
 DL2648
 DL2648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2648
 DL2648.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2648
 DL2648.The ellipsoidal height was determined by GPS observations
 DL2648.and is referenced to NAD 83.
 DL2648
 DL2648.The dynamic height is computed by dividing the NAVD 88
 DL2648.geopotential number by the normal gravity value computed on the
 DL2648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2648.degrees latitude (g = 980.6199 gals.).
 DL2648
 DL2648.The modeled gravity was interpolated from observed gravity values.
 DL2648
 DL2648. The following values were computed from the NAD 83(2011) position.
 DL2648
 DL2648;                    North         East     Units Scale Factor Converg.
 DL2648;SPC WI C     -   109,511.066   704,446.555   MT  0.99994134   +0 55 54.1
 DL2648;SPC WI C     -   359,287.56  2,311,171.74   sFT  0.99994134   +0 55 54.1
 DL2648;UTM  16      - 4,963,352.295   367,194.340   MT  0.99981688   -1 11 01.9
 DL2648
 DL2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2648!SPC WI C     -   0.99996290  x   0.99994134  =   0.99990425
 DL2648!UTM  16      -   0.99996290  x   0.99981688  =   0.99977979
 DL2648
 DL2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6719463352(NAD 83)
 DL2648
 DL2648                          SUPERSEDED SURVEY CONTROL
 DL2648
 DL2648  NAD 83(2007)-  44 48 40.41144(N)    088 40 46.25943(W) AD(2002.00) 1
 DL2648  ELLIP H (04/03/12)  236.638  (m)                       GP(2002.00) 4 1
 DL2648
 DL2648.Superseded values are not recommended for survey control.
 DL2648
 DL2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2648.See file dsdata.pdf to determine how the superseded data were derived.
 DL2648
 DL2648_MARKER: DD = SURVEY DISK
 DL2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2648_STAMPING: 5J77 2007
 DL2648_MARK LOGO: WIDT
 DL2648_PROJECTION: FLUSH
 DL2648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2648+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2018
 DL2648
 DL2648  HISTORY     - Date     Condition        Report By
 DL2648  HISTORY     - 2008     MONUMENTED       WIDT
 DL2648  HISTORY     - 20080925 GOOD             WIDT
 DL2648  HISTORY     - 20150201 GOOD             WIDT
 DL2648  HISTORY     - 20180730 GOOD             WIDT
 DL2648
 DL2648                          STATION DESCRIPTION
 DL2648
 DL2648'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 47 AND 55
 DL2648'WITH COUNTY HIGHWAY A APPROXIMATELY 3 MI (4.8 KM) NORTH OF THE CITY OF
 DL2648'SHAWANO, GO WEST ON COUNTY HIGHWAY A FOR 2.5 MI (4.0 KM) TO MAPLE
 DL2648'AVENUE LEFT, TURN LEFT AND GO SOUTH ON MAPLE AVENUE FOR 0.7 MILE TO
 DL2648'HAZEL DRIVE, TURN RIGHT AND GO WEST ON HAZEL DRIVE FOR 0.40 MILE TO
 DL2648'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2648'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2648'STAMPED --5J77 2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DL2648'CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2648'APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.6 M
 DL2648'(21.7 FT) NORTH OF THE CENTERLINE OF HAZEL DRIVE, 46.5 M (152.6 FT)
 DL2648'WEST OF A --RESIDENTIAL AREA 35 MPH-- WOOD SIGN POST, 0.7 M (2.3 FT)
 DL2648'SOUTH OF A RIBBON FENCE, AND 1.0 M (3.3 FT) NORTH, 1.0 M (3.3 FT)
 DL2648'SOUTHWEST, AND 1.0 M (3.3 FT) SOUTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2648'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2648'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2648
 DL2648                          STATION RECOVERY (2015)
 DL2648
 DL2648'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2648'RECOVERED AS DESCRIBED.
 DL2648
 DL2648                          STATION RECOVERY (2018)
 DL2648
 DL2648'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DL2648'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8298 ***********************************************************************
 DP8298  DESIGNATION -  5J78
 DP8298  PID         -  DP8298
 DP8298  STATE/COUNTY-  WI/SHAWANO
 DP8298  COUNTRY     -  US
 DP8298  USGS QUAD   -  NEOPIT (2018)
 DP8298
 DP8298                         *CURRENT SURVEY CONTROL
 DP8298  ______________________________________________________________________
 DP8298* NAD 83(1986) POSITION- 44 52 47.0    (N) 088 46 00.4    (W)   HD_HELD2
 DP8298* NAVD 88 ORTHO HEIGHT -   293.108 (meters)      961.64  (feet) ADJUSTED
 DP8298  ______________________________________________________________________
 DP8298  GEOID HEIGHT    -        -36.071 (meters)                     GEOID18
 DP8298  DYNAMIC HEIGHT  -        293.069 (meters)      961.51  (feet) COMP
 DP8298  MODELED GRAVITY -    980,477.1   (mgal)                       NAVD 88
 DP8298
 DP8298  VERT ORDER      -  SECOND    CLASS I
 DP8298
 DP8298.The horizontal coordinates were established by autonomous hand held GPS
 DP8298.observations and have an estimated accuracy of +/- 10 meters.
 DP8298
 DP8298.The orthometric height was determined by differential leveling and
 DP8298.adjusted by the NATIONAL GEODETIC SURVEY
 DP8298.in February 2017.
 DP8298
 DP8298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8298.GEOID18 height accuracy estimate available here.
 DP8298
 DP8298.Click photographs - Photos may exist for this station.
 DP8298
 DP8298.The dynamic height is computed by dividing the NAVD 88
 DP8298.geopotential number by the normal gravity value computed on the
 DP8298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8298.degrees latitude (g = 980.6199 gals.).
 DP8298
 DP8298.The modeled gravity was interpolated from observed gravity values.
 DP8298
 DP8298;                    North         East    Units  Estimated Accuracy
 DP8298;SPC WI C     -   117,013.      697,429.      MT  (+/- 10 meters HH2 GPS)
 DP8298
 DP8298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6045971107(NAD 83)
 DP8298
 DP8298                          SUPERSEDED SURVEY CONTROL
 DP8298
 DP8298.No superseded survey control is available for this station.
 DP8298
 DP8298_MARKER: DD = SURVEY DISK
 DP8298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8298_STAMPING: 5J78 2012
 DP8298_MARK LOGO: WIDT
 DP8298_PROJECTION: FLUSH
 DP8298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8298+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2014
 DP8298
 DP8298  HISTORY     - Date     Condition        Report By
 DP8298  HISTORY     - 2013     MONUMENTED       WIDT
 DP8298  HISTORY     - 20140820 GOOD             WIDT
 DP8298
 DP8298                          STATION DESCRIPTION
 DP8298
 DP8298'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8298'HE STATION IS APPROXIMATELY 7.5 MI (12.1 KM) SOUTHEAST OF NEOPIT, 6.5
 DP8298'MI (10.5 KM) WEST OF KESHENA AND 2 MI (3.2 KM) NORTHEAST OF GRESHAM.
 DP8298'
 DP8298'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DP8298'HIGHWAY VV LOCATED ABOUT 2 MI (3.2 KM) NORTHEAST OF THE VILLAGE OF
 DP8298'GRESHAM, GO WEST ON COUNTY HIGHWAY G FOR 0.5 MI (0.8 KM) TO MISSION
 DP8298'LAKE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON MISSION LAKE ROAD
 DP8298'FOR 0.05 MI (0.1 KM) TO THE STATION ON THE LEFT.
 DP8298'
 DP8298'THE STATION IS 7.5 M (24.6 FT) WEST OF THE CENTERLINE OF MISSION LAKE
 DP8298'ROAD, 135 M (442.9 FT) NORTH OF COUNTY HIGHWAY G, 34.0 M (111.5 FT)
 DP8298'NORTH OF THE THIRD POWER POLE NORTH OF COUNTY HIGHWAY G, 32.0 M (105.0
 DP8298'FT) SOUTH OF FOURTH POWER POLE NORTH OF COUNTY HIGHWAY G, 3 M (9.8 FT)
 DP8298'SOUTH OF A FIELD ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8298'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8298'
 DP8298'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8298'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8298'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8298'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8298'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8295 ***********************************************************************
 DP8295  DESIGNATION -  5J79
 DP8295  PID         -  DP8295
 DP8295  STATE/COUNTY-  WI/SHAWANO
 DP8295  COUNTRY     -  US
 DP8295  USGS QUAD   -  NEOPIT (2018)
 DP8295
 DP8295                         *CURRENT SURVEY CONTROL
 DP8295  ______________________________________________________________________
 DP8295* NAD 83(1986) POSITION- 44 54 24.6    (N) 088 45 08.4    (W)   HD_HELD2
 DP8295* NAVD 88 ORTHO HEIGHT -   303.163 (meters)      994.63  (feet) ADJUSTED
 DP8295  ______________________________________________________________________
 DP8295  GEOID HEIGHT    -        -36.024 (meters)                     GEOID18
 DP8295  DYNAMIC HEIGHT  -        303.124 (meters)      994.50  (feet) COMP
 DP8295  MODELED GRAVITY -    980,480.2   (mgal)                       NAVD 88
 DP8295
 DP8295  VERT ORDER      -  SECOND    CLASS I
 DP8295
 DP8295.The horizontal coordinates were established by autonomous hand held GPS
 DP8295.observations and have an estimated accuracy of +/- 10 meters.
 DP8295
 DP8295.The orthometric height was determined by differential leveling and
 DP8295.adjusted by the NATIONAL GEODETIC SURVEY
 DP8295.in February 2017.
 DP8295
 DP8295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8295.GEOID18 height accuracy estimate available here.
 DP8295
 DP8295.Click photographs - Photos may exist for this station.
 DP8295
 DP8295.The dynamic height is computed by dividing the NAVD 88
 DP8295.geopotential number by the normal gravity value computed on the
 DP8295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8295.degrees latitude (g = 980.6199 gals.).
 DP8295
 DP8295.The modeled gravity was interpolated from observed gravity values.
 DP8295
 DP8295;                    North         East    Units  Estimated Accuracy
 DP8295;SPC WI C     -   120,043.      698,524.      MT  (+/- 10 meters HH2 GPS)
 DP8295
 DP8295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6166574094(NAD 83)
 DP8295
 DP8295                          SUPERSEDED SURVEY CONTROL
 DP8295
 DP8295.No superseded survey control is available for this station.
 DP8295
 DP8295_MARKER: DD = SURVEY DISK
 DP8295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8295_STAMPING: 5J79 2012
 DP8295_MARK LOGO: WIDT
 DP8295_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8295+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2014
 DP8295
 DP8295  HISTORY     - Date     Condition        Report By
 DP8295  HISTORY     - 2013     MONUMENTED       WIDT
 DP8295  HISTORY     - 20140820 GOOD             WIDT
 DP8295
 DP8295                          STATION DESCRIPTION
 DP8295
 DP8295'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8295'HE STATION IS APPROXIMATELY 6 MI (9.7 KM) SOUTHEAST OF NEOPIT, 6 MI
 DP8295'(9.7 KM) WEST-NORTHWEST OF KESHENA AND 4 MI (6.4 KM) NORTHEAST OF
 DP8295'GRESHAM.
 DP8295'
 DP8295'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DP8295'HIGHWAY G IN MIDDLE VILLAGE, GO SOUTH ON COUNTY HIGHWAY G FOR 1.8 M
 DP8295'(5.9 FT) TO A RIGHT CURVE IN THE HIGHWAY AND THURNER LANE ON THE LEFT.
 DP8295'CURVE RIGHT AND CONTINUE WEST ON COUNTY HIGHWAY G FOR 250 FT (76.2 M)
 DP8295'TO THE STATION ON THE RIGHT.
 DP8295'
 DP8295'THE STATION IS 6.9 M (22.6 FT) NORTH OF THE CENTERLINE COUNTY HIGHWAY
 DP8295'G, 36.8 M (120.7 FT) WEST OF THE NORTH END 15 INCH STEEL CULVERT PIPE,
 DP8295'23.3 M (76.4 FT) EAST OF A -LEFT CURVE- SIGN POST AND LOCATED IN THE
 DP8295'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8295'
 DP8295'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8295'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE WEST OF THE
 DP8295'STATION EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8295'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8295'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8295'POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8293 ***********************************************************************
 DP8293  DESIGNATION -  5J80
 DP8293  PID         -  DP8293
 DP8293  STATE/COUNTY-  WI/MENOMINEE
 DP8293  COUNTRY     -  US
 DP8293  USGS QUAD   -  ZOAR (2018)
 DP8293
 DP8293                         *CURRENT SURVEY CONTROL
 DP8293  ______________________________________________________________________
 DP8293* NAD 83(1986) POSITION- 45 02 42.1    (N) 088 57 52.8    (W)   HD_HELD2
 DP8293* NAVD 88 ORTHO HEIGHT -   382.303 (meters)     1254.27  (feet) ADJUSTED
 DP8293  ______________________________________________________________________
 DP8293  GEOID HEIGHT    -        -35.435 (meters)                     GEOID18
 DP8293  DYNAMIC HEIGHT  -        382.250 (meters)     1254.10  (feet) COMP
 DP8293  MODELED GRAVITY -    980,469.4   (mgal)                       NAVD 88
 DP8293
 DP8293  VERT ORDER      -  SECOND    CLASS I
 DP8293
 DP8293.The horizontal coordinates were established by autonomous hand held GPS
 DP8293.observations and have an estimated accuracy of +/- 10 meters.
 DP8293
 DP8293.The orthometric height was determined by differential leveling and
 DP8293.adjusted by the NATIONAL GEODETIC SURVEY
 DP8293.in February 2017.
 DP8293
 DP8293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8293.GEOID18 height accuracy estimate available here.
 DP8293
 DP8293.Click photographs - Photos may exist for this station.
 DP8293
 DP8293.The dynamic height is computed by dividing the NAVD 88
 DP8293.geopotential number by the normal gravity value computed on the
 DP8293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8293.degrees latitude (g = 980.6199 gals.).
 DP8293
 DP8293.The modeled gravity was interpolated from observed gravity values.
 DP8293
 DP8293;                    North         East    Units  Estimated Accuracy
 DP8293;SPC WI C     -   135,163.      681,562.      MT  (+/- 10 meters HH2 GPS)
 DP8293
 DP8293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4527589830(NAD 83)
 DP8293
 DP8293                          SUPERSEDED SURVEY CONTROL
 DP8293
 DP8293.No superseded survey control is available for this station.
 DP8293
 DP8293_MARKER: DD = SURVEY DISK
 DP8293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8293_STAMPING: 5J80 2013
 DP8293_MARK LOGO: WIDT
 DP8293_PROJECTION: FLUSH
 DP8293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8293+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DP8293
 DP8293  HISTORY     - Date     Condition        Report By
 DP8293  HISTORY     - 2013     MONUMENTED       WIDT
 DP8293  HISTORY     - 20140812 GOOD             WIDT
 DP8293
 DP8293                          STATION DESCRIPTION
 DP8293
 DP8293'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8293'HE STATION IS LOCATED APPROXIMATELY 11 MI (17.7 KM) SOUTHEAST OF
 DP8293'ANTIGO, 8 MI (12.9 KM) NORTHWEST OF NEOPIT AND 2.5 MI (4.0 KM)
 DP8293'EAST-SOUTHEAST OF PHLOX.
 DP8293'
 DP8293'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DP8293'HIGHWAY M IN THE VILLAGE OF NEOPIT, GO NORTHWEST ON STATE HIGHWAY 47
 DP8293'FOR APPROXIMATELY 9.1 MI (14.6 KM) TO CEDAR DAM ROAD ON THE LEFT AND
 DP8293'THE STATION ON THE LEFT.
 DP8293'
 DP8293'THE STATION IS 10 M (32.8 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DP8293'47, 58 M (190.3 FT) EAST OF A -STATE HIGHWAY 47 NORTH- ROUTE SIGN
 DP8293'POST, 16.6 M (54.5 FT) SOUTHWEST OF A -STATE HIGHWAY 47- SIGN POST AND
 DP8293'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8293'WITNESS POSTS.
 DP8293'
 DP8293'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8293'SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN
 DP8293'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8293'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8293'0.3 M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8329 ***********************************************************************
 DP8329  DESIGNATION -  5J81
 DP8329  PID         -  DP8329
 DP8329  STATE/COUNTY-  WI/MENOMINEE
 DP8329  COUNTRY     -  US
 DP8329  USGS QUAD   -  ZOAR (2018)
 DP8329
 DP8329                         *CURRENT SURVEY CONTROL
 DP8329  ______________________________________________________________________
 DP8329* NAD 83(1986) POSITION- 45 02 46.5    (N) 088 56 32.9    (W)   HD_HELD2
 DP8329* NAVD 88 ORTHO HEIGHT -   374.913 (meters)     1230.03  (feet) ADJUSTED
 DP8329  ______________________________________________________________________
 DP8329  GEOID HEIGHT    -        -35.468 (meters)                     GEOID18
 DP8329  DYNAMIC HEIGHT  -        374.862 (meters)     1229.86  (feet) COMP
 DP8329  MODELED GRAVITY -    980,470.2   (mgal)                       NAVD 88
 DP8329
 DP8329  VERT ORDER      -  SECOND    CLASS I
 DP8329
 DP8329.The horizontal coordinates were established by autonomous hand held GPS
 DP8329.observations and have an estimated accuracy of +/- 10 meters.
 DP8329
 DP8329.The orthometric height was determined by differential leveling and
 DP8329.adjusted by the NATIONAL GEODETIC SURVEY
 DP8329.in February 2017.
 DP8329
 DP8329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8329.GEOID18 height accuracy estimate available here.
 DP8329
 DP8329.Click photographs - Photos may exist for this station.
 DP8329
 DP8329.The dynamic height is computed by dividing the NAVD 88
 DP8329.geopotential number by the normal gravity value computed on the
 DP8329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8329.degrees latitude (g = 980.6199 gals.).
 DP8329
 DP8329.The modeled gravity was interpolated from observed gravity values.
 DP8329
 DP8329;                    North         East    Units  Estimated Accuracy
 DP8329;SPC WI C     -   135,321.      683,309.      MT  (+/- 10 meters HH2 GPS)
 DP8329
 DP8329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4702689923(NAD 83)
 DP8329
 DP8329                          SUPERSEDED SURVEY CONTROL
 DP8329
 DP8329.No superseded survey control is available for this station.
 DP8329
 DP8329_MARKER: DD = SURVEY DISK
 DP8329_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8329_SP_SET: BRIDGE ABUTMENT
 DP8329_STAMPING: 5J81 2007
 DP8329_MARK LOGO: WIDT
 DP8329_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8329+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2014
 DP8329
 DP8329  HISTORY     - Date     Condition        Report By
 DP8329  HISTORY     - 2007     MONUMENTED       WIDT
 DP8329  HISTORY     - 20140813 GOOD             WIDT
 DP8329
 DP8329                          STATION DESCRIPTION
 DP8329
 DP8329'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8329'HE STATION IS LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTHEAST OF
 DP8329'ANTIGO, 7 MI (11.3 KM) NORTHWEST OF NEOPIT AND 3 MI (4.8 KM)
 DP8329'EAST-SOUTHEAST OF PHLOX.
 DP8329'
 DP8329'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DP8329'HIGHWAY M IN THE VILLAGE OF NEOPIT, GO NORTHWEST ON STATE HIGHWAY 47
 DP8329'FOR APPROXIMATELY 8.0 MI (12.9 KM) TO A BRIDGE OVER THE LITTLE WEST
 DP8329'BRANCH OF THE WOLF RIVER AND THE STATION ON THE RIGHT.
 DP8329'
 DP8329'THE STATION IS 5.3 M (17.4 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8329'HIGHWAY 47, 65 M (213.3 FT) NORTHWEST OF A -SLOW VEHICLE TURNOUT- SIGN
 DP8329'AND 1 M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DP8329'
 DP8329'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8329'SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN
 DP8329'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8329'IN THE NORTH END OF THE EAST ABUTMENT OF THE STRUCTURE B-736 OVER THE
 DP8329'LITTLE WEST BRANCH OF THE WOLF RIVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8883 ***********************************************************************
 DP8883  DESIGNATION -  5J82
 DP8883  PID         -  DP8883
 DP8883  STATE/COUNTY-  WI/MENOMINEE
 DP8883  COUNTRY     -  US
 DP8883  USGS QUAD   -  ZOAR (2018)
 DP8883
 DP8883                         *CURRENT SURVEY CONTROL
 DP8883  ______________________________________________________________________
 DP8883* NAD 83(1986) POSITION- 45 02 20.1    (N) 088 55 34.8    (W)   HD_HELD2
 DP8883* NAVD 88 ORTHO HEIGHT -   380.365 (meters)     1247.91  (feet) ADJUSTED
 DP8883  ______________________________________________________________________
 DP8883  GEOID HEIGHT    -        -35.515 (meters)                     GEOID18
 DP8883  DYNAMIC HEIGHT  -        380.314 (meters)     1247.75  (feet) COMP
 DP8883  MODELED GRAVITY -    980,471.2   (mgal)                       NAVD 88
 DP8883
 DP8883  VERT ORDER      -  SECOND    CLASS I
 DP8883
 DP8883.The horizontal coordinates were established by autonomous hand held GPS
 DP8883.observations and have an estimated accuracy of +/- 10 meters.
 DP8883
 DP8883.The orthometric height was determined by differential leveling and
 DP8883.adjusted by the NATIONAL GEODETIC SURVEY
 DP8883.in February 2017.
 DP8883
 DP8883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8883.GEOID18 height accuracy estimate available here.
 DP8883
 DP8883.Click photographs - Photos may exist for this station.
 DP8883
 DP8883.The dynamic height is computed by dividing the NAVD 88
 DP8883.geopotential number by the normal gravity value computed on the
 DP8883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8883.degrees latitude (g = 980.6199 gals.).
 DP8883
 DP8883.The modeled gravity was interpolated from observed gravity values.
 DP8883
 DP8883;                    North         East    Units  Estimated Accuracy
 DP8883;SPC WI C     -   134,523.      684,591.      MT  (+/- 10 meters HH2 GPS)
 DP8883
 DP8883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4827889078(NAD 83)
 DP8883
 DP8883                          SUPERSEDED SURVEY CONTROL
 DP8883
 DP8883.No superseded survey control is available for this station.
 DP8883
 DP8883_MARKER: DD = SURVEY DISK
 DP8883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8883_STAMPING: 5J82 2007
 DP8883_MARK LOGO: WIDT
 DP8883_PROJECTION: FLUSH
 DP8883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8883+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2014
 DP8883
 DP8883  HISTORY     - Date     Condition        Report By
 DP8883  HISTORY     - 2013     MONUMENTED       WIDT
 DP8883  HISTORY     - 20140813 GOOD             WIDT
 DP8883
 DP8883                          STATION DESCRIPTION
 DP8883
 DP8883'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8883'THE STATION IS LOCATED APPROXIMATELY 13 MI (20.9 KM) SOUTHEAST OF
 DP8883'ANTIGO, 6 MI (9.7 KM) NORTHWEST OF NEOPIT, AND 4.5 MI (7.2 KM)
 DP8883'EAST-SOUTHEAST OF PHLOX.
 DP8883'
 DP8883'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DP8883'HIGHWAY M IN THE VILLAGE OF NEOPIT, GO NORTHWEST ON STATE HIGHWAY 47
 DP8883'FOR APPROXIMATELY 7.0 MI (11.3 KM) TO A LOGGING TRAIL ON THE RIGHT AND
 DP8883'THE STATION ON THE RIGHT.
 DP8883'
 DP8883'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP8883'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP8883'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DP8883'THE STATION IS 7.6 M (24.9 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 DP8883'STATE HIGHWAY 47, 44 M (144.4 FT) SOUTHEAST OF A -STATE HIGHWAY 47-
 DP8883'SIGN POST ON THE EAST SIDE OF STATE HIGHWAY 47, 37.5 M (123.0 FT)
 DP8883'NORTHWEST OF A -45 MPH CURVE- SIGN POST, 20.2 M (66.3 FT) SOUTHEAST OF
 DP8883'A -STATE HIGHWAY 47- SIGN POST ON THE WEST SIDE OF STATE HIGHWAY 47,
 DP8883'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8883'WITNESS POSTS.
 DP8883'
 DP8883'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8883'SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8882 ***********************************************************************
 DP8882  DESIGNATION -  5J83
 DP8882  PID         -  DP8882
 DP8882  STATE/COUNTY-  WI/MENOMINEE
 DP8882  COUNTRY     -  US
 DP8882  USGS QUAD   -  ZOAR (2018)
 DP8882
 DP8882                         *CURRENT SURVEY CONTROL
 DP8882  ______________________________________________________________________
 DP8882* NAD 83(1986) POSITION- 45 00 08.7    (N) 088 52 47.6    (W)   HD_HELD2
 DP8882* NAVD 88 ORTHO HEIGHT -   362.337 (meters)     1188.77  (feet) ADJUSTED
 DP8882  ______________________________________________________________________
 DP8882  GEOID HEIGHT    -        -35.682 (meters)                     GEOID18
 DP8882  DYNAMIC HEIGHT  -        362.289 (meters)     1188.61  (feet) COMP
 DP8882  MODELED GRAVITY -    980,475.5   (mgal)                       NAVD 88
 DP8882
 DP8882  VERT ORDER      -  SECOND    CLASS I
 DP8882
 DP8882.The horizontal coordinates were established by autonomous hand held GPS
 DP8882.observations and have an estimated accuracy of +/- 10 meters.
 DP8882
 DP8882.The orthometric height was determined by differential leveling and
 DP8882.adjusted by the NATIONAL GEODETIC SURVEY
 DP8882.in February 2017.
 DP8882
 DP8882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8882.GEOID18 height accuracy estimate available here.
 DP8882
 DP8882.Click photographs - Photos may exist for this station.
 DP8882
 DP8882.The dynamic height is computed by dividing the NAVD 88
 DP8882.geopotential number by the normal gravity value computed on the
 DP8882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8882.degrees latitude (g = 980.6199 gals.).
 DP8882
 DP8882.The modeled gravity was interpolated from observed gravity values.
 DP8882
 DP8882;                    North         East    Units  Estimated Accuracy
 DP8882;SPC WI C     -   130,517.      688,306.      MT  (+/- 10 meters HH2 GPS)
 DP8882
 DP8882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5184284937(NAD 83)
 DP8882
 DP8882                          SUPERSEDED SURVEY CONTROL
 DP8882
 DP8882.No superseded survey control is available for this station.
 DP8882
 DP8882_MARKER: DD = SURVEY DISK
 DP8882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8882_STAMPING: 5J83 2007
 DP8882_MARK LOGO: WIDT
 DP8882_PROJECTION: FLUSH
 DP8882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8882+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP8882
 DP8882  HISTORY     - Date     Condition        Report By
 DP8882  HISTORY     - 2013     MONUMENTED       WIDT
 DP8882  HISTORY     - 20140814 GOOD             WIDT
 DP8882
 DP8882                          STATION DESCRIPTION
 DP8882
 DP8882'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8882'THE STATION IS LOCATED APPROXIMATELY 25 MI (40.2 KM) WEST OF SURING,
 DP8882'11.5 MI (18.5 KM) NORTH OF GRESHAM AND 7 MI (11.3 KM) SOUTHEAST OF
 DP8882'PHLOX.
 DP8882'
 DP8882'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DP8882'HIGHWAY M IN THE VILLAGE OF NEOPIT, GO NORTHWEST ON STATE HIGHWAY 47
 DP8882'FOR APPROXIMATELY 3.5 MI (5.6 KM) TO A LOGGING TRAIL ON THE RIGHT AND
 DP8882'THE STATION ON THE RIGHT.
 DP8882'
 DP8882'THE STATION IS 9.1 M (29.9 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8882'HIGHWAY 47, 131.6 M (431.8 FT) EAST OF A -VEHICLE TURNOUT- SIGN POST,
 DP8882'23.3 M (76.4 FT) WEST OF A -LEFT CURVE ARROW- SIGN POST AND LOCATED IN
 DP8882'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8882'
 DP8882'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8882'SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN
 DP8882'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8882'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8882'WITH THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8881 ***********************************************************************
 DP8881  DESIGNATION -  5J84
 DP8881  PID         -  DP8881
 DP8881  STATE/COUNTY-  WI/MENOMINEE
 DP8881  COUNTRY     -  US
 DP8881  USGS QUAD   -  NEOPIT (2018)
 DP8881
 DP8881                         *CURRENT SURVEY CONTROL
 DP8881  ______________________________________________________________________
 DP8881* NAD 83(1986) POSITION- 44 59 01.6    (N) 088 51 48.4    (W)   HD_HELD2
 DP8881* NAVD 88 ORTHO HEIGHT -   334.432 (meters)     1097.22  (feet) ADJUSTED
 DP8881  ______________________________________________________________________
 DP8881  GEOID HEIGHT    -        -35.754 (meters)                     GEOID18
 DP8881  DYNAMIC HEIGHT  -        334.386 (meters)     1097.06  (feet) COMP
 DP8881  MODELED GRAVITY -    980,470.7   (mgal)                       NAVD 88
 DP8881
 DP8881  VERT ORDER      -  SECOND    CLASS I
 DP8881
 DP8881.The horizontal coordinates were established by autonomous hand held GPS
 DP8881.observations and have an estimated accuracy of +/- 10 meters.
 DP8881
 DP8881.The orthometric height was determined by differential leveling and
 DP8881.adjusted by the NATIONAL GEODETIC SURVEY
 DP8881.in February 2017.
 DP8881
 DP8881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8881.GEOID18 height accuracy estimate available here.
 DP8881
 DP8881.Click photographs - Photos may exist for this station.
 DP8881
 DP8881.The dynamic height is computed by dividing the NAVD 88
 DP8881.geopotential number by the normal gravity value computed on the
 DP8881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8881.degrees latitude (g = 980.6199 gals.).
 DP8881
 DP8881.The modeled gravity was interpolated from observed gravity values.
 DP8881
 DP8881;                    North         East    Units  Estimated Accuracy
 DP8881;SPC WI C     -   128,464.      689,631.      MT  (+/- 10 meters HH2 GPS)
 DP8881
 DP8881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5309082837(NAD 83)
 DP8881
 DP8881                          SUPERSEDED SURVEY CONTROL
 DP8881
 DP8881.No superseded survey control is available for this station.
 DP8881
 DP8881_MARKER: DD = SURVEY DISK
 DP8881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8881_STAMPING: 5J84 2007
 DP8881_MARK LOGO: WIDT
 DP8881_PROJECTION: FLUSH
 DP8881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8881+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP8881
 DP8881  HISTORY     - Date     Condition        Report By
 DP8881  HISTORY     - 2013     MONUMENTED       WIDT
 DP8881  HISTORY     - 20140814 GOOD             WIDT
 DP8881
 DP8881                          STATION DESCRIPTION
 DP8881
 DP8881'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8881'THE STATION IS LOCATED APPROXIMATELY 24 MI (38.6 KM) WEST OF SURING,
 DP8881'9.5 MI (15.3 KM) NORTH-NORTHWEST OF GRESHAM AND 9 MI (14.5 KM)
 DP8881'SOUTHEAST OF PHLOX.
 DP8881'
 DP8881'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DP8881'HIGHWAY M IN THE VILLAGE OF NEOPIT, GO WEST ON STATE HIGHWAY 47 NORTH
 DP8881'FOR APPROXIMATELY 1.7 MI (2.7 KM) TO WHEELOCK ROAD ON THE RIGHT AND
 DP8881'THE STATION ON THE LEFT.
 DP8881'
 DP8881'THE STATION IS 15.5 M (50.9 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DP8881'HIGHWAY 47, 32 M (105.0 FT) WEST OF A -NO PARKING ANY TIME- SIGN, 14.7
 DP8881'M (48.2 FT) EAST OF A POWER POLE '29-13-24' AND LOCATED IN THE CENTER
 DP8881'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8881'
 DP8881'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8881'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST EXTENDING TO 30
 DP8881'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8881'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8881'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.3 M
 DP8881'(1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8879 ***********************************************************************
 DP8879  DESIGNATION -  5J85
 DP8879  PID         -  DP8879
 DP8879  STATE/COUNTY-  WI/MENOMINEE
 DP8879  COUNTRY     -  US
 DP8879  USGS QUAD   -  NEOPIT (2018)
 DP8879
 DP8879                         *CURRENT SURVEY CONTROL
 DP8879  ______________________________________________________________________
 DP8879* NAD 83(1986) POSITION- 44 58 07.6    (N) 088 47 43.7    (W)   HD_HELD2
 DP8879* NAVD 88 ORTHO HEIGHT -   336.461 (meters)     1103.87  (feet) ADJUSTED
 DP8879  ______________________________________________________________________
 DP8879  GEOID HEIGHT    -        -35.856 (meters)                     GEOID18
 DP8879  DYNAMIC HEIGHT  -        336.417 (meters)     1103.73  (feet) COMP
 DP8879  MODELED GRAVITY -    980,478.2   (mgal)                       NAVD 88
 DP8879
 DP8879  VERT ORDER      -  SECOND    CLASS I
 DP8879
 DP8879.The horizontal coordinates were established by autonomous hand held GPS
 DP8879.observations and have an estimated accuracy of +/- 10 meters.
 DP8879
 DP8879.The orthometric height was determined by differential leveling and
 DP8879.adjusted by the NATIONAL GEODETIC SURVEY
 DP8879.in February 2017.
 DP8879
 DP8879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8879.GEOID18 height accuracy estimate available here.
 DP8879
 DP8879.Click photographs - Photos may exist for this station.
 DP8879
 DP8879.The dynamic height is computed by dividing the NAVD 88
 DP8879.geopotential number by the normal gravity value computed on the
 DP8879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8879.degrees latitude (g = 980.6199 gals.).
 DP8879
 DP8879.The modeled gravity was interpolated from observed gravity values.
 DP8879
 DP8879;                    North         East    Units  Estimated Accuracy
 DP8879;SPC WI C     -   126,874.      695,016.      MT  (+/- 10 meters HH2 GPS)
 DP8879
 DP8879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5841281050(NAD 83)
 DP8879
 DP8879                          SUPERSEDED SURVEY CONTROL
 DP8879
 DP8879.No superseded survey control is available for this station.
 DP8879
 DP8879_MARKER: DD = SURVEY DISK
 DP8879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8879_STAMPING: 5J85 2007
 DP8879_MARK LOGO: WIDT
 DP8879_PROJECTION: FLUSH
 DP8879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8879+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP8879
 DP8879  HISTORY     - Date     Condition        Report By
 DP8879  HISTORY     - 2013     MONUMENTED       WIDT
 DP8879  HISTORY     - 20140814 GOOD             WIDT
 DP8879
 DP8879                          STATION DESCRIPTION
 DP8879
 DP8879'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8879'THE STATION IS LOCATED APPROXIMATELY 10 MI (16.1 KM) NORTHWEST OF
 DP8879'KESHENA, 3.5 MI (5.6 KM) NORTHWEST OF MIDDLE VILLAGE, 2 MI (3.2 KM)
 DP8879'SOUTHEAST OF NEOPIT.
 DP8879'
 DP8879'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DP8879'HIGHWAY G IN MIDDLE VILLAGE, GO NORTHWEST ON STATE HIGHWAY 47 FOR
 DP8879'APPROXIMATELY 3.5 MI (5.6 KM) TO THE RAINBOW FALLS BAR ON THE RIGHT
 DP8879'AND THE STATION ON THE RIGHT.
 DP8879'
 DP8879'THE STATION IS 7.3 M (24.0 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8879'HIGHWAY 47, 19.6 M (64.3 FT) NORTHWEST OF THE CENTER OF THE NORTHWEST
 DP8879'MOST DRIVEWAY FOR THE RAINBOW FALLS BAR, 60.8 M (199.5 FT) NORTHWEST
 DP8879'OF A TELEPHONE PEDESTAL 'L4-42' AND LOCATED IN THE CENTER OF A
 DP8879'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8879'
 DP8879'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS.  THE
 DP8879'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP8879'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP8879'DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8878 ***********************************************************************
 DP8878  DESIGNATION -  5J86
 DP8878  PID         -  DP8878
 DP8878  STATE/COUNTY-  WI/MENOMINEE
 DP8878  COUNTRY     -  US
 DP8878  USGS QUAD   -  NEOPIT (2018)
 DP8878
 DP8878                         *CURRENT SURVEY CONTROL
 DP8878  ______________________________________________________________________
 DP8878* NAD 83(1986) POSITION- 44 57 07.7    (N) 088 46 21.8    (W)   HD_HELD2
 DP8878* NAVD 88 ORTHO HEIGHT -   306.891 (meters)     1006.86  (feet) ADJUSTED
 DP8878  ______________________________________________________________________
 DP8878  GEOID HEIGHT    -        -35.915 (meters)                     GEOID18
 DP8878  DYNAMIC HEIGHT  -        306.851 (meters)     1006.73  (feet) COMP
 DP8878  MODELED GRAVITY -    980,480.4   (mgal)                       NAVD 88
 DP8878
 DP8878  VERT ORDER      -  SECOND    CLASS I
 DP8878
 DP8878.The horizontal coordinates were established by autonomous hand held GPS
 DP8878.observations and have an estimated accuracy of +/- 10 meters.
 DP8878
 DP8878.The orthometric height was determined by differential leveling and
 DP8878.adjusted by the NATIONAL GEODETIC SURVEY
 DP8878.in February 2017.
 DP8878
 DP8878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8878.GEOID18 height accuracy estimate available here.
 DP8878
 DP8878.Click photographs - Photos may exist for this station.
 DP8878
 DP8878.The dynamic height is computed by dividing the NAVD 88
 DP8878.geopotential number by the normal gravity value computed on the
 DP8878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8878.degrees latitude (g = 980.6199 gals.).
 DP8878
 DP8878.The modeled gravity was interpolated from observed gravity values.
 DP8878
 DP8878;                    North         East    Units  Estimated Accuracy
 DP8878;SPC WI C     -   125,052.      696,838.      MT  (+/- 10 meters HH2 GPS)
 DP8878
 DP8878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6016679162(NAD 83)
 DP8878
 DP8878                          SUPERSEDED SURVEY CONTROL
 DP8878
 DP8878.No superseded survey control is available for this station.
 DP8878
 DP8878_MARKER: DD = SURVEY DISK
 DP8878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8878_STAMPING: 5J86 2007
 DP8878_MARK LOGO: WIDT
 DP8878_PROJECTION: FLUSH
 DP8878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8878+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2014
 DP8878
 DP8878  HISTORY     - Date     Condition        Report By
 DP8878  HISTORY     - 2013     MONUMENTED       WIDT
 DP8878  HISTORY     - 20140815 GOOD             WIDT
 DP8878
 DP8878                          STATION DESCRIPTION
 DP8878
 DP8878'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8878'THE STATION IS LOCATED APPROXIMATELY 8 MI (12.9 KM) NORTHWEST OF
 DP8878'KESHENA, 3.5 MI (5.6 KM) SOUTHEAST OF NEOPIT AND 2 MI (3.2 KM)
 DP8878'NORTHWEST OF MIDDLE VILLAGE.
 DP8878'
 DP8878'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DP8878'HIGHWAY G IN MIDDLE VILLAGE, GO NORTHWEST ON STATE HIGHWAY 47 FOR
 DP8878'APPROXIMATELY 1.8 MI (2.9 KM) TO CAMP 24 ROAD ON THE RIGHT AND THE
 DP8878'STATION ON THE RIGHT.
 DP8878'
 DP8878'THE STATION IS 17.7 M (58.1 FT) EAST OF THE CENTERLINE OF STATE
 DP8878'HIGHWAY 47, 17.8 M (58.4 FT) SOUTHEAST OF A TELEPHONE PEDESTAL
 DP8878''L4108', 15.5 M (50.9 FT) SOUTHEAST OF A -STOP- SIGN POST AND LOCATED
 DP8878'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP8878'POSTS.
 DP8878'
 DP8878'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8878'SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN
 DP8878'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8878'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8878'WITH THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8874 ***********************************************************************
 DP8874  DESIGNATION -  5J87
 DP8874  PID         -  DP8874
 DP8874  STATE/COUNTY-  WI/MENOMINEE
 DP8874  COUNTRY     -  US
 DP8874  USGS QUAD   -  KESHENA (2019)
 DP8874
 DP8874                         *CURRENT SURVEY CONTROL
 DP8874  ______________________________________________________________________
 DP8874* NAD 83(1986) POSITION- 44 54 55.4    (N) 088 43 20.9    (W)   HD_HELD2
 DP8874* NAVD 88 ORTHO HEIGHT -   311.921 (meters)     1023.36  (feet) ADJUSTED
 DP8874  ______________________________________________________________________
 DP8874  GEOID HEIGHT    -        -36.021 (meters)                     GEOID18
 DP8874  DYNAMIC HEIGHT  -        311.882 (meters)     1023.23  (feet) COMP
 DP8874  MODELED GRAVITY -    980,483.4   (mgal)                       NAVD 88
 DP8874
 DP8874  VERT ORDER      -  SECOND    CLASS I
 DP8874
 DP8874.The horizontal coordinates were established by autonomous hand held GPS
 DP8874.observations and have an estimated accuracy of +/- 10 meters.
 DP8874
 DP8874.The orthometric height was determined by differential leveling and
 DP8874.adjusted by the NATIONAL GEODETIC SURVEY
 DP8874.in February 2017.
 DP8874
 DP8874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8874.GEOID18 height accuracy estimate available here.
 DP8874
 DP8874.Click photographs - Photos may exist for this station.
 DP8874
 DP8874.The dynamic height is computed by dividing the NAVD 88
 DP8874.geopotential number by the normal gravity value computed on the
 DP8874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8874.degrees latitude (g = 980.6199 gals.).
 DP8874
 DP8874.The modeled gravity was interpolated from observed gravity values.
 DP8874
 DP8874;                    North         East    Units  Estimated Accuracy
 DP8874;SPC WI C     -   121,030.      700,867.      MT  (+/- 10 meters HH2 GPS)
 DP8874
 DP8874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6404374994(NAD 83)
 DP8874
 DP8874                          SUPERSEDED SURVEY CONTROL
 DP8874
 DP8874.No superseded survey control is available for this station.
 DP8874
 DP8874_MARKER: DD = SURVEY DISK
 DP8874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8874_STAMPING: 5J87 2007
 DP8874_MARK LOGO: WIDT
 DP8874_PROJECTION: FLUSH
 DP8874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8874+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 DP8874
 DP8874  HISTORY     - Date     Condition        Report By
 DP8874  HISTORY     - 2013     MONUMENTED       WIDT
 DP8874  HISTORY     - 20140825 GOOD             WIDT
 DP8874
 DP8874                          STATION DESCRIPTION
 DP8874
 DP8874'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8874'THE STATION IS LOCATED APPROXIMATELY 5 MI (8.0 KM) NORTHEAST OF
 DP8874'GRESHAM, 5 MI (8.0 KM) NORTHWEST OF KESHENA AND 2 MI (3.2 KM)
 DP8874'SOUTHEAST OF MIDDLE VILLAGE.
 DP8874'
 DP8874'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DP8874'HIGHWAY 55, GO NORTHWEST ON STATE HIGHWAY 47 APPROXIMATELY 3.8 MI (6.1
 DP8874'KM) TO THE STATION ON THE LEFT.
 DP8874'
 DP8874'THE STATION IS 9 M (29.5 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DP8874'HIGHWAY 47, 47.5 M (155.8 FT) SOUTH OF A -PEDESTRIAN CROSSING- SIGN
 DP8874'POST, 146.5 M (480.6 FT) NORTHWEST OF A -LEFT CURVE ARROW- SIGN POST
 DP8874'AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8874'PLASTIC WITNESS POSTS.
 DP8874'
 DP8874'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8874'SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN
 DP8874'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8874'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M
 DP8874'(1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8873 ***********************************************************************
 DP8873  DESIGNATION -  5J88
 DP8873  PID         -  DP8873
 DP8873  STATE/COUNTY-  WI/MENOMINEE
 DP8873  COUNTRY     -  US
 DP8873  USGS QUAD   -  KESHENA (2019)
 DP8873
 DP8873                         *CURRENT SURVEY CONTROL
 DP8873  ______________________________________________________________________
 DP8873* NAD 83(1986) POSITION- 44 54 19.5    (N) 088 41 45.7    (W)   HD_HELD2
 DP8873* NAVD 88 ORTHO HEIGHT -   281.935 (meters)      924.98  (feet) ADJUSTED
 DP8873  ______________________________________________________________________
 DP8873  GEOID HEIGHT    -        -36.053 (meters)                     GEOID18
 DP8873  DYNAMIC HEIGHT  -        281.900 (meters)      924.87  (feet) COMP
 DP8873  MODELED GRAVITY -    980,484.9   (mgal)                       NAVD 88
 DP8873
 DP8873  VERT ORDER      -  SECOND    CLASS I
 DP8873
 DP8873.The horizontal coordinates were established by autonomous hand held GPS
 DP8873.observations and have an estimated accuracy of +/- 10 meters.
 DP8873
 DP8873.The orthometric height was determined by differential leveling and
 DP8873.adjusted by the NATIONAL GEODETIC SURVEY
 DP8873.in February 2017.
 DP8873
 DP8873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8873.GEOID18 height accuracy estimate available here.
 DP8873
 DP8873.Click photographs - Photos may exist for this station.
 DP8873
 DP8873.The dynamic height is computed by dividing the NAVD 88
 DP8873.geopotential number by the normal gravity value computed on the
 DP8873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8873.degrees latitude (g = 980.6199 gals.).
 DP8873
 DP8873.The modeled gravity was interpolated from observed gravity values.
 DP8873
 DP8873;                    North         East    Units  Estimated Accuracy
 DP8873;SPC WI C     -   119,955.      702,973.      MT  (+/- 10 meters HH2 GPS)
 DP8873
 DP8873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6610773842(NAD 83)
 DP8873
 DP8873                          SUPERSEDED SURVEY CONTROL
 DP8873
 DP8873.No superseded survey control is available for this station.
 DP8873
 DP8873_MARKER: DD = SURVEY DISK
 DP8873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8873_STAMPING: 5J88 2007
 DP8873_MARK LOGO: WIDT
 DP8873_PROJECTION: FLUSH
 DP8873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8873+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 DP8873
 DP8873  HISTORY     - Date     Condition        Report By
 DP8873  HISTORY     - 2013     MONUMENTED       WIDT
 DP8873  HISTORY     - 20140826 GOOD             WIDT
 DP8873
 DP8873                          STATION DESCRIPTION
 DP8873
 DP8873'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8873'THE STATION IS LOCATED APPROXIMATELY 6 MI (9.7 KM) NORTHEAST OF
 DP8873'GRESHAM, 3.5 MI (5.6 KM) NORTHWEST OF KESHENA AND 3.5 MI (5.6 KM)
 DP8873'SOUTHEAST OF MIDDLE VILLAGE.
 DP8873'
 DP8873'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DP8873'HIGHWAY 55, GO NORTHWEST ON STATE HIGHWAY 47 FOR APPROXIMATELY 2.5 MI
 DP8873'(4.0 KM) TO CROW SETTLEMENT ROAD ON THE RIGHT AND THE STATION ON THE
 DP8873'RIGHT.
 DP8873'
 DP8873'THE STATION IS 20 M (65.6 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DP8873'47, 16.6 M (54.5 FT) SOUTH OF A -SPEED LIMIT 25- SIGN POST, 15.6 M
 DP8873'(51.2 FT) EAST OF A -STOP- SIGN POST AND IS LOCATED IN THE CENTER OF A
 DP8873'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8873'
 DP8873'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8873'SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN
 DP8873'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8873'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M
 DP8873'(1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8872 ***********************************************************************
 DP8872  DESIGNATION -  5J89
 DP8872  PID         -  DP8872
 DP8872  STATE/COUNTY-  WI/MENOMINEE
 DP8872  COUNTRY     -  US
 DP8872  USGS QUAD   -  KESHENA (2019)
 DP8872
 DP8872                         *CURRENT SURVEY CONTROL
 DP8872  ______________________________________________________________________
 DP8872* NAD 83(1986) POSITION- 44 53 36.3    (N) 088 39 59.5    (W)   HD_HELD2
 DP8872* NAVD 88 ORTHO HEIGHT -   261.723 (meters)      858.67  (feet) ADJUSTED
 DP8872  ______________________________________________________________________
 DP8872  GEOID HEIGHT    -        -36.086 (meters)                     GEOID18
 DP8872  DYNAMIC HEIGHT  -        261.691 (meters)      858.56  (feet) COMP
 DP8872  MODELED GRAVITY -    980,487.4   (mgal)                       NAVD 88
 DP8872
 DP8872  VERT ORDER      -  SECOND    CLASS I
 DP8872
 DP8872.The horizontal coordinates were established by autonomous hand held GPS
 DP8872.observations and have an estimated accuracy of +/- 10 meters.
 DP8872
 DP8872.The orthometric height was determined by differential leveling and
 DP8872.adjusted by the NATIONAL GEODETIC SURVEY
 DP8872.in February 2017.
 DP8872
 DP8872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8872.GEOID18 height accuracy estimate available here.
 DP8872
 DP8872.Click photographs - Photos may exist for this station.
 DP8872
 DP8872.The dynamic height is computed by dividing the NAVD 88
 DP8872.geopotential number by the normal gravity value computed on the
 DP8872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8872.degrees latitude (g = 980.6199 gals.).
 DP8872
 DP8872.The modeled gravity was interpolated from observed gravity values.
 DP8872
 DP8872;                    North         East    Units  Estimated Accuracy
 DP8872;SPC WI C     -   118,660.      705,324.      MT  (+/- 10 meters HH2 GPS)
 DP8872
 DP8872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6840872461(NAD 83)
 DP8872
 DP8872                          SUPERSEDED SURVEY CONTROL
 DP8872
 DP8872.No superseded survey control is available for this station.
 DP8872
 DP8872_MARKER: DD = SURVEY DISK
 DP8872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8872_STAMPING: 5J89 2007
 DP8872_MARK LOGO: WIDT
 DP8872_PROJECTION: FLUSH
 DP8872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8872+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2014
 DP8872
 DP8872  HISTORY     - Date     Condition        Report By
 DP8872  HISTORY     - 2013     MONUMENTED       WIDT
 DP8872  HISTORY     - 20140827 GOOD             WIDT
 DP8872
 DP8872                          STATION DESCRIPTION
 DP8872
 DP8872'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8872'THE STATION IS LOCATED APPROXIMATELY 6.5 MI (10.5 KM) NORTHEAST OF
 DP8872'GRESHAM, 5 MI (8.0 KM) SOUTHEAST OF MIDDLE VILLAGE AND 2 MI (3.2 KM)
 DP8872'NORTHWEST OF KESHENA.
 DP8872'
 DP8872'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DP8872'HIGHWAY 55, GO NORTHWEST ON STATE HIGHWAY 47 FOR APPROXIMATELY 0.75 MI
 DP8872'(1.2 KM) TO KESHENA FALLS ROAD ON THE RIGHT AND THE STATION ON THE
 DP8872'RIGHT.
 DP8872'
 DP8872'THE STATION IS 8.7 M (28.5 FT) SOUTHEAST OF THE CENTERLINE OF KESHENA
 DP8872'FALLS ROAD, 20.7 M (67.9 FT) EAST OF A -STOP- SIGN POST, 17.4 M (57.1
 DP8872'FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 47 AND LOCATED IN THE
 DP8872'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8872'
 DP8872'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8872'SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN
 DP8872'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8872'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M
 DP8872'(1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8306 ***********************************************************************
 DP8306  DESIGNATION -  5K22
 DP8306  PID         -  DP8306
 DP8306  STATE/COUNTY-  WI/SHAWANO
 DP8306  COUNTRY     -  US
 DP8306  USGS QUAD   -  CECIL (2018)
 DP8306
 DP8306                         *CURRENT SURVEY CONTROL
 DP8306  ______________________________________________________________________
 DP8306* NAD 83(1986) POSITION- 44 46 55.9    (N) 088 26 53.5    (W)   HD_HELD2
 DP8306* NAVD 88 ORTHO HEIGHT -   268.704 (meters)      881.57  (feet) ADJUSTED
 DP8306  ______________________________________________________________________
 DP8306  GEOID HEIGHT    -        -36.220 (meters)                     GEOID18
 DP8306  DYNAMIC HEIGHT  -        268.671 (meters)      881.46  (feet) COMP
 DP8306  MODELED GRAVITY -    980,489.9   (mgal)                       NAVD 88
 DP8306
 DP8306  VERT ORDER      -  SECOND    CLASS I
 DP8306
 DP8306.The horizontal coordinates were established by autonomous hand held GPS
 DP8306.observations and have an estimated accuracy of +/- 10 meters.
 DP8306
 DP8306.The orthometric height was determined by differential leveling and
 DP8306.adjusted by the NATIONAL GEODETIC SURVEY
 DP8306.in February 2017.
 DP8306
 DP8306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8306.GEOID18 height accuracy estimate available here.
 DP8306
 DP8306.Click photographs - Photos may exist for this station.
 DP8306
 DP8306.The dynamic height is computed by dividing the NAVD 88
 DP8306.geopotential number by the normal gravity value computed on the
 DP8306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8306.degrees latitude (g = 980.6199 gals.).
 DP8306
 DP8306.The modeled gravity was interpolated from observed gravity values.
 DP8306
 DP8306;                    North         East    Units  Estimated Accuracy
 DP8306;SPC WI C     -   106,609.      722,803.      MT  (+/- 10 meters HH2 GPS)
 DP8306
 DP8306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8542859775(NAD 83)
 DP8306
 DP8306                          SUPERSEDED SURVEY CONTROL
 DP8306
 DP8306.No superseded survey control is available for this station.
 DP8306
 DP8306_MARKER: DD = SURVEY DISK
 DP8306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8306_STAMPING: 5K22 2012
 DP8306_MARK LOGO: WIDT
 DP8306_PROJECTION: RECESSED 6 CENTIMETERS
 DP8306_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8306+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 DP8306
 DP8306  HISTORY     - Date     Condition        Report By
 DP8306  HISTORY     - 2012     MONUMENTED       WIDT
 DP8306  HISTORY     - 20141027 GOOD             WIDT
 DP8306
 DP8306                          STATION DESCRIPTION
 DP8306
 DP8306'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8306'HE STATION IS APPROXIMATELY 7.6 MI (12.2 KM) EAST OF SHAWANO, 2.9 MI
 DP8306'(4.7 KM) NORTH OF BONDUEL AND 1.9 MI (3.1 KM) SOUTH OF CECIL.
 DP8306'
 DP8306'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117 WITH
 DP8306'COUNTY HIGHWAY EAST ABOUT 2 MI (3.2 KM) SOUTH OF THE VILLAGE OF CECIL,
 DP8306'GO NORTH ON STATE HIGHWAY 117 FOR 0.05 MI (0.1 KM) TO THE STATION ON
 DP8306'THE LEFT.
 DP8306'
 DP8306'THE STATION IS 18.2 M (59.7 FT) WEST OF THE CENTERLINE OF STATE
 DP8306'HIGHWAY 117, 155 M (508.5 FT) NORTH OF COUNTY HIGHWAY EAST, 34.1 M
 DP8306'(111.9 FT) NORTH-NORTHEAST OF A POWER POLE -70 3257-, 11.7 M (38.4 FT)
 DP8306'NORTHWEST OF THE WEST LEG OF A WOODEN SIGN, 11.3 M (37.1 FT) NORTHEAST
 DP8306'OF A STEEL RIGHT-OF-WAY POST AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8306'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8306'
 DP8306'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8306'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE EAST EXTENDING
 DP8306'TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8306'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8306'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8306'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8305 ***********************************************************************
 DP8305  DESIGNATION -  5K23
 DP8305  PID         -  DP8305
 DP8305  STATE/COUNTY-  WI/SHAWANO
 DP8305  COUNTRY     -  US
 DP8305  USGS QUAD   -  CECIL (2018)
 DP8305
 DP8305                         *CURRENT SURVEY CONTROL
 DP8305  ______________________________________________________________________
 DP8305* NAD 83(1986) POSITION- 44 48 15.5    (N) 088 27 23.2    (W)   HD_HELD2
 DP8305* NAVD 88 ORTHO HEIGHT -   250.360 (meters)      821.39  (feet) ADJUSTED
 DP8305  ______________________________________________________________________
 DP8305  GEOID HEIGHT    -        -36.215 (meters)                     GEOID18
 DP8305  DYNAMIC HEIGHT  -        250.330 (meters)      821.29  (feet) COMP
 DP8305  MODELED GRAVITY -    980,492.4   (mgal)                       NAVD 88
 DP8305
 DP8305  VERT ORDER      -  SECOND    CLASS I
 DP8305
 DP8305.The horizontal coordinates were established by autonomous hand held GPS
 DP8305.observations and have an estimated accuracy of +/- 10 meters.
 DP8305
 DP8305.The orthometric height was determined by differential leveling and
 DP8305.adjusted by the NATIONAL GEODETIC SURVEY
 DP8305.in February 2017.
 DP8305
 DP8305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8305.GEOID18 height accuracy estimate available here.
 DP8305
 DP8305.Click photographs - Photos may exist for this station.
 DP8305
 DP8305.The dynamic height is computed by dividing the NAVD 88
 DP8305.geopotential number by the normal gravity value computed on the
 DP8305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8305.degrees latitude (g = 980.6199 gals.).
 DP8305
 DP8305.The modeled gravity was interpolated from observed gravity values.
 DP8305
 DP8305;                    North         East    Units  Estimated Accuracy
 DP8305;SPC WI C     -   109,053.      722,104.      MT  (+/- 10 meters HH2 GPS)
 DP8305
 DP8305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8481962243(NAD 83)
 DP8305
 DP8305                          SUPERSEDED SURVEY CONTROL
 DP8305
 DP8305.No superseded survey control is available for this station.
 DP8305
 DP8305_MARKER: DD = SURVEY DISK
 DP8305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8305_STAMPING: 5K23 2012
 DP8305_MARK LOGO: WIDT
 DP8305_PROJECTION: FLUSH
 DP8305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8305+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2014
 DP8305
 DP8305  HISTORY     - Date     Condition        Report By
 DP8305  HISTORY     - 2012     MONUMENTED       WIDT
 DP8305  HISTORY     - 20141022 GOOD             WIDT
 DP8305
 DP8305                          STATION DESCRIPTION
 DP8305
 DP8305'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8305'HE STATION IS LOCATED IN THE VILLAGE OF CECIL, APPROXIMATELY 7.5 MI
 DP8305'(12.1 KM) NORTHEAST OF SHAWANO AND 4 MI (6.4 KM) NORTH OF BONDUEL.
 DP8305'
 DP8305'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH STATE
 DP8305'HIGHWAY 117 IN THE VILLAGE OF CECIL, GO SOUTHEAST ON STATE HIGHWAY 117
 DP8305'FOR 0.15 MI (0.2 KM) TO SOUTH WARRINGTON AVENUE ON THE LEFT AND
 DP8305'COUNTRY LANE ON THE RIGHT.  TURN LEFT AND GO NORTHEAST FOR ABOUT 120
 DP8305'FT (36.6 M) TO THE STATION ON THE LEFT.
 DP8305'
 DP8305'THE STATION IS 12.0 M (39.4 FT) NORTHWEST OF THE CENTERLINE OF SOUTH
 DP8305'WARRINGTON AVENUE, 36.8 M (120.7 FT) NORTHEAST OF THE CENTERLINE OF
 DP8305'STATE HIGHWAY 117, 32.5 M (106.6 FT) SOUTHEAST OF A STEEL RIGHT-OF-WAY
 DP8305'POST, 20.6 M (67.6 FT) NORTHWEST OF A POWER POLE -91 22199- WITH 2 GUY
 DP8305'WIRES AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8305'PLASTIC WITNESS POSTS.
 DP8305'
 DP8305'NOTE-THIS STATION IS OBSTRUCTED BY A TREE TO THE NORTHEAST EXTENDING
 DP8305'TO 40 DEGREES ABOVE THE HORIZON AND A TREE TO THE NORTH EXTENDING TO
 DP8305'35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8305'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8305'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8305'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8304 ***********************************************************************
 DP8304  DESIGNATION -  5K24
 DP8304  PID         -  DP8304
 DP8304  STATE/COUNTY-  WI/SHAWANO
 DP8304  COUNTRY     -  US
 DP8304  USGS QUAD   -  CECIL (2018)
 DP8304
 DP8304                         *CURRENT SURVEY CONTROL
 DP8304  ______________________________________________________________________
 DP8304* NAD 83(1986) POSITION- 44 49 21.9    (N) 088 26 33.0    (W)   HD_HELD2
 DP8304* NAVD 88 ORTHO HEIGHT -   251.710 (meters)      825.82  (feet) ADJUSTED
 DP8304  ______________________________________________________________________
 DP8304  GEOID HEIGHT    -        -36.211 (meters)                     GEOID18
 DP8304  DYNAMIC HEIGHT  -        251.680 (meters)      825.72  (feet) COMP
 DP8304  MODELED GRAVITY -    980,493.9   (mgal)                       NAVD 88
 DP8304
 DP8304  VERT ORDER      -  SECOND    CLASS I
 DP8304
 DP8304.The horizontal coordinates were established by autonomous hand held GPS
 DP8304.observations and have an estimated accuracy of +/- 10 meters.
 DP8304
 DP8304.The orthometric height was determined by differential leveling and
 DP8304.adjusted by the NATIONAL GEODETIC SURVEY
 DP8304.in February 2017.
 DP8304
 DP8304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8304.GEOID18 height accuracy estimate available here.
 DP8304
 DP8304.Click photographs - Photos may exist for this station.
 DP8304
 DP8304.The dynamic height is computed by dividing the NAVD 88
 DP8304.geopotential number by the normal gravity value computed on the
 DP8304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8304.degrees latitude (g = 980.6199 gals.).
 DP8304
 DP8304.The modeled gravity was interpolated from observed gravity values.
 DP8304
 DP8304;                    North         East    Units  Estimated Accuracy
 DP8304;SPC WI C     -   111,124.      723,167.      MT  (+/- 10 meters HH2 GPS)
 DP8304
 DP8304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8595864272(NAD 83)
 DP8304
 DP8304                          SUPERSEDED SURVEY CONTROL
 DP8304
 DP8304.No superseded survey control is available for this station.
 DP8304
 DP8304_MARKER: DD = SURVEY DISK
 DP8304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8304_STAMPING: 5K24 2012
 DP8304_MARK LOGO: WIDT
 DP8304_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8304+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2014
 DP8304
 DP8304  HISTORY     - Date     Condition        Report By
 DP8304  HISTORY     - 2012     MONUMENTED       WIDT
 DP8304  HISTORY     - 20141022 GOOD             WIDT
 DP8304
 DP8304                          STATION DESCRIPTION
 DP8304
 DP8304'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8304'HE STATION IS APPROXIMATELY 8.7 MI (14.0 KM) WEST-NORTHWEST OF GREEN
 DP8304'VALLEY, 4.4 MI (7.1 KM) WEST-SOUTHWEST OF PULCIFER AND 1.0 MI (1.6 KM)
 DP8304'NORTH-NORTHEAST OF CECIL.
 DP8304'
 DP8304'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DP8304'HIGHWAY R IN THE VILLAGE OF CECIL, GO NORTHEAST ON STATE HIGHWAY 22
 DP8304'FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DP8304'
 DP8304'THE STATION IS 16.9 M (55.4 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DP8304'HIGHWAY 22, 6.9 M (22.6 FT) EAST OF THE NORTH END AN 18 INCH DIAMETER
 DP8304'CULVERT UNDER A FIELD ENTRANCE, 5 M (16.4 FT) NORTHEAST OF A FIELD
 DP8304'ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8304'PLASTIC WITNESS POSTS.
 DP8304'
 DP8304'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8304'DEGREES ABOVE THE HORIZON, HOWEVER THE STATION MAY NEED PERIODIC
 DP8304'BRUSHING TO MAINTAIN UNOBSTRUCTED VISIBILITY.  THE STATION IS A BRONZE
 DP8304'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8304'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8304'LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8303 ***********************************************************************
 DP8303  DESIGNATION -  5K25
 DP8303  PID         -  DP8303
 DP8303  STATE/COUNTY-  WI/SHAWANO
 DP8303  COUNTRY     -  US
 DP8303  USGS QUAD   -  CECIL (2018)
 DP8303
 DP8303                         *CURRENT SURVEY CONTROL
 DP8303  ______________________________________________________________________
 DP8303* NAD 83(1986) POSITION- 44 49 24.6    (N) 088 24 18.9    (W)   HD_HELD2
 DP8303* NAVD 88 ORTHO HEIGHT -   262.758 (meters)      862.07  (feet) ADJUSTED
 DP8303  ______________________________________________________________________
 DP8303  GEOID HEIGHT    -        -36.220 (meters)                     GEOID18
 DP8303  DYNAMIC HEIGHT  -        262.727 (meters)      861.96  (feet) COMP
 DP8303  MODELED GRAVITY -    980,493.3   (mgal)                       NAVD 88
 DP8303
 DP8303  VERT ORDER      -  SECOND    CLASS I
 DP8303
 DP8303.The horizontal coordinates were established by autonomous hand held GPS
 DP8303.observations and have an estimated accuracy of +/- 10 meters.
 DP8303
 DP8303.The orthometric height was determined by differential leveling and
 DP8303.adjusted by the NATIONAL GEODETIC SURVEY
 DP8303.in February 2017.
 DP8303
 DP8303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8303.GEOID18 height accuracy estimate available here.
 DP8303
 DP8303.Click photographs - Photos may exist for this station.
 DP8303
 DP8303.The dynamic height is computed by dividing the NAVD 88
 DP8303.geopotential number by the normal gravity value computed on the
 DP8303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8303.degrees latitude (g = 980.6199 gals.).
 DP8303
 DP8303.The modeled gravity was interpolated from observed gravity values.
 DP8303
 DP8303;                    North         East    Units  Estimated Accuracy
 DP8303;SPC WI C     -   111,264.      726,111.      MT  (+/- 10 meters HH2 GPS)
 DP8303
 DP8303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8890564304(NAD 83)
 DP8303
 DP8303                          SUPERSEDED SURVEY CONTROL
 DP8303
 DP8303.No superseded survey control is available for this station.
 DP8303
 DP8303_MARKER: DD = SURVEY DISK
 DP8303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8303_STAMPING: 5K25 2012
 DP8303_MARK LOGO: WIDT
 DP8303_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8303+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2014
 DP8303
 DP8303  HISTORY     - Date     Condition        Report By
 DP8303  HISTORY     - 2012     MONUMENTED       WIDT
 DP8303  HISTORY     - 20141022 GOOD             WIDT
 DP8303
 DP8303                          STATION DESCRIPTION
 DP8303
 DP8303'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8303'HE STATION IS APPROXIMATELY 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF
 DP8303'UNDERHILL, 2.7 MI (4.3 KM) SOUTHWEST OF PULCIFER, AND 2.5 MI (4.0 KM)
 DP8303'NORTHEAST OF CECIL.
 DP8303'
 DP8303'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DP8303'HIGHWAY V ABOUT 2.4 MI (3.9 KM) NORTHEAST OF THE VILLAGE OF CECIL, GO
 DP8303'EAST ON STATE HIGHWAY 22 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DP8303'RIGHT.
 DP8303'
 DP8303'THE STATION IS 18.0 M (59.1 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8303'HIGHWAY 22, 34.7 M (113.8 FT) EAST-NORTHEAST OF A RIGHT-OF-WAY POST,
 DP8303'9.4 M (30.8 FT) SOUTH-SOUTHWEST OF THE WEST END OF AN 18 INCH (46 CM)
 DP8303'DIAMETER CULVERT UNDER A FIELD ENTRANCE, 6 M (19.7 FT) WEST OF A FIELD
 DP8303'ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8303'WHITE PLASTIC WITNESS POSTS.
 DP8303'
 DP8303'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8303'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8301 ***********************************************************************
 DP8301  DESIGNATION -  5K26
 DP8301  PID         -  DP8301
 DP8301  STATE/COUNTY-  WI/SHAWANO
 DP8301  COUNTRY     -  US
 DP8301  USGS QUAD   -  KRAKOW (2018)
 DP8301
 DP8301                         *CURRENT SURVEY CONTROL
 DP8301  ______________________________________________________________________
 DP8301* NAD 83(1986) POSITION- 44 51 15.0    (N) 088 20 59.5    (W)   HD_HELD2
 DP8301* NAVD 88 ORTHO HEIGHT -   259.236 (meters)      850.51  (feet) ADJUSTED
 DP8301  ______________________________________________________________________
 DP8301  GEOID HEIGHT    -        -36.228 (meters)                     GEOID18
 DP8301  DYNAMIC HEIGHT  -        259.206 (meters)      850.41  (feet) COMP
 DP8301  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 DP8301
 DP8301  VERT ORDER      -  SECOND    CLASS I
 DP8301
 DP8301.The horizontal coordinates were established by autonomous hand held GPS
 DP8301.observations and have an estimated accuracy of +/- 10 meters.
 DP8301
 DP8301.The orthometric height was determined by differential leveling and
 DP8301.adjusted by the NATIONAL GEODETIC SURVEY
 DP8301.in February 2017.
 DP8301
 DP8301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8301.GEOID18 height accuracy estimate available here.
 DP8301
 DP8301.Click photographs - Photos may exist for this station.
 DP8301
 DP8301.The dynamic height is computed by dividing the NAVD 88
 DP8301.geopotential number by the normal gravity value computed on the
 DP8301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8301.degrees latitude (g = 980.6199 gals.).
 DP8301
 DP8301.The modeled gravity was interpolated from observed gravity values.
 DP8301
 DP8301;                    North         East    Units  Estimated Accuracy
 DP8301;SPC WI C     -   114,759.      730,421.      MT  (+/- 10 meters HH2 GPS)
 DP8301
 DP8301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9334067636(NAD 83)
 DP8301
 DP8301                          SUPERSEDED SURVEY CONTROL
 DP8301
 DP8301.No superseded survey control is available for this station.
 DP8301
 DP8301_MARKER: DD = SURVEY DISK
 DP8301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8301_STAMPING: 5K26 2012
 DP8301_MARK LOGO: WIDT
 DP8301_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8301+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2014
 DP8301
 DP8301  HISTORY     - Date     Condition        Report By
 DP8301  HISTORY     - 2012     MONUMENTED       WIDT
 DP8301  HISTORY     - 20141020 GOOD             WIDT
 DP8301
 DP8301                          STATION DESCRIPTION
 DP8301
 DP8301'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8301'HE STATION IS APPROXIMATELY 3.2 MI (5.1 KM) SOUTHWEST OF GILLETT, 2.2
 DP8301'MI (3.5 KM) SOUTHEAST OF UNDERHILL AND 0.7 MI (1.1 KM) NORTHEAST OF
 DP8301'PULCIFER.
 DP8301'
 DP8301'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DP8301'HIGHWAY U ABOUT 2 MI (3.2 KM) SOUTHWEST OF THE CITY OF GILLETT, GO
 DP8301'SOUTH ON STATE HIGHWAY 22 FOR 1.75 MI (2.8 KM) TO ZASTROW ROAD AND THE
 DP8301'STATION ON THE LEFT.
 DP8301'
 DP8301'THE STATION IS 13.2 M (43.3 FT) EAST OF THE CENTERLINE OF STATE
 DP8301'HIGHWAY 22, 11.2 M (36.7 FT) SOUTH OF THE CENTERLINE OF ZASTROW ROAD,
 DP8301'21.1 M (69.2 FT) SOUTH-SOUTHWEST OF A UTILITY JUNCTION BOX -L1B3 1 2-,
 DP8301'19.4 M (63.6 FT) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY POST, 3.9 M (12.8
 DP8301'FT) NORTH-NORTHEAST OF THE SOUTH END OF AN 18 INCH STEEL CULVERT AND
 DP8301'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8301'WITNESS POSTS.
 DP8301'
 DP8301'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8301'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE WEST
 DP8301'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8301'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8301'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8301'APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8300 ***********************************************************************
 DP8300  DESIGNATION -  5K27
 DP8300  PID         -  DP8300
 DP8300  STATE/COUNTY-  WI/OCONTO
 DP8300  COUNTRY     -  US
 DP8300  USGS QUAD   -  GILLETT (2018)
 DP8300
 DP8300                         *CURRENT SURVEY CONTROL
 DP8300  ______________________________________________________________________
 DP8300* NAD 83(1986) POSITION- 44 52 32.3    (N) 088 20 57.0    (W)   HD_HELD2
 DP8300* NAVD 88 ORTHO HEIGHT -   261.463 (meters)      857.82  (feet) ADJUSTED
 DP8300  ______________________________________________________________________
 DP8300  GEOID HEIGHT    -        -36.215 (meters)                     GEOID18
 DP8300  DYNAMIC HEIGHT  -        261.434 (meters)      857.72  (feet) COMP
 DP8300  MODELED GRAVITY -    980,499.6   (mgal)                       NAVD 88
 DP8300
 DP8300  VERT ORDER      -  SECOND    CLASS I
 DP8300
 DP8300.The horizontal coordinates were established by autonomous hand held GPS
 DP8300.observations and have an estimated accuracy of +/- 10 meters.
 DP8300
 DP8300.The orthometric height was determined by differential leveling and
 DP8300.adjusted by the NATIONAL GEODETIC SURVEY
 DP8300.in February 2017.
 DP8300
 DP8300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8300.GEOID18 height accuracy estimate available here.
 DP8300
 DP8300.Click photographs - Photos may exist for this station.
 DP8300
 DP8300.The dynamic height is computed by dividing the NAVD 88
 DP8300.geopotential number by the normal gravity value computed on the
 DP8300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8300.degrees latitude (g = 980.6199 gals.).
 DP8300
 DP8300.The modeled gravity was interpolated from observed gravity values.
 DP8300
 DP8300;                    North         East    Units  Estimated Accuracy
 DP8300;SPC WI C     -   117,145.      730,428.      MT  (+/- 10 meters HH2 GPS)
 DP8300
 DP8300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9343570020(NAD 83)
 DP8300
 DP8300                          SUPERSEDED SURVEY CONTROL
 DP8300
 DP8300.No superseded survey control is available for this station.
 DP8300
 DP8300_MARKER: DD = SURVEY DISK
 DP8300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8300_STAMPING: 5K27 2012
 DP8300_MARK LOGO: WIDT
 DP8300_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8300+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2014
 DP8300
 DP8300  HISTORY     - Date     Condition        Report By
 DP8300  HISTORY     - 2012     MONUMENTED       WIDT
 DP8300  HISTORY     - 20141020 GOOD             WIDT
 DP8300
 DP8300                          STATION DESCRIPTION
 DP8300
 DP8300'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8300'HE STATION IS APPROXIMATELY 8.6 MI (13.8 KM) SOUTH-SOUTHEAST OF
 DP8300'SURING, 2.3 MI (3.7 KM) NORTHEAST OF PULCIFER AND 2.2 MI (3.5 KM)
 DP8300'SOUTHWEST OF GILLETT.
 DP8300'
 DP8300'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DP8300'HIGHWAY U ABOUT 2 MI (3.2 KM) SOUTHWEST OF THE CITY OF GILLETT, GO
 DP8300'SOUTH ON STATE HIGHWAY 22 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DP8300'RIGHT.
 DP8300'
 DP8300'THE STATION IS 16.6 M (54.5 FT) WEST OF THE CENTERLINE OF STATE
 DP8300'HIGHWAY 22, 68.5 M (224.7 FT) NORTH OF AN ORANGE AND WHITE FIBER OPTIC
 DP8300'MARKER POST, 35.0 M (114.8 FT) SOUTH-SOUTHEAST OF A WOODEN SIGN BOARD
 DP8300'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8300'WITNESS POSTS.
 DP8300'
 DP8300'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8300'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8300'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8300'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8300'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2592 ***********************************************************************
 DL2592  DESIGNATION -  5K33
 DL2592  PID         -  DL2592
 DL2592  STATE/COUNTY-  WI/SHAWANO
 DL2592  COUNTRY     -  US
 DL2592  USGS QUAD   -  SHAWANO (2018)
 DL2592
 DL2592                         *CURRENT SURVEY CONTROL
 DL2592  ______________________________________________________________________
 DL2592* NAD 83(1986) POSITION- 44 45 42.25   (N) 088 32 32.41   (W)   HD_HELD1
 DL2592* NAVD 88 ORTHO HEIGHT -   282.139 (meters)      925.65  (feet) ADJUSTED
 DL2592  ______________________________________________________________________
 DL2592  GEOID HEIGHT    -        -36.238 (meters)                     GEOID18
 DL2592  DYNAMIC HEIGHT  -        282.103 (meters)      925.53  (feet) COMP
 DL2592  MODELED GRAVITY -    980,485.2   (mgal)                       NAVD 88
 DL2592
 DL2592  VERT ORDER      -  SECOND    CLASS I
 DL2592
 DL2592.The horizontal coordinates were determined by differentially corrected
 DL2592.hand held GPS observations or other comparable positioning techniques
 DL2592.and have an estimated accuracy of +/- 3 meters.
 DL2592
 DL2592.The orthometric height was determined by differential leveling and
 DL2592.adjusted by the WI DEPT OF TRANSP
 DL2592.in May 2012.
 DL2592
 DL2592.No vertical observational check was made to the station.
 DL2592
 DL2592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2592.GEOID18 height accuracy estimate available here.
 DL2592
 DL2592.Click photographs - Photos may exist for this station.
 DL2592
 DL2592.The dynamic height is computed by dividing the NAVD 88
 DL2592.geopotential number by the normal gravity value computed on the
 DL2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2592.degrees latitude (g = 980.6199 gals.).
 DL2592
 DL2592.The modeled gravity was interpolated from observed gravity values.
 DL2592
 DL2592;                    North         East    Units  Estimated Accuracy
 DL2592;SPC WI C     -   104,198.3     715,394.7     MT  (+/- 3 meters HH1 GPS) 
 DL2592
 DL2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7793757639(NAD 83)
 DL2592
 DL2592                          SUPERSEDED SURVEY CONTROL
 DL2592
 DL2592.No superseded survey control is available for this station.
 DL2592
 DL2592_MARKER: DD = SURVEY DISK
 DL2592_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL2592_SP_SET: CORS MONUMENT BASEMARK
 DL2592_STAMPING: 5K33 2007
 DL2592_MARK LOGO: WIDT
 DL2592_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL2592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2592+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2008
 DL2592
 DL2592  HISTORY     - Date     Condition        Report By
 DL2592  HISTORY     - 2008     MONUMENTED       WIDT
 DL2592  HISTORY     - 20081002 GOOD             WIDT
 DL2592
 DL2592                          STATION DESCRIPTION
 DL2592
 DL2592'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2592'THE STATION IS THE BASEMARK OF THE WISCONSIN CONTINUOUS OPERATING
 DL2592'REFERENCE STATION --SHNO-- LOCATED AT THE SHAWANO MUNICIPAL UTILITIES
 DL2592'WELL NUMBER 9, JUST SOUTHEAST OF THE CITY OF SHAWANO.  TO REACH THE
 DL2592'STATION FROM THE JUNCTION OF STATE HIGHWAYS 29, 47, AND 55 WITH COUNTY
 DL2592'HIGHWAY K SOUTH AND STATE HIGHWAYS 47 AND 55 NORTH (AIRPORT DRIVE) ON
 DL2592'THE SOUTHEAST SIDE OF THE CITY OF SHAWANO, GO NORTH ON STATE HIGHWAYS
 DL2592'47 AND 55 (AIRPORT DRIVE) FOR 0.3 MI (0.5 KM) TO COUNTY HIGHWAY B,
 DL2592'TURN RIGHT AND GO EAST ON COUNTY HIGHWAY B FOR 1.0 MI (1.6 KM) TO A
 DL2592'GRAVEL ENTRANCE TO THE CITY OF SHAWANO WELL NUMBER 9 AT --W6074-- ON
 DL2592'THE LEFT, TURN LEFT AND GO NORTH THEN EAST-NORTHEAST ON THE GRAVEL
 DL2592'DRIVE FOR 0.2 MI (0.3 KM) TO A BRICK WELL BUILDING ON THE RIGHT AND
 DL2592'THE STATION AHEAD.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2592'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5K33
 DL2592'2007-- SET IN THE TOP OF THE NORTH SIDE OF THE 12 FT (3.7 M) DEEP,
 DL2592'36-INCH (91 CM) DIAMETER CONCRETE BASE.  THE STATION IS APPROXIMATELY
 DL2592'74 M (242.8 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 12.5 M
 DL2592'(41.0 FT) EAST OF THE EAST EDGE OF A GRAVEL PARKING AREA, 28.5 M (93.5
 DL2592'FT) EAST OF A GREEN ELECTRIC BOX, AND 25.5 M (83.7 FT) NORTH-NORTHEAST
 DL2592'OF THE NORTHEAST CORNER OF THE BRICK WELL BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2591 ***********************************************************************
 DL2591  DESIGNATION -  5K34
 DL2591  PID         -  DL2591
 DL2591  STATE/COUNTY-  WI/SHAWANO
 DL2591  COUNTRY     -  US
 DL2591  USGS QUAD   -  SHAWANO (2018)
 DL2591
 DL2591                         *CURRENT SURVEY CONTROL
 DL2591  ______________________________________________________________________
 DL2591* NAD 83(1986) POSITION- 44 45 42.86   (N) 088 31 23.58   (W)   HD_HELD1
 DL2591* NAVD 88 ORTHO HEIGHT -   282.881 (meters)      928.09  (feet) ADJUSTED
 DL2591  ______________________________________________________________________
 DL2591  GEOID HEIGHT    -        -36.231 (meters)                     GEOID18
 DL2591  DYNAMIC HEIGHT  -        282.846 (meters)      927.97  (feet) COMP
 DL2591  MODELED GRAVITY -    980,486.0   (mgal)                       NAVD 88
 DL2591
 DL2591  VERT ORDER      -  SECOND    CLASS I
 DL2591
 DL2591.The horizontal coordinates were determined by differentially corrected
 DL2591.hand held GPS observations or other comparable positioning techniques
 DL2591.and have an estimated accuracy of +/- 3 meters.
 DL2591
 DL2591.The orthometric height was determined by differential leveling and
 DL2591.adjusted by the WI DEPT OF TRANSP
 DL2591.in May 2012.
 DL2591
 DL2591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2591.GEOID18 height accuracy estimate available here.
 DL2591
 DL2591.Click photographs - Photos may exist for this station.
 DL2591
 DL2591.The dynamic height is computed by dividing the NAVD 88
 DL2591.geopotential number by the normal gravity value computed on the
 DL2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2591.degrees latitude (g = 980.6199 gals.).
 DL2591
 DL2591.The modeled gravity was interpolated from observed gravity values.
 DL2591
 DL2591;                    North         East    Units  Estimated Accuracy
 DL2591;SPC WI C     -   104,244.4     716,907.8     MT  (+/- 3 meters HH1 GPS) 
 DL2591
 DL2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7945057630(NAD 83)
 DL2591
 DL2591                          SUPERSEDED SURVEY CONTROL
 DL2591
 DL2591.No superseded survey control is available for this station.
 DL2591
 DL2591_MARKER: DD = SURVEY DISK
 DL2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2591_STAMPING: 5K34 2007
 DL2591_MARK LOGO: WIDT
 DL2591_PROJECTION: FLUSH
 DL2591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2591+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2008
 DL2591
 DL2591  HISTORY     - Date     Condition        Report By
 DL2591  HISTORY     - 2008     MONUMENTED       WIDT
 DL2591  HISTORY     - 20081006 GOOD             WIDT
 DL2591
 DL2591                          STATION DESCRIPTION
 DL2591
 DL2591'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2591'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DL2591'HIGHWAY BE ON THE EAST SIDE OF THE CITY OF SHAWANO, GO SOUTHEAST ON
 DL2591'COUNTY HIGHWAY BE FOR 1.8 MI (2.9 KM) TO COUNTY HIGHWAYS B AND T RIGHT
 DL2591'AND CASTLE ROAD LEFT, CONTINUE SOUTHEAST ON COUNTY HIGHWAY BE FOR 0.10
 DL2591'MILE TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2591'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2591'STAMPED --5K34 2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DL2591'CONCRETE POST 1.6 M (5.2 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2591'APPROXIMATELY 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DL2591'10.1 M (33.1 FT) SOUTHWEST OF THE CENTERLINE OF THE TWO SOUTHBOUND
 DL2591'LANES OF COUNTY HIGHWAY BE, 37.0 M (121.4 FT) EAST OF THE EAST CORNER
 DL2591'OF A STONE --COUNTRYVIEW CHIROPRACTIC CLINIC-- SIGN, 23.6 M (77.4 FT)
 DL2591'SOUTH-SOUTHWEST OF A --LUNDS LEFT-- WOOD SIGN POST, AND 1.0 M (3.3 FT)
 DL2591'SOUTHWEST, 1.0 M (3.3 FT) NORTH, AND 1.0 M (3.3 FT) SOUTHEAST OF THREE
 DL2591'WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2591'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DL2591'TREES IN THE NORTHEAST QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE
 DL2591'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2590 ***********************************************************************
 DL2590  DESIGNATION -  5K35
 DL2590  PID         -  DL2590
 DL2590  STATE/COUNTY-  WI/SHAWANO
 DL2590  COUNTRY     -  US
 DL2590  USGS QUAD   -  CECIL (2018)
 DL2590
 DL2590                         *CURRENT SURVEY CONTROL
 DL2590  ______________________________________________________________________
 DL2590* NAD 83(1986) POSITION- 44 45 26.28   (N) 088 29 13.23   (W)   HD_HELD1
 DL2590* NAVD 88 ORTHO HEIGHT -   303.837 (meters)      996.84  (feet) ADJUSTED
 DL2590  ______________________________________________________________________
 DL2590  GEOID HEIGHT    -        -36.226 (meters)                     GEOID18
 DL2590  DYNAMIC HEIGHT  -        303.800 (meters)      996.72  (feet) COMP
 DL2590  MODELED GRAVITY -    980,487.7   (mgal)                       NAVD 88
 DL2590
 DL2590  VERT ORDER      -  SECOND    CLASS I
 DL2590
 DL2590.The horizontal coordinates were determined by differentially corrected
 DL2590.hand held GPS observations or other comparable positioning techniques
 DL2590.and have an estimated accuracy of +/- 3 meters.
 DL2590
 DL2590.The orthometric height was determined by differential leveling and
 DL2590.adjusted by the WI DEPT OF TRANSP
 DL2590.in May 2012.
 DL2590
 DL2590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2590.GEOID18 height accuracy estimate available here.
 DL2590
 DL2590.Click photographs - Photos may exist for this station.
 DL2590
 DL2590.The dynamic height is computed by dividing the NAVD 88
 DL2590.geopotential number by the normal gravity value computed on the
 DL2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2590.degrees latitude (g = 980.6199 gals.).
 DL2590
 DL2590.The modeled gravity was interpolated from observed gravity values.
 DL2590
 DL2590;                    North         East    Units  Estimated Accuracy
 DL2590;SPC WI C     -   103,785.5     719,783.4     MT  (+/- 3 meters HH1 GPS) 
 DL2590
 DL2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8230757065(NAD 83)
 DL2590
 DL2590                          SUPERSEDED SURVEY CONTROL
 DL2590
 DL2590.No superseded survey control is available for this station.
 DL2590
 DL2590_MARKER: DD = SURVEY DISK
 DL2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2590_STAMPING: 5K35 2007
 DL2590_MARK LOGO: WIDT
 DL2590_PROJECTION: FLUSH
 DL2590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2590+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2008
 DL2590
 DL2590  HISTORY     - Date     Condition        Report By
 DL2590  HISTORY     - 2008     MONUMENTED       WIDT
 DL2590  HISTORY     - 20081006 GOOD             WIDT
 DL2590
 DL2590                          STATION DESCRIPTION
 DL2590
 DL2590'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2590'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 55
 DL2590'WITH STATE HIGHWAY 47 SOUTH AND STATE HIGHWAY 117 NORTH (EXIT 234)
 DL2590'APPROXIMATELY 1 MILE SOUTH OF THE VILLAGE OF BONDUEL, GO NORTH ON
 DL2590'STATE HIGHWAY 117 (SOUTH CECIL STREET) FOR 0.9 MILE TO COUNTY HIGHWAY
 DL2590'BE (GREEN BAY STREET), TURN LEFT AND GO NORTHWEST ON COUNTY HIGHWAY BE
 DL2590'(WEST GREEN BAY STREET) FOR 2.3 MI (3.7 KM) TO LAKEVIEW ROAD RIGHT AND
 DL2590'VALLEY ROAD LEFT, CONTINUE NORTHWEST ON COUNTY HIGHWAY BE FOR 75 M
 DL2590'(246.1 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DL2590'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2590'DISK STAMPED --5K35 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2590'DIAMETER CONCRETE COLUMN KEYED INTO BEDROCK, PROJECTING 0.7 M (2.3 FT)
 DL2590'ABOVE THE BEDROCK, FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3
 DL2590'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 14.9 M (48.9 FT) NORTH
 DL2590'OF THE CENTERLINE OF COUNTY HIGHWAY BE, 35.0 M (114.8 FT)
 DL2590'NORTH-NORTHEAST OF POWER POLE --80-24622 35-5--, 16.6 M (54.5 FT) WEST
 DL2590'OF TELEPHONE PEDESTAL --8000-9-- ATTACHED TO A WOOD POST, AND 1.0 M
 DL2590'(3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHWEST, AND 1.0 M (3.3 FT) SOUTHEAST
 DL2590'OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DL2590'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2590'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2587 ***********************************************************************
 DL2587  DESIGNATION -  5K36
 DL2587  PID         -  DL2587
 DL2587  STATE/COUNTY-  WI/SHAWANO
 DL2587  COUNTRY     -  US
 DL2587  USGS QUAD   -  BONDUEL (2018)
 DL2587
 DL2587                         *CURRENT SURVEY CONTROL
 DL2587  ______________________________________________________________________
 DL2587* NAD 83(1986) POSITION- 44 44 34.24   (N) 088 27 09.31   (W)   HD_HELD1
 DL2587* NAVD 88 ORTHO HEIGHT -   266.280 (meters)      873.62  (feet) ADJUSTED
 DL2587  ______________________________________________________________________
 DL2587  GEOID HEIGHT    -        -36.232 (meters)                     GEOID18
 DL2587  DYNAMIC HEIGHT  -        266.246 (meters)      873.51  (feet) COMP
 DL2587  MODELED GRAVITY -    980,485.9   (mgal)                       NAVD 88
 DL2587
 DL2587  VERT ORDER      -  SECOND    CLASS I
 DL2587
 DL2587.The horizontal coordinates were determined by differentially corrected
 DL2587.hand held GPS observations or other comparable positioning techniques
 DL2587.and have an estimated accuracy of +/- 3 meters.
 DL2587
 DL2587.The orthometric height was determined by differential leveling and
 DL2587.adjusted by the WI DEPT OF TRANSP
 DL2587.in May 2012.
 DL2587
 DL2587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2587.GEOID18 height accuracy estimate available here.
 DL2587
 DL2587.Click photographs - Photos may exist for this station.
 DL2587
 DL2587.The dynamic height is computed by dividing the NAVD 88
 DL2587.geopotential number by the normal gravity value computed on the
 DL2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2587.degrees latitude (g = 980.6199 gals.).
 DL2587
 DL2587.The modeled gravity was interpolated from observed gravity values.
 DL2587
 DL2587;                    North         East    Units  Estimated Accuracy
 DL2587;SPC WI C     -   102,230.9     722,538.9     MT  (+/- 3 meters HH1 GPS) 
 DL2587
 DL2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8500255410(NAD 83)
 DL2587
 DL2587                          SUPERSEDED SURVEY CONTROL
 DL2587
 DL2587.No superseded survey control is available for this station.
 DL2587
 DL2587_MARKER: DD = SURVEY DISK
 DL2587_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2587_SP_SET: BOX CULVERT
 DL2587_STAMPING: 5K36 2007
 DL2587_MARK LOGO: WIDT
 DL2587_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2587+STABILITY: SURFACE MOTION
 DL2587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2587+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2015
 DL2587
 DL2587  HISTORY     - Date     Condition        Report By
 DL2587  HISTORY     - 2007     MONUMENTED       WIDT
 DL2587  HISTORY     - 20081007 GOOD             WIDT
 DL2587  HISTORY     - 20141027 GOOD             WIDT
 DL2587  HISTORY     - 20150730 GOOD             WIDT
 DL2587
 DL2587                          STATION DESCRIPTION
 DL2587
 DL2587'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2587'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 55
 DL2587'WITH STATE HIGHWAY 47 SOUTH AND STATE HIGHWAY 117 NORTH (EXIT 234)
 DL2587'APPROXIMATELY 1 MILE SOUTH OF THE VILLAGE OF BONDUEL, GO NORTH ON
 DL2587'STATE HIGHWAY 117 (SOUTH CECIL STREET) FOR 0.9 MILE TO COUNTY HIGHWAY
 DL2587'BE (GREEN BAY STREET), TURN LEFT AND GO NORTHWEST ON COUNTY HIGHWAY BE
 DL2587'(WEST GREEN BAY STREET) FOR 0.37 MILE TO SHIOC STREET LEFT, CONTINUE
 DL2587'NORTHWEST ON COUNTY HIGHWAY BE FOR 31 M (101.7 FT) TO BOX CULVERT
 DL2587'--C-58-30-55-- OVER THE WEST BRANCH OF THE SHIOC RIVER AND THE STATION
 DL2587'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2587'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5K36
 DL2587'2007-- SET IN A DRILL HOLE IN THE TOP OF NORTHEAST END OF THE BOX
 DL2587'CULVERT APPROXIMATELY 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DL2587'STATION IS 7.8 M (25.6 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DL2587'HIGHWAY BE (WEST GREEN BAY STREET), 31.5 M (103.3 FT) NORTHWEST OF THE
 DL2587'EXTENDED CENTERLINE OF SHIOC STREET, 1.4 M (4.6 FT) SOUTHEAST OF THE
 DL2587'NORTHWEST SIDE AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF
 DL2587'THE CULVERT, AND 2.7 M (8.9 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS
 DL2587'POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE
 DL2587'NORTH AND SOUTH QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DL2587
 DL2587                          STATION RECOVERY (2014)
 DL2587
 DL2587'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DL2587'RECOVERED AS DESCRIBED.
 DL2587
 DL2587                          STATION RECOVERY (2015)
 DL2587
 DL2587'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2587'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2586 ***********************************************************************
 DL2586  DESIGNATION -  5K37
 DL2586  PID         -  DL2586
 DL2586  STATE/COUNTY-  WI/SHAWANO
 DL2586  COUNTRY     -  US
 DL2586  USGS QUAD   -  BONDUEL (2018)
 DL2586
 DL2586                         *CURRENT SURVEY CONTROL
 DL2586  ______________________________________________________________________
 DL2586* NAD 83(1986) POSITION- 44 43 38.79   (N) 088 26 43.67   (W)   HD_HELD1
 DL2586* NAVD 88 ORTHO HEIGHT -   275.907 (meters)      905.20  (feet) ADJUSTED
 DL2586  ______________________________________________________________________
 DL2586  GEOID HEIGHT    -        -36.238 (meters)                     GEOID18
 DL2586  DYNAMIC HEIGHT  -        275.872 (meters)      905.09  (feet) COMP
 DL2586  MODELED GRAVITY -    980,484.2   (mgal)                       NAVD 88
 DL2586
 DL2586  VERT ORDER      -  SECOND    CLASS I
 DL2586
 DL2586.The horizontal coordinates were determined by differentially corrected
 DL2586.hand held GPS observations or other comparable positioning techniques
 DL2586.and have an estimated accuracy of +/- 3 meters.
 DL2586
 DL2586.The orthometric height was determined by differential leveling and
 DL2586.adjusted by the WI DEPT OF TRANSP
 DL2586.in May 2012.
 DL2586
 DL2586.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2586.GEOID18 height accuracy estimate available here.
 DL2586
 DL2586.Click photographs - Photos may exist for this station.
 DL2586
 DL2586.The dynamic height is computed by dividing the NAVD 88
 DL2586.geopotential number by the normal gravity value computed on the
 DL2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2586.degrees latitude (g = 980.6199 gals.).
 DL2586
 DL2586.The modeled gravity was interpolated from observed gravity values.
 DL2586
 DL2586;                    North         East    Units  Estimated Accuracy
 DL2586;SPC WI C     -   100,530.4     723,135.6     MT  (+/- 3 meters HH1 GPS) 
 DL2586
 DL2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8553653689(NAD 83)
 DL2586
 DL2586                          SUPERSEDED SURVEY CONTROL
 DL2586
 DL2586.No superseded survey control is available for this station.
 DL2586
 DL2586_MARKER: DD = SURVEY DISK
 DL2586_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL2586_SP_SET: BRIDGE PARAPET WALL
 DL2586_STAMPING: 5K37 2007
 DL2586_MARK LOGO: WIDT
 DL2586_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2586+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 DL2586
 DL2586  HISTORY     - Date     Condition        Report By
 DL2586  HISTORY     - 2007     MONUMENTED       WIDT
 DL2586  HISTORY     - 20081007 GOOD             WIDT
 DL2586  HISTORY     - 20141027 GOOD             WIDT
 DL2586
 DL2586                          STATION DESCRIPTION
 DL2586
 DL2586'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2586'THE STATION IS LOCATED IN THE STATE HIGHWAY 47 SOUTH AND STATE HIGHWAY
 DL2586'117 NORTH BRIDGE (B-58-62-96) OVER STATE HIGHWAYS 29 AND 55 AT EXIT
 DL2586'234 APPROXIMATELY 0.9 MILE SOUTH OF THE VILLAGE OF BONDUEL.  THE
 DL2586'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DL2586'SURVEY CONTROL STATION DISK STAMPED --5K37 2007-- SET IN A DRILL HOLE
 DL2586'IN THE TOP OF THE NORTH END OF THE EAST BRIDGE PARAPET APPROXIMATELY
 DL2586'0.8 M (2.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 8.8 M (28.9
 DL2586'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF STATE HIGHWAY 47
 DL2586'AND 117, 4.1 M (13.5 FT) SOUTH OF THE NORTH END OF THE BRIDGE PARAPET,
 DL2586'2.0 M (6.6 FT) SOUTHWEST OF THE WEST POST OF A --BONDUEL AHEAD,
 DL2586'SHAWANO LEFT-- SIGN, 30 CM (12 INCHES) NORTH OF AN EXPANSION JOINT,
 DL2586'AND 2.0 M (6.6 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL2586'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2586'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2586
 DL2586                          STATION RECOVERY (2014)
 DL2586
 DL2586'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DL2586'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2628 ***********************************************************************
 DL2628  DESIGNATION -  5K38
 DL2628  PID         -  DL2628
 DL2628  STATE/COUNTY-  WI/SHAWANO
 DL2628  COUNTRY     -  US
 DL2628  USGS QUAD   -  BONDUEL (2018)
 DL2628
 DL2628                         *CURRENT SURVEY CONTROL
 DL2628  ______________________________________________________________________
 DL2628* NAD 83(1986) POSITION- 44 42 12.65   (N) 088 26 37.89   (W)   HD_HELD1
 DL2628* NAVD 88 ORTHO HEIGHT -   272.879 (meters)      895.27  (feet) ADJUSTED
 DL2628  ______________________________________________________________________
 DL2628  GEOID HEIGHT    -        -36.248 (meters)                     GEOID18
 DL2628  DYNAMIC HEIGHT  -        272.844 (meters)      895.16  (feet) COMP
 DL2628  MODELED GRAVITY -    980,482.1   (mgal)                       NAVD 88
 DL2628
 DL2628  VERT ORDER      -  SECOND    CLASS I
 DL2628
 DL2628.The horizontal coordinates were determined by differentially corrected
 DL2628.hand held GPS observations or other comparable positioning techniques
 DL2628.and have an estimated accuracy of +/- 3 meters.
 DL2628
 DL2628.The orthometric height was determined by differential leveling and
 DL2628.adjusted by the WI DEPT OF TRANSP
 DL2628.in May 2012.
 DL2628
 DL2628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2628.GEOID18 height accuracy estimate available here.
 DL2628
 DL2628.Click photographs - Photos may exist for this station.
 DL2628
 DL2628.The dynamic height is computed by dividing the NAVD 88
 DL2628.geopotential number by the normal gravity value computed on the
 DL2628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2628.degrees latitude (g = 980.6199 gals.).
 DL2628
 DL2628.The modeled gravity was interpolated from observed gravity values.
 DL2628
 DL2628;                    North         East    Units  Estimated Accuracy
 DL2628;SPC WI C     -    97,874.4     723,313.7     MT  (+/- 3 meters HH1 GPS) 
 DL2628
 DL2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8561651029(NAD 83)
 DL2628
 DL2628                          SUPERSEDED SURVEY CONTROL
 DL2628
 DL2628.No superseded survey control is available for this station.
 DL2628
 DL2628_MARKER: DD = SURVEY DISK
 DL2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2628_STAMPING: 5K38 2007
 DL2628_MARK LOGO: WIDT
 DL2628_PROJECTION: FLUSH
 DL2628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2628+STABILITY: SURFACE MOTION
 DL2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2628+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2010
 DL2628
 DL2628  HISTORY     - Date     Condition        Report By
 DL2628  HISTORY     - 2008     MONUMENTED       WIDT
 DL2628  HISTORY     - 20081015 GOOD             WIDT
 DL2628  HISTORY     - 20100504 GOOD             WIDT
 DL2628
 DL2628                          STATION DESCRIPTION
 DL2628
 DL2628'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2628'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 55
 DL2628'WITH STATE HIGHWAY 47 SOUTH AND STATE HIGHWAY 117 NORTH (EXIT 234)
 DL2628'APPROXIMATELY 1 MILE SOUTH OF THE VILLAGE OF BONDUEL, GO SOUTH ON
 DL2628'STATE HIGHWAY 47 FOR 1.5 MI (2.4 KM) TO OLD DUMP ROAD LEFT AND HAPPY
 DL2628'LANE RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 47 FOR 0.13 MILE TO THE
 DL2628'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2628'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5K38
 DL2628'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.6
 DL2628'M (8.5 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6
 DL2628'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 16.6 M (54.5 FT) EAST
 DL2628'OF THE CENTERLINE OF STATE HIGHWAY 47, 0.85 MILE NORTH OF WILDLIFE
 DL2628'ROAD, 39.0 M (128.0 FT) SOUTH-SOUTHEAST OF POWER POLE --35-5
 DL2628'80-24929--, 33.6 M (110.2 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 DL2628'GRAVEL ENTRANCE --N3253--, 12.6 M (41.3 FT) SOUTH OF A WOOD CORNER
 DL2628'FENCE POST, 3 M (9.8 FT) WEST OF A CULTIVATED FIELD, AND 1.0 M (3.3
 DL2628'FT) EAST, 1.0 M (3.3 FT) SOUTHWEST, AND 1.0 M (3.3 FT) NORTHWEST OF
 DL2628'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DL2628'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2628'HORIZON.
 DL2628
 DL2628                          STATION RECOVERY (2010)
 DL2628
 DL2628'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (GRS)
 DL2628'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2631 ***********************************************************************
 DL2631  DESIGNATION -  5K39
 DL2631  PID         -  DL2631
 DL2631  STATE/COUNTY-  WI/SHAWANO
 DL2631  COUNTRY     -  US
 DL2631  USGS QUAD   -  BONDUEL (2018)
 DL2631
 DL2631                         *CURRENT SURVEY CONTROL
 DL2631  ______________________________________________________________________
 DL2631* NAD 83(2011) POSITION- 44 42 49.29209(N) 088 23 00.77605(W)   ADJUSTED
 DL2631* NAD 83(2011) ELLIP HT-   226.673 (meters)        (04/14/17)   ADJUSTED
 DL2631* NAD 83(2011) EPOCH   -  2010.00
 DL2631* NAVD 88 ORTHO HEIGHT -   262.922 (meters)      862.60  (feet) ADJUSTED
 DL2631  ______________________________________________________________________
 DL2631  GEOID HEIGHT    -        -36.247 (meters)                     GEOID18
 DL2631  NAD 83(2011) X  -    128,072.742 (meters)                     COMP
 DL2631  NAD 83(2011) Y  - -4,538,386.995 (meters)                     COMP
 DL2631  NAD 83(2011) Z  -  4,464,953.691 (meters)                     COMP
 DL2631  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 DL2631  DYNAMIC HEIGHT  -        262.888 (meters)      862.49  (feet) COMP
 DL2631  MODELED GRAVITY -    980,481.8   (mgal)                       NAVD 88
 DL2631
 DL2631  VERT ORDER      -  SECOND    CLASS I
 DL2631
 DL2631  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2631  Standards:
 DL2631         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2631            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2631  -------------------------------------------------------------------
 DL2631  NETWORK    0.54   0.92           0.24   0.20   0.47     -0.02899009
 DL2631  -------------------------------------------------------------------
 DL2631  Click here for local accuracies and other accuracy information.
 DL2631
 DL2631.The horizontal coordinates were established by GPS observations
 DL2631.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2631
 DL2631.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2631.been affixed to the stable North American tectonic plate. See 
 DL2631.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2631
 DL2631.The horizontal coordinates are valid at the epoch date displayed above
 DL2631.which is a decimal equivalence of Year/Month/Day.
 DL2631
 DL2631.The orthometric height was determined by differential leveling and
 DL2631.adjusted by the WI DEPT OF TRANSP
 DL2631.in May 2012.
 DL2631
 DL2631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2631.GEOID18 height accuracy estimate available here.
 DL2631
 DL2631.Click photographs - Photos may exist for this station.
 DL2631
 DL2631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2631
 DL2631.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2631
 DL2631.The ellipsoidal height was determined by GPS observations
 DL2631.and is referenced to NAD 83.
 DL2631
 DL2631.The dynamic height is computed by dividing the NAVD 88
 DL2631.geopotential number by the normal gravity value computed on the
 DL2631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2631.degrees latitude (g = 980.6199 gals.).
 DL2631
 DL2631.The modeled gravity was interpolated from observed gravity values.
 DL2631
 DL2631. The following values were computed from the NAD 83(2011) position.
 DL2631
 DL2631;                    North         East     Units Scale Factor Converg.
 DL2631;SPC WI C     -    99,098.598   728,069.649   MT  0.99994471   +1 08 25.9
 DL2631;SPC WI C     -   325,125.98  2,388,675.17   sFT  0.99994471   +1 08 25.9
 DL2631;UTM  16      - 4,952,077.031   390,413.364   MT  0.99974768   -0 58 24.6
 DL2631
 DL2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2631!SPC WI C     -   0.99996446  x   0.99994471  =   0.99990917
 DL2631!UTM  16      -   0.99996446  x   0.99974768  =   0.99971215
 DL2631
 DL2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9041352077(NAD 83)
 DL2631
 DL2631                          SUPERSEDED SURVEY CONTROL
 DL2631
 DL2631  NAD 83(2007)-  44 42 49.29230(N)    088 23 00.77676(W) AD(2002.00) 1
 DL2631  ELLIP H (04/03/12)  226.724  (m)                       GP(2002.00) 4 1
 DL2631
 DL2631.Superseded values are not recommended for survey control.
 DL2631
 DL2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2631.See file dsdata.pdf to determine how the superseded data were derived.
 DL2631
 DL2631_MARKER: DD = SURVEY DISK
 DL2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2631_STAMPING: 5K39 2007
 DL2631_MARK LOGO: WIDT
 DL2631_PROJECTION: FLUSH
 DL2631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2631+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2015
 DL2631
 DL2631  HISTORY     - Date     Condition        Report By
 DL2631  HISTORY     - 2008     MONUMENTED       WIDT
 DL2631  HISTORY     - 20081111 GOOD             WIDT
 DL2631  HISTORY     - 20100503 GOOD             WIDT
 DL2631  HISTORY     - 20150728 GOOD             WIDT
 DL2631
 DL2631                          STATION DESCRIPTION
 DL2631
 DL2631'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2631'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 55
 DL2631'WITH COUNTY HIGHWAY BE APPROXIMATELY 2.8 MI (4.5 KM) SOUTHEAST OF THE
 DL2631'VILLAGE OF BONDUEL, GO SOUTHEAST ON STATE HIGHWAYS 29 AND 55 FOR 0.8
 DL2631'MILE TO BROADWAY ROAD, TURN LEFT AND GO NORTH ON NORTH BROADWAY ROAD
 DL2631'FOR 0.14 MILE TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DL2631'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2631'DISK STAMPED --5K39 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2631'DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2631'APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.6 M
 DL2631'(21.7 FT) EAST OF THE CENTERLINE OF NORTH BROADWAY ROAD, 0.35 MILE
 DL2631'SOUTH OF RIVER ROAD, 23.2 M (76.1 FT) SOUTHEAST OF POWER POLE --40-5
 DL2631'07-04834--, 14.9 M (48.9 FT) EAST-SOUTHEAST OF A --STOP AHEAD-- WOOD
 DL2631'SIGN POST, 3 M (9.8 FT) WEST OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT)
 DL2631'EAST, 1.0 M (3.3 FT) SOUTHWEST, AND 1.0 M (3.3 FT) NORTHWEST OF THREE
 DL2631'ORANGE 4X4 PLASTIC GUARD POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2631'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2631
 DL2631                          STATION RECOVERY (2010)
 DL2631
 DL2631'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (GRS)
 DL2631'RECOVERED AS DESCRIBED
 DL2631
 DL2631                          STATION RECOVERY (2015)
 DL2631
 DL2631'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2631'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2633 ***********************************************************************
 DL2633  DESIGNATION -  5K40
 DL2633  PID         -  DL2633
 DL2633  STATE/COUNTY-  WI/SHAWANO
 DL2633  COUNTRY     -  US
 DL2633  USGS QUAD   -  ZACHOW (2018)
 DL2633
 DL2633                         *CURRENT SURVEY CONTROL
 DL2633  ______________________________________________________________________
 DL2633* NAD 83(1986) POSITION- 44 43 56.4    (N) 088 21 46.9    (W)   HD_HELD2
 DL2633* NAVD 88 ORTHO HEIGHT -   261.272 (meters)      857.19  (feet) ADJUSTED
 DL2633  ______________________________________________________________________
 DL2633  GEOID HEIGHT    -        -36.249 (meters)                     GEOID18
 DL2633  DYNAMIC HEIGHT  -        261.238 (meters)      857.08  (feet) COMP
 DL2633  MODELED GRAVITY -    980,482.2   (mgal)                       NAVD 88
 DL2633
 DL2633  VERT ORDER      -  SECOND    CLASS I
 DL2633
 DL2633.The horizontal coordinates were established by autonomous hand held GPS
 DL2633.observations and have an estimated accuracy of +/- 10 meters.
 DL2633
 DL2633.The orthometric height was determined by differential leveling and
 DL2633.adjusted by the WI DEPT OF TRANSP
 DL2633.in May 2012.
 DL2633
 DL2633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2633.GEOID18 height accuracy estimate available here.
 DL2633
 DL2633.Click photographs - Photos may exist for this station.
 DL2633
 DL2633.The dynamic height is computed by dividing the NAVD 88
 DL2633.geopotential number by the normal gravity value computed on the
 DL2633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2633.degrees latitude (g = 980.6199 gals.).
 DL2633
 DL2633.The modeled gravity was interpolated from observed gravity values.
 DL2633
 DL2633;                    North         East    Units  Estimated Accuracy
 DL2633;SPC WI C     -   101,202.      729,654.      MT  (+/- 10 meters HH2 GPS)
 DL2633
 DL2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9207354120(NAD 83)
 DL2633
 DL2633                          SUPERSEDED SURVEY CONTROL
 DL2633
 DL2633.No superseded survey control is available for this station.
 DL2633
 DL2633_MARKER: DD = SURVEY DISK
 DL2633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2633_SP_SET: BRIDGE PARAPET
 DL2633_STAMPING: 5K40 2007
 DL2633_MARK LOGO: WIDT
 DL2633_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2633+STABILITY: SURFACE MOTION
 DL2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2633+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 DL2633
 DL2633  HISTORY     - Date     Condition        Report By
 DL2633  HISTORY     - 2007     MONUMENTED       WIDT
 DL2633  HISTORY     - 20081013 GOOD             WIDT
 DL2633  HISTORY     - 20100503 GOOD             WIDT
 DL2633
 DL2633                          STATION DESCRIPTION
 DL2633
 DL2633'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2633'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 55
 DL2633'WITH COUNTY HIGHWAY F APPROXIMATELY 5 MI (8.0 KM) SOUTHEAST OF THE
 DL2633'VILLAGE OF BONDUEL AND 2 MI (3.2 KM) SOUTH OF THE COMMUNITY OF ZACHOW,
 DL2633'GO NORTH ON COUNTY HIGHWAY F FOR 2.2 MI (3.5 KM) TO ZACHOW ROAD, TURN
 DL2633'RIGHT AND GO EAST ON ZACHOW ROAD FOR 0.05 MILE TO A BRIDGE OVER THE
 DL2633'PENSAUKEE RIVER AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DL2633'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2633'DISK STAMPED --5K40 2007-- SET IN A DRILL HOLE IN THE TOP OF THE WEST
 DL2633'END OF THE SOUTH BRIDGE PARAPET APPROXIMATELY 0.9 M (3.0 FT) ABOVE THE
 DL2633'ROAD PAVEMENT.  THE STATION IS 3.6 M (11.8 FT) SOUTH OF THE CENTERLINE
 DL2633'OF ZACHOW ROAD, 24 M (78.7 FT) WEST OF THE EXTENDED CENTERLINE OF
 DL2633'PRIVATE ENTRANCE --W2454--, 0.8 M (2.6 FT) EAST OF THE WEST END OF THE
 DL2633'BRIDGE PARAPET, AND 0.9 M (3.0 FT) EAST OF A WHITE PLASTIC WITNESS
 DL2633'POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE
 DL2633'NORTH AND SOUTH QUADRANTS EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
 DL2633
 DL2633                          STATION RECOVERY (2010)
 DL2633
 DL2633'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (GRS)
 DL2633'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2634 ***********************************************************************
 DL2634  DESIGNATION -  5K41
 DL2634  PID         -  DL2634
 DL2634  STATE/COUNTY-  WI/SHAWANO
 DL2634  COUNTRY     -  US
 DL2634  USGS QUAD   -  ZACHOW (2018)
 DL2634
 DL2634                         *CURRENT SURVEY CONTROL
 DL2634  ______________________________________________________________________
 DL2634* NAD 83(1986) POSITION- 44 43 01.51   (N) 088 19 26.68   (W)   HD_HELD1
 DL2634* NAVD 88 ORTHO HEIGHT -   243.662 (meters)      799.41  (feet) ADJUSTED
 DL2634  ______________________________________________________________________
 DL2634  GEOID HEIGHT    -        -36.259 (meters)                     GEOID18
 DL2634  DYNAMIC HEIGHT  -        243.631 (meters)      799.31  (feet) COMP
 DL2634  MODELED GRAVITY -    980,483.2   (mgal)                       NAVD 88
 DL2634
 DL2634  VERT ORDER      -  SECOND    CLASS I
 DL2634
 DL2634.The horizontal coordinates were determined by differentially corrected
 DL2634.hand held GPS observations or other comparable positioning techniques
 DL2634.and have an estimated accuracy of +/- 3 meters.
 DL2634
 DL2634.The orthometric height was determined by differential leveling and
 DL2634.adjusted by the WI DEPT OF TRANSP
 DL2634.in May 2012.
 DL2634
 DL2634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2634.GEOID18 height accuracy estimate available here.
 DL2634
 DL2634.Click photographs - Photos may exist for this station.
 DL2634
 DL2634.The dynamic height is computed by dividing the NAVD 88
 DL2634.geopotential number by the normal gravity value computed on the
 DL2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2634.degrees latitude (g = 980.6199 gals.).
 DL2634
 DL2634.The modeled gravity was interpolated from observed gravity values.
 DL2634
 DL2634;                    North         East    Units  Estimated Accuracy
 DL2634;SPC WI C     -    99,571.2     732,773.0     MT  (+/- 3 meters HH1 GPS) 
 DL2634
 DL2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9513052375(NAD 83)
 DL2634
 DL2634                          SUPERSEDED SURVEY CONTROL
 DL2634
 DL2634.No superseded survey control is available for this station.
 DL2634
 DL2634_MARKER: DD = SURVEY DISK
 DL2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2634_STAMPING: 5K41 2007
 DL2634_MARK LOGO: WIDT
 DL2634_PROJECTION: FLUSH
 DL2634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2634+STABILITY: SURFACE MOTION
 DL2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2634+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 DL2634
 DL2634  HISTORY     - Date     Condition        Report By
 DL2634  HISTORY     - 2008     MONUMENTED       WIDT
 DL2634  HISTORY     - 20081013 GOOD             WIDT
 DL2634  HISTORY     - 20100503 GOOD             WIDT
 DL2634
 DL2634                          STATION DESCRIPTION
 DL2634
 DL2634'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2634'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DL2634'HIGHWAY S EAST AND MIDDLE ROAD WEST APPROXIMATELY 3 MI (4.8 KM) NORTH
 DL2634'OF THE VILLAGE OF PULASKI, GO WEST ON MIDDLE ROAD FOR 3.5 MI (5.6 KM)
 DL2634'TO APPLE ROAD RIGHT, CONTINUE WEST ON MIDDLE ROAD FOR 0.32 MILE TO THE
 DL2634'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2634'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5K41
 DL2634'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.5
 DL2634'M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT)
 DL2634'BELOW THE ROAD PAVEMENT.  THE STATION IS 7.7 M (25.3 FT) SOUTH OF THE
 DL2634'CENTERLINE OF MIDDLE ROAD, 0.15 MILE EAST OF COUNTY HIGHWAY C, 57 M
 DL2634'(187.0 FT) WEST OF THE CENTERLINE OF A RECREATIONAL TRAIL, 33.8 M
 DL2634'(110.9 FT) WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 28.5 M (93.5
 DL2634'FT) SOUTHWEST OF A --STOP AHEAD-- METAL SIGN POST, 2.5 M (8.2 FT)
 DL2634'NORTH OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT)
 DL2634'NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2634'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2634'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2634
 DL2634                          STATION RECOVERY (2010)
 DL2634
 DL2634'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (GRS)
 DL2634'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2611 ***********************************************************************
 DL2611  DESIGNATION -  5K48
 DL2611  PID         -  DL2611
 DL2611  STATE/COUNTY-  WI/SHAWANO
 DL2611  COUNTRY     -  US
 DL2611  USGS QUAD   -  KRAKOW (2018)
 DL2611
 DL2611                         *CURRENT SURVEY CONTROL
 DL2611  ______________________________________________________________________
 DL2611* NAD 83(1986) POSITION- 44 47 44.6    (N) 088 15 04.4    (W)   HD_HELD2
 DL2611* NAVD 88 ORTHO HEIGHT -   241.825 (meters)      793.39  (feet) ADJUSTED
 DL2611  ______________________________________________________________________
 DL2611  GEOID HEIGHT    -        -36.287 (meters)                     GEOID18
 DL2611  DYNAMIC HEIGHT  -        241.797 (meters)      793.30  (feet) COMP
 DL2611  MODELED GRAVITY -    980,493.5   (mgal)                       NAVD 88
 DL2611
 DL2611  VERT ORDER      -  SECOND    CLASS I
 DL2611
 DL2611.The horizontal coordinates were established by autonomous hand held GPS
 DL2611.observations and have an estimated accuracy of +/- 10 meters.
 DL2611
 DL2611.The orthometric height was determined by differential leveling and
 DL2611.adjusted by the NATIONAL GEODETIC SURVEY
 DL2611.in February 2017.
 DL2611
 DL2611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2611.GEOID18 height accuracy estimate available here.
 DL2611
 DL2611.Click photographs - Photos may exist for this station.
 DL2611
 DL2611.The dynamic height is computed by dividing the NAVD 88
 DL2611.geopotential number by the normal gravity value computed on the
 DL2611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2611.degrees latitude (g = 980.6199 gals.).
 DL2611
 DL2611.The modeled gravity was interpolated from observed gravity values.
 DL2611
 DL2611;                    North         East    Units  Estimated Accuracy
 DL2611;SPC WI C     -   108,429.      738,356.      MT  (+/- 10 meters HH2 GPS)
 DL2611
 DL2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0103461019(NAD 83)
 DL2611
 DL2611                          SUPERSEDED SURVEY CONTROL
 DL2611
 DL2611  NAVD 88 (05/08/12)  241.840  (m)          793.44   (f) SUPERSEDED  2 1
 DL2611
 DL2611.Superseded values are not recommended for survey control.
 DL2611
 DL2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2611.See file dsdata.pdf to determine how the superseded data were derived.
 DL2611
 DL2611_MARKER: DD = SURVEY DISK
 DL2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2611_STAMPING: 5K48 2007
 DL2611_MARK LOGO: WIDT
 DL2611_PROJECTION: FLUSH
 DL2611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2611+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2014
 DL2611
 DL2611  HISTORY     - Date     Condition        Report By
 DL2611  HISTORY     - 2008     MONUMENTED       WIDT
 DL2611  HISTORY     - 20090107 GOOD             WIDT
 DL2611  HISTORY     - 20141030 GOOD             WIDT
 DL2611
 DL2611                          STATION DESCRIPTION
 DL2611
 DL2611'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DL2611'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DL2611'HIGHWAY E APPROXIMATELY 1 MILE EAST OF THE COMMUNITY OF GREEN VALLEY,
 DL2611'GO NORTH ON STATE HIGHWAY 32 FOR 38 M (125.4 FT) TO THE STATION ON THE
 DL2611'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2611'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5K48 2007-- SET IN THE
 DL2611'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP,
 DL2611'FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6 FT) BELOW THE
 DL2611'HIGHWAY PAVEMENT.  THE STATION IS 21.7 M (71.2 FT) WEST OF THE
 DL2611'CENTERLINE OF STATE HIGHWAY 32, 37.9 M (124.3 FT) NORTH OF THE
 DL2611'CENTERLINE OF COUNTY HIGHWAY E, 17.1 M (56.1 FT) NORTHWEST OF A
 DL2611'--COUNTY E LEFT-RIGHT-- WOOD SIGN POST, 8.5 M (27.9 FT) WEST-SOUTHWEST
 DL2611'OF A --CAUTION GAS PIPELINE-- YELLOW CARSONITE POST, 5 M (16.4 FT)
 DL2611'EAST OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT)
 DL2611'SOUTHEAST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2611'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2611'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2611
 DL2611                          STATION RECOVERY (2014)
 DL2611
 DL2611'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DL2611'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2610 ***********************************************************************
 DL2610  DESIGNATION -  5K49
 DL2610  PID         -  DL2610
 DL2610  STATE/COUNTY-  WI/OCONTO
 DL2610  COUNTRY     -  US
 DL2610  USGS QUAD   -  OCONTO FALLS SOUTH (2018)
 DL2610
 DL2610                         *CURRENT SURVEY CONTROL
 DL2610  ______________________________________________________________________
 DL2610* NAD 83(1986) POSITION- 44 47 40.5    (N) 088 13 29.6    (W)   HD_HELD2
 DL2610* NAVD 88 ORTHO HEIGHT -   245.574 (meters)      805.69  (feet) ADJUSTED
 DL2610  ______________________________________________________________________
 DL2610  GEOID HEIGHT    -        -36.295 (meters)                     GEOID18
 DL2610  DYNAMIC HEIGHT  -        245.545 (meters)      805.59  (feet) COMP
 DL2610  MODELED GRAVITY -    980,495.2   (mgal)                       NAVD 88
 DL2610
 DL2610  VERT ORDER      -  SECOND    CLASS I
 DL2610
 DL2610.The horizontal coordinates were established by autonomous hand held GPS
 DL2610.observations and have an estimated accuracy of +/- 10 meters.
 DL2610
 DL2610.The orthometric height was determined by differential leveling and
 DL2610.adjusted by the NATIONAL GEODETIC SURVEY
 DL2610.in February 2017.
 DL2610
 DL2610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2610.GEOID18 height accuracy estimate available here.
 DL2610
 DL2610.Click photographs - Photos may exist for this station.
 DL2610
 DL2610.The dynamic height is computed by dividing the NAVD 88
 DL2610.geopotential number by the normal gravity value computed on the
 DL2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2610.degrees latitude (g = 980.6199 gals.).
 DL2610
 DL2610.The modeled gravity was interpolated from observed gravity values.
 DL2610
 DL2610;                    North         East    Units  Estimated Accuracy
 DL2610;SPC WI C     -   108,348.      740,442.      MT  (+/- 10 meters HH2 GPS)
 DL2610
 DL2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0311560861(NAD 83)
 DL2610
 DL2610                          SUPERSEDED SURVEY CONTROL
 DL2610
 DL2610  NAVD 88 (05/08/12)  245.581  (m)          805.71   (f) SUPERSEDED  2 1
 DL2610
 DL2610.Superseded values are not recommended for survey control.
 DL2610
 DL2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2610.See file dsdata.pdf to determine how the superseded data were derived.
 DL2610
 DL2610_MARKER: DD = SURVEY DISK
 DL2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2610_STAMPING: 5K49 2007
 DL2610_MARK LOGO: WIDT
 DL2610_PROJECTION: FLUSH
 DL2610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2610+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2014
 DL2610
 DL2610  HISTORY     - Date     Condition        Report By
 DL2610  HISTORY     - 2008     MONUMENTED       WIDT
 DL2610  HISTORY     - 20090106 GOOD             WIDT
 DL2610  HISTORY     - 20141030 GOOD             WIDT
 DL2610
 DL2610                          STATION DESCRIPTION
 DL2610
 DL2610'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DL2610'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DL2610'HIGHWAY E APPROXIMATELY 1 MILE EAST OF THE COMMUNITY OF GREEN VALLEY,
 DL2610'GO EAST ON COUNTY HIGHWAY E FOR 1.29 MI (2.1 KM) TO THE STATION ON THE
 DL2610'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2610'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5K49 2007-- SET IN THE
 DL2610'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP,
 DL2610'FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M BELOW THE HIGHWAY
 DL2610'PAVEMENT.  THE STATION IS 6.8 M (22.3 FT) SOUTH OF THE CENTERLINE OF
 DL2610'COUNTY HIGHWAY E, 0.08 MILE EAST OF PRIVATE ENTRANCE --9213--, 23.6 M
 DL2610'(77.4 FT) EAST OF POWER POLE --167--, 10.7 M (35.1 FT) WEST OF A
 DL2610'--SCHOOL BUS STOP AHEAD-- WOOD SIGN POST, 4 M (13.1 FT) NORTH OF A
 DL2610'CULTIVATED FIELD, AND 1.0 M (3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHWEST,
 DL2610'AND 1.0 M (3.3 FT) SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2610'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2610'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR MULTIPLE POWER LINES
 DL2610'OVERHEAD.
 DL2610
 DL2610                          STATION RECOVERY (2014)
 DL2610
 DL2610'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DL2610'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2609 ***********************************************************************
 DL2609  DESIGNATION -  5K50
 DL2609  PID         -  DL2609
 DL2609  STATE/COUNTY-  WI/OCONTO
 DL2609  COUNTRY     -  US
 DL2609  USGS QUAD   -  OCONTO FALLS SOUTH (2018)
 DL2609
 DL2609                         *CURRENT SURVEY CONTROL
 DL2609  ______________________________________________________________________
 DL2609* NAD 83(1986) POSITION- 44 47 37.     (N) 088 11 37.     (W)   SCALED
 DL2609* NAVD 88 ORTHO HEIGHT -   242.828 (meters)      796.68  (feet) ADJUSTED
 DL2609  ______________________________________________________________________
 DL2609  GEOID HEIGHT    -        -36.305 (meters)                     GEOID18
 DL2609  DYNAMIC HEIGHT  -        242.800 (meters)      796.59  (feet) COMP
 DL2609  MODELED GRAVITY -    980,497.3   (mgal)                       NAVD 88
 DL2609
 DL2609  VERT ORDER      -  SECOND    CLASS I
 DL2609
 DL2609.The horizontal coordinates were scaled from a map and have
 DL2609.an estimated accuracy of +/- 6 seconds.
 DL2609
 DL2609.The orthometric height was determined by differential leveling and
 DL2609.adjusted by the NATIONAL GEODETIC SURVEY
 DL2609.in February 2017.
 DL2609
 DL2609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2609.GEOID18 height accuracy estimate available here.
 DL2609
 DL2609.Click photographs - Photos may exist for this station.
 DL2609
 DL2609.The dynamic height is computed by dividing the NAVD 88
 DL2609.geopotential number by the normal gravity value computed on the
 DL2609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2609.degrees latitude (g = 980.6199 gals.).
 DL2609
 DL2609.The modeled gravity was interpolated from observed gravity values.
 DL2609
 DL2609;                    North         East    Units  Estimated Accuracy
 DL2609;SPC WI C     -   108,290.      742,920.      MT  (+/- 180 meters Scaled)
 DL2609
 DL2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ055607(NAD 83)
 DL2609
 DL2609                          SUPERSEDED SURVEY CONTROL
 DL2609
 DL2609  NAVD 88 (05/08/12)  242.851  (m)          796.75   (f) SUPERSEDED  2 1
 DL2609
 DL2609.Superseded values are not recommended for survey control.
 DL2609
 DL2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2609.See file dsdata.pdf to determine how the superseded data were derived.
 DL2609
 DL2609_MARKER: DD = SURVEY DISK
 DL2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2609_STAMPING: 5K50 2007
 DL2609_MARK LOGO: WIDT
 DL2609_PROJECTION: FLUSH
 DL2609_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2609+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2016
 DL2609
 DL2609  HISTORY     - Date     Condition        Report By
 DL2609  HISTORY     - 2008     MONUMENTED       WIDT
 DL2609  HISTORY     - 20090106 GOOD             WIDT
 DL2609  HISTORY     - 20160201 GOOD             DJHENK
 DL2609
 DL2609                          STATION DESCRIPTION
 DL2609
 DL2609'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DL2609'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E WITH COUNTY
 DL2609'HIGHWAY C APPROXIMATELY 4 MI (6.4 KM) EAST OF THE COMMUNITY OF GREEN
 DL2609'VALLEY, GO WEST ON COUNTY HIGHWAY E FOR 0.15 MILE TO THE STATION ON
 DL2609'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2609'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5K50
 DL2609'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.5
 DL2609'M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6
 DL2609'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 6.7 M (22.0 FT) SOUTH
 DL2609'OF THE CENTERLINE OF COUNTY HIGHWAY E, 0.81 MILE EAST OF HAVLIK ROAD,
 DL2609'33.3 M (109.3 FT) WEST OF POWER POLE --20--, 14.9 M (48.9 FT) EAST OF
 DL2609'A --JCT COUNTY C-- WOOD SIGN POST, AND 1.0 M (3.3 FT) EAST AND 1.0 M
 DL2609'(3.3 FT) WEST OF TWO WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DL2609'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DL2609'ABOVE THE HORIZON EXCEPT FOR MULTIPLE POWER LINES OVERHEAD.
 DL2609
 DL2609                          STATION RECOVERY (2016)
 DL2609
 DL2609'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DL2609'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2608 ***********************************************************************
 DL2608  DESIGNATION -  5K51
 DL2608  PID         -  DL2608
 DL2608  STATE/COUNTY-  WI/OCONTO
 DL2608  COUNTRY     -  US
 DL2608  USGS QUAD   -  OCONTO FALLS SOUTH (2018)
 DL2608
 DL2608                         *CURRENT SURVEY CONTROL
 DL2608  ______________________________________________________________________
 DL2608* NAD 83(1986) POSITION- 44 47 35.     (N) 088 09 15.     (W)   SCALED
 DL2608* NAVD 88 ORTHO HEIGHT -   218.600 (meters)      717.19  (feet) ADJUSTED
 DL2608  ______________________________________________________________________
 DL2608  GEOID HEIGHT    -        -36.319 (meters)                     GEOID18
 DL2608  DYNAMIC HEIGHT  -        218.575 (meters)      717.11  (feet) COMP
 DL2608  MODELED GRAVITY -    980,500.3   (mgal)                       NAVD 88
 DL2608
 DL2608  VERT ORDER      -  SECOND    CLASS I
 DL2608
 DL2608.The horizontal coordinates were scaled from a map and have
 DL2608.an estimated accuracy of +/- 6 seconds.
 DL2608
 DL2608.The orthometric height was determined by differential leveling and
 DL2608.adjusted by the WI DEPT OF TRANSP
 DL2608.in May 2012.
 DL2608
 DL2608.No vertical observational check was made to the station.
 DL2608
 DL2608.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2608.GEOID18 height accuracy estimate available here.
 DL2608
 DL2608.Click photographs - Photos may exist for this station.
 DL2608
 DL2608.The dynamic height is computed by dividing the NAVD 88
 DL2608.geopotential number by the normal gravity value computed on the
 DL2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2608.degrees latitude (g = 980.6199 gals.).
 DL2608
 DL2608.The modeled gravity was interpolated from observed gravity values.
 DL2608
 DL2608;                    North         East    Units  Estimated Accuracy
 DL2608;SPC WI C     -   108,300.      746,040.      MT  (+/- 180 meters Scaled)
 DL2608
 DL2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ087606(NAD 83)
 DL2608
 DL2608                          SUPERSEDED SURVEY CONTROL
 DL2608
 DL2608.No superseded survey control is available for this station.
 DL2608
 DL2608_MARKER: DD = SURVEY DISK
 DL2608_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL2608_SP_SET: BRIDGE WINGWALL
 DL2608_STAMPING: 5K51 2007
 DL2608_MARK LOGO: WIDT
 DL2608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2608+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2016
 DL2608
 DL2608  HISTORY     - Date     Condition        Report By
 DL2608  HISTORY     - 2007     MONUMENTED       WIDT
 DL2608  HISTORY     - 20080106 GOOD             WIDT
 DL2608  HISTORY     - 20160201 GOOD             DJHENK
 DL2608
 DL2608                          STATION DESCRIPTION
 DL2608
 DL2608'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2608'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E WITH COUNTY
 DL2608'HIGHWAY C APPROXIMATELY 4 MI (6.4 KM) EAST OF THE COMMUNITY OF GREEN
 DL2608'VALLEY, GO EAST ON COUNTY HIGHWAY E FOR 1.5 MI (2.4 KM) TO SCHROEDER
 DL2608'ROAD RIGHT, CONTINUE EAST ON COUNTY HIGHWAY E FOR 0.27 MILE TO BRIDGE
 DL2608'--B-42-82-00-- OVER THE NORTH BRANCH OF THE PENESAUKE RIVER AND THE
 DL2608'STATION ON THE RIGHT.  THE STATION IS AN ALUMINUM WIS. DEPT. OF
 DL2608'TRANSPORTATION VERTICAL CONTROL DISK STAMPED --5K51 2007-- SET IN A
 DL2608'DRILL HOLE THE TOP OF THE SOUTHWEST BRIDGE WING WALL APPROXIMATELY
 DL2608'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.9 M (19.4 FT) SOUTH
 DL2608'OF THE CENTERLINE OF COUNTY HIGHWAY E, 0.06 MILE WEST OF ELM LAWN
 DL2608'ROAD, 18.2 M (59.7 FT) EAST OF THE CENTERLINE OF PRIVATE ENTRANCE
 DL2608'--7833--, 11.0 M (36.1 FT) NORTHEAST OF POWER POLE --62--, AND 1.9 M
 DL2608'(6.2 FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---VISIBLE
 DL2608'OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH QUADRANTS
 DL2608'EXTENDING TO 60 DEGREES AND TREES IN THE NORTH QUADRANTS EXTENDING TO
 DL2608'40 DEGREES ABOVE THE HORIZON.
 DL2608
 DL2608                          STATION RECOVERY (2016)
 DL2608
 DL2608'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DL2608'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2606 ***********************************************************************
 DL2606  DESIGNATION -  5K52
 DL2606  PID         -  DL2606
 DL2606  STATE/COUNTY-  WI/OCONTO
 DL2606  COUNTRY     -  US
 DL2606  USGS QUAD   -  ABRAMS (2018)
 DL2606
 DL2606                         *CURRENT SURVEY CONTROL
 DL2606  ______________________________________________________________________
 DL2606* NAD 83(1986) POSITION- 44 47 29.     (N) 088 06 38.     (W)   SCALED
 DL2606* NAVD 88 ORTHO HEIGHT -   216.070 (meters)      708.89  (feet) ADJUSTED
 DL2606  ______________________________________________________________________
 DL2606  GEOID HEIGHT    -        -36.334 (meters)                     GEOID18
 DL2606  DYNAMIC HEIGHT  -        216.046 (meters)      708.81  (feet) COMP
 DL2606  MODELED GRAVITY -    980,503.9   (mgal)                       NAVD 88
 DL2606
 DL2606  VERT ORDER      -  SECOND    CLASS I
 DL2606
 DL2606.The horizontal coordinates were scaled from a map and have
 DL2606.an estimated accuracy of +/- 6 seconds.
 DL2606
 DL2606.The orthometric height was determined by differential leveling and
 DL2606.adjusted by the WI DEPT OF TRANSP
 DL2606.in May 2012.
 DL2606
 DL2606.No vertical observational check was made to the station.
 DL2606
 DL2606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2606.GEOID18 height accuracy estimate available here.
 DL2606
 DL2606.Click photographs - Photos may exist for this station.
 DL2606
 DL2606.The dynamic height is computed by dividing the NAVD 88
 DL2606.geopotential number by the normal gravity value computed on the
 DL2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2606.degrees latitude (g = 980.6199 gals.).
 DL2606
 DL2606.The modeled gravity was interpolated from observed gravity values.
 DL2606
 DL2606;                    North         East    Units  Estimated Accuracy
 DL2606;SPC WI C     -   108,200.      749,490.      MT  (+/- 180 meters Scaled)
 DL2606
 DL2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ121603(NAD 83)
 DL2606
 DL2606                          SUPERSEDED SURVEY CONTROL
 DL2606
 DL2606.No superseded survey control is available for this station.
 DL2606
 DL2606_MARKER: DD = SURVEY DISK
 DL2606_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL2606_SP_SET: BRIDGE PARAPET
 DL2606_STAMPING: 5K52 2007
 DL2606_MARK LOGO: WIDT
 DL2606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2606+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2015
 DL2606
 DL2606  HISTORY     - Date     Condition        Report By
 DL2606  HISTORY     - 2007     MONUMENTED       WIDT
 DL2606  HISTORY     - 20090105 GOOD             WIDT
 DL2606  HISTORY     - 20150727 GOOD             WIDT
 DL2606
 DL2606                          STATION DESCRIPTION
 DL2606
 DL2606'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DL2606'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DL2606'HIGHWAY E WEST AND HABECK LANE EAST APPROXIMATELY 1 MILE NORTH OF THE
 DL2606'COMMUNITY OF ABRAMS, GO SOUTHWEST THEN WEST ON COUNTY HIGHWAY E FOR
 DL2606'3.0 MI (4.8 KM) TO MILLER ROAD LEFT, TURN LEFT AND GO SOUTH ON MILLER
 DL2606'ROAD FOR 0.10 MILE TO A BRIDGE AND THE STATION ON THE RIGHT.  THE
 DL2606'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DL2606'SURVEY CONTROL STATION DISK STAMPED --5K52 2007-- SET IN A DRILL HOLE
 DL2606'IN THE TOP OF THE NORTH END OF THE WEST BRIDGE PARAPET APPROXIMATELY
 DL2606'0.7 M (2.3 FT) ABOVE THE ROAD SURFACE.  THE STATION IS 3.5 M (11.5 FT)
 DL2606'WEST OF THE CENTERLINE OF MILLER ROAD, 0.3 M (1.0 FT) SOUTH OF THE
 DL2606'NORTH END OF THE PARAPET, AND 0.5 M (1.6 FT) SOUTHWEST OF A WHITE
 DL2606'PLASTIC WITNESS POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION
 DL2606'ARE TREES IN THE EAST AND WEST QUADRANTS EXTENDING TO 80 DEGREES ABOVE
 DL2606'THE HORIZON.
 DL2606
 DL2606                          STATION RECOVERY (2015)
 DL2606
 DL2606'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2606'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2605 ***********************************************************************
 DL2605  DESIGNATION -  5K53
 DL2605  PID         -  DL2605
 DL2605  STATE/COUNTY-  WI/OCONTO
 DL2605  COUNTRY     -  US
 DL2605  USGS QUAD   -  ABRAMS (2018)
 DL2605
 DL2605                         *CURRENT SURVEY CONTROL
 DL2605  ______________________________________________________________________
 DL2605* NAD 83(1986) POSITION- 44 47 34.16   (N) 088 04 32.83   (W)   HD_HELD1
 DL2605* NAVD 88 ORTHO HEIGHT -   211.295 (meters)      693.22  (feet) ADJUSTED
 DL2605  ______________________________________________________________________
 DL2605  GEOID HEIGHT    -        -36.351 (meters)                     GEOID18
 DL2605  DYNAMIC HEIGHT  -        211.273 (meters)      693.15  (feet) COMP
 DL2605  MODELED GRAVITY -    980,506.7   (mgal)                       NAVD 88
 DL2605
 DL2605  VERT ORDER      -  SECOND    CLASS I
 DL2605
 DL2605.The horizontal coordinates were determined by differentially corrected
 DL2605.hand held GPS observations or other comparable positioning techniques
 DL2605.and have an estimated accuracy of +/- 3 meters.
 DL2605
 DL2605.The orthometric height was determined by differential leveling and
 DL2605.adjusted by the WI DEPT OF TRANSP
 DL2605.in May 2012.
 DL2605
 DL2605.No vertical observational check was made to the station.
 DL2605
 DL2605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2605.GEOID18 height accuracy estimate available here.
 DL2605
 DL2605.Click photographs - Photos may exist for this station.
 DL2605
 DL2605.The dynamic height is computed by dividing the NAVD 88
 DL2605.geopotential number by the normal gravity value computed on the
 DL2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2605.degrees latitude (g = 980.6199 gals.).
 DL2605
 DL2605.The modeled gravity was interpolated from observed gravity values.
 DL2605
 DL2605;                    North         East    Units  Estimated Accuracy
 DL2605;SPC WI C     -   108,420.7     752,240.8     MT  (+/- 3 meters HH1 GPS) 
 DL2605
 DL2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1490660498(NAD 83)
 DL2605
 DL2605                          SUPERSEDED SURVEY CONTROL
 DL2605
 DL2605.No superseded survey control is available for this station.
 DL2605
 DL2605_MARKER: DD = SURVEY DISK
 DL2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2605_STAMPING: 5K53 2007
 DL2605_MARK LOGO: WIDT
 DL2605_PROJECTION: FLUSH
 DL2605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2605+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2015
 DL2605
 DL2605  HISTORY     - Date     Condition        Report By
 DL2605  HISTORY     - 2008     MONUMENTED       WIDT
 DL2605  HISTORY     - 20090105 GOOD             WIDT
 DL2605  HISTORY     - 20150727 GOOD             WIDT
 DL2605
 DL2605                          STATION DESCRIPTION
 DL2605
 DL2605'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DL2605'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DL2605'HIGHWAY E WEST AND HABECK LANE EAST APPROXIMATELY 1 MILE NORTH OF THE
 DL2605'COMMUNITY OF ABRAMS, GO SOUTHWEST THEN WEST ON COUNTY HIGHWAY E FOR
 DL2605'1.3 MI (2.1 KM) TO WILDERNESS TRAIL LEFT, TURN LEFT AND GO SOUTH ON
 DL2605'WILDERNESS TRAIL FOR 25 M (82.0 FT) TO THE STATION ON THE LEFT.  THE
 DL2605'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DL2605'SURVEY CONTROL STATION DISK STAMPED --5K53 2007-- SET IN THE TOP OF A
 DL2605'40-CM (16 INCH) DIAMETER CONCRETE POST 2.6 M (8.5 FT) DEEP, FLUSH WITH
 DL2605'THE GROUND, AND APPROXIMATELY 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT.
 DL2605'THE STATION IS 7.7 M (25.3 FT) EAST OF THE CENTERLINE OF WILDERNESS
 DL2605'TRAIL, 25.1 M (82.3 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY E,
 DL2605'17.5 M (57.4 FT) NORTHEAST OF A --DEAD END, CHILDREN AT PLAY-- WOOD
 DL2605'SIGN POST, 12.6 M (41.3 FT) SOUTH OF TELEPHONE PEDESTAL --NKDD1B-1--,
 DL2605'12.6 M (41.3 FT) SOUTH OF A --STOP-- SIGN WOOD POST, AND 1.0 M (3.3
 DL2605'FT) EAST, 1.0 M (3.3 FT) SOUTHWEST, AND 1.0 M (3.3 FT) NORTHWEST OF
 DL2605'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DL2605'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2605'HORIZON.
 DL2605
 DL2605                          STATION RECOVERY (2015)
 DL2605
 DL2605'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2605'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2498 ***********************************************************************
 DQ2498  DESIGNATION -  5K54
 DQ2498  PID         -  DQ2498
 DQ2498  STATE/COUNTY-  WI/OCONTO
 DQ2498  COUNTRY     -  US
 DQ2498  USGS QUAD   -  OCONTO FALLS NORTH (2018)
 DQ2498
 DQ2498                         *CURRENT SURVEY CONTROL
 DQ2498  ______________________________________________________________________
 DQ2498* NAD 83(1986) POSITION- 44 53 45.1    (N) 088 13 27.3    (W)   HD_HELD2
 DQ2498* NAVD 88 ORTHO HEIGHT -   246.472 (meters)      808.63  (feet) ADJUSTED
 DQ2498  ______________________________________________________________________
 DQ2498  GEOID HEIGHT    -        -36.278 (meters)                     GEOID18
 DQ2498  DYNAMIC HEIGHT  -        246.444 (meters)      808.54  (feet) COMP
 DQ2498  MODELED GRAVITY -    980,499.6   (mgal)                       NAVD 88
 DQ2498
 DQ2498  VERT ORDER      -  SECOND    CLASS I
 DQ2498
 DQ2498.The horizontal coordinates were established by autonomous hand held GPS
 DQ2498.observations and have an estimated accuracy of +/- 10 meters.
 DQ2498
 DQ2498.The orthometric height was determined by differential leveling and
 DQ2498.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2498.in February 2017.
 DQ2498
 DQ2498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2498.GEOID18 height accuracy estimate available here.
 DQ2498
 DQ2498.Click photographs - Photos may exist for this station.
 DQ2498
 DQ2498.The dynamic height is computed by dividing the NAVD 88
 DQ2498.geopotential number by the normal gravity value computed on the
 DQ2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2498.degrees latitude (g = 980.6199 gals.).
 DQ2498
 DQ2498.The modeled gravity was interpolated from observed gravity values.
 DQ2498
 DQ2498;                    North         East    Units  Estimated Accuracy
 DQ2498;SPC WI C     -   119,600.      740,246.      MT  (+/- 10 meters HH2 GPS)
 DQ2498
 DQ2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0333572110(NAD 83)
 DQ2498
 DQ2498                          SUPERSEDED SURVEY CONTROL
 DQ2498
 DQ2498.No superseded survey control is available for this station.
 DQ2498
 DQ2498_MARKER: DD = SURVEY DISK
 DQ2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2498_STAMPING: 5K54 2014
 DQ2498_MARK LOGO: WIDT
 DQ2498_PROJECTION: FLUSH
 DQ2498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2498+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2015
 DQ2498
 DQ2498  HISTORY     - Date     Condition        Report By
 DQ2498  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2498  HISTORY     - 20150911 GOOD             WIDT
 DQ2498
 DQ2498                          STATION DESCRIPTION
 DQ2498
 DQ2498'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2498'THE STATION IS 9.5 MI (15.3 KM) SOUTHWEST OF LENA, 4 MI (6.4 KM)
 DQ2498'NORTHWEST OF OCONTO FALLS, AND 4 MI (6.4 KM) EAST OF GILLETT.
 DQ2498'
 DQ2498'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DQ2498'HIGHWAY K, ABOUT 3.5 MI (5.6 KM) NORTHWEST OF THE CITY OF OCONTO
 DQ2498'FALLS, GO WEST ON STATE HIGHWAY 22 FOR 0.8 MI (1.3 KM) TO THE STATION
 DQ2498'ON THE RIGHT.
 DQ2498'
 DQ2498'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2498'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2498'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2498'STATION IS 15.6 M (51.2 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DQ2498'22, 80 M (262.5 FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY -9267-,
 DQ2498'46.9 M (153.9 FT) EAST OF A UTILITY JUNCTION BOX -1369-, 35.9 M (117.8
 DQ2498'FT) NORTHWEST OF A POWER POLE -23-, 32.4 M (106.3 FT) EAST OF A STEEL
 DQ2498'RIGHT-OF-WAY POST, 6 M (19.7 FT) WEST OF THE CENTER OF A GRAVEL FIELD
 DQ2498'ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DQ2498'WHITE PLASTIC WITNESS POSTS.
 DQ2498'
 DQ2498'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2498'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE
 DQ2498'SOUTH-SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2499 ***********************************************************************
 DQ2499  DESIGNATION -  5K55
 DQ2499  PID         -  DQ2499
 DQ2499  STATE/COUNTY-  WI/OCONTO
 DQ2499  COUNTRY     -  US
 DQ2499  USGS QUAD   -  OCONTO FALLS NORTH (2018)
 DQ2499
 DQ2499                         *CURRENT SURVEY CONTROL
 DQ2499  ______________________________________________________________________
 DQ2499* NAD 83(2011) POSITION- 44 53 40.84700(N) 088 10 44.14106(W)   ADJUSTED
 DQ2499* NAD 83(2011) ELLIP HT-   206.740 (meters)        (04/14/17)   ADJUSTED
 DQ2499* NAD 83(2011) EPOCH   -  2010.00
 DQ2499* NAVD 88 ORTHO HEIGHT -   243.045 (meters)      797.39  (feet) ADJUSTED
 DQ2499  ______________________________________________________________________
 DQ2499  GEOID HEIGHT    -        -36.309 (meters)                     GEOID18
 DQ2499  NAD 83(2011) X  -    143,829.000 (meters)                     COMP
 DQ2499  NAD 83(2011) Y  - -4,523,720.027 (meters)                     COMP
 DQ2499  NAD 83(2011) Z  -  4,479,210.520 (meters)                     COMP
 DQ2499  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 DQ2499  DYNAMIC HEIGHT  -        243.018 (meters)      797.30  (feet) COMP
 DQ2499  MODELED GRAVITY -    980,501.1   (mgal)                       NAVD 88
 DQ2499
 DQ2499  VERT ORDER      -  SECOND    CLASS I
 DQ2499
 DQ2499  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2499  Standards:
 DQ2499         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2499            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2499  -------------------------------------------------------------------
 DQ2499  NETWORK    0.65   0.98           0.29   0.24   0.50      0.03529706
 DQ2499  -------------------------------------------------------------------
 DQ2499  Click here for local accuracies and other accuracy information.
 DQ2499
 DQ2499.The horizontal coordinates were established by GPS observations
 DQ2499.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2499
 DQ2499.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2499.been affixed to the stable North American tectonic plate. See 
 DQ2499.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2499
 DQ2499.The horizontal coordinates are valid at the epoch date displayed above
 DQ2499.which is a decimal equivalence of Year/Month/Day.
 DQ2499
 DQ2499.The orthometric height was determined by differential leveling and
 DQ2499.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2499.in February 2017.
 DQ2499
 DQ2499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2499.GEOID18 height accuracy estimate available here.
 DQ2499
 DQ2499.Click photographs - Photos may exist for this station.
 DQ2499
 DQ2499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2499
 DQ2499.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2499
 DQ2499.The ellipsoidal height was determined by GPS observations
 DQ2499.and is referenced to NAD 83.
 DQ2499
 DQ2499.The dynamic height is computed by dividing the NAVD 88
 DQ2499.geopotential number by the normal gravity value computed on the
 DQ2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2499.degrees latitude (g = 980.6199 gals.).
 DQ2499
 DQ2499.The modeled gravity was interpolated from observed gravity values.
 DQ2499
 DQ2499. The following values were computed from the NAD 83(2011) position.
 DQ2499
 DQ2499;                    North         East     Units Scale Factor Converg.
 DQ2499;SPC WI C     -   119,548.276   743,827.986   MT  0.99994076   +1 17 05.7
 DQ2499;SPC WI C     -   392,217.97  2,440,375.65   sFT  0.99994076   +1 17 05.7
 DQ2499;UTM  16      - 4,971,926.755   406,912.332   MT  0.99970655   -0 49 55.8
 DQ2499
 DQ2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2499!SPC WI C     -   0.99996759  x   0.99994076  =   0.99990835
 DQ2499!UTM  16      -   0.99996759  x   0.99970655  =   0.99967415
 DQ2499
 DQ2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0691271926(NAD 83)
 DQ2499
 DQ2499                          SUPERSEDED SURVEY CONTROL
 DQ2499
 DQ2499.No superseded survey control is available for this station.
 DQ2499
 DQ2499_MARKER: DD = SURVEY DISK
 DQ2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2499_STAMPING: 5K55 2014
 DQ2499_MARK LOGO: WIDT
 DQ2499_PROJECTION: FLUSH
 DQ2499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2499+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2015
 DQ2499
 DQ2499  HISTORY     - Date     Condition        Report By
 DQ2499  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2499  HISTORY     - 20150910 GOOD             WIDT
 DQ2499
 DQ2499                          STATION DESCRIPTION
 DQ2499
 DQ2499'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2499'THE STATION IS 7.5 MI (12.1 KM) SOUTHWEST OF LENA, 6 MI (9.7 KM) EAST
 DQ2499'OF GILLETT, AND 2 MI (3.2 KM) NORTHWEST OF OCONTO FALLS.
 DQ2499'
 DQ2499'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DQ2499'HIGHWAY K, ABOUT 3.5 MI (5.6 KM) NORTHWEST OF THE CITY OF OCONTO
 DQ2499'FALLS, GO EAST ON STATE HIGHWAY 22 FOR 1.0 MI (1.6 KM) TO PIPGRASS
 DQ2499'ROAD ON THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 22 FOR 0.4 MI (0.6
 DQ2499'KM) TO THE STATION ON THE LEFT.
 DQ2499'
 DQ2499'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2499'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2499'INCHES) DIAMETER CONCRETE POST, ABOUT 0.3 M (1.0 FT) LOWER THAN THE
 DQ2499'ROAD GRADE.  THE STATION IS 17.1 M (56.1 FT) NORTH OF THE CENTERLINE
 DQ2499'OF STATE HIGHWAY 22, 51.3 M (168.3 FT) WEST OF A STEEL RIGHT-OF-WAY
 DQ2499'POST, 5 M (16.4 FT) EAST OF THE CENTER OF A GRAVEL FIELD ENTRANCE, 2.1
 DQ2499'M (6.9 FT) SOUTHEAST OF THE EAST POST FOR A FIELD GATE, AND LOCATED IN
 DQ2499'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2499'
 DQ2499'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2499'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2500 ***********************************************************************
 DQ2500  DESIGNATION -  5K56
 DQ2500  PID         -  DQ2500
 DQ2500  STATE/COUNTY-  WI/OCONTO
 DQ2500  COUNTRY     -  US
 DQ2500  USGS QUAD   -  OCONTO FALLS NORTH (2018)
 DQ2500
 DQ2500                         *CURRENT SURVEY CONTROL
 DQ2500  ______________________________________________________________________
 DQ2500* NAD 83(1986) POSITION- 44 53 20.7    (N) 088 09 23.3    (W)   HD_HELD2
 DQ2500* NAVD 88 ORTHO HEIGHT -   233.744 (meters)      766.88  (feet) ADJUSTED
 DQ2500  ______________________________________________________________________
 DQ2500  GEOID HEIGHT    -        -36.327 (meters)                     GEOID18
 DQ2500  DYNAMIC HEIGHT  -        233.718 (meters)      766.79  (feet) COMP
 DQ2500  MODELED GRAVITY -    980,502.4   (mgal)                       NAVD 88
 DQ2500
 DQ2500  VERT ORDER      -  SECOND    CLASS I
 DQ2500
 DQ2500.The horizontal coordinates were established by autonomous hand held GPS
 DQ2500.observations and have an estimated accuracy of +/- 10 meters.
 DQ2500
 DQ2500.The orthometric height was determined by differential leveling and
 DQ2500.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2500.in February 2017.
 DQ2500
 DQ2500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2500.GEOID18 height accuracy estimate available here.
 DQ2500
 DQ2500.Click photographs - Photos may exist for this station.
 DQ2500
 DQ2500.The dynamic height is computed by dividing the NAVD 88
 DQ2500.geopotential number by the normal gravity value computed on the
 DQ2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2500.degrees latitude (g = 980.6199 gals.).
 DQ2500
 DQ2500.The modeled gravity was interpolated from observed gravity values.
 DQ2500
 DQ2500;                    North         East    Units  Estimated Accuracy
 DQ2500;SPC WI C     -   118,967.      745,615.      MT  (+/- 10 meters HH2 GPS)
 DQ2500
 DQ2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0867671279(NAD 83)
 DQ2500
 DQ2500                          SUPERSEDED SURVEY CONTROL
 DQ2500
 DQ2500.No superseded survey control is available for this station.
 DQ2500
 DQ2500_MARKER: DD = SURVEY DISK
 DQ2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2500_STAMPING: 5K56 2014
 DQ2500_MARK LOGO: WIDT
 DQ2500_PROJECTION: FLUSH
 DQ2500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2500+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2015
 DQ2500
 DQ2500  HISTORY     - Date     Condition        Report By
 DQ2500  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2500  HISTORY     - 20150910 GOOD             WIDT
 DQ2500
 DQ2500                          STATION DESCRIPTION
 DQ2500
 DQ2500'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2500'THE STATION IS 7 MI (11.3 KM) EAST OF GILLETT, 7 MI (11.3 KM)
 DQ2500'SOUTHWEST OF LENA, AND 1 MI (1.6 KM) NORTHWEST OF OCONTO FALLS.
 DQ2500'
 DQ2500'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DQ2500'HIGHWAY B, ABOUT 1 MI (1.6 KM) NORTHWEST OF THE CITY OF OCONTO FALLS,
 DQ2500'GO NORTH ON COUNTY HIGHWAY B FOR 0.3 MI (0.5 KM) TO STATION ON THE
 DQ2500'LEFT.
 DQ2500'
 DQ2500'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2500'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2500'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2500'ROAD GRADE.  THE STATION IS 10.0 M (32.8 FT) WEST OF THE CENTERLINE OF
 DQ2500'COUNTY HIGHWAY B, 115 M (377.3 FT) NORTH OF THE EXTENDED CENTER OF A
 DQ2500'DRIVEWAY -5962-, 21.0 M (68.9 FT) WEST-SOUTHWEST OF A STEEL
 DQ2500'RIGHT-OF-WAY POST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ2500'THREE WHITE PLASTIC WITNESS POSTS.
 DQ2500'
 DQ2500'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2500'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2501 ***********************************************************************
 DQ2501  DESIGNATION -  5K57
 DQ2501  PID         -  DQ2501
 DQ2501  STATE/COUNTY-  WI/OCONTO
 DQ2501  COUNTRY     -  US
 DQ2501  USGS QUAD   -  OCONTO FALLS NORTH (2018)
 DQ2501
 DQ2501                         *CURRENT SURVEY CONTROL
 DQ2501  ______________________________________________________________________
 DQ2501* NAD 83(1986) POSITION- 44 52 35.99   (N) 088 08 50.59   (W)   HD_HELD1
 DQ2501* NAVD 88 ORTHO HEIGHT -   223.251 (meters)      732.45  (feet) ADJUSTED
 DQ2501  ______________________________________________________________________
 DQ2501  GEOID HEIGHT    -        -36.336 (meters)                     GEOID18
 DQ2501  DYNAMIC HEIGHT  -        223.227 (meters)      732.37  (feet) COMP
 DQ2501  MODELED GRAVITY -    980,502.8   (mgal)                       NAVD 88
 DQ2501
 DQ2501  VERT ORDER      -  SECOND    CLASS I
 DQ2501
 DQ2501.The horizontal coordinates were determined by differentially corrected
 DQ2501.hand held GPS observations or other comparable positioning techniques
 DQ2501.and have an estimated accuracy of +/- 3 meters.
 DQ2501
 DQ2501.The orthometric height was determined by differential leveling and
 DQ2501.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2501.in February 2017.
 DQ2501
 DQ2501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2501.GEOID18 height accuracy estimate available here.
 DQ2501
 DQ2501.Click photographs - Photos may exist for this station.
 DQ2501
 DQ2501.The dynamic height is computed by dividing the NAVD 88
 DQ2501.geopotential number by the normal gravity value computed on the
 DQ2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2501.degrees latitude (g = 980.6199 gals.).
 DQ2501
 DQ2501.The modeled gravity was interpolated from observed gravity values.
 DQ2501
 DQ2501;                    North         East    Units  Estimated Accuracy
 DQ2501;SPC WI C     -   117,603.2     746,364.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2501
 DQ2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0937469889(NAD 83)
 DQ2501
 DQ2501                          SUPERSEDED SURVEY CONTROL
 DQ2501
 DQ2501.No superseded survey control is available for this station.
 DQ2501
 DQ2501_MARKER: DD = SURVEY DISK
 DQ2501_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ2501_SP_SET: PAD
 DQ2501_STAMPING: 5K57 2014
 DQ2501_MARK LOGO: WIDT
 DQ2501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2501+STABILITY: SURFACE MOTION
 DQ2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2501+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2015
 DQ2501
 DQ2501  HISTORY     - Date     Condition        Report By
 DQ2501  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2501  HISTORY     - 20150910 GOOD             WIDT
 DQ2501
 DQ2501                          STATION DESCRIPTION
 DQ2501
 DQ2501'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2501'THE STATION IS 13 MI (20.9 KM) WEST OF OCONTO, 8 MI (12.9 KM)
 DQ2501'NORTHWEST OF ABRAMS, AND 8 MI (12.9 KM) EAST OF GILLETT.  THE STATION
 DQ2501'IS LOCATED AT THE OCONTO FALLS LOWER NORTH AMERICAN HYDRO DAM IN THE
 DQ2501'CITY OF OCONTO FALLS.
 DQ2501'
 DQ2501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 (MAIN
 DQ2501'STREET) WITH COUNTY HIGHWAY O JUST NORTHWEST OF THE CITY OF OCONTO
 DQ2501'FALLS, GO SOUTHEAST ON STATE HIGHWAY 22 (MAIN STREET) FOR 0.7 MI (1.1
 DQ2501'KM) TO COUNTY HIGHWAY CC (MAPLE AVENUE) ON THE RIGHT AND MARKET STREET
 DQ2501'ON THE LEFT.  TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY CC (MAPLE
 DQ2501'AVENUE) FOR 0.05 MI (0.1 KM) TO A GRAVEL SERVICE ACCESS DRIVEWAY FOR
 DQ2501'THE OCONTO FALLS DAM ON THE RIGHT.  TURN RIGHT (AND KEEP RIGHT), THEN
 DQ2501'GO WEST ON THE GRAVEL SERVICE DRIVE ALONG THE RESERVOIR POND FOR
 DQ2501'APPROXIMATELY 150 FT (45.7 M) TO A SECURED GATE AND THE STATION ON THE
 DQ2501'LEFT, LOCATED OUTSIDE OF THE SECURED AREA OF THE HYDRO DAM.
 DQ2501'
 DQ2501'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2501'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE CENTER
 DQ2501'OF AN 8 FT (2.4 M) SQUARE CONCRETE PAD.  THE STATION IS APPROXIMATELY
 DQ2501'200 FT (61.0 M) WEST OF COUNTY HIGHWAY CC (MAPLE AVENUE), 5.0 M (16.4
 DQ2501'FT) NORTHEAST OF A TELEPHONE PEDESTAL, 3.8 M (12.5 FT) SOUTHWEST OF A
 DQ2501'CORNER FENCE POST WHICH ALSO SERVES AS THE SOUTH POST FOR THE LOCKED
 DQ2501'GATE, AND 1.5 M (4.9 FT) SOUTHEAST OF A WOODEN RETAINING WALL FOR A
 DQ2501'TRIANGULAR SHAPED FLOWER BED.
 DQ2501'
 DQ2501'NOTE-THIS STATION IS OBSTRUCTED BY VARIOUS POWER UTILITY
 DQ2501'INFRASTRUCTURE EQUIPMENT IN ALL DIRECTIONS THAT EXTEND TO NEAR 25
 DQ2501'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2502 ***********************************************************************
 DQ2502  DESIGNATION -  5K58
 DQ2502  PID         -  DQ2502
 DQ2502  STATE/COUNTY-  WI/OCONTO
 DQ2502  COUNTRY     -  US
 DQ2502  USGS QUAD   -  OCONTO FALLS NORTH (2018)
 DQ2502
 DQ2502                         *CURRENT SURVEY CONTROL
 DQ2502  ______________________________________________________________________
 DQ2502* NAD 83(1986) POSITION- 44 52 41.3    (N) 088 07 32.7    (W)   HD_HELD2
 DQ2502* NAVD 88 ORTHO HEIGHT -   224.051 (meters)      735.07  (feet) ADJUSTED
 DQ2502  ______________________________________________________________________
 DQ2502  GEOID HEIGHT    -        -36.351 (meters)                     GEOID18
 DQ2502  DYNAMIC HEIGHT  -        224.026 (meters)      734.99  (feet) COMP
 DQ2502  MODELED GRAVITY -    980,504.5   (mgal)                       NAVD 88
 DQ2502
 DQ2502  VERT ORDER      -  SECOND    CLASS I
 DQ2502
 DQ2502.The horizontal coordinates were established by autonomous hand held GPS
 DQ2502.observations and have an estimated accuracy of +/- 10 meters.
 DQ2502
 DQ2502.The orthometric height was determined by differential leveling and
 DQ2502.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2502.in February 2017.
 DQ2502
 DQ2502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2502.GEOID18 height accuracy estimate available here.
 DQ2502
 DQ2502.Click photographs - Photos may exist for this station.
 DQ2502
 DQ2502.The dynamic height is computed by dividing the NAVD 88
 DQ2502.geopotential number by the normal gravity value computed on the
 DQ2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2502.degrees latitude (g = 980.6199 gals.).
 DQ2502
 DQ2502.The modeled gravity was interpolated from observed gravity values.
 DQ2502
 DQ2502;                    North         East    Units  Estimated Accuracy
 DQ2502;SPC WI C     -   117,806.      748,070.      MT  (+/- 10 meters HH2 GPS)
 DQ2502
 DQ2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1108570029(NAD 83)
 DQ2502
 DQ2502                          SUPERSEDED SURVEY CONTROL
 DQ2502
 DQ2502.No superseded survey control is available for this station.
 DQ2502
 DQ2502_MARKER: DD = SURVEY DISK
 DQ2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2502_STAMPING: 5K58 2014
 DQ2502_MARK LOGO: WIDT
 DQ2502_PROJECTION: FLUSH
 DQ2502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2502+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 DQ2502
 DQ2502  HISTORY     - Date     Condition        Report By
 DQ2502  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2502  HISTORY     - 20150909 GOOD             WIDT
 DQ2502
 DQ2502                          STATION DESCRIPTION
 DQ2502
 DQ2502'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2502'THE STATION IS 12 MI (19.3 KM) WEST OF OCONTO, 9 MI (14.5 KM) EAST OF
 DQ2502'GILLETT, AND JUST EAST OF THE CITY OF OCONTO FALLS.
 DQ2502'
 DQ2502'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DQ2502'HIGHWAY I, JUST EAST OF THE CITY OF OCONTO FALLS, GO SOUTH ON COUNTY
 DQ2502'HIGHWAY I FOR 0.55 MI (0.9 KM) TO THE STATION ON THE LEFT.
 DQ2502'
 DQ2502'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2502'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2502'INCHES) DIAMETER CONCRETE POST, ABOUT 0.8 M (2.6 FT) HIGHER THAN THE
 DQ2502'ROAD GRADE.  THE STATION IS 14.9 M (48.9 FT) EAST OF THE CENTERLINE OF
 DQ2502'COUNTY HIGHWAY I, 66.3 M (217.5 FT) SOUTH OF THE ESCANABA AND LAKE
 DQ2502'SUPERIOR RAILROAD TRACKS, 23.6 M (77.4 FT) NORTH OF A UTILITY POLE
 DQ2502'WITH A GUY WIRE -86 21778-, 2.3 M (7.5 FT) NORTH OF THE EXTENDED
 DQ2502'CENTER OF A DRIVEWAY -7687-, AND LOCATED IN THE CENTER OF A TRIANGLE
 DQ2502'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2502'
 DQ2502'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2502'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST EXTENDING TO 40
 DQ2502'DEGREES ABOVE THE HORIZON AND A POWER POLE TO THE SOUTHWEST EXTENDING
 DQ2502'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2503 ***********************************************************************
 DQ2503  DESIGNATION -  5K59
 DQ2503  PID         -  DQ2503
 DQ2503  STATE/COUNTY-  WI/OCONTO
 DQ2503  COUNTRY     -  US
 DQ2503  USGS QUAD   -  LENA (2018)
 DQ2503
 DQ2503                         *CURRENT SURVEY CONTROL
 DQ2503  ______________________________________________________________________
 DQ2503* NAD 83(1986) POSITION- 44 53 10.40   (N) 088 06 10.29   (W)   HD_HELD1
 DQ2503* NAVD 88 ORTHO HEIGHT -   218.348 (meters)      716.36  (feet) ADJUSTED
 DQ2503  ______________________________________________________________________
 DQ2503  GEOID HEIGHT    -        -36.367 (meters)                     GEOID18
 DQ2503  DYNAMIC HEIGHT  -        218.325 (meters)      716.29  (feet) COMP
 DQ2503  MODELED GRAVITY -    980,506.6   (mgal)                       NAVD 88
 DQ2503
 DQ2503  VERT ORDER      -  SECOND    CLASS I
 DQ2503
 DQ2503.The horizontal coordinates were determined by differentially corrected
 DQ2503.hand held GPS observations or other comparable positioning techniques
 DQ2503.and have an estimated accuracy of +/- 3 meters.
 DQ2503
 DQ2503.The orthometric height was determined by differential leveling and
 DQ2503.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2503.in February 2017.
 DQ2503
 DQ2503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2503.GEOID18 height accuracy estimate available here.
 DQ2503
 DQ2503.Click photographs - Photos may exist for this station.
 DQ2503
 DQ2503.The dynamic height is computed by dividing the NAVD 88
 DQ2503.geopotential number by the normal gravity value computed on the
 DQ2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2503.degrees latitude (g = 980.6199 gals.).
 DQ2503
 DQ2503.The modeled gravity was interpolated from observed gravity values.
 DQ2503
 DQ2503;                    North         East    Units  Estimated Accuracy
 DQ2503;SPC WI C     -   118,746.3     749,856.8     MT  (+/- 3 meters HH1 GPS) 
 DQ2503
 DQ2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1290670902(NAD 83)
 DQ2503
 DQ2503                          SUPERSEDED SURVEY CONTROL
 DQ2503
 DQ2503.No superseded survey control is available for this station.
 DQ2503
 DQ2503_MARKER: DD = SURVEY DISK
 DQ2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2503_STAMPING: 5K59 2014
 DQ2503_MARK LOGO: WIDT
 DQ2503_PROJECTION: FLUSH
 DQ2503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2503+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 DQ2503
 DQ2503  HISTORY     - Date     Condition        Report By
 DQ2503  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2503  HISTORY     - 20150909 GOOD             WIDT
 DQ2503
 DQ2503                          STATION DESCRIPTION
 DQ2503
 DQ2503'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2503'THE STATION IS 5 MI (8.0 KM) SOUTHWEST OF LENA, 3 MI (4.8 KM)
 DQ2503'NORTHWEST OF STILES, AND 2 MI (3.2 KM) NORTHEAST OF OCONTO FALLS.
 DQ2503'
 DQ2503'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DQ2503'HIGHWAY I, JUST EAST OF THE CITY OF OCONTO FALLS, GO EAST ON STATE
 DQ2503'HIGHWAY 22 FOR 1.1 MI (1.8 KM) TO THE STATION ON THE RIGHT.
 DQ2503'
 DQ2503'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2503'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2503'INCHES) DIAMETER CONCRETE POST, ABOUT 1.0 M (3.3 FT) LOWER THAN THE
 DQ2503'ROAD GRADE.  THE STATION IS 10.2 M (33.5 FT) SOUTH OF THE CENTERLINE
 DQ2503'OF STATE HIGHWAY 22, 93.2 M (305.8 FT) EAST OF A UTILITY JUNCTION BOX
 DQ2503'-L3000 14-, 34.6 M (113.5 FT) WEST OF A -NO PASSING ZONE- SIGN, 30.2 M
 DQ2503'(99.1 FT) WEST OF THE SOUTH END OF A CONCRETE CULVERT UNDER STATE
 DQ2503'HIGHWAY 22, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DQ2503'WHITE PLASTIC WITNESS POSTS.
 DQ2503'
 DQ2503'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2503'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2504 ***********************************************************************
 DQ2504  DESIGNATION -  5K60
 DQ2504  PID         -  DQ2504
 DQ2504  STATE/COUNTY-  WI/OCONTO
 DQ2504  COUNTRY     -  US
 DQ2504  USGS QUAD   -  LENA (2018)
 DQ2504
 DQ2504                         *CURRENT SURVEY CONTROL
 DQ2504  ______________________________________________________________________
 DQ2504* NAD 83(1986) POSITION- 44 53 27.9    (N) 088 04 03.8    (W)   HD_HELD2
 DQ2504* NAVD 88 ORTHO HEIGHT -   213.415 (meters)      700.18  (feet) ADJUSTED
 DQ2504  ______________________________________________________________________
 DQ2504  GEOID HEIGHT    -        -36.394 (meters)                     GEOID18
 DQ2504  DYNAMIC HEIGHT  -        213.393 (meters)      700.11  (feet) COMP
 DQ2504  MODELED GRAVITY -    980,509.9   (mgal)                       NAVD 88
 DQ2504
 DQ2504  VERT ORDER      -  SECOND    CLASS I
 DQ2504
 DQ2504.The horizontal coordinates were established by autonomous hand held GPS
 DQ2504.observations and have an estimated accuracy of +/- 10 meters.
 DQ2504
 DQ2504.The orthometric height was determined by differential leveling and
 DQ2504.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2504.in February 2017.
 DQ2504
 DQ2504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2504.GEOID18 height accuracy estimate available here.
 DQ2504
 DQ2504.Click photographs - Photos may exist for this station.
 DQ2504
 DQ2504.The dynamic height is computed by dividing the NAVD 88
 DQ2504.geopotential number by the normal gravity value computed on the
 DQ2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2504.degrees latitude (g = 980.6199 gals.).
 DQ2504
 DQ2504.The modeled gravity was interpolated from observed gravity values.
 DQ2504
 DQ2504;                    North         East    Units  Estimated Accuracy
 DQ2504;SPC WI C     -   119,352.      752,619.      MT  (+/- 10 meters HH2 GPS)
 DQ2504
 DQ2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1568771405(NAD 83)
 DQ2504
 DQ2504                          SUPERSEDED SURVEY CONTROL
 DQ2504
 DQ2504.No superseded survey control is available for this station.
 DQ2504
 DQ2504_MARKER: DD = SURVEY DISK
 DQ2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2504_STAMPING: 5K60 2014
 DQ2504_MARK LOGO: WIDT
 DQ2504_PROJECTION: FLUSH
 DQ2504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2504+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 DQ2504
 DQ2504  HISTORY     - Date     Condition        Report By
 DQ2504  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2504  HISTORY     - 20150909 GOOD             WIDT
 DQ2504
 DQ2504                          STATION DESCRIPTION
 DQ2504
 DQ2504'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2504'THE STATION IS 10 MI (16.1 KM) WEST OF OCONTO, 4 MI (6.4 KM)
 DQ2504'EAST-NORTHEAST OF OCONTO FALLS, AND 2 MI (3.2 KM) NORTH OF STILES.
 DQ2504'
 DQ2504'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DQ2504'HIGHWAY I, JUST EAST OF THE CITY OF OCONTO FALLS, GO EAST ON STATE
 DQ2504'HIGHWAY 22 FOR 2.85 MI (4.6 KM) TO YOUNGER ROAD ON THE LEFT.  TURN
 DQ2504'LEFT AND GO NORTH ON YOUNGER ROAD FOR 0.3 MI (0.5 KM) TO THE STATION
 DQ2504'ON THE LEFT.
 DQ2504'
 DQ2504'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2504'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2504'INCHES) DIAMETER CONCRETE POST, ABOUT 0.7 M (2.3 FT) HIGHER THAN THE
 DQ2504'ROAD GRADE.  THE STATION IS 10.7 M (35.1 FT) WEST OF THE CENTERLINE OF
 DQ2504'YOUNGER ROAD, 57.1 M (187.3 FT) NORTHWEST OF A POWER POLE -4-, 57.1 M
 DQ2504'(187.3 FT) SOUTHWEST OF A POWER POLE -5-, 55.2 M (181.1 FT) SOUTHWEST
 DQ2504'OF A UTILITY JUNCTION BOX -L3000 30-, 17.1 M (56.1 FT) SOUTH OF THE
 DQ2504'CENTER OF A GRAVEL ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE
 DQ2504'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2504'
 DQ2504'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH, SOUTH, AND WEST
 DQ2504'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2474 ***********************************************************************
 DQ2474  DESIGNATION -  5K61
 DQ2474  PID         -  DQ2474
 DQ2474  STATE/COUNTY-  WI/OCONTO
 DQ2474  COUNTRY     -  US
 DQ2474  USGS QUAD   -  SUAMICO (2018)
 DQ2474
 DQ2474                         *CURRENT SURVEY CONTROL
 DQ2474  ______________________________________________________________________
 DQ2474* NAD 83(1986) POSITION- 44 42 44.1    (N) 088 00 43.8    (W)   HD_HELD2
 DQ2474* NAVD 88 ORTHO HEIGHT -   180.051 (meters)      590.72  (feet) ADJUSTED
 DQ2474  ______________________________________________________________________
 DQ2474  GEOID HEIGHT    -        -36.351 (meters)                     GEOID18
 DQ2474  DYNAMIC HEIGHT  -        180.031 (meters)      590.65  (feet) COMP
 DQ2474  MODELED GRAVITY -    980,507.1   (mgal)                       NAVD 88
 DQ2474
 DQ2474  VERT ORDER      -  SECOND    CLASS I
 DQ2474
 DQ2474.The horizontal coordinates were established by autonomous hand held GPS
 DQ2474.observations and have an estimated accuracy of +/- 10 meters.
 DQ2474
 DQ2474.The orthometric height was determined by differential leveling and
 DQ2474.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2474.in February 2017.
 DQ2474
 DQ2474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2474.GEOID18 height accuracy estimate available here.
 DQ2474
 DQ2474.Click photographs - Photos may exist for this station.
 DQ2474
 DQ2474.The dynamic height is computed by dividing the NAVD 88
 DQ2474.geopotential number by the normal gravity value computed on the
 DQ2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2474.degrees latitude (g = 980.6199 gals.).
 DQ2474
 DQ2474.The modeled gravity was interpolated from observed gravity values.
 DQ2474
 DQ2474;                    North         East    Units  Estimated Accuracy
 DQ2474;SPC WI C     -    99,591.      757,492.      MT  (+/- 10 meters HH2 GPS)
 DQ2474
 DQ2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1982751484(NAD 83)
 DQ2474
 DQ2474                          SUPERSEDED SURVEY CONTROL
 DQ2474
 DQ2474.No superseded survey control is available for this station.
 DQ2474
 DQ2474_MARKER: DD = SURVEY DISK
 DQ2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2474_STAMPING: 5K61 2007
 DQ2474_MARK LOGO: WIDT
 DQ2474_PROJECTION: FLUSH
 DQ2474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2474+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2015
 DQ2474
 DQ2474  HISTORY     - Date     Condition        Report By
 DQ2474  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2474  HISTORY     - 20150721 GOOD             WIDT
 DQ2474
 DQ2474                          STATION DESCRIPTION
 DQ2474
 DQ2474'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2474'THE STATION IS LOCATED IN THE COMMUNITY OF LITTLE SUAMICO, ABOUT 11 MI
 DQ2474'(17.7 KM) NORTH OF THE WESTSIDE OF THE CITY OF GREEN BAY AND 11 MI
 DQ2474'(17.7 KM) EAST-NORTHEAST OF THE CITY OF PULASKI.
 DQ2474'
 DQ2474'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DQ2474'HIGHWAY S, IN THE COMMUNITY OF LITTLE SUAMICO, GO SOUTH ON COUNTY
 DQ2474'HIGHWAY J FOR 0.5 MI (0.8 KM) TO BALL PARK ROAD.  CONTINUE SOUTHWEST
 DQ2474'ON COUNTY HIGHWAY J FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DQ2474'
 DQ2474'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2474'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCHES)
 DQ2474'DIAMETER CONCRETE POST, APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE ROAD
 DQ2474'GRADE.  THE STATION IS 12.0 M (39.4 FT) WEST OF THE CENTERLINE OF
 DQ2474'COUNTY HIGHWAY J, 36.6 M (120.1 FT) NORTH OF THE CENTER OF THE
 DQ2474'NORTH-MOST DRIVEWAY FOR A GRAVEL PARKING AREA FOR THE COMMUNITY PARK,
 DQ2474'25.2 M (82.7 FT) WEST-SOUTHWEST POWER POLE, 9.4 M (30.8 FT) NORTHEAST
 DQ2474'OF A LIGHT POLE AND 0.2 M (0.7 FT) EAST OF A WHITE PLASTIC WITNESS
 DQ2474'POST.
 DQ2474'
 DQ2474'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2474'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED LIGHT POLE TO THE
 DQ2474'SOUTHWEST, WHICH EXTENDS TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2476 ***********************************************************************
 DQ2476  DESIGNATION -  5K62
 DQ2476  PID         -  DQ2476
 DQ2476  STATE/COUNTY-  WI/OCONTO
 DQ2476  COUNTRY     -  US
 DQ2476  USGS QUAD   -  PENSAUKEE (2018)
 DQ2476
 DQ2476                         *CURRENT SURVEY CONTROL
 DQ2476  ______________________________________________________________________
 DQ2476* NAD 83(1986) POSITION- 44 45 51.7    (N) 087 56 42.1    (W)   HD_HELD2
 DQ2476* NAVD 88 ORTHO HEIGHT -   181.521 (meters)      595.54  (feet) ADJUSTED
 DQ2476  ______________________________________________________________________
 DQ2476  GEOID HEIGHT    -        -36.410 (meters)                     GEOID18
 DQ2476  DYNAMIC HEIGHT  -        181.502 (meters)      595.48  (feet) COMP
 DQ2476  MODELED GRAVITY -    980,511.3   (mgal)                       NAVD 88
 DQ2476
 DQ2476  VERT ORDER      -  SECOND    CLASS I
 DQ2476
 DQ2476.The horizontal coordinates were established by autonomous hand held GPS
 DQ2476.observations and have an estimated accuracy of +/- 10 meters.
 DQ2476
 DQ2476.The orthometric height was determined by differential leveling and
 DQ2476.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2476.in February 2017.
 DQ2476
 DQ2476.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2476.GEOID18 height accuracy estimate available here.
 DQ2476
 DQ2476.Click photographs - Photos may exist for this station.
 DQ2476
 DQ2476.The dynamic height is computed by dividing the NAVD 88
 DQ2476.geopotential number by the normal gravity value computed on the
 DQ2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2476.degrees latitude (g = 980.6199 gals.).
 DQ2476
 DQ2476.The modeled gravity was interpolated from observed gravity values.
 DQ2476
 DQ2476;                    North         East    Units  Estimated Accuracy
 DQ2476;SPC WI C     -   105,513.      762,664.      MT  (+/- 10 meters HH2 GPS)
 DQ2476
 DQ2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2521257208(NAD 83)
 DQ2476
 DQ2476                          SUPERSEDED SURVEY CONTROL
 DQ2476
 DQ2476.No superseded survey control is available for this station.
 DQ2476
 DQ2476_MARKER: DD = SURVEY DISK
 DQ2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2476_STAMPING: 5K62 2007
 DQ2476_MARK LOGO: WIDT
 DQ2476_PROJECTION: FLUSH
 DQ2476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2476+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2015
 DQ2476
 DQ2476  HISTORY     - Date     Condition        Report By
 DQ2476  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2476  HISTORY     - 20150722 GOOD             WIDT
 DQ2476
 DQ2476                          STATION DESCRIPTION
 DQ2476
 DQ2476'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2476'THE STATION IS 5.5 MI (8.8 KM) EAST-SOUTHEAST OF ABRAMS, 4.5 MI (7.2
 DQ2476'KM) NORTHEAST OF LITTLE SUAMICO AND 4.5 MI (7.2 KM) SOUTHWEST OF
 DQ2476'PENSAUKEE.
 DQ2476'
 DQ2476'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S WITH COUNTY
 DQ2476'HIGHWAY SS IN THE COMMUNITY OF PENSAUKEE, GO SOUTHWEST ON COUNTY
 DQ2476'HIGHWAY S FOR 4.1 MI (6.6 KM) TO KUNZER BEACH LANE ON THE LEFT.
 DQ2476'CONTINUE SOUTHWEST ON COUNTY HIGHWAY S FOR 0.4 MI (0.6 KM) TO THE
 DQ2476'STATION ON THE LEFT.
 DQ2476'
 DQ2476'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2476'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2476'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.9 M (3.0 FT) LOWER
 DQ2476'THAN THE ROAD GRADE.  THE STATION IS 11.3 M (37.1 FT) SOUTHEAST OF THE
 DQ2476'CENTERLINE OF COUNTY HIGHWAY SOUTH, 0.15 MI (0.24 KM) NORTHWEST OF
 DQ2476'MONETTE ROAD, 62.5 M (205.1 FT) EAST-NORTHEAST OF A DRIVEWAY -2546-
 DQ2476'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ2476'WITNESS POSTS.
 DQ2476'
 DQ2476'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2476'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2477 ***********************************************************************
 DQ2477  DESIGNATION -  5K63
 DQ2477  PID         -  DQ2477
 DQ2477  STATE/COUNTY-  WI/OCONTO
 DQ2477  COUNTRY     -  US
 DQ2477  USGS QUAD   -  PENSAUKEE (2018)
 DQ2477
 DQ2477                         *CURRENT SURVEY CONTROL
 DQ2477  ______________________________________________________________________
 DQ2477* NAD 83(1986) POSITION- 44 46 59.5    (N) 087 55 36.4    (W)   HD_HELD2
 DQ2477* NAVD 88 ORTHO HEIGHT -   181.221 (meters)      594.56  (feet) ADJUSTED
 DQ2477  ______________________________________________________________________
 DQ2477  GEOID HEIGHT    -        -36.430 (meters)                     GEOID18
 DQ2477  DYNAMIC HEIGHT  -        181.202 (meters)      594.49  (feet) COMP
 DQ2477  MODELED GRAVITY -    980,512.8   (mgal)                       NAVD 88
 DQ2477
 DQ2477  VERT ORDER      -  SECOND    CLASS I
 DQ2477
 DQ2477.The horizontal coordinates were established by autonomous hand held GPS
 DQ2477.observations and have an estimated accuracy of +/- 10 meters.
 DQ2477
 DQ2477.The orthometric height was determined by differential leveling and
 DQ2477.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2477.in February 2017.
 DQ2477
 DQ2477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2477.GEOID18 height accuracy estimate available here.
 DQ2477
 DQ2477.Click photographs - Photos may exist for this station.
 DQ2477
 DQ2477.The dynamic height is computed by dividing the NAVD 88
 DQ2477.geopotential number by the normal gravity value computed on the
 DQ2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2477.degrees latitude (g = 980.6199 gals.).
 DQ2477
 DQ2477.The modeled gravity was interpolated from observed gravity values.
 DQ2477
 DQ2477;                    North         East    Units  Estimated Accuracy
 DQ2477;SPC WI C     -   107,641.      764,055.      MT  (+/- 10 meters HH2 GPS)
 DQ2477
 DQ2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2668059284(NAD 83)
 DQ2477
 DQ2477                          SUPERSEDED SURVEY CONTROL
 DQ2477
 DQ2477.No superseded survey control is available for this station.
 DQ2477
 DQ2477_MARKER: DD = SURVEY DISK
 DQ2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2477_STAMPING: 5K63 2012
 DQ2477_MARK LOGO: WIDT
 DQ2477_PROJECTION: FLUSH
 DQ2477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2477+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2015
 DQ2477
 DQ2477  HISTORY     - Date     Condition        Report By
 DQ2477  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2477  HISTORY     - 20150722 GOOD             WIDT
 DQ2477
 DQ2477                          STATION DESCRIPTION
 DQ2477
 DQ2477'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2477'THE STATION IS 6 MI (9.7 KM) EAST OF ABRAMS, 6 MI (9.7 KM) NORTHEAST
 DQ2477'OF LITTLE SUAMICO AND 3 MI (4.8 KM) SOUTH OF PENSAUKEE.
 DQ2477'
 DQ2477'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S WITH COUNTY
 DQ2477'HIGHWAY SS IN THE COMMUNITY OF PENSAUKEE, GO SOUTH ON COUNTY HIGHWAY S
 DQ2477'FOR 2.9 MI (4.7 KM) TO WINDROSS LANE ON THE LEFT AND THE STATION ON
 DQ2477'THE RIGHT.
 DQ2477'
 DQ2477'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2477'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2477'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2477'STATION IS 9.7 M (31.8 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY S,
 DQ2477'5 M (16.4 FT) SOUTH OF THE EXTENDED CENTER OF WINDROSS LANE, 11.1 M
 DQ2477'(36.4 FT) SOUTH OF A UTILITY JUNCTION BOX -174 8135- AND 0.3 M (1.0
 DQ2477'FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DQ2477'
 DQ2477'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2477'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST-NORTHEAST
 DQ2477'EXTENDING TO 20 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2643 ***********************************************************************
 DL2643  DESIGNATION -  5L04
 DL2643  PID         -  DL2643
 DL2643  STATE/COUNTY-  WI/BROWN
 DL2643  COUNTRY     -  US
 DL2643  USGS QUAD   -  GREEN BAY EAST (2018)
 DL2643
 DL2643                         *CURRENT SURVEY CONTROL
 DL2643  ______________________________________________________________________
 DL2643* NAD 83(1986) POSITION- 44 30 42.17   (N) 087 59 55.98   (W)   HD_HELD1
 DL2643* NAVD 88 ORTHO HEIGHT -   180.500 (meters)      592.19  (feet) ADJUSTED
 DL2643  ______________________________________________________________________
 DL2643  GEOID HEIGHT    -        -36.235 (meters)                     GEOID18
 DL2643  DYNAMIC HEIGHT  -        180.478 (meters)      592.12  (feet) COMP
 DL2643  MODELED GRAVITY -    980,491.0   (mgal)                       NAVD 88
 DL2643
 DL2643  VERT ORDER      -  SECOND    CLASS I
 DL2643
 DL2643.The horizontal coordinates were determined by differentially corrected
 DL2643.hand held GPS observations or other comparable positioning techniques
 DL2643.and have an estimated accuracy of +/- 3 meters.
 DL2643
 DL2643.The orthometric height was determined by differential leveling and
 DL2643.adjusted by the WI DEPT OF TRANSP
 DL2643.in May 2012.
 DL2643
 DL2643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2643.GEOID18 height accuracy estimate available here.
 DL2643
 DL2643.Click photographs - Photos may exist for this station.
 DL2643
 DL2643.The dynamic height is computed by dividing the NAVD 88
 DL2643.geopotential number by the normal gravity value computed on the
 DL2643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2643.degrees latitude (g = 980.6199 gals.).
 DL2643
 DL2643.The modeled gravity was interpolated from observed gravity values.
 DL2643
 DL2643;                    North         East    Units  Estimated Accuracy
 DL2643;SPC WI C     -    77,340.6     759,093.7     MT  (+/- 3 meters HH1 GPS) 
 DL2643
 DL2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2060629195(NAD 83)
 DL2643
 DL2643                          SUPERSEDED SURVEY CONTROL
 DL2643
 DL2643.No superseded survey control is available for this station.
 DL2643
 DL2643_MARKER: DD = SURVEY DISK
 DL2643_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL2643_SP_SET: BRIDGE PARAPET
 DL2643_STAMPING: 5L04 2007
 DL2643_MARK LOGO: WIDT
 DL2643_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2643+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2015
 DL2643
 DL2643  HISTORY     - Date     Condition        Report By
 DL2643  HISTORY     - 2007     MONUMENTED       WIDT
 DL2643  HISTORY     - 20080827 GOOD             WIDT
 DL2643  HISTORY     - 20151009 GOOD             WIDT
 DL2643
 DL2643                          STATION DESCRIPTION
 DL2643
 DL2643'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2643'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 AND STATE
 DL2643'HIGHWAY 29 (MAIN STREET) WITH STATE HIGHWAYS 54 AND 57 (MONROE AVENUE)
 DL2643'IN THE CITY OF GREEN BAY, GO SOUTHEAST ON US HIGHWAY 141 AND STATE
 DL2643'HIGHWAY 29 (MAIN STREET) FOR 0.5 MILE TO NORTH ROOSEVELT STREET,
 DL2643'CONTINUE SOUTHEAST ON US HIGHWAYS 141 AND STATE HIGHWAY 29 (MAIN
 DL2643'STREET) FOR 40 M (131.2 FT) TO BRIDGE --B-5-141-71-- OVER THE EAST
 DL2643'RIVER AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2643'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2643'STAMPED --5L04 2007-- SET IN A DRILL HOLE IN THE TOP OF THE NORTHWEST
 DL2643'END OF THE SOUTHWEST BRIDGE PARAPET APPROXIMATELY 0.5 M (1.6 FT) ABOVE
 DL2643'THE HIGHWAY PAVEMENT.  THE STATION IS 6.5 M (21.3 FT) SOUTHWEST OF THE
 DL2643'CENTERLINE OF THE EASTBOUND LANES OF US HIGHWAY 141 AND STATE HIGHWAY
 DL2643'29 (MAIN STREET), 37.5 M (123.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DL2643'NORTH ROOSEVELT STREET, 10 CM (4 INCHES) SOUTHEAST OF THE NORTHWEST
 DL2643'END OF THE PARAPET, AND 0.4 M (1.3 FT) NORTHEAST OF A WHITE PLASTIC
 DL2643'WITNESS POST.  ---NOTE1---THE STATION IS ADJACENT TO THE NORTHEAST
 DL2643'CORNER OF A PAVED PARKING LOT.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DL2643'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DL2643'FOR A LIGHT POLE TO THE EAST EXTENDING TO 45 DEGREES ABOVE THE
 DL2643'HORIZON.
 DL2643
 DL2643                          STATION RECOVERY (2015)
 DL2643
 DL2643'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2643'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2642 ***********************************************************************
 DL2642  DESIGNATION -  5L05
 DL2642  PID         -  DL2642
 DL2642  STATE/COUNTY-  WI/BROWN
 DL2642  COUNTRY     -  US
 DL2642  USGS QUAD   -  GREEN BAY EAST (2018)
 DL2642
 DL2642                         *CURRENT SURVEY CONTROL
 DL2642  ______________________________________________________________________
 DL2642* NAD 83(1986) POSITION- 44 30 26.53   (N) 087 58 04.56   (W)   HD_HELD1
 DL2642* NAVD 88 ORTHO HEIGHT -   181.626 (meters)      595.88  (feet) ADJUSTED
 DL2642  ______________________________________________________________________
 DL2642  GEOID HEIGHT    -        -36.219 (meters)                     GEOID18
 DL2642  DYNAMIC HEIGHT  -        181.603 (meters)      595.81  (feet) COMP
 DL2642  MODELED GRAVITY -    980,489.2   (mgal)                       NAVD 88
 DL2642
 DL2642  VERT ORDER      -  SECOND    CLASS I
 DL2642
 DL2642.The horizontal coordinates were determined by differentially corrected
 DL2642.hand held GPS observations or other comparable positioning techniques
 DL2642.and have an estimated accuracy of +/- 3 meters.
 DL2642
 DL2642.The orthometric height was determined by differential leveling and
 DL2642.adjusted by the WI DEPT OF TRANSP
 DL2642.in May 2012.
 DL2642
 DL2642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2642.GEOID18 height accuracy estimate available here.
 DL2642
 DL2642.Click photographs - Photos may exist for this station.
 DL2642
 DL2642.The dynamic height is computed by dividing the NAVD 88
 DL2642.geopotential number by the normal gravity value computed on the
 DL2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2642.degrees latitude (g = 980.6199 gals.).
 DL2642
 DL2642.The modeled gravity was interpolated from observed gravity values.
 DL2642
 DL2642;                    North         East    Units  Estimated Accuracy
 DL2642;SPC WI C     -    76,919.2     761,565.9     MT  (+/- 3 meters HH1 GPS) 
 DL2642
 DL2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2306128683(NAD 83)
 DL2642
 DL2642                          SUPERSEDED SURVEY CONTROL
 DL2642
 DL2642.No superseded survey control is available for this station.
 DL2642
 DL2642_MARKER: DD = SURVEY DISK
 DL2642_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL2642_SP_SET: BRIDGE ABUTMENT
 DL2642_STAMPING: 5L05 2007
 DL2642_MARK LOGO: WIDT
 DL2642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2642+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2021
 DL2642
 DL2642  HISTORY     - Date     Condition        Report By
 DL2642  HISTORY     - 2008     MONUMENTED       WIDT
 DL2642  HISTORY     - 20080827 GOOD             WIDT
 DL2642  HISTORY     - 20151009 GOOD             WIDT
 DL2642  HISTORY     - 20211027 GOOD             USPSQD
 DL2642
 DL2642                          STATION DESCRIPTION
 DL2642
 DL2642'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2642'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 DL2642'STATE HIGHWAYS 54 AND 57 ON THE NORTHEAST SIDE OF THE CITY OF GREEN
 DL2642'BAY, GO SOUTHWEST ON STATE HIGHWAYS 54 AND 57 FOR 0.4 MILE TO
 DL2642'UNIVERSITY AVENUE, GO WEST ON STATE HIGHWAYS 54 AND 57 (UNIVERSITY
 DL2642'AVENUE) FOR 0.3 MILE TO DANZ AVENUE, TURN LEFT AND GO SOUTH ON DANZ
 DL2642'AVENUE FOR 0.38 MILE TO A BRIDGE OVER BAIRD CREEK AND THE STATION ON
 DL2642'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2642'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5L05
 DL2642'2007-- SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE SOUTH
 DL2642'BRIDGE ABUTMENT APPROXIMATELY LEVEL WITH THE STREET PAVEMENT.  THE
 DL2642'STATION IS 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF DANZ AVENUE,
 DL2642'APPROXIMATELY 110 M (360.9 FT) NORTH OF MORROW STREET, 37 M (121.4 FT)
 DL2642'NORTHWEST OF A BROWN --BAIRD CREEK PARK WAY-- WOOD SIGN POST, AND 6.4
 DL2642'M (21.0 FT) NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL2642'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DL2642'QUADRANTS EXTENDING TO 90 DEGREES AND TREES IN THE EAST QUADRANTS
 DL2642'EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
 DL2642
 DL2642                          STATION RECOVERY (2015)
 DL2642
 DL2642'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2642'RECOVERED AS DESCRIBED.
 DL2642
 DL2642                          STATION RECOVERY (2021)
 DL2642
 DL2642'RECOVERY NOTE BY US POWER SQUADRON 2021 (OJB)
 DL2642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2533 ***********************************************************************
 DL2533  DESIGNATION -  5L06
 DL2533  PID         -  DL2533
 DL2533  STATE/COUNTY-  WI/BROWN
 DL2533  COUNTRY     -  US
 DL2533  USGS QUAD   -  GREEN BAY EAST (2018)
 DL2533
 DL2533                         *CURRENT SURVEY CONTROL
 DL2533  ______________________________________________________________________
 DL2533* NAD 83(2011) POSITION- 44 31 40.15330(N) 087 54 58.89992(W)   ADJUSTED
 DL2533* NAD 83(2011) ELLIP HT-   170.897 (meters)        (04/14/17)   ADJUSTED
 DL2533* NAD 83(2011) EPOCH   -  2010.00
 DL2533* NAVD 88 ORTHO HEIGHT -   207.113 (meters)      679.50  (feet) ADJUSTED
 DL2533  ______________________________________________________________________
 DL2533  GEOID HEIGHT    -        -36.209 (meters)                     GEOID18
 DL2533  NAD 83(2011) X  -    165,599.994 (meters)                     COMP
 DL2533  NAD 83(2011) Y  - -4,551,651.240 (meters)                     COMP
 DL2533  NAD 83(2011) Z  -  4,450,212.493 (meters)                     COMP
 DL2533  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 DL2533  DYNAMIC HEIGHT  -        207.087 (meters)      679.42  (feet) COMP
 DL2533  MODELED GRAVITY -    980,489.1   (mgal)                       NAVD 88
 DL2533
 DL2533  VERT ORDER      -  SECOND    CLASS I
 DL2533
 DL2533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2533  Standards:
 DL2533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2533  -------------------------------------------------------------------
 DL2533  NETWORK    0.47   0.76           0.21   0.17   0.39      0.01046481
 DL2533  -------------------------------------------------------------------
 DL2533  Click here for local accuracies and other accuracy information.
 DL2533
 DL2533.The horizontal coordinates were established by GPS observations
 DL2533.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2533
 DL2533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2533.been affixed to the stable North American tectonic plate. See 
 DL2533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2533
 DL2533.The horizontal coordinates are valid at the epoch date displayed above
 DL2533.which is a decimal equivalence of Year/Month/Day.
 DL2533
 DL2533.The orthometric height was determined by differential leveling and
 DL2533.adjusted by the WI DEPT OF TRANSP
 DL2533.in May 2012.
 DL2533
 DL2533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2533.GEOID18 height accuracy estimate available here.
 DL2533
 DL2533.Click photographs - Photos may exist for this station.
 DL2533
 DL2533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2533
 DL2533.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2533
 DL2533.The ellipsoidal height was determined by GPS observations
 DL2533.and is referenced to NAD 83.
 DL2533
 DL2533.The dynamic height is computed by dividing the NAVD 88
 DL2533.geopotential number by the normal gravity value computed on the
 DL2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2533.degrees latitude (g = 980.6199 gals.).
 DL2533
 DL2533.The modeled gravity was interpolated from observed gravity values.
 DL2533
 DL2533. The following values were computed from the NAD 83(2011) position.
 DL2533
 DL2533;                    North         East     Units Scale Factor Converg.
 DL2533;SPC WI C     -    79,294.788   765,607.119   MT  0.99995908   +1 28 12.6
 DL2533;SPC WI C     -   260,152.98  2,511,829.36   sFT  0.99995908   +1 28 12.6
 DL2533;UTM  16      - 4,930,907.747   427,185.949   MT  0.99966520   -0 38 33.5
 DL2533
 DL2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2533!SPC WI C     -   0.99997320  x   0.99995908  =   0.99993229
 DL2533!UTM  16      -   0.99997320  x   0.99966520  =   0.99963841
 DL2533
 DL2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2718530907(NAD 83)
 DL2533
 DL2533                          SUPERSEDED SURVEY CONTROL
 DL2533
 DL2533.No superseded survey control is available for this station.
 DL2533
 DL2533_MARKER: DD = SURVEY DISK
 DL2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2533_STAMPING: 5L06 2007
 DL2533_MARK LOGO: WIDT
 DL2533_PROJECTION: FLUSH
 DL2533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2533+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2015
 DL2533
 DL2533  HISTORY     - Date     Condition        Report By
 DL2533  HISTORY     - 2008     MONUMENTED       WIDT
 DL2533  HISTORY     - 20080902 GOOD             WIDT
 DL2533  HISTORY     - 20151012 GOOD             WIDT
 DL2533
 DL2533                          STATION DESCRIPTION
 DL2533
 DL2533'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2533'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 DL2533'STATE HIGHWAYS 54 AND 57 ON THE NORTHEAST SIDE OF THE CITY OF GREEN
 DL2533'BAY, GO NORTHEAST ON STATE HIGHWAYS 54 AND 57 FOR 0.9 MILE TO COUNTY
 DL2533'HIGHWAY A NORTH (NICOLET DRIVE) AND UNIVERSITY AVENUE SOUTH, GO NORTH
 DL2533'THEN NORTHEAST ON COUNTY HIGHWAY A (NICOLET DRIVE) FOR 0.5 MILE TO
 DL2533'SOUTH CIRCLE DRIVE RIGHT, TURN RIGHT AND GO EAST ON SOUTH CIRCLE DRIVE
 DL2533'FOR 1.2 MI (1.9 KM) TO LEON BOND DRIVE AND EAST CIRCLE DRIVE AHEAD,
 DL2533'TURN LEFT AND GO NORTHWEST ON LEON BOND DRIVE FOR 0.18 MILE TO THE
 DL2533'BAIRD FOUNDATION PARKING LOT SOUTH OF THE KRESS EVENTS CENTER ON THE
 DL2533'LEFT, TURN LEFT AND GO SOUTH TO THE SOUTHEAST PARKING STALL IN THE
 DL2533'BAIRD FOUNDATION PARKING LOT AND THE STATION AHEAD.  THE STATION IS A
 DL2533'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DL2533'STATION DISK STAMPED --5L06 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2533'DIAMETER CONCRETE POST 1.7 M (5.6 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2533'APPROXIMATELY 3 M (9.8 FT) ABOVE THE PARKING LOT PAVEMENT.  THE
 DL2533'STATION IS 36.4 M (119.4 FT) SOUTH OF THE SOUTH EDGE OF THE PARKING
 DL2533'LOT, 49 M (160.8 FT) SOUTHEAST OF A METAL LIGHT POST AT THE SOUTH EDGE
 DL2533'OF THE PARKING LOT, AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT)
 DL2533'NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2533'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2533'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2533
 DL2533                          STATION RECOVERY (2015)
 DL2533
 DL2533'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2533'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2534 ***********************************************************************
 DL2534  DESIGNATION -  5L07
 DL2534  PID         -  DL2534
 DL2534  STATE/COUNTY-  WI/BROWN
 DL2534  COUNTRY     -  US
 DL2534  USGS QUAD   -  GREEN BAY EAST (2018)
 DL2534
 DL2534                         *CURRENT SURVEY CONTROL
 DL2534  ______________________________________________________________________
 DL2534* NAD 83(1986) POSITION- 44 32 18.69   (N) 087 52 52.16   (W)   HD_HELD1
 DL2534* NAVD 88 ORTHO HEIGHT -   232.903 (meters)      764.12  (feet) ADJUSTED
 DL2534  ______________________________________________________________________
 DL2534  GEOID HEIGHT    -        -36.206 (meters)                     GEOID18
 DL2534  DYNAMIC HEIGHT  -        232.874 (meters)      764.02  (feet) COMP
 DL2534  MODELED GRAVITY -    980,488.7   (mgal)                       NAVD 88
 DL2534
 DL2534  VERT ORDER      -  SECOND    CLASS I
 DL2534
 DL2534.The horizontal coordinates were determined by differentially corrected
 DL2534.hand held GPS observations or other comparable positioning techniques
 DL2534.and have an estimated accuracy of +/- 3 meters.
 DL2534
 DL2534.The orthometric height was determined by differential leveling and
 DL2534.adjusted by the WI DEPT OF TRANSP
 DL2534.in May 2012.
 DL2534
 DL2534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2534.GEOID18 height accuracy estimate available here.
 DL2534
 DL2534.Click photographs - Photos may exist for this station.
 DL2534
 DL2534.The dynamic height is computed by dividing the NAVD 88
 DL2534.geopotential number by the normal gravity value computed on the
 DL2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2534.degrees latitude (g = 980.6199 gals.).
 DL2534
 DL2534.The modeled gravity was interpolated from observed gravity values.
 DL2534
 DL2534;                    North         East    Units  Estimated Accuracy
 DL2534;SPC WI C     -    80,556.3     768,373.6     MT  (+/- 3 meters HH1 GPS) 
 DL2534
 DL2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2999632066(NAD 83)
 DL2534
 DL2534                          SUPERSEDED SURVEY CONTROL
 DL2534
 DL2534.No superseded survey control is available for this station.
 DL2534
 DL2534_MARKER: DD = SURVEY DISK
 DL2534_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL2534_SP_SET: CULVERT WINGWALL
 DL2534_STAMPING: 5L07 2007
 DL2534_MARK LOGO: WIDT
 DL2534_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2534+STABILITY: SURFACE MOTION
 DL2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2534+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2015
 DL2534
 DL2534  HISTORY     - Date     Condition        Report By
 DL2534  HISTORY     - 2008     MONUMENTED       WIDT
 DL2534  HISTORY     - 20080902 GOOD             WIDT
 DL2534  HISTORY     - 20151013 GOOD             WIDT
 DL2534
 DL2534                          STATION DESCRIPTION
 DL2534
 DL2534'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2534'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH STATE
 DL2534'HIGHWAY 54 EAST AND COUNTY HIGHWAY I WEST (ALGOMA ROAD) APPROXIMATELY
 DL2534'5 MI (8.0 KM) NORTHEAST OF THE CITY OF GREEN BAY, GO WEST ON COUNTY
 DL2534'HIGHWAY I (ALGOMA ROAD) FOR 40 M (131.2 FT) TO CULVERT --C-5-108-99--
 DL2534'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2534'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2534'STAMPED --5L07 2007-- SET IN A DRILL HOLE IN THE TOP OF THE NORTHWEST
 DL2534'CULVERT WING WALL APPROXIMATELY 2 M (6.6 FT) BELOW THE HIGHWAY
 DL2534'PAVEMENT.  THE STATION IS 11.3 M (37.1 FT) NORTH OF THE CENTERLINE OF
 DL2534'THE WESTBOUND LANES OF COUNTY HIGHWAY I (ALGOMA ROAD), 44.5 M (146.0
 DL2534'FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND STATE HIGHWAY 57 OFF
 DL2534'RAMP, 39.5 M (129.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 DL2534'OF STATE HIGHWAY 57, 19.9 M (65.3 FT) EAST OF A --NO RIGHT TURN-- AND
 DL2534'--DO NOT ENTER-- WOOD SIGN POST, AND 0.7 M (2.3 FT) SOUTH-SOUTHEAST OF
 DL2534'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2534'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2534
 DL2534                          STATION RECOVERY (2015)
 DL2534
 DL2534'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2534'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2535 ***********************************************************************
 DL2535  DESIGNATION -  5L08
 DL2535  PID         -  DL2535
 DL2535  STATE/COUNTY-  WI/BROWN
 DL2535  COUNTRY     -  US
 DL2535  USGS QUAD   -  GREEN BAY EAST (2018)
 DL2535
 DL2535                         *CURRENT SURVEY CONTROL
 DL2535  ______________________________________________________________________
 DL2535* NAD 83(1986) POSITION- 44 33 38.34   (N) 087 52 50.58   (W)   HD_HELD1
 DL2535* NAVD 88 ORTHO HEIGHT -   223.380 (meters)      732.87  (feet) ADJUSTED
 DL2535  ______________________________________________________________________
 DL2535  GEOID HEIGHT    -        -36.233 (meters)                     GEOID18
 DL2535  DYNAMIC HEIGHT  -        223.353 (meters)      732.78  (feet) COMP
 DL2535  MODELED GRAVITY -    980,491.3   (mgal)                       NAVD 88
 DL2535
 DL2535  VERT ORDER      -  SECOND    CLASS I
 DL2535
 DL2535.The horizontal coordinates were determined by differentially corrected
 DL2535.hand held GPS observations or other comparable positioning techniques
 DL2535.and have an estimated accuracy of +/- 3 meters.
 DL2535
 DL2535.The orthometric height was determined by differential leveling and
 DL2535.adjusted by the WI DEPT OF TRANSP
 DL2535.in May 2012.
 DL2535
 DL2535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2535.GEOID18 height accuracy estimate available here.
 DL2535
 DL2535.Click photographs - Photos may exist for this station.
 DL2535
 DL2535.The dynamic height is computed by dividing the NAVD 88
 DL2535.geopotential number by the normal gravity value computed on the
 DL2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2535.degrees latitude (g = 980.6199 gals.).
 DL2535
 DL2535.The modeled gravity was interpolated from observed gravity values.
 DL2535
 DL2535;                    North         East    Units  Estimated Accuracy
 DL2535;SPC WI C     -    83,014.8     768,344.3     MT  (+/- 3 meters HH1 GPS) 
 DL2535
 DL2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3005734523(NAD 83)
 DL2535
 DL2535                          SUPERSEDED SURVEY CONTROL
 DL2535
 DL2535.No superseded survey control is available for this station.
 DL2535
 DL2535_MARKER: DD = SURVEY DISK
 DL2535_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL2535_SP_SET: BRIDGE ABUTMENT
 DL2535_STAMPING: 5L08 2007
 DL2535_MARK LOGO: WIDT
 DL2535_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2535+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2015
 DL2535
 DL2535  HISTORY     - Date     Condition        Report By
 DL2535  HISTORY     - 2007     MONUMENTED       WIDT
 DL2535  HISTORY     - 20080903 GOOD             WIDT
 DL2535  HISTORY     - 20151014 GOOD             WIDT
 DL2535
 DL2535                          STATION DESCRIPTION
 DL2535
 DL2535'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2535'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH STATE
 DL2535'HIGHWAY 54 EAST ON THE NORTHEAST SIDE OF THE CITY OF GREEN BAY, GO
 DL2535'NORTH ON STATE HIGHWAY 57 FOR 0.5 MILE TO BRIDGE --B-5-368-- AND THE
 DL2535'STATION IN THE MEDIAN ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DL2535'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2535'STAMPED --5L08 2007-- SET IN A DRILL HOLE IN THE TOP OF THE WEST END
 DL2535'OF THE NORTH BRIDGE ABUTMENT APPROXIMATELY LEVEL WITH THE HIGHWAY
 DL2535'PAVEMENT.  THE STATION IS 6.0 M (19.7 FT) WEST OF THE CENTERLINE OF
 DL2535'THE NORTHBOUND LANES OF STATE HIGHWAY 57, 1.0 MILE SOUTH OF COUNTY
 DL2535'HIGHWAY K EAST, AND 0.47 MILE SOUTH OF VAN LANDEN ROAD.
 DL2535'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2535'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2535
 DL2535                          STATION RECOVERY (2015)
 DL2535
 DL2535'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2535'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2536 ***********************************************************************
 DL2536  DESIGNATION -  5L09
 DL2536  PID         -  DL2536
 DL2536  STATE/COUNTY-  WI/BROWN
 DL2536  COUNTRY     -  US
 DL2536  USGS QUAD   -  NEW FRANKEN (2018)
 DL2536
 DL2536                         *CURRENT SURVEY CONTROL
 DL2536  ______________________________________________________________________
 DL2536* NAD 83(1986) POSITION- 44 35 35.13   (N) 087 51 49.31   (W)   HD_HELD1
 DL2536* NAVD 88 ORTHO HEIGHT -   221.329 (meters)      726.14  (feet) ADJUSTED
 DL2536  ______________________________________________________________________
 DL2536  GEOID HEIGHT    -        -36.272 (meters)                     GEOID18
 DL2536  DYNAMIC HEIGHT  -        221.303 (meters)      726.06  (feet) COMP
 DL2536  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 DL2536
 DL2536  VERT ORDER      -  SECOND    CLASS I
 DL2536
 DL2536.The horizontal coordinates were determined by differentially corrected
 DL2536.hand held GPS observations or other comparable positioning techniques
 DL2536.and have an estimated accuracy of +/- 3 meters.
 DL2536
 DL2536.The orthometric height was determined by differential leveling and
 DL2536.adjusted by the NATIONAL GEODETIC SURVEY
 DL2536.in February 2017.
 DL2536
 DL2536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2536.GEOID18 height accuracy estimate available here.
 DL2536
 DL2536.Click photographs - Photos may exist for this station.
 DL2536
 DL2536.The dynamic height is computed by dividing the NAVD 88
 DL2536.geopotential number by the normal gravity value computed on the
 DL2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2536.degrees latitude (g = 980.6199 gals.).
 DL2536
 DL2536.The modeled gravity was interpolated from observed gravity values.
 DL2536
 DL2536;                    North         East    Units  Estimated Accuracy
 DL2536;SPC WI C     -    86,653.9     769,601.1     MT  (+/- 3 meters HH1 GPS) 
 DL2536
 DL2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3144738112(NAD 83)
 DL2536
 DL2536                          SUPERSEDED SURVEY CONTROL
 DL2536
 DL2536  NAVD 88 (05/08/12)  221.346  (m)          726.20   (f) SUPERSEDED  2 1
 DL2536
 DL2536.Superseded values are not recommended for survey control.
 DL2536
 DL2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2536.See file dsdata.pdf to determine how the superseded data were derived.
 DL2536
 DL2536_MARKER: DD = SURVEY DISK
 DL2536_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2536_SP_SET: RETAINING WALL
 DL2536_STAMPING: 5L09 2007
 DL2536_MARK LOGO: WIDT
 DL2536_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2536+STABILITY: SURFACE MOTION
 DL2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2536+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2015
 DL2536
 DL2536  HISTORY     - Date     Condition        Report By
 DL2536  HISTORY     - 2007     MONUMENTED       WIDT
 DL2536  HISTORY     - 20080903 GOOD             WIDT
 DL2536  HISTORY     - 20151014 GOOD             WIDT
 DL2536
 DL2536                          STATION DESCRIPTION
 DL2536
 DL2536'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2536'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2536'HIGHWAY K EAST APPROXIMATELY 4 MI (6.4 KM) NORTHWEST OF THE COMMUNITY
 DL2536'OF NEW FRANKEN, GO NORTH ON STATE HIGHWAY 57 AND COUNTY HIGHWAY K FOR
 DL2536'0.5 MILE TO COUNTY HIGHWAY K WEST LEFT, CONTINUE NORTH ON STATE
 DL2536'HIGHWAY 57 FOR 0.84 MILE TO CONCRETE RETAINING WALL --R-5-18-- AND THE
 DL2536'STATION ON THE RIGHT.  THE STATION IS AN ALUMINUM WIS. DEPT. OF
 DL2536'TRANSPORTATION VERTICAL CONTROL DISK STAMPED --5L09 2007-- SET IN A
 DL2536'DRILL HOLE IN THE TOP OF THE SOUTH END OF THE CONCRETE RETAINING WALL
 DL2536'APPROXIMATELY 0.8 M (2.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION
 DL2536'IS 7.3 M (24.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 DL2536'STATE HIGHWAY 57, 0.22 MILE SOUTH OF GIBSON LANE EAST AND THE NORTH
 DL2536'END OF WEQUIOCK ROAD WEST, 0.08 MILE SOUTH OF THE ENTRANCE TO THE
 DL2536'--PLEASANT HILL CEMETERY-- AND A HIGHWAY TURN AROUND, 19.0 M (62.3 FT)
 DL2536'NORTH OF A --SCHOOL BUS STOP AHEAD-- WOOD SIGN POST, 1.5 M (4.9 FT)
 DL2536'NORTH OF THE SOUTH END OF THE RETAINING WALL, AND 1.7 M (5.6 FT) NORTH
 DL2536'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DL2536'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2536'HORIZON.
 DL2536
 DL2536                          STATION RECOVERY (2015)
 DL2536
 DL2536'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2536'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2537 ***********************************************************************
 DL2537  DESIGNATION -  5L10
 DL2537  PID         -  DL2537
 DL2537  STATE/COUNTY-  WI/BROWN
 DL2537  COUNTRY     -  US
 DL2537  USGS QUAD   -  NEW FRANKEN (2018)
 DL2537
 DL2537                         *CURRENT SURVEY CONTROL
 DL2537  ______________________________________________________________________
 DL2537* NAD 83(2011) POSITION- 44 36 56.83171(N) 087 49 49.98040(W)   ADJUSTED
 DL2537* NAD 83(2011) ELLIP HT-   186.632 (meters)        (04/14/17)   ADJUSTED
 DL2537* NAD 83(2011) EPOCH   -  2010.00
 DL2537* NAVD 88 ORTHO HEIGHT -   222.932 (meters)      731.40  (feet) ADJUSTED
 DL2537  ______________________________________________________________________
 DL2537  GEOID HEIGHT    -        -36.299 (meters)                     GEOID18
 DL2537  NAD 83(2011) X  -    172,157.466 (meters)                     COMP
 DL2537  NAD 83(2011) Y  - -4,544,553.850 (meters)                     COMP
 DL2537  NAD 83(2011) Z  -  4,457,187.238 (meters)                     COMP
 DL2537  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 DL2537  DYNAMIC HEIGHT  -        222.907 (meters)      731.32  (feet) COMP
 DL2537  MODELED GRAVITY -    980,497.7   (mgal)                       NAVD 88
 DL2537
 DL2537  VERT ORDER      -  SECOND    CLASS I
 DL2537
 DL2537  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2537  Standards:
 DL2537         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2537            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2537  -------------------------------------------------------------------
 DL2537  NETWORK    0.50   0.82           0.22   0.19   0.42     -0.07817001
 DL2537  -------------------------------------------------------------------
 DL2537  Click here for local accuracies and other accuracy information.
 DL2537
 DL2537.The horizontal coordinates were established by GPS observations
 DL2537.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2537
 DL2537.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2537.been affixed to the stable North American tectonic plate. See 
 DL2537.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2537
 DL2537.The horizontal coordinates are valid at the epoch date displayed above
 DL2537.which is a decimal equivalence of Year/Month/Day.
 DL2537
 DL2537.The orthometric height was determined by differential leveling and
 DL2537.adjusted by the NATIONAL GEODETIC SURVEY
 DL2537.in February 2017.
 DL2537
 DL2537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2537.GEOID18 height accuracy estimate available here.
 DL2537
 DL2537.Click photographs - Photos may exist for this station.
 DL2537
 DL2537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2537
 DL2537.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2537
 DL2537.The ellipsoidal height was determined by GPS observations
 DL2537.and is referenced to NAD 83.
 DL2537
 DL2537.The dynamic height is computed by dividing the NAVD 88
 DL2537.geopotential number by the normal gravity value computed on the
 DL2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2537.degrees latitude (g = 980.6199 gals.).
 DL2537
 DL2537.The modeled gravity was interpolated from observed gravity values.
 DL2537
 DL2537. The following values were computed from the NAD 83(2011) position.
 DL2537
 DL2537;                    North         East     Units Scale Factor Converg.
 DL2537;SPC WI C     -    89,244.570   772,164.656   MT  0.99995098   +1 31 50.6
 DL2537;SPC WI C     -   292,796.56  2,533,343.54   sFT  0.99995098   +1 31 50.6
 DL2537;UTM  16      - 4,940,606.062   434,103.910   MT  0.99965340   -0 35 00.1
 DL2537
 DL2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2537!SPC WI C     -   0.99997074  x   0.99995098  =   0.99992172
 DL2537!UTM  16      -   0.99997074  x   0.99965340  =   0.99962415
 DL2537
 DL2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3410340606(NAD 83)
 DL2537
 DL2537                          SUPERSEDED SURVEY CONTROL
 DL2537
 DL2537  NAVD 88 (05/08/12)  222.933  (m)          731.41   (f) SUPERSEDED  2 1
 DL2537
 DL2537.Superseded values are not recommended for survey control.
 DL2537
 DL2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2537.See file dsdata.pdf to determine how the superseded data were derived.
 DL2537
 DL2537_MARKER: DD = SURVEY DISK
 DL2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2537_STAMPING: 5L10 2007
 DL2537_MARK LOGO: WIDT
 DL2537_PROJECTION: FLUSH
 DL2537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2537+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2025
 DL2537
 DL2537  HISTORY     - Date     Condition        Report By
 DL2537  HISTORY     - 2008     MONUMENTED       WIDT
 DL2537  HISTORY     - 20080904 GOOD             WIDT
 DL2537  HISTORY     - 20151014 GOOD             WIDT
 DL2537  HISTORY     - 20251018 GOOD             USPSQD
 DL2537
 DL2537                          STATION DESCRIPTION
 DL2537
 DL2537'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2537'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 (STURGEON
 DL2537'BAY ROAD) WITH COUNTY HIGHWAY T SOUTH (NEW FRANKEN ROAD) AND COUNTY
 DL2537'HIGHWAY A WEST (NICOLET DRIVE) APPROXIMATELY 1 MILE NORTHEAST OF THE
 DL2537'COMMUNITY OF BENDERVILLE, GO SOUTHWEST ON STATE HIGHWAY 57 FOR 1.1 MI
 DL2537'(1.8 KM) TO A CROSSOVER, TURN LEFT 180 DEGREES AND GO NORTHEAST ON
 DL2537'STATE HIGHWAY 57 FOR 0.76 MILE TO THE STATION ON THE RIGHT.
 DL2537'
 DL2537'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2537'GEODETIC SURVEY CONTROL STATION DISK STAMPED---5L10 2007---, SET IN
 DL2537'THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE COLUMN KEYED INTO
 DL2537'BEDROCK, PROJECTING 0.8 M (2.6 FT) ABOVE THE BEDROCK, FLUSH WITH THE
 DL2537'GROUND, AND APPROXIMATELY 2 M (6.6 FT) BELOW THE HIGHWAY PAVEMENT.
 DL2537'
 DL2537'THE STATION IS 17.5 M (57.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DL2537'NORTHBOUND LANES OF STATE HIGHWAY 57, 0.35 MILE SOUTHWEST OF COUNTY
 DL2537'HIGHWAY T, APPROXIMATELY 127 M (416.7 FT) SOUTHWEST OF A BLUE
 DL2537''GAS/FOOD' HIGHWAY INFORMATION SIGN, 3.9 M (12.8 FT) WEST OF A YELLOW
 DL2537'4X4 PLASTIC RIGHT-OF-WAY POST, 2.5 M (8.2 FT) NORTHWEST OF A WOVEN
 DL2537'RIGHT-OF-WAY FENCE, AND 1.0 M (3.3 FT) SOUTHEAST, 1.0 M (3.3 FT)
 DL2537'NORTH, AND 1.0 M (3.3 FT) SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 DL2537'POSTS.  NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2537'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2537
 DL2537                          STATION RECOVERY (2015)
 DL2537
 DL2537'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2537'RECOVERED AS DESCRIBED.
 DL2537
 DL2537                          STATION RECOVERY (2025)
 DL2537
 DL2537'RECOVERY NOTE BY US POWER SQUADRON 2025 (OJB)
 DL2537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2538 ***********************************************************************
 DL2538  DESIGNATION -  5L11
 DL2538  PID         -  DL2538
 DL2538  STATE/COUNTY-  WI/BROWN
 DL2538  COUNTRY     -  US
 DL2538  USGS QUAD   -  DYCKESVILLE (2018)
 DL2538
 DL2538                         *CURRENT SURVEY CONTROL
 DL2538  ______________________________________________________________________
 DL2538* NAD 83(1986) POSITION- 44 38 01.23   (N) 087 48 16.14   (W)   HD_HELD1
 DL2538* NAVD 88 ORTHO HEIGHT -   214.028 (meters)      702.19  (feet) ADJUSTED
 DL2538  ______________________________________________________________________
 DL2538  GEOID HEIGHT    -        -36.328 (meters)                     GEOID18
 DL2538  DYNAMIC HEIGHT  -        214.004 (meters)      702.11  (feet) COMP
 DL2538  MODELED GRAVITY -    980,502.0   (mgal)                       NAVD 88
 DL2538
 DL2538  VERT ORDER      -  SECOND    CLASS I
 DL2538
 DL2538.The horizontal coordinates were determined by differentially corrected
 DL2538.hand held GPS observations or other comparable positioning techniques
 DL2538.and have an estimated accuracy of +/- 3 meters.
 DL2538
 DL2538.The orthometric height was determined by differential leveling and
 DL2538.adjusted by the NATIONAL GEODETIC SURVEY
 DL2538.in February 2017.
 DL2538
 DL2538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2538.GEOID18 height accuracy estimate available here.
 DL2538
 DL2538.Click photographs - Photos may exist for this station.
 DL2538
 DL2538.The dynamic height is computed by dividing the NAVD 88
 DL2538.geopotential number by the normal gravity value computed on the
 DL2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2538.degrees latitude (g = 980.6199 gals.).
 DL2538
 DL2538.The modeled gravity was interpolated from observed gravity values.
 DL2538
 DL2538;                    North         East    Units  Estimated Accuracy
 DL2538;SPC WI C     -    91,287.2     774,179.0     MT  (+/- 3 meters HH1 GPS) 
 DL2538
 DL2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3619142572(NAD 83)
 DL2538
 DL2538                          SUPERSEDED SURVEY CONTROL
 DL2538
 DL2538  NAVD 88 (05/08/12)  214.034  (m)          702.21   (f) SUPERSEDED  2 1
 DL2538
 DL2538.Superseded values are not recommended for survey control.
 DL2538
 DL2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2538.See file dsdata.pdf to determine how the superseded data were derived.
 DL2538
 DL2538_MARKER: DD = SURVEY DISK
 DL2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2538_STAMPING: 5L11 2007
 DL2538_MARK LOGO: WIDT
 DL2538_PROJECTION: FLUSH
 DL2538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2538+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2025
 DL2538
 DL2538  HISTORY     - Date     Condition        Report By
 DL2538  HISTORY     - 2008     MONUMENTED       WIDT
 DL2538  HISTORY     - 20080904 GOOD             WIDT
 DL2538  HISTORY     - 20151015 GOOD             WIDT
 DL2538  HISTORY     - 20251018 GOOD             USPSQD
 DL2538
 DL2538                          STATION DESCRIPTION
 DL2538
 DL2538'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2538'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2538'HIGHWAY P SOUTH AND COUNTY HIGHWAY DK NORTH APPROXIMATELY 1 MILE
 DL2538'SOUTHWEST OF THE COMMUNITY OF DYCKESVILLE, GO WEST ON STATE HIGHWAY 57
 DL2538'SOUTH FOR 1.4 MI (2.3 KM) TO BAYSHORE PARK ROAD RIGHT, TURN RIGHT AND
 DL2538'GO NORTH ON BAYSHORE PARK ROAD FOR 40 M (131.2 FT) TO THE STATION ON
 DL2538'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2538'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5L11
 DL2538'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.0
 DL2538'M (6.6 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY LEVEL WITH
 DL2538'THE ROAD PAVEMENT.  THE STATION IS 10.3 M (33.8 FT) WEST OF THE
 DL2538'CENTERLINE OF BAYSHORE PARK ROAD, 27.1 M (88.9 FT) NORTH OF A --STOP--
 DL2538'SIGN WOOD POST, 26.9 M (88.3 FT) SOUTH OF THE CENTERLINE OF SUNSET
 DL2538'BLUFF DRIVE, 19.8 M (65.0 FT) WEST-NORTHWEST OF A --SPEED LIMIT 25--
 DL2538'WOOD SIGN POST, AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST, AND
 DL2538'1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2538'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2538'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2538
 DL2538                          STATION RECOVERY (2015)
 DL2538
 DL2538'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2538'RECOVERED AS DESCRIBED.
 DL2538
 DL2538                          STATION RECOVERY (2025)
 DL2538
 DL2538'RECOVERY NOTE BY US POWER SQUADRON 2025 (OJB)
 DL2538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2539 ***********************************************************************
 DL2539  DESIGNATION -  5L12
 DL2539  PID         -  DL2539
 DL2539  STATE/COUNTY-  WI/KEWAUNEE
 DL2539  COUNTRY     -  US
 DL2539  USGS QUAD   -  DYCKESVILLE (2018)
 DL2539
 DL2539                         *CURRENT SURVEY CONTROL
 DL2539  ______________________________________________________________________
 DL2539* NAD 83(1986) POSITION- 44 38 01.2    (N) 087 45 43.5    (W)   HD_HELD2
 DL2539* NAVD 88 ORTHO HEIGHT -   189.081 (meters)      620.34  (feet) ADJUSTED
 DL2539  ______________________________________________________________________
 DL2539  GEOID HEIGHT    -        -36.333 (meters)                     GEOID18
 DL2539  DYNAMIC HEIGHT  -        189.060 (meters)      620.27  (feet) COMP
 DL2539  MODELED GRAVITY -    980,505.0   (mgal)                       NAVD 88
 DL2539
 DL2539  VERT ORDER      -  SECOND    CLASS I
 DL2539
 DL2539.The horizontal coordinates were established by autonomous hand held GPS
 DL2539.observations and have an estimated accuracy of +/- 10 meters.
 DL2539
 DL2539.The orthometric height was determined by differential leveling and
 DL2539.adjusted by the WI DEPT OF TRANSP
 DL2539.in May 2012.
 DL2539
 DL2539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2539.GEOID18 height accuracy estimate available here.
 DL2539
 DL2539.Click photographs - Photos may exist for this station.
 DL2539
 DL2539.The dynamic height is computed by dividing the NAVD 88
 DL2539.geopotential number by the normal gravity value computed on the
 DL2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2539.degrees latitude (g = 980.6199 gals.).
 DL2539
 DL2539.The modeled gravity was interpolated from observed gravity values.
 DL2539
 DL2539;                    North         East    Units  Estimated Accuracy
 DL2539;SPC WI C     -    91,378.      777,542.      MT  (+/- 10 meters HH2 GPS)
 DL2539
 DL2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3955442539(NAD 83)
 DL2539
 DL2539                          SUPERSEDED SURVEY CONTROL
 DL2539
 DL2539.No superseded survey control is available for this station.
 DL2539
 DL2539_MARKER: DD = SURVEY DISK
 DL2539_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2539_SP_SET: CULVERT HEADWALL
 DL2539_STAMPING: 5L12 2007
 DL2539_MARK LOGO: WIDT
 DL2539_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2539+STABILITY: SURFACE MOTION
 DL2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2539+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2015
 DL2539
 DL2539  HISTORY     - Date     Condition        Report By
 DL2539  HISTORY     - 2007     MONUMENTED       WIDT
 DL2539  HISTORY     - 20080905 GOOD             WIDT
 DL2539  HISTORY     - 20150901 GOOD             WIDT
 DL2539
 DL2539                          STATION DESCRIPTION
 DL2539
 DL2539'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2539'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2539'HIGHWAY P SOUTH AND COUNTY HIGHWAY DK NORTH APPROXIMATELY 1 MILE SOUTH
 DL2539'OF THE COMMUNITY OF DYKESVILLE, GO EAST ON STATE HIGHWAY 57 FOR 0.64
 DL2539'MILE TO THE BROWN-KEWAUNEE COUNTY LINE, CONTINUE EAST ON STATE HIGHWAY
 DL2539'57 FOR 20 M (164.0 FT) TO BOX CULVERT --C-31-34-- AND THE STATION ON
 DL2539'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2539'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5L12
 DL2539'2007-- SET IN A DRILL HOLE IN THE TOP OF THE EAST END OF THE SOUTH
 DL2539'CULVERT HEADWALL APPROXIMATELY 5 M (16.4 FT) BELOW THE HIGHWAY
 DL2539'PAVEMENT.  THE STATION IS 26.8 M (87.9 FT) SOUTH OF THE CENTERLINE OF
 DL2539'THE NORTHBOUND LANES OF STATE HIGHWAY 57, 47.8 M (156.8 FT) EAST OF A
 DL2539'POWER POLE WITH WIRES CROSSING OVER THE HIGHWAY, 28.5 M (93.5 FT)
 DL2539'SOUTHWEST OF AN --ADOPT-A-HIGHWAY-- WOOD SIGN POST, 16.5 M (54.1 FT)
 DL2539'NORTHEAST OF A YELLOW PLASTIC RIGHT-OF-WAY POST, 15.5 M (50.9 FT)
 DL2539'NORTHEAST OF A CHAIN LINK FENCE CORNER POST, 3.4 M (11.2 FT) EAST OF A
 DL2539'WIS. DEPT. OF TRANSPORTATION VERTICAL CONTROL DISK SET IN THE TOP OF
 DL2539'THE SOUTHWEST WING WALL, 15 CM (6 INCHES) NORTH OF THE SOUTH EDGE AND
 DL2539'13 CM (5 INCHES) WEST OF THE EAST END OF THE CULVERT HEADWALL, AND 0.8
 DL2539'M (2.6 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DL2539'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DL2539'ABOVE THE HORIZON.
 DL2539
 DL2539                          STATION RECOVERY (2015)
 DL2539
 DL2539'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2539'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2516 ***********************************************************************
 DQ2516  DESIGNATION -  5L13
 DQ2516  PID         -  DQ2516
 DQ2516  STATE/COUNTY-  WI/DOOR
 DQ2516  COUNTRY     -  US
 DQ2516  USGS QUAD   -  NAMUR (2018)
 DQ2516
 DQ2516                         *CURRENT SURVEY CONTROL
 DQ2516  ______________________________________________________________________
 DQ2516* NAD 83(2011) POSITION- 44 41 20.51343(N) 087 43 10.36771(W)   ADJUSTED
 DQ2516* NAD 83(2011) ELLIP HT-   154.535 (meters)        (04/14/17)   ADJUSTED
 DQ2516* NAD 83(2011) EPOCH   -  2010.00
 DQ2516* NAVD 88 ORTHO HEIGHT -   190.940 (meters)      626.44  (feet) ADJUSTED
 DQ2516  ______________________________________________________________________
 DQ2516  GEOID HEIGHT    -        -36.400 (meters)                     GEOID18
 DQ2516  NAD 83(2011) X  -    180,733.118 (meters)                     COMP
 DQ2516  NAD 83(2011) Y  - -4,538,472.988 (meters)                     COMP
 DQ2516  NAD 83(2011) Z  -  4,462,955.027 (meters)                     COMP
 DQ2516  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 DQ2516  DYNAMIC HEIGHT  -        190.919 (meters)      626.37  (feet) COMP
 DQ2516  MODELED GRAVITY -    980,505.5   (mgal)                       NAVD 88
 DQ2516
 DQ2516  VERT ORDER      -  SECOND    CLASS I
 DQ2516
 DQ2516  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2516  Standards:
 DQ2516         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2516            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2516  -------------------------------------------------------------------
 DQ2516  NETWORK    0.46   0.74           0.20   0.17   0.38     -0.13294487
 DQ2516  -------------------------------------------------------------------
 DQ2516  Click here for local accuracies and other accuracy information.
 DQ2516
 DQ2516.The horizontal coordinates were established by GPS observations
 DQ2516.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2516
 DQ2516.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2516.been affixed to the stable North American tectonic plate. See 
 DQ2516.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2516
 DQ2516.The horizontal coordinates are valid at the epoch date displayed above
 DQ2516.which is a decimal equivalence of Year/Month/Day.
 DQ2516
 DQ2516.The orthometric height was determined by differential leveling and
 DQ2516.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2516.in February 2017.
 DQ2516
 DQ2516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2516.GEOID18 height accuracy estimate available here.
 DQ2516
 DQ2516.Click photographs - Photos may exist for this station.
 DQ2516
 DQ2516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2516
 DQ2516.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2516
 DQ2516.The ellipsoidal height was determined by GPS observations
 DQ2516.and is referenced to NAD 83.
 DQ2516
 DQ2516.The dynamic height is computed by dividing the NAVD 88
 DQ2516.geopotential number by the normal gravity value computed on the
 DQ2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2516.degrees latitude (g = 980.6199 gals.).
 DQ2516
 DQ2516.The modeled gravity was interpolated from observed gravity values.
 DQ2516
 DQ2516. The following values were computed from the NAD 83(2011) position.
 DQ2516
 DQ2516;                    North         East     Units Scale Factor Converg.
 DQ2516;SPC WI C     -    97,621.644   780,742.954   MT  0.99994601   +1 36 32.5
 DQ2516;SPC WI C     -   320,280.34  2,561,487.51   sFT  0.99994601   +1 36 32.5
 DQ2516;UTM  16      - 4,948,658.477   442,982.784   MT  0.99963998   -0 30 21.7
 DQ2516
 DQ2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2516!SPC WI C     -   0.99997577  x   0.99994601  =   0.99992178
 DQ2516!UTM  16      -   0.99997577  x   0.99963998  =   0.99961576
 DQ2516
 DQ2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4298248658(NAD 83)
 DQ2516
 DQ2516                          SUPERSEDED SURVEY CONTROL
 DQ2516
 DQ2516.No superseded survey control is available for this station.
 DQ2516
 DQ2516_MARKER: DD = SURVEY DISK
 DQ2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2516_STAMPING: 5L13 2014
 DQ2516_MARK LOGO: WIDT
 DQ2516_PROJECTION: FLUSH
 DQ2516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2516+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2016
 DQ2516
 DQ2516  HISTORY     - Date     Condition        Report By
 DQ2516  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2516  HISTORY     - 20150902 GOOD             WIDT
 DQ2516  HISTORY     - 20161116 GOOD             WIDT
 DQ2516
 DQ2516                          STATION DESCRIPTION
 DQ2516
 DQ2516'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2516'THE STATION IS 15 MI (24.1 KM) NORTHWEST OF ALGOMA, 10 MI (16.1 KM)
 DQ2516'NORTH OF LUXEMBURG, AND 6 MI (9.7 KM) SOUTHWEST OF BRUSSELS.
 DQ2516'
 DQ2516'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DQ2516'HIGHWAY Y ABOUT 3 MI (4.8 KM) SOUTHWEST OF THE COMMUNITY OF BRUSSELS,
 DQ2516'GO SOUTHWEST ON STATE HIGHWAY 57 FOR 1.0 MI (1.6 KM) TO COUNTY HIGHWAY
 DQ2516'D.  CONTINUE SOUTHWEST ON STATE HIGHWAY 57 FOR 2.2 MI (3.5 KM) TO A
 DQ2516'MEDIAN CROSSOVER AND THE STATION ON THE RIGHT.
 DQ2516'
 DQ2516'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2516'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2516'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2516'ROAD GRADE.  THE STATION IS 13.5 M (44.3 FT) NORTHWEST OF THE
 DQ2516'CENTERLINE OF SOUTHBOUND STATE HIGHWAY 57, 10.7 M (35.1 FT) SOUTHEAST
 DQ2516'OF A RIGHT-OF-WAY FENCE, 8 M (26.2 FT) SOUTHWEST OF EXTENDED CENTER OF
 DQ2516'A MEDIAN CROSSOVER, 4 M (13.1 FT) SOUTHWEST OF THE EXTENDED CENTER OF
 DQ2516'A DRIVEWAY FOR A SMALL A-FRAME STRUCTURE -357 COUNTY HIGHWAY DK-, AND
 DQ2516'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ2516'WITNESS POSTS.
 DQ2516'
 DQ2516'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2516'DEGREES ABOVE THE HORIZON.
 DQ2516
 DQ2516                          STATION RECOVERY (2016)
 DQ2516
 DQ2516'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DQ2516'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2515 ***********************************************************************
 DQ2515  DESIGNATION -  5L14
 DQ2515  PID         -  DQ2515
 DQ2515  STATE/COUNTY-  WI/DOOR
 DQ2515  COUNTRY     -  US
 DQ2515  USGS QUAD   -  NAMUR (2018)
 DQ2515
 DQ2515                         *CURRENT SURVEY CONTROL
 DQ2515  ______________________________________________________________________
 DQ2515* NAD 83(1986) POSITION- 44 42 19.1    (N) 087 42 21.0    (W)   HD_HELD2
 DQ2515* NAVD 88 ORTHO HEIGHT -   190.516 (meters)      625.05  (feet) ADJUSTED
 DQ2515  ______________________________________________________________________
 DQ2515  GEOID HEIGHT    -        -36.419 (meters)                     GEOID18
 DQ2515  DYNAMIC HEIGHT  -        190.495 (meters)      624.98  (feet) COMP
 DQ2515  MODELED GRAVITY -    980,506.2   (mgal)                       NAVD 88
 DQ2515
 DQ2515  VERT ORDER      -  SECOND    CLASS I
 DQ2515
 DQ2515.The horizontal coordinates were established by autonomous hand held GPS
 DQ2515.observations and have an estimated accuracy of +/- 10 meters.
 DQ2515
 DQ2515.The orthometric height was determined by differential leveling and
 DQ2515.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2515.in January 2018.
 DQ2515
 DQ2515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2515.GEOID18 height accuracy estimate available here.
 DQ2515
 DQ2515.Click photographs - Photos may exist for this station.
 DQ2515
 DQ2515.The dynamic height is computed by dividing the NAVD 88
 DQ2515.geopotential number by the normal gravity value computed on the
 DQ2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2515.degrees latitude (g = 980.6199 gals.).
 DQ2515
 DQ2515.The modeled gravity was interpolated from observed gravity values.
 DQ2515
 DQ2515;                    North         East    Units  Estimated Accuracy
 DQ2515;SPC WI C     -    99,460.      781,778.      MT  (+/- 10 meters HH2 GPS)
 DQ2515
 DQ2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4408550456(NAD 83)
 DQ2515
 DQ2515                          SUPERSEDED SURVEY CONTROL
 DQ2515
 DQ2515  NAVD 88 (02/27/17)  190.525  (m)          625.08   (f) SUPERSEDED  2 1
 DQ2515
 DQ2515.Superseded values are not recommended for survey control.
 DQ2515
 DQ2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ2515.See file dsdata.pdf to determine how the superseded data were derived.
 DQ2515
 DQ2515_MARKER: DD = SURVEY DISK
 DQ2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2515_STAMPING: 5L14 2014
 DQ2515_MARK LOGO: WIDT
 DQ2515_PROJECTION: FLUSH
 DQ2515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2515+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2016
 DQ2515
 DQ2515  HISTORY     - Date     Condition        Report By
 DQ2515  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2515  HISTORY     - 20150902 GOOD             WIDT
 DQ2515  HISTORY     - 20161116 GOOD             WIDT
 DQ2515
 DQ2515                          STATION DESCRIPTION
 DQ2515
 DQ2515'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2515'THE STATION IS 15 MI (24.1 KM) NORTHWEST OF ALGOMA, 11 MI (17.7 KM)
 DQ2515'NORTH OF LUXEMBURG AND 4.5 MI (7.2 KM) SOUTHWEST OF BRUSSELS.
 DQ2515'
 DQ2515'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DQ2515'HIGHWAY Y ABOUT 3 MI (4.8 KM) SOUTHWEST OF THE COMMUNITY OF BRUSSELS,
 DQ2515'GO SOUTHWEST ON STATE HIGHWAY 57 FOR 1.0 MI (1.6 KM) TO COUNTY HIGHWAY
 DQ2515'D.  CONTINUE SOUTHWEST ON COUNTY HIGHWAY D FOR 0.8 MI (1.3 KM) TO A
 DQ2515'MEDIAN CROSS-OVER.  CONTINUE SOUTHWEST ON STATE HIGHWAY 57 FOR 0.1 MI
 DQ2515'(0.2 KM) TO THE STATION ON THE RIGHT.
 DQ2515'
 DQ2515'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2515'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2515'INCHES) DIAMETER CONCRETE POST, ABOUT 0.7 M (2.3 FT) HIGHER THAN THE
 DQ2515'ROAD GRADE.  THE STATION IS 22.5 M (73.8 FT) NORTHWEST OF THE
 DQ2515'CENTERLINE OF SOUTHBOUND STATE HIGHWAY 57, 57.6 M (189.0 FT) SOUTHWEST
 DQ2515'OF A POWER POLE -2623 28E22-, 25.0 M (82.0 FT) SOUTHEAST OF A
 DQ2515'RIGHT-OF-WAY FENCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ2515'THREE WHITE PLASTIC WITNESS POSTS.
 DQ2515'
 DQ2515'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2515'DEGREES ABOVE THE HORIZON.
 DQ2515
 DQ2515                          STATION RECOVERY (2016)
 DQ2515
 DQ2515'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DQ2515'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2514 ***********************************************************************
 DQ2514  DESIGNATION -  5L15
 DQ2514  PID         -  DQ2514
 DQ2514  STATE/COUNTY-  WI/DOOR
 DQ2514  COUNTRY     -  US
 DQ2514  USGS QUAD   -  NAMUR (2018)
 DQ2514
 DQ2514                         *CURRENT SURVEY CONTROL
 DQ2514  ______________________________________________________________________
 DQ2514* NAD 83(1986) POSITION- 44 43 02.8    (N) 087 40 16.6    (W)   HD_HELD2
 DQ2514* NAVD 88 ORTHO HEIGHT -   214.329 (meters)      703.18  (feet) ADJUSTED
 DQ2514  ______________________________________________________________________
 DQ2514  GEOID HEIGHT    -        -36.437 (meters)                     GEOID18
 DQ2514  DYNAMIC HEIGHT  -        214.306 (meters)      703.10  (feet) COMP
 DQ2514  MODELED GRAVITY -    980,505.7   (mgal)                       NAVD 88
 DQ2514
 DQ2514  VERT ORDER      -  SECOND    CLASS I
 DQ2514
 DQ2514.The horizontal coordinates were established by autonomous hand held GPS
 DQ2514.observations and have an estimated accuracy of +/- 10 meters.
 DQ2514
 DQ2514.The orthometric height was determined by differential leveling and
 DQ2514.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2514.in February 2017.
 DQ2514
 DQ2514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2514.GEOID18 height accuracy estimate available here.
 DQ2514
 DQ2514.Click photographs - Photos may exist for this station.
 DQ2514
 DQ2514.The dynamic height is computed by dividing the NAVD 88
 DQ2514.geopotential number by the normal gravity value computed on the
 DQ2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2514.degrees latitude (g = 980.6199 gals.).
 DQ2514
 DQ2514.The modeled gravity was interpolated from observed gravity values.
 DQ2514
 DQ2514;                    North         East    Units  Estimated Accuracy
 DQ2514;SPC WI C     -   100,886.      784,477.      MT  (+/- 10 meters HH2 GPS)
 DQ2514
 DQ2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4683351781(NAD 83)
 DQ2514
 DQ2514                          SUPERSEDED SURVEY CONTROL
 DQ2514
 DQ2514.No superseded survey control is available for this station.
 DQ2514
 DQ2514_MARKER: DD = SURVEY DISK
 DQ2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2514_STAMPING: 5L15 2014
 DQ2514_MARK LOGO: WIDT
 DQ2514_PROJECTION: FLUSH
 DQ2514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2514+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2016
 DQ2514
 DQ2514  HISTORY     - Date     Condition        Report By
 DQ2514  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2514  HISTORY     - 20150902 GOOD             WIDT
 DQ2514  HISTORY     - 20161116 GOOD             WIDT
 DQ2514
 DQ2514                          STATION DESCRIPTION
 DQ2514
 DQ2514'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2514'THE STATION IS 16 MI (25.7 KM) SOUTHWEST OF STURGEON BAY, 14 MI (22.5
 DQ2514'KM) NORTHWEST OF ALGOMA AND 12 MI (19.3 KM) NORTH OF LUXEMBURG.
 DQ2514'
 DQ2514'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DQ2514'HIGHWAY Y, IN THE NORTHWEST QUADRANT OF THE INTERSECTION, ABOUT 3 MI
 DQ2514'(4.8 KM) SOUTHWEST OF THE COMMUNITY OF BRUSSELS.
 DQ2514'
 DQ2514'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2514'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2514'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2514'STATION IS 34.3 M (112.5 FT) NORTH OF THE CENTERLINE OF SOUTHBOUND
 DQ2514'STATE HIGHWAY 57, 20.5 M (67.3 FT) WEST OF THE CENTERLINE OF COUNTY
 DQ2514'HIGHWAY Y, 14.5 M (47.6 FT) NORTHEAST OF A CORNER POST FOR A
 DQ2514'RIGHT-OF-WAY FENCE, 11.4 M (37.4 FT) SOUTH OF AN END POST FOR A
 DQ2514'RIGHT-OF-WAY FENCE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ2514'THREE WHITE PLASTIC WITNESS POSTS.
 DQ2514'
 DQ2514'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2514'DEGREES ABOVE THE HORIZON.
 DQ2514
 DQ2514                          STATION RECOVERY (2016)
 DQ2514
 DQ2514'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DQ2514'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2513 ***********************************************************************
 DQ2513  DESIGNATION -  5L16
 DQ2513  PID         -  DQ2513
 DQ2513  STATE/COUNTY-  WI/DOOR
 DQ2513  COUNTRY     -  US
 DQ2513  USGS QUAD   -  NAMUR (2018)
 DQ2513
 DQ2513                         *CURRENT SURVEY CONTROL
 DQ2513  ______________________________________________________________________
 DQ2513* NAD 83(1986) POSITION- 44 42 57.1    (N) 087 39 04.2    (W)   HD_HELD2
 DQ2513* NAVD 88 ORTHO HEIGHT -   227.263 (meters)      745.61  (feet) ADJUSTED
 DQ2513  ______________________________________________________________________
 DQ2513  GEOID HEIGHT    -        -36.440 (meters)                     GEOID18
 DQ2513  DYNAMIC HEIGHT  -        227.238 (meters)      745.53  (feet) COMP
 DQ2513  MODELED GRAVITY -    980,504.8   (mgal)                       NAVD 88
 DQ2513
 DQ2513  VERT ORDER      -  SECOND    CLASS I
 DQ2513
 DQ2513.The horizontal coordinates were established by autonomous hand held GPS
 DQ2513.observations and have an estimated accuracy of +/- 10 meters.
 DQ2513
 DQ2513.The orthometric height was determined by differential leveling and
 DQ2513.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2513.in February 2017.
 DQ2513
 DQ2513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2513.GEOID18 height accuracy estimate available here.
 DQ2513
 DQ2513.Click photographs - Photos may exist for this station.
 DQ2513
 DQ2513.The dynamic height is computed by dividing the NAVD 88
 DQ2513.geopotential number by the normal gravity value computed on the
 DQ2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2513.degrees latitude (g = 980.6199 gals.).
 DQ2513
 DQ2513.The modeled gravity was interpolated from observed gravity values.
 DQ2513
 DQ2513;                    North         East    Units  Estimated Accuracy
 DQ2513;SPC WI C     -   100,756.      786,075.      MT  (+/- 10 meters HH2 GPS)
 DQ2513
 DQ2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4842551593(NAD 83)
 DQ2513
 DQ2513                          SUPERSEDED SURVEY CONTROL
 DQ2513
 DQ2513.No superseded survey control is available for this station.
 DQ2513
 DQ2513_MARKER: DD = SURVEY DISK
 DQ2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2513_STAMPING: 5L16 2014
 DQ2513_MARK LOGO: WIDT
 DQ2513_PROJECTION: FLUSH
 DQ2513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2513+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2016
 DQ2513
 DQ2513  HISTORY     - Date     Condition        Report By
 DQ2513  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2513  HISTORY     - 20150902 GOOD             WIDT
 DQ2513  HISTORY     - 20161116 GOOD             WIDT
 DQ2513
 DQ2513                          STATION DESCRIPTION
 DQ2513
 DQ2513'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2513'THE STATION IS 15 MI (24.1 KM) SOUTHWEST OF STURGEON BAY, 13 MI (20.9
 DQ2513'KM) NORTHWEST OF ALGOMA AND 12 MI (19.3 KM) NORTH-NORTHEAST OF
 DQ2513'LUXEMBURG.
 DQ2513'
 DQ2513'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DQ2513'HIGHWAY Y ABOUT 3 MI (4.8 KM) SOUTHWEST OF THE COMMUNITY OF BRUSSELS,
 DQ2513'GO EAST ON NORTHBOUND STATE HIGHWAY 57 FOR 1.0 MI (1.6 KM) TO THRU-WAY
 DQ2513'ROAD AND THE STATION ON THE RIGHT.
 DQ2513'
 DQ2513'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2513'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2513'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2513'ROAD GRADE.  THE STATION IS 28.3 M (92.8 FT) SOUTH OF THE CENTERLINE
 DQ2513'OF NORTHBOUND STATE HIGHWAY 57, 19.4 M (63.6 FT) WEST OF THE
 DQ2513'CENTERLINE OF THRU-WAY ROAD, 11.3 M (37.1 FT) EAST-SOUTHEAST OF A
 DQ2513'YELLOW PLASTIC RIGHT-OF-WAY POST AND LOCATED IN THE CENTER OF A
 DQ2513'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2513'
 DQ2513'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2513'DEGREES ABOVE THE HORIZON.
 DQ2513
 DQ2513                          STATION RECOVERY (2016)
 DQ2513
 DQ2513'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DQ2513'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2511 ***********************************************************************
 DQ2511  DESIGNATION -  5L17
 DQ2511  PID         -  DQ2511
 DQ2511  STATE/COUNTY-  WI/DOOR
 DQ2511  COUNTRY     -  US
 DQ2511  USGS QUAD   -  BRUSSELS (2018)
 DQ2511
 DQ2511                         *CURRENT SURVEY CONTROL
 DQ2511  ______________________________________________________________________
 DQ2511* NAD 83(1986) POSITION- 44 44 00.6    (N) 087 35 43.2    (W)   HD_HELD2
 DQ2511* NAVD 88 ORTHO HEIGHT -   229.923 (meters)      754.34  (feet) ADJUSTED
 DQ2511  ______________________________________________________________________
 DQ2511  GEOID HEIGHT    -        -36.486 (meters)                     GEOID18
 DQ2511  DYNAMIC HEIGHT  -        229.898 (meters)      754.26  (feet) COMP
 DQ2511  MODELED GRAVITY -    980,505.0   (mgal)                       NAVD 88
 DQ2511
 DQ2511  VERT ORDER      -  SECOND    CLASS I
 DQ2511
 DQ2511.The horizontal coordinates were established by autonomous hand held GPS
 DQ2511.observations and have an estimated accuracy of +/- 10 meters.
 DQ2511
 DQ2511.The orthometric height was determined by differential leveling and
 DQ2511.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2511.in February 2017.
 DQ2511
 DQ2511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2511.GEOID18 height accuracy estimate available here.
 DQ2511
 DQ2511.Click photographs - Photos may exist for this station.
 DQ2511
 DQ2511.The dynamic height is computed by dividing the NAVD 88
 DQ2511.geopotential number by the normal gravity value computed on the
 DQ2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2511.degrees latitude (g = 980.6199 gals.).
 DQ2511
 DQ2511.The modeled gravity was interpolated from observed gravity values.
 DQ2511
 DQ2511;                    North         East    Units  Estimated Accuracy
 DQ2511;SPC WI C     -   102,845.      790,439.      MT  (+/- 10 meters HH2 GPS)
 DQ2511
 DQ2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5286153518(NAD 83)
 DQ2511
 DQ2511                          SUPERSEDED SURVEY CONTROL
 DQ2511
 DQ2511.No superseded survey control is available for this station.
 DQ2511
 DQ2511_MARKER: DD = SURVEY DISK
 DQ2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2511_STAMPING: 5L17 2014
 DQ2511_MARK LOGO: WIDT
 DQ2511_PROJECTION: FLUSH
 DQ2511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2511+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2015
 DQ2511
 DQ2511  HISTORY     - Date     Condition        Report By
 DQ2511  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2511  HISTORY     - 20150908 GOOD             WIDT
 DQ2511
 DQ2511                          STATION DESCRIPTION
 DQ2511
 DQ2511'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2511'THE STATION IS 12 MI (19.3 KM) SOUTHWEST OF STURGEON BAY, 11 MI (17.7
 DQ2511'KM) NORTH OF CASCO AND 11 MI (17.7 KM) NORTHWEST OF ALGOMA.
 DQ2511'
 DQ2511'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DQ2511'HIGHWAY C ABOUT 1.5 MI (2.4 KM) SOUTH OF THE COMMUNITY OF BRUSSELS, GO
 DQ2511'NORTHEAST ON STATE HIGHWAY 57 FOR 1.7 MI (2.7 KM) TO SCHOOL ROAD AND
 DQ2511'THE STATION ON THE RIGHT.
 DQ2511'
 DQ2511'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2511'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2511'INCHES) DIAMETER CONCRETE POST, ABOUT 1.3 M (4.3 FT) HIGHER THAN THE
 DQ2511'ROAD GRADE.  THE STATION IS 35.9 M (117.8 FT) NORTHEAST OF THE
 DQ2511'CENTERLINE OF SCHOOL ROAD, 28.8 M (94.5 FT) SOUTHEAST OF THE SOUTHEAST
 DQ2511'EDGE PAVEMENT OF STATE HIGHWAY 57 NORTH, 23.8 M (78.1 FT) NORTHWEST OF
 DQ2511'THE CENTERLINE OF SCHOOL ROAD, 4.4 M (14.4 FT) SOUTHWEST OF THE
 DQ2511'SOUTHWEST END OF A RIGHT-OF-WAY FENCE AND LOCATED IN THE CENTER OF A
 DQ2511'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2511'
 DQ2511'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2511'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2510 ***********************************************************************
 DQ2510  DESIGNATION -  5L18
 DQ2510  PID         -  DQ2510
 DQ2510  STATE/COUNTY-  WI/DOOR
 DQ2510  COUNTRY     -  US
 DQ2510  USGS QUAD   -  BRUSSELS (2018)
 DQ2510
 DQ2510                         *CURRENT SURVEY CONTROL
 DQ2510  ______________________________________________________________________
 DQ2510* NAD 83(1986) POSITION- 44 44 57.8    (N) 087 34 12.5    (W)   HD_HELD2
 DQ2510* NAVD 88 ORTHO HEIGHT -   207.210 (meters)      679.82  (feet) ADJUSTED
 DQ2510  ______________________________________________________________________
 DQ2510  GEOID HEIGHT    -        -36.522 (meters)                     GEOID18
 DQ2510  DYNAMIC HEIGHT  -        207.188 (meters)      679.75  (feet) COMP
 DQ2510  MODELED GRAVITY -    980,506.0   (mgal)                       NAVD 88
 DQ2510
 DQ2510  VERT ORDER      -  SECOND    CLASS I
 DQ2510
 DQ2510.The horizontal coordinates were established by autonomous hand held GPS
 DQ2510.observations and have an estimated accuracy of +/- 10 meters.
 DQ2510
 DQ2510.The orthometric height was determined by differential leveling and
 DQ2510.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2510.in February 2017.
 DQ2510
 DQ2510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2510.GEOID18 height accuracy estimate available here.
 DQ2510
 DQ2510.Click photographs - Photos may exist for this station.
 DQ2510
 DQ2510.The dynamic height is computed by dividing the NAVD 88
 DQ2510.geopotential number by the normal gravity value computed on the
 DQ2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2510.degrees latitude (g = 980.6199 gals.).
 DQ2510
 DQ2510.The modeled gravity was interpolated from observed gravity values.
 DQ2510
 DQ2510;                    North         East    Units  Estimated Accuracy
 DQ2510;SPC WI C     -   104,669.      792,381.      MT  (+/- 10 meters HH2 GPS)
 DQ2510
 DQ2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5486855269(NAD 83)
 DQ2510
 DQ2510                          SUPERSEDED SURVEY CONTROL
 DQ2510
 DQ2510.No superseded survey control is available for this station.
 DQ2510
 DQ2510_MARKER: DD = SURVEY DISK
 DQ2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2510_STAMPING: 5L18 2014
 DQ2510_MARK LOGO: WIDT
 DQ2510_PROJECTION: FLUSH
 DQ2510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2510+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2015
 DQ2510
 DQ2510  HISTORY     - Date     Condition        Report By
 DQ2510  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2510  HISTORY     - 20150908 GOOD             WIDT
 DQ2510
 DQ2510                          STATION DESCRIPTION
 DQ2510
 DQ2510'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2510'THE STATION IS 13 MI (20.9 KM) NORTH-NORTHEAST OF CASCO, 11.5 MI (18.5
 DQ2510'KM) NORTHWEST OF ALGOMA AND 10 MI (16.1 KM) SOUTHWEST OF STURGEON BAY.
 DQ2510'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DQ2510'HIGHWAY DK AND COUNTY HIGHWAY H, ABOUT 3 MI (4.8 KM) NORTHEAST OF THE
 DQ2510'COMMUNITY OF BRUSSELS.
 DQ2510'
 DQ2510'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2510'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2510'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2510'STATION IS 17.2 M (56.4 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DQ2510'HIGHWAY DK, 33.7 M (110.6 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DQ2510'HIGHWAY H, 50.8 M (166.7 FT) NORTHWEST OF THE NORTHWEST END OF A
 DQ2510'CONCRETE CULVERT UNDER SOUTHBOUND STATE HIGHWAY 57, 18.5 M (60.7 FT)
 DQ2510'NORTHEAST OF A YELLOW PLASTIC RIGHT-OF-WAY POST, 14.9 M (48.9 FT)
 DQ2510'NORTHWEST OF A YELLOW PLASTIC RIGHT-OF-WAY POST AND LOCATED IN THE
 DQ2510'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2510'
 DQ2510'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2510'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2509 ***********************************************************************
 DQ2509  DESIGNATION -  5L19
 DQ2509  PID         -  DQ2509
 DQ2509  STATE/COUNTY-  WI/DOOR
 DQ2509  COUNTRY     -  US
 DQ2509  USGS QUAD   -  LITTLE STURGEON (2018)
 DQ2509
 DQ2509                         *CURRENT SURVEY CONTROL
 DQ2509  ______________________________________________________________________
 DQ2509* NAD 83(2011) POSITION- 44 45 44.28988(N) 087 32 26.97243(W)   ADJUSTED
 DQ2509* NAD 83(2011) ELLIP HT-   158.179 (meters)        (04/14/17)   ADJUSTED
 DQ2509* NAD 83(2011) EPOCH   -  2010.00
 DQ2509* NAVD 88 ORTHO HEIGHT -   194.740 (meters)      638.91  (feet) ADJUSTED
 DQ2509  ______________________________________________________________________
 DQ2509  GEOID HEIGHT    -        -36.558 (meters)                     GEOID18
 DQ2509  NAD 83(2011) X  -    194,643.181 (meters)                     COMP
 DQ2509  NAD 83(2011) Y  - -4,532,164.986 (meters)                     COMP
 DQ2509  NAD 83(2011) Z  -  4,468,742.759 (meters)                     COMP
 DQ2509  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 DQ2509  DYNAMIC HEIGHT  -        194.719 (meters)      638.84  (feet) COMP
 DQ2509  MODELED GRAVITY -    980,506.5   (mgal)                       NAVD 88
 DQ2509
 DQ2509  VERT ORDER      -  SECOND    CLASS I
 DQ2509
 DQ2509  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2509  Standards:
 DQ2509         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2509            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2509  -------------------------------------------------------------------
 DQ2509  NETWORK    0.52   0.80           0.23   0.19   0.41      0.05637893
 DQ2509  -------------------------------------------------------------------
 DQ2509  Click here for local accuracies and other accuracy information.
 DQ2509
 DQ2509.The horizontal coordinates were established by GPS observations
 DQ2509.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2509
 DQ2509.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2509.been affixed to the stable North American tectonic plate. See 
 DQ2509.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2509
 DQ2509.The horizontal coordinates are valid at the epoch date displayed above
 DQ2509.which is a decimal equivalence of Year/Month/Day.
 DQ2509
 DQ2509.The orthometric height was determined by differential leveling and
 DQ2509.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2509.in February 2017.
 DQ2509
 DQ2509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2509.GEOID18 height accuracy estimate available here.
 DQ2509
 DQ2509.Click photographs - Photos may exist for this station.
 DQ2509
 DQ2509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2509
 DQ2509.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2509
 DQ2509.The ellipsoidal height was determined by GPS observations
 DQ2509.and is referenced to NAD 83.
 DQ2509
 DQ2509.The dynamic height is computed by dividing the NAVD 88
 DQ2509.geopotential number by the normal gravity value computed on the
 DQ2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2509.degrees latitude (g = 980.6199 gals.).
 DQ2509
 DQ2509.The modeled gravity was interpolated from observed gravity values.
 DQ2509
 DQ2509. The following values were computed from the NAD 83(2011) position.
 DQ2509
 DQ2509;                    North         East     Units Scale Factor Converg.
 DQ2509;SPC WI C     -   106,173.204   794,657.216   MT  0.99994267   +1 44 06.5
 DQ2509;SPC WI C     -   348,336.59  2,607,137.88   sFT  0.99994267   +1 44 06.5
 DQ2509;UTM  16      - 4,956,688.047   457,198.786   MT  0.99962253   -0 22 51.0
 DQ2509
 DQ2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2509!SPC WI C     -   0.99997520  x   0.99994267  =   0.99991787
 DQ2509!UTM  16      -   0.99997520  x   0.99962253  =   0.99959774
 DQ2509
 DQ2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5719856688(NAD 83)
 DQ2509
 DQ2509                          SUPERSEDED SURVEY CONTROL
 DQ2509
 DQ2509.No superseded survey control is available for this station.
 DQ2509
 DQ2509_MARKER: DD = SURVEY DISK
 DQ2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2509_STAMPING: 5L19 2014
 DQ2509_MARK LOGO: WIDT
 DQ2509_PROJECTION: FLUSH
 DQ2509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2509+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 DQ2509
 DQ2509  HISTORY     - Date     Condition        Report By
 DQ2509  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2509  HISTORY     - 20150909 GOOD             WIDT
 DQ2509
 DQ2509                          STATION DESCRIPTION
 DQ2509
 DQ2509'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2509'THE STATION IS 14.5 MI (23.3 KM) NORTH-NORTHEAST OF CASCO, 11.5 MI
 DQ2509'(18.5 KM) NORTHWEST OF ALGOMA AND 9 MI (14.5 KM) SOUTHWEST OF STURGEON
 DQ2509'BAY.
 DQ2509'
 DQ2509'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH STATE
 DQ2509'HIGHWAY 42 SOUTH AND COUNTY HIGHWAY MM NORTH ABOUT 5 MI (8.0 KM)
 DQ2509'SOUTHWEST OF THE CITY OF STURGEON BAY, GO SOUTHWEST ON STATE HIGHWAY
 DQ2509'57 FOR 3.4 MI (5.5 KM) TO STEVENSON PIER ROAD.  CONTINUE SOUTHWEST ON
 DQ2509'STATE HIGHWAY 57 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 DQ2509'
 DQ2509'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2509'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2509'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) HIGHER THAN THE
 DQ2509'ROAD GRADE.  THE STATION IS 21.0 M (68.9 FT) NORTH OF THE CENTERLINE
 DQ2509'OF SOUTHBOUND STATE HIGHWAY 57, 43.6 M (143.0 FT) NORTHEAST OF A
 DQ2509'WOODEN POST FOR A -SOUTH 57- SIGN, 5.8 M (19.0 FT) SOUTH OF A
 DQ2509'RIGHT-OF-WAY FENCE LINE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DQ2509'BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ2509'
 DQ2509'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2509'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2540 ***********************************************************************
 DL2540  DESIGNATION -  5L46
 DL2540  PID         -  DL2540
 DL2540  STATE/COUNTY-  WI/KEWAUNEE
 DL2540  COUNTRY     -  US
 DL2540  USGS QUAD   -  NAMUR (2018)
 DL2540
 DL2540                         *CURRENT SURVEY CONTROL
 DL2540  ______________________________________________________________________
 DL2540* NAD 83(1986) POSITION- 44 40 34.0    (N) 087 43 52.2    (W)   HD_HELD2
 DL2540* NAVD 88 ORTHO HEIGHT -   192.559 (meters)      631.75  (feet) ADJUSTED
 DL2540  ______________________________________________________________________
 DL2540  GEOID HEIGHT    -        -36.385 (meters)                     GEOID18
 DL2540  DYNAMIC HEIGHT  -        192.538 (meters)      631.69  (feet) COMP
 DL2540  MODELED GRAVITY -    980,505.2   (mgal)                       NAVD 88
 DL2540
 DL2540  VERT ORDER      -  SECOND    CLASS I
 DL2540
 DL2540.The horizontal coordinates were established by autonomous hand held GPS
 DL2540.observations and have an estimated accuracy of +/- 10 meters.
 DL2540
 DL2540.The orthometric height was determined by differential leveling and
 DL2540.adjusted by the WI DEPT OF TRANSP
 DL2540.in May 2012.
 DL2540
 DL2540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2540.GEOID18 height accuracy estimate available here.
 DL2540
 DL2540.Click photographs - Photos may exist for this station.
 DL2540
 DL2540.The dynamic height is computed by dividing the NAVD 88
 DL2540.geopotential number by the normal gravity value computed on the
 DL2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2540.degrees latitude (g = 980.6199 gals.).
 DL2540
 DL2540.The modeled gravity was interpolated from observed gravity values.
 DL2540
 DL2540;                    North         East    Units  Estimated Accuracy
 DL2540;SPC WI C     -    96,161.      779,862.      MT  (+/- 10 meters HH2 GPS)
 DL2540
 DL2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4204947231(NAD 83)
 DL2540
 DL2540                          SUPERSEDED SURVEY CONTROL
 DL2540
 DL2540.No superseded survey control is available for this station.
 DL2540
 DL2540_MARKER: DD = SURVEY DISK
 DL2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2540_STAMPING: 5L46 2007
 DL2540_MARK LOGO: WIDT
 DL2540_PROJECTION: FLUSH
 DL2540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2540+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2016
 DL2540
 DL2540  HISTORY     - Date     Condition        Report By
 DL2540  HISTORY     - 2008     MONUMENTED       WIDT
 DL2540  HISTORY     - 20080908 GOOD             WIDT
 DL2540  HISTORY     - 20150902 GOOD             WIDT
 DL2540  HISTORY     - 20161116 GOOD             WIDT
 DL2540
 DL2540                          STATION DESCRIPTION
 DL2540
 DL2540'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2540'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2540'HIGHWAY A EAST AND COUNTY HIGHWAY DK SOUTH APPROXIMATELY 1 MILE NORTH
 DL2540'OF THE COMMUNITY OF DYCKESVILLE, GO NORTH ON STATE HIGHWAY 57 FOR 1.4
 DL2540'MI (2.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DL2540'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2540'DISK STAMPED --5L46 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2540'DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2540'APPROXIMATELY 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION
 DL2540'IS 23.5 M (77.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 DL2540'LANES OF STATE HIGHWAY 57, 0.10 MILE SOUTH OF COUNTY LINE ROAD (FUTURE
 DL2540'COUNTY HIGHWAY Y), 3.3 M (10.8 FT) NORTHWEST OF A YELLOW 4X4 PLASTIC
 DL2540'RIGHT-OF-WAY POST, 2.4 M (8.0 FT) NORTHWEST OF A WOVEN RIGHT-OF-WAY
 DL2540'FENCE, AND 1.0 M (3.3 FT) SOUTHEAST, 1.0 M (3.3 FT) NORTH, AND 1.0 M
 DL2540'(3.3 FT) SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2540'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2540'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2540
 DL2540                          STATION RECOVERY (2015)
 DL2540
 DL2540'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2540'RECOVERED AS DESCRIBED.
 DL2540
 DL2540                          STATION RECOVERY (2016)
 DL2540
 DL2540'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL2540'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2542 ***********************************************************************
 DL2542  DESIGNATION -  5L48
 DL2542  PID         -  DL2542
 DL2542  STATE/COUNTY-  WI/DOOR
 DL2542  COUNTRY     -  US
 DL2542  USGS QUAD   -  NAMUR (2018)
 DL2542
 DL2542                         *CURRENT SURVEY CONTROL
 DL2542  ______________________________________________________________________
 DL2542* NAD 83(1986) POSITION- 44 42 13.6    (N) 087 42 23.1    (W)   HD_HELD2
 DL2542* NAVD 88 ORTHO HEIGHT -   184.012 (meters)      603.71  (feet) ADJUSTED
 DL2542  ______________________________________________________________________
 DL2542  GEOID HEIGHT    -        -36.417 (meters)                     GEOID18
 DL2542  DYNAMIC HEIGHT  -        183.992 (meters)      603.65  (feet) COMP
 DL2542  MODELED GRAVITY -    980,506.0   (mgal)                       NAVD 88
 DL2542
 DL2542  VERT ORDER      -  SECOND    CLASS I
 DL2542
 DL2542.The horizontal coordinates were established by autonomous hand held GPS
 DL2542.observations and have an estimated accuracy of +/- 10 meters.
 DL2542
 DL2542.The orthometric height was determined by differential leveling and
 DL2542.adjusted by the NATIONAL GEODETIC SURVEY
 DL2542.in February 2017.
 DL2542
 DL2542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2542.GEOID18 height accuracy estimate available here.
 DL2542
 DL2542.Click photographs - Photos may exist for this station.
 DL2542
 DL2542.The dynamic height is computed by dividing the NAVD 88
 DL2542.geopotential number by the normal gravity value computed on the
 DL2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2542.degrees latitude (g = 980.6199 gals.).
 DL2542
 DL2542.The modeled gravity was interpolated from observed gravity values.
 DL2542
 DL2542;                    North         East    Units  Estimated Accuracy
 DL2542;SPC WI C     -    99,289.      781,737.      MT  (+/- 10 meters HH2 GPS)
 DL2542
 DL2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4403750287(NAD 83)
 DL2542
 DL2542                          SUPERSEDED SURVEY CONTROL
 DL2542
 DL2542  NAVD 88 (05/08/12)  184.024  (m)          603.75   (f) SUPERSEDED  2 1
 DL2542
 DL2542.Superseded values are not recommended for survey control.
 DL2542
 DL2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2542.See file dsdata.pdf to determine how the superseded data were derived.
 DL2542
 DL2542_MARKER: DD = SURVEY DISK
 DL2542_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2542_SP_SET: BOX CULVERT
 DL2542_STAMPING: 5L48 2007
 DL2542_MARK LOGO: WIDT
 DL2542_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2542+STABILITY: SURFACE MOTION
 DL2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2542+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2016
 DL2542
 DL2542  HISTORY     - Date     Condition        Report By
 DL2542  HISTORY     - 2007     MONUMENTED       WIDT
 DL2542  HISTORY     - 20080908 GOOD             WIDT
 DL2542  HISTORY     - 20150902 GOOD             WIDT
 DL2542  HISTORY     - 20161116 GOOD             WIDT
 DL2542
 DL2542                          STATION DESCRIPTION
 DL2542
 DL2542'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2542'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2542'HIGHWAY D APPROXIMATELY 2 MI (3.2 KM) SOUTH OF THE COMMUNITY OF NAMUR,
 DL2542'GO SOUTHWEST ON STATE HIGHWAY 57 FOR 1.2 MI (1.9 KM) TO A HIGHWAY
 DL2542'CROSSOVER, TURN LEFT 180 DEGREES AND GO NORTHEAST ON STATE HIGHWAY 57
 DL2542'FOR 0.20 MILE TO BOX CULVERT --B-15-18-- AND THE STATION ON THE RIGHT.
 DL2542'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2542'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5L48 2007-- SET IN A
 DL2542'DRILL HOLE IN THE TOP OF THE NORTHEAST SIDE OF THE SOUTHEAST END OF
 DL2542'THE BOX CULVERT APPROXIMATELY 5 M (16.4 FT) BELOW THE HIGHWAY
 DL2542'PAVEMENT.  THE STATION IS 26.8 M (87.9 FT) SOUTHEAST OF THE CENTERLINE
 DL2542'OF THE NORTHBOUND LANES OF STATE HIGHWAY 57, 0.2 MILE SOUTHWEST OF
 DL2542'PRIVATE ENTRANCE --686 AND 690--, 22.0 M (72.2 FT) NORTH OF A YELLOW
 DL2542'4X4 PLASTIC RIGHT-OF-WAY POST, 13.5 M (44.3 FT) NORTHWEST OF A
 DL2542'RIGHT-OF-WAY FENCE, 28 CM (11 INCHES) NORTHWEST OF THE SOUTHEAST END
 DL2542'AND 20 CM (8 INCHES) SOUTHWEST OF THE NORTHEAST SIDE OF THE BOX
 DL2542'CULVERT, AND 0.7 M (2.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DL2542'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2542'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2542
 DL2542                          STATION RECOVERY (2015)
 DL2542
 DL2542'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2542'RECOVERED AS DESCRIBED.
 DL2542
 DL2542                          STATION RECOVERY (2016)
 DL2542
 DL2542'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL2542'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2543 ***********************************************************************
 DL2543  DESIGNATION -  5L49
 DL2543  PID         -  DL2543
 DL2543  STATE/COUNTY-  WI/DOOR
 DL2543  COUNTRY     -  US
 DL2543  USGS QUAD   -  NAMUR (2018)
 DL2543
 DL2543                         *CURRENT SURVEY CONTROL
 DL2543  ______________________________________________________________________
 DL2543* NAD 83(2011) POSITION- 44 42 42.66921(N) 087 41 21.02686(W)   ADJUSTED
 DL2543* NAD 83(2011) ELLIP HT-   181.195 (meters)        (04/14/17)   ADJUSTED
 DL2543* NAD 83(2011) EPOCH   -  2010.00
 DL2543* NAVD 88 ORTHO HEIGHT -   217.621 (meters)      713.98  (feet) ADJUSTED
 DL2543  ______________________________________________________________________
 DL2543  GEOID HEIGHT    -        -36.427 (meters)                     GEOID18
 DL2543  NAD 83(2011) X  -    183,067.772 (meters)                     COMP
 DL2543  NAD 83(2011) Y  - -4,536,613.052 (meters)                     COMP
 DL2543  NAD 83(2011) Z  -  4,464,776.409 (meters)                     COMP
 DL2543  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 DL2543  DYNAMIC HEIGHT  -        217.597 (meters)      713.90  (feet) COMP
 DL2543  MODELED GRAVITY -    980,505.9   (mgal)                       NAVD 88
 DL2543
 DL2543  VERT ORDER      -  SECOND    CLASS I
 DL2543
 DL2543  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2543  Standards:
 DL2543         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2543            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2543  -------------------------------------------------------------------
 DL2543  NETWORK    0.46   0.76           0.20   0.17   0.39     -0.03316864
 DL2543  -------------------------------------------------------------------
 DL2543  Click here for local accuracies and other accuracy information.
 DL2543
 DL2543.The horizontal coordinates were established by GPS observations
 DL2543.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2543
 DL2543.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2543.been affixed to the stable North American tectonic plate. See 
 DL2543.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2543
 DL2543.The horizontal coordinates are valid at the epoch date displayed above
 DL2543.which is a decimal equivalence of Year/Month/Day.
 DL2543
 DL2543.The orthometric height was determined by differential leveling and
 DL2543.adjusted by the NATIONAL GEODETIC SURVEY
 DL2543.in February 2017.
 DL2543
 DL2543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2543.GEOID18 height accuracy estimate available here.
 DL2543
 DL2543.Click photographs - Photos may exist for this station.
 DL2543
 DL2543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2543
 DL2543.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2543
 DL2543.The ellipsoidal height was determined by GPS observations
 DL2543.and is referenced to NAD 83.
 DL2543
 DL2543.The dynamic height is computed by dividing the NAVD 88
 DL2543.geopotential number by the normal gravity value computed on the
 DL2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2543.degrees latitude (g = 980.6199 gals.).
 DL2543
 DL2543.The modeled gravity was interpolated from observed gravity values.
 DL2543
 DL2543. The following values were computed from the NAD 83(2011) position.
 DL2543
 DL2543;                    North         East     Units Scale Factor Converg.
 DL2543;SPC WI C     -   100,224.542   783,077.399   MT  0.99994480   +1 37 49.7
 DL2543;SPC WI C     -   328,820.02  2,569,146.43   sFT  0.99994480   +1 37 49.7
 DL2543;UTM  16      - 4,951,172.667   445,410.962   MT  0.99963664   -0 29 05.5
 DL2543
 DL2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2543!SPC WI C     -   0.99997159  x   0.99994480  =   0.99991639
 DL2543!UTM  16      -   0.99997159  x   0.99963664  =   0.99960824
 DL2543
 DL2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4541051172(NAD 83)
 DL2543
 DL2543                          SUPERSEDED SURVEY CONTROL
 DL2543
 DL2543  NAD 83(2007)-  44 42 42.66916(N)    087 41 21.02788(W) AD(2002.00) 1
 DL2543  ELLIP H (04/03/12)  181.231  (m)                       GP(2002.00) 4 1
 DL2543  NAVD 88 (05/08/12)  217.650  (m)          714.07   (f) SUPERSEDED  2 1
 DL2543
 DL2543.Superseded values are not recommended for survey control.
 DL2543
 DL2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2543.See file dsdata.pdf to determine how the superseded data were derived.
 DL2543
 DL2543_MARKER: DD = SURVEY DISK
 DL2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2543_STAMPING: 5L49 2007
 DL2543_MARK LOGO: WIDT
 DL2543_PROJECTION: FLUSH
 DL2543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2543+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2016
 DL2543
 DL2543  HISTORY     - Date     Condition        Report By
 DL2543  HISTORY     - 2008     MONUMENTED       WIDT
 DL2543  HISTORY     - 20081006 GOOD             WIDT
 DL2543  HISTORY     - 20150902 GOOD             WIDT
 DL2543  HISTORY     - 20161116 GOOD             WIDT
 DL2543
 DL2543                          STATION DESCRIPTION
 DL2543
 DL2543'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2543'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 DL2543'STATE HIGHWAY 57 WITH COUNTY HIGHWAY D APPROXIMATELY 2 MI (3.2 KM)
 DL2543'SOUTH OF THE COMMUNITY OF NAMUR.  THE STATION IS A BRONZE WISCONSIN
 DL2543'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2543'STAMPED --5L49 2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DL2543'CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2543'APPROXIMATELY 2.5 M (8.2 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION
 DL2543'IS 31.0 M (101.7 FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY D,
 DL2543'31.5 M (103.3 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 DL2543'OF STATE HIGHWAY 57, 18.6 M (61.0 FT) NORTHWEST OF THE CENTERLINE OF
 DL2543'COUNTY HIGHWAY D, 12.2 M (40.0 FT) NORTH OF THE NORTH WOOD POST OF A
 DL2543'--TO 57 RIGHT, COUNTY HIGHWAY D RIGHT-- SIGN, 3.8 M (12.5 FT)
 DL2543'SOUTHWEST OF THE SOUTH END POST OF A RIGHT-OF-WAY FENCE, AND 1.0 M
 DL2543'(3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHWEST, AND 1.0 M (3.3 FT) SOUTHEAST
 DL2543'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.  ---NOTE---THIS STATION HAS
 DL2543'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2543'HORIZON.
 DL2543
 DL2543                          STATION RECOVERY (2015)
 DL2543
 DL2543'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2543'RECOVERED AS DESCRIBED.
 DL2543
 DL2543                          STATION RECOVERY (2016)
 DL2543
 DL2543'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL2543'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2544 ***********************************************************************
 DL2544  DESIGNATION -  5L50
 DL2544  PID         -  DL2544
 DL2544  STATE/COUNTY-  WI/DOOR
 DL2544  COUNTRY     -  US
 DL2544  USGS QUAD   -  NAMUR (2018)
 DL2544
 DL2544                         *CURRENT SURVEY CONTROL
 DL2544  ______________________________________________________________________
 DL2544* NAD 83(1986) POSITION- 44 43 47.0    (N) 087 40 16.6    (W)   HD_HELD2
 DL2544* NAVD 88 ORTHO HEIGHT -   211.942 (meters)      695.35  (feet) ADJUSTED
 DL2544  ______________________________________________________________________
 DL2544  GEOID HEIGHT    -        -36.453 (meters)                     GEOID18
 DL2544  DYNAMIC HEIGHT  -        211.920 (meters)      695.27  (feet) COMP
 DL2544  MODELED GRAVITY -    980,506.9   (mgal)                       NAVD 88
 DL2544
 DL2544  VERT ORDER      -  SECOND    CLASS I
 DL2544
 DL2544.The horizontal coordinates were established by autonomous hand held GPS
 DL2544.observations and have an estimated accuracy of +/- 10 meters.
 DL2544
 DL2544.The orthometric height was determined by differential leveling and
 DL2544.adjusted by the WI DEPT OF TRANSP
 DL2544.in May 2012.
 DL2544
 DL2544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2544.GEOID18 height accuracy estimate available here.
 DL2544
 DL2544.Click photographs - Photos may exist for this station.
 DL2544
 DL2544.The dynamic height is computed by dividing the NAVD 88
 DL2544.geopotential number by the normal gravity value computed on the
 DL2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2544.degrees latitude (g = 980.6199 gals.).
 DL2544
 DL2544.The modeled gravity was interpolated from observed gravity values.
 DL2544
 DL2544;                    North         East    Units  Estimated Accuracy
 DL2544;SPC WI C     -   102,250.      784,438.      MT  (+/- 10 meters HH2 GPS)
 DL2544
 DL2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4684453145(NAD 83)
 DL2544
 DL2544                          SUPERSEDED SURVEY CONTROL
 DL2544
 DL2544.No superseded survey control is available for this station.
 DL2544
 DL2544_MARKER: DD = SURVEY DISK
 DL2544_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2544_SP_SET: BOX CULVERT
 DL2544_STAMPING: 5L50 2007
 DL2544_MARK LOGO: WIDT
 DL2544_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2544+STABILITY: SURFACE MOTION
 DL2544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2544+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2016
 DL2544
 DL2544  HISTORY     - Date     Condition        Report By
 DL2544  HISTORY     - 2007     MONUMENTED       WIDT
 DL2544  HISTORY     - 20080909 GOOD             WIDT
 DL2544  HISTORY     - 20161116 GOOD             WIDT
 DL2544
 DL2544                          STATION DESCRIPTION
 DL2544
 DL2544'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2544'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY DK (FORMERLY
 DL2544'STATE HIGHWAY 57) WITH COUNTY HIGHWAY N NORTH IN THE COMMUNITY OF
 DL2544'NAMUR, GO SOUTH ON COUNTY HIGHWAY DK (FORMERLY STATE HIGHWAY 57) FOR
 DL2544'0.20 MILE TO A BOX CULVERT OVER SUGAR CREEK AND THE STATION ON THE
 DL2544'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2544'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5L50 2007-- SET IN A
 DL2544'DRILL HOLE IN THE TOP OF THE NORTH SIDE OF THE WEST END OF THE BOX
 DL2544'CULVERT APPROXIMATELY 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DL2544'STATION IS 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY DK
 DL2544'(FORMERLY STATE HIGHWAY 57), 0.09 MILE NORTH OF BELGIAN DRIVE, 4.6 M
 DL2544'(15.1 FT) SOUTH OF A --SUGAR CREEK-- WOOD SIGN POST, 70 CM (28 INCHES)
 DL2544'SOUTH OF THE NORTH SIDE AND 23 CM (9 INCHES) EAST OF THE WEST END OF
 DL2544'THE BOX CULVERT, AND 0.8 M (2.6 FT) SOUTHEAST OF A WHITE PLASTIC
 DL2544'WITNESS POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE
 DL2544'TREES TO THE EAST, SOUTHEAST, AND SOUTHWEST TO 30 DEGREES AND TREES TO
 DL2544'THE NORTHWEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DL2544
 DL2544                          STATION RECOVERY (2016)
 DL2544
 DL2544'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL2544'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2546 ***********************************************************************
 DL2546  DESIGNATION -  5L51
 DL2546  PID         -  DL2546
 DL2546  STATE/COUNTY-  WI/DOOR
 DL2546  COUNTRY     -  US
 DL2546  USGS QUAD   -  BRUSSELS (2018)
 DL2546
 DL2546                         *CURRENT SURVEY CONTROL
 DL2546  ______________________________________________________________________
 DL2546* NAD 83(1986) POSITION- 44 44 02.3    (N) 087 36 40.8    (W)   HD_HELD2
 DL2546* NAVD 88 ORTHO HEIGHT -   229.947 (meters)      754.42  (feet) ADJUSTED
 DL2546  ______________________________________________________________________
 DL2546  GEOID HEIGHT    -        -36.479 (meters)                     GEOID18
 DL2546  DYNAMIC HEIGHT  -        229.922 (meters)      754.34  (feet) COMP
 DL2546  MODELED GRAVITY -    980,505.5   (mgal)                       NAVD 88
 DL2546
 DL2546  VERT ORDER      -  SECOND    CLASS I
 DL2546
 DL2546.The horizontal coordinates were established by autonomous hand held GPS
 DL2546.observations and have an estimated accuracy of +/- 10 meters.
 DL2546
 DL2546.The orthometric height was determined by differential leveling and
 DL2546.adjusted by the WI DEPT OF TRANSP
 DL2546.in May 2012.
 DL2546
 DL2546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2546.GEOID18 height accuracy estimate available here.
 DL2546
 DL2546.Click photographs - Photos may exist for this station.
 DL2546
 DL2546.The dynamic height is computed by dividing the NAVD 88
 DL2546.geopotential number by the normal gravity value computed on the
 DL2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2546.degrees latitude (g = 980.6199 gals.).
 DL2546
 DL2546.The modeled gravity was interpolated from observed gravity values.
 DL2546
 DL2546;                    North         East    Units  Estimated Accuracy
 DL2546;SPC WI C     -   102,860.      789,170.      MT  (+/- 10 meters HH2 GPS)
 DL2546
 DL2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5159553580(NAD 83)
 DL2546
 DL2546                          SUPERSEDED SURVEY CONTROL
 DL2546
 DL2546.No superseded survey control is available for this station.
 DL2546
 DL2546_MARKER: DD = SURVEY DISK
 DL2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2546_STAMPING: 5L51 2007
 DL2546_MARK LOGO: WIDT
 DL2546_PROJECTION: FLUSH
 DL2546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2546+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2015
 DL2546
 DL2546  HISTORY     - Date     Condition        Report By
 DL2546  HISTORY     - 2008     MONUMENTED       WIDT
 DL2546  HISTORY     - 20080910 GOOD             WIDT
 DL2546  HISTORY     - 20150903 GOOD             WIDT
 DL2546
 DL2546                          STATION DESCRIPTION
 DL2546
 DL2546'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2546'HIGHWAY C APPROXIMATELY 1 MILE SOUTH OF THE COMMUNITY OF BRUSSELS, GO
 DL2546'NORTH ON COUNTY HIGHWAY C FOR 1.1 MILE TO SCHOOL ROAD, TURN RIGHT AND
 DL2546'GO EAST ON SCHOOL ROAD FOR 0.48 MILE TO THE STATION ON THE RIGHT.  THE
 DL2546'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DL2546'SURVEY CONTROL STATION DISK STAMPED --5L51 2007-- SET IN THE TOP OF A
 DL2546'40-CM (16 INCH) DIAMETER CONCRETE COLUMN KEYED INTO BEDROCK,
 DL2546'PROJECTING 0.6 M (2.0 FT) ABOVE THE BEDROCK, FLUSH WITH THE GROUND,
 DL2546'AND APPROXIMATELY 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION
 DL2546'IS 8.6 M (28.2 FT) SOUTH OF THE CENTERLINE OF SCHOOL ROAD,
 DL2546'APPROXIMATELY 50 M (164.0 FT) EAST-SOUTHEAST OF A --SPEED LIMIT 35--
 DL2546'WOOD SIGN POST, 41 M (134.5 FT) WEST OF A FIELD ENTRANCE, 25.2 M (82.7
 DL2546'FT) EAST OF THE TOP CENTER OF TELEPHONE PEDESTAL --C1A4--, 24.6 M
 DL2546'(80.7 FT) SOUTHEAST OF POWER POLE --2624 8L25--, 1 M (3.3 FT) NORTH OF
 DL2546'A CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT)
 DL2546'NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2546'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2546'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2546
 DL2546                          STATION RECOVERY (2015)
 DL2546
 DL2546'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2546'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2547 ***********************************************************************
 DL2547  DESIGNATION -  5L52
 DL2547  PID         -  DL2547
 DL2547  STATE/COUNTY-  WI/DOOR
 DL2547  COUNTRY     -  US
 DL2547  USGS QUAD   -  BRUSSELS (2018)
 DL2547
 DL2547                         *CURRENT SURVEY CONTROL
 DL2547  ______________________________________________________________________
 DL2547* NAD 83(1986) POSITION- 44 44 01.2    (N) 087 34 43.7    (W)   HD_HELD2
 DL2547* NAVD 88 ORTHO HEIGHT -   217.611 (meters)      713.95  (feet) ADJUSTED
 DL2547  ______________________________________________________________________
 DL2547  GEOID HEIGHT    -        -36.497 (meters)                     GEOID18
 DL2547  DYNAMIC HEIGHT  -        217.588 (meters)      713.87  (feet) COMP
 DL2547  MODELED GRAVITY -    980,504.7   (mgal)                       NAVD 88
 DL2547
 DL2547  VERT ORDER      -  SECOND    CLASS I
 DL2547
 DL2547.The horizontal coordinates were established by autonomous hand held GPS
 DL2547.observations and have an estimated accuracy of +/- 10 meters.
 DL2547
 DL2547.The orthometric height was determined by differential leveling and
 DL2547.adjusted by the WI DEPT OF TRANSP
 DL2547.in May 2012.
 DL2547
 DL2547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2547.GEOID18 height accuracy estimate available here.
 DL2547
 DL2547.Click photographs - Photos may exist for this station.
 DL2547
 DL2547.The dynamic height is computed by dividing the NAVD 88
 DL2547.geopotential number by the normal gravity value computed on the
 DL2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2547.degrees latitude (g = 980.6199 gals.).
 DL2547
 DL2547.The modeled gravity was interpolated from observed gravity values.
 DL2547
 DL2547;                    North         East    Units  Estimated Accuracy
 DL2547;SPC WI C     -   102,902.      791,747.      MT  (+/- 10 meters HH2 GPS)
 DL2547
 DL2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5417053527(NAD 83)
 DL2547
 DL2547                          SUPERSEDED SURVEY CONTROL
 DL2547
 DL2547.No superseded survey control is available for this station.
 DL2547
 DL2547_MARKER: DD = SURVEY DISK
 DL2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2547_STAMPING: 5L52 2007
 DL2547_MARK LOGO: WIDT
 DL2547_PROJECTION: FLUSH
 DL2547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2547+STABILITY: SURFACE MOTION
 DL2547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2547+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2015
 DL2547
 DL2547  HISTORY     - Date     Condition        Report By
 DL2547  HISTORY     - 2008     MONUMENTED       WIDT
 DL2547  HISTORY     - 20080910 GOOD             WIDT
 DL2547  HISTORY     - 20150908 GOOD             WIDT
 DL2547
 DL2547                          STATION DESCRIPTION
 DL2547
 DL2547'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2547'HIGHWAY C APPROXIMATELY 1 MILE SOUTH OF THE COMMUNITY OF BRUSSELS, GO
 DL2547'NORTHEAST ON STATE HIGHWAY 57 FOR 1.7 MI (2.7 KM) TO SCHOOL ROAD, TURN
 DL2547'RIGHT AND GO EAST ON SCHOOL ROAD FOR 0.8 MILE TO DUMP ROAD LEFT,
 DL2547'CONTINUE EAST ON SCHOOL ROAD FOR 0.07 MILE TO THE STATION ON THE LEFT.
 DL2547'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2547'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5L52 2007-- SET IN THE
 DL2547'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 1.4 M (4.6 FT) DEEP,
 DL2547'FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6 FT) BELOW THE ROAD
 DL2547'PAVEMENT.  THE STATION IS 6.1 M (20.0 FT) NORTH OF THE CENTERLINE OF
 DL2547'SCHOOL ROAD, 0.93 MILE WEST OF COUNTY HIGHWAY XC, 35.0 M (114.8 FT)
 DL2547'WEST-NORTHWEST OF A --CHILDREN CROSSING-- WOOD SIGN POST, 7.7 M (25.3
 DL2547'FT) EAST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 1 M (3.3 FT)
 DL2547'SOUTH OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) NORTH, 1.0 M (3.3 FT)
 DL2547'SOUTHEAST, AND 1.0 M (3.3 FT) SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 DL2547'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2547'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2547
 DL2547                          STATION RECOVERY (2015)
 DL2547
 DL2547'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2547'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2549 ***********************************************************************
 DL2549  DESIGNATION -  5L53
 DL2549  PID         -  DL2549
 DL2549  STATE/COUNTY-  WI/DOOR
 DL2549  COUNTRY     -  US
 DL2549  USGS QUAD   -  BRUSSELS (2018)
 DL2549
 DL2549                         *CURRENT SURVEY CONTROL
 DL2549  ______________________________________________________________________
 DL2549* NAD 83(1986) POSITION- 44 44 52.29   (N) 087 33 18.14   (W)   HD_HELD1
 DL2549* NAVD 88 ORTHO HEIGHT -   195.909 (meters)      642.74  (feet) ADJUSTED
 DL2549  ______________________________________________________________________
 DL2549  GEOID HEIGHT    -        -36.531 (meters)                     GEOID18
 DL2549  DYNAMIC HEIGHT  -        195.888 (meters)      642.68  (feet) COMP
 DL2549  MODELED GRAVITY -    980,505.5   (mgal)                       NAVD 88
 DL2549
 DL2549  VERT ORDER      -  SECOND    CLASS I
 DL2549
 DL2549.The horizontal coordinates were determined by differentially corrected
 DL2549.hand held GPS observations or other comparable positioning techniques
 DL2549.and have an estimated accuracy of +/- 3 meters.
 DL2549
 DL2549.The orthometric height was determined by differential leveling and
 DL2549.adjusted by the WI DEPT OF TRANSP
 DL2549.in May 2012.
 DL2549
 DL2549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2549.GEOID18 height accuracy estimate available here.
 DL2549
 DL2549.Click photographs - Photos may exist for this station.
 DL2549
 DL2549.The dynamic height is computed by dividing the NAVD 88
 DL2549.geopotential number by the normal gravity value computed on the
 DL2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2549.degrees latitude (g = 980.6199 gals.).
 DL2549
 DL2549.The modeled gravity was interpolated from observed gravity values.
 DL2549
 DL2549;                    North         East    Units  Estimated Accuracy
 DL2549;SPC WI C     -   104,534.9     793,580.8     MT  (+/- 3 meters HH1 GPS) 
 DL2549
 DL2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5606355091(NAD 83)
 DL2549
 DL2549                          SUPERSEDED SURVEY CONTROL
 DL2549
 DL2549.No superseded survey control is available for this station.
 DL2549
 DL2549_MARKER: DD = SURVEY DISK
 DL2549_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2549_SP_SET: CULVERT HEADWALL
 DL2549_STAMPING: 5L53 2007
 DL2549_MARK LOGO: WIDT
 DL2549_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2549+STABILITY: SURFACE MOTION
 DL2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2549+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 DL2549
 DL2549  HISTORY     - Date     Condition        Report By
 DL2549  HISTORY     - 2007     MONUMENTED       WIDT
 DL2549  HISTORY     - 20080910 GOOD             WIDT
 DL2549  HISTORY     - 20150909 GOOD             WIDT
 DL2549
 DL2549                          STATION DESCRIPTION
 DL2549
 DL2549'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2549'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2549'HIGHWAY H APPROXIMATELY 3 MI (4.8 KM) NORTHEAST OF THE COMMUNITY OF
 DL2549'BRUSSELS, GO EAST ON COUNTY HIGHWAY H FOR 0.5 MILE TO COUNTY HIGHWAY
 DL2549'XC, CONTINUE EAST ON COUNTY HIGHWAY H FOR 0.22 MILE TO A BOX CULVERT
 DL2549'OVER SILVER CREEK AND THE STATION ON THE LEFT.  THE STATION IS A
 DL2549'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DL2549'STATION DISK STAMPED --5L53 2007-- SET IN A DRILL HOLE IN THE TOP OF
 DL2549'THE EAST END OF THE NORTH CULVERT HEADWALL APPROXIMATELY 0.5 M (1.6
 DL2549'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 5.8 M (19.0 FT) NORTH
 DL2549'OF THE CENTERLINE OF COUNTY HIGHWAY H, 1.6 M (5.2 FT) WEST OF A
 DL2549'--SILVER CREEK-- METAL SIGN POST, 18 CM (7 INCHES) WEST OF THE EAST
 DL2549'END AND 14 CM (6 INCHES) SOUTH OF THE NORTH EDGE OF THE CULVERT
 DL2549'HEADWALL, AND 0.7 M (2.3 FT) WEST-SOUTHWEST OF A WHITE PLASTIC WITNESS
 DL2549'POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE
 DL2549'SOUTHWEST EXTENDING TO 50 DEGREES, TREES IN THE NORTH QUADRANTS
 DL2549'EXTENDING TO 40 DEGREES, AND TREES TO THE SOUTHEAST EXTENDING TO 30
 DL2549'DEGREES ABOVE THE HORIZON.
 DL2549
 DL2549                          STATION RECOVERY (2015)
 DL2549
 DL2549'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2549'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2550 ***********************************************************************
 DL2550  DESIGNATION -  5L54
 DL2550  PID         -  DL2550
 DL2550  STATE/COUNTY-  WI/DOOR
 DL2550  COUNTRY     -  US
 DL2550  USGS QUAD   -  LITTLE STURGEON (2018)
 DL2550
 DL2550                         *CURRENT SURVEY CONTROL
 DL2550  ______________________________________________________________________
 DL2550* NAD 83(1986) POSITION- 44 45 48.3    (N) 087 32 08.7    (W)   HD_HELD2
 DL2550* NAVD 88 ORTHO HEIGHT -   193.039 (meters)      633.33  (feet) ADJUSTED
 DL2550  ______________________________________________________________________
 DL2550  GEOID HEIGHT    -        -36.563 (meters)                     GEOID18
 DL2550  DYNAMIC HEIGHT  -        193.018 (meters)      633.26  (feet) COMP
 DL2550  MODELED GRAVITY -    980,506.5   (mgal)                       NAVD 88
 DL2550
 DL2550  VERT ORDER      -  SECOND    CLASS I
 DL2550
 DL2550.The horizontal coordinates were established by autonomous hand held GPS
 DL2550.observations and have an estimated accuracy of +/- 10 meters.
 DL2550
 DL2550.The orthometric height was determined by differential leveling and
 DL2550.adjusted by the WI DEPT OF TRANSP
 DL2550.in May 2012.
 DL2550
 DL2550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2550.GEOID18 height accuracy estimate available here.
 DL2550
 DL2550.Click photographs - Photos may exist for this station.
 DL2550
 DL2550.The dynamic height is computed by dividing the NAVD 88
 DL2550.geopotential number by the normal gravity value computed on the
 DL2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2550.degrees latitude (g = 980.6199 gals.).
 DL2550
 DL2550.The modeled gravity was interpolated from observed gravity values.
 DL2550
 DL2550;                    North         East    Units  Estimated Accuracy
 DL2550;SPC WI C     -   106,309.      795,055.      MT  (+/- 10 meters HH2 GPS)
 DL2550
 DL2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5760156809(NAD 83)
 DL2550
 DL2550                          SUPERSEDED SURVEY CONTROL
 DL2550
 DL2550.No superseded survey control is available for this station.
 DL2550
 DL2550_MARKER: DD = SURVEY DISK
 DL2550_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL2550_SP_SET: BRIDGE WINGWALL
 DL2550_STAMPING: 5L54 2007
 DL2550_MARK LOGO: WIDT
 DL2550_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2550+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 DL2550
 DL2550  HISTORY     - Date     Condition        Report By
 DL2550  HISTORY     - 2005     MONUMENTED       WIDT
 DL2550  HISTORY     - 20080915 GOOD             WIDT
 DL2550  HISTORY     - 20150909 GOOD             WIDT
 DL2550
 DL2550                          STATION DESCRIPTION
 DL2550
 DL2550'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2550'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2550'HIGHWAY H APPROXIMATELY 3 MI (4.8 KM) NORTHEAST OF THE COMMUNITY OF
 DL2550'BRUSSELS, GO NORTHEAST ON STATE HIGHWAY 57 FOR 1.7 MI (2.7 KM) TO
 DL2550'STEVENSON PIER ROAD, CONTINUE NORTHEAST ON STATE HIGHWAY 57 FOR 0.2
 DL2550'MILE TO A BRIDGE OVER THE AHNAPEE RIVER, CONTINUE NORTHEAST ON STATE
 DL2550'HIGHWAY 57 FOR 0.3 MILE TO A HIGHWAY CROSSOVER, TURN LEFT 180 DEGREES
 DL2550'AND GO SOUTHWEST ON STATE HIGHWAY 57 FOR 0.3 MILE TO BRIDGE
 DL2550'--B-15-16-- OVER THE AHNAPEE RIVER AND THE STATION ON THE RIGHT.  THE
 DL2550'STATION IS AN ALUMINUM WIS. DEPT. OF TRANSPORTATION VERTICAL CONTROL
 DL2550'DISK STAMPED --5L54 2007-- SET IN A DRILL HOLE IN THE TOP OF THE
 DL2550'NORTHEAST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE HIGHWAY
 DL2550'PAVEMENT.  THE STATION IS 7.6 M (24.9 FT) NORTH OF THE CENTERLINE OF
 DL2550'THE SOUTHBOUND LANES OF STATE HIGHWAY 57, 0.20 MILE EAST OF STEVENSON
 DL2550'PIER ROAD, 1.0 M (3.3 FT) SOUTH-SOUTHWEST OF A CHAIN LINK FENCE METAL
 DL2550'END POST, AND 1.4 M (4.6 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DL2550'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2550'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2550
 DL2550                          STATION RECOVERY (2015)
 DL2550
 DL2550'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2550'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2551 ***********************************************************************
 DL2551  DESIGNATION -  5L55
 DL2551  PID         -  DL2551
 DL2551  STATE/COUNTY-  WI/DOOR
 DL2551  COUNTRY     -  US
 DL2551  USGS QUAD   -  LITTLE STURGEON (2018)
 DL2551
 DL2551                         *CURRENT SURVEY CONTROL
 DL2551  ______________________________________________________________________
 DL2551* NAD 83(1986) POSITION- 44 47 26.37   (N) 087 32 19.90   (W)   HD_HELD1
 DL2551* NAVD 88 ORTHO HEIGHT -   198.451 (meters)      651.08  (feet) ADJUSTED
 DL2551  ______________________________________________________________________
 DL2551  GEOID HEIGHT    -        -36.600 (meters)                     GEOID18
 DL2551  DYNAMIC HEIGHT  -        198.431 (meters)      651.02  (feet) COMP
 DL2551  MODELED GRAVITY -    980,508.8   (mgal)                       NAVD 88
 DL2551
 DL2551  VERT ORDER      -  SECOND    CLASS I
 DL2551
 DL2551.The horizontal coordinates were determined by differentially corrected
 DL2551.hand held GPS observations or other comparable positioning techniques
 DL2551.and have an estimated accuracy of +/- 3 meters.
 DL2551
 DL2551.The orthometric height was determined by differential leveling and
 DL2551.adjusted by the WI DEPT OF TRANSP
 DL2551.in May 2012.
 DL2551
 DL2551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2551.GEOID18 height accuracy estimate available here.
 DL2551
 DL2551.Click photographs - Photos may exist for this station.
 DL2551
 DL2551.The dynamic height is computed by dividing the NAVD 88
 DL2551.geopotential number by the normal gravity value computed on the
 DL2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2551.degrees latitude (g = 980.6199 gals.).
 DL2551
 DL2551.The modeled gravity was interpolated from observed gravity values.
 DL2551
 DL2551;                    North         East    Units  Estimated Accuracy
 DL2551;SPC WI C     -   109,327.4     794,717.2     MT  (+/- 3 meters HH1 GPS) 
 DL2551
 DL2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5737559836(NAD 83)
 DL2551
 DL2551                          SUPERSEDED SURVEY CONTROL
 DL2551
 DL2551.No superseded survey control is available for this station.
 DL2551
 DL2551_MARKER: DD = SURVEY DISK
 DL2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2551_STAMPING: 5L55 2007
 DL2551_MARK LOGO: WIDT
 DL2551_PROJECTION: FLUSH
 DL2551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2551+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 DL2551
 DL2551  HISTORY     - Date     Condition        Report By
 DL2551  HISTORY     - 2008     MONUMENTED       WIDT
 DL2551  HISTORY     - 20080915 GOOD             WIDT
 DL2551  HISTORY     - 20150909 GOOD             WIDT
 DL2551
 DL2551                          STATION DESCRIPTION
 DL2551
 DL2551'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2551'HIGHWAY H APPROXIMATELY 3 MI (4.8 KM) NORTHEAST OF THE COMMUNITY OF
 DL2551'BRUSSELS, GO NORTHEAST ON STATE HIGHWAY 57 FOR 1.7 MI (2.7 KM) TO
 DL2551'STEVENSON PIER ROAD, TURN LEFT AND GO NORTH ON STEVENSON PIER ROAD FOR
 DL2551'0.25 MILE TO COUNTY HIGHWAY DK, CONTINUE NORTH ON STEVENSON PIER ROAD
 DL2551'FOR 0.2 MILE TO COUNTY HIGHWAY K, CONTINUE NORTH ON STEVENSON PIER
 DL2551'ROAD FOR 1.5 MI (2.4 KM) TO POPLAR LANE AND THE STATION IN THE
 DL2551'SOUTHEAST QUADRANT OF THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2551'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2551'STAMPED --5L55 2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DL2551'CONCRETE COLUMN KEYED INTO BEDROCK, PROJECTING 1.2 M (3.9 FT) ABOVE
 DL2551'THE BEDROCK, FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT)
 DL2551'BELOW THE ROAD PAVEMENT.  THE STATION IS 10.1 M (33.1 FT) EAST OF THE
 DL2551'CENTERLINE OF STEVENSON PIER ROAD, 21.8 M (71.5 FT) SOUTH OF THE
 DL2551'CENTERLINE OF POPLAR LANE, 9.8 M (32.2 FT) SOUTHEAST OF A --STOP--
 DL2551'SIGN WOOD POST, AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT) NORTHWEST, AND
 DL2551'1.0 M (3.3 FT) SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2551'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTH
 DL2551'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DL2551
 DL2551                          STATION RECOVERY (2015)
 DL2551
 DL2551'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2551'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2552 ***********************************************************************
 DL2552  DESIGNATION -  5L56
 DL2552  PID         -  DL2552
 DL2552  STATE/COUNTY-  WI/DOOR
 DL2552  COUNTRY     -  US
 DL2552  USGS QUAD   -  LITTLE STURGEON (2018)
 DL2552
 DL2552                         *CURRENT SURVEY CONTROL
 DL2552  ______________________________________________________________________
 DL2552* NAD 83(1986) POSITION- 44 48 18.99   (N) 087 31 41.19   (W)   HD_HELD1
 DL2552* NAVD 88 ORTHO HEIGHT -   200.436 (meters)      657.60  (feet) ADJUSTED
 DL2552  ______________________________________________________________________
 DL2552  GEOID HEIGHT    -        -36.630 (meters)                     GEOID18
 DL2552  DYNAMIC HEIGHT  -        200.415 (meters)      657.53  (feet) COMP
 DL2552  MODELED GRAVITY -    980,509.7   (mgal)                       NAVD 88
 DL2552
 DL2552  VERT ORDER      -  SECOND    CLASS I
 DL2552
 DL2552.The horizontal coordinates were determined by differentially corrected
 DL2552.hand held GPS observations or other comparable positioning techniques
 DL2552.and have an estimated accuracy of +/- 3 meters.
 DL2552
 DL2552.The orthometric height was determined by differential leveling and
 DL2552.adjusted by the WI DEPT OF TRANSP
 DL2552.in May 2012.
 DL2552
 DL2552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2552.GEOID18 height accuracy estimate available here.
 DL2552
 DL2552.Click photographs - Photos may exist for this station.
 DL2552
 DL2552.The dynamic height is computed by dividing the NAVD 88
 DL2552.geopotential number by the normal gravity value computed on the
 DL2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2552.degrees latitude (g = 980.6199 gals.).
 DL2552
 DL2552.The modeled gravity was interpolated from observed gravity values.
 DL2552
 DL2552;                    North         East    Units  Estimated Accuracy
 DL2552;SPC WI C     -   110,976.7     795,518.2     MT  (+/- 3 meters HH1 GPS) 
 DL2552
 DL2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5823661454(NAD 83)
 DL2552
 DL2552                          SUPERSEDED SURVEY CONTROL
 DL2552
 DL2552.No superseded survey control is available for this station.
 DL2552
 DL2552_MARKER: DD = SURVEY DISK
 DL2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2552_STAMPING: 5L56 2007
 DL2552_MARK LOGO: WIDT
 DL2552_PROJECTION: FLUSH
 DL2552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2552+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 DL2552
 DL2552  HISTORY     - Date     Condition        Report By
 DL2552  HISTORY     - 2008     MONUMENTED       WIDT
 DL2552  HISTORY     - 20080915 GOOD             WIDT
 DL2552
 DL2552                          STATION DESCRIPTION
 DL2552
 DL2552'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2552'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DL2552'HIGHWAY MM APPROXIMATELY 5 MI (8.0 KM) WEST OF THE CITY OF STURGEON
 DL2552'BAY, GO SOUTHWEST ON COUNTY HIGHWAY C FOR 2.3 MI (3.7 KM) TO RILEY'S
 DL2552'BAY ROAD, TURN LEFT AND GO SOUTH THEN WEST ON RILEY'S BAY ROAD FOR
 DL2552'1.41 MI (2.3 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DL2552'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2552'DISK STAMPED --5L56 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2552'DIAMETER CONCRETE COLUMN KEYED INTO BEDROCK, PROJECTING 0.2 M (0.7 FT)
 DL2552'ABOVE THE BEDROCK, FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3
 DL2552'FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 8.7 M (28.5 FT) SOUTH OF
 DL2552'THE CENTERLINE OF RILEY'S BAY ROAD, 64 M (210.0 FT) EAST OF ELM LANE,
 DL2552'22.0 M (72.2 FT) SOUTHWEST OF POWER POLE --2724 13R3-- WITH ONE
 DL2552'TRANSFORMER, 21.3 M (69.9 FT) SOUTHWEST OF THE TOP CENTER OF A
 DL2552'TELEPHONE PEDESTAL, 19.4 M (63.6 FT) EAST OF THE EXTENDED CENTERLINE
 DL2552'OF PRIVATE ENTRANCE --8342--, AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT)
 DL2552'NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2552'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2552'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2554 ***********************************************************************
 DL2554  DESIGNATION -  5L57
 DL2554  PID         -  DL2554
 DL2554  STATE/COUNTY-  WI/DOOR
 DL2554  COUNTRY     -  US
 DL2554  USGS QUAD   -  STURGEON BAY WEST (2018)
 DL2554
 DL2554                         *CURRENT SURVEY CONTROL
 DL2554  ______________________________________________________________________
 DL2554* NAD 83(1986) POSITION- 44 49 37.92   (N) 087 29 24.92   (W)   HD_HELD1
 DL2554* NAVD 88 ORTHO HEIGHT -   209.323 (meters)      686.75  (feet) ADJUSTED
 DL2554  ______________________________________________________________________
 DL2554  GEOID HEIGHT    -        -36.689 (meters)                     GEOID18
 DL2554  DYNAMIC HEIGHT  -        209.303 (meters)      686.69  (feet) COMP
 DL2554  MODELED GRAVITY -    980,516.9   (mgal)                       NAVD 88
 DL2554
 DL2554  VERT ORDER      -  SECOND    CLASS I
 DL2554
 DL2554.The horizontal coordinates were determined by differentially corrected
 DL2554.hand held GPS observations or other comparable positioning techniques
 DL2554.and have an estimated accuracy of +/- 3 meters.
 DL2554
 DL2554.The orthometric height was determined by differential leveling and
 DL2554.adjusted by the WI DEPT OF TRANSP
 DL2554.in May 2012.
 DL2554
 DL2554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2554.GEOID18 height accuracy estimate available here.
 DL2554
 DL2554.Click photographs - Photos may exist for this station.
 DL2554
 DL2554.The dynamic height is computed by dividing the NAVD 88
 DL2554.geopotential number by the normal gravity value computed on the
 DL2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2554.degrees latitude (g = 980.6199 gals.).
 DL2554
 DL2554.The modeled gravity was interpolated from observed gravity values.
 DL2554
 DL2554;                    North         East    Units  Estimated Accuracy
 DL2554;SPC WI C     -   113,503.7     798,436.0     MT  (+/- 3 meters HH1 GPS) 
 DL2554
 DL2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6124463871(NAD 83)
 DL2554
 DL2554                          SUPERSEDED SURVEY CONTROL
 DL2554
 DL2554.No superseded survey control is available for this station.
 DL2554
 DL2554_MARKER: DD = SURVEY DISK
 DL2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2554_STAMPING: 5L57 2007
 DL2554_MARK LOGO: WIDT
 DL2554_PROJECTION: FLUSH
 DL2554_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2554+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DL2554
 DL2554  HISTORY     - Date     Condition        Report By
 DL2554  HISTORY     - 2008     MONUMENTED       WIDT
 DL2554  HISTORY     - 20080916 GOOD             WIDT
 DL2554
 DL2554                          STATION DESCRIPTION
 DL2554
 DL2554'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2554'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DL2554'HIGHWAY MM APPROXIMATELY 5 MI (8.0 KM) WEST OF THE CITY OF STURGEON
 DL2554'BAY, GO SOUTHWEST ON COUNTY HIGHWAY C FOR 0.70 MILE TO THE STATION ON
 DL2554'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2554'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5L57
 DL2554'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE COLUMN
 DL2554'KEYED INTO BEDROCK, PROJECTING 0.3 M (1.0 FT) ABOVE THE BEDROCK, FLUSH
 DL2554'WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT) BELOW THE HIGHWAY
 DL2554'PAVEMENT.  THE STATION IS 9.3 M (30.5 FT) NORTH OF THE CENTERLINE OF
 DL2554'COUNTY HIGHWAY C, 0.43 MILE EAST OF STONE ROAD, 0.28 MILE WEST OF
 DL2554'COYOTE COURT, 34.5 M (113.2 FT) NORTHWEST OF A --LEFT CURVE AHEAD 45
 DL2554'MPH-- WOOD SIGN POST, 10.6 M (34.8 FT) EAST OF THE CENTERLINE OF
 DL2554'PRIVATE ENTRANCE --7770--, AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC
 DL2554'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DL2554'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2555 ***********************************************************************
 DL2555  DESIGNATION -  5L58
 DL2555  PID         -  DL2555
 DL2555  STATE/COUNTY-  WI/DOOR
 DL2555  COUNTRY     -  US
 DL2555  USGS QUAD   -  STURGEON BAY WEST (2018)
 DL2555
 DL2555                         *CURRENT SURVEY CONTROL
 DL2555  ______________________________________________________________________
 DL2555* NAD 83(1986) POSITION- 44 50 02.02   (N) 087 27 27.98   (W)   HD_HELD1
 DL2555* NAVD 88 ORTHO HEIGHT -   212.411 (meters)      696.89  (feet) ADJUSTED
 DL2555  ______________________________________________________________________
 DL2555  GEOID HEIGHT    -        -36.717 (meters)                     GEOID18
 DL2555  DYNAMIC HEIGHT  -        212.390 (meters)      696.82  (feet) COMP
 DL2555  MODELED GRAVITY -    980,516.7   (mgal)                       NAVD 88
 DL2555
 DL2555  VERT ORDER      -  SECOND    CLASS I
 DL2555
 DL2555.The horizontal coordinates were determined by differentially corrected
 DL2555.hand held GPS observations or other comparable positioning techniques
 DL2555.and have an estimated accuracy of +/- 3 meters.
 DL2555
 DL2555.The orthometric height was determined by differential leveling and
 DL2555.adjusted by the WI DEPT OF TRANSP
 DL2555.in May 2012.
 DL2555
 DL2555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2555.GEOID18 height accuracy estimate available here.
 DL2555
 DL2555.Click photographs - Photos may exist for this station.
 DL2555
 DL2555.The dynamic height is computed by dividing the NAVD 88
 DL2555.geopotential number by the normal gravity value computed on the
 DL2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2555.degrees latitude (g = 980.6199 gals.).
 DL2555
 DL2555.The modeled gravity was interpolated from observed gravity values.
 DL2555
 DL2555;                    North         East    Units  Estimated Accuracy
 DL2555;SPC WI C     -   114,327.1     800,980.2     MT  (+/- 3 meters HH1 GPS) 
 DL2555
 DL2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6381664600(NAD 83)
 DL2555
 DL2555                          SUPERSEDED SURVEY CONTROL
 DL2555
 DL2555.No superseded survey control is available for this station.
 DL2555
 DL2555_MARKER: DD = SURVEY DISK
 DL2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2555_STAMPING: 5L58 2007
 DL2555_MARK LOGO: WIDT
 DL2555_PROJECTION: FLUSH
 DL2555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2555+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DL2555
 DL2555  HISTORY     - Date     Condition        Report By
 DL2555  HISTORY     - 2008     MONUMENTED       WIDT
 DL2555  HISTORY     - 20080916 GOOD             WIDT
 DL2555
 DL2555                          STATION DESCRIPTION
 DL2555
 DL2555'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2555'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DL2555'HIGHWAY M NORTH AND IDLEWILD ROAD SOUTH APPROXIMATELY 3 MI (4.8 KM)
 DL2555'WEST OF THE CITY OF STURGEON BAY, GO SOUTH ON IDLEWILD ROAD FOR 0.10
 DL2555'MILE TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DL2555'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2555'STAMPED --5L58 2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DL2555'CONCRETE COLUMN KEYED INTO BEDROCK, PROJECTING 0.4 M (1.3 FT) ABOVE
 DL2555'THE BEDROCK, FLUSH WITH THE GROUND, AND APPROXIMATELY 1.5 M (4.9 FT)
 DL2555'BELOW THE ROAD PAVEMENT.  THE STATION IS 6.8 M (22.3 FT) EAST OF THE
 DL2555'CENTERLINE OF IDLEWILD ROAD, 15.2 M (49.9 FT) SOUTH OF POWER POLE
 DL2555'--60W7--, 11.6 M (38.1 FT) NORTH OF A --STOP AHEAD-- WOOD SIGN POST,
 DL2555'AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT)
 DL2555'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DL2555'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DL2555'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2556 ***********************************************************************
 DL2556  DESIGNATION -  5L59
 DL2556  PID         -  DL2556
 DL2556  STATE/COUNTY-  WI/DOOR
 DL2556  COUNTRY     -  US
 DL2556  USGS QUAD   -  STURGEON BAY WEST (2018)
 DL2556
 DL2556                         *CURRENT SURVEY CONTROL
 DL2556  ______________________________________________________________________
 DL2556* NAD 83(1986) POSITION- 44 49 15.75   (N) 087 25 20.85   (W)   HD_HELD1
 DL2556* NAVD 88 ORTHO HEIGHT -   219.466 (meters)      720.03  (feet) ADJUSTED
 DL2556  ______________________________________________________________________
 DL2556  GEOID HEIGHT    -        -36.718 (meters)                     GEOID18
 DL2556  DYNAMIC HEIGHT  -        219.445 (meters)      719.96  (feet) COMP
 DL2556  MODELED GRAVITY -    980,515.4   (mgal)                       NAVD 88
 DL2556
 DL2556  VERT ORDER      -  SECOND    CLASS I
 DL2556
 DL2556.The horizontal coordinates were determined by differentially corrected
 DL2556.hand held GPS observations or other comparable positioning techniques
 DL2556.and have an estimated accuracy of +/- 3 meters.
 DL2556
 DL2556.The orthometric height was determined by differential leveling and
 DL2556.adjusted by the WI DEPT OF TRANSP
 DL2556.in May 2012.
 DL2556
 DL2556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2556.GEOID18 height accuracy estimate available here.
 DL2556
 DL2556.Click photographs - Photos may exist for this station.
 DL2556
 DL2556.The dynamic height is computed by dividing the NAVD 88
 DL2556.geopotential number by the normal gravity value computed on the
 DL2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2556.degrees latitude (g = 980.6199 gals.).
 DL2556
 DL2556.The modeled gravity was interpolated from observed gravity values.
 DL2556
 DL2556;                    North         East    Units  Estimated Accuracy
 DL2556;SPC WI C     -   112,987.6     803,816.4     MT  (+/- 3 meters HH1 GPS) 
 DL2556
 DL2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6660063157(NAD 83)
 DL2556
 DL2556                          SUPERSEDED SURVEY CONTROL
 DL2556
 DL2556.No superseded survey control is available for this station.
 DL2556
 DL2556_MARKER: DD = SURVEY DISK
 DL2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2556_STAMPING: 5L59 2007
 DL2556_MARK LOGO: WIDT
 DL2556_PROJECTION: FLUSH
 DL2556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2556+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2008
 DL2556
 DL2556  HISTORY     - Date     Condition        Report By
 DL2556  HISTORY     - 2008     MONUMENTED       WIDT
 DL2556  HISTORY     - 20080917 GOOD             WIDT
 DL2556
 DL2556                          STATION DESCRIPTION
 DL2556
 DL2556'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2556'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 57
 DL2556'WITH COUNTY HIGHWAY S SOUTH AND COUNTY HIGHWAY C NORTH (DULUTH AVENUE)
 DL2556'ON THE SOUTHWEST SIDE OF THE CITY OF STURGEON BAY, GO WEST ON STATE
 DL2556'HIGHWAYS 42 AND 57 FOR 1.2 MI (1.9 KM) TO STAGG ROAD RIGHT, TURN RIGHT
 DL2556'AND GO NORTHWEST ON STAGG ROAD FOR 0.02 MILE TO THE STATION ON THE
 DL2556'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2556'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5L59 2007-- SET IN THE
 DL2556'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.0 M (6.6 FT) DEEP,
 DL2556'FLUSH WITH THE GROUND, AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DL2556'THE STATION IS 10.6 M (34.8 FT) SOUTH OF THE CENTERLINE OF STAGG ROAD,
 DL2556'32.3 M (106.0 FT) SOUTHWEST OF A --RIGHT ARROW-- WOOD SIGN POST, 25.7
 DL2556'M (84.3 FT) EAST OF THE EXTENDED CENTERLINE OF MEADOWVIEW LANE, 24.2 M
 DL2556'(79.4 FT) SOUTHEAST OF POWER POLE --59Y1--, AND 1.0 M (3.3 FT) SOUTH,
 DL2556'1.0 M (3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE
 DL2556'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2556'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DL2556'FOR A TREE TO THE WEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2595 ***********************************************************************
 DL2595  DESIGNATION -  5L60
 DL2595  PID         -  DL2595
 DL2595  STATE/COUNTY-  WI/DOOR
 DL2595  COUNTRY     -  US
 DL2595  USGS QUAD   -  STURGEON BAY WEST (2018)
 DL2595
 DL2595                         *CURRENT SURVEY CONTROL
 DL2595  ______________________________________________________________________
 DL2595* NAD 83(1986) POSITION- 44 48 42.94   (N) 087 24 03.25   (W)   HD_HELD1
 DL2595* NAVD 88 ORTHO HEIGHT -   223.102 (meters)      731.96  (feet) ADJUSTED
 DL2595  ______________________________________________________________________
 DL2595  GEOID HEIGHT    -        -36.720 (meters)                     GEOID18
 DL2595  DYNAMIC HEIGHT  -        223.080 (meters)      731.89  (feet) COMP
 DL2595  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 DL2595
 DL2595  VERT ORDER      -  SECOND    CLASS I
 DL2595
 DL2595.The horizontal coordinates were determined by differentially corrected
 DL2595.hand held GPS observations or other comparable positioning techniques
 DL2595.and have an estimated accuracy of +/- 3 meters.
 DL2595
 DL2595.The orthometric height was determined by differential leveling and
 DL2595.adjusted by the WI DEPT OF TRANSP
 DL2595.in May 2012.
 DL2595
 DL2595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2595.GEOID18 height accuracy estimate available here.
 DL2595
 DL2595.Click photographs - Photos may exist for this station.
 DL2595
 DL2595.The dynamic height is computed by dividing the NAVD 88
 DL2595.geopotential number by the normal gravity value computed on the
 DL2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2595.degrees latitude (g = 980.6199 gals.).
 DL2595
 DL2595.The modeled gravity was interpolated from observed gravity values.
 DL2595
 DL2595;                    North         East    Units  Estimated Accuracy
 DL2595;SPC WI C     -   112,029.7     805,552.7     MT  (+/- 3 meters HH1 GPS) 
 DL2595
 DL2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6829962136(NAD 83)
 DL2595
 DL2595                          SUPERSEDED SURVEY CONTROL
 DL2595
 DL2595.No superseded survey control is available for this station.
 DL2595
 DL2595_MARKER: DD = SURVEY DISK
 DL2595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL2595_SP_SET: BUILDING
 DL2595_STAMPING: 5L60 2007
 DL2595_MARK LOGO: WIDT
 DL2595_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL2595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2595+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2008
 DL2595
 DL2595  HISTORY     - Date     Condition        Report By
 DL2595  HISTORY     - 2008     MONUMENTED       WIDT
 DL2595  HISTORY     - 20080917 GOOD             WIDT
 DL2595
 DL2595                          STATION DESCRIPTION
 DL2595
 DL2595'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 57
 DL2595'WITH COUNTY HIGHWAY S SOUTH AND COUNTY HIGHWAY C NORTH (DULUTH AVENUE)
 DL2595'ON THE SOUTHWEST SIDE OF THE CITY OF STURGEON BAY, GO SOUTH ON COUNTY
 DL2595'HIGHWAY S FOR 0.5 MI (0.8 KM) TO THE ENTRANCE TO THE DOOR COUNTY
 DL2595'JUSTICE CENTER ON THE RIGHT, TURN RIGHT AND GO WEST THEN SOUTHWEST FOR
 DL2595'0.2 MI (0.3 KM) TO THE SOUTHWEST CORNER OF THE BUILDING, CURVE LEFT
 DL2595'AND GO EAST ON THE DRIVE FOR 75 M (246.1 FT) TO THE --RECEIVING--
 DL2595'ENTRANCE AND WEST ENTRANCE TO A PARKING LOT LEFT, TURN LEFT AND GO
 DL2595'NORTH TO THE STATION AHEAD ON THE SOUTH SIDE OF THE JUSTICE CENTER
 DL2595'BUILDING.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2595'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5L60
 DL2595'2007-- SET VERTICALLY IN A DRILL HOLE IN THE BUILDING'S EXTERIOR BRICK
 DL2595'WALL.  THE STATION IS 24.5 M (80.4 FT) NORTH OF THE NORTH EDGE OF THE
 DL2595'PARKING LOT, 4.4 M (14.4 FT) EAST OF AN INSIDE BUILDING CORNER, 1.6 M
 DL2595'(5.2 FT) EAST OF THE EAST EDGE OF A PEDESTRIAN ENTRANCE, 1.6 M (5.2
 DL2595'FT) WEST OF THE WEST EDGE OF A GLASS WINDOW, 0.8 M (2.6 FT) EAST OF A
 DL2595'SILVER RECTANGULAR --WATER-- ACCESS COVER, AND 1.0 M (3.3 FT) ABOVE
 DL2595'GROUND LEVEL.  ---NOTE---THIS STATION IS SET VERTICALLY AND NOT
 DL2595'SUITABLE FOR SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2429 ***********************************************************************
 DQ2429  DESIGNATION -  5L61
 DQ2429  PID         -  DQ2429
 DQ2429  STATE/COUNTY-  WI/OCONTO
 DQ2429  COUNTRY     -  US
 DQ2429  USGS QUAD   -  ABRAMS (2018)
 DQ2429
 DQ2429                         *CURRENT SURVEY CONTROL
 DQ2429  ______________________________________________________________________
 DQ2429* NAD 83(1986) POSITION- 44 48 00.6    (N) 088 00 33.7    (W)   HD_HELD2
 DQ2429* NAVD 88 ORTHO HEIGHT -   192.013 (meters)      629.96  (feet) ADJUSTED
 DQ2429  ______________________________________________________________________
 DQ2429  GEOID HEIGHT    -        -36.395 (meters)                     GEOID18
 DQ2429  DYNAMIC HEIGHT  -        191.993 (meters)      629.90  (feet) COMP
 DQ2429  MODELED GRAVITY -    980,511.9   (mgal)                       NAVD 88
 DQ2429
 DQ2429  VERT ORDER      -  SECOND    CLASS I
 DQ2429
 DQ2429.The horizontal coordinates were established by autonomous hand held GPS
 DQ2429.observations and have an estimated accuracy of +/- 10 meters.
 DQ2429
 DQ2429.The orthometric height was determined by differential leveling and
 DQ2429.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2429.in February 2017.
 DQ2429
 DQ2429.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2429.GEOID18 height accuracy estimate available here.
 DQ2429
 DQ2429.Click photographs - Photos may exist for this station.
 DQ2429
 DQ2429.The dynamic height is computed by dividing the NAVD 88
 DQ2429.geopotential number by the normal gravity value computed on the
 DQ2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2429.degrees latitude (g = 980.6199 gals.).
 DQ2429
 DQ2429.The modeled gravity was interpolated from observed gravity values.
 DQ2429
 DQ2429;                    North         East    Units  Estimated Accuracy
 DQ2429;SPC WI C     -   109,363.      757,475.      MT  (+/- 10 meters HH2 GPS)
 DQ2429
 DQ2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2017061247(NAD 83)
 DQ2429
 DQ2429                          SUPERSEDED SURVEY CONTROL
 DQ2429
 DQ2429.No superseded survey control is available for this station.
 DQ2429
 DQ2429_MARKER: DD = SURVEY DISK
 DQ2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2429_STAMPING: 5L61 2007
 DQ2429_MARK LOGO: WIDT
 DQ2429_PROJECTION: FLUSH
 DQ2429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2429+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2015
 DQ2429
 DQ2429  HISTORY     - Date     Condition        Report By
 DQ2429  HISTORY     - 2007     MONUMENTED       WIDT
 DQ2429  HISTORY     - 20150728 GOOD             WIDT
 DQ2429
 DQ2429                          STATION DESCRIPTION
 DQ2429
 DQ2429'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2429'THE STATION IS 5 MI (8.0 KM) WEST-SOUTHWEST OF PENSAUKEE, 4.5 MI (7.2
 DQ2429'KM) SOUTHEAST OF STILES, AND 3 MI (4.8 KM) NORTHEAST OF ABRAMS.
 DQ2429'
 DQ2429'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH US
 DQ2429'HIGHWAY 141, ABOUT 1 MI (1.6 KM) NORTHEAST OF THE VILLAGE OF ABRAMS,
 DQ2429'GO EAST ON US HIGHWAY 41 NORTH FOR APPROXIMATELY 1.5 M (4.9 FT) TO
 DQ2429'ERDMANN RIVER LANE ON THE LEFT.  CONTINUE EAST ON US HIGHWAY 41 NORTH
 DQ2429'FOR 0.35 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DQ2429'
 DQ2429'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2429'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2429'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.5 M (1.6 FT) LOWER
 DQ2429'THAN THE ROAD GRADE.  THE STATION IS 13.7 M (44.9 FT) SOUTH OF THE
 DQ2429'EDGE OF PAVEMENT US HIGHWAY 41 NORTH, 66.3 M (217.5 FT) WEST OF A
 DQ2429'FIBER OPTIC MARKER POST, ABOUT 11 M (36.1 FT) WEST OF A PAIR OF GATE
 DQ2429'POSTS THAT MARK THE EDGE OF A CULTIVATED FIELD, 10.0 M (32.8 FT)
 DQ2429'SOUTHEAST OF A CONCRETE DRAIN TILE FLUME, AND LOCATED IN THE CENTER OF
 DQ2429'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2429'
 DQ2429'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2429'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN6845 ***********************************************************************
 DN6845  DESIGNATION -  5L62
 DN6845  PID         -  DN6845
 DN6845  STATE/COUNTY-  WI/OCONTO
 DN6845  COUNTRY     -  US
 DN6845  USGS QUAD   -  PENSAUKEE (2018)
 DN6845
 DN6845                         *CURRENT SURVEY CONTROL
 DN6845  ______________________________________________________________________
 DN6845* NAD 83(2011) POSITION- 44 48 30.45231(N) 087 58 00.59320(W)   ADJUSTED
 DN6845* NAD 83(2011) ELLIP HT-   148.521 (meters)        (04/14/17)   ADJUSTED
 DN6845* NAD 83(2011) EPOCH   -  2010.00
 DN6845* NAVD 88 ORTHO HEIGHT -   184.952 (meters)      606.80  (feet) ADJUSTED
 DN6845  ______________________________________________________________________
 DN6845  GEOID HEIGHT    -        -36.425 (meters)                     GEOID18
 DN6845  NAD 83(2011) X  -    160,812.104 (meters)                     COMP
 DN6845  NAD 83(2011) Y  - -4,529,868.946 (meters)                     COMP
 DN6845  NAD 83(2011) Z  -  4,472,376.517 (meters)                     COMP
 DN6845  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 DN6845  DYNAMIC HEIGHT  -        184.933 (meters)      606.73  (feet) COMP
 DN6845  MODELED GRAVITY -    980,513.1   (mgal)                       NAVD 88
 DN6845
 DN6845  VERT ORDER      -  SECOND    CLASS I
 DN6845
 DN6845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6845  Standards:
 DN6845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6845  -------------------------------------------------------------------
 DN6845  NETWORK    0.61   1.08           0.27   0.23   0.55     -0.04850237
 DN6845  -------------------------------------------------------------------
 DN6845  Click here for local accuracies and other accuracy information.
 DN6845
 DN6845.The horizontal coordinates were established by GPS observations
 DN6845.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DN6845
 DN6845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6845.been affixed to the stable North American tectonic plate. See 
 DN6845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6845
 DN6845.The horizontal coordinates are valid at the epoch date displayed above
 DN6845.which is a decimal equivalence of Year/Month/Day.
 DN6845
 DN6845.The orthometric height was determined by differential leveling and
 DN6845.adjusted by the NATIONAL GEODETIC SURVEY
 DN6845.in February 2017.
 DN6845
 DN6845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6845.GEOID18 height accuracy estimate available here.
 DN6845
 DN6845.Click photographs - Photos may exist for this station.
 DN6845
 DN6845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6845
 DN6845.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6845
 DN6845.The ellipsoidal height was determined by GPS observations
 DN6845.and is referenced to NAD 83.
 DN6845
 DN6845.The dynamic height is computed by dividing the NAVD 88
 DN6845.geopotential number by the normal gravity value computed on the
 DN6845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6845.degrees latitude (g = 980.6199 gals.).
 DN6845
 DN6845.The modeled gravity was interpolated from observed gravity values.
 DN6845
 DN6845. The following values were computed from the NAD 83(2011) position.
 DN6845
 DN6845;                    North         East     Units Scale Factor Converg.
 DN6845;SPC WI C     -   110,367.766   760,815.891   MT  0.99994140   +1 26 04.4
 DN6845;SPC WI C     -   362,098.25  2,496,110.14   sFT  0.99994140   +1 26 04.4
 DN6845;UTM  16      - 4,962,127.601   423,545.406   MT  0.99967188   -0 40 53.0
 DN6845
 DN6845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6845!SPC WI C     -   0.99997671  x   0.99994140  =   0.99991812
 DN6845!UTM  16      -   0.99997671  x   0.99967188  =   0.99964860
 DN6845
 DN6845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2354562127(NAD 83)
 DN6845
 DN6845                          SUPERSEDED SURVEY CONTROL
 DN6845
 DN6845  NAD 83(2007)-  44 48 30.45209(N)    087 58 00.59451(W) AD(2002.00) 1
 DN6845  ELLIP H (04/03/12)  148.549  (m)                       GP(2002.00) 4 1
 DN6845  NAVD 88 (02/22/13)  184.95   (m)  GEOID12A model used  GPS OBS        
 DN6845
 DN6845.Superseded values are not recommended for survey control.
 DN6845
 DN6845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6845.See file dsdata.pdf to determine how the superseded data were derived.
 DN6845
 DN6845_MARKER: DD = SURVEY DISK
 DN6845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN6845_STAMPING: 5L62 2007
 DN6845_MARK LOGO: WIDT
 DN6845_PROJECTION: FLUSH
 DN6845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN6845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN6845+STABILITY: SURFACE MOTION
 DN6845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6845+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2015
 DN6845
 DN6845  HISTORY     - Date     Condition        Report By
 DN6845  HISTORY     - 2008     MONUMENTED       WIDT
 DN6845  HISTORY     - 20081110 GOOD             WIDT
 DN6845  HISTORY     - 20150729 GOOD             WIDT
 DN6845
 DN6845                          STATION DESCRIPTION
 DN6845
 DN6845'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN6845'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DN6845'HIGHWAY J APPROXIMATELY 4 MI (6.4 KM) SOUTHWEST OF THE COMMUNITY OF
 DN6845'PENSAUKEE, GO NORTHEAST ON US HIGHWAY 41 FOR 1.6 MI (2.6 KM) TO
 DN6845'FROELICH ROAD AND THE STATION IN THE NORTHEAST QUADRANT ON THE LEFT.
 DN6845'
 DN6845'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN6845'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM (16
 DN6845'INCH) DIAMETER ROUND CONCRETE POST 1.4 M (4.6 FT) DEEP, FLUSH WITH THE
 DN6845'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DN6845'IS 16.0 M (52.5 FT) EAST OF THE CENTERLINE OF FROELICH ROAD, 19.1 M
 DN6845'(62.7 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF US
 DN6845'HIGHWAY 41, 17.2 M (56.4 FT) SOUTHWEST OF A -FROELICH ROAD- METAL SIGN
 DN6845'POST, 16.7 M (54.8 FT) SOUTH-SOUTHWEST OF AN ORANGE -CAUTION CABLE
 DN6845'ROUTE- METAL SIGN POST, 9.5 M (31.2 FT) WEST OF A -NO RIGHT TURN-
 DN6845'WOODEN SIGN POST AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT) NORTHWEST AND
 DN6845'1.0 M (3.3 FT) SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DN6845'
 DN6845'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN6845'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST EXTENDING
 DN6845'TO 25 DEGREES ABOVE THE HORIZON.
 DN6845
 DN6845                          STATION RECOVERY (2015)
 DN6845
 DN6845'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DN6845'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2430 ***********************************************************************
 DQ2430  DESIGNATION -  5L63
 DQ2430  PID         -  DQ2430
 DQ2430  STATE/COUNTY-  WI/OCONTO
 DQ2430  COUNTRY     -  US
 DQ2430  USGS QUAD   -  PENSAUKEE (2018)
 DQ2430
 DQ2430                         *CURRENT SURVEY CONTROL
 DQ2430  ______________________________________________________________________
 DQ2430* NAD 83(1986) POSITION- 44 49 15.3    (N) 087 56 17.4    (W)   HD_HELD2
 DQ2430* NAVD 88 ORTHO HEIGHT -   183.845 (meters)      603.16  (feet) ADJUSTED
 DQ2430  ______________________________________________________________________
 DQ2430  GEOID HEIGHT    -        -36.450 (meters)                     GEOID18
 DQ2430  DYNAMIC HEIGHT  -        183.827 (meters)      603.11  (feet) COMP
 DQ2430  MODELED GRAVITY -    980,514.6   (mgal)                       NAVD 88
 DQ2430
 DQ2430  VERT ORDER      -  SECOND    CLASS I
 DQ2430
 DQ2430.The horizontal coordinates were established by autonomous hand held GPS
 DQ2430.observations and have an estimated accuracy of +/- 10 meters.
 DQ2430
 DQ2430.The orthometric height was determined by differential leveling and
 DQ2430.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2430.in February 2017.
 DQ2430
 DQ2430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2430.GEOID18 height accuracy estimate available here.
 DQ2430
 DQ2430.Click photographs - Photos may exist for this station.
 DQ2430
 DQ2430.The dynamic height is computed by dividing the NAVD 88
 DQ2430.geopotential number by the normal gravity value computed on the
 DQ2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2430.degrees latitude (g = 980.6199 gals.).
 DQ2430
 DQ2430.The modeled gravity was interpolated from observed gravity values.
 DQ2430
 DQ2430;                    North         East    Units  Estimated Accuracy
 DQ2430;SPC WI C     -   111,809.      763,048.      MT  (+/- 10 meters HH2 GPS)
 DQ2430
 DQ2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2582863484(NAD 83)
 DQ2430
 DQ2430                          SUPERSEDED SURVEY CONTROL
 DQ2430
 DQ2430.No superseded survey control is available for this station.
 DQ2430
 DQ2430_MARKER: DD = SURVEY DISK
 DQ2430_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2430_SP_SET: PARAPET WALL
 DQ2430_STAMPING: 5L63 2007
 DQ2430_MARK LOGO: WIDT
 DQ2430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2430+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2015
 DQ2430
 DQ2430  HISTORY     - Date     Condition        Report By
 DQ2430  HISTORY     - 2007     MONUMENTED       WIDT
 DQ2430  HISTORY     - 20150729 GOOD             WIDT
 DQ2430
 DQ2430                          STATION DESCRIPTION
 DQ2430
 DQ2430'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2430'THE STATION IS 7 MI (11.3 KM) SOUTHEAST OF STILES JUNCTION, 6 MI (9.7
 DQ2430'KM) NORTHEAST OF ABRAMS, AND 1 MI (1.6 KM) WEST OF PENSAUKEE.
 DQ2430'
 DQ2430'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DQ2430'HIGHWAY SS AND WITH US HIGHWAY 41, APPROXIMATELY 1.6 MI (2.6 KM) WEST
 DQ2430'OF THE COMMUNITY OF PENSAUKEE, GO NORTHEAST ON US HIGHWAY 41 FOR 0.4
 DQ2430'MI (0.6 KM) TO THE NORTHEAST END OF A BRIDGE OVER THE PENSAUKEE RIVER
 DQ2430'AND THE STATION ON THE RIGHT.
 DQ2430'
 DQ2430'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2430'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DQ2430'END OF THE SOUTHEAST PARAPET WALL OF THE NORTHBOUND US HIGHWAY 41
 DQ2430'BRIDGE OVER THE PENSAUKEE RIVER, APPROXIMATELY 1 M (3.3 FT) ABOVE THE
 DQ2430'ROAD GRADE.  THE STATION IS 6.9 M (22.6 FT) SOUTHEAST OF THE
 DQ2430'CENTERLINE OF NORTHBOUND US HIGHWAY 41, 19.2 M (63.0 FT) SOUTHWEST OF
 DQ2430'A MILE MARKER SIGN POST, 17.8 M (58.4 FT) WEST OF A POWER POLE, AND
 DQ2430'0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE PARAPET WALL.
 DQ2430'
 DQ2430'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 50
 DQ2430'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2478 ***********************************************************************
 DQ2478  DESIGNATION -  5L64
 DQ2478  PID         -  DQ2478
 DQ2478  STATE/COUNTY-  WI/OCONTO
 DQ2478  COUNTRY     -  US
 DQ2478  USGS QUAD   -  PENSAUKEE (2018)
 DQ2478
 DQ2478                         *CURRENT SURVEY CONTROL
 DQ2478  ______________________________________________________________________
 DQ2478* NAD 83(1986) POSITION- 44 49 31.5    (N) 087 55 09.5    (W)   HD_HELD2
 DQ2478* NAVD 88 ORTHO HEIGHT -   180.868 (meters)      593.40  (feet) ADJUSTED
 DQ2478  ______________________________________________________________________
 DQ2478  GEOID HEIGHT    -        -36.465 (meters)                     GEOID18
 DQ2478  DYNAMIC HEIGHT  -        180.850 (meters)      593.34  (feet) COMP
 DQ2478  MODELED GRAVITY -    980,515.4   (mgal)                       NAVD 88
 DQ2478
 DQ2478  VERT ORDER      -  SECOND    CLASS I
 DQ2478
 DQ2478.The horizontal coordinates were established by autonomous hand held GPS
 DQ2478.observations and have an estimated accuracy of +/- 10 meters.
 DQ2478
 DQ2478.The orthometric height was determined by differential leveling and
 DQ2478.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2478.in February 2017.
 DQ2478
 DQ2478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2478.GEOID18 height accuracy estimate available here.
 DQ2478
 DQ2478.Click photographs - Photos may exist for this station.
 DQ2478
 DQ2478.The dynamic height is computed by dividing the NAVD 88
 DQ2478.geopotential number by the normal gravity value computed on the
 DQ2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2478.degrees latitude (g = 980.6199 gals.).
 DQ2478
 DQ2478.The modeled gravity was interpolated from observed gravity values.
 DQ2478
 DQ2478;                    North         East    Units  Estimated Accuracy
 DQ2478;SPC WI C     -   112,347.      764,526.      MT  (+/- 10 meters HH2 GPS)
 DQ2478
 DQ2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2732463967(NAD 83)
 DQ2478
 DQ2478                          SUPERSEDED SURVEY CONTROL
 DQ2478
 DQ2478.No superseded survey control is available for this station.
 DQ2478
 DQ2478_MARKER: DD = SURVEY DISK
 DQ2478_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2478_SP_SET: BRIDGE ABUTMENT
 DQ2478_STAMPING: 5L64 2007
 DQ2478_MARK LOGO: WIDT
 DQ2478_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2478+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2015
 DQ2478
 DQ2478  HISTORY     - Date     Condition        Report By
 DQ2478  HISTORY     - 2007     MONUMENTED       WIDT
 DQ2478  HISTORY     - 20150724 GOOD             WIDT
 DQ2478
 DQ2478                          STATION DESCRIPTION
 DQ2478
 DQ2478'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2478'THE STATION IS LOCATED IN THE COMMUNITY OF PENSAUKEE, ABOUT 7 MI (11.3
 DQ2478'KM) NORTHEAST OF ABRAMS AND 5 MI (8.0 KM) SOUTH-SOUTHWEST OF OCONTO.
 DQ2478'
 DQ2478'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S WITH COUNTY
 DQ2478'HIGHWAY SS IN THE COMMUNITY OF PENSAUKEE, GO WEST ON COUNTY HIGHWAY SS
 DQ2478'FOR 0.4 MI (0.6 KM) TO OLD 41 ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DQ2478'NORTH ON OLD 41 ROAD FOR 0.2 MI (0.3 KM) TO THE NORTH END OF A BRIDGE
 DQ2478'OVER THE PENSAUKEE RIVER AND THE STATION ON THE LEFT.
 DQ2478'
 DQ2478'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2478'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DQ2478'THE NORTH ABUTMENT OF A BRIDGE OVER THE PENSAUKEE RIVER.  THE STATION
 DQ2478'IS 3.9 M (12.8 FT) WEST OF THE CENTERLINE OF OLD 41 ROAD, 67.4 M
 DQ2478'(221.1 FT) SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY -4230-, 28.1 M
 DQ2478'(92.2 FT) SOUTHWEST OF A POWER POLE -2721 11L3-, AND 0.7 M (2.3 FT)
 DQ2478'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DQ2478'
 DQ2478'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING UP TO 25 DEGREES
 DQ2478'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2473 ***********************************************************************
 DQ2473  DESIGNATION -  5L65
 DQ2473  PID         -  DQ2473
 DQ2473  STATE/COUNTY-  WI/OCONTO
 DQ2473  COUNTRY     -  US
 DQ2473  USGS QUAD   -  PENSAUKEE (2018)
 DQ2473
 DQ2473                         *CURRENT SURVEY CONTROL
 DQ2473  ______________________________________________________________________
 DQ2473* NAD 83(1986) POSITION- 44 51 47.5    (N) 087 53 59.1    (W)   HD_HELD2
 DQ2473* NAVD 88 ORTHO HEIGHT -   182.423 (meters)      598.50  (feet) ADJUSTED
 DQ2473  ______________________________________________________________________
 DQ2473  GEOID HEIGHT    -        -36.505 (meters)                     GEOID18
 DQ2473  DYNAMIC HEIGHT  -        182.405 (meters)      598.44  (feet) COMP
 DQ2473  MODELED GRAVITY -    980,518.3   (mgal)                       NAVD 88
 DQ2473
 DQ2473  VERT ORDER      -  SECOND    CLASS I
 DQ2473
 DQ2473.The horizontal coordinates were established by autonomous hand held GPS
 DQ2473.observations and have an estimated accuracy of +/- 10 meters.
 DQ2473
 DQ2473.The orthometric height was determined by differential leveling and
 DQ2473.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2473.in February 2017.
 DQ2473
 DQ2473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2473.GEOID18 height accuracy estimate available here.
 DQ2473
 DQ2473.Click photographs - Photos may exist for this station.
 DQ2473
 DQ2473.The dynamic height is computed by dividing the NAVD 88
 DQ2473.geopotential number by the normal gravity value computed on the
 DQ2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2473.degrees latitude (g = 980.6199 gals.).
 DQ2473
 DQ2473.The modeled gravity was interpolated from observed gravity values.
 DQ2473
 DQ2473;                    North         East    Units  Estimated Accuracy
 DQ2473;SPC WI C     -   116,583.      765,963.      MT  (+/- 10 meters HH2 GPS)
 DQ2473
 DQ2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2891768146(NAD 83)
 DQ2473
 DQ2473                          SUPERSEDED SURVEY CONTROL
 DQ2473
 DQ2473.No superseded survey control is available for this station.
 DQ2473
 DQ2473_MARKER: DD = SURVEY DISK
 DQ2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2473_STAMPING: 5L65 2007
 DQ2473_MARK LOGO: WIDT
 DQ2473_PROJECTION: FLUSH
 DQ2473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2473+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2015
 DQ2473
 DQ2473  HISTORY     - Date     Condition        Report By
 DQ2473  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2473  HISTORY     - 20150730 GOOD             WIDT
 DQ2473
 DQ2473                          STATION DESCRIPTION
 DQ2473
 DQ2473'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2473'THE STATION IS 7 MI (11.3 KM) EAST OF STILES, 3 MI (4.8 KM)
 DQ2473'NORTH-NORTHEAST OF PENSAUKEE, AND 1.5 MI (2.4 KM) SOUTHWEST OF OCONTO.
 DQ2473'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DQ2473'HIGHWAY 22 AND COUNTY HIGHWAY Y (EXIT 198), LOCATED ON THE WEST SIDE
 DQ2473'OF THE CITY OF OCONTO, GO SOUTH ON US HIGHWAY 41 FOR APPROXIMATELY 2.2
 DQ2473'MI (3.5 KM) TO FROG POND ROAD AND THE STATION ON THE RIGHT.
 DQ2473'
 DQ2473'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2473'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2473'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2473'STATION IS 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF FROG POND ROAD,
 DQ2473'24.2 M (79.4 FT) WEST OF THE CENTERLINE OF SOUTHBOUND US HIGHWAY 41,
 DQ2473'23.3 M (76.4 FT) NORTH OF A POWER POLE -2821 36W3-, 14.7 M (48.2 FT)
 DQ2473'EAST OF A RIGHT-OF-WAY POST, AND 0.5 M (1.6 FT) EAST OF A WHITE
 DQ2473'PLASTIC WITNESS POST.
 DQ2473'
 DQ2473'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2473'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREELINE TO THE NORTH EXTENDING
 DQ2473'TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2480 ***********************************************************************
 DQ2480  DESIGNATION -  5L66
 DQ2480  PID         -  DQ2480
 DQ2480  STATE/COUNTY-  WI/OCONTO
 DQ2480  COUNTRY     -  US
 DQ2480  USGS QUAD   -  OCONTO WEST (2018)
 DQ2480
 DQ2480                         *CURRENT SURVEY CONTROL
 DQ2480  ______________________________________________________________________
 DQ2480* NAD 83(1986) POSITION- 44 54 04.7    (N) 087 53 45.6    (W)   HD_HELD2
 DQ2480* NAVD 88 ORTHO HEIGHT -   183.585 (meters)      602.31  (feet) ADJUSTED
 DQ2480  ______________________________________________________________________
 DQ2480  GEOID HEIGHT    -        -36.527 (meters)                     GEOID18
 DQ2480  DYNAMIC HEIGHT  -        183.568 (meters)      602.26  (feet) COMP
 DQ2480  MODELED GRAVITY -    980,520.9   (mgal)                       NAVD 88
 DQ2480
 DQ2480  VERT ORDER      -  SECOND    CLASS I
 DQ2480
 DQ2480.The horizontal coordinates were established by autonomous hand held GPS
 DQ2480.observations and have an estimated accuracy of +/- 10 meters.
 DQ2480
 DQ2480.The orthometric height was determined by differential leveling and
 DQ2480.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2480.in February 2017.
 DQ2480
 DQ2480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2480.GEOID18 height accuracy estimate available here.
 DQ2480
 DQ2480.Click photographs - Photos may exist for this station.
 DQ2480
 DQ2480.The dynamic height is computed by dividing the NAVD 88
 DQ2480.geopotential number by the normal gravity value computed on the
 DQ2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2480.degrees latitude (g = 980.6199 gals.).
 DQ2480
 DQ2480.The modeled gravity was interpolated from observed gravity values.
 DQ2480
 DQ2480;                    North         East    Units  Estimated Accuracy
 DQ2480;SPC WI C     -   120,824.      766,150.      MT  (+/- 10 meters HH2 GPS)
 DQ2480
 DQ2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2926072377(NAD 83)
 DQ2480
 DQ2480                          SUPERSEDED SURVEY CONTROL
 DQ2480
 DQ2480.No superseded survey control is available for this station.
 DQ2480
 DQ2480_MARKER: DD = SURVEY DISK
 DQ2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2480_STAMPING: 5L66 2007
 DQ2480_MARK LOGO: WIDT
 DQ2480_PROJECTION: FLUSH
 DQ2480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2480+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2015
 DQ2480
 DQ2480  HISTORY     - Date     Condition        Report By
 DQ2480  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2480  HISTORY     - 20150804 GOOD             WIDT
 DQ2480
 DQ2480                          STATION DESCRIPTION
 DQ2480
 DQ2480'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2480'THE STATION IS LOCATED IN THE CITY OF OCONTO, ABOUT 12 MI (19.3 KM)
 DQ2480'SOUTH-SOUTHWEST OF PESHTIGO AND 5 MI (8.0 KM) NORTH OF PENSAUKEE.
 DQ2480'
 DQ2480'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DQ2480'HIGHWAY 22 AND COUNTY HIGHWAY Y (EXIT 198), ON THE WEST SIDE OF THE
 DQ2480'CITY OF OCONTO, GO EAST ON STATE HIGHWAY 22 (CHARLES STREET) FOR
 DQ2480'APPROXIMATELY 150 FT (45.7 M) TO THE ROUND-A-BOUT EAST OF THE US
 DQ2480'HIGHWAY 41 BRIDGE OVER STATE HIGHWAY 22 (CHARLES STREET).  EXIT THE
 DQ2480'ROUND-A-BOUT NORTH ON VAN HECKE AVENUE AND GO NORTH FOR 0.6 MI (1.0
 DQ2480'KM) TO A CUL-DE-SAC AT THE END OF VAN HECKE AVENUE AND THE STATION ON
 DQ2480'THE LEFT.
 DQ2480'
 DQ2480'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2480'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCHES)
 DQ2480'DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) HIGHER THAN THE ROAD
 DQ2480'GRADE.  THE STATION IS 16.4 M (53.8 FT) WEST OF THE CENTERLINE OF VAN
 DQ2480'HECKE AVENUE, 27 M (88.6 FT) SOUTHWEST OF THE CENTER OF THE
 DQ2480'CUL-DE-SAC, 31.5 M (103.3 FT) NORTHWEST OF A RIGHT-OF-WAY POST, 18 M
 DQ2480'(59.1 FT) SOUTH OF THE CENTER OF A RECREATIONAL TRAIL AT ITS JUNCTION
 DQ2480'WITH THE CUL-DE-SAC AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ2480'THREE WHITE PLASTIC WITNESS POSTS.
 DQ2480'
 DQ2480'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2480'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2472 ***********************************************************************
 DQ2472  DESIGNATION -  5L67
 DQ2472  PID         -  DQ2472
 DQ2472  STATE/COUNTY-  WI/OCONTO
 DQ2472  COUNTRY     -  US
 DQ2472  USGS QUAD   -  OCONTO EAST (2018)
 DQ2472
 DQ2472                         *CURRENT SURVEY CONTROL
 DQ2472  ______________________________________________________________________
 DQ2472* NAD 83(1986) POSITION- 44 53 07.0    (N) 087 51 53.1    (W)   HD_HELD2
 DQ2472* NAVD 88 ORTHO HEIGHT -   179.976 (meters)      590.47  (feet) ADJUSTED
 DQ2472  ______________________________________________________________________
 DQ2472  GEOID HEIGHT    -        -36.544 (meters)                     GEOID18
 DQ2472  DYNAMIC HEIGHT  -        179.959 (meters)      590.42  (feet) COMP
 DQ2472  MODELED GRAVITY -    980,520.7   (mgal)                       NAVD 88
 DQ2472
 DQ2472  VERT ORDER      -  SECOND    CLASS I
 DQ2472
 DQ2472.The horizontal coordinates were established by autonomous hand held GPS
 DQ2472.observations and have an estimated accuracy of +/- 10 meters.
 DQ2472
 DQ2472.The orthometric height was determined by differential leveling and
 DQ2472.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2472.in February 2017.
 DQ2472
 DQ2472.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2472.GEOID18 height accuracy estimate available here.
 DQ2472
 DQ2472.Click photographs - Photos may exist for this station.
 DQ2472
 DQ2472.The dynamic height is computed by dividing the NAVD 88
 DQ2472.geopotential number by the normal gravity value computed on the
 DQ2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2472.degrees latitude (g = 980.6199 gals.).
 DQ2472
 DQ2472.The modeled gravity was interpolated from observed gravity values.
 DQ2472
 DQ2472;                    North         East    Units  Estimated Accuracy
 DQ2472;SPC WI C     -   119,108.      768,664.      MT  (+/- 10 meters HH2 GPS)
 DQ2472
 DQ2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3170870570(NAD 83)
 DQ2472
 DQ2472                          SUPERSEDED SURVEY CONTROL
 DQ2472
 DQ2472.No superseded survey control is available for this station.
 DQ2472
 DQ2472_MARKER: DD = SURVEY DISK
 DQ2472_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2472_SP_SET: BRIDGE ABUTMENT
 DQ2472_STAMPING: 5L67 2007
 DQ2472_MARK LOGO: WIDT
 DQ2472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2472+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2015
 DQ2472
 DQ2472  HISTORY     - Date     Condition        Report By
 DQ2472  HISTORY     - 2007     MONUMENTED       WIDT
 DQ2472  HISTORY     - 20150805 GOOD             WIDT
 DQ2472
 DQ2472                          STATION DESCRIPTION
 DQ2472
 DQ2472'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2472'THE STATION IS LOCATED IN THE CITY OF OCONTO, ABOUT 13 MI (20.9 KM)
 DQ2472'SOUTH-SOUTHWEST OF PESHTIGO AND 5 MI (8.0 KM) NORTH-NORTHEAST OF
 DQ2472'PENSAUKEE.
 DQ2472'
 DQ2472'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S (PARK
 DQ2472'AVENUE) WITH COUNTY HIGHWAY Y (MAIN STREET) IN THE CITY OF OCONTO, GO
 DQ2472'SOUTH ON COUNTY HIGHWAY S (PARK AVENUE) FOR 0.1 MI (0.2 KM) TO THE
 DQ2472'BRIDGE OVER THE OCONTO RIVER AND THE STATION ON THE RIGHT.
 DQ2472'
 DQ2472'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2472'GEODETIC CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF THE
 DQ2472'NORTH ABUTMENT OF THE BRIDGE OVER THE OCONTO RIVER, ABOUT LEVEL WITH
 DQ2472'THE ROAD PAVEMENT.  THE STATION IS 7.6 M (24.9 FT) WEST OF THE
 DQ2472'CENTERLINE OF COUNTY HIGHWAY S (PARK AVENUE), 17.1 M (56.1 FT)
 DQ2472'SOUTHWEST OF A POWER POLE -66EE61-, 0.4 M (1.3 FT) WEST OF GUARD RAIL,
 DQ2472'AND 0.3 M (1.0 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DQ2472'
 DQ2472'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2472'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTH EXTENDING TO
 DQ2472'25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2493 ***********************************************************************
 DQ2493  DESIGNATION -  5L68
 DQ2493  PID         -  DQ2493
 DQ2493  STATE/COUNTY-  WI/OCONTO
 DQ2493  COUNTRY     -  US
 DQ2493  USGS QUAD   -  OCONTO EAST (2018)
 DQ2493
 DQ2493                         *CURRENT SURVEY CONTROL
 DQ2493  ______________________________________________________________________
 DQ2493* NAD 83(1986) POSITION- 44 54 24.6    (N) 087 50 37.7    (W)   HD_HELD2
 DQ2493* NAVD 88 ORTHO HEIGHT -   177.576 (meters)      582.60  (feet) ADJUSTED
 DQ2493  ______________________________________________________________________
 DQ2493  GEOID HEIGHT    -        -36.574 (meters)                     GEOID18
 DQ2493  DYNAMIC HEIGHT  -        177.559 (meters)      582.54  (feet) COMP
 DQ2493  MODELED GRAVITY -    980,522.6   (mgal)                       NAVD 88
 DQ2493
 DQ2493  VERT ORDER      -  SECOND    CLASS I
 DQ2493
 DQ2493.The horizontal coordinates were established by autonomous hand held GPS
 DQ2493.observations and have an estimated accuracy of +/- 10 meters.
 DQ2493
 DQ2493.The orthometric height was determined by differential leveling and
 DQ2493.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2493.in February 2017.
 DQ2493
 DQ2493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2493.GEOID18 height accuracy estimate available here.
 DQ2493
 DQ2493.Click photographs - Photos may exist for this station.
 DQ2493
 DQ2493.The dynamic height is computed by dividing the NAVD 88
 DQ2493.geopotential number by the normal gravity value computed on the
 DQ2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2493.degrees latitude (g = 980.6199 gals.).
 DQ2493
 DQ2493.The modeled gravity was interpolated from observed gravity values.
 DQ2493
 DQ2493;                    North         East    Units  Estimated Accuracy
 DQ2493;SPC WI C     -   121,547.      770,254.      MT  (+/- 10 meters HH2 GPS)
 DQ2493
 DQ2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3338772947(NAD 83)
 DQ2493
 DQ2493                          SUPERSEDED SURVEY CONTROL
 DQ2493
 DQ2493.No superseded survey control is available for this station.
 DQ2493
 DQ2493_MARKER: DD = SURVEY DISK
 DQ2493_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ2493_SP_SET: BOX CULVERT
 DQ2493_STAMPING: 5L68 2007
 DQ2493_MARK LOGO: WIDT
 DQ2493_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2493+STABILITY: SURFACE MOTION
 DQ2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2493+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DQ2493
 DQ2493  HISTORY     - Date     Condition        Report By
 DQ2493  HISTORY     - 2007     MONUMENTED       WIDT
 DQ2493  HISTORY     - 20150806 GOOD             WIDT
 DQ2493
 DQ2493                          STATION DESCRIPTION
 DQ2493
 DQ2493'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2493'THE STATION IS 11 MI (17.7 KM) SOUTH-SOUTHWEST OF PESHTIGO, 10 MI
 DQ2493'(16.1 KM) SOUTHEAST OF LENA, AND 1.6 MI (2.6 KM) NORTHEAST OF OCONTO.
 DQ2493'
 DQ2493'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S (PARK
 DQ2493'AVENUE) WITH COUNTY HIGHWAY Y (MAIN STREET) IN THE CITY OF OCONTO, GO
 DQ2493'EAST ON COUNTY HIGHWAY Y (MAIN STREET) FOR 1.3 MI (2.1 KM) TO HARBOR
 DQ2493'ROAD ON THE RIGHT.  CURVE LEFT AND CONTINUE NORTH ON COUNTY HIGHWAY Y
 DQ2493'FOR 0.9 MI (1.4 KM) TO A BOX CULVERT OVER A SMALL CREEK AND THE
 DQ2493'STATION ON THE RIGHT.
 DQ2493'
 DQ2493'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2493'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTHEAST CORNER OF
 DQ2493'THE DECK OF A BOX CULVERT OVER A SMALL CREEK, ABOUT LEVEL WITH THE
 DQ2493'ROAD GRADE.  THE STATION IS 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF
 DQ2493'COUNTY HIGHWAY Y, 0.5 M (1.6 FT) EAST OF A GUARD RAIL, AND 0.7 M (2.3
 DQ2493'FT) WEST-NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DQ2493'
 DQ2493'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2493'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2494 ***********************************************************************
 DQ2494  DESIGNATION -  5L69
 DQ2494  PID         -  DQ2494
 DQ2494  STATE/COUNTY-  WI/OCONTO
 DQ2494  COUNTRY     -  US
 DQ2494  USGS QUAD   -  OCONTO EAST (2018)
 DQ2494
 DQ2494                         *CURRENT SURVEY CONTROL
 DQ2494  ______________________________________________________________________
 DQ2494* NAD 83(1986) POSITION- 44 55 29.7    (N) 087 52 15.2    (W)   HD_HELD2
 DQ2494* NAVD 88 ORTHO HEIGHT -   181.832 (meters)      596.56  (feet) ADJUSTED
 DQ2494  ______________________________________________________________________
 DQ2494  GEOID HEIGHT    -        -36.553 (meters)                     GEOID18
 DQ2494  DYNAMIC HEIGHT  -        181.816 (meters)      596.51  (feet) COMP
 DQ2494  MODELED GRAVITY -    980,523.4   (mgal)                       NAVD 88
 DQ2494
 DQ2494  VERT ORDER      -  SECOND    CLASS I
 DQ2494
 DQ2494.The horizontal coordinates were established by autonomous hand held GPS
 DQ2494.observations and have an estimated accuracy of +/- 10 meters.
 DQ2494
 DQ2494.The orthometric height was determined by differential leveling and
 DQ2494.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2494.in February 2017.
 DQ2494
 DQ2494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2494.GEOID18 height accuracy estimate available here.
 DQ2494
 DQ2494.Click photographs - Photos may exist for this station.
 DQ2494
 DQ2494.The dynamic height is computed by dividing the NAVD 88
 DQ2494.geopotential number by the normal gravity value computed on the
 DQ2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2494.degrees latitude (g = 980.6199 gals.).
 DQ2494
 DQ2494.The modeled gravity was interpolated from observed gravity values.
 DQ2494
 DQ2494;                    North         East    Units  Estimated Accuracy
 DQ2494;SPC WI C     -   123,499.      768,064.      MT  (+/- 10 meters HH2 GPS)
 DQ2494
 DQ2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3127174978(NAD 83)
 DQ2494
 DQ2494                          SUPERSEDED SURVEY CONTROL
 DQ2494
 DQ2494.No superseded survey control is available for this station.
 DQ2494
 DQ2494_MARKER: DD = SURVEY DISK
 DQ2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2494_STAMPING: 5L69 2007
 DQ2494_MARK LOGO: WIDT
 DQ2494_PROJECTION: FLUSH
 DQ2494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2494+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2015
 DQ2494
 DQ2494  HISTORY     - Date     Condition        Report By
 DQ2494  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2494  HISTORY     - 20150810 GOOD             WIDT
 DQ2494
 DQ2494                          STATION DESCRIPTION
 DQ2494
 DQ2494'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2494'THE STATION IS 11 MI (17.7 KM) SOUTHWEST OF PESHTIGO, 9 MI (14.5 KM)
 DQ2494'EAST-SOUTHEAST OF LENA, AND 2 MI (3.2 KM) NORTH OF OCONTO.
 DQ2494'
 DQ2494'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DQ2494'HIGHWAY A EAST, ABOUT 3.5 MI (5.6 KM) NORTH OF THE CITY OF OCONTO, GO
 DQ2494'SOUTH ON US HIGHWAY 41 FOR 1.1 MI (1.8 KM) TO THE STATION ON THE
 DQ2494'RIGHT.
 DQ2494'
 DQ2494'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2494'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2494'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2494'STATION IS 13.4 M (44.0 FT) WEST OF THE WEST EDGE OF PAVEMENT OF
 DQ2494'SOUTHBOUND US HIGHWAY 41, 50.0 M (164.0 FT) NORTH OF THE WEST LEG OF A
 DQ2494'LARGE GREEN HIGHWAY SIGN -EXIT 200-, 5.4 M (17.7 FT) EAST OF A
 DQ2494'RIGHT-OF-WAY FENCE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ2494'THREE WHITE PLASTIC WITNESS POSTS.
 DQ2494'
 DQ2494'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2494'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2481 ***********************************************************************
 DQ2481  DESIGNATION -  5L70
 DQ2481  PID         -  DQ2481
 DQ2481  STATE/COUNTY-  WI/OCONTO
 DQ2481  COUNTRY     -  US
 DQ2481  USGS QUAD   -  OCONTO EAST (2018)
 DQ2481
 DQ2481                         *CURRENT SURVEY CONTROL
 DQ2481  ______________________________________________________________________
 DQ2481* NAD 83(1986) POSITION- 44 56 31.1    (N) 087 52 12.3    (W)   HD_HELD2
 DQ2481* NAVD 88 ORTHO HEIGHT -   186.400 (meters)      611.55  (feet) ADJUSTED
 DQ2481  ______________________________________________________________________
 DQ2481  GEOID HEIGHT    -        -36.553 (meters)                     GEOID18
 DQ2481  DYNAMIC HEIGHT  -        186.383 (meters)      611.49  (feet) COMP
 DQ2481  MODELED GRAVITY -    980,524.7   (mgal)                       NAVD 88
 DQ2481
 DQ2481  VERT ORDER      -  SECOND    CLASS I
 DQ2481
 DQ2481.The horizontal coordinates were established by autonomous hand held GPS
 DQ2481.observations and have an estimated accuracy of +/- 10 meters.
 DQ2481
 DQ2481.The orthometric height was determined by differential leveling and
 DQ2481.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2481.in February 2017.
 DQ2481
 DQ2481.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2481.GEOID18 height accuracy estimate available here.
 DQ2481
 DQ2481.Click photographs - Photos may exist for this station.
 DQ2481
 DQ2481.The dynamic height is computed by dividing the NAVD 88
 DQ2481.geopotential number by the normal gravity value computed on the
 DQ2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2481.degrees latitude (g = 980.6199 gals.).
 DQ2481
 DQ2481.The modeled gravity was interpolated from observed gravity values.
 DQ2481
 DQ2481;                    North         East    Units  Estimated Accuracy
 DQ2481;SPC WI C     -   125,395.      768,077.      MT  (+/- 10 meters HH2 GPS)
 DQ2481
 DQ2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3135476872(NAD 83)
 DQ2481
 DQ2481                          SUPERSEDED SURVEY CONTROL
 DQ2481
 DQ2481.No superseded survey control is available for this station.
 DQ2481
 DQ2481_MARKER: DD = SURVEY DISK
 DQ2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2481_STAMPING: 5L70 2007
 DQ2481_MARK LOGO: WIDT
 DQ2481_PROJECTION: FLUSH
 DQ2481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2481+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2015
 DQ2481
 DQ2481  HISTORY     - Date     Condition        Report By
 DQ2481  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2481  HISTORY     - 20150810 GOOD             WIDT
 DQ2481
 DQ2481                          STATION DESCRIPTION
 DQ2481
 DQ2481'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2481'THE STATION IS 12 MI (19.3 KM) SOUTHEAST OF COLEMAN, 10 MI (16.1 KM)
 DQ2481'SOUTHWEST OF PESHTIGO AND 9 MI (14.5 KM) EAST OF LENA.
 DQ2481'
 DQ2481'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DQ2481'HIGHWAY A EAST, APPROXIMATELY 3.5 MI (5.6 KM) NORTH OF THE CITY OF
 DQ2481'OCONTO.
 DQ2481'
 DQ2481'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2481'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2481'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2481'STATION IS 28.5 M (93.5 FT) EAST OF THE CENTERLINE OF NORTHBOUND US
 DQ2481'HIGHWAY 41, 25.6 M (84.0 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DQ2481'A, 24.0 M (78.7 FT) SOUTH OF A POWER POLE -2922 31E1-, 9.9 M (32.5 FT)
 DQ2481'SOUTHWEST OF A RIGHT-OF-WAY FENCE AND LOCATED IN THE CENTER OF A
 DQ2481'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2481'
 DQ2481'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2481'DEGREES ABOVE THE HORIZON EXCEPT FOR A SMALL POWER LINE OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2505 ***********************************************************************
 DQ2505  DESIGNATION -  5L71
 DQ2505  PID         -  DQ2505
 DQ2505  STATE/COUNTY-  WI/OCONTO
 DQ2505  COUNTRY     -  US
 DQ2505  USGS QUAD   -  LENA (2018)
 DQ2505
 DQ2505                         *CURRENT SURVEY CONTROL
 DQ2505  ______________________________________________________________________
 DQ2505* NAD 83(1986) POSITION- 44 53 19.7    (N) 088 00 22.9    (W)   HD_HELD2
 DQ2505* NAVD 88 ORTHO HEIGHT -   186.415 (meters)      611.60  (feet) ADJUSTED
 DQ2505  ______________________________________________________________________
 DQ2505  GEOID HEIGHT    -        -36.444 (meters)                     GEOID18
 DQ2505  DYNAMIC HEIGHT  -        186.396 (meters)      611.53  (feet) COMP
 DQ2505  MODELED GRAVITY -    980,515.2   (mgal)                       NAVD 88
 DQ2505
 DQ2505  VERT ORDER      -  SECOND    CLASS I
 DQ2505
 DQ2505.The horizontal coordinates were established by autonomous hand held GPS
 DQ2505.observations and have an estimated accuracy of +/- 10 meters.
 DQ2505
 DQ2505.The orthometric height was determined by differential leveling and
 DQ2505.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2505.in February 2017.
 DQ2505
 DQ2505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2505.GEOID18 height accuracy estimate available here.
 DQ2505
 DQ2505.Click photographs - Photos may exist for this station.
 DQ2505
 DQ2505.The dynamic height is computed by dividing the NAVD 88
 DQ2505.geopotential number by the normal gravity value computed on the
 DQ2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2505.degrees latitude (g = 980.6199 gals.).
 DQ2505
 DQ2505.The modeled gravity was interpolated from observed gravity values.
 DQ2505
 DQ2505;                    North         East    Units  Estimated Accuracy
 DQ2505;SPC WI C     -   119,216.      757,471.      MT  (+/- 10 meters HH2 GPS)
 DQ2505
 DQ2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2053071090(NAD 83)
 DQ2505
 DQ2505                          SUPERSEDED SURVEY CONTROL
 DQ2505
 DQ2505.No superseded survey control is available for this station.
 DQ2505
 DQ2505_MARKER: DD = SURVEY DISK
 DQ2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2505_STAMPING: 5L71 2014
 DQ2505_MARK LOGO: WIDT
 DQ2505_PROJECTION: FLUSH
 DQ2505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2505+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2015
 DQ2505
 DQ2505  HISTORY     - Date     Condition        Report By
 DQ2505  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2505  HISTORY     - 20150904 GOOD             WIDT
 DQ2505
 DQ2505                          STATION DESCRIPTION
 DQ2505
 DQ2505'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2505'THE STATION IS 6 MI (9.7 KM) WEST OF OCONTO, 5 MI (8.0 KM)
 DQ2505'SOUTH-SOUTHEAST OF LENA, AND 2 MI (3.2 KM) EAST-NORTHEAST OF STILES.
 DQ2505'
 DQ2505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DQ2505'HIGHWAY J, ABOUT 4 MI (6.4 KM) WEST OF THE CITY OF OCONTO, GO WEST ON
 DQ2505'STATE HIGHWAY 22 FOR 2.0 MI (3.2 KM) TO FUNK ROAD ON THE LEFT.  TURN
 DQ2505'LEFT AND GO SOUTH ON FUNK ROAD FOR APPROXIMATELY 200 FT (61.0 M) TO
 DQ2505'THE STATION ON THE LEFT.
 DQ2505'
 DQ2505'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2505'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2505'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2505'STATION IS 8.1 M (26.6 FT) EAST OF THE CENTERLINE OF FUNK ROAD, 60.5 M
 DQ2505'(198.5 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 22, 38.1 M (125.0
 DQ2505'FT) SOUTH OF A WISCONSIN DEPARTMENT OF TRANSPORTATION HORIZONTAL
 DQ2505'CONTROL POINT 13 DISK SET IN A CONCRETE POST, 25.2 M (82.7 FT)
 DQ2505'SOUTHEAST OF A POWER POLE -20T A14-, 24.8 M (81.4 FT) SOUTHEAST OF A
 DQ2505'UTILITY JUNCTION BOX -5200 01-, AND LOCATED IN THE CENTER OF A
 DQ2505'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2505'
 DQ2505'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2505'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2506 ***********************************************************************
 DQ2506  DESIGNATION -  5L72
 DQ2506  PID         -  DQ2506
 DQ2506  STATE/COUNTY-  WI/OCONTO
 DQ2506  COUNTRY     -  US
 DQ2506  USGS QUAD   -  OCONTO WEST (2018)
 DQ2506
 DQ2506                         *CURRENT SURVEY CONTROL
 DQ2506  ______________________________________________________________________
 DQ2506* NAD 83(2011) POSITION- 44 53 40.04415(N) 087 58 06.88789(W)   ADJUSTED
 DQ2506* NAD 83(2011) ELLIP HT-   172.488 (meters)        (04/14/17)   ADJUSTED
 DQ2506* NAD 83(2011) EPOCH   -  2010.00
 DQ2506* NAVD 88 ORTHO HEIGHT -   208.962 (meters)      685.57  (feet) ADJUSTED
 DQ2506  ______________________________________________________________________
 DQ2506  GEOID HEIGHT    -        -36.471 (meters)                     GEOID18
 DQ2506  NAD 83(2011) X  -    160,435.538 (meters)                     COMP
 DQ2506  NAD 83(2011) Y  - -4,523,154.740 (meters)                     COMP
 DQ2506  NAD 83(2011) Z  -  4,479,168.788 (meters)                     COMP
 DQ2506  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 DQ2506  DYNAMIC HEIGHT  -        208.942 (meters)      685.50  (feet) COMP
 DQ2506  MODELED GRAVITY -    980,516.6   (mgal)                       NAVD 88
 DQ2506
 DQ2506  VERT ORDER      -  SECOND    CLASS I
 DQ2506
 DQ2506  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2506  Standards:
 DQ2506         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2506            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2506  -------------------------------------------------------------------
 DQ2506  NETWORK    0.54   0.88           0.24   0.20   0.45     -0.07772866
 DQ2506  -------------------------------------------------------------------
 DQ2506  Click here for local accuracies and other accuracy information.
 DQ2506
 DQ2506.The horizontal coordinates were established by GPS observations
 DQ2506.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2506
 DQ2506.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2506.been affixed to the stable North American tectonic plate. See 
 DQ2506.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2506
 DQ2506.The horizontal coordinates are valid at the epoch date displayed above
 DQ2506.which is a decimal equivalence of Year/Month/Day.
 DQ2506
 DQ2506.The orthometric height was determined by differential leveling and
 DQ2506.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2506.in February 2017.
 DQ2506
 DQ2506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2506.GEOID18 height accuracy estimate available here.
 DQ2506
 DQ2506.Click photographs - Photos may exist for this station.
 DQ2506
 DQ2506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2506
 DQ2506.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2506
 DQ2506.The ellipsoidal height was determined by GPS observations
 DQ2506.and is referenced to NAD 83.
 DQ2506
 DQ2506.The dynamic height is computed by dividing the NAVD 88
 DQ2506.geopotential number by the normal gravity value computed on the
 DQ2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2506.degrees latitude (g = 980.6199 gals.).
 DQ2506
 DQ2506.The modeled gravity was interpolated from observed gravity values.
 DQ2506
 DQ2506. The following values were computed from the NAD 83(2011) position.
 DQ2506
 DQ2506;                    North         East     Units Scale Factor Converg.
 DQ2506;SPC WI C     -   119,917.581   760,438.581   MT  0.99994076   +1 25 60.0
 DQ2506;SPC WI C     -   393,429.60  2,494,872.24   sFT  0.99994076   +1 25 60.0
 DQ2506;UTM  16      - 4,971,682.265   423,521.044   MT  0.99967192   -0 41 01.2
 DQ2506
 DQ2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2506!SPC WI C     -   0.99997296  x   0.99994076  =   0.99991372
 DQ2506!UTM  16      -   0.99997296  x   0.99967192  =   0.99964489
 DQ2506
 DQ2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2352171682(NAD 83)
 DQ2506
 DQ2506                          SUPERSEDED SURVEY CONTROL
 DQ2506
 DQ2506.No superseded survey control is available for this station.
 DQ2506
 DQ2506_MARKER: DD = SURVEY DISK
 DQ2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2506_STAMPING: 5L72 2014
 DQ2506_MARK LOGO: WIDT
 DQ2506_PROJECTION: FLUSH
 DQ2506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2506+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2015
 DQ2506
 DQ2506  HISTORY     - Date     Condition        Report By
 DQ2506  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2506  HISTORY     - 20150903 GOOD             WIDT
 DQ2506
 DQ2506                          STATION DESCRIPTION
 DQ2506
 DQ2506'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2506'THE STATION IS 5.5 MI (8.8 KM) SOUTHEAST OF LENA, 4 MI (6.4 KM) WEST
 DQ2506'OF OCONTO, AND 4 MI (6.4 KM) EAST-NORTHEAST OF STILES.
 DQ2506'
 DQ2506'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DQ2506'HIGHWAY J ABOUT 4 MI (6.4 KM) WEST OF THE CITY OF OCONTO, GO NORTH ON
 DQ2506'COUNTY HIGHWAY J FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DQ2506'
 DQ2506'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2506'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2506'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2506'ROAD GRADE.  THE STATION IS 8.7 M (28.5 FT) WEST OF THE CENTERLINE OF
 DQ2506'COUNTY HIGHWAY J, 185 M (607.0 FT) NORTH OF STATE HIGHWAY 22, 48.0 M
 DQ2506'(157.5 FT) NORTH OF A GREEN DIRECTIONAL SIGN -OCONTO/OCONTO FALLS-,
 DQ2506'40.6 M (133.2 FT) SOUTH OF A ROUTE SIGN -JCT 22-, AND LOCATED IN THE
 DQ2506'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2506'
 DQ2506'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2506'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2507 ***********************************************************************
 DQ2507  DESIGNATION -  5L73
 DQ2507  PID         -  DQ2507
 DQ2507  STATE/COUNTY-  WI/OCONTO
 DQ2507  COUNTRY     -  US
 DQ2507  USGS QUAD   -  OCONTO WEST (2018)
 DQ2507
 DQ2507                         *CURRENT SURVEY CONTROL
 DQ2507  ______________________________________________________________________
 DQ2507* NAD 83(1986) POSITION- 44 53 34.9    (N) 087 56 35.6    (W)   HD_HELD2
 DQ2507* NAVD 88 ORTHO HEIGHT -   202.678 (meters)      664.95  (feet) ADJUSTED
 DQ2507  ______________________________________________________________________
 DQ2507  GEOID HEIGHT    -        -36.489 (meters)                     GEOID18
 DQ2507  DYNAMIC HEIGHT  -        202.659 (meters)      664.89  (feet) COMP
 DQ2507  MODELED GRAVITY -    980,518.1   (mgal)                       NAVD 88
 DQ2507
 DQ2507  VERT ORDER      -  SECOND    CLASS I
 DQ2507
 DQ2507.The horizontal coordinates were established by autonomous hand held GPS
 DQ2507.observations and have an estimated accuracy of +/- 10 meters.
 DQ2507
 DQ2507.The orthometric height was determined by differential leveling and
 DQ2507.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2507.in February 2017.
 DQ2507
 DQ2507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2507.GEOID18 height accuracy estimate available here.
 DQ2507
 DQ2507.Click photographs - Photos may exist for this station.
 DQ2507
 DQ2507.The dynamic height is computed by dividing the NAVD 88
 DQ2507.geopotential number by the normal gravity value computed on the
 DQ2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2507.degrees latitude (g = 980.6199 gals.).
 DQ2507
 DQ2507.The modeled gravity was interpolated from observed gravity values.
 DQ2507
 DQ2507;                    North         East    Units  Estimated Accuracy
 DQ2507;SPC WI C     -   119,809.      762,445.      MT  (+/- 10 meters HH2 GPS)
 DQ2507
 DQ2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2552171499(NAD 83)
 DQ2507
 DQ2507                          SUPERSEDED SURVEY CONTROL
 DQ2507
 DQ2507.No superseded survey control is available for this station.
 DQ2507
 DQ2507_MARKER: DD = SURVEY DISK
 DQ2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2507_STAMPING: 5L73 2014
 DQ2507_MARK LOGO: WIDT
 DQ2507_PROJECTION: FLUSH
 DQ2507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2507+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2015
 DQ2507
 DQ2507  HISTORY     - Date     Condition        Report By
 DQ2507  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2507  HISTORY     - 20150903 GOOD             WIDT
 DQ2507
 DQ2507                          STATION DESCRIPTION
 DQ2507
 DQ2507'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2507'THE STATION IS 6.5 MI (10.5 KM) SOUTHEAST OF LENA, 5 MI (8.0 KM) EAST
 DQ2507'OF STILES, AND 3 MI (4.8 KM) WEST OF OCONTO.
 DQ2507'
 DQ2507'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DQ2507'HIGHWAY 22 (EXIT 198) ON THE WEST SIDE OF THE CITY OF OCONTO, EXIT
 DQ2507'WEST FROM THE ROUND-A-BOUT WEST OF THE US HIGHWAY 41 BRIDGE OVER STATE
 DQ2507'HIGHWAY 22 AND GO WEST ON STATE HIGHWAY 22 FOR APPROXIMATELY 2.2 MI
 DQ2507'(3.5 KM) TO VAN HULLE LANE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DQ2507'
 DQ2507'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2507'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2507'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2507'STATION IS 10.4 M (34.1 FT) WEST OF THE CENTERLINE OF VAN HULLE LANE,
 DQ2507'36.4 M (119.4 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 22, 25.7 M
 DQ2507'(84.3 FT) WEST-NORTHWEST OF A POWER POLE -215 1-, 19.3 M (63.3 FT)
 DQ2507'NORTH OF A YELLOW PLASTIC RIGHT-OF-WAY POST, 6.4 M (21.0 FT) SOUTH OF
 DQ2507'THE EXTENDED CENTER OF A DRIVEWAY -6130-, 4 M (13 FT) NORTH OF THE
 DQ2507'CENTER OF A FIELD ENTRANCE, 3.8 M (12.5 FT) WEST-SOUTHWEST OF THE
 DQ2507'NORTH END OF A STEEL CULVERT PIPE UNDER THE FIELD ENTRANCE, AND
 DQ2507'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ2507'WITNESS POSTS.
 DQ2507'
 DQ2507'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2507'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2508 ***********************************************************************
 DQ2508  DESIGNATION -  5L74
 DQ2508  PID         -  DQ2508
 DQ2508  STATE/COUNTY-  WI/OCONTO
 DQ2508  COUNTRY     -  US
 DQ2508  USGS QUAD   -  OCONTO WEST (2018)
 DQ2508
 DQ2508                         *CURRENT SURVEY CONTROL
 DQ2508  ______________________________________________________________________
 DQ2508* NAD 83(1986) POSITION- 44 53 31.9    (N) 087 54 22.1    (W)   HD_HELD2
 DQ2508* NAVD 88 ORTHO HEIGHT -   183.177 (meters)      600.97  (feet) ADJUSTED
 DQ2508  ______________________________________________________________________
 DQ2508  GEOID HEIGHT    -        -36.516 (meters)                     GEOID18
 DQ2508  DYNAMIC HEIGHT  -        183.160 (meters)      600.92  (feet) COMP
 DQ2508  MODELED GRAVITY -    980,519.9   (mgal)                       NAVD 88
 DQ2508
 DQ2508  VERT ORDER      -  SECOND    CLASS I
 DQ2508
 DQ2508.The horizontal coordinates were established by autonomous hand held GPS
 DQ2508.observations and have an estimated accuracy of +/- 10 meters.
 DQ2508
 DQ2508.The orthometric height was determined by differential leveling and
 DQ2508.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2508.in February 2017.
 DQ2508
 DQ2508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2508.GEOID18 height accuracy estimate available here.
 DQ2508
 DQ2508.Click photographs - Photos may exist for this station.
 DQ2508
 DQ2508.The dynamic height is computed by dividing the NAVD 88
 DQ2508.geopotential number by the normal gravity value computed on the
 DQ2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2508.degrees latitude (g = 980.6199 gals.).
 DQ2508
 DQ2508.The modeled gravity was interpolated from observed gravity values.
 DQ2508
 DQ2508;                    North         East    Units  Estimated Accuracy
 DQ2508;SPC WI C     -   119,792.      765,375.      MT  (+/- 10 meters HH2 GPS)
 DQ2508
 DQ2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2844871374(NAD 83)
 DQ2508
 DQ2508                          SUPERSEDED SURVEY CONTROL
 DQ2508
 DQ2508.No superseded survey control is available for this station.
 DQ2508
 DQ2508_MARKER: DD = SURVEY DISK
 DQ2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2508_STAMPING: 5L74 2014
 DQ2508_MARK LOGO: WIDT
 DQ2508_PROJECTION: FLUSH
 DQ2508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2508+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2015
 DQ2508
 DQ2508  HISTORY     - Date     Condition        Report By
 DQ2508  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2508  HISTORY     - 20150804 GOOD             WIDT
 DQ2508
 DQ2508                          STATION DESCRIPTION
 DQ2508
 DQ2508'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2508'THE STATION IS 8 MI (12.9 KM) SOUTHEAST OF LENA, 7 MI (11.3 KM)
 DQ2508'EAST-NORTHEAST OF STILES, AND 1 MI (1.6 KM) WEST OF OCONTO.
 DQ2508'
 DQ2508'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DQ2508'HIGHWAY 22 (EXIT 198) ON THE WEST SIDE OF THE CITY OF OCONTO, EXIT
 DQ2508'WEST FROM THE ROUND-A-BOUT WEST OF THE US HIGHWAY 41 BRIDGE OVER STATE
 DQ2508'HIGHWAY 22 AND GO WEST ON STATE HIGHWAY 22 FOR APPROXIMATELY 0.25 MI
 DQ2508'(0.4 KM) TO A FIELD ENTRANCE ON THE RIGHT AND THE STATION ON THE
 DQ2508'RIGHT.
 DQ2508'
 DQ2508'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2508'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2508'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2508'STATION IS 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DQ2508'22, 12.0 M (39.4 FT) EAST OF A YELLOW PLASTIC RIGHT-OF-WAY POST, 4.5 M
 DQ2508'(14.8 FT) EAST OF THE CENTER OF A GRAVEL FIELD ENTRANCE, 3.4 M (11.2
 DQ2508'FT) NORTH OF THE EAST END OF A STEEL CULVERT PIPE UNDER THE FIELD
 DQ2508'ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DQ2508'WHITE PLASTIC WITNESS POSTS.
 DQ2508'
 DQ2508'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2508'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING
 DQ2508'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2557 ***********************************************************************
 DL2557  DESIGNATION -  5M61
 DL2557  PID         -  DL2557
 DL2557  STATE/COUNTY-  WI/DOOR
 DL2557  COUNTRY     -  US
 DL2557  USGS QUAD   -  STURGEON BAY EAST (2018)
 DL2557
 DL2557                         *CURRENT SURVEY CONTROL
 DL2557  ______________________________________________________________________
 DL2557* NAD 83(1986) POSITION- 44 51 01.34   (N) 087 21 41.95   (W)   HD_HELD1
 DL2557* NAVD 88 ORTHO HEIGHT -   189.987 (meters)      623.32  (feet) ADJUSTED
 DL2557  ______________________________________________________________________
 DL2557  GEOID HEIGHT    -        -36.800 (meters)                     GEOID18
 DL2557  DYNAMIC HEIGHT  -        189.968 (meters)      623.25  (feet) COMP
 DL2557  MODELED GRAVITY -    980,516.8   (mgal)                       NAVD 88
 DL2557
 DL2557  VERT ORDER      -  SECOND    CLASS I
 DL2557
 DL2557.The horizontal coordinates were determined by differentially corrected
 DL2557.hand held GPS observations or other comparable positioning techniques
 DL2557.and have an estimated accuracy of +/- 3 meters.
 DL2557
 DL2557.The orthometric height was determined by differential leveling and
 DL2557.adjusted by the NATIONAL GEODETIC SURVEY
 DL2557.in October 2019.
 DL2557
 DL2557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2557.GEOID18 height accuracy estimate available here.
 DL2557
 DL2557.Click photographs - Photos may exist for this station.
 DL2557
 DL2557.The dynamic height is computed by dividing the NAVD 88
 DL2557.geopotential number by the normal gravity value computed on the
 DL2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2557.degrees latitude (g = 980.6199 gals.).
 DL2557
 DL2557.The modeled gravity was interpolated from observed gravity values.
 DL2557
 DL2557;                    North         East    Units  Estimated Accuracy
 DL2557;SPC WI C     -   116,399.6     808,517.0     MT  (+/- 3 meters HH1 GPS) 
 DL2557
 DL2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7142266392(NAD 83)
 DL2557
 DL2557                          SUPERSEDED SURVEY CONTROL
 DL2557
 DL2557  NAVD 88 (05/08/12)  189.996  (m)          623.35   (f) SUPERSEDED  2 1
 DL2557
 DL2557.Superseded values are not recommended for survey control.
 DL2557
 DL2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2557.See file dsdata.pdf to determine how the superseded data were derived.
 DL2557
 DL2557_MARKER: DD = SURVEY DISK
 DL2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2557_STAMPING: 5M61 2007
 DL2557_MARK LOGO: WIDT
 DL2557_PROJECTION: FLUSH
 DL2557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2557+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 DL2557
 DL2557  HISTORY     - Date     Condition        Report By
 DL2557  HISTORY     - 2008     MONUMENTED       WIDT
 DL2557  HISTORY     - 20081014 GOOD             WIDT
 DL2557  HISTORY     - 20180813 GOOD             USPSQD
 DL2557  HISTORY     - 20190815 GOOD             WIDT
 DL2557
 DL2557                          STATION DESCRIPTION
 DL2557
 DL2557'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2557'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 57
 DL2557'WITH COUNTY HIGHWAY T (ALABAMA STREET) ON THE NORTHEAST SIDE OF THE
 DL2557'CITY OF STURGEON BAY, GO WEST ON COUNTY HIGHWAY T (ALABAMA STREET) FOR
 DL2557'0.6 MILE TO BUSINESS 42 AND 57 (EGG HARBOR ROAD), TURN LEFT AND GO
 DL2557'SOUTHWEST ON BUSINESS 42 AND 57 (EGG HARBOR ROAD) FOR 0.18 MILE TO
 DL2557'NORTH 14TH STREET, TURN RIGHT AND GO NORTH ON NORTH 14TH STREET FOR
 DL2557'0.16 MILE TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DL2557'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2557'DISK STAMPED --5M61 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2557'DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2557'APPROXIMATELY 0.5 M (1.6 FT) BELOW THE STREET PAVEMENT.  THE STATION
 DL2557'IS 13.1 M (43.0 FT) WEST OF THE CENTERLINE OF NORTH 14TH STREET, 8.6 M
 DL2557'(28.2 FT) SOUTH OF THE CENTERLINE OF THE NORTH ENTRANCE TO --APPLE
 DL2557'VALLEY LANES--, 35.0 M (114.8 FT) NORTHWEST OF POWER POLE
 DL2557'--6J-1-1-10--, 31.0 M (101.7 FT) SOUTHWEST OF POWER POLE --6J-1-1-11
 DL2557'AND L600 4-- WITH WIRES CROSSING OVER THE STREET, 29.7 M (97.4 FT)
 DL2557'NORTH OF A RED FIRE HYDRANT, 14.3 M (46.9 FT) EAST OF THE EAST EDGE OF
 DL2557'A PAVED PARKING LOT, AND 0.3 M (1.0 FT) EAST OF A WHITE PLASTIC
 DL2557'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DL2557'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2557
 DL2557                          STATION RECOVERY (2018)
 DL2557
 DL2557'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 DL2557'NO WITNESS POST.
 DL2557
 DL2557                          STATION RECOVERY (2019)
 DL2557
 DL2557'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2557'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2558 ***********************************************************************
 DL2558  DESIGNATION -  5M62
 DL2558  PID         -  DL2558
 DL2558  STATE/COUNTY-  WI/DOOR
 DL2558  COUNTRY     -  US
 DL2558  USGS QUAD   -  STURGEON BAY EAST (2018)
 DL2558
 DL2558                         *CURRENT SURVEY CONTROL
 DL2558  ______________________________________________________________________
 DL2558* NAD 83(1986) POSITION- 44 51 37.84   (N) 087 20 34.75   (W)   HD_HELD1
 DL2558* NAVD 88 ORTHO HEIGHT -   193.619 (meters)      635.23  (feet) ADJUSTED
 DL2558  ______________________________________________________________________
 DL2558  GEOID HEIGHT    -        -36.819 (meters)                     GEOID18
 DL2558  DYNAMIC HEIGHT  -        193.601 (meters)      635.17  (feet) COMP
 DL2558  MODELED GRAVITY -    980,517.2   (mgal)                       NAVD 88
 DL2558
 DL2558  VERT ORDER      -  SECOND    CLASS I
 DL2558
 DL2558.The horizontal coordinates were determined by differentially corrected
 DL2558.hand held GPS observations or other comparable positioning techniques
 DL2558.and have an estimated accuracy of +/- 3 meters.
 DL2558
 DL2558.The orthometric height was determined by differential leveling and
 DL2558.adjusted by the WI DEPT OF TRANSP
 DL2558.in May 2012.
 DL2558
 DL2558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2558.GEOID18 height accuracy estimate available here.
 DL2558
 DL2558.Click photographs - Photos may exist for this station.
 DL2558
 DL2558.The dynamic height is computed by dividing the NAVD 88
 DL2558.geopotential number by the normal gravity value computed on the
 DL2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2558.degrees latitude (g = 980.6199 gals.).
 DL2558
 DL2558.The modeled gravity was interpolated from observed gravity values.
 DL2558
 DL2558;                    North         East    Units  Estimated Accuracy
 DL2558;SPC WI C     -   117,573.8     809,954.9     MT  (+/- 3 meters HH1 GPS) 
 DL2558
 DL2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7290167512(NAD 83)
 DL2558
 DL2558                          SUPERSEDED SURVEY CONTROL
 DL2558
 DL2558.No superseded survey control is available for this station.
 DL2558
 DL2558_MARKER: DD = SURVEY DISK
 DL2558_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2558_SP_SET: CULVERT HEADWALL
 DL2558_STAMPING: 5M62 2007
 DL2558_MARK LOGO: WIDT
 DL2558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2558+STABILITY: SURFACE MOTION
 DL2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2558+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2019
 DL2558
 DL2558  HISTORY     - Date     Condition        Report By
 DL2558  HISTORY     - 2007     MONUMENTED       WIDT
 DL2558  HISTORY     - 20081015 GOOD             WIDT
 DL2558  HISTORY     - 20190814 GOOD             WIDT
 DL2558
 DL2558                          STATION DESCRIPTION
 DL2558
 DL2558'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2558'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 57
 DL2558'WITH COUNTY HIGHWAY T ON THE NORTHEAST SIDE OF THE CITY OF STURGEON
 DL2558'BAY, GO NORTH ON STATE HIGHWAYS 42 AND 57 FOR 0.8 MILE TO COUNTY
 DL2558'HIGHWAY BB (GORDON ROAD) LEFT, CONTINUE NORTH-NORTHEAST ON STATE
 DL2558'HIGHWAYS 42 AND 57 FOR 24 M (78.7 FT) TO BOX CULVERT --C-15-2-62--
 DL2558'OVER BIG CREEK AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DL2558'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2558'DISK STAMPED --5M62 2007-- SET IN A DRILL HOLE IN THE TOP OF THE NORTH
 DL2558'END OF THE EAST CULVERT HEADWALL APPROXIMATELY LEVEL WITH THE HIGHWAY
 DL2558'PAVEMENT.  THE STATION IS 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF
 DL2558'STATE HIGHWAYS 42 AND 57, 0.7 MILE SOUTH OF THE JUNCTION OF STATE
 DL2558'HIGHWAY 57 WITH STATE HIGHWAY 42, 23.9 M (78.4 FT) NORTH OF THE
 DL2558'EXTENDED CENTERLINE OF COUNTY HIGHWAY BB (GORDON ROAD), 23.4 M (76.8
 DL2558'FT) SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE --3968--, 8.7 M (28.5
 DL2558'FT) NORTH OF A --42/57 DOUBLE ARROW-- WOOD SIGN POST, 7.3 M (24.0 FT)
 DL2558'NORTH OF A --BIG CREEK-- METAL SIGN POST, 40 CM (16 INCHES) SOUTH OF
 DL2558'THE NORTH END AND 23 CM (9 INCHES) WEST OF THE EAST EDGE OF THE
 DL2558'CULVERT HEADWALL, AND 0.9 M (3.0 FT) WEST OF A WHITE PLASTIC WITNESS
 DL2558'POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE
 DL2558'EAST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DL2558
 DL2558                          STATION RECOVERY (2019)
 DL2558
 DL2558'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2558'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2559 ***********************************************************************
 DL2559  DESIGNATION -  5M63
 DL2559  PID         -  DL2559
 DL2559  STATE/COUNTY-  WI/DOOR
 DL2559  COUNTRY     -  US
 DL2559  USGS QUAD   -  INSTITUTE (2018)
 DL2559
 DL2559                         *CURRENT SURVEY CONTROL
 DL2559  ______________________________________________________________________
 DL2559* NAD 83(1986) POSITION- 44 53 34.54   (N) 087 20 11.45   (W)   HD_HELD1
 DL2559* NAVD 88 ORTHO HEIGHT -   214.476 (meters)      703.66  (feet) ADJUSTED
 DL2559  ______________________________________________________________________
 DL2559  GEOID HEIGHT    -        -36.852 (meters)                     GEOID18
 DL2559  DYNAMIC HEIGHT  -        214.456 (meters)      703.59  (feet) COMP
 DL2559  MODELED GRAVITY -    980,519.1   (mgal)                       NAVD 88
 DL2559
 DL2559  VERT ORDER      -  SECOND    CLASS I
 DL2559
 DL2559.The horizontal coordinates were determined by differentially corrected
 DL2559.hand held GPS observations or other comparable positioning techniques
 DL2559.and have an estimated accuracy of +/- 3 meters.
 DL2559
 DL2559.The orthometric height was determined by differential leveling and
 DL2559.adjusted by the NATIONAL GEODETIC SURVEY
 DL2559.in October 2019.
 DL2559
 DL2559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2559.GEOID18 height accuracy estimate available here.
 DL2559
 DL2559.Click photographs - Photos may exist for this station.
 DL2559
 DL2559.The dynamic height is computed by dividing the NAVD 88
 DL2559.geopotential number by the normal gravity value computed on the
 DL2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2559.degrees latitude (g = 980.6199 gals.).
 DL2559
 DL2559.The modeled gravity was interpolated from observed gravity values.
 DL2559
 DL2559;                    North         East    Units  Estimated Accuracy
 DL2559;SPC WI C     -   121,190.8     810,348.0     MT  (+/- 3 meters HH1 GPS) 
 DL2559
 DL2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7342871111(NAD 83)
 DL2559
 DL2559                          SUPERSEDED SURVEY CONTROL
 DL2559
 DL2559  NAVD 88 (05/08/12)  214.488  (m)          703.70   (f) SUPERSEDED  2 1
 DL2559
 DL2559.Superseded values are not recommended for survey control.
 DL2559
 DL2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2559.See file dsdata.pdf to determine how the superseded data were derived.
 DL2559
 DL2559_MARKER: DD = SURVEY DISK
 DL2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2559_STAMPING: 5M63 2007
 DL2559_MARK LOGO: WIDT
 DL2559_PROJECTION: FLUSH
 DL2559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2559+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 DL2559
 DL2559  HISTORY     - Date     Condition        Report By
 DL2559  HISTORY     - 2008     MONUMENTED       WIDT
 DL2559  HISTORY     - 20081015 GOOD             WIDT
 DL2559  HISTORY     - 20180813 GOOD             USPSQD
 DL2559  HISTORY     - 20190815 GOOD             WIDT
 DL2559
 DL2559                          STATION DESCRIPTION
 DL2559
 DL2559'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2559'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DL2559'STATE HIGHWAY 42 WITH COUNTY HIGHWAY P APPROXIMATELY 2 MI (3.2 KM)
 DL2559'WEST OF THE COMMUNITY OF INSTITUTE AND 3 MI (4.8 KM) NORTH OF THE CITY
 DL2559'OF STURGEON BAY.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2559'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5M63
 DL2559'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4
 DL2559'M (8.0 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6
 DL2559'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.0 M (29.5 FT) SOUTH
 DL2559'OF THE CENTERLINE OF COUNTY HIGHWAY P, 23.6 M (77.4 FT) EAST OF THE
 DL2559'CENTERLINE OF STATE HIGHWAY 42, 3.3 M (10.8 FT) SOUTHEAST OF A
 DL2559'--STOP-- SIGN WOOD POST, AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT)
 DL2559'NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2559'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2559'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2559
 DL2559                          STATION RECOVERY (2018)
 DL2559
 DL2559'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 DL2559'BETWEEN TWO WITNESS POSTS.
 DL2559
 DL2559                          STATION RECOVERY (2019)
 DL2559
 DL2559'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2559'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2560 ***********************************************************************
 DL2560  DESIGNATION -  5M64
 DL2560  PID         -  DL2560
 DL2560  STATE/COUNTY-  WI/DOOR
 DL2560  COUNTRY     -  US
 DL2560  USGS QUAD   -  INSTITUTE (2018)
 DL2560
 DL2560                         *CURRENT SURVEY CONTROL
 DL2560  ______________________________________________________________________
 DL2560* NAD 83(1986) POSITION- 44 55 18.55   (N) 087 20 12.42   (W)   HD_HELD1
 DL2560* NAVD 88 ORTHO HEIGHT -   219.024 (meters)      718.58  (feet) ADJUSTED
 DL2560  ______________________________________________________________________
 DL2560  GEOID HEIGHT    -        -36.878 (meters)                     GEOID18
 DL2560  DYNAMIC HEIGHT  -        219.004 (meters)      718.52  (feet) COMP
 DL2560  MODELED GRAVITY -    980,520.9   (mgal)                       NAVD 88
 DL2560
 DL2560  VERT ORDER      -  SECOND    CLASS I
 DL2560
 DL2560.The horizontal coordinates were determined by differentially corrected
 DL2560.hand held GPS observations or other comparable positioning techniques
 DL2560.and have an estimated accuracy of +/- 3 meters.
 DL2560
 DL2560.The orthometric height was determined by differential leveling and
 DL2560.adjusted by the WI DEPT OF TRANSP
 DL2560.in May 2012.
 DL2560
 DL2560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2560.GEOID18 height accuracy estimate available here.
 DL2560
 DL2560.Click photographs - Photos may exist for this station.
 DL2560
 DL2560.The dynamic height is computed by dividing the NAVD 88
 DL2560.geopotential number by the normal gravity value computed on the
 DL2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2560.degrees latitude (g = 980.6199 gals.).
 DL2560
 DL2560.The modeled gravity was interpolated from observed gravity values.
 DL2560
 DL2560;                    North         East    Units  Estimated Accuracy
 DL2560;SPC WI C     -   124,398.9     810,221.5     MT  (+/- 3 meters HH1 GPS) 
 DL2560
 DL2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7342074320(NAD 83)
 DL2560
 DL2560                          SUPERSEDED SURVEY CONTROL
 DL2560
 DL2560.No superseded survey control is available for this station.
 DL2560
 DL2560_MARKER: DD = SURVEY DISK
 DL2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2560_STAMPING: 5M64 2007
 DL2560_MARK LOGO: WIDT
 DL2560_PROJECTION: FLUSH
 DL2560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2560+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2019
 DL2560
 DL2560  HISTORY     - Date     Condition        Report By
 DL2560  HISTORY     - 2008     MONUMENTED       WIDT
 DL2560  HISTORY     - 20081016 GOOD             WIDT
 DL2560  HISTORY     - 20180813 GOOD             USPSQD
 DL2560  HISTORY     - 20190820 GOOD             WIDT
 DL2560
 DL2560                          STATION DESCRIPTION
 DL2560
 DL2560'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2560'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2560'HIGHWAY I EAST AND CARLSVILLE ROAD WEST IN THE COMMUNITY OF
 DL2560'CARLSVILLE, GO SOUTH ON STATE HIGHWAY 42 FOR 2.0 MI (3.2 KM) TO CLARKS
 DL2560'LAKE ROAD AND THE STATION IN THE SOUTHEAST QUADRANT ON THE LEFT.  THE
 DL2560'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DL2560'SURVEY CONTROL STATION DISK STAMPED --5M64 2007-- SET IN THE TOP OF A
 DL2560'40-CM (16 INCH) DIAMETER CONCRETE COLUMN KEYED INTO BEDROCK,
 DL2560'PROJECTING 1.3 M (4.3 FT) ABOVE THE BEDROCK, FLUSH WITH THE GROUND,
 DL2560'AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 14.4 M
 DL2560'(47.2 FT) SOUTH OF THE CENTERLINE OF CLARKS LAKE ROAD, 17.5 M (57.4
 DL2560'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 42, 17.5 M (57.4 FT) WEST
 DL2560'OF A METAL RIGHT-OF-WAY POST, AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT)
 DL2560'SOUTHWEST, AND 1.0 M (3.3 FT) NORTHWEST OF THREE WHITE PLASTIC WITNESS
 DL2560'POSTS.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN
 DL2560'THE WEST QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DL2560
 DL2560                          STATION RECOVERY (2018)
 DL2560
 DL2560'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 DL2560'RECOVERED IN GOOD CONDITION.
 DL2560
 DL2560                          STATION RECOVERY (2019)
 DL2560
 DL2560'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2560'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2562 ***********************************************************************
 DL2562  DESIGNATION -  5M65
 DL2562  PID         -  DL2562
 DL2562  STATE/COUNTY-  WI/DOOR
 DL2562  COUNTRY     -  US
 DL2562  USGS QUAD   -  INSTITUTE (2018)
 DL2562
 DL2562                         *CURRENT SURVEY CONTROL
 DL2562  ______________________________________________________________________
 DL2562* NAD 83(1986) POSITION- 44 58 50.29   (N) 087 19 46.57   (W)   HD_HELD1
 DL2562* NAVD 88 ORTHO HEIGHT -   235.347 (meters)      772.13  (feet) ADJUSTED
 DL2562  ______________________________________________________________________
 DL2562  GEOID HEIGHT    -        -36.945 (meters)                     GEOID18
 DL2562  DYNAMIC HEIGHT  -        235.326 (meters)      772.07  (feet) COMP
 DL2562  MODELED GRAVITY -    980,524.3   (mgal)                       NAVD 88
 DL2562
 DL2562  VERT ORDER      -  SECOND    CLASS I
 DL2562
 DL2562.The horizontal coordinates were determined by differentially corrected
 DL2562.hand held GPS observations or other comparable positioning techniques
 DL2562.and have an estimated accuracy of +/- 3 meters.
 DL2562
 DL2562.The orthometric height was determined by differential leveling and
 DL2562.adjusted by the WI DEPT OF TRANSP
 DL2562.in May 2012.
 DL2562
 DL2562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2562.GEOID18 height accuracy estimate available here.
 DL2562
 DL2562.Click photographs - Photos may exist for this station.
 DL2562
 DL2562.The dynamic height is computed by dividing the NAVD 88
 DL2562.geopotential number by the normal gravity value computed on the
 DL2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2562.degrees latitude (g = 980.6199 gals.).
 DL2562
 DL2562.The modeled gravity was interpolated from observed gravity values.
 DL2562
 DL2562;                    North         East    Units  Estimated Accuracy
 DL2562;SPC WI C     -   130,950.0     810,573.2     MT  (+/- 3 meters HH1 GPS) 
 DL2562
 DL2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7401380852(NAD 83)
 DL2562
 DL2562                          SUPERSEDED SURVEY CONTROL
 DL2562
 DL2562.No superseded survey control is available for this station.
 DL2562
 DL2562_MARKER: DD = SURVEY DISK
 DL2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2562_STAMPING: 5M65 2007
 DL2562_MARK LOGO: WIDT
 DL2562_PROJECTION: FLUSH
 DL2562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2562+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2019
 DL2562
 DL2562  HISTORY     - Date     Condition        Report By
 DL2562  HISTORY     - 2008     MONUMENTED       WIDT
 DL2562  HISTORY     - 20081020 GOOD             WIDT
 DL2562  HISTORY     - 20180813 GOOD             USPSQD
 DL2562  HISTORY     - 20190821 GOOD             WIDT
 DL2562
 DL2562                          STATION DESCRIPTION
 DL2562
 DL2562'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2562'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2562'HIGHWAY I EAST AND CARLSVILLE ROAD WEST IN THE COMMUNITY OF
 DL2562'CARLSVILLE, GO NORTHEAST ON STATE HIGHWAY 42 FOR 2.0 MI (3.2 KM) TO
 DL2562'SUNNY SLOPE ROAD AND THE STATION IN THE NORTHWEST QUADRANT ON THE
 DL2562'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2562'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5M65 2007-- SET IN THE
 DL2562'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE COLUMN KEYED INTO BEDROCK
 DL2562'PROJECTING 0.6 M (2.0 FT) ABOVE THE BEDROCK, FLUSH WITH THE GROUND,
 DL2562'AND APPROXIMATELY 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DL2562'STATION IS 12.9 M (42.3 FT) WEST-NORTHWEST OF THE CENTERLINE OF STATE
 DL2562'HIGHWAY 42, 23.8 M (78.1 FT) NORTH OF THE CENTERLINE OF SUNNY SLOPE
 DL2562'ROAD, AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST, AND 1.0 M
 DL2562'(3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2562'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2562'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2562
 DL2562                          STATION RECOVERY (2018)
 DL2562
 DL2562'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 DL2562'RECOVERED IN GOOD CONDITION.
 DL2562
 DL2562                          STATION RECOVERY (2019)
 DL2562
 DL2562'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2562'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2500 ***********************************************************************
 DL2500  DESIGNATION -  5M71
 DL2500  PID         -  DL2500
 DL2500  STATE/COUNTY-  WI/DOOR
 DL2500  COUNTRY     -  US
 DL2500  USGS QUAD   -  STURGEON BAY EAST (2018)
 DL2500
 DL2500                         *CURRENT SURVEY CONTROL
 DL2500  ______________________________________________________________________
 DL2500* NAD 83(1986) POSITION- 44 50 51.49   (N) 087 18 54.95   (W)   HD_HELD1
 DL2500* NAVD 88 ORTHO HEIGHT -   209.188 (meters)      686.31  (feet) ADJUSTED
 DL2500  ______________________________________________________________________
 DL2500  GEOID HEIGHT    -        -36.824 (meters)                     GEOID18
 DL2500  DYNAMIC HEIGHT  -        209.168 (meters)      686.25  (feet) COMP
 DL2500  MODELED GRAVITY -    980,516.0   (mgal)                       NAVD 88
 DL2500
 DL2500  VERT ORDER      -  SECOND    CLASS I
 DL2500
 DL2500.The horizontal coordinates were determined by differentially corrected
 DL2500.hand held GPS observations or other comparable positioning techniques
 DL2500.and have an estimated accuracy of +/- 3 meters.
 DL2500
 DL2500.The orthometric height was determined by differential leveling and
 DL2500.adjusted by the WI DEPT OF TRANSP
 DL2500.in May 2012.
 DL2500
 DL2500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2500.GEOID18 height accuracy estimate available here.
 DL2500
 DL2500.Click photographs - Photos may exist for this station.
 DL2500
 DL2500.The dynamic height is computed by dividing the NAVD 88
 DL2500.geopotential number by the normal gravity value computed on the
 DL2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2500.degrees latitude (g = 980.6199 gals.).
 DL2500
 DL2500.The modeled gravity was interpolated from observed gravity values.
 DL2500
 DL2500;                    North         East    Units  Estimated Accuracy
 DL2500;SPC WI C     -   116,215.9     812,192.0     MT  (+/- 3 meters HH1 GPS) 
 DL2500
 DL2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7508666073(NAD 83)
 DL2500
 DL2500                          SUPERSEDED SURVEY CONTROL
 DL2500
 DL2500.No superseded survey control is available for this station.
 DL2500
 DL2500_MARKER: DD = SURVEY DISK
 DL2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2500_STAMPING: 5M71 2007
 DL2500_MARK LOGO: WIDT
 DL2500_PROJECTION: FLUSH
 DL2500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2500+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2019
 DL2500
 DL2500  HISTORY     - Date     Condition        Report By
 DL2500  HISTORY     - 2008     MONUMENTED       WIDT
 DL2500  HISTORY     - 20081117 GOOD             WIDT
 DL2500  HISTORY     - 20190814 GOOD             WIDT
 DL2500
 DL2500                          STATION DESCRIPTION
 DL2500
 DL2500'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2500'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 57
 DL2500'WITH COUNTY HIGHWAY T (ALABAMA STREET) ON THE NORTHEAST SIDE OF THE
 DL2500'CITY OF STURGEON BAY, GO EAST ON COUNTY HIGHWAY T FOR 1.5 MI (2.4 KM)
 DL2500'TO MATHEY ROAD, TURN RIGHT AND GO SOUTH ON MATHEY ROAD FOR 0.14 MILE
 DL2500'TO THE STATION ON THE RIGHT.
 DL2500'
 DL2500'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2500'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5M71 2007-- SET IN THE
 DL2500'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP,
 DL2500'FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6 FT) BELOW THE ROAD
 DL2500'PAVEMENT.
 DL2500'
 DL2500'THE STATION IS 7.0 M (23.0 FT) WEST OF THE CENTERLINE OF MATHEY ROAD,
 DL2500'0.88 MILE NORTH OF COUNTY HIGHWAY TT, 7.8 M (25.6 FT) NORTH OF THE
 DL2500'CENTERLINE OF A FIELD ENTRANCE, 1.4 M (4.6 FT) EAST OF A CULTIVATED
 DL2500'FIELD, AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST, AND 1.0 M
 DL2500'(3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2500'
 DL2500'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2500'15 DEGREES ABOVE THE HORIZON.
 DL2500
 DL2500                          STATION RECOVERY (2019)
 DL2500
 DL2500'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2500'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2501 ***********************************************************************
 DL2501  DESIGNATION -  5M72
 DL2501  PID         -  DL2501
 DL2501  STATE/COUNTY-  WI/DOOR
 DL2501  COUNTRY     -  US
 DL2501  USGS QUAD   -  STURGEON BAY EAST (2018)
 DL2501
 DL2501                         *CURRENT SURVEY CONTROL
 DL2501  ______________________________________________________________________
 DL2501* NAD 83(2011) POSITION- 44 51 31.56884(N) 087 17 41.52387(W)   ADJUSTED
 DL2501* NAD 83(2011) ELLIP HT-   161.246 (meters)        (04/14/17)   ADJUSTED
 DL2501* NAD 83(2011) EPOCH   -  2010.00
 DL2501* NAVD 88 ORTHO HEIGHT -   198.094 (meters)      649.91  (feet) ADJUSTED
 DL2501  ______________________________________________________________________
 DL2501  GEOID HEIGHT    -        -36.848 (meters)                     GEOID18
 DL2501  NAD 83(2011) X  -    213,740.416 (meters)                     COMP
 DL2501  NAD 83(2011) Y  - -4,523,742.910 (meters)                     COMP
 DL2501  NAD 83(2011) Z  -  4,476,350.407 (meters)                     COMP
 DL2501  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 DL2501  DYNAMIC HEIGHT  -        198.075 (meters)      649.85  (feet) COMP
 DL2501  MODELED GRAVITY -    980,516.2   (mgal)                       NAVD 88
 DL2501
 DL2501  VERT ORDER      -  SECOND    CLASS I
 DL2501
 DL2501  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2501  Standards:
 DL2501         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2501            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2501  -------------------------------------------------------------------
 DL2501  NETWORK    0.61   0.96           0.27   0.23   0.49     -0.01098287
 DL2501  -------------------------------------------------------------------
 DL2501  Click here for local accuracies and other accuracy information.
 DL2501
 DL2501.The horizontal coordinates were established by GPS observations
 DL2501.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2501
 DL2501.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2501.been affixed to the stable North American tectonic plate. See 
 DL2501.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2501
 DL2501.The horizontal coordinates are valid at the epoch date displayed above
 DL2501.which is a decimal equivalence of Year/Month/Day.
 DL2501
 DL2501.The orthometric height was determined by differential leveling and
 DL2501.adjusted by the WI DEPT OF TRANSP
 DL2501.in May 2012.
 DL2501
 DL2501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2501.GEOID18 height accuracy estimate available here.
 DL2501
 DL2501.Click photographs - Photos may exist for this station.
 DL2501
 DL2501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2501
 DL2501.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2501
 DL2501.The ellipsoidal height was determined by GPS observations
 DL2501.and is referenced to NAD 83.
 DL2501
 DL2501.The dynamic height is computed by dividing the NAVD 88
 DL2501.geopotential number by the normal gravity value computed on the
 DL2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2501.degrees latitude (g = 980.6199 gals.).
 DL2501
 DL2501.The modeled gravity was interpolated from observed gravity values.
 DL2501
 DL2501. The following values were computed from the NAD 83(2011) position.
 DL2501
 DL2501;                    North         East     Units Scale Factor Converg.
 DL2501;SPC WI C     -   117,505.821   813,762.239   MT  0.99994075   +1 54 31.2
 DL2501;SPC WI C     -   385,517.01  2,669,818.28   sFT  0.99994075   +1 54 31.2
 DL2501;UTM  16      - 4,967,303.920   476,702.889   MT  0.99960667   -0 12 28.8
 DL2501
 DL2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2501!SPC WI C     -   0.99997472  x   0.99994075  =   0.99991547
 DL2501!UTM  16      -   0.99997472  x   0.99960667  =   0.99958140
 DL2501
 DL2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7670267303(NAD 83)
 DL2501
 DL2501                          SUPERSEDED SURVEY CONTROL
 DL2501
 DL2501  NAD 83(2007)-  44 51 31.56880(N)    087 17 41.52476(W) AD(2002.00) 1
 DL2501  ELLIP H (04/03/12)  161.265  (m)                       GP(2002.00) 4 1
 DL2501
 DL2501.Superseded values are not recommended for survey control.
 DL2501
 DL2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2501.See file dsdata.pdf to determine how the superseded data were derived.
 DL2501
 DL2501_MARKER: DD = SURVEY DISK
 DL2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2501_STAMPING: 5M72 2007
 DL2501_MARK LOGO: WIDT
 DL2501_PROJECTION: FLUSH
 DL2501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2501+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2019
 DL2501
 DL2501  HISTORY     - Date     Condition        Report By
 DL2501  HISTORY     - 2008     MONUMENTED       WIDT
 DL2501  HISTORY     - 20081117 GOOD             WIDT
 DL2501  HISTORY     - 20150420 GOOD             WIDT
 DL2501  HISTORY     - 20190814 GOOD             WIDT
 DL2501
 DL2501                          STATION DESCRIPTION
 DL2501
 DL2501'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 57
 DL2501'WITH COUNTY HIGHWAY T ON THE NORTHEAST SIDE OF THE CITY OF STURGEON
 DL2501'BAY, GO EAST ON COUNTY HIGHWAY T FOR 2.5 MI (4.0 KM) TO SOUTH COUNTRY
 DL2501'VIEW ROAD, TURN LEFT AND GO NORTH ON SOUTH COUNTRY VIEW ROAD FOR 0.62
 DL2501'MILE TO THE STATION ON THE RIGHT.
 DL2501'
 DL2501'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2501'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5M72 2007-- SET IN THE
 DL2501'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE COLUMN KEYED INTO BEDROCK,
 DL2501'PROJECTING 0.3 M (1.0 FT) ABOVE THE BEDROCK, FLUSH WITH THE GROUND,
 DL2501'AND APPROXIMATELY 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.
 DL2501'
 DL2501'THE STATION IS 8.5 M (27.9 FT) EAST OF THE CENTERLINE OF SOUTH COUNTRY
 DL2501'VIEW ROAD, 0.13 MILE SOUTH OF MOORE ROAD, 39.5 M (129.6 FT) NORTHEAST
 DL2501'OF POWER POLE --41X5--, 34.8 M (114.2 FT) SOUTHEAST OF POWER POLE
 DL2501'--41X6--, 1 M (3.3 FT) WEST OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT)
 DL2501'EAST, 1.0 M (3.3 FT) SOUTHWEST, AND 1.0 M (3.3 FT) NORTHWEST OF THREE
 DL2501'ORANGE 4X4 PLASTIC GUARD POSTS.
 DL2501'
 DL2501'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2501'15 DEGREES ABOVE THE HORIZON.
 DL2501
 DL2501                          STATION RECOVERY (2015)
 DL2501
 DL2501'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2501'RECOVERED AS DESCRIBED.
 DL2501
 DL2501                          STATION RECOVERY (2019)
 DL2501
 DL2501'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2501'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2502 ***********************************************************************
 DL2502  DESIGNATION -  5M73
 DL2502  PID         -  DL2502
 DL2502  STATE/COUNTY-  WI/DOOR
 DL2502  COUNTRY     -  US
 DL2502  USGS QUAD   -  INSTITUTE (2018)
 DL2502
 DL2502                         *CURRENT SURVEY CONTROL
 DL2502  ______________________________________________________________________
 DL2502* NAD 83(1986) POSITION- 44 53 10.67   (N) 087 17 34.15   (W)   HD_HELD1
 DL2502* NAVD 88 ORTHO HEIGHT -   205.466 (meters)      674.10  (feet) ADJUSTED
 DL2502  ______________________________________________________________________
 DL2502  GEOID HEIGHT    -        -36.869 (meters)                     GEOID18
 DL2502  DYNAMIC HEIGHT  -        205.446 (meters)      674.03  (feet) COMP
 DL2502  MODELED GRAVITY -    980,517.7   (mgal)                       NAVD 88
 DL2502
 DL2502  VERT ORDER      -  SECOND    CLASS I
 DL2502
 DL2502.The horizontal coordinates were determined by differentially corrected
 DL2502.hand held GPS observations or other comparable positioning techniques
 DL2502.and have an estimated accuracy of +/- 3 meters.
 DL2502
 DL2502.The orthometric height was determined by differential leveling and
 DL2502.adjusted by the WI DEPT OF TRANSP
 DL2502.in May 2012.
 DL2502
 DL2502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2502.GEOID18 height accuracy estimate available here.
 DL2502
 DL2502.Click photographs - Photos may exist for this station.
 DL2502
 DL2502.The dynamic height is computed by dividing the NAVD 88
 DL2502.geopotential number by the normal gravity value computed on the
 DL2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2502.degrees latitude (g = 980.6199 gals.).
 DL2502
 DL2502.The modeled gravity was interpolated from observed gravity values.
 DL2502
 DL2502;                    North         East    Units  Estimated Accuracy
 DL2502;SPC WI C     -   120,568.5     813,822.1     MT  (+/- 3 meters HH1 GPS) 
 DL2502
 DL2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7687570361(NAD 83)
 DL2502
 DL2502                          SUPERSEDED SURVEY CONTROL
 DL2502
 DL2502.No superseded survey control is available for this station.
 DL2502
 DL2502_MARKER: DD = SURVEY DISK
 DL2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2502_STAMPING: 5M73 2007
 DL2502_MARK LOGO: WIDT
 DL2502_PROJECTION: FLUSH
 DL2502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2502+STABILITY: SURFACE MOTION
 DL2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2502+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2008
 DL2502
 DL2502  HISTORY     - Date     Condition        Report By
 DL2502  HISTORY     - 2008     MONUMENTED       WIDT
 DL2502  HISTORY     - 20081117 GOOD             WIDT
 DL2502
 DL2502                          STATION DESCRIPTION
 DL2502
 DL2502'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2502'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2502'HIGHWAY P WEST AND DUNN ROAD EAST IN THE COMMUNITY OF INSTITUTE, GO
 DL2502'SOUTHWEST ON STATE HIGHWAY 57 FOR 0.6 MILE TO RIPP ROAD, TURN LEFT AND
 DL2502'GO EAST ON RIPP ROAD FOR 0.10 MILE TO THE STATION IN THE SEVASTOPOL
 DL2502'TOWN PARK ON THE LEFT.
 DL2502'
 DL2502'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2502'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5M73 2007-- SET IN THE
 DL2502'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 1.5 M (4.9 FT) DEEP,
 DL2502'FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT) BELOW THE ROAD
 DL2502'PAVEMENT.
 DL2502'
 DL2502'THE STATION IS 10.1 M (33.1 FT) NORTH OF THE CENTERLINE OF RIPP ROAD,
 DL2502'28.8 M (94.5 FT) EAST OF THE CENTERLINE OF THE PARK ENTRANCE ROAD AT
 DL2502'--4830--, 22.4 M (73.5 FT) NORTHEAST OF POWER POLE --2826 24L6--, 19.5
 DL2502'M (64.0 FT) SOUTH-SOUTHWEST OF THE WEST POST OF A BALL FIELD
 DL2502'SCOREBOARD, 4.4 M (14.4 FT) SOUTH OF THE CENTERLINE OF A GRAVEL PATH,
 DL2502'AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DL2502'
 DL2502'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2502'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2504 ***********************************************************************
 DL2504  DESIGNATION -  5M74
 DL2504  PID         -  DL2504
 DL2504  STATE/COUNTY-  WI/DOOR
 DL2504  COUNTRY     -  US
 DL2504  USGS QUAD   -  INSTITUTE (2018)
 DL2504
 DL2504                         *CURRENT SURVEY CONTROL
 DL2504  ______________________________________________________________________
 DL2504* NAD 83(1986) POSITION- 44 55 43.96   (N) 087 15 10.17   (W)   HD_HELD1
 DL2504* NAVD 88 ORTHO HEIGHT -   210.807 (meters)      691.62  (feet) ADJUSTED
 DL2504  ______________________________________________________________________
 DL2504  GEOID HEIGHT    -        -36.914 (meters)                     GEOID18
 DL2504  DYNAMIC HEIGHT  -        210.788 (meters)      691.56  (feet) COMP
 DL2504  MODELED GRAVITY -    980,521.0   (mgal)                       NAVD 88
 DL2504
 DL2504  VERT ORDER      -  SECOND    CLASS I
 DL2504
 DL2504.The horizontal coordinates were determined by differentially corrected
 DL2504.hand held GPS observations or other comparable positioning techniques
 DL2504.and have an estimated accuracy of +/- 3 meters.
 DL2504
 DL2504.The orthometric height was determined by differential leveling and
 DL2504.adjusted by the WI DEPT OF TRANSP
 DL2504.in May 2012.
 DL2504
 DL2504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2504.GEOID18 height accuracy estimate available here.
 DL2504
 DL2504.Click photographs - Photos may exist for this station.
 DL2504
 DL2504.The dynamic height is computed by dividing the NAVD 88
 DL2504.geopotential number by the normal gravity value computed on the
 DL2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2504.degrees latitude (g = 980.6199 gals.).
 DL2504
 DL2504.The modeled gravity was interpolated from observed gravity values.
 DL2504
 DL2504;                    North         East    Units  Estimated Accuracy
 DL2504;SPC WI C     -   125,403.6     816,819.7     MT  (+/- 3 meters HH1 GPS) 
 DL2504
 DL2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8004875080(NAD 83)
 DL2504
 DL2504                          SUPERSEDED SURVEY CONTROL
 DL2504
 DL2504.No superseded survey control is available for this station.
 DL2504
 DL2504_MARKER: DD = SURVEY DISK
 DL2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2504_STAMPING: 5M74 2007
 DL2504_MARK LOGO: WIDT
 DL2504_PROJECTION: FLUSH
 DL2504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2504+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2008
 DL2504
 DL2504  HISTORY     - Date     Condition        Report By
 DL2504  HISTORY     - 2008     MONUMENTED       WIDT
 DL2504  HISTORY     - 20081113 GOOD             WIDT
 DL2504
 DL2504                          STATION DESCRIPTION
 DL2504
 DL2504'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2504'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2504'HIGHWAY T NORTH APPROXIMATELY 1.4 MI (2.3 KM) NORTH OF THE COMMUNITY
 DL2504'OF VALMY AND 5 MI (8.0 KM) SOUTHWEST OF THE COMMUNITY OF JACKSONPORT,
 DL2504'GO NORTHWEST ON COUNTY HIGHWAY T FOR 0.04 MILE TO THE STATION ON THE
 DL2504'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2504'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5M74 2007-- SET IN THE
 DL2504'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 1.7 M (5.6 FT) DEEP,
 DL2504'FLUSH WITH THE GROUND, AND APPROXIMATELY 1.5 M (4.9 FT) BELOW THE
 DL2504'HIGHWAY PAVEMENT.  THE STATION IS 9.2 M (30.2 FT) SOUTHWEST OF THE
 DL2504'CENTERLINE OF COUNTY HIGHWAY T, 0.1 MILE SOUTHEAST OF RUDY ROAD AND
 DL2504'PRIVATE ENTRANCE --4376--, APPROXIMATELY 94 M (308.4 FT) NORTHWEST OF
 DL2504'THE CENTERLINE OF STATE HIGHWAY 57, 54.0 M (177.2 FT) SOUTHEAST OF A
 DL2504'--JCT 57-- WOOD SIGN POST, 25.4 M (83.3 FT) WEST OF A --RIGHT CURVE
 DL2504'AHEAD 40 MPH-- WOOD SIGN POST, AND 1.0 M (3.3 FT) SOUTHWEST, 1.0 M
 DL2504'(3.3 FT) EAST, AND 1.0 M (3.3 FT) NORTHWEST OF THREE WHITE PLASTIC
 DL2504'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DL2504'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2505 ***********************************************************************
 DL2505  DESIGNATION -  5M75
 DL2505  PID         -  DL2505
 DL2505  STATE/COUNTY-  WI/DOOR
 DL2505  COUNTRY     -  US
 DL2505  USGS QUAD   -  JACKSONPORT (2018)
 DL2505
 DL2505                         *CURRENT SURVEY CONTROL
 DL2505  ______________________________________________________________________
 DL2505* NAD 83(1986) POSITION- 44 57 13.58   (N) 087 13 21.66   (W)   HD_HELD1
 DL2505* NAVD 88 ORTHO HEIGHT -   188.928 (meters)      619.84  (feet) ADJUSTED
 DL2505  ______________________________________________________________________
 DL2505  GEOID HEIGHT    -        -36.946 (meters)                     GEOID18
 DL2505  DYNAMIC HEIGHT  -        188.911 (meters)      619.79  (feet) COMP
 DL2505  MODELED GRAVITY -    980,524.5   (mgal)                       NAVD 88
 DL2505
 DL2505  VERT ORDER      -  SECOND    CLASS I
 DL2505
 DL2505.The horizontal coordinates were determined by differentially corrected
 DL2505.hand held GPS observations or other comparable positioning techniques
 DL2505.and have an estimated accuracy of +/- 3 meters.
 DL2505
 DL2505.The orthometric height was determined by differential leveling and
 DL2505.adjusted by the WI DEPT OF TRANSP
 DL2505.in May 2012.
 DL2505
 DL2505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2505.GEOID18 height accuracy estimate available here.
 DL2505
 DL2505.Click photographs - Photos may exist for this station.
 DL2505
 DL2505.The dynamic height is computed by dividing the NAVD 88
 DL2505.geopotential number by the normal gravity value computed on the
 DL2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2505.degrees latitude (g = 980.6199 gals.).
 DL2505
 DL2505.The modeled gravity was interpolated from observed gravity values.
 DL2505
 DL2505;                    North         East    Units  Estimated Accuracy
 DL2505;SPC WI C     -   128,249.3     819,103.1     MT  (+/- 3 meters HH1 GPS) 
 DL2505
 DL2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8243577839(NAD 83)
 DL2505
 DL2505                          SUPERSEDED SURVEY CONTROL
 DL2505
 DL2505.No superseded survey control is available for this station.
 DL2505
 DL2505_MARKER: DD = SURVEY DISK
 DL2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2505_STAMPING: 5M75 2007
 DL2505_MARK LOGO: WIDT
 DL2505_PROJECTION: FLUSH
 DL2505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2505+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2008
 DL2505
 DL2505  HISTORY     - Date     Condition        Report By
 DL2505  HISTORY     - 2008     MONUMENTED       WIDT
 DL2505  HISTORY     - 20081111 GOOD             WIDT
 DL2505
 DL2505                          STATION DESCRIPTION
 DL2505
 DL2505'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2505'HIGHWAY I APPROXIMATELY 2.5 MI (4.0 KM) SOUTHWEST OF THE COMMUNITY OF
 DL2505'JACKSONPORT, GO NORTHEAST ON STATE HIGHWAY 57 FOR 0.06 MILE TO LORITZ
 DL2505'ROAD, TURN LEFT AND GO NORTH ON LORITZ ROAD FOR 0.05 MILE TO THE
 DL2505'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2505'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5M75
 DL2505'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 1.8
 DL2505'M (5.9 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6
 DL2505'FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 10.6 M (34.8 FT) WEST OF
 DL2505'THE CENTERLINE OF LORITZ ROAD, APPROXIMATELY 70.5 M (231.3 FT) NORTH
 DL2505'OF A --STOP-- SIGN WOOD POST, APPROXIMATELY 55.5 M (182.1 FT) EAST OF
 DL2505'THE SOUTHEAST CORNER OF AN ABANDONED BARN, AND 1.0 M (3.3 FT) WEST,
 DL2505'1.0 M (3.3 FT) SOUTHEAST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE
 DL2505'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2505'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2507 ***********************************************************************
 DL2507  DESIGNATION -  5M76
 DL2507  PID         -  DL2507
 DL2507  STATE/COUNTY-  WI/DOOR
 DL2507  COUNTRY     -  US
 DL2507  USGS QUAD   -  JACKSONPORT (2018)
 DL2507
 DL2507                         *CURRENT SURVEY CONTROL
 DL2507  ______________________________________________________________________
 DL2507* NAD 83(1986) POSITION- 44 58 44.02   (N) 087 11 17.72   (W)   HD_HELD1
 DL2507* NAVD 88 ORTHO HEIGHT -   180.340 (meters)      591.67  (feet) ADJUSTED
 DL2507  ______________________________________________________________________
 DL2507  GEOID HEIGHT    -        -36.990 (meters)                     GEOID18
 DL2507  DYNAMIC HEIGHT  -        180.324 (meters)      591.61  (feet) COMP
 DL2507  MODELED GRAVITY -    980,528.7   (mgal)                       NAVD 88
 DL2507
 DL2507  VERT ORDER      -  SECOND    CLASS I
 DL2507
 DL2507.The horizontal coordinates were determined by differentially corrected
 DL2507.hand held GPS observations or other comparable positioning techniques
 DL2507.and have an estimated accuracy of +/- 3 meters.
 DL2507
 DL2507.The orthometric height was determined by differential leveling and
 DL2507.adjusted by the NATIONAL GEODETIC SURVEY
 DL2507.in February 2017.
 DL2507
 DL2507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2507.GEOID18 height accuracy estimate available here.
 DL2507
 DL2507.Click photographs - Photos may exist for this station.
 DL2507
 DL2507.The dynamic height is computed by dividing the NAVD 88
 DL2507.geopotential number by the normal gravity value computed on the
 DL2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2507.degrees latitude (g = 980.6199 gals.).
 DL2507
 DL2507.The modeled gravity was interpolated from observed gravity values.
 DL2507
 DL2507;                    North         East    Units  Estimated Accuracy
 DL2507;SPC WI C     -   131,132.8     821,721.4     MT  (+/- 3 meters HH1 GPS) 
 DL2507
 DL2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8515780623(NAD 83)
 DL2507
 DL2507                          SUPERSEDED SURVEY CONTROL
 DL2507
 DL2507  NAVD 88 (05/08/12)  180.339  (m)          591.66   (f) SUPERSEDED  2 1
 DL2507
 DL2507.Superseded values are not recommended for survey control.
 DL2507
 DL2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2507.See file dsdata.pdf to determine how the superseded data were derived.
 DL2507
 DL2507_MARKER: DD = SURVEY DISK
 DL2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2507_STAMPING: 5M76 2007
 DL2507_MARK LOGO: WIDT
 DL2507_PROJECTION: FLUSH
 DL2507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2507+STABILITY: SURFACE MOTION
 DL2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2507+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2022
 DL2507
 DL2507  HISTORY     - Date     Condition        Report By
 DL2507  HISTORY     - 2008     MONUMENTED       WIDT
 DL2507  HISTORY     - 20081111 GOOD             WIDT
 DL2507  HISTORY     - 20150611 GOOD             WIDT
 DL2507  HISTORY     - 20220527 GOOD             GLENSC
 DL2507
 DL2507                          STATION DESCRIPTION
 DL2507
 DL2507'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2507'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2507'HIGHWAYS V AND A WEST AND PARK ROAD EAST IN THE COMMUNITY OF
 DL2507'JACKSONPORT, GO WEST ON COUNTY HIGHWAYS V AND A FOR 0.17 MILE TO THE
 DL2507'ENTRANCE TO A PARK ON THE LEFT, TURN LEFT AND GO SOUTH ON THE PARK
 DL2507'ENTRANCE FOR 30 M (98.4 FT) TO THE STATION AHEAD LOCATED IN A GRASSY
 DL2507'STRIP BETWEEN A GRAVEL PARKING LOT AND AN ASPHALT PARKING LOT ON THE
 DL2507'EAST SIDE OF THE JACKSONPORT FIRE STATION.  THE STATION IS A BRONZE
 DL2507'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2507'DISK STAMPED --5M76 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2507'DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2507'APPROXIMATELY 2 M (6.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DL2507'28.8 M (94.5 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAYS V AND A,
 DL2507'0.16 MILE EAST OF COUNTY HIGHWAY A NORTH, 22.9 M (75.1 FT)
 DL2507'SOUTH-SOUTHWEST OF POWER POLE --2927 23W42--, 16.0 M (52.5 FT)
 DL2507'SOUTH-SOUTHEAST OF A METAL LIGHT POLE WITH A --NO CAMPING-- SIGN
 DL2507'ATTACHED, 2.7 M (8.9 FT) EAST OF THE EAST EDGE OF THE ASPHALT PARKING
 DL2507'LOT, 1.5 M (4.9 FT) WEST OF THE WEST EDGE OF THE GRAVEL PARKING LOT,
 DL2507'AND 0.5 M (1.6 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DL2507'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2507'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2507
 DL2507                          STATION RECOVERY (2015)
 DL2507
 DL2507'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2507'RECOVERED AS DESCRIBED.
 DL2507
 DL2507                          STATION RECOVERY (2022)
 DL2507
 DL2507'RECOVERY NOTE BY GLEN SCHAEFER 2022 (GRS)
 DL2507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4239 ***********************************************************************
 DL4239  DESIGNATION -  5N46
 DL4239  PID         -  DL4239
 DL4239  STATE/COUNTY-  WI/PIERCE
 DL4239  COUNTRY     -  US
 DL4239  USGS QUAD   -  PRESCOTT (2019)
 DL4239
 DL4239                         *CURRENT SURVEY CONTROL
 DL4239  ______________________________________________________________________
 DL4239* NAD 83(2011) POSITION- 44 45 56.80441(N) 092 47 14.64003(W)   ADJUSTED
 DL4239* NAD 83(2011) ELLIP HT-   235.399 (meters)        (08/07/17)   ADJUSTED
 DL4239* NAD 83(2011) EPOCH   -  2010.00
 DL4239* NAVD 88 ORTHO HEIGHT -   264.703 (meters)      868.45  (feet) ADJUSTED
 DL4239  ______________________________________________________________________
 DL4239  GEOID HEIGHT    -        -29.308 (meters)                     GEOID18
 DL4239  NAD 83(2011) X  -   -220,592.328 (meters)                     COMP
 DL4239  NAD 83(2011) Y  - -4,530,758.632 (meters)                     COMP
 DL4239  NAD 83(2011) Z  -  4,469,071.428 (meters)                     COMP
 DL4239  LAPLACE CORR    -        -12.72  (seconds)                    DEFLEC18
 DL4239  DYNAMIC HEIGHT  -        264.672 (meters)      868.34  (feet) COMP
 DL4239  MODELED GRAVITY -    980,494.7   (mgal)                       NAVD 88
 DL4239
 DL4239  VERT ORDER      -  SECOND    CLASS I
 DL4239
 DL4239  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4239  Standards:
 DL4239         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4239            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4239  -------------------------------------------------------------------
 DL4239  NETWORK    0.58   1.12           0.26   0.21   0.57     -0.01206193
 DL4239  -------------------------------------------------------------------
 DL4239  Click here for local accuracies and other accuracy information.
 DL4239
 DL4239.The horizontal coordinates were established by GPS observations
 DL4239.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DL4239
 DL4239.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4239.been affixed to the stable North American tectonic plate. See 
 DL4239.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4239
 DL4239.The horizontal coordinates are valid at the epoch date displayed above
 DL4239.which is a decimal equivalence of Year/Month/Day.
 DL4239
 DL4239.The orthometric height was determined by differential leveling and
 DL4239.adjusted by the WI DEPT OF TRANSP
 DL4239.in May 2012.
 DL4239
 DL4239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4239.GEOID18 height accuracy estimate available here.
 DL4239
 DL4239.Click photographs - Photos may exist for this station.
 DL4239
 DL4239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4239
 DL4239.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4239
 DL4239.The ellipsoidal height was determined by GPS observations
 DL4239.and is referenced to NAD 83.
 DL4239
 DL4239.The dynamic height is computed by dividing the NAVD 88
 DL4239.geopotential number by the normal gravity value computed on the
 DL4239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4239.degrees latitude (g = 980.6199 gals.).
 DL4239
 DL4239.The modeled gravity was interpolated from observed gravity values.
 DL4239
 DL4239. The following values were computed from the NAD 83(2011) position.
 DL4239
 DL4239;                    North         East     Units Scale Factor Converg.
 DL4239;SPC WI C     -   107,398.551   379,384.771   MT  0.99994255   -1 58 00.2
 DL4239;SPC WI C     -   352,356.75  1,244,698.20   sFT  0.99994255   -1 58 00.2
 DL4239;UTM  15      - 4,956,953.933   516,824.258   MT  0.99960348   +0 08 59.0
 DL4239
 DL4239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4239!SPC WI C     -   0.99996309  x   0.99994255  =   0.99990565
 DL4239!UTM  15      -   0.99996309  x   0.99960348  =   0.99956659
 DL4239
 DL4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1682456953(NAD 83)
 DL4239
 DL4239                          SUPERSEDED SURVEY CONTROL
 DL4239
 DL4239.No superseded survey control is available for this station.
 DL4239
 DL4239_MARKER: DD = SURVEY DISK
 DL4239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4239_STAMPING: 5N46 2005
 DL4239_MARK LOGO: WIDT
 DL4239_PROJECTION: FLUSH
 DL4239_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4239+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DL4239
 DL4239  HISTORY     - Date     Condition        Report By
 DL4239  HISTORY     - 2004     MONUMENTED       WIDT
 DL4239  HISTORY     - 20070628 GOOD             WIDT
 DL4239  HISTORY     - 20151007 GOOD             WIDT
 DL4239  HISTORY     - 20160808 GOOD             WIDT
 DL4239
 DL4239                          STATION DESCRIPTION
 DL4239
 DL4239'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4239'THE STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) SOUTH OF HUDSON, 11.1
 DL4239'MI (17.9 KM) NORTHWEST OF DIAMOND BLUFF AND 10.4 MI (16.7 KM)
 DL4239'SOUTHWEST OF RIVER FALLS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4239'
 DL4239'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND STATE
 DL4239'HIGHWAY 35 WITH COUNTY HIGHWAY F ABOUT 2 MI (3.2 KM) NORTHEAST OF THE
 DL4239'CITY OF PRESCOTT, GO SOUTHWEST ON STATE HIGHWAY 29 AND STATE HIGHWAY
 DL4239'35 FOR 0.5 MI (0.8 KM) TO 635TH AVENUE ON THE RIGHT.  CONTINUE
 DL4239'SOUTHWEST ON STATE HIGHWAY 29 AND STATE HIGHWAY 35 FOR 0.35 MI (0.6
 DL4239'KM) TO THE STATION ON THE RIGHT.
 DL4239'
 DL4239'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4239'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4239'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4239'15.8 M (51.8 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 29 AND
 DL4239'STATE HIGHWAY 35, 36.2 M (118.8 FT) WEST-NORTHWEST OF POWER POLE
 DL4239'NUMBER 7601AA13, 30.6 M (100.4 FT) NORTHEAST OF TELEPHONE PEDESTAL
 DL4239'NUBMBER 1001 AND 1.0 M (3.3 FT) SOUTH, EAST AND NORTHWEST OF A WHITE
 DL4239'PLASTIC WITNESS POST.
 DL4239'
 DL4239'NOTE- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL4239'15 DEGREES ABOVE THE HORIZON.
 DL4239
 DL4239                          STATION RECOVERY (2015)
 DL4239
 DL4239'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL4239'RECOVERED AS DESCRIBED.
 DL4239
 DL4239                          STATION RECOVERY (2016)
 DL4239
 DL4239'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL4239'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4241 ***********************************************************************
 DL4241  DESIGNATION -  5N47
 DL4241  PID         -  DL4241
 DL4241  STATE/COUNTY-  WI/PIERCE
 DL4241  COUNTRY     -  US
 DL4241  USGS QUAD   -  RIVER FALLS WEST (2018)
 DL4241
 DL4241                         *CURRENT SURVEY CONTROL
 DL4241  ______________________________________________________________________
 DL4241* NAD 83(2011) POSITION- 44 48 32.71698(N) 092 44 55.32332(W)   ADJUSTED
 DL4241* NAD 83(2011) ELLIP HT-   243.115 (meters)        (08/07/17)   ADJUSTED
 DL4241* NAD 83(2011) EPOCH   -  2010.00
 DL4241* NAVD 88 ORTHO HEIGHT -   272.483 (meters)      893.97  (feet) ADJUSTED
 DL4241  ______________________________________________________________________
 DL4241  GEOID HEIGHT    -        -29.367 (meters)                     GEOID18
 DL4241  NAD 83(2011) X  -   -217,369.745 (meters)                     COMP
 DL4241  NAD 83(2011) Y  - -4,527,525.300 (meters)                     COMP
 DL4241  NAD 83(2011) Z  -  4,472,492.780 (meters)                     COMP
 DL4241  LAPLACE CORR    -        -13.86  (seconds)                    DEFLEC18
 DL4241  DYNAMIC HEIGHT  -        272.451 (meters)      893.87  (feet) COMP
 DL4241  MODELED GRAVITY -    980,493.3   (mgal)                       NAVD 88
 DL4241
 DL4241  VERT ORDER      -  SECOND    CLASS I
 DL4241
 DL4241  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4241  Standards:
 DL4241         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4241            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4241  -------------------------------------------------------------------
 DL4241  NETWORK    0.58   1.06           0.26   0.21   0.54     -0.01194741
 DL4241  -------------------------------------------------------------------
 DL4241  Click here for local accuracies and other accuracy information.
 DL4241
 DL4241.The horizontal coordinates were established by GPS observations
 DL4241.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DL4241
 DL4241.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4241.been affixed to the stable North American tectonic plate. See 
 DL4241.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4241
 DL4241.The horizontal coordinates are valid at the epoch date displayed above
 DL4241.which is a decimal equivalence of Year/Month/Day.
 DL4241
 DL4241.The orthometric height was determined by differential leveling and
 DL4241.adjusted by the WI DEPT OF TRANSP
 DL4241.in May 2012.
 DL4241
 DL4241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4241.GEOID18 height accuracy estimate available here.
 DL4241
 DL4241.Click photographs - Photos may exist for this station.
 DL4241
 DL4241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4241
 DL4241.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4241
 DL4241.The ellipsoidal height was determined by GPS observations
 DL4241.and is referenced to NAD 83.
 DL4241
 DL4241.The dynamic height is computed by dividing the NAVD 88
 DL4241.geopotential number by the normal gravity value computed on the
 DL4241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4241.degrees latitude (g = 980.6199 gals.).
 DL4241
 DL4241.The modeled gravity was interpolated from observed gravity values.
 DL4241
 DL4241. The following values were computed from the NAD 83(2011) position.
 DL4241
 DL4241;                    North         East     Units Scale Factor Converg.
 DL4241;SPC WI C     -   112,103.938   382,609.392   MT  0.99994139   -1 56 21.9
 DL4241;SPC WI C     -   367,794.34  1,255,277.65   sFT  0.99994139   -1 56 21.9
 DL4241;UTM  15      - 4,961,773.571   519,871.875   MT  0.99960486   +0 10 37.6
 DL4241
 DL4241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4241!SPC WI C     -   0.99996188  x   0.99994139  =   0.99990328
 DL4241!UTM  15      -   0.99996188  x   0.99960486  =   0.99956676
 DL4241
 DL4241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1987161773(NAD 83)
 DL4241
 DL4241                          SUPERSEDED SURVEY CONTROL
 DL4241
 DL4241.No superseded survey control is available for this station.
 DL4241
 DL4241_MARKER: DD = SURVEY DISK
 DL4241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4241_STAMPING: 5N47 2005
 DL4241_MARK LOGO: WIDT
 DL4241_PROJECTION: FLUSH
 DL4241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4241+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DL4241
 DL4241  HISTORY     - Date     Condition        Report By
 DL4241  HISTORY     - 2004     MONUMENTED       WIDT
 DL4241  HISTORY     - 20070627 GOOD             WIDT
 DL4241  HISTORY     - 20151006 GOOD             WIDT
 DL4241  HISTORY     - 20160808 GOOD             WIDT
 DL4241
 DL4241                          STATION DESCRIPTION
 DL4241
 DL4241'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4241'THE STATION IS LOCATED ABOUT 12.4 MI (20.0 KM) NORTH-NORTHWEST OF
 DL4241'DIAMOND BLUFF, 11.4 MI (18.3 KM) SOUTH OF HUDSON AND 7.1 MI (11.4 KM)
 DL4241'WEST-SOUTHWEST OF RIVER FALLS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4241'
 DL4241'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DL4241'HIGHWAY FF ABOUT 5 MI (8.0 KM) WEST-SOUTHWEST OF THE CITY OF RIVER
 DL4241'FALLS, GO SOUTHWEST ON COUNTY HIGHWAY F FOR 1.3 MI (2.1 KM) TO 742ND
 DL4241'AVENUE ON THE LEFT.  CONTINUE SOUTHWEST ON COUNTY HIGHWAY F FOR 0.05
 DL4241'MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DL4241'
 DL4241'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4241'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4241'INCH) DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) LOWER THAN THE HIGHWAY
 DL4241'PAVEMENT, 10.6 M (34.8 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DL4241'HIGHWAY F, 40 M (131.2 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF A
 DL4241'PRIVATE ENTRANCE NUMBER N7391, 24.9 M (81.7 FT) WEST OF POWER POLE
 DL4241'NUMBER 7601AA89, 24.4 M (80.1 FT) SOUTHWEST OF A WOODEN POST FOR A 40
 DL4241'MPH CURVE AHEAD SIGN AND 1.0 M (3.3 FT) SOUTH, EAST AND NORTHWEST OF A
 DL4241'WHITE PLASTIC WITNESS POST.
 DL4241'
 DL4241'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4241'DEGREES ABOVE THE HORIZON.
 DL4241
 DL4241                          STATION RECOVERY (2015)
 DL4241
 DL4241'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL4241'RECOVERED AS DESCRIBED.
 DL4241
 DL4241                          STATION RECOVERY (2016)
 DL4241
 DL4241'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL4241'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4135 ***********************************************************************
 DL4135  DESIGNATION -  5N49
 DL4135  PID         -  DL4135
 DL4135  STATE/COUNTY-  WI/ST CROIX
 DL4135  COUNTRY     -  US
 DL4135  USGS QUAD   -  NORTHLINE (2018)
 DL4135
 DL4135                         *CURRENT SURVEY CONTROL
 DL4135  ______________________________________________________________________
 DL4135* NAD 83(1986) POSITION- 44 53 07.10   (N) 092 43 52.48   (W)   HD_HELD1
 DL4135* NAVD 88 ORTHO HEIGHT -   287.306 (meters)      942.60  (feet) ADJUSTED
 DL4135  ______________________________________________________________________
 DL4135  GEOID HEIGHT    -        -29.215 (meters)                     GEOID18
 DL4135  DYNAMIC HEIGHT  -        287.276 (meters)      942.50  (feet) COMP
 DL4135  MODELED GRAVITY -    980,505.2   (mgal)                       NAVD 88
 DL4135
 DL4135  VERT ORDER      -  SECOND    CLASS I
 DL4135
 DL4135.The horizontal coordinates were determined by differentially corrected
 DL4135.hand held GPS observations or other comparable positioning techniques
 DL4135.and have an estimated accuracy of +/- 3 meters.
 DL4135
 DL4135.The orthometric height was determined by differential leveling and
 DL4135.adjusted by the WI DEPT OF TRANSP
 DL4135.in May 2012.
 DL4135
 DL4135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4135.GEOID18 height accuracy estimate available here.
 DL4135
 DL4135.Click photographs - Photos may exist for this station.
 DL4135
 DL4135.The dynamic height is computed by dividing the NAVD 88
 DL4135.geopotential number by the normal gravity value computed on the
 DL4135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4135.degrees latitude (g = 980.6199 gals.).
 DL4135
 DL4135.The modeled gravity was interpolated from observed gravity values.
 DL4135
 DL4135;                    North         East    Units  Estimated Accuracy
 DL4135;SPC WI C     -   120,522.0     384,274.3     MT  (+/- 3 meters HH1 GPS) 
 DL4135
 DL4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2122470244(NAD 83)
 DL4135
 DL4135                          SUPERSEDED SURVEY CONTROL
 DL4135
 DL4135.No superseded survey control is available for this station.
 DL4135
 DL4135_MARKER: DD = SURVEY DISK
 DL4135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4135_STAMPING: 5N49 2005
 DL4135_MARK LOGO: WIDT
 DL4135_PROJECTION: FLUSH
 DL4135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4135+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2015
 DL4135
 DL4135  HISTORY     - Date     Condition        Report By
 DL4135  HISTORY     - 2004     MONUMENTED       WIDT
 DL4135  HISTORY     - 20070717 GOOD             WIDT
 DL4135  HISTORY     - 20120814 GOOD             WIDT
 DL4135  HISTORY     - 20151002 GOOD             WIDT
 DL4135
 DL4135                          STATION DESCRIPTION
 DL4135
 DL4135'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4135'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH OF NORTHLINE, 6.3
 DL4135'MI (10.1 KM) SOUTH-SOUTHEAST OF HUDSON AND 5.5 MI (8.8 KM)
 DL4135'WEST-NORTHWEST OF RIVER FALLS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4135'
 DL4135'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DL4135'HIGHWAY MM TO THE EAST AND GLENMONT ROAD TO THE WEST ABOUT 6 MI (9.7
 DL4135'KM) SOUTH OF THE CITY OF HUDSON, GO NORTH ON COUNTY HIGHWAY F FOR 0.35
 DL4135'MI (0.6 KM) TO THE STATION ON THE LEFT.
 DL4135'
 DL4135'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4135'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4135'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4135'10.1 M (33.1 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY F, 201 M
 DL4135'(659.4 FT) NORTH OF A PRIVATE ENTRANCE NUMBER 154, AND 1.0 M (3.3 FT)
 DL4135'WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4135'
 DL4135'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4135'DEGREES ABOVE THE HORIZON EXCEPT TREES TO THE EAST EXTENDING 30
 DL4135'DEGREES ABOVE THE HORIZON.
 DL4135
 DL4135                          STATION RECOVERY (2012)
 DL4135
 DL4135'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4135'RECOVERED AS DESCRIBED---NOTE---TREES OBSTRUCTING ALONG THE EASTERN
 DL4135'HORIZON UP TO 20  ON THE HORIZON.
 DL4135
 DL4135                          STATION RECOVERY (2015)
 DL4135
 DL4135'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL4135'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4139 ***********************************************************************
 DL4139  DESIGNATION -  5N51
 DL4139  PID         -  DL4139
 DL4139  STATE/COUNTY-  WI/ST CROIX
 DL4139  COUNTRY     -  US
 DL4139  USGS QUAD   -  NORTHLINE (2018)
 DL4139
 DL4139                         *CURRENT SURVEY CONTROL
 DL4139  ______________________________________________________________________
 DL4139* NAD 83(1986) POSITION- 44 57 47.34   (N) 092 44 36.69   (W)   HD_HELD1
 DL4139* NAVD 88 ORTHO HEIGHT -   256.645 (meters)      842.01  (feet) ADJUSTED
 DL4139  ______________________________________________________________________
 DL4139  GEOID HEIGHT    -        -28.851 (meters)                     GEOID18
 DL4139  DYNAMIC HEIGHT  -        256.624 (meters)      841.94  (feet) COMP
 DL4139  MODELED GRAVITY -    980,528.1   (mgal)                       NAVD 88
 DL4139
 DL4139  VERT ORDER      -  SECOND    CLASS I
 DL4139
 DL4139.The horizontal coordinates were determined by differentially corrected
 DL4139.hand held GPS observations or other comparable positioning techniques
 DL4139.and have an estimated accuracy of +/- 3 meters.
 DL4139
 DL4139.The orthometric height was determined by differential leveling and
 DL4139.adjusted by the WI DEPT OF TRANSP
 DL4139.in May 2012.
 DL4139
 DL4139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4139.GEOID18 height accuracy estimate available here.
 DL4139
 DL4139.Click photographs - Photos may exist for this station.
 DL4139
 DL4139.The dynamic height is computed by dividing the NAVD 88
 DL4139.geopotential number by the normal gravity value computed on the
 DL4139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4139.degrees latitude (g = 980.6199 gals.).
 DL4139
 DL4139.The modeled gravity was interpolated from observed gravity values.
 DL4139
 DL4139;                    North         East    Units  Estimated Accuracy
 DL4139;SPC WI C     -   129,200.1     383,596.9     MT  (+/- 3 meters HH1 GPS) 
 DL4139
 DL4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2022778888(NAD 83)
 DL4139
 DL4139                          SUPERSEDED SURVEY CONTROL
 DL4139
 DL4139.No superseded survey control is available for this station.
 DL4139
 DL4139_MARKER: DD = SURVEY DISK
 DL4139_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4139_SP_SET: BRIDGE PARAPET WALL
 DL4139_STAMPING: 5N51 2005
 DL4139_MARK LOGO: WIDT
 DL4139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4139+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2015
 DL4139
 DL4139  HISTORY     - Date     Condition        Report By
 DL4139  HISTORY     - 2005     MONUMENTED       WIDT
 DL4139  HISTORY     - 20070620 GOOD             WIDT
 DL4139  HISTORY     - 20120814 GOOD             WIDT
 DL4139  HISTORY     - 20151001 GOOD             WIDT
 DL4139
 DL4139                          STATION DESCRIPTION
 DL4139
 DL4139'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4139'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTHWEST OF RIVER
 DL4139'FALLS, 2.3 MI (3.7 KM) SOUTHWEST OF NORTHLINE AND 1.1 MI (1.8 KM)
 DL4139'SOUTHEAST OF HUDSON.
 DL4139'
 DL4139'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DL4139'CARMICHAEL ROAD (EXIT 2) ON THE EAST SIDE OF THE CITY OF HUDSON, GO
 DL4139'NORTH ON CARMICHAEL ROAD FOR 0.1 MI (0.2 KM) TO COULEE ROAD ON THE
 DL4139'LEFT, TURN LEFT AND GO WEST ON COULEE ROAD FOR 1.1 MI (1.8 KM) TO
 DL4139'ELEVENTH STREET AND THE STATION ON THE LEFT.
 DL4139'
 DL4139'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4139'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST
 DL4139'PARAPET WALL OF THE NORTH ABUTMENT OF THE ELEVENTH STREET BRIDGE
 DL4139'NUMBER B-55-26-97 OVERPASS OF INTERSTATE HIGHWAY 94, ABOUT 1 M (3.3
 DL4139'FT) ABOVE STREET PAVEMENT, 8.7 M (28.5 FT) EAST OF THE CENTERLINE OF
 DL4139'ELEVENTH STREET, 20 M (65.6 FT) SOUTH OF COULEE ROAD AND 0.7 M (2.3
 DL4139'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DL4139
 DL4139                          STATION RECOVERY (2012)
 DL4139
 DL4139'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4139'RECOVERED AS DESCRIBED.
 DL4139
 DL4139                          STATION RECOVERY (2015)
 DL4139
 DL4139'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL4139'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM4963 ***********************************************************************
 DM4963  DESIGNATION -  5N52
 DM4963  PID         -  DM4963
 DM4963  STATE/COUNTY-  WI/ST CROIX
 DM4963  COUNTRY     -  US
 DM4963  USGS QUAD   -  NORTHLINE (2018)
 DM4963
 DM4963                         *CURRENT SURVEY CONTROL
 DM4963  ______________________________________________________________________
 DM4963* NAD 83(1986) POSITION- 44 58 39.98   (N) 092 40 49.86   (W)   HD_HELD1
 DM4963* NAVD 88 ORTHO HEIGHT -   281.742 (meters)      924.35  (feet) ADJUSTED
 DM4963  ______________________________________________________________________
 DM4963  GEOID HEIGHT    -        -29.213 (meters)                     GEOID18
 DM4963  DYNAMIC HEIGHT  -        281.707 (meters)      924.23  (feet) COMP
 DM4963  MODELED GRAVITY -    980,486.5   (mgal)                       NAVD 88
 DM4963
 DM4963  VERT ORDER      -  SECOND    CLASS I
 DM4963
 DM4963.The horizontal coordinates were determined by differentially corrected
 DM4963.hand held GPS observations or other comparable positioning techniques
 DM4963.and have an estimated accuracy of +/- 3 meters.
 DM4963
 DM4963.The orthometric height was determined by differential leveling and
 DM4963.adjusted by the WI DEPT OF TRANSP
 DM4963.in May 2012.
 DM4963
 DM4963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4963.GEOID18 height accuracy estimate available here.
 DM4963
 DM4963.Click photographs - Photos may exist for this station.
 DM4963
 DM4963.The dynamic height is computed by dividing the NAVD 88
 DM4963.geopotential number by the normal gravity value computed on the
 DM4963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4963.degrees latitude (g = 980.6199 gals.).
 DM4963
 DM4963.The modeled gravity was interpolated from observed gravity values.
 DM4963
 DM4963;                    North         East    Units  Estimated Accuracy
 DM4963;SPC WI C     -   130,658.2     388,618.6     MT  (+/- 3 meters HH1 GPS) 
 DM4963
 DM4963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2518980530(NAD 83)
 DM4963
 DM4963                          SUPERSEDED SURVEY CONTROL
 DM4963
 DM4963  NAVD 88 (06/08/11)  281.742  (m)          924.35   (f) SUPERSEDED  2 1
 DM4963
 DM4963.Superseded values are not recommended for survey control.
 DM4963
 DM4963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4963.See file dsdata.pdf to determine how the superseded data were derived.
 DM4963
 DM4963_MARKER: DD = SURVEY DISK
 DM4963_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4963_STAMPING: 5N52 2004
 DM4963_MARK LOGO: MNDT
 DM4963_PROJECTION: RECESSED 5 CENTIMETERS
 DM4963_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4963+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DM4963_ROD/PIPE-DEPTH: 15.2 meters
 DM4963
 DM4963  HISTORY     - Date     Condition        Report By
 DM4963  HISTORY     - 20040703 MONUMENTED       MNDT
 DM4963  HISTORY     - 20120806 GOOD             WIDT
 DM4963
 DM4963                          STATION DESCRIPTION
 DM4963
 DM4963'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DM4963'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST OF ROBERTS, 3.7 MI (6.0
 DM4963'KM) EAST OF HUDSON AND 1.9 MI (3.1 KM) EAST-SOUTHEAST OF NORTHLINE
 DM4963'WISCONSIN.
 DM4963'
 DM4963'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 DM4963'CARMICHAEL ROAD IN HUDSON, GO 2.0 MI (3.2 KM) EAST ALONG INTERSTATE
 DM4963'HIGHWAY 94 TO MILE POINT 4.10, THEN 1.0 MI (1.6 KM) NORTH ON TRUNK
 DM4963'HIGHWAY 12 TO THE MARK ON THE LEFT.
 DM4963'
 DM4963'THE MARK IS FOUND 120.7 FT (36.8 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DM4963'12, 64.2 FT (19.6 M) SOUTH OF COUNTY ROAD UU/BADLANDS ROAD AND 1.0 FT
 DM4963'(0.3 M) EAST OF ITS WITNESS POST.
 DM4963
 DM4963                          STATION RECOVERY (2012)
 DM4963
 DM4963'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DM4963'RECOVERED AS DESCRIBED---NOTE---STATION IS CLEAR ABOVE 20  ON THE
 DM4963'HORIZON EXCEPT POWER LINES TO THE NORTH AT 60  AND A PINE TREE TO THE
 DM4963'SOUTHWEST AT 30 .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4313 ***********************************************************************
 DL4313  DESIGNATION -  5N53
 DL4313  PID         -  DL4313
 DL4313  STATE/COUNTY-  WI/ST CROIX
 DL4313  COUNTRY     -  US
 DL4313  USGS QUAD   -  ROBERTS (2018)
 DL4313
 DL4313                         *CURRENT SURVEY CONTROL
 DL4313  ______________________________________________________________________
 DL4313* NAD 83(1986) POSITION- 44 57 38.43   (N) 092 35 54.76   (W)   HD_HELD1
 DL4313* NAVD 88 ORTHO HEIGHT -   308.391 (meters)     1011.78  (feet) ADJUSTED
 DL4313  ______________________________________________________________________
 DL4313  GEOID HEIGHT    -        -29.749 (meters)                     GEOID18
 DL4313  DYNAMIC HEIGHT  -        308.349 (meters)     1011.64  (feet) COMP
 DL4313  MODELED GRAVITY -    980,475.6   (mgal)                       NAVD 88
 DL4313
 DL4313  VERT ORDER      -  SECOND    CLASS I
 DL4313
 DL4313.The horizontal coordinates were determined by differentially corrected
 DL4313.hand held GPS observations or other comparable positioning techniques
 DL4313.and have an estimated accuracy of +/- 3 meters.
 DL4313
 DL4313.The orthometric height was determined by differential leveling and
 DL4313.adjusted by the WI DEPT OF TRANSP
 DL4313.in May 2012.
 DL4313
 DL4313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4313.GEOID18 height accuracy estimate available here.
 DL4313
 DL4313.Click photographs - Photos may exist for this station.
 DL4313
 DL4313.The dynamic height is computed by dividing the NAVD 88
 DL4313.geopotential number by the normal gravity value computed on the
 DL4313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4313.degrees latitude (g = 980.6199 gals.).
 DL4313
 DL4313.The modeled gravity was interpolated from observed gravity values.
 DL4313
 DL4313;                    North         East    Units  Estimated Accuracy
 DL4313;SPC WI C     -   128,549.1     395,019.8     MT  (+/- 3 meters HH1 GPS) 
 DL4313
 DL4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3166278660(NAD 83)
 DL4313
 DL4313                          SUPERSEDED SURVEY CONTROL
 DL4313
 DL4313.No superseded survey control is available for this station.
 DL4313
 DL4313_MARKER: DD = SURVEY DISK
 DL4313_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4313_SP_SET: ABUTMENT
 DL4313_STAMPING: 5N53 2005
 DL4313_MARK LOGO: WIDT
 DL4313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4313+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2012
 DL4313
 DL4313  HISTORY     - Date     Condition        Report By
 DL4313  HISTORY     - 2005     MONUMENTED       WIDT
 DL4313  HISTORY     - 20070605 GOOD             WIDT
 DL4313  HISTORY     - 20120814 GOOD             WIDT
 DL4313  HISTORY     - 20121121 GOOD             MNDT
 DL4313
 DL4313                          STATION DESCRIPTION
 DL4313
 DL4313'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4313'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF RIVER FALLS,
 DL4313'6.0 MI (9.7 KM) EAST-SOUTHEAST OF NORTHLINE AND 2.6 MI (4.2 KM)
 DL4313'SOUTHWEST OF ROBERTS.
 DL4313'
 DL4313'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DL4313'STATE HIGHWAY 65 (EXIT 10) ABOUT 10 MI (16.1 KM) EAST OF THE CITY OF
 DL4313'HUDSON, GO WEST ON INTERSTATE HIGHWAY 94 FOR 1.7 MI (2.7 KM) TO THE
 DL4313'INTERSTATE HIGHWAY 94 BRIDGE OVER 106TH STREET AND THE STATION ON THE
 DL4313'LEFT.
 DL4313'
 DL4313'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4313'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DL4313'OF EAST ABUTMENT OF THE EASTBOUND INTERSTATE HIGHWAY 94 BRIDGE NUMBER
 DL4313'B-55-34-38, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT, 1 M (3.3 FT) SOUTH
 DL4313'OF THE EDGE OF PAVEMENT OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY
 DL4313'94 AND 0.2 M (0.7 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DL4313
 DL4313                          STATION RECOVERY (2012)
 DL4313
 DL4313'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4313'RECOVERED AS DESCRIBED---NOTE---STATION IS CLEAR ABOVE 20  ON THE
 DL4313'HORIZON.
 DL4313
 DL4313                          STATION RECOVERY (2012)
 DL4313
 DL4313'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DAS)
 DL4313'6.5 MI (10.5 KM) EAST OF HUDSON, 6.1 MI (9.8 KM) EAST ALONG INTERSTATE
 DL4313'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND CARMICHAEL
 DL4313'ROAD IN HUDSON TO INTERSTATE HIGHWAY MILE POINT 8.2, IN SOUTHEAST
 DL4313'ABUTMENT OF INTERSTATE HIGHWAY 94 BRIDGE NUMBER B-55-34-38 OVER 106TH
 DL4313'STREET, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT, 3.3 FT (1.0 M) SOUTH OF
 DL4313'THE EDGE OF PAVEMENT OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY 94
 DL4313'AND 0.7 FT (21 CM) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4315 ***********************************************************************
 DL4315  DESIGNATION -  5N55
 DL4315  PID         -  DL4315
 DL4315  STATE/COUNTY-  WI/ST CROIX
 DL4315  COUNTRY     -  US
 DL4315  USGS QUAD   -  ROBERTS (2018)
 DL4315
 DL4315                         *CURRENT SURVEY CONTROL
 DL4315  ______________________________________________________________________
 DL4315* NAD 83(1986) POSITION- 44 59 05.08   (N) 092 33 29.67   (W)   HD_HELD1
 DL4315* NAVD 88 ORTHO HEIGHT -   323.441 (meters)     1061.16  (feet) ADJUSTED
 DL4315  ______________________________________________________________________
 DL4315  GEOID HEIGHT    -        -29.874 (meters)                     GEOID18
 DL4315  DYNAMIC HEIGHT  -        323.398 (meters)     1061.01  (feet) COMP
 DL4315  MODELED GRAVITY -    980,476.7   (mgal)                       NAVD 88
 DL4315
 DL4315  VERT ORDER      -  SECOND    CLASS I
 DL4315
 DL4315.The horizontal coordinates were determined by differentially corrected
 DL4315.hand held GPS observations or other comparable positioning techniques
 DL4315.and have an estimated accuracy of +/- 3 meters.
 DL4315
 DL4315.The orthometric height was determined by differential leveling and
 DL4315.adjusted by the WI DEPT OF TRANSP
 DL4315.in May 2012.
 DL4315
 DL4315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4315.GEOID18 height accuracy estimate available here.
 DL4315
 DL4315.Click photographs - Photos may exist for this station.
 DL4315
 DL4315.The dynamic height is computed by dividing the NAVD 88
 DL4315.geopotential number by the normal gravity value computed on the
 DL4315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4315.degrees latitude (g = 980.6199 gals.).
 DL4315
 DL4315.The modeled gravity was interpolated from observed gravity values.
 DL4315
 DL4315;                    North         East    Units  Estimated Accuracy
 DL4315;SPC WI C     -   131,121.5     398,282.2     MT  (+/- 3 meters HH1 GPS) 
 DL4315
 DL4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3482681350(NAD 83)
 DL4315
 DL4315                          SUPERSEDED SURVEY CONTROL
 DL4315
 DL4315.No superseded survey control is available for this station.
 DL4315
 DL4315_MARKER: DD = SURVEY DISK
 DL4315_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4315_SP_SET: BRIDGE PARAPET WALL
 DL4315_STAMPING: 5N55 2005
 DL4315_MARK LOGO: WIDT
 DL4315_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4315+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DL4315
 DL4315  HISTORY     - Date     Condition        Report By
 DL4315  HISTORY     - 2005     MONUMENTED       WIDT
 DL4315  HISTORY     - 20070605 GOOD             WIDT
 DL4315  HISTORY     - 20120806 GOOD             WIDT
 DL4315
 DL4315                          STATION DESCRIPTION
 DL4315
 DL4315'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4315'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHEAST OF RIVER
 DL4315'FALLS, 7.7 MI (12.4 KM) EAST OF NORTHLINE AND IN THE TOWN OF ROBERTS.
 DL4315'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 65 WITH
 DL4315'INTERSTATE HIGHWAY 94 (EXIT 10) ABOUT 10 MI (16.1 KM) EAST OF THE CITY
 DL4315'OF HUDSON, GO NORTH ON STATE HIGHWAY 65 FOR 1.7 MI (2.7 KM) TO A
 DL4315'BRIDGE OVER THE RAILROAD TRACKS AND THE STATION ON THE RIGHT.
 DL4315'
 DL4315'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4315'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST
 DL4315'PARAPET WALL OF THE NORTH ABUTMENT OF BRIDGE NUMBER B-55-116-90, ABOUT
 DL4315'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT, 5.6 M (18.4 FT) EAST OF THE
 DL4315'CENTERLINE OF STATE HIGHWAY 65 AND 2.0 M (6.6 FT) SOUTH OF A WHITE
 DL4315'PLASTIC WITNESS POST.
 DL4315
 DL4315                          STATION RECOVERY (2012)
 DL4315
 DL4315'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4315'RECOVERED AS DESCRIBED---NOTE---STATION IS CLEAR ABOVE 20  ON THE
 DL4315'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4316 ***********************************************************************
 DL4316  DESIGNATION -  5N56
 DL4316  PID         -  DL4316
 DL4316  STATE/COUNTY-  WI/ST CROIX
 DL4316  COUNTRY     -  US
 DL4316  USGS QUAD   -  NEW RICHMOND SOUTH (2018)
 DL4316
 DL4316                         *CURRENT SURVEY CONTROL
 DL4316  ______________________________________________________________________
 DL4316* NAD 83(1986) POSITION- 45 00 53.28   (N) 092 33 29.55   (W)   HD_HELD1
 DL4316* NAVD 88 ORTHO HEIGHT -   317.392 (meters)     1041.31  (feet) ADJUSTED
 DL4316  ______________________________________________________________________
 DL4316  GEOID HEIGHT    -        -29.784 (meters)                     GEOID18
 DL4316  DYNAMIC HEIGHT  -        317.353 (meters)     1041.18  (feet) COMP
 DL4316  MODELED GRAVITY -    980,485.5   (mgal)                       NAVD 88
 DL4316
 DL4316  VERT ORDER      -  SECOND    CLASS I
 DL4316
 DL4316.The horizontal coordinates were determined by differentially corrected
 DL4316.hand held GPS observations or other comparable positioning techniques
 DL4316.and have an estimated accuracy of +/- 3 meters.
 DL4316
 DL4316.The orthometric height was determined by differential leveling and
 DL4316.adjusted by the WI DEPT OF TRANSP
 DL4316.in May 2012.
 DL4316
 DL4316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4316.GEOID18 height accuracy estimate available here.
 DL4316
 DL4316.Click photographs - Photos may exist for this station.
 DL4316
 DL4316.The dynamic height is computed by dividing the NAVD 88
 DL4316.geopotential number by the normal gravity value computed on the
 DL4316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4316.degrees latitude (g = 980.6199 gals.).
 DL4316
 DL4316.The modeled gravity was interpolated from observed gravity values.
 DL4316
 DL4316;                    North         East    Units  Estimated Accuracy
 DL4316;SPC WI C     -   134,459.7     398,390.0     MT  (+/- 3 meters HH1 GPS) 
 DL4316
 DL4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3481084689(NAD 83)
 DL4316
 DL4316                          SUPERSEDED SURVEY CONTROL
 DL4316
 DL4316.No superseded survey control is available for this station.
 DL4316
 DL4316_MARKER: DD = SURVEY DISK
 DL4316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4316_STAMPING: 5N56 2005
 DL4316_MARK LOGO: WIDT
 DL4316_PROJECTION: FLUSH
 DL4316_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4316+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DL4316
 DL4316  HISTORY     - Date     Condition        Report By
 DL4316  HISTORY     - 2004     MONUMENTED       WIDT
 DL4316  HISTORY     - 20070606 GOOD             WIDT
 DL4316  HISTORY     - 20120806 GOOD             WIDT
 DL4316
 DL4316                          STATION DESCRIPTION
 DL4316
 DL4316'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4316'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-NORTHEAST OF
 DL4316'NORTHLINE, 7.6 MI (12.2 KM) SOUTH OF NEW RICHMOND AND 2.1 MI (3.4 KM)
 DL4316'NORTH OF ROBERTS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4316'
 DL4316'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH STATE
 DL4316'HIGHWAY 65 SOUTH AND 120TH STREET TO THE NORTH ABOUT 1 MI (1.6 KM)
 DL4316'NORTH OF THE VILLAGE OF ROBERTS, GO NORTH ON 120TH STREET FOR 1.0 MI
 DL4316'(1.6 KM) TO 100TH AVENUE.  CONTINUE NORTH ON 120TH STREET FOR 0.5 MI
 DL4316'(0.8 KM) TO THE STATION ON THE LEFT.
 DL4316'
 DL4316'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4316'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4316'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4316'10.2 M (33.5 FT) WEST OF THE CENTERLINE OF 120TH STREET, 39 M (128.0
 DL4316'FT) SOUTH OF THE EXTENDED CENTERLINE OF A PRIVATE ENTRANCE LEADING
 DL4316'EAST, 37 M (121.4 FT) NORTH OF THE EXTENDED CENTERLINE OF A PRIVATE
 DL4316'ENTRANCE 1053, 3 M (9.8 FT) EAST OF AN AGRICULTURAL FIELD AND 1.0 M
 DL4316'(3.3 FT) NORTH AND SOUTH OF A WHITE PLASTIC WITNESS POST.
 DL4316'
 DL4316'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4316'DEGREES ABOVE THE HORIZON.
 DL4316
 DL4316                          STATION RECOVERY (2012)
 DL4316
 DL4316'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4316'RECOVERED AS DESCRIBED---NOTE---STATION IS CLEAR ABOVE 15  ON THE
 DL4316'HORIZON EXCEPT A TREE TO THE SOUTH AT 20 .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4272 ***********************************************************************
 DL4272  DESIGNATION -  5P01
 DL4272  PID         -  DL4272
 DL4272  STATE/COUNTY-  WI/PIERCE
 DL4272  COUNTRY     -  US
 DL4272  USGS QUAD   -  BAY CITY (2018)
 DL4272
 DL4272                         *CURRENT SURVEY CONTROL
 DL4272  ______________________________________________________________________
 DL4272* NAD 83(1986) POSITION- 44 36 46.20   (N) 092 23 45.91   (W)   HD_HELD1
 DL4272* NAVD 88 ORTHO HEIGHT -   337.905 (meters)     1108.61  (feet) ADJUSTED
 DL4272  ______________________________________________________________________
 DL4272  GEOID HEIGHT    -        -30.303 (meters)                     GEOID18
 DL4272  DYNAMIC HEIGHT  -        337.856 (meters)     1108.45  (feet) COMP
 DL4272  MODELED GRAVITY -    980,463.4   (mgal)                       NAVD 88
 DL4272
 DL4272  VERT ORDER      -  SECOND    CLASS I
 DL4272
 DL4272.The horizontal coordinates were determined by differentially corrected
 DL4272.hand held GPS observations or other comparable positioning techniques
 DL4272.and have an estimated accuracy of +/- 3 meters.
 DL4272
 DL4272.The orthometric height was determined by differential leveling and
 DL4272.adjusted by the WI DEPT OF TRANSP
 DL4272.in May 2012.
 DL4272
 DL4272.No vertical observational check was made to the station.
 DL4272
 DL4272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4272.GEOID18 height accuracy estimate available here.
 DL4272
 DL4272.Click photographs - Photos may exist for this station.
 DL4272
 DL4272.The dynamic height is computed by dividing the NAVD 88
 DL4272.geopotential number by the normal gravity value computed on the
 DL4272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4272.degrees latitude (g = 980.6199 gals.).
 DL4272
 DL4272.The modeled gravity was interpolated from observed gravity values.
 DL4272
 DL4272;                    North         East    Units  Estimated Accuracy
 DL4272;SPC WI C     -    89,422.1     409,845.1     MT  (+/- 3 meters HH1 GPS) 
 DL4272
 DL4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4791740119(NAD 83)
 DL4272
 DL4272                          SUPERSEDED SURVEY CONTROL
 DL4272
 DL4272.No superseded survey control is available for this station.
 DL4272
 DL4272_MARKER: DD = SURVEY DISK
 DL4272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4272_STAMPING: 5P01 2005
 DL4272_MARK LOGO: WIDT
 DL4272_PROJECTION: FLUSH
 DL4272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4272+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 DL4272
 DL4272  HISTORY     - Date     Condition        Report By
 DL4272  HISTORY     - 2004     MONUMENTED       WIDT
 DL4272  HISTORY     - 20070627 GOOD             WIDT
 DL4272
 DL4272                          STATION DESCRIPTION
 DL4272
 DL4272'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4272'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF
 DL4272'ELLSWORTH, 5.6 MI (9.0 KM) NORTHWEST OF MAIDEN ROCK AND 3.3 MI (5.3
 DL4272'KM) NORTHEAST OF BAY CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4272'
 DL4272'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4272'HIGHWAY D TO THE NORTH AND 530TH STREET TO THE SOUTH ABOUT 3 MI (4.8
 DL4272'KM) EAST OF THE VILLAGE OF BAY CITY, GO NORTH ON COUNTY HIGHWAY D FOR
 DL4272'0.95 MI (1.5 KM) TO 170TH AVENUE.  CONTINUE NORTH ON COUNTY HIGHWAY D
 DL4272'FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT.
 DL4272'
 DL4272'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4272'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4272'INCH) DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) LOWER THAN THE HIGHWAY
 DL4272'PAVEMENT, 14.5 M (47.6 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY D,
 DL4272'38.9 M (127.6 FT) WEST-NORTHWEST OF A POWER POLE AND 1.0 M (3.3 FT)
 DL4272'NORTH AND SOUTH OF A WHITE PLASTIC WITNESS POST.
 DL4272'
 DL4272'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4272'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4270 ***********************************************************************
 DL4270  DESIGNATION -  5P02
 DL4270  PID         -  DL4270
 DL4270  STATE/COUNTY-  WI/PIERCE
 DL4270  COUNTRY     -  US
 DL4270  USGS QUAD   -  ELLSWORTH (2018)
 DL4270
 DL4270                         *CURRENT SURVEY CONTROL
 DL4270  ______________________________________________________________________
 DL4270* NAD 83(1986) POSITION- 44 40 09.26   (N) 092 23 45.81   (W)   HD_HELD1
 DL4270* NAVD 88 ORTHO HEIGHT -   313.391 (meters)     1028.18  (feet) ADJUSTED
 DL4270  ______________________________________________________________________
 DL4270  GEOID HEIGHT    -        -30.313 (meters)                     GEOID18
 DL4270  DYNAMIC HEIGHT  -        313.348 (meters)     1028.04  (feet) COMP
 DL4270  MODELED GRAVITY -    980,470.6   (mgal)                       NAVD 88
 DL4270
 DL4270  VERT ORDER      -  SECOND    CLASS I
 DL4270
 DL4270.The horizontal coordinates were determined by differentially corrected
 DL4270.hand held GPS observations or other comparable positioning techniques
 DL4270.and have an estimated accuracy of +/- 3 meters.
 DL4270
 DL4270.The orthometric height was determined by differential leveling and
 DL4270.adjusted by the WI DEPT OF TRANSP
 DL4270.in May 2012.
 DL4270
 DL4270.No vertical observational check was made to the station.
 DL4270
 DL4270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4270.GEOID18 height accuracy estimate available here.
 DL4270
 DL4270.Click photographs - Photos may exist for this station.
 DL4270
 DL4270.The dynamic height is computed by dividing the NAVD 88
 DL4270.geopotential number by the normal gravity value computed on the
 DL4270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4270.degrees latitude (g = 980.6199 gals.).
 DL4270
 DL4270.The modeled gravity was interpolated from observed gravity values.
 DL4270
 DL4270;                    North         East    Units  Estimated Accuracy
 DL4270;SPC WI C     -    95,687.1     410,032.2     MT  (+/- 3 meters HH1 GPS) 
 DL4270
 DL4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4787246385(NAD 83)
 DL4270
 DL4270                          SUPERSEDED SURVEY CONTROL
 DL4270
 DL4270.No superseded survey control is available for this station.
 DL4270
 DL4270_MARKER: DD = SURVEY DISK
 DL4270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4270_STAMPING: 5P02 2005
 DL4270_MARK LOGO: WIDT
 DL4270_PROJECTION: FLUSH
 DL4270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4270+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2007
 DL4270
 DL4270  HISTORY     - Date     Condition        Report By
 DL4270  HISTORY     - 2004     MONUMENTED       WIDT
 DL4270  HISTORY     - 20070806 GOOD             WIDT
 DL4270
 DL4270                          STATION DESCRIPTION
 DL4270
 DL4270'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4270'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF EL
 DL4270'PASO, 6.4 MI (10.3 KM) NORTH-NORTHEAST OF BAY CITY AND 6.3 MI (10.1
 DL4270'KM) SOUTHEAST OF ELLSWORTH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4270'
 DL4270'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DL4270'HIGHWAY D TO THE SOUTH AND 530TH STREET TO THE NORTH ABOUT 5 MI (8.0
 DL4270'KM) SOUTHEAST OF THE VILLAGE OF ELLSWORTH, GO SOUTH ON COUNTY HIGHWAY
 DL4270'D FOR 1.1 MI (1.8 KM) TO COUNTY HIGHWAY V ON THE RIGHT AND 370TH
 DL4270'AVENUE ON THE LEFT.  CONTINUE SOUTH ON COUNTY HIGHWAY D FOR 0.4 MI
 DL4270'(0.6 KM) TO THE STATION ON THE LEFT.
 DL4270'
 DL4270'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4270'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4270'INCH) DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) HIGHER THAN THE
 DL4270'HIGHWAY PAVEMENT, 14.6 M (47.9 FT) EAST OF THE CENTERLINE OF COUNTY
 DL4270'HIGHWAY D, 85 M (278.9 FT) SOUTH OF THE EXTENDED CENTER OF PRIVATE
 DL4270'ENTRANCE NUMBER N3565, 31.1 M (102.0 FT) SOUTHEAST OF A POWER POLE AND
 DL4270'1.0 M (3.3 FT) EAST, NORTHWEST AND SOUTHWEST OF A WHITE PLASTIC
 DL4270'WITNESS POST.
 DL4270'
 DL4270'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4270'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTHWEST EXTENDING
 DL4270'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4269 ***********************************************************************
 DL4269  DESIGNATION -  5P03
 DL4269  PID         -  DL4269
 DL4269  STATE/COUNTY-  WI/PIERCE
 DL4269  COUNTRY     -  US
 DL4269  USGS QUAD   -  ELLSWORTH (2018)
 DL4269
 DL4269                         *CURRENT SURVEY CONTROL
 DL4269  ______________________________________________________________________
 DL4269* NAD 83(1986) POSITION- 44 42 00.63   (N) 092 23 44.54   (W)   HD_HELD1
 DL4269* NAVD 88 ORTHO HEIGHT -   310.570 (meters)     1018.93  (feet) ADJUSTED
 DL4269  ______________________________________________________________________
 DL4269  GEOID HEIGHT    -        -30.325 (meters)                     GEOID18
 DL4269  DYNAMIC HEIGHT  -        310.528 (meters)     1018.79  (feet) COMP
 DL4269  MODELED GRAVITY -    980,472.8   (mgal)                       NAVD 88
 DL4269
 DL4269  VERT ORDER      -  SECOND    CLASS I
 DL4269
 DL4269.The horizontal coordinates were determined by differentially corrected
 DL4269.hand held GPS observations or other comparable positioning techniques
 DL4269.and have an estimated accuracy of +/- 3 meters.
 DL4269
 DL4269.The orthometric height was determined by differential leveling and
 DL4269.adjusted by the WI DEPT OF TRANSP
 DL4269.in May 2012.
 DL4269
 DL4269.No vertical observational check was made to the station.
 DL4269
 DL4269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4269.GEOID18 height accuracy estimate available here.
 DL4269
 DL4269.Click photographs - Photos may exist for this station.
 DL4269
 DL4269.The dynamic height is computed by dividing the NAVD 88
 DL4269.geopotential number by the normal gravity value computed on the
 DL4269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4269.degrees latitude (g = 980.6199 gals.).
 DL4269
 DL4269.The modeled gravity was interpolated from observed gravity values.
 DL4269
 DL4269;                    North         East    Units  Estimated Accuracy
 DL4269;SPC WI C     -    99,122.4     410,161.6     MT  (+/- 3 meters HH1 GPS) 
 DL4269
 DL4269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4787549822(NAD 83)
 DL4269
 DL4269                          SUPERSEDED SURVEY CONTROL
 DL4269
 DL4269.No superseded survey control is available for this station.
 DL4269
 DL4269_MARKER: DD = SURVEY DISK
 DL4269_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4269_SP_SET: BRIDGE ABUTMENT
 DL4269_STAMPING: 5P03 2005
 DL4269_MARK LOGO: WIDT
 DL4269_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4269+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DL4269
 DL4269  HISTORY     - Date     Condition        Report By
 DL4269  HISTORY     - 2005     MONUMENTED       WIDT
 DL4269  HISTORY     - 20070807 GOOD             WIDT
 DL4269
 DL4269                          STATION DESCRIPTION
 DL4269
 DL4269'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4269'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-SOUTHWEST OF
 DL4269'WAVERLY, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF EL PASO AND 5.0 MI (8.0
 DL4269'KM) EAST-SOUTHEAST OF ELLSWORTH.
 DL4269'
 DL4269'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DL4269'HIGHWAY D (SOUTH) AND 530TH STREET (NORTH) ABOUT 5 MI (8.0 KM)
 DL4269'SOUTHEAST OF THE VILLAGE OF ELLSWORTH, GO NORTH ON 530TH STREET FOR
 DL4269'0.6 MI (1.0 KM) TO A SMALL BRIDGE OVER AN INTERMITTENT CREEK AND THE
 DL4269'STATION ON THE RIGHT.
 DL4269'
 DL4269'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4269'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DL4269'THE NORTH ABUTMENT OF THE BRIDGE, ABOUT LEVEL WITH THE ROAD PAVEMENT,
 DL4269'4.3 M (14.1 FT) EAST OF THE CENTERLINE OF 530TH STREET AND 0.3 M (1.0
 DL4269'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4268 ***********************************************************************
 DL4268  DESIGNATION -  5P04
 DL4268  PID         -  DL4268
 DL4268  STATE/COUNTY-  WI/PIERCE
 DL4268  COUNTRY     -  US
 DL4268  USGS QUAD   -  ELLSWORTH (2018)
 DL4268
 DL4268                         *CURRENT SURVEY CONTROL
 DL4268  ______________________________________________________________________
 DL4268* NAD 83(1986) POSITION- 44 43 47.33   (N) 092 24 03.73   (W)   HD_HELD1
 DL4268* NAVD 88 ORTHO HEIGHT -   312.359 (meters)     1024.80  (feet) ADJUSTED
 DL4268  ______________________________________________________________________
 DL4268  GEOID HEIGHT    -        -30.342 (meters)                     GEOID18
 DL4268  DYNAMIC HEIGHT  -        312.316 (meters)     1024.66  (feet) COMP
 DL4268  MODELED GRAVITY -    980,472.2   (mgal)                       NAVD 88
 DL4268
 DL4268  VERT ORDER      -  SECOND    CLASS I
 DL4268
 DL4268.The horizontal coordinates were determined by differentially corrected
 DL4268.hand held GPS observations or other comparable positioning techniques
 DL4268.and have an estimated accuracy of +/- 3 meters.
 DL4268
 DL4268.The orthometric height was determined by differential leveling and
 DL4268.adjusted by the WI DEPT OF TRANSP
 DL4268.in May 2012.
 DL4268
 DL4268.No vertical observational check was made to the station.
 DL4268
 DL4268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4268.GEOID18 height accuracy estimate available here.
 DL4268
 DL4268.Click photographs - Photos may exist for this station.
 DL4268
 DL4268.The dynamic height is computed by dividing the NAVD 88
 DL4268.geopotential number by the normal gravity value computed on the
 DL4268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4268.degrees latitude (g = 980.6199 gals.).
 DL4268
 DL4268.The modeled gravity was interpolated from observed gravity values.
 DL4268
 DL4268;                    North         East    Units  Estimated Accuracy
 DL4268;SPC WI C     -   102,426.9     409,836.7     MT  (+/- 3 meters HH1 GPS) 
 DL4268
 DL4268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4742853111(NAD 83)
 DL4268
 DL4268                          SUPERSEDED SURVEY CONTROL
 DL4268
 DL4268.No superseded survey control is available for this station.
 DL4268
 DL4268_MARKER: DD = SURVEY DISK
 DL4268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4268_STAMPING: 5P04 2005
 DL4268_MARK LOGO: WIDT
 DL4268_PROJECTION: FLUSH
 DL4268_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4268+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 DL4268
 DL4268  HISTORY     - Date     Condition        Report By
 DL4268  HISTORY     - 2004     MONUMENTED       WIDT
 DL4268  HISTORY     - 20070625 GOOD             WIDT
 DL4268
 DL4268                          STATION DESCRIPTION
 DL4268
 DL4268'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4268'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF MARTELL, 4.2 MI
 DL4268'(6.8 KM) EAST OF ELLSWORTH AND 3.9 MI (6.3 KM) SOUTHWEST OF EL PASO.
 DL4268'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4268'
 DL4268'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 WITH COUNTY
 DL4268'HIGHWAY DD ABOUT 3 MI (4.8 KM) EAST OF THE VILLAGE OF ELLSWORTH, GO
 DL4268'EAST ON STATE HIGHWAY 72 FOR 0.75 MI (1.2 KM) TO 530TH STREET ON THE
 DL4268'RIGHT.  TURN RIGHT AND GO SOUTH ON 530TH STREET FOR 0.15 MI (0.2 KM)
 DL4268'TO THE STATION ON THE RIGHT.
 DL4268'
 DL4268'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4268'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4268'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 9.8 M
 DL4268'(32.2 FT) WEST OF THE CENTERLINE OF 530TH STREET, 127 M (416.7 FT)
 DL4268'NORTH-NORTHWEST OF TELEPHONE PEDESTAL NUMBER L2600 1, 24 M (78.7 FT)
 DL4268'SOUTH OF A FIELD ENTRANCE, 1 M (3.3 FT) EAST OF AN AGRICULTURAL FIELD
 DL4268'AND 1.0 M (3.3 FT) WEST, NORTHEAST AND SOUTHEAST OF A WHITE PLASTIC
 DL4268'WITNESS POST.
 DL4268'
 DL4268'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4268'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4266 ***********************************************************************
 DL4266  DESIGNATION -  5P05
 DL4266  PID         -  DL4266
 DL4266  STATE/COUNTY-  WI/PIERCE
 DL4266  COUNTRY     -  US
 DL4266  USGS QUAD   -  MARTELL (2018)
 DL4266
 DL4266                         *CURRENT SURVEY CONTROL
 DL4266  ______________________________________________________________________
 DL4266* NAD 83(1986) POSITION- 44 45 56.45   (N) 092 24 59.03   (W)   HD_HELD1
 DL4266* NAVD 88 ORTHO HEIGHT -   313.818 (meters)     1029.58  (feet) ADJUSTED
 DL4266  ______________________________________________________________________
 DL4266  GEOID HEIGHT    -        -30.358 (meters)                     GEOID18
 DL4266  DYNAMIC HEIGHT  -        313.774 (meters)     1029.44  (feet) COMP
 DL4266  MODELED GRAVITY -    980,468.9   (mgal)                       NAVD 88
 DL4266
 DL4266  VERT ORDER      -  SECOND    CLASS I
 DL4266
 DL4266.The horizontal coordinates were determined by differentially corrected
 DL4266.hand held GPS observations or other comparable positioning techniques
 DL4266.and have an estimated accuracy of +/- 3 meters.
 DL4266
 DL4266.The orthometric height was determined by differential leveling and
 DL4266.adjusted by the WI DEPT OF TRANSP
 DL4266.in May 2012.
 DL4266
 DL4266.No vertical observational check was made to the station.
 DL4266
 DL4266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4266.GEOID18 height accuracy estimate available here.
 DL4266
 DL4266.Click photographs - Photos may exist for this station.
 DL4266
 DL4266.The dynamic height is computed by dividing the NAVD 88
 DL4266.geopotential number by the normal gravity value computed on the
 DL4266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4266.degrees latitude (g = 980.6199 gals.).
 DL4266
 DL4266.The modeled gravity was interpolated from observed gravity values.
 DL4266
 DL4266;                    North         East    Units  Estimated Accuracy
 DL4266;SPC WI C     -   106,446.7     408,739.0     MT  (+/- 3 meters HH1 GPS) 
 DL4266
 DL4266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4618357086(NAD 83)
 DL4266
 DL4266                          SUPERSEDED SURVEY CONTROL
 DL4266
 DL4266.No superseded survey control is available for this station.
 DL4266
 DL4266_MARKER: DD = SURVEY DISK
 DL4266_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4266_SP_SET: BRIDGE ABUTMENT
 DL4266_STAMPING: 5P05 2005
 DL4266_MARK LOGO: WIDT
 DL4266_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4266+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 DL4266
 DL4266  HISTORY     - Date     Condition        Report By
 DL4266  HISTORY     - 2005     MONUMENTED       WIDT
 DL4266  HISTORY     - 20070620 GOOD             WIDT
 DL4266
 DL4266                          STATION DESCRIPTION
 DL4266
 DL4266'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4266'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF
 DL4266'MARTELL, 4.2 MI (6.8 KM) EAST-NORTHEAST OF ELLSWORTH AND 3.6 MI (5.8
 DL4266'KM) WEST OF EL PASO.
 DL4266'
 DL4266'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DL4266'HIGHWAY DD ABOUT 3 MI (4.8 KM) EAST OF THE VILLAGE OF ELLSWORTH, GO
 DL4266'NORTH ON US HIGHWAY 63 FOR 2.15 MI (3.5 KM) TO A BRIDGE OVER LOST
 DL4266'CREEK AND THE STATION ON THE LEFT.
 DL4266'
 DL4266'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4266'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DL4266'THE NORTH ABUTMENT OF BRIDGE NUMBER B-47-29-60, 5.3 M (17.4 FT) WEST
 DL4266'OF THE CENTERLINE OF US HIGHWAY 63 AND ABOUT LEVEL WITH THE HIGHWAY
 DL4266'PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4265 ***********************************************************************
 DL4265  DESIGNATION -  5P06
 DL4265  PID         -  DL4265
 DL4265  STATE/COUNTY-  WI/PIERCE
 DL4265  COUNTRY     -  US
 DL4265  USGS QUAD   -  MARTELL (2018)
 DL4265
 DL4265                         *CURRENT SURVEY CONTROL
 DL4265  ______________________________________________________________________
 DL4265* NAD 83(1986) POSITION- 44 47 23.75   (N) 092 24 46.98   (W)   HD_HELD1
 DL4265* NAVD 88 ORTHO HEIGHT -   340.306 (meters)     1116.49  (feet) ADJUSTED
 DL4265  ______________________________________________________________________
 DL4265  GEOID HEIGHT    -        -30.381 (meters)                     GEOID18
 DL4265  DYNAMIC HEIGHT  -        340.258 (meters)     1116.33  (feet) COMP
 DL4265  MODELED GRAVITY -    980,467.0   (mgal)                       NAVD 88
 DL4265
 DL4265  VERT ORDER      -  SECOND    CLASS I
 DL4265
 DL4265.The horizontal coordinates were determined by differentially corrected
 DL4265.hand held GPS observations or other comparable positioning techniques
 DL4265.and have an estimated accuracy of +/- 3 meters.
 DL4265
 DL4265.The orthometric height was determined by differential leveling and
 DL4265.adjusted by the WI DEPT OF TRANSP
 DL4265.in May 2012.
 DL4265
 DL4265.No vertical observational check was made to the station.
 DL4265
 DL4265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4265.GEOID18 height accuracy estimate available here.
 DL4265
 DL4265.Click photographs - Photos may exist for this station.
 DL4265
 DL4265.The dynamic height is computed by dividing the NAVD 88
 DL4265.geopotential number by the normal gravity value computed on the
 DL4265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4265.degrees latitude (g = 980.6199 gals.).
 DL4265
 DL4265.The modeled gravity was interpolated from observed gravity values.
 DL4265
 DL4265;                    North         East    Units  Estimated Accuracy
 DL4265;SPC WI C     -   109,132.3     409,083.9     MT  (+/- 3 meters HH1 GPS) 
 DL4265
 DL4265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4642959782(NAD 83)
 DL4265
 DL4265                          SUPERSEDED SURVEY CONTROL
 DL4265
 DL4265.No superseded survey control is available for this station.
 DL4265
 DL4265_MARKER: DD = SURVEY DISK
 DL4265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4265_STAMPING: 5P06 2005
 DL4265_MARK LOGO: WIDT
 DL4265_PROJECTION: FLUSH
 DL4265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4265+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 DL4265
 DL4265  HISTORY     - Date     Condition        Report By
 DL4265  HISTORY     - 2004     MONUMENTED       WIDT
 DL4265  HISTORY     - 20070620 GOOD             WIDT
 DL4265
 DL4265                          STATION DESCRIPTION
 DL4265
 DL4265'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4265'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHEAST OF ELLSWORTH,
 DL4265'3.7 MI (6.0 KM) WEST-NORTHWEST OF EL PASO AND 2.8 MI (4.5 KM)
 DL4265'SOUTH-SOUTHWEST OF MARTELL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4265'
 DL4265'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DL4265'HIGHWAY N ABOUT 5 MI (8.0 KM) NORTHEAST OF THE VILLAGE OF ELLSWORTH,
 DL4265'GO NORTHERLY ON US HIGHWAY 63 FOR 1.0 MI (1.6 KM) TO 690TH AVENUE.
 DL4265'TURN LEFT AND GO WEST ON 690TH AVENUE FOR 0.1 MI (0.2 KM) TO THE
 DL4265'STATION ON THE LEFT.
 DL4265'
 DL4265'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4265'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4265'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 7.6 M
 DL4265'(24.9 FT) SOUTH OF THE CENTERLINE OF 690TH AVENUE, 32.2 M (105.6 FT)
 DL4265'EAST-SOUTHEAST OF A POWER POLE AND 1.0 M (3.3 FT) SOUTH, NORTHEAST AND
 DL4265'NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4265'
 DL4265'NOTE- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL4265'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4151 ***********************************************************************
 DL4151  DESIGNATION -  5P46
 DL4151  PID         -  DL4151
 DL4151  STATE/COUNTY-  WI/PIERCE
 DL4151  COUNTRY     -  US
 DL4151  USGS QUAD   -  MARTELL (2018)
 DL4151
 DL4151                         *CURRENT SURVEY CONTROL
 DL4151  ______________________________________________________________________
 DL4151* NAD 83(1986) POSITION- 44 51 28.04   (N) 092 22 30.23   (W)   HD_HELD1
 DL4151* NAVD 88 ORTHO HEIGHT -   324.376 (meters)     1064.22  (feet) ADJUSTED
 DL4151  ______________________________________________________________________
 DL4151  GEOID HEIGHT    -        -30.482 (meters)                     GEOID18
 DL4151  DYNAMIC HEIGHT  -        324.327 (meters)     1064.06  (feet) COMP
 DL4151  MODELED GRAVITY -    980,459.2   (mgal)                       NAVD 88
 DL4151
 DL4151  VERT ORDER      -  SECOND    CLASS I
 DL4151
 DL4151.The horizontal coordinates were determined by differentially corrected
 DL4151.hand held GPS observations or other comparable positioning techniques
 DL4151.and have an estimated accuracy of +/- 3 meters.
 DL4151
 DL4151.The orthometric height was determined by differential leveling and
 DL4151.adjusted by the WI DEPT OF TRANSP
 DL4151.in May 2012.
 DL4151
 DL4151.No vertical observational check was made to the station.
 DL4151
 DL4151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4151.GEOID18 height accuracy estimate available here.
 DL4151
 DL4151.Click photographs - Photos may exist for this station.
 DL4151
 DL4151.The dynamic height is computed by dividing the NAVD 88
 DL4151.geopotential number by the normal gravity value computed on the
 DL4151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4151.degrees latitude (g = 980.6199 gals.).
 DL4151
 DL4151.The modeled gravity was interpolated from observed gravity values.
 DL4151
 DL4151;                    North         East    Units  Estimated Accuracy
 DL4151;SPC WI C     -   116,581.1     412,309.0     MT  (+/- 3 meters HH1 GPS) 
 DL4151
 DL4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4937667342(NAD 83)
 DL4151
 DL4151                          SUPERSEDED SURVEY CONTROL
 DL4151
 DL4151.No superseded survey control is available for this station.
 DL4151
 DL4151_MARKER: DD = SURVEY DISK
 DL4151_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4151_SP_SET: BRIDGE ABUTMENT
 DL4151_STAMPING: 5P46 2005
 DL4151_MARK LOGO: WIDT
 DL4151_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4151+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DL4151
 DL4151  HISTORY     - Date     Condition        Report By
 DL4151  HISTORY     - 2005     MONUMENTED       WIDT
 DL4151  HISTORY     - 20070619 GOOD             WIDT
 DL4151  HISTORY     - 20120827 GOOD             WIDT
 DL4151
 DL4151                          STATION DESCRIPTION
 DL4151
 DL4151'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4151'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST OF SPRING VALLEY,
 DL4151'6.3 MI (10.1 KM) NORTH-NORTHWEST OF EL PASO AND 2.2 MI (3.5 KM)
 DL4151'NORTH-NORTHEAST OF MARTELL.
 DL4151'
 DL4151'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DL4151'HIGHWAY 29 WEST ABOUT 12 MI (19.3 KM) EAST OF THE CITY OF RIVER FALLS,
 DL4151'GO NORTH ON US HIGHWAY 63 FOR 0.7 MI (1.1 KM) TO A BRIDGE OVER A SMALL
 DL4151'STREAM AND THE STATION ON THE LEFT.
 DL4151'
 DL4151'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4151'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DL4151'THE NORTH ABUTMENT OF BRIDGE NUMBER B-47-0117-01, 6.8 M (22.3 FT) WEST
 DL4151'OF THE CENTERLINE OF US HIGHWAY 63 AND ABOUT LEVEL WITH THE HIGHWAY
 DL4151'PAVEMENT.
 DL4151'
 DL4151'NOTE-NO WITNESS POST SET WITH THE STATION.
 DL4151
 DL4151                          STATION RECOVERY (2012)
 DL4151
 DL4151'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4151'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4149 ***********************************************************************
 DL4149  DESIGNATION -  5P48
 DL4149  PID         -  DL4149
 DL4149  STATE/COUNTY-  WI/ST CROIX
 DL4149  COUNTRY     -  US
 DL4149  USGS QUAD   -  BALDWIN WEST (2018)
 DL4149
 DL4149                         *CURRENT SURVEY CONTROL
 DL4149  ______________________________________________________________________
 DL4149* NAD 83(1986) POSITION- 44 53 47.56   (N) 092 22 29.47   (W)   HD_HELD1
 DL4149* NAVD 88 ORTHO HEIGHT -   342.421 (meters)     1123.43  (feet) ADJUSTED
 DL4149  ______________________________________________________________________
 DL4149  GEOID HEIGHT    -        -30.494 (meters)                     GEOID18
 DL4149  DYNAMIC HEIGHT  -        342.369 (meters)     1123.26  (feet) COMP
 DL4149  MODELED GRAVITY -    980,455.8   (mgal)                       NAVD 88
 DL4149
 DL4149  VERT ORDER      -  SECOND    CLASS I
 DL4149
 DL4149.The horizontal coordinates were determined by differentially corrected
 DL4149.hand held GPS observations or other comparable positioning techniques
 DL4149.and have an estimated accuracy of +/- 3 meters.
 DL4149
 DL4149.The orthometric height was determined by differential leveling and
 DL4149.adjusted by the WI DEPT OF TRANSP
 DL4149.in May 2012.
 DL4149
 DL4149.No vertical observational check was made to the station.
 DL4149
 DL4149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4149.GEOID18 height accuracy estimate available here.
 DL4149
 DL4149.Click photographs - Photos may exist for this station.
 DL4149
 DL4149.The dynamic height is computed by dividing the NAVD 88
 DL4149.geopotential number by the normal gravity value computed on the
 DL4149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4149.degrees latitude (g = 980.6199 gals.).
 DL4149
 DL4149.The modeled gravity was interpolated from observed gravity values.
 DL4149
 DL4149;                    North         East    Units  Estimated Accuracy
 DL4149;SPC WI C     -   120,885.4     412,451.6     MT  (+/- 3 meters HH1 GPS) 
 DL4149
 DL4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4935971647(NAD 83)
 DL4149
 DL4149                          SUPERSEDED SURVEY CONTROL
 DL4149
 DL4149.No superseded survey control is available for this station.
 DL4149
 DL4149_MARKER: DD = SURVEY DISK
 DL4149_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4149_SP_SET: BOX CULVERT WING WALL
 DL4149_STAMPING: 5P48 2005
 DL4149_MARK LOGO: WIDT
 DL4149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4149+STABILITY: SURFACE MOTION
 DL4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4149+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DL4149
 DL4149  HISTORY     - Date     Condition        Report By
 DL4149  HISTORY     - 2005     MONUMENTED       WIDT
 DL4149  HISTORY     - 20070619 GOOD             WIDT
 DL4149  HISTORY     - 20120806 GOOD             WIDT
 DL4149
 DL4149                          STATION DESCRIPTION
 DL4149
 DL4149'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4149'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF SPRING
 DL4149'VALLEY, 4.9 MI (7.9 KM) SOUTH OF BALDWIN AND 4.7 MI (7.6 KM)
 DL4149'NORTH-NORTHEAST OF MARTELL.
 DL4149'
 DL4149'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DL4149'US HIGHWAY 63 (EXIT 19) ABOUT 1.5 MI (2.4 KM) SOUTH OF THE VILLAGE OF
 DL4149'BALDWIN, GO SOUTH ON US HIGHWAY 63 FOR 2.3 MI (3.7 KM) TO 30TH AVENUE,
 DL4149'CONTINUE SOUTH ON US HIGHWAY 63 FOR 0.6 MI (1.0 KM) TO A SMALL BOX
 DL4149'CULVERT AND THE STATION ON THE RIGHT.
 DL4149'
 DL4149'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4149'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH WING
 DL4149'WALL OF THE WEST END OF THE BOX CULVERT, ABOUT 3 M (9.8 FT) BELOW THE
 DL4149'HIGHWAY PAVEMENT, 10.6 M (34.8 FT) WEST OF THE CENTERLINE OF US
 DL4149'HIGHWAY 63 AND 0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DL4149
 DL4149                          STATION RECOVERY (2012)
 DL4149
 DL4149'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4149'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4147 ***********************************************************************
 DL4147  DESIGNATION -  5P49
 DL4147  PID         -  DL4147
 DL4147  STATE/COUNTY-  WI/ST CROIX
 DL4147  COUNTRY     -  US
 DL4147  USGS QUAD   -  BALDWIN WEST (2018)
 DL4147
 DL4147                         *CURRENT SURVEY CONTROL
 DL4147  ______________________________________________________________________
 DL4147* NAD 83(1986) POSITION- 44 56 16.91   (N) 092 22 29.74   (W)   HD_HELD1
 DL4147* NAVD 88 ORTHO HEIGHT -   347.515 (meters)     1140.14  (feet) ADJUSTED
 DL4147  ______________________________________________________________________
 DL4147  GEOID HEIGHT    -        -30.489 (meters)                     GEOID18
 DL4147  DYNAMIC HEIGHT  -        347.462 (meters)     1139.96  (feet) COMP
 DL4147  MODELED GRAVITY -    980,455.1   (mgal)                       NAVD 88
 DL4147
 DL4147  VERT ORDER      -  SECOND    CLASS I
 DL4147
 DL4147.The horizontal coordinates were determined by differentially corrected
 DL4147.hand held GPS observations or other comparable positioning techniques
 DL4147.and have an estimated accuracy of +/- 3 meters.
 DL4147
 DL4147.The orthometric height was determined by differential leveling and
 DL4147.adjusted by the WI DEPT OF TRANSP
 DL4147.in May 2012.
 DL4147
 DL4147.No vertical observational check was made to the station.
 DL4147
 DL4147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4147.GEOID18 height accuracy estimate available here.
 DL4147
 DL4147.Click photographs - Photos may exist for this station.
 DL4147
 DL4147.The dynamic height is computed by dividing the NAVD 88
 DL4147.geopotential number by the normal gravity value computed on the
 DL4147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4147.degrees latitude (g = 980.6199 gals.).
 DL4147
 DL4147.The modeled gravity was interpolated from observed gravity values.
 DL4147
 DL4147;                    North         East    Units  Estimated Accuracy
 DL4147;SPC WI C     -   125,493.6     412,580.4     MT  (+/- 3 meters HH1 GPS) 
 DL4147
 DL4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4931876256(NAD 83)
 DL4147
 DL4147                          SUPERSEDED SURVEY CONTROL
 DL4147
 DL4147.No superseded survey control is available for this station.
 DL4147
 DL4147_MARKER: DD = SURVEY DISK
 DL4147_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4147_SP_SET: BRIDGE PARAPET WALL
 DL4147_STAMPING: 5P49 2005
 DL4147_MARK LOGO: WIDT
 DL4147_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4147+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 DL4147
 DL4147  HISTORY     - Date     Condition        Report By
 DL4147  HISTORY     - 2005     MONUMENTED       WIDT
 DL4147  HISTORY     - 20070618 GOOD             WIDT
 DL4147  HISTORY     - 20120723 GOOD             WIDT
 DL4147
 DL4147                          STATION DESCRIPTION
 DL4147
 DL4147'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4147'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DL4147'US HIGHWAY 63 (EXIT 19) ABOUT 1.5 MI (2.4 KM) SOUTH OF THE VILLAGE OF
 DL4147'BALDWIN.
 DL4147'
 DL4147'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4147'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST
 DL4147'PARAPET WALL OF NORTH ABUTMENT OF THE SOUTHBOUND US HIGHWAY 63 BRIDGE
 DL4147'NUBMER B-55-202, ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT, 7.2 M
 DL4147'(23.6 FT) WEST OF THE CENTERLINE OF SOUTHBOUND US HIGHWAY 63 AND 0.2 M
 DL4147'(0.7 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DL4147
 DL4147                          STATION RECOVERY (2012)
 DL4147
 DL4147'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4147'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4208 ***********************************************************************
 DL4208  DESIGNATION -  5Q01
 DL4208  PID         -  DL4208
 DL4208  STATE/COUNTY-  WI/BUFFALO
 DL4208  COUNTRY     -  US
 DL4208  USGS QUAD   -  WABASHA NORTH (2019)
 DL4208
 DL4208                         *CURRENT SURVEY CONTROL
 DL4208  ______________________________________________________________________
 DL4208* NAD 83(1986) POSITION- 44 28 21.55   (N) 092 01 19.57   (W)   HD_HELD1
 DL4208* NAVD 88 ORTHO HEIGHT -   224.538 (meters)      736.67  (feet) ADJUSTED
 DL4208  ______________________________________________________________________
 DL4208  GEOID HEIGHT    -        -30.445 (meters)                     GEOID18
 DL4208  DYNAMIC HEIGHT  -        224.509 (meters)      736.58  (feet) COMP
 DL4208  MODELED GRAVITY -    980,486.6   (mgal)                       NAVD 88
 DL4208
 DL4208  VERT ORDER      -  SECOND    CLASS I
 DL4208
 DL4208.The horizontal coordinates were determined by differentially corrected
 DL4208.hand held GPS observations or other comparable positioning techniques
 DL4208.and have an estimated accuracy of +/- 3 meters.
 DL4208
 DL4208.The orthometric height was determined by differential leveling and
 DL4208.adjusted by the WI DEPT OF TRANSP
 DL4208.in May 2012.
 DL4208
 DL4208.No vertical observational check was made to the station.
 DL4208
 DL4208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4208.GEOID18 height accuracy estimate available here.
 DL4208
 DL4208.Click photographs - Photos may exist for this station.
 DL4208
 DL4208.The dynamic height is computed by dividing the NAVD 88
 DL4208.geopotential number by the normal gravity value computed on the
 DL4208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4208.degrees latitude (g = 980.6199 gals.).
 DL4208
 DL4208.The modeled gravity was interpolated from observed gravity values.
 DL4208
 DL4208;                    North         East    Units  Estimated Accuracy
 DL4208;SPC WI C     -    73,042.9     439,130.1     MT  (+/- 3 meters HH1 GPS) 
 DL4208
 DL4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7777724836(NAD 83)
 DL4208
 DL4208                          SUPERSEDED SURVEY CONTROL
 DL4208
 DL4208.No superseded survey control is available for this station.
 DL4208
 DL4208_MARKER: DD = SURVEY DISK
 DL4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4208_STAMPING: 5Q01 2005
 DL4208_MARK LOGO: WIDT
 DL4208_PROJECTION: FLUSH
 DL4208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4208+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2007
 DL4208
 DL4208  HISTORY     - Date     Condition        Report By
 DL4208  HISTORY     - 2004     MONUMENTED       WIDT
 DL4208  HISTORY     - 20070726 GOOD             WIDT
 DL4208
 DL4208                          STATION DESCRIPTION
 DL4208
 DL4208'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4208'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF URNE,
 DL4208'6.6 MI (10.6 KM) EAST-NORTHEAST OF PEPIN AND 4.6 MI (7.4 KM)
 DL4208'SOUTH-SOUTHEAST OF ELLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4208'
 DL4208'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DL4208'HIGHWAY KK ABOUT 9 MI (14.5 KM) SOUTH OF THE CITY OF DURAND, GO
 DL4208'SOUTHERLY ON STATE HIGHWAY 25 FOR 1.8 MI (2.9 KM) TO THE STATION ON
 DL4208'THE LEFT.
 DL4208'
 DL4208'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4208'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4208'INCH) DIAMETER CONCRETE POST ABOUT 1.3 M (4.3 FT) LOWER THAN THE
 DL4208'HIGHWAY PAVEMENT, 14.5 M (47.6 FT) EAST OF THE CENTERLINE OF STATE
 DL4208'HIGHWAY 25, 46.5 M (152.6 FT) NORTH-NORTHWEST OF TELEPHONE PEDESTAL
 DL4208'NUMBER L1 35, 14.5 M (47.6 FT) NORTHEAST OF A NO PASSING ZONE WOODEN
 DL4208'SIGN POST, 2.0 M (6.6 FT) NORTH-NORTHWEST OF A WOOD FENCE POST, 1.6 M
 DL4208'(5.2 FT) SOUTHWEST OF A WOOD FENCE POST AND 1.0 M (3.3 FT) EAST,
 DL4208'NORTHWEST AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4208'
 DL4208'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4208'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4206 ***********************************************************************
 DL4206  DESIGNATION -  5Q02
 DL4206  PID         -  DL4206
 DL4206  STATE/COUNTY-  WI/BUFFALO
 DL4206  COUNTRY     -  US
 DL4206  USGS QUAD   -  ELLA (2018)
 DL4206
 DL4206                         *CURRENT SURVEY CONTROL
 DL4206  ______________________________________________________________________
 DL4206* NAD 83(1986) POSITION- 44 31 01.54   (N) 092 00 27.68   (W)   HD_HELD1
 DL4206* NAVD 88 ORTHO HEIGHT -   234.283 (meters)      768.64  (feet) ADJUSTED
 DL4206  ______________________________________________________________________
 DL4206  GEOID HEIGHT    -        -30.435 (meters)                     GEOID18
 DL4206  DYNAMIC HEIGHT  -        234.255 (meters)      768.55  (feet) COMP
 DL4206  MODELED GRAVITY -    980,494.4   (mgal)                       NAVD 88
 DL4206
 DL4206  VERT ORDER      -  SECOND    CLASS I
 DL4206
 DL4206.The horizontal coordinates were determined by differentially corrected
 DL4206.hand held GPS observations or other comparable positioning techniques
 DL4206.and have an estimated accuracy of +/- 3 meters.
 DL4206
 DL4206.The orthometric height was determined by differential leveling and
 DL4206.adjusted by the WI DEPT OF TRANSP
 DL4206.in May 2012.
 DL4206
 DL4206.No vertical observational check was made to the station.
 DL4206
 DL4206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4206.GEOID18 height accuracy estimate available here.
 DL4206
 DL4206.Click photographs - Photos may exist for this station.
 DL4206
 DL4206.The dynamic height is computed by dividing the NAVD 88
 DL4206.geopotential number by the normal gravity value computed on the
 DL4206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4206.degrees latitude (g = 980.6199 gals.).
 DL4206
 DL4206.The modeled gravity was interpolated from observed gravity values.
 DL4206
 DL4206;                    North         East    Units  Estimated Accuracy
 DL4206;SPC WI C     -    77,951.2     440,398.7     MT  (+/- 3 meters HH1 GPS) 
 DL4206
 DL4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7886329786(NAD 83)
 DL4206
 DL4206                          SUPERSEDED SURVEY CONTROL
 DL4206
 DL4206.No superseded survey control is available for this station.
 DL4206
 DL4206_MARKER: DD = SURVEY DISK
 DL4206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4206_STAMPING: 5Q02 2005
 DL4206_MARK LOGO: WIDT
 DL4206_PROJECTION: FLUSH
 DL4206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4206+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2007
 DL4206
 DL4206  HISTORY     - Date     Condition        Report By
 DL4206  HISTORY     - 2004     MONUMENTED       WIDT
 DL4206  HISTORY     - 20070727 GOOD             WIDT
 DL4206
 DL4206                          STATION DESCRIPTION
 DL4206
 DL4206'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4206'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF
 DL4206'DURAND, 5.8 MI (9.3 KM) WEST-NORTHWEST OF URNE AND 2.5 MI (4.0 KM)
 DL4206'EAST-SOUTHEAST OF ELLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4206'
 DL4206'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DL4206'HIGHWAY V ABOUT 8 MI (12.9 KM) SOUTH OF THE CITY OF DURAND, GO EAST ON
 DL4206'COUNTY HIGHWAY V FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DL4206'
 DL4206'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4206'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4206'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4206'9.5 M (31.2 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY V, 42.1 M
 DL4206'(138.1 FT) WEST OF A METAL POST FOR A LEFT CURVE 20 MPH SIGN, 3.1 M
 DL4206'(10.2 FT) EAST OF TELEPHONE PEDESTAL NUMBER 1B 4A 4 AND 1.0 M (3.3 FT)
 DL4206'SOUTH, NORTHEAST AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4206'
 DL4206'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4206'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4204 ***********************************************************************
 DL4204  DESIGNATION -  5Q03
 DL4204  PID         -  DL4204
 DL4204  STATE/COUNTY-  WI/BUFFALO
 DL4204  COUNTRY     -  US
 DL4204  USGS QUAD   -  ELLA (2018)
 DL4204
 DL4204                         *CURRENT SURVEY CONTROL
 DL4204  ______________________________________________________________________
 DL4204* NAD 83(1986) POSITION- 44 34 05.34   (N) 092 00 33.05   (W)   HD_HELD1
 DL4204* NAVD 88 ORTHO HEIGHT -   229.065 (meters)      751.52  (feet) ADJUSTED
 DL4204  ______________________________________________________________________
 DL4204  GEOID HEIGHT    -        -30.429 (meters)                     GEOID18
 DL4204  DYNAMIC HEIGHT  -        229.040 (meters)      751.44  (feet) COMP
 DL4204  MODELED GRAVITY -    980,502.6   (mgal)                       NAVD 88
 DL4204
 DL4204  VERT ORDER      -  SECOND    CLASS I
 DL4204
 DL4204.The horizontal coordinates were determined by differentially corrected
 DL4204.hand held GPS observations or other comparable positioning techniques
 DL4204.and have an estimated accuracy of +/- 3 meters.
 DL4204
 DL4204.The orthometric height was determined by differential leveling and
 DL4204.adjusted by the WI DEPT OF TRANSP
 DL4204.in May 2012.
 DL4204
 DL4204.No vertical observational check was made to the station.
 DL4204
 DL4204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4204.GEOID18 height accuracy estimate available here.
 DL4204
 DL4204.Click photographs - Photos may exist for this station.
 DL4204
 DL4204.The dynamic height is computed by dividing the NAVD 88
 DL4204.geopotential number by the normal gravity value computed on the
 DL4204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4204.degrees latitude (g = 980.6199 gals.).
 DL4204
 DL4204.The modeled gravity was interpolated from observed gravity values.
 DL4204
 DL4204;                    North         East    Units  Estimated Accuracy
 DL4204;SPC WI C     -    83,625.6     440,420.5     MT  (+/- 3 meters HH1 GPS) 
 DL4204
 DL4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7867635456(NAD 83)
 DL4204
 DL4204                          SUPERSEDED SURVEY CONTROL
 DL4204
 DL4204.No superseded survey control is available for this station.
 DL4204
 DL4204_MARKER: DD = SURVEY DISK
 DL4204_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4204_SP_SET: BRIDGE PARAPET WALL
 DL4204_STAMPING: 5Q03 2005
 DL4204_MARK LOGO: WIDT
 DL4204_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4204+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2007
 DL4204
 DL4204  HISTORY     - Date     Condition        Report By
 DL4204  HISTORY     - 2005     MONUMENTED       WIDT
 DL4204  HISTORY     - 20070731 GOOD             WIDT
 DL4204
 DL4204                          STATION DESCRIPTION
 DL4204
 DL4204'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4204'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF
 DL4204'ARKANSAW, 4.6 MI (7.4 KM) SOUTH-SOUTHWEST OF DURAND AND 3.0 MI (4.8
 DL4204'KM) NORTHEAST OF ELLA.
 DL4204'
 DL4204'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DL4204'HIGHWAY AA ABOUT 2 MI (3.2 KM) SOUTHWEST OF THE CITY OF DURAND, GO
 DL4204'SOUTH ON STATE HIGHWAY 25 FOR 2.6 MI (4.2 KM) TO A BRIDGE OVER SPRING
 DL4204'CREEK AND THE STATION ON THE RIGHT.
 DL4204'
 DL4204'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4204'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST
 DL4204'PARAPET WALL OF THE NORTH ABUTMENT OF BRIDGE NUMBER 6-122, ABOUT 1 M
 DL4204'(3.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT, 5.7 M (18.7 FT) WEST OF THE
 DL4204'CENTERLINE OF STATE HIGHWAY 25 AND 30 M (98.4 FT) NORTH OF SPRING
 DL4204'CREEK ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4203 ***********************************************************************
 DL4203  DESIGNATION -  5Q04
 DL4203  PID         -  DL4203
 DL4203  STATE/COUNTY-  WI/BUFFALO
 DL4203  COUNTRY     -  US
 DL4203  USGS QUAD   -  ELLA (2018)
 DL4203
 DL4203                         *CURRENT SURVEY CONTROL
 DL4203  ______________________________________________________________________
 DL4203* NAD 83(1986) POSITION- 44 35 44.38   (N) 092 00 02.52   (W)   HD_HELD1
 DL4203* NAVD 88 ORTHO HEIGHT -   229.908 (meters)      754.29  (feet) ADJUSTED
 DL4203  ______________________________________________________________________
 DL4203  GEOID HEIGHT    -        -30.441 (meters)                     GEOID18
 DL4203  DYNAMIC HEIGHT  -        229.883 (meters)      754.21  (feet) COMP
 DL4203  MODELED GRAVITY -    980,506.1   (mgal)                       NAVD 88
 DL4203
 DL4203  VERT ORDER      -  SECOND    CLASS I
 DL4203
 DL4203.The horizontal coordinates were determined by differentially corrected
 DL4203.hand held GPS observations or other comparable positioning techniques
 DL4203.and have an estimated accuracy of +/- 3 meters.
 DL4203
 DL4203.The orthometric height was determined by differential leveling and
 DL4203.adjusted by the WI DEPT OF TRANSP
 DL4203.in May 2012.
 DL4203
 DL4203.No vertical observational check was made to the station.
 DL4203
 DL4203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4203.GEOID18 height accuracy estimate available here.
 DL4203
 DL4203.Click photographs - Photos may exist for this station.
 DL4203
 DL4203.The dynamic height is computed by dividing the NAVD 88
 DL4203.geopotential number by the normal gravity value computed on the
 DL4203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4203.degrees latitude (g = 980.6199 gals.).
 DL4203
 DL4203.The modeled gravity was interpolated from observed gravity values.
 DL4203
 DL4203;                    North         East    Units  Estimated Accuracy
 DL4203;SPC WI C     -    86,665.1     441,169.2     MT  (+/- 3 meters HH1 GPS) 
 DL4203
 DL4203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7931238520(NAD 83)
 DL4203
 DL4203                          SUPERSEDED SURVEY CONTROL
 DL4203
 DL4203.No superseded survey control is available for this station.
 DL4203
 DL4203_MARKER: DD = SURVEY DISK
 DL4203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4203_STAMPING: 5Q04 2005
 DL4203_MARK LOGO: WIDT
 DL4203_PROJECTION: FLUSH
 DL4203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4203+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2007
 DL4203
 DL4203  HISTORY     - Date     Condition        Report By
 DL4203  HISTORY     - 2004     MONUMENTED       WIDT
 DL4203  HISTORY     - 20070731 GOOD             WIDT
 DL4203
 DL4203                          STATION DESCRIPTION
 DL4203
 DL4203'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4203'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTH-NORTHEAST OF ELLA,
 DL4203'3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF ARKANSAW AND 2.7 MI (4.3 KM)
 DL4203'SOUTHWEST OF DURAND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4203'
 DL4203'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DL4203'HIGHWAY AA ABOUT 2 MI (3.2 KM) SOUTHWEST OF THE CITY OF DURAND, GO
 DL4203'SOUTHWEST ON STATE HIGHWAY 25 FOR 0.45 MI (0.7 KM) TO THE STATION ON
 DL4203'THE LEFT.
 DL4203'
 DL4203'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4203'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4203'INCH) DIAMETER CONCRETE POST ABOUT 2 M (6.6 FT) HIGHER THAN THE
 DL4203'HIGHWAY PAVEMENT, 22.1 M (72.5 FT) SOUTHEAST OF THE CENTERLINE OF
 DL4203'STATE HIGHWAY 25, 20 M (65.6 FT) EAST OF THE SOUTHEAST END OF A
 DL4203'CORRUGATED METAL CULVERT PIPE, 14.7 M (48.2 FT) NORTHWEST OF THE
 DL4203'CENTERLINE OF HIGHLAND DRIVE, 6.9 M (22.6 FT) NORTHEAST OF A YELLOW
 DL4203'RIGHT-OF-WAY POST AND 1.0 M (3.3 FT) WEST, NORTHEAST AND SOUTHEAST OF
 DL4203'A WHITE PLASTIC WITNESS POST.
 DL4203'
 DL4203'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DL4203'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING
 DL4203'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4202 ***********************************************************************
 DL4202  DESIGNATION -  5Q05
 DL4202  PID         -  DL4202
 DL4202  STATE/COUNTY-  WI/PEPIN
 DL4202  COUNTRY     -  US
 DL4202  USGS QUAD   -  DURAND SOUTH (2018)
 DL4202
 DL4202                         *CURRENT SURVEY CONTROL
 DL4202  ______________________________________________________________________
 DL4202* NAD 83(1986) POSITION- 44 37 02.67   (N) 091 58 54.20   (W)   HD_HELD1
 DL4202* NAVD 88 ORTHO HEIGHT -   225.157 (meters)      738.70  (feet) ADJUSTED
 DL4202  ______________________________________________________________________
 DL4202  GEOID HEIGHT    -        -30.463 (meters)                     GEOID18
 DL4202  DYNAMIC HEIGHT  -        225.134 (meters)      738.63  (feet) COMP
 DL4202  MODELED GRAVITY -    980,509.1   (mgal)                       NAVD 88
 DL4202
 DL4202  VERT ORDER      -  SECOND    CLASS I
 DL4202
 DL4202.The horizontal coordinates were determined by differentially corrected
 DL4202.hand held GPS observations or other comparable positioning techniques
 DL4202.and have an estimated accuracy of +/- 3 meters.
 DL4202
 DL4202.The orthometric height was determined by differential leveling and
 DL4202.adjusted by the WI DEPT OF TRANSP
 DL4202.in May 2012.
 DL4202
 DL4202.No vertical observational check was made to the station.
 DL4202
 DL4202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4202.GEOID18 height accuracy estimate available here.
 DL4202
 DL4202.Click photographs - Photos may exist for this station.
 DL4202
 DL4202.The dynamic height is computed by dividing the NAVD 88
 DL4202.geopotential number by the normal gravity value computed on the
 DL4202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4202.degrees latitude (g = 980.6199 gals.).
 DL4202
 DL4202.The modeled gravity was interpolated from observed gravity values.
 DL4202
 DL4202;                    North         East    Units  Estimated Accuracy
 DL4202;SPC WI C     -    89,043.9     442,734.5     MT  (+/- 3 meters HH1 GPS) 
 DL4202
 DL4202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8078840955(NAD 83)
 DL4202
 DL4202                          SUPERSEDED SURVEY CONTROL
 DL4202
 DL4202.No superseded survey control is available for this station.
 DL4202
 DL4202_MARKER: DD = SURVEY DISK
 DL4202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4202_STAMPING: 5Q05 2005
 DL4202_MARK LOGO: WIDT
 DL4202_PROJECTION: FLUSH
 DL4202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4202+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2007
 DL4202
 DL4202  HISTORY     - Date     Condition        Report By
 DL4202  HISTORY     - 2004     MONUMENTED       WIDT
 DL4202  HISTORY     - 20070731 GOOD             WIDT
 DL4202
 DL4202                          STATION DESCRIPTION
 DL4202
 DL4202'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4202'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF ELLA,
 DL4202'2.7 MI (4.3 KM) EAST-SOUTHEAST OF ARKANSAW AND 1.0 MI (1.6 KM)
 DL4202'SOUTHWEST OF DURAND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4202'
 DL4202'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 (PROSPECT
 DL4202'STREET) WITH COUNTY HIGHWAY POWER POLE IN THE CITY OF DURAND, GO
 DL4202'SOUTHWEST STATE HIGHWAY 25 (PROSPECT STREET FOR 1.0 MI (1.6 KM) TO
 DL4202'PLEASANT RIDGE DRIVE AND THE STATION ON THE LEFT.
 DL4202'
 DL4202'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4202'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4202'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4202'18.8 M (61.7 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 25, 15.8
 DL4202'M (51.8 FT) NORTHEAST OF THE CENTERLINE OF PLEASANT RIDGE ROAD AND 1.0
 DL4202'M (3.3 FT) NORTH, WEST AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4202'
 DL4202'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO
 DL4202'THE EAST, SOUTHEAST AND SOUTH EXTENDING HIGHER THAN 40 DEGREES ABOVE
 DL4202'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4183 ***********************************************************************
 DL4183  DESIGNATION -  5Q06
 DL4183  PID         -  DL4183
 DL4183  STATE/COUNTY-  WI/PEPIN
 DL4183  COUNTRY     -  US
 DL4183  USGS QUAD   -  DURAND NORTH (2018)
 DL4183
 DL4183                         *CURRENT SURVEY CONTROL
 DL4183  ______________________________________________________________________
 DL4183* NAD 83(1986) POSITION- 44 38 11.42   (N) 091 56 54.64   (W)   HD_HELD1
 DL4183* NAVD 88 ORTHO HEIGHT -   233.979 (meters)      767.65  (feet) ADJUSTED
 DL4183  ______________________________________________________________________
 DL4183  GEOID HEIGHT    -        -30.497 (meters)                     GEOID18
 DL4183  DYNAMIC HEIGHT  -        233.955 (meters)      767.57  (feet) COMP
 DL4183  MODELED GRAVITY -    980,511.2   (mgal)                       NAVD 88
 DL4183
 DL4183  VERT ORDER      -  SECOND    CLASS I
 DL4183
 DL4183.The horizontal coordinates were determined by differentially corrected
 DL4183.hand held GPS observations or other comparable positioning techniques
 DL4183.and have an estimated accuracy of +/- 3 meters.
 DL4183
 DL4183.The orthometric height was determined by differential leveling and
 DL4183.adjusted by the WI DEPT OF TRANSP
 DL4183.in May 2012.
 DL4183
 DL4183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4183.GEOID18 height accuracy estimate available here.
 DL4183
 DL4183.Click photographs - Photos may exist for this station.
 DL4183
 DL4183.The dynamic height is computed by dividing the NAVD 88
 DL4183.geopotential number by the normal gravity value computed on the
 DL4183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4183.degrees latitude (g = 980.6199 gals.).
 DL4183
 DL4183.The modeled gravity was interpolated from observed gravity values.
 DL4183
 DL4183;                    North         East    Units  Estimated Accuracy
 DL4183;SPC WI C     -    91,101.6     445,420.4     MT  (+/- 3 meters HH1 GPS) 
 DL4183
 DL4183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8339543109(NAD 83)
 DL4183
 DL4183                          SUPERSEDED SURVEY CONTROL
 DL4183
 DL4183.No superseded survey control is available for this station.
 DL4183
 DL4183_MARKER: DD = SURVEY DISK
 DL4183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4183_STAMPING: 5Q06 2005
 DL4183_MARK LOGO: WIDT
 DL4183_PROJECTION: FLUSH
 DL4183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4183+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DL4183
 DL4183  HISTORY     - Date     Condition        Report By
 DL4183  HISTORY     - 2004     MONUMENTED       WIDT
 DL4183  HISTORY     - 20070803 GOOD             WIDT
 DL4183
 DL4183                          STATION DESCRIPTION
 DL4183
 DL4183'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4183'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) WEST-NORTHWEST OF
 DL4183'TARRANT, 4.1 MI (6.6 KM) EAST OF ARKANSAW AND 1.1 MI (1.8 KM)
 DL4183'NORTHEAST OF DURAND.
 DL4183'
 DL4183'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DL4183'HIGHWAY 85 (PROSPECT STREET) IN THE CITY OF DURAND, GO NORTHEAST ON
 DL4183'STATE HIGHWAY 85 (EAST PROSPECT STREET) FOR 0.25 MI (0.4 KM) TO THE
 DL4183'STATION ON THE RIGHT.
 DL4183'
 DL4183'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4183'GEODETIC SURVEY CONTROL STATION SET IN THE TOP OF A 40-CM (16 INCH)
 DL4183'DIAMETER CONCRETE POST FLUSH WITH THE GROUND ABOUT LEVEL WITH THE
 DL4183'STREET PAVEMENT, 11.6 M (38.1 FT) SOUTHEAST OF STATE HIGHWAY 85 (EAST
 DL4183'PROSPECT STREET), 11.2 M (36.7 FT) SOUTHWEST OF A FIRE HYDRANT, 6.0 M
 DL4183'(19.7 FT) NORTHWEST OF A CYCLONE FENCE EXTENDING 8 FT (2.4 M) ABOVE
 DL4183'THE GROUND, 3.0 M (9.8 FT) EAST-NORTHEAST OF A 55-CM (22 INCH)
 DL4183'DIAMETER MANHOLE COVER AND 1.0 M (3.3 FT) WEST, SOUTHEAST AND
 DL4183'NORTHEAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4185 ***********************************************************************
 DL4185  DESIGNATION -  5Q07
 DL4185  PID         -  DL4185
 DL4185  STATE/COUNTY-  WI/PEPIN
 DL4185  COUNTRY     -  US
 DL4185  USGS QUAD   -  DURAND NORTH (2018)
 DL4185
 DL4185                         *CURRENT SURVEY CONTROL
 DL4185  ______________________________________________________________________
 DL4185* NAD 83(1986) POSITION- 44 39 28.03   (N) 091 53 33.53   (W)   HD_HELD1
 DL4185* NAVD 88 ORTHO HEIGHT -   250.536 (meters)      821.97  (feet) ADJUSTED
 DL4185  ______________________________________________________________________
 DL4185  GEOID HEIGHT    -        -30.545 (meters)                     GEOID18
 DL4185  DYNAMIC HEIGHT  -        250.511 (meters)      821.88  (feet) COMP
 DL4185  MODELED GRAVITY -    980,511.6   (mgal)                       NAVD 88
 DL4185
 DL4185  VERT ORDER      -  SECOND    CLASS I
 DL4185
 DL4185.The horizontal coordinates were determined by differentially corrected
 DL4185.hand held GPS observations or other comparable positioning techniques
 DL4185.and have an estimated accuracy of +/- 3 meters.
 DL4185
 DL4185.The orthometric height was determined by differential leveling and
 DL4185.adjusted by the WI DEPT OF TRANSP
 DL4185.in May 2012.
 DL4185
 DL4185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4185.GEOID18 height accuracy estimate available here.
 DL4185
 DL4185.Click photographs - Photos may exist for this station.
 DL4185
 DL4185.The dynamic height is computed by dividing the NAVD 88
 DL4185.geopotential number by the normal gravity value computed on the
 DL4185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4185.degrees latitude (g = 980.6199 gals.).
 DL4185
 DL4185.The modeled gravity was interpolated from observed gravity values.
 DL4185
 DL4185;                    North         East    Units  Estimated Accuracy
 DL4185;SPC WI C     -    93,360.8     449,906.5     MT  (+/- 3 meters HH1 GPS) 
 DL4185
 DL4185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8779445532(NAD 83)
 DL4185
 DL4185                          SUPERSEDED SURVEY CONTROL
 DL4185
 DL4185.No superseded survey control is available for this station.
 DL4185
 DL4185_MARKER: DD = SURVEY DISK
 DL4185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4185_STAMPING: 5Q07 2005
 DL4185_MARK LOGO: WIDT
 DL4185_PROJECTION: FLUSH
 DL4185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4185+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DL4185
 DL4185  HISTORY     - Date     Condition        Report By
 DL4185  HISTORY     - 2004     MONUMENTED       WIDT
 DL4185  HISTORY     - 20070801 GOOD             WIDT
 DL4185
 DL4185                          STATION DESCRIPTION
 DL4185
 DL4185'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4185'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF
 DL4185'ARKANSAW, 4.9 MI (7.9 KM) NORTH-NORTHWEST OF TARRANT AND 4.2 MI (6.8
 DL4185'KM) EAST-NORTHEAST OF DURAND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4185'
 DL4185'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 WITH COUNTY
 DL4185'HIGHWAY R (FORMERLY COUNTY HIGHWAY A) ABOUT 3 MI (4.8 KM) NORTHEAST OF
 DL4185'THE CITY OF DURAND, GO NORTH ON STATE HIGHWAY 85 FOR 0.2 MI (0.3 KM)
 DL4185'TO THE STATION ON THE RIGHT.
 DL4185'
 DL4185'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4185'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4185'INCH) DIAMETER CONCRETE POST ABOUT 0.6 M (2.0 FT) LOWER THAN THE
 DL4185'HIGHWAY PAVEMENT, 13.9 M (45.6 FT) EAST OF THE CENTERLINE OF STATE
 DL4185'HIGHWAY 85, 20.6 M (67.6 FT) SOUTH-SOUTHWEST OF A WOOD POST, 19 M
 DL4185'(62.3 FT) SOUTH OF THE EXTENDED CENTER OF PRIVATE ENTRANCE NUMBER
 DL4185'W4808, 3 M (9.8 FT) WEST OF AN AGRICULTURAL FIELD AND 1.0 M (3.3 FT)
 DL4185'EAST, NORTHWEST AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4185'
 DL4185'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4185'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4186 ***********************************************************************
 DL4186  DESIGNATION -  5Q08
 DL4186  PID         -  DL4186
 DL4186  STATE/COUNTY-  WI/PEPIN
 DL4186  COUNTRY     -  US
 DL4186  USGS QUAD   -  DURAND NORTH (2018)
 DL4186
 DL4186                         *CURRENT SURVEY CONTROL
 DL4186  ______________________________________________________________________
 DL4186* NAD 83(1986) POSITION- 44 40 12.92   (N) 091 52 29.00   (W)   HD_HELD1
 DL4186* NAVD 88 ORTHO HEIGHT -   249.801 (meters)      819.56  (feet) ADJUSTED
 DL4186  ______________________________________________________________________
 DL4186  GEOID HEIGHT    -        -30.564 (meters)                     GEOID18
 DL4186  DYNAMIC HEIGHT  -        249.777 (meters)      819.48  (feet) COMP
 DL4186  MODELED GRAVITY -    980,511.9   (mgal)                       NAVD 88
 DL4186
 DL4186  VERT ORDER      -  SECOND    CLASS I
 DL4186
 DL4186.The horizontal coordinates were determined by differentially corrected
 DL4186.hand held GPS observations or other comparable positioning techniques
 DL4186.and have an estimated accuracy of +/- 3 meters.
 DL4186
 DL4186.The orthometric height was determined by differential leveling and
 DL4186.adjusted by the WI DEPT OF TRANSP
 DL4186.in May 2012.
 DL4186
 DL4186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4186.GEOID18 height accuracy estimate available here.
 DL4186
 DL4186.Click photographs - Photos may exist for this station.
 DL4186
 DL4186.The dynamic height is computed by dividing the NAVD 88
 DL4186.geopotential number by the normal gravity value computed on the
 DL4186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4186.degrees latitude (g = 980.6199 gals.).
 DL4186
 DL4186.The modeled gravity was interpolated from observed gravity values.
 DL4186
 DL4186;                    North         East    Units  Estimated Accuracy
 DL4186;SPC WI C     -    94,713.1     451,359.8     MT  (+/- 3 meters HH1 GPS) 
 DL4186
 DL4186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8919646936(NAD 83)
 DL4186
 DL4186                          SUPERSEDED SURVEY CONTROL
 DL4186
 DL4186.No superseded survey control is available for this station.
 DL4186
 DL4186_MARKER: DD = SURVEY DISK
 DL4186_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4186_SP_SET: BOX CULVERT WING WALL
 DL4186_STAMPING: 5Q08 2005
 DL4186_MARK LOGO: WIDT
 DL4186_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4186+STABILITY: SURFACE MOTION
 DL4186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4186+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 DL4186
 DL4186  HISTORY     - Date     Condition        Report By
 DL4186  HISTORY     - 2005     MONUMENTED       WIDT
 DL4186  HISTORY     - 20070802 GOOD             WIDT
 DL4186
 DL4186                          STATION DESCRIPTION
 DL4186
 DL4186'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4186'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF MERIDEAN,
 DL4186'5.4 MI (8.7 KM) NORTHEAST OF DURAND AND 5.3 MI (8.5 KM)
 DL4186'NORTH-NORTHWEST OF TARRANT.
 DL4186'
 DL4186'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 WITH COUNTY
 DL4186'HIGHWAY T ABOUT 5 MI (8.0 KM) NORTHEAST OF THE CITY OF DURAND, GO WEST
 DL4186'ON STATE HIGHWAY 85 FOR 0.1 MI (0.2 KM) TO A BOX CULVERT OVER A SMALL
 DL4186'STREAM AND THE STATION ON THE LEFT.
 DL4186'
 DL4186'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4186'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DL4186'WALL OF THE SOUTH END OF THE BOX CULVERT, 5.3 M (17.4 FT) SOUTH OF THE
 DL4186'CENTERLINE OF STATE HIGHWAY 85 AND 0.3 M (1.0 FT) WEST OF A WHITE
 DL4186'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4191 ***********************************************************************
 DL4191  DESIGNATION -  5Q10
 DL4191  PID         -  DL4191
 DL4191  STATE/COUNTY-  WI/DUNN
 DL4191  COUNTRY     -  US
 DL4191  USGS QUAD   -  MERIDEAN (2018)
 DL4191
 DL4191                         *CURRENT SURVEY CONTROL
 DL4191  ______________________________________________________________________
 DL4191* NAD 83(1986) POSITION- 44 42 19.88   (N) 091 45 10.21   (W)   HD_HELD1
 DL4191* NAVD 88 ORTHO HEIGHT -   257.416 (meters)      844.54  (feet) ADJUSTED
 DL4191  ______________________________________________________________________
 DL4191  GEOID HEIGHT    -        -30.662 (meters)                     GEOID18
 DL4191  DYNAMIC HEIGHT  -        257.390 (meters)      844.45  (feet) COMP
 DL4191  MODELED GRAVITY -    980,509.1   (mgal)                       NAVD 88
 DL4191
 DL4191  VERT ORDER      -  SECOND    CLASS I
 DL4191
 DL4191.The horizontal coordinates were determined by differentially corrected
 DL4191.hand held GPS observations or other comparable positioning techniques
 DL4191.and have an estimated accuracy of +/- 3 meters.
 DL4191
 DL4191.The orthometric height was determined by differential leveling and
 DL4191.adjusted by the WI DEPT OF TRANSP
 DL4191.in May 2012.
 DL4191
 DL4191.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4191.GEOID18 height accuracy estimate available here.
 DL4191
 DL4191.Click photographs - Photos may exist for this station.
 DL4191
 DL4191.The dynamic height is computed by dividing the NAVD 88
 DL4191.geopotential number by the normal gravity value computed on the
 DL4191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4191.degrees latitude (g = 980.6199 gals.).
 DL4191
 DL4191.The modeled gravity was interpolated from observed gravity values.
 DL4191
 DL4191;                    North         East    Units  Estimated Accuracy
 DL4191;SPC WI C     -    98,415.1     461,106.7     MT  (+/- 3 meters HH1 GPS) 
 DL4191
 DL4191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9879750994(NAD 83)
 DL4191
 DL4191                          SUPERSEDED SURVEY CONTROL
 DL4191
 DL4191.No superseded survey control is available for this station.
 DL4191
 DL4191_MARKER: DD = SURVEY DISK
 DL4191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4191_STAMPING: 5Q10 2005
 DL4191_MARK LOGO: WIDT
 DL4191_PROJECTION: FLUSH
 DL4191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4191+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DL4191
 DL4191  HISTORY     - Date     Condition        Report By
 DL4191  HISTORY     - 2004     MONUMENTED       WIDT
 DL4191  HISTORY     - 20070803 GOOD             WIDT
 DL4191
 DL4191                          STATION DESCRIPTION
 DL4191
 DL4191'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4191'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF FALLS CITY, 3.2
 DL4191'MI (5.1 KM) WEST-SOUTHWEST OF ROCK FALLS AND 2.9 MI (4.7 KM) SOUTHEAST
 DL4191'OF MERIDEAN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4191'
 DL4191'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 WITH COUNTY
 DL4191'HIGHWAY O JUST WEST OF THE COMMUNITY OF ROCK FALLS ABOUT 10 MI (16.1
 DL4191'KM) SOUTHWEST OF THE CITY OF EAU CLAIRE, GO SOUTHWESTERLY ON STATE
 DL4191'HIGHWAY 85 FOR 2.85 MI (4.6 KM) TO 810TH STREET.  CONTINUE WEST ON
 DL4191'STATE HIGHWAY 85 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DL4191'
 DL4191'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4191'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4191'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4191'19.1 M (62.7 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 85, 4.0 M
 DL4191'(13.1 FT) EAST-SOUTHEAST OF A WOODEN POST, 2 M (6.6 FT) SOUTH OF AN
 DL4191'AGRICULTURAL FIELD AND 1.0 M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST
 DL4191'OF A WHITE PLASTIC WITNESS POST.
 DL4191'
 DL4191'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4191'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4201 ***********************************************************************
 DL4201  DESIGNATION -  5Q11
 DL4201  PID         -  DL4201
 DL4201  STATE/COUNTY-  WI/PEPIN
 DL4201  COUNTRY     -  US
 DL4201  USGS QUAD   -  DURAND NORTH (2018)
 DL4201
 DL4201                         *CURRENT SURVEY CONTROL
 DL4201  ______________________________________________________________________
 DL4201* NAD 83(1986) POSITION- 44 39 27.05   (N) 091 58 27.16   (W)   HD_HELD1
 DL4201* NAVD 88 ORTHO HEIGHT -   244.723 (meters)      802.90  (feet) ADJUSTED
 DL4201  ______________________________________________________________________
 DL4201  GEOID HEIGHT    -        -30.490 (meters)                     GEOID18
 DL4201  DYNAMIC HEIGHT  -        244.699 (meters)      802.82  (feet) COMP
 DL4201  MODELED GRAVITY -    980,512.4   (mgal)                       NAVD 88
 DL4201
 DL4201  VERT ORDER      -  SECOND    CLASS I
 DL4201
 DL4201.The horizontal coordinates were determined by differentially corrected
 DL4201.hand held GPS observations or other comparable positioning techniques
 DL4201.and have an estimated accuracy of +/- 3 meters.
 DL4201
 DL4201.The orthometric height was determined by differential leveling and
 DL4201.adjusted by the WI DEPT OF TRANSP
 DL4201.in May 2012.
 DL4201
 DL4201.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4201.GEOID18 height accuracy estimate available here.
 DL4201
 DL4201.Click photographs - Photos may exist for this station.
 DL4201
 DL4201.The dynamic height is computed by dividing the NAVD 88
 DL4201.geopotential number by the normal gravity value computed on the
 DL4201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4201.degrees latitude (g = 980.6199 gals.).
 DL4201
 DL4201.The modeled gravity was interpolated from observed gravity values.
 DL4201
 DL4201;                    North         East    Units  Estimated Accuracy
 DL4201;SPC WI C     -    93,484.6     443,438.7     MT  (+/- 3 meters HH1 GPS) 
 DL4201
 DL4201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8132845417(NAD 83)
 DL4201
 DL4201                          SUPERSEDED SURVEY CONTROL
 DL4201
 DL4201.No superseded survey control is available for this station.
 DL4201
 DL4201_MARKER: DD = SURVEY DISK
 DL4201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4201_STAMPING: 5Q11 2005
 DL4201_MARK LOGO: WIDT
 DL4201_PROJECTION: FLUSH
 DL4201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4201+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2007
 DL4201
 DL4201  HISTORY     - Date     Condition        Report By
 DL4201  HISTORY     - 2004     MONUMENTED       WIDT
 DL4201  HISTORY     - 20070806 GOOD             WIDT
 DL4201
 DL4201                          STATION DESCRIPTION
 DL4201
 DL4201'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4201'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF
 DL4201'TARRANT, 3.2 MI (5.1 KM) EAST-NORTHEAST OF ARKANSAW AND 2.2 MI (3.5
 DL4201'KM) NORTH OF DURAND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4201'
 DL4201'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DL4201'HIGHWAY 25 NORTH ABOUT 2 MI (3.2 KM) WEST OF THE CITY OF DURAND, GO
 DL4201'NORTHEAST ON STATE HIGHWAY 25 FOR 1.7 MI (2.7 KM) TO PRAIRIE LANE.
 DL4201'CONTINUE NORTHEAST ON STATE HIGHWAY 25 FOR 0.2 MI (0.3 KM) TO THE
 DL4201'STATION ON THE LEFT.
 DL4201'
 DL4201'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4201'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4201'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4201'15.1 M (49.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 25,
 DL4201'55.8 M (183.1 FT) SOUTHWEST OF A POWER POLE, 1.9 M (6.2 FT) SOUTH OF A
 DL4201'YELLOW WOOD RIGHT-OF-WAY POST, 1 M (3.3 FT) SOUTHEAST OF AN
 DL4201'AGRICULTURAL FIELD AND 1.0 M (3.3 FT) SOUTH, NORTHEAST AND NORTHWEST
 DL4201'OF A WHITE PLASTIC WITNESS POST.
 DL4201'
 DL4201'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4201'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4200 ***********************************************************************
 DL4200  DESIGNATION -  5Q12
 DL4200  PID         -  DL4200
 DL4200  STATE/COUNTY-  WI/PEPIN
 DL4200  COUNTRY     -  US
 DL4200  USGS QUAD   -  DURAND NORTH (2018)
 DL4200
 DL4200                         *CURRENT SURVEY CONTROL
 DL4200  ______________________________________________________________________
 DL4200* NAD 83(1986) POSITION- 44 41 01.41   (N) 091 56 54.99   (W)   HD_HELD1
 DL4200* NAVD 88 ORTHO HEIGHT -   253.774 (meters)      832.59  (feet) ADJUSTED
 DL4200  ______________________________________________________________________
 DL4200  GEOID HEIGHT    -        -30.520 (meters)                     GEOID18
 DL4200  DYNAMIC HEIGHT  -        253.749 (meters)      832.51  (feet) COMP
 DL4200  MODELED GRAVITY -    980,512.7   (mgal)                       NAVD 88
 DL4200
 DL4200  VERT ORDER      -  SECOND    CLASS I
 DL4200
 DL4200.The horizontal coordinates were determined by differentially corrected
 DL4200.hand held GPS observations or other comparable positioning techniques
 DL4200.and have an estimated accuracy of +/- 3 meters.
 DL4200
 DL4200.The orthometric height was determined by differential leveling and
 DL4200.adjusted by the WI DEPT OF TRANSP
 DL4200.in May 2012.
 DL4200
 DL4200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4200.GEOID18 height accuracy estimate available here.
 DL4200
 DL4200.Click photographs - Photos may exist for this station.
 DL4200
 DL4200.The dynamic height is computed by dividing the NAVD 88
 DL4200.geopotential number by the normal gravity value computed on the
 DL4200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4200.degrees latitude (g = 980.6199 gals.).
 DL4200
 DL4200.The modeled gravity was interpolated from observed gravity values.
 DL4200
 DL4200;                    North         East    Units  Estimated Accuracy
 DL4200;SPC WI C     -    96,347.3     445,538.6     MT  (+/- 3 meters HH1 GPS) 
 DL4200
 DL4200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8332048354(NAD 83)
 DL4200
 DL4200                          SUPERSEDED SURVEY CONTROL
 DL4200
 DL4200.No superseded survey control is available for this station.
 DL4200
 DL4200_MARKER: DD = SURVEY DISK
 DL4200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4200_STAMPING: 5Q12 2005
 DL4200_MARK LOGO: WIDT
 DL4200_PROJECTION: FLUSH
 DL4200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4200+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 DL4200
 DL4200  HISTORY     - Date     Condition        Report By
 DL4200  HISTORY     - 2004     MONUMENTED       WIDT
 DL4200  HISTORY     - 20070802 GOOD             WIDT
 DL4200
 DL4200                          STATION DESCRIPTION
 DL4200
 DL4200'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4200'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHWEST OF TARRANT,
 DL4200'5.3 MI (8.5 KM) NORTHEAST OF ARKANSAW AND 4.0 MI (6.4 KM)
 DL4200'NORTH-NORTHEAST OF DURAND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4200'
 DL4200'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DL4200'HIGHWAY D ABOUT 2 MI (3.2 KM) NORTHWEST OF THE CITY OF DURAND, GO
 DL4200'NORTHEAST ON STATE HIGHWAY 25 FOR 3.1 MI (5.0 KM) TO WAUBEEK MOUND
 DL4200'ROAD ON THE LEFT.  CONTINUE NORTHEAST ON STATE HIGHWAY 25 FOR 0.4 MI
 DL4200'(0.6 KM) TO THE STATION ON THE RIGHT.
 DL4200'
 DL4200'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4200'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4200'INCH) DIAMETER CONCRETE POST ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DL4200'HIGHWAY PAVEMENT, 9.5 M (31.2 FT) EAST OF THE CENTERLINE OF STATE
 DL4200'HIGHWAY 25, 22 M (72.2 FT) SOUTH OF THE EXTENDED CENTER OF PRIVATE
 DL4200'ENTRANCE NUMBER N101, 15.5 M (50.9 FT) SOUTH OF A WOOD POST FOR A DUNN
 DL4200'CO SIGN, 5 M (16.4 FT) SOUTH OF AN ASPHALT VEHICLE TURNAROUND, 2.9 M
 DL4200'(9.5 FT) NORTHEAST OF A CONCRETE STATION SCHLOSSER AND 1.0 M (3.3 FT)
 DL4200'EAST, NORTHWEST AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4200'
 DL4200'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4200'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4198 ***********************************************************************
 DL4198  DESIGNATION -  5Q13
 DL4198  PID         -  DL4198
 DL4198  STATE/COUNTY-  WI/DUNN
 DL4198  COUNTRY     -  US
 DL4198  USGS QUAD   -  DURAND NORTH (2018)
 DL4198
 DL4198                         *CURRENT SURVEY CONTROL
 DL4198  ______________________________________________________________________
 DL4198* NAD 83(1986) POSITION- 44 42 51.11   (N) 091 56 15.42   (W)   HD_HELD1
 DL4198* NAVD 88 ORTHO HEIGHT -   255.057 (meters)      836.80  (feet) ADJUSTED
 DL4198  ______________________________________________________________________
 DL4198  GEOID HEIGHT    -        -30.548 (meters)                     GEOID18
 DL4198  DYNAMIC HEIGHT  -        255.032 (meters)      836.72  (feet) COMP
 DL4198  MODELED GRAVITY -    980,511.2   (mgal)                       NAVD 88
 DL4198
 DL4198  VERT ORDER      -  SECOND    CLASS I
 DL4198
 DL4198.The horizontal coordinates were determined by differentially corrected
 DL4198.hand held GPS observations or other comparable positioning techniques
 DL4198.and have an estimated accuracy of +/- 3 meters.
 DL4198
 DL4198.The orthometric height was determined by differential leveling and
 DL4198.adjusted by the WI DEPT OF TRANSP
 DL4198.in May 2012.
 DL4198
 DL4198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4198.GEOID18 height accuracy estimate available here.
 DL4198
 DL4198.Click photographs - Photos may exist for this station.
 DL4198
 DL4198.The dynamic height is computed by dividing the NAVD 88
 DL4198.geopotential number by the normal gravity value computed on the
 DL4198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4198.degrees latitude (g = 980.6199 gals.).
 DL4198
 DL4198.The modeled gravity was interpolated from observed gravity values.
 DL4198
 DL4198;                    North         East    Units  Estimated Accuracy
 DL4198;SPC WI C     -    99,711.5     446,490.5     MT  (+/- 3 meters HH1 GPS) 
 DL4198
 DL4198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8414751751(NAD 83)
 DL4198
 DL4198                          SUPERSEDED SURVEY CONTROL
 DL4198
 DL4198.No superseded survey control is available for this station.
 DL4198
 DL4198_MARKER: DD = SURVEY DISK
 DL4198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4198_STAMPING: 5Q13 2005
 DL4198_MARK LOGO: WIDT
 DL4198_PROJECTION: FLUSH
 DL4198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4198+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DL4198
 DL4198  HISTORY     - Date     Condition        Report By
 DL4198  HISTORY     - 2004     MONUMENTED       WIDT
 DL4198  HISTORY     - 20070801 GOOD             WIDT
 DL4198
 DL4198                          STATION DESCRIPTION
 DL4198
 DL4198'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4198'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-SOUTHWEST OF
 DL4198'MERIDEAN, 7.2 MI (11.6 KM) NORTHEAST OF ARKANSAW AND 6.2 MI (10.0 KM)
 DL4198'NORTH-NORTHEAST OF DURAND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4198'
 DL4198'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DL4198'HIGHWAY Y TO THE EAST AND 130TH AVENUE (FLICK ROAD) TO THE WEST ABOUT
 DL4198'10 MI (16.1 KM) SOUTH OF THE CITY OF MENOMONIE, GO SOUTHWEST ON STATE
 DL4198'HIGHWAY 25 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DL4198'
 DL4198'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4198'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4198'INCH) DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) LOWER THAN THE HIGHWAY
 DL4198'PAVEMENT, 11.7 M (38.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE
 DL4198'HIGHWAY 25, 76 M (249.3 FT) EAST-NORTHEAST OF THE EXTENDED CENTERLINE
 DL4198'OF 440TH STREET (CADDIE WOODLAWN ROAD), 12.4 M (40.7 FT) SOUTHWEST OF
 DL4198'A WOOD POST FOR A CURVE 45 MPH SIGN AND 1.0 M (3.3 FT) WEST, NORTHEAST
 DL4198'AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4198'
 DL4198'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER THAN 15 DEGREES
 DL4198'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4197 ***********************************************************************
 DL4197  DESIGNATION -  5Q14
 DL4197  PID         -  DL4197
 DL4197  STATE/COUNTY-  WI/DUNN
 DL4197  COUNTRY     -  US
 DL4197  USGS QUAD   -  DURAND NORTH (2018)
 DL4197
 DL4197                         *CURRENT SURVEY CONTROL
 DL4197  ______________________________________________________________________
 DL4197* NAD 83(1986) POSITION- 44 44 21.85   (N) 091 55 58.12   (W)   HD_HELD1
 DL4197* NAVD 88 ORTHO HEIGHT -   236.280 (meters)      775.20  (feet) ADJUSTED
 DL4197  ______________________________________________________________________
 DL4197  GEOID HEIGHT    -        -30.574 (meters)                     GEOID18
 DL4197  DYNAMIC HEIGHT  -        236.255 (meters)      775.11  (feet) COMP
 DL4197  MODELED GRAVITY -    980,508.8   (mgal)                       NAVD 88
 DL4197
 DL4197  VERT ORDER      -  SECOND    CLASS I
 DL4197
 DL4197.The horizontal coordinates were determined by differentially corrected
 DL4197.hand held GPS observations or other comparable positioning techniques
 DL4197.and have an estimated accuracy of +/- 3 meters.
 DL4197
 DL4197.The orthometric height was determined by differential leveling and
 DL4197.adjusted by the WI DEPT OF TRANSP
 DL4197.in May 2012.
 DL4197
 DL4197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4197.GEOID18 height accuracy estimate available here.
 DL4197
 DL4197.Click photographs - Photos may exist for this station.
 DL4197
 DL4197.The dynamic height is computed by dividing the NAVD 88
 DL4197.geopotential number by the normal gravity value computed on the
 DL4197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4197.degrees latitude (g = 980.6199 gals.).
 DL4197
 DL4197.The modeled gravity was interpolated from observed gravity values.
 DL4197
 DL4197;                    North         East    Units  Estimated Accuracy
 DL4197;SPC WI C     -   102,502.5     446,937.8     MT  (+/- 3 meters HH1 GPS) 
 DL4197
 DL4197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8449154555(NAD 83)
 DL4197
 DL4197                          SUPERSEDED SURVEY CONTROL
 DL4197
 DL4197.No superseded survey control is available for this station.
 DL4197
 DL4197_MARKER: DD = SURVEY DISK
 DL4197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4197_STAMPING: 5Q14 2005
 DL4197_MARK LOGO: WIDT
 DL4197_PROJECTION: FLUSH
 DL4197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4197+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DL4197
 DL4197  HISTORY     - Date     Condition        Report By
 DL4197  HISTORY     - 2004     MONUMENTED       WIDT
 DL4197  HISTORY     - 20070801 GOOD             WIDT
 DL4197
 DL4197                          STATION DESCRIPTION
 DL4197
 DL4197'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4197'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF WESTON, 8.0
 DL4197'MI (12.9 KM) NORTH-NORTHEAST OF DURAND AND 7.0 MI (11.3 KM) WEST OF
 DL4197'MERIDEAN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4197'
 DL4197'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH STATE
 DL4197'HIGHWAY 72 WEST JUST SOUTH OF THE COMMUNITY OF DOWNSVILLE ABOUT 7 MI
 DL4197'(11.3 KM) SOUTH OF THE CITY OF MENOMONIE, GO SOUTH ON STATE HIGHWAY 25
 DL4197'FOR 1.5 MI (2.4 KM) TO 195TH AVENUE (HERMAN ROAD) ON THE RIGHT.
 DL4197'CONTINUE SOUTH ON STATE HIGHWAY 25 FOR 0.8 MI (1.3 KM) TO THE STATION
 DL4197'ON THE LEFT.
 DL4197'
 DL4197'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4197'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4197'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4197'15.4 M (50.5 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 25, 5.0 M
 DL4197'(16.4 FT) EAST-NORTHEAST OF AN ORANGE PLASTIC WITNESS POST FOR A
 DL4197'BURIED FIBER OPTIC CABLE, 1.0 M (3.3 FT) EAST, NORTHWEST AND SOUTHWEST
 DL4197'OF A WHITE PLASTIC WITNESS POST AND 0.7 M (2.3 FT) WEST OF A BARBED
 DL4197'WIRE FENCE.
 DL4197'
 DL4197'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING UP TO 25 DEGREES
 DL4197'ABOVE THE HORIZON TO THE SOUTH AND WEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4831 ***********************************************************************
 DJ4831  DESIGNATION -  5Q15
 DJ4831  PID         -  DJ4831
 DJ4831  STATE/COUNTY-  WI/BUFFALO
 DJ4831  COUNTRY     -  US
 DJ4831  USGS QUAD   -  MONDOVI (2018)
 DJ4831
 DJ4831                         *CURRENT SURVEY CONTROL
 DJ4831  ______________________________________________________________________
 DJ4831* NAD 83(1986) POSITION- 44 30 10.4    (N) 091 41 07.0    (W)   HD_HELD2
 DJ4831* NAVD 88 ORTHO HEIGHT -   256.178 (meters)      840.48  (feet) ADJUSTED
 DJ4831  ______________________________________________________________________
 DJ4831  GEOID HEIGHT    -        -30.687 (meters)                     GEOID18
 DJ4831  DYNAMIC HEIGHT  -        256.148 (meters)      840.38  (feet) COMP
 DJ4831  MODELED GRAVITY -    980,495.4   (mgal)                       NAVD 88
 DJ4831
 DJ4831  VERT ORDER      -  SECOND    CLASS I
 DJ4831
 DJ4831.The horizontal coordinates were established by autonomous hand held GPS
 DJ4831.observations and have an estimated accuracy of +/- 10 meters.
 DJ4831
 DJ4831.The orthometric height was determined by differential leveling and
 DJ4831.adjusted by the WI DEPT OF TRANSP
 DJ4831.in May 2012.
 DJ4831
 DJ4831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4831.GEOID18 height accuracy estimate available here.
 DJ4831
 DJ4831.Click photographs - Photos may exist for this station.
 DJ4831
 DJ4831.The dynamic height is computed by dividing the NAVD 88
 DJ4831.geopotential number by the normal gravity value computed on the
 DJ4831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4831.degrees latitude (g = 980.6199 gals.).
 DJ4831
 DJ4831.The modeled gravity was interpolated from observed gravity values.
 DJ4831
 DJ4831;                    North         East    Units  Estimated Accuracy
 DJ4831;SPC WI C     -    75,790.      465,992.      MT  (+/- 10 meters HH2 GPS)
 DJ4831
 DJ4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0451228570(NAD 83)
 DJ4831
 DJ4831                          SUPERSEDED SURVEY CONTROL
 DJ4831
 DJ4831  NAVD 88 (07/08/08)  256.165  (m)          840.43   (f) SUPERSEDED  2 1
 DJ4831
 DJ4831.Superseded values are not recommended for survey control.
 DJ4831
 DJ4831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4831.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4831
 DJ4831_MARKER: DD = SURVEY DISK
 DJ4831_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4831_SP_SET: CULVERT WINGWALL
 DJ4831_STAMPING: 5Q15 2005
 DJ4831_MARK LOGO: WIDT
 DJ4831_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4831+STABILITY: SURFACE MOTION
 DJ4831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4831+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 DJ4831
 DJ4831  HISTORY     - Date     Condition        Report By
 DJ4831  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4831  HISTORY     - 20060921 GOOD             WIDT
 DJ4831
 DJ4831                          STATION DESCRIPTION
 DJ4831
 DJ4831'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4831'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH STATE
 DJ4831'HIGHWAY 88 ABOUT 3 MI (4.8 KM) SOUTH-SOUTHWEST OF THE CITY OF MONDOVI,
 DJ4831'GO EAST THEN SOUTH ON STATE HIGHWAY 88 FOR 2.0 MI (3.2 KM) TO A BRIDGE
 DJ4831'CULVERT OVER HADLEY CREEK AND THE STATION ON THE RIGHT.
 DJ4831'
 DJ4831'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4831'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHWEST
 DJ4831'WING WALL OF THE BRIDGE CULVERT --B-06-125--, ABOUT LEVEL WITH THE
 DJ4831'HIGHWAY PAVEMENT.
 DJ4831'
 DJ4831'THE STATION IS 9.3 M (30.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4831'88 AND 0.5 M (1.6 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4641 ***********************************************************************
 DJ4641  DESIGNATION -  5Q16
 DJ4641  PID         -  DJ4641
 DJ4641  STATE/COUNTY-  WI/BUFFALO
 DJ4641  COUNTRY     -  US
 DJ4641  USGS QUAD   -  MONDOVI (2018)
 DJ4641
 DJ4641                         *CURRENT SURVEY CONTROL
 DJ4641  ______________________________________________________________________
 DJ4641* NAD 83(1986) POSITION- 44 31 35.33   (N) 091 41 47.75   (W)   HD_HELD1
 DJ4641* NAVD 88 ORTHO HEIGHT -   233.997 (meters)      767.71  (feet) ADJUSTED
 DJ4641  ______________________________________________________________________
 DJ4641  GEOID HEIGHT    -        -30.671 (meters)                     GEOID18
 DJ4641  DYNAMIC HEIGHT  -        233.970 (meters)      767.62  (feet) COMP
 DJ4641  MODELED GRAVITY -    980,499.0   (mgal)                       NAVD 88
 DJ4641
 DJ4641  VERT ORDER      -  SECOND    CLASS I
 DJ4641
 DJ4641.The horizontal coordinates were determined by differentially corrected
 DJ4641.hand held GPS observations or other comparable positioning techniques
 DJ4641.and have an estimated accuracy of +/- 3 meters.
 DJ4641
 DJ4641.The orthometric height was determined by differential leveling and
 DJ4641.adjusted by the WI DEPT OF TRANSP
 DJ4641.in May 2012.
 DJ4641
 DJ4641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4641.GEOID18 height accuracy estimate available here.
 DJ4641
 DJ4641.Click photographs - Photos may exist for this station.
 DJ4641
 DJ4641.The dynamic height is computed by dividing the NAVD 88
 DJ4641.geopotential number by the normal gravity value computed on the
 DJ4641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4641.degrees latitude (g = 980.6199 gals.).
 DJ4641
 DJ4641.The modeled gravity was interpolated from observed gravity values.
 DJ4641
 DJ4641;                    North         East    Units  Estimated Accuracy
 DJ4641;SPC WI C     -    78,429.9     465,146.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4641
 DJ4641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0357031176(NAD 83)
 DJ4641
 DJ4641                          SUPERSEDED SURVEY CONTROL
 DJ4641
 DJ4641  NAVD 88 (07/08/08)  233.984  (m)          767.66   (f) SUPERSEDED  2 1
 DJ4641
 DJ4641.Superseded values are not recommended for survey control.
 DJ4641
 DJ4641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4641.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4641
 DJ4641_MARKER: DD = SURVEY DISK
 DJ4641_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4641_SP_SET: BRIDGE ABUTMENT
 DJ4641_STAMPING: 5Q16 2005
 DJ4641_MARK LOGO: WIDT
 DJ4641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4641+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DJ4641
 DJ4641  HISTORY     - Date     Condition        Report By
 DJ4641  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4641  HISTORY     - 20060926 GOOD             WIDT
 DJ4641
 DJ4641                          STATION DESCRIPTION
 DJ4641
 DJ4641'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4641'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH STATE
 DJ4641'HIGHWAY 88 ABOUT 3 MI (4.8 KM) SOUTH-SOUTHWEST OF THE CITY OF MONDOVI,
 DJ4641'GO EAST ON STATE HIGHWAY 88 FOR 0.05 MI (0.1 KM) TO THE BRIDGE OVER
 DJ4641'THE BUFFALO RIVER AND THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4641'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4641'STATION DISK SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF
 DJ4641'THE BRIDGE --B-06-0002--, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT, 4.4 M
 DJ4641'(14.4 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 88.  ---NOTE---NO
 DJ4641'WITNESS POST SET WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4830 ***********************************************************************
 DJ4830  DESIGNATION -  5Q17
 DJ4830  PID         -  DJ4830
 DJ4830  STATE/COUNTY-  WI/BUFFALO
 DJ4830  COUNTRY     -  US
 DJ4830  USGS QUAD   -  MONDOVI (2018)
 DJ4830
 DJ4830                         *CURRENT SURVEY CONTROL
 DJ4830  ______________________________________________________________________
 DJ4830* NAD 83(1986) POSITION- 44 33 27.59   (N) 091 41 18.67   (W)   HD_HELD1
 DJ4830* NAVD 88 ORTHO HEIGHT -   238.674 (meters)      783.05  (feet) ADJUSTED
 DJ4830  ______________________________________________________________________
 DJ4830  GEOID HEIGHT    -        -30.685 (meters)                     GEOID18
 DJ4830  DYNAMIC HEIGHT  -        238.648 (meters)      782.96  (feet) COMP
 DJ4830  MODELED GRAVITY -    980,504.3   (mgal)                       NAVD 88
 DJ4830
 DJ4830  VERT ORDER      -  SECOND    CLASS I
 DJ4830
 DJ4830.The horizontal coordinates were determined by differentially corrected
 DJ4830.hand held GPS observations or other comparable positioning techniques
 DJ4830.and have an estimated accuracy of +/- 3 meters.
 DJ4830
 DJ4830.The orthometric height was determined by differential leveling and
 DJ4830.adjusted by the WI DEPT OF TRANSP
 DJ4830.in May 2012.
 DJ4830
 DJ4830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4830.GEOID18 height accuracy estimate available here.
 DJ4830
 DJ4830.Click photographs - Photos may exist for this station.
 DJ4830
 DJ4830.The dynamic height is computed by dividing the NAVD 88
 DJ4830.geopotential number by the normal gravity value computed on the
 DJ4830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4830.degrees latitude (g = 980.6199 gals.).
 DJ4830
 DJ4830.The modeled gravity was interpolated from observed gravity values.
 DJ4830
 DJ4830;                    North         East    Units  Estimated Accuracy
 DJ4830;SPC WI C     -    81,880.8     465,860.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4830
 DJ4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0415734650(NAD 83)
 DJ4830
 DJ4830                          SUPERSEDED SURVEY CONTROL
 DJ4830
 DJ4830  NAVD 88 (07/08/08)  238.661  (m)          783.01   (f) SUPERSEDED  2 1
 DJ4830
 DJ4830.Superseded values are not recommended for survey control.
 DJ4830
 DJ4830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4830.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4830
 DJ4830_MARKER: DD = SURVEY DISK
 DJ4830_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ4830_SP_SET: BRIDGE PARAPET WALL
 DJ4830_STAMPING: 5Q17 2005
 DJ4830_MARK LOGO: WIDT
 DJ4830_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4830+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DJ4830
 DJ4830  HISTORY     - Date     Condition        Report By
 DJ4830  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4830  HISTORY     - 20060926 GOOD             WIDT
 DJ4830
 DJ4830                          STATION DESCRIPTION
 DJ4830
 DJ4830'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4830'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (MAIN STREET)
 DJ4830'WITH STATE HIGHWAY 37 AND COUNTY HIGHWAY H (EAU CLAIRE STREET) IN THE
 DJ4830'CITY OF MONDOVI, GO SOUTH ON STATE HIGHWAY 37 (EAU CLAIRE STREET) FOR
 DJ4830'0.2 MI (0.3 KM) TO RIVERSIDE AVENUE ON THE RIGHT, TURN RIGHT AND GO
 DJ4830'SOUTHWESTERLY ON STATE HIGHWAY 37 (RIVERSIDE AVENUE) FOR 1.0 MI (1.6
 DJ4830'KM) TO A BRIDGE OVER HARVEY CREEK AND THE STATION ON THE LEFT.
 DJ4830'
 DJ4830'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4830'GEODETIC SURVEY CONTROL STATION DISK SET ON THE TOP OF THE EAST
 DJ4830'PARAPET WALL OF THE SOUTH ABUTMENT OF THE BRIDGE --B-6-37-67--, ABOUT
 DJ4830'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DJ4830'
 DJ4830'THE STATION IS 7.0 M (23.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4830'37 AND 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4640 ***********************************************************************
 DJ4640  DESIGNATION -  5Q18
 DJ4640  PID         -  DJ4640
 DJ4640  STATE/COUNTY-  WI/BUFFALO
 DJ4640  COUNTRY     -  US
 DJ4640  USGS QUAD   -  MONDOVI (2018)
 DJ4640
 DJ4640                         *CURRENT SURVEY CONTROL
 DJ4640  ______________________________________________________________________
 DJ4640* NAD 83(1986) POSITION- 44 34 11.03   (N) 091 40 08.78   (W)   HD_HELD1
 DJ4640* NAVD 88 ORTHO HEIGHT -   241.759 (meters)      793.17  (feet) ADJUSTED
 DJ4640  ______________________________________________________________________
 DJ4640  GEOID HEIGHT    -        -30.713 (meters)                     GEOID18
 DJ4640  DYNAMIC HEIGHT  -        241.733 (meters)      793.09  (feet) COMP
 DJ4640  MODELED GRAVITY -    980,507.4   (mgal)                       NAVD 88
 DJ4640
 DJ4640  VERT ORDER      -  SECOND    CLASS I
 DJ4640
 DJ4640.The horizontal coordinates were determined by differentially corrected
 DJ4640.hand held GPS observations or other comparable positioning techniques
 DJ4640.and have an estimated accuracy of +/- 3 meters.
 DJ4640
 DJ4640.The orthometric height was determined by differential leveling and
 DJ4640.adjusted by the WI DEPT OF TRANSP
 DJ4640.in May 2012.
 DJ4640
 DJ4640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4640.GEOID18 height accuracy estimate available here.
 DJ4640
 DJ4640.Click photographs - Photos may exist for this station.
 DJ4640
 DJ4640.The dynamic height is computed by dividing the NAVD 88
 DJ4640.geopotential number by the normal gravity value computed on the
 DJ4640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4640.degrees latitude (g = 980.6199 gals.).
 DJ4640
 DJ4640.The modeled gravity was interpolated from observed gravity values.
 DJ4640
 DJ4640;                    North         East    Units  Estimated Accuracy
 DJ4640;SPC WI C     -    83,189.5     467,430.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4640
 DJ4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0567736016(NAD 83)
 DJ4640
 DJ4640                          SUPERSEDED SURVEY CONTROL
 DJ4640
 DJ4640  NAVD 88 (07/08/08)  241.746  (m)          793.13   (f) SUPERSEDED  2 1
 DJ4640
 DJ4640.Superseded values are not recommended for survey control.
 DJ4640
 DJ4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4640.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4640
 DJ4640_MARKER: DD = SURVEY DISK
 DJ4640_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ4640_SP_SET: DAM SPILLWAY
 DJ4640_STAMPING: 5Q18 2005
 DJ4640_MARK LOGO: WIDT
 DJ4640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4640+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 DJ4640
 DJ4640  HISTORY     - Date     Condition        Report By
 DJ4640  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4640  HISTORY     - 20060921 GOOD             WIDT
 DJ4640
 DJ4640                          STATION DESCRIPTION
 DJ4640
 DJ4640'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4640'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (MAIN STREET)
 DJ4640'WITH STATE HIGHWAY 37 AND COUNTY HIGHWAY H (EAU CLAIRE STREET) IN THE
 DJ4640'CITY OF MONDOVI, GO NORTH ON COUNTY HIGHWAY H (EAU CLAIRE STREET) FOR
 DJ4640'0.15 MI (0.2 KM) TO MILLING STREET, TURN RIGHT AND GO EAST ON MILLING
 DJ4640'STREET FOR 0.05 MI (0.1 KM) TO MIRROR LAKE ON THE LEFT AND THE STATION
 DJ4640'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4640'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE
 DJ4640'NORTHWEST CORNER OF THE EXPOSED SPILLWAY OUTLET FOR THE MIRROR LAKE
 DJ4640'DAM, LOCATED ABOUT 65 M (213.3 FT) SOUTH OF MILLING STREET AND ABOUT
 DJ4640'10 M (32.8 FT) BELOW THE LEVEL OF THE STREET PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4639 ***********************************************************************
 DJ4639  DESIGNATION -  5Q19
 DJ4639  PID         -  DJ4639
 DJ4639  STATE/COUNTY-  WI/PEPIN
 DJ4639  COUNTRY     -  US
 DJ4639  USGS QUAD   -  MONDOVI (2018)
 DJ4639
 DJ4639                         *CURRENT SURVEY CONTROL
 DJ4639  ______________________________________________________________________
 DJ4639* NAD 83(1986) POSITION- 44 36 01.36   (N) 091 40 03.81   (W)   HD_HELD1
 DJ4639* NAVD 88 ORTHO HEIGHT -   258.368 (meters)      847.66  (feet) ADJUSTED
 DJ4639  ______________________________________________________________________
 DJ4639  GEOID HEIGHT    -        -30.717 (meters)                     GEOID18
 DJ4639  DYNAMIC HEIGHT  -        258.341 (meters)      847.57  (feet) COMP
 DJ4639  MODELED GRAVITY -    980,505.7   (mgal)                       NAVD 88
 DJ4639
 DJ4639  VERT ORDER      -  SECOND    CLASS I
 DJ4639
 DJ4639.The horizontal coordinates were determined by differentially corrected
 DJ4639.hand held GPS observations or other comparable positioning techniques
 DJ4639.and have an estimated accuracy of +/- 3 meters.
 DJ4639
 DJ4639.The orthometric height was determined by differential leveling and
 DJ4639.adjusted by the WI DEPT OF TRANSP
 DJ4639.in May 2012.
 DJ4639
 DJ4639.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4639.GEOID18 height accuracy estimate available here.
 DJ4639
 DJ4639.Click photographs - Photos may exist for this station.
 DJ4639
 DJ4639.The dynamic height is computed by dividing the NAVD 88
 DJ4639.geopotential number by the normal gravity value computed on the
 DJ4639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4639.degrees latitude (g = 980.6199 gals.).
 DJ4639
 DJ4639.The modeled gravity was interpolated from observed gravity values.
 DJ4639
 DJ4639;                    North         East    Units  Estimated Accuracy
 DJ4639;SPC WI C     -    86,592.0     467,610.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4639
 DJ4639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0573139422(NAD 83)
 DJ4639
 DJ4639                          SUPERSEDED SURVEY CONTROL
 DJ4639
 DJ4639  NAVD 88 (07/08/08)  258.355  (m)          847.62   (f) SUPERSEDED  2 1
 DJ4639
 DJ4639.Superseded values are not recommended for survey control.
 DJ4639
 DJ4639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4639.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4639
 DJ4639_MARKER: DD = SURVEY DISK
 DJ4639_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ4639_SP_SET: WINGWALL
 DJ4639_STAMPING: 5Q19 2005
 DJ4639_MARK LOGO: WIDT
 DJ4639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4639+STABILITY: SURFACE MOTION
 DJ4639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4639+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 DJ4639
 DJ4639  HISTORY     - Date     Condition        Report By
 DJ4639  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4639  HISTORY     - 20060920 GOOD             WIDT
 DJ4639
 DJ4639                          STATION DESCRIPTION
 DJ4639
 DJ4639'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4639'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (MAIN STREET)
 DJ4639'WITH STATE HIGHWAY 37 AND COUNTY HIGHWAY H (EAU CLAIRE STREET) IN THE
 DJ4639'CITY OF MONDOVI, GO NORTH ON COUNTY HIGHWAY H (EAU CLAIRE STREET) FOR
 DJ4639'2.2 MI (3.5 KM) TO ALBANY R ON THE RIGHT AND THE STATION ON THE RIGHT.
 DJ4639'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4639'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST WING
 DJ4639'WALL OF THE NORTH HEADWALL OF THE CULVERT FOR BROWNLEE CREEK, ABOUT 1
 DJ4639'M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 20 M (65.6 FT)
 DJ4639'EAST OF COUNTY HIGHWAY H, 7 M (23.0 FT) NORTH OF THE CENTER OF ALBANY
 DJ4639'R ROAD, AND 0.5 M (1.6 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4638 ***********************************************************************
 DJ4638  DESIGNATION -  5Q20
 DJ4638  PID         -  DJ4638
 DJ4638  STATE/COUNTY-  WI/PEPIN
 DJ4638  COUNTRY     -  US
 DJ4638  USGS QUAD   -  MONDOVI (2018)
 DJ4638
 DJ4638                         *CURRENT SURVEY CONTROL
 DJ4638  ______________________________________________________________________
 DJ4638* NAD 83(1986) POSITION- 44 37 21.30   (N) 091 39 50.58   (W)   HD_HELD1
 DJ4638* NAVD 88 ORTHO HEIGHT -   297.751 (meters)      976.87  (feet) ADJUSTED
 DJ4638  ______________________________________________________________________
 DJ4638  GEOID HEIGHT    -        -30.720 (meters)                     GEOID18
 DJ4638  DYNAMIC HEIGHT  -        297.720 (meters)      976.77  (feet) COMP
 DJ4638  MODELED GRAVITY -    980,505.3   (mgal)                       NAVD 88
 DJ4638
 DJ4638  VERT ORDER      -  SECOND    CLASS I
 DJ4638
 DJ4638.The horizontal coordinates were determined by differentially corrected
 DJ4638.hand held GPS observations or other comparable positioning techniques
 DJ4638.and have an estimated accuracy of +/- 3 meters.
 DJ4638
 DJ4638.The orthometric height was determined by differential leveling and
 DJ4638.adjusted by the WI DEPT OF TRANSP
 DJ4638.in May 2012.
 DJ4638
 DJ4638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4638.GEOID18 height accuracy estimate available here.
 DJ4638
 DJ4638.Click photographs - Photos may exist for this station.
 DJ4638
 DJ4638.The dynamic height is computed by dividing the NAVD 88
 DJ4638.geopotential number by the normal gravity value computed on the
 DJ4638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4638.degrees latitude (g = 980.6199 gals.).
 DJ4638
 DJ4638.The modeled gravity was interpolated from observed gravity values.
 DJ4638
 DJ4638;                    North         East    Units  Estimated Accuracy
 DJ4638;SPC WI C     -    89,052.9     467,952.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4638
 DJ4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0598241893(NAD 83)
 DJ4638
 DJ4638                          SUPERSEDED SURVEY CONTROL
 DJ4638
 DJ4638  NAVD 88 (07/08/08)  297.738  (m)          976.83   (f) SUPERSEDED  2 1
 DJ4638
 DJ4638.Superseded values are not recommended for survey control.
 DJ4638
 DJ4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4638.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4638
 DJ4638_MARKER: DD = SURVEY DISK
 DJ4638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4638_STAMPING: 5Q20 2005
 DJ4638_MARK LOGO: WIDT
 DJ4638_PROJECTION: FLUSH
 DJ4638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4638+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 DJ4638
 DJ4638  HISTORY     - Date     Condition        Report By
 DJ4638  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4638  HISTORY     - 20060920 GOOD             WIDT
 DJ4638
 DJ4638                          STATION DESCRIPTION
 DJ4638
 DJ4638'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4638'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4638'HIGHWAY ZZ ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF MONDOVI, GO
 DJ4638'SOUTHWEST ON COUNTY HIGHWAY H FOR 0.3 MI (0.5 KM) TO THE STATION ON
 DJ4638'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4638'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4638'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4638'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4638'IS 10.5 M (34.4 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY H,
 DJ4638'28.3 M (92.8 FT) EAST OF A TELEPHONE PEDESTAL, 24.7 M (81.0 FT) SOUTH
 DJ4638'OF A POWER POLE --D8D 30--, 21.8 M (71.5 FT) EAST-SOUTHEAST OF A
 DJ4638'TELEPHONE PEDESTAL --CC7 9 LP 5--, 15.5 M (50.9 FT) SOUTHWEST OF A
 DJ4638'GREEN METAL POST WITH A --FIBER OPTIC CABLE-- PLAQUE, AND 1.0 M (3.3
 DJ4638'FT) NORTH AND SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4638'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DJ4638'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4637 ***********************************************************************
 DJ4637  DESIGNATION -  5Q21
 DJ4637  PID         -  DJ4637
 DJ4637  STATE/COUNTY-  WI/PEPIN
 DJ4637  COUNTRY     -  US
 DJ4637  USGS QUAD   -  ROCK FALLS (2018)
 DJ4637
 DJ4637                         *CURRENT SURVEY CONTROL
 DJ4637  ______________________________________________________________________
 DJ4637* NAD 83(1986) POSITION- 44 38 42.14   (N) 091 39 57.05   (W)   HD_HELD1
 DJ4637* NAVD 88 ORTHO HEIGHT -   277.453 (meters)      910.28  (feet) ADJUSTED
 DJ4637  ______________________________________________________________________
 DJ4637  GEOID HEIGHT    -        -30.725 (meters)                     GEOID18
 DJ4637  DYNAMIC HEIGHT  -        277.425 (meters)      910.19  (feet) COMP
 DJ4637  MODELED GRAVITY -    980,506.0   (mgal)                       NAVD 88
 DJ4637
 DJ4637  VERT ORDER      -  SECOND    CLASS I
 DJ4637
 DJ4637.The horizontal coordinates were determined by differentially corrected
 DJ4637.hand held GPS observations or other comparable positioning techniques
 DJ4637.and have an estimated accuracy of +/- 3 meters.
 DJ4637
 DJ4637.The orthometric height was determined by differential leveling and
 DJ4637.adjusted by the WI DEPT OF TRANSP
 DJ4637.in May 2012.
 DJ4637
 DJ4637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4637.GEOID18 height accuracy estimate available here.
 DJ4637
 DJ4637.Click photographs - Photos may exist for this station.
 DJ4637
 DJ4637.The dynamic height is computed by dividing the NAVD 88
 DJ4637.geopotential number by the normal gravity value computed on the
 DJ4637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4637.degrees latitude (g = 980.6199 gals.).
 DJ4637
 DJ4637.The modeled gravity was interpolated from observed gravity values.
 DJ4637
 DJ4637;                    North         East    Units  Estimated Accuracy
 DJ4637;SPC WI C     -    91,550.6     467,860.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4637
 DJ4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0579844385(NAD 83)
 DJ4637
 DJ4637                          SUPERSEDED SURVEY CONTROL
 DJ4637
 DJ4637  NAVD 88 (07/08/08)  277.440  (m)          910.23   (f) SUPERSEDED  2 1
 DJ4637
 DJ4637.Superseded values are not recommended for survey control.
 DJ4637
 DJ4637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4637.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4637
 DJ4637_MARKER: DD = SURVEY DISK
 DJ4637_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4637_SP_SET: BRIDGE ABUTMENT
 DJ4637_STAMPING: 5Q21 2005
 DJ4637_MARK LOGO: WIDT
 DJ4637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4637+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 DJ4637
 DJ4637  HISTORY     - Date     Condition        Report By
 DJ4637  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4637  HISTORY     - 20060919 GOOD             WIDT
 DJ4637
 DJ4637                          STATION DESCRIPTION
 DJ4637
 DJ4637'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4637'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4637'HIGHWAY ZZ ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF MONDOVI, GO NORTH
 DJ4637'ON COUNTY HIGHWAY H FOR 1.35 MI (2.2 KM) TO A BRIDGE OVER THE LITTLE
 DJ4637'ROCK CREEK AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4637'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4637'DISK SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE
 DJ4637'BRIDGE, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 0.1 MI
 DJ4637'(0.2 KM) SOUTH OF ALBANY L ROAD, 5.1 M (16.7 FT) EAST OF THE
 DJ4637'CENTERLINE OF COUNTY HIGHWAY H, AND 0.5 M (1.6 FT) SOUTHWEST OF A
 DJ4637'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4829 ***********************************************************************
 DJ4829  DESIGNATION -  5Q22
 DJ4829  PID         -  DJ4829
 DJ4829  STATE/COUNTY-  WI/PEPIN
 DJ4829  COUNTRY     -  US
 DJ4829  USGS QUAD   -  ROCK FALLS (2018)
 DJ4829
 DJ4829                         *CURRENT SURVEY CONTROL
 DJ4829  ______________________________________________________________________
 DJ4829* NAD 83(1986) POSITION- 44 39 54.88   (N) 091 40 27.54   (W)   HD_HELD1
 DJ4829* NAVD 88 ORTHO HEIGHT -   271.470 (meters)      890.65  (feet) ADJUSTED
 DJ4829  ______________________________________________________________________
 DJ4829  GEOID HEIGHT    -        -30.721 (meters)                     GEOID18
 DJ4829  DYNAMIC HEIGHT  -        271.442 (meters)      890.56  (feet) COMP
 DJ4829  MODELED GRAVITY -    980,507.6   (mgal)                       NAVD 88
 DJ4829
 DJ4829  VERT ORDER      -  SECOND    CLASS I
 DJ4829
 DJ4829.The horizontal coordinates were determined by differentially corrected
 DJ4829.hand held GPS observations or other comparable positioning techniques
 DJ4829.and have an estimated accuracy of +/- 3 meters.
 DJ4829
 DJ4829.The orthometric height was determined by differential leveling and
 DJ4829.adjusted by the WI DEPT OF TRANSP
 DJ4829.in May 2012.
 DJ4829
 DJ4829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4829.GEOID18 height accuracy estimate available here.
 DJ4829
 DJ4829.Click photographs - Photos may exist for this station.
 DJ4829
 DJ4829.The dynamic height is computed by dividing the NAVD 88
 DJ4829.geopotential number by the normal gravity value computed on the
 DJ4829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4829.degrees latitude (g = 980.6199 gals.).
 DJ4829
 DJ4829.The modeled gravity was interpolated from observed gravity values.
 DJ4829
 DJ4829;                    North         East    Units  Estimated Accuracy
 DJ4829;SPC WI C     -    93,809.1     467,235.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4829
 DJ4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0509046619(NAD 83)
 DJ4829
 DJ4829                          SUPERSEDED SURVEY CONTROL
 DJ4829
 DJ4829  NAVD 88 (07/08/08)  271.457  (m)          890.61   (f) SUPERSEDED  2 1
 DJ4829
 DJ4829.Superseded values are not recommended for survey control.
 DJ4829
 DJ4829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4829.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4829
 DJ4829_MARKER: DD = SURVEY DISK
 DJ4829_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4829_SP_SET: CULVERT WINGWALL
 DJ4829_STAMPING: 5Q22 2005
 DJ4829_MARK LOGO: WIDT
 DJ4829_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4829+STABILITY: SURFACE MOTION
 DJ4829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4829+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 DJ4829
 DJ4829  HISTORY     - Date     Condition        Report By
 DJ4829  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4829  HISTORY     - 20060918 GOOD             WIDT
 DJ4829
 DJ4829                          STATION DESCRIPTION
 DJ4829
 DJ4829'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4829'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4829'HIGHWAY T ABOUT 12 MI (19.3 KM) SOUTHWEST OF THE CITY OF EAU CLAIRE,
 DJ4829'GO EAST ON COUNTY HIGHWAY H FOR 0.4 MI (0.6 KM) TO A RIGHT CURVE IN
 DJ4829'THE HIGHWAY AND ALBANY D ON THE LEFT, CURVE RIGHT AND CONTINUE
 DJ4829'SOUTHERLY ON COUNTY HIGHWAY H FOR 1.95 MI (3.1 KM) TO A BOX CULVERT
 DJ4829'FOR THE LITTLE ROCK CREEK AND THE STATION ON THE LEFT.
 DJ4829'
 DJ4829'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4829'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4829'WALL OF THE NORTH END OF THE BOX CULVERT --C-48-12-85--, ABOUT LEVEL
 DJ4829'WITH THE HIGHWAY PAVEMENT.
 DJ4829'
 DJ4829'THE STATION IS 5.0 M (16.4 FT) NORTH OF THE CENTERLINE OF COUNTY
 DJ4829'HIGHWAY H AND 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4636 ***********************************************************************
 DJ4636  DESIGNATION -  5Q23
 DJ4636  PID         -  DJ4636
 DJ4636  STATE/COUNTY-  WI/PEPIN
 DJ4636  COUNTRY     -  US
 DJ4636  USGS QUAD   -  ROCK FALLS (2018)
 DJ4636
 DJ4636                         *CURRENT SURVEY CONTROL
 DJ4636  ______________________________________________________________________
 DJ4636* NAD 83(1986) POSITION- 44 40 56.31   (N) 091 40 55.09   (W)   HD_HELD1
 DJ4636* NAVD 88 ORTHO HEIGHT -   267.599 (meters)      877.95  (feet) ADJUSTED
 DJ4636  ______________________________________________________________________
 DJ4636  GEOID HEIGHT    -        -30.716 (meters)                     GEOID18
 DJ4636  DYNAMIC HEIGHT  -        267.572 (meters)      877.86  (feet) COMP
 DJ4636  MODELED GRAVITY -    980,509.4   (mgal)                       NAVD 88
 DJ4636
 DJ4636  VERT ORDER      -  SECOND    CLASS I
 DJ4636
 DJ4636.The horizontal coordinates were determined by differentially corrected
 DJ4636.hand held GPS observations or other comparable positioning techniques
 DJ4636.and have an estimated accuracy of +/- 3 meters.
 DJ4636
 DJ4636.The orthometric height was determined by differential leveling and
 DJ4636.adjusted by the WI DEPT OF TRANSP
 DJ4636.in May 2012.
 DJ4636
 DJ4636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4636.GEOID18 height accuracy estimate available here.
 DJ4636
 DJ4636.Click photographs - Photos may exist for this station.
 DJ4636
 DJ4636.The dynamic height is computed by dividing the NAVD 88
 DJ4636.geopotential number by the normal gravity value computed on the
 DJ4636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4636.degrees latitude (g = 980.6199 gals.).
 DJ4636
 DJ4636.The modeled gravity was interpolated from observed gravity values.
 DJ4636
 DJ4636;                    North         East    Units  Estimated Accuracy
 DJ4636;SPC WI C     -    95,717.4     466,667.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4636
 DJ4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0445348504(NAD 83)
 DJ4636
 DJ4636                          SUPERSEDED SURVEY CONTROL
 DJ4636
 DJ4636  NAVD 88 (07/08/08)  267.585  (m)          877.90   (f) SUPERSEDED  2 1
 DJ4636
 DJ4636.Superseded values are not recommended for survey control.
 DJ4636
 DJ4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4636.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4636
 DJ4636_MARKER: DD = SURVEY DISK
 DJ4636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4636_STAMPING: 5Q23 2005
 DJ4636_MARK LOGO: WIDT
 DJ4636_PROJECTION: FLUSH
 DJ4636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4636+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 DJ4636
 DJ4636  HISTORY     - Date     Condition        Report By
 DJ4636  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4636  HISTORY     - 20060918 GOOD             WIDT
 DJ4636
 DJ4636                          STATION DESCRIPTION
 DJ4636
 DJ4636'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4636'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4636'HIGHWAY T ABOUT 12 MI (19.3 KM) SOUTHWEST OF THE CITY OF EAU CLAIRE,
 DJ4636'GO EAST ON COUNTY HIGHWAY H FOR 0.4 MI (0.6 KM) TO ALBANY D ON THE
 DJ4636'LEFT AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DJ4636'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4636'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4636'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DJ4636'THE STATION IS 8.6 M (28.2 FT) EAST OF THE CENTERLINE OF ALBANY D,
 DJ4636'26.3 M (86.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY H,
 DJ4636'12.4 M (40.7 FT) SOUTH-SOUTHEAST OF A METAL POST FOR A --NARROW
 DJ4636'BRIDGE-- SIGN, 11.7 M (38.4 FT) NORTH OF A WOOD POST EXTENDING 1.2 M
 DJ4636'(3.9 FT) ABOVE THE GROUND, 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DJ4636'SOUTHWEST OF A WHITE PLASTIC WITNESS POST, AND 0.8 M (2.6 FT) WEST OF
 DJ4636'A BARBED WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4636'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4828 ***********************************************************************
 DJ4828  DESIGNATION -  5Q24
 DJ4828  PID         -  DJ4828
 DJ4828  STATE/COUNTY-  WI/DUNN
 DJ4828  COUNTRY     -  US
 DJ4828  USGS QUAD   -  ROCK FALLS (2018)
 DJ4828
 DJ4828                         *CURRENT SURVEY CONTROL
 DJ4828  ______________________________________________________________________
 DJ4828* NAD 83(1986) POSITION- 44 42 13.58   (N) 091 41 26.87   (W)   HD_HELD1
 DJ4828* NAVD 88 ORTHO HEIGHT -   261.341 (meters)      857.42  (feet) ADJUSTED
 DJ4828  ______________________________________________________________________
 DJ4828  GEOID HEIGHT    -        -30.709 (meters)                     GEOID18
 DJ4828  DYNAMIC HEIGHT  -        261.315 (meters)      857.33  (feet) COMP
 DJ4828  MODELED GRAVITY -    980,511.9   (mgal)                       NAVD 88
 DJ4828
 DJ4828  VERT ORDER      -  SECOND    CLASS I
 DJ4828
 DJ4828.The horizontal coordinates were determined by differentially corrected
 DJ4828.hand held GPS observations or other comparable positioning techniques
 DJ4828.and have an estimated accuracy of +/- 3 meters.
 DJ4828
 DJ4828.The orthometric height was determined by differential leveling and
 DJ4828.adjusted by the WI DEPT OF TRANSP
 DJ4828.in May 2012.
 DJ4828
 DJ4828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4828.GEOID18 height accuracy estimate available here.
 DJ4828
 DJ4828.Click photographs - Photos may exist for this station.
 DJ4828
 DJ4828.The dynamic height is computed by dividing the NAVD 88
 DJ4828.geopotential number by the normal gravity value computed on the
 DJ4828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4828.degrees latitude (g = 980.6199 gals.).
 DJ4828
 DJ4828.The modeled gravity was interpolated from observed gravity values.
 DJ4828
 DJ4828;                    North         East    Units  Estimated Accuracy
 DJ4828;SPC WI C     -    98,116.5     466,017.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4828
 DJ4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0371550877(NAD 83)
 DJ4828
 DJ4828                          SUPERSEDED SURVEY CONTROL
 DJ4828
 DJ4828  NAVD 88 (07/08/08)  261.328  (m)          857.37   (f) SUPERSEDED  2 1
 DJ4828
 DJ4828.Superseded values are not recommended for survey control.
 DJ4828
 DJ4828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4828.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4828
 DJ4828_MARKER: DD = SURVEY DISK
 DJ4828_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4828_SP_SET: BRIDGE WINGWALL
 DJ4828_STAMPING: 5Q24 2005
 DJ4828_MARK LOGO: WIDT
 DJ4828_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4828+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 DJ4828
 DJ4828  HISTORY     - Date     Condition        Report By
 DJ4828  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4828  HISTORY     - 20060918 GOOD             WIDT
 DJ4828
 DJ4828                          STATION DESCRIPTION
 DJ4828
 DJ4828'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4828'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 WITH COUNTY
 DJ4828'HIGHWAY H IN THE COMMUNITY OF ROCK FALLS ABOUT 10 MI (16.1 KM)
 DJ4828'SOUTHWEST OF THE CITY OF EAU CLAIRE, GO SOUTH ON COUNTY HIGHWAY H FOR
 DJ4828'1.0 MI (1.6 KM) TO A BRIDGE OVER ROCK CREEK AND THE STATION ON THE
 DJ4828'RIGHT.
 DJ4828'
 DJ4828'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4828'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH WING
 DJ4828'WALL OF THE WEST ABUTMENT OF THE BRIDGE --B-17-76-69--, ABOUT 1 M (3.3
 DJ4828'FT) BELOW THE HIGHWAY PAVEMENT.
 DJ4828'
 DJ4828'THE STATION IS 8.1 M (26.6 FT) WEST OF THE CENTERLINE OF COUNTY
 DJ4828'HIGHWAY H AND 0.5 M (1.6 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS
 DJ4828'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4643 ***********************************************************************
 DJ4643  DESIGNATION -  5Q25
 DJ4643  PID         -  DJ4643
 DJ4643  STATE/COUNTY-  WI/DUNN
 DJ4643  COUNTRY     -  US
 DJ4643  USGS QUAD   -  ROCK FALLS (2018)
 DJ4643
 DJ4643                         *CURRENT SURVEY CONTROL
 DJ4643  ______________________________________________________________________
 DJ4643* NAD 83(1986) POSITION- 44 43 51.25   (N) 091 41 14.49   (W)   HD_HELD1
 DJ4643* NAVD 88 ORTHO HEIGHT -   256.675 (meters)      842.11  (feet) ADJUSTED
 DJ4643  ______________________________________________________________________
 DJ4643  GEOID HEIGHT    -        -30.713 (meters)                     GEOID18
 DJ4643  DYNAMIC HEIGHT  -        256.651 (meters)      842.03  (feet) COMP
 DJ4643  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 DJ4643
 DJ4643  VERT ORDER      -  SECOND    CLASS I
 DJ4643
 DJ4643.The horizontal coordinates were determined by differentially corrected
 DJ4643.hand held GPS observations or other comparable positioning techniques
 DJ4643.and have an estimated accuracy of +/- 3 meters.
 DJ4643
 DJ4643.The orthometric height was determined by differential leveling and
 DJ4643.adjusted by the WI DEPT OF TRANSP
 DJ4643.in May 2012.
 DJ4643
 DJ4643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4643.GEOID18 height accuracy estimate available here.
 DJ4643
 DJ4643.Click photographs - Photos may exist for this station.
 DJ4643
 DJ4643.The dynamic height is computed by dividing the NAVD 88
 DJ4643.geopotential number by the normal gravity value computed on the
 DJ4643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4643.degrees latitude (g = 980.6199 gals.).
 DJ4643
 DJ4643.The modeled gravity was interpolated from observed gravity values.
 DJ4643
 DJ4643;                    North         East    Units  Estimated Accuracy
 DJ4643;SPC WI C     -   101,124.9     466,353.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4643
 DJ4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0393953895(NAD 83)
 DJ4643
 DJ4643                          SUPERSEDED SURVEY CONTROL
 DJ4643
 DJ4643  NAVD 88 (07/08/08)  256.662  (m)          842.07   (f) SUPERSEDED  2 1
 DJ4643
 DJ4643.Superseded values are not recommended for survey control.
 DJ4643
 DJ4643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4643.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4643
 DJ4643_MARKER: DD = SURVEY DISK
 DJ4643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4643_STAMPING: 5Q25 2005
 DJ4643_MARK LOGO: WIDT
 DJ4643_PROJECTION: FLUSH
 DJ4643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4643+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 DJ4643
 DJ4643  HISTORY     - Date     Condition        Report By
 DJ4643  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4643  HISTORY     - 20060914 GOOD             WIDT
 DJ4643
 DJ4643                          STATION DESCRIPTION
 DJ4643
 DJ4643'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4643'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 WITH COUNTY
 DJ4643'HIGHWAY H IN THE COMMUNITY OF ROCK FALLS ABOUT 12 MI (19.3 KM)
 DJ4643'SOUTHWEST OF THE CITY OF EAU CLAIRE, GO EAST THEN NORTH ON STATE
 DJ4643'HIGHWAY 85 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT.  THE
 DJ4643'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4643'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4643'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF- WAY
 DJ4643'ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 14.1 M
 DJ4643'(46.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 85, 10 M (32.8 FT)
 DJ4643'SOUTH OF A PRIVATE ENTRANCE --N1417--, 1.1 M (3.6 FT) EAST OF A BARBED
 DJ4643'WIRE FENCE, AND 1.0 M (3.3 FT) WEST, NORTHEAST AND SOUTHEAST OF A
 DJ4643'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4643'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4644 ***********************************************************************
 DJ4644  DESIGNATION -  5Q26
 DJ4644  PID         -  DJ4644
 DJ4644  STATE/COUNTY-  WI/DUNN
 DJ4644  COUNTRY     -  US
 DJ4644  USGS QUAD   -  ELK CREEK LAKE (2018)
 DJ4644
 DJ4644                         *CURRENT SURVEY CONTROL
 DJ4644  ______________________________________________________________________
 DJ4644* NAD 83(1986) POSITION- 44 45 18.92   (N) 091 40 25.08   (W)   HD_HELD1
 DJ4644* NAVD 88 ORTHO HEIGHT -   230.093 (meters)      754.90  (feet) ADJUSTED
 DJ4644  ______________________________________________________________________
 DJ4644  GEOID HEIGHT    -        -30.732 (meters)                     GEOID18
 DJ4644  DYNAMIC HEIGHT  -        230.071 (meters)      754.82  (feet) COMP
 DJ4644  MODELED GRAVITY -    980,516.6   (mgal)                       NAVD 88
 DJ4644
 DJ4644  VERT ORDER      -  SECOND    CLASS I
 DJ4644
 DJ4644.The horizontal coordinates were determined by differentially corrected
 DJ4644.hand held GPS observations or other comparable positioning techniques
 DJ4644.and have an estimated accuracy of +/- 3 meters.
 DJ4644
 DJ4644.The orthometric height was determined by differential leveling and
 DJ4644.adjusted by the WI DEPT OF TRANSP
 DJ4644.in May 2012.
 DJ4644
 DJ4644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4644.GEOID18 height accuracy estimate available here.
 DJ4644
 DJ4644.Click photographs - Photos may exist for this station.
 DJ4644
 DJ4644.The dynamic height is computed by dividing the NAVD 88
 DJ4644.geopotential number by the normal gravity value computed on the
 DJ4644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4644.degrees latitude (g = 980.6199 gals.).
 DJ4644
 DJ4644.The modeled gravity was interpolated from observed gravity values.
 DJ4644
 DJ4644;                    North         East    Units  Estimated Accuracy
 DJ4644;SPC WI C     -   103,807.9     467,495.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4644
 DJ4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0498256618(NAD 83)
 DJ4644
 DJ4644                          SUPERSEDED SURVEY CONTROL
 DJ4644
 DJ4644  NAVD 88 (07/08/08)  230.079  (m)          754.85   (f) SUPERSEDED  2 1
 DJ4644
 DJ4644.Superseded values are not recommended for survey control.
 DJ4644
 DJ4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4644.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4644
 DJ4644_MARKER: DD = SURVEY DISK
 DJ4644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4644_STAMPING: 5Q26 2005
 DJ4644_MARK LOGO: WIDT
 DJ4644_PROJECTION: FLUSH
 DJ4644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4644+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 DJ4644
 DJ4644  HISTORY     - Date     Condition        Report By
 DJ4644  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4644  HISTORY     - 20060914 GOOD             WIDT
 DJ4644
 DJ4644                          STATION DESCRIPTION
 DJ4644
 DJ4644'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4644'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 85 WITH COUNTY
 DJ4644'HIGHWAY H, JUST NORTH OF THE COMMUNITY OF CARYVILLE AND ABOUT 9 MI
 DJ4644'(14.5 KM) SOUTHWEST OF THE CITY OF EAU CLAIRE.  THE STATION IS A
 DJ4644'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4644'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4644'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 0.5 M (1.6
 DJ4644'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 17.5 M (57.4 FT)
 DJ4644'SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY H, 42.6 M (139.8 FT)
 DJ4644'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 85, 17.5 M (57.4 FT)
 DJ4644'SOUTH OF A WOOD POST FOR A --STATE HIGHWAY 85-COUNTY HIGHWAY H-- SIGN,
 DJ4644'4 M (13.1 FT) NORTHEAST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT)
 DJ4644'NORTH, EAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4644'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4644'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4832 ***********************************************************************
 DJ4832  DESIGNATION -  5Q27
 DJ4832  PID         -  DJ4832
 DJ4832  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4832  COUNTRY     -  US
 DJ4832  USGS QUAD   -  ELK CREEK LAKE (2018)
 DJ4832
 DJ4832                         *CURRENT SURVEY CONTROL
 DJ4832  ______________________________________________________________________
 DJ4832* NAD 83(1986) POSITION- 44 45 23.83   (N) 091 37 29.25   (W)   HD_HELD1
 DJ4832* NAVD 88 ORTHO HEIGHT -   234.571 (meters)      769.59  (feet) ADJUSTED
 DJ4832  ______________________________________________________________________
 DJ4832  GEOID HEIGHT    -        -30.770 (meters)                     GEOID18
 DJ4832  DYNAMIC HEIGHT  -        234.548 (meters)      769.51  (feet) COMP
 DJ4832  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 DJ4832
 DJ4832  VERT ORDER      -  SECOND    CLASS I
 DJ4832
 DJ4832.The horizontal coordinates were determined by differentially corrected
 DJ4832.hand held GPS observations or other comparable positioning techniques
 DJ4832.and have an estimated accuracy of +/- 3 meters.
 DJ4832
 DJ4832.The orthometric height was determined by differential leveling and
 DJ4832.adjusted by the WI DEPT OF TRANSP
 DJ4832.in May 2012.
 DJ4832
 DJ4832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4832.GEOID18 height accuracy estimate available here.
 DJ4832
 DJ4832.Click photographs - Photos may exist for this station.
 DJ4832
 DJ4832.The dynamic height is computed by dividing the NAVD 88
 DJ4832.geopotential number by the normal gravity value computed on the
 DJ4832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4832.degrees latitude (g = 980.6199 gals.).
 DJ4832
 DJ4832.The modeled gravity was interpolated from observed gravity values.
 DJ4832
 DJ4832;                    North         East    Units  Estimated Accuracy
 DJ4832;SPC WI C     -   103,880.9     471,365.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4832
 DJ4832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0884556834(NAD 83)
 DJ4832
 DJ4832                          SUPERSEDED SURVEY CONTROL
 DJ4832
 DJ4832  NAVD 88 (07/08/08)  234.558  (m)          769.55   (f) SUPERSEDED  2 1
 DJ4832
 DJ4832.Superseded values are not recommended for survey control.
 DJ4832
 DJ4832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4832.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4832
 DJ4832_MARKER: DD = SURVEY DISK
 DJ4832_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4832_SP_SET: BRIDGE WINGWALL
 DJ4832_STAMPING: 5Q27 2005
 DJ4832_MARK LOGO: WIDT
 DJ4832_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4832+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2011
 DJ4832
 DJ4832  HISTORY     - Date     Condition        Report By
 DJ4832  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4832  HISTORY     - 20060913 GOOD             WIDT
 DJ4832  HISTORY     - 20111109 GOOD             WIDT
 DJ4832
 DJ4832                          STATION DESCRIPTION
 DJ4832
 DJ4832'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4832'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH STATE
 DJ4832'HIGHWAY 85 ABOUT 3 MI (4.8 KM) SOUTH OF THE CITY OF EAU CLAIRE, GO
 DJ4832'WEST ON STATE HIGHWAY 85 FOR 2.8 MI (4.5 KM) TO A BRIDGE OVER WEST
 DJ4832'CREEK AND THE STATION ON THE RIGHT.
 DJ4832'
 DJ4832'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4832'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH WING
 DJ4832'WALL OF THE EAST ABUTMENT OF THE BRIDGE --B-18-89-79--, ABOUT LEVEL
 DJ4832'WITH THE HIGHWAY PAVEMENT.
 DJ4832'
 DJ4832'THE STATION IS 6.2 M (20.3 FT) NORTH OF THE CENTERLINE OF STATE
 DJ4832'HIGHWAY 85 AND 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4832
 DJ4832                          STATION RECOVERY (2011)
 DJ4832
 DJ4832'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4832'NOTE - - STATION IS 1 M (3.3 FT) WEST OF A WITNESS PLAQUE SET ON A
 DJ4832'GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4833 ***********************************************************************
 DJ4833  DESIGNATION -  5Q28
 DJ4833  PID         -  DJ4833
 DJ4833  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4833  COUNTRY     -  US
 DJ4833  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4833
 DJ4833                         *CURRENT SURVEY CONTROL
 DJ4833  ______________________________________________________________________
 DJ4833* NAD 83(1986) POSITION- 44 45 58.99   (N) 091 32 56.02   (W)   HD_HELD1
 DJ4833* NAVD 88 ORTHO HEIGHT -   238.778 (meters)      783.39  (feet) ADJUSTED
 DJ4833  ______________________________________________________________________
 DJ4833  GEOID HEIGHT    -        -30.855 (meters)                     GEOID18
 DJ4833  DYNAMIC HEIGHT  -        238.755 (meters)      783.32  (feet) COMP
 DJ4833  MODELED GRAVITY -    980,514.9   (mgal)                       NAVD 88
 DJ4833
 DJ4833  VERT ORDER      -  SECOND    CLASS I
 DJ4833
 DJ4833.The horizontal coordinates were determined by differentially corrected
 DJ4833.hand held GPS observations or other comparable positioning techniques
 DJ4833.and have an estimated accuracy of +/- 3 meters.
 DJ4833
 DJ4833.The orthometric height was determined by differential leveling and
 DJ4833.adjusted by the WI DEPT OF TRANSP
 DJ4833.in May 2012.
 DJ4833
 DJ4833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4833.GEOID18 height accuracy estimate available here.
 DJ4833
 DJ4833.Click photographs - Photos may exist for this station.
 DJ4833
 DJ4833.The dynamic height is computed by dividing the NAVD 88
 DJ4833.geopotential number by the normal gravity value computed on the
 DJ4833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4833.degrees latitude (g = 980.6199 gals.).
 DJ4833
 DJ4833.The modeled gravity was interpolated from observed gravity values.
 DJ4833
 DJ4833;                    North         East    Units  Estimated Accuracy
 DJ4833;SPC WI C     -   104,848.6     477,393.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4833
 DJ4833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1483358023(NAD 83)
 DJ4833
 DJ4833                          SUPERSEDED SURVEY CONTROL
 DJ4833
 DJ4833  NAVD 88 (07/08/08)  238.765  (m)          783.35   (f) SUPERSEDED  2 1
 DJ4833
 DJ4833.Superseded values are not recommended for survey control.
 DJ4833
 DJ4833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4833.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4833
 DJ4833_MARKER: DD = SURVEY DISK
 DJ4833_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4833_SP_SET: BRIDGE WINGWALL
 DJ4833_STAMPING: 5Q28 2005
 DJ4833_MARK LOGO: WIDT
 DJ4833_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4833+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2011
 DJ4833
 DJ4833  HISTORY     - Date     Condition        Report By
 DJ4833  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4833  HISTORY     - 20060912 GOOD             WIDT
 DJ4833  HISTORY     - 20111110 GOOD             WIDT
 DJ4833
 DJ4833                          STATION DESCRIPTION
 DJ4833
 DJ4833'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4833'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4833'STATE HIGHWAY 37 (EXIT 65) JUST SOUTHWEST OF THE CITY OF EAU CLAIRE,
 DJ4833'GO SOUTH ON STATE HIGHWAY 37 FOR 1.2 MI (1.9 KM) TO A BRIDGE OVER
 DJ4833'TAYLOR CREEK AND THE STATION ON THE LEFT.
 DJ4833'
 DJ4833'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4833'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4833'WALL OF THE SOUTH ABUTMENT OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY
 DJ4833'PAVEMENT.
 DJ4833'
 DJ4833'THE STATION IS 7.0 M (23.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4833'37 AND 0.5 M (1.6 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DJ4833
 DJ4833                          STATION RECOVERY (2011)
 DJ4833
 DJ4833'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4833'NOTE - - STATION IS 2 M (6.6 FT) NORTH OF A WHITE WITNESS POST AND A
 DJ4833'WITNESS PLAQUE SET ON A WOOD GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4196 ***********************************************************************
 DL4196  DESIGNATION -  5Q46
 DL4196  PID         -  DL4196
 DL4196  STATE/COUNTY-  WI/DUNN
 DL4196  COUNTRY     -  US
 DL4196  USGS QUAD   -  MENOMONIE SOUTH (2018)
 DL4196
 DL4196                         *CURRENT SURVEY CONTROL
 DL4196  ______________________________________________________________________
 DL4196* NAD 83(1986) POSITION- 44 45 58.04   (N) 091 56 10.37   (W)   HD_HELD1
 DL4196* NAVD 88 ORTHO HEIGHT -   231.385 (meters)      759.14  (feet) ADJUSTED
 DL4196  ______________________________________________________________________
 DL4196  GEOID HEIGHT    -        -30.605 (meters)                     GEOID18
 DL4196  DYNAMIC HEIGHT  -        231.361 (meters)      759.06  (feet) COMP
 DL4196  MODELED GRAVITY -    980,505.5   (mgal)                       NAVD 88
 DL4196
 DL4196  VERT ORDER      -  SECOND    CLASS I
 DL4196
 DL4196.The horizontal coordinates were determined by differentially corrected
 DL4196.hand held GPS observations or other comparable positioning techniques
 DL4196.and have an estimated accuracy of +/- 3 meters.
 DL4196
 DL4196.The orthometric height was determined by differential leveling and
 DL4196.adjusted by the WI DEPT OF TRANSP
 DL4196.in May 2012.
 DL4196
 DL4196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4196.GEOID18 height accuracy estimate available here.
 DL4196
 DL4196.Click photographs - Photos may exist for this station.
 DL4196
 DL4196.The dynamic height is computed by dividing the NAVD 88
 DL4196.geopotential number by the normal gravity value computed on the
 DL4196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4196.degrees latitude (g = 980.6199 gals.).
 DL4196
 DL4196.The modeled gravity was interpolated from observed gravity values.
 DL4196
 DL4196;                    North         East    Units  Estimated Accuracy
 DL4196;SPC WI C     -   105,477.2     446,739.2     MT  (+/- 3 meters HH1 GPS) 
 DL4196
 DL4196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8418357520(NAD 83)
 DL4196
 DL4196                          SUPERSEDED SURVEY CONTROL
 DL4196
 DL4196.No superseded survey control is available for this station.
 DL4196
 DL4196_MARKER: DD = SURVEY DISK
 DL4196_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4196_SP_SET: BRIDGE WING WALL
 DL4196_STAMPING: 5Q46 2005
 DL4196_MARK LOGO: WIDT
 DL4196_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4196+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DL4196
 DL4196  HISTORY     - Date     Condition        Report By
 DL4196  HISTORY     - 2005     MONUMENTED       WIDT
 DL4196  HISTORY     - 20070801 GOOD             WIDT
 DL4196
 DL4196                          STATION DESCRIPTION
 DL4196
 DL4196'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4196'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH OF MENOMONIE, 7.4
 DL4196'MI (11.9 KM) WEST-NORTHWEST OF MERIDEAN AND 7.4 MI (11.9 KM)
 DL4196'EAST-SOUTHEAST OF WESTON.
 DL4196'
 DL4196'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH STATE
 DL4196'HIGHWAY 72 WEST JUST SOUTH OF THE COMMUNITY OF DOWNSVILLE ABOUT 7 MI
 DL4196'(11.3 KM) SOUTH OF THE CITY OF MENOMONIE, GO SOUTH ON STATE HIGHWAY 25
 DL4196'FOR 0.5 MI (0.8 KM) TO A BRIDGE OVER AN INTERMITTENT CREEK AND THE
 DL4196'STATION ON THE RIGHT.
 DL4196'
 DL4196'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4196'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST WING
 DL4196'WALL OF THE SOUTH ABUTMENT OF BRIDGE NUMBER B-17-980, ABOUT LEVEL WITH
 DL4196'THE HIGHWAY PAVEMENT AND 5.9 M (19.4 FT) WEST OF THE CENTERLINE OF
 DL4196'STATE HIGHWAY 25.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4195 ***********************************************************************
 DL4195  DESIGNATION -  5Q47
 DL4195  PID         -  DL4195
 DL4195  STATE/COUNTY-  WI/DUNN
 DL4195  COUNTRY     -  US
 DL4195  USGS QUAD   -  MENOMONIE SOUTH (2018)
 DL4195
 DL4195                         *CURRENT SURVEY CONTROL
 DL4195  ______________________________________________________________________
 DL4195* NAD 83(1986) POSITION- 44 46 27.99   (N) 091 56 08.90   (W)   HD_HELD1
 DL4195* NAVD 88 ORTHO HEIGHT -   233.961 (meters)      767.59  (feet) ADJUSTED
 DL4195  ______________________________________________________________________
 DL4195  GEOID HEIGHT    -        -30.615 (meters)                     GEOID18
 DL4195  DYNAMIC HEIGHT  -        233.936 (meters)      767.51  (feet) COMP
 DL4195  MODELED GRAVITY -    980,504.7   (mgal)                       NAVD 88
 DL4195
 DL4195  VERT ORDER      -  SECOND    CLASS I
 DL4195
 DL4195.The horizontal coordinates were determined by differentially corrected
 DL4195.hand held GPS observations or other comparable positioning techniques
 DL4195.and have an estimated accuracy of +/- 3 meters.
 DL4195
 DL4195.The orthometric height was determined by differential leveling and
 DL4195.adjusted by the WI DEPT OF TRANSP
 DL4195.in May 2012.
 DL4195
 DL4195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4195.GEOID18 height accuracy estimate available here.
 DL4195
 DL4195.Click photographs - Photos may exist for this station.
 DL4195
 DL4195.The dynamic height is computed by dividing the NAVD 88
 DL4195.geopotential number by the normal gravity value computed on the
 DL4195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4195.degrees latitude (g = 980.6199 gals.).
 DL4195
 DL4195.The modeled gravity was interpolated from observed gravity values.
 DL4195
 DL4195;                    North         East    Units  Estimated Accuracy
 DL4195;SPC WI C     -   106,400.6     446,793.6     MT  (+/- 3 meters HH1 GPS) 
 DL4195
 DL4195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8420358445(NAD 83)
 DL4195
 DL4195                          SUPERSEDED SURVEY CONTROL
 DL4195
 DL4195.No superseded survey control is available for this station.
 DL4195
 DL4195_MARKER: DD = SURVEY DISK
 DL4195_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4195_SP_SET: BRIDGE PARAPET WALL
 DL4195_STAMPING: 5Q47 2005
 DL4195_MARK LOGO: WIDT
 DL4195_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4195+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2007
 DL4195
 DL4195  HISTORY     - Date     Condition        Report By
 DL4195  HISTORY     - 2005     MONUMENTED       WIDT
 DL4195  HISTORY     - 20070731 GOOD             WIDT
 DL4195
 DL4195                          STATION DESCRIPTION
 DL4195
 DL4195'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4195'THE STATION IS LOCATED JUST SOUTH OF THE JUNCTION OF STATE HIGHWAY 25
 DL4195'WITH COUNTY HIGHWAY C EAST IN THE COMMUNITY OF DOWNSVILLE ABOUT 7 MI
 DL4195'(11.3 KM) SOUTH OF THE CITY OF MENOMONIE, AT THE NORTH END OF THE
 DL4195'BRIDGE OVER THE RED CEDAR RIVER.
 DL4195'
 DL4195'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4195'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST
 DL4195'PARAPET WALL OF THE NORTH ABUTMENT OF BRIDGE NUMBER B-17-181, ABOUT 1
 DL4195'M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT, 6.6 M (21.7 FT) NORTHWEST OF
 DL4195'THE CENTERLINE OF STATE HIGHWAY 25 AND 0.2 M (0.7 FT) SOUTHEAST OF A
 DL4195'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4193 ***********************************************************************
 DL4193  DESIGNATION -  5Q48
 DL4193  PID         -  DL4193
 DL4193  STATE/COUNTY-  WI/DUNN
 DL4193  COUNTRY     -  US
 DL4193  USGS QUAD   -  MENOMONIE SOUTH (2018)
 DL4193
 DL4193                         *CURRENT SURVEY CONTROL
 DL4193  ______________________________________________________________________
 DL4193* NAD 83(1986) POSITION- 44 48 50.68   (N) 091 53 36.46   (W)   HD_HELD1
 DL4193* NAVD 88 ORTHO HEIGHT -   260.087 (meters)      853.30  (feet) ADJUSTED
 DL4193  ______________________________________________________________________
 DL4193  GEOID HEIGHT    -        -30.658 (meters)                     GEOID18
 DL4193  DYNAMIC HEIGHT  -        260.060 (meters)      853.21  (feet) COMP
 DL4193  MODELED GRAVITY -    980,505.9   (mgal)                       NAVD 88
 DL4193
 DL4193  VERT ORDER      -  SECOND    CLASS I
 DL4193
 DL4193.The horizontal coordinates were determined by differentially corrected
 DL4193.hand held GPS observations or other comparable positioning techniques
 DL4193.and have an estimated accuracy of +/- 3 meters.
 DL4193
 DL4193.The orthometric height was determined by differential leveling and
 DL4193.adjusted by the WI DEPT OF TRANSP
 DL4193.in May 2012.
 DL4193
 DL4193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4193.GEOID18 height accuracy estimate available here.
 DL4193
 DL4193.Click photographs - Photos may exist for this station.
 DL4193
 DL4193.The dynamic height is computed by dividing the NAVD 88
 DL4193.geopotential number by the normal gravity value computed on the
 DL4193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4193.degrees latitude (g = 980.6199 gals.).
 DL4193
 DL4193.The modeled gravity was interpolated from observed gravity values.
 DL4193
 DL4193;                    North         East    Units  Estimated Accuracy
 DL4193;SPC WI C     -   110,724.8     450,246.9     MT  (+/- 3 meters HH1 GPS) 
 DL4193
 DL4193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8749362892(NAD 83)
 DL4193
 DL4193                          SUPERSEDED SURVEY CONTROL
 DL4193
 DL4193.No superseded survey control is available for this station.
 DL4193
 DL4193_MARKER: DD = SURVEY DISK
 DL4193_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4193_SP_SET: BRIDGE WING WALL
 DL4193_STAMPING: 5Q48 2005
 DL4193_MARK LOGO: WIDT
 DL4193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4193+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2007
 DL4193
 DL4193  HISTORY     - Date     Condition        Report By
 DL4193  HISTORY     - 2005     MONUMENTED       WIDT
 DL4193  HISTORY     - 20070731 GOOD             WIDT
 DL4193
 DL4193                          STATION DESCRIPTION
 DL4193
 DL4193'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4193'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF RUSK,
 DL4193'6.3 MI (10.1 KM) WEST OF FALLS CITY AND 4.4 MI (7.1 KM)
 DL4193'SOUTH-SOUTHEAST OF MENOMONIE.
 DL4193'
 DL4193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DL4193'HIGHWAY D ABOUT 2 MI (3.2 KM) SOUTH OF THE CITY OF MENOMONIE, GO SOUTH
 DL4193'ON STATE HIGHWAY 25 FOR 1.7 MI (2.7 KM) TO 370TH AVENUE.  TURN LEFT
 DL4193'AND GO EAST ON 370TH AVENUE FOR 1.5 MI (2.4 KM) TO COUNTY HIGHWAY Y.
 DL4193'TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY Y FOR 0.05 MI (0.1 KM) TO A
 DL4193'BRIDGE OVER THE LITTLE ELK CREEK AND THE STATION ON THE LEFT.
 DL4193'
 DL4193'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4193'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DL4193'WALL OF THE SOUTH ABUTMENT OF BRIDGE NUMBER B-17-10-85, ABOUT LEVEL
 DL4193'WITH THE HIGHWAY PAVEMENT, 4.4 M (14.4 FT) EAST OF THE CENTERLINE OF
 DL4193'COUNTY HIGHWAY Y AND 0.5 M (1.6 FT) NORTH OF A WHITE PLASTIC WITNESS
 DL4193'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4192 ***********************************************************************
 DL4192  DESIGNATION -  5Q49
 DL4192  PID         -  DL4192
 DL4192  STATE/COUNTY-  WI/DUNN
 DL4192  COUNTRY     -  US
 DL4192  USGS QUAD   -  FALLS CITY (2018)
 DL4192
 DL4192                         *CURRENT SURVEY CONTROL
 DL4192  ______________________________________________________________________
 DL4192* NAD 83(1986) POSITION- 44 49 48.15   (N) 091 52 24.02   (W)   HD_HELD1
 DL4192* NAVD 88 ORTHO HEIGHT -   267.478 (meters)      877.55  (feet) ADJUSTED
 DL4192  ______________________________________________________________________
 DL4192  GEOID HEIGHT    -        -30.666 (meters)                     GEOID18
 DL4192  DYNAMIC HEIGHT  -        267.450 (meters)      877.46  (feet) COMP
 DL4192  MODELED GRAVITY -    980,507.3   (mgal)                       NAVD 88
 DL4192
 DL4192  VERT ORDER      -  SECOND    CLASS I
 DL4192
 DL4192.The horizontal coordinates were determined by differentially corrected
 DL4192.hand held GPS observations or other comparable positioning techniques
 DL4192.and have an estimated accuracy of +/- 3 meters.
 DL4192
 DL4192.The orthometric height was determined by differential leveling and
 DL4192.adjusted by the WI DEPT OF TRANSP
 DL4192.in May 2012.
 DL4192
 DL4192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4192.GEOID18 height accuracy estimate available here.
 DL4192
 DL4192.Click photographs - Photos may exist for this station.
 DL4192
 DL4192.The dynamic height is computed by dividing the NAVD 88
 DL4192.geopotential number by the normal gravity value computed on the
 DL4192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4192.degrees latitude (g = 980.6199 gals.).
 DL4192
 DL4192.The modeled gravity was interpolated from observed gravity values.
 DL4192
 DL4192;                    North         East    Units  Estimated Accuracy
 DL4192;SPC WI C     -   112,461.3     451,879.0     MT  (+/- 3 meters HH1 GPS) 
 DL4192
 DL4192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8906064687(NAD 83)
 DL4192
 DL4192                          SUPERSEDED SURVEY CONTROL
 DL4192
 DL4192.No superseded survey control is available for this station.
 DL4192
 DL4192_MARKER: DD = SURVEY DISK
 DL4192_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4192_SP_SET: BOX CULVERT WING WALL
 DL4192_STAMPING: 5Q49 2005
 DL4192_MARK LOGO: WIDT
 DL4192_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4192+STABILITY: SURFACE MOTION
 DL4192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4192+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2007
 DL4192
 DL4192  HISTORY     - Date     Condition        Report By
 DL4192  HISTORY     - 2005     MONUMENTED       WIDT
 DL4192  HISTORY     - 20070730 GOOD             WIDT
 DL4192
 DL4192                          STATION DESCRIPTION
 DL4192
 DL4192'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4192'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH-SOUTHWEST OF RUSK,
 DL4192'5.6 MI (9.0 KM) WEST-NORTHWEST OF FALLS CITY AND 3.9 MI (6.3 KM)
 DL4192'SOUTHEAST OF MENOMONIE.
 DL4192'
 DL4192'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DL4192'HIGHWAY D ABOUT 2 MI (3.2 KM) SOUTH OF THE CITY OF MENOMONIE, GO SOUTH
 DL4192'ON STATE HIGHWAY 25 FOR 0.2 MI (0.3 KM) TO 430TH AVENUE.  TURN LEFT
 DL4192'AND GO EAST ON 430TH AVENUE FOR 0.75 MI (1.2 KM) TO 490TH STREET.
 DL4192'TURN RIGHT AND GO SOUTH ON 490TH STREET FOR 0.15 MI (0.2 KM) TO 410TH
 DL4192'AVENUE ON THE LEFT.  TURN LEFT AND GO EAST ON 410TH AVENUE FOR 2.0 MI
 DL4192'(3.2 KM) TO COUNTY HIGHWAY J.  TURN LEFT AND GO NORTH ON COUNTY
 DL4192'HIGHWAY J FOR 0.1 MI (0.2 KM) TO A BOX CULVERT OVER THE LITTLE ELK
 DL4192'CREEK AND THE STATION ON THE LEFT.
 DL4192'
 DL4192'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4192'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH WING
 DL4192'WALL OF THE WEST END OF BOX CULVERT NUMBER C-17-45-99, ABOUT 1 M (3.3
 DL4192'FT) LOWER THAN THE HIGHWAY PAVEMENT, 10.2 M (33.5 FT) WEST OF THE
 DL4192'CENTERLINE OF COUNTY HIGHWAY J AND 0.2 M (0.7 FT) NORTH OF A WHITE
 DL4192'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4107 ***********************************************************************
 DL4107  DESIGNATION -  5Q50
 DL4107  PID         -  DL4107
 DL4107  STATE/COUNTY-  WI/DUNN
 DL4107  COUNTRY     -  US
 DL4107  USGS QUAD   -  RUSK (2018)
 DL4107
 DL4107                         *CURRENT SURVEY CONTROL
 DL4107  ______________________________________________________________________
 DL4107* NAD 83(1986) POSITION- 44 52 35.8    (N) 091 51 15.6    (W)   HD_HELD2
 DL4107* NAVD 88 ORTHO HEIGHT -   272.460 (meters)      893.90  (feet) ADJUSTED
 DL4107  ______________________________________________________________________
 DL4107  GEOID HEIGHT    -        -30.672 (meters)                     GEOID18
 DL4107  DYNAMIC HEIGHT  -        272.433 (meters)      893.81  (feet) COMP
 DL4107  MODELED GRAVITY -    980,512.1   (mgal)                       NAVD 88
 DL4107
 DL4107  VERT ORDER      -  SECOND    CLASS I
 DL4107
 DL4107.The horizontal coordinates were established by autonomous hand held GPS
 DL4107.observations and have an estimated accuracy of +/- 10 meters.
 DL4107
 DL4107.The orthometric height was determined by differential leveling and
 DL4107.adjusted by the WI DEPT OF TRANSP
 DL4107.in May 2012.
 DL4107
 DL4107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4107.GEOID18 height accuracy estimate available here.
 DL4107
 DL4107.Click photographs - Photos may exist for this station.
 DL4107
 DL4107.The dynamic height is computed by dividing the NAVD 88
 DL4107.geopotential number by the normal gravity value computed on the
 DL4107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4107.degrees latitude (g = 980.6199 gals.).
 DL4107
 DL4107.The modeled gravity was interpolated from observed gravity values.
 DL4107
 DL4107;                    North         East    Units  Estimated Accuracy
 DL4107;SPC WI C     -   117,600.      453,500.      MT  (+/- 10 meters HH2 GPS)
 DL4107
 DL4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9048969881(NAD 83)
 DL4107
 DL4107                          SUPERSEDED SURVEY CONTROL
 DL4107
 DL4107.No superseded survey control is available for this station.
 DL4107
 DL4107_MARKER: DD = SURVEY DISK
 DL4107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4107_STAMPING: 5Q50 2005
 DL4107_MARK LOGO: WIDT
 DL4107_PROJECTION: RECESSED 15 CENTIMETERS
 DL4107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4107+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DL4107
 DL4107  HISTORY     - Date     Condition        Report By
 DL4107  HISTORY     - 2004     MONUMENTED       WIDT
 DL4107  HISTORY     - 20070719 GOOD             WIDT
 DL4107
 DL4107                          STATION DESCRIPTION
 DL4107
 DL4107'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4107'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTHWEST OF FALLS CITY,
 DL4107'3.2 MI (5.1 KM) EAST OF MENOMONIE AND 2.4 MI (3.9 KM) SOUTH-SOUTHWEST
 DL4107'OF RUSK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4107'
 DL4107'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 DL4107'HIGHWAY 29 WITH COUNTY HIGHWAY B TO THE NORTH AND 610TH STREET TO THE
 DL4107'SOUTH ABOUT 2 MI (3.2 KM) EAST OF THE CITY OF MENOMONIE, GO SOUTH ON
 DL4107'610TH STREET FOR 0.5 MI (0.8 KM) TO 550TH AVENUE ON THE LEFT, CONTINUE
 DL4107'SOUTH ON 610TH STREET FOR 0.15 MI (0.2 KM) FOR THE STATION ON THE
 DL4107'RIGHT.
 DL4107'
 DL4107'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4107'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4107'INCH) DIAMETER CONCRETE POST ABOUT 0.3 M (1.0 FT) LOWER THAN THE GRADE
 DL4107'OF THE ROAD PAVEMENT, 6.1 M (20.0 FT) WEST OF THE CENTERLINE OF 610TH
 DL4107'STREET, 15.3 M (50.2 FT) WEST-NORTHWEST OF A WHITE AND ORANGE FIBER
 DL4107'OPTIC CABLE WITNESS POST, AND 1.0 M (3.3 FT) NORTHEAST AND SOUTHEAST
 DL4107'OF A WHITE PLASTIC WITNESS POST.
 DL4107'
 DL4107'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4107'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4834 ***********************************************************************
 DJ4834  DESIGNATION -  5Q51
 DJ4834  PID         -  DJ4834
 DJ4834  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4834  COUNTRY     -  US
 DJ4834  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4834
 DJ4834                         *CURRENT SURVEY CONTROL
 DJ4834  ______________________________________________________________________
 DJ4834* NAD 83(1986) POSITION- 44 46 42.8    (N) 091 31 58.1    (W)   HD_HELD2
 DJ4834* NAVD 88 ORTHO HEIGHT -   243.156 (meters)      797.75  (feet) ADJUSTED
 DJ4834  ______________________________________________________________________
 DJ4834  GEOID HEIGHT    -        -30.876 (meters)                     GEOID18
 DJ4834  DYNAMIC HEIGHT  -        243.133 (meters)      797.68  (feet) COMP
 DJ4834  MODELED GRAVITY -    980,516.2   (mgal)                       NAVD 88
 DJ4834
 DJ4834  VERT ORDER      -  SECOND    CLASS I
 DJ4834
 DJ4834.The horizontal coordinates were established by autonomous hand held GPS
 DJ4834.observations and have an estimated accuracy of +/- 10 meters.
 DJ4834
 DJ4834.The orthometric height was determined by differential leveling and
 DJ4834.adjusted by the WI DEPT OF TRANSP
 DJ4834.in May 2012.
 DJ4834
 DJ4834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4834.GEOID18 height accuracy estimate available here.
 DJ4834
 DJ4834.Click photographs - Photos may exist for this station.
 DJ4834
 DJ4834.The dynamic height is computed by dividing the NAVD 88
 DJ4834.geopotential number by the normal gravity value computed on the
 DJ4834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4834.degrees latitude (g = 980.6199 gals.).
 DJ4834
 DJ4834.The modeled gravity was interpolated from observed gravity values.
 DJ4834
 DJ4834;                    North         East    Units  Estimated Accuracy
 DJ4834;SPC WI C     -   106,176.      478,693.      MT  (+/- 10 meters HH2 GPS)
 DJ4834
 DJ4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1608259398(NAD 83)
 DJ4834
 DJ4834                          SUPERSEDED SURVEY CONTROL
 DJ4834
 DJ4834  NAVD 88 (07/08/08)  243.143  (m)          797.71   (f) SUPERSEDED  2 1
 DJ4834
 DJ4834.Superseded values are not recommended for survey control.
 DJ4834
 DJ4834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4834.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4834
 DJ4834_MARKER: DD = SURVEY DISK
 DJ4834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ4834_SP_SET: BRIDGE COLUMN
 DJ4834_STAMPING: 5Q51 2005
 DJ4834_MARK LOGO: WIDT
 DJ4834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4834+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2011
 DJ4834
 DJ4834  HISTORY     - Date     Condition        Report By
 DJ4834  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4834  HISTORY     - 20061003 GOOD             WIDT
 DJ4834  HISTORY     - 20111110 GOOD             WIDT
 DJ4834  HISTORY     - 20150201 MARK NOT FOUND   WIDT
 DJ4834
 DJ4834                          STATION DESCRIPTION
 DJ4834
 DJ4834'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4834'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4834'STATE HIGHWAY 37 (EXIT 65) JUST SOUTHWEST OF THE CITY OF EAU CLAIRE.
 DJ4834'
 DJ4834'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4834'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE EAST FACE
 DJ4834'OF THE SOUTHERNMOST MEDIAN COLUMN SUPPORT FOR THE EASTBOUND INTERSTATE
 DJ4834'HIGHWAY 94 BRIDGE, ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DJ4834'
 DJ4834'THE STATION IS 9.3 M (30.5 FT) WEST OF THE CENTERLINE OF THE
 DJ4834'NORTHBOUND STATE HIGHWAY 37 AND 0.2 M (0.7 FT) SOUTH OF A WHITE
 DJ4834'PLASTIC WITNESS POST.
 DJ4834
 DJ4834                          STATION RECOVERY (2011)
 DJ4834
 DJ4834'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4834'RECOVERED IN GOOD CONDITION.
 DJ4834
 DJ4834                          STATION RECOVERY (2015)
 DJ4834
 DJ4834'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DJ4834'MARK NOT FOUND.
 DJ4834'
 DJ4834'A 2014 TRANSPORTATION IMPROVEMENT PROJECT WIDENED THE EASTBOUND
 DJ4834'INTERSTATE HIGHWAY 94 BRIDGE OVER STATE HIGHWAY 37.  THE PROJECT
 DJ4834'REQUIRED THE CONSTRUCTION OF AN ADDITIONAL MEDIAN COLUMN BUILT SOUTH
 DJ4834'OF THE EXISTING COLUMNS, THEREFORE, THE COLUMN WITH THE SURVEY DISK IS
 DJ4834'NOW THE SECOND MEDIAN COLUMN FROM THE SOUTH.  ADDITIONALLY, THE
 DJ4834'SURFACE OF THE EXISTING COLUMNS WAS REINFORCED WITH A COMBINATION OF
 DJ4834'HIGH TENSILE WOVEN FIBER AND EPOXY RESIN, ESTIMATED TO BE
 DJ4834'APPROXIMATELY 2 INCHES (5 CM) THICK.  THE SURVEY DISK MOST LIKELY
 DJ4834'REMAINS SET IN THE EAST FACE OF THE SECOND MEDIAN COLUMN FROM THE
 DJ4834'SOUTH, HOWEVER, NO LONGER ACCESSIBLE AND SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4653 ***********************************************************************
 DJ4653  DESIGNATION -  5Q52
 DJ4653  PID         -  DJ4653
 DJ4653  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4653  COUNTRY     -  US
 DJ4653  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4653
 DJ4653                         *CURRENT SURVEY CONTROL
 DJ4653  ______________________________________________________________________
 DJ4653* NAD 83(1986) POSITION- 44 47 57.8    (N) 091 30 01.2    (W)   HD_HELD2
 DJ4653* NAVD 88 ORTHO HEIGHT -   238.623 (meters)      782.88  (feet) ADJUSTED
 DJ4653  ______________________________________________________________________
 DJ4653  GEOID HEIGHT    -        -30.923 (meters)                     GEOID18
 DJ4653  DYNAMIC HEIGHT  -        238.601 (meters)      782.81  (feet) COMP
 DJ4653  MODELED GRAVITY -    980,518.3   (mgal)                       NAVD 88
 DJ4653
 DJ4653  VERT ORDER      -  SECOND    CLASS I
 DJ4653
 DJ4653.The horizontal coordinates were established by autonomous hand held GPS
 DJ4653.observations and have an estimated accuracy of +/- 10 meters.
 DJ4653
 DJ4653.The orthometric height was determined by differential leveling and
 DJ4653.adjusted by the WI DEPT OF TRANSP
 DJ4653.in May 2012.
 DJ4653
 DJ4653.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4653.GEOID18 height accuracy estimate available here.
 DJ4653
 DJ4653.Click photographs - Photos may exist for this station.
 DJ4653
 DJ4653.The dynamic height is computed by dividing the NAVD 88
 DJ4653.geopotential number by the normal gravity value computed on the
 DJ4653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4653.degrees latitude (g = 980.6199 gals.).
 DJ4653
 DJ4653.The modeled gravity was interpolated from observed gravity values.
 DJ4653
 DJ4653;                    North         East    Units  Estimated Accuracy
 DJ4653;SPC WI C     -   108,443.      481,305.      MT  (+/- 10 meters HH2 GPS)
 DJ4653
 DJ4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1860861759(NAD 83)
 DJ4653
 DJ4653                          SUPERSEDED SURVEY CONTROL
 DJ4653
 DJ4653  NAVD 88 (07/08/08)  238.610  (m)          782.84   (f) SUPERSEDED  2 1
 DJ4653
 DJ4653.Superseded values are not recommended for survey control.
 DJ4653
 DJ4653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4653.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4653
 DJ4653_MARKER: DD = SURVEY DISK
 DJ4653_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4653_SP_SET: BRIDGE ABUTMENT
 DJ4653_STAMPING: 5Q52 2005
 DJ4653_MARK LOGO: WIDT
 DJ4653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4653+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2006
 DJ4653
 DJ4653  HISTORY     - Date     Condition        Report By
 DJ4653  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4653  HISTORY     - 20060804 GOOD             WIDT
 DJ4653  HISTORY     - 20111202 GOOD             WIDT
 DJ4653
 DJ4653                          STATION DESCRIPTION
 DJ4653
 DJ4653'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4653'THE STATION IS LOCATED ON THE CAMPUS OF THE UNIVERSITY OF
 DJ4653'WISCONSIN-EAU CLAIRE, SET VERTICALLY IN THE SOUTH ABUTMENT OF THE
 DJ4653'PEDESTRIAN BRIDGE OVER THE CHIPPEWA RIVER.
 DJ4653'
 DJ4653'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 (CLAIREMONT
 DJ4653'AVENUE) WITH STATE HIGHWAY 37 (HENDRICKSON DRIVE) IN THE CITY OF EAU
 DJ4653'CLAIRE, GO EAST ON US HIGHWAY 12 (CLAIREMONT AVENUE) FOR 1.0 MI (1.6
 DJ4653'KM) TO PATTON STREET, TURN RIGHT AND GO SOUTH ON PATTON STREET FOR
 DJ4653'0.05 MI (0.1 KM) TO EAST LEXINGTON BOULEVARD, TURN RIGHT AND GO WEST
 DJ4653'ON EAST LEXINGTON BOULEVARD FOR 0.05 MI (0.1 KM) TO STATE STREET, TURN
 DJ4653'RIGHT AND GO NORTH ON STATE STREET FOR 0.45 MI (0.7 KM) TO GARFIELD
 DJ4653'AVENUE, TURN LEFT AND GO WEST ON GARFIELD AVENUE FOR 0.1 MI (0.2 KM)
 DJ4653'TO PARK AVENUE, CONTINUE WEST ON GARFIELD AVENUE FOR 0.2 MI (0.3 KM)
 DJ4653'TO THE SOUTH END OF THE PEDESTRIAN BRIDGE OVER THE CHIPPEWA RIVER AND
 DJ4653'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4653'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4653'VERTICALLY IN THE SOUTH FACE OF THE SOUTH ABUTMENT OF THE PEDESTRIAN
 DJ4653'BRIDGE, ABOUT 0.5 M (1.6 FT) ABOVE THE SIDEWALK PAVEMENT, 6.6 M (21.7
 DJ4653'FT) NORTH OF THE CENTERLINE OF GARFIELD AVENUE.  ---NOTE---NO WITNESS
 DJ4653'POST SET WITH THE STATION.  ---NOTE2---THIS STATION IS SET VERTICALLY
 DJ4653'AND NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4653
 DJ4653                          STATION RECOVERY (2011)
 DJ4653
 DJ4653'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4824 ***********************************************************************
 DJ4824  DESIGNATION -  5Q54 RESET
 DJ4824  PID         -  DJ4824
 DJ4824  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4824  COUNTRY     -  US
 DJ4824  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4824
 DJ4824                         *CURRENT SURVEY CONTROL
 DJ4824  ______________________________________________________________________
 DJ4824* NAD 83(1986) POSITION- 44 50 13.32   (N) 091 32 40.67   (W)   HD_HELD1
 DJ4824* NAVD 88 ORTHO HEIGHT -   282.813 (meters)      927.86  (feet) ADJUSTED
 DJ4824  ______________________________________________________________________
 DJ4824  GEOID HEIGHT    -        -30.868 (meters)                     GEOID18
 DJ4824  DYNAMIC HEIGHT  -        282.787 (meters)      927.78  (feet) COMP
 DJ4824  MODELED GRAVITY -    980,518.0   (mgal)                       NAVD 88
 DJ4824
 DJ4824  VERT ORDER      -  SECOND    CLASS I
 DJ4824
 DJ4824.The horizontal coordinates were determined by differentially corrected
 DJ4824.hand held GPS observations or other comparable positioning techniques
 DJ4824.and have an estimated accuracy of +/- 3 meters.
 DJ4824
 DJ4824.The orthometric height was determined by differential leveling and
 DJ4824.adjusted by the WI DEPT OF TRANSP
 DJ4824.in May 2012.
 DJ4824
 DJ4824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4824.GEOID18 height accuracy estimate available here.
 DJ4824
 DJ4824.Click photographs - Photos may exist for this station.
 DJ4824
 DJ4824.The dynamic height is computed by dividing the NAVD 88
 DJ4824.geopotential number by the normal gravity value computed on the
 DJ4824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4824.degrees latitude (g = 980.6199 gals.).
 DJ4824
 DJ4824.The modeled gravity was interpolated from observed gravity values.
 DJ4824
 DJ4824;                    North         East    Units  Estimated Accuracy
 DJ4824;SPC WI C     -   112,691.1     477,880.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4824
 DJ4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1503065877(NAD 83)
 DJ4824
 DJ4824                          SUPERSEDED SURVEY CONTROL
 DJ4824
 DJ4824  NAVD 88 (07/08/08)  282.800  (m)          927.82   (f) SUPERSEDED  2 1
 DJ4824
 DJ4824.Superseded values are not recommended for survey control.
 DJ4824
 DJ4824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4824.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4824
 DJ4824_MARKER: DD = SURVEY DISK
 DJ4824_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4824_SP_SET: BRIDGE PARAPET WALL
 DJ4824_STAMPING: 5Q54 2005 RESET 2006
 DJ4824_MARK LOGO: WIDT
 DJ4824_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4824+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2011
 DJ4824
 DJ4824  HISTORY     - Date     Condition        Report By
 DJ4824  HISTORY     - 20060720 MONUMENTED       WIDT
 DJ4824  HISTORY     - 20060808 GOOD             WIDT
 DJ4824  HISTORY     - 20111202 GOOD             WIDT
 DJ4824
 DJ4824                          STATION DESCRIPTION
 DJ4824
 DJ4824'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4824'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 312 (NORTH
 DJ4824'CROSSING) WITH US HIGHWAY 12 AND COUNTY HIGHWAY T (CLAIREMONT AVENUE)
 DJ4824'IN THE CITY OF EAU CLAIRE.
 DJ4824'
 DJ4824'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4824'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DJ4824'OF THE WEST PARAPET WALL OF THE SOUTHBOUND US HIGHWAY 12 BRIDGE
 DJ4824'--B-18-126-92--, ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DJ4824'
 DJ4824'THE STATION IS 5.1 M (16.7 FT) WEST OF THE CENTERLINE OF SOUTHBOUND US
 DJ4824'HIGHWAY 12 (CLAIREMONT AVENUE), 1.0 M (3.3 FT) SOUTH OF THE END POST
 DJ4824'OF A CYCLONE FENCE, AND 0.7 M (2.3 FT) NORTH-NORTHEAST OF A WHITE
 DJ4824'PLASTIC WITNESS POST.---NOTE---THE DISK --5Q54 2005-- WAS ORIGINALLY
 DJ4824'SET IN THE WING WALL OF THE BRIDGE IN MAY 2005.  A BRIDGE
 DJ4824'RECONSTRUCTION PROJECT RESULTED IN THE DISK --5Q54 2005 RESET 2006--
 DJ4824'BEING RESET IN THE CURRENT POSITION IN JULY 2006.  THE ELEVATION FOR
 DJ4824'THIS STATION IS DERIVED FROM LEVELING PERFORMED IN AUGUST 2006.
 DJ4824
 DJ4824                          STATION RECOVERY (2011)
 DJ4824
 DJ4824'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4824'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4825 ***********************************************************************
 DJ4825  DESIGNATION -  5Q55
 DJ4825  PID         -  DJ4825
 DJ4825  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4825  COUNTRY     -  US
 DJ4825  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4825
 DJ4825                         *CURRENT SURVEY CONTROL
 DJ4825  ______________________________________________________________________
 DJ4825* NAD 83(1986) POSITION- 44 50 37.60   (N) 091 33 59.55   (W)   HD_HELD1
 DJ4825* NAVD 88 ORTHO HEIGHT -   272.243 (meters)      893.18  (feet) ADJUSTED
 DJ4825  ______________________________________________________________________
 DJ4825  GEOID HEIGHT    -        -30.841 (meters)                     GEOID18
 DJ4825  DYNAMIC HEIGHT  -        272.218 (meters)      893.10  (feet) COMP
 DJ4825  MODELED GRAVITY -    980,518.7   (mgal)                       NAVD 88
 DJ4825
 DJ4825  VERT ORDER      -  SECOND    CLASS I
 DJ4825
 DJ4825.The horizontal coordinates were determined by differentially corrected
 DJ4825.hand held GPS observations or other comparable positioning techniques
 DJ4825.and have an estimated accuracy of +/- 3 meters.
 DJ4825
 DJ4825.The orthometric height was determined by differential leveling and
 DJ4825.adjusted by the WI DEPT OF TRANSP
 DJ4825.in May 2012.
 DJ4825
 DJ4825.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4825.GEOID18 height accuracy estimate available here.
 DJ4825
 DJ4825.Click photographs - Photos may exist for this station.
 DJ4825
 DJ4825.The dynamic height is computed by dividing the NAVD 88
 DJ4825.geopotential number by the normal gravity value computed on the
 DJ4825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4825.degrees latitude (g = 980.6199 gals.).
 DJ4825
 DJ4825.The modeled gravity was interpolated from observed gravity values.
 DJ4825
 DJ4825;                    North         East    Units  Estimated Accuracy
 DJ4825;SPC WI C     -   113,473.6     476,163.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4825
 DJ4825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1328566595(NAD 83)
 DJ4825
 DJ4825                          SUPERSEDED SURVEY CONTROL
 DJ4825
 DJ4825  NAVD 88 (07/08/08)  272.230  (m)          893.14   (f) SUPERSEDED  2 1
 DJ4825
 DJ4825.Superseded values are not recommended for survey control.
 DJ4825
 DJ4825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4825.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4825
 DJ4825_MARKER: DD = SURVEY DISK
 DJ4825_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4825_SP_SET: BOX CULVERT WINGWALL
 DJ4825_STAMPING: 5Q55 2005
 DJ4825_MARK LOGO: WIDT
 DJ4825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4825+STABILITY: SURFACE MOTION
 DJ4825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4825+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2006
 DJ4825
 DJ4825  HISTORY     - Date     Condition        Report By
 DJ4825  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4825  HISTORY     - 20061005 GOOD             WIDT
 DJ4825  HISTORY     - 20111202 GOOD             WIDT
 DJ4825
 DJ4825                          STATION DESCRIPTION
 DJ4825
 DJ4825'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4825'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 312 (NORTH
 DJ4825'CROSSING) WITH US HIGHWAY 12 AND COUNTY HIGHWAY T (CLAIREMONT AVENUE)
 DJ4825'IN THE CITY OF EAU CLAIRE, GO WEST ON US HIGHWAY 12 AND STATE HIGHWAY
 DJ4825'312 (NORTH CROSSING) FOR 1.25 MI (2.0 KM) TO A BOX CULVERT FOR SHERMAN
 DJ4825'CREEK AND THE STATION ON THE RIGHT.
 DJ4825'
 DJ4825'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4825'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4825'WALL OF THE NORTH END OF THE BOX CULVERT, ABOUT 2 M (6.6 FT) BELOW THE
 DJ4825'HIGHWAY PAVEMENT.
 DJ4825'
 DJ4825'THE STATION IS 11.5 M (37.7 FT) NORTH OF THE CENTERLINE OF WESTBOUND
 DJ4825'US HIGHWAY 12 AND STATE HIGHWAY 312 (NORTH CROSSING) AND 0.2 M (0.7
 DJ4825'FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4825
 DJ4825                          STATION RECOVERY (2011)
 DJ4825
 DJ4825'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4825'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4655 ***********************************************************************
 DJ4655  DESIGNATION -  5Q56
 DJ4655  PID         -  DJ4655
 DJ4655  STATE/COUNTY-  WI/CHIPPEWA
 DJ4655  COUNTRY     -  US
 DJ4655  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4655
 DJ4655                         *CURRENT SURVEY CONTROL
 DJ4655  ______________________________________________________________________
 DJ4655* NAD 83(1986) POSITION- 44 52 17.56   (N) 091 33 03.88   (W)   HD_HELD1
 DJ4655* NAVD 88 ORTHO HEIGHT -   275.884 (meters)      905.13  (feet) ADJUSTED
 DJ4655  ______________________________________________________________________
 DJ4655  GEOID HEIGHT    -        -30.859 (meters)                     GEOID18
 DJ4655  DYNAMIC HEIGHT  -        275.858 (meters)      905.04  (feet) COMP
 DJ4655  MODELED GRAVITY -    980,515.9   (mgal)                       NAVD 88
 DJ4655
 DJ4655  VERT ORDER      -  SECOND    CLASS I
 DJ4655
 DJ4655.The horizontal coordinates were determined by differentially corrected
 DJ4655.hand held GPS observations or other comparable positioning techniques
 DJ4655.and have an estimated accuracy of +/- 3 meters.
 DJ4655
 DJ4655.The orthometric height was determined by differential leveling and
 DJ4655.adjusted by the WI DEPT OF TRANSP
 DJ4655.in May 2012.
 DJ4655
 DJ4655.No vertical observational check was made to the station.
 DJ4655
 DJ4655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4655.GEOID18 height accuracy estimate available here.
 DJ4655
 DJ4655.Click photographs - Photos may exist for this station.
 DJ4655
 DJ4655.The dynamic height is computed by dividing the NAVD 88
 DJ4655.geopotential number by the normal gravity value computed on the
 DJ4655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4655.degrees latitude (g = 980.6199 gals.).
 DJ4655
 DJ4655.The modeled gravity was interpolated from observed gravity values.
 DJ4655
 DJ4655;                    North         East    Units  Estimated Accuracy
 DJ4655;SPC WI C     -   116,535.1     477,444.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4655
 DJ4655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1445269701(NAD 83)
 DJ4655
 DJ4655                          SUPERSEDED SURVEY CONTROL
 DJ4655
 DJ4655  NAVD 88 (07/08/08)  275.871  (m)          905.09   (f) SUPERSEDED  2 1
 DJ4655
 DJ4655.Superseded values are not recommended for survey control.
 DJ4655
 DJ4655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4655.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4655
 DJ4655_MARKER: DD = SURVEY DISK
 DJ4655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4655_STAMPING: 5Q56 2005
 DJ4655_MARK LOGO: WIDT
 DJ4655_PROJECTION: FLUSH
 DJ4655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4655+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2011
 DJ4655
 DJ4655  HISTORY     - Date     Condition        Report By
 DJ4655  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4655  HISTORY     - 20060722 GOOD             WIDT
 DJ4655  HISTORY     - 20070726 GOOD             WIDT
 DJ4655  HISTORY     - 20111110 GOOD             WIDT
 DJ4655
 DJ4655                          STATION DESCRIPTION
 DJ4655
 DJ4655'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4655'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4655'HIGHWAY T (EXIT 69) ABOUT 5 MI (8.0 KM) NORTH-NORTHWEST OF THE CITY OF
 DJ4655'EAU CLAIRE, GO SOUTH ON COUNTY HIGHWAY T FOR 1.55 MI (2.5 KM) TO 20TH
 DJ4655'AVENUE (MCCOMBS ROAD), TURN RIGHT AND GO WEST ON 20TH AVENUE (MCCOMBS
 DJ4655'ROAD) FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 DJ4655'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4655'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4655'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DJ4655'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.6 M (28.2 FT) SOUTH OF
 DJ4655'THE CENTERLINE OF 20TH AVENUE (MCCOMBS ROAD), 31 M (101.7 FT) EAST OF
 DJ4655'THE SOUTH END OF THE EASTERNMOST OF THREE 2 M (6.6 FT) DIAMETER
 DJ4655'CORRUGATED METAL CULVERT PIPES, 2 M (6.6 FT) NORTH OF AN AGRICULTURAL
 DJ4655'FIELD, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE
 DJ4655'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4655'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4655
 DJ4655                          STATION RECOVERY (2007)
 DJ4655
 DJ4655'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 DJ4655'RECOVERED AS DESCRIBED.
 DJ4655
 DJ4655                          STATION RECOVERY (2011)
 DJ4655
 DJ4655'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4178 ***********************************************************************
 DL4178  DESIGNATION -  5Q57
 DL4178  PID         -  DL4178
 DL4178  STATE/COUNTY-  WI/DUNN
 DL4178  COUNTRY     -  US
 DL4178  USGS QUAD   -  COLFAX SOUTH (2018)
 DL4178
 DL4178                         *CURRENT SURVEY CONTROL
 DL4178  ______________________________________________________________________
 DL4178* NAD 83(1986) POSITION- 44 55 56.26   (N) 091 42 09.20   (W)   HD_HELD1
 DL4178* NAVD 88 ORTHO HEIGHT -   311.772 (meters)     1022.87  (feet) ADJUSTED
 DL4178  ______________________________________________________________________
 DL4178  GEOID HEIGHT    -        -30.697 (meters)                     GEOID18
 DL4178  DYNAMIC HEIGHT  -        311.745 (meters)     1022.78  (feet) COMP
 DL4178  MODELED GRAVITY -    980,522.8   (mgal)                       NAVD 88
 DL4178
 DL4178  VERT ORDER      -  SECOND    CLASS I
 DL4178
 DL4178.The horizontal coordinates were determined by differentially corrected
 DL4178.hand held GPS observations or other comparable positioning techniques
 DL4178.and have an estimated accuracy of +/- 3 meters.
 DL4178
 DL4178.The orthometric height was determined by differential leveling and
 DL4178.adjusted by the WI DEPT OF TRANSP
 DL4178.in May 2012.
 DL4178
 DL4178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4178.GEOID18 height accuracy estimate available here.
 DL4178
 DL4178.Click photographs - Photos may exist for this station.
 DL4178
 DL4178.The dynamic height is computed by dividing the NAVD 88
 DL4178.geopotential number by the normal gravity value computed on the
 DL4178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4178.degrees latitude (g = 980.6199 gals.).
 DL4178
 DL4178.The modeled gravity was interpolated from observed gravity values.
 DL4178
 DL4178;                    North         East    Units  Estimated Accuracy
 DL4178;SPC WI C     -   123,524.2     465,618.6     MT  (+/- 3 meters HH1 GPS) 
 DL4178
 DL4178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0237876247(NAD 83)
 DL4178
 DL4178                          SUPERSEDED SURVEY CONTROL
 DL4178
 DL4178.No superseded survey control is available for this station.
 DL4178
 DL4178_MARKER: DD = SURVEY DISK
 DL4178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4178_STAMPING: 5Q57 2005
 DL4178_MARK LOGO: WIDT
 DL4178_PROJECTION: FLUSH
 DL4178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4178+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2007
 DL4178
 DL4178  HISTORY     - Date     Condition        Report By
 DL4178  HISTORY     - 2004     MONUMENTED       WIDT
 DL4178  HISTORY     - 20070910 GOOD             WIDT
 DL4178
 DL4178                          STATION DESCRIPTION
 DL4178
 DL4178'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4178'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST-SOUTHWEST OF
 DL4178'ALBERTVILLE, 4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF COLFAX AND 4.1 MI (6.6
 DL4178'KM) NORTH OF ELK MOUND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4178'
 DL4178'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 WITH COUNTY
 DL4178'HIGHWAY E TO THE WEST AND 690TH AVENUE TO THE EAST ABOUT 4 MI (6.4 KM)
 DL4178'NORTHWEST OF THE VILLAGE OF ELK MOUND, GO EAST ON 690TH AVENUE FOR
 DL4178'1.15 MI (1.9 KM) TO 910TH STREET (FAIRWAY ROAD) ON THE LEFT.  TURN
 DL4178'LEFT AND GO NORTH ON 910TH STREET (FAIRWAY ROAD) FOR 0.3 MI (0.5 KM)
 DL4178'TO THE STATION ON THE LEFT.
 DL4178'
 DL4178'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4178'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4178'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 7.1 M
 DL4178'(23.3 FT) WEST OF THE CENTERLINE OF 910TH STREET (FAIRWAY ROAD), 17.4
 DL4178'M (57.1 FT) NORTHWEST OF A POWER POLE, 15 M (49.2 FT) NORTH OF THE
 DL4178'EXTENDED CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) WEST, NORTHEAST
 DL4178'AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4178'
 DL4178'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4178'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4176 ***********************************************************************
 DL4176  DESIGNATION -  5Q58
 DL4176  PID         -  DL4176
 DL4176  STATE/COUNTY-  WI/DUNN
 DL4176  COUNTRY     -  US
 DL4176  USGS QUAD   -  COLFAX SOUTH (2018)
 DL4176
 DL4176                         *CURRENT SURVEY CONTROL
 DL4176  ______________________________________________________________________
 DL4176* NAD 83(1986) POSITION- 44 58 58.47   (N) 091 42 11.65   (W)   HD_HELD1
 DL4176* NAVD 88 ORTHO HEIGHT -   303.263 (meters)      994.96  (feet) ADJUSTED
 DL4176  ______________________________________________________________________
 DL4176  GEOID HEIGHT    -        -30.767 (meters)                     GEOID18
 DL4176  DYNAMIC HEIGHT  -        303.234 (meters)      994.86  (feet) COMP
 DL4176  MODELED GRAVITY -    980,512.8   (mgal)                       NAVD 88
 DL4176
 DL4176  VERT ORDER      -  SECOND    CLASS I
 DL4176
 DL4176.The horizontal coordinates were determined by differentially corrected
 DL4176.hand held GPS observations or other comparable positioning techniques
 DL4176.and have an estimated accuracy of +/- 3 meters.
 DL4176
 DL4176.The orthometric height was determined by differential leveling and
 DL4176.adjusted by the WI DEPT OF TRANSP
 DL4176.in May 2012.
 DL4176
 DL4176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4176.GEOID18 height accuracy estimate available here.
 DL4176
 DL4176.Click photographs - Photos may exist for this station.
 DL4176
 DL4176.The dynamic height is computed by dividing the NAVD 88
 DL4176.geopotential number by the normal gravity value computed on the
 DL4176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4176.degrees latitude (g = 980.6199 gals.).
 DL4176
 DL4176.The modeled gravity was interpolated from observed gravity values.
 DL4176
 DL4176;                    North         East    Units  Estimated Accuracy
 DL4176;SPC WI C     -   129,148.5     465,682.9     MT  (+/- 3 meters HH1 GPS) 
 DL4176
 DL4176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0223581869(NAD 83)
 DL4176
 DL4176                          SUPERSEDED SURVEY CONTROL
 DL4176
 DL4176.No superseded survey control is available for this station.
 DL4176
 DL4176_MARKER: DD = SURVEY DISK
 DL4176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4176_STAMPING: 5Q58 2005
 DL4176_MARK LOGO: WIDT
 DL4176_PROJECTION: FLUSH
 DL4176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4176+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2007
 DL4176
 DL4176  HISTORY     - Date     Condition        Report By
 DL4176  HISTORY     - 2004     MONUMENTED       WIDT
 DL4176  HISTORY     - 20070905 GOOD             WIDT
 DL4176
 DL4176                          STATION DESCRIPTION
 DL4176
 DL4176'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4176'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST OF
 DL4176'NORTON, 5.3 MI (8.5 KM) WEST-NORTHWEST OF ALBERTVILLE AND 1.5 MI (2.4
 DL4176'KM) SOUTHEAST OF COLFAX.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4176'
 DL4176'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 (UNIVERSITY
 DL4176'AVENUE) WITH COUNTY HIGHWAY M IN THE VILLAGE OF COLFAX, GO SOUTH ON
 DL4176'COUNTY HIGHWAY M FOR 0.75 MI (1.2 KM) TO 860TH AVENUE (BORDER ROAD) ON
 DL4176'THE RIGHT.  CONTINUE SOUTH THEN EAST ON COUNTY HIGHWAY M FOR 0.9 MI
 DL4176'(1.4 KM) TO THE STATION ON THE RIGHT.
 DL4176'
 DL4176'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4176'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4176'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4176'9.4 M (30.8 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY M, 57 M
 DL4176'(187.0 FT) WEST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE NUMBER
 DL4176'N8424, 57 M (187.0 FT) EAST OF A GRAVEL ENTRANCE TO A FARM SHED, 1.0 M
 DL4176'(3.3 FT) SOUTH, NORTHEAST AND NORTHWEST OF A WHITE PLASTIC WITNESS
 DL4176'POST AND 0.8 M (2.6 FT) NORTH OF A WIRE FENCE.
 DL4176'
 DL4176'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4176'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4923 ***********************************************************************
 DJ4923  DESIGNATION -  5R01
 DJ4923  PID         -  DJ4923
 DJ4923  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4923  COUNTRY     -  US
 DJ4923  USGS QUAD   -  ELK CREEK (2018)
 DJ4923
 DJ4923                         *CURRENT SURVEY CONTROL
 DJ4923  ______________________________________________________________________
 DJ4923* NAD 83(1986) POSITION- 44 27 41.1    (N) 091 24 51.1    (W)   HD_HELD2
 DJ4923* NAVD 88 ORTHO HEIGHT -   261.803 (meters)      858.93  (feet) ADJUSTED
 DJ4923  ______________________________________________________________________
 DJ4923  GEOID HEIGHT    -        -31.077 (meters)                     GEOID18
 DJ4923  DYNAMIC HEIGHT  -        261.773 (meters)      858.83  (feet) COMP
 DJ4923  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 DJ4923
 DJ4923  VERT ORDER      -  SECOND    CLASS I
 DJ4923
 DJ4923.The horizontal coordinates were established by autonomous hand held GPS
 DJ4923.observations and have an estimated accuracy of +/- 10 meters.
 DJ4923
 DJ4923.The orthometric height was determined by differential leveling and
 DJ4923.adjusted by the WI DEPT OF TRANSP
 DJ4923.in May 2012.
 DJ4923
 DJ4923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4923.GEOID18 height accuracy estimate available here.
 DJ4923
 DJ4923.Click photographs - Photos may exist for this station.
 DJ4923
 DJ4923.The dynamic height is computed by dividing the NAVD 88
 DJ4923.geopotential number by the normal gravity value computed on the
 DJ4923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4923.degrees latitude (g = 980.6199 gals.).
 DJ4923
 DJ4923.The modeled gravity was interpolated from observed gravity values.
 DJ4923
 DJ4923;                    North         East    Units  Estimated Accuracy
 DJ4923;SPC WI C     -    70,771.      487,465.      MT  (+/- 10 meters HH2 GPS)
 DJ4923
 DJ4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2615124346(NAD 83)
 DJ4923
 DJ4923                          SUPERSEDED SURVEY CONTROL
 DJ4923
 DJ4923  NAVD 88 (07/08/08)  261.792  (m)          858.90   (f) SUPERSEDED  2 1
 DJ4923
 DJ4923.Superseded values are not recommended for survey control.
 DJ4923
 DJ4923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4923.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4923
 DJ4923_MARKER: DD = SURVEY DISK
 DJ4923_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4923_SP_SET: BRIDGE PARAPET WALL
 DJ4923_STAMPING: 5R01 2005
 DJ4923_MARK LOGO: WIDT
 DJ4923_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4923+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DJ4923
 DJ4923  HISTORY     - Date     Condition        Report By
 DJ4923  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4923  HISTORY     - 20060630 GOOD             WIDT
 DJ4923  HISTORY     - 20111019 GOOD             WIDT
 DJ4923
 DJ4923                          STATION DESCRIPTION
 DJ4923
 DJ4923'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4923'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4923'HIGHWAY E ABOUT 5 MI (8.0 KM) NORTH OF THE CITY OF INDEPENDENCE, GO
 DJ4923'NORTH ON STATE HIGHWAY 93 FOR 2.5 MI (4.0 KM) TO A BRIDGE OVER CHIMNEY
 DJ4923'ROCK CREEK AND THE STATION ON THE RIGHT.
 DJ4923'
 DJ4923'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4923'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST
 DJ4923'PARAPET WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-61-52-71--, ABOUT
 DJ4923'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT,
 DJ4923'
 DJ4923'7.4 M (24.3 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 93.
 DJ4923'
 DJ4923'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4923
 DJ4923                          STATION RECOVERY (2011)
 DJ4923
 DJ4923'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4923'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4597 ***********************************************************************
 DJ4597  DESIGNATION -  5R02
 DJ4597  PID         -  DJ4597
 DJ4597  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4597  COUNTRY     -  US
 DJ4597  USGS QUAD   -  STRUM (2018)
 DJ4597
 DJ4597                         *CURRENT SURVEY CONTROL
 DJ4597  ______________________________________________________________________
 DJ4597* NAD 83(1986) POSITION- 44 30 11.3    (N) 091 25 22.4    (W)   HD_HELD2
 DJ4597* NAVD 88 ORTHO HEIGHT -   280.095 (meters)      918.95  (feet) ADJUSTED
 DJ4597  ______________________________________________________________________
 DJ4597  GEOID HEIGHT    -        -31.042 (meters)                     GEOID18
 DJ4597  DYNAMIC HEIGHT  -        280.062 (meters)      918.84  (feet) COMP
 DJ4597  MODELED GRAVITY -    980,493.5   (mgal)                       NAVD 88
 DJ4597
 DJ4597  VERT ORDER      -  SECOND    CLASS I
 DJ4597
 DJ4597.The horizontal coordinates were established by autonomous hand held GPS
 DJ4597.observations and have an estimated accuracy of +/- 10 meters.
 DJ4597
 DJ4597.The orthometric height was determined by differential leveling and
 DJ4597.adjusted by the WI DEPT OF TRANSP
 DJ4597.in May 2012.
 DJ4597
 DJ4597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4597.GEOID18 height accuracy estimate available here.
 DJ4597
 DJ4597.Click photographs - Photos may exist for this station.
 DJ4597
 DJ4597.The dynamic height is computed by dividing the NAVD 88
 DJ4597.geopotential number by the normal gravity value computed on the
 DJ4597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4597.degrees latitude (g = 980.6199 gals.).
 DJ4597
 DJ4597.The modeled gravity was interpolated from observed gravity values.
 DJ4597
 DJ4597;                    North         East    Units  Estimated Accuracy
 DJ4597;SPC WI C     -    75,419.      486,854.      MT  (+/- 10 meters HH2 GPS)
 DJ4597
 DJ4597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2537028967(NAD 83)
 DJ4597
 DJ4597                          SUPERSEDED SURVEY CONTROL
 DJ4597
 DJ4597  NAVD 88 (07/08/08)  280.084  (m)          918.91   (f) SUPERSEDED  2 1
 DJ4597
 DJ4597.Superseded values are not recommended for survey control.
 DJ4597
 DJ4597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4597.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4597
 DJ4597_MARKER: DD = SURVEY DISK
 DJ4597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4597_STAMPING: 5R02 2005
 DJ4597_MARK LOGO: WIDT
 DJ4597_PROJECTION: FLUSH
 DJ4597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4597+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DJ4597
 DJ4597  HISTORY     - Date     Condition        Report By
 DJ4597  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4597  HISTORY     - 20060711 GOOD             WIDT
 DJ4597  HISTORY     - 20111019 GOOD             WIDT
 DJ4597
 DJ4597                          STATION DESCRIPTION
 DJ4597
 DJ4597'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4597'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4597'HIGHWAY H ABOUT 6 MI (9.7 KM) SOUTHEAST OF THE VILLAGE OF ELEVA.  THE
 DJ4597'STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4597'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4597'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DJ4597'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 20.6 M (67.6 FT)
 DJ4597'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 93, 17 M (55.8 FT)
 DJ4597'NORTHEAST OF A BARBED WIRE FENCE, 10 M (32.8 FT) NORTHWEST OF A FIELD
 DJ4597'ENTRANCE, 9.2 M (30.2 FT) SOUTHWEST OF A 45-CM (18 INCH) DIAMETER
 DJ4597'CORRUGATED METAL CULVERT PIPE, AND 1.0 M (3.3 FT) EAST, NORTHWEST AND
 DJ4597'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4597'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4597'HORIZON.
 DJ4597
 DJ4597                          STATION RECOVERY (2011)
 DJ4597
 DJ4597'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4598 ***********************************************************************
 DJ4598  DESIGNATION -  5R03
 DJ4598  PID         -  DJ4598
 DJ4598  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4598  COUNTRY     -  US
 DJ4598  USGS QUAD   -  STRUM (2018)
 DJ4598
 DJ4598                         *CURRENT SURVEY CONTROL
 DJ4598  ______________________________________________________________________
 DJ4598* NAD 83(1986) POSITION- 44 31 00.3    (N) 091 26 49.5    (W)   HD_HELD2
 DJ4598* NAVD 88 ORTHO HEIGHT -   318.938 (meters)     1046.38  (feet) ADJUSTED
 DJ4598  ______________________________________________________________________
 DJ4598  GEOID HEIGHT    -        -30.998 (meters)                     GEOID18
 DJ4598  DYNAMIC HEIGHT  -        318.902 (meters)     1046.26  (feet) COMP
 DJ4598  MODELED GRAVITY -    980,493.4   (mgal)                       NAVD 88
 DJ4598
 DJ4598  VERT ORDER      -  SECOND    CLASS I
 DJ4598
 DJ4598.The horizontal coordinates were established by autonomous hand held GPS
 DJ4598.observations and have an estimated accuracy of +/- 10 meters.
 DJ4598
 DJ4598.The orthometric height was determined by differential leveling and
 DJ4598.adjusted by the WI DEPT OF TRANSP
 DJ4598.in May 2012.
 DJ4598
 DJ4598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4598.GEOID18 height accuracy estimate available here.
 DJ4598
 DJ4598.Click photographs - Photos may exist for this station.
 DJ4598
 DJ4598.The dynamic height is computed by dividing the NAVD 88
 DJ4598.geopotential number by the normal gravity value computed on the
 DJ4598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4598.degrees latitude (g = 980.6199 gals.).
 DJ4598
 DJ4598.The modeled gravity was interpolated from observed gravity values.
 DJ4598
 DJ4598;                    North         East    Units  Estimated Accuracy
 DJ4598;SPC WI C     -    76,965.      484,958.      MT  (+/- 10 meters HH2 GPS)
 DJ4598
 DJ4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2341830442(NAD 83)
 DJ4598
 DJ4598                          SUPERSEDED SURVEY CONTROL
 DJ4598
 DJ4598  NAVD 88 (07/08/08)  318.927  (m)         1046.35   (f) SUPERSEDED  2 1
 DJ4598
 DJ4598.Superseded values are not recommended for survey control.
 DJ4598
 DJ4598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4598.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4598
 DJ4598_MARKER: DD = SURVEY DISK
 DJ4598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4598_STAMPING: 5R03 2005
 DJ4598_MARK LOGO: WIDT
 DJ4598_PROJECTION: FLUSH
 DJ4598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4598+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DJ4598
 DJ4598  HISTORY     - Date     Condition        Report By
 DJ4598  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4598  HISTORY     - 20060711 GOOD             WIDT
 DJ4598  HISTORY     - 20111019 GOOD             WIDT
 DJ4598
 DJ4598                          STATION DESCRIPTION
 DJ4598
 DJ4598'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4598'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4598'HIGHWAY H ABOUT 6 MI (9.7 KM) SOUTHEAST OF THE VILLAGE OF ELEVA, GO
 DJ4598'NORTHWEST ON STATE HIGHWAY 93 FOR 1.5 MI (2.4 KM) TO HOLDEN ROAD ON
 DJ4598'THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS A WISCONSIN
 DJ4598'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL DISK SET IN THE
 DJ4598'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED
 DJ4598'IN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DJ4598'STATION IS 16.6 M (54.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF STATE
 DJ4598'HIGHWAY 93, 40 M (131.2 FT) SOUTHEAST OF THE CENTERLINE OF HOLDEN
 DJ4598'ROAD, 19 M (62.3 FT) NORTHWEST OF A WOOD POST FOR A --HOLDEN ROAD--
 DJ4598'SIGN, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE
 DJ4598'PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DJ4598'OBSERVATIONS.
 DJ4598
 DJ4598                          STATION RECOVERY (2011)
 DJ4598
 DJ4598'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4598'NOTE - - BRUSH AND TREES TO SOUTH OBSTRUCT HORIZON.  NOT SUITABLE FOR
 DJ4598'GPS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4599 ***********************************************************************
 DJ4599  DESIGNATION -  5R04
 DJ4599  PID         -  DJ4599
 DJ4599  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4599  COUNTRY     -  US
 DJ4599  USGS QUAD   -  STRUM (2018)
 DJ4599
 DJ4599                         *CURRENT SURVEY CONTROL
 DJ4599  ______________________________________________________________________
 DJ4599* NAD 83(1986) POSITION- 44 32 40.5    (N) 091 25 39.3    (W)   HD_HELD2
 DJ4599* NAVD 88 ORTHO HEIGHT -   293.053 (meters)      961.46  (feet) ADJUSTED
 DJ4599  ______________________________________________________________________
 DJ4599  GEOID HEIGHT    -        -31.034 (meters)                     GEOID18
 DJ4599  DYNAMIC HEIGHT  -        293.020 (meters)      961.35  (feet) COMP
 DJ4599  MODELED GRAVITY -    980,495.1   (mgal)                       NAVD 88
 DJ4599
 DJ4599  VERT ORDER      -  SECOND    CLASS I
 DJ4599
 DJ4599.The horizontal coordinates were established by autonomous hand held GPS
 DJ4599.observations and have an estimated accuracy of +/- 10 meters.
 DJ4599
 DJ4599.The orthometric height was determined by differential leveling and
 DJ4599.adjusted by the WI DEPT OF TRANSP
 DJ4599.in May 2012.
 DJ4599
 DJ4599.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4599.GEOID18 height accuracy estimate available here.
 DJ4599
 DJ4599.Click photographs - Photos may exist for this station.
 DJ4599
 DJ4599.The dynamic height is computed by dividing the NAVD 88
 DJ4599.geopotential number by the normal gravity value computed on the
 DJ4599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4599.degrees latitude (g = 980.6199 gals.).
 DJ4599
 DJ4599.The modeled gravity was interpolated from observed gravity values.
 DJ4599
 DJ4599;                    North         East    Units  Estimated Accuracy
 DJ4599;SPC WI C     -    80,030.      486,562.      MT  (+/- 10 meters HH2 GPS)
 DJ4599
 DJ4599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2490833563(NAD 83)
 DJ4599
 DJ4599                          SUPERSEDED SURVEY CONTROL
 DJ4599
 DJ4599  NAVD 88 (07/08/08)  293.042  (m)          961.42   (f) SUPERSEDED  2 1
 DJ4599
 DJ4599.Superseded values are not recommended for survey control.
 DJ4599
 DJ4599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4599.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4599
 DJ4599_MARKER: DD = SURVEY DISK
 DJ4599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4599_STAMPING: 5R04 2005
 DJ4599_MARK LOGO: WIDT
 DJ4599_PROJECTION: FLUSH
 DJ4599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4599+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DJ4599
 DJ4599  HISTORY     - Date     Condition        Report By
 DJ4599  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4599  HISTORY     - 20060712 GOOD             WIDT
 DJ4599  HISTORY     - 20111019 GOOD             WIDT
 DJ4599
 DJ4599                          STATION DESCRIPTION
 DJ4599
 DJ4599'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4599'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D (5TH
 DJ4599'AVENUE) WITH COUNTY HIGHWAY V (HAWTHORN STREET) IN THE VILLAGE OF
 DJ4599'STRUM, GO WEST ON COUNTY HIGHWAY V (HAWTHORN STREET) FOR 1.8 MI (2.9
 DJ4599'KM) TO BOCKUS ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON BOCKUS ROAD
 DJ4599'FOR 0.55 MI (0.9 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DJ4599'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4599'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST
 DJ4599'(ATTACHED TO BEDROCK 1.4 M (4.6 FT) DEEP), LOCATED WITHIN THE
 DJ4599'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE ROAD PAVEMENT.  THE STATION
 DJ4599'IS 9.1 M (29.9 FT) EAST OF THE CENTERLINE OF BOCKUS ROAD, 31 M (101.7
 DJ4599'FT) NORTH OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT)
 DJ4599'WEST OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DJ4599'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4599'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4599'HORIZON.
 DJ4599
 DJ4599                          STATION RECOVERY (2011)
 DJ4599
 DJ4599'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4857 ***********************************************************************
 DJ4857  DESIGNATION -  5R05
 DJ4857  PID         -  DJ4857
 DJ4857  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4857  COUNTRY     -  US
 DJ4857  USGS QUAD   -  STRUM (2018)
 DJ4857
 DJ4857                         *CURRENT SURVEY CONTROL
 DJ4857  ______________________________________________________________________
 DJ4857* NAD 83(1986) POSITION- 44 33 50.8    (N) 091 25 59.3    (W)   HD_HELD2
 DJ4857* NAVD 88 ORTHO HEIGHT -   265.424 (meters)      870.81  (feet) ADJUSTED
 DJ4857  ______________________________________________________________________
 DJ4857  GEOID HEIGHT    -        -31.028 (meters)                     GEOID18
 DJ4857  DYNAMIC HEIGHT  -        265.394 (meters)      870.71  (feet) COMP
 DJ4857  MODELED GRAVITY -    980,495.7   (mgal)                       NAVD 88
 DJ4857
 DJ4857  VERT ORDER      -  SECOND    CLASS I
 DJ4857
 DJ4857.The horizontal coordinates were established by autonomous hand held GPS
 DJ4857.observations and have an estimated accuracy of +/- 10 meters.
 DJ4857
 DJ4857.The orthometric height was determined by differential leveling and
 DJ4857.adjusted by the WI DEPT OF TRANSP
 DJ4857.in May 2012.
 DJ4857
 DJ4857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4857.GEOID18 height accuracy estimate available here.
 DJ4857
 DJ4857.Click photographs - Photos may exist for this station.
 DJ4857
 DJ4857.The dynamic height is computed by dividing the NAVD 88
 DJ4857.geopotential number by the normal gravity value computed on the
 DJ4857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4857.degrees latitude (g = 980.6199 gals.).
 DJ4857
 DJ4857.The modeled gravity was interpolated from observed gravity values.
 DJ4857
 DJ4857;                    North         East    Units  Estimated Accuracy
 DJ4857;SPC WI C     -    82,207.      486,159.      MT  (+/- 10 meters HH2 GPS)
 DJ4857
 DJ4857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2442535724(NAD 83)
 DJ4857
 DJ4857                          SUPERSEDED SURVEY CONTROL
 DJ4857
 DJ4857  NAVD 88 (07/08/08)  265.413  (m)          870.78   (f) SUPERSEDED  2 1
 DJ4857
 DJ4857.Superseded values are not recommended for survey control.
 DJ4857
 DJ4857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4857.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4857
 DJ4857_MARKER: DD = SURVEY DISK
 DJ4857_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4857_SP_SET: BRIDGE ABUTMENT
 DJ4857_STAMPING: 5R05 2005
 DJ4857_MARK LOGO: WIDT
 DJ4857_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4857+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DJ4857
 DJ4857  HISTORY     - Date     Condition        Report By
 DJ4857  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4857  HISTORY     - 20060713 GOOD             WIDT
 DJ4857  HISTORY     - 20111019 GOOD             WIDT
 DJ4857
 DJ4857                          STATION DESCRIPTION
 DJ4857
 DJ4857'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4857'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (MONDOVI
 DJ4857'STREET) WITH STATE HIGHWAY 93 (EAU CLAIRE ROAD) IN THE VILLAGE OF
 DJ4857'ELEVA, GO EAST ON US HIGHWAY 10 FOR 1.9 MI (3.1 KM) TO STERRY ROAD ON
 DJ4857'THE LEFT AND MISSELL ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 DJ4857'MISSELL ROAD FOR 0.3 MI (0.5 KM) TO A BRIDGE OVER THE BUFFALO RIVER
 DJ4857'AND THE STATION ON THE RIGHT.
 DJ4857'
 DJ4857'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4857'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DJ4857'THE NORTH ABUTMENT OF THE BRIDGE --B-61-97-87--, ABOUT LEVEL WITH THE
 DJ4857'ROAD PAVEMENT.
 DJ4857'
 DJ4857'THE STATION IS 4.0 M (13.1 FT) WEST OF THE CENTERLINE OF MISSELL ROAD
 DJ4857'AND 0.3 M (1.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4857
 DJ4857                          STATION RECOVERY (2011)
 DJ4857
 DJ4857'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4602 ***********************************************************************
 DJ4602  DESIGNATION -  5R06
 DJ4602  PID         -  DJ4602
 DJ4602  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4602  COUNTRY     -  US
 DJ4602  USGS QUAD   -  STRUM (2018)
 DJ4602
 DJ4602                         *CURRENT SURVEY CONTROL
 DJ4602  ______________________________________________________________________
 DJ4602* NAD 83(1986) POSITION- 44 36 27.23   (N) 091 27 01.55   (W)   HD_HELD1
 DJ4602* NAVD 88 ORTHO HEIGHT -   317.451 (meters)     1041.50  (feet) ADJUSTED
 DJ4602  ______________________________________________________________________
 DJ4602  GEOID HEIGHT    -        -30.992 (meters)                     GEOID18
 DJ4602  DYNAMIC HEIGHT  -        317.416 (meters)     1041.39  (feet) COMP
 DJ4602  MODELED GRAVITY -    980,497.4   (mgal)                       NAVD 88
 DJ4602
 DJ4602  VERT ORDER      -  SECOND    CLASS I
 DJ4602
 DJ4602.The horizontal coordinates were determined by differentially corrected
 DJ4602.hand held GPS observations or other comparable positioning techniques
 DJ4602.and have an estimated accuracy of +/- 3 meters.
 DJ4602
 DJ4602.The orthometric height was determined by differential leveling and
 DJ4602.adjusted by the WI DEPT OF TRANSP
 DJ4602.in May 2012.
 DJ4602
 DJ4602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4602.GEOID18 height accuracy estimate available here.
 DJ4602
 DJ4602.Click photographs - Photos may exist for this station.
 DJ4602
 DJ4602.The dynamic height is computed by dividing the NAVD 88
 DJ4602.geopotential number by the normal gravity value computed on the
 DJ4602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4602.degrees latitude (g = 980.6199 gals.).
 DJ4602
 DJ4602.The modeled gravity was interpolated from observed gravity values.
 DJ4602
 DJ4602;                    North         East    Units  Estimated Accuracy
 DJ4602;SPC WI C     -    87,059.2     484,871.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4602
 DJ4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2296040525(NAD 83)
 DJ4602
 DJ4602                          SUPERSEDED SURVEY CONTROL
 DJ4602
 DJ4602  NAVD 88 (07/08/08)  317.439  (m)         1041.46   (f) SUPERSEDED  2 1
 DJ4602
 DJ4602.Superseded values are not recommended for survey control.
 DJ4602
 DJ4602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4602.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4602
 DJ4602_MARKER: DD = SURVEY DISK
 DJ4602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4602_STAMPING: 5R06 2005
 DJ4602_MARK LOGO: WIDT
 DJ4602_PROJECTION: FLUSH
 DJ4602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4602+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2011
 DJ4602
 DJ4602  HISTORY     - Date     Condition        Report By
 DJ4602  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4602  HISTORY     - 20060715 GOOD             WIDT
 DJ4602  HISTORY     - 20111107 GOOD             WIDT
 DJ4602
 DJ4602                          STATION DESCRIPTION
 DJ4602
 DJ4602'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4602'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4602'HIGHWAY I ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF ELEVA, GO SOUTH
 DJ4602'ON COUNTY HIGHWAY I FOR 0.1 MI (0.2 KM) TO COUNTY HIGHWAY I (NORTH) ON
 DJ4602'THE LEFT AND COUNTY HIGHWAY I (SOUTH) ON THE RIGHT, TURN RIGHT AND
 DJ4602'CONTINUE SOUTH ON COUNTY HIGHWAY I FOR 0.5 MI (0.8 KM) TO THE STATION
 DJ4602'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4602'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4602'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4602'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4602'IS 10.4 M (34.1 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY I, 45.5 M
 DJ4602'(149.3 FT) NORTH OF A WOOD POST FOR A --LEFT CURVE 30 MPH-- SIGN, 40 M
 DJ4602'(131.2 FT) SOUTHWEST OF A WOOD POST FOR A --LEFT ARROW-- SIGN, 3.9 M
 DJ4602'(12.8 FT) SOUTH-SOUTHEAST OF A WOODEN FENCE POST, 1.2 M (3.9 FT) EAST
 DJ4602'OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND
 DJ4602'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4602'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4602'HORIZON EXCEPT FOR A TREE LINE TO THE SOUTHEAST EXTENDING TO 30
 DJ4602'DEGREES ABOVE THE HORIZON.
 DJ4602
 DJ4602                          STATION RECOVERY (2011)
 DJ4602
 DJ4602'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4604 ***********************************************************************
 DJ4604  DESIGNATION -  5R07
 DJ4604  PID         -  DJ4604
 DJ4604  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4604  COUNTRY     -  US
 DJ4604  USGS QUAD   -  CLEGHORN (2018)
 DJ4604
 DJ4604                         *CURRENT SURVEY CONTROL
 DJ4604  ______________________________________________________________________
 DJ4604* NAD 83(1986) POSITION- 44 38 58.57   (N) 091 26 53.28   (W)   HD_HELD1
 DJ4604* NAVD 88 ORTHO HEIGHT -   323.611 (meters)     1061.71  (feet) ADJUSTED
 DJ4604  ______________________________________________________________________
 DJ4604  GEOID HEIGHT    -        -30.984 (meters)                     GEOID18
 DJ4604  DYNAMIC HEIGHT  -        323.576 (meters)     1061.60  (feet) COMP
 DJ4604  MODELED GRAVITY -    980,499.8   (mgal)                       NAVD 88
 DJ4604
 DJ4604  VERT ORDER      -  SECOND    CLASS I
 DJ4604
 DJ4604.The horizontal coordinates were determined by differentially corrected
 DJ4604.hand held GPS observations or other comparable positioning techniques
 DJ4604.and have an estimated accuracy of +/- 3 meters.
 DJ4604
 DJ4604.The orthometric height was determined by differential leveling and
 DJ4604.adjusted by the WI DEPT OF TRANSP
 DJ4604.in May 2012.
 DJ4604
 DJ4604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4604.GEOID18 height accuracy estimate available here.
 DJ4604
 DJ4604.Click photographs - Photos may exist for this station.
 DJ4604
 DJ4604.The dynamic height is computed by dividing the NAVD 88
 DJ4604.geopotential number by the normal gravity value computed on the
 DJ4604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4604.degrees latitude (g = 980.6199 gals.).
 DJ4604
 DJ4604.The modeled gravity was interpolated from observed gravity values.
 DJ4604
 DJ4604;                    North         East    Units  Estimated Accuracy
 DJ4604;SPC WI C     -    91,726.5     485,137.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4604
 DJ4604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2305445198(NAD 83)
 DJ4604
 DJ4604                          SUPERSEDED SURVEY CONTROL
 DJ4604
 DJ4604  NAVD 88 (07/08/08)  323.599  (m)         1061.67   (f) SUPERSEDED  2 1
 DJ4604
 DJ4604.Superseded values are not recommended for survey control.
 DJ4604
 DJ4604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4604.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4604
 DJ4604_MARKER: DD = SURVEY DISK
 DJ4604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4604_STAMPING: 5R07 2005
 DJ4604_MARK LOGO: WIDT
 DJ4604_PROJECTION: FLUSH
 DJ4604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4604+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DJ4604
 DJ4604  HISTORY     - Date     Condition        Report By
 DJ4604  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4604  HISTORY     - 20060717 GOOD             WIDT
 DJ4604  HISTORY     - 20111108 GOOD             WIDT
 DJ4604
 DJ4604                          STATION DESCRIPTION
 DJ4604
 DJ4604'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4604'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4604'HIGHWAY HH ABOUT 6 MI (9.7 KM) SOUTH OF THE CITY OF EAU CLAIRE, GO
 DJ4604'SOUTH ON STATE HIGHWAY 93 FOR 1.0 MI (1.6 KM) TO SPRUCE ROAD, CONTINUE
 DJ4604'SOUTH ON STATE HIGHWAY 93 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE
 DJ4604'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4604'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4604'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4604'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4604'STATION IS 17 M (55.8 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 93,
 DJ4604'40 M (131.2 FT) NORTH OF A PRIVATE ENTRANCE --12311--, 30 M (98.4 FT)
 DJ4604'NORTH OF A CORNER FENCE POST, 9.1 M (29.9 FT) EAST-SOUTHEAST OF A WOOD
 DJ4604'POST FOR A --SCHOOL BUS-- SIGN, 1.3 M (4.3 FT) WEST OF A WIRE FENCE,
 DJ4604'AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC
 DJ4604'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4604'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO
 DJ4604'THE SOUTH EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND A RADIO TOWER
 DJ4604'TO THE EAST-NORTHEAST EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
 DJ4604
 DJ4604                          STATION RECOVERY (2011)
 DJ4604
 DJ4604'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4820 ***********************************************************************
 DJ4820  DESIGNATION -  5R08
 DJ4820  PID         -  DJ4820
 DJ4820  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4820  COUNTRY     -  US
 DJ4820  USGS QUAD   -  CLEGHORN (2018)
 DJ4820
 DJ4820                         *CURRENT SURVEY CONTROL
 DJ4820  ______________________________________________________________________
 DJ4820* NAD 83(1986) POSITION- 44 40 12.11   (N) 091 26 52.58   (W)   HD_HELD1
 DJ4820* NAVD 88 ORTHO HEIGHT -   288.821 (meters)      947.57  (feet) ADJUSTED
 DJ4820  ______________________________________________________________________
 DJ4820  GEOID HEIGHT    -        -30.984 (meters)                     GEOID18
 DJ4820  DYNAMIC HEIGHT  -        288.789 (meters)      947.47  (feet) COMP
 DJ4820  MODELED GRAVITY -    980,501.2   (mgal)                       NAVD 88
 DJ4820
 DJ4820  VERT ORDER      -  SECOND    CLASS I
 DJ4820
 DJ4820.The horizontal coordinates were determined by differentially corrected
 DJ4820.hand held GPS observations or other comparable positioning techniques
 DJ4820.and have an estimated accuracy of +/- 3 meters.
 DJ4820
 DJ4820.The orthometric height was determined by differential leveling and
 DJ4820.adjusted by the WI DEPT OF TRANSP
 DJ4820.in May 2012.
 DJ4820
 DJ4820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4820.GEOID18 height accuracy estimate available here.
 DJ4820
 DJ4820.Click photographs - Photos may exist for this station.
 DJ4820
 DJ4820.The dynamic height is computed by dividing the NAVD 88
 DJ4820.geopotential number by the normal gravity value computed on the
 DJ4820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4820.degrees latitude (g = 980.6199 gals.).
 DJ4820
 DJ4820.The modeled gravity was interpolated from observed gravity values.
 DJ4820
 DJ4820;                    North         East    Units  Estimated Accuracy
 DJ4820;SPC WI C     -    93,995.8     485,193.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4820
 DJ4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2302647467(NAD 83)
 DJ4820
 DJ4820                          SUPERSEDED SURVEY CONTROL
 DJ4820
 DJ4820  NAVD 88 (07/08/08)  288.809  (m)          947.53   (f) SUPERSEDED  2 1
 DJ4820
 DJ4820.Superseded values are not recommended for survey control.
 DJ4820
 DJ4820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4820.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4820
 DJ4820_MARKER: DD = SURVEY DISK
 DJ4820_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4820_SP_SET: BRIDGE WINGWALL
 DJ4820_STAMPING: 5R08 2005
 DJ4820_MARK LOGO: WIDT
 DJ4820_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4820+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DJ4820
 DJ4820  HISTORY     - Date     Condition        Report By
 DJ4820  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4820  HISTORY     - 20060718 GOOD             WIDT
 DJ4820  HISTORY     - 20111108 GOOD             WIDT
 DJ4820
 DJ4820                          STATION DESCRIPTION
 DJ4820
 DJ4820'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4820'HIGHWAY HH ABOUT 7 MI (11.3 KM) SOUTH OF THE CITY OF EAU CLAIRE, GO
 DJ4820'SOUTH ON STATE HIGHWAY 93 FOR 0.9 MI (1.4 KM) TO A BRIDGE OVER CLEAR
 DJ4820'CREEK AND THE STATION ON THE LEFT.
 DJ4820'
 DJ4820'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4820'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4820'WALL OF THE NORTH ABUTMENT OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY
 DJ4820'PAVEMENT.
 DJ4820'
 DJ4820'THE STATION IS 4.8 M (15.7 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4820'93 AND 0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4820
 DJ4820                          STATION RECOVERY (2011)
 DJ4820
 DJ4820'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4606 ***********************************************************************
 DJ4606  DESIGNATION -  5R09
 DJ4606  PID         -  DJ4606
 DJ4606  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4606  COUNTRY     -  US
 DJ4606  USGS QUAD   -  CLEGHORN (2018)
 DJ4606
 DJ4606                         *CURRENT SURVEY CONTROL
 DJ4606  ______________________________________________________________________
 DJ4606* NAD 83(1986) POSITION- 44 41 00.62   (N) 091 25 15.13   (W)   HD_HELD1
 DJ4606* NAVD 88 ORTHO HEIGHT -   298.440 (meters)      979.13  (feet) ADJUSTED
 DJ4606  ______________________________________________________________________
 DJ4606  GEOID HEIGHT    -        -31.021 (meters)                     GEOID18
 DJ4606  DYNAMIC HEIGHT  -        298.408 (meters)      979.03  (feet) COMP
 DJ4606  MODELED GRAVITY -    980,501.4   (mgal)                       NAVD 88
 DJ4606
 DJ4606  VERT ORDER      -  SECOND    CLASS I
 DJ4606
 DJ4606.The horizontal coordinates were determined by differentially corrected
 DJ4606.hand held GPS observations or other comparable positioning techniques
 DJ4606.and have an estimated accuracy of +/- 3 meters.
 DJ4606
 DJ4606.The orthometric height was determined by differential leveling and
 DJ4606.adjusted by the WI DEPT OF TRANSP
 DJ4606.in May 2012.
 DJ4606
 DJ4606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4606.GEOID18 height accuracy estimate available here.
 DJ4606
 DJ4606.Click photographs - Photos may exist for this station.
 DJ4606
 DJ4606.The dynamic height is computed by dividing the NAVD 88
 DJ4606.geopotential number by the normal gravity value computed on the
 DJ4606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4606.degrees latitude (g = 980.6199 gals.).
 DJ4606
 DJ4606.The modeled gravity was interpolated from observed gravity values.
 DJ4606
 DJ4606;                    North         East    Units  Estimated Accuracy
 DJ4606;SPC WI C     -    95,455.0     487,365.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4606
 DJ4606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2514349005(NAD 83)
 DJ4606
 DJ4606                          SUPERSEDED SURVEY CONTROL
 DJ4606
 DJ4606  NAVD 88 (07/08/08)  298.428  (m)          979.09   (f) SUPERSEDED  2 1
 DJ4606
 DJ4606.Superseded values are not recommended for survey control.
 DJ4606
 DJ4606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4606.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4606
 DJ4606_MARKER: DD = SURVEY DISK
 DJ4606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4606_STAMPING: 5R09 2005
 DJ4606_MARK LOGO: WIDT
 DJ4606_PROJECTION: FLUSH
 DJ4606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4606+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DJ4606
 DJ4606  HISTORY     - Date     Condition        Report By
 DJ4606  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4606  HISTORY     - 20060724 GOOD             WIDT
 DJ4606  HISTORY     - 20111108 GOOD             WIDT
 DJ4606
 DJ4606                          STATION DESCRIPTION
 DJ4606
 DJ4606'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4606'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY I AND COUNTY
 DJ4606'HIGHWAY HH TO THE SOUTH WITH COUNTY HIGHWAY HH TO THE WEST AND COUNTY
 DJ4606'HIGHWAY V TO THE EAST IN THE COMMUNITY OF CLEGHORN, GO EAST ON COUNTY
 DJ4606'HIGHWAY V FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.  THE STATION
 DJ4606'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4606'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4606'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 0.5
 DJ4606'M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.7 M (31.8 FT)
 DJ4606'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY V, 55 M (180.4 FT) WEST OF A
 DJ4606'METAL --CABLE WARNING-- SIGN, 36.8 M (120.7 FT) NORTHEAST OF A POWER
 DJ4606'POLE, 1.0 M (3.3 FT) EAST AND WEST OF A WHITE PLASTIC WITNESS POST,
 DJ4606'AND 0.6 M (2.0 FT) SOUTH OF A BARBED WIRE FENCE.  ---NOTE---THIS
 DJ4606'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4606'ABOVE THE HORIZON.
 DJ4606
 DJ4606                          STATION RECOVERY (2011)
 DJ4606
 DJ4606'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4607 ***********************************************************************
 DJ4607  DESIGNATION -  5R10
 DJ4607  PID         -  DJ4607
 DJ4607  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4607  COUNTRY     -  US
 DJ4607  USGS QUAD   -  CLEGHORN (2018)
 DJ4607
 DJ4607                         *CURRENT SURVEY CONTROL
 DJ4607  ______________________________________________________________________
 DJ4607* NAD 83(1986) POSITION- 44 40 58.38   (N) 091 23 13.47   (W)   HD_HELD1
 DJ4607* NAVD 88 ORTHO HEIGHT -   318.203 (meters)     1043.97  (feet) ADJUSTED
 DJ4607  ______________________________________________________________________
 DJ4607  GEOID HEIGHT    -        -31.072 (meters)                     GEOID18
 DJ4607  DYNAMIC HEIGHT  -        318.169 (meters)     1043.86  (feet) COMP
 DJ4607  MODELED GRAVITY -    980,499.8   (mgal)                       NAVD 88
 DJ4607
 DJ4607  VERT ORDER      -  SECOND    CLASS I
 DJ4607
 DJ4607.The horizontal coordinates were determined by differentially corrected
 DJ4607.hand held GPS observations or other comparable positioning techniques
 DJ4607.and have an estimated accuracy of +/- 3 meters.
 DJ4607
 DJ4607.The orthometric height was determined by differential leveling and
 DJ4607.adjusted by the WI DEPT OF TRANSP
 DJ4607.in May 2012.
 DJ4607
 DJ4607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4607.GEOID18 height accuracy estimate available here.
 DJ4607
 DJ4607.Click photographs - Photos may exist for this station.
 DJ4607
 DJ4607.The dynamic height is computed by dividing the NAVD 88
 DJ4607.geopotential number by the normal gravity value computed on the
 DJ4607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4607.degrees latitude (g = 980.6199 gals.).
 DJ4607
 DJ4607.The modeled gravity was interpolated from observed gravity values.
 DJ4607
 DJ4607;                    North         East    Units  Estimated Accuracy
 DJ4607;SPC WI C     -    95,339.5     490,043.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4607
 DJ4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2782248989(NAD 83)
 DJ4607
 DJ4607                          SUPERSEDED SURVEY CONTROL
 DJ4607
 DJ4607  NAVD 88 (07/08/08)  318.191  (m)         1043.93   (f) SUPERSEDED  2 1
 DJ4607
 DJ4607.Superseded values are not recommended for survey control.
 DJ4607
 DJ4607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4607.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4607
 DJ4607_MARKER: DD = SURVEY DISK
 DJ4607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4607_STAMPING: 5R10 2005
 DJ4607_MARK LOGO: WIDT
 DJ4607_PROJECTION: FLUSH
 DJ4607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4607+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DJ4607
 DJ4607  HISTORY     - Date     Condition        Report By
 DJ4607  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4607  HISTORY     - 20060724 GOOD             WIDT
 DJ4607  HISTORY     - 20111108 GOOD             WIDT
 DJ4607
 DJ4607                          STATION DESCRIPTION
 DJ4607
 DJ4607'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4607'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY I AND COUNTY
 DJ4607'HIGHWAY HH TO THE SOUTH WITH COUNTY HIGHWAY HH TO THE WEST AND COUNTY
 DJ4607'HIGHWAY V TO THE EAST IN THE COMMUNITY OF CLEGHORN, GO EAST ON COUNTY
 DJ4607'HIGHWAY V FOR 2.0 TO MARTIN DRIVE ON THE RIGHT, TURN RIGHT AND GO
 DJ4607'SOUTH ON MARTIN DRIVE FOR 0.05 MI (0.1 KM) TO THE STATION ON THE LEFT.
 DJ4607'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4607'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4607'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4607'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.7 M
 DJ4607'(31.8 FT) EAST OF THE CENTERLINE OF MARTIN DRIVE, 29.4 M (96.5 FT)
 DJ4607'NORTHEAST OF A POWER POLE --REA CO-OP 65--, 22.8 M (74.8 FT) SOUTH OF
 DJ4607'A GREEN METAL POST, 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A
 DJ4607'WHITE PLASTIC WITNESS POST, AND 0.7 M (2.3 FT) WEST OF A BARBED WIRE
 DJ4607'FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4607'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4607
 DJ4607                          STATION RECOVERY (2011)
 DJ4607
 DJ4607'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4568 ***********************************************************************
 DJ4568  DESIGNATION -  5R11
 DJ4568  PID         -  DJ4568
 DJ4568  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4568  COUNTRY     -  US
 DJ4568  USGS QUAD   -  PIGEON FALLS (2018)
 DJ4568
 DJ4568                         *CURRENT SURVEY CONTROL
 DJ4568  ______________________________________________________________________
 DJ4568* NAD 83(1986) POSITION- 44 29 36.2    (N) 091 12 16.3    (W)   HD_HELD2
 DJ4568* NAVD 88 ORTHO HEIGHT -   370.896 (meters)     1216.85  (feet) ADJUSTED
 DJ4568  ______________________________________________________________________
 DJ4568  GEOID HEIGHT    -        -31.550 (meters)                     GEOID18
 DJ4568  DYNAMIC HEIGHT  -        370.851 (meters)     1216.70  (feet) COMP
 DJ4568  MODELED GRAVITY -    980,486.3   (mgal)                       NAVD 88
 DJ4568
 DJ4568  VERT ORDER      -  SECOND    CLASS I
 DJ4568
 DJ4568.The horizontal coordinates were established by autonomous hand held GPS
 DJ4568.observations and have an estimated accuracy of +/- 10 meters.
 DJ4568
 DJ4568.The orthometric height was determined by differential leveling and
 DJ4568.adjusted by the WI DEPT OF TRANSP
 DJ4568.in May 2012.
 DJ4568
 DJ4568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4568.GEOID18 height accuracy estimate available here.
 DJ4568
 DJ4568.Click photographs - Photos may exist for this station.
 DJ4568
 DJ4568.The dynamic height is computed by dividing the NAVD 88
 DJ4568.geopotential number by the normal gravity value computed on the
 DJ4568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4568.degrees latitude (g = 980.6199 gals.).
 DJ4568
 DJ4568.The modeled gravity was interpolated from observed gravity values.
 DJ4568
 DJ4568;                    North         East    Units  Estimated Accuracy
 DJ4568;SPC WI C     -    74,055.      504,201.      MT  (+/- 10 meters HH2 GPS)
 DJ4568
 DJ4568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4275228242(NAD 83)
 DJ4568
 DJ4568                          SUPERSEDED SURVEY CONTROL
 DJ4568
 DJ4568  NAVD 88 (07/08/08)  370.884  (m)         1216.81   (f) SUPERSEDED  2 1
 DJ4568
 DJ4568.Superseded values are not recommended for survey control.
 DJ4568
 DJ4568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4568.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4568
 DJ4568_MARKER: DD = SURVEY DISK
 DJ4568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4568_STAMPING: 5R11 2005
 DJ4568_MARK LOGO: WIDT
 DJ4568_PROJECTION: FLUSH
 DJ4568_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4568+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 DJ4568
 DJ4568  HISTORY     - Date     Condition        Report By
 DJ4568  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4568  HISTORY     - 20060710 GOOD             WIDT
 DJ4568  HISTORY     - 20111018 GOOD             WIDT
 DJ4568
 DJ4568                          STATION DESCRIPTION
 DJ4568
 DJ4568'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4568'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4568'HIGHWAY EE TO THE WEST ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF
 DJ4568'PIGEON FALLS, GO NORTH ON US HIGHWAY 53 FOR 2.0 MI (3.2 KM) TO
 DJ4568'OKLAHOMA ROAD ON THE LEFT, CONTINUE NORTH ON US HIGHWAY 53 FOR 0.1 MI
 DJ4568'(0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4568'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4568'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST
 DJ4568'(ATTACHED TO BEDROCK 2.2 M (7.2 FT) DEEP), LOCATED WITHIN THE
 DJ4568'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DJ4568'STATION IS 21.9 M (71.9 FT) WEST OF THE CENTERLINE OF US HIGHWAY 53,
 DJ4568'0.05 MI (0.1 KM) SOUTH OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE
 DJ4568'--N44976--, 49.5 M (162.4 FT) NORTH-NORTHWEST OF A POWER POLE AND A
 DJ4568'TELEPHONE PEDESTAL --3018--, 2.3 M (7.5 FT) EAST OF A YELLOW WOOD
 DJ4568'RIGHT-OF-WAY POST, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST
 DJ4568'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4568'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4568'HORIZON.
 DJ4568
 DJ4568                          STATION RECOVERY (2011)
 DJ4568
 DJ4568'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4569 ***********************************************************************
 DJ4569  DESIGNATION -  5R12
 DJ4569  PID         -  DJ4569
 DJ4569  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4569  COUNTRY     -  US
 DJ4569  USGS QUAD   -  OSSEO (2018)
 DJ4569
 DJ4569                         *CURRENT SURVEY CONTROL
 DJ4569  ______________________________________________________________________
 DJ4569* NAD 83(1986) POSITION- 44 32 20.3    (N) 091 13 37.8    (W)   HD_HELD2
 DJ4569* NAVD 88 ORTHO HEIGHT -   309.930 (meters)     1016.83  (feet) ADJUSTED
 DJ4569  ______________________________________________________________________
 DJ4569  GEOID HEIGHT    -        -31.490 (meters)                     GEOID18
 DJ4569  DYNAMIC HEIGHT  -        309.892 (meters)     1016.70  (feet) COMP
 DJ4569  MODELED GRAVITY -    980,485.7   (mgal)                       NAVD 88
 DJ4569
 DJ4569  VERT ORDER      -  SECOND    CLASS I
 DJ4569
 DJ4569.The horizontal coordinates were established by autonomous hand held GPS
 DJ4569.observations and have an estimated accuracy of +/- 10 meters.
 DJ4569
 DJ4569.The orthometric height was determined by differential leveling and
 DJ4569.adjusted by the WI DEPT OF TRANSP
 DJ4569.in May 2012.
 DJ4569
 DJ4569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4569.GEOID18 height accuracy estimate available here.
 DJ4569
 DJ4569.Click photographs - Photos may exist for this station.
 DJ4569
 DJ4569.The dynamic height is computed by dividing the NAVD 88
 DJ4569.geopotential number by the normal gravity value computed on the
 DJ4569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4569.degrees latitude (g = 980.6199 gals.).
 DJ4569
 DJ4569.The modeled gravity was interpolated from observed gravity values.
 DJ4569
 DJ4569;                    North         East    Units  Estimated Accuracy
 DJ4569;SPC WI C     -    79,146.      502,477.      MT  (+/- 10 meters HH2 GPS)
 DJ4569
 DJ4569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4084233266(NAD 83)
 DJ4569
 DJ4569                          SUPERSEDED SURVEY CONTROL
 DJ4569
 DJ4569  NAVD 88 (07/08/08)  309.918  (m)         1016.79   (f) SUPERSEDED  2 1
 DJ4569
 DJ4569.Superseded values are not recommended for survey control.
 DJ4569
 DJ4569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4569.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4569
 DJ4569_MARKER: DD = SURVEY DISK
 DJ4569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4569_STAMPING: 5R12 2005
 DJ4569_MARK LOGO: WIDT
 DJ4569_PROJECTION: FLUSH
 DJ4569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4569+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2011
 DJ4569
 DJ4569  HISTORY     - Date     Condition        Report By
 DJ4569  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4569  HISTORY     - 20060706 GOOD             WIDT
 DJ4569  HISTORY     - 20110919 GOOD             WIDT
 DJ4569
 DJ4569                          STATION DESCRIPTION
 DJ4569
 DJ4569'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4569'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 AND US HIGHWAY
 DJ4569'53 NORTH (TENTH STREET) WITH US HIGHWAY 53 SOUTH (HARMONY STREET) IN
 DJ4569'THE CITY OF OSSEO, GO SOUTH ON US HIGHWAY 53 (HARMONY STREET) FOR 2.8
 DJ4569'MI (4.5 KM) TO BROWN ROAD ON THE RIGHT, CALL ROAD ON THE LEFT, AND THE
 DJ4569'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4569'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4569'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4569'THE RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4569'STATION IS 17.3 M (56.8 FT) EAST OF THE CENTERLINE OF US HIGHWAY 53,
 DJ4569'21.0 M (68.9 FT) WEST-SOUTHWEST OF A TELEPHONE PEDESTAL --1532--, 13.4
 DJ4569'M (44.0 FT) SOUTH OF THE CENTERLINE OF CALL ROAD, 3.3 M (10.8 FT)
 DJ4569'NORTH-NORTHWEST OF A TELEPHONE PEDESTAL --1531--, 3 M (9.8 FT) WEST OF
 DJ4569'AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DJ4569'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4569'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4569'HORIZON.
 DJ4569
 DJ4569                          STATION RECOVERY (2011)
 DJ4569
 DJ4569'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4569'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4570 ***********************************************************************
 DJ4570  DESIGNATION -  5R13
 DJ4570  PID         -  DJ4570
 DJ4570  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4570  COUNTRY     -  US
 DJ4570  USGS QUAD   -  OSSEO (2018)
 DJ4570
 DJ4570                         *CURRENT SURVEY CONTROL
 DJ4570  ______________________________________________________________________
 DJ4570* NAD 83(1986) POSITION- 44 32 59.4    (N) 091 12 00.3    (W)   HD_HELD2
 DJ4570* NAVD 88 ORTHO HEIGHT -   313.719 (meters)     1029.26  (feet) ADJUSTED
 DJ4570  ______________________________________________________________________
 DJ4570  GEOID HEIGHT    -        -31.586 (meters)                     GEOID18
 DJ4570  DYNAMIC HEIGHT  -        313.679 (meters)     1029.13  (feet) COMP
 DJ4570  MODELED GRAVITY -    980,480.0   (mgal)                       NAVD 88
 DJ4570
 DJ4570  VERT ORDER      -  SECOND    CLASS I
 DJ4570
 DJ4570.The horizontal coordinates were established by autonomous hand held GPS
 DJ4570.observations and have an estimated accuracy of +/- 10 meters.
 DJ4570
 DJ4570.The orthometric height was determined by differential leveling and
 DJ4570.adjusted by the WI DEPT OF TRANSP
 DJ4570.in May 2012.
 DJ4570
 DJ4570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4570.GEOID18 height accuracy estimate available here.
 DJ4570
 DJ4570.Click photographs - Photos may exist for this station.
 DJ4570
 DJ4570.The dynamic height is computed by dividing the NAVD 88
 DJ4570.geopotential number by the normal gravity value computed on the
 DJ4570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4570.degrees latitude (g = 980.6199 gals.).
 DJ4570
 DJ4570.The modeled gravity was interpolated from observed gravity values.
 DJ4570
 DJ4570;                    North         East    Units  Estimated Accuracy
 DJ4570;SPC WI C     -    80,321.      504,647.      MT  (+/- 10 meters HH2 GPS)
 DJ4570
 DJ4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4296734520(NAD 83)
 DJ4570
 DJ4570                          SUPERSEDED SURVEY CONTROL
 DJ4570
 DJ4570  NAVD 88 (07/08/08)  313.707  (m)         1029.22   (f) SUPERSEDED  2 1
 DJ4570
 DJ4570.Superseded values are not recommended for survey control.
 DJ4570
 DJ4570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4570.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4570
 DJ4570_MARKER: DD = SURVEY DISK
 DJ4570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4570_STAMPING: 5R13 2005
 DJ4570_MARK LOGO: WIDT
 DJ4570_PROJECTION: FLUSH
 DJ4570_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4570+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2011
 DJ4570
 DJ4570  HISTORY     - Date     Condition        Report By
 DJ4570  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4570  HISTORY     - 20060706 GOOD             WIDT
 DJ4570  HISTORY     - 20110919 GOOD             WIDT
 DJ4570
 DJ4570                          STATION DESCRIPTION
 DJ4570
 DJ4570'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4570'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (TENTH STREET)
 DJ4570'WITH COUNTY HIGHWAY B (EAST STREET) IN THE CITY OF OSSEO, GO SOUTH ON
 DJ4570'COUNTY HIGHWAY B (EAST STREET) FOR 0.25 MI (0.4 KM) TO A LEFT CURVE IN
 DJ4570'THE ROAD, CURVE LEFT AND CONTINUE SOUTHEAST THEN EAST ON COUNTY
 DJ4570'HIGHWAY B (FIFTH STREET) FOR 0.5 MI (0.8 KM) TO A RIGHT TURN IN THE
 DJ4570'HIGHWAY AND EAST FIFTH STREET STRAIGHT AHEAD, TURN RIGHT AND CONTINUE
 DJ4570'SOUTH ON COUNTY HIGHWAY B FOR 1.75 MI (2.8 KM) TO A LEFT CURVE IN THE
 DJ4570'HIGHWAY AND CALL ROAD STRAIGHT AHEAD, CURVE LEFT AND CONTINUE EAST ON
 DJ4570'COUNTY HIGHWAY B FOR 0.35 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DJ4570'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4570'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4570'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4570'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4570'9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 14 M
 DJ4570'(45.9 FT) WEST OF A FIELD ENTRANCE, 9.9 M (32.5 FT) WEST-SOUTHWEST OF
 DJ4570'A WOOD POST FOR A --NO PASSING ZONE-- SIGN, 1.0 M (3.3 FT) SOUTH,
 DJ4570'NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS POST, AND 0.5 M
 DJ4570'(1.6 FT) NORTH OF A BARBED WIRE FENCE.  ---NOTE---THIS STATION HAS NO
 DJ4570'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4570'HORIZON.
 DJ4570
 DJ4570                          STATION RECOVERY (2011)
 DJ4570
 DJ4570'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4933 ***********************************************************************
 DJ4933  DESIGNATION -  5R14
 DJ4933  PID         -  DJ4933
 DJ4933  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4933  COUNTRY     -  US
 DJ4933  USGS QUAD   -  OSSEO (2018)
 DJ4933
 DJ4933                         *CURRENT SURVEY CONTROL
 DJ4933  ______________________________________________________________________
 DJ4933* NAD 83(1986) POSITION- 44 35 39.32   (N) 091 10 33.06   (W)   HD_HELD1
 DJ4933* NAVD 88 ORTHO HEIGHT -   302.303 (meters)      991.81  (feet) ADJUSTED
 DJ4933  ______________________________________________________________________
 DJ4933  GEOID HEIGHT    -        -31.637 (meters)                     GEOID18
 DJ4933  DYNAMIC HEIGHT  -        302.262 (meters)      991.67  (feet) COMP
 DJ4933  MODELED GRAVITY -    980,474.9   (mgal)                       NAVD 88
 DJ4933
 DJ4933  VERT ORDER      -  SECOND    CLASS I
 DJ4933
 DJ4933.The horizontal coordinates were determined by differentially corrected
 DJ4933.hand held GPS observations or other comparable positioning techniques
 DJ4933.and have an estimated accuracy of +/- 3 meters.
 DJ4933
 DJ4933.The orthometric height was determined by differential leveling and
 DJ4933.adjusted by the WI DEPT OF TRANSP
 DJ4933.in May 2012.
 DJ4933
 DJ4933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4933.GEOID18 height accuracy estimate available here.
 DJ4933
 DJ4933.Click photographs - Photos may exist for this station.
 DJ4933
 DJ4933.The dynamic height is computed by dividing the NAVD 88
 DJ4933.geopotential number by the normal gravity value computed on the
 DJ4933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4933.degrees latitude (g = 980.6199 gals.).
 DJ4933
 DJ4933.The modeled gravity was interpolated from observed gravity values.
 DJ4933
 DJ4933;                    North         East    Units  Estimated Accuracy
 DJ4933;SPC WI C     -    85,228.1     506,643.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4933
 DJ4933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4478239497(NAD 83)
 DJ4933
 DJ4933                          SUPERSEDED SURVEY CONTROL
 DJ4933
 DJ4933  NAVD 88 (07/08/08)  302.290  (m)          991.76   (f) SUPERSEDED  2 1
 DJ4933
 DJ4933.Superseded values are not recommended for survey control.
 DJ4933
 DJ4933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4933.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4933
 DJ4933_MARKER: DD = SURVEY DISK
 DJ4933_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4933_SP_SET: BRIDGE ABUTMENT
 DJ4933_STAMPING: 5R14 2005
 DJ4933_MARK LOGO: WIDT
 DJ4933_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4933+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2011
 DJ4933
 DJ4933  HISTORY     - Date     Condition        Report By
 DJ4933  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4933  HISTORY     - 20060515 GOOD             WIDT
 DJ4933  HISTORY     - 20111017 GOOD             WIDT
 DJ4933
 DJ4933                          STATION DESCRIPTION
 DJ4933
 DJ4933'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4933'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4933'HIGHWAY R ABOUT 2 MI (3.2 KM) EAST OF THE CITY OF OSSEO, GO NORTH ON
 DJ4933'COUNTY HIGHWAY R FOR 0.3 MI (0.5 KM) TO A BRIDGE OVER THE NORTH FORK
 DJ4933'OF THE BUFFALO RIVER AND THE STATION ON THE LEFT.
 DJ4933'
 DJ4933'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4933'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DJ4933'THE NORTH ABUTMENT OF THE BRIDGE --B-61-96-87--, ABOUT LEVEL WITH THE
 DJ4933'HIGHWAY PAVEMENT,
 DJ4933'
 DJ4933'6.5 M (21.3 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY R.
 DJ4933'
 DJ4933'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4933
 DJ4933                          STATION RECOVERY (2011)
 DJ4933
 DJ4933'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4933'NOTE - - STATION IS 1M (3.3 FT) SOUTH OF A WITNESS PLAQUE SET ON A
 DJ4933'WOOD GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4576 ***********************************************************************
 DJ4576  DESIGNATION -  5R15
 DJ4576  PID         -  DJ4576
 DJ4576  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4576  COUNTRY     -  US
 DJ4576  USGS QUAD   -  OSSEO (2018)
 DJ4576
 DJ4576                         *CURRENT SURVEY CONTROL
 DJ4576  ______________________________________________________________________
 DJ4576* NAD 83(1986) POSITION- 44 37 18.32   (N) 091 10 31.58   (W)   HD_HELD1
 DJ4576* NAVD 88 ORTHO HEIGHT -   321.867 (meters)     1055.99  (feet) ADJUSTED
 DJ4576  ______________________________________________________________________
 DJ4576  GEOID HEIGHT    -        -31.601 (meters)                     GEOID18
 DJ4576  DYNAMIC HEIGHT  -        321.825 (meters)     1055.85  (feet) COMP
 DJ4576  MODELED GRAVITY -    980,477.0   (mgal)                       NAVD 88
 DJ4576
 DJ4576  VERT ORDER      -  SECOND    CLASS I
 DJ4576
 DJ4576.The horizontal coordinates were determined by differentially corrected
 DJ4576.hand held GPS observations or other comparable positioning techniques
 DJ4576.and have an estimated accuracy of +/- 3 meters.
 DJ4576
 DJ4576.The orthometric height was determined by differential leveling and
 DJ4576.adjusted by the WI DEPT OF TRANSP
 DJ4576.in May 2012.
 DJ4576
 DJ4576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4576.GEOID18 height accuracy estimate available here.
 DJ4576
 DJ4576.Click photographs - Photos may exist for this station.
 DJ4576
 DJ4576.The dynamic height is computed by dividing the NAVD 88
 DJ4576.geopotential number by the normal gravity value computed on the
 DJ4576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4576.degrees latitude (g = 980.6199 gals.).
 DJ4576
 DJ4576.The modeled gravity was interpolated from observed gravity values.
 DJ4576
 DJ4576;                    North         East    Units  Estimated Accuracy
 DJ4576;SPC WI C     -    88,283.1     506,720.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4576
 DJ4576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4474642552(NAD 83)
 DJ4576
 DJ4576                          SUPERSEDED SURVEY CONTROL
 DJ4576
 DJ4576  NAVD 88 (07/08/08)  321.855  (m)         1055.95   (f) SUPERSEDED  2 1
 DJ4576
 DJ4576.Superseded values are not recommended for survey control.
 DJ4576
 DJ4576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4576.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4576
 DJ4576_MARKER: DD = SURVEY DISK
 DJ4576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4576_STAMPING: 5R15 2005
 DJ4576_MARK LOGO: WIDT
 DJ4576_PROJECTION: FLUSH
 DJ4576_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4576+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 DJ4576
 DJ4576  HISTORY     - Date     Condition        Report By
 DJ4576  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4576  HISTORY     - 20060515 GOOD             WIDT
 DJ4576  HISTORY     - 20111027 GOOD             WIDT
 DJ4576
 DJ4576                          STATION DESCRIPTION
 DJ4576
 DJ4576'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4576'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY R WITH COUNTY
 DJ4576'HIGHWAY NN TO THE WEST AND PETTIS ROAD TO THE EAST ABOUT 5 MI (8.0 KM)
 DJ4576'SOUTHWEST OF THE CITY OF AUGUSTA, GO SOUTH ON COUNTY HIGHWAY R FOR
 DJ4576'0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4576'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4576'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4576'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4576'PAVEMENT.  THE STATION IS 15.1 M (49.5 FT) EAST OF THE CENTERLINE OF
 DJ4576'COUNTY HIGHWAY R, 8 M (26.2 FT) NORTH OF A FIELD ENTRANCE, 2 M (6.6
 DJ4576'FT) WEST OF AN AGRICULTURAL FIELD AND 1.0 M (3.3 FT) EAST, NORTHWEST,
 DJ4576'AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DJ4576'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4576'HORIZON.
 DJ4576
 DJ4576                          STATION RECOVERY (2011)
 DJ4576
 DJ4576'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4578 ***********************************************************************
 DJ4578  DESIGNATION -  5R16
 DJ4578  PID         -  DJ4578
 DJ4578  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4578  COUNTRY     -  US
 DJ4578  USGS QUAD   -  AUGUSTA WEST (2018)
 DJ4578
 DJ4578                         *CURRENT SURVEY CONTROL
 DJ4578  ______________________________________________________________________
 DJ4578* NAD 83(1986) POSITION- 44 39 40.84   (N) 091 10 06.88   (W)   HD_HELD1
 DJ4578* NAVD 88 ORTHO HEIGHT -   301.380 (meters)      988.78  (feet) ADJUSTED
 DJ4578  ______________________________________________________________________
 DJ4578  GEOID HEIGHT    -        -31.570 (meters)                     GEOID18
 DJ4578  DYNAMIC HEIGHT  -        301.341 (meters)      988.65  (feet) COMP
 DJ4578  MODELED GRAVITY -    980,481.1   (mgal)                       NAVD 88
 DJ4578
 DJ4578  VERT ORDER      -  SECOND    CLASS I
 DJ4578
 DJ4578.The horizontal coordinates were determined by differentially corrected
 DJ4578.hand held GPS observations or other comparable positioning techniques
 DJ4578.and have an estimated accuracy of +/- 3 meters.
 DJ4578
 DJ4578.The orthometric height was determined by differential leveling and
 DJ4578.adjusted by the WI DEPT OF TRANSP
 DJ4578.in May 2012.
 DJ4578
 DJ4578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4578.GEOID18 height accuracy estimate available here.
 DJ4578
 DJ4578.Click photographs - Photos may exist for this station.
 DJ4578
 DJ4578.The dynamic height is computed by dividing the NAVD 88
 DJ4578.geopotential number by the normal gravity value computed on the
 DJ4578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4578.degrees latitude (g = 980.6199 gals.).
 DJ4578
 DJ4578.The modeled gravity was interpolated from observed gravity values.
 DJ4578
 DJ4578;                    North         East    Units  Estimated Accuracy
 DJ4578;SPC WI C     -    92,673.8     507,328.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4578
 DJ4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4519246962(NAD 83)
 DJ4578
 DJ4578                          SUPERSEDED SURVEY CONTROL
 DJ4578
 DJ4578  NAVD 88 (07/08/08)  301.367  (m)          988.73   (f) SUPERSEDED  2 1
 DJ4578
 DJ4578.Superseded values are not recommended for survey control.
 DJ4578
 DJ4578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4578.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4578
 DJ4578_MARKER: DD = SURVEY DISK
 DJ4578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4578_STAMPING: 5R16 2005
 DJ4578_MARK LOGO: WIDT
 DJ4578_PROJECTION: FLUSH
 DJ4578_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4578+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 DJ4578
 DJ4578  HISTORY     - Date     Condition        Report By
 DJ4578  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4578  HISTORY     - 20060516 GOOD             WIDT
 DJ4578  HISTORY     - 20111027 GOOD             WIDT
 DJ4578
 DJ4578                          STATION DESCRIPTION
 DJ4578
 DJ4578'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4578'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY
 DJ4578'HIGHWAY R ABOUT 1 MI (1.6 KM) WEST OF THE CITY OF AUGUSTA, GO WEST ON
 DJ4578'COUNTY HIGHWAY R FOR 0.6 MI (1.0 KM) TO COUNTY HIGHWAY HH AND COUNTY
 DJ4578'HIGHWAY O ON THE RIGHT, CONTINUE SOUTH ON COUNTY HIGHWAY R FOR 1.55 MI
 DJ4578'(2.5 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4578'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4578'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4578'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4578'PAVEMENT.  THE STATION IS 12.8 M (42.0 FT) SOUTHEAST OF THE CENTERLINE
 DJ4578'OF COUNTY HIGHWAY R, 23.6 M (77.4 FT) NORTHEAST OF A TELEPHONE
 DJ4578'PEDESTAL, 1 M (3.3 FT) NORTHWEST OF AN AGRICULTURAL FIELD AND 1.0 M
 DJ4578'(3.3 FT) NORTH, WEST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4578'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4578'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4578
 DJ4578                          STATION RECOVERY (2011)
 DJ4578
 DJ4578'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4578'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4580 ***********************************************************************
 DJ4580  DESIGNATION -  5R17
 DJ4580  PID         -  DJ4580
 DJ4580  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4580  COUNTRY     -  US
 DJ4580  USGS QUAD   -  AUGUSTA WEST (2018)
 DJ4580
 DJ4580                         *CURRENT SURVEY CONTROL
 DJ4580  ______________________________________________________________________
 DJ4580* NAD 83(1986) POSITION- 44 42 33.52   (N) 091 08 43.93   (W)   HD_HELD1
 DJ4580* NAVD 88 ORTHO HEIGHT -   293.396 (meters)      962.58  (feet) ADJUSTED
 DJ4580  ______________________________________________________________________
 DJ4580  GEOID HEIGHT    -        -31.566 (meters)                     GEOID18
 DJ4580  DYNAMIC HEIGHT  -        293.360 (meters)      962.47  (feet) COMP
 DJ4580  MODELED GRAVITY -    980,487.0   (mgal)                       NAVD 88
 DJ4580
 DJ4580  VERT ORDER      -  SECOND    CLASS I
 DJ4580
 DJ4580.The horizontal coordinates were determined by differentially corrected
 DJ4580.hand held GPS observations or other comparable positioning techniques
 DJ4580.and have an estimated accuracy of +/- 3 meters.
 DJ4580
 DJ4580.The orthometric height was determined by differential leveling and
 DJ4580.adjusted by the WI DEPT OF TRANSP
 DJ4580.in May 2012.
 DJ4580
 DJ4580.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4580.GEOID18 height accuracy estimate available here.
 DJ4580
 DJ4580.Click photographs - Photos may exist for this station.
 DJ4580
 DJ4580.The dynamic height is computed by dividing the NAVD 88
 DJ4580.geopotential number by the normal gravity value computed on the
 DJ4580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4580.degrees latitude (g = 980.6199 gals.).
 DJ4580
 DJ4580.The modeled gravity was interpolated from observed gravity values.
 DJ4580
 DJ4580;                    North         East    Units  Estimated Accuracy
 DJ4580;SPC WI C     -    97,977.3     509,230.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4580
 DJ4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4689752332(NAD 83)
 DJ4580
 DJ4580                          SUPERSEDED SURVEY CONTROL
 DJ4580
 DJ4580  NAVD 88 (07/08/08)  293.384  (m)          962.54   (f) SUPERSEDED  2 1
 DJ4580
 DJ4580.Superseded values are not recommended for survey control.
 DJ4580
 DJ4580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4580.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4580
 DJ4580_MARKER: DD = SURVEY DISK
 DJ4580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4580_STAMPING: 5R17 2005
 DJ4580_MARK LOGO: WIDT
 DJ4580_PROJECTION: FLUSH
 DJ4580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4580+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2011
 DJ4580
 DJ4580  HISTORY     - Date     Condition        Report By
 DJ4580  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4580  HISTORY     - 20060718 GOOD             WIDT
 DJ4580  HISTORY     - 20111026 GOOD             WIDT
 DJ4580
 DJ4580                          STATION DESCRIPTION
 DJ4580
 DJ4580'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4580'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY
 DJ4580'HIGHWAY R ABOUT 1 MI (1.6 KM) WEST OF THE CITY OF AUGUSTA, GO EAST ON
 DJ4580'US HIGHWAY 12 FOR 0.65 MI (1.0 KM) TO BARTIG ROAD ON THE LEFT AND
 DJ4580'INDUSTRIAL ROAD ON THE RIGHT, TURN LEFT AND GO NORTH ON BARTIG ROAD
 DJ4580'FOR 1.75 MI (2.8 KM) TO NEHRING ROAD ON THE LEFT, CONTINUE NORTH ON
 DJ4580'BARTIG ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.  THE
 DJ4580'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4580'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4580'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4580'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.7 M (31.8 FT)
 DJ4580'WEST OF THE CENTERLINE OF BARTIG ROAD, 20 M (65.6 FT) NORTH-NORTHWEST
 DJ4580'OF A WOOD POST FOR A --CURVE 35 MPH-- SIGN, 11 M (36.1 FT) NORTH OF A
 DJ4580'FIELD ENTRANCE, 1.5 M (4.9 FT) EAST OF A BARBED WIRE FENCE AND 1.0 M
 DJ4580'(3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS
 DJ4580'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4580'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4580
 DJ4580                          STATION RECOVERY (2011)
 DJ4580
 DJ4580'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4580'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4583 ***********************************************************************
 DJ4583  DESIGNATION -  5R47
 DJ4583  PID         -  DJ4583
 DJ4583  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4583  COUNTRY     -  US
 DJ4583  USGS QUAD   -  LAKE EAU CLAIRE WEST (2018)
 DJ4583
 DJ4583                         *CURRENT SURVEY CONTROL
 DJ4583  ______________________________________________________________________
 DJ4583* NAD 83(1986) POSITION- 44 47 10.22   (N) 091 08 04.28   (W)   HD_HELD1
 DJ4583* NAVD 88 ORTHO HEIGHT -   317.520 (meters)     1041.73  (feet) ADJUSTED
 DJ4583  ______________________________________________________________________
 DJ4583  GEOID HEIGHT    -        -31.445 (meters)                     GEOID18
 DJ4583  DYNAMIC HEIGHT  -        317.486 (meters)     1041.62  (feet) COMP
 DJ4583  MODELED GRAVITY -    980,501.6   (mgal)                       NAVD 88
 DJ4583
 DJ4583  VERT ORDER      -  SECOND    CLASS I
 DJ4583
 DJ4583.The horizontal coordinates were determined by differentially corrected
 DJ4583.hand held GPS observations or other comparable positioning techniques
 DJ4583.and have an estimated accuracy of +/- 3 meters.
 DJ4583
 DJ4583.The orthometric height was determined by differential leveling and
 DJ4583.adjusted by the WI DEPT OF TRANSP
 DJ4583.in May 2012.
 DJ4583
 DJ4583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4583.GEOID18 height accuracy estimate available here.
 DJ4583
 DJ4583.Click photographs - Photos may exist for this station.
 DJ4583
 DJ4583.The dynamic height is computed by dividing the NAVD 88
 DJ4583.geopotential number by the normal gravity value computed on the
 DJ4583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4583.degrees latitude (g = 980.6199 gals.).
 DJ4583
 DJ4583.The modeled gravity was interpolated from observed gravity values.
 DJ4583
 DJ4583;                    North         East    Units  Estimated Accuracy
 DJ4583;SPC WI C     -   106,505.1     510,222.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4583
 DJ4583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4757460890(NAD 83)
 DJ4583
 DJ4583                          SUPERSEDED SURVEY CONTROL
 DJ4583
 DJ4583  NAVD 88 (07/08/08)  317.507  (m)         1041.69   (f) SUPERSEDED  2 1
 DJ4583
 DJ4583.Superseded values are not recommended for survey control.
 DJ4583
 DJ4583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4583.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4583
 DJ4583_MARKER: DD = SURVEY DISK
 DJ4583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4583_STAMPING: 5R47 2005
 DJ4583_MARK LOGO: WIDT
 DJ4583_PROJECTION: FLUSH
 DJ4583_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4583+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2011
 DJ4583
 DJ4583  HISTORY     - Date     Condition        Report By
 DJ4583  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4583  HISTORY     - 20060717 GOOD             WIDT
 DJ4583  HISTORY     - 20111025 GOOD             WIDT
 DJ4583
 DJ4583                          STATION DESCRIPTION
 DJ4583
 DJ4583'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4583'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DJ4583'HIGHWAY NL ABOUT 7 MI (11.3 KM) NORTH OF THE CITY OF AUGUSTA.  THE
 DJ4583'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4583'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4583'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4583'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.7 M (51.5
 DJ4583'FT) EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 27, 29.1 M (95.5
 DJ4583'FT) SOUTH-SOUTHWEST OF A WOOD POST FOR A --HWY 27 NORTH-- SIGN, 26.3 M
 DJ4583'(86.3 FT) NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY NL, 16 M
 DJ4583'(52.5 FT) NORTH OF A YELLOW WOODEN RIGHT-OF-WAY POST, AND 1.0 M (3.3
 DJ4583'FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4583'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4583
 DJ4583                          STATION RECOVERY (2011)
 DJ4583
 DJ4583'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4583'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4584 ***********************************************************************
 DJ4584  DESIGNATION -  5R48
 DJ4584  PID         -  DJ4584
 DJ4584  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4584  COUNTRY     -  US
 DJ4584  USGS QUAD   -  LAKE EAU CLAIRE WEST (2018)
 DJ4584
 DJ4584                         *CURRENT SURVEY CONTROL
 DJ4584  ______________________________________________________________________
 DJ4584* NAD 83(1986) POSITION- 44 50 22.41   (N) 091 07 31.23   (W)   HD_HELD1
 DJ4584* NAVD 88 ORTHO HEIGHT -   328.819 (meters)     1078.80  (feet) ADJUSTED
 DJ4584  ______________________________________________________________________
 DJ4584  GEOID HEIGHT    -        -31.309 (meters)                     GEOID18
 DJ4584  DYNAMIC HEIGHT  -        328.788 (meters)     1078.70  (feet) COMP
 DJ4584  MODELED GRAVITY -    980,512.4   (mgal)                       NAVD 88
 DJ4584
 DJ4584  VERT ORDER      -  SECOND    CLASS I
 DJ4584
 DJ4584.The horizontal coordinates were determined by differentially corrected
 DJ4584.hand held GPS observations or other comparable positioning techniques
 DJ4584.and have an estimated accuracy of +/- 3 meters.
 DJ4584
 DJ4584.The orthometric height was determined by differential leveling and
 DJ4584.adjusted by the WI DEPT OF TRANSP
 DJ4584.in May 2012.
 DJ4584
 DJ4584.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4584.GEOID18 height accuracy estimate available here.
 DJ4584
 DJ4584.Click photographs - Photos may exist for this station.
 DJ4584
 DJ4584.The dynamic height is computed by dividing the NAVD 88
 DJ4584.geopotential number by the normal gravity value computed on the
 DJ4584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4584.degrees latitude (g = 980.6199 gals.).
 DJ4584
 DJ4584.The modeled gravity was interpolated from observed gravity values.
 DJ4584
 DJ4584;                    North         East    Units  Estimated Accuracy
 DJ4584;SPC WI C     -   112,426.7     511,031.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4584
 DJ4584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4816366837(NAD 83)
 DJ4584
 DJ4584                          SUPERSEDED SURVEY CONTROL
 DJ4584
 DJ4584  NAVD 88 (07/08/08)  328.806  (m)         1078.76   (f) SUPERSEDED  2 1
 DJ4584
 DJ4584.Superseded values are not recommended for survey control.
 DJ4584
 DJ4584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4584.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4584
 DJ4584_MARKER: DD = SURVEY DISK
 DJ4584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4584_STAMPING: 5R48 2005
 DJ4584_MARK LOGO: WIDT
 DJ4584_PROJECTION: FLUSH
 DJ4584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4584+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2011
 DJ4584
 DJ4584  HISTORY     - Date     Condition        Report By
 DJ4584  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4584  HISTORY     - 20060714 GOOD             WIDT
 DJ4584  HISTORY     - 20111031 GOOD             WIDT
 DJ4584
 DJ4584                          STATION DESCRIPTION
 DJ4584
 DJ4584'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4584'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DJ4584'HIGHWAY X ABOUT 6.5 MI (10.5 KM) SOUTH OF THE VILLAGE OF CADOTT, GO
 DJ4584'EAST ON COUNTY HIGHWAY X FOR 1.0 MI (1.6 KM) TO WEGGEN ROAD, TURN
 DJ4584'RIGHT AND GO SOUTH ON WEGGEN ROAD FOR 0.25 MI (0.4 KM) TO THE STATION
 DJ4584'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4584'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4584'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4584'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DJ4584'10.8 M (35.4 FT) WEST OF THE CENTERLINE OF WEGGEN ROAD, 52 M (170.6
 DJ4584'FT) SOUTH-SOUTHWEST OF A POWER POLE, 1.5 M (4.9 FT) EAST OF A WIRE
 DJ4584'FENCE, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A WHITE
 DJ4584'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4584'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4584
 DJ4584                          STATION RECOVERY (2011)
 DJ4584
 DJ4584'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4587 ***********************************************************************
 DJ4587  DESIGNATION -  5R49
 DJ4587  PID         -  DJ4587
 DJ4587  STATE/COUNTY-  WI/CHIPPEWA
 DJ4587  COUNTRY     -  US
 DJ4587  USGS QUAD   -  CADOTT (2018)
 DJ4587
 DJ4587                         *CURRENT SURVEY CONTROL
 DJ4587  ______________________________________________________________________
 DJ4587* NAD 83(1986) POSITION- 44 53 28.11   (N) 091 08 45.07   (W)   HD_HELD1
 DJ4587* NAVD 88 ORTHO HEIGHT -   301.242 (meters)      988.32  (feet) ADJUSTED
 DJ4587  ______________________________________________________________________
 DJ4587  GEOID HEIGHT    -        -31.137 (meters)                     GEOID18
 DJ4587  DYNAMIC HEIGHT  -        301.216 (meters)      988.24  (feet) COMP
 DJ4587  MODELED GRAVITY -    980,524.4   (mgal)                       NAVD 88
 DJ4587
 DJ4587  VERT ORDER      -  SECOND    CLASS I
 DJ4587
 DJ4587.The horizontal coordinates were determined by differentially corrected
 DJ4587.hand held GPS observations or other comparable positioning techniques
 DJ4587.and have an estimated accuracy of +/- 3 meters.
 DJ4587
 DJ4587.The orthometric height was determined by differential leveling and
 DJ4587.adjusted by the WI DEPT OF TRANSP
 DJ4587.in May 2012.
 DJ4587
 DJ4587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4587.GEOID18 height accuracy estimate available here.
 DJ4587
 DJ4587.Click photographs - Photos may exist for this station.
 DJ4587
 DJ4587.The dynamic height is computed by dividing the NAVD 88
 DJ4587.geopotential number by the normal gravity value computed on the
 DJ4587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4587.degrees latitude (g = 980.6199 gals.).
 DJ4587
 DJ4587.The modeled gravity was interpolated from observed gravity values.
 DJ4587
 DJ4587;                    North         East    Units  Estimated Accuracy
 DJ4587;SPC WI C     -   118,180.9     509,490.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4587
 DJ4587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4641172529(NAD 83)
 DJ4587
 DJ4587                          SUPERSEDED SURVEY CONTROL
 DJ4587
 DJ4587  NAVD 88 (07/08/08)  301.228  (m)          988.28   (f) SUPERSEDED  2 1
 DJ4587
 DJ4587.Superseded values are not recommended for survey control.
 DJ4587
 DJ4587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4587.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4587
 DJ4587_MARKER: DD = SURVEY DISK
 DJ4587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4587_STAMPING: 5R49 2005
 DJ4587_MARK LOGO: WIDT
 DJ4587_PROJECTION: FLUSH
 DJ4587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4587+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 DJ4587
 DJ4587  HISTORY     - Date     Condition        Report By
 DJ4587  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4587  HISTORY     - 20060714 GOOD             WIDT
 DJ4587  HISTORY     - 20111101 GOOD             WIDT
 DJ4587
 DJ4587                          STATION DESCRIPTION
 DJ4587
 DJ4587'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4587'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4587'HIGHWAY 27 (EXIT 91) IN THE VILLAGE OF CADOTT, GO SOUTH ON STATE
 DJ4587'HIGHWAY 27 FOR 2.5 MI (4.0 KM) TO 40TH AVENUE, CONTINUE SOUTH ON STATE
 DJ4587'HIGHWAY 27 FOR 0.65 MI (1.0 KM) TO THE STATION ON THE LEFT.  THE
 DJ4587'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4587'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4587'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4587'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 20.2 M (66.3
 DJ4587'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 27, 18.5 M (60.7 FT)
 DJ4587'SOUTHEAST OF THE EAST END OF A 75-CM (30 INCH) DIAMETER CORRUGATED
 DJ4587'METAL CULVERT PIPE, 10 M (32.8 FT) SOUTH OF A FIELD ENTRANCE, 1 M (3.3
 DJ4587'FT) WEST OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) EAST, NORTHWEST,
 DJ4587'AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DJ4587'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4587'HORIZON EXCEPT A TREE TO THE SOUTH EXTENDING TO 25 DEGREES ABOVE THE
 DJ4587'HORIZON.
 DJ4587
 DJ4587                          STATION RECOVERY (2011)
 DJ4587
 DJ4587'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4587'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4588 ***********************************************************************
 DJ4588  DESIGNATION -  5R50
 DJ4588  PID         -  DJ4588
 DJ4588  STATE/COUNTY-  WI/CHIPPEWA
 DJ4588  COUNTRY     -  US
 DJ4588  USGS QUAD   -  CADOTT (2018)
 DJ4588
 DJ4588                         *CURRENT SURVEY CONTROL
 DJ4588  ______________________________________________________________________
 DJ4588* NAD 83(1986) POSITION- 44 54 55.85   (N) 091 08 46.05   (W)   HD_HELD1
 DJ4588* NAVD 88 ORTHO HEIGHT -   308.509 (meters)     1012.17  (feet) ADJUSTED
 DJ4588  ______________________________________________________________________
 DJ4588  GEOID HEIGHT    -        -31.086 (meters)                     GEOID18
 DJ4588  DYNAMIC HEIGHT  -        308.484 (meters)     1012.08  (feet) COMP
 DJ4588  MODELED GRAVITY -    980,527.7   (mgal)                       NAVD 88
 DJ4588
 DJ4588  VERT ORDER      -  SECOND    CLASS I
 DJ4588
 DJ4588.The horizontal coordinates were determined by differentially corrected
 DJ4588.hand held GPS observations or other comparable positioning techniques
 DJ4588.and have an estimated accuracy of +/- 3 meters.
 DJ4588
 DJ4588.The orthometric height was determined by differential leveling and
 DJ4588.adjusted by the WI DEPT OF TRANSP
 DJ4588.in May 2012.
 DJ4588
 DJ4588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4588.GEOID18 height accuracy estimate available here.
 DJ4588
 DJ4588.Click photographs - Photos may exist for this station.
 DJ4588
 DJ4588.The dynamic height is computed by dividing the NAVD 88
 DJ4588.geopotential number by the normal gravity value computed on the
 DJ4588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4588.degrees latitude (g = 980.6199 gals.).
 DJ4588
 DJ4588.The modeled gravity was interpolated from observed gravity values.
 DJ4588
 DJ4588;                    North         East    Units  Estimated Accuracy
 DJ4588;SPC WI C     -   120,889.3     509,507.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4588
 DJ4588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4632875236(NAD 83)
 DJ4588
 DJ4588                          SUPERSEDED SURVEY CONTROL
 DJ4588
 DJ4588  NAVD 88 (07/08/08)  308.496  (m)         1012.12   (f) SUPERSEDED  2 1
 DJ4588
 DJ4588.Superseded values are not recommended for survey control.
 DJ4588
 DJ4588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4588.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4588
 DJ4588_MARKER: DD = SURVEY DISK
 DJ4588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4588_STAMPING: 5R50 2005
 DJ4588_MARK LOGO: WIDT
 DJ4588_PROJECTION: FLUSH
 DJ4588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4588+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 DJ4588
 DJ4588  HISTORY     - Date     Condition        Report By
 DJ4588  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4588  HISTORY     - 20060712 GOOD             WIDT
 DJ4588  HISTORY     - 20111101 GOOD             WIDT
 DJ4588
 DJ4588                          STATION DESCRIPTION
 DJ4588
 DJ4588'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4588'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4588'HIGHWAY 27 (EXIT 91) IN THE VILLAGE OF CADOTT, GO SOUTH ON STATE
 DJ4588'HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO 50TH AVENUE AND THE STATION ON THE
 DJ4588'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4588'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4588'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4588'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4588'15.6 M (51.2 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 27, 33.9 M
 DJ4588'(111.2 FT) NORTH OF THE CENTERLINE OF 50TH AVENUE, 9.2 M (30.2 FT)
 DJ4588'EAST-SOUTHEAST OF A YELLOW WOOD RIGHT-OF-WAY POST, AND 1.0 M (3.3 FT)
 DJ4588'WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4588'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4588'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4588
 DJ4588                          STATION RECOVERY (2011)
 DJ4588
 DJ4588'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4588'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4351 ***********************************************************************
 DL4351  DESIGNATION -  5R51
 DL4351  PID         -  DL4351
 DL4351  STATE/COUNTY-  WI/CHIPPEWA
 DL4351  COUNTRY     -  US
 DL4351  USGS QUAD   -  CHIPPEWA FALLS (2018)
 DL4351
 DL4351                         *CURRENT SURVEY CONTROL
 DL4351  ______________________________________________________________________
 DL4351* NAD 83(1986) POSITION- 44 59 06.8    (N) 091 23 18.7    (W)   HD_HELD2
 DL4351* NAVD 88 ORTHO HEIGHT -   284.631 (meters)      933.83  (feet) ADJUSTED
 DL4351  ______________________________________________________________________
 DL4351  GEOID HEIGHT    -        -30.951 (meters)                     GEOID18
 DL4351  DYNAMIC HEIGHT  -        284.605 (meters)      933.74  (feet) COMP
 DL4351  MODELED GRAVITY -    980,519.7   (mgal)                       NAVD 88
 DL4351
 DL4351  VERT ORDER      -  SECOND    CLASS I
 DL4351
 DL4351.The horizontal coordinates were established by autonomous hand held GPS
 DL4351.observations and have an estimated accuracy of +/- 10 meters.
 DL4351
 DL4351.The orthometric height was determined by differential leveling and
 DL4351.adjusted by the WI DEPT OF TRANSP
 DL4351.in May 2012.
 DL4351
 DL4351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4351.GEOID18 height accuracy estimate available here.
 DL4351
 DL4351.Click photographs - Photos may exist for this station.
 DL4351
 DL4351.The dynamic height is computed by dividing the NAVD 88
 DL4351.geopotential number by the normal gravity value computed on the
 DL4351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4351.degrees latitude (g = 980.6199 gals.).
 DL4351
 DL4351.The modeled gravity was interpolated from observed gravity values.
 DL4351
 DL4351;                    North         East    Units  Estimated Accuracy
 DL4351;SPC WI C     -   128,933.      490,502.      MT  (+/- 10 meters HH2 GPS)
 DL4351
 DL4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2704182571(NAD 83)
 DL4351
 DL4351                          SUPERSEDED SURVEY CONTROL
 DL4351
 DL4351.No superseded survey control is available for this station.
 DL4351
 DL4351_MARKER: DD = SURVEY DISK
 DL4351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4351_STAMPING: 5R51 2006
 DL4351_MARK LOGO: WIDT
 DL4351_PROJECTION: FLUSH
 DL4351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4351+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2007
 DL4351
 DL4351  HISTORY     - Date     Condition        Report By
 DL4351  HISTORY     - 2005     MONUMENTED       WIDT
 DL4351  HISTORY     - 20070830 GOOD             WIDT
 DL4351
 DL4351                          STATION DESCRIPTION
 DL4351
 DL4351'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4351'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF JIM FALLS,
 DL4351'5.9 MI (9.5 KM) NORTHWEST OF LAKE WISSOTA AND 3.3 MI (5.3 KM) NORTH OF
 DL4351'CHIPPEWA FALLS.
 DL4351'
 DL4351'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 124 WITH
 DL4351'COUNTY HIGHWAY S ON THE NORTH SIDE OF THE CITY OF CHIPPEWA FALLS, GO
 DL4351'NORTH ON STATE HIGHWAY 124 FOR 0.9 MI (1.4 KM) TO 95TH AVENUE.
 DL4351'CONTINUE NORTH ON STATE HIGHWAY 124 FOR 0.30 MI (0.5 KM) TO THE
 DL4351'STATION ON THE LEFT.
 DL4351'
 DL4351'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4351'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4351'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4351'0.5 M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT, 15.6 M (51.2 FT) EAST
 DL4351'OF THE CENTERLINE OF STATE HIGHWAY 124, APPROXIMATELY 111 M (364.2 FT)
 DL4351'SOUTH OF 98TH AVENUE, 89.5 M (293.6 FT) NORTH-NORTHWEST OF A REDUCE
 DL4351'SPEED AHEAD 45 MPH SIGN POST, 72.3 M (237.2 FT) NORTH OF PRIVATE
 DL4351'ENTRANCE NUMBER 9766, 32.5 M (106.6 FT) SOUTHWEST OF POWER POLE NUMBER
 DL4351'8814EE69 WITH THREE TRANSFORMERS, 32.0 M (105.0 FT) SOUTHWEST OF AN
 DL4351'ORANGE UNDERGROUND FIBER OPTIC CABLE SIGN POST, 2.0 M (6.6 FT) EAST OF
 DL4351'A NORTH-SOUTH LINE OF EVERGREEN TREES AND 1.0 M (3.3 FT) NORTH AND
 DL4351'SOUTH OF A WHITE PLASTIC WITNESS POST.
 DL4351'
 DL4351'NOTE-THIS STATION IS CURRENTLY NOT SUITABLE FOR GPS OBSERVATIONS DUE
 DL4351'TO THE REFERENCED EVERGREEN TREES TO THE WEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4519 ***********************************************************************
 DJ4519  DESIGNATION -  5S01
 DJ4519  PID         -  DJ4519
 DJ4519  STATE/COUNTY-  WI/CLARK
 DJ4519  COUNTRY     -  US
 DJ4519  USGS QUAD   -  COLUMBIA (2018)
 DJ4519
 DJ4519                         *CURRENT SURVEY CONTROL
 DJ4519  ______________________________________________________________________
 DJ4519* NAD 83(1986) POSITION- 44 34 52.54   (N) 090 44 28.83   (W)   HD_HELD1
 DJ4519* NAVD 88 ORTHO HEIGHT -   327.769 (meters)     1075.36  (feet) ADJUSTED
 DJ4519  ______________________________________________________________________
 DJ4519  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 DJ4519  DYNAMIC HEIGHT  -        327.719 (meters)     1075.19  (feet) COMP
 DJ4519  MODELED GRAVITY -    980,456.4   (mgal)                       NAVD 88
 DJ4519
 DJ4519  VERT ORDER      -  SECOND    CLASS I
 DJ4519
 DJ4519.The horizontal coordinates were determined by differentially corrected
 DJ4519.hand held GPS observations or other comparable positioning techniques
 DJ4519.and have an estimated accuracy of +/- 3 meters.
 DJ4519
 DJ4519.The orthometric height was determined by differential leveling and
 DJ4519.adjusted by the WI DEPT OF TRANSP
 DJ4519.in May 2012.
 DJ4519
 DJ4519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4519.GEOID18 height accuracy estimate available here.
 DJ4519
 DJ4519.Click photographs - Photos may exist for this station.
 DJ4519
 DJ4519.The dynamic height is computed by dividing the NAVD 88
 DJ4519.geopotential number by the normal gravity value computed on the
 DJ4519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4519.degrees latitude (g = 980.6199 gals.).
 DJ4519
 DJ4519.The modeled gravity was interpolated from observed gravity values.
 DJ4519
 DJ4519;                    North         East    Units  Estimated Accuracy
 DJ4519;SPC WI C     -    83,377.0     541,126.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4519
 DJ4519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7930938916(NAD 83)
 DJ4519
 DJ4519                          SUPERSEDED SURVEY CONTROL
 DJ4519
 DJ4519  NAVD 88 (07/08/08)  327.753  (m)         1075.30   (f) SUPERSEDED  2 1
 DJ4519
 DJ4519.Superseded values are not recommended for survey control.
 DJ4519
 DJ4519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4519.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4519
 DJ4519_MARKER: DD = SURVEY DISK
 DJ4519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4519_STAMPING: 5S01 2005
 DJ4519_MARK LOGO: WIDT
 DJ4519_PROJECTION: FLUSH
 DJ4519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4519+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 DJ4519
 DJ4519  HISTORY     - Date     Condition        Report By
 DJ4519  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4519  HISTORY     - 20060825 GOOD             WIDT
 DJ4519  HISTORY     - 20110809 GOOD             WIDT
 DJ4519
 DJ4519                          STATION DESCRIPTION
 DJ4519
 DJ4519'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4519'TO REACH THE STATION FROM THE WESTERNMOST JUNCTION OF US HIGHWAY 10
 DJ4519'WITH COUNTY HIGHWAY B ABOUT 6 MI (9.7 KM) WEST OF THE CITY OF
 DJ4519'NEILLSVILLE, GO NORTHWEST ON US HIGHWAY 10 FOR 0.8 MI (1.3 KM) TO
 DJ4519'BACHELORS AVENUE AND THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4519'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4519'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4519'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT)
 DJ4519'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 18.0 M (59.1 FT) NORTHEAST
 DJ4519'OF THE CENTERLINE OF US HIGHWAY 10, 21.9 M (71.9 FT) NORTH-NORTHWEST
 DJ4519'OF A WOOD POST FOR A --STOP-- SIGN, 18 M (59.1 FT) WEST OF THE CENTER
 DJ4519'OF BACHELORS AVENUE, 11 M (36.1 FT) SOUTHEAST A LARGE WOODEN --CLARK
 DJ4519'COUNTY FOREST-- SIGN, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND
 DJ4519'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS
 DJ4519'OBSTRUCTED BY TREES TO THE SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE
 DJ4519'HORIZON AND TREES TO THE NORTH EXTENDING TO 60 DEGREES ABOVE THE
 DJ4519'HORIZON.
 DJ4519
 DJ4519                          STATION RECOVERY (2011)
 DJ4519
 DJ4519'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4519'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4521 ***********************************************************************
 DJ4521  DESIGNATION -  5S02
 DJ4521  PID         -  DJ4521
 DJ4521  STATE/COUNTY-  WI/CLARK
 DJ4521  COUNTRY     -  US
 DJ4521  USGS QUAD   -  WILLARD (2018)
 DJ4521
 DJ4521                         *CURRENT SURVEY CONTROL
 DJ4521  ______________________________________________________________________
 DJ4521* NAD 83(1986) POSITION- 44 38 29.00   (N) 090 44 25.64   (W)   HD_HELD1
 DJ4521* NAVD 88 ORTHO HEIGHT -   329.108 (meters)     1079.75  (feet) ADJUSTED
 DJ4521  ______________________________________________________________________
 DJ4521  GEOID HEIGHT    -        -32.701 (meters)                     GEOID18
 DJ4521  DYNAMIC HEIGHT  -        329.059 (meters)     1079.59  (feet) COMP
 DJ4521  MODELED GRAVITY -    980,459.0   (mgal)                       NAVD 88
 DJ4521
 DJ4521  VERT ORDER      -  SECOND    CLASS I
 DJ4521
 DJ4521.The horizontal coordinates were determined by differentially corrected
 DJ4521.hand held GPS observations or other comparable positioning techniques
 DJ4521.and have an estimated accuracy of +/- 3 meters.
 DJ4521
 DJ4521.The orthometric height was determined by differential leveling and
 DJ4521.adjusted by the WI DEPT OF TRANSP
 DJ4521.in May 2012.
 DJ4521
 DJ4521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4521.GEOID18 height accuracy estimate available here.
 DJ4521
 DJ4521.Click photographs - Photos may exist for this station.
 DJ4521
 DJ4521.The dynamic height is computed by dividing the NAVD 88
 DJ4521.geopotential number by the normal gravity value computed on the
 DJ4521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4521.degrees latitude (g = 980.6199 gals.).
 DJ4521
 DJ4521.The modeled gravity was interpolated from observed gravity values.
 DJ4521
 DJ4521;                    North         East    Units  Estimated Accuracy
 DJ4521;SPC WI C     -    90,057.4     541,258.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4521
 DJ4521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7919445597(NAD 83)
 DJ4521
 DJ4521                          SUPERSEDED SURVEY CONTROL
 DJ4521
 DJ4521  NAVD 88 (07/08/08)  329.092  (m)         1079.70   (f) SUPERSEDED  2 1
 DJ4521
 DJ4521.Superseded values are not recommended for survey control.
 DJ4521
 DJ4521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4521.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4521
 DJ4521_MARKER: DD = SURVEY DISK
 DJ4521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4521_STAMPING: 5S02 2005
 DJ4521_MARK LOGO: WIDT
 DJ4521_PROJECTION: FLUSH
 DJ4521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4521+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2011
 DJ4521
 DJ4521  HISTORY     - Date     Condition        Report By
 DJ4521  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4521  HISTORY     - 20060825 GOOD             WIDT
 DJ4521  HISTORY     - 20110811 GOOD             WIDT
 DJ4521
 DJ4521                          STATION DESCRIPTION
 DJ4521
 DJ4521'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4521'TO REACH THE STATION FROM THE WESTERNMOST JUNCTION OF US HIGHWAY 10
 DJ4521'WITH COUNTY HIGHWAY B ABOUT 6 MI (9.7 KM) WEST OF THE CITY OF
 DJ4521'NEILLSVILLE, GO NORTHWEST ON US HIGHWAY 10 FOR 0.8 MI (1.3 KM) TO
 DJ4521'BACHELORS AVENUE ON THE RIGHT, TURN RIGHT AND GO NORTH ON BACHELORS
 DJ4521'AVENUE FOR 3.1 MI (5.0 KM) TO CHILI ROAD ON THE RIGHT, CONTINUE NORTH
 DJ4521'ON BACHELORS AVENUE FOR 1.1 MI (1.8 KM) TO THE STATION ON THE RIGHT.
 DJ4521'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4521'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4521'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4521'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7 M
 DJ4521'(23.0 FT) EAST OF THE CENTER OF BACHELORS AVENUE, 30 M (98.4 FT) SOUTH
 DJ4521'OF A PRIVATE ENTRANCE --N6152--, 5.8 M (19.0 FT) SOUTH OF THE EAST END
 DJ4521'OF AN 80-CM (31 INCH) DIAMETER CONCRETE CULVERT PIPE, AND 1.0 M (3.3
 DJ4521'FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4521'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4521'HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING TO 30 DEGREES
 DJ4521'ABOVE THE HORIZON.
 DJ4521
 DJ4521                          STATION RECOVERY (2011)
 DJ4521
 DJ4521'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4523 ***********************************************************************
 DJ4523  DESIGNATION -  5S03
 DJ4523  PID         -  DJ4523
 DJ4523  STATE/COUNTY-  WI/CLARK
 DJ4523  COUNTRY     -  US
 DJ4523  USGS QUAD   -  ROCK DAM LAKE (2018)
 DJ4523
 DJ4523                         *CURRENT SURVEY CONTROL
 DJ4523  ______________________________________________________________________
 DJ4523* NAD 83(1986) POSITION- 44 41 01.68   (N) 090 45 06.50   (W)   HD_HELD1
 DJ4523* NAVD 88 ORTHO HEIGHT -   338.597 (meters)     1110.88  (feet) ADJUSTED
 DJ4523  ______________________________________________________________________
 DJ4523  GEOID HEIGHT    -        -32.587 (meters)                     GEOID18
 DJ4523  DYNAMIC HEIGHT  -        338.549 (meters)     1110.72  (feet) COMP
 DJ4523  MODELED GRAVITY -    980,465.1   (mgal)                       NAVD 88
 DJ4523
 DJ4523  VERT ORDER      -  SECOND    CLASS I
 DJ4523
 DJ4523.The horizontal coordinates were determined by differentially corrected
 DJ4523.hand held GPS observations or other comparable positioning techniques
 DJ4523.and have an estimated accuracy of +/- 3 meters.
 DJ4523
 DJ4523.The orthometric height was determined by differential leveling and
 DJ4523.adjusted by the WI DEPT OF TRANSP
 DJ4523.in May 2012.
 DJ4523
 DJ4523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4523.GEOID18 height accuracy estimate available here.
 DJ4523
 DJ4523.Click photographs - Photos may exist for this station.
 DJ4523
 DJ4523.The dynamic height is computed by dividing the NAVD 88
 DJ4523.geopotential number by the normal gravity value computed on the
 DJ4523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4523.degrees latitude (g = 980.6199 gals.).
 DJ4523
 DJ4523.The modeled gravity was interpolated from observed gravity values.
 DJ4523
 DJ4523;                    North         East    Units  Estimated Accuracy
 DJ4523;SPC WI C     -    94,778.1     540,401.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4523
 DJ4523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7816450284(NAD 83)
 DJ4523
 DJ4523                          SUPERSEDED SURVEY CONTROL
 DJ4523
 DJ4523  NAVD 88 (07/08/08)  338.581  (m)         1110.83   (f) SUPERSEDED  2 1
 DJ4523
 DJ4523.Superseded values are not recommended for survey control.
 DJ4523
 DJ4523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4523.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4523
 DJ4523_MARKER: DD = SURVEY DISK
 DJ4523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4523_STAMPING: 5S03 2005
 DJ4523_MARK LOGO: WIDT
 DJ4523_PROJECTION: FLUSH
 DJ4523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4523+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2011
 DJ4523
 DJ4523  HISTORY     - Date     Condition        Report By
 DJ4523  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4523  HISTORY     - 20060828 GOOD             WIDT
 DJ4523  HISTORY     - 20110811 GOOD             WIDT
 DJ4523
 DJ4523                          STATION DESCRIPTION
 DJ4523
 DJ4523'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4523'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY I WITH COUNTY
 DJ4523'HIGHWAY M TO THE NORTH AND BALD PEAK AVENUE TO THE SOUTH ABOUT 13 MI
 DJ4523'(20.9 KM) NORTHWEST OF THE CITY OF NEILLSVILLE, GO EAST ON COUNTY
 DJ4523'HIGHWAY I FOR 2.0 MI (3.2 KM) TO GORMAN AVENUE ON THE LEFT, CONTINUE
 DJ4523'EAST ON COUNTY HIGHWAY I FOR 0.45 MI (0.7 KM) TO THE STATION ON THE
 DJ4523'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4523'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4523'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4523'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4523'12.0 M (39.4 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY I, 0.05 MI
 DJ4523'(0.1 KM) WEST OF IVES AVENUE, 28.3 M (92.8 FT) SOUTHWEST OF A POWER
 DJ4523'POLE, 11 M (36.1 FT) EAST OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT)
 DJ4523'SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4523'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4523'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4523
 DJ4523                          STATION RECOVERY (2011)
 DJ4523
 DJ4523'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4524 ***********************************************************************
 DJ4524  DESIGNATION -  5S04
 DJ4524  PID         -  DJ4524
 DJ4524  STATE/COUNTY-  WI/CLARK
 DJ4524  COUNTRY     -  US
 DJ4524  USGS QUAD   -  ROCK DAM LAKE (2018)
 DJ4524
 DJ4524                         *CURRENT SURVEY CONTROL
 DJ4524  ______________________________________________________________________
 DJ4524* NAD 83(1986) POSITION- 44 41 01.88   (N) 090 46 57.31   (W)   HD_HELD1
 DJ4524* NAVD 88 ORTHO HEIGHT -   341.779 (meters)     1121.32  (feet) ADJUSTED
 DJ4524  ______________________________________________________________________
 DJ4524  GEOID HEIGHT    -        -32.509 (meters)                     GEOID18
 DJ4524  DYNAMIC HEIGHT  -        341.731 (meters)     1121.16  (feet) COMP
 DJ4524  MODELED GRAVITY -    980,467.4   (mgal)                       NAVD 88
 DJ4524
 DJ4524  VERT ORDER      -  SECOND    CLASS I
 DJ4524
 DJ4524.The horizontal coordinates were determined by differentially corrected
 DJ4524.hand held GPS observations or other comparable positioning techniques
 DJ4524.and have an estimated accuracy of +/- 3 meters.
 DJ4524
 DJ4524.The orthometric height was determined by differential leveling and
 DJ4524.adjusted by the WI DEPT OF TRANSP
 DJ4524.in May 2012.
 DJ4524
 DJ4524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4524.GEOID18 height accuracy estimate available here.
 DJ4524
 DJ4524.Click photographs - Photos may exist for this station.
 DJ4524
 DJ4524.The dynamic height is computed by dividing the NAVD 88
 DJ4524.geopotential number by the normal gravity value computed on the
 DJ4524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4524.degrees latitude (g = 980.6199 gals.).
 DJ4524
 DJ4524.The modeled gravity was interpolated from observed gravity values.
 DJ4524
 DJ4524;                    North         East    Units  Estimated Accuracy
 DJ4524;SPC WI C     -    94,807.4     537,961.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4524
 DJ4524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7572550223(NAD 83)
 DJ4524
 DJ4524                          SUPERSEDED SURVEY CONTROL
 DJ4524
 DJ4524  NAVD 88 (07/08/08)  341.762  (m)         1121.26   (f) SUPERSEDED  2 1
 DJ4524
 DJ4524.Superseded values are not recommended for survey control.
 DJ4524
 DJ4524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4524.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4524
 DJ4524_MARKER: DD = SURVEY DISK
 DJ4524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4524_STAMPING: 5S04 2005
 DJ4524_MARK LOGO: WIDT
 DJ4524_PROJECTION: FLUSH
 DJ4524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4524+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2011
 DJ4524
 DJ4524  HISTORY     - Date     Condition        Report By
 DJ4524  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4524  HISTORY     - 20060828 GOOD             WIDT
 DJ4524  HISTORY     - 20110811 GOOD             WIDT
 DJ4524
 DJ4524                          STATION DESCRIPTION
 DJ4524
 DJ4524'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4524'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY I WITH COUNTY
 DJ4524'HIGHWAY M TO THE NORTH AND BALD PEAK AVENUE TO THE SOUTH ABOUT 13 MI
 DJ4524'(20.9 KM) NORTHWEST OF THE CITY OF NEILLSVILLE, GO EAST ON COUNTY
 DJ4524'HIGHWAY I FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4524'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4524'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4524'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4524'ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 12.2
 DJ4524'M (40.0 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY I, 49 M (160.8
 DJ4524'FT) SOUTHWEST OF A POWER POLE --95--, 39.1 M (128.3 FT) EAST OF A WOOD
 DJ4524'CORNER FENCE POST, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST
 DJ4524'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4524'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4524'HORIZON.
 DJ4524
 DJ4524                          STATION RECOVERY (2011)
 DJ4524
 DJ4524'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4524'NOTE - - TREE TO WEST OBTRUCTS HORIZON GREATER THAN 20 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4525 ***********************************************************************
 DJ4525  DESIGNATION -  5S05
 DJ4525  PID         -  DJ4525
 DJ4525  STATE/COUNTY-  WI/CLARK
 DJ4525  COUNTRY     -  US
 DJ4525  USGS QUAD   -  ROCK DAM LAKE (2018)
 DJ4525
 DJ4525                         *CURRENT SURVEY CONTROL
 DJ4525  ______________________________________________________________________
 DJ4525* NAD 83(1986) POSITION- 44 43 38.38   (N) 090 48 01.90   (W)   HD_HELD1
 DJ4525* NAVD 88 ORTHO HEIGHT -   313.919 (meters)     1029.92  (feet) ADJUSTED
 DJ4525  ______________________________________________________________________
 DJ4525  GEOID HEIGHT    -        -32.352 (meters)                     GEOID18
 DJ4525  DYNAMIC HEIGHT  -        313.876 (meters)     1029.77  (feet) COMP
 DJ4525  MODELED GRAVITY -    980,474.4   (mgal)                       NAVD 88
 DJ4525
 DJ4525  VERT ORDER      -  SECOND    CLASS I
 DJ4525
 DJ4525.The horizontal coordinates were determined by differentially corrected
 DJ4525.hand held GPS observations or other comparable positioning techniques
 DJ4525.and have an estimated accuracy of +/- 3 meters.
 DJ4525
 DJ4525.The orthometric height was determined by differential leveling and
 DJ4525.adjusted by the WI DEPT OF TRANSP
 DJ4525.in May 2012.
 DJ4525
 DJ4525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4525.GEOID18 height accuracy estimate available here.
 DJ4525
 DJ4525.Click photographs - Photos may exist for this station.
 DJ4525
 DJ4525.The dynamic height is computed by dividing the NAVD 88
 DJ4525.geopotential number by the normal gravity value computed on the
 DJ4525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4525.degrees latitude (g = 980.6199 gals.).
 DJ4525
 DJ4525.The modeled gravity was interpolated from observed gravity values.
 DJ4525
 DJ4525;                    North         East    Units  Estimated Accuracy
 DJ4525;SPC WI C     -    99,651.6     536,586.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4525
 DJ4525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7417255013(NAD 83)
 DJ4525
 DJ4525                          SUPERSEDED SURVEY CONTROL
 DJ4525
 DJ4525  NAVD 88 (07/08/08)  313.902  (m)         1029.86   (f) SUPERSEDED  2 1
 DJ4525
 DJ4525.Superseded values are not recommended for survey control.
 DJ4525
 DJ4525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4525.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4525
 DJ4525_MARKER: DD = SURVEY DISK
 DJ4525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4525_STAMPING: 5S05 2005
 DJ4525_MARK LOGO: WIDT
 DJ4525_PROJECTION: FLUSH
 DJ4525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4525+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2011
 DJ4525
 DJ4525  HISTORY     - Date     Condition        Report By
 DJ4525  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4525  HISTORY     - 20060828 GOOD             WIDT
 DJ4525  HISTORY     - 20110815 GOOD             WIDT
 DJ4525
 DJ4525                          STATION DESCRIPTION
 DJ4525
 DJ4525'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4525'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DJ4525'HIGHWAY GG TO THE EAST AND WILLARD ROAD TO THE WEST ABOUT 4 MI (6.4
 DJ4525'KM) WEST OF THE COMMUNITY OF WILLARD, GO SOUTH ON COUNTY HIGHWAY M FOR
 DJ4525'1.0 MI (1.6 KM) TO CHICKADEE ROAD ON THE LEFT AND THE STATION ON THE
 DJ4525'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4525'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4525'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4525'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4525'25.1 M (82.3 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY M, 31.4 M
 DJ4525'(103.0 FT) SOUTH OF THE CENTERLINE OF CHICKADEE ROAD, AND 1.0 M (3.3
 DJ4525'FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4525'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4525
 DJ4525                          STATION RECOVERY (2011)
 DJ4525
 DJ4525'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4796 ***********************************************************************
 DJ4796  DESIGNATION -  5S06
 DJ4796  PID         -  DJ4796
 DJ4796  STATE/COUNTY-  WI/CLARK
 DJ4796  COUNTRY     -  US
 DJ4796  USGS QUAD   -  ROCK DAM LAKE (2018)
 DJ4796
 DJ4796                         *CURRENT SURVEY CONTROL
 DJ4796  ______________________________________________________________________
 DJ4796* NAD 83(1986) POSITION- 44 44 21.33   (N) 090 48 06.48   (W)   HD_HELD1
 DJ4796* NAVD 88 ORTHO HEIGHT -   313.638 (meters)     1028.99  (feet) ADJUSTED
 DJ4796  ______________________________________________________________________
 DJ4796  GEOID HEIGHT    -        -32.314 (meters)                     GEOID18
 DJ4796  DYNAMIC HEIGHT  -        313.596 (meters)     1028.86  (feet) COMP
 DJ4796  MODELED GRAVITY -    980,476.2   (mgal)                       NAVD 88
 DJ4796
 DJ4796  VERT ORDER      -  SECOND    CLASS I
 DJ4796
 DJ4796.The horizontal coordinates were determined by differentially corrected
 DJ4796.hand held GPS observations or other comparable positioning techniques
 DJ4796.and have an estimated accuracy of +/- 3 meters.
 DJ4796
 DJ4796.The orthometric height was determined by differential leveling and
 DJ4796.adjusted by the WI DEPT OF TRANSP
 DJ4796.in May 2012.
 DJ4796
 DJ4796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4796.GEOID18 height accuracy estimate available here.
 DJ4796
 DJ4796.Click photographs - Photos may exist for this station.
 DJ4796
 DJ4796.The dynamic height is computed by dividing the NAVD 88
 DJ4796.geopotential number by the normal gravity value computed on the
 DJ4796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4796.degrees latitude (g = 980.6199 gals.).
 DJ4796
 DJ4796.The modeled gravity was interpolated from observed gravity values.
 DJ4796
 DJ4796;                    North         East    Units  Estimated Accuracy
 DJ4796;SPC WI C     -   100,978.3     536,499.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4796
 DJ4796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7403656336(NAD 83)
 DJ4796
 DJ4796                          SUPERSEDED SURVEY CONTROL
 DJ4796
 DJ4796  NAVD 88 (07/08/08)  313.620  (m)         1028.94   (f) SUPERSEDED  2 1
 DJ4796
 DJ4796.Superseded values are not recommended for survey control.
 DJ4796
 DJ4796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4796.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4796
 DJ4796_MARKER: DD = SURVEY DISK
 DJ4796_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4796_SP_SET: BRIDGE ABUTMENT
 DJ4796_STAMPING: 5S06 2005
 DJ4796_MARK LOGO: WIDT
 DJ4796_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4796+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2011
 DJ4796
 DJ4796  HISTORY     - Date     Condition        Report By
 DJ4796  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4796  HISTORY     - 20060829 GOOD             WIDT
 DJ4796  HISTORY     - 20110815 GOOD             WIDT
 DJ4796
 DJ4796                          STATION DESCRIPTION
 DJ4796
 DJ4796'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4796'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DJ4796'HIGHWAY GG TO THE EAST AND WILLARD ROAD TO THE WEST ABOUT 4 MI (6.4
 DJ4796'KM) WEST OF THE COMMUNITY OF WILLARD, GO SOUTH ON COUNTY HIGHWAY M FOR
 DJ4796'0.2 MI (0.3 KM) TO A BRIDGE OVER CAMERON CREEK AND THE STATION ON THE
 DJ4796'RIGHT.
 DJ4796'
 DJ4796'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4796'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DJ4796'THE NORTH ABUTMENT OF THE BRIDGE --B-10-37-75--, ABOUT LEVEL WITH THE
 DJ4796'HIGHWAY PAVEMENT.
 DJ4796'
 DJ4796'THE STATION IS 5.0 M (16.4 FT) WEST OF THE CENTERLINE OF COUNTY
 DJ4796'HIGHWAY M AND 0.1 M (0.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DJ4796
 DJ4796                          STATION RECOVERY (2011)
 DJ4796
 DJ4796'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4527 ***********************************************************************
 DJ4527  DESIGNATION -  5S46
 DJ4527  PID         -  DJ4527
 DJ4527  STATE/COUNTY-  WI/CLARK
 DJ4527  COUNTRY     -  US
 DJ4527  USGS QUAD   -  MEAD LAKE WEST (2018)
 DJ4527
 DJ4527                         *CURRENT SURVEY CONTROL
 DJ4527  ______________________________________________________________________
 DJ4527* NAD 83(1986) POSITION- 44 47 59.74   (N) 090 48 03.23   (W)   HD_HELD1
 DJ4527* NAVD 88 ORTHO HEIGHT -   339.232 (meters)     1112.96  (feet) ADJUSTED
 DJ4527  ______________________________________________________________________
 DJ4527  GEOID HEIGHT    -        -32.114 (meters)                     GEOID18
 DJ4527  DYNAMIC HEIGHT  -        339.191 (meters)     1112.83  (feet) COMP
 DJ4527  MODELED GRAVITY -    980,485.5   (mgal)                       NAVD 88
 DJ4527
 DJ4527  VERT ORDER      -  SECOND    CLASS I
 DJ4527
 DJ4527.The horizontal coordinates were determined by differentially corrected
 DJ4527.hand held GPS observations or other comparable positioning techniques
 DJ4527.and have an estimated accuracy of +/- 3 meters.
 DJ4527
 DJ4527.The orthometric height was determined by differential leveling and
 DJ4527.adjusted by the WI DEPT OF TRANSP
 DJ4527.in May 2012.
 DJ4527
 DJ4527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4527.GEOID18 height accuracy estimate available here.
 DJ4527
 DJ4527.Click photographs - Photos may exist for this station.
 DJ4527
 DJ4527.The dynamic height is computed by dividing the NAVD 88
 DJ4527.geopotential number by the normal gravity value computed on the
 DJ4527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4527.degrees latitude (g = 980.6199 gals.).
 DJ4527
 DJ4527.The modeled gravity was interpolated from observed gravity values.
 DJ4527
 DJ4527;                    North         East    Units  Estimated Accuracy
 DJ4527;SPC WI C     -   107,718.9     536,637.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4527
 DJ4527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7392563077(NAD 83)
 DJ4527
 DJ4527                          SUPERSEDED SURVEY CONTROL
 DJ4527
 DJ4527  NAVD 88 (07/08/08)  339.214  (m)         1112.90   (f) SUPERSEDED  2 1
 DJ4527
 DJ4527.Superseded values are not recommended for survey control.
 DJ4527
 DJ4527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4527.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4527
 DJ4527_MARKER: DD = SURVEY DISK
 DJ4527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4527_STAMPING: 5S46 2005
 DJ4527_MARK LOGO: WIDT
 DJ4527_PROJECTION: FLUSH
 DJ4527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4527+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DJ4527
 DJ4527  HISTORY     - Date     Condition        Report By
 DJ4527  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4527  HISTORY     - 20060830 GOOD             WIDT
 DJ4527
 DJ4527                          STATION DESCRIPTION
 DJ4527
 DJ4527'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4527'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DJ4527'HIGHWAY MM TO THE WEST AND KINGTON ROAD TO THE EAST ABOUT 9 MI (14.5
 DJ4527'KM) SOUTH OF THE CITY OF THORP, GO SOUTH ON COUNTY HIGHWAY M FOR 1.0
 DJ4527'MI (1.6 KM) TO 153 ROAD AND THE STATION ON THE RIGHT.  THE STATION IS
 DJ4527'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4527'CONTROL STATION DISK SET IN THE TOP A 40-CM (16 INCH) DIAMETER
 DJ4527'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 0.5
 DJ4527'M (1.6 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 8 M (26.2 FT)
 DJ4527'SOUTH OF THE CENTER OF 153 ROAD, 34 M (111.5 FT) SOUTHEAST OF A POWER
 DJ4527'POLE, 30.7 M (100.7 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY M,
 DJ4527'24.0 M (78.7 FT) SOUTHWEST OF A TELEPHONE PEDESTAL --BTLR 31101--, 1.0
 DJ4527'M (3.3 FT) NORTH OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) SOUTH,
 DJ4527'NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4527'---NOTE---THIS STATION IS OBSTRUCTED BY TREES TO THE WEST OF THE
 DJ4527'STATION EXTENDING TO 40 DEGREES ABOVE THE HORIZON AND A 4-PHASE POWER
 DJ4527'LINE TO THE EAST EXTENDING TO BETWEEN 30 AND 35 DEGREES ABOVE THE
 DJ4527'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4528 ***********************************************************************
 DJ4528  DESIGNATION -  5S47
 DJ4528  PID         -  DJ4528
 DJ4528  STATE/COUNTY-  WI/CLARK
 DJ4528  COUNTRY     -  US
 DJ4528  USGS QUAD   -  MEAD LAKE WEST (2018)
 DJ4528
 DJ4528                         *CURRENT SURVEY CONTROL
 DJ4528  ______________________________________________________________________
 DJ4528* NAD 83(1986) POSITION- 44 51 26.85   (N) 090 48 04.20   (W)   HD_HELD1
 DJ4528* NAVD 88 ORTHO HEIGHT -   346.769 (meters)     1137.69  (feet) ADJUSTED
 DJ4528  ______________________________________________________________________
 DJ4528  GEOID HEIGHT    -        -31.911 (meters)                     GEOID18
 DJ4528  DYNAMIC HEIGHT  -        346.729 (meters)     1137.56  (feet) COMP
 DJ4528  MODELED GRAVITY -    980,494.2   (mgal)                       NAVD 88
 DJ4528
 DJ4528  VERT ORDER      -  SECOND    CLASS I
 DJ4528
 DJ4528.The horizontal coordinates were determined by differentially corrected
 DJ4528.hand held GPS observations or other comparable positioning techniques
 DJ4528.and have an estimated accuracy of +/- 3 meters.
 DJ4528
 DJ4528.The orthometric height was determined by differential leveling and
 DJ4528.adjusted by the WI DEPT OF TRANSP
 DJ4528.in May 2012.
 DJ4528
 DJ4528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4528.GEOID18 height accuracy estimate available here.
 DJ4528
 DJ4528.Click photographs - Photos may exist for this station.
 DJ4528
 DJ4528.The dynamic height is computed by dividing the NAVD 88
 DJ4528.geopotential number by the normal gravity value computed on the
 DJ4528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4528.degrees latitude (g = 980.6199 gals.).
 DJ4528
 DJ4528.The modeled gravity was interpolated from observed gravity values.
 DJ4528
 DJ4528;                    North         East    Units  Estimated Accuracy
 DJ4528;SPC WI C     -   114,111.7     536,678.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4528
 DJ4528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7373169467(NAD 83)
 DJ4528
 DJ4528                          SUPERSEDED SURVEY CONTROL
 DJ4528
 DJ4528  NAVD 88 (07/08/08)  346.750  (m)         1137.63   (f) SUPERSEDED  2 1
 DJ4528
 DJ4528.Superseded values are not recommended for survey control.
 DJ4528
 DJ4528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4528.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4528
 DJ4528_MARKER: DD = SURVEY DISK
 DJ4528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4528_STAMPING: 5S47 2005
 DJ4528_MARK LOGO: WIDT
 DJ4528_PROJECTION: FLUSH
 DJ4528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4528+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2011
 DJ4528
 DJ4528  HISTORY     - Date     Condition        Report By
 DJ4528  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4528  HISTORY     - 20060830 GOOD             WIDT
 DJ4528  HISTORY     - 20110816 GOOD             WIDT
 DJ4528
 DJ4528                          STATION DESCRIPTION
 DJ4528
 DJ4528'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4528'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DJ4528'HIGHWAY MM TO THE WEST AND KINGTON ROAD TO THE EAST ABOUT 9 MI (14.5
 DJ4528'KM) SOUTH OF THE CITY OF THORP, GO NORTH ON COUNTY HIGHWAY M FOR 2.0
 DJ4528'MI (3.2 KM) TO POPPLE RIVER ROAD, TURN LEFT AND GO WEST ON POPPLE
 DJ4528'RIVER ROAD FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4528'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4528'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4528'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4528'ABOUT 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 7 M
 DJ4528'(23.0 FT) NORTH OF THE CENTER OF POPPLE RIVER ROAD, 41.3 M (135.5 FT)
 DJ4528'WEST OF A POWER POLE, 33 M (108.3 FT) NORTHEAST OF A POWER POLE, AND
 DJ4528'1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC
 DJ4528'WITNESS POST.  ---NOTE---THIS STATION IS OBSTRUCTED BY A CLUSTER OF
 DJ4528'TREES TO THE EAST OF THE STATION EXTENDING TO 25 DEGREES ABOVE THE
 DJ4528'HORIZON AND TREES TO THE SOUTH AND TO THE WEST OF THE STATION
 DJ4528'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DJ4528
 DJ4528                          STATION RECOVERY (2011)
 DJ4528
 DJ4528'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4528'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4530 ***********************************************************************
 DJ4530  DESIGNATION -  5S48
 DJ4530  PID         -  DJ4530
 DJ4530  STATE/COUNTY-  WI/CLARK
 DJ4530  COUNTRY     -  US
 DJ4530  USGS QUAD   -  THORP (2018)
 DJ4530
 DJ4530                         *CURRENT SURVEY CONTROL
 DJ4530  ______________________________________________________________________
 DJ4530* NAD 83(1986) POSITION- 44 54 17.16   (N) 090 48 02.03   (W)   HD_HELD1
 DJ4530* NAVD 88 ORTHO HEIGHT -   358.310 (meters)     1175.56  (feet) ADJUSTED
 DJ4530  ______________________________________________________________________
 DJ4530  GEOID HEIGHT    -        -31.756 (meters)                     GEOID18
 DJ4530  DYNAMIC HEIGHT  -        358.272 (meters)     1175.43  (feet) COMP
 DJ4530  MODELED GRAVITY -    980,500.4   (mgal)                       NAVD 88
 DJ4530
 DJ4530  VERT ORDER      -  SECOND    CLASS I
 DJ4530
 DJ4530.The horizontal coordinates were determined by differentially corrected
 DJ4530.hand held GPS observations or other comparable positioning techniques
 DJ4530.and have an estimated accuracy of +/- 3 meters.
 DJ4530
 DJ4530.The orthometric height was determined by differential leveling and
 DJ4530.adjusted by the WI DEPT OF TRANSP
 DJ4530.in May 2012.
 DJ4530
 DJ4530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4530.GEOID18 height accuracy estimate available here.
 DJ4530
 DJ4530.Click photographs - Photos may exist for this station.
 DJ4530
 DJ4530.The dynamic height is computed by dividing the NAVD 88
 DJ4530.geopotential number by the normal gravity value computed on the
 DJ4530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4530.degrees latitude (g = 980.6199 gals.).
 DJ4530
 DJ4530.The modeled gravity was interpolated from observed gravity values.
 DJ4530
 DJ4530;                    North         East    Units  Estimated Accuracy
 DJ4530;SPC WI C     -   119,368.0     536,778.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4530
 DJ4530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7363674724(NAD 83)
 DJ4530
 DJ4530                          SUPERSEDED SURVEY CONTROL
 DJ4530
 DJ4530  NAVD 88 (07/08/08)  358.291  (m)         1175.49   (f) SUPERSEDED  2 1
 DJ4530
 DJ4530.Superseded values are not recommended for survey control.
 DJ4530
 DJ4530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4530.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4530
 DJ4530_MARKER: DD = SURVEY DISK
 DJ4530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4530_STAMPING: 5S48 2005
 DJ4530_MARK LOGO: WIDT
 DJ4530_PROJECTION: FLUSH
 DJ4530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4530+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 DJ4530
 DJ4530  HISTORY     - Date     Condition        Report By
 DJ4530  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4530  HISTORY     - 20060901 GOOD             WIDT
 DJ4530  HISTORY     - 20110822 GOOD             WIDT
 DJ4530
 DJ4530                          STATION DESCRIPTION
 DJ4530
 DJ4530'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4530'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4530'HIGHWAY 73 NORTH AND COUNTY HIGHWAY M SOUTH (EXIT 108) IN THE CITY OF
 DJ4530'THORP, GO SOUTH ON COUNTY HIGHWAY M FOR 2.5 MI (4.0 KM) TO COUNTY
 DJ4530'HIGHWAY N ON THE LEFT AND EDDY ROAD ON THE RIGHT, CONTINUE SOUTH ON
 DJ4530'COUNTY HIGHWAY M FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4530'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4530'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4530'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4530'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.7 M (38.4
 DJ4530'FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY M, 61 M (200.1 FT)
 DJ4530'NORTH-NORTHWEST OF A POWER POLE, 35 M (114.8 FT) SOUTH OF A FIELD
 DJ4530'ENTRANCE, 4 M (13.1 FT) EAST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3
 DJ4530'FT) WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4530'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4530'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4530
 DJ4530                          STATION RECOVERY (2011)
 DJ4530
 DJ4530'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4530'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4531 ***********************************************************************
 DJ4531  DESIGNATION -  5S49
 DJ4531  PID         -  DJ4531
 DJ4531  STATE/COUNTY-  WI/CLARK
 DJ4531  COUNTRY     -  US
 DJ4531  USGS QUAD   -  THORP (2018)
 DJ4531
 DJ4531                         *CURRENT SURVEY CONTROL
 DJ4531  ______________________________________________________________________
 DJ4531* NAD 83(1986) POSITION- 44 55 47.68   (N) 090 47 57.78   (W)   HD_HELD1
 DJ4531* NAVD 88 ORTHO HEIGHT -   359.061 (meters)     1178.02  (feet) ADJUSTED
 DJ4531  ______________________________________________________________________
 DJ4531  GEOID HEIGHT    -        -31.680 (meters)                     GEOID18
 DJ4531  DYNAMIC HEIGHT  -        359.023 (meters)     1177.89  (feet) COMP
 DJ4531  MODELED GRAVITY -    980,503.1   (mgal)                       NAVD 88
 DJ4531
 DJ4531  VERT ORDER      -  SECOND    CLASS I
 DJ4531
 DJ4531.The horizontal coordinates were determined by differentially corrected
 DJ4531.hand held GPS observations or other comparable positioning techniques
 DJ4531.and have an estimated accuracy of +/- 3 meters.
 DJ4531
 DJ4531.The orthometric height was determined by differential leveling and
 DJ4531.adjusted by the WI DEPT OF TRANSP
 DJ4531.in May 2012.
 DJ4531
 DJ4531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4531.GEOID18 height accuracy estimate available here.
 DJ4531
 DJ4531.Click photographs - Photos may exist for this station.
 DJ4531
 DJ4531.The dynamic height is computed by dividing the NAVD 88
 DJ4531.geopotential number by the normal gravity value computed on the
 DJ4531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4531.degrees latitude (g = 980.6199 gals.).
 DJ4531
 DJ4531.The modeled gravity was interpolated from observed gravity values.
 DJ4531
 DJ4531;                    North         East    Units  Estimated Accuracy
 DJ4531;SPC WI C     -   122,161.1     536,899.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4531
 DJ4531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7365377520(NAD 83)
 DJ4531
 DJ4531                          SUPERSEDED SURVEY CONTROL
 DJ4531
 DJ4531  NAVD 88 (07/08/08)  359.042  (m)         1177.96   (f) SUPERSEDED  2 1
 DJ4531
 DJ4531.Superseded values are not recommended for survey control.
 DJ4531
 DJ4531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4531.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4531
 DJ4531_MARKER: DD = SURVEY DISK
 DJ4531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4531_STAMPING: 5S49 2005
 DJ4531_MARK LOGO: WIDT
 DJ4531_PROJECTION: FLUSH
 DJ4531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4531+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 DJ4531
 DJ4531  HISTORY     - Date     Condition        Report By
 DJ4531  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4531  HISTORY     - 20060901 GOOD             WIDT
 DJ4531  HISTORY     - 20110822 GOOD             WIDT
 DJ4531
 DJ4531                          STATION DESCRIPTION
 DJ4531
 DJ4531'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4531'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4531'HIGHWAY 73 NORTH AND COUNTY HIGHWAY M SOUTH (EXIT 108) IN THE CITY OF
 DJ4531'THORP, GO SOUTH ON COUNTY HIGHWAY M FOR 1.5 MI (2.4 KM) TO COUNTY
 DJ4531'HIGHWAY N ON THE RIGHT AND OAK ROAD ON THE LEFT, TURN LEFT AND GO EAST
 DJ4531'ON OAK ROAD FOR 0.05 MI (0.1 KM) TO THE STATION ON THE LEFT.  THE
 DJ4531'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4531'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4531'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4531'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.8 M (28.9 FT)
 DJ4531'NORTH OF THE CENTERLINE OF OAK ROAD, 80 M (262.5 FT) EAST OF THE
 DJ4531'CENTERLINE OF COUNTY HIGHWAY M, 66.6 M (218.5 FT) EAST OF A METAL POST
 DJ4531'FOR A --SURVEY MARKER-- SIGN, 1 M (3.3 FT) SOUTH OF AN AGRICULTURAL
 DJ4531'FIELD, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE
 DJ4531'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4531'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4531
 DJ4531                          STATION RECOVERY (2011)
 DJ4531
 DJ4531'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4364 ***********************************************************************
 DL4364  DESIGNATION -  5S50
 DL4364  PID         -  DL4364
 DL4364  STATE/COUNTY-  WI/CHIPPEWA
 DL4364  COUNTRY     -  US
 DL4364  USGS QUAD   -  STANLEY (2018)
 DL4364
 DL4364                         *CURRENT SURVEY CONTROL
 DL4364  ______________________________________________________________________
 DL4364* NAD 83(1986) POSITION- 44 57 57.51   (N) 090 57 42.49   (W)   HD_HELD1
 DL4364* NAVD 88 ORTHO HEIGHT -   333.626 (meters)     1094.57  (feet) ADJUSTED
 DL4364  ______________________________________________________________________
 DL4364  GEOID HEIGHT    -        -31.282 (meters)                     GEOID18
 DL4364  DYNAMIC HEIGHT  -        333.596 (meters)     1094.47  (feet) COMP
 DL4364  MODELED GRAVITY -    980,515.5   (mgal)                       NAVD 88
 DL4364
 DL4364  VERT ORDER      -  SECOND    CLASS I
 DL4364
 DL4364.The horizontal coordinates were determined by differentially corrected
 DL4364.hand held GPS observations or other comparable positioning techniques
 DL4364.and have an estimated accuracy of +/- 3 meters.
 DL4364
 DL4364.The orthometric height was determined by differential leveling and
 DL4364.adjusted by the WI DEPT OF TRANSP
 DL4364.in May 2012.
 DL4364
 DL4364.No vertical observational check was made to the station.
 DL4364
 DL4364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4364.GEOID18 height accuracy estimate available here.
 DL4364
 DL4364.Click photographs - Photos may exist for this station.
 DL4364
 DL4364.The dynamic height is computed by dividing the NAVD 88
 DL4364.geopotential number by the normal gravity value computed on the
 DL4364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4364.degrees latitude (g = 980.6199 gals.).
 DL4364
 DL4364.The modeled gravity was interpolated from observed gravity values.
 DL4364
 DL4364;                    North         East    Units  Estimated Accuracy
 DL4364;SPC WI C     -   126,307.4     524,126.2     MT  (+/- 3 meters HH1 GPS) 
 DL4364
 DL4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6073681191(NAD 83)
 DL4364
 DL4364                          SUPERSEDED SURVEY CONTROL
 DL4364
 DL4364.No superseded survey control is available for this station.
 DL4364
 DL4364_MARKER: DD = SURVEY DISK
 DL4364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4364_STAMPING: 5S50 2006
 DL4364_MARK LOGO: WIDT
 DL4364_PROJECTION: FLUSH
 DL4364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4364+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2008
 DL4364
 DL4364  HISTORY     - Date     Condition        Report By
 DL4364  HISTORY     - 2005     MONUMENTED       WIDT
 DL4364  HISTORY     - 20080722 GOOD             WIDT
 DL4364
 DL4364                          STATION DESCRIPTION
 DL4364
 DL4364'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4364'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF COLBURN,
 DL4364'3.7 MI (6.0 KM) EAST-NORTHEAST OF BOYD AND 1.3 MI (2.1 KM)
 DL4364'WEST-NORTHWEST OF STANLEY.
 DL4364'
 DL4364'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL4364'HIGHWAY G APPROXIMATELY 2.3 MI (3.7 KM) SOUTHWEST OF THE CITY OF
 DL4364'STANLEY, GO NORTH ON COUNTY HIGHWAY G FOR 0.9 MI (1.4 KM) TO COUNTY
 DL4364'HIGHWAY O.  TURN RIGHT AND GO EAST ON COUNTY HIGHWAY O FOR 1.0 MI (1.6
 DL4364'KM) TO 350TH STREET LEFT.  CONTINUE EAST ON COUNTY HIGHWAY O FOR 0.1
 DL4364'MI (0.2 KM) TO THE STATION ON THE LEFT.
 DL4364'
 DL4364'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4364'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4364'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4364'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE HIGHWAY
 DL4364'PAVEMENT, 10.7 M (35.1 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DL4364'O, 0.2 MI (0.3 KM) WEST OF ALLEN STREET, 7.6 M (24.9 FT) WEST OF THE
 DL4364'CENTERLINE OF A FIELD ENTRANCE AND 1.0 M (3.3 FT) EAST AND 1.0 M (3.3
 DL4364'FT) WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DL4364'
 DL4364'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4364'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4365 ***********************************************************************
 DL4365  DESIGNATION -  5S51
 DL4365  PID         -  DL4365
 DL4365  STATE/COUNTY-  WI/CHIPPEWA
 DL4365  COUNTRY     -  US
 DL4365  USGS QUAD   -  STANLEY (2018)
 DL4365
 DL4365                         *CURRENT SURVEY CONTROL
 DL4365  ______________________________________________________________________
 DL4365* NAD 83(1986) POSITION- 44 58 21.92   (N) 090 59 01.69   (W)   HD_HELD1
 DL4365* NAVD 88 ORTHO HEIGHT -   344.252 (meters)     1129.43  (feet) ADJUSTED
 DL4365  ______________________________________________________________________
 DL4365  GEOID HEIGHT    -        -31.234 (meters)                     GEOID18
 DL4365  DYNAMIC HEIGHT  -        344.221 (meters)     1129.33  (feet) COMP
 DL4365  MODELED GRAVITY -    980,516.1   (mgal)                       NAVD 88
 DL4365
 DL4365  VERT ORDER      -  SECOND    CLASS I
 DL4365
 DL4365.The horizontal coordinates were determined by differentially corrected
 DL4365.hand held GPS observations or other comparable positioning techniques
 DL4365.and have an estimated accuracy of +/- 3 meters.
 DL4365
 DL4365.The orthometric height was determined by differential leveling and
 DL4365.adjusted by the WI DEPT OF TRANSP
 DL4365.in May 2012.
 DL4365
 DL4365.No vertical observational check was made to the station.
 DL4365
 DL4365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4365.GEOID18 height accuracy estimate available here.
 DL4365
 DL4365.Click photographs - Photos may exist for this station.
 DL4365
 DL4365.The dynamic height is computed by dividing the NAVD 88
 DL4365.geopotential number by the normal gravity value computed on the
 DL4365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4365.degrees latitude (g = 980.6199 gals.).
 DL4365
 DL4365.The modeled gravity was interpolated from observed gravity values.
 DL4365
 DL4365;                    North         East    Units  Estimated Accuracy
 DL4365;SPC WI C     -   127,081.6     522,399.9     MT  (+/- 3 meters HH1 GPS) 
 DL4365
 DL4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5898281901(NAD 83)
 DL4365
 DL4365                          SUPERSEDED SURVEY CONTROL
 DL4365
 DL4365.No superseded survey control is available for this station.
 DL4365
 DL4365_MARKER: DD = SURVEY DISK
 DL4365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4365_STAMPING: 5S51 2006
 DL4365_MARK LOGO: WIDT
 DL4365_PROJECTION: RECESSED 10 CENTIMETERS
 DL4365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4365+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2008
 DL4365
 DL4365  HISTORY     - Date     Condition        Report By
 DL4365  HISTORY     - 2005     MONUMENTED       WIDT
 DL4365  HISTORY     - 20080722 GOOD             WIDT
 DL4365
 DL4365                          STATION DESCRIPTION
 DL4365
 DL4365'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4365'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTH-SOUTHEAST OF
 DL4365'COLBURN, 2.9 MI (4.7 KM) EAST-NORTHEAST OF BOYD AND 2.5 MI (4.0 KM)
 DL4365'WEST-NORTHWEST OF STANLEY.
 DL4365'
 DL4365'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL4365'HIGHWAY G APPROXIMATELY 2.3 MI (3.7 KM) SOUTHWEST OF THE CITY OF
 DL4365'STANLEY, GO NORTH ON COUNTY HIGHWAY G FOR 1.0 MI (1.6 KM) TO COUNTY
 DL4365'HIGHWAY O.  CONTINUE NORTH ON COUNTY HIGHWAY G FOR 0.45 MI (0.7 KM) TO
 DL4365'THE STATION ON THE RIGHT.
 DL4365'
 DL4365'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4365'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4365'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 10 CM (4
 DL4365'INCHES) BELOW GROUND LEVEL AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN
 DL4365'THE HIGHWAY PAVEMENT, 8.8 M (28.9 FT) EAST OF THE CENTERLINE OF COUNTY
 DL4365'HIGHWAY G, 52.6 M (172.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF 90TH
 DL4365'AVENUE, 56.7 M (186.0 FT) NORTH OF THE EXTENDED CENTERLINE OF A FIELD
 DL4365'ENTRANCE, 49.0 M (160.8 FT) NORTH-NORTHEAST OF A POWER POLE, 0.9 M
 DL4365'(3.0 FT) WEST OF A WIRE FENCE AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT)
 DL4365'SOUTHWEST AND 1.0 M (3.3 FT) NORTHWEST OF THREE WHITE PLASTIC WITNESS
 DL4365'POSTS.
 DL4365'
 DL4365'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4365'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4518 ***********************************************************************
 DJ4518  DESIGNATION -  5T07
 DJ4518  PID         -  DJ4518
 DJ4518  STATE/COUNTY-  WI/CLARK
 DJ4518  COUNTRY     -  US
 DJ4518  USGS QUAD   -  GRANTON (2018)
 DJ4518
 DJ4518                         *CURRENT SURVEY CONTROL
 DJ4518  ______________________________________________________________________
 DJ4518* NAD 83(1986) POSITION- 44 34 52.75   (N) 090 27 23.47   (W)   HD_HELD1
 DJ4518* NAVD 88 ORTHO HEIGHT -   369.859 (meters)     1213.45  (feet) ADJUSTED
 DJ4518  ______________________________________________________________________
 DJ4518  GEOID HEIGHT    -        -33.466 (meters)                     GEOID18
 DJ4518  DYNAMIC HEIGHT  -        369.800 (meters)     1213.25  (feet) COMP
 DJ4518  MODELED GRAVITY -    980,447.2   (mgal)                       NAVD 88
 DJ4518
 DJ4518  VERT ORDER      -  SECOND    CLASS I
 DJ4518
 DJ4518.The horizontal coordinates were determined by differentially corrected
 DJ4518.hand held GPS observations or other comparable positioning techniques
 DJ4518.and have an estimated accuracy of +/- 3 meters.
 DJ4518
 DJ4518.The orthometric height was determined by differential leveling and
 DJ4518.adjusted by the WI DEPT OF TRANSP
 DJ4518.in May 2012.
 DJ4518
 DJ4518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4518.GEOID18 height accuracy estimate available here.
 DJ4518
 DJ4518.Click photographs - Photos may exist for this station.
 DJ4518
 DJ4518.The dynamic height is computed by dividing the NAVD 88
 DJ4518.geopotential number by the normal gravity value computed on the
 DJ4518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4518.degrees latitude (g = 980.6199 gals.).
 DJ4518
 DJ4518.The modeled gravity was interpolated from observed gravity values.
 DJ4518
 DJ4518;                    North         East    Units  Estimated Accuracy
 DJ4518;SPC WI C     -    83,216.6     563,745.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4518
 DJ4518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0192039588(NAD 83)
 DJ4518
 DJ4518                          SUPERSEDED SURVEY CONTROL
 DJ4518
 DJ4518  NAVD 88 (07/08/08)  369.843  (m)         1213.39   (f) SUPERSEDED  2 1
 DJ4518
 DJ4518.Superseded values are not recommended for survey control.
 DJ4518
 DJ4518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4518.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4518
 DJ4518_MARKER: DD = SURVEY DISK
 DJ4518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4518_STAMPING: 5T07 2005
 DJ4518_MARK LOGO: WIDT
 DJ4518_PROJECTION: FLUSH
 DJ4518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4518+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2011
 DJ4518
 DJ4518  HISTORY     - Date     Condition        Report By
 DJ4518  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4518  HISTORY     - 20060822 GOOD             WIDT
 DJ4518  HISTORY     - 20110725 GOOD             WIDT
 DJ4518
 DJ4518                          STATION DESCRIPTION
 DJ4518
 DJ4518'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4518'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4518'HIGHWAY K JUST SOUTHEAST OF THE VILLAGE OF GRANTON, GO NORTH ON COUNTY
 DJ4518'HIGHWAY K FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.  THE STATION
 DJ4518'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4518'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4518'CONCRETE POST (ATTACHED TO BEDROCK 1.5 M (4.9 FT) DEEP), LOCATED
 DJ4518'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DJ4518'STATION IS 15.0 M (49.2 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DJ4518'K, 42.7 M (140.1 FT) SOUTH OF A TELEPHONE PEDESTAL --9500-7--, 32.0 M
 DJ4518'(105.0 FT) SOUTH-SOUTHWEST OF A METAL RIGHT-OF-WAY POST, 1.0 M (3.3
 DJ4518'FT) EAST OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) WEST, NORTHEAST,
 DJ4518'AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DJ4518'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DJ4518'HORIZON.
 DJ4518
 DJ4518                          STATION RECOVERY (2011)
 DJ4518
 DJ4518'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4795 ***********************************************************************
 DJ4795  DESIGNATION -  5T08
 DJ4795  PID         -  DJ4795
 DJ4795  STATE/COUNTY-  WI/CLARK
 DJ4795  COUNTRY     -  US
 DJ4795  USGS QUAD   -  GRANTON (2018)
 DJ4795
 DJ4795                         *CURRENT SURVEY CONTROL
 DJ4795  ______________________________________________________________________
 DJ4795* NAD 83(1986) POSITION- 44 34 54.71   (N) 090 28 26.45   (W)   HD_HELD1
 DJ4795* NAVD 88 ORTHO HEIGHT -   334.413 (meters)     1097.15  (feet) ADJUSTED
 DJ4795  ______________________________________________________________________
 DJ4795  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 DJ4795  DYNAMIC HEIGHT  -        334.359 (meters)     1096.98  (feet) COMP
 DJ4795  MODELED GRAVITY -    980,449.8   (mgal)                       NAVD 88
 DJ4795
 DJ4795  VERT ORDER      -  SECOND    CLASS I
 DJ4795
 DJ4795.The horizontal coordinates were determined by differentially corrected
 DJ4795.hand held GPS observations or other comparable positioning techniques
 DJ4795.and have an estimated accuracy of +/- 3 meters.
 DJ4795
 DJ4795.The orthometric height was determined by differential leveling and
 DJ4795.adjusted by the WI DEPT OF TRANSP
 DJ4795.in May 2012.
 DJ4795
 DJ4795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4795.GEOID18 height accuracy estimate available here.
 DJ4795
 DJ4795.Click photographs - Photos may exist for this station.
 DJ4795
 DJ4795.The dynamic height is computed by dividing the NAVD 88
 DJ4795.geopotential number by the normal gravity value computed on the
 DJ4795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4795.degrees latitude (g = 980.6199 gals.).
 DJ4795
 DJ4795.The modeled gravity was interpolated from observed gravity values.
 DJ4795
 DJ4795;                    North         East    Units  Estimated Accuracy
 DJ4795;SPC WI C     -    83,285.1     562,356.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4795
 DJ4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0053039606(NAD 83)
 DJ4795
 DJ4795                          SUPERSEDED SURVEY CONTROL
 DJ4795
 DJ4795  NAVD 88 (07/08/08)  334.396  (m)         1097.10   (f) SUPERSEDED  2 1
 DJ4795
 DJ4795.Superseded values are not recommended for survey control.
 DJ4795
 DJ4795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4795.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4795
 DJ4795_MARKER: DD = SURVEY DISK
 DJ4795_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4795_SP_SET: BRIDGE WINGWALL
 DJ4795_STAMPING: 5T08 2005
 DJ4795_MARK LOGO: WIDT
 DJ4795_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4795+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2011
 DJ4795
 DJ4795  HISTORY     - Date     Condition        Report By
 DJ4795  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4795  HISTORY     - 20060822 GOOD             WIDT
 DJ4795  HISTORY     - 20110725 GOOD             WIDT
 DJ4795
 DJ4795                          STATION DESCRIPTION
 DJ4795
 DJ4795'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4795'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4795'HIGHWAY K JUST SOUTHEAST OF THE VILLAGE OF GRANTON, GO NORTH THEN WEST
 DJ4795'ON COUNTY HIGHWAY K FOR 0.2 MI (0.3 KM) TO A RIGHT CURVE IN THE ROAD
 DJ4795'AND GRANTON ROAD ON THE LEFT, TURN LEFT AND GO WEST ON GRANTON ROAD
 DJ4795'FOR 0.8 MI (1.3 KM) TO THE BRIDGE OVER THE SOUTH BRANCH OF ONEILL
 DJ4795'CREEK AND THE STATION ON THE LEFT.
 DJ4795'
 DJ4795'THE STATION IS A BRONZE WISCONSIN DEPARTMENT GEODETIC SURVEY CONTROL
 DJ4795'STATION DISK SET IN THE TOP OF THE SOUTH WING WALL OF THE WEST
 DJ4795'ABUTMENT OF THE BRIDGE, ABOUT LEVEL WITH THE ROAD PAVEMENT,
 DJ4795'
 DJ4795'5.1 M (16.7 FT) SOUTH OF THE CENTERLINE OF GRANTON ROAD.  ---NOTE---NO
 DJ4795'WITNESS POST SET WITH THE STATION.
 DJ4795
 DJ4795                          STATION RECOVERY (2011)
 DJ4795
 DJ4795'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4795'MONUMENT IS 4.2 M (14 FT) NORTHEAST OF A WITNESS PLAQUE SET ON A
 DJ4795'TREATED 4 X 4 POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4794 ***********************************************************************
 DJ4794  DESIGNATION -  5T09
 DJ4794  PID         -  DJ4794
 DJ4794  STATE/COUNTY-  WI/CLARK
 DJ4794  COUNTRY     -  US
 DJ4794  USGS QUAD   -  GRANTON (2018)
 DJ4794
 DJ4794                         *CURRENT SURVEY CONTROL
 DJ4794  ______________________________________________________________________
 DJ4794* NAD 83(1986) POSITION- 44 35 37.68   (N) 090 29 49.07   (W)   HD_HELD1
 DJ4794* NAVD 88 ORTHO HEIGHT -   333.834 (meters)     1095.25  (feet) ADJUSTED
 DJ4794  ______________________________________________________________________
 DJ4794  GEOID HEIGHT    -        -33.345 (meters)                     GEOID18
 DJ4794  DYNAMIC HEIGHT  -        333.782 (meters)     1095.08  (feet) COMP
 DJ4794  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 DJ4794
 DJ4794  VERT ORDER      -  SECOND    CLASS I
 DJ4794
 DJ4794.The horizontal coordinates were determined by differentially corrected
 DJ4794.hand held GPS observations or other comparable positioning techniques
 DJ4794.and have an estimated accuracy of +/- 3 meters.
 DJ4794
 DJ4794.The orthometric height was determined by differential leveling and
 DJ4794.adjusted by the WI DEPT OF TRANSP
 DJ4794.in May 2012.
 DJ4794
 DJ4794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4794.GEOID18 height accuracy estimate available here.
 DJ4794
 DJ4794.Click photographs - Photos may exist for this station.
 DJ4794
 DJ4794.The dynamic height is computed by dividing the NAVD 88
 DJ4794.geopotential number by the normal gravity value computed on the
 DJ4794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4794.degrees latitude (g = 980.6199 gals.).
 DJ4794
 DJ4794.The modeled gravity was interpolated from observed gravity values.
 DJ4794
 DJ4794;                    North         East    Units  Estimated Accuracy
 DJ4794;SPC WI C     -    84,622.3     560,542.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4794
 DJ4794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9866740875(NAD 83)
 DJ4794
 DJ4794                          SUPERSEDED SURVEY CONTROL
 DJ4794
 DJ4794  NAVD 88 (07/08/08)  333.818  (m)         1095.20   (f) SUPERSEDED  2 1
 DJ4794
 DJ4794.Superseded values are not recommended for survey control.
 DJ4794
 DJ4794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4794.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4794
 DJ4794_MARKER: DD = SURVEY DISK
 DJ4794_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4794_SP_SET: BRIDGE WINGWALL
 DJ4794_STAMPING: 5T09 2005
 DJ4794_MARK LOGO: WIDT
 DJ4794_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4794+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2011
 DJ4794
 DJ4794  HISTORY     - Date     Condition        Report By
 DJ4794  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4794  HISTORY     - 20060822 GOOD             WIDT
 DJ4794  HISTORY     - 20110725 GOOD             WIDT
 DJ4794
 DJ4794                          STATION DESCRIPTION
 DJ4794
 DJ4794'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4794'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DJ4794'HIGHWAY K JUST SOUTHEAST OF THE VILLAGE OF GRANTON, GO NORTH THEN WEST
 DJ4794'ON COUNTY HIGHWAY K FOR 0.2 MI (0.3 KM) TO A RIGHT CURVE IN THE ROAD
 DJ4794'AND GRANTON ROAD ON THE LEFT, TURN LEFT AND GO WEST ON GRANTON ROAD
 DJ4794'FOR 1.8 MI (2.9 KM) TO PRAY AVENUE, TURN RIGHT AND GO NORTH ON PRAY
 DJ4794'AVENUE FOR 0.8 MI (1.3 KM) TO A BRIDGE OVER THE MIDDLE BRANCH OF
 DJ4794'ONEILL CREEK AND THE STATION ON THE RIGHT.
 DJ4794'
 DJ4794'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4794'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4794'WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-10-65-87--, ABOUT LEVEL
 DJ4794'WITH THE ROAD PAVEMENT.
 DJ4794'
 DJ4794'THE STATION IS 5 M (16.4 FT) EAST OF THE CENTER OF PRAY AVENUE AND 0.3
 DJ4794'M (1.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4794
 DJ4794                          STATION RECOVERY (2011)
 DJ4794
 DJ4794'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4793 ***********************************************************************
 DJ4793  DESIGNATION -  5T10
 DJ4793  PID         -  DJ4793
 DJ4793  STATE/COUNTY-  WI/CLARK
 DJ4793  COUNTRY     -  US
 DJ4793  USGS QUAD   -  LOYAL EAST (2018)
 DJ4793
 DJ4793                         *CURRENT SURVEY CONTROL
 DJ4793  ______________________________________________________________________
 DJ4793* NAD 83(1986) POSITION- 44 37 47.17   (N) 090 29 49.56   (W)   HD_HELD1
 DJ4793* NAVD 88 ORTHO HEIGHT -   345.763 (meters)     1134.39  (feet) ADJUSTED
 DJ4793  ______________________________________________________________________
 DJ4793  GEOID HEIGHT    -        -33.290 (meters)                     GEOID18
 DJ4793  DYNAMIC HEIGHT  -        345.708 (meters)     1134.21  (feet) COMP
 DJ4793  MODELED GRAVITY -    980,451.5   (mgal)                       NAVD 88
 DJ4793
 DJ4793  VERT ORDER      -  SECOND    CLASS I
 DJ4793
 DJ4793.The horizontal coordinates were determined by differentially corrected
 DJ4793.hand held GPS observations or other comparable positioning techniques
 DJ4793.and have an estimated accuracy of +/- 3 meters.
 DJ4793
 DJ4793.The orthometric height was determined by differential leveling and
 DJ4793.adjusted by the WI DEPT OF TRANSP
 DJ4793.in May 2012.
 DJ4793
 DJ4793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4793.GEOID18 height accuracy estimate available here.
 DJ4793
 DJ4793.Click photographs - Photos may exist for this station.
 DJ4793
 DJ4793.The dynamic height is computed by dividing the NAVD 88
 DJ4793.geopotential number by the normal gravity value computed on the
 DJ4793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4793.degrees latitude (g = 980.6199 gals.).
 DJ4793
 DJ4793.The modeled gravity was interpolated from observed gravity values.
 DJ4793
 DJ4793;                    North         East    Units  Estimated Accuracy
 DJ4793;SPC WI C     -    88,619.1     560,555.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4793
 DJ4793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9853344871(NAD 83)
 DJ4793
 DJ4793                          SUPERSEDED SURVEY CONTROL
 DJ4793
 DJ4793  NAVD 88 (07/08/08)  345.746  (m)         1134.34   (f) SUPERSEDED  2 1
 DJ4793
 DJ4793.Superseded values are not recommended for survey control.
 DJ4793
 DJ4793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4793.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4793
 DJ4793_MARKER: DD = SURVEY DISK
 DJ4793_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4793_SP_SET: BRIDGE WINGWALL
 DJ4793_STAMPING: 5T10 2005
 DJ4793_MARK LOGO: WIDT
 DJ4793_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4793+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2011
 DJ4793
 DJ4793  HISTORY     - Date     Condition        Report By
 DJ4793  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4793  HISTORY     - 20060821 GOOD             WIDT
 DJ4793  HISTORY     - 20110725 GOOD             WIDT
 DJ4793
 DJ4793                          STATION DESCRIPTION
 DJ4793
 DJ4793'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4793'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4793'HIGHWAY K ABOUT 6 MI (9.7 KM) SOUTH OF THE CITY OF LOYAL, GO SOUTH ON
 DJ4793'COUNTY HIGHWAY K FOR 2.1 MI (3.4 KM) TO A BRIDGE OVER THE NORTH BRANCH
 DJ4793'OF ONEILL CREEK AND THE STATION ON THE RIGHT.
 DJ4793'
 DJ4793'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4793'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST WING
 DJ4793'WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-10-186--, ABOUT LEVEL
 DJ4793'WITH THE HIGHWAY PAVEMENT.
 DJ4793'
 DJ4793'THE STATION IS 5.1 M (16.7 FT) WEST OF THE CENTERLINE OF COUNTY
 DJ4793'HIGHWAY K AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4793'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4793
 DJ4793                          STATION RECOVERY (2011)
 DJ4793
 DJ4793'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4516 ***********************************************************************
 DJ4516  DESIGNATION -  5T11
 DJ4516  PID         -  DJ4516
 DJ4516  STATE/COUNTY-  WI/CLARK
 DJ4516  COUNTRY     -  US
 DJ4516  USGS QUAD   -  LOYAL WEST (2018)
 DJ4516
 DJ4516                         *CURRENT SURVEY CONTROL
 DJ4516  ______________________________________________________________________
 DJ4516* NAD 83(1986) POSITION- 44 38 59.81   (N) 090 30 25.35   (W)   HD_HELD1
 DJ4516* NAVD 88 ORTHO HEIGHT -   366.216 (meters)     1201.49  (feet) ADJUSTED
 DJ4516  ______________________________________________________________________
 DJ4516  GEOID HEIGHT    -        -33.227 (meters)                     GEOID18
 DJ4516  DYNAMIC HEIGHT  -        366.160 (meters)     1201.31  (feet) COMP
 DJ4516  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 DJ4516
 DJ4516  VERT ORDER      -  SECOND    CLASS I
 DJ4516
 DJ4516.The horizontal coordinates were determined by differentially corrected
 DJ4516.hand held GPS observations or other comparable positioning techniques
 DJ4516.and have an estimated accuracy of +/- 3 meters.
 DJ4516
 DJ4516.The orthometric height was determined by differential leveling and
 DJ4516.adjusted by the WI DEPT OF TRANSP
 DJ4516.in May 2012.
 DJ4516
 DJ4516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4516.GEOID18 height accuracy estimate available here.
 DJ4516
 DJ4516.Click photographs - Photos may exist for this station.
 DJ4516
 DJ4516.The dynamic height is computed by dividing the NAVD 88
 DJ4516.geopotential number by the normal gravity value computed on the
 DJ4516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4516.degrees latitude (g = 980.6199 gals.).
 DJ4516
 DJ4516.The modeled gravity was interpolated from observed gravity values.
 DJ4516
 DJ4516;                    North         East    Units  Estimated Accuracy
 DJ4516;SPC WI C     -    90,866.1     559,781.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4516
 DJ4516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9767647088(NAD 83)
 DJ4516
 DJ4516                          SUPERSEDED SURVEY CONTROL
 DJ4516
 DJ4516  NAVD 88 (07/08/08)  366.200  (m)         1201.44   (f) SUPERSEDED  2 1
 DJ4516
 DJ4516.Superseded values are not recommended for survey control.
 DJ4516
 DJ4516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4516.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4516
 DJ4516_MARKER: DD = SURVEY DISK
 DJ4516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4516_STAMPING: 5T11 2005
 DJ4516_MARK LOGO: WIDT
 DJ4516_PROJECTION: FLUSH
 DJ4516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4516+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2011
 DJ4516
 DJ4516  HISTORY     - Date     Condition        Report By
 DJ4516  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4516  HISTORY     - 20060815 GOOD             WIDT
 DJ4516  HISTORY     - 20110725 GOOD             WIDT
 DJ4516
 DJ4516                          STATION DESCRIPTION
 DJ4516
 DJ4516'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4516'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4516'HIGHWAY K ABOUT 6 MI (9.7 KM) SOUTH OF THE CITY OF LOYAL, GO SOUTH ON
 DJ4516'COUNTY HIGHWAY K FOR 0.25 MI (0.4 KM) TO ASH ROAD ON THE RIGHT,
 DJ4516'CONTINUE SOUTH ON COUNTY HIGHWAY K FOR 0.05 MI (0.1 KM) TO THE STATION
 DJ4516'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4516'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4516'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4516'THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4516'STATION IS 9.5 M (31.2 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY K,
 DJ4516'98 M (321.5 FT) NORTH OF A PRIVATE ENTRANCE --N6351--, 1 M (3.3 FT)
 DJ4516'EAST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND
 DJ4516'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4516'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4516'HORIZON EXCEPT TREES TO THE SOUTHWEST EXTENDING TO 25 DEGREES ABOVE
 DJ4516'THE HORIZON.
 DJ4516
 DJ4516                          STATION RECOVERY (2011)
 DJ4516
 DJ4516'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4515 ***********************************************************************
 DJ4515  DESIGNATION -  5T12
 DJ4515  PID         -  DJ4515
 DJ4515  STATE/COUNTY-  WI/CLARK
 DJ4515  COUNTRY     -  US
 DJ4515  USGS QUAD   -  LOYAL WEST (2018)
 DJ4515
 DJ4515                         *CURRENT SURVEY CONTROL
 DJ4515  ______________________________________________________________________
 DJ4515* NAD 83(1986) POSITION- 44 40 35.43   (N) 090 30 23.73   (W)   HD_HELD1
 DJ4515* NAVD 88 ORTHO HEIGHT -   366.437 (meters)     1202.22  (feet) ADJUSTED
 DJ4515  ______________________________________________________________________
 DJ4515  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 DJ4515  DYNAMIC HEIGHT  -        366.381 (meters)     1202.04  (feet) COMP
 DJ4515  MODELED GRAVITY -    980,454.7   (mgal)                       NAVD 88
 DJ4515
 DJ4515  VERT ORDER      -  SECOND    CLASS I
 DJ4515
 DJ4515.The horizontal coordinates were determined by differentially corrected
 DJ4515.hand held GPS observations or other comparable positioning techniques
 DJ4515.and have an estimated accuracy of +/- 3 meters.
 DJ4515
 DJ4515.The orthometric height was determined by differential leveling and
 DJ4515.adjusted by the WI DEPT OF TRANSP
 DJ4515.in May 2012.
 DJ4515
 DJ4515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4515.GEOID18 height accuracy estimate available here.
 DJ4515
 DJ4515.Click photographs - Photos may exist for this station.
 DJ4515
 DJ4515.The dynamic height is computed by dividing the NAVD 88
 DJ4515.geopotential number by the normal gravity value computed on the
 DJ4515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4515.degrees latitude (g = 980.6199 gals.).
 DJ4515
 DJ4515.The modeled gravity was interpolated from observed gravity values.
 DJ4515
 DJ4515;                    North         East    Units  Estimated Accuracy
 DJ4515;SPC WI C     -    93,817.3     559,835.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4515
 DJ4515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9762250039(NAD 83)
 DJ4515
 DJ4515                          SUPERSEDED SURVEY CONTROL
 DJ4515
 DJ4515  NAVD 88 (07/08/08)  366.420  (m)         1202.16   (f) SUPERSEDED  2 1
 DJ4515
 DJ4515.Superseded values are not recommended for survey control.
 DJ4515
 DJ4515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4515.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4515
 DJ4515_MARKER: DD = SURVEY DISK
 DJ4515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4515_STAMPING: 5T12 2005
 DJ4515_MARK LOGO: WIDT
 DJ4515_PROJECTION: FLUSH
 DJ4515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4515+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2011
 DJ4515
 DJ4515  HISTORY     - Date     Condition        Report By
 DJ4515  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4515  HISTORY     - 20060815 GOOD             WIDT
 DJ4515  HISTORY     - 20110728 GOOD             WIDT
 DJ4515
 DJ4515                          STATION DESCRIPTION
 DJ4515
 DJ4515'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4515'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DJ4515'HIGHWAY K ABOUT 6 MI (9.7 KM) SOUTH OF THE CITY OF LOYAL, GO NORTH ON
 DJ4515'COUNTY HIGHWAY K FOR 1.0 MI (1.6 KM) TO HEINTOWN ROAD, CONTINUE NORTH
 DJ4515'ON COUNTY HIGHWAY K FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DJ4515'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4515'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4515'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4515'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4515'STATION IS 10.0 M (32.8 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DJ4515'K, 41.0 M (134.5 FT) SOUTH OF A TELEPHONE PEDESTAL --1013--, 3 M (9.8
 DJ4515'FT) EAST OF A AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) WEST, NORTHEAST,
 DJ4515'AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DJ4515'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4515'HORIZON.
 DJ4515
 DJ4515                          STATION RECOVERY (2011)
 DJ4515
 DJ4515'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4513 ***********************************************************************
 DJ4513  DESIGNATION -  5T13
 DJ4513  PID         -  DJ4513
 DJ4513  STATE/COUNTY-  WI/CLARK
 DJ4513  COUNTRY     -  US
 DJ4513  USGS QUAD   -  LOYAL EAST (2018)
 DJ4513
 DJ4513                         *CURRENT SURVEY CONTROL
 DJ4513  ______________________________________________________________________
 DJ4513* NAD 83(1986) POSITION- 44 43 10.32   (N) 090 29 45.31   (W)   HD_HELD1
 DJ4513* NAVD 88 ORTHO HEIGHT -   393.759 (meters)     1291.86  (feet) ADJUSTED
 DJ4513  ______________________________________________________________________
 DJ4513  GEOID HEIGHT    -        -33.094 (meters)                     GEOID18
 DJ4513  DYNAMIC HEIGHT  -        393.701 (meters)     1291.67  (feet) COMP
 DJ4513  MODELED GRAVITY -    980,457.9   (mgal)                       NAVD 88
 DJ4513
 DJ4513  VERT ORDER      -  SECOND    CLASS I
 DJ4513
 DJ4513.The horizontal coordinates were determined by differentially corrected
 DJ4513.hand held GPS observations or other comparable positioning techniques
 DJ4513.and have an estimated accuracy of +/- 3 meters.
 DJ4513
 DJ4513.The orthometric height was determined by differential leveling and
 DJ4513.adjusted by the WI DEPT OF TRANSP
 DJ4513.in May 2012.
 DJ4513
 DJ4513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4513.GEOID18 height accuracy estimate available here.
 DJ4513
 DJ4513.Click photographs - Photos may exist for this station.
 DJ4513
 DJ4513.The dynamic height is computed by dividing the NAVD 88
 DJ4513.geopotential number by the normal gravity value computed on the
 DJ4513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4513.degrees latitude (g = 980.6199 gals.).
 DJ4513
 DJ4513.The modeled gravity was interpolated from observed gravity values.
 DJ4513
 DJ4513;                    North         East    Units  Estimated Accuracy
 DJ4513;SPC WI C     -    98,592.9     560,710.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4513
 DJ4513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9832154845(NAD 83)
 DJ4513
 DJ4513                          SUPERSEDED SURVEY CONTROL
 DJ4513
 DJ4513  NAVD 88 (07/08/08)  393.742  (m)         1291.80   (f) SUPERSEDED  2 1
 DJ4513
 DJ4513.Superseded values are not recommended for survey control.
 DJ4513
 DJ4513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4513.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4513
 DJ4513_MARKER: DD = SURVEY DISK
 DJ4513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4513_STAMPING: 5T13 2005
 DJ4513_MARK LOGO: WIDT
 DJ4513_PROJECTION: FLUSH
 DJ4513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4513+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2011
 DJ4513
 DJ4513  HISTORY     - Date     Condition        Report By
 DJ4513  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4513  HISTORY     - 20060812 GOOD             WIDT
 DJ4513  HISTORY     - 20110728 GOOD             WIDT
 DJ4513
 DJ4513                          STATION DESCRIPTION
 DJ4513
 DJ4513'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4513'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 98 WEST (SOUTH
 DJ4513'STREET) WITH COUNTY HIGHWAY K (MAIN STREET) IN THE CITY OF LOYAL, GO
 DJ4513'SOUTH ON COUNTY HIGHWAY K (MAIN STREET) FOR 0.5 MI (0.8 KM) TO
 DJ4513'CHICKADEE ROAD ON THE LEFT, CONTINUE SOUTH ON COUNTY HIGHWAY K FOR 1.0
 DJ4513'MI (1.6 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4513'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4513'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4513'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4513'PAVEMENT.  THE STATION IS 13.6 M (44.6 FT) EAST OF THE CENTERLINE OF
 DJ4513'COUNTY HIGHWAY K, 28.6 M (93.8 FT) EAST-NORTHEAST OF A POWER POLE
 DJ4513'--9128AA10--, 12 M (39.4 FT) SOUTH OF A FIELD ENTRANCE, AND 1.0 M (3.3
 DJ4513'FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4513'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4513'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4513
 DJ4513                          STATION RECOVERY (2011)
 DJ4513
 DJ4513'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4792 ***********************************************************************
 DJ4792  DESIGNATION -  5T14
 DJ4792  PID         -  DJ4792
 DJ4792  STATE/COUNTY-  WI/CLARK
 DJ4792  COUNTRY     -  US
 DJ4792  USGS QUAD   -  LOYAL EAST (2018)
 DJ4792
 DJ4792                         *CURRENT SURVEY CONTROL
 DJ4792  ______________________________________________________________________
 DJ4792* NAD 83(1986) POSITION- 44 44 07.01   (N) 090 29 28.93   (W)   HD_HELD1
 DJ4792* NAVD 88 ORTHO HEIGHT -   373.111 (meters)     1224.12  (feet) ADJUSTED
 DJ4792  ______________________________________________________________________
 DJ4792  GEOID HEIGHT    -        -33.062 (meters)                     GEOID18
 DJ4792  DYNAMIC HEIGHT  -        373.055 (meters)     1223.93  (feet) COMP
 DJ4792  MODELED GRAVITY -    980,459.4   (mgal)                       NAVD 88
 DJ4792
 DJ4792  VERT ORDER      -  SECOND    CLASS I
 DJ4792
 DJ4792.The horizontal coordinates were determined by differentially corrected
 DJ4792.hand held GPS observations or other comparable positioning techniques
 DJ4792.and have an estimated accuracy of +/- 3 meters.
 DJ4792
 DJ4792.The orthometric height was determined by differential leveling and
 DJ4792.adjusted by the WI DEPT OF TRANSP
 DJ4792.in May 2012.
 DJ4792
 DJ4792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4792.GEOID18 height accuracy estimate available here.
 DJ4792
 DJ4792.Click photographs - Photos may exist for this station.
 DJ4792
 DJ4792.The dynamic height is computed by dividing the NAVD 88
 DJ4792.geopotential number by the normal gravity value computed on the
 DJ4792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4792.degrees latitude (g = 980.6199 gals.).
 DJ4792
 DJ4792.The modeled gravity was interpolated from observed gravity values.
 DJ4792
 DJ4792;                    North         East    Units  Estimated Accuracy
 DJ4792;SPC WI C     -   100,340.5     561,081.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4792
 DJ4792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9862756605(NAD 83)
 DJ4792
 DJ4792                          SUPERSEDED SURVEY CONTROL
 DJ4792
 DJ4792  NAVD 88 (07/08/08)  373.094  (m)         1224.06   (f) SUPERSEDED  2 1
 DJ4792
 DJ4792.Superseded values are not recommended for survey control.
 DJ4792
 DJ4792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4792.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4792
 DJ4792_MARKER: DD = SURVEY DISK
 DJ4792_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4792_SP_SET: CULVERT WINGWALL
 DJ4792_STAMPING: 5T14 2005
 DJ4792_MARK LOGO: WIDT
 DJ4792_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4792+STABILITY: SURFACE MOTION
 DJ4792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4792+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2011
 DJ4792
 DJ4792  HISTORY     - Date     Condition        Report By
 DJ4792  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4792  HISTORY     - 20060812 GOOD             WIDT
 DJ4792  HISTORY     - 20110728 GOOD             WIDT
 DJ4792
 DJ4792                          STATION DESCRIPTION
 DJ4792
 DJ4792'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4792'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 98 WEST (SOUTH
 DJ4792'STREET) WITH COUNTY HIGHWAY K (MAIN STREET) IN THE CITY OF LOYAL, GO
 DJ4792'NORTH ON MAIN STREET FOR 0.05 MI (0.1 KM) TO CENTRAL STREET, TURN
 DJ4792'RIGHT AND GO EAST ON CENTRAL STREET FOR 0.2 MI (0.3 KM) TO A BOX
 DJ4792'CULVERT OVER BEAR CREEK AND THE STATION ON THE LEFT.
 DJ4792'
 DJ4792'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4792'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHWEST
 DJ4792'WING WALL OF THE BOX CULVERT, ABOUT LEVEL WITH THE STREET PAVEMENT.
 DJ4792'
 DJ4792'THE STATION IS 4 M (13.1 FT) NORTH OF THE CENTERLINE OF CENTRAL STREET
 DJ4792'AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DJ4792
 DJ4792                          STATION RECOVERY (2011)
 DJ4792
 DJ4792'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4792'NOTE - - MONUMENT IS 0.3 M (1 FT) EAST OF A WHITE PLASTIC WITNESS
 DJ4792'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4443 ***********************************************************************
 DJ4443  DESIGNATION -  5T15
 DJ4443  PID         -  DJ4443
 DJ4443  STATE/COUNTY-  WI/WOOD
 DJ4443  COUNTRY     -  US
 DJ4443  USGS QUAD   -  LAKE MANAKIKI (2018)
 DJ4443
 DJ4443                         *CURRENT SURVEY CONTROL
 DJ4443  ______________________________________________________________________
 DJ4443* NAD 83(1986) POSITION- 44 33 18.36   (N) 090 11 10.63   (W)   HD_HELD1
 DJ4443* NAVD 88 ORTHO HEIGHT -   357.719 (meters)     1173.62  (feet) ADJUSTED
 DJ4443  ______________________________________________________________________
 DJ4443  GEOID HEIGHT    -        -34.152 (meters)                     GEOID18
 DJ4443  DYNAMIC HEIGHT  -        357.660 (meters)     1173.42  (feet) COMP
 DJ4443  MODELED GRAVITY -    980,441.4   (mgal)                       NAVD 88
 DJ4443
 DJ4443  VERT ORDER      -  SECOND    CLASS I
 DJ4443
 DJ4443.The horizontal coordinates were determined by differentially corrected
 DJ4443.hand held GPS observations or other comparable positioning techniques
 DJ4443.and have an estimated accuracy of +/- 3 meters.
 DJ4443
 DJ4443.The orthometric height was determined by differential leveling and
 DJ4443.adjusted by the WI DEPT OF TRANSP
 DJ4443.in May 2012.
 DJ4443
 DJ4443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4443.GEOID18 height accuracy estimate available here.
 DJ4443
 DJ4443.Click photographs - Photos may exist for this station.
 DJ4443
 DJ4443.The dynamic height is computed by dividing the NAVD 88
 DJ4443.geopotential number by the normal gravity value computed on the
 DJ4443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4443.degrees latitude (g = 980.6199 gals.).
 DJ4443
 DJ4443.The modeled gravity was interpolated from observed gravity values.
 DJ4443
 DJ4443;                    North         East    Units  Estimated Accuracy
 DJ4443;SPC WI C     -    80,218.2     585,199.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4443
 DJ4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2347437380(NAD 83)
 DJ4443
 DJ4443                          SUPERSEDED SURVEY CONTROL
 DJ4443
 DJ4443  NAVD 88 (07/08/08)  357.703  (m)         1173.56   (f) SUPERSEDED  2 1
 DJ4443
 DJ4443.Superseded values are not recommended for survey control.
 DJ4443
 DJ4443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4443.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4443
 DJ4443_MARKER: DD = SURVEY DISK
 DJ4443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4443_STAMPING: 5T15 2005
 DJ4443_MARK LOGO: WIDT
 DJ4443_PROJECTION: FLUSH
 DJ4443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4443+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4443
 DJ4443  HISTORY     - Date     Condition        Report By
 DJ4443  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4443  HISTORY     - 20060626 GOOD             WIDT
 DJ4443  HISTORY     - 20101004 GOOD             WIDT
 DJ4443
 DJ4443                          STATION DESCRIPTION
 DJ4443
 DJ4443'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4443'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DJ4443'HIGHWAY N WEST AND WOEHRLE DRIVE TO THE EAST ABOUT 7 MI (11.3 KM)
 DJ4443'SOUTH OF THE CITY OF MARSHFIELD, GO WEST ON COUNTY HIGHWAY N FOR 0.3
 DJ4443'MI (0.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4443'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4443'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4443'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4443'PAVEMENT.  THE STATION IS 9.4 M (30.8 FT) NORTH OF THE CENTERLINE OF
 DJ4443'COUNTY HIGHWAY NORTH, 38.9 M (127.6 FT) NORTHEAST OF A POWER POLE
 DJ4443'--24-3-19 30/52--, 36.5 M (119.8 FT) NORTHWEST OF A POWER POLE
 DJ4443'--23-3-19 32/52--, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST
 DJ4443'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4443'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4443'HORIZON.
 DJ4443
 DJ4443                          STATION RECOVERY (2010)
 DJ4443
 DJ4443'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4443'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 64 M WEST OF
 DJ4443'PRIVATE ENTRANCE --9460--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4899 ***********************************************************************
 DJ4899  DESIGNATION -  5T16
 DJ4899  PID         -  DJ4899
 DJ4899  STATE/COUNTY-  WI/WOOD
 DJ4899  COUNTRY     -  US
 DJ4899  USGS QUAD   -  LAKE MANAKIKI (2018)
 DJ4899
 DJ4899                         *CURRENT SURVEY CONTROL
 DJ4899  ______________________________________________________________________
 DJ4899* NAD 83(1986) POSITION- 44 34 19.07   (N) 090 10 50.17   (W)   HD_HELD1
 DJ4899* NAVD 88 ORTHO HEIGHT -   355.780 (meters)     1167.25  (feet) ADJUSTED
 DJ4899  ______________________________________________________________________
 DJ4899  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 DJ4899  DYNAMIC HEIGHT  -        355.720 (meters)     1167.06  (feet) COMP
 DJ4899  MODELED GRAVITY -    980,440.5   (mgal)                       NAVD 88
 DJ4899
 DJ4899  VERT ORDER      -  SECOND    CLASS I
 DJ4899
 DJ4899.The horizontal coordinates were determined by differentially corrected
 DJ4899.hand held GPS observations or other comparable positioning techniques
 DJ4899.and have an estimated accuracy of +/- 3 meters.
 DJ4899
 DJ4899.The orthometric height was determined by differential leveling and
 DJ4899.adjusted by the WI DEPT OF TRANSP
 DJ4899.in May 2012.
 DJ4899
 DJ4899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4899.GEOID18 height accuracy estimate available here.
 DJ4899
 DJ4899.Click photographs - Photos may exist for this station.
 DJ4899
 DJ4899.The dynamic height is computed by dividing the NAVD 88
 DJ4899.geopotential number by the normal gravity value computed on the
 DJ4899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4899.degrees latitude (g = 980.6199 gals.).
 DJ4899
 DJ4899.The modeled gravity was interpolated from observed gravity values.
 DJ4899
 DJ4899;                    North         East    Units  Estimated Accuracy
 DJ4899;SPC WI C     -    82,091.1     585,655.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4899
 DJ4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2386139269(NAD 83)
 DJ4899
 DJ4899                          SUPERSEDED SURVEY CONTROL
 DJ4899
 DJ4899  NAVD 88 (07/08/08)  355.763  (m)         1167.20   (f) SUPERSEDED  2 1
 DJ4899
 DJ4899.Superseded values are not recommended for survey control.
 DJ4899
 DJ4899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4899.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4899
 DJ4899_MARKER: DD = SURVEY DISK
 DJ4899_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4899_SP_SET: BRIDGE PARAPET WALL
 DJ4899_STAMPING: 5T16 2005
 DJ4899_MARK LOGO: WIDT
 DJ4899_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4899+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4899
 DJ4899  HISTORY     - Date     Condition        Report By
 DJ4899  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4899  HISTORY     - 20060626 GOOD             WIDT
 DJ4899  HISTORY     - 20101004 GOOD             WIDT
 DJ4899
 DJ4899                          STATION DESCRIPTION
 DJ4899
 DJ4899'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4899'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH US
 DJ4899'HIGHWAY 10 WEST AND KLONDIKE DRIVE TO THE EAST ABOUT 4 MI (6.4 KM)
 DJ4899'SOUTH OF THE CITY OF MARSHFIELD, GO SOUTH ON STATE HIGHWAY 13 FOR 1.8
 DJ4899'MI (2.9 KM) TO A BRIDGE OVER THE YELLOW RIVER AND THE STATION ON THE
 DJ4899'LEFT.
 DJ4899'
 DJ4899'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4899'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DJ4899'OF THE EAST PARAPET WALL OF THE BRIDGE --B-71-0120-00--, ABOUT 1 M
 DJ4899'(3.3 FT) ABOVE THE HIGHWAY PAVEMENT,
 DJ4899'
 DJ4899'6.0 M (19.7 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 13.
 DJ4899'
 DJ4899'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4899'THAN 20 DEGREES ABOVE THE HORIZON.
 DJ4899
 DJ4899                          STATION RECOVERY (2010)
 DJ4899
 DJ4899'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4899'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.2 MILE NORTH OF
 DJ4899'EISENHOWER DRIVE AND 2.0 M SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4441 ***********************************************************************
 DJ4441  DESIGNATION -  5T17
 DJ4441  PID         -  DJ4441
 DJ4441  STATE/COUNTY-  WI/WOOD
 DJ4441  COUNTRY     -  US
 DJ4441  USGS QUAD   -  LAKE MANAKIKI (2018)
 DJ4441
 DJ4441                         *CURRENT SURVEY CONTROL
 DJ4441  ______________________________________________________________________
 DJ4441* NAD 83(1986) POSITION- 44 36 44.37   (N) 090 10 41.86   (W)   HD_HELD1
 DJ4441* NAVD 88 ORTHO HEIGHT -   370.544 (meters)     1215.69  (feet) ADJUSTED
 DJ4441  ______________________________________________________________________
 DJ4441  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 DJ4441  DYNAMIC HEIGHT  -        370.482 (meters)     1215.49  (feet) COMP
 DJ4441  MODELED GRAVITY -    980,437.9   (mgal)                       NAVD 88
 DJ4441
 DJ4441  VERT ORDER      -  SECOND    CLASS I
 DJ4441
 DJ4441.The horizontal coordinates were determined by differentially corrected
 DJ4441.hand held GPS observations or other comparable positioning techniques
 DJ4441.and have an estimated accuracy of +/- 3 meters.
 DJ4441
 DJ4441.The orthometric height was determined by differential leveling and
 DJ4441.adjusted by the WI DEPT OF TRANSP
 DJ4441.in May 2012.
 DJ4441
 DJ4441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4441.GEOID18 height accuracy estimate available here.
 DJ4441
 DJ4441.Click photographs - Photos may exist for this station.
 DJ4441
 DJ4441.The dynamic height is computed by dividing the NAVD 88
 DJ4441.geopotential number by the normal gravity value computed on the
 DJ4441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4441.degrees latitude (g = 980.6199 gals.).
 DJ4441
 DJ4441.The modeled gravity was interpolated from observed gravity values.
 DJ4441
 DJ4441;                    North         East    Units  Estimated Accuracy
 DJ4441;SPC WI C     -    86,575.5     585,848.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4441
 DJ4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2388943759(NAD 83)
 DJ4441
 DJ4441                          SUPERSEDED SURVEY CONTROL
 DJ4441
 DJ4441  NAVD 88 (07/08/08)  370.527  (m)         1215.64   (f) SUPERSEDED  2 1
 DJ4441
 DJ4441.Superseded values are not recommended for survey control.
 DJ4441
 DJ4441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4441.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4441
 DJ4441_MARKER: DD = SURVEY DISK
 DJ4441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4441_STAMPING: 5T17 2005
 DJ4441_MARK LOGO: WIDT
 DJ4441_PROJECTION: FLUSH
 DJ4441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4441+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4441
 DJ4441  HISTORY     - Date     Condition        Report By
 DJ4441  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4441  HISTORY     - 20060622 GOOD             WIDT
 DJ4441  HISTORY     - 20101004 GOOD             WIDT
 DJ4441
 DJ4441                          STATION DESCRIPTION
 DJ4441
 DJ4441'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4441'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH US
 DJ4441'HIGHWAY 10 WEST AND KLONDIKE DRIVE TO THE EAST ABOUT 4 MI (6.4 KM)
 DJ4441'SOUTH OF THE CITY OF MARSHFIELD, GO NORTH ON US HIGHWAY 10 EAST AND
 DJ4441'STATE HIGHWAY 13 FOR 1.0 MI (1.6 KM) TO MILLING CREEK DRIVE, TURN
 DJ4441'RIGHT AND GO EAST ON MILLING CREEK DRIVE FOR 0.1 MI (0.2 KM) TO THE
 DJ4441'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4441'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4441'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4441'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DJ4441'10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF MILLING CREEK DRIVE, 42 M
 DJ4441'(137.8 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE --9242
 DJ4441'AND 9244--, 40.6 M (133.2 FT) SOUTHWEST OF A POWER POLE --785--, AND
 DJ4441'1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE PLASTIC
 DJ4441'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4441'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4441
 DJ4441                          STATION RECOVERY (2010)
 DJ4441
 DJ4441'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4441'RECOVERED IN GOOD CONDITION.  NOTE---THE STATION IS 10.1 M SOUTH OF
 DJ4441'MILL CREEK DRIVE (NOT MILLING CREEK DRIVE).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4931 ***********************************************************************
 DJ4931  DESIGNATION -  5T18
 DJ4931  PID         -  DJ4931
 DJ4931  STATE/COUNTY-  WI/WOOD
 DJ4931  COUNTRY     -  US
 DJ4931  USGS QUAD   -  LAKE MANAKIKI (2018)
 DJ4931
 DJ4931                         *CURRENT SURVEY CONTROL
 DJ4931  ______________________________________________________________________
 DJ4931* NAD 83(1986) POSITION- 44 36 43.61   (N) 090 08 35.72   (W)   HD_HELD1
 DJ4931* NAVD 88 ORTHO HEIGHT -   367.966 (meters)     1207.24  (feet) ADJUSTED
 DJ4931  ______________________________________________________________________
 DJ4931  GEOID HEIGHT    -        -34.159 (meters)                     GEOID18
 DJ4931  DYNAMIC HEIGHT  -        367.905 (meters)     1207.04  (feet) COMP
 DJ4931  MODELED GRAVITY -    980,440.4   (mgal)                       NAVD 88
 DJ4931
 DJ4931  VERT ORDER      -  SECOND    CLASS I
 DJ4931
 DJ4931.The horizontal coordinates were determined by differentially corrected
 DJ4931.hand held GPS observations or other comparable positioning techniques
 DJ4931.and have an estimated accuracy of +/- 3 meters.
 DJ4931
 DJ4931.The orthometric height was determined by differential leveling and
 DJ4931.adjusted by the WI DEPT OF TRANSP
 DJ4931.in May 2012.
 DJ4931
 DJ4931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4931.GEOID18 height accuracy estimate available here.
 DJ4931
 DJ4931.Click photographs - Photos may exist for this station.
 DJ4931
 DJ4931.The dynamic height is computed by dividing the NAVD 88
 DJ4931.geopotential number by the normal gravity value computed on the
 DJ4931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4931.degrees latitude (g = 980.6199 gals.).
 DJ4931
 DJ4931.The modeled gravity was interpolated from observed gravity values.
 DJ4931
 DJ4931;                    North         East    Units  Estimated Accuracy
 DJ4931;SPC WI C     -    86,546.6     588,629.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4931
 DJ4931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2667043832(NAD 83)
 DJ4931
 DJ4931                          SUPERSEDED SURVEY CONTROL
 DJ4931
 DJ4931  NAVD 88 (07/08/08)  367.949  (m)         1207.18   (f) SUPERSEDED  2 1
 DJ4931
 DJ4931.Superseded values are not recommended for survey control.
 DJ4931
 DJ4931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4931.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4931
 DJ4931_MARKER: DD = SURVEY DISK
 DJ4931_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4931_SP_SET: BRIDGE WINGWALL
 DJ4931_STAMPING: 5T18 2005
 DJ4931_MARK LOGO: WIDT
 DJ4931_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4931+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4931
 DJ4931  HISTORY     - Date     Condition        Report By
 DJ4931  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4931  HISTORY     - 20060621 GOOD             WIDT
 DJ4931  HISTORY     - 20101004 GOOD             WIDT
 DJ4931
 DJ4931                          STATION DESCRIPTION
 DJ4931
 DJ4931'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4931'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DJ4931'HIGHWAY EE ABOUT 4 MI (6.4 KM) SOUTH OF THE CITY OF MARSHFIELD, GO
 DJ4931'NORTH ON COUNTY HIGHWAY A FOR 1.95 MI (3.1 KM) TO MILLING CREEK DRIVE,
 DJ4931'TURN LEFT AND GO WEST ON MILLING CREEK DRIVE FOR 0.15 MI (0.2 KM) TO A
 DJ4931'BRIDGE OVER A SMALL STREAM AND THE STATION ON THE RIGHT.
 DJ4931'
 DJ4931'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4931'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4931'WING WALL OF THE BRIDGE, ABOUT 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT,
 DJ4931'4 M (13.1 FT) NORTH OF THE CENTER OF MILLING CREEK DRIVE.
 DJ4931'
 DJ4931'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4931'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4931
 DJ4931                          STATION RECOVERY (2010)
 DJ4931
 DJ4931'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4931'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M WEST OF A
 DJ4931'WHITE PLASTIC WITNESS POST.  NOTE---THE STATION IS 4 M NORTH OF THE
 DJ4931'CENTER OF MILL CREEK DRIVE (NOT MILLING CREEK DRIVE).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4898 ***********************************************************************
 DJ4898  DESIGNATION -  5T19
 DJ4898  PID         -  DJ4898
 DJ4898  STATE/COUNTY-  WI/WOOD
 DJ4898  COUNTRY     -  US
 DJ4898  USGS QUAD   -  MARSHFIELD (2018)
 DJ4898
 DJ4898                         *CURRENT SURVEY CONTROL
 DJ4898  ______________________________________________________________________
 DJ4898* NAD 83(1986) POSITION- 44 39 48.59   (N) 090 09 55.54   (W)   HD_HELD1
 DJ4898* NAVD 88 ORTHO HEIGHT -   391.886 (meters)     1285.71  (feet) ADJUSTED
 DJ4898  ______________________________________________________________________
 DJ4898  GEOID HEIGHT    -        -34.037 (meters)                     GEOID18
 DJ4898  DYNAMIC HEIGHT  -        391.819 (meters)     1285.49  (feet) COMP
 DJ4898  MODELED GRAVITY -    980,436.1   (mgal)                       NAVD 88
 DJ4898
 DJ4898  VERT ORDER      -  SECOND    CLASS I
 DJ4898
 DJ4898.The horizontal coordinates were determined by differentially corrected
 DJ4898.hand held GPS observations or other comparable positioning techniques
 DJ4898.and have an estimated accuracy of +/- 3 meters.
 DJ4898
 DJ4898.The orthometric height was determined by differential leveling and
 DJ4898.adjusted by the WI DEPT OF TRANSP
 DJ4898.in May 2012.
 DJ4898
 DJ4898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4898.GEOID18 height accuracy estimate available here.
 DJ4898
 DJ4898.Click photographs - Photos may exist for this station.
 DJ4898
 DJ4898.The dynamic height is computed by dividing the NAVD 88
 DJ4898.geopotential number by the normal gravity value computed on the
 DJ4898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4898.degrees latitude (g = 980.6199 gals.).
 DJ4898
 DJ4898.The modeled gravity was interpolated from observed gravity values.
 DJ4898
 DJ4898;                    North         East    Units  Estimated Accuracy
 DJ4898;SPC WI C     -    92,259.6     586,881.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4898
 DJ4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2471249479(NAD 83)
 DJ4898
 DJ4898                          SUPERSEDED SURVEY CONTROL
 DJ4898
 DJ4898  NAVD 88 (07/08/08)  391.869  (m)         1285.66   (f) SUPERSEDED  2 1
 DJ4898
 DJ4898.Superseded values are not recommended for survey control.
 DJ4898
 DJ4898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4898.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4898
 DJ4898_MARKER: DD = SURVEY DISK
 DJ4898_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4898_SP_SET: BRIDGE PARAPET WALL
 DJ4898_STAMPING: 5T19 2005
 DJ4898_MARK LOGO: WIDT
 DJ4898_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4898+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DJ4898
 DJ4898  HISTORY     - Date     Condition        Report By
 DJ4898  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4898  HISTORY     - 20060619 GOOD             WIDT
 DJ4898  HISTORY     - 20101004 GOOD             WIDT
 DJ4898
 DJ4898                          STATION DESCRIPTION
 DJ4898
 DJ4898'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4898'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (VETERANS
 DJ4898'PARKWAY) WITH STATE HIGHWAY 97 (CENTRAL AVENUE) IN THE CITY OF
 DJ4898'MARSHFIELD, GO EAST-SOUTHEAST ON STATE HIGHWAY 13 SOUTH (VETERANS
 DJ4898'PARKWAY) FOR 0.3 MI (0.5 KM) TO VINE AVENUE, CONTINUE EAST-SOUTHEAST
 DJ4898'ON STATE HIGHWAY 13 SOUTH (VETERANS PARKWAY) FOR 0.15 MI (0.2 KM) TO
 DJ4898'THE EAST END OF A BRIDGE OVER PEACH AVENUE AND THE STATION ON THE
 DJ4898'RIGHT.
 DJ4898'
 DJ4898'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4898'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DJ4898'THE SOUTH PARAPET WALL OF THE BRIDGE --B-71-105--, ABOUT 1 M (3.3 FT)
 DJ4898'ABOVE THE HIGHWAY PAVEMENT.
 DJ4898'
 DJ4898'THE STATION IS 5.6 M (18.4 FT) SOUTHWEST OF THE CENTERLINE OF
 DJ4898'SOUTHBOUND STATE HIGHWAY 13 (VETERANS PARKWAY), 9.4 M (30.8 FT)
 DJ4898'NORTHWEST OF THE EAST END OF THE PARAPET WALL, AND 3.3 M (10.8 FT)
 DJ4898'EAST-NORTHEAST OF A CYCLONE FENCE.
 DJ4898
 DJ4898                          STATION RECOVERY (2010)
 DJ4898
 DJ4898'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4898'RECOVERED IN GOOD CONDITION.  NOTE---THE STATION IS SET IN THE TOP OF
 DJ4898'THE SECTION OF BRIDGE PARAPET OVER THE BRIDGE SPAN 30 CM NORTHWEST OF
 DJ4898'THE EXPANSION JOINT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4440 ***********************************************************************
 DJ4440  DESIGNATION -  5T20
 DJ4440  PID         -  DJ4440
 DJ4440  STATE/COUNTY-  WI/MARATHON
 DJ4440  COUNTRY     -  US
 DJ4440  USGS QUAD   -  MARSHFIELD (2018)
 DJ4440
 DJ4440                         *CURRENT SURVEY CONTROL
 DJ4440  ______________________________________________________________________
 DJ4440* NAD 83(1986) POSITION- 44 41 10.05   (N) 090 10 25.14   (W)   HD_HELD1
 DJ4440* NAVD 88 ORTHO HEIGHT -   400.089 (meters)     1312.63  (feet) ADJUSTED
 DJ4440  ______________________________________________________________________
 DJ4440  GEOID HEIGHT    -        -33.957 (meters)                     GEOID18
 DJ4440  DYNAMIC HEIGHT  -        400.022 (meters)     1312.41  (feet) COMP
 DJ4440  MODELED GRAVITY -    980,438.7   (mgal)                       NAVD 88
 DJ4440
 DJ4440  VERT ORDER      -  SECOND    CLASS I
 DJ4440
 DJ4440.The horizontal coordinates were determined by differentially corrected
 DJ4440.hand held GPS observations or other comparable positioning techniques
 DJ4440.and have an estimated accuracy of +/- 3 meters.
 DJ4440
 DJ4440.The orthometric height was determined by differential leveling and
 DJ4440.adjusted by the WI DEPT OF TRANSP
 DJ4440.in May 2012.
 DJ4440
 DJ4440.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4440.GEOID18 height accuracy estimate available here.
 DJ4440
 DJ4440.Click photographs - Photos may exist for this station.
 DJ4440
 DJ4440.The dynamic height is computed by dividing the NAVD 88
 DJ4440.geopotential number by the normal gravity value computed on the
 DJ4440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4440.degrees latitude (g = 980.6199 gals.).
 DJ4440
 DJ4440.The modeled gravity was interpolated from observed gravity values.
 DJ4440
 DJ4440;                    North         East    Units  Estimated Accuracy
 DJ4440;SPC WI C     -    94,775.3     586,234.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4440
 DJ4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2397351970(NAD 83)
 DJ4440
 DJ4440                          SUPERSEDED SURVEY CONTROL
 DJ4440
 DJ4440  NAVD 88 (07/08/08)  400.072  (m)         1312.57   (f) SUPERSEDED  2 1
 DJ4440
 DJ4440.Superseded values are not recommended for survey control.
 DJ4440
 DJ4440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4440.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4440
 DJ4440_MARKER: DD = SURVEY DISK
 DJ4440_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ4440_SP_SET: RETAINING WALL
 DJ4440_STAMPING: 5T20 2005
 DJ4440_MARK LOGO: WIDT
 DJ4440_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4440+STABILITY: SURFACE MOTION
 DJ4440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4440+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2011
 DJ4440
 DJ4440  HISTORY     - Date     Condition        Report By
 DJ4440  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4440  HISTORY     - 20060617 GOOD             WIDT
 DJ4440  HISTORY     - 20110711 GOOD             WIDT
 DJ4440
 DJ4440                          STATION DESCRIPTION
 DJ4440
 DJ4440'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4440'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 (CENTRAL
 DJ4440'AVENUE) WITH COUNTY HIGHWAY E JUST NORTH OF THE CITY OF MARSHFIELD, GO
 DJ4440'SOUTHWEST ON STATE HIGHWAY 97 (CENTRAL AVENUE) FOR 0.15 MI (0.2 KM) TO
 DJ4440'MCMILLAN STREET, TURN RIGHT AND GO WEST ON MCMILLAN STREET FOR 0.65 MI
 DJ4440'(1.0 KM) TO OAK AVENUE, TURN RIGHT AND GO NORTH ON OAK AVENUE FOR 0.05
 DJ4440'MI (0.1 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4440'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4440'DISK SET IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE RETAINING
 DJ4440'WALL.  THE STATION IS 12.5 M (41.0 FT) WEST OF THE CENTERLINE OF NORTH
 DJ4440'OAK AVENUE, 21 M (68.9 FT) SOUTH OF A GATED ENTRANCE TO THE MARSHFIELD
 DJ4440'WATER TREATMENT PLANT AND ABOUT LEVEL WITH THE STREET PAVEMENT.
 DJ4440'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4440
 DJ4440                          STATION RECOVERY (2011)
 DJ4440
 DJ4440'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4440'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4897 ***********************************************************************
 DJ4897  DESIGNATION -  5T22
 DJ4897  PID         -  DJ4897
 DJ4897  STATE/COUNTY-  WI/MARATHON
 DJ4897  COUNTRY     -  US
 DJ4897  USGS QUAD   -  MARSHFIELD (2018)
 DJ4897
 DJ4897                         *CURRENT SURVEY CONTROL
 DJ4897  ______________________________________________________________________
 DJ4897* NAD 83(1986) POSITION- 44 44 26.00   (N) 090 09 39.36   (W)   HD_HELD1
 DJ4897* NAVD 88 ORTHO HEIGHT -   379.565 (meters)     1245.29  (feet) ADJUSTED
 DJ4897  ______________________________________________________________________
 DJ4897  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 DJ4897  DYNAMIC HEIGHT  -        379.507 (meters)     1245.10  (feet) COMP
 DJ4897  MODELED GRAVITY -    980,452.4   (mgal)                       NAVD 88
 DJ4897
 DJ4897  VERT ORDER      -  SECOND    CLASS I
 DJ4897
 DJ4897.The horizontal coordinates were determined by differentially corrected
 DJ4897.hand held GPS observations or other comparable positioning techniques
 DJ4897.and have an estimated accuracy of +/- 3 meters.
 DJ4897
 DJ4897.The orthometric height was determined by differential leveling and
 DJ4897.adjusted by the WI DEPT OF TRANSP
 DJ4897.in May 2012.
 DJ4897
 DJ4897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4897.GEOID18 height accuracy estimate available here.
 DJ4897
 DJ4897.Click photographs - Photos may exist for this station.
 DJ4897
 DJ4897.The dynamic height is computed by dividing the NAVD 88
 DJ4897.geopotential number by the normal gravity value computed on the
 DJ4897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4897.degrees latitude (g = 980.6199 gals.).
 DJ4897
 DJ4897.The modeled gravity was interpolated from observed gravity values.
 DJ4897
 DJ4897;                    North         East    Units  Estimated Accuracy
 DJ4897;SPC WI C     -   100,821.6     587,254.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4897
 DJ4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2477058051(NAD 83)
 DJ4897
 DJ4897                          SUPERSEDED SURVEY CONTROL
 DJ4897
 DJ4897  NAVD 88 (07/08/08)  379.548  (m)         1245.23   (f) SUPERSEDED  2 1
 DJ4897
 DJ4897.Superseded values are not recommended for survey control.
 DJ4897
 DJ4897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4897.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4897
 DJ4897_MARKER: DD = SURVEY DISK
 DJ4897_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4897_SP_SET: BRIDGE WINGWALL
 DJ4897_STAMPING: 5T22 2005
 DJ4897_MARK LOGO: WIDT
 DJ4897_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4897+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2011
 DJ4897
 DJ4897  HISTORY     - Date     Condition        Report By
 DJ4897  HISTORY     - 2006     MONUMENTED       WIDT
 DJ4897  HISTORY     - 20060615 GOOD             WIDT
 DJ4897  HISTORY     - 20110711 GOOD             WIDT
 DJ4897
 DJ4897                          STATION DESCRIPTION
 DJ4897
 DJ4897'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4897'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 WITH COUNTY
 DJ4897'HIGHWAY E JUST NORTH OF THE CITY OF MARSHFIELD, GO NORTH ON COUNTY
 DJ4897'HIGHWAY E FOR 3.7 MI (6.0 KM) TO A BRIDGE OVER THE LITTLE EAU PLEINE
 DJ4897'RIVER AND THE STATION ON THE RIGHT.
 DJ4897'
 DJ4897'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4897'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4897'WING WALL OF THE BRIDGE --B-37-393--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4897'PAVEMENT,
 DJ4897'
 DJ4897'6.9 M (22.6 FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY EAST.
 DJ4897'
 DJ4897'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4897
 DJ4897                          STATION RECOVERY (2011)
 DJ4897
 DJ4897'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4897'NOTE - - MONUMENT IS 1 M (3.3 FT) SOUTH OF A WITNESS PLAQUE SET ON A
 DJ4897'WOOD GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4791 ***********************************************************************
 DJ4791  DESIGNATION -  5T46
 DJ4791  PID         -  DJ4791
 DJ4791  STATE/COUNTY-  WI/CLARK
 DJ4791  COUNTRY     -  US
 DJ4791  USGS QUAD   -  RIPLINGER (2018)
 DJ4791
 DJ4791                         *CURRENT SURVEY CONTROL
 DJ4791  ______________________________________________________________________
 DJ4791* NAD 83(1986) POSITION- 44 47 03.07   (N) 090 29 45.53   (W)   HD_HELD1
 DJ4791* NAVD 88 ORTHO HEIGHT -   367.733 (meters)     1206.47  (feet) ADJUSTED
 DJ4791  ______________________________________________________________________
 DJ4791  GEOID HEIGHT    -        -32.907 (meters)                     GEOID18
 DJ4791  DYNAMIC HEIGHT  -        367.680 (meters)     1206.30  (feet) COMP
 DJ4791  MODELED GRAVITY -    980,462.5   (mgal)                       NAVD 88
 DJ4791
 DJ4791  VERT ORDER      -  SECOND    CLASS I
 DJ4791
 DJ4791.The horizontal coordinates were determined by differentially corrected
 DJ4791.hand held GPS observations or other comparable positioning techniques
 DJ4791.and have an estimated accuracy of +/- 3 meters.
 DJ4791
 DJ4791.The orthometric height was determined by differential leveling and
 DJ4791.adjusted by the WI DEPT OF TRANSP
 DJ4791.in May 2012.
 DJ4791
 DJ4791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4791.GEOID18 height accuracy estimate available here.
 DJ4791
 DJ4791.Click photographs - Photos may exist for this station.
 DJ4791
 DJ4791.The dynamic height is computed by dividing the NAVD 88
 DJ4791.geopotential number by the normal gravity value computed on the
 DJ4791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4791.degrees latitude (g = 980.6199 gals.).
 DJ4791
 DJ4791.The modeled gravity was interpolated from observed gravity values.
 DJ4791
 DJ4791;                    North         East    Units  Estimated Accuracy
 DJ4791;SPC WI C     -   105,777.1     560,749.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4791
 DJ4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9809562026(NAD 83)
 DJ4791
 DJ4791                          SUPERSEDED SURVEY CONTROL
 DJ4791
 DJ4791  NAVD 88 (07/08/08)  367.716  (m)         1206.41   (f) SUPERSEDED  2 1
 DJ4791
 DJ4791.Superseded values are not recommended for survey control.
 DJ4791
 DJ4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4791.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4791
 DJ4791_MARKER: DD = SURVEY DISK
 DJ4791_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4791_SP_SET: BRIDGE WINGWALL
 DJ4791_STAMPING: 5T46 2005
 DJ4791_MARK LOGO: WIDT
 DJ4791_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4791+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2011
 DJ4791
 DJ4791  HISTORY     - Date     Condition        Report By
 DJ4791  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4791  HISTORY     - 20060811 GOOD             WIDT
 DJ4791  HISTORY     - 20110802 GOOD             WIDT
 DJ4791
 DJ4791                          STATION DESCRIPTION
 DJ4791
 DJ4791'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4791'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 98 EAST (ELM
 DJ4791'DRIVE) WITH COUNTY HIGHWAY K (MAIN STREET) IN THE CITY OF LOYAL, GO
 DJ4791'NORTH ON COUNTY HIGHWAY K FOR 2.0 MI (3.2 KM) TO ROCK CREEK ROAD,
 DJ4791'CONTINUE NORTH ON COUNTY HIGHWAY K FOR 0.9 MI (1.4 KM) TO A BRIDGE
 DJ4791'OVER ROCK CREEK AND THE STATION ON THE LEFT.
 DJ4791'
 DJ4791'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4791'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST WING
 DJ4791'WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-10-77-90--, ABOUT LEVEL
 DJ4791'WITH THE HIGHWAY PAVEMENT.
 DJ4791'
 DJ4791'THE STATION IS 5.5 M (18.0 FT) WEST OF THE CENTERLINE OF COUNTY
 DJ4791'HIGHWAY K AND ABOUT 50 M (164.0 FT) SOUTH OF CENTURY ROAD.
 DJ4791'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4791
 DJ4791                          STATION RECOVERY (2011)
 DJ4791
 DJ4791'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4510 ***********************************************************************
 DJ4510  DESIGNATION -  5T47
 DJ4510  PID         -  DJ4510
 DJ4510  STATE/COUNTY-  WI/CLARK
 DJ4510  COUNTRY     -  US
 DJ4510  USGS QUAD   -  RIPLINGER (2018)
 DJ4510
 DJ4510                         *CURRENT SURVEY CONTROL
 DJ4510  ______________________________________________________________________
 DJ4510* NAD 83(1986) POSITION- 44 51 47.49   (N) 090 29 46.17   (W)   HD_HELD1
 DJ4510* NAVD 88 ORTHO HEIGHT -   392.579 (meters)     1287.99  (feet) ADJUSTED
 DJ4510  ______________________________________________________________________
 DJ4510  GEOID HEIGHT    -        -32.630 (meters)                     GEOID18
 DJ4510  DYNAMIC HEIGHT  -        392.524 (meters)     1287.81  (feet) COMP
 DJ4510  MODELED GRAVITY -    980,465.5   (mgal)                       NAVD 88
 DJ4510
 DJ4510  VERT ORDER      -  SECOND    CLASS I
 DJ4510
 DJ4510.The horizontal coordinates were determined by differentially corrected
 DJ4510.hand held GPS observations or other comparable positioning techniques
 DJ4510.and have an estimated accuracy of +/- 3 meters.
 DJ4510
 DJ4510.The orthometric height was determined by differential leveling and
 DJ4510.adjusted by the WI DEPT OF TRANSP
 DJ4510.in May 2012.
 DJ4510
 DJ4510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4510.GEOID18 height accuracy estimate available here.
 DJ4510
 DJ4510.Click photographs - Photos may exist for this station.
 DJ4510
 DJ4510.The dynamic height is computed by dividing the NAVD 88
 DJ4510.geopotential number by the normal gravity value computed on the
 DJ4510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4510.degrees latitude (g = 980.6199 gals.).
 DJ4510
 DJ4510.The modeled gravity was interpolated from observed gravity values.
 DJ4510
 DJ4510;                    North         East    Units  Estimated Accuracy
 DJ4510;SPC WI C     -   114,556.2     560,789.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4510
 DJ4510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9781070802(NAD 83)
 DJ4510
 DJ4510                          SUPERSEDED SURVEY CONTROL
 DJ4510
 DJ4510  NAVD 88 (07/08/08)  392.562  (m)         1287.93   (f) SUPERSEDED  2 1
 DJ4510
 DJ4510.Superseded values are not recommended for survey control.
 DJ4510
 DJ4510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4510.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4510
 DJ4510_MARKER: DD = SURVEY DISK
 DJ4510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4510_STAMPING: 5T47 2005
 DJ4510_MARK LOGO: WIDT
 DJ4510_PROJECTION: FLUSH
 DJ4510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4510+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2011
 DJ4510
 DJ4510  HISTORY     - Date     Condition        Report By
 DJ4510  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4510  HISTORY     - 20060810 GOOD             WIDT
 DJ4510  HISTORY     - 20110802 GOOD             WIDT
 DJ4510
 DJ4510                          STATION DESCRIPTION
 DJ4510
 DJ4510'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4510'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DJ4510'HIGHWAY P ABOUT 5 MI (8.0 KM) SOUTHEAST OF THE CITY OF OWEN, GO SOUTH
 DJ4510'ON COUNTY HIGHWAY P FOR 1.0 MI (1.6 KM) TO CLOVERDALE ROAD, CONTINUE
 DJ4510'SOUTH ON COUNTY HIGHWAY P FOR 0.55 MI (0.9 KM) TO THE STATION ON THE
 DJ4510'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4510'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4510'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4510'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4510'11.7 M (38.4 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY P, 46.7 M
 DJ4510'(153.2 FT) NORTHWEST OF A POWER POLE --E3236--, 3 M (9.8 FT) EAST OF
 DJ4510'AN AGRICULTURAL FIELD AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND
 DJ4510'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4510'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4510'HORIZON EXCEPT FOR TREES TO THE EAST EXTENDING TO 25 DEGREES ABOVE THE
 DJ4510'HORIZON.
 DJ4510
 DJ4510                          STATION RECOVERY (2011)
 DJ4510
 DJ4510'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4790 ***********************************************************************
 DJ4790  DESIGNATION -  5T48
 DJ4790  PID         -  DJ4790
 DJ4790  STATE/COUNTY-  WI/CLARK
 DJ4790  COUNTRY     -  US
 DJ4790  USGS QUAD   -  CURTISS (2018)
 DJ4790
 DJ4790                         *CURRENT SURVEY CONTROL
 DJ4790  ______________________________________________________________________
 DJ4790* NAD 83(1986) POSITION- 44 54 46.29   (N) 090 29 45.72   (W)   HD_HELD1
 DJ4790* NAVD 88 ORTHO HEIGHT -   383.510 (meters)     1258.23  (feet) ADJUSTED
 DJ4790  ______________________________________________________________________
 DJ4790  GEOID HEIGHT    -        -32.414 (meters)                     GEOID18
 DJ4790  DYNAMIC HEIGHT  -        383.460 (meters)     1258.07  (feet) COMP
 DJ4790  MODELED GRAVITY -    980,476.3   (mgal)                       NAVD 88
 DJ4790
 DJ4790  VERT ORDER      -  SECOND    CLASS I
 DJ4790
 DJ4790.The horizontal coordinates were determined by differentially corrected
 DJ4790.hand held GPS observations or other comparable positioning techniques
 DJ4790.and have an estimated accuracy of +/- 3 meters.
 DJ4790
 DJ4790.The orthometric height was determined by differential leveling and
 DJ4790.adjusted by the WI DEPT OF TRANSP
 DJ4790.in May 2012.
 DJ4790
 DJ4790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4790.GEOID18 height accuracy estimate available here.
 DJ4790
 DJ4790.Click photographs - Photos may exist for this station.
 DJ4790
 DJ4790.The dynamic height is computed by dividing the NAVD 88
 DJ4790.geopotential number by the normal gravity value computed on the
 DJ4790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4790.degrees latitude (g = 980.6199 gals.).
 DJ4790
 DJ4790.The modeled gravity was interpolated from observed gravity values.
 DJ4790
 DJ4790;                    North         East    Units  Estimated Accuracy
 DJ4790;SPC WI C     -   120,075.2     560,832.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4790
 DJ4790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9765076320(NAD 83)
 DJ4790
 DJ4790                          SUPERSEDED SURVEY CONTROL
 DJ4790
 DJ4790  NAVD 88 (07/08/08)  383.493  (m)         1258.18   (f) SUPERSEDED  2 1
 DJ4790
 DJ4790.Superseded values are not recommended for survey control.
 DJ4790
 DJ4790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4790.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4790
 DJ4790_MARKER: DD = SURVEY DISK
 DJ4790_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4790_SP_SET: BRIDGE WINGWALL
 DJ4790_STAMPING: 5T48 2005
 DJ4790_MARK LOGO: WIDT
 DJ4790_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4790+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 DJ4790
 DJ4790  HISTORY     - Date     Condition        Report By
 DJ4790  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4790  HISTORY     - 20060809 GOOD             WIDT
 DJ4790  HISTORY     - 20110803 GOOD             WIDT
 DJ4790
 DJ4790                          STATION DESCRIPTION
 DJ4790
 DJ4790'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4790'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4790'HIGHWAY P ABOUT 9 MI (14.5 KM) WEST OF THE CITY OF ABBOTSFORD, GO
 DJ4790'SOUTH ON COUNTY HIGHWAY P FOR 2.2 MI (3.5 KM) TO A BRIDGE OVER THE
 DJ4790'SOUTH FORK OF THE POPPLE RIVER AND THE STATION ON THE LEFT.
 DJ4790'
 DJ4790'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4790'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DJ4790'WALL OF THE NORTH ABUTMENT OF THE BRIDGE --B-10-39-76--, ABOUT LEVEL
 DJ4790'WITH THE HIGHWAY PAVEMENT,
 DJ4790'
 DJ4790'4.9 M (16.1 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY P.
 DJ4790'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4790
 DJ4790                          STATION RECOVERY (2011)
 DJ4790
 DJ4790'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4790'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4425 ***********************************************************************
 DJ4425  DESIGNATION -  5T49
 DJ4425  PID         -  DJ4425
 DJ4425  STATE/COUNTY-  WI/MARATHON
 DJ4425  COUNTRY     -  US
 DJ4425  USGS QUAD   -  LITTLE ROSE (2018)
 DJ4425
 DJ4425                         *CURRENT SURVEY CONTROL
 DJ4425  ______________________________________________________________________
 DJ4425* NAD 83(1986) POSITION- 44 46 10.35   (N) 090 11 56.25   (W)   HD_HELD1
 DJ4425* NAVD 88 ORTHO HEIGHT -   400.558 (meters)     1314.16  (feet) ADJUSTED
 DJ4425  ______________________________________________________________________
 DJ4425  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 DJ4425  DYNAMIC HEIGHT  -        400.499 (meters)     1313.97  (feet) COMP
 DJ4425  MODELED GRAVITY -    980,459.0   (mgal)                       NAVD 88
 DJ4425
 DJ4425  VERT ORDER      -  SECOND    CLASS I
 DJ4425
 DJ4425.The horizontal coordinates were determined by differentially corrected
 DJ4425.hand held GPS observations or other comparable positioning techniques
 DJ4425.and have an estimated accuracy of +/- 3 meters.
 DJ4425
 DJ4425.The orthometric height was determined by differential leveling and
 DJ4425.adjusted by the WI DEPT OF TRANSP
 DJ4425.in May 2012.
 DJ4425
 DJ4425.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4425.GEOID18 height accuracy estimate available here.
 DJ4425
 DJ4425.Click photographs - Photos may exist for this station.
 DJ4425
 DJ4425.The dynamic height is computed by dividing the NAVD 88
 DJ4425.geopotential number by the normal gravity value computed on the
 DJ4425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4425.degrees latitude (g = 980.6199 gals.).
 DJ4425
 DJ4425.The modeled gravity was interpolated from observed gravity values.
 DJ4425
 DJ4425;                    North         East    Units  Estimated Accuracy
 DJ4425;SPC WI C     -   104,049.2     584,250.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4425
 DJ4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2164861167(NAD 83)
 DJ4425
 DJ4425                          SUPERSEDED SURVEY CONTROL
 DJ4425
 DJ4425  NAVD 88 (07/08/08)  400.541  (m)         1314.11   (f) SUPERSEDED  2 1
 DJ4425
 DJ4425.Superseded values are not recommended for survey control.
 DJ4425
 DJ4425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4425.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4425
 DJ4425_MARKER: DD = SURVEY DISK
 DJ4425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4425_STAMPING: 5T49 2005
 DJ4425_MARK LOGO: WIDT
 DJ4425_PROJECTION: FLUSH
 DJ4425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4425+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2011
 DJ4425
 DJ4425  HISTORY     - Date     Condition        Report By
 DJ4425  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4425  HISTORY     - 20060613 GOOD             WIDT
 DJ4425  HISTORY     - 20110711 GOOD             WIDT
 DJ4425
 DJ4425                          STATION DESCRIPTION
 DJ4425
 DJ4425'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4425'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DJ4425'HIGHWAY F ABOUT 6 MI (9.7 KM) EAST OF THE VILLAGE OF SPENCER, GO WEST
 DJ4425'ON COUNTY HIGHWAY C FOR 1.4 MI (2.3 KM) TO LINCOLN AVENUE, TURN RIGHT
 DJ4425'AND GO NORTH ON LINCOLN AVENUE FOR 0.8 MI (1.3 KM) TO THE STATION ON
 DJ4425'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4425'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4425'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4425'THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE
 DJ4425'STATION IS 8.8 M (28.9 FT) WEST OF THE CENTERLINE OF LINCOLN AVENUE,
 DJ4425'29.3 M (96.1 FT) NORTHWEST OF A POWER POLE --244107--, 27 M (88.6 FT)
 DJ4425'SOUTH OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE --M644--, 7 M (23.0
 DJ4425'FT) SOUTH OF A FIELD ENTRANCE, 2 M (6.6 FT) EAST OF AN AGRICULTURAL
 DJ4425'FIELD, AND 1.0 M (3.3 FT) EAST, NORTHWEST AND SOUTHWEST OF A WHITE
 DJ4425'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4425'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4425
 DJ4425                          STATION RECOVERY (2011)
 DJ4425
 DJ4425'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4424 ***********************************************************************
 DJ4424  DESIGNATION -  5T50
 DJ4424  PID         -  DJ4424
 DJ4424  STATE/COUNTY-  WI/MARATHON
 DJ4424  COUNTRY     -  US
 DJ4424  USGS QUAD   -  LITTLE ROSE (2018)
 DJ4424
 DJ4424                         *CURRENT SURVEY CONTROL
 DJ4424  ______________________________________________________________________
 DJ4424* NAD 83(1986) POSITION- 44 48 04.52   (N) 090 11 54.51   (W)   HD_HELD1
 DJ4424* NAVD 88 ORTHO HEIGHT -   406.406 (meters)     1333.35  (feet) ADJUSTED
 DJ4424  ______________________________________________________________________
 DJ4424  GEOID HEIGHT    -        -33.472 (meters)                     GEOID18
 DJ4424  DYNAMIC HEIGHT  -        406.348 (meters)     1333.16  (feet) COMP
 DJ4424  MODELED GRAVITY -    980,463.1   (mgal)                       NAVD 88
 DJ4424
 DJ4424  VERT ORDER      -  SECOND    CLASS I
 DJ4424
 DJ4424.The horizontal coordinates were determined by differentially corrected
 DJ4424.hand held GPS observations or other comparable positioning techniques
 DJ4424.and have an estimated accuracy of +/- 3 meters.
 DJ4424
 DJ4424.The orthometric height was determined by differential leveling and
 DJ4424.adjusted by the WI DEPT OF TRANSP
 DJ4424.in May 2012.
 DJ4424
 DJ4424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4424.GEOID18 height accuracy estimate available here.
 DJ4424
 DJ4424.Click photographs - Photos may exist for this station.
 DJ4424
 DJ4424.The dynamic height is computed by dividing the NAVD 88
 DJ4424.geopotential number by the normal gravity value computed on the
 DJ4424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4424.degrees latitude (g = 980.6199 gals.).
 DJ4424
 DJ4424.The modeled gravity was interpolated from observed gravity values.
 DJ4424
 DJ4424;                    North         East    Units  Estimated Accuracy
 DJ4424;SPC WI C     -   107,573.2     584,297.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4424
 DJ4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2156564691(NAD 83)
 DJ4424
 DJ4424                          SUPERSEDED SURVEY CONTROL
 DJ4424
 DJ4424  NAVD 88 (07/08/08)  406.388  (m)         1333.29   (f) SUPERSEDED  2 1
 DJ4424
 DJ4424.Superseded values are not recommended for survey control.
 DJ4424
 DJ4424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4424.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4424
 DJ4424_MARKER: DD = SURVEY DISK
 DJ4424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4424_STAMPING: 5T50 2005
 DJ4424_MARK LOGO: WIDT
 DJ4424_PROJECTION: FLUSH
 DJ4424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4424+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2011
 DJ4424
 DJ4424  HISTORY     - Date     Condition        Report By
 DJ4424  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4424  HISTORY     - 20060613 GOOD             WIDT
 DJ4424  HISTORY     - 20110712 GOOD             WIDT
 DJ4424
 DJ4424                          STATION DESCRIPTION
 DJ4424
 DJ4424'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4424'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 153 WITH
 DJ4424'COUNTY HIGHWAY F ABOUT 4 MI (6.4 KM) NORTHEAST OF THE VILLAGE OF
 DJ4424'SPENCER, GO EAST ON STATE HIGHWAY 153 FOR 2.0 MI (3.2 KM) TO LINCOLN
 DJ4424'AVENUE, TURN LEFT AND GO NORTH ON LINCOLN AVENUE FOR 0.05 MI (0.1 KM)
 DJ4424'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4424'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4424'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.0 M DEEP),
 DJ4424'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE ROAD
 DJ4424'PAVEMENT.  THE STATION IS 7.8 M (25.6 FT) EAST OF THE CENTERLINE OF
 DJ4424'LINCOLN AVENUE, 39 M (128.0 FT) NORTH OF THE EXTENDED CENTER OF A
 DJ4424'PRIVATE ENTRANCE --B4135--, 32 M (105.0 FT) NORTH OF A FIELD ENTRANCE,
 DJ4424'AND 1.0 M (3.3 FT) NORTH AND SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4424'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4424'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4424
 DJ4424                          STATION RECOVERY (2011)
 DJ4424
 DJ4424'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4423 ***********************************************************************
 DJ4423  DESIGNATION -  5T51
 DJ4423  PID         -  DJ4423
 DJ4423  STATE/COUNTY-  WI/MARATHON
 DJ4423  COUNTRY     -  US
 DJ4423  USGS QUAD   -  LITTLE ROSE (2018)
 DJ4423
 DJ4423                         *CURRENT SURVEY CONTROL
 DJ4423  ______________________________________________________________________
 DJ4423* NAD 83(1986) POSITION- 44 49 49.04   (N) 090 11 55.11   (W)   HD_HELD1
 DJ4423* NAVD 88 ORTHO HEIGHT -   416.705 (meters)     1367.14  (feet) ADJUSTED
 DJ4423  ______________________________________________________________________
 DJ4423  GEOID HEIGHT    -        -33.404 (meters)                     GEOID18
 DJ4423  DYNAMIC HEIGHT  -        416.647 (meters)     1366.95  (feet) COMP
 DJ4423  MODELED GRAVITY -    980,465.4   (mgal)                       NAVD 88
 DJ4423
 DJ4423  VERT ORDER      -  SECOND    CLASS I
 DJ4423
 DJ4423.The horizontal coordinates were determined by differentially corrected
 DJ4423.hand held GPS observations or other comparable positioning techniques
 DJ4423.and have an estimated accuracy of +/- 3 meters.
 DJ4423
 DJ4423.The orthometric height was determined by differential leveling and
 DJ4423.adjusted by the WI DEPT OF TRANSP
 DJ4423.in May 2012.
 DJ4423
 DJ4423.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4423.GEOID18 height accuracy estimate available here.
 DJ4423
 DJ4423.Click photographs - Photos may exist for this station.
 DJ4423
 DJ4423.The dynamic height is computed by dividing the NAVD 88
 DJ4423.geopotential number by the normal gravity value computed on the
 DJ4423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4423.degrees latitude (g = 980.6199 gals.).
 DJ4423
 DJ4423.The modeled gravity was interpolated from observed gravity values.
 DJ4423
 DJ4423;                    North         East    Units  Estimated Accuracy
 DJ4423;SPC WI C     -   110,799.4     584,292.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4423
 DJ4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2144167916(NAD 83)
 DJ4423
 DJ4423                          SUPERSEDED SURVEY CONTROL
 DJ4423
 DJ4423  NAVD 88 (07/08/08)  416.688  (m)         1367.08   (f) SUPERSEDED  2 1
 DJ4423
 DJ4423.Superseded values are not recommended for survey control.
 DJ4423
 DJ4423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4423.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4423
 DJ4423_MARKER: DD = SURVEY DISK
 DJ4423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4423_STAMPING: 5T51 2005
 DJ4423_MARK LOGO: WIDT
 DJ4423_PROJECTION: FLUSH
 DJ4423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4423+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2011
 DJ4423
 DJ4423  HISTORY     - Date     Condition        Report By
 DJ4423  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4423  HISTORY     - 20060613 GOOD             WIDT
 DJ4423  HISTORY     - 20110712 GOOD             WIDT
 DJ4423
 DJ4423                          STATION DESCRIPTION
 DJ4423
 DJ4423'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4423'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DJ4423'HIGHWAY F NORTH AND FREY AVENUE TO THE SOUTH ABOUT 5 MI (8.0 KM) EAST
 DJ4423'OF THE VILLAGE OF UNITY, GO EAST ON COUNTY HIGHWAY P FOR 1.0 MI (1.6
 DJ4423'KM) TO LINCOLN AVENUE, TURN RIGHT AND GO SOUTH ON LINCOLN AVENUE FOR
 DJ4423'1.45 MI (2.3 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4423'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4423'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4423'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE
 DJ4423'ROAD PAVEMENT.  THE STATION IS 10.3 M (33.8 FT) EAST OF THE CENTERLINE
 DJ4423'OF LINCOLN AVENUE, 0.05 MI (0.1 KM) NORTH OF KINGSTON ROAD, 46.8 M
 DJ4423'(153.5 FT) SOUTH OF A TELEPHONE PEDESTAL -- 2779 --, 38 M (124.7 FT)
 DJ4423'SOUTH OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE -- B45517 --, 29.2
 DJ4423'M (95.8 FT) SOUTHEAST OF A POWER POLE, 3 M (9.8 FT) WEST OF AN
 DJ4423'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST
 DJ4423'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4423'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4423'HORIZON.
 DJ4423
 DJ4423                          STATION RECOVERY (2011)
 DJ4423
 DJ4423'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4422 ***********************************************************************
 DJ4422  DESIGNATION -  5T53
 DJ4422  PID         -  DJ4422
 DJ4422  STATE/COUNTY-  WI/MARATHON
 DJ4422  COUNTRY     -  US
 DJ4422  USGS QUAD   -  MILAN (2018)
 DJ4422
 DJ4422                         *CURRENT SURVEY CONTROL
 DJ4422  ______________________________________________________________________
 DJ4422* NAD 83(1986) POSITION- 44 52 56.47   (N) 090 13 05.53   (W)   HD_HELD1
 DJ4422* NAVD 88 ORTHO HEIGHT -   409.562 (meters)     1343.70  (feet) ADJUSTED
 DJ4422  ______________________________________________________________________
 DJ4422  GEOID HEIGHT    -        -33.240 (meters)                     GEOID18
 DJ4422  DYNAMIC HEIGHT  -        409.506 (meters)     1343.52  (feet) COMP
 DJ4422  MODELED GRAVITY -    980,467.6   (mgal)                       NAVD 88
 DJ4422
 DJ4422  VERT ORDER      -  SECOND    CLASS I
 DJ4422
 DJ4422.The horizontal coordinates were determined by differentially corrected
 DJ4422.hand held GPS observations or other comparable positioning techniques
 DJ4422.and have an estimated accuracy of +/- 3 meters.
 DJ4422
 DJ4422.The orthometric height was determined by differential leveling and
 DJ4422.adjusted by the WI DEPT OF TRANSP
 DJ4422.in May 2012.
 DJ4422
 DJ4422.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4422.GEOID18 height accuracy estimate available here.
 DJ4422
 DJ4422.Click photographs - Photos may exist for this station.
 DJ4422
 DJ4422.The dynamic height is computed by dividing the NAVD 88
 DJ4422.geopotential number by the normal gravity value computed on the
 DJ4422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4422.degrees latitude (g = 980.6199 gals.).
 DJ4422
 DJ4422.The modeled gravity was interpolated from observed gravity values.
 DJ4422
 DJ4422;                    North         East    Units  Estimated Accuracy
 DJ4422;SPC WI C     -   116,588.8     582,761.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4422
 DJ4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1969673646(NAD 83)
 DJ4422
 DJ4422                          SUPERSEDED SURVEY CONTROL
 DJ4422
 DJ4422  NAVD 88 (07/08/08)  409.545  (m)         1343.65   (f) SUPERSEDED  2 1
 DJ4422
 DJ4422.Superseded values are not recommended for survey control.
 DJ4422
 DJ4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4422.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4422
 DJ4422_MARKER: DD = SURVEY DISK
 DJ4422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4422_STAMPING: 5T53 2005
 DJ4422_MARK LOGO: WIDT
 DJ4422_PROJECTION: FLUSH
 DJ4422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4422+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2011
 DJ4422
 DJ4422  HISTORY     - Date     Condition        Report By
 DJ4422  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4422  HISTORY     - 20060609 GOOD             WIDT
 DJ4422  HISTORY     - 20110713 GOOD             WIDT
 DJ4422
 DJ4422                          STATION DESCRIPTION
 DJ4422
 DJ4422'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4422'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DJ4422'HIGHWAY F SOUTH ABOUT 5 MI (8.0 KM) EAST OF THE CITY OF COLBY, GO
 DJ4422'SOUTH ON COUNTY HIGHWAY F FOR 1.0 MI (1.6 KM) TO BLUEBERRY ROAD,
 DJ4422'CONTINUE SOUTH ON COUNTY HIGHWAY F FOR 0.3 MI (0.5 KM) TO THE STATION
 DJ4422'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4422'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4422'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4422'THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4422'STATION IS 9.7 M (31.8 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY F,
 DJ4422'23.9 M (78.4 FT) NORTHWEST OF A POWER POLE, 2 M (6.6 FT) EAST OF AN
 DJ4422'AGRICULTURAL FIELD, 1.5 M (4.9 FT) EAST OF A WIRE FENCE, AND 1.0 M
 DJ4422'(3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS
 DJ4422'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4422'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4422
 DJ4422                          STATION RECOVERY (2011)
 DJ4422
 DJ4422'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4422'ADD- - STATION IS 110 M (363 FT) SOUTH OF A PRIVATE DRIVE - H4038 CTH
 DJ4422'F .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4388 ***********************************************************************
 DJ4388  DESIGNATION -  5U01
 DJ4388  PID         -  DJ4388
 DJ4388  STATE/COUNTY-  WI/PORTAGE
 DJ4388  COUNTRY     -  US
 DJ4388  USGS QUAD   -  WHITING (2018)
 DJ4388
 DJ4388                         *CURRENT SURVEY CONTROL
 DJ4388  ______________________________________________________________________
 DJ4388* NAD 83(1986) POSITION- 44 28 19.77   (N) 089 32 59.59   (W)   HD_HELD1
 DJ4388* NAVD 88 ORTHO HEIGHT -   321.666 (meters)     1055.33  (feet) ADJUSTED
 DJ4388  ______________________________________________________________________
 DJ4388  GEOID HEIGHT    -        -35.857 (meters)                     GEOID18
 DJ4388  DYNAMIC HEIGHT  -        321.606 (meters)     1055.14  (feet) COMP
 DJ4388  MODELED GRAVITY -    980,422.4   (mgal)                       NAVD 88
 DJ4388
 DJ4388  VERT ORDER      -  SECOND    CLASS I
 DJ4388
 DJ4388.The horizontal coordinates were determined by differentially corrected
 DJ4388.hand held GPS observations or other comparable positioning techniques
 DJ4388.and have an estimated accuracy of +/- 3 meters.
 DJ4388
 DJ4388.The orthometric height was determined by differential leveling and
 DJ4388.adjusted by the WI DEPT OF TRANSP
 DJ4388.in May 2012.
 DJ4388
 DJ4388.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4388.GEOID18 height accuracy estimate available here.
 DJ4388
 DJ4388.Click photographs - Photos may exist for this station.
 DJ4388
 DJ4388.The dynamic height is computed by dividing the NAVD 88
 DJ4388.geopotential number by the normal gravity value computed on the
 DJ4388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4388.degrees latitude (g = 980.6199 gals.).
 DJ4388
 DJ4388.The modeled gravity was interpolated from observed gravity values.
 DJ4388
 DJ4388;                    North         East    Units  Estimated Accuracy
 DJ4388;SPC WI C     -    71,084.2     635,813.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4388
 DJ4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9719227479(NAD 83)
 DJ4388
 DJ4388                          SUPERSEDED SURVEY CONTROL
 DJ4388
 DJ4388  NAVD 88 (07/08/08)  321.639  (m)         1055.24   (f) SUPERSEDED  2 1
 DJ4388
 DJ4388.Superseded values are not recommended for survey control.
 DJ4388
 DJ4388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4388.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4388
 DJ4388_MARKER: DD = SURVEY DISK
 DJ4388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ4388_SP_SET: BOX CULVERT
 DJ4388_STAMPING: 5U01 2005
 DJ4388_MARK LOGO: WIDT
 DJ4388_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4388+STABILITY: SURFACE MOTION
 DJ4388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4388+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 DJ4388
 DJ4388  HISTORY     - Date     Condition        Report By
 DJ4388  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4388  HISTORY     - 20060525 GOOD             WIDT
 DJ4388
 DJ4388                          STATION DESCRIPTION
 DJ4388
 DJ4388'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4388'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS HIGHWAY 51 (POST
 DJ4388'ROAD) WITH STATE HIGHWAY 54 TO THE WEST AND COUNTY HIGHWAY B TO THE
 DJ4388'EAST (PLOVER ROAD) IN THE VILLAGE OF PLOVER, GO NORTH ON BUSINESS
 DJ4388'HIGHWAY 51 (POST ROAD) FOR 1.25 MI (2.0 KM) TO SPRINGVILLE DRIVE, TURN
 DJ4388'LEFT AND GO WEST ON SPRINGVILLE DRIVE FOR 0.1 MI (0.2 KM) TO OKRAY
 DJ4388'AVENUE, TURN RIGHT AND GO NORTH ON OKRAY AVENUE FOR 0.1 MI (0.2 KM) TO
 DJ4388'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4388'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4388'IN THE TOP OF THE SOUTHEAST WING WALL OF A CONCRETE BOX CULVERT,
 DJ4388'LOCATED EAST OF THE CENTERLINE OF OKRAY AVENUE AND ABOUT 6 M (19.7 FT)
 DJ4388'BELOW THE LEVEL OF THE ROAD PAVEMENT.  ---NOTE---THIS STATION IS NOT
 DJ4388'SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4386 ***********************************************************************
 DJ4386  DESIGNATION -  5U03
 DJ4386  PID         -  DJ4386
 DJ4386  STATE/COUNTY-  WI/PORTAGE
 DJ4386  COUNTRY     -  US
 DJ4386  USGS QUAD   -  STEVENS POINT (2018)
 DJ4386
 DJ4386                         *CURRENT SURVEY CONTROL
 DJ4386  ______________________________________________________________________
 DJ4386* NAD 83(1986) POSITION- 44 30 46.4    (N) 089 34 22.7    (W)   HD_HELD2
 DJ4386* NAVD 88 ORTHO HEIGHT -   327.200 (meters)     1073.49  (feet) ADJUSTED
 DJ4386  ______________________________________________________________________
 DJ4386  GEOID HEIGHT    -        -35.844 (meters)                     GEOID18
 DJ4386  DYNAMIC HEIGHT  -        327.138 (meters)     1073.29  (feet) COMP
 DJ4386  MODELED GRAVITY -    980,420.6   (mgal)                       NAVD 88
 DJ4386
 DJ4386  VERT ORDER      -  SECOND    CLASS I
 DJ4386
 DJ4386.The horizontal coordinates were established by autonomous hand held GPS
 DJ4386.observations and have an estimated accuracy of +/- 10 meters.
 DJ4386
 DJ4386.The orthometric height was determined by differential leveling and
 DJ4386.adjusted by the WI DEPT OF TRANSP
 DJ4386.in May 2012.
 DJ4386
 DJ4386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4386.GEOID18 height accuracy estimate available here.
 DJ4386
 DJ4386.Click photographs - Photos may exist for this station.
 DJ4386
 DJ4386.The dynamic height is computed by dividing the NAVD 88
 DJ4386.geopotential number by the normal gravity value computed on the
 DJ4386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4386.degrees latitude (g = 980.6199 gals.).
 DJ4386
 DJ4386.The modeled gravity was interpolated from observed gravity values.
 DJ4386
 DJ4386;                    North         East    Units  Estimated Accuracy
 DJ4386;SPC WI C     -    75,600.      633,952.      MT  (+/- 10 meters HH2 GPS)
 DJ4386
 DJ4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9549832061(NAD 83)
 DJ4386
 DJ4386                          SUPERSEDED SURVEY CONTROL
 DJ4386
 DJ4386  NAVD 88 (07/08/08)  327.174  (m)         1073.40   (f) SUPERSEDED  2 1
 DJ4386
 DJ4386.Superseded values are not recommended for survey control.
 DJ4386
 DJ4386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4386.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4386
 DJ4386_MARKER: DD = SURVEY DISK
 DJ4386_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4386_SP_SET: BRIDGE ABUTMENT
 DJ4386_STAMPING: 5U03 2005
 DJ4386_MARK LOGO: WIDT
 DJ4386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4386+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2010
 DJ4386
 DJ4386  HISTORY     - Date     Condition        Report By
 DJ4386  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4386  HISTORY     - 20060531 GOOD             WIDT
 DJ4386  HISTORY     - 20101011 GOOD             WIDT
 DJ4386
 DJ4386                          STATION DESCRIPTION
 DJ4386
 DJ4386'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4386'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 EAST (CLARK
 DJ4386'STREET) WITH BUSINESS HIGHWAY 51 (DIVISION STREET) IN THE CITY OF
 DJ4386'STEVENS POINT, GO SOUTH ON BUSINESS HIGHWAY 51 (DIVISION STREET) FOR
 DJ4386'0.65 MI (1.0 KM) TO A RAILROAD BRIDGE OVERPASS AND THE STATION ON THE
 DJ4386'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4386'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE SOUTHERN
 DJ4386'END OF THE EAST RAILROAD BRIDGE ABUTMENT.  THE STATION IS 7.9 M (25.9
 DJ4386'FT) NORTHEAST OF THE CENTERLINE OF BUSINESS HIGHWAY 51 (DIVISION
 DJ4386'STREET) AND ABOUT 0.5 M (1.6 FT) ABOVE THE SIDEWALK PAVEMENT.
 DJ4386'---NOTE---THIS STATION IS SET VERTICALLY AND NOT SUITABLE FOR GPS
 DJ4386'OBSERVATIONS.
 DJ4386
 DJ4386                          STATION RECOVERY (2010)
 DJ4386
 DJ4386'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4386'RECOVERED IN GOOD CONDITION.  NOTE---BECAUSE OF THE REROUTING OF US
 DJ4386'HIGHWAY 10, US HIGHWAY 10 IN THE 2006 DESCRIPTION IS NOW STATE HIGHWAY
 DJ4386'66.  ADD---THE STATION IS SET VERTICALLY IN THE WEST FACE 0.8 M NORTH
 DJ4386'OF THE SOUTH END OF THE EAST BRIDGE ABUTMENT AND 1.1 M NORTH OF A
 DJ4386'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4385 ***********************************************************************
 DJ4385  DESIGNATION -  5U04
 DJ4385  PID         -  DJ4385
 DJ4385  STATE/COUNTY-  WI/PORTAGE
 DJ4385  COUNTRY     -  US
 DJ4385  USGS QUAD   -  STEVENS POINT (2018)
 DJ4385
 DJ4385                         *CURRENT SURVEY CONTROL
 DJ4385  ______________________________________________________________________
 DJ4385* NAD 83(2011) POSITION- 44 32 28.90398(N) 089 34 35.34963(W)   ADJUSTED
 DJ4385* NAD 83(2011) ELLIP HT-   305.866 (meters)        (06/27/12)   ADJUSTED
 DJ4385* NAD 83(2011) EPOCH   -  2010.00
 DJ4385* NAVD 88 ORTHO HEIGHT -   341.690 (meters)     1121.03  (feet) ADJUSTED
 DJ4385  ______________________________________________________________________
 DJ4385  GEOID HEIGHT    -        -35.831 (meters)                     GEOID18
 DJ4385  NAD 83(2011) X  -     33,659.365 (meters)                     COMP
 DJ4385  NAD 83(2011) Y  - -4,553,579.094 (meters)                     COMP
 DJ4385  NAD 83(2011) Z  -  4,451,379.859 (meters)                     COMP
 DJ4385  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 DJ4385  DYNAMIC HEIGHT  -        341.626 (meters)     1120.82  (feet) COMP
 DJ4385  MODELED GRAVITY -    980,420.8   (mgal)                       NAVD 88
 DJ4385
 DJ4385  VERT ORDER      -  SECOND    CLASS I
 DJ4385
 DJ4385  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4385  Standards:
 DJ4385         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4385            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4385  -------------------------------------------------------------------
 DJ4385  NETWORK    0.29   0.27           0.13   0.10   0.14      0.10006580
 DJ4385  -------------------------------------------------------------------
 DJ4385  Click here for local accuracies and other accuracy information.
 DJ4385
 DJ4385.The horizontal coordinates were established by GPS observations
 DJ4385.and adjusted by the National Geodetic Survey in June 2012.
 DJ4385
 DJ4385.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4385.been affixed to the stable North American tectonic plate. See 
 DJ4385.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4385
 DJ4385.The horizontal coordinates are valid at the epoch date displayed above
 DJ4385.which is a decimal equivalence of Year/Month/Day.
 DJ4385
 DJ4385.The orthometric height was determined by differential leveling and
 DJ4385.adjusted by the WI DEPT OF TRANSP
 DJ4385.in May 2012.
 DJ4385
 DJ4385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4385.GEOID18 height accuracy estimate available here.
 DJ4385
 DJ4385.Click photographs - Photos may exist for this station.
 DJ4385
 DJ4385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4385
 DJ4385.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4385
 DJ4385.The ellipsoidal height was determined by GPS observations
 DJ4385.and is referenced to NAD 83.
 DJ4385
 DJ4385.The dynamic height is computed by dividing the NAVD 88
 DJ4385.geopotential number by the normal gravity value computed on the
 DJ4385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4385.degrees latitude (g = 980.6199 gals.).
 DJ4385
 DJ4385.The modeled gravity was interpolated from observed gravity values.
 DJ4385
 DJ4385. The following values were computed from the NAD 83(2011) position.
 DJ4385
 DJ4385;                    North         East     Units Scale Factor Converg.
 DJ4385;SPC WI C     -    78,762.505   633,656.484   MT  0.99995768   +0 17 55.8
 DJ4385;SPC WI C     -   258,406.65  2,078,921.31   sFT  0.99995768   +0 17 55.8
 DJ4385;UTM  16      - 4,935,232.715   295,318.819   MT  1.00011523   -1 48 28.2
 DJ4385
 DJ4385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4385!SPC WI C     -   0.99995204  x   0.99995768  =   0.99990973
 DJ4385!UTM  16      -   0.99995204  x   1.00011523  =   1.00006727
 DJ4385
 DJ4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9531835232(NAD 83)
 DJ4385
 DJ4385                          SUPERSEDED SURVEY CONTROL
 DJ4385
 DJ4385  NAD 83(2007)-  44 32 28.90398(N)    089 34 35.35024(W) AD(2002.00) 1
 DJ4385  ELLIP H (07/29/08)  305.898  (m)                       GP(2002.00) 3 1
 DJ4385  NAVD 88             341.66   (m)         1120.9    (f) LEVELING    3  
 DJ4385  NAVD 88 (07/08/08)  341.664  (m)         1120.94   (f) SUPERSEDED  2 1
 DJ4385
 DJ4385.Superseded values are not recommended for survey control.
 DJ4385
 DJ4385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4385.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4385
 DJ4385_MARKER: DD = SURVEY DISK
 DJ4385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4385_STAMPING: 5U04 2005
 DJ4385_MARK LOGO: WIDT
 DJ4385_PROJECTION: FLUSH
 DJ4385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4385+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4385
 DJ4385  HISTORY     - Date     Condition        Report By
 DJ4385  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4385  HISTORY     - 20060906 GOOD             WIDT
 DJ4385  HISTORY     - 20101018 GOOD             WIDT
 DJ4385
 DJ4385                          STATION DESCRIPTION
 DJ4385
 DJ4385'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4385'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WEST (MAIN
 DJ4385'STREET) WITH BUSINESS HIGHWAY 51 (DIVISION STREET) IN THE CITY OF
 DJ4385'STEVENS POINT, GO NORTH ON BUSINESS HIGHWAY 51 (DIVISION STREET) FOR
 DJ4385'1.2 MI (1.9 KM) TO NORTHPOINT DRIVE, TURN LEFT AND GO WEST ON
 DJ4385'NORTHPOINT DRIVE FOR 40 M (131.2 FT) TO THE STATION ON THE RIGHT.  THE
 DJ4385'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4385'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4385'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4385'ABOUT LEVEL WITH THE STREET PAVEMENT.  THE STATION IS 16.1 M (52.8 FT)
 DJ4385'NORTH OF WESTBOUND NORTHPOINT DRIVE, 38.9 M (127.6 FT) WEST OF
 DJ4385'SOUTHBOUND BUSINESS HIGHWAY 51 (DIVISION STREET), 22.2 M (72.8 FT)
 DJ4385'NORTHWEST OF A POWER POLE --2408-20R44--, 4.3 M (14.1 FT) SOUTHEAST OF
 DJ4385'A WIRE MESH FENCE, AND 1.0 M (3.3 FT) SOUTH, NORTHWEST, AND NORTHEAST
 DJ4385'OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO
 DJ4385'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4385'HORIZON EXCEPT FOR A TREE AND THE REFERENCED POWER POLE SOUTHEAST OF
 DJ4385'THE STATION EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DJ4385
 DJ4385                          STATION RECOVERY (2010)
 DJ4385
 DJ4385'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4385'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS.  TO
 DJ4385'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DJ4385'HIGHWAY 51 WITH BUSINESS HIGHWAY 51 (EXIT 161) ON THE NORTH SIDE OF
 DJ4385'THE CITY OF STEVENS POINT, GO SOUTH ON BUSINESS HIGHWAY 51 (DIVISION
 DJ4385'STREET) FOR 0.5 MILE TO NORTHPOINT DRIVE, TURN RIGHT AND GO WEST ON
 DJ4385'NORTHPOINT DRIVE FOR 40 M TO THE STATION ON THE RIGHT.
 DJ4385'NOTE---BECAUSE OF THE REROUTING OF US HIGHWAY 10, US HIGHWAY 10 IN THE
 DJ4385'2006 DESCRIPTION IS NOW STATE HIGHWAY 66.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4883 ***********************************************************************
 DJ4883  DESIGNATION -  5U05
 DJ4883  PID         -  DJ4883
 DJ4883  STATE/COUNTY-  WI/PORTAGE
 DJ4883  COUNTRY     -  US
 DJ4883  USGS QUAD   -  STEVENS POINT (2018)
 DJ4883
 DJ4883                         *CURRENT SURVEY CONTROL
 DJ4883  ______________________________________________________________________
 DJ4883* NAD 83(1986) POSITION- 44 33 10.26   (N) 089 35 00.70   (W)   HD_HELD1
 DJ4883* NAVD 88 ORTHO HEIGHT -   351.079 (meters)     1151.83  (feet) ADJUSTED
 DJ4883  ______________________________________________________________________
 DJ4883  GEOID HEIGHT    -        -35.810 (meters)                     GEOID18
 DJ4883  DYNAMIC HEIGHT  -        351.013 (meters)     1151.62  (feet) COMP
 DJ4883  MODELED GRAVITY -    980,421.5   (mgal)                       NAVD 88
 DJ4883
 DJ4883  VERT ORDER      -  SECOND    CLASS I
 DJ4883
 DJ4883.The horizontal coordinates were determined by differentially corrected
 DJ4883.hand held GPS observations or other comparable positioning techniques
 DJ4883.and have an estimated accuracy of +/- 3 meters.
 DJ4883
 DJ4883.The orthometric height was determined by differential leveling and
 DJ4883.adjusted by the WI DEPT OF TRANSP
 DJ4883.in May 2012.
 DJ4883
 DJ4883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4883.GEOID18 height accuracy estimate available here.
 DJ4883
 DJ4883.Click photographs - Photos may exist for this station.
 DJ4883
 DJ4883.The dynamic height is computed by dividing the NAVD 88
 DJ4883.geopotential number by the normal gravity value computed on the
 DJ4883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4883.degrees latitude (g = 980.6199 gals.).
 DJ4883
 DJ4883.The modeled gravity was interpolated from observed gravity values.
 DJ4883
 DJ4883;                    North         East    Units  Estimated Accuracy
 DJ4883;SPC WI C     -    80,036.1     633,090.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4883
 DJ4883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9479936526(NAD 83)
 DJ4883
 DJ4883                          SUPERSEDED SURVEY CONTROL
 DJ4883
 DJ4883  NAVD 88 (07/08/08)  351.053  (m)         1151.75   (f) SUPERSEDED  2 1
 DJ4883
 DJ4883.Superseded values are not recommended for survey control.
 DJ4883
 DJ4883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4883.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4883
 DJ4883_MARKER: DD = SURVEY DISK
 DJ4883_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4883_SP_SET: BRIDGE PARAPET WALL
 DJ4883_STAMPING: 5U05 2005
 DJ4883_MARK LOGO: WIDT
 DJ4883_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4883+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4883
 DJ4883  HISTORY     - Date     Condition        Report By
 DJ4883  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4883  HISTORY     - 20060531 GOOD             WIDT
 DJ4883  HISTORY     - 20101018 GOOD             WIDT
 DJ4883
 DJ4883                          STATION DESCRIPTION
 DJ4883
 DJ4883'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4883'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WEST (MAIN
 DJ4883'STREET) WITH BUSINESS HIGHWAY 51 (DIVISION STREET) IN THE CITY OF
 DJ4883'STEVENS POINT, GO NORTH ON BUSINESS HIGHWAY 51 (DIVISION STREET) FOR
 DJ4883'1.2 MI (1.9 KM) TO NORTHPOINT DRIVE, TURN LEFT AND GO WEST ON
 DJ4883'NORTHPOINT DRIVE FOR 0.5 MI (0.8 KM) TO NORTH SECOND STREET, TURN
 DJ4883'RIGHT AND GO NORTH ON NORTH SECOND STREET FOR 0.8 MI (1.3 KM) TO THE
 DJ4883'BRIDGE OVER INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 AND THE STATION ON
 DJ4883'THE RIGHT.
 DJ4883'
 DJ4883'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4883'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DJ4883'THE NORTH PARAPET WALL OF THE BRIDGE --B-49-33-69--, ABOUT 1 M (3.3
 DJ4883'FT) ABOVE THE STREET PAVEMENT.
 DJ4883'
 DJ4883'THE STATION IS 6.4 M (21.0 FT) SOUTHEAST OF THE CENTERLINE OF NORTH
 DJ4883'SECOND STREET AND 0.5 M (1.6 FT) NORTHWEST OF A WHITE PLASTIC WITNESS
 DJ4883'POST.
 DJ4883
 DJ4883                          STATION RECOVERY (2010)
 DJ4883
 DJ4883'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4883'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS.  TO
 DJ4883'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DJ4883'HIGHWAY 51 WITH BUSINESS HIGHWAY 51 (EXIT 161) ON THE NORTH SIDE OF
 DJ4883'THE CITY OF STEVENS POINT, GO SOUTH ON BUSINESS HIGHWAY 51 (DIVISION
 DJ4883'STREET) FOR 0.5 MILE TO NORTHPOINT DRIVE, TURN RIGHT AND GO WEST ON
 DJ4883'NORTHPOINT DRIVE FOR 0.5 MILE TO NORTH SECOND STREET,
 DJ4883'TURN RIGHT AND GO NORTH ON NORTH SECOND STREET FOR 0.8 MILE TO THE
 DJ4883'BRIDGE OVER INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 AND THE STATION ON
 DJ4883'THE RIGHT.   ADD---THE STATION IS 30 CM WEST OF THE EAST END OF THE
 DJ4883'SOUTH (NOT NORTH) BRIDGE PARAPET.  NOTE---BECAUSE OF THE REROUTING OF
 DJ4883'US HIGHWAY 10, US HIGHWAY 10 IN THE 2006 DESCRIPTION IS NOW STATE
 DJ4883'HIGHWAY 66.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4882 ***********************************************************************
 DJ4882  DESIGNATION -  5U06
 DJ4882  PID         -  DJ4882
 DJ4882  STATE/COUNTY-  WI/PORTAGE
 DJ4882  COUNTRY     -  US
 DJ4882  USGS QUAD   -  STEVENS POINT (2018)
 DJ4882
 DJ4882                         *CURRENT SURVEY CONTROL
 DJ4882  ______________________________________________________________________
 DJ4882* NAD 83(1986) POSITION- 44 34 12.16   (N) 089 35 32.43   (W)   HD_HELD1
 DJ4882* NAVD 88 ORTHO HEIGHT -   334.555 (meters)     1097.62  (feet) ADJUSTED
 DJ4882  ______________________________________________________________________
 DJ4882  GEOID HEIGHT    -        -35.777 (meters)                     GEOID18
 DJ4882  DYNAMIC HEIGHT  -        334.493 (meters)     1097.42  (feet) COMP
 DJ4882  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 DJ4882
 DJ4882  VERT ORDER      -  SECOND    CLASS I
 DJ4882
 DJ4882.The horizontal coordinates were determined by differentially corrected
 DJ4882.hand held GPS observations or other comparable positioning techniques
 DJ4882.and have an estimated accuracy of +/- 3 meters.
 DJ4882
 DJ4882.The orthometric height was determined by differential leveling and
 DJ4882.adjusted by the WI DEPT OF TRANSP
 DJ4882.in May 2012.
 DJ4882
 DJ4882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4882.GEOID18 height accuracy estimate available here.
 DJ4882
 DJ4882.Click photographs - Photos may exist for this station.
 DJ4882
 DJ4882.The dynamic height is computed by dividing the NAVD 88
 DJ4882.geopotential number by the normal gravity value computed on the
 DJ4882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4882.degrees latitude (g = 980.6199 gals.).
 DJ4882
 DJ4882.The modeled gravity was interpolated from observed gravity values.
 DJ4882
 DJ4882;                    North         East    Units  Estimated Accuracy
 DJ4882;SPC WI C     -    81,943.1     632,380.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4882
 DJ4882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9416038458(NAD 83)
 DJ4882
 DJ4882                          SUPERSEDED SURVEY CONTROL
 DJ4882
 DJ4882  NAVD 88 (07/08/08)  334.530  (m)         1097.54   (f) SUPERSEDED  2 1
 DJ4882
 DJ4882.Superseded values are not recommended for survey control.
 DJ4882
 DJ4882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4882.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4882
 DJ4882_MARKER: DD = SURVEY DISK
 DJ4882_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4882_SP_SET: BRIDGE WINGWALL
 DJ4882_STAMPING: 5U06 2005
 DJ4882_MARK LOGO: WIDT
 DJ4882_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4882+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4882
 DJ4882  HISTORY     - Date     Condition        Report By
 DJ4882  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4882  HISTORY     - 20060602 GOOD             WIDT
 DJ4882  HISTORY     - 20101018 GOOD             WIDT
 DJ4882
 DJ4882                          STATION DESCRIPTION
 DJ4882
 DJ4882'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4882'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WEST (MAIN
 DJ4882'STREET) WITH BUSINESS HIGHWAY 51 (DIVISION STREET) IN THE CITY OF
 DJ4882'STEVENS POINT, GO NORTH ON BUSINESS HIGHWAY 51 (DIVISION STREET) FOR
 DJ4882'1.2 MI (1.9 KM) TO NORTHPOINT DRIVE, TURN LEFT AND GO WEST ON
 DJ4882'NORTHPOINT DRIVE FOR 0.5 MI (0.8 KM) TO NORTH SECOND DRIVE, TURN RIGHT
 DJ4882'AND GO NORTH ON NORTH SECOND DRIVE FOR 2.0 MI (3.2 KM) TO JORDAN ROAD
 DJ4882'ON THE RIGHT, CONTINUE NORTH ON NORTH SECOND DRIVE FOR 0.1 MI (0.2 KM)
 DJ4882'TO A BRIDGE OVER HAY MEADOW CREEK AND THE STATION ON THE LEFT.
 DJ4882'
 DJ4882'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4882'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHWEST
 DJ4882'WING WALL OF THE BRIDGE --B-49-65-84--, ABOUT LEVEL WITH THE ROAD
 DJ4882'PAVEMENT,
 DJ4882'
 DJ4882'6.6 M (21.7 FT) WEST OF THE CENTERLINE OF NORTH SECOND DRIVE.
 DJ4882'
 DJ4882'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4882
 DJ4882                          STATION RECOVERY (2010)
 DJ4882
 DJ4882'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4882'RECOVERED IN GOOD CONDITION.  BECAUSE OF THE REROUTING OF US HIGHWAY
 DJ4882'10, US HIGHWAY 10 IN THE 2006 DESCRIPTION IS NOW STATE HIGHWAY 66.
 DJ4882'AN ALTERNATIVE TO REACH FOLLOWS.  TO REACH THE STATION FROM THE
 DJ4882'JUNCTION OF INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 WITH CASIMER ROAD
 DJ4882'(EXIT 163) APPROXIMATELY 2 MILES NORTH OF THE CITY OF STEVENS POINT,
 DJ4882'GO EAST ON CASIMER ROAD FOR 0.3 MILE TO NORTH SECOND DRIVE, TURN RIGHT
 DJ4882'AND GO SOUTH ON NORTH SECOND DRIVE FOR 0.04 MILE TO A BRIDGE OVER HAY
 DJ4882'MEADOW CREEK AND THE STATION ON THE RIGHT.
 DJ4882'ADD---THE STATION IS 0.4 M SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4384 ***********************************************************************
 DJ4384  DESIGNATION -  5U07
 DJ4384  PID         -  DJ4384
 DJ4384  STATE/COUNTY-  WI/PORTAGE
 DJ4384  COUNTRY     -  US
 DJ4384  USGS QUAD   -  STEVENS POINT (2018)
 DJ4384
 DJ4384                         *CURRENT SURVEY CONTROL
 DJ4384  ______________________________________________________________________
 DJ4384* NAD 83(2011) POSITION- 44 35 53.83801(N) 089 36 30.60232(W)   ADJUSTED
 DJ4384* NAD 83(2011) ELLIP HT-   314.659 (meters)        (06/27/12)   ADJUSTED
 DJ4384* NAD 83(2011) EPOCH   -  2010.00
 DJ4384* NAVD 88 ORTHO HEIGHT -   350.349 (meters)     1149.44  (feet) ADJUSTED
 DJ4384  ______________________________________________________________________
 DJ4384  GEOID HEIGHT    -        -35.693 (meters)                     GEOID18
 DJ4384  NAD 83(2011) X  -     31,084.707 (meters)                     COMP
 DJ4384  NAD 83(2011) Y  - -4,549,164.020 (meters)                     COMP
 DJ4384  NAD 83(2011) Z  -  4,455,892.738 (meters)                     COMP
 DJ4384  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC18
 DJ4384  DYNAMIC HEIGHT  -        350.285 (meters)     1149.23  (feet) COMP
 DJ4384  MODELED GRAVITY -    980,427.3   (mgal)                       NAVD 88
 DJ4384
 DJ4384  VERT ORDER      -  SECOND    CLASS I
 DJ4384
 DJ4384  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4384  Standards:
 DJ4384         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4384            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4384  -------------------------------------------------------------------
 DJ4384  NETWORK    0.33   0.29           0.15   0.11   0.15      0.02432810
 DJ4384  -------------------------------------------------------------------
 DJ4384  Click here for local accuracies and other accuracy information.
 DJ4384
 DJ4384.The horizontal coordinates were established by GPS observations
 DJ4384.and adjusted by the National Geodetic Survey in June 2012.
 DJ4384
 DJ4384.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4384.been affixed to the stable North American tectonic plate. See 
 DJ4384.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4384
 DJ4384.The horizontal coordinates are valid at the epoch date displayed above
 DJ4384.which is a decimal equivalence of Year/Month/Day.
 DJ4384
 DJ4384.The orthometric height was determined by differential leveling and
 DJ4384.adjusted by the WI DEPT OF TRANSP
 DJ4384.in May 2012.
 DJ4384
 DJ4384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4384.GEOID18 height accuracy estimate available here.
 DJ4384
 DJ4384.Click photographs - Photos may exist for this station.
 DJ4384
 DJ4384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4384
 DJ4384.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4384
 DJ4384.The ellipsoidal height was determined by GPS observations
 DJ4384.and is referenced to NAD 83.
 DJ4384
 DJ4384.The dynamic height is computed by dividing the NAVD 88
 DJ4384.geopotential number by the normal gravity value computed on the
 DJ4384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4384.degrees latitude (g = 980.6199 gals.).
 DJ4384
 DJ4384.The modeled gravity was interpolated from observed gravity values.
 DJ4384
 DJ4384. The following values were computed from the NAD 83(2011) position.
 DJ4384
 DJ4384;                    North         East     Units Scale Factor Converg.
 DJ4384;SPC WI C     -    85,075.201   631,081.818   MT  0.99995240   +0 16 34.4
 DJ4384;SPC WI C     -   279,117.56  2,070,474.26   sFT  0.99995240   +0 16 34.4
 DJ4384;UTM  16      - 4,941,636.888   292,977.655   MT  1.00012707   -1 49 55.8
 DJ4384
 DJ4384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4384!SPC WI C     -   0.99995067  x   0.99995240  =   0.99990307
 DJ4384!UTM  16      -   0.99995067  x   1.00012707  =   1.00007773
 DJ4384
 DJ4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9297741636(NAD 83)
 DJ4384
 DJ4384                          SUPERSEDED SURVEY CONTROL
 DJ4384
 DJ4384  NAD 83(2007)-  44 35 53.83804(N)    089 36 30.60300(W) AD(2002.00) 1
 DJ4384  ELLIP H (07/29/08)  314.697  (m)                       GP(2002.00) 3 1
 DJ4384  NAVD 88             350.32   (m)         1149.3    (f) LEVELING    3  
 DJ4384  NAVD 88 (07/08/08)  350.324  (m)         1149.35   (f) SUPERSEDED  2 1
 DJ4384
 DJ4384.Superseded values are not recommended for survey control.
 DJ4384
 DJ4384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4384.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4384
 DJ4384_MARKER: DD = SURVEY DISK
 DJ4384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4384_STAMPING: 5U07 2005
 DJ4384_MARK LOGO: WIDT
 DJ4384_PROJECTION: FLUSH
 DJ4384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4384+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4384
 DJ4384  HISTORY     - Date     Condition        Report By
 DJ4384  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4384  HISTORY     - 20060908 GOOD             WIDT
 DJ4384  HISTORY     - 20101018 GOOD             WIDT
 DJ4384
 DJ4384                          STATION DESCRIPTION
 DJ4384
 DJ4384'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4384'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DJ4384'HIGHWAY 51 WITH COUNTY HIGHWAY X (EXIT 165) ABOUT 4 MI (6.4 KM) NORTH
 DJ4384'OF THE CITY OF STEVENS POINT, GO NORTHEAST ON COUNTY HIGHWAY X FOR 0.3
 DJ4384'MI (0.5 KM) TO NORTH SECOND DRIVE ON THE RIGHT AND SUNSET DRIVE AND
 DJ4384'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DJ4384'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DJ4384'OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 1.1 M
 DJ4384'(3.6 FT) DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DJ4384'HIGHWAY PAVEMENT.  THE STATION IS 34.5 M (113.2 FT) NORTHWEST OF THE
 DJ4384'CENTERLINE OF COUNTY HIGHWAY X, 35.2 M (115.5 FT) SOUTHWEST OF THE
 DJ4384'CENTERLINE OF SUNSET DRIVE, 27.5 M (90.2 FT) SOUTHWEST OF A WOOD POST
 DJ4384'FOR A --COUNTY X-- SIGN, 1.3 M (4.3 FT) EAST OF A WIRE MESH FENCE, AND
 DJ4384'1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC
 DJ4384'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4384'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DJ4384
 DJ4384                          STATION RECOVERY (2010)
 DJ4384
 DJ4384'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4384'RECOVERED IN GOOD CONDITION.  NOTE---BECAUSE OF THE REROUTING OF US
 DJ4384'HIGHWAY 10, INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 NO LONGER JUNCTION
 DJ4384'WITH COUNTY HIGHWAY X.
 DJ4384'A NEW TO REACH FOLLOWS.  TO REACH THE STATION FROM THE JUNCTION OF
 DJ4384'INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 WITH CASIMER ROAD (EXIT 163)
 DJ4384'APPROXIMATELY 2 MILES NORTH OF THE CITY OF STEVENS POINT, GO EAST ON
 DJ4384'CASIMER ROAD FOR 0.3 MILE TO NORTH SECOND DRIVE, TURN LEFT AND GO
 DJ4384'NORTH ON NORTH SECOND DRIVE FOR 2.2 MILES TO COUNTY HIGHWAY X, SUNSET
 DJ4384'DRIVE AHEAD, AND THE STATION AHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4382 ***********************************************************************
 DJ4382  DESIGNATION -  5U08
 DJ4382  PID         -  DJ4382
 DJ4382  STATE/COUNTY-  WI/PORTAGE
 DJ4382  COUNTRY     -  US
 DJ4382  USGS QUAD   -  DANCY (2018)
 DJ4382
 DJ4382                         *CURRENT SURVEY CONTROL
 DJ4382  ______________________________________________________________________
 DJ4382* NAD 83(1986) POSITION- 44 38 54.96   (N) 089 37 58.44   (W)   HD_HELD1
 DJ4382* NAVD 88 ORTHO HEIGHT -   346.472 (meters)     1136.72  (feet) ADJUSTED
 DJ4382  ______________________________________________________________________
 DJ4382  GEOID HEIGHT    -        -35.519 (meters)                     GEOID18
 DJ4382  DYNAMIC HEIGHT  -        346.410 (meters)     1136.51  (feet) COMP
 DJ4382  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 DJ4382
 DJ4382  VERT ORDER      -  SECOND    CLASS I
 DJ4382
 DJ4382.The horizontal coordinates were determined by differentially corrected
 DJ4382.hand held GPS observations or other comparable positioning techniques
 DJ4382.and have an estimated accuracy of +/- 3 meters.
 DJ4382
 DJ4382.The orthometric height was determined by differential leveling and
 DJ4382.adjusted by the WI DEPT OF TRANSP
 DJ4382.in May 2012.
 DJ4382
 DJ4382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4382.GEOID18 height accuracy estimate available here.
 DJ4382
 DJ4382.Click photographs - Photos may exist for this station.
 DJ4382
 DJ4382.The dynamic height is computed by dividing the NAVD 88
 DJ4382.geopotential number by the normal gravity value computed on the
 DJ4382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4382.degrees latitude (g = 980.6199 gals.).
 DJ4382
 DJ4382.The modeled gravity was interpolated from observed gravity values.
 DJ4382
 DJ4382;                    North         East    Units  Estimated Accuracy
 DJ4382;SPC WI C     -    90,656.7     629,119.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4382
 DJ4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9122147287(NAD 83)
 DJ4382
 DJ4382                          SUPERSEDED SURVEY CONTROL
 DJ4382
 DJ4382  NAVD 88 (07/08/08)  346.448  (m)         1136.64   (f) SUPERSEDED  2 1
 DJ4382
 DJ4382.Superseded values are not recommended for survey control.
 DJ4382
 DJ4382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4382.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4382
 DJ4382_MARKER: DD = SURVEY DISK
 DJ4382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4382_STAMPING: 5U08 2005
 DJ4382_MARK LOGO: WIDT
 DJ4382_PROJECTION: PROJECTING 10 CENTIMETERS
 DJ4382_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4382+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4382
 DJ4382  HISTORY     - Date     Condition        Report By
 DJ4382  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4382  HISTORY     - 20060606 GOOD             WIDT
 DJ4382  HISTORY     - 20101018 GOOD             WIDT
 DJ4382
 DJ4382                          STATION DESCRIPTION
 DJ4382
 DJ4382'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4382'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DJ4382'HIGHWAY 51 WITH COUNTY HIGHWAY DB (EXIT 171) ABOUT 9 MI (14.5 KM)
 DJ4382'SOUTH OF THE CITY OF MOSINEE, GO EAST ON COUNTY HIGHWAY DB FOR 0.5 MI
 DJ4382'(0.8 KM) TO SUNSET DRIVE, TURN RIGHT AND GO SOUTH ON SUNSET DRIVE FOR
 DJ4382'1.55 MI (2.5 KM) TO QUARTZ LANE ON THE RIGHT, CONTINUE SOUTH ON SUNSET
 DJ4382'DRIVE FOR 0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 DJ4382'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4382'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4382'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M
 DJ4382'(3.3 FT) ABOVE THE ROAD PAVEMENT.  THE STATION IS 17.3 M (56.8 FT)
 DJ4382'EAST OF THE CENTERLINE OF SUNSET DRIVE, 114 M (374.0 FT) NORTHEAST OF
 DJ4382'A PRIVATE ENTRANCE --3758N--, 1.2 M (3.9 FT) WEST OF A BARBED WIRE
 DJ4382'FENCE, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE
 DJ4382'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4382'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4382
 DJ4382                          STATION RECOVERY (2010)
 DJ4382
 DJ4382'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4381 ***********************************************************************
 DJ4381  DESIGNATION -  5U10
 DJ4381  PID         -  DJ4381
 DJ4381  STATE/COUNTY-  WI/PORTAGE
 DJ4381  COUNTRY     -  US
 DJ4381  USGS QUAD   -  DANCY (2018)
 DJ4381
 DJ4381                         *CURRENT SURVEY CONTROL
 DJ4381  ______________________________________________________________________
 DJ4381* NAD 83(1986) POSITION- 44 41 00.11   (N) 089 39 14.84   (W)   HD_HELD1
 DJ4381* NAVD 88 ORTHO HEIGHT -   343.225 (meters)     1126.06  (feet) ADJUSTED
 DJ4381  ______________________________________________________________________
 DJ4381  GEOID HEIGHT    -        -35.390 (meters)                     GEOID18
 DJ4381  DYNAMIC HEIGHT  -        343.163 (meters)     1125.86  (feet) COMP
 DJ4381  MODELED GRAVITY -    980,430.3   (mgal)                       NAVD 88
 DJ4381
 DJ4381  VERT ORDER      -  SECOND    CLASS I
 DJ4381
 DJ4381.The horizontal coordinates were determined by differentially corrected
 DJ4381.hand held GPS observations or other comparable positioning techniques
 DJ4381.and have an estimated accuracy of +/- 3 meters.
 DJ4381
 DJ4381.The orthometric height was determined by differential leveling and
 DJ4381.adjusted by the WI DEPT OF TRANSP
 DJ4381.in May 2012.
 DJ4381
 DJ4381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4381.GEOID18 height accuracy estimate available here.
 DJ4381
 DJ4381.Click photographs - Photos may exist for this station.
 DJ4381
 DJ4381.The dynamic height is computed by dividing the NAVD 88
 DJ4381.geopotential number by the normal gravity value computed on the
 DJ4381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4381.degrees latitude (g = 980.6199 gals.).
 DJ4381
 DJ4381.The modeled gravity was interpolated from observed gravity values.
 DJ4381
 DJ4381;                    North         East    Units  Estimated Accuracy
 DJ4381;SPC WI C     -    94,512.2     627,419.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4381
 DJ4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8966451204(NAD 83)
 DJ4381
 DJ4381                          SUPERSEDED SURVEY CONTROL
 DJ4381
 DJ4381  NAVD 88 (07/08/08)  343.202  (m)         1125.99   (f) SUPERSEDED  2 1
 DJ4381
 DJ4381.Superseded values are not recommended for survey control.
 DJ4381
 DJ4381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4381.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4381
 DJ4381_MARKER: DD = SURVEY DISK
 DJ4381_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4381_SP_SET: BRIDGE ABUTMENT
 DJ4381_STAMPING: 5U10 2005
 DJ4381_MARK LOGO: WIDT
 DJ4381_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4381+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2010
 DJ4381
 DJ4381  HISTORY     - Date     Condition        Report By
 DJ4381  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4381  HISTORY     - 20060425 GOOD             WIDT
 DJ4381  HISTORY     - 20101018 GOOD             WIDT
 DJ4381
 DJ4381                          STATION DESCRIPTION
 DJ4381
 DJ4381'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4381'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DJ4381'HIGHWAY 51 WITH COUNTY HIGHWAY DB (EXIT 171) ABOUT 9 MI (14.5 KM)
 DJ4381'SOUTH OF THE CITY OF MOSINEE, GO NORTHWEST ON COUNTY HIGHWAY DB FOR
 DJ4381'0.8 MI (1.3 KM) TO THE BRIDGE OVER LAKE DU BAY AND THE STATION ON THE
 DJ4381'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4381'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DJ4381'THE SOUTH ABUTMENT OF THE BRIDGE --B49-740-98--, ABOUT LEVEL WITH THE
 DJ4381'HIGHWAY PAVEMENT.  THE STATION IS 5.9 M (19.4 FT) NORTHWEST OF THE
 DJ4381'CENTERLINE COUNTY HIGHWAY DB AND 16.8 M (55.1 FT) NORTHWEST OF A WOOD
 DJ4381'POST FOR A --FISHING FROM BRIDGE PROHIBITED-- SIGN.  ---NOTE---THIS
 DJ4381'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4381'ABOVE THE HORIZON.
 DJ4381
 DJ4381                          STATION RECOVERY (2010)
 DJ4381
 DJ4381'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4381'RECOVERED IN GOOD CONDITION.  ADD--- THE STATION IS SET IN THE TOP OF
 DJ4381'THE SOUTHEAST WING WALL, 5.9 M NORTHEAST (NOT NORTHWEST) OF THE
 DJ4381'CENTERLINE OF COUNTY HIGHWAY DB, AND 0.4 M NORTHWEST OF A WHITE
 DJ4381'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4880 ***********************************************************************
 DJ4880  DESIGNATION -  5U11
 DJ4880  PID         -  DJ4880
 DJ4880  STATE/COUNTY-  WI/MARATHON
 DJ4880  COUNTRY     -  US
 DJ4880  USGS QUAD   -  DANCY (2018)
 DJ4880
 DJ4880                         *CURRENT SURVEY CONTROL
 DJ4880  ______________________________________________________________________
 DJ4880* NAD 83(1986) POSITION- 44 42 23.26   (N) 089 40 27.62   (W)   HD_HELD1
 DJ4880* NAVD 88 ORTHO HEIGHT -   342.976 (meters)     1125.25  (feet) ADJUSTED
 DJ4880  ______________________________________________________________________
 DJ4880  GEOID HEIGHT    -        -35.288 (meters)                     GEOID18
 DJ4880  DYNAMIC HEIGHT  -        342.915 (meters)     1125.05  (feet) COMP
 DJ4880  MODELED GRAVITY -    980,431.5   (mgal)                       NAVD 88
 DJ4880
 DJ4880  VERT ORDER      -  SECOND    CLASS I
 DJ4880
 DJ4880.The horizontal coordinates were determined by differentially corrected
 DJ4880.hand held GPS observations or other comparable positioning techniques
 DJ4880.and have an estimated accuracy of +/- 3 meters.
 DJ4880
 DJ4880.The orthometric height was determined by differential leveling and
 DJ4880.adjusted by the WI DEPT OF TRANSP
 DJ4880.in May 2012.
 DJ4880
 DJ4880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4880.GEOID18 height accuracy estimate available here.
 DJ4880
 DJ4880.Click photographs - Photos may exist for this station.
 DJ4880
 DJ4880.The dynamic height is computed by dividing the NAVD 88
 DJ4880.geopotential number by the normal gravity value computed on the
 DJ4880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4880.degrees latitude (g = 980.6199 gals.).
 DJ4880
 DJ4880.The modeled gravity was interpolated from observed gravity values.
 DJ4880
 DJ4880;                    North         East    Units  Estimated Accuracy
 DJ4880;SPC WI C     -    97,072.1     625,806.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4880
 DJ4880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8814653822(NAD 83)
 DJ4880
 DJ4880                          SUPERSEDED SURVEY CONTROL
 DJ4880
 DJ4880  NAVD 88 (07/08/08)  342.954  (m)         1125.17   (f) SUPERSEDED  2 1
 DJ4880
 DJ4880.Superseded values are not recommended for survey control.
 DJ4880
 DJ4880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4880.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4880
 DJ4880_MARKER: DD = SURVEY DISK
 DJ4880_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4880_SP_SET: BRIDGE ABUTMENT
 DJ4880_STAMPING: 5U11 2005
 DJ4880_MARK LOGO: WIDT
 DJ4880_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4880+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2011
 DJ4880
 DJ4880  HISTORY     - Date     Condition        Report By
 DJ4880  HISTORY     - 2006     MONUMENTED       WIDT
 DJ4880  HISTORY     - 20060606 GOOD             WIDT
 DJ4880  HISTORY     - 20110614 GOOD             WIDT
 DJ4880
 DJ4880                          STATION DESCRIPTION
 DJ4880
 DJ4880'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4880'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY DB WITH
 DJ4880'COUNTY HIGHWAY C JUST SOUTH OF THE COMMUNITY OF KNOWLTON, GO SOUTH ON
 DJ4880'COUNTY HIGHWAY DB FOR 0.55 MI (0.9 KM) TO A BRIDGE OVER LAKE DUBAY AND
 DJ4880'THE STATION ON THE LEFT.
 DJ4880'
 DJ4880'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4880'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DJ4880'THE SOUTH ABUTMENT OF THE BRIDGE --B-37-741--, ABOUT LEVEL WITH THE
 DJ4880'HIGHWAY PAVEMENT,
 DJ4880'
 DJ4880'5.5 M (18.0 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY DB.
 DJ4880'
 DJ4880'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4880'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4880
 DJ4880                          STATION RECOVERY (2011)
 DJ4880
 DJ4880'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4880'MONUMENT IS 0.3 M (1 FT) NORTH OF A WITNESS PLAQUE SET ON A TREATED
 DJ4880'WOOD GUARDRAIL POST.
 DJ4880'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4380 ***********************************************************************
 DJ4380  DESIGNATION -  5U12
 DJ4380  PID         -  DJ4380
 DJ4380  STATE/COUNTY-  WI/MARATHON
 DJ4380  COUNTRY     -  US
 DJ4380  USGS QUAD   -  DANCY (2018)
 DJ4380
 DJ4380                         *CURRENT SURVEY CONTROL
 DJ4380  ______________________________________________________________________
 DJ4380* NAD 83(1986) POSITION- 44 43 44.4    (N) 089 40 42.8    (W)   HD_HELD2
 DJ4380* NAVD 88 ORTHO HEIGHT -   347.652 (meters)     1140.59  (feet) ADJUSTED
 DJ4380  ______________________________________________________________________
 DJ4380  GEOID HEIGHT    -        -35.221 (meters)                     GEOID18
 DJ4380  DYNAMIC HEIGHT  -        347.591 (meters)     1140.39  (feet) COMP
 DJ4380  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 DJ4380
 DJ4380  VERT ORDER      -  SECOND    CLASS I
 DJ4380
 DJ4380.The horizontal coordinates were established by autonomous hand held GPS
 DJ4380.observations and have an estimated accuracy of +/- 10 meters.
 DJ4380
 DJ4380.The orthometric height was determined by differential leveling and
 DJ4380.adjusted by the WI DEPT OF TRANSP
 DJ4380.in May 2012.
 DJ4380
 DJ4380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4380.GEOID18 height accuracy estimate available here.
 DJ4380
 DJ4380.Click photographs - Photos may exist for this station.
 DJ4380
 DJ4380.The dynamic height is computed by dividing the NAVD 88
 DJ4380.geopotential number by the normal gravity value computed on the
 DJ4380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4380.degrees latitude (g = 980.6199 gals.).
 DJ4380
 DJ4380.The modeled gravity was interpolated from observed gravity values.
 DJ4380
 DJ4380;                    North         East    Units  Estimated Accuracy
 DJ4380;SPC WI C     -    99,575.      625,463.      MT  (+/- 10 meters HH2 GPS)
 DJ4380
 DJ4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8789556336(NAD 83)
 DJ4380
 DJ4380                          SUPERSEDED SURVEY CONTROL
 DJ4380
 DJ4380  NAVD 88 (07/08/08)  347.631  (m)         1140.52   (f) SUPERSEDED  2 1
 DJ4380
 DJ4380.Superseded values are not recommended for survey control.
 DJ4380
 DJ4380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4380.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4380
 DJ4380_MARKER: DD = SURVEY DISK
 DJ4380_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4380_SP_SET: BRIDGE COLUMN
 DJ4380_STAMPING: 5U12 2005
 DJ4380_MARK LOGO: WIDT
 DJ4380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4380+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2011
 DJ4380
 DJ4380  HISTORY     - Date     Condition        Report By
 DJ4380  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4380  HISTORY     - 20060607 GOOD             WIDT
 DJ4380  HISTORY     - 20110614 GOOD             WIDT
 DJ4380
 DJ4380                          STATION DESCRIPTION
 DJ4380
 DJ4380'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4380'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DJ4380'HIGHWAY 51 WITH STATE HIGHWAY 34 (EXIT 175) ABOUT 4 MI (6.4 KM) SOUTH
 DJ4380'OF THE CITY OF MOSINEE.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DJ4380'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY
 DJ4380'IN THE EAST FACE OF THE SOUTHERNMOST COLUMN SUPPORT OF THE BRIDGE.
 DJ4380'THE STATION IS 16.7 M (54.8 FT) SOUTHWEST OF THE CENTERLINE OF
 DJ4380'NORTHBOUND INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 AND ABOUT 0.5 M
 DJ4380'(1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  ---NOTE---THIS STATION IS SET
 DJ4380'VERTICALLY AND NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4380
 DJ4380                          STATION RECOVERY (2011)
 DJ4380
 DJ4380'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4380'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4879 ***********************************************************************
 DJ4879  DESIGNATION -  5U13
 DJ4879  PID         -  DJ4879
 DJ4879  STATE/COUNTY-  WI/MARATHON
 DJ4879  COUNTRY     -  US
 DJ4879  USGS QUAD   -  DANCY (2018)
 DJ4879
 DJ4879                         *CURRENT SURVEY CONTROL
 DJ4879  ______________________________________________________________________
 DJ4879* NAD 83(1986) POSITION- 44 44 34.3    (N) 089 40 47.3    (W)   HD_HELD2
 DJ4879* NAVD 88 ORTHO HEIGHT -   354.436 (meters)     1162.85  (feet) ADJUSTED
 DJ4879  ______________________________________________________________________
 DJ4879  GEOID HEIGHT    -        -35.181 (meters)                     GEOID18
 DJ4879  DYNAMIC HEIGHT  -        354.374 (meters)     1162.64  (feet) COMP
 DJ4879  MODELED GRAVITY -    980,434.0   (mgal)                       NAVD 88
 DJ4879
 DJ4879  VERT ORDER      -  SECOND    CLASS I
 DJ4879
 DJ4879.The horizontal coordinates were established by autonomous hand held GPS
 DJ4879.observations and have an estimated accuracy of +/- 10 meters.
 DJ4879
 DJ4879.The orthometric height was determined by differential leveling and
 DJ4879.adjusted by the WI DEPT OF TRANSP
 DJ4879.in May 2012.
 DJ4879
 DJ4879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4879.GEOID18 height accuracy estimate available here.
 DJ4879
 DJ4879.Click photographs - Photos may exist for this station.
 DJ4879
 DJ4879.The dynamic height is computed by dividing the NAVD 88
 DJ4879.geopotential number by the normal gravity value computed on the
 DJ4879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4879.degrees latitude (g = 980.6199 gals.).
 DJ4879
 DJ4879.The modeled gravity was interpolated from observed gravity values.
 DJ4879
 DJ4879;                    North         East    Units  Estimated Accuracy
 DJ4879;SPC WI C     -   101,115.      625,357.      MT  (+/- 10 meters HH2 GPS)
 DJ4879
 DJ4879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8784657879(NAD 83)
 DJ4879
 DJ4879                          SUPERSEDED SURVEY CONTROL
 DJ4879
 DJ4879  NAVD 88 (07/08/08)  354.414  (m)         1162.77   (f) SUPERSEDED  2 1
 DJ4879
 DJ4879.Superseded values are not recommended for survey control.
 DJ4879
 DJ4879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4879.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4879
 DJ4879_MARKER: DD = SURVEY DISK
 DJ4879_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4879_SP_SET: BRIDGE COLUMN
 DJ4879_STAMPING: 5U13 2005
 DJ4879_MARK LOGO: WIDT
 DJ4879_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4879+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 DJ4879
 DJ4879  HISTORY     - Date     Condition        Report By
 DJ4879  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4879  HISTORY     - 20060608 GOOD             WIDT
 DJ4879
 DJ4879                          STATION DESCRIPTION
 DJ4879
 DJ4879'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4879'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DJ4879'HIGHWAY 51 WITH STATE HIGHWAY 34 (EXIT 175) ABOUT 4 MI (6.4 KM) SOUTH
 DJ4879'OF THE CITY OF MOSINEE, GO NORTH ON INTERSTATE HIGHWAY 39 AND US
 DJ4879'HIGHWAY 51 FOR 0.95 MI (1.5 KM) TO THE LOCKER ROAD OVERPASS AND THE
 DJ4879'STATION ON THE LEFT.
 DJ4879'
 DJ4879'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4879'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE
 DJ4879'SOUTHERNMOST MEDIAN COLUMN SUPPORT OF THE LOCKER ROAD BRIDGE.
 DJ4879'
 DJ4879'THE STATION IS 17.1 M (56.1 FT) WEST OF THE CENTERLINE OF NORTHBOUND
 DJ4879'INTERSTATE HIGHWAY 39 AND US HIGHWAY 51, AND ABOUT 0.5 M (1.6 FT)
 DJ4879'ABOVE THE HIGHWAY PAVEMENT.
 DJ4879'
 DJ4879'---NOTE---THIS STATION IS SET VERTICALLY AND NOT SUITABLE FOR GPS
 DJ4879'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4878 ***********************************************************************
 DJ4878  DESIGNATION -  5U46
 DJ4878  PID         -  DJ4878
 DJ4878  STATE/COUNTY-  WI/MARATHON
 DJ4878  COUNTRY     -  US
 DJ4878  USGS QUAD   -  MOSINEE (2018)
 DJ4878
 DJ4878                         *CURRENT SURVEY CONTROL
 DJ4878  ______________________________________________________________________
 DJ4878* NAD 83(1986) POSITION- 44 47 10.2    (N) 089 40 48.5    (W)   HD_HELD2
 DJ4878* NAVD 88 ORTHO HEIGHT -   382.899 (meters)     1256.23  (feet) ADJUSTED
 DJ4878  ______________________________________________________________________
 DJ4878  GEOID HEIGHT    -        -35.067 (meters)                     GEOID18
 DJ4878  DYNAMIC HEIGHT  -        382.834 (meters)     1256.01  (feet) COMP
 DJ4878  MODELED GRAVITY -    980,438.1   (mgal)                       NAVD 88
 DJ4878
 DJ4878  VERT ORDER      -  SECOND    CLASS I
 DJ4878
 DJ4878.The horizontal coordinates were established by autonomous hand held GPS
 DJ4878.observations and have an estimated accuracy of +/- 10 meters.
 DJ4878
 DJ4878.The orthometric height was determined by differential leveling and
 DJ4878.adjusted by the WI DEPT OF TRANSP
 DJ4878.in May 2012.
 DJ4878
 DJ4878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4878.GEOID18 height accuracy estimate available here.
 DJ4878
 DJ4878.Click photographs - Photos may exist for this station.
 DJ4878
 DJ4878.The dynamic height is computed by dividing the NAVD 88
 DJ4878.geopotential number by the normal gravity value computed on the
 DJ4878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4878.degrees latitude (g = 980.6199 gals.).
 DJ4878
 DJ4878.The modeled gravity was interpolated from observed gravity values.
 DJ4878
 DJ4878;                    North         East    Units  Estimated Accuracy
 DJ4878;SPC WI C     -   105,927.      625,312.      MT  (+/- 10 meters HH2 GPS)
 DJ4878
 DJ4878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8797962691(NAD 83)
 DJ4878
 DJ4878                          SUPERSEDED SURVEY CONTROL
 DJ4878
 DJ4878  NAVD 88 (07/08/08)  382.877  (m)         1256.16   (f) SUPERSEDED  2 1
 DJ4878
 DJ4878.Superseded values are not recommended for survey control.
 DJ4878
 DJ4878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4878.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4878
 DJ4878_MARKER: DD = SURVEY DISK
 DJ4878_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4878_SP_SET: BRIDGE COLUMN
 DJ4878_STAMPING: 5U46 2005
 DJ4878_MARK LOGO: WIDT
 DJ4878_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4878+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2011
 DJ4878
 DJ4878  HISTORY     - Date     Condition        Report By
 DJ4878  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4878  HISTORY     - 20060615 GOOD             WIDT
 DJ4878  HISTORY     - 20110620 GOOD             WIDT
 DJ4878
 DJ4878                          STATION DESCRIPTION
 DJ4878
 DJ4878'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4878'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DJ4878'HIGHWAY 51 WITH STATE HIGHWAY 153 (EXIT 179) JUST EAST OF THE CITY OF
 DJ4878'MOSINEE.
 DJ4878'
 DJ4878'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4878'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE EAST FACE
 DJ4878'OF THE EASTERNMOST MEDIAN COLUMN SUPPORT OF THE INTERSTATE HIGHWAY 39
 DJ4878'AND US HIGHWAY 51 BRIDGE, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4878'
 DJ4878'THE STATION IS 7.1 M (23.3 FT) NORTH OF THE CENTERLINE OF EASTBOUND
 DJ4878'STATE HIGHWAY 153, 24.6 M (80.7 FT) WEST OF A TRAFFIC CONTROL SIGNAL
 DJ4878'AND 2.5 M (8.2 FT) NORTH AND SOUTH OF A METAL MEDIAN GUARD RAIL.
 DJ4878'
 DJ4878'---NOTE---THIS STATION IS SET VERTICALLY AND NOT SUITABLE FOR GPS
 DJ4878'OBSERVATIONS.
 DJ4878
 DJ4878                          STATION RECOVERY (2011)
 DJ4878
 DJ4878'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4878'MONUMENT IS 2 M (6.5 FT) NORTH OF A WITNESS PLAQUE SET ON A TREATED
 DJ4878'WOOD GUARDRAIL POST.
 DJ4878'
 DJ4878'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4679 ***********************************************************************
 DJ4679  DESIGNATION -  5U49
 DJ4679  PID         -  DJ4679
 DJ4679  STATE/COUNTY-  WI/MARATHON
 DJ4679  COUNTRY     -  US
 DJ4679  USGS QUAD   -  WAUSAU EAST (2018)
 DJ4679
 DJ4679                         *CURRENT SURVEY CONTROL
 DJ4679  ______________________________________________________________________
 DJ4679* NAD 83(1986) POSITION- 44 53 46.2    (N) 089 36 55.5    (W)   HD_HELD2
 DJ4679* NAVD 88 ORTHO HEIGHT -   360.328 (meters)     1182.18  (feet) ADJUSTED
 DJ4679  ______________________________________________________________________
 DJ4679  GEOID HEIGHT    -        -34.825 (meters)                     GEOID18
 DJ4679  DYNAMIC HEIGHT  -        360.274 (meters)     1182.00  (feet) COMP
 DJ4679  MODELED GRAVITY -    980,459.2   (mgal)                       NAVD 88
 DJ4679
 DJ4679  VERT ORDER      -  SECOND    CLASS I
 DJ4679
 DJ4679.The horizontal coordinates were established by autonomous hand held GPS
 DJ4679.observations and have an estimated accuracy of +/- 10 meters.
 DJ4679
 DJ4679.The orthometric height was determined by differential leveling and
 DJ4679.adjusted by the WI DEPT OF TRANSP
 DJ4679.in May 2012.
 DJ4679
 DJ4679.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4679.GEOID18 height accuracy estimate available here.
 DJ4679
 DJ4679.Click photographs - Photos may exist for this station.
 DJ4679
 DJ4679.The dynamic height is computed by dividing the NAVD 88
 DJ4679.geopotential number by the normal gravity value computed on the
 DJ4679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4679.degrees latitude (g = 980.6199 gals.).
 DJ4679
 DJ4679.The modeled gravity was interpolated from observed gravity values.
 DJ4679
 DJ4679;                    North         East    Units  Estimated Accuracy
 DJ4679;SPC WI C     -   118,173.      630,376.      MT  (+/- 10 meters HH2 GPS)
 DJ4679
 DJ4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9349274743(NAD 83)
 DJ4679
 DJ4679                          SUPERSEDED SURVEY CONTROL
 DJ4679
 DJ4679  NAVD 88 (07/08/08)  360.307  (m)         1182.11   (f) SUPERSEDED  2 1
 DJ4679
 DJ4679.Superseded values are not recommended for survey control.
 DJ4679
 DJ4679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4679.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4679
 DJ4679_MARKER: DD = SURVEY DISK
 DJ4679_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4679_SP_SET: BRIDGE COLUMN
 DJ4679_STAMPING: 5U49 2005
 DJ4679_MARK LOGO: WIDT
 DJ4679_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4679+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2011
 DJ4679
 DJ4679  HISTORY     - Date     Condition        Report By
 DJ4679  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4679  HISTORY     - 20060615 GOOD             WIDT
 DJ4679  HISTORY     - 20110613 GOOD             WIDT
 DJ4679
 DJ4679                          STATION DESCRIPTION
 DJ4679
 DJ4679'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4679'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 29 WITH
 DJ4679'BUSINESS HIGHWAY 51 (EXIT 171) IN THE VILLAGE OF ROTHSCHILD.  THE
 DJ4679'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4679'SURVEY CONTROL STATION DISK SET VERTICALLY IN THE EAST FACE OF THE
 DJ4679'CENTER COLUMN SUPPORT OF THE EASTBOUND STATE HIGHWAY 29 BRIDGE,
 DJ4679'LOCATED IN THE MEDIAN OF SOUTHBOUND BUSINESS HIGHWAY 51 (GRAND AVENUE)
 DJ4679'ABOUT 0.5 M (1.6 FT) ABOVE THE BUSINESS HIGHWAY 51 PAVEMENT.
 DJ4679'---NOTE---THIS STATION IS SET VERTICALLY AND NOT SUITABLE FOR GPS
 DJ4679'OBSERVATIONS.
 DJ4679
 DJ4679                          STATION RECOVERY (2011)
 DJ4679
 DJ4679'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4679'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4370 ***********************************************************************
 DJ4370  DESIGNATION -  5V01
 DJ4370  PID         -  DJ4370
 DJ4370  STATE/COUNTY-  WI/PORTAGE
 DJ4370  COUNTRY     -  US
 DJ4370  USGS QUAD   -  NEW HOPE (2018)
 DJ4370
 DJ4370                         *CURRENT SURVEY CONTROL
 DJ4370  ______________________________________________________________________
 DJ4370* NAD 83(1986) POSITION- 44 30 24.67   (N) 089 17 40.18   (W)   HD_HELD1
 DJ4370* NAVD 88 ORTHO HEIGHT -   337.971 (meters)     1108.83  (feet) ADJUSTED
 DJ4370  ______________________________________________________________________
 DJ4370  GEOID HEIGHT    -        -36.158 (meters)                     GEOID18
 DJ4370  DYNAMIC HEIGHT  -        337.909 (meters)     1108.62  (feet) COMP
 DJ4370  MODELED GRAVITY -    980,423.5   (mgal)                       NAVD 88
 DJ4370
 DJ4370  VERT ORDER      -  SECOND    CLASS I
 DJ4370
 DJ4370.The horizontal coordinates were determined by differentially corrected
 DJ4370.hand held GPS observations or other comparable positioning techniques
 DJ4370.and have an estimated accuracy of +/- 3 meters.
 DJ4370
 DJ4370.The orthometric height was determined by differential leveling and
 DJ4370.adjusted by the WI DEPT OF TRANSP
 DJ4370.in May 2012.
 DJ4370
 DJ4370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4370.GEOID18 height accuracy estimate available here.
 DJ4370
 DJ4370.Click photographs - Photos may exist for this station.
 DJ4370
 DJ4370.The dynamic height is computed by dividing the NAVD 88
 DJ4370.geopotential number by the normal gravity value computed on the
 DJ4370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4370.degrees latitude (g = 980.6199 gals.).
 DJ4370
 DJ4370.The modeled gravity was interpolated from observed gravity values.
 DJ4370
 DJ4370;                    North         East    Units  Estimated Accuracy
 DJ4370;SPC WI C     -    75,083.8     656,099.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4370
 DJ4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1761330731(NAD 83)
 DJ4370
 DJ4370                          SUPERSEDED SURVEY CONTROL
 DJ4370
 DJ4370  NAVD 88 (07/08/08)  337.947  (m)         1108.75   (f) SUPERSEDED  2 1
 DJ4370
 DJ4370.Superseded values are not recommended for survey control.
 DJ4370
 DJ4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4370.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4370
 DJ4370_MARKER: DD = SURVEY DISK
 DJ4370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4370_STAMPING: 5V01 2005
 DJ4370_MARK LOGO: WIDT
 DJ4370_PROJECTION: FLUSH
 DJ4370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4370+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DJ4370
 DJ4370  HISTORY     - Date     Condition        Report By
 DJ4370  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4370  HISTORY     - 20060518 GOOD             WIDT
 DJ4370  HISTORY     - 20101019 GOOD             WIDT
 DJ4370
 DJ4370                          STATION DESCRIPTION
 DJ4370
 DJ4370'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4370'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 161 WITH
 DJ4370'COUNTY HIGHWAY A NORTH ABOUT 1 MI (1.6 KM) NORTHEAST OF THE VILLAGE OF
 DJ4370'NELSONVILLE, GO NORTH ON COUNTY HIGHWAY A FOR 0.2 MI (0.3 KM) TO
 DJ4370'LOECHER ROAD ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS
 DJ4370'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4370'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4370'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DJ4370'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.7 M (35.1 FT) WEST
 DJ4370'OF THE CENTERLINE OF COUNTY HIGHWAY A, 9.2 M (30.2 FT) NORTH OF THE
 DJ4370'CENTERLINE OF LOECHER ROAD, 11.6 M (38.1 FT) SOUTHWEST OF A WOODEN
 DJ4370'POST FOR A --STOP AHEAD-- SIGN, 2.3 M (7.5 FT) NORTHEAST OF A
 DJ4370'TELEPHONE PEDESTAL --NEL AGA 2--, AND 1.0 M (3.3 FT) WEST, NORTHEAST,
 DJ4370'AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DJ4370'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4370'HORIZON.
 DJ4370
 DJ4370                          STATION RECOVERY (2010)
 DJ4370
 DJ4370'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4371 ***********************************************************************
 DJ4371  DESIGNATION -  5V02
 DJ4371  PID         -  DJ4371
 DJ4371  STATE/COUNTY-  WI/PORTAGE
 DJ4371  COUNTRY     -  US
 DJ4371  USGS QUAD   -  NEW HOPE (2018)
 DJ4371
 DJ4371                         *CURRENT SURVEY CONTROL
 DJ4371  ______________________________________________________________________
 DJ4371* NAD 83(1986) POSITION- 44 32 19.89   (N) 089 17 39.59   (W)   HD_HELD1
 DJ4371* NAVD 88 ORTHO HEIGHT -   349.334 (meters)     1146.11  (feet) ADJUSTED
 DJ4371  ______________________________________________________________________
 DJ4371  GEOID HEIGHT    -        -36.151 (meters)                     GEOID18
 DJ4371  DYNAMIC HEIGHT  -        349.269 (meters)     1145.89  (feet) COMP
 DJ4371  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 DJ4371
 DJ4371  VERT ORDER      -  SECOND    CLASS I
 DJ4371
 DJ4371.The horizontal coordinates were determined by differentially corrected
 DJ4371.hand held GPS observations or other comparable positioning techniques
 DJ4371.and have an estimated accuracy of +/- 3 meters.
 DJ4371
 DJ4371.The orthometric height was determined by differential leveling and
 DJ4371.adjusted by the WI DEPT OF TRANSP
 DJ4371.in May 2012.
 DJ4371
 DJ4371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4371.GEOID18 height accuracy estimate available here.
 DJ4371
 DJ4371.Click photographs - Photos may exist for this station.
 DJ4371
 DJ4371.The dynamic height is computed by dividing the NAVD 88
 DJ4371.geopotential number by the normal gravity value computed on the
 DJ4371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4371.degrees latitude (g = 980.6199 gals.).
 DJ4371
 DJ4371.The modeled gravity was interpolated from observed gravity values.
 DJ4371
 DJ4371;                    North         East    Units  Estimated Accuracy
 DJ4371;SPC WI C     -    78,640.2     656,081.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4371
 DJ4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1772634285(NAD 83)
 DJ4371
 DJ4371                          SUPERSEDED SURVEY CONTROL
 DJ4371
 DJ4371  NAVD 88 (07/08/08)  349.310  (m)         1146.03   (f) SUPERSEDED  2 1
 DJ4371
 DJ4371.Superseded values are not recommended for survey control.
 DJ4371
 DJ4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4371.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4371
 DJ4371_MARKER: DD = SURVEY DISK
 DJ4371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4371_STAMPING: 5V02 2005
 DJ4371_MARK LOGO: WIDT
 DJ4371_PROJECTION: FLUSH
 DJ4371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4371+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DJ4371
 DJ4371  HISTORY     - Date     Condition        Report By
 DJ4371  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4371  HISTORY     - 20060517 GOOD             WIDT
 DJ4371  HISTORY     - 20101019 GOOD             WIDT
 DJ4371
 DJ4371                          STATION DESCRIPTION
 DJ4371
 DJ4371'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4371'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DJ4371'HIGHWAY MM ABOUT 2 MI (3.2 KM) NORTH OF THE VILLAGE OF NELSONVILLE, GO
 DJ4371'SOUTH ON COUNTY HIGHWAY A FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DJ4371'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4371'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4371'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4371'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4371'9.6 M (31.5 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY A, 61 M
 DJ4371'(200.1 FT) SOUTHWEST OF A WOOD POST FOR A --SUNSET LAKE PARK-- SIGN,
 DJ4371'38.9 MI (62.6 KM) SOUTH OF A WOOD POST FOR A --DEER NEXT 1 MI-- SIGN,
 DJ4371'2 M (6.6 FT) EAST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) WEST,
 DJ4371'NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4371'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4371'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4371
 DJ4371                          STATION RECOVERY (2010)
 DJ4371
 DJ4371'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4373 ***********************************************************************
 DJ4373  DESIGNATION -  5V03
 DJ4373  PID         -  DJ4373
 DJ4373  STATE/COUNTY-  WI/PORTAGE
 DJ4373  COUNTRY     -  US
 DJ4373  USGS QUAD   -  NEW HOPE (2018)
 DJ4373
 DJ4373                         *CURRENT SURVEY CONTROL
 DJ4373  ______________________________________________________________________
 DJ4373* NAD 83(1986) POSITION- 44 34 08.84   (N) 089 15 22.10   (W)   HD_HELD1
 DJ4373* NAVD 88 ORTHO HEIGHT -   355.243 (meters)     1165.49  (feet) ADJUSTED
 DJ4373  ______________________________________________________________________
 DJ4373  GEOID HEIGHT    -        -36.172 (meters)                     GEOID18
 DJ4373  DYNAMIC HEIGHT  -        355.178 (meters)     1165.28  (feet) COMP
 DJ4373  MODELED GRAVITY -    980,425.5   (mgal)                       NAVD 88
 DJ4373
 DJ4373  VERT ORDER      -  SECOND    CLASS I
 DJ4373
 DJ4373.The horizontal coordinates were determined by differentially corrected
 DJ4373.hand held GPS observations or other comparable positioning techniques
 DJ4373.and have an estimated accuracy of +/- 3 meters.
 DJ4373
 DJ4373.The orthometric height was determined by differential leveling and
 DJ4373.adjusted by the WI DEPT OF TRANSP
 DJ4373.in May 2012.
 DJ4373
 DJ4373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4373.GEOID18 height accuracy estimate available here.
 DJ4373
 DJ4373.Click photographs - Photos may exist for this station.
 DJ4373
 DJ4373.The dynamic height is computed by dividing the NAVD 88
 DJ4373.geopotential number by the normal gravity value computed on the
 DJ4373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4373.degrees latitude (g = 980.6199 gals.).
 DJ4373
 DJ4373.The modeled gravity was interpolated from observed gravity values.
 DJ4373
 DJ4373;                    North         East    Units  Estimated Accuracy
 DJ4373;SPC WI C     -    82,030.0     659,085.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4373
 DJ4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2085337563(NAD 83)
 DJ4373
 DJ4373                          SUPERSEDED SURVEY CONTROL
 DJ4373
 DJ4373  NAVD 88 (07/08/08)  355.219  (m)         1165.41   (f) SUPERSEDED  2 1
 DJ4373
 DJ4373.Superseded values are not recommended for survey control.
 DJ4373
 DJ4373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4373.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4373
 DJ4373_MARKER: DD = SURVEY DISK
 DJ4373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4373_STAMPING: 5V03 2005
 DJ4373_MARK LOGO: WIDT
 DJ4373_PROJECTION: FLUSH
 DJ4373_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4373+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DJ4373
 DJ4373  HISTORY     - Date     Condition        Report By
 DJ4373  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4373  HISTORY     - 20060517 GOOD             WIDT
 DJ4373  HISTORY     - 20101019 GOOD             WIDT
 DJ4373
 DJ4373                          STATION DESCRIPTION
 DJ4373
 DJ4373'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4373'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DJ4373'HIGHWAY Z TO THE EAST ABOUT 3 MI (4.8 KM) SOUTH OF THE VILLAGE OF
 DJ4373'ROSHOLT, GO EASTERLY ON COUNTY HIGHWAY Z FOR 2.3 MI (3.7 KM) TO THE
 DJ4373'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4373'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4373'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4373'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4373'IS 8.2 M (26.9 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY Z, 12 M
 DJ4373'(39.4 FT) WEST OF AN AGRICULTURAL FIELD, 11.3 M (37.1 FT) WEST OF A
 DJ4373'TELEPHONE PEDESTAL --PER C7F 11--, AND 1.0 M (3.3 FT) NORTH,
 DJ4373'SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4373'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4373'THAN 20 DEGREES ABOVE THE HORIZON ABOVE THE HORIZON.
 DJ4373
 DJ4373                          STATION RECOVERY (2010)
 DJ4373
 DJ4373'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4373'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS APPROXIMATELY 85 M
 DJ4373'WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --10586-- AND
 DJ4373'APPROXIMATELY 82 M EAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DJ4373'--10562--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4358 ***********************************************************************
 DJ4358  DESIGNATION -  5V04
 DJ4358  PID         -  DJ4358
 DJ4358  STATE/COUNTY-  WI/PORTAGE
 DJ4358  COUNTRY     -  US
 DJ4358  USGS QUAD   -  IOLA (2018)
 DJ4358
 DJ4358                         *CURRENT SURVEY CONTROL
 DJ4358  ______________________________________________________________________
 DJ4358* NAD 83(1986) POSITION- 44 36 59.87   (N) 089 14 00.30   (W)   HD_HELD1
 DJ4358* NAVD 88 ORTHO HEIGHT -   339.873 (meters)     1115.07  (feet) ADJUSTED
 DJ4358  ______________________________________________________________________
 DJ4358  GEOID HEIGHT    -        -36.160 (meters)                     GEOID18
 DJ4358  DYNAMIC HEIGHT  -        339.811 (meters)     1114.86  (feet) COMP
 DJ4358  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 DJ4358
 DJ4358  VERT ORDER      -  SECOND    CLASS I
 DJ4358
 DJ4358.The horizontal coordinates were determined by differentially corrected
 DJ4358.hand held GPS observations or other comparable positioning techniques
 DJ4358.and have an estimated accuracy of +/- 3 meters.
 DJ4358
 DJ4358.The orthometric height was determined by differential leveling and
 DJ4358.adjusted by the WI DEPT OF TRANSP
 DJ4358.in May 2012.
 DJ4358
 DJ4358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4358.GEOID18 height accuracy estimate available here.
 DJ4358
 DJ4358.Click photographs - Photos may exist for this station.
 DJ4358
 DJ4358.The dynamic height is computed by dividing the NAVD 88
 DJ4358.geopotential number by the normal gravity value computed on the
 DJ4358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4358.degrees latitude (g = 980.6199 gals.).
 DJ4358
 DJ4358.The modeled gravity was interpolated from observed gravity values.
 DJ4358
 DJ4358;                    North         East    Units  Estimated Accuracy
 DJ4358;SPC WI C     -    87,325.6     660,840.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4358
 DJ4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2280242790(NAD 83)
 DJ4358
 DJ4358                          SUPERSEDED SURVEY CONTROL
 DJ4358
 DJ4358  NAVD 88 (07/08/08)  339.849  (m)         1114.99   (f) SUPERSEDED  2 1
 DJ4358
 DJ4358.Superseded values are not recommended for survey control.
 DJ4358
 DJ4358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4358.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4358
 DJ4358_MARKER: DD = SURVEY DISK
 DJ4358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4358_STAMPING: 5V04 2005
 DJ4358_MARK LOGO: WIDT
 DJ4358_PROJECTION: FLUSH
 DJ4358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4358+STABILITY: SURFACE MOTION
 DJ4358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4358+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DJ4358
 DJ4358  HISTORY     - Date     Condition        Report By
 DJ4358  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4358  HISTORY     - 20060515 GOOD             WIDT
 DJ4358  HISTORY     - 20101019 GOOD             WIDT
 DJ4358
 DJ4358                          STATION DESCRIPTION
 DJ4358
 DJ4358'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4358'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 WITH COUNTY
 DJ4358'HIGHWAY C TO THE EAST AND KRANSKI ROAD TO THE WEST ABOUT 5 MI (8.0 KM)
 DJ4358'SOUTHEAST OF THE VILLAGE OF ROSHOLT, GO NORTH THEN WEST ON STATE
 DJ4358'HIGHWAY 49 FOR 1.45 MI (2.3 KM) TO A RIGHT CURVE IN THE HIGHWAY AND
 DJ4358'CEDAR ROAD ON THE LEFT, CURVE RIGHT AND CONTINUE NORTH ON STATE
 DJ4358'HIGHWAY 49 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4358'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4358'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4358'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4358'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M (34.1
 DJ4358'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 49, 46 M (150.9 FT) NORTH
 DJ4358'OF A PRIVATE ENTRANCE --110303--, 42.3 M (138.8 FT) SOUTHEAST OF A
 DJ4358'POWER POLE, 3 M (9.8 FT) WEST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3
 DJ4358'FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4358'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4358'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4358
 DJ4358                          STATION RECOVERY (2010)
 DJ4358
 DJ4358'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4357 ***********************************************************************
 DJ4357  DESIGNATION -  5V05
 DJ4357  PID         -  DJ4357
 DJ4357  STATE/COUNTY-  WI/PORTAGE
 DJ4357  COUNTRY     -  US
 DJ4357  USGS QUAD   -  ROSHOLT (2018)
 DJ4357
 DJ4357                         *CURRENT SURVEY CONTROL
 DJ4357  ______________________________________________________________________
 DJ4357* NAD 83(1986) POSITION- 44 39 23.91   (N) 089 15 53.07   (W)   HD_HELD1
 DJ4357* NAVD 88 ORTHO HEIGHT -   348.170 (meters)     1142.29  (feet) ADJUSTED
 DJ4357  ______________________________________________________________________
 DJ4357  GEOID HEIGHT    -        -36.084 (meters)                     GEOID18
 DJ4357  DYNAMIC HEIGHT  -        348.107 (meters)     1142.08  (feet) COMP
 DJ4357  MODELED GRAVITY -    980,426.1   (mgal)                       NAVD 88
 DJ4357
 DJ4357  VERT ORDER      -  SECOND    CLASS I
 DJ4357
 DJ4357.The horizontal coordinates were determined by differentially corrected
 DJ4357.hand held GPS observations or other comparable positioning techniques
 DJ4357.and have an estimated accuracy of +/- 3 meters.
 DJ4357
 DJ4357.The orthometric height was determined by differential leveling and
 DJ4357.adjusted by the WI DEPT OF TRANSP
 DJ4357.in May 2012.
 DJ4357
 DJ4357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4357.GEOID18 height accuracy estimate available here.
 DJ4357
 DJ4357.Click photographs - Photos may exist for this station.
 DJ4357
 DJ4357.The dynamic height is computed by dividing the NAVD 88
 DJ4357.geopotential number by the normal gravity value computed on the
 DJ4357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4357.degrees latitude (g = 980.6199 gals.).
 DJ4357
 DJ4357.The modeled gravity was interpolated from observed gravity values.
 DJ4357
 DJ4357;                    North         East    Units  Estimated Accuracy
 DJ4357;SPC WI C     -    91,748.4     658,314.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4357
 DJ4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2044047303(NAD 83)
 DJ4357
 DJ4357                          SUPERSEDED SURVEY CONTROL
 DJ4357
 DJ4357  NAVD 88 (07/08/08)  348.147  (m)         1142.21   (f) SUPERSEDED  2 1
 DJ4357
 DJ4357.Superseded values are not recommended for survey control.
 DJ4357
 DJ4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4357.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4357
 DJ4357_MARKER: DD = SURVEY DISK
 DJ4357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4357_STAMPING: 5V05 2005
 DJ4357_MARK LOGO: WIDT
 DJ4357_PROJECTION: FLUSH
 DJ4357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4357+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DJ4357
 DJ4357  HISTORY     - Date     Condition        Report By
 DJ4357  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4357  HISTORY     - 20060706 GOOD             WIDT
 DJ4357  HISTORY     - 20101019 GOOD             WIDT
 DJ4357
 DJ4357                          STATION DESCRIPTION
 DJ4357
 DJ4357'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 WITH STATE
 DJ4357'HIGHWAY 66 WEST ABOUT 2 MI (3.2 KM) EAST OF THE VILLAGE OF ROSHOLT, GO
 DJ4357'NORTHERLY ON STATE HIGHWAY 49 FOR 2.0 MI (3.2 KM) TO SAUMER ROAD AND
 DJ4357'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DJ4357'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DJ4357'OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.35 M DEEP), LOCATED
 DJ4357'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DJ4357'STATION IS 14.3 M (46.9 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4357'49, 15.0 M (49.2 FT) SOUTH OF THE CENTERLINE OF SAUMER ROAD, 9.7 M
 DJ4357'(31.8 FT) SOUTHWEST OF A WOOD POST FOR A --STOP-- SIGN, 3.3 M (10.8
 DJ4357'FT) NORTH OF A METAL POST FOR A --WARNING UNDERGROUND CABLE-- SIGN,
 DJ4357'AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC
 DJ4357'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4357'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO
 DJ4357'NORTHWEST OF THE STATION EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
 DJ4357
 DJ4357                          STATION RECOVERY (2010)
 DJ4357
 DJ4357'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4356 ***********************************************************************
 DJ4356  DESIGNATION -  5V06
 DJ4356  PID         -  DJ4356
 DJ4356  STATE/COUNTY-  WI/MARATHON
 DJ4356  COUNTRY     -  US
 DJ4356  USGS QUAD   -  ROSHOLT (2018)
 DJ4356
 DJ4356                         *CURRENT SURVEY CONTROL
 DJ4356  ______________________________________________________________________
 DJ4356* NAD 83(1986) POSITION- 44 41 06.7    (N) 089 15 46.2    (W)   HD_HELD2
 DJ4356* NAVD 88 ORTHO HEIGHT -   347.610 (meters)     1140.45  (feet) ADJUSTED
 DJ4356  ______________________________________________________________________
 DJ4356  GEOID HEIGHT    -        -36.047 (meters)                     GEOID18
 DJ4356  DYNAMIC HEIGHT  -        347.546 (meters)     1140.24  (feet) COMP
 DJ4356  MODELED GRAVITY -    980,427.1   (mgal)                       NAVD 88
 DJ4356
 DJ4356  VERT ORDER      -  SECOND    CLASS I
 DJ4356
 DJ4356.The horizontal coordinates were established by autonomous hand held GPS
 DJ4356.observations and have an estimated accuracy of +/- 10 meters.
 DJ4356
 DJ4356.The orthometric height was determined by differential leveling and
 DJ4356.adjusted by the WI DEPT OF TRANSP
 DJ4356.in May 2012.
 DJ4356
 DJ4356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4356.GEOID18 height accuracy estimate available here.
 DJ4356
 DJ4356.Click photographs - Photos may exist for this station.
 DJ4356
 DJ4356.The dynamic height is computed by dividing the NAVD 88
 DJ4356.geopotential number by the normal gravity value computed on the
 DJ4356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4356.degrees latitude (g = 980.6199 gals.).
 DJ4356
 DJ4356.The modeled gravity was interpolated from observed gravity values.
 DJ4356
 DJ4356;                    North         East    Units  Estimated Accuracy
 DJ4356;SPC WI C     -    94,922.      658,437.      MT  (+/- 10 meters HH2 GPS)
 DJ4356
 DJ4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2067950471(NAD 83)
 DJ4356
 DJ4356                          SUPERSEDED SURVEY CONTROL
 DJ4356
 DJ4356  NAVD 88 (07/08/08)  347.586  (m)         1140.37   (f) SUPERSEDED  2 1
 DJ4356
 DJ4356.Superseded values are not recommended for survey control.
 DJ4356
 DJ4356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4356.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4356
 DJ4356_MARKER: DD = SURVEY DISK
 DJ4356_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4356_SP_SET: BRIDGE ABUTMENT
 DJ4356_STAMPING: 5V06 2005
 DJ4356_MARK LOGO: WIDT
 DJ4356_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4356+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2011
 DJ4356
 DJ4356  HISTORY     - Date     Condition        Report By
 DJ4356  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4356  HISTORY     - 20060706 GOOD             WIDT
 DJ4356  HISTORY     - 20110526 GOOD             WIDT
 DJ4356
 DJ4356                          STATION DESCRIPTION
 DJ4356
 DJ4356'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4356'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 WITH COUNTY
 DJ4356'HIGHWAY C IN THE COMMUNITY OF GALLOWAY, GO SOUTH ON STATE HIGHWAY 49
 DJ4356'FOR 1.9 MI (3.1 KM) TO MOUNTAIN DRIVE ON THE LEFT, TURN LEFT AND GO
 DJ4356'EAST ON MOUNTAIN DRIVE FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER THE LITTLE
 DJ4356'WOLF RIVER AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4356'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4356'DISK SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE
 DJ4356'BRIDGE --B-37-252-91--, ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DJ4356'STATION IS 4.1 M (13.5 FT) SOUTH OF THE CENTERLINE OF MOUNTAIN DRIVE
 DJ4356'AND 0.4 M (1.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4356'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4356
 DJ4356                          STATION RECOVERY (2011)
 DJ4356
 DJ4356'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4356'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4872 ***********************************************************************
 DJ4872  DESIGNATION -  5V07
 DJ4872  PID         -  DJ4872
 DJ4872  STATE/COUNTY-  WI/MARATHON
 DJ4872  COUNTRY     -  US
 DJ4872  USGS QUAD   -  ROSHOLT (2018)
 DJ4872
 DJ4872                         *CURRENT SURVEY CONTROL
 DJ4872  ______________________________________________________________________
 DJ4872* NAD 83(1986) POSITION- 44 42 50.1    (N) 089 15 47.4    (W)   HD_HELD2
 DJ4872* NAVD 88 ORTHO HEIGHT -   357.249 (meters)     1172.07  (feet) ADJUSTED
 DJ4872  ______________________________________________________________________
 DJ4872  GEOID HEIGHT    -        -36.002 (meters)                     GEOID18
 DJ4872  DYNAMIC HEIGHT  -        357.185 (meters)     1171.86  (feet) COMP
 DJ4872  MODELED GRAVITY -    980,428.0   (mgal)                       NAVD 88
 DJ4872
 DJ4872  VERT ORDER      -  SECOND    CLASS I
 DJ4872
 DJ4872.The horizontal coordinates were established by autonomous hand held GPS
 DJ4872.observations and have an estimated accuracy of +/- 10 meters.
 DJ4872
 DJ4872.The orthometric height was determined by differential leveling and
 DJ4872.adjusted by the WI DEPT OF TRANSP
 DJ4872.in May 2012.
 DJ4872
 DJ4872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4872.GEOID18 height accuracy estimate available here.
 DJ4872
 DJ4872.Click photographs - Photos may exist for this station.
 DJ4872
 DJ4872.The dynamic height is computed by dividing the NAVD 88
 DJ4872.geopotential number by the normal gravity value computed on the
 DJ4872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4872.degrees latitude (g = 980.6199 gals.).
 DJ4872
 DJ4872.The modeled gravity was interpolated from observed gravity values.
 DJ4872
 DJ4872;                    North         East    Units  Estimated Accuracy
 DJ4872;SPC WI C     -    98,114.      658,381.      MT  (+/- 10 meters HH2 GPS)
 DJ4872
 DJ4872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2074153662(NAD 83)
 DJ4872
 DJ4872                          SUPERSEDED SURVEY CONTROL
 DJ4872
 DJ4872  NAVD 88 (07/08/08)  357.226  (m)         1172.00   (f) SUPERSEDED  2 1
 DJ4872
 DJ4872.Superseded values are not recommended for survey control.
 DJ4872
 DJ4872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4872.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4872
 DJ4872_MARKER: DD = SURVEY DISK
 DJ4872_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4872_SP_SET: BRIDGE WINGWALL
 DJ4872_STAMPING: 5V07 2005
 DJ4872_MARK LOGO: WIDT
 DJ4872_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4872+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2011
 DJ4872
 DJ4872  HISTORY     - Date     Condition        Report By
 DJ4872  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4872  HISTORY     - 20060705 GOOD             WIDT
 DJ4872  HISTORY     - 20110526 GOOD             WIDT
 DJ4872
 DJ4872                          STATION DESCRIPTION
 DJ4872
 DJ4872'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4872'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 WITH COUNTY
 DJ4872'HIGHWAY C IN THE COMMUNITY OF GALLOWAY, GO NORTHEAST ON STATE HIGHWAY
 DJ4872'49 FOR 0.05 MI (0.1 KM) TO THE BRIDGE OVER LITTLE WOLF RIVER AND THE
 DJ4872'STATION ON THE LEFT.
 DJ4872'
 DJ4872'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4872'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHWEST
 DJ4872'WING WALL OF THE BRIDGE --B-37-430-89--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4872'PAVEMENT,
 DJ4872'
 DJ4872'5.5 M (18.0 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 49.
 DJ4872'
 DJ4872'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4872'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4872
 DJ4872                          STATION RECOVERY (2011)
 DJ4872
 DJ4872'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4872'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4355 ***********************************************************************
 DJ4355  DESIGNATION -  5V08
 DJ4355  PID         -  DJ4355
 DJ4355  STATE/COUNTY-  WI/MARATHON
 DJ4355  COUNTRY     -  US
 DJ4355  USGS QUAD   -  TIGERTON NW (2018)
 DJ4355
 DJ4355                         *CURRENT SURVEY CONTROL
 DJ4355  ______________________________________________________________________
 DJ4355* NAD 83(1986) POSITION- 44 44 05.6    (N) 089 14 39.6    (W)   HD_HELD2
 DJ4355* NAVD 88 ORTHO HEIGHT -   355.624 (meters)     1166.74  (feet) ADJUSTED
 DJ4355  ______________________________________________________________________
 DJ4355  GEOID HEIGHT    -        -35.986 (meters)                     GEOID18
 DJ4355  DYNAMIC HEIGHT  -        355.560 (meters)     1166.53  (feet) COMP
 DJ4355  MODELED GRAVITY -    980,429.9   (mgal)                       NAVD 88
 DJ4355
 DJ4355  VERT ORDER      -  SECOND    CLASS I
 DJ4355
 DJ4355.The horizontal coordinates were established by autonomous hand held GPS
 DJ4355.observations and have an estimated accuracy of +/- 10 meters.
 DJ4355
 DJ4355.The orthometric height was determined by differential leveling and
 DJ4355.adjusted by the WI DEPT OF TRANSP
 DJ4355.in May 2012.
 DJ4355
 DJ4355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4355.GEOID18 height accuracy estimate available here.
 DJ4355
 DJ4355.Click photographs - Photos may exist for this station.
 DJ4355
 DJ4355.The dynamic height is computed by dividing the NAVD 88
 DJ4355.geopotential number by the normal gravity value computed on the
 DJ4355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4355.degrees latitude (g = 980.6199 gals.).
 DJ4355
 DJ4355.The modeled gravity was interpolated from observed gravity values.
 DJ4355
 DJ4355;                    North         East    Units  Estimated Accuracy
 DJ4355;SPC WI C     -   100,458.      659,852.      MT  (+/- 10 meters HH2 GPS)
 DJ4355
 DJ4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2229755950(NAD 83)
 DJ4355
 DJ4355                          SUPERSEDED SURVEY CONTROL
 DJ4355
 DJ4355  NAVD 88 (07/08/08)  355.601  (m)         1166.67   (f) SUPERSEDED  2 1
 DJ4355
 DJ4355.Superseded values are not recommended for survey control.
 DJ4355
 DJ4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4355.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4355
 DJ4355_MARKER: DD = SURVEY DISK
 DJ4355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4355_STAMPING: 5V08 2005
 DJ4355_MARK LOGO: WIDT
 DJ4355_PROJECTION: FLUSH
 DJ4355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4355+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2011
 DJ4355
 DJ4355  HISTORY     - Date     Condition        Report By
 DJ4355  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4355  HISTORY     - 20060705 GOOD             WIDT
 DJ4355  HISTORY     - 20110526 GOOD             WIDT
 DJ4355
 DJ4355                          STATION DESCRIPTION
 DJ4355
 DJ4355'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4355'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 WITH COUNTY
 DJ4355'HIGHWAY C IN THE COMMUNITY OF GALLOWAY, GO NORTHEAST THEN NORTH ON
 DJ4355'STATE HIGHWAY 49 FOR 1.25 MI (2.0 KM) TO BLUE GOOSE ROAD ON THE RIGHT,
 DJ4355'CONTINUE NORTH ON STATE HIGHWAY 49 FOR 0.75 MI (1.2 KM) TO THE STATION
 DJ4355'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4355'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4355'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4355'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4355'IS 14.1 M (46.3 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 49, 48.7 M
 DJ4355'(159.8 FT) NORTHEAST OF A POWER POLE --26-10-14 51/35--, 45.1 M (148.0
 DJ4355'FT) SOUTH OF A TELEPHONE PEDESTAL, 40.3 M (132.2 FT) SOUTHEAST OF A
 DJ4355'POWER POLE --26-10-14 51/37--, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DJ4355'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4355'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4355'HORIZON.
 DJ4355
 DJ4355                          STATION RECOVERY (2011)
 DJ4355
 DJ4355'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4355'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4871 ***********************************************************************
 DJ4871  DESIGNATION -  5V09
 DJ4871  PID         -  DJ4871
 DJ4871  STATE/COUNTY-  WI/MARATHON
 DJ4871  COUNTRY     -  US
 DJ4871  USGS QUAD   -  WITTENBERG (2018)
 DJ4871
 DJ4871                         *CURRENT SURVEY CONTROL
 DJ4871  ______________________________________________________________________
 DJ4871* NAD 83(1986) POSITION- 44 45 40.0    (N) 089 14 40.8    (W)   HD_HELD2
 DJ4871* NAVD 88 ORTHO HEIGHT -   360.675 (meters)     1183.31  (feet) ADJUSTED
 DJ4871  ______________________________________________________________________
 DJ4871  GEOID HEIGHT    -        -35.933 (meters)                     GEOID18
 DJ4871  DYNAMIC HEIGHT  -        360.611 (meters)     1183.10  (feet) COMP
 DJ4871  MODELED GRAVITY -    980,431.2   (mgal)                       NAVD 88
 DJ4871
 DJ4871  VERT ORDER      -  SECOND    CLASS I
 DJ4871
 DJ4871.The horizontal coordinates were established by autonomous hand held GPS
 DJ4871.observations and have an estimated accuracy of +/- 10 meters.
 DJ4871
 DJ4871.The orthometric height was determined by differential leveling and
 DJ4871.adjusted by the WI DEPT OF TRANSP
 DJ4871.in May 2012.
 DJ4871
 DJ4871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4871.GEOID18 height accuracy estimate available here.
 DJ4871
 DJ4871.Click photographs - Photos may exist for this station.
 DJ4871
 DJ4871.The dynamic height is computed by dividing the NAVD 88
 DJ4871.geopotential number by the normal gravity value computed on the
 DJ4871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4871.degrees latitude (g = 980.6199 gals.).
 DJ4871
 DJ4871.The modeled gravity was interpolated from observed gravity values.
 DJ4871
 DJ4871;                    North         East    Units  Estimated Accuracy
 DJ4871;SPC WI C     -   103,371.      659,798.      MT  (+/- 10 meters HH2 GPS)
 DJ4871
 DJ4871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2235158864(NAD 83)
 DJ4871
 DJ4871                          SUPERSEDED SURVEY CONTROL
 DJ4871
 DJ4871  NAVD 88 (07/08/08)  360.652  (m)         1183.24   (f) SUPERSEDED  2 1
 DJ4871
 DJ4871.Superseded values are not recommended for survey control.
 DJ4871
 DJ4871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4871.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4871
 DJ4871_MARKER: DD = SURVEY DISK
 DJ4871_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4871_SP_SET: BRIDGE WINGWALL
 DJ4871_STAMPING: 5V09 2005
 DJ4871_MARK LOGO: WIDT
 DJ4871_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4871+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2011
 DJ4871
 DJ4871  HISTORY     - Date     Condition        Report By
 DJ4871  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4871  HISTORY     - 20060629 GOOD             WIDT
 DJ4871  HISTORY     - 20110526 GOOD             WIDT
 DJ4871
 DJ4871                          STATION DESCRIPTION
 DJ4871
 DJ4871'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4871'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 (HIGHLAND
 DJ4871'AVENUE) WITH STATE HIGHWAY 153 (MAIN STREET) IN THE VILLAGE OF
 DJ4871'ELDERON, GO SOUTH ON STATE HIGHWAY 49 (HIGHLAND AVENUE) FOR 1.6 MI
 DJ4871'(2.6 KM) TO EVERGREEN ROAD, A BRIDGE OVER COMET CREEK AND THE STATION
 DJ4871'ON THE RIGHT.
 DJ4871'
 DJ4871'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4871'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHWEST
 DJ4871'WING WALL OF THE BRIDGE --B-431-41--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4871'PAVEMENT.
 DJ4871'
 DJ4871'THE STATION IS 5.8 M (19.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DJ4871'49 AND 24 M (78.7 FT) NORTH OF THE CENTER OF EVERGREEN ROAD (WEST).
 DJ4871'
 DJ4871'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4871
 DJ4871                          STATION RECOVERY (2011)
 DJ4871
 DJ4871'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4871'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4352 ***********************************************************************
 DJ4352  DESIGNATION -  5V10
 DJ4352  PID         -  DJ4352
 DJ4352  STATE/COUNTY-  WI/SHAWANO
 DJ4352  COUNTRY     -  US
 DJ4352  USGS QUAD   -  WITTENBERG (2018)
 DJ4352
 DJ4352                         *CURRENT SURVEY CONTROL
 DJ4352  ______________________________________________________________________
 DJ4352* NAD 83(1986) POSITION- 44 48 36.12   (N) 089 12 51.78   (W)   HD_HELD1
 DJ4352* NAVD 88 ORTHO HEIGHT -   365.686 (meters)     1199.75  (feet) ADJUSTED
 DJ4352  ______________________________________________________________________
 DJ4352  GEOID HEIGHT    -        -35.851 (meters)                     GEOID18
 DJ4352  DYNAMIC HEIGHT  -        365.623 (meters)     1199.55  (feet) COMP
 DJ4352  MODELED GRAVITY -    980,435.9   (mgal)                       NAVD 88
 DJ4352
 DJ4352  VERT ORDER      -  SECOND    CLASS I
 DJ4352
 DJ4352.The horizontal coordinates were determined by differentially corrected
 DJ4352.hand held GPS observations or other comparable positioning techniques
 DJ4352.and have an estimated accuracy of +/- 3 meters.
 DJ4352
 DJ4352.The orthometric height was determined by differential leveling and
 DJ4352.adjusted by the WI DEPT OF TRANSP
 DJ4352.in May 2012.
 DJ4352
 DJ4352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4352.GEOID18 height accuracy estimate available here.
 DJ4352
 DJ4352.Click photographs - Photos may exist for this station.
 DJ4352
 DJ4352.The dynamic height is computed by dividing the NAVD 88
 DJ4352.geopotential number by the normal gravity value computed on the
 DJ4352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4352.degrees latitude (g = 980.6199 gals.).
 DJ4352
 DJ4352.The modeled gravity was interpolated from observed gravity values.
 DJ4352
 DJ4352;                    North         East    Units  Estimated Accuracy
 DJ4352;SPC WI C     -   108,830.0     662,143.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4352
 DJ4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2489664233(NAD 83)
 DJ4352
 DJ4352                          SUPERSEDED SURVEY CONTROL
 DJ4352
 DJ4352  NAVD 88 (07/08/08)  365.663  (m)         1199.68   (f) SUPERSEDED  2 1
 DJ4352
 DJ4352.Superseded values are not recommended for survey control.
 DJ4352
 DJ4352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4352.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4352
 DJ4352_MARKER: DD = SURVEY DISK
 DJ4352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4352_STAMPING: 5V10 2005
 DJ4352_MARK LOGO: WIDT
 DJ4352_PROJECTION: FLUSH
 DJ4352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4352+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 DJ4352
 DJ4352  HISTORY     - Date     Condition        Report By
 DJ4352  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4352  HISTORY     - 20060627 GOOD             WIDT
 DJ4352
 DJ4352                          STATION DESCRIPTION
 DJ4352
 DJ4352'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4352'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4352'HIGHWAY 49 TO THE SOUTH AND WILLOW DRIVE TO THE NORTH ABOUT 4 MI (6.4
 DJ4352'KM) WEST OF THE VILLAGE OF WITTENBERG, GO EAST ON STATE HIGHWAY 29 FOR
 DJ4352'1.5 MI (2.4 KM) TO NIGHTINGALE ROAD, TURN RIGHT AND GO SOUTH ON
 DJ4352'NIGHTINGALE ROAD FOR 0.5 MI (0.8 KM) TO OAK ROAD ON THE RIGHT,
 DJ4352'CONTINUE SOUTH ON NIGHTINGALE ROAD FOR 0.7 MI (1.1 KM) TO THE STATION
 DJ4352'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4352'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4352'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4352'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DJ4352'6.2 M (20.3 FT) EAST OF THE CENTERLINE OF NIGHTINGALE ROAD, 30.7 M
 DJ4352'(100.7 FT) NORTH-NORTHEAST OF A POWER POLE, AND 1.0 M (3.3 FT) NORTH
 DJ4352'AND SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4352'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4352'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1835 ***********************************************************************
 DP1835  DESIGNATION -  5V11
 DP1835  PID         -  DP1835
 DP1835  STATE/COUNTY-  WI/SHAWANO
 DP1835  COUNTRY     -  US
 DP1835  USGS QUAD   -  SHEPLEY (2018)
 DP1835
 DP1835                         *CURRENT SURVEY CONTROL
 DP1835  ______________________________________________________________________
 DP1835* NAD 83(1986) POSITION- 44 48 29.3    (N) 089 02 14.0    (W)   HD_HELD2
 DP1835* NAVD 88 ORTHO HEIGHT -   325.799 (meters)     1068.89  (feet) ADJUSTED
 DP1835  ______________________________________________________________________
 DP1835  GEOID HEIGHT    -        -36.038 (meters)                     GEOID18
 DP1835  DYNAMIC HEIGHT  -        325.746 (meters)     1068.72  (feet) COMP
 DP1835  MODELED GRAVITY -    980,446.4   (mgal)                       NAVD 88
 DP1835
 DP1835  VERT ORDER      -  SECOND    CLASS I
 DP1835
 DP1835.The horizontal coordinates were established by autonomous hand held GPS
 DP1835.observations and have an estimated accuracy of +/- 10 meters.
 DP1835
 DP1835.The orthometric height was determined by differential leveling and
 DP1835.adjusted by the NATIONAL GEODETIC SURVEY
 DP1835.in February 2017.
 DP1835
 DP1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1835.GEOID18 height accuracy estimate available here.
 DP1835
 DP1835.Click photographs - Photos may exist for this station.
 DP1835
 DP1835.The dynamic height is computed by dividing the NAVD 88
 DP1835.geopotential number by the normal gravity value computed on the
 DP1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1835.degrees latitude (g = 980.6199 gals.).
 DP1835
 DP1835.The modeled gravity was interpolated from observed gravity values.
 DP1835
 DP1835;                    North         East    Units  Estimated Accuracy
 DP1835;SPC WI C     -   108,770.      676,159.      MT  (+/- 10 meters HH2 GPS)
 DP1835
 DP1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3890063656(NAD 83)
 DP1835
 DP1835                          SUPERSEDED SURVEY CONTROL
 DP1835
 DP1835  NAVD 88 (03/19/14)  325.799  (m)         1068.89   (f) SUPERSEDED  2 1
 DP1835
 DP1835.Superseded values are not recommended for survey control.
 DP1835
 DP1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1835.See file dsdata.pdf to determine how the superseded data were derived.
 DP1835
 DP1835_MARKER: DD = SURVEY DISK
 DP1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1835_STAMPING: 5V11 2012
 DP1835_MARK LOGO: WIDT
 DP1835_PROJECTION: PROJECTING 2 CENTIMETERS
 DP1835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1835+STABILITY: SURFACE MOTION
 DP1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1835+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2013
 DP1835
 DP1835  HISTORY     - Date     Condition        Report By
 DP1835  HISTORY     - 2012     MONUMENTED       WIDT
 DP1835  HISTORY     - 20130630 GOOD             WIDT
 DP1835
 DP1835                          STATION DESCRIPTION
 DP1835
 DP1835'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1835'THE STATION IS LOCATED APPROXIMATELY 6.6 MI (10.6 KM) EAST-SOUTHEAST
 DP1835'OF WITTENBERG, 4.9 MI (7.9 KM) NORTH-NORTHEAST OF TIGERTON AND 4.7 MI
 DP1835'(7.6 KM) SOUTHWEST OF BOWLER.
 DP1835'
 DP1835'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DP1835'HIGHWAY J, LOCATED APPROXIMATELY 7 MI (11.3 KM) EAST OF WITTENBERG, GO
 DP1835'WEST ON STATE HIGHWAY 29 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE
 DP1835'RIGHT.
 DP1835'
 DP1835'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1835'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A CONCRETE POST
 DP1835'1.8 M (5.9 FT) DEEP AND APPROXIMATELY 1.0 M (3.3 FT) HIGHER THAN THE
 DP1835'HIGHWAY PAVEMENT.  THE STATION IS 19.3 M (63.3 FT) NORTHEAST OF THE
 DP1835'CENTERLINE OF WESTBOUND STATE HIGHWAY 29, 53.9 M (176.8 FT) NORTHWEST
 DP1835'OF MILEPOST -203- FOR THE WESTBOUND LANES, 4.9 M (16.1 FT) SOUTHEAST
 DP1835'OF A FENCE CORNER AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1835'THREE WHITE PLASTIC WITNESS POSTS.
 DP1835'
 DP1835'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1835'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1834 ***********************************************************************
 DP1834  DESIGNATION -  5V12
 DP1834  PID         -  DP1834
 DP1834  STATE/COUNTY-  WI/SHAWANO
 DP1834  COUNTRY     -  US
 DP1834  USGS QUAD   -  SHEPLEY (2018)
 DP1834
 DP1834                         *CURRENT SURVEY CONTROL
 DP1834  ______________________________________________________________________
 DP1834* NAD 83(1986) POSITION- 44 49 24.7    (N) 089 03 35.4    (W)   HD_HELD2
 DP1834* NAVD 88 ORTHO HEIGHT -   355.957 (meters)     1167.84  (feet) ADJUSTED
 DP1834  ______________________________________________________________________
 DP1834  GEOID HEIGHT    -        -35.985 (meters)                     GEOID18
 DP1834  DYNAMIC HEIGHT  -        355.899 (meters)     1167.65  (feet) COMP
 DP1834  MODELED GRAVITY -    980,445.2   (mgal)                       NAVD 88
 DP1834
 DP1834  VERT ORDER      -  SECOND    CLASS I
 DP1834
 DP1834.The horizontal coordinates were established by autonomous hand held GPS
 DP1834.observations and have an estimated accuracy of +/- 10 meters.
 DP1834
 DP1834.The orthometric height was determined by differential leveling and
 DP1834.adjusted by the NATIONAL GEODETIC SURVEY
 DP1834.in February 2017.
 DP1834
 DP1834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1834.GEOID18 height accuracy estimate available here.
 DP1834
 DP1834.Click photographs - Photos may exist for this station.
 DP1834
 DP1834.The dynamic height is computed by dividing the NAVD 88
 DP1834.geopotential number by the normal gravity value computed on the
 DP1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1834.degrees latitude (g = 980.6199 gals.).
 DP1834
 DP1834.The modeled gravity was interpolated from observed gravity values.
 DP1834
 DP1834;                    North         East    Units  Estimated Accuracy
 DP1834;SPC WI C     -   110,459.      674,350.      MT  (+/- 10 meters HH2 GPS)
 DP1834
 DP1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3715565410(NAD 83)
 DP1834
 DP1834                          SUPERSEDED SURVEY CONTROL
 DP1834
 DP1834  NAVD 88 (03/19/14)  355.957  (m)         1167.84   (f) SUPERSEDED  2 1
 DP1834
 DP1834.Superseded values are not recommended for survey control.
 DP1834
 DP1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1834.See file dsdata.pdf to determine how the superseded data were derived.
 DP1834
 DP1834_MARKER: DD = SURVEY DISK
 DP1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1834_STAMPING: 5V12 2012
 DP1834_MARK LOGO: WIDT
 DP1834_PROJECTION: PROJECTING 2 CENTIMETERS
 DP1834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1834+STABILITY: SURFACE MOTION
 DP1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1834+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2013
 DP1834
 DP1834  HISTORY     - Date     Condition        Report By
 DP1834  HISTORY     - 2012     MONUMENTED       WIDT
 DP1834  HISTORY     - 20130630 GOOD             WIDT
 DP1834
 DP1834                          STATION DESCRIPTION
 DP1834
 DP1834'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1834'THE STATION IS LOCATED APPROXIMATELY 5.7 MI (9.2 KM) NORTH OF
 DP1834'TIGERTON, 5.3 MI (8.5 KM) EAST OF WITTENBERG AND 4.7 MI (7.6 KM)
 DP1834'SOUTHWEST OF BOWLER.
 DP1834'
 DP1834'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH U.S.
 DP1834'HIGHWAY 45 SOUTH, LOCATED 2.1 MI (3.4 KM) EAST OF THE CITY OF
 DP1834'WITTENBERG, GO EAST ON STATE HIGHWAY 29 FOR 3.0 MI (4.8 KM) TO TOWER
 DP1834'LANE.  CONTINUE EAST ON STATE HIGHWAY 29 FOR 800 FT (243.8 M) TO THE
 DP1834'STATION ON THE LEFT, LOCATED IN HIGHWAY MEDIAN.
 DP1834'
 DP1834'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1834'GEODETIC SURVEY CONTROL STATION DISK SET IN A CONCRETE POST 2.4 M (7.9
 DP1834'FT) DEEP AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DP1834'STATION IS 21.3 M (69.9 FT) NORTHEAST OF THE CENTERLINE OF EASTBOUND
 DP1834'STATE HIGHWAY 29, 245 M (803.8 FT) SOUTHEAST OF THE CENTERLINE OF
 DP1834'TOWER LANE, 70 M (229.7 FT) NORTHWEST OF A TREE LINE IN THE HIGHWAY
 DP1834'MEDIAN AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP1834'PLASTIC WITNESS POSTS.
 DP1834'
 DP1834'NOTE-THIS STATION IS OBSTRUCTED BY TREES IN ALL DIRECTIONS EXTENDING
 DP1834'HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1832 ***********************************************************************
 DP1832  DESIGNATION -  5V13
 DP1832  PID         -  DP1832
 DP1832  STATE/COUNTY-  WI/SHAWANO
 DP1832  COUNTRY     -  US
 DP1832  USGS QUAD   -  SHEPLEY (2018)
 DP1832
 DP1832                         *CURRENT SURVEY CONTROL
 DP1832  ______________________________________________________________________
 DP1832* NAD 83(1986) POSITION- 44 49 25.8    (N) 089 07 22.0    (W)   HD_HELD2
 DP1832* NAVD 88 ORTHO HEIGHT -   358.724 (meters)     1176.91  (feet) ADJUSTED
 DP1832  ______________________________________________________________________
 DP1832  GEOID HEIGHT    -        -35.924 (meters)                     GEOID18
 DP1832  DYNAMIC HEIGHT  -        358.665 (meters)     1176.72  (feet) COMP
 DP1832  MODELED GRAVITY -    980,441.6   (mgal)                       NAVD 88
 DP1832
 DP1832  VERT ORDER      -  SECOND    CLASS I
 DP1832
 DP1832.The horizontal coordinates were established by autonomous hand held GPS
 DP1832.observations and have an estimated accuracy of +/- 10 meters.
 DP1832
 DP1832.The orthometric height was determined by differential leveling and
 DP1832.adjusted by the NATIONAL GEODETIC SURVEY
 DP1832.in February 2017.
 DP1832
 DP1832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1832.GEOID18 height accuracy estimate available here.
 DP1832
 DP1832.Click photographs - Photos may exist for this station.
 DP1832
 DP1832.The dynamic height is computed by dividing the NAVD 88
 DP1832.geopotential number by the normal gravity value computed on the
 DP1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1832.degrees latitude (g = 980.6199 gals.).
 DP1832
 DP1832.The modeled gravity was interpolated from observed gravity values.
 DP1832
 DP1832;                    North         East    Units  Estimated Accuracy
 DP1832;SPC WI C     -   110,438.      669,372.      MT  (+/- 10 meters HH2 GPS)
 DP1832
 DP1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3218065572(NAD 83)
 DP1832
 DP1832                          SUPERSEDED SURVEY CONTROL
 DP1832
 DP1832  NAVD 88 (03/19/14)  358.724  (m)         1176.91   (f) SUPERSEDED  2 1
 DP1832
 DP1832.Superseded values are not recommended for survey control.
 DP1832
 DP1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1832.See file dsdata.pdf to determine how the superseded data were derived.
 DP1832
 DP1832_MARKER: DD = SURVEY DISK
 DP1832_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1832_SP_SET: PARAPET
 DP1832_STAMPING: 5V13 2012
 DP1832_MARK LOGO: WIDT
 DP1832_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1832+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2013
 DP1832
 DP1832  HISTORY     - Date     Condition        Report By
 DP1832  HISTORY     - 2012     MONUMENTED       WIDT
 DP1832  HISTORY     - 20130630 GOOD             WIDT
 DP1832
 DP1832                          STATION DESCRIPTION
 DP1832
 DP1832'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1832'THE STATION IS AT THE JUNCTION OF STATE HIGHWAY 29 WITH U.S. HIGHWAY
 DP1832'45 SOUTH, LOCATED APPROXIMATELY 7.4 MI (11.9 KM) WEST-SOUTHWEST OF
 DP1832'BOWLER, 5.5 MI (8.8 KM) SOUTHEAST OF ELAND AND 2.1 MI (3.4 KM) EAST OF
 DP1832'WITTENBERG.
 DP1832'
 DP1832'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1832'GEODETIC SURVEY CONTROL STATION DISK SET IN THE PARAPET WALL OF BRIDGE
 DP1832'-B-58-96-97-, APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 DP1832'PAVEMENT.  THE STATION IS 5.7 M (18.7 FT) SOUTH OF THE CENTERLINE OF
 DP1832'WESTBOUND STATE HIGHWAY 29, 0.7 M (2.3 FT) WEST OF A WHITE PLASTIC
 DP1832'WITNESS POST AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE PARAPET
 DP1832'WALL.
 DP1832'
 DP1832'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1832'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1761 ***********************************************************************
 DP1761  DESIGNATION -  5V14
 DP1761  PID         -  DP1761
 DP1761  STATE/COUNTY-  WI/SHAWANO
 DP1761  COUNTRY     -  US
 DP1761  USGS QUAD   -  WITTENBERG (2018)
 DP1761
 DP1761                         *CURRENT SURVEY CONTROL
 DP1761  ______________________________________________________________________
 DP1761* NAD 83(1986) POSITION- 44 50 01.8    (N) 089 10 06.6    (W)   HD_HELD2
 DP1761* NAVD 88 ORTHO HEIGHT -   366.000 (meters)     1200.79  (feet) ADJUSTED
 DP1761  ______________________________________________________________________
 DP1761  GEOID HEIGHT    -        -35.848 (meters)                     GEOID18
 DP1761  DYNAMIC HEIGHT  -        365.938 (meters)     1200.58  (feet) COMP
 DP1761  MODELED GRAVITY -    980,439.8   (mgal)                       NAVD 88
 DP1761
 DP1761  VERT ORDER      -  SECOND    CLASS I
 DP1761
 DP1761.The horizontal coordinates were established by autonomous hand held GPS
 DP1761.observations and have an estimated accuracy of +/- 10 meters.
 DP1761
 DP1761.The orthometric height was determined by differential leveling and
 DP1761.adjusted by the NATIONAL GEODETIC SURVEY
 DP1761.in February 2017.
 DP1761
 DP1761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1761.GEOID18 height accuracy estimate available here.
 DP1761
 DP1761.Click photographs - Photos may exist for this station.
 DP1761
 DP1761.The dynamic height is computed by dividing the NAVD 88
 DP1761.geopotential number by the normal gravity value computed on the
 DP1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1761.degrees latitude (g = 980.6199 gals.).
 DP1761
 DP1761.The modeled gravity was interpolated from observed gravity values.
 DP1761
 DP1761;                    North         East    Units  Estimated Accuracy
 DP1761;SPC WI C     -   111,511.      665,745.      MT  (+/- 10 meters HH2 GPS)
 DP1761
 DP1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2859566779(NAD 83)
 DP1761
 DP1761                          SUPERSEDED SURVEY CONTROL
 DP1761
 DP1761  NAVD 88 (03/19/14)  366.000  (m)         1200.79   (f) SUPERSEDED  2 1
 DP1761
 DP1761.Superseded values are not recommended for survey control.
 DP1761
 DP1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1761.See file dsdata.pdf to determine how the superseded data were derived.
 DP1761
 DP1761_MARKER: DD = SURVEY DISK
 DP1761_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1761_SP_SET: ABUTMENT
 DP1761_STAMPING: 5V14 2012
 DP1761_MARK LOGO: WIDT
 DP1761_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1761+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2013
 DP1761
 DP1761  HISTORY     - Date     Condition        Report By
 DP1761  HISTORY     - 2012     MONUMENTED       WIDT
 DP1761  HISTORY     - 20130701 GOOD             WIDT
 DP1761
 DP1761                          STATION DESCRIPTION
 DP1761
 DP1761'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1761'THE STATION IS AT THE JUNCTION OF STATE HIGHWAY 29 WITH U.S. HIGHWAY
 DP1761'45 NORTH, LOCATED APPROXIMATELY 9.4 MI (15.1 KM) WEST-SOUTHWEST OF
 DP1761'BOWLER, 3.4 MI (5.5 KM) SOUTHEAST OF ELAND AND 0.25 MI (0.4 KM) NORTH
 DP1761'OF WITTENBERG.
 DP1761'
 DP1761'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1761'GEODETIC SURVEY CONTROL STATION DISK SET IN THE ABUTMENT OF BRIDGE
 DP1761'-B-58-99-97- OVER STATE HIGHWAY 29, APPROXIMATELY LEVEL WITH THE
 DP1761'HIGHWAY PAVEMENT.  THE STATION IS IN THE EAST END OF THE NORTH
 DP1761'ABUTMENT, 11.4 M (37.4 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45
 DP1761'MEDIAN, 0.7 M (2.3 FT) SOUTH OF THE NORTH END OF THE EAST PARAPET WALL
 DP1761'AND 0.7 M (2.3 FT) WEST-SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DP1761'
 DP1761'NOTE-THIS STATION HAS NO OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DP1761'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1760 ***********************************************************************
 DP1760  DESIGNATION -  5V15
 DP1760  PID         -  DP1760
 DP1760  STATE/COUNTY-  WI/SHAWANO
 DP1760  COUNTRY     -  US
 DP1760  USGS QUAD   -  WITTENBERG (2018)
 DP1760
 DP1760                         *CURRENT SURVEY CONTROL
 DP1760  ______________________________________________________________________
 DP1760* NAD 83(1986) POSITION- 44 51 22.4    (N) 089 10 08.1    (W)   HD_HELD2
 DP1760* NAVD 88 ORTHO HEIGHT -   366.248 (meters)     1201.60  (feet) ADJUSTED
 DP1760  ______________________________________________________________________
 DP1760  GEOID HEIGHT    -        -35.789 (meters)                     GEOID18
 DP1760  DYNAMIC HEIGHT  -        366.187 (meters)     1201.40  (feet) COMP
 DP1760  MODELED GRAVITY -    980,441.4   (mgal)                       NAVD 88
 DP1760
 DP1760  VERT ORDER      -  SECOND    CLASS I
 DP1760
 DP1760.The horizontal coordinates were established by autonomous hand held GPS
 DP1760.observations and have an estimated accuracy of +/- 10 meters.
 DP1760
 DP1760.The orthometric height was determined by differential leveling and
 DP1760.adjusted by the NATIONAL GEODETIC SURVEY
 DP1760.in February 2017.
 DP1760
 DP1760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1760.GEOID18 height accuracy estimate available here.
 DP1760
 DP1760.Click photographs - Photos may exist for this station.
 DP1760
 DP1760.The dynamic height is computed by dividing the NAVD 88
 DP1760.geopotential number by the normal gravity value computed on the
 DP1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1760.degrees latitude (g = 980.6199 gals.).
 DP1760
 DP1760.The modeled gravity was interpolated from observed gravity values.
 DP1760
 DP1760;                    North         East    Units  Estimated Accuracy
 DP1760;SPC WI C     -   113,998.      665,687.      MT  (+/- 10 meters HH2 GPS)
 DP1760
 DP1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2862869267(NAD 83)
 DP1760
 DP1760                          SUPERSEDED SURVEY CONTROL
 DP1760
 DP1760  NAVD 88 (03/19/14)  366.248  (m)         1201.60   (f) SUPERSEDED  2 1
 DP1760
 DP1760.Superseded values are not recommended for survey control.
 DP1760
 DP1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1760.See file dsdata.pdf to determine how the superseded data were derived.
 DP1760
 DP1760_MARKER: DD = SURVEY DISK
 DP1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1760_STAMPING: 5V15 2012
 DP1760_MARK LOGO: WIDT
 DP1760_PROJECTION: FLUSH
 DP1760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1760+STABILITY: SURFACE MOTION
 DP1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1760+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2013
 DP1760
 DP1760  HISTORY     - Date     Condition        Report By
 DP1760  HISTORY     - 2012     MONUMENTED       WIDT
 DP1760  HISTORY     - 20130701 GOOD             WIDT
 DP1760
 DP1760                          STATION DESCRIPTION
 DP1760
 DP1760'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1760'THE STATION IS LOCATED APPROXIMATELY 9.2 MI (14.8 KM) WEST OF BOWLER,
 DP1760'2.4 MI (3.9 KM) SOUTHEAST OF ELAND, 2.0 MI (3.2 KM) NORTH OF
 DP1760'WITTENBERG.
 DP1760'
 DP1760'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1760'HIGHWAY OO, LOCATED APPROXIMATELY 0.5 MI (0.8 KM) EAST OF THE VILLAGE
 DP1760'OF ELAND, GO EAST ON U.S. HIGHWAY 45 FOR 1.4 MI (2.3 KM) TO BLUEBIRD
 DP1760'LANE ON THE LEFT.  CONTINUE EAST AND CURVE SOUTH ON U.S. HIGHWAY 45
 DP1760'FOR 0.95 MI (1.5 KM) TO TOWNLINE ROAD ON THE LEFT AND THE STATION ON
 DP1760'THE RIGHT.
 DP1760'
 DP1760'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP1760'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1760'DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.6 M
 DP1760'(2.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.6 M
 DP1760'(47.9 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 45, 34.7 M (113.8 FT)
 DP1760'NORTH OF THE EXTENDED CENTERLINE OF TOWNLINE ROAD, 55 M (180.4 FT)
 DP1760'SOUTH OF A SNOWMOBILE TRAIL, 7.3 M (24.0 FT) NORTHWEST OF A SIGN POST
 DP1760'-POTCH CHEE NUNK- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1760'THREE WHITE PLASTIC WITNESS POSTS.
 DP1760'
 DP1760'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP1760'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1759 ***********************************************************************
 DP1759  DESIGNATION -  5V16
 DP1759  PID         -  DP1759
 DP1759  STATE/COUNTY-  WI/SHAWANO
 DP1759  COUNTRY     -  US
 DP1759  USGS QUAD   -  WITTENBERG (2018)
 DP1759
 DP1759                         *CURRENT SURVEY CONTROL
 DP1759  ______________________________________________________________________
 DP1759* NAD 83(1986) POSITION- 44 52 13.3    (N) 089 11 15.0    (W)   HD_HELD2
 DP1759* NAVD 88 ORTHO HEIGHT -   373.462 (meters)     1225.27  (feet) ADJUSTED
 DP1759  ______________________________________________________________________
 DP1759  GEOID HEIGHT    -        -35.722 (meters)                     GEOID18
 DP1759  DYNAMIC HEIGHT  -        373.400 (meters)     1225.06  (feet) COMP
 DP1759  MODELED GRAVITY -    980,441.7   (mgal)                       NAVD 88
 DP1759
 DP1759  VERT ORDER      -  SECOND    CLASS I
 DP1759
 DP1759.The horizontal coordinates were established by autonomous hand held GPS
 DP1759.observations and have an estimated accuracy of +/- 10 meters.
 DP1759
 DP1759.The orthometric height was determined by differential leveling and
 DP1759.adjusted by the NATIONAL GEODETIC SURVEY
 DP1759.in February 2017.
 DP1759
 DP1759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1759.GEOID18 height accuracy estimate available here.
 DP1759
 DP1759.Click photographs - Photos may exist for this station.
 DP1759
 DP1759.The dynamic height is computed by dividing the NAVD 88
 DP1759.geopotential number by the normal gravity value computed on the
 DP1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1759.degrees latitude (g = 980.6199 gals.).
 DP1759
 DP1759.The modeled gravity was interpolated from observed gravity values.
 DP1759
 DP1759;                    North         East    Units  Estimated Accuracy
 DP1759;SPC WI C     -   115,554.      664,202.      MT  (+/- 10 meters HH2 GPS)
 DP1759
 DP1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2720270877(NAD 83)
 DP1759
 DP1759                          SUPERSEDED SURVEY CONTROL
 DP1759
 DP1759  NAVD 88 (03/19/14)  373.462  (m)         1225.27   (f) SUPERSEDED  2 1
 DP1759
 DP1759.Superseded values are not recommended for survey control.
 DP1759
 DP1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1759.See file dsdata.pdf to determine how the superseded data were derived.
 DP1759
 DP1759_MARKER: DD = SURVEY DISK
 DP1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1759_STAMPING: 5V16 2012
 DP1759_MARK LOGO: WIDT
 DP1759_PROJECTION: PROJECTING 3 CENTIMETERS
 DP1759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1759+STABILITY: SURFACE MOTION
 DP1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1759+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2013
 DP1759
 DP1759  HISTORY     - Date     Condition        Report By
 DP1759  HISTORY     - 2012     MONUMENTED       WIDT
 DP1759  HISTORY     - 20130702 GOOD             WIDT
 DP1759
 DP1759                          STATION DESCRIPTION
 DP1759
 DP1759'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1759'THE STATION IS LOCATED APPROXIMATELY 4.5 MI (7.2 KM) SOUTH-SOUTHEAST
 DP1759'OF BIRNAMWOOD, 3.2 MI (5.1 KM) NORTH-NORTHWEST OF WITTENBERG AND 1.3
 DP1759'MI (2.1 KM) EAST OF ELAND.
 DP1759'
 DP1759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1759'HIGHWAY OO, LOCATED APPROXIMATELY 0.5 MI (0.8 KM) EAST OF THE VILLAGE
 DP1759'OF ELAND, GO EAST ON U.S. HIGHWAY 45 FOR 0.6 MI (1.0 KM) TO THE
 DP1759'STATION ON THE RIGHT.
 DP1759'
 DP1759'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP1759'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1759'DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY LEVEL
 DP1759'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.1 M (49.5 FT) SOUTH OF
 DP1759'THE CENTERLINE OF U.S. HIGHWAY 45, 284 M (931.8 FT) WEST OF
 DP1759'HUMMINGBIRD ROAD, 5.2 M (17.1 FT) WEST OF THE CENTERLINE OF A FIELD
 DP1759'ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP1759'PLASTIC WITNESS POSTS.
 DP1759'
 DP1759'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1759'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1758 ***********************************************************************
 DP1758  DESIGNATION -  5V17
 DP1758  PID         -  DP1758
 DP1758  STATE/COUNTY-  WI/SHAWANO
 DP1758  COUNTRY     -  US
 DP1758  USGS QUAD   -  BIRNAMWOOD (2018)
 DP1758
 DP1758                         *CURRENT SURVEY CONTROL
 DP1758  ______________________________________________________________________
 DP1758* NAD 83(1986) POSITION- 44 53 08.9    (N) 089 12 16.1    (W)   HD_HELD2
 DP1758* NAVD 88 ORTHO HEIGHT -   381.605 (meters)     1251.98  (feet) ADJUSTED
 DP1758  ______________________________________________________________________
 DP1758  GEOID HEIGHT    -        -35.650 (meters)                     GEOID18
 DP1758  DYNAMIC HEIGHT  -        381.542 (meters)     1251.78  (feet) COMP
 DP1758  MODELED GRAVITY -    980,442.3   (mgal)                       NAVD 88
 DP1758
 DP1758  VERT ORDER      -  SECOND    CLASS I
 DP1758
 DP1758.The horizontal coordinates were established by autonomous hand held GPS
 DP1758.observations and have an estimated accuracy of +/- 10 meters.
 DP1758
 DP1758.The orthometric height was determined by differential leveling and
 DP1758.adjusted by the NATIONAL GEODETIC SURVEY
 DP1758.in February 2017.
 DP1758
 DP1758.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1758.GEOID18 height accuracy estimate available here.
 DP1758
 DP1758.Click photographs - Photos may exist for this station.
 DP1758
 DP1758.The dynamic height is computed by dividing the NAVD 88
 DP1758.geopotential number by the normal gravity value computed on the
 DP1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1758.degrees latitude (g = 980.6199 gals.).
 DP1758
 DP1758.The modeled gravity was interpolated from observed gravity values.
 DP1758
 DP1758;                    North         East    Units  Estimated Accuracy
 DP1758;SPC WI C     -   117,257.      662,845.      MT  (+/- 10 meters HH2 GPS)
 DP1758
 DP1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2590872629(NAD 83)
 DP1758
 DP1758                          SUPERSEDED SURVEY CONTROL
 DP1758
 DP1758  NAVD 88 (03/19/14)  381.606  (m)         1251.99   (f) SUPERSEDED  2 1
 DP1758
 DP1758.Superseded values are not recommended for survey control.
 DP1758
 DP1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1758.See file dsdata.pdf to determine how the superseded data were derived.
 DP1758
 DP1758_MARKER: DD = SURVEY DISK
 DP1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1758_STAMPING: 5V17 2012
 DP1758_MARK LOGO: WIDT
 DP1758_PROJECTION: FLUSH
 DP1758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1758+STABILITY: SURFACE MOTION
 DP1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1758+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2013
 DP1758
 DP1758  HISTORY     - Date     Condition        Report By
 DP1758  HISTORY     - 2012     MONUMENTED       WIDT
 DP1758  HISTORY     - 20130702 GOOD             WIDT
 DP1758
 DP1758                          STATION DESCRIPTION
 DP1758
 DP1758'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1758'THE STATION IS LOCATED APPROXIMATELY 6.5 MI (10.5 KM) EAST OF HATLEY,
 DP1758'3.3 MI (5.3 KM) NORTH OF BIRNAMWOOD AND 1.2 MI (1.9 KM) NORTHEAST OF
 DP1758'ELAND.
 DP1758'
 DP1758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1758'HIGHWAY OO, LOCATED APPROXIMATELY 0.5 MI (0.8 KM) EAST OF THE VILLAGE
 DP1758'OF ELAND, GO NORTH FOR 1.05 MI (1.7 KM) TO NORRIE ROAD ON THE LEFT AND
 DP1758'ORIOLE ROAD ON THE RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 45 FOR 280
 DP1758'FT (85.3 M) TO THE STATION ON THE LEFT.
 DP1758'
 DP1758'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP1758'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1758'DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND 1 M (3.3 FT) LOWER THAN
 DP1758'THE HIGHWAY PAVEMENT.  THE STATION IS 14.0 M (45.9 FT) WEST OF THE
 DP1758'CENTERLINE OF U.S. HIGHWAY 45, 85.6 M (280.8 FT) NORTH OF THE
 DP1758'CENTERLINE OF NORRIE ROAD, 40.8 M (133.9 FT) NORTH-NORTHEAST OF A
 DP1758'TELEPHONE PEDESTAL -1 123- AND LOCATED IN THE CENTER OF A TRIANGLE
 DP1758'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1758'
 DP1758'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1758'DEGREES ABOVE THE HORIZON EXCEPT FOR A RADIO TOWER TO THE WEST
 DP1758'EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND TREES TO THE EAST
 DP1758'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1829 ***********************************************************************
 DP1829  DESIGNATION -  5V18
 DP1829  PID         -  DP1829
 DP1829  STATE/COUNTY-  WI/SHAWANO
 DP1829  COUNTRY     -  US
 DP1829  USGS QUAD   -  BIRNAMWOOD (2018)
 DP1829
 DP1829                         *CURRENT SURVEY CONTROL
 DP1829  ______________________________________________________________________
 DP1829* NAD 83(1986) POSITION- 44 55 42.5    (N) 089 12 27.9    (W)   HD_HELD2
 DP1829* NAVD 88 ORTHO HEIGHT -   390.973 (meters)     1282.72  (feet) ADJUSTED
 DP1829  ______________________________________________________________________
 DP1829  GEOID HEIGHT    -        -35.503 (meters)                     GEOID18
 DP1829  DYNAMIC HEIGHT  -        390.911 (meters)     1282.51  (feet) COMP
 DP1829  MODELED GRAVITY -    980,445.6   (mgal)                       NAVD 88
 DP1829
 DP1829  VERT ORDER      -  SECOND    CLASS I
 DP1829
 DP1829.The horizontal coordinates were established by autonomous hand held GPS
 DP1829.observations and have an estimated accuracy of +/- 10 meters.
 DP1829
 DP1829.The orthometric height was determined by differential leveling and
 DP1829.adjusted by the NATIONAL GEODETIC SURVEY
 DP1829.in February 2017.
 DP1829
 DP1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1829.GEOID18 height accuracy estimate available here.
 DP1829
 DP1829.Click photographs - Photos may exist for this station.
 DP1829
 DP1829.The dynamic height is computed by dividing the NAVD 88
 DP1829.geopotential number by the normal gravity value computed on the
 DP1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1829.degrees latitude (g = 980.6199 gals.).
 DP1829
 DP1829.The modeled gravity was interpolated from observed gravity values.
 DP1829
 DP1829;                    North         East    Units  Estimated Accuracy
 DP1829;SPC WI C     -   121,996.      662,539.      MT  (+/- 10 meters HH2 GPS)
 DP1829
 DP1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2577877375(NAD 83)
 DP1829
 DP1829                          SUPERSEDED SURVEY CONTROL
 DP1829
 DP1829  NAVD 88 (03/19/14)  390.975  (m)         1282.72   (f) SUPERSEDED  2 1
 DP1829
 DP1829.Superseded values are not recommended for survey control.
 DP1829
 DP1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1829.See file dsdata.pdf to determine how the superseded data were derived.
 DP1829
 DP1829_MARKER: DD = SURVEY DISK
 DP1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1829_STAMPING: 5V18 2012
 DP1829_MARK LOGO: WIDT
 DP1829_PROJECTION: FLUSH
 DP1829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1829+STABILITY: SURFACE MOTION
 DP1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1829+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2013
 DP1829
 DP1829  HISTORY     - Date     Condition        Report By
 DP1829  HISTORY     - 2012     MONUMENTED       WIDT
 DP1829  HISTORY     - 20130807 GOOD             WIDT
 DP1829
 DP1829                          STATION DESCRIPTION
 DP1829
 DP1829'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1829'THE STATION IS LOCATED APPROXIMATELY 16.5 MI (26.5 KM) SOUTHEAST OF
 DP1829'MERRILL, 11.2 MI (18.0 KM) SOUTHWEST OF ANTIGO AND 9.4 MI (15.1 KM)
 DP1829'NORTHWEST OF ANIWA.
 DP1829'
 DP1829'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1829'HIGHWAY NORTH, LOCATED ON THE SOUTHEAST SIDE OF THE VILLAGE OF
 DP1829'BIRNAMWOOD, GO WEST ON STATE ROAD FOR 700 FT (213.4 M) TO THE STATION
 DP1829'ON THE LEFT.
 DP1829'
 DP1829'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1829'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1829'DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.2 M
 DP1829'(0.7 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 11.1 M (36.4
 DP1829'FT) SOUTH OF THE CENTERLINE OF STATE ROAD, 21.3 M (69.9 FT) EAST OF
 DP1829'THE EXTENDED CENTERLINE OF RAILROAD STREET, 22.4 M (73.5 FT) WEST OF A
 DP1829'POWER POLE -20879- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1829'THREE WHITE PLASTIC WITNESS POSTS.
 DP1829'
 DP1829'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTHEAST EXTENDING TO
 DP1829'25 DEGREES ABOVE THE HORIZON, A POWER POLE TO THE EAST EXTENDING TO 30
 DP1829'DEGREES ABOVE THE HORIZON AND A POWER POLE TO THE WEST EXTENDING TO 30
 DP1829'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1756 ***********************************************************************
 DP1756  DESIGNATION -  5V19
 DP1756  PID         -  DP1756
 DP1756  STATE/COUNTY-  WI/SHAWANO
 DP1756  COUNTRY     -  US
 DP1756  USGS QUAD   -  BIRNAMWOOD (2018)
 DP1756
 DP1756                         *CURRENT SURVEY CONTROL
 DP1756  ______________________________________________________________________
 DP1756* NAD 83(1986) POSITION- 44 56 52.3    (N) 089 12 13.6    (W)   HD_HELD2
 DP1756* NAVD 88 ORTHO HEIGHT -   403.595 (meters)     1324.13  (feet) ADJUSTED
 DP1756  ______________________________________________________________________
 DP1756  GEOID HEIGHT    -        -35.438 (meters)                     GEOID18
 DP1756  DYNAMIC HEIGHT  -        403.531 (meters)     1323.92  (feet) COMP
 DP1756  MODELED GRAVITY -    980,447.2   (mgal)                       NAVD 88
 DP1756
 DP1756  VERT ORDER      -  SECOND    CLASS I
 DP1756
 DP1756.The horizontal coordinates were established by autonomous hand held GPS
 DP1756.observations and have an estimated accuracy of +/- 10 meters.
 DP1756
 DP1756.The orthometric height was determined by differential leveling and
 DP1756.adjusted by the NATIONAL GEODETIC SURVEY
 DP1756.in February 2017.
 DP1756
 DP1756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1756.GEOID18 height accuracy estimate available here.
 DP1756
 DP1756.Click photographs - Photos may exist for this station.
 DP1756
 DP1756.The dynamic height is computed by dividing the NAVD 88
 DP1756.geopotential number by the normal gravity value computed on the
 DP1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1756.degrees latitude (g = 980.6199 gals.).
 DP1756
 DP1756.The modeled gravity was interpolated from observed gravity values.
 DP1756
 DP1756;                    North         East    Units  Estimated Accuracy
 DP1756;SPC WI C     -   124,153.      662,832.      MT  (+/- 10 meters HH2 GPS)
 DP1756
 DP1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2615179521(NAD 83)
 DP1756
 DP1756                          SUPERSEDED SURVEY CONTROL
 DP1756
 DP1756  NAVD 88 (03/19/14)  403.597  (m)         1324.13   (f) SUPERSEDED  2 1
 DP1756
 DP1756.Superseded values are not recommended for survey control.
 DP1756
 DP1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1756.See file dsdata.pdf to determine how the superseded data were derived.
 DP1756
 DP1756_MARKER: DD = SURVEY DISK
 DP1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1756_STAMPING: 5V19 2012
 DP1756_MARK LOGO: WIDT
 DP1756_PROJECTION: FLUSH
 DP1756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1756+STABILITY: SURFACE MOTION
 DP1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1756+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2013
 DP1756
 DP1756  HISTORY     - Date     Condition        Report By
 DP1756  HISTORY     - 2012     MONUMENTED       WIDT
 DP1756  HISTORY     - 20130708 GOOD             WIDT
 DP1756
 DP1756                          STATION DESCRIPTION
 DP1756
 DP1756'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1756'THE STATION IS LOCATED APPROXIMATELY 8.8 MI (14.2 KM) NORTHEAST OF
 DP1756'MATTOON, 4.2 MI (6.8 KM) NORTH-NORTHWEST OF ANIWA AND 1.05 MI (1.7 KM)
 DP1756'NORTH-NORTHEAST OF BIRNAMWOOD.
 DP1756'
 DP1756'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1756'HIGHWAY NORTH, LOCATED ON THE SOUTHEAST SIDE OF THE VILLAGE OF
 DP1756'BIRNAMWOOD, GO NORTH ON U.S. HIGHWAY 45 FOR 1.0 MI (1.6 KM) TO REW
 DP1756'LANE ON THE LEFT AND CHURCH ROAD ON THE RIGHT.  CONTINUE NORTH ON U.S.
 DP1756'HIGHWAY 45 FOR 0.35 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DP1756'
 DP1756'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP1756'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1756'DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.6 M
 DP1756'(2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.3 M (46.9
 DP1756'FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45, 244 M (800.5 FT) SOUTH
 DP1756'OF CHICKADEE LANE, 34.1 M (111.9 FT) SOUTH OF THE EXTENDED CENTERLINE
 DP1756'OF A DRIVEWAY -N9847-, 28 M (91.9 FT) SOUTH-SOUTHWEST OF A UTILITY
 DP1756'PEDESTAL -1176- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1756'THREE WHITE PLASTIC WITNESS POSTS.
 DP1756'
 DP1756'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1756'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1755 ***********************************************************************
 DP1755  DESIGNATION -  5V20
 DP1755  PID         -  DP1755
 DP1755  STATE/COUNTY-  WI/SHAWANO
 DP1755  COUNTRY     -  US
 DP1755  USGS QUAD   -  BIRNAMWOOD (2018)
 DP1755
 DP1755                         *CURRENT SURVEY CONTROL
 DP1755  ______________________________________________________________________
 DP1755* NAD 83(1986) POSITION- 44 58 37.0    (N) 089 12 16.6    (W)   HD_HELD2
 DP1755* NAVD 88 ORTHO HEIGHT -   416.037 (meters)     1364.95  (feet) ADJUSTED
 DP1755  ______________________________________________________________________
 DP1755  GEOID HEIGHT    -        -35.322 (meters)                     GEOID18
 DP1755  DYNAMIC HEIGHT  -        415.972 (meters)     1364.73  (feet) COMP
 DP1755  MODELED GRAVITY -    980,449.4   (mgal)                       NAVD 88
 DP1755
 DP1755  VERT ORDER      -  SECOND    CLASS I
 DP1755
 DP1755.The horizontal coordinates were established by autonomous hand held GPS
 DP1755.observations and have an estimated accuracy of +/- 10 meters.
 DP1755
 DP1755.The orthometric height was determined by differential leveling and
 DP1755.adjusted by the NATIONAL GEODETIC SURVEY
 DP1755.in February 2017.
 DP1755
 DP1755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1755.GEOID18 height accuracy estimate available here.
 DP1755
 DP1755.Click photographs - Photos may exist for this station.
 DP1755
 DP1755.The dynamic height is computed by dividing the NAVD 88
 DP1755.geopotential number by the normal gravity value computed on the
 DP1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1755.degrees latitude (g = 980.6199 gals.).
 DP1755
 DP1755.The modeled gravity was interpolated from observed gravity values.
 DP1755
 DP1755;                    North         East    Units  Estimated Accuracy
 DP1755;SPC WI C     -   127,384.      662,734.      MT  (+/- 10 meters HH2 GPS)
 DP1755
 DP1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2617382753(NAD 83)
 DP1755
 DP1755                          SUPERSEDED SURVEY CONTROL
 DP1755
 DP1755  NAVD 88 (03/19/14)  416.040  (m)         1364.96   (f) SUPERSEDED  2 1
 DP1755
 DP1755.Superseded values are not recommended for survey control.
 DP1755
 DP1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1755.See file dsdata.pdf to determine how the superseded data were derived.
 DP1755
 DP1755_MARKER: DD = SURVEY DISK
 DP1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1755_STAMPING: 5V20 2012
 DP1755_MARK LOGO: WIDT
 DP1755_PROJECTION: FLUSH
 DP1755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1755+STABILITY: SURFACE MOTION
 DP1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1755+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2013
 DP1755
 DP1755  HISTORY     - Date     Condition        Report By
 DP1755  HISTORY     - 2012     MONUMENTED       WIDT
 DP1755  HISTORY     - 20130709 GOOD             WIDT
 DP1755
 DP1755                          STATION DESCRIPTION
 DP1755
 DP1755'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1755'THE STATION IS LOCATED APPROXIMATELY 8.1 MI (13.0 KM) WEST-SOUTHWEST
 DP1755'OF MATTOON, 3.0 MI (4.8 KM) NORTH-NORTHEAST OF BIRNAMWOOD AND 2.2 MI
 DP1755'(3.5 KM) NORTH-NORTHWEST OF ANIWA.
 DP1755'
 DP1755'TO REACH THE STATION FROM THE JUNCTION OF U.S.HWY 45 WITH COUNTY
 DP1755'HIGHWAY NORTH, LOCATED ON THE SOUTHEAST SIDE OF THE VILLAGE OF
 DP1755'BIRNAMWOOD, GO NORTH ON U.S. HIGHWAY 45 FOR 3.0 MI (4.8 KM) TO SWALLOW
 DP1755'ROAD ON THE LEFT AND HILL ROAD ON THE RIGHT.  CONTINUE NORTH ON U.S.
 DP1755'HIGHWAY 45 FOR 0.35 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DP1755'
 DP1755'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP1755'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1755'DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY LEVEL
 DP1755'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 20.4 M (66.9 FT) EAST OF
 DP1755'THE CENTERLINE OF U.S. HIGHWAY 45, 14.3 M (46.9 FT) SOUTH OF THE
 DP1755'EXTENDED CENTERLINE OF A DRIVEWAY -N10646-, 5.2 M (17.1 FT) SOUTHWEST
 DP1755'OF A POWER POLE -29 11 20- AND 0.3 M (1.0 FT) WEST OF A WHITE PLASTIC
 DP1755'WITNESS POST.
 DP1755'
 DP1755'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1755'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE NORTHEAST
 DP1755'WHICH EXTENDS TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1754 ***********************************************************************
 DP1754  DESIGNATION -  5V21
 DP1754  PID         -  DP1754
 DP1754  STATE/COUNTY-  WI/SHAWANO
 DP1754  COUNTRY     -  US
 DP1754  USGS QUAD   -  ANIWA (2018)
 DP1754
 DP1754                         *CURRENT SURVEY CONTROL
 DP1754  ______________________________________________________________________
 DP1754* NAD 83(1986) POSITION- 45 00 11.2    (N) 089 12 16.6    (W)   HD_HELD2
 DP1754* NAVD 88 ORTHO HEIGHT -   427.740 (meters)     1403.34  (feet) ADJUSTED
 DP1754  ______________________________________________________________________
 DP1754  GEOID HEIGHT    -        -35.215 (meters)                     GEOID18
 DP1754  DYNAMIC HEIGHT  -        427.675 (meters)     1403.13  (feet) COMP
 DP1754  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 DP1754
 DP1754  VERT ORDER      -  SECOND    CLASS I
 DP1754
 DP1754.The horizontal coordinates were established by autonomous hand held GPS
 DP1754.observations and have an estimated accuracy of +/- 10 meters.
 DP1754
 DP1754.The orthometric height was determined by differential leveling and
 DP1754.adjusted by the NATIONAL GEODETIC SURVEY
 DP1754.in February 2017.
 DP1754
 DP1754.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1754.GEOID18 height accuracy estimate available here.
 DP1754
 DP1754.Click photographs - Photos may exist for this station.
 DP1754
 DP1754.The dynamic height is computed by dividing the NAVD 88
 DP1754.geopotential number by the normal gravity value computed on the
 DP1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1754.degrees latitude (g = 980.6199 gals.).
 DP1754
 DP1754.The modeled gravity was interpolated from observed gravity values.
 DP1754
 DP1754;                    North         East    Units  Estimated Accuracy
 DP1754;SPC WI C     -   130,292.      662,706.      MT  (+/- 10 meters HH2 GPS)
 DP1754
 DP1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2625285660(NAD 83)
 DP1754
 DP1754                          SUPERSEDED SURVEY CONTROL
 DP1754
 DP1754  NAVD 88 (03/19/14)  427.744  (m)         1403.36   (f) SUPERSEDED  2 1
 DP1754
 DP1754.Superseded values are not recommended for survey control.
 DP1754
 DP1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1754.See file dsdata.pdf to determine how the superseded data were derived.
 DP1754
 DP1754_MARKER: DD = SURVEY DISK
 DP1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1754_STAMPING: 5V21 2012
 DP1754_MARK LOGO: WIDT
 DP1754_PROJECTION: FLUSH
 DP1754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1754+STABILITY: SURFACE MOTION
 DP1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1754+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2013
 DP1754
 DP1754  HISTORY     - Date     Condition        Report By
 DP1754  HISTORY     - 2012     MONUMENTED       WIDT
 DP1754  HISTORY     - 20130709 GOOD             WIDT
 DP1754
 DP1754                          STATION DESCRIPTION
 DP1754
 DP1754'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1754'THE STATION IS LOCATED APPROXIMATELY 9.9 MI (15.9 KM) WEST-SOUTHWEST
 DP1754'OF PHLOX, 9.8 MI (15.8 KM) SOUTH-SOUTHWEST OF ANTIGO AND 0.6 MI (1.0
 DP1754'KM) SOUTHEAST OF ANIWA.
 DP1754'
 DP1754'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1754'HIGHWAY Z EAST, JUST NORTHEAST OF THE VILLAGE OF ANIWA, GO SOUTH ON
 DP1754'U.S. HIGHWAY 45 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DP1754'
 DP1754'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1754'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1754'INCH) DIAMETER CONCRETE POST, 11.6 M (38.1 FT) WEST OF THE CENTERLINE
 DP1754'OF U.S. HIGHWAY 45, 36 M (118.1 FT) NORTHEAST OF POWER POLE NUMBER 29
 DP1754'11 7 47/15, 29.3 M (96.1 FT) SOUTHEAST OF POWER POLE NUMBER 29 11 7.4
 DP1754'47/20 AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP1754'PLASTIC WITNESS POSTS.
 DP1754'
 DP1754'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1754'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH AND TO THE
 DP1754'SOUTHWEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND A POWER LINE
 DP1754'NEARLY DIRECTLY OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4873 ***********************************************************************
 DJ4873  DESIGNATION -  5V90
 DJ4873  PID         -  DJ4873
 DJ4873  STATE/COUNTY-  WI/WAUPACA
 DJ4873  COUNTRY     -  US
 DJ4873  USGS QUAD   -  IOLA (2018)
 DJ4873
 DJ4873                         *CURRENT SURVEY CONTROL
 DJ4873  ______________________________________________________________________
 DJ4873* NAD 83(1986) POSITION- 44 35 45.69   (N) 089 12 31.09   (W)   HD_HELD1
 DJ4873* NAVD 88 ORTHO HEIGHT -   319.288 (meters)     1047.53  (feet) ADJUSTED
 DJ4873  ______________________________________________________________________
 DJ4873  GEOID HEIGHT    -        -36.199 (meters)                     GEOID18
 DJ4873  DYNAMIC HEIGHT  -        319.230 (meters)     1047.34  (feet) COMP
 DJ4873  MODELED GRAVITY -    980,428.5   (mgal)                       NAVD 88
 DJ4873
 DJ4873  VERT ORDER      -  SECOND    CLASS I
 DJ4873
 DJ4873.The horizontal coordinates were determined by differentially corrected
 DJ4873.hand held GPS observations or other comparable positioning techniques
 DJ4873.and have an estimated accuracy of +/- 3 meters.
 DJ4873
 DJ4873.The orthometric height was determined by differential leveling and
 DJ4873.adjusted by the WI DEPT OF TRANSP
 DJ4873.in May 2012.
 DJ4873
 DJ4873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4873.GEOID18 height accuracy estimate available here.
 DJ4873
 DJ4873.Click photographs - Photos may exist for this station.
 DJ4873
 DJ4873.The dynamic height is computed by dividing the NAVD 88
 DJ4873.geopotential number by the normal gravity value computed on the
 DJ4873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4873.degrees latitude (g = 980.6199 gals.).
 DJ4873
 DJ4873.The modeled gravity was interpolated from observed gravity values.
 DJ4873
 DJ4873;                    North         East    Units  Estimated Accuracy
 DJ4873;SPC WI C     -    85,054.9     662,829.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4873
 DJ4873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2470640448(NAD 83)
 DJ4873
 DJ4873                          SUPERSEDED SURVEY CONTROL
 DJ4873
 DJ4873  NAVD 88 (07/08/08)  319.265  (m)         1047.46   (f) SUPERSEDED  2 1
 DJ4873
 DJ4873.Superseded values are not recommended for survey control.
 DJ4873
 DJ4873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4873.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4873
 DJ4873_MARKER: DD = SURVEY DISK
 DJ4873_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4873_SP_SET: BRIDGE ABUTMENT
 DJ4873_STAMPING: 5V90 2005
 DJ4873_MARK LOGO: WIDT
 DJ4873_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4873+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DJ4873
 DJ4873  HISTORY     - Date     Condition        Report By
 DJ4873  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4873  HISTORY     - 20060516 GOOD             WIDT
 DJ4873  HISTORY     - 20101019 GOOD             WIDT
 DJ4873
 DJ4873                          STATION DESCRIPTION
 DJ4873
 DJ4873'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4873'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 WITH COUNTY
 DJ4873'C TO THE EAST AND KRANSKI ROAD TO THE WEST ABOUT 5 MI (8.0 KM)
 DJ4873'SOUTHEAST OF THE VILLAGE OF ROSHOLT, GO SOUTH ON STATE HIGHWAY 49 FOR
 DJ4873'0.8 MI (1.3 KM) TO A BRIDGE OVER FLUME CREEK AND THE STATION ON THE
 DJ4873'LEFT.
 DJ4873'
 DJ4873'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4873'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF EAST END OF THE
 DJ4873'NORTH ABUTMENT OF THE BRIDGE --B-68-119--, ABOUT LEVEL WITH THE
 DJ4873'HIGHWAY PAVEMENT,
 DJ4873'
 DJ4873'6.5 M (21.3 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 49.
 DJ4873'---NOTE---NO WITNESS POST SET WITH THE STATION.
 DJ4873
 DJ4873                          STATION RECOVERY (2010)
 DJ4873
 DJ4873'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4873'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.1 M SOUTH OF A
 DJ4873'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2662 ***********************************************************************
 DL2662  DESIGNATION -  5W33
 DL2662  PID         -  DL2662
 DL2662  STATE/COUNTY-  WI/SHAWANO
 DL2662  COUNTRY     -  US
 DL2662  USGS QUAD   -  MARION (2018)
 DL2662
 DL2662                         *CURRENT SURVEY CONTROL
 DL2662  ______________________________________________________________________
 DL2662* NAD 83(1986) POSITION- 44 43 19.63   (N) 088 53 27.13   (W)   HD_HELD1
 DL2662* NAVD 88 ORTHO HEIGHT -   274.816 (meters)      901.63  (feet) ADJUSTED
 DL2662  ______________________________________________________________________
 DL2662  GEOID HEIGHT    -        -36.263 (meters)                     GEOID18
 DL2662  DYNAMIC HEIGHT  -        274.774 (meters)      901.49  (feet) COMP
 DL2662  MODELED GRAVITY -    980,458.2   (mgal)                       NAVD 88
 DL2662
 DL2662  VERT ORDER      -  SECOND    CLASS I
 DL2662
 DL2662.The horizontal coordinates were determined by differentially corrected
 DL2662.hand held GPS observations or other comparable positioning techniques
 DL2662.and have an estimated accuracy of +/- 3 meters.
 DL2662
 DL2662.The orthometric height was determined by differential leveling and
 DL2662.adjusted by the WI DEPT OF TRANSP
 DL2662.in May 2012.
 DL2662
 DL2662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2662.GEOID18 height accuracy estimate available here.
 DL2662
 DL2662.Click photographs - Photos may exist for this station.
 DL2662
 DL2662.The dynamic height is computed by dividing the NAVD 88
 DL2662.geopotential number by the normal gravity value computed on the
 DL2662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2662.degrees latitude (g = 980.6199 gals.).
 DL2662
 DL2662.The modeled gravity was interpolated from observed gravity values.
 DL2662
 DL2662;                    North         East    Units  Estimated Accuracy
 DL2662;SPC WI C     -    99,360.4     687,865.5     MT  (+/- 3 meters HH1 GPS) 
 DL2662
 DL2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5025153821(NAD 83)
 DL2662
 DL2662                          SUPERSEDED SURVEY CONTROL
 DL2662
 DL2662.No superseded survey control is available for this station.
 DL2662
 DL2662_MARKER: DD = SURVEY DISK
 DL2662_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL2662_SP_SET: ABUTMENT
 DL2662_STAMPING: 5W33 2007
 DL2662_MARK LOGO: WIDT
 DL2662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2662+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2013
 DL2662
 DL2662  HISTORY     - Date     Condition        Report By
 DL2662  HISTORY     - 2007     MONUMENTED       WIDT
 DL2662  HISTORY     - 20080916 GOOD             WIDT
 DL2662  HISTORY     - 20130625 GOOD             WIDT
 DL2662
 DL2662                          STATION DESCRIPTION
 DL2662
 DL2662'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2662'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M (MAIN
 DL2662'STREET) WITH COUNTY HIGHWAY G (MILL STREET) IN THE COMMUNITY OF
 DL2662'CAROLINE APPROXIMATELY 3.5 MI (5.6 KM) NORTH-NORTHWEST OF THE CITY OF
 DL2662'MARION, GO NORTH ON COUNTY HIGHWAY G (MILL STREET) FOR 0.1 MILE TO
 DL2662'BRIDGE --B-58-2-48-- OVER THE MIDDLE BRANCH OF THE EMBARRASS RIVER AND
 DL2662'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2662'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2662'STAMPED --5W33 2007-- SET IN A DRILL HOLE IN THE TOP OF THE EAST END
 DL2662'OF THE SOUTH BRIDGE ABUTMENT APPROXIMATELY 0.3 M (1.0 FT) ABOVE THE
 DL2662'HIGHWAY PAVEMENT.  THE STATION IS 4.4 M (14.4 FT) EAST OF THE
 DL2662'CENTERLINE OF COUNTY HIGHWAY G (MILL STREET), 0.7 M (2.3 FT) NORTHWEST
 DL2662'OF A --MIDDLE BRANCH EMBARRASS-- METAL SIGN POST, AND 0.6 M (2.0 FT)
 DL2662'NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DL2662'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2662'HORIZON.
 DL2662
 DL2662                          STATION RECOVERY (2013)
 DL2662
 DL2662'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DL2662'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2661 ***********************************************************************
 DL2661  DESIGNATION -  5W34
 DL2661  PID         -  DL2661
 DL2661  STATE/COUNTY-  WI/SHAWANO
 DL2661  COUNTRY     -  US
 DL2661  USGS QUAD   -  MARION (2018)
 DL2661
 DL2661                         *CURRENT SURVEY CONTROL
 DL2661  ______________________________________________________________________
 DL2661* NAD 83(1986) POSITION- 44 44 29.01   (N) 088 53 55.14   (W)   HD_HELD1
 DL2661* NAVD 88 ORTHO HEIGHT -   292.792 (meters)      960.60  (feet) ADJUSTED
 DL2661  ______________________________________________________________________
 DL2661  GEOID HEIGHT    -        -36.234 (meters)                     GEOID18
 DL2661  DYNAMIC HEIGHT  -        292.747 (meters)      960.45  (feet) COMP
 DL2661  MODELED GRAVITY -    980,458.1   (mgal)                       NAVD 88
 DL2661
 DL2661  VERT ORDER      -  SECOND    CLASS I
 DL2661
 DL2661.The horizontal coordinates were determined by differentially corrected
 DL2661.hand held GPS observations or other comparable positioning techniques
 DL2661.and have an estimated accuracy of +/- 3 meters.
 DL2661
 DL2661.The orthometric height was determined by differential leveling and
 DL2661.adjusted by the NATIONAL GEODETIC SURVEY
 DL2661.in February 2017.
 DL2661
 DL2661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2661.GEOID18 height accuracy estimate available here.
 DL2661
 DL2661.Click photographs - Photos may exist for this station.
 DL2661
 DL2661.The dynamic height is computed by dividing the NAVD 88
 DL2661.geopotential number by the normal gravity value computed on the
 DL2661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2661.degrees latitude (g = 980.6199 gals.).
 DL2661
 DL2661.The modeled gravity was interpolated from observed gravity values.
 DL2661
 DL2661;                    North         East    Units  Estimated Accuracy
 DL2661;SPC WI C     -   101,493.3     687,220.1     MT  (+/- 3 meters HH1 GPS) 
 DL2661
 DL2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4968555976(NAD 83)
 DL2661
 DL2661                          SUPERSEDED SURVEY CONTROL
 DL2661
 DL2661  NAVD 88 (03/19/14)  292.792  (m)          960.60   (f) SUPERSEDED  2 1
 DL2661  NAVD 88 (05/08/12)  292.811  (m)          960.66   (f) SUPERSEDED  2 1
 DL2661
 DL2661.Superseded values are not recommended for survey control.
 DL2661
 DL2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2661.See file dsdata.pdf to determine how the superseded data were derived.
 DL2661
 DL2661_MARKER: DD = SURVEY DISK
 DL2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2661_STAMPING: 5W34 2007
 DL2661_MARK LOGO: WIDT
 DL2661_PROJECTION: FLUSH
 DL2661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2661+STABILITY: SURFACE MOTION
 DL2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2661+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2013
 DL2661
 DL2661  HISTORY     - Date     Condition        Report By
 DL2661  HISTORY     - 2008     MONUMENTED       WIDT
 DL2661  HISTORY     - 20080917 GOOD             WIDT
 DL2661  HISTORY     - 20130624 GOOD             WIDT
 DL2661
 DL2661                          STATION DESCRIPTION
 DL2661
 DL2661'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2661'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M (MAIN
 DL2661'STREET) WITH COUNTY HIGHWAY G (MILL STREET) IN THE COMMUNITY OF
 DL2661'CAROLINE APPROXIMATELY 3.5 MI (5.6 KM) NORTH-NORTHWEST OF THE CITY OF
 DL2661'MARION, GO NORTH ON COUNTY HIGHWAY G (MILL STREET) FOR 1.6 MI (2.6 KM)
 DL2661'TO MERKLE ROAD LEFT, HOMESTEAD ROAD RIGHT, AND THE STATION IN THE
 DL2661'NORTHEAST QUADRANT ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2661'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2661'STAMPED --5W34 2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DL2661'CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2661'APPROXIMATELY 1.5 M (4.9 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION
 DL2661'IS 17.5 NORTH OF THE CENTERLINE OF HOMESTEAD ROAD, 18.5 M (60.7 FT)
 DL2661'EAST OF THE CENTERLINE OF COUNTY HIGHWAY G, 23.4 M (76.8 FT) WEST OF
 DL2661'TELEPHONE PEDESTAL --CAR L1 54-- ADJACENT TO A YELLOW METAL
 DL2661'RIGHT-OF-WAY POST, 11.3 M (37.1 FT) NORTHEAST OF A --STOP-- SIGN METAL
 DL2661'POST, 9.3 M (30.5 FT) NORTH-NORTHEAST OF THE TOP CENTER OF THE NORTH
 DL2661'END OF A 60-CM (24 INCH) DIAMETER METAL PIPE CULVERT, AND 1.0 M (3.3
 DL2661'FT) NORTH, 1.0 M (3.3 FT) SOUTHEAST, AND 1.0 M (3.3 FT) SOUTHWEST OF
 DL2661'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DL2661'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2661'HORIZON.
 DL2661
 DL2661                          STATION RECOVERY (2013)
 DL2661
 DL2661'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DL2661'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2659 ***********************************************************************
 DL2659  DESIGNATION -  5W36
 DL2659  PID         -  DL2659
 DL2659  STATE/COUNTY-  WI/SHAWANO
 DL2659  COUNTRY     -  US
 DL2659  USGS QUAD   -  BOWLER (2018)
 DL2659
 DL2659                         *CURRENT SURVEY CONTROL
 DL2659  ______________________________________________________________________
 DL2659* NAD 83(2011) POSITION- 44 47 23.70739(N) 088 53 06.32065(W)   ADJUSTED
 DL2659* NAD 83(2011) ELLIP HT-   250.802 (meters)        (04/14/17)   ADJUSTED
 DL2659* NAD 83(2011) EPOCH   -  2010.00
 DL2659* NAVD 88 ORTHO HEIGHT -   286.968 (meters)      941.49  (feet) ADJUSTED
 DL2659  ______________________________________________________________________
 DL2659  GEOID HEIGHT    -        -36.169 (meters)                     GEOID18
 DL2659  NAD 83(2011) X  -     88,225.737 (meters)                     COMP
 DL2659  NAD 83(2011) Y  - -4,533,388.466 (meters)                     COMP
 DL2659  NAD 83(2011) Z  -  4,470,986.564 (meters)                     COMP
 DL2659  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 DL2659  DYNAMIC HEIGHT  -        286.925 (meters)      941.35  (feet) COMP
 DL2659  MODELED GRAVITY -    980,460.8   (mgal)                       NAVD 88
 DL2659
 DL2659  VERT ORDER      -  SECOND    CLASS I
 DL2659
 DL2659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2659  Standards:
 DL2659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2659  -------------------------------------------------------------------
 DL2659  NETWORK    0.58   0.78           0.26   0.21   0.40      0.05605893
 DL2659  -------------------------------------------------------------------
 DL2659  Click here for local accuracies and other accuracy information.
 DL2659
 DL2659.The horizontal coordinates were established by GPS observations
 DL2659.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2659
 DL2659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2659.been affixed to the stable North American tectonic plate. See 
 DL2659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2659
 DL2659.The horizontal coordinates are valid at the epoch date displayed above
 DL2659.which is a decimal equivalence of Year/Month/Day.
 DL2659
 DL2659.The orthometric height was determined by differential leveling and
 DL2659.adjusted by the WI DEPT OF TRANSP
 DL2659.in May 2012.
 DL2659
 DL2659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2659.GEOID18 height accuracy estimate available here.
 DL2659
 DL2659.Click photographs - Photos may exist for this station.
 DL2659
 DL2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2659
 DL2659.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2659
 DL2659.The ellipsoidal height was determined by GPS observations
 DL2659.and is referenced to NAD 83.
 DL2659
 DL2659.The dynamic height is computed by dividing the NAVD 88
 DL2659.geopotential number by the normal gravity value computed on the
 DL2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2659.degrees latitude (g = 980.6199 gals.).
 DL2659
 DL2659.The modeled gravity was interpolated from observed gravity values.
 DL2659
 DL2659. The following values were computed from the NAD 83(2011) position.
 DL2659
 DL2659;                    North         East     Units Scale Factor Converg.
 DL2659;SPC WI C     -   106,899.837   688,219.938   MT  0.99994183   +0 47 12.0
 DL2659;SPC WI C     -   350,720.55  2,257,934.91   sFT  0.99994183   +0 47 12.0
 DL2659;UTM  16      - 4,961,341.964   350,883.981   MT  0.99987343   -1 19 41.9
 DL2659
 DL2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2659!SPC WI C     -   0.99996068  x   0.99994183  =   0.99990251
 DL2659!UTM  16      -   0.99996068  x   0.99987343  =   0.99983411
 DL2659
 DL2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5088361341(NAD 83)
 DL2659
 DL2659                          SUPERSEDED SURVEY CONTROL
 DL2659
 DL2659  NAD 83(2007)-  44 47 23.70732(N)    088 53 06.32185(W) AD(2002.00) 1
 DL2659  ELLIP H (04/03/12)  250.831  (m)                       GP(2002.00) 4 1
 DL2659
 DL2659.Superseded values are not recommended for survey control.
 DL2659
 DL2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2659.See file dsdata.pdf to determine how the superseded data were derived.
 DL2659
 DL2659_MARKER: DD = SURVEY DISK
 DL2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2659_STAMPING: 5W36 2007
 DL2659_MARK LOGO: WIDT
 DL2659_PROJECTION: FLUSH
 DL2659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2659+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DL2659
 DL2659  HISTORY     - Date     Condition        Report By
 DL2659  HISTORY     - 2008     MONUMENTED       WIDT
 DL2659  HISTORY     - 20081119 GOOD             WIDT
 DL2659  HISTORY     - 20130627 GOOD             WIDT
 DL2659  HISTORY     - 20150201 GOOD             WIDT
 DL2659
 DL2659                          STATION DESCRIPTION
 DL2659
 DL2659'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2659'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL2659'HIGHWAY D SOUTH AND ROCK ROAD NORTH APPROXIMATELY 2 MI (3.2 KM)
 DL2659'NORTHWEST OF THE COMMUNITY OF LEOPOLIS, GO SOUTH ON COUNTY HIGHWAY D
 DL2659'FOR 0.5 MILE TO ZIMDARS ROAD RIGHT, TURN RIGHT AND GO WEST ON ZIMDARS
 DL2659'ROAD FOR 0.37 MILE TO THE STATION ON THE RIGHT.  THE STATION IS A
 DL2659'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DL2659'STATION DISK STAMPED --5W36 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2659'DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2659'APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.0 M
 DL2659'(26.2 FT) NORTH OF THE CENTERLINE OF ZIMDARS ROAD, 0.68 MILE EAST OF
 DL2659'COUNTY HIGHWAY G, APPROXIMATELY 105 M (344.5 FT) EAST OF THE EXTENDED
 DL2659'CENTERLINE OF PRIVATE ENTRANCE --W12599--, 52.5 M (172.2 FT) WEST OF
 DL2659'THE CENTERLINE OF A FIELD ENTRANCE, 42.5 M (139.4 FT) NORTHWEST OF
 DL2659'POWER POLE --27-13-26 37/26--, 33.4 M (109.6 FT) NORTHEAST OF POWER
 DL2659'POLE --27-13-26 34/26--, 2 M (6.6 FT) SOUTH OF A CULTIVATED FIELD, AND
 DL2659'1.0 M (3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHWEST, AND 1.0 M (3.3 FT)
 DL2659'SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.  ---NOTE---THIS
 DL2659'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DL2659'ABOVE THE HORIZON.
 DL2659
 DL2659                          STATION RECOVERY (2013)
 DL2659
 DL2659'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DL2659'RECOVERED AS DESCRIBED.
 DL2659
 DL2659                          STATION RECOVERY (2015)
 DL2659
 DL2659'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2659'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2658 ***********************************************************************
 DL2658  DESIGNATION -  5W37
 DL2658  PID         -  DL2658
 DL2658  STATE/COUNTY-  WI/SHAWANO
 DL2658  COUNTRY     -  US
 DL2658  USGS QUAD   -  BOWLER (2018)
 DL2658
 DL2658                         *CURRENT SURVEY CONTROL
 DL2658  ______________________________________________________________________
 DL2658* NAD 83(1986) POSITION- 44 48 32.17   (N) 088 52 43.36   (W)   HD_HELD1
 DL2658* NAVD 88 ORTHO HEIGHT -   294.226 (meters)      965.31  (feet) ADJUSTED
 DL2658  ______________________________________________________________________
 DL2658  GEOID HEIGHT    -        -36.141 (meters)                     GEOID18
 DL2658  DYNAMIC HEIGHT  -        294.182 (meters)      965.16  (feet) COMP
 DL2658  MODELED GRAVITY -    980,462.1   (mgal)                       NAVD 88
 DL2658
 DL2658  VERT ORDER      -  SECOND    CLASS I
 DL2658
 DL2658.The horizontal coordinates were determined by differentially corrected
 DL2658.hand held GPS observations or other comparable positioning techniques
 DL2658.and have an estimated accuracy of +/- 3 meters.
 DL2658
 DL2658.The orthometric height was determined by differential leveling and
 DL2658.adjusted by the WI DEPT OF TRANSP
 DL2658.in May 2012.
 DL2658
 DL2658.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2658.GEOID18 height accuracy estimate available here.
 DL2658
 DL2658.Click photographs - Photos may exist for this station.
 DL2658
 DL2658.The dynamic height is computed by dividing the NAVD 88
 DL2658.geopotential number by the normal gravity value computed on the
 DL2658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2658.degrees latitude (g = 980.6199 gals.).
 DL2658
 DL2658.The modeled gravity was interpolated from observed gravity values.
 DL2658
 DL2658;                    North         East    Units  Estimated Accuracy
 DL2658;SPC WI C     -   109,019.8     688,695.4     MT  (+/- 3 meters HH1 GPS) 
 DL2658
 DL2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5143763442(NAD 83)
 DL2658
 DL2658                          SUPERSEDED SURVEY CONTROL
 DL2658
 DL2658.No superseded survey control is available for this station.
 DL2658
 DL2658_MARKER: DD = SURVEY DISK
 DL2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2658_STAMPING: 5W37 2007
 DL2658_MARK LOGO: WIDT
 DL2658_PROJECTION: FLUSH
 DL2658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2658+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2008
 DL2658
 DL2658  HISTORY     - Date     Condition        Report By
 DL2658  HISTORY     - 2008     MONUMENTED       WIDT
 DL2658  HISTORY     - 20080918 GOOD             WIDT
 DL2658
 DL2658                          STATION DESCRIPTION
 DL2658
 DL2658'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2658'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL2658'HIGHWAY G EAST APPROXIMATELY 1 MILE SOUTHEAST OF THE COMMUNITY OF
 DL2658'TILLEDA, GO EAST ON COUNTY HIGHWAY G FOR 0.7 MILE TO COUNTY HIGHWAY G
 DL2658'CURVING LEFT AND ROCK ROAD RIGHT, CURVE LEFT AND GO NORTH ON COUNTY
 DL2658'HIGHWAY G FOR 0.32 MILE TO THE STATION ON THE LEFT.  THE STATION IS A
 DL2658'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DL2658'STATION DISK STAMPED --5W37 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2658'DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2658'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.1 M
 DL2658'(23.3 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY G, 0.16 MILE SOUTH
 DL2658'OF BALLPARK ROAD, 31.6 M (103.7 FT) SOUTH OF THE CENTERLINE OF A FIELD
 DL2658'ENTRANCE, 24.4 M (80.1 FT) SOUTHWEST OF A --RIGHT CURVE AHEAD 15 MPH--
 DL2658'WOOD SIGN POST, 20.6 M (67.6 FT) SOUTHWEST OF POWER POLE --27-13-24
 DL2658'-1/44--, 1.5 M (4.9 FT) EAST OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT)
 DL2658'WEST, 1.0 M (3.3 FT) SOUTHEAST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE
 DL2658'WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2658'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2657 ***********************************************************************
 DL2657  DESIGNATION -  5W38
 DL2657  PID         -  DL2657
 DL2657  STATE/COUNTY-  WI/SHAWANO
 DL2657  COUNTRY     -  US
 DL2657  USGS QUAD   -  GRESHAM (2018)
 DL2657
 DL2657                         *CURRENT SURVEY CONTROL
 DL2657  ______________________________________________________________________
 DL2657* NAD 83(1986) POSITION- 44 49 34.97   (N) 088 52 08.65   (W)   HD_HELD1
 DL2657* NAVD 88 ORTHO HEIGHT -   296.077 (meters)      971.38  (feet) ADJUSTED
 DL2657  ______________________________________________________________________
 DL2657  GEOID HEIGHT    -        -36.115 (meters)                     GEOID18
 DL2657  DYNAMIC HEIGHT  -        296.034 (meters)      971.24  (feet) COMP
 DL2657  MODELED GRAVITY -    980,463.8   (mgal)                       NAVD 88
 DL2657
 DL2657  VERT ORDER      -  SECOND    CLASS I
 DL2657
 DL2657.The horizontal coordinates were determined by differentially corrected
 DL2657.hand held GPS observations or other comparable positioning techniques
 DL2657.and have an estimated accuracy of +/- 3 meters.
 DL2657
 DL2657.The orthometric height was determined by differential leveling and
 DL2657.adjusted by the WI DEPT OF TRANSP
 DL2657.in May 2012.
 DL2657
 DL2657.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2657.GEOID18 height accuracy estimate available here.
 DL2657
 DL2657.Click photographs - Photos may exist for this station.
 DL2657
 DL2657.The dynamic height is computed by dividing the NAVD 88
 DL2657.geopotential number by the normal gravity value computed on the
 DL2657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2657.degrees latitude (g = 980.6199 gals.).
 DL2657
 DL2657.The modeled gravity was interpolated from observed gravity values.
 DL2657
 DL2657;                    North         East    Units  Estimated Accuracy
 DL2657;SPC WI C     -   110,968.7     689,431.0     MT  (+/- 3 meters HH1 GPS) 
 DL2657
 DL2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5224465363(NAD 83)
 DL2657
 DL2657                          SUPERSEDED SURVEY CONTROL
 DL2657
 DL2657.No superseded survey control is available for this station.
 DL2657
 DL2657_MARKER: DD = SURVEY DISK
 DL2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2657_STAMPING: 5W38 2007
 DL2657_MARK LOGO: WIDT
 DL2657_PROJECTION: FLUSH
 DL2657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2657+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2008
 DL2657
 DL2657  HISTORY     - Date     Condition        Report By
 DL2657  HISTORY     - 2008     MONUMENTED       WIDT
 DL2657  HISTORY     - 20080918 GOOD             WIDT
 DL2657
 DL2657                          STATION DESCRIPTION
 DL2657
 DL2657'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2657'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL2657'HIGHWAY G EAST APPROXIMATELY 1 MILE SOUTHEAST OF THE COMMUNITY OF
 DL2657'TILLEDA, GO EAST THEN NORTH THEN EAST ON COUNTY HIGHWAY G FOR 1.7 MILE
 DL2657'TO CAMPGROUND ROAD, TURN LEFT AND GO NORTH ON CAMPGROUND ROAD FOR 1.0
 DL2657'MI (1.6 KM) TO BRATZ ROAD RIGHT, CONTINUE NORTH ON CAMPGROUND ROAD FOR
 DL2657'70 M (229.7 FT) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DL2657'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2657'DISK STAMPED --5W38 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2657'DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2657'APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.4 M
 DL2657'(27.6 FT) WEST OF THE CENTERLINE OF CAMPGROUND ROAD, APPROXIMATELY 60
 DL2657'M (196.9 FT) SOUTH OF THE ENTRANCE TO A SAND AND GRAVEL QUARRY, 44 M
 DL2657'(144.4 FT) NORTH OF THE GATED ENTRANCE TO --N6507--, 17.6 M (57.7 FT)
 DL2657'NORTHWEST OF POWER POLE --27-13-12 26/1--, AND 1.0 M (3.3 FT) WEST,
 DL2657'1.0 M (3.3 FT) SOUTHEAST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE
 DL2657'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2657'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2596 ***********************************************************************
 DL2596  DESIGNATION -  5W57
 DL2596  PID         -  DL2596
 DL2596  STATE/COUNTY-  WI/SHAWANO
 DL2596  COUNTRY     -  US
 DL2596  USGS QUAD   -  SHAWANO (2018)
 DL2596
 DL2596                         *CURRENT SURVEY CONTROL
 DL2596  ______________________________________________________________________
 DL2596* NAD 83(2011) POSITION- 44 47 50.31694(N) 088 35 29.36699(W)   ADJUSTED
 DL2596* NAD 83(2011) ELLIP HT-   217.848 (meters)        (06/27/12)   ADJUSTED
 DL2596* NAD 83(2011) EPOCH   -  2010.00
 DL2596* NAVD 88 ORTHO HEIGHT -   254.066 (meters)      833.55  (feet) ADJUSTED
 DL2596  ______________________________________________________________________
 DL2596  GEOID HEIGHT    -        -36.217 (meters)                     GEOID18
 DL2596  NAD 83(2011) X  -    111,439.919 (meters)                     COMP
 DL2596  NAD 83(2011) Y  - -4,532,274.907 (meters)                     COMP
 DL2596  NAD 83(2011) Z  -  4,471,546.278 (meters)                     COMP
 DL2596  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 DL2596  DYNAMIC HEIGHT  -        254.034 (meters)      833.44  (feet) COMP
 DL2596  MODELED GRAVITY -    980,485.9   (mgal)                       NAVD 88
 DL2596
 DL2596  VERT ORDER      -  SECOND    CLASS I
 DL2596
 DL2596  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2596  Standards:
 DL2596         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2596            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2596  -------------------------------------------------------------------
 DL2596  NETWORK    0.33   0.61           0.15   0.11   0.31     -0.03712148
 DL2596  -------------------------------------------------------------------
 DL2596  Click here for local accuracies and other accuracy information.
 DL2596
 DL2596.The horizontal coordinates were established by GPS observations
 DL2596.and adjusted by the National Geodetic Survey in June 2012.
 DL2596
 DL2596.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2596.been affixed to the stable North American tectonic plate. See 
 DL2596.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2596
 DL2596.The horizontal coordinates are valid at the epoch date displayed above
 DL2596.which is a decimal equivalence of Year/Month/Day.
 DL2596
 DL2596.The orthometric height was determined by differential leveling and
 DL2596.adjusted by the WI DEPT OF TRANSP
 DL2596.in May 2012.
 DL2596
 DL2596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2596.GEOID18 height accuracy estimate available here.
 DL2596
 DL2596.Click photographs - Photos may exist for this station.
 DL2596
 DL2596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2596
 DL2596.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2596
 DL2596.The ellipsoidal height was determined by GPS observations
 DL2596.and is referenced to NAD 83.
 DL2596
 DL2596.The dynamic height is computed by dividing the NAVD 88
 DL2596.geopotential number by the normal gravity value computed on the
 DL2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2596.degrees latitude (g = 980.6199 gals.).
 DL2596
 DL2596.The modeled gravity was interpolated from observed gravity values.
 DL2596
 DL2596. The following values were computed from the NAD 83(2011) position.
 DL2596
 DL2596;                    North         East     Units Scale Factor Converg.
 DL2596;SPC WI C     -   108,082.029   711,435.253   MT  0.99994165   +0 59 37.7
 DL2596;SPC WI C     -   354,599.12  2,334,100.49   sFT  0.99994165   +0 59 37.7
 DL2596;UTM  16      - 4,961,666.487   374,124.584   MT  0.99979484   -1 07 17.4
 DL2596
 DL2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2596!SPC WI C     -   0.99996584  x   0.99994165  =   0.99990750
 DL2596!UTM  16      -   0.99996584  x   0.99979484  =   0.99976069
 DL2596
 DL2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7412461666(NAD 83)
 DL2596
 DL2596                          SUPERSEDED SURVEY CONTROL
 DL2596
 DL2596  NAD 83(2007)-  44 47 50.31706(N)    088 35 29.36768(W) AD(2002.00) B
 DL2596  ELLIP H (09/06/11)  217.870  (m)                       GP(2002.00) 1 1
 DL2596  NAVD 88 (02/22/13)  254.1    (m)  UNKNOWN  model used  GPS OBS        
 DL2596  NAVD 88 (02/08/13)  254.0    (m)  GEOID12A model used  GPS OBS        
 DL2596
 DL2596.Superseded values are not recommended for survey control.
 DL2596
 DL2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2596.See file dsdata.pdf to determine how the superseded data were derived.
 DL2596
 DL2596_MARKER: DD = SURVEY DISK
 DL2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2596_STAMPING: 5W57 2007
 DL2596_MARK LOGO: WIDT
 DL2596_PROJECTION: FLUSH
 DL2596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2596+STABILITY: SURFACE MOTION
 DL2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2596+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2018
 DL2596
 DL2596  HISTORY     - Date     Condition        Report By
 DL2596  HISTORY     - 2008     MONUMENTED       WIDT
 DL2596  HISTORY     - 20081114 GOOD             WIDT
 DL2596  HISTORY     - 2009     GOOD             WIDT
 DL2596  HISTORY     - 20150201 GOOD             WIDT
 DL2596  HISTORY     - 20161031 GOOD             WIDT
 DL2596  HISTORY     - 20180730 GOOD             WIDT
 DL2596
 DL2596                          STATION DESCRIPTION
 DL2596
 DL2596'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2596'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22, 47, 55,
 DL2596'AND BUSINESS HIGHWAY 29 EAST (EAST GREEN BAY STREET) AND COUNTY
 DL2596'HIGHWAY MMM AND BUSINESS HIGHWAY 29 WEST (WEST GREEN BAY STREET) WITH
 DL2596'STATE HIGHWAYS 47 AND 55 NORTH (NORTH MAIN STREET) AND STATE HIGHWAY
 DL2596'22 SOUTH (SOUTH MAIN STREET) IN THE CITY OF SHAWANO, GO NORTH ON STATE
 DL2596'HIGHWAYS 47 AND 55 (NORTH MAIN STREET) FOR 1.0 MI (1.6 KM) TO COUNTY
 DL2596'HIGHWAY H (LAKE DRIVE) RIGHT AND ELM STREET LEFT, TURN RIGHT AND GO
 DL2596'EAST ON COUNTY HIGHWAY H (LAKE DRIVE) FOR 0.5 MILE TO OAK DRIVE,
 DL2596'CONTINUE EAST ON COUNTY HIGHWAY H (LAKE DRIVE) FOR 0.37 MILE TO THE
 DL2596'STATION ON THE LEFT.
 DL2596'
 DL2596'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2596'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5W57 2007-- SET IN THE
 DL2596'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP,
 DL2596'FLUSH WITH THE GROUND, AND APPROXIMATELY 5 M (16.4 FT) ABOVE THE
 DL2596'HIGHWAY PAVEMENT.
 DL2596'
 DL2596'THE STATION IS 21.1 M (69.2 FT) NORTH OF THE CENTERLINE OF COUNTY
 DL2596'HIGHWAY H (LAKE DRIVE), 0.12 MILE WEST OF OLD LAKE ROAD, 15.1 M (49.5
 DL2596'FT) WEST-SOUTHWEST OF A YELLOW METAL RIGHT-OF-WAY POST, AND 1.0 M (3.3
 DL2596'FT) NORTH, 1.0 M (3.3 FT) SOUTHWEST, AND 1.0 M (3.3 FT) SOUTHEAST OF
 DL2596'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DL2596'
 DL2596'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2596'15 DEGREES ABOVE THE HORIZON.
 DL2596
 DL2596                          STATION RECOVERY (2009)
 DL2596
 DL2596'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 DL2596'RECOVERED AS DESCRIBED.
 DL2596
 DL2596                          STATION RECOVERY (2015)
 DL2596
 DL2596'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2596'RECOVERED AS DESCRIBED.
 DL2596
 DL2596                          STATION RECOVERY (2016)
 DL2596
 DL2596'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL2596'RECOVERED AS DESCRIBED.
 DL2596
 DL2596                          STATION RECOVERY (2018)
 DL2596
 DL2596'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DL2596'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2597 ***********************************************************************
 DL2597  DESIGNATION -  5W58
 DL2597  PID         -  DL2597
 DL2597  STATE/COUNTY-  WI/SHAWANO
 DL2597  COUNTRY     -  US
 DL2597  USGS QUAD   -  SHAWANO (2018)
 DL2597
 DL2597                         *CURRENT SURVEY CONTROL
 DL2597  ______________________________________________________________________
 DL2597* NAD 83(1986) POSITION- 44 48 16.9    (N) 088 36 22.8    (W)   HD_HELD2
 DL2597* NAVD 88 ORTHO HEIGHT -   254.885 (meters)      836.24  (feet) ADJUSTED
 DL2597  ______________________________________________________________________
 DL2597  GEOID HEIGHT    -        -36.210 (meters)                     GEOID18
 DL2597  DYNAMIC HEIGHT  -        254.853 (meters)      836.13  (feet) COMP
 DL2597  MODELED GRAVITY -    980,485.7   (mgal)                       NAVD 88
 DL2597
 DL2597  VERT ORDER      -  SECOND    CLASS I
 DL2597
 DL2597.The horizontal coordinates were established by autonomous hand held GPS
 DL2597.observations and have an estimated accuracy of +/- 10 meters.
 DL2597
 DL2597.The orthometric height was determined by differential leveling and
 DL2597.adjusted by the WI DEPT OF TRANSP
 DL2597.in May 2012.
 DL2597
 DL2597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2597.GEOID18 height accuracy estimate available here.
 DL2597
 DL2597.Click photographs - Photos may exist for this station.
 DL2597
 DL2597.The dynamic height is computed by dividing the NAVD 88
 DL2597.geopotential number by the normal gravity value computed on the
 DL2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2597.degrees latitude (g = 980.6199 gals.).
 DL2597
 DL2597.The modeled gravity was interpolated from observed gravity values.
 DL2597
 DL2597;                    North         East    Units  Estimated Accuracy
 DL2597;SPC WI C     -   108,882.      710,247.      MT  (+/- 10 meters HH2 GPS)
 DL2597
 DL2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7296662509(NAD 83)
 DL2597
 DL2597                          SUPERSEDED SURVEY CONTROL
 DL2597
 DL2597.No superseded survey control is available for this station.
 DL2597
 DL2597_MARKER: DD = SURVEY DISK
 DL2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2597_STAMPING: 5W58 2007
 DL2597_MARK LOGO: WIDT
 DL2597_PROJECTION: FLUSH
 DL2597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2597+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2016
 DL2597
 DL2597  HISTORY     - Date     Condition        Report By
 DL2597  HISTORY     - 2008     MONUMENTED       WIDT
 DL2597  HISTORY     - 20080930 GOOD             WIDT
 DL2597  HISTORY     - 20140709 GOOD             WIDT
 DL2597  HISTORY     - 20161031 GOOD             WIDT
 DL2597
 DL2597                          STATION DESCRIPTION
 DL2597
 DL2597'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2597'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22, 47, 55,
 DL2597'AND BUSINESS HIGHWAY 29 EAST (EAST GREEN BAY STREET) AND COUNTY
 DL2597'HIGHWAY MMM AND BUSINESS HIGHWAY 29 WEST (WEST GREEN BAY STREET) WITH
 DL2597'STATE HIGHWAYS 47 AND 55 NORTH (NORTH MAIN STREET) AND STATE HIGHWAY
 DL2597'22 SOUTH (SOUTH MAIN STREET) IN THE CITY OF SHAWANO, GO NORTH ON STATE
 DL2597'HIGHWAYS 47 AND 55 (NORTH MAIN STREET) FOR 1.4 MI (2.3 KM) TO FRAILING
 DL2597'ROAD, CONTINUE NORTH ON STATE HIGHWAYS 47 AND 55 FOR 0.17 MILE TO THE
 DL2597'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2597'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5W58
 DL2597'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.5
 DL2597'M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY 1.5 M (4.9
 DL2597'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 15.7 M (51.5 FT) EAST
 DL2597'OF THE CENTERLINE OF STATE HIGHWAYS 47 AND 55, APPROXIMATELY 63 M
 DL2597'(206.7 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF METAL STORAGE
 DL2597'SHED --38--, 53.0 M (173.9 FT) NORTHEAST OF POWER POLE --J-23-Y-9--,
 DL2597'44.5 M (146.0 FT) SOUTHEAST OF POWER POLE --J-23-Y-15--, AND 1.0 M
 DL2597'(3.3 FT) EAST, 1.0 M (3.3 FT) SOUTHWEST, AND 1.0 M (3.3 FT) NORTHWEST
 DL2597'OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DL2597'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2597'HORIZON.
 DL2597
 DL2597                          STATION RECOVERY (2014)
 DL2597
 DL2597'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DL2597'RECOVERED AS DESCRIBED.
 DL2597
 DL2597                          STATION RECOVERY (2016)
 DL2597
 DL2597'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL2597'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2598 ***********************************************************************
 DL2598  DESIGNATION -  5W59
 DL2598  PID         -  DL2598
 DL2598  STATE/COUNTY-  WI/SHAWANO
 DL2598  COUNTRY     -  US
 DL2598  USGS QUAD   -  SHAWANO (2018)
 DL2598
 DL2598                         *CURRENT SURVEY CONTROL
 DL2598  ______________________________________________________________________
 DL2598* NAD 83(1986) POSITION- 44 49 16.3    (N) 088 37 16.0    (W)   HD_HELD2
 DL2598* NAVD 88 ORTHO HEIGHT -   256.611 (meters)      841.90  (feet) ADJUSTED
 DL2598  ______________________________________________________________________
 DL2598  GEOID HEIGHT    -        -36.192 (meters)                     GEOID18
 DL2598  DYNAMIC HEIGHT  -        256.579 (meters)      841.79  (feet) COMP
 DL2598  MODELED GRAVITY -    980,486.3   (mgal)                       NAVD 88
 DL2598
 DL2598  VERT ORDER      -  SECOND    CLASS I
 DL2598
 DL2598.The horizontal coordinates were established by autonomous hand held GPS
 DL2598.observations and have an estimated accuracy of +/- 10 meters.
 DL2598
 DL2598.The orthometric height was determined by differential leveling and
 DL2598.adjusted by the NATIONAL GEODETIC SURVEY
 DL2598.in February 2017.
 DL2598
 DL2598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2598.GEOID18 height accuracy estimate available here.
 DL2598
 DL2598.Click photographs - Photos may exist for this station.
 DL2598
 DL2598.The dynamic height is computed by dividing the NAVD 88
 DL2598.geopotential number by the normal gravity value computed on the
 DL2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2598.degrees latitude (g = 980.6199 gals.).
 DL2598
 DL2598.The modeled gravity was interpolated from observed gravity values.
 DL2598
 DL2598;                    North         East    Units  Estimated Accuracy
 DL2598;SPC WI C     -   110,695.      709,047.      MT  (+/- 10 meters HH2 GPS)
 DL2598
 DL2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7183464365(NAD 83)
 DL2598
 DL2598                          SUPERSEDED SURVEY CONTROL
 DL2598
 DL2598  NAVD 88 (05/08/12)  256.615  (m)          841.91   (f) SUPERSEDED  2 1
 DL2598
 DL2598.Superseded values are not recommended for survey control.
 DL2598
 DL2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2598.See file dsdata.pdf to determine how the superseded data were derived.
 DL2598
 DL2598_MARKER: DD = SURVEY DISK
 DL2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2598_STAMPING: 5W59 2007
 DL2598_MARK LOGO: WIDT
 DL2598_PROJECTION: FLUSH
 DL2598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2598+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2016
 DL2598
 DL2598  HISTORY     - Date     Condition        Report By
 DL2598  HISTORY     - 2008     MONUMENTED       WIDT
 DL2598  HISTORY     - 20080930 GOOD             WIDT
 DL2598  HISTORY     - 20140709 GOOD             WIDT
 DL2598  HISTORY     - 20161031 GOOD             WIDT
 DL2598
 DL2598                          STATION DESCRIPTION
 DL2598
 DL2598'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2598'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 47 AND 55
 DL2598'WITH COUNTY HIGHWAY A APPROXIMATELY 3 MI (4.8 KM) NORTH OF THE CITY OF
 DL2598'SHAWANO, GO WEST ON COUNTY HIGHWAY A FOR 0.07 MILE TO THE STATION ON
 DL2598'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2598'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5W59
 DL2598'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4
 DL2598'M (8.0 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6
 DL2598'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.1 M (29.9 FT) SOUTH
 DL2598'OF THE CENTERLINE OF COUNTY HIGHWAY A, 61.5 M (201.8 FT) EAST OF A
 DL2598'--END COUNTY A-- WOOD SIGN POST, 42.5 M (139.4 FT) SOUTHWEST OF A
 DL2598'--SPEED LIMIT 45-- WOOD SIGN POST, 9.2 M (30.2 FT) EAST OF THE
 DL2598'EXTENDED CENTERLINE OF OLD HIGHWAY A, AND 1.0 M (3.3 FT) SOUTH, 1.0 M
 DL2598'(3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE
 DL2598'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2598'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2598
 DL2598                          STATION RECOVERY (2014)
 DL2598
 DL2598'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DL2598'RECOVERED AS DESCRIBED.
 DL2598
 DL2598                          STATION RECOVERY (2016)
 DL2598
 DL2598'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL2598'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8615 ***********************************************************************
 DP8615  DESIGNATION -  5W60
 DP8615  PID         -  DP8615
 DP8615  STATE/COUNTY-  WI/SHAWANO
 DP8615  COUNTRY     -  US
 DP8615  USGS QUAD   -  THORNTON (2018)
 DP8615
 DP8615                         *CURRENT SURVEY CONTROL
 DP8615  ______________________________________________________________________
 DP8615* NAD 83(1986) POSITION- 44 50 53.4    (N) 088 37 32.5    (W)   HD_HELD2
 DP8615* NAVD 88 ORTHO HEIGHT -   256.824 (meters)      842.60  (feet) ADJUSTED
 DP8615  ______________________________________________________________________
 DP8615  GEOID HEIGHT    -        -36.159 (meters)                     GEOID18
 DP8615  DYNAMIC HEIGHT  -        256.793 (meters)      842.50  (feet) COMP
 DP8615  MODELED GRAVITY -    980,488.5   (mgal)                       NAVD 88
 DP8615
 DP8615  VERT ORDER      -  SECOND    CLASS I
 DP8615
 DP8615.The horizontal coordinates were established by autonomous hand held GPS
 DP8615.observations and have an estimated accuracy of +/- 10 meters.
 DP8615
 DP8615.The orthometric height was determined by differential leveling and
 DP8615.adjusted by the NATIONAL GEODETIC SURVEY
 DP8615.in February 2017.
 DP8615
 DP8615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8615.GEOID18 height accuracy estimate available here.
 DP8615
 DP8615.Click photographs - Photos may exist for this station.
 DP8615
 DP8615.The dynamic height is computed by dividing the NAVD 88
 DP8615.geopotential number by the normal gravity value computed on the
 DP8615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8615.degrees latitude (g = 980.6199 gals.).
 DP8615
 DP8615.The modeled gravity was interpolated from observed gravity values.
 DP8615
 DP8615;                    North         East    Units  Estimated Accuracy
 DP8615;SPC WI C     -   113,686.      708,634.      MT  (+/- 10 meters HH2 GPS)
 DP8615
 DP8615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7153267369(NAD 83)
 DP8615
 DP8615                          SUPERSEDED SURVEY CONTROL
 DP8615
 DP8615.No superseded survey control is available for this station.
 DP8615
 DP8615_MARKER: DD = SURVEY DISK
 DP8615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8615_STAMPING: 5W60 2007
 DP8615_MARK LOGO: WIDT
 DP8615_PROJECTION: FLUSH
 DP8615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8615+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2014
 DP8615
 DP8615  HISTORY     - Date     Condition        Report By
 DP8615  HISTORY     - 2013     MONUMENTED       WIDT
 DP8615  HISTORY     - 20140709 GOOD             WIDT
 DP8615
 DP8615                          STATION DESCRIPTION
 DP8615
 DP8615'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8615'THE STATION IS APPROXIMATELY 8 MI (12.9 KM) EAST OF GRESHAM, 5 MI (8.0
 DP8615'KM) NORTH-NORTHWEST OF SHAWANO AND 2 MI (3.2 KM) SOUTH-SOUTHEAST OF
 DP8615'KESHENA.
 DP8615'
 DP8615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 AND STATE
 DP8615'HIGHWAY 55 WITH COUNTY HIGHWAY A, APPROXIMATELY 2.7 MI (4.3 KM)
 DP8615'NORTH-NORTHWEST OF THE CITY OF SHAWANO, GO NORTH ON STATE HIGHWAY 47
 DP8615'AND STATE HIGHWAY 55 FOR 1.8 MI (2.9 KM) TO STRAUSS COURT ON THE LEFT,
 DP8615'STRAUSS ROAD ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 47 AND
 DP8615'STATE HIGHWAY 55 FOR ABOUT 75 M (246.1 FT) TO THE STATION ON THE
 DP8615'RIGHT.
 DP8615'
 DP8615'THE STATION IS 16.6 M (54.5 FT) EAST OF THE CENTERLINE OF STATE
 DP8615'HIGHWAY 47 AND STATE HIGHWAY 55, 65.8 M (215.9 FT) NORTH OF THE
 DP8615'CENTERLINE OF STRAUSS ROAD, 32.0 M (105.0 FT) NORTH OF A UTILITY
 DP8615'JUNCTION BOX -L2 136-, 31.5 M (103.3 FT) NORTH OF A RIGHT-OF-WAY POST,
 DP8615'13.9 M (45.6 FT) SOUTHEAST OF A -HISTORICAL MARKER- SIGN POST AND
 DP8615'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8615'WITNESS POSTS.
 DP8615'
 DP8615'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8615'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE WEST EXTENDING
 DP8615'TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8615'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8615'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8615'0.2 M (0.7 FT) LOWER THAN HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8617 ***********************************************************************
 DP8617  DESIGNATION -  5W61
 DP8617  PID         -  DP8617
 DP8617  STATE/COUNTY-  WI/MENOMINEE
 DP8617  COUNTRY     -  US
 DP8617  USGS QUAD   -  SHAWANO (2018)
 DP8617
 DP8617                         *CURRENT SURVEY CONTROL
 DP8617  ______________________________________________________________________
 DP8617* NAD 83(1986) POSITION- 44 52 15.3    (N) 088 37 13.3    (W)   HD_HELD2
 DP8617* NAVD 88 ORTHO HEIGHT -   270.573 (meters)      887.70  (feet) ADJUSTED
 DP8617  ______________________________________________________________________
 DP8617  GEOID HEIGHT    -        -36.131 (meters)                     GEOID18
 DP8617  DYNAMIC HEIGHT  -        270.541 (meters)      887.60  (feet) COMP
 DP8617  MODELED GRAVITY -    980,490.7   (mgal)                       NAVD 88
 DP8617
 DP8617  VERT ORDER      -  SECOND    CLASS I
 DP8617
 DP8617.The horizontal coordinates were established by autonomous hand held GPS
 DP8617.observations and have an estimated accuracy of +/- 10 meters.
 DP8617
 DP8617.The orthometric height was determined by differential leveling and
 DP8617.adjusted by the NATIONAL GEODETIC SURVEY
 DP8617.in February 2017.
 DP8617
 DP8617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8617.GEOID18 height accuracy estimate available here.
 DP8617
 DP8617.Click photographs - Photos may exist for this station.
 DP8617
 DP8617.The dynamic height is computed by dividing the NAVD 88
 DP8617.geopotential number by the normal gravity value computed on the
 DP8617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8617.degrees latitude (g = 980.6199 gals.).
 DP8617
 DP8617.The modeled gravity was interpolated from observed gravity values.
 DP8617
 DP8617;                    North         East    Units  Estimated Accuracy
 DP8617;SPC WI C     -   116,221.      709,012.      MT  (+/- 10 meters HH2 GPS)
 DP8617
 DP8617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7200469888(NAD 83)
 DP8617
 DP8617                          SUPERSEDED SURVEY CONTROL
 DP8617
 DP8617.No superseded survey control is available for this station.
 DP8617
 DP8617_MARKER: DD = SURVEY DISK
 DP8617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8617_STAMPING: 5W61 2013
 DP8617_MARK LOGO: WIDT
 DP8617_PROJECTION: FLUSH
 DP8617_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8617+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2014
 DP8617
 DP8617  HISTORY     - Date     Condition        Report By
 DP8617  HISTORY     - 2013     MONUMENTED       WIDT
 DP8617  HISTORY     - 20140708 GOOD             WIDT
 DP8617
 DP8617                          STATION DESCRIPTION
 DP8617
 DP8617'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8617'THE STATION IS LOCATED IN THE VILLAGE OF KESHENA, APPROXIMATELY 12 MI
 DP8617'(19.3 KM) WEST OF UNDERHILL, 8 MI (12.9 KM) EAST OF GRESHAM AND 7 MI
 DP8617'(11.3 KM) NORTH OF SHAWANO.
 DP8617'
 DP8617'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 AND STATE
 DP8617'HIGHWAY 55 WITH COUNTY HIGHWAY VIV EAST IN THE VILLAGE OF KESHENA, GO
 DP8617'SOUTHEAST THEN SOUTH ON STATE HIGHWAY 47 AND STATE HIGHWAY 55 FOR 1.0
 DP8617'MI (1.6 KM) TO WARRINGTON ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON
 DP8617'WARRINGTON ROAD FOR 0.5 MI (0.8 KM) TO CHIEF TOMAU ROAD ON THE RIGHT
 DP8617'AND THE STATION ON THE RIGHT.
 DP8617'
 DP8617'THE STATION IS 16.4 M (53.8 FT) SOUTH OF THE CENTERLINE OF WARRINGTON
 DP8617'ROAD, 10 M (32.8 FT) EAST OF THE CENTERLINE OF CHIEF TOMAU ROAD AND 5
 DP8617'M (16.4 FT) SOUTHEAST OF A -STOP- SIGN POST AND IS LOCATED IN THE
 DP8617'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8617'
 DP8617'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8617'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING TO
 DP8617'45 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8617'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8617'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT)
 DP8617'DEEP AND ABOUT LEVEL WITH THE ROAD PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8619 ***********************************************************************
 DP8619  DESIGNATION -  5W62
 DP8619  PID         -  DP8619
 DP8619  STATE/COUNTY-  WI/MENOMINEE
 DP8619  COUNTRY     -  US
 DP8619  USGS QUAD   -  KESHENA (2019)
 DP8619
 DP8619                         *CURRENT SURVEY CONTROL
 DP8619  ______________________________________________________________________
 DP8619* NAD 83(1986) POSITION- 44 53 01.0    (N) 088 38 04.8    (W)   HD_HELD2
 DP8619* NAVD 88 ORTHO HEIGHT -   252.931 (meters)      829.82  (feet) ADJUSTED
 DP8619  ______________________________________________________________________
 DP8619  GEOID HEIGHT    -        -36.111 (meters)                     GEOID18
 DP8619  DYNAMIC HEIGHT  -        252.901 (meters)      829.73  (feet) COMP
 DP8619  MODELED GRAVITY -    980,491.1   (mgal)                       NAVD 88
 DP8619
 DP8619  VERT ORDER      -  SECOND    CLASS I
 DP8619
 DP8619.The horizontal coordinates were established by autonomous hand held GPS
 DP8619.observations and have an estimated accuracy of +/- 10 meters.
 DP8619
 DP8619.The orthometric height was determined by differential leveling and
 DP8619.adjusted by the NATIONAL GEODETIC SURVEY
 DP8619.in February 2017.
 DP8619
 DP8619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8619.GEOID18 height accuracy estimate available here.
 DP8619
 DP8619.Click photographs - Photos may exist for this station.
 DP8619
 DP8619.The dynamic height is computed by dividing the NAVD 88
 DP8619.geopotential number by the normal gravity value computed on the
 DP8619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8619.degrees latitude (g = 980.6199 gals.).
 DP8619
 DP8619.The modeled gravity was interpolated from observed gravity values.
 DP8619
 DP8619;                    North         East    Units  Estimated Accuracy
 DP8619;SPC WI C     -   117,612.      707,858.      MT  (+/- 10 meters HH2 GPS)
 DP8619
 DP8619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7090271320(NAD 83)
 DP8619
 DP8619                          SUPERSEDED SURVEY CONTROL
 DP8619
 DP8619.No superseded survey control is available for this station.
 DP8619
 DP8619_MARKER: DD = SURVEY DISK
 DP8619_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8619_SP_SET: BRIDGE ABUTMENT
 DP8619_STAMPING: 5W62 2013
 DP8619_MARK LOGO: WIDT
 DP8619_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8619+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 DP8619
 DP8619  HISTORY     - Date     Condition        Report By
 DP8619  HISTORY     - 2013     MONUMENTED       WIDT
 DP8619  HISTORY     - 20140826 GOOD             WIDT
 DP8619
 DP8619                          STATION DESCRIPTION
 DP8619
 DP8619'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8619'THE STATION IS LOCATED IN THE VILLAGE OF KESHENA, APPROXIMATELY 8 MI
 DP8619'(12.9 KM) EAST-NORTHEAST OF GRESHAM, 7 MI (11.3 KM) NORTH OF SHAWANO
 DP8619'AND 7 MI (11.3 KM) SOUTHEAST OF MIDDLE VILLAGE.
 DP8619'
 DP8619'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 AND STATE
 DP8619'HIGHWAY 55 WITH COUNTY HIGHWAY VV IN THE VILLAGE OF KESHENA, GO
 DP8619'NORTHWEST ON STATE HIGHWAY 47 AND STATE HIGHWAY 55 FOR 0.05 MI (0.1
 DP8619'KM) TO FAIRGROUNDS ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON
 DP8619'FAIRGROUNDS ROAD FOR APPROXIMATELY 200 FT (61.0 M) TO A BRIDGE OVER
 DP8619'THE WOLF RIVER AND THE STATION ON THE RIGHT.
 DP8619'
 DP8619'THE STATION IS 5.1 M (16.7 FT) NORTHWEST OF THE CENTERLINE OF
 DP8619'FAIRGROUNDS ROAD, 10.6 M (34.8 FT) SOUTHWEST OF A UTILITY POLE
 DP8619'-28-15-26-22- AND 2 M (6.6 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DP8619'POST.
 DP8619'
 DP8619'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8619'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED UTILITY POLE TO
 DP8619'THE NORTHEAST EXTENDING 20 DEGREES ABOVE THE HORIZON.  THE STATION IS
 DP8619'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DP8619'CONTROL STATION DISK SET IN THE WEST SIDE OF THE NORTH ABUTMENT OF THE
 DP8619'STRUCTURE OVER THE WOLF RIVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8620 ***********************************************************************
 DP8620  DESIGNATION -  5W63
 DP8620  PID         -  DP8620
 DP8620  STATE/COUNTY-  WI/MENOMINEE
 DP8620  COUNTRY     -  US
 DP8620  USGS QUAD   -  KESHENA (2019)
 DP8620
 DP8620                         *CURRENT SURVEY CONTROL
 DP8620  ______________________________________________________________________
 DP8620* NAD 83(1986) POSITION- 44 53 33.4    (N) 088 39 10.2    (W)   HD_HELD2
 DP8620* NAVD 88 ORTHO HEIGHT -   257.513 (meters)      844.86  (feet) ADJUSTED
 DP8620  ______________________________________________________________________
 DP8620  GEOID HEIGHT    -        -36.092 (meters)                     GEOID18
 DP8620  DYNAMIC HEIGHT  -        257.482 (meters)      844.76  (feet) COMP
 DP8620  MODELED GRAVITY -    980,488.9   (mgal)                       NAVD 88
 DP8620
 DP8620  VERT ORDER      -  SECOND    CLASS I
 DP8620
 DP8620.The horizontal coordinates were established by autonomous hand held GPS
 DP8620.observations and have an estimated accuracy of +/- 10 meters.
 DP8620
 DP8620.The orthometric height was determined by differential leveling and
 DP8620.adjusted by the NATIONAL GEODETIC SURVEY
 DP8620.in February 2017.
 DP8620
 DP8620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8620.GEOID18 height accuracy estimate available here.
 DP8620
 DP8620.Click photographs - Photos may exist for this station.
 DP8620
 DP8620.The dynamic height is computed by dividing the NAVD 88
 DP8620.geopotential number by the normal gravity value computed on the
 DP8620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8620.degrees latitude (g = 980.6199 gals.).
 DP8620
 DP8620.The modeled gravity was interpolated from observed gravity values.
 DP8620
 DP8620;                    North         East    Units  Estimated Accuracy
 DP8620;SPC WI C     -   118,588.      706,407.      MT  (+/- 10 meters HH2 GPS)
 DP8620
 DP8620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6948872349(NAD 83)
 DP8620
 DP8620                          SUPERSEDED SURVEY CONTROL
 DP8620
 DP8620.No superseded survey control is available for this station.
 DP8620
 DP8620_MARKER: DD = SURVEY DISK
 DP8620_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8620_SP_SET: BRIDGE ABUTMENT
 DP8620_STAMPING: 5W63 2013
 DP8620_MARK LOGO: WIDT
 DP8620_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8620+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2014
 DP8620
 DP8620  HISTORY     - Date     Condition        Report By
 DP8620  HISTORY     - 2013     MONUMENTED       WIDT
 DP8620  HISTORY     - 20140703 GOOD             WIDT
 DP8620
 DP8620                          STATION DESCRIPTION
 DP8620
 DP8620'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8620'THE STATION IS LOCATED APPROXIMATELY 7 MI (11.3 KM) NORTHEAST OF
 DP8620'GRESHAM, 6 MI (9.7 KM) SOUTHEAST OF MIDDLE VILLAGE AND ABOUT 1 MI (1.6
 DP8620'KM) NORTHWEST OF KESHENA.
 DP8620'
 DP8620'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 AND STATE
 DP8620'HIGHWAY 55, GO NORTH ON STATE HIGHWAY 55 FOR 0.5 MI (0.8 KM) TO
 DP8620'KESHENA FALLS ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON KESHENA
 DP8620'FALLS ROAD FOR APPROXIMATELY 150 M (492.1 FT) TO A BRIDGE OVER THE
 DP8620'WOLF RIVER AND THE STATION ON THE LEFT.
 DP8620'
 DP8620'THE STATION IS 5 M (16.4 FT) SOUTHWEST OF THE CENTERLINE OF KESHENA
 DP8620'FALLS ROAD, 130 M (426.5 FT) WEST OF A -STOP- SIGN POST AT STATE
 DP8620'HIGHWAY 55, 65 M (213.3 FT) SOUTHEAST OF A -STOP- SIGN POST AT OSHKOSH
 DP8620'ROAD AND 0.3 M (1.0 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DP8620'
 DP8620'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8620'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING 20
 DP8620'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8620'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8620'IN THE SOUTH SIDE OF THE WEST ABUTMENT OF THE STRUCTURE -F929 2006-
 DP8620'OVER THE WOLF RIVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8621 ***********************************************************************
 DP8621  DESIGNATION -  5W64
 DP8621  PID         -  DP8621
 DP8621  STATE/COUNTY-  WI/MENOMINEE
 DP8621  COUNTRY     -  US
 DP8621  USGS QUAD   -  KESHENA (2019)
 DP8621
 DP8621                         *CURRENT SURVEY CONTROL
 DP8621  ______________________________________________________________________
 DP8621* NAD 83(1986) POSITION- 44 55 00.6    (N) 088 39 01.0    (W)   HD_HELD2
 DP8621* NAVD 88 ORTHO HEIGHT -   264.544 (meters)      867.92  (feet) ADJUSTED
 DP8621  ______________________________________________________________________
 DP8621  GEOID HEIGHT    -        -36.055 (meters)                     GEOID18
 DP8621  DYNAMIC HEIGHT  -        264.511 (meters)      867.82  (feet) COMP
 DP8621  MODELED GRAVITY -    980,488.4   (mgal)                       NAVD 88
 DP8621
 DP8621  VERT ORDER      -  SECOND    CLASS I
 DP8621
 DP8621.The horizontal coordinates were established by autonomous hand held GPS
 DP8621.observations and have an estimated accuracy of +/- 10 meters.
 DP8621
 DP8621.The orthometric height was determined by differential leveling and
 DP8621.adjusted by the NATIONAL GEODETIC SURVEY
 DP8621.in February 2017.
 DP8621
 DP8621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8621.GEOID18 height accuracy estimate available here.
 DP8621
 DP8621.Click photographs - Photos may exist for this station.
 DP8621
 DP8621.The dynamic height is computed by dividing the NAVD 88
 DP8621.geopotential number by the normal gravity value computed on the
 DP8621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8621.degrees latitude (g = 980.6199 gals.).
 DP8621
 DP8621.The modeled gravity was interpolated from observed gravity values.
 DP8621
 DP8621;                    North         East    Units  Estimated Accuracy
 DP8621;SPC WI C     -   121,283.      706,564.      MT  (+/- 10 meters HH2 GPS)
 DP8621
 DP8621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6974475036(NAD 83)
 DP8621
 DP8621                          SUPERSEDED SURVEY CONTROL
 DP8621
 DP8621.No superseded survey control is available for this station.
 DP8621
 DP8621_MARKER: DD = SURVEY DISK
 DP8621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8621_STAMPING: 5W64 2013
 DP8621_MARK LOGO: WIDT
 DP8621_PROJECTION: FLUSH
 DP8621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8621+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2014
 DP8621
 DP8621  HISTORY     - Date     Condition        Report By
 DP8621  HISTORY     - 2013     MONUMENTED       WIDT
 DP8621  HISTORY     - 20140703 GOOD             WIDT
 DP8621
 DP8621                          STATION DESCRIPTION
 DP8621
 DP8621'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8621'THE STATION IS LOCATED APPROXIMATELY 8 MI (12.9 KM) NORTHEAST OF
 DP8621'GRESHAM, 5 MI (8.0 KM) EAST OF MIDDLE VILLAGE AND 3 MI (4.8 KM)
 DP8621'NORTHWEST OF KESHENA.
 DP8621'
 DP8621'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DP8621'HIGHWAY 55, ABOUT 1 MI (1.6 KM) NORTHWEST OF KESHENA, GO NORTH ON
 DP8621'STATE HIGHWAY 55 FOR 2.0 MI (3.2 KM) TO SPIRIT ROCK ROAD ON THE RIGHT
 DP8621'AND THE STATION ON THE RIGHT.
 DP8621'
 DP8621'THE STATION IS 7 M (23.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DP8621'55, 84 M (275.6 FT) SOUTH OF A -HISTORICAL MARKER- SIGN POST, 4 M
 DP8621'(13.1 FT) NORTHWEST OF A -SPIRIT ROCK ROAD- SIGN POST AND LOCATED IN
 DP8621'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8621'
 DP8621'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8621'SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN
 DP8621'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL SURVEY STATION DISK SET
 DP8621'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.3 M
 DP8621'(1.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8622 ***********************************************************************
 DP8622  DESIGNATION -  5W65
 DP8622  PID         -  DP8622
 DP8622  STATE/COUNTY-  WI/MENOMINEE
 DP8622  COUNTRY     -  US
 DP8622  USGS QUAD   -  KESHENA (2019)
 DP8622
 DP8622                         *CURRENT SURVEY CONTROL
 DP8622  ______________________________________________________________________
 DP8622* NAD 83(1986) POSITION- 44 56 05.9    (N) 088 38 43.9    (W)   HD_HELD2
 DP8622* NAVD 88 ORTHO HEIGHT -   270.337 (meters)      886.93  (feet) ADJUSTED
 DP8622  ______________________________________________________________________
 DP8622  GEOID HEIGHT    -        -36.030 (meters)                     GEOID18
 DP8622  DYNAMIC HEIGHT  -        270.303 (meters)      886.82  (feet) COMP
 DP8622  MODELED GRAVITY -    980,487.6   (mgal)                       NAVD 88
 DP8622
 DP8622  VERT ORDER      -  SECOND    CLASS I
 DP8622
 DP8622.The horizontal coordinates were established by autonomous hand held GPS
 DP8622.observations and have an estimated accuracy of +/- 10 meters.
 DP8622
 DP8622.The orthometric height was determined by differential leveling and
 DP8622.adjusted by the NATIONAL GEODETIC SURVEY
 DP8622.in February 2017.
 DP8622
 DP8622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8622.GEOID18 height accuracy estimate available here.
 DP8622
 DP8622.Click photographs - Photos may exist for this station.
 DP8622
 DP8622.The dynamic height is computed by dividing the NAVD 88
 DP8622.geopotential number by the normal gravity value computed on the
 DP8622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8622.degrees latitude (g = 980.6199 gals.).
 DP8622
 DP8622.The modeled gravity was interpolated from observed gravity values.
 DP8622
 DP8622;                    North         East    Units  Estimated Accuracy
 DP8622;SPC WI C     -   123,305.      706,905.      MT  (+/- 10 meters HH2 GPS)
 DP8622
 DP8622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7016077043(NAD 83)
 DP8622
 DP8622                          SUPERSEDED SURVEY CONTROL
 DP8622
 DP8622.No superseded survey control is available for this station.
 DP8622
 DP8622_MARKER: DD = SURVEY DISK
 DP8622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8622_STAMPING: 5W65 2013
 DP8622_MARK LOGO: WIDT
 DP8622_PROJECTION: FLUSH
 DP8622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8622+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2014
 DP8622
 DP8622  HISTORY     - Date     Condition        Report By
 DP8622  HISTORY     - 2013     MONUMENTED       WIDT
 DP8622  HISTORY     - 20140703 GOOD             WIDT
 DP8622
 DP8622                          STATION DESCRIPTION
 DP8622
 DP8622'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8622'THE STATION IS LOCATED APPROXIMATELY 9 MI (14.5 KM) NORTHEAST OF
 DP8622'GRESHAM, 5 MI (8.0 KM) EAST OF MIDDLE VILLAGE AND 4 MI (6.4 KM) NORTH
 DP8622'OF KESHENA.
 DP8622'
 DP8622'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DP8622'HIGHWAY 55, APPROXIMATELY 1 MI (1.6 KM) NORTHWEST OF KESHENA, GO NORTH
 DP8622'ON STATE HIGHWAY 55 FOR 3.5 MI (5.6 KM) TO BEAR TRAP FALLS ROAD ON THE
 DP8622'LEFT AND THE STATION ON THE LEFT.
 DP8622'
 DP8622'THE STATION IS 9.6 M (31.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DP8622'55, 10.5 M (34.4 FT) SOUTH OF THE CENTERLINE OF BEAR TRAP FALLS ROAD,
 DP8622'21.6 M (70.9 FT) SOUTH OF A TELEPHONE PEDESTAL L-1-B-1 AND LOCATED IN
 DP8622'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8622'
 DP8622'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8622'SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN
 DP8622'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8622'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT)
 DP8622'DEEP AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8624 ***********************************************************************
 DP8624  DESIGNATION -  5W66
 DP8624  PID         -  DP8624
 DP8624  STATE/COUNTY-  WI/MENOMINEE
 DP8624  COUNTRY     -  US
 DP8624  USGS QUAD   -  LEGEND LAKE (2019)
 DP8624
 DP8624                         *CURRENT SURVEY CONTROL
 DP8624  ______________________________________________________________________
 DP8624* NAD 83(1986) POSITION- 44 58 41.5    (N) 088 36 34.6    (W)   HD_HELD2
 DP8624* NAVD 88 ORTHO HEIGHT -   277.200 (meters)      909.45  (feet) ADJUSTED
 DP8624  ______________________________________________________________________
 DP8624  GEOID HEIGHT    -        -35.982 (meters)                     GEOID18
 DP8624  DYNAMIC HEIGHT  -        277.167 (meters)      909.34  (feet) COMP
 DP8624  MODELED GRAVITY -    980,490.5   (mgal)                       NAVD 88
 DP8624
 DP8624  VERT ORDER      -  SECOND    CLASS I
 DP8624
 DP8624.The horizontal coordinates were established by autonomous hand held GPS
 DP8624.observations and have an estimated accuracy of +/- 10 meters.
 DP8624
 DP8624.The orthometric height was determined by differential leveling and
 DP8624.adjusted by the NATIONAL GEODETIC SURVEY
 DP8624.in February 2017.
 DP8624
 DP8624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8624.GEOID18 height accuracy estimate available here.
 DP8624
 DP8624.Click photographs - Photos may exist for this station.
 DP8624
 DP8624.The dynamic height is computed by dividing the NAVD 88
 DP8624.geopotential number by the normal gravity value computed on the
 DP8624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8624.degrees latitude (g = 980.6199 gals.).
 DP8624
 DP8624.The modeled gravity was interpolated from observed gravity values.
 DP8624
 DP8624;                    North         East    Units  Estimated Accuracy
 DP8624;SPC WI C     -   128,155.      709,658.      MT  (+/- 10 meters HH2 GPS)
 DP8624
 DP8624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7308981788(NAD 83)
 DP8624
 DP8624                          SUPERSEDED SURVEY CONTROL
 DP8624
 DP8624.No superseded survey control is available for this station.
 DP8624
 DP8624_MARKER: DD = SURVEY DISK
 DP8624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8624_STAMPING: 5W66 2013
 DP8624_MARK LOGO: WIDT
 DP8624_PROJECTION: FLUSH
 DP8624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8624+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2014
 DP8624
 DP8624  HISTORY     - Date     Condition        Report By
 DP8624  HISTORY     - 2013     MONUMENTED       WIDT
 DP8624  HISTORY     - 20140702 GOOD             WIDT
 DP8624
 DP8624                          STATION DESCRIPTION
 DP8624
 DP8624'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8624'THE STATION IS LOCATED APPROXIMATELY 12 MI (19.3 KM) WEST-SOUTHWEST OF
 DP8624'SURING, 11 MI (17.7 KM) EAST OF NEOPIT AND 7 MI (11.3 KM) NORTH OF
 DP8624'KESHENA.
 DP8624'
 DP8624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DP8624'HIGHWAY 55, ABOUT 1 MI (1.6 KM) NORTHWEST OF KESHENA, GO NORTH ON
 DP8624'STATE HIGHWAY 55 FOR 5.6 MI (9.0 KM) TO DICKIE ROAD.  CONTINUE NORTH
 DP8624'ON STATE HIGHWAY 55 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE RIGHT.
 DP8624'
 DP8624'THE STATION IS 6.7 M (22.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DP8624'HIGHWAY 55, 8.6 M (28.2 FT) NORTHWEST OF A CHAIN LINK FENCE, 13.0 M
 DP8624'(42.7 FT) NORTHEAST OF A TELEPHONE PEDESTAL -221- AND LOCATED IN THE
 DP8624'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8624'
 DP8624'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 45
 DP8624'DEGREES ABOVE THE HORIZON AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DP8624'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP8624'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP8624'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8870 ***********************************************************************
 DP8870  DESIGNATION -  5W67
 DP8870  PID         -  DP8870
 DP8870  STATE/COUNTY-  WI/MENOMINEE
 DP8870  COUNTRY     -  US
 DP8870  USGS QUAD   -  LEGEND LAKE (2019)
 DP8870
 DP8870                         *CURRENT SURVEY CONTROL
 DP8870  ______________________________________________________________________
 DP8870* NAD 83(1986) POSITION- 44 59 40.7    (N) 088 34 25.2    (W)   HD_HELD2
 DP8870* NAVD 88 ORTHO HEIGHT -   293.987 (meters)      964.52  (feet) ADJUSTED
 DP8870  ______________________________________________________________________
 DP8870  GEOID HEIGHT    -        -35.980 (meters)                     GEOID18
 DP8870  DYNAMIC HEIGHT  -        293.954 (meters)      964.41  (feet) COMP
 DP8870  MODELED GRAVITY -    980,495.7   (mgal)                       NAVD 88
 DP8870
 DP8870  VERT ORDER      -  SECOND    CLASS I
 DP8870
 DP8870.The horizontal coordinates were established by autonomous hand held GPS
 DP8870.observations and have an estimated accuracy of +/- 10 meters.
 DP8870
 DP8870.The orthometric height was determined by differential leveling and
 DP8870.adjusted by the NATIONAL GEODETIC SURVEY
 DP8870.in February 2017.
 DP8870
 DP8870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8870.GEOID18 height accuracy estimate available here.
 DP8870
 DP8870.Click photographs - Photos may exist for this station.
 DP8870
 DP8870.The dynamic height is computed by dividing the NAVD 88
 DP8870.geopotential number by the normal gravity value computed on the
 DP8870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8870.degrees latitude (g = 980.6199 gals.).
 DP8870
 DP8870.The modeled gravity was interpolated from observed gravity values.
 DP8870
 DP8870;                    North         East    Units  Estimated Accuracy
 DP8870;SPC WI C     -   130,031.      712,460.      MT  (+/- 10 meters HH2 GPS)
 DP8870
 DP8870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7595983559(NAD 83)
 DP8870
 DP8870                          SUPERSEDED SURVEY CONTROL
 DP8870
 DP8870.No superseded survey control is available for this station.
 DP8870
 DP8870_MARKER: DD = SURVEY DISK
 DP8870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8870_STAMPING: 5W67 2013
 DP8870_MARK LOGO: WIDT
 DP8870_PROJECTION: FLUSH
 DP8870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8870+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2014
 DP8870
 DP8870  HISTORY     - Date     Condition        Report By
 DP8870  HISTORY     - 2013     MONUMENTED       WIDT
 DP8870  HISTORY     - 20140630 GOOD             WIDT
 DP8870
 DP8870                          STATION DESCRIPTION
 DP8870
 DP8870'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8870'THE STATION IS LOCATED APPROXIMATELY 13 MI (20.9 KM) EAST OF NEOPIT,
 DP8870'10 MI (16.1 KM) WEST OF SURING AND 8 MI (12.9 KM) NORTH-NORTHEAST OF
 DP8870'KESHENA.
 DP8870'
 DP8870'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8870'HIGHWAY M EAST, ABOUT 8 MI (12.9 KM) NORTH OF KESHENA, GO EAST ON
 DP8870'COUNTY HIGHWAY M FOR 1.5 MI (2.4 KM) TO A LOGGING TRAIL ON THE RIGHT
 DP8870'AND THE STATION ON THE RIGHT.
 DP8870'
 DP8870'THE STATION IS 9.2 M (30.2 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8870'HIGHWAY M, 4.7 M (15.4 FT) EAST OF THE CENTER OF A LOGGING TRAIL, 1.25
 DP8870'MI (2.0 KM) WEST OF COUNTY HIGHWAY AA AND LOCATED IN THE CENTER OF A
 DP8870'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8870'
 DP8870'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8870'SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN
 DP8870'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8870'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.3 M
 DP8870'(1.0 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8869 ***********************************************************************
 DP8869  DESIGNATION -  5W68
 DP8869  PID         -  DP8869
 DP8869  STATE/COUNTY-  WI/MENOMINEE
 DP8869  COUNTRY     -  US
 DP8869  USGS QUAD   -  LEGEND LAKE (2019)
 DP8869
 DP8869                         *CURRENT SURVEY CONTROL
 DP8869  ______________________________________________________________________
 DP8869* NAD 83(1986) POSITION- 44 59 38.9    (N) 088 32 55.6    (W)   HD_HELD2
 DP8869* NAVD 88 ORTHO HEIGHT -   269.535 (meters)      884.30  (feet) ADJUSTED
 DP8869  ______________________________________________________________________
 DP8869  GEOID HEIGHT    -        -35.999 (meters)                     GEOID18
 DP8869  DYNAMIC HEIGHT  -        269.505 (meters)      884.20  (feet) COMP
 DP8869  MODELED GRAVITY -    980,497.6   (mgal)                       NAVD 88
 DP8869
 DP8869  VERT ORDER      -  SECOND    CLASS I
 DP8869
 DP8869.The horizontal coordinates were established by autonomous hand held GPS
 DP8869.observations and have an estimated accuracy of +/- 10 meters.
 DP8869
 DP8869.The orthometric height was determined by differential leveling and
 DP8869.adjusted by the NATIONAL GEODETIC SURVEY
 DP8869.in February 2017.
 DP8869
 DP8869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8869.GEOID18 height accuracy estimate available here.
 DP8869
 DP8869.Click photographs - Photos may exist for this station.
 DP8869
 DP8869.The dynamic height is computed by dividing the NAVD 88
 DP8869.geopotential number by the normal gravity value computed on the
 DP8869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8869.degrees latitude (g = 980.6199 gals.).
 DP8869
 DP8869.The modeled gravity was interpolated from observed gravity values.
 DP8869
 DP8869;                    North         East    Units  Estimated Accuracy
 DP8869;SPC WI C     -   130,010.      714,423.      MT  (+/- 10 meters HH2 GPS)
 DP8869
 DP8869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7792083466(NAD 83)
 DP8869
 DP8869                          SUPERSEDED SURVEY CONTROL
 DP8869
 DP8869.No superseded survey control is available for this station.
 DP8869
 DP8869_MARKER: DD = SURVEY DISK
 DP8869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8869_STAMPING: 5W68 2013
 DP8869_MARK LOGO: WIDT
 DP8869_PROJECTION: FLUSH
 DP8869_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8869+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2014
 DP8869
 DP8869  HISTORY     - Date     Condition        Report By
 DP8869  HISTORY     - 2013     MONUMENTED       WIDT
 DP8869  HISTORY     - 20140630 GOOD             WIDT
 DP8869
 DP8869                          STATION DESCRIPTION
 DP8869
 DP8869'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8869'THE STATION IS LOCATED APPROXIMATELY 14 MI (22.5 KM) EAST OF NEOPIT, 9
 DP8869'MI (14.5 KM) NORTH-NORTHEAST OF KESHENA AND 8 MI (12.9 KM) WEST OF
 DP8869'SURING.
 DP8869'
 DP8869'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8869'HIGHWAY M EAST, APPROXIMATELY 8 MI (12.9 KM) NORTH OF KESHENA, GO EAST
 DP8869'ON COUNTY HIGHWAY M FOR 2.75 MI (4.4 KM) TO COUNTY HIGHWAY AA ON THE
 DP8869'LEFT AND THE STATION ON THE LEFT.
 DP8869'
 DP8869'THE STATION IS 26.3 M (86.3 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8869'HIGHWAY M, 6.0 M (19.7 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DP8869'AA, 14.4 M (47.2 FT) NORTH OF A -STOP- SIGN POST AND LOCATED IN THE
 DP8869'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8869'
 DP8869'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8869'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST EXTENDING
 DP8869'TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8869'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8869'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8869'0.5 M (1.6 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1839 ***********************************************************************
 DP1839  DESIGNATION -  5W90
 DP1839  PID         -  DP1839
 DP1839  STATE/COUNTY-  WI/SHAWANO
 DP1839  COUNTRY     -  US
 DP1839  USGS QUAD   -  BOWLER (2018)
 DP1839
 DP1839                         *CURRENT SURVEY CONTROL
 DP1839  ______________________________________________________________________
 DP1839* NAD 83(2011) POSITION- 44 46 23.98915(N) 088 53 56.19111(W)   ADJUSTED
 DP1839* NAD 83(2011) ELLIP HT-   253.636 (meters)        (04/14/17)   ADJUSTED
 DP1839* NAD 83(2011) EPOCH   -  2010.00
 DP1839* NAVD 88 ORTHO HEIGHT -   289.820 (meters)      950.85  (feet) ADJUSTED
 DP1839  ______________________________________________________________________
 DP1839  GEOID HEIGHT    -        -36.187 (meters)                     GEOID18
 DP1839  NAD 83(2011) X  -     87,154.649 (meters)                     COMP
 DP1839  NAD 83(2011) Y  - -4,534,710.010 (meters)                     COMP
 DP1839  NAD 83(2011) Z  -  4,469,680.050 (meters)                     COMP
 DP1839  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 DP1839  DYNAMIC HEIGHT  -        289.776 (meters)      950.71  (feet) COMP
 DP1839  MODELED GRAVITY -    980,459.0   (mgal)                       NAVD 88
 DP1839
 DP1839  VERT ORDER      -  SECOND    CLASS I
 DP1839
 DP1839  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1839  Standards:
 DP1839         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1839            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1839  -------------------------------------------------------------------
 DP1839  NETWORK    0.52   0.53           0.24   0.18   0.27      0.08563426
 DP1839  -------------------------------------------------------------------
 DP1839  Click here for local accuracies and other accuracy information.
 DP1839
 DP1839.The horizontal coordinates were established by GPS observations
 DP1839.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP1839
 DP1839.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1839.been affixed to the stable North American tectonic plate. See 
 DP1839.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1839
 DP1839.The horizontal coordinates are valid at the epoch date displayed above
 DP1839.which is a decimal equivalence of Year/Month/Day.
 DP1839
 DP1839.The orthometric height was determined by differential leveling and
 DP1839.adjusted by the NATIONAL GEODETIC SURVEY
 DP1839.in February 2017.
 DP1839
 DP1839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1839.GEOID18 height accuracy estimate available here.
 DP1839
 DP1839.Click photographs - Photos may exist for this station.
 DP1839
 DP1839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1839
 DP1839.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1839
 DP1839.The ellipsoidal height was determined by GPS observations
 DP1839.and is referenced to NAD 83.
 DP1839
 DP1839.The dynamic height is computed by dividing the NAVD 88
 DP1839.geopotential number by the normal gravity value computed on the
 DP1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1839.degrees latitude (g = 980.6199 gals.).
 DP1839
 DP1839.The modeled gravity was interpolated from observed gravity values.
 DP1839
 DP1839. The following values were computed from the NAD 83(2011) position.
 DP1839
 DP1839;                    North         East     Units Scale Factor Converg.
 DP1839;SPC WI C     -   105,041.729   687,148.855   MT  0.99994231   +0 46 36.8
 DP1839;SPC WI C     -   344,624.41  2,254,420.87   sFT  0.99994231   +0 46 36.8
 DP1839;UTM  16      - 4,959,524.767   349,745.137   MT  0.99987763   -1 20 15.7
 DP1839
 DP1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1839!SPC WI C     -   0.99996023  x   0.99994231  =   0.99990255
 DP1839!UTM  16      -   0.99996023  x   0.99987763  =   0.99983787
 DP1839
 DP1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4974559524(NAD 83)
 DP1839
 DP1839                          SUPERSEDED SURVEY CONTROL
 DP1839
 DP1839  NAVD 88 (03/19/14)  289.820  (m)          950.85   (f) SUPERSEDED  2 1
 DP1839
 DP1839.Superseded values are not recommended for survey control.
 DP1839
 DP1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1839.See file dsdata.pdf to determine how the superseded data were derived.
 DP1839
 DP1839_MARKER: DD = SURVEY DISK
 DP1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1839_STAMPING: 5W90 2012
 DP1839_MARK LOGO: WIDT
 DP1839_PROJECTION: FLUSH
 DP1839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1839+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DP1839
 DP1839  HISTORY     - Date     Condition        Report By
 DP1839  HISTORY     - 2012     MONUMENTED       WIDT
 DP1839  HISTORY     - 20130626 GOOD             WIDT
 DP1839  HISTORY     - 20150201 GOOD             WIDT
 DP1839
 DP1839                          STATION DESCRIPTION
 DP1839
 DP1839'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1839'THE STATION IS LOCATED APPROXIMATELY 3.6 MI (5.8 KM) NORTH OF
 DP1839'CAROLINE, 3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF TILLEDA AND 2.7 MI (4.3
 DP1839'KM) WEST-NORTHWEST OF LEOPOLIS.
 DP1839'
 DP1839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DP1839'HIGHWAY G, ABOUT 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF TILLEDA, GO
 DP1839'SOUTH ON COUNTY HIGHWAY G FOR 1.0 MI (1.6 KM) TO ZIMDARS ROAD ON THE
 DP1839'LEFT.  CONTINUE SOUTH ON COUNTY HIGHWAY G FOR 1.1 MI (1.8 KM) TO THE
 DP1839'STATION ON THE RIGHT.
 DP1839'
 DP1839'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1839'GEODETIC SURVEY CONTROL STATION DISK SET IN A CONCRETE POST 2.4 M (7.9
 DP1839'FT) DEEP AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY
 DP1839'PAVEMENT.  THE STATION IS 10.8 M (35.4 FT) WEST OF THE CENTERLINE OF
 DP1839'COUNTY HIGHWAY G, 57.5 M (188.6 FT) SOUTH OF THE SOUTH END OF A
 DP1839'CORRUGATED METAL CULVERT PIPE, 23.8 M (78.1 FT) SOUTHWEST OF A POWER
 DP1839'POLE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP1839'PLASTIC WITNESS POSTS.
 DP1839'
 DP1839'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1839'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE NORTHEAST
 DP1839'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
 DP1839
 DP1839                          STATION RECOVERY (2015)
 DP1839
 DP1839'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DP1839'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2616 ***********************************************************************
 DL2616  DESIGNATION -  5X01
 DL2616  PID         -  DL2616
 DL2616  STATE/COUNTY-  WI/OUTAGAMIE
 DL2616  COUNTRY     -  US
 DL2616  USGS QUAD   -  BLACK CREEK (2018)
 DL2616
 DL2616                         *CURRENT SURVEY CONTROL
 DL2616  ______________________________________________________________________
 DL2616* NAD 83(1986) POSITION- 44 28 55.27   (N) 088 27 04.42   (W)   HD_HELD1
 DL2616* NAVD 88 ORTHO HEIGHT -   236.402 (meters)      775.60  (feet) ADJUSTED
 DL2616  ______________________________________________________________________
 DL2616  GEOID HEIGHT    -        -36.307 (meters)                     GEOID18
 DL2616  DYNAMIC HEIGHT  -        236.368 (meters)      775.48  (feet) COMP
 DL2616  MODELED GRAVITY -    980,468.1   (mgal)                       NAVD 88
 DL2616
 DL2616  VERT ORDER      -  SECOND    CLASS I
 DL2616
 DL2616.The horizontal coordinates were determined by differentially corrected
 DL2616.hand held GPS observations or other comparable positioning techniques
 DL2616.and have an estimated accuracy of +/- 3 meters.
 DL2616
 DL2616.The orthometric height was determined by differential leveling and
 DL2616.adjusted by the WI DEPT OF TRANSP
 DL2616.in May 2012.
 DL2616
 DL2616.No vertical observational check was made to the station.
 DL2616
 DL2616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2616.GEOID18 height accuracy estimate available here.
 DL2616
 DL2616.Click photographs - Photos may exist for this station.
 DL2616
 DL2616.The dynamic height is computed by dividing the NAVD 88
 DL2616.geopotential number by the normal gravity value computed on the
 DL2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2616.degrees latitude (g = 980.6199 gals.).
 DL2616
 DL2616.The modeled gravity was interpolated from observed gravity values.
 DL2616
 DL2616;                    North         East    Units  Estimated Accuracy
 DL2616;SPC WI C     -    73,255.6     723,199.1     MT  (+/- 3 meters HH1 GPS) 
 DL2616
 DL2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8459426436(NAD 83)
 DL2616
 DL2616                          SUPERSEDED SURVEY CONTROL
 DL2616
 DL2616.No superseded survey control is available for this station.
 DL2616
 DL2616_MARKER: DD = SURVEY DISK
 DL2616_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL2616_SP_SET: BRIDGE ABUTMENT
 DL2616_STAMPING: 5X01 2007
 DL2616_MARK LOGO: WIDT
 DL2616_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2616+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2008
 DL2616
 DL2616  HISTORY     - Date     Condition        Report By
 DL2616  HISTORY     - 2007     MONUMENTED       WIDT
 DL2616  HISTORY     - 20081023 GOOD             WIDT
 DL2616
 DL2616                          STATION DESCRIPTION
 DL2616
 DL2616'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2616'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 (STATE
 DL2616'STREET) WITH STATE HIGHWAY 47 (MAIN STREET) IN THE VILLAGE OF BLACK
 DL2616'CREEK, GO NORTH ON STATE HIGHWAY 47 (NORTH MAIN STREET) FOR 0.3 MILE
 DL2616'TO BRIDGE --B-44-138-92-- OVER BLACK CREEK AND THE STATION ON THE
 DL2616'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2616'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5X01 2007-- SET IN A
 DL2616'DRILL HOLE IN THE TOP OF WEST END OF THE NORTH BRIDGE ABUTMENT
 DL2616'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.0 M
 DL2616'(23.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 47, 37 M (121.4 FT)
 DL2616'NORTH OF A GREEN --BLACK CREEK-- SIGN, AND 1.0 M (3.3 FT) SOUTHEAST OF
 DL2616'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2616'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2617 ***********************************************************************
 DL2617  DESIGNATION -  5X02
 DL2617  PID         -  DL2617
 DL2617  STATE/COUNTY-  WI/OUTAGAMIE
 DL2617  COUNTRY     -  US
 DL2617  USGS QUAD   -  NICHOLS (2018)
 DL2617
 DL2617                         *CURRENT SURVEY CONTROL
 DL2617  ______________________________________________________________________
 DL2617* NAD 83(1986) POSITION- 44 30 46.46   (N) 088 27 16.33   (W)   HD_HELD1
 DL2617* NAVD 88 ORTHO HEIGHT -   237.554 (meters)      779.38  (feet) ADJUSTED
 DL2617  ______________________________________________________________________
 DL2617  GEOID HEIGHT    -        -36.305 (meters)                     GEOID18
 DL2617  DYNAMIC HEIGHT  -        237.520 (meters)      779.26  (feet) COMP
 DL2617  MODELED GRAVITY -    980,468.7   (mgal)                       NAVD 88
 DL2617
 DL2617  VERT ORDER      -  SECOND    CLASS I
 DL2617
 DL2617.The horizontal coordinates were determined by differentially corrected
 DL2617.hand held GPS observations or other comparable positioning techniques
 DL2617.and have an estimated accuracy of +/- 3 meters.
 DL2617
 DL2617.The orthometric height was determined by differential leveling and
 DL2617.adjusted by the WI DEPT OF TRANSP
 DL2617.in May 2012.
 DL2617
 DL2617.No vertical observational check was made to the station.
 DL2617
 DL2617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2617.GEOID18 height accuracy estimate available here.
 DL2617
 DL2617.Click photographs - Photos may exist for this station.
 DL2617
 DL2617.The dynamic height is computed by dividing the NAVD 88
 DL2617.geopotential number by the normal gravity value computed on the
 DL2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2617.degrees latitude (g = 980.6199 gals.).
 DL2617
 DL2617.The modeled gravity was interpolated from observed gravity values.
 DL2617
 DL2617;                    North         East    Units  Estimated Accuracy
 DL2617;SPC WI C     -    76,682.0     722,870.7     MT  (+/- 3 meters HH1 GPS) 
 DL2617
 DL2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8439229871(NAD 83)
 DL2617
 DL2617                          SUPERSEDED SURVEY CONTROL
 DL2617
 DL2617.No superseded survey control is available for this station.
 DL2617
 DL2617_MARKER: DD = SURVEY DISK
 DL2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2617_STAMPING: 5X02 2007
 DL2617_MARK LOGO: WIDT
 DL2617_PROJECTION: FLUSH
 DL2617_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2617+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2008
 DL2617
 DL2617  HISTORY     - Date     Condition        Report By
 DL2617  HISTORY     - 2008     MONUMENTED       WIDT
 DL2617  HISTORY     - 20081023 GOOD             WIDT
 DL2617
 DL2617                          STATION DESCRIPTION
 DL2617
 DL2617'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2617'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DL2617'HIGHWAY G EAST AND MEYER ROAD WEST APPROXIMATELY 6 MI (9.7 KM) WEST OF
 DL2617'THE CITY OF SEYMOUR, GO SOUTH ON STATE HIGHWAY 47 FOR 0.7 MILE TO
 DL2617'SCHNABL ROAD RIGHT, TURN RIGHT AND GO WEST ON SCHNABL ROAD FOR 0.17
 DL2617'MILE TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2617'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2617'STAMPED --5X02 2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DL2617'CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2617'APPROXIMATELY 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS
 DL2617'7.7 M (25.3 FT) NORTH OF THE CENTERLINE OF SCHNABL ROAD, 76 M (249.3
 DL2617'FT) EAST OF A --STOP-- SIGN AT A RAILROAD CROSSING, 31.5 M (103.3 FT)
 DL2617'NORTHEAST OF A --STOP AHEAD-- WOOD SIGN POST, 31.5 M (103.3 FT) WEST
 DL2617'OF THE CENTERLINE OF A FIELD ENTRANCE, 15.3 M (50.2 FT) NORTH OF A 2-M
 DL2617'HIGH TREE STUMP WITH A --WARNING NO HUNTING-- SIGN ATTACHED, 4.9 M
 DL2617'(16.1 FT) EAST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, AND 1.0
 DL2617'M (3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHWEST, AND 1.0 M (3.3 FT)
 DL2617'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DL2617'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DL2617'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2620 ***********************************************************************
 DL2620  DESIGNATION -  5X03
 DL2620  PID         -  DL2620
 DL2620  STATE/COUNTY-  WI/OUTAGAMIE
 DL2620  COUNTRY     -  US
 DL2620  USGS QUAD   -  NICHOLS (2018)
 DL2620
 DL2620                         *CURRENT SURVEY CONTROL
 DL2620  ______________________________________________________________________
 DL2620* NAD 83(1986) POSITION- 44 34 26.35   (N) 088 27 05.09   (W)   HD_HELD1
 DL2620* NAVD 88 ORTHO HEIGHT -   240.934 (meters)      790.46  (feet) ADJUSTED
 DL2620  ______________________________________________________________________
 DL2620  GEOID HEIGHT    -        -36.293 (meters)                     GEOID18
 DL2620  DYNAMIC HEIGHT  -        240.900 (meters)      790.35  (feet) COMP
 DL2620  MODELED GRAVITY -    980,472.8   (mgal)                       NAVD 88
 DL2620
 DL2620  VERT ORDER      -  SECOND    CLASS I
 DL2620
 DL2620.The horizontal coordinates were determined by differentially corrected
 DL2620.hand held GPS observations or other comparable positioning techniques
 DL2620.and have an estimated accuracy of +/- 3 meters.
 DL2620
 DL2620.The orthometric height was determined by differential leveling and
 DL2620.adjusted by the WI DEPT OF TRANSP
 DL2620.in May 2012.
 DL2620
 DL2620.No vertical observational check was made to the station.
 DL2620
 DL2620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2620.GEOID18 height accuracy estimate available here.
 DL2620
 DL2620.Click photographs - Photos may exist for this station.
 DL2620
 DL2620.The dynamic height is computed by dividing the NAVD 88
 DL2620.geopotential number by the normal gravity value computed on the
 DL2620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2620.degrees latitude (g = 980.6199 gals.).
 DL2620
 DL2620.The modeled gravity was interpolated from observed gravity values.
 DL2620
 DL2620;                    North         East    Units  Estimated Accuracy
 DL2620;SPC WI C     -    83,472.6     722,989.5     MT  (+/- 3 meters HH1 GPS) 
 DL2620
 DL2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8476136651(NAD 83)
 DL2620
 DL2620                          SUPERSEDED SURVEY CONTROL
 DL2620
 DL2620.No superseded survey control is available for this station.
 DL2620
 DL2620_MARKER: DD = SURVEY DISK
 DL2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2620_STAMPING: 5X03 2007
 DL2620_MARK LOGO: WIDT
 DL2620_PROJECTION: FLUSH
 DL2620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2620+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2008
 DL2620
 DL2620  HISTORY     - Date     Condition        Report By
 DL2620  HISTORY     - 2008     MONUMENTED       WIDT
 DL2620  HISTORY     - 20081022 GOOD             WIDT
 DL2620
 DL2620                          STATION DESCRIPTION
 DL2620
 DL2620'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2620'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DL2620'HIGHWAY VV APPROXIMATELY 1 MILE EAST OF THE COMMUNITY OF NICHOLS AND 6
 DL2620'MI (9.7 KM) NORTH OF THE VILLAGE OF BLACK CREEK, GO NORTH ON STATE
 DL2620'HIGHWAY 47 FOR 0.4 MILE TO COUNTY HIGHWAY F LEFT AND EAST NICHOLS ROAD
 DL2620'RIGHT, CONTINUE NORTH ON STATE HIGHWAY 47 FOR 0.6 MI (1.0 KM) TO
 DL2620'CICERO ROAD, TURN LEFT AND GO WEST ON CICERO ROAD FOR 0.15 MILE TO THE
 DL2620'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2620'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5X03
 DL2620'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4
 DL2620'M (8.0 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT)
 DL2620'BELOW THE ROAD PAVEMENT.  THE STATION IS 8.9 M (29.2 FT) SOUTH OF THE
 DL2620'CENTERLINE OF CICERO ROAD, APPROXIMATELY 106 M (347.8 FT) EAST OF A
 DL2620'--STOP AHEAD-- WOOD SIGN POST, 20.3 M (66.6 FT) SOUTHEAST OF POWER
 DL2620'POLE --80-25027 RESET-84--, AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT)
 DL2620'NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2620'POSTS.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN
 DL2620'THE NORTH AND EAST QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE
 DL2620'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2621 ***********************************************************************
 DL2621  DESIGNATION -  5X04
 DL2621  PID         -  DL2621
 DL2621  STATE/COUNTY-  WI/OUTAGAMIE
 DL2621  COUNTRY     -  US
 DL2621  USGS QUAD   -  NICHOLS (2018)
 DL2621
 DL2621                         *CURRENT SURVEY CONTROL
 DL2621  ______________________________________________________________________
 DL2621* NAD 83(1986) POSITION- 44 35 21.24   (N) 088 26 51.16   (W)   HD_HELD1
 DL2621* NAVD 88 ORTHO HEIGHT -   241.532 (meters)      792.43  (feet) ADJUSTED
 DL2621  ______________________________________________________________________
 DL2621  GEOID HEIGHT    -        -36.289 (meters)                     GEOID18
 DL2621  DYNAMIC HEIGHT  -        241.498 (meters)      792.31  (feet) COMP
 DL2621  MODELED GRAVITY -    980,473.8   (mgal)                       NAVD 88
 DL2621
 DL2621  VERT ORDER      -  SECOND    CLASS I
 DL2621
 DL2621.The horizontal coordinates were determined by differentially corrected
 DL2621.hand held GPS observations or other comparable positioning techniques
 DL2621.and have an estimated accuracy of +/- 3 meters.
 DL2621
 DL2621.The orthometric height was determined by differential leveling and
 DL2621.adjusted by the WI DEPT OF TRANSP
 DL2621.in May 2012.
 DL2621
 DL2621.No vertical observational check was made to the station.
 DL2621
 DL2621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2621.GEOID18 height accuracy estimate available here.
 DL2621
 DL2621.Click photographs - Photos may exist for this station.
 DL2621
 DL2621.The dynamic height is computed by dividing the NAVD 88
 DL2621.geopotential number by the normal gravity value computed on the
 DL2621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2621.degrees latitude (g = 980.6199 gals.).
 DL2621
 DL2621.The modeled gravity was interpolated from observed gravity values.
 DL2621
 DL2621;                    North         East    Units  Estimated Accuracy
 DL2621;SPC WI C     -    85,172.4     723,264.4     MT  (+/- 3 meters HH1 GPS) 
 DL2621
 DL2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8509838340(NAD 83)
 DL2621
 DL2621                          SUPERSEDED SURVEY CONTROL
 DL2621
 DL2621.No superseded survey control is available for this station.
 DL2621
 DL2621_MARKER: DD = SURVEY DISK
 DL2621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL2621_SP_SET: BRIDGE WINGWALL
 DL2621_STAMPING: 5X04 2007
 DL2621_MARK LOGO: WIDT
 DL2621_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2621+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2008
 DL2621
 DL2621  HISTORY     - Date     Condition        Report By
 DL2621  HISTORY     - 2007     MONUMENTED       WIDT
 DL2621  HISTORY     - 20081022 GOOD             WIDT
 DL2621
 DL2621                          STATION DESCRIPTION
 DL2621
 DL2621'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2621'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DL2621'HIGHWAY 156 EAST APPROXIMATELY 9 MI (14.5 KM) SOUTH OF THE VILLAGE OF
 DL2621'BONDUEL AND 1 MILE WEST OF THE COMMUNITY OF BRIARTON, GO SOUTH ON
 DL2621'STATE HIGHWAY 47 FOR 1.0 MILE TO SHADY LANE WEST, THE
 DL2621'OUTAGAMIE-SHAWANO COUNTY LINE, BRIDGE --B-44-139-92--, AND THE STATION
 DL2621'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2621'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5X04
 DL2621'2007-- SET IN A DRILL HOLE IN THE TOP OF THE NORTHWEST BRIDGE WING
 DL2621'WALL APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DL2621'7.9 M (25.9 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 47, 13.9 M
 DL2621'(45.6 FT) SOUTH OF THE CENTERLINE OF SHADY LANE WEST, 52 M (170.6 FT)
 DL2621'NORTH OF THE EXTENDED CENTERLINE OF SHADY LANE EAST, AND 0.6 M (2.0
 DL2621'FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DL2621'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2621'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2624 ***********************************************************************
 DL2624  DESIGNATION -  5X05
 DL2624  PID         -  DL2624
 DL2624  STATE/COUNTY-  WI/SHAWANO
 DL2624  COUNTRY     -  US
 DL2624  USGS QUAD   -  BONDUEL (2018)
 DL2624
 DL2624                         *CURRENT SURVEY CONTROL
 DL2624  ______________________________________________________________________
 DL2624* NAD 83(1986) POSITION- 44 38 16.54   (N) 088 25 31.62   (W)   HD_HELD1
 DL2624* NAVD 88 ORTHO HEIGHT -   254.088 (meters)      833.62  (feet) ADJUSTED
 DL2624  ______________________________________________________________________
 DL2624  GEOID HEIGHT    -        -36.267 (meters)                     GEOID18
 DL2624  DYNAMIC HEIGHT  -        254.054 (meters)      833.51  (feet) COMP
 DL2624  MODELED GRAVITY -    980,477.3   (mgal)                       NAVD 88
 DL2624
 DL2624  VERT ORDER      -  SECOND    CLASS I
 DL2624
 DL2624.The horizontal coordinates were determined by differentially corrected
 DL2624.hand held GPS observations or other comparable positioning techniques
 DL2624.and have an estimated accuracy of +/- 3 meters.
 DL2624
 DL2624.The orthometric height was determined by differential leveling and
 DL2624.adjusted by the WI DEPT OF TRANSP
 DL2624.in May 2012.
 DL2624
 DL2624.No vertical observational check was made to the station.
 DL2624
 DL2624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2624.GEOID18 height accuracy estimate available here.
 DL2624
 DL2624.Click photographs - Photos may exist for this station.
 DL2624
 DL2624.The dynamic height is computed by dividing the NAVD 88
 DL2624.geopotential number by the normal gravity value computed on the
 DL2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2624.degrees latitude (g = 980.6199 gals.).
 DL2624
 DL2624.The modeled gravity was interpolated from observed gravity values.
 DL2624
 DL2624;                    North         East    Units  Estimated Accuracy
 DL2624;SPC WI C     -    90,616.0     724,913.5     MT  (+/- 3 meters HH1 GPS) 
 DL2624
 DL2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8694743718(NAD 83)
 DL2624
 DL2624                          SUPERSEDED SURVEY CONTROL
 DL2624
 DL2624.No superseded survey control is available for this station.
 DL2624
 DL2624_MARKER: DD = SURVEY DISK
 DL2624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL2624_SP_SET: BRIDGE WINGWALL
 DL2624_STAMPING: 5X05 2007
 DL2624_MARK LOGO: WIDT
 DL2624_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2624+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 DL2624
 DL2624  HISTORY     - Date     Condition        Report By
 DL2624  HISTORY     - 2007     MONUMENTED       WIDT
 DL2624  HISTORY     - 20081016 GOOD             WIDT
 DL2624
 DL2624                          STATION DESCRIPTION
 DL2624
 DL2624'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DL2624'HIGHWAY S EAST AND DEAD END LANE WEST APPROXIMATELY 6 MI (9.7 KM)
 DL2624'SOUTH OF THE VILLAGE OF BONDUEL, GO EAST ON COUNTY HIGHWAY S FOR 1.0
 DL2624'MI (1.6 KM) TO OLD 47 ROAD, TURN RIGHT AND GO SOUTH ON OLD 47 ROAD FOR
 DL2624'0.5 MILE TO MAPLE LANE RIGHT, CONTINUE SOUTH ON OLD 47 ROAD FOR 0.05
 DL2624'MILE TO A BRIDGE AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DL2624'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2624'DISK STAMPED --5X05 2007-- SET IN A DRILL HOLE IN THE TOP OF THE
 DL2624'NORTHEAST BRIDGE WING WALL APPROXIMATELY 0.2 M (0.7 FT) BELOW THE ROAD
 DL2624'PAVEMENT.  THE STATION IS 3.7 M (12.1 FT) EAST OF THE CENTERLINE OF
 DL2624'OLD 47 ROAD, 11.0 M (36.1 FT) SOUTHWEST OF POWER POLE --67-4612--, AND
 DL2624'0.6 M (2.0 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL2624'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 DL2624'EXTENDING TO 70 DEGREES AND TREES TO THE SOUTH EXTENDING TO 25 DEGREES
 DL2624'ABOVE THE HORIZON, AND POWER LINES OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2625 ***********************************************************************
 DL2625  DESIGNATION -  5X06
 DL2625  PID         -  DL2625
 DL2625  STATE/COUNTY-  WI/SHAWANO
 DL2625  COUNTRY     -  US
 DL2625  USGS QUAD   -  BONDUEL (2018)
 DL2625
 DL2625                         *CURRENT SURVEY CONTROL
 DL2625  ______________________________________________________________________
 DL2625* NAD 83(1986) POSITION- 44 38 50.81   (N) 088 26 42.79   (W)   HD_HELD1
 DL2625* NAVD 88 ORTHO HEIGHT -   253.535 (meters)      831.81  (feet) ADJUSTED
 DL2625  ______________________________________________________________________
 DL2625  GEOID HEIGHT    -        -36.271 (meters)                     GEOID18
 DL2625  DYNAMIC HEIGHT  -        253.501 (meters)      831.69  (feet) COMP
 DL2625  MODELED GRAVITY -    980,477.8   (mgal)                       NAVD 88
 DL2625
 DL2625  VERT ORDER      -  SECOND    CLASS I
 DL2625
 DL2625.The horizontal coordinates were determined by differentially corrected
 DL2625.hand held GPS observations or other comparable positioning techniques
 DL2625.and have an estimated accuracy of +/- 3 meters.
 DL2625
 DL2625.The orthometric height was determined by differential leveling and
 DL2625.adjusted by the WI DEPT OF TRANSP
 DL2625.in May 2012.
 DL2625
 DL2625.No vertical observational check was made to the station.
 DL2625
 DL2625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2625.GEOID18 height accuracy estimate available here.
 DL2625
 DL2625.Click photographs - Photos may exist for this station.
 DL2625
 DL2625.The dynamic height is computed by dividing the NAVD 88
 DL2625.geopotential number by the normal gravity value computed on the
 DL2625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2625.degrees latitude (g = 980.6199 gals.).
 DL2625
 DL2625.The modeled gravity was interpolated from observed gravity values.
 DL2625
 DL2625;                    North         East    Units  Estimated Accuracy
 DL2625;SPC WI C     -    91,643.4     723,325.1     MT  (+/- 3 meters HH1 GPS) 
 DL2625
 DL2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8539844803(NAD 83)
 DL2625
 DL2625                          SUPERSEDED SURVEY CONTROL
 DL2625
 DL2625.No superseded survey control is available for this station.
 DL2625
 DL2625_MARKER: DD = SURVEY DISK
 DL2625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL2625_SP_SET: BRIDGE WINGWALL
 DL2625_STAMPING: 5X06 2007
 DL2625_MARK LOGO: WIDT
 DL2625_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2625+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 DL2625
 DL2625  HISTORY     - Date     Condition        Report By
 DL2625  HISTORY     - 2007     MONUMENTED       WIDT
 DL2625  HISTORY     - 20081016 GOOD             WIDT
 DL2625
 DL2625                          STATION DESCRIPTION
 DL2625
 DL2625'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2625'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DL2625'HIGHWAY S EAST AND DEAD END LANE WEST APPROXIMATELY 6 MI (9.7 KM)
 DL2625'SOUTH OF THE VILLAGE OF BONDUEL, GO NORTH ON STATE HIGHWAY 47 FOR 0.09
 DL2625'MILE TO BRIDGE --B-58-51-92-- OVER THE EAST BRANCH OF THE SHIOC RIVER
 DL2625'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DL2625'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2625'STAMPED --5X06 2007-- SET IN A DRILL HOLE IN THE TOP OF THE NORTHWEST
 DL2625'BRIDGE WING WALL APPROXIMATELY 0.2 M (0.7 FT) BELOW THE HIGHWAY
 DL2625'PAVEMENT.  THE STATION IS 7.3 M (24.0 FT) WEST OF THE CENTERLINE OF
 DL2625'STATE HIGHWAY 47, 26.0 M (85.3 FT) SOUTH OF THE EAST WOOD POST OF AN
 DL2625'--ANGELICA LEFT-- SIGN, AND 0.7 M (2.3 FT) SOUTHEAST OF A WHITE
 DL2625'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2625'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2527 ***********************************************************************
 DQ2527  DESIGNATION -  5X07
 DQ2527  PID         -  DQ2527
 DQ2527  STATE/COUNTY-  WI/SHAWANO
 DQ2527  COUNTRY     -  US
 DQ2527  USGS QUAD   -  BONDUEL (2018)
 DQ2527
 DQ2527                         *CURRENT SURVEY CONTROL
 DQ2527  ______________________________________________________________________
 DQ2527* NAD 83(1986) POSITION- 44 44 05.4    (N) 088 26 06.2    (W)   HD_HELD2
 DQ2527* NAVD 88 ORTHO HEIGHT -   276.623 (meters)      907.55  (feet) ADJUSTED
 DQ2527  ______________________________________________________________________
 DQ2527  GEOID HEIGHT    -        -36.234 (meters)                     GEOID18
 DQ2527  DYNAMIC HEIGHT  -        276.588 (meters)      907.44  (feet) COMP
 DQ2527  MODELED GRAVITY -    980,484.7   (mgal)                       NAVD 88
 DQ2527
 DQ2527  VERT ORDER      -  SECOND    CLASS I
 DQ2527
 DQ2527.The horizontal coordinates were established by autonomous hand held GPS
 DQ2527.observations and have an estimated accuracy of +/- 10 meters.
 DQ2527
 DQ2527.The orthometric height was determined by differential leveling and
 DQ2527.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2527.in February 2017.
 DQ2527
 DQ2527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2527.GEOID18 height accuracy estimate available here.
 DQ2527
 DQ2527.Click photographs - Photos may exist for this station.
 DQ2527
 DQ2527.The dynamic height is computed by dividing the NAVD 88
 DQ2527.geopotential number by the normal gravity value computed on the
 DQ2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2527.degrees latitude (g = 980.6199 gals.).
 DQ2527
 DQ2527.The modeled gravity was interpolated from observed gravity values.
 DQ2527
 DQ2527;                    North         East    Units  Estimated Accuracy
 DQ2527;SPC WI C     -   101,367.      723,944.      MT  (+/- 10 meters HH2 GPS)
 DQ2527
 DQ2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8637554496(NAD 83)
 DQ2527
 DQ2527                          SUPERSEDED SURVEY CONTROL
 DQ2527
 DQ2527.No superseded survey control is available for this station.
 DQ2527
 DQ2527_MARKER: DD = SURVEY DISK
 DQ2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2527_STAMPING: 5X07 2014
 DQ2527_MARK LOGO: WIDT
 DQ2527_PROJECTION: FLUSH
 DQ2527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2527+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2015
 DQ2527
 DQ2527  HISTORY     - Date     Condition        Report By
 DQ2527  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2527  HISTORY     - 20150729 GOOD             WIDT
 DQ2527
 DQ2527                          STATION DESCRIPTION
 DQ2527
 DQ2527'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2527'THE STATION IS LOCATED IN THE VILLAGE OF BONDUEL, ABOUT 10 MI (16.1
 DQ2527'KM) NORTHWEST OF PULASKI, 9 MI (14.5 KM) SOUTHEAST OF SHAWANO, AND 5
 DQ2527'MI (8.0 KM) SOUTH OF CECIL.
 DQ2527'
 DQ2527'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117 (CECIL
 DQ2527'STREET) WITH COUNTY HIGHWAY BE (GREEN BAY STREET) IN THE VILLAGE OF
 DQ2527'BONDUEL, GO SOUTHEAST ON COUNTY HIGHWAY BE (GREEN BAY STREET) FOR 0.6
 DQ2527'MI (1.0 KM) TO MADISON STREET ON THE LEFT, GREENWOOD LANE ON THE
 DQ2527'RIGHT, AND THE STATION ON THE RIGHT.
 DQ2527'
 DQ2527'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2527'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2527'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2527'STATION IS 13.7 M (44.9 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DQ2527'HIGHWAY BE (GREEN BAY STREET), 49.4 M (162.1 FT) SOUTHEAST OF THE
 DQ2527'CENTERLINE OF GREENWOOD LANE, 7.3 M (24.0 FT) WEST-SOUTHWEST OF A
 DQ2527'-SPEED LIMIT 55- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DQ2527'BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2527'
 DQ2527'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2527'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2528 ***********************************************************************
 DQ2528  DESIGNATION -  5X08
 DQ2528  PID         -  DQ2528
 DQ2528  STATE/COUNTY-  WI/SHAWANO
 DQ2528  COUNTRY     -  US
 DQ2528  USGS QUAD   -  BONDUEL (2018)
 DQ2528
 DQ2528                         *CURRENT SURVEY CONTROL
 DQ2528  ______________________________________________________________________
 DQ2528* NAD 83(1986) POSITION- 44 43 18.7    (N) 088 24 20.2    (W)   HD_HELD2
 DQ2528* NAVD 88 ORTHO HEIGHT -   292.629 (meters)      960.07  (feet) ADJUSTED
 DQ2528  ______________________________________________________________________
 DQ2528  GEOID HEIGHT    -        -36.240 (meters)                     GEOID18
 DQ2528  DYNAMIC HEIGHT  -        292.592 (meters)      959.95  (feet) COMP
 DQ2528  MODELED GRAVITY -    980,482.8   (mgal)                       NAVD 88
 DQ2528
 DQ2528  VERT ORDER      -  SECOND    CLASS I
 DQ2528
 DQ2528.The horizontal coordinates were established by autonomous hand held GPS
 DQ2528.observations and have an estimated accuracy of +/- 10 meters.
 DQ2528
 DQ2528.The orthometric height was determined by differential leveling and
 DQ2528.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2528.in February 2017.
 DQ2528
 DQ2528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2528.GEOID18 height accuracy estimate available here.
 DQ2528
 DQ2528.Click photographs - Photos may exist for this station.
 DQ2528
 DQ2528.The dynamic height is computed by dividing the NAVD 88
 DQ2528.geopotential number by the normal gravity value computed on the
 DQ2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2528.degrees latitude (g = 980.6199 gals.).
 DQ2528
 DQ2528.The modeled gravity was interpolated from observed gravity values.
 DQ2528
 DQ2528;                    North         East    Units  Estimated Accuracy
 DQ2528;SPC WI C     -    99,972.      726,304.      MT  (+/- 10 meters HH2 GPS)
 DQ2528
 DQ2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8868153014(NAD 83)
 DQ2528
 DQ2528                          SUPERSEDED SURVEY CONTROL
 DQ2528
 DQ2528.No superseded survey control is available for this station.
 DQ2528
 DQ2528_MARKER: DD = SURVEY DISK
 DQ2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2528_STAMPING: 5X08 2014
 DQ2528_MARK LOGO: WIDT
 DQ2528_PROJECTION: FLUSH
 DQ2528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2528+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2015
 DQ2528
 DQ2528  HISTORY     - Date     Condition        Report By
 DQ2528  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2528  HISTORY     - 20150729 GOOD             WIDT
 DQ2528
 DQ2528                          STATION DESCRIPTION
 DQ2528
 DQ2528'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2528'THE STATION IS 11 MI (17.7 KM) SOUTHEAST OF SHAWANO, 9 MI (14.5 KM)
 DQ2528'NORTHWEST OF PULASKI, AND 2 MI (3.2 KM) SOUTHEAST OF BONDUEL.
 DQ2528'
 DQ2528'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND STATE
 DQ2528'HIGHWAY 55 WITH COUNTY HIGHWAY BE ABOUT 3 MI (4.8 KM) SOUTHEAST OF THE
 DQ2528'VILLAGE OF BONDUEL, GO NORTHWEST ON COUNTY HIGHWAY BE FOR 0.5 MI (0.8
 DQ2528'KM) TO HILLTOP ROAD ON THE RIGHT, CONTINUE NORTHWEST ON COUNTY HIGHWAY
 DQ2528'BE FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DQ2528'
 DQ2528'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2528'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2528'INCHES) DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) LOWER THAN THE ROAD
 DQ2528'GRADE.  THE STATION IS 5.6 M (18.4 FT) NORTHEAST OF THE NORTHEAST EDGE
 DQ2528'OF PAVEMENT OF COUNTY HIGHWAY BE, 66 M (216.5 FT) NORTHWEST OF THE
 DQ2528'CENTER OF A WIDE ASPHALT DRIVEWAY -W3306-, 34.2 M (112.2 FT) NORTHWEST
 DQ2528'OF A CONCRETE RIGHT-OF-WAY POST, 10.7 M (35.1 FT) SOUTHEAST OF A STEEL
 DQ2528'RIGHT-OF-WAY POST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ2528'THREE WHITE PLASTIC WITNESS POSTS.
 DQ2528'
 DQ2528'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2528'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2529 ***********************************************************************
 DQ2529  DESIGNATION -  5X09
 DQ2529  PID         -  DQ2529
 DQ2529  STATE/COUNTY-  WI/SHAWANO
 DQ2529  COUNTRY     -  US
 DQ2529  USGS QUAD   -  ZACHOW (2018)
 DQ2529
 DQ2529                         *CURRENT SURVEY CONTROL
 DQ2529  ______________________________________________________________________
 DQ2529* NAD 83(1986) POSITION- 44 42 04.5    (N) 088 21 46.7    (W)   HD_HELD2
 DQ2529* NAVD 88 ORTHO HEIGHT -   276.531 (meters)      907.25  (feet) ADJUSTED
 DQ2529  ______________________________________________________________________
 DQ2529  GEOID HEIGHT    -        -36.250 (meters)                     GEOID18
 DQ2529  DYNAMIC HEIGHT  -        276.495 (meters)      907.13  (feet) COMP
 DQ2529  MODELED GRAVITY -    980,481.3   (mgal)                       NAVD 88
 DQ2529
 DQ2529  VERT ORDER      -  SECOND    CLASS I
 DQ2529
 DQ2529.The horizontal coordinates were established by autonomous hand held GPS
 DQ2529.observations and have an estimated accuracy of +/- 10 meters.
 DQ2529
 DQ2529.The orthometric height was determined by differential leveling and
 DQ2529.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2529.in February 2017.
 DQ2529
 DQ2529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2529.GEOID18 height accuracy estimate available here.
 DQ2529
 DQ2529.Click photographs - Photos may exist for this station.
 DQ2529
 DQ2529.The dynamic height is computed by dividing the NAVD 88
 DQ2529.geopotential number by the normal gravity value computed on the
 DQ2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2529.degrees latitude (g = 980.6199 gals.).
 DQ2529
 DQ2529.The modeled gravity was interpolated from observed gravity values.
 DQ2529
 DQ2529;                    North         East    Units  Estimated Accuracy
 DQ2529;SPC WI C     -    97,749.      729,728.      MT  (+/- 10 meters HH2 GPS)
 DQ2529
 DQ2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9202050667(NAD 83)
 DQ2529
 DQ2529                          SUPERSEDED SURVEY CONTROL
 DQ2529
 DQ2529.No superseded survey control is available for this station.
 DQ2529
 DQ2529_MARKER: DD = SURVEY DISK
 DQ2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2529_STAMPING: 5X09 2014
 DQ2529_MARK LOGO: WIDT
 DQ2529_PROJECTION: FLUSH
 DQ2529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2529+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2015
 DQ2529
 DQ2529  HISTORY     - Date     Condition        Report By
 DQ2529  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2529  HISTORY     - 20150716 GOOD             WIDT
 DQ2529
 DQ2529                          STATION DESCRIPTION
 DQ2529
 DQ2529'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2529'THE STATION IS 13 MI (20.9 KM) SOUTHEAST OF SHAWANO, 13 MI (20.9 KM)
 DQ2529'SOUTH OF GILLETT, AND 6 MI (9.7 KM) WEST-NORTHWEST OF PULASKI.
 DQ2529'
 DQ2529'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 29 AND STATE
 DQ2529'HIGHWAY 55 WITH COUNTY HIGHWAY F, ABOUT 5 MI (8.0 KM) SOUTHEAST OF THE
 DQ2529'VILLAGE OF BONDUEL.
 DQ2529'
 DQ2529'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2529'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2529'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2529'STATION IS 16.1 M (52.8 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DQ2529'F, 31.9 M (104.7 FT) NORTH OF THE EAST END OF THE CURB LINE AT THE
 DQ2529'EDGE OF RADIUS OF WESTBOUND STATE HIGHWAY 29 (APPROXIMATELY 133 FT
 DQ2529'(40.5 M) NORTH OF THE HIGHWAY CENTERLINE), 49.2 M (161.4 FT) SOUTH OF
 DQ2529'THE CENTER OF A FIELD ENTRANCE, 13.3 M (43.6 FT) SOUTH OF A PLASTIC
 DQ2529'RIGHT-OF-WAY POST, 11.3 M (37.1 FT) NORTHWEST OF A STEEL USGS WATER
 DQ2529'LEVEL OBSERVATION WELL -SH 225-, AND LOCATED IN THE CENTER OF A
 DQ2529'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2529'
 DQ2529'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2529'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2530 ***********************************************************************
 DQ2530  DESIGNATION -  5X10
 DQ2530  PID         -  DQ2530
 DQ2530  STATE/COUNTY-  WI/SHAWANO
 DQ2530  COUNTRY     -  US
 DQ2530  USGS QUAD   -  ZACHOW (2018)
 DQ2530
 DQ2530                         *CURRENT SURVEY CONTROL
 DQ2530  ______________________________________________________________________
 DQ2530* NAD 83(1986) POSITION- 44 41 09.0    (N) 088 19 34.4    (W)   HD_HELD2
 DQ2530* NAVD 88 ORTHO HEIGHT -   260.276 (meters)      853.92  (feet) ADJUSTED
 DQ2530  ______________________________________________________________________
 DQ2530  GEOID HEIGHT    -        -36.250 (meters)                     GEOID18
 DQ2530  DYNAMIC HEIGHT  -        260.243 (meters)      853.81  (feet) COMP
 DQ2530  MODELED GRAVITY -    980,482.9   (mgal)                       NAVD 88
 DQ2530
 DQ2530  VERT ORDER      -  SECOND    CLASS I
 DQ2530
 DQ2530.The horizontal coordinates were established by autonomous hand held GPS
 DQ2530.observations and have an estimated accuracy of +/- 10 meters.
 DQ2530
 DQ2530.The orthometric height was determined by differential leveling and
 DQ2530.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2530.in February 2017.
 DQ2530
 DQ2530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2530.GEOID18 height accuracy estimate available here.
 DQ2530
 DQ2530.Click photographs - Photos may exist for this station.
 DQ2530
 DQ2530.The dynamic height is computed by dividing the NAVD 88
 DQ2530.geopotential number by the normal gravity value computed on the
 DQ2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2530.degrees latitude (g = 980.6199 gals.).
 DQ2530
 DQ2530.The modeled gravity was interpolated from observed gravity values.
 DQ2530
 DQ2530;                    North         East    Units  Estimated Accuracy
 DQ2530;SPC WI C     -    96,096.      732,675.      MT  (+/- 10 meters HH2 GPS)
 DQ2530
 DQ2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9490348906(NAD 83)
 DQ2530
 DQ2530                          SUPERSEDED SURVEY CONTROL
 DQ2530
 DQ2530.No superseded survey control is available for this station.
 DQ2530
 DQ2530_MARKER: DD = SURVEY DISK
 DQ2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2530_STAMPING: 5X10 2014
 DQ2530_MARK LOGO: WIDT
 DQ2530_PROJECTION: FLUSH
 DQ2530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2530+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2015
 DQ2530
 DQ2530  HISTORY     - Date     Condition        Report By
 DQ2530  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2530  HISTORY     - 20150716 GOOD             WIDT
 DQ2530
 DQ2530                          STATION DESCRIPTION
 DQ2530
 DQ2530'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2530'THE STATION IS 12 MI (19.3 KM) NORTH OF SEYMOUR, 7 MI (11.3 KM)
 DQ2530'SOUTHEAST OF BONDUEL, AND 4 MI (6.4 KM) WEST-NORTHWEST OF PULASKI.
 DQ2530'
 DQ2530'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DQ2530'HIGHWAY 55 SOUTH AND STATE HIGHWAY 160 EAST (EXIT 242), ABOUT 3 MI
 DQ2530'(4.8 KM) WEST OF THE CITY OF PULASKI, GO WEST ON STATE HIGHWAY 55
 DQ2530'SOUTH FOR 0.15 MI (0.2 KM) TO STATE HIGHWAY 55 SOUTH ON THE LEFT AND
 DQ2530'COUNTY HIGHWAY S AHEAD, CONTINUE WEST ON COUNTY HIGHWAY S FOR 0.05 MI
 DQ2530'(0.1 KM) TO COUNTY HIGHWAY C ON RIGHT AND LOT LANE ON THE LEFT.  TURN
 DQ2530'RIGHT AND GO NORTH ON COUNTY HIGHWAY C FOR 0.9 MI (1.4 KM) TO SPRUCE
 DQ2530'ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON SPRUCE ROAD FOR 0.2
 DQ2530'MI (0.3 KM) TO THE STATION ON THE LEFT.
 DQ2530'
 DQ2530'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2530'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2530'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2530'ROAD GRADE.  THE STATION IS 9.9 M (32.5 FT) SOUTHWEST OF THE
 DQ2530'CENTERLINE OF SPRUCE ROAD, 19.0 M (62.3 FT) NORTHWEST OF A -STOP
 DQ2530'AHEAD- SIGN, 13 M (42.7 FT) SOUTHEAST OF A FIELD ENTRANCE, AND LOCATED
 DQ2530'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DQ2530'POSTS.
 DQ2530'
 DQ2530'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2530'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2531 ***********************************************************************
 DQ2531  DESIGNATION -  5X11
 DQ2531  PID         -  DQ2531
 DQ2531  STATE/COUNTY-  WI/SHAWANO
 DQ2531  COUNTRY     -  US
 DQ2531  USGS QUAD   -  ZACHOW (2018)
 DQ2531
 DQ2531                         *CURRENT SURVEY CONTROL
 DQ2531  ______________________________________________________________________
 DQ2531* NAD 83(1986) POSITION- 44 40 24.5    (N) 088 18 25.6    (W)   HD_HELD2
 DQ2531* NAVD 88 ORTHO HEIGHT -   267.619 (meters)      878.01  (feet) ADJUSTED
 DQ2531  ______________________________________________________________________
 DQ2531  GEOID HEIGHT    -        -36.246 (meters)                     GEOID18
 DQ2531  DYNAMIC HEIGHT  -        267.585 (meters)      877.90  (feet) COMP
 DQ2531  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 DQ2531
 DQ2531  VERT ORDER      -  SECOND    CLASS I
 DQ2531
 DQ2531.The horizontal coordinates were established by autonomous hand held GPS
 DQ2531.observations and have an estimated accuracy of +/- 10 meters.
 DQ2531
 DQ2531.The orthometric height was determined by differential leveling and
 DQ2531.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2531.in February 2017.
 DQ2531
 DQ2531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2531.GEOID18 height accuracy estimate available here.
 DQ2531
 DQ2531.Click photographs - Photos may exist for this station.
 DQ2531
 DQ2531.The dynamic height is computed by dividing the NAVD 88
 DQ2531.geopotential number by the normal gravity value computed on the
 DQ2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2531.degrees latitude (g = 980.6199 gals.).
 DQ2531
 DQ2531.The modeled gravity was interpolated from observed gravity values.
 DQ2531
 DQ2531;                    North         East    Units  Estimated Accuracy
 DQ2531;SPC WI C     -    94,754.      734,218.      MT  (+/- 10 meters HH2 GPS)
 DQ2531
 DQ2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9639647509(NAD 83)
 DQ2531
 DQ2531                          SUPERSEDED SURVEY CONTROL
 DQ2531
 DQ2531.No superseded survey control is available for this station.
 DQ2531
 DQ2531_MARKER: DD = SURVEY DISK
 DQ2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2531_STAMPING: 5X11 2014
 DQ2531_MARK LOGO: WIDT
 DQ2531_PROJECTION: FLUSH
 DQ2531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2531+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2015
 DQ2531
 DQ2531  HISTORY     - Date     Condition        Report By
 DQ2531  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2531  HISTORY     - 20150715 GOOD             WIDT
 DQ2531
 DQ2531                          STATION DESCRIPTION
 DQ2531
 DQ2531'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2531'THE STATION IS 18 MI (29.0 KM) NORTHWEST OF DOWNTOWN GREEN BAY, 11 MI
 DQ2531'(17.7 KM) NORTH OF SEYMOUR, AND 8 MI (12.9 KM) SOUTHEAST OF BONDUEL.
 DQ2531'
 DQ2531'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DQ2531'HIGHWAY 55 SOUTH AND STATE HIGHWAY 160 EAST (EXIT 242), ABOUT 3 MI
 DQ2531'(4.8 KM) WEST OF THE CITY OF PULASKI, LOCATED IN THE SOUTHEAST
 DQ2531'QUADRANT OF THE INTERCHANGE.
 DQ2531'
 DQ2531'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2531'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2531'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2531'STATION IS 20.8 M (68.2 FT) SOUTH OF THE CENTERLINE OF EASTBOUND STATE
 DQ2531'HIGHWAY 160, 34 M (111.5 FT) EAST OF THE CENTER OF THE EXIT RAMP
 DQ2531'TERMINAL FOR WESTBOUND STATE HIGHWAY 29, 27.6 M (90.6 FT)
 DQ2531'EAST-SOUTHEAST OF -STOP- SIGN, 17.3 M (56.8 FT) SOUTHWEST OF A -END OF
 DQ2531'DIVIDED HIGHWAY AHEAD- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE
 DQ2531'FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ2531'
 DQ2531'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2531'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2532 ***********************************************************************
 DQ2532  DESIGNATION -  5X12
 DQ2532  PID         -  DQ2532
 DQ2532  STATE/COUNTY-  WI/SHAWANO
 DQ2532  COUNTRY     -  US
 DQ2532  USGS QUAD   -  ZACHOW (2018)
 DQ2532
 DQ2532                         *CURRENT SURVEY CONTROL
 DQ2532  ______________________________________________________________________
 DQ2532* NAD 83(2011) POSITION- 44 38 37.50608(N) 088 17 29.64341(W)   ADJUSTED
 DQ2532* NAD 83(2011) ELLIP HT-   232.538 (meters)        (04/14/17)   ADJUSTED
 DQ2532* NAD 83(2011) EPOCH   -  2010.00
 DQ2532* NAVD 88 ORTHO HEIGHT -   268.778 (meters)      881.82  (feet) ADJUSTED
 DQ2532  ______________________________________________________________________
 DQ2532  GEOID HEIGHT    -        -36.238 (meters)                     GEOID18
 DQ2532  NAD 83(2011) X  -    135,521.449 (meters)                     COMP
 DQ2532  NAD 83(2011) Y  - -4,543,642.336 (meters)                     COMP
 DQ2532  NAD 83(2011) Z  -  4,459,431.125 (meters)                     COMP
 DQ2532  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 DQ2532  DYNAMIC HEIGHT  -        268.744 (meters)      881.70  (feet) COMP
 DQ2532  MODELED GRAVITY -    980,484.8   (mgal)                       NAVD 88
 DQ2532
 DQ2532  VERT ORDER      -  SECOND    CLASS I
 DQ2532
 DQ2532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2532  Standards:
 DQ2532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2532  -------------------------------------------------------------------
 DQ2532  NETWORK    0.52   0.86           0.23   0.19   0.44     -0.03569505
 DQ2532  -------------------------------------------------------------------
 DQ2532  Click here for local accuracies and other accuracy information.
 DQ2532
 DQ2532.The horizontal coordinates were established by GPS observations
 DQ2532.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2532
 DQ2532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2532.been affixed to the stable North American tectonic plate. See 
 DQ2532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2532
 DQ2532.The horizontal coordinates are valid at the epoch date displayed above
 DQ2532.which is a decimal equivalence of Year/Month/Day.
 DQ2532
 DQ2532.The orthometric height was determined by differential leveling and
 DQ2532.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2532.in February 2017.
 DQ2532
 DQ2532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2532.GEOID18 height accuracy estimate available here.
 DQ2532
 DQ2532.Click photographs - Photos may exist for this station.
 DQ2532
 DQ2532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2532
 DQ2532.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2532
 DQ2532.The ellipsoidal height was determined by GPS observations
 DQ2532.and is referenced to NAD 83.
 DQ2532
 DQ2532.The dynamic height is computed by dividing the NAVD 88
 DQ2532.geopotential number by the normal gravity value computed on the
 DQ2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2532.degrees latitude (g = 980.6199 gals.).
 DQ2532
 DQ2532.The modeled gravity was interpolated from observed gravity values.
 DQ2532
 DQ2532. The following values were computed from the NAD 83(2011) position.
 DQ2532
 DQ2532;                    North         East     Units Scale Factor Converg.
 DQ2532;SPC WI C     -    91,477.746   735,519.675   MT  0.99994889   +1 12 19.5
 DQ2532;SPC WI C     -   300,123.24  2,413,117.47   sFT  0.99994889   +1 12 19.5
 DQ2532;UTM  16      - 4,944,188.251   397,575.771   MT  0.99972901   -0 54 27.6
 DQ2532
 DQ2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2532!SPC WI C     -   0.99996354  x   0.99994889  =   0.99991243
 DQ2532!UTM  16      -   0.99996354  x   0.99972901  =   0.99969256
 DQ2532
 DQ2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9757544188(NAD 83)
 DQ2532
 DQ2532                          SUPERSEDED SURVEY CONTROL
 DQ2532
 DQ2532.No superseded survey control is available for this station.
 DQ2532
 DQ2532_MARKER: DD = SURVEY DISK
 DQ2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2532_STAMPING: 5X12 2014
 DQ2532_MARK LOGO: WIDT
 DQ2532_PROJECTION: FLUSH
 DQ2532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2532+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2015
 DQ2532
 DQ2532  HISTORY     - Date     Condition        Report By
 DQ2532  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2532  HISTORY     - 20150715 GOOD             WIDT
 DQ2532
 DQ2532                          STATION DESCRIPTION
 DQ2532
 DQ2532'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2532'THE STATION IS 16 MI (25.7 KM) NORTHWEST OF DOWNTOWN GREEN BAY, 10 MI
 DQ2532'(16.1 KM) SOUTHEAST OF BONDUEL, AND 9 MI (14.5 KM) NORTH OF SEYMOUR.
 DQ2532'
 DQ2532'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DQ2532'HIGHWAY 55 SOUTH AND STATE HIGHWAY 160 EAST (EXIT 242), ABOUT 3 MI
 DQ2532'(4.8 KM) WEST OF THE CITY OF PULASKI, GO SOUTHEAST ON STATE HIGHWAY 29
 DQ2532'FOR 2.25 MI (3.6 KM) TO REDWOOD DRIVE AND THE STATION ON THE RIGHT.
 DQ2532'
 DQ2532'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2532'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2532'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2532'STATION IS 18.1 M (59.4 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 DQ2532'PAVEMENT OF EASTBOUND STATE HIGHWAY 29, 26.7 M (87.6 FT) SOUTHEAST OF
 DQ2532'THE CENTERLINE OF REDWOOD DRIVE, 41.6 M (136.5 FT) NORTHWEST OF A
 DQ2532'-ADOPT A HIGHWAY- SIGN, 21.7 M (71.2 FT) SOUTH OF A -STOP- SIGN, 7.4 M
 DQ2532'(24.3 FT) EAST OF A STEEL SURVEY MARKER POST, AND LOCATED IN THE
 DQ2532'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2532'
 DQ2532'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2532'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2533 ***********************************************************************
 DQ2533  DESIGNATION -  5X13
 DQ2533  PID         -  DQ2533
 DQ2533  STATE/COUNTY-  WI/SHAWANO
 DQ2533  COUNTRY     -  US
 DQ2533  USGS QUAD   -  SEYMOUR (2018)
 DQ2533
 DQ2533                         *CURRENT SURVEY CONTROL
 DQ2533  ______________________________________________________________________
 DQ2533* NAD 83(1986) POSITION- 44 37 17.3    (N) 088 16 11.5    (W)   HD_HELD2
 DQ2533* NAVD 88 ORTHO HEIGHT -   251.101 (meters)      823.82  (feet) ADJUSTED
 DQ2533  ______________________________________________________________________
 DQ2533  GEOID HEIGHT    -        -36.233 (meters)                     GEOID18
 DQ2533  DYNAMIC HEIGHT  -        251.069 (meters)      823.72  (feet) COMP
 DQ2533  MODELED GRAVITY -    980,485.7   (mgal)                       NAVD 88
 DQ2533
 DQ2533  VERT ORDER      -  SECOND    CLASS I
 DQ2533
 DQ2533.The horizontal coordinates were established by autonomous hand held GPS
 DQ2533.observations and have an estimated accuracy of +/- 10 meters.
 DQ2533
 DQ2533.The orthometric height was determined by differential leveling and
 DQ2533.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2533.in February 2017.
 DQ2533
 DQ2533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2533.GEOID18 height accuracy estimate available here.
 DQ2533
 DQ2533.Click photographs - Photos may exist for this station.
 DQ2533
 DQ2533.The dynamic height is computed by dividing the NAVD 88
 DQ2533.geopotential number by the normal gravity value computed on the
 DQ2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2533.degrees latitude (g = 980.6199 gals.).
 DQ2533
 DQ2533.The modeled gravity was interpolated from observed gravity values.
 DQ2533
 DQ2533;                    North         East    Units  Estimated Accuracy
 DQ2533;SPC WI C     -    89,039.      737,294.      MT  (+/- 10 meters HH2 GPS)
 DQ2533
 DQ2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9925841686(NAD 83)
 DQ2533
 DQ2533                          SUPERSEDED SURVEY CONTROL
 DQ2533
 DQ2533.No superseded survey control is available for this station.
 DQ2533
 DQ2533_MARKER: DD = SURVEY DISK
 DQ2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2533_STAMPING: 5X13 2014
 DQ2533_MARK LOGO: WIDT
 DQ2533_PROJECTION: FLUSH
 DQ2533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2533+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2015
 DQ2533
 DQ2533  HISTORY     - Date     Condition        Report By
 DQ2533  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2533  HISTORY     - 20150715 GOOD             WIDT
 DQ2533
 DQ2533                          STATION DESCRIPTION
 DQ2533
 DQ2533'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2533'THE STATION IS 14 MI (22.5 KM) NORTHWEST OF DOWNTOWN GREEN BAY, 8 MI
 DQ2533'(12.9 KM) NORTH-NORTHEAST OF SEYMOUR, AND 3.5 MI (5.6 KM)
 DQ2533'SOUTH-SOUTHWEST OF PULASKI.
 DQ2533'
 DQ2533'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DQ2533'HIGHWAY 156, ABOUT 5 MI (8.0 KM) SOUTH OF THE CITY OF PULASKI, GO
 DQ2533'NORTHWEST ON STATE HIGHWAY 29 FOR 1.9 MI (3.1 KM) TO HOFA PARK DRIVE
 DQ2533'AND THE STATION ON THE RIGHT.
 DQ2533'
 DQ2533'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2533'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2533'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2533'STATION IS 19.3 M (63.3 FT) NORTHEAST OF THE CENTERLINE OF WESTBOUND
 DQ2533'STATE HIGHWAY 29, 12.0 M (39.4 FT) SOUTH OF THE CENTERLINE HOFA PARK
 DQ2533'DRIVE, 30.5 M (100.1 FT) WEST OF A -DEAD END- SIGN, 26.1 M (85.6 FT)
 DQ2533'WEST-NORTHWEST OF A POWER POLE -94 23015-, AND LOCATED IN THE CENTER
 DQ2533'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2533'
 DQ2533'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2533'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTHEAST
 DQ2533'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2534 ***********************************************************************
 DQ2534  DESIGNATION -  5X14
 DQ2534  PID         -  DQ2534
 DQ2534  STATE/COUNTY-  WI/SHAWANO
 DQ2534  COUNTRY     -  US
 DQ2534  USGS QUAD   -  ONEIDA NORTH (2018)
 DQ2534
 DQ2534                         *CURRENT SURVEY CONTROL
 DQ2534  ______________________________________________________________________
 DQ2534* NAD 83(2011) POSITION- 44 36 00.94369(N) 088 14 46.05559(W)   ADJUSTED
 DQ2534* NAD 83(2011) ELLIP HT-   209.785 (meters)        (04/14/17)   ADJUSTED
 DQ2534* NAD 83(2011) EPOCH   -  2010.00
 DQ2534* NAVD 88 ORTHO HEIGHT -   246.019 (meters)      807.15  (feet) ADJUSTED
 DQ2534  ______________________________________________________________________
 DQ2534  GEOID HEIGHT    -        -36.231 (meters)                     GEOID18
 DQ2534  NAD 83(2011) X  -    139,228.356 (meters)                     COMP
 DQ2534  NAD 83(2011) Y  - -4,546,910.417 (meters)                     COMP
 DQ2534  NAD 83(2011) Z  -  4,455,975.283 (meters)                     COMP
 DQ2534  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 DQ2534  DYNAMIC HEIGHT  -        245.988 (meters)      807.05  (feet) COMP
 DQ2534  MODELED GRAVITY -    980,486.5   (mgal)                       NAVD 88
 DQ2534
 DQ2534  VERT ORDER      -  SECOND    CLASS I
 DQ2534
 DQ2534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2534  Standards:
 DQ2534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2534  -------------------------------------------------------------------
 DQ2534  NETWORK    0.56   0.86           0.25   0.20   0.44      0.09441544
 DQ2534  -------------------------------------------------------------------
 DQ2534  Click here for local accuracies and other accuracy information.
 DQ2534
 DQ2534.The horizontal coordinates were established by GPS observations
 DQ2534.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2534
 DQ2534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2534.been affixed to the stable North American tectonic plate. See 
 DQ2534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2534
 DQ2534.The horizontal coordinates are valid at the epoch date displayed above
 DQ2534.which is a decimal equivalence of Year/Month/Day.
 DQ2534
 DQ2534.The orthometric height was determined by differential leveling and
 DQ2534.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2534.in February 2017.
 DQ2534
 DQ2534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2534.GEOID18 height accuracy estimate available here.
 DQ2534
 DQ2534.Click photographs - Photos may exist for this station.
 DQ2534
 DQ2534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2534
 DQ2534.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2534
 DQ2534.The ellipsoidal height was determined by GPS observations
 DQ2534.and is referenced to NAD 83.
 DQ2534
 DQ2534.The dynamic height is computed by dividing the NAVD 88
 DQ2534.geopotential number by the normal gravity value computed on the
 DQ2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2534.degrees latitude (g = 980.6199 gals.).
 DQ2534
 DQ2534.The modeled gravity was interpolated from observed gravity values.
 DQ2534
 DQ2534. The following values were computed from the NAD 83(2011) position.
 DQ2534
 DQ2534;                    North         East     Units Scale Factor Converg.
 DQ2534;SPC WI C     -    86,723.206   739,228.054   MT  0.99995224   +1 14 15.0
 DQ2534;SPC WI C     -   284,524.39  2,425,284.04   sFT  0.99995224   +1 14 15.0
 DQ2534;UTM  16      - 4,939,301.330   401,105.545   MT  0.99972027   -0 52 30.2
 DQ2534
 DQ2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2534!SPC WI C     -   0.99996711  x   0.99995224  =   0.99991935
 DQ2534!UTM  16      -   0.99996711  x   0.99972027  =   0.99968739
 DQ2534
 DQ2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0110539301(NAD 83)
 DQ2534
 DQ2534                          SUPERSEDED SURVEY CONTROL
 DQ2534
 DQ2534.No superseded survey control is available for this station.
 DQ2534
 DQ2534_MARKER: DD = SURVEY DISK
 DQ2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2534_STAMPING: 5X14 2014
 DQ2534_MARK LOGO: WIDT
 DQ2534_PROJECTION: FLUSH
 DQ2534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2534+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2015
 DQ2534
 DQ2534  HISTORY     - Date     Condition        Report By
 DQ2534  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2534  HISTORY     - 20150714 GOOD             WIDT
 DQ2534
 DQ2534                          STATION DESCRIPTION
 DQ2534
 DQ2534'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2534'THE STATION IS 13 MI (20.9 KM) NORTHWEST OF DOWNTOWN GREEN BAY, 7 MI
 DQ2534'(11.3 KM) NORTHEAST OF SEYMOUR, AND 5 MI (8.0 KM) SOUTH OF PULASKI.
 DQ2534'
 DQ2534'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DQ2534'HIGHWAY 156, ABOUT 5 MI (8.0 KM) SOUTH OF THE CITY OF PULASKI.
 DQ2534'
 DQ2534'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2534'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2534'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2534'STATION IS 52 M (170.6 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF PAVEMENT
 DQ2534'OF EASTBOUND STATE HIGHWAY 29, 40.3 M (132.2 FT) NORTHWEST OF THE
 DQ2534'CENTERLINE OF STATE HIGHWAY 156, 55.4 M (181.8 FT) NORTHWEST OF A
 DQ2534'POWER POLE -2519 30L5-, 37.6 M (123.4 FT) NORTH OF A POWER POLE -88
 DQ2534'22231-, 9 M (29.5 FT) NORTHEAST OF THE EXTENDED CENTER OF OLD 29, AND
 DQ2534'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4
 DQ2534'GUARD POSTS.
 DQ2534'
 DQ2534'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2534'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2580 ***********************************************************************
 DL2580  DESIGNATION -  5X17
 DL2580  PID         -  DL2580
 DL2580  STATE/COUNTY-  WI/BROWN
 DL2580  COUNTRY     -  US
 DL2580  USGS QUAD   -  ONEIDA NORTH (2018)
 DL2580
 DL2580                         *CURRENT SURVEY CONTROL
 DL2580  ______________________________________________________________________
 DL2580* NAD 83(1986) POSITION- 44 37 17.94   (N) 088 13 12.66   (W)   HD_HELD1
 DL2580* NAVD 88 ORTHO HEIGHT -   237.016 (meters)      777.61  (feet) ADJUSTED
 DL2580  ______________________________________________________________________
 DL2580  GEOID HEIGHT    -        -36.231 (meters)                     GEOID18
 DL2580  DYNAMIC HEIGHT  -        236.987 (meters)      777.51  (feet) COMP
 DL2580  MODELED GRAVITY -    980,491.1   (mgal)                       NAVD 88
 DL2580
 DL2580  VERT ORDER      -  SECOND    CLASS I
 DL2580
 DL2580.The horizontal coordinates were determined by differentially corrected
 DL2580.hand held GPS observations or other comparable positioning techniques
 DL2580.and have an estimated accuracy of +/- 3 meters.
 DL2580
 DL2580.The orthometric height was determined by differential leveling and
 DL2580.adjusted by the WI DEPT OF TRANSP
 DL2580.in May 2012.
 DL2580
 DL2580.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2580.GEOID18 height accuracy estimate available here.
 DL2580
 DL2580.Click photographs - Photos may exist for this station.
 DL2580
 DL2580.The dynamic height is computed by dividing the NAVD 88
 DL2580.geopotential number by the normal gravity value computed on the
 DL2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2580.degrees latitude (g = 980.6199 gals.).
 DL2580
 DL2580.The modeled gravity was interpolated from observed gravity values.
 DL2580
 DL2580;                    North         East    Units  Estimated Accuracy
 DL2580;SPC WI C     -    89,144.0     741,235.1     MT  (+/- 3 meters HH1 GPS) 
 DL2580
 DL2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0319941645(NAD 83)
 DL2580
 DL2580                          SUPERSEDED SURVEY CONTROL
 DL2580
 DL2580.No superseded survey control is available for this station.
 DL2580
 DL2580_MARKER: DD = SURVEY DISK
 DL2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2580_STAMPING: 5X17 2007
 DL2580_MARK LOGO: WIDT
 DL2580_PROJECTION: FLUSH
 DL2580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2580+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2009
 DL2580
 DL2580  HISTORY     - Date     Condition        Report By
 DL2580  HISTORY     - 2008     MONUMENTED       WIDT
 DL2580  HISTORY     - 20090109 GOOD             WIDT
 DL2580
 DL2580                          STATION DESCRIPTION
 DL2580
 DL2580'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DL2580'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DL2580'HIGHWAY 32 NORTH AND COUNTY HIGHWAY Y SOUTH APPROXIMATELY 5 MI (8.0
 DL2580'KM) SOUTH OF THE VILLAGE OF PULASKI AND 9 MI (14.5 KM) NORTHWEST OF
 DL2580'THE CITY OF GREEN BAY, GO NORTH ON STATE HIGHWAY 32 FOR 1.7 MI (2.7
 DL2580'KM) TO TOWN HALL ROAD AND THE STATION IN THE NORTHEAST QUADRANT ON THE
 DL2580'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2580'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5X17 2007-- SET IN THE
 DL2580'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP,
 DL2580'FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6 FT) BELOW THE
 DL2580'HIGHWAY PAVEMENT.  THE STATION IS 14.9 M (48.9 FT) EAST OF THE
 DL2580'CENTERLINE OF STATE HIGHWAY 32, 19.7 M (64.6 FT) NORTH OF THE
 DL2580'CENTERLINE OF TOWN HALL ROAD, 16.6 M (54.5 FT) SOUTH OF THE EXTENDED
 DL2580'CENTERLINE OF PRIVATE ENTRANCE --3065--, 12.9 M (42.3 FT) NORTH OF A
 DL2580'--STOP-- SIGN WOOD POST, AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT)
 DL2580'NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2580'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2580'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2578 ***********************************************************************
 DL2578  DESIGNATION -  5X24
 DL2578  PID         -  DL2578
 DL2578  STATE/COUNTY-  WI/BROWN
 DL2578  COUNTRY     -  US
 DL2578  USGS QUAD   -  ONEIDA NORTH (2018)
 DL2578
 DL2578                         *CURRENT SURVEY CONTROL
 DL2578  ______________________________________________________________________
 DL2578* NAD 83(2011) POSITION- 44 33 51.32071(N) 088 08 26.51440(W)   ADJUSTED
 DL2578* NAD 83(2011) ELLIP HT-   186.624 (meters)        (04/14/17)   ADJUSTED
 DL2578* NAD 83(2011) EPOCH   -  2010.00
 DL2578* NAVD 88 ORTHO HEIGHT -   222.882 (meters)      731.24  (feet) ADJUSTED
 DL2578  ______________________________________________________________________
 DL2578  GEOID HEIGHT    -        -36.245 (meters)                     GEOID18
 DL2578  NAD 83(2011) X  -    147,685.330 (meters)                     COMP
 DL2578  NAD 83(2011) Y  - -4,549,437.196 (meters)                     COMP
 DL2578  NAD 83(2011) Z  -  4,453,109.138 (meters)                     COMP
 DL2578  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 DL2578  DYNAMIC HEIGHT  -        222.855 (meters)      731.15  (feet) COMP
 DL2578  MODELED GRAVITY -    980,491.5   (mgal)                       NAVD 88
 DL2578
 DL2578  VERT ORDER      -  SECOND    CLASS I
 DL2578
 DL2578  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2578  Standards:
 DL2578         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2578            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2578  -------------------------------------------------------------------
 DL2578  NETWORK    0.46   0.73           0.20   0.17   0.37     -0.02002861
 DL2578  -------------------------------------------------------------------
 DL2578  Click here for local accuracies and other accuracy information.
 DL2578
 DL2578.The horizontal coordinates were established by GPS observations
 DL2578.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2578
 DL2578.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2578.been affixed to the stable North American tectonic plate. See 
 DL2578.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2578
 DL2578.The horizontal coordinates are valid at the epoch date displayed above
 DL2578.which is a decimal equivalence of Year/Month/Day.
 DL2578
 DL2578.The orthometric height was determined by differential leveling and
 DL2578.adjusted by the WI DEPT OF TRANSP
 DL2578.in May 2012.
 DL2578
 DL2578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2578.GEOID18 height accuracy estimate available here.
 DL2578
 DL2578.Click photographs - Photos may exist for this station.
 DL2578
 DL2578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2578
 DL2578.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2578
 DL2578.The ellipsoidal height was determined by GPS observations
 DL2578.and is referenced to NAD 83.
 DL2578
 DL2578.The dynamic height is computed by dividing the NAVD 88
 DL2578.geopotential number by the normal gravity value computed on the
 DL2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2578.degrees latitude (g = 980.6199 gals.).
 DL2578
 DL2578.The modeled gravity was interpolated from observed gravity values.
 DL2578
 DL2578. The following values were computed from the NAD 83(2011) position.
 DL2578
 DL2578;                    North         East     Units Scale Factor Converg.
 DL2578;SPC WI C     -    82,909.473   747,687.452   MT  0.99995544   +1 18 42.8
 DL2578;SPC WI C     -   272,012.16  2,453,037.92   sFT  0.99995544   +1 18 42.8
 DL2578;UTM  16      - 4,935,179.372   409,416.594   MT  0.99970090   -0 48 01.8
 DL2578
 DL2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2578!SPC WI C     -   0.99997074  x   0.99995544  =   0.99992618
 DL2578!UTM  16      -   0.99997074  x   0.99970090  =   0.99967165
 DL2578
 DL2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0941635179(NAD 83)
 DL2578
 DL2578                          SUPERSEDED SURVEY CONTROL
 DL2578
 DL2578.No superseded survey control is available for this station.
 DL2578
 DL2578_MARKER: DD = SURVEY DISK
 DL2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2578_STAMPING: 5X24 2007
 DL2578_MARK LOGO: WIDT
 DL2578_PROJECTION: FLUSH
 DL2578_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2578+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2015
 DL2578
 DL2578  HISTORY     - Date     Condition        Report By
 DL2578  HISTORY     - 2008     MONUMENTED       WIDT
 DL2578  HISTORY     - 20090112 GOOD             WIDT
 DL2578  HISTORY     - 20150730 GOOD             WIDT
 DL2578
 DL2578                          STATION DESCRIPTION
 DL2578
 DL2578'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DL2578'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 32
 DL2578'WITH COUNTY HIGHWAY VV WEST IN THE VILLAGE OF HOBART, GO SOUTHEAST ON
 DL2578'STATE HIGHWAYS 29 AND 32 FOR 1.4 MI (2.3 KM) TO SUNLITE DRIVE, TURN
 DL2578'RIGHT AND GO SOUTH ON SUNLITE DRIVE FOR 50 M (164.0 FT) TO FOREST ROAD
 DL2578'LEFT, TURN LEFT AND GO SOUTHEAST ON FOREST ROAD FOR 90 M (295.3 FT) TO
 DL2578'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DL2578'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5X24
 DL2578'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.5
 DL2578'M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY 2 M (6.6 FT)
 DL2578'BELOW THE ROAD PAVEMENT.  THE STATION IS 19.8 M (65.0 FT) NORTHEAST OF
 DL2578'THE CENTERLINE OF FOREST ROAD, 31.1 M (102.0 FT) SOUTHWEST OF THE
 DL2578'CENTERLINE OF THE EASTBOUND LANES OF STATE HIGHWAYS 29 AND 32, 28.2 M
 DL2578'(92.5 FT) NORTH OF A --PEDESTRIAN CROSSING AHEAD-- WOOD SIGN POST,
 DL2578'25.0 M (82.0 FT) SOUTH OF A --SPEED LIMIT 55-- WOOD SIGN POST, 10.2 M
 DL2578'(33.5 FT) NORTHWEST OF A 10-CM (4 INCH) DIAMETER BLUE SPRUCE TREE, AND
 DL2578'1.0 M (3.3 FT) SOUTHWEST, 1.0 M (3.3 FT) EAST, AND 1.0 M (3.3 FT)
 DL2578'NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DL2578'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DL2578'ABOVE THE HORIZON.
 DL2578
 DL2578                          STATION RECOVERY (2015)
 DL2578
 DL2578'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2578'RECOVERED IN GOOD CONDITION.  A TRANSPORTATION IMPROVEMENT PROJECT HAS
 DL2578'ELIMINATED THE AT-GRADE INTERSECTION PREVIOUSLY USED TO ACCESS THE
 DL2578'STATION, THEREFORE, A NEW DESCRIPTION FOLLOWS.
 DL2578'
 DL2578'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND STATE
 DL2578'HIGHWAY 32 WITH COUNTY HIGHWAY FF (EXIT 255), ABOUT 3 MI (4.8 KM)
 DL2578'NORTHWEST OF US HIGHWAY 41, GO SOUTH ON COUNTY HIGHWAY FF FOR 0.35 MI
 DL2578'(0.56 KM) TO A ROUND-A-BOUT JUNCTION WITH GOLDEN POND PARK COURT AND
 DL2578'NAVAJO TRAIL.  EXIT THE ROUND-A-BOUT WEST ON GOLDEN POND PARK COURT,
 DL2578'GO WEST FOR APPROXIMATELY 100 FT (30.5 M) THEN CURVE RIGHT AND GO
 DL2578'NORTH ON GOLDEN POND PARK COURT FOR APPROXIMATELY 0.5 MI (0.8 KM), AT
 DL2578'WHICH POINT GOLDEN POND PARK COURT BECOMES KNOWN AS CENTENNIAL CENTRE
 DL2578'BOULEVARD AND PARALLELS THE STATE HIGHWAY ALIGNMENT.  CONTINUE
 DL2578'NORTHWEST ON CENTENNIAL CENTRE BOULEVARD FOR 0.35 MI (0.56 KM) TO
 DL2578'FOREST ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DL2578'
 DL2578'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2578'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DL2578'INCHES) DIAMETER CONCRETE POST.  THE STATION IS 31.1 M (102.0 FT)
 DL2578'SOUTHWEST OF THE CENTERLINE OF EASTBOUND STATE HIGHWAYS 29 AND 32, 29
 DL2578'M (95.1 FT) NORTH OF THE CENTERLINE OF CENTENNIAL CENTRE BOULEVARD, 4
 DL2578'M (13.1 FT) WEST OF THE EXTENDED CENTER OF FOREST ROAD AND LOCATED IN
 DL2578'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DL2578'
 DL2578'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL2578'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2583 ***********************************************************************
 DL2583  DESIGNATION -  5X44
 DL2583  PID         -  DL2583
 DL2583  STATE/COUNTY-  WI/OCONTO
 DL2583  COUNTRY     -  US
 DL2583  USGS QUAD   -  PULASKI (2018)
 DL2583
 DL2583                         *CURRENT SURVEY CONTROL
 DL2583  ______________________________________________________________________
 DL2583* NAD 83(1986) POSITION- 44 44 08.04   (N) 088 14 50.51   (W)   HD_HELD1
 DL2583* NAVD 88 ORTHO HEIGHT -   241.239 (meters)      791.47  (feet) ADJUSTED
 DL2583  ______________________________________________________________________
 DL2583  GEOID HEIGHT    -        -36.273 (meters)                     GEOID18
 DL2583  DYNAMIC HEIGHT  -        241.210 (meters)      791.37  (feet) COMP
 DL2583  MODELED GRAVITY -    980,492.3   (mgal)                       NAVD 88
 DL2583
 DL2583  VERT ORDER      -  SECOND    CLASS I
 DL2583
 DL2583.The horizontal coordinates were determined by differentially corrected
 DL2583.hand held GPS observations or other comparable positioning techniques
 DL2583.and have an estimated accuracy of +/- 3 meters.
 DL2583
 DL2583.The orthometric height was determined by differential leveling and
 DL2583.adjusted by the WI DEPT OF TRANSP
 DL2583.in May 2012.
 DL2583
 DL2583.No vertical observational check was made to the station.
 DL2583
 DL2583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2583.GEOID18 height accuracy estimate available here.
 DL2583
 DL2583.Click photographs - Photos may exist for this station.
 DL2583
 DL2583.The dynamic height is computed by dividing the NAVD 88
 DL2583.geopotential number by the normal gravity value computed on the
 DL2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2583.degrees latitude (g = 980.6199 gals.).
 DL2583
 DL2583.The modeled gravity was interpolated from observed gravity values.
 DL2583
 DL2583;                    North         East    Units  Estimated Accuracy
 DL2583;SPC WI C     -   101,752.5     738,805.4     MT  (+/- 3 meters HH1 GPS) 
 DL2583
 DL2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0123754332(NAD 83)
 DL2583
 DL2583                          SUPERSEDED SURVEY CONTROL
 DL2583
 DL2583.No superseded survey control is available for this station.
 DL2583
 DL2583_MARKER: DD = SURVEY DISK
 DL2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2583_STAMPING: 5X44 2007
 DL2583_MARK LOGO: WIDT
 DL2583_PROJECTION: FLUSH
 DL2583_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2583+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2009
 DL2583
 DL2583  HISTORY     - Date     Condition        Report By
 DL2583  HISTORY     - 2008     MONUMENTED       WIDT
 DL2583  HISTORY     - 20090107 GOOD             WIDT
 DL2583
 DL2583                          STATION DESCRIPTION
 DL2583
 DL2583'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DL2583'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DL2583'HIGHWAY S EAST AND MIDDLE ROAD WEST APPROXIMATELY 3 MI (4.8 KM) NORTH
 DL2583'OF THE VILLAGE OF PULASKI, GO NORTH ON STATE HIGHWAY 32 FOR 1.0 MI
 DL2583'(1.6 KM) TO VAN DORNICK ROAD, CONTINUE NORTH ON STATE HIGHWAY 32 FOR
 DL2583'0.35 MILE TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DL2583'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2583'DISK STAMPED --5X44 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2583'DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2583'APPROXIMATELY 1.5 M (4.9 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION
 DL2583'IS 15.0 M (49.2 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 32, 0.63
 DL2583'MILE SOUTH OF GOHR ROAD, 0.05 MILE NORTH OF PRIVATE ENTRANCE
 DL2583'--1820-1826--, 38.5 M (126.3 FT) SOUTH OF A YELLOW 4X4 PLASTIC
 DL2583'RIGHT-OF-WAY POST, 34.0 M (111.5 FT) EAST OF POWER POLE --24--, AND
 DL2583'1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DL2583'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DL2583'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2599 ***********************************************************************
 DL2599  DESIGNATION -  5X51
 DL2599  PID         -  DL2599
 DL2599  STATE/COUNTY-  WI/BROWN
 DL2599  COUNTRY     -  US
 DL2599  USGS QUAD   -  SUAMICO (2018)
 DL2599
 DL2599                         *CURRENT SURVEY CONTROL
 DL2599  ______________________________________________________________________
 DL2599* NAD 83(1986) POSITION- 44 39 08.     (N) 088 03 01.     (W)   SCALED
 DL2599* NAVD 88 ORTHO HEIGHT -   190.029 (meters)      623.45  (feet) ADJUSTED
 DL2599  ______________________________________________________________________
 DL2599  GEOID HEIGHT    -        -36.299 (meters)                     GEOID18
 DL2599  DYNAMIC HEIGHT  -        190.007 (meters)      623.38  (feet) COMP
 DL2599  MODELED GRAVITY -    980,502.6   (mgal)                       NAVD 88
 DL2599
 DL2599  VERT ORDER      -  SECOND    CLASS I
 DL2599
 DL2599.The horizontal coordinates were scaled from a map and have
 DL2599.an estimated accuracy of +/- 6 seconds.
 DL2599
 DL2599.The orthometric height was determined by differential leveling and
 DL2599.adjusted by the NATIONAL GEODETIC SURVEY
 DL2599.in February 2017.
 DL2599
 DL2599.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2599.GEOID18 height accuracy estimate available here.
 DL2599
 DL2599.Click photographs - Photos may exist for this station.
 DL2599
 DL2599.The dynamic height is computed by dividing the NAVD 88
 DL2599.geopotential number by the normal gravity value computed on the
 DL2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2599.degrees latitude (g = 980.6199 gals.).
 DL2599
 DL2599.The modeled gravity was interpolated from observed gravity values.
 DL2599
 DL2599;                    North         East    Units  Estimated Accuracy
 DL2599;SPC WI C     -    92,850.      754,630.      MT  (+/- 180 meters Scaled)
 DL2599
 DL2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ167448(NAD 83)
 DL2599
 DL2599                          SUPERSEDED SURVEY CONTROL
 DL2599
 DL2599  NAVD 88 (05/08/12)  190.035  (m)          623.47   (f) SUPERSEDED  2 1
 DL2599
 DL2599.Superseded values are not recommended for survey control.
 DL2599
 DL2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2599.See file dsdata.pdf to determine how the superseded data were derived.
 DL2599
 DL2599_MARKER: DD = SURVEY DISK
 DL2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2599_STAMPING: 5X51 2007
 DL2599_MARK LOGO: WIDT
 DL2599_PROJECTION: FLUSH
 DL2599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2599+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2016
 DL2599
 DL2599  HISTORY     - Date     Condition        Report By
 DL2599  HISTORY     - 2008     MONUMENTED       WIDT
 DL2599  HISTORY     - 20081211 GOOD             WIDT
 DL2599  HISTORY     - 20160201 GOOD             DJHENK
 DL2599
 DL2599                          STATION DESCRIPTION
 DL2599
 DL2599'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2599'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 41 AND 141 WITH
 DL2599'COUNTY HIGHWAY B (EXIT 176) APPROXIMATELY 0.4 MILE NORTHWEST OF THE
 DL2599'VILLAGE OF SUAMICO, GO NORTH ON US HIGHWAYS 41 AND 141 FOR 2.9 MI (4.7
 DL2599'KM) TO BROWN ROAD (EXIT 179), EXIT RIGHT, TURN LEFT 180 DEGREES, AND
 DL2599'GO SOUTH ON US HIGHWAYS 41 AND 141 FOR 1.0 MILE TO THE NORFIELD ROAD
 DL2599'BRIDGE OVER THE HIGHWAY, CONTINUE SOUTH ON US HIGHWAYS 41 AND 141 FOR
 DL2599'0.70 MILE TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DL2599'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2599'DISK STAMPED --5X51 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2599'DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2599'APPROXIMATELY 1.5 M (4.9 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION
 DL2599'IS 13.1 M (43.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 DL2599'US HIGHWAYS 41 AND 141, 1.20 MILE NORTH OF COUNTY HIGHWAY B, 52.0 M
 DL2599'(170.6 FT) SOUTH OF POWER POLE --2520 10R5-- WITH ONE GUY WIRE AND
 DL2599'WIRES CROSSING OVER THE HIGHWAY, 17.4 M (57.1 FT) WEST OF THE
 DL2599'CENTERLINE OF A FRONTAGE ROAD (VELP AVENUE), 14.8 M (48.6 FT) SOUTH OF
 DL2599'THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --14031-- ON THE WEST SIDE
 DL2599'OF THE FRONTAGE ROAD (VELP AVENUE), 2.9 M (9.5 FT) EAST OF A WOVEN
 DL2599'METAL RIGHT-OF-WAY FENCE, AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT)
 DL2599'SOUTHEAST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2599'POSTS.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO
 DL2599'THE WEST EXTENDING TO 40 DEGREES AND TREES TO THE SOUTHWEST EXTENDING
 DL2599'TO 30 DEGREES ABOVE THE HORIZON.
 DL2599
 DL2599                          STATION RECOVERY (2016)
 DL2599
 DL2599'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DL2599'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2600 ***********************************************************************
 DL2600  DESIGNATION -  5X52
 DL2600  PID         -  DL2600
 DL2600  STATE/COUNTY-  WI/OCONTO
 DL2600  COUNTRY     -  US
 DL2600  USGS QUAD   -  SUAMICO (2018)
 DL2600
 DL2600                         *CURRENT SURVEY CONTROL
 DL2600  ______________________________________________________________________
 DL2600* NAD 83(1986) POSITION- 44 40 39.     (N) 088 03 02.     (W)   SCALED
 DL2600* NAVD 88 ORTHO HEIGHT -   196.520 (meters)      644.75  (feet) ADJUSTED
 DL2600  ______________________________________________________________________
 DL2600  GEOID HEIGHT    -        -36.312 (meters)                     GEOID18
 DL2600  DYNAMIC HEIGHT  -        196.499 (meters)      644.68  (feet) COMP
 DL2600  MODELED GRAVITY -    980,503.9   (mgal)                       NAVD 88
 DL2600
 DL2600  VERT ORDER      -  SECOND    CLASS I
 DL2600
 DL2600.The horizontal coordinates were scaled from a map and have
 DL2600.an estimated accuracy of +/- 6 seconds.
 DL2600
 DL2600.The orthometric height was determined by differential leveling and
 DL2600.adjusted by the WI DEPT OF TRANSP
 DL2600.in May 2012.
 DL2600
 DL2600.No vertical observational check was made to the station.
 DL2600
 DL2600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2600.GEOID18 height accuracy estimate available here.
 DL2600
 DL2600.Click photographs - Photos may exist for this station.
 DL2600
 DL2600.The dynamic height is computed by dividing the NAVD 88
 DL2600.geopotential number by the normal gravity value computed on the
 DL2600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2600.degrees latitude (g = 980.6199 gals.).
 DL2600
 DL2600.The modeled gravity was interpolated from observed gravity values.
 DL2600
 DL2600;                    North         East    Units  Estimated Accuracy
 DL2600;SPC WI C     -    95,660.      754,540.      MT  (+/- 180 meters Scaled)
 DL2600
 DL2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ167476(NAD 83)
 DL2600
 DL2600                          SUPERSEDED SURVEY CONTROL
 DL2600
 DL2600.No superseded survey control is available for this station.
 DL2600
 DL2600_MARKER: DD = SURVEY DISK
 DL2600_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL2600_SP_SET: BRIDGE ABUTMENT
 DL2600_STAMPING: 5X52 2007
 DL2600_MARK LOGO: WIDT
 DL2600_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2600+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2016
 DL2600
 DL2600  HISTORY     - Date     Condition        Report By
 DL2600  HISTORY     - 2007     MONUMENTED       WIDT
 DL2600  HISTORY     - 20081217 GOOD             WIDT
 DL2600  HISTORY     - 20160201 GOOD             DJHENK
 DL2600
 DL2600                          STATION DESCRIPTION
 DL2600
 DL2600'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2600'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 41 AND 141 WITH
 DL2600'COUNTY HIGHWAY B (EXIT 176) APPROXIMATELY 0.4 MILE NORTHWEST OF THE
 DL2600'VILLAGE OF SUAMICO, GO NORTH ON US HIGHWAYS 41 AND 141 FOR 2.9 MI (4.7
 DL2600'KM) TO THE BROWN ROAD (EXIT 179), EXIT RIGHT AND THEN TURN LEFT AND GO
 DL2600'WEST ON BROWN ROAD FOR 0.08 MILE TO BRIDGE --B-5-312-00-- OVER US
 DL2600'HIGHWAYS 41 AND 141 AND THE STATION ON THE RIGHT.  THE STATION IS A
 DL2600'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DL2600'STATION DISK STAMPED --5X52 2007-- SET IN A DRILL HOLE IN THE TOP OF
 DL2600'THE NORTH END OF THE WEST BRIDGE ABUTMENT AND APPROXIMATELY LEVEL WITH
 DL2600'THE ROAD PAVEMENT.  THE STATION IS 5.5 M (18.0 FT) NORTH OF THE
 DL2600'CENTERLINE OF THE WESTBOUND LANE OF BROWN ROAD, 35.5 M (116.5 FT) EAST
 DL2600'OF A --GREEN BAY LEFT-- SIGN, 47 CM (19 INCHES) EAST OF THE WEST END
 DL2600'AND 18 CM (7 INCHES) NORTH OF THE NORTH EDGE OF THE NORTH BRIDGE
 DL2600'PARAPET, AND 0.9 M (3.0 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL2600'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2600'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2600
 DL2600                          STATION RECOVERY (2016)
 DL2600
 DL2600'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DL2600'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2601 ***********************************************************************
 DL2601  DESIGNATION -  5X53
 DL2601  PID         -  DL2601
 DL2601  STATE/COUNTY-  WI/OCONTO
 DL2601  COUNTRY     -  US
 DL2601  USGS QUAD   -  SUAMICO (2018)
 DL2601
 DL2601                         *CURRENT SURVEY CONTROL
 DL2601  ______________________________________________________________________
 DL2601* NAD 83(1986) POSITION- 44 42 40.     (N) 088 03 02.     (W)   SCALED
 DL2601* NAVD 88 ORTHO HEIGHT -   190.761 (meters)      625.86  (feet) ADJUSTED
 DL2601  ______________________________________________________________________
 DL2601  GEOID HEIGHT    -        -36.332 (meters)                     GEOID18
 DL2601  DYNAMIC HEIGHT  -        190.740 (meters)      625.79  (feet) COMP
 DL2601  MODELED GRAVITY -    980,505.5   (mgal)                       NAVD 88
 DL2601
 DL2601  VERT ORDER      -  SECOND    CLASS I
 DL2601
 DL2601.The horizontal coordinates were scaled from a map and have
 DL2601.an estimated accuracy of +/- 6 seconds.
 DL2601
 DL2601.The orthometric height was determined by differential leveling and
 DL2601.adjusted by the WI DEPT OF TRANSP
 DL2601.in May 2012.
 DL2601
 DL2601.No vertical observational check was made to the station.
 DL2601
 DL2601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2601.GEOID18 height accuracy estimate available here.
 DL2601
 DL2601.Click photographs - Photos may exist for this station.
 DL2601
 DL2601.The dynamic height is computed by dividing the NAVD 88
 DL2601.geopotential number by the normal gravity value computed on the
 DL2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2601.degrees latitude (g = 980.6199 gals.).
 DL2601
 DL2601.The modeled gravity was interpolated from observed gravity values.
 DL2601
 DL2601;                    North         East    Units  Estimated Accuracy
 DL2601;SPC WI C     -    99,390.      754,460.      MT  (+/- 180 meters Scaled)
 DL2601
 DL2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ167513(NAD 83)
 DL2601
 DL2601                          SUPERSEDED SURVEY CONTROL
 DL2601
 DL2601.No superseded survey control is available for this station.
 DL2601
 DL2601_MARKER: DD = SURVEY DISK
 DL2601_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL2601_SP_SET: BRIDGE PARAPET
 DL2601_STAMPING: 5X53 2007
 DL2601_MARK LOGO: WIDT
 DL2601_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2601+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2016
 DL2601
 DL2601  HISTORY     - Date     Condition        Report By
 DL2601  HISTORY     - 2007     MONUMENTED       WIDT
 DL2601  HISTORY     - 20081229 GOOD             WIDT
 DL2601  HISTORY     - 20160201 GOOD             DJHENK
 DL2601
 DL2601                          STATION DESCRIPTION
 DL2601
 DL2601'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2601'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 41 AND 141 WITH
 DL2601'COUNTY HIGHWAY B (EXIT 176) APPROXIMATELY 0.4 MILE NORTHWEST OF THE
 DL2601'VILLAGE OF SUAMICO, GO NORTH ON US HIGHWAYS 41 AND 141 FOR 2.9 MI (4.7
 DL2601'KM) TO THE BROWN ROAD OVERPASS AT EXIT 179, CONTINUE NORTH ON US
 DL2601'HIGHWAYS 41 AND 141 FOR 2.3 MI (3.7 KM) TO BRIDGE --B-42-79-99-- OVER
 DL2601'THE LITTLE SUAMICO RIVER AND THE STATION ON THE RIGHT.  THE STATION IS
 DL2601'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DL2601'CONTROL STATION DISK STAMPED --5X53 2007-- SET IN A DRILL HOLE IN THE
 DL2601'TOP OF THE SOUTH END OF THE EAST BRIDGE PARAPET APPROXIMATELY 0.8 M
 DL2601'(2.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 6.7 M (22.0 FT)
 DL2601'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF US HIGHWAYS 41 AND
 DL2601'141, 0.6 MILE SOUTH OF COUNTY HIGHWAY S, 7.5 M (24.6 FT)
 DL2601'NORTH-NORTHWEST OF A --LITTLE SUAMICO RIVER-- WOOD SIGN POST, 1.8 M
 DL2601'(5.9 FT) NORTH OF THE SOUTH END OF THE PARAPET, AND 1.9 M (6.2 FT)
 DL2601'NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DL2601'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2601'HORIZON.
 DL2601
 DL2601                          STATION RECOVERY (2016)
 DL2601
 DL2601'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DL2601'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2471 ***********************************************************************
 DL2471  DESIGNATION -  5X54
 DL2471  PID         -  DL2471
 DL2471  STATE/COUNTY-  WI/OCONTO
 DL2471  COUNTRY     -  US
 DL2471  USGS QUAD   -  ABRAMS (2018)
 DL2471
 DL2471                         *CURRENT SURVEY CONTROL
 DL2471  ______________________________________________________________________
 DL2471* NAD 83(1986) POSITION- 44 45 53.15   (N) 088 03 04.87   (W)   HD_HELD1
 DL2471* NAVD 88 ORTHO HEIGHT -   209.856 (meters)      688.50  (feet) ADJUSTED
 DL2471  ______________________________________________________________________
 DL2471  GEOID HEIGHT    -        -36.353 (meters)                     GEOID18
 DL2471  DYNAMIC HEIGHT  -        209.834 (meters)      688.43  (feet) COMP
 DL2471  MODELED GRAVITY -    980,507.6   (mgal)                       NAVD 88
 DL2471
 DL2471  VERT ORDER      -  SECOND    CLASS I
 DL2471
 DL2471.The horizontal coordinates were determined by differentially corrected
 DL2471.hand held GPS observations or other comparable positioning techniques
 DL2471.and have an estimated accuracy of +/- 3 meters.
 DL2471
 DL2471.The orthometric height was determined by differential leveling and
 DL2471.adjusted by the WI DEPT OF TRANSP
 DL2471.in May 2012.
 DL2471
 DL2471.No vertical observational check was made to the station.
 DL2471
 DL2471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2471.GEOID18 height accuracy estimate available here.
 DL2471
 DL2471.Click photographs - Photos may exist for this station.
 DL2471
 DL2471.The dynamic height is computed by dividing the NAVD 88
 DL2471.geopotential number by the normal gravity value computed on the
 DL2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2471.degrees latitude (g = 980.6199 gals.).
 DL2471
 DL2471.The modeled gravity was interpolated from observed gravity values.
 DL2471
 DL2471;                    North         East    Units  Estimated Accuracy
 DL2471;SPC WI C     -   105,349.8     754,248.4     MT  (+/- 3 meters HH1 GPS) 
 DL2471
 DL2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1679857356(NAD 83)
 DL2471
 DL2471                          SUPERSEDED SURVEY CONTROL
 DL2471
 DL2471.No superseded survey control is available for this station.
 DL2471
 DL2471_MARKER: DD = SURVEY DISK
 DL2471_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL2471_SP_SET: BRIDGE ABUTMENT
 DL2471_STAMPING: 5X54 2007
 DL2471_MARK LOGO: WIDT
 DL2471_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2471+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2016
 DL2471
 DL2471  HISTORY     - Date     Condition        Report By
 DL2471  HISTORY     - 2007     MONUMENTED       WIDT
 DL2471  HISTORY     - 20081230 GOOD             WIDT
 DL2471  HISTORY     - 20160201 GOOD             DJHENK
 DL2471
 DL2471                          STATION DESCRIPTION
 DL2471
 DL2471'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2471'THE STATION IS LOCATED IN THE COUNTY HIGHWAY D BRIDGE (--B-42-71--)
 DL2471'OVER US HIGHWAYS 41 AND 141 AT EXIT 185 APPROXIMATELY 1 MILE SOUTH OF
 DL2471'THE COMMUNITY OF ABRAMS.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DL2471'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --5X54
 DL2471'2007-- SET IN A DRILL HOLE IN THE TOP OF THE NORTH END OF THE WEST
 DL2471'BRIDGE ABUTMENT APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DL2471'
 DL2471'THE STATION IS 5.4 M (17.7 FT) NORTH OF THE CENTERLINE OF THE
 DL2471'WESTBOUND LANE OF COUNTY HIGHWAY D, 13.7 M (44.9 FT) NORTHEAST OF A
 DL2471'--GREEN BAY LEFT-- WOOD SIGN POST, 0.5 M (1.6 FT) EAST OF THE WEST END
 DL2471'OF THE NORTH BRIDGE PARAPET, AND 0.9 M (3.0 FT) EAST OF A WHITE
 DL2471'PLASTIC WITNESS POST.
 DL2471'
 DL2471'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2471'15 DEGREES ABOVE THE HORIZON.
 DL2471
 DL2471                          STATION RECOVERY (2016)
 DL2471
 DL2471'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DL2471'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2603 ***********************************************************************
 DL2603  DESIGNATION -  5X55
 DL2603  PID         -  DL2603
 DL2603  STATE/COUNTY-  WI/OCONTO
 DL2603  COUNTRY     -  US
 DL2603  USGS QUAD   -  ABRAMS (2018)
 DL2603
 DL2603                         *CURRENT SURVEY CONTROL
 DL2603  ______________________________________________________________________
 DL2603* NAD 83(1986) POSITION- 44 47 27.29   (N) 088 02 42.20   (W)   HD_HELD1
 DL2603* NAVD 88 ORTHO HEIGHT -   201.291 (meters)      660.40  (feet) ADJUSTED
 DL2603  ______________________________________________________________________
 DL2603  GEOID HEIGHT    -        -36.368 (meters)                     GEOID18
 DL2603  DYNAMIC HEIGHT  -        201.270 (meters)      660.33  (feet) COMP
 DL2603  MODELED GRAVITY -    980,508.9   (mgal)                       NAVD 88
 DL2603
 DL2603  VERT ORDER      -  SECOND    CLASS I
 DL2603
 DL2603.The horizontal coordinates were determined by differentially corrected
 DL2603.hand held GPS observations or other comparable positioning techniques
 DL2603.and have an estimated accuracy of +/- 3 meters.
 DL2603
 DL2603.The orthometric height was determined by differential leveling and
 DL2603.adjusted by the WI DEPT OF TRANSP
 DL2603.in May 2012.
 DL2603
 DL2603.No vertical observational check was made to the station.
 DL2603
 DL2603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2603.GEOID18 height accuracy estimate available here.
 DL2603
 DL2603.Click photographs - Photos may exist for this station.
 DL2603
 DL2603.The dynamic height is computed by dividing the NAVD 88
 DL2603.geopotential number by the normal gravity value computed on the
 DL2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2603.degrees latitude (g = 980.6199 gals.).
 DL2603
 DL2603.The modeled gravity was interpolated from observed gravity values.
 DL2603
 DL2603;                    North         East    Units  Estimated Accuracy
 DL2603;SPC WI C     -   108,266.8     754,676.8     MT  (+/- 3 meters HH1 GPS) 
 DL2603
 DL2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1733460255(NAD 83)
 DL2603
 DL2603                          SUPERSEDED SURVEY CONTROL
 DL2603
 DL2603.No superseded survey control is available for this station.
 DL2603
 DL2603_MARKER: DD = SURVEY DISK
 DL2603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL2603_SP_SET: CORS MONUMENT BASE MARK
 DL2603_STAMPING: 5X55 2007
 DL2603_MARK LOGO: WIDT
 DL2603_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL2603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2603+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2015
 DL2603
 DL2603  HISTORY     - Date     Condition        Report By
 DL2603  HISTORY     - 2007     MONUMENTED       WIDT
 DL2603  HISTORY     - 20081231 GOOD             WIDT
 DL2603  HISTORY     - 20141110 GOOD             WIDT
 DL2603  HISTORY     - 20150728 GOOD             WIDT
 DL2603
 DL2603                          STATION DESCRIPTION
 DL2603
 DL2603'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2603'THE STATION IS THE BASEMARK OF THE WISCONSIN CONTINUOUS OPERATING
 DL2603'REFERENCE STATION --ABMS-- LOCATED AT THE VILLAGE OF ABRAMS WASTEWATER
 DL2603'TREATMENT FACILITY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DL2603'HIGHWAY 41 WITH US HIGHWAY 141 APPROXIMATELY 1 MILE NORTHEAST OF THE
 DL2603'VILLAGE OF ABRAMS, GO NORTHEAST ON US HIGHWAY 41 FOR 0.7 MI (1.1 KM)
 DL2603'TO GALUSKA ROAD ON THE LEFT, TURN LEFT AND GO SOUTHWEST ON GALUSKA
 DL2603'ROAD FOR 0.6 MI (1.0 KM) TO A CHAIN LINK FENCE GATE AT --5658--, PASS
 DL2603'THROUGH THE GATE AND CONTINUE WEST THEN NORTHWEST ON GALUSKA ROAD FOR
 DL2603'0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DL2603'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2603'DISK STAMPED --5X55 2007-- SET IN THE TOP OF THE WEST SIDE OF THE 12
 DL2603'FT (3.7 M) DEEP, 36-INCH (91 CM) DIAMETER CONCRETE BASE.  THE STATION
 DL2603'IS 15.2 M (49.9 FT) SOUTHWEST OF THE CENTERLINE OF GALUSKA ROAD, 21 M
 DL2603'(72.2 FT) NORTHEAST OF THE CENTERLINE OF THE ENTRANCE RAMP FROM
 DL2603'SOUTHBOUND US HIGHWAY 41 ONTO US HIGHWAY 141 NORTH, 48.5 M (159.1 FT)
 DL2603'SOUTH OF THE SOUTHWEST CORNER OF THE CINDER BLOCK WATER TREATMENT
 DL2603'BUILDING, 19.4 M (63.6 FT) NORTH OF A TELEPHONE PEDESTAL --FAA 17--,
 DL2603'AND 7.4 M (24.3 FT) NORTHEAST OF A CHAIN LINK RIGHT-OF-WAY FENCE.
 DL2603
 DL2603                          STATION RECOVERY (2014)
 DL2603
 DL2603'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DL2603'RECOVERED AS DESCRIBED.
 DL2603
 DL2603                          STATION RECOVERY (2015)
 DL2603
 DL2603'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2603'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2604 ***********************************************************************
 DL2604  DESIGNATION -  5X56
 DL2604  PID         -  DL2604
 DL2604  STATE/COUNTY-  WI/OCONTO
 DL2604  COUNTRY     -  US
 DL2604  USGS QUAD   -  ABRAMS (2018)
 DL2604
 DL2604                         *CURRENT SURVEY CONTROL
 DL2604  ______________________________________________________________________
 DL2604* NAD 83(1986) POSITION- 44 47 31.67   (N) 088 02 48.70   (W)   HD_HELD1
 DL2604* NAVD 88 ORTHO HEIGHT -   202.287 (meters)      663.67  (feet) ADJUSTED
 DL2604  ______________________________________________________________________
 DL2604  GEOID HEIGHT    -        -36.367 (meters)                     GEOID18
 DL2604  DYNAMIC HEIGHT  -        202.266 (meters)      663.60  (feet) COMP
 DL2604  MODELED GRAVITY -    980,508.9   (mgal)                       NAVD 88
 DL2604
 DL2604  VERT ORDER      -  SECOND    CLASS I
 DL2604
 DL2604.The horizontal coordinates were determined by differentially corrected
 DL2604.hand held GPS observations or other comparable positioning techniques
 DL2604.and have an estimated accuracy of +/- 3 meters.
 DL2604
 DL2604.The orthometric height was determined by differential leveling and
 DL2604.adjusted by the WI DEPT OF TRANSP
 DL2604.in May 2012.
 DL2604
 DL2604.No vertical observational check was made to the station.
 DL2604
 DL2604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2604.GEOID18 height accuracy estimate available here.
 DL2604
 DL2604.Click photographs - Photos may exist for this station.
 DL2604
 DL2604.The dynamic height is computed by dividing the NAVD 88
 DL2604.geopotential number by the normal gravity value computed on the
 DL2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2604.degrees latitude (g = 980.6199 gals.).
 DL2604
 DL2604.The modeled gravity was interpolated from observed gravity values.
 DL2604
 DL2604;                    North         East    Units  Estimated Accuracy
 DL2604;SPC WI C     -   108,398.5     754,530.7     MT  (+/- 3 meters HH1 GPS) 
 DL2604
 DL2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1719360392(NAD 83)
 DL2604
 DL2604                          SUPERSEDED SURVEY CONTROL
 DL2604
 DL2604.No superseded survey control is available for this station.
 DL2604
 DL2604_MARKER: DD = SURVEY DISK
 DL2604_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL2604_SP_SET: BRIDGE PARAPET
 DL2604_STAMPING: 5X56 2007
 DL2604_MARK LOGO: WIDT
 DL2604_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2604+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2015
 DL2604
 DL2604  HISTORY     - Date     Condition        Report By
 DL2604  HISTORY     - 2007     MONUMENTED       WIDT
 DL2604  HISTORY     - 20081231 GOOD             WIDT
 DL2604  HISTORY     - 20141110 GOOD             WIDT
 DL2604  HISTORY     - 20150728 GOOD             WIDT
 DL2604
 DL2604                          STATION DESCRIPTION
 DL2604
 DL2604'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2604'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH US
 DL2604'HIGHWAY 141 APPROXIMATELY 1 MILE NORTHEAST OF THE COMMUNITY OF ABRAMS,
 DL2604'GO NORTH ON US HIGHWAY 141 FOR 0.3 MILE TO BRIDGE --B-42-46-92-- OVER
 DL2604'THE PENSAUKEE RIVER AND THE STATION ON THE RIGHT.  THE STATION IS A
 DL2604'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DL2604'STATION DISK STAMPED --5X56 2007-- SET IN A DRILL HOLE IN THE TOP OF
 DL2604'THE NORTH END OF THE EAST BRIDGE PARAPET APPROXIMATELY 0.9 M (3.0 FT)
 DL2604'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 4.8 M (15.7 FT) EAST OF
 DL2604'THE CENTERLINE OF THE ENTRANCE RAMP FROM SOUTHBOUND US HIGHWAY 41 ONTO
 DL2604'US HIGHWAY 141 NORTH, 11.2 M (36.7 FT) EAST OF THE CENTERLINE OF THE
 DL2604'NORTHBOUND LANES OF US HIGHWAY 141, 0.2 MILE SOUTH OF COUNTY HIGHWAY
 DL2604'E, 0.12 MILE NORTHWEST OF CORS STATION --ABMS--, 45 M (147.6 FT) SOUTH
 DL2604'OF A YELLOW --CROSS TRAFFIC NEXT 22 MILES-- SIGN, AND 1.3 M (4.3 FT)
 DL2604'SOUTH OF THE NORTH END OF THE BRIDGE PARAPET.  ---NOTE1---TO REACH THE
 DL2604'BRIDGE AND STATION FROM NORTHBOUND US HIGHWAY 141, YOU MUST CROSS OVER
 DL2604'THE ENTRANCE RAMP FROM SOUTHBOUND US HIGHWAY 41 ONTO US HIGHWAY 141
 DL2604'NORTH.  THE BRIDGE AND STATION ARE NEAR THE NORTH END OF THE ENTRANCE
 DL2604'RAMP.  ---NOTE2---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO
 DL2604'THE EAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DL2604
 DL2604                          STATION RECOVERY (2014)
 DL2604
 DL2604'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DL2604'RECOVERED AS DESCRIBED.
 DL2604
 DL2604                          STATION RECOVERY (2015)
 DL2604
 DL2604'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2604'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8314 ***********************************************************************
 DP8314  DESIGNATION -  5X57
 DP8314  PID         -  DP8314
 DP8314  STATE/COUNTY-  WI/OCONTO
 DP8314  COUNTRY     -  US
 DP8314  USGS QUAD   -  ABRAMS (2018)
 DP8314
 DP8314                         *CURRENT SURVEY CONTROL
 DP8314  ______________________________________________________________________
 DP8314* NAD 83(2011) POSITION- 44 47 43.26000(N) 088 03 04.44559(W)   ADJUSTED
 DP8314* NAD 83(2011) ELLIP HT-   167.625 (meters)        (04/14/17)   ADJUSTED
 DP8314* NAD 83(2011) EPOCH   -  2010.00
 DP8314* NAVD 88 ORTHO HEIGHT -   204.005 (meters)      669.31  (feet) ADJUSTED
 DP8314  ______________________________________________________________________
 DP8314  GEOID HEIGHT    -        -36.366 (meters)                     GEOID18
 DP8314  NAD 83(2011) X  -    154,174.270 (meters)                     COMP
 DP8314  NAD 83(2011) Y  - -4,531,140.431 (meters)                     COMP
 DP8314  NAD 83(2011) Z  -  4,471,356.304 (meters)                     COMP
 DP8314  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 DP8314  DYNAMIC HEIGHT  -        203.984 (meters)      669.24  (feet) COMP
 DP8314  MODELED GRAVITY -    980,508.7   (mgal)                       NAVD 88
 DP8314
 DP8314  VERT ORDER      -  SECOND    CLASS I
 DP8314
 DP8314  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8314  Standards:
 DP8314         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8314            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8314  -------------------------------------------------------------------
 DP8314  NETWORK    0.31   0.31           0.14   0.11   0.16     -0.07730264
 DP8314  -------------------------------------------------------------------
 DP8314  Click here for local accuracies and other accuracy information.
 DP8314
 DP8314.The horizontal coordinates were established by GPS observations
 DP8314.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8314
 DP8314.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8314.been affixed to the stable North American tectonic plate. See 
 DP8314.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8314
 DP8314.The horizontal coordinates are valid at the epoch date displayed above
 DP8314.which is a decimal equivalence of Year/Month/Day.
 DP8314
 DP8314.The orthometric height was determined by differential leveling and
 DP8314.adjusted by the NATIONAL GEODETIC SURVEY
 DP8314.in February 2017.
 DP8314
 DP8314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8314.GEOID18 height accuracy estimate available here.
 DP8314
 DP8314.Click photographs - Photos may exist for this station.
 DP8314
 DP8314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8314
 DP8314.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8314
 DP8314.The ellipsoidal height was determined by GPS observations
 DP8314.and is referenced to NAD 83.
 DP8314
 DP8314.The dynamic height is computed by dividing the NAVD 88
 DP8314.geopotential number by the normal gravity value computed on the
 DP8314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8314.degrees latitude (g = 980.6199 gals.).
 DP8314
 DP8314.The modeled gravity was interpolated from observed gravity values.
 DP8314
 DP8314. The following values were computed from the NAD 83(2011) position.
 DP8314
 DP8314;                    North         East     Units Scale Factor Converg.
 DP8314;SPC WI C     -   108,747.815   754,176.164   MT  0.99994170   +1 22 30.0
 DP8314;SPC WI C     -   356,783.46  2,474,326.30   sFT  0.99994170   +1 22 30.0
 DP8314;UTM  16      - 4,960,754.254   416,852.159   MT  0.99968501   -0 44 26.6
 DP8314
 DP8314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8314!SPC WI C     -   0.99997372  x   0.99994170  =   0.99991542
 DP8314!UTM  16      -   0.99997372  x   0.99968501  =   0.99965874
 DP8314
 DP8314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1685260754(NAD 83)
 DP8314
 DP8314                          SUPERSEDED SURVEY CONTROL
 DP8314
 DP8314.No superseded survey control is available for this station.
 DP8314
 DP8314_MARKER: DD = SURVEY DISK
 DP8314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8314_STAMPING: 5X57 2007
 DP8314_MARK LOGO: WIDT
 DP8314_PROJECTION: FLUSH
 DP8314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8314+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2014
 DP8314
 DP8314  HISTORY     - Date     Condition        Report By
 DP8314  HISTORY     - 2007     MONUMENTED       WIDT
 DP8314  HISTORY     - 20141110 GOOD             WIDT
 DP8314
 DP8314                          STATION DESCRIPTION
 DP8314
 DP8314'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8314'HE STATION IS APPROXIMATELY 7.3 MI (11.7 KM) WEST-SOUTHWEST OF
 DP8314'PENSAUKEE, 7.0 MI (11.3 KM) SOUTHEAST OF OCONTO FALLS AND 4.5 MI (7.2
 DP8314'KM) SOUTH OF STILES.
 DP8314'
 DP8314'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8314'HIGHWAY EAST, ABOUT 1 MI (1.6 KM) NORTH OF THE VILLAGE OF ABRAMS.
 DP8314'
 DP8314'THE STATION IS 23.8 M (78.1 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8314'HIGHWAY EAST, 115 M (377.3 FT) WEST OF SOUTHBOUND US HIGHWAY 141, 11.7
 DP8314'M (38.4 FT) EAST-NORTHEAST OF A RIGHT-OF-WAY POST, 3.0 M (9.8 FT)
 DP8314'NORTH OF A FENCE LINE AND 0.5 M (1.6 FT) NORTH OF AN ORANGE PLASTIC
 DP8314'4X4 GUARD POST.
 DP8314'
 DP8314'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8314'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8314'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8314'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 1 M (3.3
 DP8314'FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8299 ***********************************************************************
 DP8299  DESIGNATION -  5X71
 DP8299  PID         -  DP8299
 DP8299  STATE/COUNTY-  WI/OCONTO
 DP8299  COUNTRY     -  US
 DP8299  USGS QUAD   -  GILLETT (2018)
 DP8299
 DP8299                         *CURRENT SURVEY CONTROL
 DP8299  ______________________________________________________________________
 DP8299* NAD 83(1986) POSITION- 44 52 56.9    (N) 088 19 42.2    (W)   HD_HELD2
 DP8299* NAVD 88 ORTHO HEIGHT -   266.297 (meters)      873.68  (feet) ADJUSTED
 DP8299  ______________________________________________________________________
 DP8299  GEOID HEIGHT    -        -36.217 (meters)                     GEOID18
 DP8299  DYNAMIC HEIGHT  -        266.268 (meters)      873.58  (feet) COMP
 DP8299  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 DP8299
 DP8299  VERT ORDER      -  SECOND    CLASS I
 DP8299
 DP8299.The horizontal coordinates were established by autonomous hand held GPS
 DP8299.observations and have an estimated accuracy of +/- 10 meters.
 DP8299
 DP8299.The orthometric height was determined by differential leveling and
 DP8299.adjusted by the NATIONAL GEODETIC SURVEY
 DP8299.in February 2017.
 DP8299
 DP8299.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8299.GEOID18 height accuracy estimate available here.
 DP8299
 DP8299.Click photographs - Photos may exist for this station.
 DP8299
 DP8299.The dynamic height is computed by dividing the NAVD 88
 DP8299.geopotential number by the normal gravity value computed on the
 DP8299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8299.degrees latitude (g = 980.6199 gals.).
 DP8299
 DP8299.The modeled gravity was interpolated from observed gravity values.
 DP8299
 DP8299;                    North         East    Units  Estimated Accuracy
 DP8299;SPC WI C     -   117,938.      732,053.      MT  (+/- 10 meters HH2 GPS)
 DP8299
 DP8299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9508870752(NAD 83)
 DP8299
 DP8299                          SUPERSEDED SURVEY CONTROL
 DP8299
 DP8299.No superseded survey control is available for this station.
 DP8299
 DP8299_MARKER: DD = SURVEY DISK
 DP8299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8299_STAMPING: 5X71 2012
 DP8299_MARK LOGO: WIDT
 DP8299_PROJECTION: FLUSH
 DP8299_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8299+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2014
 DP8299
 DP8299  HISTORY     - Date     Condition        Report By
 DP8299  HISTORY     - 2012     MONUMENTED       WIDT
 DP8299  HISTORY     - 20141020 GOOD             WIDT
 DP8299
 DP8299                          STATION DESCRIPTION
 DP8299
 DP8299'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8299'HE STATION IS APPROXIMATELY 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF
 DP8299'SURING, 2.9 MI (4.7 KM) NORTH-NORTHEAST OF PULCIFER AND 1.2 MI (1.9
 DP8299'KM) SOUTHWEST OF GILLETT.
 DP8299'
 DP8299'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DP8299'HIGHWAY BB LOCATED IN THE CITY OF GILLETT, GO SOUTHWEST ON STATE
 DP8299'HIGHWAY 22 FOR 1.1 MI (1.8 KM) TO OLD U ON THE LEFT.  TURN LEFT AND GO
 DP8299'SOUTH ON OLD U FOR 0.25 MI (0.4 KM) TO A RIGHT TURN IN THE ROAD AND
 DP8299'THE STATION STRAIGHT AHEAD.
 DP8299'
 DP8299'THE STATION IS 9.3 M (30.5 FT) WEST OF THE EXTENDED CENTERLINE OF OLD
 DP8299'U, 3.5 M (11.5 FT) SOUTH OF THE EXTENDED CENTERLINE OF OLD U, 33.8 M
 DP8299'(110.9 FT) SOUTH OF A UTILITY JUNCTION BOX, 8.5 M (27.9 FT) WEST OF A
 DP8299'WOOD STREET SIGN, 4.2 M (13.8 FT) SOUTHEAST OF THE EDGE OF ASPHALT AND
 DP8299'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8299'WITNESS POSTS.
 DP8299'
 DP8299'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8299'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8299'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8299'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8299'0.2 M (0.7 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8820 ***********************************************************************
 DP8820  DESIGNATION -  5X72
 DP8820  PID         -  DP8820
 DP8820  STATE/COUNTY-  WI/OCONTO
 DP8820  COUNTRY     -  US
 DP8820  USGS QUAD   -  GILLETT (2018)
 DP8820
 DP8820                         *CURRENT SURVEY CONTROL
 DP8820  ______________________________________________________________________
 DP8820* NAD 83(1986) POSITION- 44 53 59.6    (N) 088 18 25.1    (W)   HD_HELD2
 DP8820* NAVD 88 ORTHO HEIGHT -   252.861 (meters)      829.59  (feet) ADJUSTED
 DP8820  ______________________________________________________________________
 DP8820  GEOID HEIGHT    -        -36.219 (meters)                     GEOID18
 DP8820  DYNAMIC HEIGHT  -        252.833 (meters)      829.50  (feet) COMP
 DP8820  MODELED GRAVITY -    980,501.3   (mgal)                       NAVD 88
 DP8820
 DP8820  VERT ORDER      -  SECOND    CLASS I
 DP8820
 DP8820.The horizontal coordinates were established by autonomous hand held GPS
 DP8820.observations and have an estimated accuracy of +/- 10 meters.
 DP8820
 DP8820.The orthometric height was determined by differential leveling and
 DP8820.adjusted by the NATIONAL GEODETIC SURVEY
 DP8820.in February 2017.
 DP8820
 DP8820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8820.GEOID18 height accuracy estimate available here.
 DP8820
 DP8820.Click photographs - Photos may exist for this station.
 DP8820
 DP8820.The dynamic height is computed by dividing the NAVD 88
 DP8820.geopotential number by the normal gravity value computed on the
 DP8820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8820.degrees latitude (g = 980.6199 gals.).
 DP8820
 DP8820.The modeled gravity was interpolated from observed gravity values.
 DP8820
 DP8820;                    North         East    Units  Estimated Accuracy
 DP8820;SPC WI C     -   119,908.      733,705.      MT  (+/- 10 meters HH2 GPS)
 DP8820
 DP8820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9681172660(NAD 83)
 DP8820
 DP8820                          SUPERSEDED SURVEY CONTROL
 DP8820
 DP8820.No superseded survey control is available for this station.
 DP8820
 DP8820_MARKER: DD = SURVEY DISK
 DP8820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8820_STAMPING: 5X72 2012
 DP8820_MARK LOGO: WIDT
 DP8820_PROJECTION: FLUSH
 DP8820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8820+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 DP8820
 DP8820  HISTORY     - Date     Condition        Report By
 DP8820  HISTORY     - 2012     MONUMENTED       WIDT
 DP8820  HISTORY     - 20141027 GOOD             WIDT
 DP8820
 DP8820                          STATION DESCRIPTION
 DP8820
 DP8820'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8820'THE STATION IS JUST NORTH OF THE CITY OF GILLETT, APPROXIMATELY 13 MI
 DP8820'(20.9 KM) NORTHEAST OF BONDUEL AND 8 MI (12.9 KM) WEST OF OCONTO
 DP8820'FALLS.
 DP8820'
 DP8820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DP8820'HIGHWAY 22 IN THE CITY OF GILLETT, GO NORTH ON STATE HIGHWAY 32 FOR
 DP8820'0.2 MI (0.3 KM) TO A FIELD ENTRANCE ON THE RIGHT AND THE STATION ON
 DP8820'THE RIGHT, OPPOSITE THE HIGHWAY FROM A PALLET AND CRATE MANUFACTURER.
 DP8820'
 DP8820'THE STATION IS 25.1 M (82.3 FT) EAST OF THE CENTERLINE OF STATE
 DP8820'HIGHWAY 32, 30.8 M (101.0 FT) SOUTH OF A STEEL RIGHT-OF-WAY POST, 28.3
 DP8820'M (92.8 FT) SOUTH OF A POWER POLE -76 2549-, 28.0 M (91.9 FT)
 DP8820'NORTHWEST OF A POWER POLE -76 2548-, 17 M (55.8 FT) SOUTH OF A FIELD
 DP8820'ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8820'PLASTIC WITNESS POSTS.
 DP8820'
 DP8820'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8820'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED POWER POLE TO THE
 DP8820'SOUTH-SOUTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE
 DP8820'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP8820'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP8820'DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8308 ***********************************************************************
 DP8308  DESIGNATION -  5X73
 DP8308  PID         -  DP8308
 DP8308  STATE/COUNTY-  WI/OCONTO
 DP8308  COUNTRY     -  US
 DP8308  USGS QUAD   -  GILLETT (2018)
 DP8308
 DP8308                         *CURRENT SURVEY CONTROL
 DP8308  ______________________________________________________________________
 DP8308* NAD 83(1986) POSITION- 44 55 41.4    (N) 088 18 24.2    (W)   HD_HELD2
 DP8308* NAVD 88 ORTHO HEIGHT -   276.235 (meters)      906.28  (feet) ADJUSTED
 DP8308  ______________________________________________________________________
 DP8308  GEOID HEIGHT    -        -36.202 (meters)                     GEOID18
 DP8308  DYNAMIC HEIGHT  -        276.206 (meters)      906.19  (feet) COMP
 DP8308  MODELED GRAVITY -    980,503.8   (mgal)                       NAVD 88
 DP8308
 DP8308  VERT ORDER      -  SECOND    CLASS I
 DP8308
 DP8308.The horizontal coordinates were established by autonomous hand held GPS
 DP8308.observations and have an estimated accuracy of +/- 10 meters.
 DP8308
 DP8308.The orthometric height was determined by differential leveling and
 DP8308.adjusted by the NATIONAL GEODETIC SURVEY
 DP8308.in February 2017.
 DP8308
 DP8308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8308.GEOID18 height accuracy estimate available here.
 DP8308
 DP8308.Click photographs - Photos may exist for this station.
 DP8308
 DP8308.The dynamic height is computed by dividing the NAVD 88
 DP8308.geopotential number by the normal gravity value computed on the
 DP8308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8308.degrees latitude (g = 980.6199 gals.).
 DP8308
 DP8308.The modeled gravity was interpolated from observed gravity values.
 DP8308
 DP8308;                    North         East    Units  Estimated Accuracy
 DP8308;SPC WI C     -   123,050.      733,659.      MT  (+/- 10 meters HH2 GPS)
 DP8308
 DP8308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9688175801(NAD 83)
 DP8308
 DP8308                          SUPERSEDED SURVEY CONTROL
 DP8308
 DP8308.No superseded survey control is available for this station.
 DP8308
 DP8308_MARKER: DD = SURVEY DISK
 DP8308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8308_STAMPING: 5X73 2012
 DP8308_MARK LOGO: WIDT
 DP8308_PROJECTION: FLUSH
 DP8308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8308+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2014
 DP8308
 DP8308  HISTORY     - Date     Condition        Report By
 DP8308  HISTORY     - 2012     MONUMENTED       WIDT
 DP8308  HISTORY     - 20141016 GOOD             WIDT
 DP8308
 DP8308                          STATION DESCRIPTION
 DP8308
 DP8308'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8308'HE STATION IS APPROXIMATELY 12.8 MI (20.6 KM) WEST-SOUTHWEST OF LENA,
 DP8308'5.9 MI (9.5 KM) SOUTHEAST OF SURING AND 2.6 MI (4.2 KM) NORTH OF
 DP8308'GILLETT.
 DP8308'
 DP8308'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8308'HIGHWAY H ABOUT 1.3 MI (2.1 KM) NORTH OF THE CITY OF GILLETT, GO NORTH
 DP8308'ON STATE HIGHWAY 32 FOR 1.0 MI (1.6 KM) TO SPRING HILL ROAD.  CONTINUE
 DP8308'NORTH ON STATE HIGHWAY 32 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DP8308'LEFT.
 DP8308'
 DP8308'THE STATION IS 300 M (984.2 FT) NORTH OF SPRING HILL ROAD, 11.7 M
 DP8308'(38.4 FT) WEST OF THE WEST EDGE OF ASPHALT OF STATE HIGHWAY 32, 59.4 M
 DP8308'(194.9 FT) SOUTH OF A -DO NOT PASS WHEN ONCOMING TRAFFIC EITHER LANE-
 DP8308'SIGN, 4 M (13.1 FT) SOUTH OF A FIELD ENTRANCE AND LOCATED IN THE
 DP8308'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8308'
 DP8308'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8308'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8308'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8308'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8308'0.2 M (0.7 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8309 ***********************************************************************
 DP8309  DESIGNATION -  5X74
 DP8309  PID         -  DP8309
 DP8309  STATE/COUNTY-  WI/OCONTO
 DP8309  COUNTRY     -  US
 DP8309  USGS QUAD   -  GILLETT (2018)
 DP8309
 DP8309                         *CURRENT SURVEY CONTROL
 DP8309  ______________________________________________________________________
 DP8309* NAD 83(1986) POSITION- 44 56 59.6    (N) 088 19 37.4    (W)   HD_HELD2
 DP8309* NAVD 88 ORTHO HEIGHT -   253.990 (meters)      833.30  (feet) ADJUSTED
 DP8309  ______________________________________________________________________
 DP8309  GEOID HEIGHT    -        -36.167 (meters)                     GEOID18
 DP8309  DYNAMIC HEIGHT  -        253.963 (meters)      833.21  (feet) COMP
 DP8309  MODELED GRAVITY -    980,507.2   (mgal)                       NAVD 88
 DP8309
 DP8309  VERT ORDER      -  SECOND    CLASS I
 DP8309
 DP8309.The horizontal coordinates were established by autonomous hand held GPS
 DP8309.observations and have an estimated accuracy of +/- 10 meters.
 DP8309
 DP8309.The orthometric height was determined by differential leveling and
 DP8309.adjusted by the NATIONAL GEODETIC SURVEY
 DP8309.in February 2017.
 DP8309
 DP8309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8309.GEOID18 height accuracy estimate available here.
 DP8309
 DP8309.Click photographs - Photos may exist for this station.
 DP8309
 DP8309.The dynamic height is computed by dividing the NAVD 88
 DP8309.geopotential number by the normal gravity value computed on the
 DP8309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8309.degrees latitude (g = 980.6199 gals.).
 DP8309
 DP8309.The modeled gravity was interpolated from observed gravity values.
 DP8309
 DP8309;                    North         East    Units  Estimated Accuracy
 DP8309;SPC WI C     -   125,430.      732,004.      MT  (+/- 10 meters HH2 GPS)
 DP8309
 DP8309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9531678240(NAD 83)
 DP8309
 DP8309                          SUPERSEDED SURVEY CONTROL
 DP8309
 DP8309.No superseded survey control is available for this station.
 DP8309
 DP8309_MARKER: DD = SURVEY DISK
 DP8309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8309_STAMPING: 5X74 2012
 DP8309_MARK LOGO: WIDT
 DP8309_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8309+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2014
 DP8309
 DP8309  HISTORY     - Date     Condition        Report By
 DP8309  HISTORY     - 2012     MONUMENTED       WIDT
 DP8309  HISTORY     - 20141013 GOOD             WIDT
 DP8309
 DP8309                          STATION DESCRIPTION
 DP8309
 DP8309'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8309'HE STATION IS APPROXIMATELY 13.8 MI (22.2 KM) WEST OF LENA, 4.4 MI
 DP8309'(7.1 KM) NORTHWEST OF GILLETT AND 3.9 MI (6.3 KM) SOUTHEAST OF SURING.
 DP8309'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8309'HIGHWAY A ABOUT 2.4 MI (3.9 KM) SOUTHEAST OF THE CITY OF SURING, GO
 DP8309'SOUTH ON STATE HIGHWAY 32 FOR 1.0 MI (1.6 KM) TO CLAY WOOD ROAD.
 DP8309'CONTINUE SOUTH ON STATE HIGHWAY 32 FOR 1.3 MI (2.1 KM) TO THE STATION
 DP8309'ON THE RIGHT.
 DP8309'
 DP8309'THE STATION IS 5.6 M (18.4 FT) WEST OF THE WEST EDGE OF ASPHALT OF
 DP8309'STATE HIGHWAY 32, 48.6 M (159.4 FT) NORTH OF A -NO PASSING ZONE- SIGN,
 DP8309'6.9 M (22.6 FT) EAST-SOUTHEAST OF A PLASTIC RIGHT-OF-WAY POST AND
 DP8309'LOCATED BETWEEN TWO WHITE PLASTIC 4X4 GUARD POSTS.
 DP8309'
 DP8309'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8309'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8309'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8309'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8309'0.4 M (1.3 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8821 ***********************************************************************
 DP8821  DESIGNATION -  5X80
 DP8821  PID         -  DP8821
 DP8821  STATE/COUNTY-  WI/OCONTO
 DP8821  COUNTRY     -  US
 DP8821  USGS QUAD   -  ABRAMS (2018)
 DP8821
 DP8821                         *CURRENT SURVEY CONTROL
 DP8821  ______________________________________________________________________
 DP8821* NAD 83(1986) POSITION- 44 48 54.9    (N) 088 02 57.1    (W)   HD_HELD2
 DP8821* NAVD 88 ORTHO HEIGHT -   207.794 (meters)      681.74  (feet) ADJUSTED
 DP8821  ______________________________________________________________________
 DP8821  GEOID HEIGHT    -        -36.378 (meters)                     GEOID18
 DP8821  DYNAMIC HEIGHT  -        207.773 (meters)      681.67  (feet) COMP
 DP8821  MODELED GRAVITY -    980,509.4   (mgal)                       NAVD 88
 DP8821
 DP8821  VERT ORDER      -  SECOND    CLASS I
 DP8821
 DP8821.The horizontal coordinates were established by autonomous hand held GPS
 DP8821.observations and have an estimated accuracy of +/- 10 meters.
 DP8821
 DP8821.The orthometric height was determined by differential leveling and
 DP8821.adjusted by the NATIONAL GEODETIC SURVEY
 DP8821.in February 2017.
 DP8821
 DP8821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8821.GEOID18 height accuracy estimate available here.
 DP8821
 DP8821.Click photographs - Photos may exist for this station.
 DP8821
 DP8821.The dynamic height is computed by dividing the NAVD 88
 DP8821.geopotential number by the normal gravity value computed on the
 DP8821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8821.degrees latitude (g = 980.6199 gals.).
 DP8821
 DP8821.The modeled gravity was interpolated from observed gravity values.
 DP8821
 DP8821;                    North         East    Units  Estimated Accuracy
 DP8821;SPC WI C     -   110,962.      754,284.      MT  (+/- 10 meters HH2 GPS)
 DP8821
 DP8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1704262962(NAD 83)
 DP8821
 DP8821                          SUPERSEDED SURVEY CONTROL
 DP8821
 DP8821.No superseded survey control is available for this station.
 DP8821
 DP8821_MARKER: DD = SURVEY DISK
 DP8821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8821_STAMPING: 5X80 2007
 DP8821_MARK LOGO: WIDT
 DP8821_PROJECTION: FLUSH
 DP8821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8821+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2014
 DP8821
 DP8821  HISTORY     - Date     Condition        Report By
 DP8821  HISTORY     - 2012     MONUMENTED       WIDT
 DP8821  HISTORY     - 20141110 GOOD             WIDT
 DP8821
 DP8821                          STATION DESCRIPTION
 DP8821
 DP8821'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8821'THE STATION IS APPROXIMATELY 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 DP8821'PENSAUKEE, 3.2 MI (5.1 KM) SOUTH OF STILES AND 2.5 MI (4.0 KM) NORTH
 DP8821'OF ABRAMS.
 DP8821'
 DP8821'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8821'HIGHWAY EAST ABOUT 1 MI (1.6 KM) NORTH OF THE VILLAGE OF ABRAMS, GO
 DP8821'NORTH ON US HIGHWAY 141 FOR 1.3 MI (2.1 KM) TO NORWAY WOODS LANE ON
 DP8821'THE RIGHT AND NEIGHBORLY LANE ON THE LEFT.  TURN LEFT AND GO WEST THEN
 DP8821'NORTH ON NEIGHBORLY LANE FOR ABOUT 300 FT (91.4 M) TO THE STATION ON
 DP8821'THE RIGHT.
 DP8821'
 DP8821'THE STATION IS 19.7 M (64.6 FT) EAST OF THE CENTERLINE OF NEIGHBORLY
 DP8821'LANE, 23.5 M (77.1 FT) WEST OF THE CENTERLINE OF SOUTHBOUND US HIGHWAY
 DP8821'141, 45.5 M (149.3 FT) NORTH OF A GAS PIPELINE MARKER POST, 38.8 M
 DP8821'(127.3 FT) EAST OF A RIGHT-OF-WAY POST, 1.2 M (3.9 FT) WEST OF A FENCE
 DP8821'LINE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8821'PLASTIC WITNESS POSTS.
 DP8821'
 DP8821'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE WEST EXTENDING TO 25
 DP8821'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8821'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8821'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8821'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8822 ***********************************************************************
 DP8822  DESIGNATION -  5X81
 DP8822  PID         -  DP8822
 DP8822  STATE/COUNTY-  WI/OCONTO
 DP8822  COUNTRY     -  US
 DP8822  USGS QUAD   -  ABRAMS (2018)
 DP8822
 DP8822                         *CURRENT SURVEY CONTROL
 DP8822  ______________________________________________________________________
 DP8822* NAD 83(1986) POSITION- 44 50 07.4    (N) 088 02 49.9    (W)   HD_HELD2
 DP8822* NAVD 88 ORTHO HEIGHT -   209.106 (meters)      686.04  (feet) ADJUSTED
 DP8822  ______________________________________________________________________
 DP8822  GEOID HEIGHT    -        -36.392 (meters)                     GEOID18
 DP8822  DYNAMIC HEIGHT  -        209.084 (meters)      685.97  (feet) COMP
 DP8822  MODELED GRAVITY -    980,510.2   (mgal)                       NAVD 88
 DP8822
 DP8822  VERT ORDER      -  SECOND    CLASS I
 DP8822
 DP8822.The horizontal coordinates were established by autonomous hand held GPS
 DP8822.observations and have an estimated accuracy of +/- 10 meters.
 DP8822
 DP8822.The orthometric height was determined by differential leveling and
 DP8822.adjusted by the NATIONAL GEODETIC SURVEY
 DP8822.in February 2017.
 DP8822
 DP8822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8822.GEOID18 height accuracy estimate available here.
 DP8822
 DP8822.Click photographs - Photos may exist for this station.
 DP8822
 DP8822.The dynamic height is computed by dividing the NAVD 88
 DP8822.geopotential number by the normal gravity value computed on the
 DP8822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8822.degrees latitude (g = 980.6199 gals.).
 DP8822
 DP8822.The modeled gravity was interpolated from observed gravity values.
 DP8822
 DP8822;                    North         East    Units  Estimated Accuracy
 DP8822;SPC WI C     -   113,203.      754,389.      MT  (+/- 10 meters HH2 GPS)
 DP8822
 DP8822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1722965197(NAD 83)
 DP8822
 DP8822                          SUPERSEDED SURVEY CONTROL
 DP8822
 DP8822.No superseded survey control is available for this station.
 DP8822
 DP8822_MARKER: DD = SURVEY DISK
 DP8822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8822_STAMPING: 5X81 2007
 DP8822_MARK LOGO: WIDT
 DP8822_PROJECTION: FLUSH
 DP8822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8822+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2014
 DP8822
 DP8822  HISTORY     - Date     Condition        Report By
 DP8822  HISTORY     - 2012     MONUMENTED       WIDT
 DP8822  HISTORY     - 20141111 GOOD             WIDT
 DP8822
 DP8822                          STATION DESCRIPTION
 DP8822
 DP8822'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8822'THE STATION IS APPROXIMATELY 6.6 MI (10.6 KM) WEST-NORTHWEST OF
 DP8822'PENSAUKEE, 3.8 MI (6.1 KM) NORTH OF ABRAMS AND 1.8 MI (2.9 KM) SOUTH
 DP8822'OF STILES.
 DP8822'
 DP8822'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8822'HIGHWAY EAST ABOUT 1 MI (1.6 KM) NORTH OF THE VILLAGE OF ABRAMS, GO
 DP8822'NORTH ON US HIGHWAY 141 FOR 2.75 MI (4.4 KM) TO KRUEGERS QUARRY ROAD
 DP8822'ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8822'
 DP8822'THE STATION IS 29.0 M (95.1 FT) EAST OF THE CENTERLINE OF NORTHBOUND
 DP8822'US HIGHWAY 141, 18.7 M (61.4 FT) NORTH OF THE CENTER OF KRUEGERS
 DP8822'QUARRY ROAD, 19.4 M (63.6 FT) WEST-NORTHWEST OF AN ORANGE OVER WHITE
 DP8822'MARKER POST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8822'WHITE PLASTIC WITNESS POSTS.
 DP8822'
 DP8822'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 40
 DP8822'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8822'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8822'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8822'0.5 M (1.6 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8823 ***********************************************************************
 DP8823  DESIGNATION -  5X82
 DP8823  PID         -  DP8823
 DP8823  STATE/COUNTY-  WI/OCONTO
 DP8823  COUNTRY     -  US
 DP8823  USGS QUAD   -  ABRAMS (2018)
 DP8823
 DP8823                         *CURRENT SURVEY CONTROL
 DP8823  ______________________________________________________________________
 DP8823* NAD 83(1986) POSITION- 44 51 33.0    (N) 088 02 53.5    (W)   HD_HELD2
 DP8823* NAVD 88 ORTHO HEIGHT -   188.547 (meters)      618.59  (feet) ADJUSTED
 DP8823  ______________________________________________________________________
 DP8823  GEOID HEIGHT    -        -36.403 (meters)                     GEOID18
 DP8823  DYNAMIC HEIGHT  -        188.528 (meters)      618.53  (feet) COMP
 DP8823  MODELED GRAVITY -    980,510.8   (mgal)                       NAVD 88
 DP8823
 DP8823  VERT ORDER      -  SECOND    CLASS I
 DP8823
 DP8823.The horizontal coordinates were established by autonomous hand held GPS
 DP8823.observations and have an estimated accuracy of +/- 10 meters.
 DP8823
 DP8823.The orthometric height was determined by differential leveling and
 DP8823.adjusted by the NATIONAL GEODETIC SURVEY
 DP8823.in February 2017.
 DP8823
 DP8823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8823.GEOID18 height accuracy estimate available here.
 DP8823
 DP8823.Click photographs - Photos may exist for this station.
 DP8823
 DP8823.The dynamic height is computed by dividing the NAVD 88
 DP8823.geopotential number by the normal gravity value computed on the
 DP8823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8823.degrees latitude (g = 980.6199 gals.).
 DP8823
 DP8823.The modeled gravity was interpolated from observed gravity values.
 DP8823
 DP8823;                    North         East    Units  Estimated Accuracy
 DP8823;SPC WI C     -   115,843.      754,246.      MT  (+/- 10 meters HH2 GPS)
 DP8823
 DP8823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1718467840(NAD 83)
 DP8823
 DP8823                          SUPERSEDED SURVEY CONTROL
 DP8823
 DP8823.No superseded survey control is available for this station.
 DP8823
 DP8823_MARKER: DD = SURVEY DISK
 DP8823_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP8823_SP_SET: BRIDGE PARAPET WALL
 DP8823_STAMPING: 5X82 2007
 DP8823_MARK LOGO: WIDT
 DP8823_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8823+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2014
 DP8823
 DP8823  HISTORY     - Date     Condition        Report By
 DP8823  HISTORY     - 2007     MONUMENTED       WIDT
 DP8823  HISTORY     - 20141113 GOOD             WIDT
 DP8823
 DP8823                          STATION DESCRIPTION
 DP8823
 DP8823'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8823'THE STATION IS IN THE COMMUNITY OF STILES, APPROXIMATELY 9 MI (14.5
 DP8823'KM) SOUTHWEST OF OCONTO, 6 MI (9.7 KM) SOUTH OF LENA AND 5 MI (8.0 KM)
 DP8823'EAST-SOUTHEAST OF OCONTO FALLS.
 DP8823'
 DP8823'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8823'HIGHWAY EAST ABOUT 1 MI (1.6 KM) NORTH OF THE VILLAGE OF ABRAMS, GO
 DP8823'NORTH ON US HIGHWAY 141 FOR 4.25 MI (6.8 KM) TO CHICKEN SHACK ROAD ON
 DP8823'THE RIGHT.  CONTINUE NORTH ON US HIGHWAY 141 FOR 0.15 MI (0.2 KM) TO
 DP8823'THE NORTH END OF A BRIDGE OVER THE OCONTO RIVER AND THE STATION ON THE
 DP8823'RIGHT.
 DP8823'
 DP8823'THE STATION IS 6.9 M (22.6 FT) EAST OF THE CENTERLINE OF NORTHBOUND US
 DP8823'HIGHWAY 141, 1.1 M (3.6 FT) NORTHWEST OF A FENCE POST AND 0.5 M (1.6
 DP8823'FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DP8823'
 DP8823'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8823'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8823'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8823'IN A DRILL HOLE IN THE TOP OF THE NORTH END OF THE EAST PARAPET WALL
 DP8823'OF THE NORTHBOUND BRIDGE, ABOUT 1 M (3.3 FT) HIGHER THAN THE ROAD
 DP8823'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8826 ***********************************************************************
 DP8826  DESIGNATION -  5X83
 DP8826  PID         -  DP8826
 DP8826  STATE/COUNTY-  WI/OCONTO
 DP8826  COUNTRY     -  US
 DP8826  USGS QUAD   -  LENA (2018)
 DP8826
 DP8826                         *CURRENT SURVEY CONTROL
 DP8826  ______________________________________________________________________
 DP8826* NAD 83(1986) POSITION- 44 53 13.6    (N) 088 02 35.6    (W)   HD_HELD2
 DP8826* NAVD 88 ORTHO HEIGHT -   208.262 (meters)      683.27  (feet) ADJUSTED
 DP8826  ______________________________________________________________________
 DP8826  GEOID HEIGHT    -        -36.414 (meters)                     GEOID18
 DP8826  DYNAMIC HEIGHT  -        208.241 (meters)      683.20  (feet) COMP
 DP8826  MODELED GRAVITY -    980,512.0   (mgal)                       NAVD 88
 DP8826
 DP8826  VERT ORDER      -  SECOND    CLASS I
 DP8826
 DP8826.The horizontal coordinates were established by autonomous hand held GPS
 DP8826.observations and have an estimated accuracy of +/- 10 meters.
 DP8826
 DP8826.The orthometric height was determined by differential leveling and
 DP8826.adjusted by the NATIONAL GEODETIC SURVEY
 DP8826.in February 2017.
 DP8826
 DP8826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8826.GEOID18 height accuracy estimate available here.
 DP8826
 DP8826.Click photographs - Photos may exist for this station.
 DP8826
 DP8826.The dynamic height is computed by dividing the NAVD 88
 DP8826.geopotential number by the normal gravity value computed on the
 DP8826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8826.degrees latitude (g = 980.6199 gals.).
 DP8826
 DP8826.The modeled gravity was interpolated from observed gravity values.
 DP8826
 DP8826;                    North         East    Units  Estimated Accuracy
 DP8826;SPC WI C     -   118,957.      754,564.      MT  (+/- 10 meters HH2 GPS)
 DP8826
 DP8826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1761670939(NAD 83)
 DP8826
 DP8826                          SUPERSEDED SURVEY CONTROL
 DP8826
 DP8826.No superseded survey control is available for this station.
 DP8826
 DP8826_MARKER: DD = SURVEY DISK
 DP8826_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8826_SP_SET: BRIDGE ABUTMENT
 DP8826_STAMPING: 5X83 2007
 DP8826_MARK LOGO: WIDT
 DP8826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8826+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2014
 DP8826
 DP8826  HISTORY     - Date     Condition        Report By
 DP8826  HISTORY     - 2007     MONUMENTED       WIDT
 DP8826  HISTORY     - 20141113 GOOD             WIDT
 DP8826
 DP8826                          STATION DESCRIPTION
 DP8826
 DP8826'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8826'THE STATION IS APPROXIMATELY 8.4 MI (13.5 KM) WEST OF OCONTO, 4.5 MI
 DP8826'(7.2 KM) SOUTH OF LENA AND 2.0 MI (3.2 KM) NORTH OF STILES.
 DP8826'
 DP8826'THE STATION IS LOCATED AT THE GRADE SEPARATED JUNCTION OF US HIGHWAY
 DP8826'141 WITH STATE HIGHWAY 22 ABOUT 5 MI (8.0 KM) EAST OF THE CITY OF
 DP8826'OCONTO FALLS.
 DP8826'
 DP8826'THE STATION IS 7.2 M (23.6 FT) EAST OF THE CENTERLINE OF NORTHBOUND US
 DP8826'HIGHWAY 141, 0.4 M (1.3 FT) EAST OF CONCRETE PARAPET WALL AND 1.7 M
 DP8826'(5.6 FT) WEST-SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DP8826'
 DP8826'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8826'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8826'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8826'IN A DRILL HOLE IN THE TOP OF THE EAST SIDE OF THE NORTH ABUTMENT OF
 DP8826'THE NORTHBOUND US HIGHWAY 141 BRIDGE OVER STATE HIGHWAY 22, ABOUT
 DP8826'LEVEL WITH THE GRADE OF US HIGHWAY 141.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8827 ***********************************************************************
 DP8827  DESIGNATION -  5X84
 DP8827  PID         -  DP8827
 DP8827  STATE/COUNTY-  WI/OCONTO
 DP8827  COUNTRY     -  US
 DP8827  USGS QUAD   -  LENA (2018)
 DP8827
 DP8827                         *CURRENT SURVEY CONTROL
 DP8827  ______________________________________________________________________
 DP8827* NAD 83(1986) POSITION- 44 54 49.9    (N) 088 02 45.3    (W)   HD_HELD2
 DP8827* NAVD 88 ORTHO HEIGHT -   214.386 (meters)      703.36  (feet) ADJUSTED
 DP8827  ______________________________________________________________________
 DP8827  GEOID HEIGHT    -        -36.414 (meters)                     GEOID18
 DP8827  DYNAMIC HEIGHT  -        214.364 (meters)      703.29  (feet) COMP
 DP8827  MODELED GRAVITY -    980,512.6   (mgal)                       NAVD 88
 DP8827
 DP8827  VERT ORDER      -  SECOND    CLASS I
 DP8827
 DP8827.The horizontal coordinates were established by autonomous hand held GPS
 DP8827.observations and have an estimated accuracy of +/- 10 meters.
 DP8827
 DP8827.The orthometric height was determined by differential leveling and
 DP8827.adjusted by the NATIONAL GEODETIC SURVEY
 DP8827.in February 2017.
 DP8827
 DP8827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8827.GEOID18 height accuracy estimate available here.
 DP8827
 DP8827.Click photographs - Photos may exist for this station.
 DP8827
 DP8827.The dynamic height is computed by dividing the NAVD 88
 DP8827.geopotential number by the normal gravity value computed on the
 DP8827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8827.degrees latitude (g = 980.6199 gals.).
 DP8827
 DP8827.The modeled gravity was interpolated from observed gravity values.
 DP8827
 DP8827;                    North         East    Units  Estimated Accuracy
 DP8827;SPC WI C     -   121,923.      754,280.      MT  (+/- 10 meters HH2 GPS)
 DP8827
 DP8827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1744273913(NAD 83)
 DP8827
 DP8827                          SUPERSEDED SURVEY CONTROL
 DP8827
 DP8827.No superseded survey control is available for this station.
 DP8827
 DP8827_MARKER: DD = SURVEY DISK
 DP8827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8827_STAMPING: 5X84 2007
 DP8827_MARK LOGO: WIDT
 DP8827_PROJECTION: FLUSH
 DP8827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8827+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2014
 DP8827
 DP8827  HISTORY     - Date     Condition        Report By
 DP8827  HISTORY     - 2012     MONUMENTED       WIDT
 DP8827  HISTORY     - 20141113 GOOD             WIDT
 DP8827
 DP8827                          STATION DESCRIPTION
 DP8827
 DP8827'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8827'THE STATION IS APPROXIMATELY 9.0 MI (14.5 KM) NORTHWEST OF OCONTO, 5.3
 DP8827'MI (8.5 KM) NORTHEAST OF OCONTO FALLS AND 2.5 MI (4.0 KM) SOUTH OF
 DP8827'LENA.
 DP8827'
 DP8827'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE
 DP8827'HIGHWAY 22 ABOUT 5 MI (8.0 KM) EAST OF THE CITY OF OCONTO FALLS, GO
 DP8827'NORTH ON US HIGHWAY 141 FOR 1.5 MI (2.4 KM) TO LEMERE ROAD.  CONTINUE
 DP8827'NORTH ON US HIGHWAY 141 FOR 0.35 MI (0.6 KM) TO A FIELD ENTRANCE ON
 DP8827'THE RIGHT AND THE STATION ON THE RIGHT.
 DP8827'
 DP8827'THE STATION IS 29.0 M (95.1 FT) EAST OF THE CENTERLINE OF NORTHBOUND
 DP8827'US HIGHWAY 141, 11.5 M (37.7 FT) SOUTH OF THE CENTER OF A FIELD
 DP8827'ENTRANCE, 5.1 M (16.7 FT) WEST OF A YELLOW RIGHT-OF-WAY POST, 4.1 M
 DP8827'(13.5 FT) WEST OF A FENCE LINE AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8827'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8827'
 DP8827'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8827'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8827'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8827'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 1 M (3.3
 DP8827'FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8828 ***********************************************************************
 DP8828  DESIGNATION -  5X85
 DP8828  PID         -  DP8828
 DP8828  STATE/COUNTY-  WI/OCONTO
 DP8828  COUNTRY     -  US
 DP8828  USGS QUAD   -  LENA (2018)
 DP8828
 DP8828                         *CURRENT SURVEY CONTROL
 DP8828  ______________________________________________________________________
 DP8828* NAD 83(1986) POSITION- 44 56 00.2    (N) 088 02 50.2    (W)   HD_HELD2
 DP8828* NAVD 88 ORTHO HEIGHT -   213.897 (meters)      701.76  (feet) ADJUSTED
 DP8828  ______________________________________________________________________
 DP8828  GEOID HEIGHT    -        -36.415 (meters)                     GEOID18
 DP8828  DYNAMIC HEIGHT  -        213.876 (meters)      701.69  (feet) COMP
 DP8828  MODELED GRAVITY -    980,513.2   (mgal)                       NAVD 88
 DP8828
 DP8828  VERT ORDER      -  SECOND    CLASS I
 DP8828
 DP8828.The horizontal coordinates were established by autonomous hand held GPS
 DP8828.observations and have an estimated accuracy of +/- 10 meters.
 DP8828
 DP8828.The orthometric height was determined by differential leveling and
 DP8828.adjusted by the NATIONAL GEODETIC SURVEY
 DP8828.in February 2017.
 DP8828
 DP8828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8828.GEOID18 height accuracy estimate available here.
 DP8828
 DP8828.Click photographs - Photos may exist for this station.
 DP8828
 DP8828.The dynamic height is computed by dividing the NAVD 88
 DP8828.geopotential number by the normal gravity value computed on the
 DP8828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8828.degrees latitude (g = 980.6199 gals.).
 DP8828
 DP8828.The modeled gravity was interpolated from observed gravity values.
 DP8828
 DP8828;                    North         East    Units  Estimated Accuracy
 DP8828;SPC WI C     -   124,090.      754,120.      MT  (+/- 10 meters HH2 GPS)
 DP8828
 DP8828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1736276084(NAD 83)
 DP8828
 DP8828                          SUPERSEDED SURVEY CONTROL
 DP8828
 DP8828.No superseded survey control is available for this station.
 DP8828
 DP8828_MARKER: DD = SURVEY DISK
 DP8828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8828_STAMPING: 5X85 2007
 DP8828_MARK LOGO: WIDT
 DP8828_PROJECTION: FLUSH
 DP8828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8828+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2014
 DP8828
 DP8828  HISTORY     - Date     Condition        Report By
 DP8828  HISTORY     - 2012     MONUMENTED       WIDT
 DP8828  HISTORY     - 20141113 GOOD             WIDT
 DP8828
 DP8828                          STATION DESCRIPTION
 DP8828
 DP8828'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8828'THE STATION IS APPROXIMATELY 9.1 MI (14.6 KM) NORTHWEST OF OCONTO, 6.0
 DP8828'MI (9.7 KM) NORTHWEST OF OCONTO FALLS AND 1.2 MI (1.9 KM) SOUTH OF
 DP8828'LENA.
 DP8828'
 DP8828'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8828'HIGHWAY A ABOUT 0.5 MI (0.8 KM) EAST OF THE VILLAGE OF LENA, GO SOUTH
 DP8828'ON US HIGHWAY 141 FOR 1.5 MI (2.4 KM) TO GUELIG ROAD ON THE RIGHT.
 DP8828'TURN RIGHT AND GO WEST ON GUELIG ROAD FOR 0.05 MI (0.1 KM) TO OLD 141
 DP8828'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON OLD 141 ROAD FOR 0.2 MI
 DP8828'(0.3 KM) TO THE STATION ON THE RIGHT.
 DP8828'
 DP8828'THE STATION IS 8.8 M (28.9 FT) EAST OF THE CENTERLINE OF OLD 141 ROAD,
 DP8828'48.9 M (160.4 FT) SOUTHEAST OF A RIGHT-OF-WAY POST, 30.7 M (100.7 FT)
 DP8828'EAST OF A POWER POLE -76-, 7.8 M (25.6 FT) WEST OF A RIGHT-OF-WAY
 DP8828'FENCE LINE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8828'WHITE PLASTIC WITNESS POSTS.
 DP8828'
 DP8828'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8828'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8828'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8828'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.6 M
 DP8828'(2.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8831 ***********************************************************************
 DP8831  DESIGNATION -  5X86
 DP8831  PID         -  DP8831
 DP8831  STATE/COUNTY-  WI/OCONTO
 DP8831  COUNTRY     -  US
 DP8831  USGS QUAD   -  LENA (2018)
 DP8831
 DP8831                         *CURRENT SURVEY CONTROL
 DP8831  ______________________________________________________________________
 DP8831* NAD 83(1986) POSITION- 44 58 38.6    (N) 088 02 29.2    (W)   HD_HELD2
 DP8831* NAVD 88 ORTHO HEIGHT -   212.322 (meters)      696.59  (feet) ADJUSTED
 DP8831  ______________________________________________________________________
 DP8831  GEOID HEIGHT    -        -36.410 (meters)                     GEOID18
 DP8831  DYNAMIC HEIGHT  -        212.302 (meters)      696.53  (feet) COMP
 DP8831  MODELED GRAVITY -    980,515.7   (mgal)                       NAVD 88
 DP8831
 DP8831  VERT ORDER      -  SECOND    CLASS I
 DP8831
 DP8831.The horizontal coordinates were established by autonomous hand held GPS
 DP8831.observations and have an estimated accuracy of +/- 10 meters.
 DP8831
 DP8831.The orthometric height was determined by differential leveling and
 DP8831.adjusted by the NATIONAL GEODETIC SURVEY
 DP8831.in February 2017.
 DP8831
 DP8831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8831.GEOID18 height accuracy estimate available here.
 DP8831
 DP8831.Click photographs - Photos may exist for this station.
 DP8831
 DP8831.The dynamic height is computed by dividing the NAVD 88
 DP8831.geopotential number by the normal gravity value computed on the
 DP8831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8831.degrees latitude (g = 980.6199 gals.).
 DP8831
 DP8831.The modeled gravity was interpolated from observed gravity values.
 DP8831
 DP8831;                    North         East    Units  Estimated Accuracy
 DP8831;SPC WI C     -   128,989.      754,463.      MT  (+/- 10 meters HH2 GPS)
 DP8831
 DP8831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1788580966(NAD 83)
 DP8831
 DP8831                          SUPERSEDED SURVEY CONTROL
 DP8831
 DP8831.No superseded survey control is available for this station.
 DP8831
 DP8831_MARKER: DD = SURVEY DISK
 DP8831_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP8831_SP_SET: BRIDGE PARAPET WALL
 DP8831_STAMPING: 5X86 2007
 DP8831_MARK LOGO: WIDT
 DP8831_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8831+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2014
 DP8831
 DP8831  HISTORY     - Date     Condition        Report By
 DP8831  HISTORY     - 2007     MONUMENTED       WIDT
 DP8831  HISTORY     - 20141112 GOOD             WIDT
 DP8831
 DP8831                          STATION DESCRIPTION
 DP8831
 DP8831'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8831'THE STATION IS APPROXIMATELY 8.5 MI (13.7 KM) SOUTHEAST OF KLONDIKE,
 DP8831'6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF COLEMAN AND 1.9 MI (3.1 KM)
 DP8831'NORTH-NORTHEAST OF LENA.
 DP8831'
 DP8831'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8831'HIGHWAY A JUST EAST OF THE VILLAGE OF LENA, GO NORTH ON US HIGHWAY 141
 DP8831'FOR 1.5 MI (2.4 KM) TO OLD 141 ROAD ON THE LEFT.  CONTINUE NORTH ON US
 DP8831'HIGHWAY 141 FOR 0.4 MI (0.6 KM) TO THE NORTH END OF A BRIDGE OVER
 DP8831'KELLY BROOK AND THE STATION ON THE LEFT, LOCATED IN THE MEDIAN.
 DP8831'
 DP8831'THE STATION IS 5.6 M (18.4 FT) SOUTHWEST OF THE CENTERLINE OF
 DP8831'NORTHBOUND US HIGHWAY 141 AND 0.6 M (2.0 FT) EAST OF A WHITE PLASTIC
 DP8831'WITNESS POST.
 DP8831'
 DP8831'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8831'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8831'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8831'IN A DRILL HOLE IN THE TOP OF THE NORTH END OF THE WEST PARAPET WALL
 DP8831'OF THE NORTHBOUND BRIDGE, ABOUT 1 M (3.3 FT) HIGHER THAN THE ROAD
 DP8831'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8832 ***********************************************************************
 DP8832  DESIGNATION -  5X87
 DP8832  PID         -  DP8832
 DP8832  STATE/COUNTY-  WI/OCONTO
 DP8832  COUNTRY     -  US
 DP8832  USGS QUAD   -  LENA (2018)
 DP8832
 DP8832                         *CURRENT SURVEY CONTROL
 DP8832  ______________________________________________________________________
 DP8832* NAD 83(1986) POSITION- 44 59 37.2    (N) 088 02 41.0    (W)   HD_HELD2
 DP8832* NAVD 88 ORTHO HEIGHT -   214.776 (meters)      704.64  (feet) ADJUSTED
 DP8832  ______________________________________________________________________
 DP8832  GEOID HEIGHT    -        -36.397 (meters)                     GEOID18
 DP8832  DYNAMIC HEIGHT  -        214.755 (meters)      704.58  (feet) COMP
 DP8832  MODELED GRAVITY -    980,516.2   (mgal)                       NAVD 88
 DP8832
 DP8832  VERT ORDER      -  SECOND    CLASS I
 DP8832
 DP8832.The horizontal coordinates were established by autonomous hand held GPS
 DP8832.observations and have an estimated accuracy of +/- 10 meters.
 DP8832
 DP8832.The orthometric height was determined by differential leveling and
 DP8832.adjusted by the NATIONAL GEODETIC SURVEY
 DP8832.in February 2017.
 DP8832
 DP8832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8832.GEOID18 height accuracy estimate available here.
 DP8832
 DP8832.Click photographs - Photos may exist for this station.
 DP8832
 DP8832.The dynamic height is computed by dividing the NAVD 88
 DP8832.geopotential number by the normal gravity value computed on the
 DP8832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8832.degrees latitude (g = 980.6199 gals.).
 DP8832
 DP8832.The modeled gravity was interpolated from observed gravity values.
 DP8832
 DP8832;                    North         East    Units  Estimated Accuracy
 DP8832;SPC WI C     -   130,791.      754,161.      MT  (+/- 10 meters HH2 GPS)
 DP8832
 DP8832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1765082777(NAD 83)
 DP8832
 DP8832                          SUPERSEDED SURVEY CONTROL
 DP8832
 DP8832.No superseded survey control is available for this station.
 DP8832
 DP8832_MARKER: DD = SURVEY DISK
 DP8832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8832_STAMPING: 5X87 2012
 DP8832_MARK LOGO: WIDT
 DP8832_PROJECTION: PROJECTING 7 CENTIMETERS
 DP8832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8832+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2014
 DP8832
 DP8832  HISTORY     - Date     Condition        Report By
 DP8832  HISTORY     - 2012     MONUMENTED       WIDT
 DP8832  HISTORY     - 20141112 GOOD             WIDT
 DP8832
 DP8832                          STATION DESCRIPTION
 DP8832
 DP8832'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8832'THE STATION IS APPROXIMATELY 7.6 MI (12.2 KM) SOUTHEAST OF KLONDIKE,
 DP8832'5.0 MI (8.0 KM) SOUTH OF COLEMAN AND 2.9 MI (4.7 KM) NORTH OF LENA.
 DP8832'
 DP8832'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8832'HIGHWAY M WEST ABOUT 4 MI (6.4 KM) NORTH OF THE VILLAGE OF LENA, GO
 DP8832'SOUTH ON US HIGHWAY 141 FOR 0.5 MI (0.8 KM) TO SUNNY BROOK ROAD.
 DP8832'CONTINUE SOUTH ON US HIGHWAY 141 FOR 0.5 MI (0.8 KM) TO A MEDIAN
 DP8832'CROSS-OVER ROAD ON THE LEFT (STARLITE ROAD).  TURN LEFT AND GO EAST
 DP8832'FOR ABOUT 150 FT (45.7 M) ACROSS NORTHBOUND US HIGHWAY 141 TO A GRAVEL
 DP8832'ACCESS DRIVEWAY AND THE STATION ON THE RIGHT.
 DP8832'
 DP8832'THE STATION IS 26.0 M (85.3 FT) EAST OF THE CENTERLINE OF NORTHBOUND
 DP8832'US HIGHWAY 141, 6 M (19.7 FT) SOUTH OF THE CENTERLINE OF A GRAVEL
 DP8832'ACCESS DRIVEWAY (STARLITE ROAD), 23.3 M (76.4 FT) WEST OF THE CENTER
 DP8832'OF THE ESCANABA AND LAKE SUPERIOR RAILROAD TRACKS, 8.4 M (27.6 FT)
 DP8832'WEST OF A RIGHT-OF-WAY FENCE LINE AND LOCATED IN THE CENTER OF A
 DP8832'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8832'
 DP8832'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8832'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER TRANSMISSION LINE TO THE
 DP8832'EAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8832'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8832'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8832'POST, ABOUT 1 M (3.3 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8829 ***********************************************************************
 DP8829  DESIGNATION -  5X88
 DP8829  PID         -  DP8829
 DP8829  STATE/COUNTY-  WI/OCONTO
 DP8829  COUNTRY     -  US
 DP8829  USGS QUAD   -  LENA (2018)
 DP8829
 DP8829                         *CURRENT SURVEY CONTROL
 DP8829  ______________________________________________________________________
 DP8829* NAD 83(1986) POSITION- 44 57 02.0    (N) 088 02 08.3    (W)   HD_HELD2
 DP8829* NAVD 88 ORTHO HEIGHT -   217.619 (meters)      713.97  (feet) ADJUSTED
 DP8829  ______________________________________________________________________
 DP8829  GEOID HEIGHT    -        -36.423 (meters)                     GEOID18
 DP8829  DYNAMIC HEIGHT  -        217.598 (meters)      713.90  (feet) COMP
 DP8829  MODELED GRAVITY -    980,515.1   (mgal)                       NAVD 88
 DP8829
 DP8829  VERT ORDER      -  SECOND    CLASS I
 DP8829
 DP8829.The horizontal coordinates were established by autonomous hand held GPS
 DP8829.observations and have an estimated accuracy of +/- 10 meters.
 DP8829
 DP8829.The orthometric height was determined by differential leveling and
 DP8829.adjusted by the NATIONAL GEODETIC SURVEY
 DP8829.in February 2017.
 DP8829
 DP8829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8829.GEOID18 height accuracy estimate available here.
 DP8829
 DP8829.Click photographs - Photos may exist for this station.
 DP8829
 DP8829.The dynamic height is computed by dividing the NAVD 88
 DP8829.geopotential number by the normal gravity value computed on the
 DP8829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8829.degrees latitude (g = 980.6199 gals.).
 DP8829
 DP8829.The modeled gravity was interpolated from observed gravity values.
 DP8829
 DP8829;                    North         East    Units  Estimated Accuracy
 DP8829;SPC WI C     -   126,019.      754,993.      MT  (+/- 10 meters HH2 GPS)
 DP8829
 DP8829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1830577979(NAD 83)
 DP8829
 DP8829                          SUPERSEDED SURVEY CONTROL
 DP8829
 DP8829.No superseded survey control is available for this station.
 DP8829
 DP8829_MARKER: DD = SURVEY DISK
 DP8829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8829_STAMPING: 5X88 2012
 DP8829_MARK LOGO: WIDT
 DP8829_PROJECTION: FLUSH
 DP8829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8829+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2014
 DP8829
 DP8829  HISTORY     - Date     Condition        Report By
 DP8829  HISTORY     - 2012     MONUMENTED       WIDT
 DP8829  HISTORY     - 20141112 GOOD             WIDT
 DP8829
 DP8829                          STATION DESCRIPTION
 DP8829
 DP8829'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8829'THE STATION IS APPROXIMATELY 8.7 MI (14.0 KM) NORTHWEST OF OCONTO, 7.8
 DP8829'MI (12.6 KM) SOUTH OF COLEMAN AND 7.4 MI (11.9 KM) NORTHEAST OF OCONTO
 DP8829'FALLS.
 DP8829'
 DP8829'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8829'HIGHWAY A ABOUT 0.5 MI (0.8 KM) EAST OF THE VILLAGE OF LENA, IN THE
 DP8829'SOUTHEAST QUADRANT OF THE INTERCHANGE.
 DP8829'
 DP8829'THE STATION IS 16.3 M (53.5 FT) SOUTH OF THE CENTERLINE OF EASTBOUND
 DP8829'COUNTY HIGHWAY A, 22.5 M (73.8 FT) WEST OF THE CENTER OF THE END OF
 DP8829'THE EXIT RAMP FOR NORTHBOUND US HIGHWAY 141 AT COUNTY HIGHWAY A, 34.5
 DP8829'M (113.2 FT) WEST-SOUTHWEST OF A LIGHT POLE AND LOCATED BETWEEN TWO
 DP8829'WHITE PLASTIC WITNESS POSTS.
 DP8829'
 DP8829'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8829'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8829'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8829'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.6 M
 DP8829'(2.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2522 ***********************************************************************
 DQ2522  DESIGNATION -  5Y31
 DQ2522  PID         -  DQ2522
 DQ2522  STATE/COUNTY-  WI/KEWAUNEE
 DQ2522  COUNTRY     -  US
 DQ2522  USGS QUAD   -  STANGELVILLE (2018)
 DQ2522
 DQ2522                         *CURRENT SURVEY CONTROL
 DQ2522  ______________________________________________________________________
 DQ2522* NAD 83(1986) POSITION- 44 27 44.4    (N) 087 41 03.0    (W)   HD_HELD2
 DQ2522* NAVD 88 ORTHO HEIGHT -   244.366 (meters)      801.72  (feet) ADJUSTED
 DQ2522  ______________________________________________________________________
 DQ2522  GEOID HEIGHT    -        -36.208 (meters)                     GEOID18
 DQ2522  DYNAMIC HEIGHT  -        244.334 (meters)      801.62  (feet) COMP
 DQ2522  MODELED GRAVITY -    980,480.4   (mgal)                       NAVD 88
 DQ2522
 DQ2522  VERT ORDER      -  SECOND    CLASS I
 DQ2522
 DQ2522.The horizontal coordinates were established by autonomous hand held GPS
 DQ2522.observations and have an estimated accuracy of +/- 10 meters.
 DQ2522
 DQ2522.The orthometric height was determined by differential leveling and
 DQ2522.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2522.in February 2017.
 DQ2522
 DQ2522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2522.GEOID18 height accuracy estimate available here.
 DQ2522
 DQ2522.Click photographs - Photos may exist for this station.
 DQ2522
 DQ2522.The dynamic height is computed by dividing the NAVD 88
 DQ2522.geopotential number by the normal gravity value computed on the
 DQ2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2522.degrees latitude (g = 980.6199 gals.).
 DQ2522
 DQ2522.The modeled gravity was interpolated from observed gravity values.
 DQ2522
 DQ2522;                    North         East    Units  Estimated Accuracy
 DQ2522;SPC WI C     -    72,521.      784,265.      MT  (+/- 10 meters HH2 GPS)
 DQ2522
 DQ2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4557523452(NAD 83)
 DQ2522
 DQ2522                          SUPERSEDED SURVEY CONTROL
 DQ2522
 DQ2522.No superseded survey control is available for this station.
 DQ2522
 DQ2522_MARKER: DD = SURVEY DISK
 DQ2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2522_STAMPING: 5Y31 2014
 DQ2522_MARK LOGO: WIDT
 DQ2522_PROJECTION: FLUSH
 DQ2522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2522+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2015
 DQ2522
 DQ2522  HISTORY     - Date     Condition        Report By
 DQ2522  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2522  HISTORY     - 20150826 GOOD             WIDT
 DQ2522
 DQ2522                          STATION DESCRIPTION
 DQ2522
 DQ2522'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2522'THE STATION IS 10 MI (16.1 KM) NORTHEAST OF DENMARK, 8 MI (12.9 KM)
 DQ2522'WEST OF KEWAUNEE, AND 6 MI (9.7 KM) SOUTH OF LUXEMBURG.
 DQ2522'
 DQ2522'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY AB WITH
 DQ2522'COUNTY HIGHWAY F, IN THE COMMUNITY OF ELLISVILLE ABOUT 17 MI (27.4 KM)
 DQ2522'EAST-SOUTHEAST OF DOWNTOWN GREEN BAY, GO NORTH ON COUNTY HIGHWAY AB
 DQ2522'FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DQ2522'
 DQ2522'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2522'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2522'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2522'STATION IS 11.5 M (37.7 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DQ2522'AB, 72 M (236.2 FT) SOUTH OF THE CENTER OF A DRIVEWAY -N3836-, 57 M
 DQ2522'(187.0 FT) NORTH OF THE CENTER OF A DRIVEWAY -N3804-, 26 M (85.0 FT)
 DQ2522'EAST OF A POWER POLE -2323 15R9-, 15.5 M (50.9 FT) SOUTH-SOUTHWEST OF
 DQ2522'AN ELECTRIC TRANSFORMER -2323 14L24-, 4.1 M (13.5 FT) WEST-NORTHWEST
 DQ2522'OF A PLASTIC RIGHT-OF-WAY POST, AND LOCATED IN THE CENTER OF A
 DQ2522'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2522'
 DQ2522'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2522'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2523 ***********************************************************************
 DQ2523  DESIGNATION -  5Y32
 DQ2523  PID         -  DQ2523
 DQ2523  STATE/COUNTY-  WI/KEWAUNEE
 DQ2523  COUNTRY     -  US
 DQ2523  USGS QUAD   -  STANGELVILLE (2018)
 DQ2523
 DQ2523                         *CURRENT SURVEY CONTROL
 DQ2523  ______________________________________________________________________
 DQ2523* NAD 83(2011) POSITION- 44 29 39.47888(N) 087 41 18.12433(W)   ADJUSTED
 DQ2523* NAD 83(2011) ELLIP HT-   216.347 (meters)        (04/14/17)   ADJUSTED
 DQ2523* NAD 83(2011) EPOCH   -  2010.00
 DQ2523* NAVD 88 ORTHO HEIGHT -   252.569 (meters)      828.64  (feet) ADJUSTED
 DQ2523  ______________________________________________________________________
 DQ2523  GEOID HEIGHT    -        -36.225 (meters)                     GEOID18
 DQ2523  NAD 83(2011) X  -    183,817.350 (meters)                     COMP
 DQ2523  NAD 83(2011) Y  - -4,553,597.907 (meters)                     COMP
 DQ2523  NAD 83(2011) Z  -  4,447,587.998 (meters)                     COMP
 DQ2523  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 DQ2523  DYNAMIC HEIGHT  -        252.537 (meters)      828.53  (feet) COMP
 DQ2523  MODELED GRAVITY -    980,482.2   (mgal)                       NAVD 88
 DQ2523
 DQ2523  VERT ORDER      -  SECOND    CLASS I
 DQ2523
 DQ2523  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2523  Standards:
 DQ2523         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2523            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2523  -------------------------------------------------------------------
 DQ2523  NETWORK    0.77   1.20           0.34   0.28   0.61      0.17013678
 DQ2523  -------------------------------------------------------------------
 DQ2523  Click here for local accuracies and other accuracy information.
 DQ2523
 DQ2523.The horizontal coordinates were established by GPS observations
 DQ2523.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2523
 DQ2523.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2523.been affixed to the stable North American tectonic plate. See 
 DQ2523.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2523
 DQ2523.The horizontal coordinates are valid at the epoch date displayed above
 DQ2523.which is a decimal equivalence of Year/Month/Day.
 DQ2523
 DQ2523.The orthometric height was determined by differential leveling and
 DQ2523.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2523.in February 2017.
 DQ2523
 DQ2523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2523.GEOID18 height accuracy estimate available here.
 DQ2523
 DQ2523.Click photographs - Photos may exist for this station.
 DQ2523
 DQ2523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2523
 DQ2523.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2523
 DQ2523.The ellipsoidal height was determined by GPS observations
 DQ2523.and is referenced to NAD 83.
 DQ2523
 DQ2523.The dynamic height is computed by dividing the NAVD 88
 DQ2523.geopotential number by the normal gravity value computed on the
 DQ2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2523.degrees latitude (g = 980.6199 gals.).
 DQ2523
 DQ2523.The modeled gravity was interpolated from observed gravity values.
 DQ2523
 DQ2523. The following values were computed from the NAD 83(2011) position.
 DQ2523
 DQ2523;                    North         East     Units Scale Factor Converg.
 DQ2523;SPC WI C     -    76,061.951   783,829.330   MT  0.99996279   +1 37 51.7
 DQ2523;SPC WI C     -   249,546.58  2,571,613.39   sFT  0.99996279   +1 37 51.7
 DQ2523;UTM  16      - 4,927,006.420   445,270.946   MT  0.99963683   -0 28 56.8
 DQ2523
 DQ2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2523!SPC WI C     -   0.99996608  x   0.99996279  =   0.99992887
 DQ2523!UTM  16      -   0.99996608  x   0.99963683  =   0.99960292
 DQ2523
 DQ2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4527027006(NAD 83)
 DQ2523
 DQ2523                          SUPERSEDED SURVEY CONTROL
 DQ2523
 DQ2523.No superseded survey control is available for this station.
 DQ2523
 DQ2523_MARKER: DD = SURVEY DISK
 DQ2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2523_STAMPING: 5Y32 2014
 DQ2523_MARK LOGO: WIDT
 DQ2523_PROJECTION: FLUSH
 DQ2523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2523+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2015
 DQ2523
 DQ2523  HISTORY     - Date     Condition        Report By
 DQ2523  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2523  HISTORY     - 20150826 GOOD             WIDT
 DQ2523
 DQ2523                          STATION DESCRIPTION
 DQ2523
 DQ2523'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2523'THE STATION IS 9 MI (14.5 KM) WEST-NORTHWEST OF KEWAUNEE, 6 MI (9.7
 DQ2523'KM) SOUTHWEST OF CASCO, AND 4 MI (6.4 KM) SOUTH OF LUXEMBURG.
 DQ2523'
 DQ2523'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY AB WITH
 DQ2523'COUNTY HIGHWAY F, IN THE COMMUNITY OF ELLISVILLE ABOUT 17 MI (27.4 KM)
 DQ2523'EAST-SOUTHEAST OF DOWNTOWN GREEN BAY, GO NORTH ON COUNTY HIGHWAY AB
 DQ2523'FOR 2.4 MI (3.9 KM) TO A LEFT CURVE IN THE HIGHWAY AND VALLEY ROAD ON
 DQ2523'THE RIGHT.  CURVE LEFT AND CONTINUE NORTHWEST ON COUNTY HIGHWAY AB FOR
 DQ2523'0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DQ2523'
 DQ2523'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2523'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2523'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2523'ROAD GRADE.  THE STATION IS 10.5 M (34.4 FT) NORTH OF THE CENTERLINE
 DQ2523'OF COUNTY HIGHWAY AB, 0.15 MI (0.2 KM) EAST OF RIVER LANE, 51 M (167.3
 DQ2523'FT) WEST OF A WOOD POST WITH TWO SIGNS VISIBLE TO EASTBOUND TRAFFIC
 DQ2523'-COUNTY HIGHWAY AB- AND -YELLOW ARROW-, AND LOCATED BETWEEN TWO ORANGE
 DQ2523'PLASTIC 4X4 GUARD POSTS.
 DQ2523'
 DQ2523'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2523'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2524 ***********************************************************************
 DQ2524  DESIGNATION -  5Y33
 DQ2524  PID         -  DQ2524
 DQ2524  STATE/COUNTY-  WI/KEWAUNEE
 DQ2524  COUNTRY     -  US
 DQ2524  USGS QUAD   -  LUXEMBURG (2018)
 DQ2524
 DQ2524                         *CURRENT SURVEY CONTROL
 DQ2524  ______________________________________________________________________
 DQ2524* NAD 83(1986) POSITION- 44 30 13.0    (N) 087 42 16.1    (W)   HD_HELD2
 DQ2524* NAVD 88 ORTHO HEIGHT -   239.763 (meters)      786.62  (feet) ADJUSTED
 DQ2524  ______________________________________________________________________
 DQ2524  GEOID HEIGHT    -        -36.221 (meters)                     GEOID18
 DQ2524  DYNAMIC HEIGHT  -        239.732 (meters)      786.52  (feet) COMP
 DQ2524  MODELED GRAVITY -    980,482.1   (mgal)                       NAVD 88
 DQ2524
 DQ2524  VERT ORDER      -  SECOND    CLASS I
 DQ2524
 DQ2524.The horizontal coordinates were established by autonomous hand held GPS
 DQ2524.observations and have an estimated accuracy of +/- 10 meters.
 DQ2524
 DQ2524.The orthometric height was determined by differential leveling and
 DQ2524.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2524.in February 2017.
 DQ2524
 DQ2524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2524.GEOID18 height accuracy estimate available here.
 DQ2524
 DQ2524.Click photographs - Photos may exist for this station.
 DQ2524
 DQ2524.The dynamic height is computed by dividing the NAVD 88
 DQ2524.geopotential number by the normal gravity value computed on the
 DQ2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2524.degrees latitude (g = 980.6199 gals.).
 DQ2524
 DQ2524.The modeled gravity was interpolated from observed gravity values.
 DQ2524
 DQ2524;                    North         East    Units  Estimated Accuracy
 DQ2524;SPC WI C     -    77,060.      782,520.      MT  (+/- 10 meters HH2 GPS)
 DQ2524
 DQ2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4399928051(NAD 83)
 DQ2524
 DQ2524                          SUPERSEDED SURVEY CONTROL
 DQ2524
 DQ2524.No superseded survey control is available for this station.
 DQ2524
 DQ2524_MARKER: DD = SURVEY DISK
 DQ2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2524_STAMPING: 5Y33 2014
 DQ2524_MARK LOGO: WIDT
 DQ2524_PROJECTION: FLUSH
 DQ2524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2524+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2015
 DQ2524
 DQ2524  HISTORY     - Date     Condition        Report By
 DQ2524  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2524  HISTORY     - 20150826 GOOD             WIDT
 DQ2524
 DQ2524                          STATION DESCRIPTION
 DQ2524
 DQ2524'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2524'THE STATION IS 10 MI (16.1 KM) WEST-NORTHWEST OF KEWAUNEE, 6 MI (9.7
 DQ2524'KM) SOUTHWEST OF CASCO, AND 3 MI (4.8 KM) SOUTH OF LUXEMBURG.
 DQ2524'
 DQ2524'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY AB WITH
 DQ2524'COUNTY HIGHWAY N, ABOUT 2.5 MI (4.0 KM) SOUTH OF THE VILLAGE OF
 DQ2524'LUXEMBURG, GO NORTH ON COUNTY HIGHWAY AB FOR 0.1 MI (0.2 KM) TO THE
 DQ2524'STATION ON THE RIGHT.
 DQ2524'
 DQ2524'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2524'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2524'INCHES) DIAMETER CONCRETE POST, ABOUT 0.3 M (1.0 FT) LOWER THAN THE
 DQ2524'ROAD GRADE.  THE STATION IS 10.1 M (33.1 FT) EAST OF THE CENTERLINE
 DQ2524'COUNTY HIGHWAY AB, 66.7 M (218.8 FT) NORTH OF A -ADOPT A HIGHWAY-
 DQ2524'SIGN, 41.7 M (136.8 FT) SOUTHEAST OF A UTILITY JUNCTION BOX -2287
 DQ2524'400-, 26.5 M (86.9 FT) EAST-SOUTHEAST OF A POWER POLE -2423 33R3-, AND
 DQ2524'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ2524'WITNESS POSTS.
 DQ2524'
 DQ2524'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2524'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2525 ***********************************************************************
 DQ2525  DESIGNATION -  5Y34
 DQ2525  PID         -  DQ2525
 DQ2525  STATE/COUNTY-  WI/KEWAUNEE
 DQ2525  COUNTRY     -  US
 DQ2525  USGS QUAD   -  LUXEMBURG (2018)
 DQ2525
 DQ2525                         *CURRENT SURVEY CONTROL
 DQ2525  ______________________________________________________________________
 DQ2525* NAD 83(1986) POSITION- 44 31 15.1    (N) 087 42 14.3    (W)   HD_HELD2
 DQ2525* NAVD 88 ORTHO HEIGHT -   254.552 (meters)      835.14  (feet) ADJUSTED
 DQ2525  ______________________________________________________________________
 DQ2525  GEOID HEIGHT    -        -36.232 (meters)                     GEOID18
 DQ2525  DYNAMIC HEIGHT  -        254.520 (meters)      835.04  (feet) COMP
 DQ2525  MODELED GRAVITY -    980,483.9   (mgal)                       NAVD 88
 DQ2525
 DQ2525  VERT ORDER      -  SECOND    CLASS I
 DQ2525
 DQ2525.The horizontal coordinates were established by autonomous hand held GPS
 DQ2525.observations and have an estimated accuracy of +/- 10 meters.
 DQ2525
 DQ2525.The orthometric height was determined by differential leveling and
 DQ2525.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2525.in February 2017.
 DQ2525
 DQ2525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2525.GEOID18 height accuracy estimate available here.
 DQ2525
 DQ2525.Click photographs - Photos may exist for this station.
 DQ2525
 DQ2525.The dynamic height is computed by dividing the NAVD 88
 DQ2525.geopotential number by the normal gravity value computed on the
 DQ2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2525.degrees latitude (g = 980.6199 gals.).
 DQ2525
 DQ2525.The modeled gravity was interpolated from observed gravity values.
 DQ2525
 DQ2525;                    North         East    Units  Estimated Accuracy
 DQ2525;SPC WI C     -    78,977.      782,505.      MT  (+/- 10 meters HH2 GPS)
 DQ2525
 DQ2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4405529967(NAD 83)
 DQ2525
 DQ2525                          SUPERSEDED SURVEY CONTROL
 DQ2525
 DQ2525.No superseded survey control is available for this station.
 DQ2525
 DQ2525_MARKER: DD = SURVEY DISK
 DQ2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2525_STAMPING: 5Y34 2014
 DQ2525_MARK LOGO: WIDT
 DQ2525_PROJECTION: FLUSH
 DQ2525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2525+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2015
 DQ2525
 DQ2525  HISTORY     - Date     Condition        Report By
 DQ2525  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2525  HISTORY     - 20150826 GOOD             WIDT
 DQ2525
 DQ2525                          STATION DESCRIPTION
 DQ2525
 DQ2525'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2525'THE STATION IS 11 MI (17.7 KM) NORTHWEST OF KEWAUNEE, 5 MI (8.0 KM)
 DQ2525'SOUTHWEST OF CASCO, AND 1 MI (1.6 KM) SOUTH OF LUXEMBURG.
 DQ2525'
 DQ2525'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY AB (MAIN
 DQ2525'STREET) WITH COUNTY HIGHWAY A (CHURCH ROAD), IN THE VILLAGE OF
 DQ2525'LUXEMBURG, GO SOUTH ON COUNTY HIGHWAY AB FOR 0.2 MI (0.3 KM) TO ADAMS
 DQ2525'STREET.  CONTINUE SOUTH ON COUNTY HIGHWAY AB (CHURCH ROAD) FOR 0.5 MI
 DQ2525'(0.8 KM) TO THE STATION ON THE LEFT.
 DQ2525'
 DQ2525'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2525'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2525'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2525'ROAD GRADE.  THE STATION IS 10.2 M (33.5 FT) EAST OF THE CENTERLINE OF
 DQ2525'COUNTY HIGHWAY AB, 83.7 M (274.6 FT) NORTH OF THE CENTER OF A DRIVEWAY
 DQ2525'-N5404-, 29.7 M (97.4 FT) EAST-NORTHEAST OF A POWER POLE -2423 28R11-,
 DQ2525'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ2525'WITNESS POSTS.
 DQ2525'
 DQ2525'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2525'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED POWER POLE TO THE
 DQ2525'WEST-SOUTHWEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2526 ***********************************************************************
 DQ2526  DESIGNATION -  5Y35
 DQ2526  PID         -  DQ2526
 DQ2526  STATE/COUNTY-  WI/KEWAUNEE
 DQ2526  COUNTRY     -  US
 DQ2526  USGS QUAD   -  LUXEMBURG (2018)
 DQ2526
 DQ2526                         *CURRENT SURVEY CONTROL
 DQ2526  ______________________________________________________________________
 DQ2526* NAD 83(1986) POSITION- 44 31 59.18   (N) 087 43 26.12   (W)   HD_HELD1
 DQ2526* NAVD 88 ORTHO HEIGHT -   253.837 (meters)      832.80  (feet) ADJUSTED
 DQ2526  ______________________________________________________________________
 DQ2526  GEOID HEIGHT    -        -36.230 (meters)                     GEOID18
 DQ2526  DYNAMIC HEIGHT  -        253.805 (meters)      832.69  (feet) COMP
 DQ2526  MODELED GRAVITY -    980,485.5   (mgal)                       NAVD 88
 DQ2526
 DQ2526  VERT ORDER      -  SECOND    CLASS I
 DQ2526
 DQ2526.The horizontal coordinates were determined by differentially corrected
 DQ2526.hand held GPS observations or other comparable positioning techniques
 DQ2526.and have an estimated accuracy of +/- 3 meters.
 DQ2526
 DQ2526.The orthometric height was determined by differential leveling and
 DQ2526.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2526.in February 2017.
 DQ2526
 DQ2526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2526.GEOID18 height accuracy estimate available here.
 DQ2526
 DQ2526.Click photographs - Photos may exist for this station.
 DQ2526
 DQ2526.The dynamic height is computed by dividing the NAVD 88
 DQ2526.geopotential number by the normal gravity value computed on the
 DQ2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2526.degrees latitude (g = 980.6199 gals.).
 DQ2526
 DQ2526.The modeled gravity was interpolated from observed gravity values.
 DQ2526
 DQ2526;                    North         East    Units  Estimated Accuracy
 DQ2526;SPC WI C     -    80,292.4     780,881.8     MT  (+/- 3 meters HH1 GPS) 
 DQ2526
 DQ2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4248231341(NAD 83)
 DQ2526
 DQ2526                          SUPERSEDED SURVEY CONTROL
 DQ2526
 DQ2526.No superseded survey control is available for this station.
 DQ2526
 DQ2526_MARKER: DD = SURVEY DISK
 DQ2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2526_STAMPING: 5Y35 2014
 DQ2526_MARK LOGO: WIDT
 DQ2526_PROJECTION: FLUSH
 DQ2526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2526+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2015
 DQ2526
 DQ2526  HISTORY     - Date     Condition        Report By
 DQ2526  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2526  HISTORY     - 20150827 GOOD             WIDT
 DQ2526
 DQ2526                          STATION DESCRIPTION
 DQ2526
 DQ2526'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2526'THE STATION IS 5 MI (8.0 KM) SOUTHWEST OF CASCO, 5 MI (8.0 KM) EAST OF
 DQ2526'NEW FRANKEN, AND 1 MI (1.6 KM) WEST OF LUXEMBURG.
 DQ2526'
 DQ2526'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY AB (MAIN
 DQ2526'STREET) WITH COUNTY HIGHWAY A (CHURCH ROAD) IN THE VILLAGE OF
 DQ2526'LUXEMBURG, GO WEST ON CHURCH ROAD FOR 1.0 MI (1.6 KM) TO RENDEZVOUS
 DQ2526'ROAD.  TURN RIGHT AND GO NORTH ON RENDEZVOUS ROAD FOR 0.2 MI (0.3 KM)
 DQ2526'TO THE STATION ON THE RIGHT.
 DQ2526'
 DQ2526'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2526'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2526'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2526'STATION IS 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF RENDEZVOUS ROAD,
 DQ2526'68.2 M (223.8 FT) SOUTHEAST OF A POWER POLE -2423 20R9-, 26.1 M (85.6
 DQ2526'FT) NORTHEAST OF A POWER POLE -2423 20R8-, 4 MI (6.4 KM) SOUTH OF A
 DQ2526'FIELD ENTRANCE, AND 0.3 M (1.0 FT) WEST OF A WHITE PLASTIC WITNESS
 DQ2526'POST.
 DQ2526'
 DQ2526'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2526'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2521 ***********************************************************************
 DQ2521  DESIGNATION -  5Y36
 DQ2521  PID         -  DQ2521
 DQ2521  STATE/COUNTY-  WI/KEWAUNEE
 DQ2521  COUNTRY     -  US
 DQ2521  USGS QUAD   -  LUXEMBURG (2018)
 DQ2521
 DQ2521                         *CURRENT SURVEY CONTROL
 DQ2521  ______________________________________________________________________
 DQ2521* NAD 83(1986) POSITION- 44 34 53.8    (N) 087 43 25.8    (W)   HD_HELD2
 DQ2521* NAVD 88 ORTHO HEIGHT -   217.037 (meters)      712.06  (feet) ADJUSTED
 DQ2521  ______________________________________________________________________
 DQ2521  GEOID HEIGHT    -        -36.277 (meters)                     GEOID18
 DQ2521  DYNAMIC HEIGHT  -        217.010 (meters)      711.97  (feet) COMP
 DQ2521  MODELED GRAVITY -    980,492.0   (mgal)                       NAVD 88
 DQ2521
 DQ2521  VERT ORDER      -  SECOND    CLASS I
 DQ2521
 DQ2521.The horizontal coordinates were established by autonomous hand held GPS
 DQ2521.observations and have an estimated accuracy of +/- 10 meters.
 DQ2521
 DQ2521.The orthometric height was determined by differential leveling and
 DQ2521.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2521.in February 2017.
 DQ2521
 DQ2521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2521.GEOID18 height accuracy estimate available here.
 DQ2521
 DQ2521.Click photographs - Photos may exist for this station.
 DQ2521
 DQ2521.The dynamic height is computed by dividing the NAVD 88
 DQ2521.geopotential number by the normal gravity value computed on the
 DQ2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2521.degrees latitude (g = 980.6199 gals.).
 DQ2521
 DQ2521.The modeled gravity was interpolated from observed gravity values.
 DQ2521
 DQ2521;                    North         East    Units  Estimated Accuracy
 DQ2521;SPC WI C     -    85,680.      780,738.      MT  (+/- 10 meters HH2 GPS)
 DQ2521
 DQ2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4253736729(NAD 83)
 DQ2521
 DQ2521                          SUPERSEDED SURVEY CONTROL
 DQ2521
 DQ2521.No superseded survey control is available for this station.
 DQ2521
 DQ2521_MARKER: DD = SURVEY DISK
 DQ2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2521_STAMPING: 5Y36 2014
 DQ2521_MARK LOGO: WIDT
 DQ2521_PROJECTION: FLUSH
 DQ2521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2521+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2015
 DQ2521
 DQ2521  HISTORY     - Date     Condition        Report By
 DQ2521  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2521  HISTORY     - 20150827 GOOD             WIDT
 DQ2521
 DQ2521                          STATION DESCRIPTION
 DQ2521
 DQ2521'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2521'THE STATION IS 14 MI (22.5 KM) WEST OF ALGOMA, 5 MI (8.0 KM)
 DQ2521'SOUTH-SOUTHEAST OF DYCKESVILLE, AND 3 MI (4.8 KM) NORTH-NORTHWEST OF
 DQ2521'LUXEMBURG.
 DQ2521'
 DQ2521'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DQ2521'HIGHWAY K, ABOUT 5 MI (8.0 KM) NORTHWEST OF THE VILLAGE OF CASCO, GO
 DQ2521'WEST ON COUNTY HIGHWAY K FOR 1.0 MI (1.6 KM) TO RENDEZVOUS ROAD.  TURN
 DQ2521'LEFT AND GO SOUTH ON RENDEZVOUS ROAD FOR 0.5 MI (0.8 KM) TO NORTH
 DQ2521'ADAMS ROAD RIGHT AND THE STATION ON THE RIGHT.
 DQ2521'
 DQ2521'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2521'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2521'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2521'ROAD GRADE.  THE STATION IS 8.7 M (28.5 FT) NORTH OF THE CENTERLINE OF
 DQ2521'ADAMS ROAD, 17.3 M (56.8 FT) WEST OF THE CENTERLINE OF RENDEZVOUS
 DQ2521'ROAD, 55.9 M (183.4 FT) SOUTH OF A POWER POLE -2423 5E4-, 36.4 M
 DQ2521'(119.4 FT) NORTH OF A POWER POLE -2423 5R1-, 18.7 M (61.4 FT) NORTH OF
 DQ2521'A -STOP- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DQ2521'WHITE PLASTIC WITNESS POSTS.
 DQ2521'
 DQ2521'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2521'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2520 ***********************************************************************
 DQ2520  DESIGNATION -  5Y37
 DQ2520  PID         -  DQ2520
 DQ2520  STATE/COUNTY-  WI/KEWAUNEE
 DQ2520  COUNTRY     -  US
 DQ2520  USGS QUAD   -  LUXEMBURG (2018)
 DQ2520
 DQ2520                         *CURRENT SURVEY CONTROL
 DQ2520  ______________________________________________________________________
 DQ2520* NAD 83(2011) POSITION- 44 36 17.11364(N) 087 43 25.44915(W)   ADJUSTED
 DQ2520* NAD 83(2011) ELLIP HT-   189.269 (meters)        (04/14/17)   ADJUSTED
 DQ2520* NAD 83(2011) EPOCH   -  2010.00
 DQ2520* NAVD 88 ORTHO HEIGHT -   225.567 (meters)      740.05  (feet) ADJUSTED
 DQ2520  ______________________________________________________________________
 DQ2520  GEOID HEIGHT    -        -36.301 (meters)                     GEOID18
 DQ2520  NAD 83(2011) X  -    180,663.665 (meters)                     COMP
 DQ2520  NAD 83(2011) Y  - -4,545,087.232 (meters)                     COMP
 DQ2520  NAD 83(2011) Z  -  4,456,316.267 (meters)                     COMP
 DQ2520  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 DQ2520  DYNAMIC HEIGHT  -        225.541 (meters)      739.96  (feet) COMP
 DQ2520  MODELED GRAVITY -    980,495.8   (mgal)                       NAVD 88
 DQ2520
 DQ2520  VERT ORDER      -  SECOND    CLASS I
 DQ2520
 DQ2520  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2520  Standards:
 DQ2520         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2520            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2520  -------------------------------------------------------------------
 DQ2520  NETWORK    0.52   0.47           0.23   0.19   0.24      0.13684783
 DQ2520  -------------------------------------------------------------------
 DQ2520  Click here for local accuracies and other accuracy information.
 DQ2520
 DQ2520.The horizontal coordinates were established by GPS observations
 DQ2520.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2520
 DQ2520.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2520.been affixed to the stable North American tectonic plate. See 
 DQ2520.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2520
 DQ2520.The horizontal coordinates are valid at the epoch date displayed above
 DQ2520.which is a decimal equivalence of Year/Month/Day.
 DQ2520
 DQ2520.The orthometric height was determined by differential leveling and
 DQ2520.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2520.in February 2017.
 DQ2520
 DQ2520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2520.GEOID18 height accuracy estimate available here.
 DQ2520
 DQ2520.Click photographs - Photos may exist for this station.
 DQ2520
 DQ2520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2520
 DQ2520.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2520
 DQ2520.The ellipsoidal height was determined by GPS observations
 DQ2520.and is referenced to NAD 83.
 DQ2520
 DQ2520.The dynamic height is computed by dividing the NAVD 88
 DQ2520.geopotential number by the normal gravity value computed on the
 DQ2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2520.degrees latitude (g = 980.6199 gals.).
 DQ2520
 DQ2520.The modeled gravity was interpolated from observed gravity values.
 DQ2520
 DQ2520. The following values were computed from the NAD 83(2011) position.
 DQ2520
 DQ2520;                    North         East     Units Scale Factor Converg.
 DQ2520;SPC WI C     -    88,251.136   780,673.484   MT  0.99995187   +1 36 21.9
 DQ2520;SPC WI C     -   289,537.27  2,561,259.59   sFT  0.99995187   +1 36 21.9
 DQ2520;UTM  16      - 4,939,299.802   442,567.718   MT  0.99964056   -0 30 29.6
 DQ2520
 DQ2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2520!SPC WI C     -   0.99997032  x   0.99995187  =   0.99992220
 DQ2520!UTM  16      -   0.99997032  x   0.99964056  =   0.99961090
 DQ2520
 DQ2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4256739299(NAD 83)
 DQ2520
 DQ2520                          SUPERSEDED SURVEY CONTROL
 DQ2520
 DQ2520.No superseded survey control is available for this station.
 DQ2520
 DQ2520_MARKER: DD = SURVEY DISK
 DQ2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2520_STAMPING: 5Y37 2014
 DQ2520_MARK LOGO: WIDT
 DQ2520_PROJECTION: FLUSH
 DQ2520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2520+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 DQ2520
 DQ2520  HISTORY     - Date     Condition        Report By
 DQ2520  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2520  HISTORY     - 20150831 GOOD             WIDT
 DQ2520
 DQ2520                          STATION DESCRIPTION
 DQ2520
 DQ2520'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2520'THE STATION IS 14 MI (22.5 KM) WEST OF ALGOMA, 6 MI (9.7 KM) NORTHWEST
 DQ2520'OF CASCO, AND 4 MI (6.4 KM) NORTH OF LUXEMBURG.
 DQ2520'
 DQ2520'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S WITH COUNTY
 DQ2520'HIGHWAY H ABOUT 1 MI (1.6 KM) SOUTHEAST OF THE COMMUNITY OF
 DQ2520'DYCKESVILLE, GO SOUTHEAST ON COUNTY HIGHWAY S FOR 1.4 MI (2.3 KM) TO
 DQ2520'COUNTY HIGHWAY SS ON THE RIGHT.  TURN LEFT AND GO EAST ON COUNTY
 DQ2520'HIGHWAY S FOR 0.05 MI (0.1 KM) TO RENDEZVOUS ROAD ON THE RIGHT.  TURN
 DQ2520'RIGHT AND GO SOUTH ON RENDEZVOUS ROAD FOR 0.5 MI (0.8 KM) TO BILL'S
 DQ2520'ROAD ON THE LEFT, CONTINUE SOUTH ON RENDEZVOUS ROAD FOR 0.35 MI (0.6
 DQ2520'KM) TO THE STATION ON THE RIGHT.
 DQ2520'
 DQ2520'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2520'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2520'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2520'ROAD GRADE.  THE STATION IS 7.5 M (24.6 FT) WEST OF THE CENTERLINE OF
 DQ2520'RENDEZVOUS ROAD, 0.15 MI (0.2 KM) NORTH OF THIRY DAEMS ROAD, 7 M (23.0
 DQ2520'FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, AND LOCATED IN THE CENTER
 DQ2520'OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ2520'
 DQ2520'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2520'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2519 ***********************************************************************
 DQ2519  DESIGNATION -  5Y38
 DQ2519  PID         -  DQ2519
 DQ2519  STATE/COUNTY-  WI/KEWAUNEE
 DQ2519  COUNTRY     -  US
 DQ2519  USGS QUAD   -  NAMUR (2018)
 DQ2519
 DQ2519                         *CURRENT SURVEY CONTROL
 DQ2519  ______________________________________________________________________
 DQ2519* NAD 83(1986) POSITION- 44 37 31.3    (N) 087 44 01.6    (W)   HD_HELD2
 DQ2519* NAVD 88 ORTHO HEIGHT -   230.593 (meters)      756.54  (feet) ADJUSTED
 DQ2519  ______________________________________________________________________
 DQ2519  GEOID HEIGHT    -        -36.321 (meters)                     GEOID18
 DQ2519  DYNAMIC HEIGHT  -        230.567 (meters)      756.45  (feet) COMP
 DQ2519  MODELED GRAVITY -    980,500.3   (mgal)                       NAVD 88
 DQ2519
 DQ2519  VERT ORDER      -  SECOND    CLASS I
 DQ2519
 DQ2519.The horizontal coordinates were established by autonomous hand held GPS
 DQ2519.observations and have an estimated accuracy of +/- 10 meters.
 DQ2519
 DQ2519.The orthometric height was determined by differential leveling and
 DQ2519.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2519.in February 2017.
 DQ2519
 DQ2519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2519.GEOID18 height accuracy estimate available here.
 DQ2519
 DQ2519.Click photographs - Photos may exist for this station.
 DQ2519
 DQ2519.The dynamic height is computed by dividing the NAVD 88
 DQ2519.geopotential number by the normal gravity value computed on the
 DQ2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2519.degrees latitude (g = 980.6199 gals.).
 DQ2519
 DQ2519.The modeled gravity was interpolated from observed gravity values.
 DQ2519
 DQ2519;                    North         East    Units  Estimated Accuracy
 DQ2519;SPC WI C     -    90,518.      779,813.      MT  (+/- 10 meters HH2 GPS)
 DQ2519
 DQ2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4179141595(NAD 83)
 DQ2519
 DQ2519                          SUPERSEDED SURVEY CONTROL
 DQ2519
 DQ2519.No superseded survey control is available for this station.
 DQ2519
 DQ2519_MARKER: DD = SURVEY DISK
 DQ2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2519_STAMPING: 5Y38 2014
 DQ2519_MARK LOGO: WIDT
 DQ2519_PROJECTION: FLUSH
 DQ2519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2519+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 DQ2519
 DQ2519  HISTORY     - Date     Condition        Report By
 DQ2519  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2519  HISTORY     - 20150831 GOOD             WIDT
 DQ2519
 DQ2519                          STATION DESCRIPTION
 DQ2519
 DQ2519'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2519'THE STATION IS 15 MI (24.1 KM) WEST OF ALGOMA, 7 MI (11.3 KM)
 DQ2519'NORTHWEST OF CASCO AND 6 MI (9.7 KM) NORTH OF LUXEMBURG.
 DQ2519'
 DQ2519'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S WITH COUNTY
 DQ2519'HIGHWAY H, ABOUT 1 MI (1.6 KM) SOUTHEAST OF THE COMMUNITY OF
 DQ2519'DYCKESVILLE, GO SOUTHEAST ON COUNTY HIGHWAY S FOR 0.6 MI (1.0 KM) TO
 DQ2519'TONET ROAD AND THE STATION ON THE LEFT.
 DQ2519'
 DQ2519'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2519'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2519'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2519'ROAD GRADE.  THE STATION IS 33.8 M (110.9 FT) NORTHEAST OF THE
 DQ2519'CENTERLINE OF COUNTY HIGHWAY S, 14.8 M (48.6 FT) WEST OF THE
 DQ2519'CENTERLINE OF TONET ROAD, 32.0 M (105.0 FT) EAST-SOUTHEAST OF A
 DQ2519'UTILITY JUNCTION BOX -4000 24-, 19.3 M (63.3 FT) EAST OF A YELLOW
 DQ2519'PLASTIC RIGHT-OF-WAY POST, 9.6 M (31.5 FT) SOUTH-SOUTHEAST OF A YELLOW
 DQ2519'PLASTIC RIGHT-OF-WAY POST AND LOCATED IN THE CENTER OF A TRIANGLE
 DQ2519'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2519'
 DQ2519'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2519'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2518 ***********************************************************************
 DQ2518  DESIGNATION -  5Y39
 DQ2518  PID         -  DQ2518
 DQ2518  STATE/COUNTY-  WI/KEWAUNEE
 DQ2518  COUNTRY     -  US
 DQ2518  USGS QUAD   -  DYCKESVILLE (2018)
 DQ2518
 DQ2518                         *CURRENT SURVEY CONTROL
 DQ2518  ______________________________________________________________________
 DQ2518* NAD 83(1986) POSITION- 44 38 13.3    (N) 087 45 07.4    (W)   HD_HELD2
 DQ2518* NAVD 88 ORTHO HEIGHT -   204.453 (meters)      670.78  (feet) ADJUSTED
 DQ2518  ______________________________________________________________________
 DQ2518  GEOID HEIGHT    -        -36.337 (meters)                     GEOID18
 DQ2518  DYNAMIC HEIGHT  -        204.431 (meters)      670.70  (feet) COMP
 DQ2518  MODELED GRAVITY -    980,504.2   (mgal)                       NAVD 88
 DQ2518
 DQ2518  VERT ORDER      -  SECOND    CLASS I
 DQ2518
 DQ2518.The horizontal coordinates were established by autonomous hand held GPS
 DQ2518.observations and have an estimated accuracy of +/- 10 meters.
 DQ2518
 DQ2518.The orthometric height was determined by differential leveling and
 DQ2518.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2518.in February 2017.
 DQ2518
 DQ2518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2518.GEOID18 height accuracy estimate available here.
 DQ2518
 DQ2518.Click photographs - Photos may exist for this station.
 DQ2518
 DQ2518.The dynamic height is computed by dividing the NAVD 88
 DQ2518.geopotential number by the normal gravity value computed on the
 DQ2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2518.degrees latitude (g = 980.6199 gals.).
 DQ2518
 DQ2518.The modeled gravity was interpolated from observed gravity values.
 DQ2518
 DQ2518;                    North         East    Units  Estimated Accuracy
 DQ2518;SPC WI C     -    91,773.      778,327.      MT  (+/- 10 meters HH2 GPS)
 DQ2518
 DQ2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4035342905(NAD 83)
 DQ2518
 DQ2518                          SUPERSEDED SURVEY CONTROL
 DQ2518
 DQ2518.No superseded survey control is available for this station.
 DQ2518
 DQ2518_MARKER: DD = SURVEY DISK
 DQ2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2518_STAMPING: 5Y39 2014
 DQ2518_MARK LOGO: WIDT
 DQ2518_PROJECTION: FLUSH
 DQ2518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2518+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 DQ2518
 DQ2518  HISTORY     - Date     Condition        Report By
 DQ2518  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2518  HISTORY     - 20150831 GOOD             WIDT
 DQ2518
 DQ2518                          STATION DESCRIPTION
 DQ2518
 DQ2518'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2518'THE STATION IS 16 MI (25.7 KM) WEST OF ALGOMA, 8 MI (12.9 KM)
 DQ2518'NORTHWEST OF CASCO, AND 7 MI (11.3 KM) NORTH OF LUXEMBURG.
 DQ2518'
 DQ2518'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S WITH COUNTY
 DQ2518'HIGHWAY H, ABOUT 1 MI (1.6 KM) SOUTHEAST OF THE COMMUNITY OF
 DQ2518'DYCKESVILLE, GO NORTHWEST ON COUNTY HIGHWAY S FOR 0.4 MI (0.6 KM) TO
 DQ2518'BAY VIEW ROAD ON THE RIGHT, CONTINUE NORTHWEST ON COUNTY HIGHWAY S FOR
 DQ2518'0.05 MI (0.1 KM) TO A FIELD ENTRANCE ON THE LEFT AND THE STATION ON
 DQ2518'THE LEFT.
 DQ2518'
 DQ2518'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2518'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2518'INCHES) DIAMETER CONCRETE POST, ABOUT 0.7 M (2.3 FT) LOWER THAN THE
 DQ2518'ROAD GRADE.  THE STATION IS 18.3 M (60.0 FT) SOUTHWEST OF THE
 DQ2518'CENTERLINE OF COUNTY HIGHWAY S, 12.6 M (41.3 FT) NORTH OF A YELLOW
 DQ2518'PLASTIC RIGHT-OF-WAY POST, 5.5 M (18.0 FT) SOUTHEAST OF THE CENTER OF
 DQ2518'A FIELD ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ2518'THREE WHITE PLASTIC WITNESS POSTS.
 DQ2518'
 DQ2518'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2518'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2517 ***********************************************************************
 DQ2517  DESIGNATION -  5Y40
 DQ2517  PID         -  DQ2517
 DQ2517  STATE/COUNTY-  WI/BROWN
 DQ2517  COUNTRY     -  US
 DQ2517  USGS QUAD   -  DYCKESVILLE (2018)
 DQ2517
 DQ2517                         *CURRENT SURVEY CONTROL
 DQ2517  ______________________________________________________________________
 DQ2517* NAD 83(1986) POSITION- 44 38 11.03   (N) 087 46 30.32   (W)   HD_HELD1
 DQ2517* NAVD 88 ORTHO HEIGHT -   191.216 (meters)      627.35  (feet) ADJUSTED
 DQ2517  ______________________________________________________________________
 DQ2517  GEOID HEIGHT    -        -36.336 (meters)                     GEOID18
 DQ2517  DYNAMIC HEIGHT  -        191.195 (meters)      627.28  (feet) COMP
 DQ2517  MODELED GRAVITY -    980,504.6   (mgal)                       NAVD 88
 DQ2517
 DQ2517  VERT ORDER      -  SECOND    CLASS I
 DQ2517
 DQ2517.The horizontal coordinates were determined by differentially corrected
 DQ2517.hand held GPS observations or other comparable positioning techniques
 DQ2517.and have an estimated accuracy of +/- 3 meters.
 DQ2517
 DQ2517.The orthometric height was determined by differential leveling and
 DQ2517.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2517.in February 2017.
 DQ2517
 DQ2517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2517.GEOID18 height accuracy estimate available here.
 DQ2517
 DQ2517.Click photographs - Photos may exist for this station.
 DQ2517
 DQ2517.The dynamic height is computed by dividing the NAVD 88
 DQ2517.geopotential number by the normal gravity value computed on the
 DQ2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2517.degrees latitude (g = 980.6199 gals.).
 DQ2517
 DQ2517.The modeled gravity was interpolated from observed gravity values.
 DQ2517
 DQ2517;                    North         East    Units  Estimated Accuracy
 DQ2517;SPC WI C     -    91,653.0     776,502.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2517
 DQ2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3852542852(NAD 83)
 DQ2517
 DQ2517                          SUPERSEDED SURVEY CONTROL
 DQ2517
 DQ2517.No superseded survey control is available for this station.
 DQ2517
 DQ2517_MARKER: DD = SURVEY DISK
 DQ2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2517_STAMPING: 5Y40 2014
 DQ2517_MARK LOGO: WIDT
 DQ2517_PROJECTION: FLUSH
 DQ2517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2517+STABILITY: SURFACE MOTION
 DQ2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2517+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2025
 DQ2517
 DQ2517  HISTORY     - Date     Condition        Report By
 DQ2517  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2517  HISTORY     - 20150901 GOOD             WIDT
 DQ2517  HISTORY     - 20251018 GOOD             USPSQD
 DQ2517
 DQ2517                          STATION DESCRIPTION
 DQ2517
 DQ2517'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2517'THE STATION IS 17 MI (27.4 KM) WEST OF ALGOMA, 13 MI (20.9 KM) EAST OF
 DQ2517'SUAMICO AND 7 MI (11.3 KM) NORTH-NORTHWEST OF LUXEMBURG.
 DQ2517'
 DQ2517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DQ2517'HIGHWAY P, JUST SOUTHWEST OF THE COMMUNITY OF DYCKESVILLE, GO NORTH ON
 DQ2517'COUNTY HIGHWAY P FOR 0.1 MI (0.2 KM) TO ROCK FALLS ROAD ON THE LEFT, A
 DQ2517'PARK AND RIDE LOT ON THE LEFT AND THE STATION ON THE LEFT.
 DQ2517'
 DQ2517'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2517'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2517'INCHES) DIAMETER CONCRETE POST, ABOUT 0.4 M (1.3 FT) LOWER THAN THE
 DQ2517'ROAD GRADE.  THE STATION IS 25.0 M (82.0 FT) WEST OF THE CENTERLINE OF
 DQ2517'COUNTY HIGHWAY P, 44.4 M (145.7 FT) NORTH OF THE CENTERLINE OF ROCK
 DQ2517'FALLS ROAD, 39.8 M (130.6 FT) EAST-NORTHEAST OF A PARKING LOT LIGHT
 DQ2517'POLE, 39.2 M (128.6 FT) SOUTH OF THE NORTHEAST END OF A GUARDRAIL
 DQ2517'ALONG THE NORTH SIDE OF A PARK AND RIDE LOT, 20.0 M (65.6 FT)
 DQ2517'SOUTHWEST OF A HIGHWAY ROUTE SIGN -JCT 57/JCT CTH P/END CTH DK-, 4.3 M
 DQ2517'(14.1 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF AN ASPHALT PARKING AREA
 DQ2517'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ2517'WITNESS POSTS.
 DQ2517'
 DQ2517'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2517'DEGREES ABOVE THE HORIZON.
 DQ2517
 DQ2517                          STATION RECOVERY (2025)
 DQ2517
 DQ2517'RECOVERY NOTE BY US POWER SQUADRON 2025 (OJB)
 DQ2517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2485 ***********************************************************************
 DL2485  DESIGNATION -  5Z01
 DL2485  PID         -  DL2485
 DL2485  STATE/COUNTY-  WI/KEWAUNEE
 DL2485  COUNTRY     -  US
 DL2485  USGS QUAD   -  KEWAUNEE (2018)
 DL2485
 DL2485                         *CURRENT SURVEY CONTROL
 DL2485  ______________________________________________________________________
 DL2485* NAD 83(2011) POSITION- 44 29 39.79552(N) 087 30 05.57505(W)   ADJUSTED
 DL2485* NAD 83(2011) ELLIP HT-   176.384 (meters)        (04/14/17)   ADJUSTED
 DL2485* NAD 83(2011) EPOCH   -  2010.00
 DL2485* NAVD 88 ORTHO HEIGHT -   212.736 (meters)      697.95  (feet) ADJUSTED
 DL2485  ______________________________________________________________________
 DL2485  GEOID HEIGHT    -        -36.352 (meters)                     GEOID18
 DL2485  NAD 83(2011) X  -    198,662.317 (meters)                     COMP
 DL2485  NAD 83(2011) Y  - -4,552,939.023 (meters)                     COMP
 DL2485  NAD 83(2011) Z  -  4,447,566.962 (meters)                     COMP
 DL2485  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 DL2485  DYNAMIC HEIGHT  -        212.712 (meters)      697.87  (feet) COMP
 DL2485  MODELED GRAVITY -    980,497.1   (mgal)                       NAVD 88
 DL2485
 DL2485  VERT ORDER      -  SECOND    CLASS I
 DL2485
 DL2485  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2485  Standards:
 DL2485         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2485            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2485  -------------------------------------------------------------------
 DL2485  NETWORK    0.70   1.06           0.31   0.26   0.54      0.09608374
 DL2485  -------------------------------------------------------------------
 DL2485  Click here for local accuracies and other accuracy information.
 DL2485
 DL2485.The horizontal coordinates were established by GPS observations
 DL2485.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2485
 DL2485.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2485.been affixed to the stable North American tectonic plate. See 
 DL2485.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2485
 DL2485.The horizontal coordinates are valid at the epoch date displayed above
 DL2485.which is a decimal equivalence of Year/Month/Day.
 DL2485
 DL2485.The orthometric height was determined by differential leveling and
 DL2485.adjusted by the WI DEPT OF TRANSP
 DL2485.in May 2012.
 DL2485
 DL2485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2485.GEOID18 height accuracy estimate available here.
 DL2485
 DL2485.Click photographs - Photos may exist for this station.
 DL2485
 DL2485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2485
 DL2485.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2485
 DL2485.The ellipsoidal height was determined by GPS observations
 DL2485.and is referenced to NAD 83.
 DL2485
 DL2485.The dynamic height is computed by dividing the NAVD 88
 DL2485.geopotential number by the normal gravity value computed on the
 DL2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2485.degrees latitude (g = 980.6199 gals.).
 DL2485
 DL2485.The modeled gravity was interpolated from observed gravity values.
 DL2485
 DL2485. The following values were computed from the NAD 83(2011) position.
 DL2485
 DL2485;                    North         East     Units Scale Factor Converg.
 DL2485;SPC WI C     -    76,511.724   798,681.057   MT  0.99996278   +1 45 46.3
 DL2485;SPC WI C     -   251,022.21  2,620,339.43   sFT  0.99996278   +1 45 46.3
 DL2485;UTM  16      - 4,926,908.092   460,124.178   MT  0.99961955   -0 21 05.4
 DL2485
 DL2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2485!SPC WI C     -   0.99997234  x   0.99996278  =   0.99993513
 DL2485!UTM  16      -   0.99997234  x   0.99961955  =   0.99959190
 DL2485
 DL2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6012426908(NAD 83)
 DL2485
 DL2485                          SUPERSEDED SURVEY CONTROL
 DL2485
 DL2485.No superseded survey control is available for this station.
 DL2485
 DL2485_MARKER: DD = SURVEY DISK
 DL2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2485_STAMPING: 5Z01 2007
 DL2485_MARK LOGO: WIDT
 DL2485_PROJECTION: FLUSH
 DL2485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2485+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2019
 DL2485
 DL2485  HISTORY     - Date     Condition        Report By
 DL2485  HISTORY     - 2008     MONUMENTED       WIDT
 DL2485  HISTORY     - 20081001 GOOD             WIDT
 DL2485  HISTORY     - 20150420 GOOD             WIDT
 DL2485  HISTORY     - 20190724 GOOD             WIDT
 DL2485
 DL2485                          STATION DESCRIPTION
 DL2485
 DL2485'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2485'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 (ELLIS
 DL2485'STREET) WITH STATE HIGHWAY 42 (MILWAUKEE STREET) IN THE CITY OF
 DL2485'KEWAUNEE, GO NORTH ON STATE HIGHWAY 42 (MILWAUKEE STREET) FOR 2.0 MI
 DL2485'(3.2 KM) TO COUNTY HIGHWAY FF LEFT, CONTINUE NORTH ON STATE HIGHWAY 42
 DL2485'FOR 0.48 MILE TO THE STATION ON THE LEFT.
 DL2485'
 DL2485'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2485'GEODETIC SURVEY CONTROL STATION DISK --5Z01 2007-- SET IN THE TOP OF A
 DL2485'40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH
 DL2485'THE GROUND, AND APPROXIMATELY 1.5 M (4.9 FT) BELOW THE HIGHWAY
 DL2485'PAVEMENT.
 DL2485'
 DL2485'THE STATION IS 13.3 M (43.6 FT) WEST OF THE CENTERLINE OF STATE
 DL2485'HIGHWAY 42, 0.49 MILE SOUTH OF FIRST ROAD, 63.5 M (208.3 FT) NORTH OF
 DL2485'THE NORTH END OF A METAL GUARD RAIL, 43.7 M (143.4 FT) NORTH OF THE
 DL2485'CENTERLINE OF PRIVATE ENTRANCE --N4679--, 36.5 M (119.8 FT) SOUTH OF A
 DL2485'METAL RIGHT-OF-WAY POST, 1 M (3.3 FT) EAST OF A CULTIVATED FIELD, AND
 DL2485'1.0 M (3.3 FT) NORTH AND 1.0 M (3.3 FT) SOUTH OF TWO WHITE PLASTIC
 DL2485'WITNESS POSTS.
 DL2485'
 DL2485'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2485'15 DEGREES ABOVE THE HORIZON.
 DL2485
 DL2485                          STATION RECOVERY (2015)
 DL2485
 DL2485'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2485'RECOVERED AS DESCRIBED.
 DL2485
 DL2485                          STATION RECOVERY (2019)
 DL2485
 DL2485'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2485'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2486 ***********************************************************************
 DL2486  DESIGNATION -  5Z02
 DL2486  PID         -  DL2486
 DL2486  STATE/COUNTY-  WI/KEWAUNEE
 DL2486  COUNTRY     -  US
 DL2486  USGS QUAD   -  CASCO (2018)
 DL2486
 DL2486                         *CURRENT SURVEY CONTROL
 DL2486  ______________________________________________________________________
 DL2486* NAD 83(1986) POSITION- 44 31 06.39   (N) 087 30 04.63   (W)   HD_HELD1
 DL2486* NAVD 88 ORTHO HEIGHT -   212.912 (meters)      698.53  (feet) ADJUSTED
 DL2486  ______________________________________________________________________
 DL2486  GEOID HEIGHT    -        -36.370 (meters)                     GEOID18
 DL2486  DYNAMIC HEIGHT  -        212.887 (meters)      698.45  (feet) COMP
 DL2486  MODELED GRAVITY -    980,495.5   (mgal)                       NAVD 88
 DL2486
 DL2486  VERT ORDER      -  SECOND    CLASS I
 DL2486
 DL2486.The horizontal coordinates were determined by differentially corrected
 DL2486.hand held GPS observations or other comparable positioning techniques
 DL2486.and have an estimated accuracy of +/- 3 meters.
 DL2486
 DL2486.The orthometric height was determined by differential leveling and
 DL2486.adjusted by the WI DEPT OF TRANSP
 DL2486.in May 2012.
 DL2486
 DL2486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2486.GEOID18 height accuracy estimate available here.
 DL2486
 DL2486.Click photographs - Photos may exist for this station.
 DL2486
 DL2486.The dynamic height is computed by dividing the NAVD 88
 DL2486.geopotential number by the normal gravity value computed on the
 DL2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2486.degrees latitude (g = 980.6199 gals.).
 DL2486
 DL2486.The modeled gravity was interpolated from observed gravity values.
 DL2486
 DL2486;                    North         East    Units  Estimated Accuracy
 DL2486;SPC WI C     -    79,183.9     798,619.7     MT  (+/- 3 meters HH1 GPS) 
 DL2486
 DL2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6016129579(NAD 83)
 DL2486
 DL2486                          SUPERSEDED SURVEY CONTROL
 DL2486
 DL2486.No superseded survey control is available for this station.
 DL2486
 DL2486_MARKER: DD = SURVEY DISK
 DL2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2486_STAMPING: 5Z02 2007
 DL2486_MARK LOGO: WIDT
 DL2486_PROJECTION: FLUSH
 DL2486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2486+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2019
 DL2486
 DL2486  HISTORY     - Date     Condition        Report By
 DL2486  HISTORY     - 2008     MONUMENTED       WIDT
 DL2486  HISTORY     - 20081001 GOOD             WIDT
 DL2486  HISTORY     - 20190724 GOOD             WIDT
 DL2486
 DL2486                          STATION DESCRIPTION
 DL2486
 DL2486'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2486'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2486'HIGHWAY D IN THE COMMUNITY OF ALASKA AND APPROXIMATELY 5 MI (8.0 KM)
 DL2486'NORTH OF THE CITY OF KEWAUNEE, GO SOUTH ON STATE HIGHWAY 42 FOR 0.9
 DL2486'MILE TO FOURTH ROAD, CONTINUE SOUTH ON STATE HIGHWAY 42 FOR 0.60 MILE
 DL2486'TO THE STATION ON THE RIGHT.
 DL2486'
 DL2486'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2486'GEODETIC SURVEY CONTROL STATION DISK --5Z02 2007-- SET IN THE TOP OF A
 DL2486'40-CM (16 INCH) DIAMETER CONCRETE POST 2.6 M (8.5 FT) DEEP, FLUSH WITH
 DL2486'THE GROUND, AND APPROXIMATELY 1.5 M (4.9 FT) BELOW THE HIGHWAY
 DL2486'PAVEMENT.
 DL2486'
 DL2486'THE STATION IS 12.7 M (41.7 FT) WEST OF THE CENTERLINE OF STATE
 DL2486'HIGHWAY 42, 0.10 MILE NORTH OF SECOND ROAD, 69 M (226.4 FT) NORTH OF A
 DL2486'--DEER CROSSING NEXT 1 MILES-- WOOD SIGN POST, 51.0 M (167.3 FT)
 DL2486'SOUTHWEST OF POWER POLE --2425 29L9--, 8.1 M (26.6 FT) NORTH-NORTHEAST
 DL2486'OF THE TOP CENTER OF TELEPHONE PEDESTAL --L950 3--, 3 M (9.8 FT) EAST
 DL2486'OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT)
 DL2486'SOUTHEAST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2486'POSTS.   NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2486'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2486
 DL2486                          STATION RECOVERY (2019)
 DL2486
 DL2486'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2486'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2487 ***********************************************************************
 DL2487  DESIGNATION -  5Z03
 DL2487  PID         -  DL2487
 DL2487  STATE/COUNTY-  WI/KEWAUNEE
 DL2487  COUNTRY     -  US
 DL2487  USGS QUAD   -  ALGOMA (2018)
 DL2487
 DL2487                         *CURRENT SURVEY CONTROL
 DL2487  ______________________________________________________________________
 DL2487* NAD 83(2011) POSITION- 44 32 44.25331(N) 087 29 25.93227(W)   ADJUSTED
 DL2487* NAD 83(2011) ELLIP HT-   173.200 (meters)        (04/14/17)   ADJUSTED
 DL2487* NAD 83(2011) EPOCH   -  2010.00
 DL2487* NAVD 88 ORTHO HEIGHT -   209.602 (meters)      687.67  (feet) ADJUSTED
 DL2487  ______________________________________________________________________
 DL2487  GEOID HEIGHT    -        -36.400 (meters)                     GEOID18
 DL2487  NAD 83(2011) X  -    199,362.459 (meters)                     COMP
 DL2487  NAD 83(2011) Y  - -4,548,910.009 (meters)                     COMP
 DL2487  NAD 83(2011) Z  -  4,451,624.496 (meters)                     COMP
 DL2487  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 DL2487  DYNAMIC HEIGHT  -        209.577 (meters)      687.59  (feet) COMP
 DL2487  MODELED GRAVITY -    980,496.5   (mgal)                       NAVD 88
 DL2487
 DL2487  VERT ORDER      -  SECOND    CLASS I
 DL2487
 DL2487  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2487  Standards:
 DL2487         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2487            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2487  -------------------------------------------------------------------
 DL2487  NETWORK    0.98   1.69           0.42   0.38   0.86      0.01869054
 DL2487  -------------------------------------------------------------------
 DL2487  Click here for local accuracies and other accuracy information.
 DL2487
 DL2487.The horizontal coordinates were established by GPS observations
 DL2487.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2487
 DL2487.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2487.been affixed to the stable North American tectonic plate. See 
 DL2487.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2487
 DL2487.The horizontal coordinates are valid at the epoch date displayed above
 DL2487.which is a decimal equivalence of Year/Month/Day.
 DL2487
 DL2487.The orthometric height was determined by differential leveling and
 DL2487.adjusted by the WI DEPT OF TRANSP
 DL2487.in May 2012.
 DL2487
 DL2487.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2487.GEOID18 height accuracy estimate available here.
 DL2487
 DL2487.Click photographs - Photos may exist for this station.
 DL2487
 DL2487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2487
 DL2487.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2487
 DL2487.The ellipsoidal height was determined by GPS observations
 DL2487.and is referenced to NAD 83.
 DL2487
 DL2487.The dynamic height is computed by dividing the NAVD 88
 DL2487.geopotential number by the normal gravity value computed on the
 DL2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2487.degrees latitude (g = 980.6199 gals.).
 DL2487
 DL2487.The modeled gravity was interpolated from observed gravity values.
 DL2487
 DL2487. The following values were computed from the NAD 83(2011) position.
 DL2487
 DL2487;                    North         East     Units Scale Factor Converg.
 DL2487;SPC WI C     -    82,229.499   799,380.543   MT  0.99995725   +1 46 14.2
 DL2487;SPC WI C     -   269,781.28  2,622,634.33   sFT  0.99995725   +1 46 14.2
 DL2487;UTM  16      - 4,932,594.226   461,033.849   MT  0.99961867   -0 20 38.8
 DL2487
 DL2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2487!SPC WI C     -   0.99997284  x   0.99995725  =   0.99993009
 DL2487!UTM  16      -   0.99997284  x   0.99961867  =   0.99959152
 DL2487
 DL2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6103332594(NAD 83)
 DL2487
 DL2487                          SUPERSEDED SURVEY CONTROL
 DL2487
 DL2487.No superseded survey control is available for this station.
 DL2487
 DL2487_MARKER: DD = SURVEY DISK
 DL2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2487_STAMPING: 5Z03 2007
 DL2487_MARK LOGO: WIDT
 DL2487_PROJECTION: FLUSH
 DL2487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2487+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2019
 DL2487
 DL2487  HISTORY     - Date     Condition        Report By
 DL2487  HISTORY     - 2008     MONUMENTED       WIDT
 DL2487  HISTORY     - 20081001 GOOD             WIDT
 DL2487  HISTORY     - 20150420 GOOD             WIDT
 DL2487  HISTORY     - 20190725 GOOD             WIDT
 DL2487
 DL2487                          STATION DESCRIPTION
 DL2487
 DL2487'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2487'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2487'HIGHWAY D IN THE COMMUNITY OF ALASKA AND APPROXIMATELY 5 MI (8.0 KM)
 DL2487'NORTH OF THE CITY OF KEWAUNEE, GO NORTHEAST ON STATE HIGHWAY 42 FOR
 DL2487'0.6 MILE TO ALASKA LAKE ROAD LEFT AND THE STATION IN THE NORTHEAST
 DL2487'QUADRANT ON THE LEFT.
 DL2487'
 DL2487'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2487'GEODETIC SURVEY CONTROL STATION DISK --5Z03 2007-- SET IN THE TOP OF A
 DL2487'40-CM (16 INCH) DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH
 DL2487'THE GROUND, AND APPROXIMATELY 1.5 M (4.9 FT) BELOW THE HIGHWAY
 DL2487'PAVEMENT.
 DL2487'
 DL2487'THE STATION IS 16.7 M (54.8 FT) NORTH OF THE CENTERLINE OF STATE
 DL2487'HIGHWAY 42, 22.2 M (72.8 FT) EAST OF THE CENTERLINE OF ALASKA LAKE
 DL2487'ROAD, 22.3 M (73.2 FT) WEST-NORTHWEST OF A --PEDESTRIAN CROSSING NEXT
 DL2487'1 MILES-- WOOD SIGN POST, 2.5 M (8.2 FT) EAST OF A METAL RIGHT-OF-WAY
 DL2487'POST, 1 M (3.3 FT) SOUTH OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT)
 DL2487'EAST AND 1.0 M (3.3 FT) WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DL2487'
 DL2487'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2487'15 DEGREES ABOVE THE HORIZON.
 DL2487
 DL2487                          STATION RECOVERY (2015)
 DL2487
 DL2487'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2487'RECOVERED AS DESCRIBED.
 DL2487
 DL2487                          STATION RECOVERY (2019)
 DL2487
 DL2487'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2487'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2488 ***********************************************************************
 DL2488  DESIGNATION -  5Z04
 DL2488  PID         -  DL2488
 DL2488  STATE/COUNTY-  WI/KEWAUNEE
 DL2488  COUNTRY     -  US
 DL2488  USGS QUAD   -  ALGOMA (2018)
 DL2488
 DL2488                         *CURRENT SURVEY CONTROL
 DL2488  ______________________________________________________________________
 DL2488* NAD 83(1986) POSITION- 44 33 36.82   (N) 087 27 48.09   (W)   HD_HELD1
 DL2488* NAVD 88 ORTHO HEIGHT -   185.504 (meters)      608.61  (feet) ADJUSTED
 DL2488  ______________________________________________________________________
 DL2488  GEOID HEIGHT    -        -36.439 (meters)                     GEOID18
 DL2488  DYNAMIC HEIGHT  -        185.482 (meters)      608.54  (feet) COMP
 DL2488  MODELED GRAVITY -    980,498.2   (mgal)                       NAVD 88
 DL2488
 DL2488  VERT ORDER      -  SECOND    CLASS I
 DL2488
 DL2488.The horizontal coordinates were determined by differentially corrected
 DL2488.hand held GPS observations or other comparable positioning techniques
 DL2488.and have an estimated accuracy of +/- 3 meters.
 DL2488
 DL2488.The orthometric height was determined by differential leveling and
 DL2488.adjusted by the WI DEPT OF TRANSP
 DL2488.in May 2012.
 DL2488
 DL2488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2488.GEOID18 height accuracy estimate available here.
 DL2488
 DL2488.Click photographs - Photos may exist for this station.
 DL2488
 DL2488.The dynamic height is computed by dividing the NAVD 88
 DL2488.geopotential number by the normal gravity value computed on the
 DL2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2488.degrees latitude (g = 980.6199 gals.).
 DL2488
 DL2488.The modeled gravity was interpolated from observed gravity values.
 DL2488
 DL2488;                    North         East    Units  Estimated Accuracy
 DL2488;SPC WI C     -    83,918.3     801,488.5     MT  (+/- 3 meters HH1 GPS) 
 DL2488
 DL2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6320134203(NAD 83)
 DL2488
 DL2488                          SUPERSEDED SURVEY CONTROL
 DL2488
 DL2488.No superseded survey control is available for this station.
 DL2488
 DL2488_MARKER: DD = SURVEY DISK
 DL2488_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL2488_SP_SET: CULVERT WINGWALL
 DL2488_STAMPING: 5Z04 2007
 DL2488_MARK LOGO: WIDT
 DL2488_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2488+STABILITY: SURFACE MOTION
 DL2488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2488+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2019
 DL2488
 DL2488  HISTORY     - Date     Condition        Report By
 DL2488  HISTORY     - 2007     MONUMENTED       WIDT
 DL2488  HISTORY     - 20080930 GOOD             WIDT
 DL2488  HISTORY     - 20190725 GOOD             WIDT
 DL2488
 DL2488                          STATION DESCRIPTION
 DL2488
 DL2488'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2488'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (LAKE
 DL2488'STREET) WITH STATE HIGHWAY 54 (JEFFERSON STREET) IN THE CITY OF
 DL2488'ALGOMA, GO SOUTH ON STATE HIGHWAY 42 FOR 2.7 MI (4.3 KM) TO NINTH ROAD
 DL2488'RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 42 FOR 0.51 MILE TO A CULVERT
 DL2488'AND THE STATION ON THE RIGHT.
 DL2488'
 DL2488'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2488'GEODETIC SURVEY CONTROL STATION DISK --5Z04 2007-- SET IN A DRILL HOLE
 DL2488'IN THE TOP OF THE SOUTHEAST CULVERT WING WALL PROJECTING 40 CM (16
 DL2488'INCHES) ABOVE THE GROUND SURFACE, AND APPROXIMATELY 3 M (9.8 FT) BELOW
 DL2488'THE HIGHWAY PAVEMENT.
 DL2488'
 DL2488'THE STATION IS 22.0 M (72.2 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 DL2488'STATE HIGHWAY 42, APPROXIMATELY 58 M (190.3 FT) NORTH OF EIGHTH ROAD,
 DL2488'22.8 M (74.8 FT) NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DL2488'--N6516--, 9.8 M (32.2 FT) NORTHWEST OF POWER POLE --2425 9R10-- WITH
 DL2488'ONE TRANSFORMER, 45 CM (18 INCHES) NORTHEAST OF THE NORTHEAST EDGE OF
 DL2488'A PERPENDICULAR RETAINING WALL, 40 CM (16 INCHES) ABOVE GROUND LEVEL,
 DL2488'25 CM (10 INCHES) NORTHEAST OF NOS STATION --LSC 7 B 97-- (PID
 DL2488'PM0335), AND 0.3 M (1.0 FT) NORTHEAST OF AN ORANGE CARSONITE WITNESS
 DL2488'POST.
 DL2488'
 DL2488'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2488'15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE SOUTHEAST
 DL2488'EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
 DL2488
 DL2488                          STATION RECOVERY (2019)
 DL2488
 DL2488'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2488'RECOVERED IN GOOD CONDITION.
 DL2488'
 DL2488'NOTE-THE BRONZE SURVEY DISK IS 0.25 M (0.8 FT) NORTHEAST OF THE TOP OF
 DL2488'A BOLT, (NOS STATION -LSC 7 B 97-, PID PM0335) AND 0.25 M (0.8 FT)
 DL2488'NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2489 ***********************************************************************
 DL2489  DESIGNATION -  5Z05
 DL2489  PID         -  DL2489
 DL2489  STATE/COUNTY-  WI/KEWAUNEE
 DL2489  COUNTRY     -  US
 DL2489  USGS QUAD   -  ALGOMA (2018)
 DL2489
 DL2489                         *CURRENT SURVEY CONTROL
 DL2489  ______________________________________________________________________
 DL2489* NAD 83(1986) POSITION- 44 35 18.82   (N) 087 27 00.22   (W)   HD_HELD1
 DL2489* NAVD 88 ORTHO HEIGHT -   189.350 (meters)      621.23  (feet) ADJUSTED
 DL2489  ______________________________________________________________________
 DL2489  GEOID HEIGHT    -        -36.476 (meters)                     GEOID18
 DL2489  DYNAMIC HEIGHT  -        189.328 (meters)      621.15  (feet) COMP
 DL2489  MODELED GRAVITY -    980,498.6   (mgal)                       NAVD 88
 DL2489
 DL2489  VERT ORDER      -  SECOND    CLASS I
 DL2489
 DL2489.The horizontal coordinates were determined by differentially corrected
 DL2489.hand held GPS observations or other comparable positioning techniques
 DL2489.and have an estimated accuracy of +/- 3 meters.
 DL2489
 DL2489.The orthometric height was determined by differential leveling and
 DL2489.adjusted by the NATIONAL GEODETIC SURVEY
 DL2489.in October 2019.
 DL2489
 DL2489.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2489.GEOID18 height accuracy estimate available here.
 DL2489
 DL2489.Click photographs - Photos may exist for this station.
 DL2489
 DL2489.The dynamic height is computed by dividing the NAVD 88
 DL2489.geopotential number by the normal gravity value computed on the
 DL2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2489.degrees latitude (g = 980.6199 gals.).
 DL2489
 DL2489.The modeled gravity was interpolated from observed gravity values.
 DL2489
 DL2489;                    North         East    Units  Estimated Accuracy
 DL2489;SPC WI C     -    87,098.2     802,445.6     MT  (+/- 3 meters HH1 GPS) 
 DL2489
 DL2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6427537344(NAD 83)
 DL2489
 DL2489                          SUPERSEDED SURVEY CONTROL
 DL2489
 DL2489  NAVD 88 (05/08/12)  189.367  (m)          621.28   (f) SUPERSEDED  2 1
 DL2489
 DL2489.Superseded values are not recommended for survey control.
 DL2489
 DL2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2489.See file dsdata.pdf to determine how the superseded data were derived.
 DL2489
 DL2489_MARKER: DD = SURVEY DISK
 DL2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2489_STAMPING: 5Z05 2007
 DL2489_MARK LOGO: WIDT
 DL2489_PROJECTION: FLUSH
 DL2489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2489+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2019
 DL2489
 DL2489  HISTORY     - Date     Condition        Report By
 DL2489  HISTORY     - 2008     MONUMENTED       WIDT
 DL2489  HISTORY     - 20080929 GOOD             WIDT
 DL2489  HISTORY     - 20190729 GOOD             WIDT
 DL2489
 DL2489                          STATION DESCRIPTION
 DL2489
 DL2489'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2489'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 (JEFFERSON
 DL2489'STREET) WITH STATE HIGHWAY 42 (LAKE STREET) IN THE CITY OF ALGOMA, GO
 DL2489'SOUTH ON STATE HIGHWAY 42 (LAKE STREET) FOR 1.1 MI (1.8 KM) TO COUNTY
 DL2489'HIGHWAY K RIGHT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY K FOR 0.13
 DL2489'MILE TO THE STATION ON THE RIGHT.
 DL2489'
 DL2489'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2489'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5Z05 2007-- SET IN THE
 DL2489'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.6 M (8.5 FT) DEEP,
 DL2489'FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT) BELOW THE
 DL2489'HIGHWAY PAVEMENT.
 DL2489'
 DL2489'THE STATION IS 9.5 M (31.2 FT) NORTH OF THE CENTERLINE OF COUNTY
 DL2489'HIGHWAY K, 28.6 M (93.8 FT) WEST OF THE EXTENDED CENTERLINE OF THE
 DL2489'ENTRANCE TO THE --LAKESIDE COMMUNITY CHURCH-- AT --6295--, 25.0 M
 DL2489'(82.0 FT) NORTHEAST OF POWER POLE --116 60--, 21.7 M (71.2 FT) EAST OF
 DL2489'THE CENTERLINE OF A FIELD ENTRANCE, 0.9 M (3.0 FT) SOUTH OF A
 DL2489'CULTIVATED FIELD, AND 1.0 M (3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHEAST,
 DL2489'AND 1.0 M (3.3 FT) SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2489'
 DL2489'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2489'15 DEGREES ABOVE THE HORIZON.
 DL2489
 DL2489                          STATION RECOVERY (2019)
 DL2489
 DL2489'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2489'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2490 ***********************************************************************
 DL2490  DESIGNATION -  5Z06
 DL2490  PID         -  DL2490
 DL2490  STATE/COUNTY-  WI/KEWAUNEE
 DL2490  COUNTRY     -  US
 DL2490  USGS QUAD   -  FORESTVILLE (2018)
 DL2490
 DL2490                         *CURRENT SURVEY CONTROL
 DL2490  ______________________________________________________________________
 DL2490* NAD 83(1986) POSITION- 44 38 02.42   (N) 087 24 09.48   (W)   HD_HELD1
 DL2490* NAVD 88 ORTHO HEIGHT -   189.302 (meters)      621.07  (feet) ADJUSTED
 DL2490  ______________________________________________________________________
 DL2490  GEOID HEIGHT    -        -36.554 (meters)                     GEOID18
 DL2490  DYNAMIC HEIGHT  -        189.281 (meters)      621.00  (feet) COMP
 DL2490  MODELED GRAVITY -    980,501.2   (mgal)                       NAVD 88
 DL2490
 DL2490  VERT ORDER      -  SECOND    CLASS I
 DL2490
 DL2490.The horizontal coordinates were determined by differentially corrected
 DL2490.hand held GPS observations or other comparable positioning techniques
 DL2490.and have an estimated accuracy of +/- 3 meters.
 DL2490
 DL2490.The orthometric height was determined by differential leveling and
 DL2490.adjusted by the WI DEPT OF TRANSP
 DL2490.in May 2012.
 DL2490
 DL2490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2490.GEOID18 height accuracy estimate available here.
 DL2490
 DL2490.Click photographs - Photos may exist for this station.
 DL2490
 DL2490.The dynamic height is computed by dividing the NAVD 88
 DL2490.geopotential number by the normal gravity value computed on the
 DL2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2490.degrees latitude (g = 980.6199 gals.).
 DL2490
 DL2490.The modeled gravity was interpolated from observed gravity values.
 DL2490
 DL2490;                    North         East    Units  Estimated Accuracy
 DL2490;SPC WI C     -    92,264.7     806,048.2     MT  (+/- 3 meters HH1 GPS) 
 DL2490
 DL2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6806442373(NAD 83)
 DL2490
 DL2490                          SUPERSEDED SURVEY CONTROL
 DL2490
 DL2490.No superseded survey control is available for this station.
 DL2490
 DL2490_MARKER: DD = SURVEY DISK
 DL2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2490_STAMPING: 5Z06 2007
 DL2490_MARK LOGO: WIDT
 DL2490_PROJECTION: FLUSH
 DL2490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2490+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2019
 DL2490
 DL2490  HISTORY     - Date     Condition        Report By
 DL2490  HISTORY     - 2008     MONUMENTED       WIDT
 DL2490  HISTORY     - 20080930 GOOD             WIDT
 DL2490  HISTORY     - 20190731 GOOD             WIDT
 DL2490
 DL2490                          STATION DESCRIPTION
 DL2490
 DL2490'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2490'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S WITH COUNTY
 DL2490'HIGHWAY U EAST AND MONROE LANE WEST APPROXIMATELY 3 MI (4.8 KM) NORTH
 DL2490'OF THE CITY OF ALGOMA, GO SOUTH ON COUNTY HIGHWAY S FOR 0.5 MILE TO
 DL2490'WASHINGTON ROAD, CONTINUE SOUTH ON COUNTY HIGHWAY S FOR 0.3 MILE TO
 DL2490'BLUFF VIEW ROAD LEFT, CONTINUE SOUTH-SOUTHWEST ON COUNTY HIGHWAY S FOR
 DL2490'0.59 MILE TO THE STATION ON THE LEFT.
 DL2490'
 DL2490'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2490'GEODETIC SURVEY CONTROL STATION DISK --5Z06 2007-- SET IN THE TOP OF A
 DL2490'40-CM (16 INCH) DIAMETER CONCRETE POST 2.2 M (7.2 FT) DEEP, FLUSH WITH
 DL2490'THE GROUND, AND APPROXIMATELY 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DL2490'THE STATION IS 11.2 M (36.7 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DL2490'HIGHWAY S, 1.13 MI (1.8 KM) NORTH OF CARNOT ROAD, 0.10 MILE NORTHEAST
 DL2490'OF PRIVATE ENTRANCE --N8515--, 78 M (255.9 FT) SOUTHWEST OF THE
 DL2490'SOUTHWEST END OF A METAL GUARD RAIL, 50.0 M (164.0 FT) SOUTH OF POWER
 DL2490'POLE --2525 13R9-- ADJACENT TO A TELEPHONE PEDESTAL, 40.5 M (132.9 FT)
 DL2490'EAST OF POWER POLE --2525 13R10--, 23.7 M (77.8 FT) SOUTH OF A
 DL2490'--PEDESTRIAN CROSSING-- WOOD SIGN POST, 10.7 M (35.1 FT) SOUTHWEST OF
 DL2490'A WOOD CORNER FENCE POST, AND 1.0 M (3.3 FT) SOUTHEAST, 1.0 M (3.3 FT)
 DL2490'NORTH, AND 1.0 M (3.3 FT) SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 DL2490'POSTS.
 DL2490'
 DL2490'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2490'15 DEGREES ABOVE THE HORIZON.
 DL2490
 DL2490                          STATION RECOVERY (2019)
 DL2490
 DL2490'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2490'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2491 ***********************************************************************
 DL2491  DESIGNATION -  5Z07
 DL2491  PID         -  DL2491
 DL2491  STATE/COUNTY-  WI/KEWAUNEE
 DL2491  COUNTRY     -  US
 DL2491  USGS QUAD   -  FORESTVILLE (2018)
 DL2491
 DL2491                         *CURRENT SURVEY CONTROL
 DL2491  ______________________________________________________________________
 DL2491* NAD 83(2011) POSITION- 44 39 14.01992(N) 087 23 26.09800(W)   ADJUSTED
 DL2491* NAD 83(2011) ELLIP HT-   153.448 (meters)        (04/14/17)   ADJUSTED
 DL2491* NAD 83(2011) EPOCH   -  2010.00
 DL2491* NAVD 88 ORTHO HEIGHT -   190.026 (meters)      623.44  (feet) ADJUSTED
 DL2491  ______________________________________________________________________
 DL2491  GEOID HEIGHT    -        -36.579 (meters)                     GEOID18
 DL2491  NAD 83(2011) X  -    206,912.591 (meters)                     COMP
 DL2491  NAD 83(2011) Y  - -4,540,102.064 (meters)                     COMP
 DL2491  NAD 83(2011) Z  -  4,460,177.426 (meters)                     COMP
 DL2491  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 DL2491  DYNAMIC HEIGHT  -        190.005 (meters)      623.37  (feet) COMP
 DL2491  MODELED GRAVITY -    980,503.6   (mgal)                       NAVD 88
 DL2491
 DL2491  VERT ORDER      -  SECOND    CLASS I
 DL2491
 DL2491  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2491  Standards:
 DL2491         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2491            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2491  -------------------------------------------------------------------
 DL2491  NETWORK    0.85   1.57           0.38   0.31   0.80     -0.01822736
 DL2491  -------------------------------------------------------------------
 DL2491  Click here for local accuracies and other accuracy information.
 DL2491
 DL2491.The horizontal coordinates were established by GPS observations
 DL2491.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2491
 DL2491.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2491.been affixed to the stable North American tectonic plate. See 
 DL2491.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2491
 DL2491.The horizontal coordinates are valid at the epoch date displayed above
 DL2491.which is a decimal equivalence of Year/Month/Day.
 DL2491
 DL2491.The orthometric height was determined by differential leveling and
 DL2491.adjusted by the WI DEPT OF TRANSP
 DL2491.in May 2012.
 DL2491
 DL2491.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2491.GEOID18 height accuracy estimate available here.
 DL2491
 DL2491.Click photographs - Photos may exist for this station.
 DL2491
 DL2491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2491
 DL2491.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2491
 DL2491.The ellipsoidal height was determined by GPS observations
 DL2491.and is referenced to NAD 83.
 DL2491
 DL2491.The dynamic height is computed by dividing the NAVD 88
 DL2491.geopotential number by the normal gravity value computed on the
 DL2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2491.degrees latitude (g = 980.6199 gals.).
 DL2491
 DL2491.The modeled gravity was interpolated from observed gravity values.
 DL2491
 DL2491. The following values were computed from the NAD 83(2011) position.
 DL2491
 DL2491;                    North         East     Units Scale Factor Converg.
 DL2491;SPC WI C     -    94,504.243   806,932.825   MT  0.99994819   +1 50 28.1
 DL2491;SPC WI C     -   310,052.67  2,647,412.11   sFT  0.99994819   +1 50 28.1
 DL2491;UTM  16      - 4,944,577.815   469,031.335   MT  0.99961179   -0 16 28.2
 DL2491
 DL2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2491!SPC WI C     -   0.99997594  x   0.99994819  =   0.99992413
 DL2491!UTM  16      -   0.99997594  x   0.99961179  =   0.99958774
 DL2491
 DL2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6903144577(NAD 83)
 DL2491
 DL2491                          SUPERSEDED SURVEY CONTROL
 DL2491
 DL2491.No superseded survey control is available for this station.
 DL2491
 DL2491_MARKER: DD = SURVEY DISK
 DL2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2491_STAMPING: 5Z07 2007
 DL2491_MARK LOGO: WIDT
 DL2491_PROJECTION: FLUSH
 DL2491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2491+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2019
 DL2491
 DL2491  HISTORY     - Date     Condition        Report By
 DL2491  HISTORY     - 2008     MONUMENTED       WIDT
 DL2491  HISTORY     - 20080930 GOOD             WIDT
 DL2491  HISTORY     - 20150420 GOOD             WIDT
 DL2491  HISTORY     - 20190801 GOOD             WIDT
 DL2491
 DL2491                          STATION DESCRIPTION
 DL2491
 DL2491'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2491'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S WITH COUNTY
 DL2491'HIGHWAY U EAST AND MONROE LANE WEST APPROXIMATELY 3 MI (4.8 KM) NORTH
 DL2491'OF THE CITY OF ALGOMA, GO EAST ON COUNTY HIGHWAY U FOR 0.35 MILE TO
 DL2491'COUNTY HIGHWAY U CURVING LEFT AND THE STATION AT THE NORTH END OF THE
 DL2491'CURVE ON THE RIGHT.
 DL2491'
 DL2491'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2491'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5Z07 2007-- SET IN THE
 DL2491'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 1.7 M (5.6 FT) DEEP,
 DL2491'FLUSH WITH THE GROUND, AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DL2491'PAVEMENT.
 DL2491'
 DL2491'THE STATION IS 8.2 M (26.9 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DL2491'HIGHWAY U, 56.5 M (185.4 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 DL2491'PRIVATE ENTRANCE --N9123--, 30.0 M (98.4 FT) NORTHEAST OF A --RIGHT
 DL2491'ARROW-- WOOD SIGN POST, 29.0 M (95.1 FT) SOUTHWEST OF TELEPHONE
 DL2491'PEDESTAL --6--, 27.3 M (89.6 FT) EAST OF A POWER POLE --2526 7W18--
 DL2491'WITH ONE GUY WIRE, AND 1.0 M (3.3 FT) SOUTHEAST, 1.0 M (3.3 FT) NORTH,
 DL2491'AND 1.0 M (3.3 FT) SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2491'
 DL2491'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2491'15 DEGREES ABOVE THE HORIZON.
 DL2491
 DL2491                          STATION RECOVERY (2015)
 DL2491
 DL2491'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2491'RECOVERED AS DESCRIBED.
 DL2491
 DL2491                          STATION RECOVERY (2019)
 DL2491
 DL2491'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2491'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2492 ***********************************************************************
 DL2492  DESIGNATION -  5Z31
 DL2492  PID         -  DL2492
 DL2492  STATE/COUNTY-  WI/DOOR
 DL2492  COUNTRY     -  US
 DL2492  USGS QUAD   -  ALGOMA NE (2018)
 DL2492
 DL2492                         *CURRENT SURVEY CONTROL
 DL2492  ______________________________________________________________________
 DL2492* NAD 83(1986) POSITION- 44 41 01.95   (N) 087 22 27.70   (W)   HD_HELD1
 DL2492* NAVD 88 ORTHO HEIGHT -   198.429 (meters)      651.01  (feet) ADJUSTED
 DL2492  ______________________________________________________________________
 DL2492  GEOID HEIGHT    -        -36.615 (meters)                     GEOID18
 DL2492  DYNAMIC HEIGHT  -        198.408 (meters)      650.94  (feet) COMP
 DL2492  MODELED GRAVITY -    980,506.7   (mgal)                       NAVD 88
 DL2492
 DL2492  VERT ORDER      -  SECOND    CLASS I
 DL2492
 DL2492.The horizontal coordinates were determined by differentially corrected
 DL2492.hand held GPS observations or other comparable positioning techniques
 DL2492.and have an estimated accuracy of +/- 3 meters.
 DL2492
 DL2492.The orthometric height was determined by differential leveling and
 DL2492.adjusted by the WI DEPT OF TRANSP
 DL2492.in May 2012.
 DL2492
 DL2492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2492.GEOID18 height accuracy estimate available here.
 DL2492
 DL2492.Click photographs - Photos may exist for this station.
 DL2492
 DL2492.The dynamic height is computed by dividing the NAVD 88
 DL2492.geopotential number by the normal gravity value computed on the
 DL2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2492.degrees latitude (g = 980.6199 gals.).
 DL2492
 DL2492.The modeled gravity was interpolated from observed gravity values.
 DL2492
 DL2492;                    North         East    Units  Estimated Accuracy
 DL2492;SPC WI C     -    97,875.4     808,111.1     MT  (+/- 3 meters HH1 GPS) 
 DL2492
 DL2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7033247902(NAD 83)
 DL2492
 DL2492                          SUPERSEDED SURVEY CONTROL
 DL2492
 DL2492.No superseded survey control is available for this station.
 DL2492
 DL2492_MARKER: DD = SURVEY DISK
 DL2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2492_STAMPING: 5Z31 2007
 DL2492_MARK LOGO: WIDT
 DL2492_PROJECTION: FLUSH
 DL2492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2492+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2019
 DL2492
 DL2492  HISTORY     - Date     Condition        Report By
 DL2492  HISTORY     - 2008     MONUMENTED       WIDT
 DL2492  HISTORY     - 20080930 GOOD             WIDT
 DL2492  HISTORY     - 20190806 GOOD             WIDT
 DL2492
 DL2492                          STATION DESCRIPTION
 DL2492
 DL2492'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2492'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY U WITH COUNTY
 DL2492'HIGHWAY J APPROXIMATELY 5 MI (8.0 KM) EAST OF THE VILLAGE OF
 DL2492'FORESTVILLE AND 7 MI (11.3 KM) NORTH OF THE CITY OF ALGOMA, GO
 DL2492'SOUTH-SOUTHWEST ON COUNTY HIGHWAY U FOR 1.15 MI (1.9 KM) TO THE
 DL2492'STATION ON THE RIGHT.
 DL2492'
 DL2492'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2492'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5Z31 2007-- SET IN THE
 DL2492'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP,
 DL2492'FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6 FT) BELOW THE
 DL2492'HIGHWAY PAVEMENT.
 DL2492'
 DL2492'THE STATION IS 11.3 M (37.1 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DL2492'HIGHWAY U, 0.12 MILE NORTHEAST OF ROSEWOOD ROAD WEST AND SHILOH ROAD
 DL2492'NORTH, 93 M (305.1 FT) SOUTHWEST OF PRIVATE ENTRANCE --275--, 26.2 M
 DL2492'(86.0 FT) WEST OF POWER POLE --2626 32W2--, 1.2 M (3.9 FT) SOUTHEAST
 DL2492'OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) NORTHWEST, 1.0 M (3.3 FT)
 DL2492'EAST, AND 1.0 M (3.3 FT) SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 DL2492'POSTS.
 DL2492'
 DL2492'NOTE---TH IS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2492'15 DEGREES ABOVE THE HORIZON.
 DL2492
 DL2492                          STATION RECOVERY (2019)
 DL2492
 DL2492'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2492'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2493 ***********************************************************************
 DL2493  DESIGNATION -  5Z32
 DL2493  PID         -  DL2493
 DL2493  STATE/COUNTY-  WI/DOOR
 DL2493  COUNTRY     -  US
 DL2493  USGS QUAD   -  ALGOMA NE (2018)
 DL2493
 DL2493                         *CURRENT SURVEY CONTROL
 DL2493  ______________________________________________________________________
 DL2493* NAD 83(2011) POSITION- 44 42 14.15843(N) 087 21 18.01169(W)   ADJUSTED
 DL2493* NAD 83(2011) ELLIP HT-   148.625 (meters)        (04/14/17)   ADJUSTED
 DL2493* NAD 83(2011) EPOCH   -  2010.00
 DL2493* NAVD 88 ORTHO HEIGHT -   185.271 (meters)      607.84  (feet) ADJUSTED
 DL2493  ______________________________________________________________________
 DL2493  GEOID HEIGHT    -        -36.648 (meters)                     GEOID18
 DL2493  NAD 83(2011) X  -    209,551.273 (meters)                     COMP
 DL2493  NAD 83(2011) Y  - -4,536,063.540 (meters)                     COMP
 DL2493  NAD 83(2011) Z  -  4,464,128.004 (meters)                     COMP
 DL2493  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 DL2493  DYNAMIC HEIGHT  -        185.252 (meters)      607.78  (feet) COMP
 DL2493  MODELED GRAVITY -    980,508.7   (mgal)                       NAVD 88
 DL2493
 DL2493  VERT ORDER      -  SECOND    CLASS I
 DL2493
 DL2493  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2493  Standards:
 DL2493         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2493            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2493  -------------------------------------------------------------------
 DL2493  NETWORK    0.63   0.84           0.28   0.23   0.43     -0.02520237
 DL2493  -------------------------------------------------------------------
 DL2493  Click here for local accuracies and other accuracy information.
 DL2493
 DL2493.The horizontal coordinates were established by GPS observations
 DL2493.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2493
 DL2493.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2493.been affixed to the stable North American tectonic plate. See 
 DL2493.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2493
 DL2493.The horizontal coordinates are valid at the epoch date displayed above
 DL2493.which is a decimal equivalence of Year/Month/Day.
 DL2493
 DL2493.The orthometric height was determined by differential leveling and
 DL2493.adjusted by the NATIONAL GEODETIC SURVEY
 DL2493.in October 2019.
 DL2493
 DL2493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2493.GEOID18 height accuracy estimate available here.
 DL2493
 DL2493.Click photographs - Photos may exist for this station.
 DL2493
 DL2493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2493
 DL2493.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2493
 DL2493.The ellipsoidal height was determined by GPS observations
 DL2493.and is referenced to NAD 83.
 DL2493
 DL2493.The dynamic height is computed by dividing the NAVD 88
 DL2493.geopotential number by the normal gravity value computed on the
 DL2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2493.degrees latitude (g = 980.6199 gals.).
 DL2493
 DL2493.The modeled gravity was interpolated from observed gravity values.
 DL2493
 DL2493. The following values were computed from the NAD 83(2011) position.
 DL2493
 DL2493;                    North         East     Units Scale Factor Converg.
 DL2493;SPC WI C     -   100,152.833   809,572.295   MT  0.99994520   +1 51 58.5
 DL2493;SPC WI C     -   328,584.75  2,656,071.77   sFT  0.99994520   +1 51 58.5
 DL2493;UTM  16      - 4,950,123.242   471,876.593   MT  0.99960973   -0 14 59.0
 DL2493
 DL2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2493!SPC WI C     -   0.99997670  x   0.99994520  =   0.99992190
 DL2493!UTM  16      -   0.99997670  x   0.99960973  =   0.99958644
 DL2493
 DL2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7187650123(NAD 83)
 DL2493
 DL2493                          SUPERSEDED SURVEY CONTROL
 DL2493
 DL2493  NAD 83(2007)-  44 42 14.15857(N)    087 21 18.01239(W) AD(2002.00) 1
 DL2493  ELLIP H (04/03/12)  148.738  (m)                       GP(2002.00) 4 1
 DL2493  NAVD 88 (05/08/12)  185.367  (m)          608.16   (f) SUPERSEDED  2 1
 DL2493
 DL2493.Superseded values are not recommended for survey control.
 DL2493
 DL2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2493.See file dsdata.pdf to determine how the superseded data were derived.
 DL2493
 DL2493_MARKER: DD = SURVEY DISK
 DL2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2493_STAMPING: 5Z32 2007
 DL2493_MARK LOGO: WIDT
 DL2493_PROJECTION: RECESSED 10 CENTIMETERS
 DL2493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2493+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2019
 DL2493
 DL2493  HISTORY     - Date     Condition        Report By
 DL2493  HISTORY     - 2008     MONUMENTED       WIDT
 DL2493  HISTORY     - 20081006 GOOD             WIDT
 DL2493  HISTORY     - 20150420 GOOD             WIDT
 DL2493  HISTORY     - 20190806 GOOD             WIDT
 DL2493
 DL2493                          STATION DESCRIPTION
 DL2493
 DL2493'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2493'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY U WITH COUNTY
 DL2493'HIGHWAY J APPROXIMATELY 5 MI (8.0 KM) EAST OF THE VILLAGE OF
 DL2493'FORESTVILLE AND 7 MI (11.3 KM) NORTH OF THE CITY OF ALGOMA, GO NORTH
 DL2493'ON COUNTY HIGHWAY U FOR 0.55 MILE TO BEAR CREEK ROAD LEFT, TURN LEFT
 DL2493'AND GO WEST ON BEAR CREEK ROAD FOR 58 M (190.3 FT) TO THE STATION ON
 DL2493'THE LEFT.
 DL2493'
 DL2493'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2493'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5Z32 2007-- SET IN THE
 DL2493'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP,
 DL2493'FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT) ABOVE THE ROAD
 DL2493'PAVEMENT.
 DL2493'
 DL2493'THE STATION IS 7.8 M (25.6 FT) SOUTH OF THE CENTERLINE OF BEAR CREEK
 DL2493'ROAD, 58.5 M (191.9 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY U,
 DL2493'51.5 M (169.0 FT) EAST-SOUTHEAST OF POWER POLE --2626 28W20--, 17.9 M
 DL2493'(58.7 FT) SOUTHWEST OF A --DEAD END-- WOOD SIGN POST, AND 1.0 M (3.3
 DL2493'FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF
 DL2493'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DL2493'
 DL2493'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2493'15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE NORTH QUADRANTS
 DL2493'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DL2493
 DL2493                          STATION RECOVERY (2015)
 DL2493
 DL2493'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2493'RECOVERED AS DESCRIBED.
 DL2493
 DL2493                          STATION RECOVERY (2019)
 DL2493
 DL2493'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2493'RECOVERED IN GOOD CONDITION.
 DL2493'
 DL2493'NOTE-THE TOP OF THE CONCRETE POST IS RECESSED ABOUT 10 CM (4 INCHES)
 DL2493'LOWER THAN GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2494 ***********************************************************************
 DL2494  DESIGNATION -  5Z33
 DL2494  PID         -  DL2494
 DL2494  STATE/COUNTY-  WI/DOOR
 DL2494  COUNTRY     -  US
 DL2494  USGS QUAD   -  ALGOMA NE (2018)
 DL2494
 DL2494                         *CURRENT SURVEY CONTROL
 DL2494  ______________________________________________________________________
 DL2494* NAD 83(1986) POSITION- 44 43 35.24   (N) 087 20 43.31   (W)   HD_HELD1
 DL2494* NAVD 88 ORTHO HEIGHT -   194.696 (meters)      638.77  (feet) ADJUSTED
 DL2494  ______________________________________________________________________
 DL2494  GEOID HEIGHT    -        -36.675 (meters)                     GEOID18
 DL2494  DYNAMIC HEIGHT  -        194.676 (meters)      638.70  (feet) COMP
 DL2494  MODELED GRAVITY -    980,510.0   (mgal)                       NAVD 88
 DL2494
 DL2494  VERT ORDER      -  SECOND    CLASS I
 DL2494
 DL2494.The horizontal coordinates were determined by differentially corrected
 DL2494.hand held GPS observations or other comparable positioning techniques
 DL2494.and have an estimated accuracy of +/- 3 meters.
 DL2494
 DL2494.The orthometric height was determined by differential leveling and
 DL2494.adjusted by the WI DEPT OF TRANSP
 DL2494.in May 2012.
 DL2494
 DL2494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2494.GEOID18 height accuracy estimate available here.
 DL2494
 DL2494.Click photographs - Photos may exist for this station.
 DL2494
 DL2494.The dynamic height is computed by dividing the NAVD 88
 DL2494.geopotential number by the normal gravity value computed on the
 DL2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2494.degrees latitude (g = 980.6199 gals.).
 DL2494
 DL2494.The modeled gravity was interpolated from observed gravity values.
 DL2494
 DL2494;                    North         East    Units  Estimated Accuracy
 DL2494;SPC WI C     -   102,679.1     810,254.0     MT  (+/- 3 meters HH1 GPS) 
 DL2494
 DL2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7265052621(NAD 83)
 DL2494
 DL2494                          SUPERSEDED SURVEY CONTROL
 DL2494
 DL2494.No superseded survey control is available for this station.
 DL2494
 DL2494_MARKER: DD = SURVEY DISK
 DL2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2494_STAMPING: 5Z33 2007
 DL2494_MARK LOGO: WIDT
 DL2494_PROJECTION: FLUSH
 DL2494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2494+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2019
 DL2494
 DL2494  HISTORY     - Date     Condition        Report By
 DL2494  HISTORY     - 2008     MONUMENTED       WIDT
 DL2494  HISTORY     - 20080923 GOOD             WIDT
 DL2494  HISTORY     - 20190806 GOOD             WIDT
 DL2494
 DL2494                          STATION DESCRIPTION
 DL2494
 DL2494'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2494'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY U WITH COUNTY
 DL2494'HIGHWAY J APPROXIMATELY 5 MI (8.0 KM) EAST OF THE VILLAGE OF
 DL2494'FORESTVILLE AND 7 MI (11.3 KM) NORTH OF THE CITY OF ALGOMA, GO NORTH
 DL2494'ON COUNTY HIGHWAY U FOR 2.2 MI (3.5 KM) TO COUNTY HIGHWAY OO LEFT AND
 DL2494'MOUNT LOOKOUT ROAD RIGHT, TURN RIGHT AND GO EAST ON MOUNT LOOKOUT ROAD
 DL2494'FOR 0.5 MILE TO SOUTH LAKE MICHIGAN DRIVE LEFT AND AHEAD, CONTINUE
 DL2494'EAST ON SOUTH LAKE MICHIGAN DRIVE FOR 0.03 MILE TO THE STATION ON THE
 DL2494'LEFT.
 DL2494'
 DL2494'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2494'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5Z33 2007-- SET IN THE
 DL2494'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP,
 DL2494'FLUSH WITH THE GROUND, AND APPROXIMATELY 2 M (6.6 FT) ABOVE THE ROAD
 DL2494'PAVEMENT.
 DL2494'
 DL2494'THE STATION IS 15.0 M (49.2 FT) NORTH OF THE CENTERLINE OF SOUTH LAKE
 DL2494'MICHIGAN DRIVE, 48.5 M (159.1 FT) EAST OF THE CENTERLINE OF SOUTH LAKE
 DL2494'MICHIGAN DRIVE NORTH, 28.4 M (93.2 FT) NORTHEAST OF POWER POLE
 DL2494'--3Y16--, 28.0 M (91.9 FT) NORTHWEST OF A POWER POLE WITH ONE GUY
 DL2494'WIRE, 11.8 M (38.7 FT) NORTHWEST OF A --LEFT ARROW-- WOOD SIGN POST,
 DL2494'AND 1.0 M (3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHEAST, AND 1.0 M (3.3 FT)
 DL2494'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2494'
 DL2494'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2494'15 DEGREES ABOVE THE HORIZON.
 DL2494
 DL2494                          STATION RECOVERY (2019)
 DL2494
 DL2494'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2494'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2495 ***********************************************************************
 DL2495  DESIGNATION -  5Z34
 DL2495  PID         -  DL2495
 DL2495  STATE/COUNTY-  WI/DOOR
 DL2495  COUNTRY     -  US
 DL2495  USGS QUAD   -  STURGEON BAY EAST (2018)
 DL2495
 DL2495                         *CURRENT SURVEY CONTROL
 DL2495  ______________________________________________________________________
 DL2495* NAD 83(2011) POSITION- 44 45 19.36475(N) 087 20 49.44144(W)   ADJUSTED
 DL2495* NAD 83(2011) ELLIP HT-   157.340 (meters)        (04/14/17)   ADJUSTED
 DL2495* NAD 83(2011) EPOCH   -  2010.00
 DL2495* NAVD 88 ORTHO HEIGHT -   194.044 (meters)      636.63  (feet) ADJUSTED
 DL2495  ______________________________________________________________________
 DL2495  GEOID HEIGHT    -        -36.700 (meters)                     GEOID18
 DL2495  NAD 83(2011) X  -    209,993.626 (meters)                     COMP
 DL2495  NAD 83(2011) Y  - -4,532,021.436 (meters)                     COMP
 DL2495  NAD 83(2011) Z  -  4,468,195.819 (meters)                     COMP
 DL2495  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 DL2495  DYNAMIC HEIGHT  -        194.025 (meters)      636.56  (feet) COMP
 DL2495  MODELED GRAVITY -    980,511.4   (mgal)                       NAVD 88
 DL2495
 DL2495  VERT ORDER      -  SECOND    CLASS I
 DL2495
 DL2495  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2495  Standards:
 DL2495         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2495            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2495  -------------------------------------------------------------------
 DL2495  NETWORK    0.87   1.39           0.37   0.34   0.71     -0.03574942
 DL2495  -------------------------------------------------------------------
 DL2495  Click here for local accuracies and other accuracy information.
 DL2495
 DL2495.The horizontal coordinates were established by GPS observations
 DL2495.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2495
 DL2495.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2495.been affixed to the stable North American tectonic plate. See 
 DL2495.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2495
 DL2495.The horizontal coordinates are valid at the epoch date displayed above
 DL2495.which is a decimal equivalence of Year/Month/Day.
 DL2495
 DL2495.The orthometric height was determined by differential leveling and
 DL2495.adjusted by the WI DEPT OF TRANSP
 DL2495.in May 2012.
 DL2495
 DL2495.No vertical observational check was made to the station.
 DL2495
 DL2495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2495.GEOID18 height accuracy estimate available here.
 DL2495
 DL2495.Click photographs - Photos may exist for this station.
 DL2495
 DL2495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2495
 DL2495.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2495
 DL2495.The ellipsoidal height was determined by GPS observations
 DL2495.and is referenced to NAD 83.
 DL2495
 DL2495.The dynamic height is computed by dividing the NAVD 88
 DL2495.geopotential number by the normal gravity value computed on the
 DL2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2495.degrees latitude (g = 980.6199 gals.).
 DL2495
 DL2495.The modeled gravity was interpolated from observed gravity values.
 DL2495
 DL2495. The following values were computed from the NAD 83(2011) position.
 DL2495
 DL2495;                    North         East     Units Scale Factor Converg.
 DL2495;SPC WI C     -   105,887.011   810,014.152   MT  0.99994292   +1 52 18.7
 DL2495;SPC WI C     -   347,397.64  2,657,521.43   sFT  0.99994292   +1 52 18.7
 DL2495;UTM  16      - 4,955,835.283   472,529.661   MT  0.99960928   -0 14 39.7
 DL2495
 DL2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2495!SPC WI C     -   0.99997533  x   0.99994292  =   0.99991825
 DL2495!UTM  16      -   0.99997533  x   0.99960928  =   0.99958462
 DL2495
 DL2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7252955835(NAD 83)
 DL2495
 DL2495                          SUPERSEDED SURVEY CONTROL
 DL2495
 DL2495.No superseded survey control is available for this station.
 DL2495
 DL2495_MARKER: DD = SURVEY DISK
 DL2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2495_STAMPING: 5Z34 2007
 DL2495_MARK LOGO: WIDT
 DL2495_PROJECTION: FLUSH
 DL2495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2495+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2019
 DL2495
 DL2495  HISTORY     - Date     Condition        Report By
 DL2495  HISTORY     - 2008     MONUMENTED       WIDT
 DL2495  HISTORY     - 20080923 GOOD             WIDT
 DL2495  HISTORY     - 20150420 GOOD             WIDT
 DL2495  HISTORY     - 20190807 GOOD             WIDT
 DL2495
 DL2495                          STATION DESCRIPTION
 DL2495
 DL2495'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2495'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S WITH COUNTY
 DL2495'HIGHWAY H APPROXIMATELY 4 MI (6.4 KM) EAST-NORTHEAST OF THE COMMUNITY
 DL2495'OF MAPLEWOOD, GO NORTH ON COUNTY HIGHWAY S FOR 0.2 MILE TO HORNSPIRE
 DL2495'ROAD RIGHT, TURN RIGHT AND GO EAST ON HORNSPIRE ROAD FOR 1.7 MI (2.7
 DL2495'KM) TO COUNTY HIGHWAY U, CONTINUE EAST ON HORNSPIRE ROAD FOR 0.5 MILE
 DL2495'TO TAUBE ROAD LEFT, CONTINUE SOUTHEAST ON HORNSPIRE ROAD FOR 0.26 MILE
 DL2495'TO THE STATION ON THE RIGHT.
 DL2495'
 DL2495'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2495'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5Z34 2007-- SET IN THE
 DL2495'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP,
 DL2495'FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT) BELOW THE ROAD
 DL2495'PAVEMENT.
 DL2495'
 DL2495'THE STATION IS 8.9 M (29.2 FT) SOUTH OF THE CENTERLINE OF HORNSPIRE
 DL2495'ROAD, 0.04 MILE WEST OF SOUTH LAKE MICHIGAN DRIVE, 95.5 M (313.3 FT)
 DL2495'EAST OF A --RIGHT ARROW-- WOOD SIGN POST, AND 1.0 M (3.3 FT) SOUTH,
 DL2495'1.0 M (3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE
 DL2495'PLASTIC WITNESS POSTS.
 DL2495'
 DL2495'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2495'15 DEGREES ABOVE THE HORIZON.
 DL2495
 DL2495                          STATION RECOVERY (2015)
 DL2495
 DL2495'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2495'RECOVERED AS DESCRIBED.
 DL2495
 DL2495                          STATION RECOVERY (2019)
 DL2495
 DL2495'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2495'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2496 ***********************************************************************
 DL2496  DESIGNATION -  5Z35
 DL2496  PID         -  DL2496
 DL2496  STATE/COUNTY-  WI/DOOR
 DL2496  COUNTRY     -  US
 DL2496  USGS QUAD   -  STURGEON BAY EAST (2018)
 DL2496
 DL2496                         *CURRENT SURVEY CONTROL
 DL2496  ______________________________________________________________________
 DL2496* NAD 83(1986) POSITION- 44 46 48.94   (N) 087 21 23.66   (W)   HD_HELD1
 DL2496* NAVD 88 ORTHO HEIGHT -   210.678 (meters)      691.20  (feet) ADJUSTED
 DL2496  ______________________________________________________________________
 DL2496  GEOID HEIGHT    -        -36.717 (meters)                     GEOID18
 DL2496  DYNAMIC HEIGHT  -        210.656 (meters)      691.13  (feet) COMP
 DL2496  MODELED GRAVITY -    980,512.7   (mgal)                       NAVD 88
 DL2496
 DL2496  VERT ORDER      -  SECOND    CLASS I
 DL2496
 DL2496.The horizontal coordinates were determined by differentially corrected
 DL2496.hand held GPS observations or other comparable positioning techniques
 DL2496.and have an estimated accuracy of +/- 3 meters.
 DL2496
 DL2496.The orthometric height was determined by differential leveling and
 DL2496.adjusted by the NATIONAL GEODETIC SURVEY
 DL2496.in October 2019.
 DL2496
 DL2496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2496.GEOID18 height accuracy estimate available here.
 DL2496
 DL2496.Click photographs - Photos may exist for this station.
 DL2496
 DL2496.The dynamic height is computed by dividing the NAVD 88
 DL2496.geopotential number by the normal gravity value computed on the
 DL2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2496.degrees latitude (g = 980.6199 gals.).
 DL2496
 DL2496.The modeled gravity was interpolated from observed gravity values.
 DL2496
 DL2496;                    North         East    Units  Estimated Accuracy
 DL2496;SPC WI C     -   108,625.9     809,172.0     MT  (+/- 3 meters HH1 GPS) 
 DL2496
 DL2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7178958602(NAD 83)
 DL2496
 DL2496                          SUPERSEDED SURVEY CONTROL
 DL2496
 DL2496  NAVD 88 (05/08/12)  210.687  (m)          691.23   (f) SUPERSEDED  2 1
 DL2496
 DL2496.Superseded values are not recommended for survey control.
 DL2496
 DL2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2496.See file dsdata.pdf to determine how the superseded data were derived.
 DL2496
 DL2496_MARKER: DD = SURVEY DISK
 DL2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2496_STAMPING: 5Z35 2007
 DL2496_MARK LOGO: WIDT
 DL2496_PROJECTION: FLUSH
 DL2496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2496+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2019
 DL2496
 DL2496  HISTORY     - Date     Condition        Report By
 DL2496  HISTORY     - 2008     MONUMENTED       WIDT
 DL2496  HISTORY     - 20080923 GOOD             WIDT
 DL2496  HISTORY     - 20190808 GOOD             WIDT
 DL2496
 DL2496                          STATION DESCRIPTION
 DL2496
 DL2496'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2496'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 57
 DL2496'WITH COUNTY HIGHWAY U (CLAY BANKS ROAD) ON THE SOUTH SIDE OF THE CITY
 DL2496'OF STURGEON BAY AND 0.5 MILE SOUTHWEST OF THE STURGEON BAY CANAL, GO
 DL2496'SOUTH ON COUNTY HIGHWAY U (CLAY BANKS ROAD) FOR 2.4 MI (3.9 KM) TO
 DL2496'MIKELS ROAD RIGHT, CONTINUE SOUTH ON COUNTY HIGHWAY U FOR 0.29 MILE TO
 DL2496'THE STATION ON THE LEFT.
 DL2496'
 DL2496'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2496'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5Z35 2007-- SET IN THE
 DL2496'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP,
 DL2496'FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6 FT) BELOW THE
 DL2496'HIGHWAY PAVEMENT.
 DL2496'
 DL2496'THE STATION IS 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF COUNTY
 DL2496'HIGHWAY U, 0.21 MILE NORTH OF SILVERDALE ROAD, 26.8 M (87.9 FT) NORTH
 DL2496'OF THE CENTERLINE OF A FIELD ENTRANCE, 22.3 M (73.2 FT) EAST-SOUTHEAST
 DL2496'OF POWER POLE --18Y7--, 21.3 M (69.9 FT) EAST-SOUTHEAST OF TELEPHONE
 DL2496'PEDESTAL --1022 14--, AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT)
 DL2496'SOUTHWEST, AND 1.0 M (3.3 FT) NORTHWEST OF THREE WHITE PLASTIC WITNESS
 DL2496'POSTS.
 DL2496'
 DL2496'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2496'15 DEGREES ABOVE THE HORIZON.
 DL2496
 DL2496                          STATION RECOVERY (2019)
 DL2496
 DL2496'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2496'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2497 ***********************************************************************
 DL2497  DESIGNATION -  5Z36
 DL2497  PID         -  DL2497
 DL2497  STATE/COUNTY-  WI/DOOR
 DL2497  COUNTRY     -  US
 DL2497  USGS QUAD   -  STURGEON BAY EAST (2018)
 DL2497
 DL2497                         *CURRENT SURVEY CONTROL
 DL2497  ______________________________________________________________________
 DL2497* NAD 83(1986) POSITION- 44 48 24.37   (N) 087 21 35.28   (W)   HD_HELD1
 DL2497* NAVD 88 ORTHO HEIGHT -   186.800 (meters)      612.86  (feet) ADJUSTED
 DL2497  ______________________________________________________________________
 DL2497  GEOID HEIGHT    -        -36.749 (meters)                     GEOID18
 DL2497  DYNAMIC HEIGHT  -        186.781 (meters)      612.80  (feet) COMP
 DL2497  MODELED GRAVITY -    980,514.2   (mgal)                       NAVD 88
 DL2497
 DL2497  VERT ORDER      -  SECOND    CLASS I
 DL2497
 DL2497.The horizontal coordinates were determined by differentially corrected
 DL2497.hand held GPS observations or other comparable positioning techniques
 DL2497.and have an estimated accuracy of +/- 3 meters.
 DL2497
 DL2497.The orthometric height was determined by differential leveling and
 DL2497.adjusted by the WI DEPT OF TRANSP
 DL2497.in May 2012.
 DL2497
 DL2497.No vertical observational check was made to the station.
 DL2497
 DL2497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2497.GEOID18 height accuracy estimate available here.
 DL2497
 DL2497.Click photographs - Photos may exist for this station.
 DL2497
 DL2497.The dynamic height is computed by dividing the NAVD 88
 DL2497.geopotential number by the normal gravity value computed on the
 DL2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2497.degrees latitude (g = 980.6199 gals.).
 DL2497
 DL2497.The modeled gravity was interpolated from observed gravity values.
 DL2497
 DL2497;                    North         East    Units  Estimated Accuracy
 DL2497;SPC WI C     -   111,561.7     808,820.9     MT  (+/- 3 meters HH1 GPS) 
 DL2497
 DL2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7154761548(NAD 83)
 DL2497
 DL2497                          SUPERSEDED SURVEY CONTROL
 DL2497
 DL2497.No superseded survey control is available for this station.
 DL2497
 DL2497_MARKER: DD = SURVEY DISK
 DL2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2497_STAMPING: 5Z36 2007
 DL2497_MARK LOGO: WIDT
 DL2497_PROJECTION: FLUSH
 DL2497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2497+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2019
 DL2497
 DL2497  HISTORY     - Date     Condition        Report By
 DL2497  HISTORY     - 2008     MONUMENTED       WIDT
 DL2497  HISTORY     - 20081119 GOOD             WIDT
 DL2497  HISTORY     - 20190808 GOOD             WIDT
 DL2497
 DL2497                          STATION DESCRIPTION
 DL2497
 DL2497'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2497'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 57
 DL2497'WITH COUNTY HIGHWAY U (CLAY BANKS ROAD) ON THE SOUTH SIDE OF THE CITY
 DL2497'OF STURGEON BAY AND 0.5 MILE SOUTHWEST OF THE STURGEON BAY CANAL, GO
 DL2497'SOUTH ON COUNTY HIGHWAY U (CLAY BANKS ROAD) FOR 0.3 MILE TO DIVISION
 DL2497'ROAD RIGHT, CONTINUE SOUTHEAST ON COUNTY HIGHWAY U FOR 0.50 MILE TO
 DL2497'THE STATION ON THE LEFT.
 DL2497'
 DL2497'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2497'GEODETIC SURVEY CONTROL STATION DISK STAMPED --5Z36 2007-- SET IN THE
 DL2497'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP,
 DL2497'FLUSH WITH THE GROUND, AND APPROXIMATELY 0.3 M (1.0 FT) BELOW THE
 DL2497'HIGHWAY PAVEMENT.
 DL2497'
 DL2497'THE STATION IS 6.2 M (20.3 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DL2497'HIGHWAY U, 0.07 MILE NORTHWEST OF STRAWBERRY LANE, 60 M (196.9 FT)
 DL2497'NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --1601--, 8.9 M
 DL2497'(29.2 FT) NORTHWEST OF POWER POLE --12J-1-1-2--, AND 1.0 M (3.3 FT)
 DL2497'NORTHEAST, 1.0 M (3.3 FT) SOUTH, AND 1.0 M (3.3 FT) NORTHWEST OF THREE
 DL2497'WHITE PLASTIC WITNESS POSTS.
 DL2497'
 DL2497'NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DL2497'QUADRANTS EXTENDING TO 20 DEGREES AND A POWER POLE TO THE SOUTHEAST
 DL2497'EXTENDING TO 40 DEGREES ABOVE THE HORIZON WITH MULTIPLE POWER LINES
 DL2497'OVERHEAD.
 DL2497
 DL2497                          STATION RECOVERY (2019)
 DL2497
 DL2497'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2497'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0081 ***********************************************************************
 ON0081  DESIGNATION -  6 E
 ON0081  PID         -  ON0081
 ON0081  STATE/COUNTY-  WI/RICHLAND
 ON0081  COUNTRY     -  US
 ON0081  USGS QUAD   -  RICHLAND CENTER (2018)
 ON0081
 ON0081                         *CURRENT SURVEY CONTROL
 ON0081  ______________________________________________________________________
 ON0081* NAD 83(1986) POSITION- 43 20 50.6    (N) 090 25 06.0    (W)   HD_HELD2
 ON0081* NAVD 88 ORTHO HEIGHT -   230.530 (meters)      756.33  (feet) ADJUSTED
 ON0081  ______________________________________________________________________
 ON0081  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 ON0081  DYNAMIC HEIGHT  -        230.470 (meters)      756.13  (feet) COMP
 ON0081  MODELED GRAVITY -    980,356.6   (mgal)                       NAVD 88
 ON0081
 ON0081  VERT ORDER      -  SECOND    CLASS 0
 ON0081
 ON0081.The horizontal coordinates were established by autonomous hand held GPS
 ON0081.observations and have an estimated accuracy of +/- 10 meters.
 ON0081
 ON0081.The orthometric height was determined by differential leveling and
 ON0081.adjusted by the NATIONAL GEODETIC SURVEY
 ON0081.in June 1991.
 ON0081
 ON0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0081.GEOID18 height accuracy estimate available here.
 ON0081
 ON0081.Click photographs - Photos may exist for this station.
 ON0081
 ON0081.The dynamic height is computed by dividing the NAVD 88
 ON0081.geopotential number by the normal gravity value computed on the
 ON0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0081.degrees latitude (g = 980.6199 gals.).
 ON0081
 ON0081.The modeled gravity was interpolated from observed gravity values.
 ON0081
 ON0081;                    North         East    Units  Estimated Accuracy
 ON0081;SPC WI S     -   149,767.      566,084.      MT  (+/- 10 meters HH2 GPS)
 ON0081
 ON0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0924202629(NAD 83)
 ON0081
 ON0081                          SUPERSEDED SURVEY CONTROL
 ON0081
 ON0081  NGVD 29 (??/??/92)  230.572  (m)          756.47   (f) ADJ UNCH    2 0
 ON0081
 ON0081.Superseded values are not recommended for survey control.
 ON0081
 ON0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0081.See file dsdata.pdf to determine how the superseded data were derived.
 ON0081
 ON0081_MARKER: DD = SURVEY DISK
 ON0081_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ON0081+WITH SETTING: PAVEMENT
 ON0081_SP_SET: FENCE RAILING BASE
 ON0081_STAMPING: 6 E 1930
 ON0081_MARK LOGO: USGS
 ON0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0081+STABILITY: SURFACE MOTION
 ON0081
 ON0081  HISTORY     - Date     Condition        Report By
 ON0081  HISTORY     - 1930     MONUMENTED       USGS
 ON0081  HISTORY     - 1938     GOOD             CGS
 ON0081
 ON0081                          STATION DESCRIPTION
 ON0081
 ON0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ON0081'2.3 MI NW FROM RICHLAND CENTER.
 ON0081'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 14 FROM THE COURTHOUSE
 ON0081'AT RICHLAND CENTER, RICHLAND COUNTY, 500 FEET SOUTHEAST OF A
 ON0081'RED BRICK SCHOOLHOUSE, 21 FEET SOUTHEAST OF THE CENTERLINE OF
 ON0081'A GRAVEL ROAD, 15 FEET SOUTHWEST OF THE CENTERLINE OF THE
 ON0081'HIGHWAY, AT A CONCRETE CULVERT OVER A STREAM, IN THE TOP OF THE
 ON0081'NORTH CORNER OF THE SOUTHWEST CONCRETE BASE OF THE FENCE RAILING,
 ON0081'AND 1.0 FOOT HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0082 ***********************************************************************
 ON0082  DESIGNATION -  6 E RESET
 ON0082  PID         -  ON0082
 ON0082  STATE/COUNTY-  WI/RICHLAND
 ON0082  COUNTRY     -  US
 ON0082  USGS QUAD   -  RICHLAND CENTER (2018)
 ON0082
 ON0082                         *CURRENT SURVEY CONTROL
 ON0082  ______________________________________________________________________
 ON0082* NAD 83(1986) POSITION- 43 20 50.45   (N) 090 25 05.83   (W)   HD_HELD1
 ON0082* NAVD 88 ORTHO HEIGHT -   230.159 (meters)      755.11  (feet) ADJUSTED
 ON0082  ______________________________________________________________________
 ON0082  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 ON0082  DYNAMIC HEIGHT  -        230.100 (meters)      754.92  (feet) COMP
 ON0082  MODELED GRAVITY -    980,356.6   (mgal)                       NAVD 88
 ON0082
 ON0082  VERT ORDER      -  SECOND    CLASS I
 ON0082
 ON0082.The horizontal coordinates were determined by differentially corrected
 ON0082.hand held GPS observations or other comparable positioning techniques
 ON0082.and have an estimated accuracy of +/- 3 meters.
 ON0082
 ON0082.The orthometric height was determined by differential leveling and
 ON0082.adjusted by the NATIONAL GEODETIC SURVEY
 ON0082.in July 2017.
 ON0082
 ON0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0082.GEOID18 height accuracy estimate available here.
 ON0082
 ON0082.Click photographs - Photos may exist for this station.
 ON0082
 ON0082.The dynamic height is computed by dividing the NAVD 88
 ON0082.geopotential number by the normal gravity value computed on the
 ON0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0082.degrees latitude (g = 980.6199 gals.).
 ON0082
 ON0082.The modeled gravity was interpolated from observed gravity values.
 ON0082
 ON0082;                    North         East    Units  Estimated Accuracy
 ON0082;SPC WI S     -   149,762.3     566,087.7     MT  (+/- 3 meters HH1 GPS) 
 ON0082
 ON0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0924602625(NAD 83)
 ON0082
 ON0082                          SUPERSEDED SURVEY CONTROL
 ON0082
 ON0082  NGVD 29 (07/09/15)  230.21   (m)          755.3    (f) RESET       3  
 ON0082
 ON0082.Superseded values are not recommended for survey control.
 ON0082
 ON0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0082.See file dsdata.pdf to determine how the superseded data were derived.
 ON0082
 ON0082_MARKER: DB = BENCH MARK DISK
 ON0082_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON0082_SP_SET: BOX CULVERT WING WALL
 ON0082_STAMPING: 6 E 1930 RESET 1960
 ON0082_MARK LOGO: USGS
 ON0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0082+STABILITY: SURFACE MOTION
 ON0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0082+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 ON0082
 ON0082  HISTORY     - Date     Condition        Report By
 ON0082  HISTORY     - 1960     MONUMENTED       WIHD
 ON0082  HISTORY     - 1963     GOOD             CGS
 ON0082  HISTORY     - 20100518 GOOD             WOLACO
 ON0082  HISTORY     - 20160710 GOOD             WIDT
 ON0082
 ON0082                          STATION DESCRIPTION
 ON0082
 ON0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 ON0082'2.3 MI NW FROM RICHLAND CENTER.
 ON0082'ABOUT 2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 14 FROM THE COURT HOUSE
 ON0082'AT RICHLAND CENTER, RICHLAND COUNTY, ABOUT 500 FEET SOUTHEAST
 ON0082'OF A RED BRICK SCHOOLHOUSE, 36 FEET SOUTHEAST OF THE CENTERLINE OF
 ON0082'A GRAVEL ROAD, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 ON0082'AT A TWIN 8 FT X 9 FT CONCRETE BOX CULVERT, AND SET IN THE TOP OF
 ON0082'THE SOUTHWEST WINGWALL, ABOUT 6 FEET BELOW THE ROADWAY.
 ON0082
 ON0082                          STATION RECOVERY (2010)
 ON0082
 ON0082'RECOVERY NOTE BY WOODLAND CONSULTANTS INC 2010 (SDW)
 ON0082'RECOVERED IN GOOD CONDITION.
 ON0082
 ON0082                          STATION RECOVERY (2016)
 ON0082
 ON0082'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 ON0082'RECOVERED IN GOOD CONDITION.
 ON0082'
 ON0082'NOTE-THE MARK IS 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS
 ON0082'POST.
 ON0082'
 ON0082'NOTE 2-APPROACH WITH CAUTION AS ACCESS TO THIS MARK REQUIRES A
 ON0082'RELATIVELY STEEP DECLINE FROM THE PAVEMENT GRADE AND THE VEGETATION
 ON0082'MAY CONCEAL THE EDGE OF THE CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4783 ***********************************************************************
 DJ4783  DESIGNATION -  6 GDS
 DJ4783  PID         -  DJ4783
 DJ4783  STATE/COUNTY-  WI/WOOD
 DJ4783  COUNTRY     -  US
 DJ4783  USGS QUAD   -  CITY POINT (2018)
 DJ4783
 DJ4783                         *CURRENT SURVEY CONTROL
 DJ4783  ______________________________________________________________________
 DJ4783* NAD 83(1986) POSITION- 44 21 05.03   (N) 090 15 32.98   (W)   HD_HELD1
 DJ4783* NAVD 88 ORTHO HEIGHT -   296.552 (meters)      972.94  (feet) ADJUSTED
 DJ4783  ______________________________________________________________________
 DJ4783  GEOID HEIGHT    -        -34.369 (meters)                     GEOID18
 DJ4783  DYNAMIC HEIGHT  -        296.498 (meters)      972.76  (feet) COMP
 DJ4783  MODELED GRAVITY -    980,429.8   (mgal)                       NAVD 88
 DJ4783
 DJ4783  VERT ORDER      -  SECOND    CLASS I
 DJ4783
 DJ4783.The horizontal coordinates were determined by differentially corrected
 DJ4783.hand held GPS observations or other comparable positioning techniques
 DJ4783.and have an estimated accuracy of +/- 3 meters.
 DJ4783
 DJ4783.The orthometric height was determined by differential leveling and
 DJ4783.adjusted by the WI DEPT OF TRANSP
 DJ4783.in May 2012.
 DJ4783
 DJ4783.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4783.GEOID18 height accuracy estimate available here.
 DJ4783
 DJ4783.Click photographs - Photos may exist for this station.
 DJ4783
 DJ4783.The dynamic height is computed by dividing the NAVD 88
 DJ4783.geopotential number by the normal gravity value computed on the
 DJ4783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4783.degrees latitude (g = 980.6199 gals.).
 DJ4783
 DJ4783.The modeled gravity was interpolated from observed gravity values.
 DJ4783
 DJ4783;                    North         East    Units  Estimated Accuracy
 DJ4783;SPC WI C     -    57,599.3     579,337.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4783
 DJ4783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1844514556(NAD 83)
 DJ4783
 DJ4783                          SUPERSEDED SURVEY CONTROL
 DJ4783
 DJ4783  NAVD 88 (07/08/08)  296.538  (m)          972.89   (f) SUPERSEDED  2 1
 DJ4783
 DJ4783.Superseded values are not recommended for survey control.
 DJ4783
 DJ4783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4783.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4783
 DJ4783_MARKER: DB = BENCH MARK DISK
 DJ4783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4783_STAMPING: 6 GDS 1966
 DJ4783_MARK LOGO: USGS
 DJ4783_PROJECTION: PROJECTING 12 CENTIMETERS
 DJ4783_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ4783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4783+STABILITY: SURFACE MOTION
 DJ4783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4783+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2010
 DJ4783
 DJ4783  HISTORY     - Date     Condition        Report By
 DJ4783  HISTORY     - 1966     MONUMENTED       USGS
 DJ4783  HISTORY     - 20060908 GOOD             WIDT
 DJ4783  HISTORY     - 20101005 GOOD             WIDT
 DJ4783
 DJ4783                          STATION DESCRIPTION
 DJ4783
 DJ4783'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4783'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4783'HIGHWAY E ABOUT 7 MI (11.3 KM) SOUTHWEST OF THE CITY OF PITTSVILLE, GO
 DJ4783'SOUTH THEN WEST ON STATE HIGHWAY 54 FOR 3.3 MI (5.3 KM) TO WEISNER
 DJ4783'ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DJ4783'
 DJ4783'THE STATION IS A BRONZE US GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 DJ4783'THE TOP AN 18-CM (7 INCH) SQUARE CONCRETE POST, LOCATED WITHIN THE
 DJ4783'RIGHT-OF-WAY AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4783'
 DJ4783'THE STATION IS 15.7 M (51.5 FT) SOUTH OF THE CENTERLINE OF STATE
 DJ4783'HIGHWAY 54, 12.5 M (41.0 FT) EAST OF THE CENTER OF WEISNER ROAD, 3.8 M
 DJ4783'(12.5 FT) NORTHEAST OF THE NORTHERNMOST WOOD POST FOR A --WISCONSIN
 DJ4783'CONSERVATION CORPS PINE RELEASE PROJECT-- SIGN, AND 0.9 M (3.0 FT)
 DJ4783'SOUTH OF A METAL WITNESS POST WITH A WHITE PLAQUE.  ---NOTE---THIS
 DJ4783'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.  ---NOTE2---THE MONUMENT
 DJ4783'MAY HAVE HIT BY BRUSHING EQUIPMENT AT SOME POINT IN THE PAST, HOWEVER
 DJ4783'THE MONUMENT IS STABLE.
 DJ4783
 DJ4783                          STATION RECOVERY (2010)
 DJ4783
 DJ4783'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4783'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M SOUTH OF A
 DJ4783'METAL WITNESS POST AND 0.5 M WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4783'NOTE---A PIECE OF THE EDGE OF THE DISK IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4946 ***********************************************************************
 DJ4946  DESIGNATION -  6 SUMNER SE GPS
 DJ4946  PID         -  DJ4946
 DJ4946  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4946  COUNTRY     -  US
 DJ4946  USGS QUAD   -  OSSEO (2018)
 DJ4946
 DJ4946                         *CURRENT SURVEY CONTROL
 DJ4946  ______________________________________________________________________
 DJ4946* NAD 83(2011) POSITION- 44 32 20.57996(N) 091 09 57.26701(W)   ADJUSTED
 DJ4946* NAD 83(2011) ELLIP HT-   281.250 (meters)        (06/27/12)   ADJUSTED
 DJ4946* NAD 83(2011) EPOCH   -  2010.00
 DJ4946* NAVD 88 ORTHO HEIGHT -   312.958 (meters)     1026.76  (feet) ADJUSTED
 DJ4946  ______________________________________________________________________
 DJ4946  GEOID HEIGHT    -        -31.706 (meters)                     GEOID18
 DJ4946  NAD 83(2011) X  -    -92,659.885 (meters)                     COMP
 DJ4946  NAD 83(2011) Y  - -4,552,923.382 (meters)                     COMP
 DJ4946  NAD 83(2011) Z  -  4,451,179.448 (meters)                     COMP
 DJ4946  LAPLACE CORR    -         -8.52  (seconds)                    DEFLEC18
 DJ4946  DYNAMIC HEIGHT  -        312.915 (meters)     1026.62  (feet) COMP
 DJ4946  MODELED GRAVITY -    980,473.2   (mgal)                       NAVD 88
 DJ4946
 DJ4946  VERT ORDER      -  SECOND    CLASS I
 DJ4946
 DJ4946  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4946  Standards:
 DJ4946         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4946            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4946  -------------------------------------------------------------------
 DJ4946  NETWORK    0.30   0.29           0.14   0.10   0.15      0.07556235
 DJ4946  -------------------------------------------------------------------
 DJ4946  Click here for local accuracies and other accuracy information.
 DJ4946
 DJ4946.The horizontal coordinates were established by GPS observations
 DJ4946.and adjusted by the National Geodetic Survey in June 2012.
 DJ4946
 DJ4946.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4946.been affixed to the stable North American tectonic plate. See 
 DJ4946.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4946
 DJ4946.The horizontal coordinates are valid at the epoch date displayed above
 DJ4946.which is a decimal equivalence of Year/Month/Day.
 DJ4946
 DJ4946.The orthometric height was determined by differential leveling and
 DJ4946.adjusted by the WI DEPT OF TRANSP
 DJ4946.in May 2012.
 DJ4946
 DJ4946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4946.GEOID18 height accuracy estimate available here.
 DJ4946
 DJ4946.Click photographs - Photos may exist for this station.
 DJ4946
 DJ4946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4946
 DJ4946.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4946
 DJ4946.The ellipsoidal height was determined by GPS observations
 DJ4946.and is referenced to NAD 83.
 DJ4946
 DJ4946.The dynamic height is computed by dividing the NAVD 88
 DJ4946.geopotential number by the normal gravity value computed on the
 DJ4946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4946.degrees latitude (g = 980.6199 gals.).
 DJ4946
 DJ4946.The modeled gravity was interpolated from observed gravity values.
 DJ4946
 DJ4946. The following values were computed from the NAD 83(2011) position.
 DJ4946
 DJ4946;                    North         East     Units Scale Factor Converg.
 DJ4946;SPC WI C     -    79,082.978   507,344.882   MT  0.99995792   -0 49 21.5
 DJ4946;SPC WI C     -   259,458.07  1,664,514.00   sFT  0.99995792   -0 49 21.5
 DJ4946;UTM  15      - 4,933,382.812   645,709.311   MT  0.99986110   +1 17 11.9
 DJ4946
 DJ4946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4946!SPC WI C     -   0.99995590  x   0.99995792  =   0.99991383
 DJ4946!UTM  15      -   0.99995590  x   0.99986110  =   0.99981701
 DJ4946
 DJ4946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4570933382(NAD 83)
 DJ4946
 DJ4946                          SUPERSEDED SURVEY CONTROL
 DJ4946
 DJ4946  NAD 83(2007)-  44 32 20.58015(N)    091 09 57.26795(W) AD(2002.00) 1
 DJ4946  ELLIP H (07/29/08)  281.278  (m)                       GP(2002.00) 3 1
 DJ4946  NAVD 88             312.95   (m)         1026.7    (f) LEVELING    3  
 DJ4946  NAVD 88 (07/08/08)  312.945  (m)         1026.72   (f) SUPERSEDED  2 1
 DJ4946
 DJ4946.Superseded values are not recommended for survey control.
 DJ4946
 DJ4946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4946.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4946
 DJ4946_MARKER: DD = SURVEY DISK
 DJ4946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4946_STAMPING: 6 SUMNER SE GPS 1995
 DJ4946_MARK LOGO: WI-121
 DJ4946_PROJECTION: FLUSH
 DJ4946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4946+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2011
 DJ4946
 DJ4946  HISTORY     - Date     Condition        Report By
 DJ4946  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4946  HISTORY     - 20061031 GOOD             WIDT
 DJ4946  HISTORY     - 20110919 GOOD             WIDT
 DJ4946
 DJ4946                          STATION DESCRIPTION
 DJ4946
 DJ4946'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4946'TO REACH THE STATION FROM THE WESTERN JUNCTION OF COUNTY HIGHWAY B
 DJ4946'WITH COUNTY HIGHWAY G ABOUT 4 MI (6.4 KM) SOUTHEAST OF THE CITY OF
 DJ4946'OSSEO, GO NORTH ON COUNTY HIGHWAY B FOR 0.25 MI (0.4 KM) TO THE
 DJ4946'STATION ON THE LEFT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY
 DJ4946'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DJ4946'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DJ4946'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.0 M (26.2 FT) WEST OF THE
 DJ4946'CENTERLINE OF COUNTY HIGHWAY B, 7 M (23.0 FT) NORTH OF A FIELD
 DJ4946'ENTRANCE, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF AN
 DJ4946'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO
 DJ4946'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4946'HORIZON EXCEPT FOR A TREE TO THE SOUTH-SOUTHWEST EXTENDING TO 20
 DJ4946'DEGREES ABOVE THE HORIZON.
 DJ4946
 DJ4946                          STATION RECOVERY (2011)
 DJ4946
 DJ4946'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4948 ***********************************************************************
 DJ4948  DESIGNATION -  60 TREMPEALEAU SE GPS
 DJ4948  PID         -  DJ4948
 DJ4948  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4948  COUNTRY     -  US
 DJ4948  USGS QUAD   -  TREMPEALEAU (2018)
 DJ4948
 DJ4948                         *CURRENT SURVEY CONTROL
 DJ4948  ______________________________________________________________________
 DJ4948* NAD 83(2011) POSITION- 44 02 01.39347(N) 091 26 26.85436(W)   ADJUSTED
 DJ4948* NAD 83(2011) ELLIP HT-   188.278 (meters)        (06/27/12)   ADJUSTED
 DJ4948* NAD 83(2011) EPOCH   -  2010.00
 DJ4948* NAVD 88 ORTHO HEIGHT -   219.442 (meters)      719.95  (feet) ADJUSTED
 DJ4948  ______________________________________________________________________
 DJ4948  GEOID HEIGHT    -        -31.169 (meters)                     GEOID18
 DJ4948  NAD 83(2011) X  -   -115,486.274 (meters)                     COMP
 DJ4948  NAD 83(2011) Y  - -4,591,556.084 (meters)                     COMP
 DJ4948  NAD 83(2011) Z  -  4,410,916.909 (meters)                     COMP
 DJ4948  LAPLACE CORR    -         -7.29  (seconds)                    DEFLEC18
 DJ4948  DYNAMIC HEIGHT  -        219.409 (meters)      719.84  (feet) COMP
 DJ4948  MODELED GRAVITY -    980,464.2   (mgal)                       NAVD 88
 DJ4948
 DJ4948  VERT ORDER      -  SECOND    CLASS I
 DJ4948
 DJ4948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4948  Standards:
 DJ4948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4948  -------------------------------------------------------------------
 DJ4948  NETWORK    0.47   0.41           0.21   0.17   0.21      0.07094050
 DJ4948  -------------------------------------------------------------------
 DJ4948  Click here for local accuracies and other accuracy information.
 DJ4948
 DJ4948.The horizontal coordinates were established by GPS observations
 DJ4948.and adjusted by the National Geodetic Survey in June 2012.
 DJ4948
 DJ4948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4948.been affixed to the stable North American tectonic plate. See 
 DJ4948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4948
 DJ4948.The horizontal coordinates are valid at the epoch date displayed above
 DJ4948.which is a decimal equivalence of Year/Month/Day.
 DJ4948
 DJ4948.The orthometric height was determined by differential leveling and
 DJ4948.adjusted by the WI DEPT OF TRANSP
 DJ4948.in May 2012.
 DJ4948
 DJ4948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4948.GEOID18 height accuracy estimate available here.
 DJ4948
 DJ4948.Click photographs - Photos may exist for this station.
 DJ4948
 DJ4948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4948
 DJ4948.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4948
 DJ4948.The ellipsoidal height was determined by GPS observations
 DJ4948.and is referenced to NAD 83.
 DJ4948
 DJ4948.The dynamic height is computed by dividing the NAVD 88
 DJ4948.geopotential number by the normal gravity value computed on the
 DJ4948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4948.degrees latitude (g = 980.6199 gals.).
 DJ4948
 DJ4948.The modeled gravity was interpolated from observed gravity values.
 DJ4948
 DJ4948. The following values were computed from the NAD 83(2011) position.
 DJ4948
 DJ4948;                    North         East     Units Scale Factor Converg.
 DJ4948;SPC WI C     -    23,291.502   484,505.485   MT  1.00004791   -1 00 59.7
 DJ4948;SPC WI C     -    76,415.54  1,589,581.75   sFT  1.00004791   -1 00 59.7
 DJ4948;UTM  15      - 4,876,799.880   624,937.769   MT  0.99979198   +1 05 02.1
 DJ4948
 DJ4948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4948!SPC WI C     -   0.99997048  x   1.00004791  =   1.00001839
 DJ4948!UTM  15      -   0.99997048  x   0.99979198  =   0.99976246
 DJ4948
 DJ4948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2493776799(NAD 83)
 DJ4948
 DJ4948                          SUPERSEDED SURVEY CONTROL
 DJ4948
 DJ4948  NAD 83(2007)-  44 02 01.39357(N)    091 26 26.85517(W) AD(2002.00) 1
 DJ4948  ELLIP H (07/29/08)  188.311  (m)                       GP(2002.00) 3 1
 DJ4948  NAVD 88             219.44   (m)          719.9    (f) LEVELING    3  
 DJ4948  NAVD 88 (07/08/08)  219.437  (m)          719.94   (f) SUPERSEDED  2 1
 DJ4948
 DJ4948.Superseded values are not recommended for survey control.
 DJ4948
 DJ4948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4948.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4948
 DJ4948_MARKER: DD = SURVEY DISK
 DJ4948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4948_STAMPING: 60 TREMPEALEAU SE GPS 1995
 DJ4948_MARK LOGO: WI-121
 DJ4948_PROJECTION: FLUSH
 DJ4948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4948+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 DJ4948
 DJ4948  HISTORY     - Date     Condition        Report By
 DJ4948  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4948  HISTORY     - 20061010 GOOD             WIDT
 DJ4948  HISTORY     - 20101204 GOOD             AE
 DJ4948
 DJ4948                          STATION DESCRIPTION
 DJ4948
 DJ4948'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4948'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DJ4948'HIGHWAY 54 AND STATE HIGHWAY 93 IN THE COMMUNITY OF CENTERVILLE ABOUT
 DJ4948'4 MI (6.4 KM) NORTH OF THE VILLAGE OF TREMPEALEAU, GO SOUTH ON STATE
 DJ4948'HIGHWAY 35 FOR 2.3 MI (3.7 KM) TO KRIBS ROAD ON THE RIGHT, CONTINUE
 DJ4948'SOUTH ON STATE HIGHWAY 35 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DJ4948'LEFT.
 DJ4948'
 DJ4948'THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION
 DJ4948'DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST,
 DJ4948'LOCATED WITHIN THE RIGHT-OF-WAY BETWEEN STATE HIGHWAY 35 AND THE
 DJ4948'FAIRWAY OF A GOLF COURSE.
 DJ4948'
 DJ4948'THE STATION IS 13.9 M (45.6 FT) EAST OF THE CENTERLINE OF STATE
 DJ4948'HIGHWAY 35, 133 M (436.4 FT) SOUTH OF THE EXTENDED CENTER OF A PRIVATE
 DJ4948'ENTRANCE --N13499--, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF AN ORANGE
 DJ4948'4X4 PLASTIC WITNESS POST.
 DJ4948'
 DJ4948'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4948'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4948
 DJ4948                          STATION RECOVERY (2010)
 DJ4948
 DJ4948'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2010 (NH)
 DJ4948'RELEVELING RESULTS FROM 2010 COMPREHENSIVE EVALUATION OF PROJECT
 DJ4948'DATUMS (CEPD) SURVEY
 DJ4948'
 DJ4948'THE MARK IS THE PRIMARY PROJECT CONTROL POINT (PPCP) FOR LOCK AND DAM
 DJ4948'NO. 6 AND THE PRIMARY REFERENCE POINT FOR RIVER GAUGE TREW3.
 DJ4948'
 DJ4948'THE MARK IS 120.41 FEET ABOVE ZERO GAGE REFERENCE POINT AT LOCK AND
 DJ4948'DAM NO. 6.
 DJ4948'
 DJ4948'THE MARK IS 0.47 FEET BELOW MSL 1912 AT LOCK AND DAM NO. 6.
 DJ4948'
 DJ4948'THE MARK IS 66.13 FEET ABOVE D2, AN EXISTING 4 INCH BRASS DISK STAMPED
 DJ4948'D2  SET IN CONCRETE ON THE LAND WALL IN LINE WITH THE UPSTREAM DAM
 DJ4948'PIERS, 2.3 MILES NORTH OF MARK.
 DJ4948'
 DJ4948'THE MARK IS 65.52 FEET ABOVE WELL RIM, THE RIM OF A WELL CASING ON THE
 DJ4948'SOUTH SIDE OF THE WELL NORTHWESTERLY OR IRRIGATION MASTER CONTROL, 2.3
 DJ4948'MILES NORTH OF MARK.
 DJ4948'
 DJ4948'THE MARK IS 65.60 FEET ABOVE GAGE BM, AN ARROW SCRIBED ON THE RIM OF
 DJ4948'THE POOL ACCESS DOOR LOCATED INSIDE THE POOL HOUSE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0136 ***********************************************************************
 PN0136  DESIGNATION -  606
 PN0136  PID         -  PN0136
 PN0136  STATE/COUNTY-  WI/OCONTO
 PN0136  COUNTRY     -  US
 PN0136  USGS QUAD   -  LENA (2018)
 PN0136
 PN0136                         *CURRENT SURVEY CONTROL
 PN0136  ______________________________________________________________________
 PN0136* NAD 83(1986) POSITION- 44 57 04.     (N) 088 02 56.     (W)   SCALED
 PN0136* NAVD 88 ORTHO HEIGHT -   217.796 (meters)      714.55  (feet) ADJUSTED
 PN0136  ______________________________________________________________________
 PN0136  GEOID HEIGHT    -        -36.414 (meters)                     GEOID18
 PN0136  DYNAMIC HEIGHT  -        217.774 (meters)      714.48  (feet) COMP
 PN0136  MODELED GRAVITY -    980,513.7   (mgal)                       NAVD 88
 PN0136
 PN0136  VERT ORDER      -  SECOND    CLASS I
 PN0136
 PN0136.The horizontal coordinates were scaled from a map and have
 PN0136.an estimated accuracy of +/- 6 seconds.
 PN0136
 PN0136.The orthometric height was determined by differential leveling and
 PN0136.adjusted by the NATIONAL GEODETIC SURVEY
 PN0136.in February 2017.
 PN0136
 PN0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0136.GEOID18 height accuracy estimate available here.
 PN0136
 PN0136.Click photographs - Photos may exist for this station.
 PN0136
 PN0136.The dynamic height is computed by dividing the NAVD 88
 PN0136.geopotential number by the normal gravity value computed on the
 PN0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0136.degrees latitude (g = 980.6199 gals.).
 PN0136
 PN0136.The modeled gravity was interpolated from observed gravity values.
 PN0136
 PN0136;                    North         East    Units  Estimated Accuracy
 PN0136;SPC WI C     -   126,060.      753,950.      MT  (+/- 180 meters Scaled)
 PN0136
 PN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ172780(NAD 83)
 PN0136
 PN0136                          SUPERSEDED SURVEY CONTROL
 PN0136
 PN0136  NAVD 88 (06/15/91)  217.749  (m)          714.40   (f) SUPERSEDED  2 0
 PN0136  NGVD 29 (??/??/92)  217.774  (m)          714.48   (f) ADJ UNCH    2 0
 PN0136
 PN0136.Superseded values are not recommended for survey control.
 PN0136
 PN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0136.See file dsdata.pdf to determine how the superseded data were derived.
 PN0136
 PN0136_MARKER: DD = SURVEY DISK
 PN0136_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PN0136_STAMPING: 606
 PN0136_MARK LOGO: CGS+SS
 PN0136_PROJECTION: FLUSH
 PN0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0136+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2014
 PN0136
 PN0136  HISTORY     - Date     Condition        Report By
 PN0136  HISTORY     - 1934     MONUMENTED       WIGS
 PN0136  HISTORY     - 1934     GOOD             CGS
 PN0136  HISTORY     - 20051128 GOOD             WIDT
 PN0136  HISTORY     - 20141113 SEE DESCRIPTION  WIDT
 PN0136
 PN0136                          STATION DESCRIPTION
 PN0136
 PN0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0136'IN LENA.
 PN0136'IN LENA.  ALONG C.M.ST.P. AND P. R.R., IN SW. CORNER OF PARK
 PN0136'ACROSS TRACKS TO THE E. FROM STATION.  MARK IS 7 YDS. E. OF
 PN0136'CENTERLINE OF MAIN TRACK, 7 YDS. N. OF N. CURB OF MAIN ST., 65
 PN0136'YDS. S. OF STATION AND 3 YDS. NE. OF POLE.
 PN0136
 PN0136                          STATION RECOVERY (2005)
 PN0136
 PN0136'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0136'RECOVERED IN GOOD CONDITION.   ADD-THE STATION IS 6.8 M EAST OF THE
 PN0136'CENTERLINE OF THE ESCANABA AND LAKE SUPERIOR RAILROAD, 3.7 M NORTHEAST
 PN0136'OF THE NORTHEAST BOLT OF THE RAILROAD CROSSING LIGHT POST, 15 CM SOUTH
 PN0136'OF A WHITE PLASTIC WITNESS POST, AND FLUSH WITH THE GROUND.
 PN0136
 PN0136                          STATION RECOVERY (2014)
 PN0136
 PN0136'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 PN0136'RECOVERED IN GOOD CONDITION.
 PN0136'
 PN0136'NOTE-THE RAILROAD CROSSING SIGNAL TO THE SOUTH MAY CAUSE PROBLEMS FOR
 PN0136'SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0119 ***********************************************************************
 PN0119  DESIGNATION -  618
 PN0119  PID         -  PN0119
 PN0119  STATE/COUNTY-  WI/OCONTO
 PN0119  COUNTRY     -  US
 PN0119  USGS QUAD   -  SUAMICO (2018)
 PN0119
 PN0119                         *CURRENT SURVEY CONTROL
 PN0119  ______________________________________________________________________
 PN0119* NAD 83(1986) POSITION- 44 43 18.     (N) 088 00 32.     (W)   SCALED
 PN0119* NAVD 88 ORTHO HEIGHT -   180.705 (meters)      592.86  (feet) ADJUSTED
 PN0119  ______________________________________________________________________
 PN0119  GEOID HEIGHT    -        -36.358 (meters)                     GEOID18
 PN0119  DYNAMIC HEIGHT  -        180.686 (meters)      592.80  (feet) COMP
 PN0119  MODELED GRAVITY -    980,507.8   (mgal)                       NAVD 88
 PN0119
 PN0119  VERT ORDER      -  FIRST     CLASS 0
 PN0119
 PN0119.The horizontal coordinates were scaled from a map and have
 PN0119.an estimated accuracy of +/- 6 seconds.
 PN0119
 PN0119.The orthometric height was determined by differential leveling and
 PN0119.adjusted by the NATIONAL GEODETIC SURVEY
 PN0119.in June 1991.
 PN0119
 PN0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0119.GEOID18 height accuracy estimate available here.
 PN0119
 PN0119.Click photographs - Photos may exist for this station.
 PN0119
 PN0119.The dynamic height is computed by dividing the NAVD 88
 PN0119.geopotential number by the normal gravity value computed on the
 PN0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0119.degrees latitude (g = 980.6199 gals.).
 PN0119
 PN0119.The modeled gravity was interpolated from observed gravity values.
 PN0119
 PN0119;                    North         East    Units  Estimated Accuracy
 PN0119;SPC WI C     -   100,640.      757,730.      MT  (+/- 180 meters Scaled)
 PN0119
 PN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ201525(NAD 83)
 PN0119
 PN0119                          SUPERSEDED SURVEY CONTROL
 PN0119
 PN0119.No superseded survey control is available for this station.
 PN0119
 PN0119_MARKER: DD = SURVEY DISK
 PN0119_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PN0119_STAMPING: 618
 PN0119_MARK LOGO: CGS+SS
 PN0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0119
 PN0119  HISTORY     - Date     Condition        Report By
 PN0119  HISTORY     - 1934     MONUMENTED       WIGS
 PN0119  HISTORY     - 1972     GOOD             NGS
 PN0119  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 PN0119  HISTORY     - 20051208 MARK NOT FOUND   WIDT
 PN0119
 PN0119                          STATION DESCRIPTION
 PN0119
 PN0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0119'AT LITTLE SUAMICO.
 PN0119'AT LITTLE SUAMICO, ABOT 90 YARDS NORTH OF THE INTERSECTION OF
 PN0119'COUNTY ROADS S AND J, AT THE WEST END OF THE PARKING LOT FOR THE
 PN0119'ST JOHN LUTHERAN CHURCH, 30 FEET EAST OF THE CENTER LINE OF
 PN0119'COUNTY ROAD J, 42 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 PN0119'THE CHURCH BUILDING, 2.1 FEET WEST OF A ROW OF 3 FOOT HIGH
 PN0119'CONCRETE POST, ABOUT LEVEL WITH THE ROADS AND SET IN TH TOP OF
 PN0119'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 PN0119'SECTION 18, T 26 N, R 21 E.
 PN0119
 PN0119                          STATION RECOVERY (2002)
 PN0119
 PN0119'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0119'NOT FOUND.  IN ABOUT 1975 THE CHURCH WAS REBUILT SOUTH OF THE
 PN0119'INTERSECTION ON COUNTY ROAD J.  THE BUILDING WAS REMOVED AND THE
 PN0119'INTERSECTION WAS REBUILT BY THE COUNTY IN THE LATE 1980'S.  THE
 PN0119'STATION MAY HAVE BEEN ELIMINATED.
 PN0119
 PN0119                          STATION RECOVERY (2005)
 PN0119
 PN0119'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0119'MARK NOT FOUND. --ADD FOUND A REMNANT OF ONE OF THE 3 FOOT HIGH
 PN0119'CONCRETE POSTS FROM THE PREVIOUS DESCRIPTION. IF THIS WAS IN ITS
 PN0119'ORIGINAL LOCATION THE STATION WOULD HAVE BEEN IN THE AREA THAT WAS
 PN0119'DITCHED DURING ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AH5300 ***********************************************************************
 AH5300  PACS        -  This is a Primary Airport Control Station.
 AH5300  DESIGNATION -  63C A
 AH5300  PID         -  AH5300
 AH5300  STATE/COUNTY-  WI/ADAMS
 AH5300  COUNTRY     -  US
 AH5300  USGS QUAD   -  ADAMS (2018)
 AH5300
 AH5300                         *CURRENT SURVEY CONTROL
 AH5300  ______________________________________________________________________
 AH5300* NAD 83(2011) POSITION- 43 57 56.87448(N) 089 47 38.34818(W)   ADJUSTED
 AH5300* NAD 83(2011) ELLIP HT-   258.619 (meters)        (06/27/12)   ADJUSTED
 AH5300* NAD 83(2011) EPOCH   -  2010.00
 AH5300* NAVD 88 ORTHO HEIGHT -   294.114 (meters)      964.94  (feet) ADJUSTED
 AH5300  ______________________________________________________________________
 AH5300  GEOID HEIGHT    -        -35.480 (meters)                     GEOID18
 AH5300  NAD 83(2011) X  -     16,533.753 (meters)                     COMP
 AH5300  NAD 83(2011) Y  - -4,598,271.796 (meters)                     COMP
 AH5300  NAD 83(2011) Z  -  4,405,536.732 (meters)                     COMP
 AH5300  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 AH5300  DYNAMIC HEIGHT  -        294.053 (meters)      964.74  (feet) COMP
 AH5300  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 AH5300
 AH5300  VERT ORDER      -  SECOND    CLASS I
 AH5300
 AH5300  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5300  Standards:
 AH5300         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5300            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5300  -------------------------------------------------------------------
 AH5300  NETWORK    0.22   0.35           0.10   0.08   0.18      0.07918103
 AH5300  -------------------------------------------------------------------
 AH5300  Click here for local accuracies and other accuracy information.
 AH5300
 AH5300.This mark is at Friendship Airport (63C)
 AH5300
 AH5300.The horizontal coordinates were established by GPS observations
 AH5300.and adjusted by the National Geodetic Survey in June 2012.
 AH5300
 AH5300.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5300.been affixed to the stable North American tectonic plate. See 
 AH5300.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH5300
 AH5300.The horizontal coordinates are valid at the epoch date displayed above
 AH5300.which is a decimal equivalence of Year/Month/Day.
 AH5300
 AH5300.The orthometric height was determined by differential leveling and
 AH5300.adjusted by the WI DEPT OF TRANSP
 AH5300.in May 2012.
 AH5300
 AH5300.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5300.GEOID18 height accuracy estimate available here.
 AH5300
 AH5300.Click photographs - Photos may exist for this station.
 AH5300
 AH5300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5300
 AH5300.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5300
 AH5300.The ellipsoidal height was determined by GPS observations
 AH5300.and is referenced to NAD 83.
 AH5300
 AH5300.The dynamic height is computed by dividing the NAVD 88
 AH5300.geopotential number by the normal gravity value computed on the
 AH5300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5300.degrees latitude (g = 980.6199 gals.).
 AH5300
 AH5300.The modeled gravity was interpolated from observed gravity values.
 AH5300
 AH5300. The following values were computed from the NAD 83(2011) position.
 AH5300
 AH5300;                    North         East     Units Scale Factor Converg.
 AH5300;SPC WI S     -   218,407.371   616,532.789   MT  0.99998107   +0 08 29.6
 AH5300;SPC WI S     -   716,558.18  2,022,741.33   sFT  0.99998107   +0 08 29.6
 AH5300;UTM  16      - 4,871,869.625   275,862.715   MT  1.00021793   -1 56 25.7
 AH5300
 AH5300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5300!SPC WI S     -   0.99995945  x   0.99998107  =   0.99994052
 AH5300!UTM  16      -   0.99995945  x   1.00021793  =   1.00017737
 AH5300
 AH5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7586271869(NAD 83)
 AH5300
 AH5300                          SUPERSEDED SURVEY CONTROL
 AH5300
 AH5300  NAD 83(2007)-  43 57 56.87452(N)    089 47 38.34901(W) AD(2002.00) 0
 AH5300  ELLIP H (02/10/07)  258.655  (m)                       GP(2002.00)    
 AH5300  NAD 83(1997)-  43 57 56.87443(N)    089 47 38.34969(W) AD(       ) A
 AH5300  ELLIP H (04/28/99)  258.665  (m)                       GP(       ) 3 1
 AH5300  NAVD 88             294.10   (m)          964.9    (f) LEVELING    3  
 AH5300  NAVD 88 (04/20/07)  294.097  (m)          964.88   (f) SUPERSEDED  2 1
 AH5300  NAVD 88 (04/28/99)  294.11   (m)  GEOID96  model used  GPS OBS        
 AH5300
 AH5300.Superseded values are not recommended for survey control.
 AH5300
 AH5300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5300.See file dsdata.pdf to determine how the superseded data were derived.
 AH5300
 AH5300_MARKER: DD = SURVEY DISK
 AH5300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5300_STAMPING: 63C A 1997
 AH5300_MARK LOGO: WIDT
 AH5300_PROJECTION: FLUSH
 AH5300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH5300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5300+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 AH5300
 AH5300  HISTORY     - Date     Condition        Report By
 AH5300  HISTORY     - 1997     MONUMENTED       WIDT
 AH5300  HISTORY     - 19990720 GOOD             WOOLPT
 AH5300  HISTORY     - 20020530 GOOD             WIDT
 AH5300  HISTORY     - 20040708 GOOD             WIDT
 AH5300  HISTORY     - 20040816 GOOD             WIDT
 AH5300  HISTORY     - 20051228 GOOD             WIDT
 AH5300  HISTORY     - 20100601 GOOD             WIDT
 AH5300
 AH5300                          STATION DESCRIPTION
 AH5300
 AH5300'DESCRIBED BY WI DEPT OF TRANSP 1997 (CSM)
 AH5300'THE STATION IS LOCATED ABOUT 1.61 KM (1.00 MI) EAST OF ADAMS, 37.04 KM
 AH5300'(23.00 MI) NORTH OF WISCONSIN DELLS, AND 46.70 KM (29.00 MI) SOUTH OF
 AH5300'WISCONSIN RAPIDS IN A GRASS AREA NEAR THE NORTH END OF RUNWAY 15/33 AT
 AH5300'THE ADAMS COUNTY LEGION FIELD AIRPORT (63C) .  OWNERSHIP--ADAMS
 AH5300'COUNTY.  THE AIRPORT MANAGER IS BOB EGGEBRECHT, TELEPHONE 608
 AH5300'339-6710.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AH5300'13 (MAIN STREET) AND NORTH STREET IN THE CITY OF ADAMS, GO EAST 1.61
 AH5300'KM (1.00 MI) ON NORTH STREET (WHICH BECOMES DEERBORN AVENUE) TO THE
 AH5300'INTERSECTION WITH 11TH AVENUE, CONTINUE EAST 0.24 KM (0.15 MI) ON
 AH5300'DEERBORN AVENUE TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT
 AH5300'AND GO SOUTH ABOUT 15 M (49.2 FT) TO THE AIRPORT OFFICE IN A TRAILER
 AH5300'ON THE LEFT, TURN LEFT AND GO EAST 0.08 KM (0.05 MI) ON A PAVED ROAD
 AH5300'ON THE SOUTH SIDE OF THE TRAILER TO A NORTH-SOUTH ROAD/TAXIWAY, TURN
 AH5300'RIGHT AND GO SOUTH 0.16 KM (0.10 MI) ON THE NORTH-SOUTH ROAD/TAXIWAY
 AH5300'TO THE INTERSECTION WITH AN EAST-WEST ROAD/TAXIWAY (RIGHT) JUST
 AH5300'SOUTHEAST OF A TAN AND BROWN HANGER AND THE STATION ON THE LEFT.  THE
 AH5300'STATION IS A BRONZE WIS DEPT OF TRANSPORTATION GPS GEODETIC CONTROL
 AH5300'MARKER DISK SET IN THE TOP OF A 40-CM (16-INCH) DIAMETER, 6-FOOT-DEEP
 AH5300'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AH5300'NORTH-SOUTH ROAD/TAXIWAY.  THE STATION IS ABOUT 110 M (360.9 FT) SOUTH
 AH5300'OF THE CENTERLINE OF DEERBORN AVENUE, ABOUT 60 M (196.8 FT) SOUTHWEST
 AH5300'OF THE EXTENDED CENTERLINE OF RUNWAY 15/33, 48.10 M (157.81 FT) EAST
 AH5300'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD/TAXIWAY, ON THE EXTENDED
 AH5300'CENTERLINE OF THE EAST-WEST ROAD/TAXIWAY, 119.6 M (392.4 FT) NORTH OF
 AH5300'THE CENTERLINE OF THE TAXIWAY BETWEEN AN AIRPLANE PARKING AREA AND THE
 AH5300'NORTH END OF RUNWAY 15/33, 62.15 M (203.90 FT) EAST-SOUTHEAST OF THE
 AH5300'SOUTHEAST CORNER OF THE TAN AND BROWN HANGER, 97.57 M (320.11 FT)
 AH5300'SOUTHWEST OF THE WIND TEDRAHEDRON, AND 1.00 M (3.28 FT) WEST OF A
 AH5300'WHITE PLASTIC WITNESS POST.
 AH5300
 AH5300                          STATION RECOVERY (1999)
 AH5300
 AH5300'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 AH5300'THE STATION IS LOCATED ABOUT 46.7 KM (29.00 MI) SOUTH OF WISCONSIN
 AH5300'RAPIDS, 37.04 KM (23.00 MI) NORTH OF WISCONSIN DELLS, AND 1.61 KM
 AH5300'(1.00 MI) EAST OF ADAMS IN A GRASS AREA NEAR THE NORTH END OF RUNWAY
 AH5300'15/33 AT THE ADAMS COUNTY LEGION FIELD AIRPORT.  OWNERSHIP--ADAMS
 AH5300'COUNTY.  THE AIRPORT MANAGER IS MIKE SCOTT, TELEPHONE 608 339-3919. TO
 AH5300'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 (MAIN
 AH5300'STREET) AND NORTH STREET AT THE BOUNDARY OF THE CITIES OF ADAMS AND
 AH5300'FRIENDSHIP, GO EAST 1.61 KM (1.00 MI) ON NORTH STREET (WHICH BECOMES
 AH5300'DEERBORN AVENUE) TO THE INTERSECTION WITH 11TH AVENUE, TURN RIGHT AND
 AH5300'GO SOUTH 0.24 KM (0.15 MI) ON 11TH STREET TO THE AIRPORT ENTRANCE ROAD
 AH5300'ON THE LEFT, TURN LEFT AND GO EAST 0.16 KM (0.10 MI) ON THE ENTRANCE
 AH5300'ROAD TO A CHAIN GATE, PASS THROUGH THE GATE AND TURN LEFT AND GO NORTH
 AH5300'0.16 KM (0.10 MI) ON A ROAD/TAXIWAY TO ANOTHER EAST-WEST ROAD/TAXIWAY
 AH5300'ON THE LEFT JUST SOUTHEAST OF A TAN AND BROWN HANGER AND THE STATION
 AH5300'ON THE RIGHT.  THE STATION IS A BRONZE WIS DEPT OF TRANSPORTATION GPS
 AH5300'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16-INCH)
 AH5300'DIAMETER, 1.8 M (5.9 FT) DEEP CONCRETE POST FLUSH WITH THE GROUND AND
 AH5300'ABOUT LEVEL WITH THE NORTH-SOUTH ROAD/TAXIWAY. THE STATION IS
 AH5300'APPROXIMATELY 110 M (360.9 FT) SOUTH OF THE CENTERLINE OF DEERBORN
 AH5300'AVENUE, 127 M (416.7 FT) WEST-SOUTHWEST OF THE WIND VANE, 119.6 M
 AH5300'(392.4 FT) NORTH OF THE CENTERLINE OF THE TAXIWAY BETWEEN AN AIRPLANE
 AH5300'PARKING AREA AND THE NORTH END OF RUNWAY 15/33, 62.2 M (204.1 FT)
 AH5300'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE TAN AND BROWN HANGER,
 AH5300'APPROXIMATELY 60 M (196.8 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 AH5300'RUNWAY 15/33, 48.1 M (157.8 FT) EAST OF THE CENTERLINE OF THE
 AH5300'NORTH-SOUTH ROAD/TAXIWAY, ON THE EXTENDED CENTERLINE OF THE EAST-WEST
 AH5300'ROAD/TAXIWAY, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 AH5300'---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN
 AH5300'9 DEGREES ABOVE THE HORIZON.  THIS STATION IS DESIGNATED AS THE
 AH5300'PRIMARY AIRPORT CONTROL STATION.
 AH5300
 AH5300                          STATION RECOVERY (2002)
 AH5300
 AH5300'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 AH5300'THE WITNESS POST LISTED IN THE DESCRIPTION WAS REPLACED WITH THREE
 AH5300'9-CM BY 9-CM RECYCLED-PLASTIC GUARD POSTS WITH INFORMATION SIGN.  THE
 AH5300'STATION IS 1.0 M SOUTHEAST, 1.0 M WEST, AND 1.0 M NORTHEAST OF THREE
 AH5300'ORANGE GUARD POSTS, RESPECTIVELY.
 AH5300
 AH5300                          STATION RECOVERY (2004)
 AH5300
 AH5300'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 AH5300'RECOVERED AS DESCRIBED.
 AH5300
 AH5300                          STATION RECOVERY (2004)
 AH5300
 AH5300'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 AH5300'RECOVERED AS DESCRIBED.
 AH5300
 AH5300                          STATION RECOVERY (2005)
 AH5300
 AH5300'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 AH5300'RECOVERED AS DESCRIBED.
 AH5300
 AH5300                          STATION RECOVERY (2010)
 AH5300
 AH5300'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 AH5300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI3070 ***********************************************************************
 AI3070  SACS        -  This is a Secondary Airport Control Station.
 AI3070  DESIGNATION -  63C B
 AI3070  PID         -  AI3070
 AI3070  STATE/COUNTY-  WI/ADAMS
 AI3070  COUNTRY     -  US
 AI3070  USGS QUAD   -  ADAMS (2018)
 AI3070
 AI3070                         *CURRENT SURVEY CONTROL
 AI3070  ______________________________________________________________________
 AI3070* NAD 83(2011) POSITION- 43 57 38.84540(N) 089 47 15.34821(W)   ADJUSTED
 AI3070* NAD 83(2011) ELLIP HT-   262.424 (meters)        (06/27/12)   ADJUSTED
 AI3070* NAD 83(2011) EPOCH   -  2010.00
 AI3070* NAVD 88 ORTHO HEIGHT -   297.913 (meters)      977.40  (feet) ADJUSTED
 AI3070  ______________________________________________________________________
 AI3070  GEOID HEIGHT    -        -35.496 (meters)                     GEOID18
 AI3070  NAD 83(2011) X  -     17,047.935 (meters)                     COMP
 AI3070  NAD 83(2011) Y  - -4,598,658.966 (meters)                     COMP
 AI3070  NAD 83(2011) Z  -  4,405,138.829 (meters)                     COMP
 AI3070  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC18
 AI3070  DYNAMIC HEIGHT  -        297.850 (meters)      977.20  (feet) COMP
 AI3070  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 AI3070
 AI3070  VERT ORDER      -  SECOND    CLASS I
 AI3070
 AI3070  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3070  Standards:
 AI3070         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3070            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3070  -------------------------------------------------------------------
 AI3070  NETWORK    0.24   0.43           0.11   0.08   0.22      0.07522888
 AI3070  -------------------------------------------------------------------
 AI3070  Click here for local accuracies and other accuracy information.
 AI3070
 AI3070.This mark is at Friendship Airport (63C)
 AI3070
 AI3070.The horizontal coordinates were established by GPS observations
 AI3070.and adjusted by the National Geodetic Survey in June 2012.
 AI3070
 AI3070.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3070.been affixed to the stable North American tectonic plate. See 
 AI3070.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3070
 AI3070.The horizontal coordinates are valid at the epoch date displayed above
 AI3070.which is a decimal equivalence of Year/Month/Day.
 AI3070
 AI3070.The orthometric height was determined by differential leveling and
 AI3070.adjusted by the WI DEPT OF TRANSP
 AI3070.in May 2012.
 AI3070
 AI3070.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3070.GEOID18 height accuracy estimate available here.
 AI3070
 AI3070.Click photographs - Photos may exist for this station.
 AI3070
 AI3070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3070
 AI3070.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3070
 AI3070.The ellipsoidal height was determined by GPS observations
 AI3070.and is referenced to NAD 83.
 AI3070
 AI3070.The dynamic height is computed by dividing the NAVD 88
 AI3070.geopotential number by the normal gravity value computed on the
 AI3070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3070.degrees latitude (g = 980.6199 gals.).
 AI3070
 AI3070.The modeled gravity was interpolated from observed gravity values.
 AI3070
 AI3070. The following values were computed from the NAD 83(2011) position.
 AI3070
 AI3070;                    North         East     Units Scale Factor Converg.
 AI3070;SPC WI S     -   217,852.215   617,046.918   MT  0.99998021   +0 08 45.4
 AI3070;SPC WI S     -   714,736.81  2,024,428.10   sFT  0.99998021   +0 08 45.4
 AI3070;UTM  16      - 4,871,296.023   276,356.452   MT  1.00021521   -1 56 09.1
 AI3070
 AI3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3070!SPC WI S     -   0.99995885  x   0.99998021  =   0.99993906
 AI3070!UTM  16      -   0.99995885  x   1.00021521  =   1.00017405
 AI3070
 AI3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7635671296(NAD 83)
 AI3070
 AI3070                          SUPERSEDED SURVEY CONTROL
 AI3070
 AI3070  NAD 83(2007)-  43 57 38.84544(N)    089 47 15.34904(W) AD(2002.00) 0
 AI3070  ELLIP H (02/10/07)  262.460  (m)                       GP(2002.00)    
 AI3070  NAD 83(1997)-  43 57 38.84535(N)    089 47 15.34972(W) AD(       ) 1
 AI3070  ELLIP H (11/17/99)  262.470  (m)                       GP(       ) 3 1
 AI3070  NAVD 88 (04/20/07)  297.896  (m)          977.35   (f) SUPERSEDED  2 1
 AI3070  NAVD 88 (11/17/99)  297.93   (m)  GEOID96  model used  GPS OBS        
 AI3070
 AI3070.Superseded values are not recommended for survey control.
 AI3070
 AI3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3070.See file dsdata.pdf to determine how the superseded data were derived.
 AI3070
 AI3070_MARKER: DD = SURVEY DISK
 AI3070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3070_STAMPING: 63C B 1998
 AI3070_MARK LOGO: WIDT
 AI3070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3070+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 AI3070
 AI3070  HISTORY     - Date     Condition        Report By
 AI3070  HISTORY     - 1999     MONUMENTED       WIDT
 AI3070  HISTORY     - 2004     GOOD             WIDT
 AI3070  HISTORY     - 20100601 GOOD             WIDT
 AI3070
 AI3070                          STATION DESCRIPTION
 AI3070
 AI3070'DESCRIBED BY WI DEPT OF TRANSP 1999 (CAB)
 AI3070'THE STATION IS LOCATED ABOUT 46.70 KM (29.00 MI) SOUTH OF WISCONSIN
 AI3070'RAPIDS, 37.04 KM (23.00 MI) NORTH OF WISCONSIN DELLS, AND 1.61 KM
 AI3070'(1.00 MI) EAST OF ADAMS IN A GRASS AREA NEAR THE INTERSECTION OF THE
 AI3070'TWO RUNWAYS AT THE ADAMS COUNTY LEGION FIELD AIRPORT. OWNERSHIP--ADAMS
 AI3070'COUNTY.  THE AIRPORT MANAGER IS MIKE SCOTT, TELEPHONE 608 339-3919.
 AI3070'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 (MAIN
 AI3070'STREET) AND NORTH STREET AT THE BOUNDARY OF THE CITIES OF ADAMS AND
 AI3070'FRIENDSHIP, GO EAST 1.61 KM (1.00 MI) ON NORTH STREET (WHICH BECOMES
 AI3070'DEERBORN AVENUE) TO THE INTERSECTION WITH 11TH AVENUE, TURN RIGHT AND
 AI3070'GO SOUTH 0.24 KM (0.15 MI) ON 11TH STREET TO THE AIRPORT ENTRANCE ROAD
 AI3070'ON THE LEFT, TURN LEFT AND GO EAST 0.16 KM (0.10 MI) ON THE ENTRANCE
 AI3070'ROAD TO A CHAIN GATE, CONTINUE EAST 0.08 KM (0.05 MI) ON A
 AI3070'ROAD/TAXIWAY TO THE WEST SIDE OF RUNWAY 15/33, TURN RIGHT AND GO
 AI3070'SOUTH-SOUTHEAST 0.56 KM (0.35 MI) ALONG THE WEST SIDE OF RUNWAY 15/33
 AI3070'TO THE NORTH SIDE OF RUNWAY 08/26, TURN LEFT AND GO EAST 0.16 KM (0.10
 AI3070'MI) ALONG THE NORTH SIDE OF RUNWAY 08/26 TO THE STATION ON THE LEFT.
 AI3070'THE STATION IS A BRONZE WIS DEPT OF TRANSPORTATION GPS GEODETIC
 AI3070'CONTROL STATION DISK SET IN THE TOP OF A 40-CM- (16-INCH-) DIAMETER,
 AI3070'1.8-M- (6-FOOT-) DEEP CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI3070'LEVEL WITH TURF RUNWAY 08/26.  THE STATION IS APPROXIMATELY 51 M
 AI3070'(167.3 FT) NORTH OF THE CENTERLINE OF RUNWAY 08/26, APPROXIMATELY 130
 AI3070'M (426.5 FT) EAST-NORTHEAST OF THE CENTERLINE OF RUNWAY 15/33, ABOUT
 AI3070'17 M (55.8 FT) SOUTH-SOUTHEAST OF THE SOUTH EDGE OF A PINE TREE AND
 AI3070'1.25 M (4.10 FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THE
 AI3070'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 10 DEGREES
 AI3070'ABOVE THE HORIZON.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AI3070'CONTROL STATION.
 AI3070
 AI3070                          STATION RECOVERY (2004)
 AI3070
 AI3070'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 AI3070'DESCRIBED BY WI DEPT OF TRANSP 1999 (CAB) THE STATION IS LOCATED ABOUT
 AI3070'46.70 KM (29.00 MI) SOUTH OF WISCONSIN RAPIDS, 37.04 KM (23.00 MI)
 AI3070'NORTH OF WISCONSIN DELLS, AND 1.61 KM (1.00 MI) EAST OF ADAMS IN A
 AI3070'GRASS AREA NEAR THE INTERSECTION OF THE TWO RUNWAYS AT THE ADAMS
 AI3070'COUNTY LEGION FIELD AIRPORT.  OWNERSHIP--ADAMS COUNTY.  THE AIRPORT
 AI3070'MANAGER IS MIKE SCOTT, TELEPHONE 608 339-3919. TO REACH THE STATION
 AI3070'FROM THE INTERSECTION OF STATE HIGHWAY 13 (MAIN STREET) AND NORTH
 AI3070'STREET AT THE BOUNDARY OF THE CITIES OF ADAMS AND FRIENDSHIP, GO EAST
 AI3070'1.61 KM (1.00 MI) ON NORTH STREET (WHICH BECOMES DEERBORN AVENUE) TO
 AI3070'THE INTERSECTION WITH 11TH AVENUE, TURN RIGHT AND GO SOUTH 0.24 KM
 AI3070'(0.15 MI) ON 11TH STREET TO THE AIRPORT ENTRANCE ROAD ON THE LEFT,
 AI3070'TURN LEFT AND GO EAST 0.16 KM (0.10 MI) ON THE ENTRANCE ROAD TO A
 AI3070'CHAIN GATE, CONTINUE EAST 0.08 KM (0.05 MI) ON A ROAD/TAXIWAY TO THE
 AI3070'WEST SIDE OF RUNWAY 15/33, TURN RIGHT AND GO SOUTH-SOUTHEAST 0.56 KM
 AI3070'(0.35 MI) ALONG THE WEST SIDE OF RUNWAY 15/33 TO THE NORTH SIDE OF
 AI3070'RUNWAY 08/26, TURN LEFT AND GO EAST 0.16 KM (0.10 MI) ALONG THE NORTH
 AI3070'SIDE OF RUNWAY 08/26 TO THE STATION ON THE LEFT. THE STATION IS A
 AI3070'BRONZE WIS DEPT OF TRANSPORTATION GPS GEODETIC CONTROL STATION DISK
 AI3070'SET IN THE TOP OF A 40-CM- (16-INCH-) DIAMETER, 1.8-M- (6-FOOT-) DEEP
 AI3070'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH TURF RUNWAY
 AI3070'08/26.  THE STATION IS APPROXIMATELY 51 M (167.3 FT) NORTH OF THE
 AI3070'CENTERLINE OF RUNWAY 08/26, APPROXIMATELY 130 M (426.5 FT)
 AI3070'EAST-NORTHEAST OF THE CENTERLINE OF RUNWAY 15/33, ABOUT 17 M (55.8 FT)
 AI3070'SOUTH-SOUTHEAST OF THE SOUTH EDGE OF A PINE TREE AND 1.25 M (4.10 FT)
 AI3070'EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THE STATION HAS NO
 AI3070'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 AI3070'HORIZON.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AI3070'STATION.
 AI3070'
 AI3070'RECOVERED AS DESCRIBED. ---NOTE--- THE AIRPORT ENTRANCE ROAD IS ON THE
 AI3070'RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD TO A CHAIN
 AI3070'GATE
 AI3070
 AI3070                          STATION RECOVERY (2010)
 AI3070
 AI3070'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 AI3070'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.3 M EAST AND 0.9
 AI3070'M WEST OF TWO WHITE PLASTIC WITNESS POSTS.  NOTE---RUNWAY 08/26 IS A
 AI3070'TURF RUNWAY
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI3071 ***********************************************************************
 AI3071  SACS        -  This is a Secondary Airport Control Station.
 AI3071  DESIGNATION -  63C C
 AI3071  PID         -  AI3071
 AI3071  STATE/COUNTY-  WI/ADAMS
 AI3071  COUNTRY     -  US
 AI3071  USGS QUAD   -  ADAMS (2018)
 AI3071
 AI3071                         *CURRENT SURVEY CONTROL
 AI3071  ______________________________________________________________________
 AI3071* NAD 83(2011) POSITION- 43 57 26.66168(N) 089 47 12.03236(W)   ADJUSTED
 AI3071* NAD 83(2011) ELLIP HT-   262.740 (meters)        (06/27/12)   ADJUSTED
 AI3071* NAD 83(2011) EPOCH   -  2010.00
 AI3071* NAVD 88 ORTHO HEIGHT -   298.25  (meters)      978.5   (feet) GPS OBS
 AI3071  ______________________________________________________________________
 AI3071  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AI3071  GEOID HEIGHT    -        -35.422 (meters)                     GEOID96
 AI3071  GEOID HEIGHT    -        -35.501 (meters)                     GEOID18
 AI3071  NAD 83(2011) X  -     17,122.834 (meters)                     COMP
 AI3071  NAD 83(2011) Y  - -4,598,919.955 (meters)                     COMP
 AI3071  NAD 83(2011) Z  -  4,404,868.349 (meters)                     COMP
 AI3071  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 AI3071
 AI3071  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3071  Standards:
 AI3071         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3071            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3071  -------------------------------------------------------------------
 AI3071  NETWORK    0.24   0.43           0.11   0.08   0.22      0.07613776
 AI3071  -------------------------------------------------------------------
 AI3071  Click here for local accuracies and other accuracy information.
 AI3071
 AI3071.This mark is at Friendship Airport (63C)
 AI3071
 AI3071.The horizontal coordinates were established by GPS observations
 AI3071.and adjusted by the National Geodetic Survey in June 2012.
 AI3071
 AI3071.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3071.been affixed to the stable North American tectonic plate. See 
 AI3071.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3071
 AI3071.The horizontal coordinates are valid at the epoch date displayed above
 AI3071.which is a decimal equivalence of Year/Month/Day.
 AI3071
 AI3071.The orthometric height was determined by GPS observations and a
 AI3071.high-resolution geoid model.
 AI3071
 AI3071.GPS derived orthometric heights for airport stations designated as
 AI3071.PACS or SACS are published to 2 decimal places.  This maintains
 AI3071.centimeter relative accuracy between the PACS and SACS.  It does
 AI3071.not indicate centimeter accuracy relative to other marks which are
 AI3071.part of the published vertical control network.
 AI3071
 AI3071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3071.GEOID18 height accuracy estimate available here.
 AI3071
 AI3071.Click photographs - Photos may exist for this station.
 AI3071
 AI3071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3071
 AI3071.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3071
 AI3071.The ellipsoidal height was determined by GPS observations
 AI3071.and is referenced to NAD 83.
 AI3071
 AI3071. The following values were computed from the NAD 83(2011) position.
 AI3071
 AI3071;                    North         East     Units Scale Factor Converg.
 AI3071;SPC WI S     -   217,476.370   617,121.802   MT  0.99997964   +0 08 47.7
 AI3071;SPC WI S     -   713,503.72  2,024,673.78   sFT  0.99997964   +0 08 47.7
 AI3071;UTM  16      - 4,870,917.617   276,417.649   MT  1.00021487   -1 56 06.3
 AI3071
 AI3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3071!SPC WI S     -   0.99995880  x   0.99997964  =   0.99993844
 AI3071!UTM  16      -   0.99995880  x   1.00021487  =   1.00017366
 AI3071
 AI3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7641770917(NAD 83)
 AI3071
 AI3071                          SUPERSEDED SURVEY CONTROL
 AI3071
 AI3071  NAD 83(2007)-  43 57 26.66171(N)    089 47 12.03319(W) AD(2002.00) 0
 AI3071  ELLIP H (02/10/07)  262.776  (m)                       GP(2002.00)    
 AI3071  NAD 83(1997)-  43 57 26.66163(N)    089 47 12.03387(W) AD(       ) 1
 AI3071  ELLIP H (11/17/99)  262.786  (m)                       GP(       ) 3 1
 AI3071
 AI3071.Superseded values are not recommended for survey control.
 AI3071
 AI3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3071.See file dsdata.pdf to determine how the superseded data were derived.
 AI3071
 AI3071_MARKER: DD = SURVEY DISK
 AI3071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3071_STAMPING: 63C C 1998
 AI3071_MARK LOGO: WIDT
 AI3071_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3071+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3071
 AI3071  HISTORY     - Date     Condition        Report By
 AI3071  HISTORY     - 1999     MONUMENTED       WIDT
 AI3071
 AI3071                          STATION DESCRIPTION
 AI3071
 AI3071'DESCRIBED BY WI DEPT OF TRANSP 1999 (CAB)
 AI3071'THE STATION IS LOCATED ABOUT 46.70 KM (29.00 MI) SOUTH OF WISCONSIN
 AI3071'RAPIDS, 37.04 KM (23.00 MI) NORTH OF WISCONSIN DELLS, AND 1.61 KM
 AI3071'(1.00 MI) EAST OF ADAMS IN A GRASS AREA NEAR THE SOUTH END OF RUNWAY
 AI3071'15/33 AT THE ADAMS COUNTY LEGION FIELD AIRPORT.  OWNERSHIP--ADAMS
 AI3071'COUNTY.  THE AIRPORT MANAGER IS MIKE SCOTT, TELEPHONE 608 339-3919. TO
 AI3071'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 (MAIN
 AI3071'STREET) AND NORTH STREET AT THE BOUNDARY OF THE CITIES OF ADAMS AND
 AI3071'FRIENDSHIP, GO EAST 1.61 KM (1.00 MI) ON NORTH STREET (WHICH BECOMES
 AI3071'DEERBORN AVENUE) TO THE INTERSECTION WITH 11TH AVENUE, TURN RIGHT AND
 AI3071'GO SOUTH 0.24 KM (0.15 MI) ON 11TH STREET TO THE AIRPORT ENTRANCE ROAD
 AI3071'ON THE LEFT, TURN LEFT AND GO EAST 0.16 KM (0.10 MI) ON THE ENTRANCE
 AI3071'ROAD TO A CHAIN GATE, CONTINUE EAST 0.08 KM (0.05 MI) ON A
 AI3071'ROAD/TAXIWAY TO THE WEST SIDE OF RUNWAY 15/33, TURN RIGHT AND GO
 AI3071'SOUTH-SOUTHEAST 1.0 KM (0.60 MI) ALONG THE WEST SIDE OF RUNWAY 15/33
 AI3071'TO THE STATION ON THE LEFT, ON THE EAST SIDE OF RUNWAY 15/33 AND ABOUT
 AI3071'0.08 KM (0.05 MI) NORTH OF THE SOUTH END OF THE RUNWAY PAVEMENT.  THE
 AI3071'STATION IS A BRONZE WIS DEPT OF TRANSPORTATION GPS GEODETIC CONTROL
 AI3071'STATION DISK SET IN THE TOP OF A 40-CM (16-INCH) DIAMETER, 1.8 M (5.9
 AI3071'FT) DEEP CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 AI3071'RUNWAY 15/33.  THE STATION IS 50.9 M (167.0 FT) EAST-NORTHEAST OF THE
 AI3071'CENTERLINE OF RUNWAY 15/33, 85.9 M (281.8 FT) NORTH OF THE EAST CORNER
 AI3071'OF THE PAVEMENT AT THE SOUTH END OF RUNWAY 15/33, 53.9 M (176.8 FT)
 AI3071'EAST OF THE SECOND RUNWAY LIGHT NORTH OF THE THRESHOLD LIGHTS, 43.8 M
 AI3071'(143.7 FT) NORTH-NORTHEAST OF THE FIRST RUNWAY LIGHT NORTH OF THE
 AI3071'THRESHOLD LIGHTS, APPROXIMATELY 8 M (26.2 FT) EAST-NORTHEAST OF THE
 AI3071'EAST EDGE OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTHWEST OF A
 AI3071'WHITE PLASTIC WITNESS POST. ---NOTE---THE STATION HAS NO VISIBLE
 AI3071'OBSTRUCTION EXTENDING HIGHER THAN 9 DEGREES ABOVE THE HORIZON.  THIS
 AI3071'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN0255 ***********************************************************************
 RN0255  DESIGNATION -  648
 RN0255  PID         -  RN0255
 RN0255  STATE/COUNTY-  WI/DOUGLAS
 RN0255  COUNTRY     -  US
 RN0255  USGS QUAD   -  SUPERIOR (2018)
 RN0255
 RN0255                         *CURRENT SURVEY CONTROL
 RN0255  ______________________________________________________________________
 RN0255* NAD 83(1986) POSITION- 46 40 32.36   (N) 092 00 29.33   (W)   HD_HELD1
 RN0255* NAVD 88 ORTHO HEIGHT -   197.070 (meters)      646.55  (feet) ADJUSTED
 RN0255  ______________________________________________________________________
 RN0255  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 RN0255  DYNAMIC HEIGHT  -        197.094 (meters)      646.63  (feet) COMP
 RN0255  MODELED GRAVITY -    980,727.1   (mgal)                       NAVD 88
 RN0255
 RN0255  VERT ORDER      -  FIRST     CLASS II
 RN0255
 RN0255.The horizontal coordinates were determined by differentially corrected
 RN0255.hand held GPS observations or other comparable positioning techniques
 RN0255.and have an estimated accuracy of +/- 3 meters.
 RN0255
 RN0255.The orthometric height was determined by differential leveling and
 RN0255.adjusted by the NATIONAL GEODETIC SURVEY
 RN0255.in June 1991.
 RN0255
 RN0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0255.GEOID18 height accuracy estimate available here.
 RN0255
 RN0255.Click photographs - Photos may exist for this station.
 RN0255
 RN0255.The dynamic height is computed by dividing the NAVD 88
 RN0255.geopotential number by the normal gravity value computed on the
 RN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0255.degrees latitude (g = 980.6199 gals.).
 RN0255
 RN0255.The modeled gravity was interpolated from observed gravity values.
 RN0255
 RN0255;                    North         East    Units  Estimated Accuracy
 RN0255;SPC WI N     -   169,663.3     446,365.3     MT  (+/- 3 meters HH1 GPS) 
 RN0255
 RN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7586169599(NAD 83)
 RN0255
 RN0255                          SUPERSEDED SURVEY CONTROL
 RN0255
 RN0255  NGVD 29 (??/??/92)  197.075  (m)          646.57   (f) ADJ UNCH    1 2
 RN0255
 RN0255.Superseded values are not recommended for survey control.
 RN0255
 RN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0255.See file dsdata.pdf to determine how the superseded data were derived.
 RN0255
 RN0255_MARKER: P = PIPE CAP
 RN0255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0255_STAMPING: 648 WIS
 RN0255_MARK LOGO: USGS
 RN0255_MAGNETIC: P = MARKER IS A STEEL PIPE
 RN0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0255
 RN0255  HISTORY     - Date     Condition        Report By
 RN0255  HISTORY     - UNK      MONUMENTED       USGS
 RN0255  HISTORY     - 1934     GOOD             CGS
 RN0255  HISTORY     - 1982     MARK NOT FOUND   NGS
 RN0255  HISTORY     - 20020810 MARK NOT FOUND   USPSQD
 RN0255  HISTORY     - 20041213 MARK NOT FOUND   WIDT
 RN0255
 RN0255                          STATION DESCRIPTION
 RN0255
 RN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0255'IN ITASCA.
 RN0255'AT ITASCA, DOUGLAS COUNTY, AT THE NORTHWEST CORNER OF THE INTERSECTION
 RN0255'OF ST. ANTHONY AVENUE AND EAST SECOND STREET, AT THE PUBLIC SCHOOL,
 RN0255'AND IN THE SOUTHEAST CORNER OF THE SCHOOL YARD.  A UNITED STATES
 RN0255'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 648 WIS. AND RIVETED ON THE
 RN0255'TOP OF A 3-1/2-INCH-IRON PIPE.
 RN0255
 RN0255                          STATION RECOVERY (1982)
 RN0255
 RN0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RN0255'NOT RECOVERED, PROBABLY TAKEN OUT BY LANDSCAPING EQUIPMENT.
 RN0255
 RN0255                          STATION RECOVERY (2002)
 RN0255
 RN0255'RECOVERY NOTE BY US POWER SQUADRON 2002 (DCR)
 RN0255'CROSS-STREET(ST. ANTHONY AVENUE) NO LONGER CROSSES SECOND STREET.
 RN0255'BUILDING APPEARS TO BE NO LONGER A SCHOOL.  DEAD-END STREET IS NOW
 RN0255'PART OF A PLAY YARD.  MARK WAS PROBABLY REMOVED BY SITE GRADING.
 RN0255
 RN0255                          STATION RECOVERY (2004)
 RN0255
 RN0255'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RN0255'THE STATION WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0214 ***********************************************************************
 RM0214  DESIGNATION -  650
 RM0214  PID         -  RM0214
 RM0214  STATE/COUNTY-  WI/ASHLAND
 RM0214  COUNTRY     -  US
 RM0214  USGS QUAD   -  ASHLAND WEST (2018)
 RM0214
 RM0214                         *CURRENT SURVEY CONTROL
 RM0214  ______________________________________________________________________
 RM0214* NAD 83(1986) POSITION- 46 35 20.6    (N) 090 53 23.4    (W)   HD_HELD2
 RM0214* NAVD 88 ORTHO HEIGHT -   197.894 (meters)      649.26  (feet) ADJUSTED
 RM0214  ______________________________________________________________________
 RM0214  GEOID HEIGHT    -        -31.677 (meters)                     GEOID18
 RM0214  DYNAMIC HEIGHT  -        197.899 (meters)      649.27  (feet) COMP
 RM0214  MODELED GRAVITY -    980,634.5   (mgal)                       NAVD 88
 RM0214
 RM0214  VERT ORDER      -  FIRST     CLASS II
 RM0214
 RM0214.The horizontal coordinates were established by autonomous hand held GPS
 RM0214.observations and have an estimated accuracy of +/- 10 meters.
 RM0214
 RM0214.The orthometric height was determined by differential leveling and
 RM0214.adjusted by the NATIONAL GEODETIC SURVEY
 RM0214.in June 1991.
 RM0214
 RM0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0214.GEOID18 height accuracy estimate available here.
 RM0214
 RM0214.Click photographs - Photos may exist for this station.
 RM0214
 RM0214.The dynamic height is computed by dividing the NAVD 88
 RM0214.geopotential number by the normal gravity value computed on the
 RM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0214.degrees latitude (g = 980.6199 gals.).
 RM0214
 RM0214.The modeled gravity was interpolated from observed gravity values.
 RM0214
 RM0214;                    North         East    Units  Estimated Accuracy
 RM0214;SPC WI N     -   158,476.      531,809.      MT  (+/- 10 meters HH2 GPS)
 RM0214
 RM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6165061661(NAD 83)
 RM0214
 RM0214                          SUPERSEDED SURVEY CONTROL
 RM0214
 RM0214  NAVD 88 (07/25/13)  197.908  (m)          649.30   (f) SUPERSEDED  2 1
 RM0214  NGVD 29 (??/??/92)  197.902  (m)          649.28   (f) ADJ UNCH    1 2
 RM0214
 RM0214.Superseded values are not recommended for survey control.
 RM0214
 RM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0214.See file dsdata.pdf to determine how the superseded data were derived.
 RM0214
 RM0214_MARKER: DD = SURVEY DISK
 RM0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0214_SP_SET: BUILDING
 RM0214_STAMPING: 650 WIS 1919
 RM0214_MARK LOGO: USGS
 RM0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0214+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2025
 RM0214
 RM0214  HISTORY     - Date     Condition        Report By
 RM0214  HISTORY     - 1919     MONUMENTED       USGS
 RM0214  HISTORY     - 1934     GOOD             CGS
 RM0214  HISTORY     - 1977     GOOD             NGS
 RM0214  HISTORY     - 1982     GOOD             NGS
 RM0214  HISTORY     - 19970626 GOOD             USPSQD
 RM0214  HISTORY     - 20020617 GOOD             USPSQD
 RM0214  HISTORY     - 20031221 GOOD             USPSQD
 RM0214  HISTORY     - 20110814 GOOD             GEOCAC
 RM0214  HISTORY     - 20120612 GOOD             WIDT
 RM0214  HISTORY     - 20250526 GOOD             INDIV
 RM0214
 RM0214                          STATION DESCRIPTION
 RM0214
 RM0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0214'AT ASHLAND.
 RM0214'AT ASHLAND, ASHLAND COUNTY, IN THE EAST FACE OF THE POST OFFICE,
 RM0214'AND AT THE NORTHEAST CORNER OF THE BUILDING.  A UNITED STATES
 RM0214'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 650 WIS. 1919 AND SET
 RM0214'VERTICALLY.
 RM0214
 RM0214                          STATION RECOVERY (1977)
 RM0214
 RM0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 RM0214'RECOVERED IN GOOD CONDITION.
 RM0214
 RM0214                          STATION RECOVERY (1982)
 RM0214
 RM0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0214'NEW POST OFFICE WAS BUILT IN 1939, THE BUILDING IS
 RM0214'NOW THE CITY HALL AND POLICE DEPARTMENT BUILDING, SET IN THE EAST
 RM0214'FACE, 9.5 METERS (31.0 FT) SOUTH OF THE NORTHEAST CORNER OF BUILDING
 RM0214'AT A SMALL JOG IN THE BUILDING WALL, NOTE, NO STAMPING ON DISK.
 RM0214'THE MARK IS 0.61 M ABOVE GROUND.
 RM0214
 RM0214                          STATION RECOVERY (1997)
 RM0214
 RM0214'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0214'RECOVERED IN GOOD CONDITION.
 RM0214
 RM0214                          STATION RECOVERY (2002)
 RM0214
 RM0214'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0214'RECOVERED IN GOOD CONDITION.
 RM0214
 RM0214                          STATION RECOVERY (2003)
 RM0214
 RM0214'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0214'STATION RECOVERED IN GOOD CONDITION.  IN 1939 THE POST OFFICE BUILDING
 RM0214'WAS CONVERTED TO THE ASHLAND CITY HALL AND POLICE DEPARTMENT BUILDING.
 RM0214'IT IS A BROWN STONE BUILDING LOCATED IN THE NORTHWEST QUADRANT OF THE
 RM0214'INTERSECTION OF SIXTH AV W AND MAIN STREET.  THE STATION IS ABOUT 18
 RM0214'FEET WEST OF THE WESTERN CURB OF SIXTH AV W.
 RM0214
 RM0214                          STATION RECOVERY (2011)
 RM0214
 RM0214'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 RM0214'RECOVERED IN GOOD CONDITION.
 RM0214
 RM0214                          STATION RECOVERY (2012)
 RM0214
 RM0214'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0214'RECOVERED IN GOOD CONDITION.
 RM0214
 RM0214                          STATION RECOVERY (2025)
 RM0214
 RM0214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (RH)
 RM0214'VISIBILITY OF THE BENCH MARK IS OBSTRUCTED BY LANDSCAPING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1297 ***********************************************************************
 PN1297  DESIGNATION -  66
 PN1297  PID         -  PN1297
 PN1297  STATE/COUNTY-  WI/PORTAGE
 PN1297  COUNTRY     -  US
 PN1297  USGS QUAD   -  STEVENS POINT (2018)
 PN1297
 PN1297                         *CURRENT SURVEY CONTROL
 PN1297  ______________________________________________________________________
 PN1297* NAD 83(1991) POSITION- 44 32 25.61889(N) 089 32 39.18087(W)   ADJUSTED
 PN1297* NAVD 88 ORTHO HEIGHT -   340.2   (meters)     1116.    (feet) VERTCON3
 PN1297  ______________________________________________________________________
 PN1297  GEOID HEIGHT    -        -35.884 (meters)                     GEOID18
 PN1297  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 PN1297  HORZ ORDER      -  SECOND
 PN1297
 PN1297.The horizontal coordinates were established by classical geodetic methods
 PN1297.and adjusted by the National Geodetic Survey in November 1991.
 PN1297
 PN1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1297
 PN1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1297.GEOID18 height accuracy estimate available here.
 PN1297
 PN1297.Click photographs - Photos may exist for this station.
 PN1297
 PN1297.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1297
 PN1297. The following values were computed from the NAD 83(1991) position.
 PN1297
 PN1297;                    North         East     Units Scale Factor Converg.
 PN1297;SPC WI C     -    78,674.993   636,221.439   MT  0.99995778   +0 19 17.7
 PN1297;SPC WI C     -   258,119.54  2,087,336.50   sFT  0.99995778   +0 19 17.7
 PN1297;UTM  16      - 4,935,050.945   297,879.211   MT  1.00010242   -1 47 06.5
 PN1297
 PN1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1297!SPC WI C     -   0.99995228  x   0.99995778  =   0.99991007
 PN1297!UTM  16      -   0.99995228  x   1.00010242  =   1.00005470
 PN1297
 PN1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9787935050(NAD 83)
 PN1297
 PN1297|---------------------------------------------------------------------|
 PN1297| PID    Reference Object                     Distance      Geod. Az  |
 PN1297|                                                           dddmmss.s |
 PN1297| CS5476 66 RM 1                              13.945 METERS 02957     |
 PN1297| CS5477 66 RM 2                              19.154 METERS 14515     |
 PN1297|---------------------------------------------------------------------|
 PN1297
 PN1297                          SUPERSEDED SURVEY CONTROL
 PN1297
 PN1297  NAD 83(1986)-  44 32 25.61634(N)    089 32 39.19096(W) AD(       ) 2
 PN1297  NGVD 29 (03/14/91)  340.2    (m)         1116.     (f) VERT ANG       
 PN1297
 PN1297.Superseded values are not recommended for survey control.
 PN1297
 PN1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1297.See file dsdata.pdf to determine how the superseded data were derived.
 PN1297
 PN1297_MARKER: DE = TRAVERSE STATION DISK
 PN1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1297_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1297+STABILITY: SURFACE MOTION
 PN1297
 PN1297  HISTORY     - Date     Condition        Report By
 PN1297  HISTORY     - 1982     MONUMENTED       WIDT
 PN1297
 PN1297                          STATION DESCRIPTION
 PN1297
 PN1297'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1297'THE STATION IS LOCATED ON USH 51 RIGHT OF WAY NEAR THE NORTHEAST EDGE
 PN1297'OF STEVENS POINT JUST SOUTHEAST OF THE JUNCTION OF USH 51 AND STH 66.
 PN1297'
 PN1297'TO REACH THE STATION FROM THE CENTER OF THE SOUTHBOUND STRUCTURE ON
 PN1297'USH 51 OVER STH 66 NEAR THE NORTHEAST EDGE OF STEVENS POINT, GO
 PN1297'SOUTH ON USH 51 FOR 0.03 MILE TO THE STATION IN THE MEDIAN NEAR THE
 PN1297'SOUTHEAST CORNER OF THE SOUTHBOUND STRUCTURE.
 PN1297'
 PN1297'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---66 1982---.  THE
 PN1297'SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1297'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 24.0
 PN1297'FEET NORTHEAST OF THE CENTER OF THE SOUTHBOUND ROADWAY OF USH 51, 11.8
 PN1297'FEET SOUTHEAST OF THE SOUTHWEST ENDPOST OF A METAL GUARDRAIL, 11.5
 PN1297'FEET SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE BRIGDE RAIL, 11.0
 PN1297'FEET SOUTHEAST OF A METAL WITNESS POST, AND 5.3 FEET SOUTHEAST
 PN1297'OF THE CENTER OF A CONCRETE FLUME.  THE UNDERGROUND DISK IS SET IN AN
 PN1297'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1297'
 PN1297'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---66 RM 1 1982---
 PN1297'CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CONCRETE BRIDGE RAIL NEAR
 PN1297'THE SOUTHWEST CORNER OF THE NORTHBOUND STRUCTURE OF USH 51.  IT IS
 PN1297'18.4 FEET SOUTHWEST OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH 51,
 PN1297'4.5 FEET NORTHEAST OF THE NORTHEAST ENDPOST OF A METAL GUARDRAIL, 0.9
 PN1297'FEET NORTHWEST OF THE END OF THE CONCRETE BRIDGE RAIL NEAR THE
 PN1297'SOUTHWEST CORNER OF THE NORTHBOUND STRUCTURE OF USH 51, AND 2.5 FEET
 PN1297'HIGHER THAN THE STATION.
 PN1297'
 PN1297'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---66 RM 2 1982---SET
 PN1297'IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1297'IS FLUSH WITH THE GROUND SURFACE.  IT IS 74.6 FEET SOUTHEAST OF A
 PN1297'METAL WITNESS POST, 73.3 FEET SOUTHEAST OF THE END OF A CONCRETE
 PN1297'BRIDGE RAIL NEAR THE SOUTHWEST CORNER OF THE SOUTHBOUND STRUCTURE OF
 PN1297'USH 51, 23.6 FEET NORTHEAST OF THE CENTER OF THE SOUTHBOUND ROADWAY OF
 PN1297'USH 51, AND LEVEL WITH THE STATION.
 PN1297'
 PN1297'NO AZIMUTH MARK WAS SET.
 PN1297'
 PN1297'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.63 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR4142 ***********************************************************************
 DR4142  DESIGNATION -  66 36 A
 DR4142  PID         -  DR4142
 DR4142  STATE/COUNTY-  WI/WASHINGTON
 DR4142  COUNTRY     -  US
 DR4142  USGS QUAD   -  JACKSON (2018)
 DR4142
 DR4142                         *CURRENT SURVEY CONTROL
 DR4142  ______________________________________________________________________
 DR4142* NAD 83(1986) POSITION- 43 15 02.82   (N) 088 10 52.69   (W)   HD_HELD1
 DR4142* NAVD 88 ORTHO HEIGHT -   297.405 (meters)      975.74  (feet) ADJUSTED
 DR4142  ______________________________________________________________________
 DR4142  GEOID HEIGHT    -        -34.850 (meters)                     GEOID18
 DR4142  DYNAMIC HEIGHT  -        297.332 (meters)      975.50  (feet) COMP
 DR4142  MODELED GRAVITY -    980,366.9   (mgal)                       NAVD 88
 DR4142
 DR4142  VERT ORDER      -  SECOND    CLASS I
 DR4142
 DR4142.The horizontal coordinates were determined by differentially corrected
 DR4142.hand held GPS observations or other comparable positioning techniques
 DR4142.and have an estimated accuracy of +/- 3 meters.
 DR4142
 DR4142.The orthometric height was determined by differential leveling and
 DR4142.adjusted by the NATIONAL GEODETIC SURVEY
 DR4142.in July 2020.
 DR4142
 DR4142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4142.GEOID18 height accuracy estimate available here.
 DR4142
 DR4142.Click photographs - Photos may exist for this station.
 DR4142
 DR4142.The dynamic height is computed by dividing the NAVD 88
 DR4142.geopotential number by the normal gravity value computed on the
 DR4142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4142.degrees latitude (g = 980.6199 gals.).
 DR4142
 DR4142.The modeled gravity was interpolated from observed gravity values.
 DR4142
 DR4142;                    North         East    Units  Estimated Accuracy
 DR4142;SPC WI S     -   140,560.3     747,672.6     MT  (+/- 3 meters HH1 GPS) 
 DR4142
 DR4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0410689341(NAD 83)
 DR4142
 DR4142                          SUPERSEDED SURVEY CONTROL
 DR4142
 DR4142.No superseded survey control is available for this station.
 DR4142
 DR4142_MARKER: DD = SURVEY DISK
 DR4142_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR4142_SP_SET: PARAPET WALL
 DR4142_STAMPING: 66 36 A 2019
 DR4142_MARK LOGO: WIDT
 DR4142_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR4142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4142+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2019
 DR4142
 DR4142  HISTORY     - Date     Condition        Report By
 DR4142  HISTORY     - 2019     MONUMENTED       WIDT
 DR4142  HISTORY     - 20190909 GOOD             WIDT
 DR4142
 DR4142                          STATION DESCRIPTION
 DR4142
 DR4142'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR4142'THE STATION IS LOCATED 11 MI (17.7 KM) SOUTHEAST OF HARTFORD, 5 MI
 DR4142'(8.0 KM) SOUTH OF JACKSON, AND 4 MI (6.4 KM) NORTHWEST OF GERMANTOWN.
 DR4142'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 41 AND US
 DR4142'HIGHWAY 45 WITH STATE HIGHWAY 167 (HOLY HILL ROAD) (EXIT 57), ABOUT 6
 DR4142'MI (9.7 KM) NORTHWEST OF THE CITY OF MENOMONEE FALLS AND JUST EAST OF
 DR4142'THE VILLAGE OF RICHFIELD.
 DR4142'
 DR4142'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR4142'SURVEY DISK SET IN THE EAST END OF THE NORTH PARAPET WALL OF THE STATE
 DR4142'HIGHWAY 167 (HOLY HILL ROAD) STRUCTURE B-66-36-69 OVER INTERSTATE
 DR4142'HIGHWAY 41 AND US HIGHWAY 45, APPROXIMATELY 0.75 M (2.5 FT) ABOVE THE
 DR4142'ROAD PAVEMENT GRADE.
 DR4142'
 DR4142'THE STATION IS 6.3 M (20.7 FT) NORTH OF THE MEDIAN CURB OF STATE
 DR4142'HIGHWAY 167 (HOLY HILL ROAD), 4.5 M (14.8 FT) EAST OF THE EAST END OF
 DR4142'THE BRIDGE SPAN PARAPET WALL, AND 1.5 M (4.9 FT) WEST OF THE WEST END
 DR4142'OF THE PARAPET WALL.
 DR4142'
 DR4142'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DR4142'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4498 ***********************************************************************
 DQ4498  DESIGNATION -  67 204 83
 DQ4498  PID         -  DQ4498
 DQ4498  STATE/COUNTY-  WI/WAUKESHA
 DQ4498  COUNTRY     -  US
 DQ4498  USGS QUAD   -  MUKWONAGO (2018)
 DQ4498
 DQ4498                         *CURRENT SURVEY CONTROL
 DQ4498  ______________________________________________________________________
 DQ4498* NAD 83(1986) POSITION- 42 51 21.90   (N) 088 19 55.91   (W)   HD_HELD1
 DQ4498* NAVD 88 ORTHO HEIGHT -   242.398 (meters)      795.27  (feet) ADJUSTED
 DQ4498  ______________________________________________________________________
 DQ4498  GEOID HEIGHT    -        -34.489 (meters)                     GEOID18
 DQ4498  DYNAMIC HEIGHT  -        242.331 (meters)      795.05  (feet) COMP
 DQ4498  MODELED GRAVITY -    980,335.8   (mgal)                       NAVD 88
 DQ4498
 DQ4498  VERT ORDER      -  SECOND    CLASS I
 DQ4498
 DQ4498.The horizontal coordinates were determined by differentially corrected
 DQ4498.hand held GPS observations or other comparable positioning techniques
 DQ4498.and have an estimated accuracy of +/- 3 meters.
 DQ4498
 DQ4498.The orthometric height was determined by differential leveling and
 DQ4498.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4498.in March 2017.
 DQ4498
 DQ4498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4498.GEOID18 height accuracy estimate available here.
 DQ4498
 DQ4498.Click photographs - Photos may exist for this station.
 DQ4498
 DQ4498.The dynamic height is computed by dividing the NAVD 88
 DQ4498.geopotential number by the normal gravity value computed on the
 DQ4498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4498.degrees latitude (g = 980.6199 gals.).
 DQ4498
 DQ4498.The modeled gravity was interpolated from observed gravity values.
 DQ4498
 DQ4498;                    North         East    Units  Estimated Accuracy
 DQ4498;SPC WI S     -    96,466.2     736,299.1     MT  (+/- 3 meters HH1 GPS) 
 DQ4498
 DQ4498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9116045693(NAD 83)
 DQ4498
 DQ4498                          SUPERSEDED SURVEY CONTROL
 DQ4498
 DQ4498.No superseded survey control is available for this station.
 DQ4498
 DQ4498_MARKER: DD = SURVEY DISK
 DQ4498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4498_SP_SET: BRIDGE DECK
 DQ4498_STAMPING: 67 204 83 2013
 DQ4498_MARK LOGO: WIDT
 DQ4498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4498+STABILITY: SURFACE MOTION
 DQ4498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4498+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2016
 DQ4498
 DQ4498  HISTORY     - Date     Condition        Report By
 DQ4498  HISTORY     - 1983     MONUMENTED       WIDT
 DQ4498  HISTORY     - 20160711 GOOD             WIDT
 DQ4498
 DQ4498                          STATION DESCRIPTION
 DQ4498
 DQ4498'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4498'THE STATION IS LOCATED IN THE VILLAGE OF MUKWONAGO, APPROXIMATELY 8 MI
 DQ4498'(12.9 KM) NORTHWEST OF WATERFORD AND 7 MI (11.3 KM) EAST OF EAGLE.
 DQ4498'
 DQ4498'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 83 (ROCHESTER
 DQ4498'STREET) WITH COUNTY HIGHWAY (MAIN STREET) AND FOX STREET IN THE
 DQ4498'VILLAGE OF MUKWONAGO, GO SOUTH ON COUNTY HIGHWAY ES (MAIN STREET) FOR
 DQ4498'0.5 MI (0.8 KM) TO A BRIDGE OVER THE MUKWONAGO RIVER AND THE STATION
 DQ4498'ON THE LEFT.
 DQ4498'
 DQ4498'THE STATION IS 7.8 M (25.6 FT) EAST OF THE CENTERLINE OF COUNTY
 DQ4498'HIGHWAY ES (MAIN STREET), 9.5 M (31.2 FT) NORTH OF A -NO PARKING
 DQ4498'BETWEEN SIGNS- SIGN AND 10 CM (4 INCHES) WEST OF THE BASE OF THE EAST
 DQ4498'PARAPET WALL OF THE BRIDGE.
 DQ4498'
 DQ4498'NOTE-THIS STATION IS OBSTRUCTED BY OVERHEAD POWER LINES TO THE SOUTH
 DQ4498'AND SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DQ4498'
 DQ4498'NOTE 2-THE DATUM POINT OF THE SURVEY DISK WAS USED AS A DECIMAL POINT
 DQ4498'FOR AN APPARENT LOCALLY DETERMINED ELEVATION THAT WAS ON THE DISK BY
 DQ4498'ANOTHER PARTY.
 DQ4498'
 DQ4498'NOTE 3-THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF
 DQ4498'TRANSPORTATION SURVEY DISK SET IN THE SOUTHEAST CORNER OF THE BRIDGE
 DQ4498'DECK OF THE STRUCTURE B-67-204-83.  SETTING DATE WAS IN 1983 WISCONSIN
 DQ4498'DEPARTMENT OF TRANSPORTATION SURVEY TEAM ADDED A STAMPING DATE OF
 DQ4498'2013.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4499 ***********************************************************************
 DQ4499  DESIGNATION -  67 321
 DQ4499  PID         -  DQ4499
 DQ4499  STATE/COUNTY-  WI/WAUKESHA
 DQ4499  COUNTRY     -  US
 DQ4499  USGS QUAD   -  GENESEE (2018)
 DQ4499
 DQ4499                         *CURRENT SURVEY CONTROL
 DQ4499  ______________________________________________________________________
 DQ4499* NAD 83(1986) POSITION- 42 57 29.99   (N) 088 21 33.90   (W)   HD_HELD1
 DQ4499* NAVD 88 ORTHO HEIGHT -   262.141 (meters)      860.04  (feet) ADJUSTED
 DQ4499  ______________________________________________________________________
 DQ4499  GEOID HEIGHT    -        -34.523 (meters)                     GEOID18
 DQ4499  DYNAMIC HEIGHT  -        262.070 (meters)      859.81  (feet) COMP
 DQ4499  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 DQ4499
 DQ4499  VERT ORDER      -  SECOND    CLASS I
 DQ4499
 DQ4499.The horizontal coordinates were determined by differentially corrected
 DQ4499.hand held GPS observations or other comparable positioning techniques
 DQ4499.and have an estimated accuracy of +/- 3 meters.
 DQ4499
 DQ4499.The orthometric height was determined by differential leveling and
 DQ4499.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4499.in March 2017.
 DQ4499
 DQ4499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4499.GEOID18 height accuracy estimate available here.
 DQ4499
 DQ4499.Click photographs - Photos may exist for this station.
 DQ4499
 DQ4499.The dynamic height is computed by dividing the NAVD 88
 DQ4499.geopotential number by the normal gravity value computed on the
 DQ4499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4499.degrees latitude (g = 980.6199 gals.).
 DQ4499
 DQ4499.The modeled gravity was interpolated from observed gravity values.
 DQ4499
 DQ4499;                    North         East    Units  Estimated Accuracy
 DQ4499;SPC WI S     -   107,778.3     733,851.4     MT  (+/- 3 meters HH1 GPS) 
 DQ4499
 DQ4499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8912057083(NAD 83)
 DQ4499
 DQ4499                          SUPERSEDED SURVEY CONTROL
 DQ4499
 DQ4499.No superseded survey control is available for this station.
 DQ4499
 DQ4499_MARKER: DD = SURVEY DISK
 DQ4499_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4499_SP_SET: PARAPET WALL
 DQ4499_STAMPING: 67 321 2013
 DQ4499_MARK LOGO: WIDT
 DQ4499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4499+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2016
 DQ4499
 DQ4499  HISTORY     - Date     Condition        Report By
 DQ4499  HISTORY     - 2011     MONUMENTED       WIDT
 DQ4499  HISTORY     - 20160707 GOOD             WIDT
 DQ4499
 DQ4499                          STATION DESCRIPTION
 DQ4499
 DQ4499'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4499'THE STATION IS LOCATED 7 MI (11.3 KM) SOUTHWEST OF WAUKESHA, 6 MI (9.7
 DQ4499'KM) NORTH OF MUKWONAGO AND 3 MI (4.8 KM) NORTHEAST OF NORTH PRAIRIE.
 DQ4499'
 DQ4499'TO REACH THE STATION FROM THE ROUND-A-BOUT JUNCTION OF STATE HIGHWAY
 DQ4499'59 WITH STATE HIGHWAY 83, GO NORTHEAST ON STATE HIGHWAY 59 FOR ABOUT
 DQ4499'175 FT (53.3 M) TO A BRIDGE OVER AN INTERMITTENT STREAM AND THE
 DQ4499'STATION ON THE LEFT.
 DQ4499'
 DQ4499'THE STATION IS 8.9 M (29.2 FT) NORTH OF THE NORTH CONCRETE CURB OF
 DQ4499'WESTBOUND STATE HIGHWAY 59, 7.8 M (25.6 FT) NORTHWEST OF A TIGER BOARD
 DQ4499'SIGN AND 1.3 M (4.3 FT) WEST OF THE EAST END OF THE PARAPET WALL AND
 DQ4499'AN END POST FOR A CYCLONE FENCE.
 DQ4499'
 DQ4499'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4499'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTHEAST EXTENDING
 DQ4499'TO 45 DEGREES ABOVE THE HORIZON.
 DQ4499'
 DQ4499'NOTE-THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4499'VERTICAL CONTROL SURVEY DISK SET IN THE TOP OF THE EAST END OF THE
 DQ4499'NORTH PARAPET WALL OF THE BRIDGE B-67-321 OVER A SMALL STREAM.
 DQ4499'SETTING DATE WAS IN 2011 WISCONSIN DEPARTMENT OF TRANSPORTATION SURVEY
 DQ4499'TEAM ADDED A STAMPING DATE OF 2013.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0226 ***********************************************************************
 RM0226  DESIGNATION -  672.26
 RM0226  PID         -  RM0226
 RM0226  STATE/COUNTY-  WI/ASHLAND
 RM0226  COUNTRY     -  US
 RM0226  USGS QUAD   -  ASHLAND EAST (2018)
 RM0226
 RM0226                         *CURRENT SURVEY CONTROL
 RM0226  ______________________________________________________________________
 RM0226* NAD 83(1986) POSITION- 46 35 29.     (N) 090 52 09.     (W)   SCALED
 RM0226* NAVD 88 ORTHO HEIGHT -   204.654 (meters)      671.44  (feet) ADJUSTED
 RM0226  ______________________________________________________________________
 RM0226  GEOID HEIGHT    -        -31.714 (meters)                     GEOID18
 RM0226  DYNAMIC HEIGHT  -        204.659 (meters)      671.45  (feet) COMP
 RM0226  MODELED GRAVITY -    980,635.0   (mgal)                       NAVD 88
 RM0226
 RM0226  VERT ORDER      -  SECOND    CLASS 0
 RM0226
 RM0226.The horizontal coordinates were scaled from a map and have
 RM0226.an estimated accuracy of +/- 6 seconds.
 RM0226
 RM0226.The orthometric height was determined by differential leveling and
 RM0226.adjusted by the NATIONAL GEODETIC SURVEY
 RM0226.in June 1991.
 RM0226
 RM0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0226.GEOID18 height accuracy estimate available here.
 RM0226
 RM0226.Click photographs - Photos may exist for this station.
 RM0226
 RM0226.The dynamic height is computed by dividing the NAVD 88
 RM0226.geopotential number by the normal gravity value computed on the
 RM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0226.degrees latitude (g = 980.6199 gals.).
 RM0226
 RM0226.The modeled gravity was interpolated from observed gravity values.
 RM0226
 RM0226;                    North         East    Units  Estimated Accuracy
 RM0226;SPC WI N     -   158,720.      533,400.      MT  (+/- 180 meters Scaled)
 RM0226
 RM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM632619(NAD 83)
 RM0226
 RM0226                          SUPERSEDED SURVEY CONTROL
 RM0226
 RM0226  NGVD 29 (??/??/92)  204.666  (m)          671.48   (f) ADJ UNCH    2 0
 RM0226
 RM0226.Superseded values are not recommended for survey control.
 RM0226
 RM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0226.See file dsdata.pdf to determine how the superseded data were derived.
 RM0226
 RM0226_MARKER: Q = CHISELED SQUARE
 RM0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0226_SP_SET: BRIDGE
 RM0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0226
 RM0226  HISTORY     - Date     Condition        Report By
 RM0226  HISTORY     - UNK      MONUMENTED       USGS
 RM0226  HISTORY     - 1934     GOOD             CGS
 RM0226  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 RM0226  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 RM0226  HISTORY     - 20041109 MARK NOT FOUND   WIDT
 RM0226
 RM0226                          STATION DESCRIPTION
 RM0226
 RM0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0226'0.8 MI SE FROM ASHLAND.
 RM0226'0.8 MILE SOUTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 RM0226'STE. MARIE RAILWAY FROM THE STATION AT ASHLAND, ASHLAND COUNTY,
 RM0226'AT THE OVERHEAD CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY,
 RM0226'EAST OF THE M., ST.P. AND S.S.M.RY. MAIN TRACK, AT THE EAST
 RM0226'END OF THE FIRST SPAN OF THE BRIDGE, AND ON THE TOP OF THE
 RM0226'SOUTH END OF THE CONCRETE BASE OF THE STEEL BENT.  A CHISELED
 RM0226'SQUARE.
 RM0226
 RM0226                          STATION RECOVERY (1997)
 RM0226
 RM0226'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0226'MARK NOT FOUND.
 RM0226
 RM0226                          STATION RECOVERY (2002)
 RM0226
 RM0226'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0226'MARK NOT FOUND.
 RM0226
 RM0226                          STATION RECOVERY (2004)
 RM0226
 RM0226'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0226'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK7459 ***********************************************************************
 DK7459  DESIGNATION -  6942 A
 DK7459  PID         -  DK7459
 DK7459  STATE/COUNTY-  WI/DOUGLAS
 DK7459  COUNTRY     -  US
 DK7459  USGS QUAD   -  WEST DULUTH (2019)
 DK7459
 DK7459                         *CURRENT SURVEY CONTROL
 DK7459  ______________________________________________________________________
 DK7459* NAD 83(1986) POSITION- 46 39 24.     (N) 092 12 00.     (W)   SCALED
 DK7459* NAVD 88 ORTHO HEIGHT -   198.596 (meters)      651.56  (feet) ADJUSTED
 DK7459  ______________________________________________________________________
 DK7459  GEOID HEIGHT    -        -28.199 (meters)                     GEOID18
 DK7459  DYNAMIC HEIGHT  -        198.617 (meters)      651.63  (feet) COMP
 DK7459  MODELED GRAVITY -    980,715.7   (mgal)                       NAVD 88
 DK7459
 DK7459  VERT ORDER      -  SECOND    CLASS I
 DK7459
 DK7459.The horizontal coordinates were scaled from a map and have
 DK7459.an estimated accuracy of +/- 6 seconds.
 DK7459
 DK7459.The orthometric height was determined by differential leveling and
 DK7459.adjusted by the NATIONAL GEODETIC SURVEY
 DK7459.in February 2009.
 DK7459
 DK7459.No vertical observational check was made to the station.
 DK7459
 DK7459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7459.GEOID18 height accuracy estimate available here.
 DK7459
 DK7459.Click photographs - Photos may exist for this station.
 DK7459
 DK7459.The dynamic height is computed by dividing the NAVD 88
 DK7459.geopotential number by the normal gravity value computed on the
 DK7459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7459.degrees latitude (g = 980.6199 gals.).
 DK7459
 DK7459.The modeled gravity was interpolated from observed gravity values.
 DK7459
 DK7459;                    North         East    Units  Estimated Accuracy
 DK7459;SPC WI N     -   167,940.      431,630.      MT  (+/- 180 meters Scaled)
 DK7459
 DK7459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM612673(NAD 83)
 DK7459
 DK7459                          SUPERSEDED SURVEY CONTROL
 DK7459
 DK7459.No superseded survey control is available for this station.
 DK7459
 DK7459_MARKER: DV = VERTICAL CONTROL DISK
 DK7459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK7459_SP_SET: FOOTING
 DK7459_STAMPING: 6942 A 1993
 DK7459_MARK LOGO: MNDT
 DK7459_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7459+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DK7459
 DK7459  HISTORY     - Date     Condition        Report By
 DK7459  HISTORY     - 1993     MONUMENTED       MNDT
 DK7459  HISTORY     - 19930607 GOOD             MNDT
 DK7459
 DK7459                          STATION DESCRIPTION
 DK7459
 DK7459'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 DK7459'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHEAST OF FROGNER, 8.5
 DK7459'MI (13.7 KM) EAST-SOUTHEAST OF ESKO AND 5.5 MI (8.8 KM) SOUTH OF WEST
 DK7459'DULUTH IN THE TOWN OF OLIVER WISCONSIN, 500.0 FT (152.4 M) WEST ALONG
 DK7459'COUNTY ROAD FROM THE JUNCTION OF TRUNK HIGHWAY 105 AND COUNTY ROAD
 DK7459'WEST (SOUTH CHICAGO AVENUE), 56.4 FT (17.2 M) NORTH OF NORTH RAIL OF
 DK7459'RAILROAD TRACK, 2.2 FT (0.7 M) SOUTH OF SOUTH POLE OF HIGH TENSION
 DK7459'LINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4454 ***********************************************************************
 DL4454  DESIGNATION -  6A01
 DL4454  PID         -  DL4454
 DL4454  STATE/COUNTY-  WI/POLK
 DL4454  COUNTRY     -  US
 DL4454  USGS QUAD   -  CENTURIA (2018)
 DL4454
 DL4454                         *CURRENT SURVEY CONTROL
 DL4454  ______________________________________________________________________
 DL4454* NAD 83(1986) POSITION- 45 23 24.80   (N) 092 36 37.23   (W)   HD_HELD1
 DL4454* NAVD 88 ORTHO HEIGHT -   352.857 (meters)     1157.67  (feet) ADJUSTED
 DL4454  ______________________________________________________________________
 DL4454  GEOID HEIGHT    -        -27.763 (meters)                     GEOID18
 DL4454  DYNAMIC HEIGHT  -        352.861 (meters)     1157.68  (feet) COMP
 DL4454  MODELED GRAVITY -    980,616.6   (mgal)                       NAVD 88
 DL4454
 DL4454  VERT ORDER      -  SECOND    CLASS I
 DL4454
 DL4454.The horizontal coordinates were determined by differentially corrected
 DL4454.hand held GPS observations or other comparable positioning techniques
 DL4454.and have an estimated accuracy of +/- 3 meters.
 DL4454
 DL4454.The orthometric height was determined by differential leveling and
 DL4454.adjusted by the WI DEPT OF TRANSP
 DL4454.in May 2012.
 DL4454
 DL4454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4454.GEOID18 height accuracy estimate available here.
 DL4454
 DL4454.Click photographs - Photos may exist for this station.
 DL4454
 DL4454.The dynamic height is computed by dividing the NAVD 88
 DL4454.geopotential number by the normal gravity value computed on the
 DL4454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4454.degrees latitude (g = 980.6199 gals.).
 DL4454
 DL4454.The modeled gravity was interpolated from observed gravity values.
 DL4454
 DL4454;                    North         East    Units  Estimated Accuracy
 DL4454;SPC WI C     -   176,290.0     395,623.8     MT  (+/- 3 meters HH1 GPS) 
 DL4454
 DL4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3050126374(NAD 83)
 DL4454
 DL4454                          SUPERSEDED SURVEY CONTROL
 DL4454
 DL4454.No superseded survey control is available for this station.
 DL4454
 DL4454_MARKER: DD = SURVEY DISK
 DL4454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4454_STAMPING: 6A01 2006
 DL4454_MARK LOGO: WIDT
 DL4454_PROJECTION: FLUSH
 DL4454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4454+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2015
 DL4454
 DL4454  HISTORY     - Date     Condition        Report By
 DL4454  HISTORY     - 2005     MONUMENTED       WIDT
 DL4454  HISTORY     - 20070925 GOOD             WIDT
 DL4454  HISTORY     - 20150413 GOOD             AME
 DL4454
 DL4454                          STATION DESCRIPTION
 DL4454
 DL4454'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4454'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF
 DL4454'CENTURIA, 2.6 MI (4.2 KM) NORTH-NORTHEAST OF DRESSER AND 2.0 MI (3.2
 DL4454'KM) SOUTHEAST OF SAINT CROIX FALLS.
 DL4454'
 DL4454'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4454'HIGHWAY 35 ON THE SOUTHEAST SIDE OF THE CITY OF SAINT CROIX FALLS, GO
 DL4454'EAST ON US HIGHWAY 8 FOR 1.3 MI (2.1 KM) TO 220TH STREET.  TURN RIGHT
 DL4454'AND GO SOUTH ON 220TH STREET FOR 0.5 MI (0.8 KM) TO 125TH AVENUE LEFT.
 DL4454'TURN LEFT AND GO EAST ON 125TH AVENUE FOR 44 M (144.4 FT) TO THE
 DL4454'STATION ON THE LEFT.
 DL4454'
 DL4454'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4454'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4454'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4454'0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT, 7.7 M (25.3 FT) NORTH OF
 DL4454'THE CENTERLINE OF 125TH AVENUE, 43.6 M (143.0 FT) EAST OF THE
 DL4454'CENTERLINE OF 220TH STREET, 28.6 M (93.8 FT) NORTHWEST OF POWER POLE
 DL4454'NUMBER NB05, 28.3 M (92.8 FT) EAST OF A STOP SIGN POST, 22.3 M (73.2
 DL4454'FT) NORTHWEST OF A SPEED LIMIT 45 SIGN POST, 1.8 M (5.9 FT) SOUTH OF A
 DL4454'CULTIVATED FIELD AND 1.0 M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF
 DL4454'A WHITE PLASTIC WITNESS POST.
 DL4454'
 DL4454'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4454'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES SOUTH OF THE STATION
 DL4454'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DL4454
 DL4454                          STATION RECOVERY (2015)
 DL4454
 DL4454'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2015 (BDN)
 DL4454'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4453 ***********************************************************************
 DL4453  DESIGNATION -  6A02
 DL4453  PID         -  DL4453
 DL4453  STATE/COUNTY-  WI/POLK
 DL4453  COUNTRY     -  US
 DL4453  USGS QUAD   -  CENTURIA (2018)
 DL4453
 DL4453                         *CURRENT SURVEY CONTROL
 DL4453  ______________________________________________________________________
 DL4453* NAD 83(1986) POSITION- 45 22 57.94   (N) 092 35 04.59   (W)   HD_HELD1
 DL4453* NAVD 88 ORTHO HEIGHT -   364.727 (meters)     1196.61  (feet) ADJUSTED
 DL4453  ______________________________________________________________________
 DL4453  GEOID HEIGHT    -        -27.854 (meters)                     GEOID18
 DL4453  DYNAMIC HEIGHT  -        364.729 (meters)     1196.62  (feet) COMP
 DL4453  MODELED GRAVITY -    980,609.7   (mgal)                       NAVD 88
 DL4453
 DL4453  VERT ORDER      -  SECOND    CLASS I
 DL4453
 DL4453.The horizontal coordinates were determined by differentially corrected
 DL4453.hand held GPS observations or other comparable positioning techniques
 DL4453.and have an estimated accuracy of +/- 3 meters.
 DL4453
 DL4453.The orthometric height was determined by differential leveling and
 DL4453.adjusted by the WI DEPT OF TRANSP
 DL4453.in May 2012.
 DL4453
 DL4453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4453.GEOID18 height accuracy estimate available here.
 DL4453
 DL4453.Click photographs - Photos may exist for this station.
 DL4453
 DL4453.The dynamic height is computed by dividing the NAVD 88
 DL4453.geopotential number by the normal gravity value computed on the
 DL4453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4453.degrees latitude (g = 980.6199 gals.).
 DL4453
 DL4453.The modeled gravity was interpolated from observed gravity values.
 DL4453
 DL4453;                    North         East    Units  Estimated Accuracy
 DL4453;SPC WI C     -   175,396.8     397,611.5     MT  (+/- 3 meters HH1 GPS) 
 DL4453
 DL4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3252025555(NAD 83)
 DL4453
 DL4453                          SUPERSEDED SURVEY CONTROL
 DL4453
 DL4453.No superseded survey control is available for this station.
 DL4453
 DL4453_MARKER: DD = SURVEY DISK
 DL4453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4453_STAMPING: 6A02 2006
 DL4453_MARK LOGO: WIDT
 DL4453_PROJECTION: FLUSH
 DL4453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4453+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2007
 DL4453
 DL4453  HISTORY     - Date     Condition        Report By
 DL4453  HISTORY     - 2005     MONUMENTED       WIDT
 DL4453  HISTORY     - 20070925 GOOD             WIDT
 DL4453
 DL4453                          STATION DESCRIPTION
 DL4453
 DL4453'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4453'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTH OF NYE, 3.3 MI (5.3
 DL4453'KM) SOUTHEAST OF SAINT CROIX FALLS AND 3.0 MI (4.9 KM) NORTHEAST OF
 DL4453'DRESSER.
 DL4453'
 DL4453'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4453'HIGHWAY 35 NORTH, APPROXIMATELY 4 MI (6.4 KM) EAST OF THE CITY OF
 DL4453'SAINT CROIX FALLS, GO WEST ON US HIGHWAY 8 AND STATE HIGHWAY 35 FOR
 DL4453'1.5 MI (2.4 KM) TO 208TH STREET.  TURN LEFT AND GO SOUTH ON 208TH
 DL4453'STREET FOR 1.0 MI (1.6 KM) TO 120TH AVENUE LEFT.  TURN LEFT AND GO
 DL4453'EAST ON 120TH AVENUE FOR 46 M (150.9 FT) TO THE STATION ON THE LEFT.
 DL4453'
 DL4453'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4453'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4453'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4453'0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT, 9.5 M (31.2 FT) NORTH OF
 DL4453'THE CENTERLINE OF 120TH AVENUE, 45.7 M (149.9 FT) EAST OF THE
 DL4453'CENTERLINE OF 208TH STREET, APPROXIMATELY 68.0 M (223.1 FT) WEST OF A
 DL4453'STOP AHEAD SIGN POST, 34.2 M (112.2 FT) EAST OF A STOP SIGN POST, 23.8
 DL4453'M (78.1 FT) NORTHEAST OF AN AXLE WEIGHT LIMIT SIGN POST, 12.6 M (41.3
 DL4453'FT) EAST OF TELEPHONE PEDESTAL NUMBER 3737 F0 NEXT TO AN ORANGE
 DL4453'WARNING FIBER OPTIC CABLE SIGN POST AND 1.0 M (3.3 FT) EAST AND WEST
 DL4453'OF A WHITE PLASTIC WITNESS POST.
 DL4453'
 DL4453'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4453'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4452 ***********************************************************************
 DL4452  DESIGNATION -  6A03
 DL4452  PID         -  DL4452
 DL4452  STATE/COUNTY-  WI/POLK
 DL4452  COUNTRY     -  US
 DL4452  USGS QUAD   -  CENTURIA (2018)
 DL4452
 DL4452                         *CURRENT SURVEY CONTROL
 DL4452  ______________________________________________________________________
 DL4452* NAD 83(1986) POSITION- 45 22 56.87   (N) 092 31 49.55   (W)   HD_HELD1
 DL4452* NAVD 88 ORTHO HEIGHT -   366.383 (meters)     1202.04  (feet) ADJUSTED
 DL4452  ______________________________________________________________________
 DL4452  GEOID HEIGHT    -        -28.056 (meters)                     GEOID18
 DL4452  DYNAMIC HEIGHT  -        366.381 (meters)     1202.04  (feet) COMP
 DL4452  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 DL4452
 DL4452  VERT ORDER      -  SECOND    CLASS I
 DL4452
 DL4452.The horizontal coordinates were determined by differentially corrected
 DL4452.hand held GPS observations or other comparable positioning techniques
 DL4452.and have an estimated accuracy of +/- 3 meters.
 DL4452
 DL4452.The orthometric height was determined by differential leveling and
 DL4452.adjusted by the WI DEPT OF TRANSP
 DL4452.in May 2012.
 DL4452
 DL4452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4452.GEOID18 height accuracy estimate available here.
 DL4452
 DL4452.Click photographs - Photos may exist for this station.
 DL4452
 DL4452.The dynamic height is computed by dividing the NAVD 88
 DL4452.geopotential number by the normal gravity value computed on the
 DL4452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4452.degrees latitude (g = 980.6199 gals.).
 DL4452
 DL4452.The modeled gravity was interpolated from observed gravity values.
 DL4452
 DL4452;                    North         East    Units  Estimated Accuracy
 DL4452;SPC WI C     -   175,230.2     401,851.5     MT  (+/- 3 meters HH1 GPS) 
 DL4452
 DL4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3676225545(NAD 83)
 DL4452
 DL4452                          SUPERSEDED SURVEY CONTROL
 DL4452
 DL4452.No superseded survey control is available for this station.
 DL4452
 DL4452_MARKER: DD = SURVEY DISK
 DL4452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4452_STAMPING: 6A03 2006
 DL4452_MARK LOGO: WIDT
 DL4452_PROJECTION: FLUSH
 DL4452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4452+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DL4452
 DL4452  HISTORY     - Date     Condition        Report By
 DL4452  HISTORY     - 2005     MONUMENTED       WIDT
 DL4452  HISTORY     - 20070926 GOOD             WIDT
 DL4452
 DL4452                          STATION DESCRIPTION
 DL4452
 DL4452'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4452'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF BALSAM LAKE,
 DL4452'5.3 MI (8.5 KM) NORTH-NORTHEAST OF NYE AND 4.9 MI (7.9 KM)
 DL4452'SOUTH-SOUTHEAST OF CENTURIA.
 DL4452'
 DL4452'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4452'HIGHWAY 35 NORTH, APPROXIMATELY 4 MI (6.4 KM) EAST OF THE CITY OF
 DL4452'SAINT CROIX FALLS, GO WEST ON US HIGHWAY 8 AND STATE HIGHWAY 35 FOR
 DL4452'0.5 MI (0.8 KM) TO COUNTY HIGHWAY Y LEFT.  TURN LEFT AND GO SOUTH AND
 DL4452'EAST ON COUNTY HIGHWAY Y FOR 1.7 MI (2.7 KM) TO COUNTY HIGHWAY Y RIGHT
 DL4452'AND 120TH AVENUE AHEAD.  CONTINUE EAST ON 120TH AVENUE FOR 0.5 MI (0.8
 DL4452'KM) TO 185TH STREET RIGHT.  CONTINUE EAST ON 120TH AVENUE FOR 0.4 MI
 DL4452'(0.6 KM) TO THE STATION ON THE LEFT.
 DL4452'
 DL4452'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4452'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4452'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4452'0.2 M (0.7 FT) LOWER THAN THE ROAD PAVEMENT, 8.5 M (27.9 FT) NORTH OF
 DL4452'THE CENTERLINE OF 120TH AVENUE, 69.4 M (227.7 FT) EAST OF THE EXTENDED
 DL4452'CENTER OF A FIELD ENTRANCE, 36.6 M (120.1 FT) WEST OF A WOODEN FENCE
 DL4452'CORNER POST, 33.2 M (108.9 FT) EAST OF AN ORANGE WARNING UNDERGROUND
 DL4452'CABLE GTE FIBERGLASS POST, 1.1 M (3.6 FT) SOUTH OF A WIRE FENCE AND
 DL4452'1.0 M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF A WHITE PLASTIC
 DL4452'WITNESS POST.
 DL4452'
 DL4452'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4452'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4323 ***********************************************************************
 DL4323  DESIGNATION -  6A108
 DL4323  PID         -  DL4323
 DL4323  STATE/COUNTY-  WI/PEPIN
 DL4323  COUNTRY     -  US
 DL4323  USGS QUAD   -  DURAND NORTH (2018)
 DL4323
 DL4323                         *CURRENT SURVEY CONTROL
 DL4323  ______________________________________________________________________
 DL4323* NAD 83(1986) POSITION- 44 37 51.40   (N) 091 58 16.21   (W)   HD_HELD1
 DL4323* NAVD 88 ORTHO HEIGHT -   220.809 (meters)      724.44  (feet) ADJUSTED
 DL4323  ______________________________________________________________________
 DL4323  GEOID HEIGHT    -        -30.480 (meters)                     GEOID18
 DL4323  DYNAMIC HEIGHT  -        220.787 (meters)      724.37  (feet) COMP
 DL4323  MODELED GRAVITY -    980,511.2   (mgal)                       NAVD 88
 DL4323
 DL4323  VERT ORDER      -  SECOND    CLASS I
 DL4323
 DL4323.The horizontal coordinates were determined by differentially corrected
 DL4323.hand held GPS observations or other comparable positioning techniques
 DL4323.and have an estimated accuracy of +/- 3 meters.
 DL4323
 DL4323.The orthometric height was determined by differential leveling and
 DL4323.adjusted by the WI DEPT OF TRANSP
 DL4323.in May 2012.
 DL4323
 DL4323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4323.GEOID18 height accuracy estimate available here.
 DL4323
 DL4323.Click photographs - Photos may exist for this station.
 DL4323
 DL4323.The dynamic height is computed by dividing the NAVD 88
 DL4323.geopotential number by the normal gravity value computed on the
 DL4323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4323.degrees latitude (g = 980.6199 gals.).
 DL4323
 DL4323.The modeled gravity was interpolated from observed gravity values.
 DL4323
 DL4323;                    North         East    Units  Estimated Accuracy
 DL4323;SPC WI C     -    90,527.2     443,608.3     MT  (+/- 3 meters HH1 GPS) 
 DL4323
 DL4323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8160642469(NAD 83)
 DL4323
 DL4323                          SUPERSEDED SURVEY CONTROL
 DL4323
 DL4323.No superseded survey control is available for this station.
 DL4323
 DL4323_MARKER: DD = SURVEY DISK
 DL4323_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4323_SP_SET: BRIDGE PARAPET WALL
 DL4323_STAMPING: 6A108
 DL4323_MARK LOGO: WIDT
 DL4323_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4323+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DL4323
 DL4323  HISTORY     - Date     Condition        Report By
 DL4323  HISTORY     - 2006     MONUMENTED       WIDT
 DL4323  HISTORY     - 20070417 GOOD             WIDT
 DL4323
 DL4323                          STATION DESCRIPTION
 DL4323
 DL4323'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4323'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF
 DL4323'TARRANT, 3.0 MI (4.8 KM) EAST OF ARKANSAW AND 0.4 MI (0.6 KM)
 DL4323'NORTHWEST OF DURAND.
 DL4323'
 DL4323'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 AND STATE
 DL4323'HIGHWAY 25 WITH COUNTY HIGHWAY P JUST WEST OF THE CITY OF DURAND, GO
 DL4323'EAST ON US HIGHWAY 10 AND STATE HIGHWAY 25 FOR 0.05 MI (0.1 KM) TO THE
 DL4323'WEST END OF THE BRIDGE OVER THE CHIPPEWA RIVER AND THE STATION ON THE
 DL4323'RIGHT.
 DL4323'
 DL4323'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION DISK
 DL4323'SET IN THE TOP OF THE SOUTH PARAPET WALL OF THE BRIDGE SPAN JUST EAST
 DL4323'OF THE WEST ABUTMENT OF BRIDGE NUMBER B-36-41, ABOUT 1 M (3.3 FT)
 DL4323'HIGHER THAN THE HIGHWAY PAVEMENT, 7.1 M (23.3 FT) SOUTH OF THE
 DL4323'CENTERLINE OF US HIGHWAY 10 AND STATE HIGHWAY 25 AND 2.4 M (7.9 FT)
 DL4323'NORTH OF A BLACK GUARDRAIL ALONG THE SIDEWALK ON THE SOUTH SIDE OF THE
 DL4323'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8446 ***********************************************************************
 DM8446  DESIGNATION -  6A116
 DM8446  PID         -  DM8446
 DM8446  STATE/COUNTY-  WI/TAYLOR
 DM8446  COUNTRY     -  US
 DM8446  USGS QUAD   -  LUBLIN SE (2018)
 DM8446
 DM8446                         *CURRENT SURVEY CONTROL
 DM8446  ______________________________________________________________________
 DM8446* NAD 83(1986) POSITION- 45 07 06.65   (N) 090 34 04.13   (W)   HD_HELD1
 DM8446* NAVD 88 ORTHO HEIGHT -   402.130 (meters)     1319.32  (feet) ADJUSTED
 DM8446  ______________________________________________________________________
 DM8446  GEOID HEIGHT    -        -31.329 (meters)                     GEOID18
 DM8446  DYNAMIC HEIGHT  -        402.099 (meters)     1319.22  (feet) COMP
 DM8446  MODELED GRAVITY -    980,527.5   (mgal)                       NAVD 88
 DM8446
 DM8446  VERT ORDER      -  SECOND    CLASS I
 DM8446
 DM8446.The horizontal coordinates were determined by differentially corrected
 DM8446.hand held GPS observations or other comparable positioning techniques
 DM8446.and have an estimated accuracy of +/- 3 meters.
 DM8446
 DM8446.The orthometric height was determined by differential leveling and
 DM8446.adjusted by the WI DEPT OF TRANSP
 DM8446.in May 2012.
 DM8446
 DM8446.No vertical observational check was made to the station.
 DM8446
 DM8446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8446.GEOID18 height accuracy estimate available here.
 DM8446
 DM8446.Click photographs - Photos may exist for this station.
 DM8446
 DM8446.The dynamic height is computed by dividing the NAVD 88
 DM8446.geopotential number by the normal gravity value computed on the
 DM8446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8446.degrees latitude (g = 980.6199 gals.).
 DM8446
 DM8446.The modeled gravity was interpolated from observed gravity values.
 DM8446
 DM8446;                    North         East    Units  Estimated Accuracy
 DM8446;SPC WI C     -   142,965.4     555,324.7     MT  (+/- 3 meters HH1 GPS) 
 DM8446
 DM8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9129798993(NAD 83)
 DM8446
 DM8446                          SUPERSEDED SURVEY CONTROL
 DM8446
 DM8446.No superseded survey control is available for this station.
 DM8446
 DM8446_MARKER: DD = SURVEY DISK
 DM8446_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8446_SP_SET: PARAPET WALL
 DM8446_STAMPING: 6A116
 DM8446_MARK LOGO: WIDT
 DM8446_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8446+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2008
 DM8446
 DM8446  HISTORY     - Date     Condition        Report By
 DM8446  HISTORY     - 2007     MONUMENTED       WIDT
 DM8446  HISTORY     - 20080908 GOOD             WIDT
 DM8446
 DM8446                          STATION DESCRIPTION
 DM8446
 DM8446'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8446'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DM8446'HIGHWAY DD APPROXIMATELY 8.5 MI (13.7 KM) NORTHEAST OF THE VILLAGE OF
 DM8446'LUBLIN, GO WEST ON STATE HIGHWAY 64 FOR 0.5 MI (0.8 KM) TO BRIDGE
 DM8446'NUMBER 'B-60-110' OVER THE BLACK RIVER AND THE STATION ON THE LEFT.
 DM8446'
 DM8446'THE STATION IS A BRONZE WISCONSIN DEPARTMENT.  OF TRANSPORTATION
 DM8446'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DM8446'THE SOUTH PARAPET WALL OF THE BRIDGE APPROXIMATELY 0.8 M (2.6 FT)
 DM8446'HIGHER THAN THE HIGHWAY PAVEMENT.
 DM8446'
 DM8446'THE STATION IS 5.6 M (18.4 FT) SOUTH OF THE CENTERLINE OF STATE
 DM8446'HIGHWAY 64 AND 1.4 M (4.6 FT) EAST OF THE WEST END THE CONCRETE
 DM8446'PARAPET WALL.
 DM8446'
 DM8446'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8446'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4248 ***********************************************************************
 DL4248  DESIGNATION -  6A117
 DL4248  PID         -  DL4248
 DL4248  STATE/COUNTY-  WI/DUNN
 DL4248  COUNTRY     -  US
 DL4248  USGS QUAD   -  SAND CREEK (2018)
 DL4248
 DL4248                         *CURRENT SURVEY CONTROL
 DL4248  ______________________________________________________________________
 DL4248* NAD 83(1986) POSITION- 45 10 02.55   (N) 091 41 15.40   (W)   HD_HELD1
 DL4248* NAVD 88 ORTHO HEIGHT -   304.045 (meters)      997.52  (feet) ADJUSTED
 DL4248  ______________________________________________________________________
 DL4248  GEOID HEIGHT    -        -30.539 (meters)                     GEOID18
 DL4248  DYNAMIC HEIGHT  -        304.021 (meters)      997.44  (feet) COMP
 DL4248  MODELED GRAVITY -    980,529.5   (mgal)                       NAVD 88
 DL4248
 DL4248  VERT ORDER      -  SECOND    CLASS I
 DL4248
 DL4248.The horizontal coordinates were determined by differentially corrected
 DL4248.hand held GPS observations or other comparable positioning techniques
 DL4248.and have an estimated accuracy of +/- 3 meters.
 DL4248
 DL4248.The orthometric height was determined by differential leveling and
 DL4248.adjusted by the WI DEPT OF TRANSP
 DL4248.in May 2012.
 DL4248
 DL4248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4248.GEOID18 height accuracy estimate available here.
 DL4248
 DL4248.Click photographs - Photos may exist for this station.
 DL4248
 DL4248.The dynamic height is computed by dividing the NAVD 88
 DL4248.geopotential number by the normal gravity value computed on the
 DL4248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4248.degrees latitude (g = 980.6199 gals.).
 DL4248
 DL4248.The modeled gravity was interpolated from observed gravity values.
 DL4248
 DL4248;                    North         East    Units  Estimated Accuracy
 DL4248;SPC WI C     -   149,617.6     467,340.9     MT  (+/- 3 meters HH1 GPS) 
 DL4248
 DL4248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0313402381(NAD 83)
 DL4248
 DL4248                          SUPERSEDED SURVEY CONTROL
 DL4248
 DL4248.No superseded survey control is available for this station.
 DL4248
 DL4248_MARKER: DD = SURVEY DISK
 DL4248_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4248_SP_SET: BRIDGE PARAPET WALL
 DL4248_STAMPING: 6A117
 DL4248_MARK LOGO: WIDT
 DL4248_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4248+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 DL4248
 DL4248  HISTORY     - Date     Condition        Report By
 DL4248  HISTORY     - 2007     MONUMENTED       WIDT
 DL4248  HISTORY     - 20071102 GOOD             WIDT
 DL4248
 DL4248                          STATION DESCRIPTION
 DL4248
 DL4248'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4248'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTHEAST OF DALLAS, 6.8
 DL4248'MI (10.9 KM) WEST-SOUTHWEST OF NEW AUBURN AND IN THE TOWN OF SAND
 DL4248'CREEK, WI.
 DL4248'
 DL4248'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M SOUTH
 DL4248'(CENTENNIAL STREET) WITH COUNTY HIGHWAY V WEST AND COUNTY HIGHWAY M
 DL4248'EAST (BRIDGE AVENUE) IN THE COMMUNITY OF SAND CREEK, GO WEST ON COUNTY
 DL4248'HIGHWAY V (BRIDGE AVENUE) FOR 100 M (328.1 FT) TO COUNTY HIGHWAY I
 DL4248'(MAIN STREET) RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY V FOR 0.08 MI
 DL4248'(0.1 KM) TO BRIDGE NUMBER B-17-192 OVER THE RED CEDAR RIVER AND THE
 DL4248'STATION ON THE LEFT.
 DL4248'
 DL4248'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION SURVEY
 DL4248'STATION DISK SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE
 DL4248'SOUTH BRIDGE PARAPET ABOVE THE BRIDGE NUMBER PLATE, APPROXIMATELY 0.9
 DL4248'M (3.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT, 5.0 M (16.4 FT) SOUTH OF
 DL4248'THE CENTERLINE OF COUNTY HIGHWAY V, 34 M (111.5 FT) EAST-SOUTHEAST OF
 DL4248'A SPEED LIMIT 25 WOODEN SIGN POST, 1.9 M (6.2 FT) WEST OF A BRIDGE
 DL4248'EXPANSION JOINT, 1.4 M (4.6 FT) EAST OF THE WEST END OF THE PARAPET
 DL4248'AND 1.5 M (4.9 FT) EAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4141 ***********************************************************************
 DL4141  DESIGNATION -  6B01
 DL4141  PID         -  DL4141
 DL4141  STATE/COUNTY-  WI/ST CROIX
 DL4141  COUNTRY     -  US
 DL4141  USGS QUAD   -  NEW RICHMOND SOUTH (2018)
 DL4141
 DL4141                         *CURRENT SURVEY CONTROL
 DL4141  ______________________________________________________________________
 DL4141* NAD 83(1986) POSITION- 45 00 26.44   (N) 092 31 48.20   (W)   HD_HELD1
 DL4141* NAVD 88 ORTHO HEIGHT -   311.000 (meters)     1020.34  (feet) ADJUSTED
 DL4141  ______________________________________________________________________
 DL4141  GEOID HEIGHT    -        -29.938 (meters)                     GEOID18
 DL4141  DYNAMIC HEIGHT  -        310.959 (meters)     1020.20  (feet) COMP
 DL4141  MODELED GRAVITY -    980,479.2   (mgal)                       NAVD 88
 DL4141
 DL4141  VERT ORDER      -  SECOND    CLASS I
 DL4141
 DL4141.The horizontal coordinates were determined by differentially corrected
 DL4141.hand held GPS observations or other comparable positioning techniques
 DL4141.and have an estimated accuracy of +/- 3 meters.
 DL4141
 DL4141.The orthometric height was determined by differential leveling and
 DL4141.adjusted by the WI DEPT OF TRANSP
 DL4141.in May 2012.
 DL4141
 DL4141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4141.GEOID18 height accuracy estimate available here.
 DL4141
 DL4141.Click photographs - Photos may exist for this station.
 DL4141
 DL4141.The dynamic height is computed by dividing the NAVD 88
 DL4141.geopotential number by the normal gravity value computed on the
 DL4141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4141.degrees latitude (g = 980.6199 gals.).
 DL4141
 DL4141.The modeled gravity was interpolated from observed gravity values.
 DL4141
 DL4141;                    North         East    Units  Estimated Accuracy
 DL4141;SPC WI C     -   133,562.1     400,582.2     MT  (+/- 3 meters HH1 GPS) 
 DL4141
 DL4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3703483873(NAD 83)
 DL4141
 DL4141                          SUPERSEDED SURVEY CONTROL
 DL4141
 DL4141.No superseded survey control is available for this station.
 DL4141
 DL4141_MARKER: DD = SURVEY DISK
 DL4141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4141_STAMPING: 6B01 2005
 DL4141_MARK LOGO: WIDT
 DL4141_PROJECTION: FLUSH
 DL4141_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4141+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4141
 DL4141  HISTORY     - Date     Condition        Report By
 DL4141  HISTORY     - 2004     MONUMENTED       WIDT
 DL4141  HISTORY     - 20070627 GOOD             WIDT
 DL4141  HISTORY     - 20120711 GOOD             WIDT
 DL4141
 DL4141                          STATION DESCRIPTION
 DL4141
 DL4141'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4141'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF
 DL4141'BALDWIN, 8.0 MI (12.9 KM) SOUTH OF NEW RICHMOND AND 2.1 MI (3.4 KM)
 DL4141'NORTHEAST OF ROBERTS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4141'
 DL4141'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH STATE
 DL4141'HIGHWAY 65 NORTH AND 130TH STREET TO THE SOUTH ABOUT 1 MI (1.6 KM)
 DL4141'NORTHEAST OF THE VILLAGE OF ROBERTS, GO NORTH ON STATE HIGHWAY 65 FOR
 DL4141'1 MI (1.6 KM) TO 100TH AVENUE, TURN RIGHT AND GO EAST ON 100TH AVENUE
 DL4141'FOR 0.35 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DL4141'
 DL4141'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4141'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4141'INCH) DIAMETER CONCRETE POST ABOUT 0.5 M (1.6 FT) BELOW THE ROAD
 DL4141'PAVEMENT, 9.3 M (30.5 FT) NORTH OF THE CENTERLINE OF 100TH AVENUE, 70
 DL4141'M (229.7 FT) WEST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 32.5 M
 DL4141'(106.6 FT) NORTHWEST OF A POWER POLE, 1.0 M (3.3 FT) NORTH, SOUTHEAST,
 DL4141'AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 0.8 M (2.6 FT) SOUTH
 DL4141'OF A BARBED WIRE FENCE.
 DL4141'
 DL4141'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4141'DEGREES ABOVE THE HORIZON.
 DL4141
 DL4141                          STATION RECOVERY (2012)
 DL4141
 DL4141'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4141'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4142 ***********************************************************************
 DL4142  DESIGNATION -  6B02
 DL4142  PID         -  DL4142
 DL4142  STATE/COUNTY-  WI/ST CROIX
 DL4142  COUNTRY     -  US
 DL4142  USGS QUAD   -  JEWETT (2018)
 DL4142
 DL4142                         *CURRENT SURVEY CONTROL
 DL4142  ______________________________________________________________________
 DL4142* NAD 83(1986) POSITION- 45 00 25.16   (N) 092 29 39.43   (W)   HD_HELD1
 DL4142* NAVD 88 ORTHO HEIGHT -   306.400 (meters)     1005.25  (feet) ADJUSTED
 DL4142  ______________________________________________________________________
 DL4142  GEOID HEIGHT    -        -30.087 (meters)                     GEOID18
 DL4142  DYNAMIC HEIGHT  -        306.358 (meters)     1005.11  (feet) COMP
 DL4142  MODELED GRAVITY -    980,473.1   (mgal)                       NAVD 88
 DL4142
 DL4142  VERT ORDER      -  SECOND    CLASS I
 DL4142
 DL4142.The horizontal coordinates were determined by differentially corrected
 DL4142.hand held GPS observations or other comparable positioning techniques
 DL4142.and have an estimated accuracy of +/- 3 meters.
 DL4142
 DL4142.The orthometric height was determined by differential leveling and
 DL4142.adjusted by the WI DEPT OF TRANSP
 DL4142.in May 2012.
 DL4142
 DL4142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4142.GEOID18 height accuracy estimate available here.
 DL4142
 DL4142.Click photographs - Photos may exist for this station.
 DL4142
 DL4142.The dynamic height is computed by dividing the NAVD 88
 DL4142.geopotential number by the normal gravity value computed on the
 DL4142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4142.degrees latitude (g = 980.6199 gals.).
 DL4142
 DL4142.The modeled gravity was interpolated from observed gravity values.
 DL4142
 DL4142;                    North         East    Units  Estimated Accuracy
 DL4142;SPC WI C     -   133,435.4     403,399.4     MT  (+/- 3 meters HH1 GPS) 
 DL4142
 DL4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3985383851(NAD 83)
 DL4142
 DL4142                          SUPERSEDED SURVEY CONTROL
 DL4142
 DL4142.No superseded survey control is available for this station.
 DL4142
 DL4142_MARKER: DD = SURVEY DISK
 DL4142_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4142_SP_SET: BRIDGE ABUTMENT
 DL4142_STAMPING: 6B02 2005
 DL4142_MARK LOGO: WIDT
 DL4142_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4142+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4142
 DL4142  HISTORY     - Date     Condition        Report By
 DL4142  HISTORY     - 2005     MONUMENTED       WIDT
 DL4142  HISTORY     - 20070611 GOOD             WIDT
 DL4142  HISTORY     - 20120711 GOOD             WIDT
 DL4142
 DL4142                          STATION DESCRIPTION
 DL4142
 DL4142'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4142'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF
 DL4142'JEWETT, 6.5 MI (10.5 KM) WEST-NORTHWEST OF BALDWIN AND 3.4 MI (5.5 KM)
 DL4142'EAST-NORTHEAST OF ROBERTS.
 DL4142'
 DL4142'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH STATE
 DL4142'HIGHWAY 65 NORTH AND 130TH STREET TO THE SOUTH ABOUT 1 MI (1.6 KM)
 DL4142'NORTHEAST OF THE VILLAGE OF ROBERTS, GO NORTH ON STATE HIGHWAY 65 FOR
 DL4142'1.0 MI (1.6 KM) TO 100TH AVENUE, TURN RIGHT AND GO EAST ON 100TH
 DL4142'AVENUE FOR 3.0 MI (4.8 KM) TO 150TH STREET, CONTINUE ON 100TH AVENUE
 DL4142'FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER THE KINNICKINNIC RIVER AND THE
 DL4142'STATION ON THE LEFT.
 DL4142'
 DL4142'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4142'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DL4142'OF THE WEST ABUTMENT OF BRIDGE NUMBER B-55-89-83, ABOUT LEVEL WITH THE
 DL4142'ROAD PAVEMENT, 4.5 M (14.8 FT) NORTH OF THE CENTERLINE OF 100TH AVENUE
 DL4142'AND 0.4 M (1.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DL4142
 DL4142                          STATION RECOVERY (2012)
 DL4142
 DL4142'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4142'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4152 ***********************************************************************
 DL4152  DESIGNATION -  6B04
 DL4152  PID         -  DL4152
 DL4152  STATE/COUNTY-  WI/ST CROIX
 DL4152  COUNTRY     -  US
 DL4152  USGS QUAD   -  EMERALD (2018)
 DL4152
 DL4152                         *CURRENT SURVEY CONTROL
 DL4152  ______________________________________________________________________
 DL4152* NAD 83(1986) POSITION- 45 00 21.34   (N) 092 21 34.73   (W)   HD_HELD1
 DL4152* NAVD 88 ORTHO HEIGHT -   350.131 (meters)     1148.72  (feet) ADJUSTED
 DL4152  ______________________________________________________________________
 DL4152  GEOID HEIGHT    -        -30.465 (meters)                     GEOID18
 DL4152  DYNAMIC HEIGHT  -        350.078 (meters)     1148.55  (feet) COMP
 DL4152  MODELED GRAVITY -    980,458.7   (mgal)                       NAVD 88
 DL4152
 DL4152  VERT ORDER      -  SECOND    CLASS I
 DL4152
 DL4152.The horizontal coordinates were determined by differentially corrected
 DL4152.hand held GPS observations or other comparable positioning techniques
 DL4152.and have an estimated accuracy of +/- 3 meters.
 DL4152
 DL4152.The orthometric height was determined by differential leveling and
 DL4152.adjusted by the WI DEPT OF TRANSP
 DL4152.in May 2012.
 DL4152
 DL4152.No vertical observational check was made to the station.
 DL4152
 DL4152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4152.GEOID18 height accuracy estimate available here.
 DL4152
 DL4152.Click photographs - Photos may exist for this station.
 DL4152
 DL4152.The dynamic height is computed by dividing the NAVD 88
 DL4152.geopotential number by the normal gravity value computed on the
 DL4152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4152.degrees latitude (g = 980.6199 gals.).
 DL4152
 DL4152.The modeled gravity was interpolated from observed gravity values.
 DL4152
 DL4152;                    North         East    Units  Estimated Accuracy
 DL4152;SPC WI C     -   133,000.4     414,005.2     MT  (+/- 3 meters HH1 GPS) 
 DL4152
 DL4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5046483808(NAD 83)
 DL4152
 DL4152                          SUPERSEDED SURVEY CONTROL
 DL4152
 DL4152.No superseded survey control is available for this station.
 DL4152
 DL4152_MARKER: DD = SURVEY DISK
 DL4152_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4152_SP_SET: BOX CULVERT WING WALL
 DL4152_STAMPING: 6B04 2005
 DL4152_MARK LOGO: WIDT
 DL4152_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4152+STABILITY: SURFACE MOTION
 DL4152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4152+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4152
 DL4152  HISTORY     - Date     Condition        Report By
 DL4152  HISTORY     - 2005     MONUMENTED       WIDT
 DL4152  HISTORY     - 20070612 GOOD             WIDT
 DL4152  HISTORY     - 20120711 GOOD             WIDT
 DL4152
 DL4152                          STATION DESCRIPTION
 DL4152
 DL4152'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4152'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHEAST OF
 DL4152'JEWETT, 7.3 MI (11.7 KM) SOUTHWEST OF EMERALD AND 2.8 MI (4.5 KM)
 DL4152'NORTH-NORTHEAST OF BALDWIN.
 DL4152'
 DL4152'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WEST WITH US
 DL4152'HIGHWAY 63 IN THE VILLAGE OF BALDWIN, GO NORTH ON US HIGHWAY 63 FOR
 DL4152'2.0 MI (3.2 KM) TO COUNTY HIGHWAY EAST, TURN RIGHT AND GO EAST ON
 DL4152'COUNTY HIGHWAY E FOR 1.0 MI (1.6 KM) TO 220TH STREET AND THE STATION
 DL4152'ON THE RIGHT.
 DL4152'
 DL4152'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4152'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH WING
 DL4152'WALL OF THE WEST END OF A SMALL BOX CULVERT, ABOUT LEVEL WITH THE ROAD
 DL4152'PAVEMENT, 3.9 M (12.8 FT) WEST OF THE CENTERLINE OF 220TH STREET, 40 M
 DL4152'(131.2 FT) SOUTH OF COUNTY HIGHWAY EAST, AND 0.2 M (0.7 FT) SOUTH OF A
 DL4152'WHITE PLASTIC WITNESS POST.
 DL4152
 DL4152                          STATION RECOVERY (2012)
 DL4152
 DL4152'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4152'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4153 ***********************************************************************
 DL4153  DESIGNATION -  6B05
 DL4153  PID         -  DL4153
 DL4153  STATE/COUNTY-  WI/ST CROIX
 DL4153  COUNTRY     -  US
 DL4153  USGS QUAD   -  EMERALD (2018)
 DL4153
 DL4153                         *CURRENT SURVEY CONTROL
 DL4153  ______________________________________________________________________
 DL4153* NAD 83(1986) POSITION- 45 00 18.71   (N) 092 19 07.56   (W)   HD_HELD1
 DL4153* NAVD 88 ORTHO HEIGHT -   370.177 (meters)     1214.49  (feet) ADJUSTED
 DL4153  ______________________________________________________________________
 DL4153  GEOID HEIGHT    -        -30.530 (meters)                     GEOID18
 DL4153  DYNAMIC HEIGHT  -        370.122 (meters)     1214.31  (feet) COMP
 DL4153  MODELED GRAVITY -    980,457.4   (mgal)                       NAVD 88
 DL4153
 DL4153  VERT ORDER      -  SECOND    CLASS I
 DL4153
 DL4153.The horizontal coordinates were determined by differentially corrected
 DL4153.hand held GPS observations or other comparable positioning techniques
 DL4153.and have an estimated accuracy of +/- 3 meters.
 DL4153
 DL4153.The orthometric height was determined by differential leveling and
 DL4153.adjusted by the WI DEPT OF TRANSP
 DL4153.in May 2012.
 DL4153
 DL4153.No vertical observational check was made to the station.
 DL4153
 DL4153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4153.GEOID18 height accuracy estimate available here.
 DL4153
 DL4153.Click photographs - Photos may exist for this station.
 DL4153
 DL4153.The dynamic height is computed by dividing the NAVD 88
 DL4153.geopotential number by the normal gravity value computed on the
 DL4153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4153.degrees latitude (g = 980.6199 gals.).
 DL4153
 DL4153.The modeled gravity was interpolated from observed gravity values.
 DL4153
 DL4153;                    North         East    Units  Estimated Accuracy
 DL4153;SPC WI C     -   132,826.4     417,224.3     MT  (+/- 3 meters HH1 GPS) 
 DL4153
 DL4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5368683753(NAD 83)
 DL4153
 DL4153                          SUPERSEDED SURVEY CONTROL
 DL4153
 DL4153.No superseded survey control is available for this station.
 DL4153
 DL4153_MARKER: DD = SURVEY DISK
 DL4153_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4153_SP_SET: BOX CULVERT WING WALL
 DL4153_STAMPING: 6B05 2005
 DL4153_MARK LOGO: WIDT
 DL4153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4153+STABILITY: SURFACE MOTION
 DL4153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4153+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4153
 DL4153  HISTORY     - Date     Condition        Report By
 DL4153  HISTORY     - 2005     MONUMENTED       WIDT
 DL4153  HISTORY     - 20070612 GOOD             WIDT
 DL4153  HISTORY     - 20120711 GOOD             WIDT
 DL4153
 DL4153                          STATION DESCRIPTION
 DL4153
 DL4153'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4153'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF
 DL4153'WILSON, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF EMERALD AND 3.8 MI (6.1 KM)
 DL4153'NORTHEAST OF BALDWIN.
 DL4153'
 DL4153'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WEST WITH US
 DL4153'HIGHWAY 63 IN THE VILLAGE OF BALDWIN, GO NORTH ON US HIGHWAY 63 FOR
 DL4153'2.0 MI (3.2 KM) TO COUNTY HIGHWAY EAST.  TURN RIGHT AND GO EAST ON
 DL4153'COUNTY HIGHWAY E FOR 3.0 MI (4.8 KM) TO 240TH STREET AND STATION ON
 DL4153'THE LEFT.
 DL4153'
 DL4153'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4153'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH WING
 DL4153'WALL OF THE WEST END OF A SMALL BOX CULVERT, ABOUT LEVEL WITH THE
 DL4153'HIGHWAY PAVEMENT, 3.9 M (12.8 FT) WEST OF THE CENTERLINE OF 240TH
 DL4153'STREET, 30 M (98.4 FT) NORTH OF COUNTY HIGHWAY E AND 0.5 M (1.6 FT)
 DL4153'EAST OF A WHITE PLASTIC WITNESS POST.
 DL4153
 DL4153                          STATION RECOVERY (2012)
 DL4153
 DL4153'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4153'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4155 ***********************************************************************
 DL4155  DESIGNATION -  6B06
 DL4155  PID         -  DL4155
 DL4155  STATE/COUNTY-  WI/ST CROIX
 DL4155  COUNTRY     -  US
 DL4155  USGS QUAD   -  EMERALD (2018)
 DL4155
 DL4155                         *CURRENT SURVEY CONTROL
 DL4155  ______________________________________________________________________
 DL4155* NAD 83(1986) POSITION- 45 00 10.03   (N) 092 15 24.95   (W)   HD_HELD1
 DL4155* NAVD 88 ORTHO HEIGHT -   369.264 (meters)     1211.49  (feet) ADJUSTED
 DL4155  ______________________________________________________________________
 DL4155  GEOID HEIGHT    -        -30.604 (meters)                     GEOID18
 DL4155  DYNAMIC HEIGHT  -        369.210 (meters)     1211.32  (feet) COMP
 DL4155  MODELED GRAVITY -    980,459.6   (mgal)                       NAVD 88
 DL4155
 DL4155  VERT ORDER      -  SECOND    CLASS I
 DL4155
 DL4155.The horizontal coordinates were determined by differentially corrected
 DL4155.hand held GPS observations or other comparable positioning techniques
 DL4155.and have an estimated accuracy of +/- 3 meters.
 DL4155
 DL4155.The orthometric height was determined by differential leveling and
 DL4155.adjusted by the WI DEPT OF TRANSP
 DL4155.in May 2012.
 DL4155
 DL4155.No vertical observational check was made to the station.
 DL4155
 DL4155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4155.GEOID18 height accuracy estimate available here.
 DL4155
 DL4155.Click photographs - Photos may exist for this station.
 DL4155
 DL4155.The dynamic height is computed by dividing the NAVD 88
 DL4155.geopotential number by the normal gravity value computed on the
 DL4155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4155.degrees latitude (g = 980.6199 gals.).
 DL4155
 DL4155.The modeled gravity was interpolated from observed gravity values.
 DL4155
 DL4155;                    North         East    Units  Estimated Accuracy
 DL4155;SPC WI C     -   132,421.2     422,089.8     MT  (+/- 3 meters HH1 GPS) 
 DL4155
 DL4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5856283528(NAD 83)
 DL4155
 DL4155                          SUPERSEDED SURVEY CONTROL
 DL4155
 DL4155.No superseded survey control is available for this station.
 DL4155
 DL4155_MARKER: DD = SURVEY DISK
 DL4155_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4155_SP_SET: BOX CULVERT WING WALL
 DL4155_STAMPING: 6B06 2005
 DL4155_MARK LOGO: WIDT
 DL4155_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4155+STABILITY: SURFACE MOTION
 DL4155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4155+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2012
 DL4155
 DL4155  HISTORY     - Date     Condition        Report By
 DL4155  HISTORY     - 2005     MONUMENTED       WIDT
 DL4155  HISTORY     - 20070531 GOOD             WIDT
 DL4155  HISTORY     - 20120711 GOOD             WIDT
 DL4155  HISTORY     - 20120726 GOOD             WIDT
 DL4155
 DL4155                          STATION DESCRIPTION
 DL4155
 DL4155'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4155'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTH OF EMERALD, 5.3 MI
 DL4155'(8.5 KM) NORTHWEST OF WILSON AND 3.8 MI (6.1 KM) NORTH-NORTHEAST OF
 DL4155'WOODVILLE AT THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY HIGHWAY E.
 DL4155'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4155'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DL4155'WALL OF THE SOUTH END OF A SMALL BOX CULVERT, ABOUT LEVEL WITH THE
 DL4155'HIGHWAY PAVEMENT, 4.6 M (15.1 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DL4155'HIGHWAY EAST, 50 M (164.0 FT) EAST OF COUNTY HIGHWAY D AND 0.3 M (1.0
 DL4155'FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DL4155
 DL4155                          STATION RECOVERY (2012)
 DL4155
 DL4155'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4155'RECOVERED AS DESCRIBED.
 DL4155
 DL4155                          STATION RECOVERY (2012)
 DL4155
 DL4155'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4155'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4156 ***********************************************************************
 DL4156  DESIGNATION -  6B07
 DL4156  PID         -  DL4156
 DL4156  STATE/COUNTY-  WI/ST CROIX
 DL4156  COUNTRY     -  US
 DL4156  USGS QUAD   -  GLENWOOD CITY (2018)
 DL4156
 DL4156                         *CURRENT SURVEY CONTROL
 DL4156  ______________________________________________________________________
 DL4156* NAD 83(1986) POSITION- 45 00 09.27   (N) 092 12 40.49   (W)   HD_HELD1
 DL4156* NAVD 88 ORTHO HEIGHT -   353.303 (meters)     1159.13  (feet) ADJUSTED
 DL4156  ______________________________________________________________________
 DL4156  GEOID HEIGHT    -        -30.644 (meters)                     GEOID18
 DL4156  DYNAMIC HEIGHT  -        353.252 (meters)     1158.96  (feet) COMP
 DL4156  MODELED GRAVITY -    980,465.3   (mgal)                       NAVD 88
 DL4156
 DL4156  VERT ORDER      -  SECOND    CLASS I
 DL4156
 DL4156.The horizontal coordinates were determined by differentially corrected
 DL4156.hand held GPS observations or other comparable positioning techniques
 DL4156.and have an estimated accuracy of +/- 3 meters.
 DL4156
 DL4156.The orthometric height was determined by differential leveling and
 DL4156.adjusted by the WI DEPT OF TRANSP
 DL4156.in May 2012.
 DL4156
 DL4156.No vertical observational check was made to the station.
 DL4156
 DL4156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4156.GEOID18 height accuracy estimate available here.
 DL4156
 DL4156.Click photographs - Photos may exist for this station.
 DL4156
 DL4156.The dynamic height is computed by dividing the NAVD 88
 DL4156.geopotential number by the normal gravity value computed on the
 DL4156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4156.degrees latitude (g = 980.6199 gals.).
 DL4156
 DL4156.The modeled gravity was interpolated from observed gravity values.
 DL4156
 DL4156;                    North         East    Units  Estimated Accuracy
 DL4156;SPC WI C     -   132,298.7     425,689.4     MT  (+/- 3 meters HH1 GPS) 
 DL4156
 DL4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6216383539(NAD 83)
 DL4156
 DL4156                          SUPERSEDED SURVEY CONTROL
 DL4156
 DL4156.No superseded survey control is available for this station.
 DL4156
 DL4156_MARKER: DD = SURVEY DISK
 DL4156_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4156_SP_SET: BOX CULVERT WING WALL
 DL4156_STAMPING: 6B07 2005
 DL4156_MARK LOGO: WIDT
 DL4156_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4156+STABILITY: SURFACE MOTION
 DL4156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4156+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4156
 DL4156  HISTORY     - Date     Condition        Report By
 DL4156  HISTORY     - 20050502 MONUMENTED       WIDT
 DL4156  HISTORY     - 20070531 GOOD             WIDT
 DL4156  HISTORY     - 20120711 GOOD             WIDT
 DL4156
 DL4156                          STATION DESCRIPTION
 DL4156
 DL4156'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4156'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTHEAST OF WOODVILLE,
 DL4156'4.3 MI (6.9 KM) SOUTH-SOUTHWEST OF GLENWOOD CITY AND 3.9 MI (6.3 KM)
 DL4156'NORTH-NORTHWEST OF WILSON.
 DL4156'
 DL4156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 128 WITH
 DL4156'COUNTY HIGHWAY E TO THE WEST AND 100TH AVENUE TO THE EAST ABOUT 4 MI
 DL4156'(6.4 KM) SOUTH OF THE CITY OF GLENWOOD CITY, GO WEST ON COUNTY HIGHWAY
 DL4156'E FOR 0.8 MI (1.3 KM) TO A DOUBLE BOX CULVERT OVER AN INTERMITTENT
 DL4156'STREAM AND THE STATION ON THE LEFT.
 DL4156'
 DL4156'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4156'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST SIDE
 DL4156'OF THE SOUTH END OF THE DOUBLE BOX CULVERT, ABOUT LEVEL WITH THE
 DL4156'HIGHWAY PAVEMENT, 4.6 M (15.1 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DL4156'HIGHWAY EAST, 0.2 MI (0.3 KM) EAST OF 290TH STREET AND 0.3 M (1.0 FT)
 DL4156'EAST OF A WHITE PLASTIC WITNESS POST.
 DL4156
 DL4156                          STATION RECOVERY (2012)
 DL4156
 DL4156'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4156'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4451 ***********************************************************************
 DL4451  DESIGNATION -  6B08
 DL4451  PID         -  DL4451
 DL4451  STATE/COUNTY-  WI/POLK
 DL4451  COUNTRY     -  US
 DL4451  USGS QUAD   -  BALSAM LAKE (2018)
 DL4451
 DL4451                         *CURRENT SURVEY CONTROL
 DL4451  ______________________________________________________________________
 DL4451* NAD 83(1986) POSITION- 45 22 54.33   (N) 092 28 53.60   (W)   HD_HELD1
 DL4451* NAVD 88 ORTHO HEIGHT -   344.351 (meters)     1129.76  (feet) ADJUSTED
 DL4451  ______________________________________________________________________
 DL4451  GEOID HEIGHT    -        -28.282 (meters)                     GEOID18
 DL4451  DYNAMIC HEIGHT  -        344.346 (meters)     1129.74  (feet) COMP
 DL4451  MODELED GRAVITY -    980,590.7   (mgal)                       NAVD 88
 DL4451
 DL4451  VERT ORDER      -  SECOND    CLASS I
 DL4451
 DL4451.The horizontal coordinates were determined by differentially corrected
 DL4451.hand held GPS observations or other comparable positioning techniques
 DL4451.and have an estimated accuracy of +/- 3 meters.
 DL4451
 DL4451.The orthometric height was determined by differential leveling and
 DL4451.adjusted by the WI DEPT OF TRANSP
 DL4451.in May 2012.
 DL4451
 DL4451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4451.GEOID18 height accuracy estimate available here.
 DL4451
 DL4451.Click photographs - Photos may exist for this station.
 DL4451
 DL4451.The dynamic height is computed by dividing the NAVD 88
 DL4451.geopotential number by the normal gravity value computed on the
 DL4451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4451.degrees latitude (g = 980.6199 gals.).
 DL4451
 DL4451.The modeled gravity was interpolated from observed gravity values.
 DL4451
 DL4451;                    North         East    Units  Estimated Accuracy
 DL4451;SPC WI C     -   175,033.7     405,675.1     MT  (+/- 3 meters HH1 GPS) 
 DL4451
 DL4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4058925491(NAD 83)
 DL4451
 DL4451                          SUPERSEDED SURVEY CONTROL
 DL4451
 DL4451.No superseded survey control is available for this station.
 DL4451
 DL4451_MARKER: DD = SURVEY DISK
 DL4451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4451_STAMPING: 6B08 2006
 DL4451_MARK LOGO: WIDT
 DL4451_PROJECTION: FLUSH
 DL4451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4451+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DL4451
 DL4451  HISTORY     - Date     Condition        Report By
 DL4451  HISTORY     - 2005     MONUMENTED       WIDT
 DL4451  HISTORY     - 20070926 GOOD             WIDT
 DL4451
 DL4451                          STATION DESCRIPTION
 DL4451
 DL4451'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4451'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF NYE, 6.0 MI
 DL4451'(9.7 KM) SOUTHEAST OF CENTURIA AND 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF
 DL4451'BALSAM LAKE.
 DL4451'
 DL4451'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4451'HIGHWAY 65 APPROXIMATELY 7.5 MI (12.1 KM) EAST OF THE CITY OF SAINTT
 DL4451'CROIX FALLS, GO SOUTH ON STATE HIGHWAY 65 FOR 1.0 MI (1.6 KM) TO 120TH
 DL4451'AVENUE.  TURN LEFT AND GO EAST ON 120TH AVENUE FOR 0.4 MI (0.6 KM) TO
 DL4451'THE STATION ON THE LEFT.
 DL4451'
 DL4451'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4451'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4451'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY 1
 DL4451'M (3.3 FT) LOWER THAN THE ROAD PAVEMENT, 7.5 M (24.6 FT) NORTH OF THE
 DL4451'CENTERLINE OF 120TH AVENUE, APPROXIMATELY 140 M (459.3 FT) WEST OF
 DL4451'PRIVATE ENTRANCE NUMBER 1551-33, APPROXIMATELY 100 M (328.1 FT) EAST
 DL4451'OF PRIVATE ENTRANCE NUMBER 1569-33, 37.7 M (123.7 FT) NORTHEAST OF A
 DL4451'POWER POLE, 11.5 M (37.7 FT) WEST OF THE EXTENDED CENTER OF A FIELD
 DL4451'ENTRANCE, 1.7 M (5.6 FT) SOUTH OF A CULTIVATED FIELD AND 1.0 M (3.3
 DL4451'FT) NORTH, SOUTHEAST AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4451'
 DL4451'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4451'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4450 ***********************************************************************
 DL4450  DESIGNATION -  6B09
 DL4450  PID         -  DL4450
 DL4450  STATE/COUNTY-  WI/POLK
 DL4450  COUNTRY     -  US
 DL4450  USGS QUAD   -  BALSAM LAKE (2018)
 DL4450
 DL4450                         *CURRENT SURVEY CONTROL
 DL4450  ______________________________________________________________________
 DL4450* NAD 83(1986) POSITION- 45 23 44.81   (N) 092 27 34.92   (W)   HD_HELD1
 DL4450* NAVD 88 ORTHO HEIGHT -   326.981 (meters)     1072.77  (feet) ADJUSTED
 DL4450  ______________________________________________________________________
 DL4450  GEOID HEIGHT    -        -28.326 (meters)                     GEOID18
 DL4450  DYNAMIC HEIGHT  -        326.976 (meters)     1072.75  (feet) COMP
 DL4450  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 DL4450
 DL4450  VERT ORDER      -  SECOND    CLASS I
 DL4450
 DL4450.The horizontal coordinates were determined by differentially corrected
 DL4450.hand held GPS observations or other comparable positioning techniques
 DL4450.and have an estimated accuracy of +/- 3 meters.
 DL4450
 DL4450.The orthometric height was determined by differential leveling and
 DL4450.adjusted by the WI DEPT OF TRANSP
 DL4450.in May 2012.
 DL4450
 DL4450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4450.GEOID18 height accuracy estimate available here.
 DL4450
 DL4450.Click photographs - Photos may exist for this station.
 DL4450
 DL4450.The dynamic height is computed by dividing the NAVD 88
 DL4450.geopotential number by the normal gravity value computed on the
 DL4450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4450.degrees latitude (g = 980.6199 gals.).
 DL4450
 DL4450.The modeled gravity was interpolated from observed gravity values.
 DL4450
 DL4450;                    North         East    Units  Estimated Accuracy
 DL4450;SPC WI C     -   176,539.3     407,433.2     MT  (+/- 3 meters HH1 GPS) 
 DL4450
 DL4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4228927060(NAD 83)
 DL4450
 DL4450                          SUPERSEDED SURVEY CONTROL
 DL4450
 DL4450.No superseded survey control is available for this station.
 DL4450
 DL4450_MARKER: DD = SURVEY DISK
 DL4450_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4450_SP_SET: BRIDGE WING WALL
 DL4450_STAMPING: 6B09 2006
 DL4450_MARK LOGO: WIDT
 DL4450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4450+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2009
 DL4450
 DL4450  HISTORY     - Date     Condition        Report By
 DL4450  HISTORY     - 2005     MONUMENTED       WIDT
 DL4450  HISTORY     - 20070926 GOOD             WIDT
 DL4450  HISTORY     - 20090504 GOOD             WIDT
 DL4450
 DL4450                          STATION DESCRIPTION
 DL4450
 DL4450'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4450'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHWEST OF AMERY, 6.0
 DL4450'MI (9.7 KM) SOUTHEAST OF CENTURIA AND 3.9 MI (6.3 KM) SOUTH OF BALSAM
 DL4450'LAKE.
 DL4450'
 DL4450'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4450'HIGHWAY 46 NORTH APPROXIMATELY 4 MI (6.4 KM) SOUTH OF THE VILLAGE OF
 DL4450'BALSAM LAKE, GO WEST ON US HIGHWAY 8 FOR 0.67 MI (1.1 KM) TO BRIDGE
 DL4450'NUMBER B48-30-90 AND THE STATION ON THE LEFT.
 DL4450'
 DL4450'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4450'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE ON TOP OF THE
 DL4450'SOUTH END OF THE WEST WING WALL APPROXIMATELY LEVEL WITH THE HIGHWAY
 DL4450'PAVEMENT, 6.8 M (22.3 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY 8,
 DL4450'0.47 MI (0.8 KM) EAST OF 150TH STREET, 61.5 M (201.8 FT) EAST OF A NO
 DL4450'PASSING ZONE SIGN POST, 24-CM (9 INCH) WEST OF THE EAST SIDE OF THE
 DL4450'WING WALL, 20-CM (8 INCH) SOUTH OF THE WEST METAL BRIDGE RAIL POST AND
 DL4450'1.9 M (6.2 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DL4450'
 DL4450'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4450'DEGREES ABOVE THE HORIZON.
 DL4450
 DL4450                          STATION RECOVERY (2009)
 DL4450
 DL4450'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 DL4450'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4449 ***********************************************************************
 DL4449  DESIGNATION -  6B10
 DL4449  PID         -  DL4449
 DL4449  STATE/COUNTY-  WI/POLK
 DL4449  COUNTRY     -  US
 DL4449  USGS QUAD   -  BALSAM LAKE (2018)
 DL4449
 DL4449                         *CURRENT SURVEY CONTROL
 DL4449  ______________________________________________________________________
 DL4449* NAD 83(1986) POSITION- 45 23 45.02   (N) 092 25 19.30   (W)   HD_HELD1
 DL4449* NAVD 88 ORTHO HEIGHT -   352.548 (meters)     1156.65  (feet) ADJUSTED
 DL4449  ______________________________________________________________________
 DL4449  GEOID HEIGHT    -        -28.523 (meters)                     GEOID18
 DL4449  DYNAMIC HEIGHT  -        352.541 (meters)     1156.63  (feet) COMP
 DL4449  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 DL4449
 DL4449  VERT ORDER      -  SECOND    CLASS I
 DL4449
 DL4449.The horizontal coordinates were determined by differentially corrected
 DL4449.hand held GPS observations or other comparable positioning techniques
 DL4449.and have an estimated accuracy of +/- 3 meters.
 DL4449
 DL4449.The orthometric height was determined by differential leveling and
 DL4449.adjusted by the WI DEPT OF TRANSP
 DL4449.in May 2012.
 DL4449
 DL4449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4449.GEOID18 height accuracy estimate available here.
 DL4449
 DL4449.Click photographs - Photos may exist for this station.
 DL4449
 DL4449.The dynamic height is computed by dividing the NAVD 88
 DL4449.geopotential number by the normal gravity value computed on the
 DL4449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4449.degrees latitude (g = 980.6199 gals.).
 DL4449
 DL4449.The modeled gravity was interpolated from observed gravity values.
 DL4449
 DL4449;                    North         East    Units  Estimated Accuracy
 DL4449;SPC WI C     -   176,457.1     410,381.8     MT  (+/- 3 meters HH1 GPS) 
 DL4449
 DL4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4523827087(NAD 83)
 DL4449
 DL4449                          SUPERSEDED SURVEY CONTROL
 DL4449
 DL4449.No superseded survey control is available for this station.
 DL4449
 DL4449_MARKER: DD = SURVEY DISK
 DL4449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4449_STAMPING: 6B10 2006
 DL4449_MARK LOGO: WIDT
 DL4449_PROJECTION: FLUSH
 DL4449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4449+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2009
 DL4449
 DL4449  HISTORY     - Date     Condition        Report By
 DL4449  HISTORY     - 2005     MONUMENTED       WIDT
 DL4449  HISTORY     - 20070927 GOOD             WIDT
 DL4449  HISTORY     - 20090504 GOOD             WIDT
 DL4449
 DL4449                          STATION DESCRIPTION
 DL4449
 DL4449'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4449'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHWEST OF
 DL4449'AMERY, 6.7 MI (10.8 KM) WEST OF RANGE AND 4.2 MI (6.8 KM)
 DL4449'SOUTH-SOUTHEAST OF BALSAM LAKE.
 DL4449'
 DL4449'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4449'HIGHWAY 46 NORTH APPROXIMATELY 4 MI (6.4 KM) SOUTH OF THE VILLAGE OF
 DL4449'BALSAM LAKE, GO EAST ON US HIGHWAY 8 AND STATE HIGHWAY 46 FOR 0.5 MI
 DL4449'(0.8 KM) TO ROLLING OAKS DRIVE RIGHT.  CONTINUE EAST ON US HIGHWAY 8
 DL4449'AND STATE HIGHWAY 46 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DL4449'
 DL4449'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4449'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4449'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY 1
 DL4449'M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT, 12.2 M (40.0 FT) SOUTH OF
 DL4449'THE CENTERLINE US HIGHWAY 8 AND STATE HIGHWAY 46, 0.1 MI (0.2 KM) WEST
 DL4449'OF PRIVATE ENTRANCE NUMBER 1270-36, 89.3 M (293.0 FT) EAST OF THE TOP
 DL4449'CENTER OF A 60-CM (24 INCH) WIDE CONCRETE BOX CULVERT, 85.1 M (279.2
 DL4449'FT) EAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER
 DL4449'1287-25, APPROXIMATELY 34.5 M (113.2 FT) SOUTH-SOUTHWEST OF A POWER
 DL4449'POLE WITH ONE GUY WIRE, 2.5 M (8.2 FT) NORTH OF A METAL FENCE AND 1.0
 DL4449'M (3.3 FT) SOUTH, NORTHWEST AND NORTHEAST OF A WHITE PLASTIC WITNESS
 DL4449'POST.
 DL4449'
 DL4449'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4449'DEGREES ABOVE THE HORIZON.
 DL4449
 DL4449                          STATION RECOVERY (2009)
 DL4449
 DL4449'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 DL4449'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4449'HIGHWAY 46 NORTH APPROXIMATELY 4 MI (6.4 KM) SOUTH OF THE VILLAGE OF
 DL4449'BALSAM LAKE, GO EAST ON US HIGHWAY 8 AND STATE HIGHWAY 46 FOR 0.5 MI
 DL4449'(0.8 KM) TO ROLLING OAKS DRIVE RIGHT.  CONTINUE EAST ON US HIGHWAY 8
 DL4449'AND STATE HIGHWAY 46 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DL4449'
 DL4449'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4449'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4449'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4449'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DL4449'THE STATION IS 12.2 M (40.0 FT) SOUTH OF THE CENTERLINE US HIGHWAY 8
 DL4449'AND STATE HIGHWAY 46, 0.1 MI (0.2 KM) WEST OF PRIVATE ENTRANCE
 DL4449'-1270-36-, 89.3 M (293.0 FT) EAST OF THE TOP CENTER OF A 60-CM (24
 DL4449'INCH) WIDE CONCRETE BOX CULVERT, 85.1 M (279.2 FT) EAST OF THE
 DL4449'EXTENDED CENTERLINE OF PRIVATE ENTRANCE -1287-25-, APPROXIMATELY 34.5
 DL4449'M (113.2 FT) SOUTH-SOUTHWEST OF A POWER POLE WITH ONE GUY WIRE, 2.5 M
 DL4449'(8.2 FT) NORTH OF A METAL FENCE AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3
 DL4449'FT) NORTHWEST AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC
 DL4449'WITNESS POSTS.
 DL4449'
 DL4449'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4449'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4446 ***********************************************************************
 DL4446  DESIGNATION -  6B12
 DL4446  PID         -  DL4446
 DL4446  STATE/COUNTY-  WI/POLK
 DL4446  COUNTRY     -  US
 DL4446  USGS QUAD   -  RANGE (2018)
 DL4446
 DL4446                         *CURRENT SURVEY CONTROL
 DL4446  ______________________________________________________________________
 DL4446* NAD 83(1986) POSITION- 45 23 45.1    (N) 092 19 30.5    (W)   HD_HELD2
 DL4446* NAVD 88 ORTHO HEIGHT -   361.872 (meters)     1187.24  (feet) ADJUSTED
 DL4446  ______________________________________________________________________
 DL4446  GEOID HEIGHT    -        -29.149 (meters)                     GEOID18
 DL4446  DYNAMIC HEIGHT  -        361.849 (meters)     1187.17  (feet) COMP
 DL4446  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 DL4446
 DL4446  VERT ORDER      -  SECOND    CLASS I
 DL4446
 DL4446.The horizontal coordinates were established by autonomous hand held GPS
 DL4446.observations and have an estimated accuracy of +/- 10 meters.
 DL4446
 DL4446.The orthometric height was determined by differential leveling and
 DL4446.adjusted by the WI DEPT OF TRANSP
 DL4446.in May 2012.
 DL4446
 DL4446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4446.GEOID18 height accuracy estimate available here.
 DL4446
 DL4446.Click photographs - Photos may exist for this station.
 DL4446
 DL4446.The dynamic height is computed by dividing the NAVD 88
 DL4446.geopotential number by the normal gravity value computed on the
 DL4446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4446.degrees latitude (g = 980.6199 gals.).
 DL4446
 DL4446.The modeled gravity was interpolated from observed gravity values.
 DL4446
 DL4446;                    North         East    Units  Estimated Accuracy
 DL4446;SPC WI C     -   176,238.      417,965.      MT  (+/- 10 meters HH2 GPS)
 DL4446
 DL4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5282127148(NAD 83)
 DL4446
 DL4446                          SUPERSEDED SURVEY CONTROL
 DL4446
 DL4446.No superseded survey control is available for this station.
 DL4446
 DL4446_MARKER: DD = SURVEY DISK
 DL4446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4446_STAMPING: 6B12 2006
 DL4446_MARK LOGO: WIDT
 DL4446_PROJECTION: FLUSH
 DL4446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4446+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DL4446
 DL4446  HISTORY     - Date     Condition        Report By
 DL4446  HISTORY     - 2005     MONUMENTED       WIDT
 DL4446  HISTORY     - 20071002 GOOD             WIDT
 DL4446
 DL4446                          STATION DESCRIPTION
 DL4446
 DL4446'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4446'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF BALSAM
 DL4446'LAKE, 6.4 MI (10.3 KM) NORTH-NORTHEAST OF AMERY AND 2.0 MI (3.2 KM)
 DL4446'WEST OF RANGE.
 DL4446'
 DL4446'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4446'HIGHWAY 46 SOUTH APPROXIMATELY 6 MI (9.7 KM) NORTH OF THE CITY OF
 DL4446'AMERY, GO EAST ON US HIGHWAY 8 FOR 1.5 MI (2.4 KM) TO 80TH STREET AND
 DL4446'COUNTY HIGHWAY E LEFT AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 DL4446'INTERSECTION.
 DL4446'
 DL4446'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4446'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4446'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4446'LEVEL WITH THE HIGHWAY PAVEMENT, 27.1 M (88.9 FT) NORTH OF THE
 DL4446'CENTERLINE OF US HIGHWAY 8, 36.6 M (120.1 FT) EAST OF THE CENTERLINE
 DL4446'OF COUNTY HIGHWAY E, 26.3 M (86.3 FT) SOUTHEAST OF A POWER POLE WITH
 DL4446'WIRES OVER US HIGHWAY 8, 21.9 M (71.9 FT) NORTHEAST OF A COUNTY
 DL4446'HIGHWAY E RIGHT SIGN POST, 11.2 M (36.7 FT) SOUTH OF A METAL FENCE AND
 DL4446'1.0 M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF A WHITE PLASTIC
 DL4446'WITNESS POST.
 DL4446'
 DL4446'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4446'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4445 ***********************************************************************
 DL4445  DESIGNATION -  6B13
 DL4445  PID         -  DL4445
 DL4445  STATE/COUNTY-  WI/POLK
 DL4445  COUNTRY     -  US
 DL4445  USGS QUAD   -  RANGE (2018)
 DL4445
 DL4445                         *CURRENT SURVEY CONTROL
 DL4445  ______________________________________________________________________
 DL4445* NAD 83(1986) POSITION- 45 23 44.6    (N) 092 17 08.1    (W)   HD_HELD2
 DL4445* NAVD 88 ORTHO HEIGHT -   355.514 (meters)     1166.38  (feet) ADJUSTED
 DL4445  ______________________________________________________________________
 DL4445  GEOID HEIGHT    -        -29.391 (meters)                     GEOID18
 DL4445  DYNAMIC HEIGHT  -        355.482 (meters)     1166.28  (feet) COMP
 DL4445  MODELED GRAVITY -    980,516.2   (mgal)                       NAVD 88
 DL4445
 DL4445  VERT ORDER      -  SECOND    CLASS I
 DL4445
 DL4445.The horizontal coordinates were established by autonomous hand held GPS
 DL4445.observations and have an estimated accuracy of +/- 10 meters.
 DL4445
 DL4445.The orthometric height was determined by differential leveling and
 DL4445.adjusted by the WI DEPT OF TRANSP
 DL4445.in May 2012.
 DL4445
 DL4445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4445.GEOID18 height accuracy estimate available here.
 DL4445
 DL4445.Click photographs - Photos may exist for this station.
 DL4445
 DL4445.The dynamic height is computed by dividing the NAVD 88
 DL4445.geopotential number by the normal gravity value computed on the
 DL4445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4445.degrees latitude (g = 980.6199 gals.).
 DL4445
 DL4445.The modeled gravity was interpolated from observed gravity values.
 DL4445
 DL4445;                    North         East    Units  Estimated Accuracy
 DL4445;SPC WI C     -   176,135.      421,061.      MT  (+/- 10 meters HH2 GPS)
 DL4445
 DL4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5591827159(NAD 83)
 DL4445
 DL4445                          SUPERSEDED SURVEY CONTROL
 DL4445
 DL4445.No superseded survey control is available for this station.
 DL4445
 DL4445_MARKER: DD = SURVEY DISK
 DL4445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4445_STAMPING: 6B13 2006
 DL4445_MARK LOGO: WIDT
 DL4445_PROJECTION: FLUSH
 DL4445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4445+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DL4445
 DL4445  HISTORY     - Date     Condition        Report By
 DL4445  HISTORY     - 2005     MONUMENTED       WIDT
 DL4445  HISTORY     - 20071002 GOOD             WIDT
 DL4445
 DL4445                          STATION DESCRIPTION
 DL4445
 DL4445'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4445'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF CLAYTON,
 DL4445'7.0 MI (11.3 KM) WEST OF TURTLE LAKE AND IN THE TOWN OF RANGE, WI.
 DL4445'
 DL4445'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DL4445'HIGHWAY D IN THE COMMUNITY OF RANGE, GO WEST ON US HIGHWAY FOR 73 M
 DL4445'(239.5 FT) TO THE STATION ON THE RIGHT.
 DL4445'
 DL4445'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4445'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4445'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4445'LEVEL WITH THE HIGHWAY PAVEMENT, 13.1 M (43.0 FT) NORTH OF THE
 DL4445'CENTERLINE OF US HIGHWAY 8, 72.9 M (239.2 FT) WEST OF THE CENTERLINE
 DL4445'OF COUNTY HIGHWAY D, 47.0 M (154.2 FT) NORTHEAST OF METAL POWER POLE
 DL4445'126, 40.8 M (133.9 FT) WEST OF A SPEED LIMIT 45 SIGN POST, 22.8 M
 DL4445'(74.8 FT) WEST OF PRIVATE ENTRANCE NUMBER 603, 10.3 M (33.8 FT) EAST
 DL4445'OF A COMMERCIAL PROPERTY ENTRANCE NUMBER 605, 5.1 M (16.7 FT)
 DL4445'NORTHWEST OF AN ADOPT-A-HIGHWAY SIGN POST AND 1.0 M (3.3 FT) NORTH,
 DL4445'SOUTHEAST AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4445'
 DL4445'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4445'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4444 ***********************************************************************
 DL4444  DESIGNATION -  6B14
 DL4444  PID         -  DL4444
 DL4444  STATE/COUNTY-  WI/POLK
 DL4444  COUNTRY     -  US
 DL4444  USGS QUAD   -  RANGE (2018)
 DL4444
 DL4444                         *CURRENT SURVEY CONTROL
 DL4444  ______________________________________________________________________
 DL4444* NAD 83(1986) POSITION- 45 23 45.4    (N) 092 15 04.2    (W)   HD_HELD2
 DL4444* NAVD 88 ORTHO HEIGHT -   357.775 (meters)     1173.80  (feet) ADJUSTED
 DL4444  ______________________________________________________________________
 DL4444  GEOID HEIGHT    -        -29.573 (meters)                     GEOID18
 DL4444  DYNAMIC HEIGHT  -        357.739 (meters)     1173.68  (feet) COMP
 DL4444  MODELED GRAVITY -    980,506.0   (mgal)                       NAVD 88
 DL4444
 DL4444  VERT ORDER      -  SECOND    CLASS I
 DL4444
 DL4444.The horizontal coordinates were established by autonomous hand held GPS
 DL4444.observations and have an estimated accuracy of +/- 10 meters.
 DL4444
 DL4444.The orthometric height was determined by differential leveling and
 DL4444.adjusted by the WI DEPT OF TRANSP
 DL4444.in May 2012.
 DL4444
 DL4444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4444.GEOID18 height accuracy estimate available here.
 DL4444
 DL4444.Click photographs - Photos may exist for this station.
 DL4444
 DL4444.The dynamic height is computed by dividing the NAVD 88
 DL4444.geopotential number by the normal gravity value computed on the
 DL4444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4444.degrees latitude (g = 980.6199 gals.).
 DL4444
 DL4444.The modeled gravity was interpolated from observed gravity values.
 DL4444
 DL4444;                    North         East    Units  Estimated Accuracy
 DL4444;SPC WI C     -   176,084.      423,755.      MT  (+/- 10 meters HH2 GPS)
 DL4444
 DL4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5861127209(NAD 83)
 DL4444
 DL4444                          SUPERSEDED SURVEY CONTROL
 DL4444
 DL4444.No superseded survey control is available for this station.
 DL4444
 DL4444_MARKER: DD = SURVEY DISK
 DL4444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4444_STAMPING: 6B14 2006
 DL4444_MARK LOGO: WIDT
 DL4444_PROJECTION: FLUSH
 DL4444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4444+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 DL4444
 DL4444  HISTORY     - Date     Condition        Report By
 DL4444  HISTORY     - 2005     MONUMENTED       WIDT
 DL4444  HISTORY     - 20071003 GOOD             WIDT
 DL4444
 DL4444                          STATION DESCRIPTION
 DL4444
 DL4444'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4444'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHWEST OF CLAYTON, 5.3
 DL4444'MI (8.5 KM) WEST OF TURTLE LAKE AND 1.6 MI (2.6 KM) EAST OF RANGE.
 DL4444'
 DL4444'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH US HIGHWAY
 DL4444'63 SOUTH AND COUNTY HIGHWAY T NORTH APPROXIMATELY 0.5 MI (0.8 KM) WEST
 DL4444'OF THE VILLAGE OF TURTLE LAKE, GO WEST ON US HIGHWAY 8 FOR 2.7 MI (4.3
 DL4444'KM) TO 33RD STREET AND COUNTY HIGHWAY V RIGHT.  CONTINUE WEST ON US
 DL4444'HIGHWAY 8 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT.
 DL4444'
 DL4444'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4444'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4444'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY 1
 DL4444'M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT, 19.4 M (63.6 FT) NORTH OF
 DL4444'THE YELLOW CENTERLINE STRIPE OF US HIGHWAY 8 0.4 MI (0.6 KM) EAST OF
 DL4444'50TH STREET, APPROXIMATELY 70.5 M (231.3 FT) NORTHEAST OF A YELLOW
 DL4444'PLASTIC RIGHT-OF-WAY POST, 58.4 M (191.6 FT) EAST-SOUTHEAST OF
 DL4444'TELEPHONE PEDESTAL NUMBER 293050 WITH AN ORANGE WARNING FIBER OPTIC
 DL4444'CABLE SIGN NEARBY, 19.3 M (63.3 FT) SOUTHWEST OF A WHITE WIS
 DL4444'DEPARTMENT OF TRANSPORTATION SURVEY MARKER POST, 8.3 M (27.2 FT) SOUTH
 DL4444'OF A CULTIVATED FIELD AND 1.0 M (3.3 FT) NORTH, SOUTHEAST AND
 DL4444'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4444'
 DL4444'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4444'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4443 ***********************************************************************
 DL4443  DESIGNATION -  6B15
 DL4443  PID         -  DL4443
 DL4443  STATE/COUNTY-  WI/POLK
 DL4443  COUNTRY     -  US
 DL4443  USGS QUAD   -  TURTLE LAKE (2018)
 DL4443
 DL4443                         *CURRENT SURVEY CONTROL
 DL4443  ______________________________________________________________________
 DL4443* NAD 83(1986) POSITION- 45 23 44.2    (N) 092 12 46.9    (W)   HD_HELD2
 DL4443* NAVD 88 ORTHO HEIGHT -   351.915 (meters)     1154.57  (feet) ADJUSTED
 DL4443  ______________________________________________________________________
 DL4443  GEOID HEIGHT    -        -29.745 (meters)                     GEOID18
 DL4443  DYNAMIC HEIGHT  -        351.877 (meters)     1154.45  (feet) COMP
 DL4443  MODELED GRAVITY -    980,499.7   (mgal)                       NAVD 88
 DL4443
 DL4443  VERT ORDER      -  SECOND    CLASS I
 DL4443
 DL4443.The horizontal coordinates were established by autonomous hand held GPS
 DL4443.observations and have an estimated accuracy of +/- 10 meters.
 DL4443
 DL4443.The orthometric height was determined by differential leveling and
 DL4443.adjusted by the WI DEPT OF TRANSP
 DL4443.in May 2012.
 DL4443
 DL4443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4443.GEOID18 height accuracy estimate available here.
 DL4443
 DL4443.Click photographs - Photos may exist for this station.
 DL4443
 DL4443.The dynamic height is computed by dividing the NAVD 88
 DL4443.geopotential number by the normal gravity value computed on the
 DL4443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4443.degrees latitude (g = 980.6199 gals.).
 DL4443
 DL4443.The modeled gravity was interpolated from observed gravity values.
 DL4443
 DL4443;                    North         East    Units  Estimated Accuracy
 DL4443;SPC WI C     -   175,965.      426,739.      MT  (+/- 10 meters HH2 GPS)
 DL4443
 DL4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6159727200(NAD 83)
 DL4443
 DL4443                          SUPERSEDED SURVEY CONTROL
 DL4443
 DL4443.No superseded survey control is available for this station.
 DL4443
 DL4443_MARKER: DD = SURVEY DISK
 DL4443_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4443_SP_SET: BRIDGE ABUTMENT
 DL4443_STAMPING: 6B15 2006
 DL4443_MARK LOGO: WIDT
 DL4443_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4443+STABILITY: SURFACE MOTION
 DL4443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4443+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 DL4443
 DL4443  HISTORY     - Date     Condition        Report By
 DL4443  HISTORY     - 2005     MONUMENTED       WIDT
 DL4443  HISTORY     - 20071003 GOOD             WIDT
 DL4443
 DL4443                          STATION DESCRIPTION
 DL4443
 DL4443'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4443'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH-NORTHWEST OF
 DL4443'CLAYTON, 3.5 MI (5.6 KM) EAST OF RANGE AND 3.4 MI (5.5 KM) WEST OF
 DL4443'TURTLE LAKE.
 DL4443'
 DL4443'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH US HIGHWAY
 DL4443'63 SOUTH AND COUNTY HIGHWAY T NORTH APPROXIMATELY 0.5 MI (0.8 KM) WEST
 DL4443'OF THE VILLAGE OF TURTLE LAKE, GO WEST ON US HIGHWAY 8 FOR 2.1 MI (3.4
 DL4443'KM) TO 125TH AVENUE LEFT.  CONTINUE WEST ON US HIGHWAY 8 FOR 156 M
 DL4443'(511.8 FT) TO BRIDGE NUMBER B-48-47 AND THE STATION ON THE RIGHT.
 DL4443'
 DL4443'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4443'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4443'THE NORTH END OF THE WEST BRIDGE ABUTMENT APPROXIMATELY LEVEL WITH THE
 DL4443'HIGHWAY PAVEMENT, 7.3 M (24.0 FT) NORTH OF US HIGHWAY 8 0.5 MI (0.8
 DL4443'KM) EAST OF 33RD STREET AND COUNTY HIGHWAY V, 98.5 M (323.2 FT) EAST
 DL4443'OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER 276, 33-CM (13
 DL4443'INCH) WEST OF THE EAST EDGE OF THE NORTHWEST WING WALL, 17-CM (7 INCH)
 DL4443'NORTH OF THE NORTH SIDE OF THE NORTH BRIDGE PARAPET AND 2.3 M (7.5 FT)
 DL4443'EAST OF A WHITE PLASTIC WITNESS POST.
 DL4443'
 DL4443'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4443'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4264 ***********************************************************************
 DL4264  DESIGNATION -  6B46
 DL4264  PID         -  DL4264
 DL4264  STATE/COUNTY-  WI/POLK
 DL4264  COUNTRY     -  US
 DL4264  USGS QUAD   -  CLAYTON (2018)
 DL4264
 DL4264                         *CURRENT SURVEY CONTROL
 DL4264  ______________________________________________________________________
 DL4264* NAD 83(1986) POSITION- 45 16 06.8    (N) 092 13 08.3    (W)   HD_HELD2
 DL4264* NAVD 88 ORTHO HEIGHT -   388.441 (meters)     1274.41  (feet) ADJUSTED
 DL4264  ______________________________________________________________________
 DL4264  GEOID HEIGHT    -        -30.174 (meters)                     GEOID18
 DL4264  DYNAMIC HEIGHT  -        388.392 (meters)     1274.25  (feet) COMP
 DL4264  MODELED GRAVITY -    980,480.2   (mgal)                       NAVD 88
 DL4264
 DL4264  VERT ORDER      -  SECOND    CLASS I
 DL4264
 DL4264.The horizontal coordinates were established by autonomous hand held GPS
 DL4264.observations and have an estimated accuracy of +/- 10 meters.
 DL4264
 DL4264.The orthometric height was determined by differential leveling and
 DL4264.adjusted by the WI DEPT OF TRANSP
 DL4264.in May 2012.
 DL4264
 DL4264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4264.GEOID18 height accuracy estimate available here.
 DL4264
 DL4264.Click photographs - Photos may exist for this station.
 DL4264
 DL4264.The dynamic height is computed by dividing the NAVD 88
 DL4264.geopotential number by the normal gravity value computed on the
 DL4264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4264.degrees latitude (g = 980.6199 gals.).
 DL4264
 DL4264.The modeled gravity was interpolated from observed gravity values.
 DL4264
 DL4264;                    North         East    Units  Estimated Accuracy
 DL4264;SPC WI C     -   161,862.      425,888.      MT  (+/- 10 meters HH2 GPS)
 DL4264
 DL4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6126813080(NAD 83)
 DL4264
 DL4264                          SUPERSEDED SURVEY CONTROL
 DL4264
 DL4264.No superseded survey control is available for this station.
 DL4264
 DL4264_MARKER: DD = SURVEY DISK
 DL4264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4264_STAMPING: 6B46 2005
 DL4264_MARK LOGO: WIDT
 DL4264_PROJECTION: FLUSH
 DL4264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4264+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DL4264
 DL4264  HISTORY     - Date     Condition        Report By
 DL4264  HISTORY     - 2004     MONUMENTED       WIDT
 DL4264  HISTORY     - 20071010 GOOD             WIDT
 DL4264
 DL4264                          STATION DESCRIPTION
 DL4264
 DL4264'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4264'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST-NORTHWEST OF REEVE,
 DL4264'4.9 MI (7.9 KM) SOUTH-SOUTHWEST OF CLAYTON AND 2.8 MI (4.5 KM)
 DL4264'EAST-NORTHEAST OF CLEAR LAKE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4264'
 DL4264'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DL4264'HIGHWAY P ABOUT 3 MI (4.8 KM) EAST OF THE VILLAGE OF CLEAR LAKE, GO
 DL4264'NORTH ON COUNTY HIGHWAY P FOR 1.0 MI (1.6 KM) TO 40TH AVENUE.  TURN
 DL4264'LEFT AND GO WEST FOR 1.0 MI (1.6 KM) TO 30TH STREET.  TURN RIGHT AND
 DL4264'GO NORTH ON 30TH STREET FOR 0.05 MI (0.1 KM) TO THE STATION ON THE
 DL4264'LEFT.
 DL4264'
 DL4264'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4264'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4264'INCH) DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) HIGHER THAN THE STREET
 DL4264'PAVEMENT, 12.3 M (40.4 FT) WEST OF THE CENTERLINE OF 30TH STREET, 123
 DL4264'M (403.5 FT) NORTH OF THE CENTERLINE OF 40TH AVENUE, 1.0 M (3.3 FT)
 DL4264'EAST OF A BARBED WIRE FENCE AND 1.0 M (3.3 FT) WEST, NORTHEAST AND
 DL4264'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4264'
 DL4264'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4264'DEGREES HIGHER THAN THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4262 ***********************************************************************
 DL4262  DESIGNATION -  6B47
 DL4262  PID         -  DL4262
 DL4262  STATE/COUNTY-  WI/POLK
 DL4262  COUNTRY     -  US
 DL4262  USGS QUAD   -  GRAYTOWN (2018)
 DL4262
 DL4262                         *CURRENT SURVEY CONTROL
 DL4262  ______________________________________________________________________
 DL4262* NAD 83(1986) POSITION- 45 14 20.8    (N) 092 10 36.8    (W)   HD_HELD2
 DL4262* NAVD 88 ORTHO HEIGHT -   377.631 (meters)     1238.94  (feet) ADJUSTED
 DL4262  ______________________________________________________________________
 DL4262  GEOID HEIGHT    -        -30.349 (meters)                     GEOID18
 DL4262  DYNAMIC HEIGHT  -        377.585 (meters)     1238.79  (feet) COMP
 DL4262  MODELED GRAVITY -    980,483.3   (mgal)                       NAVD 88
 DL4262
 DL4262  VERT ORDER      -  SECOND    CLASS I
 DL4262
 DL4262.The horizontal coordinates were established by autonomous hand held GPS
 DL4262.observations and have an estimated accuracy of +/- 10 meters.
 DL4262
 DL4262.The orthometric height was determined by differential leveling and
 DL4262.adjusted by the WI DEPT OF TRANSP
 DL4262.in May 2012.
 DL4262
 DL4262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4262.GEOID18 height accuracy estimate available here.
 DL4262
 DL4262.Click photographs - Photos may exist for this station.
 DL4262
 DL4262.The dynamic height is computed by dividing the NAVD 88
 DL4262.geopotential number by the normal gravity value computed on the
 DL4262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4262.degrees latitude (g = 980.6199 gals.).
 DL4262
 DL4262.The modeled gravity was interpolated from observed gravity values.
 DL4262
 DL4262;                    North         East    Units  Estimated Accuracy
 DL4262;SPC WI C     -   158,502.      429,102.      MT  (+/- 10 meters HH2 GPS)
 DL4262
 DL4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6460309842(NAD 83)
 DL4262
 DL4262                          SUPERSEDED SURVEY CONTROL
 DL4262
 DL4262.No superseded survey control is available for this station.
 DL4262
 DL4262_MARKER: DD = SURVEY DISK
 DL4262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4262_STAMPING: 6B47 2005
 DL4262_MARK LOGO: WIDT
 DL4262_PROJECTION: FLUSH
 DL4262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4262+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2007
 DL4262
 DL4262  HISTORY     - Date     Condition        Report By
 DL4262  HISTORY     - 2004     MONUMENTED       WIDT
 DL4262  HISTORY     - 20071017 GOOD             WIDT
 DL4262
 DL4262                          STATION DESCRIPTION
 DL4262
 DL4262'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4262'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) EAST OF CLEAR LAKE, 3.7
 DL4262'MI (6.0 KM) NORTHWEST OF GRAYTOWN AND 2.5 MI (4.0 KM) WEST OF REEVE.
 DL4262'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4262'
 DL4262'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DL4262'HIGHWAY P ABOUT 4 MI (6.4 KM) EAST OF THE VILLAGE OF CLEAR LAKE, GO
 DL4262'EAST THEN SOUTH ON COUNTY HIGHWAY A FOR 1.85 MI (3.0 KM) TO A LEFT
 DL4262'CURVE IN THE HIGHWAY WITH 10TH STREET STRAIGHT AHEAD.  CONTINUE SOUTH
 DL4262'ONTO 10TH STREET FOR ABOUT 23 M (75.5 FT) TO THE STATION ON THE LEFT.
 DL4262'
 DL4262'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4262'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4262'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 9.4 M
 DL4262'(30.8 FT) EAST OF THE CENTERLINE OF 10TH STREET, 33 M (108.3 FT) NORTH
 DL4262'OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER 201, 23.5 M
 DL4262'(77.1 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY A, 19.0 M
 DL4262'(62.3 FT) EAST OF POWER POLE NUMBER 7434CC28, 19.0 M (62.3 FT) EAST OF
 DL4262'A TELEPHONE PEDESTAL AND 1.0 M (3.3 FT) EAST, NORTHWEST AND SOUTHWEST
 DL4262'OF A WHITE PLASTIC WITNESS POST.
 DL4262'
 DL4262'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4262'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST OF THE STATION
 DL4262'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4261 ***********************************************************************
 DL4261  DESIGNATION -  6B48
 DL4261  PID         -  DL4261
 DL4261  STATE/COUNTY-  WI/BARRON
 DL4261  COUNTRY     -  US
 DL4261  USGS QUAD   -  GRAYTOWN (2018)
 DL4261
 DL4261                         *CURRENT SURVEY CONTROL
 DL4261  ______________________________________________________________________
 DL4261* NAD 83(1986) POSITION- 45 14 18.7    (N) 092 08 08.6    (W)   HD_HELD2
 DL4261* NAVD 88 ORTHO HEIGHT -   349.270 (meters)     1145.90  (feet) ADJUSTED
 DL4261  ______________________________________________________________________
 DL4261  GEOID HEIGHT    -        -30.403 (meters)                     GEOID18
 DL4261  DYNAMIC HEIGHT  -        349.229 (meters)     1145.76  (feet) COMP
 DL4261  MODELED GRAVITY -    980,489.9   (mgal)                       NAVD 88
 DL4261
 DL4261  VERT ORDER      -  SECOND    CLASS I
 DL4261
 DL4261.The horizontal coordinates were established by autonomous hand held GPS
 DL4261.observations and have an estimated accuracy of +/- 10 meters.
 DL4261
 DL4261.The orthometric height was determined by differential leveling and
 DL4261.adjusted by the WI DEPT OF TRANSP
 DL4261.in May 2012.
 DL4261
 DL4261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4261.GEOID18 height accuracy estimate available here.
 DL4261
 DL4261.Click photographs - Photos may exist for this station.
 DL4261
 DL4261.The dynamic height is computed by dividing the NAVD 88
 DL4261.geopotential number by the normal gravity value computed on the
 DL4261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4261.degrees latitude (g = 980.6199 gals.).
 DL4261
 DL4261.The modeled gravity was interpolated from observed gravity values.
 DL4261
 DL4261;                    North         East    Units  Estimated Accuracy
 DL4261;SPC WI C     -   158,351.      432,331.      MT  (+/- 10 meters HH2 GPS)
 DL4261
 DL4261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6783509811(NAD 83)
 DL4261
 DL4261                          SUPERSEDED SURVEY CONTROL
 DL4261
 DL4261.No superseded survey control is available for this station.
 DL4261
 DL4261_MARKER: DD = SURVEY DISK
 DL4261_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4261_SP_SET: BRIDGE WING WALL
 DL4261_STAMPING: 6B48 2005
 DL4261_MARK LOGO: WIDT
 DL4261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4261+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2007
 DL4261
 DL4261  HISTORY     - Date     Condition        Report By
 DL4261  HISTORY     - 2005     MONUMENTED       WIDT
 DL4261  HISTORY     - 20071017 GOOD             WIDT
 DL4261
 DL4261                          STATION DESCRIPTION
 DL4261
 DL4261'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4261'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF
 DL4261'CLAYTON, 2.7 MI (4.3 KM) NORTH OF GRAYTOWN AND 0.5 MI (0.8 KM) WEST OF
 DL4261'REEVE.
 DL4261'
 DL4261'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DL4261'HIGHWAY K IN THE COMMUNITY OF REEVE ABOUT 11 MI (17.7 KM) SOUTH OF THE
 DL4261'VILLAGE OF TURTLE LAKE, GO WEST ON COUNTY HIGHWAY A FOR 0.5 MI (0.8
 DL4261'KM) TO A BRIDGE OVER THE SOUTH FORK OF HAY CREEK AND THE STATION ON
 DL4261'THE RIGHT.
 DL4261'
 DL4261'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4261'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE NORTH WING
 DL4261'WALL OF THE EAST ABUTMENT OF THE BRIDGE, ABOUT 1 M (3.3 FT) LOWER THAN
 DL4261'THE HIGHWAY PAVEMENT, 5.0 M (16.4 FT) NORTH OF THE CENTERLINE OF
 DL4261'COUNTY HIGHWAY A AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS
 DL4261'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4259 ***********************************************************************
 DL4259  DESIGNATION -  6B49
 DL4259  PID         -  DL4259
 DL4259  STATE/COUNTY-  WI/BARRON
 DL4259  COUNTRY     -  US
 DL4259  USGS QUAD   -  CONNORSVILLE (2018)
 DL4259
 DL4259                         *CURRENT SURVEY CONTROL
 DL4259  ______________________________________________________________________
 DL4259* NAD 83(1986) POSITION- 45 14 18.9    (N) 092 05 56.2    (W)   HD_HELD2
 DL4259* NAVD 88 ORTHO HEIGHT -   371.854 (meters)     1219.99  (feet) ADJUSTED
 DL4259  ______________________________________________________________________
 DL4259  GEOID HEIGHT    -        -30.430 (meters)                     GEOID18
 DL4259  DYNAMIC HEIGHT  -        371.813 (meters)     1219.86  (feet) COMP
 DL4259  MODELED GRAVITY -    980,495.9   (mgal)                       NAVD 88
 DL4259
 DL4259  VERT ORDER      -  SECOND    CLASS I
 DL4259
 DL4259.The horizontal coordinates were established by autonomous hand held GPS
 DL4259.observations and have an estimated accuracy of +/- 10 meters.
 DL4259
 DL4259.The orthometric height was determined by differential leveling and
 DL4259.adjusted by the WI DEPT OF TRANSP
 DL4259.in May 2012.
 DL4259
 DL4259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4259.GEOID18 height accuracy estimate available here.
 DL4259
 DL4259.Click photographs - Photos may exist for this station.
 DL4259
 DL4259.The dynamic height is computed by dividing the NAVD 88
 DL4259.geopotential number by the normal gravity value computed on the
 DL4259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4259.degrees latitude (g = 980.6199 gals.).
 DL4259
 DL4259.The modeled gravity was interpolated from observed gravity values.
 DL4259
 DL4259;                    North         East    Units  Estimated Accuracy
 DL4259;SPC WI C     -   158,282.      435,218.      MT  (+/- 10 meters HH2 GPS)
 DL4259
 DL4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7072109849(NAD 83)
 DL4259
 DL4259                          SUPERSEDED SURVEY CONTROL
 DL4259
 DL4259.No superseded survey control is available for this station.
 DL4259
 DL4259_MARKER: DD = SURVEY DISK
 DL4259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4259_STAMPING: 6B49 2005
 DL4259_MARK LOGO: WIDT
 DL4259_PROJECTION: FLUSH
 DL4259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4259+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 DL4259
 DL4259  HISTORY     - Date     Condition        Report By
 DL4259  HISTORY     - 2004     MONUMENTED       WIDT
 DL4259  HISTORY     - 20071022 GOOD             WIDT
 DL4259
 DL4259                          STATION DESCRIPTION
 DL4259
 DL4259'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4259'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH OF CONNORSVILLE,
 DL4259'5.7 MI (9.2 KM) WEST OF PRAIRIE FARM AND 3.0 MI (4.8 KM)
 DL4259'NORTH-NORTHEAST OF GRAYTOWN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4259'
 DL4259'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DL4259'HIGHWAY K IN THE COMMUNITY OF REEVE ABOUT 11 MI (17.7 KM) SOUTH OF THE
 DL4259'VILLAGE OF TURTLE LAKE, GO EAST ON COUNTY HIGHWAY A FOR 1.0 MI (1.6
 DL4259'KM) TO 2 1/2 STREET ON THE RIGHT.  CONTINUE EAST ON COUNTY HIGHWAY A
 DL4259'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.
 DL4259'
 DL4259'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4259'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4259'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4259'11.1 M (36.4 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY A, 33.4 M
 DL4259'(109.6 FT) NORTHEAST OF POWER POLE NUMBER 541, 24 M (78.7 FT) WEST OF
 DL4259'THE CENTERLINE OF PRIVATE ENTRANCE NUMBER 288, 1.0 M (3.3 FT) SOUTH OF
 DL4259'A BARBED WIRE FENCE, 1.0 M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF
 DL4259'A WHITE PLASTIC WITNESS POST.
 DL4259'
 DL4259'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4259'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4257 ***********************************************************************
 DL4257  DESIGNATION -  6B50
 DL4257  PID         -  DL4257
 DL4257  STATE/COUNTY-  WI/BARRON
 DL4257  COUNTRY     -  US
 DL4257  USGS QUAD   -  CONNORSVILLE (2018)
 DL4257
 DL4257                         *CURRENT SURVEY CONTROL
 DL4257  ______________________________________________________________________
 DL4257* NAD 83(1986) POSITION- 45 14 17.3    (N) 092 00 49.4    (W)   HD_HELD2
 DL4257* NAVD 88 ORTHO HEIGHT -   338.938 (meters)     1112.00  (feet) ADJUSTED
 DL4257  ______________________________________________________________________
 DL4257  GEOID HEIGHT    -        -30.458 (meters)                     GEOID18
 DL4257  DYNAMIC HEIGHT  -        338.903 (meters)     1111.88  (feet) COMP
 DL4257  MODELED GRAVITY -    980,505.9   (mgal)                       NAVD 88
 DL4257
 DL4257  VERT ORDER      -  SECOND    CLASS I
 DL4257
 DL4257.The horizontal coordinates were established by autonomous hand held GPS
 DL4257.observations and have an estimated accuracy of +/- 10 meters.
 DL4257
 DL4257.The orthometric height was determined by differential leveling and
 DL4257.adjusted by the WI DEPT OF TRANSP
 DL4257.in May 2012.
 DL4257
 DL4257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4257.GEOID18 height accuracy estimate available here.
 DL4257
 DL4257.Click photographs - Photos may exist for this station.
 DL4257
 DL4257.The dynamic height is computed by dividing the NAVD 88
 DL4257.geopotential number by the normal gravity value computed on the
 DL4257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4257.degrees latitude (g = 980.6199 gals.).
 DL4257
 DL4257.The modeled gravity was interpolated from observed gravity values.
 DL4257
 DL4257;                    North         East    Units  Estimated Accuracy
 DL4257;SPC WI C     -   158,063.      441,906.      MT  (+/- 10 meters HH2 GPS)
 DL4257
 DL4257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7741109878(NAD 83)
 DL4257
 DL4257                          SUPERSEDED SURVEY CONTROL
 DL4257
 DL4257.No superseded survey control is available for this station.
 DL4257
 DL4257_MARKER: DD = SURVEY DISK
 DL4257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4257_STAMPING: 6B50 2005
 DL4257_MARK LOGO: WIDT
 DL4257_PROJECTION: FLUSH
 DL4257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4257+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DL4257
 DL4257  HISTORY     - Date     Condition        Report By
 DL4257  HISTORY     - 2004     MONUMENTED       WIDT
 DL4257  HISTORY     - 20071023 GOOD             WIDT
 DL4257
 DL4257                          STATION DESCRIPTION
 DL4257
 DL4257'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4257'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF
 DL4257'RIDGELAND, 6.1 MI (9.8 KM) EAST-NORTHEAST OF GRAYTOWN AND 1.6 MI (2.6
 DL4257'KM) WEST OF PRAIRIE FARM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4257'
 DL4257'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DL4257'HIGHWAY P ABOUT 2 MI (3.2 KM) NORTHWEST OF THE VILLAGE OF PRAIRIE
 DL4257'FARM, GO WEST ON COUNTY HIGHWAY A FOR 0.5 MI (0.8 KM) TO SEVENTH
 DL4257'STREET ON THE LEFT.  TURN LEFT AND GO SOUTH ON SEVENTH STREET FOR 1.25
 DL4257'MI (2.0 KM) TO THE STATION ON THE LEFT.
 DL4257'
 DL4257'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4257'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4257'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4257'9.1 M (29.9 FT) EAST OF THE CENTERLINE OF SEVENTH STREET, 62 M (203.4
 DL4257'FT) NORTH OF THE CENTERLINE OF SECOND AVENUE, 1.3 M (4.3 FT) WEST OF A
 DL4257'WIRE FENCE AND 1.0 M (3.3 FT) NORTH AND SOUTH OF A WHITE PLASTIC
 DL4257'WITNESS POST.
 DL4257'
 DL4257'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4257'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST OF THE STATION
 DL4257'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4163 ***********************************************************************
 DL4163  DESIGNATION -  6B51
 DL4163  PID         -  DL4163
 DL4163  STATE/COUNTY-  WI/ST CROIX
 DL4163  COUNTRY     -  US
 DL4163  USGS QUAD   -  GLENWOOD CITY (2018)
 DL4163
 DL4163                         *CURRENT SURVEY CONTROL
 DL4163  ______________________________________________________________________
 DL4163* NAD 83(1986) POSITION- 45 06 16.62   (N) 092 14 14.77   (W)   HD_HELD1
 DL4163* NAVD 88 ORTHO HEIGHT -   355.891 (meters)     1167.62  (feet) ADJUSTED
 DL4163  ______________________________________________________________________
 DL4163  GEOID HEIGHT    -        -30.531 (meters)                     GEOID18
 DL4163  DYNAMIC HEIGHT  -        355.840 (meters)     1167.45  (feet) COMP
 DL4163  MODELED GRAVITY -    980,464.8   (mgal)                       NAVD 88
 DL4163
 DL4163  VERT ORDER      -  SECOND    CLASS I
 DL4163
 DL4163.The horizontal coordinates were determined by differentially corrected
 DL4163.hand held GPS observations or other comparable positioning techniques
 DL4163.and have an estimated accuracy of +/- 3 meters.
 DL4163
 DL4163.The orthometric height was determined by differential leveling and
 DL4163.adjusted by the WI DEPT OF TRANSP
 DL4163.in May 2012.
 DL4163
 DL4163.No vertical observational check was made to the station.
 DL4163
 DL4163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4163.GEOID18 height accuracy estimate available here.
 DL4163
 DL4163.Click photographs - Photos may exist for this station.
 DL4163
 DL4163.The dynamic height is computed by dividing the NAVD 88
 DL4163.geopotential number by the normal gravity value computed on the
 DL4163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4163.degrees latitude (g = 980.6199 gals.).
 DL4163
 DL4163.The modeled gravity was interpolated from observed gravity values.
 DL4163
 DL4163;                    North         East    Units  Estimated Accuracy
 DL4163;SPC WI C     -   143,690.5     423,937.9     MT  (+/- 3 meters HH1 GPS) 
 DL4163
 DL4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5999294854(NAD 83)
 DL4163
 DL4163                          SUPERSEDED SURVEY CONTROL
 DL4163
 DL4163.No superseded survey control is available for this station.
 DL4163
 DL4163_MARKER: DD = SURVEY DISK
 DL4163_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4163_SP_SET: BOX CULVERT WING WALL
 DL4163_STAMPING: 6B51 2005
 DL4163_MARK LOGO: WIDT
 DL4163_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4163+STABILITY: SURFACE MOTION
 DL4163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4163+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4163
 DL4163  HISTORY     - Date     Condition        Report By
 DL4163  HISTORY     - 2005     MONUMENTED       WIDT
 DL4163  HISTORY     - 20070814 GOOD             WIDT
 DL4163  HISTORY     - 20120711 GOOD             WIDT
 DL4163
 DL4163                          STATION DESCRIPTION
 DL4163
 DL4163'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4163'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF GLENWOOD
 DL4163'CITY, 2.5 MI (4.0 KM) SOUTH-SOUTHEAST OF FOREST AND 1.8 MI (2.9 KM)
 DL4163'NORTHEAST OF EMERALD.
 DL4163'
 DL4163'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4163'HIGHWAY 128 ABOUT 6 MI (9.7 KM) NORTH OF GLENWOOD CITY, GO SOUTH ON
 DL4163'STATE HIGHWAY 128 FOR 1.0 MI (1.6 KM) TO COUNTY HIGHWAY S ON THE RIGHT
 DL4163'AND 180TH AVENUE ON THE LEFT.  TURN RIGHT AND GO WEST ON COUNTY
 DL4163'HIGHWAY S FOR 2.0 MI (3.2 KM) TO 280TH STREET ON THE LEFT.  TURN LEFT
 DL4163'AND GO SOUTH ON 280TH STREET FOR 1.15 MI (1.9 KM) TO 170TH AVENUE.
 DL4163'TURN LEFT AND GO EAST ON 170TH AVENUE FOR ABOUT 30 M (98.4 FT) TO A
 DL4163'SMALL BOX CULVERT AND THE STATION ON THE RIGHT.
 DL4163'
 DL4163'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4163'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST WING
 DL4163'WALL OF THE SOUTH END OF A SMALL BOX CULVERT, ABOUT LEVEL WITH ROAD
 DL4163'SURFACE, 4 M (13.1 FT) SOUTH OF THE CENTER OF 170TH AVENUE, 30 M (98.4
 DL4163'FT) EAST OF 280TH STREET, AND 0.2 M (0.7 FT) EAST OF A WHITE PLASTIC
 DL4163'WITNESS POST.
 DL4163
 DL4163                          STATION RECOVERY (2012)
 DL4163
 DL4163'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4163'RECOVERED AS DESCRIBED---NOTE---NOT SUITABLE FOR GPS DUE TO DIFFICULTY
 DL4163'OF SET UP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4162 ***********************************************************************
 DL4162  DESIGNATION -  6B52
 DL4162  PID         -  DL4162
 DL4162  STATE/COUNTY-  WI/ST CROIX
 DL4162  COUNTRY     -  US
 DL4162  USGS QUAD   -  GLENWOOD CITY (2018)
 DL4162
 DL4162                         *CURRENT SURVEY CONTROL
 DL4162  ______________________________________________________________________
 DL4162* NAD 83(1986) POSITION- 45 05 25.03   (N) 092 14 20.08   (W)   HD_HELD1
 DL4162* NAVD 88 ORTHO HEIGHT -   370.231 (meters)     1214.67  (feet) ADJUSTED
 DL4162  ______________________________________________________________________
 DL4162  GEOID HEIGHT    -        -30.549 (meters)                     GEOID18
 DL4162  DYNAMIC HEIGHT  -        370.178 (meters)     1214.49  (feet) COMP
 DL4162  MODELED GRAVITY -    980,463.3   (mgal)                       NAVD 88
 DL4162
 DL4162  VERT ORDER      -  SECOND    CLASS I
 DL4162
 DL4162.The horizontal coordinates were determined by differentially corrected
 DL4162.hand held GPS observations or other comparable positioning techniques
 DL4162.and have an estimated accuracy of +/- 3 meters.
 DL4162
 DL4162.The orthometric height was determined by differential leveling and
 DL4162.adjusted by the WI DEPT OF TRANSP
 DL4162.in May 2012.
 DL4162
 DL4162.No vertical observational check was made to the station.
 DL4162
 DL4162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4162.GEOID18 height accuracy estimate available here.
 DL4162
 DL4162.Click photographs - Photos may exist for this station.
 DL4162
 DL4162.The dynamic height is computed by dividing the NAVD 88
 DL4162.geopotential number by the normal gravity value computed on the
 DL4162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4162.degrees latitude (g = 980.6199 gals.).
 DL4162
 DL4162.The modeled gravity was interpolated from observed gravity values.
 DL4162
 DL4162;                    North         East    Units  Estimated Accuracy
 DL4162;SPC WI C     -   142,101.8     423,778.0     MT  (+/- 3 meters HH1 GPS) 
 DL4162
 DL4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5989193261(NAD 83)
 DL4162
 DL4162                          SUPERSEDED SURVEY CONTROL
 DL4162
 DL4162.No superseded survey control is available for this station.
 DL4162
 DL4162_MARKER: DD = SURVEY DISK
 DL4162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4162_STAMPING: 6B52 2005
 DL4162_MARK LOGO: WIDT
 DL4162_PROJECTION: FLUSH
 DL4162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4162+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4162
 DL4162  HISTORY     - Date     Condition        Report By
 DL4162  HISTORY     - 2004     MONUMENTED       WIDT
 DL4162  HISTORY     - 20070814 GOOD             WIDT
 DL4162  HISTORY     - 20120711 GOOD             WIDT
 DL4162
 DL4162                          STATION DESCRIPTION
 DL4162
 DL4162'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4162'THE STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTHWEST OF GLENWOOD
 DL4162'CITY, 3.4 MI (5.5 KM) SOUTH-SOUTHEAST OF FOREST AND 1.1 MI (1.8 KM)
 DL4162'EAST-NORTHEAST OF EMERALD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4162'
 DL4162'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4162'HIGHWAY 128 ABOUT 6 MI (9.7 KM) NORTH OF GLENWOOD CITY, GO SOUTH ON
 DL4162'STATE HIGHWAY 128 FOR 1.0 MI (1.6 KM) TO COUNTY HIGHWAY S ON THE RIGHT
 DL4162'AND 180TH AVENUE ON THE LEFT.  TURN RIGHT AND GO WEST ON COUNTY
 DL4162'HIGHWAY S FOR 2.0 MI (3.2 KM) TO 280TH STREET ON THE LEFT.  TURN LEFT
 DL4162'AND GO SOUTH ON 280TH STREET FOR 2.15 MI (3.5 KM) TO 160TH AVENUE AND
 DL4162'THE STATION ON THE RIGHT.
 DL4162'
 DL4162'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4162'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4162'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 8.8 M
 DL4162'(28.9 FT) NORTH OF THE CENTERLINE OF 160TH AVENUE, 21.3 M (69.9 FT)
 DL4162'WEST OF THE CENTERLINE OF 280TH STREET, 2 M (6.6 FT) SOUTH OF AN
 DL4162'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST
 DL4162'OF A WHITE PLASTIC WITNESS POST.
 DL4162'
 DL4162'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4162'DEGREES ABOVE THE HORIZON.
 DL4162
 DL4162                          STATION RECOVERY (2012)
 DL4162
 DL4162'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4162'RECOVERED AS DESCRIBED---NOTE---TREES OBSTRUCTING IN THE SOUTHEAST
 DL4162'QUADRANT UP TO 30  ON THE HORIZON.
 DL4162'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4161 ***********************************************************************
 DL4161  DESIGNATION -  6B53
 DL4161  PID         -  DL4161
 DL4161  STATE/COUNTY-  WI/ST CROIX
 DL4161  COUNTRY     -  US
 DL4161  USGS QUAD   -  GLENWOOD CITY (2018)
 DL4161
 DL4161                         *CURRENT SURVEY CONTROL
 DL4161  ______________________________________________________________________
 DL4161* NAD 83(1986) POSITION- 45 05 24.75   (N) 092 12 04.72   (W)   HD_HELD1
 DL4161* NAVD 88 ORTHO HEIGHT -   382.433 (meters)     1254.70  (feet) ADJUSTED
 DL4161  ______________________________________________________________________
 DL4161  GEOID HEIGHT    -        -30.587 (meters)                     GEOID18
 DL4161  DYNAMIC HEIGHT  -        382.380 (meters)     1254.53  (feet) COMP
 DL4161  MODELED GRAVITY -    980,467.6   (mgal)                       NAVD 88
 DL4161
 DL4161  VERT ORDER      -  SECOND    CLASS I
 DL4161
 DL4161.The horizontal coordinates were determined by differentially corrected
 DL4161.hand held GPS observations or other comparable positioning techniques
 DL4161.and have an estimated accuracy of +/- 3 meters.
 DL4161
 DL4161.The orthometric height was determined by differential leveling and
 DL4161.adjusted by the WI DEPT OF TRANSP
 DL4161.in May 2012.
 DL4161
 DL4161.No vertical observational check was made to the station.
 DL4161
 DL4161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4161.GEOID18 height accuracy estimate available here.
 DL4161
 DL4161.Click photographs - Photos may exist for this station.
 DL4161
 DL4161.The dynamic height is computed by dividing the NAVD 88
 DL4161.geopotential number by the normal gravity value computed on the
 DL4161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4161.degrees latitude (g = 980.6199 gals.).
 DL4161
 DL4161.The modeled gravity was interpolated from observed gravity values.
 DL4161
 DL4161;                    North         East    Units  Estimated Accuracy
 DL4161;SPC WI C     -   142,012.2     426,736.4     MT  (+/- 3 meters HH1 GPS) 
 DL4161
 DL4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6285093281(NAD 83)
 DL4161
 DL4161                          SUPERSEDED SURVEY CONTROL
 DL4161
 DL4161.No superseded survey control is available for this station.
 DL4161
 DL4161_MARKER: DD = SURVEY DISK
 DL4161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4161_STAMPING: 6B53 2005
 DL4161_MARK LOGO: WIDT
 DL4161_PROJECTION: FLUSH
 DL4161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4161+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4161
 DL4161  HISTORY     - Date     Condition        Report By
 DL4161  HISTORY     - 2004     MONUMENTED       WIDT
 DL4161  HISTORY     - 20070815 GOOD             WIDT
 DL4161  HISTORY     - 20120711 GOOD             WIDT
 DL4161
 DL4161                          STATION DESCRIPTION
 DL4161
 DL4161'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4161'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHEAST OF FOREST, 2.8
 DL4161'MI (4.5 KM) EAST OF EMERALD AND 2.6 MI (4.2 KM) NORTH-NORTHWEST OF
 DL4161'GLENWOOD CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4161'
 DL4161'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 128 WITH
 DL4161'COUNTY HIGHWAY G JUST WEST OF THE CITY OF GLENWOOD CITY, GO
 DL4161'NORTHWESTERLY ON STATE HIGHWAY 128 FOR 1.2 MI (1.9 KM) TO 152ND AVENUE
 DL4161'ON THE LEFT.  TURN LEFT AND GO WEST ON 152ND AVENUE FOR 0.15 MI (0.2
 DL4161'KM) TO 300TH STREET.  TURN RIGHT AND GO NORTH ON 300TH STREET FOR 0.75
 DL4161'MI (1.2 KM) TO 160TH AVENUE.  TURN LEFT AND GO WEST ON 160TH AVENUE
 DL4161'FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DL4161'
 DL4161'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4161'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4161'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 7.9 M
 DL4161'(25.9 FT) NORTH OF THE CENTERLINE OF 160TH AVENUE, 12.4 M (40.7 FT)
 DL4161'WEST OF A METAL POST FOR A DANGEROUS INTERSECTION SIGN, 2 M (6.6 FT)
 DL4161'SOUTH OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST,
 DL4161'AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4161'
 DL4161'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4161'DEGREES ABOVE THE HORIZON.
 DL4161
 DL4161                          STATION RECOVERY (2012)
 DL4161
 DL4161'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4161'RECOVERED AS DESCRIBED---NOTE---TREES OBSTRUCTING IN THE NORTH AND
 DL4161'NORTHWEST UP TO 20  ON THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4159 ***********************************************************************
 DL4159  DESIGNATION -  6B54
 DL4159  PID         -  DL4159
 DL4159  STATE/COUNTY-  WI/ST CROIX
 DL4159  COUNTRY     -  US
 DL4159  USGS QUAD   -  GLENWOOD CITY (2018)
 DL4159
 DL4159                         *CURRENT SURVEY CONTROL
 DL4159  ______________________________________________________________________
 DL4159* NAD 83(1986) POSITION- 45 03 41.69   (N) 092 10 38.03   (W)   HD_HELD1
 DL4159* NAVD 88 ORTHO HEIGHT -   316.623 (meters)     1038.79  (feet) ADJUSTED
 DL4159  ______________________________________________________________________
 DL4159  GEOID HEIGHT    -        -30.636 (meters)                     GEOID18
 DL4159  DYNAMIC HEIGHT  -        316.580 (meters)     1038.65  (feet) COMP
 DL4159  MODELED GRAVITY -    980,472.8   (mgal)                       NAVD 88
 DL4159
 DL4159  VERT ORDER      -  SECOND    CLASS I
 DL4159
 DL4159.The horizontal coordinates were determined by differentially corrected
 DL4159.hand held GPS observations or other comparable positioning techniques
 DL4159.and have an estimated accuracy of +/- 3 meters.
 DL4159
 DL4159.The orthometric height was determined by differential leveling and
 DL4159.adjusted by the WI DEPT OF TRANSP
 DL4159.in May 2012.
 DL4159
 DL4159.No vertical observational check was made to the station.
 DL4159
 DL4159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4159.GEOID18 height accuracy estimate available here.
 DL4159
 DL4159.Click photographs - Photos may exist for this station.
 DL4159
 DL4159.The dynamic height is computed by dividing the NAVD 88
 DL4159.geopotential number by the normal gravity value computed on the
 DL4159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4159.degrees latitude (g = 980.6199 gals.).
 DL4159
 DL4159.The modeled gravity was interpolated from observed gravity values.
 DL4159
 DL4159;                    North         East    Units  Estimated Accuracy
 DL4159;SPC WI C     -   138,781.0     428,546.1     MT  (+/- 3 meters HH1 GPS) 
 DL4159
 DL4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6477790120(NAD 83)
 DL4159
 DL4159                          SUPERSEDED SURVEY CONTROL
 DL4159
 DL4159.No superseded survey control is available for this station.
 DL4159
 DL4159_MARKER: DD = SURVEY DISK
 DL4159_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4159_SP_SET: BRIDGE WING WALL
 DL4159_STAMPING: 6B54 2005
 DL4159_MARK LOGO: WIDT
 DL4159_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4159+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4159
 DL4159  HISTORY     - Date     Condition        Report By
 DL4159  HISTORY     - 2005     MONUMENTED       WIDT
 DL4159  HISTORY     - 20070815 GOOD             WIDT
 DL4159  HISTORY     - 20120711 GOOD             WIDT
 DL4159
 DL4159                          STATION DESCRIPTION
 DL4159
 DL4159'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4159'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF
 DL4159'CONNORSVILLE, 4.2 MI (6.8 KM) EAST-SOUTHEAST OF EMERALD AND 0.3 MI
 DL4159'(0.5 KM) NORTHWEST OF GLENWOOD CITY.
 DL4159'
 DL4159'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 128 SOUTH (OAK
 DL4159'STREET) WITH STATE HIGHWAY 170 IN THE CITY OF GLENWOOD CITY, GO WEST
 DL4159'ON STATE HIGHWAY 128 SOUTH (OAK STREET) FOR 0.25 MI (0.4 KM) TO SYME
 DL4159'AVENUE.  TURN RIGHT AND GO NORTH ON SYME AVENUE FOR 0.2 MI (0.3 KM) TO
 DL4159'A SMALL BRIDGE OVER TIFFANY CREEK AND THE STATION ON THE LEFT.
 DL4159'
 DL4159'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4159'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH WING
 DL4159'WALL OF THE WEST ABUTMENT OF THE BRIDGE, ABOUT 1 M (3.3 FT) LOWER THAN
 DL4159'THE STREET PAVEMENT, 6.3 M (20.7 FT) WEST OF THE CENTERLINE OF SYME
 DL4159'AVENUE AND 0.2 M (0.7 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DL4159
 DL4159                          STATION RECOVERY (2012)
 DL4159
 DL4159'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4159'RECOVERED AS DESCRIBED---NOTE---STATION IS CLEAR ABOVE 20  ON THE
 DL4159'HORIZON EXCEPT TREES TO THE SOUTHWEST UP TO 40 .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4158 ***********************************************************************
 DL4158  DESIGNATION -  6B55
 DL4158  PID         -  DL4158
 DL4158  STATE/COUNTY-  WI/ST CROIX
 DL4158  COUNTRY     -  US
 DL4158  USGS QUAD   -  GLENWOOD CITY (2018)
 DL4158
 DL4158                         *CURRENT SURVEY CONTROL
 DL4158  ______________________________________________________________________
 DL4158* NAD 83(1986) POSITION- 45 02 36.96   (N) 092 10 26.95   (W)   HD_HELD1
 DL4158* NAVD 88 ORTHO HEIGHT -   308.631 (meters)     1012.57  (feet) ADJUSTED
 DL4158  ______________________________________________________________________
 DL4158  GEOID HEIGHT    -        -30.652 (meters)                     GEOID18
 DL4158  DYNAMIC HEIGHT  -        308.589 (meters)     1012.43  (feet) COMP
 DL4158  MODELED GRAVITY -    980,473.2   (mgal)                       NAVD 88
 DL4158
 DL4158  VERT ORDER      -  SECOND    CLASS I
 DL4158
 DL4158.The horizontal coordinates were determined by differentially corrected
 DL4158.hand held GPS observations or other comparable positioning techniques
 DL4158.and have an estimated accuracy of +/- 3 meters.
 DL4158
 DL4158.The orthometric height was determined by differential leveling and
 DL4158.adjusted by the WI DEPT OF TRANSP
 DL4158.in May 2012.
 DL4158
 DL4158.No vertical observational check was made to the station.
 DL4158
 DL4158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4158.GEOID18 height accuracy estimate available here.
 DL4158
 DL4158.Click photographs - Photos may exist for this station.
 DL4158
 DL4158.The dynamic height is computed by dividing the NAVD 88
 DL4158.geopotential number by the normal gravity value computed on the
 DL4158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4158.degrees latitude (g = 980.6199 gals.).
 DL4158
 DL4158.The modeled gravity was interpolated from observed gravity values.
 DL4158
 DL4158;                    North         East    Units  Estimated Accuracy
 DL4158;SPC WI C     -   136,777.1     428,734.9     MT  (+/- 3 meters HH1 GPS) 
 DL4158
 DL4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6504088125(NAD 83)
 DL4158
 DL4158                          SUPERSEDED SURVEY CONTROL
 DL4158
 DL4158.No superseded survey control is available for this station.
 DL4158
 DL4158_MARKER: DD = SURVEY DISK
 DL4158_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4158_SP_SET: BRIDGE ABUTMENT
 DL4158_STAMPING: 6B55 2005
 DL4158_MARK LOGO: WIDT
 DL4158_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4158+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4158
 DL4158  HISTORY     - Date     Condition        Report By
 DL4158  HISTORY     - 2005     MONUMENTED       WIDT
 DL4158  HISTORY     - 20070821 GOOD             WIDT
 DL4158  HISTORY     - 20120711 GOOD             WIDT
 DL4158
 DL4158                          STATION DESCRIPTION
 DL4158
 DL4158'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4158'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF WILSON, 4.9 MI
 DL4158'(7.9 KM) EAST-SOUTHEAST OF EMERALD AND 1.0 MI (1.6 KM) SOUTH OF
 DL4158'GLENWOOD CITY.
 DL4158'
 DL4158'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 128 WITH
 DL4158'COUNTY HIGHWAY G ABOUT 1 MI (1.6 KM) SOUTH OF THE CITY OF GLENWOOD
 DL4158'CITY, GO SOUTH ON STATE HIGHWAY 128 FOR 0.15 MI (0.2 KM) TO A BRIDGE
 DL4158'OVER BLUE CREEK AND THE STATION ON THE RIGHT.
 DL4158'
 DL4158'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4158'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DL4158'THE SOUTH ABUTMENT OF BRIDGE NUMBER B-55-158-96, ABOUT LEVEL WITH THE
 DL4158'HIGHWAY PAVEMENT, 5.5 M (18.0 FT) WEST OF THE CENTERLINE OF STATE
 DL4158'HIGHWAY 128 AND 0.2 M (0.7 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DL4158
 DL4158                          STATION RECOVERY (2012)
 DL4158
 DL4158'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4158'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4165 ***********************************************************************
 DL4165  DESIGNATION -  6B56
 DL4165  PID         -  DL4165
 DL4165  STATE/COUNTY-  WI/ST CROIX
 DL4165  COUNTRY     -  US
 DL4165  USGS QUAD   -  GLENWOOD CITY (2018)
 DL4165
 DL4165                         *CURRENT SURVEY CONTROL
 DL4165  ______________________________________________________________________
 DL4165* NAD 83(1986) POSITION- 45 02 46.67   (N) 092 09 24.99   (W)   HD_HELD1
 DL4165* NAVD 88 ORTHO HEIGHT -   303.881 (meters)      996.98  (feet) ADJUSTED
 DL4165  ______________________________________________________________________
 DL4165  GEOID HEIGHT    -        -30.661 (meters)                     GEOID18
 DL4165  DYNAMIC HEIGHT  -        303.840 (meters)      996.85  (feet) COMP
 DL4165  MODELED GRAVITY -    980,477.3   (mgal)                       NAVD 88
 DL4165
 DL4165  VERT ORDER      -  SECOND    CLASS I
 DL4165
 DL4165.The horizontal coordinates were determined by differentially corrected
 DL4165.hand held GPS observations or other comparable positioning techniques
 DL4165.and have an estimated accuracy of +/- 3 meters.
 DL4165
 DL4165.The orthometric height was determined by differential leveling and
 DL4165.adjusted by the WI DEPT OF TRANSP
 DL4165.in May 2012.
 DL4165
 DL4165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4165.GEOID18 height accuracy estimate available here.
 DL4165
 DL4165.Click photographs - Photos may exist for this station.
 DL4165
 DL4165.The dynamic height is computed by dividing the NAVD 88
 DL4165.geopotential number by the normal gravity value computed on the
 DL4165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4165.degrees latitude (g = 980.6199 gals.).
 DL4165
 DL4165.The modeled gravity was interpolated from observed gravity values.
 DL4165
 DL4165;                    North         East    Units  Estimated Accuracy
 DL4165;SPC WI C     -   137,040.5     430,098.3     MT  (+/- 3 meters HH1 GPS) 
 DL4165
 DL4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6639288439(NAD 83)
 DL4165
 DL4165                          SUPERSEDED SURVEY CONTROL
 DL4165
 DL4165.No superseded survey control is available for this station.
 DL4165
 DL4165_MARKER: DD = SURVEY DISK
 DL4165_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4165_SP_SET: BRIDGE ABUTMENT
 DL4165_STAMPING: 6B56 2005
 DL4165_MARK LOGO: WIDT
 DL4165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4165+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4165
 DL4165  HISTORY     - Date     Condition        Report By
 DL4165  HISTORY     - 2005     MONUMENTED       WIDT
 DL4165  HISTORY     - 20070816 GOOD             WIDT
 DL4165  HISTORY     - 20120711 GOOD             WIDT
 DL4165
 DL4165                          STATION DESCRIPTION
 DL4165
 DL4165'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4165'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) WEST OF BOYCEVILLE, 5.5
 DL4165'MI (8.8 KM) EAST-SOUTHEAST OF EMERALD AND 1.1 MI (1.8 KM) SOUTHEAST OF
 DL4165'GLENWOOD CITY.
 DL4165'
 DL4165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 128 WITH
 DL4165'COUNTY HIGHWAY G ABOUT 1 MI (1.6 KM) SOUTH OF THE CITY OF GLENWOOD
 DL4165'CITY, GO EAST ON COUNTY HIGHWAY G FOR 0.8 MI (1.3 KM) TO 320TH STREET
 DL4165'ON THE LEFT.  TURN LEFT AND GO NORTH ON 320TH STREET FOR 0.05 MI (0.1
 DL4165'KM) TO A BRIDGE OVER TIFFANY CREEK AND THE STATION ON THE LEFT.
 DL4165'
 DL4165'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4165'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DL4165'THE SOUTH ABUTMENT OF BRIDGE NUMBER B-55-107-88, ABOUT LEVEL WITH ROAD
 DL4165'PAVEMENT, 4.2 M (13.8 FT) WEST OF THE CENTERLINE OF 320TH STREET AND
 DL4165'0.2 M (0.7 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DL4165
 DL4165                          STATION RECOVERY (2012)
 DL4165
 DL4165'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4165'RECOVERED AS DESCRIBED---NOTE---STATION HAS TREES DIRECTLY OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4167 ***********************************************************************
 DL4167  DESIGNATION -  6B57
 DL4167  PID         -  DL4167
 DL4167  STATE/COUNTY-  WI/DUNN
 DL4167  COUNTRY     -  US
 DL4167  USGS QUAD   -  BOYCEVILLE (2018)
 DL4167
 DL4167                         *CURRENT SURVEY CONTROL
 DL4167  ______________________________________________________________________
 DL4167* NAD 83(1986) POSITION- 45 02 40.97   (N) 092 03 29.79   (W)   HD_HELD1
 DL4167* NAVD 88 ORTHO HEIGHT -   289.629 (meters)      950.22  (feet) ADJUSTED
 DL4167  ______________________________________________________________________
 DL4167  GEOID HEIGHT    -        -30.693 (meters)                     GEOID18
 DL4167  DYNAMIC HEIGHT  -        289.597 (meters)      950.12  (feet) COMP
 DL4167  MODELED GRAVITY -    980,499.2   (mgal)                       NAVD 88
 DL4167
 DL4167  VERT ORDER      -  SECOND    CLASS I
 DL4167
 DL4167.The horizontal coordinates were determined by differentially corrected
 DL4167.hand held GPS observations or other comparable positioning techniques
 DL4167.and have an estimated accuracy of +/- 3 meters.
 DL4167
 DL4167.The orthometric height was determined by differential leveling and
 DL4167.adjusted by the WI DEPT OF TRANSP
 DL4167.in May 2012.
 DL4167
 DL4167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4167.GEOID18 height accuracy estimate available here.
 DL4167
 DL4167.Click photographs - Photos may exist for this station.
 DL4167
 DL4167.The dynamic height is computed by dividing the NAVD 88
 DL4167.geopotential number by the normal gravity value computed on the
 DL4167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4167.degrees latitude (g = 980.6199 gals.).
 DL4167
 DL4167.The modeled gravity was interpolated from observed gravity values.
 DL4167
 DL4167;                    North         East    Units  Estimated Accuracy
 DL4167;SPC WI C     -   136,662.9     437,864.1     MT  (+/- 3 meters HH1 GPS) 
 DL4167
 DL4167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7416488348(NAD 83)
 DL4167
 DL4167                          SUPERSEDED SURVEY CONTROL
 DL4167
 DL4167.No superseded survey control is available for this station.
 DL4167
 DL4167_MARKER: DD = SURVEY DISK
 DL4167_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4167_SP_SET: BRIDGE ABUTMENT
 DL4167_STAMPING: 6B57 2005
 DL4167_MARK LOGO: WIDT
 DL4167_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4167+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 DL4167
 DL4167  HISTORY     - Date     Condition        Report By
 DL4167  HISTORY     - 2005     MONUMENTED       WIDT
 DL4167  HISTORY     - 20070820 GOOD             WIDT
 DL4167
 DL4167                          STATION DESCRIPTION
 DL4167
 DL4167'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4167'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF KNAPP, 5.7 MI
 DL4167'(9.2 KM) EAST OF GLENWOOD CITY AND 0.9 MI (1.4 KM) WEST OF BOYCEVILLE.
 DL4167'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79 NORTH (EAST
 DL4167'STREET) WITH STATE HIGHWAY 170 (RAILROAD AVENUE) IN THE VILLAGE OF
 DL4167'BOYCEVILLE, GO WEST ON STATE HIGHWAY 170 (RAILROAD AVENUE) FOR 1.0 MI
 DL4167'(1.6 KM) TO DUFFY ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON DUFFY
 DL4167'ROAD FOR 0.2 MI (0.3 KM) TO A BRIDGE OVER TIFFANY CREEK AND THE
 DL4167'STATION ON THE LEFT.
 DL4167'
 DL4167'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4167'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DL4167'THE SOUTH ABUTMENT OF BRIDGE NUMBER B-17-94-85, ABOUT LEVEL WITH THE
 DL4167'ROAD PAVEMENT, 5.0 M (16.4 FT) WEST OF THE CENTERLINE OF DUFFY ROAD
 DL4167'AND 0.3 M (1.0 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4433 ***********************************************************************
 DL4433  DESIGNATION -  6B58
 DL4433  PID         -  DL4433
 DL4433  STATE/COUNTY-  WI/BARRON
 DL4433  COUNTRY     -  US
 DL4433  USGS QUAD   -  ALMENA (2018)
 DL4433
 DL4433                         *CURRENT SURVEY CONTROL
 DL4433  ______________________________________________________________________
 DL4433* NAD 83(1986) POSITION- 45 24 14.2    (N) 092 06 58.6    (W)   HD_HELD2
 DL4433* NAVD 88 ORTHO HEIGHT -   373.048 (meters)     1223.91  (feet) ADJUSTED
 DL4433  ______________________________________________________________________
 DL4433  GEOID HEIGHT    -        -30.036 (meters)                     GEOID18
 DL4433  DYNAMIC HEIGHT  -        373.007 (meters)     1223.77  (feet) COMP
 DL4433  MODELED GRAVITY -    980,496.5   (mgal)                       NAVD 88
 DL4433
 DL4433  VERT ORDER      -  SECOND    CLASS I
 DL4433
 DL4433.The horizontal coordinates were established by autonomous hand held GPS
 DL4433.observations and have an estimated accuracy of +/- 10 meters.
 DL4433
 DL4433.The orthometric height was determined by differential leveling and
 DL4433.adjusted by the WI DEPT OF TRANSP
 DL4433.in May 2012.
 DL4433
 DL4433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4433.GEOID18 height accuracy estimate available here.
 DL4433
 DL4433.Click photographs - Photos may exist for this station.
 DL4433
 DL4433.The dynamic height is computed by dividing the NAVD 88
 DL4433.geopotential number by the normal gravity value computed on the
 DL4433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4433.degrees latitude (g = 980.6199 gals.).
 DL4433
 DL4433.The modeled gravity was interpolated from observed gravity values.
 DL4433
 DL4433;                    North         East    Units  Estimated Accuracy
 DL4433;SPC WI C     -   176,689.      434,336.      MT  (+/- 10 meters HH2 GPS)
 DL4433
 DL4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6915928204(NAD 83)
 DL4433
 DL4433                          SUPERSEDED SURVEY CONTROL
 DL4433
 DL4433.No superseded survey control is available for this station.
 DL4433
 DL4433_MARKER: DD = SURVEY DISK
 DL4433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4433_STAMPING: 6B58 2006
 DL4433_MARK LOGO: WIDT
 DL4433_PROJECTION: FLUSH
 DL4433_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4433+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2007
 DL4433
 DL4433  HISTORY     - Date     Condition        Report By
 DL4433  HISTORY     - 2005     MONUMENTED       WIDT
 DL4433  HISTORY     - 20070905 GOOD             WIDT
 DL4433
 DL4433                          STATION DESCRIPTION
 DL4433
 DL4433'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4433'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHEAST OF
 DL4433'CLAYTON, 4.1 MI (6.6 KM) WEST-SOUTHWEST OF ALMENA AND 1.4 MI (2.3 KM)
 DL4433'EAST-NORTHEAST OF TURTLE LAKE.
 DL4433'
 DL4433'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH US HIGHWAY
 DL4433'63 NORTH ON THE NORTHEAST SIDE OF THE VILLAGE OF TURTLE LAKE, GO EAST
 DL4433'ON US HIGHWAY 8 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE LEFT.
 DL4433'
 DL4433'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4433'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4433'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4433'LEVEL WITH THE HIGHWAY PAVEMENT, 20.9 M (68.6 FT) NORTH OF THE YELLOW
 DL4433'CENTERLINE OF US HIGHWAY 8, APPROXIMATELY 118 M (387.1 FT) WEST OF
 DL4433'SECOND STREET AND THE EXTENDED CENTERLINE OF COUNTY HIGHWAY KK, 55.3 M
 DL4433'(181.4 FT) EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 40.5 M (132.9
 DL4433'FT) NORTH-NORTHWEST OF A RIGHT TURN LANE SIGN POST, 32.2 M (105.6 FT)
 DL4433'WEST-SOUTHWEST OF A YELLOW PLASTIC RIGHT-OF-WAY POST, APPROXIMATELY 4
 DL4433'M (13.1 FT) SOUTH OF A CULTIVATED FIELD AND 1.0 M (3.3 FT) NORTH,
 DL4433'SOUTHEAST AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4433'
 DL4433'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4433'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4431 ***********************************************************************
 DL4431  DESIGNATION -  6B59
 DL4431  PID         -  DL4431
 DL4431  STATE/COUNTY-  WI/BARRON
 DL4431  COUNTRY     -  US
 DL4431  USGS QUAD   -  ALMENA (2018)
 DL4431
 DL4431                         *CURRENT SURVEY CONTROL
 DL4431  ______________________________________________________________________
 DL4431* NAD 83(1986) POSITION- 45 24 35.0    (N) 092 03 18.6    (W)   HD_HELD2
 DL4431* NAVD 88 ORTHO HEIGHT -   363.430 (meters)     1192.35  (feet) ADJUSTED
 DL4431  ______________________________________________________________________
 DL4431  GEOID HEIGHT    -        -30.163 (meters)                     GEOID18
 DL4431  DYNAMIC HEIGHT  -        363.390 (meters)     1192.22  (feet) COMP
 DL4431  MODELED GRAVITY -    980,497.5   (mgal)                       NAVD 88
 DL4431
 DL4431  VERT ORDER      -  SECOND    CLASS I
 DL4431
 DL4431.The horizontal coordinates were established by autonomous hand held GPS
 DL4431.observations and have an estimated accuracy of +/- 10 meters.
 DL4431
 DL4431.The orthometric height was determined by differential leveling and
 DL4431.adjusted by the WI DEPT OF TRANSP
 DL4431.in May 2012.
 DL4431
 DL4431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4431.GEOID18 height accuracy estimate available here.
 DL4431
 DL4431.Click photographs - Photos may exist for this station.
 DL4431
 DL4431.The dynamic height is computed by dividing the NAVD 88
 DL4431.geopotential number by the normal gravity value computed on the
 DL4431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4431.degrees latitude (g = 980.6199 gals.).
 DL4431
 DL4431.The modeled gravity was interpolated from observed gravity values.
 DL4431
 DL4431;                    North         East    Units  Estimated Accuracy
 DL4431;SPC WI C     -   177,208.      439,135.      MT  (+/- 10 meters HH2 GPS)
 DL4431
 DL4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7393428901(NAD 83)
 DL4431
 DL4431                          SUPERSEDED SURVEY CONTROL
 DL4431
 DL4431.No superseded survey control is available for this station.
 DL4431
 DL4431_MARKER: DD = SURVEY DISK
 DL4431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4431_STAMPING: 6B59 2006
 DL4431_MARK LOGO: WIDT
 DL4431_PROJECTION: FLUSH
 DL4431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4431+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2007
 DL4431
 DL4431  HISTORY     - Date     Condition        Report By
 DL4431  HISTORY     - 2005     MONUMENTED       WIDT
 DL4431  HISTORY     - 20070906 GOOD             WIDT
 DL4431
 DL4431                          STATION DESCRIPTION
 DL4431
 DL4431'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4431'THE STATION IS LOCATED ABOUT 4.6 MI (7.3 KM) WEST OF POSKIN, 4.4 MI
 DL4431'(7.0 KM) EAST-NORTHEAST OF TURTLE LAKE AND 1.2 MI (1.9 KM)
 DL4431'WEST-SOUTHWEST OF ALMENA.
 DL4431'
 DL4431'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DL4431'HIGHWAY P (CLINTON STREET) ON THE SOUTH SIDE OF THE VILLAGE OF ALMENA,
 DL4431'GO WEST ON US HIGHWAY 8 FOR 1.0 MI (1.6 KM) TO FIFTH STREET.  CONTINUE
 DL4431'WEST ON US HIGHWAY 8 FOR 0.06 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DL4431'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4431'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4431'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4431'LEVEL WITH THE HIGHWAY PAVEMENT, 21.9 M (71.9 FT) NORTH OF THE
 DL4431'CENTERLINE OF THE TWO WESTBOUND LANES OF US HIGHWAY 8, APPROXIMATELY
 DL4431'105 M (344.5 FT) WEST OF THE CENTERLINE OF FIFTH STREET, 75.5 M (247.7
 DL4431'FT) NORTHEAST OF A FIFTH STREET AHEAD SIGN POST, 51.5 M (169.0 FT)
 DL4431'NORTHWEST OF A RIGHT TURN LANE SIGN POST, 47.5 M (155.8 FT)
 DL4431'NORTH-NORTHWEST OF A YELLOW PLASTIC RIGHT-OF-WAY POST AND 1.0 M (3.3
 DL4431'FT) NORTH, SOUTHWEST AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4431'
 DL4431'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4431'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4256 ***********************************************************************
 DL4256  DESIGNATION -  6C01
 DL4256  PID         -  DL4256
 DL4256  STATE/COUNTY-  WI/BARRON
 DL4256  COUNTRY     -  US
 DL4256  USGS QUAD   -  RIDGELAND (2018)
 DL4256
 DL4256                         *CURRENT SURVEY CONTROL
 DL4256  ______________________________________________________________________
 DL4256* NAD 83(1986) POSITION- 45 13 38.56   (N) 091 59 18.90   (W)   HD_HELD1
 DL4256* NAVD 88 ORTHO HEIGHT -   311.801 (meters)     1022.97  (feet) ADJUSTED
 DL4256  ______________________________________________________________________
 DL4256  GEOID HEIGHT    -        -30.469 (meters)                     GEOID18
 DL4256  DYNAMIC HEIGHT  -        311.769 (meters)     1022.86  (feet) COMP
 DL4256  MODELED GRAVITY -    980,507.6   (mgal)                       NAVD 88
 DL4256
 DL4256  VERT ORDER      -  SECOND    CLASS I
 DL4256
 DL4256.The horizontal coordinates were determined by differentially corrected
 DL4256.hand held GPS observations or other comparable positioning techniques
 DL4256.and have an estimated accuracy of +/- 3 meters.
 DL4256
 DL4256.The orthometric height was determined by differential leveling and
 DL4256.adjusted by the WI DEPT OF TRANSP
 DL4256.in May 2012.
 DL4256
 DL4256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4256.GEOID18 height accuracy estimate available here.
 DL4256
 DL4256.Click photographs - Photos may exist for this station.
 DL4256
 DL4256.The dynamic height is computed by dividing the NAVD 88
 DL4256.geopotential number by the normal gravity value computed on the
 DL4256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4256.degrees latitude (g = 980.6199 gals.).
 DL4256
 DL4256.The modeled gravity was interpolated from observed gravity values.
 DL4256
 DL4256;                    North         East    Units  Estimated Accuracy
 DL4256;SPC WI C     -   156,819.3     443,849.8     MT  (+/- 3 meters HH1 GPS) 
 DL4256
 DL4256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7939908707(NAD 83)
 DL4256
 DL4256                          SUPERSEDED SURVEY CONTROL
 DL4256
 DL4256.No superseded survey control is available for this station.
 DL4256
 DL4256_MARKER: DD = SURVEY DISK
 DL4256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4256_STAMPING: 6C01 2005
 DL4256_MARK LOGO: WIDT
 DL4256_PROJECTION: FLUSH
 DL4256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4256+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 DL4256
 DL4256  HISTORY     - Date     Condition        Report By
 DL4256  HISTORY     - 2004     MONUMENTED       WIDT
 DL4256  HISTORY     - 20071024 GOOD             WIDT
 DL4256
 DL4256                          STATION DESCRIPTION
 DL4256
 DL4256'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4256'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF
 DL4256'GRAYTOWN, 4.8 MI (7.7 KM) WEST-NORTHWEST OF RIDGELAND AND 0.8 MI (1.3
 DL4256'KM) SOUTH-SOUTHWEST OF PRAIRIE FARM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4256'
 DL4256'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F AND COUNTY
 DL4256'HIGHWAY A WEST (RIVER AVENUE) WITH COUNTY HIGHWAY A EAST (HEPBURN
 DL4256'STREET) IN THE VILLAGE OF PRAIRIE FARM, GO SOUTH ON COUNTY HIGHWAY F
 DL4256'(RIVER AVENUE) FOR 0.75 MI (1.2 KM) TO FIRST AVENUE ON THE RIGHT.
 DL4256'TURN RIGHT AND GO WEST ON FIRST AVENUE FOR 0.1 MI (0.2 KM) TO THE
 DL4256'STATION ON THE RIGHT.
 DL4256'
 DL4256'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4256'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4256'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 9.3 M
 DL4256'(30.5 FT) NORTH OF THE CENTERLINE OF FIRST AVENUE, 72 M (236.2 FT)
 DL4256'EAST OF A WOODEN POST FOR A SPEED LIMIT 35 SIGN, 32.5 M (106.6 FT)
 DL4256'NORTHEAST OF A POWER POLE AND 1.0 M (3.3 FT) NORTH, SOUTHEAST AND
 DL4256'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4256'
 DL4256'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4256'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4312 ***********************************************************************
 DL4312  DESIGNATION -  6C02
 DL4312  PID         -  DL4312
 DL4312  STATE/COUNTY-  WI/DUNN
 DL4312  COUNTRY     -  US
 DL4312  USGS QUAD   -  RIDGELAND (2018)
 DL4312
 DL4312                         *CURRENT SURVEY CONTROL
 DL4312  ______________________________________________________________________
 DL4312* NAD 83(1986) POSITION- 45 12 31.37   (N) 091 57 45.55   (W)   HD_HELD1
 DL4312* NAVD 88 ORTHO HEIGHT -   348.192 (meters)     1142.36  (feet) ADJUSTED
 DL4312  ______________________________________________________________________
 DL4312  GEOID HEIGHT    -        -30.472 (meters)                     GEOID18
 DL4312  DYNAMIC HEIGHT  -        348.159 (meters)     1142.25  (feet) COMP
 DL4312  MODELED GRAVITY -    980,512.6   (mgal)                       NAVD 88
 DL4312
 DL4312  VERT ORDER      -  SECOND    CLASS I
 DL4312
 DL4312.The horizontal coordinates were determined by differentially corrected
 DL4312.hand held GPS observations or other comparable positioning techniques
 DL4312.and have an estimated accuracy of +/- 3 meters.
 DL4312
 DL4312.The orthometric height was determined by differential leveling and
 DL4312.adjusted by the WI DEPT OF TRANSP
 DL4312.in May 2012.
 DL4312
 DL4312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4312.GEOID18 height accuracy estimate available here.
 DL4312
 DL4312.Click photographs - Photos may exist for this station.
 DL4312
 DL4312.The dynamic height is computed by dividing the NAVD 88
 DL4312.geopotential number by the normal gravity value computed on the
 DL4312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4312.degrees latitude (g = 980.6199 gals.).
 DL4312
 DL4312.The modeled gravity was interpolated from observed gravity values.
 DL4312
 DL4312;                    North         East    Units  Estimated Accuracy
 DL4312;SPC WI C     -   154,696.2     445,835.5     MT  (+/- 3 meters HH1 GPS) 
 DL4312
 DL4312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8146106659(NAD 83)
 DL4312
 DL4312                          SUPERSEDED SURVEY CONTROL
 DL4312
 DL4312.No superseded survey control is available for this station.
 DL4312
 DL4312_MARKER: DD = SURVEY DISK
 DL4312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4312_STAMPING: 6C02 2005
 DL4312_MARK LOGO: WIDT
 DL4312_PROJECTION: FLUSH
 DL4312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4312+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 DL4312
 DL4312  HISTORY     - Date     Condition        Report By
 DL4312  HISTORY     - 2004     MONUMENTED       WIDT
 DL4312  HISTORY     - 20071024 GOOD             WIDT
 DL4312
 DL4312                          STATION DESCRIPTION
 DL4312
 DL4312'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4312'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-SOUTHWEST OF
 DL4312'DALLAS, 3.3 MI (5.3 KM) WEST OF RIDGELAND AND 2.2 MI (3.5 KM)
 DL4312'SOUTH-SOUTHEAST OF PRAIRIE FARM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4312'
 DL4312'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F AND COUNTY
 DL4312'HIGHWAY A WEST (RIVER AVENUE) WITH COUNTY HIGHWAY A EAST (HEPBURN
 DL4312'STREET) IN THE VILLAGE OF PRAIRIE FARM, GO SOUTH ON COUNTY HIGHWAY F
 DL4312'(RIVER AVENUE) FOR 2.0 MI (3.2 KM) TO 1450TH AVENUE ON THE LEFT.  TURN
 DL4312'LEFT AND GO EASTERLY FOR 1.05 MI (1.7 KM) TO 381ST STREET ON THE
 DL4312'RIGHT.  CONTINUE NORTHEAST ON 450TH AVENUE 0.3 MI (0.5 KM) TO THE
 DL4312'STATION ON THE LEFT.
 DL4312'
 DL4312'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4312'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4312'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE STREET PAVEMENT, 6.2
 DL4312'M (20.3 FT) NORTHWEST OF THE CENTERLINE OF 1450TH AVENUE, 12.6 M (41.3
 DL4312'FT) NORTHWEST OF A WOODEN POST WITH A NO TRESPASSING SIGN AND 1.0 M
 DL4312'(3.3 FT) SOUTH, EAST AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4312'
 DL4312'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4312'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4255 ***********************************************************************
 DL4255  DESIGNATION -  6C03
 DL4255  PID         -  DL4255
 DL4255  STATE/COUNTY-  WI/BARRON
 DL4255  COUNTRY     -  US
 DL4255  USGS QUAD   -  RIDGELAND (2018)
 DL4255
 DL4255                         *CURRENT SURVEY CONTROL
 DL4255  ______________________________________________________________________
 DL4255* NAD 83(1986) POSITION- 45 13 01.87   (N) 091 55 57.29   (W)   HD_HELD1
 DL4255* NAVD 88 ORTHO HEIGHT -   358.644 (meters)     1176.65  (feet) ADJUSTED
 DL4255  ______________________________________________________________________
 DL4255  GEOID HEIGHT    -        -30.461 (meters)                     GEOID18
 DL4255  DYNAMIC HEIGHT  -        358.610 (meters)     1176.54  (feet) COMP
 DL4255  MODELED GRAVITY -    980,512.3   (mgal)                       NAVD 88
 DL4255
 DL4255  VERT ORDER      -  SECOND    CLASS I
 DL4255
 DL4255.The horizontal coordinates were determined by differentially corrected
 DL4255.hand held GPS observations or other comparable positioning techniques
 DL4255.and have an estimated accuracy of +/- 3 meters.
 DL4255
 DL4255.The orthometric height was determined by differential leveling and
 DL4255.adjusted by the WI DEPT OF TRANSP
 DL4255.in May 2012.
 DL4255
 DL4255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4255.GEOID18 height accuracy estimate available here.
 DL4255
 DL4255.Click photographs - Photos may exist for this station.
 DL4255
 DL4255.The dynamic height is computed by dividing the NAVD 88
 DL4255.geopotential number by the normal gravity value computed on the
 DL4255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4255.degrees latitude (g = 980.6199 gals.).
 DL4255
 DL4255.The modeled gravity was interpolated from observed gravity values.
 DL4255
 DL4255;                    North         East    Units  Estimated Accuracy
 DL4255;SPC WI C     -   155,580.8     448,219.6     MT  (+/- 3 meters HH1 GPS) 
 DL4255
 DL4255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8381007631(NAD 83)
 DL4255
 DL4255                          SUPERSEDED SURVEY CONTROL
 DL4255
 DL4255.No superseded survey control is available for this station.
 DL4255
 DL4255_MARKER: DD = SURVEY DISK
 DL4255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4255_STAMPING: 6C03 2005
 DL4255_MARK LOGO: WIDT
 DL4255_PROJECTION: FLUSH
 DL4255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4255+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2007
 DL4255
 DL4255  HISTORY     - Date     Condition        Report By
 DL4255  HISTORY     - 2004     MONUMENTED       WIDT
 DL4255  HISTORY     - 20071025 GOOD             WIDT
 DL4255
 DL4255                          STATION DESCRIPTION
 DL4255
 DL4255'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4255'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-SOUTHWEST OF
 DL4255'DALLAS, 2.8 MI (4.5 KM) EAST-SOUTHEAST OF PRAIRIE FARM AND 2.0 MI (3.2
 DL4255'KM) WEST-NORTHWEST OF RIDGELAND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4255'
 DL4255'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DL4255'HIGHWAY A WEST ABOUT 2 MI (3.2 KM) NORTH OF THE VILLAGE OF RIDGELAND,
 DL4255'GO WEST ON COUNTY HIGHWAY A FOR 2.65 MI (4.3 KM) TO 11TH STREET ON THE
 DL4255'LEFT.  TURN LEFT AND GO SOUTH ON 11TH STREET FOR 0.75 MI (1.2 KM) TO
 DL4255'FIRST AVENUE ON THE RIGHT.  CONTINUE SOUTH ON 11TH STREET FOR 0.35 MI
 DL4255'(0.6 KM) TO THE STATION ON THE RIGHT.
 DL4255'
 DL4255'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4255'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4255'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE STREET PAVEMENT, 8.5
 DL4255'M (27.9 FT) WEST OF THE CENTERLINE OF 11TH STREET, 27.1 M (88.9 FT)
 DL4255'NORTHWEST OF TELEPHONE PEDESTAL NUMBER 6 251 LP4, 9 M (29.5 FT) SOUTH
 DL4255'OF A FIELD ENTRANCE, 1.0 M (3.3 FT) WEST, NORTHEAST AND SOUTHEAST OF A
 DL4255'WHITE PLASTIC WITNESS POST.
 DL4255'
 DL4255'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER THAN 15 DEGREES
 DL4255'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4254 ***********************************************************************
 DL4254  DESIGNATION -  6C04
 DL4254  PID         -  DL4254
 DL4254  STATE/COUNTY-  WI/BARRON
 DL4254  COUNTRY     -  US
 DL4254  USGS QUAD   -  RIDGELAND (2018)
 DL4254
 DL4254                         *CURRENT SURVEY CONTROL
 DL4254  ______________________________________________________________________
 DL4254* NAD 83(1986) POSITION- 45 13 48.19   (N) 091 54 47.21   (W)   HD_HELD1
 DL4254* NAVD 88 ORTHO HEIGHT -   328.153 (meters)     1076.62  (feet) ADJUSTED
 DL4254  ______________________________________________________________________
 DL4254  GEOID HEIGHT    -        -30.462 (meters)                     GEOID18
 DL4254  DYNAMIC HEIGHT  -        328.121 (meters)     1076.51  (feet) COMP
 DL4254  MODELED GRAVITY -    980,510.1   (mgal)                       NAVD 88
 DL4254
 DL4254  VERT ORDER      -  SECOND    CLASS I
 DL4254
 DL4254.The horizontal coordinates were determined by differentially corrected
 DL4254.hand held GPS observations or other comparable positioning techniques
 DL4254.and have an estimated accuracy of +/- 3 meters.
 DL4254
 DL4254.The orthometric height was determined by differential leveling and
 DL4254.adjusted by the WI DEPT OF TRANSP
 DL4254.in May 2012.
 DL4254
 DL4254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4254.GEOID18 height accuracy estimate available here.
 DL4254
 DL4254.Click photographs - Photos may exist for this station.
 DL4254
 DL4254.The dynamic height is computed by dividing the NAVD 88
 DL4254.geopotential number by the normal gravity value computed on the
 DL4254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4254.degrees latitude (g = 980.6199 gals.).
 DL4254
 DL4254.The modeled gravity was interpolated from observed gravity values.
 DL4254
 DL4254;                    North         East    Units  Estimated Accuracy
 DL4254;SPC WI C     -   156,974.1     449,781.8     MT  (+/- 3 meters HH1 GPS) 
 DL4254
 DL4254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8531909081(NAD 83)
 DL4254
 DL4254                          SUPERSEDED SURVEY CONTROL
 DL4254
 DL4254.No superseded survey control is available for this station.
 DL4254
 DL4254_MARKER: DD = SURVEY DISK
 DL4254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4254_STAMPING: 6C04 2005
 DL4254_MARK LOGO: WIDT
 DL4254_PROJECTION: FLUSH
 DL4254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4254+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DL4254
 DL4254  HISTORY     - Date     Condition        Report By
 DL4254  HISTORY     - 2004     MONUMENTED       WIDT
 DL4254  HISTORY     - 20071029 GOOD             WIDT
 DL4254
 DL4254                          STATION DESCRIPTION
 DL4254
 DL4254'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4254'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST OF DALLAS,
 DL4254'3.4 MI (5.5 KM) EAST OF PRAIRIE FARM AND 2.0 MI (3.2 KM)
 DL4254'NORTH-NORTHWEST OF RIDGELAND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4254'
 DL4254'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DL4254'HIGHWAY A WEST ABOUT 2 MI (3.2 KM) NORTH OF THE VILLAGE OF RIDGELAND,
 DL4254'GO WEST ON COUNTY HIGHWAY A FOR 1.5 MI (2.4 KM) TO COUNTY HIGHWAY AA
 DL4254'ON THE LEFT AND 12TH STREET ON THE RIGHT.  CONTINUE WEST ON COUNTY
 DL4254'HIGHWAY A FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DL4254'
 DL4254'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4254'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4254'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4254'12.5 M (41.0 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY A, 27.6 M
 DL4254'(90.6 FT) NORTH OF POWER POLE NUMBER 8429BB2, 10 M (32.8 FT) WEST OF A
 DL4254'FIELD ENTRANCE, 3.0 M (9.8 FT) SOUTH OF A BARBED WIRE FENCE AND 1.0 M
 DL4254'(3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DL4254'POST.
 DL4254'
 DL4254'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4254'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4251 ***********************************************************************
 DL4251  DESIGNATION -  6C06
 DL4251  PID         -  DL4251
 DL4251  STATE/COUNTY-  WI/BARRON
 DL4251  COUNTRY     -  US
 DL4251  USGS QUAD   -  RIDGELAND NE (2018)
 DL4251
 DL4251                         *CURRENT SURVEY CONTROL
 DL4251  ______________________________________________________________________
 DL4251* NAD 83(1986) POSITION- 45 13 10.5    (N) 091 47 19.3    (W)   HD_HELD2
 DL4251* NAVD 88 ORTHO HEIGHT -   317.817 (meters)     1042.70  (feet) ADJUSTED
 DL4251  ______________________________________________________________________
 DL4251  GEOID HEIGHT    -        -30.461 (meters)                     GEOID18
 DL4251  DYNAMIC HEIGHT  -        317.791 (meters)     1042.62  (feet) COMP
 DL4251  MODELED GRAVITY -    980,526.5   (mgal)                       NAVD 88
 DL4251
 DL4251  VERT ORDER      -  SECOND    CLASS I
 DL4251
 DL4251.The horizontal coordinates were established by autonomous hand held GPS
 DL4251.observations and have an estimated accuracy of +/- 10 meters.
 DL4251
 DL4251.The orthometric height was determined by differential leveling and
 DL4251.adjusted by the WI DEPT OF TRANSP
 DL4251.in May 2012.
 DL4251
 DL4251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4251.GEOID18 height accuracy estimate available here.
 DL4251
 DL4251.Click photographs - Photos may exist for this station.
 DL4251
 DL4251.The dynamic height is computed by dividing the NAVD 88
 DL4251.geopotential number by the normal gravity value computed on the
 DL4251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4251.degrees latitude (g = 980.6199 gals.).
 DL4251
 DL4251.The modeled gravity was interpolated from observed gravity values.
 DL4251
 DL4251;                    North         East    Units  Estimated Accuracy
 DL4251;SPC WI C     -   155,588.      459,524.      MT  (+/- 10 meters HH2 GPS)
 DL4251
 DL4251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9510408057(NAD 83)
 DL4251
 DL4251                          SUPERSEDED SURVEY CONTROL
 DL4251
 DL4251.No superseded survey control is available for this station.
 DL4251
 DL4251_MARKER: DD = SURVEY DISK
 DL4251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4251_STAMPING: 6C06 2005
 DL4251_MARK LOGO: WIDT
 DL4251_PROJECTION: FLUSH
 DL4251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4251+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2007
 DL4251
 DL4251  HISTORY     - Date     Condition        Report By
 DL4251  HISTORY     - 2004     MONUMENTED       WIDT
 DL4251  HISTORY     - 20071030 GOOD             WIDT
 DL4251
 DL4251                          STATION DESCRIPTION
 DL4251
 DL4251'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4251'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTHWEST OF SAND CREEK,
 DL4251'5.3 MI (8.5 KM) EAST-NORTHEAST OF RIDGELAND AND 3.0 MI (4.8 KM)
 DL4251'SOUTH-SOUTHEAST OF DALLAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4251'
 DL4251'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A (DALLAS
 DL4251'STREET - 3 1/2 AVENUE) WITH COUNTY HIGHWAY U SOUTH AND SHALE AVENUE TO
 DL4251'THE NORTH IN THE VILLAGE OF DALLAS, GO SOUTH ON COUNTY HIGHWAY U SOUTH
 DL4251'FOR 2.9 MI (4.7 KM) TO 17 1/2 STREET ON THE RIGHT.  CONTINUE EAST THEN
 DL4251'SOUTH ON COUNTY HIGHWAY U FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 DL4251'LEFT.
 DL4251'
 DL4251'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4251'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4251'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4251'7.1 M (23.3 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY U, 62 M
 DL4251'(203.4 FT) SOUTH-SOUTHEAST OF A POWER POLE, 49.3 M (161.7 FT)
 DL4251'NORTH-NORTHEAST OF A POWER POLE, 1 M (3.3 FT) WEST OF AN AGRICULTURAL
 DL4251'FIELD AND 1.0 M (3.3 FT) EAST, NORTHWEST AND SOUTHWEST OF A WHITE
 DL4251'PLASTIC WITNESS POST.
 DL4251'
 DL4251'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4251'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4250 ***********************************************************************
 DL4250  DESIGNATION -  6C07
 DL4250  PID         -  DL4250
 DL4250  STATE/COUNTY-  WI/BARRON
 DL4250  COUNTRY     -  US
 DL4250  USGS QUAD   -  RIDGELAND NE (2018)
 DL4250
 DL4250                         *CURRENT SURVEY CONTROL
 DL4250  ______________________________________________________________________
 DL4250* NAD 83(1986) POSITION- 45 12 31.8    (N) 091 45 29.3    (W)   HD_HELD2
 DL4250* NAVD 88 ORTHO HEIGHT -   313.359 (meters)     1028.08  (feet) ADJUSTED
 DL4250  ______________________________________________________________________
 DL4250  GEOID HEIGHT    -        -30.464 (meters)                     GEOID18
 DL4250  DYNAMIC HEIGHT  -        313.336 (meters)     1028.00  (feet) COMP
 DL4250  MODELED GRAVITY -    980,532.6   (mgal)                       NAVD 88
 DL4250
 DL4250  VERT ORDER      -  SECOND    CLASS I
 DL4250
 DL4250.The horizontal coordinates were established by autonomous hand held GPS
 DL4250.observations and have an estimated accuracy of +/- 10 meters.
 DL4250
 DL4250.The orthometric height was determined by differential leveling and
 DL4250.adjusted by the WI DEPT OF TRANSP
 DL4250.in May 2012.
 DL4250
 DL4250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4250.GEOID18 height accuracy estimate available here.
 DL4250
 DL4250.Click photographs - Photos may exist for this station.
 DL4250
 DL4250.The dynamic height is computed by dividing the NAVD 88
 DL4250.geopotential number by the normal gravity value computed on the
 DL4250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4250.degrees latitude (g = 980.6199 gals.).
 DL4250
 DL4250.The modeled gravity was interpolated from observed gravity values.
 DL4250
 DL4250;                    North         East    Units  Estimated Accuracy
 DL4250;SPC WI C     -   154,341.      461,897.      MT  (+/- 10 meters HH2 GPS)
 DL4250
 DL4250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9752106899(NAD 83)
 DL4250
 DL4250                          SUPERSEDED SURVEY CONTROL
 DL4250
 DL4250.No superseded survey control is available for this station.
 DL4250
 DL4250_MARKER: DD = SURVEY DISK
 DL4250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4250_STAMPING: 6C07 2005
 DL4250_MARK LOGO: WIDT
 DL4250_PROJECTION: FLUSH
 DL4250_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4250+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 DL4250
 DL4250  HISTORY     - Date     Condition        Report By
 DL4250  HISTORY     - 2004     MONUMENTED       WIDT
 DL4250  HISTORY     - 20071031 GOOD             WIDT
 DL4250
 DL4250                          STATION DESCRIPTION
 DL4250
 DL4250'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4250'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF RIDGELAND, 4.6
 DL4250'MI (7.4 KM) NORTHWEST OF SAND CREEK AND 4.4 MI (7.1 KM) SOUTHEAST OF
 DL4250'DALLAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4250'
 DL4250'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A (DALLAS
 DL4250'STREET - 3 1/2 AVENUE) WITH COUNTY HIGHWAY U SOUTH AND SHALE AVENUE TO
 DL4250'THE NORTH IN THE VILLAGE OF DALLAS, GO SOUTHERLY ON COUNTY HIGHWAY U
 DL4250'SOUTH FOR 5.4 MI (8.7 KM) TO 19 1/4 STREET ON THE LEFT.  CONTINUE EAST
 DL4250'THEN SOUTH ON COUNTY HIGHWAY U FOR 0.45 MI (0.7 KM) TO THE STATION ON
 DL4250'THE RIGHT.
 DL4250'
 DL4250'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4250'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4250'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4250'7.6 M (24.9 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY U, 49.4 M
 DL4250'(162.1 FT) NORTH OF A WOODEN POST FOR A DUNN COUNTY U SIGN, 40 M
 DL4250'(131.2 FT) NORTH OF A FIELD ENTRANCE, 26.4 M (86.6 FT) NORTHWEST OF A
 DL4250'POWER POLE AND 1.0 M (3.3 FT) WEST, NORTHEAST AND SOUTHEAST OF A WHITE
 DL4250'PLASTIC WITNESS POST.
 DL4250'
 DL4250'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4250'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4168 ***********************************************************************
 DL4168  DESIGNATION -  6C08
 DL4168  PID         -  DL4168
 DL4168  STATE/COUNTY-  WI/DUNN
 DL4168  COUNTRY     -  US
 DL4168  USGS QUAD   -  WHEELER (2018)
 DL4168
 DL4168                         *CURRENT SURVEY CONTROL
 DL4168  ______________________________________________________________________
 DL4168* NAD 83(1986) POSITION- 45 02 45.02   (N) 091 59 39.06   (W)   HD_HELD1
 DL4168* NAVD 88 ORTHO HEIGHT -   289.763 (meters)      950.66  (feet) ADJUSTED
 DL4168  ______________________________________________________________________
 DL4168  GEOID HEIGHT    -        -30.694 (meters)                     GEOID18
 DL4168  DYNAMIC HEIGHT  -        289.734 (meters)      950.57  (feet) COMP
 DL4168  MODELED GRAVITY -    980,508.6   (mgal)                       NAVD 88
 DL4168
 DL4168  VERT ORDER      -  SECOND    CLASS I
 DL4168
 DL4168.The horizontal coordinates were determined by differentially corrected
 DL4168.hand held GPS observations or other comparable positioning techniques
 DL4168.and have an estimated accuracy of +/- 3 meters.
 DL4168
 DL4168.The orthometric height was determined by differential leveling and
 DL4168.adjusted by the WI DEPT OF TRANSP
 DL4168.in May 2012.
 DL4168
 DL4168.No vertical observational check was made to the station.
 DL4168
 DL4168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4168.GEOID18 height accuracy estimate available here.
 DL4168
 DL4168.Click photographs - Photos may exist for this station.
 DL4168
 DL4168.The dynamic height is computed by dividing the NAVD 88
 DL4168.geopotential number by the normal gravity value computed on the
 DL4168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4168.degrees latitude (g = 980.6199 gals.).
 DL4168
 DL4168.The modeled gravity was interpolated from observed gravity values.
 DL4168
 DL4168;                    North         East    Units  Estimated Accuracy
 DL4168;SPC WI C     -   136,661.9     442,914.8     MT  (+/- 3 meters HH1 GPS) 
 DL4168
 DL4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7921088534(NAD 83)
 DL4168
 DL4168                          SUPERSEDED SURVEY CONTROL
 DL4168
 DL4168.No superseded survey control is available for this station.
 DL4168
 DL4168_MARKER: DD = SURVEY DISK
 DL4168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4168_STAMPING: 6C08 2005
 DL4168_MARK LOGO: WIDT
 DL4168_PROJECTION: FLUSH
 DL4168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4168+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 DL4168
 DL4168  HISTORY     - Date     Condition        Report By
 DL4168  HISTORY     - 2004     MONUMENTED       WIDT
 DL4168  HISTORY     - 20070821 GOOD             WIDT
 DL4168
 DL4168                          STATION DESCRIPTION
 DL4168
 DL4168'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4168'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF
 DL4168'KNAPP, 4.2 MI (6.8 KM) WEST OF WHEELER AND 2.3 MI (3.7 KM) EAST OF
 DL4168'BOYCEVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4168'
 DL4168'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79 SOUTH WITH
 DL4168'STATE HIGHWAY 170 (RAILROAD AVENUE) IN THE VILLAGE OF BOYCEVILLE, GO
 DL4168'EAST ON STATE HIGHWAY 170 (RAILROAD AVENUE) FOR 1.6 M (5.2 FT) TO
 DL4168'320TH STREET.  CONTINUE EAST ON STATE HIGHWAY 170 FOR 0.3 MI (0.5 KM)
 DL4168'TO THE STATION ON THE LEFT.
 DL4168'
 DL4168'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4168'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4168'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4168'9.5 M (31.2 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 170, 52.4 M
 DL4168'(171.9 FT) WEST-NORTHWEST OF A POWER POLE, 42.6 M (139.8 FT)
 DL4168'EAST-NORTHEAST OF A POWER POLE, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST,
 DL4168'AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4168'
 DL4168'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4168'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4172 ***********************************************************************
 DL4172  DESIGNATION -  6C09
 DL4172  PID         -  DL4172
 DL4172  STATE/COUNTY-  WI/DUNN
 DL4172  COUNTRY     -  US
 DL4172  USGS QUAD   -  NORTON (2018)
 DL4172
 DL4172                         *CURRENT SURVEY CONTROL
 DL4172  ______________________________________________________________________
 DL4172* NAD 83(1986) POSITION- 45 00 59.4    (N) 091 49 20.9    (W)   HD_HELD2
 DL4172* NAVD 88 ORTHO HEIGHT -   289.419 (meters)      949.54  (feet) ADJUSTED
 DL4172  ______________________________________________________________________
 DL4172  GEOID HEIGHT    -        -30.737 (meters)                     GEOID18
 DL4172  DYNAMIC HEIGHT  -        289.390 (meters)      949.44  (feet) COMP
 DL4172  MODELED GRAVITY -    980,509.1   (mgal)                       NAVD 88
 DL4172
 DL4172  VERT ORDER      -  SECOND    CLASS I
 DL4172
 DL4172.The horizontal coordinates were established by autonomous hand held GPS
 DL4172.observations and have an estimated accuracy of +/- 10 meters.
 DL4172
 DL4172.The orthometric height was determined by differential leveling and
 DL4172.adjusted by the WI DEPT OF TRANSP
 DL4172.in May 2012.
 DL4172
 DL4172.No vertical observational check was made to the station.
 DL4172
 DL4172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4172.GEOID18 height accuracy estimate available here.
 DL4172
 DL4172.Click photographs - Photos may exist for this station.
 DL4172
 DL4172.The dynamic height is computed by dividing the NAVD 88
 DL4172.geopotential number by the normal gravity value computed on the
 DL4172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4172.degrees latitude (g = 980.6199 gals.).
 DL4172
 DL4172.The modeled gravity was interpolated from observed gravity values.
 DL4172
 DL4172;                    North         East    Units  Estimated Accuracy
 DL4172;SPC WI C     -   133,085.      456,365.      MT  (+/- 10 meters HH2 GPS)
 DL4172
 DL4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9278085457(NAD 83)
 DL4172
 DL4172                          SUPERSEDED SURVEY CONTROL
 DL4172
 DL4172.No superseded survey control is available for this station.
 DL4172
 DL4172_MARKER: DD = SURVEY DISK
 DL4172_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4172_SP_SET: BOX CULVERT WING WALL
 DL4172_STAMPING: 6C09 2005
 DL4172_MARK LOGO: WIDT
 DL4172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4172+STABILITY: SURFACE MOTION
 DL4172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4172+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DL4172
 DL4172  HISTORY     - Date     Condition        Report By
 DL4172  HISTORY     - 2005     MONUMENTED       WIDT
 DL4172  HISTORY     - 20070829 GOOD             WIDT
 DL4172
 DL4172                          STATION DESCRIPTION
 DL4172
 DL4172'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4172'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) WEST-NORTHWEST OF COLFAX,
 DL4172'4.6 MI (7.4 KM) EAST-SOUTHEAST OF WHEELER AND 0.6 MI (1.0 KM) EAST OF
 DL4172'NORTON.
 DL4172'
 DL4172'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 170 WITH
 DL4172'COUNTY HIGHWAY D ABOUT 5.5 MI (8.8 KM) WEST OF THE VILLAGE OF COLFAX,
 DL4172'GO EAST ON STATE HIGHWAY 170 FOR 0.6 MI (1.0 KM) TO A SMALL BOX
 DL4172'CULVERT AND THE STATION ON THE LEFT.
 DL4172'
 DL4172'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4172'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST WING
 DL4172'WALL OF THE NORTH END OF THE SMALL BOX CULVERT, ABOUT 2 M (6.6 FT)
 DL4172'BELOW THE HIGHWAY PAVEMENT, 4.9 M (16.1 FT) NORTH OF THE CENTERLINE OF
 DL4172'STATE HIGHWAY 170, 60 M (196.9 FT) WEST OF 670TH STREET AND 0.3 M (1.0
 DL4172'FT) EAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4173 ***********************************************************************
 DL4173  DESIGNATION -  6C10
 DL4173  PID         -  DL4173
 DL4173  STATE/COUNTY-  WI/DUNN
 DL4173  COUNTRY     -  US
 DL4173  USGS QUAD   -  NORTON (2018)
 DL4173
 DL4173                         *CURRENT SURVEY CONTROL
 DL4173  ______________________________________________________________________
 DL4173* NAD 83(1986) POSITION- 45 00 59.39   (N) 091 47 22.41   (W)   HD_HELD1
 DL4173* NAVD 88 ORTHO HEIGHT -   285.246 (meters)      935.84  (feet) ADJUSTED
 DL4173  ______________________________________________________________________
 DL4173  GEOID HEIGHT    -        -30.747 (meters)                     GEOID18
 DL4173  DYNAMIC HEIGHT  -        285.218 (meters)      935.75  (feet) COMP
 DL4173  MODELED GRAVITY -    980,510.1   (mgal)                       NAVD 88
 DL4173
 DL4173  VERT ORDER      -  SECOND    CLASS I
 DL4173
 DL4173.The horizontal coordinates were determined by differentially corrected
 DL4173.hand held GPS observations or other comparable positioning techniques
 DL4173.and have an estimated accuracy of +/- 3 meters.
 DL4173
 DL4173.The orthometric height was determined by differential leveling and
 DL4173.adjusted by the WI DEPT OF TRANSP
 DL4173.in May 2012.
 DL4173
 DL4173.No vertical observational check was made to the station.
 DL4173
 DL4173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4173.GEOID18 height accuracy estimate available here.
 DL4173
 DL4173.Click photographs - Photos may exist for this station.
 DL4173
 DL4173.The dynamic height is computed by dividing the NAVD 88
 DL4173.geopotential number by the normal gravity value computed on the
 DL4173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4173.degrees latitude (g = 980.6199 gals.).
 DL4173
 DL4173.The modeled gravity was interpolated from observed gravity values.
 DL4173
 DL4173;                    North         East    Units  Estimated Accuracy
 DL4173;SPC WI C     -   133,026.6     458,958.8     MT  (+/- 3 meters HH1 GPS) 
 DL4173
 DL4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9537385495(NAD 83)
 DL4173
 DL4173                          SUPERSEDED SURVEY CONTROL
 DL4173
 DL4173.No superseded survey control is available for this station.
 DL4173
 DL4173_MARKER: DD = SURVEY DISK
 DL4173_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4173_SP_SET: BOX CULVERT WING WALL
 DL4173_STAMPING: 6C10 2005
 DL4173_MARK LOGO: WIDT
 DL4173_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4173+STABILITY: SURFACE MOTION
 DL4173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4173+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DL4173
 DL4173  HISTORY     - Date     Condition        Report By
 DL4173  HISTORY     - 2005     MONUMENTED       WIDT
 DL4173  HISTORY     - 20070829 GOOD             WIDT
 DL4173
 DL4173                          STATION DESCRIPTION
 DL4173
 DL4173'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4173'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-SOUTHEAST OF
 DL4173'WHEELER, 3.4 MI (5.5 KM) WEST-NORTHWEST OF COLFAX AND 2.2 MI (3.5 KM)
 DL4173'EAST OF NORTON.
 DL4173'
 DL4173'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 170
 DL4173'(UNIVERSITY AVENUE) WITH STATE HIGHWAY 40 SOUTH (MAIN STREET) IN THE
 DL4173'VILLAGE OF COLFAX, GO WESTERLY ON STATE HIGHWAY 170 FOR 3.7 MI (6.0
 DL4173'KM) TO 910TH AVENUE (RIVER STREET) ON THE LEFT.  CONTINUE WEST ON
 DL4173'STATE HIGHWAY 170 FOR 0.05 MI (0.1 KM) TO A BOX CULVERT AND THE
 DL4173'STATION ON THE RIGHT.
 DL4173'
 DL4173'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4173'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST WING
 DL4173'WALL OF THE NORTH END OF BOX CULVERT NUMBER C-17-39-98, ABOUT 1 M (3.3
 DL4173'FT) BELOW THE HIGHWAY PAVEMENT, 7.2 M (23.6 FT) NORTH OF THE
 DL4173'CENTERLINE OF STATE HIGHWAY 170 AND 0.2 M (0.7 FT) WEST OF A WHITE
 DL4173'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4174 ***********************************************************************
 DL4174  DESIGNATION -  6C11
 DL4174  PID         -  DL4174
 DL4174  STATE/COUNTY-  WI/DUNN
 DL4174  COUNTRY     -  US
 DL4174  USGS QUAD   -  NORTON (2018)
 DL4174
 DL4174                         *CURRENT SURVEY CONTROL
 DL4174  ______________________________________________________________________
 DL4174* NAD 83(1986) POSITION- 45 00 57.02   (N) 091 45 10.86   (W)   HD_HELD1
 DL4174* NAVD 88 ORTHO HEIGHT -   309.810 (meters)     1016.44  (feet) ADJUSTED
 DL4174  ______________________________________________________________________
 DL4174  GEOID HEIGHT    -        -30.761 (meters)                     GEOID18
 DL4174  DYNAMIC HEIGHT  -        309.780 (meters)     1016.34  (feet) COMP
 DL4174  MODELED GRAVITY -    980,512.0   (mgal)                       NAVD 88
 DL4174
 DL4174  VERT ORDER      -  SECOND    CLASS I
 DL4174
 DL4174.The horizontal coordinates were determined by differentially corrected
 DL4174.hand held GPS observations or other comparable positioning techniques
 DL4174.and have an estimated accuracy of +/- 3 meters.
 DL4174
 DL4174.The orthometric height was determined by differential leveling and
 DL4174.adjusted by the WI DEPT OF TRANSP
 DL4174.in May 2012.
 DL4174
 DL4174.No vertical observational check was made to the station.
 DL4174
 DL4174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4174.GEOID18 height accuracy estimate available here.
 DL4174
 DL4174.Click photographs - Photos may exist for this station.
 DL4174
 DL4174.The dynamic height is computed by dividing the NAVD 88
 DL4174.geopotential number by the normal gravity value computed on the
 DL4174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4174.degrees latitude (g = 980.6199 gals.).
 DL4174
 DL4174.The modeled gravity was interpolated from observed gravity values.
 DL4174
 DL4174;                    North         East    Units  Estimated Accuracy
 DL4174;SPC WI C     -   132,890.6     461,836.8     MT  (+/- 3 meters HH1 GPS) 
 DL4174
 DL4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9825485466(NAD 83)
 DL4174
 DL4174                          SUPERSEDED SURVEY CONTROL
 DL4174
 DL4174.No superseded survey control is available for this station.
 DL4174
 DL4174_MARKER: DD = SURVEY DISK
 DL4174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4174_STAMPING: 6C11 2005
 DL4174_MARK LOGO: WIDT
 DL4174_PROJECTION: FLUSH
 DL4174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4174+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DL4174
 DL4174  HISTORY     - Date     Condition        Report By
 DL4174  HISTORY     - 2004     MONUMENTED       WIDT
 DL4174  HISTORY     - 20070829 GOOD             WIDT
 DL4174
 DL4174                          STATION DESCRIPTION
 DL4174
 DL4174'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4174'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-SOUTHEAST OF
 DL4174'WHEELER, 4.0 MI (6.4 KM) EAST OF NORTON AND 1.8 MI (2.9 KM) NORTHWEST
 DL4174'OF COLFAX.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4174'
 DL4174'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 170
 DL4174'(UNIVERSITY AVENUE) WITH STATE HIGHWAY 40 SOUTH (MAIN STREET) IN THE
 DL4174'VILLAGE OF COLFAX, GO WESTERLY ON STATE HIGHWAY 170 FOR 1.9 MI (3.1
 DL4174'KM) TO 810TH STREET (HIGHLAND DRIVE) ON THE RIGHT AND THE STATION ON
 DL4174'THE RIGHT.
 DL4174'
 DL4174'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4174'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4174'INCH) DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) HIGHER THAN THE
 DL4174'HIGHWAY PAVEMENT, 31.3 M (102.7 FT) NORTH OF THE CENTERLINE OF STATE
 DL4174'HIGHWAY 170, 34.5 M (113.2 FT) WEST-NORTHWEST OF POWER POLE NUMBER
 DL4174'8317EE33, 27.5 M (90.2 FT) EAST OF THE CENTERLINE OF 810TH STREET
 DL4174'(HIGHLAND DRIVE), 1.0 M (3.3 FT) SOUTH OF A BARBED WIRE FENCE AND 1.0
 DL4174'M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DL4174'POST.
 DL4174'
 DL4174'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4174'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4175 ***********************************************************************
 DL4175  DESIGNATION -  6C12
 DL4175  PID         -  DL4175
 DL4175  STATE/COUNTY-  WI/DUNN
 DL4175  COUNTRY     -  US
 DL4175  USGS QUAD   -  COLFAX NORTH (2018)
 DL4175
 DL4175                         *CURRENT SURVEY CONTROL
 DL4175  ______________________________________________________________________
 DL4175* NAD 83(1986) POSITION- 45 00 05.06   (N) 091 43 42.45   (W)   HD_HELD1
 DL4175* NAVD 88 ORTHO HEIGHT -   281.739 (meters)      924.34  (feet) ADJUSTED
 DL4175  ______________________________________________________________________
 DL4175  GEOID HEIGHT    -        -30.771 (meters)                     GEOID18
 DL4175  DYNAMIC HEIGHT  -        281.712 (meters)      924.25  (feet) COMP
 DL4175  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 DL4175
 DL4175  VERT ORDER      -  SECOND    CLASS I
 DL4175
 DL4175.The horizontal coordinates were determined by differentially corrected
 DL4175.hand held GPS observations or other comparable positioning techniques
 DL4175.and have an estimated accuracy of +/- 3 meters.
 DL4175
 DL4175.The orthometric height was determined by differential leveling and
 DL4175.adjusted by the WI DEPT OF TRANSP
 DL4175.in May 2012.
 DL4175
 DL4175.No vertical observational check was made to the station.
 DL4175
 DL4175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4175.GEOID18 height accuracy estimate available here.
 DL4175
 DL4175.Click photographs - Photos may exist for this station.
 DL4175
 DL4175.The dynamic height is computed by dividing the NAVD 88
 DL4175.geopotential number by the normal gravity value computed on the
 DL4175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4175.degrees latitude (g = 980.6199 gals.).
 DL4175
 DL4175.The modeled gravity was interpolated from observed gravity values.
 DL4175
 DL4175;                    North         East    Units  Estimated Accuracy
 DL4175;SPC WI C     -   131,245.6     463,737.9     MT  (+/- 3 meters HH1 GPS) 
 DL4175
 DL4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0021483892(NAD 83)
 DL4175
 DL4175                          SUPERSEDED SURVEY CONTROL
 DL4175
 DL4175.No superseded survey control is available for this station.
 DL4175
 DL4175_MARKER: DD = SURVEY DISK
 DL4175_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4175_SP_SET: BRIDGE ABUTMENT
 DL4175_STAMPING: 6C12 2005
 DL4175_MARK LOGO: WIDT
 DL4175_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4175+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DL4175
 DL4175  HISTORY     - Date     Condition        Report By
 DL4175  HISTORY     - 2005     MONUMENTED       WIDT
 DL4175  HISTORY     - 20070829 GOOD             WIDT
 DL4175
 DL4175                          STATION DESCRIPTION
 DL4175
 DL4175'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4175'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-NORTHWEST OF
 DL4175'ALBERTVILLE, 5.3 MI (8.5 KM) EAST-SOUTHEAST OF NORTON AND IN THE TOWN
 DL4175'OF COLFAX, WI.
 DL4175'
 DL4175'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 170
 DL4175'(UNIVERSITY AVENUE) WITH STATE HIGHWAY 40 SOUTH (MAIN STREET) IN THE
 DL4175'VILLAGE OF COLFAX, GO WEST ON STATE HIGHWAY 170 (UNIVERSITY AVENUE)
 DL4175'FOR 0.05 MI (0.1 KM) TO A BRIDGE OVER THE RED CEDAR RIVER AND THE
 DL4175'STATION ON THE LEFT.
 DL4175'
 DL4175'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4175'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DL4175'OF THE WEST ABUTMENT OF BRIDGE NUMBER B-17-2-49, ABOUT LEVEL WITH
 DL4175'HIGHWAY PAVEMENT, 4.3 M (14.1 FT) SOUTH OF THE CENTERLINE STATE
 DL4175'HIGHWAY 170 AND 0.2 M (0.7 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DL4175'
 DL4175'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4341 ***********************************************************************
 DL4341  DESIGNATION -  6C46
 DL4341  PID         -  DL4341
 DL4341  STATE/COUNTY-  WI/CHIPPEWA
 DL4341  COUNTRY     -  US
 DL4341  USGS QUAD   -  SAND CREEK (2018)
 DL4341
 DL4341                         *CURRENT SURVEY CONTROL
 DL4341  ______________________________________________________________________
 DL4341* NAD 83(1986) POSITION- 45 08 34.3    (N) 091 39 42.9    (W)   HD_HELD2
 DL4341* NAVD 88 ORTHO HEIGHT -   307.929 (meters)     1010.26  (feet) ADJUSTED
 DL4341  ______________________________________________________________________
 DL4341  GEOID HEIGHT    -        -30.603 (meters)                     GEOID18
 DL4341  DYNAMIC HEIGHT  -        307.903 (meters)     1010.18  (feet) COMP
 DL4341  MODELED GRAVITY -    980,524.7   (mgal)                       NAVD 88
 DL4341
 DL4341  VERT ORDER      -  SECOND    CLASS I
 DL4341
 DL4341.The horizontal coordinates were established by autonomous hand held GPS
 DL4341.observations and have an estimated accuracy of +/- 10 meters.
 DL4341
 DL4341.The orthometric height was determined by differential leveling and
 DL4341.adjusted by the WI DEPT OF TRANSP
 DL4341.in May 2012.
 DL4341
 DL4341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4341.GEOID18 height accuracy estimate available here.
 DL4341
 DL4341.Click photographs - Photos may exist for this station.
 DL4341
 DL4341.The dynamic height is computed by dividing the NAVD 88
 DL4341.geopotential number by the normal gravity value computed on the
 DL4341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4341.degrees latitude (g = 980.6199 gals.).
 DL4341
 DL4341.The modeled gravity was interpolated from observed gravity values.
 DL4341
 DL4341;                    North         East    Units  Estimated Accuracy
 DL4341;SPC WI C     -   146,852.      469,305.      MT  (+/- 10 meters HH2 GPS)
 DL4341
 DL4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0519899691(NAD 83)
 DL4341
 DL4341                          SUPERSEDED SURVEY CONTROL
 DL4341
 DL4341.No superseded survey control is available for this station.
 DL4341
 DL4341_MARKER: DD = SURVEY DISK
 DL4341_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4341_SP_SET: BOX CULVERT WINGWALL
 DL4341_STAMPING: 6C46 2006
 DL4341_MARK LOGO: WIDT
 DL4341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4341+STABILITY: SURFACE MOTION
 DL4341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4341+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 DL4341
 DL4341  HISTORY     - Date     Condition        Report By
 DL4341  HISTORY     - 2005     MONUMENTED       WIDT
 DL4341  HISTORY     - 20070821 GOOD             WIDT
 DL4341
 DL4341                          STATION DESCRIPTION
 DL4341
 DL4341'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4341'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-NORTHWEST OF
 DL4341'BLOOMER, 6.6 MI (10.6 KM) SOUTHWEST OF NEW AUBURN AND 2.0 MI (3.2 KM)
 DL4341'SOUTHEAST OF SAND CREEK.
 DL4341'
 DL4341'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DL4341'HIGHWAY 64 APPROXIMATELY 3 MI (4.8 KM) NORTHWEST OF THE CITY OF
 DL4341'BLOOMER, GO WEST ON STATE HIGHWAY 64 FOR 2.0 MI (3.2 KM) TO COUNTY
 DL4341'HIGHWAY Q.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 4.0 MI (6.4 KM) TO
 DL4341'22ND STREET LEFT.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 1.1 MI (1.8
 DL4341'KM) TO A BOX CULVERT AND THE STATION ON THE RIGHT.
 DL4341'
 DL4341'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4341'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE ON TOP OF THE
 DL4341'SOUTH END OF THE NORTHEAST WING WALL, APPROXIMATELY 2 M (6.6 FT) LOWER
 DL4341'THAN THE HIGHWAY PAVEMENT, 12.9 M (42.3 FT) NORTH OF THE CENTERLINE OF
 DL4341'STATE HIGHWAY 64, 0.2 MI (0.3 KM) EAST OF 10TH STREET AND THE
 DL4341'CHIPPEWA-DUNN COUNTY LINE, 17.2 M (56.4 FT) SOUTH OF AN ORANGE WARNING
 DL4341'UNDERGROUND CABLE SIGN, 7.4 M (24.3 FT) NORTH OF THE NORTH GUARD RAIL,
 DL4341'4-CM (2 INCH) NORTH OF THE NORTH END OF THE CULVERT AND 1.1 M (3.6 FT)
 DL4341'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4341'
 DL4341'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH AND
 DL4341'SOUTH QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4342 ***********************************************************************
 DL4342  DESIGNATION -  6C47
 DL4342  PID         -  DL4342
 DL4342  STATE/COUNTY-  WI/CHIPPEWA
 DL4342  COUNTRY     -  US
 DL4342  USGS QUAD   -  SAND CREEK (2018)
 DL4342
 DL4342                         *CURRENT SURVEY CONTROL
 DL4342  ______________________________________________________________________
 DL4342* NAD 83(1986) POSITION- 45 08 35.2    (N) 091 37 29.8    (W)   HD_HELD2
 DL4342* NAVD 88 ORTHO HEIGHT -   336.853 (meters)     1105.16  (feet) ADJUSTED
 DL4342  ______________________________________________________________________
 DL4342  GEOID HEIGHT    -        -30.604 (meters)                     GEOID18
 DL4342  DYNAMIC HEIGHT  -        336.825 (meters)     1105.07  (feet) COMP
 DL4342  MODELED GRAVITY -    980,524.8   (mgal)                       NAVD 88
 DL4342
 DL4342  VERT ORDER      -  SECOND    CLASS I
 DL4342
 DL4342.The horizontal coordinates were established by autonomous hand held GPS
 DL4342.observations and have an estimated accuracy of +/- 10 meters.
 DL4342
 DL4342.The orthometric height was determined by differential leveling and
 DL4342.adjusted by the WI DEPT OF TRANSP
 DL4342.in May 2012.
 DL4342
 DL4342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4342.GEOID18 height accuracy estimate available here.
 DL4342
 DL4342.Click photographs - Photos may exist for this station.
 DL4342
 DL4342.The dynamic height is computed by dividing the NAVD 88
 DL4342.geopotential number by the normal gravity value computed on the
 DL4342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4342.degrees latitude (g = 980.6199 gals.).
 DL4342
 DL4342.The modeled gravity was interpolated from observed gravity values.
 DL4342
 DL4342;                    North         East    Units  Estimated Accuracy
 DL4342;SPC WI C     -   146,821.      472,212.      MT  (+/- 10 meters HH2 GPS)
 DL4342
 DL4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0810599768(NAD 83)
 DL4342
 DL4342                          SUPERSEDED SURVEY CONTROL
 DL4342
 DL4342.No superseded survey control is available for this station.
 DL4342
 DL4342_MARKER: DD = SURVEY DISK
 DL4342_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4342_SP_SET: BOX CULVERT WINGWALL
 DL4342_STAMPING: 6C47 2006
 DL4342_MARK LOGO: WIDT
 DL4342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4342+STABILITY: SURFACE MOTION
 DL4342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4342+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 DL4342
 DL4342  HISTORY     - Date     Condition        Report By
 DL4342  HISTORY     - 2005     MONUMENTED       WIDT
 DL4342  HISTORY     - 20070822 GOOD             WIDT
 DL4342
 DL4342                          STATION DESCRIPTION
 DL4342
 DL4342'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4342'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF
 DL4342'BLOOMER, 5.3 MI (8.5 KM) SOUTHWEST OF NEW AUBURN AND 3.4 MI (5.5 KM)
 DL4342'EAST-SOUTHEAST OF SAND CREEK.
 DL4342'
 DL4342'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DL4342'HIGHWAY 64 (EXIT 112) ABOUT 3 MI (4.8 KM) NORTHWEST OF THE CITY OF
 DL4342'BLOOMER, GO WEST ON STATE HIGHWAY 64 FOR 2.0 MI (3.2 KM) TO COUNTY
 DL4342'HIGHWAY Q.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 3.3 MI (5.3 KM) TO
 DL4342'30TH STREET RIGHT.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 24 M (78.7
 DL4342'FT) TO A CATTLE UNDERPASS CULVERT AND THE STATION ON THE RIGHT.
 DL4342'
 DL4342'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4342'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE ON TOP OF THE
 DL4342'SOUTH END OF THE NORTHWEST WING WALL OF THE BOX CULVERT, APPROXIMATELY
 DL4342'1.5 M (4.9 FT) LOWER THAN THE HIGHWAY PAVEMENT, 9.9 M (32.5 FT) NORTH
 DL4342'OF THE CENTERLINE OF STATE HIGHWAY 64, 24.1 M (79.1 FT) WEST OF THE
 DL4342'CENTERLINE OF 30TH STREET, 4.5 M (14.8 FT) NORTH OF A METAL GUARD
 DL4342'RAIL, 25-CM (10 INCH) NORTH OF THE NORTH FACE OF THE CULVERT AND 0.8 M
 DL4342'(2.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DL4342'
 DL4342'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4342'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4344 ***********************************************************************
 DL4344  DESIGNATION -  6C48
 DL4344  PID         -  DL4344
 DL4344  STATE/COUNTY-  WI/CHIPPEWA
 DL4344  COUNTRY     -  US
 DL4344  USGS QUAD   -  NEW AUBURN (2018)
 DL4344
 DL4344                         *CURRENT SURVEY CONTROL
 DL4344  ______________________________________________________________________
 DL4344* NAD 83(2011) POSITION- 45 08 04.64953(N) 091 32 47.10639(W)   ADJUSTED
 DL4344* NAD 83(2011) ELLIP HT-   322.593 (meters)        (08/14/17)   ADJUSTED
 DL4344* NAD 83(2011) EPOCH   -  2010.00
 DL4344* NAVD 88 ORTHO HEIGHT -   353.234 (meters)     1158.90  (feet) ADJUSTED
 DL4344  ______________________________________________________________________
 DL4344  GEOID HEIGHT    -        -30.653 (meters)                     GEOID18
 DL4344  NAD 83(2011) X  -   -121,635.704 (meters)                     COMP
 DL4344  NAD 83(2011) Y  - -4,505,585.231 (meters)                     COMP
 DL4344  NAD 83(2011) Z  -  4,498,143.835 (meters)                     COMP
 DL4344  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 DL4344  DYNAMIC HEIGHT  -        353.205 (meters)     1158.81  (feet) COMP
 DL4344  MODELED GRAVITY -    980,523.0   (mgal)                       NAVD 88
 DL4344
 DL4344  VERT ORDER      -  SECOND    CLASS I
 DL4344
 DL4344  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4344  Standards:
 DL4344         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4344            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4344  -------------------------------------------------------------------
 DL4344  NETWORK    0.46   0.82           0.20   0.17   0.42     -0.12082097
 DL4344  -------------------------------------------------------------------
 DL4344  Click here for local accuracies and other accuracy information.
 DL4344
 DL4344.The horizontal coordinates were established by GPS observations
 DL4344.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DL4344
 DL4344.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4344.been affixed to the stable North American tectonic plate. See 
 DL4344.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4344
 DL4344.The horizontal coordinates are valid at the epoch date displayed above
 DL4344.which is a decimal equivalence of Year/Month/Day.
 DL4344
 DL4344.The orthometric height was determined by differential leveling and
 DL4344.adjusted by the WI DEPT OF TRANSP
 DL4344.in May 2012.
 DL4344
 DL4344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4344.GEOID18 height accuracy estimate available here.
 DL4344
 DL4344.Click photographs - Photos may exist for this station.
 DL4344
 DL4344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4344
 DL4344.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4344
 DL4344.The ellipsoidal height was determined by GPS observations
 DL4344.and is referenced to NAD 83.
 DL4344
 DL4344.The dynamic height is computed by dividing the NAVD 88
 DL4344.geopotential number by the normal gravity value computed on the
 DL4344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4344.degrees latitude (g = 980.6199 gals.).
 DL4344
 DL4344.The modeled gravity was interpolated from observed gravity values.
 DL4344
 DL4344. The following values were computed from the NAD 83(2011) position.
 DL4344
 DL4344;                    North         East     Units Scale Factor Converg.
 DL4344;SPC WI C     -   145,757.772   478,368.999   MT  0.99995086   -1 05 28.0
 DL4344;SPC WI C     -   478,206.96  1,569,448.96   sFT  0.99995086   -1 05 28.0
 DL4344;UTM  15      - 4,998,933.395   614,295.823   MT  0.99976063   +1 01 49.3
 DL4344
 DL4344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4344!SPC WI C     -   0.99994943  x   0.99995086  =   0.99990029
 DL4344!UTM  15      -   0.99994943  x   0.99976063  =   0.99971007
 DL4344
 DL4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1429598933(NAD 83)
 DL4344
 DL4344                          SUPERSEDED SURVEY CONTROL
 DL4344
 DL4344.No superseded survey control is available for this station.
 DL4344
 DL4344_MARKER: DD = SURVEY DISK
 DL4344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4344_STAMPING: 6C48 2006
 DL4344_MARK LOGO: WIDT
 DL4344_PROJECTION: FLUSH
 DL4344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4344+STABILITY: SURFACE MOTION
 DL4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4344+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2016
 DL4344
 DL4344  HISTORY     - Date     Condition        Report By
 DL4344  HISTORY     - 2005     MONUMENTED       WIDT
 DL4344  HISTORY     - 20070824 GOOD             WIDT
 DL4344  HISTORY     - 20160906 GOOD             WIDT
 DL4344
 DL4344                          STATION DESCRIPTION
 DL4344
 DL4344'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4344'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-SOUTHEAST OF SAND
 DL4344'CREEK, 4.8 MI (7.7 KM) SOUTH OF NEW AUBURN AND 3.7 MI (6.0 KM)
 DL4344'NORTHWEST OF BLOOMER.
 DL4344'
 DL4344'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DL4344'HIGHWAY 64 (EXIT 112) ABOUT 3 MI (4.8 KM) NORTHWEST OF THE CITY OF
 DL4344'BLOOMER, GO WEST ON STATE HIGHWAY 64 FOR 1.1 MI (1.8 KM) TO 70TH
 DL4344'STREET ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 0.1 MI
 DL4344'(0.2 KM) TO THE STATION ON THE LEFT.
 DL4344'
 DL4344'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4344'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4344'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4344'0.7 M (2.3 FT) LOWER THAN THE HIGHWAY PAVEMENT, 13.0 M (42.7 FT) SOUTH
 DL4344'OF THE CENTERLINE OF STATE HIGHWAY 64, 86.5 M (283.8 FT) WEST OF THE
 DL4344'EXTENDED CENTER OF A PRIVATE ENTRANCE 6812, 73.5 M (241.1 FT)
 DL4344'EAST-NORTHEAST OF A GREEN ELECTRICAL BOX, 6.2 M (20.3 FT) WEST OF A
 DL4344'FIELD ENTRANCE AND 1.0 M (3.3 FT) SOUTH, NORTHEAST AND NORTHWEST OF A
 DL4344'WHITE PLASTIC WITNESS POST.
 DL4344'
 DL4344'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4344'DEGREES ABOVE THE HORIZON.
 DL4344
 DL4344                          STATION RECOVERY (2016)
 DL4344
 DL4344'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL4344'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4345 ***********************************************************************
 DL4345  DESIGNATION -  6C49
 DL4345  PID         -  DL4345
 DL4345  STATE/COUNTY-  WI/CHIPPEWA
 DL4345  COUNTRY     -  US
 DL4345  USGS QUAD   -  NEW AUBURN (2018)
 DL4345
 DL4345                         *CURRENT SURVEY CONTROL
 DL4345  ______________________________________________________________________
 DL4345* NAD 83(1986) POSITION- 45 08 05.8    (N) 091 31 18.8    (W)   HD_HELD2
 DL4345* NAVD 88 ORTHO HEIGHT -   322.412 (meters)     1057.78  (feet) ADJUSTED
 DL4345  ______________________________________________________________________
 DL4345  GEOID HEIGHT    -        -30.664 (meters)                     GEOID18
 DL4345  DYNAMIC HEIGHT  -        322.384 (meters)     1057.69  (feet) COMP
 DL4345  MODELED GRAVITY -    980,522.7   (mgal)                       NAVD 88
 DL4345
 DL4345  VERT ORDER      -  SECOND    CLASS I
 DL4345
 DL4345.The horizontal coordinates were established by autonomous hand held GPS
 DL4345.observations and have an estimated accuracy of +/- 10 meters.
 DL4345
 DL4345.The orthometric height was determined by differential leveling and
 DL4345.adjusted by the WI DEPT OF TRANSP
 DL4345.in May 2012.
 DL4345
 DL4345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4345.GEOID18 height accuracy estimate available here.
 DL4345
 DL4345.Click photographs - Photos may exist for this station.
 DL4345
 DL4345.The dynamic height is computed by dividing the NAVD 88
 DL4345.geopotential number by the normal gravity value computed on the
 DL4345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4345.degrees latitude (g = 980.6199 gals.).
 DL4345
 DL4345.The modeled gravity was interpolated from observed gravity values.
 DL4345
 DL4345;                    North         East    Units  Estimated Accuracy
 DL4345;SPC WI C     -   145,757.      480,299.      MT  (+/- 10 meters HH2 GPS)
 DL4345
 DL4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1622399003(NAD 83)
 DL4345
 DL4345                          SUPERSEDED SURVEY CONTROL
 DL4345
 DL4345.No superseded survey control is available for this station.
 DL4345
 DL4345_MARKER: DD = SURVEY DISK
 DL4345_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4345_SP_SET: BRIDGE PARAPET WALL
 DL4345_STAMPING: 6C49 2006
 DL4345_MARK LOGO: WIDT
 DL4345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4345+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 DL4345
 DL4345  HISTORY     - Date     Condition        Report By
 DL4345  HISTORY     - 2005     MONUMENTED       WIDT
 DL4345  HISTORY     - 20070827 GOOD             WIDT
 DL4345
 DL4345                          STATION DESCRIPTION
 DL4345
 DL4345'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4345'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DL4345'HIGHWAY 64 (EXIT 112) ABOUT 3 MI (4.8 KM) NORTH OF THE CITY OF
 DL4345'BLOOMER.
 DL4345'
 DL4345'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4345'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE ON TOP OF THE
 DL4345'NORTH PARAPET WALL OF THE WEST BRIDGE ABUTMENT, ABOUT 70-CM (28 INCH)
 DL4345'HIGHER THAN THE HIGHWAY PAVEMENT, 7.4 M (24.3 FT) NORTH OF THE
 DL4345'CENTERLINE OF STATE HIGHWAY 64, APPROXIMATELY 69 M (226.4 FT) EAST OF
 DL4345'THE SOUTHBOUND US HIGHWAY 53 EXIT RAMP TERMINAL, 3.2 M (10.5 FT) WEST
 DL4345'OF THE EXPANSION JOINT AND WEST END OF THE BRIDGE DECK B-9-68-71, 2.3
 DL4345'M (7.5 FT) EAST OF THE WEST END OF THE PARAPET WALL AND 2.8 M (9.2 FT)
 DL4345'EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4345'
 DL4345'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4345'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4381 ***********************************************************************
 DL4381  DESIGNATION -  6C50
 DL4381  PID         -  DL4381
 DL4381  STATE/COUNTY-  WI/BARRON
 DL4381  COUNTRY     -  US
 DL4381  USGS QUAD   -  STRICKLAND (2018)
 DL4381
 DL4381                         *CURRENT SURVEY CONTROL
 DL4381  ______________________________________________________________________
 DL4381* NAD 83(1986) POSITION- 45 24 29.2    (N) 091 33 17.2    (W)   HD_HELD2
 DL4381* NAVD 88 ORTHO HEIGHT -   353.611 (meters)     1160.14  (feet) ADJUSTED
 DL4381  ______________________________________________________________________
 DL4381  GEOID HEIGHT    -        -30.239 (meters)                     GEOID18
 DL4381  DYNAMIC HEIGHT  -        353.586 (meters)     1160.06  (feet) COMP
 DL4381  MODELED GRAVITY -    980,537.5   (mgal)                       NAVD 88
 DL4381
 DL4381  VERT ORDER      -  SECOND    CLASS I
 DL4381
 DL4381.The horizontal coordinates were established by autonomous hand held GPS
 DL4381.observations and have an estimated accuracy of +/- 10 meters.
 DL4381
 DL4381.The orthometric height was determined by differential leveling and
 DL4381.adjusted by the WI DEPT OF TRANSP
 DL4381.in May 2012.
 DL4381
 DL4381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4381.GEOID18 height accuracy estimate available here.
 DL4381
 DL4381.Click photographs - Photos may exist for this station.
 DL4381
 DL4381.The dynamic height is computed by dividing the NAVD 88
 DL4381.geopotential number by the normal gravity value computed on the
 DL4381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4381.degrees latitude (g = 980.6199 gals.).
 DL4381
 DL4381.The modeled gravity was interpolated from observed gravity values.
 DL4381
 DL4381;                    North         East    Units  Estimated Accuracy
 DL4381;SPC WI C     -   176,158.      478,293.      MT  (+/- 10 meters HH2 GPS)
 DL4381
 DL4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1309329303(NAD 83)
 DL4381
 DL4381                          SUPERSEDED SURVEY CONTROL
 DL4381
 DL4381.No superseded survey control is available for this station.
 DL4381
 DL4381_MARKER: DD = SURVEY DISK
 DL4381_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4381_SP_SET: BOX CULVERT
 DL4381_STAMPING: 6C50 2006
 DL4381_MARK LOGO: WIDT
 DL4381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4381+STABILITY: SURFACE MOTION
 DL4381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4381+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2008
 DL4381
 DL4381  HISTORY     - Date     Condition        Report By
 DL4381  HISTORY     - 2005     MONUMENTED       WIDT
 DL4381  HISTORY     - 20080820 GOOD             WIDT
 DL4381
 DL4381                          STATION DESCRIPTION
 DL4381
 DL4381'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4381'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF CHETEK, 7.0
 DL4381'MI (11.3 KM) WEST OF WEYERHAUSER AND 2.6 MI (4.2 KM) SOUTHWEST OF
 DL4381'STRICKLAND.
 DL4381'
 DL4381'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DL4381'HIGHWAY M, APPROXIMATELY 4 MI (6.4 KM) EAST OF THE VILLAGE OF CAMERON,
 DL4381'GO EAST ON US HIGHWAY 8 FOR 2.5 MI (4.0 KM) TO 27TH STREET.  CONTINUE
 DL4381'EAST ON US HIGHWAY 8 FOR 2.2 MI (3.5 KM) TO A CONCRETE BOX CULVERT
 DL4381'OVER MOOSE EAR CREEK AND THE STATION ON THE LEFT.
 DL4381'
 DL4381'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4381'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE ON THE TOP OF
 DL4381'THE WEST SIDE OF THE NORTH END OF THE CONCRETE BOX CULVERT AND
 DL4381'APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT, 8.6 M
 DL4381'(28.2 FT) NORTH OF THE CENTERLINE OF US HIGHWAY 8 0.6 MI (1.0 KM) WEST
 DL4381'OF THE BARRON-POLK COUNTY LINE 1.7 M (5.6 FT) NORTH OF A METAL GUARD
 DL4381'RAIL, 53-CM (21 INCH) EAST OF THE WEST SIDE OF THE CULVERT, 12-CM
 DL4381'SOUTH OF THE NORTH END OF THE CULVERT AND 0.9 M (3.0 FT) EAST OF A
 DL4381'WHITE PLASTIC WITNESS POST.
 DL4381'
 DL4381'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DL4381'AND NORTHWEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4171 ***********************************************************************
 DL4171  DESIGNATION -  6C90
 DL4171  PID         -  DL4171
 DL4171  STATE/COUNTY-  WI/DUNN
 DL4171  COUNTRY     -  US
 DL4171  USGS QUAD   -  WHEELER (2018)
 DL4171
 DL4171                         *CURRENT SURVEY CONTROL
 DL4171  ______________________________________________________________________
 DL4171* NAD 83(1986) POSITION- 45 02 19.63   (N) 091 52 40.50   (W)   HD_HELD1
 DL4171* NAVD 88 ORTHO HEIGHT -   275.317 (meters)      903.27  (feet) ADJUSTED
 DL4171  ______________________________________________________________________
 DL4171  GEOID HEIGHT    -        -30.717 (meters)                     GEOID18
 DL4171  DYNAMIC HEIGHT  -        275.290 (meters)      903.18  (feet) COMP
 DL4171  MODELED GRAVITY -    980,512.1   (mgal)                       NAVD 88
 DL4171
 DL4171  VERT ORDER      -  SECOND    CLASS I
 DL4171
 DL4171.The horizontal coordinates were determined by differentially corrected
 DL4171.hand held GPS observations or other comparable positioning techniques
 DL4171.and have an estimated accuracy of +/- 3 meters.
 DL4171
 DL4171.The orthometric height was determined by differential leveling and
 DL4171.adjusted by the WI DEPT OF TRANSP
 DL4171.in May 2012.
 DL4171
 DL4171.No vertical observational check was made to the station.
 DL4171
 DL4171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4171.GEOID18 height accuracy estimate available here.
 DL4171
 DL4171.Click photographs - Photos may exist for this station.
 DL4171
 DL4171.The dynamic height is computed by dividing the NAVD 88
 DL4171.geopotential number by the normal gravity value computed on the
 DL4171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4171.degrees latitude (g = 980.6199 gals.).
 DL4171
 DL4171.The modeled gravity was interpolated from observed gravity values.
 DL4171
 DL4171;                    North         East    Units  Estimated Accuracy
 DL4171;SPC WI C     -   135,660.0     452,053.5     MT  (+/- 3 meters HH1 GPS) 
 DL4171
 DL4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8837787871(NAD 83)
 DL4171
 DL4171                          SUPERSEDED SURVEY CONTROL
 DL4171
 DL4171.No superseded survey control is available for this station.
 DL4171
 DL4171_MARKER: DD = SURVEY DISK
 DL4171_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4171_SP_SET: BRIDGE PARAPET
 DL4171_STAMPING: 6C90 2005
 DL4171_MARK LOGO: WIDT
 DL4171_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4171
 DL4171  HISTORY     - Date     Condition        Report By
 DL4171  HISTORY     - 2005     MONUMENTED       WIDT
 DL4171  HISTORY     - 20070822 GOOD             WIDT
 DL4171
 DL4171                          STATION DESCRIPTION
 DL4171
 DL4171'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4171'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF
 DL4171'COLFAX, 2.6 MI (4.2 KM) NORTHWEST OF NORTON AND 1.6 MI (2.6 KM)
 DL4171'EAST-SOUTHEAST OF WHEELER.
 DL4171'
 DL4171'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH STATE
 DL4171'HIGHWAY 170 IN THE VILLAGE OF WHEELER, GO EAST AND THEN SOUTHEAST ON
 DL4171'STATE HIGHWAY 170 FOR 1.35 MI (2.2 KM) TO A BRIDGE OVER THE SOUTH FORK
 DL4171'OF THE HAY RIVER AND THE STATION ON THE LEFT.
 DL4171'
 DL4171'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4171'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DL4171'PARAPET OF THE NORTHWEST ABUTMENT OF BRIDGE NUMBER B-17-180, ABOUT 1 M
 DL4171'(3.3 FT) ABOVE THE HIGHWAY PAVEMENT, 4.8 M (15.7 FT) NORTHEAST OF THE
 DL4171'CENTERLINE OF STATE HIGHWAY 170 AND 3.0 M (9.8 FT) SOUTHEAST OF A
 DL4171'WHITE PLASTIC WITNESS POST.
 DL4171'
 DL4171'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4171'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4170 ***********************************************************************
 DL4170  DESIGNATION -  6C91
 DL4170  PID         -  DL4170
 DL4170  STATE/COUNTY-  WI/DUNN
 DL4170  COUNTRY     -  US
 DL4170  USGS QUAD   -  WHEELER (2018)
 DL4170
 DL4170                         *CURRENT SURVEY CONTROL
 DL4170  ______________________________________________________________________
 DL4170* NAD 83(1986) POSITION- 45 02 52.51   (N) 091 54 41.16   (W)   HD_HELD1
 DL4170* NAVD 88 ORTHO HEIGHT -   276.241 (meters)      906.30  (feet) ADJUSTED
 DL4170  ______________________________________________________________________
 DL4170  GEOID HEIGHT    -        -30.704 (meters)                     GEOID18
 DL4170  DYNAMIC HEIGHT  -        276.214 (meters)      906.21  (feet) COMP
 DL4170  MODELED GRAVITY -    980,514.3   (mgal)                       NAVD 88
 DL4170
 DL4170  VERT ORDER      -  SECOND    CLASS I
 DL4170
 DL4170.The horizontal coordinates were determined by differentially corrected
 DL4170.hand held GPS observations or other comparable positioning techniques
 DL4170.and have an estimated accuracy of +/- 3 meters.
 DL4170
 DL4170.The orthometric height was determined by differential leveling and
 DL4170.adjusted by the WI DEPT OF TRANSP
 DL4170.in May 2012.
 DL4170
 DL4170.No vertical observational check was made to the station.
 DL4170
 DL4170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4170.GEOID18 height accuracy estimate available here.
 DL4170
 DL4170.Click photographs - Photos may exist for this station.
 DL4170
 DL4170.The dynamic height is computed by dividing the NAVD 88
 DL4170.geopotential number by the normal gravity value computed on the
 DL4170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4170.degrees latitude (g = 980.6199 gals.).
 DL4170
 DL4170.The modeled gravity was interpolated from observed gravity values.
 DL4170
 DL4170;                    North         East    Units  Estimated Accuracy
 DL4170;SPC WI C     -   136,736.3     449,437.4     MT  (+/- 3 meters HH1 GPS) 
 DL4170
 DL4170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8572488850(NAD 83)
 DL4170
 DL4170                          SUPERSEDED SURVEY CONTROL
 DL4170
 DL4170.No superseded survey control is available for this station.
 DL4170
 DL4170_MARKER: DD = SURVEY DISK
 DL4170_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4170_SP_SET: BRIDGE ABUTMENT
 DL4170_STAMPING: 6C91 2005
 DL4170_MARK LOGO: WIDT
 DL4170_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4170+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 DL4170
 DL4170  HISTORY     - Date     Condition        Report By
 DL4170  HISTORY     - 2005     MONUMENTED       WIDT
 DL4170  HISTORY     - 20070822 GOOD             WIDT
 DL4170
 DL4170                          STATION DESCRIPTION
 DL4170
 DL4170'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4170'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST OF BOYCEVILLE, 4.4
 DL4170'MI (7.1 KM) WEST-NORTHWEST OF NORTON AND IN THE TOWN OF WHEELER, WI.
 DL4170'
 DL4170'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH STATE
 DL4170'HIGHWAY 170 IN THE VILLAGE OF WHEELER, GO WEST ON STATE HIGHWAY 170
 DL4170'FOR 0.3 MI (0.5 KM) TO BRIDGE STREET ON THE RIGHT.  TURN RIGHT AND GO
 DL4170'NORTH ON BRIDGE STREET FOR 0.2 MI (0.3 KM) TO A BRIDGE OVER THE SOUTH
 DL4170'FORK OF THE HAY RIVER AND THE STATION ON THE LEFT.
 DL4170'
 DL4170'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION DISK
 DL4170'SET IN THE TOP OF THE WEST END OF THE NORTH BRIDGE ABUTMENT OF BRIDGE
 DL4170'NUMBER B-17-108-87, ABOUT LEVEL WITH THE ROAD PAVEMENT, 4.4 M (14.4
 DL4170'FT) WEST OF THE CENTERLINE OF BRIDGE STREET AND 1.0 M (3.3 FT) SOUTH
 DL4170'OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4347 ***********************************************************************
 DL4347  DESIGNATION -  6D01
 DL4347  PID         -  DL4347
 DL4347  STATE/COUNTY-  WI/CHIPPEWA
 DL4347  COUNTRY     -  US
 DL4347  USGS QUAD   -  BLOOMER (2018)
 DL4347
 DL4347                         *CURRENT SURVEY CONTROL
 DL4347  ______________________________________________________________________
 DL4347* NAD 83(1986) POSITION- 45 07 13.2    (N) 091 27 36.1    (W)   HD_HELD2
 DL4347* NAVD 88 ORTHO HEIGHT -   311.784 (meters)     1022.91  (feet) ADJUSTED
 DL4347  ______________________________________________________________________
 DL4347  GEOID HEIGHT    -        -30.724 (meters)                     GEOID18
 DL4347  DYNAMIC HEIGHT  -        311.756 (meters)     1022.82  (feet) COMP
 DL4347  MODELED GRAVITY -    980,520.9   (mgal)                       NAVD 88
 DL4347
 DL4347  VERT ORDER      -  SECOND    CLASS I
 DL4347
 DL4347.The horizontal coordinates were established by autonomous hand held GPS
 DL4347.observations and have an estimated accuracy of +/- 10 meters.
 DL4347
 DL4347.The orthometric height was determined by differential leveling and
 DL4347.adjusted by the WI DEPT OF TRANSP
 DL4347.in May 2012.
 DL4347
 DL4347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4347.GEOID18 height accuracy estimate available here.
 DL4347
 DL4347.Click photographs - Photos may exist for this station.
 DL4347
 DL4347.The dynamic height is computed by dividing the NAVD 88
 DL4347.geopotential number by the normal gravity value computed on the
 DL4347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4347.degrees latitude (g = 980.6199 gals.).
 DL4347
 DL4347.The modeled gravity was interpolated from observed gravity values.
 DL4347
 DL4347;                    North         East    Units  Estimated Accuracy
 DL4347;SPC WI C     -   144,044.      485,135.      MT  (+/- 10 meters HH2 GPS)
 DL4347
 DL4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2111997471(NAD 83)
 DL4347
 DL4347                          SUPERSEDED SURVEY CONTROL
 DL4347
 DL4347.No superseded survey control is available for this station.
 DL4347
 DL4347_MARKER: DD = SURVEY DISK
 DL4347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4347_STAMPING: 6D01 2006
 DL4347_MARK LOGO: WIDT
 DL4347_PROJECTION: FLUSH
 DL4347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4347+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 DL4347
 DL4347  HISTORY     - Date     Condition        Report By
 DL4347  HISTORY     - 2005     MONUMENTED       WIDT
 DL4347  HISTORY     - 20070827 GOOD             WIDT
 DL4347
 DL4347                          STATION DESCRIPTION
 DL4347
 DL4347'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4347'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST-NORTHWEST OF JIM
 DL4347'FALLS, 7.5 MI (12.1 KM) SOUTHEAST OF NEW AUBURN AND 2.0 MI (3.2 KM)
 DL4347'NORTHEAST OF BLOOMER.
 DL4347'
 DL4347'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4347'HIGHWAY 40 NORTH ABOUT 2.5 MI (4.0 KM) NORTHEAST OF THE CITY OF
 DL4347'BLOOMER, GO WEST ON STATE HIGHWAY 64 AND STATE HIGHWAY 40 FOR 0.5 MI
 DL4347'(0.8 KM) TO THE STATION ON THE RIGHT.
 DL4347'
 DL4347'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4347'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4347'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.7 M
 DL4347'(2.3 FT) LOWER THAN THE HIGHWAY PAVEMENT, 10.2 M (33.5 FT) NORTH OF
 DL4347'THE CENTERLINE OF STATE HIGHWAY 64 AND STATE HIGHWAY 40, 0.05 MI (0.1
 DL4347'KM) EAST OF 110TH STREET, 77.0 M (252.6 FT) EAST OF A TELEPHONE
 DL4347'PEDESTAL AND YELLOW METAL RIGHT-OF-WAY POST, 71.5 M (234.6 FT) EAST OF
 DL4347'THE EXTENDED CENTER OF PRIVATE ENTRANCE NUMBER 10301, 45.0 M (147.6
 DL4347'FT) NORTHEAST OF POWER POLE NUMBER 8812HH95 AND ACZ258, 44.5 M (146.0
 DL4347'FT) NORTHWEST OF POWER POLE NUMBER 8812HH96 AND 1.0 M (3.3 FT) NORTH,
 DL4347'SOUTHEAST AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4347'
 DL4347'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4347'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4348 ***********************************************************************
 DL4348  DESIGNATION -  6D02
 DL4348  PID         -  DL4348
 DL4348  STATE/COUNTY-  WI/CHIPPEWA
 DL4348  COUNTRY     -  US
 DL4348  USGS QUAD   -  BLOOMER (2018)
 DL4348
 DL4348                         *CURRENT SURVEY CONTROL
 DL4348  ______________________________________________________________________
 DL4348* NAD 83(1986) POSITION- 45 07 13.1    (N) 091 24 47.9    (W)   HD_HELD2
 DL4348* NAVD 88 ORTHO HEIGHT -   310.098 (meters)     1017.38  (feet) ADJUSTED
 DL4348  ______________________________________________________________________
 DL4348  GEOID HEIGHT    -        -30.727 (meters)                     GEOID18
 DL4348  DYNAMIC HEIGHT  -        310.073 (meters)     1017.30  (feet) COMP
 DL4348  MODELED GRAVITY -    980,527.2   (mgal)                       NAVD 88
 DL4348
 DL4348  VERT ORDER      -  SECOND    CLASS I
 DL4348
 DL4348.The horizontal coordinates were established by autonomous hand held GPS
 DL4348.observations and have an estimated accuracy of +/- 10 meters.
 DL4348
 DL4348.The orthometric height was determined by differential leveling and
 DL4348.adjusted by the WI DEPT OF TRANSP
 DL4348.in May 2012.
 DL4348
 DL4348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4348.GEOID18 height accuracy estimate available here.
 DL4348
 DL4348.Click photographs - Photos may exist for this station.
 DL4348
 DL4348.The dynamic height is computed by dividing the NAVD 88
 DL4348.geopotential number by the normal gravity value computed on the
 DL4348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4348.degrees latitude (g = 980.6199 gals.).
 DL4348
 DL4348.The modeled gravity was interpolated from observed gravity values.
 DL4348
 DL4348;                    North         East    Units  Estimated Accuracy
 DL4348;SPC WI C     -   143,976.      488,810.      MT  (+/- 10 meters HH2 GPS)
 DL4348
 DL4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2479397539(NAD 83)
 DL4348
 DL4348                          SUPERSEDED SURVEY CONTROL
 DL4348
 DL4348.No superseded survey control is available for this station.
 DL4348
 DL4348_MARKER: DD = SURVEY DISK
 DL4348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4348_STAMPING: 6D02 2006
 DL4348_MARK LOGO: WIDT
 DL4348_PROJECTION: FLUSH
 DL4348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4348+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2008
 DL4348
 DL4348  HISTORY     - Date     Condition        Report By
 DL4348  HISTORY     - 2005     MONUMENTED       WIDT
 DL4348  HISTORY     - 20080804 GOOD             WIDT
 DL4348
 DL4348                          STATION DESCRIPTION
 DL4348
 DL4348'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4348'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF NEW AUBURN,
 DL4348'8.6 MI (13.8 KM) NORTHWEST OF JIM FALLS AND 3.9 MI (6.3 KM)
 DL4348'EAST-NORTHEAST OF BLOOMER.
 DL4348'
 DL4348'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4348'HIGHWAY 40 NORTH APPROXIMATELY 2.3 MI (3.7 KM) NORTHEAST OF THE CITY
 DL4348'OF BLOOMER, GO EAST ON STATE HIGHWAY 64 FOR 1.4 MI (2.3 KM) TO 130TH
 DL4348'STREET LEFT.  CONTINUE EAST ON STATE HIGHWAY 64 FOR 0.30 MI (0.5 KM)
 DL4348'TO THE STATION ON THE LEFT.
 DL4348'
 DL4348'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4348'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4348'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4348'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DL4348'PAVEMENT, 13.3 M (43.6 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DL4348'64, 0.2 MI (0.3 KM) WEST OF COUNTY HIGHWAY AA, 125 M (410.1 FT) WEST
 DL4348'OF A NO PASSING ZONE SIGN POST, 106 M (347.8 FT) WEST-NORTHWEST OF A
 DL4348'JUNCTION COUNTY AA SIGN POST, 39.0 M (128.0 FT) NORTHEAST OF A POWER
 DL4348'POLE, 4.9 M (16.1 FT) EAST OF TELEPHONE PEDESTAL NUMBER 2-42 AND 1.0 M
 DL4348'(3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT) SOUTHWEST
 DL4348'OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4348'
 DL4348'NOTE- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL4348'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4362 ***********************************************************************
 DL4362  DESIGNATION -  6D03
 DL4362  PID         -  DL4362
 DL4362  STATE/COUNTY-  WI/CHIPPEWA
 DL4362  COUNTRY     -  US
 DL4362  USGS QUAD   -  JIM FALLS (2018)
 DL4362
 DL4362                         *CURRENT SURVEY CONTROL
 DL4362  ______________________________________________________________________
 DL4362* NAD 83(1986) POSITION- 45 07 12.7    (N) 091 20 40.6    (W)   HD_HELD2
 DL4362* NAVD 88 ORTHO HEIGHT -   316.512 (meters)     1038.42  (feet) ADJUSTED
 DL4362  ______________________________________________________________________
 DL4362  GEOID HEIGHT    -        -30.731 (meters)                     GEOID18
 DL4362  DYNAMIC HEIGHT  -        316.487 (meters)     1038.34  (feet) COMP
 DL4362  MODELED GRAVITY -    980,529.3   (mgal)                       NAVD 88
 DL4362
 DL4362  VERT ORDER      -  SECOND    CLASS I
 DL4362
 DL4362.The horizontal coordinates were established by autonomous hand held GPS
 DL4362.observations and have an estimated accuracy of +/- 10 meters.
 DL4362
 DL4362.The orthometric height was determined by differential leveling and
 DL4362.adjusted by the WI DEPT OF TRANSP
 DL4362.in May 2012.
 DL4362
 DL4362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4362.GEOID18 height accuracy estimate available here.
 DL4362
 DL4362.Click photographs - Photos may exist for this station.
 DL4362
 DL4362.The dynamic height is computed by dividing the NAVD 88
 DL4362.geopotential number by the normal gravity value computed on the
 DL4362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4362.degrees latitude (g = 980.6199 gals.).
 DL4362
 DL4362.The modeled gravity was interpolated from observed gravity values.
 DL4362
 DL4362;                    North         East    Units  Estimated Accuracy
 DL4362;SPC WI C     -   143,872.      494,214.      MT  (+/- 10 meters HH2 GPS)
 DL4362
 DL4362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3019697635(NAD 83)
 DL4362
 DL4362                          SUPERSEDED SURVEY CONTROL
 DL4362
 DL4362.No superseded survey control is available for this station.
 DL4362
 DL4362_MARKER: DD = SURVEY DISK
 DL4362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4362_STAMPING: 6D03 2006
 DL4362_MARK LOGO: WIDT
 DL4362_PROJECTION: FLUSH
 DL4362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4362+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2008
 DL4362
 DL4362  HISTORY     - Date     Condition        Report By
 DL4362  HISTORY     - 2005     MONUMENTED       WIDT
 DL4362  HISTORY     - 20080804 GOOD             WIDT
 DL4362
 DL4362                          STATION DESCRIPTION
 DL4362
 DL4362'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4362'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) WEST-SOUTHWEST OF
 DL4362'CORNELL, 7.2 MI (11.6 KM) EAST OF BLOOMER AND 6.3 MI (10.1 KM)
 DL4362'NORTHWEST OF JIM FALLS.
 DL4362'
 DL4362'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4362'HIGHWAY 124 APPROXIMATELY 5 MI (8.0 KM) NORTHEAST OF THE CITY OF
 DL4362'BLOOMER, GO EAST ON STATE HIGHWAY 64 FOR 2.0 MI (3.2 KM) TO 165TH
 DL4362'STREET LEFT.  CONTINUE EAST ON STATE HIGHWAY 64 FOR 0.10 MI (0.2 KM)
 DL4362'TO THE STATION ON THE RIGHT.
 DL4362'
 DL4362'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4362'GEODETIC SURVEY CONTROL STATION DISK 6- SET IN THE TOP OF A 40-CM (16
 DL4362'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4362'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DL4362'PAVEMENT, 12.3 M (40.4 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DL4362'64, APPROXIMATELY 165 M (541.3 FT) WEST OF 190TH AVENUE, 85.5 M (280.5
 DL4362'FT) EAST-NORTHEAST OF TELEPHONE PEDESTAL 1800 10, 12.1 M (39.7 FT)
 DL4362'NORTH OF A WHITE 4X4 WOOD POST 4 M (13.1 FT) HIGH, 6.8 M (22.3 FT)
 DL4362'SOUTHWEST OF THE SOUTH POST FOR A R AND RIGHT RESORT RIGHT ARROW SIGN
 DL4362'AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST AND 1.0 M (3.3 FT)
 DL4362'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4362'
 DL4362'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4362'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4360 ***********************************************************************
 DL4360  DESIGNATION -  6D04
 DL4360  PID         -  DL4360
 DL4360  STATE/COUNTY-  WI/CHIPPEWA
 DL4360  COUNTRY     -  US
 DL4360  USGS QUAD   -  BOB LAKE (2018)
 DL4360
 DL4360                         *CURRENT SURVEY CONTROL
 DL4360  ______________________________________________________________________
 DL4360* NAD 83(1986) POSITION- 45 08 04.2    (N) 091 16 56.8    (W)   HD_HELD2
 DL4360* NAVD 88 ORTHO HEIGHT -   347.009 (meters)     1138.48  (feet) ADJUSTED
 DL4360  ______________________________________________________________________
 DL4360  GEOID HEIGHT    -        -30.714 (meters)                     GEOID18
 DL4360  DYNAMIC HEIGHT  -        346.982 (meters)     1138.39  (feet) COMP
 DL4360  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 DL4360
 DL4360  VERT ORDER      -  SECOND    CLASS I
 DL4360
 DL4360.The horizontal coordinates were established by autonomous hand held GPS
 DL4360.observations and have an estimated accuracy of +/- 10 meters.
 DL4360
 DL4360.The orthometric height was determined by differential leveling and
 DL4360.adjusted by the WI DEPT OF TRANSP
 DL4360.in May 2012.
 DL4360
 DL4360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4360.GEOID18 height accuracy estimate available here.
 DL4360
 DL4360.Click photographs - Photos may exist for this station.
 DL4360
 DL4360.The dynamic height is computed by dividing the NAVD 88
 DL4360.geopotential number by the normal gravity value computed on the
 DL4360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4360.degrees latitude (g = 980.6199 gals.).
 DL4360
 DL4360.The modeled gravity was interpolated from observed gravity values.
 DL4360
 DL4360;                    North         East    Units  Estimated Accuracy
 DL4360;SPC WI C     -   145,382.      499,129.      MT  (+/- 10 meters HH2 GPS)
 DL4360
 DL4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3505299326(NAD 83)
 DL4360
 DL4360                          SUPERSEDED SURVEY CONTROL
 DL4360
 DL4360.No superseded survey control is available for this station.
 DL4360
 DL4360_MARKER: DD = SURVEY DISK
 DL4360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4360_STAMPING: 6D04 2006
 DL4360_MARK LOGO: WIDT
 DL4360_PROJECTION: FLUSH
 DL4360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4360+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 DL4360
 DL4360  HISTORY     - Date     Condition        Report By
 DL4360  HISTORY     - 2005     MONUMENTED       WIDT
 DL4360  HISTORY     - 20080730 GOOD             WIDT
 DL4360
 DL4360                          STATION DESCRIPTION
 DL4360
 DL4360'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4360'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHWEST OF CRESCENT,
 DL4360'6.9 MI (11.1 KM) WEST-SOUTHWEST OF CORNELL AND 6.2 MI (10.0 KM) NORTH
 DL4360'OF JIM FALLS.
 DL4360'
 DL4360'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DL4360'HIGHWAY E APPROXIMATELY 8.5 MI (13.7 KM) SOUTHWEST OF THE CITY OF
 DL4360'CORNELL, GO EAST ON STATE HIGHWAY 64 FOR 1.7 MI (2.7 KM) TO 195TH
 DL4360'STREET RIGHT.  CONTINUE EAST ON STATE HIGHWAY 64 FOR 0.10 MI (0.2 KM)
 DL4360'TO THE STATION ON THE LEFT.
 DL4360'
 DL4360'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4360'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4360'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4360'GROUND AND APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 DL4360'PAVEMENT, 11.7 M (38.4 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DL4360'64, 52.0 M (170.6 FT) WEST-NORTHWEST OF A SNOWMOBILE CROSSING SIGN
 DL4360'POST, 27.8 M (91.2 FT) EAST-SOUTHEAST OF A YELLOW METAL RIGHT-OF-WAY
 DL4360'POST, 14.6 M (47.9 FT) SOUTHWEST OF TELEPHONE PEDESTAL 1700 9, 9.3 M
 DL4360'(30.5 FT) SOUTHEAST OF A WOODEN CORNER FENCE POST, 6.7 M (22.0 FT)
 DL4360'SOUTH OF A METAL FENCE AND 1.0 M (3.3 FT) NORTH, 1.0 M (3.3 FT)
 DL4360'SOUTHWEST AND 1.0 M (3.3 FT) SOUTHEAST OF THREE WHITE PLASTIC WITNESS
 DL4360'POSTS.
 DL4360'
 DL4360'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4360'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4359 ***********************************************************************
 DL4359  DESIGNATION -  6D05
 DL4359  PID         -  DL4359
 DL4359  STATE/COUNTY-  WI/CHIPPEWA
 DL4359  COUNTRY     -  US
 DL4359  USGS QUAD   -  BOB LAKE (2018)
 DL4359
 DL4359                         *CURRENT SURVEY CONTROL
 DL4359  ______________________________________________________________________
 DL4359* NAD 83(1986) POSITION- 45 08 55.1    (N) 091 15 18.6    (W)   HD_HELD2
 DL4359* NAVD 88 ORTHO HEIGHT -   328.582 (meters)     1078.02  (feet) ADJUSTED
 DL4359  ______________________________________________________________________
 DL4359  GEOID HEIGHT    -        -30.691 (meters)                     GEOID18
 DL4359  DYNAMIC HEIGHT  -        328.557 (meters)     1077.94  (feet) COMP
 DL4359  MODELED GRAVITY -    980,534.0   (mgal)                       NAVD 88
 DL4359
 DL4359  VERT ORDER      -  SECOND    CLASS I
 DL4359
 DL4359.The horizontal coordinates were established by autonomous hand held GPS
 DL4359.observations and have an estimated accuracy of +/- 10 meters.
 DL4359
 DL4359.The orthometric height was determined by differential leveling and
 DL4359.adjusted by the WI DEPT OF TRANSP
 DL4359.in May 2012.
 DL4359
 DL4359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4359.GEOID18 height accuracy estimate available here.
 DL4359
 DL4359.Click photographs - Photos may exist for this station.
 DL4359
 DL4359.The dynamic height is computed by dividing the NAVD 88
 DL4359.geopotential number by the normal gravity value computed on the
 DL4359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4359.degrees latitude (g = 980.6199 gals.).
 DL4359
 DL4359.The modeled gravity was interpolated from observed gravity values.
 DL4359
 DL4359;                    North         East    Units  Estimated Accuracy
 DL4359;SPC WI C     -   146,920.      501,299.      MT  (+/- 10 meters HH2 GPS)
 DL4359
 DL4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3716300943(NAD 83)
 DL4359
 DL4359                          SUPERSEDED SURVEY CONTROL
 DL4359
 DL4359.No superseded survey control is available for this station.
 DL4359
 DL4359_MARKER: DD = SURVEY DISK
 DL4359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4359_STAMPING: 6D05 2006
 DL4359_MARK LOGO: WIDT
 DL4359_PROJECTION: FLUSH
 DL4359_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4359+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 DL4359
 DL4359  HISTORY     - Date     Condition        Report By
 DL4359  HISTORY     - 2005     MONUMENTED       WIDT
 DL4359  HISTORY     - 20080730 GOOD             WIDT
 DL4359
 DL4359                          STATION DESCRIPTION
 DL4359
 DL4359'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4359'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHWEST OF CRESCENT,
 DL4359'7.2 MI (11.6 KM) NORTH OF JIM FALLS AND 5.3 MI (8.5 KM) WEST-SOUTHWEST
 DL4359'OF CORNELL.
 DL4359'
 DL4359'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DL4359'HIGHWAY E APPROXIMATELY 8.5 MI (13.7 KM) SOUTHWEST OF THE CITY OF
 DL4359'CORNELL, GO EAST AND NORTH ON STATE HIGHWAY 64 FOR 3.7 MI (6.0 KM) TO
 DL4359'STATE HIGHWAY 64 CURVING RIGHT AND 205TH STREET AHEAD, CURVE RIGHT AND
 DL4359'GO EAST ON STATE HIGHWAY 64 FOR 0.42 MI (0.7 KM) TO THE STATION ON THE
 DL4359'RIGHT.
 DL4359'
 DL4359'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4359'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4359'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4359'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DL4359'PAVEMENT, 10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DL4359'64, 65.0 M (213.3 FT) EAST OF A SNOWMOBILE CROSSING SIGN POST, 50.5 M
 DL4359'(165.7 FT) SOUTHWEST OF A POWER POLE, 41.5 M (136.2 FT) SOUTHEAST OF A
 DL4359'POWER POLE AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST AND 1.0
 DL4359'M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4359'
 DL4359'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4359'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4404 ***********************************************************************
 DL4404  DESIGNATION -  6D06
 DL4404  PID         -  DL4404
 DL4404  STATE/COUNTY-  WI/RUSK
 DL4404  COUNTRY     -  US
 DL4404  USGS QUAD   -  WEYERHAEUSER (2018)
 DL4404
 DL4404                         *CURRENT SURVEY CONTROL
 DL4404  ______________________________________________________________________
 DL4404* NAD 83(1986) POSITION- 45 24 46.3    (N) 091 26 03.5    (W)   HD_HELD2
 DL4404* NAVD 88 ORTHO HEIGHT -   360.276 (meters)     1182.01  (feet) ADJUSTED
 DL4404  ______________________________________________________________________
 DL4404  GEOID HEIGHT    -        -30.241 (meters)                     GEOID18
 DL4404  DYNAMIC HEIGHT  -        360.256 (meters)     1181.94  (feet) COMP
 DL4404  MODELED GRAVITY -    980,550.3   (mgal)                       NAVD 88
 DL4404
 DL4404  VERT ORDER      -  SECOND    CLASS I
 DL4404
 DL4404.The horizontal coordinates were established by autonomous hand held GPS
 DL4404.observations and have an estimated accuracy of +/- 10 meters.
 DL4404
 DL4404.The orthometric height was determined by differential leveling and
 DL4404.adjusted by the WI DEPT OF TRANSP
 DL4404.in May 2012.
 DL4404
 DL4404.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4404.GEOID18 height accuracy estimate available here.
 DL4404
 DL4404.Click photographs - Photos may exist for this station.
 DL4404
 DL4404.The dynamic height is computed by dividing the NAVD 88
 DL4404.geopotential number by the normal gravity value computed on the
 DL4404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4404.degrees latitude (g = 980.6199 gals.).
 DL4404
 DL4404.The modeled gravity was interpolated from observed gravity values.
 DL4404
 DL4404;                    North         East    Units  Estimated Accuracy
 DL4404;SPC WI C     -   176,512.      487,732.      MT  (+/- 10 meters HH2 GPS)
 DL4404
 DL4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2251130007(NAD 83)
 DL4404
 DL4404                          SUPERSEDED SURVEY CONTROL
 DL4404
 DL4404.No superseded survey control is available for this station.
 DL4404
 DL4404_MARKER: DD = SURVEY DISK
 DL4404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4404_STAMPING: 6D06 2006
 DL4404_MARK LOGO: WIDT
 DL4404_PROJECTION: FLUSH
 DL4404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4404+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2008
 DL4404
 DL4404  HISTORY     - Date     Condition        Report By
 DL4404  HISTORY     - 2005     MONUMENTED       WIDT
 DL4404  HISTORY     - 20080820 GOOD             WIDT
 DL4404
 DL4404                          STATION DESCRIPTION
 DL4404
 DL4404'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4404'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-SOUTHWEST OF BRUCE,
 DL4404'4.5 MI (7.2 KM) EAST-SOUTHEAST OF STRICKLAND AND 1.3 MI (2.1 KM)
 DL4404'SOUTHWEST OF WEYERHAUSER.
 DL4404'
 DL4404'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DL4404'HIGHWAY F NORTH ON THE SOUTHWEST SIDE OF THE VILLAGE OF WEYERHAEUSER,
 DL4404'GO SOUTHWEST ON US HIGHWAY 8 FOR 1.1 MI (1.8 KM) TO CEDAR SWAMP ROAD
 DL4404'AND THE STATION ON THE LEFT.
 DL4404'
 DL4404'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4404'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4404'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4404'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT, 17.4 M (57.1
 DL4404'FT) SOUTHEAST OF THE CENTERLINE OF US HIGHWAY 8, 18.1 M (59.4 FT) EAST
 DL4404'OF THE CENTERLINE OF CEDAR SWAMP ROAD, 8.5 M (27.9 FT) SOUTHWEST OF
 DL4404'THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER W14796, 6.6 M (21.7
 DL4404'FT) NORTH-NORTHEAST OF TELEPHONE PEDESTAL NUMBER 6-6 AND A YELLOW
 DL4404'METAL RIGHT-OF-WAY POST AND 1.0 M (3.3 FT) SOUTH-SOUTHEAST, 1.0 M (3.3
 DL4404'FT) NORTHEAST AND 1.0 M (3.3 FT) WEST OF THREE WHITE PLASTIC WITNESS
 DL4404'POSTS.
 DL4404'
 DL4404'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4404'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4403 ***********************************************************************
 DL4403  DESIGNATION -  6D07
 DL4403  PID         -  DL4403
 DL4403  STATE/COUNTY-  WI/RUSK
 DL4403  COUNTRY     -  US
 DL4403  USGS QUAD   -  BRUCE (2018)
 DL4403
 DL4403                         *CURRENT SURVEY CONTROL
 DL4403  ______________________________________________________________________
 DL4403* NAD 83(1986) POSITION- 45 27 25.4    (N) 091 18 05.3    (W)   HD_HELD2
 DL4403* NAVD 88 ORTHO HEIGHT -   337.899 (meters)     1108.59  (feet) ADJUSTED
 DL4403  ______________________________________________________________________
 DL4403  GEOID HEIGHT    -        -30.306 (meters)                     GEOID18
 DL4403  DYNAMIC HEIGHT  -        337.881 (meters)     1108.53  (feet) COMP
 DL4403  MODELED GRAVITY -    980,552.3   (mgal)                       NAVD 88
 DL4403
 DL4403  VERT ORDER      -  SECOND    CLASS I
 DL4403
 DL4403.The horizontal coordinates were established by autonomous hand held GPS
 DL4403.observations and have an estimated accuracy of +/- 10 meters.
 DL4403
 DL4403.The orthometric height was determined by differential leveling and
 DL4403.adjusted by the WI DEPT OF TRANSP
 DL4403.in May 2012.
 DL4403
 DL4403.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4403.GEOID18 height accuracy estimate available here.
 DL4403
 DL4403.Click photographs - Photos may exist for this station.
 DL4403
 DL4403.The dynamic height is computed by dividing the NAVD 88
 DL4403.geopotential number by the normal gravity value computed on the
 DL4403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4403.degrees latitude (g = 980.6199 gals.).
 DL4403
 DL4403.The modeled gravity was interpolated from observed gravity values.
 DL4403
 DL4403;                    North         East    Units  Estimated Accuracy
 DL4403;SPC WI C     -   181,248.      498,207.      MT  (+/- 10 meters HH2 GPS)
 DL4403
 DL4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3280135128(NAD 83)
 DL4403
 DL4403                          SUPERSEDED SURVEY CONTROL
 DL4403
 DL4403.No superseded survey control is available for this station.
 DL4403
 DL4403_MARKER: DD = SURVEY DISK
 DL4403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4403_STAMPING: 6D07 2006
 DL4403_MARK LOGO: WIDT
 DL4403_PROJECTION: FLUSH
 DL4403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4403+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2008
 DL4403
 DL4403  HISTORY     - Date     Condition        Report By
 DL4403  HISTORY     - 2005     MONUMENTED       WIDT
 DL4403  HISTORY     - 20080818 GOOD             WIDT
 DL4403
 DL4403                          STATION DESCRIPTION
 DL4403
 DL4403'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4403'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST-NORTHEAST OF
 DL4403'WEYERHAUSER, 5.2 MI (8.4 KM) NORTHWEST OF THORNAPPLE AND 1.4 MI (2.3
 DL4403'KM) WEST OF BRUCE.
 DL4403'
 DL4403'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4403'HIGHWAY 40 NORTH ON THE WEST SIDE OF THE VILLAGE OF BRUCE, GO
 DL4403'SOUTHWEST ON US HIGHWAY 8 FOR 0.7 MI (1.1 KM) TO NACHTWEY ROAD RIGHT.
 DL4403'TURN RIGHT AND GO NORTH AND WEST ON NACHTWEY ROAD FOR 0.45 MI (0.7 KM)
 DL4403'TO THE STATION ON THE LEFT.
 DL4403'
 DL4403'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4403'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4403'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4403'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT, 8.1 M (26.6 FT)
 DL4403'SOUTH OF THE CENTERLINE OF NACHTWEY ROAD, 9.9 M (32.5 FT)
 DL4403'EAST-NORTHEAST OF POWER POLE NUMBER 1-88/48 AND 1.0 M (3.3 FT) SOUTH,
 DL4403'1.0 M (3.3 FT) NORTHWEST AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE
 DL4403'PLASTIC WITNESS POSTS.
 DL4403'
 DL4403'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4403'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4358 ***********************************************************************
 DL4358  DESIGNATION -  6D46
 DL4358  PID         -  DL4358
 DL4358  STATE/COUNTY-  WI/CHIPPEWA
 DL4358  COUNTRY     -  US
 DL4358  USGS QUAD   -  CORNELL (2018)
 DL4358
 DL4358                         *CURRENT SURVEY CONTROL
 DL4358  ______________________________________________________________________
 DL4358* NAD 83(1986) POSITION- 45 08 55.1    (N) 091 13 30.1    (W)   HD_HELD2
 DL4358* NAVD 88 ORTHO HEIGHT -   308.588 (meters)     1012.43  (feet) ADJUSTED
 DL4358  ______________________________________________________________________
 DL4358  GEOID HEIGHT    -        -30.705 (meters)                     GEOID18
 DL4358  DYNAMIC HEIGHT  -        308.566 (meters)     1012.35  (feet) COMP
 DL4358  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 DL4358
 DL4358  VERT ORDER      -  SECOND    CLASS I
 DL4358
 DL4358.The horizontal coordinates were established by autonomous hand held GPS
 DL4358.observations and have an estimated accuracy of +/- 10 meters.
 DL4358
 DL4358.The orthometric height was determined by differential leveling and
 DL4358.adjusted by the WI DEPT OF TRANSP
 DL4358.in May 2012.
 DL4358
 DL4358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4358.GEOID18 height accuracy estimate available here.
 DL4358
 DL4358.Click photographs - Photos may exist for this station.
 DL4358
 DL4358.The dynamic height is computed by dividing the NAVD 88
 DL4358.geopotential number by the normal gravity value computed on the
 DL4358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4358.degrees latitude (g = 980.6199 gals.).
 DL4358
 DL4358.The modeled gravity was interpolated from observed gravity values.
 DL4358
 DL4358;                    North         East    Units  Estimated Accuracy
 DL4358;SPC WI C     -   146,884.      503,669.      MT  (+/- 10 meters HH2 GPS)
 DL4358
 DL4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3953200994(NAD 83)
 DL4358
 DL4358                          SUPERSEDED SURVEY CONTROL
 DL4358
 DL4358.No superseded survey control is available for this station.
 DL4358
 DL4358_MARKER: DD = SURVEY DISK
 DL4358_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4358_SP_SET: BRIDGE WING WALL
 DL4358_STAMPING: 6D46 2006
 DL4358_MARK LOGO: WIDT
 DL4358_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4358+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 DL4358
 DL4358  HISTORY     - Date     Condition        Report By
 DL4358  HISTORY     - 2005     MONUMENTED       WIDT
 DL4358  HISTORY     - 20080730 GOOD             WIDT
 DL4358
 DL4358                          STATION DESCRIPTION
 DL4358
 DL4358'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4358'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF HOLCOMBE,
 DL4358'6.8 MI (10.9 KM) NORTHWEST OF CRESCENT AND 3.9 MI (6.3 KM)
 DL4358'WEST-SOUTHWEST OF CORNELL.
 DL4358'
 DL4358'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4358'HIGHWAY 178 APPROXIMATELY 1 MI (1.6 KM) SOUTHWEST OF THE CITY OF
 DL4358'CORNELL, GO WEST AND SOUTH ON STATE HIGHWAY 64 FOR 2.8 MI (4.5 KM) TO
 DL4358'STATE HIGHWAY 64 CURVING RIGHT AND COUNTY HIGHWAY ZZ AHEAD, CURVE
 DL4358'RIGHT AND GO WEST ON STATE HIGHWAY 64 FOR 0.53 MI (0.9 KM) TO BRIDGE
 DL4358'B-08-0248 AND THE STATION ON THE RIGHT.
 DL4358'
 DL4358'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4358'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4358'THE SOUTH END OF THE NORTHWEST WING WALL AND LEVEL WITH THE HIGHWAY
 DL4358'PAVEMENT, 5.5 M (18.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 64,
 DL4358'50.5 M (165.7 FT) WEST-NORTHWEST OF A NO PASSING ZONE SIGN POST, 0.6 M
 DL4358'(2.0 FT) WEST OF THE EAST EDGE OF THE WING WALL, 38 CM (15 INCHES)
 DL4358'NORTH OF THE WEST METAL GUARD RAIL POST AND 1.5 M (4.9 FT) SOUTHWEST
 DL4358'OF A WHITE PLASTIC WITNESS POST.
 DL4358'
 DL4358'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH
 DL4358'EXTENDING TO 60 DEGREES ABOVE THE HORIZON AND TREES TO THE NORTHWEST
 DL4358'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4356 ***********************************************************************
 DL4356  DESIGNATION -  6D47
 DL4356  PID         -  DL4356
 DL4356  STATE/COUNTY-  WI/CHIPPEWA
 DL4356  COUNTRY     -  US
 DL4356  USGS QUAD   -  CORNELL (2018)
 DL4356
 DL4356                         *CURRENT SURVEY CONTROL
 DL4356  ______________________________________________________________________
 DL4356* NAD 83(1986) POSITION- 45 09 55.1    (N) 091 09 32.2    (W)   HD_HELD2
 DL4356* NAVD 88 ORTHO HEIGHT -   311.439 (meters)     1021.78  (feet) ADJUSTED
 DL4356  ______________________________________________________________________
 DL4356  GEOID HEIGHT    -        -30.681 (meters)                     GEOID18
 DL4356  DYNAMIC HEIGHT  -        311.418 (meters)     1021.71  (feet) COMP
 DL4356  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 DL4356
 DL4356  VERT ORDER      -  SECOND    CLASS I
 DL4356
 DL4356.The horizontal coordinates were established by autonomous hand held GPS
 DL4356.observations and have an estimated accuracy of +/- 10 meters.
 DL4356
 DL4356.The orthometric height was determined by differential leveling and
 DL4356.adjusted by the WI DEPT OF TRANSP
 DL4356.in May 2012.
 DL4356
 DL4356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4356.GEOID18 height accuracy estimate available here.
 DL4356
 DL4356.Click photographs - Photos may exist for this station.
 DL4356
 DL4356.The dynamic height is computed by dividing the NAVD 88
 DL4356.geopotential number by the normal gravity value computed on the
 DL4356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4356.degrees latitude (g = 980.6199 gals.).
 DL4356
 DL4356.The modeled gravity was interpolated from observed gravity values.
 DL4356
 DL4356;                    North         East    Units  Estimated Accuracy
 DL4356;SPC WI C     -   148,659.      508,891.      MT  (+/- 10 meters HH2 GPS)
 DL4356
 DL4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4468502962(NAD 83)
 DL4356
 DL4356                          SUPERSEDED SURVEY CONTROL
 DL4356
 DL4356.No superseded survey control is available for this station.
 DL4356
 DL4356_MARKER: DD = SURVEY DISK
 DL4356_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4356_SP_SET: BRIDGE PARAPET WALL
 DL4356_STAMPING: 6D47 2006
 DL4356_MARK LOGO: WIDT
 DL4356_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4356+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2008
 DL4356
 DL4356  HISTORY     - Date     Condition        Report By
 DL4356  HISTORY     - 2005     MONUMENTED       WIDT
 DL4356  HISTORY     - 20080729 GOOD             WIDT
 DL4356
 DL4356                          STATION DESCRIPTION
 DL4356
 DL4356'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4356'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF CRESCENT, 4.6
 DL4356'MI (7.4 KM) SOUTH-SOUTHWEST OF HOLCOMBE AND 0.5 MI (0.8 KM)
 DL4356'WEST-SOUTHWEST OF CORNELL.
 DL4356'
 DL4356'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 (BRIDGE
 DL4356'STREET) WITH COUNTY HIGHWAY CLOSING CORNER ON THE WEST SIDE OF THE
 DL4356'CITY OF CORNELL, GO EAST ON STATE HIGHWAY 64 (BRIDGE STREET) FOR 0.1
 DL4356'MI (0.2 KM) TO THE WEST SIDE OF A BRIDGE OVER THE CHIPPEWA RIVER AND
 DL4356'THE STATION ON THE RIGHT.
 DL4356'
 DL4356'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4356'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4356'THE WEST END OF THE SOUTH PARAPET WALL OF BRIDGE NUMBER B-9-87-71,
 DL4356'APPROXIMATELY 0.6 M (2.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT, 8.3 M
 DL4356'(27.2 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 64 (BRIDGE STREET),
 DL4356'10.0 M (32.8 FT) NORTHEAST OF POWER POLE NUMBER 3-80A, 3.3 M (10.8 FT)
 DL4356'EAST OF THE WEST END OF THE PARAPET WALL OF THE BRIDGE, 2.4 M (7.9 FT)
 DL4356'WEST OF A NO PARKING ANY TIME SIGN POST, 2.1 M (6.9 FT) WEST OF AN
 DL4356'EXPANSION JOINT AND 1.9 M (6.2 FT) NORTHEAST OF A WHITE PLASTIC
 DL4356'WITNESS POST.
 DL4356'
 DL4356'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE BRIDGE STRUCTURE TO THE
 DL4356'EAST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4372 ***********************************************************************
 DL4372  DESIGNATION -  6D48
 DL4372  PID         -  DL4372
 DL4372  STATE/COUNTY-  WI/CHIPPEWA
 DL4372  COUNTRY     -  US
 DL4372  USGS QUAD   -  HOLCOMBE (2018)
 DL4372
 DL4372                         *CURRENT SURVEY CONTROL
 DL4372  ______________________________________________________________________
 DL4372* NAD 83(1986) POSITION- 45 09 46.7    (N) 091 05 16.9    (W)   HD_HELD2
 DL4372* NAVD 88 ORTHO HEIGHT -   346.789 (meters)     1137.76  (feet) ADJUSTED
 DL4372  ______________________________________________________________________
 DL4372  GEOID HEIGHT    -        -30.700 (meters)                     GEOID18
 DL4372  DYNAMIC HEIGHT  -        346.767 (meters)     1137.68  (feet) COMP
 DL4372  MODELED GRAVITY -    980,543.4   (mgal)                       NAVD 88
 DL4372
 DL4372  VERT ORDER      -  SECOND    CLASS I
 DL4372
 DL4372.The horizontal coordinates were established by autonomous hand held GPS
 DL4372.observations and have an estimated accuracy of +/- 10 meters.
 DL4372
 DL4372.The orthometric height was determined by differential leveling and
 DL4372.adjusted by the WI DEPT OF TRANSP
 DL4372.in May 2012.
 DL4372
 DL4372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4372.GEOID18 height accuracy estimate available here.
 DL4372
 DL4372.Click photographs - Photos may exist for this station.
 DL4372
 DL4372.The dynamic height is computed by dividing the NAVD 88
 DL4372.geopotential number by the normal gravity value computed on the
 DL4372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4372.degrees latitude (g = 980.6199 gals.).
 DL4372
 DL4372.The modeled gravity was interpolated from observed gravity values.
 DL4372
 DL4372;                    North         East    Units  Estimated Accuracy
 DL4372;SPC WI C     -   148,323.      514,463.      MT  (+/- 10 meters HH2 GPS)
 DL4372
 DL4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5026402833(NAD 83)
 DL4372
 DL4372                          SUPERSEDED SURVEY CONTROL
 DL4372
 DL4372.No superseded survey control is available for this station.
 DL4372
 DL4372_MARKER: DD = SURVEY DISK
 DL4372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4372_STAMPING: 6D48 2006
 DL4372_MARK LOGO: WIDT
 DL4372_PROJECTION: FLUSH
 DL4372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4372+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2008
 DL4372
 DL4372  HISTORY     - Date     Condition        Report By
 DL4372  HISTORY     - 2005     MONUMENTED       WIDT
 DL4372  HISTORY     - 20080728 GOOD             WIDT
 DL4372
 DL4372                          STATION DESCRIPTION
 DL4372
 DL4372'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4372'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST-SOUTHWEST OF RUBY,
 DL4372'4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF HOLCOMBE AND 3.0 MI (4.8 KM) EAST
 DL4372'OF CORNELL.
 DL4372'
 DL4372'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4372'HIGHWAY 27 NORTH APPROXIMATELY 2 MI (3.2 KM) EAST OF THE CITY OF
 DL4372'CORNELL, GO EAST ON STATE HIGHWAY 64 FOR 1.1 MI (1.8 KM) TO 290TH
 DL4372'STREET.  CONTINUE EAST ON STATE HIGHWAY 64 FOR 0.1 MI (0.2 KM) TO THE
 DL4372'STATION ON THE RIGHT.
 DL4372'
 DL4372'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4372'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4372'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4372'GROUND AND APPROXIMATELY 2 M (6.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DL4372'THE STATION IS 19.3 M (63.3 FT) SOUTH OF THE CENTERLINE OF STATE
 DL4372'HIGHWAY 64, APPROXIMATELY 101 M (331.4 FT) WEST-SOUTHWEST OF A NO
 DL4372'PASSING ZONE SIGN POST, 73.5 M (241.1 FT) SOUTHWEST OF A POWER POLE,
 DL4372'55.5 M (182.1 FT) SOUTHEAST OF A POWER POLE WITH ONE GUY WIRE, 54.5 M
 DL4372'(178.8 FT) NORTHEAST OF A WOODEN CORNER FENCE POST WITH A BRACE, 1.0 M
 DL4372'(3.3 FT) NORTH OF A WIRE FENCE AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3
 DL4372'FT) NORTHWEST AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC
 DL4372'WITNESS POSTS.
 DL4372'
 DL4372'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4372'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4373 ***********************************************************************
 DL4373  DESIGNATION -  6D49
 DL4373  PID         -  DL4373
 DL4373  STATE/COUNTY-  WI/CHIPPEWA
 DL4373  COUNTRY     -  US
 DL4373  USGS QUAD   -  HOLCOMBE (2018)
 DL4373
 DL4373                         *CURRENT SURVEY CONTROL
 DL4373  ______________________________________________________________________
 DL4373* NAD 83(1986) POSITION- 45 09 46.7    (N) 091 03 09.2    (W)   HD_HELD2
 DL4373* NAVD 88 ORTHO HEIGHT -   336.758 (meters)     1104.85  (feet) ADJUSTED
 DL4373  ______________________________________________________________________
 DL4373  GEOID HEIGHT    -        -30.715 (meters)                     GEOID18
 DL4373  DYNAMIC HEIGHT  -        336.737 (meters)     1104.78  (feet) COMP
 DL4373  MODELED GRAVITY -    980,543.8   (mgal)                       NAVD 88
 DL4373
 DL4373  VERT ORDER      -  SECOND    CLASS I
 DL4373
 DL4373.The horizontal coordinates were established by autonomous hand held GPS
 DL4373.observations and have an estimated accuracy of +/- 10 meters.
 DL4373
 DL4373.The orthometric height was determined by differential leveling and
 DL4373.adjusted by the WI DEPT OF TRANSP
 DL4373.in May 2012.
 DL4373
 DL4373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4373.GEOID18 height accuracy estimate available here.
 DL4373
 DL4373.Click photographs - Photos may exist for this station.
 DL4373
 DL4373.The dynamic height is computed by dividing the NAVD 88
 DL4373.geopotential number by the normal gravity value computed on the
 DL4373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4373.degrees latitude (g = 980.6199 gals.).
 DL4373
 DL4373.The modeled gravity was interpolated from observed gravity values.
 DL4373
 DL4373;                    North         East    Units  Estimated Accuracy
 DL4373;SPC WI C     -   148,286.      517,251.      MT  (+/- 10 meters HH2 GPS)
 DL4373
 DL4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5305202899(NAD 83)
 DL4373
 DL4373                          SUPERSEDED SURVEY CONTROL
 DL4373
 DL4373.No superseded survey control is available for this station.
 DL4373
 DL4373_MARKER: DD = SURVEY DISK
 DL4373_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4373_SP_SET: BOX CULVERT
 DL4373_STAMPING: 6D49 2006
 DL4373_MARK LOGO: WIDT
 DL4373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4373+STABILITY: SURFACE MOTION
 DL4373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4373+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2008
 DL4373
 DL4373  HISTORY     - Date     Condition        Report By
 DL4373  HISTORY     - 2005     MONUMENTED       WIDT
 DL4373  HISTORY     - 20080728 GOOD             WIDT
 DL4373
 DL4373                          STATION DESCRIPTION
 DL4373
 DL4373'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4373'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) EAST OF CORNELL, 4.6 MI
 DL4373'(7.4 KM) NORTHWEST OF HURON AND 3.3 MI (5.3 KM) WEST-SOUTHWEST OF
 DL4373'RUBY.
 DL4373'
 DL4373'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4373'HIGHWAY 27 NORTH APPROXIMATELY 2 MI (3.2 KM) EAST OF THE CITY OF
 DL4373'CORNELL, GO EAST ON STATE HIGHWAY 64 FOR 1.6 MI (2.6 KM) TO 295TH
 DL4373'STREET.  CONTINUE EAST ON STATE HIGHWAY 64 FOR 1.3 MI (2.1 KM) TO BOX
 DL4373'CULVERT B-9-204-99 AND THE STATION ON THE RIGHT.
 DL4373'
 DL4373'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4373'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4373'THE SOUTHWEST CORNER OF THE CULVERT APPROXIMATELY 0.7 M (2.3 FT) LOWER
 DL4373'THAN THE HIGHWAY PAVEMENT, 11.9 M (39.0 FT) SOUTH OF THE CENTERLINE OF
 DL4373'STATE HIGHWAY 64, 0.14 MI (0.2 KM) WEST OF COUNTY HIGHWAY D, 75.5 M
 DL4373'(247.7 FT) EAST OF A JUNCTION COUNTY D SIGN POST, 47.5 M (155.8 FT)
 DL4373'WEST OF TELEPHONE PEDESTAL NUMBER L101 59-8, 39.5 M (129.6 FT) EAST OF
 DL4373'TELEPHONE PEDESTAL NUMBER L101 59-6, 14 CM (6 INCHES) EAST OF THE WEST
 DL4373'SIDE OF THE CULVERT, 9 CM (4 INCHES) NORTH OF THE SOUTH END OF THE
 DL4373'CULVERT, 14 CM (6 INCHES) EAST OF A BLACK OVER WHITE PLASTIC CULVERT
 DL4373'POST AND 0.8 M (2.6 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4373'
 DL4373'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4373'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4374 ***********************************************************************
 DL4374  DESIGNATION -  6D50
 DL4374  PID         -  DL4374
 DL4374  STATE/COUNTY-  WI/CHIPPEWA
 DL4374  COUNTRY     -  US
 DL4374  USGS QUAD   -  HOLCOMBE (2018)
 DL4374
 DL4374                         *CURRENT SURVEY CONTROL
 DL4374  ______________________________________________________________________
 DL4374* NAD 83(1986) POSITION- 45 09 45.4    (N) 091 01 16.6    (W)   HD_HELD2
 DL4374* NAVD 88 ORTHO HEIGHT -   341.556 (meters)     1120.59  (feet) ADJUSTED
 DL4374  ______________________________________________________________________
 DL4374  GEOID HEIGHT    -        -30.732 (meters)                     GEOID18
 DL4374  DYNAMIC HEIGHT  -        341.534 (meters)     1120.52  (feet) COMP
 DL4374  MODELED GRAVITY -    980,542.6   (mgal)                       NAVD 88
 DL4374
 DL4374  VERT ORDER      -  SECOND    CLASS I
 DL4374
 DL4374.The horizontal coordinates were established by autonomous hand held GPS
 DL4374.observations and have an estimated accuracy of +/- 10 meters.
 DL4374
 DL4374.The orthometric height was determined by differential leveling and
 DL4374.adjusted by the WI DEPT OF TRANSP
 DL4374.in May 2012.
 DL4374
 DL4374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4374.GEOID18 height accuracy estimate available here.
 DL4374
 DL4374.Click photographs - Photos may exist for this station.
 DL4374
 DL4374.The dynamic height is computed by dividing the NAVD 88
 DL4374.geopotential number by the normal gravity value computed on the
 DL4374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4374.degrees latitude (g = 980.6199 gals.).
 DL4374
 DL4374.The modeled gravity was interpolated from observed gravity values.
 DL4374
 DL4374;                    North         East    Units  Estimated Accuracy
 DL4374;SPC WI C     -   148,215.      519,709.      MT  (+/- 10 meters HH2 GPS)
 DL4374
 DL4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5551102919(NAD 83)
 DL4374
 DL4374                          SUPERSEDED SURVEY CONTROL
 DL4374
 DL4374.No superseded survey control is available for this station.
 DL4374
 DL4374_MARKER: DD = SURVEY DISK
 DL4374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4374_STAMPING: 6D50 2006
 DL4374_MARK LOGO: WIDT
 DL4374_PROJECTION: FLUSH
 DL4374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4374+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2008
 DL4374
 DL4374  HISTORY     - Date     Condition        Report By
 DL4374  HISTORY     - 2005     MONUMENTED       WIDT
 DL4374  HISTORY     - 20080724 GOOD             WIDT
 DL4374
 DL4374                          STATION DESCRIPTION
 DL4374
 DL4374'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4374'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST OF CORNELL, 3.5 MI
 DL4374'(5.6 KM) NORTH-NORTHWEST OF HURON AND 1.9 MI (3.1 KM) WEST-SOUTHWEST
 DL4374'OF RUBY.
 DL4374'
 DL4374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4374'HIGHWAY 27 NORTH APPROXIMATELY 2 MI (3.2 KM) EAST OF THE CITY OF
 DL4374'CORNELL, GO EAST ON STATE HIGHWAY 64 FOR 3.1 MI (5.0 KM) TO COUNTY
 DL4374'HIGHWAY D RIGHT.  CONTINUE EAST ON STATE HIGHWAY 64 FOR 1.37 MI (2.2
 DL4374'KM) TO THE STATION ON THE RIGHT.
 DL4374'
 DL4374'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4374'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4374'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4374'GROUND AND APPROXIMATELY 0.6 M (2.0 FT) LOWER THAN THE HIGHWAY
 DL4374'PAVEMENT, 12.9 M (42.3 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DL4374'64, 13.6 M (44.6 FT) EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 13.0
 DL4374'M (42.7 FT) SOUTHEAST OF A NO PASSING ZONE SIGN POST, 9.3 M (30.5 FT)
 DL4374'WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER 32384 AND
 DL4374'1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST AND 1.0 M (3.3 FT)
 DL4374'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4374'
 DL4374'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DL4374'QUADRANTS EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4401 ***********************************************************************
 DL4401  DESIGNATION -  6D51
 DL4401  PID         -  DL4401
 DL4401  STATE/COUNTY-  WI/RUSK
 DL4401  COUNTRY     -  US
 DL4401  USGS QUAD   -  THORNAPPLE (2018)
 DL4401
 DL4401                         *CURRENT SURVEY CONTROL
 DL4401  ______________________________________________________________________
 DL4401* NAD 83(1986) POSITION- 45 27 54.10   (N) 091 11 56.00   (W)   HD_HELD1
 DL4401* NAVD 88 ORTHO HEIGHT -   347.179 (meters)     1139.04  (feet) ADJUSTED
 DL4401  ______________________________________________________________________
 DL4401  GEOID HEIGHT    -        -30.370 (meters)                     GEOID18
 DL4401  DYNAMIC HEIGHT  -        347.161 (meters)     1138.98  (feet) COMP
 DL4401  MODELED GRAVITY -    980,554.4   (mgal)                       NAVD 88
 DL4401
 DL4401  VERT ORDER      -  SECOND    CLASS I
 DL4401
 DL4401.The horizontal coordinates were determined by differentially corrected
 DL4401.hand held GPS observations or other comparable positioning techniques
 DL4401.and have an estimated accuracy of +/- 3 meters.
 DL4401
 DL4401.The orthometric height was determined by differential leveling and
 DL4401.adjusted by the WI DEPT OF TRANSP
 DL4401.in May 2012.
 DL4401
 DL4401.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4401.GEOID18 height accuracy estimate available here.
 DL4401
 DL4401.Click photographs - Photos may exist for this station.
 DL4401
 DL4401.The dynamic height is computed by dividing the NAVD 88
 DL4401.geopotential number by the normal gravity value computed on the
 DL4401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4401.degrees latitude (g = 980.6199 gals.).
 DL4401
 DL4401.The modeled gravity was interpolated from observed gravity values.
 DL4401
 DL4401;                    North         East    Units  Estimated Accuracy
 DL4401;SPC WI C     -   182,010.8     506,243.2     MT  (+/- 3 meters HH1 GPS) 
 DL4401
 DL4401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4080136188(NAD 83)
 DL4401
 DL4401                          SUPERSEDED SURVEY CONTROL
 DL4401
 DL4401.No superseded survey control is available for this station.
 DL4401
 DL4401_MARKER: DD = SURVEY DISK
 DL4401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4401_STAMPING: 6D51 2006
 DL4401_MARK LOGO: WIDT
 DL4401_PROJECTION: FLUSH
 DL4401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4401+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2008
 DL4401
 DL4401  HISTORY     - Date     Condition        Report By
 DL4401  HISTORY     - 2005     MONUMENTED       WIDT
 DL4401  HISTORY     - 20080821 GOOD             WIDT
 DL4401
 DL4401                          STATION DESCRIPTION
 DL4401
 DL4401'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4401'THE STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) WEST OF LADYSMITH, 3.9 MI
 DL4401'(6.3 KM) NORTH-NORTHEAST OF THORNAPPLE AND 3.6 MI (5.8 KM) EAST OF
 DL4401'BRUCE.
 DL4401'
 DL4401'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DL4401'HIGHWAY E APPROXIMATELY 1 MI (1.6 KM) EAST OF THE VILLAGE OF BRUCE, GO
 DL4401'NORTHEAST AND EAST ON US HIGHWAY 8 FOR 2.5 MI (4.0 KM) TO TAYLOR ROAD
 DL4401'RIGHT.  CONTINUE EAST ON US HIGHWAY 8 FOR 0.27 MI (0.4 KM) TO THE
 DL4401'STATION ON THE LEFT.
 DL4401'
 DL4401'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4401'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4401'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4401'GROUND AND APPROXIMATELY 2 M (6.6 FT) LOWER THAN THE HIGHWAY PAVEMENT,
 DL4401'14.8 M (48.6 FT) NORTH OF THE CENTERLINE OF US HIGHWAY 8, 58.8 M
 DL4401'(192.9 FT) WEST OF THE EXTENDED CENTERLINE OF VAN WAY LANE, 45.0 M
 DL4401'(147.6 FT) WEST OF THE TOP CENTER OF TELEPHONE PEDESTAL NUMBER SFSH
 DL4401'7000 13A, 43.1 M (141.4 FT) WEST OF POWER POLE NUMBER N2-103, 11.8 M
 DL4401'(38.7 FT) NORTHEAST OF A NO PARKING ANY TIME SIGN POST AND 1.0 M (3.3
 DL4401'FT) NORTH, 1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT) SOUTHWEST OF
 DL4401'THREE WHITE PLASTIC WITNESS POSTS.
 DL4401'
 DL4401'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4401'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4393 ***********************************************************************
 DL4393  DESIGNATION -  6D52
 DL4393  PID         -  DL4393
 DL4393  STATE/COUNTY-  WI/RUSK
 DL4393  COUNTRY     -  US
 DL4393  USGS QUAD   -  LADYSMITH (2018)
 DL4393
 DL4393                         *CURRENT SURVEY CONTROL
 DL4393  ______________________________________________________________________
 DL4393* NAD 83(1986) POSITION- 45 26 12.1    (N) 091 06 40.3    (W)   HD_HELD2
 DL4393* NAVD 88 ORTHO HEIGHT -   349.398 (meters)     1146.32  (feet) ADJUSTED
 DL4393  ______________________________________________________________________
 DL4393  GEOID HEIGHT    -        -30.408 (meters)                     GEOID18
 DL4393  DYNAMIC HEIGHT  -        349.380 (meters)     1146.26  (feet) COMP
 DL4393  MODELED GRAVITY -    980,555.3   (mgal)                       NAVD 88
 DL4393
 DL4393  VERT ORDER      -  SECOND    CLASS I
 DL4393
 DL4393.The horizontal coordinates were established by autonomous hand held GPS
 DL4393.observations and have an estimated accuracy of +/- 10 meters.
 DL4393
 DL4393.The orthometric height was determined by differential leveling and
 DL4393.adjusted by the WI DEPT OF TRANSP
 DL4393.in May 2012.
 DL4393
 DL4393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4393.GEOID18 height accuracy estimate available here.
 DL4393
 DL4393.Click photographs - Photos may exist for this station.
 DL4393
 DL4393.The dynamic height is computed by dividing the NAVD 88
 DL4393.geopotential number by the normal gravity value computed on the
 DL4393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4393.degrees latitude (g = 980.6199 gals.).
 DL4393
 DL4393.The modeled gravity was interpolated from observed gravity values.
 DL4393
 DL4393;                    North         East    Units  Estimated Accuracy
 DL4393;SPC WI C     -   178,765.      513,058.      MT  (+/- 10 meters HH2 GPS)
 DL4393
 DL4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4773133198(NAD 83)
 DL4393
 DL4393                          SUPERSEDED SURVEY CONTROL
 DL4393
 DL4393.No superseded survey control is available for this station.
 DL4393
 DL4393_MARKER: DD = SURVEY DISK
 DL4393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4393_STAMPING: 6D52 2006
 DL4393_MARK LOGO: WIDT
 DL4393_PROJECTION: FLUSH
 DL4393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4393+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2008
 DL4393
 DL4393  HISTORY     - Date     Condition        Report By
 DL4393  HISTORY     - 2005     MONUMENTED       WIDT
 DL4393  HISTORY     - 20080825 GOOD             WIDT
 DL4393
 DL4393                          STATION DESCRIPTION
 DL4393
 DL4393'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4393'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF TONY,
 DL4393'5.6 MI (9.0 KM) EAST-NORTHEAST OF THORNAPPLE AND 1.9 MI (3.1 KM) SOUTH
 DL4393'OF LADYSMITH.
 DL4393'
 DL4393'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (WEST LAKE
 DL4393'AVENUE) WITH STATE HIGHWAY 27 (WEST NINTH STREET NORTH) IN THE CITY OF
 DL4393'LADYSMITH, GO SOUTH ON STATE HIGHWAY 27 FOR 2.0 MI (3.2 KM) TO JANSEN
 DL4393'ROAD LEFT, COPPER PARK LANE RIGHT AND THE STATION ON THE RIGHT.
 DL4393'
 DL4393'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4393'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4393'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4393'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE HIGHWAY
 DL4393'PAVEMENT, 15.1 M (49.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 27,
 DL4393'22.3 M (73.2 FT) NORTH OF THE CENTERLINE OF COPPER PARK LANE, 4.4 M
 DL4393'(14.4 FT) NORTHEAST OF THE EAST WOODEN POST OF A DNR SERVICE CENTER
 DL4393'SIGN AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3
 DL4393'FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4393'
 DL4393'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 DL4393'EXTENDING T0 45 DEGREES ABOVE THE HORIZON AND TREES TO THE NORTH AND
 DL4393'SOUTH EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4394 ***********************************************************************
 DL4394  DESIGNATION -  6D53
 DL4394  PID         -  DL4394
 DL4394  STATE/COUNTY-  WI/RUSK
 DL4394  COUNTRY     -  US
 DL4394  USGS QUAD   -  LADYSMITH (2018)
 DL4394
 DL4394                         *CURRENT SURVEY CONTROL
 DL4394  ______________________________________________________________________
 DL4394* NAD 83(1986) POSITION- 45 26 48.8    (N) 091 04 48.2    (W)   HD_HELD2
 DL4394* NAVD 88 ORTHO HEIGHT -   350.836 (meters)     1151.03  (feet) ADJUSTED
 DL4394  ______________________________________________________________________
 DL4394  GEOID HEIGHT    -        -30.401 (meters)                     GEOID18
 DL4394  DYNAMIC HEIGHT  -        350.819 (meters)     1150.98  (feet) COMP
 DL4394  MODELED GRAVITY -    980,557.5   (mgal)                       NAVD 88
 DL4394
 DL4394  VERT ORDER      -  SECOND    CLASS I
 DL4394
 DL4394.The horizontal coordinates were established by autonomous hand held GPS
 DL4394.observations and have an estimated accuracy of +/- 10 meters.
 DL4394
 DL4394.The orthometric height was determined by differential leveling and
 DL4394.adjusted by the WI DEPT OF TRANSP
 DL4394.in May 2012.
 DL4394
 DL4394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4394.GEOID18 height accuracy estimate available here.
 DL4394
 DL4394.Click photographs - Photos may exist for this station.
 DL4394
 DL4394.The dynamic height is computed by dividing the NAVD 88
 DL4394.geopotential number by the normal gravity value computed on the
 DL4394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4394.degrees latitude (g = 980.6199 gals.).
 DL4394
 DL4394.The modeled gravity was interpolated from observed gravity values.
 DL4394
 DL4394;                    North         East    Units  Estimated Accuracy
 DL4394;SPC WI C     -   179,865.      515,509.      MT  (+/- 10 meters HH2 GPS)
 DL4394
 DL4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5013934388(NAD 83)
 DL4394
 DL4394                          SUPERSEDED SURVEY CONTROL
 DL4394
 DL4394.No superseded survey control is available for this station.
 DL4394
 DL4394_MARKER: DD = SURVEY DISK
 DL4394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4394_STAMPING: 6D53 2006
 DL4394_MARK LOGO: WIDT
 DL4394_PROJECTION: FLUSH
 DL4394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4394+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2008
 DL4394
 DL4394  HISTORY     - Date     Condition        Report By
 DL4394  HISTORY     - 2005     MONUMENTED       WIDT
 DL4394  HISTORY     - 20080825 GOOD             WIDT
 DL4394
 DL4394                          STATION DESCRIPTION
 DL4394
 DL4394'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4394'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF
 DL4394'THORNAPPLE, 4.9 MI (7.9 KM) WEST-SOUTHWEST OF TONY AND 1.6 MI (2.6 KM)
 DL4394'SOUTHEAST OF LADYSMITH.
 DL4394'
 DL4394'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DL4394'HIGHWAY P AT THE SOUTHEAST EDGE OF THE CITY OF LADYSMITH, GO SOUTH ON
 DL4394'COUNTY HIGHWAY G AND COUNTY HIGHWAY P FOR 0.25 MI (0.4 KM) TO DOUGHTY
 DL4394'ROAD RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY G AND COUNTY HIGHWAY P
 DL4394'FOR 86 M (282.2 FT) TO THE STATION ON THE LEFT.
 DL4394'
 DL4394'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4394'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4394'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP, FLUSH WITH THE
 DL4394'GROUND AND APPROXIMATELY 2 M (6.6 FT) LOWER THAN THE HIGHWAY PAVEMENT,
 DL4394'16.5 M (54.1 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY G AND COUNTY
 DL4394'HIGHWAY P, 86.5 M (283.8 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 DL4394'DOUGHTY ROAD, 36.5 M (119.8 FT) NORTH OF A POWER POLE, 35.0 M (114.8
 DL4394'FT) EAST-SOUTHEAST OF POWER POLE NUMBER 11-50/66, 13.9 M (45.6 FT)
 DL4394'SOUTHEAST OF A SPEED LIMIT 35 SIGN POST AND 1.0 M (3.3 FT) EAST, 1.0 M
 DL4394'(3.3 FT) SOUTHWEST AND 1.0 M (3.3 FT) NORTHWEST OF THREE WHITE PLASTIC
 DL4394'WITNESS POSTS.
 DL4394'
 DL4394'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4394'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4380 ***********************************************************************
 DL4380  DESIGNATION -  6D54
 DL4380  PID         -  DL4380
 DL4380  STATE/COUNTY-  WI/RUSK
 DL4380  COUNTRY     -  US
 DL4380  USGS QUAD   -  LADYSMITH (2018)
 DL4380
 DL4380                         *CURRENT SURVEY CONTROL
 DL4380  ______________________________________________________________________
 DL4380* NAD 83(1986) POSITION- 45 27 29.45   (N) 091 05 02.62   (W)   HD_HELD1
 DL4380* NAVD 88 ORTHO HEIGHT -   339.220 (meters)     1112.92  (feet) ADJUSTED
 DL4380  ______________________________________________________________________
 DL4380  GEOID HEIGHT    -        -30.395 (meters)                     GEOID18
 DL4380  DYNAMIC HEIGHT  -        339.204 (meters)     1112.87  (feet) COMP
 DL4380  MODELED GRAVITY -    980,558.2   (mgal)                       NAVD 88
 DL4380
 DL4380  VERT ORDER      -  SECOND    CLASS I
 DL4380
 DL4380.The horizontal coordinates were determined by differentially corrected
 DL4380.hand held GPS observations or other comparable positioning techniques
 DL4380.and have an estimated accuracy of +/- 3 meters.
 DL4380
 DL4380.The orthometric height was determined by differential leveling and
 DL4380.adjusted by the WI DEPT OF TRANSP
 DL4380.in May 2012.
 DL4380
 DL4380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4380.GEOID18 height accuracy estimate available here.
 DL4380
 DL4380.Click photographs - Photos may exist for this station.
 DL4380
 DL4380.The dynamic height is computed by dividing the NAVD 88
 DL4380.geopotential number by the normal gravity value computed on the
 DL4380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4380.degrees latitude (g = 980.6199 gals.).
 DL4380
 DL4380.The modeled gravity was interpolated from observed gravity values.
 DL4380
 DL4380;                    North         East    Units  Estimated Accuracy
 DL4380;SPC WI C     -   181,123.6     515,212.4     MT  (+/- 3 meters HH1 GPS) 
 DL4380
 DL4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4979635635(NAD 83)
 DL4380
 DL4380                          SUPERSEDED SURVEY CONTROL
 DL4380
 DL4380.No superseded survey control is available for this station.
 DL4380
 DL4380_MARKER: DD = SURVEY DISK
 DL4380_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4380_SP_SET: BRIDGE ABUTMENT
 DL4380_STAMPING: 6D54 2008
 DL4380_MARK LOGO: WIDT
 DL4380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4380+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 DL4380
 DL4380  HISTORY     - Date     Condition        Report By
 DL4380  HISTORY     - 2008     MONUMENTED       WIDT
 DL4380  HISTORY     - 20080826 GOOD             WIDT
 DL4380
 DL4380                          STATION DESCRIPTION
 DL4380
 DL4380'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4380'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF
 DL4380'THORNAPPLE, 4.8 MI (7.7 KM) WEST-SOUTHWEST OF TONY AND 1.0 MI (1.6 KM)
 DL4380'EAST-SOUTHEAST OF LADYSMITH.
 DL4380'
 DL4380'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DL4380'HIGHWAY P AT THE SOUTHEAST EDGE OF THE CITY OF LADYSMITH, GO NORTH ON
 DL4380'COUNTY HIGHWAY G FOR 0.5 MI (0.8 KM) TO A BRIDGE OVER THE FLAMBEAU
 DL4380'RIVER AND THE STATION ON THE LEFT.
 DL4380'
 DL4380'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4380'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHWEST
 DL4380'SIDE OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER B-54-23-78, 6.6 M
 DL4380'(21.7 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY G, 1.8 M (5.9
 DL4380'FT) SOUTHWEST OF AN ALUMINUM UNSTAMPED WISCONSIN DIVISION OF HIGHWAYS
 DL4380'SURVEY DISK SET IN THE SIDEWALK OF THE BRIDGE SPAN AND 1.2 M (3.9 FT)
 DL4380'NORTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4379 ***********************************************************************
 DL4379  DESIGNATION -  6D55
 DL4379  PID         -  DL4379
 DL4379  STATE/COUNTY-  WI/RUSK
 DL4379  COUNTRY     -  US
 DL4379  USGS QUAD   -  LADYSMITH (2018)
 DL4379
 DL4379                         *CURRENT SURVEY CONTROL
 DL4379  ______________________________________________________________________
 DL4379* NAD 83(1986) POSITION- 45 27 14.79   (N) 091 06 32.29   (W)   HD_HELD1
 DL4379* NAVD 88 ORTHO HEIGHT -   342.868 (meters)     1124.89  (feet) ADJUSTED
 DL4379  ______________________________________________________________________
 DL4379  GEOID HEIGHT    -        -30.397 (meters)                     GEOID18
 DL4379  DYNAMIC HEIGHT  -        342.851 (meters)     1124.84  (feet) COMP
 DL4379  MODELED GRAVITY -    980,556.9   (mgal)                       NAVD 88
 DL4379
 DL4379  VERT ORDER      -  SECOND    CLASS I
 DL4379
 DL4379.The horizontal coordinates were determined by differentially corrected
 DL4379.hand held GPS observations or other comparable positioning techniques
 DL4379.and have an estimated accuracy of +/- 3 meters.
 DL4379
 DL4379.The orthometric height was determined by differential leveling and
 DL4379.adjusted by the WI DEPT OF TRANSP
 DL4379.in May 2012.
 DL4379
 DL4379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4379.GEOID18 height accuracy estimate available here.
 DL4379
 DL4379.Click photographs - Photos may exist for this station.
 DL4379
 DL4379.The dynamic height is computed by dividing the NAVD 88
 DL4379.geopotential number by the normal gravity value computed on the
 DL4379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4379.degrees latitude (g = 980.6199 gals.).
 DL4379
 DL4379.The modeled gravity was interpolated from observed gravity values.
 DL4379
 DL4379;                    North         East    Units  Estimated Accuracy
 DL4379;SPC WI C     -   180,697.4     513,258.1     MT  (+/- 3 meters HH1 GPS) 
 DL4379
 DL4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4785935137(NAD 83)
 DL4379
 DL4379                          SUPERSEDED SURVEY CONTROL
 DL4379
 DL4379.No superseded survey control is available for this station.
 DL4379
 DL4379_MARKER: DD = SURVEY DISK
 DL4379_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4379_SP_SET: BRIDGE PARAPET WALL
 DL4379_STAMPING: 6D55 2008
 DL4379_MARK LOGO: WIDT
 DL4379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4379+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 DL4379
 DL4379  HISTORY     - Date     Condition        Report By
 DL4379  HISTORY     - 2008     MONUMENTED       WIDT
 DL4379  HISTORY     - 20080822 GOOD             WIDT
 DL4379
 DL4379                          STATION DESCRIPTION
 DL4379
 DL4379'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4379'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-NORTHEAST OF
 DL4379'THORNAPPLE, 6.0 MI (9.7 KM) WEST-SOUTHWEST OF TONY AND 0.7 MI (1.1 KM)
 DL4379'SOUTH-SOUTHWEST OF LADYSMITH.
 DL4379'
 DL4379'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (WEST LAKE
 DL4379'AVENUE) WITH STATE HIGHWAY 27 (WEST NINTH STREET NORTH) IN THE CITY OF
 DL4379'LADYSMITH, GO SOUTH ON STATE HIGHWAY 27 FOR 0.8 MI (1.3 KM) TO A
 DL4379'BRIDGE OVER THE FLAMBEAU RIVER AND THE STATION ON THE LEFT.
 DL4379'
 DL4379'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4379'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST
 DL4379'PARAPET WALL OF THE NORTH ABUTMENT OF BRIDGE NUMBER B-54-50-88, 5.6 M
 DL4379'(18.4 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 27, 5.0 M (16.4 FT)
 DL4379'NORTH OF AN EXPANSION JOINT IN THE PARAPET WALL, 2.7 M (8.9 FT) SOUTH
 DL4379'OF A WHITE PLASTIC WITNESS POST, 1.8 M (5.9 FT) WEST OF A 4 FT (1.2 M)
 DL4379'CYCLONE FENCE.
 DL4379'
 DL4379'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4379'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4376 ***********************************************************************
 DL4376  DESIGNATION -  6E01
 DL4376  PID         -  DL4376
 DL4376  STATE/COUNTY-  WI/CHIPPEWA
 DL4376  COUNTRY     -  US
 DL4376  USGS QUAD   -  RUBY (2018)
 DL4376
 DL4376                         *CURRENT SURVEY CONTROL
 DL4376  ______________________________________________________________________
 DL4376* NAD 83(1986) POSITION- 45 09 45.76   (N) 090 57 05.84   (W)   HD_HELD1
 DL4376* NAVD 88 ORTHO HEIGHT -   342.135 (meters)     1122.49  (feet) ADJUSTED
 DL4376  ______________________________________________________________________
 DL4376  GEOID HEIGHT    -        -30.778 (meters)                     GEOID18
 DL4376  DYNAMIC HEIGHT  -        342.111 (meters)     1122.41  (feet) COMP
 DL4376  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 DL4376
 DL4376  VERT ORDER      -  SECOND    CLASS I
 DL4376
 DL4376.The horizontal coordinates were determined by differentially corrected
 DL4376.hand held GPS observations or other comparable positioning techniques
 DL4376.and have an estimated accuracy of +/- 3 meters.
 DL4376
 DL4376.The orthometric height was determined by differential leveling and
 DL4376.adjusted by the WI DEPT OF TRANSP
 DL4376.in May 2012.
 DL4376
 DL4376.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4376.GEOID18 height accuracy estimate available here.
 DL4376
 DL4376.Click photographs - Photos may exist for this station.
 DL4376
 DL4376.The dynamic height is computed by dividing the NAVD 88
 DL4376.geopotential number by the normal gravity value computed on the
 DL4376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4376.degrees latitude (g = 980.6199 gals.).
 DL4376
 DL4376.The modeled gravity was interpolated from observed gravity values.
 DL4376
 DL4376;                    North         East    Units  Estimated Accuracy
 DL4376;SPC WI C     -   148,159.2     525,185.5     MT  (+/- 3 meters HH1 GPS) 
 DL4376
 DL4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6098503066(NAD 83)
 DL4376
 DL4376                          SUPERSEDED SURVEY CONTROL
 DL4376
 DL4376.No superseded survey control is available for this station.
 DL4376
 DL4376_MARKER: DD = SURVEY DISK
 DL4376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4376_STAMPING: 6E01 2006
 DL4376_MARK LOGO: WIDT
 DL4376_PROJECTION: FLUSH
 DL4376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4376+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2008
 DL4376
 DL4376  HISTORY     - Date     Condition        Report By
 DL4376  HISTORY     - 2005     MONUMENTED       WIDT
 DL4376  HISTORY     - 20080715 GOOD             WIDT
 DL4376
 DL4376                          STATION DESCRIPTION
 DL4376
 DL4376'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4376'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF GILMAN, 3.3 MI
 DL4376'(5.3 KM) NORTH-NORTHEAST OF HURON AND 2.0 MI (3.2 KM) EAST-SOUTHEAST
 DL4376'OF RUBY.
 DL4376'
 DL4376'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DL4376'HIGHWAY G APPROXIMATELY 8 MI (12.9 KM) EAST OF THE CITY OF CORNELL, GO
 DL4376'EAST ON STATE HIGHWAY 64 FOR 1.0 MI (1.6 KM) TO 350TH STREET.
 DL4376'CONTINUE EAST ON STATE HIGHWAY 64 FOR 0.75 MI (1.2 KM) TO THE STATION
 DL4376'ON THE LEFT.
 DL4376'
 DL4376'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4376'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4376'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4376'GROUND AND APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 DL4376'PAVEMENT, 15.7 M (51.5 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DL4376'64, 44.9 M (147.3 FT) EAST OF THE CENTERLINE OF PRIVATE ENTRANCE
 DL4376'NUMBER 35720, 35.5 M (116.5 FT) EAST OF A POWER POLE WITH ONE GUY WIRE
 DL4376'AND WIRES CROSSING OVER THE HIGHWAY, 5.5 M (18.0 FT) EAST OF THE
 DL4376'EXTENDED CENTERLINE OF THE EASTERN PRIVATE ENTRANCE TO 35757, 4.8 M
 DL4376'(15.7 FT) SOUTHEAST OF THE TOP CENTER OF TELEPHONE PEDESTAL NUMBER D12
 DL4376'6 WITH AN ORANGE SIGN ATTACHED AND 1.0 M (3.3 FT) NORTH, 1.0 M (3.3
 DL4376'FT) SOUTHEAST AND 1.0 M (3.3 FT) SOUTHWEST OF THREE WHITE PLASTIC
 DL4376'WITNESS POSTS.
 DL4376'
 DL4376'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DL4376'QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4377 ***********************************************************************
 DL4377  DESIGNATION -  6E02
 DL4377  PID         -  DL4377
 DL4377  STATE/COUNTY-  WI/CHIPPEWA
 DL4377  COUNTRY     -  US
 DL4377  USGS QUAD   -  RUBY (2018)
 DL4377
 DL4377                         *CURRENT SURVEY CONTROL
 DL4377  ______________________________________________________________________
 DL4377* NAD 83(1986) POSITION- 45 09 44.78   (N) 090 55 51.86   (W)   HD_HELD1
 DL4377* NAVD 88 ORTHO HEIGHT -   342.478 (meters)     1123.61  (feet) ADJUSTED
 DL4377  ______________________________________________________________________
 DL4377  GEOID HEIGHT    -        -30.795 (meters)                     GEOID18
 DL4377  DYNAMIC HEIGHT  -        342.454 (meters)     1123.53  (feet) COMP
 DL4377  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 DL4377
 DL4377  VERT ORDER      -  SECOND    CLASS I
 DL4377
 DL4377.The horizontal coordinates were determined by differentially corrected
 DL4377.hand held GPS observations or other comparable positioning techniques
 DL4377.and have an estimated accuracy of +/- 3 meters.
 DL4377
 DL4377.The orthometric height was determined by differential leveling and
 DL4377.adjusted by the WI DEPT OF TRANSP
 DL4377.in May 2012.
 DL4377
 DL4377.No vertical observational check was made to the station.
 DL4377
 DL4377.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4377.GEOID18 height accuracy estimate available here.
 DL4377
 DL4377.Click photographs - Photos may exist for this station.
 DL4377
 DL4377.The dynamic height is computed by dividing the NAVD 88
 DL4377.geopotential number by the normal gravity value computed on the
 DL4377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4377.degrees latitude (g = 980.6199 gals.).
 DL4377
 DL4377.The modeled gravity was interpolated from observed gravity values.
 DL4377
 DL4377;                    North         East    Units  Estimated Accuracy
 DL4377;SPC WI C     -   148,110.2     526,800.7     MT  (+/- 3 meters HH1 GPS) 
 DL4377
 DL4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6260103077(NAD 83)
 DL4377
 DL4377                          SUPERSEDED SURVEY CONTROL
 DL4377
 DL4377.No superseded survey control is available for this station.
 DL4377
 DL4377_MARKER: DD = SURVEY DISK
 DL4377_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL4377_SP_SET: BOX CULVERT WING WALL
 DL4377_STAMPING: 6E02 2006
 DL4377_MARK LOGO: WIDT
 DL4377_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4377+STABILITY: SURFACE MOTION
 DL4377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4377+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2008
 DL4377
 DL4377  HISTORY     - Date     Condition        Report By
 DL4377  HISTORY     - 2005     MONUMENTED       WIDT
 DL4377  HISTORY     - 20080715 GOOD             WIDT
 DL4377  HISTORY     - 20080829 GOOD             WIDT
 DL4377
 DL4377                          STATION DESCRIPTION
 DL4377
 DL4377'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4377'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF GILMAN, 3.9 MI
 DL4377'(6.3 KM) NORTHEAST OF HURON AND 3.0 MI (4.8 KM) EAST-SOUTHEAST OF
 DL4377'RUBY.
 DL4377'
 DL4377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DL4377'HIGHWAY G APPROXIMATELY 8 MI (12.9 KM) EAST OF THE CITY OF CORNELL, GO
 DL4377'EAST ON STATE HIGHWAY 64 FOR 1.0 MI (1.6 KM) TO 350TH STREET.
 DL4377'CONTINUE EAST ON STATE HIGHWAY 64 FOR 1.8 MI (2.9 KM) TO BOX CULVERT
 DL4377'NUMBER B-9-205-99 AND THE STATION ON THE RIGHT.
 DL4377'
 DL4377'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4377'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4377'THE NORTH END OF THE SOUTHWEST CULVERT WING WALL APPROXIMATELY 1 M
 DL4377'(3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT, 12.0 M (39.4 FT) SOUTH OF
 DL4377'THE CENTERLINE OF STATE HIGHWAY 64, 0.25 MI (0.4 KM) WEST OF 370TH
 DL4377'STREET, COUNTY HIGHWAY H AND THE CHIPPEWA-TAYLOR COUNTY LINE, 94.0 M
 DL4377'(308.4 FT) WEST OF A JUNCTION COUNTY H SIGN POST, 34.4 M (112.9 FT)
 DL4377'EAST OF A NO PASSING ZONE SIGN POST AND 1.0 M (3.3 FT) NORTH-NORTHEAST
 DL4377'OF A WHITE PLASTIC WITNESS POST.
 DL4377'
 DL4377'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 DL4377'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DL4377
 DL4377                          STATION RECOVERY (2008)
 DL4377
 DL4377'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DL4377'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8362 ***********************************************************************
 DM8362  DESIGNATION -  6E03
 DM8362  PID         -  DM8362
 DM8362  STATE/COUNTY-  WI/TAYLOR
 DM8362  COUNTRY     -  US
 DM8362  USGS QUAD   -  RUBY (2018)
 DM8362
 DM8362                         *CURRENT SURVEY CONTROL
 DM8362  ______________________________________________________________________
 DM8362* NAD 83(1986) POSITION- 45 09 46.21   (N) 090 52 52.65   (W)   HD_HELD1
 DM8362* NAVD 88 ORTHO HEIGHT -   367.283 (meters)     1204.99  (feet) ADJUSTED
 DM8362  ______________________________________________________________________
 DM8362  GEOID HEIGHT    -        -30.831 (meters)                     GEOID18
 DM8362  DYNAMIC HEIGHT  -        367.257 (meters)     1204.91  (feet) COMP
 DM8362  MODELED GRAVITY -    980,534.2   (mgal)                       NAVD 88
 DM8362
 DM8362  VERT ORDER      -  SECOND    CLASS I
 DM8362
 DM8362.The horizontal coordinates were determined by differentially corrected
 DM8362.hand held GPS observations or other comparable positioning techniques
 DM8362.and have an estimated accuracy of +/- 3 meters.
 DM8362
 DM8362.The orthometric height was determined by differential leveling and
 DM8362.adjusted by the WI DEPT OF TRANSP
 DM8362.in May 2012.
 DM8362
 DM8362.No vertical observational check was made to the station.
 DM8362
 DM8362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8362.GEOID18 height accuracy estimate available here.
 DM8362
 DM8362.Click photographs - Photos may exist for this station.
 DM8362
 DM8362.The dynamic height is computed by dividing the NAVD 88
 DM8362.geopotential number by the normal gravity value computed on the
 DM8362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8362.degrees latitude (g = 980.6199 gals.).
 DM8362
 DM8362.The modeled gravity was interpolated from observed gravity values.
 DM8362
 DM8362;                    North         East    Units  Estimated Accuracy
 DM8362;SPC WI C     -   148,110.7     530,714.6     MT  (+/- 3 meters HH1 GPS) 
 DM8362
 DM8362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6651203223(NAD 83)
 DM8362
 DM8362                          SUPERSEDED SURVEY CONTROL
 DM8362
 DM8362.No superseded survey control is available for this station.
 DM8362
 DM8362_MARKER: DD = SURVEY DISK
 DM8362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8362_STAMPING: 6E03 2006
 DM8362_MARK LOGO: WIDT
 DM8362_PROJECTION: FLUSH
 DM8362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8362+STABILITY: SURFACE MOTION
 DM8362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8362+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2008
 DM8362
 DM8362  HISTORY     - Date     Condition        Report By
 DM8362  HISTORY     - 2005     MONUMENTED       WIDT
 DM8362  HISTORY     - 20080902 GOOD             WIDT
 DM8362
 DM8362                          STATION DESCRIPTION
 DM8362
 DM8362'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8362'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DM8362'HIGHWAY H NORTH APPROXIMATELY 4.8 MI (7.7 KM) WEST OF THE VILLAGE OF
 DM8362'GILMAN, GO EAST ON STATE HIGHWAY 64 FOR 1.0 MI (1.6 KM) TO INN DRIVE.
 DM8362'CONTINUE EAST ON STATE HIGHWAY 64 FOR 0.16 MI (0.3 KM) TO THE STATION
 DM8362'ON THE LEFT.
 DM8362'
 DM8362'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8362'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8362'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8362'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DM8362'THE STATION IS 11.2 M (36.7 FT) NORTH OF THE CENTERLINE OF STATE
 DM8362'HIGHWAY 64, 0.84 MI (1.4 KM) WEST OF ELDER DRIVE, 113 M (370.7 FT)
 DM8362'WEST OF PRIVATE ENTRANCE NUMBER '16316', 49.7 M (163.1 FT) WEST OF THE
 DM8362'TOP CENTER OF A 60 CM (24 INCH) METAL CULVERT PIPE, 48.3 M (158.5 FT)
 DM8362'EAST OF A LONE PINE TREE, 35.6 M (116.8 FT) EAST OF THE EXTENDED
 DM8362'CENTERLINE OF A FIELD ENTRANCE, 34.0 M (111.5 FT) NORTH-NORTHEAST OF
 DM8362'POWER POLE NUMBER '31 4 21 56' AND IS 1 M (3.3 FT) FROM THREE WHITE
 DM8362'PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8362'
 DM8362'--NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DM8362'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8363 ***********************************************************************
 DM8363  DESIGNATION -  6E04
 DM8363  PID         -  DM8363
 DM8363  STATE/COUNTY-  WI/TAYLOR
 DM8363  COUNTRY     -  US
 DM8363  USGS QUAD   -  GILMAN (2018)
 DM8363
 DM8363                         *CURRENT SURVEY CONTROL
 DM8363  ______________________________________________________________________
 DM8363* NAD 83(1986) POSITION- 45 09 46.45   (N) 090 50 36.63   (W)   HD_HELD1
 DM8363* NAVD 88 ORTHO HEIGHT -   378.897 (meters)     1243.10  (feet) ADJUSTED
 DM8363  ______________________________________________________________________
 DM8363  GEOID HEIGHT    -        -30.863 (meters)                     GEOID18
 DM8363  DYNAMIC HEIGHT  -        378.870 (meters)     1243.01  (feet) COMP
 DM8363  MODELED GRAVITY -    980,533.4   (mgal)                       NAVD 88
 DM8363
 DM8363  VERT ORDER      -  SECOND    CLASS I
 DM8363
 DM8363.The horizontal coordinates were determined by differentially corrected
 DM8363.hand held GPS observations or other comparable positioning techniques
 DM8363.and have an estimated accuracy of +/- 3 meters.
 DM8363
 DM8363.The orthometric height was determined by differential leveling and
 DM8363.adjusted by the WI DEPT OF TRANSP
 DM8363.in May 2012.
 DM8363
 DM8363.No vertical observational check was made to the station.
 DM8363
 DM8363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8363.GEOID18 height accuracy estimate available here.
 DM8363
 DM8363.Click photographs - Photos may exist for this station.
 DM8363
 DM8363.The dynamic height is computed by dividing the NAVD 88
 DM8363.geopotential number by the normal gravity value computed on the
 DM8363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8363.degrees latitude (g = 980.6199 gals.).
 DM8363
 DM8363.The modeled gravity was interpolated from observed gravity values.
 DM8363
 DM8363;                    North         East    Units  Estimated Accuracy
 DM8363;SPC WI C     -   148,086.5     533,685.1     MT  (+/- 3 meters HH1 GPS) 
 DM8363
 DM8363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6948203309(NAD 83)
 DM8363
 DM8363                          SUPERSEDED SURVEY CONTROL
 DM8363
 DM8363.No superseded survey control is available for this station.
 DM8363
 DM8363_MARKER: DD = SURVEY DISK
 DM8363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8363_STAMPING: 6E04 2006
 DM8363_MARK LOGO: WIDT
 DM8363_PROJECTION: FLUSH
 DM8363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8363+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2008
 DM8363
 DM8363  HISTORY     - Date     Condition        Report By
 DM8363  HISTORY     - 2005     MONUMENTED       WIDT
 DM8363  HISTORY     - 20080902 GOOD             WIDT
 DM8363
 DM8363                          STATION DESCRIPTION
 DM8363
 DM8363'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8363'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WEST WITH
 DM8363'STATE HIGHWAY 73 APPROXIMATELY 1 MI (1.6 KM) EAST OF THE VILLAGE OF
 DM8363'GILMAN, GO WEST ON STATE HIGHWAY 64 FOR 1.2 MI (1.9 KM) TO COUNTY
 DM8363'HIGHWAY B SOUTH AND FIFTH AVENUE.  CONTINUE WEST ON STATE HIGHWAY 64
 DM8363'(MAIN STREET) FOR 1.85 MI (3.0 KM) TO EDDY LANE AND THE STATION IN THE
 DM8363'NORTHEAST QUADRANT ON THE RIGHT.
 DM8363'
 DM8363'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8363'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8363'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8363'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DM8363'PAVEMENT.
 DM8363'
 DM8363'THE STATION IS 16.3 M (53.5 FT) NORTH OF THE CENTERLINE OF STATE
 DM8363'HIGHWAY 64, 19.6 M (64.3 FT) EAST OF THE CENTERLINE OF EDDY LANE, 19.7
 DM8363'M (64.6 FT) WEST-SOUTHWEST OF THE TOP CENTER OF TELEPHONE PEDESTAL
 DM8363'NUMBER 'D 20', 9.7 M (31.8 FT) EAST-SOUTHEAST OF A METAL
 DM8363''RIGHT-OF-WAY' POST, 9.5 M (31.2 FT) SOUTHEAST OF POWER POLE NUMBER
 DM8363''31414 50' WITH ONE GUY WIRE AND WIRE OVER THE INTERSECTION, 2.6 M
 DM8363'(8.5 FT) SOUTH OF A BARBED WIRE FENCE AND IS 1 M (3.3 FT) FROM THREE
 DM8363'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8363'
 DM8363'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8363'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8364 ***********************************************************************
 DM8364  DESIGNATION -  6E05
 DM8364  PID         -  DM8364
 DM8364  STATE/COUNTY-  WI/TAYLOR
 DM8364  COUNTRY     -  US
 DM8364  USGS QUAD   -  GILMAN (2018)
 DM8364
 DM8364                         *CURRENT SURVEY CONTROL
 DM8364  ______________________________________________________________________
 DM8364* NAD 83(1986) POSITION- 45 09 58.16   (N) 090 48 54.02   (W)   HD_HELD1
 DM8364* NAVD 88 ORTHO HEIGHT -   370.388 (meters)     1215.18  (feet) ADJUSTED
 DM8364  ______________________________________________________________________
 DM8364  GEOID HEIGHT    -        -30.881 (meters)                     GEOID18
 DM8364  DYNAMIC HEIGHT  -        370.361 (meters)     1215.09  (feet) COMP
 DM8364  MODELED GRAVITY -    980,534.1   (mgal)                       NAVD 88
 DM8364
 DM8364  VERT ORDER      -  SECOND    CLASS I
 DM8364
 DM8364.The horizontal coordinates were determined by differentially corrected
 DM8364.hand held GPS observations or other comparable positioning techniques
 DM8364.and have an estimated accuracy of +/- 3 meters.
 DM8364
 DM8364.The orthometric height was determined by differential leveling and
 DM8364.adjusted by the WI DEPT OF TRANSP
 DM8364.in May 2012.
 DM8364
 DM8364.No vertical observational check was made to the station.
 DM8364
 DM8364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8364.GEOID18 height accuracy estimate available here.
 DM8364
 DM8364.Click photographs - Photos may exist for this station.
 DM8364
 DM8364.The dynamic height is computed by dividing the NAVD 88
 DM8364.geopotential number by the normal gravity value computed on the
 DM8364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8364.degrees latitude (g = 980.6199 gals.).
 DM8364
 DM8364.The modeled gravity was interpolated from observed gravity values.
 DM8364
 DM8364;                    North         East    Units  Estimated Accuracy
 DM8364;SPC WI C     -   148,425.1     535,929.4     MT  (+/- 3 meters HH1 GPS) 
 DM8364
 DM8364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7171203730(NAD 83)
 DM8364
 DM8364                          SUPERSEDED SURVEY CONTROL
 DM8364
 DM8364.No superseded survey control is available for this station.
 DM8364
 DM8364_MARKER: DD = SURVEY DISK
 DM8364_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8364_SP_SET: BRIDGE WING WALL
 DM8364_STAMPING: 6E05 2006
 DM8364_MARK LOGO: WIDT
 DM8364_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8364+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2008
 DM8364
 DM8364  HISTORY     - Date     Condition        Report By
 DM8364  HISTORY     - 2006     MONUMENTED       WIDT
 DM8364  HISTORY     - 20080903 GOOD             WIDT
 DM8364
 DM8364                          STATION DESCRIPTION
 DM8364
 DM8364'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8364'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WEST WITH
 DM8364'STATE HIGHWAY 73 APPROXIMATELY 1 MI (1.6 KM) EAST OF THE VILLAGE OF
 DM8364'GILMAN, GO WEST ON STATE HIGHWAY 64 FOR 1.2 MI (1.9 KM) TO COUNTY
 DM8364'HIGHWAY B SOUTH AND FIFTH AVENUE.  CONTINUE WEST ON STATE HIGHWAY 64
 DM8364'(MAIN STREET) FOR 0.3 MI (0.5 KM) TO RAILROAD AVENUE.  CONTINUE WEST
 DM8364'ON STATE HIGHWAY 64 (MAIN STREET) FOR 133 M (436.4 FT) TO BRIDGE
 DM8364'NUMBER 'B-60-51-91' AND THE STATION ON THE RIGHT.
 DM8364'
 DM8364'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8364'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8364'THE SOUTH END OF THE NORTHWEST WING WALL APPROXIMATELY 2 M (6.6 FT)
 DM8364'LOWER THAN THE HIGHWAY PAVEMENT.
 DM8364'
 DM8364'THE STATION IS 12.4 M (40.7 FT) NORTH OF THE CENTERLINE OF STATE
 DM8364'HIGHWAY 64, 66.5 M (218.2 FT) WEST OF THE WEST RAIL OF A RAILROAD
 DM8364'TRACK, 64 M (210.0 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF GILMAN
 DM8364'STREET, 10.5 M (34.4 FT) NORTHEAST OF A 'SPEED LIMIT 35' WOODEN SIGN
 DM8364'POST, 6.7 M (22.0 FT) NORTH OF A METAL GUARD RAIL AND 0.6 M (2.0 FT)
 DM8364'EAST OF A WHITE PLASTIC WITNESS POST.
 DM8364'
 DM8364'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST AND
 DM8364'SOUTH QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8365 ***********************************************************************
 DM8365  DESIGNATION -  6E06
 DM8365  PID         -  DM8365
 DM8365  STATE/COUNTY-  WI/TAYLOR
 DM8365  COUNTRY     -  US
 DM8365  USGS QUAD   -  GILMAN (2018)
 DM8365
 DM8365                         *CURRENT SURVEY CONTROL
 DM8365  ______________________________________________________________________
 DM8365* NAD 83(1986) POSITION- 45 08 27.98   (N) 090 48 15.14   (W)   HD_HELD1
 DM8365* NAVD 88 ORTHO HEIGHT -   371.576 (meters)     1219.08  (feet) ADJUSTED
 DM8365  ______________________________________________________________________
 DM8365  GEOID HEIGHT    -        -30.976 (meters)                     GEOID18
 DM8365  DYNAMIC HEIGHT  -        371.548 (meters)     1218.99  (feet) COMP
 DM8365  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 DM8365
 DM8365  VERT ORDER      -  SECOND    CLASS I
 DM8365
 DM8365.The horizontal coordinates were determined by differentially corrected
 DM8365.hand held GPS observations or other comparable positioning techniques
 DM8365.and have an estimated accuracy of +/- 3 meters.
 DM8365
 DM8365.The orthometric height was determined by differential leveling and
 DM8365.adjusted by the WI DEPT OF TRANSP
 DM8365.in May 2012.
 DM8365
 DM8365.No vertical observational check was made to the station.
 DM8365
 DM8365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8365.GEOID18 height accuracy estimate available here.
 DM8365
 DM8365.Click photographs - Photos may exist for this station.
 DM8365
 DM8365.The dynamic height is computed by dividing the NAVD 88
 DM8365.geopotential number by the normal gravity value computed on the
 DM8365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8365.degrees latitude (g = 980.6199 gals.).
 DM8365
 DM8365.The modeled gravity was interpolated from observed gravity values.
 DM8365
 DM8365;                    North         East    Units  Estimated Accuracy
 DM8365;SPC WI C     -   145,633.0     536,750.9     MT  (+/- 3 meters HH1 GPS) 
 DM8365
 DM8365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7263600971(NAD 83)
 DM8365
 DM8365                          SUPERSEDED SURVEY CONTROL
 DM8365
 DM8365.No superseded survey control is available for this station.
 DM8365
 DM8365_MARKER: DD = SURVEY DISK
 DM8365_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8365_SP_SET: BRIDGE WING WALL
 DM8365_STAMPING: 6E06 2006
 DM8365_MARK LOGO: WIDT
 DM8365_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8365+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2008
 DM8365
 DM8365  HISTORY     - Date     Condition        Report By
 DM8365  HISTORY     - 2006     MONUMENTED       WIDT
 DM8365  HISTORY     - 20080903 GOOD             WIDT
 DM8365
 DM8365                          STATION DESCRIPTION
 DM8365
 DM8365'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8365'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 EAST WITH
 DM8365'STATE HIGHWAY 73 APPROXIMATELY 4.1 MI (6.6 KM) NORTHWEST OF THE
 DM8365'VILLAGE OF LUBLIN, GO NORTH ON STATE HIGHWAY 64 AND STATE HIGHWAY 73
 DM8365'FOR 1.5 MI (2.4 KM) TO POLLEY LANE.  TURN LEFT AND GO WEST ON POLLEY
 DM8365'LANE FOR 0.9 MI (1.4 KM) TO HIPKE ROAD LEFT.  CONTINUE WEST ON POLLEY
 DM8365'LANE FOR 0.18 MI (0.3 KM) TO BRIDGE NUMBER 'B-60-28-81' OVER HAY CREEK
 DM8365'AND THE STATION ON THE RIGHT.
 DM8365'
 DM8365'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8365'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8365'THE SOUTH END OF THE NORTHEAST WING WALL AND LEVEL WITH THE ROAD
 DM8365'PAVEMENT.
 DM8365'
 DM8365'THE STATION IS 5.1 M (16.7 FT) NORTH OF THE CENTERLINE OF POLLEY LANE,
 DM8365'0.12 MI (0.2 KM) EAST OF COUNTY HIGHWAY B AND 0.4 M (1.3 FT) WEST OF A
 DM8365'WHITE PLASTIC WITNESS POST.
 DM8365'
 DM8365'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH
 DM8365'EXTENDING TO 40 DEGREES AND TREES TO THE SOUTHWEST EXTENDING TO 20
 DM8365'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8367 ***********************************************************************
 DM8367  DESIGNATION -  6E46
 DM8367  PID         -  DM8367
 DM8367  STATE/COUNTY-  WI/TAYLOR
 DM8367  COUNTRY     -  US
 DM8367  USGS QUAD   -  LUBLIN (2018)
 DM8367
 DM8367                         *CURRENT SURVEY CONTROL
 DM8367  ______________________________________________________________________
 DM8367* NAD 83(1986) POSITION- 45 07 08.97   (N) 090 41 58.25   (W)   HD_HELD1
 DM8367* NAVD 88 ORTHO HEIGHT -   410.658 (meters)     1347.30  (feet) ADJUSTED
 DM8367  ______________________________________________________________________
 DM8367  GEOID HEIGHT    -        -31.140 (meters)                     GEOID18
 DM8367  DYNAMIC HEIGHT  -        410.624 (meters)     1347.19  (feet) COMP
 DM8367  MODELED GRAVITY -    980,522.6   (mgal)                       NAVD 88
 DM8367
 DM8367  VERT ORDER      -  SECOND    CLASS I
 DM8367
 DM8367.The horizontal coordinates were determined by differentially corrected
 DM8367.hand held GPS observations or other comparable positioning techniques
 DM8367.and have an estimated accuracy of +/- 3 meters.
 DM8367
 DM8367.The orthometric height was determined by differential leveling and
 DM8367.adjusted by the WI DEPT OF TRANSP
 DM8367.in May 2012.
 DM8367
 DM8367.No vertical observational check was made to the station.
 DM8367
 DM8367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8367.GEOID18 height accuracy estimate available here.
 DM8367
 DM8367.Click photographs - Photos may exist for this station.
 DM8367
 DM8367.The dynamic height is computed by dividing the NAVD 88
 DM8367.geopotential number by the normal gravity value computed on the
 DM8367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8367.degrees latitude (g = 980.6199 gals.).
 DM8367
 DM8367.The modeled gravity was interpolated from observed gravity values.
 DM8367
 DM8367;                    North         East    Units  Estimated Accuracy
 DM8367;SPC WI C     -   143,117.9     544,963.4     MT  (+/- 3 meters HH1 GPS) 
 DM8367
 DM8367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8093798762(NAD 83)
 DM8367
 DM8367                          SUPERSEDED SURVEY CONTROL
 DM8367
 DM8367.No superseded survey control is available for this station.
 DM8367
 DM8367_MARKER: DD = SURVEY DISK
 DM8367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8367_STAMPING: 6E46 2006
 DM8367_MARK LOGO: WIDT
 DM8367_PROJECTION: FLUSH
 DM8367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8367+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2008
 DM8367
 DM8367  HISTORY     - Date     Condition        Report By
 DM8367  HISTORY     - 2005     MONUMENTED       WIDT
 DM8367  HISTORY     - 20080909 GOOD             WIDT
 DM8367
 DM8367                          STATION DESCRIPTION
 DM8367
 DM8367'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8367'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DM8367'HIGHWAY T APPROXIMATELY 5 MI (8.0 KM) NORTHEAST OF THE VILLAGE OF
 DM8367'LUBLIN, GO WEST ON STATE HIGHWAY 64 FOR 3.0 MI (4.8 KM) TO COUNTY
 DM8367'HIGHWAY F.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 64 M (210.0 FT) TO
 DM8367'THE STATION ON THE RIGHT.
 DM8367'
 DM8367'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8367'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8367'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8367'GROUND AND APPROXIMATELY 1.2 M (3.9 FT) LOWER THAN THE HIGHWAY
 DM8367'PAVEMENT.
 DM8367'
 DM8367'THE STATION IS 13.7 M (44.9 FT) NORTH OF THE CENTERLINE OF STATE
 DM8367'HIGHWAY 64, 1.95 MI (3.1 KM) EAST OF EIGHTH AVENUE, 64.1 M (210.3 FT)
 DM8367'WEST OF THE EXTENDED CENTERLINE OF COUNTY HIGHWAY F, 61.4 M (201.4 FT)
 DM8367'WEST OF THE CENTERLINE OF PRIVATE ENTRANCE NUMBER 'W12756', 56.2 M
 DM8367'(184.4 FT) EAST-NORTHEAST OF A 'DEER CROSSING NEXT 4 MI (6.4 KM)
 DM8367'WOODEN SIGN POST, 34.2 M (112.2 FT) WEST OF TELEPHONE PEDESTAL NUMBER
 DM8367''360050', 31.3 M (102.7 FT) WEST OF AN ORANGE 'WARNING BURIED CABLE'
 DM8367'METAL SIGN POST, 31.0 M (101.7 FT) WEST-NORTHWEST OF A 'WEST 64'
 DM8367'WOODEN SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DM8367'SURROUNDING THE STATION.
 DM8367'
 DM8367'NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DM8367'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8368 ***********************************************************************
 DM8368  DESIGNATION -  6E47
 DM8368  PID         -  DM8368
 DM8368  STATE/COUNTY-  WI/TAYLOR
 DM8368  COUNTRY     -  US
 DM8368  USGS QUAD   -  LUBLIN (2018)
 DM8368
 DM8368                         *CURRENT SURVEY CONTROL
 DM8368  ______________________________________________________________________
 DM8368* NAD 83(1986) POSITION- 45 07 07.82   (N) 090 38 52.23   (W)   HD_HELD1
 DM8368* NAVD 88 ORTHO HEIGHT -   401.050 (meters)     1315.78  (feet) ADJUSTED
 DM8368  ______________________________________________________________________
 DM8368  GEOID HEIGHT    -        -31.200 (meters)                     GEOID18
 DM8368  DYNAMIC HEIGHT  -        401.019 (meters)     1315.68  (feet) COMP
 DM8368  MODELED GRAVITY -    980,527.0   (mgal)                       NAVD 88
 DM8368
 DM8368  VERT ORDER      -  SECOND    CLASS I
 DM8368
 DM8368.The horizontal coordinates were determined by differentially corrected
 DM8368.hand held GPS observations or other comparable positioning techniques
 DM8368.and have an estimated accuracy of +/- 3 meters.
 DM8368
 DM8368.The orthometric height was determined by differential leveling and
 DM8368.adjusted by the WI DEPT OF TRANSP
 DM8368.in May 2012.
 DM8368
 DM8368.No vertical observational check was made to the station.
 DM8368
 DM8368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8368.GEOID18 height accuracy estimate available here.
 DM8368
 DM8368.Click photographs - Photos may exist for this station.
 DM8368
 DM8368.The dynamic height is computed by dividing the NAVD 88
 DM8368.geopotential number by the normal gravity value computed on the
 DM8368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8368.degrees latitude (g = 980.6199 gals.).
 DM8368
 DM8368.The modeled gravity was interpolated from observed gravity values.
 DM8368
 DM8368;                    North         East    Units  Estimated Accuracy
 DM8368;SPC WI C     -   143,048.6     549,028.5     MT  (+/- 3 meters HH1 GPS) 
 DM8368
 DM8368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8500298843(NAD 83)
 DM8368
 DM8368                          SUPERSEDED SURVEY CONTROL
 DM8368
 DM8368.No superseded survey control is available for this station.
 DM8368
 DM8368_MARKER: DD = SURVEY DISK
 DM8368_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8368_SP_SET: BRIDGE ABUTMENT
 DM8368_STAMPING: 6E47 2006
 DM8368_MARK LOGO: WIDT
 DM8368_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8368+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2008
 DM8368
 DM8368  HISTORY     - Date     Condition        Report By
 DM8368  HISTORY     - 2006     MONUMENTED       WIDT
 DM8368  HISTORY     - 20080909 GOOD             WIDT
 DM8368
 DM8368                          STATION DESCRIPTION
 DM8368
 DM8368'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8368'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DM8368'HIGHWAY T APPROXIMATELY 5 MI (8.0 KM) NORTHEAST OF THE VILLAGE OF
 DM8368'LUBLIN, GO WEST ON STATE HIGHWAY 64 FOR 0.46 MI (0.7 KM) TO BRIDGE
 DM8368'NUMBER B-60-83-03 OVER MCKENZIE CREEK AND THE STATION ON THE LEFT.
 DM8368'
 DM8368'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8368'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8368'THE SOUTH END OF THE WEST BRIDGE ABUTMENT LEVEL WITH THE HIGHWAY
 DM8368'PAVEMENT.
 DM8368'
 DM8368'THE STATION IS 5.7 M (18.7 FT) SOUTH OF THE CENTERLINE OF STATE
 DM8368'HIGHWAY 64, 3.0 M (9.8 FT) WEST OF THE WEST END OF THE BRIDGE DECK,
 DM8368'2.7 M (8.9 FT) WEST OF AN UNSTAMPED WISCONSIN DEPARTMENT OF
 DM8368'TRANSPORTATION VERTICAL CONTROL DISK, 9 CM (4 INCHES) EAST OF THE WEST
 DM8368'SIDE OF THE ABUTMENT AND 1.2 M (3.9 FT) NORTHEAST OF A WHITE PLASTIC
 DM8368'WITNESS POST.
 DM8368'
 DM8368'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8368'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8369 ***********************************************************************
 DM8369  DESIGNATION -  6E48
 DM8369  PID         -  DM8369
 DM8369  STATE/COUNTY-  WI/TAYLOR
 DM8369  COUNTRY     -  US
 DM8369  USGS QUAD   -  LUBLIN SE (2018)
 DM8369
 DM8369                         *CURRENT SURVEY CONTROL
 DM8369  ______________________________________________________________________
 DM8369* NAD 83(1986) POSITION- 45 07 07.04   (N) 090 35 57.91   (W)   HD_HELD1
 DM8369* NAVD 88 ORTHO HEIGHT -   418.161 (meters)     1371.92  (feet) ADJUSTED
 DM8369  ______________________________________________________________________
 DM8369  GEOID HEIGHT    -        -31.270 (meters)                     GEOID18
 DM8369  DYNAMIC HEIGHT  -        418.129 (meters)     1371.81  (feet) COMP
 DM8369  MODELED GRAVITY -    980,528.2   (mgal)                       NAVD 88
 DM8369
 DM8369  VERT ORDER      -  SECOND    CLASS I
 DM8369
 DM8369.The horizontal coordinates were determined by differentially corrected
 DM8369.hand held GPS observations or other comparable positioning techniques
 DM8369.and have an estimated accuracy of +/- 3 meters.
 DM8369
 DM8369.The orthometric height was determined by differential leveling and
 DM8369.adjusted by the WI DEPT OF TRANSP
 DM8369.in May 2012.
 DM8369
 DM8369.No vertical observational check was made to the station.
 DM8369
 DM8369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8369.GEOID18 height accuracy estimate available here.
 DM8369
 DM8369.Click photographs - Photos may exist for this station.
 DM8369
 DM8369.The dynamic height is computed by dividing the NAVD 88
 DM8369.geopotential number by the normal gravity value computed on the
 DM8369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8369.degrees latitude (g = 980.6199 gals.).
 DM8369
 DM8369.The modeled gravity was interpolated from observed gravity values.
 DM8369
 DM8369;                    North         East    Units  Estimated Accuracy
 DM8369;SPC WI C     -   142,995.3     552,838.1     MT  (+/- 3 meters HH1 GPS) 
 DM8369
 DM8369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8881198931(NAD 83)
 DM8369
 DM8369                          SUPERSEDED SURVEY CONTROL
 DM8369
 DM8369.No superseded survey control is available for this station.
 DM8369
 DM8369_MARKER: DD = SURVEY DISK
 DM8369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8369_STAMPING: 6E48 2006
 DM8369_MARK LOGO: WIDT
 DM8369_PROJECTION: FLUSH
 DM8369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8369+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2008
 DM8369
 DM8369  HISTORY     - Date     Condition        Report By
 DM8369  HISTORY     - 2005     MONUMENTED       WIDT
 DM8369  HISTORY     - 20080908 GOOD             WIDT
 DM8369
 DM8369                          STATION DESCRIPTION
 DM8369
 DM8369'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8369'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DM8369'HIGHWAY DD APPROXIMATELY 8.5 MI (13.7 KM) NORTHEAST OF THE VILLAGE OF
 DM8369'LUBLIN, GO WEST ON STATE HIGHWAY 64 FOR 2.0 MI (3.2 KM) TO COYOTE
 DM8369'DRIVE.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 0.07 MI (0.1 KM) TO THE
 DM8369'STATION ON THE LEFT.
 DM8369'
 DM8369'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8369'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8369'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8369'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DM8369'THE STATION IS 21.8 M (71.5 FT) SOUTH OF THE CENTERLINE OF STATE
 DM8369'HIGHWAY 64, 1.90 MI (3.1 KM) EAST OF COUNTY HIGHWAY T, 107 M (351.0
 DM8369'FT) WEST OF THE CENTERLINE OF COYOTE DRIVE, 46.5 M (152.6 FT)
 DM8369'SOUTHEAST OF THE SOUTH END OF A STONE FOUNDATION FOR A 'CHEQUAMEGON
 DM8369'NICOLET NATIONAL FOREST' SIGN, 41.5 M (136.2 FT) SOUTH-SOUTHEAST OF
 DM8369'TELEPHONE PEDESTAL NUMBER '29 3000 6', 3.0 M (9.8 FT) NORTH OF A
 DM8369'BARBED WIRE FENCE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DM8369'SURROUNDING THE STATION.
 DM8369'
 DM8369'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DM8369'QUADRANTS EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8430 ***********************************************************************
 DM8430  DESIGNATION -  6E50
 DM8430  PID         -  DM8430
 DM8430  STATE/COUNTY-  WI/TAYLOR
 DM8430  COUNTRY     -  US
 DM8430  USGS QUAD   -  JUMP RIVER (2018)
 DM8430
 DM8430                         *CURRENT SURVEY CONTROL
 DM8430  ______________________________________________________________________
 DM8430* NAD 83(1986) POSITION- 45 21 21.70   (N) 090 46 48.05   (W)   HD_HELD1
 DM8430* NAVD 88 ORTHO HEIGHT -   362.365 (meters)     1188.86  (feet) ADJUSTED
 DM8430  ______________________________________________________________________
 DM8430  GEOID HEIGHT    -        -30.550 (meters)                     GEOID18
 DM8430  DYNAMIC HEIGHT  -        362.345 (meters)     1188.79  (feet) COMP
 DM8430  MODELED GRAVITY -    980,549.7   (mgal)                       NAVD 88
 DM8430
 DM8430  VERT ORDER      -  SECOND    CLASS I
 DM8430
 DM8430.The horizontal coordinates were determined by differentially corrected
 DM8430.hand held GPS observations or other comparable positioning techniques
 DM8430.and have an estimated accuracy of +/- 3 meters.
 DM8430
 DM8430.The orthometric height was determined by differential leveling and
 DM8430.adjusted by the WI DEPT OF TRANSP
 DM8430.in May 2012.
 DM8430
 DM8430.No vertical observational check was made to the station.
 DM8430
 DM8430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8430.GEOID18 height accuracy estimate available here.
 DM8430
 DM8430.Click photographs - Photos may exist for this station.
 DM8430
 DM8430.The dynamic height is computed by dividing the NAVD 88
 DM8430.geopotential number by the normal gravity value computed on the
 DM8430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8430.degrees latitude (g = 980.6199 gals.).
 DM8430
 DM8430.The modeled gravity was interpolated from observed gravity values.
 DM8430
 DM8430;                    North         East    Units  Estimated Accuracy
 DM8430;SPC WI C     -   169,498.2     538,882.9     MT  (+/- 3 meters HH1 GPS) 
 DM8430
 DM8430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7388124899(NAD 83)
 DM8430
 DM8430                          SUPERSEDED SURVEY CONTROL
 DM8430
 DM8430.No superseded survey control is available for this station.
 DM8430
 DM8430_MARKER: DD = SURVEY DISK
 DM8430_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8430_SP_SET: BRIDGE ABUTMENT
 DM8430_STAMPING: 6E50 2006
 DM8430_MARK LOGO: WIDT
 DM8430_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8430+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 DM8430
 DM8430  HISTORY     - Date     Condition        Report By
 DM8430  HISTORY     - 2006     MONUMENTED       WIDT
 DM8430  HISTORY     - 20090615 GOOD             WIDT
 DM8430
 DM8430                          STATION DESCRIPTION
 DM8430
 DM8430'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8430'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY
 DM8430'HIGHWAY D APPROXIMATELY 0.7 MI (1.1 KM) EAST OF THE COMMUNITY OF JUMP
 DM8430'RIVER, GO NORTHEAST ON COUNTY HIGHWAY D FOR 0.20 MI (0.3 KM) TO A
 DM8430'BRIDGE OVER LEVITT CREEK AND THE STATION ON THE RIGHT.
 DM8430'
 DM8430'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8430'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8430'THE SOUTHEAST END OF THE NORTHEAST BRIDGE ABUTMENT APPROXIMATELY LEVEL
 DM8430'WITH THE HIGHWAY PAVEMENT.
 DM8430'
 DM8430'THE STATION IS 4.8 M (15.7 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DM8430'HIGHWAY D, 23.7 M (77.8 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 DM8430'BEACH DRIVE, 19.6 M (64.3 FT) SOUTHWEST OF THE CENTERLINE OF A PRIVATE
 DM8430'ENTRANCE AND 2.5 M (8.2 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DM8430'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTHEAST
 DM8430'AND NORTHWEST EXTENDING TO 50 DEGREES AND TO THE SOUTHWEST EXTENDING
 DM8430'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8428 ***********************************************************************
 DM8428  DESIGNATION -  6E51
 DM8428  PID         -  DM8428
 DM8428  STATE/COUNTY-  WI/TAYLOR
 DM8428  COUNTRY     -  US
 DM8428  USGS QUAD   -  JUMP RIVER FIRE TOWER SW (2018)
 DM8428
 DM8428                         *CURRENT SURVEY CONTROL
 DM8428  ______________________________________________________________________
 DM8428* NAD 83(1986) POSITION- 45 20 48.48   (N) 090 42 30.93   (W)   HD_HELD1
 DM8428* NAVD 88 ORTHO HEIGHT -   390.767 (meters)     1282.04  (feet) ADJUSTED
 DM8428  ______________________________________________________________________
 DM8428  GEOID HEIGHT    -        -30.619 (meters)                     GEOID18
 DM8428  DYNAMIC HEIGHT  -        390.747 (meters)     1281.98  (feet) COMP
 DM8428  MODELED GRAVITY -    980,551.9   (mgal)                       NAVD 88
 DM8428
 DM8428  VERT ORDER      -  SECOND    CLASS I
 DM8428
 DM8428.The horizontal coordinates were determined by differentially corrected
 DM8428.hand held GPS observations or other comparable positioning techniques
 DM8428.and have an estimated accuracy of +/- 3 meters.
 DM8428
 DM8428.The orthometric height was determined by differential leveling and
 DM8428.adjusted by the WI DEPT OF TRANSP
 DM8428.in May 2012.
 DM8428
 DM8428.No vertical observational check was made to the station.
 DM8428
 DM8428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8428.GEOID18 height accuracy estimate available here.
 DM8428
 DM8428.Click photographs - Photos may exist for this station.
 DM8428
 DM8428.The dynamic height is computed by dividing the NAVD 88
 DM8428.geopotential number by the normal gravity value computed on the
 DM8428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8428.degrees latitude (g = 980.6199 gals.).
 DM8428
 DM8428.The modeled gravity was interpolated from observed gravity values.
 DM8428
 DM8428;                    North         East    Units  Estimated Accuracy
 DM8428;SPC WI C     -   168,421.4     544,470.0     MT  (+/- 3 meters HH1 GPS) 
 DM8428
 DM8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7950424030(NAD 83)
 DM8428
 DM8428                          SUPERSEDED SURVEY CONTROL
 DM8428
 DM8428.No superseded survey control is available for this station.
 DM8428
 DM8428_MARKER: DD = SURVEY DISK
 DM8428_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8428_SP_SET: BRIDGE WING WALL
 DM8428_STAMPING: 6E51 2006
 DM8428_MARK LOGO: WIDT
 DM8428_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8428+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 DM8428
 DM8428  HISTORY     - Date     Condition        Report By
 DM8428  HISTORY     - 2006     MONUMENTED       WIDT
 DM8428  HISTORY     - 20090615 GOOD             WIDT
 DM8428
 DM8428                          STATION DESCRIPTION
 DM8428
 DM8428'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8428'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY
 DM8428'HIGHWAY D APPROXIMATELY 0.7 MI (1.1 KM) EAST OF THE COMMUNITY OF JUMP
 DM8428'RIVER, GO EAST ON COUNTY HIGHWAY D FOR 3.9 MI (6.3 KM) TO SPUR ROAD.
 DM8428'TURN RIGHT AND GO SOUTH ON SPUR ROAD FOR 0.12 MI (0.2 KM) TO BRIDGE
 DM8428'NUMBER 'B-60-39-84' OVER LEVITT CREEK AND THE STATION ON THE LEFT.
 DM8428'
 DM8428'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8428'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8428'THE SOUTHWEST END OF THE NORTHEAST WING WALL APPROXIMATELY LEVEL WITH
 DM8428'THE ROAD PAVEMENT.
 DM8428'
 DM8428'THE STATION IS 4.3 M (14.1 FT) EAST OF THE CENTERLINE OF SPUR ROAD,
 DM8428'68.0 M (223.1 FT) SOUTH OF A 'STOP AHEAD' METAL SIGN POST, 10.0 M
 DM8428'(32.8 FT) NORTH OF AN UNSTAMPED WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8428'DISK IN THE TOP OF THE SOUTHEAST WING WALL AND 2.3 M (7.5 FT) SOUTH OF
 DM8428'A WHITE PLASTIC WITNESS POST.
 DM8428'
 DM8428'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8428'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8422 ***********************************************************************
 DM8422  DESIGNATION -  6E52
 DM8422  PID         -  DM8422
 DM8422  STATE/COUNTY-  WI/TAYLOR
 DM8422  COUNTRY     -  US
 DM8422  USGS QUAD   -  JUMP RIVER FIRE TOWER SW (2018)
 DM8422
 DM8422                         *CURRENT SURVEY CONTROL
 DM8422  ______________________________________________________________________
 DM8422* NAD 83(1986) POSITION- 45 20 57.1    (N) 090 39 24.1    (W)   HD_HELD2
 DM8422* NAVD 88 ORTHO HEIGHT -   406.033 (meters)     1332.13  (feet) ADJUSTED
 DM8422  ______________________________________________________________________
 DM8422  GEOID HEIGHT    -        -30.653 (meters)                     GEOID18
 DM8422  DYNAMIC HEIGHT  -        406.012 (meters)     1332.06  (feet) COMP
 DM8422  MODELED GRAVITY -    980,552.3   (mgal)                       NAVD 88
 DM8422
 DM8422  VERT ORDER      -  SECOND    CLASS I
 DM8422
 DM8422.The horizontal coordinates were established by autonomous hand held GPS
 DM8422.observations and have an estimated accuracy of +/- 10 meters.
 DM8422
 DM8422.The orthometric height was determined by differential leveling and
 DM8422.adjusted by the WI DEPT OF TRANSP
 DM8422.in May 2012.
 DM8422
 DM8422.No vertical observational check was made to the station.
 DM8422
 DM8422.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8422.GEOID18 height accuracy estimate available here.
 DM8422
 DM8422.Click photographs - Photos may exist for this station.
 DM8422
 DM8422.The dynamic height is computed by dividing the NAVD 88
 DM8422.geopotential number by the normal gravity value computed on the
 DM8422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8422.degrees latitude (g = 980.6199 gals.).
 DM8422
 DM8422.The modeled gravity was interpolated from observed gravity values.
 DM8422
 DM8422;                    North         East    Units  Estimated Accuracy
 DM8422;SPC WI C     -   168,653.      548,539.      MT  (+/- 10 meters HH2 GPS)
 DM8422
 DM8422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8356224413(NAD 83)
 DM8422
 DM8422                          SUPERSEDED SURVEY CONTROL
 DM8422
 DM8422.No superseded survey control is available for this station.
 DM8422
 DM8422_MARKER: DD = SURVEY DISK
 DM8422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8422_STAMPING: 6E52 2006
 DM8422_MARK LOGO: WIDT
 DM8422_PROJECTION: FLUSH
 DM8422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8422+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2009
 DM8422
 DM8422  HISTORY     - Date     Condition        Report By
 DM8422  HISTORY     - 2005     MONUMENTED       WIDT
 DM8422  HISTORY     - 20090612 GOOD             WIDT
 DM8422
 DM8422                          STATION DESCRIPTION
 DM8422
 DM8422'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8422'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DM8422'HIGHWAY N APPROXIMATELY 11 MI (17.7 KM) EAST OF THE COMMUNITY OF JUMP
 DM8422'RIVER, GO WEST ON COUNTY HIGHWAY D FOR 1.7 MI (2.7 KM) TO YELLOW RIVER
 DM8422'DRIVE LEFT.  CONTINUE WEST ON COUNTY HIGHWAY D FOR 2.2 MI (3.5 KM) TO
 DM8422'FOREST ROAD 113 LEFT AND THE STATION ON THE RIGHT.
 DM8422'
 DM8422'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8422'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8422'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8422'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE HIGHWAY
 DM8422'PAVEMENT.
 DM8422'
 DM8422'THE STATION IS 11.5 M (37.7 FT) NORTH OF THE CENTERLINE OF COUNTY
 DM8422'HIGHWAY D, 11.6 M (38.1 FT) WEST OF THE EXTENDED CENTERLINE OF FOREST
 DM8422'ROAD 113, 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF FOREST ROAD 1523,
 DM8422'4.6 M (15.1 FT) EAST OF A 'US FOREST SERVICE' WOODEN POST AND IS 1 M
 DM8422'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8422'
 DM8422'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH
 DM8422'EXTENDING TO 90 DEGREES, TREES TO THE SOUTHEAST EXTENDING TO 40
 DM8422'DEGREES AND TREES TO THE SOUTH EXTENDING TO 30 DEGREES ABOVE THE
 DM8422'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8421 ***********************************************************************
 DM8421  DESIGNATION -  6E53
 DM8421  PID         -  DM8421
 DM8421  STATE/COUNTY-  WI/TAYLOR
 DM8421  COUNTRY     -  US
 DM8421  USGS QUAD   -  JUMP RIVER FIRE TOWER (2018)
 DM8421
 DM8421                         *CURRENT SURVEY CONTROL
 DM8421  ______________________________________________________________________
 DM8421* NAD 83(1986) POSITION- 45 20 55.4    (N) 090 37 20.0    (W)   HD_HELD2
 DM8421* NAVD 88 ORTHO HEIGHT -   409.769 (meters)     1344.38  (feet) ADJUSTED
 DM8421  ______________________________________________________________________
 DM8421  GEOID HEIGHT    -        -30.680 (meters)                     GEOID18
 DM8421  DYNAMIC HEIGHT  -        409.747 (meters)     1344.31  (feet) COMP
 DM8421  MODELED GRAVITY -    980,550.4   (mgal)                       NAVD 88
 DM8421
 DM8421  VERT ORDER      -  SECOND    CLASS I
 DM8421
 DM8421.The horizontal coordinates were established by autonomous hand held GPS
 DM8421.observations and have an estimated accuracy of +/- 10 meters.
 DM8421
 DM8421.The orthometric height was determined by differential leveling and
 DM8421.adjusted by the WI DEPT OF TRANSP
 DM8421.in May 2012.
 DM8421
 DM8421.No vertical observational check was made to the station.
 DM8421
 DM8421.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8421.GEOID18 height accuracy estimate available here.
 DM8421
 DM8421.Click photographs - Photos may exist for this station.
 DM8421
 DM8421.The dynamic height is computed by dividing the NAVD 88
 DM8421.geopotential number by the normal gravity value computed on the
 DM8421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8421.degrees latitude (g = 980.6199 gals.).
 DM8421
 DM8421.The modeled gravity was interpolated from observed gravity values.
 DM8421
 DM8421;                    North         East    Units  Estimated Accuracy
 DM8421;SPC WI C     -   168,580.      551,240.      MT  (+/- 10 meters HH2 GPS)
 DM8421
 DM8421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8626424440(NAD 83)
 DM8421
 DM8421                          SUPERSEDED SURVEY CONTROL
 DM8421
 DM8421.No superseded survey control is available for this station.
 DM8421
 DM8421_MARKER: DD = SURVEY DISK
 DM8421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8421_STAMPING: 6E53 2006
 DM8421_MARK LOGO: WIDT
 DM8421_PROJECTION: FLUSH
 DM8421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8421+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2009
 DM8421
 DM8421  HISTORY     - Date     Condition        Report By
 DM8421  HISTORY     - 2005     MONUMENTED       WIDT
 DM8421  HISTORY     - 20090612 GOOD             WIDT
 DM8421
 DM8421                          STATION DESCRIPTION
 DM8421
 DM8421'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8421'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DM8421'HIGHWAY N APPROXIMATELY 11 MI (17.7 KM) EAST OF THE COMMUNITY OF JUMP
 DM8421'RIVER, GO WEST ON COUNTY HIGHWAY D FOR 1.7 MI (2.7 KM) TO YELLOW RIVER
 DM8421'DRIVE LEFT.  CONTINUE WEST ON COUNTY HIGHWAY D FOR 0.51 MI (0.8 KM) TO
 DM8421'THE STATION ON THE RIGHT.
 DM8421'
 DM8421'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8421'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8421'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8421'GROUND AND APPROXIMATELY 0.4 M (1.3 FT) LOWER THAN THE HIGHWAY
 DM8421'PAVEMENT.
 DM8421'
 DM8421'THE STATION IS 9.6 M (31.5 FT) NORTH OF THE CENTERLINE OF COUNTY
 DM8421'HIGHWAY D, 1.66 MI (2.7 KM) EAST OF FOREST ROAD 113, 0.07 MI (0.1 KM)
 DM8421'EAST OF A WOODS ENTRANCE, 101 M (331.4 FT) WEST OF THE CENTERLINE OF
 DM8421'PRIVATE ENTRANCE NUMBER 'W11254', 65.5 M (214.9 FT) WEST-NORTHWEST OF
 DM8421'POWER POLE NUMBER '16-13', 39.3 M (128.9 FT) NORTHEAST OF POWER POLE
 DM8421'NUMBER '16-12' AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DM8421'SURROUNDING THE STATION.
 DM8421'
 DM8421'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DM8421'QUADRANTS EXTENDING TO 90 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DM8421'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8420 ***********************************************************************
 DM8420  DESIGNATION -  6E54
 DM8420  PID         -  DM8420
 DM8420  STATE/COUNTY-  WI/TAYLOR
 DM8420  COUNTRY     -  US
 DM8420  USGS QUAD   -  JUMP RIVER FIRE TOWER (2018)
 DM8420
 DM8420                         *CURRENT SURVEY CONTROL
 DM8420  ______________________________________________________________________
 DM8420* NAD 83(1986) POSITION- 45 20 55.3    (N) 090 35 23.4    (W)   HD_HELD2
 DM8420* NAVD 88 ORTHO HEIGHT -   411.854 (meters)     1351.22  (feet) ADJUSTED
 DM8420  ______________________________________________________________________
 DM8420  GEOID HEIGHT    -        -30.707 (meters)                     GEOID18
 DM8420  DYNAMIC HEIGHT  -        411.831 (meters)     1351.15  (feet) COMP
 DM8420  MODELED GRAVITY -    980,548.3   (mgal)                       NAVD 88
 DM8420
 DM8420  VERT ORDER      -  SECOND    CLASS I
 DM8420
 DM8420.The horizontal coordinates were established by autonomous hand held GPS
 DM8420.observations and have an estimated accuracy of +/- 10 meters.
 DM8420
 DM8420.The orthometric height was determined by differential leveling and
 DM8420.adjusted by the WI DEPT OF TRANSP
 DM8420.in May 2012.
 DM8420
 DM8420.No vertical observational check was made to the station.
 DM8420
 DM8420.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8420.GEOID18 height accuracy estimate available here.
 DM8420
 DM8420.Click photographs - Photos may exist for this station.
 DM8420
 DM8420.The dynamic height is computed by dividing the NAVD 88
 DM8420.geopotential number by the normal gravity value computed on the
 DM8420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8420.degrees latitude (g = 980.6199 gals.).
 DM8420
 DM8420.The modeled gravity was interpolated from observed gravity values.
 DM8420
 DM8420;                    North         East    Units  Estimated Accuracy
 DM8420;SPC WI C     -   168,557.      553,778.      MT  (+/- 10 meters HH2 GPS)
 DM8420
 DM8420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8880124512(NAD 83)
 DM8420
 DM8420                          SUPERSEDED SURVEY CONTROL
 DM8420
 DM8420.No superseded survey control is available for this station.
 DM8420
 DM8420_MARKER: DD = SURVEY DISK
 DM8420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8420_STAMPING: 6E54 2006
 DM8420_MARK LOGO: WIDT
 DM8420_PROJECTION: FLUSH
 DM8420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8420+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 DM8420
 DM8420  HISTORY     - Date     Condition        Report By
 DM8420  HISTORY     - 2005     MONUMENTED       WIDT
 DM8420  HISTORY     - 20090616 GOOD             WIDT
 DM8420
 DM8420                          STATION DESCRIPTION
 DM8420
 DM8420'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8420'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DM8420'HIGHWAY N APPROXIMATELY 11 MI (17.7 KM) EAST OF THE COMMUNITY OF JUMP
 DM8420'RIVER, GO WEST ON COUNTY HIGHWAY D FOR 0.5 MI (0.8 KM) TO SPIELES LANE
 DM8420'(FOREST ROAD 112) LEFT.  CONTINUE WEST ON COUNTY HIGHWAY D FOR 0.18 MI
 DM8420'(0.3 KM) TO THE STATION ON THE LEFT.
 DM8420'
 DM8420'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8420'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8420'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8420'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY
 DM8420'PAVEMENT.
 DM8420'
 DM8420'THE STATION IS 9.6 M (31.5 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DM8420'HIGHWAY D, 1.02 MI (1.6 KM) EAST OF YELLOW RIVER DRIVE (FOREST ROAD
 DM8420'1972), 87.5 M (287.1 FT) WEST-SOUTHWEST OF A 'T-INTERSECTION AHEAD'
 DM8420'SIGN POST, 20.6 M (67.6 FT) SOUTH-SOUTHEAST OF THE TOP CENTER OF
 DM8420'TELEPHONE PEDESTAL NUMBER '1W 150', 20.4 M (66.9 FT) SOUTH-SOUTHEAST
 DM8420'OF POWER POLE NUMBER '74 AND 11-6', 20.3 M (66.6 FT) EAST OF THE
 DM8420'EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER 'W10666', 15.3 M (50.2
 DM8420'FT) EAST OF THE CENTERLINE OF A FIELD ENTRANCE AND IS 1 M (3.3 FT)
 DM8420'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8420'
 DM8420'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DM8420'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8418 ***********************************************************************
 DM8418  DESIGNATION -  6E55
 DM8418  PID         -  DM8418
 DM8418  STATE/COUNTY-  WI/TAYLOR
 DM8418  COUNTRY     -  US
 DM8418  USGS QUAD   -  JUMP RIVER FIRE TOWER (2018)
 DM8418
 DM8418                         *CURRENT SURVEY CONTROL
 DM8418  ______________________________________________________________________
 DM8418* NAD 83(1986) POSITION- 45 20 59.3    (N) 090 31 28.2    (W)   HD_HELD2
 DM8418* NAVD 88 ORTHO HEIGHT -   450.594 (meters)     1478.32  (feet) ADJUSTED
 DM8418  ______________________________________________________________________
 DM8418  GEOID HEIGHT    -        -30.772 (meters)                     GEOID18
 DM8418  DYNAMIC HEIGHT  -        450.568 (meters)     1478.24  (feet) COMP
 DM8418  MODELED GRAVITY -    980,542.9   (mgal)                       NAVD 88
 DM8418
 DM8418  VERT ORDER      -  SECOND    CLASS I
 DM8418
 DM8418.The horizontal coordinates were established by autonomous hand held GPS
 DM8418.observations and have an estimated accuracy of +/- 10 meters.
 DM8418
 DM8418.The orthometric height was determined by differential leveling and
 DM8418.adjusted by the WI DEPT OF TRANSP
 DM8418.in May 2012.
 DM8418
 DM8418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8418.GEOID18 height accuracy estimate available here.
 DM8418
 DM8418.Click photographs - Photos may exist for this station.
 DM8418
 DM8418.The dynamic height is computed by dividing the NAVD 88
 DM8418.geopotential number by the normal gravity value computed on the
 DM8418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8418.degrees latitude (g = 980.6199 gals.).
 DM8418
 DM8418.The modeled gravity was interpolated from observed gravity values.
 DM8418
 DM8418;                    North         East    Units  Estimated Accuracy
 DM8418;SPC WI C     -   168,646.      558,899.      MT  (+/- 10 meters HH2 GPS)
 DM8418
 DM8418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9391524791(NAD 83)
 DM8418
 DM8418                          SUPERSEDED SURVEY CONTROL
 DM8418
 DM8418.No superseded survey control is available for this station.
 DM8418
 DM8418_MARKER: DD = SURVEY DISK
 DM8418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8418_STAMPING: 6E55 2006
 DM8418_MARK LOGO: WIDT
 DM8418_PROJECTION: FLUSH
 DM8418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8418+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 DM8418
 DM8418  HISTORY     - Date     Condition        Report By
 DM8418  HISTORY     - 2005     MONUMENTED       WIDT
 DM8418  HISTORY     - 20090611 GOOD             WIDT
 DM8418
 DM8418                          STATION DESCRIPTION
 DM8418
 DM8418'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8418'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DM8418'HIGHWAY E APPROXIMATELY 8.6 MI (13.8 KM) WEST OF THE COMMUNITY OF
 DM8418'WESTBORO, GO WEST ON COUNTY HIGHWAY D FOR 2.5 MI (4.0 KM) TO NORTH
 DM8418'PARK ROAD (FOREST ROAD 582) RIGHT.  TURN RIGHT AND GO NORTH ON NORTH
 DM8418'PARK ROAD (FOREST ROAD 582) FOR 0.10 MI (0.2 KM) TO THE STATION ON THE
 DM8418'LEFT.
 DM8418'
 DM8418'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8418'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8418'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8418'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DM8418'
 DM8418'THE STATION IS 6.9 M (22.6 FT) WEST OF THE CENTERLINE OF NORTH PARK
 DM8418'ROAD (FOREST ROAD 582), 0.15 MI (0.2 KM) SOUTH OF PRIVATE ENTRANCE
 DM8418'NUMBER 'N8907', 86.5 M (283.8 FT) NORTH OF A PRIVATE ENTRANCE, 20.0 M
 DM8418'(65.6 FT) NORTH OF A METAL 'STOP AHEAD' SIGN POST AND IS 1 M (3.3 FT)
 DM8418'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8418'
 DM8418'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8418'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4721 ***********************************************************************
 DJ4721  DESIGNATION -  6F01
 DJ4721  PID         -  DJ4721
 DJ4721  STATE/COUNTY-  WI/MARATHON
 DJ4721  COUNTRY     -  US
 DJ4721  USGS QUAD   -  ABBOTSFORD (2018)
 DJ4721
 DJ4721                         *CURRENT SURVEY CONTROL
 DJ4721  ______________________________________________________________________
 DJ4721* NAD 83(1986) POSITION- 44 55 58.9    (N) 090 18 58.5    (W)   HD_HELD2
 DJ4721* NAVD 88 ORTHO HEIGHT -   427.824 (meters)     1403.62  (feet) ADJUSTED
 DJ4721  ______________________________________________________________________
 DJ4721  GEOID HEIGHT    -        -32.841 (meters)                     GEOID18
 DJ4721  DYNAMIC HEIGHT  -        427.765 (meters)     1403.43  (feet) COMP
 DJ4721  MODELED GRAVITY -    980,465.6   (mgal)                       NAVD 88
 DJ4721
 DJ4721  VERT ORDER      -  SECOND    CLASS I
 DJ4721
 DJ4721.The horizontal coordinates were established by autonomous hand held GPS
 DJ4721.observations and have an estimated accuracy of +/- 10 meters.
 DJ4721
 DJ4721.The orthometric height was determined by differential leveling and
 DJ4721.adjusted by the WI DEPT OF TRANSP
 DJ4721.in May 2012.
 DJ4721
 DJ4721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4721.GEOID18 height accuracy estimate available here.
 DJ4721
 DJ4721.Click photographs - Photos may exist for this station.
 DJ4721
 DJ4721.The dynamic height is computed by dividing the NAVD 88
 DJ4721.geopotential number by the normal gravity value computed on the
 DJ4721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4721.degrees latitude (g = 980.6199 gals.).
 DJ4721
 DJ4721.The modeled gravity was interpolated from observed gravity values.
 DJ4721
 DJ4721;                    North         East    Units  Estimated Accuracy
 DJ4721;SPC WI C     -   122,245.      575,037.      MT  (+/- 10 meters HH2 GPS)
 DJ4721
 DJ4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1176779014(NAD 83)
 DJ4721
 DJ4721                          SUPERSEDED SURVEY CONTROL
 DJ4721
 DJ4721  NAVD 88 (07/08/08)  427.807  (m)         1403.56   (f) SUPERSEDED  2 1
 DJ4721
 DJ4721.Superseded values are not recommended for survey control.
 DJ4721
 DJ4721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4721.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4721
 DJ4721_MARKER: DD = SURVEY DISK
 DJ4721_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4721_SP_SET: BRIDGE COLUMN
 DJ4721_STAMPING: 6F01 2005
 DJ4721_MARK LOGO: WIDT
 DJ4721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4721+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2011
 DJ4721
 DJ4721  HISTORY     - Date     Condition        Report By
 DJ4721  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4721  HISTORY     - 20060619 GOOD             WIDT
 DJ4721  HISTORY     - 20110718 GOOD             WIDT
 DJ4721
 DJ4721                          STATION DESCRIPTION
 DJ4721
 DJ4721'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4721'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DJ4721'HIGHWAY 29 (EXIT 132) JUST SOUTH OF THE CITY OF ABBOTSFORD.  THE
 DJ4721'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4721'SURVEY CONTROL STATION DISK SET VERTICALLY IN THE EAST FACE OF THE
 DJ4721'CENTER COLUMN SUPPORT OF THE WESTBOUND STATE HIGHWAY 29 BRIDGE, ABOUT
 DJ4721'1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT, 6.6 M (21.7 FT) WEST OF THE
 DJ4721'CENTERLINE OF SOUTHBOUND STATE HIGHWAY 13.  ---NOTE---THIS STATION IS
 DJ4721'SET VERTICALLY AND NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4721
 DJ4721                          STATION RECOVERY (2011)
 DJ4721
 DJ4721'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4721'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4723 ***********************************************************************
 DJ4723  DESIGNATION -  6F02
 DJ4723  PID         -  DJ4723
 DJ4723  STATE/COUNTY-  WI/MARATHON
 DJ4723  COUNTRY     -  US
 DJ4723  USGS QUAD   -  ABBOTSFORD (2018)
 DJ4723
 DJ4723                         *CURRENT SURVEY CONTROL
 DJ4723  ______________________________________________________________________
 DJ4723* NAD 83(1986) POSITION- 44 58 24.21   (N) 090 17 58.54   (W)   HD_HELD1
 DJ4723* NAVD 88 ORTHO HEIGHT -   446.968 (meters)     1466.43  (feet) ADJUSTED
 DJ4723  ______________________________________________________________________
 DJ4723  GEOID HEIGHT    -        -32.706 (meters)                     GEOID18
 DJ4723  DYNAMIC HEIGHT  -        446.908 (meters)     1466.23  (feet) COMP
 DJ4723  MODELED GRAVITY -    980,469.0   (mgal)                       NAVD 88
 DJ4723
 DJ4723  VERT ORDER      -  SECOND    CLASS I
 DJ4723
 DJ4723.The horizontal coordinates were determined by differentially corrected
 DJ4723.hand held GPS observations or other comparable positioning techniques
 DJ4723.and have an estimated accuracy of +/- 3 meters.
 DJ4723
 DJ4723.The orthometric height was determined by differential leveling and
 DJ4723.adjusted by the WI DEPT OF TRANSP
 DJ4723.in May 2012.
 DJ4723
 DJ4723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4723.GEOID18 height accuracy estimate available here.
 DJ4723
 DJ4723.Click photographs - Photos may exist for this station.
 DJ4723
 DJ4723.The dynamic height is computed by dividing the NAVD 88
 DJ4723.geopotential number by the normal gravity value computed on the
 DJ4723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4723.degrees latitude (g = 980.6199 gals.).
 DJ4723
 DJ4723.The modeled gravity was interpolated from observed gravity values.
 DJ4723
 DJ4723;                    North         East    Units  Estimated Accuracy
 DJ4723;SPC WI C     -   126,725.9     576,368.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4723
 DJ4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1293183542(NAD 83)
 DJ4723
 DJ4723                          SUPERSEDED SURVEY CONTROL
 DJ4723
 DJ4723  NAVD 88 (07/08/08)  446.952  (m)         1466.38   (f) SUPERSEDED  2 1
 DJ4723
 DJ4723.Superseded values are not recommended for survey control.
 DJ4723
 DJ4723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4723.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4723
 DJ4723_MARKER: DD = SURVEY DISK
 DJ4723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4723_STAMPING: 6F02 2005
 DJ4723_MARK LOGO: WIDT
 DJ4723_PROJECTION: FLUSH
 DJ4723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4723+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2011
 DJ4723
 DJ4723  HISTORY     - Date     Condition        Report By
 DJ4723  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4723  HISTORY     - 20060620 GOOD             WIDT
 DJ4723  HISTORY     - 20110718 GOOD             WIDT
 DJ4723
 DJ4723                          STATION DESCRIPTION
 DJ4723
 DJ4723'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4723'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FOURTH
 DJ4723'STREET) WITH BUSINESS HIGHWAY 29 (SPRUCE STREET) IN THE CITY OF
 DJ4723'ABBOTSFORD, GO EAST ON BUSINESS HIGHWAY 29 (SPRUCE STREET) FOR 0.8 MI
 DJ4723'(1.3 KM) TO PICKARD AVENUE ON THE LEFT, TURN LEFT AND GO NORTH ON
 DJ4723'PICKARD AVENUE FOR 1.0 MI (1.6 KM) TO BOSS ROAD, CONTINUE NORTH ON
 DJ4723'PICKARD AVENUE FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT.  THE
 DJ4723'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4723'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4723'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4723'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 10.2 M (33.5 FT)
 DJ4723'WEST OF THE CENTERLINE OF PICKARD AVENUE, 117 M (383.9 FT) NORTHWEST
 DJ4723'OF A METAL POST FOR A --STOP AHEAD-- SIGN, 2 M (6.6 FT) EAST OF AN
 DJ4723'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST
 DJ4723'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4723'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4723'HORIZON.
 DJ4723
 DJ4723                          STATION RECOVERY (2011)
 DJ4723
 DJ4723'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4724 ***********************************************************************
 DJ4724  DESIGNATION -  6F03
 DJ4724  PID         -  DJ4724
 DJ4724  STATE/COUNTY-  WI/CLARK
 DJ4724  COUNTRY     -  US
 DJ4724  USGS QUAD   -  STETSONVILLE (2018)
 DJ4724
 DJ4724                         *CURRENT SURVEY CONTROL
 DJ4724  ______________________________________________________________________
 DJ4724* NAD 83(1986) POSITION- 45 00 51.81   (N) 090 18 55.65   (W)   HD_HELD1
 DJ4724* NAVD 88 ORTHO HEIGHT -   440.326 (meters)     1444.64  (feet) ADJUSTED
 DJ4724  ______________________________________________________________________
 DJ4724  GEOID HEIGHT    -        -32.441 (meters)                     GEOID18
 DJ4724  DYNAMIC HEIGHT  -        440.271 (meters)     1444.46  (feet) COMP
 DJ4724  MODELED GRAVITY -    980,478.4   (mgal)                       NAVD 88
 DJ4724
 DJ4724  VERT ORDER      -  SECOND    CLASS I
 DJ4724
 DJ4724.The horizontal coordinates were determined by differentially corrected
 DJ4724.hand held GPS observations or other comparable positioning techniques
 DJ4724.and have an estimated accuracy of +/- 3 meters.
 DJ4724
 DJ4724.The orthometric height was determined by differential leveling and
 DJ4724.adjusted by the WI DEPT OF TRANSP
 DJ4724.in May 2012.
 DJ4724
 DJ4724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4724.GEOID18 height accuracy estimate available here.
 DJ4724
 DJ4724.Click photographs - Photos may exist for this station.
 DJ4724
 DJ4724.The dynamic height is computed by dividing the NAVD 88
 DJ4724.geopotential number by the normal gravity value computed on the
 DJ4724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4724.degrees latitude (g = 980.6199 gals.).
 DJ4724
 DJ4724.The modeled gravity was interpolated from observed gravity values.
 DJ4724
 DJ4724;                    North         East    Units  Estimated Accuracy
 DJ4724;SPC WI C     -   131,286.7     575,134.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4724
 DJ4724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1153088055(NAD 83)
 DJ4724
 DJ4724                          SUPERSEDED SURVEY CONTROL
 DJ4724
 DJ4724  NAVD 88 (07/08/08)  440.310  (m)         1444.58   (f) SUPERSEDED  2 1
 DJ4724
 DJ4724.Superseded values are not recommended for survey control.
 DJ4724
 DJ4724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4724.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4724
 DJ4724_MARKER: DD = SURVEY DISK
 DJ4724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4724_STAMPING: 6F03 2005
 DJ4724_MARK LOGO: WIDT
 DJ4724_PROJECTION: FLUSH
 DJ4724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4724+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2011
 DJ4724
 DJ4724  HISTORY     - Date     Condition        Report By
 DJ4724  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4724  HISTORY     - 20060622 GOOD             WIDT
 DJ4724  HISTORY     - 20110804 GOOD             WIDT
 DJ4724
 DJ4724                          STATION DESCRIPTION
 DJ4724
 DJ4724'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4724'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DJ4724'HIGHWAY A JUST EAST OF THE VILLAGE OF DORCHESTER, GO NORTH ON STATE
 DJ4724'HIGHWAY 13 FOR 0.75 MI (1.2 KM) TO THE STATION ON THE LEFT.  THE
 DJ4724'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4724'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4724'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4724'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.5 M (50.9
 DJ4724'FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 13, 30.6 M (100.4 FT)
 DJ4724'SOUTH OF A TELEPHONE PEDESTAL, 15 M (49.2 FT) NORTH OF A FIELD
 DJ4724'ENTRANCE, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A WHITE
 DJ4724'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4724'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4724
 DJ4724                          STATION RECOVERY (2011)
 DJ4724
 DJ4724'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4724'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4726 ***********************************************************************
 DJ4726  DESIGNATION -  6F04
 DJ4726  PID         -  DJ4726
 DJ4726  STATE/COUNTY-  WI/TAYLOR
 DJ4726  COUNTRY     -  US
 DJ4726  USGS QUAD   -  STETSONVILLE (2018)
 DJ4726
 DJ4726                         *CURRENT SURVEY CONTROL
 DJ4726  ______________________________________________________________________
 DJ4726* NAD 83(1986) POSITION- 45 03 56.81   (N) 090 18 52.71   (W)   HD_HELD1
 DJ4726* NAVD 88 ORTHO HEIGHT -   441.450 (meters)     1448.32  (feet) ADJUSTED
 DJ4726  ______________________________________________________________________
 DJ4726  GEOID HEIGHT    -        -32.175 (meters)                     GEOID18
 DJ4726  DYNAMIC HEIGHT  -        441.399 (meters)     1448.16  (feet) COMP
 DJ4726  MODELED GRAVITY -    980,488.9   (mgal)                       NAVD 88
 DJ4726
 DJ4726  VERT ORDER      -  SECOND    CLASS I
 DJ4726
 DJ4726.The horizontal coordinates were determined by differentially corrected
 DJ4726.hand held GPS observations or other comparable positioning techniques
 DJ4726.and have an estimated accuracy of +/- 3 meters.
 DJ4726
 DJ4726.The orthometric height was determined by differential leveling and
 DJ4726.adjusted by the WI DEPT OF TRANSP
 DJ4726.in May 2012.
 DJ4726
 DJ4726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4726.GEOID18 height accuracy estimate available here.
 DJ4726
 DJ4726.Click photographs - Photos may exist for this station.
 DJ4726
 DJ4726.The dynamic height is computed by dividing the NAVD 88
 DJ4726.geopotential number by the normal gravity value computed on the
 DJ4726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4726.degrees latitude (g = 980.6199 gals.).
 DJ4726
 DJ4726.The modeled gravity was interpolated from observed gravity values.
 DJ4726
 DJ4726;                    North         East    Units  Estimated Accuracy
 DJ4726;SPC WI C     -   136,997.1     575,221.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4726
 DJ4726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1140493766(NAD 83)
 DJ4726
 DJ4726                          SUPERSEDED SURVEY CONTROL
 DJ4726
 DJ4726  NAVD 88 (07/08/08)  441.434  (m)         1448.27   (f) SUPERSEDED  2 1
 DJ4726
 DJ4726.Superseded values are not recommended for survey control.
 DJ4726
 DJ4726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4726.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4726
 DJ4726_MARKER: DD = SURVEY DISK
 DJ4726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4726_STAMPING: 6F04 2005
 DJ4726_MARK LOGO: WIDT
 DJ4726_PROJECTION: FLUSH
 DJ4726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4726+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 DJ4726
 DJ4726  HISTORY     - Date     Condition        Report By
 DJ4726  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4726  HISTORY     - 20060623 GOOD             WIDT
 DJ4726
 DJ4726                          STATION DESCRIPTION
 DJ4726
 DJ4726'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4726'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DJ4726'HIGHWAY A IN THE VILLAGE OF STETSONVILLE, GO SOUTH ON STATE HIGHWAY 13
 DJ4726'F0R 0.75 MI (1.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DJ4726'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DJ4726'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DJ4726'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DJ4726'THE HIGHWAY PAVEMENT.  THE STATION IS 13.3 M (43.6 FT) EAST OF THE
 DJ4726'CENTERLINE OF STATE HIGHWAY 13, 86 M (282.2 FT) SOUTH OF A PRIVATE
 DJ4726'ENTRANCE --N903--, 44.1 M (144.7 FT) SOUTH OF A TELEPHONE PEDESTAL
 DJ4726'--C3--, 2 M (6.6 FT) WEST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT)
 DJ4726'EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4726'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4726'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4727 ***********************************************************************
 DJ4727  DESIGNATION -  6F05
 DJ4727  PID         -  DJ4727
 DJ4727  STATE/COUNTY-  WI/TAYLOR
 DJ4727  COUNTRY     -  US
 DJ4727  USGS QUAD   -  STETSONVILLE (2018)
 DJ4727
 DJ4727                         *CURRENT SURVEY CONTROL
 DJ4727  ______________________________________________________________________
 DJ4727* NAD 83(1986) POSITION- 45 05 28.75   (N) 090 16 00.57   (W)   HD_HELD1
 DJ4727* NAVD 88 ORTHO HEIGHT -   445.230 (meters)     1460.73  (feet) ADJUSTED
 DJ4727  ______________________________________________________________________
 DJ4727  GEOID HEIGHT    -        -32.197 (meters)                     GEOID18
 DJ4727  DYNAMIC HEIGHT  -        445.181 (meters)     1460.56  (feet) COMP
 DJ4727  MODELED GRAVITY -    980,493.4   (mgal)                       NAVD 88
 DJ4727
 DJ4727  VERT ORDER      -  SECOND    CLASS I
 DJ4727
 DJ4727.The horizontal coordinates were determined by differentially corrected
 DJ4727.hand held GPS observations or other comparable positioning techniques
 DJ4727.and have an estimated accuracy of +/- 3 meters.
 DJ4727
 DJ4727.The orthometric height was determined by differential leveling and
 DJ4727.adjusted by the WI DEPT OF TRANSP
 DJ4727.in May 2012.
 DJ4727
 DJ4727.No vertical observational check was made to the station.
 DJ4727
 DJ4727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4727.GEOID18 height accuracy estimate available here.
 DJ4727
 DJ4727.Click photographs - Photos may exist for this station.
 DJ4727
 DJ4727.The dynamic height is computed by dividing the NAVD 88
 DJ4727.geopotential number by the normal gravity value computed on the
 DJ4727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4727.degrees latitude (g = 980.6199 gals.).
 DJ4727
 DJ4727.The modeled gravity was interpolated from observed gravity values.
 DJ4727
 DJ4727;                    North         East    Units  Estimated Accuracy
 DJ4727;SPC WI C     -   139,821.6     578,996.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4727
 DJ4727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1507396729(NAD 83)
 DJ4727
 DJ4727                          SUPERSEDED SURVEY CONTROL
 DJ4727
 DJ4727  NAVD 88 (07/08/08)  445.213  (m)         1460.67   (f) SUPERSEDED  2 1
 DJ4727
 DJ4727.Superseded values are not recommended for survey control.
 DJ4727
 DJ4727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4727.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4727
 DJ4727_MARKER: DD = SURVEY DISK
 DJ4727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4727_STAMPING: 6F05 2005
 DJ4727_MARK LOGO: WIDT
 DJ4727_PROJECTION: FLUSH
 DJ4727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4727+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 DJ4727
 DJ4727  HISTORY     - Date     Condition        Report By
 DJ4727  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4727  HISTORY     - 20060626 GOOD             WIDT
 DJ4727  HISTORY     - 20080904 GOOD             WIDT
 DJ4727  HISTORY     - 20110719 GOOD             WIDT
 DJ4727
 DJ4727                          STATION DESCRIPTION
 DJ4727
 DJ4727'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4727'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DJ4727'HIGHWAY C ABOUT 5 MI (8.0 KM) EAST OF THE VILLAGE OF STETSONVILLE, GO
 DJ4727'WEST ON COUNTY HIGHWAY A FOR 2.0 MI (3.2 KM) TO RUBY DRIVE, TURN RIGHT
 DJ4727'AND GO NORTH ON RUBY DRIVE FOR 1.0 MI (1.6 KM) TO PINE AVENUE, TURN
 DJ4727'LEFT AND GO WEST ON PINE AVENUE FOR 0.4 MI (0.6 KM) TO THE STATION ON
 DJ4727'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4727'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4727'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4727'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DJ4727'8.0 M (26.2 FT) SOUTH OF THE CENTERLINE OF PINE AVENUE, 12 M (39.4 FT)
 DJ4727'SOUTH OF A FIELD ENTRANCE, 2 M (6.6 FT) NORTH OF AN AGRICULTURAL
 DJ4727'FIELD, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A WHITE
 DJ4727'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4727'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4727
 DJ4727                          STATION RECOVERY (2008)
 DJ4727
 DJ4727'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DJ4727'RECOVERED AS DESCRIBED.
 DJ4727
 DJ4727                          STATION RECOVERY (2011)
 DJ4727
 DJ4727'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4729 ***********************************************************************
 DJ4729  DESIGNATION -  6F06
 DJ4729  PID         -  DJ4729
 DJ4729  STATE/COUNTY-  WI/TAYLOR
 DJ4729  COUNTRY     -  US
 DJ4729  USGS QUAD   -  CORINTH (2018)
 DJ4729
 DJ4729                         *CURRENT SURVEY CONTROL
 DJ4729  ______________________________________________________________________
 DJ4729* NAD 83(1986) POSITION- 45 07 14.59   (N) 090 12 39.13   (W)   HD_HELD1
 DJ4729* NAVD 88 ORTHO HEIGHT -   457.114 (meters)     1499.71  (feet) ADJUSTED
 DJ4729  ______________________________________________________________________
 DJ4729  GEOID HEIGHT    -        -32.205 (meters)                     GEOID18
 DJ4729  DYNAMIC HEIGHT  -        457.066 (meters)     1499.56  (feet) COMP
 DJ4729  MODELED GRAVITY -    980,498.7   (mgal)                       NAVD 88
 DJ4729
 DJ4729  VERT ORDER      -  SECOND    CLASS I
 DJ4729
 DJ4729.The horizontal coordinates were determined by differentially corrected
 DJ4729.hand held GPS observations or other comparable positioning techniques
 DJ4729.and have an estimated accuracy of +/- 3 meters.
 DJ4729
 DJ4729.The orthometric height was determined by differential leveling and
 DJ4729.adjusted by the WI DEPT OF TRANSP
 DJ4729.in May 2012.
 DJ4729
 DJ4729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4729.GEOID18 height accuracy estimate available here.
 DJ4729
 DJ4729.Click photographs - Photos may exist for this station.
 DJ4729
 DJ4729.The dynamic height is computed by dividing the NAVD 88
 DJ4729.geopotential number by the normal gravity value computed on the
 DJ4729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4729.degrees latitude (g = 980.6199 gals.).
 DJ4729
 DJ4729.The modeled gravity was interpolated from observed gravity values.
 DJ4729
 DJ4729;                    North         East    Units  Estimated Accuracy
 DJ4729;SPC WI C     -   143,075.8     583,409.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4729
 DJ4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1936300145(NAD 83)
 DJ4729
 DJ4729                          SUPERSEDED SURVEY CONTROL
 DJ4729
 DJ4729  NAVD 88 (07/08/08)  457.098  (m)         1499.66   (f) SUPERSEDED  2 1
 DJ4729
 DJ4729.Superseded values are not recommended for survey control.
 DJ4729
 DJ4729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4729.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4729
 DJ4729_MARKER: DD = SURVEY DISK
 DJ4729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4729_STAMPING: 6F06 2005
 DJ4729_MARK LOGO: WIDT
 DJ4729_PROJECTION: FLUSH
 DJ4729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4729+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 DJ4729
 DJ4729  HISTORY     - Date     Condition        Report By
 DJ4729  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4729  HISTORY     - 20060627 GOOD             WIDT
 DJ4729  HISTORY     - 20110707 GOOD             WIDT
 DJ4729
 DJ4729                          STATION DESCRIPTION
 DJ4729
 DJ4729'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4729'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DJ4729'HIGHWAY O ABOUT 6 MI (9.7 KM) EAST-SOUTHEAST OF THE CITY OF MEDFORD,
 DJ4729'GO EAST ON COUNTY HIGHWAY C FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DJ4729'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4729'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4729'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4729'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4729'10.8 M (35.4 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY C, 72 M
 DJ4729'(236.2 FT) EAST OF A WOOD POST FOR A --40 MPH CURVE-- SIGN, 64 M
 DJ4729'(210.0 FT) NORTHWEST OF A WOOD POST FOR A --T INTERSECTION-- SIGN, 52
 DJ4729'M (170.6 FT) WEST OF A FIELD ENTRANCE, 1 M (3.3 FT) SOUTH OF AN
 DJ4729'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH, EAST, AND WEST OF A
 DJ4729'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4729'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4729
 DJ4729                          STATION RECOVERY (2011)
 DJ4729
 DJ4729'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4729'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4730 ***********************************************************************
 DJ4730  DESIGNATION -  6F07
 DJ4730  PID         -  DJ4730
 DJ4730  STATE/COUNTY-  WI/TAYLOR
 DJ4730  COUNTRY     -  US
 DJ4730  USGS QUAD   -  CORINTH (2018)
 DJ4730
 DJ4730                         *CURRENT SURVEY CONTROL
 DJ4730  ______________________________________________________________________
 DJ4730* NAD 83(1986) POSITION- 45 07 14.19   (N) 090 10 39.34   (W)   HD_HELD1
 DJ4730* NAVD 88 ORTHO HEIGHT -   455.347 (meters)     1493.92  (feet) ADJUSTED
 DJ4730  ______________________________________________________________________
 DJ4730  GEOID HEIGHT    -        -32.285 (meters)                     GEOID18
 DJ4730  DYNAMIC HEIGHT  -        455.300 (meters)     1493.76  (feet) COMP
 DJ4730  MODELED GRAVITY -    980,498.4   (mgal)                       NAVD 88
 DJ4730
 DJ4730  VERT ORDER      -  SECOND    CLASS I
 DJ4730
 DJ4730.The horizontal coordinates were determined by differentially corrected
 DJ4730.hand held GPS observations or other comparable positioning techniques
 DJ4730.and have an estimated accuracy of +/- 3 meters.
 DJ4730
 DJ4730.The orthometric height was determined by differential leveling and
 DJ4730.adjusted by the WI DEPT OF TRANSP
 DJ4730.in May 2012.
 DJ4730
 DJ4730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4730.GEOID18 height accuracy estimate available here.
 DJ4730
 DJ4730.Click photographs - Photos may exist for this station.
 DJ4730
 DJ4730.The dynamic height is computed by dividing the NAVD 88
 DJ4730.geopotential number by the normal gravity value computed on the
 DJ4730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4730.degrees latitude (g = 980.6199 gals.).
 DJ4730
 DJ4730.The modeled gravity was interpolated from observed gravity values.
 DJ4730
 DJ4730;                    North         East    Units  Estimated Accuracy
 DJ4730;SPC WI C     -   143,057.2     586,027.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4730
 DJ4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2198100224(NAD 83)
 DJ4730
 DJ4730                          SUPERSEDED SURVEY CONTROL
 DJ4730
 DJ4730  NAVD 88 (07/08/08)  455.331  (m)         1493.87   (f) SUPERSEDED  2 1
 DJ4730
 DJ4730.Superseded values are not recommended for survey control.
 DJ4730
 DJ4730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4730.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4730
 DJ4730_MARKER: DD = SURVEY DISK
 DJ4730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4730_STAMPING: 6F07 2005
 DJ4730_MARK LOGO: WIDT
 DJ4730_PROJECTION: FLUSH
 DJ4730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4730+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 DJ4730
 DJ4730  HISTORY     - Date     Condition        Report By
 DJ4730  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4730  HISTORY     - 20060628 GOOD             WIDT
 DJ4730  HISTORY     - 20110707 GOOD             WIDT
 DJ4730
 DJ4730                          STATION DESCRIPTION
 DJ4730
 DJ4730'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4730'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DJ4730'HIGHWAY C TO THE SOUTH AND GAD DRIVE TO THE NORTH ABOUT 7 MI (11.3 KM)
 DJ4730'EAST OF THE CITY OF MEDFORD, GO SOUTH ON COUNTY HIGHWAY C FOR 1.5 MI
 DJ4730'(2.4 KM) TO WILLOW AVENUE ON THE LEFT, TURN LEFT AND GO EAST ON WILLOW
 DJ4730'AVENUE FOR 0.55 MI (0.9 KM) TO THE STATION ON THE LEFT.  THE STATION
 DJ4730'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DJ4730'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4730'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DJ4730'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.5 M (27.9 FT) NORTH OF
 DJ4730'THE CENTERLINE OF WILLOW AVENUE, 25.4 M (83.3 FT) NORTHEAST OF A POWER
 DJ4730'POLE --15--, 6.6 M (21.7 FT) NORTHWEST OF A METAL POST FOR A
 DJ4730'--SNOWMOBILE CROSSING-- SIGN, 1 M (3.3 FT) SOUTH OF AN AGRICULTURAL
 DJ4730'FIELD, AND 1.0 M (3.3 FT) EAST AND WEST OF A WHITE PLASTIC WITNESS
 DJ4730'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4730'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE
 DJ4730'SOUTHEAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DJ4730
 DJ4730                          STATION RECOVERY (2011)
 DJ4730
 DJ4730'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4730'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4731 ***********************************************************************
 DJ4731  DESIGNATION -  6F08
 DJ4731  PID         -  DJ4731
 DJ4731  STATE/COUNTY-  WI/TAYLOR
 DJ4731  COUNTRY     -  US
 DJ4731  USGS QUAD   -  GOODRICH (2018)
 DJ4731
 DJ4731                         *CURRENT SURVEY CONTROL
 DJ4731  ______________________________________________________________________
 DJ4731* NAD 83(1986) POSITION- 45 07 50.17   (N) 090 06 18.70   (W)   HD_HELD1
 DJ4731* NAVD 88 ORTHO HEIGHT -   445.280 (meters)     1460.89  (feet) ADJUSTED
 DJ4731  ______________________________________________________________________
 DJ4731  GEOID HEIGHT    -        -32.433 (meters)                     GEOID18
 DJ4731  DYNAMIC HEIGHT  -        445.234 (meters)     1460.74  (feet) COMP
 DJ4731  MODELED GRAVITY -    980,499.6   (mgal)                       NAVD 88
 DJ4731
 DJ4731  VERT ORDER      -  SECOND    CLASS I
 DJ4731
 DJ4731.The horizontal coordinates were determined by differentially corrected
 DJ4731.hand held GPS observations or other comparable positioning techniques
 DJ4731.and have an estimated accuracy of +/- 3 meters.
 DJ4731
 DJ4731.The orthometric height was determined by differential leveling and
 DJ4731.adjusted by the WI DEPT OF TRANSP
 DJ4731.in May 2012.
 DJ4731
 DJ4731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4731.GEOID18 height accuracy estimate available here.
 DJ4731
 DJ4731.Click photographs - Photos may exist for this station.
 DJ4731
 DJ4731.The dynamic height is computed by dividing the NAVD 88
 DJ4731.geopotential number by the normal gravity value computed on the
 DJ4731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4731.degrees latitude (g = 980.6199 gals.).
 DJ4731
 DJ4731.The modeled gravity was interpolated from observed gravity values.
 DJ4731
 DJ4731;                    North         East    Units  Estimated Accuracy
 DJ4731;SPC WI C     -   144,158.0     591,725.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4731
 DJ4731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2763501536(NAD 83)
 DJ4731
 DJ4731                          SUPERSEDED SURVEY CONTROL
 DJ4731
 DJ4731  NAVD 88 (07/08/08)  445.265  (m)         1460.84   (f) SUPERSEDED  2 1
 DJ4731
 DJ4731.Superseded values are not recommended for survey control.
 DJ4731
 DJ4731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4731.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4731
 DJ4731_MARKER: DD = SURVEY DISK
 DJ4731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4731_STAMPING: 6F08 2005
 DJ4731_MARK LOGO: WIDT
 DJ4731_PROJECTION: FLUSH
 DJ4731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4731+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 DJ4731
 DJ4731  HISTORY     - Date     Condition        Report By
 DJ4731  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4731  HISTORY     - 20060628 GOOD             WIDT
 DJ4731  HISTORY     - 20110707 GOOD             WIDT
 DJ4731
 DJ4731                          STATION DESCRIPTION
 DJ4731
 DJ4731'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4731'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DJ4731'HIGHWAY 97 ABOUT 11 MI (17.7 KM) EAST OF THE CITY OF MEDFORD, GO SOUTH
 DJ4731'ON STATE HIGHWAY 97 FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT.
 DJ4731'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4731'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4731'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4731'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4731'16.0 M (52.5 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 97, 34.5 M
 DJ4731'(113.2 FT) EAST OF A POWER POLE, 2 M (6.6 FT) WEST OF A WIRE FENCE,
 DJ4731'AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC
 DJ4731'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4731'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4731
 DJ4731                          STATION RECOVERY (2011)
 DJ4731
 DJ4731'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4731'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4844 ***********************************************************************
 DJ4844  DESIGNATION -  6F09
 DJ4844  PID         -  DJ4844
 DJ4844  STATE/COUNTY-  WI/TAYLOR
 DJ4844  COUNTRY     -  US
 DJ4844  USGS QUAD   -  GOODRICH (2018)
 DJ4844
 DJ4844                         *CURRENT SURVEY CONTROL
 DJ4844  ______________________________________________________________________
 DJ4844* NAD 83(1986) POSITION- 45 08 31.36   (N) 090 05 22.75   (W)   HD_HELD1
 DJ4844* NAVD 88 ORTHO HEIGHT -   433.629 (meters)     1422.66  (feet) ADJUSTED
 DJ4844  ______________________________________________________________________
 DJ4844  GEOID HEIGHT    -        -32.420 (meters)                     GEOID18
 DJ4844  DYNAMIC HEIGHT  -        433.584 (meters)     1422.52  (feet) COMP
 DJ4844  MODELED GRAVITY -    980,501.9   (mgal)                       NAVD 88
 DJ4844
 DJ4844  VERT ORDER      -  SECOND    CLASS I
 DJ4844
 DJ4844.The horizontal coordinates were determined by differentially corrected
 DJ4844.hand held GPS observations or other comparable positioning techniques
 DJ4844.and have an estimated accuracy of +/- 3 meters.
 DJ4844
 DJ4844.The orthometric height was determined by differential leveling and
 DJ4844.adjusted by the WI DEPT OF TRANSP
 DJ4844.in May 2012.
 DJ4844
 DJ4844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4844.GEOID18 height accuracy estimate available here.
 DJ4844
 DJ4844.Click photographs - Photos may exist for this station.
 DJ4844
 DJ4844.The dynamic height is computed by dividing the NAVD 88
 DJ4844.geopotential number by the normal gravity value computed on the
 DJ4844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4844.degrees latitude (g = 980.6199 gals.).
 DJ4844
 DJ4844.The modeled gravity was interpolated from observed gravity values.
 DJ4844
 DJ4844;                    North         East    Units  Estimated Accuracy
 DJ4844;SPC WI C     -   145,428.0     592,949.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4844
 DJ4844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2881202851(NAD 83)
 DJ4844
 DJ4844                          SUPERSEDED SURVEY CONTROL
 DJ4844
 DJ4844  NAVD 88 (07/08/08)  433.614  (m)         1422.62   (f) SUPERSEDED  2 1
 DJ4844
 DJ4844.Superseded values are not recommended for survey control.
 DJ4844
 DJ4844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4844.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4844
 DJ4844_MARKER: DD = SURVEY DISK
 DJ4844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ4844_SP_SET: BRIDGE PARAPET WALL
 DJ4844_STAMPING: 6F09 2005
 DJ4844_MARK LOGO: WIDT
 DJ4844_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4844+STABILITY: SURFACE MOTION
 DJ4844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4844+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 DJ4844
 DJ4844  HISTORY     - Date     Condition        Report By
 DJ4844  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4844  HISTORY     - 20060607 GOOD             WIDT
 DJ4844  HISTORY     - 20110707 GOOD             WIDT
 DJ4844
 DJ4844                          STATION DESCRIPTION
 DJ4844
 DJ4844'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4844'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DJ4844'HIGHWAY 97 ABOUT 11 MI (17.7 KM) EAST OF THE CITY OF MEDFORD, GO SOUTH
 DJ4844'ON STATE HIGHWAY 97 FOR 0.05 MI (0.1 KM) TO BRAG LANE ON THE LEFT,
 DJ4844'TURN LEFT AND GO EAST ON BRAG LANE FOR 0.75 MI (1.2 KM) TO A BRIDGE
 DJ4844'OVER A SMALL STREAM AND THE STATION ON THE RIGHT.
 DJ4844'
 DJ4844'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4844'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DJ4844'THE SOUTH PARAPET WALL OF THE BRIDGE, 1 M (3.3 FT) ABOVE THE ROAD
 DJ4844'PAVEMENT,
 DJ4844'
 DJ4844'3 M (9.8 FT) SOUTH OF THE CENTER OF BRAG LANE.
 DJ4844
 DJ4844                          STATION RECOVERY (2011)
 DJ4844
 DJ4844'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4741 ***********************************************************************
 DJ4741  DESIGNATION -  6F11
 DJ4741  PID         -  DJ4741
 DJ4741  STATE/COUNTY-  WI/LINCOLN
 DJ4741  COUNTRY     -  US
 DJ4741  USGS QUAD   -  GOODRICH (2018)
 DJ4741
 DJ4741                         *CURRENT SURVEY CONTROL
 DJ4741  ______________________________________________________________________
 DJ4741* NAD 83(1986) POSITION- 45 08 59.79   (N) 090 01 42.16   (W)   HD_HELD1
 DJ4741* NAVD 88 ORTHO HEIGHT -   447.252 (meters)     1467.36  (feet) ADJUSTED
 DJ4741  ______________________________________________________________________
 DJ4741  GEOID HEIGHT    -        -32.576 (meters)                     GEOID18
 DJ4741  DYNAMIC HEIGHT  -        447.206 (meters)     1467.21  (feet) COMP
 DJ4741  MODELED GRAVITY -    980,501.1   (mgal)                       NAVD 88
 DJ4741
 DJ4741  VERT ORDER      -  SECOND    CLASS I
 DJ4741
 DJ4741.The horizontal coordinates were determined by differentially corrected
 DJ4741.hand held GPS observations or other comparable positioning techniques
 DJ4741.and have an estimated accuracy of +/- 3 meters.
 DJ4741
 DJ4741.The orthometric height was determined by differential leveling and
 DJ4741.adjusted by the WI DEPT OF TRANSP
 DJ4741.in May 2012.
 DJ4741
 DJ4741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4741.GEOID18 height accuracy estimate available here.
 DJ4741
 DJ4741.Click photographs - Photos may exist for this station.
 DJ4741
 DJ4741.The dynamic height is computed by dividing the NAVD 88
 DJ4741.geopotential number by the normal gravity value computed on the
 DJ4741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4741.degrees latitude (g = 980.6199 gals.).
 DJ4741
 DJ4741.The modeled gravity was interpolated from observed gravity values.
 DJ4741
 DJ4741;                    North         East    Units  Estimated Accuracy
 DJ4741;SPC WI C     -   146,302.1     597,768.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4741
 DJ4741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3359703903(NAD 83)
 DJ4741
 DJ4741                          SUPERSEDED SURVEY CONTROL
 DJ4741
 DJ4741  NAVD 88 (07/08/08)  447.238  (m)         1467.31   (f) SUPERSEDED  2 1
 DJ4741
 DJ4741.Superseded values are not recommended for survey control.
 DJ4741
 DJ4741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4741.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4741
 DJ4741_MARKER: DD = SURVEY DISK
 DJ4741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4741_STAMPING: 6F11 2005
 DJ4741_MARK LOGO: WIDT
 DJ4741_PROJECTION: FLUSH
 DJ4741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4741+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 DJ4741
 DJ4741  HISTORY     - Date     Condition        Report By
 DJ4741  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4741  HISTORY     - 20060605 GOOD             WIDT
 DJ4741  HISTORY     - 20110707 GOOD             WIDT
 DJ4741
 DJ4741                          STATION DESCRIPTION
 DJ4741
 DJ4741'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4741'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DJ4741'HIGHWAY 97 ABOUT 11 MI (17.7 KM) EAST OF THE CITY OF MEDFORD, GO EAST
 DJ4741'ON STATE HIGHWAY 64 FOR 3.2 MI (5.1 KM) TO THE TAYLOR / LINCOLN COUNTY
 DJ4741'LINE, CONTINUE EAST ON STATE HIGHWAY 64 FOR 0.7 MI (1.1 KM) TO THE
 DJ4741'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4741'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4741'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4741'THE RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DJ4741'STATION IS 13.2 M (43.3 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DJ4741'64, 1.3 MI (2.1 KM) WEST OF GREINER ROAD, 1.3 MI (2.1 KM) EAST OF
 DJ4741'SPRING ROAD, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF A
 DJ4741'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE
 DJ4741'FOR GPS OBSERVATIONS.
 DJ4741
 DJ4741                          STATION RECOVERY (2011)
 DJ4741
 DJ4741'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8396 ***********************************************************************
 DM8396  DESIGNATION -  6F12
 DM8396  PID         -  DM8396
 DM8396  STATE/COUNTY-  WI/TAYLOR
 DM8396  COUNTRY     -  US
 DM8396  USGS QUAD   -  GOODRICH (2018)
 DM8396
 DM8396                         *CURRENT SURVEY CONTROL
 DM8396  ______________________________________________________________________
 DM8396* NAD 83(1986) POSITION- 45 10 13.6    (N) 090 03 19.2    (W)   HD_HELD2
 DM8396* NAVD 88 ORTHO HEIGHT -   425.210 (meters)     1395.04  (feet) ADJUSTED
 DM8396  ______________________________________________________________________
 DM8396  GEOID HEIGHT    -        -32.383 (meters)                     GEOID18
 DM8396  DYNAMIC HEIGHT  -        425.169 (meters)     1394.91  (feet) COMP
 DM8396  MODELED GRAVITY -    980,507.1   (mgal)                       NAVD 88
 DM8396
 DM8396  VERT ORDER      -  SECOND    CLASS I
 DM8396
 DM8396.The horizontal coordinates were established by autonomous hand held GPS
 DM8396.observations and have an estimated accuracy of +/- 10 meters.
 DM8396
 DM8396.The orthometric height was determined by differential leveling and
 DM8396.adjusted by the WI DEPT OF TRANSP
 DM8396.in May 2012.
 DM8396
 DM8396.No vertical observational check was made to the station.
 DM8396
 DM8396.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8396.GEOID18 height accuracy estimate available here.
 DM8396
 DM8396.Click photographs - Photos may exist for this station.
 DM8396
 DM8396.The dynamic height is computed by dividing the NAVD 88
 DM8396.geopotential number by the normal gravity value computed on the
 DM8396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8396.degrees latitude (g = 980.6199 gals.).
 DM8396
 DM8396.The modeled gravity was interpolated from observed gravity values.
 DM8396
 DM8396;                    North         East    Units  Estimated Accuracy
 DM8396;SPC WI C     -   148,582.      595,650.      MT  (+/- 10 meters HH2 GPS)
 DM8396
 DM8396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3139506103(NAD 83)
 DM8396
 DM8396                          SUPERSEDED SURVEY CONTROL
 DM8396
 DM8396.No superseded survey control is available for this station.
 DM8396
 DM8396_MARKER: DD = SURVEY DISK
 DM8396_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8396_SP_SET: BRIDGE WING WALL
 DM8396_STAMPING: 6F12 2006
 DM8396_MARK LOGO: WIDT
 DM8396_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8396+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 DM8396
 DM8396  HISTORY     - Date     Condition        Report By
 DM8396  HISTORY     - 2006     MONUMENTED       WIDT
 DM8396  HISTORY     - 20090528 GOOD             WIDT
 DM8396
 DM8396                          STATION DESCRIPTION
 DM8396
 DM8396'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DM8396'HIGHWAY 97 APPROXIMATELY 2 MI (3.2 KM) SOUTHWEST OF THE COMMUNITY OF
 DM8396'GOODRICH, GO EAST ON STATE HIGHWAY 64 FOR 2.7 MI (4.3 KM) TO SPRING
 DM8396'DRIVE LEFT.  TURN LEFT AND GO NORTH ON SPRING DRIVE FOR 1.44 MI (2.3
 DM8396'KM) TO A BRIDGE AND THE STATION ON THE LEFT.
 DM8396'
 DM8396'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8396'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DM8396'END OF THE SOUTHWEST WING WALL APPROXIMATELY 0.2 M (0.7 FT) HIGHER
 DM8396'THAN THE ROAD PAVEMENT.
 DM8396'
 DM8396'THE STATION IS 3.5 M (11.5 FT) WEST OF THE CENTERLINE OF SPRING DRIVE,
 DM8396'0.1 MI (0.2 KM) NORTH OF PRIVATE ENTRANCE NUMBER 'N3738', 54.0 M
 DM8396'(177.2 FT) NORTH-NORTHWEST OF A 'NARROW BRIDGE' METAL SIGN POST, 7.1 M
 DM8396'(23.3 FT) WEST OF U.S. DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY DISK
 DM8396''13 WRM 1075' SET IN THE TOP OF THE WEST BRIDGE PARAPET AND 0.9 M (3.0
 DM8396'FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DM8396'
 DM8396'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DM8396'QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8395 ***********************************************************************
 DM8395  DESIGNATION -  6F13
 DM8395  PID         -  DM8395
 DM8395  STATE/COUNTY-  WI/TAYLOR
 DM8395  COUNTRY     -  US
 DM8395  USGS QUAD   -  GOODRICH (2018)
 DM8395
 DM8395                         *CURRENT SURVEY CONTROL
 DM8395  ______________________________________________________________________
 DM8395* NAD 83(1986) POSITION- 45 12 18.7    (N) 090 03 18.6    (W)   HD_HELD2
 DM8395* NAVD 88 ORTHO HEIGHT -   437.327 (meters)     1434.80  (feet) ADJUSTED
 DM8395  ______________________________________________________________________
 DM8395  GEOID HEIGHT    -        -32.202 (meters)                     GEOID18
 DM8395  DYNAMIC HEIGHT  -        437.288 (meters)     1434.67  (feet) COMP
 DM8395  MODELED GRAVITY -    980,514.2   (mgal)                       NAVD 88
 DM8395
 DM8395  VERT ORDER      -  SECOND    CLASS I
 DM8395
 DM8395.The horizontal coordinates were established by autonomous hand held GPS
 DM8395.observations and have an estimated accuracy of +/- 10 meters.
 DM8395
 DM8395.The orthometric height was determined by differential leveling and
 DM8395.adjusted by the WI DEPT OF TRANSP
 DM8395.in May 2012.
 DM8395
 DM8395.No vertical observational check was made to the station.
 DM8395
 DM8395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8395.GEOID18 height accuracy estimate available here.
 DM8395
 DM8395.Click photographs - Photos may exist for this station.
 DM8395
 DM8395.The dynamic height is computed by dividing the NAVD 88
 DM8395.geopotential number by the normal gravity value computed on the
 DM8395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8395.degrees latitude (g = 980.6199 gals.).
 DM8395
 DM8395.The modeled gravity was interpolated from observed gravity values.
 DM8395
 DM8395;                    North         East    Units  Estimated Accuracy
 DM8395;SPC WI C     -   152,443.      595,666.      MT  (+/- 10 meters HH2 GPS)
 DM8395
 DM8395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3126709964(NAD 83)
 DM8395
 DM8395                          SUPERSEDED SURVEY CONTROL
 DM8395
 DM8395.No superseded survey control is available for this station.
 DM8395
 DM8395_MARKER: DD = SURVEY DISK
 DM8395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8395_STAMPING: 6F13 2006
 DM8395_MARK LOGO: WIDT
 DM8395_PROJECTION: FLUSH
 DM8395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8395+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2009
 DM8395
 DM8395  HISTORY     - Date     Condition        Report By
 DM8395  HISTORY     - 2005     MONUMENTED       WIDT
 DM8395  HISTORY     - 20090529 GOOD             WIDT
 DM8395
 DM8395                          STATION DESCRIPTION
 DM8395
 DM8395'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8395'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DM8395'HIGHWAY C APPROXIMATELY 10 MI (16.1 KM) NORTHEAST OF THE CITY OF
 DM8395'MEDFORD, GO EAST ON COUNTY HIGHWAY M FOR 5.5 MI (8.8 KM) TO SPRING
 DM8395'DRIVE RIGHT.  TURN RIGHT AND GO SOUTH ON SPRING DRIVE FOR 1.17 MI (1.9
 DM8395'KM) TO THE STATION ON THE LEFT.
 DM8395'
 DM8395'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8395'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8395'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8395'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DM8395'
 DM8395'THE STATION IS 6.6 M (21.7 FT) EAST OF THE CENTERLINE OF SPRING DRIVE,
 DM8395'37.0 M (121.4 FT) SOUTHEAST OF A GREEN ELECTRICAL BOX, 34.4 M (112.9
 DM8395'FT) SOUTH OF THE SOUTHERN PRIVATE ENTRANCE TO 'N4743', 27.5 M (90.2
 DM8395'FT) SOUTH OF THE CENTERLINE OF AN OVERGROWN FIELD ENTRANCE, 0.5 M (1.6
 DM8395'FT) WEST OF A BARBED WIRE FENCE AND 1.0 M (3.3 FT) NORTH AND 1.0 M
 DM8395'(3.3 FT) SOUTH OF TWO WHITE PLASTIC WITNESS POSTS.
 DM8395'
 DM8395'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8395'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8394 ***********************************************************************
 DM8394  DESIGNATION -  6F14
 DM8394  PID         -  DM8394
 DM8394  STATE/COUNTY-  WI/TAYLOR
 DM8394  COUNTRY     -  US
 DM8394  USGS QUAD   -  GOODRICH (2018)
 DM8394
 DM8394                         *CURRENT SURVEY CONTROL
 DM8394  ______________________________________________________________________
 DM8394* NAD 83(1986) POSITION- 45 13 30.8    (N) 090 06 58.6    (W)   HD_HELD2
 DM8394* NAVD 88 ORTHO HEIGHT -   439.117 (meters)     1440.67  (feet) ADJUSTED
 DM8394  ______________________________________________________________________
 DM8394  GEOID HEIGHT    -        -31.929 (meters)                     GEOID18
 DM8394  DYNAMIC HEIGHT  -        439.080 (meters)     1440.55  (feet) COMP
 DM8394  MODELED GRAVITY -    980,519.4   (mgal)                       NAVD 88
 DM8394
 DM8394  VERT ORDER      -  SECOND    CLASS I
 DM8394
 DM8394.The horizontal coordinates were established by autonomous hand held GPS
 DM8394.observations and have an estimated accuracy of +/- 10 meters.
 DM8394
 DM8394.The orthometric height was determined by differential leveling and
 DM8394.adjusted by the WI DEPT OF TRANSP
 DM8394.in May 2012.
 DM8394
 DM8394.No vertical observational check was made to the station.
 DM8394
 DM8394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8394.GEOID18 height accuracy estimate available here.
 DM8394
 DM8394.Click photographs - Photos may exist for this station.
 DM8394
 DM8394.The dynamic height is computed by dividing the NAVD 88
 DM8394.geopotential number by the normal gravity value computed on the
 DM8394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8394.degrees latitude (g = 980.6199 gals.).
 DM8394
 DM8394.The modeled gravity was interpolated from observed gravity values.
 DM8394
 DM8394;                    North         East    Units  Estimated Accuracy
 DM8394;SPC WI C     -   154,674.      590,868.      MT  (+/- 10 meters HH2 GPS)
 DM8394
 DM8394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2638812016(NAD 83)
 DM8394
 DM8394                          SUPERSEDED SURVEY CONTROL
 DM8394
 DM8394.No superseded survey control is available for this station.
 DM8394
 DM8394_MARKER: DD = SURVEY DISK
 DM8394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8394_STAMPING: 6F14 2006
 DM8394_MARK LOGO: WIDT
 DM8394_PROJECTION: FLUSH
 DM8394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8394+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2009
 DM8394
 DM8394  HISTORY     - Date     Condition        Report By
 DM8394  HISTORY     - 2005     MONUMENTED       WIDT
 DM8394  HISTORY     - 20090529 GOOD             WIDT
 DM8394
 DM8394                          STATION DESCRIPTION
 DM8394
 DM8394'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8394'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DM8394'HIGHWAY C APPROXIMATELY 10 MI (16.1 KM) NORTHEAST OF THE CITY OF
 DM8394'MEDFORD, GO EAST ON COUNTY HIGHWAY M FOR 2.5 MI (4.0 KM) TO RIVER ROAD
 DM8394'LEFT.  TURN LEFT AND GO NORTH ON RIVER ROAD FOR 0.15 MI (0.2 KM) TO
 DM8394'THE STATION ON THE RIGHT.
 DM8394'
 DM8394'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8394'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8394'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8394'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD PAVEMENT.
 DM8394'
 DM8394'THE STATION IS 7.2 M (23.6 FT) EAST OF THE CENTERLINE OF RIVER ROAD,
 DM8394'1.2 MI (1.9 KM) SOUTHEAST OF TOWER AVENUE, 48.6 M (159.4 FT) NORTH OF
 DM8394'A 'CURVES AHEAD' WOODEN SIGN POST, 31.0 M (101.7 FT) SOUTHEAST OF A
 DM8394'POWER POLE WITH ONE GUY WIRE, 1.4 M (4.6 FT) WEST OF A BARBED WIRE
 DM8394'FENCE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING
 DM8394'THE STATION.
 DM8394'
 DM8394'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DM8394'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8393 ***********************************************************************
 DM8393  DESIGNATION -  6F15
 DM8393  PID         -  DM8393
 DM8393  STATE/COUNTY-  WI/TAYLOR
 DM8393  COUNTRY     -  US
 DM8393  USGS QUAD   -  RIB LAKE (2018)
 DM8393
 DM8393                         *CURRENT SURVEY CONTROL
 DM8393  ______________________________________________________________________
 DM8393* NAD 83(1986) POSITION- 45 15 05.79   (N) 090 07 38.04   (W)   HD_HELD1
 DM8393* NAVD 88 ORTHO HEIGHT -   448.604 (meters)     1471.80  (feet) ADJUSTED
 DM8393  ______________________________________________________________________
 DM8393  GEOID HEIGHT    -        -31.787 (meters)                     GEOID18
 DM8393  DYNAMIC HEIGHT  -        448.568 (meters)     1471.68  (feet) COMP
 DM8393  MODELED GRAVITY -    980,521.8   (mgal)                       NAVD 88
 DM8393
 DM8393  VERT ORDER      -  SECOND    CLASS I
 DM8393
 DM8393.The horizontal coordinates were determined by differentially corrected
 DM8393.hand held GPS observations or other comparable positioning techniques
 DM8393.and have an estimated accuracy of +/- 3 meters.
 DM8393
 DM8393.The orthometric height was determined by differential leveling and
 DM8393.adjusted by the WI DEPT OF TRANSP
 DM8393.in May 2012.
 DM8393
 DM8393.No vertical observational check was made to the station.
 DM8393
 DM8393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8393.GEOID18 height accuracy estimate available here.
 DM8393
 DM8393.Click photographs - Photos may exist for this station.
 DM8393
 DM8393.The dynamic height is computed by dividing the NAVD 88
 DM8393.geopotential number by the normal gravity value computed on the
 DM8393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8393.degrees latitude (g = 980.6199 gals.).
 DM8393
 DM8393.The modeled gravity was interpolated from observed gravity values.
 DM8393
 DM8393;                    North         East    Units  Estimated Accuracy
 DM8393;SPC WI C     -   157,607.9     590,012.4     MT  (+/- 3 meters HH1 GPS) 
 DM8393
 DM8393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2542414916(NAD 83)
 DM8393
 DM8393                          SUPERSEDED SURVEY CONTROL
 DM8393
 DM8393.No superseded survey control is available for this station.
 DM8393
 DM8393_MARKER: DD = SURVEY DISK
 DM8393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8393_STAMPING: 6F15 2006
 DM8393_MARK LOGO: WIDT
 DM8393_PROJECTION: FLUSH
 DM8393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8393+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2015
 DM8393
 DM8393  HISTORY     - Date     Condition        Report By
 DM8393  HISTORY     - 2005     MONUMENTED       WIDT
 DM8393  HISTORY     - 20090601 GOOD             WIDT
 DM8393  HISTORY     - 20150626 GOOD             WIDT
 DM8393
 DM8393                          STATION DESCRIPTION
 DM8393
 DM8393'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8393'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DM8393'HIGHWAY C APPROXIMATELY 10 MI (16.1 KM) NORTHEAST OF THE CITY OF
 DM8393'MEDFORD, GO NORTH ON COUNTY HIGHWAY C FOR 2.0 MI (3.2 KM) TO WOOD
 DM8393'CREEK AVENUE.  TURN RIGHT AND GO EAST ON WOOD CREEK AVENUE FOR 2.0 MI
 DM8393'(3.2 KM) TO RIVER ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON RIVER ROAD
 DM8393'FOR 30 M (98.4 FT) TO THE STATION ON THE RIGHT.
 DM8393'
 DM8393'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8393'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8393'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8393'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DM8393'
 DM8393'THE STATION IS 6.4 M (21.0 FT) WEST OF THE CENTERLINE OF RIVER ROAD,
 DM8393'0.98 MI (1.6 KM) NORTH OF TOWER AVENUE, 34.2 M (112.2 FT) SOUTH OF THE
 DM8393'CENTERLINE OF WOOD CREEK AVENUE, 23.9 M (78.4 FT) SOUTHWEST OF A
 DM8393''STOP' METAL SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DM8393'T-POSTS SURROUNDING THE STATION.
 DM8393'
 DM8393'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8393'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE EAST QUADRANTS
 DM8393'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DM8393
 DM8393                          STATION RECOVERY (2015)
 DM8393
 DM8393'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DM8393'THE TOWNSHIP HAS CONSTRUCTED A DITCH FOR IMPROVED DRAINAGE AT THE
 DM8393'JUNCTION OF RIVER ROAD WITH WOOD CREEK AVENUE.  THE NEW DITCH BOTTOM
 DM8393'IS APPROXIMATELY 2 FT (0.6 M) LOWER THAN THE ROAD GRADE.  AN
 DM8393'APPROXIMATE 3 FT (0.9 M) RADIUS AROUND THE SURVEY MONUMENT WAS
 DM8393'UNDISTURBED, WITH THE EXCEPTION OF THE INSTALLATION OF A 14-INCH (36
 DM8393'CM) DIAMETER BY 2 FT (0.6 M) LONG BLACK PLASTIC CULVERT PIPE THAT IS
 DM8393'ABOUT 2 FT (0.6 M) EAST OF THE SURVEY MONUMENT.
 DM8393'
 DM8393'THE STOP SIGN AND WITNESS POSTS WERE RESET AS A RESULT OF THE WORK.
 DM8393'THE STATION IS NOW 25.9 M (85.0 FT) SOUTHWEST OF A METAL POST FOR A
 DM8393''STOP' SIGN AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DM8393'WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8416 ***********************************************************************
 DM8416  DESIGNATION -  6F16
 DM8416  PID         -  DM8416
 DM8416  STATE/COUNTY-  WI/TAYLOR
 DM8416  COUNTRY     -  US
 DM8416  USGS QUAD   -  MEDFORD NW (2018)
 DM8416
 DM8416                         *CURRENT SURVEY CONTROL
 DM8416  ______________________________________________________________________
 DM8416* NAD 83(1986) POSITION- 45 09 39.93   (N) 090 27 13.95   (W)   HD_HELD1
 DM8416* NAVD 88 ORTHO HEIGHT -   414.414 (meters)     1359.62  (feet) ADJUSTED
 DM8416  ______________________________________________________________________
 DM8416  GEOID HEIGHT    -        -31.410 (meters)                     GEOID18
 DM8416  DYNAMIC HEIGHT  -        414.382 (meters)     1359.52  (feet) COMP
 DM8416  MODELED GRAVITY -    980,526.0   (mgal)                       NAVD 88
 DM8416
 DM8416  VERT ORDER      -  SECOND    CLASS I
 DM8416
 DM8416.The horizontal coordinates were determined by differentially corrected
 DM8416.hand held GPS observations or other comparable positioning techniques
 DM8416.and have an estimated accuracy of +/- 3 meters.
 DM8416
 DM8416.The orthometric height was determined by differential leveling and
 DM8416.adjusted by the WI DEPT OF TRANSP
 DM8416.in May 2012.
 DM8416
 DM8416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8416.GEOID18 height accuracy estimate available here.
 DM8416
 DM8416.Click photographs - Photos may exist for this station.
 DM8416
 DM8416.The dynamic height is computed by dividing the NAVD 88
 DM8416.geopotential number by the normal gravity value computed on the
 DM8416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8416.degrees latitude (g = 980.6199 gals.).
 DM8416
 DM8416.The modeled gravity was interpolated from observed gravity values.
 DM8416
 DM8416;                    North         East    Units  Estimated Accuracy
 DM8416;SPC WI C     -   147,640.6     564,315.7     MT  (+/- 3 meters HH1 GPS) 
 DM8416
 DM8416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0011003999(NAD 83)
 DM8416
 DM8416                          SUPERSEDED SURVEY CONTROL
 DM8416
 DM8416.No superseded survey control is available for this station.
 DM8416
 DM8416_MARKER: DD = SURVEY DISK
 DM8416_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8416_SP_SET: BRIDGE WING WALL
 DM8416_STAMPING: 6F16 2006
 DM8416_MARK LOGO: WIDT
 DM8416_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8416+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2009
 DM8416
 DM8416  HISTORY     - Date     Condition        Report By
 DM8416  HISTORY     - 2006     MONUMENTED       WIDT
 DM8416  HISTORY     - 20090626 GOOD             WIDT
 DM8416
 DM8416                          STATION DESCRIPTION
 DM8416
 DM8416'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8416'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DM8416'HIGHWAY E NORTH APPROXIMATELY 4.3 MI (6.9 KM) WEST OF THE CITY OF
 DM8416'MEDFORD, GO NORTH ON COUNTY HIGHWAY E FOR 1.9 MI (3.1 KM) TO CENTER
 DM8416'AVENUE.  TURN LEFT AND GO WEST ON CENTER AVENUE FOR 1.0 MI (1.6 KM) TO
 DM8416'BROOK DRIVE LEFT.  TURN LEFT AND GO SOUTH ON BROOK DRIVE FOR 40 M
 DM8416'(131.2 FT) TO BRIDGE NUMBER 'B-60-77-98' OVER WASHINGTON CREEK AND THE
 DM8416'STATION ON THE RIGHT.
 DM8416'
 DM8416'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8416'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8416'THE EAST END OF THE NORTHWEST WING WALL APPROXIMATELY LEVEL WITH THE
 DM8416'ROAD PAVEMENT.
 DM8416'
 DM8416'THE STATION IS 4.2 M (13.8 FT) WEST OF THE CENTERLINE OF BROOK DRIVE,
 DM8416'42.5 M (139.4 FT) SOUTH OF THE CENTERLINE OF CENTER AVENUE AND 0.9 M
 DM8416'(3.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DM8416'
 DM8416'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8416'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8415 ***********************************************************************
 DM8415  DESIGNATION -  6F17
 DM8415  PID         -  DM8415
 DM8415  STATE/COUNTY-  WI/TAYLOR
 DM8415  COUNTRY     -  US
 DM8415  USGS QUAD   -  MEDFORD NW (2018)
 DM8415
 DM8415                         *CURRENT SURVEY CONTROL
 DM8415  ______________________________________________________________________
 DM8415* NAD 83(1986) POSITION- 45 10 30.9    (N) 090 26 00.4    (W)   HD_HELD2
 DM8415* NAVD 88 ORTHO HEIGHT -   417.732 (meters)     1370.51  (feet) ADJUSTED
 DM8415  ______________________________________________________________________
 DM8415  GEOID HEIGHT    -        -31.397 (meters)                     GEOID18
 DM8415  DYNAMIC HEIGHT  -        417.700 (meters)     1370.40  (feet) COMP
 DM8415  MODELED GRAVITY -    980,526.8   (mgal)                       NAVD 88
 DM8415
 DM8415  VERT ORDER      -  SECOND    CLASS I
 DM8415
 DM8415.The horizontal coordinates were established by autonomous hand held GPS
 DM8415.observations and have an estimated accuracy of +/- 10 meters.
 DM8415
 DM8415.The orthometric height was determined by differential leveling and
 DM8415.adjusted by the WI DEPT OF TRANSP
 DM8415.in May 2012.
 DM8415
 DM8415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8415.GEOID18 height accuracy estimate available here.
 DM8415
 DM8415.Click photographs - Photos may exist for this station.
 DM8415
 DM8415.The dynamic height is computed by dividing the NAVD 88
 DM8415.geopotential number by the normal gravity value computed on the
 DM8415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8415.degrees latitude (g = 980.6199 gals.).
 DM8415
 DM8415.The modeled gravity was interpolated from observed gravity values.
 DM8415
 DM8415;                    North         East    Units  Estimated Accuracy
 DM8415;SPC WI C     -   149,205.      565,930.      MT  (+/- 10 meters HH2 GPS)
 DM8415
 DM8415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0166505623(NAD 83)
 DM8415
 DM8415                          SUPERSEDED SURVEY CONTROL
 DM8415
 DM8415.No superseded survey control is available for this station.
 DM8415
 DM8415_MARKER: DD = SURVEY DISK
 DM8415_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8415_SP_SET: BRIDGE WING WALL
 DM8415_STAMPING: 6F17 2006
 DM8415_MARK LOGO: WIDT
 DM8415_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8415+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2009
 DM8415
 DM8415  HISTORY     - Date     Condition        Report By
 DM8415  HISTORY     - 2006     MONUMENTED       WIDT
 DM8415  HISTORY     - 20090626 GOOD             WIDT
 DM8415
 DM8415                          STATION DESCRIPTION
 DM8415
 DM8415'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8415'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DM8415'HIGHWAY E SOUTH APPROXIMATELY 6.4 MI (10.3 KM) NORTHWEST OF THE CITY
 DM8415'OF MEDFORD, GO SOUTH ON COUNTY HIGHWAY E FOR 1.0 MI (1.6 KM) TO
 DM8415'PERKINSTOWN AVENUE.  CONTINUE SOUTH ON COUNTY HIGHWAY E FOR 1.0 MI
 DM8415'(1.6 KM) TO BRIDGE NUMBER B-60-52-90 OVER WASHINGTON CREEK AND THE
 DM8415'STATION ON THE RIGHT.
 DM8415'
 DM8415'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8415'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8415'THE EAST END OF THE SOUTHWEST WING WALL LEVEL WITH THE HIGHWAY
 DM8415'PAVEMENT.
 DM8415'
 DM8415'THE STATION IS 4.9 M (16.1 FT) WEST OF THE CENTERLINE OF COUNTY
 DM8415'HIGHWAY E, 0.99 MI (1.6 KM) NORTH OF CENTER AVENUE, 10.0 M (32.8 FT)
 DM8415'WEST OF AN UNSTAMPED ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8415'DISK IN THE TOP OF THE SOUTHEAST WING WALL AND 2.2 M (7.2 FT) NORTH OF
 DM8415'A WHITE PLASTIC WITNESS POST.
 DM8415'
 DM8415'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8415'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8414 ***********************************************************************
 DM8414  DESIGNATION -  6F18
 DM8414  PID         -  DM8414
 DM8414  STATE/COUNTY-  WI/TAYLOR
 DM8414  COUNTRY     -  US
 DM8414  USGS QUAD   -  MEDFORD NW (2018)
 DM8414
 DM8414                         *CURRENT SURVEY CONTROL
 DM8414  ______________________________________________________________________
 DM8414* NAD 83(1986) POSITION- 45 11 59.8    (N) 090 25 59.2    (W)   HD_HELD2
 DM8414* NAVD 88 ORTHO HEIGHT -   441.571 (meters)     1448.72  (feet) ADJUSTED
 DM8414  ______________________________________________________________________
 DM8414  GEOID HEIGHT    -        -31.291 (meters)                     GEOID18
 DM8414  DYNAMIC HEIGHT  -        441.539 (meters)     1448.62  (feet) COMP
 DM8414  MODELED GRAVITY -    980,531.6   (mgal)                       NAVD 88
 DM8414
 DM8414  VERT ORDER      -  SECOND    CLASS I
 DM8414
 DM8414.The horizontal coordinates were established by autonomous hand held GPS
 DM8414.observations and have an estimated accuracy of +/- 10 meters.
 DM8414
 DM8414.The orthometric height was determined by differential leveling and
 DM8414.adjusted by the WI DEPT OF TRANSP
 DM8414.in May 2012.
 DM8414
 DM8414.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8414.GEOID18 height accuracy estimate available here.
 DM8414
 DM8414.Click photographs - Photos may exist for this station.
 DM8414
 DM8414.The dynamic height is computed by dividing the NAVD 88
 DM8414.geopotential number by the normal gravity value computed on the
 DM8414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8414.degrees latitude (g = 980.6199 gals.).
 DM8414
 DM8414.The modeled gravity was interpolated from observed gravity values.
 DM8414
 DM8414;                    North         East    Units  Estimated Accuracy
 DM8414;SPC WI C     -   151,949.      565,971.      MT  (+/- 10 meters HH2 GPS)
 DM8414
 DM8414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0160408367(NAD 83)
 DM8414
 DM8414                          SUPERSEDED SURVEY CONTROL
 DM8414
 DM8414.No superseded survey control is available for this station.
 DM8414
 DM8414_MARKER: DD = SURVEY DISK
 DM8414_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8414_SP_SET: BRIDGE WING WALL
 DM8414_STAMPING: 6F18 2006
 DM8414_MARK LOGO: WIDT
 DM8414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8414+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2009
 DM8414
 DM8414  HISTORY     - Date     Condition        Report By
 DM8414  HISTORY     - 2006     MONUMENTED       WIDT
 DM8414  HISTORY     - 20090626 GOOD             WIDT
 DM8414
 DM8414                          STATION DESCRIPTION
 DM8414
 DM8414'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8414'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DM8414'HIGHWAY E SOUTH APPROXIMATELY 6.4 MI (10.3 KM) NORTHWEST OF THE CITY
 DM8414'OF MEDFORD, GO SOUTH ON COUNTY HIGHWAY E FOR 0.29 MI (0.5 KM) TO A
 DM8414'BRIDGE OVER WASHINGTON CREEK AND THE STATION ON THE RIGHT.
 DM8414'
 DM8414'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8414'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DM8414'THE SOUTHWEST WING WALL APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DM8414'THE STATION IS 5.9 M (19.4 FT) WEST OF THE CENTERLINE OF COUNTY
 DM8414'HIGHWAY E, 127 M (416.7 FT) NORTH OF THE EXTENDED CENTERLINE OF CARA
 DM8414'LANE, 30.4 M (99.7 FT) SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 DM8414''N4685', 13.6 M (44.6 FT) SOUTHWEST OF AN UNSTAMPED ALUMINUM WISCONSIN
 DM8414'DEPARTMENT OF TRANSPORTATION DISK IN THE TOP OF THE SOUTHEAST WING
 DM8414'WALL AND 2.7 M (8.9 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DM8414'
 DM8414'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DM8414'QUADRANTS EXTENDING TO 40 DEGREES AND TREES IN THE SOUTH AND EAST
 DM8414'QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8412 ***********************************************************************
 DM8412  DESIGNATION -  6F19
 DM8412  PID         -  DM8412
 DM8412  STATE/COUNTY-  WI/TAYLOR
 DM8412  COUNTRY     -  US
 DM8412  USGS QUAD   -  MEDFORD NW (2018)
 DM8412
 DM8412                         *CURRENT SURVEY CONTROL
 DM8412  ______________________________________________________________________
 DM8412* NAD 83(1986) POSITION- 45 12 58.1    (N) 090 28 26.4    (W)   HD_HELD2
 DM8412* NAVD 88 ORTHO HEIGHT -   459.524 (meters)     1507.62  (feet) ADJUSTED
 DM8412  ______________________________________________________________________
 DM8412  GEOID HEIGHT    -        -31.155 (meters)                     GEOID18
 DM8412  DYNAMIC HEIGHT  -        459.494 (meters)     1507.52  (feet) COMP
 DM8412  MODELED GRAVITY -    980,535.5   (mgal)                       NAVD 88
 DM8412
 DM8412  VERT ORDER      -  SECOND    CLASS I
 DM8412
 DM8412.The horizontal coordinates were established by autonomous hand held GPS
 DM8412.observations and have an estimated accuracy of +/- 10 meters.
 DM8412
 DM8412.The orthometric height was determined by differential leveling and
 DM8412.adjusted by the WI DEPT OF TRANSP
 DM8412.in May 2012.
 DM8412
 DM8412.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8412.GEOID18 height accuracy estimate available here.
 DM8412
 DM8412.Click photographs - Photos may exist for this station.
 DM8412
 DM8412.The dynamic height is computed by dividing the NAVD 88
 DM8412.geopotential number by the normal gravity value computed on the
 DM8412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8412.degrees latitude (g = 980.6199 gals.).
 DM8412
 DM8412.The modeled gravity was interpolated from observed gravity values.
 DM8412
 DM8412;                    North         East    Units  Estimated Accuracy
 DM8412;SPC WI C     -   153,767.      562,769.      MT  (+/- 10 meters HH2 GPS)
 DM8412
 DM8412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9833710065(NAD 83)
 DM8412
 DM8412                          SUPERSEDED SURVEY CONTROL
 DM8412
 DM8412.No superseded survey control is available for this station.
 DM8412
 DM8412_MARKER: DD = SURVEY DISK
 DM8412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8412_STAMPING: 6F19 2006
 DM8412_MARK LOGO: WIDT
 DM8412_PROJECTION: FLUSH
 DM8412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8412+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2009
 DM8412
 DM8412  HISTORY     - Date     Condition        Report By
 DM8412  HISTORY     - 2005     MONUMENTED       WIDT
 DM8412  HISTORY     - 20090622 GOOD             WIDT
 DM8412
 DM8412                          STATION DESCRIPTION
 DM8412
 DM8412'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8412'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DM8412'HIGHWAY E NORTH AND MONDEAUX DRIVE APPROXIMATELY 8 MI (12.9 KM)
 DM8412'NORTHWEST OF THE CITY OF MEDFORD, GO NORTH ON COUNTY HIGHWAY E FOR
 DM8412'0.81 MI (1.3 KM) TO THE STATION ON THE LEFT.
 DM8412'
 DM8412'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8412'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8412'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8412'GROUND AND APPROXIMATELY 0.4 M (1.3 FT) LOWER THAN THE HIGHWAY
 DM8412'PAVEMENT.
 DM8412'
 DM8412'THE STATION IS 6.6 M (21.7 FT) WEST OF THE CENTERLINE OF COUNTY
 DM8412'HIGHWAY E, 0.16 MI (0.3 KM) SOUTH OF KEYES AVENUE, 60.0 M (196.9 FT)
 DM8412'SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE NUMBER 'N5143', 52.8 M
 DM8412'(173.2 FT) NORTH OF THE EXTENDED CENTERLINE OF A PRIVATE ENTRANCE,
 DM8412'48.5 M (159.1 FT) SOUTH-SOUTHWEST OF A 'CROSSROAD AHEAD' METAL SIGN
 DM8412'POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING
 DM8412'THE STATION.
 DM8412'
 DM8412'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8412'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8411 ***********************************************************************
 DM8411  DESIGNATION -  6F20
 DM8411  PID         -  DM8411
 DM8411  STATE/COUNTY-  WI/TAYLOR
 DM8411  COUNTRY     -  US
 DM8411  USGS QUAD   -  MEDFORD NW (2018)
 DM8411
 DM8411                         *CURRENT SURVEY CONTROL
 DM8411  ______________________________________________________________________
 DM8411* NAD 83(1986) POSITION- 45 14 53.9    (N) 090 28 23.4    (W)   HD_HELD2
 DM8411* NAVD 88 ORTHO HEIGHT -   443.030 (meters)     1453.51  (feet) ADJUSTED
 DM8411  ______________________________________________________________________
 DM8411  GEOID HEIGHT    -        -31.069 (meters)                     GEOID18
 DM8411  DYNAMIC HEIGHT  -        443.001 (meters)     1453.41  (feet) COMP
 DM8411  MODELED GRAVITY -    980,537.7   (mgal)                       NAVD 88
 DM8411
 DM8411  VERT ORDER      -  SECOND    CLASS I
 DM8411
 DM8411.The horizontal coordinates were established by autonomous hand held GPS
 DM8411.observations and have an estimated accuracy of +/- 10 meters.
 DM8411
 DM8411.The orthometric height was determined by differential leveling and
 DM8411.adjusted by the WI DEPT OF TRANSP
 DM8411.in May 2012.
 DM8411
 DM8411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8411.GEOID18 height accuracy estimate available here.
 DM8411
 DM8411.Click photographs - Photos may exist for this station.
 DM8411
 DM8411.The dynamic height is computed by dividing the NAVD 88
 DM8411.geopotential number by the normal gravity value computed on the
 DM8411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8411.degrees latitude (g = 980.6199 gals.).
 DM8411
 DM8411.The modeled gravity was interpolated from observed gravity values.
 DM8411
 DM8411;                    North         East    Units  Estimated Accuracy
 DM8411;SPC WI C     -   157,341.      562,855.      MT  (+/- 10 meters HH2 GPS)
 DM8411
 DM8411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9829013640(NAD 83)
 DM8411
 DM8411                          SUPERSEDED SURVEY CONTROL
 DM8411
 DM8411.No superseded survey control is available for this station.
 DM8411
 DM8411_MARKER: DD = SURVEY DISK
 DM8411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8411_STAMPING: 6F20 2006
 DM8411_MARK LOGO: WIDT
 DM8411_PROJECTION: FLUSH
 DM8411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8411+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2009
 DM8411
 DM8411  HISTORY     - Date     Condition        Report By
 DM8411  HISTORY     - 2005     MONUMENTED       WIDT
 DM8411  HISTORY     - 20090622 GOOD             WIDT
 DM8411
 DM8411                          STATION DESCRIPTION
 DM8411
 DM8411'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8411'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DM8411'HIGHWAY E NORTH AND MONDEAUX DRIVE APPROXIMATELY 8 MI (12.9 KM)
 DM8411'NORTHWEST OF THE CITY OF MEDFORD, GO NORTH ON COUNTY HIGHWAY E FOR 3.0
 DM8411'MI (4.8 KM) TO FOREST ROAD 103 EAST AND FOREST ROAD 567 WEST.
 DM8411'CONTINUE NORTH ON COUNTY HIGHWAY E FOR 0.05 MI (0.1 KM) TO THE STATION
 DM8411'ON THE RIGHT.
 DM8411'
 DM8411'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8411'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8411'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8411'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DM8411'PAVEMENT.
 DM8411'
 DM8411'THE STATION IS 10.4 M (34.1 FT) EAST OF THE CENTERLINE OF COUNTY
 DM8411'HIGHWAY E, 2.9 MI (4.7 KM) SOUTH OF FOREST ROAD 102, 80.4 M (263.8 FT)
 DM8411'NORTH OF A WOOD 'CHEQUAMEGON NATIONAL FOREST' SIGN, 41.6 M (136.5 FT)
 DM8411'NORTH OF THE CENTERLINE OF A WOODS ROAD, 34.1 M (111.9 FT) SOUTH OF
 DM8411'THE CENTERLINE OF A WOODS ROAD, 6.9 M (22.6 FT) WEST OF A TREE LINE
 DM8411'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DM8411'STATION.
 DM8411'
 DM8411'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DM8411'QUADRANTS EXTENDING TO 60 DEGREES AND TREES IN THE WEST QUADRANTS
 DM8411'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8451 ***********************************************************************
 DM8451  DESIGNATION -  6F46
 DM8451  PID         -  DM8451
 DM8451  STATE/COUNTY-  WI/TAYLOR
 DM8451  COUNTRY     -  US
 DM8451  USGS QUAD   -  RIB LAKE (2018)
 DM8451
 DM8451                         *CURRENT SURVEY CONTROL
 DM8451  ______________________________________________________________________
 DM8451* NAD 83(1986) POSITION- 45 15 57.6    (N) 090 07 36.4    (W)   HD_HELD2
 DM8451* NAVD 88 ORTHO HEIGHT -   452.475 (meters)     1484.50  (feet) ADJUSTED
 DM8451  ______________________________________________________________________
 DM8451  GEOID HEIGHT    -        -31.737 (meters)                     GEOID18
 DM8451  DYNAMIC HEIGHT  -        452.439 (meters)     1484.38  (feet) COMP
 DM8451  MODELED GRAVITY -    980,522.5   (mgal)                       NAVD 88
 DM8451
 DM8451  VERT ORDER      -  SECOND    CLASS I
 DM8451
 DM8451.The horizontal coordinates were established by autonomous hand held GPS
 DM8451.observations and have an estimated accuracy of +/- 10 meters.
 DM8451
 DM8451.The orthometric height was determined by differential leveling and
 DM8451.adjusted by the WI DEPT OF TRANSP
 DM8451.in May 2012.
 DM8451
 DM8451.No vertical observational check was made to the station.
 DM8451
 DM8451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8451.GEOID18 height accuracy estimate available here.
 DM8451
 DM8451.Click photographs - Photos may exist for this station.
 DM8451
 DM8451.The dynamic height is computed by dividing the NAVD 88
 DM8451.geopotential number by the normal gravity value computed on the
 DM8451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8451.degrees latitude (g = 980.6199 gals.).
 DM8451
 DM8451.The modeled gravity was interpolated from observed gravity values.
 DM8451
 DM8451;                    North         East    Units  Estimated Accuracy
 DM8451;SPC WI C     -   159,207.      590,051.      MT  (+/- 10 meters HH2 GPS)
 DM8451
 DM8451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2540216516(NAD 83)
 DM8451
 DM8451                          SUPERSEDED SURVEY CONTROL
 DM8451
 DM8451.No superseded survey control is available for this station.
 DM8451
 DM8451_MARKER: DD = SURVEY DISK
 DM8451_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8451_SP_SET: BRIDGE ABUTMENT
 DM8451_STAMPING: 6F46 2006
 DM8451_MARK LOGO: WIDT
 DM8451_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8451+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2009
 DM8451
 DM8451  HISTORY     - Date     Condition        Report By
 DM8451  HISTORY     - 1986     MONUMENTED       WIDT
 DM8451  HISTORY     - 20090601 GOOD             WIDT
 DM8451
 DM8451                          STATION DESCRIPTION
 DM8451
 DM8451'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8451'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DM8451'HIGHWAY C APPROXIMATELY 10 MI (16.1 KM) NORTHEAST OF THE CITY OF
 DM8451'MEDFORD, GO NORTH ON COUNTY HIGHWAY C FOR 3.0 MI (4.8 KM) TO TROUT
 DM8451'AVENUE (EAST) RIGHT.  TURN RIGHT AND GO EAST ON TROUT AVENUE FOR 1.95
 DM8451'MI (3.1 KM) TO BRIDGE NUMBER 'B-60-43-86' OVER WOOD CREEK AND THE
 DM8451'STATION ON THE RIGHT.
 DM8451'
 DM8451'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8451'SURVEY DISK SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF
 DM8451'THE BRIDGE, APPROXIMATELY LEVEL WITH THE ROAD GRADE.
 DM8451'
 DM8451'THE STATION IS 4 M (13.1 FT) SOUTH OF THE CENTER OF TROUT AVENUE AND
 DM8451'1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8426 ***********************************************************************
 DM8426  DESIGNATION -  6F47
 DM8426  PID         -  DM8426
 DM8426  STATE/COUNTY-  WI/TAYLOR
 DM8426  COUNTRY     -  US
 DM8426  USGS QUAD   -  RIB RIVER LOOKOUT TOWER (2018)
 DM8426
 DM8426                         *CURRENT SURVEY CONTROL
 DM8426  ______________________________________________________________________
 DM8426* NAD 83(1986) POSITION- 45 14 15.1    (N) 090 07 55.3    (W)   HD_HELD2
 DM8426* NAVD 88 ORTHO HEIGHT -   443.391 (meters)     1454.69  (feet) ADJUSTED
 DM8426  ______________________________________________________________________
 DM8426  GEOID HEIGHT    -        -31.831 (meters)                     GEOID18
 DM8426  DYNAMIC HEIGHT  -        443.354 (meters)     1454.57  (feet) COMP
 DM8426  MODELED GRAVITY -    980,520.2   (mgal)                       NAVD 88
 DM8426
 DM8426  VERT ORDER      -  SECOND    CLASS I
 DM8426
 DM8426.The horizontal coordinates were established by autonomous hand held GPS
 DM8426.observations and have an estimated accuracy of +/- 10 meters.
 DM8426
 DM8426.The orthometric height was determined by differential leveling and
 DM8426.adjusted by the WI DEPT OF TRANSP
 DM8426.in May 2012.
 DM8426
 DM8426.No vertical observational check was made to the station.
 DM8426
 DM8426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8426.GEOID18 height accuracy estimate available here.
 DM8426
 DM8426.Click photographs - Photos may exist for this station.
 DM8426
 DM8426.The dynamic height is computed by dividing the NAVD 88
 DM8426.geopotential number by the normal gravity value computed on the
 DM8426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8426.degrees latitude (g = 980.6199 gals.).
 DM8426
 DM8426.The modeled gravity was interpolated from observed gravity values.
 DM8426
 DM8426;                    North         East    Units  Estimated Accuracy
 DM8426;SPC WI C     -   156,044.      589,634.      MT  (+/- 10 meters HH2 GPS)
 DM8426
 DM8426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2510313339(NAD 83)
 DM8426
 DM8426                          SUPERSEDED SURVEY CONTROL
 DM8426
 DM8426.No superseded survey control is available for this station.
 DM8426
 DM8426_MARKER: DD = SURVEY DISK
 DM8426_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8426_SP_SET: BRIDGE ABUTMENT
 DM8426_STAMPING: 6F47 2006
 DM8426_MARK LOGO: WIDT
 DM8426_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8426+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2009
 DM8426
 DM8426  HISTORY     - Date     Condition        Report By
 DM8426  HISTORY     - 1995     MONUMENTED       WIDT
 DM8426  HISTORY     - 20090601 GOOD             WIDT
 DM8426
 DM8426                          STATION DESCRIPTION
 DM8426
 DM8426'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8426'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DM8426'HIGHWAY C APPROXIMATELY 10 MI (16.1 KM) NORTHEAST OF THE CITY OF
 DM8426'MEDFORD, GO NORTH ON COUNTY HIGHWAY C FOR 1.0 MI (1.6 KM) TO TOWER
 DM8426'AVENUE.  TURN RIGHT AND GO EAST ON TOWER AVENUE FOR 1.75 MI (2.8 KM)
 DM8426'TO BRIDGE NUMBER 'B-60-73-95' OVER THE BIG RIB RIVER AND THE STATION
 DM8426'ON THE RIGHT.
 DM8426'
 DM8426'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8426'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DM8426'OF THE EAST ABUTMENT OF THE BRIDGE, APPROXIMATELY LEVEL WITH THE ROAD
 DM8426'GRADE.
 DM8426'
 DM8426'THE STATION IS ABOUT 4 M (13.1 FT) SOUTH OF THE CENTER OF TOWER AVENUE
 DM8426'AND 0.25 MI (0.4 KM) WEST OF RIVER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8390 ***********************************************************************
 DM8390  DESIGNATION -  6F48
 DM8390  PID         -  DM8390
 DM8390  STATE/COUNTY-  WI/TAYLOR
 DM8390  COUNTRY     -  US
 DM8390  USGS QUAD   -  WOOD LAKE (2018)
 DM8390
 DM8390                         *CURRENT SURVEY CONTROL
 DM8390  ______________________________________________________________________
 DM8390* NAD 83(1986) POSITION- 45 20 18.78   (N) 090 06 31.81   (W)   HD_HELD1
 DM8390* NAVD 88 ORTHO HEIGHT -   500.179 (meters)     1641.00  (feet) ADJUSTED
 DM8390  ______________________________________________________________________
 DM8390  GEOID HEIGHT    -        -31.518 (meters)                     GEOID18
 DM8390  DYNAMIC HEIGHT  -        500.139 (meters)     1640.87  (feet) COMP
 DM8390  MODELED GRAVITY -    980,519.2   (mgal)                       NAVD 88
 DM8390
 DM8390  VERT ORDER      -  SECOND    CLASS I
 DM8390
 DM8390.The horizontal coordinates were determined by differentially corrected
 DM8390.hand held GPS observations or other comparable positioning techniques
 DM8390.and have an estimated accuracy of +/- 3 meters.
 DM8390
 DM8390.The orthometric height was determined by differential leveling and
 DM8390.adjusted by the WI DEPT OF TRANSP
 DM8390.in May 2012.
 DM8390
 DM8390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8390.GEOID18 height accuracy estimate available here.
 DM8390
 DM8390.Click photographs - Photos may exist for this station.
 DM8390
 DM8390.The dynamic height is computed by dividing the NAVD 88
 DM8390.geopotential number by the normal gravity value computed on the
 DM8390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8390.degrees latitude (g = 980.6199 gals.).
 DM8390
 DM8390.The modeled gravity was interpolated from observed gravity values.
 DM8390
 DM8390;                    North         East    Units  Estimated Accuracy
 DM8390;SPC WI C     -   167,267.9     591,469.5     MT  (+/- 3 meters HH1 GPS) 
 DM8390
 DM8390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2652124626(NAD 83)
 DM8390
 DM8390                          SUPERSEDED SURVEY CONTROL
 DM8390
 DM8390.No superseded survey control is available for this station.
 DM8390
 DM8390_MARKER: DD = SURVEY DISK
 DM8390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8390_STAMPING: 6F48 2006
 DM8390_MARK LOGO: WIDT
 DM8390_PROJECTION: FLUSH
 DM8390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8390+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 DM8390
 DM8390  HISTORY     - Date     Condition        Report By
 DM8390  HISTORY     - 2005     MONUMENTED       WIDT
 DM8390  HISTORY     - 20090624 GOOD             WIDT
 DM8390
 DM8390                          STATION DESCRIPTION
 DM8390
 DM8390'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102 WITH
 DM8390'COUNTY HIGHWAY C APPROXIMATELY 2 MI (3.2 KM) EAST OF THE VILLAGE OF
 DM8390'RIB LAKE, GO EAST AND NORTH ON STATE HIGHWAY 102 FOR 1.9 MI (3.1 KM)
 DM8390'TO WOOD LAKE AVENUE.  TURN RIGHT AND GO EAST ON WOOD LAKE AVENUE FOR
 DM8390'1.0 MI (1.6 KM) TO BLANK ROAD.  CONTINUE EAST ON WOOD LAKE AVENUE FOR
 DM8390'0.87 MI (1.4 KM) TO THE STATION ON THE LEFT.
 DM8390'
 DM8390'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8390'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DM8390'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8390'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DM8390'
 DM8390'THE STATION IS 10.4 M (34.1 FT) NORTH OF THE CENTERLINE OF WOOD LAKE
 DM8390'AVENUE, 51.7 M (169.6 FT) WEST OF THE EXTENDED CENTERLINE OF FRANZ
 DM8390'DRIVE, 20.4 M (66.9 FT) WEST OF THE CENTERLINE OF PRIVATE ENTRANCE
 DM8390'NUMBER 'W1212', 13.2 M (43.3 FT) WEST OF THE EXTENDED CENTERLINE OF
 DM8390'PRIVATE ENTRANCE NUMBER 'W1217' AND IS 1 M (3.3 FT) FROM THREE WHITE
 DM8390'PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8390'
 DM8390'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8390'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8389 ***********************************************************************
 DM8389  DESIGNATION -  6F49
 DM8389  PID         -  DM8389
 DM8389  STATE/COUNTY-  WI/TAYLOR
 DM8389  COUNTRY     -  US
 DM8389  USGS QUAD   -  RIB LAKE (2018)
 DM8389
 DM8389                         *CURRENT SURVEY CONTROL
 DM8389  ______________________________________________________________________
 DM8389* NAD 83(1986) POSITION- 45 20 16.21   (N) 090 08 41.31   (W)   HD_HELD1
 DM8389* NAVD 88 ORTHO HEIGHT -   493.443 (meters)     1618.90  (feet) ADJUSTED
 DM8389  ______________________________________________________________________
 DM8389  GEOID HEIGHT    -        -31.437 (meters)                     GEOID18
 DM8389  DYNAMIC HEIGHT  -        493.403 (meters)     1618.77  (feet) COMP
 DM8389  MODELED GRAVITY -    980,519.6   (mgal)                       NAVD 88
 DM8389
 DM8389  VERT ORDER      -  SECOND    CLASS I
 DM8389
 DM8389.The horizontal coordinates were determined by differentially corrected
 DM8389.hand held GPS observations or other comparable positioning techniques
 DM8389.and have an estimated accuracy of +/- 3 meters.
 DM8389
 DM8389.The orthometric height was determined by differential leveling and
 DM8389.adjusted by the WI DEPT OF TRANSP
 DM8389.in May 2012.
 DM8389
 DM8389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8389.GEOID18 height accuracy estimate available here.
 DM8389
 DM8389.Click photographs - Photos may exist for this station.
 DM8389
 DM8389.The dynamic height is computed by dividing the NAVD 88
 DM8389.geopotential number by the normal gravity value computed on the
 DM8389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8389.degrees latitude (g = 980.6199 gals.).
 DM8389
 DM8389.The modeled gravity was interpolated from observed gravity values.
 DM8389
 DM8389;                    North         East    Units  Estimated Accuracy
 DM8389;SPC WI C     -   167,193.0     588,649.9     MT  (+/- 3 meters HH1 GPS) 
 DM8389
 DM8389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2370524446(NAD 83)
 DM8389
 DM8389                          SUPERSEDED SURVEY CONTROL
 DM8389
 DM8389.No superseded survey control is available for this station.
 DM8389
 DM8389_MARKER: DD = SURVEY DISK
 DM8389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8389_STAMPING: 6F49 2006
 DM8389_MARK LOGO: WIDT
 DM8389_PROJECTION: FLUSH
 DM8389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8389+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 DM8389
 DM8389  HISTORY     - Date     Condition        Report By
 DM8389  HISTORY     - 2005     MONUMENTED       WIDT
 DM8389  HISTORY     - 20090810 GOOD             WIDT
 DM8389
 DM8389                          STATION DESCRIPTION
 DM8389
 DM8389'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8389'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102 WITH
 DM8389'COUNTY HIGHWAY C APPROXIMATELY 2 MI (3.2 KM) EAST OF THE VILLAGE OF
 DM8389'RIB LAKE, GO EAST AND NORTH ON STATE HIGHWAY 102 FOR 1.9 MI (3.1 KM)
 DM8389'TO WOOD LAKE AVENUE.  TURN RIGHT AND GO EAST ON WOOD LAKE AVENUE FOR
 DM8389'0.14 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DM8389'
 DM8389'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8389'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DM8389'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8389'GROUND AND APPROXIMATELY 0.8 M (2.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DM8389'
 DM8389'THE STATION IS 7.2 M (23.6 FT) NORTH OF THE CENTERLINE OF WOOD LAKE
 DM8389'AVENUE, 0.34 MI (0.5 KM) WEST OF MAPLE DRIVE, 60 M (196.9 FT)
 DM8389'EAST-NORTHEAST OF A POWER POLE, 54 M (177.2 FT) WEST-NORTHWEST OF A
 DM8389'POWER POLE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DM8389'SURROUNDING THE STATION.
 DM8389'
 DM8389'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8389'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8387 ***********************************************************************
 DM8387  DESIGNATION -  6F50
 DM8387  PID         -  DM8387
 DM8387  STATE/COUNTY-  WI/TAYLOR
 DM8387  COUNTRY     -  US
 DM8387  USGS QUAD   -  RIB LAKE (2018)
 DM8387
 DM8387                         *CURRENT SURVEY CONTROL
 DM8387  ______________________________________________________________________
 DM8387* NAD 83(1986) POSITION- 45 22 05.9    (N) 090 08 02.2    (W)   HD_HELD2
 DM8387* NAVD 88 ORTHO HEIGHT -   499.167 (meters)     1637.68  (feet) ADJUSTED
 DM8387  ______________________________________________________________________
 DM8387  GEOID HEIGHT    -        -31.349 (meters)                     GEOID18
 DM8387  DYNAMIC HEIGHT  -        499.127 (meters)     1637.55  (feet) COMP
 DM8387  MODELED GRAVITY -    980,521.6   (mgal)                       NAVD 88
 DM8387
 DM8387  VERT ORDER      -  SECOND    CLASS I
 DM8387
 DM8387.The horizontal coordinates were established by autonomous hand held GPS
 DM8387.observations and have an estimated accuracy of +/- 10 meters.
 DM8387
 DM8387.The orthometric height was determined by differential leveling and
 DM8387.adjusted by the WI DEPT OF TRANSP
 DM8387.in May 2012.
 DM8387
 DM8387.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8387.GEOID18 height accuracy estimate available here.
 DM8387
 DM8387.Click photographs - Photos may exist for this station.
 DM8387
 DM8387.The dynamic height is computed by dividing the NAVD 88
 DM8387.geopotential number by the normal gravity value computed on the
 DM8387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8387.degrees latitude (g = 980.6199 gals.).
 DM8387
 DM8387.The modeled gravity was interpolated from observed gravity values.
 DM8387
 DM8387;                    North         East    Units  Estimated Accuracy
 DM8387;SPC WI C     -   170,578.      589,507.      MT  (+/- 10 meters HH2 GPS)
 DM8387
 DM8387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2443627862(NAD 83)
 DM8387
 DM8387                          SUPERSEDED SURVEY CONTROL
 DM8387
 DM8387.No superseded survey control is available for this station.
 DM8387
 DM8387_MARKER: DD = SURVEY DISK
 DM8387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8387_STAMPING: 6F50 2006
 DM8387_MARK LOGO: WIDT
 DM8387_PROJECTION: FLUSH
 DM8387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8387+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2009
 DM8387
 DM8387  HISTORY     - Date     Condition        Report By
 DM8387  HISTORY     - 2005     MONUMENTED       WIDT
 DM8387  HISTORY     - 20090706 GOOD             WIDT
 DM8387
 DM8387                          STATION DESCRIPTION
 DM8387
 DM8387'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8387'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102 WITH
 DM8387'COUNTY HIGHWAY C APPROXIMATELY 2 MI (3.2 KM) EAST OF THE VILLAGE OF
 DM8387'RIB LAKE, GO EAST AND NORTH ON STATE HIGHWAY 102 FOR 4.0 MI (6.4 KM)
 DM8387'TO THE NORTH END OF BERRY AVENUE.  TURN SHARP RIGHT AND GO SOUTH ON
 DM8387'BERRY AVENUE FOR 0.35 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DM8387'
 DM8387'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8387'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DM8387'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8387'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD PAVEMENT.
 DM8387'
 DM8387'THE STATION IS 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF BERRY AVENUE,
 DM8387'0.19 MI (0.3 KM) SOUTH OF LEITZ LANE, 80 M (262.5 FT) NORTH OF PRIVATE
 DM8387'ENTRANCE NUMBER 'W1755', 38.9 M (127.6 FT) SOUTHEAST OF A POWER POLE,
 DM8387'17.0 M (55.8 FT) NORTH OF A 9 CM (4 INCH) DIAMETER BY 1.9 M (6.2 FT)
 DM8387'HIGH IRON PIPE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DM8387'SURROUNDING THE STATION.
 DM8387'
 DM8387'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8387'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8386 ***********************************************************************
 DM8386  DESIGNATION -  6F51
 DM8386  PID         -  DM8386
 DM8386  STATE/COUNTY-  WI/PRICE
 DM8386  COUNTRY     -  US
 DM8386  USGS QUAD   -  TIMMS HILL (2018)
 DM8386
 DM8386                         *CURRENT SURVEY CONTROL
 DM8386  ______________________________________________________________________
 DM8386* NAD 83(1986) POSITION- 45 23 19.1    (N) 090 08 07.6    (W)   HD_HELD2
 DM8386* NAVD 88 ORTHO HEIGHT -   511.127 (meters)     1676.92  (feet) ADJUSTED
 DM8386  ______________________________________________________________________
 DM8386  GEOID HEIGHT    -        -31.272 (meters)                     GEOID18
 DM8386  DYNAMIC HEIGHT  -        511.088 (meters)     1676.79  (feet) COMP
 DM8386  MODELED GRAVITY -    980,524.0   (mgal)                       NAVD 88
 DM8386
 DM8386  VERT ORDER      -  SECOND    CLASS I
 DM8386
 DM8386.The horizontal coordinates were established by autonomous hand held GPS
 DM8386.observations and have an estimated accuracy of +/- 10 meters.
 DM8386
 DM8386.The orthometric height was determined by differential leveling and
 DM8386.adjusted by the WI DEPT OF TRANSP
 DM8386.in May 2012.
 DM8386
 DM8386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8386.GEOID18 height accuracy estimate available here.
 DM8386
 DM8386.Click photographs - Photos may exist for this station.
 DM8386
 DM8386.The dynamic height is computed by dividing the NAVD 88
 DM8386.geopotential number by the normal gravity value computed on the
 DM8386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8386.degrees latitude (g = 980.6199 gals.).
 DM8386
 DM8386.The modeled gravity was interpolated from observed gravity values.
 DM8386
 DM8386;                    North         East    Units  Estimated Accuracy
 DM8386;SPC WI N     -    24,680.      589,393.      MT  (+/- 10 meters HH2 GPS)
 DM8386
 DM8386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2423830116(NAD 83)
 DM8386
 DM8386                          SUPERSEDED SURVEY CONTROL
 DM8386
 DM8386.No superseded survey control is available for this station.
 DM8386
 DM8386_MARKER: DD = SURVEY DISK
 DM8386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8386_STAMPING: 6F51 2006
 DM8386_MARK LOGO: WIDT
 DM8386_PROJECTION: FLUSH
 DM8386_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8386+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2014
 DM8386
 DM8386  HISTORY     - Date     Condition        Report By
 DM8386  HISTORY     - 2005     MONUMENTED       WIDT
 DM8386  HISTORY     - 20090706 GOOD             WIDT
 DM8386  HISTORY     - 20140708 GOOD             MSA
 DM8386
 DM8386                          STATION DESCRIPTION
 DM8386
 DM8386'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8386'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102 NORTH WITH
 DM8386'COUNTY HIGHWAY YY EAST APPROXIMATELY 3 MI (4.8 KM) SOUTH OF THE
 DM8386'COMMUNITY OF SPIRIT, GO WEST ON STATE HIGHWAY 102 AND COUNTY HIGHWAY
 DM8386'YY FOR 1.0 MI (1.6 KM) TO STATE HIGHWAY 102 CURVING LEFT AND COUNTY
 DM8386'HIGHWAY YY AHEAD, CURVE LEFT AND GO SOUTH ON STATE HIGHWAY 102 FOR 1.0
 DM8386'MI (1.6 KM) TO FOREST DRIVE.  CONTINUE SOUTH ON STATE HIGHWAY 102 FOR
 DM8386'0.57 MI (0.9 KM) TO THE STATION ON THE LEFT AT THE NORTHWEST CORNER OF
 DM8386'A CLEARING.
 DM8386'
 DM8386'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8386'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DM8386'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 10 CM (4
 DM8386'INCHES) BELOW GROUND LEVEL AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DM8386'PAVEMENT.
 DM8386'
 DM8386'THE STATION IS 10.3 M (33.8 FT) EAST OF THE CENTERLINE OF STATE
 DM8386'HIGHWAY 102, 0.5 MI (0.8 KM) NORTH OF COUNTY LINE ROAD, 0.28 MI (0.5
 DM8386'KM) NORTH OF LITTLE SPIRIT DRIVE, 103 M (337.9 FT) SOUTH OF A BLACK
 DM8386'PLASTIC CULVERT PIPE, 36.7 M (120.4 FT) NORTHEAST OF A 'REDUCE SPEED
 DM8386'AHEAD 40 MPH' WOODEN SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE
 DM8386'PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8386'
 DM8386'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DM8386'EXTENDING TO 70 DEGREES, TREES IN THE WEST QUADRANTS EXTENDING TO 40
 DM8386'DEGREES AND TREES IN THE SOUTH QUADRANTS EXTENDING TO 25 DEGREES ABOVE
 DM8386'THE HORIZON.
 DM8386
 DM8386                          STATION RECOVERY (2014)
 DM8386
 DM8386'RECOVERY NOTE BY MSA PROFESSIONAL SERVICES 2014 (JEA)
 DM8386'RECOVERED AS DESCRIBED.  NOTE MARK IS 10 FT (3.0 M) NORTH OF A GRAVEL
 DM8386'PARKING AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8384 ***********************************************************************
 DM8384  DESIGNATION -  6F52
 DM8384  PID         -  DM8384
 DM8384  STATE/COUNTY-  WI/PRICE
 DM8384  COUNTRY     -  US
 DM8384  USGS QUAD   -  SPIRIT (2018)
 DM8384
 DM8384                         *CURRENT SURVEY CONTROL
 DM8384  ______________________________________________________________________
 DM8384* NAD 83(1986) POSITION- 45 24 41.2    (N) 090 06 09.8    (W)   HD_HELD2
 DM8384* NAVD 88 ORTHO HEIGHT -   502.802 (meters)     1649.61  (feet) ADJUSTED
 DM8384  ______________________________________________________________________
 DM8384  GEOID HEIGHT    -        -31.272 (meters)                     GEOID18
 DM8384  DYNAMIC HEIGHT  -        502.766 (meters)     1649.49  (feet) COMP
 DM8384  MODELED GRAVITY -    980,528.0   (mgal)                       NAVD 88
 DM8384
 DM8384  VERT ORDER      -  SECOND    CLASS I
 DM8384
 DM8384.The horizontal coordinates were established by autonomous hand held GPS
 DM8384.observations and have an estimated accuracy of +/- 10 meters.
 DM8384
 DM8384.The orthometric height was determined by differential leveling and
 DM8384.adjusted by the WI DEPT OF TRANSP
 DM8384.in May 2012.
 DM8384
 DM8384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8384.GEOID18 height accuracy estimate available here.
 DM8384
 DM8384.Click photographs - Photos may exist for this station.
 DM8384
 DM8384.The dynamic height is computed by dividing the NAVD 88
 DM8384.geopotential number by the normal gravity value computed on the
 DM8384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8384.degrees latitude (g = 980.6199 gals.).
 DM8384
 DM8384.The modeled gravity was interpolated from observed gravity values.
 DM8384
 DM8384;                    North         East    Units  Estimated Accuracy
 DM8384;SPC WI N     -    27,211.      591,959.      MT  (+/- 10 meters HH2 GPS)
 DM8384
 DM8384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2670832742(NAD 83)
 DM8384
 DM8384                          SUPERSEDED SURVEY CONTROL
 DM8384
 DM8384.No superseded survey control is available for this station.
 DM8384
 DM8384_MARKER: DD = SURVEY DISK
 DM8384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8384_STAMPING: 6F52 2006
 DM8384_MARK LOGO: WIDT
 DM8384_PROJECTION: RECESSED 5 CENTIMETERS
 DM8384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8384+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 DM8384
 DM8384  HISTORY     - Date     Condition        Report By
 DM8384  HISTORY     - 2005     MONUMENTED       WIDT
 DM8384  HISTORY     - 20090708 GOOD             WIDT
 DM8384
 DM8384                          STATION DESCRIPTION
 DM8384
 DM8384'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8384'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102 NORTH WITH
 DM8384'COUNTY HIGHWAY YY EAST APPROXIMATELY 3 MI (4.8 KM) SOUTH OF THE
 DM8384'COMMUNITY OF SPIRIT, GO EAST ON COUNTY HIGHWAY YY FOR 0.5 MI (0.8 KM)
 DM8384'TO PINE TREE LANE LEFT AND JAHN ROAD RIGHT.  CONTINUE EAST ON COUNTY
 DM8384'HIGHWAY YY FOR 0.08 MI (0.1 KM) TO THE TOP OF A HILL AND THE STATION
 DM8384'ON THE LEFT.
 DM8384'
 DM8384'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8384'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DM8384'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 5 CM (2
 DM8384'INCHES) BELOW GROUND LEVEL AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN
 DM8384'THE HIGHWAY PAVEMENT.
 DM8384'
 DM8384'THE STATION IS 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF COUNTY
 DM8384'HIGHWAY YY, 0.89 MI (1.4 KM) WEST OF GERMAN SETTLEMENT ROAD, 35.0 M
 DM8384'(114.8 FT) NORTHWEST OF A POWER POLE, 32.7 M (107.3 FT) NORTHEAST OF A
 DM8384'POWER POLE, 23.2 M (76.1 FT) WEST OF THE CENTERLINE OF A FIELD
 DM8384'ENTRANCE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DM8384'SURROUNDING THE STATION.
 DM8384'
 DM8384'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8384'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8382 ***********************************************************************
 DM8382  DESIGNATION -  6F53
 DM8382  PID         -  DM8382
 DM8382  STATE/COUNTY-  WI/LINCOLN
 DM8382  COUNTRY     -  US
 DM8382  USGS QUAD   -  SPIRIT (2018)
 DM8382
 DM8382                         *CURRENT SURVEY CONTROL
 DM8382  ______________________________________________________________________
 DM8382* NAD 83(1986) POSITION- 45 25 25.83   (N) 090 02 32.57   (W)   HD_HELD1
 DM8382* NAVD 88 ORTHO HEIGHT -   467.988 (meters)     1535.39  (feet) ADJUSTED
 DM8382  ______________________________________________________________________
 DM8382  GEOID HEIGHT    -        -31.387 (meters)                     GEOID18
 DM8382  DYNAMIC HEIGHT  -        467.956 (meters)     1535.29  (feet) COMP
 DM8382  MODELED GRAVITY -    980,533.2   (mgal)                       NAVD 88
 DM8382
 DM8382  VERT ORDER      -  SECOND    CLASS I
 DM8382
 DM8382.The horizontal coordinates were determined by differentially corrected
 DM8382.hand held GPS observations or other comparable positioning techniques
 DM8382.and have an estimated accuracy of +/- 3 meters.
 DM8382
 DM8382.The orthometric height was determined by differential leveling and
 DM8382.adjusted by the WI DEPT OF TRANSP
 DM8382.in May 2012.
 DM8382
 DM8382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8382.GEOID18 height accuracy estimate available here.
 DM8382
 DM8382.Click photographs - Photos may exist for this station.
 DM8382
 DM8382.The dynamic height is computed by dividing the NAVD 88
 DM8382.geopotential number by the normal gravity value computed on the
 DM8382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8382.degrees latitude (g = 980.6199 gals.).
 DM8382
 DM8382.The modeled gravity was interpolated from observed gravity values.
 DM8382
 DM8382;                    North         East    Units  Estimated Accuracy
 DM8382;SPC WI C     -   176,742.1     596,683.2     MT  (+/- 3 meters HH1 GPS) 
 DM8382
 DM8382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3137934291(NAD 83)
 DM8382
 DM8382                          SUPERSEDED SURVEY CONTROL
 DM8382
 DM8382.No superseded survey control is available for this station.
 DM8382
 DM8382_MARKER: DD = SURVEY DISK
 DM8382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8382_STAMPING: 6F53 2006
 DM8382_MARK LOGO: WIDT
 DM8382_PROJECTION: RECESSED 10 CENTIMETERS
 DM8382_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8382+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 DM8382
 DM8382  HISTORY     - Date     Condition        Report By
 DM8382  HISTORY     - 2005     MONUMENTED       WIDT
 DM8382  HISTORY     - 20090708 GOOD             WIDT
 DM8382
 DM8382                          STATION DESCRIPTION
 DM8382
 DM8382'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8382'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 86 WITH COUNTY
 DM8382'HIGHWAY YY APPROXIMATELY 3.5 MI (5.6 KM) EAST OF THE COMMUNITY OF
 DM8382'SPIRIT, GO SOUTH ON COUNTY HIGHWAY YY FOR 1.9 MI (3.1 KM) TO BALL PARK
 DM8382'ROAD.  CONTINUE SOUTH ON COUNTY HIGHWAY YY FOR 0.15 MI (0.2 KM) TO THE
 DM8382'STATION ON THE LEFT.
 DM8382'
 DM8382'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8382'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DM8382'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 10 CM (4
 DM8382'INCHES) BELOW GROUND LEVEL AND APPROXIMATELY 0.7 M (2.3 FT) LOWER THAN
 DM8382'THE HIGHWAY PAVEMENT.
 DM8382'
 DM8382'THE STATION IS 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF COUNTY
 DM8382'HIGHWAY YY, 0.80 MI (1.3 KM) NORTHEAST OF STRUCKER ROAD, 54 M (177.2
 DM8382'FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 2.6 M (8.5 FT)
 DM8382'NORTH-NORTHWEST OF A WHITE OVER GREEN METAL FENCE POST, 1.1 M (3.6 FT)
 DM8382'WEST OF A BARBED WIRE FENCE AND 1.0 M (3.3 FT) EAST, NORTHWEST AND
 DM8382'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DM8382'
 DM8382'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DM8382'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8381 ***********************************************************************
 DM8381  DESIGNATION -  6F54
 DM8381  PID         -  DM8381
 DM8381  STATE/COUNTY-  WI/LINCOLN
 DM8381  COUNTRY     -  US
 DM8381  USGS QUAD   -  SPIRIT (2018)
 DM8381
 DM8381                         *CURRENT SURVEY CONTROL
 DM8381  ______________________________________________________________________
 DM8381* NAD 83(1986) POSITION- 45 27 08.1    (N) 090 02 33.4    (W)   HD_HELD2
 DM8381* NAVD 88 ORTHO HEIGHT -   473.882 (meters)     1554.73  (feet) ADJUSTED
 DM8381  ______________________________________________________________________
 DM8381  GEOID HEIGHT    -        -31.255 (meters)                     GEOID18
 DM8381  DYNAMIC HEIGHT  -        473.853 (meters)     1554.63  (feet) COMP
 DM8381  MODELED GRAVITY -    980,540.2   (mgal)                       NAVD 88
 DM8381
 DM8381  VERT ORDER      -  SECOND    CLASS I
 DM8381
 DM8381.The horizontal coordinates were established by autonomous hand held GPS
 DM8381.observations and have an estimated accuracy of +/- 10 meters.
 DM8381
 DM8381.The orthometric height was determined by differential leveling and
 DM8381.adjusted by the WI DEPT OF TRANSP
 DM8381.in May 2012.
 DM8381
 DM8381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8381.GEOID18 height accuracy estimate available here.
 DM8381
 DM8381.Click photographs - Photos may exist for this station.
 DM8381
 DM8381.The dynamic height is computed by dividing the NAVD 88
 DM8381.geopotential number by the normal gravity value computed on the
 DM8381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8381.degrees latitude (g = 980.6199 gals.).
 DM8381
 DM8381.The modeled gravity was interpolated from observed gravity values.
 DM8381
 DM8381;                    North         East    Units  Estimated Accuracy
 DM8381;SPC WI C     -   179,899.      596,667.      MT  (+/- 10 meters HH2 GPS)
 DM8381
 DM8381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3124537446(NAD 83)
 DM8381
 DM8381                          SUPERSEDED SURVEY CONTROL
 DM8381
 DM8381.No superseded survey control is available for this station.
 DM8381
 DM8381_MARKER: DD = SURVEY DISK
 DM8381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8381_STAMPING: 6F54 2006
 DM8381_MARK LOGO: WIDT
 DM8381_PROJECTION: RECESSED 5 CENTIMETERS
 DM8381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8381+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2009
 DM8381
 DM8381  HISTORY     - Date     Condition        Report By
 DM8381  HISTORY     - 2005     MONUMENTED       WIDT
 DM8381  HISTORY     - 20090709 GOOD             WIDT
 DM8381
 DM8381                          STATION DESCRIPTION
 DM8381
 DM8381'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8381'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 86 WITH COUNTY
 DM8381'HIGHWAY YY APPROXIMATELY 3.5 MI (5.6 KM) EAST OF THE COMMUNITY OF
 DM8381'SPIRIT, GO SOUTH ON COUNTY HIGHWAY YY FOR 0.11 MI (0.2 KM) TO THE
 DM8381'STATION ON THE LEFT.
 DM8381'
 DM8381'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8381'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8381'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 5 CM (2
 DM8381'INCHES) BELOW GROUND LEVEL AND APPROXIMATELY 0.4 M (1.3 FT) LOWER THAN
 DM8381'THE HIGHWAY PAVEMENT.
 DM8381'
 DM8381'THE STATION IS 9.6 M (31.5 FT) EAST OF THE CENTERLINE OF COUNTY
 DM8381'HIGHWAY YY, 40.4 M (132.5 FT) NORTH OF A 'STOP AHEAD' WOODEN SIGN
 DM8381'POST, 26.9 M (88.3 FT) SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE,
 DM8381'23.4 M (76.8 FT) NORTHEAST OF A POWER POLE WITH ONE TRANSFORMER, 1.9 M
 DM8381'(6.2 FT) WEST OF A CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE
 DM8381'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8381'
 DM8381'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8381'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8380 ***********************************************************************
 DM8380  DESIGNATION -  6F55
 DM8380  PID         -  DM8380
 DM8380  STATE/COUNTY-  WI/PRICE
 DM8380  COUNTRY     -  US
 DM8380  USGS QUAD   -  SPIRIT (2018)
 DM8380
 DM8380                         *CURRENT SURVEY CONTROL
 DM8380  ______________________________________________________________________
 DM8380* NAD 83(1986) POSITION- 45 28 20.8    (N) 090 02 34.7    (W)   HD_HELD2
 DM8380* NAVD 88 ORTHO HEIGHT -   463.948 (meters)     1522.14  (feet) ADJUSTED
 DM8380  ______________________________________________________________________
 DM8380  GEOID HEIGHT    -        -31.171 (meters)                     GEOID18
 DM8380  DYNAMIC HEIGHT  -        463.922 (meters)     1522.05  (feet) COMP
 DM8380  MODELED GRAVITY -    980,544.2   (mgal)                       NAVD 88
 DM8380
 DM8380  VERT ORDER      -  SECOND    CLASS I
 DM8380
 DM8380.The horizontal coordinates were established by autonomous hand held GPS
 DM8380.observations and have an estimated accuracy of +/- 10 meters.
 DM8380
 DM8380.The orthometric height was determined by differential leveling and
 DM8380.adjusted by the WI DEPT OF TRANSP
 DM8380.in May 2012.
 DM8380
 DM8380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8380.GEOID18 height accuracy estimate available here.
 DM8380
 DM8380.Click photographs - Photos may exist for this station.
 DM8380
 DM8380.The dynamic height is computed by dividing the NAVD 88
 DM8380.geopotential number by the normal gravity value computed on the
 DM8380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8380.degrees latitude (g = 980.6199 gals.).
 DM8380
 DM8380.The modeled gravity was interpolated from observed gravity values.
 DM8380
 DM8380;                    North         East    Units  Estimated Accuracy
 DM8380;SPC WI N     -    33,986.      596,640.      MT  (+/- 10 meters HH2 GPS)
 DM8380
 DM8380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3113439689(NAD 83)
 DM8380
 DM8380                          SUPERSEDED SURVEY CONTROL
 DM8380
 DM8380.No superseded survey control is available for this station.
 DM8380
 DM8380_MARKER: DD = SURVEY DISK
 DM8380_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM8380_SP_SET: BOX CULVERT
 DM8380_STAMPING: 6F55 2006
 DM8380_MARK LOGO: WIDT
 DM8380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8380+STABILITY: SURFACE MOTION
 DM8380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8380+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2009
 DM8380
 DM8380  HISTORY     - Date     Condition        Report By
 DM8380  HISTORY     - 2006     MONUMENTED       WIDT
 DM8380  HISTORY     - 20090709 GOOD             WIDT
 DM8380
 DM8380                          STATION DESCRIPTION
 DM8380
 DM8380'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8380'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 86 WITH COUNTY
 DM8380'HIGHWAY YY APPROXIMATELY 3.5 MI (5.6 KM) EAST OF THE COMMUNITY OF
 DM8380'SPIRIT, GO NORTH ON COUNTY HIGHWAY YY FOR 1.25 MI (2.0 KM) TO BOX
 DM8380'CULVERT NUMBER 'B-35-50-23-68' OVER RITCHE CREEK AND THE STATION ON
 DM8380'THE LEFT.
 DM8380'
 DM8380'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8380'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8380'THE NORTH SIDE OF THE WEST END OF THE BOX CULVERT APPROXIMATELY 0.6 M
 DM8380'(2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DM8380'
 DM8380'THE STATION IS 9.8 M (32.2 FT) WEST OF THE CENTERLINE OF COUNTY
 DM8380'HIGHWAY YY, 25.0 M (82.0 FT) NORTHEAST OF A POWER POLE, 5.1 M (16.7
 DM8380'FT) WEST OF THE WEST GUARD RAIL, 18 CM (7 INCHES) SOUTH OF THE NORTH
 DM8380'SIDE OF THE CULVERT, 15 CM (6 INCHES) EAST OF THE WEST END OF THE
 DM8380'CULVERT AND 1.8 M (5.9 FT) SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS
 DM8380'POST.
 DM8380'
 DM8380'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8380'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8410 ***********************************************************************
 DM8410  DESIGNATION -  6F56
 DM8410  PID         -  DM8410
 DM8410  STATE/COUNTY-  WI/TAYLOR
 DM8410  COUNTRY     -  US
 DM8410  USGS QUAD   -  MONDEAUX DAM (2018)
 DM8410
 DM8410                         *CURRENT SURVEY CONTROL
 DM8410  ______________________________________________________________________
 DM8410* NAD 83(1986) POSITION- 45 16 42.5    (N) 090 28 24.1    (W)   HD_HELD2
 DM8410* NAVD 88 ORTHO HEIGHT -   436.244 (meters)     1431.24  (feet) ADJUSTED
 DM8410  ______________________________________________________________________
 DM8410  GEOID HEIGHT    -        -31.000 (meters)                     GEOID18
 DM8410  DYNAMIC HEIGHT  -        436.216 (meters)     1431.15  (feet) COMP
 DM8410  MODELED GRAVITY -    980,537.7   (mgal)                       NAVD 88
 DM8410
 DM8410  VERT ORDER      -  SECOND    CLASS I
 DM8410
 DM8410.The horizontal coordinates were established by autonomous hand held GPS
 DM8410.observations and have an estimated accuracy of +/- 10 meters.
 DM8410
 DM8410.The orthometric height was determined by differential leveling and
 DM8410.adjusted by the WI DEPT OF TRANSP
 DM8410.in May 2012.
 DM8410
 DM8410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8410.GEOID18 height accuracy estimate available here.
 DM8410
 DM8410.Click photographs - Photos may exist for this station.
 DM8410
 DM8410.The dynamic height is computed by dividing the NAVD 88
 DM8410.geopotential number by the normal gravity value computed on the
 DM8410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8410.degrees latitude (g = 980.6199 gals.).
 DM8410
 DM8410.The modeled gravity was interpolated from observed gravity values.
 DM8410
 DM8410;                    North         East    Units  Estimated Accuracy
 DM8410;SPC WI C     -   160,694.      562,860.      MT  (+/- 10 meters HH2 GPS)
 DM8410
 DM8410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9817016991(NAD 83)
 DM8410
 DM8410                          SUPERSEDED SURVEY CONTROL
 DM8410
 DM8410.No superseded survey control is available for this station.
 DM8410
 DM8410_MARKER: DD = SURVEY DISK
 DM8410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8410_STAMPING: 6F56 2006
 DM8410_MARK LOGO: WIDT
 DM8410_PROJECTION: FLUSH
 DM8410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8410+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 DM8410
 DM8410  HISTORY     - Date     Condition        Report By
 DM8410  HISTORY     - 2005     MONUMENTED       WIDT
 DM8410  HISTORY     - 20090616 GOOD             WIDT
 DM8410
 DM8410                          STATION DESCRIPTION
 DM8410
 DM8410'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8410'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DM8410'HIGHWAY E APPROXIMATELY 8.6 MI (13.8 KM) WEST OF THE COMMUNITY OF
 DM8410'WESTBORO, GO SOUTH ON COUNTY HIGHWAY E FOR 3.9 MI (6.3 KM) TO MONDEAUX
 DM8410'AVENUE (FOREST ROAD 102).  CONTINUE SOUTH ON COUNTY HIGHWAY E FOR 0.90
 DM8410'MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DM8410'
 DM8410'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8410'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8410'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8410'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DM8410'PAVEMENT.
 DM8410'
 DM8410'THE STATION IS 11.6 M (38.1 FT) WEST OF THE CENTERLINE OF COUNTY
 DM8410'HIGHWAY E, 2.1 MI (3.4 KM) NORTH OF FOREST ROAD 567 WEST AND FOREST
 DM8410'ROAD 103 EAST, 117.8 M (386.5 FT) SOUTH OF THE CENTERLINE OF GATED US
 DM8410'FOREST SERVICE TRAIL 1515, 2.0 M (6.6 FT) EAST OF A TREE LINE AND IS 1
 DM8410'M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8410'
 DM8410'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DM8410'QUADRANTS EXTENDING TO 90 DEGREES AND TREES IN THE EAST QUADRANTS
 DM8410'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8409 ***********************************************************************
 DM8409  DESIGNATION -  6F57
 DM8409  PID         -  DM8409
 DM8409  STATE/COUNTY-  WI/TAYLOR
 DM8409  COUNTRY     -  US
 DM8409  USGS QUAD   -  MONDEAUX DAM (2018)
 DM8409
 DM8409                         *CURRENT SURVEY CONTROL
 DM8409  ______________________________________________________________________
 DM8409* NAD 83(1986) POSITION- 45 18 12.5    (N) 090 28 27.4    (W)   HD_HELD2
 DM8409* NAVD 88 ORTHO HEIGHT -   436.232 (meters)     1431.20  (feet) ADJUSTED
 DM8409  ______________________________________________________________________
 DM8409  GEOID HEIGHT    -        -30.947 (meters)                     GEOID18
 DM8409  DYNAMIC HEIGHT  -        436.204 (meters)     1431.11  (feet) COMP
 DM8409  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 DM8409
 DM8409  VERT ORDER      -  SECOND    CLASS I
 DM8409
 DM8409.The horizontal coordinates were established by autonomous hand held GPS
 DM8409.observations and have an estimated accuracy of +/- 10 meters.
 DM8409
 DM8409.The orthometric height was determined by differential leveling and
 DM8409.adjusted by the WI DEPT OF TRANSP
 DM8409.in May 2012.
 DM8409
 DM8409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8409.GEOID18 height accuracy estimate available here.
 DM8409
 DM8409.Click photographs - Photos may exist for this station.
 DM8409
 DM8409.The dynamic height is computed by dividing the NAVD 88
 DM8409.geopotential number by the normal gravity value computed on the
 DM8409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8409.degrees latitude (g = 980.6199 gals.).
 DM8409
 DM8409.The modeled gravity was interpolated from observed gravity values.
 DM8409
 DM8409;                    North         East    Units  Estimated Accuracy
 DM8409;SPC WI C     -   163,472.      562,804.      MT  (+/- 10 meters HH2 GPS)
 DM8409
 DM8409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9801119766(NAD 83)
 DM8409
 DM8409                          SUPERSEDED SURVEY CONTROL
 DM8409
 DM8409.No superseded survey control is available for this station.
 DM8409
 DM8409_MARKER: DD = SURVEY DISK
 DM8409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8409_STAMPING: 6F57 2006
 DM8409_MARK LOGO: WIDT
 DM8409_PROJECTION: FLUSH
 DM8409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8409+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 DM8409
 DM8409  HISTORY     - Date     Condition        Report By
 DM8409  HISTORY     - 2005     MONUMENTED       WIDT
 DM8409  HISTORY     - 20090616 GOOD             WIDT
 DM8409
 DM8409                          STATION DESCRIPTION
 DM8409
 DM8409'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8409'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DM8409'HIGHWAY E APPROXIMATELY 8.6 MI (13.8 KM) WEST OF THE COMMUNITY OF
 DM8409'WESTBORO, GO SOUTH ON COUNTY HIGHWAY E FOR 1.5 MI (2.4 KM) TO PARK
 DM8409'ROAD (FOREST ROAD 1563) LEFT.  CONTINUE SOUTH ON COUNTY HIGHWAY E FOR
 DM8409'1.57 MI (2.5 KM) TO THE STATION ON THE RIGHT.
 DM8409'
 DM8409'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8409'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8409'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8409'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DM8409'
 DM8409'THE STATION IS 15.4 M (50.5 FT) WEST OF THE CENTERLINE OF COUNTY
 DM8409'HIGHWAY E, 0.80 MI (1.3 KM) NORTH OF MONDEAUX AVENUE (FOREST ROAD
 DM8409'102), 0.27 MI (0.4 KM) NORTH OF THE ICE AGE NATURAL SCENIC TRAIL, 146
 DM8409'M (479.0 FT) SOUTH OF PRIVATE ENTRANCE NUMBER 'N7585', 97.5 M (319.9
 DM8409'FT) NORTH OF A GATED WOODS ENTRANCE, 3 M (9.8 FT) EAST OF THE EDGE OF
 DM8409'TREES AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING
 DM8409'THE STATION.
 DM8409'
 DM8409'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DM8409'QUADRANTS EXTENDING TO 90 DEGREES AND TREES IN THE EAST QUADRANTS
 DM8409'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8408 ***********************************************************************
 DM8408  DESIGNATION -  6F58
 DM8408  PID         -  DM8408
 DM8408  STATE/COUNTY-  WI/TAYLOR
 DM8408  COUNTRY     -  US
 DM8408  USGS QUAD   -  MONDEAUX DAM (2018)
 DM8408
 DM8408                         *CURRENT SURVEY CONTROL
 DM8408  ______________________________________________________________________
 DM8408* NAD 83(1986) POSITION- 45 20 02.3    (N) 090 28 21.3    (W)   HD_HELD2
 DM8408* NAVD 88 ORTHO HEIGHT -   447.192 (meters)     1467.16  (feet) ADJUSTED
 DM8408  ______________________________________________________________________
 DM8408  GEOID HEIGHT    -        -30.891 (meters)                     GEOID18
 DM8408  DYNAMIC HEIGHT  -        447.162 (meters)     1467.06  (feet) COMP
 DM8408  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 DM8408
 DM8408  VERT ORDER      -  SECOND    CLASS I
 DM8408
 DM8408.The horizontal coordinates were established by autonomous hand held GPS
 DM8408.observations and have an estimated accuracy of +/- 10 meters.
 DM8408
 DM8408.The orthometric height was determined by differential leveling and
 DM8408.adjusted by the WI DEPT OF TRANSP
 DM8408.in May 2012.
 DM8408
 DM8408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8408.GEOID18 height accuracy estimate available here.
 DM8408
 DM8408.Click photographs - Photos may exist for this station.
 DM8408
 DM8408.The dynamic height is computed by dividing the NAVD 88
 DM8408.geopotential number by the normal gravity value computed on the
 DM8408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8408.degrees latitude (g = 980.6199 gals.).
 DM8408
 DM8408.The modeled gravity was interpolated from observed gravity values.
 DM8408
 DM8408;                    North         East    Units  Estimated Accuracy
 DM8408;SPC WI C     -   166,861.      562,957.      MT  (+/- 10 meters HH2 GPS)
 DM8408
 DM8408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9803723159(NAD 83)
 DM8408
 DM8408                          SUPERSEDED SURVEY CONTROL
 DM8408
 DM8408.No superseded survey control is available for this station.
 DM8408
 DM8408_MARKER: DD = SURVEY DISK
 DM8408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8408_STAMPING: 6F58 2006
 DM8408_MARK LOGO: WIDT
 DM8408_PROJECTION: FLUSH
 DM8408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8408+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 DM8408
 DM8408  HISTORY     - Date     Condition        Report By
 DM8408  HISTORY     - 2005     MONUMENTED       WIDT
 DM8408  HISTORY     - 20090616 GOOD             WIDT
 DM8408
 DM8408                          STATION DESCRIPTION
 DM8408
 DM8408'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8408'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DM8408'HIGHWAY E APPROXIMATELY 8.6 MI (13.8 KM) WEST OF THE COMMUNITY OF
 DM8408'WESTBORO, GO SOUTH ON COUNTY HIGHWAY E FOR 0.98 MI (1.6 KM) TO THE
 DM8408'STATION ON THE LEFT.
 DM8408'
 DM8408'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8408'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8408'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8408'GROUND AND APPROXIMATELY 0.4 M (1.3 FT) LOWER THAN THE HIGHWAY
 DM8408'PAVEMENT.
 DM8408'
 DM8408'THE STATION IS 13.5 M (44.3 FT) EAST OF THE CENTERLINE OF COUNTY
 DM8408'HIGHWAY E, 0.51 MI (0.8 KM) NORTH OF PARK ROAD, 0.06 MI (0.1 KM) SOUTH
 DM8408'OF PRIVATE ENTRANCE NUMBER 'N8409', 25.8 M (84.6 FT) NORTH-NORTHWEST
 DM8408'OF THE TOP CENTER OF A GREEN ELECTRICAL BOX, 23.0 M (75.5 FT)
 DM8408'NORTH-NORTHWEST OF A METAL 'RIGHT-OF-WAY' POST, 18.4 M (60.4 FT) NORTH
 DM8408'OF THE CENTERLINE OF PRIVATE ENTRANCE NUMBER 'N8402' AND IS 1 M (3.3
 DM8408'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8408'
 DM8408'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DM8408'QUADRANTS EXTENDING TO 40 DEGREES AND TREES IN THE SOUTHEAST QUADRANTS
 DM8408'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8436 ***********************************************************************
 DM8436  DESIGNATION -  6F59
 DM8436  PID         -  DM8436
 DM8436  STATE/COUNTY-  WI/PRICE
 DM8436  COUNTRY     -  US
 DM8436  USGS QUAD   -  OGEMA NW (2018)
 DM8436
 DM8436                         *CURRENT SURVEY CONTROL
 DM8436  ______________________________________________________________________
 DM8436* NAD 83(1986) POSITION- 45 23 54.6    (N) 090 28 36.1    (W)   HD_HELD2
 DM8436* NAVD 88 ORTHO HEIGHT -   426.291 (meters)     1398.59  (feet) ADJUSTED
 DM8436  ______________________________________________________________________
 DM8436  GEOID HEIGHT    -        -30.745 (meters)                     GEOID18
 DM8436  DYNAMIC HEIGHT  -        426.265 (meters)     1398.50  (feet) COMP
 DM8436  MODELED GRAVITY -    980,543.8   (mgal)                       NAVD 88
 DM8436
 DM8436  VERT ORDER      -  SECOND    CLASS I
 DM8436
 DM8436.The horizontal coordinates were established by autonomous hand held GPS
 DM8436.observations and have an estimated accuracy of +/- 10 meters.
 DM8436
 DM8436.The orthometric height was determined by differential leveling and
 DM8436.adjusted by the WI DEPT OF TRANSP
 DM8436.in May 2012.
 DM8436
 DM8436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8436.GEOID18 height accuracy estimate available here.
 DM8436
 DM8436.Click photographs - Photos may exist for this station.
 DM8436
 DM8436.The dynamic height is computed by dividing the NAVD 88
 DM8436.geopotential number by the normal gravity value computed on the
 DM8436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8436.degrees latitude (g = 980.6199 gals.).
 DM8436
 DM8436.The modeled gravity was interpolated from observed gravity values.
 DM8436
 DM8436;                    North         East    Units  Estimated Accuracy
 DM8436;SPC WI N     -    25,879.      562,675.      MT  (+/- 10 meters HH2 GPS)
 DM8436
 DM8436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9749030317(NAD 83)
 DM8436
 DM8436                          SUPERSEDED SURVEY CONTROL
 DM8436
 DM8436.No superseded survey control is available for this station.
 DM8436
 DM8436_MARKER: DD = SURVEY DISK
 DM8436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8436_STAMPING: 6F59 2006
 DM8436_MARK LOGO: WIDT
 DM8436_PROJECTION: FLUSH
 DM8436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8436+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 DM8436
 DM8436  HISTORY     - Date     Condition        Report By
 DM8436  HISTORY     - 2005     MONUMENTED       WIDT
 DM8436  HISTORY     - 20090624 GOOD             WIDT
 DM8436
 DM8436                          STATION DESCRIPTION
 DM8436
 DM8436'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8436'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY I WITH COUNTY
 DM8436'HIGHWAY M APPROXIMATELY 8 MI (12.9 KM) SOUTHWEST OF THE COMMUNITY OF
 DM8436'OGEMA, GO WEST AND SOUTH ON COUNTY HIGHWAY I FOR 1.0 MI (1.6 KM) TO
 DM8436'COUNTY HIGHWAY I CURVING RIGHT AND FRYK LANE AHEAD, CURVE RIGHT AND GO
 DM8436'WEST ON COUNTY HIGHWAY I FOR 0.23 MI (0.4 KM) TO THE STATION ON THE
 DM8436'LEFT.
 DM8436'
 DM8436'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8436'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8436'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8436'GROUND AND APPROXIMATELY 0.1 M (0.3 FT) LOWER THAN THE HIGHWAY
 DM8436'PAVEMENT.
 DM8436'
 DM8436'THE STATION IS 9.8 M (32.2 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DM8436'HIGHWAY I, 0.26 MI (0.4 KM) EAST OF KUBES LANE, 60.0 M (196.9 FT) WEST
 DM8436'OF A 'LEFT CURVE AHEAD 25 MPH' METAL SIGN POST, 29.1 SOUTHWEST OF THE
 DM8436'TOP CENTER OF TELEPHONE PEDESTAL NUMBER 'CTMI 9000 7 LP 2' ATTACHED TO
 DM8436'A WOODEN POST, 25.7 M (84.3 FT) SOUTHEAST OF POWER POLE NUMBER '164',
 DM8436'5.7 M (18.7 FT) EAST OF A WOODEN CORNER FENCE POST, 1.0 M (3.3 FT)
 DM8436'NORTH OF A WOODEN FENCE POST AND IS 1 M (3.3 FT) FROM THREE WHITE
 DM8436'PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8436'
 DM8436'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8436'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8444 ***********************************************************************
 DM8444  DESIGNATION -  6F60
 DM8444  PID         -  DM8444
 DM8444  STATE/COUNTY-  WI/PRICE
 DM8444  COUNTRY     -  US
 DM8444  USGS QUAD   -  OGEMA NW (2018)
 DM8444
 DM8444                         *CURRENT SURVEY CONTROL
 DM8444  ______________________________________________________________________
 DM8444* NAD 83(1986) POSITION- 45 24 24.4    (N) 090 27 40.9    (W)   HD_HELD2
 DM8444* NAVD 88 ORTHO HEIGHT -   429.939 (meters)     1410.56  (feet) ADJUSTED
 DM8444  ______________________________________________________________________
 DM8444  GEOID HEIGHT    -        -30.742 (meters)                     GEOID18
 DM8444  DYNAMIC HEIGHT  -        429.913 (meters)     1410.47  (feet) COMP
 DM8444  MODELED GRAVITY -    980,543.3   (mgal)                       NAVD 88
 DM8444
 DM8444  VERT ORDER      -  SECOND    CLASS I
 DM8444
 DM8444.The horizontal coordinates were established by autonomous hand held GPS
 DM8444.observations and have an estimated accuracy of +/- 10 meters.
 DM8444
 DM8444.The orthometric height was determined by differential leveling and
 DM8444.adjusted by the WI DEPT OF TRANSP
 DM8444.in May 2012.
 DM8444
 DM8444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8444.GEOID18 height accuracy estimate available here.
 DM8444
 DM8444.Click photographs - Photos may exist for this station.
 DM8444
 DM8444.The dynamic height is computed by dividing the NAVD 88
 DM8444.geopotential number by the normal gravity value computed on the
 DM8444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8444.degrees latitude (g = 980.6199 gals.).
 DM8444
 DM8444.The modeled gravity was interpolated from observed gravity values.
 DM8444
 DM8444;                    North         East    Units  Estimated Accuracy
 DM8444;SPC WI N     -    26,792.      563,880.      MT  (+/- 10 meters HH2 GPS)
 DM8444
 DM8444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9866131274(NAD 83)
 DM8444
 DM8444                          SUPERSEDED SURVEY CONTROL
 DM8444
 DM8444.No superseded survey control is available for this station.
 DM8444
 DM8444_MARKER: DD = SURVEY DISK
 DM8444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8444_STAMPING: 6F60 2006
 DM8444_MARK LOGO: WIDT
 DM8444_PROJECTION: FLUSH
 DM8444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8444+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 DM8444
 DM8444  HISTORY     - Date     Condition        Report By
 DM8444  HISTORY     - 2005     MONUMENTED       WIDT
 DM8444  HISTORY     - 20090624 GOOD             WIDT
 DM8444
 DM8444                          STATION DESCRIPTION
 DM8444
 DM8444'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8444'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY I WITH COUNTY
 DM8444'HIGHWAY M APPROXIMATELY 8 MI (12.9 KM) SOUTHWEST OF THE COMMUNITY OF
 DM8444'OGEMA, GO NORTH ON COUNTY HIGHWAY M FOR 107 M (351.0 FT) TO THE
 DM8444'STATION ON THE RIGHT.
 DM8444'
 DM8444'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8444'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8444'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8444'GROUND AND APPROXIMATELY 0.8 M (2.6 FT) LOWER THAN THE HIGHWAY
 DM8444'PAVEMENT.
 DM8444'
 DM8444'THE STATION IS 7.4 M (24.3 FT) EAST OF THE CENTERLINE OF COUNTY
 DM8444'HIGHWAY M, 0.67 MI (1.1 KM) SOUTH OF CUDD ROAD, 42.0 M (137.8 FT)
 DM8444'NORTHEAST OF A POWER POLE, 14.9 M (48.9 FT) SOUTH OF A 'CO.  O 7 AND
 DM8444'COUNTY M' METAL SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DM8444'T-POSTS SURROUNDING THE STATION.
 DM8444'
 DM8444'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8444'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8442 ***********************************************************************
 DM8442  DESIGNATION -  6F61
 DM8442  PID         -  DM8442
 DM8442  STATE/COUNTY-  WI/PRICE
 DM8442  COUNTRY     -  US
 DM8442  USGS QUAD   -  OGEMA NW (2018)
 DM8442
 DM8442                         *CURRENT SURVEY CONTROL
 DM8442  ______________________________________________________________________
 DM8442* NAD 83(1986) POSITION- 45 26 12.3    (N) 090 25 50.3    (W)   HD_HELD2
 DM8442* NAVD 88 ORTHO HEIGHT -   434.654 (meters)     1426.03  (feet) ADJUSTED
 DM8442  ______________________________________________________________________
 DM8442  GEOID HEIGHT    -        -30.686 (meters)                     GEOID18
 DM8442  DYNAMIC HEIGHT  -        434.632 (meters)     1425.96  (feet) COMP
 DM8442  MODELED GRAVITY -    980,551.2   (mgal)                       NAVD 88
 DM8442
 DM8442  VERT ORDER      -  SECOND    CLASS I
 DM8442
 DM8442.The horizontal coordinates were established by autonomous hand held GPS
 DM8442.observations and have an estimated accuracy of +/- 10 meters.
 DM8442
 DM8442.The orthometric height was determined by differential leveling and
 DM8442.adjusted by the WI DEPT OF TRANSP
 DM8442.in May 2012.
 DM8442
 DM8442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8442.GEOID18 height accuracy estimate available here.
 DM8442
 DM8442.Click photographs - Photos may exist for this station.
 DM8442
 DM8442.The dynamic height is computed by dividing the NAVD 88
 DM8442.geopotential number by the normal gravity value computed on the
 DM8442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8442.degrees latitude (g = 980.6199 gals.).
 DM8442
 DM8442.The modeled gravity was interpolated from observed gravity values.
 DM8442
 DM8442;                    North         East    Units  Estimated Accuracy
 DM8442;SPC WI N     -    30,110.      566,304.      MT  (+/- 10 meters HH2 GPS)
 DM8442
 DM8442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0095934681(NAD 83)
 DM8442
 DM8442                          SUPERSEDED SURVEY CONTROL
 DM8442
 DM8442.No superseded survey control is available for this station.
 DM8442
 DM8442_MARKER: DD = SURVEY DISK
 DM8442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8442_STAMPING: 6F61 2006
 DM8442_MARK LOGO: WIDT
 DM8442_PROJECTION: FLUSH
 DM8442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8442+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 DM8442
 DM8442  HISTORY     - Date     Condition        Report By
 DM8442  HISTORY     - 2005     MONUMENTED       WIDT
 DM8442  HISTORY     - 20090624 GOOD             WIDT
 DM8442
 DM8442                          STATION DESCRIPTION
 DM8442
 DM8442'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8442'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY I WITH COUNTY
 DM8442'HIGHWAY M APPROXIMATELY 8 MI (12.9 KM) SOUTHWEST OF THE COMMUNITY OF
 DM8442'OGEMA, GO NORTH AND EAST ON COUNTY HIGHWAY M FOR 3.2 MI (5.1 KM) TO
 DM8442'MERIDIAN ROAD LEFT.  TURN LEFT AND GO NORTH ON MERIDIAN ROAD FOR 0.18
 DM8442'MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DM8442'
 DM8442'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8442'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8442'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8442'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DM8442'
 DM8442'THE STATION IS 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF MERIDIAN
 DM8442'ROAD, 110 M (360.9 FT) SOUTH OF A FIELD ENTRANCE EXTENDED, 46.0 M
 DM8442'(150.9 FT) NORTH-NORTHEAST OF THE NORTHERN WOODEN FENCE POST OF TWO,
 DM8442'45.5 M (149.3 FT) NORTH OF THE EXTENDED CENTERLINE OF A FIELD
 DM8442'ENTRANCE, 0.9 M (3.0 FT) WEST OF A METAL FENCE AND IS 1 M (3.3 FT)
 DM8442'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8442'
 DM8442'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8442'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8441 ***********************************************************************
 DM8441  DESIGNATION -  6F62
 DM8441  PID         -  DM8441
 DM8441  STATE/COUNTY-  WI/PRICE
 DM8441  COUNTRY     -  US
 DM8441  USGS QUAD   -  OGEMA NW (2018)
 DM8441
 DM8441                         *CURRENT SURVEY CONTROL
 DM8441  ______________________________________________________________________
 DM8441* NAD 83(1986) POSITION- 45 27 46.6    (N) 090 25 52.3    (W)   HD_HELD2
 DM8441* NAVD 88 ORTHO HEIGHT -   434.586 (meters)     1425.80  (feet) ADJUSTED
 DM8441  ______________________________________________________________________
 DM8441  GEOID HEIGHT    -        -30.612 (meters)                     GEOID18
 DM8441  DYNAMIC HEIGHT  -        434.567 (meters)     1425.74  (feet) COMP
 DM8441  MODELED GRAVITY -    980,560.0   (mgal)                       NAVD 88
 DM8441
 DM8441  VERT ORDER      -  SECOND    CLASS I
 DM8441
 DM8441.The horizontal coordinates were established by autonomous hand held GPS
 DM8441.observations and have an estimated accuracy of +/- 10 meters.
 DM8441
 DM8441.The orthometric height was determined by differential leveling and
 DM8441.adjusted by the WI DEPT OF TRANSP
 DM8441.in May 2012.
 DM8441
 DM8441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8441.GEOID18 height accuracy estimate available here.
 DM8441
 DM8441.Click photographs - Photos may exist for this station.
 DM8441
 DM8441.The dynamic height is computed by dividing the NAVD 88
 DM8441.geopotential number by the normal gravity value computed on the
 DM8441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8441.degrees latitude (g = 980.6199 gals.).
 DM8441
 DM8441.The modeled gravity was interpolated from observed gravity values.
 DM8441
 DM8441;                    North         East    Units  Estimated Accuracy
 DM8441;SPC WI N     -    33,021.      566,276.      MT  (+/- 10 meters HH2 GPS)
 DM8441
 DM8441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0082337589(NAD 83)
 DM8441
 DM8441                          SUPERSEDED SURVEY CONTROL
 DM8441
 DM8441.No superseded survey control is available for this station.
 DM8441
 DM8441_MARKER: DD = SURVEY DISK
 DM8441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8441_SP_SET: BRIDGE ABUTMENT
 DM8441_STAMPING: 6F62 2006
 DM8441_MARK LOGO: WIDT
 DM8441_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8441+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 DM8441
 DM8441  HISTORY     - Date     Condition        Report By
 DM8441  HISTORY     - 2006     MONUMENTED       WIDT
 DM8441  HISTORY     - 20090623 GOOD             WIDT
 DM8441
 DM8441                          STATION DESCRIPTION
 DM8441
 DM8441'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8441'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DM8441'HIGHWAY M APPROXIMATELY 2.6 MI (4.2 KM) WEST OF THE COMMUNITY OF
 DM8441'OGEMA, GO NORTH AND WEST ON COUNTY HIGHWAY O FOR 5.2 MI (8.4 KM) TO
 DM8441'MERIDIAN ROAD LEFT.  CONTINUE WEST ON COUNTY HIGHWAY O FOR 33 M (108.3
 DM8441'FT) TO BRIDGE NUMBER 'B-50-6-59' OVER THE SOUTH FORK JUMP RIVER AND
 DM8441'THE STATION ON THE RIGHT.
 DM8441'
 DM8441'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8441'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8441'THE NORTH END OF THE EAST BRIDGE ABUTMENT AND APPROXIMATELY 37 CM (15
 DM8441'INCHES) HIGHER THAN THE HIGHWAY PAVEMENT.
 DM8441'
 DM8441'THE STATION IS 5.1 M (16.7 FT) NORTH OF THE CENTERLINE OF COUNTY
 DM8441'HIGHWAY O, 0.09 MI (0.1 KM) EAST OF PENNINGTON ROAD, 32.6 M (107.0 FT)
 DM8441'WEST OF THE EXTENDED CENTERLINE OF MERIDIAN ROAD, 2.2 M (7.2 FT) EAST
 DM8441'OF A BRIDGE EXPANSION JOINT, 0.33 M (1.1 FT) WEST OF THE EAST END OF
 DM8441'THE ABUTMENT CURB AND 1.1 M (3.6 FT) SOUTHWEST OF A WHITE PLASTIC
 DM8441'WITNESS POST.
 DM8441'
 DM8441'NOTE1--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DM8441'15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH EXTENDING
 DM8441'TO 20 DEGREES ABOVE THE HORIZON. NOTE2--THERE IS A US DEPARTMENT OF
 DM8441'INTERIOR BENCH MARK DISK '36 SAN 1966' LOCATED IN THE TOP OF THE SOUTH
 DM8441'END OF THE WEST BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8440 ***********************************************************************
 DM8440  DESIGNATION -  6F63
 DM8440  PID         -  DM8440
 DM8440  STATE/COUNTY-  WI/PRICE
 DM8440  COUNTRY     -  US
 DM8440  USGS QUAD   -  OGEMA NW (2018)
 DM8440
 DM8440                         *CURRENT SURVEY CONTROL
 DM8440  ______________________________________________________________________
 DM8440* NAD 83(1986) POSITION- 45 28 26.3    (N) 090 26 28.6    (W)   HD_HELD2
 DM8440* NAVD 88 ORTHO HEIGHT -   447.779 (meters)     1469.09  (feet) ADJUSTED
 DM8440  ______________________________________________________________________
 DM8440  GEOID HEIGHT    -        -30.578 (meters)                     GEOID18
 DM8440  DYNAMIC HEIGHT  -        447.762 (meters)     1469.03  (feet) COMP
 DM8440  MODELED GRAVITY -    980,564.5   (mgal)                       NAVD 88
 DM8440
 DM8440  VERT ORDER      -  SECOND    CLASS I
 DM8440
 DM8440.The horizontal coordinates were established by autonomous hand held GPS
 DM8440.observations and have an estimated accuracy of +/- 10 meters.
 DM8440
 DM8440.The orthometric height was determined by differential leveling and
 DM8440.adjusted by the WI DEPT OF TRANSP
 DM8440.in May 2012.
 DM8440
 DM8440.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8440.GEOID18 height accuracy estimate available here.
 DM8440
 DM8440.Click photographs - Photos may exist for this station.
 DM8440
 DM8440.The dynamic height is computed by dividing the NAVD 88
 DM8440.geopotential number by the normal gravity value computed on the
 DM8440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8440.degrees latitude (g = 980.6199 gals.).
 DM8440
 DM8440.The modeled gravity was interpolated from observed gravity values.
 DM8440
 DM8440;                    North         East    Units  Estimated Accuracy
 DM8440;SPC WI N     -    34,251.      565,494.      MT  (+/- 10 meters HH2 GPS)
 DM8440
 DM8440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9999538789(NAD 83)
 DM8440
 DM8440                          SUPERSEDED SURVEY CONTROL
 DM8440
 DM8440.No superseded survey control is available for this station.
 DM8440
 DM8440_MARKER: DD = SURVEY DISK
 DM8440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8440_STAMPING: 6F63 2006
 DM8440_MARK LOGO: WIDT
 DM8440_PROJECTION: FLUSH
 DM8440_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8440+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2009
 DM8440
 DM8440  HISTORY     - Date     Condition        Report By
 DM8440  HISTORY     - 2005     MONUMENTED       WIDT
 DM8440  HISTORY     - 20090622 GOOD             WIDT
 DM8440
 DM8440                          STATION DESCRIPTION
 DM8440
 DM8440'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8440'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DM8440'HIGHWAY M APPROXIMATELY 2.6 MI (4.2 KM) WEST OF THE COMMUNITY OF
 DM8440'OGEMA, GO NORTH AND WEST ON COUNTY HIGHWAY O FOR 5.7 MI (9.2 KM) TO
 DM8440'COUNTY HIGHWAY O CURVING RIGHT AND HOBBLES CREEK ROAD AHEAD, CURVE
 DM8440'RIGHT AND GO NORTH ON COUNTY HIGHWAY O FOR 0.75 MI (1.2 KM) TO THE
 DM8440'STATION ON THE LEFT.
 DM8440'
 DM8440'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8440'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8440'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8440'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY
 DM8440'PAVEMENT.
 DM8440'
 DM8440'THE STATION IS 7.2 M (23.6 FT) WEST OF THE CENTERLINE OF COUNTY
 DM8440'HIGHWAY O, 1.7 MI (2.7 KM) SOUTH OF GRUHNER ROAD, 0.10 MI (0.2 KM)
 DM8440'NORTH OF A FIELD ENTRANCE, 60.0 M (196.9 FT) SOUTH OF A WOOD POLE WITH
 DM8440'ONE GUY WIRE, 46.5 M (152.6 FT) WEST-NORTHWEST OF A POWER POLE, 23.9 M
 DM8440'(78.4 FT) NORTHWEST OF THE CENTER OF A METAL GATE, 14.0 M (45.9 FT)
 DM8440'WEST-NORTHWEST OF A 'LEFT CURVE AHEAD 20 MPH' WOODEN SIGN POST AND IS
 DM8440'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8440'NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DM8440'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8439 ***********************************************************************
 DM8439  DESIGNATION -  6F64
 DM8439  PID         -  DM8439
 DM8439  STATE/COUNTY-  WI/PRICE
 DM8439  COUNTRY     -  US
 DM8439  USGS QUAD   -  OGEMA NW (2018)
 DM8439
 DM8439                         *CURRENT SURVEY CONTROL
 DM8439  ______________________________________________________________________
 DM8439* NAD 83(1986) POSITION- 45 29 31.5    (N) 090 27 24.2    (W)   HD_HELD2
 DM8439* NAVD 88 ORTHO HEIGHT -   433.920 (meters)     1423.62  (feet) ADJUSTED
 DM8439  ______________________________________________________________________
 DM8439  GEOID HEIGHT    -        -30.532 (meters)                     GEOID18
 DM8439  DYNAMIC HEIGHT  -        433.905 (meters)     1423.57  (feet) COMP
 DM8439  MODELED GRAVITY -    980,568.1   (mgal)                       NAVD 88
 DM8439
 DM8439  VERT ORDER      -  SECOND    CLASS I
 DM8439
 DM8439.The horizontal coordinates were established by autonomous hand held GPS
 DM8439.observations and have an estimated accuracy of +/- 10 meters.
 DM8439
 DM8439.The orthometric height was determined by differential leveling and
 DM8439.adjusted by the WI DEPT OF TRANSP
 DM8439.in May 2012.
 DM8439
 DM8439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8439.GEOID18 height accuracy estimate available here.
 DM8439
 DM8439.Click photographs - Photos may exist for this station.
 DM8439
 DM8439.The dynamic height is computed by dividing the NAVD 88
 DM8439.geopotential number by the normal gravity value computed on the
 DM8439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8439.degrees latitude (g = 980.6199 gals.).
 DM8439
 DM8439.The modeled gravity was interpolated from observed gravity values.
 DM8439
 DM8439;                    North         East    Units  Estimated Accuracy
 DM8439;SPC WI N     -    36,271.      564,298.      MT  (+/- 10 meters HH2 GPS)
 DM8439
 DM8439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9872440763(NAD 83)
 DM8439
 DM8439                          SUPERSEDED SURVEY CONTROL
 DM8439
 DM8439.No superseded survey control is available for this station.
 DM8439
 DM8439_MARKER: DD = SURVEY DISK
 DM8439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8439_STAMPING: 6F64 2006
 DM8439_MARK LOGO: WIDT
 DM8439_PROJECTION: FLUSH
 DM8439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8439+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2009
 DM8439
 DM8439  HISTORY     - Date     Condition        Report By
 DM8439  HISTORY     - 2005     MONUMENTED       WIDT
 DM8439  HISTORY     - 20090622 GOOD             WIDT
 DM8439
 DM8439                          STATION DESCRIPTION
 DM8439
 DM8439'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8439'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DM8439'HIGHWAY O APPROXIMATELY 3.4 MI (5.5 KM) EAST-NORTHEAST OF THE VILLAGE
 DM8439'OF CATAWBA, GO SOUTH ON COUNTY HIGHWAY O FOR 2.5 MI (4.0 KM) TO WEARS
 DM8439'ROAD.  CONTINUE SOUTH AND EAST ON COUNTY HIGHWAY O FOR 1.20 MI (1.9
 DM8439'KM) TO THE STATION ON THE RIGHT.
 DM8439'
 DM8439'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8439'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8439'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8439'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY
 DM8439'PAVEMENT.
 DM8439'
 DM8439'THE STATION IS 9.3 M (30.5 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DM8439'HIGHWAY O, 0.28 MI (0.5 KM) WEST OF GRUHNER ROAD, 83.0 M (272.3 FT)
 DM8439'WEST OF A 'RIGHT CURVE AHEAD 20 MPH' WOODEN SIGN POST, 71.0 M (232.9
 DM8439'FT) EAST OF A 'NO PASSING ZONE' WOODEN SIGN POST, 54.3 M (178.1 FT)
 DM8439'WEST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 48.4 M (158.8 FT)
 DM8439'EAST-SOUTHEAST OF A POWER POLE, 32.3 M (106.0 FT) SOUTHWEST OF A
 DM8439''RIGHT CURVE AHEAD 20 MPH' METAL SIGN POST AND IS 1 M (3.3 FT) FROM
 DM8439'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8439'
 DM8439'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8439'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8438 ***********************************************************************
 DM8438  DESIGNATION -  6F65
 DM8438  PID         -  DM8438
 DM8438  STATE/COUNTY-  WI/PRICE
 DM8438  COUNTRY     -  US
 DM8438  USGS QUAD   -  PENNINGTON (2018)
 DM8438
 DM8438                         *CURRENT SURVEY CONTROL
 DM8438  ______________________________________________________________________
 DM8438* NAD 83(1986) POSITION- 45 30 57.8    (N) 090 27 42.4    (W)   HD_HELD2
 DM8438* NAVD 88 ORTHO HEIGHT -   440.846 (meters)     1446.34  (feet) ADJUSTED
 DM8438  ______________________________________________________________________
 DM8438  GEOID HEIGHT    -        -30.497 (meters)                     GEOID18
 DM8438  DYNAMIC HEIGHT  -        440.831 (meters)     1446.29  (feet) COMP
 DM8438  MODELED GRAVITY -    980,567.6   (mgal)                       NAVD 88
 DM8438
 DM8438  VERT ORDER      -  SECOND    CLASS I
 DM8438
 DM8438.The horizontal coordinates were established by autonomous hand held GPS
 DM8438.observations and have an estimated accuracy of +/- 10 meters.
 DM8438
 DM8438.The orthometric height was determined by differential leveling and
 DM8438.adjusted by the WI DEPT OF TRANSP
 DM8438.in May 2012.
 DM8438
 DM8438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8438.GEOID18 height accuracy estimate available here.
 DM8438
 DM8438.Click photographs - Photos may exist for this station.
 DM8438
 DM8438.The dynamic height is computed by dividing the NAVD 88
 DM8438.geopotential number by the normal gravity value computed on the
 DM8438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8438.degrees latitude (g = 980.6199 gals.).
 DM8438
 DM8438.The modeled gravity was interpolated from observed gravity values.
 DM8438
 DM8438;                    North         East    Units  Estimated Accuracy
 DM8438;SPC WI N     -    38,937.      563,918.      MT  (+/- 10 meters HH2 GPS)
 DM8438
 DM8438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9824543414(NAD 83)
 DM8438
 DM8438                          SUPERSEDED SURVEY CONTROL
 DM8438
 DM8438.No superseded survey control is available for this station.
 DM8438
 DM8438_MARKER: DD = SURVEY DISK
 DM8438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8438_STAMPING: 6F65 2006
 DM8438_MARK LOGO: WIDT
 DM8438_PROJECTION: FLUSH
 DM8438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8438+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2009
 DM8438
 DM8438  HISTORY     - Date     Condition        Report By
 DM8438  HISTORY     - 2005     MONUMENTED       WIDT
 DM8438  HISTORY     - 20090618 GOOD             WIDT
 DM8438
 DM8438                          STATION DESCRIPTION
 DM8438
 DM8438'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8438'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DM8438'HIGHWAY O APPROXIMATELY 3.4 MI (5.5 KM) EAST-NORTHEAST OF THE VILLAGE
 DM8438'OF CATAWBA, GO SOUTH ON COUNTY HIGHWAY O FOR 0.6 MI (1.0 KM) TO OLD 8
 DM8438'ROAD.  CONTINUE SOUTH ON COUNTY HIGHWAY O FOR 1.33 MI (2.1 KM) TO THE
 DM8438'STATION ON THE LEFT.
 DM8438'
 DM8438'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8438'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8438'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8438'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE HIGHWAY
 DM8438'PAVEMENT.
 DM8438'
 DM8438'THE STATION IS 9.3 M (30.5 FT) EAST OF THE CENTERLINE OF COUNTY
 DM8438'HIGHWAY O, 0.10 MI (0.2 KM) NORTH OF WHITE TAIL LANE, 14.6 M (47.9 FT)
 DM8438'NORTH OF A POWER POLE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DM8438'T-POSTS SURROUNDING THE STATION.
 DM8438'
 DM8438'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DM8438'QUADRANTS EXTENDING TO 60 DEGREES AND TREES IN THE WEST QUADRANTS
 DM8438'EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4743 ***********************************************************************
 DJ4743  DESIGNATION -  6G01
 DJ4743  PID         -  DJ4743
 DJ4743  STATE/COUNTY-  WI/LINCOLN
 DJ4743  COUNTRY     -  US
 DJ4743  USGS QUAD   -  FROMM LOOKOUT TOWER (2018)
 DJ4743
 DJ4743                         *CURRENT SURVEY CONTROL
 DJ4743  ______________________________________________________________________
 DJ4743* NAD 83(1986) POSITION- 45 08 57.75   (N) 089 55 59.76   (W)   HD_HELD1
 DJ4743* NAVD 88 ORTHO HEIGHT -   448.426 (meters)     1471.21  (feet) ADJUSTED
 DJ4743  ______________________________________________________________________
 DJ4743  GEOID HEIGHT    -        -32.882 (meters)                     GEOID18
 DJ4743  DYNAMIC HEIGHT  -        448.376 (meters)     1471.05  (feet) COMP
 DJ4743  MODELED GRAVITY -    980,492.5   (mgal)                       NAVD 88
 DJ4743
 DJ4743  VERT ORDER      -  SECOND    CLASS I
 DJ4743
 DJ4743.The horizontal coordinates were determined by differentially corrected
 DJ4743.hand held GPS observations or other comparable positioning techniques
 DJ4743.and have an estimated accuracy of +/- 3 meters.
 DJ4743
 DJ4743.The orthometric height was determined by differential leveling and
 DJ4743.adjusted by the WI DEPT OF TRANSP
 DJ4743.in May 2012.
 DJ4743
 DJ4743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4743.GEOID18 height accuracy estimate available here.
 DJ4743
 DJ4743.Click photographs - Photos may exist for this station.
 DJ4743
 DJ4743.The dynamic height is computed by dividing the NAVD 88
 DJ4743.geopotential number by the normal gravity value computed on the
 DJ4743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4743.degrees latitude (g = 980.6199 gals.).
 DJ4743
 DJ4743.The modeled gravity was interpolated from observed gravity values.
 DJ4743
 DJ4743;                    North         East    Units  Estimated Accuracy
 DJ4743;SPC WI C     -   146,240.9     605,247.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4743
 DJ4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR6941503730(NAD 83)
 DJ4743
 DJ4743                          SUPERSEDED SURVEY CONTROL
 DJ4743
 DJ4743  NAVD 88 (07/08/08)  448.411  (m)         1471.16   (f) SUPERSEDED  2 1
 DJ4743
 DJ4743.Superseded values are not recommended for survey control.
 DJ4743
 DJ4743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4743.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4743
 DJ4743_MARKER: DD = SURVEY DISK
 DJ4743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4743_STAMPING: 6G01 2005
 DJ4743_MARK LOGO: WIDT
 DJ4743_PROJECTION: FLUSH
 DJ4743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4743+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DJ4743
 DJ4743  HISTORY     - Date     Condition        Report By
 DJ4743  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4743  HISTORY     - 20060603 GOOD             WIDT
 DJ4743  HISTORY     - 20110706 GOOD             WIDT
 DJ4743
 DJ4743                          STATION DESCRIPTION
 DJ4743
 DJ4743'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4743'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND STATE
 DJ4743'HIGHWAY 107 NORTH WITH STATE HIGHWAY 107 TO THE SOUTH AND COUNTY
 DJ4743'HIGHWAY Z TO THE EAST ABOUT 8 MI (12.9 KM) WEST-SOUTHWEST OF THE CITY
 DJ4743'OF MERRILL, GO WEST ON STATE HIGHWAY 64 FOR 4.0 MI (6.4 KM) TO MINK
 DJ4743'ROAD, CONTINUE WEST ON STATE HIGHWAY 64 FOR 0.6 MI (1.0 KM) TO THE
 DJ4743'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4743'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4743'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4743'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4743'IS 12.9 M (42.3 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 64, 75 M
 DJ4743'(246.1 FT) WEST OF A TELEPHONE PEDESTAL --3822--, 17 M (55.8 FT) EAST
 DJ4743'OF A PRIVATE ENTRANCE --W9960--, 10.5 M (34.4 FT) SOUTHWEST OF THE
 DJ4743'WESTERNMOST POST FOR A WOOD FENCE, AND 1.0 M (3.3 FT) SOUTH OF A WHITE
 DJ4743'PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DJ4743'OBSERVATIONS.
 DJ4743
 DJ4743                          STATION RECOVERY (2011)
 DJ4743
 DJ4743'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4744 ***********************************************************************
 DJ4744  DESIGNATION -  6G02
 DJ4744  PID         -  DJ4744
 DJ4744  STATE/COUNTY-  WI/LINCOLN
 DJ4744  COUNTRY     -  US
 DJ4744  USGS QUAD   -  FROMM LOOKOUT TOWER (2018)
 DJ4744
 DJ4744                         *CURRENT SURVEY CONTROL
 DJ4744  ______________________________________________________________________
 DJ4744* NAD 83(1986) POSITION- 45 08 09.94   (N) 089 52 43.12   (W)   HD_HELD1
 DJ4744* NAVD 88 ORTHO HEIGHT -   438.195 (meters)     1437.64  (feet) ADJUSTED
 DJ4744  ______________________________________________________________________
 DJ4744  GEOID HEIGHT    -        -33.100 (meters)                     GEOID18
 DJ4744  DYNAMIC HEIGHT  -        438.145 (meters)     1437.48  (feet) COMP
 DJ4744  MODELED GRAVITY -    980,488.2   (mgal)                       NAVD 88
 DJ4744
 DJ4744  VERT ORDER      -  SECOND    CLASS I
 DJ4744
 DJ4744.The horizontal coordinates were determined by differentially corrected
 DJ4744.hand held GPS observations or other comparable positioning techniques
 DJ4744.and have an estimated accuracy of +/- 3 meters.
 DJ4744
 DJ4744.The orthometric height was determined by differential leveling and
 DJ4744.adjusted by the WI DEPT OF TRANSP
 DJ4744.in May 2012.
 DJ4744
 DJ4744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4744.GEOID18 height accuracy estimate available here.
 DJ4744
 DJ4744.Click photographs - Photos may exist for this station.
 DJ4744
 DJ4744.The dynamic height is computed by dividing the NAVD 88
 DJ4744.geopotential number by the normal gravity value computed on the
 DJ4744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4744.degrees latitude (g = 980.6199 gals.).
 DJ4744
 DJ4744.The modeled gravity was interpolated from observed gravity values.
 DJ4744
 DJ4744;                    North         East    Units  Estimated Accuracy
 DJ4744;SPC WI C     -   144,770.0     609,545.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4744
 DJ4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7365602100(NAD 83)
 DJ4744
 DJ4744                          SUPERSEDED SURVEY CONTROL
 DJ4744
 DJ4744  NAVD 88 (07/08/08)  438.180  (m)         1437.60   (f) SUPERSEDED  2 1
 DJ4744
 DJ4744.Superseded values are not recommended for survey control.
 DJ4744
 DJ4744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4744.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4744
 DJ4744_MARKER: DD = SURVEY DISK
 DJ4744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4744_STAMPING: 6G02 2005
 DJ4744_MARK LOGO: WIDT
 DJ4744_PROJECTION: FLUSH
 DJ4744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4744+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DJ4744
 DJ4744  HISTORY     - Date     Condition        Report By
 DJ4744  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4744  HISTORY     - 20060601 GOOD             WIDT
 DJ4744  HISTORY     - 20110706 GOOD             WIDT
 DJ4744
 DJ4744                          STATION DESCRIPTION
 DJ4744
 DJ4744'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4744'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND STATE
 DJ4744'HIGHWAY 107 NORTH WITH STATE HIGHWAY 107 TO THE SOUTH AND COUNTY
 DJ4744'HIGHWAY Z TO THE EAST ABOUT 8 MI (12.9 KM) WEST-SOUTHWEST OF THE CITY
 DJ4744'OF MERRILL, GO WEST ON STATE HIGHWAY 64 FOR 2.0 MI (3.2 KM) TO LEAFY
 DJ4744'GROVE ROAD, TURN LEFT AND GO SOUTH ON LEAFY GROVE ROAD FOR 0.85 MI
 DJ4744'(1.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4744'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4744'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4744'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DJ4744'PAVEMENT.  THE STATION IS 8.6 M (28.2 FT) EAST OF THE CENTERLINE OF
 DJ4744'LEAFY GROVE ROAD, 49 M (160.8 FT) NORTH OF THE NORTHERNMOST EXTENDED
 DJ4744'CENTER OF A PRIVATE ENTRANCE --N527--, 2 M (6.6 FT) WEST OF AN
 DJ4744'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF A WHITE
 DJ4744'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4744'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4744
 DJ4744                          STATION RECOVERY (2011)
 DJ4744
 DJ4744'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4744'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4745 ***********************************************************************
 DJ4745  DESIGNATION -  6G03
 DJ4745  PID         -  DJ4745
 DJ4745  STATE/COUNTY-  WI/LINCOLN
 DJ4745  COUNTRY     -  US
 DJ4745  USGS QUAD   -  ALEXANDER LAKE (2018)
 DJ4745
 DJ4745                         *CURRENT SURVEY CONTROL
 DJ4745  ______________________________________________________________________
 DJ4745* NAD 83(1986) POSITION- 45 08 04.36   (N) 089 50 19.14   (W)   HD_HELD1
 DJ4745* NAVD 88 ORTHO HEIGHT -   426.897 (meters)     1400.58  (feet) ADJUSTED
 DJ4745  ______________________________________________________________________
 DJ4745  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 DJ4745  DYNAMIC HEIGHT  -        426.847 (meters)     1400.41  (feet) COMP
 DJ4745  MODELED GRAVITY -    980,486.4   (mgal)                       NAVD 88
 DJ4745
 DJ4745  VERT ORDER      -  SECOND    CLASS I
 DJ4745
 DJ4745.The horizontal coordinates were determined by differentially corrected
 DJ4745.hand held GPS observations or other comparable positioning techniques
 DJ4745.and have an estimated accuracy of +/- 3 meters.
 DJ4745
 DJ4745.The orthometric height was determined by differential leveling and
 DJ4745.adjusted by the WI DEPT OF TRANSP
 DJ4745.in May 2012.
 DJ4745
 DJ4745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4745.GEOID18 height accuracy estimate available here.
 DJ4745
 DJ4745.Click photographs - Photos may exist for this station.
 DJ4745
 DJ4745.The dynamic height is computed by dividing the NAVD 88
 DJ4745.geopotential number by the normal gravity value computed on the
 DJ4745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4745.degrees latitude (g = 980.6199 gals.).
 DJ4745
 DJ4745.The modeled gravity was interpolated from observed gravity values.
 DJ4745
 DJ4745;                    North         East    Units  Estimated Accuracy
 DJ4745;SPC WI C     -   144,603.3     612,691.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4745
 DJ4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7679501817(NAD 83)
 DJ4745
 DJ4745                          SUPERSEDED SURVEY CONTROL
 DJ4745
 DJ4745  NAVD 88 (07/08/08)  426.881  (m)         1400.53   (f) SUPERSEDED  2 1
 DJ4745
 DJ4745.Superseded values are not recommended for survey control.
 DJ4745
 DJ4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4745.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4745
 DJ4745_MARKER: DD = SURVEY DISK
 DJ4745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4745_STAMPING: 6G03 2005
 DJ4745_MARK LOGO: WIDT
 DJ4745_PROJECTION: FLUSH
 DJ4745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4745+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2011
 DJ4745
 DJ4745  HISTORY     - Date     Condition        Report By
 DJ4745  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4745  HISTORY     - 20060711 GOOD             WIDT
 DJ4745  HISTORY     - 20110705 GOOD             WIDT
 DJ4745
 DJ4745                          STATION DESCRIPTION
 DJ4745
 DJ4745'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4745'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND STATE
 DJ4745'HIGHWAY 107 NORTH WITH STATE HIGHWAY 107 TO THE SOUTH AND COUNTY
 DJ4745'HIGHWAY Z TO THE EAST ABOUT 8 MI (12.9 KM) WEST-SOUTHWEST OF THE CITY
 DJ4745'OF MERRILL, GO SOUTH ON STATE HIGHWAY 107 FOR 1.0 MI (1.6 KM) TO
 DJ4745'HIGHLAND AVENUE AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4745'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4745'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4745'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DJ4745'PAVEMENT.  THE STATION IS 5 M (16.4 FT) SOUTH OF THE CENTERLINE OF
 DJ4745'HIGHLAND AVENUE, 65 M (213.3 FT) WEST OF THE CENTERLINE OF STATE
 DJ4745'HIGHWAY 107, 1 M (3.3 FT) NORTH OF AN AGRICULTURAL FIELD, AND 1.0 M
 DJ4745'(3.3 FT) EAST AND WEST OF A WHITE PLASTIC WITNESS POST.
 DJ4745'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4745'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4745
 DJ4745                          STATION RECOVERY (2011)
 DJ4745
 DJ4745'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4745'MONUMENT IS 57 M(188 FT) WEST OF A WOOD - -STOP - -SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4746 ***********************************************************************
 DJ4746  DESIGNATION -  6G04
 DJ4746  PID         -  DJ4746
 DJ4746  STATE/COUNTY-  WI/LINCOLN
 DJ4746  COUNTRY     -  US
 DJ4746  USGS QUAD   -  ALEXANDER LAKE (2018)
 DJ4746
 DJ4746                         *CURRENT SURVEY CONTROL
 DJ4746  ______________________________________________________________________
 DJ4746* NAD 83(1986) POSITION- 45 09 44.64   (N) 089 50 16.17   (W)   HD_HELD1
 DJ4746* NAVD 88 ORTHO HEIGHT -   429.757 (meters)     1409.96  (feet) ADJUSTED
 DJ4746  ______________________________________________________________________
 DJ4746  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 DJ4746  DYNAMIC HEIGHT  -        429.709 (meters)     1409.80  (feet) COMP
 DJ4746  MODELED GRAVITY -    980,491.3   (mgal)                       NAVD 88
 DJ4746
 DJ4746  VERT ORDER      -  SECOND    CLASS I
 DJ4746
 DJ4746.The horizontal coordinates were determined by differentially corrected
 DJ4746.hand held GPS observations or other comparable positioning techniques
 DJ4746.and have an estimated accuracy of +/- 3 meters.
 DJ4746
 DJ4746.The orthometric height was determined by differential leveling and
 DJ4746.adjusted by the WI DEPT OF TRANSP
 DJ4746.in May 2012.
 DJ4746
 DJ4746.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4746.GEOID18 height accuracy estimate available here.
 DJ4746
 DJ4746.Click photographs - Photos may exist for this station.
 DJ4746
 DJ4746.The dynamic height is computed by dividing the NAVD 88
 DJ4746.geopotential number by the normal gravity value computed on the
 DJ4746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4746.degrees latitude (g = 980.6199 gals.).
 DJ4746
 DJ4746.The modeled gravity was interpolated from observed gravity values.
 DJ4746
 DJ4746;                    North         East    Units  Estimated Accuracy
 DJ4746;SPC WI C     -   147,699.0     612,750.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4746
 DJ4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7696904909(NAD 83)
 DJ4746
 DJ4746                          SUPERSEDED SURVEY CONTROL
 DJ4746
 DJ4746  NAVD 88 (07/08/08)  429.741  (m)         1409.91   (f) SUPERSEDED  2 1
 DJ4746
 DJ4746.Superseded values are not recommended for survey control.
 DJ4746
 DJ4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4746.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4746
 DJ4746_MARKER: DD = SURVEY DISK
 DJ4746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4746_STAMPING: 6G04 2005
 DJ4746_MARK LOGO: WIDT
 DJ4746_PROJECTION: FLUSH
 DJ4746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4746+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2011
 DJ4746
 DJ4746  HISTORY     - Date     Condition        Report By
 DJ4746  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4746  HISTORY     - 20060712 GOOD             WIDT
 DJ4746  HISTORY     - 20110705 GOOD             WIDT
 DJ4746
 DJ4746                          STATION DESCRIPTION
 DJ4746
 DJ4746'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4746'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND STATE
 DJ4746'HIGHWAY 107 WITH COUNTY HIGHWAY M ABOUT 7 MI (11.3 KM) WEST OF THE
 DJ4746'CITY OF MERRILL, GO SOUTH ON STATE HIGHWAY 64 AND STATE HIGHWAY 107
 DJ4746'FOR 1.0 MI (1.6 KM) TO JOE SNOW ROAD, CONTINUE SOUTH ON STATE HIGHWAY
 DJ4746'64 AND STATE HIGHWAY 107 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DJ4746'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4746'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4746'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4746'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4746'14.5 M (47.6 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 64, 56.6 M
 DJ4746'(185.7 FT) NORTH OF A WOOD POST FOR A --INTERSECTION AHEAD-- SIGN,
 DJ4746'35.2 M (115.5 FT) NORTHEAST OF A POWER POLE --3105 22E11--, AND 1.0 M
 DJ4746'(3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DJ4746'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4746'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4746
 DJ4746                          STATION RECOVERY (2011)
 DJ4746
 DJ4746'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4746'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4747 ***********************************************************************
 DJ4747  DESIGNATION -  6G05
 DJ4747  PID         -  DJ4747
 DJ4747  STATE/COUNTY-  WI/LINCOLN
 DJ4747  COUNTRY     -  US
 DJ4747  USGS QUAD   -  ALEXANDER LAKE (2018)
 DJ4747
 DJ4747                         *CURRENT SURVEY CONTROL
 DJ4747  ______________________________________________________________________
 DJ4747* NAD 83(1986) POSITION- 45 10 38.06   (N) 089 47 48.53   (W)   HD_HELD1
 DJ4747* NAVD 88 ORTHO HEIGHT -   426.442 (meters)     1399.09  (feet) ADJUSTED
 DJ4747  ______________________________________________________________________
 DJ4747  GEOID HEIGHT    -        -33.122 (meters)                     GEOID18
 DJ4747  DYNAMIC HEIGHT  -        426.394 (meters)     1398.93  (feet) COMP
 DJ4747  MODELED GRAVITY -    980,492.7   (mgal)                       NAVD 88
 DJ4747
 DJ4747  VERT ORDER      -  SECOND    CLASS I
 DJ4747
 DJ4747.The horizontal coordinates were determined by differentially corrected
 DJ4747.hand held GPS observations or other comparable positioning techniques
 DJ4747.and have an estimated accuracy of +/- 3 meters.
 DJ4747
 DJ4747.The orthometric height was determined by differential leveling and
 DJ4747.adjusted by the WI DEPT OF TRANSP
 DJ4747.in May 2012.
 DJ4747
 DJ4747.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4747.GEOID18 height accuracy estimate available here.
 DJ4747
 DJ4747.Click photographs - Photos may exist for this station.
 DJ4747
 DJ4747.The dynamic height is computed by dividing the NAVD 88
 DJ4747.geopotential number by the normal gravity value computed on the
 DJ4747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4747.degrees latitude (g = 980.6199 gals.).
 DJ4747
 DJ4747.The modeled gravity was interpolated from observed gravity values.
 DJ4747
 DJ4747;                    North         East    Units  Estimated Accuracy
 DJ4747;SPC WI C     -   149,355.2     615,970.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4747
 DJ4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8024906445(NAD 83)
 DJ4747
 DJ4747                          SUPERSEDED SURVEY CONTROL
 DJ4747
 DJ4747  NAVD 88 (07/08/08)  426.426  (m)         1399.03   (f) SUPERSEDED  2 1
 DJ4747
 DJ4747.Superseded values are not recommended for survey control.
 DJ4747
 DJ4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4747.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4747
 DJ4747_MARKER: DD = SURVEY DISK
 DJ4747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4747_STAMPING: 6G05 2005
 DJ4747_MARK LOGO: WIDT
 DJ4747_PROJECTION: FLUSH
 DJ4747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4747+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2011
 DJ4747
 DJ4747  HISTORY     - Date     Condition        Report By
 DJ4747  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4747  HISTORY     - 20060717 GOOD             WIDT
 DJ4747  HISTORY     - 20110705 GOOD             WIDT
 DJ4747
 DJ4747                          STATION DESCRIPTION
 DJ4747
 DJ4747'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4747'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DJ4747'HIGHWAY E TO THE NORTH AND GRASS ROAD TO THE SOUTH ABOUT 3 MI (4.8 KM)
 DJ4747'WEST OF THE CITY OF MERRILL, GO WEST ON STATE HIGHWAY 64 FOR 0.5 MI
 DJ4747'(0.8 KM) TO CORNING ROAD, TURN LEFT AND GO SOUTH ON CORNING ROAD FOR
 DJ4747'0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4747'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4747'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4747'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DJ4747'PAVEMENT.  THE STATION IS 6.9 M (22.6 FT) WEST OF THE CENTERLINE OF
 DJ4747'CORNING ROAD, 73 M (239.5 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DJ4747'64, 9 M (29.5 FT) SOUTH OF A SECONDARY PRIVATE ENTRANCE, AND 1.0 M
 DJ4747'(3.3 FT) NORTH AND SOUTH OF A WHITE PLASTIC WITNESS POST.
 DJ4747'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4747'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4747
 DJ4747                          STATION RECOVERY (2011)
 DJ4747
 DJ4747'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4747'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4904 ***********************************************************************
 DJ4904  DESIGNATION -  6G06
 DJ4904  PID         -  DJ4904
 DJ4904  STATE/COUNTY-  WI/LINCOLN
 DJ4904  COUNTRY     -  US
 DJ4904  USGS QUAD   -  MERRILL (2018)
 DJ4904
 DJ4904                         *CURRENT SURVEY CONTROL
 DJ4904  ______________________________________________________________________
 DJ4904* NAD 83(1986) POSITION- 45 11 36.95   (N) 089 40 41.03   (W)   HD_HELD1
 DJ4904* NAVD 88 ORTHO HEIGHT -   389.439 (meters)     1277.68  (feet) ADJUSTED
 DJ4904  ______________________________________________________________________
 DJ4904  GEOID HEIGHT    -        -33.350 (meters)                     GEOID18
 DJ4904  DYNAMIC HEIGHT  -        389.398 (meters)     1277.55  (feet) COMP
 DJ4904  MODELED GRAVITY -    980,500.9   (mgal)                       NAVD 88
 DJ4904
 DJ4904  VERT ORDER      -  SECOND    CLASS I
 DJ4904
 DJ4904.The horizontal coordinates were determined by differentially corrected
 DJ4904.hand held GPS observations or other comparable positioning techniques
 DJ4904.and have an estimated accuracy of +/- 3 meters.
 DJ4904
 DJ4904.The orthometric height was determined by differential leveling and
 DJ4904.adjusted by the WI DEPT OF TRANSP
 DJ4904.in May 2012.
 DJ4904
 DJ4904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4904.GEOID18 height accuracy estimate available here.
 DJ4904
 DJ4904.Click photographs - Photos may exist for this station.
 DJ4904
 DJ4904.The dynamic height is computed by dividing the NAVD 88
 DJ4904.geopotential number by the normal gravity value computed on the
 DJ4904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4904.degrees latitude (g = 980.6199 gals.).
 DJ4904
 DJ4904.The modeled gravity was interpolated from observed gravity values.
 DJ4904
 DJ4904;                    North         East    Units  Estimated Accuracy
 DJ4904;SPC WI C     -   151,203.3     625,296.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4904
 DJ4904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8964007946(NAD 83)
 DJ4904
 DJ4904                          SUPERSEDED SURVEY CONTROL
 DJ4904
 DJ4904  NAVD 88 (07/08/08)  389.422  (m)         1277.63   (f) SUPERSEDED  2 1
 DJ4904
 DJ4904.Superseded values are not recommended for survey control.
 DJ4904
 DJ4904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4904.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4904
 DJ4904_MARKER: DD = SURVEY DISK
 DJ4904_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4904_SP_SET: BRIDGE WINGWALL
 DJ4904_STAMPING: 6G06 2005
 DJ4904_MARK LOGO: WIDT
 DJ4904_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4904+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2019
 DJ4904
 DJ4904  HISTORY     - Date     Condition        Report By
 DJ4904  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4904  HISTORY     - 20060718 GOOD             WIDT
 DJ4904  HISTORY     - 20110629 GOOD             WIDT
 DJ4904  HISTORY     - 20121202 GOOD             WIDT
 DJ4904  HISTORY     - 20190708 GOOD             WIDT
 DJ4904
 DJ4904                          STATION DESCRIPTION
 DJ4904
 DJ4904'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4904'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K (CENTER
 DJ4904'AVENUE) WITH COUNTY HIGHWAY G (14TH STREET) IN THE CITY OF MERRILL, GO
 DJ4904'NORTH ON COUNTY HIGHWAY K (CENTER AVENUE) FOR 0.1 MI (0.2 KM) TO A
 DJ4904'BRIDGE OVER THE PRAIRIE RIVER AND THE STATION ON THE LEFT.
 DJ4904'
 DJ4904'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4904'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHWEST
 DJ4904'WING WALL OF THE BRIDGE --B-35-103-98-- ABOUT LEVEL WITH THE STREET
 DJ4904'PAVEMENT,
 DJ4904'
 DJ4904'7.6 M (24.9 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY K (CENTER
 DJ4904'AVENUE).
 DJ4904
 DJ4904                          STATION RECOVERY (2011)
 DJ4904
 DJ4904'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4904'RECOVERED IN GOOD CONDITION.
 DJ4904
 DJ4904                          STATION RECOVERY (2012)
 DJ4904
 DJ4904'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DJ4904'RECOVERED AS DESCRIBED.
 DJ4904
 DJ4904                          STATION RECOVERY (2019)
 DJ4904
 DJ4904'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DJ4904'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4750 ***********************************************************************
 DJ4750  DESIGNATION -  6G07
 DJ4750  PID         -  DJ4750
 DJ4750  STATE/COUNTY-  WI/LINCOLN
 DJ4750  COUNTRY     -  US
 DJ4750  USGS QUAD   -  MERRILL (2018)
 DJ4750
 DJ4750                         *CURRENT SURVEY CONTROL
 DJ4750  ______________________________________________________________________
 DJ4750* NAD 83(1986) POSITION- 45 09 48.2    (N) 089 38 34.6    (W)   HD_HELD2
 DJ4750* NAVD 88 ORTHO HEIGHT -   397.958 (meters)     1305.63  (feet) ADJUSTED
 DJ4750  ______________________________________________________________________
 DJ4750  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 DJ4750  DYNAMIC HEIGHT  -        397.914 (meters)     1305.49  (feet) COMP
 DJ4750  MODELED GRAVITY -    980,493.3   (mgal)                       NAVD 88
 DJ4750
 DJ4750  VERT ORDER      -  SECOND    CLASS I
 DJ4750
 DJ4750.The horizontal coordinates were established by autonomous hand held GPS
 DJ4750.observations and have an estimated accuracy of +/- 10 meters.
 DJ4750
 DJ4750.The orthometric height was determined by differential leveling and
 DJ4750.adjusted by the WI DEPT OF TRANSP
 DJ4750.in May 2012.
 DJ4750
 DJ4750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4750.GEOID18 height accuracy estimate available here.
 DJ4750
 DJ4750.Click photographs - Photos may exist for this station.
 DJ4750
 DJ4750.The dynamic height is computed by dividing the NAVD 88
 DJ4750.geopotential number by the normal gravity value computed on the
 DJ4750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4750.degrees latitude (g = 980.6199 gals.).
 DJ4750
 DJ4750.The modeled gravity was interpolated from observed gravity values.
 DJ4750
 DJ4750;                    North         East    Units  Estimated Accuracy
 DJ4750;SPC WI C     -   147,858.      628,071.      MT  (+/- 10 meters HH2 GPS)
 DJ4750
 DJ4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9228804499(NAD 83)
 DJ4750
 DJ4750                          SUPERSEDED SURVEY CONTROL
 DJ4750
 DJ4750  NAVD 88 (07/08/08)  397.941  (m)         1305.58   (f) SUPERSEDED  2 1
 DJ4750
 DJ4750.Superseded values are not recommended for survey control.
 DJ4750
 DJ4750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4750.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4750
 DJ4750_MARKER: DD = SURVEY DISK
 DJ4750_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4750_SP_SET: BRIDGE COLUMN
 DJ4750_STAMPING: 6G07 2005
 DJ4750_MARK LOGO: WIDT
 DJ4750_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4750+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2011
 DJ4750
 DJ4750  HISTORY     - Date     Condition        Report By
 DJ4750  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4750  HISTORY     - 20060719 GOOD             WIDT
 DJ4750  HISTORY     - 20110629 GOOD             WIDT
 DJ4750
 DJ4750                          STATION DESCRIPTION
 DJ4750
 DJ4750'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4750'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DJ4750'HIGHWAY 17 TO THE NORTH AND COUNTY HIGHWAY W TO THE SOUTH ABOUT 1 MI
 DJ4750'(1.6 KM) EAST OF THE CITY OF MERRILL, GO SOUTH ON COUNTY HIGHWAY W FOR
 DJ4750'1.0 MI (1.6 KM) TO CENTER ROAD, TURN RIGHT AND GO WEST ON CENTER ROAD
 DJ4750'FOR 0.05 MI (0.1 KM) TO A BRIDGE OVERPASS AND THE STATION ON THE
 DJ4750'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4750'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE SOUTH FACE
 DJ4750'OF THE EASTERNMOST COLUMN SUPPORT OF THE NORTHBOUND US HIGHWAY 51
 DJ4750'BRIDGE, ABOUT 1 M (3.3 FT) ABOVE THE ROAD PAVEMENT, 8.0 M (26.2 FT)
 DJ4750'NORTH OF THE CENTERLINE OF CENTER ROAD.  ---NOTE---THIS STATION IS SET
 DJ4750'VERTICALLY AND NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4750
 DJ4750                          STATION RECOVERY (2011)
 DJ4750
 DJ4750'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4750'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4847 ***********************************************************************
 DJ4847  DESIGNATION -  6G08
 DJ4847  PID         -  DJ4847
 DJ4847  STATE/COUNTY-  WI/LINCOLN
 DJ4847  COUNTRY     -  US
 DJ4847  USGS QUAD   -  PINE DELLS (2018)
 DJ4847
 DJ4847                         *CURRENT SURVEY CONTROL
 DJ4847  ______________________________________________________________________
 DJ4847* NAD 83(1986) POSITION- 45 08 06.76   (N) 089 37 23.55   (W)   HD_HELD1
 DJ4847* NAVD 88 ORTHO HEIGHT -   378.760 (meters)     1242.65  (feet) ADJUSTED
 DJ4847  ______________________________________________________________________
 DJ4847  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 DJ4847  DYNAMIC HEIGHT  -        378.714 (meters)     1242.50  (feet) COMP
 DJ4847  MODELED GRAVITY -    980,485.5   (mgal)                       NAVD 88
 DJ4847
 DJ4847  VERT ORDER      -  SECOND    CLASS I
 DJ4847
 DJ4847.The horizontal coordinates were determined by differentially corrected
 DJ4847.hand held GPS observations or other comparable positioning techniques
 DJ4847.and have an estimated accuracy of +/- 3 meters.
 DJ4847
 DJ4847.The orthometric height was determined by differential leveling and
 DJ4847.adjusted by the WI DEPT OF TRANSP
 DJ4847.in May 2012.
 DJ4847
 DJ4847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4847.GEOID18 height accuracy estimate available here.
 DJ4847
 DJ4847.Click photographs - Photos may exist for this station.
 DJ4847
 DJ4847.The dynamic height is computed by dividing the NAVD 88
 DJ4847.geopotential number by the normal gravity value computed on the
 DJ4847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4847.degrees latitude (g = 980.6199 gals.).
 DJ4847
 DJ4847.The modeled gravity was interpolated from observed gravity values.
 DJ4847
 DJ4847;                    North         East    Units  Estimated Accuracy
 DJ4847;SPC WI C     -   144,733.5     629,637.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4847
 DJ4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9373801318(NAD 83)
 DJ4847
 DJ4847                          SUPERSEDED SURVEY CONTROL
 DJ4847
 DJ4847  NAVD 88 (07/08/08)  378.742  (m)         1242.59   (f) SUPERSEDED  2 1
 DJ4847
 DJ4847.Superseded values are not recommended for survey control.
 DJ4847
 DJ4847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4847.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4847
 DJ4847_MARKER: DD = SURVEY DISK
 DJ4847_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4847_SP_SET: BRIDGE WINGWALL
 DJ4847_STAMPING: 6G08 2005
 DJ4847_MARK LOGO: WIDT
 DJ4847_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4847+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2011
 DJ4847
 DJ4847  HISTORY     - Date     Condition        Report By
 DJ4847  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4847  HISTORY     - 20060720 GOOD             WIDT
 DJ4847  HISTORY     - 20110629 GOOD             WIDT
 DJ4847
 DJ4847                          STATION DESCRIPTION
 DJ4847
 DJ4847'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4847'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DJ4847'HIGHWAY W ABOUT 4 MI (6.4 KM) SOUTHEAST OF THE CITY OF MERRILL, GO
 DJ4847'NORTHWEST ON COUNTY HIGHWAY W FOR 0.05 MI (0.1 KM) TO A BRIDGE OVER
 DJ4847'THE PINE RIVER AND THE STATION ON THE LEFT.
 DJ4847'
 DJ4847'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4847'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHWEST
 DJ4847'WING WALL OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DJ4847'
 DJ4847'5.7 M (18.7 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY WEST.
 DJ4847'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4847
 DJ4847                          STATION RECOVERY (2011)
 DJ4847
 DJ4847'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4847'
 DJ4847'MONUMENT IS 1 M (3.3 FT) SOUTHEAST OF A WITNESS PLAQUE SET ON A
 DJ4847'TREATED WOOD GUARDRAIL POST.
 DJ4847'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4761 ***********************************************************************
 DJ4761  DESIGNATION -  6G09
 DJ4761  PID         -  DJ4761
 DJ4761  STATE/COUNTY-  WI/LINCOLN
 DJ4761  COUNTRY     -  US
 DJ4761  USGS QUAD   -  NUTTERVILLE (2018)
 DJ4761
 DJ4761                         *CURRENT SURVEY CONTROL
 DJ4761  ______________________________________________________________________
 DJ4761* NAD 83(1986) POSITION- 45 07 16.42   (N) 089 30 27.77   (W)   HD_HELD1
 DJ4761* NAVD 88 ORTHO HEIGHT -   435.279 (meters)     1428.08  (feet) ADJUSTED
 DJ4761  ______________________________________________________________________
 DJ4761  GEOID HEIGHT    -        -34.030 (meters)                     GEOID18
 DJ4761  DYNAMIC HEIGHT  -        435.226 (meters)     1427.90  (feet) COMP
 DJ4761  MODELED GRAVITY -    980,480.8   (mgal)                       NAVD 88
 DJ4761
 DJ4761  VERT ORDER      -  SECOND    CLASS I
 DJ4761
 DJ4761.The horizontal coordinates were determined by differentially corrected
 DJ4761.hand held GPS observations or other comparable positioning techniques
 DJ4761.and have an estimated accuracy of +/- 3 meters.
 DJ4761
 DJ4761.The orthometric height was determined by differential leveling and
 DJ4761.adjusted by the WI DEPT OF TRANSP
 DJ4761.in May 2012.
 DJ4761
 DJ4761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4761.GEOID18 height accuracy estimate available here.
 DJ4761
 DJ4761.Click photographs - Photos may exist for this station.
 DJ4761
 DJ4761.The dynamic height is computed by dividing the NAVD 88
 DJ4761.geopotential number by the normal gravity value computed on the
 DJ4761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4761.degrees latitude (g = 980.6199 gals.).
 DJ4761
 DJ4761.The modeled gravity was interpolated from observed gravity values.
 DJ4761
 DJ4761;                    North         East    Units  Estimated Accuracy
 DJ4761;SPC WI C     -   143,228.2     638,731.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4761
 DJ4761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0277199476(NAD 83)
 DJ4761
 DJ4761                          SUPERSEDED SURVEY CONTROL
 DJ4761
 DJ4761  NAVD 88 (07/08/08)  435.261  (m)         1428.02   (f) SUPERSEDED  2 1
 DJ4761
 DJ4761.Superseded values are not recommended for survey control.
 DJ4761
 DJ4761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4761.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4761
 DJ4761_MARKER: DD = SURVEY DISK
 DJ4761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4761_STAMPING: 6G09 2005
 DJ4761_MARK LOGO: WIDT
 DJ4761_PROJECTION: FLUSH
 DJ4761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4761+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2011
 DJ4761
 DJ4761  HISTORY     - Date     Condition        Report By
 DJ4761  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4761  HISTORY     - 20060721 GOOD             WIDT
 DJ4761  HISTORY     - 20110629 GOOD             WIDT
 DJ4761
 DJ4761                          STATION DESCRIPTION
 DJ4761
 DJ4761'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4761'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DJ4761'HIGHWAY X TO THE EAST AND COUNTY LINE ROAD TO THE WEST ABOUT 10 MI
 DJ4761'(16.1 KM) SOUTHEAST OF THE CITY OF MERRILL, GO WEST ON COUNTY LINE
 DJ4761'ROAD FOR 0.8 MI (1.3 KM) TO CAIN CREEK ROAD ON THE RIGHT, TURN RIGHT
 DJ4761'AND GO NORTH ON CAIN CREEK ROAD FOR 0.15 MI (0.2 KM) TO THE STATION ON
 DJ4761'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4761'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4761'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.3 M DEEP), LOCATED WITHIN
 DJ4761'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DJ4761'9.1 M (29.9 FT) EAST OF THE CENTERLINE OF CAIN CREEK ROAD, 27 M (88.6
 DJ4761'FT) NORTH OF A FIELD ENTRANCE, 24.0 M (78.7 FT) SOUTHEAST OF A WOOD
 DJ4761'POST FOR A --STOP AHEAD-- SIGN, 16 M (52.5 FT) SOUTH OF THE EXTENDED
 DJ4761'CENTER OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) EAST, NORTHEAST, AND
 DJ4761'NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4761'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4761'HORIZON.
 DJ4761
 DJ4761                          STATION RECOVERY (2011)
 DJ4761
 DJ4761'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4761'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4760 ***********************************************************************
 DJ4760  DESIGNATION -  6H01
 DJ4760  PID         -  DJ4760
 DJ4760  STATE/COUNTY-  WI/MARATHON
 DJ4760  COUNTRY     -  US
 DJ4760  USGS QUAD   -  KALINKE (2018)
 DJ4760
 DJ4760                         *CURRENT SURVEY CONTROL
 DJ4760  ______________________________________________________________________
 DJ4760* NAD 83(1986) POSITION- 45 05 22.79   (N) 089 27 27.09   (W)   HD_HELD1
 DJ4760* NAVD 88 ORTHO HEIGHT -   439.125 (meters)     1440.70  (feet) ADJUSTED
 DJ4760  ______________________________________________________________________
 DJ4760  GEOID HEIGHT    -        -34.291 (meters)                     GEOID18
 DJ4760  DYNAMIC HEIGHT  -        439.066 (meters)     1440.50  (feet) COMP
 DJ4760  MODELED GRAVITY -    980,467.8   (mgal)                       NAVD 88
 DJ4760
 DJ4760  VERT ORDER      -  SECOND    CLASS I
 DJ4760
 DJ4760.The horizontal coordinates were determined by differentially corrected
 DJ4760.hand held GPS observations or other comparable positioning techniques
 DJ4760.and have an estimated accuracy of +/- 3 meters.
 DJ4760
 DJ4760.The orthometric height was determined by differential leveling and
 DJ4760.adjusted by the WI DEPT OF TRANSP
 DJ4760.in May 2012.
 DJ4760
 DJ4760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4760.GEOID18 height accuracy estimate available here.
 DJ4760
 DJ4760.Click photographs - Photos may exist for this station.
 DJ4760
 DJ4760.The dynamic height is computed by dividing the NAVD 88
 DJ4760.geopotential number by the normal gravity value computed on the
 DJ4760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4760.degrees latitude (g = 980.6199 gals.).
 DJ4760
 DJ4760.The modeled gravity was interpolated from observed gravity values.
 DJ4760
 DJ4760;                    North         East    Units  Estimated Accuracy
 DJ4760;SPC WI C     -   139,745.8     642,703.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4760
 DJ4760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0661195849(NAD 83)
 DJ4760
 DJ4760                          SUPERSEDED SURVEY CONTROL
 DJ4760
 DJ4760  NAVD 88 (07/08/08)  439.106  (m)         1440.63   (f) SUPERSEDED  2 1
 DJ4760
 DJ4760.Superseded values are not recommended for survey control.
 DJ4760
 DJ4760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4760.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4760
 DJ4760_MARKER: DD = SURVEY DISK
 DJ4760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4760_STAMPING: 6H01 2005
 DJ4760_MARK LOGO: WIDT
 DJ4760_PROJECTION: FLUSH
 DJ4760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4760+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2011
 DJ4760
 DJ4760  HISTORY     - Date     Condition        Report By
 DJ4760  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4760  HISTORY     - 20060725 GOOD             WIDT
 DJ4760  HISTORY     - 20110525 GOOD             WIDT
 DJ4760
 DJ4760                          STATION DESCRIPTION
 DJ4760
 DJ4760'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4760'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DJ4760'HIGHWAY Q ABOUT 14 MI (22.5 KM) NORTHEAST OF THE CITY OF WAUSAU, GO
 DJ4760'WEST ON COUNTY HIGHWAY G FOR 1.4 MI (2.3 KM) TO SUNRISE ROAD ON THE
 DJ4760'LEFT AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DJ4760'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4760'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4760'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4760'THE STATION IS 16.3 M (53.5 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DJ4760'HIGHWAY G, 31.4 M (103.0 FT) EAST OF THE CENTERLINE OF SUNRISE ROAD,
 DJ4760'27.4 M (89.9 FT) SOUTHEAST OF A POWER POLE --3009-7R11 135/5--, AND
 DJ4760'1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC
 DJ4760'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4760'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DJ4760
 DJ4760                          STATION RECOVERY (2011)
 DJ4760
 DJ4760'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4760'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4758 ***********************************************************************
 DJ4758  DESIGNATION -  6H02
 DJ4758  PID         -  DJ4758
 DJ4758  STATE/COUNTY-  WI/MARATHON
 DJ4758  COUNTRY     -  US
 DJ4758  USGS QUAD   -  KALINKE (2018)
 DJ4758
 DJ4758                         *CURRENT SURVEY CONTROL
 DJ4758  ______________________________________________________________________
 DJ4758* NAD 83(1986) POSITION- 45 03 34.5    (N) 089 24 25.3    (W)   HD_HELD2
 DJ4758* NAVD 88 ORTHO HEIGHT -   442.610 (meters)     1452.13  (feet) ADJUSTED
 DJ4758  ______________________________________________________________________
 DJ4758  GEOID HEIGHT    -        -34.552 (meters)                     GEOID18
 DJ4758  DYNAMIC HEIGHT  -        442.545 (meters)     1451.92  (feet) COMP
 DJ4758  MODELED GRAVITY -    980,456.7   (mgal)                       NAVD 88
 DJ4758
 DJ4758  VERT ORDER      -  SECOND    CLASS I
 DJ4758
 DJ4758.The horizontal coordinates were established by autonomous hand held GPS
 DJ4758.observations and have an estimated accuracy of +/- 10 meters.
 DJ4758
 DJ4758.The orthometric height was determined by differential leveling and
 DJ4758.adjusted by the WI DEPT OF TRANSP
 DJ4758.in May 2012.
 DJ4758
 DJ4758.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4758.GEOID18 height accuracy estimate available here.
 DJ4758
 DJ4758.Click photographs - Photos may exist for this station.
 DJ4758
 DJ4758.The dynamic height is computed by dividing the NAVD 88
 DJ4758.geopotential number by the normal gravity value computed on the
 DJ4758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4758.degrees latitude (g = 980.6199 gals.).
 DJ4758
 DJ4758.The modeled gravity was interpolated from observed gravity values.
 DJ4758
 DJ4758;                    North         East    Units  Estimated Accuracy
 DJ4758;SPC WI C     -   136,431.      646,703.      MT  (+/- 10 meters HH2 GPS)
 DJ4758
 DJ4758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1048692387(NAD 83)
 DJ4758
 DJ4758                          SUPERSEDED SURVEY CONTROL
 DJ4758
 DJ4758  NAVD 88 (07/08/08)  442.591  (m)         1452.07   (f) SUPERSEDED  2 1
 DJ4758
 DJ4758.Superseded values are not recommended for survey control.
 DJ4758
 DJ4758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4758.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4758
 DJ4758_MARKER: DD = SURVEY DISK
 DJ4758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4758_STAMPING: 6H02 2005
 DJ4758_MARK LOGO: WIDT
 DJ4758_PROJECTION: FLUSH
 DJ4758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4758+STABILITY: SURFACE MOTION
 DJ4758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4758+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2013
 DJ4758
 DJ4758  HISTORY     - Date     Condition        Report By
 DJ4758  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4758  HISTORY     - 20060725 GOOD             WIDT
 DJ4758  HISTORY     - 20110525 GOOD             WIDT
 DJ4758  HISTORY     - 20130805 GOOD             WIDT
 DJ4758
 DJ4758                          STATION DESCRIPTION
 DJ4758
 DJ4758'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4758'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 WITH COUNTY
 DJ4758'HIGHWAY Q ABOUT 11 MI (17.7 KM) NORTHEAST OF THE CITY OF WAUSAU, GO
 DJ4758'EAST ON STATE HIGHWAY 52 FOR 1.0 MI (1.6 KM) TO PIT ROAD ON THE LEFT,
 DJ4758'TURN LEFT AND GO NORTH ON PIT ROAD FOR 2.0 MI (3.2 KM) TO LANDING ROAD
 DJ4758'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4758'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4758'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4758'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DJ4758'THE STATION IS 6.4 M (21.0 FT) EAST OF THE CENTERLINE OF PIT ROAD,
 DJ4758'25.0 M (82.0 FT) SOUTH OF THE CENTERLINE OF LANDING ROAD, 19.3 M (63.3
 DJ4758'FT) SOUTH OF A POWER POLE --3009-27W2--, 12.8 M (42.0 FT) EAST OF A
 DJ4758'POWER POLE --3009-28E14 249 1--, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF
 DJ4758'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4758'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4758
 DJ4758                          STATION RECOVERY (2011)
 DJ4758
 DJ4758'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4758'RECOVERED IN GOOD CONDITION
 DJ4758
 DJ4758                          STATION RECOVERY (2013)
 DJ4758
 DJ4758'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DJ4758'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4848 ***********************************************************************
 DJ4848  DESIGNATION -  6H04
 DJ4848  PID         -  DJ4848
 DJ4848  STATE/COUNTY-  WI/MARATHON
 DJ4848  COUNTRY     -  US
 DJ4848  USGS QUAD   -  HOGARTY (2018)
 DJ4848
 DJ4848                         *CURRENT SURVEY CONTROL
 DJ4848  ______________________________________________________________________
 DJ4848* NAD 83(1986) POSITION- 45 01 47.8    (N) 089 20 37.7    (W)   HD_HELD2
 DJ4848* NAVD 88 ORTHO HEIGHT -   442.464 (meters)     1451.65  (feet) ADJUSTED
 DJ4848  ______________________________________________________________________
 DJ4848  GEOID HEIGHT    -        -34.824 (meters)                     GEOID18
 DJ4848  DYNAMIC HEIGHT  -        442.398 (meters)     1451.43  (feet) COMP
 DJ4848  MODELED GRAVITY -    980,453.4   (mgal)                       NAVD 88
 DJ4848
 DJ4848  VERT ORDER      -  SECOND    CLASS I
 DJ4848
 DJ4848.The horizontal coordinates were established by autonomous hand held GPS
 DJ4848.observations and have an estimated accuracy of +/- 10 meters.
 DJ4848
 DJ4848.The orthometric height was determined by differential leveling and
 DJ4848.adjusted by the WI DEPT OF TRANSP
 DJ4848.in May 2012.
 DJ4848
 DJ4848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4848.GEOID18 height accuracy estimate available here.
 DJ4848
 DJ4848.Click photographs - Photos may exist for this station.
 DJ4848
 DJ4848.The dynamic height is computed by dividing the NAVD 88
 DJ4848.geopotential number by the normal gravity value computed on the
 DJ4848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4848.degrees latitude (g = 980.6199 gals.).
 DJ4848
 DJ4848.The modeled gravity was interpolated from observed gravity values.
 DJ4848
 DJ4848;                    North         East    Units  Estimated Accuracy
 DJ4848;SPC WI C     -   133,176.      651,708.      MT  (+/- 10 meters HH2 GPS)
 DJ4848
 DJ4848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1536888949(NAD 83)
 DJ4848
 DJ4848                          SUPERSEDED SURVEY CONTROL
 DJ4848
 DJ4848  NAVD 88 (07/08/08)  442.444  (m)         1451.59   (f) SUPERSEDED  2 1
 DJ4848
 DJ4848.Superseded values are not recommended for survey control.
 DJ4848
 DJ4848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4848.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4848
 DJ4848_MARKER: DD = SURVEY DISK
 DJ4848_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ4848_SP_SET: BOX CULVERT
 DJ4848_STAMPING: 6H04 2005
 DJ4848_MARK LOGO: WIDT
 DJ4848_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4848+STABILITY: SURFACE MOTION
 DJ4848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4848+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2011
 DJ4848
 DJ4848  HISTORY     - Date     Condition        Report By
 DJ4848  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4848  HISTORY     - 20060726 GOOD             WIDT
 DJ4848  HISTORY     - 20110525 GOOD             WIDT
 DJ4848
 DJ4848                          STATION DESCRIPTION
 DJ4848
 DJ4848'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4848'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 WITH COUNTY
 DJ4848'HIGHWAY Y SOUTH ABOUT 15 MI (24.1 KM) NORTHEAST OF THE CITY OF WAUSAU,
 DJ4848'GO WEST ON STATE HIGHWAY 52 FOR 0.35 MI (0.6 KM) TO A CONCRETE BOX
 DJ4848'CULVERT AND THE STATION ON THE RIGHT.
 DJ4848'
 DJ4848'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4848'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DJ4848'OF THE CONCRETE BOX CULVERT --C-37-075--, ABOUT LEVEL WITH THE HIGHWAY
 DJ4848'PAVEMENT.
 DJ4848'
 DJ4848'THE STATION IS 9.5 M (31.2 FT) NORTH OF THE CENTERLINE OF STATE
 DJ4848'HIGHWAY 52 AND 0.3 M (1.0 FT) EAST OF A WHITE FIBERGLASS WITNESS POST.
 DJ4848
 DJ4848                          STATION RECOVERY (2011)
 DJ4848
 DJ4848'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4848'NOTE - - THE STATION IS OBSTRUCTED UP TO 40 DEGREES ABOVE THE HORIZON
 DJ4848'TO THE SOUTH AND THE NORTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4754 ***********************************************************************
 DJ4754  DESIGNATION -  6H06
 DJ4754  PID         -  DJ4754
 DJ4754  STATE/COUNTY-  WI/MARATHON
 DJ4754  COUNTRY     -  US
 DJ4754  USGS QUAD   -  HATLEY (2018)
 DJ4754
 DJ4754                         *CURRENT SURVEY CONTROL
 DJ4754  ______________________________________________________________________
 DJ4754* NAD 83(1986) POSITION- 44 58 55.6    (N) 089 19 33.0    (W)   HD_HELD2
 DJ4754* NAVD 88 ORTHO HEIGHT -   417.803 (meters)     1370.74  (feet) ADJUSTED
 DJ4754  ______________________________________________________________________
 DJ4754  GEOID HEIGHT    -        -35.059 (meters)                     GEOID18
 DJ4754  DYNAMIC HEIGHT  -        417.738 (meters)     1370.53  (feet) COMP
 DJ4754  MODELED GRAVITY -    980,449.1   (mgal)                       NAVD 88
 DJ4754
 DJ4754  VERT ORDER      -  SECOND    CLASS I
 DJ4754
 DJ4754.The horizontal coordinates were established by autonomous hand held GPS
 DJ4754.observations and have an estimated accuracy of +/- 10 meters.
 DJ4754
 DJ4754.The orthometric height was determined by differential leveling and
 DJ4754.adjusted by the WI DEPT OF TRANSP
 DJ4754.in May 2012.
 DJ4754
 DJ4754.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4754.GEOID18 height accuracy estimate available here.
 DJ4754
 DJ4754.Click photographs - Photos may exist for this station.
 DJ4754
 DJ4754.The dynamic height is computed by dividing the NAVD 88
 DJ4754.geopotential number by the normal gravity value computed on the
 DJ4754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4754.degrees latitude (g = 980.6199 gals.).
 DJ4754
 DJ4754.The modeled gravity was interpolated from observed gravity values.
 DJ4754
 DJ4754;                    North         East    Units  Estimated Accuracy
 DJ4754;SPC WI C     -   127,872.      653,169.      MT  (+/- 10 meters HH2 GPS)
 DJ4754
 DJ4754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1663183594(NAD 83)
 DJ4754
 DJ4754                          SUPERSEDED SURVEY CONTROL
 DJ4754
 DJ4754  NAVD 88 (07/08/08)  417.782  (m)         1370.67   (f) SUPERSEDED  2 1
 DJ4754
 DJ4754.Superseded values are not recommended for survey control.
 DJ4754
 DJ4754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4754.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4754
 DJ4754_MARKER: DD = SURVEY DISK
 DJ4754_SETTING: 66 = SET IN ROCK OUTCROP
 DJ4754_STAMPING: 6H06 2005
 DJ4754_MARK LOGO: WIDT
 DJ4754_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ4754+STABILITY: POSITION/ELEVATION WELL
 DJ4754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4754+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 DJ4754
 DJ4754  HISTORY     - Date     Condition        Report By
 DJ4754  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4754  HISTORY     - 20060727 GOOD             WIDT
 DJ4754  HISTORY     - 20110525 GOOD             WIDT
 DJ4754  HISTORY     - 20130806 GOOD             WIDT
 DJ4754
 DJ4754                          STATION DESCRIPTION
 DJ4754
 DJ4754'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4754'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DJ4754'HIGHWAY Y ABOUT 4 MI (6.4 KM) NORTH OF THE VILLAGE OF HATLEY, GO NORTH
 DJ4754'ON COUNTY HIGHWAY N FOR 1.0 MI (1.6 KM) TO PINE VIEW ROAD, CONTINUE
 DJ4754'NORTH ON COUNTY HIGHWAY N FOR 1.8 MI (2.9 KM) TO THE STATION ON THE
 DJ4754'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4754'GEODETIC SURVEY CONTROL STATION DISK SET IN A ROCK OUTCROP, LOCATED
 DJ4754'WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DJ4754'THE STATION IS 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF COUNTY
 DJ4754'HIGHWAY Y, 15 M (49.2 FT) NORTH OF A FIELD ENTRANCE, 10.4 M (34.1 FT)
 DJ4754'SOUTH OF A POWER POLE --B389 P-S 630--, AND 1.0 M (3.3 FT) WEST OF A
 DJ4754'WHITE PLASTIC WITNESS POST.  ---NOTE---PART OF THE BEDROCK IS HIGHER
 DJ4754'THAN THE DATUM POINT OF THE DISK.
 DJ4754
 DJ4754                          STATION RECOVERY (2011)
 DJ4754
 DJ4754'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4754'RECOVERED IN GOOD CONDITION
 DJ4754
 DJ4754                          STATION RECOVERY (2013)
 DJ4754
 DJ4754'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DJ4754'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4753 ***********************************************************************
 DJ4753  DESIGNATION -  6H07
 DJ4753  PID         -  DJ4753
 DJ4753  STATE/COUNTY-  WI/MARATHON
 DJ4753  COUNTRY     -  US
 DJ4753  USGS QUAD   -  HATLEY (2018)
 DJ4753
 DJ4753                         *CURRENT SURVEY CONTROL
 DJ4753  ______________________________________________________________________
 DJ4753* NAD 83(1986) POSITION- 44 57 43.0    (N) 089 19 32.0    (W)   HD_HELD2
 DJ4753* NAVD 88 ORTHO HEIGHT -   419.968 (meters)     1377.85  (feet) ADJUSTED
 DJ4753  ______________________________________________________________________
 DJ4753  GEOID HEIGHT    -        -35.141 (meters)                     GEOID18
 DJ4753  DYNAMIC HEIGHT  -        419.902 (meters)     1377.63  (feet) COMP
 DJ4753  MODELED GRAVITY -    980,448.0   (mgal)                       NAVD 88
 DJ4753
 DJ4753  VERT ORDER      -  SECOND    CLASS I
 DJ4753
 DJ4753.The horizontal coordinates were established by autonomous hand held GPS
 DJ4753.observations and have an estimated accuracy of +/- 10 meters.
 DJ4753
 DJ4753.The orthometric height was determined by differential leveling and
 DJ4753.adjusted by the WI DEPT OF TRANSP
 DJ4753.in May 2012.
 DJ4753
 DJ4753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4753.GEOID18 height accuracy estimate available here.
 DJ4753
 DJ4753.Click photographs - Photos may exist for this station.
 DJ4753
 DJ4753.The dynamic height is computed by dividing the NAVD 88
 DJ4753.geopotential number by the normal gravity value computed on the
 DJ4753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4753.degrees latitude (g = 980.6199 gals.).
 DJ4753
 DJ4753.The modeled gravity was interpolated from observed gravity values.
 DJ4753
 DJ4753;                    North         East    Units  Estimated Accuracy
 DJ4753;SPC WI C     -   125,631.      653,209.      MT  (+/- 10 meters HH2 GPS)
 DJ4753
 DJ4753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1658981353(NAD 83)
 DJ4753
 DJ4753                          SUPERSEDED SURVEY CONTROL
 DJ4753
 DJ4753  NAVD 88 (07/08/08)  419.947  (m)         1377.78   (f) SUPERSEDED  2 1
 DJ4753
 DJ4753.Superseded values are not recommended for survey control.
 DJ4753
 DJ4753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4753.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4753
 DJ4753_MARKER: DD = SURVEY DISK
 DJ4753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4753_STAMPING: 6H07 2005
 DJ4753_MARK LOGO: WIDT
 DJ4753_PROJECTION: FLUSH
 DJ4753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4753+STABILITY: SURFACE MOTION
 DJ4753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4753+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 DJ4753
 DJ4753  HISTORY     - Date     Condition        Report By
 DJ4753  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4753  HISTORY     - 20060727 GOOD             WIDT
 DJ4753  HISTORY     - 20110525 GOOD             WIDT
 DJ4753  HISTORY     - 20130806 GOOD             WIDT
 DJ4753
 DJ4753                          STATION DESCRIPTION
 DJ4753
 DJ4753'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4753'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DJ4753'HIGHWAY Y ABOUT 4 MI (6.4 KM) NORTH OF THE VILLAGE OF HATLEY, GO NORTH
 DJ4753'ON COUNTY HIGHWAY Y FOR 1.0 TO PINE VIEW ROAD, CONTINUE NORTH ON
 DJ4753'COUNTY HIGHWAY Y FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.  THE
 DJ4753'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4753'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4753'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4753'ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 11.7 M
 DJ4753'(38.4 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY Y, 38.1 M (125.0
 DJ4753'FT) SOUTHWEST OF A TELEPHONE PEDESTAL --MUX LP 3--, 28.5 M (93.5 FT)
 DJ4753'SOUTHWEST OF A POWER POLE --2910 29L6--, AND 1.0 M (3.3 FT) WEST,
 DJ4753'NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4753'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4753'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4753
 DJ4753                          STATION RECOVERY (2011)
 DJ4753
 DJ4753'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4753'RECOVERED IN GOOD CONDITION
 DJ4753
 DJ4753                          STATION RECOVERY (2013)
 DJ4753
 DJ4753'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DJ4753'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4751 ***********************************************************************
 DJ4751  DESIGNATION -  6H08
 DJ4751  PID         -  DJ4751
 DJ4751  STATE/COUNTY-  WI/MARATHON
 DJ4751  COUNTRY     -  US
 DJ4751  USGS QUAD   -  HATLEY (2018)
 DJ4751
 DJ4751                         *CURRENT SURVEY CONTROL
 DJ4751  ______________________________________________________________________
 DJ4751* NAD 83(1986) POSITION- 44 54 16.7    (N) 089 19 47.2    (W)   HD_HELD2
 DJ4751* NAVD 88 ORTHO HEIGHT -   388.103 (meters)     1273.30  (feet) ADJUSTED
 DJ4751  ______________________________________________________________________
 DJ4751  GEOID HEIGHT    -        -35.359 (meters)                     GEOID18
 DJ4751  DYNAMIC HEIGHT  -        388.040 (meters)     1273.09  (feet) COMP
 DJ4751  MODELED GRAVITY -    980,444.4   (mgal)                       NAVD 88
 DJ4751
 DJ4751  VERT ORDER      -  SECOND    CLASS I
 DJ4751
 DJ4751.The horizontal coordinates were established by autonomous hand held GPS
 DJ4751.observations and have an estimated accuracy of +/- 10 meters.
 DJ4751
 DJ4751.The orthometric height was determined by differential leveling and
 DJ4751.adjusted by the WI DEPT OF TRANSP
 DJ4751.in May 2012.
 DJ4751
 DJ4751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4751.GEOID18 height accuracy estimate available here.
 DJ4751
 DJ4751.Click photographs - Photos may exist for this station.
 DJ4751
 DJ4751.The dynamic height is computed by dividing the NAVD 88
 DJ4751.geopotential number by the normal gravity value computed on the
 DJ4751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4751.degrees latitude (g = 980.6199 gals.).
 DJ4751
 DJ4751.The modeled gravity was interpolated from observed gravity values.
 DJ4751
 DJ4751;                    North         East    Units  Estimated Accuracy
 DJ4751;SPC WI C     -   119,261.      652,929.      MT  (+/- 10 meters HH2 GPS)
 DJ4751
 DJ4751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1607374997(NAD 83)
 DJ4751
 DJ4751                          SUPERSEDED SURVEY CONTROL
 DJ4751
 DJ4751  NAVD 88 (07/08/08)  388.082  (m)         1273.23   (f) SUPERSEDED  2 1
 DJ4751
 DJ4751.Superseded values are not recommended for survey control.
 DJ4751
 DJ4751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4751.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4751
 DJ4751_MARKER: DD = SURVEY DISK
 DJ4751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4751_STAMPING: 6H08 2005
 DJ4751_MARK LOGO: WIDT
 DJ4751_PROJECTION: FLUSH
 DJ4751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4751+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2006
 DJ4751
 DJ4751  HISTORY     - Date     Condition        Report By
 DJ4751  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4751  HISTORY     - 20060728 GOOD             WIDT
 DJ4751
 DJ4751                          STATION DESCRIPTION
 DJ4751
 DJ4751'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4751'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DJ4751'HIGHWAY Y (EXIT 185) NEAR THE VILLAGE OF HATLEY, GO NORTHERLY ON
 DJ4751'COUNTY HIGHWAY Y FOR 0.75 MI (1.2 KM) TO COUNTY HIGHWAY DD ON THE
 DJ4751'RIGHT, CONTINUE NORTH ON COUNTY HIGHWAY Y FOR 1.15 MI (1.9 KM) TO THE
 DJ4751'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4751'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4751'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4751'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4751'IS 11.9 M (39.0 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY Y, 45.5 M
 DJ4751'(149.3 FT) NORTHWEST OF A POWER POLE --28-10-18 43/14--, 36.0 M (118.1
 DJ4751'FT) SOUTHWEST OF A POWER POLE --28-10-18 44/17--, 18.6 M (61.0 FT)
 DJ4751'SOUTH OF A TELEPHONE PEDESTAL --1718--, AND 1.0 M (3.3 FT) WEST,
 DJ4751'NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4751'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4751'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1791 ***********************************************************************
 DP1791  DESIGNATION -  6H09
 DP1791  PID         -  DP1791
 DP1791  STATE/COUNTY-  WI/MARATHON
 DP1791  COUNTRY     -  US
 DP1791  USGS QUAD   -  HOGARTY (2018)
 DP1791
 DP1791                         *CURRENT SURVEY CONTROL
 DP1791  ______________________________________________________________________
 DP1791* NAD 83(1986) POSITION- 45 05 16.6    (N) 089 22 14.8    (W)   HD_HELD2
 DP1791* NAVD 88 ORTHO HEIGHT -   449.367 (meters)     1474.30  (feet) ADJUSTED
 DP1791  ______________________________________________________________________
 DP1791  GEOID HEIGHT    -        -34.481 (meters)                     GEOID18
 DP1791  DYNAMIC HEIGHT  -        449.303 (meters)     1474.09  (feet) COMP
 DP1791  MODELED GRAVITY -    980,463.1   (mgal)                       NAVD 88
 DP1791
 DP1791  VERT ORDER      -  SECOND    CLASS I
 DP1791
 DP1791.The horizontal coordinates were established by autonomous hand held GPS
 DP1791.observations and have an estimated accuracy of +/- 10 meters.
 DP1791
 DP1791.The orthometric height was determined by differential leveling and
 DP1791.adjusted by the NATIONAL GEODETIC SURVEY
 DP1791.in February 2017.
 DP1791
 DP1791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1791.GEOID18 height accuracy estimate available here.
 DP1791
 DP1791.Click photographs - Photos may exist for this station.
 DP1791
 DP1791.The dynamic height is computed by dividing the NAVD 88
 DP1791.geopotential number by the normal gravity value computed on the
 DP1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1791.degrees latitude (g = 980.6199 gals.).
 DP1791
 DP1791.The modeled gravity was interpolated from observed gravity values.
 DP1791
 DP1791;                    North         East    Units  Estimated Accuracy
 DP1791;SPC WI C     -   139,604.      649,533.      MT  (+/- 10 meters HH2 GPS)
 DP1791
 DP1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1343295454(NAD 83)
 DP1791
 DP1791                          SUPERSEDED SURVEY CONTROL
 DP1791
 DP1791  NAVD 88 (03/19/14)  449.368  (m)         1474.30   (f) SUPERSEDED  2 1
 DP1791
 DP1791.Superseded values are not recommended for survey control.
 DP1791
 DP1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1791.See file dsdata.pdf to determine how the superseded data were derived.
 DP1791
 DP1791_MARKER: DD = SURVEY DISK
 DP1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1791_STAMPING: 6H09 2012
 DP1791_MARK LOGO: WIDT
 DP1791_PROJECTION: FLUSH
 DP1791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1791+STABILITY: SURFACE MOTION
 DP1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1791+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2013
 DP1791
 DP1791  HISTORY     - Date     Condition        Report By
 DP1791  HISTORY     - 2012     MONUMENTED       WIDT
 DP1791  HISTORY     - 20130809 GOOD             WIDT
 DP1791
 DP1791                          STATION DESCRIPTION
 DP1791
 DP1791'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1791'THE STATION IS LOCATED APPROXIMATELY 16.5 MI (26.5 KM) SOUTHEAST OF
 DP1791'MERRILL, 11.2 MI (18.0 KM) SOUTHWEST OF ANTIGO AND 9.4 MI (15.1 KM)
 DP1791'NORTHWEST OF ANIWA.
 DP1791'
 DP1791'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DP1791'HIGHWAY Q ABOUT 13 MI (20.9 KM) NORTHEAST OF THE CITY OF WAUSAU, GO
 DP1791'EAST ON COUNTY HIGHWAY G FOR 2.0 MI (3.2 KM) TO WOODLAND ROAD.
 DP1791'CONTINUE EAST ON COUNTY HIGHWAY G FOR 0.75 MI (1.2 KM) TO THE STATION
 DP1791'ON THE RIGHT.
 DP1791'
 DP1791'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1791'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1791'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1791'M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 10.2 M
 DP1791'(33.5 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY G, 34.1 M (111.9
 DP1791'FT) EAST OF A POWER POLE -482-, 26.4 M (86.6 FT) SOUTHWEST OF A
 DP1791'TELEPHONE PEDESTAL -3548- AND LOCATED IN THE CENTER OF A TRIANGLE
 DP1791'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1791'
 DP1791'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1791'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED POWER POLE TO THE
 DP1791'WEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND POWER LINES NEARLY
 DP1791'DIRECTLY OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1790 ***********************************************************************
 DP1790  DESIGNATION -  6H10
 DP1790  PID         -  DP1790
 DP1790  STATE/COUNTY-  WI/MARATHON
 DP1790  COUNTRY     -  US
 DP1790  USGS QUAD   -  HOGARTY (2018)
 DP1790
 DP1790                         *CURRENT SURVEY CONTROL
 DP1790  ______________________________________________________________________
 DP1790* NAD 83(1986) POSITION- 45 05 16.9    (N) 089 19 56.7    (W)   HD_HELD2
 DP1790* NAVD 88 ORTHO HEIGHT -   456.746 (meters)     1498.51  (feet) ADJUSTED
 DP1790  ______________________________________________________________________
 DP1790  GEOID HEIGHT    -        -34.565 (meters)                     GEOID18
 DP1790  DYNAMIC HEIGHT  -        456.683 (meters)     1498.30  (feet) COMP
 DP1790  MODELED GRAVITY -    980,464.5   (mgal)                       NAVD 88
 DP1790
 DP1790  VERT ORDER      -  SECOND    CLASS I
 DP1790
 DP1790.The horizontal coordinates were established by autonomous hand held GPS
 DP1790.observations and have an estimated accuracy of +/- 10 meters.
 DP1790
 DP1790.The orthometric height was determined by differential leveling and
 DP1790.adjusted by the NATIONAL GEODETIC SURVEY
 DP1790.in February 2017.
 DP1790
 DP1790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1790.GEOID18 height accuracy estimate available here.
 DP1790
 DP1790.Click photographs - Photos may exist for this station.
 DP1790
 DP1790.The dynamic height is computed by dividing the NAVD 88
 DP1790.geopotential number by the normal gravity value computed on the
 DP1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1790.degrees latitude (g = 980.6199 gals.).
 DP1790
 DP1790.The modeled gravity was interpolated from observed gravity values.
 DP1790
 DP1790;                    North         East    Units  Estimated Accuracy
 DP1790;SPC WI C     -   139,637.      652,553.      MT  (+/- 10 meters HH2 GPS)
 DP1790
 DP1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1645195375(NAD 83)
 DP1790
 DP1790                          SUPERSEDED SURVEY CONTROL
 DP1790
 DP1790  NAVD 88 (03/19/14)  456.749  (m)         1498.52   (f) SUPERSEDED  2 1
 DP1790
 DP1790.Superseded values are not recommended for survey control.
 DP1790
 DP1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1790.See file dsdata.pdf to determine how the superseded data were derived.
 DP1790
 DP1790_MARKER: DD = SURVEY DISK
 DP1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1790_STAMPING: 6H10 2012
 DP1790_MARK LOGO: WIDT
 DP1790_PROJECTION: FLUSH
 DP1790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1790+STABILITY: SURFACE MOTION
 DP1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1790+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 DP1790
 DP1790  HISTORY     - Date     Condition        Report By
 DP1790  HISTORY     - 2012     MONUMENTED       WIDT
 DP1790  HISTORY     - 20130808 GOOD             WIDT
 DP1790
 DP1790                          STATION DESCRIPTION
 DP1790
 DP1790'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1790'THE STATION IS LOCATED APPROXIMATELY 18.3 M (60.0 FT) SOUTHEAST OF
 DP1790'MERRILL, 9.5 MI (15.3 KM) SOUTHWEST OF ANTIGO AND 8.0 MI (12.9 KM)
 DP1790'NORTHWEST OF ANIWA.
 DP1790'
 DP1790'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DP1790'HIGHWAY Q ABOUT 13 MI (20.9 KM) NORTHEAST OF THE CITY OF WAUSAU, GO
 DP1790'EAST ON COUNTY HIGHWAY G FOR 4.0 MI (6.4 KM) TO ROCKY ROAD ON THE
 DP1790'LEFT.  CONTINUE EAST ON COUNTY HIGHWAY G FOR 0.75 MI (1.2 KM) TO A
 DP1790'GRAVEL DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH ABOUT 200 FT
 DP1790'(61.0 M) INTO A CLEARING AND THE STATION ON THE RIGHT.
 DP1790'
 DP1790'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1790'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1790'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP.  THE STATION IS 64.3
 DP1790'M (211.0 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY G AND LOCATED
 DP1790'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP1790'POSTS.
 DP1790'
 DP1790'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP1790'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1789 ***********************************************************************
 DP1789  DESIGNATION -  6H11
 DP1789  PID         -  DP1789
 DP1789  STATE/COUNTY-  WI/MARATHON
 DP1789  COUNTRY     -  US
 DP1789  USGS QUAD   -  HOGARTY (2018)
 DP1789
 DP1789                         *CURRENT SURVEY CONTROL
 DP1789  ______________________________________________________________________
 DP1789* NAD 83(1986) POSITION- 45 05 14.4    (N) 089 17 19.7    (W)   HD_HELD2
 DP1789* NAVD 88 ORTHO HEIGHT -   443.623 (meters)     1455.45  (feet) ADJUSTED
 DP1789  ______________________________________________________________________
 DP1789  GEOID HEIGHT    -        -34.671 (meters)                     GEOID18
 DP1789  DYNAMIC HEIGHT  -        443.562 (meters)     1455.25  (feet) COMP
 DP1789  MODELED GRAVITY -    980,465.3   (mgal)                       NAVD 88
 DP1789
 DP1789  VERT ORDER      -  SECOND    CLASS I
 DP1789
 DP1789.The horizontal coordinates were established by autonomous hand held GPS
 DP1789.observations and have an estimated accuracy of +/- 10 meters.
 DP1789
 DP1789.The orthometric height was determined by differential leveling and
 DP1789.adjusted by the NATIONAL GEODETIC SURVEY
 DP1789.in February 2017.
 DP1789
 DP1789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1789.GEOID18 height accuracy estimate available here.
 DP1789
 DP1789.Click photographs - Photos may exist for this station.
 DP1789
 DP1789.The dynamic height is computed by dividing the NAVD 88
 DP1789.geopotential number by the normal gravity value computed on the
 DP1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1789.degrees latitude (g = 980.6199 gals.).
 DP1789
 DP1789.The modeled gravity was interpolated from observed gravity values.
 DP1789
 DP1789;                    North         East    Units  Estimated Accuracy
 DP1789;SPC WI C     -   139,589.      655,987.      MT  (+/- 10 meters HH2 GPS)
 DP1789
 DP1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1988195200(NAD 83)
 DP1789
 DP1789                          SUPERSEDED SURVEY CONTROL
 DP1789
 DP1789  NAVD 88 (03/19/14)  443.628  (m)         1455.47   (f) SUPERSEDED  2 1
 DP1789
 DP1789.Superseded values are not recommended for survey control.
 DP1789
 DP1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1789.See file dsdata.pdf to determine how the superseded data were derived.
 DP1789
 DP1789_MARKER: DD = SURVEY DISK
 DP1789_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1789_SP_SET: ABUTMENT
 DP1789_STAMPING: 6H11 2012
 DP1789_MARK LOGO: WIDT
 DP1789_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1789+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2013
 DP1789
 DP1789  HISTORY     - Date     Condition        Report By
 DP1789  HISTORY     - 2012     MONUMENTED       WIDT
 DP1789  HISTORY     - 20130812 GOOD             WIDT
 DP1789
 DP1789                          STATION DESCRIPTION
 DP1789
 DP1789'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1789'THE STATION IS LOCATED APPROXIMATELY 18.9 MI (30.4 KM) SOUTHEAST OF
 DP1789'MERRILL, 7.5 MI (12.1 KM) SOUTHWEST OF ANTIGO AND 6.6 MI (10.6 KM)
 DP1789'NORTHWEST OF ANIWA.
 DP1789'
 DP1789'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DP1789'HIGHWAY Y, LOCATED APPROXIMATELY 7.3 MI (11.7 KM) SOUTHWEST OF THE
 DP1789'CITY OF ANTIGO, GO WEST ON COUNTY HIGHWAY G FOR 0.15 MI (0.2 KM) TO A
 DP1789'BRIDGE OVER A STREAM AND THE STATION ON THE RIGHT.
 DP1789'
 DP1789'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1789'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DP1789'OF THE WEST ABUTMENT OF BRIDGE NUMBER B-37-406, ABOUT LEVEL WITH THE
 DP1789'HIGHWAY PAVEMENT.  THE STATION IS 5.3 M (17.4 FT) NORTH OF THE
 DP1789'CENTERLINE OF COUNTY HIGHWAY G, 1.5 M (4.9 FT) EAST OF A STRIPED BLACK
 DP1789'AND YELLOW SIGN, 0.8 M (2.6 FT) EAST OF A WHITE PLASTIC WITNESS POST
 DP1789'AND 0.5 M (1.6 FT) NORTH OF THE GUARDRAIL.
 DP1789'
 DP1789'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1789'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED SIGN TO THE WEST
 DP1789'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1788 ***********************************************************************
 DP1788  DESIGNATION -  6H12
 DP1788  PID         -  DP1788
 DP1788  STATE/COUNTY-  WI/MARATHON
 DP1788  COUNTRY     -  US
 DP1788  USGS QUAD   -  HOGARTY (2018)
 DP1788
 DP1788                         *CURRENT SURVEY CONTROL
 DP1788  ______________________________________________________________________
 DP1788* NAD 83(1986) POSITION- 45 05 14.1    (N) 089 15 08.3    (W)   HD_HELD2
 DP1788* NAVD 88 ORTHO HEIGHT -   436.922 (meters)     1433.47  (feet) ADJUSTED
 DP1788  ______________________________________________________________________
 DP1788  GEOID HEIGHT    -        -34.759 (meters)                     GEOID18
 DP1788  DYNAMIC HEIGHT  -        436.861 (meters)     1433.27  (feet) COMP
 DP1788  MODELED GRAVITY -    980,464.1   (mgal)                       NAVD 88
 DP1788
 DP1788  VERT ORDER      -  SECOND    CLASS I
 DP1788
 DP1788.The horizontal coordinates were established by autonomous hand held GPS
 DP1788.observations and have an estimated accuracy of +/- 10 meters.
 DP1788
 DP1788.The orthometric height was determined by differential leveling and
 DP1788.adjusted by the NATIONAL GEODETIC SURVEY
 DP1788.in February 2017.
 DP1788
 DP1788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1788.GEOID18 height accuracy estimate available here.
 DP1788
 DP1788.Click photographs - Photos may exist for this station.
 DP1788
 DP1788.The dynamic height is computed by dividing the NAVD 88
 DP1788.geopotential number by the normal gravity value computed on the
 DP1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1788.degrees latitude (g = 980.6199 gals.).
 DP1788
 DP1788.The modeled gravity was interpolated from observed gravity values.
 DP1788
 DP1788;                    North         East    Units  Estimated Accuracy
 DP1788;SPC WI C     -   139,606.      658,860.      MT  (+/- 10 meters HH2 GPS)
 DP1788
 DP1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2275395110(NAD 83)
 DP1788
 DP1788                          SUPERSEDED SURVEY CONTROL
 DP1788
 DP1788  NAVD 88 (03/19/14)  436.928  (m)         1433.49   (f) SUPERSEDED  2 1
 DP1788
 DP1788.Superseded values are not recommended for survey control.
 DP1788
 DP1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1788.See file dsdata.pdf to determine how the superseded data were derived.
 DP1788
 DP1788_MARKER: DD = SURVEY DISK
 DP1788_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1788_SP_SET: ABUTMENT
 DP1788_STAMPING: 6H12 2012
 DP1788_MARK LOGO: WIDT
 DP1788_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1788
 DP1788  HISTORY     - Date     Condition        Report By
 DP1788  HISTORY     - 2012     MONUMENTED       WIDT
 DP1788  HISTORY     - 20130812 GOOD             WIDT
 DP1788
 DP1788                          STATION DESCRIPTION
 DP1788
 DP1788'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1788'THE STATION IS LOCATED APPROXIMATELY 20.7 M (67.9 FT) EAST-SOUTHEAST
 DP1788'OF MERRILL, 6.0 MI (9.7 KM) SOUTHWEST OF ANTIGO AND 5.8 MI (9.3 KM)
 DP1788'NORTH-NORTHWEST OF ANIWA.
 DP1788'
 DP1788'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DP1788'HIGHWAY HH, LOCATED APPROXIMATELY 4.8 MI (7.7 KM) SOUTHWEST OF THE
 DP1788'CITY OF ANTIGO, GO WEST ON COUNTY HIGHWAY G FOR 1.6 MI (2.6 KM) TO A
 DP1788'BRIDGE OVER THE EAU CLAIRE RIVER AND THE STATION ON THE RIGHT.
 DP1788'
 DP1788'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1788'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DP1788'OF THE WEST ABUTMENT OF BRIDGE NUMBER B-37-405 AND ABOUT LEVEL WITH
 DP1788'THE HIGHWAY PAVEMENT.  THE STATION IS 5.2 M (17.1 FT) NORTH OF THE
 DP1788'CENTERLINE OF COUNTY HIGHWAY G, 37.0 M (121.4 FT) EAST OF THE WEST END
 DP1788'OF THE NORTH GUARDRAIL, 0.9 M (3.0 FT) EAST OF A WHITE PLASTIC WITNESS
 DP1788'POST AND 0.5 M (1.6 FT) NORTH OF THE GUARDRAIL.
 DP1788'
 DP1788'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP1788'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTH EXTENDING TO
 DP1788'35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1786 ***********************************************************************
 DP1786  DESIGNATION -  6H13
 DP1786  PID         -  DP1786
 DP1786  STATE/COUNTY-  WI/LANGLADE
 DP1786  COUNTRY     -  US
 DP1786  USGS QUAD   -  ANIWA (2018)
 DP1786
 DP1786                         *CURRENT SURVEY CONTROL
 DP1786  ______________________________________________________________________
 DP1786* NAD 83(1986) POSITION- 45 05 42.0    (N) 089 10 59.9    (W)   HD_HELD2
 DP1786* NAVD 88 ORTHO HEIGHT -   445.691 (meters)     1462.24  (feet) ADJUSTED
 DP1786  ______________________________________________________________________
 DP1786  GEOID HEIGHT    -        -34.884 (meters)                     GEOID18
 DP1786  DYNAMIC HEIGHT  -        445.627 (meters)     1462.03  (feet) COMP
 DP1786  MODELED GRAVITY -    980,460.1   (mgal)                       NAVD 88
 DP1786
 DP1786  VERT ORDER      -  SECOND    CLASS I
 DP1786
 DP1786.The horizontal coordinates were established by autonomous hand held GPS
 DP1786.observations and have an estimated accuracy of +/- 10 meters.
 DP1786
 DP1786.The orthometric height was determined by differential leveling and
 DP1786.adjusted by the NATIONAL GEODETIC SURVEY
 DP1786.in February 2017.
 DP1786
 DP1786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1786.GEOID18 height accuracy estimate available here.
 DP1786
 DP1786.Click photographs - Photos may exist for this station.
 DP1786
 DP1786.The dynamic height is computed by dividing the NAVD 88
 DP1786.geopotential number by the normal gravity value computed on the
 DP1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1786.degrees latitude (g = 980.6199 gals.).
 DP1786
 DP1786.The modeled gravity was interpolated from observed gravity values.
 DP1786
 DP1786;                    North         East    Units  Estimated Accuracy
 DP1786;SPC WI C     -   140,519.      664,283.      MT  (+/- 10 meters HH2 GPS)
 DP1786
 DP1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2820695822(NAD 83)
 DP1786
 DP1786                          SUPERSEDED SURVEY CONTROL
 DP1786
 DP1786  NAVD 88 (03/19/14)  445.701  (m)         1462.27   (f) SUPERSEDED  2 1
 DP1786
 DP1786.Superseded values are not recommended for survey control.
 DP1786
 DP1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1786.See file dsdata.pdf to determine how the superseded data were derived.
 DP1786
 DP1786_MARKER: DD = SURVEY DISK
 DP1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1786_STAMPING: 6H13 2012
 DP1786_MARK LOGO: WIDT
 DP1786_PROJECTION: FLUSH
 DP1786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1786+STABILITY: SURFACE MOTION
 DP1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1786+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2013
 DP1786
 DP1786  HISTORY     - Date     Condition        Report By
 DP1786  HISTORY     - 2012     MONUMENTED       WIDT
 DP1786  HISTORY     - 20130813 GOOD             WIDT
 DP1786
 DP1786                          STATION DESCRIPTION
 DP1786
 DP1786'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1786'THE STATION IS LOCATED APPROXIMATELY 8.8 MI (14.2 KM) NORTHWEST OF
 DP1786'PHLOX, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF ANIWA AND 3.5 MI (5.6 KM)
 DP1786'SOUTHWEST OF ANTIGO.
 DP1786'
 DP1786'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DP1786'HIGHWAY HH, LOCATED APPROXIMATELY 5.1 MI (8.2 KM) SOUTHWEST OF THE
 DP1786'CITY OF ANTIGO, GO EAST THEN NORTHEAST ON COUNTY HIGHWAY G FOR 2.05 MI
 DP1786'(3.3 KM) TO LONELY ROAD ON THE RIGHT.  CONTINUE NORTH ON COUNTY
 DP1786'HIGHWAY G FOR 0.2 MI (0.3 KM) TO A RIGHT CURVE IN THE HIGHWAY AND STUB
 DP1786'ROAD STRAIGHT AHEAD (W10641), CURVE RIGHT AND CONTINUE NORTHEAST ON
 DP1786'COUNTY HIGHWAY G FOR 0.05 MI (0.1 KM) THE STATION ON THE RIGHT.
 DP1786'
 DP1786'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1786'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1786'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1786'M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 7.5 M
 DP1786'(24.6 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY G, 96.0 M
 DP1786'(315.0 FT) EAST OF THE CENTERLINE OF A DRIVEWAY -W10641-, 43.9 M
 DP1786'(144.0 FT) SOUTHEAST OF A POWER POLE -3011 9W15- AND LOCATED BETWEEN
 DP1786'TWO WHITE PLASTIC WITNESS POSTS.
 DP1786'
 DP1786'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1786'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1701 ***********************************************************************
 DP1701  DESIGNATION -  6H14
 DP1701  PID         -  DP1701
 DP1701  STATE/COUNTY-  WI/LINCOLN
 DP1701  COUNTRY     -  US
 DP1701  USGS QUAD   -  GLEASON (2018)
 DP1701
 DP1701                         *CURRENT SURVEY CONTROL
 DP1701  ______________________________________________________________________
 DP1701* NAD 83(1986) POSITION- 45 17 35.0    (N) 089 27 10.7    (W)   HD_HELD2
 DP1701* NAVD 88 ORTHO HEIGHT -   463.698 (meters)     1521.32  (feet) ADJUSTED
 DP1701  ______________________________________________________________________
 DP1701  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 DP1701  DYNAMIC HEIGHT  -        463.646 (meters)     1521.15  (feet) COMP
 DP1701  MODELED GRAVITY -    980,490.4   (mgal)                       NAVD 88
 DP1701
 DP1701  VERT ORDER      -  SECOND    CLASS I
 DP1701
 DP1701.The horizontal coordinates were established by autonomous hand held GPS
 DP1701.observations and have an estimated accuracy of +/- 10 meters.
 DP1701
 DP1701.The orthometric height was determined by differential leveling and
 DP1701.adjusted by the NATIONAL GEODETIC SURVEY
 DP1701.in February 2017.
 DP1701
 DP1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1701.GEOID18 height accuracy estimate available here.
 DP1701
 DP1701.Click photographs - Photos may exist for this station.
 DP1701
 DP1701.The dynamic height is computed by dividing the NAVD 88
 DP1701.geopotential number by the normal gravity value computed on the
 DP1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1701.degrees latitude (g = 980.6199 gals.).
 DP1701
 DP1701.The modeled gravity was interpolated from observed gravity values.
 DP1701
 DP1701;                    North         East    Units  Estimated Accuracy
 DP1701;SPC WI C     -   162,351.      642,909.      MT  (+/- 10 meters HH2 GPS)
 DP1701
 DP1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0765618433(NAD 83)
 DP1701
 DP1701                          SUPERSEDED SURVEY CONTROL
 DP1701
 DP1701  NAVD 88 (03/19/14)  463.712  (m)         1521.36   (f) SUPERSEDED  2 1
 DP1701
 DP1701.Superseded values are not recommended for survey control.
 DP1701
 DP1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1701.See file dsdata.pdf to determine how the superseded data were derived.
 DP1701
 DP1701_MARKER: DD = SURVEY DISK
 DP1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1701_STAMPING: 6H14 2012
 DP1701_MARK LOGO: WIDT
 DP1701_PROJECTION: FLUSH
 DP1701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1701+STABILITY: SURFACE MOTION
 DP1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1701+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2013
 DP1701
 DP1701  HISTORY     - Date     Condition        Report By
 DP1701  HISTORY     - 2012     MONUMENTED       WIDT
 DP1701  HISTORY     - 20130724 GOOD             WIDT
 DP1701
 DP1701                          STATION DESCRIPTION
 DP1701
 DP1701'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1701'THE STATION IS LOCATED APPROXIMATELY 13.9 MI (22.4 KM) NORTHEAST OF
 DP1701'KEMPSTER, 13.6 MI (21.9 KM) NORTHEAST OF MERRILL AND 2.4 MI (3.9 KM)
 DP1701'SOUTHEAST OF GLEASON.
 DP1701'
 DP1701'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DP1701'HIGHWAY X ABOUT 13 MI (20.9 KM) NORTHEAST OF THE CITY OF MERRILL, GO
 DP1701'EAST ON COUNTY HIGHWAY J FOR 1.5 MI (2.4 KM) TO HAY MEADOW DRIVE.
 DP1701'CONTINUE EAST ON COUNTY HIGHWAY J FOR 0.10 MI (0.2 KM) TO THE STATION
 DP1701'ON THE RIGHT.
 DP1701'
 DP1701'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1701'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1701'INCH) DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP AND APPROXIMATELY
 DP1701'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.3 M (37.1 FT)
 DP1701'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY J, 213 M (698.8 FT) EAST OF
 DP1701'HAY MEADOW DRIVE, 47.5 M (155.8 FT) SOUTHEAST OF A POWER POLE -3308
 DP1701'35R2-, 37.8 M (124.0 FT) WEST OF A UTILITY PEDESTAL -SCKE 1000 5- AND
 DP1701'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP1701'WITNESS POSTS.
 DP1701'
 DP1701'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP1701'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1702 ***********************************************************************
 DP1702  DESIGNATION -  6H15
 DP1702  PID         -  DP1702
 DP1702  STATE/COUNTY-  WI/LANGLADE
 DP1702  COUNTRY     -  US
 DP1702  USGS QUAD   -  GLEASON (2018)
 DP1702
 DP1702                         *CURRENT SURVEY CONTROL
 DP1702  ______________________________________________________________________
 DP1702* NAD 83(1986) POSITION- 45 17 34.6    (N) 089 25 17.3    (W)   HD_HELD2
 DP1702* NAVD 88 ORTHO HEIGHT -   470.153 (meters)     1542.49  (feet) ADJUSTED
 DP1702  ______________________________________________________________________
 DP1702  GEOID HEIGHT    -        -33.518 (meters)                     GEOID18
 DP1702  DYNAMIC HEIGHT  -        470.099 (meters)     1542.32  (feet) COMP
 DP1702  MODELED GRAVITY -    980,488.1   (mgal)                       NAVD 88
 DP1702
 DP1702  VERT ORDER      -  SECOND    CLASS I
 DP1702
 DP1702.The horizontal coordinates were established by autonomous hand held GPS
 DP1702.observations and have an estimated accuracy of +/- 10 meters.
 DP1702
 DP1702.The orthometric height was determined by differential leveling and
 DP1702.adjusted by the NATIONAL GEODETIC SURVEY
 DP1702.in February 2017.
 DP1702
 DP1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1702.GEOID18 height accuracy estimate available here.
 DP1702
 DP1702.Click photographs - Photos may exist for this station.
 DP1702
 DP1702.The dynamic height is computed by dividing the NAVD 88
 DP1702.geopotential number by the normal gravity value computed on the
 DP1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1702.degrees latitude (g = 980.6199 gals.).
 DP1702
 DP1702.The modeled gravity was interpolated from observed gravity values.
 DP1702
 DP1702;                    North         East    Units  Estimated Accuracy
 DP1702;SPC WI C     -   162,356.      645,380.      MT  (+/- 10 meters HH2 GPS)
 DP1702
 DP1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1012618346(NAD 83)
 DP1702
 DP1702                          SUPERSEDED SURVEY CONTROL
 DP1702
 DP1702  NAVD 88 (03/19/14)  470.168  (m)         1542.54   (f) SUPERSEDED  2 1
 DP1702
 DP1702.Superseded values are not recommended for survey control.
 DP1702
 DP1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1702.See file dsdata.pdf to determine how the superseded data were derived.
 DP1702
 DP1702_MARKER: DD = SURVEY DISK
 DP1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1702_STAMPING: 6H15 2012
 DP1702_MARK LOGO: WIDT
 DP1702_PROJECTION: FLUSH
 DP1702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1702+STABILITY: SURFACE MOTION
 DP1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1702+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2013
 DP1702
 DP1702  HISTORY     - Date     Condition        Report By
 DP1702  HISTORY     - 2012     MONUMENTED       WIDT
 DP1702  HISTORY     - 20130724 GOOD             WIDT
 DP1702
 DP1702                          STATION DESCRIPTION
 DP1702
 DP1702'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1702'THE STATION IS LOCATED APPROXIMATELY 13.5 MI (21.7 KM) NORTHWEST OF
 DP1702'DEERBROOK, 12.4 MI (20.0 KM) WEST OF KEMPSTER AND 3.8 MI (6.1 KM)
 DP1702'SOUTHEAST OF GLEASON.
 DP1702'
 DP1702'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DP1702'HIGHWAY H NORTH ABOUT 16 MI (25.7 KM) NORTHEAST OF THE CITY OF
 DP1702'MERRILL, GO WEST ON COUNTY HIGHWAY J FOR 2.0 MI (3.2 KM) TO MCCLOUD
 DP1702'ROAD ON THE LEFT.  CONTINUE WEST ON COUNTY HIGHWAY J FOR 0.85 MI (1.4
 DP1702'KM) TO THE STATION ON THE RIGHT.
 DP1702'
 DP1702'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1702'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1702'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1702'M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M
 DP1702'(34.1 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY J, 244 M (800.5
 DP1702'FT) EAST OF COUNTY LINE ROAD, 35.7 M (117.1 FT) WEST OF THE CENTERLINE
 DP1702'OF AN ENTRANCE TO A PINE PLANTATION AND LOCATED IN THE CENTER OF A
 DP1702'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1702'
 DP1702'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1702'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1704 ***********************************************************************
 DP1704  DESIGNATION -  6H16
 DP1704  PID         -  DP1704
 DP1704  STATE/COUNTY-  WI/LANGLADE
 DP1704  COUNTRY     -  US
 DP1704  USGS QUAD   -  BAVARIA (2018)
 DP1704
 DP1704                         *CURRENT SURVEY CONTROL
 DP1704  ______________________________________________________________________
 DP1704* NAD 83(1986) POSITION- 45 17 28.5    (N) 089 21 11.2    (W)   HD_HELD2
 DP1704* NAVD 88 ORTHO HEIGHT -   475.372 (meters)     1559.62  (feet) ADJUSTED
 DP1704  ______________________________________________________________________
 DP1704  GEOID HEIGHT    -        -33.659 (meters)                     GEOID18
 DP1704  DYNAMIC HEIGHT  -        475.317 (meters)     1559.44  (feet) COMP
 DP1704  MODELED GRAVITY -    980,485.8   (mgal)                       NAVD 88
 DP1704
 DP1704  VERT ORDER      -  SECOND    CLASS I
 DP1704
 DP1704.The horizontal coordinates were established by autonomous hand held GPS
 DP1704.observations and have an estimated accuracy of +/- 10 meters.
 DP1704
 DP1704.The orthometric height was determined by differential leveling and
 DP1704.adjusted by the NATIONAL GEODETIC SURVEY
 DP1704.in February 2017.
 DP1704
 DP1704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1704.GEOID18 height accuracy estimate available here.
 DP1704
 DP1704.Click photographs - Photos may exist for this station.
 DP1704
 DP1704.The dynamic height is computed by dividing the NAVD 88
 DP1704.geopotential number by the normal gravity value computed on the
 DP1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1704.degrees latitude (g = 980.6199 gals.).
 DP1704
 DP1704.The modeled gravity was interpolated from observed gravity values.
 DP1704
 DP1704;                    North         East    Units  Estimated Accuracy
 DP1704;SPC WI C     -   162,208.      650,744.      MT  (+/- 10 meters HH2 GPS)
 DP1704
 DP1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1548117999(NAD 83)
 DP1704
 DP1704                          SUPERSEDED SURVEY CONTROL
 DP1704
 DP1704  NAVD 88 (03/19/14)  475.389  (m)         1559.67   (f) SUPERSEDED  2 1
 DP1704
 DP1704.Superseded values are not recommended for survey control.
 DP1704
 DP1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1704.See file dsdata.pdf to determine how the superseded data were derived.
 DP1704
 DP1704_MARKER: DD = SURVEY DISK
 DP1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1704_STAMPING: 6H16 2012
 DP1704_MARK LOGO: WIDT
 DP1704_PROJECTION: FLUSH
 DP1704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1704+STABILITY: SURFACE MOTION
 DP1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1704+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2013
 DP1704
 DP1704  HISTORY     - Date     Condition        Report By
 DP1704  HISTORY     - 2012     MONUMENTED       WIDT
 DP1704  HISTORY     - 20130723 GOOD             WIDT
 DP1704
 DP1704                          STATION DESCRIPTION
 DP1704
 DP1704'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1704'THE STATION IS LOCATED APPROXIMATELY 10.6 MI (17.1 KM) NORTHWEST OF
 DP1704'DEERBROOK, 9.7 MI (15.6 KM) SOUTHWEST OF SUMMIT LAKE AND 9.1 MI (14.6
 DP1704'KM) WEST OF KEMPSTER.
 DP1704'
 DP1704'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DP1704'HIGHWAY H NORTH ABOUT 16 MI (25.7 KM) NORTHEAST OF THE CITY OF
 DP1704'MERRILL, GO EAST ON COUNTY HIGHWAY H FOR 0.55 MI (0.9 KM) TO THE
 DP1704'STATION ON THE LEFT.
 DP1704'
 DP1704'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1704'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1704'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND 0.2 M (0.7 FT)
 DP1704'LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 12.2 M (40.0 FT)
 DP1704'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY J, 34.2 M (112.2 FT)
 DP1704'SOUTHWEST OF A POWER POLE -3309 34R6-, 14.9 M (48.9 FT) WEST OF THE
 DP1704'CENTERLINE OF A WOODS ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE
 DP1704'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1704'
 DP1704'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1704'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH EXTENDING TO
 DP1704'30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1705 ***********************************************************************
 DP1705  DESIGNATION -  6H17
 DP1705  PID         -  DP1705
 DP1705  STATE/COUNTY-  WI/LANGLADE
 DP1705  COUNTRY     -  US
 DP1705  USGS QUAD   -  BAVARIA (2018)
 DP1705
 DP1705                         *CURRENT SURVEY CONTROL
 DP1705  ______________________________________________________________________
 DP1705* NAD 83(1986) POSITION- 45 17 28.6    (N) 089 18 58.4    (W)   HD_HELD2
 DP1705* NAVD 88 ORTHO HEIGHT -   490.091 (meters)     1607.91  (feet) ADJUSTED
 DP1705  ______________________________________________________________________
 DP1705  GEOID HEIGHT    -        -33.731 (meters)                     GEOID18
 DP1705  DYNAMIC HEIGHT  -        490.034 (meters)     1607.72  (feet) COMP
 DP1705  MODELED GRAVITY -    980,486.2   (mgal)                       NAVD 88
 DP1705
 DP1705  VERT ORDER      -  SECOND    CLASS I
 DP1705
 DP1705.The horizontal coordinates were established by autonomous hand held GPS
 DP1705.observations and have an estimated accuracy of +/- 10 meters.
 DP1705
 DP1705.The orthometric height was determined by differential leveling and
 DP1705.adjusted by the NATIONAL GEODETIC SURVEY
 DP1705.in February 2017.
 DP1705
 DP1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1705.GEOID18 height accuracy estimate available here.
 DP1705
 DP1705.Click photographs - Photos may exist for this station.
 DP1705
 DP1705.The dynamic height is computed by dividing the NAVD 88
 DP1705.geopotential number by the normal gravity value computed on the
 DP1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1705.degrees latitude (g = 980.6199 gals.).
 DP1705
 DP1705.The modeled gravity was interpolated from observed gravity values.
 DP1705
 DP1705;                    North         East    Units  Estimated Accuracy
 DP1705;SPC WI C     -   162,234.      653,637.      MT  (+/- 10 meters HH2 GPS)
 DP1705
 DP1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1837417918(NAD 83)
 DP1705
 DP1705                          SUPERSEDED SURVEY CONTROL
 DP1705
 DP1705  NAVD 88 (03/19/14)  490.109  (m)         1607.97   (f) SUPERSEDED  2 1
 DP1705
 DP1705.Superseded values are not recommended for survey control.
 DP1705
 DP1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1705.See file dsdata.pdf to determine how the superseded data were derived.
 DP1705
 DP1705_MARKER: DD = SURVEY DISK
 DP1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1705_STAMPING: 6H17 2012
 DP1705_MARK LOGO: WIDT
 DP1705_PROJECTION: FLUSH
 DP1705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1705+STABILITY: SURFACE MOTION
 DP1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1705+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2013
 DP1705
 DP1705  HISTORY     - Date     Condition        Report By
 DP1705  HISTORY     - 2012     MONUMENTED       WIDT
 DP1705  HISTORY     - 20130723 GOOD             WIDT
 DP1705
 DP1705                          STATION DESCRIPTION
 DP1705
 DP1705'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1705'THE STATION IS LOCATED APPROXIMATELY 9.0 MI (14.5 KM) NORTHWEST OF
 DP1705'DEERBROOK, 8.4 MI (13.5 KM) NORTHEAST OF SUMMIT LAKE AND 7.3 MI (11.7
 DP1705'KM) WEST OF KEMPSTER.
 DP1705'
 DP1705'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DP1705'HIGHWAY H SOUTH ABOUT 13 MI (20.9 KM) NORTHWEST OF THE CITY OF ANTIGO,
 DP1705'GO EAST ON COUNTY HIGHWAY J FOR 0.35 MI (0.6 KM) TO THE STATION ON THE
 DP1705'LEFT.
 DP1705'
 DP1705'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1705'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1705'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND ABOUT LEVEL WITH
 DP1705'THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M (34.1 FT) NORTH OF THE
 DP1705'CENTERLINE OF COUNTY HIGHWAY J, 500 FT (152.4 M) WEST OF A DRIVEWAY TO
 DP1705'NORTH, 26.8 M (87.9 FT) EAST OF A POWER POLE -3309 36L7- AND LOCATED
 DP1705'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP1705'POSTS.
 DP1705'
 DP1705'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1705'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST EXTENDING
 DP1705'TO 30 DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTH EXTENDING TO 25
 DP1705'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1706 ***********************************************************************
 DP1706  DESIGNATION -  6H18
 DP1706  PID         -  DP1706
 DP1706  STATE/COUNTY-  WI/LANGLADE
 DP1706  COUNTRY     -  US
 DP1706  USGS QUAD   -  BAVARIA (2018)
 DP1706
 DP1706                         *CURRENT SURVEY CONTROL
 DP1706  ______________________________________________________________________
 DP1706* NAD 83(1986) POSITION- 45 17 32.07   (N) 089 17 32.65   (W)   HD_HELD1
 DP1706* NAVD 88 ORTHO HEIGHT -   480.779 (meters)     1577.36  (feet) ADJUSTED
 DP1706  ______________________________________________________________________
 DP1706  GEOID HEIGHT    -        -33.782 (meters)                     GEOID18
 DP1706  DYNAMIC HEIGHT  -        480.723 (meters)     1577.17  (feet) COMP
 DP1706  MODELED GRAVITY -    980,486.9   (mgal)                       NAVD 88
 DP1706
 DP1706  VERT ORDER      -  SECOND    CLASS I
 DP1706
 DP1706.The horizontal coordinates were determined by differentially corrected
 DP1706.hand held GPS observations or other comparable positioning techniques
 DP1706.and have an estimated accuracy of +/- 3 meters.
 DP1706
 DP1706.The orthometric height was determined by differential leveling and
 DP1706.adjusted by the NATIONAL GEODETIC SURVEY
 DP1706.in February 2017.
 DP1706
 DP1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1706.GEOID18 height accuracy estimate available here.
 DP1706
 DP1706.Click photographs - Photos may exist for this station.
 DP1706
 DP1706.The dynamic height is computed by dividing the NAVD 88
 DP1706.geopotential number by the normal gravity value computed on the
 DP1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1706.degrees latitude (g = 980.6199 gals.).
 DP1706
 DP1706.The modeled gravity was interpolated from observed gravity values.
 DP1706
 DP1706;                    North         East    Units  Estimated Accuracy
 DP1706;SPC WI C     -   162,357.6     655,504.9     MT  (+/- 3 meters HH1 GPS) 
 DP1706
 DP1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2024417971(NAD 83)
 DP1706
 DP1706                          SUPERSEDED SURVEY CONTROL
 DP1706
 DP1706  NAVD 88 (03/19/14)  480.797  (m)         1577.41   (f) SUPERSEDED  2 1
 DP1706
 DP1706.Superseded values are not recommended for survey control.
 DP1706
 DP1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1706.See file dsdata.pdf to determine how the superseded data were derived.
 DP1706
 DP1706_MARKER: DD = SURVEY DISK
 DP1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1706_STAMPING: 6H18 2012
 DP1706_MARK LOGO: WIDT
 DP1706_PROJECTION: FLUSH
 DP1706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1706+STABILITY: SURFACE MOTION
 DP1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1706+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2013
 DP1706
 DP1706  HISTORY     - Date     Condition        Report By
 DP1706  HISTORY     - 2012     MONUMENTED       WIDT
 DP1706  HISTORY     - 20130722 GOOD             WIDT
 DP1706
 DP1706                          STATION DESCRIPTION
 DP1706
 DP1706'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1706'THE STATION IS LOCATED APPROXIMATELY 10.0 MI (16.1 KM) EAST-SOUTHEAST
 DP1706'OF GLEASON, 7.6 MI (12.2 KM) SOUTHWEST OF SUMMIT LAKE AND 6.2 MI (10.0
 DP1706'KM) WEST OF KEMPSTER.
 DP1706'
 DP1706'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DP1706'HIGHWAY H SOUTH ABOUT 13 MI (20.9 KM) NORTHWEST OF THE CITY OF ANTIGO,
 DP1706'GO EAST ON COUNTY HIGHWAY J FOR 1.4 MI (2.3 KM) TO TOWN FOREST ROAD ON
 DP1706'THE RIGHT.  CONTINUE EAST ON COUNTY HIGHWAY J FOR 0.1 MI (0.2 KM) TO
 DP1706'THE STATION ON THE RIGHT.
 DP1706'
 DP1706'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1706'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1706'INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN
 DP1706'THE HIGHWAY PAVEMENT.  THE STATION IS 5.6 M (18.4 FT) SOUTH OF THE
 DP1706'CENTERLINE OF COUNTY HIGHWAY J, 123.1 M (403.9 FT) EAST OF THE
 DP1706'CENTERLINE OF TOWN FOREST ROAD, 68.9 M (226.0 FT) EAST OF A POWER POLE
 DP1706'-3210 6E1-, 33.5 M (109.9 FT) WEST-NORTHWEST OF A POWER POLE -3210
 DP1706'6E2- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP1706'PLASTIC WITNESS POSTS.
 DP1706'
 DP1706'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1706'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1707 ***********************************************************************
 DP1707  DESIGNATION -  6H19
 DP1707  PID         -  DP1707
 DP1707  STATE/COUNTY-  WI/LANGLADE
 DP1707  COUNTRY     -  US
 DP1707  USGS QUAD   -  KEMPSTER (2018)
 DP1707
 DP1707                         *CURRENT SURVEY CONTROL
 DP1707  ______________________________________________________________________
 DP1707* NAD 83(1986) POSITION- 45 17 35.7    (N) 089 12 59.0    (W)   HD_HELD2
 DP1707* NAVD 88 ORTHO HEIGHT -   484.736 (meters)     1590.34  (feet) ADJUSTED
 DP1707  ______________________________________________________________________
 DP1707  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 DP1707  DYNAMIC HEIGHT  -        484.677 (meters)     1590.14  (feet) COMP
 DP1707  MODELED GRAVITY -    980,479.7   (mgal)                       NAVD 88
 DP1707
 DP1707  VERT ORDER      -  SECOND    CLASS I
 DP1707
 DP1707.The horizontal coordinates were established by autonomous hand held GPS
 DP1707.observations and have an estimated accuracy of +/- 10 meters.
 DP1707
 DP1707.The orthometric height was determined by differential leveling and
 DP1707.adjusted by the NATIONAL GEODETIC SURVEY
 DP1707.in February 2017.
 DP1707
 DP1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1707.GEOID18 height accuracy estimate available here.
 DP1707
 DP1707.Click photographs - Photos may exist for this station.
 DP1707
 DP1707.The dynamic height is computed by dividing the NAVD 88
 DP1707.geopotential number by the normal gravity value computed on the
 DP1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1707.degrees latitude (g = 980.6199 gals.).
 DP1707
 DP1707.The modeled gravity was interpolated from observed gravity values.
 DP1707
 DP1707;                    North         East    Units  Estimated Accuracy
 DP1707;SPC WI C     -   162,524.      661,466.      MT  (+/- 10 meters HH2 GPS)
 DP1707
 DP1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2620817917(NAD 83)
 DP1707
 DP1707                          SUPERSEDED SURVEY CONTROL
 DP1707
 DP1707  NAVD 88 (03/19/14)  484.757  (m)         1590.41   (f) SUPERSEDED  2 1
 DP1707
 DP1707.Superseded values are not recommended for survey control.
 DP1707
 DP1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1707.See file dsdata.pdf to determine how the superseded data were derived.
 DP1707
 DP1707_MARKER: DD = SURVEY DISK
 DP1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1707_STAMPING: 6H19 2012
 DP1707_MARK LOGO: WIDT
 DP1707_PROJECTION: FLUSH
 DP1707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1707+STABILITY: SURFACE MOTION
 DP1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1707+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2013
 DP1707
 DP1707  HISTORY     - Date     Condition        Report By
 DP1707  HISTORY     - 2012     MONUMENTED       WIDT
 DP1707  HISTORY     - 20130722 GOOD             WIDT
 DP1707
 DP1707                          STATION DESCRIPTION
 DP1707
 DP1707'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1707'THE STATION IS LOCATED APPROXIMATELY 13.7 MI (22.0 KM) EAST-SOUTHEAST
 DP1707'OF GLEASON, 5.8 MI (9.3 KM) SOUTH-SOUTHWEST OF SUMMIT LAKE AND 2.4 MI
 DP1707'(3.9 KM) WEST OF KEMPSTER.
 DP1707'
 DP1707'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DP1707'HIGHWAY H SOUTH ABOUT 13 MI (20.9 KM) NORTHWEST OF THE CITY OF ANTIGO,
 DP1707'GO EAST ON COUNTY HIGHWAY J FOR 3.3 MI (5.3 KM) TO ORMSBY ROAD ON THE
 DP1707'RIGHT.  CONTINUE EAST ON COUNTY HIGHWAY J FOR 1.9 MI (3.1 KM) TO THE
 DP1707'STATION ON THE RIGHT.
 DP1707'
 DP1707'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1707'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1707'INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN
 DP1707'THE HIGHWAY PAVEMENT.  THE STATION IS 8.5 M (27.9 FT) SOUTH OF THE
 DP1707'CENTERLINE OF COUNTY HIGHWAY J, 28.3 M (92.8 FT) WEST OF A UTILITY
 DP1707'PEDESTAL -2592-, 25.0 M (82.0 FT) WEST OF THE EXTENDED CENTERLINE OF A
 DP1707'DRIVEWAY -W1196-, 25.0 M (82.0 FT) SOUTHWEST OF A POWER POLE -3310
 DP1707'35L5-, 22.9 MI (36.8 KM) SOUTHWEST OF A UTILITY PEDESTAL -7319- AND
 DP1707'LOCATED BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP1707'
 DP1707'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1707'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTH
 DP1707'EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1708 ***********************************************************************
 DP1708  DESIGNATION -  6H20
 DP1708  PID         -  DP1708
 DP1708  STATE/COUNTY-  WI/LANGLADE
 DP1708  COUNTRY     -  US
 DP1708  USGS QUAD   -  KEMPSTER (2018)
 DP1708
 DP1708                         *CURRENT SURVEY CONTROL
 DP1708  ______________________________________________________________________
 DP1708* NAD 83(1986) POSITION- 45 17 33.1    (N) 089 12 20.0    (W)   HD_HELD2
 DP1708* NAVD 88 ORTHO HEIGHT -   505.136 (meters)     1657.27  (feet) ADJUSTED
 DP1708  ______________________________________________________________________
 DP1708  GEOID HEIGHT    -        -33.991 (meters)                     GEOID18
 DP1708  DYNAMIC HEIGHT  -        505.073 (meters)     1657.06  (feet) COMP
 DP1708  MODELED GRAVITY -    980,477.8   (mgal)                       NAVD 88
 DP1708
 DP1708  VERT ORDER      -  SECOND    CLASS I
 DP1708
 DP1708.The horizontal coordinates were established by autonomous hand held GPS
 DP1708.observations and have an estimated accuracy of +/- 10 meters.
 DP1708
 DP1708.The orthometric height was determined by differential leveling and
 DP1708.adjusted by the NATIONAL GEODETIC SURVEY
 DP1708.in February 2017.
 DP1708
 DP1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1708.GEOID18 height accuracy estimate available here.
 DP1708
 DP1708.Click photographs - Photos may exist for this station.
 DP1708
 DP1708.The dynamic height is computed by dividing the NAVD 88
 DP1708.geopotential number by the normal gravity value computed on the
 DP1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1708.degrees latitude (g = 980.6199 gals.).
 DP1708
 DP1708.The modeled gravity was interpolated from observed gravity values.
 DP1708
 DP1708;                    North         East    Units  Estimated Accuracy
 DP1708;SPC WI C     -   162,452.      662,317.      MT  (+/- 10 meters HH2 GPS)
 DP1708
 DP1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2705517813(NAD 83)
 DP1708
 DP1708                          SUPERSEDED SURVEY CONTROL
 DP1708
 DP1708  NAVD 88 (03/19/14)  505.157  (m)         1657.34   (f) SUPERSEDED  2 1
 DP1708
 DP1708.Superseded values are not recommended for survey control.
 DP1708
 DP1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1708.See file dsdata.pdf to determine how the superseded data were derived.
 DP1708
 DP1708_MARKER: DD = SURVEY DISK
 DP1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1708_STAMPING: 6H20 2012
 DP1708_MARK LOGO: WIDT
 DP1708_PROJECTION: FLUSH
 DP1708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1708+STABILITY: SURFACE MOTION
 DP1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1708+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2013
 DP1708
 DP1708  HISTORY     - Date     Condition        Report By
 DP1708  HISTORY     - 2012     MONUMENTED       WIDT
 DP1708  HISTORY     - 20130722 GOOD             WIDT
 DP1708
 DP1708                          STATION DESCRIPTION
 DP1708
 DP1708'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1708'THE STATION IS LOCATED APPROXIMATELY 5.9 MI (9.5 KM) SOUTH OF SUMMIT
 DP1708'LAKE, 4.8 MI (7.7 KM) NORTHWEST OF DEERBROOK AND 1.9 MI (3.1 KM)
 DP1708'WEST-NORTHWEST OF KEMPSTER.
 DP1708'
 DP1708'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1708'HIGHWAY J WEST LOCATED ABOUT 10 MI (16.1 KM) NORTH OF THE CITY OF
 DP1708'ANTIGO, GO WEST ON U.S. HIGHWAY 45 FOR 1.0 MI (1.6 KM) TO COUNTY
 DP1708'HIGHWAY B IN THE COMMUNITY OF KEMPSTER.  TURN RIGHT AND GO NORTH FOR
 DP1708'0.1 MI (0.2 KM) TO COUNTY HIGHWAY J WEST ON THE LEFT.  TURN LEFT AND
 DP1708'GO WEST ON COUNTY HIGHWAY J FOR 0.7 MI (1.1 KM) TO WILES LANE ON THE
 DP1708'LEFT.  CONTINUE WEST ON COUNTY HIGHWAY J FOR 1.3 MI (2.1 KM) TO THE
 DP1708'STATION ON THE RIGHT.
 DP1708'
 DP1708'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1708'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1708'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1708'M (2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 9.1 M
 DP1708'(29.9 FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY J, 8.2 M (26.9
 DP1708'FT) NORTHWEST OF THE CENTERLINE OF A GRAVEL ENTRANCE, 56.1 M (184.1
 DP1708'FT) WEST OF A POWER POLE -3210 2E1- AND LOCATED BETWEEN TWO WHITE
 DP1708'PLASTIC WITNESS POSTS.
 DP1708'
 DP1708'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP1708'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1709 ***********************************************************************
 DP1709  DESIGNATION -  6H21
 DP1709  PID         -  DP1709
 DP1709  STATE/COUNTY-  WI/LANGLADE
 DP1709  COUNTRY     -  US
 DP1709  USGS QUAD   -  KEMPSTER (2018)
 DP1709
 DP1709                         *CURRENT SURVEY CONTROL
 DP1709  ______________________________________________________________________
 DP1709* NAD 83(1986) POSITION- 45 17 32.7    (N) 089 10 56.7    (W)   HD_HELD2
 DP1709* NAVD 88 ORTHO HEIGHT -   504.003 (meters)     1653.55  (feet) ADJUSTED
 DP1709  ______________________________________________________________________
 DP1709  GEOID HEIGHT    -        -34.048 (meters)                     GEOID18
 DP1709  DYNAMIC HEIGHT  -        503.939 (meters)     1653.34  (feet) COMP
 DP1709  MODELED GRAVITY -    980,474.5   (mgal)                       NAVD 88
 DP1709
 DP1709  VERT ORDER      -  SECOND    CLASS I
 DP1709
 DP1709.The horizontal coordinates were established by autonomous hand held GPS
 DP1709.observations and have an estimated accuracy of +/- 10 meters.
 DP1709
 DP1709.The orthometric height was determined by differential leveling and
 DP1709.adjusted by the NATIONAL GEODETIC SURVEY
 DP1709.in February 2017.
 DP1709
 DP1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1709.GEOID18 height accuracy estimate available here.
 DP1709
 DP1709.Click photographs - Photos may exist for this station.
 DP1709
 DP1709.The dynamic height is computed by dividing the NAVD 88
 DP1709.geopotential number by the normal gravity value computed on the
 DP1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1709.degrees latitude (g = 980.6199 gals.).
 DP1709
 DP1709.The modeled gravity was interpolated from observed gravity values.
 DP1709
 DP1709;                    North         East    Units  Estimated Accuracy
 DP1709;SPC WI C     -   162,458.      664,132.      MT  (+/- 10 meters HH2 GPS)
 DP1709
 DP1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2886917751(NAD 83)
 DP1709
 DP1709                          SUPERSEDED SURVEY CONTROL
 DP1709
 DP1709  NAVD 88 (03/19/14)  504.025  (m)         1653.62   (f) SUPERSEDED  2 1
 DP1709
 DP1709.Superseded values are not recommended for survey control.
 DP1709
 DP1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1709.See file dsdata.pdf to determine how the superseded data were derived.
 DP1709
 DP1709_MARKER: DD = SURVEY DISK
 DP1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1709_STAMPING: 6H21 2012
 DP1709_MARK LOGO: WIDT
 DP1709_PROJECTION: FLUSH
 DP1709_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1709+STABILITY: SURFACE MOTION
 DP1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1709+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2013
 DP1709
 DP1709  HISTORY     - Date     Condition        Report By
 DP1709  HISTORY     - 2012     MONUMENTED       WIDT
 DP1709  HISTORY     - 20130719 GOOD             WIDT
 DP1709
 DP1709                          STATION DESCRIPTION
 DP1709
 DP1709'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1709'THE STATION IS LOCATED APPROXIMATELY 5.9 MI (9.5 KM) SOUTH-SOUTHEAST
 DP1709'OF SUMMIT LAKE, 4.3 MI (6.9 KM) NORTH-NORTHWEST OF DEERBROOK AND 0.8
 DP1709'MI (1.3 KM) WEST-NORTHWEST OF KEMPSTER.
 DP1709'
 DP1709'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1709'HIGHWAY J WEST LOCATED ABOUT 10 MI (16.1 KM) NORTH OF THE CITY OF
 DP1709'ANTIGO, GO WEST ON U.S. HIGHWAY 45 FOR 1.0 MI (1.6 KM) TO COUNTY
 DP1709'HIGHWAY B IN THE COMMUNITY OF KEMPSTER.  TURN RIGHT AND GO NORTH FOR
 DP1709'0.1 MI (0.2 KM) TO COUNTY HIGHWAY J WEST ON THE LEFT.  TURN LEFT AND
 DP1709'GO WEST ON COUNTY HIGHWAY J FOR 0.7 MI (1.1 KM) TO WILES LANE ON THE
 DP1709'LEFT.  CONTINUE WEST ON COUNTY HIGHWAY J FOR 0.15 MI (0.2 KM) TO THE
 DP1709'STATION ON THE LEFT.
 DP1709'
 DP1709'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1709'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1709'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND 0.6 M (2.0 FT)
 DP1709'HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 11.4 M (37.4 FT)
 DP1709'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY J, 67.7 M (222.1 FT) WEST OF
 DP1709'THE CENTER OF THE WESTERN DRIVEWAY FOR A RESIDENCE -W10567-, 22.9 M
 DP1709'(75.1 FT) SOUTHWEST OF A POWER POLE -3310 36R7- AND LOCATED IN THE
 DP1709'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1709'
 DP1709'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1709'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH EXTENDING TO
 DP1709'20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8675 ***********************************************************************
 DP8675  DESIGNATION -  6H22
 DP8675  PID         -  DP8675
 DP8675  STATE/COUNTY-  WI/LANGLADE
 DP8675  COUNTRY     -  US
 DP8675  USGS QUAD   -  ANIWA (2018)
 DP8675
 DP8675                         *CURRENT SURVEY CONTROL
 DP8675  ______________________________________________________________________
 DP8675* NAD 83(1986) POSITION- 45 03 29.86   (N) 089 07 31.43   (W)   HD_HELD1
 DP8675* NAVD 88 ORTHO HEIGHT -   438.160 (meters)     1437.53  (feet) ADJUSTED
 DP8675  ______________________________________________________________________
 DP8675  GEOID HEIGHT    -        -35.142 (meters)                     GEOID18
 DP8675  DYNAMIC HEIGHT  -        438.095 (meters)     1437.32  (feet) COMP
 DP8675  MODELED GRAVITY -    980,456.3   (mgal)                       NAVD 88
 DP8675
 DP8675  VERT ORDER      -  SECOND    CLASS I
 DP8675
 DP8675.The horizontal coordinates were determined by differentially corrected
 DP8675.hand held GPS observations or other comparable positioning techniques
 DP8675.and have an estimated accuracy of +/- 3 meters.
 DP8675
 DP8675.The orthometric height was determined by differential leveling and
 DP8675.adjusted by the NATIONAL GEODETIC SURVEY
 DP8675.in February 2017.
 DP8675
 DP8675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8675.GEOID18 height accuracy estimate available here.
 DP8675
 DP8675.Click photographs - Photos may exist for this station.
 DP8675
 DP8675.The dynamic height is computed by dividing the NAVD 88
 DP8675.geopotential number by the normal gravity value computed on the
 DP8675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8675.degrees latitude (g = 980.6199 gals.).
 DP8675
 DP8675.The modeled gravity was interpolated from observed gravity values.
 DP8675
 DP8675;                    North         East    Units  Estimated Accuracy
 DP8675;SPC WI C     -   136,488.1     668,884.6     MT  (+/- 3 meters HH1 GPS) 
 DP8675
 DP8675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3265691623(NAD 83)
 DP8675
 DP8675                          SUPERSEDED SURVEY CONTROL
 DP8675
 DP8675.No superseded survey control is available for this station.
 DP8675
 DP8675_MARKER: DD = SURVEY DISK
 DP8675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8675_STAMPING: 6H22 2012
 DP8675_MARK LOGO: WIDT
 DP8675_PROJECTION: FLUSH
 DP8675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8675+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2014
 DP8675
 DP8675  HISTORY     - Date     Condition        Report By
 DP8675  HISTORY     - 2012     MONUMENTED       WIDT
 DP8675  HISTORY     - 20140806 GOOD             WIDT
 DP8675
 DP8675                          STATION DESCRIPTION
 DP8675
 DP8675'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8675'THE STATION IS LOCATED APPROXIMATELY 29 MI (46.7 KM) EAST-SOUTHEAST OF
 DP8675'MERRILL, 16 MI (25.7 KM) NORTH-NORTHEAST OF WITTENBERG AND 6 MI (9.7
 DP8675'KM) SOUTH-SOUTHEAST OF ANTIGO.
 DP8675'
 DP8675'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 DP8675'HIGHWAY 47 EAST LOCATED ABOUT 6 MI (9.7 KM) SOUTH OF THE CITY OF
 DP8675'ANTIGO, GO EAST ON STATE HIGHWAY 47 FOR 0.5 MI (0.8 KM) TO SUGAR BUSH
 DP8675'ROAD.  CONTINUE EAST ON STATE HIGHWAY 47 FOR 0.85 MI (1.4 KM) TO THE
 DP8675'STATION ON THE RIGHT.
 DP8675'
 DP8675'THE STATION IS 11.5 M (37.7 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8675'HIGHWAY 47, 30.2 M (99.1 FT) WEST-NORTHWEST OF UTILITY POLE -35-, 29.6
 DP8675'M (97.1 FT) EAST OF A UTILITY POLE -34- AND IS LOCATED IN THE CENTER
 DP8675'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8675'
 DP8675'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8675'DEGREES ABOVE THE HORIZON EXCEPT FOR A UTILITY WIRE NEARLY DIRECTLY
 DP8675'OVERHEAD OF THE STATION.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DP8675'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DP8675'OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.6 M (2.0
 DP8675'FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8676 ***********************************************************************
 DP8676  DESIGNATION -  6H23
 DP8676  PID         -  DP8676
 DP8676  STATE/COUNTY-  WI/LANGLADE
 DP8676  COUNTRY     -  US
 DP8676  USGS QUAD   -  MATTOON (2018)
 DP8676
 DP8676                         *CURRENT SURVEY CONTROL
 DP8676  ______________________________________________________________________
 DP8676* NAD 83(1986) POSITION- 45 03 30.50   (N) 089 05 09.79   (W)   HD_HELD1
 DP8676* NAVD 88 ORTHO HEIGHT -   423.145 (meters)     1388.27  (feet) ADJUSTED
 DP8676  ______________________________________________________________________
 DP8676  GEOID HEIGHT    -        -35.209 (meters)                     GEOID18
 DP8676  DYNAMIC HEIGHT  -        423.083 (meters)     1388.06  (feet) COMP
 DP8676  MODELED GRAVITY -    980,458.8   (mgal)                       NAVD 88
 DP8676
 DP8676  VERT ORDER      -  SECOND    CLASS I
 DP8676
 DP8676.The horizontal coordinates were determined by differentially corrected
 DP8676.hand held GPS observations or other comparable positioning techniques
 DP8676.and have an estimated accuracy of +/- 3 meters.
 DP8676
 DP8676.The orthometric height was determined by differential leveling and
 DP8676.adjusted by the NATIONAL GEODETIC SURVEY
 DP8676.in February 2017.
 DP8676
 DP8676.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8676.GEOID18 height accuracy estimate available here.
 DP8676
 DP8676.Click photographs - Photos may exist for this station.
 DP8676
 DP8676.The dynamic height is computed by dividing the NAVD 88
 DP8676.geopotential number by the normal gravity value computed on the
 DP8676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8676.degrees latitude (g = 980.6199 gals.).
 DP8676
 DP8676.The modeled gravity was interpolated from observed gravity values.
 DP8676
 DP8676;                    North         East    Units  Estimated Accuracy
 DP8676;SPC WI C     -   136,542.0     671,983.1     MT  (+/- 3 meters HH1 GPS) 
 DP8676
 DP8676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3575491562(NAD 83)
 DP8676
 DP8676                          SUPERSEDED SURVEY CONTROL
 DP8676
 DP8676.No superseded survey control is available for this station.
 DP8676
 DP8676_MARKER: DD = SURVEY DISK
 DP8676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8676_STAMPING: 6H23 2012
 DP8676_MARK LOGO: WIDT
 DP8676_PROJECTION: FLUSH
 DP8676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8676+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2014
 DP8676
 DP8676  HISTORY     - Date     Condition        Report By
 DP8676  HISTORY     - 2012     MONUMENTED       WIDT
 DP8676  HISTORY     - 20140807 GOOD             WIDT
 DP8676
 DP8676                          STATION DESCRIPTION
 DP8676
 DP8676'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8676'THE STATION IS LOCATED APPROXIMATELY 30 MI (48.3 KM) EAST-SOUTHEAST OF
 DP8676'MERRILL, 17 MI (27.4 KM) NORTH-NORTHEAST OF WITTENBERG AND 7 MI (11.3
 DP8676'KM) SOUTHEAST OF ANTIGO.
 DP8676'
 DP8676'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 DP8676'HIGHWAY 47 EAST LOCATED ABOUT 6 MI (9.7 KM) SOUTH OF THE CITY OF
 DP8676'ANTIGO, GO EAST ON STATE HIGHWAY 47 FOR 2.5 MI (4.0 KM) TO ROLLWOOD
 DP8676'ROAD.  CONTINUE EAST ON STATE HIGHWAY 47 FOR 0.8 MI (1.3 KM) TO THE
 DP8676'STATION ON THE RIGHT.
 DP8676'
 DP8676'THE STATION IS 11.3 M (37.1 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8676'HIGHWAY 47, 33 M (108.3 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 DP8676'A LARGE METAL SIDED BUILDING, 20.6 M (67.6 FT) NORTHEAST OF A UTILITY
 DP8676'POLE -2862-, LOCATED AT THE CENTERLINE EXTENDED OF A DRIVEWAY -W8740-
 DP8676'AND 0.8 FT (24 CM) NORTH OF A WHITE PLASTIC WITNESS POST.
 DP8676'
 DP8676'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8676'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST EXTENDING TO 20
 DP8676'DEGREES ABOVE THE HORIZON, A UTILITY POLE TO THE WEST EXTENDING TO 25
 DP8676'DEGREES ABOVE THE HORIZON AND A UTILITY WIRE NEARLY DIRECTLY OVERHEAD.
 DP8676'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP8676'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP8676'INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.8 M (2.6 FT) LOWER THAN
 DP8676'THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8677 ***********************************************************************
 DP8677  DESIGNATION -  6H24
 DP8677  PID         -  DP8677
 DP8677  STATE/COUNTY-  WI/LANGLADE
 DP8677  COUNTRY     -  US
 DP8677  USGS QUAD   -  MATTOON (2018)
 DP8677
 DP8677                         *CURRENT SURVEY CONTROL
 DP8677  ______________________________________________________________________
 DP8677* NAD 83(1986) POSITION- 45 03 30.89   (N) 089 02 01.51   (W)   HD_HELD1
 DP8677* NAVD 88 ORTHO HEIGHT -   407.304 (meters)     1336.30  (feet) ADJUSTED
 DP8677  ______________________________________________________________________
 DP8677  GEOID HEIGHT    -        -35.281 (meters)                     GEOID18
 DP8677  DYNAMIC HEIGHT  -        407.248 (meters)     1336.11  (feet) COMP
 DP8677  MODELED GRAVITY -    980,466.3   (mgal)                       NAVD 88
 DP8677
 DP8677  VERT ORDER      -  SECOND    CLASS I
 DP8677
 DP8677.The horizontal coordinates were determined by differentially corrected
 DP8677.hand held GPS observations or other comparable positioning techniques
 DP8677.and have an estimated accuracy of +/- 3 meters.
 DP8677
 DP8677.The orthometric height was determined by differential leveling and
 DP8677.adjusted by the NATIONAL GEODETIC SURVEY
 DP8677.in February 2017.
 DP8677
 DP8677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8677.GEOID18 height accuracy estimate available here.
 DP8677
 DP8677.Click photographs - Photos may exist for this station.
 DP8677
 DP8677.The dynamic height is computed by dividing the NAVD 88
 DP8677.geopotential number by the normal gravity value computed on the
 DP8677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8677.degrees latitude (g = 980.6199 gals.).
 DP8677
 DP8677.The modeled gravity was interpolated from observed gravity values.
 DP8677
 DP8677;                    North         East    Units  Estimated Accuracy
 DP8677;SPC WI C     -   136,601.7     676,101.9     MT  (+/- 3 meters HH1 GPS) 
 DP8677
 DP8677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3987291470(NAD 83)
 DP8677
 DP8677                          SUPERSEDED SURVEY CONTROL
 DP8677
 DP8677.No superseded survey control is available for this station.
 DP8677
 DP8677_MARKER: DD = SURVEY DISK
 DP8677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8677_STAMPING: 6H24 2012
 DP8677_MARK LOGO: WIDT
 DP8677_PROJECTION: FLUSH
 DP8677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8677+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2014
 DP8677
 DP8677  HISTORY     - Date     Condition        Report By
 DP8677  HISTORY     - 2012     MONUMENTED       WIDT
 DP8677  HISTORY     - 20140808 GOOD             WIDT
 DP8677
 DP8677                          STATION DESCRIPTION
 DP8677
 DP8677'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8677'THE STATION IS LOCATED APPROXIMATELY 8 MI (12.9 KM) SOUTHEAST OF
 DP8677'ANTIGO, 4 MI (6.4 KM) NORTH OF MATTOON AND 1 MI (1.6 KM) NORTHWEST OF
 DP8677'PHLOX.
 DP8677'
 DP8677'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF
 DP8677'STATE HIGHWAY 47 WITH COUNTY HIGHWAY SOUTH, ABOUT 1 MI (1.6 KM)
 DP8677'NORTHWEST OF THE VILLAGE OF PHLOX.
 DP8677'
 DP8677'THE STATION IS 48.8 M (160.1 FT) WEST OF THE CENTERLINE OF COUNTY
 DP8677'HIGHWAY SOUTH, 11.6 M (38.1 FT) NORTH OF THE CENTERLINE OF STATE
 DP8677'HIGHWAY 47 AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8677'WHITE PLASTIC WITNESS POSTS.
 DP8677'
 DP8677'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8677'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8677'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8677'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8677'0.4 M (1.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8678 ***********************************************************************
 DP8678  DESIGNATION -  6H25
 DP8678  PID         -  DP8678
 DP8678  STATE/COUNTY-  WI/LANGLADE
 DP8678  COUNTRY     -  US
 DP8678  USGS QUAD   -  ZOAR (2018)
 DP8678
 DP8678                         *CURRENT SURVEY CONTROL
 DP8678  ______________________________________________________________________
 DP8678* NAD 83(1986) POSITION- 45 03 02.38   (N) 088 59 49.65   (W)   HD_HELD1
 DP8678* NAVD 88 ORTHO HEIGHT -   394.155 (meters)     1293.16  (feet) ADJUSTED
 DP8678  ______________________________________________________________________
 DP8678  GEOID HEIGHT    -        -35.363 (meters)                     GEOID18
 DP8678  DYNAMIC HEIGHT  -        394.101 (meters)     1292.98  (feet) COMP
 DP8678  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 DP8678
 DP8678  VERT ORDER      -  SECOND    CLASS I
 DP8678
 DP8678.The horizontal coordinates were determined by differentially corrected
 DP8678.hand held GPS observations or other comparable positioning techniques
 DP8678.and have an estimated accuracy of +/- 3 meters.
 DP8678
 DP8678.The orthometric height was determined by differential leveling and
 DP8678.adjusted by the NATIONAL GEODETIC SURVEY
 DP8678.in February 2017.
 DP8678
 DP8678.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8678.GEOID18 height accuracy estimate available here.
 DP8678
 DP8678.Click photographs - Photos may exist for this station.
 DP8678
 DP8678.The dynamic height is computed by dividing the NAVD 88
 DP8678.geopotential number by the normal gravity value computed on the
 DP8678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8678.degrees latitude (g = 980.6199 gals.).
 DP8678
 DP8678.The modeled gravity was interpolated from observed gravity values.
 DP8678
 DP8678;                    North         East    Units  Estimated Accuracy
 DP8678;SPC WI C     -   135,756.7     678,997.5     MT  (+/- 3 meters HH1 GPS) 
 DP8678
 DP8678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4273490518(NAD 83)
 DP8678
 DP8678                          SUPERSEDED SURVEY CONTROL
 DP8678
 DP8678.No superseded survey control is available for this station.
 DP8678
 DP8678_MARKER: DD = SURVEY DISK
 DP8678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8678_STAMPING: 6H25 2012
 DP8678_MARK LOGO: WIDT
 DP8678_PROJECTION: PROJECTING 6 CENTIMETERS
 DP8678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8678+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2014
 DP8678
 DP8678  HISTORY     - Date     Condition        Report By
 DP8678  HISTORY     - 2012     MONUMENTED       WIDT
 DP8678  HISTORY     - 20140808 GOOD             WIDT
 DP8678
 DP8678                          STATION DESCRIPTION
 DP8678
 DP8678'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8678'THE STATION IS LOCATED APPROXIMATELY 10 MI (16.1 KM) SOUTHEAST OF
 DP8678'ANTIGO, 4 MI (6.4 KM) NORTHEAST OF MATTOON AND 1 MI (1.6 KM) EAST OF
 DP8678'PHLOX.
 DP8678'
 DP8678'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DP8678'HIGHWAY SOUTH, LOCATED ABOUT 1 MI (1.6 KM) NORTHWEST OF THE VILLAGE OF
 DP8678'PHLOX, GO EAST ON STATE HIGHWAY 47 FOR 1.7 MI (2.7 KM) TO FAIRVIEW
 DP8678'ROAD ON THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 47 FOR 0.25 MI (0.4
 DP8678'KM) TO THE STATION ON THE RIGHT.
 DP8678'
 DP8678'THE STATION IS 13.4 M (44.0 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8678'HIGHWAY 47, 110 M (360.9 FT) WEST OF THE WESTERN-MOST DRIVEWAY FOR A
 DP8678'FARM, 8.8 M (28.9 FT) WEST OF THE CENTERLINE OF A FIELD ENTRANCE AND
 DP8678'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8678'WITNESS POSTS.
 DP8678'
 DP8678'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8678'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8678'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8678'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8678'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS A BRONZE WISCONSIN
 DP8678'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8678'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8678'LEVEL WITH THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8790 ***********************************************************************
 DP8790  DESIGNATION -  6H26
 DP8790  PID         -  DP8790
 DP8790  STATE/COUNTY-  WI/LANGLADE
 DP8790  COUNTRY     -  US
 DP8790  USGS QUAD   -  BRYANT (2018)
 DP8790
 DP8790                         *CURRENT SURVEY CONTROL
 DP8790  ______________________________________________________________________
 DP8790* NAD 83(1986) POSITION- 45 09 42.56   (N) 089 04 07.86   (W)   HD_HELD1
 DP8790* NAVD 88 ORTHO HEIGHT -   471.919 (meters)     1548.29  (feet) ADJUSTED
 DP8790  ______________________________________________________________________
 DP8790  GEOID HEIGHT    -        -34.861 (meters)                     GEOID18
 DP8790  DYNAMIC HEIGHT  -        471.849 (meters)     1548.06  (feet) COMP
 DP8790  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 DP8790
 DP8790  VERT ORDER      -  SECOND    CLASS I
 DP8790
 DP8790.The horizontal coordinates were determined by differentially corrected
 DP8790.hand held GPS observations or other comparable positioning techniques
 DP8790.and have an estimated accuracy of +/- 3 meters.
 DP8790
 DP8790.The orthometric height was determined by differential leveling and
 DP8790.adjusted by the NATIONAL GEODETIC SURVEY
 DP8790.in February 2017.
 DP8790
 DP8790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8790.GEOID18 height accuracy estimate available here.
 DP8790
 DP8790.Click photographs - Photos may exist for this station.
 DP8790
 DP8790.The dynamic height is computed by dividing the NAVD 88
 DP8790.geopotential number by the normal gravity value computed on the
 DP8790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8790.degrees latitude (g = 980.6199 gals.).
 DP8790
 DP8790.The modeled gravity was interpolated from observed gravity values.
 DP8790
 DP8790;                    North         East    Units  Estimated Accuracy
 DP8790;SPC WI C     -   148,041.7     673,206.2     MT  (+/- 3 meters HH1 GPS) 
 DP8790
 DP8790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3740203009(NAD 83)
 DP8790
 DP8790                          SUPERSEDED SURVEY CONTROL
 DP8790
 DP8790.No superseded survey control is available for this station.
 DP8790
 DP8790_MARKER: DD = SURVEY DISK
 DP8790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8790_STAMPING: 6H26 2012
 DP8790_MARK LOGO: WIDT
 DP8790_PROJECTION: FLUSH
 DP8790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8790+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2014
 DP8790
 DP8790  HISTORY     - Date     Condition        Report By
 DP8790  HISTORY     - 2012     MONUMENTED       WIDT
 DP8790  HISTORY     - 20140624 GOOD             WIDT
 DP8790
 DP8790                          STATION DESCRIPTION
 DP8790
 DP8790'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8790'THE STATION IS APPROXIMATELY 8.7 MI (14.0 KM) WEST OF ELTON, 6.6 MI
 DP8790'(10.6 KM) SOUTHEAST OF DEER BROOK AND 4.4 MI (7.1 KM) NORTHEAST OF
 DP8790'ANTIGO.
 DP8790'
 DP8790'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DP8790'HIGHWAY 52 ABOUT 1.5 MI (2.4 KM) NORTHEAST OF THE CITY OF ANTIGO, GO
 DP8790'EAST ON STATE HIGHWAY 64 FOR 2.4 MI (3.9 KM) TO COUNTY HIGHWAY BB ON
 DP8790'THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 64 FOR 0.2 MI (0.3 KM) TO
 DP8790'THE STATION ON THE RIGHT.
 DP8790'
 DP8790'THE STATION IS 13.4 M (44.0 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8790'HIGHWAY 64, 52.2 M (171.3 FT) EAST OF A GAS PIPELINE MARKER POST, 6.0
 DP8790'M (19.7 FT) NORTH OF A BARBED WIRE FENCE AND LOCATED IN THE CENTER OF
 DP8790'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8790'
 DP8790'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8790'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8790'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8790'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8790'1.0 M (3.3 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8791 ***********************************************************************
 DP8791  DESIGNATION -  6H27
 DP8791  PID         -  DP8791
 DP8791  STATE/COUNTY-  WI/LANGLADE
 DP8791  COUNTRY     -  US
 DP8791  USGS QUAD   -  BRYANT (2018)
 DP8791
 DP8791                         *CURRENT SURVEY CONTROL
 DP8791  ______________________________________________________________________
 DP8791* NAD 83(1986) POSITION- 45 09 40.21   (N) 089 02 03.64   (W)   HD_HELD1
 DP8791* NAVD 88 ORTHO HEIGHT -   489.391 (meters)     1605.61  (feet) ADJUSTED
 DP8791  ______________________________________________________________________
 DP8791  GEOID HEIGHT    -        -34.931 (meters)                     GEOID18
 DP8791  DYNAMIC HEIGHT  -        489.320 (meters)     1605.38  (feet) COMP
 DP8791  MODELED GRAVITY -    980,456.4   (mgal)                       NAVD 88
 DP8791
 DP8791  VERT ORDER      -  SECOND    CLASS I
 DP8791
 DP8791.The horizontal coordinates were determined by differentially corrected
 DP8791.hand held GPS observations or other comparable positioning techniques
 DP8791.and have an estimated accuracy of +/- 3 meters.
 DP8791
 DP8791.The orthometric height was determined by differential leveling and
 DP8791.adjusted by the NATIONAL GEODETIC SURVEY
 DP8791.in February 2017.
 DP8791
 DP8791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8791.GEOID18 height accuracy estimate available here.
 DP8791
 DP8791.Click photographs - Photos may exist for this station.
 DP8791
 DP8791.The dynamic height is computed by dividing the NAVD 88
 DP8791.geopotential number by the normal gravity value computed on the
 DP8791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8791.degrees latitude (g = 980.6199 gals.).
 DP8791
 DP8791.The modeled gravity was interpolated from observed gravity values.
 DP8791
 DP8791;                    North         East    Units  Estimated Accuracy
 DP8791;SPC WI C     -   148,000.9     675,919.8     MT  (+/- 3 meters HH1 GPS) 
 DP8791
 DP8791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4011202867(NAD 83)
 DP8791
 DP8791                          SUPERSEDED SURVEY CONTROL
 DP8791
 DP8791.No superseded survey control is available for this station.
 DP8791
 DP8791_MARKER: DD = SURVEY DISK
 DP8791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8791_STAMPING: 6H27 2012
 DP8791_MARK LOGO: WIDT
 DP8791_PROJECTION: FLUSH
 DP8791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8791+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2014
 DP8791
 DP8791  HISTORY     - Date     Condition        Report By
 DP8791  HISTORY     - 2012     MONUMENTED       WIDT
 DP8791  HISTORY     - 20140624 GOOD             WIDT
 DP8791
 DP8791                          STATION DESCRIPTION
 DP8791
 DP8791'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8791'THE STATION IS APPROXIMATELY 7.6 MI (12.2 KM) SOUTHEAST OF DEER BROOK,
 DP8791'5.5 MI (8.8 KM) EAST-NORTHEAST OF ANTIGO AND 2.2 MI (3.5 KM)
 DP8791'WEST-NORTHWEST OF POLAR.
 DP8791'
 DP8791'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8791'HIGHWAY SOUTH ABOUT 1 MI (1.6 KM) WEST OF THE COMMUNITY OF POLAR, GO
 DP8791'SOUTHWEST AND WEST ON STATE HIGHWAY 64 FOR 1.2 MI (1.9 KM) TO HILL
 DP8791'ROAD.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 0.15 MI (0.2 KM) TO THE
 DP8791'STATION ON THE LEFT.
 DP8791'
 DP8791'THE STATION IS 250 M (820.2 FT) WEST OF HILL ROAD, 23.6 M (77.4 FT)
 DP8791'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 64, 40 M (131.2 FT) WEST OF
 DP8791'THE CENTER OF A DRIVEWAY, 16.0 M (52.5 FT) WEST OF A UTILITY JUNCTION
 DP8791'BOX -4598- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8791'WHITE PLASTIC WITNESS POSTS.
 DP8791'
 DP8791'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8791'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8791'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8791'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8791'4 M (13.1 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8793 ***********************************************************************
 DP8793  DESIGNATION -  6J28
 DP8793  PID         -  DP8793
 DP8793  STATE/COUNTY-  WI/LANGLADE
 DP8793  COUNTRY     -  US
 DP8793  USGS QUAD   -  POLAR (2018)
 DP8793
 DP8793                         *CURRENT SURVEY CONTROL
 DP8793  ______________________________________________________________________
 DP8793* NAD 83(1986) POSITION- 45 10 06.65   (N) 088 58 16.48   (W)   HD_HELD1
 DP8793* NAVD 88 ORTHO HEIGHT -   463.407 (meters)     1520.36  (feet) ADJUSTED
 DP8793  ______________________________________________________________________
 DP8793  GEOID HEIGHT    -        -35.019 (meters)                     GEOID18
 DP8793  DYNAMIC HEIGHT  -        463.340 (meters)     1520.14  (feet) COMP
 DP8793  MODELED GRAVITY -    980,458.7   (mgal)                       NAVD 88
 DP8793
 DP8793  VERT ORDER      -  SECOND    CLASS I
 DP8793
 DP8793.The horizontal coordinates were determined by differentially corrected
 DP8793.hand held GPS observations or other comparable positioning techniques
 DP8793.and have an estimated accuracy of +/- 3 meters.
 DP8793
 DP8793.The orthometric height was determined by differential leveling and
 DP8793.adjusted by the NATIONAL GEODETIC SURVEY
 DP8793.in February 2017.
 DP8793
 DP8793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8793.GEOID18 height accuracy estimate available here.
 DP8793
 DP8793.Click photographs - Photos may exist for this station.
 DP8793
 DP8793.The dynamic height is computed by dividing the NAVD 88
 DP8793.geopotential number by the normal gravity value computed on the
 DP8793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8793.degrees latitude (g = 980.6199 gals.).
 DP8793
 DP8793.The modeled gravity was interpolated from observed gravity values.
 DP8793
 DP8793;                    North         East    Units  Estimated Accuracy
 DP8793;SPC WI C     -   148,877.9     680,870.1     MT  (+/- 3 meters HH1 GPS) 
 DP8793
 DP8793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4509203560(NAD 83)
 DP8793
 DP8793                          SUPERSEDED SURVEY CONTROL
 DP8793
 DP8793.No superseded survey control is available for this station.
 DP8793
 DP8793_MARKER: DD = SURVEY DISK
 DP8793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8793_STAMPING: 6J28 2012
 DP8793_MARK LOGO: WIDT
 DP8793_PROJECTION: FLUSH
 DP8793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8793+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2014
 DP8793
 DP8793  HISTORY     - Date     Condition        Report By
 DP8793  HISTORY     - 2012     MONUMENTED       WIDT
 DP8793  HISTORY     - 20140625 GOOD             WIDT
 DP8793
 DP8793                          STATION DESCRIPTION
 DP8793
 DP8793'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8793'THE STATION IS APPROXIMATELY 13.5 MI (21.7 KM) SOUTH-SOUTHWEST OF
 DP8793'PICKEREL, 4.1 MI (6.6 KM) WEST OF ELTON AND 0.8 MI (1.3 KM) EAST OF
 DP8793'POLAR.
 DP8793'
 DP8793'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8793'HIGHWAY SOUTH ABOUT 1 MI (1.6 KM) WEST-NORTHWEST OF THE COMMUNITY OF
 DP8793'POLAR, GO EAST ON STATE HIGHWAY 64 FOR 1.8 MI (2.9 KM) TO BOLEN ROAD
 DP8793'ON THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY 64 FOR 0.2 MI (0.3 KM)
 DP8793'TO THE STATION ON THE RIGHT.
 DP8793'
 DP8793'THE STATION IS 19.1 M (62.7 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8793'HIGHWAY 64, 75.8 M (248.7 FT) EAST OF THE CENTER OF THE EASTERN OF TWO
 DP8793'DRIVEWAYS FOR A RESIDENCE -W6555-, 50.4 M (165.4 FT) EAST OF THE
 DP8793'NORTHWEST CORNER OF A BARBED WIRE FENCE AND LOCATED IN THE CENTER OF A
 DP8793'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8793'
 DP8793'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8793'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8793'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8793'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8793'2.5 M (8.2 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8794 ***********************************************************************
 DP8794  DESIGNATION -  6J29
 DP8794  PID         -  DP8794
 DP8794  STATE/COUNTY-  WI/LANGLADE
 DP8794  COUNTRY     -  US
 DP8794  USGS QUAD   -  POLAR (2018)
 DP8794
 DP8794                         *CURRENT SURVEY CONTROL
 DP8794  ______________________________________________________________________
 DP8794* NAD 83(1986) POSITION- 45 10 06.07   (N) 088 56 27.20   (W)   HD_HELD1
 DP8794* NAVD 88 ORTHO HEIGHT -   448.283 (meters)     1470.74  (feet) ADJUSTED
 DP8794  ______________________________________________________________________
 DP8794  GEOID HEIGHT    -        -35.075 (meters)                     GEOID18
 DP8794  DYNAMIC HEIGHT  -        448.219 (meters)     1470.53  (feet) COMP
 DP8794  MODELED GRAVITY -    980,460.4   (mgal)                       NAVD 88
 DP8794
 DP8794  VERT ORDER      -  SECOND    CLASS I
 DP8794
 DP8794.The horizontal coordinates were determined by differentially corrected
 DP8794.hand held GPS observations or other comparable positioning techniques
 DP8794.and have an estimated accuracy of +/- 3 meters.
 DP8794
 DP8794.The orthometric height was determined by differential leveling and
 DP8794.adjusted by the NATIONAL GEODETIC SURVEY
 DP8794.in February 2017.
 DP8794
 DP8794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8794.GEOID18 height accuracy estimate available here.
 DP8794
 DP8794.Click photographs - Photos may exist for this station.
 DP8794
 DP8794.The dynamic height is computed by dividing the NAVD 88
 DP8794.geopotential number by the normal gravity value computed on the
 DP8794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8794.degrees latitude (g = 980.6199 gals.).
 DP8794
 DP8794.The modeled gravity was interpolated from observed gravity values.
 DP8794
 DP8794;                    North         East    Units  Estimated Accuracy
 DP8794;SPC WI C     -   148,890.7     683,256.4     MT  (+/- 3 meters HH1 GPS) 
 DP8794
 DP8794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4747703484(NAD 83)
 DP8794
 DP8794                          SUPERSEDED SURVEY CONTROL
 DP8794
 DP8794.No superseded survey control is available for this station.
 DP8794
 DP8794_MARKER: DD = SURVEY DISK
 DP8794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8794_STAMPING: 6J29 2012
 DP8794_MARK LOGO: WIDT
 DP8794_PROJECTION: FLUSH
 DP8794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8794+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2014
 DP8794
 DP8794  HISTORY     - Date     Condition        Report By
 DP8794  HISTORY     - 2012     MONUMENTED       WIDT
 DP8794  HISTORY     - 20140626 GOOD             WIDT
 DP8794
 DP8794                          STATION DESCRIPTION
 DP8794
 DP8794'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8794'THE STATION IS APPROXIMATELY 13.3 MI (21.4 KM) SOUTH-SOUTHWEST OF
 DP8794'PICKEREL, 2.6 MI (4.2 KM) WEST OF ELTON AND 2.3 MI (3.7 KM) EAST OF
 DP8794'POLAR.
 DP8794'
 DP8794'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8794'HIGHWAY P ABOUT 2 MI (3.2 KM) EAST OF THE COMMUNITY OF ELTON, GO WEST
 DP8794'ON STATE HIGHWAY 64 FOR 4.0 MI (6.4 KM) TO POLAR EVERGREEN ROAD ON THE
 DP8794'LEFT.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 0.6 MI (1.0 KM) TO THE
 DP8794'STATION ON THE RIGHT.
 DP8794'
 DP8794'THE STATION IS 12.6 M (41.3 FT) NORTH OF THE CENTERLINE OF STATE
 DP8794'HIGHWAY 64, 51.0 M (167.3 FT) EAST OF THE CENTER OF A DRIVEWAY
 DP8794'-W5950-, 19.7 M (64.6 FT) SOUTHEAST OF A UTILITY JUNCTION BOX -451-
 DP8794'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8794'WITNESS POSTS.
 DP8794'
 DP8794'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8794'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST EXTENDING
 DP8794'TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8794'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8794'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8794'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8795 ***********************************************************************
 DP8795  DESIGNATION -  6J30
 DP8795  PID         -  DP8795
 DP8795  STATE/COUNTY-  WI/LANGLADE
 DP8795  COUNTRY     -  US
 DP8795  USGS QUAD   -  POLAR (2018)
 DP8795
 DP8795                         *CURRENT SURVEY CONTROL
 DP8795  ______________________________________________________________________
 DP8795* NAD 83(1986) POSITION- 45 10 03.81   (N) 088 54 27.27   (W)   HD_HELD1
 DP8795* NAVD 88 ORTHO HEIGHT -   443.209 (meters)     1454.09  (feet) ADJUSTED
 DP8795  ______________________________________________________________________
 DP8795  GEOID HEIGHT    -        -35.136 (meters)                     GEOID18
 DP8795  DYNAMIC HEIGHT  -        443.148 (meters)     1453.89  (feet) COMP
 DP8795  MODELED GRAVITY -    980,465.2   (mgal)                       NAVD 88
 DP8795
 DP8795  VERT ORDER      -  SECOND    CLASS I
 DP8795
 DP8795.The horizontal coordinates were determined by differentially corrected
 DP8795.hand held GPS observations or other comparable positioning techniques
 DP8795.and have an estimated accuracy of +/- 3 meters.
 DP8795
 DP8795.The orthometric height was determined by differential leveling and
 DP8795.adjusted by the NATIONAL GEODETIC SURVEY
 DP8795.in February 2017.
 DP8795
 DP8795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8795.GEOID18 height accuracy estimate available here.
 DP8795
 DP8795.Click photographs - Photos may exist for this station.
 DP8795
 DP8795.The dynamic height is computed by dividing the NAVD 88
 DP8795.geopotential number by the normal gravity value computed on the
 DP8795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8795.degrees latitude (g = 980.6199 gals.).
 DP8795
 DP8795.The modeled gravity was interpolated from observed gravity values.
 DP8795
 DP8795;                    North         East    Units  Estimated Accuracy
 DP8795;SPC WI C     -   148,855.6     685,876.0     MT  (+/- 3 meters HH1 GPS) 
 DP8795
 DP8795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5009303352(NAD 83)
 DP8795
 DP8795                          SUPERSEDED SURVEY CONTROL
 DP8795
 DP8795.No superseded survey control is available for this station.
 DP8795
 DP8795_MARKER: DD = SURVEY DISK
 DP8795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8795_STAMPING: 6J30 2012
 DP8795_MARK LOGO: WIDT
 DP8795_PROJECTION: FLUSH
 DP8795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8795+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2014
 DP8795
 DP8795  HISTORY     - Date     Condition        Report By
 DP8795  HISTORY     - 2012     MONUMENTED       WIDT
 DP8795  HISTORY     - 20140626 GOOD             WIDT
 DP8795
 DP8795                          STATION DESCRIPTION
 DP8795
 DP8795'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8795'THE STATION IS APPROXIMATELY 13.2 MI (21.2 KM) SOUTH OF PICKEREL, 3.9
 DP8795'MI (6.3 KM) EAST OF POLAR AND 1.0 MI (1.6 KM) WEST OF ELTON.
 DP8795'
 DP8795'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8795'HIGHWAY P ABOUT 2 MI (3.2 KM) EAST OF THE COMMUNITY OF ELTON, GO WEST
 DP8795'ON STATE HIGHWAY 64 FOR 3.0 MI (4.8 KM) TO SHERRY ROAD ON THE RIGHT,
 DP8795'MURASKI ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DP8795'
 DP8795'THE STATION IS 46.2 M (151.6 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8795'HIGHWAY 64, 9.3 M (30.5 FT) WEST OF THE CENTERLINE OF MURASKI ROAD,
 DP8795'34.5 M (113.2 FT) SOUTHWEST OF A UTILITY JUNCTION BOX -1539-, 31.8 M
 DP8795'(104.3 FT) SOUTHWEST OF A POWER POLE -31 13 17 0/24- AND LOCATED IN
 DP8795'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8795'
 DP8795'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8795'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8795'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8795'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8795'0.1 M (0.3 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8797 ***********************************************************************
 DP8797  DESIGNATION -  6J31
 DP8797  PID         -  DP8797
 DP8797  STATE/COUNTY-  WI/LANGLADE
 DP8797  COUNTRY     -  US
 DP8797  USGS QUAD   -  WHITE LAKE (2018)
 DP8797
 DP8797                         *CURRENT SURVEY CONTROL
 DP8797  ______________________________________________________________________
 DP8797* NAD 83(1986) POSITION- 45 10 05.79   (N) 088 50 04.58   (W)   HD_HELD1
 DP8797* NAVD 88 ORTHO HEIGHT -   422.060 (meters)     1384.71  (feet) ADJUSTED
 DP8797  ______________________________________________________________________
 DP8797  GEOID HEIGHT    -        -35.263 (meters)                     GEOID18
 DP8797  DYNAMIC HEIGHT  -        422.003 (meters)     1384.52  (feet) COMP
 DP8797  MODELED GRAVITY -    980,470.8   (mgal)                       NAVD 88
 DP8797
 DP8797  VERT ORDER      -  SECOND    CLASS I
 DP8797
 DP8797.The horizontal coordinates were determined by differentially corrected
 DP8797.hand held GPS observations or other comparable positioning techniques
 DP8797.and have an estimated accuracy of +/- 3 meters.
 DP8797
 DP8797.The orthometric height was determined by differential leveling and
 DP8797.adjusted by the NATIONAL GEODETIC SURVEY
 DP8797.in February 2017.
 DP8797
 DP8797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8797.GEOID18 height accuracy estimate available here.
 DP8797
 DP8797.Click photographs - Photos may exist for this station.
 DP8797
 DP8797.The dynamic height is computed by dividing the NAVD 88
 DP8797.geopotential number by the normal gravity value computed on the
 DP8797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8797.degrees latitude (g = 980.6199 gals.).
 DP8797
 DP8797.The modeled gravity was interpolated from observed gravity values.
 DP8797
 DP8797;                    North         East    Units  Estimated Accuracy
 DP8797;SPC WI C     -   148,996.5     691,610.9     MT  (+/- 3 meters HH1 GPS) 
 DP8797
 DP8797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5582803281(NAD 83)
 DP8797
 DP8797                          SUPERSEDED SURVEY CONTROL
 DP8797
 DP8797.No superseded survey control is available for this station.
 DP8797
 DP8797_MARKER: DD = SURVEY DISK
 DP8797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8797_STAMPING: 6J31 2012
 DP8797_MARK LOGO: WIDT
 DP8797_PROJECTION: FLUSH
 DP8797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8797+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2014
 DP8797
 DP8797  HISTORY     - Date     Condition        Report By
 DP8797  HISTORY     - 2012     MONUMENTED       WIDT
 DP8797  HISTORY     - 20140627 GOOD             WIDT
 DP8797
 DP8797                          STATION DESCRIPTION
 DP8797
 DP8797'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8797'THE STATION IS APPROXIMATELY 5.9 MI (9.5 KM) SOUTH-SOUTHWEST OF
 DP8797'HOLLISTER, 5.2 MI (8.4 KM) WEST-SOUTHWEST OF LANGLADE AND 2.6 MI (4.2
 DP8797'KM) EAST OF ELTON.
 DP8797'
 DP8797'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8797'HIGHWAY P ABOUT 2 MI (3.2 KM) EAST OF THE COMMUNITY OF ELTON, GO EAST
 DP8797'ON STATE HIGHWAY 64 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DP8797'
 DP8797'THE STATION IS 16.1 M (52.8 FT) NORTH OF THE CENTERLINE OF STATE
 DP8797'HIGHWAY 64, 37 M (121.4 FT) EAST OF A FIELD ENTRANCE, 34.7 M (113.8
 DP8797'FT) WEST-SOUTHWEST OF A POWER POLE -31 13 14 29/26-, 24.6 M (80.7 FT)
 DP8797'EAST-SOUTHEAST OF A POWER POLE -31 13 14 27/26- AND LOCATED IN THE
 DP8797'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8797'
 DP8797'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DP8797'TO 45 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH EXTENDING
 DP8797'TO 40 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8797'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8797'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8797'0.4 M (1.3 FT) HIGHER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8798 ***********************************************************************
 DP8798  DESIGNATION -  6J32
 DP8798  PID         -  DP8798
 DP8798  STATE/COUNTY-  WI/LANGLADE
 DP8798  COUNTRY     -  US
 DP8798  USGS QUAD   -  WHITE LAKE (2018)
 DP8798
 DP8798                         *CURRENT SURVEY CONTROL
 DP8798  ______________________________________________________________________
 DP8798* NAD 83(1986) POSITION- 45 10 04.15   (N) 088 48 27.92   (W)   HD_HELD1
 DP8798* NAVD 88 ORTHO HEIGHT -   401.420 (meters)     1316.99  (feet) ADJUSTED
 DP8798  ______________________________________________________________________
 DP8798  GEOID HEIGHT    -        -35.308 (meters)                     GEOID18
 DP8798  DYNAMIC HEIGHT  -        401.366 (meters)     1316.82  (feet) COMP
 DP8798  MODELED GRAVITY -    980,472.2   (mgal)                       NAVD 88
 DP8798
 DP8798  VERT ORDER      -  SECOND    CLASS I
 DP8798
 DP8798.The horizontal coordinates were determined by differentially corrected
 DP8798.hand held GPS observations or other comparable positioning techniques
 DP8798.and have an estimated accuracy of +/- 3 meters.
 DP8798
 DP8798.The orthometric height was determined by differential leveling and
 DP8798.adjusted by the NATIONAL GEODETIC SURVEY
 DP8798.in February 2017.
 DP8798
 DP8798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8798.GEOID18 height accuracy estimate available here.
 DP8798
 DP8798.Click photographs - Photos may exist for this station.
 DP8798
 DP8798.The dynamic height is computed by dividing the NAVD 88
 DP8798.geopotential number by the normal gravity value computed on the
 DP8798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8798.degrees latitude (g = 980.6199 gals.).
 DP8798
 DP8798.The modeled gravity was interpolated from observed gravity values.
 DP8798
 DP8798;                    North         East    Units  Estimated Accuracy
 DP8798;SPC WI C     -   148,976.5     693,722.2     MT  (+/- 3 meters HH1 GPS) 
 DP8798
 DP8798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5793703182(NAD 83)
 DP8798
 DP8798                          SUPERSEDED SURVEY CONTROL
 DP8798
 DP8798.No superseded survey control is available for this station.
 DP8798
 DP8798_MARKER: DD = SURVEY DISK
 DP8798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8798_STAMPING: 6J32 2012
 DP8798_MARK LOGO: WIDT
 DP8798_PROJECTION: FLUSH
 DP8798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8798+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2014
 DP8798
 DP8798  HISTORY     - Date     Condition        Report By
 DP8798  HISTORY     - 2012     MONUMENTED       WIDT
 DP8798  HISTORY     - 20140630 GOOD             WIDT
 DP8798
 DP8798                          STATION DESCRIPTION
 DP8798
 DP8798'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8798'THE STATION IS APPROXIMATELY 5.6 MI (9.0 KM) SOUTH-SOUTHWEST OF
 DP8798'HOLLISTER, 3.9 MI (6.3 KM) WEST-SOUTHWEST OF LANGLADE AND 3.8 MI (6.1
 DP8798'KM) EAST OF ELTON.
 DP8798'
 DP8798'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8798'HIGHWAY P ABOUT 2 MI (3.2 KM) EAST OF THE COMMUNITY OF ELTON, GO EAST
 DP8798'ON STATE HIGHWAY 64 FOR 1.5 MI (2.4 KM) TO DEHART ROAD ON THE RIGHT.
 DP8798'CONTINUE EAST ON STATE HIGHWAY 64 FOR 0.4 MI (0.6 KM) TO THE STATION
 DP8798'ON THE RIGHT.
 DP8798'
 DP8798'THE STATION IS 10.0 M (32.8 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8798'HIGHWAY 64, 22.3 M (73.2 FT) EAST-NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 DP8798'POST, 15 M (49.2 FT) EAST OF THE CENTER OF A DRIVEWAY -W3411-, 9.1 M
 DP8798'(29.9 FT) NORTH OF A FENCE LINE AND LOCATED IN THE CENTER OF A
 DP8798'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8798'
 DP8798'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8798'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8798'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8798'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8798'0.3 M (1.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8799 ***********************************************************************
 DP8799  DESIGNATION -  6J33
 DP8799  PID         -  DP8799
 DP8799  STATE/COUNTY-  WI/LANGLADE
 DP8799  COUNTRY     -  US
 DP8799  USGS QUAD   -  WHITE LAKE (2018)
 DP8799
 DP8799                         *CURRENT SURVEY CONTROL
 DP8799  ______________________________________________________________________
 DP8799* NAD 83(1986) POSITION- 45 10 30.43   (N) 088 47 02.02   (W)   HD_HELD1
 DP8799* NAVD 88 ORTHO HEIGHT -   419.325 (meters)     1375.74  (feet) ADJUSTED
 DP8799  ______________________________________________________________________
 DP8799  GEOID HEIGHT    -        -35.322 (meters)                     GEOID18
 DP8799  DYNAMIC HEIGHT  -        419.270 (meters)     1375.56  (feet) COMP
 DP8799  MODELED GRAVITY -    980,473.3   (mgal)                       NAVD 88
 DP8799
 DP8799  VERT ORDER      -  SECOND    CLASS I
 DP8799
 DP8799.The horizontal coordinates were determined by differentially corrected
 DP8799.hand held GPS observations or other comparable positioning techniques
 DP8799.and have an estimated accuracy of +/- 3 meters.
 DP8799
 DP8799.The orthometric height was determined by differential leveling and
 DP8799.adjusted by the NATIONAL GEODETIC SURVEY
 DP8799.in February 2017.
 DP8799
 DP8799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8799.GEOID18 height accuracy estimate available here.
 DP8799
 DP8799.Click photographs - Photos may exist for this station.
 DP8799
 DP8799.The dynamic height is computed by dividing the NAVD 88
 DP8799.geopotential number by the normal gravity value computed on the
 DP8799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8799.degrees latitude (g = 980.6199 gals.).
 DP8799
 DP8799.The modeled gravity was interpolated from observed gravity values.
 DP8799
 DP8799;                    North         East    Units  Estimated Accuracy
 DP8799;SPC WI C     -   149,815.5     695,585.6     MT  (+/- 3 meters HH1 GPS) 
 DP8799
 DP8799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5983003952(NAD 83)
 DP8799
 DP8799                          SUPERSEDED SURVEY CONTROL
 DP8799
 DP8799.No superseded survey control is available for this station.
 DP8799
 DP8799_MARKER: DD = SURVEY DISK
 DP8799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8799_STAMPING: 6J33 2012
 DP8799_MARK LOGO: WIDT
 DP8799_PROJECTION: FLUSH
 DP8799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8799+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP8799
 DP8799  HISTORY     - Date     Condition        Report By
 DP8799  HISTORY     - 2012     MONUMENTED       WIDT
 DP8799  HISTORY     - 20140701 GOOD             WIDT
 DP8799
 DP8799                          STATION DESCRIPTION
 DP8799
 DP8799'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8799'THE STATION IS APPROXIMATELY 5.1 MI (8.2 KM) SOUTH OF HOLLISTER, 5.0
 DP8799'MI (8.0 KM) EAST-NORTHEAST OF ELTON AND 2.6 MI (4.2 KM) SOUTHWEST OF
 DP8799'LANGLADE.
 DP8799'
 DP8799'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8799'HIGHWAY M ABOUT 2.2 MI (3.5 KM) SOUTHWEST OF THE VILLAGE OF LANGLADE,
 DP8799'GO WEST ON STATE HIGHWAY 64 FOR 0.5 MI (0.8 KM) TO MARATHON DRIVE ON
 DP8799'THE LEFT AND THE STATION ON THE LEFT.
 DP8799'
 DP8799'THE STATION IS 11.5 M (37.7 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8799'HIGHWAY 64, 11.6 M (38.1 FT) EAST OF THE CENTERLINE OF MARATHON DRIVE,
 DP8799'18.8 M (61.7 FT) EAST OF A -MARATHON DRIVE- SIGN AND LOCATED IN THE
 DP8799'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8799'
 DP8799'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTH EXTENDING
 DP8799'TO 45 DEGREES AND A TREE LINE TO THE NORTH EXTENDING TO 30 DEGREES
 DP8799'ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8799'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8799'A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.2 M (0.7 FT)
 DP8799'LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8800 ***********************************************************************
 DP8800  DESIGNATION -  6J34
 DP8800  PID         -  DP8800
 DP8800  STATE/COUNTY-  WI/LANGLADE
 DP8800  COUNTRY     -  US
 DP8800  USGS QUAD   -  WHITE LAKE (2018)
 DP8800
 DP8800                         *CURRENT SURVEY CONTROL
 DP8800  ______________________________________________________________________
 DP8800* NAD 83(1986) POSITION- 45 11 13.17   (N) 088 45 34.72   (W)   HD_HELD1
 DP8800* NAVD 88 ORTHO HEIGHT -   404.990 (meters)     1328.70  (feet) ADJUSTED
 DP8800  ______________________________________________________________________
 DP8800  GEOID HEIGHT    -        -35.323 (meters)                     GEOID18
 DP8800  DYNAMIC HEIGHT  -        404.937 (meters)     1328.53  (feet) COMP
 DP8800  MODELED GRAVITY -    980,475.7   (mgal)                       NAVD 88
 DP8800
 DP8800  VERT ORDER      -  SECOND    CLASS I
 DP8800
 DP8800.The horizontal coordinates were determined by differentially corrected
 DP8800.hand held GPS observations or other comparable positioning techniques
 DP8800.and have an estimated accuracy of +/- 3 meters.
 DP8800
 DP8800.The orthometric height was determined by differential leveling and
 DP8800.adjusted by the NATIONAL GEODETIC SURVEY
 DP8800.in February 2017.
 DP8800
 DP8800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8800.GEOID18 height accuracy estimate available here.
 DP8800
 DP8800.Click photographs - Photos may exist for this station.
 DP8800
 DP8800.The dynamic height is computed by dividing the NAVD 88
 DP8800.geopotential number by the normal gravity value computed on the
 DP8800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8800.degrees latitude (g = 980.6199 gals.).
 DP8800
 DP8800.The modeled gravity was interpolated from observed gravity values.
 DP8800
 DP8800;                    North         East    Units  Estimated Accuracy
 DP8800;SPC WI C     -   151,163.5     697,471.3     MT  (+/- 3 meters HH1 GPS) 
 DP8800
 DP8800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6176505229(NAD 83)
 DP8800
 DP8800                          SUPERSEDED SURVEY CONTROL
 DP8800
 DP8800.No superseded survey control is available for this station.
 DP8800
 DP8800_MARKER: DD = SURVEY DISK
 DP8800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8800_STAMPING: 6J34 2012
 DP8800_MARK LOGO: WIDT
 DP8800_PROJECTION: FLUSH
 DP8800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8800+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP8800
 DP8800  HISTORY     - Date     Condition        Report By
 DP8800  HISTORY     - 2012     MONUMENTED       WIDT
 DP8800  HISTORY     - 20140701 GOOD             WIDT
 DP8800
 DP8800                          STATION DESCRIPTION
 DP8800
 DP8800'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8800'THE STATION IS APPROXIMATELY 6.3 MI (10.1 KM) EAST-NORTHEAST OF ELTON,
 DP8800'2.1 MI (3.4 KM) NORTH-NORTHEAST OF WHITE LAKE AND 1.3 MI (2.1 KM)
 DP8800'SOUTHWEST OF LANGLADE.
 DP8800'
 DP8800'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8800'HIGHWAY M ABOUT 2.2 MI (3.5 KM) SOUTHWEST OF THE VILLAGE OF LANGLADE,
 DP8800'GO NORTHEAST ON STATE HIGHWAY 64 FOR 1.1 MI (1.8 KM) TO THE STATION ON
 DP8800'THE RIGHT.
 DP8800'
 DP8800'THE STATION IS 11.2 M (36.7 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DP8800'HIGHWAY 64, 43.9 M (144.0 FT) NORTHEAST OF A RIGHT-OF-WAY POST, 42.7 M
 DP8800'(140.1 FT) NORTHEAST OF A POWER POLE -31 14 9 9/41-, 25.9 M (85.0 FT)
 DP8800'SOUTHWEST OF A POWER POLE -31 14 9 10/42- AND LOCATED IN THE CENTER OF
 DP8800'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8800'
 DP8800'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8800'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTHWEST
 DP8800'EXTENDING TO 55 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8800'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8800'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8800'APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8801 ***********************************************************************
 DP8801  DESIGNATION -  6J35
 DP8801  PID         -  DP8801
 DP8801  STATE/COUNTY-  WI/LANGLADE
 DP8801  COUNTRY     -  US
 DP8801  USGS QUAD   -  LANGLADE (2018)
 DP8801
 DP8801                         *CURRENT SURVEY CONTROL
 DP8801  ______________________________________________________________________
 DP8801* NAD 83(1986) POSITION- 45 11 23.50   (N) 088 42 46.92   (W)   HD_HELD1
 DP8801* NAVD 88 ORTHO HEIGHT -   399.381 (meters)     1310.30  (feet) ADJUSTED
 DP8801  ______________________________________________________________________
 DP8801  GEOID HEIGHT    -        -35.385 (meters)                     GEOID18
 DP8801  DYNAMIC HEIGHT  -        399.332 (meters)     1310.14  (feet) COMP
 DP8801  MODELED GRAVITY -    980,483.3   (mgal)                       NAVD 88
 DP8801
 DP8801  VERT ORDER      -  SECOND    CLASS I
 DP8801
 DP8801.The horizontal coordinates were determined by differentially corrected
 DP8801.hand held GPS observations or other comparable positioning techniques
 DP8801.and have an estimated accuracy of +/- 3 meters.
 DP8801
 DP8801.The orthometric height was determined by differential leveling and
 DP8801.adjusted by the NATIONAL GEODETIC SURVEY
 DP8801.in February 2017.
 DP8801
 DP8801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8801.GEOID18 height accuracy estimate available here.
 DP8801
 DP8801.Click photographs - Photos may exist for this station.
 DP8801
 DP8801.The dynamic height is computed by dividing the NAVD 88
 DP8801.geopotential number by the normal gravity value computed on the
 DP8801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8801.degrees latitude (g = 980.6199 gals.).
 DP8801
 DP8801.The modeled gravity was interpolated from observed gravity values.
 DP8801
 DP8801;                    North         East    Units  Estimated Accuracy
 DP8801;SPC WI C     -   151,539.4     701,128.8     MT  (+/- 3 meters HH1 GPS) 
 DP8801
 DP8801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6543305469(NAD 83)
 DP8801
 DP8801                          SUPERSEDED SURVEY CONTROL
 DP8801
 DP8801.No superseded survey control is available for this station.
 DP8801
 DP8801_MARKER: DD = SURVEY DISK
 DP8801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8801_STAMPING: 6J35 2012
 DP8801_MARK LOGO: WIDT
 DP8801_PROJECTION: FLUSH
 DP8801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8801+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 DP8801
 DP8801  HISTORY     - Date     Condition        Report By
 DP8801  HISTORY     - 2012     MONUMENTED       WIDT
 DP8801  HISTORY     - 20140709 GOOD             WIDT
 DP8801  HISTORY     - 20160328 GOOD             DJHENK
 DP8801
 DP8801                          STATION DESCRIPTION
 DP8801
 DP8801'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8801'THE STATION IS APPROXIMATELY 11.6 MI (18.7 KM) WEST OF MOUNTAIN, 5.6
 DP8801'MI (9.0 KM) SOUTHEAST OF HOLLISTER AND 0.9 MI (1.4 KM) EAST OF
 DP8801'LANGLADE.
 DP8801'
 DP8801'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DP8801'HIGHWAY 55 IN THE COMMUNITY OF LANGLADE, GO EAST ON STATE HIGHWAY 64
 DP8801'FOR 0.5 MI (0.8 KM) TO SETTLEMENT ROAD ON THE LEFT AND MEMORIAL DRIVE
 DP8801'ON THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY 64 FOR 0.4 MI (0.6 KM)
 DP8801'TO THE STATION ON THE RIGHT.
 DP8801'
 DP8801'THE STATION IS 12.2 M (40.0 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8801'HIGHWAY 64, 140 M (459.3 FT) WEST OF HEISE ROAD, 44.6 M (146.3 FT)
 DP8801'WEST OF A POWER POLE -31 14 11 24/53-, 44.0 M (144.4 FT) EAST OF A
 DP8801'POWER POLE -31 14 11 22/53- AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8801'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8801'
 DP8801'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8801'DEGREES ABOVE THE HORIZON EXCEPT FOR A PINE TREE LINE TO THE NORTH
 DP8801'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8801'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8801'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8801'APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD GRADE.
 DP8801
 DP8801                          STATION RECOVERY (2016)
 DP8801
 DP8801'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DP8801'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8802 ***********************************************************************
 DP8802  DESIGNATION -  6J36
 DP8802  PID         -  DP8802
 DP8802  STATE/COUNTY-  WI/LANGLADE
 DP8802  COUNTRY     -  US
 DP8802  USGS QUAD   -  LANGLADE (2018)
 DP8802
 DP8802                         *CURRENT SURVEY CONTROL
 DP8802  ______________________________________________________________________
 DP8802* NAD 83(1986) POSITION- 45 11 34.70   (N) 088 40 42.59   (W)   HD_HELD1
 DP8802* NAVD 88 ORTHO HEIGHT -   369.673 (meters)     1212.84  (feet) ADJUSTED
 DP8802  ______________________________________________________________________
 DP8802  GEOID HEIGHT    -        -35.424 (meters)                     GEOID18
 DP8802  DYNAMIC HEIGHT  -        369.630 (meters)     1212.69  (feet) COMP
 DP8802  MODELED GRAVITY -    980,489.3   (mgal)                       NAVD 88
 DP8802
 DP8802  VERT ORDER      -  SECOND    CLASS I
 DP8802
 DP8802.The horizontal coordinates were determined by differentially corrected
 DP8802.hand held GPS observations or other comparable positioning techniques
 DP8802.and have an estimated accuracy of +/- 3 meters.
 DP8802
 DP8802.The orthometric height was determined by differential leveling and
 DP8802.adjusted by the NATIONAL GEODETIC SURVEY
 DP8802.in February 2017.
 DP8802
 DP8802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8802.GEOID18 height accuracy estimate available here.
 DP8802
 DP8802.Click photographs - Photos may exist for this station.
 DP8802
 DP8802.The dynamic height is computed by dividing the NAVD 88
 DP8802.geopotential number by the normal gravity value computed on the
 DP8802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8802.degrees latitude (g = 980.6199 gals.).
 DP8802
 DP8802.The modeled gravity was interpolated from observed gravity values.
 DP8802
 DP8802;                    North         East    Units  Estimated Accuracy
 DP8802;SPC WI C     -   151,928.7     703,836.8     MT  (+/- 3 meters HH1 GPS) 
 DP8802
 DP8802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6815305757(NAD 83)
 DP8802
 DP8802                          SUPERSEDED SURVEY CONTROL
 DP8802
 DP8802.No superseded survey control is available for this station.
 DP8802
 DP8802_MARKER: DD = SURVEY DISK
 DP8802_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8802_SP_SET: BRIDGE ABUTMENT
 DP8802_STAMPING: 6J36 2012
 DP8802_MARK LOGO: WIDT
 DP8802_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8802+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 DP8802
 DP8802  HISTORY     - Date     Condition        Report By
 DP8802  HISTORY     - 2012     MONUMENTED       WIDT
 DP8802  HISTORY     - 20140709 GOOD             WIDT
 DP8802  HISTORY     - 20160328 GOOD             DJHENK
 DP8802
 DP8802                          STATION DESCRIPTION
 DP8802
 DP8802'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8802'THE STATION IS APPROXIMATELY 10.0 MI (16.1 KM) NORTHWEST OF MOUNTAIN,
 DP8802'6.5 MI (10.5 KM) SOUTHEAST OF HOLLISTER AND 2.7 MI (4.3 KM)
 DP8802'EAST-NORTHEAST OF LANGLADE.
 DP8802'
 DP8802'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DP8802'HIGHWAY 55 IN THE COMMUNITY OF LANGLADE, GO EAST ON STATE HIGHWAY 64
 DP8802'FOR 1.5 MI (2.4 KM) TO FISH HATCHERY ROAD ON THE LEFT.  CONTINUE EAST
 DP8802'ON STATE HIGHWAY 64 FOR 1.2 MI (1.9 KM) TO A BRIDGE OVER THE SOUTH
 DP8802'BRANCH OF THE OCONTO RIVER AND THE STATION ON THE LEFT.
 DP8802'
 DP8802'THE STATION IS 6.1 M (20.0 FT) NORTH OF THE CENTERLINE OF STATE
 DP8802'HIGHWAY 64, 0.6 M (2.0 FT) EAST OF THE WEST END OF BRIDGE DECK, 0.3 M
 DP8802'(1.0 FT) NORTH OF A METAL GUARDRAIL AND 1.2 M (3.9 FT) EAST OF A WHITE
 DP8802'PLASTIC WITNESS POST.
 DP8802'
 DP8802'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DP8802'TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH EXTENDING
 DP8802'TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8802'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8802'IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE BRIDGE -B 34
 DP8802'24 97-, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DP8802
 DP8802                          STATION RECOVERY (2016)
 DP8802
 DP8802'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DP8802'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8803 ***********************************************************************
 DP8803  DESIGNATION -  6J37
 DP8803  PID         -  DP8803
 DP8803  STATE/COUNTY-  WI/LANGLADE
 DP8803  COUNTRY     -  US
 DP8803  USGS QUAD   -  LANGLADE (2018)
 DP8803
 DP8803                         *CURRENT SURVEY CONTROL
 DP8803  ______________________________________________________________________
 DP8803* NAD 83(1986) POSITION- 45 11 39.97   (N) 088 39 17.51   (W)   HD_HELD1
 DP8803* NAVD 88 ORTHO HEIGHT -   361.214 (meters)     1185.08  (feet) ADJUSTED
 DP8803  ______________________________________________________________________
 DP8803  GEOID HEIGHT    -        -35.455 (meters)                     GEOID18
 DP8803  DYNAMIC HEIGHT  -        361.173 (meters)     1184.95  (feet) COMP
 DP8803  MODELED GRAVITY -    980,492.8   (mgal)                       NAVD 88
 DP8803
 DP8803  VERT ORDER      -  SECOND    CLASS I
 DP8803
 DP8803.The horizontal coordinates were determined by differentially corrected
 DP8803.hand held GPS observations or other comparable positioning techniques
 DP8803.and have an estimated accuracy of +/- 3 meters.
 DP8803
 DP8803.The orthometric height was determined by differential leveling and
 DP8803.adjusted by the NATIONAL GEODETIC SURVEY
 DP8803.in February 2017.
 DP8803
 DP8803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8803.GEOID18 height accuracy estimate available here.
 DP8803
 DP8803.Click photographs - Photos may exist for this station.
 DP8803
 DP8803.The dynamic height is computed by dividing the NAVD 88
 DP8803.geopotential number by the normal gravity value computed on the
 DP8803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8803.degrees latitude (g = 980.6199 gals.).
 DP8803
 DP8803.The modeled gravity was interpolated from observed gravity values.
 DP8803
 DP8803;                    North         East    Units  Estimated Accuracy
 DP8803;SPC WI C     -   152,121.8     705,690.9     MT  (+/- 3 meters HH1 GPS) 
 DP8803
 DP8803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7001305882(NAD 83)
 DP8803
 DP8803                          SUPERSEDED SURVEY CONTROL
 DP8803
 DP8803.No superseded survey control is available for this station.
 DP8803
 DP8803_MARKER: DD = SURVEY DISK
 DP8803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8803_STAMPING: 6J37 2012
 DP8803_MARK LOGO: WIDT
 DP8803_PROJECTION: FLUSH
 DP8803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8803+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 DP8803
 DP8803  HISTORY     - Date     Condition        Report By
 DP8803  HISTORY     - 2012     MONUMENTED       WIDT
 DP8803  HISTORY     - 20140709 GOOD             WIDT
 DP8803  HISTORY     - 20160328 GOOD             DJHENK
 DP8803
 DP8803                          STATION DESCRIPTION
 DP8803
 DP8803'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8803'THE STATION IS APPROXIMATELY 8.9 MI (14.3 KM) WEST-NORTHWEST OF
 DP8803'MOUNTAIN, 7.6 MI (12.2 KM) SOUTHEAST OF HOLLISTER AND 3.8 MI (6.1 KM)
 DP8803'EAST OF LANGLADE.
 DP8803'
 DP8803'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8803'HIGHWAY T ABOUT 6 MI (9.7 KM) EAST-NORTHEAST OF THE COMMUNITY OF
 DP8803'LANGLADE, GO WEST ON STATE HIGHWAY 64 FOR 2.5 MI (4.0 KM) TO A FOREST
 DP8803'ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DP8803'
 DP8803'THE STATION IS 11.1 M (36.4 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8803'HIGHWAY 64, 8.2 M (26.9 FT) EAST OF THE CENTER OF AN UNNAMED FOREST
 DP8803'ROAD, 32.6 M (107.0 FT) SOUTHEAST OF A UTILITY JUNCTION BOX -1887 LP5-
 DP8803'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8803'WITNESS POSTS.
 DP8803'
 DP8803'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTH EXTENDING
 DP8803'TO 45 DEGREES AND A TREE LINE TO THE NORTH EXTENDING TO 35 DEGREES
 DP8803'ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8803'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8803'A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.3 M (1.0 FT)
 DP8803'LOWER THAN THE ROAD GRADE.
 DP8803
 DP8803                          STATION RECOVERY (2016)
 DP8803
 DP8803'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DP8803'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8810 ***********************************************************************
 DP8810  DESIGNATION -  6J38
 DP8810  PID         -  DP8810
 DP8810  STATE/COUNTY-  WI/OCONTO
 DP8810  COUNTRY     -  US
 DP8810  USGS QUAD   -  SHADOW LAKE (2018)
 DP8810
 DP8810                         *CURRENT SURVEY CONTROL
 DP8810  ______________________________________________________________________
 DP8810* NAD 83(1986) POSITION- 45 11 49.86   (N) 088 37 15.48   (W)   HD_HELD1
 DP8810* NAVD 88 ORTHO HEIGHT -   343.520 (meters)     1127.03  (feet) ADJUSTED
 DP8810  ______________________________________________________________________
 DP8810  GEOID HEIGHT    -        -35.499 (meters)                     GEOID18
 DP8810  DYNAMIC HEIGHT  -        343.480 (meters)     1126.90  (feet) COMP
 DP8810  MODELED GRAVITY -    980,492.4   (mgal)                       NAVD 88
 DP8810
 DP8810  VERT ORDER      -  SECOND    CLASS I
 DP8810
 DP8810.The horizontal coordinates were determined by differentially corrected
 DP8810.hand held GPS observations or other comparable positioning techniques
 DP8810.and have an estimated accuracy of +/- 3 meters.
 DP8810
 DP8810.The orthometric height was determined by differential leveling and
 DP8810.adjusted by the NATIONAL GEODETIC SURVEY
 DP8810.in February 2017.
 DP8810
 DP8810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8810.GEOID18 height accuracy estimate available here.
 DP8810
 DP8810.Click photographs - Photos may exist for this station.
 DP8810
 DP8810.The dynamic height is computed by dividing the NAVD 88
 DP8810.geopotential number by the normal gravity value computed on the
 DP8810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8810.degrees latitude (g = 980.6199 gals.).
 DP8810
 DP8810.The modeled gravity was interpolated from observed gravity values.
 DP8810
 DP8810;                    North         East    Units  Estimated Accuracy
 DP8810;SPC WI C     -   152,471.7     708,348.9     MT  (+/- 3 meters HH1 GPS) 
 DP8810
 DP8810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7268206133(NAD 83)
 DP8810
 DP8810                          SUPERSEDED SURVEY CONTROL
 DP8810
 DP8810.No superseded survey control is available for this station.
 DP8810
 DP8810_MARKER: DD = SURVEY DISK
 DP8810_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8810_SP_SET: BRIDGE ABUTMENT
 DP8810_STAMPING: 6J38 2012
 DP8810_MARK LOGO: WIDT
 DP8810_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8810+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 DP8810
 DP8810  HISTORY     - Date     Condition        Report By
 DP8810  HISTORY     - 2012     MONUMENTED       WIDT
 DP8810  HISTORY     - 20140709 GOOD             WIDT
 DP8810  HISTORY     - 20160328 GOOD             DJHENK
 DP8810
 DP8810                          STATION DESCRIPTION
 DP8810
 DP8810'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8810'THE STATION IS APPROXIMATELY 8.9 MI (14.3 KM) SOUTHEAST OF HOLLISTER,
 DP8810'7.3 MI (11.7 KM) WEST-NORTHWEST OF MOUNTAIN AND 5.4 MI (8.7 KM)
 DP8810'EAST-NORTHEAST OF LANGLADE.
 DP8810'
 DP8810'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8810'HIGHWAY T ABOUT 6.2 MI (10.0 KM) EAST-NORTHEAST OF THE COMMUNITY OF
 DP8810'LANGLADE, GO SOUTHWEST ON STATE HIGHWAY 64 FOR 0.8 MI (1.3 KM) TO A
 DP8810'BRIDGE OVER HILL POND CREEK AND THE STATION ON THE RIGHT.
 DP8810'
 DP8810'THE STATION IS 6.0 M (19.7 FT) NORTHWEST OF THE CENTERLINE STATE
 DP8810'HIGHWAY 64, 1.0 M (3.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DP8810'ABUTMENT, 0.2 M (0.7 FT) NORTHWEST OF A METAL GUARDRAIL AND 1.6 M (5.2
 DP8810'FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DP8810'
 DP8810'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8810'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH
 DP8810'EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH
 DP8810'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8810'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8810'DISK SET IN A DRILL HOLE IN THE TOP OF THE NORTH END OF THE WEST
 DP8810'ABUTMENT OF THE BRIDGE -B-42-80-, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DP8810
 DP8810                          STATION RECOVERY (2016)
 DP8810
 DP8810'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DP8810'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8805 ***********************************************************************
 DP8805  DESIGNATION -  6J39
 DP8805  PID         -  DP8805
 DP8805  STATE/COUNTY-  WI/OCONTO
 DP8805  COUNTRY     -  US
 DP8805  USGS QUAD   -  SHADOW LAKE (2018)
 DP8805
 DP8805                         *CURRENT SURVEY CONTROL
 DP8805  ______________________________________________________________________
 DP8805* NAD 83(1986) POSITION- 45 13 10.94   (N) 088 36 24.31   (W)   HD_HELD1
 DP8805* NAVD 88 ORTHO HEIGHT -   369.121 (meters)     1211.02  (feet) ADJUSTED
 DP8805  ______________________________________________________________________
 DP8805  GEOID HEIGHT    -        -35.451 (meters)                     GEOID18
 DP8805  DYNAMIC HEIGHT  -        369.078 (meters)     1210.88  (feet) COMP
 DP8805  MODELED GRAVITY -    980,489.0   (mgal)                       NAVD 88
 DP8805
 DP8805  VERT ORDER      -  SECOND    CLASS I
 DP8805
 DP8805.The horizontal coordinates were determined by differentially corrected
 DP8805.hand held GPS observations or other comparable positioning techniques
 DP8805.and have an estimated accuracy of +/- 3 meters.
 DP8805
 DP8805.The orthometric height was determined by differential leveling and
 DP8805.adjusted by the NATIONAL GEODETIC SURVEY
 DP8805.in February 2017.
 DP8805
 DP8805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8805.GEOID18 height accuracy estimate available here.
 DP8805
 DP8805.Click photographs - Photos may exist for this station.
 DP8805
 DP8805.The dynamic height is computed by dividing the NAVD 88
 DP8805.geopotential number by the normal gravity value computed on the
 DP8805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8805.degrees latitude (g = 980.6199 gals.).
 DP8805
 DP8805.The modeled gravity was interpolated from observed gravity values.
 DP8805
 DP8805;                    North         East    Units  Estimated Accuracy
 DP8805;SPC WI C     -   154,993.3     709,422.6     MT  (+/- 3 meters HH1 GPS) 
 DP8805
 DP8805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7384808613(NAD 83)
 DP8805
 DP8805                          SUPERSEDED SURVEY CONTROL
 DP8805
 DP8805.No superseded survey control is available for this station.
 DP8805
 DP8805_MARKER: DD = SURVEY DISK
 DP8805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8805_STAMPING: 6J39 2012
 DP8805_MARK LOGO: WIDT
 DP8805_PROJECTION: FLUSH
 DP8805_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8805+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 DP8805
 DP8805  HISTORY     - Date     Condition        Report By
 DP8805  HISTORY     - 2012     MONUMENTED       WIDT
 DP8805  HISTORY     - 20140811 GOOD             WIDT
 DP8805  HISTORY     - 20160328 GOOD             DJHENK
 DP8805
 DP8805                          STATION DESCRIPTION
 DP8805
 DP8805'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8805'THE STATION IS APPROXIMATELY 7.0 MI (11.3 KM) SOUTHWEST OF LAKEWOOD,
 DP8805'7.0 MI (11.3 KM) WEST-NORTHWEST OF MOUNTAIN AND 6.5 MI (10.5 KM)
 DP8805'EAST-NORTHEAST OF LANGLADE.
 DP8805'
 DP8805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8805'HIGHWAY T ABOUT 6.6 MI (10.6 KM) WEST-NORTHWEST OF THE COMMUNITY OF
 DP8805'MOUNTAIN, GO NORTH ON COUNTY HIGHWAY T FOR 1.2 MI (1.9 KM) TO STAR
 DP8805'LAKE ROAD ON THE RIGHT AND THE STATION AHEAD ON THE RIGHT.
 DP8805'
 DP8805'THE CONTINUOUSLY OPERATING REFERENCE STATION IS LOCATED AT THE TOWN OF
 DP8805'DOTY COLD STORAGE BUILDING AND IS 20.1 M (65.9 FT) EAST OF THE
 DP8805'CENTERLINE OF COUNTY HIGHWAY T, 27.0 M (88.6 FT) SOUTH OF THE SOUTH
 DP8805'EDGE OF AN ASPHALT PARKING LOT AND 12.1 M (39.7 FT) NORTHWEST OF THE
 DP8805'SOUTHWEST CORNER OF A WHITE STEEL POLE BUILDING.
 DP8805'
 DP8805'NOTE-THIS STATION IS THE BASE MARK FOR A CONTINUOUSLY OPERATING
 DP8805'REFERENCE STATION AND IS NOT SUITABLE FOR GPS OBSERVATIONS.  THE
 DP8805'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP8805'SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF THE
 DP8805'SOUTHWEST SIDE OF THE 36 INCH (91 CM) DIAMETER, 12 FT (3.7 M) DEEP
 DP8805'CONCRETE FOUNDATION FOR A CONTINUOUSLY OPERATING REFERENCE STATION.
 DP8805
 DP8805                          STATION RECOVERY (2016)
 DP8805
 DP8805'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DP8805'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8806 ***********************************************************************
 DP8806  DESIGNATION -  6J40
 DP8806  PID         -  DP8806
 DP8806  STATE/COUNTY-  WI/OCONTO
 DP8806  COUNTRY     -  US
 DP8806  USGS QUAD   -  SHADOW LAKE (2018)
 DP8806
 DP8806                         *CURRENT SURVEY CONTROL
 DP8806  ______________________________________________________________________
 DP8806* NAD 83(1986) POSITION- 45 12 06.52   (N) 088 35 12.99   (W)   HD_HELD1
 DP8806* NAVD 88 ORTHO HEIGHT -   361.165 (meters)     1184.92  (feet) ADJUSTED
 DP8806  ______________________________________________________________________
 DP8806  GEOID HEIGHT    -        -35.534 (meters)                     GEOID18
 DP8806  DYNAMIC HEIGHT  -        361.123 (meters)     1184.78  (feet) COMP
 DP8806  MODELED GRAVITY -    980,490.9   (mgal)                       NAVD 88
 DP8806
 DP8806  VERT ORDER      -  SECOND    CLASS I
 DP8806
 DP8806.The horizontal coordinates were determined by differentially corrected
 DP8806.hand held GPS observations or other comparable positioning techniques
 DP8806.and have an estimated accuracy of +/- 3 meters.
 DP8806
 DP8806.The orthometric height was determined by differential leveling and
 DP8806.adjusted by the NATIONAL GEODETIC SURVEY
 DP8806.in February 2017.
 DP8806
 DP8806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8806.GEOID18 height accuracy estimate available here.
 DP8806
 DP8806.Click photographs - Photos may exist for this station.
 DP8806
 DP8806.The dynamic height is computed by dividing the NAVD 88
 DP8806.geopotential number by the normal gravity value computed on the
 DP8806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8806.degrees latitude (g = 980.6199 gals.).
 DP8806
 DP8806.The modeled gravity was interpolated from observed gravity values.
 DP8806
 DP8806;                    North         East    Units  Estimated Accuracy
 DP8806;SPC WI C     -   153,031.9     711,013.0     MT  (+/- 3 meters HH1 GPS) 
 DP8806
 DP8806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7536406594(NAD 83)
 DP8806
 DP8806                          SUPERSEDED SURVEY CONTROL
 DP8806
 DP8806.No superseded survey control is available for this station.
 DP8806
 DP8806_MARKER: DD = SURVEY DISK
 DP8806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8806_STAMPING: 6J40 2012
 DP8806_MARK LOGO: WIDT
 DP8806_PROJECTION: FLUSH
 DP8806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8806+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 DP8806
 DP8806  HISTORY     - Date     Condition        Report By
 DP8806  HISTORY     - 2012     MONUMENTED       WIDT
 DP8806  HISTORY     - 20140710 GOOD             WIDT
 DP8806  HISTORY     - 20160328 GOOD             DJHENK
 DP8806
 DP8806                          STATION DESCRIPTION
 DP8806
 DP8806'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8806'THE STATION IS APPROXIMATELY 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF
 DP8806'LAKEWOOD, 7.2 MI (11.6 KM) EAST-NORTHEAST OF LANGLADE AND 5.7 MI (9.2
 DP8806'KM) WEST-NORTHWEST OF MOUNTAIN.
 DP8806'
 DP8806'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DP8806'HIGHWAY 64 ABOUT 2.1 MI (3.4 KM) NORTHWEST OF THE COMMUNITY OF
 DP8806'MOUNTAIN, GO WEST ON STATE HIGHWAY 64 FOR 4.0 MI (6.4 KM) TO BLUE
 DP8806'SPRUCE ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DP8806'
 DP8806'THE STATION IS 35.6 M (116.8 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8806'HIGHWAY 64, 8.2 M (26.9 FT) WEST OF THE CENTERLINE OF BLUE SPRUCE
 DP8806'ROAD, 25.3 M (83.0 FT) SOUTHWEST OF A -STOP- SIGN, 21.1 M (69.2 FT)
 DP8806'SOUTH OF A -BLUE SPRUCE/ATV ROUTE- SIGN AND LOCATED IN THE CENTER OF A
 DP8806'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8806'
 DP8806'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8806'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8806'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8806'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8806'1.0 M (3.3 FT) HIGHER THAN THE HIGHWAY GRADE.
 DP8806
 DP8806                          STATION RECOVERY (2016)
 DP8806
 DP8806'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DP8806'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8807 ***********************************************************************
 DP8807  DESIGNATION -  6J41
 DP8807  PID         -  DP8807
 DP8807  STATE/COUNTY-  WI/OCONTO
 DP8807  COUNTRY     -  US
 DP8807  USGS QUAD   -  SHADOW LAKE (2018)
 DP8807
 DP8807                         *CURRENT SURVEY CONTROL
 DP8807  ______________________________________________________________________
 DP8807* NAD 83(1986) POSITION- 45 12 07.65   (N) 088 32 55.28   (W)   HD_HELD1
 DP8807* NAVD 88 ORTHO HEIGHT -   343.695 (meters)     1127.61  (feet) ADJUSTED
 DP8807  ______________________________________________________________________
 DP8807  GEOID HEIGHT    -        -35.584 (meters)                     GEOID18
 DP8807  DYNAMIC HEIGHT  -        343.656 (meters)     1127.48  (feet) COMP
 DP8807  MODELED GRAVITY -    980,493.5   (mgal)                       NAVD 88
 DP8807
 DP8807  VERT ORDER      -  SECOND    CLASS I
 DP8807
 DP8807.The horizontal coordinates were determined by differentially corrected
 DP8807.hand held GPS observations or other comparable positioning techniques
 DP8807.and have an estimated accuracy of +/- 3 meters.
 DP8807
 DP8807.The orthometric height was determined by differential leveling and
 DP8807.adjusted by the NATIONAL GEODETIC SURVEY
 DP8807.in February 2017.
 DP8807
 DP8807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8807.GEOID18 height accuracy estimate available here.
 DP8807
 DP8807.Click photographs - Photos may exist for this station.
 DP8807
 DP8807.The dynamic height is computed by dividing the NAVD 88
 DP8807.geopotential number by the normal gravity value computed on the
 DP8807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8807.degrees latitude (g = 980.6199 gals.).
 DP8807
 DP8807.The modeled gravity was interpolated from observed gravity values.
 DP8807
 DP8807;                    North         East    Units  Estimated Accuracy
 DP8807;SPC WI C     -   153,119.8     714,017.3     MT  (+/- 3 meters HH1 GPS) 
 DP8807
 DP8807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7836906570(NAD 83)
 DP8807
 DP8807                          SUPERSEDED SURVEY CONTROL
 DP8807
 DP8807.No superseded survey control is available for this station.
 DP8807
 DP8807_MARKER: DD = SURVEY DISK
 DP8807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8807_STAMPING: 6J41 2012
 DP8807_MARK LOGO: WIDT
 DP8807_PROJECTION: FLUSH
 DP8807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8807+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2014
 DP8807
 DP8807  HISTORY     - Date     Condition        Report By
 DP8807  HISTORY     - 2012     MONUMENTED       WIDT
 DP8807  HISTORY     - 20140711 GOOD             WIDT
 DP8807
 DP8807                          STATION DESCRIPTION
 DP8807
 DP8807'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8807'THE STATION IS APPROXIMATELY 9.0 MI (14.5 KM) EAST-NORTHEAST OF
 DP8807'LANGLADE, 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF LAKEWOOD AND 3.9 MI (6.3
 DP8807'KM) WEST-NORTHWEST OF MOUNTAIN.
 DP8807'
 DP8807'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DP8807'HIGHWAY 64 LOCATED 2.1 MI (3.4 KM) NORTHWEST OF THE COMMUNITY OF
 DP8807'MOUNTAIN, GO WEST ON STATE HIGHWAY 64 FOR 2.1 MI (3.4 KM) TO MOUNTAIN
 DP8807'LAKE ROAD AND THE STATION ON THE LEFT.
 DP8807'
 DP8807'THE STATION IS 10.2 M (33.5 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8807'HIGHWAY 64, 12.6 M (41.3 FT) EAST OF THE CENTERLINE OF MOUNTAIN LAKE
 DP8807'ROAD, 28.4 M (93.2 FT) SOUTH-SOUTHWEST OF A UTILITY JUNCTION BOX
 DP8807'-1213-, 10.4 M (34.1 FT) EAST-NORTHEAST OF THE EAST END A 24 INCH (61
 DP8807'CM) METAL CULVERT PIPE UNDER MOUNTAIN LAKE ROAD AND LOCATED IN THE
 DP8807'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8807'
 DP8807'NOTE-THIS STATION IS OBSTRUCTED BY A CLOSE TREE LINE TO THE SOUTH
 DP8807'EXTENDING TO 70 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH
 DP8807'EXTENDING TO 55 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8807'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8807'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8807'APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8808 ***********************************************************************
 DP8808  DESIGNATION -  6J42
 DP8808  PID         -  DP8808
 DP8808  STATE/COUNTY-  WI/OCONTO
 DP8808  COUNTRY     -  US
 DP8808  USGS QUAD   -  SHADOW LAKE (2018)
 DP8808
 DP8808                         *CURRENT SURVEY CONTROL
 DP8808  ______________________________________________________________________
 DP8808* NAD 83(1986) POSITION- 45 12 14.64   (N) 088 31 06.81   (W)   HD_HELD1
 DP8808* NAVD 88 ORTHO HEIGHT -   325.140 (meters)     1066.73  (feet) ADJUSTED
 DP8808  ______________________________________________________________________
 DP8808  GEOID HEIGHT    -        -35.614 (meters)                     GEOID18
 DP8808  DYNAMIC HEIGHT  -        325.104 (meters)     1066.61  (feet) COMP
 DP8808  MODELED GRAVITY -    980,495.5   (mgal)                       NAVD 88
 DP8808
 DP8808  VERT ORDER      -  SECOND    CLASS I
 DP8808
 DP8808.The horizontal coordinates were determined by differentially corrected
 DP8808.hand held GPS observations or other comparable positioning techniques
 DP8808.and have an estimated accuracy of +/- 3 meters.
 DP8808
 DP8808.The orthometric height was determined by differential leveling and
 DP8808.adjusted by the NATIONAL GEODETIC SURVEY
 DP8808.in February 2017.
 DP8808
 DP8808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8808.GEOID18 height accuracy estimate available here.
 DP8808
 DP8808.Click photographs - Photos may exist for this station.
 DP8808
 DP8808.The dynamic height is computed by dividing the NAVD 88
 DP8808.geopotential number by the normal gravity value computed on the
 DP8808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8808.degrees latitude (g = 980.6199 gals.).
 DP8808
 DP8808.The modeled gravity was interpolated from observed gravity values.
 DP8808
 DP8808;                    North         East    Units  Estimated Accuracy
 DP8808;SPC WI C     -   153,378.3     716,380.2     MT  (+/- 3 meters HH1 GPS) 
 DP8808
 DP8808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8074006741(NAD 83)
 DP8808
 DP8808                          SUPERSEDED SURVEY CONTROL
 DP8808
 DP8808.No superseded survey control is available for this station.
 DP8808
 DP8808_MARKER: DD = SURVEY DISK
 DP8808_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8808_SP_SET: BRIDGE ABUTMENT
 DP8808_STAMPING: 6J42 2012
 DP8808_MARK LOGO: WIDT
 DP8808_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8808+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2014
 DP8808
 DP8808  HISTORY     - Date     Condition        Report By
 DP8808  HISTORY     - 2012     MONUMENTED       WIDT
 DP8808  HISTORY     - 20140711 GOOD             WIDT
 DP8808
 DP8808                          STATION DESCRIPTION
 DP8808
 DP8808'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8808'THE STATION IS APPROXIMATELY 10.5 MI (16.9 KM) EAST OF LANGLADE, 6.7
 DP8808'MI (10.8 KM) SOUTH OF LAKEWOOD AND 2.5 MI (4.0 KM) NORTHWEST OF
 DP8808'MOUNTAIN.
 DP8808'
 DP8808'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DP8808'HIGHWAY 32 ABOUT 2 MI (3.2 KM) NORTHWEST OF THE COMMUNITY OF MOUNTAIN,
 DP8808'GO WEST ON STATE HIGHWAY 64 FOR 0.7 MI (1.1 KM) TO A BRIDGE OVER THE
 DP8808'SOUTH BRANCH OF THE OCONTO RIVER AND THE STATION ON THE RIGHT.
 DP8808'
 DP8808'THE STATION IS 5.9 M (19.4 FT) NORTH OF THE CENTERLINE OF STATE
 DP8808'HIGHWAY 64, 0.9 M (3.0 FT) EAST OF THE WEST END OF THE ABUTMENT, 0.2 M
 DP8808'(0.7 FT) NORTH OF A METAL GUARDRAIL AND 1.6 M (5.2 FT) EAST OF A WHITE
 DP8808'PLASTIC WITNESS POST.
 DP8808'
 DP8808'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8808'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING
 DP8808'TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8808'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8808'IN A DRILL HOLE IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF
 DP8808'THE BRIDGE -B-42-86-, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8671 ***********************************************************************
 DP8671  DESIGNATION -  6K05
 DP8671  PID         -  DP8671
 DP8671  STATE/COUNTY-  WI/OCONTO
 DP8671  COUNTRY     -  US
 DP8671  USGS QUAD   -  MOUNTAIN (2018)
 DP8671
 DP8671                         *CURRENT SURVEY CONTROL
 DP8671  ______________________________________________________________________
 DP8671* NAD 83(1986) POSITION- 45 07 39.14   (N) 088 25 14.35   (W)   HD_HELD1
 DP8671* NAVD 88 ORTHO HEIGHT -   263.207 (meters)      863.54  (feet) ADJUSTED
 DP8671  ______________________________________________________________________
 DP8671  GEOID HEIGHT    -        -35.872 (meters)                     GEOID18
 DP8671  DYNAMIC HEIGHT  -        263.182 (meters)      863.46  (feet) COMP
 DP8671  MODELED GRAVITY -    980,513.3   (mgal)                       NAVD 88
 DP8671
 DP8671  VERT ORDER      -  SECOND    CLASS I
 DP8671
 DP8671.The horizontal coordinates were determined by differentially corrected
 DP8671.hand held GPS observations or other comparable positioning techniques
 DP8671.and have an estimated accuracy of +/- 3 meters.
 DP8671
 DP8671.The orthometric height was determined by differential leveling and
 DP8671.adjusted by the NATIONAL GEODETIC SURVEY
 DP8671.in February 2017.
 DP8671
 DP8671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8671.GEOID18 height accuracy estimate available here.
 DP8671
 DP8671.Click photographs - Photos may exist for this station.
 DP8671
 DP8671.The dynamic height is computed by dividing the NAVD 88
 DP8671.geopotential number by the normal gravity value computed on the
 DP8671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8671.degrees latitude (g = 980.6199 gals.).
 DP8671
 DP8671.The modeled gravity was interpolated from observed gravity values.
 DP8671
 DP8671;                    North         East    Units  Estimated Accuracy
 DP8671;SPC WI C     -   145,020.3     724,236.0     MT  (+/- 3 meters HH1 GPS) 
 DP8671
 DP8671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8827998100(NAD 83)
 DP8671
 DP8671                          SUPERSEDED SURVEY CONTROL
 DP8671
 DP8671.No superseded survey control is available for this station.
 DP8671
 DP8671_MARKER: DD = SURVEY DISK
 DP8671_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP8671_SP_SET: BRIDGE PARAPET WALL
 DP8671_STAMPING: 6K05 2007
 DP8671_MARK LOGO: WIDT
 DP8671_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8671+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2014
 DP8671
 DP8671  HISTORY     - Date     Condition        Report By
 DP8671  HISTORY     - 2007     MONUMENTED       WIDT
 DP8671  HISTORY     - 20141006 GOOD             WIDT
 DP8671
 DP8671                          STATION DESCRIPTION
 DP8671
 DP8671'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8671'THE STATION IS APPROXIMATELY 19.0 MI (30.6 KM) WEST-NORTHWEST OF
 DP8671'POUND, 4.7 MI (7.6 KM) SOUTHEAST OF MOUNTAIN, AND 3.8 MI (6.1 KM)
 DP8671'NORTH OF BREED.
 DP8671'
 DP8671'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DP8671'HIGHWAY 64 EAST ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF THE COMMUNITY OF
 DP8671'MOUNTAIN, GO SOUTHEAST ON STATE HIGHWAY 32 FOR 0.3 MI (0.5 KM) TO A
 DP8671'BRIDGE OVER THE NORTH BRANCH OF THE OCONTO RIVER AND THE STATION ON
 DP8671'THE LEFT.
 DP8671'
 DP8671'THE STATION IS 6.4 M (21.0 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8671'HIGHWAY 32, 6.0 M (19.7 FT) SOUTHEAST OF A POWER POLE -3117 31E69-,
 DP8671'1.8 M (5.9 FT) SOUTHEAST OF THE NORTHWEST END OF THE PARAPET WALL, AND
 DP8671'0.7 M (2.3 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DP8671'
 DP8671'NOTE-THIS STATION IS OBSTRUCTED BY PINE TREES TO THE NORTH EXTENDING
 DP8671'TO 45 DEGREES AND A TREE LINE TO THE SOUTH EXTENDING TO 35 DEGREES
 DP8671'ABOVE THE HORIZON.THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8671'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL
 DP8671'HOLE IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST PARAPET WALL OF
 DP8671'THE BRIDGE -B 42 24 83-, APPROXIMATELY 1.0 M (3.3 FT) HIGHER THAN THE
 DP8671'ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8592 ***********************************************************************
 DP8592  DESIGNATION -  6K06
 DP8592  PID         -  DP8592
 DP8592  STATE/COUNTY-  WI/OCONTO
 DP8592  COUNTRY     -  US
 DP8592  USGS QUAD   -  MOUNTAIN (2018)
 DP8592
 DP8592                         *CURRENT SURVEY CONTROL
 DP8592  ______________________________________________________________________
 DP8592* NAD 83(1986) POSITION- 45 07 47.71   (N) 088 25 39.70   (W)   HD_HELD1
 DP8592* NAVD 88 ORTHO HEIGHT -   266.233 (meters)      873.47  (feet) ADJUSTED
 DP8592  ______________________________________________________________________
 DP8592  GEOID HEIGHT    -        -35.864 (meters)                     GEOID18
 DP8592  DYNAMIC HEIGHT  -        266.207 (meters)      873.38  (feet) COMP
 DP8592  MODELED GRAVITY -    980,512.6   (mgal)                       NAVD 88
 DP8592
 DP8592  VERT ORDER      -  SECOND    CLASS I
 DP8592
 DP8592.The horizontal coordinates were determined by differentially corrected
 DP8592.hand held GPS observations or other comparable positioning techniques
 DP8592.and have an estimated accuracy of +/- 3 meters.
 DP8592
 DP8592.The orthometric height was determined by differential leveling and
 DP8592.adjusted by the NATIONAL GEODETIC SURVEY
 DP8592.in February 2017.
 DP8592
 DP8592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8592.GEOID18 height accuracy estimate available here.
 DP8592
 DP8592.Click photographs - Photos may exist for this station.
 DP8592
 DP8592.The dynamic height is computed by dividing the NAVD 88
 DP8592.geopotential number by the normal gravity value computed on the
 DP8592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8592.degrees latitude (g = 980.6199 gals.).
 DP8592
 DP8592.The modeled gravity was interpolated from observed gravity values.
 DP8592
 DP8592;                    North         East    Units  Estimated Accuracy
 DP8592;SPC WI C     -   145,274.1     723,677.0     MT  (+/- 3 meters HH1 GPS) 
 DP8592
 DP8592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8773098374(NAD 83)
 DP8592
 DP8592                          SUPERSEDED SURVEY CONTROL
 DP8592
 DP8592.No superseded survey control is available for this station.
 DP8592
 DP8592_MARKER: DD = SURVEY DISK
 DP8592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8592_STAMPING: 6K06 2012
 DP8592_MARK LOGO: WIDT
 DP8592_PROJECTION: FLUSH
 DP8592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8592+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2014
 DP8592
 DP8592  HISTORY     - Date     Condition        Report By
 DP8592  HISTORY     - 2012     MONUMENTED       WIDT
 DP8592  HISTORY     - 20141006 GOOD             WIDT
 DP8592
 DP8592                          STATION DESCRIPTION
 DP8592
 DP8592'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8592'THE STATION IS APPROXIMATELY 19.3 MI (31.1 KM) WEST-NORTHWEST OF
 DP8592'POUND, 4.4 MI (7.1 KM) SOUTHEAST OF MOUNTAIN AND 3.9 MI (6.3 KM) NORTH
 DP8592'OF BREED.
 DP8592'
 DP8592'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DP8592'HIGHWAY 64 EAST ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF THE COMMUNITY OF
 DP8592'MOUNTAIN, GO NORTHWEST ON STATE HIGHWAY 32 FOR 0.15 MI (0.2 KM) TO
 DP8592'CRESCENT DRIVE ON THE LEFT AND THE STATION ON THE LEFT.
 DP8592'
 DP8592'THE STATION IS 20.3 M (66.6 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DP8592'HIGHWAY 32, 13.7 M (44.9 FT) NORTHWEST OF THE CENTERLINE OF CRESCENT
 DP8592'DRIVE, 40.2 M (131.9 FT) EAST OF A STEEL RIGHT-OF-WAY POST, 35.2 M
 DP8592'(115.5 FT) NORTH-NORTHWEST OF A POWER POLE -3117 31W20- AND LOCATED IN
 DP8592'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8592'
 DP8592'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8592'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH
 DP8592'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8592'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8592'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8592'APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8291 ***********************************************************************
 DP8291  DESIGNATION -  6K07
 DP8291  PID         -  DP8291
 DP8291  STATE/COUNTY-  WI/OCONTO
 DP8291  COUNTRY     -  US
 DP8291  USGS QUAD   -  MOUNTAIN (2018)
 DP8291
 DP8291                         *CURRENT SURVEY CONTROL
 DP8291  ______________________________________________________________________
 DP8291* NAD 83(1986) POSITION- 45 11 07.0    (N) 088 28 25.8    (W)   HD_HELD2
 DP8291* NAVD 88 ORTHO HEIGHT -   296.700 (meters)      973.42  (feet) ADJUSTED
 DP8291  ______________________________________________________________________
 DP8291  GEOID HEIGHT    -        -35.712 (meters)                     GEOID18
 DP8291  DYNAMIC HEIGHT  -        296.669 (meters)      973.32  (feet) COMP
 DP8291  MODELED GRAVITY -    980,503.9   (mgal)                       NAVD 88
 DP8291
 DP8291  VERT ORDER      -  SECOND    CLASS I
 DP8291
 DP8291.The horizontal coordinates were established by autonomous hand held GPS
 DP8291.observations and have an estimated accuracy of +/- 10 meters.
 DP8291
 DP8291.The orthometric height was determined by differential leveling and
 DP8291.adjusted by the NATIONAL GEODETIC SURVEY
 DP8291.in February 2017.
 DP8291
 DP8291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8291.GEOID18 height accuracy estimate available here.
 DP8291
 DP8291.Click photographs - Photos may exist for this station.
 DP8291
 DP8291.The dynamic height is computed by dividing the NAVD 88
 DP8291.geopotential number by the normal gravity value computed on the
 DP8291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8291.degrees latitude (g = 980.6199 gals.).
 DP8291
 DP8291.The modeled gravity was interpolated from observed gravity values.
 DP8291
 DP8291;                    North         East    Units  Estimated Accuracy
 DP8291;SPC WI C     -   151,356.      719,933.      MT  (+/- 10 meters HH2 GPS)
 DP8291
 DP8291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8421404589(NAD 83)
 DP8291
 DP8291                          SUPERSEDED SURVEY CONTROL
 DP8291
 DP8291.No superseded survey control is available for this station.
 DP8291
 DP8291_MARKER: DD = SURVEY DISK
 DP8291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8291_STAMPING: 6K07 2012
 DP8291_MARK LOGO: WIDT
 DP8291_PROJECTION: FLUSH
 DP8291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8291+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2014
 DP8291
 DP8291  HISTORY     - Date     Condition        Report By
 DP8291  HISTORY     - 2012     MONUMENTED       WIDT
 DP8291  HISTORY     - 20140911 GOOD             WIDT
 DP8291
 DP8291                          STATION DESCRIPTION
 DP8291
 DP8291'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8291'HE STATION IN LOCATED IN MOUNTAIN, APPROXIMATELY 8 MI (12.9 KM)
 DP8291'SOUTH-SOUTHWEST OF LAKEWOOD AND 8 MI (12.9 KM) NORTH-NORTHEAST OF
 DP8291'BREED.  THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 32 AND
 DP8291'STATE HIGHWAY 64 WITH COUNTY HIGHWAY WEST IN THE COMMUNITY OF
 DP8291'MOUNTAIN.
 DP8291'
 DP8291'THE STATION IS 17.2 M (56.4 FT) NORTHEAST OF THE CENTERLINE STATE
 DP8291'HIGHWAY 32 AND STATE HIGHWAY 64, 55.6 M (182.4 FT) NORTHWEST OF THE
 DP8291'CENTERLINE OF COUNTY HIGHWAY WEST, 25 M (82.0 FT) SOUTHEAST OF THE
 DP8291'CENTER OF A RECREATION TRAIL, 18.8 M (61.7 FT) SOUTHWEST OF THE
 DP8291'CENTERLINE OF OLD 32 ROAD, 15.1 M (49.5 FT) SOUTHEAST OF A -WELCOME TO
 DP8291'MOUNTAIN- SIGN AND 0.5 M (1.6 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DP8291'POST.
 DP8291'
 DP8291'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8291'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8291'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8291'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8812 ***********************************************************************
 DP8812  DESIGNATION -  6K08
 DP8812  PID         -  DP8812
 DP8812  STATE/COUNTY-  WI/OCONTO
 DP8812  COUNTRY     -  US
 DP8812  USGS QUAD   -  MOUNTAIN (2018)
 DP8812
 DP8812                         *CURRENT SURVEY CONTROL
 DP8812  ______________________________________________________________________
 DP8812* NAD 83(1986) POSITION- 45 11 44.9    (N) 088 29 32.8    (W)   HD_HELD2
 DP8812* NAVD 88 ORTHO HEIGHT -   317.564 (meters)     1041.87  (feet) ADJUSTED
 DP8812  ______________________________________________________________________
 DP8812  GEOID HEIGHT    -        -35.667 (meters)                     GEOID18
 DP8812  DYNAMIC HEIGHT  -        317.530 (meters)     1041.76  (feet) COMP
 DP8812  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 DP8812
 DP8812  VERT ORDER      -  SECOND    CLASS I
 DP8812
 DP8812.The horizontal coordinates were established by autonomous hand held GPS
 DP8812.observations and have an estimated accuracy of +/- 10 meters.
 DP8812
 DP8812.The orthometric height was determined by differential leveling and
 DP8812.adjusted by the NATIONAL GEODETIC SURVEY
 DP8812.in February 2017.
 DP8812
 DP8812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8812.GEOID18 height accuracy estimate available here.
 DP8812
 DP8812.Click photographs - Photos may exist for this station.
 DP8812
 DP8812.The dynamic height is computed by dividing the NAVD 88
 DP8812.geopotential number by the normal gravity value computed on the
 DP8812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8812.degrees latitude (g = 980.6199 gals.).
 DP8812
 DP8812.The modeled gravity was interpolated from observed gravity values.
 DP8812
 DP8812;                    North         East    Units  Estimated Accuracy
 DP8812;SPC WI C     -   152,498.      718,448.      MT  (+/- 10 meters HH2 GPS)
 DP8812
 DP8812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8277305785(NAD 83)
 DP8812
 DP8812                          SUPERSEDED SURVEY CONTROL
 DP8812
 DP8812.No superseded survey control is available for this station.
 DP8812
 DP8812_MARKER: DD = SURVEY DISK
 DP8812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8812_STAMPING: 6K08 2012
 DP8812_MARK LOGO: WIDT
 DP8812_PROJECTION: FLUSH
 DP8812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8812+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2014
 DP8812
 DP8812  HISTORY     - Date     Condition        Report By
 DP8812  HISTORY     - 2012     MONUMENTED       WIDT
 DP8812  HISTORY     - 20140911 GOOD             WIDT
 DP8812
 DP8812                          STATION DESCRIPTION
 DP8812
 DP8812'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8812'THE STATION IS APPROXIMATELY 11.7 MI (18.8 KM) EAST OF LANGLADE, 7.4
 DP8812'MI (11.9 KM) SOUTH-SOUTHEAST OF LAKEWOOD AND 1.2 MI (1.9 KM) NORTHWEST
 DP8812'OF MOUNTAIN.
 DP8812'
 DP8812'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8812'HIGHWAY WEST IN THE COMMUNITY OF MOUNTAIN, GO NORTHWEST ON STATE
 DP8812'HIGHWAY 32 FOR 0.8 MI (1.3 KM) TO FOREST SERVICE ROAD 2067 ON THE
 DP8812'LEFT.  CONTINUE NORTHWEST ON STATE HIGHWAY 32 FOR 0.4 MI (0.6 KM) TO
 DP8812'THE STATION ON THE LEFT.
 DP8812'
 DP8812'THE STATION IS 16.8 M (55.1 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DP8812'HIGHWAY 32, 55.8 M (183.1 FT) SOUTHEAST OF THE NORTHEAST LEG OF A
 DP8812'BILLBOARD, 18.2 M (59.7 FT) SOUTHEAST OF A STEEL RIGHT-OF-WAY POST, 10
 DP8812'M (32.8 FT) SOUTHEAST OF THE CENTER OF A GRAVEL DRIVE AND 0.5 M (1.6
 DP8812'FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DP8812'
 DP8812'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8812'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8812'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8812'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8812'0.2 M (0.7 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8593 ***********************************************************************
 DP8593  DESIGNATION -  6K17
 DP8593  PID         -  DP8593
 DP8593  STATE/COUNTY-  WI/OCONTO
 DP8593  COUNTRY     -  US
 DP8593  USGS QUAD   -  BREED (2018)
 DP8593
 DP8593                         *CURRENT SURVEY CONTROL
 DP8593  ______________________________________________________________________
 DP8593* NAD 83(1986) POSITION- 45 07 22.07   (N) 088 23 39.81   (W)   HD_HELD1
 DP8593* NAVD 88 ORTHO HEIGHT -   268.402 (meters)      880.58  (feet) ADJUSTED
 DP8593  ______________________________________________________________________
 DP8593  GEOID HEIGHT    -        -35.895 (meters)                     GEOID18
 DP8593  DYNAMIC HEIGHT  -        268.377 (meters)      880.50  (feet) COMP
 DP8593  MODELED GRAVITY -    980,515.2   (mgal)                       NAVD 88
 DP8593
 DP8593  VERT ORDER      -  SECOND    CLASS I
 DP8593
 DP8593.The horizontal coordinates were determined by differentially corrected
 DP8593.hand held GPS observations or other comparable positioning techniques
 DP8593.and have an estimated accuracy of +/- 3 meters.
 DP8593
 DP8593.The orthometric height was determined by differential leveling and
 DP8593.adjusted by the NATIONAL GEODETIC SURVEY
 DP8593.in February 2017.
 DP8593
 DP8593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8593.GEOID18 height accuracy estimate available here.
 DP8593
 DP8593.Click photographs - Photos may exist for this station.
 DP8593
 DP8593.The dynamic height is computed by dividing the NAVD 88
 DP8593.geopotential number by the normal gravity value computed on the
 DP8593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8593.degrees latitude (g = 980.6199 gals.).
 DP8593
 DP8593.The modeled gravity was interpolated from observed gravity values.
 DP8593
 DP8593;                    North         East    Units  Estimated Accuracy
 DP8593;SPC WI C     -   144,534.0     726,311.9     MT  (+/- 3 meters HH1 GPS) 
 DP8593
 DP8593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9033597537(NAD 83)
 DP8593
 DP8593                          SUPERSEDED SURVEY CONTROL
 DP8593
 DP8593.No superseded survey control is available for this station.
 DP8593
 DP8593_MARKER: DD = SURVEY DISK
 DP8593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8593_STAMPING: 6K17 2007
 DP8593_MARK LOGO: WIDT
 DP8593_PROJECTION: FLUSH
 DP8593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8593+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2014
 DP8593
 DP8593  HISTORY     - Date     Condition        Report By
 DP8593  HISTORY     - 2012     MONUMENTED       WIDT
 DP8593  HISTORY     - 20140912 GOOD             WIDT
 DP8593
 DP8593                          STATION DESCRIPTION
 DP8593
 DP8593'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8593'THE STATION IS APPROXIMATELY 20.1 MI (32.3 KM) SOUTHWEST OF CRIVITZ,
 DP8593'5.8 MI (9.3 KM) SOUTHEAST OF MOUNTAIN AND 3.8 MI (6.1 KM)
 DP8593'NORTH-NORTHEAST OF BREED.
 DP8593'
 DP8593'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DP8593'HIGHWAY 64 EAST ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF THE COMMUNITY OF
 DP8593'MOUNTAIN, GO EAST ON STATE HIGHWAY 64 FOR 1.6 MI (2.6 KM) TO DEPOT
 DP8593'RAPIDS ROAD ON THE RIGHT, DAISY ROAD ON THE LEFT AND THE STATION ON
 DP8593'THE LEFT.
 DP8593'
 DP8593'THE STATION IS 13.6 M (44.6 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8593'HIGHWAY 64, 22.8 M (74.8 FT) SOUTHEAST OF THE CENTER OF DAISY ROAD,
 DP8593'40.0 M (131.2 FT) SOUTHWEST OF A UTILITY JUNCTION BOX -3000 18-, 32.2
 DP8593'M (105.6 FT) SOUTHWEST OF A STEEL RIGHT-OF-WAY POST, 9.7 M (31.8 FT)
 DP8593'WEST OF A STEEL RIGHT-OF-WAY POST AND LOCATED IN THE CENTER OF A
 DP8593'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8593'
 DP8593'NOTE-THIS STATION IS OBSTRUCTED BY TREE COVER AND NOT SUITABLE FOR GPS
 DP8593'OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8593'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8593'A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY
 DP8593'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8594 ***********************************************************************
 DP8594  DESIGNATION -  6K18
 DP8594  PID         -  DP8594
 DP8594  STATE/COUNTY-  WI/OCONTO
 DP8594  COUNTRY     -  US
 DP8594  USGS QUAD   -  HICKORY CORNERS (2018)
 DP8594
 DP8594                         *CURRENT SURVEY CONTROL
 DP8594  ______________________________________________________________________
 DP8594* NAD 83(1986) POSITION- 45 06 52.51   (N) 088 21 24.85   (W)   HD_HELD1
 DP8594* NAVD 88 ORTHO HEIGHT -   264.672 (meters)      868.34  (feet) ADJUSTED
 DP8594  ______________________________________________________________________
 DP8594  GEOID HEIGHT    -        -35.936 (meters)                     GEOID18
 DP8594  DYNAMIC HEIGHT  -        264.647 (meters)      868.26  (feet) COMP
 DP8594  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 DP8594
 DP8594  VERT ORDER      -  SECOND    CLASS I
 DP8594
 DP8594.The horizontal coordinates were determined by differentially corrected
 DP8594.hand held GPS observations or other comparable positioning techniques
 DP8594.and have an estimated accuracy of +/- 3 meters.
 DP8594
 DP8594.The orthometric height was determined by differential leveling and
 DP8594.adjusted by the NATIONAL GEODETIC SURVEY
 DP8594.in February 2017.
 DP8594
 DP8594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8594.GEOID18 height accuracy estimate available here.
 DP8594
 DP8594.Click photographs - Photos may exist for this station.
 DP8594
 DP8594.The dynamic height is computed by dividing the NAVD 88
 DP8594.geopotential number by the normal gravity value computed on the
 DP8594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8594.degrees latitude (g = 980.6199 gals.).
 DP8594
 DP8594.The modeled gravity was interpolated from observed gravity values.
 DP8594
 DP8594;                    North         East    Units  Estimated Accuracy
 DP8594;SPC WI C     -   143,680.7     729,279.2     MT  (+/- 3 meters HH1 GPS) 
 DP8594
 DP8594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9326896575(NAD 83)
 DP8594
 DP8594                          SUPERSEDED SURVEY CONTROL
 DP8594
 DP8594.No superseded survey control is available for this station.
 DP8594
 DP8594_MARKER: DD = SURVEY DISK
 DP8594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8594_STAMPING: 6K18 2007
 DP8594_MARK LOGO: WIDT
 DP8594_PROJECTION: FLUSH
 DP8594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8594+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2014
 DP8594
 DP8594  HISTORY     - Date     Condition        Report By
 DP8594  HISTORY     - 2012     MONUMENTED       WIDT
 DP8594  HISTORY     - 20140915 GOOD             WIDT
 DP8594
 DP8594                          STATION DESCRIPTION
 DP8594
 DP8594'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8594'THE STATION IS APPROXIMATELY 19.0 MI (30.6 KM) SOUTHWEST OF CRIVITZ,
 DP8594'8.0 MI (12.9 KM) NORTH OF SURING AND 4.4 MI (7.1 KM) NORTHEAST OF
 DP8594'BREED.
 DP8594'
 DP8594'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DP8594'HIGHWAY 64 EAST ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF THE COMMUNITY OF
 DP8594'MOUNTAIN, GO EAST ON STATE HIGHWAY 64 FOR 3.6 MI (5.8 KM) TO PIPELINE
 DP8594'ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 DP8594'
 DP8594'THE STATION IS 12.7 M (41.7 FT) NORTH OF THE CENTERLINE OF STATE
 DP8594'HIGHWAY 64, 13.0 M (42.7 FT) WEST OF CENTER OF A TRAIL LEADING NORTH,
 DP8594'37.4 M (122.7 FT) NORTH-NORTHWEST OF A STEEL RIGHT-OF-WAY POST, 21.7 M
 DP8594'(71.2 FT) WEST-SOUTHWEST OF A STEEL RIGHT-OF-WAY POST, 8.0 M (26.2 FT)
 DP8594'SOUTH-SOUTHEAST OF A STEEL RIGHT-OF-WAY POST AND LOCATED IN THE CENTER
 DP8594'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8594'
 DP8594'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DP8594'TO 65 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH EXTENDING
 DP8594'TO 40 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8594'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8594'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M
 DP8594'(1.6 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8597 ***********************************************************************
 DP8597  DESIGNATION -  6K19
 DP8597  PID         -  DP8597
 DP8597  STATE/COUNTY-  WI/OCONTO
 DP8597  COUNTRY     -  US
 DP8597  USGS QUAD   -  HICKORY CORNERS (2018)
 DP8597
 DP8597                         *CURRENT SURVEY CONTROL
 DP8597  ______________________________________________________________________
 DP8597* NAD 83(1986) POSITION- 45 06 48.1    (N) 088 16 43.6    (W)   HD_HELD2
 DP8597* NAVD 88 ORTHO HEIGHT -   255.611 (meters)      838.62  (feet) ADJUSTED
 DP8597  ______________________________________________________________________
 DP8597  GEOID HEIGHT    -        -36.015 (meters)                     GEOID18
 DP8597  DYNAMIC HEIGHT  -        255.586 (meters)      838.54  (feet) COMP
 DP8597  MODELED GRAVITY -    980,512.0   (mgal)                       NAVD 88
 DP8597
 DP8597  VERT ORDER      -  SECOND    CLASS I
 DP8597
 DP8597.The horizontal coordinates were established by autonomous hand held GPS
 DP8597.observations and have an estimated accuracy of +/- 10 meters.
 DP8597
 DP8597.The orthometric height was determined by differential leveling and
 DP8597.adjusted by the NATIONAL GEODETIC SURVEY
 DP8597.in February 2017.
 DP8597
 DP8597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8597.GEOID18 height accuracy estimate available here.
 DP8597
 DP8597.Click photographs - Photos may exist for this station.
 DP8597
 DP8597.The dynamic height is computed by dividing the NAVD 88
 DP8597.geopotential number by the normal gravity value computed on the
 DP8597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8597.degrees latitude (g = 980.6199 gals.).
 DP8597
 DP8597.The modeled gravity was interpolated from observed gravity values.
 DP8597
 DP8597;                    North         East    Units  Estimated Accuracy
 DP8597;SPC WI C     -   143,672.      735,428.      MT  (+/- 10 meters HH2 GPS)
 DP8597
 DP8597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9941196338(NAD 83)
 DP8597
 DP8597                          SUPERSEDED SURVEY CONTROL
 DP8597
 DP8597.No superseded survey control is available for this station.
 DP8597
 DP8597_MARKER: DD = SURVEY DISK
 DP8597_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8597_SP_SET: BRIDGE ABUTMENT
 DP8597_STAMPING: 6K19 2007
 DP8597_MARK LOGO: WIDT
 DP8597_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8597+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2014
 DP8597
 DP8597  HISTORY     - Date     Condition        Report By
 DP8597  HISTORY     - 2012     MONUMENTED       WIDT
 DP8597  HISTORY     - 20140915 GOOD             WIDT
 DP8597
 DP8597                          STATION DESCRIPTION
 DP8597
 DP8597'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8597'THE STATION IS APPROXIMATELY 15.8 MI (25.4 KM) SOUTHWEST OF CRIVITZ,
 DP8597'10.7 MI (17.2 KM) SOUTHEAST OF MOUNTAIN AND 9.3 MI (15.0 KM)
 DP8597'NORTH-NORTHEAST OF SURING.
 DP8597'
 DP8597'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8597'HIGHWAY SOUTH ABOUT 7 MI (11.3 KM) WEST-NORTHWEST OF THE VILLAGE OF
 DP8597'POUND, GO WEST ON STATE HIGHWAY 64 FOR 4.85 MI (7.8 KM) TO A BRIDGE
 DP8597'OVER PESHTIGO BROOK AND THE STATION ON THE RIGHT.
 DP8597'
 DP8597'THE STATION IS 5.5 M (18.0 FT) NORTH OF THE CENTERLINE OF STATE
 DP8597'HIGHWAY 64, 20.3 M (66.6 FT) SOUTHEAST OF A POWER POLE -31- AND 0.5 M
 DP8597'(1.6 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DP8597'
 DP8597'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8597'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST EXTENDING
 DP8597'TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8597'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8597'IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A BRIDGE, ABOUT
 DP8597'LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8598 ***********************************************************************
 DP8598  DESIGNATION -  6K20
 DP8598  PID         -  DP8598
 DP8598  STATE/COUNTY-  WI/OCONTO
 DP8598  COUNTRY     -  US
 DP8598  USGS QUAD   -  KELLY LAKE (2018)
 DP8598
 DP8598                         *CURRENT SURVEY CONTROL
 DP8598  ______________________________________________________________________
 DP8598* NAD 83(1986) POSITION- 45 06 46.05   (N) 088 14 13.02   (W)   HD_HELD1
 DP8598* NAVD 88 ORTHO HEIGHT -   265.647 (meters)      871.54  (feet) ADJUSTED
 DP8598  ______________________________________________________________________
 DP8598  GEOID HEIGHT    -        -36.062 (meters)                     GEOID18
 DP8598  DYNAMIC HEIGHT  -        265.621 (meters)      871.46  (feet) COMP
 DP8598  MODELED GRAVITY -    980,512.2   (mgal)                       NAVD 88
 DP8598
 DP8598  VERT ORDER      -  SECOND    CLASS I
 DP8598
 DP8598.The horizontal coordinates were determined by differentially corrected
 DP8598.hand held GPS observations or other comparable positioning techniques
 DP8598.and have an estimated accuracy of +/- 3 meters.
 DP8598
 DP8598.The orthometric height was determined by differential leveling and
 DP8598.adjusted by the NATIONAL GEODETIC SURVEY
 DP8598.in February 2017.
 DP8598
 DP8598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8598.GEOID18 height accuracy estimate available here.
 DP8598
 DP8598.Click photographs - Photos may exist for this station.
 DP8598
 DP8598.The dynamic height is computed by dividing the NAVD 88
 DP8598.geopotential number by the normal gravity value computed on the
 DP8598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8598.degrees latitude (g = 980.6199 gals.).
 DP8598
 DP8598.The modeled gravity was interpolated from observed gravity values.
 DP8598
 DP8598;                    North         East    Units  Estimated Accuracy
 DP8598;SPC WI C     -   143,679.3     738,720.0     MT  (+/- 3 meters HH1 GPS) 
 DP8598
 DP8598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0270096224(NAD 83)
 DP8598
 DP8598                          SUPERSEDED SURVEY CONTROL
 DP8598
 DP8598.No superseded survey control is available for this station.
 DP8598
 DP8598_MARKER: DD = SURVEY DISK
 DP8598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8598_STAMPING: 6K20 2007
 DP8598_MARK LOGO: WIDT
 DP8598_PROJECTION: FLUSH
 DP8598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8598+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2014
 DP8598
 DP8598  HISTORY     - Date     Condition        Report By
 DP8598  HISTORY     - 2012     MONUMENTED       WIDT
 DP8598  HISTORY     - 20140915 GOOD             WIDT
 DP8598
 DP8598                          STATION DESCRIPTION
 DP8598
 DP8598'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8598'THE STATION IS APPROXIMATELY 14.0 MI (22.5 KM) SOUTHWEST OF CRIVITZ,
 DP8598'12.6 MI (20.3 KM) SOUTHEAST OF MOUNTAIN AND 10.4 MI (16.7 KM)
 DP8598'WEST-NORTHWEST OF COLEMAN.
 DP8598'
 DP8598'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8598'HIGHWAY SOUTH ABOUT 7 MI (11.3 KM) WEST-NORTHWEST OF THE VILLAGE OF
 DP8598'POUND, GO WEST ON STATE HIGHWAY 64 FOR 2.0 MI (3.2 KM) TO SOUTH WHITE
 DP8598'POTATO LAKE ROAD ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 64 FOR
 DP8598'0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DP8598'
 DP8598'THE STATION IS 15.0 M (49.2 FT) NORTH OF THE CENTERLINE OF STATE
 DP8598'HIGHWAY 64, 41.4 M (135.8 FT) NORTHWEST OF A POWER POLE -55-, 11 M
 DP8598'(36.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 3.7 M (12.1 FT)
 DP8598'NORTHWEST OF THE WEST END OF A CORRUGATED METAL CULVERT AND LOCATED IN
 DP8598'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8598'
 DP8598'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8598'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8598'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8598'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8598'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8599 ***********************************************************************
 DP8599  DESIGNATION -  6K21
 DP8599  PID         -  DP8599
 DP8599  STATE/COUNTY-  WI/OCONTO
 DP8599  COUNTRY     -  US
 DP8599  USGS QUAD   -  KELLY LAKE (2018)
 DP8599
 DP8599                         *CURRENT SURVEY CONTROL
 DP8599  ______________________________________________________________________
 DP8599* NAD 83(1986) POSITION- 45 06 44.14   (N) 088 12 12.63   (W)   HD_HELD1
 DP8599* NAVD 88 ORTHO HEIGHT -   263.783 (meters)      865.43  (feet) ADJUSTED
 DP8599  ______________________________________________________________________
 DP8599  GEOID HEIGHT    -        -36.103 (meters)                     GEOID18
 DP8599  DYNAMIC HEIGHT  -        263.757 (meters)      865.34  (feet) COMP
 DP8599  MODELED GRAVITY -    980,511.8   (mgal)                       NAVD 88
 DP8599
 DP8599  VERT ORDER      -  SECOND    CLASS I
 DP8599
 DP8599.The horizontal coordinates were determined by differentially corrected
 DP8599.hand held GPS observations or other comparable positioning techniques
 DP8599.and have an estimated accuracy of +/- 3 meters.
 DP8599
 DP8599.The orthometric height was determined by differential leveling and
 DP8599.adjusted by the NATIONAL GEODETIC SURVEY
 DP8599.in February 2017.
 DP8599
 DP8599.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8599.GEOID18 height accuracy estimate available here.
 DP8599
 DP8599.Click photographs - Photos may exist for this station.
 DP8599
 DP8599.The dynamic height is computed by dividing the NAVD 88
 DP8599.geopotential number by the normal gravity value computed on the
 DP8599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8599.degrees latitude (g = 980.6199 gals.).
 DP8599
 DP8599.The modeled gravity was interpolated from observed gravity values.
 DP8599
 DP8599;                    North         East    Units  Estimated Accuracy
 DP8599;SPC WI C     -   143,678.0     741,352.1     MT  (+/- 3 meters HH1 GPS) 
 DP8599
 DP8599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0533096125(NAD 83)
 DP8599
 DP8599                          SUPERSEDED SURVEY CONTROL
 DP8599
 DP8599.No superseded survey control is available for this station.
 DP8599
 DP8599_MARKER: DD = SURVEY DISK
 DP8599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8599_STAMPING: 6K21 2007
 DP8599_MARK LOGO: WIDT
 DP8599_PROJECTION: FLUSH
 DP8599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8599+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2014
 DP8599
 DP8599  HISTORY     - Date     Condition        Report By
 DP8599  HISTORY     - 2012     MONUMENTED       WIDT
 DP8599  HISTORY     - 20140915 GOOD             WIDT
 DP8599
 DP8599                          STATION DESCRIPTION
 DP8599
 DP8599'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8599'THE STATION IS APPROXIMATELY 14.0 MI (22.5 KM) EAST-SOUTHEAST OF
 DP8599'MOUNTAIN, 12.7 MI (20.4 KM) SOUTHWEST OF CRIVITZ AND 8.9 MI (14.3 KM)
 DP8599'WEST-NORTHWEST OF COLEMAN.
 DP8599'
 DP8599'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8599'HIGHWAY SOUTH ABOUT 7 MI (11.3 KM) WEST-NORTHWEST OF THE VILLAGE OF
 DP8599'POUND, GO WEST ON STATE HIGHWAY 64 FOR 1.05 MI (1.7 KM) TO PARKWAY
 DP8599'ROAD SOUTH ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 0.15 MI
 DP8599'(0.2 KM) TO THE STATION ON THE RIGHT.
 DP8599'
 DP8599'THE STATION IS 14.6 M (47.9 FT) NORTH OF THE CENTERLINE OF STATE
 DP8599'HIGHWAY 64, 50.7 M (166.3 FT) EAST OF AN ORANGE OVER WHITE FIBER OPTIC
 DP8599'MARKER POST, 41.8 M (137.1 FT) NORTHEAST OF A POWER POLE -28-, 7 M
 DP8599'(23.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 4.0 M (13.1 FT)
 DP8599'NORTH-NORTHEAST OF THE EAST END OF A STEEL CULVERT UNDER FIELD
 DP8599'ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8599'PLASTIC WITNESS POSTS.
 DP8599'
 DP8599'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8599'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8599'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8599'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8599'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8279 ***********************************************************************
 DP8279  DESIGNATION -  6K22
 DP8279  PID         -  DP8279
 DP8279  STATE/COUNTY-  WI/MARINETTE
 DP8279  COUNTRY     -  US
 DP8279  USGS QUAD   -  KELLY LAKE (2018)
 DP8279
 DP8279                         *CURRENT SURVEY CONTROL
 DP8279  ______________________________________________________________________
 DP8279* NAD 83(1986) POSITION- 45 06 42.39   (N) 088 10 43.02   (W)   HD_HELD1
 DP8279* NAVD 88 ORTHO HEIGHT -   258.555 (meters)      848.28  (feet) ADJUSTED
 DP8279  ______________________________________________________________________
 DP8279  GEOID HEIGHT    -        -36.131 (meters)                     GEOID18
 DP8279  DYNAMIC HEIGHT  -        258.529 (meters)      848.19  (feet) COMP
 DP8279  MODELED GRAVITY -    980,511.3   (mgal)                       NAVD 88
 DP8279
 DP8279  VERT ORDER      -  SECOND    CLASS I
 DP8279
 DP8279.The horizontal coordinates were determined by differentially corrected
 DP8279.hand held GPS observations or other comparable positioning techniques
 DP8279.and have an estimated accuracy of +/- 3 meters.
 DP8279
 DP8279.The orthometric height was determined by differential leveling and
 DP8279.adjusted by the NATIONAL GEODETIC SURVEY
 DP8279.in February 2017.
 DP8279
 DP8279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8279.GEOID18 height accuracy estimate available here.
 DP8279
 DP8279.Click photographs - Photos may exist for this station.
 DP8279
 DP8279.The dynamic height is computed by dividing the NAVD 88
 DP8279.geopotential number by the normal gravity value computed on the
 DP8279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8279.degrees latitude (g = 980.6199 gals.).
 DP8279
 DP8279.The modeled gravity was interpolated from observed gravity values.
 DP8279
 DP8279;                    North         East    Units  Estimated Accuracy
 DP8279;SPC WI C     -   143,667.6     743,311.5     MT  (+/- 3 meters HH1 GPS) 
 DP8279
 DP8279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0728796042(NAD 83)
 DP8279
 DP8279                          SUPERSEDED SURVEY CONTROL
 DP8279
 DP8279.No superseded survey control is available for this station.
 DP8279
 DP8279_MARKER: DD = SURVEY DISK
 DP8279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8279_STAMPING: 6K22 2007
 DP8279_MARK LOGO: WIDT
 DP8279_PROJECTION: FLUSH
 DP8279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8279+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2014
 DP8279
 DP8279  HISTORY     - Date     Condition        Report By
 DP8279  HISTORY     - 2007     MONUMENTED       WIDT
 DP8279  HISTORY     - 20140916 GOOD             WIDT
 DP8279
 DP8279                          STATION DESCRIPTION
 DP8279
 DP8279'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8279'HE STATION IS APPROXIMATELY 15.2 MI (24.5 KM) EAST-SOUTHEAST OF
 DP8279'MOUNTAIN, 8.1 MI (13.0 KM) WEST-SOUTHWEST OF BEAVER AND 7.8 MI (12.6
 DP8279'KM) NORTHWEST OF COLEMAN.
 DP8279'
 DP8279'THE STATION IS IN THE NORTHWEST QUADRANT OF THE JUNCTION OF STATE
 DP8279'HIGHWAY 64 WITH COUNTY HIGHWAY SOUTH, ABOUT 7 MI (11.3 KM)
 DP8279'WEST-NORTHWEST OF THE VILLAGE OF POUND.
 DP8279'
 DP8279'THE STATION IS 20.6 M (67.6 FT) NORTH OF THE CENTERLINE OF STATE
 DP8279'HIGHWAY 64, 18.8 M (61.7 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DP8279'SOUTH, 38.3 M (125.7 FT) SOUTH-SOUTHWEST OF A POWER POLE -G 22-, 28.6
 DP8279'M (93.8 FT) EAST OF AN ELECTRONIC SIGN FOR A FUEL STATION, 14.3 M
 DP8279'(46.9 FT) SOUTHWEST OF A PLASTIC RIGHT-OF-WAY POST, 14.3 M (46.9 FT)
 DP8279'EAST OF A STEEL RIGHT-OF-WAY POST, 12.3 M (40.4 FT) SOUTHEAST OF A
 DP8279'FLAG POLE FLANKED BY 4 FIVE FT (1.5 M) TALL BRICK PILLARS WHICH
 DP8279'COMPRISE A ROADSIDE SIGN, 6.7 M (22.0 FT) NORTH-NORTHWEST OF AN
 DP8279'ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION SURVEY DISK
 DP8279'-UNSTAMPED- SET IN A CONCRETE POST AND 0.5 M (1.6 FT) SOUTH OF A WHITE
 DP8279'PLASTIC WITNESS POST.
 DP8279'
 DP8279'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8279'DEGREES ABOVE THE HORIZON EXCEPT OVERHEAD POWER LINES TO THE EAST AT
 DP8279'APPROXIMATELY 60 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8279'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8279'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8279'LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8600 ***********************************************************************
 DP8600  DESIGNATION -  6K23
 DP8600  PID         -  DP8600
 DP8600  STATE/COUNTY-  WI/OCONTO
 DP8600  COUNTRY     -  US
 DP8600  USGS QUAD   -  KELLY LAKE (2018)
 DP8600
 DP8600                         *CURRENT SURVEY CONTROL
 DP8600  ______________________________________________________________________
 DP8600* NAD 83(1986) POSITION- 45 06 40.23   (N) 088 09 55.75   (W)   HD_HELD1
 DP8600* NAVD 88 ORTHO HEIGHT -   259.298 (meters)      850.71  (feet) ADJUSTED
 DP8600  ______________________________________________________________________
 DP8600  GEOID HEIGHT    -        -36.146 (meters)                     GEOID18
 DP8600  DYNAMIC HEIGHT  -        259.272 (meters)      850.63  (feet) COMP
 DP8600  MODELED GRAVITY -    980,511.3   (mgal)                       NAVD 88
 DP8600
 DP8600  VERT ORDER      -  SECOND    CLASS I
 DP8600
 DP8600.The horizontal coordinates were determined by differentially corrected
 DP8600.hand held GPS observations or other comparable positioning techniques
 DP8600.and have an estimated accuracy of +/- 3 meters.
 DP8600
 DP8600.The orthometric height was determined by differential leveling and
 DP8600.adjusted by the NATIONAL GEODETIC SURVEY
 DP8600.in February 2017.
 DP8600
 DP8600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8600.GEOID18 height accuracy estimate available here.
 DP8600
 DP8600.Click photographs - Photos may exist for this station.
 DP8600
 DP8600.The dynamic height is computed by dividing the NAVD 88
 DP8600.geopotential number by the normal gravity value computed on the
 DP8600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8600.degrees latitude (g = 980.6199 gals.).
 DP8600
 DP8600.The modeled gravity was interpolated from observed gravity values.
 DP8600
 DP8600;                    North         East    Units  Estimated Accuracy
 DP8600;SPC WI C     -   143,624.2     744,346.0     MT  (+/- 3 meters HH1 GPS) 
 DP8600
 DP8600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0831995961(NAD 83)
 DP8600
 DP8600                          SUPERSEDED SURVEY CONTROL
 DP8600
 DP8600.No superseded survey control is available for this station.
 DP8600
 DP8600_MARKER: DD = SURVEY DISK
 DP8600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8600_STAMPING: 6K23 2007
 DP8600_MARK LOGO: WIDT
 DP8600_PROJECTION: FLUSH
 DP8600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8600+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2014
 DP8600
 DP8600  HISTORY     - Date     Condition        Report By
 DP8600  HISTORY     - 2012     MONUMENTED       WIDT
 DP8600  HISTORY     - 20140916 GOOD             WIDT
 DP8600
 DP8600                          STATION DESCRIPTION
 DP8600
 DP8600'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8600'THE STATION IS APPROXIMATELY 15.9 MI (25.6 KM) EAST-SOUTHEAST OF
 DP8600'MOUNTAIN, 7.6 MI (12.2 KM) WEST-SOUTHWEST OF BEAVER AND 7.2 MI (11.6
 DP8600'KM) NORTHWEST OF COLEMAN.
 DP8600'
 DP8600'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8600'HIGHWAY Z ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF COLEMAN, GO
 DP8600'WEST ON STATE HIGHWAY 64 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DP8600'LEFT.
 DP8600'
 DP8600'THE STATION IS 12.2 M (40.0 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8600'HIGHWAY 64, 99.0 M (324.8 FT) EAST OF AN ORANGE OVER WHITE FIBER OPTIC
 DP8600'MARKER POST, 80 M (262.5 FT) EAST OF THE CENTER OF A DRIVEWAY
 DP8600'-W11270-, 51.1 M (167.7 FT) SOUTHWEST OF A POWER POLE -7- WITH A GUY
 DP8600'WIRE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8600'PLASTIC WITNESS POSTS.
 DP8600'
 DP8600'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8600'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8600'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8600'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8600'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8601 ***********************************************************************
 DP8601  DESIGNATION -  6K36
 DP8601  PID         -  DP8601
 DP8601  STATE/COUNTY-  WI/OCONTO
 DP8601  COUNTRY     -  US
 DP8601  USGS QUAD   -  KELLY LAKE (2018)
 DP8601
 DP8601                         *CURRENT SURVEY CONTROL
 DP8601  ______________________________________________________________________
 DP8601* NAD 83(1986) POSITION- 45 06 38.09   (N) 088 08 22.37   (W)   HD_HELD1
 DP8601* NAVD 88 ORTHO HEIGHT -   232.430 (meters)      762.56  (feet) ADJUSTED
 DP8601  ______________________________________________________________________
 DP8601  GEOID HEIGHT    -        -36.170 (meters)                     GEOID18
 DP8601  DYNAMIC HEIGHT  -        232.408 (meters)      762.49  (feet) COMP
 DP8601  MODELED GRAVITY -    980,514.4   (mgal)                       NAVD 88
 DP8601
 DP8601  VERT ORDER      -  SECOND    CLASS I
 DP8601
 DP8601.The horizontal coordinates were determined by differentially corrected
 DP8601.hand held GPS observations or other comparable positioning techniques
 DP8601.and have an estimated accuracy of +/- 3 meters.
 DP8601
 DP8601.The orthometric height was determined by differential leveling and
 DP8601.adjusted by the NATIONAL GEODETIC SURVEY
 DP8601.in February 2017.
 DP8601
 DP8601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8601.GEOID18 height accuracy estimate available here.
 DP8601
 DP8601.Click photographs - Photos may exist for this station.
 DP8601
 DP8601.The dynamic height is computed by dividing the NAVD 88
 DP8601.geopotential number by the normal gravity value computed on the
 DP8601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8601.degrees latitude (g = 980.6199 gals.).
 DP8601
 DP8601.The modeled gravity was interpolated from observed gravity values.
 DP8601
 DP8601;                    North         East    Units  Estimated Accuracy
 DP8601;SPC WI C     -   143,604.6     746,388.1     MT  (+/- 3 meters HH1 GPS) 
 DP8601
 DP8601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1035995866(NAD 83)
 DP8601
 DP8601                          SUPERSEDED SURVEY CONTROL
 DP8601
 DP8601.No superseded survey control is available for this station.
 DP8601
 DP8601_MARKER: DD = SURVEY DISK
 DP8601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8601_STAMPING: 6K36 2012
 DP8601_MARK LOGO: WIDT
 DP8601_PROJECTION: FLUSH
 DP8601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8601+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2014
 DP8601
 DP8601  HISTORY     - Date     Condition        Report By
 DP8601  HISTORY     - 2012     MONUMENTED       WIDT
 DP8601  HISTORY     - 20140922 GOOD             WIDT
 DP8601
 DP8601                          STATION DESCRIPTION
 DP8601
 DP8601'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8601'THE STATION IS APPROXIMATELY 17.1 MI (27.5 KM) EAST-SOUTHEAST OF
 DP8601'MOUNTAIN, 6.3 MI (10.1 KM) SOUTHWEST OF BEAVER AND 5.3 MI (8.5 KM)
 DP8601'WEST-NORTHWEST OF POUND.
 DP8601'
 DP8601'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8601'HIGHWAY Z ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF COLEMAN, GO
 DP8601'EAST ON STATE HIGHWAY 64 FOR 1.0 MI (1.6 KM) TO TOM POST ROAD ON THE
 DP8601'RIGHT AND THE STATION ON THE RIGHT.
 DP8601'
 DP8601'THE STATION IS 17.3 M (56.8 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8601'HIGHWAY 64, 18.5 M (60.7 FT) WEST OF THE CENTERLINE OF TOM POST ROAD,
 DP8601'32.1 M (105.3 FT) WEST-NORTHWEST OF A POWER POLE -10-, 20.2 M (66.3
 DP8601'FT) NORTHWEST OF A PLASTIC RIGHT-OF-WAY POST AND LOCATED IN THE CENTER
 DP8601'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8601'
 DP8601'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8601'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE NORTH EXTENDING
 DP8601'TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8601'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8601'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8601'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8602 ***********************************************************************
 DP8602  DESIGNATION -  6K37
 DP8602  PID         -  DP8602
 DP8602  STATE/COUNTY-  WI/MARINETTE
 DP8602  COUNTRY     -  US
 DP8602  USGS QUAD   -  COLEMAN (2018)
 DP8602
 DP8602                         *CURRENT SURVEY CONTROL
 DP8602  ______________________________________________________________________
 DP8602* NAD 83(1986) POSITION- 45 06 37.13   (N) 088 07 10.05   (W)   HD_HELD1
 DP8602* NAVD 88 ORTHO HEIGHT -   216.198 (meters)      709.31  (feet) ADJUSTED
 DP8602  ______________________________________________________________________
 DP8602  GEOID HEIGHT    -        -36.188 (meters)                     GEOID18
 DP8602  DYNAMIC HEIGHT  -        216.178 (meters)      709.24  (feet) COMP
 DP8602  MODELED GRAVITY -    980,518.1   (mgal)                       NAVD 88
 DP8602
 DP8602  VERT ORDER      -  SECOND    CLASS I
 DP8602
 DP8602.The horizontal coordinates were determined by differentially corrected
 DP8602.hand held GPS observations or other comparable positioning techniques
 DP8602.and have an estimated accuracy of +/- 3 meters.
 DP8602
 DP8602.The orthometric height was determined by differential leveling and
 DP8602.adjusted by the NATIONAL GEODETIC SURVEY
 DP8602.in February 2017.
 DP8602
 DP8602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8602.GEOID18 height accuracy estimate available here.
 DP8602
 DP8602.Click photographs - Photos may exist for this station.
 DP8602
 DP8602.The dynamic height is computed by dividing the NAVD 88
 DP8602.geopotential number by the normal gravity value computed on the
 DP8602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8602.degrees latitude (g = 980.6199 gals.).
 DP8602
 DP8602.The modeled gravity was interpolated from observed gravity values.
 DP8602
 DP8602;                    North         East    Units  Estimated Accuracy
 DP8602;SPC WI C     -   143,611.4     747,969.2     MT  (+/- 3 meters HH1 GPS) 
 DP8602
 DP8602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1193995814(NAD 83)
 DP8602
 DP8602                          SUPERSEDED SURVEY CONTROL
 DP8602
 DP8602.No superseded survey control is available for this station.
 DP8602
 DP8602_MARKER: DD = SURVEY DISK
 DP8602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8602_STAMPING: 6K37 2012
 DP8602_MARK LOGO: WIDT
 DP8602_PROJECTION: FLUSH
 DP8602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8602+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2014
 DP8602
 DP8602  HISTORY     - Date     Condition        Report By
 DP8602  HISTORY     - 2012     MONUMENTED       WIDT
 DP8602  HISTORY     - 20140922 GOOD             WIDT
 DP8602
 DP8602                          STATION DESCRIPTION
 DP8602
 DP8602'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8602'THE STATION IS APPROXIMATELY 17.9 MI (28.8 KM) EAST-SOUTHEAST OF
 DP8602'MOUNTAIN, 5.4 MI (8.7 KM) SOUTHWEST OF BEAVER AND 4.3 MI (6.9 KM)
 DP8602'WEST-NORTHWEST OF POUND.
 DP8602'
 DP8602'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8602'HIGHWAY Z ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF COLEMAN, GO
 DP8602'EAST ON STATE HIGHWAY 64 FOR 2.0 MI (3.2 KM) TO COUNTY HIGHWAY Q ON
 DP8602'THE RIGHT AND THE STATION ON THE LEFT.
 DP8602'
 DP8602'THE STATION IS 12.8 M (42.0 FT) NORTH OF THE CENTERLINE OF STATE
 DP8602'HIGHWAY 64, 48.0 M (157.5 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DP8602'Q, 36.0 M (118.1 FT) WEST OF A PLASTIC RIGHT-OF-WAY POST, 32.4 M
 DP8602'(106.3 FT) NORTH-NORTHWEST OF A PLASTIC RIGHT-OF-WAY POST, 31.9 M
 DP8602'(104.7 FT) NORTH-NORTHWEST OF A UTILITY JUNCTION BOX -019950-, 7 M
 DP8602'(23.0 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 3.5 M (11.5 FT)
 DP8602'NORTHWEST OF THE WEST END OF AN 18 INCH DIAMETER STEEL CULVERT AND
 DP8602'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8602'WITNESS POSTS.
 DP8602'
 DP8602'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8602'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8602'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8602'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M
 DP8602'(1.6 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8603 ***********************************************************************
 DP8603  DESIGNATION -  6K38
 DP8603  PID         -  DP8603
 DP8603  STATE/COUNTY-  WI/MARINETTE
 DP8603  COUNTRY     -  US
 DP8603  USGS QUAD   -  COLEMAN (2018)
 DP8603
 DP8603                         *CURRENT SURVEY CONTROL
 DP8603  ______________________________________________________________________
 DP8603* NAD 83(1986) POSITION- 45 06 34.49   (N) 088 05 22.72   (W)   HD_HELD1
 DP8603* NAVD 88 ORTHO HEIGHT -   206.281 (meters)      676.77  (feet) ADJUSTED
 DP8603  ______________________________________________________________________
 DP8603  GEOID HEIGHT    -        -36.211 (meters)                     GEOID18
 DP8603  DYNAMIC HEIGHT  -        206.263 (meters)      676.71  (feet) COMP
 DP8603  MODELED GRAVITY -    980,523.4   (mgal)                       NAVD 88
 DP8603
 DP8603  VERT ORDER      -  SECOND    CLASS I
 DP8603
 DP8603.The horizontal coordinates were determined by differentially corrected
 DP8603.hand held GPS observations or other comparable positioning techniques
 DP8603.and have an estimated accuracy of +/- 3 meters.
 DP8603
 DP8603.The orthometric height was determined by differential leveling and
 DP8603.adjusted by the NATIONAL GEODETIC SURVEY
 DP8603.in February 2017.
 DP8603
 DP8603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8603.GEOID18 height accuracy estimate available here.
 DP8603
 DP8603.Click photographs - Photos may exist for this station.
 DP8603
 DP8603.The dynamic height is computed by dividing the NAVD 88
 DP8603.geopotential number by the normal gravity value computed on the
 DP8603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8603.degrees latitude (g = 980.6199 gals.).
 DP8603
 DP8603.The modeled gravity was interpolated from observed gravity values.
 DP8603
 DP8603;                    North         East    Units  Estimated Accuracy
 DP8603;SPC WI C     -   143,584.7     750,316.6     MT  (+/- 3 meters HH1 GPS) 
 DP8603
 DP8603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1428395701(NAD 83)
 DP8603
 DP8603                          SUPERSEDED SURVEY CONTROL
 DP8603
 DP8603.No superseded survey control is available for this station.
 DP8603
 DP8603_MARKER: DD = SURVEY DISK
 DP8603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8603_STAMPING: 6K38 2012
 DP8603_MARK LOGO: WIDT
 DP8603_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8603+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 DP8603
 DP8603  HISTORY     - Date     Condition        Report By
 DP8603  HISTORY     - 2012     MONUMENTED       WIDT
 DP8603  HISTORY     - 20140917 GOOD             WIDT
 DP8603
 DP8603                          STATION DESCRIPTION
 DP8603
 DP8603'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8603'THE STATION IS APPROXIMATELY 19.4 MI (31.2 KM) EAST-SOUTHEAST OF
 DP8603'MOUNTAIN, 4.1 MI (6.6 KM) SOUTHWEST OF BEAVER AND 2.9 MI (4.7 KM)
 DP8603'WEST-NORTHWEST OF POUND.
 DP8603'
 DP8603'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8603'HIGHWAY Z ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF COLEMAN, GO
 DP8603'EAST ON STATE HIGHWAY 64 FOR 3.1 MI (5.0 KM) TO NORTH 29TH ROAD ON THE
 DP8603'RIGHT.  CONTINUE EAST ON STATE HIGHWAY 64 FOR 0.25 MI (0.4 KM) TO A
 DP8603'FIELD ENTRANCE ON THE LEFT AND THE STATION ON THE LEFT.
 DP8603'
 DP8603'THE MARK FT) EAST OF A FIELD ENTRANCE WHICH IS ACROSS THE HIGHWAY FROM
 DP8603'A RESIDENTIAL DRIVEWAY -W9813- AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8603'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8603'
 DP8603'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8603'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8603'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8603'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8603'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8604 ***********************************************************************
 DP8604  DESIGNATION -  6K39
 DP8604  PID         -  DP8604
 DP8604  STATE/COUNTY-  WI/MARINETTE
 DP8604  COUNTRY     -  US
 DP8604  USGS QUAD   -  COLEMAN (2018)
 DP8604
 DP8604                         *CURRENT SURVEY CONTROL
 DP8604  ______________________________________________________________________
 DP8604* NAD 83(1986) POSITION- 45 06 33.85   (N) 088 03 33.35   (W)   HD_HELD1
 DP8604* NAVD 88 ORTHO HEIGHT -   226.596 (meters)      743.42  (feet) ADJUSTED
 DP8604  ______________________________________________________________________
 DP8604  GEOID HEIGHT    -        -36.232 (meters)                     GEOID18
 DP8604  DYNAMIC HEIGHT  -        226.577 (meters)      743.36  (feet) COMP
 DP8604  MODELED GRAVITY -    980,528.1   (mgal)                       NAVD 88
 DP8604
 DP8604  VERT ORDER      -  SECOND    CLASS I
 DP8604
 DP8604.The horizontal coordinates were determined by differentially corrected
 DP8604.hand held GPS observations or other comparable positioning techniques
 DP8604.and have an estimated accuracy of +/- 3 meters.
 DP8604
 DP8604.The orthometric height was determined by differential leveling and
 DP8604.adjusted by the NATIONAL GEODETIC SURVEY
 DP8604.in February 2017.
 DP8604
 DP8604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8604.GEOID18 height accuracy estimate available here.
 DP8604
 DP8604.Click photographs - Photos may exist for this station.
 DP8604
 DP8604.The dynamic height is computed by dividing the NAVD 88
 DP8604.geopotential number by the normal gravity value computed on the
 DP8604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8604.degrees latitude (g = 980.6199 gals.).
 DP8604
 DP8604.The modeled gravity was interpolated from observed gravity values.
 DP8604
 DP8604;                    North         East    Units  Estimated Accuracy
 DP8604;SPC WI C     -   143,621.6     752,707.1     MT  (+/- 3 meters HH1 GPS) 
 DP8604
 DP8604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1667295649(NAD 83)
 DP8604
 DP8604                          SUPERSEDED SURVEY CONTROL
 DP8604
 DP8604.No superseded survey control is available for this station.
 DP8604
 DP8604_MARKER: DD = SURVEY DISK
 DP8604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8604_STAMPING: 6K39 2012
 DP8604_MARK LOGO: WIDT
 DP8604_PROJECTION: FLUSH
 DP8604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8604+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 DP8604
 DP8604  HISTORY     - Date     Condition        Report By
 DP8604  HISTORY     - 2012     MONUMENTED       WIDT
 DP8604  HISTORY     - 20140917 GOOD             WIDT
 DP8604
 DP8604                          STATION DESCRIPTION
 DP8604
 DP8604'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8604'THE STATION IS APPROXIMATELY 20.9 MI (33.6 KM) EAST-SOUTHEAST OF
 DP8604'MOUNTAIN, 2.9 MI (4.7 KM) SOUTHWEST OF BEAVER AND 1.6 MI (2.6 KM)
 DP8604'NORTHWEST OF POUND.
 DP8604'
 DP8604'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE
 DP8604'HIGHWAY 64 ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF COLEMAN, GO
 DP8604'WEST ON STATE HIGHWAY 64 FOR 1.8 MI (2.9 KM) TO 25TH ROAD ON THE
 DP8604'RIGHT.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 0.25 MI (0.4 KM) TO A
 DP8604'FIELD ENTRANCE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8604'
 DP8604'THE STATION IS 16.8 M (55.1 FT) NORTH OF THE CENTERLINE OF STATE
 DP8604'HIGHWAY 64, 55 M (180.4 FT) EAST OF A THE EXTENDED CENTER OF A
 DP8604'RESIDENTIAL DRIVEWAY -W9205-, 11.8 M (38.7 FT) EAST OF THE CENTER OF A
 DP8604'FIELD ENTRANCE, 7.5 M (24.6 FT) EAST-NORTHEAST OF THE EAST END OF A
 DP8604'STEEL CULVERT AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8604'WHITE PLASTIC WITNESS POSTS.
 DP8604'
 DP8604'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8604'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8604'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8604'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 1 M (3.3
 DP8604'FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8764 ***********************************************************************
 DP8764  DESIGNATION -  6K78
 DP8764  PID         -  DP8764
 DP8764  STATE/COUNTY-  WI/MARINETTE
 DP8764  COUNTRY     -  US
 DP8764  USGS QUAD   -  MCCASLIN MOUNTAIN (2018)
 DP8764
 DP8764                         *CURRENT SURVEY CONTROL
 DP8764  ______________________________________________________________________
 DP8764* NAD 83(1986) POSITION- 45 22 34.9    (N) 088 23 24.4    (W)   HD_HELD2
 DP8764* NAVD 88 ORTHO HEIGHT -   377.694 (meters)     1239.15  (feet) ADJUSTED
 DP8764  ______________________________________________________________________
 DP8764  GEOID HEIGHT    -        -35.236 (meters)                     GEOID18
 DP8764  DYNAMIC HEIGHT  -        377.657 (meters)     1239.03  (feet) COMP
 DP8764  MODELED GRAVITY -    980,506.3   (mgal)                       NAVD 88
 DP8764
 DP8764  VERT ORDER      -  SECOND    CLASS I
 DP8764
 DP8764.The horizontal coordinates were established by autonomous hand held GPS
 DP8764.observations and have an estimated accuracy of +/- 10 meters.
 DP8764
 DP8764.The orthometric height was determined by differential leveling and
 DP8764.adjusted by the NATIONAL GEODETIC SURVEY
 DP8764.in February 2017.
 DP8764
 DP8764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8764.GEOID18 height accuracy estimate available here.
 DP8764
 DP8764.Click photographs - Photos may exist for this station.
 DP8764
 DP8764.The dynamic height is computed by dividing the NAVD 88
 DP8764.geopotential number by the normal gravity value computed on the
 DP8764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8764.degrees latitude (g = 980.6199 gals.).
 DP8764
 DP8764.The modeled gravity was interpolated from observed gravity values.
 DP8764
 DP8764;                    North         East    Units  Estimated Accuracy
 DP8764;SPC WI C     -   172,714.      726,090.      MT  (+/- 10 meters HH2 GPS)
 DP8764
 DP8764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9115725700(NAD 83)
 DP8764
 DP8764                          SUPERSEDED SURVEY CONTROL
 DP8764
 DP8764.No superseded survey control is available for this station.
 DP8764
 DP8764_MARKER: DD = SURVEY DISK
 DP8764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8764_STAMPING: 6K78 2012
 DP8764_MARK LOGO: WIDT
 DP8764_PROJECTION: FLUSH
 DP8764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8764+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2014
 DP8764
 DP8764  HISTORY     - Date     Condition        Report By
 DP8764  HISTORY     - 2012     MONUMENTED       WIDT
 DP8764  HISTORY     - 20141105 GOOD             WIDT
 DP8764
 DP8764                          STATION DESCRIPTION
 DP8764
 DP8764'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8764'THE STATION IS APPROXIMATELY 21.0 MI (33.8 KM) NORTHWEST OF CRIVITZ,
 DP8764'13.5 MI (21.7 KM) SOUTHEAST OF WABENO AND 8.3 MI (13.4 KM) NORTHEAST
 DP8764'OF LAKEWOOD.
 DP8764'
 DP8764'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DP8764'HIGHWAY F ABOUT 16 MI (25.7 KM) EAST OF THE COMMUNITY OF WABENO, GO
 DP8764'SOUTHWEST ON COUNTY HIGHWAY F FOR 3.05 MI (4.9 KM) TO MCCASLIN DRIVE
 DP8764'ON THE RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY F FOR 0.1 MI (0.2 KM)
 DP8764'TO THE STATION ON THE RIGHT.
 DP8764'
 DP8764'THE STATION IS 10.7 M (35.1 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8764'HIGHWAY F, 58.7 M (192.6 FT) WEST OF A GRAVEL DRIVEWAY, 59.1 M (193.9
 DP8764'FT) EAST OF A POWER POLE -3417 32R5-, 51.1 M (167.7 FT) WEST OF A
 DP8764'UTILITY JUNCTION BOX -339051-, 50.1 M (164.4 FT) WEST OF A POWER POLE
 DP8764'-3417 32R3- AND LOCATED BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8764'
 DP8764'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTH EXTENDING
 DP8764'TO 40 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8764'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8764'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8764'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8763 ***********************************************************************
 DP8763  DESIGNATION -  6K79
 DP8763  PID         -  DP8763
 DP8763  STATE/COUNTY-  WI/MARINETTE
 DP8763  COUNTRY     -  US
 DP8763  USGS QUAD   -  ROARING RAPIDS (2018)
 DP8763
 DP8763                         *CURRENT SURVEY CONTROL
 DP8763  ______________________________________________________________________
 DP8763* NAD 83(1986) POSITION- 45 23 49.0    (N) 088 20 19.4    (W)   HD_HELD2
 DP8763* NAVD 88 ORTHO HEIGHT -   354.563 (meters)     1163.26  (feet) ADJUSTED
 DP8763  ______________________________________________________________________
 DP8763  GEOID HEIGHT    -        -35.230 (meters)                     GEOID18
 DP8763  DYNAMIC HEIGHT  -        354.532 (meters)     1163.16  (feet) COMP
 DP8763  MODELED GRAVITY -    980,520.1   (mgal)                       NAVD 88
 DP8763
 DP8763  VERT ORDER      -  SECOND    CLASS I
 DP8763
 DP8763.The horizontal coordinates were established by autonomous hand held GPS
 DP8763.observations and have an estimated accuracy of +/- 10 meters.
 DP8763
 DP8763.The orthometric height was determined by differential leveling and
 DP8763.adjusted by the NATIONAL GEODETIC SURVEY
 DP8763.in February 2017.
 DP8763
 DP8763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8763.GEOID18 height accuracy estimate available here.
 DP8763
 DP8763.Click photographs - Photos may exist for this station.
 DP8763
 DP8763.The dynamic height is computed by dividing the NAVD 88
 DP8763.geopotential number by the normal gravity value computed on the
 DP8763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8763.degrees latitude (g = 980.6199 gals.).
 DP8763
 DP8763.The modeled gravity was interpolated from observed gravity values.
 DP8763
 DP8763;                    North         East    Units  Estimated Accuracy
 DP8763;SPC WI C     -   175,082.      730,067.      MT  (+/- 10 meters HH2 GPS)
 DP8763
 DP8763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9521927919(NAD 83)
 DP8763
 DP8763                          SUPERSEDED SURVEY CONTROL
 DP8763
 DP8763.No superseded survey control is available for this station.
 DP8763
 DP8763_MARKER: DD = SURVEY DISK
 DP8763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8763_STAMPING: 6K79 2012
 DP8763_MARK LOGO: WIDT
 DP8763_PROJECTION: FLUSH
 DP8763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8763+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2014
 DP8763
 DP8763  HISTORY     - Date     Condition        Report By
 DP8763  HISTORY     - 2012     MONUMENTED       WIDT
 DP8763  HISTORY     - 20141104 GOOD             WIDT
 DP8763
 DP8763                          STATION DESCRIPTION
 DP8763
 DP8763'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8763'THE STATION IS APPROXIMATELY 15.5 MI (24.9 KM) EAST-SOUTHEAST OF
 DP8763'WABENO, 11.5 MI (18.5 KM) WEST-SOUTHWEST OF ATHELSTANE AND 11.2 MI
 DP8763'(18.0 KM) NORTHEAST OF LAKEWOOD.
 DP8763'
 DP8763'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DP8763'HIGHWAY F ABOUT 16 MI (25.7 KM) EAST OF THE COMMUNITY OF WABENO, GO
 DP8763'EAST ON COUNTY HIGHWAY C FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DP8763'RIGHT.
 DP8763'
 DP8763'THE STATION IS 15.5 M (50.9 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8763'HIGHWAY C, 14.8 M (48.6 FT) EAST-NORTHEAST OF A POWER POLE -3417
 DP8763'26W3-, 7.4 M (24.3 FT) EAST OF THE CENTER OF A DRIVEWAY, 7.0 M (23.0
 DP8763'FT) SOUTH-SOUTHEAST OF EAST END OF A METAL CULVERT AND LOCATED IN THE
 DP8763'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8763'
 DP8763'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH AND TO THE SOUTH
 DP8763'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8763'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8763'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8763'LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8762 ***********************************************************************
 DP8762  DESIGNATION -  6K80
 DP8762  PID         -  DP8762
 DP8762  STATE/COUNTY-  WI/MARINETTE
 DP8762  COUNTRY     -  US
 DP8762  USGS QUAD   -  ROARING RAPIDS (2018)
 DP8762
 DP8762                         *CURRENT SURVEY CONTROL
 DP8762  ______________________________________________________________________
 DP8762* NAD 83(1986) POSITION- 45 23 18.50   (N) 088 18 31.64   (W)   HD_HELD1
 DP8762* NAVD 88 ORTHO HEIGHT -   315.630 (meters)     1035.53  (feet) ADJUSTED
 DP8762  ______________________________________________________________________
 DP8762  GEOID HEIGHT    -        -35.302 (meters)                     GEOID18
 DP8762  DYNAMIC HEIGHT  -        315.605 (meters)     1035.45  (feet) COMP
 DP8762  MODELED GRAVITY -    980,527.9   (mgal)                       NAVD 88
 DP8762
 DP8762  VERT ORDER      -  SECOND    CLASS I
 DP8762
 DP8762.The horizontal coordinates were determined by differentially corrected
 DP8762.hand held GPS observations or other comparable positioning techniques
 DP8762.and have an estimated accuracy of +/- 3 meters.
 DP8762
 DP8762.The orthometric height was determined by differential leveling and
 DP8762.adjusted by the NATIONAL GEODETIC SURVEY
 DP8762.in February 2017.
 DP8762
 DP8762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8762.GEOID18 height accuracy estimate available here.
 DP8762
 DP8762.Click photographs - Photos may exist for this station.
 DP8762
 DP8762.The dynamic height is computed by dividing the NAVD 88
 DP8762.geopotential number by the normal gravity value computed on the
 DP8762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8762.degrees latitude (g = 980.6199 gals.).
 DP8762
 DP8762.The modeled gravity was interpolated from observed gravity values.
 DP8762
 DP8762;                    North         East    Units  Estimated Accuracy
 DP8762;SPC WI C     -   174,189.5     732,430.4     MT  (+/- 3 meters HH1 GPS) 
 DP8762
 DP8762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9754626939(NAD 83)
 DP8762
 DP8762                          SUPERSEDED SURVEY CONTROL
 DP8762
 DP8762.No superseded survey control is available for this station.
 DP8762
 DP8762_MARKER: DD = SURVEY DISK
 DP8762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8762_STAMPING: 6K80 2012
 DP8762_MARK LOGO: WIDT
 DP8762_PROJECTION: FLUSH
 DP8762_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8762+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2014
 DP8762
 DP8762  HISTORY     - Date     Condition        Report By
 DP8762  HISTORY     - 2012     MONUMENTED       WIDT
 DP8762  HISTORY     - 20141104 GOOD             WIDT
 DP8762
 DP8762                          STATION DESCRIPTION
 DP8762
 DP8762'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8762'THE STATION IS APPROXIMATELY 18.4 MI (29.6 KM) NORTHWEST OF CRIVITZ,
 DP8762'11.9 MI (19.1 KM) NORTHEAST OF LAKEWOOD AND 10.6 M (34.8 FT)
 DP8762'WEST-SOUTHWEST OF ATHELSTANE.
 DP8762'
 DP8762'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DP8762'HIGHWAY F ABOUT 16 MI (25.7 KM) EAST OF THE COMMUNITY OF WABENO, GO
 DP8762'WINDING SOUTHEAST ON COUNTY HIGHWAY C FOR 1.7 MI (2.7 KM) TO KOSIR
 DP8762'LANE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8762'
 DP8762'THE STATION IS 10.1 M (33.1 FT) EAST OF THE CENTERLINE OF KOSIR LANE,
 DP8762'30 M (98.4 FT) SOUTH OF THE CENTER OF COUNTY HIGHWAY C, 21.1 M (69.2
 DP8762'FT) SOUTHEAST OF A -KOSIR LANE- SIGN, 11.6 M (38.1 FT) NORTH OF A
 DP8762'UTILITY JUNCTION BOX -A13A A1-, 9.5 M (31.2 FT) SOUTH-SOUTHWEST OF THE
 DP8762'SOUTH LEG OF A -KOSIR EXCAVATING- SIGN AND LOCATED IN THE CENTER OF A
 DP8762'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8762'
 DP8762'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8762'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8762'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8762'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8762'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8760 ***********************************************************************
 DP8760  DESIGNATION -  6K81
 DP8760  PID         -  DP8760
 DP8760  STATE/COUNTY-  WI/MARINETTE
 DP8760  COUNTRY     -  US
 DP8760  USGS QUAD   -  ROARING RAPIDS (2018)
 DP8760
 DP8760                         *CURRENT SURVEY CONTROL
 DP8760  ______________________________________________________________________
 DP8760* NAD 83(1986) POSITION- 45 24 02.9    (N) 088 15 13.4    (W)   HD_HELD2
 DP8760* NAVD 88 ORTHO HEIGHT -   316.527 (meters)     1038.47  (feet) ADJUSTED
 DP8760  ______________________________________________________________________
 DP8760  GEOID HEIGHT    -        -35.330 (meters)                     GEOID18
 DP8760  DYNAMIC HEIGHT  -        316.506 (meters)     1038.40  (feet) COMP
 DP8760  MODELED GRAVITY -    980,541.4   (mgal)                       NAVD 88
 DP8760
 DP8760  VERT ORDER      -  SECOND    CLASS I
 DP8760
 DP8760.The horizontal coordinates were established by autonomous hand held GPS
 DP8760.observations and have an estimated accuracy of +/- 10 meters.
 DP8760
 DP8760.The orthometric height was determined by differential leveling and
 DP8760.adjusted by the NATIONAL GEODETIC SURVEY
 DP8760.in February 2017.
 DP8760
 DP8760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8760.GEOID18 height accuracy estimate available here.
 DP8760
 DP8760.Click photographs - Photos may exist for this station.
 DP8760
 DP8760.The dynamic height is computed by dividing the NAVD 88
 DP8760.geopotential number by the normal gravity value computed on the
 DP8760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8760.degrees latitude (g = 980.6199 gals.).
 DP8760
 DP8760.The modeled gravity was interpolated from observed gravity values.
 DP8760
 DP8760;                    North         East    Units  Estimated Accuracy
 DP8760;SPC WI C     -   175,651.      736,712.      MT  (+/- 10 meters HH2 GPS)
 DP8760
 DP8760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0187828240(NAD 83)
 DP8760
 DP8760                          SUPERSEDED SURVEY CONTROL
 DP8760
 DP8760.No superseded survey control is available for this station.
 DP8760
 DP8760_MARKER: DD = SURVEY DISK
 DP8760_SETTING: 66 = SET IN ROCK OUTCROP
 DP8760_STAMPING: 6K81 2012
 DP8760_MARK LOGO: WIDT
 DP8760_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP8760+STABILITY: POSITION/ELEVATION WELL
 DP8760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8760+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2014
 DP8760
 DP8760  HISTORY     - Date     Condition        Report By
 DP8760  HISTORY     - 2012     MONUMENTED       WIDT
 DP8760  HISTORY     - 20141030 GOOD             WIDT
 DP8760
 DP8760                          STATION DESCRIPTION
 DP8760
 DP8760'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8760'THE STATION IS APPROXIMATELY 16.7 MI (26.9 KM) NORTHWEST OF CRIVITZ,
 DP8760'184.8 MI (297.3 KM) NORTHEAST OF LAKEWOOD AND 7.8 MI (12.6 KM)
 DP8760'WEST-SOUTHWEST OF ATHELSTANE.
 DP8760'
 DP8760'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DP8760'HIGHWAY I (PARKWAY ROAD), WHICH IS 0.2 MI (0.3 KM) EAST OF THE SILVER
 DP8760'CLIFF FIRE DEPARTMENT, GO EAST THEN NORTHEAST ON COUNTY HIGHWAY C FOR
 DP8760'1.2 MI (1.9 KM) TO CHESTNUT LANE ON THE LEFT AND THE STATION ON THE
 DP8760'LEFT.
 DP8760'
 DP8760'THE STATION IS 10.9 M (35.8 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DP8760'HIGHWAY C, 23.0 M (75.5 FT) SOUTHWEST OF THE CENTERLINE OF CHESTNUT
 DP8760'LANE, 35.4 M (116.1 FT) SOUTHWEST OF A UTILITY JUNCTION BOX -284951-,
 DP8760'32.8 M (107.6 FT) NORTH OF A POWER POLE -3418 28W30- AND 1.0 M (3.3
 DP8760'FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DP8760'
 DP8760'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 35
 DP8760'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8760'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8760'IN THE TOP OF A ROCK OUTCROP, APPROXIMATELY 1 M (3.3 FT) HIGHER THAN
 DP8760'THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8759 ***********************************************************************
 DP8759  DESIGNATION -  6K82
 DP8759  PID         -  DP8759
 DP8759  STATE/COUNTY-  WI/MARINETTE
 DP8759  COUNTRY     -  US
 DP8759  USGS QUAD   -  LEHMAN LAKE (2018)
 DP8759
 DP8759                         *CURRENT SURVEY CONTROL
 DP8759  ______________________________________________________________________
 DP8759* NAD 83(1986) POSITION- 45 24 07.1    (N) 088 13 21.2    (W)   HD_HELD2
 DP8759* NAVD 88 ORTHO HEIGHT -   310.662 (meters)     1019.23  (feet) ADJUSTED
 DP8759  ______________________________________________________________________
 DP8759  GEOID HEIGHT    -        -35.373 (meters)                     GEOID18
 DP8759  DYNAMIC HEIGHT  -        310.642 (meters)     1019.16  (feet) COMP
 DP8759  MODELED GRAVITY -    980,543.9   (mgal)                       NAVD 88
 DP8759
 DP8759  VERT ORDER      -  SECOND    CLASS I
 DP8759
 DP8759.The horizontal coordinates were established by autonomous hand held GPS
 DP8759.observations and have an estimated accuracy of +/- 10 meters.
 DP8759
 DP8759.The orthometric height was determined by differential leveling and
 DP8759.adjusted by the NATIONAL GEODETIC SURVEY
 DP8759.in February 2017.
 DP8759
 DP8759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8759.GEOID18 height accuracy estimate available here.
 DP8759
 DP8759.Click photographs - Photos may exist for this station.
 DP8759
 DP8759.The dynamic height is computed by dividing the NAVD 88
 DP8759.geopotential number by the normal gravity value computed on the
 DP8759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8759.degrees latitude (g = 980.6199 gals.).
 DP8759
 DP8759.The modeled gravity was interpolated from observed gravity values.
 DP8759
 DP8759;                    North         East    Units  Estimated Accuracy
 DP8759;SPC WI C     -   175,834.      739,149.      MT  (+/- 10 meters HH2 GPS)
 DP8759
 DP8759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0432028332(NAD 83)
 DP8759
 DP8759                          SUPERSEDED SURVEY CONTROL
 DP8759
 DP8759.No superseded survey control is available for this station.
 DP8759
 DP8759_MARKER: DD = SURVEY DISK
 DP8759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8759_STAMPING: 6K82 2012
 DP8759_MARK LOGO: WIDT
 DP8759_PROJECTION: FLUSH
 DP8759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8759+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2014
 DP8759
 DP8759  HISTORY     - Date     Condition        Report By
 DP8759  HISTORY     - 2012     MONUMENTED       WIDT
 DP8759  HISTORY     - 20141030 GOOD             WIDT
 DP8759
 DP8759                          STATION DESCRIPTION
 DP8759
 DP8759'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8759'THE STATION IS APPROXIMATELY 16.2 MI (26.1 KM) NORTHEAST OF LAKEWOOD,
 DP8759'15.8 M (51.8 FT) NORTHWEST OF CRIVITZ AND 6.3 MI (10.1 KM)
 DP8759'WEST-SOUTHWEST OF ATHELSTANE.
 DP8759'
 DP8759'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DP8759'HIGHWAY I (PARKWAY ROAD), WHICH IS 0.2 MI (0.3 KM) EAST OF THE SILVER
 DP8759'CLIFF FIRE DEPARTMENT, GO EAST ON COUNTY HIGHWAY C FOR 2.7 MI (4.3 KM)
 DP8759'TO CAMP 10 ROAD AND THE STATION ON THE RIGHT.
 DP8759'
 DP8759'THE STATION IS 11.0 M (36.1 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8759'HIGHWAY C, 11.1 M (36.4 FT) WEST OF THE CENTERLINE OF CAMP 10 ROAD,
 DP8759'22.4 M (73.5 FT) WEST OF A -CAMP 10 RD- SIGN, 14.1 M (46.3 FT)
 DP8759'NORTH-NORTHWEST OF A -DEAD END- SIGN AND LOCATED IN THE CENTER OF A
 DP8759'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8759'
 DP8759'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 40
 DP8759'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8759'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8759'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8759'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8757 ***********************************************************************
 DP8757  DESIGNATION -  6K83
 DP8757  PID         -  DP8757
 DP8757  STATE/COUNTY-  WI/MARINETTE
 DP8757  COUNTRY     -  US
 DP8757  USGS QUAD   -  LEHMAN LAKE (2018)
 DP8757
 DP8757                         *CURRENT SURVEY CONTROL
 DP8757  ______________________________________________________________________
 DP8757* NAD 83(1986) POSITION- 45 24 01.37   (N) 088 09 41.96   (W)   HD_HELD1
 DP8757* NAVD 88 ORTHO HEIGHT -   295.000 (meters)      967.85  (feet) ADJUSTED
 DP8757  ______________________________________________________________________
 DP8757  GEOID HEIGHT    -        -35.480 (meters)                     GEOID18
 DP8757  DYNAMIC HEIGHT  -        294.982 (meters)      967.79  (feet) COMP
 DP8757  MODELED GRAVITY -    980,546.0   (mgal)                       NAVD 88
 DP8757
 DP8757  VERT ORDER      -  SECOND    CLASS I
 DP8757
 DP8757.The horizontal coordinates were determined by differentially corrected
 DP8757.hand held GPS observations or other comparable positioning techniques
 DP8757.and have an estimated accuracy of +/- 3 meters.
 DP8757
 DP8757.The orthometric height was determined by differential leveling and
 DP8757.adjusted by the NATIONAL GEODETIC SURVEY
 DP8757.in February 2017.
 DP8757
 DP8757.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8757.GEOID18 height accuracy estimate available here.
 DP8757
 DP8757.Click photographs - Photos may exist for this station.
 DP8757
 DP8757.The dynamic height is computed by dividing the NAVD 88
 DP8757.geopotential number by the normal gravity value computed on the
 DP8757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8757.degrees latitude (g = 980.6199 gals.).
 DP8757
 DP8757.The modeled gravity was interpolated from observed gravity values.
 DP8757
 DP8757;                    North         East    Units  Estimated Accuracy
 DP8757;SPC WI C     -   175,763.0     743,919.8     MT  (+/- 3 meters HH1 GPS) 
 DP8757
 DP8757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0908328085(NAD 83)
 DP8757
 DP8757                          SUPERSEDED SURVEY CONTROL
 DP8757
 DP8757.No superseded survey control is available for this station.
 DP8757
 DP8757_MARKER: DD = SURVEY DISK
 DP8757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8757_STAMPING: 6K83 2012
 DP8757_MARK LOGO: WIDT
 DP8757_PROJECTION: FLUSH
 DP8757_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8757+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2014
 DP8757
 DP8757  HISTORY     - Date     Condition        Report By
 DP8757  HISTORY     - 2012     MONUMENTED       WIDT
 DP8757  HISTORY     - 20141030 GOOD             WIDT
 DP8757
 DP8757                          STATION DESCRIPTION
 DP8757
 DP8757'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8757'THE STATION IS APPROXIMATELY 22.5 MI (36.2 KM) SOUTHEAST OF ARMSTRONG
 DP8757'CREEK, 18.8 MI (30.2 KM) NORTHEAST OF LAKEWOOD AND 3.6 MI (5.8 KM)
 DP8757'SOUTHWEST OF ATHELSTANE.
 DP8757'
 DP8757'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF COUNTY HIGHWAY A
 DP8757'WITH COUNTY HIGHWAY C ABOUT 1.7 MI (2.7 KM) SOUTH OF THE COMMUNITY OF
 DP8757'ATHELSTANE, GO WEST ON COUNTY HIGHWAY C FOR 3.0 MI (4.8 KM) TO DEER
 DP8757'LAKE ROAD ON THE LEFT.  CONTINUE WEST ON COUNTY HIGHWAY C FOR 0.05 MI
 DP8757'(0.1 KM) TO THE STATION ON THE LEFT.
 DP8757'
 DP8757'THE STATION IS 7.0 M (23.0 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8757'HIGHWAY C, 71.5 M (234.6 FT) WEST OF THE CENTER OF DEER LAKE ROAD,
 DP8757'40.1 M (131.6 FT) WEST-NORTHWEST OF A POWER POLE -3419 30E11-, 28.7 M
 DP8757'(94.2 FT) EAST-NORTHEAST OF A POWER POLE -3419 30E2-, 25.0 M (82.0 FT)
 DP8757'WEST-NORTHWEST OF A UTILITY JUNCTION BOX -309950- AND LOCATED BETWEEN
 DP8757'TWO WHITE PLASTIC WITNESS POSTS.
 DP8757'
 DP8757'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8757'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST AND TO THE
 DP8757'NORTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8757'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8757'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8757'POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8756 ***********************************************************************
 DP8756  DESIGNATION -  6K84
 DP8756  PID         -  DP8756
 DP8756  STATE/COUNTY-  WI/MARINETTE
 DP8756  COUNTRY     -  US
 DP8756  USGS QUAD   -  LEHMAN LAKE (2018)
 DP8756
 DP8756                         *CURRENT SURVEY CONTROL
 DP8756  ______________________________________________________________________
 DP8756* NAD 83(1986) POSITION- 45 23 58.5    (N) 088 07 34.3    (W)   HD_HELD2
 DP8756* NAVD 88 ORTHO HEIGHT -   292.645 (meters)      960.12  (feet) ADJUSTED
 DP8756  ______________________________________________________________________
 DP8756  GEOID HEIGHT    -        -35.545 (meters)                     GEOID18
 DP8756  DYNAMIC HEIGHT  -        292.627 (meters)      960.06  (feet) COMP
 DP8756  MODELED GRAVITY -    980,548.9   (mgal)                       NAVD 88
 DP8756
 DP8756  VERT ORDER      -  SECOND    CLASS I
 DP8756
 DP8756.The horizontal coordinates were established by autonomous hand held GPS
 DP8756.observations and have an estimated accuracy of +/- 10 meters.
 DP8756
 DP8756.The orthometric height was determined by differential leveling and
 DP8756.adjusted by the NATIONAL GEODETIC SURVEY
 DP8756.in February 2017.
 DP8756
 DP8756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8756.GEOID18 height accuracy estimate available here.
 DP8756
 DP8756.Click photographs - Photos may exist for this station.
 DP8756
 DP8756.The dynamic height is computed by dividing the NAVD 88
 DP8756.geopotential number by the normal gravity value computed on the
 DP8756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8756.degrees latitude (g = 980.6199 gals.).
 DP8756
 DP8756.The modeled gravity was interpolated from observed gravity values.
 DP8756
 DP8756;                    North         East    Units  Estimated Accuracy
 DP8756;SPC WI C     -   175,738.      746,698.      MT  (+/- 10 meters HH2 GPS)
 DP8756
 DP8756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1185727957(NAD 83)
 DP8756
 DP8756                          SUPERSEDED SURVEY CONTROL
 DP8756
 DP8756.No superseded survey control is available for this station.
 DP8756
 DP8756_MARKER: DD = SURVEY DISK
 DP8756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8756_STAMPING: 6K84 2012
 DP8756_MARK LOGO: WIDT
 DP8756_PROJECTION: FLUSH
 DP8756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8756+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2014
 DP8756
 DP8756  HISTORY     - Date     Condition        Report By
 DP8756  HISTORY     - 2012     MONUMENTED       WIDT
 DP8756  HISTORY     - 20141030 GOOD             WIDT
 DP8756
 DP8756                          STATION DESCRIPTION
 DP8756
 DP8756'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8756'THE STATION IS APPROXIMATELY 20.6 MI (33.1 KM) NORTHEAST OF LAKEWOOD,
 DP8756'19.5 MI (31.4 KM) SOUTHEAST OF GOODMAN AND 2.2 MI (3.5 KM) SOUTHWEST
 DP8756'OF ATHELSTANE.
 DP8756'
 DP8756'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF COUNTY HIGHWAY A
 DP8756'WITH COUNTY HIGHWAY C ABOUT 1.7 MI (2.7 KM) SOUTH OF THE COMMUNITY OF
 DP8756'ATHELSTANE, GO WEST ON COUNTY HIGHWAY C FOR 1.2 MI (1.9 KM) TO MELODY
 DP8756'ROAD ON THE LEFT.  CONTINUE WEST ON COUNTY HIGHWAY C FOR 0.05 MI (0.1
 DP8756'KM) TO STATION ON THE RIGHT.
 DP8756'
 DP8756'THE STATION IS 9.4 M (30.8 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8756'HIGHWAY C, 20.4 M (66.9 FT) NORTHEAST OF A POWER POLE -3419 28E8-,
 DP8756'14.4 M (47.2 FT) WEST OF THE CENTER OF A DRIVEWAY -W10618- AND LOCATED
 DP8756'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP8756'POSTS.
 DP8756'
 DP8756'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 40
 DP8756'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8756'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8756'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8756'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8754 ***********************************************************************
 DP8754  DESIGNATION -  6K85
 DP8754  PID         -  DP8754
 DP8754  STATE/COUNTY-  WI/MARINETTE
 DP8754  COUNTRY     -  US
 DP8754  USGS QUAD   -  ATHELSTANE (2018)
 DP8754
 DP8754                         *CURRENT SURVEY CONTROL
 DP8754  ______________________________________________________________________
 DP8754* NAD 83(1986) POSITION- 45 25 36.58   (N) 088 05 13.31   (W)   HD_HELD1
 DP8754* NAVD 88 ORTHO HEIGHT -   283.228 (meters)      929.22  (feet) ADJUSTED
 DP8754  ______________________________________________________________________
 DP8754  GEOID HEIGHT    -        -35.566 (meters)                     GEOID18
 DP8754  DYNAMIC HEIGHT  -        283.211 (meters)      929.17  (feet) COMP
 DP8754  MODELED GRAVITY -    980,548.6   (mgal)                       NAVD 88
 DP8754
 DP8754  VERT ORDER      -  SECOND    CLASS I
 DP8754
 DP8754.The horizontal coordinates were determined by differentially corrected
 DP8754.hand held GPS observations or other comparable positioning techniques
 DP8754.and have an estimated accuracy of +/- 3 meters.
 DP8754
 DP8754.The orthometric height was determined by differential leveling and
 DP8754.adjusted by the NATIONAL GEODETIC SURVEY
 DP8754.in February 2017.
 DP8754
 DP8754.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8754.GEOID18 height accuracy estimate available here.
 DP8754
 DP8754.Click photographs - Photos may exist for this station.
 DP8754
 DP8754.The dynamic height is computed by dividing the NAVD 88
 DP8754.geopotential number by the normal gravity value computed on the
 DP8754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8754.degrees latitude (g = 980.6199 gals.).
 DP8754
 DP8754.The modeled gravity was interpolated from observed gravity values.
 DP8754
 DP8754;                    North         East    Units  Estimated Accuracy
 DP8754;SPC WI C     -   178,836.4     749,691.7     MT  (+/- 3 meters HH1 GPS) 
 DP8754
 DP8754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1496330942(NAD 83)
 DP8754
 DP8754                          SUPERSEDED SURVEY CONTROL
 DP8754
 DP8754.No superseded survey control is available for this station.
 DP8754
 DP8754_MARKER: DD = SURVEY DISK
 DP8754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8754_STAMPING: 6K85 2012
 DP8754_MARK LOGO: WIDT
 DP8754_PROJECTION: FLUSH
 DP8754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8754+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP8754
 DP8754  HISTORY     - Date     Condition        Report By
 DP8754  HISTORY     - 2012     MONUMENTED       WIDT
 DP8754  HISTORY     - 20141029 GOOD             WIDT
 DP8754
 DP8754                          STATION DESCRIPTION
 DP8754
 DP8754'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8754'THE STATION IS APPROXIMATELY 7.6 MI (12.2 KM) NORTHWEST OF CRIVITZ,
 DP8754'6.9 MI (11.1 KM) SOUTHWEST OF AMBERG AND 0.5 MI (0.8 KM) NORTHEAST OF
 DP8754'ATHELSTANE.
 DP8754'
 DP8754'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DP8754'HIGHWAY V ABOUT 3 MI (4.8 KM) EAST OF THE COMMUNITY OF ATHELSTANE, GO
 DP8754'WEST ON COUNTY HIGHWAY C FOR 2.0 MI (3.2 KM) TO MATHIS LAKE ROAD.
 DP8754'CONTINUE WEST ON COUNTY HIGHWAY C FOR 0.45 MI (0.7 KM) TO THE STATION
 DP8754'ON THE LEFT.
 DP8754'
 DP8754'THE STATION IS 10.6 M (34.8 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8754'HIGHWAY C, 77 M (252.6 FT) EAST OF THE EXTENDED CENTER OF FLOM ROAD,
 DP8754'5.3 M (17.4 FT) WEST-NORTHWEST OF A UTILITY JUNCTION BOX -D 7-, 4.2 M
 DP8754'(13.8 FT) EAST-NORTHEAST OF A UTILITY JUNCTION BOX, 1 M (3.3 FT) EAST
 DP8754'OF THE EXTENDED CENTER OF A GRAVEL DRIVEWAY NORTH AND LOCATED IN THE
 DP8754'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8754'
 DP8754'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8754'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8754'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8754'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8754'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8753 ***********************************************************************
 DP8753  DESIGNATION -  6K86
 DP8753  PID         -  DP8753
 DP8753  STATE/COUNTY-  WI/MARINETTE
 DP8753  COUNTRY     -  US
 DP8753  USGS QUAD   -  ATHELSTANE (2018)
 DP8753
 DP8753                         *CURRENT SURVEY CONTROL
 DP8753  ______________________________________________________________________
 DP8753* NAD 83(1986) POSITION- 45 25 35.8    (N) 088 03 26.5    (W)   HD_HELD2
 DP8753* NAVD 88 ORTHO HEIGHT -   287.387 (meters)      942.87  (feet) ADJUSTED
 DP8753  ______________________________________________________________________
 DP8753  GEOID HEIGHT    -        -35.617 (meters)                     GEOID18
 DP8753  DYNAMIC HEIGHT  -        287.370 (meters)      942.81  (feet) COMP
 DP8753  MODELED GRAVITY -    980,549.3   (mgal)                       NAVD 88
 DP8753
 DP8753  VERT ORDER      -  SECOND    CLASS I
 DP8753
 DP8753.The horizontal coordinates were established by autonomous hand held GPS
 DP8753.observations and have an estimated accuracy of +/- 10 meters.
 DP8753
 DP8753.The orthometric height was determined by differential leveling and
 DP8753.adjusted by the NATIONAL GEODETIC SURVEY
 DP8753.in February 2017.
 DP8753
 DP8753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8753.GEOID18 height accuracy estimate available here.
 DP8753
 DP8753.Click photographs - Photos may exist for this station.
 DP8753
 DP8753.The dynamic height is computed by dividing the NAVD 88
 DP8753.geopotential number by the normal gravity value computed on the
 DP8753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8753.degrees latitude (g = 980.6199 gals.).
 DP8753
 DP8753.The modeled gravity was interpolated from observed gravity values.
 DP8753
 DP8753;                    North         East    Units  Estimated Accuracy
 DP8753;SPC WI C     -   178,867.      752,014.      MT  (+/- 10 meters HH2 GPS)
 DP8753
 DP8753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1728430886(NAD 83)
 DP8753
 DP8753                          SUPERSEDED SURVEY CONTROL
 DP8753
 DP8753.No superseded survey control is available for this station.
 DP8753
 DP8753_MARKER: DD = SURVEY DISK
 DP8753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8753_STAMPING: 6K86 2012
 DP8753_MARK LOGO: WIDT
 DP8753_PROJECTION: FLUSH
 DP8753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8753+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP8753
 DP8753  HISTORY     - Date     Condition        Report By
 DP8753  HISTORY     - 2012     MONUMENTED       WIDT
 DP8753  HISTORY     - 20141029 GOOD             WIDT
 DP8753
 DP8753                          STATION DESCRIPTION
 DP8753
 DP8753'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8753'THE STATION IS APPROXIMATELY 6.5 MI (10.5 KM) NORTHWEST OF CRIVITZ,
 DP8753'6.1 MI (9.8 KM) SOUTHWEST OF AMBERG AND 1.9 MI (3.1 KM) EAST OF
 DP8753'ATHELSTANE.
 DP8753'
 DP8753'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DP8753'HIGHWAY V ABOUT 3 MI (4.8 KM) EAST OF THE COMMUNITY OF ATHELSTANE, GO
 DP8753'WEST ON COUNTY HIGHWAY C FOR 1.1 MI (1.8 KM) TO PALMER ROAD ON THE
 DP8753'RIGHT.  TURN RIGHT AND GO NORTH ON PALMER ROAD FOR 0.05 MI (0.1 KM) TO
 DP8753'THE STATION ON THE RIGHT.
 DP8753'
 DP8753'THE STATION IS 6.6 M (21.7 FT) EAST OF THE CENTERLINE OF PALMER ROAD,
 DP8753'98.5 M (323.2 FT) NORTH OF THE CENTER OF COUNTY HIGHWAY C, 53.8 M
 DP8753'(176.5 FT) NORTH OF A UTILITY JUNCTION BOX -070050-, 50.1 M (164.4 FT)
 DP8753'SOUTH OF AN ELECTRIC TRANSFORMER, 19 M (62.3 FT) SOUTH OF THE CENTER
 DP8753'OF A GRASS DRIVEWAY -W9269- AND LOCATED BETWEEN TWO WHITE PLASTIC
 DP8753'WITNESS POSTS.
 DP8753'
 DP8753'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8753'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8753'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8753'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8753'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8751 ***********************************************************************
 DP8751  DESIGNATION -  6K87
 DP8751  PID         -  DP8751
 DP8751  STATE/COUNTY-  WI/MARINETTE
 DP8751  COUNTRY     -  US
 DP8751  USGS QUAD   -  ATHELSTANE (2018)
 DP8751
 DP8751                         *CURRENT SURVEY CONTROL
 DP8751  ______________________________________________________________________
 DP8751* NAD 83(1986) POSITION- 45 24 54.27   (N) 088 00 54.93   (W)   HD_HELD1
 DP8751* NAVD 88 ORTHO HEIGHT -   261.657 (meters)      858.45  (feet) ADJUSTED
 DP8751  ______________________________________________________________________
 DP8751  GEOID HEIGHT    -        -35.710 (meters)                     GEOID18
 DP8751  DYNAMIC HEIGHT  -        261.642 (meters)      858.40  (feet) COMP
 DP8751  MODELED GRAVITY -    980,551.7   (mgal)                       NAVD 88
 DP8751
 DP8751  VERT ORDER      -  SECOND    CLASS I
 DP8751
 DP8751.The horizontal coordinates were determined by differentially corrected
 DP8751.hand held GPS observations or other comparable positioning techniques
 DP8751.and have an estimated accuracy of +/- 3 meters.
 DP8751
 DP8751.The orthometric height was determined by differential leveling and
 DP8751.adjusted by the NATIONAL GEODETIC SURVEY
 DP8751.in February 2017.
 DP8751
 DP8751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8751.GEOID18 height accuracy estimate available here.
 DP8751
 DP8751.Click photographs - Photos may exist for this station.
 DP8751
 DP8751.The dynamic height is computed by dividing the NAVD 88
 DP8751.geopotential number by the normal gravity value computed on the
 DP8751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8751.degrees latitude (g = 980.6199 gals.).
 DP8751
 DP8751.The modeled gravity was interpolated from observed gravity values.
 DP8751
 DP8751;                    North         East    Units  Estimated Accuracy
 DP8751;SPC WI C     -   177,665.4     755,338.8     MT  (+/- 3 meters HH1 GPS) 
 DP8751
 DP8751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2056229562(NAD 83)
 DP8751
 DP8751                          SUPERSEDED SURVEY CONTROL
 DP8751
 DP8751.No superseded survey control is available for this station.
 DP8751
 DP8751_MARKER: DD = SURVEY DISK
 DP8751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8751_STAMPING: 6K87 2012
 DP8751_MARK LOGO: WIDT
 DP8751_PROJECTION: FLUSH
 DP8751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8751+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP8751
 DP8751  HISTORY     - Date     Condition        Report By
 DP8751  HISTORY     - 2012     MONUMENTED       WIDT
 DP8751  HISTORY     - 20141029 GOOD             WIDT
 DP8751
 DP8751                          STATION DESCRIPTION
 DP8751
 DP8751'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8751'THE STATION IS APPROXIMATELY 6.1 MI (9.8 KM) SOUTHWEST OF AMBERG, 4.1
 DP8751'MI (6.6 KM) NORTHWEST OF WAUSAUKEE AND 3.9 MI (6.3 KM) EAST-SOUTHEAST
 DP8751'OF ATHELSTANE.
 DP8751'
 DP8751'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DP8751'HIGHWAY V ABOUT 3 MI (4.8 KM) EAST OF THE COMMUNITY OF ATHELSTANE, GO
 DP8751'EAST CURVING SOUTHEAST ON COUNTY HIGHWAY C FOR 1.1 MI (1.8 KM) TO
 DP8751'MORGAN LAKE DRIVE ON THE LEFT.  CONTINUE SOUTHEAST ON COUNTY HIGHWAY C
 DP8751'FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT.
 DP8751'
 DP8751'THE STATION IS 13.2 M (43.3 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DP8751'HIGHWAY C, 28.8 M (94.5 FT) NORTHEAST OF A -RIGHT CURVE- SIGN, 27.0 M
 DP8751'(88.6 FT) EAST OF A POWER POLE -3420 16L4- AND LOCATED IN THE CENTER
 DP8751'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8751'
 DP8751'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8751'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8751'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8751'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8751'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8750 ***********************************************************************
 DP8750  DESIGNATION -  6K88
 DP8750  PID         -  DP8750
 DP8750  STATE/COUNTY-  WI/MARINETTE
 DP8750  COUNTRY     -  US
 DP8750  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 DP8750
 DP8750                         *CURRENT SURVEY CONTROL
 DP8750  ______________________________________________________________________
 DP8750* NAD 83(1986) POSITION- 45 23 46.71   (N) 087 59 31.94   (W)   HD_HELD1
 DP8750* NAVD 88 ORTHO HEIGHT -   253.078 (meters)      830.31  (feet) ADJUSTED
 DP8750  ______________________________________________________________________
 DP8750  GEOID HEIGHT    -        -35.790 (meters)                     GEOID18
 DP8750  DYNAMIC HEIGHT  -        253.064 (meters)      830.26  (feet) COMP
 DP8750  MODELED GRAVITY -    980,554.0   (mgal)                       NAVD 88
 DP8750
 DP8750  VERT ORDER      -  SECOND    CLASS I
 DP8750
 DP8750.The horizontal coordinates were determined by differentially corrected
 DP8750.hand held GPS observations or other comparable positioning techniques
 DP8750.and have an estimated accuracy of +/- 3 meters.
 DP8750
 DP8750.The orthometric height was determined by differential leveling and
 DP8750.adjusted by the NATIONAL GEODETIC SURVEY
 DP8750.in February 2017.
 DP8750
 DP8750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8750.GEOID18 height accuracy estimate available here.
 DP8750
 DP8750.Click photographs - Photos may exist for this station.
 DP8750
 DP8750.The dynamic height is computed by dividing the NAVD 88
 DP8750.geopotential number by the normal gravity value computed on the
 DP8750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8750.degrees latitude (g = 980.6199 gals.).
 DP8750
 DP8750.The modeled gravity was interpolated from observed gravity values.
 DP8750
 DP8750;                    North         East    Units  Estimated Accuracy
 DP8750;SPC WI C     -   175,624.7     757,194.2     MT  (+/- 3 meters HH1 GPS) 
 DP8750
 DP8750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2234027455(NAD 83)
 DP8750
 DP8750                          SUPERSEDED SURVEY CONTROL
 DP8750
 DP8750.No superseded survey control is available for this station.
 DP8750
 DP8750_MARKER: DD = SURVEY DISK
 DP8750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8750_STAMPING: 6K88 2012
 DP8750_MARK LOGO: WIDT
 DP8750_PROJECTION: FLUSH
 DP8750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8750+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2014
 DP8750
 DP8750  HISTORY     - Date     Condition        Report By
 DP8750  HISTORY     - 2012     MONUMENTED       WIDT
 DP8750  HISTORY     - 20141028 GOOD             WIDT
 DP8750
 DP8750                          STATION DESCRIPTION
 DP8750
 DP8750'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8750'THE STATION IS APPROXIMATELY 7.3 MI (11.7 KM) SOUTHWEST OF AMBERG, 5.4
 DP8750'MI (8.7 KM) SOUTHEAST OF ATHELSTANE AND 2.6 MI (4.2 KM) NORTHWEST OF
 DP8750'WAUSAUKEE.
 DP8750'
 DP8750'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8750'HIGHWAY C IN THE VILLAGE OF WAUSAUKEE, GO NORTHWEST ON COUNTY HIGHWAY
 DP8750'C FOR 2.2 MI (3.5 KM) TO BEILAK ROAD ON THE LEFT AND THE STATION ON
 DP8750'THE RIGHT.
 DP8750'
 DP8750'THE STATION IS 10.1 M (33.1 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DP8750'HIGHWAY C, AT THE EXTENDED CENTERLINE OF BEILAK ROAD, 22.1 M (72.5 FT)
 DP8750'NORTHEAST OF A POWER POLE -40 15 A R- WITH A GUY WIRE, 9 M (29.5 FT)
 DP8750'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND LOCATED IN THE CENTER
 DP8750'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8750'
 DP8750'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8750'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTHWEST EXTENDING
 DP8750'TO 30 DEGREES AND A TREE LINE TO THE SOUTHWEST EXTENDING TO 20 DEGREES
 DP8750'ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8750'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8750'A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD
 DP8750'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8749 ***********************************************************************
 DP8749  DESIGNATION -  6K89
 DP8749  PID         -  DP8749
 DP8749  STATE/COUNTY-  WI/MARINETTE
 DP8749  COUNTRY     -  US
 DP8749  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 DP8749
 DP8749                         *CURRENT SURVEY CONTROL
 DP8749  ______________________________________________________________________
 DP8749* NAD 83(1986) POSITION- 45 23 07.52   (N) 087 58 16.45   (W)   HD_HELD1
 DP8749* NAVD 88 ORTHO HEIGHT -   232.444 (meters)      762.61  (feet) ADJUSTED
 DP8749  ______________________________________________________________________
 DP8749  GEOID HEIGHT    -        -35.857 (meters)                     GEOID18
 DP8749  DYNAMIC HEIGHT  -        232.431 (meters)      762.57  (feet) COMP
 DP8749  MODELED GRAVITY -    980,554.9   (mgal)                       NAVD 88
 DP8749
 DP8749  VERT ORDER      -  SECOND    CLASS I
 DP8749
 DP8749.The horizontal coordinates were determined by differentially corrected
 DP8749.hand held GPS observations or other comparable positioning techniques
 DP8749.and have an estimated accuracy of +/- 3 meters.
 DP8749
 DP8749.The orthometric height was determined by differential leveling and
 DP8749.adjusted by the NATIONAL GEODETIC SURVEY
 DP8749.in February 2017.
 DP8749
 DP8749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8749.GEOID18 height accuracy estimate available here.
 DP8749
 DP8749.Click photographs - Photos may exist for this station.
 DP8749
 DP8749.The dynamic height is computed by dividing the NAVD 88
 DP8749.geopotential number by the normal gravity value computed on the
 DP8749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8749.degrees latitude (g = 980.6199 gals.).
 DP8749
 DP8749.The modeled gravity was interpolated from observed gravity values.
 DP8749
 DP8749;                    North         East    Units  Estimated Accuracy
 DP8749;SPC WI C     -   174,456.0     758,865.9     MT  (+/- 3 meters HH1 GPS) 
 DP8749
 DP8749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2396626226(NAD 83)
 DP8749
 DP8749                          SUPERSEDED SURVEY CONTROL
 DP8749
 DP8749.No superseded survey control is available for this station.
 DP8749
 DP8749_MARKER: DD = SURVEY DISK
 DP8749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8749_STAMPING: 6K89 2012
 DP8749_MARK LOGO: WIDT
 DP8749_PROJECTION: FLUSH
 DP8749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8749+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2014
 DP8749
 DP8749  HISTORY     - Date     Condition        Report By
 DP8749  HISTORY     - 2012     MONUMENTED       WIDT
 DP8749  HISTORY     - 20141028 GOOD             WIDT
 DP8749
 DP8749                          STATION DESCRIPTION
 DP8749
 DP8749'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8749'THE STATION IS APPROXIMATELY 8.2 MI (13.2 KM) SOUTH OF AMBERG, 6.6 MI
 DP8749'(10.6 KM) SOUTHEAST OF ATHELSTANE AND 1.1 MI (1.8 KM) NORTHWEST OF
 DP8749'WAUSAUKEE.
 DP8749'
 DP8749'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8749'HIGHWAY C IN THE VILLAGE OF WAUSAUKEE, GO NORTHWEST ON COUNTY HIGHWAY
 DP8749'C FOR 0.6 MI (1.0 KM) TO FAXTON STREET ON THE LEFT.  CONTINUE WEST ON
 DP8749'COUNTY HIGHWAY C FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DP8749'
 DP8749'THE STATION IS 10.5 M (34.4 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8749'HIGHWAY C, 33.4 M (109.6 FT) NORTHEAST OF A POWER POLE -43CC35-, 13.6
 DP8749'M (44.6 FT) WEST OF A UTILITY JUNCTION BOX -263260-, 6.4 M (21.0 FT)
 DP8749'WEST OF THE CENTER OF A FIELD ENTRANCE AND LOCATED IN THE CENTER OF A
 DP8749'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8749'
 DP8749'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8749'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8749'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8749'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8749'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8609 ***********************************************************************
 DP8609  DESIGNATION -  6L05
 DP8609  PID         -  DP8609
 DP8609  STATE/COUNTY-  WI/MARINETTE
 DP8609  COUNTRY     -  US
 DP8609  USGS QUAD   -  COLEMAN (2018)
 DP8609
 DP8609                         *CURRENT SURVEY CONTROL
 DP8609  ______________________________________________________________________
 DP8609* NAD 83(1986) POSITION- 45 03 15.91   (N) 088 02 38.62   (W)   HD_HELD1
 DP8609* NAVD 88 ORTHO HEIGHT -   218.802 (meters)      717.85  (feet) ADJUSTED
 DP8609  ______________________________________________________________________
 DP8609  GEOID HEIGHT    -        -36.327 (meters)                     GEOID18
 DP8609  DYNAMIC HEIGHT  -        218.782 (meters)      717.79  (feet) COMP
 DP8609  MODELED GRAVITY -    980,520.5   (mgal)                       NAVD 88
 DP8609
 DP8609  VERT ORDER      -  SECOND    CLASS I
 DP8609
 DP8609.The horizontal coordinates were determined by differentially corrected
 DP8609.hand held GPS observations or other comparable positioning techniques
 DP8609.and have an estimated accuracy of +/- 3 meters.
 DP8609
 DP8609.The orthometric height was determined by differential leveling and
 DP8609.adjusted by the NATIONAL GEODETIC SURVEY
 DP8609.in February 2017.
 DP8609
 DP8609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8609.GEOID18 height accuracy estimate available here.
 DP8609
 DP8609.Click photographs - Photos may exist for this station.
 DP8609
 DP8609.The dynamic height is computed by dividing the NAVD 88
 DP8609.geopotential number by the normal gravity value computed on the
 DP8609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8609.degrees latitude (g = 980.6199 gals.).
 DP8609
 DP8609.The modeled gravity was interpolated from observed gravity values.
 DP8609
 DP8609;                    North         East    Units  Estimated Accuracy
 DP8609;SPC WI C     -   137,541.9     754,050.2     MT  (+/- 3 meters HH1 GPS) 
 DP8609
 DP8609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1778989525(NAD 83)
 DP8609
 DP8609                          SUPERSEDED SURVEY CONTROL
 DP8609
 DP8609.No superseded survey control is available for this station.
 DP8609
 DP8609_MARKER: DD = SURVEY DISK
 DP8609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8609_STAMPING: 6L05 2012
 DP8609_MARK LOGO: WIDT
 DP8609_PROJECTION: PROJECTING 8 CENTIMETERS
 DP8609_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8609+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2016
 DP8609
 DP8609  HISTORY     - Date     Condition        Report By
 DP8609  HISTORY     - 2012     MONUMENTED       WIDT
 DP8609  HISTORY     - 20141107 GOOD             WIDT
 DP8609  HISTORY     - 20161103 GOOD             WIDT
 DP8609
 DP8609                          STATION DESCRIPTION
 DP8609
 DP8609'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8609'THE STATION IS APPROXIMATELY 14.5 MI (23.3 KM) WEST OF PESHTIGO, 7.2
 DP8609'MI (11.6 KM) NORTH OF LENA AND ABOUT 3 MI (4.8 KM) SOUTH OF POUND.
 DP8609'
 DP8609'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH BUSINESS
 DP8609'US HIGHWAY 141 AND COUNTY HIGHWAY B JUST SOUTHWEST OF THE VILLAGE OF
 DP8609'COLEMAN, GO NORTHEAST ON BUSINESS US HIGHWAY 141 FOR 0.15 MI (0.2 KM)
 DP8609'TO DOUBLE R ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON DOUBLE R
 DP8609'ROAD FOR 0.45 MI (0.7 KM) TO THE END OF A CUL-DE-SAC DRIVE AND THE
 DP8609'STATION ON THE RIGHT.
 DP8609'
 DP8609'THE STATION IS 7.5 M (24.6 FT) WEST OF THE CENTERLINE DOUBLE R ROAD,
 DP8609'11.1 M (36.4 FT) NORTH-NORTHWEST OF THE NORTHWEST END OF A METAL
 DP8609'GUARDRAIL, 4.6 M (15.1 FT) EAST OF A RIGHT-OF-WAY FENCE LINE AND
 DP8609'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8609'WITNESS POSTS.
 DP8609'
 DP8609'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8609'DEGREED ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8609'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8609'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8609'WITH THE ROAD GRADE.
 DP8609
 DP8609                          STATION RECOVERY (2016)
 DP8609
 DP8609'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DP8609'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2431 ***********************************************************************
 DQ2431  DESIGNATION -  6L06
 DQ2431  PID         -  DQ2431
 DQ2431  STATE/COUNTY-  WI/MARINETTE
 DQ2431  COUNTRY     -  US
 DQ2431  USGS QUAD   -  COLEMAN (2018)
 DQ2431
 DQ2431                         *CURRENT SURVEY CONTROL
 DQ2431  ______________________________________________________________________
 DQ2431* NAD 83(1986) POSITION- 45 03 54.8    (N) 088 01 17.4    (W)   HD_HELD2
 DQ2431* NAVD 88 ORTHO HEIGHT -   211.042 (meters)      692.39  (feet) ADJUSTED
 DQ2431  ______________________________________________________________________
 DQ2431  GEOID HEIGHT    -        -36.327 (meters)                     GEOID18
 DQ2431  DYNAMIC HEIGHT  -        211.023 (meters)      692.33  (feet) COMP
 DQ2431  MODELED GRAVITY -    980,524.6   (mgal)                       NAVD 88
 DQ2431
 DQ2431  VERT ORDER      -  SECOND    CLASS I
 DQ2431
 DQ2431.The horizontal coordinates were established by autonomous hand held GPS
 DQ2431.observations and have an estimated accuracy of +/- 10 meters.
 DQ2431
 DQ2431.The orthometric height was determined by differential leveling and
 DQ2431.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2431.in February 2017.
 DQ2431
 DQ2431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2431.GEOID18 height accuracy estimate available here.
 DQ2431
 DQ2431.Click photographs - Photos may exist for this station.
 DQ2431
 DQ2431.The dynamic height is computed by dividing the NAVD 88
 DQ2431.geopotential number by the normal gravity value computed on the
 DQ2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2431.degrees latitude (g = 980.6199 gals.).
 DQ2431
 DQ2431.The modeled gravity was interpolated from observed gravity values.
 DQ2431
 DQ2431;                    North         East    Units  Estimated Accuracy
 DQ2431;SPC WI C     -   138,785.      755,798.      MT  (+/- 10 meters HH2 GPS)
 DQ2431
 DQ2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1958190703(NAD 83)
 DQ2431
 DQ2431                          SUPERSEDED SURVEY CONTROL
 DQ2431
 DQ2431.No superseded survey control is available for this station.
 DQ2431
 DQ2431_MARKER: DD = SURVEY DISK
 DQ2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2431_STAMPING: 6L06 2007
 DQ2431_MARK LOGO: WIDT
 DQ2431_PROJECTION: FLUSH
 DQ2431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2431+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2015
 DQ2431
 DQ2431  HISTORY     - Date     Condition        Report By
 DQ2431  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2431  HISTORY     - 20150821 GOOD             WIDT
 DQ2431
 DQ2431                          STATION DESCRIPTION
 DQ2431
 DQ2431'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2431'THE STATION IS 13 MI (20.9 KM) WEST OF PESHTIGO, 8 MI (12.9 KM) NORTH
 DQ2431'OF LENA AND 1 MI (1.6 KM) EAST OF THE VILLAGE OF COLEMAN.
 DQ2431'
 DQ2431'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DQ2431'HIGHWAY B (MAIN STREET) IN THE VILLAGE OF COLEMAN, GO EAST ON COUNTY
 DQ2431'HIGHWAY B (MAIN STREET) FOR 0.8 MI (1.3 KM) TO BELGIUM ROAD ON THE
 DQ2431'RIGHT.  CONTINUE EAST ON COUNTY HIGHWAY B FOR 0.1 MI (0.2 KM) TO THE
 DQ2431'TOWN OF POUND TOWN HALL -W8484- ON THE LEFT AND THE STATION ON THE
 DQ2431'LEFT.
 DQ2431'
 DQ2431'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2431'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2431'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2431'STATION IS 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DQ2431'B, 33 M (108.3 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DQ2431'POUND TOWN HALL BUILDING, 19.6 M (64.3 FT) WEST OF A POWER POLE -3020
 DQ2431'13L20- WITH A LIGHT, 12 M (39.4 FT) EAST OF THE CENTER OF THE MIDDLE
 DQ2431'ONE OF THREE ACCESS DRIVEWAYS FOR THE POUND TOWN HALL AND GARAGE
 DQ2431'FACILITY, 1.0 M (3.3 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT FOR THE
 DQ2431'PARKING LOT AND 0.3 M (1.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DQ2431'
 DQ2431'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2431'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST EXTENDING TO 25
 DQ2431'DEGREES ABOVE THE HORIZON AND THE REFERENCED POWER POLE TO THE EAST
 DQ2431'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2432 ***********************************************************************
 DQ2432  DESIGNATION -  6L07
 DQ2432  PID         -  DQ2432
 DQ2432  STATE/COUNTY-  WI/MARINETTE
 DQ2432  COUNTRY     -  US
 DQ2432  USGS QUAD   -  PORTERFIELD SW (2018)
 DQ2432
 DQ2432                         *CURRENT SURVEY CONTROL
 DQ2432  ______________________________________________________________________
 DQ2432* NAD 83(1986) POSITION- 45 03 52.1    (N) 087 59 11.7    (W)   HD_HELD2
 DQ2432* NAVD 88 ORTHO HEIGHT -   202.064 (meters)      662.94  (feet) ADJUSTED
 DQ2432  ______________________________________________________________________
 DQ2432  GEOID HEIGHT    -        -36.354 (meters)                     GEOID18
 DQ2432  DYNAMIC HEIGHT  -        202.047 (meters)      662.88  (feet) COMP
 DQ2432  MODELED GRAVITY -    980,530.9   (mgal)                       NAVD 88
 DQ2432
 DQ2432  VERT ORDER      -  SECOND    CLASS I
 DQ2432
 DQ2432.The horizontal coordinates were established by autonomous hand held GPS
 DQ2432.observations and have an estimated accuracy of +/- 10 meters.
 DQ2432
 DQ2432.The orthometric height was determined by differential leveling and
 DQ2432.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2432.in February 2017.
 DQ2432
 DQ2432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2432.GEOID18 height accuracy estimate available here.
 DQ2432
 DQ2432.Click photographs - Photos may exist for this station.
 DQ2432
 DQ2432.The dynamic height is computed by dividing the NAVD 88
 DQ2432.geopotential number by the normal gravity value computed on the
 DQ2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2432.degrees latitude (g = 980.6199 gals.).
 DQ2432
 DQ2432.The modeled gravity was interpolated from observed gravity values.
 DQ2432
 DQ2432;                    North         East    Units  Estimated Accuracy
 DQ2432;SPC WI C     -   138,769.      758,549.      MT  (+/- 10 meters HH2 GPS)
 DQ2432
 DQ2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2232990585(NAD 83)
 DQ2432
 DQ2432                          SUPERSEDED SURVEY CONTROL
 DQ2432
 DQ2432.No superseded survey control is available for this station.
 DQ2432
 DQ2432_MARKER: DD = SURVEY DISK
 DQ2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2432_STAMPING: 6L07 2007
 DQ2432_MARK LOGO: WIDT
 DQ2432_PROJECTION: FLUSH
 DQ2432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2432+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2015
 DQ2432
 DQ2432  HISTORY     - Date     Condition        Report By
 DQ2432  HISTORY     - 2007     MONUMENTED       WIDT
 DQ2432  HISTORY     - 20150821 GOOD             WIDT
 DQ2432
 DQ2432                          STATION DESCRIPTION
 DQ2432
 DQ2432'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2432'THE STATION IS 12 MI (19.3 KM) WEST OF PESHTIGO, 8 MI (12.9 KM)
 DQ2432'NORTH-NORTHEAST OF LENA, AND 2 MI (3.2 KM) EAST OF COLEMAN.
 DQ2432'
 DQ2432'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DQ2432'HIGHWAY B (MAIN STREET) IN THE VILLAGE OF COLEMAN, GO EAST ON COUNTY
 DQ2432'HIGHWAY B FOR 2.2 MI (3.5 KM) TO NORTH 9TH ROAD ON THE LEFT.  CONTINUE
 DQ2432'EAST ON COUNTY HIGHWAY B FOR 0.35 MI (0.6 KM) TO A BRIDGE OVER THE
 DQ2432'LITTLE PESHTIGO RIVER AND THE STATION ON THE LEFT.
 DQ2432'
 DQ2432'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2432'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DQ2432'OF THE WEST ABUTMENT, ABOUT LEVEL WITH THE ROAD GRADE.  THE STATION IS
 DQ2432'5.1 M (16.7 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 64 M (212
 DQ2432'FT) WEST OF THE EXTENDED CENTER OF A DRIVEWAY -7735-, 26.7 M (87.6 FT)
 DQ2432'EAST-SOUTHEAST OF A POWER POLE -3021 18R7-, AND 0.5 M (1.6 FT)
 DQ2432'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DQ2432'
 DQ2432'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ2432'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2433 ***********************************************************************
 DQ2433  DESIGNATION -  6L08
 DQ2433  PID         -  DQ2433
 DQ2433  STATE/COUNTY-  WI/MARINETTE
 DQ2433  COUNTRY     -  US
 DQ2433  USGS QUAD   -  PORTERFIELD SW (2018)
 DQ2433
 DQ2433                         *CURRENT SURVEY CONTROL
 DQ2433  ______________________________________________________________________
 DQ2433* NAD 83(1986) POSITION- 45 03 46.52   (N) 087 57 47.83   (W)   HD_HELD1
 DQ2433* NAVD 88 ORTHO HEIGHT -   209.026 (meters)      685.78  (feet) ADJUSTED
 DQ2433  ______________________________________________________________________
 DQ2433  GEOID HEIGHT    -        -36.377 (meters)                     GEOID18
 DQ2433  DYNAMIC HEIGHT  -        209.009 (meters)      685.72  (feet) COMP
 DQ2433  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 DQ2433
 DQ2433  VERT ORDER      -  SECOND    CLASS I
 DQ2433
 DQ2433.The horizontal coordinates were determined by differentially corrected
 DQ2433.hand held GPS observations or other comparable positioning techniques
 DQ2433.and have an estimated accuracy of +/- 3 meters.
 DQ2433
 DQ2433.The orthometric height was determined by differential leveling and
 DQ2433.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2433.in February 2017.
 DQ2433
 DQ2433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2433.GEOID18 height accuracy estimate available here.
 DQ2433
 DQ2433.Click photographs - Photos may exist for this station.
 DQ2433
 DQ2433.The dynamic height is computed by dividing the NAVD 88
 DQ2433.geopotential number by the normal gravity value computed on the
 DQ2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2433.degrees latitude (g = 980.6199 gals.).
 DQ2433
 DQ2433.The modeled gravity was interpolated from observed gravity values.
 DQ2433
 DQ2433;                    North         East    Units  Estimated Accuracy
 DQ2433;SPC WI C     -   138,642.9     760,387.1     MT  (+/- 3 meters HH1 GPS) 
 DQ2433
 DQ2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2416190391(NAD 83)
 DQ2433
 DQ2433                          SUPERSEDED SURVEY CONTROL
 DQ2433
 DQ2433.No superseded survey control is available for this station.
 DQ2433
 DQ2433_MARKER: DD = SURVEY DISK
 DQ2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2433_STAMPING: 6L08 2007
 DQ2433_MARK LOGO: WIDT
 DQ2433_PROJECTION: FLUSH
 DQ2433_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2433+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2015
 DQ2433
 DQ2433  HISTORY     - Date     Condition        Report By
 DQ2433  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2433  HISTORY     - 20150820 GOOD             WIDT
 DQ2433
 DQ2433                          STATION DESCRIPTION
 DQ2433
 DQ2433'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2433'THE STATION IS 11 MI (17.7 KM) WEST OF PESHTIGO, 9 MI (14.5 KM)
 DQ2433'NORTHEAST OF LENA, AND 3.5 MI (5.6 KM) EAST OF COLEMAN.
 DQ2433'
 DQ2433'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DQ2433'HIGHWAY B (MAIN STREET) IN THE VILLAGE OF COLEMAN, GO EAST ON COUNTY
 DQ2433'HIGHWAY B FOR 3.7 MI (6.0 KM) TO SOUTH THIRD STREET ON THE RIGHT.
 DQ2433'TURN RIGHT AND GO SOUTH ON SOUTH THIRD STREET FOR 0.1 MI (0.2 KM) TO
 DQ2433'THE STATION ON THE LEFT.
 DQ2433'
 DQ2433'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2433'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2433'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2433'STATION IS 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF SOUTH THIRD
 DQ2433'STREET, 68.8 M (225.7 FT) NORTHEAST OF A POWER POLE -3021 20E2-, 42.8
 DQ2433'M (140.4 FT) SOUTHEAST OF A POWER POLE -3021 20E1-, AND LOCATED
 DQ2433'BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DQ2433'
 DQ2433'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2433'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2436 ***********************************************************************
 DQ2436  DESIGNATION -  6L09
 DQ2436  PID         -  DQ2436
 DQ2436  STATE/COUNTY-  WI/MARINETTE
 DQ2436  COUNTRY     -  US
 DQ2436  USGS QUAD   -  PORTERFIELD SW (2018)
 DQ2436
 DQ2436                         *CURRENT SURVEY CONTROL
 DQ2436  ______________________________________________________________________
 DQ2436* NAD 83(1986) POSITION- 45 03 39.6    (N) 087 52 54.6    (W)   HD_HELD2
 DQ2436* NAVD 88 ORTHO HEIGHT -   218.097 (meters)      715.54  (feet) ADJUSTED
 DQ2436  ______________________________________________________________________
 DQ2436  GEOID HEIGHT    -        -36.486 (meters)                     GEOID18
 DQ2436  DYNAMIC HEIGHT  -        218.079 (meters)      715.48  (feet) COMP
 DQ2436  MODELED GRAVITY -    980,530.3   (mgal)                       NAVD 88
 DQ2436
 DQ2436  VERT ORDER      -  SECOND    CLASS I
 DQ2436
 DQ2436.The horizontal coordinates were established by autonomous hand held GPS
 DQ2436.observations and have an estimated accuracy of +/- 10 meters.
 DQ2436
 DQ2436.The orthometric height was determined by differential leveling and
 DQ2436.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2436.in February 2017.
 DQ2436
 DQ2436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2436.GEOID18 height accuracy estimate available here.
 DQ2436
 DQ2436.Click photographs - Photos may exist for this station.
 DQ2436
 DQ2436.The dynamic height is computed by dividing the NAVD 88
 DQ2436.geopotential number by the normal gravity value computed on the
 DQ2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2436.degrees latitude (g = 980.6199 gals.).
 DQ2436
 DQ2436.The modeled gravity was interpolated from observed gravity values.
 DQ2436
 DQ2436;                    North         East    Units  Estimated Accuracy
 DQ2436;SPC WI C     -   138,593.      766,805.      MT  (+/- 10 meters HH2 GPS)
 DQ2436
 DQ2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3057190104(NAD 83)
 DQ2436
 DQ2436                          SUPERSEDED SURVEY CONTROL
 DQ2436
 DQ2436.No superseded survey control is available for this station.
 DQ2436
 DQ2436_MARKER: DD = SURVEY DISK
 DQ2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2436_STAMPING: 6L09 2007
 DQ2436_MARK LOGO: WIDT
 DQ2436_PROJECTION: FLUSH
 DQ2436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2436+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2015
 DQ2436
 DQ2436  HISTORY     - Date     Condition        Report By
 DQ2436  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2436  HISTORY     - 20150819 GOOD             WIDT
 DQ2436
 DQ2436                          STATION DESCRIPTION
 DQ2436
 DQ2436'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2436'THE STATION IS 12 MI (19.3 KM) NORTH OF OCONTO, 7 MI (11.3 KM) EAST OF
 DQ2436'COLEMAN AND 6 MI (9.7 KM) WEST OF PESHTIGO.
 DQ2436'
 DQ2436'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY W WITH COUNTY
 DQ2436'HIGHWAY B ABOUT 6 MI (9.7 KM) WEST OF THE CITY OF PESHTIGO, GO SOUTH
 DQ2436'ON COUNTY HIGHWAY W FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.
 DQ2436'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2436'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2436'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2436'ROAD GRADE.  THE STATION IS 10.1 M (33.1 FT) WEST OF THE CENTERLINE OF
 DQ2436'COUNTY HIGHWAY W, 8 M (26.2 FT) NORTH OF THE CENTER OF A FIELD
 DQ2436'ENTRANCE AND LOCATED BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DQ2436'
 DQ2436'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2436'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2437 ***********************************************************************
 DQ2437  DESIGNATION -  6L10
 DQ2437  PID         -  DQ2437
 DQ2437  STATE/COUNTY-  WI/MARINETTE
 DQ2437  COUNTRY     -  US
 DQ2437  USGS QUAD   -  HARMONY (2018)
 DQ2437
 DQ2437                         *CURRENT SURVEY CONTROL
 DQ2437  ______________________________________________________________________
 DQ2437* NAD 83(1986) POSITION- 45 03 48.4    (N) 087 52 08.8    (W)   HD_HELD2
 DQ2437* NAVD 88 ORTHO HEIGHT -   211.101 (meters)      692.59  (feet) ADJUSTED
 DQ2437  ______________________________________________________________________
 DQ2437  GEOID HEIGHT    -        -36.506 (meters)                     GEOID18
 DQ2437  DYNAMIC HEIGHT  -        211.084 (meters)      692.53  (feet) COMP
 DQ2437  MODELED GRAVITY -    980,529.2   (mgal)                       NAVD 88
 DQ2437
 DQ2437  VERT ORDER      -  SECOND    CLASS I
 DQ2437
 DQ2437.The horizontal coordinates were established by autonomous hand held GPS
 DQ2437.observations and have an estimated accuracy of +/- 10 meters.
 DQ2437
 DQ2437.The orthometric height was determined by differential leveling and
 DQ2437.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2437.in February 2017.
 DQ2437
 DQ2437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2437.GEOID18 height accuracy estimate available here.
 DQ2437
 DQ2437.Click photographs - Photos may exist for this station.
 DQ2437
 DQ2437.The dynamic height is computed by dividing the NAVD 88
 DQ2437.geopotential number by the normal gravity value computed on the
 DQ2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2437.degrees latitude (g = 980.6199 gals.).
 DQ2437
 DQ2437.The modeled gravity was interpolated from observed gravity values.
 DQ2437
 DQ2437;                    North         East    Units  Estimated Accuracy
 DQ2437;SPC WI C     -   138,891.      767,800.      MT  (+/- 10 meters HH2 GPS)
 DQ2437
 DQ2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3157690365(NAD 83)
 DQ2437
 DQ2437                          SUPERSEDED SURVEY CONTROL
 DQ2437
 DQ2437.No superseded survey control is available for this station.
 DQ2437
 DQ2437_MARKER: DD = SURVEY DISK
 DQ2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2437_STAMPING: 6L10 2007
 DQ2437_MARK LOGO: WIDT
 DQ2437_PROJECTION: FLUSH
 DQ2437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2437+STABILITY: SURFACE MOTION
 DQ2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2437+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2015
 DQ2437
 DQ2437  HISTORY     - Date     Condition        Report By
 DQ2437  HISTORY     - 2007     MONUMENTED       WIDT
 DQ2437  HISTORY     - 20150819 GOOD             WIDT
 DQ2437
 DQ2437                          STATION DESCRIPTION
 DQ2437
 DQ2437'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2437'THE STATION IS 12 MI (19.3 KM) NORTH OF OCONTO, 8 MI (12.9 KM) EAST OF
 DQ2437'COLEMAN AND 5.5 MI (8.8 KM) WEST OF PESHTIGO.
 DQ2437'
 DQ2437'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY W WITH COUNTY
 DQ2437'HIGHWAY B ABOUT 6 MI (9.7 KM) WEST OF THE CITY OF PESHTIGO, GO EAST ON
 DQ2437'COUNTY HIGHWAY B FOR 0.6 MI (1.0 KM) TO A BRIDGE OVER A SMALL CREEK
 DQ2437'AND THE STATION ON THE LEFT.
 DQ2437'
 DQ2437'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2437'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP THE NORTH END OF
 DQ2437'THE EAST ABUTMENT OF A SMALL BRIDGE, ABOUT LEVEL WITH THE ROAD GRADE.
 DQ2437'THE STATION IS 5.6 M (18.4 FT) NORTH OF THE CENTERLINE OF COUNTY
 DQ2437'HIGHWAY B, 20.0 M (65.6 FT) WEST OF THE EXTENDED CENTER OF A DRIVEWAY
 DQ2437'-W5449-, 17.9 M (58.7 FT) WEST-SOUTHWEST OF A POWER POLE -3022 18R2-
 DQ2437'AND 0.7 M (2.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DQ2437'
 DQ2437'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH EXTENDING TO 40
 DQ2437'DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTHWEST EXTENDING TO 25
 DQ2437'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2438 ***********************************************************************
 DQ2438  DESIGNATION -  6L11
 DQ2438  PID         -  DQ2438
 DQ2438  STATE/COUNTY-  WI/MARINETTE
 DQ2438  COUNTRY     -  US
 DQ2438  USGS QUAD   -  HARMONY (2018)
 DQ2438
 DQ2438                         *CURRENT SURVEY CONTROL
 DQ2438  ______________________________________________________________________
 DQ2438* NAD 83(1986) POSITION- 45 02 47.62   (N) 087 51 08.36   (W)   HD_HELD1
 DQ2438* NAVD 88 ORTHO HEIGHT -   201.753 (meters)      661.92  (feet) ADJUSTED
 DQ2438  ______________________________________________________________________
 DQ2438  GEOID HEIGHT    -        -36.538 (meters)                     GEOID18
 DQ2438  DYNAMIC HEIGHT  -        201.735 (meters)      661.86  (feet) COMP
 DQ2438  MODELED GRAVITY -    980,527.9   (mgal)                       NAVD 88
 DQ2438
 DQ2438  VERT ORDER      -  SECOND    CLASS I
 DQ2438
 DQ2438.The horizontal coordinates were determined by differentially corrected
 DQ2438.hand held GPS observations or other comparable positioning techniques
 DQ2438.and have an estimated accuracy of +/- 3 meters.
 DQ2438
 DQ2438.The orthometric height was determined by differential leveling and
 DQ2438.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2438.in February 2017.
 DQ2438
 DQ2438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2438.GEOID18 height accuracy estimate available here.
 DQ2438
 DQ2438.Click photographs - Photos may exist for this station.
 DQ2438
 DQ2438.The dynamic height is computed by dividing the NAVD 88
 DQ2438.geopotential number by the normal gravity value computed on the
 DQ2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2438.degrees latitude (g = 980.6199 gals.).
 DQ2438
 DQ2438.The modeled gravity was interpolated from observed gravity values.
 DQ2438
 DQ2438;                    North         East    Units  Estimated Accuracy
 DQ2438;SPC WI C     -   137,050.5     769,171.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2438
 DQ2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3287888476(NAD 83)
 DQ2438
 DQ2438                          SUPERSEDED SURVEY CONTROL
 DQ2438
 DQ2438.No superseded survey control is available for this station.
 DQ2438
 DQ2438_MARKER: DD = SURVEY DISK
 DQ2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2438_STAMPING: 6L11 2007
 DQ2438_MARK LOGO: WIDT
 DQ2438_PROJECTION: FLUSH
 DQ2438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2438+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2015
 DQ2438
 DQ2438  HISTORY     - Date     Condition        Report By
 DQ2438  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2438  HISTORY     - 20150819 GOOD             WIDT
 DQ2438
 DQ2438                          STATION DESCRIPTION
 DQ2438
 DQ2438'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2438'THE STATION IS 11 MI (17.7 KM) NORTH OF OCONTO, 9 MI (14.5 KM) EAST OF
 DQ2438'COLEMAN, AND 5 MI (8.0 KM) WEST OF PESHTIGO.
 DQ2438'
 DQ2438'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY W WITH COUNTY
 DQ2438'HIGHWAY B ABOUT 6 MI (9.7 KM) WEST OF THE CITY OF PESHTIGO, GO EAST ON
 DQ2438'COUNTY HIGHWAY B FOR 1.5 MI (2.4 KM) TO CHURCH ROAD ON THE RIGHT.
 DQ2438'TURN RIGHT AND GO SOUTH ON CHURCH ROAD FOR 1.0 MI (1.6 KM) TO TOWN
 DQ2438'HALL ROAD.  CONTINUE SOUTHWEST ON CHURCH ROAD FOR 0.2 MI (0.3 KM) TO
 DQ2438'THE STATION ON THE LEFT.
 DQ2438'
 DQ2438'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2438'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2438'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2438'STATION IS 6.1 M (20.0 FT) SOUTHEAST OF THE CENTERLINE OF CHURCH ROAD,
 DQ2438'80 M (262.5 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A CHURCH PARKING
 DQ2438'LOT, 37.5 M (123.0 FT) SOUTH OF A POWER POLE -3022 29W12-, 35 M (114.8
 DQ2438'FT) NORTHEAST OF A LONE PINE TREE, 30.7 M (100.7 FT) EAST-NORTHEAST OF
 DQ2438'A POWER POLE -3022 29W13-, AND LOCATED BETWEEN TWO WHITE PLASTIC
 DQ2438'WITNESS POSTS.
 DQ2438'
 DQ2438'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2438'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED LONE PINE TREE TO
 DQ2438'THE SOUTHWEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2439 ***********************************************************************
 DQ2439  DESIGNATION -  6L12
 DQ2439  PID         -  DQ2439
 DQ2439  STATE/COUNTY-  WI/MARINETTE
 DQ2439  COUNTRY     -  US
 DQ2439  USGS QUAD   -  HARMONY (2018)
 DQ2439
 DQ2439                         *CURRENT SURVEY CONTROL
 DQ2439  ______________________________________________________________________
 DQ2439* NAD 83(1986) POSITION- 45 02 50.6    (N) 087 48 42.1    (W)   HD_HELD2
 DQ2439* NAVD 88 ORTHO HEIGHT -   194.717 (meters)      638.83  (feet) ADJUSTED
 DQ2439  ______________________________________________________________________
 DQ2439  GEOID HEIGHT    -        -36.605 (meters)                     GEOID18
 DQ2439  DYNAMIC HEIGHT  -        194.701 (meters)      638.78  (feet) COMP
 DQ2439  MODELED GRAVITY -    980,528.4   (mgal)                       NAVD 88
 DQ2439
 DQ2439  VERT ORDER      -  SECOND    CLASS I
 DQ2439
 DQ2439.The horizontal coordinates were established by autonomous hand held GPS
 DQ2439.observations and have an estimated accuracy of +/- 10 meters.
 DQ2439
 DQ2439.The orthometric height was determined by differential leveling and
 DQ2439.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2439.in February 2017.
 DQ2439
 DQ2439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2439.GEOID18 height accuracy estimate available here.
 DQ2439
 DQ2439.Click photographs - Photos may exist for this station.
 DQ2439
 DQ2439.The dynamic height is computed by dividing the NAVD 88
 DQ2439.geopotential number by the normal gravity value computed on the
 DQ2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2439.degrees latitude (g = 980.6199 gals.).
 DQ2439
 DQ2439.The modeled gravity was interpolated from observed gravity values.
 DQ2439
 DQ2439;                    North         East    Units  Estimated Accuracy
 DQ2439;SPC WI C     -   137,228.      772,368.      MT  (+/- 10 meters HH2 GPS)
 DQ2439
 DQ2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3607888535(NAD 83)
 DQ2439
 DQ2439                          SUPERSEDED SURVEY CONTROL
 DQ2439
 DQ2439.No superseded survey control is available for this station.
 DQ2439
 DQ2439_MARKER: DD = SURVEY DISK
 DQ2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2439_STAMPING: 6L12 2007
 DQ2439_MARK LOGO: WIDT
 DQ2439_PROJECTION: FLUSH
 DQ2439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2439+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2015
 DQ2439
 DQ2439  HISTORY     - Date     Condition        Report By
 DQ2439  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2439  HISTORY     - 20150814 GOOD             WIDT
 DQ2439
 DQ2439                          STATION DESCRIPTION
 DQ2439
 DQ2439'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2439'THE STATION IS 11 MI (17.7 KM) NORTH OF OCONTO, 11 MI (17.7 KM) EAST
 DQ2439'OF COLEMAN, AND 3 MI (4.8 KM) WEST OF PESHTIGO.
 DQ2439'
 DQ2439'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DQ2439'HIGHWAY Y, JUST WEST OF THE CITY OF PESHTIGO, TRAVEL SOUTHBOUND (WEST)
 DQ2439'ON US HIGHWAY 41 FOR APPROXIMATELY 1.3 MI (2.1 KM) TO KAMM ROAD ROAD
 DQ2439'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON KAMM ROAD FOR 0.05 MI (0.1
 DQ2439'KM) TO VERNON HILLS DRIVE ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON
 DQ2439'VERNON HILLS DRIVE FOR 0.6 MI (1.0 KM) TO TOWN HALL ROAD ON THE RIGHT
 DQ2439'AND THE STATION ON THE LEFT.
 DQ2439'
 DQ2439'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2439'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2439'INCHES) DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) ABOVE THE ROAD
 DQ2439'GRADE.  THE STATION IS 20.1 M (65.9 FT) SOUTH OF THE CENTERLINE OF
 DQ2439'VERNON HILLS DRIVE, 12 M (39.4 FT) EAST OF THE EXTENDED CENTER OF TOWN
 DQ2439'HALL ROAD, 16.3 M (53.5 FT) NORTHWEST OF A RIGHT-OF-WAY POST, 8.2 M
 DQ2439'(26.9 FT) NORTHEAST OF A UTILITY JUNCTION BOX -N2500-, AND LOCATED IN
 DQ2439'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2439'
 DQ2439'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2439'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2488 ***********************************************************************
 DQ2488  DESIGNATION -  6L13
 DQ2488  PID         -  DQ2488
 DQ2488  STATE/COUNTY-  WI/MARINETTE
 DQ2488  COUNTRY     -  US
 DQ2488  USGS QUAD   -  MARINETTE WEST (2018)
 DQ2488
 DQ2488                         *CURRENT SURVEY CONTROL
 DQ2488  ______________________________________________________________________
 DQ2488* NAD 83(1986) POSITION- 45 02 21.8    (N) 087 44 28.8    (W)   HD_HELD2
 DQ2488* NAVD 88 ORTHO HEIGHT -   185.919 (meters)      609.97  (feet) ADJUSTED
 DQ2488  ______________________________________________________________________
 DQ2488  GEOID HEIGHT    -        -36.723 (meters)                     GEOID18
 DQ2488  DYNAMIC HEIGHT  -        185.903 (meters)      609.92  (feet) COMP
 DQ2488  MODELED GRAVITY -    980,528.2   (mgal)                       NAVD 88
 DQ2488
 DQ2488  VERT ORDER      -  SECOND    CLASS I
 DQ2488
 DQ2488.The horizontal coordinates were established by autonomous hand held GPS
 DQ2488.observations and have an estimated accuracy of +/- 10 meters.
 DQ2488
 DQ2488.The orthometric height was determined by differential leveling and
 DQ2488.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2488.in February 2017.
 DQ2488
 DQ2488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2488.GEOID18 height accuracy estimate available here.
 DQ2488
 DQ2488.Click photographs - Photos may exist for this station.
 DQ2488
 DQ2488.The dynamic height is computed by dividing the NAVD 88
 DQ2488.geopotential number by the normal gravity value computed on the
 DQ2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2488.degrees latitude (g = 980.6199 gals.).
 DQ2488
 DQ2488.The modeled gravity was interpolated from observed gravity values.
 DQ2488
 DQ2488;                    North         East    Units  Estimated Accuracy
 DQ2488;SPC WI C     -   136,491.      777,934.      MT  (+/- 10 meters HH2 GPS)
 DQ2488
 DQ2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4161187593(NAD 83)
 DQ2488
 DQ2488                          SUPERSEDED SURVEY CONTROL
 DQ2488
 DQ2488.No superseded survey control is available for this station.
 DQ2488
 DQ2488_MARKER: DD = SURVEY DISK
 DQ2488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ2488_SP_SET: BRIDGE ABUTMENT
 DQ2488_STAMPING: 6L13 2007
 DQ2488_MARK LOGO: WIDT
 DQ2488_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2488+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2015
 DQ2488
 DQ2488  HISTORY     - Date     Condition        Report By
 DQ2488  HISTORY     - 2013     MONUMENTED       WIDT
 DQ2488  HISTORY     - 20150820 GOOD             WIDT
 DQ2488
 DQ2488                          STATION DESCRIPTION
 DQ2488
 DQ2488'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2488'THE STATION IS 14 MI (22.5 KM) EAST OF COLEMAN, 6 MI (9.7 KM)
 DQ2488'SOUTHWEST OF MARINETTE, AND 1 MI (1.6 KM) SOUTH OF PESHTIGO.
 DQ2488'
 DQ2488'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DQ2488'HIGHWAY Y (EXIT 212), JUST WEST OF THE CITY OF PESHTIGO, TRAVEL
 DQ2488'NORTHBOUND (EAST) ON US HIGHWAY 41 FOR APPROXIMATELY 1.75 MI (2.8 KM)
 DQ2488'TO THE EAST END OF A BRIDGE OVER THE PESHTIGO RIVER AND THE STATION ON
 DQ2488'THE RIGHT.
 DQ2488'
 DQ2488'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2488'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ2488'THE SOUTH END OF THE EAST ABUTMENT OF THE NORTHBOUND US HIGHWAY 41
 DQ2488'BRIDGE OVER THE PESHTIGO RIVER, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT
 DQ2488'AND THE GRADE FOR A PAVED RECREATIONAL TRAIL.  THE STATION IS 11.0 M
 DQ2488'(36.1 FT) SOUTH OF THE CENTERLINE OF NORTHBOUND US HIGHWAY 41, 63 M
 DQ2488'(206.7 FT) WEST OF THE EAST END OF A METAL GUARD RAIL, 4.3 M (14.1 FT)
 DQ2488'SOUTH OF A CONCRETE PARAPET WALL, AND JUST SOUTH OF A STEEL HAND RAIL
 DQ2488'ALONG THE SOUTH SIDE OF THE RECREATIONAL TRAIL.
 DQ2488'
 DQ2488'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2488'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2489 ***********************************************************************
 DQ2489  DESIGNATION -  6L14
 DQ2489  PID         -  DQ2489
 DQ2489  STATE/COUNTY-  WI/MARINETTE
 DQ2489  COUNTRY     -  US
 DQ2489  USGS QUAD   -  MARINETTE WEST (2018)
 DQ2489
 DQ2489                         *CURRENT SURVEY CONTROL
 DQ2489  ______________________________________________________________________
 DQ2489* NAD 83(1986) POSITION- 45 03 31.50   (N) 087 42 44.12   (W)   HD_HELD1
 DQ2489* NAVD 88 ORTHO HEIGHT -   187.536 (meters)      615.27  (feet) ADJUSTED
 DQ2489  ______________________________________________________________________
 DQ2489  GEOID HEIGHT    -        -36.784 (meters)                     GEOID18
 DQ2489  DYNAMIC HEIGHT  -        187.520 (meters)      615.22  (feet) COMP
 DQ2489  MODELED GRAVITY -    980,524.6   (mgal)                       NAVD 88
 DQ2489
 DQ2489  VERT ORDER      -  SECOND    CLASS I
 DQ2489
 DQ2489.The horizontal coordinates were determined by differentially corrected
 DQ2489.hand held GPS observations or other comparable positioning techniques
 DQ2489.and have an estimated accuracy of +/- 3 meters.
 DQ2489
 DQ2489.The orthometric height was determined by differential leveling and
 DQ2489.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2489.in February 2017.
 DQ2489
 DQ2489.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2489.GEOID18 height accuracy estimate available here.
 DQ2489
 DQ2489.Click photographs - Photos may exist for this station.
 DQ2489
 DQ2489.The dynamic height is computed by dividing the NAVD 88
 DQ2489.geopotential number by the normal gravity value computed on the
 DQ2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2489.degrees latitude (g = 980.6199 gals.).
 DQ2489
 DQ2489.The modeled gravity was interpolated from observed gravity values.
 DQ2489
 DQ2489;                    North         East    Units  Estimated Accuracy
 DQ2489;SPC WI C     -   138,705.8     780,163.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2489
 DQ2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4392089723(NAD 83)
 DQ2489
 DQ2489                          SUPERSEDED SURVEY CONTROL
 DQ2489
 DQ2489.No superseded survey control is available for this station.
 DQ2489
 DQ2489_MARKER: DD = SURVEY DISK
 DQ2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2489_STAMPING: 6L14 2007
 DQ2489_MARK LOGO: WIDT
 DQ2489_PROJECTION: FLUSH
 DQ2489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2489+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2020
 DQ2489
 DQ2489  HISTORY     - Date     Condition        Report By
 DQ2489  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2489  HISTORY     - 20150820 GOOD             WIDT
 DQ2489  HISTORY     - 20200806 GOOD             TRIMEE
 DQ2489
 DQ2489                          STATION DESCRIPTION
 DQ2489
 DQ2489'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2489'THE STATION IS 16 MI (25.7 KM) EAST OF COLEMAN, 5 MI (8.0 KM)
 DQ2489'SOUTHWEST OF MARINETTE, AND 1 MI (1.6 KM) EAST OF PESHTIGO.
 DQ2489'
 DQ2489'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 41 WITH BUSINESS
 DQ2489'HIGHWAY 41 (EXIT 216), JUST EAST OF THE CITY OF PESHTIGO.
 DQ2489'
 DQ2489'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2489'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2489'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE,
 DQ2489'LOCATED WITHIN THE MEDIAN ISLAND OF SCHACHT ROAD.  THE STATION IS
 DQ2489'APPROXIMATELY 112 M (367.5 FT) SOUTHEAST OF THE NORTHBOUND US HIGHWAY
 DQ2489'41 BRIDGE, 64 M (211 FT) NORTHWEST OF AN AT-GRADE RAILROAD CROSSING,
 DQ2489'47.5 M (155.8 FT) SOUTHEAST OF THE NORTHWEST END OF THE SCHACHT ROAD
 DQ2489'MEDIAN ISLAND, 4.7 M (15.4 FT) NORTHEAST OF THE BACK OF CURB, 3.6 M
 DQ2489'(11.8 FT) SOUTHWEST OF THE BACK OF CURB, AND LOCATED IN THE CENTER OF
 DQ2489'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2489'
 DQ2489'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2489'DEGREES ABOVE THE HORIZON.
 DQ2489
 DQ2489                          STATION RECOVERY (2020)
 DQ2489
 DQ2489'RECOVERY NOTE BY TRIMEDIA ENVIRONMENTAL & ENGINEERING 2020 (GC)
 DQ2489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2490 ***********************************************************************
 DQ2490  DESIGNATION -  6L15
 DQ2490  PID         -  DQ2490
 DQ2490  STATE/COUNTY-  WI/MARINETTE
 DQ2490  COUNTRY     -  US
 DQ2490  USGS QUAD   -  MARINETTE WEST (2018)
 DQ2490
 DQ2490                         *CURRENT SURVEY CONTROL
 DQ2490  ______________________________________________________________________
 DQ2490* NAD 83(1986) POSITION- 45 04 42.49   (N) 087 40 05.51   (W)   HD_HELD1
 DQ2490* NAVD 88 ORTHO HEIGHT -   187.088 (meters)      613.80  (feet) ADJUSTED
 DQ2490  ______________________________________________________________________
 DQ2490  GEOID HEIGHT    -        -36.877 (meters)                     GEOID18
 DQ2490  DYNAMIC HEIGHT  -        187.070 (meters)      613.75  (feet) COMP
 DQ2490  MODELED GRAVITY -    980,518.7   (mgal)                       NAVD 88
 DQ2490
 DQ2490  VERT ORDER      -  SECOND    CLASS I
 DQ2490
 DQ2490.The horizontal coordinates were determined by differentially corrected
 DQ2490.hand held GPS observations or other comparable positioning techniques
 DQ2490.and have an estimated accuracy of +/- 3 meters.
 DQ2490
 DQ2490.The orthometric height was determined by differential leveling and
 DQ2490.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2490.in February 2017.
 DQ2490
 DQ2490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2490.GEOID18 height accuracy estimate available here.
 DQ2490
 DQ2490.Click photographs - Photos may exist for this station.
 DQ2490
 DQ2490.The dynamic height is computed by dividing the NAVD 88
 DQ2490.geopotential number by the normal gravity value computed on the
 DQ2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2490.degrees latitude (g = 980.6199 gals.).
 DQ2490
 DQ2490.The modeled gravity was interpolated from observed gravity values.
 DQ2490
 DQ2490;                    North         East    Units  Estimated Accuracy
 DQ2490;SPC WI C     -   140,994.9     783,569.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2490
 DQ2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4740791884(NAD 83)
 DQ2490
 DQ2490                          SUPERSEDED SURVEY CONTROL
 DQ2490
 DQ2490.No superseded survey control is available for this station.
 DQ2490
 DQ2490_MARKER: DD = SURVEY DISK
 DQ2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2490_STAMPING: 6L15 2007
 DQ2490_MARK LOGO: WIDT
 DQ2490_PROJECTION: FLUSH
 DQ2490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2490+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2015
 DQ2490
 DQ2490  HISTORY     - Date     Condition        Report By
 DQ2490  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2490  HISTORY     - 20150821 GOOD             WIDT
 DQ2490
 DQ2490                          STATION DESCRIPTION
 DQ2490
 DQ2490'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2490'THE STATION IS 18 MI (29.0 KM) EAST OF COLEMAN, 4 MI (6.4 KM)
 DQ2490'NORTHEAST OF PESHTIGO, AND 2 MI (3.2 KM) SOUTHWEST OF MARINETTE.
 DQ2490'
 DQ2490'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DQ2490'HIGHWAY 64 WEST (HALL AVENUE WITH MARINETTE AVENUE) IN THE CITY OF
 DQ2490'MARINETTE, GO SOUTHWEST ON US HIGHWAY 41 (MARINETTE AVENUE) FOR 1.55
 DQ2490'MI (2.5 KM) TO THE JUNCTION WITH COUNTY HIGHWAY T (ROOSEVELT ROAD).
 DQ2490'CONTINUE SOUTHWEST ON US HIGHWAY 41 FOR 0.35 MI (0.6 KM) COUNTRY
 DQ2490'MEADOWS ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON COUNTRY
 DQ2490'MEADOWS ROAD FOR APPROXIMATELY 100 FT (30.5 M) TO A FRONTAGE ROAD,
 DQ2490'THEN TURN LEFT AND GO SOUTHWEST ALONG THE FRONTAGE ROAD FOR
 DQ2490'APPROXIMATELY 0.1 MI (0.2 KM) TO AN ACCESS DRIVEWAY ON THE RIGHT AND
 DQ2490'THE STATION ON THE LEFT.
 DQ2490'
 DQ2490'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2490'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2490'INCHES) DIAMETER CONCRETE POST, ABOUT 0.6 M (2.0 FT) LOWER THAN THE
 DQ2490'ROAD GRADE.  THE STATION IS 15.5 M (50.9 FT) NORTHWEST OF THE
 DQ2490'CENTERLINE OF SOUTHBOUND US HIGHWAY 41, 25.8 M (84.6 FT) SOUTH OF A
 DQ2490'POWER POLE -9023 14E23-, 8.8 M (28.9 FT) SOUTHWEST OF A -STOP AHEAD-
 DQ2490'SIGN, 7.1 M (23.3 FT) SOUTHEAST OF THE CENTERLINE OF THE WEST FRONTAGE
 DQ2490'ROAD, 2 M (6.6 FT) NORTHEAST OF THE EXTENDED CENTER OF AN ACCESS
 DQ2490'DRIVEWAY, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DQ2490'WHITE PLASTIC WITNESS POSTS.
 DQ2490'
 DQ2490'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2490'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2491 ***********************************************************************
 DQ2491  DESIGNATION -  6L16
 DQ2491  PID         -  DQ2491
 DQ2491  STATE/COUNTY-  WI/MARINETTE
 DQ2491  COUNTRY     -  US
 DQ2491  USGS QUAD   -  MARINETTE WEST (2018)
 DQ2491
 DQ2491                         *CURRENT SURVEY CONTROL
 DQ2491  ______________________________________________________________________
 DQ2491* NAD 83(1986) POSITION- 45 05 05.75   (N) 087 37 55.94   (W)   HD_HELD1
 DQ2491* NAVD 88 ORTHO HEIGHT -   182.135 (meters)      597.55  (feet) ADJUSTED
 DQ2491  ______________________________________________________________________
 DQ2491  GEOID HEIGHT    -        -36.940 (meters)                     GEOID18
 DQ2491  DYNAMIC HEIGHT  -        182.117 (meters)      597.50  (feet) COMP
 DQ2491  MODELED GRAVITY -    980,514.9   (mgal)                       NAVD 88
 DQ2491
 DQ2491  VERT ORDER      -  SECOND    CLASS I
 DQ2491
 DQ2491.The horizontal coordinates were determined by differentially corrected
 DQ2491.hand held GPS observations or other comparable positioning techniques
 DQ2491.and have an estimated accuracy of +/- 3 meters.
 DQ2491
 DQ2491.The orthometric height was determined by differential leveling and
 DQ2491.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2491.in February 2017.
 DQ2491
 DQ2491.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2491.GEOID18 height accuracy estimate available here.
 DQ2491
 DQ2491.Click photographs - Photos may exist for this station.
 DQ2491
 DQ2491.The dynamic height is computed by dividing the NAVD 88
 DQ2491.geopotential number by the normal gravity value computed on the
 DQ2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2491.degrees latitude (g = 980.6199 gals.).
 DQ2491
 DQ2491.The modeled gravity was interpolated from observed gravity values.
 DQ2491
 DQ2491;                    North         East    Units  Estimated Accuracy
 DQ2491;SPC WI C     -   141,794.6     786,380.9     MT  (+/- 3 meters HH1 GPS) 
 DQ2491
 DQ2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5024692579(NAD 83)
 DQ2491
 DQ2491                          SUPERSEDED SURVEY CONTROL
 DQ2491
 DQ2491.No superseded survey control is available for this station.
 DQ2491
 DQ2491_MARKER: DD = SURVEY DISK
 DQ2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2491_STAMPING: 6L16 2007
 DQ2491_MARK LOGO: WIDT
 DQ2491_PROJECTION: FLUSH
 DQ2491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2491+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2015
 DQ2491
 DQ2491  HISTORY     - Date     Condition        Report By
 DQ2491  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2491  HISTORY     - 20150825 GOOD             WIDT
 DQ2491
 DQ2491                          STATION DESCRIPTION
 DQ2491
 DQ2491'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2491'THE STATION IS IN THE CITY OF MARINETTE, ABOUT 20 MI (32.2 KM) EAST OF
 DQ2491'COLEMAN AND 6 MI (9.7 KM) NORTHEAST OF PESHTIGO.
 DQ2491'
 DQ2491'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DQ2491'HIGHWAY 64 WEST (HALL AVENUE WITH MARINETTE AVENUE) IN THE CITY OF
 DQ2491'MARINETTE, GO EAST ON US HIGHWAY 41 AND STATE HIGHWAY 64 (HALL AVENUE)
 DQ2491'FOR 0.3 MI (0.5 KM) TO STEPHENSON STREET ON THE RIGHT.  TURN RIGHT AND
 DQ2491'GO SOUTHEAST ON STEPHENSON STREET FOR 0.2 MI (0.3 KM) TO PIERCE AVENUE
 DQ2491'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON PIERCE AVENUE FOR 0.8 MI
 DQ2491'(1.3 KM) TO CLEVELAND AVENUE.  TURN RIGHT AND GO WEST ON CLEVELAND
 DQ2491'AVENUE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DQ2491'
 DQ2491'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2491'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2491'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2491'ROAD GRADE.  THE STATION IS 9.1 M (29.9 FT) SOUTH OF THE CENTERLINE OF
 DQ2491'CLEVELAND AVENUE, 75 M (246.1 FT) EAST OF THE NORTH ENTRANCE DRIVEWAY
 DQ2491'FOR MARINETTE HIGH SCHOOL, 58.5 M (191.9 FT) WEST OF THE CENTER OF A
 DQ2491'GATED FIELD ACCESS DRIVEWAY, 32.6 M (107.0 FT) EAST-NORTHEAST OF A
 DQ2491'POWER POLE -45DD6-, 27.9 M (91.5 FT) WEST-NORTHWEST OF A POWER POLE
 DQ2491'-45AA7-, 10.3 M (33.8 FT) NORTH OF A CYCLONE FENCE, AND 0.6 M (2.0 FT)
 DQ2491'NORTH OF A WHITE PLASTIC WITNESS POST.
 DQ2491'
 DQ2491'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2491'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES TO THE NORTHWEST OF
 DQ2491'THE STATION AND POWER LINES NEARLY OVERHEAD TO THE SOUTH OF THE
 DQ2491'STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8850 ***********************************************************************
 DP8850  DESIGNATION -  6L66
 DP8850  PID         -  DP8850
 DP8850  STATE/COUNTY-  WI/MARINETTE
 DP8850  COUNTRY     -  US
 DP8850  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 DP8850
 DP8850                         *CURRENT SURVEY CONTROL
 DP8850  ______________________________________________________________________
 DP8850* NAD 83(1986) POSITION- 45 23 10.30   (N) 087 56 46.25   (W)   HD_HELD1
 DP8850* NAVD 88 ORTHO HEIGHT -   230.606 (meters)      756.58  (feet) ADJUSTED
 DP8850  ______________________________________________________________________
 DP8850  GEOID HEIGHT    -        -35.904 (meters)                     GEOID18
 DP8850  DYNAMIC HEIGHT  -        230.593 (meters)      756.54  (feet) COMP
 DP8850  MODELED GRAVITY -    980,557.6   (mgal)                       NAVD 88
 DP8850
 DP8850  VERT ORDER      -  SECOND    CLASS I
 DP8850
 DP8850.The horizontal coordinates were determined by differentially corrected
 DP8850.hand held GPS observations or other comparable positioning techniques
 DP8850.and have an estimated accuracy of +/- 3 meters.
 DP8850
 DP8850.The orthometric height was determined by differential leveling and
 DP8850.adjusted by the NATIONAL GEODETIC SURVEY
 DP8850.in February 2017.
 DP8850
 DP8850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8850.GEOID18 height accuracy estimate available here.
 DP8850
 DP8850.Click photographs - Photos may exist for this station.
 DP8850
 DP8850.The dynamic height is computed by dividing the NAVD 88
 DP8850.geopotential number by the normal gravity value computed on the
 DP8850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8850.degrees latitude (g = 980.6199 gals.).
 DP8850
 DP8850.The modeled gravity was interpolated from observed gravity values.
 DP8850
 DP8850;                    North         East    Units  Estimated Accuracy
 DP8850;SPC WI C     -   174,591.1     760,825.3     MT  (+/- 3 meters HH1 GPS) 
 DP8850
 DP8850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2592926288(NAD 83)
 DP8850
 DP8850                          SUPERSEDED SURVEY CONTROL
 DP8850
 DP8850.No superseded survey control is available for this station.
 DP8850
 DP8850_MARKER: DD = SURVEY DISK
 DP8850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8850_STAMPING: 6L66 2007
 DP8850_MARK LOGO: WIDT
 DP8850_PROJECTION: PROJECTING 8 CENTIMETERS
 DP8850_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8850+STABILITY: SURFACE MOTION
 DP8850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8850+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2014
 DP8850
 DP8850  HISTORY     - Date     Condition        Report By
 DP8850  HISTORY     - 2007     MONUMENTED       WIDT
 DP8850  HISTORY     - 20141020 GOOD             WIDT
 DP8850
 DP8850                          STATION DESCRIPTION
 DP8850
 DP8850'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8850'THE STATION IS IN THE VILLAGE OF WAUSAUKEE, APPROXIMATELY 10.8 MI
 DP8850'(17.4 KM) NORTH-NORTHEAST OF CRIVITZ AND 8.4 MI (13.5 KM)
 DP8850'SOUTH-SOUTHEAST OF AMBERG.
 DP8850'
 DP8850'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8850'HIGHWAY C IN THE VILLAGE OF WAUSAUKEE, GO NORTH ON US HIGHWAY 141 FOR
 DP8850'ABOUT 450 FT (137.2 M) TO NORTH AVENUE ON THE RIGHT.  TURN RIGHT AND
 DP8850'GO EAST ON NORTH AVENUE FOR 0.5 MI (0.8 KM) PASSING THROUGH EVERGREEN
 DP8850'PARK TO THE JUNCTION OF GUMM ROAD ON THE LEFT, PIKE RIVER ROAD AHEAD
 DP8850'AND CEDAR STREET ON THE RIGHT.  TURN LEFT AND GO NORTH ON GUMM ROAD
 DP8850'FOR 0.35 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DP8850'
 DP8850'THE CONTINUOUSLY OPERATING REFERENCE STATION IS 42.7 M (140.1 FT) EAST
 DP8850'OF THE CENTERLINE OF GUMM ROAD, 11.4 M (37.4 FT) SOUTH OF A CYCLONE
 DP8850'SECURITY FENCE WHICH SURROUNDS THE WATER TREATMENT FACILITY AND 2.0 M
 DP8850'(6.6 FT) NORTH OF A BARBED WIRE FENCE.
 DP8850'
 DP8850'NOTE-THIS STATION IS THE BASE MARK FOR A CONTINUOUSLY OPERATING
 DP8850'REFERENCE STATION AND IS NOT SUITABLE FOR GPS OBSERVATIONS.  THE
 DP8850'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP8850'SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF THE WEST
 DP8850'SIDE OF THE 36 INCH (91 CM) DIAMETER, 12 FT (3.7 M) DEEP CONCRETE
 DP8850'FOUNDATION FOR A CONTINUOUSLY OPERATING REFERENCE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2469 ***********************************************************************
 DQ2469  DESIGNATION -  6L67
 DQ2469  PID         -  DQ2469
 DQ2469  STATE/COUNTY-  WI/MARINETTE
 DQ2469  COUNTRY     -  US
 DQ2469  USGS QUAD   -  WAUSAUKEE SOUTH (2018)
 DQ2469
 DQ2469                         *CURRENT SURVEY CONTROL
 DQ2469  ______________________________________________________________________
 DQ2469* NAD 83(1986) POSITION- 45 21 45.5    (N) 087 55 14.5    (W)   HD_HELD2
 DQ2469* NAVD 88 ORTHO HEIGHT -   214.994 (meters)      705.36  (feet) ADJUSTED
 DQ2469  ______________________________________________________________________
 DQ2469  GEOID HEIGHT    -        -36.017 (meters)                     GEOID18
 DQ2469  DYNAMIC HEIGHT  -        214.982 (meters)      705.32  (feet) COMP
 DQ2469  MODELED GRAVITY -    980,554.7   (mgal)                       NAVD 88
 DQ2469
 DQ2469  VERT ORDER      -  SECOND    CLASS I
 DQ2469
 DQ2469.The horizontal coordinates were established by autonomous hand held GPS
 DQ2469.observations and have an estimated accuracy of +/- 10 meters.
 DQ2469
 DQ2469.The orthometric height was determined by differential leveling and
 DQ2469.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2469.in February 2017.
 DQ2469
 DQ2469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2469.GEOID18 height accuracy estimate available here.
 DQ2469
 DQ2469.Click photographs - Photos may exist for this station.
 DQ2469
 DQ2469.The dynamic height is computed by dividing the NAVD 88
 DQ2469.geopotential number by the normal gravity value computed on the
 DQ2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2469.degrees latitude (g = 980.6199 gals.).
 DQ2469
 DQ2469.The modeled gravity was interpolated from observed gravity values.
 DQ2469
 DQ2469;                    North         East    Units  Estimated Accuracy
 DQ2469;SPC WI C     -   172,025.      762,888.      MT  (+/- 10 meters HH2 GPS)
 DQ2469
 DQ2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2789423648(NAD 83)
 DQ2469
 DQ2469                          SUPERSEDED SURVEY CONTROL
 DQ2469
 DQ2469.No superseded survey control is available for this station.
 DQ2469
 DQ2469_MARKER: DD = SURVEY DISK
 DQ2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2469_STAMPING: 6L67 2007
 DQ2469_MARK LOGO: WIDT
 DQ2469_PROJECTION: FLUSH
 DQ2469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2469+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2015
 DQ2469
 DQ2469  HISTORY     - Date     Condition        Report By
 DQ2469  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2469  HISTORY     - 20150803 GOOD             WIDT
 DQ2469
 DQ2469                          STATION DESCRIPTION
 DQ2469
 DQ2469'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2469'THE STATION IS 10 MI (16.1 KM) SOUTH-SOUTHEAST OF AMBERG, 10 MI (16.1
 DQ2469'KM) NORTH-NORTHEAST OF CRIVITZ, AND 1.6 MI (2.6 KM) OF WAUSAUKEE.
 DQ2469'
 DQ2469'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE
 DQ2469'HIGHWAY 180 IN THE VILLAGE OF WAUSAUKEE, GO EAST ON STATE HIGHWAY 180
 DQ2469'SOUTH FOR 1.3 MI (2.1 KM) TO SCHROEDER LANE ON THE LEFT AND SCHLIES
 DQ2469'ROAD ON THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY 180 FOR 0.3 MI (0.5
 DQ2469'KM) TO THE STATION ON THE LEFT.
 DQ2469'
 DQ2469'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2469'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2469'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2469'STATION IS 15.5 M (50.9 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DQ2469'180, 71.6 M (234.9 FT) WEST OF A POWER POLE -3121 6E6-, 59.8 M (196.2
 DQ2469'FT) WEST OF A RIGHT-OF-WAY POST, 7 M (23.0 FT) EAST OF THE CENTER OF A
 DQ2469'GRAVEL DRIVEWAY, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ2469'THREE WHITE PLASTIC WITNESS POSTS.
 DQ2469'
 DQ2469'NOTE-THIS STATION IS OBSTRUCTED BY A TREELINE TO THE NORTH EXTENDING
 DQ2469'TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2468 ***********************************************************************
 DQ2468  DESIGNATION -  6L68
 DQ2468  PID         -  DQ2468
 DQ2468  STATE/COUNTY-  WI/MARINETTE
 DQ2468  COUNTRY     -  US
 DQ2468  USGS QUAD   -  WAUSAUKEE SOUTH (2018)
 DQ2468
 DQ2468                         *CURRENT SURVEY CONTROL
 DQ2468  ______________________________________________________________________
 DQ2468* NAD 83(1986) POSITION- 45 21 02.34   (N) 087 53 16.59   (W)   HD_HELD1
 DQ2468* NAVD 88 ORTHO HEIGHT -   210.692 (meters)      691.25  (feet) ADJUSTED
 DQ2468  ______________________________________________________________________
 DQ2468  GEOID HEIGHT    -        -36.115 (meters)                     GEOID18
 DQ2468  DYNAMIC HEIGHT  -        210.679 (meters)      691.20  (feet) COMP
 DQ2468  MODELED GRAVITY -    980,551.7   (mgal)                       NAVD 88
 DQ2468
 DQ2468  VERT ORDER      -  SECOND    CLASS I
 DQ2468
 DQ2468.The horizontal coordinates were determined by differentially corrected
 DQ2468.hand held GPS observations or other comparable positioning techniques
 DQ2468.and have an estimated accuracy of +/- 3 meters.
 DQ2468
 DQ2468.The orthometric height was determined by differential leveling and
 DQ2468.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2468.in February 2017.
 DQ2468
 DQ2468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2468.GEOID18 height accuracy estimate available here.
 DQ2468
 DQ2468.Click photographs - Photos may exist for this station.
 DQ2468
 DQ2468.The dynamic height is computed by dividing the NAVD 88
 DQ2468.geopotential number by the normal gravity value computed on the
 DQ2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2468.degrees latitude (g = 980.6199 gals.).
 DQ2468
 DQ2468.The modeled gravity was interpolated from observed gravity values.
 DQ2468
 DQ2468;                    North         East    Units  Estimated Accuracy
 DQ2468;SPC WI C     -   170,759.2     765,487.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2468
 DQ2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3044422287(NAD 83)
 DQ2468
 DQ2468                          SUPERSEDED SURVEY CONTROL
 DQ2468
 DQ2468.No superseded survey control is available for this station.
 DQ2468
 DQ2468_MARKER: DD = SURVEY DISK
 DQ2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2468_STAMPING: 6L68 2007
 DQ2468_MARK LOGO: WIDT
 DQ2468_PROJECTION: FLUSH
 DQ2468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2468+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2015
 DQ2468
 DQ2468  HISTORY     - Date     Condition        Report By
 DQ2468  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2468  HISTORY     - 20150804 GOOD             WIDT
 DQ2468
 DQ2468                          STATION DESCRIPTION
 DQ2468
 DQ2468'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2468'THE STATION IS 12 MI (19.3 KM) SOUTH-SOUTHEAST OF AMBERG, 10 MI (16.1
 DQ2468'KM) NORTHEAST OF CRIVITZ, AND 3.5 MI (5.6 KM) EAST-SOUTHEAST OF
 DQ2468'WAUSAUKEE.
 DQ2468'
 DQ2468'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE
 DQ2468'HIGHWAY 180 IN THE VILLAGE OF WAUSAUKEE, GO EAST ON STATE HIGHWAY 180
 DQ2468'SOUTH FOR 3.25 MI (5.2 KM) TO MUD LAKE ROAD ON THE LEFT AND HIGHWAY XX
 DQ2468'ON THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY 180 FOR 0.45 MI (0.7 KM)
 DQ2468'TO OXBOW LANE ON THE LEFT AND THE STATION ON THE LEFT.
 DQ2468'
 DQ2468'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2468'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2468'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2468'STATION IS 13.9 M (45.6 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DQ2468'180, 26 M (85.3 FT) EAST OF THE CENTER OF OXBOW LANE, 39.0 M (128.0
 DQ2468'FT) NORTHEAST OF A POWER POLE -3321 9W10-, AND LOCATED IN THE CENTER
 DQ2468'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2468'
 DQ2468'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2468'DEGREES ABOVE THE HORIZON EXCEPT FOR DISTANT TREES TO THE SOUTHEAST
 DQ2468'AND TO THE SOUTHWEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2467 ***********************************************************************
 DQ2467  DESIGNATION -  6L69
 DQ2467  PID         -  DQ2467
 DQ2467  STATE/COUNTY-  WI/MARINETTE
 DQ2467  COUNTRY     -  US
 DQ2467  USGS QUAD   -  BEAR POINT (2017)
 DQ2467
 DQ2467                         *CURRENT SURVEY CONTROL
 DQ2467  ______________________________________________________________________
 DQ2467* NAD 83(1986) POSITION- 45 20 24.1    (N) 087 51 04.7    (W)   HD_HELD2
 DQ2467* NAVD 88 ORTHO HEIGHT -   207.808 (meters)      681.78  (feet) ADJUSTED
 DQ2467  ______________________________________________________________________
 DQ2467  GEOID HEIGHT    -        -36.226 (meters)                     GEOID18
 DQ2467  DYNAMIC HEIGHT  -        207.794 (meters)      681.74  (feet) COMP
 DQ2467  MODELED GRAVITY -    980,546.0   (mgal)                       NAVD 88
 DQ2467
 DQ2467  VERT ORDER      -  SECOND    CLASS I
 DQ2467
 DQ2467.The horizontal coordinates were established by autonomous hand held GPS
 DQ2467.observations and have an estimated accuracy of +/- 10 meters.
 DQ2467
 DQ2467.The orthometric height was determined by differential leveling and
 DQ2467.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2467.in February 2017.
 DQ2467
 DQ2467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2467.GEOID18 height accuracy estimate available here.
 DQ2467
 DQ2467.Click photographs - Photos may exist for this station.
 DQ2467
 DQ2467.The dynamic height is computed by dividing the NAVD 88
 DQ2467.geopotential number by the normal gravity value computed on the
 DQ2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2467.degrees latitude (g = 980.6199 gals.).
 DQ2467
 DQ2467.The modeled gravity was interpolated from observed gravity values.
 DQ2467
 DQ2467;                    North         East    Units  Estimated Accuracy
 DQ2467;SPC WI C     -   169,654.      768,389.      MT  (+/- 10 meters HH2 GPS)
 DQ2467
 DQ2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3330221076(NAD 83)
 DQ2467
 DQ2467                          SUPERSEDED SURVEY CONTROL
 DQ2467
 DQ2467.No superseded survey control is available for this station.
 DQ2467
 DQ2467_MARKER: DD = SURVEY DISK
 DQ2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2467_STAMPING: 6L69 2007
 DQ2467_MARK LOGO: WIDT
 DQ2467_PROJECTION: FLUSH
 DQ2467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2467+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2015
 DQ2467
 DQ2467  HISTORY     - Date     Condition        Report By
 DQ2467  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2467  HISTORY     - 20150804 GOOD             WIDT
 DQ2467
 DQ2467                          STATION DESCRIPTION
 DQ2467
 DQ2467'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2467'THE STATION IS 13 MI (20.9 KM) SOUTHEAST OF AMBER, 10.5 MI (16.9 KM)
 DQ2467'NORTHEAST OF CRIVITZ, AND 5.5 MI (8.8 KM) SOUTHEAST OF WAUSAUKEE.
 DQ2467'
 DQ2467'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE
 DQ2467'HIGHWAY 180 IN THE VILLAGE OF WAUSAUKEE, GO EAST ON STATE HIGHWAY 180
 DQ2467'SOUTH FOR 5.35 MI (8.6 KM) TO DEER LANE ROAD, CONTINUE EAST ON STATE
 DQ2467'HIGHWAY 180 FOR 0.25 MI (0.4 KM) TO OLD C ROAD ON THE LEFT AND THE
 DQ2467'STATION ON THE LEFT.
 DQ2467'
 DQ2467'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2467'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2467'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2467'STATION IS 15.6 M (51.2 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DQ2467'180, 25 M (82.0 FT) EAST OF THE CENTER OF OLD C ROAD, 14.4 M (47.2 FT)
 DQ2467'SOUTHEAST OF A POWER POLE -3321 11L15-, AND LOCATED IN THE CENTER OF A
 DQ2467'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2467'
 DQ2467'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTH EXTENDING
 DQ2467'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2465 ***********************************************************************
 DQ2465  DESIGNATION -  6L70
 DQ2465  PID         -  DQ2465
 DQ2465  STATE/COUNTY-  WI/MARINETTE
 DQ2465  COUNTRY     -  US
 DQ2465  USGS QUAD   -  BEAR POINT (2017)
 DQ2465
 DQ2465                         *CURRENT SURVEY CONTROL
 DQ2465  ______________________________________________________________________
 DQ2465* NAD 83(1986) POSITION- 45 20 09.8    (N) 087 46 38.9    (W)   HD_HELD2
 DQ2465* NAVD 88 ORTHO HEIGHT -   211.994 (meters)      695.52  (feet) ADJUSTED
 DQ2465  ______________________________________________________________________
 DQ2465  GEOID HEIGHT    -        -36.405 (meters)                     GEOID18
 DQ2465  DYNAMIC HEIGHT  -        211.979 (meters)      695.47  (feet) COMP
 DQ2465  MODELED GRAVITY -    980,540.9   (mgal)                       NAVD 88
 DQ2465
 DQ2465  VERT ORDER      -  SECOND    CLASS I
 DQ2465
 DQ2465.The horizontal coordinates were established by autonomous hand held GPS
 DQ2465.observations and have an estimated accuracy of +/- 10 meters.
 DQ2465
 DQ2465.The orthometric height was determined by differential leveling and
 DQ2465.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2465.in February 2017.
 DQ2465
 DQ2465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2465.GEOID18 height accuracy estimate available here.
 DQ2465
 DQ2465.Click photographs - Photos may exist for this station.
 DQ2465
 DQ2465.The dynamic height is computed by dividing the NAVD 88
 DQ2465.geopotential number by the normal gravity value computed on the
 DQ2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2465.degrees latitude (g = 980.6199 gals.).
 DQ2465
 DQ2465.The modeled gravity was interpolated from observed gravity values.
 DQ2465
 DQ2465;                    North         East    Units  Estimated Accuracy
 DQ2465;SPC WI C     -   169,369.      774,185.      MT  (+/- 10 meters HH2 GPS)
 DQ2465
 DQ2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3908220576(NAD 83)
 DQ2465
 DQ2465                          SUPERSEDED SURVEY CONTROL
 DQ2465
 DQ2465.No superseded survey control is available for this station.
 DQ2465
 DQ2465_MARKER: DD = SURVEY DISK
 DQ2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2465_STAMPING: 6L70 2007
 DQ2465_MARK LOGO: WIDT
 DQ2465_PROJECTION: FLUSH
 DQ2465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2465+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2015
 DQ2465
 DQ2465  HISTORY     - Date     Condition        Report By
 DQ2465  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2465  HISTORY     - 20150805 GOOD             WIDT
 DQ2465
 DQ2465                          STATION DESCRIPTION
 DQ2465
 DQ2465'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2465'THE STATION IS 18 MI (29.0 KM) NORTHWEST OF MARINETTE, 13 MI (20.9 KM)
 DQ2465'NORTHEAST OF CRIVITZ, AND 9 MI (14.5 KM) EAST-SOUTHEAST OF WAUSAUKEE.
 DQ2465'
 DQ2465'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2465'COUNTY HIGHWAY JJ NORTH IN THE COMMUNITY OF MCALLISTER, ABOUT 12 MI
 DQ2465'(19.3 KM) EAST-SOUTHEAST OF THE VILLAGE OF WAUSAUKEE, GO WEST ON STATE
 DQ2465'HIGHWAY 180 NORTH FOR 3.1 MI (5.0 KM) TO HIATT ROAD ON THE RIGHT AND
 DQ2465'THE STATION ON THE RIGHT.
 DQ2465'
 DQ2465'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2465'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2465'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2465'STATION IS 16.4 M (53.8 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DQ2465'180, 12.0 M (39.4 FT) EAST OF THE CENTERLINE OF HIATT ROAD, 17.4 M
 DQ2465'(57.1 FT) WEST OF A POWER POLE -3322 9L4-, 5.2 M (17.1 FT) NORTHWEST
 DQ2465'OF A UTILITY JUNCTION BOX -7000 30-, AND 0.3 M (1.0 FT) WEST OF A
 DQ2465'WHITE PLASTIC WITNESS POST.
 DQ2465'
 DQ2465'NOTE-THIS STATION IS OBSTRUCTED BY A TREELINE TO THE NORTHEAST
 DQ2465'EXTENDING TO 60 DEGREES ABOVE THE HORIZON, A TREELINE TO THE SOUTH
 DQ2465'EXTENDING TO 30 DEGREES ABOVE THE HORIZON, AND A SMALL POWER LINE
 DQ2465'NEARLY DIRECTLY OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2464 ***********************************************************************
 DQ2464  DESIGNATION -  6L71
 DQ2464  PID         -  DQ2464
 DQ2464  STATE/COUNTY-  WI/MARINETTE
 DQ2464  COUNTRY     -  US
 DQ2464  USGS QUAD   -  BEAR POINT (2017)
 DQ2464
 DQ2464                         *CURRENT SURVEY CONTROL
 DQ2464  ______________________________________________________________________
 DQ2464* NAD 83(1986) POSITION- 45 19 41.84   (N) 087 45 33.07   (W)   HD_HELD1
 DQ2464* NAVD 88 ORTHO HEIGHT -   212.131 (meters)      695.97  (feet) ADJUSTED
 DQ2464  ______________________________________________________________________
 DQ2464  GEOID HEIGHT    -        -36.465 (meters)                     GEOID18
 DQ2464  DYNAMIC HEIGHT  -        212.115 (meters)      695.91  (feet) COMP
 DQ2464  MODELED GRAVITY -    980,538.4   (mgal)                       NAVD 88
 DQ2464
 DQ2464  VERT ORDER      -  SECOND    CLASS I
 DQ2464
 DQ2464.The horizontal coordinates were determined by differentially corrected
 DQ2464.hand held GPS observations or other comparable positioning techniques
 DQ2464.and have an estimated accuracy of +/- 3 meters.
 DQ2464
 DQ2464.The orthometric height was determined by differential leveling and
 DQ2464.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2464.in February 2017.
 DQ2464
 DQ2464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2464.GEOID18 height accuracy estimate available here.
 DQ2464
 DQ2464.Click photographs - Photos may exist for this station.
 DQ2464
 DQ2464.The dynamic height is computed by dividing the NAVD 88
 DQ2464.geopotential number by the normal gravity value computed on the
 DQ2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2464.degrees latitude (g = 980.6199 gals.).
 DQ2464
 DQ2464.The modeled gravity was interpolated from observed gravity values.
 DQ2464
 DQ2464;                    North         East    Units  Estimated Accuracy
 DQ2464;SPC WI C     -   168,545.4     775,642.0     MT  (+/- 3 meters HH1 GPS) 
 DQ2464
 DQ2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4050719700(NAD 83)
 DQ2464
 DQ2464                          SUPERSEDED SURVEY CONTROL
 DQ2464
 DQ2464.No superseded survey control is available for this station.
 DQ2464
 DQ2464_MARKER: DD = SURVEY DISK
 DQ2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2464_STAMPING: 6L71 2007
 DQ2464_MARK LOGO: WIDT
 DQ2464_PROJECTION: FLUSH
 DQ2464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2464+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2015
 DQ2464
 DQ2464  HISTORY     - Date     Condition        Report By
 DQ2464  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2464  HISTORY     - 20150805 GOOD             WIDT
 DQ2464
 DQ2464                          STATION DESCRIPTION
 DQ2464
 DQ2464'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2464'THE STATION IS 17 MI (27.4 KM) NORTHWEST OF MARINETTE, 14 MI (22.5 KM)
 DQ2464'NORTHEAST OF CRIVITZ, AND 10 MI (16.1 KM) EAST-SOUTHEAST OF WAUSAUKEE.
 DQ2464'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2464'COUNTY HIGHWAY JJ NORTH IN THE COMMUNITY OF MCALLISTER, ABOUT 12 MI
 DQ2464'(19.3 KM) EAST-SOUTHEAST OF THE VILLAGE OF WAUSAUKEE, GO WEST ON STATE
 DQ2464'HIGHWAY 180 NORTH FOR 1.0 MI (1.6 KM) TO WEBECK ROAD ON THE LEFT.
 DQ2464'CONTINUE WEST ON STATE HIGHWAY 180 FOR 0.8 MI (1.3 KM) TO THE STATION
 DQ2464'ON THE RIGHT.
 DQ2464'
 DQ2464'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2464'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2464'INCHES) DIAMETER CONCRETE POST, ABOUT 0.7 M (2.3 FT) LOWER THAN THE
 DQ2464'ROAD GRADE.  THE STATION IS 13.1 M (43.0 FT) NORTH OF THE CENTERLINE
 DQ2464'OF STATE HIGHWAY 180, 64.0 M (210.0 FT) EAST OF A UTILITY JUNCTION BOX
 DQ2464'-3000 18LP2-, 28.4 M (93.2 FT) NORTH-NORTHEAST OF A POWER POLE -3322
 DQ2464'16R2-, 26.5 M (86.9 FT) WEST OF THE CENTER OF A DRIVEWAY -W3334-, AND
 DQ2464'0.4 M (1.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DQ2464'
 DQ2464'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2464'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2463 ***********************************************************************
 DQ2463  DESIGNATION -  6L72
 DQ2463  PID         -  DQ2463
 DQ2463  STATE/COUNTY-  WI/MARINETTE
 DQ2463  COUNTRY     -  US
 DQ2463  USGS QUAD   -  MCALLISTER (2018)
 DQ2463
 DQ2463                         *CURRENT SURVEY CONTROL
 DQ2463  ______________________________________________________________________
 DQ2463* NAD 83(1986) POSITION- 45 19 37.43   (N) 087 43 02.05   (W)   HD_HELD1
 DQ2463* NAVD 88 ORTHO HEIGHT -   210.186 (meters)      689.59  (feet) ADJUSTED
 DQ2463  ______________________________________________________________________
 DQ2463  GEOID HEIGHT    -        -36.556 (meters)                     GEOID18
 DQ2463  DYNAMIC HEIGHT  -        210.170 (meters)      689.53  (feet) COMP
 DQ2463  MODELED GRAVITY -    980,535.1   (mgal)                       NAVD 88
 DQ2463
 DQ2463  VERT ORDER      -  SECOND    CLASS I
 DQ2463
 DQ2463.The horizontal coordinates were determined by differentially corrected
 DQ2463.hand held GPS observations or other comparable positioning techniques
 DQ2463.and have an estimated accuracy of +/- 3 meters.
 DQ2463
 DQ2463.The orthometric height was determined by differential leveling and
 DQ2463.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2463.in February 2017.
 DQ2463
 DQ2463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2463.GEOID18 height accuracy estimate available here.
 DQ2463
 DQ2463.Click photographs - Photos may exist for this station.
 DQ2463
 DQ2463.The dynamic height is computed by dividing the NAVD 88
 DQ2463.geopotential number by the normal gravity value computed on the
 DQ2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2463.degrees latitude (g = 980.6199 gals.).
 DQ2463
 DQ2463.The modeled gravity was interpolated from observed gravity values.
 DQ2463
 DQ2463;                    North         East    Units  Estimated Accuracy
 DQ2463;SPC WI C     -   168,500.9     778,933.1     MT  (+/- 3 meters HH1 GPS) 
 DQ2463
 DQ2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4379319534(NAD 83)
 DQ2463
 DQ2463                          SUPERSEDED SURVEY CONTROL
 DQ2463
 DQ2463.No superseded survey control is available for this station.
 DQ2463
 DQ2463_MARKER: DD = SURVEY DISK
 DQ2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2463_STAMPING: 6L72 2007
 DQ2463_MARK LOGO: WIDT
 DQ2463_PROJECTION: FLUSH
 DQ2463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2463+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2015
 DQ2463
 DQ2463  HISTORY     - Date     Condition        Report By
 DQ2463  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2463  HISTORY     - 20150805 GOOD             WIDT
 DQ2463
 DQ2463                          STATION DESCRIPTION
 DQ2463
 DQ2463'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2463'THE STATION IS 16 MI (25.7 KM) OF MARINETTE, 15 MI (24.1 KM) NORTHEAST
 DQ2463'OF CRIVITZ, AND 12 MI (19.3 KM) EAST-SOUTHEAST OF WAUSAUKEE.
 DQ2463'
 DQ2463'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2463'COUNTY HIGHWAY JJ EAST, IN THE COMMUNITY OF MCALLISTER, ABOUT 12 MI
 DQ2463'(19.3 KM) EAST-SOUTHEAST OF THE VILLAGE OF WAUSAUKEE.
 DQ2463'
 DQ2463'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2463'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2463'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2463'STATION IS 21.6 M (70.9 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DQ2463'HIGHWAY 180, 13.0 M (42.7 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DQ2463'HIGHWAY JJ EAST, 37.7 M (123.7 FT) SOUTHEAST OF A POWER POLE -3322
 DQ2463'14R15-, 21.2 M (69.6 FT) NORTH OF A RIGHT-OF-WAY POST, AND 0.4 M (1.3
 DQ2463'FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DQ2463'
 DQ2463'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2463'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREELINE TO THE SOUTH EXTENDING
 DQ2463'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2563 ***********************************************************************
 DL2563  DESIGNATION -  6M11
 DL2563  PID         -  DL2563
 DL2563  STATE/COUNTY-  WI/DOOR
 DL2563  COUNTRY     -  US
 DL2563  USGS QUAD   -  EGG HARBOR (2018)
 DL2563
 DL2563                         *CURRENT SURVEY CONTROL
 DL2563  ______________________________________________________________________
 DL2563* NAD 83(2011) POSITION- 45 00 24.38339(N) 087 18 24.37756(W)   ADJUSTED
 DL2563* NAD 83(2011) ELLIP HT-   197.582 (meters)        (04/14/17)   ADJUSTED
 DL2563* NAD 83(2011) EPOCH   -  2010.00
 DL2563* NAVD 88 ORTHO HEIGHT -   234.561 (meters)      769.56  (feet) ADJUSTED
 DL2563  ______________________________________________________________________
 DL2563  GEOID HEIGHT    -        -36.979 (meters)                     GEOID18
 DL2563  NAD 83(2011) X  -    212,255.901 (meters)                     COMP
 DL2563  NAD 83(2011) Y  - -4,512,208.755 (meters)                     COMP
 DL2563  NAD 83(2011) Z  -  4,488,020.355 (meters)                     COMP
 DL2563  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 DL2563  DYNAMIC HEIGHT  -        234.539 (meters)      769.48  (feet) COMP
 DL2563  MODELED GRAVITY -    980,518.8   (mgal)                       NAVD 88
 DL2563
 DL2563  VERT ORDER      -  SECOND    CLASS I
 DL2563
 DL2563  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2563  Standards:
 DL2563         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2563            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2563  -------------------------------------------------------------------
 DL2563  NETWORK    0.63   0.96           0.28   0.23   0.49     -0.00026991
 DL2563  -------------------------------------------------------------------
 DL2563  Click here for local accuracies and other accuracy information.
 DL2563
 DL2563.The horizontal coordinates were established by GPS observations
 DL2563.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2563
 DL2563.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2563.been affixed to the stable North American tectonic plate. See 
 DL2563.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2563
 DL2563.The horizontal coordinates are valid at the epoch date displayed above
 DL2563.which is a decimal equivalence of Year/Month/Day.
 DL2563
 DL2563.The orthometric height was determined by differential leveling and
 DL2563.adjusted by the WI DEPT OF TRANSP
 DL2563.in May 2012.
 DL2563
 DL2563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2563.GEOID18 height accuracy estimate available here.
 DL2563
 DL2563.Click photographs - Photos may exist for this station.
 DL2563
 DL2563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2563
 DL2563.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2563
 DL2563.The ellipsoidal height was determined by GPS observations
 DL2563.and is referenced to NAD 83.
 DL2563
 DL2563.The dynamic height is computed by dividing the NAVD 88
 DL2563.geopotential number by the normal gravity value computed on the
 DL2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2563.degrees latitude (g = 980.6199 gals.).
 DL2563
 DL2563.The modeled gravity was interpolated from observed gravity values.
 DL2563
 DL2563. The following values were computed from the NAD 83(2011) position.
 DL2563
 DL2563;                    North         East     Units Scale Factor Converg.
 DL2563;SPC WI C     -   133,912.304   812,276.558   MT  0.99994330   +1 54 01.0
 DL2563;SPC WI C     -   439,343.95  2,664,944.01   sFT  0.99994330   +1 54 01.0
 DL2563;UTM  16      - 4,983,748.583   475,824.558   MT  0.99960719   -0 13 01.0
 DL2563
 DL2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2563!SPC WI C     -   0.99996902  x   0.99994330  =   0.99991232
 DL2563!UTM  16      -   0.99996902  x   0.99960719  =   0.99957622
 DL2563
 DL2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7582483748(NAD 83)
 DL2563
 DL2563                          SUPERSEDED SURVEY CONTROL
 DL2563
 DL2563.No superseded survey control is available for this station.
 DL2563
 DL2563_MARKER: DD = SURVEY DISK
 DL2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2563_STAMPING: 6M11 2007
 DL2563_MARK LOGO: WIDT
 DL2563_PROJECTION: FLUSH
 DL2563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2563+STABILITY: SURFACE MOTION
 DL2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2563+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2019
 DL2563
 DL2563  HISTORY     - Date     Condition        Report By
 DL2563  HISTORY     - 2008     MONUMENTED       WIDT
 DL2563  HISTORY     - 20081021 GOOD             WIDT
 DL2563  HISTORY     - 20150420 GOOD             WIDT
 DL2563  HISTORY     - 20180813 GOOD             USPSQD
 DL2563  HISTORY     - 20190821 GOOD             WIDT
 DL2563
 DL2563                          STATION DESCRIPTION
 DL2563
 DL2563'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2563'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2563'HIGHWAY T ON THE SOUTHEAST SIDE OF THE VILLAGE OF EGG HARBOR, GO
 DL2563'SOUTHWEST ON STATE HIGHWAY 42 FOR 2.6 MI (4.2 KM) TO WILLOW ROAD LEFT
 DL2563'AND HORSESHOE BAY ROAD RIGHT, CONTINUE SOUTHWEST ON STATE HIGHWAY 42
 DL2563'FOR 0.2 MILE TO SUNNY POINT ROAD LEFT AND THE STATION ON THE LEFT.
 DL2563'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2563'GEODETIC SURVEY CONTROL STATION DISK STAMPED --6M11 2007-- SET IN THE
 DL2563'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE COLUMN KEYED INTO BEDROCK,
 DL2563'PROJECTING 0.6 M (2.0 FT) ABOVE THE BEDROCK, FLUSH WITH THE GROUND,
 DL2563'AND APPROXIMATELY 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DL2563'STATION IS 14.1 M (46.3 FT) NORTHEAST OF SUNNY POINT ROAD, 18.7 M
 DL2563'(61.4 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 42, 5.1 M (16.7
 DL2563'FT) NORTHEAST OF A --STOP-- SIGN WOOD POST, AND 0.5 M (1.6 FT)
 DL2563'NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DL2563'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2563'HORIZON.
 DL2563
 DL2563                          STATION RECOVERY (2015)
 DL2563
 DL2563'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2563'RECOVERED AS DESCRIBED.
 DL2563
 DL2563                          STATION RECOVERY (2018)
 DL2563
 DL2563'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 DL2563'THE STATION IS 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DL2563
 DL2563                          STATION RECOVERY (2019)
 DL2563
 DL2563'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2563'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2570 ***********************************************************************
 DL2570  DESIGNATION -  6M13
 DL2570  PID         -  DL2570
 DL2570  STATE/COUNTY-  WI/DOOR
 DL2570  COUNTRY     -  US
 DL2570  USGS QUAD   -  EGG HARBOR (2018)
 DL2570
 DL2570                         *CURRENT SURVEY CONTROL
 DL2570  ______________________________________________________________________
 DL2570* NAD 83(1986) POSITION- 45 04 08.57   (N) 087 15 34.21   (W)   HD_HELD1
 DL2570* NAVD 88 ORTHO HEIGHT -   230.759 (meters)      757.08  (feet) ADJUSTED
 DL2570  ______________________________________________________________________
 DL2570  GEOID HEIGHT    -        -37.073 (meters)                     GEOID18
 DL2570  DYNAMIC HEIGHT  -        230.738 (meters)      757.01  (feet) COMP
 DL2570  MODELED GRAVITY -    980,519.6   (mgal)                       NAVD 88
 DL2570
 DL2570  VERT ORDER      -  SECOND    CLASS I
 DL2570
 DL2570.The horizontal coordinates were determined by differentially corrected
 DL2570.hand held GPS observations or other comparable positioning techniques
 DL2570.and have an estimated accuracy of +/- 3 meters.
 DL2570
 DL2570.The orthometric height was determined by differential leveling and
 DL2570.adjusted by the WI DEPT OF TRANSP
 DL2570.in May 2012.
 DL2570
 DL2570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2570.GEOID18 height accuracy estimate available here.
 DL2570
 DL2570.Click photographs - Photos may exist for this station.
 DL2570
 DL2570.The dynamic height is computed by dividing the NAVD 88
 DL2570.geopotential number by the normal gravity value computed on the
 DL2570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2570.degrees latitude (g = 980.6199 gals.).
 DL2570
 DL2570.The modeled gravity was interpolated from observed gravity values.
 DL2570
 DL2570;                    North         East    Units  Estimated Accuracy
 DL2570;SPC WI C     -   140,953.3     815,767.3     MT  (+/- 3 meters HH1 GPS) 
 DL2570
 DL2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7957190653(NAD 83)
 DL2570
 DL2570                          SUPERSEDED SURVEY CONTROL
 DL2570
 DL2570.No superseded survey control is available for this station.
 DL2570
 DL2570_MARKER: DD = SURVEY DISK
 DL2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2570_STAMPING: 6M13 2007
 DL2570_MARK LOGO: WIDT
 DL2570_PROJECTION: FLUSH
 DL2570_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2570+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2018
 DL2570
 DL2570  HISTORY     - Date     Condition        Report By
 DL2570  HISTORY     - 2008     MONUMENTED       WIDT
 DL2570  HISTORY     - 20081021 GOOD             WIDT
 DL2570  HISTORY     - 20180521 GOOD             GLENSC
 DL2570
 DL2570                          STATION DESCRIPTION
 DL2570
 DL2570'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2570'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2570'HIGHWAY EE APPROXIMATELY 1 MILE NORTH OF THE VILLAGE OF EGG HARBOR, GO
 DL2570'EAST ON COUNTY HIGHWAY EE FOR 0.09 MILE TO THE STATION ON THE RIGHT.
 DL2570'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2570'GEODETIC SURVEY CONTROL STATION DISK STAMPED --6M13 2007-- SET IN THE
 DL2570'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE COLUMN KEYED INTO BEDROCK,
 DL2570'PROJECTING 1.0 M (3.3 FT) ABOVE THE BEDROCK, FLUSH WITH THE GROUND,
 DL2570'AND APPROXIMATELY 1.5 M (4.9 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DL2570'STATION IS 9.4 M (30.8 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DL2570'EE, 28.6 M (93.8 FT) SOUTHEAST OF THE TOP CENTER OF TELEPHONE PEDESTAL
 DL2570'--2324--, 27.3 M (89.6 FT) SOUTHEAST OF POWER POLE --3027 18R12--,
 DL2570'16.4 M (53.8 FT) SOUTH-SOUTHWEST OF A --JCT 42, END COUNTY EE-- WOOD
 DL2570'SIGN POST, AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST, AND 1.0
 DL2570'M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2570'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2570'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2570
 DL2570                          STATION RECOVERY (2018)
 DL2570
 DL2570'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2570'THERE ARE POTENTIAL FUTURE OBSTRUCTIONS.  A PINE TREE 7 M (23.0 FT) TO
 DL2570'THE SOUTH-SOUTHEAST EXTENDS TO 20 DEGREES ABOVE THE HORIZON.  A PINE
 DL2570'TREE 8 M (26.2 FT) TO THE SOUTH-SOUTHWEST EXTENDS TO 15 DEGREES.  A
 DL2570'PINE TREE ONLY 1.5 M (4.9 FT) TO THE WEST OF THE STATION NOW IS 1 M
 DL2570'(3.3 FT) TALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2571 ***********************************************************************
 DL2571  DESIGNATION -  6M14
 DL2571  PID         -  DL2571
 DL2571  STATE/COUNTY-  WI/DOOR
 DL2571  COUNTRY     -  US
 DL2571  USGS QUAD   -  BAILEYS HARBOR WEST (2018)
 DL2571
 DL2571                         *CURRENT SURVEY CONTROL
 DL2571  ______________________________________________________________________
 DL2571* NAD 83(2011) POSITION- 45 05 29.84121(N) 087 14 52.63907(W)   ADJUSTED
 DL2571* NAD 83(2011) ELLIP HT-   176.004 (meters)        (04/14/17)   ADJUSTED
 DL2571* NAD 83(2011) EPOCH   -  2010.00
 DL2571* NAVD 88 ORTHO HEIGHT -   213.126 (meters)      699.23  (feet) ADJUSTED
 DL2571  ______________________________________________________________________
 DL2571  GEOID HEIGHT    -        -37.104 (meters)                     GEOID18
 DL2571  NAD 83(2011) X  -    216,566.581 (meters)                     COMP
 DL2571  NAD 83(2011) Y  - -4,505,307.345 (meters)                     COMP
 DL2571  NAD 83(2011) Z  -  4,494,667.246 (meters)                     COMP
 DL2571  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 DL2571  DYNAMIC HEIGHT  -        213.106 (meters)      699.17  (feet) COMP
 DL2571  MODELED GRAVITY -    980,518.9   (mgal)                       NAVD 88
 DL2571
 DL2571  VERT ORDER      -  SECOND    CLASS I
 DL2571
 DL2571  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2571  Standards:
 DL2571         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2571            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2571  -------------------------------------------------------------------
 DL2571  NETWORK    0.56   0.86           0.25   0.20   0.44      0.01161839
 DL2571  -------------------------------------------------------------------
 DL2571  Click here for local accuracies and other accuracy information.
 DL2571
 DL2571.The horizontal coordinates were established by GPS observations
 DL2571.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2571
 DL2571.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2571.been affixed to the stable North American tectonic plate. See 
 DL2571.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2571
 DL2571.The horizontal coordinates are valid at the epoch date displayed above
 DL2571.which is a decimal equivalence of Year/Month/Day.
 DL2571
 DL2571.The orthometric height was determined by differential leveling and
 DL2571.adjusted by the WI DEPT OF TRANSP
 DL2571.in May 2012.
 DL2571
 DL2571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2571.GEOID18 height accuracy estimate available here.
 DL2571
 DL2571.Click photographs - Photos may exist for this station.
 DL2571
 DL2571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2571
 DL2571.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2571
 DL2571.The ellipsoidal height was determined by GPS observations
 DL2571.and is referenced to NAD 83.
 DL2571
 DL2571.The dynamic height is computed by dividing the NAVD 88
 DL2571.geopotential number by the normal gravity value computed on the
 DL2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2571.degrees latitude (g = 980.6199 gals.).
 DL2571
 DL2571.The modeled gravity was interpolated from observed gravity values.
 DL2571
 DL2571. The following values were computed from the NAD 83(2011) position.
 DL2571
 DL2571;                    North         East     Units Scale Factor Converg.
 DL2571;SPC WI C     -   143,491.350   816,591.125   MT  0.99994776   +1 56 30.4
 DL2571;SPC WI C     -   470,771.20  2,679,099.38   sFT  0.99994776   +1 56 30.4
 DL2571;UTM  16      - 4,993,158.488   480,488.501   MT  0.99960468   -0 10 32.2
 DL2571
 DL2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2571!SPC WI C     -   0.99997241  x   0.99994776  =   0.99992017
 DL2571!UTM  16      -   0.99997241  x   0.99960468  =   0.99957710
 DL2571
 DL2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8048893158(NAD 83)
 DL2571
 DL2571                          SUPERSEDED SURVEY CONTROL
 DL2571
 DL2571.No superseded survey control is available for this station.
 DL2571
 DL2571_MARKER: DD = SURVEY DISK
 DL2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2571_STAMPING: 6M14 2007
 DL2571_MARK LOGO: WIDT
 DL2571_PROJECTION: FLUSH
 DL2571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2571+STABILITY: SURFACE MOTION
 DL2571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2571+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2018
 DL2571
 DL2571  HISTORY     - Date     Condition        Report By
 DL2571  HISTORY     - 2008     MONUMENTED       WIDT
 DL2571  HISTORY     - 20081022 GOOD             WIDT
 DL2571  HISTORY     - 20150420 GOOD             WIDT
 DL2571  HISTORY     - 20180521 GOOD             GLENSC
 DL2571
 DL2571                          STATION DESCRIPTION
 DL2571
 DL2571'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2571'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2571'HIGHWAY EE APPROXIMATELY 1 MILE NORTH OF THE VILLAGE OF EGG HARBOR, GO
 DL2571'NORTH ON STATE HIGHWAY 42 FOR 1.6 MI (2.6 KM) TO PENINSULA PLAYERS
 DL2571'ROAD, CONTINUE NORTH ON STATE HIGHWAY 42 FOR 0.04 MILE TO THE STATION
 DL2571'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2571'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --6M14
 DL2571'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4
 DL2571'M (8.0 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT)
 DL2571'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M (34.1 FT) WEST OF
 DL2571'THE CENTERLINE OF STATE HIGHWAY 42, APPROXIMATELY 73 M (239.5 FT)
 DL2571'NORTH OF PENINSULA PLAYERS ROAD, 33.5 M (109.9 FT) NORTHWEST OF A --NO
 DL2571'PASSING ZONE-- WOOD SIGN POST, 26.0 M (85.3 FT) WEST-NORTHWEST OF
 DL2571'POWER POLE --3027 8W22-- WITH ONE TRANSFORMER, 24.1 M (79.1 FT) SOUTH
 DL2571'OF THE WEST WOOD POST OF A --HANDS ON ART STUDIO LEFT-- SIGN, AND 1.0
 DL2571'M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST, AND 1.0 M (3.3 FT)
 DL2571'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DL2571'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DL2571'ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING TO 20
 DL2571'DEGREES ABOVE THE HORIZON.
 DL2571
 DL2571                          STATION RECOVERY (2015)
 DL2571
 DL2571'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2571'RECOVERED AS DESCRIBED.
 DL2571
 DL2571                          STATION RECOVERY (2018)
 DL2571
 DL2571'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2572 ***********************************************************************
 DL2572  DESIGNATION -  6M15
 DL2572  PID         -  DL2572
 DL2572  STATE/COUNTY-  WI/DOOR
 DL2572  COUNTRY     -  US
 DL2572  USGS QUAD   -  BAILEYS HARBOR WEST (2018)
 DL2572
 DL2572                         *CURRENT SURVEY CONTROL
 DL2572  ______________________________________________________________________
 DL2572* NAD 83(1986) POSITION- 45 06 44.53   (N) 087 14 45.35   (W)   HD_HELD1
 DL2572* NAVD 88 ORTHO HEIGHT -   217.174 (meters)      712.51  (feet) ADJUSTED
 DL2572  ______________________________________________________________________
 DL2572  GEOID HEIGHT    -        -37.128 (meters)                     GEOID18
 DL2572  DYNAMIC HEIGHT  -        217.153 (meters)      712.44  (feet) COMP
 DL2572  MODELED GRAVITY -    980,517.8   (mgal)                       NAVD 88
 DL2572
 DL2572  VERT ORDER      -  SECOND    CLASS I
 DL2572
 DL2572.The horizontal coordinates were determined by differentially corrected
 DL2572.hand held GPS observations or other comparable positioning techniques
 DL2572.and have an estimated accuracy of +/- 3 meters.
 DL2572
 DL2572.The orthometric height was determined by differential leveling and
 DL2572.adjusted by the WI DEPT OF TRANSP
 DL2572.in May 2012.
 DL2572
 DL2572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2572.GEOID18 height accuracy estimate available here.
 DL2572
 DL2572.Click photographs - Photos may exist for this station.
 DL2572
 DL2572.The dynamic height is computed by dividing the NAVD 88
 DL2572.geopotential number by the normal gravity value computed on the
 DL2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2572.degrees latitude (g = 980.6199 gals.).
 DL2572
 DL2572.The modeled gravity was interpolated from observed gravity values.
 DL2572
 DL2572;                    North         East    Units  Estimated Accuracy
 DL2572;SPC WI C     -   145,801.0     816,672.2     MT  (+/- 3 meters HH1 GPS) 
 DL2572
 DL2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8065495462(NAD 83)
 DL2572
 DL2572                          SUPERSEDED SURVEY CONTROL
 DL2572
 DL2572.No superseded survey control is available for this station.
 DL2572
 DL2572_MARKER: DD = SURVEY DISK
 DL2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2572_STAMPING: 6M15 2007
 DL2572_MARK LOGO: WIDT
 DL2572_PROJECTION: FLUSH
 DL2572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2572+STABILITY: SURFACE MOTION
 DL2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2572+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2018
 DL2572
 DL2572  HISTORY     - Date     Condition        Report By
 DL2572  HISTORY     - 2008     MONUMENTED       WIDT
 DL2572  HISTORY     - 20081022 GOOD             WIDT
 DL2572  HISTORY     - 20180521 GOOD             GLENSC
 DL2572
 DL2572                          STATION DESCRIPTION
 DL2572
 DL2572'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2572'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2572'HIGHWAY EE APPROXIMATELY 1 MILE NORTH OF THE VILLAGE OF EGG HARBOR, GO
 DL2572'NORTH ON STATE HIGHWAY 42 FOR 3.1 MI (5.0 KM) TO COTTAGE ROW ROAD
 DL2572'LEFT, TURN LEFT AND GO WEST ON COTTAGE ROW ROAD FOR 40 M (131.2 FT) TO
 DL2572'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2572'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2572'STAMPED --6M15 2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DL2572'CONCRETE COLUMN KEYED INTO BEDROCK, PROJECTING 0.5 M (1.6 FT) ABOVE
 DL2572'THE BEDROCK, FLUSH WITH THE GROUND, AND APPROXIMATELY LEVEL WITH THE
 DL2572'ROAD PAVEMENT.  THE STATION IS 6.8 M (22.3 FT) NORTH OF THE CENTERLINE
 DL2572'OF COTTAGE ROW ROAD, 40.5 M (132.9 FT) WEST OF THE CENTERLINE OF STATE
 DL2572'HIGHWAY 42, 26.1 M (85.6 FT) NORTHWEST OF POWER POLE --3027 5W9-- WITH
 DL2572'TWO GUY WIRES AND STREET LIGHT ATTACHED, 25.5 M (83.7 FT) NORTHWEST OF
 DL2572'THE TOP CENTER OF TELEPHONE PEDESTAL --2366--, 2.8 M (9.2 FT)
 DL2572'WEST-NORTHWEST OF A --SPEED LIMIT 35-- WOOD SIGN POST, 1.4 M (4.6 FT)
 DL2572'WEST OF THE EXTENDED CENTERLINE OF A PRIVATE ENTRANCE, AND 1.0 M (3.3
 DL2572'FT) SOUTHWEST AND 1.0 M (3.3 FT) SOUTHEAST OF TWO WHITE PLASTIC
 DL2572'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DL2572'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2572
 DL2572                          STATION RECOVERY (2018)
 DL2572
 DL2572'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2572'THE TWO WHITE PLASTIC WITNESS POSTS ARE NOT PRESENT.  THE STATION IS
 DL2572'0.4 M (1.3 FT) SOUTH OF A WHITE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2573 ***********************************************************************
 DL2573  DESIGNATION -  6M16
 DL2573  PID         -  DL2573
 DL2573  STATE/COUNTY-  WI/DOOR
 DL2573  COUNTRY     -  US
 DL2573  USGS QUAD   -  EPHRAIM (2018)
 DL2573
 DL2573                         *CURRENT SURVEY CONTROL
 DL2573  ______________________________________________________________________
 DL2573* NAD 83(1986) POSITION- 45 07 32.47   (N) 087 14 17.34   (W)   HD_HELD1
 DL2573* NAVD 88 ORTHO HEIGHT -   182.386 (meters)      598.38  (feet) ADJUSTED
 DL2573  ______________________________________________________________________
 DL2573  GEOID HEIGHT    -        -37.141 (meters)                     GEOID18
 DL2573  DYNAMIC HEIGHT  -        182.369 (meters)      598.32  (feet) COMP
 DL2573  MODELED GRAVITY -    980,519.6   (mgal)                       NAVD 88
 DL2573
 DL2573  VERT ORDER      -  SECOND    CLASS I
 DL2573
 DL2573.The horizontal coordinates were determined by differentially corrected
 DL2573.hand held GPS observations or other comparable positioning techniques
 DL2573.and have an estimated accuracy of +/- 3 meters.
 DL2573
 DL2573.The orthometric height was determined by differential leveling and
 DL2573.adjusted by the WI DEPT OF TRANSP
 DL2573.in May 2012.
 DL2573
 DL2573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2573.GEOID18 height accuracy estimate available here.
 DL2573
 DL2573.Click photographs - Photos may exist for this station.
 DL2573
 DL2573.The dynamic height is computed by dividing the NAVD 88
 DL2573.geopotential number by the normal gravity value computed on the
 DL2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2573.degrees latitude (g = 980.6199 gals.).
 DL2573
 DL2573.The modeled gravity was interpolated from observed gravity values.
 DL2573
 DL2573;                    North         East    Units  Estimated Accuracy
 DL2573;SPC WI C     -   147,300.8     817,233.8     MT  (+/- 3 meters HH1 GPS) 
 DL2573
 DL2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8127196940(NAD 83)
 DL2573
 DL2573                          SUPERSEDED SURVEY CONTROL
 DL2573
 DL2573.No superseded survey control is available for this station.
 DL2573
 DL2573_MARKER: DD = SURVEY DISK
 DL2573_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL2573_SP_SET: BRIDGE WINGWALL
 DL2573_STAMPING: 6M16 2007
 DL2573_MARK LOGO: WIDT
 DL2573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2573+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2018
 DL2573
 DL2573  HISTORY     - Date     Condition        Report By
 DL2573  HISTORY     - 2007     MONUMENTED       WIDT
 DL2573  HISTORY     - 20081023 GOOD             WIDT
 DL2573  HISTORY     - 20180520 GOOD             GLENSC
 DL2573
 DL2573                          STATION DESCRIPTION
 DL2573
 DL2573'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2573'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2573'HIGHWAY F APPROXIMATELY 1 MILE EAST-SOUTHEAST OF THE COMMUNITY OF FISH
 DL2573'CREEK, GO WEST-NORTHWEST ON STATE HIGHWAY 42 FOR 0.4 MILE TO BRIDGE
 DL2573'--8-15-21-65-- OVER FISH CREEK AND THE STATION ON THE RIGHT.  THE
 DL2573'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DL2573'SURVEY CONTROL STATION DISK STAMPED --6M16 2007-- SET IN A DRILL HOLE
 DL2573'IN THE TOP OF THE NORTHWEST BRIDGE WING WALL APPROXIMATELY 0.5 M (1.6
 DL2573'FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 8.6 M (28.2 FT) NORTH
 DL2573'OF THE CENTERLINE OF STATE HIGHWAY 42, 0.1 MILE WEST OF THE ENTRANCE
 DL2573'TO PENINSULA STATE PARK, AND 1.1 M (3.6 FT) EAST OF A --FISH CREEK--
 DL2573'WOOD SIGN POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE
 DL2573'TREES IN THE SOUTH QUADRANTS EXTENDING TO 40 DEGREES, TREES TO THE
 DL2573'NORTHEAST EXTENDING TO 60 DEGREES ABOVE THE HORIZON, AND POWER LINES
 DL2573'OVERHEAD.
 DL2573
 DL2573                          STATION RECOVERY (2018)
 DL2573
 DL2573'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2573'THE WING WALL APPEARS TO HAVE TILTED APPROXIMATELY 5 CM (2 INCHES) TO
 DL2573'THE EAST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2574 ***********************************************************************
 DL2574  DESIGNATION -  6M17
 DL2574  PID         -  DL2574
 DL2574  STATE/COUNTY-  WI/DOOR
 DL2574  COUNTRY     -  US
 DL2574  USGS QUAD   -  EPHRAIM (2018)
 DL2574
 DL2574                         *CURRENT SURVEY CONTROL
 DL2574  ______________________________________________________________________
 DL2574* NAD 83(1986) POSITION- 45 08 02.10   (N) 087 12 39.44   (W)   HD_HELD1
 DL2574* NAVD 88 ORTHO HEIGHT -   202.165 (meters)      663.27  (feet) ADJUSTED
 DL2574  ______________________________________________________________________
 DL2574  GEOID HEIGHT    -        -37.136 (meters)                     GEOID18
 DL2574  DYNAMIC HEIGHT  -        202.146 (meters)      663.21  (feet) COMP
 DL2574  MODELED GRAVITY -    980,522.9   (mgal)                       NAVD 88
 DL2574
 DL2574  VERT ORDER      -  SECOND    CLASS I
 DL2574
 DL2574.The horizontal coordinates were determined by differentially corrected
 DL2574.hand held GPS observations or other comparable positioning techniques
 DL2574.and have an estimated accuracy of +/- 3 meters.
 DL2574
 DL2574.The orthometric height was determined by differential leveling and
 DL2574.adjusted by the WI DEPT OF TRANSP
 DL2574.in May 2012.
 DL2574
 DL2574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2574.GEOID18 height accuracy estimate available here.
 DL2574
 DL2574.Click photographs - Photos may exist for this station.
 DL2574
 DL2574.The dynamic height is computed by dividing the NAVD 88
 DL2574.geopotential number by the normal gravity value computed on the
 DL2574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2574.degrees latitude (g = 980.6199 gals.).
 DL2574
 DL2574.The modeled gravity was interpolated from observed gravity values.
 DL2574
 DL2574;                    North         East    Units  Estimated Accuracy
 DL2574;SPC WI C     -   148,288.0     819,340.5     MT  (+/- 3 meters HH1 GPS) 
 DL2574
 DL2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8341297848(NAD 83)
 DL2574
 DL2574                          SUPERSEDED SURVEY CONTROL
 DL2574
 DL2574.No superseded survey control is available for this station.
 DL2574
 DL2574_MARKER: DD = SURVEY DISK
 DL2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2574_STAMPING: 6M17 2007
 DL2574_MARK LOGO: WIDT
 DL2574_PROJECTION: FLUSH
 DL2574_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2574+STABILITY: SURFACE MOTION
 DL2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2574+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2018
 DL2574
 DL2574  HISTORY     - Date     Condition        Report By
 DL2574  HISTORY     - 2008     MONUMENTED       WIDT
 DL2574  HISTORY     - 20081023 GOOD             WIDT
 DL2574  HISTORY     - 20180520 GOOD             GLENSC
 DL2574
 DL2574                          STATION DESCRIPTION
 DL2574
 DL2574'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2574'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2574'HIGHWAY F APPROXIMATELY 1 MILE EAST OF THE COMMUNITY OF FISH CREEK, GO
 DL2574'NORTHEAST ON STATE HIGHWAY 42 FOR 1.15 MILE TO THE STATION ON THE
 DL2574'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2574'GEODETIC SURVEY CONTROL STATION DISK STAMPED --6M17 2007-- SET IN THE
 DL2574'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP,
 DL2574'FLUSH WITH THE GROUND, AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DL2574'PAVEMENT.  THE STATION IS 8.3 M (27.2 FT) SOUTHEAST OF THE CENTERLINE
 DL2574'OF STATE HIGHWAY 42, 0.93 MILE SOUTHWEST OF COUNTY HIGHWAY A, 35.9 M
 DL2574'(117.8 FT) SOUTHWEST OF THE CENTERLINE OF THE ENTRANCE TO ALEXANDER'S
 DL2574'CONTEMPORARY CUISINE, AND 0.4 M (1.3 FT) NORTHWEST OF A WHITE PLASTIC
 DL2574'WITNESS POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE
 DL2574'TREES IN THE WEST QUADRANTS EXTENDING TO 30 DEGREES AND A TREE TO THE
 DL2574'SOUTHEAST EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
 DL2574
 DL2574                          STATION RECOVERY (2018)
 DL2574
 DL2574'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2574'THE STATION IS 16.9 M (55.4 FT) SOUTHWEST OF THE NORTHWEST POST OF THE
 DL2574''ALEXANDER'S' SIGN AND 14.7 M (48.2 FT) NORTHWEST OF THE WEST CORNER
 DL2574'OF THE BUILDING AT 3667 STATE HIGHWAY 42.
 DL2574'
 DL2574'THE STATION IS 19.1 M (62.7 FT) NORTHEAST OF THE CENTER OF A MANHOLE.
 DL2574'THE STATION AND THE MANHOLE ARE THE SAME DISTANCE FROM THE CENTERLINE
 DL2574'OF THE HIGHWAY, WHICH MAY MEAN THE STATION IS NEAR OR IN SEWER-LINE
 DL2574'BACKFILL MATERIAL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2576 ***********************************************************************
 DL2576  DESIGNATION -  6M19
 DL2576  PID         -  DL2576
 DL2576  STATE/COUNTY-  WI/DOOR
 DL2576  COUNTRY     -  US
 DL2576  USGS QUAD   -  EPHRAIM (2018)
 DL2576
 DL2576                         *CURRENT SURVEY CONTROL
 DL2576  ______________________________________________________________________
 DL2576* NAD 83(1986) POSITION- 45 11 06.15   (N) 087 08 17.73   (W)   HD_HELD1
 DL2576* NAVD 88 ORTHO HEIGHT -   201.592 (meters)      661.39  (feet) ADJUSTED
 DL2576  ______________________________________________________________________
 DL2576  GEOID HEIGHT    -        -37.147 (meters)                     GEOID18
 DL2576  DYNAMIC HEIGHT  -        201.576 (meters)      661.34  (feet) COMP
 DL2576  MODELED GRAVITY -    980,530.8   (mgal)                       NAVD 88
 DL2576
 DL2576  VERT ORDER      -  SECOND    CLASS I
 DL2576
 DL2576.The horizontal coordinates were determined by differentially corrected
 DL2576.hand held GPS observations or other comparable positioning techniques
 DL2576.and have an estimated accuracy of +/- 3 meters.
 DL2576
 DL2576.The orthometric height was determined by differential leveling and
 DL2576.adjusted by the WI DEPT OF TRANSP
 DL2576.in May 2012.
 DL2576
 DL2576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2576.GEOID18 height accuracy estimate available here.
 DL2576
 DL2576.Click photographs - Photos may exist for this station.
 DL2576
 DL2576.The dynamic height is computed by dividing the NAVD 88
 DL2576.geopotential number by the normal gravity value computed on the
 DL2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2576.degrees latitude (g = 980.6199 gals.).
 DL2576
 DL2576.The modeled gravity was interpolated from observed gravity values.
 DL2576
 DL2576;                    North         East    Units  Estimated Accuracy
 DL2576;SPC WI C     -   154,164.9     824,855.2     MT  (+/- 3 meters HH1 GPS) 
 DL2576
 DL2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8913803515(NAD 83)
 DL2576
 DL2576                          SUPERSEDED SURVEY CONTROL
 DL2576
 DL2576.No superseded survey control is available for this station.
 DL2576
 DL2576_MARKER: DD = SURVEY DISK
 DL2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2576_STAMPING: 6M19 2007
 DL2576_MARK LOGO: WIDT
 DL2576_PROJECTION: FLUSH
 DL2576_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2576+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2018
 DL2576
 DL2576  HISTORY     - Date     Condition        Report By
 DL2576  HISTORY     - 2008     MONUMENTED       WIDT
 DL2576  HISTORY     - 20081029 GOOD             WIDT
 DL2576  HISTORY     - 20150501 GOOD             WIDT
 DL2576  HISTORY     - 20180520 GOOD             GLENSC
 DL2576
 DL2576                          STATION DESCRIPTION
 DL2576
 DL2576'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2576'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (BAY SHORE
 DL2576'DRIVE) WITH STATE HIGHWAY 57 IN THE VILLAGE OF SISTER BAY, GO WEST ON
 DL2576'STATE HIGHWAY 42 (BAY SHORE DRIVE) FOR 0.7 MILE TO MEADOW LANE RIGHT,
 DL2576'CONTINUE SOUTHWEST ON STATE HIGHWAY 42 (SOUTH BAYSHORE DRIVE) FOR 43 M
 DL2576'(141.1 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DL2576'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2576'DISK STAMPED --6M19 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2576'DIAMETER CONCRETE COLUMN KEYED INTO BEDROCK, PROJECTING 0.8 M (2.6 FT)
 DL2576'ABOVE THE BEDROCK, FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6
 DL2576'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.5 M (27.9 FT)
 DL2576'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 42 (SOUTH BAYSHORE
 DL2576'DRIVE), 43.2 M (141.7 FT) SOUTHWEST OF THE CENTERLINE OF MEADOW LANE,
 DL2576'30.8 M (101.0 FT) NORTHEAST OF THE CENTERLINE OF FOREST LANE, 7.2 M
 DL2576'(23.6 FT) SOUTH OF A SIGN'S SOUTHEAST STONE PILLAR, AND 0.5 M (1.6 FT)
 DL2576'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DL2576'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2576'HORIZON.
 DL2576
 DL2576                          STATION RECOVERY (2015)
 DL2576
 DL2576'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2576'RECOVERED AS DESCRIBED.
 DL2576
 DL2576                          STATION RECOVERY (2018)
 DL2576
 DL2576'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2594 ***********************************************************************
 DL2594  DESIGNATION -  6M20
 DL2594  PID         -  DL2594
 DL2594  STATE/COUNTY-  WI/DOOR
 DL2594  COUNTRY     -  US
 DL2594  USGS QUAD   -  SISTER BAY (2018)
 DL2594
 DL2594                         *CURRENT SURVEY CONTROL
 DL2594  ______________________________________________________________________
 DL2594* NAD 83(1986) POSITION- 45 11 22.5    (N) 087 06 24.4    (W)   HD_HELD2
 DL2594* NAVD 88 ORTHO HEIGHT -   194.640 (meters)      638.58  (feet) ADJUSTED
 DL2594  ______________________________________________________________________
 DL2594  GEOID HEIGHT    -        -37.144 (meters)                     GEOID18
 DL2594  DYNAMIC HEIGHT  -        194.624 (meters)      638.53  (feet) COMP
 DL2594  MODELED GRAVITY -    980,532.0   (mgal)                       NAVD 88
 DL2594
 DL2594  VERT ORDER      -  SECOND    CLASS I
 DL2594
 DL2594.The horizontal coordinates were established by autonomous hand held GPS
 DL2594.observations and have an estimated accuracy of +/- 10 meters.
 DL2594
 DL2594.The orthometric height was determined by differential leveling and
 DL2594.adjusted by the WI DEPT OF TRANSP
 DL2594.in May 2012.
 DL2594
 DL2594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2594.GEOID18 height accuracy estimate available here.
 DL2594
 DL2594.Click photographs - Photos may exist for this station.
 DL2594
 DL2594.The dynamic height is computed by dividing the NAVD 88
 DL2594.geopotential number by the normal gravity value computed on the
 DL2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2594.degrees latitude (g = 980.6199 gals.).
 DL2594
 DL2594.The modeled gravity was interpolated from observed gravity values.
 DL2594
 DL2594;                    North         East    Units  Estimated Accuracy
 DL2594;SPC WI C     -   154,757.      827,310.      MT  (+/- 10 meters HH2 GPS)
 DL2594
 DL2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9161204016(NAD 83)
 DL2594
 DL2594                          SUPERSEDED SURVEY CONTROL
 DL2594
 DL2594.No superseded survey control is available for this station.
 DL2594
 DL2594_MARKER: DD = SURVEY DISK
 DL2594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL2594_SP_SET: WATER TANK
 DL2594_STAMPING: 6M20 2007
 DL2594_MARK LOGO: WIDT
 DL2594_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL2594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2594+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2018
 DL2594
 DL2594  HISTORY     - Date     Condition        Report By
 DL2594  HISTORY     - 2008     MONUMENTED       WIDT
 DL2594  HISTORY     - 20081029 GOOD             WIDT
 DL2594  HISTORY     - 20150501 GOOD             WIDT
 DL2594  HISTORY     - 20180521 GOOD             GLENSC
 DL2594
 DL2594                          STATION DESCRIPTION
 DL2594
 DL2594'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2594'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (NORTH
 DL2594'BAYSHORE DRIVE) WITH STATE HIGHWAY 57 EAST AND BLUFFSIDE LANE WEST IN
 DL2594'THE VILLAGE OF SISTER BAY, GO NORTH ON STATE HIGHWAY 42 FOR 0.08 MI
 DL2594'(0.1 KM) TO COUNTY HIGHWAY ZZ (MAPLE DRIVE) RIGHT, TURN RIGHT AND GO
 DL2594'EAST ON COUNTY HIGHWAY ZZ (MAPLE DRIVE) FOR 0.6 MI (1.0 KM) TO
 DL2594'WOODCREST ROAD, TURN LEFT AND GO NORTH ON WOODCREST ROAD FOR 0.25 MI
 DL2594'(0.4 KM) TO AUTUMN COURT, TURN RIGHT AND GO EAST ON AUTUMN COURT FOR
 DL2594'0.2 MI (0.3 KM) TO A CHAIN LINK FENCE GATE TO THE SISTER BAY WASTE
 DL2594'WATER TREATMENT PLANT PROPERTY, CONTINUE EAST THROUGH THE GATE FOR 30
 DL2594'M (98.4 FT) TO A SERVICE DRIVE LEFT, TURN LEFT AND GO NORTH ON THE
 DL2594'SERVICE DRIVE FOR 71 M (232.9 FT) PAST THE GARAGE BUILDING TO THE
 DL2594'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2594'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --6M20
 DL2594'2007-- SET VERTICALLY IN A DRILL HOLE IN THE WEST SIDE OF A ROUND
 DL2594'CONCRETE DOME COVERED WATER TANK, 0.5 M (1.6 FT) ABOVE THE GROUND, AND
 DL2594'APPROXIMATELY 2 M (6.6 FT) ABOVE THE DRIVE PAVEMENT.  THE STATION IS
 DL2594'5.9 M (19.4 FT) EAST OF THE EAST EDGE OF THE SERVICE DRIVE, 22.4 M
 DL2594'(73.5 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE WASTE WATER
 DL2594'TREATMENT PLANT GARAGE, AND 3.8 M (12.5 FT) SOUTH-SOUTHEAST OF A BLUE
 DL2594'WATER PIPE AND VALVE.  ---NOTE---THE STATION IS SET VERTICALLY AND NOT
 DL2594'SUITABLE FOR SATELLITE OBSERVATIONS.
 DL2594
 DL2594                          STATION RECOVERY (2015)
 DL2594
 DL2594'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2594'RECOVERED AS DESCRIBED.
 DL2594
 DL2594                          STATION RECOVERY (2018)
 DL2594
 DL2594'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2508 ***********************************************************************
 DL2508  DESIGNATION -  6M21
 DL2508  PID         -  DL2508
 DL2508  STATE/COUNTY-  WI/DOOR
 DL2508  COUNTRY     -  US
 DL2508  USGS QUAD   -  BAILEYS HARBOR WEST (2018)
 DL2508
 DL2508                         *CURRENT SURVEY CONTROL
 DL2508  ______________________________________________________________________
 DL2508* NAD 83(1986) POSITION- 45 00 20.15   (N) 087 10 18.77   (W)   HD_HELD1
 DL2508* NAVD 88 ORTHO HEIGHT -   197.267 (meters)      647.20  (feet) ADJUSTED
 DL2508  ______________________________________________________________________
 DL2508  GEOID HEIGHT    -        -37.025 (meters)                     GEOID18
 DL2508  DYNAMIC HEIGHT  -        197.250 (meters)      647.14  (feet) COMP
 DL2508  MODELED GRAVITY -    980,526.8   (mgal)                       NAVD 88
 DL2508
 DL2508  VERT ORDER      -  SECOND    CLASS I
 DL2508
 DL2508.The horizontal coordinates were determined by differentially corrected
 DL2508.hand held GPS observations or other comparable positioning techniques
 DL2508.and have an estimated accuracy of +/- 3 meters.
 DL2508
 DL2508.The orthometric height was determined by differential leveling and
 DL2508.adjusted by the NATIONAL GEODETIC SURVEY
 DL2508.in February 2017.
 DL2508
 DL2508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2508.GEOID18 height accuracy estimate available here.
 DL2508
 DL2508.Click photographs - Photos may exist for this station.
 DL2508
 DL2508.The dynamic height is computed by dividing the NAVD 88
 DL2508.geopotential number by the normal gravity value computed on the
 DL2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2508.degrees latitude (g = 980.6199 gals.).
 DL2508
 DL2508.The modeled gravity was interpolated from observed gravity values.
 DL2508
 DL2508;                    North         East    Units  Estimated Accuracy
 DL2508;SPC WI C     -   134,143.2     822,908.8     MT  (+/- 3 meters HH1 GPS) 
 DL2508
 DL2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8645483586(NAD 83)
 DL2508
 DL2508                          SUPERSEDED SURVEY CONTROL
 DL2508
 DL2508  NAVD 88 (05/08/12)  197.266  (m)          647.20   (f) SUPERSEDED  2 1
 DL2508
 DL2508.Superseded values are not recommended for survey control.
 DL2508
 DL2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2508.See file dsdata.pdf to determine how the superseded data were derived.
 DL2508
 DL2508_MARKER: DD = SURVEY DISK
 DL2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2508_STAMPING: 6M21 2007
 DL2508_MARK LOGO: WIDT
 DL2508_PROJECTION: FLUSH
 DL2508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2508+STABILITY: SURFACE MOTION
 DL2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2508+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2022
 DL2508
 DL2508  HISTORY     - Date     Condition        Report By
 DL2508  HISTORY     - 2008     MONUMENTED       WIDT
 DL2508  HISTORY     - 20081111 GOOD             WIDT
 DL2508  HISTORY     - 20150611 GOOD             WIDT
 DL2508  HISTORY     - 20220528 GOOD             GLENSC
 DL2508
 DL2508                          STATION DESCRIPTION
 DL2508
 DL2508'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2508'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2508'HIGHWAYS V AND A WEST AND PARK ROAD EAST IN THE COMMUNITY OF
 DL2508'JACKSONPORT, GO NORTHEAST ON STATE HIGHWAY 57 FOR 1.5 MI (2.4 KM) TO
 DL2508'LOGERQUIST ROAD LEFT, TURN LEFT AND GO NORTH ON LOGERQUIST ROAD FOR
 DL2508'0.55 MILE TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DL2508'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2508'DISK STAMPED --6M21 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2508'DIAMETER CONCRETE COLUMN KEYED INTO BEDROCK, PROJECTING 0.5 M (1.6 FT)
 DL2508'ABOVE THE BEDROCK, FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3
 DL2508'FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 9.9 M (32.5 FT) EAST OF
 DL2508'THE CENTERLINE OF LOGERQUIST ROAD, 0.39 MILE SOUTH OF BERGER ROAD,
 DL2508'20.7 M (67.9 FT) EAST OF POWER POLE --2927 11E4--, 1 M (3.3 FT) WEST
 DL2508'OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT)
 DL2508'NORTHWEST, AND 1.0 M (3.3 FT) SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 DL2508'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2508'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2508
 DL2508                          STATION RECOVERY (2015)
 DL2508
 DL2508'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2508'RECOVERED AS DESCRIBED.
 DL2508
 DL2508                          STATION RECOVERY (2022)
 DL2508
 DL2508'RECOVERY NOTE BY GLEN SCHAEFER 2022 (GRS)
 DL2508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2509 ***********************************************************************
 DL2509  DESIGNATION -  6M22
 DL2509  PID         -  DL2509
 DL2509  STATE/COUNTY-  WI/DOOR
 DL2509  COUNTRY     -  US
 DL2509  USGS QUAD   -  BAILEYS HARBOR WEST (2018)
 DL2509
 DL2509                         *CURRENT SURVEY CONTROL
 DL2509  ______________________________________________________________________
 DL2509* NAD 83(1986) POSITION- 45 02 22.98   (N) 087 10 18.50   (W)   HD_HELD1
 DL2509* NAVD 88 ORTHO HEIGHT -   197.347 (meters)      647.46  (feet) ADJUSTED
 DL2509  ______________________________________________________________________
 DL2509  GEOID HEIGHT    -        -37.055 (meters)                     GEOID18
 DL2509  DYNAMIC HEIGHT  -        197.330 (meters)      647.41  (feet) COMP
 DL2509  MODELED GRAVITY -    980,525.8   (mgal)                       NAVD 88
 DL2509
 DL2509  VERT ORDER      -  SECOND    CLASS I
 DL2509
 DL2509.The horizontal coordinates were determined by differentially corrected
 DL2509.hand held GPS observations or other comparable positioning techniques
 DL2509.and have an estimated accuracy of +/- 3 meters.
 DL2509
 DL2509.The orthometric height was determined by differential leveling and
 DL2509.adjusted by the WI DEPT OF TRANSP
 DL2509.in May 2012.
 DL2509
 DL2509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2509.GEOID18 height accuracy estimate available here.
 DL2509
 DL2509.Click photographs - Photos may exist for this station.
 DL2509
 DL2509.The dynamic height is computed by dividing the NAVD 88
 DL2509.geopotential number by the normal gravity value computed on the
 DL2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2509.degrees latitude (g = 980.6199 gals.).
 DL2509
 DL2509.The modeled gravity was interpolated from observed gravity values.
 DL2509
 DL2509;                    North         East    Units  Estimated Accuracy
 DL2509;SPC WI C     -   137,932.6     822,782.7     MT  (+/- 3 meters HH1 GPS) 
 DL2509
 DL2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8646887376(NAD 83)
 DL2509
 DL2509                          SUPERSEDED SURVEY CONTROL
 DL2509
 DL2509.No superseded survey control is available for this station.
 DL2509
 DL2509_MARKER: DD = SURVEY DISK
 DL2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2509_STAMPING: 6M22 2007
 DL2509_MARK LOGO: WIDT
 DL2509_PROJECTION: FLUSH
 DL2509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2509+STABILITY: SURFACE MOTION
 DL2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2509+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2022
 DL2509
 DL2509  HISTORY     - Date     Condition        Report By
 DL2509  HISTORY     - 2008     MONUMENTED       WIDT
 DL2509  HISTORY     - 20081110 GOOD             WIDT
 DL2509  HISTORY     - 20180521 GOOD             GLENSC
 DL2509  HISTORY     - 20220528 GOOD             GLENSC
 DL2509
 DL2509                          STATION DESCRIPTION
 DL2509
 DL2509'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2509'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2509'HIGHWAY E WEST AND FROGTOWN ROAD EAST APPROXIMATELY 1 MILE SOUTH OF
 DL2509'THE COMMUNITY OF BAILEYS HARBOR, GO WEST ON COUNTY HIGHWAY E FOR 2.0
 DL2509'MI (3.2 KM) TO COUNTY HIGHWAY E TURNING RIGHT (NORTH) AND LOGERQUIST
 DL2509'ROAD LEFT, TURN LEFT AND GO SOUTH ON LOGERQUIST ROAD FOR 0.6 MILE TO
 DL2509'KANGAROO BEACH ROAD LEFT, TURN LEFT AND GO EAST ON KANGAROO BEACH ROAD
 DL2509'FOR 0.05 MILE TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DL2509'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DL2509'DISK STAMPED --6M22 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2509'DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2509'APPROXIMATELY 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS
 DL2509'6.2 M (20.3 FT) SOUTH OF THE CENTERLINE OF KANGAROO BEACH ROAD, 54.5 M
 DL2509'(178.8 FT) WEST OF THE CENTERLINE OF PRIVATE ENTRANCE --3061--, 40.5 M
 DL2509'(132.9 FT) EAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DL2509'--3096--, AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST, AND 1.0
 DL2509'M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2509'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2509'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2509
 DL2509                          STATION RECOVERY (2018)
 DL2509
 DL2509'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2509'RECOVERED IN GOOD CONDITION.
 DL2509
 DL2509                          STATION RECOVERY (2022)
 DL2509
 DL2509'RECOVERY NOTE BY GLEN SCHAEFER 2022 (GRS)
 DL2509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2510 ***********************************************************************
 DL2510  DESIGNATION -  6M23
 DL2510  PID         -  DL2510
 DL2510  STATE/COUNTY-  WI/DOOR
 DL2510  COUNTRY     -  US
 DL2510  USGS QUAD   -  BAILEYS HARBOR WEST (2018)
 DL2510
 DL2510                         *CURRENT SURVEY CONTROL
 DL2510  ______________________________________________________________________
 DL2510* NAD 83(2011) POSITION- 45 03 14.04819(N) 087 08 49.72430(W)   ADJUSTED
 DL2510* NAD 83(2011) ELLIP HT-   153.552 (meters)        (04/14/17)   ADJUSTED
 DL2510* NAD 83(2011) EPOCH   -  2010.00
 DL2510* NAVD 88 ORTHO HEIGHT -   190.651 (meters)      625.49  (feet) ADJUSTED
 DL2510  ______________________________________________________________________
 DL2510  GEOID HEIGHT    -        -37.085 (meters)                     GEOID18
 DL2510  NAD 83(2011) X  -    224,640.084 (meters)                     COMP
 DL2510  NAD 83(2011) Y  - -4,507,867.830 (meters)                     COMP
 DL2510  NAD 83(2011) Z  -  4,491,690.866 (meters)                     COMP
 DL2510  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 DL2510  DYNAMIC HEIGHT  -        190.634 (meters)      625.44  (feet) COMP
 DL2510  MODELED GRAVITY -    980,525.9   (mgal)                       NAVD 88
 DL2510
 DL2510  VERT ORDER      -  SECOND    CLASS I
 DL2510
 DL2510  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2510  Standards:
 DL2510         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2510            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2510  -------------------------------------------------------------------
 DL2510  NETWORK    0.65   1.06           0.29   0.24   0.54     -0.01000954
 DL2510  -------------------------------------------------------------------
 DL2510  Click here for local accuracies and other accuracy information.
 DL2510
 DL2510.The horizontal coordinates were established by GPS observations
 DL2510.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2510
 DL2510.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2510.been affixed to the stable North American tectonic plate. See 
 DL2510.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2510
 DL2510.The horizontal coordinates are valid at the epoch date displayed above
 DL2510.which is a decimal equivalence of Year/Month/Day.
 DL2510
 DL2510.The orthometric height was determined by differential leveling and
 DL2510.adjusted by the WI DEPT OF TRANSP
 DL2510.in May 2012.
 DL2510
 DL2510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2510.GEOID18 height accuracy estimate available here.
 DL2510
 DL2510.Click photographs - Photos may exist for this station.
 DL2510
 DL2510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2510
 DL2510.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2510
 DL2510.The ellipsoidal height was determined by GPS observations
 DL2510.and is referenced to NAD 83.
 DL2510
 DL2510.The dynamic height is computed by dividing the NAVD 88
 DL2510.geopotential number by the normal gravity value computed on the
 DL2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2510.degrees latitude (g = 980.6199 gals.).
 DL2510
 DL2510.The modeled gravity was interpolated from observed gravity values.
 DL2510
 DL2510. The following values were computed from the NAD 83(2011) position.
 DL2510
 DL2510;                    North         East     Units Scale Factor Converg.
 DL2510;SPC WI C     -   139,575.991   824,669.063   MT  0.99994551   +2 00 46.5
 DL2510;SPC WI C     -   457,925.56  2,705,601.75   sFT  0.99994551   +2 00 46.5
 DL2510;UTM  16      - 4,988,948.818   488,413.552   MT  0.99960165   -0 06 14.9
 DL2510
 DL2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2510!SPC WI C     -   0.99997593  x   0.99994551  =   0.99992144
 DL2510!UTM  16      -   0.99997593  x   0.99960165  =   0.99957759
 DL2510
 DL2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8841388948(NAD 83)
 DL2510
 DL2510                          SUPERSEDED SURVEY CONTROL
 DL2510
 DL2510  NAD 83(2007)-  45 03 14.04816(N)    087 08 49.72514(W) AD(2002.00) 1
 DL2510  ELLIP H (04/03/12)  153.588  (m)                       GP(2002.00) 4 1
 DL2510  NAVD 88 (02/22/13)  190.7    (m)  GEOID12A model used  GPS OBS        
 DL2510
 DL2510.Superseded values are not recommended for survey control.
 DL2510
 DL2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2510.See file dsdata.pdf to determine how the superseded data were derived.
 DL2510
 DL2510_MARKER: DD = SURVEY DISK
 DL2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2510_STAMPING: 6M23 2007
 DL2510_MARK LOGO: WIDT
 DL2510_PROJECTION: FLUSH
 DL2510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2510+STABILITY: SURFACE MOTION
 DL2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2510+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2022
 DL2510
 DL2510  HISTORY     - Date     Condition        Report By
 DL2510  HISTORY     - 2008     MONUMENTED       WIDT
 DL2510  HISTORY     - 20081110 GOOD             WIDT
 DL2510  HISTORY     - 20150420 GOOD             WIDT
 DL2510  HISTORY     - 20180521 GOOD             GLENSC
 DL2510  HISTORY     - 20220528 GOOD             GLENSC
 DL2510
 DL2510                          STATION DESCRIPTION
 DL2510
 DL2510'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2510'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2510'HIGHWAY E WEST AND FROGTOWN ROAD EAST APPROXIMATELY 1 MILE SOUTH OF
 DL2510'THE COMMUNITY OF BAILEYS HARBOR, GO EAST ON COUNTY HIGHWAY E FOR 0.7
 DL2510'MILE TO RED CHERRY ROAD RIGHT, TURN RIGHT AND GO NORTH ON RED CHERRY
 DL2510'ROAD FOR 0.43 MILE TO THE STATION ON THE LEFT.  THE STATION IS A
 DL2510'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DL2510'STATION DISK STAMPED --6M23 2007-- SET IN THE TOP OF A 40-CM (16 INCH)
 DL2510'DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH THE GROUND, AND
 DL2510'APPROXIMATELY 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS
 DL2510'11.6 M (38.1 FT) WEST OF THE CENTERLINE OF RED CHERRY ROAD, 0.06 MILE
 DL2510'SOUTH OF SUMMIT ROAD, 29.3 M (96.1 FT) NORTHWEST OF A --SPEED LIMIT
 DL2510'45-- WOOD SIGN POST, AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT)
 DL2510'SOUTHEAST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DL2510'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DL2510'HIGHER THAN 15 DEGREES EXCEPT FOR TREES TO THE NORTH EXTENDING TO 30
 DL2510'DEGREES ABOVE THE HORIZON.
 DL2510
 DL2510                          STATION RECOVERY (2015)
 DL2510
 DL2510'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2510'RECOVERED AS DESCRIBED.
 DL2510
 DL2510                          STATION RECOVERY (2018)
 DL2510
 DL2510'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2510'THE SPEED LIMIT SIGN IS GONE AND THE STATION IS NOW SURROUNDED BY
 DL2510'THREE ORANGE PLASTIC GUARD POSTS.  THE REFERENCED TREE IS 35 M (114.8
 DL2510'FT) TO THE NORTH EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DL2510
 DL2510                          STATION RECOVERY (2022)
 DL2510
 DL2510'RECOVERY NOTE BY GLEN SCHAEFER 2022 (GRS)
 DL2510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2511 ***********************************************************************
 DL2511  DESIGNATION -  6M24
 DL2511  PID         -  DL2511
 DL2511  STATE/COUNTY-  WI/DOOR
 DL2511  COUNTRY     -  US
 DL2511  USGS QUAD   -  BAILEYS HARBOR EAST (2018)
 DL2511
 DL2511                         *CURRENT SURVEY CONTROL
 DL2511  ______________________________________________________________________
 DL2511* NAD 83(1986) POSITION- 45 03 56.92   (N) 087 07 22.01   (W)   HD_HELD1
 DL2511* NAVD 88 ORTHO HEIGHT -   177.786 (meters)      583.29  (feet) ADJUSTED
 DL2511  ______________________________________________________________________
 DL2511  GEOID HEIGHT    -        -37.109 (meters)                     GEOID18
 DL2511  DYNAMIC HEIGHT  -        177.771 (meters)      583.24  (feet) COMP
 DL2511  MODELED GRAVITY -    980,526.2   (mgal)                       NAVD 88
 DL2511
 DL2511  VERT ORDER      -  SECOND    CLASS I
 DL2511
 DL2511.The horizontal coordinates were determined by differentially corrected
 DL2511.hand held GPS observations or other comparable positioning techniques
 DL2511.and have an estimated accuracy of +/- 3 meters.
 DL2511
 DL2511.The orthometric height was determined by differential leveling and
 DL2511.adjusted by the WI DEPT OF TRANSP
 DL2511.in May 2012.
 DL2511
 DL2511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2511.GEOID18 height accuracy estimate available here.
 DL2511
 DL2511.Click photographs - Photos may exist for this station.
 DL2511
 DL2511.The dynamic height is computed by dividing the NAVD 88
 DL2511.geopotential number by the normal gravity value computed on the
 DL2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2511.degrees latitude (g = 980.6199 gals.).
 DL2511
 DL2511.The modeled gravity was interpolated from observed gravity values.
 DL2511
 DL2511;                    North         East    Units  Estimated Accuracy
 DL2511;SPC WI C     -   140,966.3     826,540.2     MT  (+/- 3 meters HH1 GPS) 
 DL2511
 DL2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ9033490268(NAD 83)
 DL2511
 DL2511                          SUPERSEDED SURVEY CONTROL
 DL2511
 DL2511.No superseded survey control is available for this station.
 DL2511
 DL2511_MARKER: DD = SURVEY DISK
 DL2511_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL2511_SP_SET: MARINA PIER
 DL2511_STAMPING: 6M24 2007
 DL2511_MARK LOGO: WIDT
 DL2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2511+STABILITY: SURFACE MOTION
 DL2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2511+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2022
 DL2511
 DL2511  HISTORY     - Date     Condition        Report By
 DL2511  HISTORY     - 2007     MONUMENTED       WIDT
 DL2511  HISTORY     - 20081031 GOOD             WIDT
 DL2511  HISTORY     - 20180521 GOOD             GLENSC
 DL2511  HISTORY     - 20220527 GOOD             GLENSC
 DL2511
 DL2511                          STATION DESCRIPTION
 DL2511
 DL2511'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2511'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2511'HIGHWAYS EE AND F IN THE COMMUNITY OF BAILEYS HARBOR, GO NORTH ON
 DL2511'STATE HIGHWAY 57 FOR 43 M (141.1 FT) TO THE NORTH ENTRANCE TO THE
 DL2511'BAILEYS HARBOR TOWN MARINA AT --8132--, TURN RIGHT AND GO EAST THEN
 DL2511'SOUTH IN THE MARINA PARKING LOT FOR 76 M (249.3 FT) TO THE BOAT LAUNCH
 DL2511'RAMPS AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DL2511'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2511'STAMPED --6M24 2007-- SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 DL2511'CORNER OF THE NORTHERN OF THREE CONCRETE BOAT LAUNCH PIERS.  THE
 DL2511'STATION IS APPROXIMATELY 67 M (219.8 FT) EAST OF THE CENTERLINE OF
 DL2511'STATE HIGHWAY 57, 38.5 M (126.3 FT) EAST-SOUTHEAST OF THE SOUTHEAST
 DL2511'CORNER OF THE MARINA OFFICE BUILDING, 30.3 M (99.4 FT) NORTHEAST OF
 DL2511'THE NORTHEAST CORNER OF THE NELSON SHOPPING CENTER BUILDING, 10.2 M
 DL2511'(33.5 FT) SOUTHEAST OF A GASOLINE PUMP, 5.6 M (18.4 FT) EAST-SOUTHEAST
 DL2511'OF A YELLOW BOAT LAUNCH FEE BOX, 25 CM (10 INCHES) WEST OF THE EAST
 DL2511'END OF THE CONCRETE PIER, AND 10 CM (4 INCHES) NORTH OF THE SOUTH EDGE
 DL2511'OF THE CONCRETE PIER.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2511'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2511
 DL2511                          STATION RECOVERY (2018)
 DL2511
 DL2511'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2511'RECOVERED IN GOOD CONDITION.
 DL2511
 DL2511                          STATION RECOVERY (2022)
 DL2511
 DL2511'RECOVERY NOTE BY GLEN SCHAEFER 2022 (GRS)
 DL2511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2512 ***********************************************************************
 DL2512  DESIGNATION -  6M25
 DL2512  PID         -  DL2512
 DL2512  STATE/COUNTY-  WI/DOOR
 DL2512  COUNTRY     -  US
 DL2512  USGS QUAD   -  BAILEYS HARBOR WEST (2018)
 DL2512
 DL2512                         *CURRENT SURVEY CONTROL
 DL2512  ______________________________________________________________________
 DL2512* NAD 83(2011) POSITION- 45 05 31.77084(N) 087 07 58.25523(W)   ADJUSTED
 DL2512* NAD 83(2011) ELLIP HT-   160.110 (meters)        (04/14/17)   ADJUSTED
 DL2512* NAD 83(2011) EPOCH   -  2010.00
 DL2512* NAVD 88 ORTHO HEIGHT -   197.204 (meters)      646.99  (feet) ADJUSTED
 DL2512  ______________________________________________________________________
 DL2512  GEOID HEIGHT    -        -37.113 (meters)                     GEOID18
 DL2512  NAD 83(2011) X  -    225,614.582 (meters)                     COMP
 DL2512  NAD 83(2011) Y  - -4,504,809.830 (meters)                     COMP
 DL2512  NAD 83(2011) Z  -  4,494,698.044 (meters)                     COMP
 DL2512  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 DL2512  DYNAMIC HEIGHT  -        197.187 (meters)      646.94  (feet) COMP
 DL2512  MODELED GRAVITY -    980,528.0   (mgal)                       NAVD 88
 DL2512
 DL2512  VERT ORDER      -  SECOND    CLASS I
 DL2512
 DL2512  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2512  Standards:
 DL2512         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2512            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2512  -------------------------------------------------------------------
 DL2512  NETWORK    0.63   1.00           0.28   0.23   0.51     -0.04960041
 DL2512  -------------------------------------------------------------------
 DL2512  Click here for local accuracies and other accuracy information.
 DL2512
 DL2512.The horizontal coordinates were established by GPS observations
 DL2512.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2512
 DL2512.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2512.been affixed to the stable North American tectonic plate. See 
 DL2512.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2512
 DL2512.The horizontal coordinates are valid at the epoch date displayed above
 DL2512.which is a decimal equivalence of Year/Month/Day.
 DL2512
 DL2512.The orthometric height was determined by differential leveling and
 DL2512.adjusted by the WI DEPT OF TRANSP
 DL2512.in May 2012.
 DL2512
 DL2512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2512.GEOID18 height accuracy estimate available here.
 DL2512
 DL2512.Click photographs - Photos may exist for this station.
 DL2512
 DL2512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2512
 DL2512.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2512
 DL2512.The ellipsoidal height was determined by GPS observations
 DL2512.and is referenced to NAD 83.
 DL2512
 DL2512.The dynamic height is computed by dividing the NAVD 88
 DL2512.geopotential number by the normal gravity value computed on the
 DL2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2512.degrees latitude (g = 980.6199 gals.).
 DL2512
 DL2512.The modeled gravity was interpolated from observed gravity values.
 DL2512
 DL2512. The following values were computed from the NAD 83(2011) position.
 DL2512
 DL2512;                    North         East     Units Scale Factor Converg.
 DL2512;SPC WI C     -   143,864.314   825,644.442   MT  0.99994780   +2 01 22.8
 DL2512;SPC WI C     -   471,994.84  2,708,801.81   sFT  0.99994780   +2 01 22.8
 DL2512;UTM  16      - 4,993,196.715   489,546.291   MT  0.99960134   -0 05 38.7
 DL2512
 DL2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2512!SPC WI C     -   0.99997490  x   0.99994780  =   0.99992270
 DL2512!UTM  16      -   0.99997490  x   0.99960134  =   0.99957625
 DL2512
 DL2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8954693196(NAD 83)
 DL2512
 DL2512                          SUPERSEDED SURVEY CONTROL
 DL2512
 DL2512.No superseded survey control is available for this station.
 DL2512
 DL2512_MARKER: DD = SURVEY DISK
 DL2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2512_STAMPING: 6M25 2007
 DL2512_MARK LOGO: WIDT
 DL2512_PROJECTION: FLUSH
 DL2512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2512+STABILITY: SURFACE MOTION
 DL2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2512+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2018
 DL2512
 DL2512  HISTORY     - Date     Condition        Report By
 DL2512  HISTORY     - 2008     MONUMENTED       WIDT
 DL2512  HISTORY     - 20081030 GOOD             WIDT
 DL2512  HISTORY     - 20150420 GOOD             WIDT
 DL2512  HISTORY     - 20180521 GOOD             GLENSC
 DL2512
 DL2512                          STATION DESCRIPTION
 DL2512
 DL2512'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2512'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2512'HIGHWAY Q APPROXIMATELY 0.5 MILE NORTH OF THE COMMUNITY OF BAILEYS
 DL2512'HARBOR, GO NORTH ON STATE HIGHWAY 57 FOR 0.6 MILE TO SUN PLAZA DRIVE
 DL2512'RIGHT, CONTINUE NORTH ON STATE HIGHWAY 57 FOR 0.82 MILE TO THE STATION
 DL2512'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2512'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --6M25
 DL2512'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE COLUMN
 DL2512'KEYED INTO BEDROCK, PROJECTING 0.5 M (1.6 FT) ABOVE THE BEDROCK, FLUSH
 DL2512'WITH THE GROUND, AND APPROXIMATELY 1M BELOW THE HIGHWAY PAVEMENT.  THE
 DL2512'STATION IS 9.9 M (32.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 57,
 DL2512'0.43 MILE SOUTH OF AHRENS ROAD, 0.05 MILE NORTH OF THE EXTENDED
 DL2512'CENTERLINE OF PRIVATE ENTRANCE --8650--, 74.5 M (244.4 FT) NORTH OF A
 DL2512'--LEFT ARROW-- WOOD SIGN POST, 21.4 M (70.2 FT) SOUTH OF A WHITE --WIS
 DL2512'D.O.T.  SURVEY MARKER-- METAL POST, AND 1.0 M (3.3 FT) WEST, 1.0 M
 DL2512'(3.3 FT) SOUTHEAST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE
 DL2512'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2512'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2512
 DL2512                          STATION RECOVERY (2015)
 DL2512
 DL2512'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2512'RECOVERED AS DESCRIBED.
 DL2512
 DL2512                          STATION RECOVERY (2018)
 DL2512
 DL2512'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2512'THE STATION IS NOT SUITABLE FOR SATELLITE OBSERVATIONS AS MULTIPLE
 DL2512'TREES SURROUND THE STATION TO THE SOUTH, WEST, AND NORTH WITH SOME
 DL2512'EXTENDING TO A HEIGHT OF 6 M (19.7 FT) AND SOME TREES ARE WITHIN 2 M
 DL2512'(6.6 FT) OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2515 ***********************************************************************
 DL2515  DESIGNATION -  6M27
 DL2515  PID         -  DL2515
 DL2515  STATE/COUNTY-  WI/DOOR
 DL2515  COUNTRY     -  US
 DL2515  USGS QUAD   -  EPHRAIM (2018)
 DL2515
 DL2515                         *CURRENT SURVEY CONTROL
 DL2515  ______________________________________________________________________
 DL2515* NAD 83(1986) POSITION- 45 08 30.63   (N) 087 07 52.16   (W)   HD_HELD1
 DL2515* NAVD 88 ORTHO HEIGHT -   195.885 (meters)      642.67  (feet) ADJUSTED
 DL2515  ______________________________________________________________________
 DL2515  GEOID HEIGHT    -        -37.131 (meters)                     GEOID18
 DL2515  DYNAMIC HEIGHT  -        195.868 (meters)      642.61  (feet) COMP
 DL2515  MODELED GRAVITY -    980,530.4   (mgal)                       NAVD 88
 DL2515
 DL2515  VERT ORDER      -  SECOND    CLASS I
 DL2515
 DL2515.The horizontal coordinates were determined by differentially corrected
 DL2515.hand held GPS observations or other comparable positioning techniques
 DL2515.and have an estimated accuracy of +/- 3 meters.
 DL2515
 DL2515.The orthometric height was determined by differential leveling and
 DL2515.adjusted by the WI DEPT OF TRANSP
 DL2515.in May 2012.
 DL2515
 DL2515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2515.GEOID18 height accuracy estimate available here.
 DL2515
 DL2515.Click photographs - Photos may exist for this station.
 DL2515
 DL2515.The dynamic height is computed by dividing the NAVD 88
 DL2515.geopotential number by the normal gravity value computed on the
 DL2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2515.degrees latitude (g = 980.6199 gals.).
 DL2515
 DL2515.The modeled gravity was interpolated from observed gravity values.
 DL2515
 DL2515;                    North         East    Units  Estimated Accuracy
 DL2515;SPC WI C     -   149,386.8     825,582.6     MT  (+/- 3 meters HH1 GPS) 
 DL2515
 DL2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8968898715(NAD 83)
 DL2515
 DL2515                          SUPERSEDED SURVEY CONTROL
 DL2515
 DL2515.No superseded survey control is available for this station.
 DL2515
 DL2515_MARKER: DD = SURVEY DISK
 DL2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2515_STAMPING: 6M27 2007
 DL2515_MARK LOGO: WIDT
 DL2515_PROJECTION: FLUSH
 DL2515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2515+STABILITY: SURFACE MOTION
 DL2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2515+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2018
 DL2515
 DL2515  HISTORY     - Date     Condition        Report By
 DL2515  HISTORY     - 2008     MONUMENTED       WIDT
 DL2515  HISTORY     - 20081030 GOOD             WIDT
 DL2515  HISTORY     - 20180521 GOOD             GLENSC
 DL2515
 DL2515                          STATION DESCRIPTION
 DL2515
 DL2515'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2515'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2515'HIGHWAY Q APPROXIMATELY 1.5 MI (2.4 KM) EAST OF THE VILLAGE OF
 DL2515'EPHRAIM, GO SOUTH ON STATE HIGHWAY 57 FOR 1.0 MI (1.6 KM) TO PIONEER
 DL2515'ROAD, TURN LEFT AND GO EAST ON PIONEER ROAD FOR 0.05 MILE TO THE
 DL2515'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2515'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --6M27
 DL2515'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 1.8
 DL2515'M (5.9 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6
 DL2515'FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 6.6 M (21.7 FT) SOUTH OF
 DL2515'THE CENTERLINE OF PIONEER ROAD, 65.5 M (214.9 FT) EAST OF A --DEAD
 DL2515'END-- WOOD SIGN POST, 42.5 M (139.4 FT) SOUTHWEST OF POWER POLE --3128
 DL2515'20L2--, 0.7 M (2.3 FT) NORTH OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT)
 DL2515'SOUTH, 1.0 M (3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE
 DL2515'WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2515'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DL2515'FOR A TREE TO THE EAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DL2515
 DL2515                          STATION RECOVERY (2018)
 DL2515
 DL2515'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2515'THE TREE 16 M (52.5 FT) EAST OF THE STATION EXTENDS TO 30 DEGREES
 DL2515'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2516 ***********************************************************************
 DL2516  DESIGNATION -  6M28
 DL2516  PID         -  DL2516
 DL2516  STATE/COUNTY-  WI/DOOR
 DL2516  COUNTRY     -  US
 DL2516  USGS QUAD   -  SISTER BAY (2018)
 DL2516
 DL2516                         *CURRENT SURVEY CONTROL
 DL2516  ______________________________________________________________________
 DL2516* NAD 83(1986) POSITION- 45 09 22.14   (N) 087 07 04.60   (W)   HD_HELD1
 DL2516* NAVD 88 ORTHO HEIGHT -   197.098 (meters)      646.65  (feet) ADJUSTED
 DL2516  ______________________________________________________________________
 DL2516  GEOID HEIGHT    -        -37.135 (meters)                     GEOID18
 DL2516  DYNAMIC HEIGHT  -        197.081 (meters)      646.59  (feet) COMP
 DL2516  MODELED GRAVITY -    980,531.6   (mgal)                       NAVD 88
 DL2516
 DL2516  VERT ORDER      -  SECOND    CLASS I
 DL2516
 DL2516.The horizontal coordinates were determined by differentially corrected
 DL2516.hand held GPS observations or other comparable positioning techniques
 DL2516.and have an estimated accuracy of +/- 3 meters.
 DL2516
 DL2516.The orthometric height was determined by differential leveling and
 DL2516.adjusted by the WI DEPT OF TRANSP
 DL2516.in May 2012.
 DL2516
 DL2516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2516.GEOID18 height accuracy estimate available here.
 DL2516
 DL2516.Click photographs - Photos may exist for this station.
 DL2516
 DL2516.The dynamic height is computed by dividing the NAVD 88
 DL2516.geopotential number by the normal gravity value computed on the
 DL2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2516.degrees latitude (g = 980.6199 gals.).
 DL2516
 DL2516.The modeled gravity was interpolated from observed gravity values.
 DL2516
 DL2516;                    North         East    Units  Estimated Accuracy
 DL2516;SPC WI C     -   151,012.6     826,564.6     MT  (+/- 3 meters HH1 GPS) 
 DL2516
 DL2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9072900303(NAD 83)
 DL2516
 DL2516                          SUPERSEDED SURVEY CONTROL
 DL2516
 DL2516.No superseded survey control is available for this station.
 DL2516
 DL2516_MARKER: DD = SURVEY DISK
 DL2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2516_STAMPING: 6M28 2007
 DL2516_MARK LOGO: WIDT
 DL2516_PROJECTION: FLUSH
 DL2516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2516+STABILITY: SURFACE MOTION
 DL2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2516+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2018
 DL2516
 DL2516  HISTORY     - Date     Condition        Report By
 DL2516  HISTORY     - 2008     MONUMENTED       WIDT
 DL2516  HISTORY     - 20081029 GOOD             WIDT
 DL2516  HISTORY     - 20180521 GOOD             GLENSC
 DL2516
 DL2516                          STATION DESCRIPTION
 DL2516
 DL2516'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2516'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2516'HIGHWAY Q APPROXIMATELY 1.5 MI (2.4 KM) EAST OF THE VILLAGE OF
 DL2516'EPHRAIM, GO EAST ON COUNTY HIGHWAY Q FOR 0.5 MILE TO ORCHARD DRIVE
 DL2516'LEFT, CONTINUE EAST ON COUNTY HIGHWAY Q FOR 0.20 MILE TO THE STATION
 DL2516'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DL2516'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --6M28
 DL2516'2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 1.8
 DL2516'M (5.9 FT) DEEP, FLUSH WITH THE GROUND, AND APPROXIMATELY 1.5 M (4.9
 DL2516'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.4 M (30.8 FT) SOUTH
 DL2516'OF THE CENTERLINE OF COUNTY HIGHWAY Q, 0.30 MILE WEST OF WOODCREST
 DL2516'ROAD, APPROXIMATELY 85 M (278.9 FT) WEST OF PRIVATE ENTRANCE --2273--,
 DL2516'AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT)
 DL2516'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DL2516'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DL2516'ABOVE THE HORIZON.
 DL2516
 DL2516                          STATION RECOVERY (2018)
 DL2516
 DL2516'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2516'THE STATION IS APPROXIMATELY 0.5 M (NOT 1.5 M) LOWER THAN THE HIGHWAY
 DL2516'PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2517 ***********************************************************************
 DL2517  DESIGNATION -  6M29
 DL2517  PID         -  DL2517
 DL2517  STATE/COUNTY-  WI/DOOR
 DL2517  COUNTRY     -  US
 DL2517  USGS QUAD   -  SISTER BAY (2018)
 DL2517
 DL2517                         *CURRENT SURVEY CONTROL
 DL2517  ______________________________________________________________________
 DL2517* NAD 83(2011) POSITION- 45 10 32.49422(N) 087 06 42.40451(W)   ADJUSTED
 DL2517* NAD 83(2011) ELLIP HT-   166.389 (meters)        (04/14/17)   ADJUSTED
 DL2517* NAD 83(2011) EPOCH   -  2010.00
 DL2517* NAVD 88 ORTHO HEIGHT -   203.528 (meters)      667.74  (feet) ADJUSTED
 DL2517  ______________________________________________________________________
 DL2517  GEOID HEIGHT    -        -37.141 (meters)                     GEOID18
 DL2517  NAD 83(2011) X  -    226,939.817 (meters)                     COMP
 DL2517  NAD 83(2011) Y  - -4,498,159.400 (meters)                     COMP
 DL2517  NAD 83(2011) Z  -  4,501,251.748 (meters)                     COMP
 DL2517  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 DL2517  DYNAMIC HEIGHT  -        203.512 (meters)      667.69  (feet) COMP
 DL2517  MODELED GRAVITY -    980,531.9   (mgal)                       NAVD 88
 DL2517
 DL2517  VERT ORDER      -  SECOND    CLASS I
 DL2517
 DL2517  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2517  Standards:
 DL2517         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2517            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2517  -------------------------------------------------------------------
 DL2517  NETWORK    0.52   0.76           0.23   0.19   0.39     -0.01277293
 DL2517  -------------------------------------------------------------------
 DL2517  Click here for local accuracies and other accuracy information.
 DL2517
 DL2517.The horizontal coordinates were established by GPS observations
 DL2517.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2517
 DL2517.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2517.been affixed to the stable North American tectonic plate. See 
 DL2517.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2517
 DL2517.The horizontal coordinates are valid at the epoch date displayed above
 DL2517.which is a decimal equivalence of Year/Month/Day.
 DL2517
 DL2517.The orthometric height was determined by differential leveling and
 DL2517.adjusted by the WI DEPT OF TRANSP
 DL2517.in May 2012.
 DL2517
 DL2517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2517.GEOID18 height accuracy estimate available here.
 DL2517
 DL2517.Click photographs - Photos may exist for this station.
 DL2517
 DL2517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2517
 DL2517.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2517
 DL2517.The ellipsoidal height was determined by GPS observations
 DL2517.and is referenced to NAD 83.
 DL2517
 DL2517.The dynamic height is computed by dividing the NAVD 88
 DL2517.geopotential number by the normal gravity value computed on the
 DL2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2517.degrees latitude (g = 980.6199 gals.).
 DL2517
 DL2517.The modeled gravity was interpolated from observed gravity values.
 DL2517
 DL2517. The following values were computed from the NAD 83(2011) position.
 DL2517
 DL2517;                    North         East     Units Scale Factor Converg.
 DL2517;SPC WI C     -   153,200.279   826,971.818   MT  0.99995435   +2 02 16.3
 DL2517;SPC WI C     -   502,624.58  2,713,156.71   sFT  0.99995435   +2 02 16.3
 DL2517;UTM  16      - 5,002,474.026   491,217.068   MT  0.99960095   -0 04 45.4
 DL2517
 DL2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2517!SPC WI C     -   0.99997391  x   0.99995435  =   0.99992826
 DL2517!UTM  16      -   0.99997391  x   0.99960095  =   0.99957487
 DL2517
 DL2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9121702474(NAD 83)
 DL2517
 DL2517                          SUPERSEDED SURVEY CONTROL
 DL2517
 DL2517.No superseded survey control is available for this station.
 DL2517
 DL2517_MARKER: DD = SURVEY DISK
 DL2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2517_STAMPING: 6M29 2007
 DL2517_MARK LOGO: WIDT
 DL2517_PROJECTION: FLUSH
 DL2517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2517+STABILITY: SURFACE MOTION
 DL2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2517+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2018
 DL2517
 DL2517  HISTORY     - Date     Condition        Report By
 DL2517  HISTORY     - 2008     MONUMENTED       WIDT
 DL2517  HISTORY     - 20081029 GOOD             WIDT
 DL2517  HISTORY     - 20140808 GOOD             INDIV
 DL2517  HISTORY     - 20150501 GOOD             WIDT
 DL2517  HISTORY     - 20180521 GOOD             GLENSC
 DL2517
 DL2517                          STATION DESCRIPTION
 DL2517
 DL2517'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2517'HIGHWAY Q APPROXIMATELY 1.5 MI (2.4 KM) EAST OF THE VILLAGE OF
 DL2517'EPHRAIM, GO EAST ON COUNTY HIGHWAY Q FOR 1.0 MI (1.6 KM) TO WOODCREST
 DL2517'ROAD, TURN LEFT AND GO NORTH ON WOODCREST ROAD FOR 1.0 MI (1.6 KM) TO
 DL2517'FLINT RIDGE ROAD LEFT, CONTINUE NORTH ON WOODCREST ROAD FOR 0.32 MILE
 DL2517'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DL2517'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 DL2517'STAMPED --6M29 2007-- SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DL2517'CONCRETE COLUMN KEYED INTO BEDROCK, PROJECTING 0.4 M (1.3 FT) ABOVE
 DL2517'THE BEDROCK, FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT)
 DL2517'BELOW THE ROAD PAVEMENT.  THE STATION IS 6.6 M (21.7 FT) EAST OF THE
 DL2517'CENTERLINE OF WOODCREST ROAD, 0.17 MILE SOUTH OF PLATEAU ROAD, 16.7 M
 DL2517'(54.8 FT) EAST-NORTHEAST OF POWER POLE --3128 8R7--, 11.8 M (38.7 FT)
 DL2517'NORTH-NORTHWEST OF A T-CORNER FENCE POST WITH A WOOD BRACE AND A --NO
 DL2517'TRESPASSING-- SIGN ATTACHED, 2.7 M (8.9 FT) WEST OF A METAL FENCE, AND
 DL2517'0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DL2517'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DL2517'ABOVE THE HORIZON.
 DL2517
 DL2517                          STATION RECOVERY (2014)
 DL2517
 DL2517'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (GRS)
 DL2517'RECOVERED IN GOOD CONDITION.
 DL2517
 DL2517                          STATION RECOVERY (2015)
 DL2517
 DL2517'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2517'RECOVERED AS DESCRIBED.
 DL2517
 DL2517                          STATION RECOVERY (2018)
 DL2517
 DL2517'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2517'THE T-CORNER FENCE POST AND THE METAL FENCE ARE NO LONGER PRESENT.
 DL2517'THE POWER POLE EXTENDS TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4290 ***********************************************************************
 DL4290  DESIGNATION -  6N01
 DL4290  PID         -  DL4290
 DL4290  STATE/COUNTY-  WI/ST CROIX
 DL4290  COUNTRY     -  US
 DL4290  USGS QUAD   -  STILLWATER (2019)
 DL4290
 DL4290                         *CURRENT SURVEY CONTROL
 DL4290  ______________________________________________________________________
 DL4290* NAD 83(2011) POSITION- 45 00 21.58277(N) 092 45 10.41021(W)   ADJUSTED
 DL4290* NAD 83(2011) ELLIP HT-   215.701 (meters)        (11/18/13)   ADJUSTED
 DL4290* NAD 83(2011) EPOCH   -  2010.00
 DL4290* NAVD 88 ORTHO HEIGHT -   244.317 (meters)      801.56  (feet) ADJUSTED
 DL4290  ______________________________________________________________________
 DL4290  GEOID HEIGHT    -        -28.611 (meters)                     GEOID18
 DL4290  NAD 83(2011) X  -   -216,957.993 (meters)                     COMP
 DL4290  NAD 83(2011) Y  - -4,512,059.150 (meters)                     COMP
 DL4290  NAD 83(2011) Z  -  4,487,972.040 (meters)                     COMP
 DL4290  LAPLACE CORR    -        -14.74  (seconds)                    DEFLEC18
 DL4290  DYNAMIC HEIGHT  -        244.304 (meters)      801.52  (feet) COMP
 DL4290  MODELED GRAVITY -    980,559.1   (mgal)                       NAVD 88
 DL4290
 DL4290  VERT ORDER      -  SECOND    CLASS I
 DL4290
 DL4290  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4290  Standards:
 DL4290         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4290            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4290  -------------------------------------------------------------------
 DL4290  NETWORK    0.68   0.80           0.31   0.24   0.41     -0.00140691
 DL4290  -------------------------------------------------------------------
 DL4290  Click here for local accuracies and other accuracy information.
 DL4290
 DL4290.The horizontal coordinates were established by GPS observations
 DL4290.and adjusted by the MN DEPT OF TRANSP in November 2013.
 DL4290
 DL4290.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4290.been affixed to the stable North American tectonic plate. See 
 DL4290.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4290
 DL4290.The horizontal coordinates are valid at the epoch date displayed above
 DL4290.which is a decimal equivalence of Year/Month/Day.
 DL4290
 DL4290.The orthometric height was determined by differential leveling and
 DL4290.adjusted by the WI DEPT OF TRANSP
 DL4290.in May 2012.
 DL4290
 DL4290.No vertical observational check was made to the station.
 DL4290
 DL4290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4290.GEOID18 height accuracy estimate available here.
 DL4290
 DL4290.Click photographs - Photos may exist for this station.
 DL4290
 DL4290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4290
 DL4290.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4290
 DL4290.The ellipsoidal height was determined by GPS observations
 DL4290.and is referenced to NAD 83.
 DL4290
 DL4290.The dynamic height is computed by dividing the NAVD 88
 DL4290.geopotential number by the normal gravity value computed on the
 DL4290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4290.degrees latitude (g = 980.6199 gals.).
 DL4290
 DL4290.The modeled gravity was interpolated from observed gravity values.
 DL4290
 DL4290. The following values were computed from the NAD 83(2011) position.
 DL4290
 DL4290;                    North         East     Units Scale Factor Converg.
 DL4290;SPC WI C     -   133,983.597   383,019.717   MT  0.99994327   -1 56 32.6
 DL4290;SPC WI C     -   439,577.85  1,256,623.85   sFT  0.99994327   -1 56 32.6
 DL4290;UTM  15      - 4,983,646.090   519,473.881   MT  0.99960466   +0 10 29.1
 DL4290
 DL4290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4290!SPC WI C     -   0.99996618  x   0.99994327  =   0.99990945
 DL4290!UTM  15      -   0.99996618  x   0.99960466  =   0.99957086
 DL4290
 DL4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1947383646(NAD 83)
 DL4290
 DL4290                          SUPERSEDED SURVEY CONTROL
 DL4290
 DL4290.No superseded survey control is available for this station.
 DL4290
 DL4290_MARKER: DD = SURVEY DISK
 DL4290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4290_STAMPING: 6N01 2004
 DL4290_MARK LOGO: WIDT
 DL4290_PROJECTION: FLUSH
 DL4290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4290+STABILITY: SURFACE MOTION
 DL4290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4290+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DL4290
 DL4290  HISTORY     - Date     Condition        Report By
 DL4290  HISTORY     - 20040401 MONUMENTED       WIDT
 DL4290  HISTORY     - 20070731 GOOD             WIDT
 DL4290  HISTORY     - 20120401 GOOD             MNDT
 DL4290  HISTORY     - 20120808 GOOD             WIDT
 DL4290  HISTORY     - 20121115 GOOD             MNDT
 DL4290  HISTORY     - 20160808 GOOD             WIDT
 DL4290
 DL4290                          STATION DESCRIPTION
 DL4290
 DL4290'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4290'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHWEST OF
 DL4290'SOMERSET, 2.2 MI (3.5 KM) WEST-NORTHWEST OF NORTHLINE AND 2.2 MI (3.5
 DL4290'KM) NORTH OF HUDSON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4290'
 DL4290'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND COUNTY
 DL4290'HIGHWAY V ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF HUDSON, GO
 DL4290'SOUTHERLY ON STATE HIGHWAY 35 FOR 1.65 MI (2.7 KM) TO STATION LAKE
 DL4290'NORTH ON THE RIGHT AND KRATTLEY LANE AND THE STATION ON THE LEFT.
 DL4290'
 DL4290'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4290'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4290'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4290'16.0 M (52.5 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 35, 33.2 M
 DL4290'(108.9 FT) NORTH OF THE CENTERLINE OF KRATTLEY LANE, 10.2 M (33.5 FT)
 DL4290'NORTH OF A RED FIRE HYDRANT, 9.5 M (31.2 FT) NORTHWEST OF THE WEST END
 DL4290'OF A BRICK SIGN BARDILL BUILDING, 6.6 M (21.7 FT) WEST OF A METAL
 DL4290'RIGHT-OF-WAY POST AND 1.0 M (3.3 FT) NORTH AND SOUTH OF A WHITE
 DL4290'PLASTIC WITNESS POST.
 DL4290'
 DL4290'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DL4290
 DL4290                          STATION RECOVERY (2012)
 DL4290
 DL4290'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 DL4290'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHWEST OF
 DL4290'SOMERSET, 2.2 MI (3.5 KM) WEST-NORTHWEST OF NORTH LINE AND 2.2 MI (3.5
 DL4290'KM) NORTH OF HUDSON, 2.0 MI (3.2 KM) NORTH OF NORTH HUDSON.
 DL4290'
 DL4290'TO REACH THE MARK GO 1.75 MI (2.8 KM) NORTH ALONG TRUNK HIGHWAY 35
 DL4290'FROM THE JUNCTION OF TRUNK HIGHWAY 35 AND MONROE STREET IN NORTH
 DL4290'HUDSON.
 DL4290'
 DL4290'TO MARK IS LOCATED 52.5 FT (16.0 M) EAST OF THE OF STATE HIGHWAY 35,
 DL4290'108.9 FT (33.2 M) NORTH OF KRATTLEY LANE, 33.5 FT (10.2 M) NORTH OF A
 DL4290'RED FIRE HYDRANT, 21.7 FT (6.6 M) NORTHWEST OF THE WEST END OF A BRICK
 DL4290'SIGN BARDILL BUILDING, 21.7 FT (6.6 M) WEST OF A METAL RIGHT-OF-WAY
 DL4290'POST AND 3.3 FT (1.0 M) NORTH AND OF A WHITE PLASTIC POST.
 DL4290
 DL4290                          STATION RECOVERY (2012)
 DL4290
 DL4290'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4290'RECOVERED AS DESCRIBED.
 DL4290
 DL4290                          STATION RECOVERY (2012)
 DL4290
 DL4290'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (GXB)
 DL4290'2.0 MILES NORTH OF NORTH HUDSON, 1.75 MILES NORTH ALONG TRUNK HIGHWAY
 DL4290'35 FROM THE JUNCTION OF TRUNK HIGHWAY 35 AND MONROE STREET IN NORTH
 DL4290'HUDSON, 52.5 FEET EAST OF STATE HIGHWAY 35, 108.9 FEET NORTH OF
 DL4290'KRATTLEY LANE, 33.5 FEET NORTH OF A RED FIRE HYDRANT, 21.7 FEET
 DL4290'NORTHWEST OF THE WEST END OF A BRICK SIGN BARDILL BUILDING, 21.7 FEET
 DL4290'WEST OF A METAL RIGHT-OF-WAY POST, 3.3 FEET NORTH OF A WHITE PLASTIC
 DL4290'POST.
 DL4290
 DL4290                          STATION RECOVERY (2016)
 DL4290
 DL4290'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL4290'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4292 ***********************************************************************
 DL4292  DESIGNATION -  6N02
 DL4292  PID         -  DL4292
 DL4292  STATE/COUNTY-  WI/ST CROIX
 DL4292  COUNTRY     -  US
 DL4292  USGS QUAD   -  SOMERSET SOUTH (2019)
 DL4292
 DL4292                         *CURRENT SURVEY CONTROL
 DL4292  ______________________________________________________________________
 DL4292* NAD 83(1986) POSITION- 45 03 19.01   (N) 092 44 26.92   (W)   HD_HELD1
 DL4292* NAVD 88 ORTHO HEIGHT -   269.901 (meters)      885.50  (feet) ADJUSTED
 DL4292  ______________________________________________________________________
 DL4292  GEOID HEIGHT    -        -28.460 (meters)                     GEOID18
 DL4292  DYNAMIC HEIGHT  -        269.890 (meters)      885.46  (feet) COMP
 DL4292  MODELED GRAVITY -    980,568.8   (mgal)                       NAVD 88
 DL4292
 DL4292  VERT ORDER      -  SECOND    CLASS I
 DL4292
 DL4292.The horizontal coordinates were determined by differentially corrected
 DL4292.hand held GPS observations or other comparable positioning techniques
 DL4292.and have an estimated accuracy of +/- 3 meters.
 DL4292
 DL4292.The orthometric height was determined by differential leveling and
 DL4292.adjusted by the WI DEPT OF TRANSP
 DL4292.in May 2012.
 DL4292
 DL4292.No vertical observational check was made to the station.
 DL4292
 DL4292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4292.GEOID18 height accuracy estimate available here.
 DL4292
 DL4292.Click photographs - Photos may exist for this station.
 DL4292
 DL4292.The dynamic height is computed by dividing the NAVD 88
 DL4292.geopotential number by the normal gravity value computed on the
 DL4292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4292.degrees latitude (g = 980.6199 gals.).
 DL4292
 DL4292.The modeled gravity was interpolated from observed gravity values.
 DL4292
 DL4292;                    North         East    Units  Estimated Accuracy
 DL4292;SPC WI C     -   139,425.2     384,156.4     MT  (+/- 3 meters HH1 GPS) 
 DL4292
 DL4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2040889124(NAD 83)
 DL4292
 DL4292                          SUPERSEDED SURVEY CONTROL
 DL4292
 DL4292.No superseded survey control is available for this station.
 DL4292
 DL4292_MARKER: DD = SURVEY DISK
 DL4292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4292_STAMPING: 6N02 2005
 DL4292_MARK LOGO: WIDT
 DL4292_PROJECTION: FLUSH
 DL4292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4292+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 DL4292
 DL4292  HISTORY     - Date     Condition        Report By
 DL4292  HISTORY     - 2004     MONUMENTED       WIDT
 DL4292  HISTORY     - 20070731 GOOD             WIDT
 DL4292  HISTORY     - 20120808 GOOD             WIDT
 DL4292
 DL4292                          STATION DESCRIPTION
 DL4292
 DL4292'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4292'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHWEST OF SOMERSET,
 DL4292'5.6 MI (9.0 KM) NORTH OF HUDSON AND 4.7 MI (7.6 KM) NORTH-NORTHWEST OF
 DL4292'NORTHLINE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4292'
 DL4292'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E WITH COUNTY
 DL4292'HIGHWAY V ABOUT 6 MI (9.7 KM) SOUTHWEST OF THE VILLAGE OF SOMERSET, GO
 DL4292'SOUTH ON COUNTY HIGHWAY V FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DL4292'LEFT.
 DL4292'
 DL4292'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4292'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4292'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4292'13.5 M (44.3 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY V, 28.7 M
 DL4292'(94.2 FT) SOUTH-SOUTHEAST OF THE EAST END OF A 60-CM (24 INCH)
 DL4292'DIAMETER CORRUGATED METAL CULVERT PIPE, 13.4 M (44.0 FT) NORTH OF A
 DL4292'METAL POST FOR A NO MOTORIZED VEHICLES ALLOWED SIGN, 8.7 M (28.5 FT)
 DL4292'NORTH-NORTHEAST OF A WOODEN POST FOR A STOP AHEAD SYMBOL SIGN AND 1.0
 DL4292'M (3.3 FT) EAST, NORTHWEST AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DL4292'POST.
 DL4292'
 DL4292'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4292'DEGREES ABOVE THE HORIZON.
 DL4292
 DL4292                          STATION RECOVERY (2012)
 DL4292
 DL4292'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4292'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4295 ***********************************************************************
 DL4295  DESIGNATION -  6N03
 DL4295  PID         -  DL4295
 DL4295  STATE/COUNTY-  WI/ST CROIX
 DL4295  COUNTRY     -  US
 DL4295  USGS QUAD   -  SOMERSET NORTH (2019)
 DL4295
 DL4295                         *CURRENT SURVEY CONTROL
 DL4295  ______________________________________________________________________
 DL4295* NAD 83(1986) POSITION- 45 08 09.25   (N) 092 43 26.13   (W)   HD_HELD1
 DL4295* NAVD 88 ORTHO HEIGHT -   260.764 (meters)      855.52  (feet) ADJUSTED
 DL4295  ______________________________________________________________________
 DL4295  GEOID HEIGHT    -        -28.207 (meters)                     GEOID18
 DL4295  DYNAMIC HEIGHT  -        260.759 (meters)      855.51  (feet) COMP
 DL4295  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 DL4295
 DL4295  VERT ORDER      -  SECOND    CLASS I
 DL4295
 DL4295.The horizontal coordinates were determined by differentially corrected
 DL4295.hand held GPS observations or other comparable positioning techniques
 DL4295.and have an estimated accuracy of +/- 3 meters.
 DL4295
 DL4295.The orthometric height was determined by differential leveling and
 DL4295.adjusted by the WI DEPT OF TRANSP
 DL4295.in May 2012.
 DL4295
 DL4295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4295.GEOID18 height accuracy estimate available here.
 DL4295
 DL4295.Click photographs - Photos may exist for this station.
 DL4295
 DL4295.The dynamic height is computed by dividing the NAVD 88
 DL4295.geopotential number by the normal gravity value computed on the
 DL4295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4295.degrees latitude (g = 980.6199 gals.).
 DL4295
 DL4295.The modeled gravity was interpolated from observed gravity values.
 DL4295
 DL4295;                    North         East    Units  Estimated Accuracy
 DL4295;SPC WI C     -   148,334.8     385,786.1     MT  (+/- 3 meters HH1 GPS) 
 DL4295
 DL4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2170798084(NAD 83)
 DL4295
 DL4295                          SUPERSEDED SURVEY CONTROL
 DL4295
 DL4295.No superseded survey control is available for this station.
 DL4295
 DL4295_MARKER: DD = SURVEY DISK
 DL4295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4295_STAMPING: 6N03 2005
 DL4295_MARK LOGO: WIDT
 DL4295_PROJECTION: FLUSH
 DL4295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4295+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 DL4295
 DL4295  HISTORY     - Date     Condition        Report By
 DL4295  HISTORY     - 2004     MONUMENTED       WIDT
 DL4295  HISTORY     - 20070725 GOOD             WIDT
 DL4295  HISTORY     - 20120725 GOOD             WIDT
 DL4295
 DL4295                          STATION DESCRIPTION
 DL4295
 DL4295'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4295'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTH OF NORTHLINE, 9.2
 DL4295'MI (14.8 KM) WEST OF NEW RICHMOND AND 2.6 MI (4.2 KM) WEST-NORTHWEST
 DL4295'OF SOMERSET.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4295'
 DL4295'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND
 DL4295'BUSINESS HIGHWAY 64 (MAIN STREET) WITH COUNTY HIGHWAY I (SPRING
 DL4295'STREET) IN THE VILLAGE OF SOMERSET, GO NORTHWESTERLY ON COUNTY HIGHWAY
 DL4295'I FOR 2.35 MI (3.8 KM) TO THE JUNCTION OF COUNTY HIGHWAY I TO THE
 DL4295'NORTH WITH 192ND AVENUE TO THE WEST.  CONTINUE WEST ON 192ND AVENUE
 DL4295'FOR 0.5 MI (0.8 KM) TO 45TH STREET ON THE LEFT.  TURN LEFT AND GO
 DL4295'SOUTH ON 45TH STREET FOR 0.2 MI (0.3 KM) TO 190TH AVENUE ON THE RIGHT.
 DL4295'CONTINUE SOUTH ON 45TH STREET FOR 0.1 MI (0.2 KM) TO THE STATION ON
 DL4295'THE RIGHT.
 DL4295'
 DL4295'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4295'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4295'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 8.3 M
 DL4295'(27.2 FT) WEST OF THE CENTERLINE OF 45TH STREET, 7 M (23.0 FT) SOUTH
 DL4295'OF A FIELD ENTRANCE, 4.8 M (15.7 FT) NORTHEAST OF THE BASE OF A METAL
 DL4295'FENCE POST, 4 M (13.1 FT) EAST OF AN AGRICULTURAL FIELD AND 1.0 M (3.3
 DL4295'FT) WEST, NORTHEAST AND SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4295'
 DL4295'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4295'DEGREES ABOVE THE HORIZON.
 DL4295
 DL4295                          STATION RECOVERY (2012)
 DL4295
 DL4295'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4295'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4455 ***********************************************************************
 DL4455  DESIGNATION -  6N031
 DL4455  PID         -  DL4455
 DL4455  STATE/COUNTY-  WI/POLK
 DL4455  COUNTRY     -  US
 DL4455  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DL4455
 DL4455                         *CURRENT SURVEY CONTROL
 DL4455  ______________________________________________________________________
 DL4455* NAD 83(1986) POSITION- 45 24 08.5    (N) 092 38 12.7    (W)   HD_HELD2
 DL4455* NAVD 88 ORTHO HEIGHT -   285.696 (meters)      937.32  (feet) ADJUSTED
 DL4455  ______________________________________________________________________
 DL4455  GEOID HEIGHT    -        -27.687 (meters)                     GEOID18
 DL4455  DYNAMIC HEIGHT  -        285.701 (meters)      937.34  (feet) COMP
 DL4455  MODELED GRAVITY -    980,624.3   (mgal)                       NAVD 88
 DL4455
 DL4455  VERT ORDER      -  SECOND    CLASS I
 DL4455
 DL4455.The horizontal coordinates were established by autonomous hand held GPS
 DL4455.observations and have an estimated accuracy of +/- 10 meters.
 DL4455
 DL4455.The orthometric height was determined by differential leveling and
 DL4455.adjusted by the WI DEPT OF TRANSP
 DL4455.in May 2012.
 DL4455
 DL4455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4455.GEOID18 height accuracy estimate available here.
 DL4455
 DL4455.Click photographs - Photos may exist for this station.
 DL4455
 DL4455.The dynamic height is computed by dividing the NAVD 88
 DL4455.geopotential number by the normal gravity value computed on the
 DL4455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4455.degrees latitude (g = 980.6199 gals.).
 DL4455
 DL4455.The modeled gravity was interpolated from observed gravity values.
 DL4455
 DL4455;                    North         East    Units  Estimated Accuracy
 DL4455;SPC WI C     -   177,705.      393,592.      MT  (+/- 10 meters HH2 GPS)
 DL4455
 DL4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2841927713(NAD 83)
 DL4455
 DL4455                          SUPERSEDED SURVEY CONTROL
 DL4455
 DL4455.No superseded survey control is available for this station.
 DL4455
 DL4455_MARKER: DD = SURVEY DISK
 DL4455_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4455_SP_SET: BRIDGE ABUTMENT
 DL4455_STAMPING: 6N031 2006
 DL4455_MARK LOGO: WIDT
 DL4455_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4455+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DL4455
 DL4455  HISTORY     - Date     Condition        Report By
 DL4455  HISTORY     - 2005     MONUMENTED       WIDT
 DL4455  HISTORY     - 20070925 GOOD             WIDT
 DL4455  HISTORY     - 20150317 GOOD             MNDT
 DL4455
 DL4455                          STATION DESCRIPTION
 DL4455
 DL4455'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4455'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF CENTURIA,
 DL4455'3.2 MI (5.1 KM) NORTH OF DRESSER AND 0.5 MI (0.8 KM) SOUTH-SOUTHEAST
 DL4455'OF SAINT CROIX FALLS.
 DL4455'
 DL4455'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4455'HIGHWAY 87 ON THE SOUTH SIDE OF THE CITY OF SAINT CROIX FALLS, GO EAST
 DL4455'ON US HIGHWAY 8 FOR 0.37 MI (0.6 KM) TO BRIDGE NUMBER B-48-39-94 OVER
 DL4455'STATE HIGHWAY 35 AND THE STATION ON THE RIGHT.
 DL4455'
 DL4455'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4455'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE ON TOP OF THE
 DL4455'SOUTH END OF THE EAST BRIDGE ABUTMENT APPROXIMATELY LEVEL WITH THE
 DL4455'HIGHWAY PAVEMENT, 7.6 M (24.9 FT) SOUTH OF THE CENTERLINE OF THE TWO
 DL4455'EASTBOUND LANES OF US HIGHWAY 8, 29.7 M (97.4 FT) EAST OF THE
 DL4455'CENTERLINE OF STATE HIGHWAY 35, 40-CM (16 INCH) EAST OF THE WEST EDGE
 DL4455'OF THE WING WALL, 30-CM (12 INCH) SOUTH OF THE SOUTH SIDE OF THE SOUTH
 DL4455'BRIDGE PARAPET AND 1.0 M (3.3 FT) WEST-NORTHWEST OF A WHITE PLASTIC
 DL4455'WITNESS POST.
 DL4455'
 DL4455'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4455'DEGREES ABOVE THE HORIZON.
 DL4455
 DL4455                          STATION RECOVERY (2015)
 DL4455
 DL4455'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JS)
 DL4455'RECOVERED IN GOOD CONDITION.
 DL4455'
 DL4455'NOTE-ADD-0.54 MILE SOUTH OF SAINT CROIX FALLS, 0.4 MI (0.6 KM) EAST
 DL4455'ALONG INTERSTATE HIGHWAY 8  FROM THE JUNCTION OF INTERSTATE HIGHWAY 8
 DL4455'AND STATE HIGHWAY 87 IN SOUTHEASTERN REEVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4296 ***********************************************************************
 DL4296  DESIGNATION -  6N04
 DL4296  PID         -  DL4296
 DL4296  STATE/COUNTY-  WI/ST CROIX
 DL4296  COUNTRY     -  US
 DL4296  USGS QUAD   -  SOMERSET NORTH (2019)
 DL4296
 DL4296                         *CURRENT SURVEY CONTROL
 DL4296  ______________________________________________________________________
 DL4296* NAD 83(1986) POSITION- 45 08 57.70   (N) 092 42 49.69   (W)   HD_HELD1
 DL4296* NAVD 88 ORTHO HEIGHT -   271.892 (meters)      892.03  (feet) ADJUSTED
 DL4296  ______________________________________________________________________
 DL4296  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 DL4296  DYNAMIC HEIGHT  -        271.887 (meters)      892.02  (feet) COMP
 DL4296  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 DL4296
 DL4296  VERT ORDER      -  SECOND    CLASS I
 DL4296
 DL4296.The horizontal coordinates were determined by differentially corrected
 DL4296.hand held GPS observations or other comparable positioning techniques
 DL4296.and have an estimated accuracy of +/- 3 meters.
 DL4296
 DL4296.The orthometric height was determined by differential leveling and
 DL4296.adjusted by the WI DEPT OF TRANSP
 DL4296.in May 2012.
 DL4296
 DL4296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4296.GEOID18 height accuracy estimate available here.
 DL4296
 DL4296.Click photographs - Photos may exist for this station.
 DL4296
 DL4296.The dynamic height is computed by dividing the NAVD 88
 DL4296.geopotential number by the normal gravity value computed on the
 DL4296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4296.degrees latitude (g = 980.6199 gals.).
 DL4296
 DL4296.The modeled gravity was interpolated from observed gravity values.
 DL4296
 DL4296;                    North         East    Units  Estimated Accuracy
 DL4296;SPC WI C     -   149,802.9     386,631.9     MT  (+/- 3 meters HH1 GPS) 
 DL4296
 DL4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2249899582(NAD 83)
 DL4296
 DL4296                          SUPERSEDED SURVEY CONTROL
 DL4296
 DL4296.No superseded survey control is available for this station.
 DL4296
 DL4296_MARKER: DD = SURVEY DISK
 DL4296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4296_STAMPING: 6N04 2005
 DL4296_MARK LOGO: WIDT
 DL4296_PROJECTION: FLUSH
 DL4296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4296+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 DL4296
 DL4296  HISTORY     - Date     Condition        Report By
 DL4296  HISTORY     - 2004     MONUMENTED       WIDT
 DL4296  HISTORY     - 20070725 GOOD             WIDT
 DL4296  HISTORY     - 20120725 GOOD             WIDT
 DL4296
 DL4296                          STATION DESCRIPTION
 DL4296
 DL4296'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4296'THE STATION IS LOCATED ABOUT 11.1 MI (17.9 KM) NORTH OF NORTHLINE, 8.9
 DL4296'MI (14.3 KM) WEST-NORTHWEST OF NEW RICHMOND AND 2.6 MI (4.2 KM)
 DL4296'NORTHWEST OF SOMERSET.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4296'
 DL4296'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND
 DL4296'BUSINESS HIGHWAY 64 (MAIN STREET) WITH COUNTY HIGHWAY I (SPRING
 DL4296'STREET) IN THE VILLAGE OF SOMERSET, GO NORTHWESTERLY ON COUNTY HIGHWAY
 DL4296'I FOR 2.35 MI (3.8 KM) TO THE JUNCTION OF COUNTY HIGHWAY I TO THE
 DL4296'NORTH WITH 192ND AVENUE TO THE WEST.  CONTINUE NORTH ON COUNTY HIGHWAY
 DL4296'I FOR 0.55 MI (0.9 KM) TO THE STATION ON THE LEFT.
 DL4296'
 DL4296'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4296'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4296'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 8.6 M
 DL4296'(28.2 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY I, 24.0 M (78.7
 DL4296'FT) NORTH OF A ST. CROIX COUNTY GEODETIC CONTROL MARKER SOMERSET W
 DL4296'1994, 18.6 M (61.0 FT) SOUTHWEST OF A POWER POLE, 4 M (13.1 FT) NORTH
 DL4296'OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 1 M (3.3 FT) EAST OF
 DL4296'AN AGRICULTURAL FIELD AND 1.0 M (3.3 FT) WEST, NORTHEAST AND SOUTHEAST
 DL4296'OF A WHITE PLASTIC WITNESS POST.
 DL4296'
 DL4296'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4296'DEGREES ABOVE THE HORIZON.
 DL4296
 DL4296                          STATION RECOVERY (2012)
 DL4296
 DL4296'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4296'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4298 ***********************************************************************
 DL4298  DESIGNATION -  6N05
 DL4298  PID         -  DL4298
 DL4298  STATE/COUNTY-  WI/ST CROIX
 DL4298  COUNTRY     -  US
 DL4298  USGS QUAD   -  SOMERSET NORTH (2019)
 DL4298
 DL4298                         *CURRENT SURVEY CONTROL
 DL4298  ______________________________________________________________________
 DL4298* NAD 83(1986) POSITION- 45 09 53.95   (N) 092 40 20.83   (W)   HD_HELD1
 DL4298* NAVD 88 ORTHO HEIGHT -   286.882 (meters)      941.21  (feet) ADJUSTED
 DL4298  ______________________________________________________________________
 DL4298  GEOID HEIGHT    -        -28.359 (meters)                     GEOID18
 DL4298  DYNAMIC HEIGHT  -        286.874 (meters)      941.19  (feet) COMP
 DL4298  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 DL4298
 DL4298  VERT ORDER      -  SECOND    CLASS I
 DL4298
 DL4298.The horizontal coordinates were determined by differentially corrected
 DL4298.hand held GPS observations or other comparable positioning techniques
 DL4298.and have an estimated accuracy of +/- 3 meters.
 DL4298
 DL4298.The orthometric height was determined by differential leveling and
 DL4298.adjusted by the WI DEPT OF TRANSP
 DL4298.in May 2012.
 DL4298
 DL4298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4298.GEOID18 height accuracy estimate available here.
 DL4298
 DL4298.Click photographs - Photos may exist for this station.
 DL4298
 DL4298.The dynamic height is computed by dividing the NAVD 88
 DL4298.geopotential number by the normal gravity value computed on the
 DL4298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4298.degrees latitude (g = 980.6199 gals.).
 DL4298
 DL4298.The modeled gravity was interpolated from observed gravity values.
 DL4298
 DL4298;                    North         East    Units  Estimated Accuracy
 DL4298;SPC WI C     -   151,430.5     389,938.9     MT  (+/- 3 meters HH1 GPS) 
 DL4298
 DL4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2574101330(NAD 83)
 DL4298
 DL4298                          SUPERSEDED SURVEY CONTROL
 DL4298
 DL4298.No superseded survey control is available for this station.
 DL4298
 DL4298_MARKER: DD = SURVEY DISK
 DL4298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4298_STAMPING: 6N05 2005
 DL4298_MARK LOGO: WIDT
 DL4298_PROJECTION: FLUSH
 DL4298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4298+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 DL4298
 DL4298  HISTORY     - Date     Condition        Report By
 DL4298  HISTORY     - 2004     MONUMENTED       WIDT
 DL4298  HISTORY     - 20070724 GOOD             WIDT
 DL4298  HISTORY     - 20120725 GOOD             WIDT
 DL4298
 DL4298                          STATION DESCRIPTION
 DL4298
 DL4298'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4298'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) SOUTH OF OSCEOLA, 7.3
 DL4298'MI (11.7 KM) WEST-NORTHWEST OF NEW RICHMOND AND 2.8 MI (4.5 KM) NORTH
 DL4298'OF SOMERSET.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4298'
 DL4298'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH
 DL4298'BUSINESS HIGHWAY 64 (MAIN STREET) IN THE VILLAGE OF SOMERSET, GO NORTH
 DL4298'ON STATE HIGHWAY 35 FOR 2.6 MI (4.2 KM) TO 207TH AVENUE ON THE LEFT.
 DL4298'CONTINUE NORTH ON STATE HIGHWAY 35 FOR 0.1 MI (0.2 KM) TO THE STATION
 DL4298'ON THE LEFT.
 DL4298'
 DL4298'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4298'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4298'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 14.2
 DL4298'M (46.6 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 35, ABOUT 250 FT
 DL4298'(76.2 M) NORTH OF PRIVATE ENTRANCE NUMBER 2094, 42.0 M (137.8 FT)
 DL4298'SOUTHEAST OF A GREEN METAL POWER TRANSFORMER NUMBER 12B23B21 AND 1.0 M
 DL4298'(3.3 FT) WEST, NORTHEAST AND SOUTHEAST OF A WHITE PLASTIC WITNESS
 DL4298'POST.
 DL4298'
 DL4298'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4298'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST OF THE
 DL4298'STATION EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DL4298
 DL4298                          STATION RECOVERY (2012)
 DL4298
 DL4298'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4298'RECOVERED AS DESCRIBED---NOTE---TREES OBSTRUCTING IN THE NORTHWEST
 DL4298'QUADRANT UP TO 25  N THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4300 ***********************************************************************
 DL4300  DESIGNATION -  6N06
 DL4300  PID         -  DL4300
 DL4300  STATE/COUNTY-  WI/ST CROIX
 DL4300  COUNTRY     -  US
 DL4300  USGS QUAD   -  NEW RICHMOND NORTH (2018)
 DL4300
 DL4300                         *CURRENT SURVEY CONTROL
 DL4300  ______________________________________________________________________
 DL4300* NAD 83(1986) POSITION- 45 09 46.99   (N) 092 35 32.98   (W)   HD_HELD1
 DL4300* NAVD 88 ORTHO HEIGHT -   265.376 (meters)      870.65  (feet) ADJUSTED
 DL4300  ______________________________________________________________________
 DL4300  GEOID HEIGHT    -        -28.875 (meters)                     GEOID18
 DL4300  DYNAMIC HEIGHT  -        265.362 (meters)      870.61  (feet) COMP
 DL4300  MODELED GRAVITY -    980,554.2   (mgal)                       NAVD 88
 DL4300
 DL4300  VERT ORDER      -  SECOND    CLASS I
 DL4300
 DL4300.The horizontal coordinates were determined by differentially corrected
 DL4300.hand held GPS observations or other comparable positioning techniques
 DL4300.and have an estimated accuracy of +/- 3 meters.
 DL4300
 DL4300.The orthometric height was determined by differential leveling and
 DL4300.adjusted by the WI DEPT OF TRANSP
 DL4300.in May 2012.
 DL4300
 DL4300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4300.GEOID18 height accuracy estimate available here.
 DL4300
 DL4300.Click photographs - Photos may exist for this station.
 DL4300
 DL4300.The dynamic height is computed by dividing the NAVD 88
 DL4300.geopotential number by the normal gravity value computed on the
 DL4300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4300.degrees latitude (g = 980.6199 gals.).
 DL4300
 DL4300.The modeled gravity was interpolated from observed gravity values.
 DL4300
 DL4300;                    North         East    Units  Estimated Accuracy
 DL4300;SPC WI C     -   151,012.0     396,214.8     MT  (+/- 3 meters HH1 GPS) 
 DL4300
 DL4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3202601144(NAD 83)
 DL4300
 DL4300                          SUPERSEDED SURVEY CONTROL
 DL4300
 DL4300.No superseded survey control is available for this station.
 DL4300
 DL4300_MARKER: DD = SURVEY DISK
 DL4300_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4300_SP_SET: BRIDGE ABUTMENT
 DL4300_STAMPING: 6N06 2005
 DL4300_MARK LOGO: WIDT
 DL4300_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4300+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 DL4300
 DL4300  HISTORY     - Date     Condition        Report By
 DL4300  HISTORY     - 2005     MONUMENTED       WIDT
 DL4300  HISTORY     - 20070723 GOOD             WIDT
 DL4300  HISTORY     - 20120725 GOOD             WIDT
 DL4300
 DL4300                          STATION DESCRIPTION
 DL4300
 DL4300'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4300'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-NORTHWEST OF
 DL4300'JEWETT, 4.8 MI (7.7 KM) NORTHEAST OF SOMERSET AND 3.9 MI (6.3 KM)
 DL4300'NORTHWEST OF NEW RICHMOND.
 DL4300'
 DL4300'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4300'HIGHWAY 65 (KNOWLES AVENUE) ON THE NORTH SIDE OF THE CITY OF NEW
 DL4300'RICHMOND, GO NORTH ON STATE HIGHWAY 65 FOR 2.0 MI (3.2 KM) TO 210TH
 DL4300'AVENUE.  TURN LEFT AND GO WEST ON 210TH AVENUE FOR 1.0 MI (1.6 KM) TO
 DL4300'THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY HIGHWAY CLOSING CORNER.
 DL4300'CONTINUE WEST ON COUNTY HIGHWAY C AND COUNTY HIGHWAY CLOSING CORNER
 DL4300'FOR 2.1 MI (3.4 KM) TO THE BRIDGE OVER THE APPLE RIVER AND THE STATION
 DL4300'ON THE LEFT.
 DL4300'
 DL4300'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4300'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DL4300'OF THE EAST ABUTMENT OF BRIDGE NUMBER B-55-25-57, ABOUT LEVEL WITH THE
 DL4300'HIGHWAY PAVEMENT, 4.8 M (15.7 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DL4300'HIGHWAY C AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DL4300
 DL4300                          STATION RECOVERY (2012)
 DL4300
 DL4300'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4300'RECOVERED AS DESCRIBED---NOTE---STATION HAS TREES DIRECTLY OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4301 ***********************************************************************
 DL4301  DESIGNATION -  6N07
 DL4301  PID         -  DL4301
 DL4301  STATE/COUNTY-  WI/ST CROIX
 DL4301  COUNTRY     -  US
 DL4301  USGS QUAD   -  NEW RICHMOND NORTH (2018)
 DL4301
 DL4301                         *CURRENT SURVEY CONTROL
 DL4301  ______________________________________________________________________
 DL4301* NAD 83(1986) POSITION- 45 09 57.60   (N) 092 34 04.52   (W)   HD_HELD1
 DL4301* NAVD 88 ORTHO HEIGHT -   282.317 (meters)      926.24  (feet) ADJUSTED
 DL4301  ______________________________________________________________________
 DL4301  GEOID HEIGHT    -        -29.028 (meters)                     GEOID18
 DL4301  DYNAMIC HEIGHT  -        282.298 (meters)      926.17  (feet) COMP
 DL4301  MODELED GRAVITY -    980,540.3   (mgal)                       NAVD 88
 DL4301
 DL4301  VERT ORDER      -  SECOND    CLASS I
 DL4301
 DL4301.The horizontal coordinates were determined by differentially corrected
 DL4301.hand held GPS observations or other comparable positioning techniques
 DL4301.and have an estimated accuracy of +/- 3 meters.
 DL4301
 DL4301.The orthometric height was determined by differential leveling and
 DL4301.adjusted by the WI DEPT OF TRANSP
 DL4301.in May 2012.
 DL4301
 DL4301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4301.GEOID18 height accuracy estimate available here.
 DL4301
 DL4301.Click photographs - Photos may exist for this station.
 DL4301
 DL4301.The dynamic height is computed by dividing the NAVD 88
 DL4301.geopotential number by the normal gravity value computed on the
 DL4301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4301.degrees latitude (g = 980.6199 gals.).
 DL4301
 DL4301.The modeled gravity was interpolated from observed gravity values.
 DL4301
 DL4301;                    North         East    Units  Estimated Accuracy
 DL4301;SPC WI C     -   151,278.0     398,156.0     MT  (+/- 3 meters HH1 GPS) 
 DL4301
 DL4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3395501481(NAD 83)
 DL4301
 DL4301                          SUPERSEDED SURVEY CONTROL
 DL4301
 DL4301.No superseded survey control is available for this station.
 DL4301
 DL4301_MARKER: DD = SURVEY DISK
 DL4301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4301_STAMPING: 6N07 2005
 DL4301_MARK LOGO: WIDT
 DL4301_PROJECTION: FLUSH
 DL4301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4301+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 DL4301
 DL4301  HISTORY     - Date     Condition        Report By
 DL4301  HISTORY     - 2004     MONUMENTED       WIDT
 DL4301  HISTORY     - 20070718 GOOD             WIDT
 DL4301  HISTORY     - 20120725 GOOD             WIDT
 DL4301
 DL4301                          STATION DESCRIPTION
 DL4301
 DL4301'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4301'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF
 DL4301'JEWETT, 5.9 MI (9.5 KM) EAST-NORTHEAST OF SOMERSET AND 3.4 MI (5.5 KM)
 DL4301'NORTH-NORTHWEST OF NEW RICHMOND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4301'
 DL4301'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4301'HIGHWAY 65 (KNOWLES AVENUE) ON THE NORTH SIDE OF THE CITY OF NEW
 DL4301'RICHMOND, GO NORTH ON STATE HIGHWAY 65 FOR 2.0 MI (3.2 KM) TO 210TH
 DL4301'AVENUE.  TURN LEFT AND GO WEST ON 210TH AVENUE FOR 1.0 MI (1.6 KM) TO
 DL4301'THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY HIGHWAY CLOSING CORNER.
 DL4301'CONTINUE WEST ON COUNTY HIGHWAY C AND COUNTY HIGHWAY CLOSING CORNER
 DL4301'FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DL4301'
 DL4301'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4301'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4301'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4301'2.3 M (7.5 FT) SOUTH OF A WIRE FENCE, 0.05 M (0.2 FT) EAST OF PRIVATE
 DL4301'ENTRANCE NUMBER 1206 AND 1.0 M (3.3 FT) NORTH, SOUTHWEST AND SOUTHEAST
 DL4301'OF A WHITE PLASTIC WITNESS POST.
 DL4301'
 DL4301'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4301'DEGREES ABOVE THE HORIZON.
 DL4301
 DL4301                          STATION RECOVERY (2012)
 DL4301
 DL4301'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4301'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4302 ***********************************************************************
 DL4302  DESIGNATION -  6N08
 DL4302  PID         -  DL4302
 DL4302  STATE/COUNTY-  WI/ST CROIX
 DL4302  COUNTRY     -  US
 DL4302  USGS QUAD   -  NEW RICHMOND NORTH (2018)
 DL4302
 DL4302                         *CURRENT SURVEY CONTROL
 DL4302  ______________________________________________________________________
 DL4302* NAD 83(1986) POSITION- 45 09 53.42   (N) 092 31 44.93   (W)   HD_HELD1
 DL4302* NAVD 88 ORTHO HEIGHT -   304.371 (meters)      998.59  (feet) ADJUSTED
 DL4302  ______________________________________________________________________
 DL4302  GEOID HEIGHT    -        -29.304 (meters)                     GEOID18
 DL4302  DYNAMIC HEIGHT  -        304.342 (meters)      998.50  (feet) COMP
 DL4302  MODELED GRAVITY -    980,513.7   (mgal)                       NAVD 88
 DL4302
 DL4302  VERT ORDER      -  SECOND    CLASS I
 DL4302
 DL4302.The horizontal coordinates were determined by differentially corrected
 DL4302.hand held GPS observations or other comparable positioning techniques
 DL4302.and have an estimated accuracy of +/- 3 meters.
 DL4302
 DL4302.The orthometric height was determined by differential leveling and
 DL4302.adjusted by the WI DEPT OF TRANSP
 DL4302.in May 2012.
 DL4302
 DL4302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4302.GEOID18 height accuracy estimate available here.
 DL4302
 DL4302.Click photographs - Photos may exist for this station.
 DL4302
 DL4302.The dynamic height is computed by dividing the NAVD 88
 DL4302.geopotential number by the normal gravity value computed on the
 DL4302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4302.degrees latitude (g = 980.6199 gals.).
 DL4302
 DL4302.The modeled gravity was interpolated from observed gravity values.
 DL4302
 DL4302;                    North         East    Units  Estimated Accuracy
 DL4302;SPC WI C     -   151,053.4     401,198.8     MT  (+/- 3 meters HH1 GPS) 
 DL4302
 DL4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3700301370(NAD 83)
 DL4302
 DL4302                          SUPERSEDED SURVEY CONTROL
 DL4302
 DL4302.No superseded survey control is available for this station.
 DL4302
 DL4302_MARKER: DD = SURVEY DISK
 DL4302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4302_STAMPING: 6N08 2005
 DL4302_MARK LOGO: WIDT
 DL4302_PROJECTION: FLUSH
 DL4302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4302+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 DL4302
 DL4302  HISTORY     - Date     Condition        Report By
 DL4302  HISTORY     - 2004     MONUMENTED       WIDT
 DL4302  HISTORY     - 20070718 GOOD             WIDT
 DL4302  HISTORY     - 20120725 GOOD             WIDT
 DL4302
 DL4302                          STATION DESCRIPTION
 DL4302
 DL4302'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4302'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-SOUTHWEST OF DEER
 DL4302'PARK, 5.6 MI (9.0 KM) NORTHWEST OF JEWETT AND 2.9 MI (4.7 KM) NORTH OF
 DL4302'NEW RICHMOND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4302'
 DL4302'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4302'HIGHWAY 65 (KNOWLES AVENUE) ON THE NORTH SIDE OF THE CITY OF NEW
 DL4302'RICHMOND, GO NORTH ON STATE HIGHWAY 65 FOR 1.05 MI (1.7 KM) TO 200TH
 DL4302'AVENUE.  CONTINUE NORTH ON STATE HIGHWAY 65 FOR 0.9 MI (1.4 KM) TO THE
 DL4302'STATION ON THE LEFT.
 DL4302'
 DL4302'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4302'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4302'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4302'13.9 M (45.6 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 65, 25.9 M
 DL4302'(85.0 FT) SOUTH-SOUTHEAST OF A YELLOW PLASTIC RIGHT-OF-WAY POST AND
 DL4302'1.0 M (3.3 FT) WEST, SOUTHEAST AND NORTHEAST OF A WHITE PLASTIC
 DL4302'WITNESS POST.
 DL4302'
 DL4302'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4302'DEGREES ABOVE THE HORIZON.
 DL4302
 DL4302                          STATION RECOVERY (2012)
 DL4302
 DL4302'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4302'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4436 ***********************************************************************
 DL4436  DESIGNATION -  6N46
 DL4436  PID         -  DL4436
 DL4436  STATE/COUNTY-  WI/POLK
 DL4436  COUNTRY     -  US
 DL4436  USGS QUAD   -  OSCEOLA (2019)
 DL4436
 DL4436                         *CURRENT SURVEY CONTROL
 DL4436  ______________________________________________________________________
 DL4436* NAD 83(1986) POSITION- 45 15 29.8    (N) 092 41 51.2    (W)   HD_HELD2
 DL4436* NAVD 88 ORTHO HEIGHT -   315.697 (meters)     1035.75  (feet) ADJUSTED
 DL4436  ______________________________________________________________________
 DL4436  GEOID HEIGHT    -        -27.874 (meters)                     GEOID18
 DL4436  DYNAMIC HEIGHT  -        315.696 (meters)     1035.75  (feet) COMP
 DL4436  MODELED GRAVITY -    980,602.6   (mgal)                       NAVD 88
 DL4436
 DL4436  VERT ORDER      -  SECOND    CLASS I
 DL4436
 DL4436.The horizontal coordinates were established by autonomous hand held GPS
 DL4436.observations and have an estimated accuracy of +/- 10 meters.
 DL4436
 DL4436.The orthometric height was determined by differential leveling and
 DL4436.adjusted by the WI DEPT OF TRANSP
 DL4436.in May 2012.
 DL4436
 DL4436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4436.GEOID18 height accuracy estimate available here.
 DL4436
 DL4436.Click photographs - Photos may exist for this station.
 DL4436
 DL4436.The dynamic height is computed by dividing the NAVD 88
 DL4436.geopotential number by the normal gravity value computed on the
 DL4436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4436.degrees latitude (g = 980.6199 gals.).
 DL4436
 DL4436.The modeled gravity was interpolated from observed gravity values.
 DL4436
 DL4436;                    North         East    Units  Estimated Accuracy
 DL4436;SPC WI C     -   161,858.      388,311.      MT  (+/- 10 meters HH2 GPS)
 DL4436
 DL4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2372911686(NAD 83)
 DL4436
 DL4436                          SUPERSEDED SURVEY CONTROL
 DL4436
 DL4436.No superseded survey control is available for this station.
 DL4436
 DL4436_MARKER: DD = SURVEY DISK
 DL4436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4436_STAMPING: 6N46 2006
 DL4436_MARK LOGO: WIDT
 DL4436_PROJECTION: FLUSH
 DL4436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4436+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 DL4436
 DL4436  HISTORY     - Date     Condition        Report By
 DL4436  HISTORY     - 2005     MONUMENTED       WIDT
 DL4436  HISTORY     - 20070920 GOOD             WIDT
 DL4436
 DL4436                          STATION DESCRIPTION
 DL4436
 DL4436'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4436'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH OF SOMERSET, 6.9
 DL4436'MI (11.1 KM) SOUTHWEST OF NYE AND 4.3 MI (6.9 KM) SOUTH OF OSCEOLA.
 DL4436'
 DL4436'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4436'HIGHWAY X APPROXIMATELY 3.5 MI (5.6 KM) SOUTH OF THE VILLAGE OF
 DL4436'OSCEOLA, GO SOUTH ON STATE HIGHWAY 35 FOR 0.62 MI (1.0 KM) TO THE
 DL4436'STATION ON THE RIGHT.
 DL4436'
 DL4436'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4436'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4436'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4436'0.8 M (2.6 FT) LOWER THAN THE HIGHWAY PAVEMENT, 14.1 M (46.3 FT) WEST
 DL4436'OF THE CENTERLINE OF STATE HIGHWAY 35, APPROXIMATELY 52.5 M (172.2 FT)
 DL4436'NORTH OF PRIVATE ENTRANCE NUMBER 329, 49.7 M (163.1 FT) SOUTH OF THE
 DL4436'WEST POST OF A EAST FARMINGTON SIGN, 15.6 M (51.2 FT) NORTH-NORTHWEST
 DL4436'OF A REDUCE SPEED AHEAD 40 MPH SIGN POST AND 1.0 M (3.3 FT) WEST,
 DL4436'SOUTHEAST AND NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4436'
 DL4436'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4436'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4437 ***********************************************************************
 DL4437  DESIGNATION -  6N47
 DL4437  PID         -  DL4437
 DL4437  STATE/COUNTY-  WI/POLK
 DL4437  COUNTRY     -  US
 DL4437  USGS QUAD   -  OSCEOLA (2019)
 DL4437
 DL4437                         *CURRENT SURVEY CONTROL
 DL4437  ______________________________________________________________________
 DL4437* NAD 83(1986) POSITION- 45 16 03.0    (N) 092 43 15.5    (W)   HD_HELD2
 DL4437* NAVD 88 ORTHO HEIGHT -   323.302 (meters)     1060.70  (feet) ADJUSTED
 DL4437  ______________________________________________________________________
 DL4437  GEOID HEIGHT    -        -27.769 (meters)                     GEOID18
 DL4437  DYNAMIC HEIGHT  -        323.303 (meters)     1060.70  (feet) COMP
 DL4437  MODELED GRAVITY -    980,609.2   (mgal)                       NAVD 88
 DL4437
 DL4437  VERT ORDER      -  SECOND    CLASS I
 DL4437
 DL4437.The horizontal coordinates were established by autonomous hand held GPS
 DL4437.observations and have an estimated accuracy of +/- 10 meters.
 DL4437
 DL4437.The orthometric height was determined by differential leveling and
 DL4437.adjusted by the WI DEPT OF TRANSP
 DL4437.in May 2012.
 DL4437
 DL4437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4437.GEOID18 height accuracy estimate available here.
 DL4437
 DL4437.Click photographs - Photos may exist for this station.
 DL4437
 DL4437.The dynamic height is computed by dividing the NAVD 88
 DL4437.geopotential number by the normal gravity value computed on the
 DL4437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4437.degrees latitude (g = 980.6199 gals.).
 DL4437
 DL4437.The modeled gravity was interpolated from observed gravity values.
 DL4437
 DL4437;                    North         East    Units  Estimated Accuracy
 DL4437;SPC WI C     -   162,943.      386,508.      MT  (+/- 10 meters HH2 GPS)
 DL4437
 DL4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2188912704(NAD 83)
 DL4437
 DL4437                          SUPERSEDED SURVEY CONTROL
 DL4437
 DL4437.No superseded survey control is available for this station.
 DL4437
 DL4437_MARKER: DD = SURVEY DISK
 DL4437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4437_STAMPING: 6N47 2006
 DL4437_MARK LOGO: WIDT
 DL4437_PROJECTION: FLUSH
 DL4437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4437+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 DL4437
 DL4437  HISTORY     - Date     Condition        Report By
 DL4437  HISTORY     - 2005     MONUMENTED       WIDT
 DL4437  HISTORY     - 20070920 GOOD             WIDT
 DL4437
 DL4437                          STATION DESCRIPTION
 DL4437
 DL4437'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4437'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTH-NORTHWEST OF
 DL4437'SOMERSET, 7.6 MI (12.2 KM) WEST-SOUTHWEST OF NYE AND 3.7 MI (6.0 KM)
 DL4437'SOUTH-SOUTHWEST OF OSCEOLA.
 DL4437'
 DL4437'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (CASCADE
 DL4437'STREET) WITH STATE HIGHWAY 243 WEST ON THE SOUTH SIDE OF THE VILLAGE
 DL4437'OF OSCEOLA, GO SOUTH ON STATE HIGHWAY 35 FOR 3.6 MI (5.8 KM) TO COUNTY
 DL4437'HIGHWAY X LEFT AND 40TH AVENUE.  TURN RIGHT AND GO WEST ON 40TH AVENUE
 DL4437'FOR 1.1 MI (1.8 KM) TO THE TOP OF A SMALL HILL AND THE STATION ON THE
 DL4437'LEFT.
 DL4437'
 DL4437'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4437'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4437'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4437'LEVEL WITH THE ROAD PAVEMENT, 8.4 M (27.6 FT) SOUTH OF THE CENTERLINE
 DL4437'OF 40TH AVENUE, APPROXIMATELY 0.59 MI (0.9 KM) EAST OF 280TH STREET,
 DL4437'34.2 M (112.2 FT) SOUTHEAST OF A POWER POLE, 4.9 M (16.1 FT) EAST OF A
 DL4437'FIELD ENTRANCE AND 1.0 M (3.3 FT) SOUTH, NORTHWEST AND NORTHEAST OF A
 DL4437'WHITE PLASTIC WITNESS POST.
 DL4437'
 DL4437'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4437'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4438 ***********************************************************************
 DL4438  DESIGNATION -  6N48
 DL4438  PID         -  DL4438
 DL4438  STATE/COUNTY-  WI/POLK
 DL4438  COUNTRY     -  US
 DL4438  USGS QUAD   -  OSCEOLA (2019)
 DL4438
 DL4438                         *CURRENT SURVEY CONTROL
 DL4438  ______________________________________________________________________
 DL4438* NAD 83(1986) POSITION- 45 17 47.6    (N) 092 43 42.9    (W)   HD_HELD2
 DL4438* NAVD 88 ORTHO HEIGHT -   270.032 (meters)      885.93  (feet) ADJUSTED
 DL4438  ______________________________________________________________________
 DL4438  GEOID HEIGHT    -        -27.696 (meters)                     GEOID18
 DL4438  DYNAMIC HEIGHT  -        270.034 (meters)      885.94  (feet) COMP
 DL4438  MODELED GRAVITY -    980,615.0   (mgal)                       NAVD 88
 DL4438
 DL4438  VERT ORDER      -  SECOND    CLASS I
 DL4438
 DL4438.The horizontal coordinates were established by autonomous hand held GPS
 DL4438.observations and have an estimated accuracy of +/- 10 meters.
 DL4438
 DL4438.The orthometric height was determined by differential leveling and
 DL4438.adjusted by the WI DEPT OF TRANSP
 DL4438.in May 2012.
 DL4438
 DL4438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4438.GEOID18 height accuracy estimate available here.
 DL4438
 DL4438.Click photographs - Photos may exist for this station.
 DL4438
 DL4438.The dynamic height is computed by dividing the NAVD 88
 DL4438.geopotential number by the normal gravity value computed on the
 DL4438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4438.degrees latitude (g = 980.6199 gals.).
 DL4438
 DL4438.The modeled gravity was interpolated from observed gravity values.
 DL4438
 DL4438;                    North         East    Units  Estimated Accuracy
 DL4438;SPC WI C     -   166,191.      386,020.      MT  (+/- 10 meters HH2 GPS)
 DL4438
 DL4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2128115930(NAD 83)
 DL4438
 DL4438                          SUPERSEDED SURVEY CONTROL
 DL4438
 DL4438.No superseded survey control is available for this station.
 DL4438
 DL4438_MARKER: DD = SURVEY DISK
 DL4438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4438_STAMPING: 6N48 2006
 DL4438_MARK LOGO: WIDT
 DL4438_PROJECTION: FLUSH
 DL4438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4438+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 DL4438
 DL4438  HISTORY     - Date     Condition        Report By
 DL4438  HISTORY     - 2005     MONUMENTED       WIDT
 DL4438  HISTORY     - 20070920 GOOD             WIDT
 DL4438
 DL4438                          STATION DESCRIPTION
 DL4438
 DL4438'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4438'THE STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) NORTH-NORTHWEST OF
 DL4438'SOMERSET, 7.3 MI (11.7 KM) WEST OF NYE AND 2.0 MI (3.2 KM) SOUTHWEST
 DL4438'OF OSCEOLA.
 DL4438'
 DL4438'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (CASCADE
 DL4438'STREET) WITH STATE HIGHWAY 243 WEST ON THE SOUTH SIDE OF THE VILLAGE
 DL4438'OF OSCEOLA, GO SOUTH ON STATE HIGHWAY 35 FOR 0.1 MI (0.2 KM) TO RIDGE
 DL4438'ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON RIDGE ROAD FOR
 DL4438'2.0 MI (3.2 KM) TO 60TH AVENUE.  TURN RIGHT AND GO WEST ON 60TH AVENUE
 DL4438'FOR 29 M (95.1 FT) TO THE STATION ON THE RIGHT.
 DL4438'
 DL4438'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4438'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4438'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4438'0.4 M (1.3 FT) LOWER THAN THE ROAD PAVEMENT, 8.8 M (28.9 FT) NORTH OF
 DL4438'THE CENTERLINE OF 60TH AVENUE, 28.9 M (94.8 FT) WEST OF THE CENTERLINE
 DL4438'OF RIDGE ROAD, 18.6 M (61.0 FT) WEST-SOUTHWEST OF A 60TH AVENUE -
 DL4438'RIDGE ROAD SIGN POST, 1.3 M (4.3 FT) SOUTH OF A METAL FENCE AND 1.0 M
 DL4438'(3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF A WHITE PLASTIC WITNESS
 DL4438'POST.
 DL4438'
 DL4438'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4438'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4439 ***********************************************************************
 DL4439  DESIGNATION -  6N49
 DL4439  PID         -  DL4439
 DL4439  STATE/COUNTY-  WI/POLK
 DL4439  COUNTRY     -  US
 DL4439  USGS QUAD   -  OSCEOLA (2019)
 DL4439
 DL4439                         *CURRENT SURVEY CONTROL
 DL4439  ______________________________________________________________________
 DL4439* NAD 83(1986) POSITION- 45 18 26.00   (N) 092 42 24.54   (W)   HD_HELD1
 DL4439* NAVD 88 ORTHO HEIGHT -   272.158 (meters)      892.91  (feet) ADJUSTED
 DL4439  ______________________________________________________________________
 DL4439  GEOID HEIGHT    -        -27.732 (meters)                     GEOID18
 DL4439  DYNAMIC HEIGHT  -        272.159 (meters)      892.91  (feet) COMP
 DL4439  MODELED GRAVITY -    980,614.4   (mgal)                       NAVD 88
 DL4439
 DL4439  VERT ORDER      -  SECOND    CLASS I
 DL4439
 DL4439.The horizontal coordinates were determined by differentially corrected
 DL4439.hand held GPS observations or other comparable positioning techniques
 DL4439.and have an estimated accuracy of +/- 3 meters.
 DL4439
 DL4439.The orthometric height was determined by differential leveling and
 DL4439.adjusted by the WI DEPT OF TRANSP
 DL4439.in May 2012.
 DL4439
 DL4439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4439.GEOID18 height accuracy estimate available here.
 DL4439
 DL4439.Click photographs - Photos may exist for this station.
 DL4439
 DL4439.The dynamic height is computed by dividing the NAVD 88
 DL4439.geopotential number by the normal gravity value computed on the
 DL4439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4439.degrees latitude (g = 980.6199 gals.).
 DL4439
 DL4439.The modeled gravity was interpolated from observed gravity values.
 DL4439
 DL4439;                    North         East    Units  Estimated Accuracy
 DL4439;SPC WI C     -   167,318.2     387,765.6     MT  (+/- 3 meters HH1 GPS) 
 DL4439
 DL4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2298317121(NAD 83)
 DL4439
 DL4439                          SUPERSEDED SURVEY CONTROL
 DL4439
 DL4439.No superseded survey control is available for this station.
 DL4439
 DL4439_MARKER: DD = SURVEY DISK
 DL4439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4439_STAMPING: 6N49 2006
 DL4439_MARK LOGO: WIDT
 DL4439_PROJECTION: FLUSH
 DL4439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4439+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 DL4439
 DL4439  HISTORY     - Date     Condition        Report By
 DL4439  HISTORY     - 2005     MONUMENTED       WIDT
 DL4439  HISTORY     - 20070920 GOOD             WIDT
 DL4439
 DL4439                          STATION DESCRIPTION
 DL4439
 DL4439'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4439'THE STATION IS LOCATED ABOUT 12.4 MI (20.0 KM) SOUTHWEST OF CENTURIA,
 DL4439'6.2 MI (10.0 KM) WEST OF NYE AND 0.9 MI (1.4 KM) SOUTH OF OSCEOLA.
 DL4439'
 DL4439'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (CASCADE
 DL4439'STREET) WITH STATE HIGHWAY 243 WEST ON THE SOUTH SIDE OF THE VILLAGE
 DL4439'OF OSCEOLA, GO SOUTH ON STATE HIGHWAY 35 FOR 0.8 MI (1.3 KM) TO 68TH
 DL4439'AVENUE.  TURN RIGHT AND GO WEST ON 68TH AVENUE FOR 0.35 MI (0.6 KM) TO
 DL4439'THE STATION ON THE LEFT.
 DL4439'
 DL4439'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4439'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4439'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4439'LEVEL WITH THE ROAD PAVEMENT, 9.7 M (31.8 FT) SOUTH OF THE CENTERLINE
 DL4439'OF 68TH AVENUE, 97.1 M (318.6 FT) EAST OF THE SOUTH POST OF A METAL
 DL4439'GATE AT QUARRY ENTRANCE 681, 96.4 M (316.3 FT) EAST OF TELEPHONE
 DL4439'PEDESTAL NUMBER LOOP, 42.4 M (139.1 FT) WEST OF THE EXTENDED CENTER OF
 DL4439'A FIELD ENTRANCE AND 1.0 M (3.3 FT) SOUTH, NORTHWEST AND NORTHEAST OF
 DL4439'A WHITE PLASTIC WITNESS POST.
 DL4439'
 DL4439'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4439'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4440 ***********************************************************************
 DL4440  DESIGNATION -  6N50
 DL4440  PID         -  DL4440
 DL4440  STATE/COUNTY-  WI/POLK
 DL4440  COUNTRY     -  US
 DL4440  USGS QUAD   -  OSCEOLA (2019)
 DL4440
 DL4440                         *CURRENT SURVEY CONTROL
 DL4440  ______________________________________________________________________
 DL4440* NAD 83(1986) POSITION- 45 19 44.11   (N) 092 40 08.96   (W)   HD_HELD1
 DL4440* NAVD 88 ORTHO HEIGHT -   274.163 (meters)      899.48  (feet) ADJUSTED
 DL4440  ______________________________________________________________________
 DL4440  GEOID HEIGHT    -        -27.782 (meters)                     GEOID18
 DL4440  DYNAMIC HEIGHT  -        274.165 (meters)      899.49  (feet) COMP
 DL4440  MODELED GRAVITY -    980,614.7   (mgal)                       NAVD 88
 DL4440
 DL4440  VERT ORDER      -  SECOND    CLASS I
 DL4440
 DL4440.The horizontal coordinates were determined by differentially corrected
 DL4440.hand held GPS observations or other comparable positioning techniques
 DL4440.and have an estimated accuracy of +/- 3 meters.
 DL4440
 DL4440.The orthometric height was determined by differential leveling and
 DL4440.adjusted by the WI DEPT OF TRANSP
 DL4440.in May 2012.
 DL4440
 DL4440.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4440.GEOID18 height accuracy estimate available here.
 DL4440
 DL4440.Click photographs - Photos may exist for this station.
 DL4440
 DL4440.The dynamic height is computed by dividing the NAVD 88
 DL4440.geopotential number by the normal gravity value computed on the
 DL4440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4440.degrees latitude (g = 980.6199 gals.).
 DL4440
 DL4440.The modeled gravity was interpolated from observed gravity values.
 DL4440
 DL4440;                    North         East    Units  Estimated Accuracy
 DL4440;SPC WI C     -   169,630.5     390,796.7     MT  (+/- 3 meters HH1 GPS) 
 DL4440
 DL4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2592519543(NAD 83)
 DL4440
 DL4440                          SUPERSEDED SURVEY CONTROL
 DL4440
 DL4440.No superseded survey control is available for this station.
 DL4440
 DL4440_MARKER: DD = SURVEY DISK
 DL4440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4440_STAMPING: 6N50 2006
 DL4440_MARK LOGO: WIDT
 DL4440_PROJECTION: FLUSH
 DL4440_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4440+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2007
 DL4440
 DL4440  HISTORY     - Date     Condition        Report By
 DL4440  HISTORY     - 2005     MONUMENTED       WIDT
 DL4440  HISTORY     - 20070924 GOOD             WIDT
 DL4440
 DL4440                          STATION DESCRIPTION
 DL4440
 DL4440'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4440'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) WEST-NORTHWEST OF NYE,
 DL4440'2.6 MI (4.2 KM) SOUTHWEST OF DRESSER AND 1.8 MI (2.9 KM)
 DL4440'EAST-NORTHEAST OF OSCEOLA.
 DL4440'
 DL4440'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4440'HIGHWAY FF (WEST STATE STREET) IN THE VILLAGE OF DRESSER, GO SOUTHWEST
 DL4440'AND WEST ON STATE HIGHWAY 35 FOR 1.9 MI (3.1 KM) TO 248TH STREET.
 DL4440'TURN LEFT AND GO SOUTH ON 248TH STREET FOR 1.0 MI (1.6 KM) TO
 DL4440'EDUCATION DRIVE RIGHT.  TURN RIGHT AND GO WEST ON EDUCATION DRIVE FOR
 DL4440'75 M (246.1 FT) TO THE STATION OF THE LEFT.
 DL4440'
 DL4440'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4440'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4440'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4440'LEVEL WITH THE ROAD PAVEMENT, 9.4 M (30.8 FT) SOUTH OF THE CENTERLINE
 DL4440'OF EDUCATION DRIVE, 74.9 M (245.7 FT) WEST OF THE CENTERLINE OF 248TH
 DL4440'STREET, 46.2 M (151.6 FT) WEST OF THE WEST GUY WIRE ANCHOR FOR POWER
 DL4440'POLE NUMBER 129, 44.9 M (147.3 FT) EAST-SOUTHEAST OF A SPEED LIMIT 25
 DL4440'SIGN POST, 42.2 M (138.5 FT) EAST OF A STOP AHEAD SIGN POST, 1.6 M
 DL4440'(5.2 FT) NORTH OF A CULTIVATED FIELD AND 1.0 M (3.3 FT) SOUTH,
 DL4440'NORTHWEST AND NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4440'
 DL4440'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4440'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4441 ***********************************************************************
 DL4441  DESIGNATION -  6N51
 DL4441  PID         -  DL4441
 DL4441  STATE/COUNTY-  WI/POLK
 DL4441  COUNTRY     -  US
 DL4441  USGS QUAD   -  OSCEOLA (2019)
 DL4441
 DL4441                         *CURRENT SURVEY CONTROL
 DL4441  ______________________________________________________________________
 DL4441* NAD 83(1986) POSITION- 45 20 37.4    (N) 092 40 05.0    (W)   HD_HELD2
 DL4441* NAVD 88 ORTHO HEIGHT -   279.583 (meters)      917.27  (feet) ADJUSTED
 DL4441  ______________________________________________________________________
 DL4441  GEOID HEIGHT    -        -27.749 (meters)                     GEOID18
 DL4441  DYNAMIC HEIGHT  -        279.586 (meters)      917.28  (feet) COMP
 DL4441  MODELED GRAVITY -    980,617.8   (mgal)                       NAVD 88
 DL4441
 DL4441  VERT ORDER      -  SECOND    CLASS I
 DL4441
 DL4441.The horizontal coordinates were established by autonomous hand held GPS
 DL4441.observations and have an estimated accuracy of +/- 10 meters.
 DL4441
 DL4441.The orthometric height was determined by differential leveling and
 DL4441.adjusted by the WI DEPT OF TRANSP
 DL4441.in May 2012.
 DL4441
 DL4441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4441.GEOID18 height accuracy estimate available here.
 DL4441
 DL4441.Click photographs - Photos may exist for this station.
 DL4441
 DL4441.The dynamic height is computed by dividing the NAVD 88
 DL4441.geopotential number by the normal gravity value computed on the
 DL4441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4441.degrees latitude (g = 980.6199 gals.).
 DL4441
 DL4441.The modeled gravity was interpolated from observed gravity values.
 DL4441
 DL4441;                    North         East    Units  Estimated Accuracy
 DL4441;SPC WI C     -   171,272.      390,937.      MT  (+/- 10 meters HH2 GPS)
 DL4441
 DL4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2600521188(NAD 83)
 DL4441
 DL4441                          SUPERSEDED SURVEY CONTROL
 DL4441
 DL4441.No superseded survey control is available for this station.
 DL4441
 DL4441_MARKER: DD = SURVEY DISK
 DL4441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4441_STAMPING: 6N51 2006
 DL4441_MARK LOGO: WIDT
 DL4441_PROJECTION: FLUSH
 DL4441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4441+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2007
 DL4441
 DL4441  HISTORY     - Date     Condition        Report By
 DL4441  HISTORY     - 2005     MONUMENTED       WIDT
 DL4441  HISTORY     - 20070924 GOOD             WIDT
 DL4441
 DL4441                          STATION DESCRIPTION
 DL4441
 DL4441'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4441'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) WEST-NORTHWEST OF NYE,
 DL4441'2.4 MI (3.9 KM) NORTHEAST OF OSCEOLA AND 1.9 MI (3.1 KM)
 DL4441'WEST-SOUTHWEST OF DRESSER.
 DL4441'
 DL4441'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4441'HIGHWAY FF (WEST STATE STREET) IN THE VILLAGE OF DRESSER, GO SOUTHWEST
 DL4441'AND WEST ON STATE HIGHWAY 35 FOR 1.9 MI (3.1 KM) TO 248TH STREET.
 DL4441'TURN RIGHT AND GO NORTH ON 248TH STREET FOR 20 M (65.6 FT) TO 93RD
 DL4441'AVENUE LEFT.  TURN LEFT AND GO WEST ON 93RD AVENUE FOR 74 M (242.8 FT)
 DL4441'TO THE STATION ON THE RIGHT.
 DL4441'
 DL4441'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4441'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4441'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4441'LEVEL WITH THE ROAD PAVEMENT, 17.9 M (58.7 FT) NORTH-NORTHWEST ON THE
 DL4441'CENTERLINE OF 93RD AVENUE, 74.3 M (243.8 FT) WEST OF THE CENTERLINE OF
 DL4441'248TH STREET, APPROXIMATELY 65.5 M (214.9 FT) NORTHEAST OF TELEPHONE
 DL4441'PEDESTAL NUMBER BKRG 7000 1, 51.3 M (168.3 FT) WEST-SOUTHWEST OF A
 DL4441'YELLOW RIGHT-OF-WAY POST, 1.9 M (6.2 FT) SOUTH OF TWO YELLOW METAL
 DL4441'RIGHT-OF-WAY POSTS AND 1.0 M (3.3 FT) EAST, NORTH-NORTHWEST AND
 DL4441'SOUTH-SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4441'
 DL4441'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4441'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4442 ***********************************************************************
 DL4442  DESIGNATION -  6N52
 DL4442  PID         -  DL4442
 DL4442  STATE/COUNTY-  WI/POLK
 DL4442  COUNTRY     -  US
 DL4442  USGS QUAD   -  OSCEOLA (2019)
 DL4442
 DL4442                         *CURRENT SURVEY CONTROL
 DL4442  ______________________________________________________________________
 DL4442* NAD 83(1986) POSITION- 45 21 43.0    (N) 092 38 10.7    (W)   HD_HELD2
 DL4442* NAVD 88 ORTHO HEIGHT -   279.708 (meters)      917.68  (feet) ADJUSTED
 DL4442  ______________________________________________________________________
 DL4442  GEOID HEIGHT    -        -27.779 (meters)                     GEOID18
 DL4442  DYNAMIC HEIGHT  -        279.711 (meters)      917.69  (feet) COMP
 DL4442  MODELED GRAVITY -    980,617.4   (mgal)                       NAVD 88
 DL4442
 DL4442  VERT ORDER      -  SECOND    CLASS I
 DL4442
 DL4442.The horizontal coordinates were established by autonomous hand held GPS
 DL4442.observations and have an estimated accuracy of +/- 10 meters.
 DL4442
 DL4442.The orthometric height was determined by differential leveling and
 DL4442.adjusted by the WI DEPT OF TRANSP
 DL4442.in May 2012.
 DL4442
 DL4442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4442.GEOID18 height accuracy estimate available here.
 DL4442
 DL4442.Click photographs - Photos may exist for this station.
 DL4442
 DL4442.The dynamic height is computed by dividing the NAVD 88
 DL4442.geopotential number by the normal gravity value computed on the
 DL4442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4442.degrees latitude (g = 980.6199 gals.).
 DL4442
 DL4442.The modeled gravity was interpolated from observed gravity values.
 DL4442
 DL4442;                    North         East    Units  Estimated Accuracy
 DL4442;SPC WI C     -   173,215.      393,490.      MT  (+/- 10 meters HH2 GPS)
 DL4442
 DL4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2848323223(NAD 83)
 DL4442
 DL4442                          SUPERSEDED SURVEY CONTROL
 DL4442
 DL4442.No superseded survey control is available for this station.
 DL4442
 DL4442_MARKER: DD = SURVEY DISK
 DL4442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4442_STAMPING: 6N52 2006
 DL4442_MARK LOGO: WIDT
 DL4442_PROJECTION: FLUSH
 DL4442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4442+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2007
 DL4442
 DL4442  HISTORY     - Date     Condition        Report By
 DL4442  HISTORY     - 2005     MONUMENTED       WIDT
 DL4442  HISTORY     - 20070924 GOOD             WIDT
 DL4442
 DL4442                          STATION DESCRIPTION
 DL4442
 DL4442'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4442'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) NORTHWEST OF NYE, 3.3 MI
 DL4442'(5.3 KM) SOUTH OF SAINT CROIX FALLS AND 0.4 MI (0.6 KM)
 DL4442'NORTH-NORTHWEST OF DRESSER.
 DL4442'
 DL4442'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4442'HIGHWAY 35 ON THE SOUTHEAST SIDE OF SAINT CROIX FALLS, GO SOUTH ON
 DL4442'STATE HIGHWAY 35 FOR 2.5 MI (4.0 KM) TO CLARK ROAD.  CONTINUE SOUTH ON
 DL4442'STATE HIGHWAY 35 FOR 0.21 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DL4442'
 DL4442'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4442'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4442'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4442'0.6 M (2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT, 18.6 M (61.0 FT) EAST
 DL4442'OF THE CENTERLINE OF STATE HIGHWAY 35, 0.5 MI (0.8 KM) NORTH OF COUNTY
 DL4442'HIGHWAY F (WEST STATE STREET) IN THE VILLAGE OF DRESSER, 87.0 M (285.4
 DL4442'FT) SOUTH-SOUTHEAST OF A NO PASSING ZONE SIGN POST, 73.0 M (239.5 FT)
 DL4442'SOUTH-SOUTHWEST OF THE WEST POST OF A BERNICKS PEPSI SIGN, 58.5 M
 DL4442'(191.9 FT) NORTH OF THE CENTERLINE OF THIRD STREET, 50.1 M (164.4 FT)
 DL4442'NORTH-NORTHWEST OF A POWER POLE WITH ONE GUY WIRE AND STREET LIGHT
 DL4442'NEAR A YELLOW RIGHT-OF-WAY SIGN AND 1.0 M (3.3 FT) EAST, SOUTHWEST AND
 DL4442'NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4442'
 DL4442'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4442'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5163 ***********************************************************************
 DN5163  DESIGNATION -  6N54
 DN5163  PID         -  DN5163
 DN5163  STATE/COUNTY-  WI/POLK
 DN5163  COUNTRY     -  US
 DN5163  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DN5163
 DN5163                         *CURRENT SURVEY CONTROL
 DN5163  ______________________________________________________________________
 DN5163* NAD 83(2011) POSITION- 45 25 49.00794(N) 092 38 41.75850(W)   ADJUSTED
 DN5163* NAD 83(2011) ELLIP HT-   211.848 (meters)        (04/15/13)   ADJUSTED
 DN5163* NAD 83(2011) EPOCH   -  2010.00
 DN5163* NAVD 88 ORTHO HEIGHT -   239.462 (meters)      785.63  (feet) ADJUSTED
 DN5163  ______________________________________________________________________
 DN5163  GEOID HEIGHT    -        -27.624 (meters)                     GEOID18
 DN5163  NAD 83(2011) X  -   -206,911.172 (meters)                     COMP
 DN5163  NAD 83(2011) Y  - -4,479,022.697 (meters)                     COMP
 DN5163  NAD 83(2011) Z  -  4,521,185.598 (meters)                     COMP
 DN5163  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 DN5163  DYNAMIC HEIGHT  -        239.467 (meters)      785.65  (feet) COMP
 DN5163  MODELED GRAVITY -    980,628.4   (mgal)                       NAVD 88
 DN5163
 DN5163  VERT ORDER      -  SECOND    CLASS I
 DN5163
 DN5163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5163  Standards:
 DN5163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5163  -------------------------------------------------------------------
 DN5163  NETWORK    0.70   1.33           0.31   0.26   0.68      0.04459019
 DN5163  -------------------------------------------------------------------
 DN5163  Click here for local accuracies and other accuracy information.
 DN5163
 DN5163.The horizontal coordinates were established by GPS observations
 DN5163.and adjusted by the National Geodetic Survey in April 2013.
 DN5163
 DN5163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5163.been affixed to the stable North American tectonic plate. See 
 DN5163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5163
 DN5163.The horizontal coordinates are valid at the epoch date displayed above
 DN5163.which is a decimal equivalence of Year/Month/Day.
 DN5163
 DN5163.The orthometric height was determined by differential leveling and
 DN5163.adjusted by the WI DEPT OF TRANSP
 DN5163.in May 2012.
 DN5163
 DN5163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5163.GEOID18 height accuracy estimate available here.
 DN5163
 DN5163.Click photographs - Photos may exist for this station.
 DN5163
 DN5163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5163
 DN5163.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5163
 DN5163.The ellipsoidal height was determined by GPS observations
 DN5163.and is referenced to NAD 83.
 DN5163
 DN5163.The dynamic height is computed by dividing the NAVD 88
 DN5163.geopotential number by the normal gravity value computed on the
 DN5163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5163.degrees latitude (g = 980.6199 gals.).
 DN5163
 DN5163.The modeled gravity was interpolated from observed gravity values.
 DN5163
 DN5163. The following values were computed from the NAD 83(2011) position.
 DN5163
 DN5163;                    North         East     Units Scale Factor Converg.
 DN5163;SPC WI C     -   180,827.253   393,061.373   MT  0.99998747   -1 51 58.3
 DN5163;SPC WI C     -   593,264.08  1,289,568.85   sFT  0.99998747   -1 51 58.3
 DN5163;UTM  15      - 5,030,812.170   527,774.469   MT  0.99960948   +0 15 10.6
 DN5163
 DN5163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5163!SPC WI C     -   0.99996679  x   0.99998747  =   0.99995426
 DN5163!UTM  15      -   0.99996679  x   0.99960948  =   0.99957628
 DN5163
 DN5163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2777430812(NAD 83)
 DN5163
 DN5163                          SUPERSEDED SURVEY CONTROL
 DN5163
 DN5163  NAD 83(2007)-  45 25 49.00788(N)    092 38 41.75912(W) AD(2002.00) 1
 DN5163  ELLIP H (04/06/12)  211.879  (m)                       GP(2002.00) 1 1
 DN5163  NAVD 88             239.46   (m)          785.6    (f) LEVELING    3  
 DN5163
 DN5163.Superseded values are not recommended for survey control.
 DN5163
 DN5163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5163.See file dsdata.pdf to determine how the superseded data were derived.
 DN5163
 DN5163_MARKER: DD = SURVEY DISK
 DN5163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5163_STAMPING: 6N54 2006
 DN5163_MARK LOGO: WIDT
 DN5163_PROJECTION: FLUSH
 DN5163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5163+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2010
 DN5163
 DN5163  HISTORY     - Date     Condition        Report By
 DN5163  HISTORY     - 2005     MONUMENTED       WIDT
 DN5163  HISTORY     - 20100817 GOOD             WIDT
 DN5163
 DN5163                          STATION DESCRIPTION
 DN5163
 DN5163'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5163'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DN5163'HIGHWAY 87 ON THE SOUTH SIDE OF THE CITY OF ST. CROIX FALLS, GO NORTH
 DN5163'ON STATE HIGHWAY 87 FOR 1.7 MI (2.7 KM) TO THE ENTRANCE TO LIONS PARK
 DN5163'LEFT.  CONTINUE NORTH ON STATE HIGHWAY 87 FOR 0.15 MI (0.2 KM) TO THE
 DN5163'STATION ON THE LEFT.
 DN5163'
 DN5163'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5163'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5163'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5163'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5163'PAVEMENT.
 DN5163'
 DN5163'THE STATION IS 9.7 M (31.8 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DN5163'87, 100.8 M (330.7 FT) SOUTH OF A -REDUCE SPEED AHEAD 45 MPH- SIGN
 DN5163'POST, 84.3 M (276.6 FT) NORTH OF A -SPEED LIMIT 45- SIGN POST, 74.9 M
 DN5163'(245.7 FT) NORTH OF THE CENTERLINE OF THE SOUTH ENTRANCE TO NATIONAL
 DN5163'PARKS SERVICE PARKING LOT FOR THE INDIANHEAD TRAIL HEAD AT FIRE NUMBER
 DN5163'-S1527-, 64.6 M (211.9 FT) SOUTH OF THE CENTERLINE OF THE NORTH
 DN5163'ENTRANCE TO THE INDIANHEAD TRAIL PARKING LOT, 28.8 M (94.5 FT)
 DN5163'NORTH-NORTHEAST OF A POWER POLE WITH ONE TRANSFORMER, ONE GUY WIRE AND
 DN5163'WIRE CROSSING OVER THE HIGHWAY AND IS 1 M (3.3 FT) FROM THREE ORANGE
 DN5163'4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN5163'
 DN5163'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5163'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST OF THE
 DN5163'STATION EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5164 ***********************************************************************
 DN5164  DESIGNATION -  6N55
 DN5164  PID         -  DN5164
 DN5164  STATE/COUNTY-  WI/POLK
 DN5164  COUNTRY     -  US
 DN5164  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DN5164
 DN5164                         *CURRENT SURVEY CONTROL
 DN5164  ______________________________________________________________________
 DN5164* NAD 83(1986) POSITION- 45 27 12.78   (N) 092 38 24.49   (W)   HD_HELD1
 DN5164* NAVD 88 ORTHO HEIGHT -   278.474 (meters)      913.63  (feet) ADJUSTED
 DN5164  ______________________________________________________________________
 DN5164  GEOID HEIGHT    -        -27.584 (meters)                     GEOID18
 DN5164  DYNAMIC HEIGHT  -        278.478 (meters)      913.64  (feet) COMP
 DN5164  MODELED GRAVITY -    980,620.4   (mgal)                       NAVD 88
 DN5164
 DN5164  VERT ORDER      -  SECOND    CLASS I
 DN5164
 DN5164.The horizontal coordinates were determined by differentially corrected
 DN5164.hand held GPS observations or other comparable positioning techniques
 DN5164.and have an estimated accuracy of +/- 3 meters.
 DN5164
 DN5164.The orthometric height was determined by differential leveling and
 DN5164.adjusted by the WI DEPT OF TRANSP
 DN5164.in May 2012.
 DN5164
 DN5164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5164.GEOID18 height accuracy estimate available here.
 DN5164
 DN5164.Click photographs - Photos may exist for this station.
 DN5164
 DN5164.The dynamic height is computed by dividing the NAVD 88
 DN5164.geopotential number by the normal gravity value computed on the
 DN5164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5164.degrees latitude (g = 980.6199 gals.).
 DN5164
 DN5164.The modeled gravity was interpolated from observed gravity values.
 DN5164
 DN5164;                    North         East    Units  Estimated Accuracy
 DN5164;SPC WI C     -   183,399.9     393,520.6     MT  (+/- 3 meters HH1 GPS) 
 DN5164
 DN5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2813833399(NAD 83)
 DN5164
 DN5164                          SUPERSEDED SURVEY CONTROL
 DN5164
 DN5164.No superseded survey control is available for this station.
 DN5164
 DN5164_MARKER: DD = SURVEY DISK
 DN5164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5164_STAMPING: 6N55 2006
 DN5164_MARK LOGO: WIDT
 DN5164_PROJECTION: FLUSH
 DN5164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5164+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2009
 DN5164
 DN5164  HISTORY     - Date     Condition        Report By
 DN5164  HISTORY     - 2005     MONUMENTED       WIDT
 DN5164  HISTORY     - 20090430 GOOD             WIDT
 DN5164
 DN5164                          STATION DESCRIPTION
 DN5164
 DN5164'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5164'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY
 DN5164'HIGHWAY I, APPROXIMATELY 4 MI (6.4 KM) NORTH OF THE CITY OF ST. CROIX
 DN5164'FALLS, GO SOUTHEAST ON STATE HIGHWAY 87 FOR 0.65 MI (1.0 KM) TO 235TH
 DN5164'STREET LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 87 FOR 0.7 MI (1.1 KM)
 DN5164'TO THE STATION ON THE LEFT.
 DN5164'
 DN5164'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5164'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5164'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5164'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5164'THE STATION IS 17.8 M (58.4 FT) EAST OF THE CENTERLINE OF STATE
 DN5164'HIGHWAY 87, APPROXIMATELY 176 M (577.4 FT) NORTH OF THE EXTENDED
 DN5164'CENTERLINE OF ENTRANCE TO -S1675/S1679-, 56.8 M (186.4 FT)
 DN5164'SOUTH-SOUTHEAST OF THE SOUTH END OF A METAL GUARD RAIL, 30.8 M (101.0
 DN5164'FT) SOUTH-SOUTHWEST OF THE TOP CENTER OF TELEPHONE PEDESTAL NUMBER
 DN5164'SCUD 5000 8 NEXT TO AN ORANGE -WARNING FIBER OPTIC CABLE- SIGN POST,
 DN5164'21.0 M (68.9 FT) SOUTH-SOUTHWEST OF A YELLOW WOOD RIGHT-OF-WAY POST,
 DN5164'7.1 M (23.3 FT) WEST OF A METAL FENCE AND 1.0 M (3.3 FT) EAST, 1.0 M
 DN5164'(3.3 FT) SOUTHWEST AND 1.0 M (3.3 FT) NORTHWEST OF THREE WHITE PLASTIC
 DN5164'WITNESS POST.
 DN5164'
 DN5164'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN5164'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5165 ***********************************************************************
 DN5165  DESIGNATION -  6N56
 DN5165  PID         -  DN5165
 DN5165  STATE/COUNTY-  WI/POLK
 DN5165  COUNTRY     -  US
 DN5165  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DN5165
 DN5165                         *CURRENT SURVEY CONTROL
 DN5165  ______________________________________________________________________
 DN5165* NAD 83(1986) POSITION- 45 29 53.05   (N) 092 39 06.97   (W)   HD_HELD1
 DN5165* NAVD 88 ORTHO HEIGHT -   301.483 (meters)      989.12  (feet) ADJUSTED
 DN5165  ______________________________________________________________________
 DN5165  GEOID HEIGHT    -        -27.482 (meters)                     GEOID18
 DN5165  DYNAMIC HEIGHT  -        301.487 (meters)      989.13  (feet) COMP
 DN5165  MODELED GRAVITY -    980,618.2   (mgal)                       NAVD 88
 DN5165
 DN5165  VERT ORDER      -  SECOND    CLASS I
 DN5165
 DN5165.The horizontal coordinates were determined by differentially corrected
 DN5165.hand held GPS observations or other comparable positioning techniques
 DN5165.and have an estimated accuracy of +/- 3 meters.
 DN5165
 DN5165.The orthometric height was determined by differential leveling and
 DN5165.adjusted by the WI DEPT OF TRANSP
 DN5165.in May 2012.
 DN5165
 DN5165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5165.GEOID18 height accuracy estimate available here.
 DN5165
 DN5165.Click photographs - Photos may exist for this station.
 DN5165
 DN5165.The dynamic height is computed by dividing the NAVD 88
 DN5165.geopotential number by the normal gravity value computed on the
 DN5165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5165.degrees latitude (g = 980.6199 gals.).
 DN5165
 DN5165.The modeled gravity was interpolated from observed gravity values.
 DN5165
 DN5165;                    North         East    Units  Estimated Accuracy
 DN5165;SPC WI C     -   188,375.2     392,759.6     MT  (+/- 3 meters HH1 GPS) 
 DN5165
 DN5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2719438340(NAD 83)
 DN5165
 DN5165                          SUPERSEDED SURVEY CONTROL
 DN5165
 DN5165.No superseded survey control is available for this station.
 DN5165
 DN5165_MARKER: DD = SURVEY DISK
 DN5165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5165_STAMPING: 6N56 2006
 DN5165_MARK LOGO: WIDT
 DN5165_PROJECTION: FLUSH
 DN5165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5165+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2009
 DN5165
 DN5165  HISTORY     - Date     Condition        Report By
 DN5165  HISTORY     - 2005     MONUMENTED       WIDT
 DN5165  HISTORY     - 20090501 GOOD             WIDT
 DN5165
 DN5165                          STATION DESCRIPTION
 DN5165
 DN5165'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY
 DN5165'HIGHWAY I, APPROXIMATELY 4 MI (6.4 KM) NORTH OF THE CITY OF ST. CROIX
 DN5165'FALLS, GO NORTH ON STATE HIGHWAY 87 FOR 1.5 MI (2.4 KM) TO BEEDE LAKE
 DN5165'TRAIL.  CONTINUE NORTH ON STATE HIGHWAY 87 FOR 0.45 MI (0.7 KM) TO
 DN5165'OTTER SLIDE AVENUE LEFT AND THE STATION ON THE RIGHT.
 DN5165'
 DN5165'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5165'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5165'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5165'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5165'THE STATION IS 10.6 M (34.8 FT) EAST OF THE CENTERLINE OF STATE
 DN5165'HIGHWAY 87, 61.7 M (202.4 FT) NORTH OF A -NO PASSING ZONE- SIGN POST,
 DN5165'45.1 M (148.0 FT) NORTH OF THE CENTERLINE OF THE ENTRANCE TO A WINERY
 DN5165'AT -1998-EE 30-, 28.1 M (92.2 FT) NORTHWEST OF THE TOP CENTER OF
 DN5165'TELEPHONE PEDESTAL -2165-, 27.3 M (89.6 FT) SOUTHWEST OF THE SOUTHWEST
 DN5165'CORNER OF A STONE TOWER, 6.9 M (22.6 FT) NORTH OF THE EXTENDED
 DN5165'CENTERLINE OF OTTER SLIDE AVENUE AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3
 DN5165'FT) SOUTHWEST AND 1.0 M (3.3 FT) NORTHWEST OF THREE WHITE PLASTIC
 DN5165'WITNESS POSTS.
 DN5165'
 DN5165'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5165'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4310 ***********************************************************************
 DL4310  DESIGNATION -  6N90
 DL4310  PID         -  DL4310
 DL4310  STATE/COUNTY-  WI/ST CROIX
 DL4310  COUNTRY     -  US
 DL4310  USGS QUAD   -  SOMERSET SOUTH (2019)
 DL4310
 DL4310                         *CURRENT SURVEY CONTROL
 DL4310  ______________________________________________________________________
 DL4310* NAD 83(1986) POSITION- 45 05 21.97   (N) 092 44 24.35   (W)   HD_HELD1
 DL4310* NAVD 88 ORTHO HEIGHT -   283.999 (meters)      931.75  (feet) ADJUSTED
 DL4310  ______________________________________________________________________
 DL4310  GEOID HEIGHT    -        -28.313 (meters)                     GEOID18
 DL4310  DYNAMIC HEIGHT  -        283.991 (meters)      931.73  (feet) COMP
 DL4310  MODELED GRAVITY -    980,580.9   (mgal)                       NAVD 88
 DL4310
 DL4310  VERT ORDER      -  SECOND    CLASS I
 DL4310
 DL4310.The horizontal coordinates were determined by differentially corrected
 DL4310.hand held GPS observations or other comparable positioning techniques
 DL4310.and have an estimated accuracy of +/- 3 meters.
 DL4310
 DL4310.The orthometric height was determined by differential leveling and
 DL4310.adjusted by the WI DEPT OF TRANSP
 DL4310.in May 2012.
 DL4310
 DL4310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4310.GEOID18 height accuracy estimate available here.
 DL4310
 DL4310.Click photographs - Photos may exist for this station.
 DL4310
 DL4310.The dynamic height is computed by dividing the NAVD 88
 DL4310.geopotential number by the normal gravity value computed on the
 DL4310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4310.degrees latitude (g = 980.6199 gals.).
 DL4310
 DL4310.The modeled gravity was interpolated from observed gravity values.
 DL4310
 DL4310;                    North         East    Units  Estimated Accuracy
 DL4310;SPC WI C     -   143,216.7     384,340.6     MT  (+/- 3 meters HH1 GPS) 
 DL4310
 DL4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2045292918(NAD 83)
 DL4310
 DL4310                          SUPERSEDED SURVEY CONTROL
 DL4310
 DL4310.No superseded survey control is available for this station.
 DL4310
 DL4310_MARKER: DD = SURVEY DISK
 DL4310_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4310_SP_SET: BRIDGE COLUMN
 DL4310_STAMPING: 6N90 2005
 DL4310_MARK LOGO: WIDT
 DL4310_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4310+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 DL4310
 DL4310  HISTORY     - Date     Condition        Report By
 DL4310  HISTORY     - 2005     MONUMENTED       WIDT
 DL4310  HISTORY     - 20070726 GOOD             WIDT
 DL4310  HISTORY     - 20120808 GOOD             WIDT
 DL4310
 DL4310                          STATION DESCRIPTION
 DL4310
 DL4310'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4310'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DL4310'HIGHWAY V ABOUT 9 MI (14.5 KM) NORTH OF THE CITY OF HUDSON.
 DL4310'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4310'
 DL4310'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4310'GEODETIC SURVEY CONTROL STATION DISK SET VERTICALLY IN THE SOUTHERN
 DL4310'MOST COLUMN OF THE CENTER PIER OF THE COUNTY HIGHWAY V OVERPASS OF
 DL4310'STATE HIGHWAY 35, IN THE MEDIAN, ABOUT 1 M (3.3 FT) LEVEL WITH STATE
 DL4310'HIGHWAY 35 PAVEMENT, 7.0 M (23.0 FT) EAST OF THE CENTERLINE OF THE
 DL4310'SOUTHBOUND LANES OF STATE HIGHWAY 35, 8.0 M (26.2 FT) WEST OF THE
 DL4310'CENTERLINE OF THE NORTHBOUND LANES OF STATE HIGHWAY 35 AND 0.5 M (1.6
 DL4310'FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DL4310
 DL4310                          STATION RECOVERY (2012)
 DL4310
 DL4310'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4310'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5213 ***********************************************************************
 DN5213  DESIGNATION -  6P46
 DN5213  PID         -  DN5213
 DN5213  STATE/COUNTY-  WI/POLK
 DN5213  COUNTRY     -  US
 DN5213  USGS QUAD   -  BALSAM LAKE (2018)
 DN5213
 DN5213                         *CURRENT SURVEY CONTROL
 DN5213  ______________________________________________________________________
 DN5213* NAD 83(1986) POSITION- 45 24 35.61   (N) 092 28 10.56   (W)   HD_HELD1
 DN5213* NAVD 88 ORTHO HEIGHT -   330.534 (meters)     1084.43  (feet) ADJUSTED
 DN5213  ______________________________________________________________________
 DN5213  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 DN5213  DYNAMIC HEIGHT  -        330.530 (meters)     1084.41  (feet) COMP
 DN5213  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 DN5213
 DN5213  VERT ORDER      -  SECOND    CLASS I
 DN5213
 DN5213.The horizontal coordinates were determined by differentially corrected
 DN5213.hand held GPS observations or other comparable positioning techniques
 DN5213.and have an estimated accuracy of +/- 3 meters.
 DN5213
 DN5213.The orthometric height was determined by differential leveling and
 DN5213.adjusted by the WI DEPT OF TRANSP
 DN5213.in May 2012.
 DN5213
 DN5213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5213.GEOID18 height accuracy estimate available here.
 DN5213
 DN5213.Click photographs - Photos may exist for this station.
 DN5213
 DN5213.The dynamic height is computed by dividing the NAVD 88
 DN5213.geopotential number by the normal gravity value computed on the
 DN5213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5213.degrees latitude (g = 980.6199 gals.).
 DN5213
 DN5213.The modeled gravity was interpolated from observed gravity values.
 DN5213
 DN5213;                    North         East    Units  Estimated Accuracy
 DN5213;SPC WI C     -   178,130.4     406,706.1     MT  (+/- 3 meters HH1 GPS) 
 DN5213
 DN5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4150428622(NAD 83)
 DN5213
 DN5213                          SUPERSEDED SURVEY CONTROL
 DN5213
 DN5213.No superseded survey control is available for this station.
 DN5213
 DN5213_MARKER: DD = SURVEY DISK
 DN5213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5213_STAMPING: 6P46 2006
 DN5213_MARK LOGO: WIDT
 DN5213_PROJECTION: FLUSH
 DN5213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5213+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2009
 DN5213
 DN5213  HISTORY     - Date     Condition        Report By
 DN5213  HISTORY     - 2005     MONUMENTED       WIDT
 DN5213  HISTORY     - 20090505 GOOD             WIDT
 DN5213
 DN5213                          STATION DESCRIPTION
 DN5213
 DN5213'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5213'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DN5213'HIGHWAY 65, APPROXIMATELY 7.5 MI (12.1 KM) EAST OF THE CITY OF ST.
 DN5213'CROIX FALLS, GO EAST ON US HIGHWAY 8 FOR 1.0 MI (1.6 KM) TO 150TH
 DN5213'STREET.  TURN LEFT AND GO NORTH ON 150TH STREET FOR 0.95 MI (1.5 KM)
 DN5213'TO THE STATION ON THE LEFT.
 DN5213'
 DN5213'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5213'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5213'INCH) DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP, FLUSH WITH THE
 DN5213'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5213'
 DN5213'THE STATION IS 7.5 M (24.6 FT) WEST OF THE CENTERLINE OF 150TH STREET,
 DN5213'35.1 M (115.2 FT) NORTH OF THE TOP CENTER OF TELEPHONE PEDESTAL -1574-
 DN5213'NEXT TO PRIVATE ENTRANCE -1393-28-, 23.3 M (76.4 FT) SOUTHWEST OF THE
 DN5213'SHORT POWER POLE OF TWO WITH TWO GUY WIRES AND TRANSFORMER NUMBERED
 DN5213'-10-, 15.1 M (49.5 FT) SOUTH-SOUTHEAST OF THE TOP CENTER OF TELEPHONE
 DN5213'PEDESTAL -1886-, 14.1 M (46.3 FT) NORTH OF THE EXTENDED CENTERLINE OF
 DN5213'PRIVATE ENTRANCE -1396-27-, 2.8 M (9.2 FT) EAST OF A METAL FENCE AND
 DN5213'IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5213'STATION.
 DN5213'
 DN5213'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5213'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5212 ***********************************************************************
 DN5212  DESIGNATION -  6P47
 DN5212  PID         -  DN5212
 DN5212  STATE/COUNTY-  WI/POLK
 DN5212  COUNTRY     -  US
 DN5212  USGS QUAD   -  BALSAM LAKE (2018)
 DN5212
 DN5212                         *CURRENT SURVEY CONTROL
 DN5212  ______________________________________________________________________
 DN5212* NAD 83(1986) POSITION- 45 25 48.42   (N) 092 28 06.99   (W)   HD_HELD1
 DN5212* NAVD 88 ORTHO HEIGHT -   343.550 (meters)     1127.13  (feet) ADJUSTED
 DN5212  ______________________________________________________________________
 DN5212  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 DN5212  DYNAMIC HEIGHT  -        343.547 (meters)     1127.12  (feet) COMP
 DN5212  MODELED GRAVITY -    980,596.6   (mgal)                       NAVD 88
 DN5212
 DN5212  VERT ORDER      -  SECOND    CLASS I
 DN5212
 DN5212.The horizontal coordinates were determined by differentially corrected
 DN5212.hand held GPS observations or other comparable positioning techniques
 DN5212.and have an estimated accuracy of +/- 3 meters.
 DN5212
 DN5212.The orthometric height was determined by differential leveling and
 DN5212.adjusted by the WI DEPT OF TRANSP
 DN5212.in May 2012.
 DN5212
 DN5212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5212.GEOID18 height accuracy estimate available here.
 DN5212
 DN5212.Click photographs - Photos may exist for this station.
 DN5212
 DN5212.The dynamic height is computed by dividing the NAVD 88
 DN5212.geopotential number by the normal gravity value computed on the
 DN5212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5212.degrees latitude (g = 980.6199 gals.).
 DN5212
 DN5212.The modeled gravity was interpolated from observed gravity values.
 DN5212
 DN5212;                    North         East    Units  Estimated Accuracy
 DN5212;SPC WI C     -   180,374.7     406,852.0     MT  (+/- 3 meters HH1 GPS) 
 DN5212
 DN5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4156730870(NAD 83)
 DN5212
 DN5212                          SUPERSEDED SURVEY CONTROL
 DN5212
 DN5212.No superseded survey control is available for this station.
 DN5212
 DN5212_MARKER: DD = SURVEY DISK
 DN5212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5212_STAMPING: 6P47 2006
 DN5212_MARK LOGO: WIDT
 DN5212_PROJECTION: FLUSH
 DN5212_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5212+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2009
 DN5212
 DN5212  HISTORY     - Date     Condition        Report By
 DN5212  HISTORY     - 2005     MONUMENTED       WIDT
 DN5212  HISTORY     - 20090505 GOOD             WIDT
 DN5212
 DN5212                          STATION DESCRIPTION
 DN5212
 DN5212'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5212'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 WITH COUNTY
 DN5212'HIGHWAY I AND 150TH STREET, ON THE WEST SIDE OF THE VILLAGE OF BALSAM
 DN5212'LAKE, GO SOUTH ON 150TH STREET FOR 1.1 MI (1.8 KM) TO A GRAVEL ROAD
 DN5212'LEFT.  CONTINUE SOUTH ON 150TH STREET FOR 0.41 MI (0.7 KM) TO THE
 DN5212'STATION ON THE LEFT.
 DN5212'
 DN5212'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5212'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5212'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5212'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5212'
 DN5212'THE STATION IS 9.4 M (30.8 FT) EAST OF THE CENTERLINE OF 150TH STREET,
 DN5212'0.4 MI (0.6 KM) NORTH OF 150TH AVENUE, 44.4 M (145.7 FT) SOUTH OF THE
 DN5212'TOP CENTER OF TELEPHONE PEDESTAL -2084 L400-, 43.1 M (141.4 FT)
 DN5212'SOUTHEAST OF POWER POLE -P68-, 41.3 M (135.5 FT) SOUTHEAST OF POWER
 DN5212'POLE -5234-25-, 31.6 M (103.7 FT) SOUTH OF THE CENTERLINE OF PRIVATE
 DN5212'ENTRANCE -1544-15- AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5212'T-POSTS SURROUNDING THE STATION.
 DN5212'
 DN5212'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5212'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5211 ***********************************************************************
 DN5211  DESIGNATION -  6P48
 DN5211  PID         -  DN5211
 DN5211  STATE/COUNTY-  WI/POLK
 DN5211  COUNTRY     -  US
 DN5211  USGS QUAD   -  BALSAM LAKE (2018)
 DN5211
 DN5211                         *CURRENT SURVEY CONTROL
 DN5211  ______________________________________________________________________
 DN5211* NAD 83(1986) POSITION- 45 29 00.46   (N) 092 27 56.57   (W)   HD_HELD1
 DN5211* NAVD 88 ORTHO HEIGHT -   364.886 (meters)     1197.13  (feet) ADJUSTED
 DN5211  ______________________________________________________________________
 DN5211  GEOID HEIGHT    -        -27.946 (meters)                     GEOID18
 DN5211  DYNAMIC HEIGHT  -        364.885 (meters)     1197.13  (feet) COMP
 DN5211  MODELED GRAVITY -    980,600.1   (mgal)                       NAVD 88
 DN5211
 DN5211  VERT ORDER      -  SECOND    CLASS I
 DN5211
 DN5211.The horizontal coordinates were determined by differentially corrected
 DN5211.hand held GPS observations or other comparable positioning techniques
 DN5211.and have an estimated accuracy of +/- 3 meters.
 DN5211
 DN5211.The orthometric height was determined by differential leveling and
 DN5211.adjusted by the WI DEPT OF TRANSP
 DN5211.in May 2012.
 DN5211
 DN5211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5211.GEOID18 height accuracy estimate available here.
 DN5211
 DN5211.Click photographs - Photos may exist for this station.
 DN5211
 DN5211.The dynamic height is computed by dividing the NAVD 88
 DN5211.geopotential number by the normal gravity value computed on the
 DN5211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5211.degrees latitude (g = 980.6199 gals.).
 DN5211
 DN5211.The modeled gravity was interpolated from observed gravity values.
 DN5211
 DN5211;                    North         East    Units  Estimated Accuracy
 DN5211;SPC WI C     -   186,293.8     407,258.4     MT  (+/- 3 meters HH1 GPS) 
 DN5211
 DN5211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4175436797(NAD 83)
 DN5211
 DN5211                          SUPERSEDED SURVEY CONTROL
 DN5211
 DN5211.No superseded survey control is available for this station.
 DN5211
 DN5211_MARKER: DD = SURVEY DISK
 DN5211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5211_STAMPING: 6P48 2006
 DN5211_MARK LOGO: WIDT
 DN5211_PROJECTION: FLUSH
 DN5211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5211+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2009
 DN5211
 DN5211  HISTORY     - Date     Condition        Report By
 DN5211  HISTORY     - 2005     MONUMENTED       WIDT
 DN5211  HISTORY     - 20090506 GOOD             WIDT
 DN5211
 DN5211                          STATION DESCRIPTION
 DN5211
 DN5211'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5211'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 WITH COUNTY
 DN5211'HIGHWAY I ON THE WEST SIDE OF THE VILLAGE OF BALSAM LAKE, GO NORTH ON
 DN5211'STATE HIGHWAY 46 FOR 2.0 MI (3.2 KM) TO 190TH AVENUE.  TURN RIGHT AND
 DN5211'GO EAST ON 190TH AVENUE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DN5211'LEFT.
 DN5211'
 DN5211'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5211'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5211'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5211'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5211'
 DN5211'THE STATION IS 8.3 M (27.2 FT) NORTH OF THE CENTERLINE OF 190TH
 DN5211'AVENUE, 36.3 M (119.1 FT) EAST OF THE CENTERLINE OF THE SOUTHERN
 DN5211'ENTRANCE TO UNITY SCHOOL, 21.9 M (71.9 FT) NORTH-NORTHEAST OF THE TOP
 DN5211'CENTER OF GREEN ELECTRICAL BOX 144-176, 21.2 M (69.6 FT) EAST OF A -NO
 DN5211'PARKING ANY TIME- SIGN POST, 2.8 M (9.2 FT) SOUTH OF A PLAYGROUND
 DN5211'METAL FENCE, 2.2 M (7.2 FT) EAST OF THE EXTENDED CENTERLINE OF THE
 DN5211'ENTRANCE -1482-A-M-34- TO UNITY CLINIC AND A PRIVATE RESIDENCE AND IS
 DN5211'0.9 M (3.0 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5211'STATION.
 DN5211'
 DN5211'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5211'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4434 ***********************************************************************
 DL4434  DESIGNATION -  6P49
 DL4434  PID         -  DL4434
 DL4434  STATE/COUNTY-  WI/POLK
 DL4434  COUNTRY     -  US
 DL4434  USGS QUAD   -  CLAYTON (2018)
 DL4434
 DL4434                         *CURRENT SURVEY CONTROL
 DL4434  ______________________________________________________________________
 DL4434* NAD 83(1986) POSITION- 45 16 53.5    (N) 092 14 09.7    (W)   HD_HELD2
 DL4434* NAVD 88 ORTHO HEIGHT -   377.844 (meters)     1239.64  (feet) ADJUSTED
 DL4434  ______________________________________________________________________
 DL4434  GEOID HEIGHT    -        -30.084 (meters)                     GEOID18
 DL4434  DYNAMIC HEIGHT  -        377.797 (meters)     1239.49  (feet) COMP
 DL4434  MODELED GRAVITY -    980,484.3   (mgal)                       NAVD 88
 DL4434
 DL4434  VERT ORDER      -  SECOND    CLASS I
 DL4434
 DL4434.The horizontal coordinates were established by autonomous hand held GPS
 DL4434.observations and have an estimated accuracy of +/- 10 meters.
 DL4434
 DL4434.The orthometric height was determined by differential leveling and
 DL4434.adjusted by the WI DEPT OF TRANSP
 DL4434.in May 2012.
 DL4434
 DL4434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4434.GEOID18 height accuracy estimate available here.
 DL4434
 DL4434.Click photographs - Photos may exist for this station.
 DL4434
 DL4434.The dynamic height is computed by dividing the NAVD 88
 DL4434.geopotential number by the normal gravity value computed on the
 DL4434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4434.degrees latitude (g = 980.6199 gals.).
 DL4434
 DL4434.The modeled gravity was interpolated from observed gravity values.
 DL4434
 DL4434;                    North         East    Units  Estimated Accuracy
 DL4434;SPC WI C     -   163,340.      424,590.      MT  (+/- 10 meters HH2 GPS)
 DL4434
 DL4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5991714509(NAD 83)
 DL4434
 DL4434                          SUPERSEDED SURVEY CONTROL
 DL4434
 DL4434.No superseded survey control is available for this station.
 DL4434
 DL4434_MARKER: DD = SURVEY DISK
 DL4434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4434_STAMPING: 6P49 2006
 DL4434_MARK LOGO: WIDT
 DL4434_PROJECTION: FLUSH
 DL4434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4434+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DL4434
 DL4434  HISTORY     - Date     Condition        Report By
 DL4434  HISTORY     - 2005     MONUMENTED       WIDT
 DL4434  HISTORY     - 20071010 GOOD             WIDT
 DL4434
 DL4434                          STATION DESCRIPTION
 DL4434
 DL4434'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4434'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-NORTHWEST OF REEVE,
 DL4434'4.7 MI (7.6 KM) SOUTHWEST OF CLAYTON AND 2.7 MI (4.3 KM) NORTHEAST OF
 DL4434'CLEAR LAKE.
 DL4434'
 DL4434'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DL4434'HIGHWAY JJ ON THE NORTH SIDE OF THE VILLAGE OF CLEAR LAKE, GO
 DL4434'NORTHEAST ON US HIGHWAY 63 FOR 2.45 MI (3.9 KM) TO 50TH AVENUE.  TURN
 DL4434'RIGHT AND GO EAST ON 50TH AVENUE FOR 20 M (65.6 FT) TO THE STATION ON
 DL4434'THE RIGHT.
 DL4434'
 DL4434'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4434'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4434'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4434'LEVEL WITH THE ROAD PAVEMENT, 9.6 M (31.5 FT) SOUTH OF THE CENTERLINE
 DL4434'OF 50TH AVENUE, 25.3 M (83.0 FT) SOUTHEAST OF THE CENTERLINE OF US
 DL4434'HIGHWAY 63, 12.2 M (40.0 FT) EAST OF A STOP SIGN POST, 4.4 M (14.4 FT)
 DL4434'NORTHWEST OF THE CENTERLINE OF A RECREATIONAL TRAIL AND 1.0 M (3.3 FT)
 DL4434'EAST, NORTHWEST AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4434'
 DL4434'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4434'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4181 ***********************************************************************
 DL4181  DESIGNATION -  6Q02
 DL4181  PID         -  DL4181
 DL4181  STATE/COUNTY-  WI/DUNN
 DL4181  COUNTRY     -  US
 DL4181  USGS QUAD   -  COLFAX NORTH (2018)
 DL4181
 DL4181                         *CURRENT SURVEY CONTROL
 DL4181  ______________________________________________________________________
 DL4181* NAD 83(1986) POSITION- 45 00 56.00   (N) 091 42 29.70   (W)   HD_HELD1
 DL4181* NAVD 88 ORTHO HEIGHT -   294.514 (meters)      966.25  (feet) ADJUSTED
 DL4181  ______________________________________________________________________
 DL4181  GEOID HEIGHT    -        -30.781 (meters)                     GEOID18
 DL4181  DYNAMIC HEIGHT  -        294.485 (meters)      966.16  (feet) COMP
 DL4181  MODELED GRAVITY -    980,512.2   (mgal)                       NAVD 88
 DL4181
 DL4181  VERT ORDER      -  SECOND    CLASS I
 DL4181
 DL4181.The horizontal coordinates were determined by differentially corrected
 DL4181.hand held GPS observations or other comparable positioning techniques
 DL4181.and have an estimated accuracy of +/- 3 meters.
 DL4181
 DL4181.The orthometric height was determined by differential leveling and
 DL4181.adjusted by the WI DEPT OF TRANSP
 DL4181.in May 2012.
 DL4181
 DL4181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4181.GEOID18 height accuracy estimate available here.
 DL4181
 DL4181.Click photographs - Photos may exist for this station.
 DL4181
 DL4181.The dynamic height is computed by dividing the NAVD 88
 DL4181.geopotential number by the normal gravity value computed on the
 DL4181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4181.degrees latitude (g = 980.6199 gals.).
 DL4181
 DL4181.The modeled gravity was interpolated from observed gravity values.
 DL4181
 DL4181;                    North         East    Units  Estimated Accuracy
 DL4181;SPC WI C     -   132,783.9     465,363.9     MT  (+/- 3 meters HH1 GPS) 
 DL4181
 DL4181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0178285490(NAD 83)
 DL4181
 DL4181                          SUPERSEDED SURVEY CONTROL
 DL4181
 DL4181.No superseded survey control is available for this station.
 DL4181
 DL4181_MARKER: DD = SURVEY DISK
 DL4181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4181_STAMPING: 6Q02 2005
 DL4181_MARK LOGO: WIDT
 DL4181_PROJECTION: FLUSH
 DL4181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4181+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 DL4181
 DL4181  HISTORY     - Date     Condition        Report By
 DL4181  HISTORY     - 2004     MONUMENTED       WIDT
 DL4181  HISTORY     - 20070815 GOOD             WIDT
 DL4181
 DL4181                          STATION DESCRIPTION
 DL4181
 DL4181'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4181'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF
 DL4181'ALBERTVILLE, 6.2 MI (10.0 KM) EAST OF NORTON AND 1.5 MI (2.4 KM)
 DL4181'NORTHEAST OF COLFAX.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4181'
 DL4181'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 WITH COUNTY
 DL4181'HIGHWAY M IN THE VILLAGE OF COLFAX, GO NORTH ON COUNTY HIGHWAY M FOR
 DL4181'1.0 MI (1.6 KM) TO 945TH AVENUE (HONES ROAD) ON THE RIGHT.  TURN RIGHT
 DL4181'AND GO EAST ON 945TH AVENUE (HONES ROAD) FOR 0.15 MI (0.2 KM) TO THE
 DL4181'STATION ON THE RIGHT.
 DL4181'
 DL4181'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4181'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4181'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE STREET PAVEMENT, 8.8
 DL4181'M (28.9 FT) SOUTH OF THE CENTERLINE OF 945TH AVENUE (HONES ROAD), 68 M
 DL4181'(223.1 FT) WEST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 35 M
 DL4181'(114.8 FT) SOUTHEAST OF A POWER POLE AND 1.0 M (3.3 FT) SOUTH,
 DL4181'NORTHEAST AND NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4181'
 DL4181'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4181'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4243 ***********************************************************************
 DL4243  DESIGNATION -  6Q03
 DL4243  PID         -  DL4243
 DL4243  STATE/COUNTY-  WI/DUNN
 DL4243  COUNTRY     -  US
 DL4243  USGS QUAD   -  COLFAX NORTH (2018)
 DL4243
 DL4243                         *CURRENT SURVEY CONTROL
 DL4243  ______________________________________________________________________
 DL4243* NAD 83(1986) POSITION- 45 03 10.46   (N) 091 42 39.85   (W)   HD_HELD1
 DL4243* NAVD 88 ORTHO HEIGHT -   288.760 (meters)      947.37  (feet) ADJUSTED
 DL4243  ______________________________________________________________________
 DL4243  GEOID HEIGHT    -        -30.761 (meters)                     GEOID18
 DL4243  DYNAMIC HEIGHT  -        288.732 (meters)      947.28  (feet) COMP
 DL4243  MODELED GRAVITY -    980,512.0   (mgal)                       NAVD 88
 DL4243
 DL4243  VERT ORDER      -  SECOND    CLASS I
 DL4243
 DL4243.The horizontal coordinates were determined by differentially corrected
 DL4243.hand held GPS observations or other comparable positioning techniques
 DL4243.and have an estimated accuracy of +/- 3 meters.
 DL4243
 DL4243.The orthometric height was determined by differential leveling and
 DL4243.adjusted by the WI DEPT OF TRANSP
 DL4243.in May 2012.
 DL4243
 DL4243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4243.GEOID18 height accuracy estimate available here.
 DL4243
 DL4243.Click photographs - Photos may exist for this station.
 DL4243
 DL4243.The dynamic height is computed by dividing the NAVD 88
 DL4243.geopotential number by the normal gravity value computed on the
 DL4243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4243.degrees latitude (g = 980.6199 gals.).
 DL4243
 DL4243.The modeled gravity was interpolated from observed gravity values.
 DL4243
 DL4243;                    North         East    Units  Estimated Accuracy
 DL4243;SPC WI C     -   136,938.2     465,229.1     MT  (+/- 3 meters HH1 GPS) 
 DL4243
 DL4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0149389635(NAD 83)
 DL4243
 DL4243                          SUPERSEDED SURVEY CONTROL
 DL4243
 DL4243.No superseded survey control is available for this station.
 DL4243
 DL4243_MARKER: DD = SURVEY DISK
 DL4243_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4243_SP_SET: BRIDGE ABUTMENT
 DL4243_STAMPING: 6Q03 2005
 DL4243_MARK LOGO: WIDT
 DL4243_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4243+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2007
 DL4243
 DL4243  HISTORY     - Date     Condition        Report By
 DL4243  HISTORY     - 2005     MONUMENTED       WIDT
 DL4243  HISTORY     - 20070816 GOOD             WIDT
 DL4243
 DL4243                          STATION DESCRIPTION
 DL4243
 DL4243'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4243'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF SAND CREEK, 6.5
 DL4243'MI (10.5 KM) EAST-NORTHEAST OF NORTON AND 3.9 MI (6.3 KM)
 DL4243'NORTH-NORTHEAST OF COLFAX.
 DL4243'
 DL4243'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DL4243'HIGHWAY MW ABOUT 4 MI (6.4 KM) NORTH OF THE VILLAGE OF COLFAX, GO WEST
 DL4243'ON COUNTY HIGHWAY MW FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER THE RED
 DL4243'CEDAR RIVER AND THE STATION ON THE LEFT.
 DL4243'
 DL4243'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4243'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DL4243'OF EAST ABUTMENT OF BRIDGE NUMBER B-17-62-59, ABOUT LEVEL WITH THE
 DL4243'HIGHWAY PAVEMENT, 4.3 M (14.1 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DL4243'HIGHWAY MW AND 0.2 M (0.7 FT) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4244 ***********************************************************************
 DL4244  DESIGNATION -  6Q04
 DL4244  PID         -  DL4244
 DL4244  STATE/COUNTY-  WI/DUNN
 DL4244  COUNTRY     -  US
 DL4244  USGS QUAD   -  COLFAX NORTH (2018)
 DL4244
 DL4244                         *CURRENT SURVEY CONTROL
 DL4244  ______________________________________________________________________
 DL4244* NAD 83(1986) POSITION- 45 05 04.20   (N) 091 42 09.52   (W)   HD_HELD1
 DL4244* NAVD 88 ORTHO HEIGHT -   298.021 (meters)      977.76  (feet) ADJUSTED
 DL4244  ______________________________________________________________________
 DL4244  GEOID HEIGHT    -        -30.724 (meters)                     GEOID18
 DL4244  DYNAMIC HEIGHT  -        297.993 (meters)      977.67  (feet) COMP
 DL4244  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 DL4244
 DL4244  VERT ORDER      -  SECOND    CLASS I
 DL4244
 DL4244.The horizontal coordinates were determined by differentially corrected
 DL4244.hand held GPS observations or other comparable positioning techniques
 DL4244.and have an estimated accuracy of +/- 3 meters.
 DL4244
 DL4244.The orthometric height was determined by differential leveling and
 DL4244.adjusted by the WI DEPT OF TRANSP
 DL4244.in May 2012.
 DL4244
 DL4244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4244.GEOID18 height accuracy estimate available here.
 DL4244
 DL4244.Click photographs - Photos may exist for this station.
 DL4244
 DL4244.The dynamic height is computed by dividing the NAVD 88
 DL4244.geopotential number by the normal gravity value computed on the
 DL4244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4244.degrees latitude (g = 980.6199 gals.).
 DL4244
 DL4244.The modeled gravity was interpolated from observed gravity values.
 DL4244
 DL4244;                    North         East    Units  Estimated Accuracy
 DL4244;SPC WI C     -   140,434.5     465,966.2     MT  (+/- 3 meters HH1 GPS) 
 DL4244
 DL4244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0210193155(NAD 83)
 DL4244
 DL4244                          SUPERSEDED SURVEY CONTROL
 DL4244
 DL4244.No superseded survey control is available for this station.
 DL4244
 DL4244_MARKER: DD = SURVEY DISK
 DL4244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4244_STAMPING: 6Q04 2005
 DL4244_MARK LOGO: WIDT
 DL4244_PROJECTION: FLUSH
 DL4244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4244+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2007
 DL4244
 DL4244  HISTORY     - Date     Condition        Report By
 DL4244  HISTORY     - 2004     MONUMENTED       WIDT
 DL4244  HISTORY     - 20070816 GOOD             WIDT
 DL4244
 DL4244                          STATION DESCRIPTION
 DL4244
 DL4244'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4244'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF NORTON, 6.1
 DL4244'MI (9.8 KM) NORTH-NORTHEAST OF COLFAX AND 5.8 MI (9.3 KM) SOUTH OF
 DL4244'SAND CREEK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4244'
 DL4244'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DL4244'HIGHWAY MW ABOUT 4 MI (6.4 KM) NORTH OF THE VILLAGE OF COLFAX, GO
 DL4244'NORTHERLY ON COUNTY HIGHWAY M FOR 1.75 MI (2.8 KM) TO 1098TH AVENUE ON
 DL4244'THE LEFT.  CONTINUE NORTH ON COUNTY HIGHWAY M FOR 0.55 MI (0.9 KM) TO
 DL4244'THE STATION ON THE LEFT.
 DL4244'
 DL4244'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4244'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4244'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4244'10.7 M (35.1 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY M, 22 M
 DL4244'(72.2 FT) NORTH OF AN EXTENDED CENTERLINE OF THE NORTHERNMOST PRIVATE
 DL4244'ENTRANCE NUMBER N11194, 20.8 M (68.2 FT) WEST OF TELEPHONE PEDESTAL
 DL4244'NUMBER 1677 LP 7, 0.5 M (1.6 FT) EAST OF A BARBED WIRE FENCE AND 1.0 M
 DL4244'(3.3 FT) WEST, NORTHEAST AND SOUTHEAST OF A WHITE PLASTIC WITNESS
 DL4244'POST.
 DL4244'
 DL4244'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4244'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4246 ***********************************************************************
 DL4246  DESIGNATION -  6Q05
 DL4246  PID         -  DL4246
 DL4246  STATE/COUNTY-  WI/DUNN
 DL4246  COUNTRY     -  US
 DL4246  USGS QUAD   -  SAND CREEK (2018)
 DL4246
 DL4246                         *CURRENT SURVEY CONTROL
 DL4246  ______________________________________________________________________
 DL4246* NAD 83(1986) POSITION- 45 07 49.14   (N) 091 41 48.12   (W)   HD_HELD1
 DL4246* NAVD 88 ORTHO HEIGHT -   301.341 (meters)      988.65  (feet) ADJUSTED
 DL4246  ______________________________________________________________________
 DL4246  GEOID HEIGHT    -        -30.631 (meters)                     GEOID18
 DL4246  DYNAMIC HEIGHT  -        301.315 (meters)      988.56  (feet) COMP
 DL4246  MODELED GRAVITY -    980,522.4   (mgal)                       NAVD 88
 DL4246
 DL4246  VERT ORDER      -  SECOND    CLASS I
 DL4246
 DL4246.The horizontal coordinates were determined by differentially corrected
 DL4246.hand held GPS observations or other comparable positioning techniques
 DL4246.and have an estimated accuracy of +/- 3 meters.
 DL4246
 DL4246.The orthometric height was determined by differential leveling and
 DL4246.adjusted by the WI DEPT OF TRANSP
 DL4246.in May 2012.
 DL4246
 DL4246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4246.GEOID18 height accuracy estimate available here.
 DL4246
 DL4246.Click photographs - Photos may exist for this station.
 DL4246
 DL4246.The dynamic height is computed by dividing the NAVD 88
 DL4246.geopotential number by the normal gravity value computed on the
 DL4246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4246.degrees latitude (g = 980.6199 gals.).
 DL4246
 DL4246.The modeled gravity was interpolated from observed gravity values.
 DL4246
 DL4246;                    North         East    Units  Estimated Accuracy
 DL4246;SPC WI C     -   145,515.1     466,540.5     MT  (+/- 3 meters HH1 GPS) 
 DL4246
 DL4246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0248698253(NAD 83)
 DL4246
 DL4246                          SUPERSEDED SURVEY CONTROL
 DL4246
 DL4246.No superseded survey control is available for this station.
 DL4246
 DL4246_MARKER: DD = SURVEY DISK
 DL4246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4246_STAMPING: 6Q05
 DL4246_MARK LOGO: WIDT
 DL4246_PROJECTION: FLUSH
 DL4246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4246+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 DL4246
 DL4246  HISTORY     - Date     Condition        Report By
 DL4246  HISTORY     - 2004     MONUMENTED       WIDT
 DL4246  HISTORY     - 20071102 GOOD             WIDT
 DL4246
 DL4246                          STATION DESCRIPTION
 DL4246
 DL4246'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4246'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH OF COLFAX, 8.5 MI
 DL4246'(13.7 KM) SOUTHWEST OF NEW AUBURN AND 2.6 MI (4.2 KM) SOUTH-SOUTHWEST
 DL4246'OF SAND CREEK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4246'
 DL4246'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND COUNTY
 DL4246'HIGHWAY M NORTH WITH COUNTY HIGHWAY M SOUTH ABOUT 10 MI (16.1 KM)
 DL4246'NORTH OF THE VILLAGE OF COLFAX, GO SOUTH ON COUNTY HIGHWAY M FOR 0.85
 DL4246'MI (1.4 KM) TO THE STATION ON THE LEFT.
 DL4246'
 DL4246'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4246'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4246'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4246'10.8 M (35.4 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY M, 29.5 M
 DL4246'(96.8 FT) SOUTH OF THE EAST END OF AN 80-CM (31 INCH) CORRUGATED METAL
 DL4246'CULVERT PIPE AND 1.0 M (3.3 FT) EAST, NORTHWEST AND SOUTHWEST OF A
 DL4246'WHITE PLASTIC WITNESS POST.
 DL4246'
 DL4246'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4246'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4249 ***********************************************************************
 DL4249  DESIGNATION -  6Q07
 DL4249  PID         -  DL4249
 DL4249  STATE/COUNTY-  WI/DUNN
 DL4249  COUNTRY     -  US
 DL4249  USGS QUAD   -  SAND CREEK (2018)
 DL4249
 DL4249                         *CURRENT SURVEY CONTROL
 DL4249  ______________________________________________________________________
 DL4249* NAD 83(1986) POSITION- 45 10 45.21   (N) 091 42 18.09   (W)   HD_HELD1
 DL4249* NAVD 88 ORTHO HEIGHT -   311.882 (meters)     1023.23  (feet) ADJUSTED
 DL4249  ______________________________________________________________________
 DL4249  GEOID HEIGHT    -        -30.510 (meters)                     GEOID18
 DL4249  DYNAMIC HEIGHT  -        311.858 (meters)     1023.15  (feet) COMP
 DL4249  MODELED GRAVITY -    980,531.6   (mgal)                       NAVD 88
 DL4249
 DL4249  VERT ORDER      -  SECOND    CLASS I
 DL4249
 DL4249.The horizontal coordinates were determined by differentially corrected
 DL4249.hand held GPS observations or other comparable positioning techniques
 DL4249.and have an estimated accuracy of +/- 3 meters.
 DL4249
 DL4249.The orthometric height was determined by differential leveling and
 DL4249.adjusted by the WI DEPT OF TRANSP
 DL4249.in May 2012.
 DL4249
 DL4249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4249.GEOID18 height accuracy estimate available here.
 DL4249
 DL4249.Click photographs - Photos may exist for this station.
 DL4249
 DL4249.The dynamic height is computed by dividing the NAVD 88
 DL4249.geopotential number by the normal gravity value computed on the
 DL4249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4249.degrees latitude (g = 980.6199 gals.).
 DL4249
 DL4249.The modeled gravity was interpolated from observed gravity values.
 DL4249
 DL4249;                    North         East    Units  Estimated Accuracy
 DL4249;SPC WI C     -   150,962.8     465,999.9     MT  (+/- 3 meters HH1 GPS) 
 DL4249
 DL4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0174503675(NAD 83)
 DL4249
 DL4249                          SUPERSEDED SURVEY CONTROL
 DL4249
 DL4249.No superseded survey control is available for this station.
 DL4249
 DL4249_MARKER: DD = SURVEY DISK
 DL4249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4249_STAMPING: 6Q07 2005
 DL4249_MARK LOGO: WIDT
 DL4249_PROJECTION: FLUSH
 DL4249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4249+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 DL4249
 DL4249  HISTORY     - Date     Condition        Report By
 DL4249  HISTORY     - 2004     MONUMENTED       WIDT
 DL4249  HISTORY     - 20071102 GOOD             WIDT
 DL4249
 DL4249                          STATION DESCRIPTION
 DL4249
 DL4249'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4249'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF DALLAS, 7.4
 DL4249'MI (11.9 KM) WEST-SOUTHWEST OF NEW AUBURN AND 1.3 MI (2.1 KM)
 DL4249'NORTHWEST OF SAND CREEK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4249'
 DL4249'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY V (BRIDGE
 DL4249'AVENUE) TO THE WEST, COUNTY HIGHWAY M NORTH TO THE EAST AND COUNTY
 DL4249'HIGHWAY M (CENTENNIAL STREET) TO THE SOUTH IN THE COMMUNITY OF SAND
 DL4249'CREEK ABOUT 7 MI (11.3 KM) SOUTHWEST OF THE VILLAGE OF NEW AUBURN, GO
 DL4249'WEST ON COUNTY HIGHWAY V (BRIDGE AVENUE) FOR 0.6 MI (1.0 KM) COUNTY
 DL4249'HIGHWAY U ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON COUNTY HIGHWAY
 DL4249'U FOR 1.1 MI (1.8 KM) TO THE STATION ON THE RIGHT.
 DL4249'
 DL4249'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4249'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4249'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4249'9.7 M (31.8 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY U, 62 M
 DL4249'(203.4 FT) EAST-NORTHEAST OF A WOODEN POST FOR A 25 MPH CURVE AHEAD
 DL4249'SIGN, 47.3 M (155.2 FT) WEST-NORTHWEST OF A POWER POLE, 2 M (6.6 FT)
 DL4249'SOUTH OF AN AGRICULTURAL FIELD AND 1.0 M (3.3 FT) NORTH, SOUTHEAST AND
 DL4249'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4249'
 DL4249'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4249'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4430 ***********************************************************************
 DL4430  DESIGNATION -  6Q46
 DL4430  PID         -  DL4430
 DL4430  STATE/COUNTY-  WI/BARRON
 DL4430  COUNTRY     -  US
 DL4430  USGS QUAD   -  BARRON (2018)
 DL4430
 DL4430                         *CURRENT SURVEY CONTROL
 DL4430  ______________________________________________________________________
 DL4430* NAD 83(1986) POSITION- 45 24 00.7    (N) 091 50 12.5    (W)   HD_HELD2
 DL4430* NAVD 88 ORTHO HEIGHT -   336.849 (meters)     1105.15  (feet) ADJUSTED
 DL4430  ______________________________________________________________________
 DL4430  GEOID HEIGHT    -        -30.355 (meters)                     GEOID18
 DL4430  DYNAMIC HEIGHT  -        336.820 (meters)     1105.05  (feet) COMP
 DL4430  MODELED GRAVITY -    980,520.1   (mgal)                       NAVD 88
 DL4430
 DL4430  VERT ORDER      -  SECOND    CLASS I
 DL4430
 DL4430.The horizontal coordinates were established by autonomous hand held GPS
 DL4430.observations and have an estimated accuracy of +/- 10 meters.
 DL4430
 DL4430.The orthometric height was determined by differential leveling and
 DL4430.adjusted by the WI DEPT OF TRANSP
 DL4430.in May 2012.
 DL4430
 DL4430.No vertical observational check was made to the station.
 DL4430
 DL4430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4430.GEOID18 height accuracy estimate available here.
 DL4430
 DL4430.Click photographs - Photos may exist for this station.
 DL4430
 DL4430.The dynamic height is computed by dividing the NAVD 88
 DL4430.geopotential number by the normal gravity value computed on the
 DL4430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4430.degrees latitude (g = 980.6199 gals.).
 DL4430
 DL4430.The modeled gravity was interpolated from observed gravity values.
 DL4430
 DL4430;                    North         East    Units  Estimated Accuracy
 DL4430;SPC WI C     -   175,740.      456,200.      MT  (+/- 10 meters HH2 GPS)
 DL4430
 DL4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9103728066(NAD 83)
 DL4430
 DL4430                          SUPERSEDED SURVEY CONTROL
 DL4430
 DL4430.No superseded survey control is available for this station.
 DL4430
 DL4430_MARKER: DD = SURVEY DISK
 DL4430_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4430_SP_SET: BRIDGE ABUTMENT
 DL4430_STAMPING: 6Q46 2006
 DL4430_MARK LOGO: WIDT
 DL4430_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4430+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2009
 DL4430
 DL4430  HISTORY     - Date     Condition        Report By
 DL4430  HISTORY     - 2005     MONUMENTED       WIDT
 DL4430  HISTORY     - 20070911 GOOD             WIDT
 DL4430  HISTORY     - 20091113 GOOD             WIDT
 DL4430
 DL4430                          STATION DESCRIPTION
 DL4430
 DL4430'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4430'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF RICE
 DL4430'LAKE, 6.1 MI (9.8 KM) EAST OF POSKIN AND 0.6 MI (1.0 KM) EAST OF
 DL4430'BARRON.
 DL4430'
 DL4430'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (EAST DIVISION
 DL4430'AVENUE) WITH STATE HIGHWAY 25 NORTH IN THE CITY OF BARRON, GO EAST ON
 DL4430'US HIGHWAY 8 (EAST DIVISION STREET) FOR 0.6 MI (1.0 KM) TO LA SALLE
 DL4430'AVENUE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON LA SALLE AVENUE FOR 0.1
 DL4430'MI (0.2 KM) TO BRIDGE NUMBER B-3-141-99 OVER THE YELLOW RIVER AND THE
 DL4430'STATION ON THE RIGHT.
 DL4430'
 DL4430'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4430'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE ON TOP OF THE
 DL4430'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER THE YELLOW
 DL4430'RIVER LEVEL WITH THE STREET PAVEMENT, 6.5 M (21.3 FT) NORTHWEST OF THE
 DL4430'CENTERLINE OF EAST LA SALLE AVENUE, 53 CM (21 INCHES) NORTHWEST OF THE
 DL4430'NORTHWEST EDGE OF THE NORTHWEST PARAPET AND 1.0 M (3.3 FT)
 DL4430'EAST-NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4430'
 DL4430'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4430'DEGREES ABOVE THE HORIZON.
 DL4430
 DL4430                          STATION RECOVERY (2009)
 DL4430
 DL4430'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 DL4430'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5131 ***********************************************************************
 DN5131  DESIGNATION -  6Q48
 DN5131  PID         -  DN5131
 DN5131  STATE/COUNTY-  WI/BARRON
 DN5131  COUNTRY     -  US
 DN5131  USGS QUAD   -  BARRON (2018)
 DN5131
 DN5131                         *CURRENT SURVEY CONTROL
 DN5131  ______________________________________________________________________
 DN5131* NAD 83(1986) POSITION- 45 25 49.1    (N) 091 50 52.4    (W)   HD_HELD2
 DN5131* NAVD 88 ORTHO HEIGHT -   350.369 (meters)     1149.50  (feet) ADJUSTED
 DN5131  ______________________________________________________________________
 DN5131  GEOID HEIGHT    -        -30.323 (meters)                     GEOID18
 DN5131  DYNAMIC HEIGHT  -        350.338 (meters)     1149.40  (feet) COMP
 DN5131  MODELED GRAVITY -    980,518.1   (mgal)                       NAVD 88
 DN5131
 DN5131  VERT ORDER      -  SECOND    CLASS I
 DN5131
 DN5131.The horizontal coordinates were established by autonomous hand held GPS
 DN5131.observations and have an estimated accuracy of +/- 10 meters.
 DN5131
 DN5131.The orthometric height was determined by differential leveling and
 DN5131.adjusted by the WI DEPT OF TRANSP
 DN5131.in May 2012.
 DN5131
 DN5131.No vertical observational check was made to the station.
 DN5131
 DN5131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5131.GEOID18 height accuracy estimate available here.
 DN5131
 DN5131.Click photographs - Photos may exist for this station.
 DN5131
 DN5131.The dynamic height is computed by dividing the NAVD 88
 DN5131.geopotential number by the normal gravity value computed on the
 DN5131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5131.degrees latitude (g = 980.6199 gals.).
 DN5131
 DN5131.The modeled gravity was interpolated from observed gravity values.
 DN5131
 DN5131;                    North         East    Units  Estimated Accuracy
 DN5131;SPC WI C     -   179,105.      455,409.      MT  (+/- 10 meters HH2 GPS)
 DN5131
 DN5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9012131399(NAD 83)
 DN5131
 DN5131                          SUPERSEDED SURVEY CONTROL
 DN5131
 DN5131.No superseded survey control is available for this station.
 DN5131
 DN5131_MARKER: DD = SURVEY DISK
 DN5131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5131_STAMPING: 6Q48 2006
 DN5131_MARK LOGO: WIDT
 DN5131_PROJECTION: FLUSH
 DN5131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5131+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2009
 DN5131
 DN5131  HISTORY     - Date     Condition        Report By
 DN5131  HISTORY     - 2005     MONUMENTED       WIDT
 DN5131  HISTORY     - 20091113 GOOD             WIDT
 DN5131
 DN5131                          STATION DESCRIPTION
 DN5131
 DN5131'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5131'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DN5131'HIGHWAY 25 (NORTH SIXTH STREET) IN THE CITY OF BARRON, GO NORTH ON
 DN5131'STATE HIGHWAY 25 (NORTH SIXTH STREET WHICH BECOMES NORTH SEVENTH
 DN5131'STREET AND THEN 15TH STREET NORTH OF THE CITY) FOR 1.4 MI (2.3 KM) TO
 DN5131'15TH AVENUE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 25 FOR 0.6 MI (1.0
 DN5131'KM) TO THE STATION ON THE LEFT.
 DN5131'
 DN5131'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5131'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5131'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5131'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5131'PAVEMENT.
 DN5131'
 DN5131'THE STATION IS 13.7 M (44.9 FT) WEST OF THE CENTERLINE OF STATE
 DN5131'HIGHWAY 25 97.0 M (318.2 FT) SOUTH OF THE CENTERLINE OF PRIVATE
 DN5131'ENTRANCE -1552-, 71.6 M (234.9 FT) SOUTH OF GTE TELEPHONE PEDESTAL
 DN5131'-1126-, 39.0 M (128.0 FT) SOUTHWEST OF A POWER POLE, 4.9 M (16.1 FT)
 DN5131'SOUTH-SOUTHEAST OF A -CAUTION TELEPHONE CABLE UNDERGROUND- METAL SIGN
 DN5131'POST AND 1.0 M (3.3 FT) NORTH AND 1.0 M (3.3 FT) SOUTH OF TWO WHITE
 DN5131'PLASTIC WITNESS POSTS.
 DN5131'
 DN5131'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5131'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5132 ***********************************************************************
 DN5132  DESIGNATION -  6Q49
 DN5132  PID         -  DN5132
 DN5132  STATE/COUNTY-  WI/BARRON
 DN5132  COUNTRY     -  US
 DN5132  USGS QUAD   -  BARRON (2018)
 DN5132
 DN5132                         *CURRENT SURVEY CONTROL
 DN5132  ______________________________________________________________________
 DN5132* NAD 83(1986) POSITION- 45 27 27.7    (N) 091 50 50.5    (W)   HD_HELD2
 DN5132* NAVD 88 ORTHO HEIGHT -   368.249 (meters)     1208.16  (feet) ADJUSTED
 DN5132  ______________________________________________________________________
 DN5132  GEOID HEIGHT    -        -30.285 (meters)                     GEOID18
 DN5132  DYNAMIC HEIGHT  -        368.216 (meters)     1208.06  (feet) COMP
 DN5132  MODELED GRAVITY -    980,516.0   (mgal)                       NAVD 88
 DN5132
 DN5132  VERT ORDER      -  SECOND    CLASS I
 DN5132
 DN5132.The horizontal coordinates were established by autonomous hand held GPS
 DN5132.observations and have an estimated accuracy of +/- 10 meters.
 DN5132
 DN5132.The orthometric height was determined by differential leveling and
 DN5132.adjusted by the WI DEPT OF TRANSP
 DN5132.in May 2012.
 DN5132
 DN5132.No vertical observational check was made to the station.
 DN5132
 DN5132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5132.GEOID18 height accuracy estimate available here.
 DN5132
 DN5132.Click photographs - Photos may exist for this station.
 DN5132
 DN5132.The dynamic height is computed by dividing the NAVD 88
 DN5132.geopotential number by the normal gravity value computed on the
 DN5132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5132.degrees latitude (g = 980.6199 gals.).
 DN5132
 DN5132.The modeled gravity was interpolated from observed gravity values.
 DN5132
 DN5132;                    North         East    Units  Estimated Accuracy
 DN5132;SPC WI C     -   182,147.      455,519.      MT  (+/- 10 meters HH2 GPS)
 DN5132
 DN5132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9011934442(NAD 83)
 DN5132
 DN5132                          SUPERSEDED SURVEY CONTROL
 DN5132
 DN5132.No superseded survey control is available for this station.
 DN5132
 DN5132_MARKER: DD = SURVEY DISK
 DN5132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5132_STAMPING: 6Q49 2006
 DN5132_MARK LOGO: WIDT
 DN5132_PROJECTION: FLUSH
 DN5132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5132+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2009
 DN5132
 DN5132  HISTORY     - Date     Condition        Report By
 DN5132  HISTORY     - 2005     MONUMENTED       WIDT
 DN5132  HISTORY     - 20091113 GOOD             WIDT
 DN5132
 DN5132                          STATION DESCRIPTION
 DN5132
 DN5132'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5132'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH STATE
 DN5132'HIGHWAY 25 APPROXIMATELY 4 MI (6.4 KM) WEST OF THE WEST SIDE OF THE
 DN5132'CITY OF RICE LAKE, GO SOUTH ON STATE HIGHWAY 25 FOR 2.9 MI (4.7 KM) TO
 DN5132'18TH AVENUE.  CONTINUE SOUTH ON STATE HIGHWAY 25 FOR 0.65 MI (1.0 KM)
 DN5132'TO THE STATION ON THE LEFT.
 DN5132'
 DN5132'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5132'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5132'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5132'GROUND AND APPROXIMATELY 0.8 M (2.6 FT) LOWER THAN THE HIGHWAY
 DN5132'PAVEMENT.
 DN5132'
 DN5132'THE STATION IS 14.5 M (47.6 FT) EAST OF THE CENTERLINE OF STATE
 DN5132'HIGHWAY 25 APPROXIMATELY 0.3 MI (0.5 KM) NORTH OF 17TH AVENUE, 36.2 M
 DN5132'(118.8 FT) SOUTH OF TELEPHONE PEDESTAL -2194-, 36.0 M (118.1 FT)
 DN5132'NORTHEAST OF A POWER POLE, 33.1 M (108.6 FT) NORTHEAST OF A GTE ORANGE
 DN5132'OVER WHITE FIBER OPTIC WARNING POST, 20.5 M (67.3 FT) NORTH OF THE
 DN5132'CENTERLINE OF PRIVATE ENTRANCE -1739- AND IS 1 M (3.3 FT) FROM THREE
 DN5132'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5132'
 DN5132'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5132'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4420 ***********************************************************************
 DL4420  DESIGNATION -  6Q50
 DL4420  PID         -  DL4420
 DL4420  STATE/COUNTY-  WI/BARRON
 DL4420  COUNTRY     -  US
 DL4420  USGS QUAD   -  SAND CREEK (2018)
 DL4420
 DL4420                         *CURRENT SURVEY CONTROL
 DL4420  ______________________________________________________________________
 DL4420* NAD 83(1986) POSITION- 45 13 51.5    (N) 091 43 19.3    (W)   HD_HELD2
 DL4420* NAVD 88 ORTHO HEIGHT -   311.574 (meters)     1022.22  (feet) ADJUSTED
 DL4420  ______________________________________________________________________
 DL4420  GEOID HEIGHT    -        -30.434 (meters)                     GEOID18
 DL4420  DYNAMIC HEIGHT  -        311.552 (meters)     1022.15  (feet) COMP
 DL4420  MODELED GRAVITY -    980,535.4   (mgal)                       NAVD 88
 DL4420
 DL4420  VERT ORDER      -  SECOND    CLASS I
 DL4420
 DL4420.The horizontal coordinates were established by autonomous hand held GPS
 DL4420.observations and have an estimated accuracy of +/- 10 meters.
 DL4420
 DL4420.The orthometric height was determined by differential leveling and
 DL4420.adjusted by the WI DEPT OF TRANSP
 DL4420.in May 2012.
 DL4420
 DL4420.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4420.GEOID18 height accuracy estimate available here.
 DL4420
 DL4420.Click photographs - Photos may exist for this station.
 DL4420
 DL4420.The dynamic height is computed by dividing the NAVD 88
 DL4420.geopotential number by the normal gravity value computed on the
 DL4420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4420.degrees latitude (g = 980.6199 gals.).
 DL4420
 DL4420.The modeled gravity was interpolated from observed gravity values.
 DL4420
 DL4420;                    North         East    Units  Estimated Accuracy
 DL4420;SPC WI C     -   156,740.      464,786.      MT  (+/- 10 meters HH2 GPS)
 DL4420
 DL4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0031809403(NAD 83)
 DL4420
 DL4420                          SUPERSEDED SURVEY CONTROL
 DL4420
 DL4420.No superseded survey control is available for this station.
 DL4420
 DL4420_MARKER: DD = SURVEY DISK
 DL4420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4420_STAMPING: 6Q50 2006
 DL4420_MARK LOGO: WIDT
 DL4420_PROJECTION: FLUSH
 DL4420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4420+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2007
 DL4420
 DL4420  HISTORY     - Date     Condition        Report By
 DL4420  HISTORY     - 2005     MONUMENTED       WIDT
 DL4420  HISTORY     - 20071101 GOOD             WIDT
 DL4420
 DL4420                          STATION DESCRIPTION
 DL4420
 DL4420'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4420'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF
 DL4420'CHETEK, 4.9 MI (7.9 KM) EAST-SOUTHEAST OF DALLAS AND 4.8 MI (7.7 KM)
 DL4420'NORTH-NORTHWEST OF SAND CREEK.
 DL4420'
 DL4420'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DL4420'HIGHWAY I (EXIT 126) JUST SOUTHWEST OF THE CITY OF CHETEK, GO
 DL4420'SOUTHWEST ON COUNTY HIGHWAY I FOR 0.25 MI (0.4 KM) TO 24 1/8 STREET
 DL4420'(RIVER ROAD).  TURN LEFT AND GO SOUTHERLY ON 24 1/8 STREET THEN 24TH
 DL4420'STREET FOR 2.1 MI (3.4 KM) TO COUNTY HIGHWAY A TURN RIGHT AND GO WEST
 DL4420'THEN SOUTH ON COUNTY HIGHWAY A FOR 2.6 MI (4.2 KM) TO A RIGHT CURVE IN
 DL4420'THE HIGHWAY, CURVE RIGHT AND CONTINUE WEST ON COUNTY HIGHWAY A FOR 1.3
 DL4420'MI (2.1 KM) TO COUNTY HIGHWAY I ON THE LEFT AND 21 3/4 STREET ON THE
 DL4420'RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY A AND COUNTY HIGHWAY I FOR 0.6
 DL4420'MI (1.0 KM) TO A RIGHT CURVE IN THE HIGHWAY AND 21 1/4 STREET ON THE
 DL4420'LEFT.  TURN LEFT AND GO SOUTH ON 21 1/4 STREET FOR 1.2 MI (1.9 KM) TO
 DL4420'THE STATION ON THE RIGHT.
 DL4420'
 DL4420'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4420'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4420'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4420'0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT, 5.7 M (18.7 FT) WEST OF
 DL4420'THE CENTERLINE OF 21 1/4 STREET, 0.5 MI (0.8 KM) NORTH OF FIRST
 DL4420'AVENUE, 56.1 M (184.1 FT) SOUTH OF A FIELD ENTRANCE, 1 M (3.3 FT) WEST
 DL4420'OF A CULTIVATED FIELD AND 1.0 M (3.3 FT) WEST, NORTHEAST AND SOUTHEAST
 DL4420'OF A WHITE PLASTIC WITNESS POST.
 DL4420'
 DL4420'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4420'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4421 ***********************************************************************
 DL4421  DESIGNATION -  6Q51
 DL4421  PID         -  DL4421
 DL4421  STATE/COUNTY-  WI/BARRON
 DL4421  COUNTRY     -  US
 DL4421  USGS QUAD   -  SAND CREEK (2018)
 DL4421
 DL4421                         *CURRENT SURVEY CONTROL
 DL4421  ______________________________________________________________________
 DL4421* NAD 83(1986) POSITION- 45 14 52.59   (N) 091 43 28.11   (W)   HD_HELD1
 DL4421* NAVD 88 ORTHO HEIGHT -   312.313 (meters)     1024.65  (feet) ADJUSTED
 DL4421  ______________________________________________________________________
 DL4421  GEOID HEIGHT    -        -30.419 (meters)                     GEOID18
 DL4421  DYNAMIC HEIGHT  -        312.290 (meters)     1024.57  (feet) COMP
 DL4421  MODELED GRAVITY -    980,535.4   (mgal)                       NAVD 88
 DL4421
 DL4421  VERT ORDER      -  SECOND    CLASS I
 DL4421
 DL4421.The horizontal coordinates were determined by differentially corrected
 DL4421.hand held GPS observations or other comparable positioning techniques
 DL4421.and have an estimated accuracy of +/- 3 meters.
 DL4421
 DL4421.The orthometric height was determined by differential leveling and
 DL4421.adjusted by the WI DEPT OF TRANSP
 DL4421.in May 2012.
 DL4421
 DL4421.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4421.GEOID18 height accuracy estimate available here.
 DL4421
 DL4421.Click photographs - Photos may exist for this station.
 DL4421
 DL4421.The dynamic height is computed by dividing the NAVD 88
 DL4421.geopotential number by the normal gravity value computed on the
 DL4421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4421.degrees latitude (g = 980.6199 gals.).
 DL4421
 DL4421.The modeled gravity was interpolated from observed gravity values.
 DL4421
 DL4421;                    North         East    Units  Estimated Accuracy
 DL4421;SPC WI C     -   158,630.0     464,633.7     MT  (+/- 3 meters HH1 GPS) 
 DL4421
 DL4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0009611285(NAD 83)
 DL4421
 DL4421                          SUPERSEDED SURVEY CONTROL
 DL4421
 DL4421.No superseded survey control is available for this station.
 DL4421
 DL4421_MARKER: DD = SURVEY DISK
 DL4421_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4421_SP_SET: BRIDGE ABUTMENT
 DL4421_STAMPING: 6Q51 2006
 DL4421_MARK LOGO: WIDT
 DL4421_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4421+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2007
 DL4421
 DL4421  HISTORY     - Date     Condition        Report By
 DL4421  HISTORY     - 2005     MONUMENTED       WIDT
 DL4421  HISTORY     - 20071101 GOOD             WIDT
 DL4421
 DL4421                          STATION DESCRIPTION
 DL4421
 DL4421'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4421'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH-NORTHWEST OF SAND
 DL4421'CREEK, 5.8 MI (9.3 KM) SOUTHWEST OF CHETEK AND 4.5 MI (7.2 KM) EAST OF
 DL4421'DALLAS.
 DL4421'
 DL4421'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DL4421'HIGHWAY I (EXIT 126) JUST SOUTHWEST OF THE CITY OF CHETEK, GO
 DL4421'SOUTHWEST ON COUNTY HIGHWAY I FOR 0.25 MI (0.4 KM) TO 24 1/8 STREET
 DL4421'(RIVER ROAD).  TURN LEFT AND GO SOUTHERLY ON 24 1/8 STREET THEN 24TH
 DL4421'STREET FOR 2.1 MI (3.4 KM) TO COUNTY HIGHWAY A.  TURN RIGHT AND GO
 DL4421'WEST THEN SOUTH ON COUNTY HIGHWAY A FOR 2.6 MI (4.2 KM) TO A RIGHT
 DL4421'CURVE IN THE HIGHWAY, CURVE RIGHT AND CONTINUE WEST ON COUNTY HIGHWAY
 DL4421'A FOR 1.3 MI (2.1 KM) TO COUNTY HIGHWAY I ON THE LEFT AND 21 3/4
 DL4421'STREET ON THE RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY A AND COUNTY
 DL4421'HIGHWAY I FOR 0.6 MI (1.0 KM) TO A BRIDGE OVER THE RED CEDAR RIVER AND
 DL4421'THE STATION ON THE LEFT.
 DL4421'
 DL4421'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4421'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE ON TOP OF THE
 DL4421'SOUTH END OF THE WEST ABUTMENT OF BRIDGE NUMBER B-8-76-79, ABOUT LEVEL
 DL4421'WITH THE HIGHWAY PAVEMENT, 5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF
 DL4421'COUNTY HIGHWAY A AND COUNTY HIGHWAY I, 51.2 M (168.0 FT) EAST OF THE
 DL4421'CENTERLINE OF 21 1/4 STREET, 40 CM (16 INCHES) WEST OF THE EAST EDGE
 DL4421'OF THE WEST ABUTMENT AND 1.2 M (3.9 FT) NORTHEAST OF A WHITE PLASTIC
 DL4421'WITNESS POST.
 DL4421'
 DL4421'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4421'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4423 ***********************************************************************
 DL4423  DESIGNATION -  6Q52
 DL4423  PID         -  DL4423
 DL4423  STATE/COUNTY-  WI/BARRON
 DL4423  COUNTRY     -  US
 DL4423  USGS QUAD   -  CHETEK (2018)
 DL4423
 DL4423                         *CURRENT SURVEY CONTROL
 DL4423  ______________________________________________________________________
 DL4423* NAD 83(1986) POSITION- 45 15 08.8    (N) 091 40 12.3    (W)   HD_HELD2
 DL4423* NAVD 88 ORTHO HEIGHT -   349.265 (meters)     1145.88  (feet) ADJUSTED
 DL4423  ______________________________________________________________________
 DL4423  GEOID HEIGHT    -        -30.385 (meters)                     GEOID18
 DL4423  DYNAMIC HEIGHT  -        349.242 (meters)     1145.80  (feet) COMP
 DL4423  MODELED GRAVITY -    980,540.6   (mgal)                       NAVD 88
 DL4423
 DL4423  VERT ORDER      -  SECOND    CLASS I
 DL4423
 DL4423.The horizontal coordinates were established by autonomous hand held GPS
 DL4423.observations and have an estimated accuracy of +/- 10 meters.
 DL4423
 DL4423.The orthometric height was determined by differential leveling and
 DL4423.adjusted by the WI DEPT OF TRANSP
 DL4423.in May 2012.
 DL4423
 DL4423.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4423.GEOID18 height accuracy estimate available here.
 DL4423
 DL4423.Click photographs - Photos may exist for this station.
 DL4423
 DL4423.The dynamic height is computed by dividing the NAVD 88
 DL4423.geopotential number by the normal gravity value computed on the
 DL4423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4423.degrees latitude (g = 980.6199 gals.).
 DL4423
 DL4423.The modeled gravity was interpolated from observed gravity values.
 DL4423
 DL4423;                    North         East    Units  Estimated Accuracy
 DL4423;SPC WI C     -   159,041.      468,913.      MT  (+/- 10 meters HH2 GPS)
 DL4423
 DL4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0435611854(NAD 83)
 DL4423
 DL4423                          SUPERSEDED SURVEY CONTROL
 DL4423
 DL4423.No superseded survey control is available for this station.
 DL4423
 DL4423_MARKER: DD = SURVEY DISK
 DL4423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4423_STAMPING: 6Q52 2006
 DL4423_MARK LOGO: WIDT
 DL4423_PROJECTION: FLUSH
 DL4423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4423+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 DL4423
 DL4423  HISTORY     - Date     Condition        Report By
 DL4423  HISTORY     - 2005     MONUMENTED       WIDT
 DL4423  HISTORY     - 20070920 GOOD             WIDT
 DL4423
 DL4423                          STATION DESCRIPTION
 DL4423
 DL4423'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4423'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-NORTHWEST OF NEW
 DL4423'AUBURN, 6.0 MI (9.7 KM) NORTH OF SAND CREEK AND 4.4 MI (7.1 KM)
 DL4423'SOUTH-SOUTHWEST OF CHETEK.
 DL4423'
 DL4423'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DL4423'HIGHWAY I (EXIT 126) JUST SOUTHWEST OF THE CITY OF CHETEK, GO
 DL4423'SOUTHWEST ON COUNTY HIGHWAY I FOR 0.25 MI (0.4 KM) TO 24 1/8 STREET
 DL4423'(RIVER ROAD).  TURN LEFT AND GO SOUTHERLY ON 24 1/8 STREET THEN 24TH
 DL4423'STREET FOR 2.1 MI (3.4 KM) TO COUNTY HIGHWAY A.  TURN RIGHT AND GO
 DL4423'WEST ON COUNTY HIGHWAY A FOR 0.2 MI (0.3 KM) TO 23 3/4 STREET ON THE
 DL4423'LEFT.  TURN LEFT AND GO SOUTH ON 23 3/4 STREET FOR 0.7 MI (1.1 KM) TO
 DL4423'3 3/4 AVENUE ON THE RIGHT.  CONTINUE SOUTH ON 23 3/4 STREET FOR 0.6 MI
 DL4423'(1.0 KM) TO THE STATION ON THE LEFT.
 DL4423'
 DL4423'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4423'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4423'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3
 DL4423'FT) LOWER THAN THE ROAD PAVEMENT, 6.2 M (20.3 FT) EAST OF THE
 DL4423'CENTERLINE OF 23 3/4 STREET, 40.1 M (131.6 FT) SOUTH OF THE EXTENDED
 DL4423'CENTER OF PRIVATE ENTRANCE NUMBER 312, 29.7 M (97.4 FT) NORTHWEST OF
 DL4423'THE TOP CENTER OF THE EAST END OF A 1.5 M (4.9 FT) DIAMETER GALVANIZED
 DL4423'CULVERT TUBE AND 1.0 M (3.3 FT) EAST, NORTHWEST AND SOUTHWEST OF A
 DL4423'WHITE PLASTIC WITNESS POST.
 DL4423'
 DL4423'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4423'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4424 ***********************************************************************
 DL4424  DESIGNATION -  6Q53
 DL4424  PID         -  DL4424
 DL4424  STATE/COUNTY-  WI/BARRON
 DL4424  COUNTRY     -  US
 DL4424  USGS QUAD   -  CHETEK (2018)
 DL4424
 DL4424                         *CURRENT SURVEY CONTROL
 DL4424  ______________________________________________________________________
 DL4424* NAD 83(1986) POSITION- 45 16 47.5    (N) 091 39 55.0    (W)   HD_HELD2
 DL4424* NAVD 88 ORTHO HEIGHT -   335.746 (meters)     1101.53  (feet) ADJUSTED
 DL4424  ______________________________________________________________________
 DL4424  GEOID HEIGHT    -        -30.364 (meters)                     GEOID18
 DL4424  DYNAMIC HEIGHT  -        335.724 (meters)     1101.45  (feet) COMP
 DL4424  MODELED GRAVITY -    980,542.3   (mgal)                       NAVD 88
 DL4424
 DL4424  VERT ORDER      -  SECOND    CLASS I
 DL4424
 DL4424.The horizontal coordinates were established by autonomous hand held GPS
 DL4424.observations and have an estimated accuracy of +/- 10 meters.
 DL4424
 DL4424.The orthometric height was determined by differential leveling and
 DL4424.adjusted by the WI DEPT OF TRANSP
 DL4424.in May 2012.
 DL4424
 DL4424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4424.GEOID18 height accuracy estimate available here.
 DL4424
 DL4424.Click photographs - Photos may exist for this station.
 DL4424
 DL4424.The dynamic height is computed by dividing the NAVD 88
 DL4424.geopotential number by the normal gravity value computed on the
 DL4424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4424.degrees latitude (g = 980.6199 gals.).
 DL4424
 DL4424.The modeled gravity was interpolated from observed gravity values.
 DL4424
 DL4424;                    North         East    Units  Estimated Accuracy
 DL4424;SPC WI C     -   162,080.      469,353.      MT  (+/- 10 meters HH2 GPS)
 DL4424
 DL4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0468314906(NAD 83)
 DL4424
 DL4424                          SUPERSEDED SURVEY CONTROL
 DL4424
 DL4424.No superseded survey control is available for this station.
 DL4424
 DL4424_MARKER: DD = SURVEY DISK
 DL4424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4424_STAMPING: 6Q53 2006
 DL4424_MARK LOGO: WIDT
 DL4424_PROJECTION: FLUSH
 DL4424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4424+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 DL4424
 DL4424  HISTORY     - Date     Condition        Report By
 DL4424  HISTORY     - 2005     MONUMENTED       WIDT
 DL4424  HISTORY     - 20070920 GOOD             WIDT
 DL4424
 DL4424                          STATION DESCRIPTION
 DL4424
 DL4424'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4424'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST OF DALLAS, 7.4 MI
 DL4424'(11.9 KM) NORTHWEST OF NEW AUBURN AND 2.5 MI (4.0 KM) SOUTH-SOUTHWEST
 DL4424'OF CHETEK.
 DL4424'
 DL4424'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DL4424'HIGHWAY I (EXIT 126) JUST SOUTHWEST OF THE CITY OF CHETEK, GO
 DL4424'SOUTHWEST ON COUNTY HIGHWAY I FOR 0.25 MI (0.4 KM) TO 24 1/8 STREET
 DL4424'(RIVER ROAD).  TURN LEFT AND GO SOUTHERLY ON 24 1/8 STREET THEN 24TH
 DL4424'STREET FOR 1.35 MI (2.2 KM) TO 5 1/4 AVENUE ON THE RIGHT.  CONTINUE
 DL4424'SOUTH ON 24TH STREET FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DL4424'
 DL4424'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4424'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4424'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 DL4424'WITH THE ROAD PAVEMENT, 6.5 M (21.3 FT) WEST OF THE CENTERLINE OF 24TH
 DL4424'STREET, 63.7 M (209.0 FT) SOUTH OF TELEPHONE PEDESTAL NUMBER 2T1A-1 AT
 DL4424'A PRIVATE ENTRANCE NUMBER 506, 53.9 M (176.8 FT) SOUTH OF PRIVATE
 DL4424'ENTRANCE NUMBER 505, 34.9 M (114.5 FT) NORTHWEST OF A SCHOOL BUS
 DL4424'LOADING SIGN POST, 34.7 M (113.8 FT) NORTHWEST OF POWER POLE NUMBER
 DL4424'REA-COOP-6-130-27 WITH ONE GUY WIRE NEXT TO A FENCE CORNER POST AND
 DL4424'1.0 M (3.3 FT) WEST, NORTHEAST AND SOUTHEAST OF A WHITE PLASTIC
 DL4424'WITNESS POST.
 DL4424'
 DL4424'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4424'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4425 ***********************************************************************
 DL4425  DESIGNATION -  6Q54
 DL4425  PID         -  DL4425
 DL4425  STATE/COUNTY-  WI/BARRON
 DL4425  COUNTRY     -  US
 DL4425  USGS QUAD   -  CHETEK (2018)
 DL4425
 DL4425                         *CURRENT SURVEY CONTROL
 DL4425  ______________________________________________________________________
 DL4425* NAD 83(1986) POSITION- 45 19 25.7    (N) 091 38 59.8    (W)   HD_HELD2
 DL4425* NAVD 88 ORTHO HEIGHT -   321.440 (meters)     1054.59  (feet) ADJUSTED
 DL4425  ______________________________________________________________________
 DL4425  GEOID HEIGHT    -        -30.345 (meters)                     GEOID18
 DL4425  DYNAMIC HEIGHT  -        321.419 (meters)     1054.52  (feet) COMP
 DL4425  MODELED GRAVITY -    980,542.2   (mgal)                       NAVD 88
 DL4425
 DL4425  VERT ORDER      -  SECOND    CLASS I
 DL4425
 DL4425.The horizontal coordinates were established by autonomous hand held GPS
 DL4425.observations and have an estimated accuracy of +/- 10 meters.
 DL4425
 DL4425.The orthometric height was determined by differential leveling and
 DL4425.adjusted by the WI DEPT OF TRANSP
 DL4425.in May 2012.
 DL4425
 DL4425.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4425.GEOID18 height accuracy estimate available here.
 DL4425
 DL4425.Click photographs - Photos may exist for this station.
 DL4425
 DL4425.The dynamic height is computed by dividing the NAVD 88
 DL4425.geopotential number by the normal gravity value computed on the
 DL4425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4425.degrees latitude (g = 980.6199 gals.).
 DL4425
 DL4425.The modeled gravity was interpolated from observed gravity values.
 DL4425
 DL4425;                    North         East    Units  Estimated Accuracy
 DL4425;SPC WI C     -   166,938.      470,655.      MT  (+/- 10 meters HH2 GPS)
 DL4425
 DL4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0580319808(NAD 83)
 DL4425
 DL4425                          SUPERSEDED SURVEY CONTROL
 DL4425
 DL4425.No superseded survey control is available for this station.
 DL4425
 DL4425_MARKER: DD = SURVEY DISK
 DL4425_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4425_SP_SET: BRIDGE PARAPET WALL
 DL4425_STAMPING: 6Q54 2006
 DL4425_MARK LOGO: WIDT
 DL4425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4425+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DL4425
 DL4425  HISTORY     - Date     Condition        Report By
 DL4425  HISTORY     - 2005     MONUMENTED       WIDT
 DL4425  HISTORY     - 20070919 GOOD             WIDT
 DL4425
 DL4425                          STATION DESCRIPTION
 DL4425
 DL4425'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4425'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTH-NORTHWEST OF NEW
 DL4425'AUBURN, 9.2 MI (14.8 KM) EAST-NORTHEAST OF DALLAS AND 0.7 MI (1.1 KM)
 DL4425'NORTH OF CHETEK.
 DL4425'
 DL4425'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D AND COUNTY
 DL4425'HIGHWAY SS WITH COUNTY HIGHWAY M AND COUNTY HIGHWAY D (INTERSECTION OF
 DL4425'DALLAS STREET WITH SECOND STREET) ON THE NORTH SIDE OF THE CITY OF
 DL4425'CHETEK, GO NORTH ON COUNTY HIGHWAY M AND COUNTY HIGHWAY D FOR 0.15 MI
 DL4425'(0.2 KM) TO A BRIDGE OVER LAKE CHETEK AND THE STATION ON THE LEFT.
 DL4425'
 DL4425'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4425'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE ON TOP OF THE
 DL4425'WEST PARAPET WALL OF THE SOUTH ABUTMENT OF BRIDGE NUMBER B-3-36-73,
 DL4425'APPROXIMATELY 66 CM (26 INCHES) HIGHER THAN THE HIGHWAY PAVEMENT, 5.5
 DL4425'M (18.0 FT) NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY M AND COUNTY
 DL4425'HIGHWAY D, 2.1 M (6.9 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DL4425'PARAPET WALL, 0.8 M (2.6 FT) SOUTHWEST OF THE BRIDGE EXPANSION JOINT
 DL4425'AND 2.1 M (6.9 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DL4425'
 DL4425'NOTE-THIS STATION IS CURRENTLY NOT SUITABLE FOR GPS OBSERVATIONS DUE
 DL4425'TO TREES IN CLOSE PROXIMITY OF THE STATION TO THE WEST AND SOUTHWEST
 DL4425'EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4426 ***********************************************************************
 DL4426  DESIGNATION -  6Q55
 DL4426  PID         -  DL4426
 DL4426  STATE/COUNTY-  WI/BARRON
 DL4426  COUNTRY     -  US
 DL4426  USGS QUAD   -  CHETEK (2018)
 DL4426
 DL4426                         *CURRENT SURVEY CONTROL
 DL4426  ______________________________________________________________________
 DL4426* NAD 83(1986) POSITION- 45 20 12.4    (N) 091 39 13.0    (W)   HD_HELD2
 DL4426* NAVD 88 ORTHO HEIGHT -   323.177 (meters)     1060.29  (feet) ADJUSTED
 DL4426  ______________________________________________________________________
 DL4426  GEOID HEIGHT    -        -30.342 (meters)                     GEOID18
 DL4426  DYNAMIC HEIGHT  -        323.156 (meters)     1060.22  (feet) COMP
 DL4426  MODELED GRAVITY -    980,541.1   (mgal)                       NAVD 88
 DL4426
 DL4426  VERT ORDER      -  SECOND    CLASS I
 DL4426
 DL4426.The horizontal coordinates were established by autonomous hand held GPS
 DL4426.observations and have an estimated accuracy of +/- 10 meters.
 DL4426
 DL4426.The orthometric height was determined by differential leveling and
 DL4426.adjusted by the WI DEPT OF TRANSP
 DL4426.in May 2012.
 DL4426
 DL4426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4426.GEOID18 height accuracy estimate available here.
 DL4426
 DL4426.Click photographs - Photos may exist for this station.
 DL4426
 DL4426.The dynamic height is computed by dividing the NAVD 88
 DL4426.geopotential number by the normal gravity value computed on the
 DL4426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4426.degrees latitude (g = 980.6199 gals.).
 DL4426
 DL4426.The modeled gravity was interpolated from observed gravity values.
 DL4426
 DL4426;                    North         East    Units  Estimated Accuracy
 DL4426;SPC WI C     -   168,385.      470,397.      MT  (+/- 10 meters HH2 GPS)
 DL4426
 DL4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0549221244(NAD 83)
 DL4426
 DL4426                          SUPERSEDED SURVEY CONTROL
 DL4426
 DL4426.No superseded survey control is available for this station.
 DL4426
 DL4426_MARKER: DD = SURVEY DISK
 DL4426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4426_STAMPING: 6Q55 2006
 DL4426_MARK LOGO: WIDT
 DL4426_PROJECTION: FLUSH
 DL4426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4426+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 DL4426
 DL4426  HISTORY     - Date     Condition        Report By
 DL4426  HISTORY     - 2005     MONUMENTED       WIDT
 DL4426  HISTORY     - 20070917 GOOD             WIDT
 DL4426
 DL4426                          STATION DESCRIPTION
 DL4426
 DL4426'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4426'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHEAST OF DALLAS, 9.4
 DL4426'MI (15.1 KM) SOUTHWEST OF STRICKLAND AND 1.6 MI (2.6 KM) NORTH OF
 DL4426'CHETEK.
 DL4426'
 DL4426'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D AND COUNTY
 DL4426'HIGHWAY SS WITH COUNTY HIGHWAY M AND COUNTY HIGHWAY D (INTERSECTION OF
 DL4426'DALLAS STREET WITH SECOND STREET) ON THE NORTH SIDE OF THE CITY OF
 DL4426'CHETEK, GO NORTH ON COUNTY HIGHWAY M AND COUNTY HIGHWAY D FOR 0.4 MI
 DL4426'(0.6 KM) TO COUNTY HIGHWAY D ( PINE GROVE AVENUE) ON THE RIGHT.
 DL4426'CONTINUE NORTH ON COUNTY HIGHWAY M FOR 0.6 MI (1.0 KM) TO PRAIRIE LAKE
 DL4426'PUBLIC ACCESS ROAD ON THE LEFT AND A PRIVATE ENTRANCE NUMBER 885 ON
 DL4426'THE RIGHT.  CONTINUE NORTH ON COUNTY HIGHWAY M FOR 0.1 MI (0.2 KM) TO
 DL4426'THE STATION ON THE RIGHT.
 DL4426'
 DL4426'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4426'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4426'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DL4426'HIGHWAY PAVEMENT, 10.7 M (35.1 FT) EAST OF THE CENTERLINE OF COUNTY
 DL4426'HIGHWAY M, 83.4 M (273.6 FT) NORTH OF THE EXTENDED CENTER OF PRIVATE
 DL4426'ENTRANCE NUMBER 898, 65.7 M (215.6 FT) NORTH OF TELEPHONE PEDESTAL
 DL4426'NUMBER 3C-19B-1-20, 40.9 M (134.2 FT) SOUTHEAST OF AN ORANGE OVER
 DL4426'WHITE FIBER OPTIC CABLE WARNING POST, 2 M (6.6 FT) WEST OF A
 DL4426'CULTIVATED FIELD AND 1.0 M (3.3 FT) NORTH AND SOUTH OF A WHITE PLASTIC
 DL4426'WITNESS POST.
 DL4426'
 DL4426'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4426'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4428 ***********************************************************************
 DL4428  DESIGNATION -  6Q56
 DL4428  PID         -  DL4428
 DL4428  STATE/COUNTY-  WI/BARRON
 DL4428  COUNTRY     -  US
 DL4428  USGS QUAD   -  RICE LAKE SOUTH (2018)
 DL4428
 DL4428                         *CURRENT SURVEY CONTROL
 DL4428  ______________________________________________________________________
 DL4428* NAD 83(1986) POSITION- 45 22 56.1    (N) 091 39 09.1    (W)   HD_HELD2
 DL4428* NAVD 88 ORTHO HEIGHT -   329.958 (meters)     1082.54  (feet) ADJUSTED
 DL4428  ______________________________________________________________________
 DL4428  GEOID HEIGHT    -        -30.301 (meters)                     GEOID18
 DL4428  DYNAMIC HEIGHT  -        329.936 (meters)     1082.46  (feet) COMP
 DL4428  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DL4428
 DL4428  VERT ORDER      -  SECOND    CLASS I
 DL4428
 DL4428.The horizontal coordinates were established by autonomous hand held GPS
 DL4428.observations and have an estimated accuracy of +/- 10 meters.
 DL4428
 DL4428.The orthometric height was determined by differential leveling and
 DL4428.adjusted by the WI DEPT OF TRANSP
 DL4428.in May 2012.
 DL4428
 DL4428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4428.GEOID18 height accuracy estimate available here.
 DL4428
 DL4428.Click photographs - Photos may exist for this station.
 DL4428
 DL4428.The dynamic height is computed by dividing the NAVD 88
 DL4428.geopotential number by the normal gravity value computed on the
 DL4428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4428.degrees latitude (g = 980.6199 gals.).
 DL4428
 DL4428.The modeled gravity was interpolated from observed gravity values.
 DL4428
 DL4428;                    North         East    Units  Estimated Accuracy
 DL4428;SPC WI C     -   173,436.      470,584.      MT  (+/- 10 meters HH2 GPS)
 DL4428
 DL4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0549226298(NAD 83)
 DL4428
 DL4428                          SUPERSEDED SURVEY CONTROL
 DL4428
 DL4428.No superseded survey control is available for this station.
 DL4428
 DL4428_MARKER: DD = SURVEY DISK
 DL4428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4428_STAMPING: 6Q56 2006
 DL4428_MARK LOGO: WIDT
 DL4428_PROJECTION: FLUSH
 DL4428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4428+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 DL4428
 DL4428  HISTORY     - Date     Condition        Report By
 DL4428  HISTORY     - 2005     MONUMENTED       WIDT
 DL4428  HISTORY     - 20070917 GOOD             WIDT
 DL4428
 DL4428                          STATION DESCRIPTION
 DL4428
 DL4428'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4428'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTH-SOUTHEAST OF RICE
 DL4428'LAKE, 7.4 MI (11.9 KM) WEST-SOUTHWEST OF STRICKLAND AND 4.7 MI (7.6
 DL4428'KM) NORTH OF CHETEK.
 DL4428'
 DL4428'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DL4428'HIGHWAY M ABOUT 4 MI (6.4 KM) EAST OF THE VILLAGE OF CAMERON, GO SOUTH
 DL4428'ON COUNTY HIGHWAY M FOR 1.5 MI (2.4 KM) TO 12 3/4 AVENUE ON THE RIGHT.
 DL4428'CONTINUE SOUTH ON COUNTY HIGHWAY M FOR 0.2 MI (0.3 KM) TO THE STATION
 DL4428'ON THE RIGHT.
 DL4428'
 DL4428'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4428'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4428'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4428'1.0 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT, 15.2 M (49.9 FT)
 DL4428'WEST-SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY M, 55.4 M (181.8
 DL4428'FT) SOUTH-SOUTHEAST OF THE EXTENDED CENTER OF PRIVATE ENTRANCE NUMBER
 DL4428'1227, 47.6 M (156.2 FT) NORTHWEST OF THE CENTER OF THE PAVED ENTRANCE
 DL4428'TO SUMNER CEMETERY, 32.7 M (107.3 FT) SOUTH-SOUTHEAST OF TELEPHONE
 DL4428'PEDESTAL NUMBER 4Q2, 10.6 M (34.8 FT) SOUTHEAST OF A METAL
 DL4428'RIGHT-OF-WAY POST AND 1.0 M (3.3 FT) WEST, NORTHEAST AND SOUTHEAST OF
 DL4428'A WHITE PLASTIC WITNESS POST.
 DL4428'
 DL4428'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4428'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4352 ***********************************************************************
 DL4352  DESIGNATION -  6R01
 DL4352  PID         -  DL4352
 DL4352  STATE/COUNTY-  WI/CHIPPEWA
 DL4352  COUNTRY     -  US
 DL4352  USGS QUAD   -  BLOOMER (2018)
 DL4352
 DL4352                         *CURRENT SURVEY CONTROL
 DL4352  ______________________________________________________________________
 DL4352* NAD 83(1986) POSITION- 45 00 33.2    (N) 091 23 15.2    (W)   HD_HELD2
 DL4352* NAVD 88 ORTHO HEIGHT -   289.635 (meters)      950.24  (feet) ADJUSTED
 DL4352  ______________________________________________________________________
 DL4352  GEOID HEIGHT    -        -30.913 (meters)                     GEOID18
 DL4352  DYNAMIC HEIGHT  -        289.609 (meters)      950.16  (feet) COMP
 DL4352  MODELED GRAVITY -    980,517.2   (mgal)                       NAVD 88
 DL4352
 DL4352  VERT ORDER      -  SECOND    CLASS I
 DL4352
 DL4352.The horizontal coordinates were established by autonomous hand held GPS
 DL4352.observations and have an estimated accuracy of +/- 10 meters.
 DL4352
 DL4352.The orthometric height was determined by differential leveling and
 DL4352.adjusted by the WI DEPT OF TRANSP
 DL4352.in May 2012.
 DL4352
 DL4352.No vertical observational check was made to the station.
 DL4352
 DL4352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4352.GEOID18 height accuracy estimate available here.
 DL4352
 DL4352.Click photographs - Photos may exist for this station.
 DL4352
 DL4352.The dynamic height is computed by dividing the NAVD 88
 DL4352.geopotential number by the normal gravity value computed on the
 DL4352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4352.degrees latitude (g = 980.6199 gals.).
 DL4352
 DL4352.The modeled gravity was interpolated from observed gravity values.
 DL4352
 DL4352;                    North         East    Units  Estimated Accuracy
 DL4352;SPC WI C     -   131,598.      490,625.      MT  (+/- 10 meters HH2 GPS)
 DL4352
 DL4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2706485239(NAD 83)
 DL4352
 DL4352                          SUPERSEDED SURVEY CONTROL
 DL4352
 DL4352.No superseded survey control is available for this station.
 DL4352
 DL4352_MARKER: DD = SURVEY DISK
 DL4352_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4352_SP_SET: BRIDGE PARAPET WALL
 DL4352_STAMPING: 6R01 2006
 DL4352_MARK LOGO: WIDT
 DL4352_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4352+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DL4352
 DL4352  HISTORY     - Date     Condition        Report By
 DL4352  HISTORY     - 2005     MONUMENTED       WIDT
 DL4352  HISTORY     - 20070829 GOOD             WIDT
 DL4352
 DL4352                          STATION DESCRIPTION
 DL4352
 DL4352'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4352'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF LAKE
 DL4352'WISSOTA, 6.1 MI (9.8 KM) WEST-SOUTHWEST OF JIM FALLS AND 5.0 MI (8.0
 DL4352'KM) NORTH OF CHIPPEWA FALLS.
 DL4352'
 DL4352'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 124 WITH
 DL4352'COUNTY HIGHWAY B ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF CHIPPEWA
 DL4352'FALLS, GO NORTH ON STATE HIGHWAY 124 FOR 0.8 MI (1.3 KM) TO THE CENTER
 DL4352'OF A BRIDGE OVER THE UNION PACIFIC RAILROAD TRACKS.  CONTINUE NORTH ON
 DL4352'STATE HIGHWAY 124 FOR 0.15 MI (0.2 KM) TO A BRIDGE OVER O'NEIL CREEK
 DL4352'AND THE STATION ON THE LEFT.
 DL4352'
 DL4352'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4352'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE ON TOP OF THE
 DL4352'NORTH END OF THE WEST PARAPET WALL OF BRIDGE NUMBER B-9-107-79,
 DL4352'APPROXIMATELY 0.9 M (3.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT, 6.5 M
 DL4352'(21.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 124, 2.0 M (6.6 FT)
 DL4352'NORTH OF THE BRIDGE EXPANSION JOINT, 5-CM (2 INCH) ABOVE THE SOUTH END
 DL4352'OF THE NORTHWEST GUARD RAIL AND 1.4 M (4.6 FT) SOUTHEAST OF A WHITE
 DL4352'PLASTIC WITNESS POST.
 DL4352'
 DL4352'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 DL4352'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4353 ***********************************************************************
 DL4353  DESIGNATION -  6R02
 DL4353  PID         -  DL4353
 DL4353  STATE/COUNTY-  WI/CHIPPEWA
 DL4353  COUNTRY     -  US
 DL4353  USGS QUAD   -  BLOOMER (2018)
 DL4353
 DL4353                         *CURRENT SURVEY CONTROL
 DL4353  ______________________________________________________________________
 DL4353* NAD 83(1986) POSITION- 45 02 06.3    (N) 091 23 18.5    (W)   HD_HELD2
 DL4353* NAVD 88 ORTHO HEIGHT -   295.967 (meters)      971.02  (feet) ADJUSTED
 DL4353  ______________________________________________________________________
 DL4353  GEOID HEIGHT    -        -30.868 (meters)                     GEOID18
 DL4353  DYNAMIC HEIGHT  -        295.940 (meters)      970.93  (feet) COMP
 DL4353  MODELED GRAVITY -    980,518.6   (mgal)                       NAVD 88
 DL4353
 DL4353  VERT ORDER      -  SECOND    CLASS I
 DL4353
 DL4353.The horizontal coordinates were established by autonomous hand held GPS
 DL4353.observations and have an estimated accuracy of +/- 10 meters.
 DL4353
 DL4353.The orthometric height was determined by differential leveling and
 DL4353.adjusted by the WI DEPT OF TRANSP
 DL4353.in May 2012.
 DL4353
 DL4353.No vertical observational check was made to the station.
 DL4353
 DL4353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4353.GEOID18 height accuracy estimate available here.
 DL4353
 DL4353.Click photographs - Photos may exist for this station.
 DL4353
 DL4353.The dynamic height is computed by dividing the NAVD 88
 DL4353.geopotential number by the normal gravity value computed on the
 DL4353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4353.degrees latitude (g = 980.6199 gals.).
 DL4353
 DL4353.The modeled gravity was interpolated from observed gravity values.
 DL4353
 DL4353;                    North         East    Units  Estimated Accuracy
 DL4353;SPC WI C     -   134,473.      490,602.      MT  (+/- 10 meters HH2 GPS)
 DL4353
 DL4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2693588110(NAD 83)
 DL4353
 DL4353                          SUPERSEDED SURVEY CONTROL
 DL4353
 DL4353.No superseded survey control is available for this station.
 DL4353
 DL4353_MARKER: DD = SURVEY DISK
 DL4353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4353_STAMPING: 6R02 2006
 DL4353_MARK LOGO: WIDT
 DL4353_PROJECTION: FLUSH
 DL4353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4353+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DL4353
 DL4353  HISTORY     - Date     Condition        Report By
 DL4353  HISTORY     - 2005     MONUMENTED       WIDT
 DL4353  HISTORY     - 20070829 GOOD             WIDT
 DL4353
 DL4353                          STATION DESCRIPTION
 DL4353
 DL4353'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4353'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF CHIPPEWA FALLS,
 DL4353'6.7 MI (10.8 KM) SOUTHEAST OF BLOOMER AND 5.7 MI (9.2 KM) WEST OF JIM
 DL4353'FALLS.
 DL4353'
 DL4353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 124 WITH
 DL4353'COUNTY HIGHWAY Y ABOUT 5 MI (8.0 KM) SOUTHEAST OF THE CITY OF BLOOMER,
 DL4353'GO SOUTH ON STATE HIGHWAY 124 FOR 1.2 MI (1.9 KM) TO THE STATION ON
 DL4353'THE LEFT.
 DL4353'
 DL4353'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4353'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4353'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3
 DL4353'FT) LOWER THAN THE HIGHWAY PAVEMENT, 9.4 M (30.8 FT) EAST OF THE
 DL4353'CENTERLINE OF STATE HIGHWAY 124, 0.7 MI (1.1 KM) SOUTH OF 140TH
 DL4353'AVENUE, 0.25 MI (0.4 KM) NORTH OF 130TH AVENUE, APPROXIMATELY 136 M
 DL4353'(446.2 FT) SOUTH OF PRIVATE ENTRANCE NUMBER 13345, 48.5 M (159.1 FT)
 DL4353'SOUTHEAST OF POWER POLE NUMBER 8814EE140 WITH THREE TRANSFORMERS, 40.5
 DL4353'M (132.9 FT) NORTHEAST OF POWER POLE NUMBER 8814EE139, 1.6 M (5.2 FT)
 DL4353'NORTHWEST OF A YELLOW 10-CM DIAMETER STEEL POST AND 1.0 M (3.3 FT)
 DL4353'EAST, NORTHWEST AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4353'
 DL4353'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4353'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4354 ***********************************************************************
 DL4354  DESIGNATION -  6R03
 DL4354  PID         -  DL4354
 DL4354  STATE/COUNTY-  WI/CHIPPEWA
 DL4354  COUNTRY     -  US
 DL4354  USGS QUAD   -  BLOOMER (2018)
 DL4354
 DL4354                         *CURRENT SURVEY CONTROL
 DL4354  ______________________________________________________________________
 DL4354* NAD 83(1986) POSITION- 45 03 48.56   (N) 091 23 21.64   (W)   HD_HELD1
 DL4354* NAVD 88 ORTHO HEIGHT -   299.424 (meters)      982.36  (feet) ADJUSTED
 DL4354  ______________________________________________________________________
 DL4354  GEOID HEIGHT    -        -30.828 (meters)                     GEOID18
 DL4354  DYNAMIC HEIGHT  -        299.397 (meters)      982.27  (feet) COMP
 DL4354  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 DL4354
 DL4354  VERT ORDER      -  SECOND    CLASS I
 DL4354
 DL4354.The horizontal coordinates were determined by differentially corrected
 DL4354.hand held GPS observations or other comparable positioning techniques
 DL4354.and have an estimated accuracy of +/- 3 meters.
 DL4354
 DL4354.The orthometric height was determined by differential leveling and
 DL4354.adjusted by the WI DEPT OF TRANSP
 DL4354.in May 2012.
 DL4354
 DL4354.No vertical observational check was made to the station.
 DL4354
 DL4354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4354.GEOID18 height accuracy estimate available here.
 DL4354
 DL4354.Click photographs - Photos may exist for this station.
 DL4354
 DL4354.The dynamic height is computed by dividing the NAVD 88
 DL4354.geopotential number by the normal gravity value computed on the
 DL4354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4354.degrees latitude (g = 980.6199 gals.).
 DL4354
 DL4354.The modeled gravity was interpolated from observed gravity values.
 DL4354
 DL4354;                    North         East    Units  Estimated Accuracy
 DL4354;SPC WI C     -   137,630.4     490,586.9     MT  (+/- 3 meters HH1 GPS) 
 DL4354
 DL4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2680491265(NAD 83)
 DL4354
 DL4354                          SUPERSEDED SURVEY CONTROL
 DL4354
 DL4354.No superseded survey control is available for this station.
 DL4354
 DL4354_MARKER: DD = SURVEY DISK
 DL4354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4354_SP_SET: BRIDGE ABUTMENT
 DL4354_STAMPING: 6R03 2006
 DL4354_MARK LOGO: WIDT
 DL4354_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4354+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DL4354
 DL4354  HISTORY     - Date     Condition        Report By
 DL4354  HISTORY     - 2005     MONUMENTED       WIDT
 DL4354  HISTORY     - 20070828 GOOD             WIDT
 DL4354
 DL4354                          STATION DESCRIPTION
 DL4354
 DL4354'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4354'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH OF CHIPPEWA FALLS,
 DL4354'5.8 MI (9.3 KM) WEST-NORTHWEST OF JIM FALLS AND 5.5 MI (8.8 KM)
 DL4354'EAST-SOUTHEAST OF BLOOMER.
 DL4354'
 DL4354'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 124 WITH
 DL4354'COUNTY HIGHWAY Y ABOUT 5 MI (8.0 KM) SOUTHEAST OF THE CITY OF BLOOMER,
 DL4354'GO NORTH ON STATE HIGHWAY 124 FOR 0.7 MI (1.1 KM) TO A BRIDGE OVER
 DL4354'O'NEIL CREEK AND THE STATION ON THE LEFT.
 DL4354'
 DL4354'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4354'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4354'THE WEST END OF THE SOUTH ABUTMENT OF BRIDGE NUMBER B-9-124-87, ABOUT
 DL4354'LEVEL WITH THE HIGHWAY PAVEMENT, 6.1 M (20.0 FT) WEST OF THE
 DL4354'CENTERLINE OF STATE HIGHWAY 124, 46.5 M (152.6 FT) NORTH OF A SPEED
 DL4354'LIMIT 35 SIGN POST, 24-CM (9 INCH) WEST OF THE METAL BRIDGE GUARD RAIL
 DL4354'AND 1.2 M (3.9 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4354'
 DL4354'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4354'DEGREES ABOVE THE HORIZON EXCEPT FOR A TIGER BOARD ATTACHED TO A METAL
 DL4354'POST WHICH EXTENDS TO ABOUT 6 FT (1.8 M) ABOVE THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4355 ***********************************************************************
 DL4355  DESIGNATION -  6R04
 DL4355  PID         -  DL4355
 DL4355  STATE/COUNTY-  WI/CHIPPEWA
 DL4355  COUNTRY     -  US
 DL4355  USGS QUAD   -  BLOOMER (2018)
 DL4355
 DL4355                         *CURRENT SURVEY CONTROL
 DL4355  ______________________________________________________________________
 DL4355* NAD 83(1986) POSITION- 45 05 33.3    (N) 091 23 19.5    (W)   HD_HELD2
 DL4355* NAVD 88 ORTHO HEIGHT -   308.620 (meters)     1012.53  (feet) ADJUSTED
 DL4355  ______________________________________________________________________
 DL4355  GEOID HEIGHT    -        -30.787 (meters)                     GEOID18
 DL4355  DYNAMIC HEIGHT  -        308.594 (meters)     1012.45  (feet) COMP
 DL4355  MODELED GRAVITY -    980,524.1   (mgal)                       NAVD 88
 DL4355
 DL4355  VERT ORDER      -  SECOND    CLASS I
 DL4355
 DL4355.The horizontal coordinates were established by autonomous hand held GPS
 DL4355.observations and have an estimated accuracy of +/- 10 meters.
 DL4355
 DL4355.The orthometric height was determined by differential leveling and
 DL4355.adjusted by the WI DEPT OF TRANSP
 DL4355.in May 2012.
 DL4355
 DL4355.No vertical observational check was made to the station.
 DL4355
 DL4355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4355.GEOID18 height accuracy estimate available here.
 DL4355
 DL4355.Click photographs - Photos may exist for this station.
 DL4355
 DL4355.The dynamic height is computed by dividing the NAVD 88
 DL4355.geopotential number by the normal gravity value computed on the
 DL4355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4355.degrees latitude (g = 980.6199 gals.).
 DL4355
 DL4355.The modeled gravity was interpolated from observed gravity values.
 DL4355
 DL4355;                    North         East    Units  Estimated Accuracy
 DL4355;SPC WI C     -   140,862.      490,689.      MT  (+/- 10 meters HH2 GPS)
 DL4355
 DL4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2678694498(NAD 83)
 DL4355
 DL4355                          SUPERSEDED SURVEY CONTROL
 DL4355
 DL4355.No superseded survey control is available for this station.
 DL4355
 DL4355_MARKER: DD = SURVEY DISK
 DL4355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4355_STAMPING: 6R04 2006
 DL4355_MARK LOGO: WIDT
 DL4355_PROJECTION: FLUSH
 DL4355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4355+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DL4355
 DL4355  HISTORY     - Date     Condition        Report By
 DL4355  HISTORY     - 2005     MONUMENTED       WIDT
 DL4355  HISTORY     - 20070828 GOOD             WIDT
 DL4355
 DL4355                          STATION DESCRIPTION
 DL4355
 DL4355'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4355'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTH OF CHIPPEWA
 DL4355'FALLS, 6.5 MI (10.5 KM) WEST-NORTHWEST OF JIM FALLS AND 4.9 MI (7.9
 DL4355'KM) EAST OF BLOOMER.
 DL4355'
 DL4355'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 124 WITH
 DL4355'COUNTY HIGHWAY SS APPROXIMATELY 4.5 MI (7.2 KM) EAST OF THE CITY OF
 DL4355'BLOOMER, GO NORTH ON STATE HIGHWAY 124 FOR 0.2 MI (0.3 KM) TO THE
 DL4355'STATION ON THE RIGHT.
 DL4355'
 DL4355'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4355'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4355'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M
 DL4355'(1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT, 10.7 M (35.1 FT) EAST OF THE
 DL4355'CENTERLINE OF STATE HIGHWAY 124, 85.5 M (280.5 FT) NORTH-NORTHEAST OF
 DL4355'A JUNCTION COUNTY SS SIGN POST, 54.4 M (178.5 FT) SOUTH OF AN ORANGE
 DL4355'WARNING BURIED FIBER OPTIC CABLE SIGN POST, 52.5 M (172.2 FT)
 DL4355'SOUTHEAST OF A WOOD CORNER FENCE POST, 48 M (157.5 FT) SOUTH OF A
 DL4355'FIELD ENTRANCE, 2 M (6.6 FT) WEST OF A CULTIVATED FIELD AND 1.0 M (3.3
 DL4355'FT) EAST, NORTHWEST AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4355'
 DL4355'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4355'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4419 ***********************************************************************
 DL4419  DESIGNATION -  6R05
 DL4419  PID         -  DL4419
 DL4419  STATE/COUNTY-  WI/CHIPPEWA
 DL4419  COUNTRY     -  US
 DL4419  USGS QUAD   -  BOB LAKE (2018)
 DL4419
 DL4419                         *CURRENT SURVEY CONTROL
 DL4419  ______________________________________________________________________
 DL4419* NAD 83(1986) POSITION- 45 09 15.1    (N) 091 18 05.6    (W)   HD_HELD2
 DL4419* NAVD 88 ORTHO HEIGHT -   327.861 (meters)     1075.66  (feet) ADJUSTED
 DL4419  ______________________________________________________________________
 DL4419  GEOID HEIGHT    -        -30.651 (meters)                     GEOID18
 DL4419  DYNAMIC HEIGHT  -        327.837 (meters)     1075.58  (feet) COMP
 DL4419  MODELED GRAVITY -    980,533.2   (mgal)                       NAVD 88
 DL4419
 DL4419  VERT ORDER      -  SECOND    CLASS I
 DL4419
 DL4419.The horizontal coordinates were established by autonomous hand held GPS
 DL4419.observations and have an estimated accuracy of +/- 10 meters.
 DL4419
 DL4419.The orthometric height was determined by differential leveling and
 DL4419.adjusted by the WI DEPT OF TRANSP
 DL4419.in May 2012.
 DL4419
 DL4419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4419.GEOID18 height accuracy estimate available here.
 DL4419
 DL4419.Click photographs - Photos may exist for this station.
 DL4419
 DL4419.The dynamic height is computed by dividing the NAVD 88
 DL4419.geopotential number by the normal gravity value computed on the
 DL4419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4419.degrees latitude (g = 980.6199 gals.).
 DL4419
 DL4419.The modeled gravity was interpolated from observed gravity values.
 DL4419
 DL4419;                    North         East    Units  Estimated Accuracy
 DL4419;SPC WI C     -   147,595.      497,661.      MT  (+/- 10 meters HH2 GPS)
 DL4419
 DL4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3350301482(NAD 83)
 DL4419
 DL4419                          SUPERSEDED SURVEY CONTROL
 DL4419
 DL4419.No superseded survey control is available for this station.
 DL4419
 DL4419_MARKER: DD = SURVEY DISK
 DL4419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4419_STAMPING: 6R05 2006
 DL4419_MARK LOGO: WIDT
 DL4419_PROJECTION: FLUSH
 DL4419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4419+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2008
 DL4419
 DL4419  HISTORY     - Date     Condition        Report By
 DL4419  HISTORY     - 2005     MONUMENTED       WIDT
 DL4419  HISTORY     - 20080805 GOOD             WIDT
 DL4419
 DL4419                          STATION DESCRIPTION
 DL4419
 DL4419'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4419'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF CRESCENT,
 DL4419'7.7 MI (12.4 KM) NORTH OF JIM FALLS AND 7.5 MI (12.1 KM) WEST OF
 DL4419'CORNELL.
 DL4419'
 DL4419'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DL4419'HIGHWAY E APPROXIMATELY 8 MI (12.9 KM) SOUTHWEST OF THE CITY OF
 DL4419'CORNELL, GO NORTH ON COUNTY HIGHWAY E FOR 1.73 MI (2.8 KM) TO THE
 DL4419'STATION ON THE RIGHT.
 DL4419'
 DL4419'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4419'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4419'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4419'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) HIGHER THAN THE HIGHWAY
 DL4419'PAVEMENT, 11.4 M (37.4 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DL4419'HIGHWAY E, 99.5 M (326.4 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 DL4419'215TH AVENUE, 93.5 M (306.8 FT) NORTHEAST OF A RIGHT CURVE AHEAD 35
 DL4419'MPH SIGN POST, 85.0 M (278.9 FT) SOUTHWEST OF TELEPHONE PEDESTAL
 DL4419'NUMBER 1620-5, 34.1 M (111.9 FT) NORTHEAST OF AN ORANGE WARNING BURIED
 DL4419'CABLE SIGN POST, 5.8 M (19.0 FT) NORTHEAST OF THE CENTERLINE OF A
 DL4419'FIELD ENTRANCE AND 1.0 M (3.3 FT) SOUTHEAST, 1.0 M (3.3 FT) WEST AND
 DL4419'1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4419'
 DL4419'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4419'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4418 ***********************************************************************
 DL4418  DESIGNATION -  6R06
 DL4418  PID         -  DL4418
 DL4418  STATE/COUNTY-  WI/CHIPPEWA
 DL4418  COUNTRY     -  US
 DL4418  USGS QUAD   -  BOB LAKE (2018)
 DL4418
 DL4418                         *CURRENT SURVEY CONTROL
 DL4418  ______________________________________________________________________
 DL4418* NAD 83(1986) POSITION- 45 10 18.5    (N) 091 16 51.2    (W)   HD_HELD2
 DL4418* NAVD 88 ORTHO HEIGHT -   355.528 (meters)     1166.43  (feet) ADJUSTED
 DL4418  ______________________________________________________________________
 DL4418  GEOID HEIGHT    -        -30.614 (meters)                     GEOID18
 DL4418  DYNAMIC HEIGHT  -        355.502 (meters)     1166.34  (feet) COMP
 DL4418  MODELED GRAVITY -    980,535.7   (mgal)                       NAVD 88
 DL4418
 DL4418  VERT ORDER      -  SECOND    CLASS I
 DL4418
 DL4418.The horizontal coordinates were established by autonomous hand held GPS
 DL4418.observations and have an estimated accuracy of +/- 10 meters.
 DL4418
 DL4418.The orthometric height was determined by differential leveling and
 DL4418.adjusted by the WI DEPT OF TRANSP
 DL4418.in May 2012.
 DL4418
 DL4418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4418.GEOID18 height accuracy estimate available here.
 DL4418
 DL4418.Click photographs - Photos may exist for this station.
 DL4418
 DL4418.The dynamic height is computed by dividing the NAVD 88
 DL4418.geopotential number by the normal gravity value computed on the
 DL4418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4418.degrees latitude (g = 980.6199 gals.).
 DL4418
 DL4418.The modeled gravity was interpolated from observed gravity values.
 DL4418
 DL4418;                    North         East    Units  Estimated Accuracy
 DL4418;SPC WI C     -   149,526.      499,317.      MT  (+/- 10 meters HH2 GPS)
 DL4418
 DL4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3508603473(NAD 83)
 DL4418
 DL4418                          SUPERSEDED SURVEY CONTROL
 DL4418
 DL4418.No superseded survey control is available for this station.
 DL4418
 DL4418_MARKER: DD = SURVEY DISK
 DL4418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4418_STAMPING: 6R06 2006
 DL4418_MARK LOGO: WIDT
 DL4418_PROJECTION: FLUSH
 DL4418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4418+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2008
 DL4418
 DL4418  HISTORY     - Date     Condition        Report By
 DL4418  HISTORY     - 2005     MONUMENTED       WIDT
 DL4418  HISTORY     - 20080805 GOOD             WIDT
 DL4418
 DL4418                          STATION DESCRIPTION
 DL4418
 DL4418'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4418'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-SOUTHWEST OF
 DL4418'HOLCOMBE, 8.7 MI (14.0 KM) NORTH OF JIM FALLS AND 6.4 MI (10.3 KM)
 DL4418'WEST OF CORNELL.
 DL4418'
 DL4418'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DL4418'HIGHWAY E APPROXIMATELY 8 MI (12.9 KM) SOUTHWEST OF THE CITY OF
 DL4418'CORNELL, GO NORTH ON COUNTY HIGHWAY E FOR 3.4 MI (5.5 KM) TO COUNTY
 DL4418'HIGHWAY Z RIGHT.  CONTINUE NORTH ON COUNTY HIGHWAY E FOR 0.1 MI (0.2
 DL4418'KM) TO THE STATION ON THE LEFT.
 DL4418'
 DL4418'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4418'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4418'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4418'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE HIGHWAY
 DL4418'PAVEMENT, 7.7 M (25.3 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY E,
 DL4418'87.5 M (287.1 FT) NORTH-NORTHWEST OF A CURVES AHEAD NEXT 6 MI (9.7 KM)
 DL4418'SIGN POST, 57.4 M (188.3 FT) SOUTH OF A JUNCTION COUNTY Z SIGN POST,
 DL4418'3.0 M (9.8 FT) EAST OF A WIRE FENCE AND 1.0 M (3.3 FT) WEST, 1.0 M
 DL4418'(3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC
 DL4418'WITNESS POSTS.
 DL4418'
 DL4418'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4418'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4417 ***********************************************************************
 DL4417  DESIGNATION -  6R07
 DL4417  PID         -  DL4417
 DL4417  STATE/COUNTY-  WI/CHIPPEWA
 DL4417  COUNTRY     -  US
 DL4417  USGS QUAD   -  BOB LAKE (2018)
 DL4417
 DL4417                         *CURRENT SURVEY CONTROL
 DL4417  ______________________________________________________________________
 DL4417* NAD 83(1986) POSITION- 45 11 43.8    (N) 091 16 43.1    (W)   HD_HELD2
 DL4417* NAVD 88 ORTHO HEIGHT -   373.009 (meters)     1223.78  (feet) ADJUSTED
 DL4417  ______________________________________________________________________
 DL4417  GEOID HEIGHT    -        -30.559 (meters)                     GEOID18
 DL4417  DYNAMIC HEIGHT  -        372.984 (meters)     1223.70  (feet) COMP
 DL4417  MODELED GRAVITY -    980,538.3   (mgal)                       NAVD 88
 DL4417
 DL4417  VERT ORDER      -  SECOND    CLASS I
 DL4417
 DL4417.The horizontal coordinates were established by autonomous hand held GPS
 DL4417.observations and have an estimated accuracy of +/- 10 meters.
 DL4417
 DL4417.The orthometric height was determined by differential leveling and
 DL4417.adjusted by the WI DEPT OF TRANSP
 DL4417.in May 2012.
 DL4417
 DL4417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4417.GEOID18 height accuracy estimate available here.
 DL4417
 DL4417.Click photographs - Photos may exist for this station.
 DL4417
 DL4417.The dynamic height is computed by dividing the NAVD 88
 DL4417.geopotential number by the normal gravity value computed on the
 DL4417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4417.degrees latitude (g = 980.6199 gals.).
 DL4417
 DL4417.The modeled gravity was interpolated from observed gravity values.
 DL4417
 DL4417;                    North         East    Units  Estimated Accuracy
 DL4417;SPC WI C     -   152,156.      499,535.      MT  (+/- 10 meters HH2 GPS)
 DL4417
 DL4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3520706109(NAD 83)
 DL4417
 DL4417                          SUPERSEDED SURVEY CONTROL
 DL4417
 DL4417.No superseded survey control is available for this station.
 DL4417
 DL4417_MARKER: DD = SURVEY DISK
 DL4417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4417_STAMPING: 6R07 2006
 DL4417_MARK LOGO: WIDT
 DL4417_PROJECTION: FLUSH
 DL4417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4417+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2008
 DL4417
 DL4417  HISTORY     - Date     Condition        Report By
 DL4417  HISTORY     - 2005     MONUMENTED       WIDT
 DL4417  HISTORY     - 20080805 GOOD             WIDT
 DL4417
 DL4417                          STATION DESCRIPTION
 DL4417
 DL4417'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4417'THE STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) NORTH OF JIM FALLS, 8.1
 DL4417'MI (13.0 KM) WEST-SOUTHWEST OF HOLCOMBE AND 6.6 MI (10.6 KM)
 DL4417'WEST-NORTHWEST OF CORNELL.
 DL4417'
 DL4417'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E SOUTH WITH
 DL4417'COUNTY HIGHWAY M APPROXIMATELY 6 MI (9.7 KM) WEST OF THE COMMUNITY OF
 DL4417'HOLCOMBE, GO SOUTH ON COUNTY HIGHWAY E FOR 3.3 MI (5.3 KM) TO 243RD
 DL4417'AVENUE LEFT.  CONTINUE SOUTH ON COUNTY HIGHWAY E FOR 83 M (272.3 FT)
 DL4417'TO THE STATION ON THE RIGHT.
 DL4417'
 DL4417'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4417'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4417'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4417'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT,
 DL4417'8.2 M (26.9 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY E, 0.8 MI
 DL4417'(1.3 KM) NORTH OF 235TH AVENUE, 16.6 M (54.5 FT) NORTH OF THE
 DL4417'CENTERLINE OF PRIVATE ENTRANCE NUMBER 24158 AND 0.9 M (3.0 FT) WEST,
 DL4417'0.9 M (3.0 FT) SOUTHEAST AND 0.9 M (3.0 FT) NORTHEAST OF THREE WHITE
 DL4417'PLASTIC WITNESS POSTS.
 DL4417'
 DL4417'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL QUADRANTS
 DL4417'EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4416 ***********************************************************************
 DL4416  DESIGNATION -  6R09
 DL4416  PID         -  DL4416
 DL4416  STATE/COUNTY-  WI/CHIPPEWA
 DL4416  COUNTRY     -  US
 DL4416  USGS QUAD   -  CORNELL (2018)
 DL4416
 DL4416                         *CURRENT SURVEY CONTROL
 DL4416  ______________________________________________________________________
 DL4416* NAD 83(1986) POSITION- 45 14 18.3    (N) 091 14 57.1    (W)   HD_HELD2
 DL4416* NAVD 88 ORTHO HEIGHT -   383.378 (meters)     1257.80  (feet) ADJUSTED
 DL4416  ______________________________________________________________________
 DL4416  GEOID HEIGHT    -        -30.512 (meters)                     GEOID18
 DL4416  DYNAMIC HEIGHT  -        383.354 (meters)     1257.72  (feet) COMP
 DL4416  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 DL4416
 DL4416  VERT ORDER      -  SECOND    CLASS I
 DL4416
 DL4416.The horizontal coordinates were established by autonomous hand held GPS
 DL4416.observations and have an estimated accuracy of +/- 10 meters.
 DL4416
 DL4416.The orthometric height was determined by differential leveling and
 DL4416.adjusted by the WI DEPT OF TRANSP
 DL4416.in May 2012.
 DL4416
 DL4416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4416.GEOID18 height accuracy estimate available here.
 DL4416
 DL4416.Click photographs - Photos may exist for this station.
 DL4416
 DL4416.The dynamic height is computed by dividing the NAVD 88
 DL4416.geopotential number by the normal gravity value computed on the
 DL4416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4416.degrees latitude (g = 980.6199 gals.).
 DL4416
 DL4416.The modeled gravity was interpolated from observed gravity values.
 DL4416
 DL4416;                    North         East    Units  Estimated Accuracy
 DL4416;SPC WI C     -   156,888.      501,922.      MT  (+/- 10 meters HH2 GPS)
 DL4416
 DL4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3741610927(NAD 83)
 DL4416
 DL4416                          SUPERSEDED SURVEY CONTROL
 DL4416
 DL4416.No superseded survey control is available for this station.
 DL4416
 DL4416_MARKER: DD = SURVEY DISK
 DL4416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4416_STAMPING: 6R09 2006
 DL4416_MARK LOGO: WIDT
 DL4416_PROJECTION: FLUSH
 DL4416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4416+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2008
 DL4416
 DL4416  HISTORY     - Date     Condition        Report By
 DL4416  HISTORY     - 2005     MONUMENTED       WIDT
 DL4416  HISTORY     - 20080806 GOOD             WIDT
 DL4416
 DL4416                          STATION DESCRIPTION
 DL4416
 DL4416'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4416'THE STATION IS LOCATED ABOUT 11.9 MI (19.1 KM) SOUTH OF THORNAPPLE,
 DL4416'6.9 MI (11.1 KM) NORTHWEST OF CORNELL AND 6.5 MI (10.5 KM) WEST OF
 DL4416'HOLCOMBE.
 DL4416'
 DL4416'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E SOUTH WITH
 DL4416'COUNTY HIGHWAY M APPROXIMATELY 6 MI (9.7 KM) WEST OF THE COMMUNITY OF
 DL4416'HOLCOMBE, GO NORTHWEST ON COUNTY HIGHWAY E AND COUNTY HIGHWAY M FOR
 DL4416'0.25 MI (0.4 KM) TO COUNTY HIGHWAY E RIGHT AND COUNTY HIGHWAY M AHEAD.
 DL4416'TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY E FOR 0.15 MI (0.2 KM) TO
 DL4416'THE STATION ON THE RIGHT.
 DL4416'
 DL4416'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4416'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4416'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4416'GROUND AND APPROXIMATELY 0.8 M (2.6 FT) LOWER THAN THE HIGHWAY
 DL4416'PAVEMENT, 9.6 M (31.5 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DL4416'HIGHWAY EAST, 81.5 M (267.4 FT) NORTHEAST OF A JUNCTION COUNTY M SIGN
 DL4416'POST, 16.0 M (52.5 FT) SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE,
 DL4416'0.4 M (1.3 FT) NORTHWEST OF A METAL FENCE AND 0.9 M (3.0 FT)
 DL4416'SOUTHEAST, 0.9 M (3.0 FT) NORTH AND 0.9 M (3.0 FT) SOUTHWEST OF THREE
 DL4416'WHITE PLASTIC WITNESS POSTS.
 DL4416'
 DL4416'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4416'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4968 ***********************************************************************
 DN4968  DESIGNATION -  6R46
 DN4968  PID         -  DN4968
 DN4968  STATE/COUNTY-  WI/RUSK
 DN4968  COUNTRY     -  US
 DN4968  USGS QUAD   -  WEYERHAEUSER (2018)
 DN4968
 DN4968                         *CURRENT SURVEY CONTROL
 DN4968  ______________________________________________________________________
 DN4968* NAD 83(1986) POSITION- 45 26 58.0    (N) 091 24 33.5    (W)   HD_HELD2
 DN4968* NAVD 88 ORTHO HEIGHT -   385.846 (meters)     1265.90  (feet) ADJUSTED
 DN4968  ______________________________________________________________________
 DN4968  GEOID HEIGHT    -        -30.184 (meters)                     GEOID18
 DN4968  DYNAMIC HEIGHT  -        385.825 (meters)     1265.83  (feet) COMP
 DN4968  MODELED GRAVITY -    980,550.4   (mgal)                       NAVD 88
 DN4968
 DN4968  VERT ORDER      -  SECOND    CLASS I
 DN4968
 DN4968.The horizontal coordinates were established by autonomous hand held GPS
 DN4968.observations and have an estimated accuracy of +/- 10 meters.
 DN4968
 DN4968.The orthometric height was determined by differential leveling and
 DN4968.adjusted by the WI DEPT OF TRANSP
 DN4968.in May 2012.
 DN4968
 DN4968.No vertical observational check was made to the station.
 DN4968
 DN4968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4968.GEOID18 height accuracy estimate available here.
 DN4968
 DN4968.Click photographs - Photos may exist for this station.
 DN4968
 DN4968.The dynamic height is computed by dividing the NAVD 88
 DN4968.geopotential number by the normal gravity value computed on the
 DN4968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4968.degrees latitude (g = 980.6199 gals.).
 DN4968
 DN4968.The modeled gravity was interpolated from observed gravity values.
 DN4968
 DN4968;                    North         East    Units  Estimated Accuracy
 DN4968;SPC WI C     -   180,543.      489,759.      MT  (+/- 10 meters HH2 GPS)
 DN4968
 DN4968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2438634110(NAD 83)
 DN4968
 DN4968                          SUPERSEDED SURVEY CONTROL
 DN4968
 DN4968.No superseded survey control is available for this station.
 DN4968
 DN4968_MARKER: DD = SURVEY DISK
 DN4968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4968_STAMPING: 6R46 2006
 DN4968_MARK LOGO: WIDT
 DN4968_PROJECTION: FLUSH
 DN4968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4968+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2009
 DN4968
 DN4968  HISTORY     - Date     Condition        Report By
 DN4968  HISTORY     - 2005     MONUMENTED       WIDT
 DN4968  HISTORY     - 20091014 GOOD             WIDT
 DN4968
 DN4968                          STATION DESCRIPTION
 DN4968
 DN4968'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4968'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DN4968'HIGHWAY F NORTH (NORTH SECOND STREET) ON THE WEST SIDE OF THE VILLAGE
 DN4968'OF WEYERHAEUSER, GO NORTHWEST ON COUNTY HIGHWAY F FOR 0.35 MI (0.6 KM)
 DN4968'TO CULVER AVENUE RIGHT.  TURN RIGHT AND GO NORTHEAST AND EAST ON
 DN4968'CULVER AVENUE AND THEN NORTH ON PIEPER ROAD FOR 0.7 MI (1.1 KM) TO
 DN4968'STILES ROAD RIGHT.  CONTINUE NORTH ON PIEPER ROAD FOR 1.2 MI (1.9 KM)
 DN4968'TO THE STATION ON THE RIGHT.
 DN4968'
 DN4968'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4968'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN4968'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4968'GROUND AND APPROXIMATELY 0.7 M (2.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN4968'
 DN4968'THE STATION IS 8.8 M (28.9 FT) EAST OF THE CENTERLINE OF PIEPER ROAD,
 DN4968'0.1 MI (0.2 KM) SOUTH OF PRIVATE ENTRANCE NUMBER N4526, 0.09 MI (0.1
 DN4968'KM) NORTH OF PRIVATE ENTRANCE NUMBER N4441, 49.2 M (161.4 FT) NORTH OF
 DN4968'THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 20.2 M (66.3 FT)
 DN4968'EAST-NORTHEAST OF POWER POLE NUMBER 6.27, 1.3 M (4.3 FT) WEST OF A
 DN4968'CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN4968'SURROUNDING THE STATION.
 DN4968'
 DN4968'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN4968'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4969 ***********************************************************************
 DN4969  DESIGNATION -  6R47
 DN4969  PID         -  DN4969
 DN4969  STATE/COUNTY-  WI/RUSK
 DN4969  COUNTRY     -  US
 DN4969  USGS QUAD   -  WEYERHAEUSER (2018)
 DN4969
 DN4969                         *CURRENT SURVEY CONTROL
 DN4969  ______________________________________________________________________
 DN4969* NAD 83(1986) POSITION- 45 27 46.8    (N) 091 25 07.4    (W)   HD_HELD2
 DN4969* NAVD 88 ORTHO HEIGHT -   430.688 (meters)     1413.02  (feet) ADJUSTED
 DN4969  ______________________________________________________________________
 DN4969  GEOID HEIGHT    -        -30.148 (meters)                     GEOID18
 DN4969  DYNAMIC HEIGHT  -        430.665 (meters)     1412.94  (feet) COMP
 DN4969  MODELED GRAVITY -    980,548.9   (mgal)                       NAVD 88
 DN4969
 DN4969  VERT ORDER      -  SECOND    CLASS I
 DN4969
 DN4969.The horizontal coordinates were established by autonomous hand held GPS
 DN4969.observations and have an estimated accuracy of +/- 10 meters.
 DN4969
 DN4969.The orthometric height was determined by differential leveling and
 DN4969.adjusted by the WI DEPT OF TRANSP
 DN4969.in May 2012.
 DN4969
 DN4969.No vertical observational check was made to the station.
 DN4969
 DN4969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4969.GEOID18 height accuracy estimate available here.
 DN4969
 DN4969.Click photographs - Photos may exist for this station.
 DN4969
 DN4969.The dynamic height is computed by dividing the NAVD 88
 DN4969.geopotential number by the normal gravity value computed on the
 DN4969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4969.degrees latitude (g = 980.6199 gals.).
 DN4969
 DN4969.The modeled gravity was interpolated from observed gravity values.
 DN4969
 DN4969;                    North         East    Units  Estimated Accuracy
 DN4969;SPC WI C     -   182,063.      489,049.      MT  (+/- 10 meters HH2 GPS)
 DN4969
 DN4969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2362035602(NAD 83)
 DN4969
 DN4969                          SUPERSEDED SURVEY CONTROL
 DN4969
 DN4969.No superseded survey control is available for this station.
 DN4969
 DN4969_MARKER: DD = SURVEY DISK
 DN4969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4969_STAMPING: 6R47 2006
 DN4969_MARK LOGO: WIDT
 DN4969_PROJECTION: FLUSH
 DN4969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4969+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2009
 DN4969
 DN4969  HISTORY     - Date     Condition        Report By
 DN4969  HISTORY     - 2005     MONUMENTED       WIDT
 DN4969  HISTORY     - 20091016 GOOD             WIDT
 DN4969
 DN4969                          STATION DESCRIPTION
 DN4969
 DN4969'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4969'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DN4969'HIGHWAY F NORTH (NORTH SECOND STREET) ON THE WEST SIDE OF THE VILLAGE
 DN4969'OF WEYERHAEUSER, GO NORTH ON COUNTY HIGHWAY F FOR 3.0 MI (4.8 KM) TO
 DN4969'COUNTY HIGHWAY F CURVING LEFT, A SHORTCUT ROAD TO TYMAN ROAD AHEAD AND
 DN4969'THE STATION ON THE RIGHT.
 DN4969'
 DN4969'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4969'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN4969'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4969'GROUND AND APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE ROAD PAVEMENT.
 DN4969'
 DN4969'THE STATION IS 10.6 M (34.8 FT) EAST OF THE CENTERLINE OF COUNTY
 DN4969'HIGHWAY F, 49.6 M (162.7 FT) SOUTH OF A STOP SIGN, 34.3 M (112.5 FT)
 DN4969'SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE AND IS 1 M (3.3 FT) FROM
 DN4969'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4969'
 DN4969'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN4969'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4970 ***********************************************************************
 DN4970  DESIGNATION -  6R48
 DN4970  PID         -  DN4970
 DN4970  STATE/COUNTY-  WI/RUSK
 DN4970  COUNTRY     -  US
 DN4970  USGS QUAD   -  WEYERHAEUSER (2018)
 DN4970
 DN4970                         *CURRENT SURVEY CONTROL
 DN4970  ______________________________________________________________________
 DN4970* NAD 83(1986) POSITION- 45 28 54.0    (N) 091 26 22.2    (W)   HD_HELD2
 DN4970* NAVD 88 ORTHO HEIGHT -   465.445 (meters)     1527.05  (feet) ADJUSTED
 DN4970  ______________________________________________________________________
 DN4970  GEOID HEIGHT    -        -30.102 (meters)                     GEOID18
 DN4970  DYNAMIC HEIGHT  -        465.419 (meters)     1526.96  (feet) COMP
 DN4970  MODELED GRAVITY -    980,545.7   (mgal)                       NAVD 88
 DN4970
 DN4970  VERT ORDER      -  SECOND    CLASS I
 DN4970
 DN4970.The horizontal coordinates were established by autonomous hand held GPS
 DN4970.observations and have an estimated accuracy of +/- 10 meters.
 DN4970
 DN4970.The orthometric height was determined by differential leveling and
 DN4970.adjusted by the WI DEPT OF TRANSP
 DN4970.in May 2012.
 DN4970
 DN4970.No vertical observational check was made to the station.
 DN4970
 DN4970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4970.GEOID18 height accuracy estimate available here.
 DN4970
 DN4970.Click photographs - Photos may exist for this station.
 DN4970
 DN4970.The dynamic height is computed by dividing the NAVD 88
 DN4970.geopotential number by the normal gravity value computed on the
 DN4970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4970.degrees latitude (g = 980.6199 gals.).
 DN4970
 DN4970.The modeled gravity was interpolated from observed gravity values.
 DN4970
 DN4970;                    North         East    Units  Estimated Accuracy
 DN4970;SPC WI C     -   184,165.      487,461.      MT  (+/- 10 meters HH2 GPS)
 DN4970
 DN4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2195637644(NAD 83)
 DN4970
 DN4970                          SUPERSEDED SURVEY CONTROL
 DN4970
 DN4970.No superseded survey control is available for this station.
 DN4970
 DN4970_MARKER: DD = SURVEY DISK
 DN4970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4970_STAMPING: 6R48 2006
 DN4970_MARK LOGO: WIDT
 DN4970_PROJECTION: FLUSH
 DN4970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4970+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2009
 DN4970
 DN4970  HISTORY     - Date     Condition        Report By
 DN4970  HISTORY     - 2005     MONUMENTED       WIDT
 DN4970  HISTORY     - 20091016 GOOD             WIDT
 DN4970
 DN4970                          STATION DESCRIPTION
 DN4970
 DN4970'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4970'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DN4970'HIGHWAY O APPROXIMATELY 6 MI (9.7 KM) NORTH OF THE VILLAGE OF
 DN4970'WEYERHAEUSER, GO SOUTH ON COUNTY HIGHWAY F FOR 1.3 MI (2.1 KM) TO THE
 DN4970'STATION ON THE RIGHT.
 DN4970'
 DN4970'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4970'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN4970'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4970'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN4970'PAVEMENT.
 DN4970'
 DN4970'THE STATION IS 12.0 M (39.4 FT) WEST OF THE CENTERLINE OF COUNTY
 DN4970'HIGHWAY F, 94.9 M (311.4 FT) SOUTH-SOUTHWEST OF THE TOP CENTER OF A
 DN4970'GREEN ELECTRICAL BOX WITH A RED-WHITE STRIPED POLE ATTACHED, 13.6 M
 DN4970'(44.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF A WOODS ROAD HEADING
 DN4970'EAST OUT OF A CLEARING ON THE EAST SIDE OF THE HIGHWAY AND IS 1 M (3.3
 DN4970'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4970'
 DN4970'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN4970'QUADRANTS EXTENDING TO 50 DEGREES ABOVE THE HORIZON AND IN THE EAST
 DN4970'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4971 ***********************************************************************
 DN4971  DESIGNATION -  6R49
 DN4971  PID         -  DN4971
 DN4971  STATE/COUNTY-  WI/RUSK
 DN4971  COUNTRY     -  US
 DN4971  USGS QUAD   -  BUCKS LAKE (2018)
 DN4971
 DN4971                         *CURRENT SURVEY CONTROL
 DN4971  ______________________________________________________________________
 DN4971* NAD 83(1986) POSITION- 45 30 01.6    (N) 091 26 22.4    (W)   HD_HELD2
 DN4971* NAVD 88 ORTHO HEIGHT -   446.746 (meters)     1465.70  (feet) ADJUSTED
 DN4971  ______________________________________________________________________
 DN4971  GEOID HEIGHT    -        -30.087 (meters)                     GEOID18
 DN4971  DYNAMIC HEIGHT  -        446.721 (meters)     1465.62  (feet) COMP
 DN4971  MODELED GRAVITY -    980,544.6   (mgal)                       NAVD 88
 DN4971
 DN4971  VERT ORDER      -  SECOND    CLASS I
 DN4971
 DN4971.The horizontal coordinates were established by autonomous hand held GPS
 DN4971.observations and have an estimated accuracy of +/- 10 meters.
 DN4971
 DN4971.The orthometric height was determined by differential leveling and
 DN4971.adjusted by the WI DEPT OF TRANSP
 DN4971.in May 2012.
 DN4971
 DN4971.No vertical observational check was made to the station.
 DN4971
 DN4971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4971.GEOID18 height accuracy estimate available here.
 DN4971
 DN4971.Click photographs - Photos may exist for this station.
 DN4971
 DN4971.The dynamic height is computed by dividing the NAVD 88
 DN4971.geopotential number by the normal gravity value computed on the
 DN4971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4971.degrees latitude (g = 980.6199 gals.).
 DN4971
 DN4971.The modeled gravity was interpolated from observed gravity values.
 DN4971
 DN4971;                    North         East    Units  Estimated Accuracy
 DN4971;SPC WI C     -   186,252.      487,494.      MT  (+/- 10 meters HH2 GPS)
 DN4971
 DN4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2191139730(NAD 83)
 DN4971
 DN4971                          SUPERSEDED SURVEY CONTROL
 DN4971
 DN4971.No superseded survey control is available for this station.
 DN4971
 DN4971_MARKER: DD = SURVEY DISK
 DN4971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4971_STAMPING: 6R49 2006
 DN4971_MARK LOGO: WIDT
 DN4971_PROJECTION: RECESSED 13 CENTIMETERS
 DN4971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4971+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 DN4971
 DN4971  HISTORY     - Date     Condition        Report By
 DN4971  HISTORY     - 2005     MONUMENTED       WIDT
 DN4971  HISTORY     - 20091019 GOOD             WIDT
 DN4971
 DN4971                          STATION DESCRIPTION
 DN4971
 DN4971'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4971'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F AND COUNTY
 DN4971'HIGHWAY O APPROXIMATELY 6 MI (9.7 KM) NORTH OF THE VILLAGE OF
 DN4971'WEYERHAEUSER, GO EAST ON COUNTY HIGHWAY O FOR 30 M (98.4 FT) TO THE
 DN4971'STATION ON THE LEFT.
 DN4971'
 DN4971'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4971'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN4971'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 13 CM (5
 DN4971'INCHES) BELOW GROUND LEVEL AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DN4971'THE HIGHWAY PAVEMENT.
 DN4971'
 DN4971'THE STATION IS 16.1 M (52.8 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN4971'HIGHWAY O, 34.1 M (111.9 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DN4971'F, 27.9 M (91.5 FT) SOUTHWEST OF POWER POLE NUMBER 35923.10, 22.8 M
 DN4971'(74.8 FT) EAST OF THE TOP CENTER OF A TELEPHONE PEDESTAL, 9.5 M (31.2
 DN4971'FT) EAST OF THE EAST POST OF A BLUE HILLS TRAILS SIGN AND IS 1 M (3.3
 DN4971'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4971'
 DN4971'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH AND
 DN4971'WEST QUADRANTS EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4414 ***********************************************************************
 DL4414  DESIGNATION -  6R50
 DL4414  PID         -  DL4414
 DL4414  STATE/COUNTY-  WI/CHIPPEWA
 DL4414  COUNTRY     -  US
 DL4414  USGS QUAD   -  FLAMBEAU RIDGE (2018)
 DL4414
 DL4414                         *CURRENT SURVEY CONTROL
 DL4414  ______________________________________________________________________
 DL4414* NAD 83(1986) POSITION- 45 16 53.8    (N) 091 14 07.3    (W)   HD_HELD2
 DL4414* NAVD 88 ORTHO HEIGHT -   384.389 (meters)     1261.12  (feet) ADJUSTED
 DL4414  ______________________________________________________________________
 DL4414  GEOID HEIGHT    -        -30.489 (meters)                     GEOID18
 DL4414  DYNAMIC HEIGHT  -        384.364 (meters)     1261.03  (feet) COMP
 DL4414  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 DL4414
 DL4414  VERT ORDER      -  SECOND    CLASS I
 DL4414
 DL4414.The horizontal coordinates were established by autonomous hand held GPS
 DL4414.observations and have an estimated accuracy of +/- 10 meters.
 DL4414
 DL4414.The orthometric height was determined by differential leveling and
 DL4414.adjusted by the WI DEPT OF TRANSP
 DL4414.in May 2012.
 DL4414
 DL4414.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4414.GEOID18 height accuracy estimate available here.
 DL4414
 DL4414.Click photographs - Photos may exist for this station.
 DL4414
 DL4414.The dynamic height is computed by dividing the NAVD 88
 DL4414.geopotential number by the normal gravity value computed on the
 DL4414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4414.degrees latitude (g = 980.6199 gals.).
 DL4414
 DL4414.The modeled gravity was interpolated from observed gravity values.
 DL4414
 DL4414;                    North         East    Units  Estimated Accuracy
 DL4414;SPC WI C     -   161,672.      503,081.      MT  (+/- 10 meters HH2 GPS)
 DL4414
 DL4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3839715749(NAD 83)
 DL4414
 DL4414                          SUPERSEDED SURVEY CONTROL
 DL4414
 DL4414.No superseded survey control is available for this station.
 DL4414
 DL4414_MARKER: DD = SURVEY DISK
 DL4414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4414_STAMPING: 6R50 2006
 DL4414_MARK LOGO: WIDT
 DL4414_PROJECTION: FLUSH
 DL4414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4414+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2008
 DL4414
 DL4414  HISTORY     - Date     Condition        Report By
 DL4414  HISTORY     - 2005     MONUMENTED       WIDT
 DL4414  HISTORY     - 20080806 GOOD             WIDT
 DL4414
 DL4414                          STATION DESCRIPTION
 DL4414
 DL4414'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4414'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTH-NORTHWEST OF
 DL4414'CORNELL, 8.9 MI (14.3 KM) SOUTH OF THORNAPPLE AND 7.0 MI (11.3 KM)
 DL4414'NORTHWEST OF HOLCOMBE.
 DL4414'
 DL4414'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E SOUTH WITH
 DL4414'COUNTY HIGHWAY M APPROXIMATELY 6 MI (9.7 KM) WEST OF THE COMMUNITY OF
 DL4414'HOLCOMBE, GO NORTHWEST ON COUNTY HIGHWAY E AND COUNTY HIGHWAY M FOR
 DL4414'0.25 MI (0.4 KM) TO COUNTY HIGHWAY E RIGHT AND COUNTY HIGHWAY M AHEAD.
 DL4414'TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY E FOR 3.3 MI (5.3 KM) TO
 DL4414'300TH AVENUE LEFT.  CONTINUE NORTH ON COUNTY HIGHWAY E FOR 0.3 MI (0.5
 DL4414'KM) TO THE STATION ON THE LEFT.
 DL4414'
 DL4414'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4414'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4414'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4414'GROUND AND APPROXIMATELY 0.6 M (2.0 FT) LOWER THAN THE HIGHWAY
 DL4414'PAVEMENT, 8.4 M (27.6 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DL4414'EAST, APPROXIMATELY 0.22 MI (0.4 KM) SOUTH OF 305TH AVENUE,
 DL4414'APPROXIMATELY 175 M (574.1 FT) SOUTH OF A T-ROAD JUNCTION AHEAD SIGN
 DL4414'POST, 16.8 M (55.1 FT) SOUTH OF AN ABANDONED WOODEN HIGHWAY SIGN POST
 DL4414'AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT)
 DL4414'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4414'
 DL4414'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE EAST AND
 DL4414'WEST EXTENDING TO 85 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4413 ***********************************************************************
 DL4413  DESIGNATION -  6R51
 DL4413  PID         -  DL4413
 DL4413  STATE/COUNTY-  WI/RUSK
 DL4413  COUNTRY     -  US
 DL4413  USGS QUAD   -  FLAMBEAU RIDGE (2018)
 DL4413
 DL4413                         *CURRENT SURVEY CONTROL
 DL4413  ______________________________________________________________________
 DL4413* NAD 83(1986) POSITION- 45 17 52.9    (N) 091 14 14.1    (W)   HD_HELD2
 DL4413* NAVD 88 ORTHO HEIGHT -   323.498 (meters)     1061.34  (feet) ADJUSTED
 DL4413  ______________________________________________________________________
 DL4413  GEOID HEIGHT    -        -30.482 (meters)                     GEOID18
 DL4413  DYNAMIC HEIGHT  -        323.477 (meters)     1061.27  (feet) COMP
 DL4413  MODELED GRAVITY -    980,541.4   (mgal)                       NAVD 88
 DL4413
 DL4413  VERT ORDER      -  SECOND    CLASS I
 DL4413
 DL4413.The horizontal coordinates were established by autonomous hand held GPS
 DL4413.observations and have an estimated accuracy of +/- 10 meters.
 DL4413
 DL4413.The orthometric height was determined by differential leveling and
 DL4413.adjusted by the WI DEPT OF TRANSP
 DL4413.in May 2012.
 DL4413
 DL4413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4413.GEOID18 height accuracy estimate available here.
 DL4413
 DL4413.Click photographs - Photos may exist for this station.
 DL4413
 DL4413.The dynamic height is computed by dividing the NAVD 88
 DL4413.geopotential number by the normal gravity value computed on the
 DL4413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4413.degrees latitude (g = 980.6199 gals.).
 DL4413
 DL4413.The modeled gravity was interpolated from observed gravity values.
 DL4413
 DL4413;                    North         East    Units  Estimated Accuracy
 DL4413;SPC WI C     -   163,498.      502,961.      MT  (+/- 10 meters HH2 GPS)
 DL4413
 DL4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3820917569(NAD 83)
 DL4413
 DL4413                          SUPERSEDED SURVEY CONTROL
 DL4413
 DL4413.No superseded survey control is available for this station.
 DL4413
 DL4413_MARKER: DD = SURVEY DISK
 DL4413_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL4413_SP_SET: BRIDGE WING WALL
 DL4413_STAMPING: 6R51 2006
 DL4413_MARK LOGO: WIDT
 DL4413_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4413+STABILITY: SURFACE MOTION
 DL4413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4413+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2008
 DL4413
 DL4413  HISTORY     - Date     Condition        Report By
 DL4413  HISTORY     - 2005     MONUMENTED       WIDT
 DL4413  HISTORY     - 20080807 GOOD             WIDT
 DL4413
 DL4413                          STATION DESCRIPTION
 DL4413
 DL4413'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4413'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH-NORTHWEST OF
 DL4413'CORNELL, 7.8 MI (12.6 KM) SOUTH OF THORNAPPLE AND 7.8 MI (12.6 KM)
 DL4413'NORTHWEST OF HOLCOMBE.
 DL4413'
 DL4413'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DL4413'HIGHWAY E APPROXIMATELY 11 MI (17.7 KM) SOUTH-SOUTHEAST OF THE VILLAGE
 DL4413'OF BRUCE, GO NORTH ON COUNTY HIGHWAY E FOR 0.1 MI (0.2 KM) TO A BRIDGE
 DL4413'AND THE STATION ON THE LEFT.
 DL4413'
 DL4413'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4413'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4413'THE SOUTH END OF THE NORTHWEST BRIDGE WING WALL AND APPROXIMATELY
 DL4413'LEVEL WITH THE HIGHWAY PAVEMENT, 4.7 M (15.4 FT) WEST OF THE
 DL4413'CENTERLINE OF COUNTY HIGHWAY EAST, 22.7 M (74.5 FT) SOUTH OF THE
 DL4413'CENTERLINE OF PRIVATE ENTRANCE NUMBER N270, 2.2 M (7.2 FT) SOUTH OF
 DL4413'THE SOUTH END OF THE NORTHWEST GUARD RAIL, 1.1 M (3.6 FT) NORTH OF THE
 DL4413'NORTH END OF THE BRIDGE SPAN AND 1.7 M (5.6 FT) SOUTH OF A WHITE
 DL4413'PLASTIC WITNESS POST.
 DL4413'
 DL4413'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 DL4413'EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4412 ***********************************************************************
 DL4412  DESIGNATION -  6R52
 DL4412  PID         -  DL4412
 DL4412  STATE/COUNTY-  WI/RUSK
 DL4412  COUNTRY     -  US
 DL4412  USGS QUAD   -  FLAMBEAU RIDGE (2018)
 DL4412
 DL4412                         *CURRENT SURVEY CONTROL
 DL4412  ______________________________________________________________________
 DL4412* NAD 83(1986) POSITION- 45 19 32.3    (N) 091 14 07.3    (W)   HD_HELD2
 DL4412* NAVD 88 ORTHO HEIGHT -   324.788 (meters)     1065.58  (feet) ADJUSTED
 DL4412  ______________________________________________________________________
 DL4412  GEOID HEIGHT    -        -30.462 (meters)                     GEOID18
 DL4412  DYNAMIC HEIGHT  -        324.767 (meters)     1065.51  (feet) COMP
 DL4412  MODELED GRAVITY -    980,543.4   (mgal)                       NAVD 88
 DL4412
 DL4412  VERT ORDER      -  SECOND    CLASS I
 DL4412
 DL4412.The horizontal coordinates were established by autonomous hand held GPS
 DL4412.observations and have an estimated accuracy of +/- 10 meters.
 DL4412
 DL4412.The orthometric height was determined by differential leveling and
 DL4412.adjusted by the WI DEPT OF TRANSP
 DL4412.in May 2012.
 DL4412
 DL4412.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4412.GEOID18 height accuracy estimate available here.
 DL4412
 DL4412.Click photographs - Photos may exist for this station.
 DL4412
 DL4412.The dynamic height is computed by dividing the NAVD 88
 DL4412.geopotential number by the normal gravity value computed on the
 DL4412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4412.degrees latitude (g = 980.6199 gals.).
 DL4412
 DL4412.The modeled gravity was interpolated from observed gravity values.
 DL4412
 DL4412;                    North         East    Units  Estimated Accuracy
 DL4412;SPC WI C     -   166,564.      503,156.      MT  (+/- 10 meters HH2 GPS)
 DL4412
 DL4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3829020640(NAD 83)
 DL4412
 DL4412                          SUPERSEDED SURVEY CONTROL
 DL4412
 DL4412.No superseded survey control is available for this station.
 DL4412
 DL4412_MARKER: DD = SURVEY DISK
 DL4412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4412_STAMPING: 6R52 2006
 DL4412_MARK LOGO: WIDT
 DL4412_PROJECTION: FLUSH
 DL4412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4412+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2008
 DL4412
 DL4412  HISTORY     - Date     Condition        Report By
 DL4412  HISTORY     - 2005     MONUMENTED       WIDT
 DL4412  HISTORY     - 20080807 GOOD             WIDT
 DL4412
 DL4412                          STATION DESCRIPTION
 DL4412
 DL4412'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4412'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHEAST OF
 DL4412'BRUCE, 9.1 MI (14.6 KM) NORTHWEST OF HOLCOMBE AND 5.9 MI (9.5 KM)
 DL4412'SOUTH OF THORNAPPLE.
 DL4412'
 DL4412'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DL4412'HIGHWAY E APPROXIMATELY 11 MI (17.7 KM) SOUTH-SOUTHEAST OF THE VILLAGE
 DL4412'OF BRUCE, GO NORTH ON COUNTY HIGHWAY E FOR 0.8 MI (1.3 KM) TO CHIPPEWA
 DL4412'AVENUE LEFT.  CONTINUE NORTH ON COUNTY HIGHWAY E FOR 1.39 MI (2.2 KM)
 DL4412'TO THE STATION ON THE LEFT.
 DL4412'
 DL4412'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4412'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4412'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4412'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY
 DL4412'PAVEMENT, 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DL4412'EAST, 0.19 MI (0.3 KM) SOUTH OF SAWDUST ROAD, 71.5 M (234.6 FT) NORTH
 DL4412'OF THE CENTERLINE OF THE ENTRANCE TO THE RUSK COUNTY SAND AND GRAVEL
 DL4412'QUARRY, 22.8 M (74.8 FT) WEST-SOUTHWEST OF POWER POLE NUMBER 33722.20,
 DL4412'17.9 M (58.7 FT) WEST-SOUTHWEST OF A RIGHT CURVE AHEAD SIGN POST, 0.5
 DL4412'M (1.6 FT) EAST OF A WIRE FENCE AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3
 DL4412'FT) SOUTHEAST AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC
 DL4412'WITNESS POSTS.
 DL4412'
 DL4412'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4412'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4411 ***********************************************************************
 DL4411  DESIGNATION -  6R53
 DL4411  PID         -  DL4411
 DL4411  STATE/COUNTY-  WI/RUSK
 DL4411  COUNTRY     -  US
 DL4411  USGS QUAD   -  FLAMBEAU RIDGE (2018)
 DL4411
 DL4411                         *CURRENT SURVEY CONTROL
 DL4411  ______________________________________________________________________
 DL4411* NAD 83(1986) POSITION- 45 20 42.7    (N) 091 13 28.9    (W)   HD_HELD2
 DL4411* NAVD 88 ORTHO HEIGHT -   329.273 (meters)     1080.29  (feet) ADJUSTED
 DL4411  ______________________________________________________________________
 DL4411  GEOID HEIGHT    -        -30.450 (meters)                     GEOID18
 DL4411  DYNAMIC HEIGHT  -        329.252 (meters)     1080.22  (feet) COMP
 DL4411  MODELED GRAVITY -    980,544.7   (mgal)                       NAVD 88
 DL4411
 DL4411  VERT ORDER      -  SECOND    CLASS I
 DL4411
 DL4411.The horizontal coordinates were established by autonomous hand held GPS
 DL4411.observations and have an estimated accuracy of +/- 10 meters.
 DL4411
 DL4411.The orthometric height was determined by differential leveling and
 DL4411.adjusted by the WI DEPT OF TRANSP
 DL4411.in May 2012.
 DL4411
 DL4411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4411.GEOID18 height accuracy estimate available here.
 DL4411
 DL4411.Click photographs - Photos may exist for this station.
 DL4411
 DL4411.The dynamic height is computed by dividing the NAVD 88
 DL4411.geopotential number by the normal gravity value computed on the
 DL4411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4411.degrees latitude (g = 980.6199 gals.).
 DL4411
 DL4411.The modeled gravity was interpolated from observed gravity values.
 DL4411
 DL4411;                    North         East    Units  Estimated Accuracy
 DL4411;SPC WI C     -   168,724.      504,024.      MT  (+/- 10 meters HH2 GPS)
 DL4411
 DL4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3907822831(NAD 83)
 DL4411
 DL4411                          SUPERSEDED SURVEY CONTROL
 DL4411
 DL4411.No superseded survey control is available for this station.
 DL4411
 DL4411_MARKER: DD = SURVEY DISK
 DL4411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4411_STAMPING: 6R53 2006
 DL4411_MARK LOGO: WIDT
 DL4411_PROJECTION: FLUSH
 DL4411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4411+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2008
 DL4411
 DL4411  HISTORY     - Date     Condition        Report By
 DL4411  HISTORY     - 2005     MONUMENTED       WIDT
 DL4411  HISTORY     - 20080807 GOOD             WIDT
 DL4411
 DL4411                          STATION DESCRIPTION
 DL4411
 DL4411'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4411'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTH-NORTHWEST OF
 DL4411'HOLCOMBE, 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF BRUCE AND 4.5 MI (7.2
 DL4411'KM) SOUTH OF THORNAPPLE.
 DL4411'
 DL4411'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DL4411'HIGHWAY E APPROXIMATELY 11 MI (17.7 KM) SOUTH-SOUTHEAST OF THE VILLAGE
 DL4411'OF BRUCE, GO NORTH ON COUNTY HIGHWAY E FOR 2.4 MI (3.9 KM) TO SAWDUST
 DL4411'ROAD LEFT.  CONTINUE NORTH ON COUNTY HIGHWAY E FOR 1.32 MI (2.1 KM) TO
 DL4411'THE STATION ON THE LEFT.
 DL4411'
 DL4411'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4411'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4411'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4411'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY
 DL4411'PAVEMENT, 6.9 M (22.6 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DL4411'EAST, 68.8 M (225.7 FT) NORTH OF THE TOP CENTER OF TELEPHONE PEDESTAL
 DL4411'NUMBER 6-73, 63.2 M (207.3 FT) NORTH OF THE EXTENDED CENTERLINE OF
 DL4411'PRIVATE ENTRANCE NUMBER N1538, 49.5 M (162.4 FT) SOUTH-SOUTHWEST OF A
 DL4411'RIGHT CURVE AHEAD SIGN POST, 29.8 M (97.8 FT) SOUTHWEST OF POWER POLE
 DL4411'NUMBER 33715.5 AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST AND
 DL4411'1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4411'
 DL4411'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DL4411'QUADRANTS EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4410 ***********************************************************************
 DL4410  DESIGNATION -  6R54
 DL4410  PID         -  DL4410
 DL4410  STATE/COUNTY-  WI/RUSK
 DL4410  COUNTRY     -  US
 DL4410  USGS QUAD   -  FLAMBEAU RIDGE (2018)
 DL4410
 DL4410                         *CURRENT SURVEY CONTROL
 DL4410  ______________________________________________________________________
 DL4410* NAD 83(1986) POSITION- 45 22 02.9    (N) 091 12 30.2    (W)   HD_HELD2
 DL4410* NAVD 88 ORTHO HEIGHT -   327.928 (meters)     1075.88  (feet) ADJUSTED
 DL4410  ______________________________________________________________________
 DL4410  GEOID HEIGHT    -        -30.436 (meters)                     GEOID18
 DL4410  DYNAMIC HEIGHT  -        327.908 (meters)     1075.81  (feet) COMP
 DL4410  MODELED GRAVITY -    980,546.5   (mgal)                       NAVD 88
 DL4410
 DL4410  VERT ORDER      -  SECOND    CLASS I
 DL4410
 DL4410.The horizontal coordinates were established by autonomous hand held GPS
 DL4410.observations and have an estimated accuracy of +/- 10 meters.
 DL4410
 DL4410.The orthometric height was determined by differential leveling and
 DL4410.adjusted by the WI DEPT OF TRANSP
 DL4410.in May 2012.
 DL4410
 DL4410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4410.GEOID18 height accuracy estimate available here.
 DL4410
 DL4410.Click photographs - Photos may exist for this station.
 DL4410
 DL4410.The dynamic height is computed by dividing the NAVD 88
 DL4410.geopotential number by the normal gravity value computed on the
 DL4410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4410.degrees latitude (g = 980.6199 gals.).
 DL4410
 DL4410.The modeled gravity was interpolated from observed gravity values.
 DL4410
 DL4410;                    North         East    Units  Estimated Accuracy
 DL4410;SPC WI C     -   171,181.      505,339.      MT  (+/- 10 meters HH2 GPS)
 DL4410
 DL4410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4030025334(NAD 83)
 DL4410
 DL4410                          SUPERSEDED SURVEY CONTROL
 DL4410
 DL4410.No superseded survey control is available for this station.
 DL4410
 DL4410_MARKER: DD = SURVEY DISK
 DL4410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4410_STAMPING: 6R54 2006
 DL4410_MARK LOGO: WIDT
 DL4410_PROJECTION: FLUSH
 DL4410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4410+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 DL4410
 DL4410  HISTORY     - Date     Condition        Report By
 DL4410  HISTORY     - 2005     MONUMENTED       WIDT
 DL4410  HISTORY     - 20080808 GOOD             WIDT
 DL4410
 DL4410                          STATION DESCRIPTION
 DL4410
 DL4410'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4410'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF LADYSMITH,
 DL4410'6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF BRUCE AND 3.0 MI (4.8 KM) SOUTH OF
 DL4410'THORNAPPLE.
 DL4410'
 DL4410'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E WITH COUNTY
 DL4410'HIGHWAY P APPROXIMATELY 4 MI (6.4 KM) SOUTHEAST OF THE VILLAGE OF
 DL4410'BRUCE, GO SOUTH ON COUNTY HIGHWAY E FOR 1.0 MI (1.6 KM) TO MC LEAN
 DL4410'ROAD RIGHT.  CONTINUE SOUTH AND SOUTHEAST ON COUNTY HIGHWAY E FOR 1.93
 DL4410'MI (3.1 KM) TO THE STATION ON THE RIGHT.
 DL4410'
 DL4410'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4410'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4410'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4410'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DL4410'PAVEMENT, 9.8 M (32.2 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DL4410'EAST, 0.18 MI (0.3 KM) NORTH OF BAILEY ROAD, 28.5 M (93.5 FT)
 DL4410'NORTHWEST OF POWER POLE NUMBER 3372.35, 24.1 M (79.1 FT) NORTH OF THE
 DL4410'TOP CENTER OF A TELEPHONE PEDESTAL, 13.1 M (43.0 FT) SOUTH OF THE
 DL4410'EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER N2164 AND 0.9 M (3.0
 DL4410'FT) NORTH AND 0.9 M (3.0 FT) SOUTH OF TWO WHITE PLASTIC WITNESS POSTS.
 DL4410'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DL4410'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON AND TREES TO THE
 DL4410'NORTH EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4408 ***********************************************************************
 DL4408  DESIGNATION -  6R55
 DL4408  PID         -  DL4408
 DL4408  STATE/COUNTY-  WI/RUSK
 DL4408  COUNTRY     -  US
 DL4408  USGS QUAD   -  THORNAPPLE (2018)
 DL4408
 DL4408                         *CURRENT SURVEY CONTROL
 DL4408  ______________________________________________________________________
 DL4408* NAD 83(1986) POSITION- 45 24 24.5    (N) 091 13 10.9    (W)   HD_HELD2
 DL4408* NAVD 88 ORTHO HEIGHT -   331.877 (meters)     1088.83  (feet) ADJUSTED
 DL4408  ______________________________________________________________________
 DL4408  GEOID HEIGHT    -        -30.396 (meters)                     GEOID18
 DL4408  DYNAMIC HEIGHT  -        331.858 (meters)     1088.77  (feet) COMP
 DL4408  MODELED GRAVITY -    980,550.1   (mgal)                       NAVD 88
 DL4408
 DL4408  VERT ORDER      -  SECOND    CLASS I
 DL4408
 DL4408.The horizontal coordinates were established by autonomous hand held GPS
 DL4408.observations and have an estimated accuracy of +/- 10 meters.
 DL4408
 DL4408.The orthometric height was determined by differential leveling and
 DL4408.adjusted by the WI DEPT OF TRANSP
 DL4408.in May 2012.
 DL4408
 DL4408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4408.GEOID18 height accuracy estimate available here.
 DL4408
 DL4408.Click photographs - Photos may exist for this station.
 DL4408
 DL4408.The dynamic height is computed by dividing the NAVD 88
 DL4408.geopotential number by the normal gravity value computed on the
 DL4408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4408.degrees latitude (g = 980.6199 gals.).
 DL4408
 DL4408.The modeled gravity was interpolated from observed gravity values.
 DL4408
 DL4408;                    North         East    Units  Estimated Accuracy
 DL4408;SPC WI C     -   175,565.      504,519.      MT  (+/- 10 meters HH2 GPS)
 DL4408
 DL4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3931829684(NAD 83)
 DL4408
 DL4408                          SUPERSEDED SURVEY CONTROL
 DL4408
 DL4408.No superseded survey control is available for this station.
 DL4408
 DL4408_MARKER: DD = SURVEY DISK
 DL4408_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4408_SP_SET: BRIDGE WING WALL
 DL4408_STAMPING: 6R55 2006
 DL4408_MARK LOGO: WIDT
 DL4408_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4408+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2008
 DL4408
 DL4408  HISTORY     - Date     Condition        Report By
 DL4408  HISTORY     - 2005     MONUMENTED       WIDT
 DL4408  HISTORY     - 20080811 GOOD             WIDT
 DL4408
 DL4408                          STATION DESCRIPTION
 DL4408
 DL4408'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4408'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF LADYSMITH,
 DL4408'4.3 MI (6.9 KM) SOUTHEAST OF BRUCE AND IN THE TOWN OF THORNAPPLE, WI.
 DL4408'
 DL4408'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DL4408'HIGHWAY E APPROXIMATELY 1 MI (1.6 KM) EAST OF THE VILLAGE OF BRUCE, GO
 DL4408'EAST, SOUTH AND EAST ON COUNTY HIGHWAY E FOR 4.5 MI (7.2 KM) TO COUNTY
 DL4408'HIGHWAY E RIGHT AND COUNTY HIGHWAY P AHEAD.  CONTINUE AHEAD AND GO
 DL4408'EAST ON COUNTY HIGHWAY P FOR 0.26 MI (0.4 KM) TO BRIDGE NUMBER
 DL4408'B-54-28-81 AND THE STATION ON THE RIGHT.
 DL4408'
 DL4408'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4408'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4408'THE NORTH END OF THE SOUTHWEST BRIDGE WING WALL AND APPROXIMATELY
 DL4408'LEVEL WITH THE HIGHWAY PAVEMENT, 5.1 M (16.7 FT) SOUTH OF THE
 DL4408'CENTERLINE OF COUNTY HIGHWAY P, 0.11 MI (0.2 KM) WEST OF HENRY ROAD,
 DL4408'425 M (1394.4 FT) EAST OF COUNTY HIGHWAY EAST, 77 M (252.6 FT) EAST OF
 DL4408'THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER W10616, 20 CM (8
 DL4408'INCHES) SOUTHEAST OF THE WEST METAL BRIDGE HANDRAIL SUPPORT POST, 10
 DL4408'CM (4 INCHES) SOUTH OF THE SOUTH EDGE OF THE BRIDGE SPAN AND 0.9 M
 DL4408'(3.0 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4408'
 DL4408'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTH AND
 DL4408'SOUTHWEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4407 ***********************************************************************
 DL4407  DESIGNATION -  6R56
 DL4407  PID         -  DL4407
 DL4407  STATE/COUNTY-  WI/RUSK
 DL4407  COUNTRY     -  US
 DL4407  USGS QUAD   -  THORNAPPLE (2018)
 DL4407
 DL4407                         *CURRENT SURVEY CONTROL
 DL4407  ______________________________________________________________________
 DL4407* NAD 83(1986) POSITION- 45 25 46.0    (N) 091 14 07.7    (W)   HD_HELD2
 DL4407* NAVD 88 ORTHO HEIGHT -   338.610 (meters)     1110.92  (feet) ADJUSTED
 DL4407  ______________________________________________________________________
 DL4407  GEOID HEIGHT    -        -30.375 (meters)                     GEOID18
 DL4407  DYNAMIC HEIGHT  -        338.591 (meters)     1110.86  (feet) COMP
 DL4407  MODELED GRAVITY -    980,551.5   (mgal)                       NAVD 88
 DL4407
 DL4407  VERT ORDER      -  SECOND    CLASS I
 DL4407
 DL4407.The horizontal coordinates were established by autonomous hand held GPS
 DL4407.observations and have an estimated accuracy of +/- 10 meters.
 DL4407
 DL4407.The orthometric height was determined by differential leveling and
 DL4407.adjusted by the WI DEPT OF TRANSP
 DL4407.in May 2012.
 DL4407
 DL4407.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4407.GEOID18 height accuracy estimate available here.
 DL4407
 DL4407.Click photographs - Photos may exist for this station.
 DL4407
 DL4407.The dynamic height is computed by dividing the NAVD 88
 DL4407.geopotential number by the normal gravity value computed on the
 DL4407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4407.degrees latitude (g = 980.6199 gals.).
 DL4407
 DL4407.The modeled gravity was interpolated from observed gravity values.
 DL4407
 DL4407;                    North         East    Units  Estimated Accuracy
 DL4407;SPC WI C     -   178,099.      503,322.      MT  (+/- 10 meters HH2 GPS)
 DL4407
 DL4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3802832172(NAD 83)
 DL4407
 DL4407                          SUPERSEDED SURVEY CONTROL
 DL4407
 DL4407.No superseded survey control is available for this station.
 DL4407
 DL4407_MARKER: DD = SURVEY DISK
 DL4407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4407_STAMPING: 6R56 2006
 DL4407_MARK LOGO: WIDT
 DL4407_PROJECTION: FLUSH
 DL4407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4407+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2008
 DL4407
 DL4407  HISTORY     - Date     Condition        Report By
 DL4407  HISTORY     - 2005     MONUMENTED       WIDT
 DL4407  HISTORY     - 20080811 GOOD             WIDT
 DL4407
 DL4407                          STATION DESCRIPTION
 DL4407
 DL4407'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4407'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-SOUTHWEST OF
 DL4407'LADYSMITH, 2.6 MI (4.2 KM) SOUTHEAST OF BRUCE AND 1.6 MI (2.6 KM)
 DL4407'NORTH-NORTHWEST OF THORNAPPLE.
 DL4407'
 DL4407'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DL4407'HIGHWAY E APPROXIMATELY 1 MI (1.6 KM) EAST OF THE VILLAGE OF BRUCE, GO
 DL4407'EAST AND SOUTH ON COUNTY HIGHWAY E FOR 2.36 MI (3.8 KM) TO THE STATION
 DL4407'ON THE RIGHT.
 DL4407'
 DL4407'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4407'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4407'INCH) DIAMETER CONCRETE POST 1.7 M (5.6 FT) DEEP, FLUSH WITH THE
 DL4407'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DL4407'PAVEMENT, 7.6 M (24.9 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DL4407'EAST, 0.6 MI (1.0 KM) NORTH OF JENNESS ROAD, 0.1 MI (0.2 KM) NORTH OF
 DL4407'PRIVATE ENTRANCE NUMBER N3879, 109 M (357.6 FT) NORTH OF A WOODEN
 DL4407'CORNER FENCE POST, 68.5 M (224.7 FT) SOUTH OF THE EXTENDED CENTERLINE
 DL4407'OF A FIELD ENTRANCE, 47.5 M (155.8 FT) SOUTHWEST OF POWER POLE NUMBER
 DL4407'15-6/61, 28.9 M (94.8 FT) NORTHWEST OF A DEER CROSSING SIGN POST AND
 DL4407'1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT)
 DL4407'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4407'
 DL4407'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4407'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4402 ***********************************************************************
 DL4402  DESIGNATION -  6R57
 DL4402  PID         -  DL4402
 DL4402  STATE/COUNTY-  WI/RUSK
 DL4402  COUNTRY     -  US
 DL4402  USGS QUAD   -  THORNAPPLE (2018)
 DL4402
 DL4402                         *CURRENT SURVEY CONTROL
 DL4402  ______________________________________________________________________
 DL4402* NAD 83(1986) POSITION- 45 27 28.24   (N) 091 14 40.92   (W)   HD_HELD1
 DL4402* NAVD 88 ORTHO HEIGHT -   340.063 (meters)     1115.69  (feet) ADJUSTED
 DL4402  ______________________________________________________________________
 DL4402  GEOID HEIGHT    -        -30.357 (meters)                     GEOID18
 DL4402  DYNAMIC HEIGHT  -        340.045 (meters)     1115.63  (feet) COMP
 DL4402  MODELED GRAVITY -    980,552.6   (mgal)                       NAVD 88
 DL4402
 DL4402  VERT ORDER      -  SECOND    CLASS I
 DL4402
 DL4402.The horizontal coordinates were determined by differentially corrected
 DL4402.hand held GPS observations or other comparable positioning techniques
 DL4402.and have an estimated accuracy of +/- 3 meters.
 DL4402
 DL4402.The orthometric height was determined by differential leveling and
 DL4402.adjusted by the WI DEPT OF TRANSP
 DL4402.in May 2012.
 DL4402
 DL4402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4402.GEOID18 height accuracy estimate available here.
 DL4402
 DL4402.Click photographs - Photos may exist for this station.
 DL4402
 DL4402.The dynamic height is computed by dividing the NAVD 88
 DL4402.geopotential number by the normal gravity value computed on the
 DL4402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4402.degrees latitude (g = 980.6199 gals.).
 DL4402
 DL4402.The modeled gravity was interpolated from observed gravity values.
 DL4402
 DL4402;                    North         East    Units  Estimated Accuracy
 DL4402;SPC WI C     -   181,266.4     502,648.7     MT  (+/- 3 meters HH1 GPS) 
 DL4402
 DL4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3723735311(NAD 83)
 DL4402
 DL4402                          SUPERSEDED SURVEY CONTROL
 DL4402
 DL4402.No superseded survey control is available for this station.
 DL4402
 DL4402_MARKER: DD = SURVEY DISK
 DL4402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4402_STAMPING: 6R57 2006
 DL4402_MARK LOGO: WIDT
 DL4402_PROJECTION: FLUSH
 DL4402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4402+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2008
 DL4402
 DL4402  HISTORY     - Date     Condition        Report By
 DL4402  HISTORY     - 2005     MONUMENTED       WIDT
 DL4402  HISTORY     - 20080821 GOOD             WIDT
 DL4402
 DL4402                          STATION DESCRIPTION
 DL4402
 DL4402'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4402'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST OF LADYSMITH, 3.5
 DL4402'MI (5.6 KM) NORTH-NORTHWEST OF THORNAPPLE AND 1.4 MI (2.3 KM) EAST OF
 DL4402'BRUCE.
 DL4402'
 DL4402'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (ARTHUR AVENUE)
 DL4402'WITH STATE HIGHWAY 40 SOUTH (MAIN STREET) IN THE VILLAGE OF BRUCE, GO
 DL4402'EAST ON US HIGHWAY 8 FOR 1.1 MI (1.8 KM) TO COUNTY HIGHWAY E RIGHT.
 DL4402'CONTINUE NORTHEAST ON US HIGHWAY 8 FOR 0.4 MI (0.6 KM) TO THE STATION
 DL4402'ON THE RIGHT.
 DL4402'
 DL4402'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4402'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4402'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4402'GROUND AND APPROXIMATELY 3 M (9.8 FT) HIGHER THAN THE HIGHWAY
 DL4402'PAVEMENT, 19.2 M (63.0 FT) SOUTHEAST OF THE CENTERLINE OF US HIGHWAY
 DL4402'8, 0.7 MI (1.1 KM) SOUTHWEST OF THORNAPPLE ROAD, 59.4 M (194.9 FT)
 DL4402'NORTHEAST OF THE EXTENDED CENTERLINE OF CHRISTMAN ROAD AT W11133, 47.5
 DL4402'M (155.8 FT) SOUTHWEST OF AN ORANGE OVER WHITE WARNING FIBER OPTICS
 DL4402'POST, 17.6 M (57.7 FT) EAST-NORTHEAST OF A WOODEN FENCE POST, 17.1 M
 DL4402'(56.1 FT) EAST-NORTHEAST OF THE TOP CENTER OF A TELEPHONE PEDESTAL AND
 DL4402'1.0 M (3.3 FT) SOUTHEAST, 1.0 M (3.3 FT) NORTHEAST AND 1.0 M (3.3 FT)
 DL4402'WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4402'
 DL4402'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4402'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4405 ***********************************************************************
 DL4405  DESIGNATION -  6R58
 DL4405  PID         -  DL4405
 DL4405  STATE/COUNTY-  WI/RUSK
 DL4405  COUNTRY     -  US
 DL4405  USGS QUAD   -  BRUCE (2018)
 DL4405
 DL4405                         *CURRENT SURVEY CONTROL
 DL4405  ______________________________________________________________________
 DL4405* NAD 83(1986) POSITION- 45 27 08.28   (N) 091 15 34.19   (W)   HD_HELD1
 DL4405* NAVD 88 ORTHO HEIGHT -   331.360 (meters)     1087.14  (feet) ADJUSTED
 DL4405  ______________________________________________________________________
 DL4405  GEOID HEIGHT    -        -30.350 (meters)                     GEOID18
 DL4405  DYNAMIC HEIGHT  -        331.341 (meters)     1087.07  (feet) COMP
 DL4405  MODELED GRAVITY -    980,552.3   (mgal)                       NAVD 88
 DL4405
 DL4405  VERT ORDER      -  SECOND    CLASS I
 DL4405
 DL4405.The horizontal coordinates were determined by differentially corrected
 DL4405.hand held GPS observations or other comparable positioning techniques
 DL4405.and have an estimated accuracy of +/- 3 meters.
 DL4405
 DL4405.The orthometric height was determined by differential leveling and
 DL4405.adjusted by the WI DEPT OF TRANSP
 DL4405.in May 2012.
 DL4405
 DL4405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4405.GEOID18 height accuracy estimate available here.
 DL4405
 DL4405.Click photographs - Photos may exist for this station.
 DL4405
 DL4405.The dynamic height is computed by dividing the NAVD 88
 DL4405.geopotential number by the normal gravity value computed on the
 DL4405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4405.degrees latitude (g = 980.6199 gals.).
 DL4405
 DL4405.The modeled gravity was interpolated from observed gravity values.
 DL4405
 DL4405;                    North         East    Units  Estimated Accuracy
 DL4405;SPC WI C     -   180,668.1     501,481.9     MT  (+/- 3 meters HH1 GPS) 
 DL4405
 DL4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3609434670(NAD 83)
 DL4405
 DL4405                          SUPERSEDED SURVEY CONTROL
 DL4405
 DL4405.No superseded survey control is available for this station.
 DL4405
 DL4405_MARKER: DD = SURVEY DISK
 DL4405_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4405_SP_SET: BRIDGE PARAPET WALL
 DL4405_STAMPING: 6R58 2008
 DL4405_MARK LOGO: WIDT
 DL4405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4405+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2008
 DL4405
 DL4405  HISTORY     - Date     Condition        Report By
 DL4405  HISTORY     - 2008     MONUMENTED       WIDT
 DL4405  HISTORY     - 20080818 GOOD             WIDT
 DL4405
 DL4405                          STATION DESCRIPTION
 DL4405
 DL4405'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4405'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST OF LADYSMITH, 3.6
 DL4405'MI (5.8 KM) NORTH-NORTHWEST OF THORNAPPLE AND 0.7 MI (1.1 KM)
 DL4405'EAST-SOUTHEAST OF BRUCE.
 DL4405'
 DL4405'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (ARTHUR AVENUE)
 DL4405'WITH STATE HIGHWAY 40 SOUTH (MAIN STREET) IN THE VILLAGE OF BRUCE, GO
 DL4405'EAST ON US HIGHWAY 8 FOR 0.6 MI (1.0 KM) TO THE EAST END OF A BRIDGE
 DL4405'OVER THE CHIPPEWA RIVER AND THE STATION ON THE LEFT.
 DL4405'
 DL4405'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4405'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH
 DL4405'PARAPET WALL OF THE EAST ABUTMENT OF BRIDGE NUMBER B-54-64-96, 6.9 M
 DL4405'(22.6 FT) NORTH OF THE CENTERLINE OF US HIGHWAY 8, 3.6 M (11.8 FT)
 DL4405'EAST OF AN EXPANSION JOINT AND 1.6 M (5.2 FT) WEST-SOUTHWEST OF A
 DL4405'WHITE PLASTIC WITNESS POST.
 DL4405'
 DL4405'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4405'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4367 ***********************************************************************
 DL4367  DESIGNATION -  6S01
 DL4367  PID         -  DL4367
 DL4367  STATE/COUNTY-  WI/CHIPPEWA
 DL4367  COUNTRY     -  US
 DL4367  USGS QUAD   -  HURON (2018)
 DL4367
 DL4367                         *CURRENT SURVEY CONTROL
 DL4367  ______________________________________________________________________
 DL4367* NAD 83(1986) POSITION- 45 01 54.5    (N) 090 59 02.8    (W)   HD_HELD2
 DL4367* NAVD 88 ORTHO HEIGHT -   351.286 (meters)     1152.51  (feet) ADJUSTED
 DL4367  ______________________________________________________________________
 DL4367  GEOID HEIGHT    -        -31.138 (meters)                     GEOID18
 DL4367  DYNAMIC HEIGHT  -        351.254 (meters)     1152.41  (feet) COMP
 DL4367  MODELED GRAVITY -    980,517.9   (mgal)                       NAVD 88
 DL4367
 DL4367  VERT ORDER      -  SECOND    CLASS I
 DL4367
 DL4367.The horizontal coordinates were established by autonomous hand held GPS
 DL4367.observations and have an estimated accuracy of +/- 10 meters.
 DL4367
 DL4367.The orthometric height was determined by differential leveling and
 DL4367.adjusted by the WI DEPT OF TRANSP
 DL4367.in May 2012.
 DL4367
 DL4367.No vertical observational check was made to the station.
 DL4367
 DL4367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4367.GEOID18 height accuracy estimate available here.
 DL4367
 DL4367.Click photographs - Photos may exist for this station.
 DL4367
 DL4367.The dynamic height is computed by dividing the NAVD 88
 DL4367.geopotential number by the normal gravity value computed on the
 DL4367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4367.degrees latitude (g = 980.6199 gals.).
 DL4367
 DL4367.The modeled gravity was interpolated from observed gravity values.
 DL4367
 DL4367;                    North         East    Units  Estimated Accuracy
 DL4367;SPC WI C     -   133,643.      522,455.      MT  (+/- 10 meters HH2 GPS)
 DL4367
 DL4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5879488460(NAD 83)
 DL4367
 DL4367                          SUPERSEDED SURVEY CONTROL
 DL4367
 DL4367.No superseded survey control is available for this station.
 DL4367
 DL4367_MARKER: DD = SURVEY DISK
 DL4367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4367_STAMPING: 6S01 2006
 DL4367_MARK LOGO: WIDT
 DL4367_PROJECTION: RECESSED 6 CENTIMETERS
 DL4367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4367+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 DL4367
 DL4367  HISTORY     - Date     Condition        Report By
 DL4367  HISTORY     - 2005     MONUMENTED       WIDT
 DL4367  HISTORY     - 20080723 GOOD             WIDT
 DL4367
 DL4367                          STATION DESCRIPTION
 DL4367
 DL4367'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4367'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHEAST OF BOYD,
 DL4367'5.5 MI (8.8 KM) NORTH-NORTHWEST OF STANLEY AND 3.0 MI (4.8 KM) EAST OF
 DL4367'COLBURN.
 DL4367'
 DL4367'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL4367'HIGHWAY G APPROXIMATELY 2.3 MI (3.7 KM) SOUTHWEST OF THE CITY OF
 DL4367'STANLEY, GO NORTH ON COUNTY HIGHWAY G FOR 5.5 MI (8.8 KM) TO 130TH
 DL4367'AVENUE.  CONTINUE NORTH ON COUNTY HIGHWAY G FOR 65 M (213.3 FT) TO THE
 DL4367'STATION ON THE RIGHT.
 DL4367'
 DL4367'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4367'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4367'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 6 CM (2
 DL4367'INCHES) BELOW GROUND LEVEL AND APPROXIMATELY 1.7 M (5.6 FT) LOWER THAN
 DL4367'THE HIGHWAY PAVEMENT, 9.3 M (30.5 FT) EAST OF THE CENTERLINE OF COUNTY
 DL4367'HIGHWAY G, 26.8 M (87.9 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 DL4367'PRIVATE ENTRANCE NUMBER 13044, 20.2 M (66.3 FT) EAST-NORTHEAST OF A
 DL4367'POWER POLE WITH ONE TRANSFORMER AND THREE GUY WIRES NEXT TO AN
 DL4367'ELECTRICAL METER BOX, 0.8 M (2.6 FT) WEST OF A METAL FENCE AND 1.0 M
 DL4367'(3.3 FT) EAST, 1.0 M (3.3 FT) SOUTHWEST AND 1.0 M (3.3 FT) NORTHWEST
 DL4367'OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4367'
 DL4367'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DL4367'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4368 ***********************************************************************
 DL4368  DESIGNATION -  6S02
 DL4368  PID         -  DL4368
 DL4368  STATE/COUNTY-  WI/CHIPPEWA
 DL4368  COUNTRY     -  US
 DL4368  USGS QUAD   -  HURON (2018)
 DL4368
 DL4368                         *CURRENT SURVEY CONTROL
 DL4368  ______________________________________________________________________
 DL4368* NAD 83(1986) POSITION- 45 05 20.1    (N) 090 59 08.2    (W)   HD_HELD2
 DL4368* NAVD 88 ORTHO HEIGHT -   349.362 (meters)     1146.20  (feet) ADJUSTED
 DL4368  ______________________________________________________________________
 DL4368  GEOID HEIGHT    -        -31.004 (meters)                     GEOID18
 DL4368  DYNAMIC HEIGHT  -        349.333 (meters)     1146.10  (feet) COMP
 DL4368  MODELED GRAVITY -    980,522.8   (mgal)                       NAVD 88
 DL4368
 DL4368  VERT ORDER      -  SECOND    CLASS I
 DL4368
 DL4368.The horizontal coordinates were established by autonomous hand held GPS
 DL4368.observations and have an estimated accuracy of +/- 10 meters.
 DL4368
 DL4368.The orthometric height was determined by differential leveling and
 DL4368.adjusted by the WI DEPT OF TRANSP
 DL4368.in May 2012.
 DL4368
 DL4368.No vertical observational check was made to the station.
 DL4368
 DL4368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4368.GEOID18 height accuracy estimate available here.
 DL4368
 DL4368.Click photographs - Photos may exist for this station.
 DL4368
 DL4368.The dynamic height is computed by dividing the NAVD 88
 DL4368.geopotential number by the normal gravity value computed on the
 DL4368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4368.degrees latitude (g = 980.6199 gals.).
 DL4368
 DL4368.The modeled gravity was interpolated from observed gravity values.
 DL4368
 DL4368;                    North         East    Units  Estimated Accuracy
 DL4368;SPC WI C     -   139,991.      522,414.      MT  (+/- 10 meters HH2 GPS)
 DL4368
 DL4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5851894801(NAD 83)
 DL4368
 DL4368                          SUPERSEDED SURVEY CONTROL
 DL4368
 DL4368.No superseded survey control is available for this station.
 DL4368
 DL4368_MARKER: DD = SURVEY DISK
 DL4368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4368_STAMPING: 6S02 2006
 DL4368_MARK LOGO: WIDT
 DL4368_PROJECTION: FLUSH
 DL4368_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4368+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 DL4368
 DL4368  HISTORY     - Date     Condition        Report By
 DL4368  HISTORY     - 2005     MONUMENTED       WIDT
 DL4368  HISTORY     - 20080723 GOOD             WIDT
 DL4368
 DL4368                          STATION DESCRIPTION
 DL4368
 DL4368'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4368'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF RUBY, 4.4 MI
 DL4368'(7.1 KM) NORTHEAST OF COLBURN AND 2.1 MI (3.4 KM) SOUTH OF HURON.
 DL4368'
 DL4368'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DL4368'HIGHWAY S APPROXIMATELY 11 MI (17.7 KM) NORTHWEST OF THE CITY OF
 DL4368'STANLEY, GO SOUTH ON COUNTY HIGHWAY G FOR 1.6 MI (2.6 KM) TO 170TH
 DL4368'AVENUE.  TURN RIGHT AND GO WEST ON 170TH AVENUE FOR 120 M (393.7 FT)
 DL4368'TO THE STATION ON THE RIGHT.
 DL4368'
 DL4368'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4368'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4368'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4368'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE ROAD PAVEMENT,
 DL4368'8.7 M (28.5 FT) NORTH OF THE CENTERLINE OF 170TH AVENUE, 101 M (331.4
 DL4368'FT) WEST OF A WEIGHT LIMIT SIGN POST, 6.7 M (22.0 FT) EAST OF THE
 DL4368'CENTERLINE OF A FIELD ENTRANCE, 0.7 M (2.3 FT) SOUTH OF A CULTIVATED
 DL4368'FIELD AND 1.0 M (3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHWEST AND 1.0 M
 DL4368'(3.3 FT) SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4368'
 DL4368'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4368'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4369 ***********************************************************************
 DL4369  DESIGNATION -  6S03
 DL4369  PID         -  DL4369
 DL4369  STATE/COUNTY-  WI/CHIPPEWA
 DL4369  COUNTRY     -  US
 DL4369  USGS QUAD   -  HURON (2018)
 DL4369
 DL4369                         *CURRENT SURVEY CONTROL
 DL4369  ______________________________________________________________________
 DL4369* NAD 83(1986) POSITION- 45 06 45.6    (N) 090 59 06.5    (W)   HD_HELD2
 DL4369* NAVD 88 ORTHO HEIGHT -   334.451 (meters)     1097.28  (feet) ADJUSTED
 DL4369  ______________________________________________________________________
 DL4369  GEOID HEIGHT    -        -30.929 (meters)                     GEOID18
 DL4369  DYNAMIC HEIGHT  -        334.424 (meters)     1097.19  (feet) COMP
 DL4369  MODELED GRAVITY -    980,527.6   (mgal)                       NAVD 88
 DL4369
 DL4369  VERT ORDER      -  SECOND    CLASS I
 DL4369
 DL4369.The horizontal coordinates were established by autonomous hand held GPS
 DL4369.observations and have an estimated accuracy of +/- 10 meters.
 DL4369
 DL4369.The orthometric height was determined by differential leveling and
 DL4369.adjusted by the WI DEPT OF TRANSP
 DL4369.in May 2012.
 DL4369
 DL4369.No vertical observational check was made to the station.
 DL4369
 DL4369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4369.GEOID18 height accuracy estimate available here.
 DL4369
 DL4369.Click photographs - Photos may exist for this station.
 DL4369
 DL4369.The dynamic height is computed by dividing the NAVD 88
 DL4369.geopotential number by the normal gravity value computed on the
 DL4369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4369.degrees latitude (g = 980.6199 gals.).
 DL4369
 DL4369.The modeled gravity was interpolated from observed gravity values.
 DL4369
 DL4369;                    North         East    Units  Estimated Accuracy
 DL4369;SPC WI C     -   142,630.      522,483.      MT  (+/- 10 meters HH2 GPS)
 DL4369
 DL4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5849097441(NAD 83)
 DL4369
 DL4369                          SUPERSEDED SURVEY CONTROL
 DL4369
 DL4369.No superseded survey control is available for this station.
 DL4369
 DL4369_MARKER: DD = SURVEY DISK
 DL4369_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4369_SP_SET: BRIDGE WING WALL
 DL4369_STAMPING: 6S03 2006
 DL4369_MARK LOGO: WIDT
 DL4369_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4369+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 DL4369
 DL4369  HISTORY     - Date     Condition        Report By
 DL4369  HISTORY     - 2005     MONUMENTED       WIDT
 DL4369  HISTORY     - 20080723 GOOD             WIDT
 DL4369
 DL4369                          STATION DESCRIPTION
 DL4369
 DL4369'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4369'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHEAST OF
 DL4369'COLBURN, 4.5 MI (7.2 KM) SOUTH OF RUBY AND 0.5 MI (0.8 KM)
 DL4369'SOUTH-SOUTHWEST OF HURON.
 DL4369'
 DL4369'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DL4369'HIGHWAY S APPROXIMATELY 11 MI (17.7 KM) NORTHWEST OF THE CITY OF
 DL4369'STANLEY, GO NORTH ON COUNTY HIGHWAY G AND COUNTY HIGHWAY S FOR 118 M
 DL4369'(387.1 FT) TO A BRIDGE AND THE STATION ON THE RIGHT.
 DL4369'
 DL4369'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4369'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4369'THE WEST END OF THE NORTHEAST BRIDGE WING WALL AND APPROXIMATELY LEVEL
 DL4369'WITH THE HIGHWAY PAVEMENT, 4.7 M (15.4 FT) EAST OF THE CENTERLINE OF
 DL4369'COUNTY HIGHWAY G AND COUNTY HIGHWAY SOUTH, 38.5 M (126.3 FT) SOUTHEAST
 DL4369'OF A COUNTY S RIGHT ARROW AHEAD SIGN POST, 15.0 M (49.2 FT) SOUTHWEST
 DL4369'OF A POWER POLE, 50 CM (20 INCHES) NORTH OF THE SOUTH EDGE OF THE
 DL4369'NORTHEAST WING WALL, 25 CM (10 INCHES) NORTH OF A METAL GUARD RAIL
 DL4369'POST AND 2.9 M (9.5 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DL4369'
 DL4369'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DL4369'QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE HORIZON AND TREES IN THE
 DL4369'EAST QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4370 ***********************************************************************
 DL4370  DESIGNATION -  6S04
 DL4370  PID         -  DL4370
 DL4370  STATE/COUNTY-  WI/CHIPPEWA
 DL4370  COUNTRY     -  US
 DL4370  USGS QUAD   -  HURON (2018)
 DL4370
 DL4370                         *CURRENT SURVEY CONTROL
 DL4370  ______________________________________________________________________
 DL4370* NAD 83(1986) POSITION- 45 07 20.2    (N) 090 59 52.2    (W)   HD_HELD2
 DL4370* NAVD 88 ORTHO HEIGHT -   335.624 (meters)     1101.13  (feet) ADJUSTED
 DL4370  ______________________________________________________________________
 DL4370  GEOID HEIGHT    -        -30.888 (meters)                     GEOID18
 DL4370  DYNAMIC HEIGHT  -        335.599 (meters)     1101.04  (feet) COMP
 DL4370  MODELED GRAVITY -    980,530.6   (mgal)                       NAVD 88
 DL4370
 DL4370  VERT ORDER      -  SECOND    CLASS I
 DL4370
 DL4370.The horizontal coordinates were established by autonomous hand held GPS
 DL4370.observations and have an estimated accuracy of +/- 10 meters.
 DL4370
 DL4370.The orthometric height was determined by differential leveling and
 DL4370.adjusted by the WI DEPT OF TRANSP
 DL4370.in May 2012.
 DL4370
 DL4370.No vertical observational check was made to the station.
 DL4370
 DL4370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4370.GEOID18 height accuracy estimate available here.
 DL4370
 DL4370.Click photographs - Photos may exist for this station.
 DL4370
 DL4370.The dynamic height is computed by dividing the NAVD 88
 DL4370.geopotential number by the normal gravity value computed on the
 DL4370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4370.degrees latitude (g = 980.6199 gals.).
 DL4370
 DL4370.The modeled gravity was interpolated from observed gravity values.
 DL4370
 DL4370;                    North         East    Units  Estimated Accuracy
 DL4370;SPC WI C     -   143,710.      521,497.      MT  (+/- 10 meters HH2 GPS)
 DL4370
 DL4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5746598484(NAD 83)
 DL4370
 DL4370                          SUPERSEDED SURVEY CONTROL
 DL4370
 DL4370.No superseded survey control is available for this station.
 DL4370
 DL4370_MARKER: DD = SURVEY DISK
 DL4370_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4370_SP_SET: BRIDGE WING WALL
 DL4370_STAMPING: 6S04 2006
 DL4370_MARK LOGO: WIDT
 DL4370_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4370+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 DL4370
 DL4370  HISTORY     - Date     Condition        Report By
 DL4370  HISTORY     - 2005     MONUMENTED       WIDT
 DL4370  HISTORY     - 20080723 GOOD             WIDT
 DL4370
 DL4370                          STATION DESCRIPTION
 DL4370
 DL4370'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4370'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF
 DL4370'COLBURN, 3.8 MI (6.1 KM) SOUTH OF RUBY AND 0.8 MI (1.3 KM)
 DL4370'WEST-NORTHWEST OF HURON.
 DL4370'
 DL4370'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DL4370'HIGHWAY S APPROXIMATELY 11 MI (17.7 KM) NORTHWEST OF THE CITY OF
 DL4370'STANLEY, GO NORTH ON COUNTY HIGHWAY G AND COUNTY HIGHWAY S FOR 0.4 MI
 DL4370'(0.6 KM) TO COUNTY HIGHWAY S RIGHT AND COUNTY HIGHWAY G LEFT, CURVE
 DL4370'LEFT AND GO NORTHWEST ON COUNTY HIGHWAY G FOR 0.9 MI (1.4 KM) TO A
 DL4370'BRIDGE AND THE STATION ON THE LEFT.
 DL4370'
 DL4370'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4370'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4370'THE EAST END OF THE NORTHWEST BRIDGE WING WALL AND APPROXIMATELY 7 CM
 DL4370'(3 INCHES) HIGHER THAN THE HIGHWAY PAVEMENT, 4.1 M (13.5 FT) SOUTHWEST
 DL4370'OF THE CENTERLINE OF COUNTY HIGHWAY G, 83 M (272.3 FT) SOUTH OF 192ND
 DL4370'AVENUE, 33 CM (13 INCHES) SOUTHWEST OF THE NORTHEAST END OF THE WING
 DL4370'WALL, 26 CM (10 INCHES) SOUTHEAST OF THE NORTHWEST EDGE OF THE WING
 DL4370'WALL AND 0.8 M (2.6 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4370'
 DL4370'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE THE BRIDGE STRUCTURE AND
 DL4370'TREES IN THE EAST QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4371 ***********************************************************************
 DL4371  DESIGNATION -  6S05
 DL4371  PID         -  DL4371
 DL4371  STATE/COUNTY-  WI/CHIPPEWA
 DL4371  COUNTRY     -  US
 DL4371  USGS QUAD   -  RUBY (2018)
 DL4371
 DL4371                         *CURRENT SURVEY CONTROL
 DL4371  ______________________________________________________________________
 DL4371* NAD 83(1986) POSITION- 45 08 52.4    (N) 090 59 32.9    (W)   HD_HELD2
 DL4371* NAVD 88 ORTHO HEIGHT -   351.656 (meters)     1153.72  (feet) ADJUSTED
 DL4371  ______________________________________________________________________
 DL4371  GEOID HEIGHT    -        -30.800 (meters)                     GEOID18
 DL4371  DYNAMIC HEIGHT  -        351.632 (meters)     1153.65  (feet) COMP
 DL4371  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 DL4371
 DL4371  VERT ORDER      -  SECOND    CLASS I
 DL4371
 DL4371.The horizontal coordinates were established by autonomous hand held GPS
 DL4371.observations and have an estimated accuracy of +/- 10 meters.
 DL4371
 DL4371.The orthometric height was determined by differential leveling and
 DL4371.adjusted by the WI DEPT OF TRANSP
 DL4371.in May 2012.
 DL4371
 DL4371.No vertical observational check was made to the station.
 DL4371
 DL4371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4371.GEOID18 height accuracy estimate available here.
 DL4371
 DL4371.Click photographs - Photos may exist for this station.
 DL4371
 DL4371.The dynamic height is computed by dividing the NAVD 88
 DL4371.geopotential number by the normal gravity value computed on the
 DL4371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4371.degrees latitude (g = 980.6199 gals.).
 DL4371
 DL4371.The modeled gravity was interpolated from observed gravity values.
 DL4371
 DL4371;                    North         East    Units  Estimated Accuracy
 DL4371;SPC WI C     -   146,551.      521,954.      MT  (+/- 10 meters HH2 GPS)
 DL4371
 DL4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5781601339(NAD 83)
 DL4371
 DL4371                          SUPERSEDED SURVEY CONTROL
 DL4371
 DL4371.No superseded survey control is available for this station.
 DL4371
 DL4371_MARKER: DD = SURVEY DISK
 DL4371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4371_STAMPING: 6S05 2006
 DL4371_MARK LOGO: WIDT
 DL4371_PROJECTION: FLUSH
 DL4371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4371+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 DL4371
 DL4371  HISTORY     - Date     Condition        Report By
 DL4371  HISTORY     - 2005     MONUMENTED       WIDT
 DL4371  HISTORY     - 20080723 GOOD             WIDT
 DL4371
 DL4371                          STATION DESCRIPTION
 DL4371
 DL4371'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4371'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST OF CORNELL, 2.0 MI
 DL4371'(3.2 KM) SOUTH OF RUBY AND 2.0 MI (3.2 KM) NORTH-NORTHWEST OF HURON.
 DL4371'
 DL4371'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DL4371'HIGHWAY G APPROXIMATELY 8 MI (12.9 KM) EAST OF THE CITY OF CORNELL, GO
 DL4371'SOUTH ON COUNTY HIGHWAY G FOR 1.0 MI (1.6 KM) TO 210TH AVENUE LEFT,
 DL4371'CURVE RIGHT AND GO WEST AND SOUTH ON COUNTY HIGHWAY G FOR 0.25 MI (0.4
 DL4371'KM) TO THE STATION ON THE RIGHT.
 DL4371'
 DL4371'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4371'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4371'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4371'GROUND AND APPROXIMATELY 0.7 M (2.3 FT) LOWER THAN THE HIGHWAY
 DL4371'PAVEMENT, 8.9 M (29.2 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY G,
 DL4371'50.0 M (164.0 FT) SOUTH OF A RIGHT ARROW SIGN POST, 23.3 M (76.4 FT)
 DL4371'NORTH OF A POWER POLE WITH ONE GUY WIRE, 16.7 M (54.8 FT) NORTH OF THE
 DL4371'CENTERLINE OF A FIELD ENTRANCE, 0.6 M (2.0 FT) EAST OF A METAL FENCE
 DL4371'AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT)
 DL4371'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4371'
 DL4371'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4371'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4383 ***********************************************************************
 DL4383  DESIGNATION -  6S46
 DL4383  PID         -  DL4383
 DL4383  STATE/COUNTY-  WI/TAYLOR
 DL4383  COUNTRY     -  US
 DL4383  USGS QUAD   -  RUBY (2018)
 DL4383
 DL4383                         *CURRENT SURVEY CONTROL
 DL4383  ______________________________________________________________________
 DL4383* NAD 83(1986) POSITION- 45 11 50.09   (N) 090 54 18.75   (W)   HD_HELD1
 DL4383* NAVD 88 ORTHO HEIGHT -   367.277 (meters)     1204.97  (feet) ADJUSTED
 DL4383  ______________________________________________________________________
 DL4383  GEOID HEIGHT    -        -30.707 (meters)                     GEOID18
 DL4383  DYNAMIC HEIGHT  -        367.254 (meters)     1204.90  (feet) COMP
 DL4383  MODELED GRAVITY -    980,543.1   (mgal)                       NAVD 88
 DL4383
 DL4383  VERT ORDER      -  SECOND    CLASS I
 DL4383
 DL4383.The horizontal coordinates were determined by differentially corrected
 DL4383.hand held GPS observations or other comparable positioning techniques
 DL4383.and have an estimated accuracy of +/- 3 meters.
 DL4383
 DL4383.The orthometric height was determined by differential leveling and
 DL4383.adjusted by the WI DEPT OF TRANSP
 DL4383.in May 2012.
 DL4383
 DL4383.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4383.GEOID18 height accuracy estimate available here.
 DL4383
 DL4383.Click photographs - Photos may exist for this station.
 DL4383
 DL4383.The dynamic height is computed by dividing the NAVD 88
 DL4383.geopotential number by the normal gravity value computed on the
 DL4383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4383.degrees latitude (g = 980.6199 gals.).
 DL4383
 DL4383.The modeled gravity was interpolated from observed gravity values.
 DL4383
 DL4383;                    North         East    Units  Estimated Accuracy
 DL4383;SPC WI C     -   151,955.2     528,877.1     MT  (+/- 3 meters HH1 GPS) 
 DL4383
 DL4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6453306997(NAD 83)
 DL4383
 DL4383                          SUPERSEDED SURVEY CONTROL
 DL4383
 DL4383.No superseded survey control is available for this station.
 DL4383
 DL4383_MARKER: DD = SURVEY DISK
 DL4383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4383_STAMPING: 6S46 2006
 DL4383_MARK LOGO: WIDT
 DL4383_PROJECTION: FLUSH
 DL4383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4383+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2008
 DL4383
 DL4383  HISTORY     - Date     Condition        Report By
 DL4383  HISTORY     - 2005     MONUMENTED       WIDT
 DL4383  HISTORY     - 20080715 GOOD             WIDT
 DL4383
 DL4383                          STATION DESCRIPTION
 DL4383
 DL4383'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4383'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF HURON, 5.2
 DL4383'MI (8.4 KM) WEST-NORTHWEST OF GILMAN AND 4.3 MI (6.9 KM)
 DL4383'EAST-NORTHEAST OF RUBY.
 DL4383'
 DL4383'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DL4383'HIGHWAY H NORTH APPROXIMATELY 4.8 MI (7.7 KM) WEST OF THE VILLAGE OF
 DL4383'GILMAN, GO NORTH ON COUNTY HIGHWAY H FOR 2.0 MI (3.2 KM) TO MILLER
 DL4383'AVENUE.  CONTINUE NORTH ON COUNTY HIGHWAY H FOR 0.36 MI (0.6 KM) TO
 DL4383'THE STATION ON THE LEFT.
 DL4383'
 DL4383'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODTIC
 DL4383'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DL4383'DIAMETER CONCRETE POST 2.2 M (7.2 FT) DEEP, LEVEL WITH THE GROUND AND
 DL4383'APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT, 11.0 M
 DL4383'(36.1 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY H, 1.56 MI (2.5 KM)
 DL4383'SOUTH OF RUED ROAD, 100 M (328.1 FT) SOUTH OF PRIVATE ENTRANCE NUMBER
 DL4383'N4578, 11.4 M (37.4 FT) NORTH OF THE CENTERLINE OF A GATED FIELD
 DL4383'ENTRANCE, 7.4 M (24.3 FT) EAST OF A BARBED WIRE FENCE AND 1.0 M (3.3
 DL4383'FT) WEST, 1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT) NORTHEAST OF
 DL4383'THREE WHITE PLASTIC WITNESS POSTS.
 DL4383'
 DL4383'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DL4383'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4385 ***********************************************************************
 DL4385  DESIGNATION -  6S47
 DL4385  PID         -  DL4385
 DL4385  STATE/COUNTY-  WI/TAYLOR
 DL4385  COUNTRY     -  US
 DL4385  USGS QUAD   -  RUBY (2018)
 DL4385
 DL4385                         *CURRENT SURVEY CONTROL
 DL4385  ______________________________________________________________________
 DL4385* NAD 83(1986) POSITION- 45 14 52.17   (N) 090 54 21.43   (W)   HD_HELD1
 DL4385* NAVD 88 ORTHO HEIGHT -   362.821 (meters)     1190.36  (feet) ADJUSTED
 DL4385  ______________________________________________________________________
 DL4385  GEOID HEIGHT    -        -30.602 (meters)                     GEOID18
 DL4385  DYNAMIC HEIGHT  -        362.802 (meters)     1190.29  (feet) COMP
 DL4385  MODELED GRAVITY -    980,552.2   (mgal)                       NAVD 88
 DL4385
 DL4385  VERT ORDER      -  SECOND    CLASS I
 DL4385
 DL4385.The horizontal coordinates were determined by differentially corrected
 DL4385.hand held GPS observations or other comparable positioning techniques
 DL4385.and have an estimated accuracy of +/- 3 meters.
 DL4385
 DL4385.The orthometric height was determined by differential leveling and
 DL4385.adjusted by the WI DEPT OF TRANSP
 DL4385.in May 2012.
 DL4385
 DL4385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4385.GEOID18 height accuracy estimate available here.
 DL4385
 DL4385.Click photographs - Photos may exist for this station.
 DL4385
 DL4385.The dynamic height is computed by dividing the NAVD 88
 DL4385.geopotential number by the normal gravity value computed on the
 DL4385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4385.degrees latitude (g = 980.6199 gals.).
 DL4385
 DL4385.The modeled gravity was interpolated from observed gravity values.
 DL4385
 DL4385;                    North         East    Units  Estimated Accuracy
 DL4385;SPC WI C     -   157,576.3     528,881.3     MT  (+/- 3 meters HH1 GPS) 
 DL4385
 DL4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6432912614(NAD 83)
 DL4385
 DL4385                          SUPERSEDED SURVEY CONTROL
 DL4385
 DL4385.No superseded survey control is available for this station.
 DL4385
 DL4385_MARKER: DD = SURVEY DISK
 DL4385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4385_STAMPING: 6S47 2006
 DL4385_MARK LOGO: WIDT
 DL4385_PROJECTION: FLUSH
 DL4385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4385+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2008
 DL4385
 DL4385  HISTORY     - Date     Condition        Report By
 DL4385  HISTORY     - 2005     MONUMENTED       WIDT
 DL4385  HISTORY     - 20080714 GOOD             WIDT
 DL4385
 DL4385                          STATION DESCRIPTION
 DL4385
 DL4385'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4385'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHEAST OF RUBY, 5.7
 DL4385'MI (9.2 KM) WEST OF HANNIBAL AND 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF
 DL4385'SHELDON.
 DL4385'
 DL4385'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DL4385'HIGHWAY H APPROXIMATELY 5.6 MI (9.0 KM) WEST OF THE COMMUNITY OF
 DL4385'HANNIBAL, GO SOUTH ON COUNTY HIGHWAY H FOR 0.31 MI (0.5 KM) TO THE
 DL4385'STATION ON THE RIGHT.
 DL4385'
 DL4385'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4385'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4385'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DL4385'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DL4385'PAVEMENT, 7.3 M (24.0 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY H,
 DL4385'0.80 MI (1.3 KM) NORTH OF MELODY LANE, 69.0 M (226.4 FT)
 DL4385'SOUTH-SOUTHWEST OF POWER POLE NUMBER 32420-24 WITH ONE TRANSFORMER,
 DL4385'GUY WIRE AND A WIRE OVER THE HIGHWAY, 44.5 M (146.0 FT) NORTHWEST OF
 DL4385'POWER POLE NUMBER 20-25, 38.7 M (127.0 FT) SOUTH OF THE CENTERLINE OF
 DL4385'A FIELD ENTRANCE, 2.3 M (7.5 FT) EAST OF A CULTIVATED FIELD AND 1.0 M
 DL4385'(3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT) NORTHEAST
 DL4385'OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4385'
 DL4385'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4385'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4386 ***********************************************************************
 DL4386  DESIGNATION -  6S48
 DL4386  PID         -  DL4386
 DL4386  STATE/COUNTY-  WI/TAYLOR
 DL4386  COUNTRY     -  US
 DL4386  USGS QUAD   -  SHELDON (2018)
 DL4386
 DL4386                         *CURRENT SURVEY CONTROL
 DL4386  ______________________________________________________________________
 DL4386* NAD 83(1986) POSITION- 45 16 17.53   (N) 090 54 19.13   (W)   HD_HELD1
 DL4386* NAVD 88 ORTHO HEIGHT -   365.924 (meters)     1200.54  (feet) ADJUSTED
 DL4386  ______________________________________________________________________
 DL4386  GEOID HEIGHT    -        -30.570 (meters)                     GEOID18
 DL4386  DYNAMIC HEIGHT  -        365.906 (meters)     1200.48  (feet) COMP
 DL4386  MODELED GRAVITY -    980,555.3   (mgal)                       NAVD 88
 DL4386
 DL4386  VERT ORDER      -  SECOND    CLASS I
 DL4386
 DL4386.The horizontal coordinates were determined by differentially corrected
 DL4386.hand held GPS observations or other comparable positioning techniques
 DL4386.and have an estimated accuracy of +/- 3 meters.
 DL4386
 DL4386.The orthometric height was determined by differential leveling and
 DL4386.adjusted by the WI DEPT OF TRANSP
 DL4386.in May 2012.
 DL4386
 DL4386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4386.GEOID18 height accuracy estimate available here.
 DL4386
 DL4386.Click photographs - Photos may exist for this station.
 DL4386
 DL4386.The dynamic height is computed by dividing the NAVD 88
 DL4386.geopotential number by the normal gravity value computed on the
 DL4386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4386.degrees latitude (g = 980.6199 gals.).
 DL4386
 DL4386.The modeled gravity was interpolated from observed gravity values.
 DL4386
 DL4386;                    North         East    Units  Estimated Accuracy
 DL4386;SPC WI C     -   160,210.7     528,960.8     MT  (+/- 3 meters HH1 GPS) 
 DL4386
 DL4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6431115249(NAD 83)
 DL4386
 DL4386                          SUPERSEDED SURVEY CONTROL
 DL4386
 DL4386.No superseded survey control is available for this station.
 DL4386
 DL4386_MARKER: DD = SURVEY DISK
 DL4386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4386_STAMPING: 6S48 2006
 DL4386_MARK LOGO: WIDT
 DL4386_PROJECTION: FLUSH
 DL4386_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4386+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 DL4386
 DL4386  HISTORY     - Date     Condition        Report By
 DL4386  HISTORY     - 2005     MONUMENTED       WIDT
 DL4386  HISTORY     - 20080711 GOOD             WIDT
 DL4386
 DL4386                          STATION DESCRIPTION
 DL4386
 DL4386'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4386'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHWEST OF JUMP RIVER,
 DL4386'5.8 MI (9.3 KM) WEST-NORTHWEST OF HANNIBAL AND 3.6 MI (5.8 KM)
 DL4386'SOUTHEAST OF SHELDON.
 DL4386'
 DL4386'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DL4386'HIGHWAY H APPROXIMATELY 5.6 MI (9.0 KM) WEST OF THE COMMUNITY OF
 DL4386'HANNIBAL, GO NORTH ON COUNTY HIGHWAY H FOR 1.30 MI (2.1 KM) TO THE
 DL4386'STATION ON THE LEFT.
 DL4386'
 DL4386'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4386'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4386'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DL4386'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY
 DL4386'PAVEMENT, 9.3 M (30.5 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY H,
 DL4386'1.40 MI (2.3 KM) SOUTH OF ELK AVENUE, 82.8 M (271.7 FT) NORTH OF THE
 DL4386'EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER N6594, 45.3 M (148.6
 DL4386'FT) NORTH OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 29.6 M (97.1
 DL4386'FT) NORTHWEST OF POWER POLE NUMBER 8-20, 1.1 M (3.6 FT) EAST OF A
 DL4386'CULTIVTED FIELD AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST AND
 DL4386'1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4386'
 DL4386'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4386'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4387 ***********************************************************************
 DL4387  DESIGNATION -  6S49
 DL4387  PID         -  DL4387
 DL4387  STATE/COUNTY-  WI/TAYLOR
 DL4387  COUNTRY     -  US
 DL4387  USGS QUAD   -  SHELDON (2018)
 DL4387
 DL4387                         *CURRENT SURVEY CONTROL
 DL4387  ______________________________________________________________________
 DL4387* NAD 83(1986) POSITION- 45 18 25.72   (N) 090 54 14.13   (W)   HD_HELD1
 DL4387* NAVD 88 ORTHO HEIGHT -   352.380 (meters)     1156.10  (feet) ADJUSTED
 DL4387  ______________________________________________________________________
 DL4387  GEOID HEIGHT    -        -30.541 (meters)                     GEOID18
 DL4387  DYNAMIC HEIGHT  -        352.364 (meters)     1156.05  (feet) COMP
 DL4387  MODELED GRAVITY -    980,559.1   (mgal)                       NAVD 88
 DL4387
 DL4387  VERT ORDER      -  SECOND    CLASS I
 DL4387
 DL4387.The horizontal coordinates were determined by differentially corrected
 DL4387.hand held GPS observations or other comparable positioning techniques
 DL4387.and have an estimated accuracy of +/- 3 meters.
 DL4387
 DL4387.The orthometric height was determined by differential leveling and
 DL4387.adjusted by the WI DEPT OF TRANSP
 DL4387.in May 2012.
 DL4387
 DL4387.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4387.GEOID18 height accuracy estimate available here.
 DL4387
 DL4387.Click photographs - Photos may exist for this station.
 DL4387
 DL4387.The dynamic height is computed by dividing the NAVD 88
 DL4387.geopotential number by the normal gravity value computed on the
 DL4387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4387.degrees latitude (g = 980.6199 gals.).
 DL4387
 DL4387.The modeled gravity was interpolated from observed gravity values.
 DL4387
 DL4387;                    North         East    Units  Estimated Accuracy
 DL4387;SPC WI C     -   164,166.5     529,113.8     MT  (+/- 3 meters HH1 GPS) 
 DL4387
 DL4387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6431719208(NAD 83)
 DL4387
 DL4387                          SUPERSEDED SURVEY CONTROL
 DL4387
 DL4387.No superseded survey control is available for this station.
 DL4387
 DL4387_MARKER: DD = SURVEY DISK
 DL4387_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4387_SP_SET: BRIDGE ABUTMENT
 DL4387_STAMPING: 6S49 2006
 DL4387_MARK LOGO: WIDT
 DL4387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4387+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2008
 DL4387
 DL4387  HISTORY     - Date     Condition        Report By
 DL4387  HISTORY     - 2006     MONUMENTED       WIDT
 DL4387  HISTORY     - 20080710 GOOD             WIDT
 DL4387
 DL4387                          STATION DESCRIPTION
 DL4387
 DL4387'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4387'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) NORTH-NORTHEAST OF RUBY,
 DL4387'5.9 MI (9.5 KM) WEST-SOUTHWEST OF JUMP RIVER AND 2.5 MI (4.0 KM) EAST
 DL4387'OF SHELDON.
 DL4387'
 DL4387'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WEST WITH
 DL4387'COUNTY HIGHWAY H APPROXIMATELY 4 MI (6.4 KM) NORTHEAST OF THE VILLAGE
 DL4387'OF SHELDON, GO SOUTH ON COUNTY HIGHWAY H FOR 0.75 MI (1.2 KM) TO SPUR
 DL4387'ROAD.  CONTINUE SOUTH ON COUNTY HIGHWAY H FOR 0.43 MI (0.7 KM) TO A
 DL4387'BRIDGE AND THE STATION ON THE LEFT.
 DL4387'
 DL4387'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4387'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4387'THE EAST END OF THE NORTH BRIDGE ABUTMENT LEVEL WITH THE HIGHWAY
 DL4387'PAVEMENT, 4.7 M (15.4 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY H,
 DL4387'124 M (406.8 FT) SOUTH OF PRIVATE ENTRANCE NUMBER 7654, 95 M (311.7
 DL4387'FT) NORTH OF DEER AVENUE, 15 CM (6 INCHES) WEST OF THE EAST END OF THE
 DL4387'ABUTMENT AND 2.5 M (8.2 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DL4387'
 DL4387'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DL4387'QUADRANTS EXTENDING TO 80 DEGREES AND TREES IN THE WEST QUADRANTS
 DL4387'EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4389 ***********************************************************************
 DL4389  DESIGNATION -  6S50
 DL4389  PID         -  DL4389
 DL4389  STATE/COUNTY-  WI/TAYLOR
 DL4389  COUNTRY     -  US
 DL4389  USGS QUAD   -  JUMP RIVER (2018)
 DL4389
 DL4389                         *CURRENT SURVEY CONTROL
 DL4389  ______________________________________________________________________
 DL4389* NAD 83(1986) POSITION- 45 20 25.14   (N) 090 52 25.99   (W)   HD_HELD1
 DL4389* NAVD 88 ORTHO HEIGHT -   366.183 (meters)     1201.39  (feet) ADJUSTED
 DL4389  ______________________________________________________________________
 DL4389  GEOID HEIGHT    -        -30.517 (meters)                     GEOID18
 DL4389  DYNAMIC HEIGHT  -        366.167 (meters)     1201.33  (feet) COMP
 DL4389  MODELED GRAVITY -    980,561.4   (mgal)                       NAVD 88
 DL4389
 DL4389  VERT ORDER      -  SECOND    CLASS I
 DL4389
 DL4389.The horizontal coordinates were determined by differentially corrected
 DL4389.hand held GPS observations or other comparable positioning techniques
 DL4389.and have an estimated accuracy of +/- 3 meters.
 DL4389
 DL4389.The orthometric height was determined by differential leveling and
 DL4389.adjusted by the WI DEPT OF TRANSP
 DL4389.in May 2012.
 DL4389
 DL4389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4389.GEOID18 height accuracy estimate available here.
 DL4389
 DL4389.Click photographs - Photos may exist for this station.
 DL4389
 DL4389.The dynamic height is computed by dividing the NAVD 88
 DL4389.geopotential number by the normal gravity value computed on the
 DL4389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4389.degrees latitude (g = 980.6199 gals.).
 DL4389
 DL4389.The modeled gravity was interpolated from observed gravity values.
 DL4389
 DL4389;                    North         East    Units  Estimated Accuracy
 DL4389;SPC WI C     -   167,827.1     531,509.1     MT  (+/- 3 meters HH1 GPS) 
 DL4389
 DL4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6657422955(NAD 83)
 DL4389
 DL4389                          SUPERSEDED SURVEY CONTROL
 DL4389
 DL4389.No superseded survey control is available for this station.
 DL4389
 DL4389_MARKER: DD = SURVEY DISK
 DL4389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4389_STAMPING: 6S50 2006
 DL4389_MARK LOGO: WIDT
 DL4389_PROJECTION: FLUSH
 DL4389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4389+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2008
 DL4389
 DL4389  HISTORY     - Date     Condition        Report By
 DL4389  HISTORY     - 2005     MONUMENTED       WIDT
 DL4389  HISTORY     - 20080710 GOOD             WIDT
 DL4389
 DL4389                          STATION DESCRIPTION
 DL4389
 DL4389'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4389'THE STATION IS LOCATED ABOUT 11.4 MI (18.3 KM) SOUTH-SOUTHEAST OF
 DL4389'TONY, 4.5 MI (7.2 KM) EAST-NORTHEAST OF SHELDON AND 3.7 MI (6.0 KM)
 DL4389'WEST-SOUTHWEST OF JUMP RIVER.
 DL4389'
 DL4389'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DL4389'HIGHWAY D APPROXIMATELY 4 MI (6.4 KM) NORTHEAST OF THE VILLAGE OF
 DL4389'SHELDON, GO NORTH ON COUNTY HIGHWAY H FOR 0.2 MI (0.3 KM) TO OLD 194
 DL4389'RIGHT.  TURN RIGHT AND GO EAST AND NORTH ON OLD 194 FOR 1.4 MI (2.3
 DL4389'KM) TO MARSH DRIVE LEFT.  CONTINUE EAST AND NORTH ON OLD 194 FOR 0.80
 DL4389'MI (1.3 KM) TO THE STATION ON THE LEFT.
 DL4389'
 DL4389'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4389'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4389'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DL4389'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT,
 DL4389'8.0 M (26.2 FT) WEST OF THE CENTERLINE OF OLD 194, 0.50 MI (0.8 KM)
 DL4389'WEST AND SOUTH OF ROSS ROAD, 0.31 MI (0.5 KM) NORTH OF PRIVATE
 DL4389'ENTRANCE NUMBER 8418, 0.10 MI (0.2 KM) SOUTHWEST AND SOUTH OF PRIVATE
 DL4389'ENTRANCE NUMBER 16202, 24.5 M (80.4 FT) NORTHWEST OF POWER POLE NUMBER
 DL4389'16-14, 7.5 M (24.6 FT) NORTH OF THE CENTERLINE OF A FIELD ENTRANCE,
 DL4389'3.7 M (12.1 FT) NORTHWEST OF A WOODEN POST AND 1.0 M (3.3 FT) WEST,
 DL4389'1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE
 DL4389'PLASTIC WITNESS POSTS.
 DL4389'
 DL4389'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4389'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4390 ***********************************************************************
 DL4390  DESIGNATION -  6S51
 DL4390  PID         -  DL4390
 DL4390  STATE/COUNTY-  WI/TAYLOR
 DL4390  COUNTRY     -  US
 DL4390  USGS QUAD   -  JUMP RIVER (2018)
 DL4390
 DL4390                         *CURRENT SURVEY CONTROL
 DL4390  ______________________________________________________________________
 DL4390* NAD 83(1986) POSITION- 45 20 57.60   (N) 090 50 47.65   (W)   HD_HELD1
 DL4390* NAVD 88 ORTHO HEIGHT -   371.186 (meters)     1217.80  (feet) ADJUSTED
 DL4390  ______________________________________________________________________
 DL4390  GEOID HEIGHT    -        -30.516 (meters)                     GEOID18
 DL4390  DYNAMIC HEIGHT  -        371.169 (meters)     1217.74  (feet) COMP
 DL4390  MODELED GRAVITY -    980,560.6   (mgal)                       NAVD 88
 DL4390
 DL4390  VERT ORDER      -  SECOND    CLASS I
 DL4390
 DL4390.The horizontal coordinates were determined by differentially corrected
 DL4390.hand held GPS observations or other comparable positioning techniques
 DL4390.and have an estimated accuracy of +/- 3 meters.
 DL4390
 DL4390.The orthometric height was determined by differential leveling and
 DL4390.adjusted by the WI DEPT OF TRANSP
 DL4390.in May 2012.
 DL4390
 DL4390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4390.GEOID18 height accuracy estimate available here.
 DL4390
 DL4390.Click photographs - Photos may exist for this station.
 DL4390
 DL4390.The dynamic height is computed by dividing the NAVD 88
 DL4390.geopotential number by the normal gravity value computed on the
 DL4390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4390.degrees latitude (g = 980.6199 gals.).
 DL4390
 DL4390.The modeled gravity was interpolated from observed gravity values.
 DL4390
 DL4390;                    North         East    Units  Estimated Accuracy
 DL4390;SPC WI C     -   168,806.4     533,660.4     MT  (+/- 3 meters HH1 GPS) 
 DL4390
 DL4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6868824013(NAD 83)
 DL4390
 DL4390                          SUPERSEDED SURVEY CONTROL
 DL4390
 DL4390.No superseded survey control is available for this station.
 DL4390
 DL4390_MARKER: DD = SURVEY DISK
 DL4390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4390_STAMPING: 6S51 2006
 DL4390_MARK LOGO: WIDT
 DL4390_PROJECTION: FLUSH
 DL4390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4390+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2008
 DL4390
 DL4390  HISTORY     - Date     Condition        Report By
 DL4390  HISTORY     - 2005     MONUMENTED       WIDT
 DL4390  HISTORY     - 20080709 GOOD             WIDT
 DL4390
 DL4390                          STATION DESCRIPTION
 DL4390
 DL4390'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4390'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) SOUTH OF INGRAM, 6.0 MI
 DL4390'(9.7 KM) EAST-NORTHEAST OF SHELDON AND 2.2 MI (3.5 KM) WEST OF JUMP
 DL4390'RIVER.
 DL4390'
 DL4390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY
 DL4390'HIGHWAY V APPROXIMATELY 1.2 MI (1.9 KM) NORTHWEST OF THE COMMUNITY OF
 DL4390'JUMP RIVER, GO SOUTH ON STATE HIGHWAY 73 FOR 0.8 MI (1.3 KM) TO OLD
 DL4390'194 RIGHT.  TURN RIGHT AND GO SOUTHWEST ON OLD 194 FOR 1.3 MI (2.1 KM)
 DL4390'TO SCHOOL DRIVE RIGHT.  CONTINUE WEST ON OLD 194 FOR 0.20 MI (0.3 KM)
 DL4390'TO THE STATION ON THE LEFT.
 DL4390'
 DL4390'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4390'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4390'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DL4390'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD PAVEMENT,
 DL4390'10.4 M (34.1 FT) SOUTH OF THE CENTERLINE OF OLD 194, 1.2 MI (1.9 KM)
 DL4390'NORTH AND EAST OF ROSS ROAD, 0.10 MI (0.2 KM) EAST OF PRIVATE ENTRANCE
 DL4390'NUMBER 15717 AND 15735, 26.9 M (88.3 FT) SOUTHWEST OF POWER POLE
 DL4390'NUMBER 10-3, 21.3 M (69.9 FT) WEST OF A BIEWER TREE FARM WOODEN SIGN
 DL4390'POST, 16.1 M (52.8 FT) WEST OF THE CENTERLINE OF A FIELD ENTRANCE AND
 DL4390'1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST AND 1.0 M (3.3 FT)
 DL4390'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4390'
 DL4390'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4390'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4395 ***********************************************************************
 DL4395  DESIGNATION -  6S52
 DL4395  PID         -  DL4395
 DL4395  STATE/COUNTY-  WI/TAYLOR
 DL4395  COUNTRY     -  US
 DL4395  USGS QUAD   -  JUMP RIVER (2018)
 DL4395
 DL4395                         *CURRENT SURVEY CONTROL
 DL4395  ______________________________________________________________________
 DL4395* NAD 83(1986) POSITION- 45 22 28.38   (N) 090 49 22.50   (W)   HD_HELD1
 DL4395* NAVD 88 ORTHO HEIGHT -   370.786 (meters)     1216.49  (feet) ADJUSTED
 DL4395  ______________________________________________________________________
 DL4395  GEOID HEIGHT    -        -30.475 (meters)                     GEOID18
 DL4395  DYNAMIC HEIGHT  -        370.771 (meters)     1216.44  (feet) COMP
 DL4395  MODELED GRAVITY -    980,564.4   (mgal)                       NAVD 88
 DL4395
 DL4395  VERT ORDER      -  SECOND    CLASS I
 DL4395
 DL4395.The horizontal coordinates were determined by differentially corrected
 DL4395.hand held GPS observations or other comparable positioning techniques
 DL4395.and have an estimated accuracy of +/- 3 meters.
 DL4395
 DL4395.The orthometric height was determined by differential leveling and
 DL4395.adjusted by the WI DEPT OF TRANSP
 DL4395.in May 2012.
 DL4395
 DL4395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4395.GEOID18 height accuracy estimate available here.
 DL4395
 DL4395.Click photographs - Photos may exist for this station.
 DL4395
 DL4395.The dynamic height is computed by dividing the NAVD 88
 DL4395.geopotential number by the normal gravity value computed on the
 DL4395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4395.degrees latitude (g = 980.6199 gals.).
 DL4395
 DL4395.The modeled gravity was interpolated from observed gravity values.
 DL4395
 DL4395;                    North         East    Units  Estimated Accuracy
 DL4395;SPC WI C     -   171,589.7     535,542.2     MT  (+/- 3 meters HH1 GPS) 
 DL4395
 DL4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7046526865(NAD 83)
 DL4395
 DL4395                          SUPERSEDED SURVEY CONTROL
 DL4395
 DL4395.No superseded survey control is available for this station.
 DL4395
 DL4395_MARKER: DD = SURVEY DISK
 DL4395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4395_STAMPING: 6S52 2006
 DL4395_MARK LOGO: WIDT
 DL4395_PROJECTION: FLUSH
 DL4395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4395+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2008
 DL4395
 DL4395  HISTORY     - Date     Condition        Report By
 DL4395  HISTORY     - 2005     MONUMENTED       WIDT
 DL4395  HISTORY     - 20080709 GOOD             WIDT
 DL4395
 DL4395                          STATION DESCRIPTION
 DL4395
 DL4395'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4395'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH OF INGRAM, 7.8 MI
 DL4395'(12.6 KM) NORTHEAST OF SHELDON AND 1.8 MI (2.9 KM) NORTHWEST OF JUMP
 DL4395'RIVER.
 DL4395'
 DL4395'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY
 DL4395'HIGHWAY V APPROXIMATELY 1.2 MI (1.9 KM) NORTHWEST OF THE COMMUNITY OF
 DL4395'JUMP RIVER, GO NORTH ON STATE HIGHWAY 73 FOR 0.79 MI (1.3 KM) TO THE
 DL4395'STATION ON THE LEFT.
 DL4395'
 DL4395'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4395'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4395'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DL4395'GROUND AND APPROXIMATELY 0.6 M (2.0 FT) LOWER THAN THE HIGHWAY
 DL4395'PAVEMENT, 9.8 M (32.2 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 73,
 DL4395'0.27 MI (0.4 KM) SOUTH OF JOHNSON AVENUE AND THE TAYLOR-RUSK COUNTY
 DL4395'LINE, 0.08 MI (0.1 KM) NORTH OF EXTENDED PRIVATE ENTRANCE NUMBER 9542,
 DL4395'43.5 M (142.7 FT) NORTHWEST OF POWER POLE NUMBER 1-20, 6.1 M (20.0 FT)
 DL4395'NORTHEAST OF A WOODEN CORNER FENCE POST, 4.6 M (15.1 FT) EAST OF A
 DL4395'BARBED WIRE FENCE, 2.3 M (7.5 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 DL4395'A PRIVATE ENTRANCE AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST
 DL4395'AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL4395'
 DL4395'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE EAST AND
 DL4395'SOUTHEAST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4399 ***********************************************************************
 DL4399  DESIGNATION -  6S55
 DL4399  PID         -  DL4399
 DL4399  STATE/COUNTY-  WI/RUSK
 DL4399  COUNTRY     -  US
 DL4399  USGS QUAD   -  SHELDON NE (2018)
 DL4399
 DL4399                         *CURRENT SURVEY CONTROL
 DL4399  ______________________________________________________________________
 DL4399* NAD 83(1986) POSITION- 45 28 05.28   (N) 090 48 41.94   (W)   HD_HELD1
 DL4399* NAVD 88 ORTHO HEIGHT -   387.214 (meters)     1270.38  (feet) ADJUSTED
 DL4399  ______________________________________________________________________
 DL4399  GEOID HEIGHT    -        -30.312 (meters)                     GEOID18
 DL4399  DYNAMIC HEIGHT  -        387.205 (meters)     1270.36  (feet) COMP
 DL4399  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 DL4399
 DL4399  VERT ORDER      -  SECOND    CLASS I
 DL4399
 DL4399.The horizontal coordinates were determined by differentially corrected
 DL4399.hand held GPS observations or other comparable positioning techniques
 DL4399.and have an estimated accuracy of +/- 3 meters.
 DL4399
 DL4399.The orthometric height was determined by differential leveling and
 DL4399.adjusted by the WI DEPT OF TRANSP
 DL4399.in May 2012.
 DL4399
 DL4399.No vertical observational check was made to the station.
 DL4399
 DL4399.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4399.GEOID18 height accuracy estimate available here.
 DL4399
 DL4399.Click photographs - Photos may exist for this station.
 DL4399
 DL4399.The dynamic height is computed by dividing the NAVD 88
 DL4399.geopotential number by the normal gravity value computed on the
 DL4399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4399.degrees latitude (g = 980.6199 gals.).
 DL4399
 DL4399.The modeled gravity was interpolated from observed gravity values.
 DL4399
 DL4399;                    North         East    Units  Estimated Accuracy
 DL4399;SPC WI C     -   181,981.0     536,528.7     MT  (+/- 3 meters HH1 GPS) 
 DL4399
 DL4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7106437285(NAD 83)
 DL4399
 DL4399                          SUPERSEDED SURVEY CONTROL
 DL4399
 DL4399.No superseded survey control is available for this station.
 DL4399
 DL4399_MARKER: DD = SURVEY DISK
 DL4399_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4399_SP_SET: BRIDGE WING WALL
 DL4399_STAMPING: 6S55 2006
 DL4399_MARK LOGO: WIDT
 DL4399_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4399+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2008
 DL4399
 DL4399  HISTORY     - Date     Condition        Report By
 DL4399  HISTORY     - 2005     MONUMENTED       WIDT
 DL4399  HISTORY     - 20080708 GOOD             WIDT
 DL4399
 DL4399                          STATION DESCRIPTION
 DL4399
 DL4399'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4399'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF JUMP RIVER, 5.5
 DL4399'MI (8.8 KM) SOUTHWEST OF HAWKINS AND 2.5 MI (4.0 KM) SOUTH OF INGRAM.
 DL4399'
 DL4399'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4399'HIGHWAY 73 ABOUT 0.5 MI (0.8 KM) NORTH OF THE VILLAGE OF INGRAM, GO
 DL4399'SOUTH ON STATE HIGHWAY 73 FOR 2.3 MI (3.7 KM) TO GRASS ROAD RIGHT AND
 DL4399'NESSA ROAD LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 73 FOR 0.77 MI (1.2
 DL4399'KM) TO BRIDGE NUMBER B-54-16-64 OVER BEAR CREEK AND THE STATION ON THE
 DL4399'RIGHT.
 DL4399'
 DL4399'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4399'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DL4399'THE EAST END OF THE NORTHWEST BRIDGE WING WALL APPROXIMATELY 0.5 M
 DL4399'(1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT, 8.5 M (27.9 FT) WEST OF THE
 DL4399'CENTERLINE OF STATE HIGHWAY 73, 0.22 MI (0.4 KM) NORTH OF TOWN LINE
 DL4399'ROAD, 5.6 M (18.4 FT) SOUTH-SOUTHWEST OF A BEAR CREEK SIGN POST, 3.7 M
 DL4399'(12.1 FT) WEST OF THE WEST GUARD RAIL AND 1.0 M (3.3 FT)
 DL4399'SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DL4399'
 DL4399'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4399'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4400 ***********************************************************************
 DL4400  DESIGNATION -  6S56
 DL4400  PID         -  DL4400
 DL4400  STATE/COUNTY-  WI/RUSK
 DL4400  COUNTRY     -  US
 DL4400  USGS QUAD   -  SHELDON NE (2018)
 DL4400
 DL4400                         *CURRENT SURVEY CONTROL
 DL4400  ______________________________________________________________________
 DL4400* NAD 83(1986) POSITION- 45 29 21.05   (N) 090 48 43.56   (W)   HD_HELD1
 DL4400* NAVD 88 ORTHO HEIGHT -   401.090 (meters)     1315.91  (feet) ADJUSTED
 DL4400  ______________________________________________________________________
 DL4400  GEOID HEIGHT    -        -30.315 (meters)                     GEOID18
 DL4400  DYNAMIC HEIGHT  -        401.078 (meters)     1315.87  (feet) COMP
 DL4400  MODELED GRAVITY -    980,574.0   (mgal)                       NAVD 88
 DL4400
 DL4400  VERT ORDER      -  SECOND    CLASS I
 DL4400
 DL4400.The horizontal coordinates were determined by differentially corrected
 DL4400.hand held GPS observations or other comparable positioning techniques
 DL4400.and have an estimated accuracy of +/- 3 meters.
 DL4400
 DL4400.The orthometric height was determined by differential leveling and
 DL4400.adjusted by the WI DEPT OF TRANSP
 DL4400.in May 2012.
 DL4400
 DL4400.No vertical observational check was made to the station.
 DL4400
 DL4400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4400.GEOID18 height accuracy estimate available here.
 DL4400
 DL4400.Click photographs - Photos may exist for this station.
 DL4400
 DL4400.The dynamic height is computed by dividing the NAVD 88
 DL4400.geopotential number by the normal gravity value computed on the
 DL4400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4400.degrees latitude (g = 980.6199 gals.).
 DL4400
 DL4400.The modeled gravity was interpolated from observed gravity values.
 DL4400
 DL4400;                    North         East    Units  Estimated Accuracy
 DL4400;SPC WI C     -   184,320.5     536,516.9     MT  (+/- 3 meters HH1 GPS) 
 DL4400
 DL4400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7096539622(NAD 83)
 DL4400
 DL4400                          SUPERSEDED SURVEY CONTROL
 DL4400
 DL4400.No superseded survey control is available for this station.
 DL4400
 DL4400_MARKER: DD = SURVEY DISK
 DL4400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4400_STAMPING: 6S56 2006
 DL4400_MARK LOGO: WIDT
 DL4400_PROJECTION: FLUSH
 DL4400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4400+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2008
 DL4400
 DL4400  HISTORY     - Date     Condition        Report By
 DL4400  HISTORY     - 2005     MONUMENTED       WIDT
 DL4400  HISTORY     - 20080707 GOOD             WIDT
 DL4400
 DL4400                          STATION DESCRIPTION
 DL4400
 DL4400'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4400'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST OF TONY, 4.8 MI
 DL4400'(7.7 KM) WEST-SOUTHWEST OF HAWKINS AND 1.1 MI (1.8 KM) SOUTH OF
 DL4400'INGRAM.
 DL4400'
 DL4400'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4400'HIGHWAY 73 ABOUT 0.5 MI (0.8 KM) NORTH OF THE VILLAGE OF INGRAM, GO
 DL4400'SOUTH ON STATE HIGHWAY 73 FOR 0.8 MI (1.3 KM) TO ANDYS ROAD LEFT.
 DL4400'CONTINUE SOUTH ON STATE HIGHWAY 73 FOR 0.81 MI (1.3 KM) TO THE STATION
 DL4400'ON THE RIGHT.
 DL4400'
 DL4400'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4400'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4400'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4400'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DL4400'PAVEMENT, 9.1 M (29.9 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 73,
 DL4400'49.6 M (162.7 FT) SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DL4400'NUMBER N5584, 44.3 M (145.3 FT) NORTH OF POWER POLE NUMBER 25.18, 20.6
 DL4400'M (67.6 FT) SOUTHWEST OF A SCHOOL BUS STOP AHEAD SIGN POST, 3.3 M
 DL4400'(10.8 FT) EAST OF A CULTIVATED FIELD AND 1.0 M (3.3 FT) WEST, 1.0 M
 DL4400'(3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC
 DL4400'WITNESS POSTS.
 DL4400'
 DL4400'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4400'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8431 ***********************************************************************
 DM8431  DESIGNATION -  6S57
 DM8431  PID         -  DM8431
 DM8431  STATE/COUNTY-  WI/TAYLOR
 DM8431  COUNTRY     -  US
 DM8431  USGS QUAD   -  JUMP RIVER FIRE TOWER (2018)
 DM8431
 DM8431                         *CURRENT SURVEY CONTROL
 DM8431  ______________________________________________________________________
 DM8431* NAD 83(1986) POSITION- 45 21 57.5    (N) 090 34 55.1    (W)   HD_HELD2
 DM8431* NAVD 88 ORTHO HEIGHT -   417.957 (meters)     1371.25  (feet) ADJUSTED
 DM8431  ______________________________________________________________________
 DM8431  GEOID HEIGHT    -        -30.684 (meters)                     GEOID18
 DM8431  DYNAMIC HEIGHT  -        417.934 (meters)     1371.17  (feet) COMP
 DM8431  MODELED GRAVITY -    980,549.0   (mgal)                       NAVD 88
 DM8431
 DM8431  VERT ORDER      -  SECOND    CLASS I
 DM8431
 DM8431.The horizontal coordinates were established by autonomous hand held GPS
 DM8431.observations and have an estimated accuracy of +/- 10 meters.
 DM8431
 DM8431.The orthometric height was determined by differential leveling and
 DM8431.adjusted by the WI DEPT OF TRANSP
 DM8431.in May 2012.
 DM8431
 DM8431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8431.GEOID18 height accuracy estimate available here.
 DM8431
 DM8431.Click photographs - Photos may exist for this station.
 DM8431
 DM8431.The dynamic height is computed by dividing the NAVD 88
 DM8431.geopotential number by the normal gravity value computed on the
 DM8431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8431.degrees latitude (g = 980.6199 gals.).
 DM8431
 DM8431.The modeled gravity was interpolated from observed gravity values.
 DM8431
 DM8431;                    North         East    Units  Estimated Accuracy
 DM8431;SPC WI C     -   170,473.      554,408.      MT  (+/- 10 meters HH2 GPS)
 DM8431
 DM8431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8935926450(NAD 83)
 DM8431
 DM8431                          SUPERSEDED SURVEY CONTROL
 DM8431
 DM8431.No superseded survey control is available for this station.
 DM8431
 DM8431_MARKER: DD = SURVEY DISK
 DM8431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8431_STAMPING: 6S57 2006
 DM8431_MARK LOGO: WIDT
 DM8431_PROJECTION: FLUSH
 DM8431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8431+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2009
 DM8431
 DM8431  HISTORY     - Date     Condition        Report By
 DM8431  HISTORY     - 2005     MONUMENTED       WIDT
 DM8431  HISTORY     - 20090619 GOOD             WIDT
 DM8431
 DM8431                          STATION DESCRIPTION
 DM8431
 DM8431'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8431'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DM8431'HIGHWAY N APPROXIMATELY 11 MI (17.7 KM) EAST OF THE COMMUNITY OF JUMP
 DM8431'RIVER, GO NORTH ON COUNTY HIGHWAY N FOR 1.0 MI (1.6 KM) TO HELDSTAB
 DM8431'ROAD RIGHT.  CONTINUE NORTH ON COUNTY HIGHWAY N FOR 0.32 MI (0.5 KM)
 DM8431'TO THE STATION ON THE RIGHT.
 DM8431'
 DM8431'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8431'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8431'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8431'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE HIGHWAY
 DM8431'PAVEMENT.
 DM8431'
 DM8431'THE STATION IS 12.8 M (42.0 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DM8431'HIGHWAY N, 1.45 MI (2.3 KM) SOUTHEAST OF THE TAYLOR-PRICE COUNTY LINE,
 DM8431'101 M (331.4 FT) NORTH OF A WOODS ENTRANCE AND IS 1 M (3.3 FT) FROM
 DM8431'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8431'
 DM8431'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTHEAST
 DM8431'QUADRANTS EXTENDING TO 90 DEGREES AND TREES IN THE SOUTHWEST QUADRANTS
 DM8431'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8432 ***********************************************************************
 DM8432  DESIGNATION -  6S58
 DM8432  PID         -  DM8432
 DM8432  STATE/COUNTY-  WI/PRICE
 DM8432  COUNTRY     -  US
 DM8432  USGS QUAD   -  JUMP RIVER FIRE TOWER NE (2018)
 DM8432
 DM8432                         *CURRENT SURVEY CONTROL
 DM8432  ______________________________________________________________________
 DM8432* NAD 83(1986) POSITION- 45 22 57.9    (N) 090 36 25.0    (W)   HD_HELD2
 DM8432* NAVD 88 ORTHO HEIGHT -   404.568 (meters)     1327.32  (feet) ADJUSTED
 DM8432  ______________________________________________________________________
 DM8432  GEOID HEIGHT    -        -30.638 (meters)                     GEOID18
 DM8432  DYNAMIC HEIGHT  -        404.548 (meters)     1327.25  (feet) COMP
 DM8432  MODELED GRAVITY -    980,552.5   (mgal)                       NAVD 88
 DM8432
 DM8432  VERT ORDER      -  SECOND    CLASS I
 DM8432
 DM8432.The horizontal coordinates were established by autonomous hand held GPS
 DM8432.observations and have an estimated accuracy of +/- 10 meters.
 DM8432
 DM8432.The orthometric height was determined by differential leveling and
 DM8432.adjusted by the WI DEPT OF TRANSP
 DM8432.in May 2012.
 DM8432
 DM8432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8432.GEOID18 height accuracy estimate available here.
 DM8432
 DM8432.Click photographs - Photos may exist for this station.
 DM8432
 DM8432.The dynamic height is computed by dividing the NAVD 88
 DM8432.geopotential number by the normal gravity value computed on the
 DM8432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8432.degrees latitude (g = 980.6199 gals.).
 DM8432
 DM8432.The modeled gravity was interpolated from observed gravity values.
 DM8432
 DM8432;                    North         East    Units  Estimated Accuracy
 DM8432;SPC WI N     -    24,198.      552,463.      MT  (+/- 10 meters HH2 GPS)
 DM8432
 DM8432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8734828256(NAD 83)
 DM8432
 DM8432                          SUPERSEDED SURVEY CONTROL
 DM8432
 DM8432.No superseded survey control is available for this station.
 DM8432
 DM8432_MARKER: DD = SURVEY DISK
 DM8432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8432_STAMPING: 6S58 2006
 DM8432_MARK LOGO: WIDT
 DM8432_PROJECTION: FLUSH
 DM8432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8432+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2009
 DM8432
 DM8432  HISTORY     - Date     Condition        Report By
 DM8432  HISTORY     - 2005     MONUMENTED       WIDT
 DM8432  HISTORY     - 20090619 GOOD             WIDT
 DM8432
 DM8432                          STATION DESCRIPTION
 DM8432
 DM8432'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8432'TO REACH THE STATION FROM THE JUNCTION OF TAYLOR COUNTY HIGHWAY D WITH
 DM8432'COUNTY HIGHWAY N APPROXIMATELY 11 MI (17.7 KM) EAST OF THE COMMUNITY
 DM8432'OF JUMP RIVER, GO NORTH AND NORTHWEST ON COUNTY HIGHWAY N FOR 2.8 MI
 DM8432'(4.5 KM) TO THE TAYLOR-PRICE COUNTY LINE.  CONTINUE NORTH ON COUNTY
 DM8432'HIGHWAY N FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.
 DM8432'
 DM8432'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8432'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8432'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8432'GROUND AND APPROXIMATELY 0.6 M (2.0 FT) LOWER THAN THE HIGHWAY
 DM8432'PAVEMENT.
 DM8432'
 DM8432'THE STATION IS 7.6 M (24.9 FT) WEST OF THE CENTERLINE OF COUNTY
 DM8432'HIGHWAY N, 1.61 MI (2.6 KM) SOUTH OF WOLF CREEK ROAD, 282 M (925.2 FT)
 DM8432'SOUTH OF A 'LEFT CURVE AHEAD 25 MPH 'SIGN POST, 124 M (406.8 FT) NORTH
 DM8432'OF A 'LEFT ARROW' SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE
 DM8432'PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8432'
 DM8432'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DM8432'QUADRANTS EXTENDING TO 90 DEGREES AND TREES IN THE EAST QUADRANTS
 DM8432'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8433 ***********************************************************************
 DM8433  DESIGNATION -  6S59
 DM8433  PID         -  DM8433
 DM8433  STATE/COUNTY-  WI/PRICE
 DM8433  COUNTRY     -  US
 DM8433  USGS QUAD   -  JUMP RIVER FIRE TOWER NE (2018)
 DM8433
 DM8433                         *CURRENT SURVEY CONTROL
 DM8433  ______________________________________________________________________
 DM8433* NAD 83(1986) POSITION- 45 24 13.2    (N) 090 37 01.9    (W)   HD_HELD2
 DM8433* NAVD 88 ORTHO HEIGHT -   398.069 (meters)     1306.00  (feet) ADJUSTED
 DM8433  ______________________________________________________________________
 DM8433  GEOID HEIGHT    -        -30.587 (meters)                     GEOID18
 DM8433  DYNAMIC HEIGHT  -        398.050 (meters)     1305.94  (feet) COMP
 DM8433  MODELED GRAVITY -    980,557.2   (mgal)                       NAVD 88
 DM8433
 DM8433  VERT ORDER      -  SECOND    CLASS I
 DM8433
 DM8433.The horizontal coordinates were established by autonomous hand held GPS
 DM8433.observations and have an estimated accuracy of +/- 10 meters.
 DM8433
 DM8433.The orthometric height was determined by differential leveling and
 DM8433.adjusted by the WI DEPT OF TRANSP
 DM8433.in May 2012.
 DM8433
 DM8433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8433.GEOID18 height accuracy estimate available here.
 DM8433
 DM8433.Click photographs - Photos may exist for this station.
 DM8433
 DM8433.The dynamic height is computed by dividing the NAVD 88
 DM8433.geopotential number by the normal gravity value computed on the
 DM8433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8433.degrees latitude (g = 980.6199 gals.).
 DM8433
 DM8433.The modeled gravity was interpolated from observed gravity values.
 DM8433
 DM8433;                    North         East    Units  Estimated Accuracy
 DM8433;SPC WI N     -    26,529.      551,678.      MT  (+/- 10 meters HH2 GPS)
 DM8433
 DM8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8647730556(NAD 83)
 DM8433
 DM8433                          SUPERSEDED SURVEY CONTROL
 DM8433
 DM8433.No superseded survey control is available for this station.
 DM8433
 DM8433_MARKER: DD = SURVEY DISK
 DM8433_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8433_SP_SET: BRIDGE WING WALL
 DM8433_STAMPING: 6S59 2006
 DM8433_MARK LOGO: WIDT
 DM8433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8433+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2009
 DM8433
 DM8433  HISTORY     - Date     Condition        Report By
 DM8433  HISTORY     - 2006     MONUMENTED       WIDT
 DM8433  HISTORY     - 20090622 GOOD             WIDT
 DM8433
 DM8433                          STATION DESCRIPTION
 DM8433
 DM8433'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8433'TO REACH THE STATION FROM THE JUNCTION OF TAYLOR COUNTY HIGHWAY D WITH
 DM8433'COUNTY HIGHWAY N APPROXIMATELY 11 MI (17.7 KM) EAST OF THE COMMUNITY
 DM8433'OF JUMP RIVER, GO NORTH AND NORTHWEST ON COUNTY HIGHWAY N FOR 2.8 MI
 DM8433'(4.5 KM) TO THE TAYLOR-PRICE COUNTY LINE.  CONTINUE NORTH AND WEST ON
 DM8433'COUNTY HIGHWAY N FOR 2.0 MI (3.2 KM) TO COUNTY HIGHWAY N CURVING RIGHT
 DM8433'AND WOLF CREEK ROAD LEFT.  CONTINUE NORTH ON COUNTY HIGHWAY N FOR 0.27
 DM8433'MI (0.4 KM) TO BRIDGE NUMBER 'B-50-49-89' OVER THE SOUTH FORK JUMP
 DM8433'RIVER AND THE STATION ON THE LEFT.
 DM8433'
 DM8433'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8433'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8433'THE EAST END OF THE SOUTHWEST WING WALL APPROXIMATELY LEVEL WITH THE
 DM8433'HIGHWAY PAVEMENT.
 DM8433'
 DM8433'THE STATION IS 4.8 M (15.7 FT) WEST OF THE CENTERLINE OF COUNTY
 DM8433'HIGHWAY N, 57.5 M (188.6 FT) SOUTH OF LITTLE RAPIDS ROAD, 9.7 M (31.8
 DM8433'FT) WEST OF A BRONZE UNSTAMPED WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8433'DISK IN THE TOP OF THE SOUTHEAST WING WALL AND 1.3 M (4.3 FT) NORTH OF
 DM8433'A WHITE PLASTIC WITNESS POST.
 DM8433'
 DM8433'NOTE1--VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DM8433'QUADRANTS EXTENDING TO 85 DEGREES AND TREES IN THE EAST QUADRANTS
 DM8433'EXTENDING TO 40 DEGREES ABOVE THE HORIZON. NOTE2--PRIOR TO 2007,
 DM8433'LITTLE RAPIDS ROAD WAS NAMED BIG FALLS R0AD BETWEEN COUNTY HIGHWAY N
 DM8433'AND COUNTY HIGHWAY I IN PRICE COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8434 ***********************************************************************
 DM8434  DESIGNATION -  6S60
 DM8434  PID         -  DM8434
 DM8434  STATE/COUNTY-  WI/PRICE
 DM8434  COUNTRY     -  US
 DM8434  USGS QUAD   -  JUMP RIVER FIRE TOWER NE (2018)
 DM8434
 DM8434                         *CURRENT SURVEY CONTROL
 DM8434  ______________________________________________________________________
 DM8434* NAD 83(1986) POSITION- 45 23 49.3    (N) 090 35 04.0    (W)   HD_HELD2
 DM8434* NAVD 88 ORTHO HEIGHT -   408.262 (meters)     1339.44  (feet) ADJUSTED
 DM8434  ______________________________________________________________________
 DM8434  GEOID HEIGHT    -        -30.631 (meters)                     GEOID18
 DM8434  DYNAMIC HEIGHT  -        408.241 (meters)     1339.37  (feet) COMP
 DM8434  MODELED GRAVITY -    980,551.2   (mgal)                       NAVD 88
 DM8434
 DM8434  VERT ORDER      -  SECOND    CLASS I
 DM8434
 DM8434.The horizontal coordinates were established by autonomous hand held GPS
 DM8434.observations and have an estimated accuracy of +/- 10 meters.
 DM8434
 DM8434.The orthometric height was determined by differential leveling and
 DM8434.adjusted by the WI DEPT OF TRANSP
 DM8434.in May 2012.
 DM8434
 DM8434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8434.GEOID18 height accuracy estimate available here.
 DM8434
 DM8434.Click photographs - Photos may exist for this station.
 DM8434
 DM8434.The dynamic height is computed by dividing the NAVD 88
 DM8434.geopotential number by the normal gravity value computed on the
 DM8434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8434.degrees latitude (g = 980.6199 gals.).
 DM8434
 DM8434.The modeled gravity was interpolated from observed gravity values.
 DM8434
 DM8434;                    North         East    Units  Estimated Accuracy
 DM8434;SPC WI N     -    25,772.      554,237.      MT  (+/- 10 meters HH2 GPS)
 DM8434
 DM8434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8906229895(NAD 83)
 DM8434
 DM8434                          SUPERSEDED SURVEY CONTROL
 DM8434
 DM8434.No superseded survey control is available for this station.
 DM8434
 DM8434_MARKER: DD = SURVEY DISK
 DM8434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8434_STAMPING: 6S60 2006
 DM8434_MARK LOGO: WIDT
 DM8434_PROJECTION: FLUSH
 DM8434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8434+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 DM8434
 DM8434  HISTORY     - Date     Condition        Report By
 DM8434  HISTORY     - 2005     MONUMENTED       WIDT
 DM8434  HISTORY     - 20090623 GOOD             WIDT
 DM8434
 DM8434                          STATION DESCRIPTION
 DM8434
 DM8434'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8434'TO REACH THE STATION FROM THE JUNCTION OF TAYLOR COUNTY HIGHWAY D WITH
 DM8434'COUNTY HIGHWAY N APPROXIMATELY 11 MI (17.7 KM) EAST OF THE COMMUNITY
 DM8434'OF JUMP RIVER, GO NORTH AND NORTHWEST ON COUNTY HIGHWAY N FOR 2.8 MI
 DM8434'(4.5 KM) TO THE TAYLOR-PRICE COUNTY LINE.  CONTINUE NORTH ON COUNTY
 DM8434'HIGHWAY N FOR 2.3 MI (3.7 KM) TO LITTLE RAPIDS ROAD RIGHT.  TURN RIGHT
 DM8434'AND GO EAST ON LITTLE RAPIDS ROAD FOR 1.86 MI (3.0 KM) TO THE STATION
 DM8434'ON THE LEFT.
 DM8434'
 DM8434'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8434'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8434'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8434'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD PAVEMENT.
 DM8434'
 DM8434'THE STATION IS 7.9 M (25.9 FT) NORTH OF THE CENTERLINE OF LITTLE
 DM8434'RAPIDS ROAD, 2.62 MI (4.2 KM) WEST OF COUNTY HIGHWAY I, 1.85 MI (3.0
 DM8434'KM) WEST OF HARIKK ROAD, 0.31 MI (0.5 KM) EAST OF A WOODS ROAD NORTH
 DM8434'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DM8434'STATION.
 DM8434'
 DM8434'NOTE1--VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DM8434'QUADRANTS EXTENDING TO 70 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DM8434'EXTENDING TO 40 DEGREES ABOVE THE HORIZON. NOTE2--PRIOR TO 2007,
 DM8434'LITTLE RAPIDS ROAD WAS NAMED BIG FALLS R0AD BETWEEN COUNTY HIGHWAY N
 DM8434'AND COUNTY HIGHWAY I IN PRICE COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8435 ***********************************************************************
 DM8435  DESIGNATION -  6S61
 DM8435  PID         -  DM8435
 DM8435  STATE/COUNTY-  WI/PRICE
 DM8435  COUNTRY     -  US
 DM8435  USGS QUAD   -  JUMP RIVER FIRE TOWER NE (2018)
 DM8435
 DM8435                         *CURRENT SURVEY CONTROL
 DM8435  ______________________________________________________________________
 DM8435* NAD 83(1986) POSITION- 45 23 28.8    (N) 090 32 19.9    (W)   HD_HELD2
 DM8435* NAVD 88 ORTHO HEIGHT -   422.323 (meters)     1385.57  (feet) ADJUSTED
 DM8435  ______________________________________________________________________
 DM8435  GEOID HEIGHT    -        -30.685 (meters)                     GEOID18
 DM8435  DYNAMIC HEIGHT  -        422.300 (meters)     1385.50  (feet) COMP
 DM8435  MODELED GRAVITY -    980,549.0   (mgal)                       NAVD 88
 DM8435
 DM8435  VERT ORDER      -  SECOND    CLASS I
 DM8435
 DM8435.The horizontal coordinates were established by autonomous hand held GPS
 DM8435.observations and have an estimated accuracy of +/- 10 meters.
 DM8435
 DM8435.The orthometric height was determined by differential leveling and
 DM8435.adjusted by the WI DEPT OF TRANSP
 DM8435.in May 2012.
 DM8435
 DM8435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8435.GEOID18 height accuracy estimate available here.
 DM8435
 DM8435.Click photographs - Photos may exist for this station.
 DM8435
 DM8435.The dynamic height is computed by dividing the NAVD 88
 DM8435.geopotential number by the normal gravity value computed on the
 DM8435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8435.degrees latitude (g = 980.6199 gals.).
 DM8435
 DM8435.The modeled gravity was interpolated from observed gravity values.
 DM8435
 DM8435;                    North         East    Units  Estimated Accuracy
 DM8435;SPC WI N     -    25,114.      557,802.      MT  (+/- 10 meters HH2 GPS)
 DM8435
 DM8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9264929370(NAD 83)
 DM8435
 DM8435                          SUPERSEDED SURVEY CONTROL
 DM8435
 DM8435.No superseded survey control is available for this station.
 DM8435
 DM8435_MARKER: DD = SURVEY DISK
 DM8435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8435_STAMPING: 6S61 2006
 DM8435_MARK LOGO: WIDT
 DM8435_PROJECTION: FLUSH
 DM8435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8435+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 DM8435
 DM8435  HISTORY     - Date     Condition        Report By
 DM8435  HISTORY     - 2005     MONUMENTED       WIDT
 DM8435  HISTORY     - 20090623 GOOD             WIDT
 DM8435
 DM8435                          STATION DESCRIPTION
 DM8435
 DM8435'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8435'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY I WITH COUNTY
 DM8435'HIGHWAY M APPROXIMATELY 8 MI (12.9 KM) SOUTHWEST OF THE COMMUNITY OF
 DM8435'OGEMA, GO SOUTHWEST AND WEST ON COUNTY HIGHWAY I FOR 4.5 MI (7.2 KM)
 DM8435'TO COUNTY HIGHWAY I CURVING RIGHT (NORTH) AND LITTLE RAPIDS ROAD
 DM8435'AHEAD, GO WEST ON LITTLE RAPIDS ROAD FOR 0.30 MI (0.5 KM) TO THE
 DM8435'STATION ON THE LEFT.
 DM8435'
 DM8435'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8435'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8435'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8435'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD PAVEMENT.
 DM8435'
 DM8435'THE STATION IS 8.3 M (27.2 FT) SOUTH OF THE CENTERLINE OF LITTLE
 DM8435'RAPIDS ROAD, 4.2 MI (6.8 KM) EAST OF COUNTY HIGHWAY N, 0.48 MI (0.8
 DM8435'KM) EAST OF HARIKK ROAD, 4.4 M (14.4 FT) SOUTHEAST OF THE TOP CENTER
 DM8435'OF THE SOUTH END OF THE EASTERN OF TWO 40 CM (16 INCHES) DIAMETER
 DM8435'METAL CULVERTS, 3.6 M (11.8 FT) SOUTHEAST OF A METAL CULVERT POST AND
 DM8435'IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DM8435'STATION.
 DM8435'
 DM8435'NOTE1--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DM8435'15 DEGREES ABOVE THE HORIZON. NOTE2--PRIOR TO 2007, LITTLE RAPIDS ROAD
 DM8435'WAS NAMED BIG FALLS R0AD BETWEEN COUNTY HIGHWAY I AND COUNTY HIGHWAY N
 DM8435'IN PRICE COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8371 ***********************************************************************
 DM8371  DESIGNATION -  6T01
 DM8371  PID         -  DM8371
 DM8371  STATE/COUNTY-  WI/TAYLOR
 DM8371  COUNTRY     -  US
 DM8371  USGS QUAD   -  MEDFORD SW (2018)
 DM8371
 DM8371                         *CURRENT SURVEY CONTROL
 DM8371  ______________________________________________________________________
 DM8371* NAD 83(1986) POSITION- 45 07 29.2    (N) 090 29 40.1    (W)   HD_HELD2
 DM8371* NAVD 88 ORTHO HEIGHT -   415.376 (meters)     1362.78  (feet) ADJUSTED
 DM8371  ______________________________________________________________________
 DM8371  GEOID HEIGHT    -        -31.460 (meters)                     GEOID18
 DM8371  DYNAMIC HEIGHT  -        415.343 (meters)     1362.67  (feet) COMP
 DM8371  MODELED GRAVITY -    980,523.4   (mgal)                       NAVD 88
 DM8371
 DM8371  VERT ORDER      -  SECOND    CLASS I
 DM8371
 DM8371.The horizontal coordinates were established by autonomous hand held GPS
 DM8371.observations and have an estimated accuracy of +/- 10 meters.
 DM8371
 DM8371.The orthometric height was determined by differential leveling and
 DM8371.adjusted by the WI DEPT OF TRANSP
 DM8371.in May 2012.
 DM8371
 DM8371.No vertical observational check was made to the station.
 DM8371
 DM8371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8371.GEOID18 height accuracy estimate available here.
 DM8371
 DM8371.Click photographs - Photos may exist for this station.
 DM8371
 DM8371.The dynamic height is computed by dividing the NAVD 88
 DM8371.geopotential number by the normal gravity value computed on the
 DM8371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8371.degrees latitude (g = 980.6199 gals.).
 DM8371
 DM8371.The modeled gravity was interpolated from observed gravity values.
 DM8371
 DM8371;                    North         East    Units  Estimated Accuracy
 DM8371;SPC WI C     -   143,624.      561,099.      MT  (+/- 10 meters HH2 GPS)
 DM8371
 DM8371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9704499865(NAD 83)
 DM8371
 DM8371                          SUPERSEDED SURVEY CONTROL
 DM8371
 DM8371.No superseded survey control is available for this station.
 DM8371
 DM8371_MARKER: DD = SURVEY DISK
 DM8371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8371_STAMPING: 6T01 2006
 DM8371_MARK LOGO: WIDT
 DM8371_PROJECTION: FLUSH
 DM8371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8371+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2008
 DM8371
 DM8371  HISTORY     - Date     Condition        Report By
 DM8371  HISTORY     - 2005     MONUMENTED       WIDT
 DM8371  HISTORY     - 20080908 GOOD             WIDT
 DM8371
 DM8371                          STATION DESCRIPTION
 DM8371
 DM8371'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8371'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DM8371'HIGHWAY O APPROXIMATELY 7.7 MI (12.4 KM) SOUTHWEST OF THE CITY OF
 DM8371'MEDFORD, GO NORTH ON STATE HIGHWAY 64 FOR 0.45 MI (0.7 KM) TO THE
 DM8371'STATION ON THE RIGHT.
 DM8371'
 DM8371'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8371'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8371'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8371'GROUND AND APPROXIMATELY 1.2 M (3.9 FT) LOWER THAN THE HIGHWAY
 DM8371'PAVEMENT.
 DM8371'
 DM8371'THE STATION IS 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF STATE
 DM8371'HIGHWAY 64, 0.39 MI (0.6 KM) SOUTH OF DIVISION DRIVE, 63.7 M (209.0
 DM8371'FT) SOUTH OF A 'NO PASSING ZONE' WOODEN SIGN POST, 56.7 M (186.0 FT)
 DM8371'SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE 'N2591', 8.4 M
 DM8371'(27.6 FT) NORTH-NORTHEAST OF THE TOP CENTER OF A 70 CM (28 INCH)
 DM8371'DIAMETER METAL CULVERT, 8.4 M (27.6 FT) NORTH-NORTHEAST OF AN ORANGE
 DM8371''WARNING BURIED CABLE' SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE
 DM8371'PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8371'
 DM8371'--  NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DM8371'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8372 ***********************************************************************
 DM8372  DESIGNATION -  6T02
 DM8372  PID         -  DM8372
 DM8372  STATE/COUNTY-  WI/TAYLOR
 DM8372  COUNTRY     -  US
 DM8372  USGS QUAD   -  MEDFORD NW (2018)
 DM8372
 DM8372                         *CURRENT SURVEY CONTROL
 DM8372  ______________________________________________________________________
 DM8372* NAD 83(1986) POSITION- 45 07 58.4    (N) 090 28 24.4    (W)   HD_HELD2
 DM8372* NAVD 88 ORTHO HEIGHT -   418.002 (meters)     1371.39  (feet) ADJUSTED
 DM8372  ______________________________________________________________________
 DM8372  GEOID HEIGHT    -        -31.478 (meters)                     GEOID18
 DM8372  DYNAMIC HEIGHT  -        417.968 (meters)     1371.28  (feet) COMP
 DM8372  MODELED GRAVITY -    980,522.8   (mgal)                       NAVD 88
 DM8372
 DM8372  VERT ORDER      -  SECOND    CLASS I
 DM8372
 DM8372.The horizontal coordinates were established by autonomous hand held GPS
 DM8372.observations and have an estimated accuracy of +/- 10 meters.
 DM8372
 DM8372.The orthometric height was determined by differential leveling and
 DM8372.adjusted by the WI DEPT OF TRANSP
 DM8372.in May 2012.
 DM8372
 DM8372.No vertical observational check was made to the station.
 DM8372
 DM8372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8372.GEOID18 height accuracy estimate available here.
 DM8372
 DM8372.Click photographs - Photos may exist for this station.
 DM8372
 DM8372.The dynamic height is computed by dividing the NAVD 88
 DM8372.geopotential number by the normal gravity value computed on the
 DM8372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8372.degrees latitude (g = 980.6199 gals.).
 DM8372
 DM8372.The modeled gravity was interpolated from observed gravity values.
 DM8372
 DM8372;                    North         East    Units  Estimated Accuracy
 DM8372;SPC WI C     -   144,515.      562,759.      MT  (+/- 10 meters HH2 GPS)
 DM8372
 DM8372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9867000818(NAD 83)
 DM8372
 DM8372                          SUPERSEDED SURVEY CONTROL
 DM8372
 DM8372.No superseded survey control is available for this station.
 DM8372
 DM8372_MARKER: DD = SURVEY DISK
 DM8372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8372_STAMPING: 6T02 2006
 DM8372_MARK LOGO: WIDT
 DM8372_PROJECTION: FLUSH
 DM8372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8372+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2008
 DM8372
 DM8372  HISTORY     - Date     Condition        Report By
 DM8372  HISTORY     - 2005     MONUMENTED       WIDT
 DM8372  HISTORY     - 20080905 GOOD             WIDT
 DM8372
 DM8372                          STATION DESCRIPTION
 DM8372
 DM8372'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8372'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DM8372'HIGHWAY E NORTH APPROXIMATELY 4.3 MI (6.9 KM) WEST OF THE CITY OF
 DM8372'MEDFORD, GO WEST ON STATE HIGHWAY 64 AND COUNTY HIGHWAY E FOR 0.3 MI
 DM8372'(0.5 KM) TO COUNTY HIGHWAY E SOUTH.  CONTINUE WEST ON STATE HIGHWAY 64
 DM8372'FOR 0.6 MI (1.0 KM) TO WREN DRIVE LEFT AND HOWARD ROAD RIGHT.
 DM8372'CONTINUE WEST ON STATE HIGHWAY 64 FOR 0.99 MI (1.6 KM) TO THE STATION
 DM8372'ON THE RIGHT.
 DM8372'
 DM8372'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8372'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8372'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8372'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE HIGHWAY
 DM8372'PAVEMENT.
 DM8372'
 DM8372'THE STATION IS 14.2 M (46.6 FT) NORTH OF THE CENTERLINE OF STATE
 DM8372'HIGHWAY 64, 0.80 MI (1.3 KM) EAST OF SAWYER AVENUE, 47.9 M (157.2 FT)
 DM8372'EAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER 'W8405',
 DM8372'46.6 M (152.9 FT) EAST OF THE CENTERLINE OF A GRAVEL ROAD NORTH, 39.8
 DM8372'M (130.6 FT) WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 29.6 M (97.1
 DM8372'FT) NORTH-NORTHWEST OF A POWER POLE, 1.8 M (5.9 FT) SOUTH OF A
 DM8372'CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DM8372'SURROUNDING THE STATION.
 DM8372'
 DM8372'--  NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DM8372'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8373 ***********************************************************************
 DM8373  DESIGNATION -  6T03
 DM8373  PID         -  DM8373
 DM8373  STATE/COUNTY-  WI/TAYLOR
 DM8373  COUNTRY     -  US
 DM8373  USGS QUAD   -  MEDFORD NW (2018)
 DM8373
 DM8373                         *CURRENT SURVEY CONTROL
 DM8373  ______________________________________________________________________
 DM8373* NAD 83(1986) POSITION- 45 07 57.3    (N) 090 26 21.8    (W)   HD_HELD2
 DM8373* NAVD 88 ORTHO HEIGHT -   414.866 (meters)     1361.11  (feet) ADJUSTED
 DM8373  ______________________________________________________________________
 DM8373  GEOID HEIGHT    -        -31.562 (meters)                     GEOID18
 DM8373  DYNAMIC HEIGHT  -        414.830 (meters)     1360.99  (feet) COMP
 DM8373  MODELED GRAVITY -    980,519.0   (mgal)                       NAVD 88
 DM8373
 DM8373  VERT ORDER      -  SECOND    CLASS I
 DM8373
 DM8373.The horizontal coordinates were established by autonomous hand held GPS
 DM8373.observations and have an estimated accuracy of +/- 10 meters.
 DM8373
 DM8373.The orthometric height was determined by differential leveling and
 DM8373.adjusted by the WI DEPT OF TRANSP
 DM8373.in May 2012.
 DM8373
 DM8373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8373.GEOID18 height accuracy estimate available here.
 DM8373
 DM8373.Click photographs - Photos may exist for this station.
 DM8373
 DM8373.The dynamic height is computed by dividing the NAVD 88
 DM8373.geopotential number by the normal gravity value computed on the
 DM8373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8373.degrees latitude (g = 980.6199 gals.).
 DM8373
 DM8373.The modeled gravity was interpolated from observed gravity values.
 DM8373
 DM8373;                    North         East    Units  Estimated Accuracy
 DM8373;SPC WI C     -   144,466.      565,437.      MT  (+/- 10 meters HH2 GPS)
 DM8373
 DM8373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0134900868(NAD 83)
 DM8373
 DM8373                          SUPERSEDED SURVEY CONTROL
 DM8373
 DM8373.No superseded survey control is available for this station.
 DM8373
 DM8373_MARKER: DD = SURVEY DISK
 DM8373_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8373_SP_SET: BRIDGE SPAN PARAPET
 DM8373_STAMPING: 6T03 2006
 DM8373_MARK LOGO: WIDT
 DM8373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8373+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2009
 DM8373
 DM8373  HISTORY     - Date     Condition        Report By
 DM8373  HISTORY     - 2006     MONUMENTED       WIDT
 DM8373  HISTORY     - 20090626 GOOD             WIDT
 DM8373
 DM8373                          STATION DESCRIPTION
 DM8373
 DM8373'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8373'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DM8373'HIGHWAY E NORTH APPROXIMATELY 4.3 MI (6.9 KM) WEST OF THE CITY OF
 DM8373'MEDFORD, GO WEST ON STATE HIGHWAY 64 AND COUNTY HIGHWAY E FOR 0.3 MI
 DM8373'(0.5 KM) TO BRIDGE NUMBER 'B-60-1-53' OVER THE BLACK RIVER AND THE
 DM8373'STATION ON THE LEFT.
 DM8373'
 DM8373'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8373'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8373'THE WEST END OF THE SOUTH PARAPET WHICH IS SET ON THE BRIDGE SPAN
 DM8373'APPROXIMATELY 0.9 M (3.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.
 DM8373'
 DM8373'THE STATION IS 4.8 M (15.7 FT) SOUTH OF THE CENTERLINE OF STATE
 DM8373'HIGHWAY 64 AND COUNTY HIGHWAY E, 34.5 M (113.2 FT) EAST OF THE
 DM8373'CENTERLINE OF COUNTY HIGHWAY E SOUTH, 9.8 M (32.2 FT) NORTH OF POWER
 DM8373'POLE NUMBER '93', 1.9 M (6.2 FT) NORTHEAST OF A 'BLACK RIVER' WOODEN
 DM8373'SIGN POST, 20 CM (8 INCHES) EAST OF THE WEST END OF THE SOUTH PARAPET
 DM8373'AND 1.7 M (5.6 FT) EAST-NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DM8373'
 DM8373'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH AND
 DM8373'SOUTH QUADRANTS EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8374 ***********************************************************************
 DM8374  DESIGNATION -  6T04
 DM8374  PID         -  DM8374
 DM8374  STATE/COUNTY-  WI/TAYLOR
 DM8374  COUNTRY     -  US
 DM8374  USGS QUAD   -  MEDFORD NW (2018)
 DM8374
 DM8374                         *CURRENT SURVEY CONTROL
 DM8374  ______________________________________________________________________
 DM8374* NAD 83(1986) POSITION- 45 08 22.4    (N) 090 25 09.7    (W)   HD_HELD2
 DM8374* NAVD 88 ORTHO HEIGHT -   413.924 (meters)     1358.02  (feet) ADJUSTED
 DM8374  ______________________________________________________________________
 DM8374  GEOID HEIGHT    -        -31.584 (meters)                     GEOID18
 DM8374  DYNAMIC HEIGHT  -        413.889 (meters)     1357.90  (feet) COMP
 DM8374  MODELED GRAVITY -    980,517.8   (mgal)                       NAVD 88
 DM8374
 DM8374  VERT ORDER      -  SECOND    CLASS I
 DM8374
 DM8374.The horizontal coordinates were established by autonomous hand held GPS
 DM8374.observations and have an estimated accuracy of +/- 10 meters.
 DM8374
 DM8374.The orthometric height was determined by differential leveling and
 DM8374.adjusted by the WI DEPT OF TRANSP
 DM8374.in May 2012.
 DM8374
 DM8374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8374.GEOID18 height accuracy estimate available here.
 DM8374
 DM8374.Click photographs - Photos may exist for this station.
 DM8374
 DM8374.The dynamic height is computed by dividing the NAVD 88
 DM8374.geopotential number by the normal gravity value computed on the
 DM8374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8374.degrees latitude (g = 980.6199 gals.).
 DM8374
 DM8374.The modeled gravity was interpolated from observed gravity values.
 DM8374
 DM8374;                    North         East    Units  Estimated Accuracy
 DM8374;SPC WI C     -   145,233.      567,017.      MT  (+/- 10 meters HH2 GPS)
 DM8374
 DM8374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0289901693(NAD 83)
 DM8374
 DM8374                          SUPERSEDED SURVEY CONTROL
 DM8374
 DM8374.No superseded survey control is available for this station.
 DM8374
 DM8374_MARKER: DD = SURVEY DISK
 DM8374_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM8374_SP_SET: CULVERT CURB
 DM8374_STAMPING: 6T04 2006
 DM8374_MARK LOGO: WIDT
 DM8374_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8374+STABILITY: SURFACE MOTION
 DM8374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8374+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2009
 DM8374
 DM8374  HISTORY     - Date     Condition        Report By
 DM8374  HISTORY     - 2006     MONUMENTED       WIDT
 DM8374  HISTORY     - 20090626 GOOD             WIDT
 DM8374
 DM8374                          STATION DESCRIPTION
 DM8374
 DM8374'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DM8374'HIGHWAY E NORTH APPROXIMATELY 4.3 MI (6.9 KM) WEST OF THE CITY OF
 DM8374'MEDFORD, GO NORTHEAST AND EAST ON STATE HIGHWAY 64 FOR 0.9 MI (1.4 KM)
 DM8374'TO BOX CULVERT NUMBER 'B-60-69-94' AND THE STATION ON THE RIGHT.
 DM8374'
 DM8374'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8374'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8374'THE EAST END OF THE SOUTH CONCRETE CURB SETTING ON THE EAST ABUTMENT
 DM8374'APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DM8374'
 DM8374'THE STATION IS 8.7 M (28.5 FT) SOUTH OF THE CENTERLINE OF STATE
 DM8374'HIGHWAY 64, 0.21 MI (0.3 KM) WEST OF SUNSET ROAD, 56.5 M (185.4 FT)
 DM8374'EAST OF PRIVATE ENTRANCE NUMBER '7297', 40.5 M (132.9 FT) WEST OF A
 DM8374''NO PASSING ZONE' WOODEN SIGN POST, 21.5 M (70.5 FT) WEST-NORTHWEST OF
 DM8374'A POWER POLE WITH ONE GUY WIRE, 18.0 M (59.1 FT) NORTHEAST OF A YELLOW
 DM8374'WOOD 'RIGHT-OF-WAY' POST, 18.0 M (59.1 FT) NORTHEAST OF A YELLOW METAL
 DM8374''RIGHT-OF-WAY' POST, 1.7 M (5.6 FT) SOUTH OF A METAL GUARD RAIL AND
 DM8374'0.6 M (2.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DM8374'
 DM8374'--  NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DM8374'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8375 ***********************************************************************
 DM8375  DESIGNATION -  6T05
 DM8375  PID         -  DM8375
 DM8375  STATE/COUNTY-  WI/TAYLOR
 DM8375  COUNTRY     -  US
 DM8375  USGS QUAD   -  MEDFORD NW (2018)
 DM8375
 DM8375                         *CURRENT SURVEY CONTROL
 DM8375  ______________________________________________________________________
 DM8375* NAD 83(1986) POSITION- 45 08 25.9    (N) 090 23 16.7    (W)   HD_HELD2
 DM8375* NAVD 88 ORTHO HEIGHT -   436.930 (meters)     1433.49  (feet) ADJUSTED
 DM8375  ______________________________________________________________________
 DM8375  GEOID HEIGHT    -        -31.658 (meters)                     GEOID18
 DM8375  DYNAMIC HEIGHT  -        436.891 (meters)     1433.37  (feet) COMP
 DM8375  MODELED GRAVITY -    980,513.1   (mgal)                       NAVD 88
 DM8375
 DM8375  VERT ORDER      -  SECOND    CLASS I
 DM8375
 DM8375.The horizontal coordinates were established by autonomous hand held GPS
 DM8375.observations and have an estimated accuracy of +/- 10 meters.
 DM8375
 DM8375.The orthometric height was determined by differential leveling and
 DM8375.adjusted by the WI DEPT OF TRANSP
 DM8375.in May 2012.
 DM8375
 DM8375.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8375.GEOID18 height accuracy estimate available here.
 DM8375
 DM8375.Click photographs - Photos may exist for this station.
 DM8375
 DM8375.The dynamic height is computed by dividing the NAVD 88
 DM8375.geopotential number by the normal gravity value computed on the
 DM8375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8375.degrees latitude (g = 980.6199 gals.).
 DM8375
 DM8375.The modeled gravity was interpolated from observed gravity values.
 DM8375
 DM8375;                    North         East    Units  Estimated Accuracy
 DM8375;SPC WI C     -   145,328.      569,486.      MT  (+/- 10 meters HH2 GPS)
 DM8375
 DM8375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0536301880(NAD 83)
 DM8375
 DM8375                          SUPERSEDED SURVEY CONTROL
 DM8375
 DM8375.No superseded survey control is available for this station.
 DM8375
 DM8375_MARKER: DD = SURVEY DISK
 DM8375_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM8375_SP_SET: BOX CULVERT WING WALL
 DM8375_STAMPING: 6T05 2006
 DM8375_MARK LOGO: WIDT
 DM8375_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8375+STABILITY: SURFACE MOTION
 DM8375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8375+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2008
 DM8375
 DM8375  HISTORY     - Date     Condition        Report By
 DM8375  HISTORY     - 2006     MONUMENTED       WIDT
 DM8375  HISTORY     - 20080905 GOOD             WIDT
 DM8375
 DM8375                          STATION DESCRIPTION
 DM8375
 DM8375'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8375'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 (BROADWAY
 DM8375'AVENUE) WITH STATE HIGHWAY 13 IN THE CITY OF MEDFORD, GO WEST ON STATE
 DM8375'HIGHWAY 64 (BROADWAY AVENUE) FOR 2.1 MI (3.4 KM) TO COUNTY HIGHWAY Q.
 DM8375'CONTINUE WEST ON STATE HIGHWAY 64 FOR 0.62 MI (1.0 KM) TO A 1.1 M (3.6
 DM8375'FT) WIDE BOX CULVERT AND THE STATION ON THE RIGHT.
 DM8375'
 DM8375'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8375'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DM8375'THE CULVERT WING WALL APPROXIMATELY 1.4 M (4.6 FT) LOWER THAN THE
 DM8375'HIGHWAY PAVEMENT.
 DM8375'
 DM8375'THE STATION IS 11.4 M (37.4 FT) NORTH OF THE CENTERLINE OF STATE
 DM8375'HIGHWAY 64, 0.32 MI (0.5 KM) EAST OF CASTLE ROAD, 57.7 M (189.3 FT)
 DM8375'WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER 'W6685',
 DM8375'44.2 M (145.0 FT) EAST OF THE CENTERLINE OF PRIVATE ENTRANCE WITH FIRE
 DM8375'NUMBER '29-72', 29.0 M (95.1 FT) NORTH-NORTHEAST OF A POWER POLE, 16.0
 DM8375'M (52.5 FT) WEST-SOUTHWEST OF A YELLOW WOOD 'RIGHT-OF-WAY' POST, 1.7 M
 DM8375'(5.6 FT) WEST OF A BLACK OVER WHITE PLASTIC CULVERT POST AND 0.5 M
 DM8375'(1.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DM8375'
 DM8375'--  NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DM8375'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8376 ***********************************************************************
 DM8376  DESIGNATION -  6T06
 DM8376  PID         -  DM8376
 DM8376  STATE/COUNTY-  WI/TAYLOR
 DM8376  COUNTRY     -  US
 DM8376  USGS QUAD   -  MEDFORD (2018)
 DM8376
 DM8376                         *CURRENT SURVEY CONTROL
 DM8376  ______________________________________________________________________
 DM8376* NAD 83(1986) POSITION- 45 08 18.02   (N) 090 20 50.91   (W)   HD_HELD1
 DM8376* NAVD 88 ORTHO HEIGHT -   431.035 (meters)     1414.15  (feet) ADJUSTED
 DM8376  ______________________________________________________________________
 DM8376  GEOID HEIGHT    -        -31.776 (meters)                     GEOID18
 DM8376  DYNAMIC HEIGHT  -        430.993 (meters)     1414.02  (feet) COMP
 DM8376  MODELED GRAVITY -    980,504.9   (mgal)                       NAVD 88
 DM8376
 DM8376  VERT ORDER      -  SECOND    CLASS I
 DM8376
 DM8376.The horizontal coordinates were determined by differentially corrected
 DM8376.hand held GPS observations or other comparable positioning techniques
 DM8376.and have an estimated accuracy of +/- 3 meters.
 DM8376
 DM8376.The orthometric height was determined by differential leveling and
 DM8376.adjusted by the WI DEPT OF TRANSP
 DM8376.in May 2012.
 DM8376
 DM8376.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8376.GEOID18 height accuracy estimate available here.
 DM8376
 DM8376.Click photographs - Photos may exist for this station.
 DM8376
 DM8376.The dynamic height is computed by dividing the NAVD 88
 DM8376.geopotential number by the normal gravity value computed on the
 DM8376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8376.degrees latitude (g = 980.6199 gals.).
 DM8376
 DM8376.The modeled gravity was interpolated from observed gravity values.
 DM8376
 DM8376;                    North         East    Units  Estimated Accuracy
 DM8376;SPC WI C     -   145,070.8     572,670.1     MT  (+/- 3 meters HH1 GPS) 
 DM8376
 DM8376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0855501741(NAD 83)
 DM8376
 DM8376                          SUPERSEDED SURVEY CONTROL
 DM8376
 DM8376.No superseded survey control is available for this station.
 DM8376
 DM8376_MARKER: DD = SURVEY DISK
 DM8376_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8376_SP_SET: BRIDGE PARAPET
 DM8376_STAMPING: 6T06 2006
 DM8376_MARK LOGO: WIDT
 DM8376_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8376+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2008
 DM8376
 DM8376  HISTORY     - Date     Condition        Report By
 DM8376  HISTORY     - 2006     MONUMENTED       WIDT
 DM8376  HISTORY     - 20080905 GOOD             WIDT
 DM8376
 DM8376                          STATION DESCRIPTION
 DM8376
 DM8376'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8376'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (EIGHTH
 DM8376'STREET) WITH STATE HIGHWAY 64 (BROADWAY AVENUE) ON THE EAST SIDE OF
 DM8376'THE CITY OF MEDFORD, GO WEST ON STATE HIGHWAY 64 (BROADWAY AVENUE) FOR
 DM8376'0.7 MI (1.1 KM) TO SOUTH WHELEN AVENUE LEFT.  CONTINUE WEST ON STATE
 DM8376'HIGHWAY 64 FOR 55 M (180.4 FT) TO A BRIDGE AND THE STATION ON THE
 DM8376'LEFT.
 DM8376'
 DM8376'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8376'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DM8376'THE SOUTH BRIDGE PARAPET AND APPROXIMATELY 65 CM (26 INCHES) HIGHER
 DM8376'THAN THE HIGHWAY PAVEMENT.
 DM8376'
 DM8376'THE STATION IS 6.7 M (22.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DM8376'HIGHWAY 64 (BROADWAY AVENUE), 56.5 M (185.4 FT) WEST OF THE CENTERLINE
 DM8376'OF SOUTH WHELEN AVENUE, 52 M (170.6 FT) EAST OF WISCONSIN AVENUE AND
 DM8376'0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DM8376'
 DM8376'--  NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION IS A TREE TO THE
 DM8376'SOUTHWEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON AND MULTIPLE POWER
 DM8376'LINES OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8377 ***********************************************************************
 DM8377  DESIGNATION -  6T07
 DM8377  PID         -  DM8377
 DM8377  STATE/COUNTY-  WI/TAYLOR
 DM8377  COUNTRY     -  US
 DM8377  USGS QUAD   -  STETSONVILLE (2018)
 DM8377
 DM8377                         *CURRENT SURVEY CONTROL
 DM8377  ______________________________________________________________________
 DM8377* NAD 83(1986) POSITION- 45 07 15.1    (N) 090 19 57.7    (W)   HD_HELD2
 DM8377* NAVD 88 ORTHO HEIGHT -   428.686 (meters)     1406.45  (feet) ADJUSTED
 DM8377  ______________________________________________________________________
 DM8377  GEOID HEIGHT    -        -31.889 (meters)                     GEOID18
 DM8377  DYNAMIC HEIGHT  -        428.641 (meters)     1406.30  (feet) COMP
 DM8377  MODELED GRAVITY -    980,498.7   (mgal)                       NAVD 88
 DM8377
 DM8377  VERT ORDER      -  SECOND    CLASS I
 DM8377
 DM8377.The horizontal coordinates were established by autonomous hand held GPS
 DM8377.observations and have an estimated accuracy of +/- 10 meters.
 DM8377
 DM8377.The orthometric height was determined by differential leveling and
 DM8377.adjusted by the WI DEPT OF TRANSP
 DM8377.in May 2012.
 DM8377
 DM8377.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8377.GEOID18 height accuracy estimate available here.
 DM8377
 DM8377.Click photographs - Photos may exist for this station.
 DM8377
 DM8377.The dynamic height is computed by dividing the NAVD 88
 DM8377.geopotential number by the normal gravity value computed on the
 DM8377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8377.degrees latitude (g = 980.6199 gals.).
 DM8377
 DM8377.The modeled gravity was interpolated from observed gravity values.
 DM8377
 DM8377;                    North         East    Units  Estimated Accuracy
 DM8377;SPC WI C     -   143,124.      573,825.      MT  (+/- 10 meters HH2 GPS)
 DM8377
 DM8377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0978199838(NAD 83)
 DM8377
 DM8377                          SUPERSEDED SURVEY CONTROL
 DM8377
 DM8377.No superseded survey control is available for this station.
 DM8377
 DM8377_MARKER: DD = SURVEY DISK
 DM8377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8377_STAMPING: 6T07 2006
 DM8377_MARK LOGO: WIDT
 DM8377_PROJECTION: FLUSH
 DM8377_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8377+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 DM8377
 DM8377  HISTORY     - Date     Condition        Report By
 DM8377  HISTORY     - 2005     MONUMENTED       WIDT
 DM8377  HISTORY     - 20080904 GOOD             WIDT
 DM8377
 DM8377                          STATION DESCRIPTION
 DM8377
 DM8377'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DM8377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (EIGHTH
 DM8377'STREET) WITH STATE HIGHWAY 64 (BROADWAY AVENUE) ON THE EAST SIDE OF
 DM8377'THE CITY OF MEDFORD, GO SOUTH ON STATE HIGHWAY 13 FOR 1.4 MI (2.3 KM)
 DM8377'TO COUNTY HIGHWAY O.  TURN RIGHT AND GO WEST ON COUNTY HIGHWAY O FOR
 DM8377'85 M (278.9 FT) TO THE STATION ON THE LEFT.
 DM8377'
 DM8377'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8377'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8377'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8377'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) HIGHER THAN THE HIGHWAY
 DM8377'PAVEMENT.
 DM8377'
 DM8377'THE STATION IS 13.5 M (44.3 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DM8377'HIGHWAY O, 136 M (446.2 FT) EAST OF SKYLINE DRIVE, 41.2 M (135.2 FT)
 DM8377'WEST OF THE TOP CENTER OF A RED FIRE HYDRANT, 30.1 M (98.8 FT) WEST OF
 DM8377'THE TOP CENTER OF TELEPHONE PEDESTAL NUMBER 'D 12A', 15.2 M (49.9 FT)
 DM8377'WEST-SOUTHWEST OF A '13 LEFT-RIGHT, COUNTY HIGHWAY O AHEAD' WOODEN
 DM8377'SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DM8377'SURROUNDING THE STATION.
 DM8377'
 DM8377'--  NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DM8377'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8417 ***********************************************************************
 DM8417  DESIGNATION -  6T09
 DM8417  PID         -  DM8417
 DM8417  STATE/COUNTY-  WI/TAYLOR
 DM8417  COUNTRY     -  US
 DM8417  USGS QUAD   -  MONDEAUX DAM (2018)
 DM8417
 DM8417                         *CURRENT SURVEY CONTROL
 DM8417  ______________________________________________________________________
 DM8417* NAD 83(1986) POSITION- 45 20 53.8    (N) 090 29 29.0    (W)   HD_HELD2
 DM8417* NAVD 88 ORTHO HEIGHT -   450.459 (meters)     1477.88  (feet) ADJUSTED
 DM8417  ______________________________________________________________________
 DM8417  GEOID HEIGHT    -        -30.827 (meters)                     GEOID18
 DM8417  DYNAMIC HEIGHT  -        450.430 (meters)     1477.79  (feet) COMP
 DM8417  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DM8417
 DM8417  VERT ORDER      -  SECOND    CLASS I
 DM8417
 DM8417.The horizontal coordinates were established by autonomous hand held GPS
 DM8417.observations and have an estimated accuracy of +/- 10 meters.
 DM8417
 DM8417.The orthometric height was determined by differential leveling and
 DM8417.adjusted by the WI DEPT OF TRANSP
 DM8417.in May 2012.
 DM8417
 DM8417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8417.GEOID18 height accuracy estimate available here.
 DM8417
 DM8417.Click photographs - Photos may exist for this station.
 DM8417
 DM8417.The dynamic height is computed by dividing the NAVD 88
 DM8417.geopotential number by the normal gravity value computed on the
 DM8417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8417.degrees latitude (g = 980.6199 gals.).
 DM8417
 DM8417.The modeled gravity was interpolated from observed gravity values.
 DM8417
 DM8417;                    North         East    Units  Estimated Accuracy
 DM8417;SPC WI C     -   168,460.      561,492.      MT  (+/- 10 meters HH2 GPS)
 DM8417
 DM8417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9651424702(NAD 83)
 DM8417
 DM8417                          SUPERSEDED SURVEY CONTROL
 DM8417
 DM8417.No superseded survey control is available for this station.
 DM8417
 DM8417_MARKER: DD = SURVEY DISK
 DM8417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8417_STAMPING: 6T09 2006
 DM8417_MARK LOGO: WIDT
 DM8417_PROJECTION: FLUSH
 DM8417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8417+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 DM8417
 DM8417  HISTORY     - Date     Condition        Report By
 DM8417  HISTORY     - 2005     MONUMENTED       WIDT
 DM8417  HISTORY     - 20090610 GOOD             WIDT
 DM8417
 DM8417                          STATION DESCRIPTION
 DM8417
 DM8417'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8417'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DM8417'HIGHWAY E SOUTH APPROXIMATELY 8.6 MI (13.8 KM) WEST OF THE COMMUNITY
 DM8417'OF WESTBORO, GO WEST ON COUNTY HIGHWAY D FOR 0.90 MI (1.4 KM) TO THE
 DM8417'STATION ON THE RIGHT.
 DM8417'
 DM8417'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8417'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8417'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8417'GROUND AND APPROXIMATELY 0.8 M (2.6 FT) LOWER THAN THE HIGHWAY
 DM8417'PAVEMENT.
 DM8417'
 DM8417'THE STATION IS 10.5 M (34.4 FT) NORTH OF THE CENTERLINE OF COUNTY
 DM8417'HIGHWAY D, 0.60 MI (1.0 KM) EAST OF CUMMINGS ROAD, 43.3 M (142.1 FT)
 DM8417'WEST OF THE CENTERLINE OF A FIELD ENTRANCE TO A TREE FARM, 30.4 M
 DM8417'(99.7 FT) WEST-NORTHWEST OF POWER POLE NUMBER '10-2' NEXT TO A METAL
 DM8417''RIGHT-OF-WAY' POST, 23.5 M (77.1 FT) EAST-NORTHEAST OF THE TOP CENTER
 DM8417'OF THE NORTH END OF A 60 CM (24 INCH) DIAMETER METAL CULVERT, 21.9 M
 DM8417'(71.9 FT) EAST OF A METAL POST FOR A 'BLUE WARNING UNDERGROUND CABLE'
 DM8417'SIGN AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING
 DM8417'THE STATION.
 DM8417'
 DM8417'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DM8417'QUADRANTS EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8406 ***********************************************************************
 DM8406  DESIGNATION -  6T10
 DM8406  PID         -  DM8406
 DM8406  STATE/COUNTY-  WI/TAYLOR
 DM8406  COUNTRY     -  US
 DM8406  USGS QUAD   -  MONDEAUX DAM (2018)
 DM8406
 DM8406                         *CURRENT SURVEY CONTROL
 DM8406  ______________________________________________________________________
 DM8406* NAD 83(1986) POSITION- 45 20 47.9    (N) 090 25 55.0    (W)   HD_HELD2
 DM8406* NAVD 88 ORTHO HEIGHT -   450.636 (meters)     1478.46  (feet) ADJUSTED
 DM8406  ______________________________________________________________________
 DM8406  GEOID HEIGHT    -        -30.934 (meters)                     GEOID18
 DM8406  DYNAMIC HEIGHT  -        450.603 (meters)     1478.35  (feet) COMP
 DM8406  MODELED GRAVITY -    980,527.7   (mgal)                       NAVD 88
 DM8406
 DM8406  VERT ORDER      -  SECOND    CLASS I
 DM8406
 DM8406.The horizontal coordinates were established by autonomous hand held GPS
 DM8406.observations and have an estimated accuracy of +/- 10 meters.
 DM8406
 DM8406.The orthometric height was determined by differential leveling and
 DM8406.adjusted by the WI DEPT OF TRANSP
 DM8406.in May 2012.
 DM8406
 DM8406.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8406.GEOID18 height accuracy estimate available here.
 DM8406
 DM8406.Click photographs - Photos may exist for this station.
 DM8406
 DM8406.The dynamic height is computed by dividing the NAVD 88
 DM8406.geopotential number by the normal gravity value computed on the
 DM8406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8406.degrees latitude (g = 980.6199 gals.).
 DM8406
 DM8406.The modeled gravity was interpolated from observed gravity values.
 DM8406
 DM8406;                    North         East    Units  Estimated Accuracy
 DM8406;SPC WI C     -   168,251.      566,150.      MT  (+/- 10 meters HH2 GPS)
 DM8406
 DM8406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0117724667(NAD 83)
 DM8406
 DM8406                          SUPERSEDED SURVEY CONTROL
 DM8406
 DM8406.No superseded survey control is available for this station.
 DM8406
 DM8406_MARKER: DD = SURVEY DISK
 DM8406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8406_STAMPING: 6T10 2006
 DM8406_MARK LOGO: WIDT
 DM8406_PROJECTION: FLUSH
 DM8406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8406+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2009
 DM8406
 DM8406  HISTORY     - Date     Condition        Report By
 DM8406  HISTORY     - 2005     MONUMENTED       WIDT
 DM8406  HISTORY     - 20090609 GOOD             WIDT
 DM8406
 DM8406                          STATION DESCRIPTION
 DM8406
 DM8406'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8406'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DM8406'HIGHWAY E SOUTH APPROXIMATELY 8.6 MI (13.8 KM) WEST OF THE COMMUNITY
 DM8406'OF WESTBORO, GO EAST ON COUNTY HIGHWAY D FOR 2.0 MI (3.2 KM) TO
 DM8406'MONDEAUX DRIVE.  TURN RIGHT AND GO SOUTH ON MONDEAUX DRIVE FOR 0.10 MI
 DM8406'(0.2 KM) TO THE STATION ON THE RIGHT.
 DM8406'
 DM8406'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8406'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8406'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8406'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD PAVEMENT.
 DM8406'
 DM8406'THE STATION IS 8.0 M (26.2 FT) WEST OF THE CENTERLINE OF MONDEAUX
 DM8406'DRIVE, 66.5 M (218.2 FT) SOUTH-SOUTHWEST OF A 'STOP AHEAD' WOODEN SIGN
 DM8406'POST, 27.1 M (88.9 FT) NORTH OF POWER POLE NUMBER '13-4' AND IS 1 M
 DM8406'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8406'
 DM8406'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DM8406'QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8405 ***********************************************************************
 DM8405  DESIGNATION -  6T11
 DM8405  PID         -  DM8405
 DM8405  STATE/COUNTY-  WI/TAYLOR
 DM8405  COUNTRY     -  US
 DM8405  USGS QUAD   -  MONDEAUX DAM (2018)
 DM8405
 DM8405                         *CURRENT SURVEY CONTROL
 DM8405  ______________________________________________________________________
 DM8405* NAD 83(1986) POSITION- 45 21 04.3    (N) 090 24 00.3    (W)   HD_HELD2
 DM8405* NAVD 88 ORTHO HEIGHT -   453.186 (meters)     1486.83  (feet) ADJUSTED
 DM8405  ______________________________________________________________________
 DM8405  GEOID HEIGHT    -        -30.968 (meters)                     GEOID18
 DM8405  DYNAMIC HEIGHT  -        453.152 (meters)     1486.72  (feet) COMP
 DM8405  MODELED GRAVITY -    980,529.2   (mgal)                       NAVD 88
 DM8405
 DM8405  VERT ORDER      -  SECOND    CLASS I
 DM8405
 DM8405.The horizontal coordinates were established by autonomous hand held GPS
 DM8405.observations and have an estimated accuracy of +/- 10 meters.
 DM8405
 DM8405.The orthometric height was determined by differential leveling and
 DM8405.adjusted by the WI DEPT OF TRANSP
 DM8405.in May 2012.
 DM8405
 DM8405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8405.GEOID18 height accuracy estimate available here.
 DM8405
 DM8405.Click photographs - Photos may exist for this station.
 DM8405
 DM8405.The dynamic height is computed by dividing the NAVD 88
 DM8405.geopotential number by the normal gravity value computed on the
 DM8405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8405.degrees latitude (g = 980.6199 gals.).
 DM8405
 DM8405.The modeled gravity was interpolated from observed gravity values.
 DM8405
 DM8405;                    North         East    Units  Estimated Accuracy
 DM8405;SPC WI C     -   168,745.      568,649.      MT  (+/- 10 meters HH2 GPS)
 DM8405
 DM8405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0365625253(NAD 83)
 DM8405
 DM8405                          SUPERSEDED SURVEY CONTROL
 DM8405
 DM8405.No superseded survey control is available for this station.
 DM8405
 DM8405_MARKER: DD = SURVEY DISK
 DM8405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8405_STAMPING: 6T11 2006
 DM8405_MARK LOGO: WIDT
 DM8405_PROJECTION: FLUSH
 DM8405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8405+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2009
 DM8405
 DM8405  HISTORY     - Date     Condition        Report By
 DM8405  HISTORY     - 2005     MONUMENTED       WIDT
 DM8405  HISTORY     - 20090609 GOOD             WIDT
 DM8405
 DM8405                          STATION DESCRIPTION
 DM8405
 DM8405'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8405'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DM8405'HIGHWAY E SOUTH APPROXIMATELY 8.6 MI (13.8 KM) WEST OF THE COMMUNITY
 DM8405'OF WESTBORO, GO EAST ON COUNTY HIGHWAY D FOR 3.5 MI (5.6 KM) TO RINDT
 DM8405'ROAD (FOREST ROAD 564) RIGHT.  CONTINUE EAST ON COUNTY HIGHWAY D FOR
 DM8405'0.11 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DM8405'
 DM8405'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8405'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8405'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8405'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DM8405'
 DM8405'THE STATION IS 11.1 M (36.4 FT) NORTH OF THE CENTERLINE OF COUNTY
 DM8405'HIGHWAY D, 2.31 MI (3.7 KM) WEST OF ZIMMERMAN ROAD, 69.3 M (227.4 FT)
 DM8405'WEST OF THE CENTERLINE OF A WOODS ENTRANCE, 50.3 M (165.0 FT) WEST OF
 DM8405'A 'T-INTERSECTION AHEAD' METAL SIGN POST, 36.2 M (118.8 FT) NORTHEAST
 DM8405'OF POWER POLE NUMBER 'REA CO-OP 18-29' AND 1.0 M (3.3 FT) EAST AND 1.0
 DM8405'M (3.3 FT) WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DM8405'
 DM8405'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DM8405'QUADRANTS EXTENDING TO 90 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DM8405'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8404 ***********************************************************************
 DM8404  DESIGNATION -  6T12
 DM8404  PID         -  DM8404
 DM8404  STATE/COUNTY-  WI/TAYLOR
 DM8404  COUNTRY     -  US
 DM8404  USGS QUAD   -  WESTBORO (2018)
 DM8404
 DM8404                         *CURRENT SURVEY CONTROL
 DM8404  ______________________________________________________________________
 DM8404* NAD 83(1986) POSITION- 45 21 06.0    (N) 090 21 22.5    (W)   HD_HELD2
 DM8404* NAVD 88 ORTHO HEIGHT -   487.230 (meters)     1598.52  (feet) ADJUSTED
 DM8404  ______________________________________________________________________
 DM8404  GEOID HEIGHT    -        -31.025 (meters)                     GEOID18
 DM8404  DYNAMIC HEIGHT  -        487.195 (meters)     1598.41  (feet) COMP
 DM8404  MODELED GRAVITY -    980,529.1   (mgal)                       NAVD 88
 DM8404
 DM8404  VERT ORDER      -  SECOND    CLASS I
 DM8404
 DM8404.The horizontal coordinates were established by autonomous hand held GPS
 DM8404.observations and have an estimated accuracy of +/- 10 meters.
 DM8404
 DM8404.The orthometric height was determined by differential leveling and
 DM8404.adjusted by the WI DEPT OF TRANSP
 DM8404.in May 2012.
 DM8404
 DM8404.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8404.GEOID18 height accuracy estimate available here.
 DM8404
 DM8404.Click photographs - Photos may exist for this station.
 DM8404
 DM8404.The dynamic height is computed by dividing the NAVD 88
 DM8404.geopotential number by the normal gravity value computed on the
 DM8404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8404.degrees latitude (g = 980.6199 gals.).
 DM8404
 DM8404.The modeled gravity was interpolated from observed gravity values.
 DM8404
 DM8404;                    North         East    Units  Estimated Accuracy
 DM8404;SPC WI C     -   168,781.      572,084.      MT  (+/- 10 meters HH2 GPS)
 DM8404
 DM8404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0708825417(NAD 83)
 DM8404
 DM8404                          SUPERSEDED SURVEY CONTROL
 DM8404
 DM8404.No superseded survey control is available for this station.
 DM8404
 DM8404_MARKER: DD = SURVEY DISK
 DM8404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8404_STAMPING: 6T12 2006
 DM8404_MARK LOGO: WIDT
 DM8404_PROJECTION: FLUSH
 DM8404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8404+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2009
 DM8404
 DM8404  HISTORY     - Date     Condition        Report By
 DM8404  HISTORY     - 2005     MONUMENTED       WIDT
 DM8404  HISTORY     - 20090609 GOOD             WIDT
 DM8404
 DM8404                          STATION DESCRIPTION
 DM8404
 DM8404'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8404'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DM8404'HIGHWAY D ON THE WEST SIDE OF THE COMMUNITY OF WESTBORO, GO WEST ON
 DM8404'COUNTY HIGHWAY D FOR 2.5 MI (4.0 KM) TO ZIMMERMAN ROAD (FOREST ROAD
 DM8404'101).  CONTINUE WEST ON COUNTY HIGHWAY D FOR 0.15 MI (0.2 KM) TO THE
 DM8404'STATION ON THE RIGHT.
 DM8404'
 DM8404'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8404'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8404'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8404'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DM8404'
 DM8404'THE STATION IS 10.5 M (34.4 FT) NORTH OF COUNTY HIGHWAY D, 14 3 M (9.8
 DM8404'FT) WEST-NORTHWEST OF A 'CROSSROAD AHEAD' METAL SIGN POST, 7.8 M (25.6
 DM8404'FT) WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 3.1 M (10.2 FT)
 DM8404'NORTHWEST OF THE TOP CENTER OF THE WEST END OF A 50 CM (20 INCH)
 DM8404'DIAMETER METAL CULVERT PIPE AND IS 1 M (3.3 FT) FROM THREE WHITE
 DM8404'PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8404'
 DM8404'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DM8404'QUADRANTS EXTENDING TO 40 DEGREES AND TREES IN THE EAST AND WEST
 DM8404'QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8403 ***********************************************************************
 DM8403  DESIGNATION -  6T13
 DM8403  PID         -  DM8403
 DM8403  STATE/COUNTY-  WI/TAYLOR
 DM8403  COUNTRY     -  US
 DM8403  USGS QUAD   -  WESTBORO (2018)
 DM8403
 DM8403                         *CURRENT SURVEY CONTROL
 DM8403  ______________________________________________________________________
 DM8403* NAD 83(1986) POSITION- 45 21 17.2    (N) 090 19 12.7    (W)   HD_HELD2
 DM8403* NAVD 88 ORTHO HEIGHT -   449.938 (meters)     1476.17  (feet) ADJUSTED
 DM8403  ______________________________________________________________________
 DM8403  GEOID HEIGHT    -        -31.070 (meters)                     GEOID18
 DM8403  DYNAMIC HEIGHT  -        449.905 (meters)     1476.06  (feet) COMP
 DM8403  MODELED GRAVITY -    980,530.0   (mgal)                       NAVD 88
 DM8403
 DM8403  VERT ORDER      -  SECOND    CLASS I
 DM8403
 DM8403.The horizontal coordinates were established by autonomous hand held GPS
 DM8403.observations and have an estimated accuracy of +/- 10 meters.
 DM8403
 DM8403.The orthometric height was determined by differential leveling and
 DM8403.adjusted by the WI DEPT OF TRANSP
 DM8403.in May 2012.
 DM8403
 DM8403.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8403.GEOID18 height accuracy estimate available here.
 DM8403
 DM8403.Click photographs - Photos may exist for this station.
 DM8403
 DM8403.The dynamic height is computed by dividing the NAVD 88
 DM8403.geopotential number by the normal gravity value computed on the
 DM8403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8403.degrees latitude (g = 980.6199 gals.).
 DM8403
 DM8403.The modeled gravity was interpolated from observed gravity values.
 DM8403
 DM8403;                    North         East    Units  Estimated Accuracy
 DM8403;SPC WI C     -   169,115.      574,911.      MT  (+/- 10 meters HH2 GPS)
 DM8403
 DM8403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0990125856(NAD 83)
 DM8403
 DM8403                          SUPERSEDED SURVEY CONTROL
 DM8403
 DM8403.No superseded survey control is available for this station.
 DM8403
 DM8403_MARKER: DD = SURVEY DISK
 DM8403_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8403_SP_SET: BRIDGE ABUTMENT
 DM8403_STAMPING: 6T13 2006
 DM8403_MARK LOGO: WIDT
 DM8403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8403+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2009
 DM8403
 DM8403  HISTORY     - Date     Condition        Report By
 DM8403  HISTORY     - 2006     MONUMENTED       WIDT
 DM8403  HISTORY     - 20090605 GOOD             WIDT
 DM8403
 DM8403                          STATION DESCRIPTION
 DM8403
 DM8403'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8403'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DM8403'HIGHWAY D ON THE WEST SIDE OF THE COMMUNITY OF WESTBORO, GO WEST ON
 DM8403'COUNTY HIGHWAY D FOR 0.75 MI (1.2 KM) TO SILVER CREEK ROAD RIGHT.
 DM8403'CONTINUE SOUTHWEST ON COUNTY HIGHWAY D FOR 100 M (328.1 FT) TO A
 DM8403'BRIDGE OVER SILVER CREEK AND THE STATION ON THE LEFT.
 DM8403'
 DM8403'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8403'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DM8403'OF THE WEST BRIDGE ABUTMENT AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DM8403'PAVEMENT.
 DM8403'
 DM8403'THE STATION IS 4.2 M (13.8 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DM8403'HIGHWAY D, 36 CM (14 INCHES) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 DM8403'BACK WALL AND 1.5 M (4.9 FT) NORTHEAST OF A WHITE PLASTIC WITNESS
 DM8403'POST.
 DM8403'
 DM8403'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTH
 DM8403'EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8402 ***********************************************************************
 DM8402  DESIGNATION -  6T14
 DM8402  PID         -  DM8402
 DM8402  STATE/COUNTY-  WI/TAYLOR
 DM8402  COUNTRY     -  US
 DM8402  USGS QUAD   -  WESTBORO (2018)
 DM8402
 DM8402                         *CURRENT SURVEY CONTROL
 DM8402  ______________________________________________________________________
 DM8402* NAD 83(1986) POSITION- 45 20 33.4    (N) 090 17 51.6    (W)   HD_HELD2
 DM8402* NAVD 88 ORTHO HEIGHT -   461.831 (meters)     1515.19  (feet) ADJUSTED
 DM8402  ______________________________________________________________________
 DM8402  GEOID HEIGHT    -        -31.145 (meters)                     GEOID18
 DM8402  DYNAMIC HEIGHT  -        461.797 (meters)     1515.08  (feet) COMP
 DM8402  MODELED GRAVITY -    980,527.8   (mgal)                       NAVD 88
 DM8402
 DM8402  VERT ORDER      -  SECOND    CLASS I
 DM8402
 DM8402.The horizontal coordinates were established by autonomous hand held GPS
 DM8402.observations and have an estimated accuracy of +/- 10 meters.
 DM8402
 DM8402.The orthometric height was determined by differential leveling and
 DM8402.adjusted by the WI DEPT OF TRANSP
 DM8402.in May 2012.
 DM8402
 DM8402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8402.GEOID18 height accuracy estimate available here.
 DM8402
 DM8402.Click photographs - Photos may exist for this station.
 DM8402
 DM8402.The dynamic height is computed by dividing the NAVD 88
 DM8402.geopotential number by the normal gravity value computed on the
 DM8402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8402.degrees latitude (g = 980.6199 gals.).
 DM8402
 DM8402.The modeled gravity was interpolated from observed gravity values.
 DM8402
 DM8402;                    North         East    Units  Estimated Accuracy
 DM8402;SPC WI C     -   167,756.      576,671.      MT  (+/- 10 meters HH2 GPS)
 DM8402
 DM8402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1171124563(NAD 83)
 DM8402
 DM8402                          SUPERSEDED SURVEY CONTROL
 DM8402
 DM8402.No superseded survey control is available for this station.
 DM8402
 DM8402_MARKER: DD = SURVEY DISK
 DM8402_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8402_SP_SET: BRIDGE PARAPET
 DM8402_STAMPING: 6T14 2006
 DM8402_MARK LOGO: WIDT
 DM8402_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8402+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DM8402
 DM8402  HISTORY     - Date     Condition        Report By
 DM8402  HISTORY     - 2006     MONUMENTED       WIDT
 DM8402  HISTORY     - 20090604 GOOD             WIDT
 DM8402
 DM8402                          STATION DESCRIPTION
 DM8402
 DM8402'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8402'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DM8402'HIGHWAY D ON THE WEST SIDE OF THE COMMUNITY OF WESTBORO, GO SOUTH ON
 DM8402'STATE HIGHWAY 13 FOR 0.85 MI (1.4 KM) TO BUSINESS HIGHWAY 13 LEFT AND
 DM8402'FISCHER CREEK ROAD RIGHT.  CONTINUE SOUTHEAST ON STATE HIGHWAY 13 FOR
 DM8402'0.10 MI (0.2 KM) TO 'BRIDGE NUMBER 'B-60-16-74' OVER FISCHER CREEK AND
 DM8402'A RECREATIONAL TRAIL AND THE STATION ON THE RIGHT.
 DM8402'
 DM8402'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8402'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHWEST
 DM8402'END OF THE SOUTHWEST BRIDGE PARAPET APPROXIMATELY 0.7 M (2.3 FT)
 DM8402'HIGHER THAN THE HIGHWAY PAVEMENT.
 DM8402'
 DM8402'THE STATION IS 6.8 M (22.3 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DM8402'HIGHWAY 13, 0.43 MI (0.7 KM) NORTHWEST OF OLD HIGHWAY 13 ROAD, 1.3 M
 DM8402'(4.3 FT) NORTHWEST OF A BRIDGE EXPANSION JOINT, 24 CM (9 INCHES)
 DM8402'SOUTHEAST OF THE SOUTHEAST END OF THE NORTHWEST METAL GUARD RAIL AND
 DM8402'2.0 M (6.6 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DM8402'
 DM8402'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8402'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8400 ***********************************************************************
 DM8400  DESIGNATION -  6T15
 DM8400  PID         -  DM8400
 DM8400  STATE/COUNTY-  WI/TAYLOR
 DM8400  COUNTRY     -  US
 DM8400  USGS QUAD   -  WESTBORO (2018)
 DM8400
 DM8400                         *CURRENT SURVEY CONTROL
 DM8400  ______________________________________________________________________
 DM8400* NAD 83(1986) POSITION- 45 18 05.5    (N) 090 17 17.6    (W)   HD_HELD2
 DM8400* NAVD 88 ORTHO HEIGHT -   472.749 (meters)     1551.01  (feet) ADJUSTED
 DM8400  ______________________________________________________________________
 DM8400  GEOID HEIGHT    -        -31.274 (meters)                     GEOID18
 DM8400  DYNAMIC HEIGHT  -        472.713 (meters)     1550.89  (feet) COMP
 DM8400  MODELED GRAVITY -    980,525.1   (mgal)                       NAVD 88
 DM8400
 DM8400  VERT ORDER      -  SECOND    CLASS I
 DM8400
 DM8400.The horizontal coordinates were established by autonomous hand held GPS
 DM8400.observations and have an estimated accuracy of +/- 10 meters.
 DM8400
 DM8400.The orthometric height was determined by differential leveling and
 DM8400.adjusted by the WI DEPT OF TRANSP
 DM8400.in May 2012.
 DM8400
 DM8400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8400.GEOID18 height accuracy estimate available here.
 DM8400
 DM8400.Click photographs - Photos may exist for this station.
 DM8400
 DM8400.The dynamic height is computed by dividing the NAVD 88
 DM8400.geopotential number by the normal gravity value computed on the
 DM8400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8400.degrees latitude (g = 980.6199 gals.).
 DM8400
 DM8400.The modeled gravity was interpolated from observed gravity values.
 DM8400
 DM8400;                    North         East    Units  Estimated Accuracy
 DM8400;SPC WI C     -   163,188.      577,395.      MT  (+/- 10 meters HH2 GPS)
 DM8400
 DM8400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1260420024(NAD 83)
 DM8400
 DM8400                          SUPERSEDED SURVEY CONTROL
 DM8400
 DM8400.No superseded survey control is available for this station.
 DM8400
 DM8400_MARKER: DD = SURVEY DISK
 DM8400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8400_STAMPING: 6T15 2006
 DM8400_MARK LOGO: WIDT
 DM8400_PROJECTION: FLUSH
 DM8400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8400+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DM8400
 DM8400  HISTORY     - Date     Condition        Report By
 DM8400  HISTORY     - 2005     MONUMENTED       WIDT
 DM8400  HISTORY     - 20090604 GOOD             WIDT
 DM8400
 DM8400                          STATION DESCRIPTION
 DM8400
 DM8400'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8400'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DM8400'HIGHWAY 102 APPROXIMATELY 1 MI (1.6 KM) NORTHEAST OF THE COMMUNITY OF
 DM8400'CHELSEA, GO EAST ON STATE HIGHWAY 102 FOR 0.45 MI (0.7 KM) TO THE
 DM8400'STATION ON THE RIGHT.
 DM8400'
 DM8400'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8400'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8400'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8400'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DM8400'THE STATION IS 10.8 M (35.4 FT) SOUTH OF THE CENTERLINE OF STATE
 DM8400'HIGHWAY 102, 1.91 MI (3.1 KM) WEST OF WEST RIB ROAD, 164 M (538.1 FT)
 DM8400'EAST OF A 'NO PASSING ZONE' SIGN POST, 39.1 M (128.3 FT) SOUTHWEST OF
 DM8400'POWER POLE NUMBER 'LSDP 31-23/48' AND IS 1 M (3.3 FT) FROM THREE WHITE
 DM8400'PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8400'
 DM8400'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8400'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8399 ***********************************************************************
 DM8399  DESIGNATION -  6T46
 DM8399  PID         -  DM8399
 DM8399  STATE/COUNTY-  WI/TAYLOR
 DM8399  COUNTRY     -  US
 DM8399  USGS QUAD   -  RIB LAKE (2018)
 DM8399
 DM8399                         *CURRENT SURVEY CONTROL
 DM8399  ______________________________________________________________________
 DM8399* NAD 83(1986) POSITION- 45 18 05.5    (N) 090 14 32.3    (W)   HD_HELD2
 DM8399* NAVD 88 ORTHO HEIGHT -   481.806 (meters)     1580.73  (feet) ADJUSTED
 DM8399  ______________________________________________________________________
 DM8399  GEOID HEIGHT    -        -31.367 (meters)                     GEOID18
 DM8399  DYNAMIC HEIGHT  -        481.768 (meters)     1580.60  (feet) COMP
 DM8399  MODELED GRAVITY -    980,522.0   (mgal)                       NAVD 88
 DM8399
 DM8399  VERT ORDER      -  SECOND    CLASS I
 DM8399
 DM8399.The horizontal coordinates were established by autonomous hand held GPS
 DM8399.observations and have an estimated accuracy of +/- 10 meters.
 DM8399
 DM8399.The orthometric height was determined by differential leveling and
 DM8399.adjusted by the WI DEPT OF TRANSP
 DM8399.in May 2012.
 DM8399
 DM8399.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8399.GEOID18 height accuracy estimate available here.
 DM8399
 DM8399.Click photographs - Photos may exist for this station.
 DM8399
 DM8399.The dynamic height is computed by dividing the NAVD 88
 DM8399.geopotential number by the normal gravity value computed on the
 DM8399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8399.degrees latitude (g = 980.6199 gals.).
 DM8399
 DM8399.The modeled gravity was interpolated from observed gravity values.
 DM8399
 DM8399;                    North         East    Units  Estimated Accuracy
 DM8399;SPC WI C     -   163,176.      580,996.      MT  (+/- 10 meters HH2 GPS)
 DM8399
 DM8399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1620420147(NAD 83)
 DM8399
 DM8399                          SUPERSEDED SURVEY CONTROL
 DM8399
 DM8399.No superseded survey control is available for this station.
 DM8399
 DM8399_MARKER: DD = SURVEY DISK
 DM8399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8399_STAMPING: 6T46 2006
 DM8399_MARK LOGO: WIDT
 DM8399_PROJECTION: FLUSH
 DM8399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8399+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DM8399
 DM8399  HISTORY     - Date     Condition        Report By
 DM8399  HISTORY     - 2005     MONUMENTED       WIDT
 DM8399  HISTORY     - 20090604 GOOD             WIDT
 DM8399
 DM8399                          STATION DESCRIPTION
 DM8399
 DM8399'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8399'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102 WITH
 DM8399'COUNTY HIGHWAY D NORTH AND KENNEDY STREET SOUTH ON THE WEST SIDE OF
 DM8399'THE VILLAGE OF RIB LAKE, GO SOUTHWEST ON STATE HIGHWAY 102 FOR 1.9 MI
 DM8399'(3.1 KM) TO WELLINGTON LAKE DRIVE LEFT.  CONTINUE WEST ON STATE
 DM8399'HIGHWAY 102 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DM8399'
 DM8399'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8399'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8399'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8399'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE HIGHWAY
 DM8399'PAVEMENT.
 DM8399'
 DM8399'THE STATION IS 13.9 M (45.6 FT) SOUTH OF THE CENTERLINE OF STATE
 DM8399'HIGHWAY 102, 0.31 MI (0.5 KM) EAST OF WEST RIB ROAD AND 29.1 M (95.5
 DM8399'FT) SOUTHWEST OF A 'NO PASSING ZONE' WOODEN SIGN POST AND IS 1 M (3.3
 DM8399'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8399'
 DM8399'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8399'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8398 ***********************************************************************
 DM8398  DESIGNATION -  6T47
 DM8398  PID         -  DM8398
 DM8398  STATE/COUNTY-  WI/TAYLOR
 DM8398  COUNTRY     -  US
 DM8398  USGS QUAD   -  RIB LAKE (2018)
 DM8398
 DM8398                         *CURRENT SURVEY CONTROL
 DM8398  ______________________________________________________________________
 DM8398* NAD 83(1986) POSITION- 45 19 14.8    (N) 090 12 06.5    (W)   HD_HELD2
 DM8398* NAVD 88 ORTHO HEIGHT -   478.311 (meters)     1569.26  (feet) ADJUSTED
 DM8398  ______________________________________________________________________
 DM8398  GEOID HEIGHT    -        -31.389 (meters)                     GEOID18
 DM8398  DYNAMIC HEIGHT  -        478.271 (meters)     1569.13  (feet) COMP
 DM8398  MODELED GRAVITY -    980,518.7   (mgal)                       NAVD 88
 DM8398
 DM8398  VERT ORDER      -  SECOND    CLASS I
 DM8398
 DM8398.The horizontal coordinates were established by autonomous hand held GPS
 DM8398.observations and have an estimated accuracy of +/- 10 meters.
 DM8398
 DM8398.The orthometric height was determined by differential leveling and
 DM8398.adjusted by the WI DEPT OF TRANSP
 DM8398.in May 2012.
 DM8398
 DM8398.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8398.GEOID18 height accuracy estimate available here.
 DM8398
 DM8398.Click photographs - Photos may exist for this station.
 DM8398
 DM8398.The dynamic height is computed by dividing the NAVD 88
 DM8398.geopotential number by the normal gravity value computed on the
 DM8398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8398.degrees latitude (g = 980.6199 gals.).
 DM8398
 DM8398.The modeled gravity was interpolated from observed gravity values.
 DM8398
 DM8398;                    North         East    Units  Estimated Accuracy
 DM8398;SPC WI C     -   165,307.      584,178.      MT  (+/- 10 meters HH2 GPS)
 DM8398
 DM8398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1930522395(NAD 83)
 DM8398
 DM8398                          SUPERSEDED SURVEY CONTROL
 DM8398
 DM8398.No superseded survey control is available for this station.
 DM8398
 DM8398_MARKER: DD = SURVEY DISK
 DM8398_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8398_SP_SET: BRIDGE WING WALL
 DM8398_STAMPING: 6T47 2006
 DM8398_MARK LOGO: WIDT
 DM8398_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM8398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8398+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2009
 DM8398
 DM8398  HISTORY     - Date     Condition        Report By
 DM8398  HISTORY     - 2006     MONUMENTED       WIDT
 DM8398  HISTORY     - 20090603 GOOD             WIDT
 DM8398
 DM8398                          STATION DESCRIPTION
 DM8398
 DM8398'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8398'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102 WITH
 DM8398'COUNTY HIGHWAY D NORTH AND KENNEDY STREET SOUTH ON THE WEST SIDE OF
 DM8398'THE VILLAGE OF RIB LAKE, GO NORTH ON COUNTY HIGHWAY D FOR 0.2 MI (0.3
 DM8398'KM) TO FAYETTE AVENUE RIGHT.  TURN RIGHT AND GO EAST ON FAYETTE AVENUE
 DM8398'FOR 0.32 MI (0.5 KM) TO A BRIDGE AND THE STATION ON THE LEFT.
 DM8398'
 DM8398'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8398'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DM8398'OF THE NORTHEAST WING WALL APPROXIMATELY LEVEL WITH THE STREET
 DM8398'PAVEMENT.
 DM8398'
 DM8398'THE STATION IS 6.7 M (22.0 FT) NORTH OF THE CENTERLINE OF FAYETTE
 DM8398'AVENUE, 0.25 MI (0.4 KM) WEST OF STATE HIGHWAY 102, 25.4 M (83.3 FT)
 DM8398'EAST OF THE EXTENDED CENTERLINE OF THE ENTRANCE TO RIB LAKE ICE AGE
 DM8398'PARK, 16.7 M (54.8 FT) NORTH-NORTHWEST OF POWER POLE NUMBER 'LSDP
 DM8398'26-2-62/53', 15.6 M (51.2 FT) EAST OF THE CENTERLINE OF HIGH STREET
 DM8398'AND 0.6 M (2.0 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DM8398'
 DM8398'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH, EAST
 DM8398'AND SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8397 ***********************************************************************
 DM8397  DESIGNATION -  6T48
 DM8397  PID         -  DM8397
 DM8397  STATE/COUNTY-  WI/TAYLOR
 DM8397  COUNTRY     -  US
 DM8397  USGS QUAD   -  RIB LAKE (2018)
 DM8397
 DM8397                         *CURRENT SURVEY CONTROL
 DM8397  ______________________________________________________________________
 DM8397* NAD 83(1986) POSITION- 45 19 24.5    (N) 090 09 17.6    (W)   HD_HELD2
 DM8397* NAVD 88 ORTHO HEIGHT -   484.552 (meters)     1589.73  (feet) ADJUSTED
 DM8397  ______________________________________________________________________
 DM8397  GEOID HEIGHT    -        -31.471 (meters)                     GEOID18
 DM8397  DYNAMIC HEIGHT  -        484.512 (meters)     1589.60  (feet) COMP
 DM8397  MODELED GRAVITY -    980,519.0   (mgal)                       NAVD 88
 DM8397
 DM8397  VERT ORDER      -  SECOND    CLASS I
 DM8397
 DM8397.The horizontal coordinates were established by autonomous hand held GPS
 DM8397.observations and have an estimated accuracy of +/- 10 meters.
 DM8397
 DM8397.The orthometric height was determined by differential leveling and
 DM8397.adjusted by the WI DEPT OF TRANSP
 DM8397.in May 2012.
 DM8397
 DM8397.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8397.GEOID18 height accuracy estimate available here.
 DM8397
 DM8397.Click photographs - Photos may exist for this station.
 DM8397
 DM8397.The dynamic height is computed by dividing the NAVD 88
 DM8397.geopotential number by the normal gravity value computed on the
 DM8397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8397.degrees latitude (g = 980.6199 gals.).
 DM8397
 DM8397.The modeled gravity was interpolated from observed gravity values.
 DM8397
 DM8397;                    North         East    Units  Estimated Accuracy
 DM8397;SPC WI C     -   165,598.      587,857.      MT  (+/- 10 meters HH2 GPS)
 DM8397
 DM8397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2297222823(NAD 83)
 DM8397
 DM8397                          SUPERSEDED SURVEY CONTROL
 DM8397
 DM8397.No superseded survey control is available for this station.
 DM8397
 DM8397_MARKER: DD = SURVEY DISK
 DM8397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8397_STAMPING: 6T48 2006
 DM8397_MARK LOGO: WIDT
 DM8397_PROJECTION: FLUSH
 DM8397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8397+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 DM8397
 DM8397  HISTORY     - Date     Condition        Report By
 DM8397  HISTORY     - 2005     MONUMENTED       WIDT
 DM8397  HISTORY     - 20090810 GOOD             WIDT
 DM8397
 DM8397                          STATION DESCRIPTION
 DM8397
 DM8397'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8397'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102 WITH
 DM8397'COUNTY HIGHWAY C APPROXIMATELY 2 MI (3.2 KM) EAST OF THE VILLAGE OF
 DM8397'RIB LAKE, GO EAST ON STATE HIGHWAY 102 FOR 0.5 MI (0.8 KM) TO MIKES
 DM8397'LANE LEFT.  CONTINUE EAST ON STATE HIGHWAY 102 FOR 0.13 MI (0.2 KM) TO
 DM8397'THE STATION ON THE RIGHT.
 DM8397'
 DM8397'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8397'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8397'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8397'GROUND AND APPROXIMATELY 0.7 M (2.3 FT) LOWER THAN THE HIGHWAY
 DM8397'PAVEMENT.
 DM8397'
 DM8397'THE STATION IS 10.8 M (35.4 FT) SOUTH OF THE CENTERLINE OF STATE
 DM8397'HIGHWAY 102, 0.18 MI (0.3 KM) WEST OF WILDERNESS AVENUE, 47.4 M (155.5
 DM8397'FT) EAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER
 DM8397''W2160', 32.0 M (105.0 FT) EAST-NORTHEAST OF A POWER POLE WITH ONE
 DM8397'TRANSFORMER, 30.9 M (101.4 FT) EAST OF A 'LEFT CURVE AHEAD 45 MPH'
 DM8397'WOODEN SIGN POST, 26.5 M (86.9 FT) SOUTH-SOUTHWEST OF THE TOP CENTER
 DM8397'OF TELEPHONE PEDESTAL NUMBER '2 18' AND IS 1 M (3.3 FT) FROM THREE
 DM8397'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8397'
 DM8397'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8397'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8391 ***********************************************************************
 DM8391  DESIGNATION -  6T49
 DM8391  PID         -  DM8391
 DM8391  STATE/COUNTY-  WI/TAYLOR
 DM8391  COUNTRY     -  US
 DM8391  USGS QUAD   -  RIB LAKE (2018)
 DM8391
 DM8391                         *CURRENT SURVEY CONTROL
 DM8391  ______________________________________________________________________
 DM8391* NAD 83(1986) POSITION- 45 18 11.2    (N) 090 08 52.3    (W)   HD_HELD2
 DM8391* NAVD 88 ORTHO HEIGHT -   486.320 (meters)     1595.53  (feet) ADJUSTED
 DM8391  ______________________________________________________________________
 DM8391  GEOID HEIGHT    -        -31.561 (meters)                     GEOID18
 DM8391  DYNAMIC HEIGHT  -        486.280 (meters)     1595.40  (feet) COMP
 DM8391  MODELED GRAVITY -    980,519.7   (mgal)                       NAVD 88
 DM8391
 DM8391  VERT ORDER      -  SECOND    CLASS I
 DM8391
 DM8391.The horizontal coordinates were established by autonomous hand held GPS
 DM8391.observations and have an estimated accuracy of +/- 10 meters.
 DM8391
 DM8391.The orthometric height was determined by differential leveling and
 DM8391.adjusted by the WI DEPT OF TRANSP
 DM8391.in May 2012.
 DM8391
 DM8391.No vertical observational check was made to the station.
 DM8391
 DM8391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8391.GEOID18 height accuracy estimate available here.
 DM8391
 DM8391.Click photographs - Photos may exist for this station.
 DM8391
 DM8391.The dynamic height is computed by dividing the NAVD 88
 DM8391.geopotential number by the normal gravity value computed on the
 DM8391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8391.degrees latitude (g = 980.6199 gals.).
 DM8391
 DM8391.The modeled gravity was interpolated from observed gravity values.
 DM8391
 DM8391;                    North         East    Units  Estimated Accuracy
 DM8391;SPC WI C     -   163,334.      588,404.      MT  (+/- 10 meters HH2 GPS)
 DM8391
 DM8391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2360220580(NAD 83)
 DM8391
 DM8391                          SUPERSEDED SURVEY CONTROL
 DM8391
 DM8391.No superseded survey control is available for this station.
 DM8391
 DM8391_MARKER: DD = SURVEY DISK
 DM8391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8391_STAMPING: 6T49 2006
 DM8391_MARK LOGO: WIDT
 DM8391_PROJECTION: FLUSH
 DM8391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8391+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 DM8391
 DM8391  HISTORY     - Date     Condition        Report By
 DM8391  HISTORY     - 2005     MONUMENTED       WIDT
 DM8391  HISTORY     - 20090810 GOOD             WIDT
 DM8391
 DM8391                          STATION DESCRIPTION
 DM8391
 DM8391'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102 WITH
 DM8391'COUNTY HIGHWAY C APPROXIMATELY 2 MI (3.2 KM) EAST OF THE VILLAGE OF
 DM8391'RIB LAKE, GO EAST ON STATE HIGHWAY 102 FOR 0.8 MI (1.3 KM) TO STATE
 DM8391'HIGHWAY 102 CURVING LEFT AND WILDERNESS AVENUE AHEAD, GO EAST ON
 DM8391'WILDERNESS AVENUE FOR 0.1 MI (0.2 KM) TO PECHE DRIVE.  TURN RIGHT AND
 DM8391'GO SOUTH ON PECHE DRIVE FOR 1.0 MI (1.6 KM) TO FAWN AVENUE.  CONTINUE
 DM8391'SOUTH ON PECHE DRIVE FOR 0.40 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DM8391'
 DM8391'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8391'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DM8391'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8391'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD PAVEMENT.
 DM8391'
 DM8391'THE STATION IS 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF PECHE DRIVE,
 DM8391'0.09 MI (0.1 KM) NORTH OF ELMERS LANE, 115 M (377.3 FT) SOUTH OF A
 DM8391'PRIVATE ENTRANCE, 1.5 M (4.9 FT) WEST OF A CULTIVATED FIELD AND IS 1 M
 DM8391'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DM8391'
 DM8391'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8391'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4905 ***********************************************************************
 DJ4905  DESIGNATION -  6U01
 DJ4905  PID         -  DJ4905
 DJ4905  STATE/COUNTY-  WI/MARATHON
 DJ4905  COUNTRY     -  US
 DJ4905  USGS QUAD   -  MARATHON (2018)
 DJ4905
 DJ4905                         *CURRENT SURVEY CONTROL
 DJ4905  ______________________________________________________________________
 DJ4905* NAD 83(1986) POSITION- 44 55 21.50   (N) 089 50 39.08   (W)   HD_HELD1
 DJ4905* NAVD 88 ORTHO HEIGHT -   432.293 (meters)     1418.28  (feet) ADJUSTED
 DJ4905  ______________________________________________________________________
 DJ4905  GEOID HEIGHT    -        -34.115 (meters)                     GEOID18
 DJ4905  DYNAMIC HEIGHT  -        432.231 (meters)     1418.08  (feet) COMP
 DJ4905  MODELED GRAVITY -    980,460.2   (mgal)                       NAVD 88
 DJ4905
 DJ4905  VERT ORDER      -  SECOND    CLASS I
 DJ4905
 DJ4905.The horizontal coordinates were determined by differentially corrected
 DJ4905.hand held GPS observations or other comparable positioning techniques
 DJ4905.and have an estimated accuracy of +/- 3 meters.
 DJ4905
 DJ4905.The orthometric height was determined by differential leveling and
 DJ4905.adjusted by the WI DEPT OF TRANSP
 DJ4905.in May 2012.
 DJ4905
 DJ4905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4905.GEOID18 height accuracy estimate available here.
 DJ4905
 DJ4905.Click photographs - Photos may exist for this station.
 DJ4905
 DJ4905.The dynamic height is computed by dividing the NAVD 88
 DJ4905.geopotential number by the normal gravity value computed on the
 DJ4905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4905.degrees latitude (g = 980.6199 gals.).
 DJ4905
 DJ4905.The modeled gravity was interpolated from observed gravity values.
 DJ4905
 DJ4905;                    North         East    Units  Estimated Accuracy
 DJ4905;SPC WI C     -   121,054.2     612,301.0     MT  (+/- 3 meters HH1 GPS) 
 DJ4905
 DJ4905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7553278292(NAD 83)
 DJ4905
 DJ4905                          SUPERSEDED SURVEY CONTROL
 DJ4905
 DJ4905  NAVD 88 (07/08/08)  432.275  (m)         1418.22   (f) SUPERSEDED  2 1
 DJ4905
 DJ4905.Superseded values are not recommended for survey control.
 DJ4905
 DJ4905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4905.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4905
 DJ4905_MARKER: DD = SURVEY DISK
 DJ4905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ4905_SP_SET: TOWER FOOTING
 DJ4905_STAMPING: 6U01 2005
 DJ4905_MARK LOGO: WIDT
 DJ4905_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4905+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DJ4905
 DJ4905  HISTORY     - Date     Condition        Report By
 DJ4905  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4905  HISTORY     - 20060710 GOOD             WIDT
 DJ4905  HISTORY     - 20110622 GOOD             WIDT
 DJ4905
 DJ4905                          STATION DESCRIPTION
 DJ4905
 DJ4905'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4905'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107 WITH
 DJ4905'COUNTY HIGHWAY N ABOUT 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF MARATHON
 DJ4905'CITY, GO NORTH ON STATE HIGHWAY 107 FOR 1.3 MI (2.1 KM) TO TOWN ROAD
 DJ4905'ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 107 FOR 0.1 MI (0.2 KM)
 DJ4905'TO THE MUNICIPAL WATER TOWER, A COMMUNICATION TOWER, AND THE STATION
 DJ4905'ON THE LEFT.
 DJ4905'
 DJ4905'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4905'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE
 DJ4905'SOUTHERNMOST 75-CM SQUARE CONCRETE FOOTING FOR THE COMMUNICATION
 DJ4905'TOWER.
 DJ4905'
 DJ4905'THE STATION IS LOCATED 44.8 M (147.0 FT) EAST OF THE CENTERLINE OF
 DJ4905'TOWN ROAD AND 22 M (72.2 FT) SOUTH-SOUTHWEST OF THE BASE OF THE
 DJ4905'MUNICIPAL WATER TOWER.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DJ4905'OBSERVATIONS.
 DJ4905
 DJ4905                          STATION RECOVERY (2011)
 DJ4905
 DJ4905'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4905'NOTE - - TOWER HAS BEEN REMOVED - -  MONUMENT AND FOOTING ARE INTACT.
 DJ4905'
 DJ4905'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4845 ***********************************************************************
 DJ4845  DESIGNATION -  6U02
 DJ4845  PID         -  DJ4845
 DJ4845  STATE/COUNTY-  WI/MARATHON
 DJ4845  COUNTRY     -  US
 DJ4845  USGS QUAD   -  MARATHON (2018)
 DJ4845
 DJ4845                         *CURRENT SURVEY CONTROL
 DJ4845  ______________________________________________________________________
 DJ4845* NAD 83(1986) POSITION- 44 56 12.46   (N) 089 50 24.14   (W)   HD_HELD1
 DJ4845* NAVD 88 ORTHO HEIGHT -   369.312 (meters)     1211.65  (feet) ADJUSTED
 DJ4845  ______________________________________________________________________
 DJ4845  GEOID HEIGHT    -        -34.054 (meters)                     GEOID18
 DJ4845  DYNAMIC HEIGHT  -        369.259 (meters)     1211.48  (feet) COMP
 DJ4845  MODELED GRAVITY -    980,463.9   (mgal)                       NAVD 88
 DJ4845
 DJ4845  VERT ORDER      -  SECOND    CLASS I
 DJ4845
 DJ4845.The horizontal coordinates were determined by differentially corrected
 DJ4845.hand held GPS observations or other comparable positioning techniques
 DJ4845.and have an estimated accuracy of +/- 3 meters.
 DJ4845
 DJ4845.The orthometric height was determined by differential leveling and
 DJ4845.adjusted by the WI DEPT OF TRANSP
 DJ4845.in May 2012.
 DJ4845
 DJ4845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4845.GEOID18 height accuracy estimate available here.
 DJ4845
 DJ4845.Click photographs - Photos may exist for this station.
 DJ4845
 DJ4845.The dynamic height is computed by dividing the NAVD 88
 DJ4845.geopotential number by the normal gravity value computed on the
 DJ4845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4845.degrees latitude (g = 980.6199 gals.).
 DJ4845
 DJ4845.The modeled gravity was interpolated from observed gravity values.
 DJ4845
 DJ4845;                    North         East    Units  Estimated Accuracy
 DJ4845;SPC WI C     -   122,627.9     612,625.5     MT  (+/- 3 meters HH1 GPS) 
 DJ4845
 DJ4845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7591579853(NAD 83)
 DJ4845
 DJ4845                          SUPERSEDED SURVEY CONTROL
 DJ4845
 DJ4845  NAVD 88 (07/08/08)  369.294  (m)         1211.59   (f) SUPERSEDED  2 1
 DJ4845
 DJ4845.Superseded values are not recommended for survey control.
 DJ4845
 DJ4845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4845.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4845
 DJ4845_MARKER: DD = SURVEY DISK
 DJ4845_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4845_SP_SET: BRIDGE PARAPET WALL
 DJ4845_STAMPING: 6U02 2005
 DJ4845_MARK LOGO: WIDT
 DJ4845_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4845+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DJ4845
 DJ4845  HISTORY     - Date     Condition        Report By
 DJ4845  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4845  HISTORY     - 20060628 GOOD             WIDT
 DJ4845  HISTORY     - 20110622 GOOD             WIDT
 DJ4845
 DJ4845                          STATION DESCRIPTION
 DJ4845
 DJ4845'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4845'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4845'HIGHWAY 107 (EXIT 156) ABOUT 1 MI (1.6 KM) NORTH OF THE VILLAGE OF
 DJ4845'MARATHON CITY, GO SOUTH ON STATE HIGHWAY 107 FOR 0.65 MI (1.0 KM) TO
 DJ4845'THE NORTHERNMOST OF THE TWO BRIDGES SPANNING THE BIG RIB RIVER AND THE
 DJ4845'STATION ON THE LEFT.
 DJ4845'
 DJ4845'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4845'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DJ4845'OF THE EAST PARAPET WALL OF THE BRIDGE --B-37-240-89--, ABOUT 1 M (3.3
 DJ4845'FT) ABOVE THE HIGHWAY PAVEMENT, 8.0 M (26.2 FT) EAST OF THE CENTERLINE
 DJ4845'OF STATE HIGHWAY 107.
 DJ4845
 DJ4845                          STATION RECOVERY (2011)
 DJ4845
 DJ4845'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4845'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4734 ***********************************************************************
 DJ4734  DESIGNATION -  6U03
 DJ4734  PID         -  DJ4734
 DJ4734  STATE/COUNTY-  WI/MARATHON
 DJ4734  COUNTRY     -  US
 DJ4734  USGS QUAD   -  MARATHON (2018)
 DJ4734
 DJ4734                         *CURRENT SURVEY CONTROL
 DJ4734  ______________________________________________________________________
 DJ4734* NAD 83(1986) POSITION- 44 57 31.44   (N) 089 50 32.64   (W)   HD_HELD1
 DJ4734* NAVD 88 ORTHO HEIGHT -   418.772 (meters)     1373.92  (feet) ADJUSTED
 DJ4734  ______________________________________________________________________
 DJ4734  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 DJ4734  DYNAMIC HEIGHT  -        418.715 (meters)     1373.73  (feet) COMP
 DJ4734  MODELED GRAVITY -    980,469.8   (mgal)                       NAVD 88
 DJ4734
 DJ4734  VERT ORDER      -  SECOND    CLASS I
 DJ4734
 DJ4734.The horizontal coordinates were determined by differentially corrected
 DJ4734.hand held GPS observations or other comparable positioning techniques
 DJ4734.and have an estimated accuracy of +/- 3 meters.
 DJ4734
 DJ4734.The orthometric height was determined by differential leveling and
 DJ4734.adjusted by the WI DEPT OF TRANSP
 DJ4734.in May 2012.
 DJ4734
 DJ4734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4734.GEOID18 height accuracy estimate available here.
 DJ4734
 DJ4734.Click photographs - Photos may exist for this station.
 DJ4734
 DJ4734.The dynamic height is computed by dividing the NAVD 88
 DJ4734.geopotential number by the normal gravity value computed on the
 DJ4734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4734.degrees latitude (g = 980.6199 gals.).
 DJ4734
 DJ4734.The modeled gravity was interpolated from observed gravity values.
 DJ4734
 DJ4734;                    North         East    Units  Estimated Accuracy
 DJ4734;SPC WI C     -   125,065.4     612,434.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4734
 DJ4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7581482297(NAD 83)
 DJ4734
 DJ4734                          SUPERSEDED SURVEY CONTROL
 DJ4734
 DJ4734  NAVD 88 (07/08/08)  418.754  (m)         1373.86   (f) SUPERSEDED  2 1
 DJ4734
 DJ4734.Superseded values are not recommended for survey control.
 DJ4734
 DJ4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4734.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4734
 DJ4734_MARKER: DD = SURVEY DISK
 DJ4734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4734_STAMPING: 6U03 2005
 DJ4734_MARK LOGO: WIDT
 DJ4734_PROJECTION: FLUSH
 DJ4734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4734+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DJ4734
 DJ4734  HISTORY     - Date     Condition        Report By
 DJ4734  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4734  HISTORY     - 20060628 GOOD             WIDT
 DJ4734  HISTORY     - 20110622 GOOD             WIDT
 DJ4734
 DJ4734                          STATION DESCRIPTION
 DJ4734
 DJ4734'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4734'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4734'HIGHWAY 107 (EXIT 156) ABOUT 1 MI (1.6 KM) NORTH OF THE VILLAGE OF
 DJ4734'MARATHON CITY, GO NORTH ON STATE HIGHWAY 107 FOR 1.0 MI (1.6 KM) TO
 DJ4734'HIGHLAND DRIVE, TURN RIGHT AND GO EAST ON HIGHLAND DRIVE FOR 0.1 MI
 DJ4734'(0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4734'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4734'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4734'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DJ4734'PAVEMENT.  THE STATION IS 8.8 M (28.9 FT) NORTH OF THE CENTERLINE OF
 DJ4734'HIGHLAND DRIVE, 48.7 M (159.8 FT) NORTHEAST OF A POWER POLE --2906
 DJ4734'31W2--, 25.5 M (83.7 FT) EAST OF A TELEPHONE PEDESTAL --1492--, 1 M
 DJ4734'(3.3 FT) SOUTH OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH,
 DJ4734'SOUTHEAST, AND SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DJ4734'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4734'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4734
 DJ4734                          STATION RECOVERY (2011)
 DJ4734
 DJ4734'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4734'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4735 ***********************************************************************
 DJ4735  DESIGNATION -  6U04
 DJ4735  PID         -  DJ4735
 DJ4735  STATE/COUNTY-  WI/MARATHON
 DJ4735  COUNTRY     -  US
 DJ4735  USGS QUAD   -  MARATHON (2018)
 DJ4735
 DJ4735                         *CURRENT SURVEY CONTROL
 DJ4735  ______________________________________________________________________
 DJ4735* NAD 83(1986) POSITION- 44 59 26.56   (N) 089 48 33.63   (W)   HD_HELD1
 DJ4735* NAVD 88 ORTHO HEIGHT -   430.859 (meters)     1413.58  (feet) ADJUSTED
 DJ4735  ______________________________________________________________________
 DJ4735  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 DJ4735  DYNAMIC HEIGHT  -        430.803 (meters)     1413.39  (feet) COMP
 DJ4735  MODELED GRAVITY -    980,474.6   (mgal)                       NAVD 88
 DJ4735
 DJ4735  VERT ORDER      -  SECOND    CLASS I
 DJ4735
 DJ4735.The horizontal coordinates were determined by differentially corrected
 DJ4735.hand held GPS observations or other comparable positioning techniques
 DJ4735.and have an estimated accuracy of +/- 3 meters.
 DJ4735
 DJ4735.The orthometric height was determined by differential leveling and
 DJ4735.adjusted by the WI DEPT OF TRANSP
 DJ4735.in May 2012.
 DJ4735
 DJ4735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4735.GEOID18 height accuracy estimate available here.
 DJ4735
 DJ4735.Click photographs - Photos may exist for this station.
 DJ4735
 DJ4735.The dynamic height is computed by dividing the NAVD 88
 DJ4735.geopotential number by the normal gravity value computed on the
 DJ4735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4735.degrees latitude (g = 980.6199 gals.).
 DJ4735
 DJ4735.The modeled gravity was interpolated from observed gravity values.
 DJ4735
 DJ4735;                    North         East    Units  Estimated Accuracy
 DJ4735;SPC WI C     -   128,624.5     615,034.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4735
 DJ4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7854485758(NAD 83)
 DJ4735
 DJ4735                          SUPERSEDED SURVEY CONTROL
 DJ4735
 DJ4735  NAVD 88 (07/08/08)  430.842  (m)         1413.52   (f) SUPERSEDED  2 1
 DJ4735
 DJ4735.Superseded values are not recommended for survey control.
 DJ4735
 DJ4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4735.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4735
 DJ4735_MARKER: DD = SURVEY DISK
 DJ4735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4735_STAMPING: 6U04 2005
 DJ4735_MARK LOGO: WIDT
 DJ4735_PROJECTION: FLUSH
 DJ4735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4735+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2011
 DJ4735
 DJ4735  HISTORY     - Date     Condition        Report By
 DJ4735  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4735  HISTORY     - 20060705 GOOD             WIDT
 DJ4735  HISTORY     - 20110630 GOOD             WIDT
 DJ4735
 DJ4735                          STATION DESCRIPTION
 DJ4735
 DJ4735'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4735'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DJ4735'HIGHWAY U ABOUT 6 MI (9.7 KM) WEST-NORTHWEST OF THE CITY OF WAUSAU, GO
 DJ4735'WEST ON COUNTY HIGHWAY U FOR 2.0 MI (3.2 KM) TO 136TH AVENUE, TURN
 DJ4735'RIGHT AND GO NORTH ON 136TH AVENUE FOR 0.2 MI (0.3 KM) TO THE STATION
 DJ4735'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4735'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4735'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4735'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8
 DJ4735'M (26.2 FT) WEST OF THE CENTERLINE OF 136TH AVENUE, 59.4 M (194.9 FT)
 DJ4735'SOUTH OF A WOOD POST FOR A --STOP AHEAD-- SIGN, 21.6 M (70.9 FT)
 DJ4735'NORTHWEST OF A POWER POLE, 2 M (6.6 FT) EAST OF AN AGRICULTURAL FIELD,
 DJ4735'AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF A WHITE PLASTIC
 DJ4735'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4735'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4735
 DJ4735                          STATION RECOVERY (2011)
 DJ4735
 DJ4735'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4735'RECOVERED IN GOOD CONDITION
 DJ4735'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4906 ***********************************************************************
 DJ4906  DESIGNATION -  6U05
 DJ4906  PID         -  DJ4906
 DJ4906  STATE/COUNTY-  WI/MARATHON
 DJ4906  COUNTRY     -  US
 DJ4906  USGS QUAD   -  LITTLE CHICAGO (2018)
 DJ4906
 DJ4906                         *CURRENT SURVEY CONTROL
 DJ4906  ______________________________________________________________________
 DJ4906* NAD 83(1986) POSITION- 45 01 59.80   (N) 089 47 53.91   (W)   HD_HELD1
 DJ4906* NAVD 88 ORTHO HEIGHT -   379.957 (meters)     1246.58  (feet) ADJUSTED
 DJ4906  ______________________________________________________________________
 DJ4906  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 DJ4906  DYNAMIC HEIGHT  -        379.907 (meters)     1246.41  (feet) COMP
 DJ4906  MODELED GRAVITY -    980,475.9   (mgal)                       NAVD 88
 DJ4906
 DJ4906  VERT ORDER      -  SECOND    CLASS I
 DJ4906
 DJ4906.The horizontal coordinates were determined by differentially corrected
 DJ4906.hand held GPS observations or other comparable positioning techniques
 DJ4906.and have an estimated accuracy of +/- 3 meters.
 DJ4906
 DJ4906.The orthometric height was determined by differential leveling and
 DJ4906.adjusted by the WI DEPT OF TRANSP
 DJ4906.in May 2012.
 DJ4906
 DJ4906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4906.GEOID18 height accuracy estimate available here.
 DJ4906
 DJ4906.Click photographs - Photos may exist for this station.
 DJ4906
 DJ4906.The dynamic height is computed by dividing the NAVD 88
 DJ4906.geopotential number by the normal gravity value computed on the
 DJ4906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4906.degrees latitude (g = 980.6199 gals.).
 DJ4906
 DJ4906.The modeled gravity was interpolated from observed gravity values.
 DJ4906
 DJ4906;                    North         East    Units  Estimated Accuracy
 DJ4906;SPC WI C     -   133,356.9     615,892.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4906
 DJ4906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7957890457(NAD 83)
 DJ4906
 DJ4906                          SUPERSEDED SURVEY CONTROL
 DJ4906
 DJ4906  NAVD 88 (07/08/08)  379.940  (m)         1246.52   (f) SUPERSEDED  2 1
 DJ4906
 DJ4906.Superseded values are not recommended for survey control.
 DJ4906
 DJ4906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4906.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4906
 DJ4906_MARKER: DD = SURVEY DISK
 DJ4906_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DJ4906_SP_SET: BRIDGE WINGWALL
 DJ4906_STAMPING: 6U05 2005
 DJ4906_MARK LOGO: WIDT
 DJ4906_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ4906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4906+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2011
 DJ4906
 DJ4906  HISTORY     - Date     Condition        Report By
 DJ4906  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4906  HISTORY     - 20060706 GOOD             WIDT
 DJ4906  HISTORY     - 20110630 GOOD             WIDT
 DJ4906
 DJ4906                          STATION DESCRIPTION
 DJ4906
 DJ4906'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4906'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107 WITH
 DJ4906'COUNTY HIGHWAY A IN THE COMMUNITY OF LITTLE CHICAGO ABOUT 11 MI (17.7
 DJ4906'KM) NORTHWEST OF THE CITY OF WAUSAU, GO EAST ON COUNTY HIGHWAY A FOR
 DJ4906'2.25 MI (3.6 KM) TO 128TH AVENUE ON THE RIGHT, TURN RIGHT AND GO SOUTH
 DJ4906'ON 128TH AVENUE FOR 0.95 MI (1.5 KM) TO A BRIDGE OVER THE WEST FORK OF
 DJ4906'THE LITTLE RIB RIVER AND THE STATION ON THE LEFT.
 DJ4906'
 DJ4906'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4906'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DJ4906'WING WALL OF THE BRIDGE --B-37-278-97--, ABOUT LEVEL WITH THE ROAD
 DJ4906'PAVEMENT,
 DJ4906'
 DJ4906'4.0 M (13.1 FT) EAST OF THE CENTERLINE OF 128TH AVENUE.
 DJ4906
 DJ4906                          STATION RECOVERY (2011)
 DJ4906
 DJ4906'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4906'RECOVERED IN GOOD CONDITION
 DJ4906'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4737 ***********************************************************************
 DJ4737  DESIGNATION -  6U06
 DJ4737  PID         -  DJ4737
 DJ4737  STATE/COUNTY-  WI/MARATHON
 DJ4737  COUNTRY     -  US
 DJ4737  USGS QUAD   -  LITTLE CHICAGO (2018)
 DJ4737
 DJ4737                         *CURRENT SURVEY CONTROL
 DJ4737  ______________________________________________________________________
 DJ4737* NAD 83(1986) POSITION- 45 03 08.52   (N) 089 48 30.47   (W)   HD_HELD1
 DJ4737* NAVD 88 ORTHO HEIGHT -   414.138 (meters)     1358.72  (feet) ADJUSTED
 DJ4737  ______________________________________________________________________
 DJ4737  GEOID HEIGHT    -        -33.634 (meters)                     GEOID18
 DJ4737  DYNAMIC HEIGHT  -        414.085 (meters)     1358.54  (feet) COMP
 DJ4737  MODELED GRAVITY -    980,476.7   (mgal)                       NAVD 88
 DJ4737
 DJ4737  VERT ORDER      -  SECOND    CLASS I
 DJ4737
 DJ4737.The horizontal coordinates were determined by differentially corrected
 DJ4737.hand held GPS observations or other comparable positioning techniques
 DJ4737.and have an estimated accuracy of +/- 3 meters.
 DJ4737
 DJ4737.The orthometric height was determined by differential leveling and
 DJ4737.adjusted by the WI DEPT OF TRANSP
 DJ4737.in May 2012.
 DJ4737
 DJ4737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4737.GEOID18 height accuracy estimate available here.
 DJ4737
 DJ4737.Click photographs - Photos may exist for this station.
 DJ4737
 DJ4737.The dynamic height is computed by dividing the NAVD 88
 DJ4737.geopotential number by the normal gravity value computed on the
 DJ4737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4737.degrees latitude (g = 980.6199 gals.).
 DJ4737
 DJ4737.The modeled gravity was interpolated from observed gravity values.
 DJ4737
 DJ4737;                    North         East    Units  Estimated Accuracy
 DJ4737;SPC WI C     -   135,476.2     615,087.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4737
 DJ4737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7885192605(NAD 83)
 DJ4737
 DJ4737                          SUPERSEDED SURVEY CONTROL
 DJ4737
 DJ4737  NAVD 88 (07/08/08)  414.122  (m)         1358.67   (f) SUPERSEDED  2 1
 DJ4737
 DJ4737.Superseded values are not recommended for survey control.
 DJ4737
 DJ4737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4737.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4737
 DJ4737_MARKER: DD = SURVEY DISK
 DJ4737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4737_STAMPING: 6U06 2005
 DJ4737_MARK LOGO: WIDT
 DJ4737_PROJECTION: FLUSH
 DJ4737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4737+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2011
 DJ4737
 DJ4737  HISTORY     - Date     Condition        Report By
 DJ4737  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4737  HISTORY     - 20060707 GOOD             WIDT
 DJ4737  HISTORY     - 20110630 GOOD             WIDT
 DJ4737
 DJ4737                          STATION DESCRIPTION
 DJ4737
 DJ4737'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4737'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107 WITH
 DJ4737'COUNTY HIGHWAY A IN THE COMMUNITY OF LITTLE CHICAGO ABOUT 11 MI (17.7
 DJ4737'KM) NORTHWEST OF THE CITY OF WAUSAU, GO EAST ON COUNTY HIGHWAY A FOR
 DJ4737'1.75 MI (2.8 KM) TO VALLEY LANE ON THE LEFT, TURN LEFT AND GO NORTH ON
 DJ4737'VALLEY LANE FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4737'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4737'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4737'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4737'ABOUT 0.7 M (2.3 FT) LOWER THAN THE ROAD PAVEMENT. THE STATION IS
 DJ4737'5.6 M (18.4 FT) EAST OF THE CENTERLINE OF VALLEY LANE, 51.2 M
 DJ4737'(168.0 FT) NORTHEAST OF A POWER POLE --006 29R7--, 7 M (230 FT) NORTH
 DJ4737'OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 11 M (36.1 FT) SOUTH OF A
 DJ4737'FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF A WHITE
 DJ4737'PLASTIC WITNESS POST.
 DJ4737'
 DJ4737'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4737'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4737
 DJ4737                          STATION RECOVERY (2011)
 DJ4737
 DJ4737'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4737'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4739 ***********************************************************************
 DJ4739  DESIGNATION -  6U07
 DJ4739  PID         -  DJ4739
 DJ4739  STATE/COUNTY-  WI/MARATHON
 DJ4739  COUNTRY     -  US
 DJ4739  USGS QUAD   -  LITTLE CHICAGO (2018)
 DJ4739
 DJ4739                         *CURRENT SURVEY CONTROL
 DJ4739  ______________________________________________________________________
 DJ4739* NAD 83(1986) POSITION- 45 05 22.93   (N) 089 49 44.66   (W)   HD_HELD1
 DJ4739* NAVD 88 ORTHO HEIGHT -   432.229 (meters)     1418.07  (feet) ADJUSTED
 DJ4739  ______________________________________________________________________
 DJ4739  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 DJ4739  DYNAMIC HEIGHT  -        432.176 (meters)     1417.90  (feet) COMP
 DJ4739  MODELED GRAVITY -    980,479.9   (mgal)                       NAVD 88
 DJ4739
 DJ4739  VERT ORDER      -  SECOND    CLASS I
 DJ4739
 DJ4739.The horizontal coordinates were determined by differentially corrected
 DJ4739.hand held GPS observations or other comparable positioning techniques
 DJ4739.and have an estimated accuracy of +/- 3 meters.
 DJ4739
 DJ4739.The orthometric height was determined by differential leveling and
 DJ4739.adjusted by the WI DEPT OF TRANSP
 DJ4739.in May 2012.
 DJ4739
 DJ4739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4739.GEOID18 height accuracy estimate available here.
 DJ4739
 DJ4739.Click photographs - Photos may exist for this station.
 DJ4739
 DJ4739.The dynamic height is computed by dividing the NAVD 88
 DJ4739.geopotential number by the normal gravity value computed on the
 DJ4739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4739.degrees latitude (g = 980.6199 gals.).
 DJ4739
 DJ4739.The modeled gravity was interpolated from observed gravity values.
 DJ4739
 DJ4739;                    North         East    Units  Estimated Accuracy
 DJ4739;SPC WI C     -   139,621.6     613,455.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4739
 DJ4739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7737496809(NAD 83)
 DJ4739
 DJ4739                          SUPERSEDED SURVEY CONTROL
 DJ4739
 DJ4739  NAVD 88 (07/08/08)  432.213  (m)         1418.02   (f) SUPERSEDED  2 1
 DJ4739
 DJ4739.Superseded values are not recommended for survey control.
 DJ4739
 DJ4739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4739.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4739
 DJ4739_MARKER: DD = SURVEY DISK
 DJ4739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4739_STAMPING: 6U07 2005
 DJ4739_MARK LOGO: WIDT
 DJ4739_PROJECTION: FLUSH
 DJ4739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4739+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2011
 DJ4739
 DJ4739  HISTORY     - Date     Condition        Report By
 DJ4739  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4739  HISTORY     - 20060711 GOOD             WIDT
 DJ4739  HISTORY     - 20110630 GOOD             WIDT
 DJ4739
 DJ4739                          STATION DESCRIPTION
 DJ4739
 DJ4739'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4739'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107 WITH
 DJ4739'COUNTY HIGHWAY F ABOUT 10 MI (16.1 KM) SOUTHWEST OF THE CITY OF
 DJ4739'MERRILL, GO EAST ON COUNTY HIGHWAY F FOR 0.75 MI (1.2 KM) TO MITCHELL
 DJ4739'LANE, TURN RIGHT AND GO SOUTH ON MITCHELL LANE FOR 0.1 MI (0.2 KM) TO
 DJ4739'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DJ4739'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DJ4739'OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED
 DJ4739'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DJ4739'STATION IS 9 M (29.5 FT) EAST OF THE CENTERLINE OF MITCHELL LANE, 43.2
 DJ4739'M (141.7 FT) NORTHEAST OF A POWER POLE --3006 18E4--, 1 M (3.3 FT)
 DJ4739'WEST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DJ4739'SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DJ4739'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4739'HORIZON.
 DJ4739
 DJ4739                          STATION RECOVERY (2011)
 DJ4739
 DJ4739'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4739'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6294 ***********************************************************************
 DO6294  DESIGNATION -  6U33
 DO6294  PID         -  DO6294
 DO6294  STATE/COUNTY-  WI/LINCOLN
 DO6294  COUNTRY     -  US
 DO6294  USGS QUAD   -  MERRILL (2018)
 DO6294
 DO6294                         *CURRENT SURVEY CONTROL
 DO6294  ______________________________________________________________________
 DO6294* NAD 83(1986) POSITION- 45 12 43.25   (N) 089 39 58.34   (W)   HD_HELD1
 DO6294* NAVD 88 ORTHO HEIGHT -   413.343 (meters)     1356.11  (feet) ADJUSTED
 DO6294  ______________________________________________________________________
 DO6294  GEOID HEIGHT    -        -33.304 (meters)                     GEOID18
 DO6294  DYNAMIC HEIGHT  -        413.299 (meters)     1355.97  (feet) COMP
 DO6294  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 DO6294
 DO6294  VERT ORDER      -  SECOND    CLASS I
 DO6294
 DO6294.The horizontal coordinates were determined by differentially corrected
 DO6294.hand held GPS observations or other comparable positioning techniques
 DO6294.and have an estimated accuracy of +/- 3 meters.
 DO6294
 DO6294.The orthometric height was determined by differential leveling and
 DO6294.adjusted by the NATIONAL GEODETIC SURVEY
 DO6294.in February 2017.
 DO6294
 DO6294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6294.GEOID18 height accuracy estimate available here.
 DO6294
 DO6294.Click photographs - Photos may exist for this station.
 DO6294
 DO6294.The dynamic height is computed by dividing the NAVD 88
 DO6294.geopotential number by the normal gravity value computed on the
 DO6294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6294.degrees latitude (g = 980.6199 gals.).
 DO6294
 DO6294.The modeled gravity was interpolated from observed gravity values.
 DO6294
 DO6294;                    North         East    Units  Estimated Accuracy
 DO6294;SPC WI C     -   153,253.7     626,220.2     MT  (+/- 3 meters HH1 GPS) 
 DO6294
 DO6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9063909961(NAD 83)
 DO6294
 DO6294                          SUPERSEDED SURVEY CONTROL
 DO6294
 DO6294  NAVD 88 (07/25/13)  413.345  (m)         1356.12   (f) SUPERSEDED  2 1
 DO6294
 DO6294.Superseded values are not recommended for survey control.
 DO6294
 DO6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6294.See file dsdata.pdf to determine how the superseded data were derived.
 DO6294
 DO6294_MARKER: DD = SURVEY DISK
 DO6294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6294_STAMPING: 6U33 2011
 DO6294_MARK LOGO: WIDT
 DO6294_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6294+STABILITY: SURFACE MOTION
 DO6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6294+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2013
 DO6294
 DO6294  HISTORY     - Date     Condition        Report By
 DO6294  HISTORY     - 2011     MONUMENTED       WIDT
 DO6294  HISTORY     - 20121202 GOOD             WIDT
 DO6294  HISTORY     - 20131106 GOOD             WIDT
 DO6294
 DO6294                          STATION DESCRIPTION
 DO6294
 DO6294'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6294'THE STATION IS LOCATED 10.6 MI (17.1 KM) SOUTHWEST OF GLEASON, 9.7 MI
 DO6294'(15.6 KM) SOUTH OF IRMA, AND 2.2 MI (3.5 KM) NORTH OF MERRILL.
 DO6294'
 DO6294'THE STATION IS IN THE NORTHEAST QUADRANT AT THE JUNCTION OF U.S.
 DO6294'HIGHWAY 51 WITH COUNTY HIGHWAY K (EXIT 211) LOCATED APPROXIMATELY 2 MI
 DO6294'(3.2 KM) NORTH OF THE CITY OF MERRILL.
 DO6294'
 DO6294'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6294'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6294'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL WITH THE
 DO6294'HIGHWAY PAVEMENT.  THE STATION IS 31.1 M (102.0 FT) SOUTHEAST OF THE
 DO6294'CENTERLINE OF COUNTY HIGHWAY K, 58 M (190.3 FT) NORTHEAST OF THE
 DO6294'CENTER OF THE NORTHBOUND EXIT RAMP FOR U.S. HIGHWAY 51, 49.4 M (162.1
 DO6294'FT) EAST-NORTHEAST OF A WOODEN POST FOR A -STOP- SIGN, 25.8 M (84.6
 DO6294'FT) SOUTH-SOUTHEAST OF A WOODEN POST FOR A -COUNTY HIGHWAY K- SIGN,
 DO6294'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6294'WITNESS POSTS.
 DO6294'
 DO6294'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6294'DEGREES ABOVE THE HORIZON.
 DO6294
 DO6294                          STATION RECOVERY (2013)
 DO6294
 DO6294'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DO6294'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6290 ***********************************************************************
 DO6290  DESIGNATION -  6U34
 DO6290  PID         -  DO6290
 DO6290  STATE/COUNTY-  WI/LINCOLN
 DO6290  COUNTRY     -  US
 DO6290  USGS QUAD   -  MERRILL (2018)
 DO6290
 DO6290                         *CURRENT SURVEY CONTROL
 DO6290  ______________________________________________________________________
 DO6290* NAD 83(1986) POSITION- 45 14 09.09   (N) 089 39 34.26   (W)   HD_HELD1
 DO6290* NAVD 88 ORTHO HEIGHT -   407.628 (meters)     1337.36  (feet) ADJUSTED
 DO6290  ______________________________________________________________________
 DO6290  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 DO6290  DYNAMIC HEIGHT  -        407.586 (meters)     1337.22  (feet) COMP
 DO6290  MODELED GRAVITY -    980,499.6   (mgal)                       NAVD 88
 DO6290
 DO6290  VERT ORDER      -  SECOND    CLASS I
 DO6290
 DO6290.The horizontal coordinates were determined by differentially corrected
 DO6290.hand held GPS observations or other comparable positioning techniques
 DO6290.and have an estimated accuracy of +/- 3 meters.
 DO6290
 DO6290.The orthometric height was determined by differential leveling and
 DO6290.adjusted by the NATIONAL GEODETIC SURVEY
 DO6290.in February 2017.
 DO6290
 DO6290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6290.GEOID18 height accuracy estimate available here.
 DO6290
 DO6290.Click photographs - Photos may exist for this station.
 DO6290
 DO6290.The dynamic height is computed by dividing the NAVD 88
 DO6290.geopotential number by the normal gravity value computed on the
 DO6290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6290.degrees latitude (g = 980.6199 gals.).
 DO6290
 DO6290.The modeled gravity was interpolated from observed gravity values.
 DO6290
 DO6290;                    North         East    Units  Estimated Accuracy
 DO6290;SPC WI C     -   155,905.8     626,734.5     MT  (+/- 3 meters HH1 GPS) 
 DO6290
 DO6290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9125112592(NAD 83)
 DO6290
 DO6290                          SUPERSEDED SURVEY CONTROL
 DO6290
 DO6290  NAVD 88 (07/25/13)  407.631  (m)         1337.37   (f) SUPERSEDED  2 1
 DO6290
 DO6290.Superseded values are not recommended for survey control.
 DO6290
 DO6290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6290.See file dsdata.pdf to determine how the superseded data were derived.
 DO6290
 DO6290_MARKER: DD = SURVEY DISK
 DO6290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6290_STAMPING: 6U34 2011
 DO6290_MARK LOGO: WIDT
 DO6290_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6290+STABILITY: SURFACE MOTION
 DO6290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6290+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2013
 DO6290
 DO6290  HISTORY     - Date     Condition        Report By
 DO6290  HISTORY     - 2011     MONUMENTED       WIDT
 DO6290  HISTORY     - 20121202 GOOD             WIDT
 DO6290  HISTORY     - 20131106 GOOD             WIDT
 DO6290
 DO6290                          STATION DESCRIPTION
 DO6290
 DO6290'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6290'THE STATION IS LOCATED 9.4 MI (15.1 KM) SOUTHWEST OF GLEASON, 8.0 MI
 DO6290'(12.9 KM) SOUTH OF IRMA, AND 4.0 MI (6.4 KM) NORTH OF MERRILL.
 DO6290'
 DO6290'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DO6290'HIGHWAY K LOCATED APPROXIMATELY 4 MI (6.4 KM) NORTH OF THE CITY OF
 DO6290'MERRILL, GO EAST ON COUNTY HIGHWAY C FOR 0.1 MI (0.2 KM) TO THE
 DO6290'STATION ON THE LEFT.
 DO6290'
 DO6290'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6290'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6290'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL WITH THE
 DO6290'HIGHWAY PAVEMENT.  THE STATION IS 12.8 M (42.0 FT) NORTH OF THE
 DO6290'CENTERLINE OF COUNTY HIGHWAY C, 61.9 M (203.1 FT) EAST OF A POWER POLE
 DO6290'-3207 19R9-, 54.2 M (177.8 FT) WEST OF A POWER POLE -3207 19R10-, 4.3
 DO6290'M (14.1 FT) SOUTH OF AN ELECTRIC FENCE LINE, OPPOSITE THE HIGHWAY OF
 DO6290'THE EXTENDED CENTER OF A PRIVATE DRIVE -W4661-, AND LOCATED IN THE
 DO6290'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6290'
 DO6290'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6290'DEGREES ABOVE THE HORIZON.
 DO6290
 DO6290                          STATION RECOVERY (2013)
 DO6290
 DO6290'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DO6290'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6289 ***********************************************************************
 DO6289  DESIGNATION -  6U35
 DO6289  PID         -  DO6289
 DO6289  STATE/COUNTY-  WI/LINCOLN
 DO6289  COUNTRY     -  US
 DO6289  USGS QUAD   -  IRMA (2018)
 DO6289
 DO6289                         *CURRENT SURVEY CONTROL
 DO6289  ______________________________________________________________________
 DO6289* NAD 83(1986) POSITION- 45 15 53.69   (N) 089 39 42.48   (W)   HD_HELD1
 DO6289* NAVD 88 ORTHO HEIGHT -   414.942 (meters)     1361.36  (feet) ADJUSTED
 DO6289  ______________________________________________________________________
 DO6289  GEOID HEIGHT    -        -33.115 (meters)                     GEOID18
 DO6289  DYNAMIC HEIGHT  -        414.898 (meters)     1361.21  (feet) COMP
 DO6289  MODELED GRAVITY -    980,498.6   (mgal)                       NAVD 88
 DO6289
 DO6289  VERT ORDER      -  SECOND    CLASS I
 DO6289
 DO6289.The horizontal coordinates were determined by differentially corrected
 DO6289.hand held GPS observations or other comparable positioning techniques
 DO6289.and have an estimated accuracy of +/- 3 meters.
 DO6289
 DO6289.The orthometric height was determined by differential leveling and
 DO6289.adjusted by the NATIONAL GEODETIC SURVEY
 DO6289.in February 2017.
 DO6289
 DO6289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6289.GEOID18 height accuracy estimate available here.
 DO6289
 DO6289.Click photographs - Photos may exist for this station.
 DO6289
 DO6289.The dynamic height is computed by dividing the NAVD 88
 DO6289.geopotential number by the normal gravity value computed on the
 DO6289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6289.degrees latitude (g = 980.6199 gals.).
 DO6289
 DO6289.The modeled gravity was interpolated from observed gravity values.
 DO6289
 DO6289;                    North         East    Units  Estimated Accuracy
 DO6289;SPC WI C     -   159,134.0     626,541.8     MT  (+/- 3 meters HH1 GPS) 
 DO6289
 DO6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9117915826(NAD 83)
 DO6289
 DO6289                          SUPERSEDED SURVEY CONTROL
 DO6289
 DO6289  NAVD 88 (07/25/13)  414.946  (m)         1361.37   (f) SUPERSEDED  2 1
 DO6289
 DO6289.Superseded values are not recommended for survey control.
 DO6289
 DO6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6289.See file dsdata.pdf to determine how the superseded data were derived.
 DO6289
 DO6289_MARKER: DD = SURVEY DISK
 DO6289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6289_STAMPING: 6U35 2011
 DO6289_MARK LOGO: WIDT
 DO6289_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6289+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2012
 DO6289
 DO6289  HISTORY     - Date     Condition        Report By
 DO6289  HISTORY     - 2011     MONUMENTED       WIDT
 DO6289  HISTORY     - 20121202 GOOD             WIDT
 DO6289
 DO6289                          STATION DESCRIPTION
 DO6289
 DO6289'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6289'THE STATION IS LOCATED 8.6 MI (13.8 KM) SOUTHWEST OF GLEASON, 5.9 MI
 DO6289'(9.5 KM) NORTH OF MERRILL, AND 5.0 MI SOUTH OF IRMA.
 DO6289'
 DO6289'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DO6289'HIGHWAY K LOCATED APPROXIMATELY 4 MI (6.4 KM) NORTH OF THE CITY OF
 DO6289'MERRILL, GO NORTH ON COUNTY HIGHWAY K FOR 2.0 MI (3.2 KM) TO SPRING
 DO6289'LAKE ROAD AND THE STATION ON THE RIGHT.
 DO6289'
 DO6289'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6289'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6289'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M (3.3 FT)
 DO6289'HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 19.9 M (65.3 FT)
 DO6289'EAST OF THE CENTERLINE OF COUNTY HIGHWAY K, 18 M (59.1 FT) NORTH OF
 DO6289'THE CENTERLINE OF SPRING LAKE ROAD, 24.7 M (81.0 FT) WEST-NORTHWEST OF
 DO6289'A POWER POLE -3207-7R10- WITH A TRANSFORMER ON THE SOUTH SIDE OF THE
 DO6289'POLE, 23.0 M (75.5 FT) WEST OF A TELEPHONE JUNCTION BOX -3482-, 13.3 M
 DO6289'(43.6 FT) NORTH OF A WOODEN POST FOR A -STOP- SIGN, AND LOCATED IN THE
 DO6289'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6289'
 DO6289'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6289'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6288 ***********************************************************************
 DO6288  DESIGNATION -  6U36
 DO6288  PID         -  DO6288
 DO6288  STATE/COUNTY-  WI/LINCOLN
 DO6288  COUNTRY     -  US
 DO6288  USGS QUAD   -  IRMA (2018)
 DO6288
 DO6288                         *CURRENT SURVEY CONTROL
 DO6288  ______________________________________________________________________
 DO6288* NAD 83(1986) POSITION- 45 17 29.10   (N) 089 39 42.72   (W)   HD_HELD1
 DO6288* NAVD 88 ORTHO HEIGHT -   452.943 (meters)     1486.03  (feet) ADJUSTED
 DO6288  ______________________________________________________________________
 DO6288  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 DO6288  DYNAMIC HEIGHT  -        452.894 (meters)     1485.87  (feet) COMP
 DO6288  MODELED GRAVITY -    980,496.6   (mgal)                       NAVD 88
 DO6288
 DO6288  VERT ORDER      -  SECOND    CLASS I
 DO6288
 DO6288.The horizontal coordinates were determined by differentially corrected
 DO6288.hand held GPS observations or other comparable positioning techniques
 DO6288.and have an estimated accuracy of +/- 3 meters.
 DO6288
 DO6288.The orthometric height was determined by differential leveling and
 DO6288.adjusted by the NATIONAL GEODETIC SURVEY
 DO6288.in February 2017.
 DO6288
 DO6288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6288.GEOID18 height accuracy estimate available here.
 DO6288
 DO6288.Click photographs - Photos may exist for this station.
 DO6288
 DO6288.The dynamic height is computed by dividing the NAVD 88
 DO6288.geopotential number by the normal gravity value computed on the
 DO6288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6288.degrees latitude (g = 980.6199 gals.).
 DO6288
 DO6288.The modeled gravity was interpolated from observed gravity values.
 DO6288
 DO6288;                    North         East    Units  Estimated Accuracy
 DO6288;SPC WI C     -   162,079.3     626,524.3     MT  (+/- 3 meters HH1 GPS) 
 DO6288
 DO6288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9127118771(NAD 83)
 DO6288
 DO6288                          SUPERSEDED SURVEY CONTROL
 DO6288
 DO6288  NAVD 88 (07/25/13)  452.948  (m)         1486.05   (f) SUPERSEDED  2 1
 DO6288
 DO6288.Superseded values are not recommended for survey control.
 DO6288
 DO6288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6288.See file dsdata.pdf to determine how the superseded data were derived.
 DO6288
 DO6288_MARKER: DD = SURVEY DISK
 DO6288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6288_STAMPING: 6U36 2011
 DO6288_MARK LOGO: WIDT
 DO6288_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6288+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2012
 DO6288
 DO6288  HISTORY     - Date     Condition        Report By
 DO6288  HISTORY     - 2011     MONUMENTED       WIDT
 DO6288  HISTORY     - 20121202 GOOD             WIDT
 DO6288
 DO6288                          STATION DESCRIPTION
 DO6288
 DO6288'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6288'THE STATION IS LOCATED 8.1 MI (13.0 KM) WEST OF GLEASON, 7.7 MI (12.4
 DO6288'KM) NORTH OF MERRILL, AND 4.1 MI (6.6 KM) SOUTH OF IRMA.
 DO6288'
 DO6288'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WITH COUNTY
 DO6288'HIGHWAY H LOCATED APPROXIMATELY 9 MI (14.5 KM) NORTH OF THE CITY OF
 DO6288'MERRILL, GO SOUTH ON COUNTY HIGHWAY K FOR 1.5 MI (2.4 KM) TO OLIVOTTI
 DO6288'LAKE ROAD ON THE RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY K FOR 0.2 MI
 DO6288'(0.3 KM) TO THE STATION ON THE RIGHT.
 DO6288'
 DO6288'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6288'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6288'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M (3.3 FT)
 DO6288'HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 21.6 M (70.9 FT)
 DO6288'WEST OF THE CENTERLINE OF COUNTY HIGHWAY K, 53.6 M (175.9 FT) WEST OF
 DO6288'A POWER POLE -3207 6E2- WITH A SINGLE GUY WIRE TO THE WEST, 51.7 M
 DO6288'(169.6 FT) WEST OF A TELEPHONE JUNCTION BOX -6261-, 27 M (88.6 FT)
 DO6288'NORTH OF THE EXTENDED CENTER OF A PRIVATE DRIVE -N4826-, 26 M (85.3
 DO6288'FT) NORTH OF THE CENTER OF A GRAVEL FIELD ENTRANCE, AND LOCATED IN THE
 DO6288'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6288'
 DO6288'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6288'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6287 ***********************************************************************
 DO6287  DESIGNATION -  6U37
 DO6287  PID         -  DO6287
 DO6287  STATE/COUNTY-  WI/LINCOLN
 DO6287  COUNTRY     -  US
 DO6287  USGS QUAD   -  IRMA (2018)
 DO6287
 DO6287                         *CURRENT SURVEY CONTROL
 DO6287  ______________________________________________________________________
 DO6287* NAD 83(1986) POSITION- 45 18 34.49   (N) 089 39 39.36   (W)   HD_HELD1
 DO6287* NAVD 88 ORTHO HEIGHT -   473.130 (meters)     1552.26  (feet) ADJUSTED
 DO6287  ______________________________________________________________________
 DO6287  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 DO6287  DYNAMIC HEIGHT  -        473.080 (meters)     1552.10  (feet) COMP
 DO6287  MODELED GRAVITY -    980,495.4   (mgal)                       NAVD 88
 DO6287
 DO6287  VERT ORDER      -  SECOND    CLASS I
 DO6287
 DO6287.The horizontal coordinates were determined by differentially corrected
 DO6287.hand held GPS observations or other comparable positioning techniques
 DO6287.and have an estimated accuracy of +/- 3 meters.
 DO6287
 DO6287.The orthometric height was determined by differential leveling and
 DO6287.adjusted by the NATIONAL GEODETIC SURVEY
 DO6287.in February 2017.
 DO6287
 DO6287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6287.GEOID18 height accuracy estimate available here.
 DO6287
 DO6287.Click photographs - Photos may exist for this station.
 DO6287
 DO6287.The dynamic height is computed by dividing the NAVD 88
 DO6287.geopotential number by the normal gravity value computed on the
 DO6287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6287.degrees latitude (g = 980.6199 gals.).
 DO6287
 DO6287.The modeled gravity was interpolated from observed gravity values.
 DO6287
 DO6287;                    North         East    Units  Estimated Accuracy
 DO6287;SPC WI C     -   164,098.2     626,589.1     MT  (+/- 3 meters HH1 GPS) 
 DO6287
 DO6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9141020786(NAD 83)
 DO6287
 DO6287                          SUPERSEDED SURVEY CONTROL
 DO6287
 DO6287  NAVD 88 (07/25/13)  473.136  (m)         1552.28   (f) SUPERSEDED  2 1
 DO6287
 DO6287.Superseded values are not recommended for survey control.
 DO6287
 DO6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6287.See file dsdata.pdf to determine how the superseded data were derived.
 DO6287
 DO6287_MARKER: DD = SURVEY DISK
 DO6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6287_STAMPING: 6U37 2011
 DO6287_MARK LOGO: WIDT
 DO6287_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6287+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2012
 DO6287
 DO6287  HISTORY     - Date     Condition        Report By
 DO6287  HISTORY     - 2011     MONUMENTED       WIDT
 DO6287  HISTORY     - 20121201 GOOD             WIDT
 DO6287
 DO6287                          STATION DESCRIPTION
 DO6287
 DO6287'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6287'THE STATION IS LOCATED 9.0 MI (14.5 KM) NORTH OF MERRILL, 7.9 MI (12.7
 DO6287'KM) WEST OF GLEASON, AND 2.9 MI (4.7 KM) SOUTH OF IRMA.
 DO6287'
 DO6287'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WITH COUNTY
 DO6287'HIGHWAY H LOCATED APPROXIMATELY 9 MI (14.5 KM) NORTH OF THE CITY OF
 DO6287'MERRILL, GO SOUTH ON COUNTY HIGHWAY K FOR 0.4 MI (0.6 KM) TO THE
 DO6287'STATION ON THE LEFT.
 DO6287'
 DO6287'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6287'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6287'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL WITH THE
 DO6287'HIGHWAY PAVEMENT.  THE STATION IS 15.2 M (49.9 FT) EAST OF THE
 DO6287'CENTERLINE OF COUNTY HIGHWAY K, 53.6 M (175.9 FT) SOUTH-SOUTHWEST OF A
 DO6287'POWER POLE --3307-30R8-- WITH A SINGLE GUY WIRE TO THE EAST, 47.6 M
 DO6287'(156.2 FT) NORTHWEST OF A POWER POLE --3307-30R23--, 30.3 M (99.4 FT)
 DO6287'EAST-SOUTHEAST OF A -NO PASSING ZONE- SIGN, OPPOSITE THE HIGHWAY OF
 DO6287'THE EXTENDED CENTER OF A PRIVATE DRIVE -N5341-, AND LOCATED IN THE
 DO6287'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6287'
 DO6287'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6287'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6285 ***********************************************************************
 DO6285  DESIGNATION -  6U38
 DO6285  PID         -  DO6285
 DO6285  STATE/COUNTY-  WI/LINCOLN
 DO6285  COUNTRY     -  US
 DO6285  USGS QUAD   -  IRMA (2018)
 DO6285
 DO6285                         *CURRENT SURVEY CONTROL
 DO6285  ______________________________________________________________________
 DO6285* NAD 83(1986) POSITION- 45 21 31.36   (N) 089 39 58.67   (W)   HD_HELD1
 DO6285* NAVD 88 ORTHO HEIGHT -   463.949 (meters)     1522.14  (feet) ADJUSTED
 DO6285  ______________________________________________________________________
 DO6285  GEOID HEIGHT    -        -32.682 (meters)                     GEOID18
 DO6285  DYNAMIC HEIGHT  -        463.900 (meters)     1521.98  (feet) COMP
 DO6285  MODELED GRAVITY -    980,497.2   (mgal)                       NAVD 88
 DO6285
 DO6285  VERT ORDER      -  SECOND    CLASS I
 DO6285
 DO6285.The horizontal coordinates were determined by differentially corrected
 DO6285.hand held GPS observations or other comparable positioning techniques
 DO6285.and have an estimated accuracy of +/- 3 meters.
 DO6285
 DO6285.The orthometric height was determined by differential leveling and
 DO6285.adjusted by the NATIONAL GEODETIC SURVEY
 DO6285.in February 2017.
 DO6285
 DO6285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6285.GEOID18 height accuracy estimate available here.
 DO6285
 DO6285.Click photographs - Photos may exist for this station.
 DO6285
 DO6285.The dynamic height is computed by dividing the NAVD 88
 DO6285.geopotential number by the normal gravity value computed on the
 DO6285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6285.degrees latitude (g = 980.6199 gals.).
 DO6285
 DO6285.The modeled gravity was interpolated from observed gravity values.
 DO6285
 DO6285;                    North         East    Units  Estimated Accuracy
 DO6285;SPC WI C     -   169,556.6     626,146.0     MT  (+/- 3 meters HH1 GPS) 
 DO6285
 DO6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9117126258(NAD 83)
 DO6285
 DO6285                          SUPERSEDED SURVEY CONTROL
 DO6285
 DO6285  NAVD 88 (07/25/13)  463.958  (m)         1522.17   (f) SUPERSEDED  2 1
 DO6285
 DO6285.Superseded values are not recommended for survey control.
 DO6285
 DO6285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6285.See file dsdata.pdf to determine how the superseded data were derived.
 DO6285
 DO6285_MARKER: DD = SURVEY DISK
 DO6285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6285_STAMPING: 6U38 2011
 DO6285_MARK LOGO: WIDT
 DO6285_PROJECTION: PROJECTING 6 CENTIMETERS
 DO6285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6285+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2012
 DO6285
 DO6285  HISTORY     - Date     Condition        Report By
 DO6285  HISTORY     - 2011     MONUMENTED       WIDT
 DO6285  HISTORY     - 20121201 GOOD             WIDT
 DO6285
 DO6285                          STATION DESCRIPTION
 DO6285
 DO6285'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6285'THE STATION IS LOCATED 8.9 MI (14.3 KM) NORTHWEST OF GLEASON, 8.4 MI
 DO6285'(13.5 KM) SOUTH-SOUTHEAST OF TOMAHAWK, AND 0.5 MI (0.8 KM) NORTH OF
 DO6285'IRMA.
 DO6285'
 DO6285'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6285'HIGHWAY J LOCATED IN THE COMMUNITY OF IRMA, GO NORTH ON U.S. HIGHWAY
 DO6285'51 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DO6285'
 DO6285'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6285'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6285'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 3 M (9.8 FT)
 DO6285'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 34.1 M (111.9 FT) EAST OF
 DO6285'THE CENTERLINE OF NORTHBOUND U.S. HIGHWAY 51, 39.5 M (129.6 FT)
 DO6285'NORTHEAST OF A METAL HIGHWAY REFLECTOR POST, 36 M (118.1 FT) SOUTH OF
 DO6285'THE EXTENDED CENTER OF A MAINTENANCE TURN AROUND, 21.2 M (69.6 FT)
 DO6285'SOUTH OF THE WESTERNMOST 4X4 WOODEN SUPPORT POST FOR A SIGN, AND
 DO6285'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6285'WITNESS POSTS.
 DO6285'
 DO6285'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6285'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6284 ***********************************************************************
 DO6284  DESIGNATION -  6U39
 DO6284  PID         -  DO6284
 DO6284  STATE/COUNTY-  WI/LINCOLN
 DO6284  COUNTRY     -  US
 DO6284  USGS QUAD   -  TOMAHAWK (2018)
 DO6284
 DO6284                         *CURRENT SURVEY CONTROL
 DO6284  ______________________________________________________________________
 DO6284* NAD 83(1986) POSITION- 45 22 39.55   (N) 089 40 08.61   (W)   HD_HELD1
 DO6284* NAVD 88 ORTHO HEIGHT -   439.941 (meters)     1443.37  (feet) ADJUSTED
 DO6284  ______________________________________________________________________
 DO6284  GEOID HEIGHT    -        -32.576 (meters)                     GEOID18
 DO6284  DYNAMIC HEIGHT  -        439.899 (meters)     1443.24  (feet) COMP
 DO6284  MODELED GRAVITY -    980,507.2   (mgal)                       NAVD 88
 DO6284
 DO6284  VERT ORDER      -  SECOND    CLASS I
 DO6284
 DO6284.The horizontal coordinates were determined by differentially corrected
 DO6284.hand held GPS observations or other comparable positioning techniques
 DO6284.and have an estimated accuracy of +/- 3 meters.
 DO6284
 DO6284.The orthometric height was determined by differential leveling and
 DO6284.adjusted by the NATIONAL GEODETIC SURVEY
 DO6284.in February 2017.
 DO6284
 DO6284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6284.GEOID18 height accuracy estimate available here.
 DO6284
 DO6284.Click photographs - Photos may exist for this station.
 DO6284
 DO6284.The dynamic height is computed by dividing the NAVD 88
 DO6284.geopotential number by the normal gravity value computed on the
 DO6284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6284.degrees latitude (g = 980.6199 gals.).
 DO6284
 DO6284.The modeled gravity was interpolated from observed gravity values.
 DO6284
 DO6284;                    North         East    Units  Estimated Accuracy
 DO6284;SPC WI C     -   171,660.8     625,921.1     MT  (+/- 3 meters HH1 GPS) 
 DO6284
 DO6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9102428369(NAD 83)
 DO6284
 DO6284                          SUPERSEDED SURVEY CONTROL
 DO6284
 DO6284  NAVD 88 (07/25/13)  439.951  (m)         1443.41   (f) SUPERSEDED  2 1
 DO6284
 DO6284.Superseded values are not recommended for survey control.
 DO6284
 DO6284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6284.See file dsdata.pdf to determine how the superseded data were derived.
 DO6284
 DO6284_MARKER: DD = SURVEY DISK
 DO6284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6284_STAMPING: 6U39 2011
 DO6284_MARK LOGO: WIDT
 DO6284_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6284+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2012
 DO6284
 DO6284  HISTORY     - Date     Condition        Report By
 DO6284  HISTORY     - 2011     MONUMENTED       WIDT
 DO6284  HISTORY     - 20121201 GOOD             WIDT
 DO6284
 DO6284                          STATION DESCRIPTION
 DO6284
 DO6284'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6284'THE STATION IS LOCATED 9.6 MI (15.4 KM) NORTHWEST OF GLEASON, 7.1 MI
 DO6284'(11.4 KM) SOUTH-SOUTHEAST OF TOMAHAWK, AND 1.8 MI (2.9 KM) NORTH OF
 DO6284'IRMA.
 DO6284'
 DO6284'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6284'HIGHWAY V LOCATED APPROXIMATELY 8 MI (12.9 KM) SOUTH-SOUTHEAST OF THE
 DO6284'CITY OF TOMAHAWK, GO NORTH ON U.S. HIGHWAY 51 FOR 0.85 MI (1.4 KM) TO
 DO6284'THE STATION ON THE LEFT, LOCATED AT THE NORTH END OF A SHORT FRONTAGE
 DO6284'ROAD.
 DO6284'
 DO6284'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6284'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6284'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL WITH THE
 DO6284'HIGHWAY PAVEMENT.  THE STATION IS 21.1 M (69.2 FT) WEST-SOUTHWEST OF
 DO6284'THE CENTERLINE OF SOUTHBOUND U.S. HIGHWAY 51, 29.4 M (96.5 FT)
 DO6284'WEST-SOUTHWEST OF A WOODEN POST FOR A -WRONG WAY- SIGN, 14.8 M (48.6
 DO6284'FT) SOUTHWEST OF A METAL HIGHWAY REFLECTOR POST, AND LOCATED IN THE
 DO6284'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6284'
 DO6284'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTHWEST AND WEST OF
 DO6284'THE STATION EXTENDING TO ABOUT 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6283 ***********************************************************************
 DO6283  DESIGNATION -  6U40
 DO6283  PID         -  DO6283
 DO6283  STATE/COUNTY-  WI/LINCOLN
 DO6283  COUNTRY     -  US
 DO6283  USGS QUAD   -  TOMAHAWK (2018)
 DO6283
 DO6283                         *CURRENT SURVEY CONTROL
 DO6283  ______________________________________________________________________
 DO6283* NAD 83(1986) POSITION- 45 23 51.50   (N) 089 40 21.53   (W)   HD_HELD1
 DO6283* NAVD 88 ORTHO HEIGHT -   439.850 (meters)     1443.07  (feet) ADJUSTED
 DO6283  ______________________________________________________________________
 DO6283  GEOID HEIGHT    -        -32.461 (meters)                     GEOID18
 DO6283  DYNAMIC HEIGHT  -        439.812 (meters)     1442.95  (feet) COMP
 DO6283  MODELED GRAVITY -    980,517.7   (mgal)                       NAVD 88
 DO6283
 DO6283  VERT ORDER      -  SECOND    CLASS I
 DO6283
 DO6283.The horizontal coordinates were determined by differentially corrected
 DO6283.hand held GPS observations or other comparable positioning techniques
 DO6283.and have an estimated accuracy of +/- 3 meters.
 DO6283
 DO6283.The orthometric height was determined by differential leveling and
 DO6283.adjusted by the NATIONAL GEODETIC SURVEY
 DO6283.in February 2017.
 DO6283
 DO6283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6283.GEOID18 height accuracy estimate available here.
 DO6283
 DO6283.Click photographs - Photos may exist for this station.
 DO6283
 DO6283.The dynamic height is computed by dividing the NAVD 88
 DO6283.geopotential number by the normal gravity value computed on the
 DO6283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6283.degrees latitude (g = 980.6199 gals.).
 DO6283
 DO6283.The modeled gravity was interpolated from observed gravity values.
 DO6283
 DO6283;                    North         East    Units  Estimated Accuracy
 DO6283;SPC WI C     -   173,880.8     625,631.1     MT  (+/- 3 meters HH1 GPS) 
 DO6283
 DO6283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9081730599(NAD 83)
 DO6283
 DO6283                          SUPERSEDED SURVEY CONTROL
 DO6283
 DO6283  NAVD 88 (07/25/13)  439.861  (m)         1443.11   (f) SUPERSEDED  2 1
 DO6283
 DO6283.Superseded values are not recommended for survey control.
 DO6283
 DO6283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6283.See file dsdata.pdf to determine how the superseded data were derived.
 DO6283
 DO6283_MARKER: DD = SURVEY DISK
 DO6283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6283_STAMPING: 6U40 2011
 DO6283_MARK LOGO: WIDT
 DO6283_PROJECTION: PROJECTING 6 CENTIMETERS
 DO6283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6283+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 DO6283
 DO6283  HISTORY     - Date     Condition        Report By
 DO6283  HISTORY     - 2011     MONUMENTED       WIDT
 DO6283  HISTORY     - 20121129 GOOD             WIDT
 DO6283
 DO6283                          STATION DESCRIPTION
 DO6283
 DO6283'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6283'THE STATION IS LOCATED 10.5 MI (16.9 KM) NORTHWEST OF GLEASON, 5.8 MI
 DO6283'(9.3 KM) SOUTH-SOUTHEAST OF TOMAHAWK, AND 3.2 MI (5.1 KM) NORTH OF
 DO6283'IRMA.
 DO6283'
 DO6283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6283'HIGHWAY S (EXIT 225) LOCATED APPROXIMATELY 5 MI (8.0 KM) SOUTHEAST OF
 DO6283'THE CITY OF TOMAHAWK, GO SOUTH ON U.S. HIGHWAY 51 FOR 0.95 MI (1.5 KM)
 DO6283'TO MILE MARKER 225.  CONTINUE SOUTH ON U.S. HIGHWAY 51 FOR 0.45 MI
 DO6283'(0.7 KM) TO THE STATION ON THE RIGHT, LOCATED AT THE SOUTH END OF A
 DO6283'FRONTAGE ROAD.
 DO6283'
 DO6283'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6283'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6283'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL WITH THE
 DO6283'HIGHWAY PAVEMENT.  THE STATION IS 21.9 M (71.9 FT) WEST OF THE
 DO6283'CENTERLINE OF SOUTHBOUND U.S. HIGHWAY 51, 95.7 M (314.0 FT) NORTH OF A
 DO6283'LARGE GREEN HIGHWAY SIGN --MERRILL 15 - WAUSAU 32 - STEVENS POINT
 DO6283'66--, 19.8 M (65.0 FT) SOUTH-SOUTHEAST OF THE WESTERNMOST WOODEN SIGN
 DO6283'POST WITH A DIAMOND-SHAPE RED REFLECTOR, 18.4 M (60.4 FT) SOUTH OF THE
 DO6283'SOUTHEAST PAVEMENT CORNER OF THE FRONTAGE ROAD, AND LOCATED IN THE
 DO6283'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6283'
 DO6283'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6283'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6281 ***********************************************************************
 DO6281  DESIGNATION -  6U41
 DO6281  PID         -  DO6281
 DO6281  STATE/COUNTY-  WI/LINCOLN
 DO6281  COUNTRY     -  US
 DO6281  USGS QUAD   -  TOMAHAWK (2018)
 DO6281
 DO6281                         *CURRENT SURVEY CONTROL
 DO6281  ______________________________________________________________________
 DO6281* NAD 83(1986) POSITION- 45 26 00.25   (N) 089 40 48.57   (W)   HD_HELD1
 DO6281* NAVD 88 ORTHO HEIGHT -   439.239 (meters)     1441.07  (feet) ADJUSTED
 DO6281  ______________________________________________________________________
 DO6281  GEOID HEIGHT    -        -32.273 (meters)                     GEOID18
 DO6281  DYNAMIC HEIGHT  -        439.206 (meters)     1440.96  (feet) COMP
 DO6281  MODELED GRAVITY -    980,525.7   (mgal)                       NAVD 88
 DO6281
 DO6281  VERT ORDER      -  SECOND    CLASS I
 DO6281
 DO6281.The horizontal coordinates were determined by differentially corrected
 DO6281.hand held GPS observations or other comparable positioning techniques
 DO6281.and have an estimated accuracy of +/- 3 meters.
 DO6281
 DO6281.The orthometric height was determined by differential leveling and
 DO6281.adjusted by the NATIONAL GEODETIC SURVEY
 DO6281.in February 2017.
 DO6281
 DO6281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6281.GEOID18 height accuracy estimate available here.
 DO6281
 DO6281.Click photographs - Photos may exist for this station.
 DO6281
 DO6281.The dynamic height is computed by dividing the NAVD 88
 DO6281.geopotential number by the normal gravity value computed on the
 DO6281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6281.degrees latitude (g = 980.6199 gals.).
 DO6281
 DO6281.The modeled gravity was interpolated from observed gravity values.
 DO6281
 DO6281;                    North         East    Units  Estimated Accuracy
 DO6281;SPC WI C     -   177,853.2     625,027.3     MT  (+/- 3 meters HH1 GPS) 
 DO6281
 DO6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9036234592(NAD 83)
 DO6281
 DO6281                          SUPERSEDED SURVEY CONTROL
 DO6281
 DO6281  NAVD 88 (07/25/13)  439.253  (m)         1441.12   (f) SUPERSEDED  2 1
 DO6281
 DO6281.Superseded values are not recommended for survey control.
 DO6281
 DO6281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6281.See file dsdata.pdf to determine how the superseded data were derived.
 DO6281
 DO6281_MARKER: DD = SURVEY DISK
 DO6281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6281_STAMPING: 6U41 2011
 DO6281_MARK LOGO: WIDT
 DO6281_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6281+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 DO6281
 DO6281  HISTORY     - Date     Condition        Report By
 DO6281  HISTORY     - 2011     MONUMENTED       WIDT
 DO6281  HISTORY     - 20121129 GOOD             WIDT
 DO6281
 DO6281                          STATION DESCRIPTION
 DO6281
 DO6281'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6281'THE STATION IS LOCATED 19.1 MI (30.7 KM) SOUTHWEST OF RHINELANDER, 5.7
 DO6281'MI (9.2 KM) NORTH OF IRMA, AND 3.6 MI (5.8 KM) SOUTHEAST OF TOMAHAWK.
 DO6281'
 DO6281'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6281'HIGHWAY 86 WEST AND COUNTY HIGHWAY D EAST (EXIT 229) LOCATED ABOUT 2
 DO6281'MI (3.2 KM) EAST OF THE CITY OF TOMAHAWK, GO SOUTH ON U.S. HIGHWAY 51
 DO6281'FOR 2.3 MI (3.7 KM) TO THE CRASS ROAD BRIDGE OVERPASS, CONTINUE SOUTH
 DO6281'ON U.S. HIGHWAY 51 FOR 0.35 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DO6281'
 DO6281'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6281'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6281'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M (3.3 FT)
 DO6281'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 22.1 M (72.5 FT)
 DO6281'EAST-SOUTHEAST OF THE CENTERLINE OF SOUTHBOUND U.S. HIGHWAY 51, 81.9 M
 DO6281'(268.7 FT) NORTH-NORTHWEST OF A METAL HIGHWAY REFLECTOR POST, 48.3 M
 DO6281'(158.5 FT) SOUTH OF A METAL HIGHWAY REFLECTOR POST, 11.8 M (38.7 FT)
 DO6281'EAST-NORTHEAST OF A WIRE MESH FENCE LINE, AND LOCATED IN THE CENTER OF
 DO6281'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6281'
 DO6281'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6281'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6280 ***********************************************************************
 DO6280  DESIGNATION -  6U42
 DO6280  PID         -  DO6280
 DO6280  STATE/COUNTY-  WI/LINCOLN
 DO6280  COUNTRY     -  US
 DO6280  USGS QUAD   -  TOMAHAWK (2018)
 DO6280
 DO6280                         *CURRENT SURVEY CONTROL
 DO6280  ______________________________________________________________________
 DO6280* NAD 83(1986) POSITION- 45 27 38.59   (N) 089 41 25.56   (W)   HD_HELD1
 DO6280* NAVD 88 ORTHO HEIGHT -   449.359 (meters)     1474.27  (feet) ADJUSTED
 DO6280  ______________________________________________________________________
 DO6280  GEOID HEIGHT    -        -32.123 (meters)                     GEOID18
 DO6280  DYNAMIC HEIGHT  -        449.325 (meters)     1474.16  (feet) COMP
 DO6280  MODELED GRAVITY -    980,526.3   (mgal)                       NAVD 88
 DO6280
 DO6280  VERT ORDER      -  SECOND    CLASS I
 DO6280
 DO6280.The horizontal coordinates were determined by differentially corrected
 DO6280.hand held GPS observations or other comparable positioning techniques
 DO6280.and have an estimated accuracy of +/- 3 meters.
 DO6280
 DO6280.The orthometric height was determined by differential leveling and
 DO6280.adjusted by the NATIONAL GEODETIC SURVEY
 DO6280.in February 2017.
 DO6280
 DO6280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6280.GEOID18 height accuracy estimate available here.
 DO6280
 DO6280.Click photographs - Photos may exist for this station.
 DO6280
 DO6280.The dynamic height is computed by dividing the NAVD 88
 DO6280.geopotential number by the normal gravity value computed on the
 DO6280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6280.degrees latitude (g = 980.6199 gals.).
 DO6280
 DO6280.The modeled gravity was interpolated from observed gravity values.
 DO6280
 DO6280;                    North         East    Units  Estimated Accuracy
 DO6280;SPC WI C     -   180,886.0     624,211.7     MT  (+/- 3 meters HH1 GPS) 
 DO6280
 DO6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8966037653(NAD 83)
 DO6280
 DO6280                          SUPERSEDED SURVEY CONTROL
 DO6280
 DO6280  NAVD 88 (07/25/13)  449.374  (m)         1474.32   (f) SUPERSEDED  2 1
 DO6280
 DO6280.Superseded values are not recommended for survey control.
 DO6280
 DO6280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6280.See file dsdata.pdf to determine how the superseded data were derived.
 DO6280
 DO6280_MARKER: DD = SURVEY DISK
 DO6280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6280_STAMPING: 6U42 2011
 DO6280_MARK LOGO: WIDT
 DO6280_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6280+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 DO6280
 DO6280  HISTORY     - Date     Condition        Report By
 DO6280  HISTORY     - 2011     MONUMENTED       WIDT
 DO6280  HISTORY     - 20121128 GOOD             WIDT
 DO6280
 DO6280                          STATION DESCRIPTION
 DO6280
 DO6280'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6280'THE STATION IS LOCATED 18.1 MI (29.1 KM) SOUTHWEST OF RHINELANDER, 7.6
 DO6280'MI (12.2 KM) NORTH OF IRMA, AND 2.0 MI (3.2 KM) SOUTHEAST OF TOMAHAWK.
 DO6280'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6280'HIGHWAY 86 WEST AND COUNTY HIGHWAY D EAST (EXIT 229) LOCATED
 DO6280'APPROXIMATELY 2 MI (3.2 KM) EAST OF THE CITY OF TOMAHAWK, GO SOUTH ON
 DO6280'U.S. HIGHWAY 51 FOR 0.7 MI (1.1 KM) TO MILE MARKER 229 AND THE STATION
 DO6280'ON THE LEFT, LOCATED IN THE HIGHWAY MEDIAN AT A MAINTENANCE TURN
 DO6280'AROUND.
 DO6280'
 DO6280'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6280'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6280'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M (3.3 FT)
 DO6280'LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 23.8 M (78.1 FT) EAST
 DO6280'OF THE CENTERLINE OF SOUTHBOUND U.S. HIGHWAY 51, 13.1 M (43.0 FT) WEST
 DO6280'OF THE CENTERLINE OF NORTHBOUND U.S. HIGHWAY 51, 12 M (39.4 FT) NORTH
 DO6280'OF THE CENTER OF A MAINTENANCE TURN AROUND, 6.5 M (21.3 FT) SOUTH OF A
 DO6280'60-CM (24 INCH) CONCRETE CULVERT MARKED BY A WHITE PLASTIC POST WITH A
 DO6280'BLACK TOP, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6280'WHITE PLASTIC WITNESS POSTS.
 DO6280'
 DO6280'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6280'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6279 ***********************************************************************
 DO6279  DESIGNATION -  6U43
 DO6279  PID         -  DO6279
 DO6279  STATE/COUNTY-  WI/LINCOLN
 DO6279  COUNTRY     -  US
 DO6279  USGS QUAD   -  TOMAHAWK (2018)
 DO6279
 DO6279                         *CURRENT SURVEY CONTROL
 DO6279  ______________________________________________________________________
 DO6279* NAD 83(1986) POSITION- 45 29 27.68   (N) 089 41 44.59   (W)   HD_HELD1
 DO6279* NAVD 88 ORTHO HEIGHT -   449.235 (meters)     1473.87  (feet) ADJUSTED
 DO6279  ______________________________________________________________________
 DO6279  GEOID HEIGHT    -        -31.949 (meters)                     GEOID18
 DO6279  DYNAMIC HEIGHT  -        449.205 (meters)     1473.77  (feet) COMP
 DO6279  MODELED GRAVITY -    980,536.2   (mgal)                       NAVD 88
 DO6279
 DO6279  VERT ORDER      -  SECOND    CLASS I
 DO6279
 DO6279.The horizontal coordinates were determined by differentially corrected
 DO6279.hand held GPS observations or other comparable positioning techniques
 DO6279.and have an estimated accuracy of +/- 3 meters.
 DO6279
 DO6279.The orthometric height was determined by differential leveling and
 DO6279.adjusted by the NATIONAL GEODETIC SURVEY
 DO6279.in February 2017.
 DO6279
 DO6279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6279.GEOID18 height accuracy estimate available here.
 DO6279
 DO6279.Click photographs - Photos may exist for this station.
 DO6279
 DO6279.The dynamic height is computed by dividing the NAVD 88
 DO6279.geopotential number by the normal gravity value computed on the
 DO6279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6279.degrees latitude (g = 980.6199 gals.).
 DO6279
 DO6279.The modeled gravity was interpolated from observed gravity values.
 DO6279
 DO6279;                    North         East    Units  Estimated Accuracy
 DO6279;SPC WI C     -   184,252.3     623,785.7     MT  (+/- 3 meters HH1 GPS) 
 DO6279
 DO6279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8935941034(NAD 83)
 DO6279
 DO6279                          SUPERSEDED SURVEY CONTROL
 DO6279
 DO6279  NAVD 88 (07/25/13)  449.252  (m)         1473.92   (f) SUPERSEDED  2 1
 DO6279
 DO6279.Superseded values are not recommended for survey control.
 DO6279
 DO6279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6279.See file dsdata.pdf to determine how the superseded data were derived.
 DO6279
 DO6279_MARKER: DD = SURVEY DISK
 DO6279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6279_STAMPING: 6U43 2011
 DO6279_MARK LOGO: WIDT
 DO6279_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6279+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2012
 DO6279
 DO6279  HISTORY     - Date     Condition        Report By
 DO6279  HISTORY     - 2011     MONUMENTED       WIDT
 DO6279  HISTORY     - 20121127 GOOD             WIDT
 DO6279
 DO6279                          STATION DESCRIPTION
 DO6279
 DO6279'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6279'THE STATION IS LOCATED 17.0 MI (27.4 KM) SOUTHWEST OF RHINELANDER, 4.0
 DO6279'MI (6.4 KM) SOUTH OF HEAFFORD JUNCTION, AND 2.1 MI (3.4 KM) NORTHEAST
 DO6279'OF TOMAHAWK.
 DO6279'
 DO6279'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6279'HIGHWAY A (EXIT 231) LOCATED APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF
 DO6279'THE CITY OF TOMAHAWK, GO SOUTH ON U.S. HIGHWAY 51 FOR 0.35 MI (0.6 KM)
 DO6279'TO THE STATION ON THE LEFT, LOCATED IN THE HIGHWAY MEDIAN.
 DO6279'
 DO6279'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6279'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6279'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M (3.3 FT)
 DO6279'LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 21.0 M (68.9 FT) WEST
 DO6279'OF THE CENTERLINE OF NORTHBOUND U.S. HIGHWAY 51, 16.4 M (53.8 FT) EAST
 DO6279'OF THE CENTERLINE OF SOUTHBOUND U.S. HIGHWAY 51, 36.2 M (118.8 FT)
 DO6279'WEST OF A METAL HIGHWAY SIGN --EXIT 231 COUNTY HIGHWAY A--, 26.1 M
 DO6279'(85.6 FT) NORTH OF A METAL REFLECTOR POST IN THE MEDIAN, AND LOCATED
 DO6279'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DO6279'POSTS.
 DO6279'
 DO6279'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6279'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6278 ***********************************************************************
 DO6278  DESIGNATION -  6U44
 DO6278  PID         -  DO6278
 DO6278  STATE/COUNTY-  WI/LINCOLN
 DO6278  COUNTRY     -  US
 DO6278  USGS QUAD   -  HEAFFORD JUNCTION (2018)
 DO6278
 DO6278                         *CURRENT SURVEY CONTROL
 DO6278  ______________________________________________________________________
 DO6278* NAD 83(1986) POSITION- 45 30 42.03   (N) 089 40 53.24   (W)   HD_HELD1
 DO6278* NAVD 88 ORTHO HEIGHT -   453.051 (meters)     1486.38  (feet) ADJUSTED
 DO6278  ______________________________________________________________________
 DO6278  GEOID HEIGHT    -        -31.861 (meters)                     GEOID18
 DO6278  DYNAMIC HEIGHT  -        453.023 (meters)     1486.29  (feet) COMP
 DO6278  MODELED GRAVITY -    980,540.3   (mgal)                       NAVD 88
 DO6278
 DO6278  VERT ORDER      -  SECOND    CLASS I
 DO6278
 DO6278.The horizontal coordinates were determined by differentially corrected
 DO6278.hand held GPS observations or other comparable positioning techniques
 DO6278.and have an estimated accuracy of +/- 3 meters.
 DO6278
 DO6278.The orthometric height was determined by differential leveling and
 DO6278.adjusted by the NATIONAL GEODETIC SURVEY
 DO6278.in February 2017.
 DO6278
 DO6278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6278.GEOID18 height accuracy estimate available here.
 DO6278
 DO6278.Click photographs - Photos may exist for this station.
 DO6278
 DO6278.The dynamic height is computed by dividing the NAVD 88
 DO6278.geopotential number by the normal gravity value computed on the
 DO6278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6278.degrees latitude (g = 980.6199 gals.).
 DO6278
 DO6278.The modeled gravity was interpolated from observed gravity values.
 DO6278
 DO6278;                    North         East    Units  Estimated Accuracy
 DO6278;SPC WI C     -   186,551.9     624,891.7     MT  (+/- 3 meters HH1 GPS) 
 DO6278
 DO6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9055143291(NAD 83)
 DO6278
 DO6278                          SUPERSEDED SURVEY CONTROL
 DO6278
 DO6278  NAVD 88 (07/25/13)  453.069  (m)         1486.44   (f) SUPERSEDED  2 1
 DO6278
 DO6278.Superseded values are not recommended for survey control.
 DO6278
 DO6278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6278.See file dsdata.pdf to determine how the superseded data were derived.
 DO6278
 DO6278_MARKER: DD = SURVEY DISK
 DO6278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6278_STAMPING: 6U44 2011
 DO6278_MARK LOGO: WIDT
 DO6278_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6278+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2012
 DO6278
 DO6278  HISTORY     - Date     Condition        Report By
 DO6278  HISTORY     - 2011     MONUMENTED       WIDT
 DO6278  HISTORY     - 20121127 GOOD             WIDT
 DO6278
 DO6278                          STATION DESCRIPTION
 DO6278
 DO6278'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6278'THE STATION IS LOCATED 15.6 MI (25.1 KM) SOUTHWEST OF RHINELANDER, 3.7
 DO6278'MI (6.0 KM) NORTHEAST OF TOMAHAWK, AND 2.9 MI (4.7 KM) SOUTHEAST OF
 DO6278'HEAFFORD JUNCTION.
 DO6278'
 DO6278'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6278'HIGHWAY A (EXIT 231) LOCATED APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF
 DO6278'THE CITY OF TOMAHAWK, GO NORTHEAST ON U.S. HIGHWAY 51 FOR 0.55 MI (0.9
 DO6278'KM) TO MILE MARKER 233.  CONTINUE NORTHEAST ON U.S. HIGHWAY 51 FOR
 DO6278'0.75 MI (1.2 KM) TO STATION ON THE LEFT, LOCATED IN THE HIGHWAY
 DO6278'MEDIAN.
 DO6278'
 DO6278'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6278'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6278'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M (3.3 FT)
 DO6278'LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 15.4 M (50.5 FT)
 DO6278'SOUTHEAST OF THE CENTERLINE OF SOUTHBOUND U.S. HIGHWAY 51, 11.4 M
 DO6278'(37.4 FT) NORTHWEST OF THE CENTERLINE OF NORTHBOUND U.S. HIGHWAY 51,
 DO6278'11.6 M (38.1 FT) NORTH OF THE CENTER OF A MEDIAN MAINTENANCE TURN
 DO6278'AROUND, 6.8 M (22.3 FT) SOUTHEAST OF A WOODEN POST FOR A -NO U-TURN-
 DO6278'SIGN, 3.8 M (12.5 FT) NORTHWEST OF A METAL HIGHWAY REFLECTOR POST, AND
 DO6278'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6278'WITNESS POSTS.
 DO6278'
 DO6278'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6278'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6277 ***********************************************************************
 DO6277  DESIGNATION -  6U45
 DO6277  PID         -  DO6277
 DO6277  STATE/COUNTY-  WI/LINCOLN
 DO6277  COUNTRY     -  US
 DO6277  USGS QUAD   -  HEAFFORD JUNCTION (2018)
 DO6277
 DO6277                         *CURRENT SURVEY CONTROL
 DO6277  ______________________________________________________________________
 DO6277* NAD 83(1986) POSITION- 45 31 51.98   (N) 089 40 29.42   (W)   HD_HELD1
 DO6277* NAVD 88 ORTHO HEIGHT -   455.467 (meters)     1494.31  (feet) ADJUSTED
 DO6277  ______________________________________________________________________
 DO6277  GEOID HEIGHT    -        -31.761 (meters)                     GEOID18
 DO6277  DYNAMIC HEIGHT  -        455.442 (meters)     1494.23  (feet) COMP
 DO6277  MODELED GRAVITY -    980,546.7   (mgal)                       NAVD 88
 DO6277
 DO6277  VERT ORDER      -  SECOND    CLASS I
 DO6277
 DO6277.The horizontal coordinates were determined by differentially corrected
 DO6277.hand held GPS observations or other comparable positioning techniques
 DO6277.and have an estimated accuracy of +/- 3 meters.
 DO6277
 DO6277.The orthometric height was determined by differential leveling and
 DO6277.adjusted by the NATIONAL GEODETIC SURVEY
 DO6277.in February 2017.
 DO6277
 DO6277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6277.GEOID18 height accuracy estimate available here.
 DO6277
 DO6277.Click photographs - Photos may exist for this station.
 DO6277
 DO6277.The dynamic height is computed by dividing the NAVD 88
 DO6277.geopotential number by the normal gravity value computed on the
 DO6277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6277.degrees latitude (g = 980.6199 gals.).
 DO6277
 DO6277.The modeled gravity was interpolated from observed gravity values.
 DO6277
 DO6277;                    North         East    Units  Estimated Accuracy
 DO6277;SPC WI C     -   188,713.5     625,400.1     MT  (+/- 3 meters HH1 GPS) 
 DO6277
 DO6277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9113945432(NAD 83)
 DO6277
 DO6277                          SUPERSEDED SURVEY CONTROL
 DO6277
 DO6277  NAVD 88 (07/25/13)  455.486  (m)         1494.37   (f) SUPERSEDED  2 1
 DO6277
 DO6277.Superseded values are not recommended for survey control.
 DO6277
 DO6277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6277.See file dsdata.pdf to determine how the superseded data were derived.
 DO6277
 DO6277_MARKER: DD = SURVEY DISK
 DO6277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6277_STAMPING: 6U45 2011
 DO6277_MARK LOGO: WIDT
 DO6277_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6277_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6277+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2012
 DO6277
 DO6277  HISTORY     - Date     Condition        Report By
 DO6277  HISTORY     - 2011     MONUMENTED       WIDT
 DO6277  HISTORY     - 20121127 GOOD             WIDT
 DO6277
 DO6277                          STATION DESCRIPTION
 DO6277
 DO6277'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6277'THE STATION IS LOCATED 14.6 MI (23.5 KM) SOUTHWEST OF RHINELANDER, 4.9
 DO6277'MI NORTHEAST OF TOMAHAWK, AND 2.3 MI SOUTHEAST OF HEAFFORD JUNCTION.
 DO6277'
 DO6277'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH U.S.
 DO6277'HIGHWAY 51 (EXIT 234) LOCATED APPROXIMATELY 6 MI (9.7 KM)
 DO6277'NORTH-NORTHEAST OF THE CITY OF TOMAHAWK, GO SOUTH ON U.S. HIGHWAY 51
 DO6277'FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT, LOCATED IN THE HIGHWAY
 DO6277'MEDIAN.
 DO6277'
 DO6277'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6277'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6277'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M (3.3 FT)
 DO6277'LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 19.5 M (64.0 FT) WEST
 DO6277'OF THE CENTERLINE OF NORTHBOUND U.S. HIGHWAY 51, 18.6 M (61.0 FT) EAST
 DO6277'OF THE CENTERLINE OF SOUTHBOUND U.S. HIGHWAY 51, 25.6 M (84.0 FT)
 DO6277'NORTH OF THE CENTER OF A MAINTENANCE TURN AROUND, 16.8 M (55.1 FT)
 DO6277'NORTHEAST OF A WOODEN POST FOR A --NO U-TURN-- SIGN, AND LOCATED IN
 DO6277'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6277'
 DO6277'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6277'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1681 ***********************************************************************
 DP1681  DESIGNATION -  6U46
 DP1681  PID         -  DP1681
 DP1681  STATE/COUNTY-  WI/LINCOLN
 DP1681  COUNTRY     -  US
 DP1681  USGS QUAD   -  PINE DELLS (2018)
 DP1681
 DP1681                         *CURRENT SURVEY CONTROL
 DP1681  ______________________________________________________________________
 DP1681* NAD 83(1986) POSITION- 45 14 08.4    (N) 089 35 12.5    (W)   HD_HELD2
 DP1681* NAVD 88 ORTHO HEIGHT -   435.849 (meters)     1429.95  (feet) ADJUSTED
 DP1681  ______________________________________________________________________
 DP1681  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 DP1681  DYNAMIC HEIGHT  -        435.801 (meters)     1429.79  (feet) COMP
 DP1681  MODELED GRAVITY -    980,493.6   (mgal)                       NAVD 88
 DP1681
 DP1681  VERT ORDER      -  SECOND    CLASS I
 DP1681
 DP1681.The horizontal coordinates were established by autonomous hand held GPS
 DP1681.observations and have an estimated accuracy of +/- 10 meters.
 DP1681
 DP1681.The orthometric height was determined by differential leveling and
 DP1681.adjusted by the NATIONAL GEODETIC SURVEY
 DP1681.in February 2017.
 DP1681
 DP1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1681.GEOID18 height accuracy estimate available here.
 DP1681
 DP1681.Click photographs - Photos may exist for this station.
 DP1681
 DP1681.The dynamic height is computed by dividing the NAVD 88
 DP1681.geopotential number by the normal gravity value computed on the
 DP1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1681.degrees latitude (g = 980.6199 gals.).
 DP1681
 DP1681.The modeled gravity was interpolated from observed gravity values.
 DP1681
 DP1681;                    North         East    Units  Estimated Accuracy
 DP1681;SPC WI C     -   155,911.      632,444.      MT  (+/- 10 meters HH2 GPS)
 DP1681
 DP1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9695812385(NAD 83)
 DP1681
 DP1681                          SUPERSEDED SURVEY CONTROL
 DP1681
 DP1681  NAVD 88 (03/19/14)  435.855  (m)         1429.97   (f) SUPERSEDED  2 1
 DP1681
 DP1681.Superseded values are not recommended for survey control.
 DP1681
 DP1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1681.See file dsdata.pdf to determine how the superseded data were derived.
 DP1681
 DP1681_MARKER: DD = SURVEY DISK
 DP1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1681_STAMPING: 6U46 2012
 DP1681_MARK LOGO: WIDT
 DP1681_PROJECTION: FLUSH
 DP1681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1681+STABILITY: SURFACE MOTION
 DP1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1681+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2013
 DP1681
 DP1681  HISTORY     - Date     Condition        Report By
 DP1681  HISTORY     - 2012     MONUMENTED       WIDT
 DP1681  HISTORY     - 20131106 GOOD             WIDT
 DP1681
 DP1681                          STATION DESCRIPTION
 DP1681
 DP1681'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1681'THE STATION IS APPROXIMATELY 22.4 MI (36.0 KM) NORTHWEST OF ANTIGO,
 DP1681'17.6 MI (28.3 KM) SOUTHEAST OF TOMAHAWK AND 6.1 MI (9.8 KM) NORTHEAST
 DP1681'OF MERRILL.
 DP1681'
 DP1681'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF
 DP1681'STATE HIGHWAY 17 WITH COUNTY HIGHWAY C, LOCATED APPROXIMATELY 6.1 MI
 DP1681'(9.8 KM) NORTHEAST OF THE CITY OF MERRILL.
 DP1681'
 DP1681'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1681'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1681'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1681'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 27.3 M (89.6 FT) WEST
 DP1681'OF THE CENTERLINE OF STATE HIGHWAY 17, 21.7 M (71.2 FT) NORTH OF THE
 DP1681'CENTERLINE OF COUNTY HIGHWAY C, 17.7 M (58.1 FT) WEST-SOUTHWEST OF A
 DP1681'LINCOLN COUNTY GEODETIC CONTROL STATION -SCHLEY WEST GPS 1995- WHICH
 DP1681'IS BUILT INTO FRONT SLOPE OF THE HIGHWAY SHOULDER AND LOCATED IN THE
 DP1681'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1681'
 DP1681'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1681'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH EXTENDING TO
 DP1681'20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1683 ***********************************************************************
 DP1683  DESIGNATION -  6U47
 DP1683  PID         -  DP1683
 DP1683  STATE/COUNTY-  WI/LINCOLN
 DP1683  COUNTRY     -  US
 DP1683  USGS QUAD   -  BLOOMVILLE (2018)
 DP1683
 DP1683                         *CURRENT SURVEY CONTROL
 DP1683  ______________________________________________________________________
 DP1683* NAD 83(1986) POSITION- 45 15 28.5    (N) 089 33 13.9    (W)   HD_HELD2
 DP1683* NAVD 88 ORTHO HEIGHT -   445.702 (meters)     1462.27  (feet) ADJUSTED
 DP1683  ______________________________________________________________________
 DP1683  GEOID HEIGHT    -        -33.382 (meters)                     GEOID18
 DP1683  DYNAMIC HEIGHT  -        445.651 (meters)     1462.11  (feet) COMP
 DP1683  MODELED GRAVITY -    980,490.1   (mgal)                       NAVD 88
 DP1683
 DP1683  VERT ORDER      -  SECOND    CLASS I
 DP1683
 DP1683.The horizontal coordinates were established by autonomous hand held GPS
 DP1683.observations and have an estimated accuracy of +/- 10 meters.
 DP1683
 DP1683.The orthometric height was determined by differential leveling and
 DP1683.adjusted by the NATIONAL GEODETIC SURVEY
 DP1683.in February 2017.
 DP1683
 DP1683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1683.GEOID18 height accuracy estimate available here.
 DP1683
 DP1683.Click photographs - Photos may exist for this station.
 DP1683
 DP1683.The dynamic height is computed by dividing the NAVD 88
 DP1683.geopotential number by the normal gravity value computed on the
 DP1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1683.degrees latitude (g = 980.6199 gals.).
 DP1683
 DP1683.The modeled gravity was interpolated from observed gravity values.
 DP1683
 DP1683;                    North         East    Units  Estimated Accuracy
 DP1683;SPC WI C     -   158,397.      635,017.      MT  (+/- 10 meters HH2 GPS)
 DP1683
 DP1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9962214775(NAD 83)
 DP1683
 DP1683                          SUPERSEDED SURVEY CONTROL
 DP1683
 DP1683  NAVD 88 (03/19/14)  445.710  (m)         1462.30   (f) SUPERSEDED  2 1
 DP1683
 DP1683.Superseded values are not recommended for survey control.
 DP1683
 DP1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1683.See file dsdata.pdf to determine how the superseded data were derived.
 DP1683
 DP1683_MARKER: DD = SURVEY DISK
 DP1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1683_STAMPING: 6U47 2012
 DP1683_MARK LOGO: WIDT
 DP1683_PROJECTION: FLUSH
 DP1683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1683+STABILITY: SURFACE MOTION
 DP1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1683+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2013
 DP1683
 DP1683  HISTORY     - Date     Condition        Report By
 DP1683  HISTORY     - 2012     MONUMENTED       WIDT
 DP1683  HISTORY     - 20131105 GOOD             WIDT
 DP1683
 DP1683                          STATION DESCRIPTION
 DP1683
 DP1683'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1683'THE STATION IS APPROXIMATELY 29.4 MI (47.3 KM) SOUTHWEST OF MONICO,
 DP1683'21.4 MI (34.4 KM) NORTHWEST OF ANTIGO AND 8.4 MI (13.5 KM) NORTHEAST
 DP1683'OF MERRILL.
 DP1683'
 DP1683'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1683'HIGHWAY G, LOCATED APPROXIMATELY 8.5 MI (13.7 KM) NORTHEAST OF THE
 DP1683'CITY OF MERRILL, GO SOUTHWEST ON STATE HIGHWAY 17 FOR 0.3 MI (0.5 KM)
 DP1683'TO THE STATION ON THE RIGHT.
 DP1683'
 DP1683'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1683'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1683'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.9
 DP1683'M (3.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 21.9 M
 DP1683'(71.9 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 17, 137 M
 DP1683'(449.5 FT) NORTHEAST OF THE CENTERLINE OF PRAIRIE DELLS ROAD,
 DP1683'APPROXIMATELY 30.5 M (100.1 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 DP1683'CROP FIELD AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP1683'WHITE PLASTIC WITNESS POSTS.
 DP1683'
 DP1683'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 17
 DP1683'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1684 ***********************************************************************
 DP1684  DESIGNATION -  6U48
 DP1684  PID         -  DP1684
 DP1684  STATE/COUNTY-  WI/LINCOLN
 DP1684  COUNTRY     -  US
 DP1684  USGS QUAD   -  BLOOMVILLE (2018)
 DP1684
 DP1684                         *CURRENT SURVEY CONTROL
 DP1684  ______________________________________________________________________
 DP1684* NAD 83(1986) POSITION- 45 16 51.9    (N) 089 32 13.0    (W)   HD_HELD2
 DP1684* NAVD 88 ORTHO HEIGHT -   431.951 (meters)     1417.16  (feet) ADJUSTED
 DP1684  ______________________________________________________________________
 DP1684  GEOID HEIGHT    -        -33.323 (meters)                     GEOID18
 DP1684  DYNAMIC HEIGHT  -        431.903 (meters)     1417.00  (feet) COMP
 DP1684  MODELED GRAVITY -    980,493.7   (mgal)                       NAVD 88
 DP1684
 DP1684  VERT ORDER      -  SECOND    CLASS I
 DP1684
 DP1684.The horizontal coordinates were established by autonomous hand held GPS
 DP1684.observations and have an estimated accuracy of +/- 10 meters.
 DP1684
 DP1684.The orthometric height was determined by differential leveling and
 DP1684.adjusted by the NATIONAL GEODETIC SURVEY
 DP1684.in February 2017.
 DP1684
 DP1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1684.GEOID18 height accuracy estimate available here.
 DP1684
 DP1684.Click photographs - Photos may exist for this station.
 DP1684
 DP1684.The dynamic height is computed by dividing the NAVD 88
 DP1684.geopotential number by the normal gravity value computed on the
 DP1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1684.degrees latitude (g = 980.6199 gals.).
 DP1684
 DP1684.The modeled gravity was interpolated from observed gravity values.
 DP1684
 DP1684;                    North         East    Units  Estimated Accuracy
 DP1684;SPC WI C     -   160,979.      636,330.      MT  (+/- 10 meters HH2 GPS)
 DP1684
 DP1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0103017307(NAD 83)
 DP1684
 DP1684                          SUPERSEDED SURVEY CONTROL
 DP1684
 DP1684  NAVD 88 (03/19/14)  431.961  (m)         1417.19   (f) SUPERSEDED  2 1
 DP1684
 DP1684.Superseded values are not recommended for survey control.
 DP1684
 DP1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1684.See file dsdata.pdf to determine how the superseded data were derived.
 DP1684
 DP1684_MARKER: DD = SURVEY DISK
 DP1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1684_STAMPING: 6U48 2012
 DP1684_MARK LOGO: WIDT
 DP1684_PROJECTION: FLUSH
 DP1684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1684+STABILITY: SURFACE MOTION
 DP1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1684+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2013
 DP1684
 DP1684  HISTORY     - Date     Condition        Report By
 DP1684  HISTORY     - 2012     MONUMENTED       WIDT
 DP1684  HISTORY     - 20131105 GOOD             WIDT
 DP1684
 DP1684                          STATION DESCRIPTION
 DP1684
 DP1684'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1684'THE STATION IS APPROXIMATELY 24.9 MI (40.1 KM) SOUTH-SOUTHWEST OF
 DP1684'RHINELANDER, 21.4 MI (34.4 KM) NORTHWEST OF ANTIGO AND 10.0 MI (16.1
 DP1684'KM) NORTHEAST OF MERRILL.
 DP1684'
 DP1684'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1684'HIGHWAY J, APPROXIMATELY 10.8 MI (17.4 KM) NORTHEAST OF THE CITY OF
 DP1684'MERRILL, GO SOUTH ON STATE HIGHWAY 17 FOR 1.0 MI (1.6 KM) TO THE
 DP1684'STATION ON THE LEFT.
 DP1684'
 DP1684'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1684'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1684'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1684'M (1.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 16.2 M
 DP1684'(53.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 32.2 M (105.6
 DP1684'FT) SOUTH OF THE SOUTH END OF A WOODEN FENCE, 12.5 M (41.0 FT) NORTH
 DP1684'OF THE CENTERLINE OF A DRIVEWAY, 9.6 M (31.5 FT) NORTHEAST OF THE
 DP1684'NORTH END OF A CULVERT UNDER A DRIVEWAY AND LOCATED IN BETWEEN OF TWO
 DP1684'WHITE PLASTIC WITNESS POSTS.
 DP1684'
 DP1684'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1684'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH
 DP1684'EXTENDING 20 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE WEST
 DP1684'EXTENDING 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1686 ***********************************************************************
 DP1686  DESIGNATION -  6U49
 DP1686  PID         -  DP1686
 DP1686  STATE/COUNTY-  WI/LINCOLN
 DP1686  COUNTRY     -  US
 DP1686  USGS QUAD   -  BLOOMVILLE (2018)
 DP1686
 DP1686                         *CURRENT SURVEY CONTROL
 DP1686  ______________________________________________________________________
 DP1686* NAD 83(1986) POSITION- 45 18 17.4    (N) 089 30 38.7    (W)   HD_HELD2
 DP1686* NAVD 88 ORTHO HEIGHT -   440.800 (meters)     1446.19  (feet) ADJUSTED
 DP1686  ______________________________________________________________________
 DP1686  GEOID HEIGHT    -        -33.276 (meters)                     GEOID18
 DP1686  DYNAMIC HEIGHT  -        440.753 (meters)     1446.04  (feet) COMP
 DP1686  MODELED GRAVITY -    980,495.5   (mgal)                       NAVD 88
 DP1686
 DP1686  VERT ORDER      -  SECOND    CLASS I
 DP1686
 DP1686.The horizontal coordinates were established by autonomous hand held GPS
 DP1686.observations and have an estimated accuracy of +/- 10 meters.
 DP1686
 DP1686.The orthometric height was determined by differential leveling and
 DP1686.adjusted by the NATIONAL GEODETIC SURVEY
 DP1686.in February 2017.
 DP1686
 DP1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1686.GEOID18 height accuracy estimate available here.
 DP1686
 DP1686.Click photographs - Photos may exist for this station.
 DP1686
 DP1686.The dynamic height is computed by dividing the NAVD 88
 DP1686.geopotential number by the normal gravity value computed on the
 DP1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1686.degrees latitude (g = 980.6199 gals.).
 DP1686
 DP1686.The modeled gravity was interpolated from observed gravity values.
 DP1686
 DP1686;                    North         East    Units  Estimated Accuracy
 DP1686;SPC WI C     -   163,631.      638,369.      MT  (+/- 10 meters HH2 GPS)
 DP1686
 DP1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0316719881(NAD 83)
 DP1686
 DP1686                          SUPERSEDED SURVEY CONTROL
 DP1686
 DP1686  NAVD 88 (03/19/14)  440.812  (m)         1446.23   (f) SUPERSEDED  2 1
 DP1686
 DP1686.Superseded values are not recommended for survey control.
 DP1686
 DP1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1686.See file dsdata.pdf to determine how the superseded data were derived.
 DP1686
 DP1686_MARKER: DD = SURVEY DISK
 DP1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1686_STAMPING: 6U49 2012
 DP1686_MARK LOGO: WIDT
 DP1686_PROJECTION: FLUSH
 DP1686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1686+STABILITY: SURFACE MOTION
 DP1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1686+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2013
 DP1686
 DP1686  HISTORY     - Date     Condition        Report By
 DP1686  HISTORY     - 2012     MONUMENTED       WIDT
 DP1686  HISTORY     - 20131105 GOOD             WIDT
 DP1686
 DP1686                          STATION DESCRIPTION
 DP1686
 DP1686'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1686'THE STATION IS APPROXIMATELY 21.1 MI (33.9 KM) NORTHWEST OF ANTIGO,
 DP1686'18.5 MI (29.8 KM) SOUTHEAST OF TOMAHAWK AND 12.1 MI (19.5 KM)
 DP1686'NORTHEAST OF MERRILL.
 DP1686'
 DP1686'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1686'HIGHWAY J, APPROXIMATELY 10.8 MI (17.4 KM) NORTHEAST OF THE CITY OF
 DP1686'MERRILL, GO NORTH ON STATE HIGHWAY 17 FOR 1.15 MI (1.9 KM) TO THE
 DP1686'STATION ON THE RIGHT.
 DP1686'
 DP1686'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1686'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1686'INCH) DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP AND APPROXIMATELY
 DP1686'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.1 M (46.3 FT)
 DP1686'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 17, 28.8 M (94.5 FT)
 DP1686'NORTHEAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 6.2 M (20.3 FT)
 DP1686'SOUTH OF A -35 MPH AHEAD- SIGN, 4.0 M (13.1 FT) NORTHWEST OF A FENCE
 DP1686'LINE AND 0.3 M (1.0 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DP1686'
 DP1686'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1686'DEGREES ABOVE THE HORIZON EXCEPT FOR A PINE TREE LINE TO THE WEST AND
 DP1686'NORTHWEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6313 ***********************************************************************
 DO6313  DESIGNATION -  6U50
 DO6313  PID         -  DO6313
 DO6313  STATE/COUNTY-  WI/LINCOLN
 DO6313  COUNTRY     -  US
 DO6313  USGS QUAD   -  IRMA (2018)
 DO6313
 DO6313                         *CURRENT SURVEY CONTROL
 DO6313  ______________________________________________________________________
 DO6313* NAD 83(1986) POSITION- 45 18 47.2    (N) 089 37 33.3    (W)   HD_HELD2
 DO6313* NAVD 88 ORTHO HEIGHT -   475.178 (meters)     1558.98  (feet) ADJUSTED
 DO6313  ______________________________________________________________________
 DO6313  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 DO6313  DYNAMIC HEIGHT  -        475.129 (meters)     1558.82  (feet) COMP
 DO6313  MODELED GRAVITY -    980,498.6   (mgal)                       NAVD 88
 DO6313
 DO6313  VERT ORDER      -  SECOND    CLASS I
 DO6313
 DO6313.The horizontal coordinates were established by autonomous hand held GPS
 DO6313.observations and have an estimated accuracy of +/- 10 meters.
 DO6313
 DO6313.The orthometric height was determined by differential leveling and
 DO6313.adjusted by the NATIONAL GEODETIC SURVEY
 DO6313.in February 2017.
 DO6313
 DO6313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6313.GEOID18 height accuracy estimate available here.
 DO6313
 DO6313.Click photographs - Photos may exist for this station.
 DO6313
 DO6313.The dynamic height is computed by dividing the NAVD 88
 DO6313.geopotential number by the normal gravity value computed on the
 DO6313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6313.degrees latitude (g = 980.6199 gals.).
 DO6313
 DO6313.The modeled gravity was interpolated from observed gravity values.
 DO6313
 DO6313;                    North         East    Units  Estimated Accuracy
 DO6313;SPC WI C     -   164,503.      629,333.      MT  (+/- 10 meters HH2 GPS)
 DO6313
 DO6313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9416821088(NAD 83)
 DO6313
 DO6313                          SUPERSEDED SURVEY CONTROL
 DO6313
 DO6313  NAVD 88 (07/25/13)  475.185  (m)         1559.00   (f) SUPERSEDED  2 1
 DO6313
 DO6313.Superseded values are not recommended for survey control.
 DO6313
 DO6313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6313.See file dsdata.pdf to determine how the superseded data were derived.
 DO6313
 DO6313_MARKER: DB = BENCH MARK DISK
 DO6313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6313_STAMPING: 6U50 2012
 DO6313_MARK LOGO: WIDT
 DO6313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6313+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2012
 DO6313
 DO6313  HISTORY     - Date     Condition        Report By
 DO6313  HISTORY     - 2012     MONUMENTED       WIDT
 DO6313  HISTORY     - 20121130 GOOD             WIDT
 DO6313
 DO6313                          STATION DESCRIPTION
 DO6313
 DO6313'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6313'THE STATION IS LOCATED 9.3 MI (15.0 KM) NORTH-NORTHEAST OF MERRILL,
 DO6313'6.3 MI (10.1 KM) WEST OF GLEASON, AND 3.3 MI (5.3 KM) SOUTHEAST OF
 DO6313'IRMA.
 DO6313'
 DO6313'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6313'HIGHWAY H LOCATED APPROXIMATELY 11 MI (17.7 KM) SOUTH OF THE CITY OF
 DO6313'TOMAHAWK, GO EAST ON COUNTY HIGHWAY H FOR 1.6 MI (2.6 KM) TO A 90
 DO6313'DEGREE LEFT CURVE IN THE HIGHWAY WITH HORSESHOE LAKE ROAD CONTINUING
 DO6313'EAST.  CONTINUE STRAIGHT AHEAD (EAST) ON HORSESHOE LAKE ROAD FOR 1.1
 DO6313'MI (1.8 KM) TO THE END OF THE ROAD AND A GATED ENTRANCE FOR W4045
 DO6313'HORSESHOE LAKE ROAD.  PASS THROUGH THE GATE AND CONTINUE EAST AND
 DO6313'SOUTH ALONG THE DRIVEWAY FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DO6313'LEFT, LOCATED EAST OF THE HORSESHOE LAKE TRAINING CENTER BUILDING.
 DO6313'
 DO6313'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6313'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST SIDE
 DO6313'OF THE 12 FT (3.7 M) DEEP, 36-INCH DIAMETER CONCRETE BASE OF THE CORS
 DO6313'STATION PILLAR, ABOUT 0.4 M (1.3 FT) ABOVE GRADE.  THE STATION IS 60.7
 DO6313'M (199.1 FT) NORTHEAST OF A POWER POLE --3307 28L5-- WITH A YARD LIGHT
 DO6313'AND ONE GUY WIRE, 43.9 M (144.0 FT) EAST OF THE SOUTHEAST CORNER OF
 DO6313'THE TRAINING CENTER BUILDING, 33.8 M (110.9 FT) EAST OF THE CENTER OF
 DO6313'THE GRAVEL DRIVE, 20.7 M (67.9 FT) NORTH OF THE CENTER OF THE
 DO6313'CUL-DE-SAC SEGMENT OF THE GRAVEL DRIVE.
 DO6313'
 DO6313'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE CORS
 DO6313'PILLAR.
 DO6313'
 DO6313'NOTE2-THE STATION IS LOCATED AT A SECURED JUVENILE CORRECTIONAL
 DO6313'FACILITY.  FOR ACCESS TO THE STATION AT THIS FACILITY, REFERRED TO AS
 DO6313'THE HORSESHOE LAKE TRAINING CENTER, CONTACT THE WISCONSIN DEPARTMENT
 DO6313'OF CORRECTIONS, LINCOLN HILLS SCHOOL BUILDINGS AND GROUNDS
 DO6313'SUPERINTENDENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1751 ***********************************************************************
 DP1751  DESIGNATION -  6V22
 DP1751  PID         -  DP1751
 DP1751  STATE/COUNTY-  WI/LANGLADE
 DP1751  COUNTRY     -  US
 DP1751  USGS QUAD   -  ANIWA (2018)
 DP1751
 DP1751                         *CURRENT SURVEY CONTROL
 DP1751  ______________________________________________________________________
 DP1751* NAD 83(1986) POSITION- 45 02 37.6    (N) 089 09 30.0    (W)   HD_HELD2
 DP1751* NAVD 88 ORTHO HEIGHT -   429.794 (meters)     1410.08  (feet) ADJUSTED
 DP1751  ______________________________________________________________________
 DP1751  GEOID HEIGHT    -        -35.137 (meters)                     GEOID18
 DP1751  DYNAMIC HEIGHT  -        429.730 (meters)     1409.87  (feet) COMP
 DP1751  MODELED GRAVITY -    980,455.6   (mgal)                       NAVD 88
 DP1751
 DP1751  VERT ORDER      -  SECOND    CLASS I
 DP1751
 DP1751.The horizontal coordinates were established by autonomous hand held GPS
 DP1751.observations and have an estimated accuracy of +/- 10 meters.
 DP1751
 DP1751.The orthometric height was determined by differential leveling and
 DP1751.adjusted by the NATIONAL GEODETIC SURVEY
 DP1751.in February 2017.
 DP1751
 DP1751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1751.GEOID18 height accuracy estimate available here.
 DP1751
 DP1751.Click photographs - Photos may exist for this station.
 DP1751
 DP1751.The dynamic height is computed by dividing the NAVD 88
 DP1751.geopotential number by the normal gravity value computed on the
 DP1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1751.degrees latitude (g = 980.6199 gals.).
 DP1751
 DP1751.The modeled gravity was interpolated from observed gravity values.
 DP1751
 DP1751;                    North         East    Units  Estimated Accuracy
 DP1751;SPC WI C     -   134,848.      666,307.      MT  (+/- 10 meters HH2 GPS)
 DP1751
 DP1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3001990079(NAD 83)
 DP1751
 DP1751                          SUPERSEDED SURVEY CONTROL
 DP1751
 DP1751  NAVD 88 (03/19/14)  429.799  (m)         1410.10   (f) SUPERSEDED  2 1
 DP1751
 DP1751.Superseded values are not recommended for survey control.
 DP1751
 DP1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1751.See file dsdata.pdf to determine how the superseded data were derived.
 DP1751
 DP1751_MARKER: DD = SURVEY DISK
 DP1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1751_STAMPING: 6V22 2012
 DP1751_MARK LOGO: WIDT
 DP1751_PROJECTION: FLUSH
 DP1751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1751+STABILITY: SURFACE MOTION
 DP1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1751+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2014
 DP1751
 DP1751  HISTORY     - Date     Condition        Report By
 DP1751  HISTORY     - 2012     MONUMENTED       WIDT
 DP1751  HISTORY     - 20130710 GOOD             WIDT
 DP1751  HISTORY     - 20140805 GOOD             WIDT
 DP1751
 DP1751                          STATION DESCRIPTION
 DP1751
 DP1751'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1751'THE STATION IS LOCATED APPROXIMATELY 7.1 MI (11.4 KM) WEST OF PHLOX,
 DP1751'6.7 MI (10.8 KM) SOUTH OF ANTIGO AND 3.6 MI (5.8 KM) NORTHEAST OF
 DP1751'ANIWA.
 DP1751'
 DP1751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH STATE
 DP1751'HIGHWAY 47 EAST, ABOUT 4.5 MI (7.2 KM) NORTHEAST OF THE VILLAGE OF
 DP1751'ANIWA, GO SOUTH ON U.S. HIGHWAY 45 FOR 1.05 MI (1.7 KM) TO HUGGINS
 DP1751'ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DP1751'
 DP1751'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1751'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1751'INCH) DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP AND 0.3 M (1.0 FT)
 DP1751'HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 17.2 M (56.4 FT)
 DP1751'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 45, 15.2 M (49.9 FT)
 DP1751'SOUTHEAST OF A POWER POLE -3011 34W5-, 12 M (39.4 FT) SOUTH OF THE
 DP1751'CENTER OF A GATED WOODS ENTRANCE AND LOCATED IN THE CENTER OF A
 DP1751'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1751'
 DP1751'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE WEST AND TO THE SOUTH
 DP1751'EXTENDING TO 35 DEGREES ABOVE THE HORIZON AND TREES TO THE EAST
 DP1751'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DP1751
 DP1751                          STATION RECOVERY (2014)
 DP1751
 DP1751'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DP1751'RECOVERED IN GOOD CONDITION.
 DP1751'
 DP1751'NOTE-THE STATION IS OBSTRUCTED BY TREES TO THE WEST EXTENDING HIGHER
 DP1751'THAN 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1750 ***********************************************************************
 DP1750  DESIGNATION -  6V23
 DP1750  PID         -  DP1750
 DP1750  STATE/COUNTY-  WI/LANGLADE
 DP1750  COUNTRY     -  US
 DP1750  USGS QUAD   -  ANIWA (2018)
 DP1750
 DP1750                         *CURRENT SURVEY CONTROL
 DP1750  ______________________________________________________________________
 DP1750* NAD 83(1986) POSITION- 45 03 53.2    (N) 089 09 11.6    (W)   HD_HELD2
 DP1750* NAVD 88 ORTHO HEIGHT -   442.734 (meters)     1452.54  (feet) ADJUSTED
 DP1750  ______________________________________________________________________
 DP1750  GEOID HEIGHT    -        -35.064 (meters)                     GEOID18
 DP1750  DYNAMIC HEIGHT  -        442.669 (meters)     1452.32  (feet) COMP
 DP1750  MODELED GRAVITY -    980,456.4   (mgal)                       NAVD 88
 DP1750
 DP1750  VERT ORDER      -  SECOND    CLASS I
 DP1750
 DP1750.The horizontal coordinates were established by autonomous hand held GPS
 DP1750.observations and have an estimated accuracy of +/- 10 meters.
 DP1750
 DP1750.The orthometric height was determined by differential leveling and
 DP1750.adjusted by the NATIONAL GEODETIC SURVEY
 DP1750.in February 2017.
 DP1750
 DP1750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1750.GEOID18 height accuracy estimate available here.
 DP1750
 DP1750.Click photographs - Photos may exist for this station.
 DP1750
 DP1750.The dynamic height is computed by dividing the NAVD 88
 DP1750.geopotential number by the normal gravity value computed on the
 DP1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1750.degrees latitude (g = 980.6199 gals.).
 DP1750
 DP1750.The modeled gravity was interpolated from observed gravity values.
 DP1750
 DP1750;                    North         East    Units  Estimated Accuracy
 DP1750;SPC WI C     -   137,185.      666,686.      MT  (+/- 10 meters HH2 GPS)
 DP1750
 DP1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3048492401(NAD 83)
 DP1750
 DP1750                          SUPERSEDED SURVEY CONTROL
 DP1750
 DP1750  NAVD 88 (03/19/14)  442.740  (m)         1452.56   (f) SUPERSEDED  2 1
 DP1750
 DP1750.Superseded values are not recommended for survey control.
 DP1750
 DP1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1750.See file dsdata.pdf to determine how the superseded data were derived.
 DP1750
 DP1750_MARKER: DD = SURVEY DISK
 DP1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1750_STAMPING: 6V23 2012
 DP1750_MARK LOGO: WIDT
 DP1750_PROJECTION: FLUSH
 DP1750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1750+STABILITY: SURFACE MOTION
 DP1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1750+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2014
 DP1750
 DP1750  HISTORY     - Date     Condition        Report By
 DP1750  HISTORY     - 2012     MONUMENTED       WIDT
 DP1750  HISTORY     - 20130711 GOOD             WIDT
 DP1750  HISTORY     - 20140805 GOOD             WIDT
 DP1750
 DP1750                          STATION DESCRIPTION
 DP1750
 DP1750'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1750'THE STATION IS LOCATED APPROXIMATELY 7.0 MI (11.3 KM) WEST-NORTHWEST
 DP1750'OF PHLOX, 5.2 MI (8.4 KM) SOUTH OF ANTIGO AND 4.8 MI (7.7 KM)
 DP1750'NORTHEAST OF ANIWA.
 DP1750'
 DP1750'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH STATE
 DP1750'HIGHWAY 47 EAST, ABOUT 4.5 MI (7.2 KM) NORTHEAST OF THE VILLAGE OF
 DP1750'ANIWA, GO NORTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 47 FOR 0.45 MI
 DP1750'(0.7 KM) TO THE STATION ON THE RIGHT.
 DP1750'
 DP1750'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1750'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1750'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.5
 DP1750'M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 16.0 M
 DP1750'(52.5 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY
 DP1750'47, 81.7 M (268.0 FT) SOUTH OF THE EXTENDED CENTERLINE OF BIRCH ROAD,
 DP1750'97.5 M (319.9 FT) NORTH OF THE CENTERLINE OF A DRIVEWAY N1051 AND
 DP1750'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP1750'WITNESS POSTS.
 DP1750'
 DP1750'NOTE-THIS STATION IS OBSTRUCTED BY TALL PINE TREES IN ALL DIRECTIONS
 DP1750'EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
 DP1750
 DP1750                          STATION RECOVERY (2014)
 DP1750
 DP1750'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DP1750'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1749 ***********************************************************************
 DP1749  DESIGNATION -  6V24
 DP1749  PID         -  DP1749
 DP1749  STATE/COUNTY-  WI/LANGLADE
 DP1749  COUNTRY     -  US
 DP1749  USGS QUAD   -  ANIWA (2018)
 DP1749
 DP1749                         *CURRENT SURVEY CONTROL
 DP1749  ______________________________________________________________________
 DP1749* NAD 83(1986) POSITION- 45 05 42.5    (N) 089 09 12.9    (W)   HD_HELD2
 DP1749* NAVD 88 ORTHO HEIGHT -   452.024 (meters)     1483.02  (feet) ADJUSTED
 DP1749  ______________________________________________________________________
 DP1749  GEOID HEIGHT    -        -34.946 (meters)                     GEOID18
 DP1749  DYNAMIC HEIGHT  -        451.958 (meters)     1482.80  (feet) COMP
 DP1749  MODELED GRAVITY -    980,457.5   (mgal)                       NAVD 88
 DP1749
 DP1749  VERT ORDER      -  SECOND    CLASS I
 DP1749
 DP1749.The horizontal coordinates were established by autonomous hand held GPS
 DP1749.observations and have an estimated accuracy of +/- 10 meters.
 DP1749
 DP1749.The orthometric height was determined by differential leveling and
 DP1749.adjusted by the NATIONAL GEODETIC SURVEY
 DP1749.in February 2017.
 DP1749
 DP1749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1749.GEOID18 height accuracy estimate available here.
 DP1749
 DP1749.Click photographs - Photos may exist for this station.
 DP1749
 DP1749.The dynamic height is computed by dividing the NAVD 88
 DP1749.geopotential number by the normal gravity value computed on the
 DP1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1749.degrees latitude (g = 980.6199 gals.).
 DP1749
 DP1749.The modeled gravity was interpolated from observed gravity values.
 DP1749
 DP1749;                    North         East    Units  Estimated Accuracy
 DP1749;SPC WI C     -   140,559.      666,622.      MT  (+/- 10 meters HH2 GPS)
 DP1749
 DP1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3054595775(NAD 83)
 DP1749
 DP1749                          SUPERSEDED SURVEY CONTROL
 DP1749
 DP1749  NAVD 88 (03/19/14)  452.033  (m)         1483.04   (f) SUPERSEDED  2 1
 DP1749
 DP1749.Superseded values are not recommended for survey control.
 DP1749
 DP1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1749.See file dsdata.pdf to determine how the superseded data were derived.
 DP1749
 DP1749_MARKER: DD = SURVEY DISK
 DP1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1749_STAMPING: 6V24 2012
 DP1749_MARK LOGO: WIDT
 DP1749_PROJECTION: FLUSH
 DP1749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1749+STABILITY: SURFACE MOTION
 DP1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1749+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DP1749
 DP1749  HISTORY     - Date     Condition        Report By
 DP1749  HISTORY     - 2012     MONUMENTED       WIDT
 DP1749  HISTORY     - 20130711 GOOD             WIDT
 DP1749
 DP1749                          STATION DESCRIPTION
 DP1749
 DP1749'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1749'THE STATION IS LOCATED APPROXIMATELY 7.5 MI (12.1 KM) NORTHWEST OF
 DP1749'PHLOX, 6.6 MI (10.6 KM) NORTHEAST OF ANIWA AND 3.0 MI (4.8 KM) SOUTH
 DP1749'OF ANTIGO.
 DP1749'
 DP1749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1749'HIGHWAY 47 WITH COUNTY HIGHWAY G, ABOUT 2.5 MI (4.0 KM) SOUTH OF THE
 DP1749'CITY OF ANTIGO, GO SOUTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 47 FOR
 DP1749'0.45 MI (0.7 KM) TO THE STATION ON THE LEFT.
 DP1749'
 DP1749'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1749'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1749'INCH) DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP AND LEVEL WITH THE
 DP1749'HIGHWAY PAVEMENT.  THE STATION IS 13.7 M (44.9 FT) EAST OF THE
 DP1749'CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY 47, 94.5 M (310.0 FT)
 DP1749'NORTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY N1896, 34.4 M (112.9
 DP1749'FT) SOUTHEAST OF THE SOUTH END OF A GUARD RAIL AND LOCATED IN THE
 DP1749'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1749'
 DP1749'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1749'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST AND SOUTHEAST
 DP1749'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1827 ***********************************************************************
 DP1827  DESIGNATION -  6V25
 DP1827  PID         -  DP1827
 DP1827  STATE/COUNTY-  WI/LANGLADE
 DP1827  COUNTRY     -  US
 DP1827  USGS QUAD   -  ANIWA (2018)
 DP1827
 DP1827                         *CURRENT SURVEY CONTROL
 DP1827  ______________________________________________________________________
 DP1827* NAD 83(1986) POSITION- 45 06 06.0    (N) 089 09 47.4    (W)   HD_HELD2
 DP1827* NAVD 88 ORTHO HEIGHT -   448.889 (meters)     1472.73  (feet) ADJUSTED
 DP1827  ______________________________________________________________________
 DP1827  GEOID HEIGHT    -        -34.901 (meters)                     GEOID18
 DP1827  DYNAMIC HEIGHT  -        448.824 (meters)     1472.52  (feet) COMP
 DP1827  MODELED GRAVITY -    980,458.7   (mgal)                       NAVD 88
 DP1827
 DP1827  VERT ORDER      -  SECOND    CLASS I
 DP1827
 DP1827.The horizontal coordinates were established by autonomous hand held GPS
 DP1827.observations and have an estimated accuracy of +/- 10 meters.
 DP1827
 DP1827.The orthometric height was determined by differential leveling and
 DP1827.adjusted by the NATIONAL GEODETIC SURVEY
 DP1827.in February 2017.
 DP1827
 DP1827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1827.GEOID18 height accuracy estimate available here.
 DP1827
 DP1827.Click photographs - Photos may exist for this station.
 DP1827
 DP1827.The dynamic height is computed by dividing the NAVD 88
 DP1827.geopotential number by the normal gravity value computed on the
 DP1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1827.degrees latitude (g = 980.6199 gals.).
 DP1827
 DP1827.The modeled gravity was interpolated from observed gravity values.
 DP1827
 DP1827;                    North         East    Units  Estimated Accuracy
 DP1827;SPC WI C     -   141,276.      665,860.      MT  (+/- 10 meters HH2 GPS)
 DP1827
 DP1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2981196520(NAD 83)
 DP1827
 DP1827                          SUPERSEDED SURVEY CONTROL
 DP1827
 DP1827  NAVD 88 (03/19/14)  448.900  (m)         1472.77   (f) SUPERSEDED  2 1
 DP1827
 DP1827.Superseded values are not recommended for survey control.
 DP1827
 DP1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1827.See file dsdata.pdf to determine how the superseded data were derived.
 DP1827
 DP1827_MARKER: DD = SURVEY DISK
 DP1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1827_STAMPING: 6V25 2012
 DP1827_MARK LOGO: WIDT
 DP1827_PROJECTION: PROJECTING 5 CENTIMETERS
 DP1827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1827+STABILITY: SURFACE MOTION
 DP1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1827+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DP1827
 DP1827  HISTORY     - Date     Condition        Report By
 DP1827  HISTORY     - 2012     MONUMENTED       WIDT
 DP1827  HISTORY     - 20130711 GOOD             WIDT
 DP1827
 DP1827                          STATION DESCRIPTION
 DP1827
 DP1827'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1827'THE STATION IS LOCATED APPROXIMATELY 8.1 MI (13.0 KM) NORTHWEST OF
 DP1827'PHLOX, 6.9 MI (11.1 KM) NORTH-NORTHEAST OF ANIWA AND 2.7 MI (4.3 KM)
 DP1827'SOUTH-SOUTHWEST OF ANTIGO.
 DP1827'
 DP1827'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1827'HIGHWAY 47 WITH COUNTY HIGHWAY G, ABOUT 2.5 MI (4.0 KM) SOUTH OF THE
 DP1827'CITY OF ANTIGO, GO WEST ON COUNTY HIGHWAY G FOR 0.45 MI (0.7 KM) TO
 DP1827'OLD 26 ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DP1827'
 DP1827'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1827'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1827'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1827'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.5 M (34.4 FT)
 DP1827'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY G, 26.8 M (87.9 FT) WEST OF
 DP1827'THE CENTERLINE OF OLD 26 ROAD, 76 M (249.3 FT) EAST OF KOSCAREK ROAD
 DP1827'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP1827'WITNESS POSTS.
 DP1827'
 DP1827'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1827'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1864 ***********************************************************************
 DP1864  DESIGNATION -  6V26
 DP1864  PID         -  DP1864
 DP1864  STATE/COUNTY-  WI/LANGLADE
 DP1864  COUNTRY     -  US
 DP1864  USGS QUAD   -  ANIWA (2018)
 DP1864
 DP1864                         *CURRENT SURVEY CONTROL
 DP1864  ______________________________________________________________________
 DP1864* NAD 83(1986) POSITION- 45 06 49.75   (N) 089 09 46.66   (W)   HD_HELD1
 DP1864* NAVD 88 ORTHO HEIGHT -   451.537 (meters)     1481.42  (feet) ADJUSTED
 DP1864  ______________________________________________________________________
 DP1864  GEOID HEIGHT    -        -34.853 (meters)                     GEOID18
 DP1864  DYNAMIC HEIGHT  -        451.472 (meters)     1481.20  (feet) COMP
 DP1864  MODELED GRAVITY -    980,459.4   (mgal)                       NAVD 88
 DP1864
 DP1864  VERT ORDER      -  SECOND    CLASS I
 DP1864
 DP1864.The horizontal coordinates were determined by differentially corrected
 DP1864.hand held GPS observations or other comparable positioning techniques
 DP1864.and have an estimated accuracy of +/- 3 meters.
 DP1864
 DP1864.The orthometric height was determined by differential leveling and
 DP1864.adjusted by the NATIONAL GEODETIC SURVEY
 DP1864.in February 2017.
 DP1864
 DP1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1864.GEOID18 height accuracy estimate available here.
 DP1864
 DP1864.Click photographs - Photos may exist for this station.
 DP1864
 DP1864.The dynamic height is computed by dividing the NAVD 88
 DP1864.geopotential number by the normal gravity value computed on the
 DP1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1864.degrees latitude (g = 980.6199 gals.).
 DP1864
 DP1864.The modeled gravity was interpolated from observed gravity values.
 DP1864
 DP1864;                    North         East    Units  Estimated Accuracy
 DP1864;SPC WI C     -   142,627.0     665,862.6     MT  (+/- 3 meters HH1 GPS) 
 DP1864
 DP1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2986397870(NAD 83)
 DP1864
 DP1864                          SUPERSEDED SURVEY CONTROL
 DP1864
 DP1864  NAVD 88 (03/19/14)  451.549  (m)         1481.46   (f) SUPERSEDED  2 1
 DP1864
 DP1864.Superseded values are not recommended for survey control.
 DP1864
 DP1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1864.See file dsdata.pdf to determine how the superseded data were derived.
 DP1864
 DP1864_MARKER: DD = SURVEY DISK
 DP1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1864_STAMPING: 6V26 2012
 DP1864_MARK LOGO: WIDT
 DP1864_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1864+STABILITY: SURFACE MOTION
 DP1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1864+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DP1864
 DP1864  HISTORY     - Date     Condition        Report By
 DP1864  HISTORY     - 2012     MONUMENTED       WIDT
 DP1864  HISTORY     - 20130711 GOOD             WIDT
 DP1864
 DP1864                          STATION DESCRIPTION
 DP1864
 DP1864'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1864'THE STATION IS LOCATED APPROXIMATELY 8.3 MI (13.4 KM) NORTHWEST OF
 DP1864'PHLOX, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF ANIWA AND 2.2 MI (3.5 KM)
 DP1864'SOUTH-SOUTHWEST OF ANTIGO.
 DP1864'
 DP1864'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1864'HIGHWAY 47 WITH COUNTY HIGHWAY G, ABOUT 2.5 MI (4.0 KM) SOUTH OF THE
 DP1864'CITY OF ANTIGO, GO WEST ON COUNTY HIGHWAY G FOR 0.5 MI (0.8 KM) TO
 DP1864'KOSZAREK ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON KOSZAREK ROAD
 DP1864'FOR 0.8 MI (1.3 KM) TO THE SPRINGBROOK WASTEWATER TREATMENT PLANT ON
 DP1864'THE RIGHT.
 DP1864'
 DP1864'--  NOTE-THE SPRINGBROOK WASTEWATER TREATMENT PLANT IS A LIMITED
 DP1864'ACCESS FACILITY.  CONTACT THE FACILITY IN ADVANCE TO REQUEST ACCESS TO
 DP1864'THE STATION.
 DP1864'
 DP1864'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1864'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST SIDE
 DP1864'OF THE 12 FT (3.7 M) DEEP, 36-INCH DIAMETER CONCRETE BASE FOR THE CORS
 DP1864'STATION OBELISK.
 DP1864'
 DP1864'THE STATION IS 120 M (393.7 FT) EAST OF THE KOSZAREK ROAD, 33.5 M
 DP1864'(109.9 FT) WEST-NORTHWEST OF A LIGHT POLE, 13.1 M (43.0 FT) NORTH OF
 DP1864'THE NORTH EDGE OF PAVEMENT OF THE ASPHALT DRIVEWAY AND 4.7 M (15.4 FT)
 DP1864'EAST OF THE SOUTHEAST CORNER OF A RAISED CONCRETE PLATFORM FOR SEVERAL
 DP1864'ABOVE GROUND WATER RETENTION TANKS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1851 ***********************************************************************
 DP1851  DESIGNATION -  6V27
 DP1851  PID         -  DP1851
 DP1851  STATE/COUNTY-  WI/LANGLADE
 DP1851  COUNTRY     -  US
 DP1851  USGS QUAD   -  ANTIGO (2018)
 DP1851
 DP1851                         *CURRENT SURVEY CONTROL
 DP1851  ______________________________________________________________________
 DP1851* NAD 83(1986) POSITION- 45 08 00.5    (N) 089 09 09.5    (W)   HD_HELD2
 DP1851* NAVD 88 ORTHO HEIGHT -   451.748 (meters)     1482.11  (feet) ADJUSTED
 DP1851  ______________________________________________________________________
 DP1851  GEOID HEIGHT    -        -34.794 (meters)                     GEOID18
 DP1851  DYNAMIC HEIGHT  -        451.683 (meters)     1481.90  (feet) COMP
 DP1851  MODELED GRAVITY -    980,459.4   (mgal)                       NAVD 88
 DP1851
 DP1851  VERT ORDER      -  SECOND    CLASS I
 DP1851
 DP1851.The horizontal coordinates were established by autonomous hand held GPS
 DP1851.observations and have an estimated accuracy of +/- 10 meters.
 DP1851
 DP1851.The orthometric height was determined by differential leveling and
 DP1851.adjusted by the NATIONAL GEODETIC SURVEY
 DP1851.in February 2017.
 DP1851
 DP1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1851.GEOID18 height accuracy estimate available here.
 DP1851
 DP1851.Click photographs - Photos may exist for this station.
 DP1851
 DP1851.The dynamic height is computed by dividing the NAVD 88
 DP1851.geopotential number by the normal gravity value computed on the
 DP1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1851.degrees latitude (g = 980.6199 gals.).
 DP1851
 DP1851.The modeled gravity was interpolated from observed gravity values.
 DP1851
 DP1851;                    North         East    Units  Estimated Accuracy
 DP1851;SPC WI C     -   144,819.      666,652.      MT  (+/- 10 meters HH2 GPS)
 DP1851
 DP1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3073300031(NAD 83)
 DP1851
 DP1851                          SUPERSEDED SURVEY CONTROL
 DP1851
 DP1851  NAVD 88 (03/19/14)  451.764  (m)         1482.16   (f) SUPERSEDED  2 1
 DP1851
 DP1851.Superseded values are not recommended for survey control.
 DP1851
 DP1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1851.See file dsdata.pdf to determine how the superseded data were derived.
 DP1851
 DP1851_MARKER: DD = SURVEY DISK
 DP1851_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1851_SP_SET: ABUTMENT
 DP1851_STAMPING: 6V27 2012
 DP1851_MARK LOGO: WIDT
 DP1851_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1851+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2013
 DP1851
 DP1851  HISTORY     - Date     Condition        Report By
 DP1851  HISTORY     - 2012     MONUMENTED       WIDT
 DP1851  HISTORY     - 20130712 GOOD             WIDT
 DP1851
 DP1851                          STATION DESCRIPTION
 DP1851
 DP1851'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1851'THE STATION IS LOCATED IN THE CITY OF ANTIGO, APPROXIMATELY 26.0 MI
 DP1851'(41.8 KM) EAST OF MERRILL AND 6.8 MI (10.9 KM) SOUTH OF DEERBROOK.
 DP1851'
 DP1851'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1851'HIGHWAY 47 (SUPERIOR STREET) WITH COUNTY HIGHWAY F (FIFTH AVENUE),
 DP1851'LOCATED IN THE CITY OF ANTIGO, GO SOUTH ON U.S. HIGHWAY 45 AND STATE
 DP1851'HIGHWAY 47 (SUPERIOR STREET) FOR 0.5 MI (0.8 KM) TO A BRIDGE OVER
 DP1851'SPRING BROOK AND THE STATION ON THE RIGHT.
 DP1851'
 DP1851'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1851'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DP1851'OF THE WEST ABUTMENT OF A BRIDGE OVER SPRING BROOK, ABOUT LEVEL WITH
 DP1851'THE HIGHWAY PAVEMENT.  THE STATION IS 11 M (36.1 FT) WEST OF THE
 DP1851'CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY 47 (SUPERIOR STREET),
 DP1851'3.8 M (12.5 FT) SOUTH OF THE NORTH END OF A STEEL GUARDRAIL, 0.7 M
 DP1851'(2.3 FT) EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS POST AND SIGN
 DP1851'-TENTH AVENUE- AND 0.4 M (1.3 FT) WEST OF A STEEL GUARDRAIL.
 DP1851'
 DP1851'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1851'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED SIGN TO THE WEST
 DP1851'EXTENDING TO 40 DEGREES ABOVE THE HORIZON, A LIGHT POLE TO THE SOUTH
 DP1851'EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND A PINE TREE TO THE
 DP1851'EAST-NORTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1748 ***********************************************************************
 DP1748  DESIGNATION -  6V28
 DP1748  PID         -  DP1748
 DP1748  STATE/COUNTY-  WI/LANGLADE
 DP1748  COUNTRY     -  US
 DP1748  USGS QUAD   -  ANTIGO (2018)
 DP1748
 DP1748                         *CURRENT SURVEY CONTROL
 DP1748  ______________________________________________________________________
 DP1748* NAD 83(1986) POSITION- 45 09 44.1    (N) 089 08 57.0    (W)   HD_HELD2
 DP1748* NAVD 88 ORTHO HEIGHT -   460.805 (meters)     1511.82  (feet) ADJUSTED
 DP1748  ______________________________________________________________________
 DP1748  GEOID HEIGHT    -        -34.675 (meters)                     GEOID18
 DP1748  DYNAMIC HEIGHT  -        460.740 (meters)     1511.61  (feet) COMP
 DP1748  MODELED GRAVITY -    980,461.8   (mgal)                       NAVD 88
 DP1748
 DP1748  VERT ORDER      -  SECOND    CLASS I
 DP1748
 DP1748.The horizontal coordinates were established by autonomous hand held GPS
 DP1748.observations and have an estimated accuracy of +/- 10 meters.
 DP1748
 DP1748.The orthometric height was determined by differential leveling and
 DP1748.adjusted by the NATIONAL GEODETIC SURVEY
 DP1748.in February 2017.
 DP1748
 DP1748.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1748.GEOID18 height accuracy estimate available here.
 DP1748
 DP1748.Click photographs - Photos may exist for this station.
 DP1748
 DP1748.The dynamic height is computed by dividing the NAVD 88
 DP1748.geopotential number by the normal gravity value computed on the
 DP1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1748.degrees latitude (g = 980.6199 gals.).
 DP1748
 DP1748.The modeled gravity was interpolated from observed gravity values.
 DP1748
 DP1748;                    North         East    Units  Estimated Accuracy
 DP1748;SPC WI C     -   148,020.      666,892.      MT  (+/- 10 meters HH2 GPS)
 DP1748
 DP1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3109103221(NAD 83)
 DP1748
 DP1748                          SUPERSEDED SURVEY CONTROL
 DP1748
 DP1748  NAVD 88 (03/19/14)  460.823  (m)         1511.88   (f) SUPERSEDED  2 1
 DP1748
 DP1748.Superseded values are not recommended for survey control.
 DP1748
 DP1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1748.See file dsdata.pdf to determine how the superseded data were derived.
 DP1748
 DP1748_MARKER: DD = SURVEY DISK
 DP1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1748_STAMPING: 6V28 2012
 DP1748_MARK LOGO: WIDT
 DP1748_PROJECTION: FLUSH
 DP1748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1748+STABILITY: SURFACE MOTION
 DP1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1748+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 DP1748
 DP1748  HISTORY     - Date     Condition        Report By
 DP1748  HISTORY     - 2012     MONUMENTED       WIDT
 DP1748  HISTORY     - 20130715 GOOD             WIDT
 DP1748  HISTORY     - 20140623 GOOD             WIDT
 DP1748
 DP1748                          STATION DESCRIPTION
 DP1748
 DP1748'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1748'THE STATION IS 6.5 MI (10.5 KM) SOUTHWEST OF BRYANT, 4.8 MI (7.7 KM)
 DP1748'SOUTH OF DEERBROOK AND LOCATED ON THE NORTH SIDE OF THE CITY OF
 DP1748'ANTIGO.
 DP1748'
 DP1748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1748'HIGHWAY 47 WITH STATE HIGHWAY 64 ON THE NORTH SIDE OF THE CITY OF
 DP1748'ANTIGO, GO WEST ON STATE HIGHWAY 64 FOR 0.05 MI (0.1 KM) TO THE
 DP1748'STATION ON THE RIGHT.
 DP1748'
 DP1748'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1748'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1748'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND ABOUT 0.2 M (0.7
 DP1748'FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M (34.1 FT)
 DP1748'NORTH OF THE CENTERLINE OF STATE HIGHWAY 64, 53.3 M (174.9 FT) WEST OF
 DP1748'THE WEST PAVEMENT EDGE OF U.S. HIGHWAY 45 AND STATE HIGHWAY 47, 34.4 M
 DP1748'(112.9 FT) WEST-SOUTHWEST OF POWER POLE NUMBER 26EE23, 25 M (82.0 FT)
 DP1748'EAST OF THE CENTERLINE OF A DRIVEWAY NORTH TO AN INDUSTRIAL BUILDING
 DP1748'AND 0.3 M (1.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DP1748'
 DP1748'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1748'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER POLES TO THE SOUTHEAST AND
 DP1748'EAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND A BUILDING TO THE
 DP1748'SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DP1748
 DP1748                          STATION RECOVERY (2014)
 DP1748
 DP1748'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DP1748'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1747 ***********************************************************************
 DP1747  DESIGNATION -  6V29
 DP1747  PID         -  DP1747
 DP1747  STATE/COUNTY-  WI/LANGLADE
 DP1747  COUNTRY     -  US
 DP1747  USGS QUAD   -  ANTIGO (2018)
 DP1747
 DP1747                         *CURRENT SURVEY CONTROL
 DP1747  ______________________________________________________________________
 DP1747* NAD 83(1986) POSITION- 45 12 54.3    (N) 089 10 01.9    (W)   HD_HELD2
 DP1747* NAVD 88 ORTHO HEIGHT -   466.639 (meters)     1530.96  (feet) ADJUSTED
 DP1747  ______________________________________________________________________
 DP1747  GEOID HEIGHT    -        -34.398 (meters)                     GEOID18
 DP1747  DYNAMIC HEIGHT  -        466.578 (meters)     1530.76  (feet) COMP
 DP1747  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 DP1747
 DP1747  VERT ORDER      -  SECOND    CLASS I
 DP1747
 DP1747.The horizontal coordinates were established by autonomous hand held GPS
 DP1747.observations and have an estimated accuracy of +/- 10 meters.
 DP1747
 DP1747.The orthometric height was determined by differential leveling and
 DP1747.adjusted by the NATIONAL GEODETIC SURVEY
 DP1747.in February 2017.
 DP1747
 DP1747.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1747.GEOID18 height accuracy estimate available here.
 DP1747
 DP1747.Click photographs - Photos may exist for this station.
 DP1747
 DP1747.The dynamic height is computed by dividing the NAVD 88
 DP1747.geopotential number by the normal gravity value computed on the
 DP1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1747.degrees latitude (g = 980.6199 gals.).
 DP1747
 DP1747.The modeled gravity was interpolated from observed gravity values.
 DP1747
 DP1747;                    North         East    Units  Estimated Accuracy
 DP1747;SPC WI C     -   153,876.      665,414.      MT  (+/- 10 meters HH2 GPS)
 DP1747
 DP1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2983209128(NAD 83)
 DP1747
 DP1747                          SUPERSEDED SURVEY CONTROL
 DP1747
 DP1747  NAVD 88 (03/19/14)  466.659  (m)         1531.03   (f) SUPERSEDED  2 1
 DP1747
 DP1747.Superseded values are not recommended for survey control.
 DP1747
 DP1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1747.See file dsdata.pdf to determine how the superseded data were derived.
 DP1747
 DP1747_MARKER: DD = SURVEY DISK
 DP1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1747_STAMPING: 6V29 2012
 DP1747_MARK LOGO: WIDT
 DP1747_PROJECTION: FLUSH
 DP1747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1747+STABILITY: SURFACE MOTION
 DP1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1747+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 DP1747
 DP1747  HISTORY     - Date     Condition        Report By
 DP1747  HISTORY     - 2012     MONUMENTED       WIDT
 DP1747  HISTORY     - 20130716 GOOD             WIDT
 DP1747
 DP1747                          STATION DESCRIPTION
 DP1747
 DP1747'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1747'THE STATION IS LOCATED APPROXIMATELY 7.0 MI (11.3 KM) WEST OF BRYANT,
 DP1747'5.2 MI (8.4 KM) NORTH-NORTHWEST OF ANTIGO AND 1.4 MI (2.3 KM)
 DP1747'SOUTHWEST OF DEERBROOK.
 DP1747'
 DP1747'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1747'HIGHWAY 47 WITH COUNTY HIGHWAY C, LOCATED APPROXIMATELY 0.25 MI (0.4
 DP1747'KM) EAST OF THE COMMUNITY OF DEERBROOK, GO WEST ON COUNTY HIGHWAY C
 DP1747'FOR 0.85 MI (1.4 KM) TO COUNTY HIGHWAY B.  TURN LEFT AND GO SOUTH ON
 DP1747'COUNTY HIGHWAY B FOR 0.85 MI (1.4 KM) TO A LEFT CURVE IN THE HIGHWAY
 DP1747'AND ANGLE ROAD STRAIGHT AHEAD, KEEP RIGHT AND CONTINUE SOUTH ON ANGLE
 DP1747'ROAD FOR 0.45 MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DP1747'
 DP1747'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1747'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1747'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1747'M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 8.5 M
 DP1747'(27.9 FT) WEST OF THE CENTERLINE OF ANGLE ROAD, 50.0 M (164.0 FT)
 DP1747'NORTH OF POWER POLE NUMBER 3211 31W15, 7.6 M (24.9 FT) NORTH OF THE
 DP1747'CENTERLINE OF A GRAVEL FIELD ENTRANCE AND LOCATED IN THE CENTER OF A
 DP1747'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1747'
 DP1747'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1747'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES NEARLY DIRECTLY
 DP1747'OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1746 ***********************************************************************
 DP1746  DESIGNATION -  6V30
 DP1746  PID         -  DP1746
 DP1746  STATE/COUNTY-  WI/LANGLADE
 DP1746  COUNTRY     -  US
 DP1746  USGS QUAD   -  ANTIGO (2018)
 DP1746
 DP1746                         *CURRENT SURVEY CONTROL
 DP1746  ______________________________________________________________________
 DP1746* NAD 83(1986) POSITION- 45 14 02.1    (N) 089 09 32.9    (W)   HD_HELD2
 DP1746* NAVD 88 ORTHO HEIGHT -   465.904 (meters)     1528.55  (feet) ADJUSTED
 DP1746  ______________________________________________________________________
 DP1746  GEOID HEIGHT    -        -34.345 (meters)                     GEOID18
 DP1746  DYNAMIC HEIGHT  -        465.843 (meters)     1528.35  (feet) COMP
 DP1746  MODELED GRAVITY -    980,470.1   (mgal)                       NAVD 88
 DP1746
 DP1746  VERT ORDER      -  SECOND    CLASS I
 DP1746
 DP1746.The horizontal coordinates were established by autonomous hand held GPS
 DP1746.observations and have an estimated accuracy of +/- 10 meters.
 DP1746
 DP1746.The orthometric height was determined by differential leveling and
 DP1746.adjusted by the NATIONAL GEODETIC SURVEY
 DP1746.in February 2017.
 DP1746
 DP1746.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1746.GEOID18 height accuracy estimate available here.
 DP1746
 DP1746.Click photographs - Photos may exist for this station.
 DP1746
 DP1746.The dynamic height is computed by dividing the NAVD 88
 DP1746.geopotential number by the normal gravity value computed on the
 DP1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1746.degrees latitude (g = 980.6199 gals.).
 DP1746
 DP1746.The modeled gravity was interpolated from observed gravity values.
 DP1746
 DP1746;                    North         East    Units  Estimated Accuracy
 DP1746;SPC WI C     -   155,976.      666,025.      MT  (+/- 10 meters HH2 GPS)
 DP1746
 DP1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3052011203(NAD 83)
 DP1746
 DP1746                          SUPERSEDED SURVEY CONTROL
 DP1746
 DP1746  NAVD 88 (03/19/14)  465.925  (m)         1528.62   (f) SUPERSEDED  2 1
 DP1746
 DP1746.Superseded values are not recommended for survey control.
 DP1746
 DP1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1746.See file dsdata.pdf to determine how the superseded data were derived.
 DP1746
 DP1746_MARKER: DD = SURVEY DISK
 DP1746_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1746_SP_SET: ABUTMENT
 DP1746_STAMPING: 6V30 2012
 DP1746_MARK LOGO: WIDT
 DP1746_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1746+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 DP1746
 DP1746  HISTORY     - Date     Condition        Report By
 DP1746  HISTORY     - 2012     MONUMENTED       WIDT
 DP1746  HISTORY     - 20130716 GOOD             WIDT
 DP1746
 DP1746                          STATION DESCRIPTION
 DP1746
 DP1746'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1746'THE STATION IS LOCATED APPROXIMATELY 6.2 MI (10.0 KM) NORTH OF ANTIGO,
 DP1746'3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF KEMPSTER AND JUST WEST OF THE
 DP1746'COMMUNITY OF DEERBROOK.
 DP1746'
 DP1746'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1746'HIGHWAY 47 WITH COUNTY HIGHWAY C, LOCATED 6.2 MI (10.0 KM) NORTH OF
 DP1746'THE CITY OF ANTIGO, GO WEST ON COUNTY HIGHWAY C FOR 0.3 MI (0.5 KM) TO
 DP1746'COUNTY HIGHWAY EAST ON THE LEFT.  CONTINUE WEST ON COUNTY HIGHWAY C
 DP1746'FOR 0.15 MI (0.2 KM) TO A BRIDGE OVER THE EAST BRANCH OF THE EAU
 DP1746'CLAIRE RIVER AND THE STATION ON THE LEFT.
 DP1746'
 DP1746'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1746'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DP1746'OF THE WEST ABUTMENT OF A BRIDGE B-34-12-82, APPROXIMATELY 0.3 M (1.0
 DP1746'FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 32.8 M (107.6 FT)
 DP1746'EAST OF THE WEST END OF THE SOUTH GUARDRAIL, 32.2 M (105.6 FT)
 DP1746'EAST-NORTHEAST OF A POWER POLE -3211 30E4-, 0.5 M (1.6 FT) SOUTH OF
 DP1746'THE GUARDRAIL AND 0.5 M (1.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DP1746'NOTE-THIS STATION IS OBSTRUCTED BY A TREE TO THE SOUTHEAST EXTENDING
 DP1746'TO 30 DEGREES ABOVE THE HORIZON AND A TREE TO THE WEST EXTENDING TO 20
 DP1746'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1745 ***********************************************************************
 DP1745  DESIGNATION -  6V31
 DP1745  PID         -  DP1745
 DP1745  STATE/COUNTY-  WI/LANGLADE
 DP1745  COUNTRY     -  US
 DP1745  USGS QUAD   -  KEMPSTER (2018)
 DP1745
 DP1745                         *CURRENT SURVEY CONTROL
 DP1745  ______________________________________________________________________
 DP1745* NAD 83(1986) POSITION- 45 15 19.2    (N) 089 09 02.2    (W)   HD_HELD2
 DP1745* NAVD 88 ORTHO HEIGHT -   474.667 (meters)     1557.30  (feet) ADJUSTED
 DP1745  ______________________________________________________________________
 DP1745  GEOID HEIGHT    -        -34.284 (meters)                     GEOID18
 DP1745  DYNAMIC HEIGHT  -        474.604 (meters)     1557.10  (feet) COMP
 DP1745  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 DP1745
 DP1745  VERT ORDER      -  SECOND    CLASS I
 DP1745
 DP1745.The horizontal coordinates were established by autonomous hand held GPS
 DP1745.observations and have an estimated accuracy of +/- 10 meters.
 DP1745
 DP1745.The orthometric height was determined by differential leveling and
 DP1745.adjusted by the NATIONAL GEODETIC SURVEY
 DP1745.in February 2017.
 DP1745
 DP1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1745.GEOID18 height accuracy estimate available here.
 DP1745
 DP1745.Click photographs - Photos may exist for this station.
 DP1745
 DP1745.The dynamic height is computed by dividing the NAVD 88
 DP1745.geopotential number by the normal gravity value computed on the
 DP1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1745.degrees latitude (g = 980.6199 gals.).
 DP1745
 DP1745.The modeled gravity was interpolated from observed gravity values.
 DP1745
 DP1745;                    North         East    Units  Estimated Accuracy
 DP1745;SPC WI C     -   158,363.      666,670.      MT  (+/- 10 meters HH2 GPS)
 DP1745
 DP1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3125313565(NAD 83)
 DP1745
 DP1745                          SUPERSEDED SURVEY CONTROL
 DP1745
 DP1745  NAVD 88 (03/19/14)  474.688  (m)         1557.37   (f) SUPERSEDED  2 1
 DP1745
 DP1745.Superseded values are not recommended for survey control.
 DP1745
 DP1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1745.See file dsdata.pdf to determine how the superseded data were derived.
 DP1745
 DP1745_MARKER: DD = SURVEY DISK
 DP1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1745_STAMPING: 6V31 2012
 DP1745_MARK LOGO: WIDT
 DP1745_PROJECTION: FLUSH
 DP1745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1745+STABILITY: SURFACE MOTION
 DP1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1745+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2013
 DP1745
 DP1745  HISTORY     - Date     Condition        Report By
 DP1745  HISTORY     - 2012     MONUMENTED       WIDT
 DP1745  HISTORY     - 20130717 GOOD             WIDT
 DP1745
 DP1745                          STATION DESCRIPTION
 DP1745
 DP1745'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1745'THE STATION IS LOCATED APPROXIMATELY 7.0 MI (11.3 KM) NORTHWEST OF
 DP1745'BRYANT, 2.5 MI (4.0 KM) SOUTH-SOUTHEAST OF KEMPSTER AND 1.5 MI (2.4
 DP1745'KM) NORTH-NORTHEAST OF DEERBROOK.
 DP1745'
 DP1745'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1745'HIGHWAY 45 WITH COUNTY HIGHWAY V, LOCATED APPROXIMATELY 1.6 MI (2.6
 DP1745'KM) SOUTHEAST OF THE VILLAGE OF KEMPSTER, GO SOUTH ON U.S. HIGHWAY 45
 DP1745'AND STATE HIGHWAY 47 FOR 1.0 MI (1.6 KM) TO BRANCH ROAD ON THE LEFT
 DP1745'AND THE STATION ON THE LEFT.
 DP1745'
 DP1745'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1745'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1745'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.8
 DP1745'M (2.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 12.5 M
 DP1745'(41.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY
 DP1745'47, 60.0 M (196.9 FT) SOUTH OF THE CENTERLINE OF BRANCH ROAD AND
 DP1745'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP1745'WITNESS POSTS.
 DP1745'
 DP1745'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1745'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1712 ***********************************************************************
 DP1712  DESIGNATION -  6V32
 DP1712  PID         -  DP1712
 DP1712  STATE/COUNTY-  WI/LANGLADE
 DP1712  COUNTRY     -  US
 DP1712  USGS QUAD   -  KEMPSTER (2018)
 DP1712
 DP1712                         *CURRENT SURVEY CONTROL
 DP1712  ______________________________________________________________________
 DP1712* NAD 83(1986) POSITION- 45 20 03.1    (N) 089 08 55.2    (W)   HD_HELD2
 DP1712* NAVD 88 ORTHO HEIGHT -   514.133 (meters)     1686.78  (feet) ADJUSTED
 DP1712  ______________________________________________________________________
 DP1712  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 DP1712  DYNAMIC HEIGHT  -        514.071 (meters)     1686.58  (feet) COMP
 DP1712  MODELED GRAVITY -    980,479.5   (mgal)                       NAVD 88
 DP1712
 DP1712  VERT ORDER      -  SECOND    CLASS I
 DP1712
 DP1712.The horizontal coordinates were established by autonomous hand held GPS
 DP1712.observations and have an estimated accuracy of +/- 10 meters.
 DP1712
 DP1712.The orthometric height was determined by differential leveling and
 DP1712.adjusted by the NATIONAL GEODETIC SURVEY
 DP1712.in February 2017.
 DP1712
 DP1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1712.GEOID18 height accuracy estimate available here.
 DP1712
 DP1712.Click photographs - Photos may exist for this station.
 DP1712
 DP1712.The dynamic height is computed by dividing the NAVD 88
 DP1712.geopotential number by the normal gravity value computed on the
 DP1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1712.degrees latitude (g = 980.6199 gals.).
 DP1712
 DP1712.The modeled gravity was interpolated from observed gravity values.
 DP1712
 DP1712;                    North         East    Units  Estimated Accuracy
 DP1712;SPC WI C     -   167,128.      666,731.      MT  (+/- 10 meters HH2 GPS)
 DP1712
 DP1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3163922322(NAD 83)
 DP1712
 DP1712                          SUPERSEDED SURVEY CONTROL
 DP1712
 DP1712  NAVD 88 (03/19/14)  514.159  (m)         1686.87   (f) SUPERSEDED  2 1
 DP1712
 DP1712.Superseded values are not recommended for survey control.
 DP1712
 DP1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1712.See file dsdata.pdf to determine how the superseded data were derived.
 DP1712
 DP1712_MARKER: DD = SURVEY DISK
 DP1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1712_STAMPING: 6V32 2012
 DP1712_MARK LOGO: WIDT
 DP1712_PROJECTION: FLUSH
 DP1712_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1712+STABILITY: SURFACE MOTION
 DP1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1712+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2013
 DP1712
 DP1712  HISTORY     - Date     Condition        Report By
 DP1712  HISTORY     - 2012     MONUMENTED       WIDT
 DP1712  HISTORY     - 20130813 GOOD             WIDT
 DP1712
 DP1712                          STATION DESCRIPTION
 DP1712
 DP1712'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1712'THE STATION IS LOCATED APPROXIMATELY 6.7 MI (10.8 KM) WEST-SOUTHWEST
 DP1712'OF PEARSON, 3.8 MI (6.1 KM) SOUTHEAST OF SUMMIT LAKE, 3.2 MI (5.1 KM)
 DP1712'NORTH-NORTHEAST OF KEMPSTER.
 DP1712'
 DP1712'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1712'HIGHWAY J EAST ABOUT 13 MI (20.9 KM) NORTH OF THE CITY OF ANTIGO, GO
 DP1712'SOUTH ON U.S. HIGHWAY 45 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 DP1712'LEFT.
 DP1712'
 DP1712'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1712'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1712'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.4
 DP1712'M (1.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 16.5 M
 DP1712'(54.1 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45, 10.7 M (35.1 FT)
 DP1712'SOUTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY N8455, 9.1 M (29.9 FT)
 DP1712'SOUTH OF THE EXTENDED CENTERLINE OF A PRIVATE DRIVEWAY N8450 AND
 DP1712'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP1712'WITNESS POSTS.
 DP1712'
 DP1712'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1712'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST EXTENDING TO 25
 DP1712'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1714 ***********************************************************************
 DP1714  DESIGNATION -  6V33
 DP1714  PID         -  DP1714
 DP1714  STATE/COUNTY-  WI/LANGLADE
 DP1714  COUNTRY     -  US
 DP1714  USGS QUAD   -  KEMPSTER (2018)
 DP1714
 DP1714                         *CURRENT SURVEY CONTROL
 DP1714  ______________________________________________________________________
 DP1714* NAD 83(1986) POSITION- 45 21 53.09   (N) 089 10 44.50   (W)   HD_HELD1
 DP1714* NAVD 88 ORTHO HEIGHT -   523.157 (meters)     1716.39  (feet) ADJUSTED
 DP1714  ______________________________________________________________________
 DP1714  GEOID HEIGHT    -        -33.768 (meters)                     GEOID18
 DP1714  DYNAMIC HEIGHT  -        523.096 (meters)     1716.19  (feet) COMP
 DP1714  MODELED GRAVITY -    980,483.6   (mgal)                       NAVD 88
 DP1714
 DP1714  VERT ORDER      -  SECOND    CLASS I
 DP1714
 DP1714.The horizontal coordinates were determined by differentially corrected
 DP1714.hand held GPS observations or other comparable positioning techniques
 DP1714.and have an estimated accuracy of +/- 3 meters.
 DP1714
 DP1714.The orthometric height was determined by differential leveling and
 DP1714.adjusted by the NATIONAL GEODETIC SURVEY
 DP1714.in February 2017.
 DP1714
 DP1714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1714.GEOID18 height accuracy estimate available here.
 DP1714
 DP1714.Click photographs - Photos may exist for this station.
 DP1714
 DP1714.The dynamic height is computed by dividing the NAVD 88
 DP1714.geopotential number by the normal gravity value computed on the
 DP1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1714.degrees latitude (g = 980.6199 gals.).
 DP1714
 DP1714.The modeled gravity was interpolated from observed gravity values.
 DP1714
 DP1714;                    North         East    Units  Estimated Accuracy
 DP1714;SPC WI C     -   170,498.8     664,316.5     MT  (+/- 3 meters HH1 GPS) 
 DP1714
 DP1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2935225780(NAD 83)
 DP1714
 DP1714                          SUPERSEDED SURVEY CONTROL
 DP1714
 DP1714  NAVD 88 (03/19/14)  523.186  (m)         1716.49   (f) SUPERSEDED  2 1
 DP1714
 DP1714.Superseded values are not recommended for survey control.
 DP1714
 DP1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1714.See file dsdata.pdf to determine how the superseded data were derived.
 DP1714
 DP1714_MARKER: DD = SURVEY DISK
 DP1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1714_STAMPING: 6V33 2012
 DP1714_MARK LOGO: WIDT
 DP1714_PROJECTION: FLUSH
 DP1714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1714+STABILITY: SURFACE MOTION
 DP1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1714+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2013
 DP1714
 DP1714  HISTORY     - Date     Condition        Report By
 DP1714  HISTORY     - 2012     MONUMENTED       WIDT
 DP1714  HISTORY     - 20130812 GOOD             WIDT
 DP1714
 DP1714                          STATION DESCRIPTION
 DP1714
 DP1714'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1714'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DP1714'U.S. HIGHWAY 45 WITH COUNTY HIGHWAY T EAST, ABOUT 15 MI (24.1 KM)
 DP1714'NORTH OF ANTIGO, 5.2 MI (8.4 KM) NORTH-NORTHWEST OF KEMPSTER AND 1.1
 DP1714'MI (1.8 KM) SOUTHEAST OF SUMMIT LAKE.
 DP1714'
 DP1714'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1714'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1714'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1714'M (2.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 20.1 M
 DP1714'(65.9 FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 45, 79.2 M
 DP1714'(259.8 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY T, 91.5 M
 DP1714'(300.2 FT) NORTHWEST OF A DRIVEWAY NORTH AND LOCATED IN THE CENTER OF
 DP1714'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1714'
 DP1714'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1714'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1715 ***********************************************************************
 DP1715  DESIGNATION -  6V34
 DP1715  PID         -  DP1715
 DP1715  STATE/COUNTY-  WI/LANGLADE
 DP1715  COUNTRY     -  US
 DP1715  USGS QUAD   -  ELCHO (2018)
 DP1715
 DP1715                         *CURRENT SURVEY CONTROL
 DP1715  ______________________________________________________________________
 DP1715* NAD 83(1986) POSITION- 45 22 58.97   (N) 089 12 08.52   (W)   HD_HELD1
 DP1715* NAVD 88 ORTHO HEIGHT -   524.766 (meters)     1721.67  (feet) ADJUSTED
 DP1715  ______________________________________________________________________
 DP1715  GEOID HEIGHT    -        -33.636 (meters)                     GEOID18
 DP1715  DYNAMIC HEIGHT  -        524.705 (meters)     1721.47  (feet) COMP
 DP1715  MODELED GRAVITY -    980,485.0   (mgal)                       NAVD 88
 DP1715
 DP1715  VERT ORDER      -  SECOND    CLASS I
 DP1715
 DP1715.The horizontal coordinates were determined by differentially corrected
 DP1715.hand held GPS observations or other comparable positioning techniques
 DP1715.and have an estimated accuracy of +/- 3 meters.
 DP1715
 DP1715.The orthometric height was determined by differential leveling and
 DP1715.adjusted by the NATIONAL GEODETIC SURVEY
 DP1715.in February 2017.
 DP1715
 DP1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1715.GEOID18 height accuracy estimate available here.
 DP1715
 DP1715.Click photographs - Photos may exist for this station.
 DP1715
 DP1715.The dynamic height is computed by dividing the NAVD 88
 DP1715.geopotential number by the normal gravity value computed on the
 DP1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1715.degrees latitude (g = 980.6199 gals.).
 DP1715
 DP1715.The modeled gravity was interpolated from observed gravity values.
 DP1715
 DP1715;                    North         East    Units  Estimated Accuracy
 DP1715;SPC WI C     -   172,514.3     662,468.1     MT  (+/- 3 meters HH1 GPS) 
 DP1715
 DP1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2758027862(NAD 83)
 DP1715
 DP1715                          SUPERSEDED SURVEY CONTROL
 DP1715
 DP1715  NAVD 88 (03/19/14)  524.797  (m)         1721.77   (f) SUPERSEDED  2 1
 DP1715
 DP1715.Superseded values are not recommended for survey control.
 DP1715
 DP1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1715.See file dsdata.pdf to determine how the superseded data were derived.
 DP1715
 DP1715_MARKER: DD = SURVEY DISK
 DP1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1715_STAMPING: 6V34 2012
 DP1715_MARK LOGO: WIDT
 DP1715_PROJECTION: PROJECTING 3 CENTIMETERS
 DP1715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1715+STABILITY: SURFACE MOTION
 DP1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1715+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2013
 DP1715
 DP1715  HISTORY     - Date     Condition        Report By
 DP1715  HISTORY     - 2012     MONUMENTED       WIDT
 DP1715  HISTORY     - 20130812 GOOD             WIDT
 DP1715
 DP1715                          STATION DESCRIPTION
 DP1715
 DP1715'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1715'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DP1715'U.S. HIGHWAY 45 WITH COUNTY HIGHWAY T WEST, ABOUT 16 MI (25.7 KM)
 DP1715'NORTH OF ANTIGO, 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF ELCHO AND 0.5 MI
 DP1715'(0.8 KM) NORTHWEST OF SUMMIT LAKE.
 DP1715'
 DP1715'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1715'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1715'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 2 M
 DP1715'(6.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 20.4 M (66.9
 DP1715'FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45, 34.1 M (111.9 FT) SOUTH
 DP1715'OF THE CENTERLINE OF COUNTY HIGHWAY T, 24.1 M (79.1 FT)
 DP1715'SOUTH-SOUTHWEST OF POWER POLE NUMBER 3410 35R12 AND LOCATED IN THE
 DP1715'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1715'
 DP1715'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1715'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST AND TO THE
 DP1715'SOUTH EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1716 ***********************************************************************
 DP1716  DESIGNATION -  6V35
 DP1716  PID         -  DP1716
 DP1716  STATE/COUNTY-  WI/LANGLADE
 DP1716  COUNTRY     -  US
 DP1716  USGS QUAD   -  ELCHO (2018)
 DP1716
 DP1716                         *CURRENT SURVEY CONTROL
 DP1716  ______________________________________________________________________
 DP1716* NAD 83(1986) POSITION- 45 24 10.0    (N) 089 11 39.2    (W)   HD_HELD2
 DP1716* NAVD 88 ORTHO HEIGHT -   517.012 (meters)     1696.23  (feet) ADJUSTED
 DP1716  ______________________________________________________________________
 DP1716  GEOID HEIGHT    -        -33.574 (meters)                     GEOID18
 DP1716  DYNAMIC HEIGHT  -        516.954 (meters)     1696.04  (feet) COMP
 DP1716  MODELED GRAVITY -    980,488.0   (mgal)                       NAVD 88
 DP1716
 DP1716  VERT ORDER      -  SECOND    CLASS I
 DP1716
 DP1716.The horizontal coordinates were established by autonomous hand held GPS
 DP1716.observations and have an estimated accuracy of +/- 10 meters.
 DP1716
 DP1716.The orthometric height was determined by differential leveling and
 DP1716.adjusted by the NATIONAL GEODETIC SURVEY
 DP1716.in February 2017.
 DP1716
 DP1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1716.GEOID18 height accuracy estimate available here.
 DP1716
 DP1716.Click photographs - Photos may exist for this station.
 DP1716
 DP1716.The dynamic height is computed by dividing the NAVD 88
 DP1716.geopotential number by the normal gravity value computed on the
 DP1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1716.degrees latitude (g = 980.6199 gals.).
 DP1716
 DP1716.The modeled gravity was interpolated from observed gravity values.
 DP1716
 DP1716;                    North         East    Units  Estimated Accuracy
 DP1716;SPC WI C     -   174,713.      663,084.      MT  (+/- 10 meters HH2 GPS)
 DP1716
 DP1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2827830037(NAD 83)
 DP1716
 DP1716                          SUPERSEDED SURVEY CONTROL
 DP1716
 DP1716  NAVD 88 (03/19/14)  517.045  (m)         1696.34   (f) SUPERSEDED  2 1
 DP1716
 DP1716.Superseded values are not recommended for survey control.
 DP1716
 DP1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1716.See file dsdata.pdf to determine how the superseded data were derived.
 DP1716
 DP1716_MARKER: DD = SURVEY DISK
 DP1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1716_STAMPING: 6V35 2012
 DP1716_MARK LOGO: WIDT
 DP1716_PROJECTION: FLUSH
 DP1716_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1716+STABILITY: SURFACE MOTION
 DP1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1716+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2013
 DP1716
 DP1716  HISTORY     - Date     Condition        Report By
 DP1716  HISTORY     - 2012     MONUMENTED       WIDT
 DP1716  HISTORY     - 20130812 GOOD             WIDT
 DP1716
 DP1716                          STATION DESCRIPTION
 DP1716
 DP1716'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1716'THE STATION IS LOCATED APPROXIMATELY 9.0 MI (14.5 KM) NORTHWEST OF
 DP1716'PEARSON, 2.3 MI (3.7 KM) SOUTH-SOUTHWEST OF ELCHO AND 1.7 MI (2.7 KM)
 DP1716'NORTH OF SUMMIT LAKE.
 DP1716'
 DP1716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1716'HIGHWAY T WEST ABOUT 16 MI (25.7 KM) NORTH OF ANTIGO, GO NORTH ON U.S.
 DP1716'HIGHWAY 45 FOR 1.1 MI (1.8 KM) TO COUNTY HIGHWAY B ON THE LEFT.
 DP1716'CONTINUE NORTH ON U.S. HIGHWAY 45 FOR 0.3 MI (0.5 KM) TO THE STATION
 DP1716'ON THE RIGHT.
 DP1716'
 DP1716'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1716'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1716'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.2
 DP1716'M (0.7 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 15.5 M
 DP1716'(50.9 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45, 7.9 M (25.9 FT)
 DP1716'NORTH OF THE CENTERLINE OF A WOODS ENTRANCE AND LOCATED IN THE CENTER
 DP1716'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1716'
 DP1716'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE EAST EXTENDING
 DP1716'TO 35 DEGREES ABOVE THE HORIZON AND TREES TO THE WEST EXTENDING TO 20
 DP1716'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1687 ***********************************************************************
 DP1687  DESIGNATION -  6V50
 DP1687  PID         -  DP1687
 DP1687  STATE/COUNTY-  WI/LINCOLN
 DP1687  COUNTRY     -  US
 DP1687  USGS QUAD   -  GLEASON (2018)
 DP1687
 DP1687                         *CURRENT SURVEY CONTROL
 DP1687  ______________________________________________________________________
 DP1687* NAD 83(1986) POSITION- 45 18 54.3    (N) 089 28 46.7    (W)   HD_HELD2
 DP1687* NAVD 88 ORTHO HEIGHT -   447.905 (meters)     1469.50  (feet) ADJUSTED
 DP1687  ______________________________________________________________________
 DP1687  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 DP1687  DYNAMIC HEIGHT  -        447.856 (meters)     1469.34  (feet) COMP
 DP1687  MODELED GRAVITY -    980,493.7   (mgal)                       NAVD 88
 DP1687
 DP1687  VERT ORDER      -  SECOND    CLASS I
 DP1687
 DP1687.The horizontal coordinates were established by autonomous hand held GPS
 DP1687.observations and have an estimated accuracy of +/- 10 meters.
 DP1687
 DP1687.The orthometric height was determined by differential leveling and
 DP1687.adjusted by the NATIONAL GEODETIC SURVEY
 DP1687.in February 2017.
 DP1687
 DP1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1687.GEOID18 height accuracy estimate available here.
 DP1687
 DP1687.Click photographs - Photos may exist for this station.
 DP1687
 DP1687.The dynamic height is computed by dividing the NAVD 88
 DP1687.geopotential number by the normal gravity value computed on the
 DP1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1687.degrees latitude (g = 980.6199 gals.).
 DP1687
 DP1687.The modeled gravity was interpolated from observed gravity values.
 DP1687
 DP1687;                    North         East    Units  Estimated Accuracy
 DP1687;SPC WI C     -   164,785.      640,802.      MT  (+/- 10 meters HH2 GPS)
 DP1687
 DP1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0564120944(NAD 83)
 DP1687
 DP1687                          SUPERSEDED SURVEY CONTROL
 DP1687
 DP1687  NAVD 88 (03/19/14)  447.917  (m)         1469.54   (f) SUPERSEDED  2 1
 DP1687
 DP1687.Superseded values are not recommended for survey control.
 DP1687
 DP1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1687.See file dsdata.pdf to determine how the superseded data were derived.
 DP1687
 DP1687_MARKER: DD = SURVEY DISK
 DP1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1687_STAMPING: 6V50 2012
 DP1687_MARK LOGO: WIDT
 DP1687_PROJECTION: FLUSH
 DP1687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1687+STABILITY: SURFACE MOTION
 DP1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1687+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2013
 DP1687
 DP1687  HISTORY     - Date     Condition        Report By
 DP1687  HISTORY     - 2012     MONUMENTED       WIDT
 DP1687  HISTORY     - 20131104 GOOD             WIDT
 DP1687
 DP1687                          STATION DESCRIPTION
 DP1687
 DP1687'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1687'THE STATION IS APPROXIMATELY 22.5 MI (36.2 KM) SOUTH-SOUTHWEST OF
 DP1687'RHINELANDER, 20.3 MI (32.7 KM) NORTHWEST OF ANTIGO AND 13.4 MI (21.6
 DP1687'KM) NORTHEAST OF MERRILL.
 DP1687'
 DP1687'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1687'HIGHWAY CCC, APPROXIMATELY 21.0 MI (33.8 KM) SOUTH OF THE CITY OF
 DP1687'RHINELANDER, GO SOUTH ON STATE HIGHWAY 17 FOR 1.6 MI (2.6 KM) TO
 DP1687'SECOND AVENUE ON THE LEFT AND THE STATION ON THE LEFT.
 DP1687'
 DP1687'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1687'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1687'INCH) DIAMETER CONCRETE POST AND APPROXIMATELY 0.3 M (1.0 FT) HIGHER
 DP1687'THAN THE HIGHWAY PAVEMENT.  THE STATION IS 20.8 M (68.2 FT) SOUTHEAST
 DP1687'OF THE CENTERLINE OF STATE HIGHWAY 17, 20.7 M (67.9 FT) NORTHEAST OF
 DP1687'THE CENTERLINE OF SECOND AVENUE, 32.6 M (107.0 FT) NORTHEAST OF A
 DP1687'POWER POLE -3308 27L27-, 25.7 M (84.3 FT) SOUTHWEST OF A UTILITY
 DP1687'JUNCTION BOX -A 19 3- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DP1687'BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1687'
 DP1687'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1687'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1688 ***********************************************************************
 DP1688  DESIGNATION -  6V51
 DP1688  PID         -  DP1688
 DP1688  STATE/COUNTY-  WI/LINCOLN
 DP1688  COUNTRY     -  US
 DP1688  USGS QUAD   -  GLEASON (2018)
 DP1688
 DP1688                         *CURRENT SURVEY CONTROL
 DP1688  ______________________________________________________________________
 DP1688* NAD 83(1986) POSITION- 45 20 10.40   (N) 089 27 53.68   (W)   HD_HELD1
 DP1688* NAVD 88 ORTHO HEIGHT -   452.158 (meters)     1483.46  (feet) ADJUSTED
 DP1688  ______________________________________________________________________
 DP1688  GEOID HEIGHT    -        -33.230 (meters)                     GEOID18
 DP1688  DYNAMIC HEIGHT  -        452.108 (meters)     1483.29  (feet) COMP
 DP1688  MODELED GRAVITY -    980,492.1   (mgal)                       NAVD 88
 DP1688
 DP1688  VERT ORDER      -  SECOND    CLASS I
 DP1688
 DP1688.The horizontal coordinates were determined by differentially corrected
 DP1688.hand held GPS observations or other comparable positioning techniques
 DP1688.and have an estimated accuracy of +/- 3 meters.
 DP1688
 DP1688.The orthometric height was determined by differential leveling and
 DP1688.adjusted by the NATIONAL GEODETIC SURVEY
 DP1688.in February 2017.
 DP1688
 DP1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1688.GEOID18 height accuracy estimate available here.
 DP1688
 DP1688.Click photographs - Photos may exist for this station.
 DP1688
 DP1688.The dynamic height is computed by dividing the NAVD 88
 DP1688.geopotential number by the normal gravity value computed on the
 DP1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1688.degrees latitude (g = 980.6199 gals.).
 DP1688
 DP1688.The modeled gravity was interpolated from observed gravity values.
 DP1688
 DP1688;                    North         East    Units  Estimated Accuracy
 DP1688;SPC WI C     -   167,141.7     641,941.1     MT  (+/- 3 meters HH1 GPS) 
 DP1688
 DP1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0686723257(NAD 83)
 DP1688
 DP1688                          SUPERSEDED SURVEY CONTROL
 DP1688
 DP1688  NAVD 88 (03/19/14)  452.171  (m)         1483.50   (f) SUPERSEDED  2 1
 DP1688
 DP1688.Superseded values are not recommended for survey control.
 DP1688
 DP1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1688.See file dsdata.pdf to determine how the superseded data were derived.
 DP1688
 DP1688_MARKER: DD = SURVEY DISK
 DP1688_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1688_SP_SET: ABUTMENT
 DP1688_STAMPING: 6V51 2012
 DP1688_MARK LOGO: WIDT
 DP1688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1688+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2013
 DP1688
 DP1688  HISTORY     - Date     Condition        Report By
 DP1688  HISTORY     - 2012     MONUMENTED       WIDT
 DP1688  HISTORY     - 20131104 GOOD             WIDT
 DP1688
 DP1688                          STATION DESCRIPTION
 DP1688
 DP1688'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1688'THE STATION IS LOCATED APPROXIMATELY 13.4 MI (21.6 KM) WEST-SOUTHWEST
 DP1688'OF SUMMIT LAKE, 9.8 MI (15.8 KM) EAST-SOUTHEAST OF IRMA AND 2.4 MI
 DP1688'(3.9 KM) NORTHEAST OF GLEASON.
 DP1688'
 DP1688'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1688'HIGHWAY CCC, IN THE STATE HIGHWAY 17 BRIDGE STRUCTURE WHICH SPANS THE
 DP1688'PRAIRIE RIVER.
 DP1688'
 DP1688'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1688'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DP1688'THE NORTH ABUTMENT OF BRIDGE NUMBER B-35-101-97, APPROXIMATELY LEVEL
 DP1688'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 55 M (180.4 FT) NORTH OF
 DP1688'THE CENTERLINE OF COUNTY HIGHWAY CCC, 6.3 M (20.7 FT) EAST OF THE
 DP1688'CENTERLINE STATE HIGHWAY 17, 45 M (147.6 FT) SOUTH OF THE EXTENDED
 DP1688'CENTERLINE OF DUDLEY ROAD, 1.1 M (3.6 FT) SOUTH OF A WHITE PLASTIC
 DP1688'WITNESS POST AND 0.9 M (3.0 FT) SOUTH OF THE NORTH EDGE OF THE
 DP1688'ABUTMENT.
 DP1688'
 DP1688'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1688'DEGREES EXCEPT FOR PINE TREES TO THE EAST AND TO THE WEST EXTENDING TO
 DP1688'25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1689 ***********************************************************************
 DP1689  DESIGNATION -  6V52
 DP1689  PID         -  DP1689
 DP1689  STATE/COUNTY-  WI/LINCOLN
 DP1689  COUNTRY     -  US
 DP1689  USGS QUAD   -  GLEASON (2018)
 DP1689
 DP1689                         *CURRENT SURVEY CONTROL
 DP1689  ______________________________________________________________________
 DP1689* NAD 83(1986) POSITION- 45 21 55.2    (N) 089 28 00.5    (W)   HD_HELD2
 DP1689* NAVD 88 ORTHO HEIGHT -   466.396 (meters)     1530.17  (feet) ADJUSTED
 DP1689  ______________________________________________________________________
 DP1689  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 DP1689  DYNAMIC HEIGHT  -        466.345 (meters)     1530.00  (feet) COMP
 DP1689  MODELED GRAVITY -    980,491.8   (mgal)                       NAVD 88
 DP1689
 DP1689  VERT ORDER      -  SECOND    CLASS I
 DP1689
 DP1689.The horizontal coordinates were established by autonomous hand held GPS
 DP1689.observations and have an estimated accuracy of +/- 10 meters.
 DP1689
 DP1689.The orthometric height was determined by differential leveling and
 DP1689.adjusted by the NATIONAL GEODETIC SURVEY
 DP1689.in February 2017.
 DP1689
 DP1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1689.GEOID18 height accuracy estimate available here.
 DP1689
 DP1689.Click photographs - Photos may exist for this station.
 DP1689
 DP1689.The dynamic height is computed by dividing the NAVD 88
 DP1689.geopotential number by the normal gravity value computed on the
 DP1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1689.degrees latitude (g = 980.6199 gals.).
 DP1689
 DP1689.The modeled gravity was interpolated from observed gravity values.
 DP1689
 DP1689;                    North         East    Units  Estimated Accuracy
 DP1689;SPC WI C     -   170,376.      641,771.      MT  (+/- 10 meters HH2 GPS)
 DP1689
 DP1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0681826495(NAD 83)
 DP1689
 DP1689                          SUPERSEDED SURVEY CONTROL
 DP1689
 DP1689  NAVD 88 (03/19/14)  466.410  (m)         1530.21   (f) SUPERSEDED  2 1
 DP1689
 DP1689.Superseded values are not recommended for survey control.
 DP1689
 DP1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1689.See file dsdata.pdf to determine how the superseded data were derived.
 DP1689
 DP1689_MARKER: DD = SURVEY DISK
 DP1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1689_STAMPING: 6V52 2012
 DP1689_MARK LOGO: WIDT
 DP1689_PROJECTION: FLUSH
 DP1689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1689+STABILITY: SURFACE MOTION
 DP1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1689+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2013
 DP1689
 DP1689  HISTORY     - Date     Condition        Report By
 DP1689  HISTORY     - 2012     MONUMENTED       WIDT
 DP1689  HISTORY     - 20131104 GOOD             WIDT
 DP1689
 DP1689                          STATION DESCRIPTION
 DP1689
 DP1689'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1689'THE STATION IS APPROXIMATELY 22.0 MI (35.4 KM) SOUTHWEST OF MONICO,
 DP1689'16.7 MI (26.9 KM) NORTHEAST OF MERRILL, 14.4 MI (23.2 KM) SOUTHEAST OF
 DP1689'TOMAHAWK.
 DP1689'
 DP1689'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1689'HIGHWAY CCC, APPROXIMATELY 15.0 MI (24.1 KM) NORTH OF THE CITY OF
 DP1689'MERRILL, GO NORTH ON STATE HIGHWAY 17 FOR 2.0 MI (3.2 KM) TO LAWLESS
 DP1689'LANE ON THE LEFT.  TURN LEFT AND GO WEST ON LAWLESS LANE FOR 235 FT
 DP1689'(71.6 M) TO THE STATION ON THE RIGHT.
 DP1689'
 DP1689'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1689'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1689'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1689'M (1.0 FT) LOWER THAN THE ROAD GRADE.  THE STATION IS 5.1 M (16.7 FT)
 DP1689'NORTH OF THE CENTERLINE OF LAWLESS LANE, 72 M (236.2 FT) WEST OF THE
 DP1689'CENTERLINE OF STATE HIGHWAY 17, 23.5 M (77.1 FT) EAST OF A UTILITY
 DP1689'JUNCTION BOX -LA 41A-, 8.7 M (28.5 FT) SOUTHEAST OF A WOODEN SIGN
 DP1689'-TREE FARM-, 2.1 M (6.9 FT) SOUTH OF A BARBED WIRE FENCE LINE AND IN
 DP1689'THE LOCATED BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP1689'
 DP1689'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1689'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1691 ***********************************************************************
 DP1691  DESIGNATION -  6V53
 DP1691  PID         -  DP1691
 DP1691  STATE/COUNTY-  WI/LINCOLN
 DP1691  COUNTRY     -  US
 DP1691  USGS QUAD   -  PARRISH (2018)
 DP1691
 DP1691                         *CURRENT SURVEY CONTROL
 DP1691  ______________________________________________________________________
 DP1691* NAD 83(1986) POSITION- 45 24 43.0    (N) 089 25 45.7    (W)   HD_HELD2
 DP1691* NAVD 88 ORTHO HEIGHT -   493.787 (meters)     1620.03  (feet) ADJUSTED
 DP1691  ______________________________________________________________________
 DP1691  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 DP1691  DYNAMIC HEIGHT  -        493.734 (meters)     1619.86  (feet) COMP
 DP1691  MODELED GRAVITY -    980,492.8   (mgal)                       NAVD 88
 DP1691
 DP1691  VERT ORDER      -  SECOND    CLASS I
 DP1691
 DP1691.The horizontal coordinates were established by autonomous hand held GPS
 DP1691.observations and have an estimated accuracy of +/- 10 meters.
 DP1691
 DP1691.The orthometric height was determined by differential leveling and
 DP1691.adjusted by the NATIONAL GEODETIC SURVEY
 DP1691.in February 2017.
 DP1691
 DP1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1691.GEOID18 height accuracy estimate available here.
 DP1691
 DP1691.Click photographs - Photos may exist for this station.
 DP1691
 DP1691.The dynamic height is computed by dividing the NAVD 88
 DP1691.geopotential number by the normal gravity value computed on the
 DP1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1691.degrees latitude (g = 980.6199 gals.).
 DP1691
 DP1691.The modeled gravity was interpolated from observed gravity values.
 DP1691
 DP1691;                    North         East    Units  Estimated Accuracy
 DP1691;SPC WI C     -   175,576.      644,668.      MT  (+/- 10 meters HH2 GPS)
 DP1691
 DP1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0990631584(NAD 83)
 DP1691
 DP1691                          SUPERSEDED SURVEY CONTROL
 DP1691
 DP1691  NAVD 88 (03/19/14)  493.803  (m)         1620.09   (f) SUPERSEDED  2 1
 DP1691
 DP1691.Superseded values are not recommended for survey control.
 DP1691
 DP1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1691.See file dsdata.pdf to determine how the superseded data were derived.
 DP1691
 DP1691_MARKER: DD = SURVEY DISK
 DP1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1691_STAMPING: 6V53 2012
 DP1691_MARK LOGO: WIDT
 DP1691_PROJECTION: FLUSH
 DP1691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1691+STABILITY: SURFACE MOTION
 DP1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1691+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2013
 DP1691
 DP1691  HISTORY     - Date     Condition        Report By
 DP1691  HISTORY     - 2012     MONUMENTED       WIDT
 DP1691  HISTORY     - 20131030 GOOD             WIDT
 DP1691
 DP1691                          STATION DESCRIPTION
 DP1691
 DP1691'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1691'THE STATION IS LOCATED APPROXIMATELY 20.1 MI (32.3 KM) NORTHEAST OF
 DP1691'MERRILL, 17.7 MI (28.5 KM) SOUTHWEST OF MONICO AND 14.8 MI (23.8 KM)
 DP1691'EAST-SOUTHEAST OF TOMAHAWK.
 DP1691'
 DP1691'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1691'HIGHWAY Q, APPROXIMATELY 13.9 MI (22.4 KM) SOUTH OF THE CITY OF
 DP1691'RHINELANDER, GO SOUTH ON STATE HIGHWAY 17 FOR 1.2 MI (1.9 KM) TO FIRST
 DP1691'LAKE ROAD.  CONTINUE SOUTHWEST ON STATE HIGHWAY 17 FOR 0.9 MI (1.4 KM)
 DP1691'TO THE STATION ON THE RIGHT.
 DP1691'
 DP1691'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1691'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1691'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1691'M (2.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.1 M
 DP1691'(46.3 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 17, ABOUT 14 M
 DP1691'(45.9 FT) SOUTHEAST OF THE NORTHEAST END OF A STAND OF LARGE PINE
 DP1691'TREES, ABOUT 24 M (78.7 FT) SOUTHWEST OF THE TOP OF A LARGE FLUME THAT
 DP1691'LEADS NORTH DOWN INTO A VALLEY AND LOCATED IN THE CENTER OF A TRIANGLE
 DP1691'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1691'
 DP1691'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE WEST EXTENDING
 DP1691'TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1694 ***********************************************************************
 DP1694  DESIGNATION -  6V54
 DP1694  PID         -  DP1694
 DP1694  STATE/COUNTY-  WI/LINCOLN
 DP1694  COUNTRY     -  US
 DP1694  USGS QUAD   -  PARRISH (2018)
 DP1694
 DP1694                         *CURRENT SURVEY CONTROL
 DP1694  ______________________________________________________________________
 DP1694* NAD 83(1986) POSITION- 45 28 54.2    (N) 089 25 50.5    (W)   HD_HELD2
 DP1694* NAVD 88 ORTHO HEIGHT -   510.215 (meters)     1673.93  (feet) ADJUSTED
 DP1694  ______________________________________________________________________
 DP1694  GEOID HEIGHT    -        -32.599 (meters)                     GEOID18
 DP1694  DYNAMIC HEIGHT  -        510.171 (meters)     1673.79  (feet) COMP
 DP1694  MODELED GRAVITY -    980,513.8   (mgal)                       NAVD 88
 DP1694
 DP1694  VERT ORDER      -  SECOND    CLASS I
 DP1694
 DP1694.The horizontal coordinates were established by autonomous hand held GPS
 DP1694.observations and have an estimated accuracy of +/- 10 meters.
 DP1694
 DP1694.The orthometric height was determined by differential leveling and
 DP1694.adjusted by the NATIONAL GEODETIC SURVEY
 DP1694.in February 2017.
 DP1694
 DP1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1694.GEOID18 height accuracy estimate available here.
 DP1694
 DP1694.Click photographs - Photos may exist for this station.
 DP1694
 DP1694.The dynamic height is computed by dividing the NAVD 88
 DP1694.geopotential number by the normal gravity value computed on the
 DP1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1694.degrees latitude (g = 980.6199 gals.).
 DP1694
 DP1694.The modeled gravity was interpolated from observed gravity values.
 DP1694
 DP1694;                    North         East    Units  Estimated Accuracy
 DP1694;SPC WI C     -   183,330.      644,510.      MT  (+/- 10 meters HH2 GPS)
 DP1694
 DP1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1003739339(NAD 83)
 DP1694
 DP1694                          SUPERSEDED SURVEY CONTROL
 DP1694
 DP1694  NAVD 88 (03/19/14)  510.234  (m)         1673.99   (f) SUPERSEDED  2 1
 DP1694
 DP1694.Superseded values are not recommended for survey control.
 DP1694
 DP1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1694.See file dsdata.pdf to determine how the superseded data were derived.
 DP1694
 DP1694_MARKER: DD = SURVEY DISK
 DP1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1694_STAMPING: 6V54 2012
 DP1694_MARK LOGO: WIDT
 DP1694_PROJECTION: FLUSH
 DP1694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1694+STABILITY: SURFACE MOTION
 DP1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1694+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2013
 DP1694
 DP1694  HISTORY     - Date     Condition        Report By
 DP1694  HISTORY     - 2012     MONUMENTED       WIDT
 DP1694  HISTORY     - 20131029 GOOD             WIDT
 DP1694
 DP1694                          STATION DESCRIPTION
 DP1694
 DP1694'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1694'THE STATION IS LOCATED APPROXIMATELY 15.1 MI (24.3 KM) SOUTHWEST OF
 DP1694'MONICO, 14.3 MI (23.0 KM) EAST OF TOMAHAWK AND 10.7 MI (17.2 KM) SOUTH
 DP1694'OF RHINELANDER.
 DP1694'
 DP1694'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1694'HIGHWAY Q, APPROXIMATELY 14.1 MI (22.7 KM) SOUTH OF THE CITY OF
 DP1694'RHINELANDER, GO NORTH ON STATE HIGHWAY 17 FOR 3.6 MI (5.8 KM) TO
 DP1694'STEFANEZ ROAD ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 17 FOR
 DP1694'0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DP1694'
 DP1694'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1694'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1694'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND ABOUT LEVEL WITH
 DP1694'THE HIGHWAY PAVEMENT.  THE STATION IS 12.7 M (41.7 FT) EAST OF THE
 DP1694'CENTERLINE OF STATE HIGHWAY 17, 36.1 M (118.4 FT) SOUTH OF THE
 DP1694'CENTERLINE OF A DRIVEWAY -N10096-, 32.0 M (105.0 FT) NORTH OF THE
 DP1694'CENTERLINE OF A DRIVEWAY -N10085- AND LOCATED IN THE CENTER OF A
 DP1694'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1694'
 DP1694'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1694'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE EAST EXTENDING
 DP1694'TO 25 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE WEST EXTENDING
 DP1694'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1695 ***********************************************************************
 DP1695  DESIGNATION -  6V55
 DP1695  PID         -  DP1695
 DP1695  STATE/COUNTY-  WI/LINCOLN
 DP1695  COUNTRY     -  US
 DP1695  USGS QUAD   -  LAKE JULIA (2018)
 DP1695
 DP1695                         *CURRENT SURVEY CONTROL
 DP1695  ______________________________________________________________________
 DP1695* NAD 83(1986) POSITION- 45 30 29.88   (N) 089 26 33.95   (W)   HD_HELD1
 DP1695* NAVD 88 ORTHO HEIGHT -   500.009 (meters)     1640.45  (feet) ADJUSTED
 DP1695  ______________________________________________________________________
 DP1695  GEOID HEIGHT    -        -32.429 (meters)                     GEOID18
 DP1695  DYNAMIC HEIGHT  -        499.972 (meters)     1640.32  (feet) COMP
 DP1695  MODELED GRAVITY -    980,527.7   (mgal)                       NAVD 88
 DP1695
 DP1695  VERT ORDER      -  SECOND    CLASS I
 DP1695
 DP1695.The horizontal coordinates were determined by differentially corrected
 DP1695.hand held GPS observations or other comparable positioning techniques
 DP1695.and have an estimated accuracy of +/- 3 meters.
 DP1695
 DP1695.The orthometric height was determined by differential leveling and
 DP1695.adjusted by the NATIONAL GEODETIC SURVEY
 DP1695.in February 2017.
 DP1695
 DP1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1695.GEOID18 height accuracy estimate available here.
 DP1695
 DP1695.Click photographs - Photos may exist for this station.
 DP1695
 DP1695.The dynamic height is computed by dividing the NAVD 88
 DP1695.geopotential number by the normal gravity value computed on the
 DP1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1695.degrees latitude (g = 980.6199 gals.).
 DP1695
 DP1695.The modeled gravity was interpolated from observed gravity values.
 DP1695
 DP1695;                    North         East    Units  Estimated Accuracy
 DP1695;SPC WI C     -   186,277.4     643,545.8     MT  (+/- 3 meters HH1 GPS) 
 DP1695
 DP1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0918342321(NAD 83)
 DP1695
 DP1695                          SUPERSEDED SURVEY CONTROL
 DP1695
 DP1695  NAVD 88 (03/19/14)  500.028  (m)         1640.51   (f) SUPERSEDED  2 1
 DP1695
 DP1695.Superseded values are not recommended for survey control.
 DP1695
 DP1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1695.See file dsdata.pdf to determine how the superseded data were derived.
 DP1695
 DP1695_MARKER: DD = SURVEY DISK
 DP1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1695_STAMPING: 6V55 2012
 DP1695_MARK LOGO: WIDT
 DP1695_PROJECTION: FLUSH
 DP1695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1695+STABILITY: SURFACE MOTION
 DP1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1695+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2013
 DP1695
 DP1695  HISTORY     - Date     Condition        Report By
 DP1695  HISTORY     - 2012     MONUMENTED       WIDT
 DP1695  HISTORY     - 20131029 GOOD             WIDT
 DP1695
 DP1695                          STATION DESCRIPTION
 DP1695
 DP1695'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1695'THE STATION IS APPROXIMATELY 15.5 MI (24.9 KM) WEST-SOUTHWEST OF
 DP1695'MONICO, 12.7 MI (20.4 KM) EAST-NORTHEAST OF TOMAHAWK AND 8.6 MI (13.8
 DP1695'KM) SOUTH-SOUTHWEST OF RHINELANDER.
 DP1695'
 DP1695'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1695'HIGHWAY D, IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 DP1695'
 DP1695'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1695'GEODETIC SURVEY CONTROL DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1695'DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY LEVEL
 DP1695'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.4 M (50.5 FT) WEST OF
 DP1695'THE CENTERLINE OF STATE HIGHWAY 17, 52.5 M (172.2 FT) NORTH OF THE
 DP1695'CENTERLINE OF COUNTY HIGHWAY D, 59.4 M (194.9 FT) NORTHEAST OF A POWER
 DP1695'POLE -3508 24W7- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1695'THREE WHITE PLASTIC WITNESS POSTS.
 DP1695'
 DP1695'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1695'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1696 ***********************************************************************
 DP1696  DESIGNATION -  6V56
 DP1696  PID         -  DP1696
 DP1696  STATE/COUNTY-  WI/LINCOLN
 DP1696  COUNTRY     -  US
 DP1696  USGS QUAD   -  LAKE JULIA (2018)
 DP1696
 DP1696                         *CURRENT SURVEY CONTROL
 DP1696  ______________________________________________________________________
 DP1696* NAD 83(1986) POSITION- 45 32 09.6    (N) 089 26 50.1    (W)   HD_HELD2
 DP1696* NAVD 88 ORTHO HEIGHT -   494.652 (meters)     1622.87  (feet) ADJUSTED
 DP1696  ______________________________________________________________________
 DP1696  GEOID HEIGHT    -        -32.280 (meters)                     GEOID18
 DP1696  DYNAMIC HEIGHT  -        494.622 (meters)     1622.77  (feet) COMP
 DP1696  MODELED GRAVITY -    980,540.0   (mgal)                       NAVD 88
 DP1696
 DP1696  VERT ORDER      -  SECOND    CLASS I
 DP1696
 DP1696.The horizontal coordinates were established by autonomous hand held GPS
 DP1696.observations and have an estimated accuracy of +/- 10 meters.
 DP1696
 DP1696.The orthometric height was determined by differential leveling and
 DP1696.adjusted by the NATIONAL GEODETIC SURVEY
 DP1696.in February 2017.
 DP1696
 DP1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1696.GEOID18 height accuracy estimate available here.
 DP1696
 DP1696.Click photographs - Photos may exist for this station.
 DP1696
 DP1696.The dynamic height is computed by dividing the NAVD 88
 DP1696.geopotential number by the normal gravity value computed on the
 DP1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1696.degrees latitude (g = 980.6199 gals.).
 DP1696
 DP1696.The modeled gravity was interpolated from observed gravity values.
 DP1696
 DP1696;                    North         East    Units  Estimated Accuracy
 DP1696;SPC WI C     -   189,354.      643,174.      MT  (+/- 10 meters HH2 GPS)
 DP1696
 DP1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0892745409(NAD 83)
 DP1696
 DP1696                          SUPERSEDED SURVEY CONTROL
 DP1696
 DP1696  NAVD 88 (03/19/14)  494.672  (m)         1622.94   (f) SUPERSEDED  2 1
 DP1696
 DP1696.Superseded values are not recommended for survey control.
 DP1696
 DP1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1696.See file dsdata.pdf to determine how the superseded data were derived.
 DP1696
 DP1696_MARKER: DD = SURVEY DISK
 DP1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1696_STAMPING: 6V56 2012
 DP1696_MARK LOGO: WIDT
 DP1696_PROJECTION: FLUSH
 DP1696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1696+STABILITY: SURFACE MOTION
 DP1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1696+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2013
 DP1696
 DP1696  HISTORY     - Date     Condition        Report By
 DP1696  HISTORY     - 2012     MONUMENTED       WIDT
 DP1696  HISTORY     - 20131028 GOOD             WIDT
 DP1696
 DP1696                          STATION DESCRIPTION
 DP1696
 DP1696'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1696'THE STATION IS APPROXIMATELY 14.7 MI (23.7 KM) SOUTHWEST OF MONICO,
 DP1696'12.6 MI (20.3 KM) NORTHEAST OF TOMAHAWK AND 7.0 MI (11.3 KM) SOUTH OF
 DP1696'RHINELANDER.
 DP1696'
 DP1696'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 AND STATE
 DP1696'HIGHWAY 47 WITH STATE HIGHWAY 17, GO SOUTH ON STATE HIGHWAY 17 FOR 6.2
 DP1696'MI (10.0 KM) TO THE ROAD ON THE RIGHT.  CONTINUE SOUTH ON STATE
 DP1696'HIGHWAY 17 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DP1696'
 DP1696'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1696'GEODETIC SURVEY CONTROL DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1696'DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP AND APPROXIMATELY LEVEL
 DP1696'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.6 M (38.1 FT) WEST OF
 DP1696'THE CENTERLINE OF STATE HIGHWAY 17, 0.20 MI (0.3 KM) NORTH OF BOWMAN
 DP1696'ROAD, 8 M (26.2 FT) SOUTH OF THE CENTER OF A DRIVEWAY FOR A
 DP1696'RECREATIONAL PARKING AREA AND LOCATED IN THE CENTER OF A TRIANGLE
 DP1696'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1696'
 DP1696'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1696'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE WEST EXTENDING
 DP1696'TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE EAST EXTENDING
 DP1696'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8626 ***********************************************************************
 DP8626  DESIGNATION -  6W33
 DP8626  PID         -  DP8626
 DP8626  STATE/COUNTY-  WI/MENOMINEE
 DP8626  COUNTRY     -  US
 DP8626  USGS QUAD   -  MARKTON (2019)
 DP8626
 DP8626                         *CURRENT SURVEY CONTROL
 DP8626  ______________________________________________________________________
 DP8626* NAD 83(1986) POSITION- 45 01 23.4    (N) 088 37 40.9    (W)   HD_HELD2
 DP8626* NAVD 88 ORTHO HEIGHT -   296.330 (meters)      972.21  (feet) ADJUSTED
 DP8626  ______________________________________________________________________
 DP8626  GEOID HEIGHT    -        -35.893 (meters)                     GEOID18
 DP8626  DYNAMIC HEIGHT  -        296.295 (meters)      972.09  (feet) COMP
 DP8626  MODELED GRAVITY -    980,490.3   (mgal)                       NAVD 88
 DP8626
 DP8626  VERT ORDER      -  SECOND    CLASS I
 DP8626
 DP8626.The horizontal coordinates were established by autonomous hand held GPS
 DP8626.observations and have an estimated accuracy of +/- 10 meters.
 DP8626
 DP8626.The orthometric height was determined by differential leveling and
 DP8626.adjusted by the NATIONAL GEODETIC SURVEY
 DP8626.in February 2017.
 DP8626
 DP8626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8626.GEOID18 height accuracy estimate available here.
 DP8626
 DP8626.Click photographs - Photos may exist for this station.
 DP8626
 DP8626.The dynamic height is computed by dividing the NAVD 88
 DP8626.geopotential number by the normal gravity value computed on the
 DP8626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8626.degrees latitude (g = 980.6199 gals.).
 DP8626
 DP8626.The modeled gravity was interpolated from observed gravity values.
 DP8626
 DP8626;                    North         East    Units  Estimated Accuracy
 DP8626;SPC WI C     -   133,127.      708,121.      MT  (+/- 10 meters HH2 GPS)
 DP8626
 DP8626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7173886813(NAD 83)
 DP8626
 DP8626                          SUPERSEDED SURVEY CONTROL
 DP8626
 DP8626.No superseded survey control is available for this station.
 DP8626
 DP8626_MARKER: DD = SURVEY DISK
 DP8626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8626_STAMPING: 6W33 2013
 DP8626_MARK LOGO: WIDT
 DP8626_PROJECTION: FLUSH
 DP8626_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8626+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2014
 DP8626
 DP8626  HISTORY     - Date     Condition        Report By
 DP8626  HISTORY     - 2013     MONUMENTED       WIDT
 DP8626  HISTORY     - 20140625 GOOD             WIDT
 DP8626
 DP8626                          STATION DESCRIPTION
 DP8626
 DP8626'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8626'THE STATION IS LOCATED APPROXIMATELY 13 MI (20.9 KM) WEST-NORTHWEST OF
 DP8626'SURING, 10 MI (16.1 KM) NORTHEAST OF NEOPIT AND 10 MI (16.1 KM) NORTH
 DP8626'OF KESHENA.
 DP8626'
 DP8626'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8626'HIGHWAY M WEST, APPROXIMATELY 8.5 MI (13.7 KM) NORTH OF KESHENA, GO
 DP8626'NORTH ON STATE HIGHWAY 55 FOR APPROXIMATELY 1.5 MI (2.4 KM) TO DELLS
 DP8626'ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DP8626'
 DP8626'THE STATION IS 6.4 M (21.0 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8626'HIGHWAY 55, 23.0 M (75.5 FT) NORTH OF A -STATE HIGHWAY 55- SIGN POST,
 DP8626'9.9 M (32.5 FT) SOUTHEAST OF A -40 MPH CURVE- SIGN POST AND LOCATED IN
 DP8626'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8626'
 DP8626'NOTE-THIS STATION IS SURROUNDED BY TREES EXTENDING HIGHER THAN 50
 DP8626'DEGREES ABOVE THE HORIZON AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DP8626'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP8626'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP8626'INCH) DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) HIGHER THAN THE
 DP8626'HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8627 ***********************************************************************
 DP8627  DESIGNATION -  6W34
 DP8627  PID         -  DP8627
 DP8627  STATE/COUNTY-  WI/MENOMINEE
 DP8627  COUNTRY     -  US
 DP8627  USGS QUAD   -  MARKTON (2019)
 DP8627
 DP8627                         *CURRENT SURVEY CONTROL
 DP8627  ______________________________________________________________________
 DP8627* NAD 83(1986) POSITION- 45 02 35.9    (N) 088 38 05.0    (W)   HD_HELD2
 DP8627* NAVD 88 ORTHO HEIGHT -   319.687 (meters)     1048.84  (feet) ADJUSTED
 DP8627  ______________________________________________________________________
 DP8627  GEOID HEIGHT    -        -35.849 (meters)                     GEOID18
 DP8627  DYNAMIC HEIGHT  -        319.650 (meters)     1048.72  (feet) COMP
 DP8627  MODELED GRAVITY -    980,490.6   (mgal)                       NAVD 88
 DP8627
 DP8627  VERT ORDER      -  SECOND    CLASS I
 DP8627
 DP8627.The horizontal coordinates were established by autonomous hand held GPS
 DP8627.observations and have an estimated accuracy of +/- 10 meters.
 DP8627
 DP8627.The orthometric height was determined by differential leveling and
 DP8627.adjusted by the NATIONAL GEODETIC SURVEY
 DP8627.in February 2017.
 DP8627
 DP8627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8627.GEOID18 height accuracy estimate available here.
 DP8627
 DP8627.Click photographs - Photos may exist for this station.
 DP8627
 DP8627.The dynamic height is computed by dividing the NAVD 88
 DP8627.geopotential number by the normal gravity value computed on the
 DP8627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8627.degrees latitude (g = 980.6199 gals.).
 DP8627
 DP8627.The modeled gravity was interpolated from observed gravity values.
 DP8627
 DP8627;                    North         East    Units  Estimated Accuracy
 DP8627;SPC WI C     -   135,356.      707,556.      MT  (+/- 10 meters HH2 GPS)
 DP8627
 DP8627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7125589060(NAD 83)
 DP8627
 DP8627                          SUPERSEDED SURVEY CONTROL
 DP8627
 DP8627.No superseded survey control is available for this station.
 DP8627
 DP8627_MARKER: DD = SURVEY DISK
 DP8627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8627_STAMPING: 6W34 2013
 DP8627_MARK LOGO: WIDT
 DP8627_PROJECTION: FLUSH
 DP8627_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8627+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2014
 DP8627
 DP8627  HISTORY     - Date     Condition        Report By
 DP8627  HISTORY     - 2013     MONUMENTED       WIDT
 DP8627  HISTORY     - 20140625 GOOD             WIDT
 DP8627
 DP8627                          STATION DESCRIPTION
 DP8627
 DP8627'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8627'THE STATION IS LOCATED APPROXIMATELY 13 MI (20.9 KM) SOUTHWEST OF
 DP8627'MOUNTAIN, 11 MI (17.7 KM) NORTH OF KESHENA AND 11 MI (17.7 KM)
 DP8627'NORTHEAST OF NEOPIT.
 DP8627'
 DP8627'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8627'HIGHWAY M WEST, APPROXIMATELY 8.5 MI (13.7 KM) NORTH OF KESHENA, GO
 DP8627'NORTH ON HIGHWAY 55 FOR 1.5 MI (2.4 KM) TO DELLS ROAD ON THE LEFT.
 DP8627'CONTINUE NORTH ON STATE HIGHWAY 55 FOR 1.5 MI (2.4 KM) TO THE STATION
 DP8627'ON THE LEFT.
 DP8627'
 DP8627'THE STATION IS 7.0 M (23.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DP8627'55, 83 M (272.3 FT) SOUTH OF A -SLOW VEHICLE TURNOUT AHEAD- SIGN POST,
 DP8627'38.4 M (126.0 FT) NORTH OF A -SLOW VEHICLE TURNOUT AHEAD- SIGN POST
 DP8627'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8627'WITNESS POSTS.
 DP8627'
 DP8627'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 50
 DP8627'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8627'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8627'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.7 M
 DP8627'(2.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8628 ***********************************************************************
 DP8628  DESIGNATION -  6W35
 DP8628  PID         -  DP8628
 DP8628  STATE/COUNTY-  WI/MENOMINEE
 DP8628  COUNTRY     -  US
 DP8628  USGS QUAD   -  FREDENBERG LAKE (2019)
 DP8628
 DP8628                         *CURRENT SURVEY CONTROL
 DP8628  ______________________________________________________________________
 DP8628* NAD 83(1986) POSITION- 45 03 50.4    (N) 088 37 25.8    (W)   HD_HELD2
 DP8628* NAVD 88 ORTHO HEIGHT -   303.480 (meters)      995.67  (feet) ADJUSTED
 DP8628  ______________________________________________________________________
 DP8628  GEOID HEIGHT    -        -35.822 (meters)                     GEOID18
 DP8628  DYNAMIC HEIGHT  -        303.444 (meters)      995.55  (feet) COMP
 DP8628  MODELED GRAVITY -    980,489.4   (mgal)                       NAVD 88
 DP8628
 DP8628  VERT ORDER      -  SECOND    CLASS I
 DP8628
 DP8628.The horizontal coordinates were established by autonomous hand held GPS
 DP8628.observations and have an estimated accuracy of +/- 10 meters.
 DP8628
 DP8628.The orthometric height was determined by differential leveling and
 DP8628.adjusted by the NATIONAL GEODETIC SURVEY
 DP8628.in February 2017.
 DP8628
 DP8628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8628.GEOID18 height accuracy estimate available here.
 DP8628
 DP8628.Click photographs - Photos may exist for this station.
 DP8628
 DP8628.The dynamic height is computed by dividing the NAVD 88
 DP8628.geopotential number by the normal gravity value computed on the
 DP8628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8628.degrees latitude (g = 980.6199 gals.).
 DP8628
 DP8628.The modeled gravity was interpolated from observed gravity values.
 DP8628
 DP8628;                    North         East    Units  Estimated Accuracy
 DP8628;SPC WI C     -   137,670.      708,374.      MT  (+/- 10 meters HH2 GPS)
 DP8628
 DP8628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7215991342(NAD 83)
 DP8628
 DP8628                          SUPERSEDED SURVEY CONTROL
 DP8628
 DP8628.No superseded survey control is available for this station.
 DP8628
 DP8628_MARKER: DD = SURVEY DISK
 DP8628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8628_STAMPING: 6W35 2013
 DP8628_MARK LOGO: WIDT
 DP8628_PROJECTION: FLUSH
 DP8628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8628+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2014
 DP8628
 DP8628  HISTORY     - Date     Condition        Report By
 DP8628  HISTORY     - 2013     MONUMENTED       WIDT
 DP8628  HISTORY     - 20140624 GOOD             WIDT
 DP8628
 DP8628                          STATION DESCRIPTION
 DP8628
 DP8628'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8628'THE STATION IS LOCATED APPROXIMATELY 13 MI (20.9 KM) NORTH OF KESHENA,
 DP8628'12 MI (19.3 KM) NORTHEAST OF NEOPIT AND 11 MI (17.7 KM) SOUTHWEST OF
 DP8628'MOUNTAIN.
 DP8628'
 DP8628'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8628'HIGHWAY M WEST, APPROXIMATELY 8.5 MI (13.7 KM) NORTH OF KESHENA, GO
 DP8628'NORTH ON HIGHWAY 55 FOR 1.5 MI (2.4 KM) TO DELLS ROAD ON THE LEFT.
 DP8628'CONTINUE NORTH ON STATE HIGHWAY 55 FOR 3.0 MI (4.8 KM) TO COUNTY
 DP8628'HIGHWAY B ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8628'
 DP8628'THE STATION IS 10 M (32.8 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DP8628'HIGHWAY 55, 27 M (88.6 FT) EAST OF A -STATE HIGHWAY 55 SOUTH- SIGN
 DP8628'POST, 18 M (59.1 FT) SOUTH OF A -STOP- SIGN POST AND LOCATED IN THE
 DP8628'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8628'
 DP8628'NOTE-THIS STATION IS SURROUNDED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8628'SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN
 DP8628'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8628'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 1 M (3.3
 DP8628'FT) HIGHER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8629 ***********************************************************************
 DP8629  DESIGNATION -  6W36
 DP8629  PID         -  DP8629
 DP8629  STATE/COUNTY-  WI/MENOMINEE
 DP8629  COUNTRY     -  US
 DP8629  USGS QUAD   -  FREDENBERG LAKE (2019)
 DP8629
 DP8629                         *CURRENT SURVEY CONTROL
 DP8629  ______________________________________________________________________
 DP8629* NAD 83(1986) POSITION- 45 05 11.6    (N) 088 37 19.4    (W)   HD_HELD2
 DP8629* NAVD 88 ORTHO HEIGHT -   307.102 (meters)     1007.55  (feet) ADJUSTED
 DP8629  ______________________________________________________________________
 DP8629  GEOID HEIGHT    -        -35.780 (meters)                     GEOID18
 DP8629  DYNAMIC HEIGHT  -        307.065 (meters)     1007.43  (feet) COMP
 DP8629  MODELED GRAVITY -    980,487.5   (mgal)                       NAVD 88
 DP8629
 DP8629  VERT ORDER      -  SECOND    CLASS I
 DP8629
 DP8629.The horizontal coordinates were established by autonomous hand held GPS
 DP8629.observations and have an estimated accuracy of +/- 10 meters.
 DP8629
 DP8629.The orthometric height was determined by differential leveling and
 DP8629.adjusted by the NATIONAL GEODETIC SURVEY
 DP8629.in February 2017.
 DP8629
 DP8629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8629.GEOID18 height accuracy estimate available here.
 DP8629
 DP8629.Click photographs - Photos may exist for this station.
 DP8629
 DP8629.The dynamic height is computed by dividing the NAVD 88
 DP8629.geopotential number by the normal gravity value computed on the
 DP8629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8629.degrees latitude (g = 980.6199 gals.).
 DP8629
 DP8629.The modeled gravity was interpolated from observed gravity values.
 DP8629
 DP8629;                    North         East    Units  Estimated Accuracy
 DP8629;SPC WI C     -   140,178.      708,472.      MT  (+/- 10 meters HH2 GPS)
 DP8629
 DP8629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7234993845(NAD 83)
 DP8629
 DP8629                          SUPERSEDED SURVEY CONTROL
 DP8629
 DP8629.No superseded survey control is available for this station.
 DP8629
 DP8629_MARKER: DD = SURVEY DISK
 DP8629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8629_STAMPING: 6W36 2013
 DP8629_MARK LOGO: WIDT
 DP8629_PROJECTION: FLUSH
 DP8629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8629+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 DP8629
 DP8629  HISTORY     - Date     Condition        Report By
 DP8629  HISTORY     - 2013     MONUMENTED       WIDT
 DP8629  HISTORY     - 20140623 GOOD             WIDT
 DP8629
 DP8629                          STATION DESCRIPTION
 DP8629
 DP8629'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8629'THE STATION IS LOCATED APPROXIMATELY 14 MI (22.5 KM) NORTH OF KESHENA,
 DP8629'13 MI (20.9 KM) NORTHEAST OF NEOPIT AND 10 M (32.8 FT) SOUTHWEST OF
 DP8629'MOUNTAIN.
 DP8629'
 DP8629'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8629'HIGHWAY M WEST, APPROXIMATELY 8.5 MI (13.7 KM) NORTH OF KESHENA, GO
 DP8629'NORTH ON STATE HIGHWAY 55 FOR 4.5 MI (7.2 KM) TO COUNTY HIGHWAY B ON
 DP8629'THE RIGHT. CONTINUE NORTH ON STATE HIGHWAY 55 FOR 1.8 MI (2.9 KM) TO
 DP8629'THE STATION ON THE RIGHT.
 DP8629'
 DP8629'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP8629'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP8629'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DP8629'THE STATION IS 10 M (32.8 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8629'HIGHWAY 55, 156 M (511.8 FT) EAST-SOUTHEAST OF A -40 MPH CURVE- SIGN
 DP8629'POST, 26.2 M (86.0 FT) NORTHWEST OF A -SLOW VEHICLE TURNOUT- SIGN POST
 DP8629'AND 0.3 M (1.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DP8629'
 DP8629'NOTE-THIS STATION IS SURROUNDED BY TREES EXTENDING HIGHER THAN 40
 DP8629'DEGREES ABOVE THE HORIZON AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DP8629'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP8629'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP8629'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8630 ***********************************************************************
 DP8630  DESIGNATION -  6W37
 DP8630  PID         -  DP8630
 DP8630  STATE/COUNTY-  WI/MENOMINEE
 DP8630  COUNTRY     -  US
 DP8630  USGS QUAD   -  MARKTON (2019)
 DP8630
 DP8630                         *CURRENT SURVEY CONTROL
 DP8630  ______________________________________________________________________
 DP8630* NAD 83(1986) POSITION- 45 06 46.3    (N) 088 38 32.9    (W)   HD_HELD2
 DP8630* NAVD 88 ORTHO HEIGHT -   328.542 (meters)     1077.89  (feet) ADJUSTED
 DP8630  ______________________________________________________________________
 DP8630  GEOID HEIGHT    -        -35.697 (meters)                     GEOID18
 DP8630  DYNAMIC HEIGHT  -        328.501 (meters)     1077.76  (feet) COMP
 DP8630  MODELED GRAVITY -    980,483.9   (mgal)                       NAVD 88
 DP8630
 DP8630  VERT ORDER      -  SECOND    CLASS I
 DP8630
 DP8630.The horizontal coordinates were established by autonomous hand held GPS
 DP8630.observations and have an estimated accuracy of +/- 10 meters.
 DP8630
 DP8630.The orthometric height was determined by differential leveling and
 DP8630.adjusted by the NATIONAL GEODETIC SURVEY
 DP8630.in February 2017.
 DP8630
 DP8630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8630.GEOID18 height accuracy estimate available here.
 DP8630
 DP8630.Click photographs - Photos may exist for this station.
 DP8630
 DP8630.The dynamic height is computed by dividing the NAVD 88
 DP8630.geopotential number by the normal gravity value computed on the
 DP8630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8630.degrees latitude (g = 980.6199 gals.).
 DP8630
 DP8630.The modeled gravity was interpolated from observed gravity values.
 DP8630
 DP8630;                    North         East    Units  Estimated Accuracy
 DP8630;SPC WI C     -   143,074.      706,816.      MT  (+/- 10 meters HH2 GPS)
 DP8630
 DP8630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7080296800(NAD 83)
 DP8630
 DP8630                          SUPERSEDED SURVEY CONTROL
 DP8630
 DP8630.No superseded survey control is available for this station.
 DP8630
 DP8630_MARKER: DD = SURVEY DISK
 DP8630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8630_STAMPING: 6W37 2013
 DP8630_MARK LOGO: WIDT
 DP8630_PROJECTION: FLUSH
 DP8630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8630+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 DP8630
 DP8630  HISTORY     - Date     Condition        Report By
 DP8630  HISTORY     - 2013     MONUMENTED       WIDT
 DP8630  HISTORY     - 20140623 GOOD             WIDT
 DP8630
 DP8630                          STATION DESCRIPTION
 DP8630
 DP8630'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8630'THE STATION IS LOCATED APPROXIMATELY 16 MI (25.7 KM) NORTH OF KESHENA,
 DP8630'13 MI (20.9 KM) NORTHEAST OF NEOPIT AND 10 MI (16.1 KM) SOUTHWEST OF
 DP8630'MOUNTAIN.
 DP8630'
 DP8630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8630'HIGHWAY M WEST, APPROXIMATELY 8.5 MI (13.7 KM) NORTH OF KESHENA, GO
 DP8630'NORTH ON STATE HIGHWAY 55 FOR 4.1 MI (6.6 KM) TO COUNTY HIGHWAY B ON
 DP8630'THE RIGHT.  CONTINUE NORTHERLY ON STATE HIGHWAY 55 FOR 3.5 MI (5.6 KM)
 DP8630'TO THE STATION ON THE RIGHT.
 DP8630'
 DP8630'THE STATION IS 9.6 M (31.5 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8630'HIGHWAY 55, 196.5 M (644.7 FT) SOUTHEAST OF A -40 MPH CURVE- SIGN
 DP8630'POST, 36.5 M (119.8 FT) NORTHWEST OF A -SLOW VEHICLE TURNOUT- SIGN
 DP8630'POST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8630'PLASTIC WITNESS POSTS.
 DP8630'
 DP8630'NOTE-THIS STATION IS SURROUNDED BY TREES EXTENDING HIGHER THAN 45
 DP8630'DEGREES ABOVE THE HORIZON AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DP8630'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP8630'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP8630'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8861 ***********************************************************************
 DP8861  DESIGNATION -  6W38
 DP8861  PID         -  DP8861
 DP8861  STATE/COUNTY-  WI/LANGLADE
 DP8861  COUNTRY     -  US
 DP8861  USGS QUAD   -  MARKTON (2019)
 DP8861
 DP8861                         *CURRENT SURVEY CONTROL
 DP8861  ______________________________________________________________________
 DP8861* NAD 83(1986) POSITION- 45 07 07.73   (N) 088 39 41.91   (W)   HD_HELD1
 DP8861* NAVD 88 ORTHO HEIGHT -   333.310 (meters)     1093.53  (feet) ADJUSTED
 DP8861  ______________________________________________________________________
 DP8861  GEOID HEIGHT    -        -35.657 (meters)                     GEOID18
 DP8861  DYNAMIC HEIGHT  -        333.269 (meters)     1093.40  (feet) COMP
 DP8861  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 DP8861
 DP8861  VERT ORDER      -  SECOND    CLASS I
 DP8861
 DP8861.The horizontal coordinates were determined by differentially corrected
 DP8861.hand held GPS observations or other comparable positioning techniques
 DP8861.and have an estimated accuracy of +/- 3 meters.
 DP8861
 DP8861.The orthometric height was determined by differential leveling and
 DP8861.adjusted by the NATIONAL GEODETIC SURVEY
 DP8861.in February 2017.
 DP8861
 DP8861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8861.GEOID18 height accuracy estimate available here.
 DP8861
 DP8861.Click photographs - Photos may exist for this station.
 DP8861
 DP8861.The dynamic height is computed by dividing the NAVD 88
 DP8861.geopotential number by the normal gravity value computed on the
 DP8861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8861.degrees latitude (g = 980.6199 gals.).
 DP8861
 DP8861.The modeled gravity was interpolated from observed gravity values.
 DP8861
 DP8861;                    North         East    Units  Estimated Accuracy
 DP8861;SPC WI C     -   143,710.3     705,296.9     MT  (+/- 3 meters HH1 GPS) 
 DP8861
 DP8861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6930897492(NAD 83)
 DP8861
 DP8861                          SUPERSEDED SURVEY CONTROL
 DP8861
 DP8861.No superseded survey control is available for this station.
 DP8861
 DP8861_MARKER: DD = SURVEY DISK
 DP8861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8861_STAMPING: 6W38 2012
 DP8861_MARK LOGO: WIDT
 DP8861_PROJECTION: FLUSH
 DP8861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8861+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2014
 DP8861
 DP8861  HISTORY     - Date     Condition        Report By
 DP8861  HISTORY     - 2012     MONUMENTED       WIDT
 DP8861  HISTORY     - 20140619 GOOD             WIDT
 DP8861
 DP8861                          STATION DESCRIPTION
 DP8861
 DP8861'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8861'THE STATION IS APPROXIMATELY 10 MI (16.1 KM) SOUTHWEST OF MOUNTAIN, 6
 DP8861'MI (9.7 KM) SOUTHEAST OF LANGLADE AND 6 MI (9.7 KM) EAST-SOUTHEAST OF
 DP8861'WHITE LAKE.
 DP8861'
 DP8861'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8861'HIGHWAY M ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF THE VILLAGE OF LANGLADE,
 DP8861'GO SOUTH ON STATE HIGHWAY 55 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE
 DP8861'RIGHT.
 DP8861'
 DP8861'THE STATION IS 11.4 M (37.4 FT) SOUTHWEST OF THE CENTERLINE STATE
 DP8861'HIGHWAY 55, 13.9 M (45.6 FT) NORTHWEST OF THE SOUTHERNMOST POST FOR A
 DP8861'SIGN -ENTER-, 8.5 M (27.9 FT) NORTHWEST OF THE CENTERLINE OF A PRIVATE
 DP8861'DRIVEWAY -N2580- AND 0.5 M (1.6 FT) NORTHEAST OF A WHITE PLASTIC
 DP8861'WITNESS POST.
 DP8861'
 DP8861'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST AND SOUTHWEST OF
 DP8861'THE STATION EXTENDING TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS
 DP8861'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DP8861'CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER
 DP8861'CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8862 ***********************************************************************
 DP8862  DESIGNATION -  6W39
 DP8862  PID         -  DP8862
 DP8862  STATE/COUNTY-  WI/LANGLADE
 DP8862  COUNTRY     -  US
 DP8862  USGS QUAD   -  LANGLADE (2018)
 DP8862
 DP8862                         *CURRENT SURVEY CONTROL
 DP8862  ______________________________________________________________________
 DP8862* NAD 83(1986) POSITION- 45 07 34.1    (N) 088 39 45.8    (W)   HD_HELD2
 DP8862* NAVD 88 ORTHO HEIGHT -   331.257 (meters)     1086.80  (feet) ADJUSTED
 DP8862  ______________________________________________________________________
 DP8862  GEOID HEIGHT    -        -35.637 (meters)                     GEOID18
 DP8862  DYNAMIC HEIGHT  -        331.216 (meters)     1086.66  (feet) COMP
 DP8862  MODELED GRAVITY -    980,484.6   (mgal)                       NAVD 88
 DP8862
 DP8862  VERT ORDER      -  SECOND    CLASS I
 DP8862
 DP8862.The horizontal coordinates were established by autonomous hand held GPS
 DP8862.observations and have an estimated accuracy of +/- 10 meters.
 DP8862
 DP8862.The orthometric height was determined by differential leveling and
 DP8862.adjusted by the NATIONAL GEODETIC SURVEY
 DP8862.in February 2017.
 DP8862
 DP8862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8862.GEOID18 height accuracy estimate available here.
 DP8862
 DP8862.Click photographs - Photos may exist for this station.
 DP8862
 DP8862.The dynamic height is computed by dividing the NAVD 88
 DP8862.geopotential number by the normal gravity value computed on the
 DP8862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8862.degrees latitude (g = 980.6199 gals.).
 DP8862
 DP8862.The modeled gravity was interpolated from observed gravity values.
 DP8862
 DP8862;                    North         East    Units  Estimated Accuracy
 DP8862;SPC WI C     -   144,523.      705,199.      MT  (+/- 10 meters HH2 GPS)
 DP8862
 DP8862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6923998307(NAD 83)
 DP8862
 DP8862                          SUPERSEDED SURVEY CONTROL
 DP8862
 DP8862.No superseded survey control is available for this station.
 DP8862
 DP8862_MARKER: DD = SURVEY DISK
 DP8862_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8862_SP_SET: BRIDGE ABUTMENT
 DP8862_STAMPING: 6W39 2012
 DP8862_MARK LOGO: WIDT
 DP8862_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8862+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2014
 DP8862
 DP8862  HISTORY     - Date     Condition        Report By
 DP8862  HISTORY     - 2012     MONUMENTED       WIDT
 DP8862  HISTORY     - 20140619 GOOD             WIDT
 DP8862
 DP8862                          STATION DESCRIPTION
 DP8862
 DP8862'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8862'THE STATION IS APPROXIMATELY 17 MI (27.4 KM) NORTH OF KESHENA, 10 MI
 DP8862'(16.1 KM) SOUTHWEST OF MOUNTAIN AND 6 MI (9.7 KM) SOUTHEAST OF
 DP8862'LANGLADE.
 DP8862'
 DP8862'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8862'HIGHWAY M, APPROXIMATELY 5.6 MI (9.0 KM) SOUTHEAST OF THE VILLAGE OF
 DP8862'LANGLADE.
 DP8862'
 DP8862'THE STATION IS 45.0 M (147.6 FT) WEST OF THE CENTERLINE OF STATE
 DP8862'HIGHWAY 55, 5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DP8862'M, 1.6 M (5.2 FT) SOUTH OF A METAL GUARDRAIL, 0.2 M (0.7 FT) NORTHEAST
 DP8862'OF THE EAST END OF A CHAIN LINK FENCE, 0.1 M (0.3 FT) WEST OF EAST END
 DP8862'OF THE BRIDGE ABUTMENT AND 1.2 M (3.9 FT) SOUTHWEST OF A WHITE PLASTIC
 DP8862'WITNESS POST.
 DP8862'
 DP8862'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTHEAST EXTENDING TO
 DP8862'45 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE WEST EXTENDING TO
 DP8862'25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8862'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8862'IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT WALL OF BRIDGE -B 34
 DP8862'14 85- OVER THE WOLF RIVER, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8863 ***********************************************************************
 DP8863  DESIGNATION -  6W40
 DP8863  PID         -  DP8863
 DP8863  STATE/COUNTY-  WI/LANGLADE
 DP8863  COUNTRY     -  US
 DP8863  USGS QUAD   -  LANGLADE (2018)
 DP8863
 DP8863                         *CURRENT SURVEY CONTROL
 DP8863  ______________________________________________________________________
 DP8863* NAD 83(1986) POSITION- 45 08 24.54   (N) 088 40 42.08   (W)   HD_HELD1
 DP8863* NAVD 88 ORTHO HEIGHT -   354.171 (meters)     1161.98  (feet) ADJUSTED
 DP8863  ______________________________________________________________________
 DP8863  GEOID HEIGHT    -        -35.578 (meters)                     GEOID18
 DP8863  DYNAMIC HEIGHT  -        354.128 (meters)     1161.83  (feet) COMP
 DP8863  MODELED GRAVITY -    980,485.8   (mgal)                       NAVD 88
 DP8863
 DP8863  VERT ORDER      -  SECOND    CLASS I
 DP8863
 DP8863.The horizontal coordinates were determined by differentially corrected
 DP8863.hand held GPS observations or other comparable positioning techniques
 DP8863.and have an estimated accuracy of +/- 3 meters.
 DP8863
 DP8863.The orthometric height was determined by differential leveling and
 DP8863.adjusted by the NATIONAL GEODETIC SURVEY
 DP8863.in February 2017.
 DP8863
 DP8863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8863.GEOID18 height accuracy estimate available here.
 DP8863
 DP8863.Click photographs - Photos may exist for this station.
 DP8863
 DP8863.The dynamic height is computed by dividing the NAVD 88
 DP8863.geopotential number by the normal gravity value computed on the
 DP8863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8863.degrees latitude (g = 980.6199 gals.).
 DP8863
 DP8863.The modeled gravity was interpolated from observed gravity values.
 DP8863
 DP8863;                    North         East    Units  Estimated Accuracy
 DP8863;SPC WI C     -   146,059.5     703,943.5     MT  (+/- 3 meters HH1 GPS) 
 DP8863
 DP8863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6804299889(NAD 83)
 DP8863
 DP8863                          SUPERSEDED SURVEY CONTROL
 DP8863
 DP8863.No superseded survey control is available for this station.
 DP8863
 DP8863_MARKER: DD = SURVEY DISK
 DP8863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8863_STAMPING: 6W40 2012
 DP8863_MARK LOGO: WIDT
 DP8863_PROJECTION: FLUSH
 DP8863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8863+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2014
 DP8863
 DP8863  HISTORY     - Date     Condition        Report By
 DP8863  HISTORY     - 2012     MONUMENTED       WIDT
 DP8863  HISTORY     - 20140619 GOOD             WIDT
 DP8863
 DP8863                          STATION DESCRIPTION
 DP8863
 DP8863'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8863'THE STATION IS APPROXIMATELY 11 MI (17.7 KM) SOUTHWEST OF MOUNTAIN, 4
 DP8863'M (13.1 FT) EAST-SOUTHEAST OF WHITE LAKE AND 4 MI (6.4 KM) SOUTHEAST
 DP8863'OF LANGLADE.
 DP8863'
 DP8863'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8863'HIGHWAY M ABOUT 6 MI (9.7 KM) SOUTHEAST OF THE VILLAGE OF LANGLADE, GO
 DP8863'NORTHWEST ON STATE HIGHWAY 55 FOR 0.9 MI (1.4 KM) TO ELST ROAD ON THE
 DP8863'RIGHT.  CONTINUE NORTHWEST ON STATE HIGHWAY 55 FOR 0.4 MI (0.6 KM) TO
 DP8863'THE STATION ON THE RIGHT.
 DP8863'
 DP8863'THE STATION IS 9.5 M (31.2 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8863'HIGHWAY 55, 44.0 M (144.4 FT) NORTHWEST OF THE CENTERLINE OF A
 DP8863'DRIVEWAY TO GRAVEL PIT, 40.2 M (131.9 FT) NORTHWEST OF THE NORTH GATE
 DP8863'POST FOR A GRAVEL PIT DRIVEWAY AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8863'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8863'
 DP8863'NOTE-THIS STATION IS OBSTRUCTED BY A PINE TREE LINE TO THE WEST
 DP8863'EXTENDING TO 55 DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTHEAST
 DP8863'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8863'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8863'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8863'APPROXIMATELY 0.4 M (1.3 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8865 ***********************************************************************
 DP8865  DESIGNATION -  6W41
 DP8865  PID         -  DP8865
 DP8865  STATE/COUNTY-  WI/LANGLADE
 DP8865  COUNTRY     -  US
 DP8865  USGS QUAD   -  LANGLADE (2018)
 DP8865
 DP8865                         *CURRENT SURVEY CONTROL
 DP8865  ______________________________________________________________________
 DP8865* NAD 83(1986) POSITION- 45 10 33.46   (N) 088 43 09.00   (W)   HD_HELD1
 DP8865* NAVD 88 ORTHO HEIGHT -   397.720 (meters)     1304.85  (feet) ADJUSTED
 DP8865  ______________________________________________________________________
 DP8865  GEOID HEIGHT    -        -35.418 (meters)                     GEOID18
 DP8865  DYNAMIC HEIGHT  -        397.672 (meters)     1304.70  (feet) COMP
 DP8865  MODELED GRAVITY -    980,482.7   (mgal)                       NAVD 88
 DP8865
 DP8865  VERT ORDER      -  SECOND    CLASS I
 DP8865
 DP8865.The horizontal coordinates were determined by differentially corrected
 DP8865.hand held GPS observations or other comparable positioning techniques
 DP8865.and have an estimated accuracy of +/- 3 meters.
 DP8865
 DP8865.The orthometric height was determined by differential leveling and
 DP8865.adjusted by the NATIONAL GEODETIC SURVEY
 DP8865.in February 2017.
 DP8865
 DP8865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8865.GEOID18 height accuracy estimate available here.
 DP8865
 DP8865.Click photographs - Photos may exist for this station.
 DP8865
 DP8865.The dynamic height is computed by dividing the NAVD 88
 DP8865.geopotential number by the normal gravity value computed on the
 DP8865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8865.degrees latitude (g = 980.6199 gals.).
 DP8865
 DP8865.The modeled gravity was interpolated from observed gravity values.
 DP8865
 DP8865;                    North         East    Units  Estimated Accuracy
 DP8865;SPC WI C     -   149,987.2     700,671.3     MT  (+/- 3 meters HH1 GPS) 
 DP8865
 DP8865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6491803935(NAD 83)
 DP8865
 DP8865                          SUPERSEDED SURVEY CONTROL
 DP8865
 DP8865.No superseded survey control is available for this station.
 DP8865
 DP8865_MARKER: DD = SURVEY DISK
 DP8865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8865_STAMPING: 6W41 2012
 DP8865_MARK LOGO: WIDT
 DP8865_PROJECTION: FLUSH
 DP8865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8865+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP8865
 DP8865  HISTORY     - Date     Condition        Report By
 DP8865  HISTORY     - 2012     MONUMENTED       WIDT
 DP8865  HISTORY     - 20140618 GOOD             WIDT
 DP8865
 DP8865                          STATION DESCRIPTION
 DP8865
 DP8865'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8865'THE STATION IS APPROXIMATELY 13 MI (20.9 KM) SOUTHWEST OF LAKEWOOD, 3
 DP8865'MI (4.8 KM) NORTHEAST OF WHITE LAKE AND 1 MI (1.6 KM) SOUTHEAST OF
 DP8865'LANGLADE.
 DP8865'
 DP8865'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DP8865'HIGHWAY 55 IN THE VILLAGE OF LANGLADE, GO SOUTHEAST ON STATE HIGHWAY
 DP8865'55 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE LEFT.
 DP8865'
 DP8865'THE STATION IS 120 M (393.7 FT) NORTHWEST OF VAN ALSTINE ROAD, 11.7 M
 DP8865'(38.4 FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 55, 52.3 M
 DP8865'(171.6 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY
 DP8865'-N4102-, 27.5 M (90.2 FT) SOUTHEAST OF THE CORNER FENCE POST FOR A
 DP8865'BARBED WIRE FENCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP8865'THREE WHITE PLASTIC WITNESS POSTS.
 DP8865'
 DP8865'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8865'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8865'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8865'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8865'0.3 M (1.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8809 ***********************************************************************
 DP8809  DESIGNATION -  6W42
 DP8809  PID         -  DP8809
 DP8809  STATE/COUNTY-  WI/LANGLADE
 DP8809  COUNTRY     -  US
 DP8809  USGS QUAD   -  LANGLADE (2018)
 DP8809
 DP8809                         *CURRENT SURVEY CONTROL
 DP8809  ______________________________________________________________________
 DP8809* NAD 83(1986) POSITION- 45 11 08.71   (N) 088 43 50.68   (W)   HD_HELD1
 DP8809* NAVD 88 ORTHO HEIGHT -   384.448 (meters)     1261.31  (feet) ADJUSTED
 DP8809  ______________________________________________________________________
 DP8809  GEOID HEIGHT    -        -35.373 (meters)                     GEOID18
 DP8809  DYNAMIC HEIGHT  -        384.399 (meters)     1261.15  (feet) COMP
 DP8809  MODELED GRAVITY -    980,480.5   (mgal)                       NAVD 88
 DP8809
 DP8809  VERT ORDER      -  SECOND    CLASS I
 DP8809
 DP8809.The horizontal coordinates were determined by differentially corrected
 DP8809.hand held GPS observations or other comparable positioning techniques
 DP8809.and have an estimated accuracy of +/- 3 meters.
 DP8809
 DP8809.The orthometric height was determined by differential leveling and
 DP8809.adjusted by the NATIONAL GEODETIC SURVEY
 DP8809.in February 2017.
 DP8809
 DP8809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8809.GEOID18 height accuracy estimate available here.
 DP8809
 DP8809.Click photographs - Photos may exist for this station.
 DP8809
 DP8809.The dynamic height is computed by dividing the NAVD 88
 DP8809.geopotential number by the normal gravity value computed on the
 DP8809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8809.degrees latitude (g = 980.6199 gals.).
 DP8809
 DP8809.The modeled gravity was interpolated from observed gravity values.
 DP8809
 DP8809;                    North         East    Units  Estimated Accuracy
 DP8809;SPC WI C     -   151,061.0     699,744.4     MT  (+/- 3 meters HH1 GPS) 
 DP8809
 DP8809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6403205042(NAD 83)
 DP8809
 DP8809                          SUPERSEDED SURVEY CONTROL
 DP8809
 DP8809.No superseded survey control is available for this station.
 DP8809
 DP8809_MARKER: DD = SURVEY DISK
 DP8809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8809_STAMPING: 6W42 2012
 DP8809_MARK LOGO: WIDT
 DP8809_PROJECTION: FLUSH
 DP8809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8809+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 DP8809
 DP8809  HISTORY     - Date     Condition        Report By
 DP8809  HISTORY     - 2012     MONUMENTED       WIDT
 DP8809  HISTORY     - 20140617 GOOD             WIDT
 DP8809  HISTORY     - 20160328 GOOD             DJHENK
 DP8809
 DP8809                          STATION DESCRIPTION
 DP8809
 DP8809'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8809'THE STATION IS APPROXIMATELY 13 MI (20.9 KM) SOUTHWEST OF LAKEWOOD, 3
 DP8809'MI (4.8 KM) NORTHEAST OF WHITE LAKE AND 0.3 MI (0.5 KM)
 DP8809'SOUTH-SOUTHEAST OF LANGLADE.
 DP8809'
 DP8809'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DP8809'HIGHWAY 55 IN THE VILLAGE OF LANGLADE, GO SOUTH ON STATE HIGHWAY 55
 DP8809'FOR 0.3 MI (0.5 KM) TO THE WOLF RIVER TOWN HALL ON THE LEFT AND THE
 DP8809'STATION ON THE LEFT.
 DP8809'
 DP8809'THE STATION IS 23.1 M (75.8 FT) EAST OF THE CENTERLINE STATE HIGHWAY
 DP8809'55, 20.4 M (66.9 FT) SOUTH OF THE SOUTHWEST CORNER OF THE WOLF RIVER
 DP8809'TOWN HALL BUILDING, 15.9 M (52.2 FT) NORTHEAST OF A POWER POLE -9-
 DP8809'WITH A GUY WIRE, 10.1 M (33.1 FT) SOUTH-SOUTHEAST OF THE EAST END OF A
 DP8809'24-INCH (61 CM) DIAMETER STEEL CULVERT AND 0.6 M (2.0 FT) WEST OF A
 DP8809'WHITE PLASTIC WITNESS POST.
 DP8809'
 DP8809'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8809'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH
 DP8809'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8809'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8809'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8809'APPROXIMATELY 0.1 M (0.3 FT) LOWER THAN THE ROAD GRADE.
 DP8809
 DP8809                          STATION RECOVERY (2016)
 DP8809
 DP8809'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2016 (DJH)
 DP8809'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8767 ***********************************************************************
 DP8767  DESIGNATION -  6W43
 DP8767  PID         -  DP8767
 DP8767  STATE/COUNTY-  WI/LANGLADE
 DP8767  COUNTRY     -  US
 DP8767  USGS QUAD   -  LANGLADE (2018)
 DP8767
 DP8767                         *CURRENT SURVEY CONTROL
 DP8767  ______________________________________________________________________
 DP8767* NAD 83(1986) POSITION- 45 11 44.66   (N) 088 44 24.35   (W)   HD_HELD1
 DP8767* NAVD 88 ORTHO HEIGHT -   395.084 (meters)     1296.20  (feet) ADJUSTED
 DP8767  ______________________________________________________________________
 DP8767  GEOID HEIGHT    -        -35.328 (meters)                     GEOID18
 DP8767  DYNAMIC HEIGHT  -        395.034 (meters)     1296.04  (feet) COMP
 DP8767  MODELED GRAVITY -    980,478.4   (mgal)                       NAVD 88
 DP8767
 DP8767  VERT ORDER      -  SECOND    CLASS I
 DP8767
 DP8767.The horizontal coordinates were determined by differentially corrected
 DP8767.hand held GPS observations or other comparable positioning techniques
 DP8767.and have an estimated accuracy of +/- 3 meters.
 DP8767
 DP8767.The orthometric height was determined by differential leveling and
 DP8767.adjusted by the NATIONAL GEODETIC SURVEY
 DP8767.in February 2017.
 DP8767
 DP8767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8767.GEOID18 height accuracy estimate available here.
 DP8767
 DP8767.Click photographs - Photos may exist for this station.
 DP8767
 DP8767.The dynamic height is computed by dividing the NAVD 88
 DP8767.geopotential number by the normal gravity value computed on the
 DP8767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8767.degrees latitude (g = 980.6199 gals.).
 DP8767
 DP8767.The modeled gravity was interpolated from observed gravity values.
 DP8767
 DP8767;                    North         East    Units  Estimated Accuracy
 DP8767;SPC WI C     -   152,159.1     698,992.2     MT  (+/- 3 meters HH1 GPS) 
 DP8767
 DP8767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6332106167(NAD 83)
 DP8767
 DP8767                          SUPERSEDED SURVEY CONTROL
 DP8767
 DP8767.No superseded survey control is available for this station.
 DP8767
 DP8767_MARKER: DD = SURVEY DISK
 DP8767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8767_STAMPING: 6W43 2012
 DP8767_MARK LOGO: WIDT
 DP8767_PROJECTION: FLUSH
 DP8767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8767+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2014
 DP8767
 DP8767  HISTORY     - Date     Condition        Report By
 DP8767  HISTORY     - 2012     MONUMENTED       WIDT
 DP8767  HISTORY     - 20140617 GOOD             WIDT
 DP8767
 DP8767                          STATION DESCRIPTION
 DP8767
 DP8767'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8767'THE STATION IS APPROXIMATELY 13 MI (20.9 KM) SOUTHWEST OF LAKEWOOD, 3
 DP8767'MI (4.8 KM) NORTH-NORTHEAST OF WHITE LAKE AND 0.5 MI (0.8 KM)
 DP8767'NORTHWEST OF LANGLADE.
 DP8767'
 DP8767'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DP8767'HIGHWAY 55 IN THE VILLAGE OF LANGLADE, GO NORTH ON STATE HIGHWAY 55
 DP8767'FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DP8767'
 DP8767'THE STATION IS 12.2 M (40.0 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8767'HIGHWAY 55, 82 M (269.0 FT) SOUTHEAST OF A 24-INCH (61 CM) CORRUGATED
 DP8767'PLASTIC CULVERT PIPE, 6 M (19.7 FT) SOUTHWEST OF AN AGRICULTURAL FIELD
 DP8767'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8767'WITNESS POSTS.
 DP8767'
 DP8767'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8767'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8767'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8767'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8767'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8769 ***********************************************************************
 DP8769  DESIGNATION -  6W44
 DP8769  PID         -  DP8769
 DP8769  STATE/COUNTY-  WI/LANGLADE
 DP8769  COUNTRY     -  US
 DP8769  USGS QUAD   -  WHITE LAKE (2018)
 DP8769
 DP8769                         *CURRENT SURVEY CONTROL
 DP8769  ______________________________________________________________________
 DP8769* NAD 83(1986) POSITION- 45 14 12.16   (N) 088 46 04.22   (W)   HD_HELD1
 DP8769* NAVD 88 ORTHO HEIGHT -   451.754 (meters)     1482.13  (feet) ADJUSTED
 DP8769  ______________________________________________________________________
 DP8769  GEOID HEIGHT    -        -35.146 (meters)                     GEOID18
 DP8769  DYNAMIC HEIGHT  -        451.695 (meters)     1481.94  (feet) COMP
 DP8769  MODELED GRAVITY -    980,472.4   (mgal)                       NAVD 88
 DP8769
 DP8769  VERT ORDER      -  SECOND    CLASS I
 DP8769
 DP8769.The horizontal coordinates were determined by differentially corrected
 DP8769.hand held GPS observations or other comparable positioning techniques
 DP8769.and have an estimated accuracy of +/- 3 meters.
 DP8769
 DP8769.The orthometric height was determined by differential leveling and
 DP8769.adjusted by the NATIONAL GEODETIC SURVEY
 DP8769.in February 2017.
 DP8769
 DP8769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8769.GEOID18 height accuracy estimate available here.
 DP8769
 DP8769.Click photographs - Photos may exist for this station.
 DP8769
 DP8769.The dynamic height is computed by dividing the NAVD 88
 DP8769.geopotential number by the normal gravity value computed on the
 DP8769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8769.degrees latitude (g = 980.6199 gals.).
 DP8769
 DP8769.The modeled gravity was interpolated from observed gravity values.
 DP8769
 DP8769;                    North         East    Units  Estimated Accuracy
 DP8769;SPC WI C     -   156,678.5     696,743.6     MT  (+/- 3 meters HH1 GPS) 
 DP8769
 DP8769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6124210766(NAD 83)
 DP8769
 DP8769                          SUPERSEDED SURVEY CONTROL
 DP8769
 DP8769.No superseded survey control is available for this station.
 DP8769
 DP8769_MARKER: DD = SURVEY DISK
 DP8769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8769_STAMPING: 6W44 2012
 DP8769_MARK LOGO: WIDT
 DP8769_PROJECTION: FLUSH
 DP8769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8769+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2014
 DP8769
 DP8769  HISTORY     - Date     Condition        Report By
 DP8769  HISTORY     - 2012     MONUMENTED       WIDT
 DP8769  HISTORY     - 20140707 GOOD             WIDT
 DP8769
 DP8769                          STATION DESCRIPTION
 DP8769
 DP8769'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8769'THE STATION IS APPROXIMATELY 12.9 MI (20.8 KM) SOUTHWEST OF LAKEWOOD,
 DP8769'3.6 MI (5.8 KM) NORTHWEST OF LANGLADE AND 1.4 MI (2.3 KM) SOUTHEAST OF
 DP8769'HOLLISTER.
 DP8769'
 DP8769'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8769'HIGHWAY 64 IN COMMUNITY OF LANGLADE, GO NORTH ON STATE HIGHWAY 55 FOR
 DP8769'4.2 MI (6.8 KM) TO SAWYER LAKE ROAD ON THE RIGHT AND THE STATION ON
 DP8769'THE RIGHT.
 DP8769'
 DP8769'THE STATION IS 25.2 M (82.7 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8769'HIGHWAY 55, 23.5 M (77.1 FT) NORTHWEST OF THE CENTERLINE OF SAWYER
 DP8769'LAKE ROAD, 28.7 M (94.2 FT) WEST-SOUTHWEST OF A POWER POLE -3214
 DP8769'20R6-, 25.5 M (83.7 FT) SOUTH OF A STEEL RIGHT-OF-WAY POST AND LOCATED
 DP8769'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP8769'POSTS.
 DP8769'
 DP8769'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8769'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING TO
 DP8769'30 DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTHWEST EXTENDING TO
 DP8769'25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8769'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8769'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8769'0.3 M (1.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8770 ***********************************************************************
 DP8770  DESIGNATION -  6W45
 DP8770  PID         -  DP8770
 DP8770  STATE/COUNTY-  WI/LANGLADE
 DP8770  COUNTRY     -  US
 DP8770  USGS QUAD   -  WHITE LAKE (2018)
 DP8770
 DP8770                         *CURRENT SURVEY CONTROL
 DP8770  ______________________________________________________________________
 DP8770* NAD 83(1986) POSITION- 45 14 36.77   (N) 088 47 34.99   (W)   HD_HELD1
 DP8770* NAVD 88 ORTHO HEIGHT -   420.770 (meters)     1380.48  (feet) ADJUSTED
 DP8770  ______________________________________________________________________
 DP8770  GEOID HEIGHT    -        -35.081 (meters)                     GEOID18
 DP8770  DYNAMIC HEIGHT  -        420.713 (meters)     1380.29  (feet) COMP
 DP8770  MODELED GRAVITY -    980,469.2   (mgal)                       NAVD 88
 DP8770
 DP8770  VERT ORDER      -  SECOND    CLASS I
 DP8770
 DP8770.The horizontal coordinates were determined by differentially corrected
 DP8770.hand held GPS observations or other comparable positioning techniques
 DP8770.and have an estimated accuracy of +/- 3 meters.
 DP8770
 DP8770.The orthometric height was determined by differential leveling and
 DP8770.adjusted by the NATIONAL GEODETIC SURVEY
 DP8770.in February 2017.
 DP8770
 DP8770.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8770.GEOID18 height accuracy estimate available here.
 DP8770
 DP8770.Click photographs - Photos may exist for this station.
 DP8770
 DP8770.The dynamic height is computed by dividing the NAVD 88
 DP8770.geopotential number by the normal gravity value computed on the
 DP8770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8770.degrees latitude (g = 980.6199 gals.).
 DP8770
 DP8770.The modeled gravity was interpolated from observed gravity values.
 DP8770
 DP8770;                    North         East    Units  Estimated Accuracy
 DP8770;SPC WI C     -   157,408.4     694,752.8     MT  (+/- 3 meters HH1 GPS) 
 DP8770
 DP8770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5928011569(NAD 83)
 DP8770
 DP8770                          SUPERSEDED SURVEY CONTROL
 DP8770
 DP8770.No superseded survey control is available for this station.
 DP8770
 DP8770_MARKER: DD = SURVEY DISK
 DP8770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8770_STAMPING: 6W45 2012
 DP8770_MARK LOGO: WIDT
 DP8770_PROJECTION: RECESSED 4 CENTIMETERS
 DP8770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8770+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2014
 DP8770
 DP8770  HISTORY     - Date     Condition        Report By
 DP8770  HISTORY     - 2012     MONUMENTED       WIDT
 DP8770  HISTORY     - 20140708 GOOD             WIDT
 DP8770
 DP8770                          STATION DESCRIPTION
 DP8770
 DP8770'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8770'THE STATION IS APPROXIMATELY 11.5 MI (18.5 KM) SOUTHWEST OF TOWNSEND,
 DP8770'4.7 MI (7.6 KM) NORTHWEST OF LANGLADE AND 0.3 MI (0.5 KM) SOUTHWEST OF
 DP8770'HOLLISTER.
 DP8770'
 DP8770'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8770'HIGHWAY 64 IN THE COMMUNITY OF LANGLADE, GO NORTH ON STATE HIGHWAY 55
 DP8770'FOR 4.2 MI (6.8 KM) TO SAWYER LAKE ROAD ON THE RIGHT.  CONTINUE WEST
 DP8770'THEN CURVE NORTHWEST ON STATE HIGHWAY 55 FOR 1.4 MI (2.3 KM) TO A
 DP8770'GRAVEL DRIVEWAY FOR A SMALL PUBLIC PARKING AREA ON THE LEFT AND THE
 DP8770'STATION ON THE LEFT.
 DP8770'
 DP8770'THE STATION IS 45.9 M (150.6 FT) WEST OF THE CENTERLINE OF STATE
 DP8770'HIGHWAY 55, 37.0 M (121.4 FT) WEST-SOUTHWEST OF THE SOUTH END OF A 24
 DP8770'INCH (61 CM) DIAMETER STEEL CULVERT, 13.8 M (45.3 FT) SOUTH OF A
 DP8770'-PUBLIC HUNTING AND FISHING- SIGN, 2 M (6.6 FT) SOUTHWEST OF THE
 DP8770'SOUTHWEST CORNER OF A GRAVEL PARKING AREA AND LOCATED IN THE CENTER OF
 DP8770'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8770'
 DP8770'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8770'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8770'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8770'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8770'1.3 M (4.3 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8772 ***********************************************************************
 DP8772  DESIGNATION -  6W46
 DP8772  PID         -  DP8772
 DP8772  STATE/COUNTY-  WI/LANGLADE
 DP8772  COUNTRY     -  US
 DP8772  USGS QUAD   -  LILY (2018)
 DP8772
 DP8772                         *CURRENT SURVEY CONTROL
 DP8772  ______________________________________________________________________
 DP8772* NAD 83(1986) POSITION- 45 17 06.04   (N) 088 48 54.50   (W)   HD_HELD1
 DP8772* NAVD 88 ORTHO HEIGHT -   436.758 (meters)     1432.93  (feet) ADJUSTED
 DP8772  ______________________________________________________________________
 DP8772  GEOID HEIGHT    -        -34.875 (meters)                     GEOID18
 DP8772  DYNAMIC HEIGHT  -        436.700 (meters)     1432.74  (feet) COMP
 DP8772  MODELED GRAVITY -    980,472.1   (mgal)                       NAVD 88
 DP8772
 DP8772  VERT ORDER      -  SECOND    CLASS I
 DP8772
 DP8772.The horizontal coordinates were determined by differentially corrected
 DP8772.hand held GPS observations or other comparable positioning techniques
 DP8772.and have an estimated accuracy of +/- 3 meters.
 DP8772
 DP8772.The orthometric height was determined by differential leveling and
 DP8772.adjusted by the NATIONAL GEODETIC SURVEY
 DP8772.in February 2017.
 DP8772
 DP8772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8772.GEOID18 height accuracy estimate available here.
 DP8772
 DP8772.Click photographs - Photos may exist for this station.
 DP8772
 DP8772.The dynamic height is computed by dividing the NAVD 88
 DP8772.geopotential number by the normal gravity value computed on the
 DP8772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8772.degrees latitude (g = 980.6199 gals.).
 DP8772
 DP8772.The modeled gravity was interpolated from observed gravity values.
 DP8772
 DP8772;                    North         East    Units  Estimated Accuracy
 DP8772;SPC WI C     -   161,990.3     692,951.8     MT  (+/- 3 meters HH1 GPS) 
 DP8772
 DP8772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5765016214(NAD 83)
 DP8772
 DP8772                          SUPERSEDED SURVEY CONTROL
 DP8772
 DP8772.No superseded survey control is available for this station.
 DP8772
 DP8772_MARKER: DD = SURVEY DISK
 DP8772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8772_STAMPING: 6W46 2012
 DP8772_MARK LOGO: WIDT
 DP8772_PROJECTION: FLUSH
 DP8772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8772+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2014
 DP8772
 DP8772  HISTORY     - Date     Condition        Report By
 DP8772  HISTORY     - 2012     MONUMENTED       WIDT
 DP8772  HISTORY     - 20140715 GOOD             WIDT
 DP8772
 DP8772                          STATION DESCRIPTION
 DP8772
 DP8772'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8772'THE STATION IS APPROXIMATELY 13.1 MI (21.1 KM) SOUTHWEST OF WABENO,
 DP8772'2.8 MI (4.5 KM) NORTHWEST OF HOLLISTER AND 2.4 MI (3.9 KM) SOUTHEAST
 DP8772'OF LILY.
 DP8772'
 DP8772'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8772'HIGHWAY 52 EAST IN THE COMMUNITY OF LILY, GO SOUTHEAST ON STATE
 DP8772'HIGHWAY 55 FOR 2.2 MI (3.5 KM) TO WEST WOLF ROAD ON THE RIGHT.
 DP8772'CONTINUE SOUTHEAST ON STATE HIGHWAY 55 FOR 0.4 MI (0.6 KM) TO THE
 DP8772'STATION ON THE RIGHT.
 DP8772'
 DP8772'THE STATION IS 11.6 M (38.1 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DP8772'HIGHWAY 55, 195 M (639.8 FT) NORTHWEST OF EAST WOLF ROAD, 40.4 M
 DP8772'(132.5 FT) NORTHWEST OF A POWER POLE -3213 1W8-, 27.5 M (90.2 FT)
 DP8772'SOUTHWEST OF A UTILITY JUNCTION BOX -1186- AND LOCATED IN THE CENTER
 DP8772'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8772'
 DP8772'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8772'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8772'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8772'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8772'0.1 M (0.3 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8773 ***********************************************************************
 DP8773  DESIGNATION -  6W47
 DP8773  PID         -  DP8773
 DP8773  STATE/COUNTY-  WI/LANGLADE
 DP8773  COUNTRY     -  US
 DP8773  USGS QUAD   -  LILY (2018)
 DP8773
 DP8773                         *CURRENT SURVEY CONTROL
 DP8773  ______________________________________________________________________
 DP8773* NAD 83(1986) POSITION- 45 17 56.19   (N) 088 50 27.26   (W)   HD_HELD1
 DP8773* NAVD 88 ORTHO HEIGHT -   471.494 (meters)     1546.89  (feet) ADJUSTED
 DP8773  ______________________________________________________________________
 DP8773  GEOID HEIGHT    -        -34.754 (meters)                     GEOID18
 DP8773  DYNAMIC HEIGHT  -        471.434 (meters)     1546.70  (feet) COMP
 DP8773  MODELED GRAVITY -    980,476.3   (mgal)                       NAVD 88
 DP8773
 DP8773  VERT ORDER      -  SECOND    CLASS I
 DP8773
 DP8773.The horizontal coordinates were determined by differentially corrected
 DP8773.hand held GPS observations or other comparable positioning techniques
 DP8773.and have an estimated accuracy of +/- 3 meters.
 DP8773
 DP8773.The orthometric height was determined by differential leveling and
 DP8773.adjusted by the NATIONAL GEODETIC SURVEY
 DP8773.in February 2017.
 DP8773
 DP8773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8773.GEOID18 height accuracy estimate available here.
 DP8773
 DP8773.Click photographs - Photos may exist for this station.
 DP8773
 DP8773.The dynamic height is computed by dividing the NAVD 88
 DP8773.geopotential number by the normal gravity value computed on the
 DP8773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8773.degrees latitude (g = 980.6199 gals.).
 DP8773
 DP8773.The modeled gravity was interpolated from observed gravity values.
 DP8773
 DP8773;                    North         East    Units  Estimated Accuracy
 DP8773;SPC WI C     -   163,509.2     690,908.4     MT  (+/- 3 meters HH1 GPS) 
 DP8773
 DP8773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5566517808(NAD 83)
 DP8773
 DP8773                          SUPERSEDED SURVEY CONTROL
 DP8773
 DP8773.No superseded survey control is available for this station.
 DP8773
 DP8773_MARKER: DD = SURVEY DISK
 DP8773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8773_STAMPING: 6W47 2012
 DP8773_MARK LOGO: WIDT
 DP8773_PROJECTION: FLUSH
 DP8773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8773+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2014
 DP8773
 DP8773  HISTORY     - Date     Condition        Report By
 DP8773  HISTORY     - 2012     MONUMENTED       WIDT
 DP8773  HISTORY     - 20140715 GOOD             WIDT
 DP8773
 DP8773                          STATION DESCRIPTION
 DP8773
 DP8773'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8773'THE STATION IS APPROXIMATELY 13.4 MI (21.6 KM) SOUTHWEST OF WABENO,
 DP8773'4.3 MI (6.9 KM) NORTHWEST OF HOLLISTER AND 0.8 MI (1.3 KM) SOUTHEAST
 DP8773'OF LILY.
 DP8773'
 DP8773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8773'HIGHWAY 52 EAST IN THE COMMUNITY OF LILY, GO SOUTHEAST ON STATE
 DP8773'HIGHWAY 55 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DP8773'
 DP8773'THE STATION IS 13.1 M (43.0 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DP8773'HIGHWAY 55, 70.4 M (231.0 FT) SOUTHEAST OF A POWER POLE -3393 35L1-,
 DP8773'17.4 M (57.1 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY -N7440-, 6.5 M
 DP8773'(21.3 FT) SOUTHEAST OF THE EXTENDED CENTER OF A GRAVEL CEMETERY
 DP8773'DRIVEWAY AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8773'PLASTIC WITNESS POSTS.
 DP8773'
 DP8773'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8773'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTHEAST EXTENDING
 DP8773'TO 30 DEGREES ABOVE THE HORIZON AND TREES TO THE NORTHWEST EXTENDING
 DP8773'TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8773'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8773'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8773'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8774 ***********************************************************************
 DP8774  DESIGNATION -  6W48
 DP8774  PID         -  DP8774
 DP8774  STATE/COUNTY-  WI/LANGLADE
 DP8774  COUNTRY     -  US
 DP8774  USGS QUAD   -  LILY (2018)
 DP8774
 DP8774                         *CURRENT SURVEY CONTROL
 DP8774  ______________________________________________________________________
 DP8774* NAD 83(1986) POSITION- 45 19 40.85   (N) 088 51 31.87   (W)   HD_HELD1
 DP8774* NAVD 88 ORTHO HEIGHT -   451.773 (meters)     1482.19  (feet) ADJUSTED
 DP8774  ______________________________________________________________________
 DP8774  GEOID HEIGHT    -        -34.573 (meters)                     GEOID18
 DP8774  DYNAMIC HEIGHT  -        451.721 (meters)     1482.02  (feet) COMP
 DP8774  MODELED GRAVITY -    980,487.9   (mgal)                       NAVD 88
 DP8774
 DP8774  VERT ORDER      -  SECOND    CLASS I
 DP8774
 DP8774.The horizontal coordinates were determined by differentially corrected
 DP8774.hand held GPS observations or other comparable positioning techniques
 DP8774.and have an estimated accuracy of +/- 3 meters.
 DP8774
 DP8774.The orthometric height was determined by differential leveling and
 DP8774.adjusted by the NATIONAL GEODETIC SURVEY
 DP8774.in February 2017.
 DP8774
 DP8774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8774.GEOID18 height accuracy estimate available here.
 DP8774
 DP8774.Click photographs - Photos may exist for this station.
 DP8774
 DP8774.The dynamic height is computed by dividing the NAVD 88
 DP8774.geopotential number by the normal gravity value computed on the
 DP8774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8774.degrees latitude (g = 980.6199 gals.).
 DP8774
 DP8774.The modeled gravity was interpolated from observed gravity values.
 DP8774
 DP8774;                    North         East    Units  Estimated Accuracy
 DP8774;SPC WI C     -   166,719.8     689,455.5     MT  (+/- 3 meters HH1 GPS) 
 DP8774
 DP8774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5433221070(NAD 83)
 DP8774
 DP8774                          SUPERSEDED SURVEY CONTROL
 DP8774
 DP8774.No superseded survey control is available for this station.
 DP8774
 DP8774_MARKER: DD = SURVEY DISK
 DP8774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8774_STAMPING: 6W48 2012
 DP8774_MARK LOGO: WIDT
 DP8774_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8774+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2014
 DP8774
 DP8774  HISTORY     - Date     Condition        Report By
 DP8774  HISTORY     - 2012     MONUMENTED       WIDT
 DP8774  HISTORY     - 20140716 GOOD             WIDT
 DP8774
 DP8774                          STATION DESCRIPTION
 DP8774
 DP8774'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8774'THE STATION IS APPROXIMATELY 12.4 MI (20.0 KM) SOUTHWEST OF WABENO,
 DP8774'3.3 MI (5.3 KM) SOUTHEAST OF PICKEREL AND 1.5 MI (2.4 KM)
 DP8774'NORTH-NORTHWEST OF LILY.
 DP8774'
 DP8774'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8774'HIGHWAY 52 WEST IN THE COMMUNITY OF LILY, GO NORTH ON STATE HIGHWAY 55
 DP8774'FOR 1.5 MI (2.4 KM) TO SYLVAN ACRES WEST ON THE RIGHT.  TURN RIGHT AND
 DP8774'GO EAST ON SYLVAN ACRES WEST FOR APPROXIMATELY 400 FT (121.9 M) TO THE
 DP8774'STATION ON THE RIGHT.
 DP8774'
 DP8774'THE STATION IS 6.0 M (19.7 FT) SOUTH OF THE CENTERLINE OF SYLVAN ACRES
 DP8774'WEST, 118.8 M (389.8 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 55,
 DP8774'48.9 M (160.4 FT) EAST OF A POWER POLE -3313 22L2-, 2.0 M (6.6 FT)
 DP8774'NORTH OF A FENCE LINE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DP8774'BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8774'
 DP8774'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8774'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTHWEST EXTENDING
 DP8774'TO 25 DEGREES ABOVE THE HORIZON AND A TREE TO THE NORTHEAST EXTENDING
 DP8774'TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8774'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8774'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8774'0.3 M (1.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8775 ***********************************************************************
 DP8775  DESIGNATION -  6W49
 DP8775  PID         -  DP8775
 DP8775  STATE/COUNTY-  WI/LANGLADE
 DP8775  COUNTRY     -  US
 DP8775  USGS QUAD   -  PICKEREL (2018)
 DP8775
 DP8775                         *CURRENT SURVEY CONTROL
 DP8775  ______________________________________________________________________
 DP8775* NAD 83(1986) POSITION- 45 20 16.11   (N) 088 53 02.23   (W)   HD_HELD1
 DP8775* NAVD 88 ORTHO HEIGHT -   452.438 (meters)     1484.37  (feet) ADJUSTED
 DP8775  ______________________________________________________________________
 DP8775  GEOID HEIGHT    -        -34.461 (meters)                     GEOID18
 DP8775  DYNAMIC HEIGHT  -        452.387 (meters)     1484.21  (feet) COMP
 DP8775  MODELED GRAVITY -    980,491.4   (mgal)                       NAVD 88
 DP8775
 DP8775  VERT ORDER      -  SECOND    CLASS I
 DP8775
 DP8775.The horizontal coordinates were determined by differentially corrected
 DP8775.hand held GPS observations or other comparable positioning techniques
 DP8775.and have an estimated accuracy of +/- 3 meters.
 DP8775
 DP8775.The orthometric height was determined by differential leveling and
 DP8775.adjusted by the NATIONAL GEODETIC SURVEY
 DP8775.in February 2017.
 DP8775
 DP8775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8775.GEOID18 height accuracy estimate available here.
 DP8775
 DP8775.Click photographs - Photos may exist for this station.
 DP8775
 DP8775.The dynamic height is computed by dividing the NAVD 88
 DP8775.geopotential number by the normal gravity value computed on the
 DP8775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8775.degrees latitude (g = 980.6199 gals.).
 DP8775
 DP8775.The modeled gravity was interpolated from observed gravity values.
 DP8775
 DP8775;                    North         East    Units  Estimated Accuracy
 DP8775;SPC WI C     -   167,780.9     687,473.1     MT  (+/- 3 meters HH1 GPS) 
 DP8775
 DP8775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5239122204(NAD 83)
 DP8775
 DP8775                          SUPERSEDED SURVEY CONTROL
 DP8775
 DP8775.No superseded survey control is available for this station.
 DP8775
 DP8775_MARKER: DD = SURVEY DISK
 DP8775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8775_STAMPING: 6W49 2012
 DP8775_MARK LOGO: WIDT
 DP8775_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8775+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2014
 DP8775
 DP8775  HISTORY     - Date     Condition        Report By
 DP8775  HISTORY     - 2012     MONUMENTED       WIDT
 DP8775  HISTORY     - 20140716 GOOD             WIDT
 DP8775
 DP8775                          STATION DESCRIPTION
 DP8775
 DP8775'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8775'THE STATION IS APPROXIMATELY 13.0 MI (20.9 KM) SOUTHWEST OF WABENO,
 DP8775'2.6 MI (4.2 KM) NORTHWEST OF LILY AND 2.0 MI (3.2 KM) SOUTHEAST OF
 DP8775'PICKEREL.
 DP8775'
 DP8775'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8775'HIGHWAY A ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF PICKEREL, GO
 DP8775'SOUTHEAST ON STATE HIGHWAY 55 FOR 1.2 MI (1.9 KM) TO BARNETT LANE ON
 DP8775'THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY 55 TO 0.35 MI (0.6 KM) TO
 DP8775'THE STATION ON THE LEFT.
 DP8775'
 DP8775'THE STATION IS 11.2 M (36.7 FT) NORTH OF THE CENTERLINE OF STATE
 DP8775'HIGHWAY 55, 136 M (446.2 FT) EAST OF A DRIVEWAY -N8696-, 43.4 M (142.4
 DP8775'FT) NORTHEAST OF A POWER POLE -3313 16L3-, 40.5 M (132.9 FT) WEST OF A
 DP8775'-MILITARY PARK 1/2 MILE- SIGN AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8775'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8775'
 DP8775'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8775'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8775'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8775'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8775'0.5 M (1.6 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8776 ***********************************************************************
 DP8776  DESIGNATION -  6W50
 DP8776  PID         -  DP8776
 DP8776  STATE/COUNTY-  WI/LANGLADE
 DP8776  COUNTRY     -  US
 DP8776  USGS QUAD   -  PICKEREL (2018)
 DP8776
 DP8776                         *CURRENT SURVEY CONTROL
 DP8776  ______________________________________________________________________
 DP8776* NAD 83(1986) POSITION- 45 21 02.81   (N) 088 54 25.18   (W)   HD_HELD1
 DP8776* NAVD 88 ORTHO HEIGHT -   470.475 (meters)     1543.55  (feet) ADJUSTED
 DP8776  ______________________________________________________________________
 DP8776  GEOID HEIGHT    -        -34.343 (meters)                     GEOID18
 DP8776  DYNAMIC HEIGHT  -        470.425 (meters)     1543.39  (feet) COMP
 DP8776  MODELED GRAVITY -    980,495.6   (mgal)                       NAVD 88
 DP8776
 DP8776  VERT ORDER      -  SECOND    CLASS I
 DP8776
 DP8776.The horizontal coordinates were determined by differentially corrected
 DP8776.hand held GPS observations or other comparable positioning techniques
 DP8776.and have an estimated accuracy of +/- 3 meters.
 DP8776
 DP8776.The orthometric height was determined by differential leveling and
 DP8776.adjusted by the NATIONAL GEODETIC SURVEY
 DP8776.in February 2017.
 DP8776
 DP8776.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8776.GEOID18 height accuracy estimate available here.
 DP8776
 DP8776.Click photographs - Photos may exist for this station.
 DP8776
 DP8776.The dynamic height is computed by dividing the NAVD 88
 DP8776.geopotential number by the normal gravity value computed on the
 DP8776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8776.degrees latitude (g = 980.6199 gals.).
 DP8776
 DP8776.The modeled gravity was interpolated from observed gravity values.
 DP8776
 DP8776;                    North         East    Units  Estimated Accuracy
 DP8776;SPC WI C     -   169,197.9     685,647.8     MT  (+/- 3 meters HH1 GPS) 
 DP8776
 DP8776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5061923687(NAD 83)
 DP8776
 DP8776                          SUPERSEDED SURVEY CONTROL
 DP8776
 DP8776.No superseded survey control is available for this station.
 DP8776
 DP8776_MARKER: DD = SURVEY DISK
 DP8776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8776_STAMPING: 6W50 2012
 DP8776_MARK LOGO: WIDT
 DP8776_PROJECTION: FLUSH
 DP8776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8776+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DP8776
 DP8776  HISTORY     - Date     Condition        Report By
 DP8776  HISTORY     - 2012     MONUMENTED       WIDT
 DP8776  HISTORY     - 20140717 GOOD             WIDT
 DP8776
 DP8776                          STATION DESCRIPTION
 DP8776
 DP8776'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8776'THE STATION IS APPROXIMATELY 13.2 MI (21.2 KM) EAST-NORTHEAST OF
 DP8776'KEMPSTER, 3.9 MI (6.3 KM) NORTHWEST OF LILY AND 0.6 MI (1.0 KM)
 DP8776'SOUTHEAST OF PICKEREL.
 DP8776'
 DP8776'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8776'HIGHWAY A ABOUT 1 MI (1.6 KM) SOUTH-SOUTHEAST OF THE COMMUNITY OF
 DP8776'PICKEREL, GO NORTH ON STATE HIGHWAY 55 FOR 0.15 MI (0.2 KM) TO THE
 DP8776'STATION ON THE LEFT.
 DP8776'
 DP8776'THE STATION IS 11.5 M (37.7 FT) WEST OF THE CENTERLINE OF STATE
 DP8776'HIGHWAY 55, 37 M (121.4 FT) SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY
 DP8776'-N8955-, 18.7 M (61.4 FT) NORTH-NORTHEAST OF A UTILITY JUNCTION BOX
 DP8776'-1651-, 9.2 M (30.2 FT) NORTH OF THE CENTER OF THE NORTHERNMOST OF TWO
 DP8776'ASPHALT ACCESS DRIVEWAYS FOR A CHURCH PARKING LOT AND LOCATED IN THE
 DP8776'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8776'
 DP8776'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8776'DEGREES EXCEPT FOR PINE TREES TO THE SOUTHWEST EXTENDING TO 20 DEGREES
 DP8776'ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8776'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8776'A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD
 DP8776'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8778 ***********************************************************************
 DP8778  DESIGNATION -  6W51
 DP8778  PID         -  DP8778
 DP8778  STATE/COUNTY-  WI/LANGLADE
 DP8778  COUNTRY     -  US
 DP8778  USGS QUAD   -  MOLE LAKE (2018)
 DP8778
 DP8778                         *CURRENT SURVEY CONTROL
 DP8778  ______________________________________________________________________
 DP8778* NAD 83(1986) POSITION- 45 22 37.18   (N) 088 56 39.05   (W)   HD_HELD1
 DP8778* NAVD 88 ORTHO HEIGHT -   474.567 (meters)     1556.98  (feet) ADJUSTED
 DP8778  ______________________________________________________________________
 DP8778  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 DP8778  DYNAMIC HEIGHT  -        474.520 (meters)     1556.82  (feet) COMP
 DP8778  MODELED GRAVITY -    980,502.8   (mgal)                       NAVD 88
 DP8778
 DP8778  VERT ORDER      -  SECOND    CLASS I
 DP8778
 DP8778.The horizontal coordinates were determined by differentially corrected
 DP8778.hand held GPS observations or other comparable positioning techniques
 DP8778.and have an estimated accuracy of +/- 3 meters.
 DP8778
 DP8778.The orthometric height was determined by differential leveling and
 DP8778.adjusted by the NATIONAL GEODETIC SURVEY
 DP8778.in February 2017.
 DP8778
 DP8778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8778.GEOID18 height accuracy estimate available here.
 DP8778
 DP8778.Click photographs - Photos may exist for this station.
 DP8778
 DP8778.The dynamic height is computed by dividing the NAVD 88
 DP8778.geopotential number by the normal gravity value computed on the
 DP8778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8778.degrees latitude (g = 980.6199 gals.).
 DP8778
 DP8778.The modeled gravity was interpolated from observed gravity values.
 DP8778
 DP8778;                    North         East    Units  Estimated Accuracy
 DP8778;SPC WI C     -   172,072.4     682,696.2     MT  (+/- 3 meters HH1 GPS) 
 DP8778
 DP8778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4777726669(NAD 83)
 DP8778
 DP8778                          SUPERSEDED SURVEY CONTROL
 DP8778
 DP8778.No superseded survey control is available for this station.
 DP8778
 DP8778_MARKER: DD = SURVEY DISK
 DP8778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8778_STAMPING: 6W51 2012
 DP8778_MARK LOGO: WIDT
 DP8778_PROJECTION: FLUSH
 DP8778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8778+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2014
 DP8778
 DP8778  HISTORY     - Date     Condition        Report By
 DP8778  HISTORY     - 2012     MONUMENTED       WIDT
 DP8778  HISTORY     - 20140718 GOOD             WIDT
 DP8778
 DP8778                          STATION DESCRIPTION
 DP8778
 DP8778'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8778'THE STATION IS APPROXIMATELY 7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF MOLE
 DP8778'LAKE, 3.6 MI (5.8 KM) EAST-NORTHEAST OF PEARSON AND 2.0 MI (3.2 KM)
 DP8778'NORTHWEST OF PICKEREL.
 DP8778'
 DP8778'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8778'HIGHWAY T ABOUT 3.3 MI (5.3 KM) NORTHWEST OF THE COMMUNITY OF
 DP8778'PICKEREL, GO SOUTHEAST ON STATE HIGHWAY 55 FOR 0.8 MI (1.3 KM) TO
 DP8778'HOLLISTER LAKE ROAD ON THE LEFT.  CONTINUE SOUTHEAST ON STATE HIGHWAY
 DP8778'55 FOR 0.6 MI (1.0 KM) TO KANE ROAD ON THE LEFT AND THE STATION ON THE
 DP8778'LEFT.
 DP8778'
 DP8778'THE STATION IS 10.7 M (35.1 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8778'HIGHWAY 55, 10.2 M (33.5 FT) NORTHWEST OF THE CENTERLINE OF KANE ROAD,
 DP8778'24.4 M (80.1 FT) NORTH OF A UTILITY JUNCTION BOX -1719-, 23.7 M (77.8
 DP8778'FT) NORTHWEST OF A POWER POLE -3312 1W11- AND LOCATED IN THE CENTER OF
 DP8778'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8778'
 DP8778'NOTE-THIS STATION IS OBSTRUCTED BY A CLOSE TREE LINE TO THE NORTHEAST
 DP8778'EXTENDING TO 70 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8778'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8778'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8778'APPROXIMATELY 0.9 M (3.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8779 ***********************************************************************
 DP8779  DESIGNATION -  6W52
 DP8779  PID         -  DP8779
 DP8779  STATE/COUNTY-  WI/LANGLADE
 DP8779  COUNTRY     -  US
 DP8779  USGS QUAD   -  MOLE LAKE (2018)
 DP8779
 DP8779                         *CURRENT SURVEY CONTROL
 DP8779  ______________________________________________________________________
 DP8779* NAD 83(1986) POSITION- 45 23 00.86   (N) 088 58 12.43   (W)   HD_HELD1
 DP8779* NAVD 88 ORTHO HEIGHT -   475.619 (meters)     1560.43  (feet) ADJUSTED
 DP8779  ______________________________________________________________________
 DP8779  GEOID HEIGHT    -        -34.073 (meters)                     GEOID18
 DP8779  DYNAMIC HEIGHT  -        475.573 (meters)     1560.28  (feet) COMP
 DP8779  MODELED GRAVITY -    980,503.8   (mgal)                       NAVD 88
 DP8779
 DP8779  VERT ORDER      -  SECOND    CLASS I
 DP8779
 DP8779.The horizontal coordinates were determined by differentially corrected
 DP8779.hand held GPS observations or other comparable positioning techniques
 DP8779.and have an estimated accuracy of +/- 3 meters.
 DP8779
 DP8779.The orthometric height was determined by differential leveling and
 DP8779.adjusted by the NATIONAL GEODETIC SURVEY
 DP8779.in February 2017.
 DP8779
 DP8779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8779.GEOID18 height accuracy estimate available here.
 DP8779
 DP8779.Click photographs - Photos may exist for this station.
 DP8779
 DP8779.The dynamic height is computed by dividing the NAVD 88
 DP8779.geopotential number by the normal gravity value computed on the
 DP8779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8779.degrees latitude (g = 980.6199 gals.).
 DP8779
 DP8779.The modeled gravity was interpolated from observed gravity values.
 DP8779
 DP8779;                    North         East    Units  Estimated Accuracy
 DP8779;SPC WI C     -   172,777.3     680,655.4     MT  (+/- 3 meters HH1 GPS) 
 DP8779
 DP8779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4576427449(NAD 83)
 DP8779
 DP8779                          SUPERSEDED SURVEY CONTROL
 DP8779
 DP8779.No superseded survey control is available for this station.
 DP8779
 DP8779_MARKER: DD = SURVEY DISK
 DP8779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8779_STAMPING: 6W52 2012
 DP8779_MARK LOGO: WIDT
 DP8779_PROJECTION: FLUSH
 DP8779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8779+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DP8779
 DP8779  HISTORY     - Date     Condition        Report By
 DP8779  HISTORY     - 2012     MONUMENTED       WIDT
 DP8779  HISTORY     - 20140812 GOOD             WIDT
 DP8779
 DP8779                          STATION DESCRIPTION
 DP8779
 DP8779'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8779'THE STATION IS APPROXIMATELY 6.7 MI (10.8 KM) SOUTH OF MOLE LAKE, 3.3
 DP8779'MI (5.3 KM) NORTHWEST OF PICKEREL AND 2.6 MI (4.2 KM) NORTHEAST OF
 DP8779'PEARSON.
 DP8779'
 DP8779'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8779'HIGHWAY T ABOUT 3.3 MI (5.3 KM) NORTHWEST OF THE COMMUNITY OF
 DP8779'PICKEREL, GO SOUTHWEST ON COUNTY HIGHWAY T FOR 0.1 MI (0.2 KM) TO THE
 DP8779'STATION ON THE RIGHT.
 DP8779'
 DP8779'THE STATION IS 9.6 M (31.5 FT) WEST OF THE CENTERLINE OF COUNTY
 DP8779'HIGHWAY T, 50.4 M (165.4 FT) SOUTH OF A GRAVEL FIELD ENTRANCE, 20.9 M
 DP8779'(68.6 FT) NORTHWEST OF A -CRANDON PICKEREL- HIGHWAY SIGN AND LOCATED
 DP8779'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP8779'POSTS.
 DP8779'
 DP8779'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8779'DEGREES ABOVE THE HORIZON EXCEPT FOR A PINE TREE LINE TO THE EAST
 DP8779'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8779'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8779'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8779'APPROXIMATELY 0.1 M (0.3 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8780 ***********************************************************************
 DP8780  DESIGNATION -  6W53
 DP8780  PID         -  DP8780
 DP8780  STATE/COUNTY-  WI/LANGLADE
 DP8780  COUNTRY     -  US
 DP8780  USGS QUAD   -  MOLE LAKE (2018)
 DP8780
 DP8780                         *CURRENT SURVEY CONTROL
 DP8780  ______________________________________________________________________
 DP8780* NAD 83(1986) POSITION- 45 24 01.48   (N) 088 58 55.59   (W)   HD_HELD1
 DP8780* NAVD 88 ORTHO HEIGHT -   470.857 (meters)     1544.80  (feet) ADJUSTED
 DP8780  ______________________________________________________________________
 DP8780  GEOID HEIGHT    -        -33.983 (meters)                     GEOID18
 DP8780  DYNAMIC HEIGHT  -        470.811 (meters)     1544.65  (feet) COMP
 DP8780  MODELED GRAVITY -    980,504.5   (mgal)                       NAVD 88
 DP8780
 DP8780  VERT ORDER      -  SECOND    CLASS I
 DP8780
 DP8780.The horizontal coordinates were determined by differentially corrected
 DP8780.hand held GPS observations or other comparable positioning techniques
 DP8780.and have an estimated accuracy of +/- 3 meters.
 DP8780
 DP8780.The orthometric height was determined by differential leveling and
 DP8780.adjusted by the NATIONAL GEODETIC SURVEY
 DP8780.in February 2017.
 DP8780
 DP8780.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8780.GEOID18 height accuracy estimate available here.
 DP8780
 DP8780.Click photographs - Photos may exist for this station.
 DP8780
 DP8780.The dynamic height is computed by dividing the NAVD 88
 DP8780.geopotential number by the normal gravity value computed on the
 DP8780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8780.degrees latitude (g = 980.6199 gals.).
 DP8780
 DP8780.The modeled gravity was interpolated from observed gravity values.
 DP8780
 DP8780;                    North         East    Units  Estimated Accuracy
 DP8780;SPC WI C     -   174,636.7     679,693.1     MT  (+/- 3 meters HH1 GPS) 
 DP8780
 DP8780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4487129343(NAD 83)
 DP8780
 DP8780                          SUPERSEDED SURVEY CONTROL
 DP8780
 DP8780.No superseded survey control is available for this station.
 DP8780
 DP8780_MARKER: DD = SURVEY DISK
 DP8780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8780_STAMPING: 6W53 2012
 DP8780_MARK LOGO: WIDT
 DP8780_PROJECTION: FLUSH
 DP8780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8780+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DP8780
 DP8780  HISTORY     - Date     Condition        Report By
 DP8780  HISTORY     - 2012     MONUMENTED       WIDT
 DP8780  HISTORY     - 20140812 GOOD             WIDT
 DP8780
 DP8780                          STATION DESCRIPTION
 DP8780
 DP8780'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8780'THE STATION IS APPROXIMATELY 5.5 MI (8.8 KM) SOUTH OF MOLE LAKE, 4.4
 DP8780'MI (7.1 KM) NORTHWEST OF PICKEREL AND 3.1 MI (5.0 KM) NORTHEAST OF
 DP8780'PEARSON.
 DP8780'
 DP8780'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8780'HIGHWAY T ABOUT 3.3 MI (5.3 KM) NORTHWEST OF THE COMMUNITY OF
 DP8780'PICKEREL, GO NORTHWEST ON STATE HIGHWAY 55 FOR 1.2 MI (1.9 KM) TO
 DP8780'FOREST ROAD ON THE LEFT AND PINE POINT ROAD ON THE RIGHT.  CONTINUE
 DP8780'NORTHWEST ON STATE HIGHWAY 55 FOR APPROXIMATELY 100 M (328.1 FT) TO
 DP8780'THE STATION ON THE RIGHT.
 DP8780'
 DP8780'THE STATION IS 9.9 M (32.5 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8780'HIGHWAY 55, 18.9 M (62.0 FT) WEST OF THE NORTHWEST END OF A WOODEN
 DP8780'FENCE, 18.6 M (61.0 FT) WEST-NORTHWEST OF A POWER POLE -3412 27W30-
 DP8780'WITH A TRANSFORMER, 14.7 M (48.2 FT) NORTHWEST OF THE CENTER OF A
 DP8780'DRIVEWAY AND 0.6 M (2.0 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DP8780'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8780'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTH
 DP8780'EXTENDING TO 35 DEGREES ABOVE THE HORIZON AND A LONE PINE TREE TO THE
 DP8780'NORTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8780'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8780'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8780'POST, APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8781 ***********************************************************************
 DP8781  DESIGNATION -  6W54
 DP8781  PID         -  DP8781
 DP8781  STATE/COUNTY-  WI/LANGLADE
 DP8781  COUNTRY     -  US
 DP8781  USGS QUAD   -  MOLE LAKE (2018)
 DP8781
 DP8781                         *CURRENT SURVEY CONTROL
 DP8781  ______________________________________________________________________
 DP8781* NAD 83(1986) POSITION- 45 24 52.76   (N) 088 59 08.12   (W)   HD_HELD1
 DP8781* NAVD 88 ORTHO HEIGHT -   488.729 (meters)     1603.44  (feet) ADJUSTED
 DP8781  ______________________________________________________________________
 DP8781  GEOID HEIGHT    -        -33.918 (meters)                     GEOID18
 DP8781  DYNAMIC HEIGHT  -        488.683 (meters)     1603.29  (feet) COMP
 DP8781  MODELED GRAVITY -    980,505.5   (mgal)                       NAVD 88
 DP8781
 DP8781  VERT ORDER      -  SECOND    CLASS I
 DP8781
 DP8781.The horizontal coordinates were determined by differentially corrected
 DP8781.hand held GPS observations or other comparable positioning techniques
 DP8781.and have an estimated accuracy of +/- 3 meters.
 DP8781
 DP8781.The orthometric height was determined by differential leveling and
 DP8781.adjusted by the NATIONAL GEODETIC SURVEY
 DP8781.in February 2017.
 DP8781
 DP8781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8781.GEOID18 height accuracy estimate available here.
 DP8781
 DP8781.Click photographs - Photos may exist for this station.
 DP8781
 DP8781.The dynamic height is computed by dividing the NAVD 88
 DP8781.geopotential number by the normal gravity value computed on the
 DP8781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8781.degrees latitude (g = 980.6199 gals.).
 DP8781
 DP8781.The modeled gravity was interpolated from observed gravity values.
 DP8781
 DP8781;                    North         East    Units  Estimated Accuracy
 DP8781;SPC WI C     -   176,216.3     679,400.8     MT  (+/- 3 meters HH1 GPS) 
 DP8781
 DP8781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4463830932(NAD 83)
 DP8781
 DP8781                          SUPERSEDED SURVEY CONTROL
 DP8781
 DP8781.No superseded survey control is available for this station.
 DP8781
 DP8781_MARKER: DD = SURVEY DISK
 DP8781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8781_STAMPING: 6W54 2012
 DP8781_MARK LOGO: WIDT
 DP8781_PROJECTION: FLUSH
 DP8781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8781+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DP8781
 DP8781  HISTORY     - Date     Condition        Report By
 DP8781  HISTORY     - 2012     MONUMENTED       WIDT
 DP8781  HISTORY     - 20140812 GOOD             WIDT
 DP8781
 DP8781                          STATION DESCRIPTION
 DP8781
 DP8781'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8781'THE STATION IS APPROXIMATELY 9.7 MI (15.6 KM) EAST-SOUTHEAST OF ELCHO,
 DP8781'5.3 MI (8.5 KM) NORTHWEST OF PICKEREL AND 4.6 MI (7.4 KM) SOUTH OF
 DP8781'MOLE LAKE.
 DP8781'
 DP8781'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8781'HIGHWAY K ABOUT 6.5 MI (10.5 KM) NORTHWEST OF THE COMMUNITY OF
 DP8781'PICKEREL, GO SOUTH ON STATE HIGHWAY 55 FOR 1.8 MI (2.9 KM) TO STEWART
 DP8781'LANE ON THE LEFT AND THE STATION ON THE RIGHT.
 DP8781'
 DP8781'THE STATION IS 7.9 M (25.9 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DP8781'55, 46.3 M (151.9 FT) NORTH OF THE EXTENDED CENTERLINE OF STEWART
 DP8781'LANE, 11.8 M (38.7 FT) SOUTH OF A POWER POLE -3412 22W2- AND 0.6 M
 DP8781'(2.0 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DP8781'
 DP8781'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8781'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE NORTH
 DP8781'EXTENDING TO 30 DEGREES AND A TREE LINE TO THE EAST EXTENDING TO 25
 DP8781'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8781'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8781'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8781'0.4 M (1.3 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8782 ***********************************************************************
 DP8782  DESIGNATION -  6W55
 DP8782  PID         -  DP8782
 DP8782  STATE/COUNTY-  WI/LANGLADE
 DP8782  COUNTRY     -  US
 DP8782  USGS QUAD   -  MOLE LAKE (2018)
 DP8782
 DP8782                         *CURRENT SURVEY CONTROL
 DP8782  ______________________________________________________________________
 DP8782* NAD 83(1986) POSITION- 45 26 23.33   (N) 088 58 49.52   (W)   HD_HELD1
 DP8782* NAVD 88 ORTHO HEIGHT -   473.722 (meters)     1554.20  (feet) ADJUSTED
 DP8782  ______________________________________________________________________
 DP8782  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 DP8782  DYNAMIC HEIGHT  -        473.677 (meters)     1554.06  (feet) COMP
 DP8782  MODELED GRAVITY -    980,507.2   (mgal)                       NAVD 88
 DP8782
 DP8782  VERT ORDER      -  SECOND    CLASS I
 DP8782
 DP8782.The horizontal coordinates were determined by differentially corrected
 DP8782.hand held GPS observations or other comparable positioning techniques
 DP8782.and have an estimated accuracy of +/- 3 meters.
 DP8782
 DP8782.The orthometric height was determined by differential leveling and
 DP8782.adjusted by the NATIONAL GEODETIC SURVEY
 DP8782.in February 2017.
 DP8782
 DP8782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8782.GEOID18 height accuracy estimate available here.
 DP8782
 DP8782.Click photographs - Photos may exist for this station.
 DP8782
 DP8782.The dynamic height is computed by dividing the NAVD 88
 DP8782.geopotential number by the normal gravity value computed on the
 DP8782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8782.degrees latitude (g = 980.6199 gals.).
 DP8782
 DP8782.The modeled gravity was interpolated from observed gravity values.
 DP8782
 DP8782;                    North         East    Units  Estimated Accuracy
 DP8782;SPC WI C     -   179,017.2     679,770.1     MT  (+/- 3 meters HH1 GPS) 
 DP8782
 DP8782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4511133717(NAD 83)
 DP8782
 DP8782                          SUPERSEDED SURVEY CONTROL
 DP8782
 DP8782.No superseded survey control is available for this station.
 DP8782
 DP8782_MARKER: DD = SURVEY DISK
 DP8782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8782_STAMPING: 6W55 2012
 DP8782_MARK LOGO: WIDT
 DP8782_PROJECTION: FLUSH
 DP8782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8782+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DP8782
 DP8782  HISTORY     - Date     Condition        Report By
 DP8782  HISTORY     - 2012     MONUMENTED       WIDT
 DP8782  HISTORY     - 20140812 GOOD             WIDT
 DP8782
 DP8782                          STATION DESCRIPTION
 DP8782
 DP8782'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8782'THE STATION IS APPROXIMATELY 9.9 MI (15.9 KM) SOUTHEAST OF PELICAN
 DP8782'LAKE, 6.5 MI (10.5 KM) NORTHWEST OF PICKEREL AND 2.8 MI (4.5 KM)
 DP8782'SOUTHWEST OF MOLE LAKE.
 DP8782'
 DP8782'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8782'HIGHWAY K, ABOUT 6.5 MI (10.5 KM) NORTHWEST OF THE COMMUNITY OF
 DP8782'PICKEREL.
 DP8782'
 DP8782'THE STATION IS 30.7 M (100.7 FT) WEST OF THE CENTERLINE OF STATE
 DP8782'HIGHWAY 55, 12.0 M (39.4 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DP8782'K, 28.1 M (92.2 FT) EAST-SOUTHEAST OF A UTILITY JUNCTION BOX, 24.2 M
 DP8782'(79.4 FT) WEST-SOUTHWEST OF A -CTH K- SIGN AND LOCATED IN THE CENTER
 DP8782'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8782'
 DP8782'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8782'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTH
 DP8782'EXTENDING TO 40 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE
 DP8782'SOUTHWEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8782'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8782'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8782'POST, APPROXIMATELY 1.0 M (3.3 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8731 ***********************************************************************
 DP8731  DESIGNATION -  6W74
 DP8731  PID         -  DP8731
 DP8731  STATE/COUNTY-  WI/OCONTO
 DP8731  COUNTRY     -  US
 DP8731  USGS QUAD   -  SHADOW LAKE (2018)
 DP8731
 DP8731                         *CURRENT SURVEY CONTROL
 DP8731  ______________________________________________________________________
 DP8731* NAD 83(1986) POSITION- 45 12 55.49   (N) 088 30 35.90   (W)   HD_HELD1
 DP8731* NAVD 88 ORTHO HEIGHT -   332.633 (meters)     1091.31  (feet) ADJUSTED
 DP8731  ______________________________________________________________________
 DP8731  GEOID HEIGHT    -        -35.592 (meters)                     GEOID18
 DP8731  DYNAMIC HEIGHT  -        332.596 (meters)     1091.19  (feet) COMP
 DP8731  MODELED GRAVITY -    980,496.1   (mgal)                       NAVD 88
 DP8731
 DP8731  VERT ORDER      -  SECOND    CLASS I
 DP8731
 DP8731.The horizontal coordinates were determined by differentially corrected
 DP8731.hand held GPS observations or other comparable positioning techniques
 DP8731.and have an estimated accuracy of +/- 3 meters.
 DP8731
 DP8731.The orthometric height was determined by differential leveling and
 DP8731.adjusted by the NATIONAL GEODETIC SURVEY
 DP8731.in February 2017.
 DP8731
 DP8731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8731.GEOID18 height accuracy estimate available here.
 DP8731
 DP8731.Click photographs - Photos may exist for this station.
 DP8731
 DP8731.The dynamic height is computed by dividing the NAVD 88
 DP8731.geopotential number by the normal gravity value computed on the
 DP8731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8731.degrees latitude (g = 980.6199 gals.).
 DP8731
 DP8731.The modeled gravity was interpolated from observed gravity values.
 DP8731
 DP8731;                    North         East    Units  Estimated Accuracy
 DP8731;SPC WI C     -   154,651.4     717,031.5     MT  (+/- 3 meters HH1 GPS) 
 DP8731
 DP8731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8143707989(NAD 83)
 DP8731
 DP8731                          SUPERSEDED SURVEY CONTROL
 DP8731
 DP8731.No superseded survey control is available for this station.
 DP8731
 DP8731_MARKER: DD = SURVEY DISK
 DP8731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8731_STAMPING: 6W74 2012
 DP8731_MARK LOGO: WIDT
 DP8731_PROJECTION: PROJECTING 6 CENTIMETERS
 DP8731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8731+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2014
 DP8731
 DP8731  HISTORY     - Date     Condition        Report By
 DP8731  HISTORY     - 2012     MONUMENTED       WIDT
 DP8731  HISTORY     - 20140909 GOOD             WIDT
 DP8731
 DP8731                          STATION DESCRIPTION
 DP8731
 DP8731'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8731'THE STATION IS APPROXIMATELY 13.8 MI (22.2 KM) EAST-SOUTHEAST OF
 DP8731'HOLLISTER, 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF LAKEWOOD, AND 2.7 MI
 DP8731'(4.3 KM) NORTHWEST OF MOUNTAIN.
 DP8731'
 DP8731'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WEST WITH
 DP8731'STATE HIGHWAY 32 ABOUT 2 MI (3.2 KM) NORTHWEST OF THE COMMUNITY OF
 DP8731'MOUNTAIN, GO NORTH ON STATE HIGHWAY 32 FOR 0.7 MI (1.1 KM) TO A GRAVEL
 DP8731'ACCESS DRIVEWAY ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8731'
 DP8731'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP8731'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP8731'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DP8731'THE STATION IS 16.7 M (54.8 FT) EAST OF THE CENTERLINE OF STATE
 DP8731'HIGHWAY 32, ABOUT 60 M (196.9 FT) SOUTH OF A BRIDGE OVER THE FIRST
 DP8731'SOUTH BRANCH OF THE OCONTO RIVER, 42.8 M (140.4 FT) SOUTH OF A POWER
 DP8731'POLE -3216 33W29-, 25.2 M (82.7 FT) NORTHWEST OF A POWER POLE -3216
 DP8731'33W2-, 14 M (45.9 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY, AND
 DP8731'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8731'WITNESS POSTS.
 DP8731'
 DP8731'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8731'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST AND TREES TO
 DP8731'THE WEST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8729 ***********************************************************************
 DP8729  DESIGNATION -  6W75
 DP8729  PID         -  DP8729
 DP8729  STATE/COUNTY-  WI/OCONTO
 DP8729  COUNTRY     -  US
 DP8729  USGS QUAD   -  TOWNSEND (2018)
 DP8729
 DP8729                         *CURRENT SURVEY CONTROL
 DP8729  ______________________________________________________________________
 DP8729* NAD 83(1986) POSITION- 45 16 31.5    (N) 088 30 34.1    (W)   HD_HELD2
 DP8729* NAVD 88 ORTHO HEIGHT -   368.707 (meters)     1209.67  (feet) ADJUSTED
 DP8729  ______________________________________________________________________
 DP8729  GEOID HEIGHT    -        -35.416 (meters)                     GEOID18
 DP8729  DYNAMIC HEIGHT  -        368.667 (meters)     1209.54  (feet) COMP
 DP8729  MODELED GRAVITY -    980,497.7   (mgal)                       NAVD 88
 DP8729
 DP8729  VERT ORDER      -  SECOND    CLASS I
 DP8729
 DP8729.The horizontal coordinates were established by autonomous hand held GPS
 DP8729.observations and have an estimated accuracy of +/- 10 meters.
 DP8729
 DP8729.The orthometric height was determined by differential leveling and
 DP8729.adjusted by the NATIONAL GEODETIC SURVEY
 DP8729.in February 2017.
 DP8729
 DP8729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8729.GEOID18 height accuracy estimate available here.
 DP8729
 DP8729.Click photographs - Photos may exist for this station.
 DP8729
 DP8729.The dynamic height is computed by dividing the NAVD 88
 DP8729.geopotential number by the normal gravity value computed on the
 DP8729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8729.degrees latitude (g = 980.6199 gals.).
 DP8729
 DP8729.The modeled gravity was interpolated from observed gravity values.
 DP8729
 DP8729;                    North         East    Units  Estimated Accuracy
 DP8729;SPC WI C     -   161,319.      716,948.      MT  (+/- 10 meters HH2 GPS)
 DP8729
 DP8729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8160114654(NAD 83)
 DP8729
 DP8729                          SUPERSEDED SURVEY CONTROL
 DP8729
 DP8729.No superseded survey control is available for this station.
 DP8729
 DP8729_MARKER: DD = SURVEY DISK
 DP8729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8729_STAMPING: 6W75 2012
 DP8729_MARK LOGO: WIDT
 DP8729_PROJECTION: PROJECTING 6 CENTIMETERS
 DP8729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8729+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2014
 DP8729
 DP8729  HISTORY     - Date     Condition        Report By
 DP8729  HISTORY     - 2012     MONUMENTED       WIDT
 DP8729  HISTORY     - 20140905 GOOD             WIDT
 DP8729
 DP8729                          STATION DESCRIPTION
 DP8729
 DP8729'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8729'THE STATION IS APPROXIMATELY 13.6 MI (21.9 KM) EAST-NORTHEAST OF
 DP8729'HOLLISTER, 6.5 MI (10.5 KM) NORTHWEST OF MOUNTAIN AND 1.8 MI (2.9 KM)
 DP8729'SOUTH-SOUTHEAST OF LAKEWOOD.
 DP8729'
 DP8729'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8729'HIGHWAY F IN THE COMMUNITY OF LAKEWOOD, GO SOUTH ON STATE HIGHWAY 32
 DP8729'FOR 1.5 MI (2.4 KM) TO MAIDEN LAKE ROAD ON THE RIGHT.  CONTINUE SOUTH
 DP8729'ON STATE HIGHWAY 32 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DP8729'
 DP8729'THE STATION IS 13.7 M (44.9 FT) WEST OF THE CENTERLINE OF STATE
 DP8729'HIGHWAY 32, 41.7 M (136.8 FT) NORTH-NORTHWEST OF THE WEST END OF THE
 DP8729'SOUTH GUARDRAIL, 39.0 M (128.0 FT) NORTHWEST OF A -NO PASSING ZONE-
 DP8729'SIGN AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8729'PLASTIC WITNESS POSTS.
 DP8729'
 DP8729'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8729'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH AND TREES TO
 DP8729'THE SOUTH EXTENDING TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8729'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8729'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8729'POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8292 ***********************************************************************
 DP8292  DESIGNATION -  6W76
 DP8292  PID         -  DP8292
 DP8292  STATE/COUNTY-  WI/OCONTO
 DP8292  COUNTRY     -  US
 DP8292  USGS QUAD   -  TOWNSEND (2018)
 DP8292
 DP8292                         *CURRENT SURVEY CONTROL
 DP8292  ______________________________________________________________________
 DP8292* NAD 83(1986) POSITION- 45 18 05.25   (N) 088 31 45.67   (W)   HD_HELD1
 DP8292* NAVD 88 ORTHO HEIGHT -   391.013 (meters)     1282.85  (feet) ADJUSTED
 DP8292  ______________________________________________________________________
 DP8292  GEOID HEIGHT    -        -35.305 (meters)                     GEOID18
 DP8292  DYNAMIC HEIGHT  -        390.971 (meters)     1282.71  (feet) COMP
 DP8292  MODELED GRAVITY -    980,496.1   (mgal)                       NAVD 88
 DP8292
 DP8292  VERT ORDER      -  SECOND    CLASS I
 DP8292
 DP8292.The horizontal coordinates were determined by differentially corrected
 DP8292.hand held GPS observations or other comparable positioning techniques
 DP8292.and have an estimated accuracy of +/- 3 meters.
 DP8292
 DP8292.The orthometric height was determined by differential leveling and
 DP8292.adjusted by the NATIONAL GEODETIC SURVEY
 DP8292.in February 2017.
 DP8292
 DP8292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8292.GEOID18 height accuracy estimate available here.
 DP8292
 DP8292.Click photographs - Photos may exist for this station.
 DP8292
 DP8292.The dynamic height is computed by dividing the NAVD 88
 DP8292.geopotential number by the normal gravity value computed on the
 DP8292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8292.degrees latitude (g = 980.6199 gals.).
 DP8292
 DP8292.The modeled gravity was interpolated from observed gravity values.
 DP8292
 DP8292;                    North         East    Units  Estimated Accuracy
 DP8292;SPC WI C     -   164,184.5     715,336.3     MT  (+/- 3 meters HH1 GPS) 
 DP8292
 DP8292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8009717577(NAD 83)
 DP8292
 DP8292                          SUPERSEDED SURVEY CONTROL
 DP8292
 DP8292.No superseded survey control is available for this station.
 DP8292
 DP8292_MARKER: DD = SURVEY DISK
 DP8292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8292_STAMPING: 6W76 2012
 DP8292_MARK LOGO: WIDT
 DP8292_PROJECTION: FLUSH
 DP8292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8292+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2014
 DP8292
 DP8292  HISTORY     - Date     Condition        Report By
 DP8292  HISTORY     - 2012     MONUMENTED       WIDT
 DP8292  HISTORY     - 20140905 GOOD             WIDT
 DP8292
 DP8292                          STATION DESCRIPTION
 DP8292
 DP8292'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8292'HE STATION IS LOCATED IN THE COMMUNITY OF LAKEWOOD, APPROXIMATELY 8 MI
 DP8292'(12.9 KM) NORTH OF MOUNTAIN AND 4 MI (6.4 KM) SOUTHEAST OF TOWNSEND.
 DP8292'
 DP8292'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8292'HIGHWAY F IN THE COMMUNITY OF LAKEWOOD, GO NORTHWEST ON STATE HIGHWAY
 DP8292'32 FOR 0.3 MI (0.5 KM) TO EMMALEA LANE ON THE RIGHT AND THE STATION ON
 DP8292'THE RIGHT.
 DP8292'
 DP8292'THE STATION IS 11.8 M (38.7 FT) NORTH OF THE CENTERLINE OF STATE
 DP8292'HIGHWAY 32, 25.0 M (82.0 FT) WEST OF THE CENTERLINE OF EMMALEA LANE,
 DP8292'20.5 M (67.3 FT) EAST-SOUTHEAST OF A UTILITY JUNCTION BOX -5478-, 13.8
 DP8292'M (45.3 FT) WEST OF THE WEST END OF STEEL CULVERT PIPE, 6.8 M (22.3
 DP8292'FT) SOUTH OF THE BACK OF CURB FOR A GAS STATION PARKING LOT AND 0.5 M
 DP8292'(1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DP8292'
 DP8292'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8292'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST AND TREES
 DP8292'TO THE SOUTH EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE STATION
 DP8292'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DP8292'CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER
 DP8292'CONCRETE POST, APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8813 ***********************************************************************
 DP8813  DESIGNATION -  6W77
 DP8813  PID         -  DP8813
 DP8813  STATE/COUNTY-  WI/OCONTO
 DP8813  COUNTRY     -  US
 DP8813  USGS QUAD   -  TOWNSEND (2018)
 DP8813
 DP8813                         *CURRENT SURVEY CONTROL
 DP8813  ______________________________________________________________________
 DP8813* NAD 83(1986) POSITION- 45 18 27.5    (N) 088 33 19.9    (W)   HD_HELD2
 DP8813* NAVD 88 ORTHO HEIGHT -   391.271 (meters)     1283.69  (feet) ADJUSTED
 DP8813  ______________________________________________________________________
 DP8813  GEOID HEIGHT    -        -35.245 (meters)                     GEOID18
 DP8813  DYNAMIC HEIGHT  -        391.227 (meters)     1283.55  (feet) COMP
 DP8813  MODELED GRAVITY -    980,492.6   (mgal)                       NAVD 88
 DP8813
 DP8813  VERT ORDER      -  SECOND    CLASS I
 DP8813
 DP8813.The horizontal coordinates were established by autonomous hand held GPS
 DP8813.observations and have an estimated accuracy of +/- 10 meters.
 DP8813
 DP8813.The orthometric height was determined by differential leveling and
 DP8813.adjusted by the NATIONAL GEODETIC SURVEY
 DP8813.in February 2017.
 DP8813
 DP8813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8813.GEOID18 height accuracy estimate available here.
 DP8813
 DP8813.Click photographs - Photos may exist for this station.
 DP8813
 DP8813.The dynamic height is computed by dividing the NAVD 88
 DP8813.geopotential number by the normal gravity value computed on the
 DP8813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8813.degrees latitude (g = 980.6199 gals.).
 DP8813
 DP8813.The modeled gravity was interpolated from observed gravity values.
 DP8813
 DP8813;                    North         East    Units  Estimated Accuracy
 DP8813;SPC WI C     -   164,834.      713,271.      MT  (+/- 10 meters HH2 GPS)
 DP8813
 DP8813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7805818302(NAD 83)
 DP8813
 DP8813                          SUPERSEDED SURVEY CONTROL
 DP8813
 DP8813.No superseded survey control is available for this station.
 DP8813
 DP8813_MARKER: DD = SURVEY DISK
 DP8813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8813_STAMPING: 6W77 2012
 DP8813_MARK LOGO: WIDT
 DP8813_PROJECTION: FLUSH
 DP8813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8813+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2014
 DP8813
 DP8813  HISTORY     - Date     Condition        Report By
 DP8813  HISTORY     - 2012     MONUMENTED       WIDT
 DP8813  HISTORY     - 20140904 GOOD             WIDT
 DP8813
 DP8813                          STATION DESCRIPTION
 DP8813
 DP8813'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8813'THE STATION IS APPROXIMATELY 12.3 MI (19.8 KM) EAST-NORTHEAST OF
 DP8813'HOLLISTER, 2.2 MI (3.5 KM) SOUTHEAST OF TOWNSEND AND 1.6 MI (2.6 KM)
 DP8813'NORTHWEST OF LAKEWOOD.
 DP8813'
 DP8813'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8813'HIGHWAY F IN THE COMMUNITY OF LAKEWOOD, GO NORTHWEST ON STATE HIGHWAY
 DP8813'32 FOR 1.65 MI (2.7 KM) TO VILLAGE VIEW ROAD ON THE RIGHT AND THE
 DP8813'STATION AHEAD ON THE RIGHT.
 DP8813'
 DP8813'THE STATION IS 20.1 M (65.9 FT) NORTH OF THE CENTERLINE OF STATE
 DP8813'HIGHWAY 32, 44.1 M (144.7 FT) WEST OF THE CENTERLINE OF NORTH VILLAGE
 DP8813'VIEW ROAD, 17.0 M (55.8 FT) WEST-SOUTHWEST OF A UTILITY JUNCTION BOX
 DP8813'-5000 14-, 15.0 M (49.2 FT) WEST-SOUTHWEST OF A UTILITY JUNCTION BOX
 DP8813'-FO 06-, 21.7 M (71.2 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 DP8813'THE LAKEWOOD-TOWNSEND AMBULANCE BUILDING AND 0.6 M (2.0 FT) SOUTH OF A
 DP8813'WHITE PLASTIC WITNESS POST.
 DP8813'
 DP8813'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 35
 DP8813'DEGREES ABOVE THE HORIZON AND TREES TO THE EAST AND TO THE WEST
 DP8813'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8813'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8813'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8813'LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8726 ***********************************************************************
 DP8726  DESIGNATION -  6W80
 DP8726  PID         -  DP8726
 DP8726  STATE/COUNTY-  WI/FOREST
 DP8726  COUNTRY     -  US
 DP8726  USGS QUAD   -  WABENO (2018)
 DP8726
 DP8726                         *CURRENT SURVEY CONTROL
 DP8726  ______________________________________________________________________
 DP8726* NAD 83(1986) POSITION- 45 25 47.43   (N) 088 38 08.17   (W)   HD_HELD1
 DP8726* NAVD 88 ORTHO HEIGHT -   477.987 (meters)     1568.20  (feet) ADJUSTED
 DP8726  ______________________________________________________________________
 DP8726  GEOID HEIGHT    -        -34.562 (meters)                     GEOID18
 DP8726  DYNAMIC HEIGHT  -        477.936 (meters)     1568.03  (feet) COMP
 DP8726  MODELED GRAVITY -    980,494.0   (mgal)                       NAVD 88
 DP8726
 DP8726  VERT ORDER      -  SECOND    CLASS I
 DP8726
 DP8726.The horizontal coordinates were determined by differentially corrected
 DP8726.hand held GPS observations or other comparable positioning techniques
 DP8726.and have an estimated accuracy of +/- 3 meters.
 DP8726
 DP8726.The orthometric height was determined by differential leveling and
 DP8726.adjusted by the NATIONAL GEODETIC SURVEY
 DP8726.in February 2017.
 DP8726
 DP8726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8726.GEOID18 height accuracy estimate available here.
 DP8726
 DP8726.Click photographs - Photos may exist for this station.
 DP8726
 DP8726.The dynamic height is computed by dividing the NAVD 88
 DP8726.geopotential number by the normal gravity value computed on the
 DP8726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8726.degrees latitude (g = 980.6199 gals.).
 DP8726
 DP8726.The modeled gravity was interpolated from observed gravity values.
 DP8726
 DP8726;                    North         East    Units  Estimated Accuracy
 DP8726;SPC WI N     -    30,167.5     706,768.7     MT  (+/- 3 meters HH1 GPS) 
 DP8726
 DP8726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7205732003(NAD 83)
 DP8726
 DP8726                          SUPERSEDED SURVEY CONTROL
 DP8726
 DP8726.No superseded survey control is available for this station.
 DP8726
 DP8726_MARKER: DD = SURVEY DISK
 DP8726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8726_STAMPING: 6W80 2012
 DP8726_MARK LOGO: WIDT
 DP8726_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8726+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2014
 DP8726
 DP8726  HISTORY     - Date     Condition        Report By
 DP8726  HISTORY     - 2012     MONUMENTED       WIDT
 DP8726  HISTORY     - 20140828 GOOD             WIDT
 DP8726
 DP8726                          STATION DESCRIPTION
 DP8726
 DP8726'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8726'THE STATION IS APPROXIMATELY 14.1 MI (22.7 KM) NORTHEAST OF PICKEREL,
 DP8726'2.6 MI (4.2 KM) NORTH-NORTHWEST OF CARTER AND 0.6 MI (1.0 KM)
 DP8726'SOUTHEAST OF WABENO.
 DP8726'
 DP8726'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8726'HIGHWAY C IN THE COMMUNITY OF WABENO, GO SOUTH ON STATE HIGHWAY 32 FOR
 DP8726'0.6 MI (1.0 KM) TO THE STATION ON THE LEFT.
 DP8726'
 DP8726'THE STATION IS 26.5 M (86.9 FT) EAST OF THE CENTERLINE OF STATE
 DP8726'HIGHWAY 32, 25.0 M (82.0 FT) NORTHWEST OF A UTILITY JUNCTION BOX
 DP8726'-1293-, 18 M (59.1 FT) NORTH OF A DRIVEWAY -WELDING FABRICATION- AND
 DP8726'0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DP8726'
 DP8726'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8726'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8726'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8726'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8726'1.8 M (5.9 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8814 ***********************************************************************
 DP8814  DESIGNATION -  6W81
 DP8814  PID         -  DP8814
 DP8814  STATE/COUNTY-  WI/FOREST
 DP8814  COUNTRY     -  US
 DP8814  USGS QUAD   -  WABENO (2018)
 DP8814
 DP8814                         *CURRENT SURVEY CONTROL
 DP8814  ______________________________________________________________________
 DP8814* NAD 83(1986) POSITION- 45 27 00.0    (N) 088 40 32.1    (W)   HD_HELD2
 DP8814* NAVD 88 ORTHO HEIGHT -   475.738 (meters)     1560.82  (feet) ADJUSTED
 DP8814  ______________________________________________________________________
 DP8814  GEOID HEIGHT    -        -34.375 (meters)                     GEOID18
 DP8814  DYNAMIC HEIGHT  -        475.688 (meters)     1560.65  (feet) COMP
 DP8814  MODELED GRAVITY -    980,496.9   (mgal)                       NAVD 88
 DP8814
 DP8814  VERT ORDER      -  SECOND    CLASS I
 DP8814
 DP8814.The horizontal coordinates were established by autonomous hand held GPS
 DP8814.observations and have an estimated accuracy of +/- 10 meters.
 DP8814
 DP8814.The orthometric height was determined by differential leveling and
 DP8814.adjusted by the NATIONAL GEODETIC SURVEY
 DP8814.in February 2017.
 DP8814
 DP8814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8814.GEOID18 height accuracy estimate available here.
 DP8814
 DP8814.Click photographs - Photos may exist for this station.
 DP8814
 DP8814.The dynamic height is computed by dividing the NAVD 88
 DP8814.geopotential number by the normal gravity value computed on the
 DP8814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8814.degrees latitude (g = 980.6199 gals.).
 DP8814
 DP8814.The modeled gravity was interpolated from observed gravity values.
 DP8814
 DP8814;                    North         East    Units  Estimated Accuracy
 DP8814;SPC WI N     -    32,355.      703,603.      MT  (+/- 10 meters HH2 GPS)
 DP8814
 DP8814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6897634307(NAD 83)
 DP8814
 DP8814                          SUPERSEDED SURVEY CONTROL
 DP8814
 DP8814.No superseded survey control is available for this station.
 DP8814
 DP8814_MARKER: DD = SURVEY DISK
 DP8814_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP8814_SP_SET: BRIDGE PARAPET WALL
 DP8814_STAMPING: 6W81 2012
 DP8814_MARK LOGO: WIDT
 DP8814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8814+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2014
 DP8814
 DP8814  HISTORY     - Date     Condition        Report By
 DP8814  HISTORY     - 2012     MONUMENTED       WIDT
 DP8814  HISTORY     - 20140828 GOOD             WIDT
 DP8814
 DP8814                          STATION DESCRIPTION
 DP8814
 DP8814'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8814'THE STATION IS APPROXIMATELY 7.8 MI (12.6 KM) SOUTH OF LAONA, 5.4 MI
 DP8814'(8.7 KM) SOUTHWEST OF BLACKWELL AND 1.1 MI (1.8 KM) NORTHWEST OF
 DP8814'WABENO.
 DP8814'
 DP8814'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8814'HIGHWAY H IN THE COMMUNITY OF WABENO, GO WEST CURVING NORTH ON STATE
 DP8814'HIGHWAY 32 FOR 1.7 MI (2.7 KM) TO A BRIDGE OVER THE NORTH BRANCH OF
 DP8814'THE OCONTO RIVER AND THE STATION ON THE LEFT.
 DP8814'
 DP8814'THE STATION IS 7.1 M (23.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DP8814'32, 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE PARAPET WALL AND 1.3
 DP8814'M (4.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DP8814'
 DP8814'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8814'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8814'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8814'IN A DRILL HOLE IN THE TOP OF THE SOUTH END OF THE WEST PARAPET WALL
 DP8814'OF THE BRIDGE -B 21 3 69-, APPROXIMATELY 0.8 M (2.6 FT) HIGHER THAN
 DP8814'THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8867 ***********************************************************************
 DP8867  DESIGNATION -  6X01
 DP8867  PID         -  DP8867
 DP8867  STATE/COUNTY-  WI/OCONTO
 DP8867  COUNTRY     -  US
 DP8867  USGS QUAD   -  BERRY LAKE (2018)
 DP8867
 DP8867                         *CURRENT SURVEY CONTROL
 DP8867  ______________________________________________________________________
 DP8867* NAD 83(1986) POSITION- 44 59 38.7    (N) 088 28 25.2    (W)   HD_HELD2
 DP8867* NAVD 88 ORTHO HEIGHT -   278.881 (meters)      914.96  (feet) ADJUSTED
 DP8867  ______________________________________________________________________
 DP8867  GEOID HEIGHT    -        -36.038 (meters)                     GEOID18
 DP8867  DYNAMIC HEIGHT  -        278.850 (meters)      914.86  (feet) COMP
 DP8867  MODELED GRAVITY -    980,499.7   (mgal)                       NAVD 88
 DP8867
 DP8867  VERT ORDER      -  SECOND    CLASS I
 DP8867
 DP8867.The horizontal coordinates were established by autonomous hand held GPS
 DP8867.observations and have an estimated accuracy of +/- 10 meters.
 DP8867
 DP8867.The orthometric height was determined by differential leveling and
 DP8867.adjusted by the NATIONAL GEODETIC SURVEY
 DP8867.in February 2017.
 DP8867
 DP8867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8867.GEOID18 height accuracy estimate available here.
 DP8867
 DP8867.Click photographs - Photos may exist for this station.
 DP8867
 DP8867.The dynamic height is computed by dividing the NAVD 88
 DP8867.geopotential number by the normal gravity value computed on the
 DP8867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8867.degrees latitude (g = 980.6199 gals.).
 DP8867
 DP8867.The modeled gravity was interpolated from observed gravity values.
 DP8867
 DP8867;                    North         East    Units  Estimated Accuracy
 DP8867;SPC WI C     -   130,113.      720,345.      MT  (+/- 10 meters HH2 GPS)
 DP8867
 DP8867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8384083349(NAD 83)
 DP8867
 DP8867                          SUPERSEDED SURVEY CONTROL
 DP8867
 DP8867.No superseded survey control is available for this station.
 DP8867
 DP8867_MARKER: DD = SURVEY DISK
 DP8867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8867_STAMPING: 6X01 2012
 DP8867_MARK LOGO: WIDT
 DP8867_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8867_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8867+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP8867
 DP8867  HISTORY     - Date     Condition        Report By
 DP8867  HISTORY     - 2012     MONUMENTED       WIDT
 DP8867  HISTORY     - 20140701 GOOD             WIDT
 DP8867
 DP8867                          STATION DESCRIPTION
 DP8867
 DP8867'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8867'THE STATION IS APPROXIMATELY 11 MI (17.7 KM) NORTHEAST OF KESHENA, 6
 DP8867'MI (9.7 KM) SOUTHWEST OF BREED AND 5 MI (8.0 KM) WEST-SOUTHWEST OF
 DP8867'SURING.
 DP8867'
 DP8867'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8867'HIGHWAY M, LOCATED APPROXIMATELY 2 MI (3.2 KM) WEST OF THE VILLAGE OF
 DP8867'SURING, GO WEST ON COUNTY HIGHWAY M FOR 2.9 MI (4.7 KM) TO ELM ROAD ON
 DP8867'THE LEFT.  CONTINUE WEST ON COUNTY HIGHWAY M FOR 0.3 MI (0.5 KM) TO
 DP8867'THE STATION ON THE LEFT.
 DP8867'
 DP8867'THE STATION IS 12.0 M (39.4 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8867'HIGHWAY M, 48.4 M (158.8 FT) WEST OF THE CENTERLINE OF THE
 DP8867'WESTERN-MOST DRIVEWAY EXTENDED FOR A CEMETERY, 15.9 M (52.2 FT) EAST
 DP8867'OF A POWER POLE -5- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP8867'THREE WHITE PLASTIC WITNESS POSTS.
 DP8867'
 DP8867'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8867'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED POWER POLE TO THE
 DP8867'WEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8867'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8867'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8867'POST, APPROXIMATELY 0.3 M (1.0 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8866 ***********************************************************************
 DP8866  DESIGNATION -  6X02
 DP8866  PID         -  DP8866
 DP8866  STATE/COUNTY-  WI/OCONTO
 DP8866  COUNTRY     -  US
 DP8866  USGS QUAD   -  BERRY LAKE (2018)
 DP8866
 DP8866                         *CURRENT SURVEY CONTROL
 DP8866  ______________________________________________________________________
 DP8866* NAD 83(1986) POSITION- 44 59 36.2    (N) 088 26 38.3    (W)   HD_HELD2
 DP8866* NAVD 88 ORTHO HEIGHT -   259.578 (meters)      851.63  (feet) ADJUSTED
 DP8866  ______________________________________________________________________
 DP8866  GEOID HEIGHT    -        -36.049 (meters)                     GEOID18
 DP8866  DYNAMIC HEIGHT  -        259.550 (meters)      851.54  (feet) COMP
 DP8866  MODELED GRAVITY -    980,501.7   (mgal)                       NAVD 88
 DP8866
 DP8866  VERT ORDER      -  SECOND    CLASS I
 DP8866
 DP8866.The horizontal coordinates were established by autonomous hand held GPS
 DP8866.observations and have an estimated accuracy of +/- 10 meters.
 DP8866
 DP8866.The orthometric height was determined by differential leveling and
 DP8866.adjusted by the NATIONAL GEODETIC SURVEY
 DP8866.in February 2017.
 DP8866
 DP8866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8866.GEOID18 height accuracy estimate available here.
 DP8866
 DP8866.Click photographs - Photos may exist for this station.
 DP8866
 DP8866.The dynamic height is computed by dividing the NAVD 88
 DP8866.geopotential number by the normal gravity value computed on the
 DP8866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8866.degrees latitude (g = 980.6199 gals.).
 DP8866
 DP8866.The modeled gravity was interpolated from observed gravity values.
 DP8866
 DP8866;                    North         East    Units  Estimated Accuracy
 DP8866;SPC WI C     -   130,080.      722,687.      MT  (+/- 10 meters HH2 GPS)
 DP8866
 DP8866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8617983230(NAD 83)
 DP8866
 DP8866                          SUPERSEDED SURVEY CONTROL
 DP8866
 DP8866.No superseded survey control is available for this station.
 DP8866
 DP8866_MARKER: DD = SURVEY DISK
 DP8866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8866_STAMPING: 6X02 2012
 DP8866_MARK LOGO: WIDT
 DP8866_PROJECTION: FLUSH
 DP8866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8866+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP8866
 DP8866  HISTORY     - Date     Condition        Report By
 DP8866  HISTORY     - 2012     MONUMENTED       WIDT
 DP8866  HISTORY     - 20140701 GOOD             WIDT
 DP8866
 DP8866                          STATION DESCRIPTION
 DP8866
 DP8866'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8866'THE STATION IS APPROXIMATELY 12 MI (19.3 KM) NORTHEAST OF KESHENA, 6
 DP8866'MI (9.7 KM) SOUTH-SOUTHWEST OF BREED AND 4 MI (6.4 KM) WEST-SOUTHWEST
 DP8866'OF SURING.
 DP8866'
 DP8866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8866'HIGHWAY M, LOCATED APPROXIMATELY 2 MI (3.2 KM) WEST OF THE VILLAGE OF
 DP8866'SURING, GO WEST ON COUNTY HIGHWAY M FOR 1.8 MI (2.9 KM) TO CLEAR LANE
 DP8866'ON THE LEFT AND THE STATION ON THE LEFT.
 DP8866'
 DP8866'THE STATION IS 33.3 M (109.3 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DP8866'HIGHWAY M, 12.9 M (42.3 FT) SOUTHWEST OF THE CENTERLINE OF CLEAR LANE,
 DP8866'12.1 M (39.7 FT) WEST-NORTHWEST OF A POWER POLE -REA 20- AND LOCATED
 DP8866'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP8866'POSTS.
 DP8866'
 DP8866'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8866'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED POWER POLE TO THE
 DP8866'EAST-SOUTHEAST OF THE STATION EXTENDING TO 35 DEGREES ABOVE THE
 DP8866'HORIZON.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8866'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8866'A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.4 M (1.3 FT)
 DP8866'LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8310 ***********************************************************************
 DP8310  DESIGNATION -  6X03
 DP8310  PID         -  DP8310
 DP8310  STATE/COUNTY-  WI/OCONTO
 DP8310  COUNTRY     -  US
 DP8310  USGS QUAD   -  BERRY LAKE (2018)
 DP8310
 DP8310                         *CURRENT SURVEY CONTROL
 DP8310  ______________________________________________________________________
 DP8310* NAD 83(1986) POSITION- 44 59 59.3    (N) 088 25 02.6    (W)   HD_HELD2
 DP8310* NAVD 88 ORTHO HEIGHT -   268.445 (meters)      880.72  (feet) ADJUSTED
 DP8310  ______________________________________________________________________
 DP8310  GEOID HEIGHT    -        -36.050 (meters)                     GEOID18
 DP8310  DYNAMIC HEIGHT  -        268.416 (meters)      880.63  (feet) COMP
 DP8310  MODELED GRAVITY -    980,502.4   (mgal)                       NAVD 88
 DP8310
 DP8310  VERT ORDER      -  SECOND    CLASS I
 DP8310
 DP8310.The horizontal coordinates were established by autonomous hand held GPS
 DP8310.observations and have an estimated accuracy of +/- 10 meters.
 DP8310
 DP8310.The orthometric height was determined by differential leveling and
 DP8310.adjusted by the NATIONAL GEODETIC SURVEY
 DP8310.in February 2017.
 DP8310
 DP8310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8310.GEOID18 height accuracy estimate available here.
 DP8310
 DP8310.Click photographs - Photos may exist for this station.
 DP8310
 DP8310.The dynamic height is computed by dividing the NAVD 88
 DP8310.geopotential number by the normal gravity value computed on the
 DP8310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8310.degrees latitude (g = 980.6199 gals.).
 DP8310
 DP8310.The modeled gravity was interpolated from observed gravity values.
 DP8310
 DP8310;                    North         East    Units  Estimated Accuracy
 DP8310;SPC WI C     -   130,833.      724,769.      MT  (+/- 10 meters HH2 GPS)
 DP8310
 DP8310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8828783905(NAD 83)
 DP8310
 DP8310                          SUPERSEDED SURVEY CONTROL
 DP8310
 DP8310.No superseded survey control is available for this station.
 DP8310
 DP8310_MARKER: DD = SURVEY DISK
 DP8310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8310_STAMPING: 6X03 2012
 DP8310_MARK LOGO: WIDT
 DP8310_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8310+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2014
 DP8310
 DP8310  HISTORY     - Date     Condition        Report By
 DP8310  HISTORY     - 2012     MONUMENTED       WIDT
 DP8310  HISTORY     - 20141009 GOOD             WIDT
 DP8310
 DP8310                          STATION DESCRIPTION
 DP8310
 DP8310'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8310'HE STATION IS APPROXIMATELY 13 MI (20.9 KM) NORTHEAST OF KESHENA, 5 MI
 DP8310'(8.0 KM) SOUTH OF BREED AND 2 MI (3.2 KM) WEST OF SURING.
 DP8310'
 DP8310'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8310'HIGHWAY M ABOUT 2 MI (3.2 KM) WEST OF THE VILLAGE OF SURING, GO WEST
 DP8310'ON COUNTY HIGHWAY M FOR 0.4 MI (0.6 KM) TO RED BANK ROAD AND THE
 DP8310'STATION ON THE RIGHT.
 DP8310'
 DP8310'THE STATION IS 17.7 M (58.1 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8310'HIGHWAY M, 14.1 M (46.3 FT) EAST OF THE CENTERLINE OF RED BANK ROAD,
 DP8310'27.0 M (88.6 FT) SOUTHWEST OF THE NORTHWEST END OF A SURING BILLBOARD,
 DP8310'6.9 M (22.6 FT) SOUTHEAST OF THE EAST END AN 18-INCH (46 CM) DIAMETER
 DP8310'STEEL CULVERT PIPE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP8310'THREE WHITE PLASTIC WITNESS POSTS.
 DP8310'
 DP8310'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8310'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8310'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8310'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8310'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8611 ***********************************************************************
 DP8611  DESIGNATION -  6X12
 DP8611  PID         -  DP8611
 DP8611  STATE/COUNTY-  WI/OCONTO
 DP8611  COUNTRY     -  US
 DP8611  USGS QUAD   -  WHEELER LAKE (2018)
 DP8611
 DP8611                         *CURRENT SURVEY CONTROL
 DP8611  ______________________________________________________________________
 DP8611* NAD 83(1986) POSITION- 45 18 04.2    (N) 088 29 56.0    (W)   HD_HELD2
 DP8611* NAVD 88 ORTHO HEIGHT -   374.165 (meters)     1227.57  (feet) ADJUSTED
 DP8611  ______________________________________________________________________
 DP8611  GEOID HEIGHT    -        -35.351 (meters)                     GEOID18
 DP8611  DYNAMIC HEIGHT  -        374.123 (meters)     1227.44  (feet) COMP
 DP8611  MODELED GRAVITY -    980,494.0   (mgal)                       NAVD 88
 DP8611
 DP8611  VERT ORDER      -  SECOND    CLASS I
 DP8611
 DP8611.The horizontal coordinates were established by autonomous hand held GPS
 DP8611.observations and have an estimated accuracy of +/- 10 meters.
 DP8611
 DP8611.The orthometric height was determined by differential leveling and
 DP8611.adjusted by the NATIONAL GEODETIC SURVEY
 DP8611.in February 2017.
 DP8611
 DP8611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8611.GEOID18 height accuracy estimate available here.
 DP8611
 DP8611.Click photographs - Photos may exist for this station.
 DP8611
 DP8611.The dynamic height is computed by dividing the NAVD 88
 DP8611.geopotential number by the normal gravity value computed on the
 DP8611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8611.degrees latitude (g = 980.6199 gals.).
 DP8611
 DP8611.The modeled gravity was interpolated from observed gravity values.
 DP8611
 DP8611;                    North         East    Units  Estimated Accuracy
 DP8611;SPC WI C     -   164,196.      717,726.      MT  (+/- 10 meters HH2 GPS)
 DP8611
 DP8611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8248517499(NAD 83)
 DP8611
 DP8611                          SUPERSEDED SURVEY CONTROL
 DP8611
 DP8611.No superseded survey control is available for this station.
 DP8611
 DP8611_MARKER: DD = SURVEY DISK
 DP8611_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP8611_SP_SET: BRIDGE WING WALL
 DP8611_STAMPING: 6X12 2012
 DP8611_MARK LOGO: WIDT
 DP8611_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8611+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2014
 DP8611
 DP8611  HISTORY     - Date     Condition        Report By
 DP8611  HISTORY     - 2012     MONUMENTED       WIDT
 DP8611  HISTORY     - 20141106 GOOD             WIDT
 DP8611
 DP8611                          STATION DESCRIPTION
 DP8611
 DP8611'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8611'THE STATION IS APPROXIMATELY 10.4 MI (16.7 KM) SOUTHWEST OF SILVER
 DP8611'CLIFF, 8.1 MI (13.0 KM) NORTH-NORTHWEST OF MOUNTAIN AND 1.2 MI (1.9
 DP8611'KM) EAST OF LAKEWOOD.
 DP8611'
 DP8611'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8611'HIGHWAY F IN THE COMMUNITY OF LAKEWOOD, GO EAST THEN NORTHEAST ON
 DP8611'COUNTY HIGHWAY F FOR 1.2 MI (1.9 KM) TO A BRIDGE OVER MCCASLIN BROOK
 DP8611'AND THE STATION ON THE LEFT.
 DP8611'
 DP8611'THE STATION IS 6.7 M (22.0 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8611'HIGHWAY F, 0.4 M (1.3 FT) NORTH OF THE NORTH GUARDRAIL AND 0.7 M (2.3
 DP8611'FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DP8611'
 DP8611'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8611'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8611'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8611'IN A DRILL HOLE IN THE TOP OF THE NORTHWEST WING WALL OF THE BRIDGE
 DP8611'-B-42-31-, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8613 ***********************************************************************
 DP8613  DESIGNATION -  6X13
 DP8613  PID         -  DP8613
 DP8613  STATE/COUNTY-  WI/OCONTO
 DP8613  COUNTRY     -  US
 DP8613  USGS QUAD   -  WHEELER LAKE (2018)
 DP8613
 DP8613                         *CURRENT SURVEY CONTROL
 DP8613  ______________________________________________________________________
 DP8613* NAD 83(1986) POSITION- 45 19 27.8    (N) 088 27 28.4    (W)   HD_HELD2
 DP8613* NAVD 88 ORTHO HEIGHT -   370.497 (meters)     1215.54  (feet) ADJUSTED
 DP8613  ______________________________________________________________________
 DP8613  GEOID HEIGHT    -        -35.333 (meters)                     GEOID18
 DP8613  DYNAMIC HEIGHT  -        370.457 (meters)     1215.41  (feet) COMP
 DP8613  MODELED GRAVITY -    980,498.2   (mgal)                       NAVD 88
 DP8613
 DP8613  VERT ORDER      -  SECOND    CLASS I
 DP8613
 DP8613.The horizontal coordinates were established by autonomous hand held GPS
 DP8613.observations and have an estimated accuracy of +/- 10 meters.
 DP8613
 DP8613.The orthometric height was determined by differential leveling and
 DP8613.adjusted by the NATIONAL GEODETIC SURVEY
 DP8613.in February 2017.
 DP8613
 DP8613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8613.GEOID18 height accuracy estimate available here.
 DP8613
 DP8613.Click photographs - Photos may exist for this station.
 DP8613
 DP8613.The dynamic height is computed by dividing the NAVD 88
 DP8613.geopotential number by the normal gravity value computed on the
 DP8613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8613.degrees latitude (g = 980.6199 gals.).
 DP8613
 DP8613.The modeled gravity was interpolated from observed gravity values.
 DP8613
 DP8613;                    North         East    Units  Estimated Accuracy
 DP8613;SPC WI C     -   166,836.      720,892.      MT  (+/- 10 meters HH2 GPS)
 DP8613
 DP8613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8574620020(NAD 83)
 DP8613
 DP8613                          SUPERSEDED SURVEY CONTROL
 DP8613
 DP8613.No superseded survey control is available for this station.
 DP8613
 DP8613_MARKER: DD = SURVEY DISK
 DP8613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8613_STAMPING: 6X13 2012
 DP8613_MARK LOGO: WIDT
 DP8613_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8613_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8613+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2014
 DP8613
 DP8613  HISTORY     - Date     Condition        Report By
 DP8613  HISTORY     - 2012     MONUMENTED       WIDT
 DP8613  HISTORY     - 20141106 GOOD             WIDT
 DP8613
 DP8613                          STATION DESCRIPTION
 DP8613
 DP8613'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8613'THE STATION IS APPROXIMATELY 12.6 MI (20.3 KM) SOUTHEAST OF WABENO,
 DP8613'7.8 MI (12.6 KM) SOUTHWEST OF SILVER CLIFF AND 3.6 MI (5.8 KM)
 DP8613'EAST-NORTHEAST OF LAKEWOOD.
 DP8613'
 DP8613'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8613'HIGHWAY F IN THE COMMUNITY OF LAKEWOOD, GO EAST THEN NORTHEAST ON
 DP8613'COUNTY HIGHWAY F FOR 4.0 MI (6.4 KM) TO YOUNGMAN LANE ON THE LEFT.
 DP8613'CONTINUE NORTH ON COUNTY HIGHWAY F FOR 0.15 MI (0.2 KM) TO CROWELL
 DP8613'LANE ON THE LEFT AND THE STATION ON THE LEFT.
 DP8613'
 DP8613'THE STATION IS 9.8 M (32.2 FT) WEST OF THE CENTERLINE OF COUNTY
 DP8613'HIGHWAY F, 13.7 M (44.9 FT) NORTH OF THE CENTERLINE OF CROWELL LANE,
 DP8613'13.2 M (43.3 FT) SOUTHEAST OF A UTILITY JUNCTION BOX -7141-, 9.8 M
 DP8613'(32.2 FT) NORTHEAST OF A -DEAD END- SIGN AND LOCATED IN THE CENTER OF
 DP8613'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8613'
 DP8613'NOTE-THIS STATION IS OBSTRUCTED BY TREES IN ALL DIRECTIONS EXTENDING
 DP8613'HIGHER THAN 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8613'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8613'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8613'APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8614 ***********************************************************************
 DP8614  DESIGNATION -  6X14
 DP8614  PID         -  DP8614
 DP8614  STATE/COUNTY-  WI/OCONTO
 DP8614  COUNTRY     -  US
 DP8614  USGS QUAD   -  WHEELER LAKE (2018)
 DP8614
 DP8614                         *CURRENT SURVEY CONTROL
 DP8614  ______________________________________________________________________
 DP8614* NAD 83(1986) POSITION- 45 20 12.8    (N) 088 27 18.2    (W)   HD_HELD2
 DP8614* NAVD 88 ORTHO HEIGHT -   352.033 (meters)     1154.96  (feet) ADJUSTED
 DP8614  ______________________________________________________________________
 DP8614  GEOID HEIGHT    -        -35.296 (meters)                     GEOID18
 DP8614  DYNAMIC HEIGHT  -        351.995 (meters)     1154.84  (feet) COMP
 DP8614  MODELED GRAVITY -    980,498.8   (mgal)                       NAVD 88
 DP8614
 DP8614  VERT ORDER      -  SECOND    CLASS I
 DP8614
 DP8614.The horizontal coordinates were established by autonomous hand held GPS
 DP8614.observations and have an estimated accuracy of +/- 10 meters.
 DP8614
 DP8614.The orthometric height was determined by differential leveling and
 DP8614.adjusted by the NATIONAL GEODETIC SURVEY
 DP8614.in February 2017.
 DP8614
 DP8614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8614.GEOID18 height accuracy estimate available here.
 DP8614
 DP8614.Click photographs - Photos may exist for this station.
 DP8614
 DP8614.The dynamic height is computed by dividing the NAVD 88
 DP8614.geopotential number by the normal gravity value computed on the
 DP8614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8614.degrees latitude (g = 980.6199 gals.).
 DP8614
 DP8614.The modeled gravity was interpolated from observed gravity values.
 DP8614
 DP8614;                    North         East    Units  Estimated Accuracy
 DP8614;SPC WI C     -   168,230.      721,087.      MT  (+/- 10 meters HH2 GPS)
 DP8614
 DP8614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8599321405(NAD 83)
 DP8614
 DP8614                          SUPERSEDED SURVEY CONTROL
 DP8614
 DP8614.No superseded survey control is available for this station.
 DP8614
 DP8614_MARKER: DD = SURVEY DISK
 DP8614_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8614_SP_SET: BRIDGE ABUTMENT
 DP8614_STAMPING: 6X14 2012
 DP8614_MARK LOGO: WIDT
 DP8614_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8614+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2014
 DP8614
 DP8614  HISTORY     - Date     Condition        Report By
 DP8614  HISTORY     - 2012     MONUMENTED       WIDT
 DP8614  HISTORY     - 20141106 GOOD             WIDT
 DP8614
 DP8614                          STATION DESCRIPTION
 DP8614
 DP8614'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8614'THE STATION IS APPROXIMATELY 10.5 MI (16.9 KM) NORTH OF MOUNTAIN, 7.2
 DP8614'MI (11.6 KM) SOUTHWEST OF SILVER CLIFF AND 4.1 MI (6.6 KM) NORTHEAST
 DP8614'OF LAKEWOOD.
 DP8614'
 DP8614'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8614'HIGHWAY F IN THE COMMUNITY OF LAKEWOOD, GO EAST THEN NORTHEAST ON
 DP8614'COUNTY HIGHWAY F FOR 5.0 MI (8.0 KM) TO RIVERSIDE ROAD.  TURN LEFT AND
 DP8614'GO WEST ON RIVERSIDE ROAD FOR 0.05 MI (0.1 KM) TO A BRIDGE OVER THE
 DP8614'NORTH BRANCH OF THE OCONTO RIVER AND THE STATION ON THE RIGHT.
 DP8614'
 DP8614'THE STATION IS 3.1 M (10.2 FT) NORTH OF THE CENTERLINE OF RIVERSIDE
 DP8614'ROAD AND 0.3 M (1.0 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DP8614'
 DP8614'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 35
 DP8614'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8614'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8614'IN A DRILL HOLE IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF
 DP8614'THE BRIDGE, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8766 ***********************************************************************
 DP8766  DESIGNATION -  6X15
 DP8766  PID         -  DP8766
 DP8766  STATE/COUNTY-  WI/OCONTO
 DP8766  COUNTRY     -  US
 DP8766  USGS QUAD   -  WHEELER LAKE (2018)
 DP8766
 DP8766                         *CURRENT SURVEY CONTROL
 DP8766  ______________________________________________________________________
 DP8766* NAD 83(1986) POSITION- 45 21 19.8    (N) 088 26 54.6    (W)   HD_HELD2
 DP8766* NAVD 88 ORTHO HEIGHT -   390.665 (meters)     1281.71  (feet) ADJUSTED
 DP8766  ______________________________________________________________________
 DP8766  GEOID HEIGHT    -        -35.238 (meters)                     GEOID18
 DP8766  DYNAMIC HEIGHT  -        390.624 (meters)     1281.57  (feet) COMP
 DP8766  MODELED GRAVITY -    980,500.1   (mgal)                       NAVD 88
 DP8766
 DP8766  VERT ORDER      -  SECOND    CLASS I
 DP8766
 DP8766.The horizontal coordinates were established by autonomous hand held GPS
 DP8766.observations and have an estimated accuracy of +/- 10 meters.
 DP8766
 DP8766.The orthometric height was determined by differential leveling and
 DP8766.adjusted by the NATIONAL GEODETIC SURVEY
 DP8766.in February 2017.
 DP8766
 DP8766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8766.GEOID18 height accuracy estimate available here.
 DP8766
 DP8766.Click photographs - Photos may exist for this station.
 DP8766
 DP8766.The dynamic height is computed by dividing the NAVD 88
 DP8766.geopotential number by the normal gravity value computed on the
 DP8766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8766.degrees latitude (g = 980.6199 gals.).
 DP8766
 DP8766.The modeled gravity was interpolated from observed gravity values.
 DP8766
 DP8766;                    North         East    Units  Estimated Accuracy
 DP8766;SPC WI C     -   170,307.      721,562.      MT  (+/- 10 meters HH2 GPS)
 DP8766
 DP8766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8654423463(NAD 83)
 DP8766
 DP8766                          SUPERSEDED SURVEY CONTROL
 DP8766
 DP8766.No superseded survey control is available for this station.
 DP8766
 DP8766_MARKER: DD = SURVEY DISK
 DP8766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8766_STAMPING: 6X15 2012
 DP8766_MARK LOGO: WIDT
 DP8766_PROJECTION: FLUSH
 DP8766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8766+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2014
 DP8766
 DP8766  HISTORY     - Date     Condition        Report By
 DP8766  HISTORY     - 2012     MONUMENTED       WIDT
 DP8766  HISTORY     - 20141106 GOOD             WIDT
 DP8766
 DP8766                          STATION DESCRIPTION
 DP8766
 DP8766'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8766'THE STATION IS APPROXIMATELY 11.5 MI (18.5 KM) SOUTHEAST OF WABENO,
 DP8766'6.4 MI (10.3 KM) SOUTHWEST OF SILVER CLIFF AND 5.2 MI (8.4 KM)
 DP8766'NORTHEAST OF LAKEWOOD.
 DP8766'
 DP8766'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8766'HIGHWAY F IN THE COMMUNITY OF LAKEWOOD, GO EAST THEN NORTHEAST ON
 DP8766'COUNTY HIGHWAY F FOR 5.0 MI (8.0 KM) TO RIVERSIDE ROAD.  CONTINUE
 DP8766'NORTH ON COUNTY HIGHWAY F FOR 1.3 MI (2.1 KM) TO AN ATV TRAIL ON THE
 DP8766'RIGHT AND THE STATION ON THE RIGHT.
 DP8766'
 DP8766'THE STATION IS 15.8 M (51.8 FT) EAST OF THE CENTERLINE COUNTY HIGHWAY
 DP8766'F, 9.0 M (29.5 FT) WEST OF A SIGN -ATV ROUTE-, 8.0 M (26.2 FT) SOUTH
 DP8766'OF A -STOP- SIGN, 4.2 M (13.8 FT) SOUTH OF THE CENTER OF AN ATV TRAIL
 DP8766'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8766'WITNESS POSTS.
 DP8766'
 DP8766'NOTE-THIS STATION IS OBSTRUCTED BY TREES IN ALL DIRECTIONS AND IS NOT
 DP8766'SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN
 DP8766'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8766'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8766'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8765 ***********************************************************************
 DP8765  DESIGNATION -  6X16
 DP8765  PID         -  DP8765
 DP8765  STATE/COUNTY-  WI/OCONTO
 DP8765  COUNTRY     -  US
 DP8765  USGS QUAD   -  WHEELER LAKE (2018)
 DP8765
 DP8765                         *CURRENT SURVEY CONTROL
 DP8765  ______________________________________________________________________
 DP8765* NAD 83(1986) POSITION- 45 22 02.8    (N) 088 25 12.1    (W)   HD_HELD2
 DP8765* NAVD 88 ORTHO HEIGHT -   359.015 (meters)     1177.87  (feet) ADJUSTED
 DP8765  ______________________________________________________________________
 DP8765  GEOID HEIGHT    -        -35.230 (meters)                     GEOID18
 DP8765  DYNAMIC HEIGHT  -        358.977 (meters)     1177.74  (feet) COMP
 DP8765  MODELED GRAVITY -    980,502.8   (mgal)                       NAVD 88
 DP8765
 DP8765  VERT ORDER      -  SECOND    CLASS I
 DP8765
 DP8765.The horizontal coordinates were established by autonomous hand held GPS
 DP8765.observations and have an estimated accuracy of +/- 10 meters.
 DP8765
 DP8765.The orthometric height was determined by differential leveling and
 DP8765.adjusted by the NATIONAL GEODETIC SURVEY
 DP8765.in February 2017.
 DP8765
 DP8765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8765.GEOID18 height accuracy estimate available here.
 DP8765
 DP8765.Click photographs - Photos may exist for this station.
 DP8765
 DP8765.The dynamic height is computed by dividing the NAVD 88
 DP8765.geopotential number by the normal gravity value computed on the
 DP8765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8765.degrees latitude (g = 980.6199 gals.).
 DP8765
 DP8765.The modeled gravity was interpolated from observed gravity values.
 DP8765
 DP8765;                    North         East    Units  Estimated Accuracy
 DP8765;SPC WI C     -   171,678.      723,766.      MT  (+/- 10 meters HH2 GPS)
 DP8765
 DP8765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8879724750(NAD 83)
 DP8765
 DP8765                          SUPERSEDED SURVEY CONTROL
 DP8765
 DP8765.No superseded survey control is available for this station.
 DP8765
 DP8765_MARKER: DD = SURVEY DISK
 DP8765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8765_STAMPING: 6X16 2012
 DP8765_MARK LOGO: WIDT
 DP8765_PROJECTION: FLUSH
 DP8765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8765+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2014
 DP8765
 DP8765  HISTORY     - Date     Condition        Report By
 DP8765  HISTORY     - 2012     MONUMENTED       WIDT
 DP8765  HISTORY     - 20141105 GOOD             WIDT
 DP8765
 DP8765                          STATION DESCRIPTION
 DP8765
 DP8765'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8765'THE STATION IS APPROXIMATELY 12.2 MI (19.6 KM) SOUTHEAST OF WABENO,
 DP8765'6.8 MI (10.9 KM) NORTHEAST OF LAKEWOOD AND 4.8 MI (7.7 KM) SOUTHWEST
 DP8765'OF SILVER CLIFF.
 DP8765'
 DP8765'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8765'HIGHWAY F IN THE COMMUNITY OF LAKEWOOD, GO EAST THEN NORTHEAST ON
 DP8765'COUNTY HIGHWAY F FOR 7.4 MI (11.9 KM) TO THUNDER CREEK ROAD (FOREST
 DP8765'ROAD 2250) ON THE LEFT.  CONTINUE NORTHEAST ON COUNTY HIGHWAY F FOR
 DP8765'0.8 MI (1.3 KM) TO FIRE ROAD 3056 ON THE LEFT AND THE STATION ON THE
 DP8765'LEFT.
 DP8765'
 DP8765'THE STATION IS 9.8 M (32.2 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DP8765'HIGHWAY F, 3.5 M (11.5 FT) SOUTHWEST OF THE CENTER OF FIRE ROAD 3056,
 DP8765'40.7 M (133.5 FT) NORTH OF A FIBER OPTIC MARKER POST, 7.6 M (24.9 FT)
 DP8765'NORTH OF THE NORTHWEST END OF 18 INCH DIAMETER PLASTIC CULVERT PIPE
 DP8765'UNDER COUNTY HIGHWAY F AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DP8765'BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8765'
 DP8765'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 45
 DP8765'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8765'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8765'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8765'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8833 ***********************************************************************
 DP8833  DESIGNATION -  6X21
 DP8833  PID         -  DP8833
 DP8833  STATE/COUNTY-  WI/OCONTO
 DP8833  COUNTRY     -  US
 DP8833  USGS QUAD   -  COLEMAN (2018)
 DP8833
 DP8833                         *CURRENT SURVEY CONTROL
 DP8833  ______________________________________________________________________
 DP8833* NAD 83(1986) POSITION- 45 00 36.2    (N) 088 02 41.5    (W)   HD_HELD2
 DP8833* NAVD 88 ORTHO HEIGHT -   214.093 (meters)      702.40  (feet) ADJUSTED
 DP8833  ______________________________________________________________________
 DP8833  GEOID HEIGHT    -        -36.380 (meters)                     GEOID18
 DP8833  DYNAMIC HEIGHT  -        214.072 (meters)      702.33  (feet) COMP
 DP8833  MODELED GRAVITY -    980,514.4   (mgal)                       NAVD 88
 DP8833
 DP8833  VERT ORDER      -  SECOND    CLASS I
 DP8833
 DP8833.The horizontal coordinates were established by autonomous hand held GPS
 DP8833.observations and have an estimated accuracy of +/- 10 meters.
 DP8833
 DP8833.The orthometric height was determined by differential leveling and
 DP8833.adjusted by the NATIONAL GEODETIC SURVEY
 DP8833.in February 2017.
 DP8833
 DP8833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8833.GEOID18 height accuracy estimate available here.
 DP8833
 DP8833.Click photographs - Photos may exist for this station.
 DP8833
 DP8833.The dynamic height is computed by dividing the NAVD 88
 DP8833.geopotential number by the normal gravity value computed on the
 DP8833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8833.degrees latitude (g = 980.6199 gals.).
 DP8833
 DP8833.The modeled gravity was interpolated from observed gravity values.
 DP8833
 DP8833;                    North         East    Units  Estimated Accuracy
 DP8833;SPC WI C     -   132,612.      754,106.      MT  (+/- 10 meters HH2 GPS)
 DP8833
 DP8833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1766384598(NAD 83)
 DP8833
 DP8833                          SUPERSEDED SURVEY CONTROL
 DP8833
 DP8833.No superseded survey control is available for this station.
 DP8833
 DP8833_MARKER: DD = SURVEY DISK
 DP8833_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8833_SP_SET: BRIDGE ABUTMENT
 DP8833_STAMPING: 6X21 2007
 DP8833_MARK LOGO: WIDT
 DP8833_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8833+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2014
 DP8833
 DP8833  HISTORY     - Date     Condition        Report By
 DP8833  HISTORY     - 2007     MONUMENTED       WIDT
 DP8833  HISTORY     - 20141107 GOOD             WIDT
 DP8833
 DP8833                          STATION DESCRIPTION
 DP8833
 DP8833'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8833'THE STATION IS APPROXIMATELY 6.9 MI (11.1 KM) SOUTHEAST OF KLONDIKE,
 DP8833'4.1 MI (6.6 KM) NORTH OF LENA AND 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF
 DP8833'COLEMAN.
 DP8833'
 DP8833'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8833'HIGHWAY M WEST ABOUT 4 MI (6.4 KM) NORTH OF THE VILLAGE OF LENA, GO
 DP8833'NORTH ON US HIGHWAY 141 FOR 0.1 MI (0.2 KM) TO THE NORTH END OF A
 DP8833'BRIDGE OVER THE NORTH BRANCH OF THE LITTLE RIVER AND THE STATION ON
 DP8833'THE RIGHT.
 DP8833'
 DP8833'THE STATION IS 6.5 M (21.3 FT) EAST OF THE CENTERLINE OF NORTHBOUND US
 DP8833'HIGHWAY 141, 0.3 M (1.0 FT) NORTH OF THE NORTH END OF A METAL
 DP8833'GUARDRAIL AND 1.2 M (3.9 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DP8833'
 DP8833'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8833'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8833'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8833'IN A DRILL HOLE IN THE EAST END OF THE NORTH ABUTMENT OF THE
 DP8833'NORTHBOUND BRIDGE, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8834 ***********************************************************************
 DP8834  DESIGNATION -  6X22
 DP8834  PID         -  DP8834
 DP8834  STATE/COUNTY-  WI/MARINETTE
 DP8834  COUNTRY     -  US
 DP8834  USGS QUAD   -  COLEMAN (2018)
 DP8834
 DP8834                         *CURRENT SURVEY CONTROL
 DP8834  ______________________________________________________________________
 DP8834* NAD 83(2011) POSITION- 45 02 06.83612(N) 088 02 39.19658(W)   ADJUSTED
 DP8834* NAD 83(2011) ELLIP HT-   185.200 (meters)        (04/14/17)   ADJUSTED
 DP8834* NAD 83(2011) EPOCH   -  2010.00
 DP8834* NAVD 88 ORTHO HEIGHT -   221.556 (meters)      726.89  (feet) ADJUSTED
 DP8834  ______________________________________________________________________
 DP8834  GEOID HEIGHT    -        -36.350 (meters)                     GEOID18
 DP8834  NAD 83(2011) X  -    154,086.967 (meters)                     COMP
 DP8834  NAD 83(2011) Y  - -4,512,322.155 (meters)                     COMP
 DP8834  NAD 83(2011) Z  -  4,490,247.225 (meters)                     COMP
 DP8834  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 DP8834  DYNAMIC HEIGHT  -        221.535 (meters)      726.82  (feet) COMP
 DP8834  MODELED GRAVITY -    980,517.7   (mgal)                       NAVD 88
 DP8834
 DP8834  VERT ORDER      -  SECOND    CLASS I
 DP8834
 DP8834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8834  Standards:
 DP8834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8834  -------------------------------------------------------------------
 DP8834  NETWORK    0.51   0.80           0.23   0.18   0.41      0.04460030
 DP8834  -------------------------------------------------------------------
 DP8834  Click here for local accuracies and other accuracy information.
 DP8834
 DP8834.The horizontal coordinates were established by GPS observations
 DP8834.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8834
 DP8834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8834.been affixed to the stable North American tectonic plate. See 
 DP8834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8834
 DP8834.The horizontal coordinates are valid at the epoch date displayed above
 DP8834.which is a decimal equivalence of Year/Month/Day.
 DP8834
 DP8834.The orthometric height was determined by differential leveling and
 DP8834.adjusted by the NATIONAL GEODETIC SURVEY
 DP8834.in February 2017.
 DP8834
 DP8834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8834.GEOID18 height accuracy estimate available here.
 DP8834
 DP8834.Click photographs - Photos may exist for this station.
 DP8834
 DP8834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8834
 DP8834.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8834
 DP8834.The ellipsoidal height was determined by GPS observations
 DP8834.and is referenced to NAD 83.
 DP8834
 DP8834.The dynamic height is computed by dividing the NAVD 88
 DP8834.geopotential number by the normal gravity value computed on the
 DP8834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8834.degrees latitude (g = 980.6199 gals.).
 DP8834
 DP8834.The modeled gravity was interpolated from observed gravity values.
 DP8834
 DP8834. The following values were computed from the NAD 83(2011) position.
 DP8834
 DP8834;                    North         East     Units Scale Factor Converg.
 DP8834;SPC WI C     -   135,410.013   754,088.983   MT  0.99994455   +1 22 47.8
 DP8834;SPC WI C     -   444,257.68  2,474,040.27   sFT  0.99994455   +1 22 47.8
 DP8834;UTM  16      - 4,987,394.607   417,749.843   MT  0.99968318   -0 44 19.9
 DP8834
 DP8834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8834!SPC WI C     -   0.99997096  x   0.99994455  =   0.99991552
 DP8834!UTM  16      -   0.99997096  x   0.99968318  =   0.99965415
 DP8834
 DP8834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1774987394(NAD 83)
 DP8834
 DP8834                          SUPERSEDED SURVEY CONTROL
 DP8834
 DP8834.No superseded survey control is available for this station.
 DP8834
 DP8834_MARKER: DD = SURVEY DISK
 DP8834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8834_STAMPING: 6X22 2007
 DP8834_MARK LOGO: WIDT
 DP8834_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8834+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2014
 DP8834
 DP8834  HISTORY     - Date     Condition        Report By
 DP8834  HISTORY     - 2012     MONUMENTED       WIDT
 DP8834  HISTORY     - 20141107 GOOD             WIDT
 DP8834
 DP8834                          STATION DESCRIPTION
 DP8834
 DP8834'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8834'THE STATION IS APPROXIMATELY 6.0 MI (9.7 KM) EAST-SOUTHEAST OF
 DP8834'KLONDIKE, 5.8 MI (9.3 KM) NORTH OF LENA AND 2.1 MI (3.4 KM)
 DP8834'SOUTH-SOUTHWEST OF COLEMAN.
 DP8834'
 DP8834'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8834'HIGHWAY M WEST ABOUT 4 MI (6.4 KM) NORTH OF THE VILLAGE OF LENA, GO
 DP8834'NORTH ON US HIGHWAY 141 FOR 1.9 MI (3.1 KM) TO A RIGHT TURN LANE FOR
 DP8834'COUNTY HIGHWAY M EAST ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8834'
 DP8834'THE STATION IS 13.5 M (44.3 FT) EAST OF THE CENTERLINE OF NORTHBOUND
 DP8834'US HIGHWAY 141, ABOUT 143 M (469.2 FT) SOUTH OF THE CENTER OF COUNTY
 DP8834'HIGHWAY M EAST, 14.1 M (46.3 FT) WEST OF A RIGHT-OF-WAY FENCE LINE AND
 DP8834'LOCATED BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8834'
 DP8834'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8834'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8834'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8834'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.6 M
 DP8834'(2.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8608 ***********************************************************************
 DP8608  DESIGNATION -  6X23
 DP8608  PID         -  DP8608
 DP8608  STATE/COUNTY-  WI/MARINETTE
 DP8608  COUNTRY     -  US
 DP8608  USGS QUAD   -  COLEMAN (2018)
 DP8608
 DP8608                         *CURRENT SURVEY CONTROL
 DP8608  ______________________________________________________________________
 DP8608* NAD 83(1986) POSITION- 45 04 08.78   (N) 088 02 59.14   (W)   HD_HELD1
 DP8608* NAVD 88 ORTHO HEIGHT -   215.567 (meters)      707.24  (feet) ADJUSTED
 DP8608  ______________________________________________________________________
 DP8608  GEOID HEIGHT    -        -36.305 (meters)                     GEOID18
 DP8608  DYNAMIC HEIGHT  -        215.548 (meters)      707.18  (feet) COMP
 DP8608  MODELED GRAVITY -    980,522.1   (mgal)                       NAVD 88
 DP8608
 DP8608  VERT ORDER      -  SECOND    CLASS I
 DP8608
 DP8608.The horizontal coordinates were determined by differentially corrected
 DP8608.hand held GPS observations or other comparable positioning techniques
 DP8608.and have an estimated accuracy of +/- 3 meters.
 DP8608
 DP8608.The orthometric height was determined by differential leveling and
 DP8608.adjusted by the NATIONAL GEODETIC SURVEY
 DP8608.in February 2017.
 DP8608
 DP8608.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8608.GEOID18 height accuracy estimate available here.
 DP8608
 DP8608.Click photographs - Photos may exist for this station.
 DP8608
 DP8608.The dynamic height is computed by dividing the NAVD 88
 DP8608.geopotential number by the normal gravity value computed on the
 DP8608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8608.degrees latitude (g = 980.6199 gals.).
 DP8608
 DP8608.The modeled gravity was interpolated from observed gravity values.
 DP8608
 DP8608;                    North         East    Units  Estimated Accuracy
 DP8608;SPC WI C     -   139,162.7     753,562.2     MT  (+/- 3 meters HH1 GPS) 
 DP8608
 DP8608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1736291163(NAD 83)
 DP8608
 DP8608                          SUPERSEDED SURVEY CONTROL
 DP8608
 DP8608.No superseded survey control is available for this station.
 DP8608
 DP8608_MARKER: DD = SURVEY DISK
 DP8608_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP8608_SP_SET: BRIDGE PARAPET WALL
 DP8608_STAMPING: 6X23 2007
 DP8608_MARK LOGO: WIDT
 DP8608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8608+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2016
 DP8608
 DP8608  HISTORY     - Date     Condition        Report By
 DP8608  HISTORY     - 2007     MONUMENTED       WIDT
 DP8608  HISTORY     - 20141103 GOOD             WIDT
 DP8608  HISTORY     - 20161103 GOOD             WIDT
 DP8608
 DP8608                          STATION DESCRIPTION
 DP8608
 DP8608'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8608'THE STATION IS APPROXIMATELY 14.6 MI (23.5 KM) WEST OF PESHTIGO, 1.7
 DP8608'MI (2.7 KM) SOUTHWEST OF POUND AND 0.5 MI (0.8 KM) NORTHWEST OF
 DP8608'COLEMAN.
 DP8608'
 DP8608'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH BUSINESS
 DP8608'US HIGHWAY 141 AND COUNTY HIGHWAY B JUST SOUTHWEST OF THE VILLAGE OF
 DP8608'COLEMAN, GO NORTHWEST ON US HIGHWAY 141 FOR 0.7 MI (1.1 KM) TO THE
 DP8608'NORTH END OF A BRIDGE OVER THE LITTLE PESHTIGO RIVER AND THE STATION
 DP8608'ON THE LEFT, LOCATED IN THE MEDIAN.
 DP8608'
 DP8608'THE STATION IS 5.8 M (19.0 FT) WEST OF THE CENTERLINE OF NORTHBOUND US
 DP8608'HIGHWAY 141 AND 1.1 M (3.6 FT) SOUTH OF THE NORTH END OF THE BRIDGE
 DP8608'PARAPET WALL.
 DP8608'
 DP8608'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8608'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8608'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8608'IN A DRILL HOLE IN THE TOP OF THE NORTH END OF THE WEST PARAPET WALL
 DP8608'OF THE NORTHBOUND BRIDGE -B-38-92-, ABOUT 1 M (3.3 FT) HIGHER THAN THE
 DP8608'ROAD GRADE.
 DP8608
 DP8608                          STATION RECOVERY (2016)
 DP8608
 DP8608'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DP8608'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8607 ***********************************************************************
 DP8607  DESIGNATION -  6X24
 DP8607  PID         -  DP8607
 DP8607  STATE/COUNTY-  WI/MARINETTE
 DP8607  COUNTRY     -  US
 DP8607  USGS QUAD   -  COLEMAN (2018)
 DP8607
 DP8607                         *CURRENT SURVEY CONTROL
 DP8607  ______________________________________________________________________
 DP8607* NAD 83(1986) POSITION- 45 04 39.42   (N) 088 02 00.29   (W)   HD_HELD1
 DP8607* NAVD 88 ORTHO HEIGHT -   206.726 (meters)      678.23  (feet) ADJUSTED
 DP8607  ______________________________________________________________________
 DP8607  GEOID HEIGHT    -        -36.303 (meters)                     GEOID18
 DP8607  DYNAMIC HEIGHT  -        206.708 (meters)      678.17  (feet) COMP
 DP8607  MODELED GRAVITY -    980,525.5   (mgal)                       NAVD 88
 DP8607
 DP8607  VERT ORDER      -  SECOND    CLASS I
 DP8607
 DP8607.The horizontal coordinates were determined by differentially corrected
 DP8607.hand held GPS observations or other comparable positioning techniques
 DP8607.and have an estimated accuracy of +/- 3 meters.
 DP8607
 DP8607.The orthometric height was determined by differential leveling and
 DP8607.adjusted by the NATIONAL GEODETIC SURVEY
 DP8607.in February 2017.
 DP8607
 DP8607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8607.GEOID18 height accuracy estimate available here.
 DP8607
 DP8607.Click photographs - Photos may exist for this station.
 DP8607
 DP8607.The dynamic height is computed by dividing the NAVD 88
 DP8607.geopotential number by the normal gravity value computed on the
 DP8607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8607.degrees latitude (g = 980.6199 gals.).
 DP8607
 DP8607.The modeled gravity was interpolated from observed gravity values.
 DP8607
 DP8607;                    North         East    Units  Estimated Accuracy
 DP8607;SPC WI C     -   140,139.2     754,826.2     MT  (+/- 3 meters HH1 GPS) 
 DP8607
 DP8607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1866192092(NAD 83)
 DP8607
 DP8607                          SUPERSEDED SURVEY CONTROL
 DP8607
 DP8607.No superseded survey control is available for this station.
 DP8607
 DP8607_MARKER: DD = SURVEY DISK
 DP8607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8607_SP_SET: BRIDGE ABUTMENT
 DP8607_STAMPING: 6X24 2007
 DP8607_MARK LOGO: WIDT
 DP8607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8607+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2016
 DP8607
 DP8607  HISTORY     - Date     Condition        Report By
 DP8607  HISTORY     - 2007     MONUMENTED       WIDT
 DP8607  HISTORY     - 20141103 GOOD             WIDT
 DP8607  HISTORY     - 20161103 GOOD             WIDT
 DP8607
 DP8607                          STATION DESCRIPTION
 DP8607
 DP8607'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8607'THE STATION IS IN THE VILLAGE OF COLEMAN, APPROXIMATELY 14 MI (22.5
 DP8607'KM) WEST-NORTHWEST OF PESHTIGO AND 10 MI (16.1 KM) NORTH OF LENA.
 DP8607'
 DP8607'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE
 DP8607'HIGHWAY 64 ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF COLEMAN, GO
 DP8607'WEST ON STATE HIGHWAY 64 FOR 0.75 MI (1.2 KM) TO COUNTY HIGHWAY
 DP8607'CONCRETE POST TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY CONCRETE POST
 DP8607'FOR 2.0 MI (3.2 KM) TO 16TH ROAD.  CONTINUE SOUTH ON COUNTY HIGHWAY
 DP8607'CONCRETE POST FOR 0.2 MI (0.3 KM) TO A BRIDGE OVER THE LITTLE PESHTIGO
 DP8607'RIVER AND THE STATION ON THE LEFT.
 DP8607'
 DP8607'THE STATION IS 8.8 M (28.9 FT) EAST OF THE CENTERLINE OF COUNTY
 DP8607'HIGHWAY CONCRETE POST, 24.3 M (79.7 FT) NORTH OF AN ORANGE OVER WHITE
 DP8607'MARKER POST, 6.1 M (20.0 FT) WEST-SOUTHWEST OF AN ORANGE OVER WHITE
 DP8607'MARKER POST AND 0.6 M (2.0 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DP8607'POST.
 DP8607'
 DP8607'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DP8607'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8607'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8607'IN A DRILL HOLE IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF
 DP8607'THE BRIDGE, ABOUT LEVEL WITH THE ROAD GRADE.
 DP8607
 DP8607                          STATION RECOVERY (2016)
 DP8607
 DP8607'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DP8607'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8606 ***********************************************************************
 DP8606  DESIGNATION -  6X25
 DP8606  PID         -  DP8606
 DP8606  STATE/COUNTY-  WI/MARINETTE
 DP8606  COUNTRY     -  US
 DP8606  USGS QUAD   -  COLEMAN (2018)
 DP8606
 DP8606                         *CURRENT SURVEY CONTROL
 DP8606  ______________________________________________________________________
 DP8606* NAD 83(1986) POSITION- 45 06 04.60   (N) 088 02 02.44   (W)   HD_HELD1
 DP8606* NAVD 88 ORTHO HEIGHT -   223.461 (meters)      733.14  (feet) ADJUSTED
 DP8606  ______________________________________________________________________
 DP8606  GEOID HEIGHT    -        -36.265 (meters)                     GEOID18
 DP8606  DYNAMIC HEIGHT  -        223.442 (meters)      733.08  (feet) COMP
 DP8606  MODELED GRAVITY -    980,529.7   (mgal)                       NAVD 88
 DP8606
 DP8606  VERT ORDER      -  SECOND    CLASS I
 DP8606
 DP8606.The horizontal coordinates were determined by differentially corrected
 DP8606.hand held GPS observations or other comparable positioning techniques
 DP8606.and have an estimated accuracy of +/- 3 meters.
 DP8606
 DP8606.The orthometric height was determined by differential leveling and
 DP8606.adjusted by the NATIONAL GEODETIC SURVEY
 DP8606.in February 2017.
 DP8606
 DP8606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8606.GEOID18 height accuracy estimate available here.
 DP8606
 DP8606.Click photographs - Photos may exist for this station.
 DP8606
 DP8606.The dynamic height is computed by dividing the NAVD 88
 DP8606.geopotential number by the normal gravity value computed on the
 DP8606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8606.degrees latitude (g = 980.6199 gals.).
 DP8606
 DP8606.The modeled gravity was interpolated from observed gravity values.
 DP8606
 DP8606;                    North         East    Units  Estimated Accuracy
 DP8606;SPC WI C     -   142,766.7     754,715.6     MT  (+/- 3 meters HH1 GPS) 
 DP8606
 DP8606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1864794721(NAD 83)
 DP8606
 DP8606                          SUPERSEDED SURVEY CONTROL
 DP8606
 DP8606.No superseded survey control is available for this station.
 DP8606
 DP8606_MARKER: DD = SURVEY DISK
 DP8606_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP8606_SP_SET: BRIDGE PARAPET WALL
 DP8606_STAMPING: 6X25 2007
 DP8606_MARK LOGO: WIDT
 DP8606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8606+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2016
 DP8606
 DP8606  HISTORY     - Date     Condition        Report By
 DP8606  HISTORY     - 2007     MONUMENTED       WIDT
 DP8606  HISTORY     - 20141031 GOOD             WIDT
 DP8606  HISTORY     - 20161103 GOOD             WIDT
 DP8606
 DP8606                          STATION DESCRIPTION
 DP8606
 DP8606'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8606'THE STATION IS IN THE VILLAGE OF POUND, APPROXIMATELY 22.2 MI (35.7
 DP8606'KM) EAST-SOUTHEAST OF MOUNTAIN AND 19.8 MI (31.9 KM) WEST OF
 DP8606'MARINETTE.
 DP8606'
 DP8606'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE
 DP8606'HIGHWAY 64 ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF COLEMAN, GO
 DP8606'WEST ON STATE HIGHWAY 64 FOR 0.75 MI (1.2 KM) TO COUNTY HIGHWAY
 DP8606'CONCRETE POST TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY CONCRETE POST
 DP8606'FOR 0.5 MI (0.8 KM) TO THE SOUTH END OF A BRIDGE OVER US HIGHWAY 141
 DP8606'AND THE STATION ON THE RIGHT.
 DP8606'
 DP8606'THE STATION IS 7.1 M (23.3 FT) WEST OF THE CENTERLINE OF COUNTY
 DP8606'HIGHWAY CONCRETE POST, 23.6 M (77.4 FT) NORTHWEST OF A LIGHT POLE, 1.4
 DP8606'M (4.6 FT) NORTHEAST OF A FENCE POST AND 0.5 M (1.6 FT) NORTHEAST OF A
 DP8606'WHITE PLASTIC WITNESS POST.
 DP8606'
 DP8606'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8606'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8606'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8606'IN A DRILL HOLE IN THE TOP OF THE SOUTH END OF THE WEST PARAPET WALL
 DP8606'OF THE BRIDGE OVER US HIGHWAY 141, ABOUT 1 M (3.3 FT) HIGHER THAN THE
 DP8606'GRADE OF COUNTY HIGHWAY CONCRETE POST.
 DP8606
 DP8606                          STATION RECOVERY (2016)
 DP8606
 DP8606'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DP8606'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8605 ***********************************************************************
 DP8605  DESIGNATION -  6X26
 DP8605  PID         -  DP8605
 DP8605  STATE/COUNTY-  WI/MARINETTE
 DP8605  COUNTRY     -  US
 DP8605  USGS QUAD   -  COLEMAN (2018)
 DP8605
 DP8605                         *CURRENT SURVEY CONTROL
 DP8605  ______________________________________________________________________
 DP8605* NAD 83(1986) POSITION- 45 06 39.54   (N) 088 01 23.03   (W)   HD_HELD1
 DP8605* NAVD 88 ORTHO HEIGHT -   212.729 (meters)      697.93  (feet) ADJUSTED
 DP8605  ______________________________________________________________________
 DP8605  GEOID HEIGHT    -        -36.256 (meters)                     GEOID18
 DP8605  DYNAMIC HEIGHT  -        212.712 (meters)      697.87  (feet) COMP
 DP8605  MODELED GRAVITY -    980,532.8   (mgal)                       NAVD 88
 DP8605
 DP8605  VERT ORDER      -  SECOND    CLASS I
 DP8605
 DP8605.The horizontal coordinates were determined by differentially corrected
 DP8605.hand held GPS observations or other comparable positioning techniques
 DP8605.and have an estimated accuracy of +/- 3 meters.
 DP8605
 DP8605.The orthometric height was determined by differential leveling and
 DP8605.adjusted by the NATIONAL GEODETIC SURVEY
 DP8605.in February 2017.
 DP8605
 DP8605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8605.GEOID18 height accuracy estimate available here.
 DP8605
 DP8605.Click photographs - Photos may exist for this station.
 DP8605
 DP8605.The dynamic height is computed by dividing the NAVD 88
 DP8605.geopotential number by the normal gravity value computed on the
 DP8605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8605.degrees latitude (g = 980.6199 gals.).
 DP8605
 DP8605.The modeled gravity was interpolated from observed gravity values.
 DP8605
 DP8605;                    North         East    Units  Estimated Accuracy
 DP8605;SPC WI C     -   143,865.9     755,550.7     MT  (+/- 3 meters HH1 GPS) 
 DP8605
 DP8605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1952295788(NAD 83)
 DP8605
 DP8605                          SUPERSEDED SURVEY CONTROL
 DP8605
 DP8605.No superseded survey control is available for this station.
 DP8605
 DP8605_MARKER: DD = SURVEY DISK
 DP8605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8605_STAMPING: 6X26 2007
 DP8605_MARK LOGO: WIDT
 DP8605_PROJECTION: FLUSH
 DP8605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8605+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2016
 DP8605
 DP8605  HISTORY     - Date     Condition        Report By
 DP8605  HISTORY     - 2012     MONUMENTED       WIDT
 DP8605  HISTORY     - 20141031 GOOD             WIDT
 DP8605  HISTORY     - 20161103 GOOD             WIDT
 DP8605
 DP8605                          STATION DESCRIPTION
 DP8605
 DP8605'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8605'THE STATION IS APPROXIMATELY 22.5 MI (36.2 KM) EAST-SOUTHEAST OF
 DP8605'MOUNTAIN, 19.2 MI (30.9 KM) WEST OF MARINETTE AND 1.3 MI (2.1 KM)
 DP8605'NORTH OF POUND.
 DP8605'
 DP8605'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE
 DP8605'HIGHWAY 64 ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF COLEMAN, GO
 DP8605'WEST ON STATE HIGHWAY 64 FOR 0.2 MI (0.3 KM) TO A PARK AND RIDE LOT ON
 DP8605'THE RIGHT.  TURN RIGHT TO ENTER THE PARK AND RIDE LOT, THEN GO NORTH
 DP8605'ABOUT 150 FT (45.7 M) TO THE STATION ON THE LEFT, LOCATED IN THE
 DP8605'GRASSY AREA JUST WEST OF THE ASPHALT PARKING LOT.
 DP8605'
 DP8605'THE STATION IS 45.0 M (147.6 FT) NORTH OF THE CENTERLINE OF STATE
 DP8605'HIGHWAY 64, 37.7 M (123.7 FT) EAST OF THE CENTERLINE OF ALPINE LAKE
 DP8605'ROAD, 31.8 M (104.3 FT) WEST OF A LIGHT POLE, 14.2 M (46.6 FT)
 DP8605'WEST-NORTHWEST OF THE WEST EDGE OF PAVEMENT FOR THE PARK AND RIDE LOT
 DP8605'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8605'WITNESS POSTS.
 DP8605'
 DP8605'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8605'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8605'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8605'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8605'WITH THE SURROUNDING GRADE.
 DP8605
 DP8605                          STATION RECOVERY (2016)
 DP8605
 DP8605'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DP8605'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8672 ***********************************************************************
 DP8672  DESIGNATION -  6X27
 DP8672  PID         -  DP8672
 DP8672  STATE/COUNTY-  WI/MARINETTE
 DP8672  COUNTRY     -  US
 DP8672  USGS QUAD   -  CRIVITZ (2018)
 DP8672
 DP8672                         *CURRENT SURVEY CONTROL
 DP8672  ______________________________________________________________________
 DP8672* NAD 83(1986) POSITION- 45 07 48.21   (N) 088 01 02.67   (W)   HD_HELD1
 DP8672* NAVD 88 ORTHO HEIGHT -   199.968 (meters)      656.06  (feet) ADJUSTED
 DP8672  ______________________________________________________________________
 DP8672  GEOID HEIGHT    -        -36.226 (meters)                     GEOID18
 DP8672  DYNAMIC HEIGHT  -        199.953 (meters)      656.01  (feet) COMP
 DP8672  MODELED GRAVITY -    980,537.3   (mgal)                       NAVD 88
 DP8672
 DP8672  VERT ORDER      -  SECOND    CLASS I
 DP8672
 DP8672.The horizontal coordinates were determined by differentially corrected
 DP8672.hand held GPS observations or other comparable positioning techniques
 DP8672.and have an estimated accuracy of +/- 3 meters.
 DP8672
 DP8672.The orthometric height was determined by differential leveling and
 DP8672.adjusted by the NATIONAL GEODETIC SURVEY
 DP8672.in February 2017.
 DP8672
 DP8672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8672.GEOID18 height accuracy estimate available here.
 DP8672
 DP8672.Click photographs - Photos may exist for this station.
 DP8672
 DP8672.The dynamic height is computed by dividing the NAVD 88
 DP8672.geopotential number by the normal gravity value computed on the
 DP8672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8672.degrees latitude (g = 980.6199 gals.).
 DP8672
 DP8672.The modeled gravity was interpolated from observed gravity values.
 DP8672
 DP8672;                    North         East    Units  Estimated Accuracy
 DP8672;SPC WI C     -   145,995.9     755,943.8     MT  (+/- 3 meters HH1 GPS) 
 DP8672
 DP8672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1999497901(NAD 83)
 DP8672
 DP8672                          SUPERSEDED SURVEY CONTROL
 DP8672
 DP8672.No superseded survey control is available for this station.
 DP8672
 DP8672_MARKER: DD = SURVEY DISK
 DP8672_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8672_SP_SET: BRIDGE ABUTMENT
 DP8672_STAMPING: 6X27 2007
 DP8672_MARK LOGO: WIDT
 DP8672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8672+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2016
 DP8672
 DP8672  HISTORY     - Date     Condition        Report By
 DP8672  HISTORY     - 2007     MONUMENTED       WIDT
 DP8672  HISTORY     - 20140918 GOOD             WIDT
 DP8672  HISTORY     - 20161103 GOOD             WIDT
 DP8672
 DP8672                          STATION DESCRIPTION
 DP8672
 DP8672'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8672'THE STATION IS APPROXIMATELY 13.6 MI (21.9 KM) NORTHWEST OF PESHTIGO,
 DP8672'7.1 MI (11.4 KM) SOUTH OF CRIVITZ AND 0.5 MI (0.8 KM) SOUTH OF BEAVER.
 DP8672'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8672'HIGHWAY P ABOUT 3 MI (4.8 KM) NORTH-NORTHEAST OF THE VILLAGE OF POUND,
 DP8672'GO SOUTH ON US HIGHWAY 141 FOR 0.5 MI (0.8 KM) TO A BRIDGE OVER THE
 DP8672'SOUTH BRANCH OF BEAVER CREEK AND THE STATION ON THE RIGHT.
 DP8672'
 DP8672'THE STATION IS 6.6 M (21.7 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DP8672'141, 52 M (170.6 FT) SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY
 DP8672'-N4712-, 0.5 M (1.6 FT) WEST OF A METAL GUARDRAIL AND 2.5 M (8.2 FT)
 DP8672'NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DP8672'
 DP8672'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE EAST EXTENDING
 DP8672'TO 25 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE WEST EXTENDING
 DP8672'TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8672'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8672'IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF
 DP8672'THE BRIDGE, ABOUT LEVEL WITH THE ROAD GRADE.
 DP8672
 DP8672                          STATION RECOVERY (2016)
 DP8672
 DP8672'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DP8672'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8825 ***********************************************************************
 DP8825  DESIGNATION -  6X28
 DP8825  PID         -  DP8825
 DP8825  STATE/COUNTY-  WI/MARINETTE
 DP8825  COUNTRY     -  US
 DP8825  USGS QUAD   -  CRIVITZ (2018)
 DP8825
 DP8825                         *CURRENT SURVEY CONTROL
 DP8825  ______________________________________________________________________
 DP8825* NAD 83(2011) POSITION- 45 08 19.16286(N) 088 00 49.57287(W)   ADJUSTED
 DP8825* NAD 83(2011) ELLIP HT-   167.049 (meters)        (04/14/17)   ADJUSTED
 DP8825* NAD 83(2011) EPOCH   -  2010.00
 DP8825* NAVD 88 ORTHO HEIGHT -   203.242 (meters)      666.80  (feet) ADJUSTED
 DP8825  ______________________________________________________________________
 DP8825  GEOID HEIGHT    -        -36.214 (meters)                     GEOID18
 DP8825  NAD 83(2011) X  -    156,202.544 (meters)                     COMP
 DP8825  NAD 83(2011) Y  - -4,504,091.760 (meters)                     COMP
 DP8825  NAD 83(2011) Z  -  4,498,349.652 (meters)                     COMP
 DP8825  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 DP8825  DYNAMIC HEIGHT  -        203.227 (meters)      666.75  (feet) COMP
 DP8825  MODELED GRAVITY -    980,539.4   (mgal)                       NAVD 88
 DP8825
 DP8825  VERT ORDER      -  SECOND    CLASS I
 DP8825
 DP8825  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8825  Standards:
 DP8825         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8825            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8825  -------------------------------------------------------------------
 DP8825  NETWORK    0.46   0.73           0.21   0.16   0.37      0.01553084
 DP8825  -------------------------------------------------------------------
 DP8825  Click here for local accuracies and other accuracy information.
 DP8825
 DP8825.The horizontal coordinates were established by GPS observations
 DP8825.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8825
 DP8825.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8825.been affixed to the stable North American tectonic plate. See 
 DP8825.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8825
 DP8825.The horizontal coordinates are valid at the epoch date displayed above
 DP8825.which is a decimal equivalence of Year/Month/Day.
 DP8825
 DP8825.The orthometric height was determined by differential leveling and
 DP8825.adjusted by the NATIONAL GEODETIC SURVEY
 DP8825.in January 2018.
 DP8825
 DP8825.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8825.GEOID18 height accuracy estimate available here.
 DP8825
 DP8825.Click photographs - Photos may exist for this station.
 DP8825
 DP8825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8825
 DP8825.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8825
 DP8825.The ellipsoidal height was determined by GPS observations
 DP8825.and is referenced to NAD 83.
 DP8825
 DP8825.The dynamic height is computed by dividing the NAVD 88
 DP8825.geopotential number by the normal gravity value computed on the
 DP8825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8825.degrees latitude (g = 980.6199 gals.).
 DP8825
 DP8825.The modeled gravity was interpolated from observed gravity values.
 DP8825
 DP8825. The following values were computed from the NAD 83(2011) position.
 DP8825
 DP8825;                    North         East     Units Scale Factor Converg.
 DP8825;SPC WI C     -   146,958.084   756,206.545   MT  0.99995118   +1 24 05.2
 DP8825;SPC WI C     -   482,144.98  2,480,987.64   sFT  0.99995118   +1 24 05.2
 DP8825;UTM  16      - 4,998,853.405   420,292.358   MT  0.99967812   -0 43 07.0
 DP8825
 DP8825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8825!SPC WI C     -   0.99997381  x   0.99995118  =   0.99992499
 DP8825!UTM  16      -   0.99997381  x   0.99967812  =   0.99965194
 DP8825
 DP8825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2029298853(NAD 83)
 DP8825
 DP8825                          SUPERSEDED SURVEY CONTROL
 DP8825
 DP8825  NAVD 88 (02/27/17)  203.247  (m)          666.82   (f) SUPERSEDED  2 1
 DP8825
 DP8825.Superseded values are not recommended for survey control.
 DP8825
 DP8825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP8825.See file dsdata.pdf to determine how the superseded data were derived.
 DP8825
 DP8825_MARKER: DD = SURVEY DISK
 DP8825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8825_STAMPING: 6X28 2007
 DP8825_MARK LOGO: WIDT
 DP8825_PROJECTION: FLUSH
 DP8825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8825+STABILITY: SURFACE MOTION
 DP8825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8825+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2018
 DP8825
 DP8825  HISTORY     - Date     Condition        Report By
 DP8825  HISTORY     - 2012     MONUMENTED       WIDT
 DP8825  HISTORY     - 20140918 GOOD             WIDT
 DP8825  HISTORY     - 20161103 GOOD             WIDT
 DP8825  HISTORY     - 20180914 GOOD             WIDT
 DP8825
 DP8825                          STATION DESCRIPTION
 DP8825
 DP8825'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8825'THE STATION IS JUST NORTH OF THE COMMUNITY OF BEAVER, APPROXIMATELY
 DP8825'13.7 MI (22.0 KM) NORTHWEST OF PESHTIGO AND 6.5 MI (10.5 KM) SOUTH OF
 DP8825'CRIVITZ.
 DP8825'
 DP8825'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8825'HIGHWAY P ABOUT 3 MI (4.8 KM) NORTH-NORTHEAST OF THE VILLAGE OF POUND,
 DP8825'GO NORTHEAST ON US HIGHWAY 141 FOR 0.1 MI (0.2 KM) TO THE STATION ON
 DP8825'THE LEFT.
 DP8825'
 DP8825'THE STATION IS 19.2 M (63.0 FT) NORTHWEST OF THE CENTERLINE OF US
 DP8825'HIGHWAY 141, 29.8 M (97.8 FT) NORTH OF A GREEN HIGHWAY SIGN THAT IS
 DP8825'SUPPORTED BY TWO WOODEN POSTS, 26.8 M (87.9 FT) SOUTHWEST OF THE
 DP8825'CENTER OF A GRAVEL DRIVEWAY, 2 M (6.6 FT) NORTHEAST OF THE EXTENDED
 DP8825'CENTER OF A DRIVEWAY -N4934- AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8825'FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP8825'
 DP8825'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8825'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8825'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8825'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M
 DP8825'(1.6 FT) HIGHER THAN THE ROAD GRADE.
 DP8825
 DP8825                          STATION RECOVERY (2016)
 DP8825
 DP8825'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DP8825'RECOVERED AS DESCRIBED.
 DP8825
 DP8825                          STATION RECOVERY (2018)
 DP8825
 DP8825'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (MJH)
 DP8825'THE THREE ORANGE POSTS MENTIONED IN THE 2014 DESCRIPTION HAVE BEEN
 DP8825'REMOVED.  ADDITIONAL/UPDATED TIES TO THE STATION ARE AS FOLLOWS.  THE
 DP8825'STATION IS 111.3 FT (33.9 M) NORTHEAST OF A BILLBOARD FOR RYMER
 DP8825'HEATING LLC, 87.9 FT (26.8 M) SOUTHWEST OF THE CENTERLINE OF DRIVEWAY
 DP8825'TO KBM CONSTRUCTION, INC., 40.1 FT (12.2 M) NORTHWEST OF THE NORTHWEST
 DP8825'EDGE OF US 141 GRAVEL SHOULDER, 23.6 FT (7.2 M) NORTHEAST OF A WISDOT
 DP8825'YELLOW RIGHT-OF-WAY CHANNEL POST, 16.1 FT (4.9 M) NORTHWEST OF THE
 DP8825'CENTERLINE OF THE DITCH NORTHWEST OF US 141 AND 3.3 FT (1.0 M)
 DP8825'NORTHWEST OF THE TOP OF SLOPE OF US 141.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8278 ***********************************************************************
 DP8278  DESIGNATION -  6X40
 DP8278  PID         -  DP8278
 DP8278  STATE/COUNTY-  WI/MARINETTE
 DP8278  COUNTRY     -  US
 DP8278  USGS QUAD   -  COLEMAN (2018)
 DP8278
 DP8278                         *CURRENT SURVEY CONTROL
 DP8278  ______________________________________________________________________
 DP8278* NAD 83(1986) POSITION- 45 07 28.56   (N) 088 06 45.14   (W)   HD_HELD1
 DP8278* NAVD 88 ORTHO HEIGHT -   220.925 (meters)      724.82  (feet) ADJUSTED
 DP8278  ______________________________________________________________________
 DP8278  GEOID HEIGHT    -        -36.161 (meters)                     GEOID18
 DP8278  DYNAMIC HEIGHT  -        220.905 (meters)      724.75  (feet) COMP
 DP8278  MODELED GRAVITY -    980,522.0   (mgal)                       NAVD 88
 DP8278
 DP8278  VERT ORDER      -  SECOND    CLASS I
 DP8278
 DP8278.The horizontal coordinates were determined by differentially corrected
 DP8278.hand held GPS observations or other comparable positioning techniques
 DP8278.and have an estimated accuracy of +/- 3 meters.
 DP8278
 DP8278.The orthometric height was determined by differential leveling and
 DP8278.adjusted by the NATIONAL GEODETIC SURVEY
 DP8278.in February 2017.
 DP8278
 DP8278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8278.GEOID18 height accuracy estimate available here.
 DP8278
 DP8278.Click photographs - Photos may exist for this station.
 DP8278
 DP8278.The dynamic height is computed by dividing the NAVD 88
 DP8278.geopotential number by the normal gravity value computed on the
 DP8278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8278.degrees latitude (g = 980.6199 gals.).
 DP8278
 DP8278.The modeled gravity was interpolated from observed gravity values.
 DP8278
 DP8278;                    North         East    Units  Estimated Accuracy
 DP8278;SPC WI C     -   145,211.2     748,476.6     MT  (+/- 3 meters HH1 GPS) 
 DP8278
 DP8278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1250597394(NAD 83)
 DP8278
 DP8278                          SUPERSEDED SURVEY CONTROL
 DP8278
 DP8278.No superseded survey control is available for this station.
 DP8278
 DP8278_MARKER: DD = SURVEY DISK
 DP8278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8278_STAMPING: 6X40 2012
 DP8278_MARK LOGO: WIDT
 DP8278_PROJECTION: FLUSH
 DP8278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8278+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2014
 DP8278
 DP8278  HISTORY     - Date     Condition        Report By
 DP8278  HISTORY     - 2012     MONUMENTED       WIDT
 DP8278  HISTORY     - 20140922 GOOD             WIDT
 DP8278
 DP8278                          STATION DESCRIPTION
 DP8278
 DP8278'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8278'HE STATION IS APPROXIMATELY 18.1 MI (29.1 KM) EAST-SOUTHEAST OF
 DP8278'MOUNTAIN, 9.1 MI (14.6 KM) SOUTHWEST OF CRIVITZ AND 4.8 MI (7.7 KM)
 DP8278'WEST-SOUTHWEST OF BEAVER.
 DP8278'
 DP8278'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE
 DP8278'HIGHWAY 64 ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF COLEMAN, GO
 DP8278'WEST ON STATE HIGHWAY 64 FOR 4.7 MI (7.6 KM) TO 39TH ROAD ON THE
 DP8278'RIGHT.  TURN RIGHT AND GO NORTH ON 39TH ROAD FOR 1.0 MI (1.6 KM) TO A
 DP8278'RIGHT TURN IN THE ROAD TURN RIGHT AND CONTINUE EAST ON SIXTH ROAD 0.95
 DP8278'MI (1.5 KM) TO 37TH ROAD ON THE RIGHT.  CONTINUE EAST ON SIXTH ROAD
 DP8278'FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DP8278'
 DP8278'THE STATION IS 6.8 M (22.3 FT) NORTH OF THE CENTERLINE OF SIXTH ROAD,
 DP8278'ABOUT 200 M (656.2 FT) EAST OF A PAVED RESIDENTIAL DRIVEWAY TO THE
 DP8278'SOUTH, 46.6 M (152.9 FT) NORTHEAST OF A POWER POLE -49- AND LOCATED
 DP8278'BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8278'
 DP8278'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8278'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8278'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8278'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8278'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8276 ***********************************************************************
 DP8276  DESIGNATION -  6X41
 DP8276  PID         -  DP8276
 DP8276  STATE/COUNTY-  WI/MARINETTE
 DP8276  COUNTRY     -  US
 DP8276  USGS QUAD   -  CRIVITZ (2018)
 DP8276
 DP8276                         *CURRENT SURVEY CONTROL
 DP8276  ______________________________________________________________________
 DP8276* NAD 83(1986) POSITION- 45 09 35.30   (N) 088 05 42.83   (W)   HD_HELD1
 DP8276* NAVD 88 ORTHO HEIGHT -   232.435 (meters)      762.58  (feet) ADJUSTED
 DP8276  ______________________________________________________________________
 DP8276  GEOID HEIGHT    -        -36.092 (meters)                     GEOID18
 DP8276  DYNAMIC HEIGHT  -        232.417 (meters)      762.52  (feet) COMP
 DP8276  MODELED GRAVITY -    980,533.2   (mgal)                       NAVD 88
 DP8276
 DP8276  VERT ORDER      -  SECOND    CLASS I
 DP8276
 DP8276.The horizontal coordinates were determined by differentially corrected
 DP8276.hand held GPS observations or other comparable positioning techniques
 DP8276.and have an estimated accuracy of +/- 3 meters.
 DP8276
 DP8276.The orthometric height was determined by differential leveling and
 DP8276.adjusted by the NATIONAL GEODETIC SURVEY
 DP8276.in February 2017.
 DP8276
 DP8276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8276.GEOID18 height accuracy estimate available here.
 DP8276
 DP8276.Click photographs - Photos may exist for this station.
 DP8276
 DP8276.The dynamic height is computed by dividing the NAVD 88
 DP8276.geopotential number by the normal gravity value computed on the
 DP8276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8276.degrees latitude (g = 980.6199 gals.).
 DP8276
 DP8276.The modeled gravity was interpolated from observed gravity values.
 DP8276
 DP8276;                    North         East    Units  Estimated Accuracy
 DP8276;SPC WI C     -   149,154.2     749,746.2     MT  (+/- 3 meters HH1 GPS) 
 DP8276
 DP8276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1391901286(NAD 83)
 DP8276
 DP8276                          SUPERSEDED SURVEY CONTROL
 DP8276
 DP8276.No superseded survey control is available for this station.
 DP8276
 DP8276_MARKER: DD = SURVEY DISK
 DP8276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8276_STAMPING: 6X41 2012
 DP8276_MARK LOGO: WIDT
 DP8276_PROJECTION: FLUSH
 DP8276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8276+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2014
 DP8276
 DP8276  HISTORY     - Date     Condition        Report By
 DP8276  HISTORY     - 2012     MONUMENTED       WIDT
 DP8276  HISTORY     - 20140923 GOOD             WIDT
 DP8276
 DP8276                          STATION DESCRIPTION
 DP8276
 DP8276'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8276'HE STATION IS APPROXIMATELY 18.5 MI (29.8 KM) EAST OF MOUNTAIN, 6.7 MI
 DP8276'(10.8 KM) SOUTHWEST OF CRIVITZ AND 4.1 MI (6.6 KM) WEST-NORTHWEST OF
 DP8276'BEAVER.
 DP8276'
 DP8276'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8276'HIGHWAY SOUTH ABOUT 8 MI (12.9 KM) SOUTHWEST OF THE VILLAGE OF
 DP8276'CRIVITZ, GO EAST ON COUNTY HIGHWAY P FOR 2.5 MI (4.0 KM) TO A RIGHT
 DP8276'CURVE IN THE HIGHWAY WITH WEST 20TH ROAD ON THE LEFT AND THE STATION
 DP8276'ON THE LEFT.
 DP8276'
 DP8276'THE STATION IS 12.8 M (42.0 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DP8276'HIGHWAY P, 13.2 M (43.3 FT) SOUTHEAST OF THE CENTERLINE OF WEST 20TH
 DP8276'ROAD, 24.8 M (81.4 FT) NORTHWEST OF A UTILITY JUNCTION BOX -3000 15-,
 DP8276'21.5 M (70.5 FT) SOUTHWEST OF A -DEAD END- SIGN AND LOCATED IN THE
 DP8276'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8276'
 DP8276'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8276'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8276'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8276'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8276'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8274 ***********************************************************************
 DP8274  DESIGNATION -  6X42
 DP8274  PID         -  DP8274
 DP8274  STATE/COUNTY-  WI/MARINETTE
 DP8274  COUNTRY     -  US
 DP8274  USGS QUAD   -  WHITE POTATO LAKE (2018)
 DP8274
 DP8274                         *CURRENT SURVEY CONTROL
 DP8274  ______________________________________________________________________
 DP8274* NAD 83(1986) POSITION- 45 11 05.07   (N) 088 08 42.81   (W)   HD_HELD1
 DP8274* NAVD 88 ORTHO HEIGHT -   271.981 (meters)      892.32  (feet) ADJUSTED
 DP8274  ______________________________________________________________________
 DP8274  GEOID HEIGHT    -        -35.978 (meters)                     GEOID18
 DP8274  DYNAMIC HEIGHT  -        271.960 (meters)      892.26  (feet) COMP
 DP8274  MODELED GRAVITY -    980,531.0   (mgal)                       NAVD 88
 DP8274
 DP8274  VERT ORDER      -  SECOND    CLASS I
 DP8274
 DP8274.The horizontal coordinates were determined by differentially corrected
 DP8274.hand held GPS observations or other comparable positioning techniques
 DP8274.and have an estimated accuracy of +/- 3 meters.
 DP8274
 DP8274.The orthometric height was determined by differential leveling and
 DP8274.adjusted by the NATIONAL GEODETIC SURVEY
 DP8274.in February 2017.
 DP8274
 DP8274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8274.GEOID18 height accuracy estimate available here.
 DP8274
 DP8274.Click photographs - Photos may exist for this station.
 DP8274
 DP8274.The dynamic height is computed by dividing the NAVD 88
 DP8274.geopotential number by the normal gravity value computed on the
 DP8274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8274.degrees latitude (g = 980.6199 gals.).
 DP8274
 DP8274.The modeled gravity was interpolated from observed gravity values.
 DP8274
 DP8274;                    North         East    Units  Estimated Accuracy
 DP8274;SPC WI C     -   151,833.7     745,753.2     MT  (+/- 3 meters HH1 GPS) 
 DP8274
 DP8274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1002904111(NAD 83)
 DP8274
 DP8274                          SUPERSEDED SURVEY CONTROL
 DP8274
 DP8274.No superseded survey control is available for this station.
 DP8274
 DP8274_MARKER: DD = SURVEY DISK
 DP8274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8274_STAMPING: 6X42 2012
 DP8274_MARK LOGO: WIDT
 DP8274_PROJECTION: FLUSH
 DP8274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8274+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2014
 DP8274
 DP8274  HISTORY     - Date     Condition        Report By
 DP8274  HISTORY     - 2012     MONUMENTED       WIDT
 DP8274  HISTORY     - 20140924 GOOD             WIDT
 DP8274
 DP8274                          STATION DESCRIPTION
 DP8274
 DP8274'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8274'HE STATION IS APPROXIMATELY 16.0 MI (25.7 KM) EAST OF MOUNTAIN, 7.6 MI
 DP8274'(12.2 KM) SOUTHWEST OF CRIVITZ AND 7.1 MI (11.4 KM) NORTHWEST OF
 DP8274'BEAVER.
 DP8274'
 DP8274'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8274'HIGHWAY WEST ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DP8274'CRIVITZ, GO SOUTH ON COUNTY HIGHWAY P FOR 1.5 MI (2.4 KM) TO WEST 32ND
 DP8274'ROAD ON THE LEFT.  CONTINUE SOUTH ON COUNTY HIGHWAY P FOR 0.8 MI (1.3
 DP8274'KM) TO THE STATION ON THE RIGHT.
 DP8274'
 DP8274'THE STATION IS 9.7 M (31.8 FT) WEST OF THE CENTERLINE OF COUNTY
 DP8274'HIGHWAY P, ABOUT 40 M (131.2 FT) NORTH OF THE EXTENDED CENTER OF A
 DP8274'DRIVEWAY -6168-, ABOUT 26 M (85.3 FT) SOUTH OF THE CENTER OF A
 DP8274'RESIDENTIAL DRIVEWAY AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP8274'THREE WHITE PLASTIC WITNESS POSTS.
 DP8274'
 DP8274'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST AND TO THE WEST
 DP8274'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8274'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8274'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8274'LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8273 ***********************************************************************
 DP8273  DESIGNATION -  6X43
 DP8273  PID         -  DP8273
 DP8273  STATE/COUNTY-  WI/MARINETTE
 DP8273  COUNTRY     -  US
 DP8273  USGS QUAD   -  WHITE POTATO LAKE (2018)
 DP8273
 DP8273                         *CURRENT SURVEY CONTROL
 DP8273  ______________________________________________________________________
 DP8273* NAD 83(1986) POSITION- 45 12 45.94   (N) 088 08 45.27   (W)   HD_HELD1
 DP8273* NAVD 88 ORTHO HEIGHT -   273.038 (meters)      895.79  (feet) ADJUSTED
 DP8273  ______________________________________________________________________
 DP8273  GEOID HEIGHT    -        -35.920 (meters)                     GEOID18
 DP8273  DYNAMIC HEIGHT  -        273.018 (meters)      895.73  (feet) COMP
 DP8273  MODELED GRAVITY -    980,536.8   (mgal)                       NAVD 88
 DP8273
 DP8273  VERT ORDER      -  SECOND    CLASS I
 DP8273
 DP8273.The horizontal coordinates were determined by differentially corrected
 DP8273.hand held GPS observations or other comparable positioning techniques
 DP8273.and have an estimated accuracy of +/- 3 meters.
 DP8273
 DP8273.The orthometric height was determined by differential leveling and
 DP8273.adjusted by the NATIONAL GEODETIC SURVEY
 DP8273.in February 2017.
 DP8273
 DP8273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8273.GEOID18 height accuracy estimate available here.
 DP8273
 DP8273.Click photographs - Photos may exist for this station.
 DP8273
 DP8273.The dynamic height is computed by dividing the NAVD 88
 DP8273.geopotential number by the normal gravity value computed on the
 DP8273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8273.degrees latitude (g = 980.6199 gals.).
 DP8273
 DP8273.The modeled gravity was interpolated from observed gravity values.
 DP8273
 DP8273;                    North         East    Units  Estimated Accuracy
 DP8273;SPC WI C     -   154,945.5     745,628.4     MT  (+/- 3 meters HH1 GPS) 
 DP8273
 DP8273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1001907224(NAD 83)
 DP8273
 DP8273                          SUPERSEDED SURVEY CONTROL
 DP8273
 DP8273.No superseded survey control is available for this station.
 DP8273
 DP8273_MARKER: DD = SURVEY DISK
 DP8273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8273_STAMPING: 6X43 2012
 DP8273_MARK LOGO: WIDT
 DP8273_PROJECTION: FLUSH
 DP8273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8273+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 DP8273
 DP8273  HISTORY     - Date     Condition        Report By
 DP8273  HISTORY     - 2012     MONUMENTED       WIDT
 DP8273  HISTORY     - 20141027 GOOD             WIDT
 DP8273
 DP8273                          STATION DESCRIPTION
 DP8273
 DP8273'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8273'HE STATION IS APPROXIMATELY 16.0 MI (25.7 KM) EAST-NORTHEAST OF
 DP8273'MOUNTAIN, 8.3 MI (13.4 KM) NORTHWEST OF BEAVER AND 7.0 MI (11.3 KM)
 DP8273'WEST-SOUTHWEST OF CRIVITZ.
 DP8273'
 DP8273'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8273'HIGHWAY WEST ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DP8273'CRIVITZ, GO SOUTH ON COUNTY HIGHWAY P FOR 0.4 MI (0.6 KM) TO THE
 DP8273'STATION ON THE LEFT.
 DP8273'
 DP8273'THE STATION IS 11.3 M (37.1 FT) EAST OF THE CENTERLINE OF COUNTY
 DP8273'HIGHWAY P, 0.05 MI (0.1 KM) NORTH OF ADE ROAD, 22.7 M (74.5 FT)
 DP8273'EAST-NORTHEAST OF A POWER POLE -3219 29R15- AND LOCATED IN THE CENTER
 DP8273'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8273'
 DP8273'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8273'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8273'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8273'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8273'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8859 ***********************************************************************
 DP8859  DESIGNATION -  6X51
 DP8859  PID         -  DP8859
 DP8859  STATE/COUNTY-  WI/MARINETTE
 DP8859  COUNTRY     -  US
 DP8859  USGS QUAD   -  WAUSAUKEE SOUTH (2018)
 DP8859
 DP8859                         *CURRENT SURVEY CONTROL
 DP8859  ______________________________________________________________________
 DP8859* NAD 83(1986) POSITION- 45 15 10.14   (N) 087 58 59.59   (W)   HD_HELD1
 DP8859* NAVD 88 ORTHO HEIGHT -   213.470 (meters)      700.36  (feet) ADJUSTED
 DP8859  ______________________________________________________________________
 DP8859  GEOID HEIGHT    -        -36.113 (meters)                     GEOID18
 DP8859  DYNAMIC HEIGHT  -        213.456 (meters)      700.31  (feet) COMP
 DP8859  MODELED GRAVITY -    980,546.5   (mgal)                       NAVD 88
 DP8859
 DP8859  VERT ORDER      -  SECOND    CLASS I
 DP8859
 DP8859.The horizontal coordinates were determined by differentially corrected
 DP8859.hand held GPS observations or other comparable positioning techniques
 DP8859.and have an estimated accuracy of +/- 3 meters.
 DP8859
 DP8859.The orthometric height was determined by differential leveling and
 DP8859.adjusted by the NATIONAL GEODETIC SURVEY
 DP8859.in February 2017.
 DP8859
 DP8859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8859.GEOID18 height accuracy estimate available here.
 DP8859
 DP8859.Click photographs - Photos may exist for this station.
 DP8859
 DP8859.The dynamic height is computed by dividing the NAVD 88
 DP8859.geopotential number by the normal gravity value computed on the
 DP8859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8859.degrees latitude (g = 980.6199 gals.).
 DP8859
 DP8859.The modeled gravity was interpolated from observed gravity values.
 DP8859
 DP8859;                    North         East    Units  Estimated Accuracy
 DP8859;SPC WI C     -   159,700.1     758,293.7     MT  (+/- 3 meters HH1 GPS) 
 DP8859
 DP8859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2284811505(NAD 83)
 DP8859
 DP8859                          SUPERSEDED SURVEY CONTROL
 DP8859
 DP8859.No superseded survey control is available for this station.
 DP8859
 DP8859_MARKER: DD = SURVEY DISK
 DP8859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8859_STAMPING: 6X51 2007
 DP8859_MARK LOGO: WIDT
 DP8859_PROJECTION: FLUSH
 DP8859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8859+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2014
 DP8859
 DP8859  HISTORY     - Date     Condition        Report By
 DP8859  HISTORY     - 2007     MONUMENTED       WIDT
 DP8859  HISTORY     - 20141021 GOOD             WIDT
 DP8859
 DP8859                          STATION DESCRIPTION
 DP8859
 DP8859'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8859'THE STATION IS APPROXIMATELY 13.9 MI (22.4 KM) SOUTHWEST OF
 DP8859'MCALLISTER, 2.7 MI (4.3 KM) SOUTHEAST OF MIDDLE INLET AND 1.8 MI (2.9
 DP8859'KM) NORTHEAST OF CRIVITZ.
 DP8859'
 DP8859'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8859'HIGHWAY WEST IN THE VILLAGE OF CRIVITZ, GO NORTH ON US HIGHWAY 141 FOR
 DP8859'1.45 MI (2.3 KM) TO NOQUEBAY ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DP8859'EAST ON NOQUEBAY ROAD FOR 0.4 MI (0.6 KM) TO ST PAUL ROAD.  TURN RIGHT
 DP8859'AND GO SOUTH ON ST PAUL ROAD FOR 0.05 MI (0.1 KM) TO THE STATION ON
 DP8859'THE LEFT.
 DP8859'
 DP8859'THE STATION IS 6.5 M (21.3 FT) EAST OF THE CENTERLINE OF ST PAUL ROAD,
 DP8859'68.0 M (223.1 FT) SOUTH OF THE CENTERLINE OF NOQUEBAY ROAD, 17.0 M
 DP8859'(55.8 FT) NORTHEAST OF A UTILITY JUNCTION BOX -159951- AND LOCATED
 DP8859'BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8859'
 DP8859'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8859'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8859'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8859'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8859'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8610 ***********************************************************************
 DP8610  DESIGNATION -  6X52
 DP8610  PID         -  DP8610
 DP8610  STATE/COUNTY-  WI/MARINETTE
 DP8610  COUNTRY     -  US
 DP8610  USGS QUAD   -  CRIVITZ (2018)
 DP8610
 DP8610                         *CURRENT SURVEY CONTROL
 DP8610  ______________________________________________________________________
 DP8610* NAD 83(1986) POSITION- 45 13 59.02   (N) 088 00 04.82   (W)   HD_HELD1
 DP8610* NAVD 88 ORTHO HEIGHT -   208.270 (meters)      683.30  (feet) ADJUSTED
 DP8610  ______________________________________________________________________
 DP8610  GEOID HEIGHT    -        -36.102 (meters)                     GEOID18
 DP8610  DYNAMIC HEIGHT  -        208.257 (meters)      683.26  (feet) COMP
 DP8610  MODELED GRAVITY -    980,550.8   (mgal)                       NAVD 88
 DP8610
 DP8610  VERT ORDER      -  SECOND    CLASS I
 DP8610
 DP8610.The horizontal coordinates were determined by differentially corrected
 DP8610.hand held GPS observations or other comparable positioning techniques
 DP8610.and have an estimated accuracy of +/- 3 meters.
 DP8610
 DP8610.The orthometric height was determined by differential leveling and
 DP8610.adjusted by the NATIONAL GEODETIC SURVEY
 DP8610.in February 2017.
 DP8610
 DP8610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8610.GEOID18 height accuracy estimate available here.
 DP8610
 DP8610.Click photographs - Photos may exist for this station.
 DP8610
 DP8610.The dynamic height is computed by dividing the NAVD 88
 DP8610.geopotential number by the normal gravity value computed on the
 DP8610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8610.degrees latitude (g = 980.6199 gals.).
 DP8610
 DP8610.The modeled gravity was interpolated from observed gravity values.
 DP8610
 DP8610;                    North         East    Units  Estimated Accuracy
 DP8610;SPC WI C     -   157,470.1     756,925.8     MT  (+/- 3 meters HH1 GPS) 
 DP8610
 DP8610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2139909328(NAD 83)
 DP8610
 DP8610                          SUPERSEDED SURVEY CONTROL
 DP8610
 DP8610.No superseded survey control is available for this station.
 DP8610
 DP8610_MARKER: DD = SURVEY DISK
 DP8610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8610_STAMPING: 6X52 2007
 DP8610_MARK LOGO: WIDT
 DP8610_PROJECTION: FLUSH
 DP8610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8610+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2014
 DP8610
 DP8610  HISTORY     - Date     Condition        Report By
 DP8610  HISTORY     - 2007     MONUMENTED       WIDT
 DP8610  HISTORY     - 20141021 GOOD             WIDT
 DP8610
 DP8610                          STATION DESCRIPTION
 DP8610
 DP8610'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8610'THE STATION IS IN THE VILLAGE OF CRIVITZ, ABOUT 10 MI (16.1 KM) NORTH
 DP8610'OF POUND AND 4 MI (6.4 KM) SOUTH OF MIDDLE INLET.
 DP8610'
 DP8610'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8610'HIGHWAY WEST IN THE VILLAGE OF CRIVITZ, GO WEST ON COUNTY HIGHWAY W
 DP8610'(HENRIETTE AVENUE) FOR 0.25 MI (0.4 KM) TO AN AT-GRADE RAILROAD
 DP8610'SWITCHING YARD WITH SPUR STREET ON THE LEFT.  THE STATION IS LOCATED
 DP8610'IN BETWEEN TWO AT-GRADE RAILROAD CROSSINGS, NORTH OF THE SIDEWALK ON
 DP8610'THE RIGHT.
 DP8610'
 DP8610'THE STATION IS 10.8 M (35.4 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8610'HIGHWAY W (HENRIETTE AVENUE), 26.1 M (85.6 FT) WEST OF THE EXTENDED
 DP8610'CENTERLINE OF SPUR STREET, 38.3 M (125.7 FT) EAST OF THE CENTER OF THE
 DP8610'NORTH-SOUTH MAIN LINE TRACK OF THE ESCANABA AND LAKE SUPERIOR
 DP8610'RAILROAD, 4.3 M (14.1 FT) EAST OF THE EAST EDGE OF PAVEMENT OF A
 DP8610'DRIVEWAY AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DP8610'
 DP8610'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8610'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8610'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8610'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8610'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8860 ***********************************************************************
 DP8860  DESIGNATION -  6X53
 DP8860  PID         -  DP8860
 DP8860  STATE/COUNTY-  WI/MARINETTE
 DP8860  COUNTRY     -  US
 DP8860  USGS QUAD   -  CRIVITZ (2018)
 DP8860
 DP8860                         *CURRENT SURVEY CONTROL
 DP8860  ______________________________________________________________________
 DP8860* NAD 83(1986) POSITION- 45 13 56.9    (N) 088 00 49.7    (W)   HD_HELD2
 DP8860* NAVD 88 ORTHO HEIGHT -   205.729 (meters)      674.96  (feet) ADJUSTED
 DP8860  ______________________________________________________________________
 DP8860  GEOID HEIGHT    -        -36.081 (meters)                     GEOID18
 DP8860  DYNAMIC HEIGHT  -        205.716 (meters)      674.92  (feet) COMP
 DP8860  MODELED GRAVITY -    980,550.0   (mgal)                       NAVD 88
 DP8860
 DP8860  VERT ORDER      -  SECOND    CLASS I
 DP8860
 DP8860.The horizontal coordinates were established by autonomous hand held GPS
 DP8860.observations and have an estimated accuracy of +/- 10 meters.
 DP8860
 DP8860.The orthometric height was determined by differential leveling and
 DP8860.adjusted by the NATIONAL GEODETIC SURVEY
 DP8860.in February 2017.
 DP8860
 DP8860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8860.GEOID18 height accuracy estimate available here.
 DP8860
 DP8860.Click photographs - Photos may exist for this station.
 DP8860
 DP8860.The dynamic height is computed by dividing the NAVD 88
 DP8860.geopotential number by the normal gravity value computed on the
 DP8860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8860.degrees latitude (g = 980.6199 gals.).
 DP8860
 DP8860.The modeled gravity was interpolated from observed gravity values.
 DP8860
 DP8860;                    North         East    Units  Estimated Accuracy
 DP8860;SPC WI C     -   157,381.      755,949.      MT  (+/- 10 meters HH2 GPS)
 DP8860
 DP8860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2042009275(NAD 83)
 DP8860
 DP8860                          SUPERSEDED SURVEY CONTROL
 DP8860
 DP8860.No superseded survey control is available for this station.
 DP8860
 DP8860_MARKER: DD = SURVEY DISK
 DP8860_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8860_SP_SET: BRIDGE ABUTMENT
 DP8860_STAMPING: 6X53 2007
 DP8860_MARK LOGO: WIDT
 DP8860_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8860+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2014
 DP8860
 DP8860  HISTORY     - Date     Condition        Report By
 DP8860  HISTORY     - 2007     MONUMENTED       WIDT
 DP8860  HISTORY     - 20141022 GOOD             WIDT
 DP8860
 DP8860                          STATION DESCRIPTION
 DP8860
 DP8860'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8860'THE STATION IS IN THE VILLAGE OF CRIVITZ, ABOUT 9 MI (14.5 KM) NORTH
 DP8860'OF POUND AND 4.5 MI (7.2 KM) SOUTH OF MIDDLE INLET.
 DP8860'
 DP8860'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DP8860'HIGHWAY WEST IN THE VILLAGE OF CRIVITZ, GO SOUTH ON COUNTY HIGHWAY W
 DP8860'(F J STREET) FOR ONE CITY BLOCK TO A RIGHT TURN IN THE HIGHWAY ROUTE
 DP8860'(MAIN AVENUE).  TURN RIGHT AND GO WEST ON COUNTY HIGHWAY W (MAIN
 DP8860'AVENUE) FOR 0.05 MI (0.1 KM) TO THE WEST SIDE OF A BRIDGE OVER THE
 DP8860'PESHTIGO RIVER AND THE STATION ON THE RIGHT.
 DP8860'
 DP8860'THE STATION IS 7.1 M (23.3 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8860'HIGHWAY W (MAIN AVENUE), 0.7 M (2.3 FT) WEST OF WEST END OF THE BRIDGE
 DP8860'DECK, 0.1 M (0.3 FT) NORTH OF A METAL GUARDRAIL AND 3.4 M (11.2 FT)
 DP8860'EAST OF A WHITE PLASTIC WITNESS POST.
 DP8860'
 DP8860'NOTE-THIS STATION IS OBSTRUCTED BY A TREE TO THE NORTHEAST EXTENDING
 DP8860'50 DEGREES ABOVE THE HORIZON AND A TREE TO THE SOUTHWEST EXTENDING TO
 DP8860'35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8860'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8860'IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE BRIDGE
 DP8860'-B-38-0087-01- OVER THE PESHTIGO RIVER, ABOUT LEVEL WITH THE ROAD
 DP8860'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8268 ***********************************************************************
 DP8268  DESIGNATION -  6X54
 DP8268  PID         -  DP8268
 DP8268  STATE/COUNTY-  WI/MARINETTE
 DP8268  COUNTRY     -  US
 DP8268  USGS QUAD   -  CRIVITZ (2018)
 DP8268
 DP8268                         *CURRENT SURVEY CONTROL
 DP8268  ______________________________________________________________________
 DP8268* NAD 83(1986) POSITION- 45 13 55.23   (N) 088 03 08.42   (W)   HD_HELD1
 DP8268* NAVD 88 ORTHO HEIGHT -   220.547 (meters)      723.58  (feet) ADJUSTED
 DP8268  ______________________________________________________________________
 DP8268  GEOID HEIGHT    -        -36.018 (meters)                     GEOID18
 DP8268  DYNAMIC HEIGHT  -        220.533 (meters)      723.53  (feet) COMP
 DP8268  MODELED GRAVITY -    980,547.8   (mgal)                       NAVD 88
 DP8268
 DP8268  VERT ORDER      -  SECOND    CLASS I
 DP8268
 DP8268.The horizontal coordinates were determined by differentially corrected
 DP8268.hand held GPS observations or other comparable positioning techniques
 DP8268.and have an estimated accuracy of +/- 3 meters.
 DP8268
 DP8268.The orthometric height was determined by differential leveling and
 DP8268.adjusted by the NATIONAL GEODETIC SURVEY
 DP8268.in February 2017.
 DP8268
 DP8268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8268.GEOID18 height accuracy estimate available here.
 DP8268
 DP8268.Click photographs - Photos may exist for this station.
 DP8268
 DP8268.The dynamic height is computed by dividing the NAVD 88
 DP8268.geopotential number by the normal gravity value computed on the
 DP8268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8268.degrees latitude (g = 980.6199 gals.).
 DP8268
 DP8268.The modeled gravity was interpolated from observed gravity values.
 DP8268
 DP8268;                    North         East    Units  Estimated Accuracy
 DP8268;SPC WI C     -   157,255.9     752,925.1     MT  (+/- 3 meters HH1 GPS) 
 DP8268
 DP8268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1739509262(NAD 83)
 DP8268
 DP8268                          SUPERSEDED SURVEY CONTROL
 DP8268
 DP8268.No superseded survey control is available for this station.
 DP8268
 DP8268_MARKER: DD = SURVEY DISK
 DP8268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8268_STAMPING: 6X54 2012
 DP8268_MARK LOGO: WIDT
 DP8268_PROJECTION: FLUSH
 DP8268_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8268+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2014
 DP8268
 DP8268  HISTORY     - Date     Condition        Report By
 DP8268  HISTORY     - 2012     MONUMENTED       WIDT
 DP8268  HISTORY     - 20141022 GOOD             WIDT
 DP8268
 DP8268                          STATION DESCRIPTION
 DP8268
 DP8268'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8268'HE STATION IS APPROXIMATELY 13.4 MI (21.6 KM) SOUTH-SOUTHEAST OF
 DP8268'ATHELSTANE, 9.6 MI (15.4 KM) NORTH OF POUND AND 2.1 MI (3.4 KM) WEST
 DP8268'OF CRIVITZ.
 DP8268'
 DP8268'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DP8268'HIGHWAY WEST IN THE VILLAGE OF CRIVITZ, GO SOUTH ON COUNTY HIGHWAY W
 DP8268'(F J STREET) FOR ONE CITY BLOCK TO A RIGHT TURN IN THE HIGHWAY ROUTE
 DP8268'(MAIN AVENUE).  TURN RIGHT AND GO WEST ON COUNTY HIGHWAY W (MAIN
 DP8268'AVENUE) FOR 1.7 MI (2.7 KM) TO LOOP LAKE ROAD ON THE LEFT.  CONTINUE
 DP8268'WEST ON COUNTY HIGHWAY WEST FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DP8268'LEFT.
 DP8268'
 DP8268'THE STATION IS 14.4 M (47.2 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8268'HIGHWAY WEST, 7.2 M (23.6 FT) WEST OF THE CENTER OF GRAVEL DRIVEWAY
 DP8268'-W9023-, 5.1 M (16.7 FT) SOUTHWEST OF THE WEST END OF A 24 INCH (61
 DP8268'CM) DIAMETER CULVERT UNDER THE DRIVEWAY AND LOCATED IN THE CENTER OF A
 DP8268'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8268'
 DP8268'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8268'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8268'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8268'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M
 DP8268'(1.6 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8269 ***********************************************************************
 DP8269  DESIGNATION -  6X55
 DP8269  PID         -  DP8269
 DP8269  STATE/COUNTY-  WI/MARINETTE
 DP8269  COUNTRY     -  US
 DP8269  USGS QUAD   -  CRIVITZ (2018)
 DP8269
 DP8269                         *CURRENT SURVEY CONTROL
 DP8269  ______________________________________________________________________
 DP8269* NAD 83(1986) POSITION- 45 13 17.4    (N) 088 03 47.3    (W)   HD_HELD2
 DP8269* NAVD 88 ORTHO HEIGHT -   222.700 (meters)      730.64  (feet) ADJUSTED
 DP8269  ______________________________________________________________________
 DP8269  GEOID HEIGHT    -        -36.015 (meters)                     GEOID18
 DP8269  DYNAMIC HEIGHT  -        222.686 (meters)      730.60  (feet) COMP
 DP8269  MODELED GRAVITY -    980,547.8   (mgal)                       NAVD 88
 DP8269
 DP8269  VERT ORDER      -  SECOND    CLASS I
 DP8269
 DP8269.The horizontal coordinates were established by autonomous hand held GPS
 DP8269.observations and have an estimated accuracy of +/- 10 meters.
 DP8269
 DP8269.The orthometric height was determined by differential leveling and
 DP8269.adjusted by the NATIONAL GEODETIC SURVEY
 DP8269.in February 2017.
 DP8269
 DP8269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8269.GEOID18 height accuracy estimate available here.
 DP8269
 DP8269.Click photographs - Photos may exist for this station.
 DP8269
 DP8269.The dynamic height is computed by dividing the NAVD 88
 DP8269.geopotential number by the normal gravity value computed on the
 DP8269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8269.degrees latitude (g = 980.6199 gals.).
 DP8269
 DP8269.The modeled gravity was interpolated from observed gravity values.
 DP8269
 DP8269;                    North         East    Units  Estimated Accuracy
 DP8269;SPC WI C     -   156,068.      752,105.      MT  (+/- 10 meters HH2 GPS)
 DP8269
 DP8269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1653108106(NAD 83)
 DP8269
 DP8269                          SUPERSEDED SURVEY CONTROL
 DP8269
 DP8269.No superseded survey control is available for this station.
 DP8269
 DP8269_MARKER: DD = SURVEY DISK
 DP8269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8269_STAMPING: 6X55 2012
 DP8269_MARK LOGO: WIDT
 DP8269_PROJECTION: FLUSH
 DP8269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8269+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 DP8269
 DP8269  HISTORY     - Date     Condition        Report By
 DP8269  HISTORY     - 2012     MONUMENTED       WIDT
 DP8269  HISTORY     - 20141027 GOOD             WIDT
 DP8269
 DP8269                          STATION DESCRIPTION
 DP8269
 DP8269'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8269'HE STATION IS APPROXIMATELY 14.6 MI (23.5 KM) SOUTHEAST OF ATHELSTANE,
 DP8269'8.7 MI (14.0 KM) NORTHWEST OF POUND AND 2.8 MI (4.5 KM) WEST-SOUTHWEST
 DP8269'OF CRIVITZ.
 DP8269'
 DP8269'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8269'HIGHWAY WEST ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DP8269'CRIVITZ, GO EAST ON COUNTY HIGHWAY WEST FOR 3.3 MI (5.3 KM) TO
 DP8269'HIDEAWAY LANE ON THE LEFT AND AIRPORT ROAD ON THE RIGHT.  CONTINUE
 DP8269'EAST ON COUNTY HIGHWAY WEST FOR 0.75 MI (1.2 KM) TO A LEFT CURVE IN
 DP8269'THE HIGHWAY, CURVE LEFT AND CONTINUE NORTH ON COUNTY HIGHWAY WEST FOR
 DP8269'0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.
 DP8269'
 DP8269'THE STATION IS 14.2 M (46.6 FT) WEST OF THE CENTERLINE OF COUNTY
 DP8269'HIGHWAY WEST, 30.8 M (101.0 FT) WEST OF A POWER POLE -3220 30W4-, 10.4
 DP8269'M (34.1 FT) NORTH OF CENTER OF A FIELD ENTRANCE, 5.6 M (18.4 FT)
 DP8269'NORTHWEST OF THE NORTH END OF A STEEL CULVERT UNDER THE FIELD ENTRANCE
 DP8269'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8269'WITNESS POSTS.
 DP8269'
 DP8269'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8269'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8269'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8269'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8269'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8271 ***********************************************************************
 DP8271  DESIGNATION -  6X56
 DP8271  PID         -  DP8271
 DP8271  STATE/COUNTY-  WI/MARINETTE
 DP8271  COUNTRY     -  US
 DP8271  USGS QUAD   -  CRIVITZ (2018)
 DP8271
 DP8271                         *CURRENT SURVEY CONTROL
 DP8271  ______________________________________________________________________
 DP8271* NAD 83(1986) POSITION- 45 13 07.24   (N) 088 06 48.64   (W)   HD_HELD1
 DP8271* NAVD 88 ORTHO HEIGHT -   241.311 (meters)      791.70  (feet) ADJUSTED
 DP8271  ______________________________________________________________________
 DP8271  GEOID HEIGHT    -        -35.953 (meters)                     GEOID18
 DP8271  DYNAMIC HEIGHT  -        241.294 (meters)      791.65  (feet) COMP
 DP8271  MODELED GRAVITY -    980,542.0   (mgal)                       NAVD 88
 DP8271
 DP8271  VERT ORDER      -  SECOND    CLASS I
 DP8271
 DP8271.The horizontal coordinates were determined by differentially corrected
 DP8271.hand held GPS observations or other comparable positioning techniques
 DP8271.and have an estimated accuracy of +/- 3 meters.
 DP8271
 DP8271.The orthometric height was determined by differential leveling and
 DP8271.adjusted by the NATIONAL GEODETIC SURVEY
 DP8271.in February 2017.
 DP8271
 DP8271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8271.GEOID18 height accuracy estimate available here.
 DP8271
 DP8271.Click photographs - Photos may exist for this station.
 DP8271
 DP8271.The dynamic height is computed by dividing the NAVD 88
 DP8271.geopotential number by the normal gravity value computed on the
 DP8271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8271.degrees latitude (g = 980.6199 gals.).
 DP8271
 DP8271.The modeled gravity was interpolated from observed gravity values.
 DP8271
 DP8271;                    North         East    Units  Estimated Accuracy
 DP8271;SPC WI C     -   155,661.4     748,157.3     MT  (+/- 3 meters HH1 GPS) 
 DP8271
 DP8271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1257207846(NAD 83)
 DP8271
 DP8271                          SUPERSEDED SURVEY CONTROL
 DP8271
 DP8271.No superseded survey control is available for this station.
 DP8271
 DP8271_MARKER: DD = SURVEY DISK
 DP8271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8271_STAMPING: 6X56 2012
 DP8271_MARK LOGO: WIDT
 DP8271_PROJECTION: FLUSH
 DP8271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8271+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 DP8271
 DP8271  HISTORY     - Date     Condition        Report By
 DP8271  HISTORY     - 2012     MONUMENTED       WIDT
 DP8271  HISTORY     - 20141027 GOOD             WIDT
 DP8271
 DP8271                          STATION DESCRIPTION
 DP8271
 DP8271'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8271'HE STATION IS APPROXIMATELY 14.2 MI (22.8 KM) SOUTH OF ATHELSTANE, 9.5
 DP8271'MI (15.3 KM) NORTHWEST OF POUND AND 5.3 MI (8.5 KM) WEST-SOUTHWEST OF
 DP8271'CRIVITZ.
 DP8271'
 DP8271'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8271'HIGHWAY WEST ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DP8271'CRIVITZ, GO EAST ON COUNTY HIGHWAY WEST FOR 1.0 MI (1.6 KM) TO NETZEL
 DP8271'LANE ON THE RIGHT.  CONTINUE EAST ON COUNTY HIGHWAY WEST FOR 0.6 MI
 DP8271'(1.0 KM) TO THE STATION ON THE LEFT.
 DP8271'
 DP8271'THE STATION IS 19.3 M (63.3 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8271'HIGHWAY WEST, 91.2 M (299.2 FT) EAST OF A STEEL RIGHT-OF-WAY POST,
 DP8271'61.4 M (201.4 FT) NORTHEAST OF A POWER POLE -3219 27R11- AND LOCATED
 DP8271'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP8271'POSTS.
 DP8271'
 DP8271'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8271'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8271'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8271'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 1.5 M
 DP8271'(4.9 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8272 ***********************************************************************
 DP8272  DESIGNATION -  6X57
 DP8272  PID         -  DP8272
 DP8272  STATE/COUNTY-  WI/MARINETTE
 DP8272  COUNTRY     -  US
 DP8272  USGS QUAD   -  WHITE POTATO LAKE (2018)
 DP8272
 DP8272                         *CURRENT SURVEY CONTROL
 DP8272  ______________________________________________________________________
 DP8272* NAD 83(1986) POSITION- 45 13 09.43   (N) 088 08 46.75   (W)   HD_HELD1
 DP8272* NAVD 88 ORTHO HEIGHT -   276.480 (meters)      907.08  (feet) ADJUSTED
 DP8272  ______________________________________________________________________
 DP8272  GEOID HEIGHT    -        -35.906 (meters)                     GEOID18
 DP8272  DYNAMIC HEIGHT  -        276.460 (meters)      907.02  (feet) COMP
 DP8272  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 DP8272
 DP8272  VERT ORDER      -  SECOND    CLASS I
 DP8272
 DP8272.The horizontal coordinates were determined by differentially corrected
 DP8272.hand held GPS observations or other comparable positioning techniques
 DP8272.and have an estimated accuracy of +/- 3 meters.
 DP8272
 DP8272.The orthometric height was determined by differential leveling and
 DP8272.adjusted by the NATIONAL GEODETIC SURVEY
 DP8272.in February 2017.
 DP8272
 DP8272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8272.GEOID18 height accuracy estimate available here.
 DP8272
 DP8272.Click photographs - Photos may exist for this station.
 DP8272
 DP8272.The dynamic height is computed by dividing the NAVD 88
 DP8272.geopotential number by the normal gravity value computed on the
 DP8272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8272.degrees latitude (g = 980.6199 gals.).
 DP8272
 DP8272.The modeled gravity was interpolated from observed gravity values.
 DP8272
 DP8272;                    North         East    Units  Estimated Accuracy
 DP8272;SPC WI C     -   155,669.7     745,579.6     MT  (+/- 3 meters HH1 GPS) 
 DP8272
 DP8272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0999707949(NAD 83)
 DP8272
 DP8272                          SUPERSEDED SURVEY CONTROL
 DP8272
 DP8272.No superseded survey control is available for this station.
 DP8272
 DP8272_MARKER: DD = SURVEY DISK
 DP8272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8272_STAMPING: 6X57 2012
 DP8272_MARK LOGO: WIDT
 DP8272_PROJECTION: FLUSH
 DP8272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8272+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 DP8272
 DP8272  HISTORY     - Date     Condition        Report By
 DP8272  HISTORY     - 2012     MONUMENTED       WIDT
 DP8272  HISTORY     - 20141027 GOOD             WIDT
 DP8272
 DP8272                          STATION DESCRIPTION
 DP8272
 DP8272'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8272'HE STATION IS APPROXIMATELY 14.4 MI (23.2 KM) SOUTH-SOUTHWEST OF
 DP8272'ATHELSTANE, 10.2 MI (16.4 KM) NORTHWEST OF POUND AND 7.0 MI (11.3 KM)
 DP8272'WEST-SOUTHWEST OF CRIVITZ.
 DP8272'
 DP8272'THE STATION IS LOCATED AT THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8272'HIGHWAY WEST ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DP8272'CRIVITZ, IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 DP8272'
 DP8272'THE STATION IS 8.8 M (28.9 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8272'HIGHWAY WEST, 25.5 M (83.7 FT) WEST OF THE EXTENDED CENTERLINE OF
 DP8272'COUNTY HIGHWAY P, 46.8 M (153.5 FT) EAST-SOUTHEAST OF A UTILITY
 DP8272'JUNCTION BOX -299550-, 30 M (98.4 FT) EAST OF THE CENTER OF A FIELD
 DP8272'ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8272'PLASTIC WITNESS POSTS.
 DP8272'
 DP8272'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8272'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8272'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8272'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8272'WITH THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8281 ***********************************************************************
 DP8281  DESIGNATION -  6X58
 DP8281  PID         -  DP8281
 DP8281  STATE/COUNTY-  WI/MARINETTE
 DP8281  COUNTRY     -  US
 DP8281  USGS QUAD   -  WHITE POTATO LAKE (2018)
 DP8281
 DP8281                         *CURRENT SURVEY CONTROL
 DP8281  ______________________________________________________________________
 DP8281* NAD 83(1986) POSITION- 45 13 26.83   (N) 088 09 57.10   (W)   HD_HELD1
 DP8281* NAVD 88 ORTHO HEIGHT -   267.330 (meters)      877.07  (feet) ADJUSTED
 DP8281  ______________________________________________________________________
 DP8281  GEOID HEIGHT    -        -35.874 (meters)                     GEOID18
 DP8281  DYNAMIC HEIGHT  -        267.310 (meters)      877.00  (feet) COMP
 DP8281  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 DP8281
 DP8281  VERT ORDER      -  SECOND    CLASS I
 DP8281
 DP8281.The horizontal coordinates were determined by differentially corrected
 DP8281.hand held GPS observations or other comparable positioning techniques
 DP8281.and have an estimated accuracy of +/- 3 meters.
 DP8281
 DP8281.The orthometric height was determined by differential leveling and
 DP8281.adjusted by the NATIONAL GEODETIC SURVEY
 DP8281.in February 2017.
 DP8281
 DP8281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8281.GEOID18 height accuracy estimate available here.
 DP8281
 DP8281.Click photographs - Photos may exist for this station.
 DP8281
 DP8281.The dynamic height is computed by dividing the NAVD 88
 DP8281.geopotential number by the normal gravity value computed on the
 DP8281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8281.degrees latitude (g = 980.6199 gals.).
 DP8281
 DP8281.The modeled gravity was interpolated from observed gravity values.
 DP8281
 DP8281;                    North         East    Units  Estimated Accuracy
 DP8281;SPC WI C     -   156,171.8     744,033.0     MT  (+/- 3 meters HH1 GPS) 
 DP8281
 DP8281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0847108508(NAD 83)
 DP8281
 DP8281                          SUPERSEDED SURVEY CONTROL
 DP8281
 DP8281.No superseded survey control is available for this station.
 DP8281
 DP8281_MARKER: DD = SURVEY DISK
 DP8281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8281_STAMPING: 6X58 2012
 DP8281_MARK LOGO: WIDT
 DP8281_PROJECTION: FLUSH
 DP8281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8281+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 DP8281
 DP8281  HISTORY     - Date     Condition        Report By
 DP8281  HISTORY     - 2012     MONUMENTED       WIDT
 DP8281  HISTORY     - 20140930 GOOD             WIDT
 DP8281
 DP8281                          STATION DESCRIPTION
 DP8281
 DP8281'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8281'HE STATION IS APPROXIMATELY 14.2 MI (22.8 KM) SOUTH-SOUTHWEST OF
 DP8281'ATHELSTANE, 11.1 MI (17.9 KM) NORTHWEST OF POUND AND 7.8 MI (12.6 KM)
 DP8281'WEST OF CRIVITZ.
 DP8281'
 DP8281'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8281'HIGHWAY WEST ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DP8281'CRIVITZ, GO WEST ON COUNTY HIGHWAY WEST FOR 0.9 MI (1.4 KM) TO A RIGHT
 DP8281'CURVE IN THE HIGHWAY WITH SIXTH STREET ON THE LEFT.  CURVE RIGHT AND
 DP8281'CONTINUE NORTH ON COUNTY HIGHWAY WEST FOR 0.2 MI (0.3 KM) TO THE
 DP8281'STATION ON THE RIGHT.
 DP8281'
 DP8281'THE STATION IS 11.8 M (38.7 FT) EAST OF THE CENTERLINE COUNTY HIGHWAY
 DP8281'WEST, 63 M (206.7 FT) SOUTH OF THE CENTER OF SUNSET VALLEY ROAD, 45 M
 DP8281'(147.6 FT) NORTH OF A DRIVEWAY -N7212-, 31.8 M (104.3 FT) SOUTH OF A
 DP8281'UTILITY JUNCTION BOX -290850- AND 0.5 M (1.6 FT) WEST OF A WHITE
 DP8281'PLASTIC WITNESS POST.
 DP8281'
 DP8281'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8281'DEGREES ABOVE THE HORIZON EXCEPT FOR TWO TREES, APPROXIMATELY 25 M
 DP8281'(82.0 FT) NORTH OF THE STATION, WHICH EXTEND TO 35 DEGREES ABOVE THE
 DP8281'HORIZON.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8281'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8281'A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD
 DP8281'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8283 ***********************************************************************
 DP8283  DESIGNATION -  6X59
 DP8283  PID         -  DP8283
 DP8283  STATE/COUNTY-  WI/MARINETTE
 DP8283  COUNTRY     -  US
 DP8283  USGS QUAD   -  HIGH FALLS RESERVOIR (2018)
 DP8283
 DP8283                         *CURRENT SURVEY CONTROL
 DP8283  ______________________________________________________________________
 DP8283* NAD 83(1986) POSITION- 45 15 54.29   (N) 088 10 58.90   (W)   HD_HELD1
 DP8283* NAVD 88 ORTHO HEIGHT -   275.079 (meters)      902.49  (feet) ADJUSTED
 DP8283  ______________________________________________________________________
 DP8283  GEOID HEIGHT    -        -35.775 (meters)                     GEOID18
 DP8283  DYNAMIC HEIGHT  -        275.060 (meters)      902.43  (feet) COMP
 DP8283  MODELED GRAVITY -    980,540.7   (mgal)                       NAVD 88
 DP8283
 DP8283  VERT ORDER      -  SECOND    CLASS I
 DP8283
 DP8283.The horizontal coordinates were determined by differentially corrected
 DP8283.hand held GPS observations or other comparable positioning techniques
 DP8283.and have an estimated accuracy of +/- 3 meters.
 DP8283
 DP8283.The orthometric height was determined by differential leveling and
 DP8283.adjusted by the NATIONAL GEODETIC SURVEY
 DP8283.in February 2017.
 DP8283
 DP8283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8283.GEOID18 height accuracy estimate available here.
 DP8283
 DP8283.Click photographs - Photos may exist for this station.
 DP8283
 DP8283.The dynamic height is computed by dividing the NAVD 88
 DP8283.geopotential number by the normal gravity value computed on the
 DP8283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8283.degrees latitude (g = 980.6199 gals.).
 DP8283
 DP8283.The modeled gravity was interpolated from observed gravity values.
 DP8283
 DP8283;                    North         East    Units  Estimated Accuracy
 DP8283;SPC WI C     -   160,692.5     742,583.3     MT  (+/- 3 meters HH1 GPS) 
 DP8283
 DP8283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0719013078(NAD 83)
 DP8283
 DP8283                          SUPERSEDED SURVEY CONTROL
 DP8283
 DP8283.No superseded survey control is available for this station.
 DP8283
 DP8283_MARKER: DD = SURVEY DISK
 DP8283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8283_STAMPING: 6X59 2012
 DP8283_MARK LOGO: WIDT
 DP8283_PROJECTION: FLUSH
 DP8283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8283+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2014
 DP8283
 DP8283  HISTORY     - Date     Condition        Report By
 DP8283  HISTORY     - 2012     MONUMENTED       WIDT
 DP8283  HISTORY     - 20140926 GOOD             WIDT
 DP8283
 DP8283                          STATION DESCRIPTION
 DP8283
 DP8283'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8283'HE STATION IS APPROXIMATELY 13.9 MI (22.4 KM) NORTHWEST OF POUND, 11.7
 DP8283'MI (18.8 KM) SOUTHWEST OF ATHELSTANE AND 8.8 MI (14.2 KM)
 DP8283'WEST-NORTHWEST OF CRIVITZ.
 DP8283'
 DP8283'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8283'HIGHWAY WEST ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DP8283'CRIVITZ, GO WEST-NORTH-WEST ON COUNTY HIGHWAY WEST FOR APPROXIMATELY
 DP8283'3.4 MI (5.5 KM) TO THE JUNCTION OF COUNTY HIGHWAY WEST WITH PARKWAY
 DP8283'ROAD.  TURN RIGHT AND GO NORTH ON PARKWAY ROAD FOR 1.65 MI (2.7 KM) TO
 DP8283'THE STATION ON THE RIGHT.
 DP8283'
 DP8283'THE STATION IS 10.8 M (35.4 FT) EAST OF THE CENTERLINE OF PARKWAY
 DP8283'ROAD, 0.1 MI (0.2 KM) SOUTH OF JOHNSON FALLS ROAD, 24 M (78.7 FT)
 DP8283'NORTH OF THE CENTER OF A DIRT TRAIL WEST, 13.8 M (45.3 FT) NORTHEAST
 DP8283'OF A CAUTION SIGN -ATV CROSSING- FOR NORTHBOUND PARKWAY ROAD, 5 M
 DP8283'(16.4 FT) WEST OF THE CENTER OF A RECREATION TRAIL AND LOCATED IN THE
 DP8283'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8283'
 DP8283'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8283'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8283'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8283'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8283'LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8284 ***********************************************************************
 DP8284  DESIGNATION -  6X60
 DP8284  PID         -  DP8284
 DP8284  STATE/COUNTY-  WI/MARINETTE
 DP8284  COUNTRY     -  US
 DP8284  USGS QUAD   -  HIGH FALLS RESERVOIR (2018)
 DP8284
 DP8284                         *CURRENT SURVEY CONTROL
 DP8284  ______________________________________________________________________
 DP8284* NAD 83(1986) POSITION- 45 16 38.12   (N) 088 13 27.32   (W)   HD_HELD1
 DP8284* NAVD 88 ORTHO HEIGHT -   277.688 (meters)      911.05  (feet) ADJUSTED
 DP8284  ______________________________________________________________________
 DP8284  GEOID HEIGHT    -        -35.710 (meters)                     GEOID18
 DP8284  DYNAMIC HEIGHT  -        277.668 (meters)      910.98  (feet) COMP
 DP8284  MODELED GRAVITY -    980,537.5   (mgal)                       NAVD 88
 DP8284
 DP8284  VERT ORDER      -  SECOND    CLASS I
 DP8284
 DP8284.The horizontal coordinates were determined by differentially corrected
 DP8284.hand held GPS observations or other comparable positioning techniques
 DP8284.and have an estimated accuracy of +/- 3 meters.
 DP8284
 DP8284.The orthometric height was determined by differential leveling and
 DP8284.adjusted by the NATIONAL GEODETIC SURVEY
 DP8284.in February 2017.
 DP8284
 DP8284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8284.GEOID18 height accuracy estimate available here.
 DP8284
 DP8284.Click photographs - Photos may exist for this station.
 DP8284
 DP8284.The dynamic height is computed by dividing the NAVD 88
 DP8284.geopotential number by the normal gravity value computed on the
 DP8284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8284.degrees latitude (g = 980.6199 gals.).
 DP8284
 DP8284.The modeled gravity was interpolated from observed gravity values.
 DP8284
 DP8284;                    North         East    Units  Estimated Accuracy
 DP8284;SPC WI C     -   161,973.6     739,319.0     MT  (+/- 3 meters HH1 GPS) 
 DP8284
 DP8284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0397614479(NAD 83)
 DP8284
 DP8284                          SUPERSEDED SURVEY CONTROL
 DP8284
 DP8284.No superseded survey control is available for this station.
 DP8284
 DP8284_MARKER: DD = SURVEY DISK
 DP8284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8284_STAMPING: 6X60 2012
 DP8284_MARK LOGO: WIDT
 DP8284_PROJECTION: FLUSH
 DP8284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8284+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 DP8284
 DP8284  HISTORY     - Date     Condition        Report By
 DP8284  HISTORY     - 2012     MONUMENTED       WIDT
 DP8284  HISTORY     - 20140930 GOOD             WIDT
 DP8284
 DP8284                          STATION DESCRIPTION
 DP8284
 DP8284'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8284'HE STATION IS APPROXIMATELY 14.6 MI (23.5 KM) EAST OF LAKEWOOD, 11.9
 DP8284'MI (19.1 KM) SOUTHWEST OF ATHELSTANE AND 11.1 MI (17.9 KM)
 DP8284'WEST-NORTHWEST OF CRIVITZ.
 DP8284'
 DP8284'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DP8284'HIGHWAY WEST ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST OF THE VILLAGE OF
 DP8284'CRIVITZ, GO WEST-NORTH-WEST ON COUNTY HIGHWAY WEST FOR APPROXIMATELY
 DP8284'3.4 MI (5.5 KM) TO THE JUNCTION OF COUNTY HIGHWAY WEST WITH PARKWAY
 DP8284'ROAD.  TURN RIGHT AND GO NORTH ON PARKWAY ROAD FOR 1.75 MI (2.8 KM) TO
 DP8284'JOHNSON FALLS ROAD.  CURVE LEFT AND CONTINUE WEST ON PARKWAY ROAD FOR
 DP8284'1.7 MI (2.7 KM) TO A RIGHT CURVE IN THE ROAD WITH ORRS LANE ON THE
 DP8284'LEFT.  CURVE RIGHT AND CONTINUE NORTHWEST ON PARKWAY ROAD FOR 0.55 MI
 DP8284'(0.9 KM) TO THE STATION ON THE RIGHT.
 DP8284'
 DP8284'THE STATION IS 8.8 M (28.9 FT) NORTHEAST OF THE CENTERLINE OF PARKWAY
 DP8284'ROAD, 5.7 M (18.7 FT) NORTHWEST OF THE NORTHWEST END OF A LINE OF
 DP8284'SEVEN SMALL SQUARE CONCRETE GUARD POSTS INTENDED TO RESTRICT VEHICLE
 DP8284'ACCESS TO THE EAST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP8284'THREE WHITE PLASTIC WITNESS POSTS.
 DP8284'
 DP8284'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 40
 DP8284'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8284'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8284'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8284'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8286 ***********************************************************************
 DP8286  DESIGNATION -  6X61
 DP8286  PID         -  DP8286
 DP8286  STATE/COUNTY-  WI/MARINETTE
 DP8286  COUNTRY     -  US
 DP8286  USGS QUAD   -  HIGH FALLS RESERVOIR (2018)
 DP8286
 DP8286                         *CURRENT SURVEY CONTROL
 DP8286  ______________________________________________________________________
 DP8286* NAD 83(1986) POSITION- 45 18 04.27   (N) 088 12 46.77   (W)   HD_HELD1
 DP8286* NAVD 88 ORTHO HEIGHT -   284.755 (meters)      934.23  (feet) ADJUSTED
 DP8286  ______________________________________________________________________
 DP8286  GEOID HEIGHT    -        -35.664 (meters)                     GEOID18
 DP8286  DYNAMIC HEIGHT  -        284.735 (meters)      934.17  (feet) COMP
 DP8286  MODELED GRAVITY -    980,540.0   (mgal)                       NAVD 88
 DP8286
 DP8286  VERT ORDER      -  SECOND    CLASS I
 DP8286
 DP8286.The horizontal coordinates were determined by differentially corrected
 DP8286.hand held GPS observations or other comparable positioning techniques
 DP8286.and have an estimated accuracy of +/- 3 meters.
 DP8286
 DP8286.The orthometric height was determined by differential leveling and
 DP8286.adjusted by the NATIONAL GEODETIC SURVEY
 DP8286.in February 2017.
 DP8286
 DP8286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8286.GEOID18 height accuracy estimate available here.
 DP8286
 DP8286.Click photographs - Photos may exist for this station.
 DP8286
 DP8286.The dynamic height is computed by dividing the NAVD 88
 DP8286.geopotential number by the normal gravity value computed on the
 DP8286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8286.degrees latitude (g = 980.6199 gals.).
 DP8286
 DP8286.The modeled gravity was interpolated from observed gravity values.
 DP8286
 DP8286;                    North         East    Units  Estimated Accuracy
 DP8286;SPC WI C     -   164,651.9     740,144.0     MT  (+/- 3 meters HH1 GPS) 
 DP8286
 DP8286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0489917124(NAD 83)
 DP8286
 DP8286                          SUPERSEDED SURVEY CONTROL
 DP8286
 DP8286.No superseded survey control is available for this station.
 DP8286
 DP8286_MARKER: DD = SURVEY DISK
 DP8286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8286_STAMPING: 6X61 2012
 DP8286_MARK LOGO: WIDT
 DP8286_PROJECTION: FLUSH
 DP8286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8286+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 DP8286
 DP8286  HISTORY     - Date     Condition        Report By
 DP8286  HISTORY     - 2012     MONUMENTED       WIDT
 DP8286  HISTORY     - 20140930 GOOD             WIDT
 DP8286
 DP8286                          STATION DESCRIPTION
 DP8286
 DP8286'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8286'HE STATION IS APPROXIMATELY 15.1 MI (24.3 KM) EAST OF LAKEWOOD, 11.3
 DP8286'MI (18.2 KM) NORTHWEST OF CRIVITZ AND 10.2 MI (16.4 KM) SOUTHWEST OF
 DP8286'ATHELSTANE.
 DP8286'
 DP8286'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DP8286'HIGHWAY X ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF CRIVITZ, GO
 DP8286'WEST ON COUNTY HIGHWAY X FOR APPROXIMATELY 5.3 MI (8.5 KM) TO THE
 DP8286'JUNCTION OF COUNTY HIGHWAY X WITH PARKWAY ROAD.  TURN LEFT AND GO
 DP8286'SOUTHWEST ON PARKWAY ROAD FOR 1.05 MI (1.7 KM) TO HIGHLINE ROAD ON THE
 DP8286'RIGHT AND THE STATION ON THE RIGHT.
 DP8286'
 DP8286'THE STATION IS 9.8 M (32.2 FT) NORTH OF THE CENTERLINE OF PARKWAY
 DP8286'ROAD, 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF HIGHLINE ROAD, 25.6 M
 DP8286'(84.0 FT) NORTHEAST OF UTILITY POLE WITH A GUY WIRE -3318 35E3- AND
 DP8286'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8286'WITNESS POSTS.
 DP8286'
 DP8286'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 45
 DP8286'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8286'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8286'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8286'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8288 ***********************************************************************
 DP8288  DESIGNATION -  6X62
 DP8288  PID         -  DP8288
 DP8288  STATE/COUNTY-  WI/MARINETTE
 DP8288  COUNTRY     -  US
 DP8288  USGS QUAD   -  HIGH FALLS RESERVOIR (2018)
 DP8288
 DP8288                         *CURRENT SURVEY CONTROL
 DP8288  ______________________________________________________________________
 DP8288* NAD 83(1986) POSITION- 45 20 26.62   (N) 088 12 11.94   (W)   HD_HELD1
 DP8288* NAVD 88 ORTHO HEIGHT -   280.087 (meters)      918.92  (feet) ADJUSTED
 DP8288  ______________________________________________________________________
 DP8288  GEOID HEIGHT    -        -35.566 (meters)                     GEOID18
 DP8288  DYNAMIC HEIGHT  -        280.068 (meters)      918.86  (feet) COMP
 DP8288  MODELED GRAVITY -    980,543.4   (mgal)                       NAVD 88
 DP8288
 DP8288  VERT ORDER      -  SECOND    CLASS I
 DP8288
 DP8288.The horizontal coordinates were determined by differentially corrected
 DP8288.hand held GPS observations or other comparable positioning techniques
 DP8288.and have an estimated accuracy of +/- 3 meters.
 DP8288
 DP8288.The orthometric height was determined by differential leveling and
 DP8288.adjusted by the NATIONAL GEODETIC SURVEY
 DP8288.in February 2017.
 DP8288
 DP8288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8288.GEOID18 height accuracy estimate available here.
 DP8288
 DP8288.Click photographs - Photos may exist for this station.
 DP8288
 DP8288.The dynamic height is computed by dividing the NAVD 88
 DP8288.geopotential number by the normal gravity value computed on the
 DP8288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8288.degrees latitude (g = 980.6199 gals.).
 DP8288
 DP8288.The modeled gravity was interpolated from observed gravity values.
 DP8288
 DP8288;                    North         East    Units  Estimated Accuracy
 DP8288;SPC WI C     -   169,062.0     740,805.5     MT  (+/- 3 meters HH1 GPS) 
 DP8288
 DP8288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0572421506(NAD 83)
 DP8288
 DP8288                          SUPERSEDED SURVEY CONTROL
 DP8288
 DP8288.No superseded survey control is available for this station.
 DP8288
 DP8288_MARKER: DD = SURVEY DISK
 DP8288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8288_STAMPING: 6X62 2012
 DP8288_MARK LOGO: WIDT
 DP8288_PROJECTION: FLUSH
 DP8288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8288+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2014
 DP8288
 DP8288  HISTORY     - Date     Condition        Report By
 DP8288  HISTORY     - 2012     MONUMENTED       WIDT
 DP8288  HISTORY     - 20141001 GOOD             WIDT
 DP8288
 DP8288                          STATION DESCRIPTION
 DP8288
 DP8288'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8288'HE STATION IS APPROXIMATELY 12.4 MI (20.0 KM) WEST-SOUTHWEST OF
 DP8288'WAUSAUKEE, 7.8 MI (12.6 KM) SOUTHWEST OF ATHELSTANE AND 6.6 MI (10.6
 DP8288'KM) SOUTHEAST OF SILVER CLIFF.
 DP8288'
 DP8288'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DP8288'HIGHWAY X ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF CRIVITZ, GO
 DP8288'WEST ON COUNTY HIGHWAY X FOR APPROXIMATELY 5.3 MI (8.5 KM) TO THE
 DP8288'JUNCTION OF COUNTY HIGHWAY X WITH PARKWAY ROAD.  TURN RIGHT AND GO
 DP8288'NORTH ON PARKWAY ROAD FOR APPROXIMATELY 2.2 MI (3.5 KM) TO VETERAN
 DP8288'LAKE LANE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8288'
 DP8288'THE STATION IS 11.6 M (38.1 FT) EAST OF THE CENTERLINE OF PARKWAY
 DP8288'ROAD, 13.5 M (44.3 FT) SOUTH OF THE CENTERLINE OF VETERAN LAKE LANE,
 DP8288'21.8 M (71.5 FT) SOUTH OF THE WEST POST FOR A WOODEN SIGN -OLD
 DP8288'VETERANS LAKE CAMPGROUND- AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8288'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8288'
 DP8288'NOTE-THIS STATION IS OBSTRUCTED BE TREES EXTENDING HIGHER THAN 50
 DP8288'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8288'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8288'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8288'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8290 ***********************************************************************
 DP8290  DESIGNATION -  6X63
 DP8290  PID         -  DP8290
 DP8290  STATE/COUNTY-  WI/MARINETTE
 DP8290  COUNTRY     -  US
 DP8290  USGS QUAD   -  THUNDER MOUNTAIN (2018)
 DP8290
 DP8290                         *CURRENT SURVEY CONTROL
 DP8290  ______________________________________________________________________
 DP8290* NAD 83(1986) POSITION- 45 22 25.51   (N) 088 15 54.79   (W)   HD_HELD1
 DP8290* NAVD 88 ORTHO HEIGHT -   310.065 (meters)     1017.27  (feet) ADJUSTED
 DP8290  ______________________________________________________________________
 DP8290  GEOID HEIGHT    -        -35.396 (meters)                     GEOID18
 DP8290  DYNAMIC HEIGHT  -        310.044 (meters)     1017.20  (feet) COMP
 DP8290  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 DP8290
 DP8290  VERT ORDER      -  SECOND    CLASS I
 DP8290
 DP8290.The horizontal coordinates were determined by differentially corrected
 DP8290.hand held GPS observations or other comparable positioning techniques
 DP8290.and have an estimated accuracy of +/- 3 meters.
 DP8290
 DP8290.The orthometric height was determined by differential leveling and
 DP8290.adjusted by the NATIONAL GEODETIC SURVEY
 DP8290.in February 2017.
 DP8290
 DP8290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8290.GEOID18 height accuracy estimate available here.
 DP8290
 DP8290.Click photographs - Photos may exist for this station.
 DP8290
 DP8290.The dynamic height is computed by dividing the NAVD 88
 DP8290.geopotential number by the normal gravity value computed on the
 DP8290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8290.degrees latitude (g = 980.6199 gals.).
 DP8290
 DP8290.The modeled gravity was interpolated from observed gravity values.
 DP8290
 DP8290;                    North         East    Units  Estimated Accuracy
 DP8290;SPC WI C     -   172,625.9     735,876.5     MT  (+/- 3 meters HH1 GPS) 
 DP8290
 DP8290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0093125249(NAD 83)
 DP8290
 DP8290                          SUPERSEDED SURVEY CONTROL
 DP8290
 DP8290.No superseded survey control is available for this station.
 DP8290
 DP8290_MARKER: DD = SURVEY DISK
 DP8290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8290_STAMPING: 6X63 2012
 DP8290_MARK LOGO: WIDT
 DP8290_PROJECTION: FLUSH
 DP8290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8290+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2014
 DP8290
 DP8290  HISTORY     - Date     Condition        Report By
 DP8290  HISTORY     - 2012     MONUMENTED       WIDT
 DP8290  HISTORY     - 20141002 GOOD             WIDT
 DP8290
 DP8290                          STATION DESCRIPTION
 DP8290
 DP8290'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8290'HE STATION IS APPROXIMATELY 15.9 MI (25.6 KM) NORTHWEST OF CRIVITZ,
 DP8290'8.9 MI (14.3 KM) SOUTHWEST OF ATHELSTANE AND 2.9 MI (4.7 KM) SOUTHEAST
 DP8290'OF SILVER CLIFF.
 DP8290'
 DP8290'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DP8290'HIGHWAY X ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF CRIVITZ, GO
 DP8290'WEST ON COUNTY HIGHWAY X FOR APPROXIMATELY 5.3 MI (8.5 KM) TO THE
 DP8290'JUNCTION OF COUNTY HIGHWAY X WITH PARKWAY ROAD.  TURN RIGHT AND GO
 DP8290'WINDING NORTH ON PARKWAY ROAD FOR 6.0 MI (9.7 KM) TO BOAT LANDING 10
 DP8290'ROAD ON THE LEFT.  CONTINUE WEST CURVING NORTH ON PARKWAY ROAD FOR 0.6
 DP8290'MI (1.0 KM) TO A WOODS ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8290'THE STATION IS 8.2 M (26.9 FT) EAST OF THE CENTERLINE OF PARKWAY ROAD,
 DP8290'22.0 M (72.2 FT) NORTHEAST OF A UTILITY JUNCTION BOX -059951-, 19.0 M
 DP8290'(62.3 FT) NORTH-NORTHWEST OF A UTILITY JUNCTION BOX -059950-, 18.5 M
 DP8290'(60.7 FT) EAST-SOUTHEAST OF A -MEMORIAL FOREST- SIGN, 6.5 M (21.3 FT)
 DP8290'NORTH OF THE CENTER OF A WOODS ROAD AND LOCATED IN THE CENTER OF A
 DP8290'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8290'
 DP8290'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 50
 DP8290'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8290'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8290'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8290'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2447 ***********************************************************************
 DQ2447  DESIGNATION -  6Y01
 DQ2447  PID         -  DQ2447
 DQ2447  STATE/COUNTY-  WI/MARINETTE
 DQ2447  COUNTRY     -  US
 DQ2447  USGS QUAD   -  PORTERFIELD SW (2018)
 DQ2447
 DQ2447                         *CURRENT SURVEY CONTROL
 DQ2447  ______________________________________________________________________
 DQ2447* NAD 83(1986) POSITION- 45 04 58.00   (N) 087 52 51.12   (W)   HD_HELD1
 DQ2447* NAVD 88 ORTHO HEIGHT -   219.968 (meters)      721.68  (feet) ADJUSTED
 DQ2447  ______________________________________________________________________
 DQ2447  GEOID HEIGHT    -        -36.482 (meters)                     GEOID18
 DQ2447  DYNAMIC HEIGHT  -        219.950 (meters)      721.62  (feet) COMP
 DQ2447  MODELED GRAVITY -    980,531.6   (mgal)                       NAVD 88
 DQ2447
 DQ2447  VERT ORDER      -  SECOND    CLASS I
 DQ2447
 DQ2447.The horizontal coordinates were determined by differentially corrected
 DQ2447.hand held GPS observations or other comparable positioning techniques
 DQ2447.and have an estimated accuracy of +/- 3 meters.
 DQ2447
 DQ2447.The orthometric height was determined by differential leveling and
 DQ2447.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2447.in February 2017.
 DQ2447
 DQ2447.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2447.GEOID18 height accuracy estimate available here.
 DQ2447
 DQ2447.Click photographs - Photos may exist for this station.
 DQ2447
 DQ2447.The dynamic height is computed by dividing the NAVD 88
 DQ2447.geopotential number by the normal gravity value computed on the
 DQ2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2447.degrees latitude (g = 980.6199 gals.).
 DQ2447
 DQ2447.The modeled gravity was interpolated from observed gravity values.
 DQ2447
 DQ2447;                    North         East    Units  Estimated Accuracy
 DQ2447;SPC WI C     -   141,014.7     766,818.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2447
 DQ2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3067492523(NAD 83)
 DQ2447
 DQ2447                          SUPERSEDED SURVEY CONTROL
 DQ2447
 DQ2447.No superseded survey control is available for this station.
 DQ2447
 DQ2447_MARKER: DD = SURVEY DISK
 DQ2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2447_STAMPING: 6Y01 2012
 DQ2447_MARK LOGO: WIDT
 DQ2447_PROJECTION: FLUSH
 DQ2447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2447+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2015
 DQ2447
 DQ2447  HISTORY     - Date     Condition        Report By
 DQ2447  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2447  HISTORY     - 20150818 GOOD             WIDT
 DQ2447
 DQ2447                          STATION DESCRIPTION
 DQ2447
 DQ2447'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2447'THE STATION IS 12 MI (19.3 KM) WEST OF MARINETTE, 7.5 MI (12.1 KM)
 DQ2447'EAST-NORTHEAST OF COLEMAN AND 6.5 MI (10.5 KM) WEST-NORTHWEST OF
 DQ2447'PESHTIGO.
 DQ2447'
 DQ2447'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DQ2447'HIGHWAY W, ABOUT 7.5 MI (12.1 KM) NORTHWEST OF THE CITY OF PESHTIGO,
 DQ2447'GO SOUTH ON COUNTY HIGHWAY W FOR 1.5 MI (2.4 KM) TO LITTLE RIVER ROAD
 DQ2447'ON THE RIGHT AND LOUCKS ROAD ON THE LEFT.  CONTINUE SOUTH ON COUNTY
 DQ2447'HIGHWAY W FOR 0.2 MI (0.3 KM) TO STATION ON THE LEFT.
 DQ2447'
 DQ2447'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2447'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2447'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2447'STATION IS 11.2 M (36.7 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DQ2447'W, 73.2 M (240.2 FT) SOUTH OF A POWER POLE -3022 7L8- AND LOCATED IN
 DQ2447'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2447'
 DQ2447'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2447'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2445 ***********************************************************************
 DQ2445  DESIGNATION -  6Y02
 DQ2445  PID         -  DQ2445
 DQ2445  STATE/COUNTY-  WI/MARINETTE
 DQ2445  COUNTRY     -  US
 DQ2445  USGS QUAD   -  LOOMIS (2018)
 DQ2445
 DQ2445                         *CURRENT SURVEY CONTROL
 DQ2445  ______________________________________________________________________
 DQ2445* NAD 83(1986) POSITION- 45 07 30.35   (N) 087 53 56.69   (W)   HD_HELD1
 DQ2445* NAVD 88 ORTHO HEIGHT -   194.216 (meters)      637.19  (feet) ADJUSTED
 DQ2445  ______________________________________________________________________
 DQ2445  GEOID HEIGHT    -        -36.424 (meters)                     GEOID18
 DQ2445  DYNAMIC HEIGHT  -        194.202 (meters)      637.14  (feet) COMP
 DQ2445  MODELED GRAVITY -    980,538.3   (mgal)                       NAVD 88
 DQ2445
 DQ2445  VERT ORDER      -  SECOND    CLASS I
 DQ2445
 DQ2445.The horizontal coordinates were determined by differentially corrected
 DQ2445.hand held GPS observations or other comparable positioning techniques
 DQ2445.and have an estimated accuracy of +/- 3 meters.
 DQ2445
 DQ2445.The orthometric height was determined by differential leveling and
 DQ2445.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2445.in February 2017.
 DQ2445
 DQ2445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2445.GEOID18 height accuracy estimate available here.
 DQ2445
 DQ2445.Click photographs - Photos may exist for this station.
 DQ2445
 DQ2445.The dynamic height is computed by dividing the NAVD 88
 DQ2445.geopotential number by the normal gravity value computed on the
 DQ2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2445.degrees latitude (g = 980.6199 gals.).
 DQ2445
 DQ2445.The modeled gravity was interpolated from observed gravity values.
 DQ2445
 DQ2445;                    North         East    Units  Estimated Accuracy
 DQ2445;SPC WI C     -   145,678.8     765,263.3     MT  (+/- 3 meters HH1 GPS) 
 DQ2445
 DQ2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2929397240(NAD 83)
 DQ2445
 DQ2445                          SUPERSEDED SURVEY CONTROL
 DQ2445
 DQ2445.No superseded survey control is available for this station.
 DQ2445
 DQ2445_MARKER: DD = SURVEY DISK
 DQ2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2445_STAMPING: 6Y02 2012
 DQ2445_MARK LOGO: WIDT
 DQ2445_PROJECTION: FLUSH
 DQ2445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2445+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2015
 DQ2445
 DQ2445  HISTORY     - Date     Condition        Report By
 DQ2445  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2445  HISTORY     - 20150818 GOOD             WIDT
 DQ2445
 DQ2445                          STATION DESCRIPTION
 DQ2445
 DQ2445'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2445'THE STATION IS 13 MI (20.9 KM) WEST-NORTHWEST OF MARINETTE, 9 MI (14.5
 DQ2445'KM) SOUTHEAST OF CRIVITZ, AND 7.5 MI (12.1 KM) NORTHEAST OF COLEMAN.
 DQ2445'
 DQ2445'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY W WITH COUNTY
 DQ2445'HIGHWAY P, ABOUT 8 MI (12.9 KM) NORTH OF THE CITY OF COLEMAN, GO SOUTH
 DQ2445'ON COUNTY HIGHWAY W FOR 0.5 MI (0.8 KM) TO WILLOW LANE ON THE LEFT,
 DQ2445'CONTINUE SOUTHEAST ON COUNTY HIGHWAY W FOR 0.35 MI (0.6 KM) TO THE
 DQ2445'STATION ON THE LEFT.
 DQ2445'
 DQ2445'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2445'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2445'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2445'ROAD GRADE.  THE STATION IS 13.6 M (44.6 FT) NORTHEAST OF THE
 DQ2445'CENTERLINE OF COUNTY HIGHWAY W, 36.9 M (121.1 FT) NORTH OF A POWER
 DQ2445'POLE -3121 28L6-, 15 M (49.2 FT) NORTHWEST OF THE CENTER OF A FIELD
 DQ2445'ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DQ2445'WHITE PLASTIC WITNESS POSTS.
 DQ2445'
 DQ2445'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2445'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST EXTENDING TO 25
 DQ2445'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2443 ***********************************************************************
 DQ2443  DESIGNATION -  6Y03
 DQ2443  PID         -  DQ2443
 DQ2443  STATE/COUNTY-  WI/MARINETTE
 DQ2443  COUNTRY     -  US
 DQ2443  USGS QUAD   -  LOOMIS (2018)
 DQ2443
 DQ2443                         *CURRENT SURVEY CONTROL
 DQ2443  ______________________________________________________________________
 DQ2443* NAD 83(1986) POSITION- 45 10 48.44   (N) 087 55 01.82   (W)   HD_HELD1
 DQ2443* NAVD 88 ORTHO HEIGHT -   209.396 (meters)      686.99  (feet) ADJUSTED
 DQ2443  ______________________________________________________________________
 DQ2443  GEOID HEIGHT    -        -36.314 (meters)                     GEOID18
 DQ2443  DYNAMIC HEIGHT  -        209.382 (meters)      686.95  (feet) COMP
 DQ2443  MODELED GRAVITY -    980,543.7   (mgal)                       NAVD 88
 DQ2443
 DQ2443  VERT ORDER      -  SECOND    CLASS I
 DQ2443
 DQ2443.The horizontal coordinates were determined by differentially corrected
 DQ2443.hand held GPS observations or other comparable positioning techniques
 DQ2443.and have an estimated accuracy of +/- 3 meters.
 DQ2443
 DQ2443.The orthometric height was determined by differential leveling and
 DQ2443.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2443.in February 2017.
 DQ2443
 DQ2443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2443.GEOID18 height accuracy estimate available here.
 DQ2443
 DQ2443.Click photographs - Photos may exist for this station.
 DQ2443
 DQ2443.The dynamic height is computed by dividing the NAVD 88
 DQ2443.geopotential number by the normal gravity value computed on the
 DQ2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2443.degrees latitude (g = 980.6199 gals.).
 DQ2443
 DQ2443.The modeled gravity was interpolated from observed gravity values.
 DQ2443
 DQ2443;                    North         East    Units  Estimated Accuracy
 DQ2443;SPC WI C     -   151,755.0     763,683.7     MT  (+/- 3 meters HH1 GPS) 
 DQ2443
 DQ2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2793903369(NAD 83)
 DQ2443
 DQ2443                          SUPERSEDED SURVEY CONTROL
 DQ2443
 DQ2443.No superseded survey control is available for this station.
 DQ2443
 DQ2443_MARKER: DD = SURVEY DISK
 DQ2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2443_STAMPING: 6Y03 2012
 DQ2443_MARK LOGO: WIDT
 DQ2443_PROJECTION: FLUSH
 DQ2443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2443+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2015
 DQ2443
 DQ2443  HISTORY     - Date     Condition        Report By
 DQ2443  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2443  HISTORY     - 20150813 GOOD             WIDT
 DQ2443
 DQ2443                          STATION DESCRIPTION
 DQ2443
 DQ2443'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2443'THE STATION IS 15 MI (24.1 KM) NORTHWEST OF MARINETTE, 10 MI (16.1 KM)
 DQ2443'NORTHEAST OF COLEMAN, AND 6 MI (9.7 KM) SOUTHEAST OF CRIVITZ.
 DQ2443'
 DQ2443'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DQ2443'HIGHWAY W, ABOUT 4 MI (6.4 KM) SOUTHEAST OF THE CITY OF CRIVITZ, GO
 DQ2443'SOUTH ON COUNTY HIGHWAY W FOR 1.8 MI (2.9 KM) TO RIVERVIEW ROAD ON THE
 DQ2443'RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY W FOR 0.5 MI (0.8 KM) TO THE
 DQ2443'STATION ON THE LEFT.
 DQ2443'
 DQ2443'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2443'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2443'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2443'STATION IS 7.8 M (25.6 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY W,
 DQ2443'41.0 M (134.5 FT) NORTHEAST OF A POWER POLE -3121 8W15-, 15 M (49.2
 DQ2443'FT) SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY -N6099-, AND LOCATED
 DQ2443'BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DQ2443'
 DQ2443'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2443'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2442 ***********************************************************************
 DQ2442  DESIGNATION -  6Y04
 DQ2442  PID         -  DQ2442
 DQ2442  STATE/COUNTY-  WI/MARINETTE
 DQ2442  COUNTRY     -  US
 DQ2442  USGS QUAD   -  LOOMIS (2018)
 DQ2442
 DQ2442                         *CURRENT SURVEY CONTROL
 DQ2442  ______________________________________________________________________
 DQ2442* NAD 83(1986) POSITION- 45 12 25.65   (N) 087 55 22.74   (W)   HD_HELD1
 DQ2442* NAVD 88 ORTHO HEIGHT -   209.940 (meters)      688.78  (feet) ADJUSTED
 DQ2442  ______________________________________________________________________
 DQ2442  GEOID HEIGHT    -        -36.269 (meters)                     GEOID18
 DQ2442  DYNAMIC HEIGHT  -        209.926 (meters)      688.73  (feet) COMP
 DQ2442  MODELED GRAVITY -    980,544.3   (mgal)                       NAVD 88
 DQ2442
 DQ2442  VERT ORDER      -  SECOND    CLASS I
 DQ2442
 DQ2442.The horizontal coordinates were determined by differentially corrected
 DQ2442.hand held GPS observations or other comparable positioning techniques
 DQ2442.and have an estimated accuracy of +/- 3 meters.
 DQ2442
 DQ2442.The orthometric height was determined by differential leveling and
 DQ2442.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2442.in February 2017.
 DQ2442
 DQ2442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2442.GEOID18 height accuracy estimate available here.
 DQ2442
 DQ2442.Click photographs - Photos may exist for this station.
 DQ2442
 DQ2442.The dynamic height is computed by dividing the NAVD 88
 DQ2442.geopotential number by the normal gravity value computed on the
 DQ2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2442.degrees latitude (g = 980.6199 gals.).
 DQ2442
 DQ2442.The modeled gravity was interpolated from observed gravity values.
 DQ2442
 DQ2442;                    North         East    Units  Estimated Accuracy
 DQ2442;SPC WI C     -   154,743.2     763,150.3     MT  (+/- 3 meters HH1 GPS) 
 DQ2442
 DQ2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2751706374(NAD 83)
 DQ2442
 DQ2442                          SUPERSEDED SURVEY CONTROL
 DQ2442
 DQ2442.No superseded survey control is available for this station.
 DQ2442
 DQ2442_MARKER: DD = SURVEY DISK
 DQ2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2442_STAMPING: 6Y04 2012
 DQ2442_MARK LOGO: WIDT
 DQ2442_PROJECTION: FLUSH
 DQ2442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2442+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2015
 DQ2442
 DQ2442  HISTORY     - Date     Condition        Report By
 DQ2442  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2442  HISTORY     - 20150813 GOOD             WIDT
 DQ2442
 DQ2442                          STATION DESCRIPTION
 DQ2442
 DQ2442'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2442'THE STATION IS 16 MI (25.7 KM) NORTHWEST OF MARINETTE, 11 MI (17.7 KM)
 DQ2442'NORTH-NORTHEAST OF COLEMAN, AND 4 MI (6.4 KM) SOUTHEAST OF CRIVITZ.
 DQ2442'
 DQ2442'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G WITH COUNTY
 DQ2442'HIGHWAY W, ABOUT 4 MI (6.4 KM) SOUTHEAST OF THE CITY OF CRIVITZ, GO
 DQ2442'SOUTHEAST ON COUNTY HIGHWAY W FOR 0.3 MI (0.5 KM) TO THE STATION ON
 DQ2442'THE LEFT.
 DQ2442'
 DQ2442'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2442'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2442'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2442'STATION IS 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY W,
 DQ2442'18.5 M (60.7 FT) SOUTH OF A -LEFT CURVE 45MPH- SIGN, 8.2 M (26.9 FT)
 DQ2442'SOUTH OF A FIELD ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE
 DQ2442'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2442'
 DQ2442'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2442'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2441 ***********************************************************************
 DQ2441  DESIGNATION -  6Y05
 DQ2441  PID         -  DQ2441
 DQ2441  STATE/COUNTY-  WI/MARINETTE
 DQ2441  COUNTRY     -  US
 DQ2441  USGS QUAD   -  LOOMIS (2018)
 DQ2441
 DQ2441                         *CURRENT SURVEY CONTROL
 DQ2441  ______________________________________________________________________
 DQ2441* NAD 83(1986) POSITION- 45 13 04.7    (N) 087 56 35.8    (W)   HD_HELD2
 DQ2441* NAVD 88 ORTHO HEIGHT -   223.818 (meters)      734.31  (feet) ADJUSTED
 DQ2441  ______________________________________________________________________
 DQ2441  GEOID HEIGHT    -        -36.216 (meters)                     GEOID18
 DQ2441  DYNAMIC HEIGHT  -        223.803 (meters)      734.26  (feet) COMP
 DQ2441  MODELED GRAVITY -    980,546.6   (mgal)                       NAVD 88
 DQ2441
 DQ2441  VERT ORDER      -  SECOND    CLASS I
 DQ2441
 DQ2441.The horizontal coordinates were established by autonomous hand held GPS
 DQ2441.observations and have an estimated accuracy of +/- 10 meters.
 DQ2441
 DQ2441.The orthometric height was determined by differential leveling and
 DQ2441.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2441.in February 2017.
 DQ2441
 DQ2441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2441.GEOID18 height accuracy estimate available here.
 DQ2441
 DQ2441.Click photographs - Photos may exist for this station.
 DQ2441
 DQ2441.The dynamic height is computed by dividing the NAVD 88
 DQ2441.geopotential number by the normal gravity value computed on the
 DQ2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2441.degrees latitude (g = 980.6199 gals.).
 DQ2441
 DQ2441.The modeled gravity was interpolated from observed gravity values.
 DQ2441
 DQ2441;                    North         East    Units  Estimated Accuracy
 DQ2441;SPC WI C     -   155,908.      761,526.      MT  (+/- 10 meters HH2 GPS)
 DQ2441
 DQ2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2593707597(NAD 83)
 DQ2441
 DQ2441                          SUPERSEDED SURVEY CONTROL
 DQ2441
 DQ2441.No superseded survey control is available for this station.
 DQ2441
 DQ2441_MARKER: DD = SURVEY DISK
 DQ2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2441_STAMPING: 6Y05 2012
 DQ2441_MARK LOGO: WIDT
 DQ2441_PROJECTION: FLUSH
 DQ2441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2441+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2015
 DQ2441
 DQ2441  HISTORY     - Date     Condition        Report By
 DQ2441  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2441  HISTORY     - 20150812 GOOD             WIDT
 DQ2441
 DQ2441                          STATION DESCRIPTION
 DQ2441
 DQ2441'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2441'THE STATION IS 17 MI (27.4 KM) NORTHWEST OF MARINETTE, 11 MI (17.7 KM)
 DQ2441'SOUTH OF WAUSAUKEE, AND 3 MI (4.8 KM) EAST-SOUTHEAST OF CRIVITZ.
 DQ2441'
 DQ2441'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY GG WITH
 DQ2441'COUNTY HIGHWAY W, ABOUT 2.5 MI (4.0 KM) EAST OF THE CITY OF CRIVITZ,
 DQ2441'GO SOUTHEAST ON COUNTY HIGHWAY W FOR 1.05 MI (1.7 KM) TO THE STATION
 DQ2441'ON THE LEFT.
 DQ2441'
 DQ2441'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2441'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2441'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2441'STATION IS 10.5 M (34.4 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DQ2441'HIGHWAY W, 0.05 MI (0.1 KM) NORTHWEST OF ST PAUL ROAD, 33.5 M (109.9
 DQ2441'FT) SOUTHEAST OF A POWER POLE -3320 25E10-, 7 M (23.0 FT) SOUTHEAST OF
 DQ2441'THE CENTER OF A FIELD ENTRANCE, AND LOCATED IN THE CENTER OF A
 DQ2441'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2441'
 DQ2441'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2441'DEGREES ABOVE THE HORIZON EXCEPT FOR SMALL POWER LINES OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2483 ***********************************************************************
 DQ2483  DESIGNATION -  6Y11
 DQ2483  PID         -  DQ2483
 DQ2483  STATE/COUNTY-  WI/OCONTO
 DQ2483  COUNTRY     -  US
 DQ2483  USGS QUAD   -  OCONTO EAST (2018)
 DQ2483
 DQ2483                         *CURRENT SURVEY CONTROL
 DQ2483  ______________________________________________________________________
 DQ2483* NAD 83(1986) POSITION- 44 58 02.3    (N) 087 52 16.4    (W)   HD_HELD2
 DQ2483* NAVD 88 ORTHO HEIGHT -   193.959 (meters)      636.35  (feet) ADJUSTED
 DQ2483  ______________________________________________________________________
 DQ2483  GEOID HEIGHT    -        -36.544 (meters)                     GEOID18
 DQ2483  DYNAMIC HEIGHT  -        193.943 (meters)      636.29  (feet) COMP
 DQ2483  MODELED GRAVITY -    980,526.5   (mgal)                       NAVD 88
 DQ2483
 DQ2483  VERT ORDER      -  SECOND    CLASS I
 DQ2483
 DQ2483.The horizontal coordinates were established by autonomous hand held GPS
 DQ2483.observations and have an estimated accuracy of +/- 10 meters.
 DQ2483
 DQ2483.The orthometric height was determined by differential leveling and
 DQ2483.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2483.in February 2017.
 DQ2483
 DQ2483.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2483.GEOID18 height accuracy estimate available here.
 DQ2483
 DQ2483.Click photographs - Photos may exist for this station.
 DQ2483
 DQ2483.The dynamic height is computed by dividing the NAVD 88
 DQ2483.geopotential number by the normal gravity value computed on the
 DQ2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2483.degrees latitude (g = 980.6199 gals.).
 DQ2483
 DQ2483.The modeled gravity was interpolated from observed gravity values.
 DQ2483
 DQ2483;                    North         East    Units  Estimated Accuracy
 DQ2483;SPC WI C     -   128,207.      767,914.      MT  (+/- 10 meters HH2 GPS)
 DQ2483
 DQ2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3129579687(NAD 83)
 DQ2483
 DQ2483                          SUPERSEDED SURVEY CONTROL
 DQ2483
 DQ2483.No superseded survey control is available for this station.
 DQ2483
 DQ2483_MARKER: DD = SURVEY DISK
 DQ2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2483_STAMPING: 6Y11 2007
 DQ2483_MARK LOGO: WIDT
 DQ2483_PROJECTION: FLUSH
 DQ2483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2483+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2015
 DQ2483
 DQ2483  HISTORY     - Date     Condition        Report By
 DQ2483  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2483  HISTORY     - 20150812 GOOD             WIDT
 DQ2483
 DQ2483                          STATION DESCRIPTION
 DQ2483
 DQ2483'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2483'THE STATION IS 9 MI (14.5 KM) EAST OF LENA, 8 MI (12.9 KM) SOUTHWEST
 DQ2483'OF PESHTIGO, AND 5 MI (8.0 KM) NORTH OF OCONTO.
 DQ2483'
 DQ2483'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DQ2483'HIGHWAY A EAST, ABOUT 3.5 MI (5.6 KM) NORTH OF THE CITY OF OCONTO, GO
 DQ2483'NORTH ON US HIGHWAY 41 FOR 1.4 MI (2.3 KM) TO WOODVIEW ROAD ON THE
 DQ2483'RIGHT.  CONTINUE NORTH ON US HIGHWAY 41 FOR 0.4 MI (0.6 KM) TO THE
 DQ2483'STATION ON THE RIGHT.
 DQ2483'
 DQ2483'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2483'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2483'INCHES) DIAMETER CONCRETE POST, ABOUT 0.8 M (2.6 FT) LOWER THAN THE
 DQ2483'ROAD GRADE.  THE STATION IS 18.0 M (59.1 FT) EAST OF THE CENTERLINE OF
 DQ2483'NORTHBOUND US HIGHWAY 41, 9.9 M (32.5 FT) WEST-NORTHWEST OF A FIBER
 DQ2483'OPTIC MARKER POST, 9.7 M (31.8 FT) WEST OF A RIGHT-OF-WAY FENCE, AND
 DQ2483'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ2483'WITNESS POSTS.
 DQ2483'
 DQ2483'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2483'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2485 ***********************************************************************
 DQ2485  DESIGNATION -  6Y12
 DQ2485  PID         -  DQ2485
 DQ2485  STATE/COUNTY-  WI/MARINETTE
 DQ2485  COUNTRY     -  US
 DQ2485  USGS QUAD   -  HARMONY (2018)
 DQ2485
 DQ2485                         *CURRENT SURVEY CONTROL
 DQ2485  ______________________________________________________________________
 DQ2485* NAD 83(1986) POSITION- 45 00 32.81   (N) 087 50 45.42   (W)   HD_HELD1
 DQ2485* NAVD 88 ORTHO HEIGHT -   195.983 (meters)      642.99  (feet) ADJUSTED
 DQ2485  ______________________________________________________________________
 DQ2485  GEOID HEIGHT    -        -36.558 (meters)                     GEOID18
 DQ2485  DYNAMIC HEIGHT  -        195.966 (meters)      642.93  (feet) COMP
 DQ2485  MODELED GRAVITY -    980,527.2   (mgal)                       NAVD 88
 DQ2485
 DQ2485  VERT ORDER      -  SECOND    CLASS I
 DQ2485
 DQ2485.The horizontal coordinates were determined by differentially corrected
 DQ2485.hand held GPS observations or other comparable positioning techniques
 DQ2485.and have an estimated accuracy of +/- 3 meters.
 DQ2485
 DQ2485.The orthometric height was determined by differential leveling and
 DQ2485.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2485.in February 2017.
 DQ2485
 DQ2485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2485.GEOID18 height accuracy estimate available here.
 DQ2485
 DQ2485.Click photographs - Photos may exist for this station.
 DQ2485
 DQ2485.The dynamic height is computed by dividing the NAVD 88
 DQ2485.geopotential number by the normal gravity value computed on the
 DQ2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2485.degrees latitude (g = 980.6199 gals.).
 DQ2485
 DQ2485.The modeled gravity was interpolated from observed gravity values.
 DQ2485
 DQ2485;                    North         East    Units  Estimated Accuracy
 DQ2485;SPC WI C     -   132,903.9     769,783.6     MT  (+/- 3 meters HH1 GPS) 
 DQ2485
 DQ2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3333684310(NAD 83)
 DQ2485
 DQ2485                          SUPERSEDED SURVEY CONTROL
 DQ2485
 DQ2485.No superseded survey control is available for this station.
 DQ2485
 DQ2485_MARKER: DD = SURVEY DISK
 DQ2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2485_STAMPING: 6Y12 2007
 DQ2485_MARK LOGO: WIDT
 DQ2485_PROJECTION: FLUSH
 DQ2485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2485+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2015
 DQ2485
 DQ2485  HISTORY     - Date     Condition        Report By
 DQ2485  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2485  HISTORY     - 20150813 GOOD             WIDT
 DQ2485
 DQ2485                          STATION DESCRIPTION
 DQ2485
 DQ2485'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2485'THE STATION IS 10 MI (16.1 KM) EAST-SOUTHEAST OF COLEMAN, 8 MI (12.9
 DQ2485'KM) NORTH OF OCONTO, AND 6 MI (9.7 KM) SOUTHWEST OF PESHTIGO.
 DQ2485'
 DQ2485'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DQ2485'HIGHWAY W, ABOUT 7 MI (11.3 KM) NORTH OF THE CITY OF OCONTO, GO NORTH
 DQ2485'ON US HIGHWAY 41 FOR 1.45 MI (2.3 KM) TO A MEDIAN CROSS-OVER FOR A
 DQ2485'FIELD ACCESS ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DQ2485'
 DQ2485'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2485'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2485'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2485'STATION IS 24.0 M (78.7 FT) NORTHWEST OF THE CENTERLINE OF SOUTHBOUND
 DQ2485'US HIGHWAY 41, 9 M (29.5 FT) SOUTHWEST OF THE CENTER OF A FIELD ACCESS
 DQ2485'DRIVEWAY, 3.2 M (10.5 FT) SOUTHEAST OF A YELLOW PLASTIC RIGHT-OF-WAY
 DQ2485'POST, 2.1 M (6.9 FT) EAST OF A RIGHT-OF-WAY FENCE, AND LOCATED IN THE
 DQ2485'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2485'
 DQ2485'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2485'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2486 ***********************************************************************
 DQ2486  DESIGNATION -  6Y13
 DQ2486  PID         -  DQ2486
 DQ2486  STATE/COUNTY-  WI/MARINETTE
 DQ2486  COUNTRY     -  US
 DQ2486  USGS QUAD   -  HARMONY (2018)
 DQ2486
 DQ2486                         *CURRENT SURVEY CONTROL
 DQ2486  ______________________________________________________________________
 DQ2486* NAD 83(1986) POSITION- 45 02 02.20   (N) 087 49 34.58   (W)   HD_HELD1
 DQ2486* NAVD 88 ORTHO HEIGHT -   192.753 (meters)      632.39  (feet) ADJUSTED
 DQ2486  ______________________________________________________________________
 DQ2486  GEOID HEIGHT    -        -36.581 (meters)                     GEOID18
 DQ2486  DYNAMIC HEIGHT  -        192.737 (meters)      632.34  (feet) COMP
 DQ2486  MODELED GRAVITY -    980,528.4   (mgal)                       NAVD 88
 DQ2486
 DQ2486  VERT ORDER      -  SECOND    CLASS I
 DQ2486
 DQ2486.The horizontal coordinates were determined by differentially corrected
 DQ2486.hand held GPS observations or other comparable positioning techniques
 DQ2486.and have an estimated accuracy of +/- 3 meters.
 DQ2486
 DQ2486.The orthometric height was determined by differential leveling and
 DQ2486.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2486.in February 2017.
 DQ2486
 DQ2486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2486.GEOID18 height accuracy estimate available here.
 DQ2486
 DQ2486.Click photographs - Photos may exist for this station.
 DQ2486
 DQ2486.The dynamic height is computed by dividing the NAVD 88
 DQ2486.geopotential number by the normal gravity value computed on the
 DQ2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2486.degrees latitude (g = 980.6199 gals.).
 DQ2486
 DQ2486.The modeled gravity was interpolated from observed gravity values.
 DQ2486
 DQ2486;                    North         East    Units  Estimated Accuracy
 DQ2486;SPC WI C     -   135,703.6     771,260.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2486
 DQ2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3491587053(NAD 83)
 DQ2486
 DQ2486                          SUPERSEDED SURVEY CONTROL
 DQ2486
 DQ2486.No superseded survey control is available for this station.
 DQ2486
 DQ2486_MARKER: DD = SURVEY DISK
 DQ2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2486_STAMPING: 6Y13 2007
 DQ2486_MARK LOGO: WIDT
 DQ2486_PROJECTION: FLUSH
 DQ2486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2486+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2015
 DQ2486
 DQ2486  HISTORY     - Date     Condition        Report By
 DQ2486  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2486  HISTORY     - 20150813 GOOD             WIDT
 DQ2486
 DQ2486                          STATION DESCRIPTION
 DQ2486
 DQ2486'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2486'THE STATION IS 10 MI (16.1 KM) SOUTHEAST OF COLEMAN, 10 MI (16.1 KM)
 DQ2486'NORTH OF OCONTO, AND 4 MI (6.4 KM) SOUTHWEST OF PESHTIGO.
 DQ2486'
 DQ2486'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DQ2486'HIGHWAY Y (EXIT 212), JUST WEST OF THE CITY OF PESHTIGO, TRAVEL
 DQ2486'SOUTHBOUND ON US HIGHWAY 41 FOR APPROXIMATELY 3.0 MI (4.8 KM) TO THE
 DQ2486'JUNCTION OF US HIGHWAY 41 WITH COUNTY HIGHWAY M ON THE RIGHT,
 DQ2486'SCHROEDER LANE ON THE LEFT, AND THE STATION ON THE LEFT.
 DQ2486'
 DQ2486'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2486'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2486'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2486'STATION IS 22.4 M (73.5 FT) EAST OF THE CENTERLINE OF NORTHBOUND US
 DQ2486'HIGHWAY 41, 25.3 M (83.0 FT) NORTH OF THE CENTERLINE OF SCHROEDER
 DQ2486'LANE, 34.6 M (113.5 FT) WEST-NORTHWEST OF A UTILITY JUNCTION BOX -CTHM
 DQ2486'3000 01-, 31.1 M (102.0 FT) NORTHWEST OF A POWER POLE -3022 33E2-, AND
 DQ2486'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ2486'WITNESS POSTS.
 DQ2486'
 DQ2486'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2486'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2449 ***********************************************************************
 DQ2449  DESIGNATION -  6Y17
 DQ2449  PID         -  DQ2449
 DQ2449  STATE/COUNTY-  WI/MARINETTE
 DQ2449  COUNTRY     -  US
 DQ2449  USGS QUAD   -  MARINETTE WEST (2018)
 DQ2449
 DQ2449                         *CURRENT SURVEY CONTROL
 DQ2449  ______________________________________________________________________
 DQ2449* NAD 83(1986) POSITION- 45 06 04.01   (N) 087 37 45.58   (W)   HD_HELD1
 DQ2449* NAVD 88 ORTHO HEIGHT -   181.268 (meters)      594.71  (feet) ADJUSTED
 DQ2449  ______________________________________________________________________
 DQ2449  GEOID HEIGHT    -        -36.955 (meters)                     GEOID18
 DQ2449  DYNAMIC HEIGHT  -        181.250 (meters)      594.65  (feet) COMP
 DQ2449  MODELED GRAVITY -    980,515.1   (mgal)                       NAVD 88
 DQ2449
 DQ2449  VERT ORDER      -  SECOND    CLASS I
 DQ2449
 DQ2449.The horizontal coordinates were determined by differentially corrected
 DQ2449.hand held GPS observations or other comparable positioning techniques
 DQ2449.and have an estimated accuracy of +/- 3 meters.
 DQ2449
 DQ2449.The orthometric height was determined by differential leveling and
 DQ2449.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2449.in February 2017.
 DQ2449
 DQ2449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2449.GEOID18 height accuracy estimate available here.
 DQ2449
 DQ2449.Click photographs - Photos may exist for this station.
 DQ2449
 DQ2449.The dynamic height is computed by dividing the NAVD 88
 DQ2449.geopotential number by the normal gravity value computed on the
 DQ2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2449.degrees latitude (g = 980.6199 gals.).
 DQ2449
 DQ2449.The modeled gravity was interpolated from observed gravity values.
 DQ2449
 DQ2449;                    North         East    Units  Estimated Accuracy
 DQ2449;SPC WI C     -   143,598.9     786,554.8     MT  (+/- 3 meters HH1 GPS) 
 DQ2449
 DQ2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5048694375(NAD 83)
 DQ2449
 DQ2449                          SUPERSEDED SURVEY CONTROL
 DQ2449
 DQ2449.No superseded survey control is available for this station.
 DQ2449
 DQ2449_MARKER: DD = SURVEY DISK
 DQ2449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2449_SP_SET: PARAPET
 DQ2449_STAMPING: 6Y17 2007
 DQ2449_MARK LOGO: WIDT
 DQ2449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2449+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2015
 DQ2449
 DQ2449  HISTORY     - Date     Condition        Report By
 DQ2449  HISTORY     - 2007     MONUMENTED       WIDT
 DQ2449  HISTORY     - 20150826 GOOD             WIDT
 DQ2449
 DQ2449                          STATION DESCRIPTION
 DQ2449
 DQ2449'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2449'THE STATION IS LOCATED IN THE CITY OF MARINETTE, ABOUT 20 MI (32.2 KM)
 DQ2449'SOUTHEAST OF CRIVITZ AND 6 MI (9.7 KM) NORTHEAST OF PESHTIGO.
 DQ2449'
 DQ2449'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 (MARINETTE
 DQ2449'AVENUE) WITH STATE HIGHWAY 64 WEST (HALL AVENUE) IN THE CITY OF
 DQ2449'MARINETTE, GO EAST ON US HIGHWAY 41 NORTH (HALL AVENUE) FOR 0.5 MI
 DQ2449'(0.8 KM) TO A DRIVEWAY FOR STEPHENSON ISLAND PARK ON THE LEFT AND THE
 DQ2449'STATION ON THE LEFT.
 DQ2449'
 DQ2449'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2449'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ2449'THE NORTHEAST END OF THE NORTHWEST PARAPET WALL OF A BRIDGE OVER A
 DQ2449'SMALL CANAL ON THE MENOMINEE RIVER, ABOUT 1 M (3.3 FT) HIGHER THAN THE
 DQ2449'SIDEWALK PAVEMENT GRADE.  THE STATION IS 7.6 M (24.9 FT) NORTHWEST OF
 DQ2449'THE CENTERLINE OF SOUTHBOUND US HIGHWAY 41 (BRIDGE STREET), 19 M (62.3
 DQ2449'FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY FOR STEPHENSON ISLAND PARK,
 DQ2449'3.7 M (12.1 FT) SOUTHWEST OF A STREET LIGHT POLE AND 0.1 M (0.3 FT)
 DQ2449'SOUTH OF A WHITE PLASTIC WITNESS POST.
 DQ2449'
 DQ2449'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2449'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED STREET LIGHT POLE
 DQ2449'TO THE NORTHEAST EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2450 ***********************************************************************
 DQ2450  DESIGNATION -  6Y18
 DQ2450  PID         -  DQ2450
 DQ2450  STATE/COUNTY-  WI/MARINETTE
 DQ2450  COUNTRY     -  US
 DQ2450  USGS QUAD   -  MARINETTE WEST (2018)
 DQ2450
 DQ2450                         *CURRENT SURVEY CONTROL
 DQ2450  ______________________________________________________________________
 DQ2450* NAD 83(1986) POSITION- 45 06 25.3    (N) 087 39 47.5    (W)   HD_HELD2
 DQ2450* NAVD 88 ORTHO HEIGHT -   186.812 (meters)      612.90  (feet) ADJUSTED
 DQ2450  ______________________________________________________________________
 DQ2450  GEOID HEIGHT    -        -36.902 (meters)                     GEOID18
 DQ2450  DYNAMIC HEIGHT  -        186.794 (meters)      612.84  (feet) COMP
 DQ2450  MODELED GRAVITY -    980,518.1   (mgal)                       NAVD 88
 DQ2450
 DQ2450  VERT ORDER      -  SECOND    CLASS I
 DQ2450
 DQ2450.The horizontal coordinates were established by autonomous hand held GPS
 DQ2450.observations and have an estimated accuracy of +/- 10 meters.
 DQ2450
 DQ2450.The orthometric height was determined by differential leveling and
 DQ2450.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2450.in February 2017.
 DQ2450
 DQ2450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2450.GEOID18 height accuracy estimate available here.
 DQ2450
 DQ2450.Click photographs - Photos may exist for this station.
 DQ2450
 DQ2450.The dynamic height is computed by dividing the NAVD 88
 DQ2450.geopotential number by the normal gravity value computed on the
 DQ2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2450.degrees latitude (g = 980.6199 gals.).
 DQ2450
 DQ2450.The modeled gravity was interpolated from observed gravity values.
 DQ2450
 DQ2450;                    North         East    Units  Estimated Accuracy
 DQ2450;SPC WI C     -   144,179.      783,872.      MT  (+/- 10 meters HH2 GPS)
 DQ2450
 DQ2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4782795053(NAD 83)
 DQ2450
 DQ2450                          SUPERSEDED SURVEY CONTROL
 DQ2450
 DQ2450.No superseded survey control is available for this station.
 DQ2450
 DQ2450_MARKER: DD = SURVEY DISK
 DQ2450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ2450_SP_SET: BOX CULVERT
 DQ2450_STAMPING: 6Y18 2007
 DQ2450_MARK LOGO: WIDT
 DQ2450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2450+STABILITY: SURFACE MOTION
 DQ2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2450+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 DQ2450
 DQ2450  HISTORY     - Date     Condition        Report By
 DQ2450  HISTORY     - 2007     MONUMENTED       WIDT
 DQ2450  HISTORY     - 20150811 GOOD             WIDT
 DQ2450
 DQ2450                          STATION DESCRIPTION
 DQ2450
 DQ2450'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2450'THE STATION IS 19 MI (30.6 KM) SOUTHEAST OF CRIVITZ, 18 MI (29.0 KM)
 DQ2450'EAST-NORTHEAST OF COLEMAN, AND 5 MI (8.0 KM) NORTHEAST OF PESHTIGO.
 DQ2450'
 DQ2450'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DQ2450'HIGHWAY 180, LOCATED ON THE WEST SIDE OF THE CITY OF MARINETTE, GO
 DQ2450'NORTH ON STATE HIGHWAY 180 FOR 0.5 MI (0.8 KM) TO A BOX CULVERT OVER
 DQ2450'WRIGHT SLOUGH AND THE STATION ON THE LEFT.
 DQ2450'
 DQ2450'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2450'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHWEST
 DQ2450'CORNER OF A CONCRETE BOX CULVERT, ABOUT 1 M (3.3 FT) LOWER THAN THE
 DQ2450'ROAD GRADE.  THE STATION IS 7.6 M (24.9 FT) SOUTHWEST OF THE
 DQ2450'CENTERLINE OF STATE HIGHWAY 180, 31.8 M (104.3 FT) EAST-NORTHEAST OF A
 DQ2450'RIGHT-OF-WAY POST, 31.7 M (104.0 FT) EAST OF A POWER POLE -3023 2E47-,
 DQ2450'1.4 M (4.6 FT) SOUTHWEST OF A GUARD RAIL, AND 0.4 M (1.3 FT) EAST OF A
 DQ2450'WHITE PLASTIC WITNESS POST.
 DQ2450'
 DQ2450'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2450'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING
 DQ2450'TO 25 DEGREES ABOVE THE HORIZON AND SMALL POWER LINES OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2454 ***********************************************************************
 DQ2454  DESIGNATION -  6Y21
 DQ2454  PID         -  DQ2454
 DQ2454  STATE/COUNTY-  WI/MARINETTE
 DQ2454  COUNTRY     -  US
 DQ2454  USGS QUAD   -  CHAPPEE RAPIDS (2017)
 DQ2454
 DQ2454                         *CURRENT SURVEY CONTROL
 DQ2454  ______________________________________________________________________
 DQ2454* NAD 83(1986) POSITION- 45 10 43.62   (N) 087 44 20.11   (W)   HD_HELD1
 DQ2454* NAVD 88 ORTHO HEIGHT -   193.198 (meters)      633.85  (feet) ADJUSTED
 DQ2454  ______________________________________________________________________
 DQ2454  GEOID HEIGHT    -        -36.734 (meters)                     GEOID18
 DQ2454  DYNAMIC HEIGHT  -        193.180 (meters)      633.79  (feet) COMP
 DQ2454  MODELED GRAVITY -    980,524.0   (mgal)                       NAVD 88
 DQ2454
 DQ2454  VERT ORDER      -  SECOND    CLASS I
 DQ2454
 DQ2454.The horizontal coordinates were determined by differentially corrected
 DQ2454.hand held GPS observations or other comparable positioning techniques
 DQ2454.and have an estimated accuracy of +/- 3 meters.
 DQ2454
 DQ2454.The orthometric height was determined by differential leveling and
 DQ2454.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2454.in February 2017.
 DQ2454
 DQ2454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2454.GEOID18 height accuracy estimate available here.
 DQ2454
 DQ2454.Click photographs - Photos may exist for this station.
 DQ2454
 DQ2454.The dynamic height is computed by dividing the NAVD 88
 DQ2454.geopotential number by the normal gravity value computed on the
 DQ2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2454.degrees latitude (g = 980.6199 gals.).
 DQ2454
 DQ2454.The modeled gravity was interpolated from observed gravity values.
 DQ2454
 DQ2454;                    North         East    Units  Estimated Accuracy
 DQ2454;SPC WI C     -   151,980.9     777,692.7     MT  (+/- 3 meters HH1 GPS) 
 DQ2454
 DQ2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4194303076(NAD 83)
 DQ2454
 DQ2454                          SUPERSEDED SURVEY CONTROL
 DQ2454
 DQ2454.No superseded survey control is available for this station.
 DQ2454
 DQ2454_MARKER: DD = SURVEY DISK
 DQ2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2454_STAMPING: 6Y21 2012
 DQ2454_MARK LOGO: WIDT
 DQ2454_PROJECTION: FLUSH
 DQ2454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2454+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2015
 DQ2454
 DQ2454  HISTORY     - Date     Condition        Report By
 DQ2454  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2454  HISTORY     - 20150810 GOOD             WIDT
 DQ2454
 DQ2454                          STATION DESCRIPTION
 DQ2454
 DQ2454'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2454'THE STATION IS 17 MI (27.4 KM) SOUTHEAST OF WAUSAUKEE, 13 MI (20.9 KM)
 DQ2454'EAST-SOUTHEAST OF CRIVITZ, AND 8 MI (12.9 KM) NORTH OF PESHTIGO.
 DQ2454'
 DQ2454'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2454'COUNTY HIGHWAY G, ABOUT 7 MI (11.3 KM) NORTHWEST OF THE CITY OF
 DQ2454'MARINETTE, WITHIN AN OVAL SHAPED GRASSY AREA IN THE SOUTHWEST QUADRANT
 DQ2454'OF THE INTERSECTION.
 DQ2454'
 DQ2454'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2454'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2454'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2454'STATION IS 9.6 M (31.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DQ2454'180, 14.6 M (47.9 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY G,
 DQ2454'30.5 M (100.1 FT) NORTH OF THE CENTER OF AN ACCESS DRIVEWAY FOR A
 DQ2454'FUELING STATION -6099-, 20.3 M (66.6 FT) EAST OF A CONCRETE BASE FOR
 DQ2454'PARKING LOT LIGHT POLE, AND 0.5 M (1.6 FT) EAST OF A WHITE PLASTIC
 DQ2454'WITNESS POST.
 DQ2454'
 DQ2454'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2454'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST EXTENDING
 DQ2454'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2455 ***********************************************************************
 DQ2455  DESIGNATION -  6Y22
 DQ2455  PID         -  DQ2455
 DQ2455  STATE/COUNTY-  WI/MARINETTE
 DQ2455  COUNTRY     -  US
 DQ2455  USGS QUAD   -  CHAPPEE RAPIDS (2017)
 DQ2455
 DQ2455                         *CURRENT SURVEY CONTROL
 DQ2455  ______________________________________________________________________
 DQ2455* NAD 83(1986) POSITION- 45 11 46.9    (N) 087 44 37.7    (W)   HD_HELD2
 DQ2455* NAVD 88 ORTHO HEIGHT -   191.716 (meters)      628.99  (feet) ADJUSTED
 DQ2455  ______________________________________________________________________
 DQ2455  GEOID HEIGHT    -        -36.711 (meters)                     GEOID18
 DQ2455  DYNAMIC HEIGHT  -        191.699 (meters)      628.93  (feet) COMP
 DQ2455  MODELED GRAVITY -    980,524.9   (mgal)                       NAVD 88
 DQ2455
 DQ2455  VERT ORDER      -  SECOND    CLASS I
 DQ2455
 DQ2455.The horizontal coordinates were established by autonomous hand held GPS
 DQ2455.observations and have an estimated accuracy of +/- 10 meters.
 DQ2455
 DQ2455.The orthometric height was determined by differential leveling and
 DQ2455.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2455.in February 2017.
 DQ2455
 DQ2455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2455.GEOID18 height accuracy estimate available here.
 DQ2455
 DQ2455.Click photographs - Photos may exist for this station.
 DQ2455
 DQ2455.The dynamic height is computed by dividing the NAVD 88
 DQ2455.geopotential number by the normal gravity value computed on the
 DQ2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2455.degrees latitude (g = 980.6199 gals.).
 DQ2455
 DQ2455.The modeled gravity was interpolated from observed gravity values.
 DQ2455
 DQ2455;                    North         East    Units  Estimated Accuracy
 DQ2455;SPC WI C     -   153,923.      777,255.      MT  (+/- 10 meters HH2 GPS)
 DQ2455
 DQ2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4157705033(NAD 83)
 DQ2455
 DQ2455                          SUPERSEDED SURVEY CONTROL
 DQ2455
 DQ2455.No superseded survey control is available for this station.
 DQ2455
 DQ2455_MARKER: DD = SURVEY DISK
 DQ2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2455_STAMPING: 6Y22 2012
 DQ2455_MARK LOGO: WIDT
 DQ2455_PROJECTION: FLUSH
 DQ2455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2455+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2015
 DQ2455
 DQ2455  HISTORY     - Date     Condition        Report By
 DQ2455  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2455  HISTORY     - 20150810 GOOD             WIDT
 DQ2455
 DQ2455                          STATION DESCRIPTION
 DQ2455
 DQ2455'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2455'THE STATION IS 16 MI (25.7 KM) SOUTHEAST OF WAUSAUKEE, 13 MI (20.9 KM)
 DQ2455'EAST OF CRIVITZ, AND 10 MI (16.1 KM) NORTH OF PESHTIGO.
 DQ2455'
 DQ2455'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2455'COUNTY HIGHWAY G ABOUT 7 MI (11.3 KM) NORTHWEST OF THE CITY OF
 DQ2455'MARINETTE, GO NORTH ON STATE HIGHWAY 180 FOR 0.9 MI (1.4 KM) TO
 DQ2455'HILLTOP ROAD ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 180 FOR 0.3
 DQ2455'MI (0.5 KM) TO A DRIVEWAY LEADING TO A PUBLIC BOAT LANDING ON THE
 DQ2455'RIGHT, TURN RIGHT AND GO EAST ALONG THE DRIVEWAY FOR 0.05 MI (0.1 KM)
 DQ2455'AND THE STATION ON THE RIGHT.
 DQ2455'
 DQ2455'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2455'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2455'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2455'STATION IS 60.7 M (199.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DQ2455'180, 7.0 M (23.0 FT) SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 55.8 M
 DQ2455'(183.1 FT) NORTHEAST OF A RIGHT-OF-WAY POST, 9.0 M (29.5 FT) SOUTHEAST
 DQ2455'OF A SMALL WOODEN -PARK CLOSES 10PM- SIGN, AND 0.4 M (1.3 FT) NORTH OF
 DQ2455'A WHITE PLASTIC WITNESS POST.
 DQ2455'
 DQ2455'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2455'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2456 ***********************************************************************
 DQ2456  DESIGNATION -  6Y23
 DQ2456  PID         -  DQ2456
 DQ2456  STATE/COUNTY-  WI/MARINETTE
 DQ2456  COUNTRY     -  US
 DQ2456  USGS QUAD   -  CHAPPEE RAPIDS (2017)
 DQ2456
 DQ2456                         *CURRENT SURVEY CONTROL
 DQ2456  ______________________________________________________________________
 DQ2456* NAD 83(1986) POSITION- 45 12 30.2    (N) 087 44 06.9    (W)   HD_HELD2
 DQ2456* NAVD 88 ORTHO HEIGHT -   193.886 (meters)      636.11  (feet) ADJUSTED
 DQ2456  ______________________________________________________________________
 DQ2456  GEOID HEIGHT    -        -36.719 (meters)                     GEOID18
 DQ2456  DYNAMIC HEIGHT  -        193.869 (meters)      636.05  (feet) COMP
 DQ2456  MODELED GRAVITY -    980,525.1   (mgal)                       NAVD 88
 DQ2456
 DQ2456  VERT ORDER      -  SECOND    CLASS I
 DQ2456
 DQ2456.The horizontal coordinates were established by autonomous hand held GPS
 DQ2456.observations and have an estimated accuracy of +/- 10 meters.
 DQ2456
 DQ2456.The orthometric height was determined by differential leveling and
 DQ2456.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2456.in February 2017.
 DQ2456
 DQ2456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2456.GEOID18 height accuracy estimate available here.
 DQ2456
 DQ2456.Click photographs - Photos may exist for this station.
 DQ2456
 DQ2456.The dynamic height is computed by dividing the NAVD 88
 DQ2456.geopotential number by the normal gravity value computed on the
 DQ2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2456.degrees latitude (g = 980.6199 gals.).
 DQ2456
 DQ2456.The modeled gravity was interpolated from observed gravity values.
 DQ2456
 DQ2456;                    North         East    Units  Estimated Accuracy
 DQ2456;SPC WI C     -   155,278.      777,889.      MT  (+/- 10 meters HH2 GPS)
 DQ2456
 DQ2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4226106363(NAD 83)
 DQ2456
 DQ2456                          SUPERSEDED SURVEY CONTROL
 DQ2456
 DQ2456.No superseded survey control is available for this station.
 DQ2456
 DQ2456_MARKER: DD = SURVEY DISK
 DQ2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2456_STAMPING: 6Y23 2012
 DQ2456_MARK LOGO: WIDT
 DQ2456_PROJECTION: FLUSH
 DQ2456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2456+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2015
 DQ2456
 DQ2456  HISTORY     - Date     Condition        Report By
 DQ2456  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2456  HISTORY     - 20150807 GOOD             WIDT
 DQ2456
 DQ2456                          STATION DESCRIPTION
 DQ2456
 DQ2456'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2456'THE STATION IS 16 MI (25.7 KM) SOUTHEAST OF WAUSAUKEE, 13 MI (20.9 KM)
 DQ2456'EAST OF CRIVITZ, AND 10 MI (16.1 KM) NORTH OF PESHTIGO.
 DQ2456'
 DQ2456'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2456'COUNTY HIGHWAY G ABOUT 7 MI (11.3 KM) NORTHWEST OF THE CITY OF
 DQ2456'MARINETTE, GO NORTH ON STATE HIGHWAY 180 FOR 2.2 MI (3.5 KM) TO SHADY
 DQ2456'LANE DRIVE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DQ2456'
 DQ2456'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2456'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2456'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2456'STATION IS 25.3 M (83.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DQ2456'HIGHWAY 180, 8.2 M (26.9 FT) NORTHWEST OF THE CENTERLINE OF SHADY LANE
 DQ2456'DRIVE, 24.7 M (81.0 FT) NORTHWEST OF A POWER POLE -N7002 3222 26L28-,
 DQ2456'11.0 M (36.1 FT) NORTHEAST OF A POWER POLE -N7001-, AND LOCATED IN THE
 DQ2456'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2456'
 DQ2456'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST AND SOUTHEAST
 DQ2456'EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2458 ***********************************************************************
 DQ2458  DESIGNATION -  6Y24
 DQ2458  PID         -  DQ2458
 DQ2458  STATE/COUNTY-  WI/MARINETTE
 DQ2458  COUNTRY     -  US
 DQ2458  USGS QUAD   -  CHAPPEE RAPIDS (2017)
 DQ2458
 DQ2458                         *CURRENT SURVEY CONTROL
 DQ2458  ______________________________________________________________________
 DQ2458* NAD 83(1986) POSITION- 45 14 39.31   (N) 087 43 09.83   (W)   HD_HELD1
 DQ2458* NAVD 88 ORTHO HEIGHT -   200.835 (meters)      658.91  (feet) ADJUSTED
 DQ2458  ______________________________________________________________________
 DQ2458  GEOID HEIGHT    -        -36.716 (meters)                     GEOID18
 DQ2458  DYNAMIC HEIGHT  -        200.818 (meters)      658.85  (feet) COMP
 DQ2458  MODELED GRAVITY -    980,526.6   (mgal)                       NAVD 88
 DQ2458
 DQ2458  VERT ORDER      -  SECOND    CLASS I
 DQ2458
 DQ2458.The horizontal coordinates were determined by differentially corrected
 DQ2458.hand held GPS observations or other comparable positioning techniques
 DQ2458.and have an estimated accuracy of +/- 3 meters.
 DQ2458
 DQ2458.The orthometric height was determined by differential leveling and
 DQ2458.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2458.in February 2017.
 DQ2458
 DQ2458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2458.GEOID18 height accuracy estimate available here.
 DQ2458
 DQ2458.Click photographs - Photos may exist for this station.
 DQ2458
 DQ2458.The dynamic height is computed by dividing the NAVD 88
 DQ2458.geopotential number by the normal gravity value computed on the
 DQ2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2458.degrees latitude (g = 980.6199 gals.).
 DQ2458
 DQ2458.The modeled gravity was interpolated from observed gravity values.
 DQ2458
 DQ2458;                    North         East    Units  Estimated Accuracy
 DQ2458;SPC WI C     -   159,296.7     779,022.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2458
 DQ2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4354110336(NAD 83)
 DQ2458
 DQ2458                          SUPERSEDED SURVEY CONTROL
 DQ2458
 DQ2458.No superseded survey control is available for this station.
 DQ2458
 DQ2458_MARKER: DD = SURVEY DISK
 DQ2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2458_STAMPING: 6Y24 2012
 DQ2458_MARK LOGO: WIDT
 DQ2458_PROJECTION: FLUSH
 DQ2458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2458+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2020
 DQ2458
 DQ2458  HISTORY     - Date     Condition        Report By
 DQ2458  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2458  HISTORY     - 20150806 GOOD             WIDT
 DQ2458  HISTORY     - 20200806 GOOD             TRIMEE
 DQ2458
 DQ2458                          STATION DESCRIPTION
 DQ2458
 DQ2458'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2458'THE STATION IS 14 MI (22.5 KM) EAST OF CRIVITZ, 14 MI (22.5 KM)
 DQ2458'SOUTHEAST OF WAUSAUKEE, AND 13 MI (20.9 KM) NORTH OF PESHTIGO.
 DQ2458'
 DQ2458'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2458'COUNTY HIGHWAY X ABOUT 13 MI (20.9 KM) NORTH OF THE CITY OF MARINETTE,
 DQ2458'GO SOUTH ON STATE HIGHWAY 180 FOR 2.2 MI (3.5 KM) TO BORDERLINE ROAD
 DQ2458'ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 180 FOR 0.4 MI (0.6 KM)
 DQ2458'TO THE STATION ON THE LEFT.
 DQ2458'
 DQ2458'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATIONS
 DQ2458'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2458'INCHES) DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) LOWER THAN THE ROAD
 DQ2458'GRADE.  THE STATION IS 11.1 M (36.4 FT) SOUTHEAST OF THE CENTERLINE OF
 DQ2458'STATE HIGHWAY 180, 88 M (288.7 FT) SOUTHWEST OF A DRIVEWAY -N7992-,
 DQ2458'34.4 M (112.9 FT) SOUTHWEST OF A POWER POLE -3222 14E7-, AND LOCATED
 DQ2458'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DQ2458'POSTS.
 DQ2458'
 DQ2458'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2458'DEGREES ABOVE THE HORIZON EXCEPT FOR A SMALL POWER LINE OVERHEAD TO
 DQ2458'THE SOUTHEAST.
 DQ2458
 DQ2458                          STATION RECOVERY (2020)
 DQ2458
 DQ2458'RECOVERY NOTE BY TRIMEDIA ENVIRONMENTAL & ENGINEERING 2020 (GC)
 DQ2458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2460 ***********************************************************************
 DQ2460  DESIGNATION -  6Y25
 DQ2460  PID         -  DQ2460
 DQ2460  STATE/COUNTY-  WI/MARINETTE
 DQ2460  COUNTRY     -  US
 DQ2460  USGS QUAD   -  MCALLISTER (2018)
 DQ2460
 DQ2460                         *CURRENT SURVEY CONTROL
 DQ2460  ______________________________________________________________________
 DQ2460* NAD 83(1986) POSITION- 45 16 13.0    (N) 087 42 38.1    (W)   HD_HELD2
 DQ2460* NAVD 88 ORTHO HEIGHT -   200.565 (meters)      658.02  (feet) ADJUSTED
 DQ2460  ______________________________________________________________________
 DQ2460  GEOID HEIGHT    -        -36.695 (meters)                     GEOID18
 DQ2460  DYNAMIC HEIGHT  -        200.548 (meters)      657.96  (feet) COMP
 DQ2460  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 DQ2460
 DQ2460  VERT ORDER      -  SECOND    CLASS I
 DQ2460
 DQ2460.The horizontal coordinates were established by autonomous hand held GPS
 DQ2460.observations and have an estimated accuracy of +/- 10 meters.
 DQ2460
 DQ2460.The orthometric height was determined by differential leveling and
 DQ2460.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2460.in February 2017.
 DQ2460
 DQ2460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2460.GEOID18 height accuracy estimate available here.
 DQ2460
 DQ2460.Click photographs - Photos may exist for this station.
 DQ2460
 DQ2460.The dynamic height is computed by dividing the NAVD 88
 DQ2460.geopotential number by the normal gravity value computed on the
 DQ2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2460.degrees latitude (g = 980.6199 gals.).
 DQ2460
 DQ2460.The modeled gravity was interpolated from observed gravity values.
 DQ2460
 DQ2460;                    North         East    Units  Estimated Accuracy
 DQ2460;SPC WI C     -   162,207.      779,632.      MT  (+/- 10 meters HH2 GPS)
 DQ2460
 DQ2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4425913221(NAD 83)
 DQ2460
 DQ2460                          SUPERSEDED SURVEY CONTROL
 DQ2460
 DQ2460.No superseded survey control is available for this station.
 DQ2460
 DQ2460_MARKER: DD = SURVEY DISK
 DQ2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2460_STAMPING: 6Y25 2012
 DQ2460_MARK LOGO: WIDT
 DQ2460_PROJECTION: FLUSH
 DQ2460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2460+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DQ2460
 DQ2460  HISTORY     - Date     Condition        Report By
 DQ2460  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2460  HISTORY     - 20150806 GOOD             WIDT
 DQ2460
 DQ2460                          STATION DESCRIPTION
 DQ2460
 DQ2460'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2460'THE STATION IS 14 MI (22.5 KM) EAST-NORTHEAST OF CRIVITZ, 14 MI (22.5
 DQ2460'KM) SOUTHEAST OF WAUSAUKEE, AND 12 MI (19.3 KM) NORTH OF MARINETTE.
 DQ2460'
 DQ2460'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2460'COUNTY HIGHWAY X ABOUT 13 MI (20.9 KM) NORTH OF THE CITY OF MARINETTE,
 DQ2460'GO SOUTH ON STATE HIGHWAY 180 FOR 0.7 MI (1.1 KM) TO RUBY ROAD ON THE
 DQ2460'RIGHT, PARK DRIVE ON THE LEFT, AND THE STATION ON THE LEFT.
 DQ2460'
 DQ2460'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2460'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2460'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2460'STATION IS 22.9 M (75.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DQ2460'180, 5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF PARK DRIVE, 36.4 M
 DQ2460'(119.4 FT) WEST-NORTHWEST OF A POWER POLE -3222 1W16-, 7.4 M (24.3 FT)
 DQ2460'EAST OF A RIGHT-OF-WAY POST, AND LOCATED BETWEEN TWO WHITE PLASTIC
 DQ2460'WITNESS POSTS.
 DQ2460'
 DQ2460'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2460'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2461 ***********************************************************************
 DQ2461  DESIGNATION -  6Y26
 DQ2461  PID         -  DQ2461
 DQ2461  STATE/COUNTY-  WI/MARINETTE
 DQ2461  COUNTRY     -  US
 DQ2461  USGS QUAD   -  MCALLISTER (2018)
 DQ2461
 DQ2461                         *CURRENT SURVEY CONTROL
 DQ2461  ______________________________________________________________________
 DQ2461* NAD 83(1986) POSITION- 45 17 32.34   (N) 087 42 29.66   (W)   HD_HELD1
 DQ2461* NAVD 88 ORTHO HEIGHT -   206.278 (meters)      676.76  (feet) ADJUSTED
 DQ2461  ______________________________________________________________________
 DQ2461  GEOID HEIGHT    -        -36.657 (meters)                     GEOID18
 DQ2461  DYNAMIC HEIGHT  -        206.261 (meters)      676.71  (feet) COMP
 DQ2461  MODELED GRAVITY -    980,530.4   (mgal)                       NAVD 88
 DQ2461
 DQ2461  VERT ORDER      -  SECOND    CLASS I
 DQ2461
 DQ2461.The horizontal coordinates were determined by differentially corrected
 DQ2461.hand held GPS observations or other comparable positioning techniques
 DQ2461.and have an estimated accuracy of +/- 3 meters.
 DQ2461
 DQ2461.The orthometric height was determined by differential leveling and
 DQ2461.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2461.in February 2017.
 DQ2461
 DQ2461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2461.GEOID18 height accuracy estimate available here.
 DQ2461
 DQ2461.Click photographs - Photos may exist for this station.
 DQ2461
 DQ2461.The dynamic height is computed by dividing the NAVD 88
 DQ2461.geopotential number by the normal gravity value computed on the
 DQ2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2461.degrees latitude (g = 980.6199 gals.).
 DQ2461
 DQ2461.The modeled gravity was interpolated from observed gravity values.
 DQ2461
 DQ2461;                    North         East    Units  Estimated Accuracy
 DQ2461;SPC WI C     -   164,660.7     779,747.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2461
 DQ2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4446415667(NAD 83)
 DQ2461
 DQ2461                          SUPERSEDED SURVEY CONTROL
 DQ2461
 DQ2461.No superseded survey control is available for this station.
 DQ2461
 DQ2461_MARKER: DD = SURVEY DISK
 DQ2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2461_STAMPING: 6Y26 2012
 DQ2461_MARK LOGO: WIDT
 DQ2461_PROJECTION: FLUSH
 DQ2461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2461+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DQ2461
 DQ2461  HISTORY     - Date     Condition        Report By
 DQ2461  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2461  HISTORY     - 20150806 GOOD             WIDT
 DQ2461
 DQ2461                          STATION DESCRIPTION
 DQ2461
 DQ2461'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2461'THE STATION IS 14 MI (22.5 KM) NORTH OF MARINETTE, 14 MI (22.5 KM)
 DQ2461'EAST-NORTHEAST OF CRIVITZ, AND 13 MI (19.3 KM) EAST-SOUTHEAST OF
 DQ2461'WAUSAUKEE.
 DQ2461'
 DQ2461'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2461'COUNTY HIGHWAY X ABOUT 13 MI (20.9 KM) NORTH OF THE CITY OF MARINETTE,
 DQ2461'GO NORTH ON STATE HIGHWAY 180 FOR 0.9 MI (1.4 KM) TO POHL ROAD ON THE
 DQ2461'RIGHT AND THE STATION ON THE RIGHT.
 DQ2461'
 DQ2461'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2461'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCHES)
 DQ2461'DIAMETER CONCRETE POST, ABOUT 2 M (6.6 FT) HIGHER THAN THE ROAD GRADE.
 DQ2461'THE STATION IS 20.7 M (67.9 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DQ2461'HIGHWAY 180, 32.7 M (107.3 FT) NORTHWEST OF THE CENTERLINE OF POHL
 DQ2461'ROAD, 21.3 M (69.9 FT) NORTHWEST OF A POWER POLE -3322 25L15-, 3.2 M
 DQ2461'(10.5 FT) SOUTHEAST OF A RIGHT-OF-WAY POST, AND LOCATED IN THE CENTER
 DQ2461'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2461'
 DQ2461'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2461'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREELINE TO THE NORTHEAST
 DQ2461'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2462 ***********************************************************************
 DQ2462  DESIGNATION -  6Y27
 DQ2462  PID         -  DQ2462
 DQ2462  STATE/COUNTY-  WI/MARINETTE
 DQ2462  COUNTRY     -  US
 DQ2462  USGS QUAD   -  MCALLISTER (2018)
 DQ2462
 DQ2462                         *CURRENT SURVEY CONTROL
 DQ2462  ______________________________________________________________________
 DQ2462* NAD 83(1986) POSITION- 45 18 42.0    (N) 087 42 58.1    (W)   HD_HELD2
 DQ2462* NAVD 88 ORTHO HEIGHT -   213.413 (meters)      700.17  (feet) ADJUSTED
 DQ2462  ______________________________________________________________________
 DQ2462  GEOID HEIGHT    -        -36.597 (meters)                     GEOID18
 DQ2462  DYNAMIC HEIGHT  -        213.396 (meters)      700.12  (feet) COMP
 DQ2462  MODELED GRAVITY -    980,533.1   (mgal)                       NAVD 88
 DQ2462
 DQ2462  VERT ORDER      -  SECOND    CLASS I
 DQ2462
 DQ2462.The horizontal coordinates were established by autonomous hand held GPS
 DQ2462.observations and have an estimated accuracy of +/- 10 meters.
 DQ2462
 DQ2462.The orthometric height was determined by differential leveling and
 DQ2462.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2462.in February 2017.
 DQ2462
 DQ2462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2462.GEOID18 height accuracy estimate available here.
 DQ2462
 DQ2462.Click photographs - Photos may exist for this station.
 DQ2462
 DQ2462.The dynamic height is computed by dividing the NAVD 88
 DQ2462.geopotential number by the normal gravity value computed on the
 DQ2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2462.degrees latitude (g = 980.6199 gals.).
 DQ2462
 DQ2462.The modeled gravity was interpolated from observed gravity values.
 DQ2462
 DQ2462;                    North         East    Units  Estimated Accuracy
 DQ2462;SPC WI C     -   166,793.      779,067.      MT  (+/- 10 meters HH2 GPS)
 DQ2462
 DQ2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4386417822(NAD 83)
 DQ2462
 DQ2462                          SUPERSEDED SURVEY CONTROL
 DQ2462
 DQ2462.No superseded survey control is available for this station.
 DQ2462
 DQ2462_MARKER: DD = SURVEY DISK
 DQ2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2462_STAMPING: 6Y27 2012
 DQ2462_MARK LOGO: WIDT
 DQ2462_PROJECTION: FLUSH
 DQ2462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2462+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DQ2462
 DQ2462  HISTORY     - Date     Condition        Report By
 DQ2462  HISTORY     - 2012     MONUMENTED       WIDT
 DQ2462  HISTORY     - 20150806 GOOD             WIDT
 DQ2462
 DQ2462                          STATION DESCRIPTION
 DQ2462
 DQ2462'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2462'THE STATION IS 15 MI (24.1 KM) NORTH OF MARINETTE, 15 MI (24.1 KM)
 DQ2462'NORTHEAST OF CRIVITZ, AND 12 MI (19.3 KM) EAST-SOUTHEAST OF WAUSAUKEE.
 DQ2462'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2462'COUNTY HIGHWAY JJ EAST IN THE COMMUNITY OF MCALLISTER, ABOUT 12 MI
 DQ2462'(19.3 KM) EAST-SOUTHEAST OF THE VILLAGE OF WAUSAUKEE, GO SOUTH ON
 DQ2462'STATE HIGHWAY 180 FOR 0.5 MI (0.8 KM) TO LYNCH ROAD ON THE LEFT,
 DQ2462'CONTINUE SOUTH ON STATE HIGHWAY 180 FOR 0.55 MI (0.9 KM) TO THE
 DQ2462'STATION ON THE RIGHT.
 DQ2462'
 DQ2462'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2462'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2462'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.3 M (1.0 FT) HIGHER
 DQ2462'THAN THE ROAD GRADE.  THE STATION IS 15.8 M (51.8 FT) WEST OF THE
 DQ2462'CENTERLINE OF STATE HIGHWAY 180, 38.4 M (126.0 FT) NORTH OF A POWER
 DQ2462'POLE -3322 23R2-, 38.1 M (125.0 FT) SOUTH OF A POWER POLE -3322 23R1-,
 DQ2462'31 M (101.7 FT) SOUTH OF THE SOUTHERN OF TWO ACCESS DRIVEWAYS FOR A
 DQ2462'SINGLE STORY BRICK STRUCTURE THAT IS APPROXIMATELY 200 FT (61.0 M)
 DQ2462'WEST OF THE HIGHWAY, 11.1 M (36.4 FT) SOUTH OF A BURIED CABLE MARKER
 DQ2462'POST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DQ2462'PLASTIC WITNESS POSTS.
 DQ2462'
 DQ2462'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2462'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER LINE OVERHEAD AND A TREE
 DQ2462'TO THE NORTH EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8858 ***********************************************************************
 DP8858  DESIGNATION -  6Y36
 DP8858  PID         -  DP8858
 DP8858  STATE/COUNTY-  WI/MARINETTE
 DP8858  COUNTRY     -  US
 DP8858  USGS QUAD   -  WAUSAUKEE SOUTH (2018)
 DP8858
 DP8858                         *CURRENT SURVEY CONTROL
 DP8858  ______________________________________________________________________
 DP8858* NAD 83(1986) POSITION- 45 15 58.0    (N) 087 59 26.4    (W)   HD_HELD2
 DP8858* NAVD 88 ORTHO HEIGHT -   221.218 (meters)      725.78  (feet) ADJUSTED
 DP8858  ______________________________________________________________________
 DP8858  GEOID HEIGHT    -        -36.082 (meters)                     GEOID18
 DP8858  DYNAMIC HEIGHT  -        221.203 (meters)      725.73  (feet) COMP
 DP8858  MODELED GRAVITY -    980,545.8   (mgal)                       NAVD 88
 DP8858
 DP8858  VERT ORDER      -  SECOND    CLASS I
 DP8858
 DP8858.The horizontal coordinates were established by autonomous hand held GPS
 DP8858.observations and have an estimated accuracy of +/- 10 meters.
 DP8858
 DP8858.The orthometric height was determined by differential leveling and
 DP8858.adjusted by the NATIONAL GEODETIC SURVEY
 DP8858.in February 2017.
 DP8858
 DP8858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8858.GEOID18 height accuracy estimate available here.
 DP8858
 DP8858.Click photographs - Photos may exist for this station.
 DP8858
 DP8858.The dynamic height is computed by dividing the NAVD 88
 DP8858.geopotential number by the normal gravity value computed on the
 DP8858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8858.degrees latitude (g = 980.6199 gals.).
 DP8858
 DP8858.The modeled gravity was interpolated from observed gravity values.
 DP8858
 DP8858;                    North         East    Units  Estimated Accuracy
 DP8858;SPC WI C     -   161,163.      757,673.      MT  (+/- 10 meters HH2 GPS)
 DP8858
 DP8858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2228212989(NAD 83)
 DP8858
 DP8858                          SUPERSEDED SURVEY CONTROL
 DP8858
 DP8858.No superseded survey control is available for this station.
 DP8858
 DP8858_MARKER: DD = SURVEY DISK
 DP8858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8858_STAMPING: 6Y36 2012
 DP8858_MARK LOGO: WIDT
 DP8858_PROJECTION: FLUSH
 DP8858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8858+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2014
 DP8858
 DP8858  HISTORY     - Date     Condition        Report By
 DP8858  HISTORY     - 2012     MONUMENTED       WIDT
 DP8858  HISTORY     - 20141021 GOOD             WIDT
 DP8858
 DP8858                          STATION DESCRIPTION
 DP8858
 DP8858'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8858'THE STATION IS APPROXIMATELY 14.0 MI (22.5 KM) WEST-SOUTHWEST OF
 DP8858'MCALLISTER, 2.4 MI (3.9 KM) NORTH-NORTHEAST OF CRIVITZ AND 1.8 MI (2.9
 DP8858'KM) SOUTH OF MIDDLE INLET.
 DP8858'
 DP8858'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8858'HIGHWAY WEST IN THE VILLAGE OF CRIVITZ, GO NORTH ON US HIGHWAY 141 FOR
 DP8858'1.45 MI (2.3 KM) TO NOQUEBAY ROAD ON THE RIGHT.  CONTINUE NORTH ON US
 DP8858'HIGHWAY 141 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT.
 DP8858'
 DP8858'THE STATION IS 16.3 M (53.5 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DP8858'141, 73.5 M (241.1 FT) SOUTH OF A POWER POLE -3220 10E21-, 34.1 M
 DP8858'(111.9 FT) NORTH OF A POWER POLE -3220 10E22- AND LOCATED IN THE
 DP8858'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8858'
 DP8858'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8858'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8858'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8858'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 1 M (3.3
 DP8858'FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8857 ***********************************************************************
 DP8857  DESIGNATION -  6Y37
 DP8857  PID         -  DP8857
 DP8857  STATE/COUNTY-  WI/MARINETTE
 DP8857  COUNTRY     -  US
 DP8857  USGS QUAD   -  WAUSAUKEE SOUTH (2018)
 DP8857
 DP8857                         *CURRENT SURVEY CONTROL
 DP8857  ______________________________________________________________________
 DP8857* NAD 83(1986) POSITION- 45 16 04.3    (N) 087 59 34.7    (W)   HD_HELD2
 DP8857* NAVD 88 ORTHO HEIGHT -   232.721 (meters)      763.52  (feet) ADJUSTED
 DP8857  ______________________________________________________________________
 DP8857  GEOID HEIGHT    -        -36.075 (meters)                     GEOID18
 DP8857  DYNAMIC HEIGHT  -        232.706 (meters)      763.47  (feet) COMP
 DP8857  MODELED GRAVITY -    980,545.8   (mgal)                       NAVD 88
 DP8857
 DP8857  VERT ORDER      -  SECOND    CLASS I
 DP8857
 DP8857.The horizontal coordinates were established by autonomous hand held GPS
 DP8857.observations and have an estimated accuracy of +/- 10 meters.
 DP8857
 DP8857.The orthometric height was determined by differential leveling and
 DP8857.adjusted by the NATIONAL GEODETIC SURVEY
 DP8857.in February 2017.
 DP8857
 DP8857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8857.GEOID18 height accuracy estimate available here.
 DP8857
 DP8857.Click photographs - Photos may exist for this station.
 DP8857
 DP8857.The dynamic height is computed by dividing the NAVD 88
 DP8857.geopotential number by the normal gravity value computed on the
 DP8857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8857.degrees latitude (g = 980.6199 gals.).
 DP8857
 DP8857.The modeled gravity was interpolated from observed gravity values.
 DP8857
 DP8857;                    North         East    Units  Estimated Accuracy
 DP8857;SPC WI C     -   161,353.      757,487.      MT  (+/- 10 meters HH2 GPS)
 DP8857
 DP8857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2210413186(NAD 83)
 DP8857
 DP8857                          SUPERSEDED SURVEY CONTROL
 DP8857
 DP8857.No superseded survey control is available for this station.
 DP8857
 DP8857_MARKER: DD = SURVEY DISK
 DP8857_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8857_SP_SET: BRIDGE ABUTMENT
 DP8857_STAMPING: 6Y37 2007
 DP8857_MARK LOGO: WIDT
 DP8857_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8857+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2014
 DP8857
 DP8857  HISTORY     - Date     Condition        Report By
 DP8857  HISTORY     - 2007     MONUMENTED       WIDT
 DP8857  HISTORY     - 20141021 GOOD             WIDT
 DP8857
 DP8857                          STATION DESCRIPTION
 DP8857
 DP8857'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8857'THE STATION IS APPROXIMATELY 6.9 MI (11.1 KM) NORTHWEST OF LOOMIS, 2.3
 DP8857'MI (3.7 KM) NORTH-NORTHEAST OF CRIVITZ AND 1.6 MI (2.6 KM) SOUTH OF
 DP8857'MIDDLE INLET.
 DP8857'
 DP8857'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8857'HIGHWAY X IN THE COMMUNITY OF MIDDLE INLET, GO SOUTH ON US HIGHWAY 141
 DP8857'FOR 1.8 MI (2.9 KM) TO SMITH CREEK ROAD.  TURN RIGHT AND GO WEST ON
 DP8857'SMITH CREEK ROAD FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER THE ESCANABA AND
 DP8857'LAKE SUPERIOR RAILROAD TRACK AND THE STATION ON THE RIGHT.
 DP8857'
 DP8857'THE STATION IS 4.1 M (13.5 FT) NORTH OF THE CENTERLINE OF SMITH CREEK
 DP8857'ROAD, 0.4 M (1.3 FT) NORTHWEST OF A TIGER BOARD SIGN AND 0.5 M (1.6
 DP8857'FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DP8857'
 DP8857'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8857'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8857'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8857'IN A DRILL HOLE IN THE NORTH END OF THE EAST ABUTMENT OF THE BRIDGE
 DP8857'-B-38-69-95-, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8855 ***********************************************************************
 DP8855  DESIGNATION -  6Y38
 DP8855  PID         -  DP8855
 DP8855  STATE/COUNTY-  WI/MARINETTE
 DP8855  COUNTRY     -  US
 DP8855  USGS QUAD   -  WAUSAUKEE SOUTH (2018)
 DP8855
 DP8855                         *CURRENT SURVEY CONTROL
 DP8855  ______________________________________________________________________
 DP8855* NAD 83(1986) POSITION- 45 17 53.2    (N) 087 59 30.4    (W)   HD_HELD2
 DP8855* NAVD 88 ORTHO HEIGHT -   216.658 (meters)      710.82  (feet) ADJUSTED
 DP8855  ______________________________________________________________________
 DP8855  GEOID HEIGHT    -        -36.029 (meters)                     GEOID18
 DP8855  DYNAMIC HEIGHT  -        216.643 (meters)      710.77  (feet) COMP
 DP8855  MODELED GRAVITY -    980,545.2   (mgal)                       NAVD 88
 DP8855
 DP8855  VERT ORDER      -  SECOND    CLASS I
 DP8855
 DP8855.The horizontal coordinates were established by autonomous hand held GPS
 DP8855.observations and have an estimated accuracy of +/- 10 meters.
 DP8855
 DP8855.The orthometric height was determined by differential leveling and
 DP8855.adjusted by the NATIONAL GEODETIC SURVEY
 DP8855.in February 2017.
 DP8855
 DP8855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8855.GEOID18 height accuracy estimate available here.
 DP8855
 DP8855.Click photographs - Photos may exist for this station.
 DP8855
 DP8855.The dynamic height is computed by dividing the NAVD 88
 DP8855.geopotential number by the normal gravity value computed on the
 DP8855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8855.degrees latitude (g = 980.6199 gals.).
 DP8855
 DP8855.The modeled gravity was interpolated from observed gravity values.
 DP8855
 DP8855;                    North         East    Units  Estimated Accuracy
 DP8855;SPC WI C     -   164,716.      757,498.      MT  (+/- 10 meters HH2 GPS)
 DP8855
 DP8855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2223916546(NAD 83)
 DP8855
 DP8855                          SUPERSEDED SURVEY CONTROL
 DP8855
 DP8855.No superseded survey control is available for this station.
 DP8855
 DP8855_MARKER: DD = SURVEY DISK
 DP8855_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP8855_SP_SET: BRIDGE PARAPET WALL
 DP8855_STAMPING: 6Y38 2007
 DP8855_MARK LOGO: WIDT
 DP8855_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8855+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2014
 DP8855
 DP8855  HISTORY     - Date     Condition        Report By
 DP8855  HISTORY     - 2007     MONUMENTED       WIDT
 DP8855  HISTORY     - 20141021 GOOD             WIDT
 DP8855
 DP8855                          STATION DESCRIPTION
 DP8855
 DP8855'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8855'THE STATION IS APPROXIMATELY 10.0 MI (16.1 KM) SOUTHEAST OF
 DP8855'ATHELSTANE, 5.5 MI (8.8 KM) SOUTHWEST OF WAUSAUKEE AND 0.3 MI (0.5 KM)
 DP8855'NORTH OF MIDDLE INLET.
 DP8855'
 DP8855'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8855'HIGHWAY X IN THE COMMUNITY OF MIDDLE INLET, GO NORTH ON US HIGHWAY 141
 DP8855'FOR 0.25 MI (0.4 KM) TO A BRIDGE OVER MIDDLE INLET AND THE STATION ON
 DP8855'THE LEFT.
 DP8855'
 DP8855'THE STATION IS 6.9 M (22.6 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DP8855'141, 4.5 M (14.8 FT) SOUTHEAST OF A GREEN -MIDDLE INLET- SIGN AND 1.8
 DP8855'M (5.9 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DP8855'
 DP8855'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8855'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8855'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8855'IN A DRILL HOLE IN THE TOP OF THE NORTH END OF THE WEST PARAPET WALL
 DP8855'OF THE BRIDGE OVER MIDDLE INLET, ABOUT 0.8 M (2.6 FT) HIGHER THAN THE
 DP8855'ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8854 ***********************************************************************
 DP8854  DESIGNATION -  6Y39
 DP8854  PID         -  DP8854
 DP8854  STATE/COUNTY-  WI/MARINETTE
 DP8854  COUNTRY     -  US
 DP8854  USGS QUAD   -  WAUSAUKEE SOUTH (2018)
 DP8854
 DP8854                         *CURRENT SURVEY CONTROL
 DP8854  ______________________________________________________________________
 DP8854* NAD 83(1986) POSITION- 45 19 23.37   (N) 087 58 34.83   (W)   HD_HELD1
 DP8854* NAVD 88 ORTHO HEIGHT -   227.618 (meters)      746.78  (feet) ADJUSTED
 DP8854  ______________________________________________________________________
 DP8854  GEOID HEIGHT    -        -36.005 (meters)                     GEOID18
 DP8854  DYNAMIC HEIGHT  -        227.603 (meters)      746.73  (feet) COMP
 DP8854  MODELED GRAVITY -    980,545.5   (mgal)                       NAVD 88
 DP8854
 DP8854  VERT ORDER      -  SECOND    CLASS I
 DP8854
 DP8854.The horizontal coordinates were determined by differentially corrected
 DP8854.hand held GPS observations or other comparable positioning techniques
 DP8854.and have an estimated accuracy of +/- 3 meters.
 DP8854
 DP8854.The orthometric height was determined by differential leveling and
 DP8854.adjusted by the NATIONAL GEODETIC SURVEY
 DP8854.in February 2017.
 DP8854
 DP8854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8854.GEOID18 height accuracy estimate available here.
 DP8854
 DP8854.Click photographs - Photos may exist for this station.
 DP8854
 DP8854.The dynamic height is computed by dividing the NAVD 88
 DP8854.geopotential number by the normal gravity value computed on the
 DP8854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8854.degrees latitude (g = 980.6199 gals.).
 DP8854
 DP8854.The modeled gravity was interpolated from observed gravity values.
 DP8854
 DP8854;                    North         East    Units  Estimated Accuracy
 DP8854;SPC WI C     -   167,528.4     758,638.6     MT  (+/- 3 meters HH1 GPS) 
 DP8854
 DP8854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2348319313(NAD 83)
 DP8854
 DP8854                          SUPERSEDED SURVEY CONTROL
 DP8854
 DP8854.No superseded survey control is available for this station.
 DP8854
 DP8854_MARKER: DD = SURVEY DISK
 DP8854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8854_STAMPING: 6Y39 2007
 DP8854_MARK LOGO: WIDT
 DP8854_PROJECTION: FLUSH
 DP8854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8854+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2014
 DP8854
 DP8854  HISTORY     - Date     Condition        Report By
 DP8854  HISTORY     - 2012     MONUMENTED       WIDT
 DP8854  HISTORY     - 20141020 GOOD             WIDT
 DP8854
 DP8854                          STATION DESCRIPTION
 DP8854
 DP8854'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8854'THE STATION IS APPROXIMATELY 12.7 MI (20.4 KM) WEST OF MCALLISTER, 3.5
 DP8854'MI (5.6 KM) SOUTH-SOUTHWEST OF WAUSAUKEE AND 2.3 MI (3.7 KM) NORTHEAST
 DP8854'OF MIDDLE INLET.
 DP8854'
 DP8854'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8854'HIGHWAY X IN THE COMMUNITY OF MIDDLE INLET, GO NORTH ON US HIGHWAY 141
 DP8854'FOR 2.15 MI (3.5 KM) TO MOONSHINE HILL ROAD.  TURN RIGHT AND GO EAST
 DP8854'ON MOONSHINE HILL ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 DP8854'RIGHT.
 DP8854'
 DP8854'THE STATION IS 5.8 M (19.0 FT) SOUTH OF THE CENTERLINE OF MOONSHINE
 DP8854'HILL ROAD, 74.4 M (244.1 FT) EAST-SOUTHEAST OF A POWER POLE -3320
 DP8854'14L3-, 26.8 M (87.9 FT) SOUTHWEST OF A POWER POLE -3320 14L4-, 1.5 M
 DP8854'(4.9 FT) NORTH OF A FENCE LINE AND LOCATED BETWEEN TWO WHITE PLASTIC
 DP8854'WITNESS POSTS.
 DP8854'
 DP8854'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8854'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH-NORTHWEST
 DP8854'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8854'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8854'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8854'LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8853 ***********************************************************************
 DP8853  DESIGNATION -  6Y40
 DP8853  PID         -  DP8853
 DP8853  STATE/COUNTY-  WI/MARINETTE
 DP8853  COUNTRY     -  US
 DP8853  USGS QUAD   -  WAUSAUKEE SOUTH (2018)
 DP8853
 DP8853                         *CURRENT SURVEY CONTROL
 DP8853  ______________________________________________________________________
 DP8853* NAD 83(1986) POSITION- 45 20 23.5    (N) 087 57 58.7    (W)   HD_HELD2
 DP8853* NAVD 88 ORTHO HEIGHT -   218.608 (meters)      717.22  (feet) ADJUSTED
 DP8853  ______________________________________________________________________
 DP8853  GEOID HEIGHT    -        -35.985 (meters)                     GEOID18
 DP8853  DYNAMIC HEIGHT  -        218.594 (meters)      717.17  (feet) COMP
 DP8853  MODELED GRAVITY -    980,548.0   (mgal)                       NAVD 88
 DP8853
 DP8853  VERT ORDER      -  SECOND    CLASS I
 DP8853
 DP8853.The horizontal coordinates were established by autonomous hand held GPS
 DP8853.observations and have an estimated accuracy of +/- 10 meters.
 DP8853
 DP8853.The orthometric height was determined by differential leveling and
 DP8853.adjusted by the NATIONAL GEODETIC SURVEY
 DP8853.in February 2017.
 DP8853
 DP8853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8853.GEOID18 height accuracy estimate available here.
 DP8853
 DP8853.Click photographs - Photos may exist for this station.
 DP8853
 DP8853.The dynamic height is computed by dividing the NAVD 88
 DP8853.geopotential number by the normal gravity value computed on the
 DP8853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8853.degrees latitude (g = 980.6199 gals.).
 DP8853
 DP8853.The modeled gravity was interpolated from observed gravity values.
 DP8853
 DP8853;                    North         East    Units  Estimated Accuracy
 DP8853;SPC WI C     -   169,404.      759,379.      MT  (+/- 10 meters HH2 GPS)
 DP8853
 DP8853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2429121159(NAD 83)
 DP8853
 DP8853                          SUPERSEDED SURVEY CONTROL
 DP8853
 DP8853.No superseded survey control is available for this station.
 DP8853
 DP8853_MARKER: DD = SURVEY DISK
 DP8853_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8853_SP_SET: BRIDGE SPAN
 DP8853_STAMPING: 6Y40 2007
 DP8853_MARK LOGO: WIDT
 DP8853_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8853+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2014
 DP8853
 DP8853  HISTORY     - Date     Condition        Report By
 DP8853  HISTORY     - 2007     MONUMENTED       WIDT
 DP8853  HISTORY     - 20141020 GOOD             WIDT
 DP8853
 DP8853                          STATION DESCRIPTION
 DP8853
 DP8853'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8853'THE STATION IS APPROXIMATELY 8.5 MI (13.7 KM) SOUTHEAST OF ATHELSTANE,
 DP8853'3.5 MI (5.6 KM) NORTH-NORTHEAST OF MIDDLE INLET AND 2.3 MI (3.7 KM)
 DP8853'SOUTH-SOUTHWEST OF WAUSAUKEE.
 DP8853'
 DP8853'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE
 DP8853'HIGHWAY 180 IN THE VILLAGE OF WAUSAUKEE, GO SOUTH ON US HIGHWAY 141
 DP8853'FOR 2.0 MI (3.2 KM) TO A BRIDGE OVER UPPER MIDDLE INLET AND THE
 DP8853'STATION ON THE RIGHT.
 DP8853'
 DP8853'THE STATION IS 6.8 M (22.3 FT) WEST-NORTHWEST OF THE CENTERLINE OF US
 DP8853'HIGHWAY 141, 6.8 M (22.3 FT) SOUTH-SOUTHWEST OF A GREEN -UPPER MIDDLE
 DP8853'INLET- SIGN AND 2.8 M (9.2 FT) SOUTH-SOUTHWEST OF A WHITE PLASTIC
 DP8853'WITNESS POST.
 DP8853'
 DP8853'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8853'DEGREES ABOVE THE HORIZON.
 DP8853'
 DP8853'NOTE2-THE BRONZE SURVEY DISK WAS MISTAKENLY SET IN THE PARAPET WALL
 DP8853'OVER THE SPAN OF THE BRIDGE, ABOUT 0.2 M (0.7 FT) SOUTH OF THE
 DP8853'EXPANSION JOINT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8853'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL
 DP8853'HOLE IN THE TOP OF THE NORTH END OF THE WEST PARAPET WALL OF THE
 DP8853'BRIDGE -B-38-36-89-, ABOUT 1 M (3.3 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8852 ***********************************************************************
 DP8852  DESIGNATION -  6Y41
 DP8852  PID         -  DP8852
 DP8852  STATE/COUNTY-  WI/MARINETTE
 DP8852  COUNTRY     -  US
 DP8852  USGS QUAD   -  WAUSAUKEE SOUTH (2018)
 DP8852
 DP8852                         *CURRENT SURVEY CONTROL
 DP8852  ______________________________________________________________________
 DP8852* NAD 83(1986) POSITION- 45 20 53.0    (N) 087 57 32.1    (W)   HD_HELD2
 DP8852* NAVD 88 ORTHO HEIGHT -   223.176 (meters)      732.20  (feet) ADJUSTED
 DP8852  ______________________________________________________________________
 DP8852  GEOID HEIGHT    -        -35.979 (meters)                     GEOID18
 DP8852  DYNAMIC HEIGHT  -        223.162 (meters)      732.16  (feet) COMP
 DP8852  MODELED GRAVITY -    980,549.7   (mgal)                       NAVD 88
 DP8852
 DP8852  VERT ORDER      -  SECOND    CLASS I
 DP8852
 DP8852.The horizontal coordinates were established by autonomous hand held GPS
 DP8852.observations and have an estimated accuracy of +/- 10 meters.
 DP8852
 DP8852.The orthometric height was determined by differential leveling and
 DP8852.adjusted by the NATIONAL GEODETIC SURVEY
 DP8852.in February 2017.
 DP8852
 DP8852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8852.GEOID18 height accuracy estimate available here.
 DP8852
 DP8852.Click photographs - Photos may exist for this station.
 DP8852
 DP8852.The dynamic height is computed by dividing the NAVD 88
 DP8852.geopotential number by the normal gravity value computed on the
 DP8852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8852.degrees latitude (g = 980.6199 gals.).
 DP8852
 DP8852.The modeled gravity was interpolated from observed gravity values.
 DP8852
 DP8852;                    North         East    Units  Estimated Accuracy
 DP8852;SPC WI C     -   170,329.      759,935.      MT  (+/- 10 meters HH2 GPS)
 DP8852
 DP8852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2488122063(NAD 83)
 DP8852
 DP8852                          SUPERSEDED SURVEY CONTROL
 DP8852
 DP8852.No superseded survey control is available for this station.
 DP8852
 DP8852_MARKER: DD = SURVEY DISK
 DP8852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8852_STAMPING: 6Y41 2007
 DP8852_MARK LOGO: WIDT
 DP8852_PROJECTION: FLUSH
 DP8852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8852+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2014
 DP8852
 DP8852  HISTORY     - Date     Condition        Report By
 DP8852  HISTORY     - 2012     MONUMENTED       WIDT
 DP8852  HISTORY     - 20141020 GOOD             WIDT
 DP8852
 DP8852                          STATION DESCRIPTION
 DP8852
 DP8852'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8852'THE STATION IS APPROXIMATELY 11.9 MI (19.1 KM) WEST-NORTHWEST OF
 DP8852'MCALLISTER, 4.0 MI (6.4 KM) NORTHEAST OF MIDDLE INLET AND 1.7 MI (2.7
 DP8852'KM) SOUTH-SOUTHWEST OF WAUSAUKEE.
 DP8852'
 DP8852'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE
 DP8852'HIGHWAY 180 IN THE VILLAGE OF WAUSAUKEE, GO SOUTH ON US HIGHWAY 141
 DP8852'FOR 1.25 MI (2.0 KM) TO MCMAHON ROAD ON THE LEFT.  CONTINUE SOUTHWEST
 DP8852'ON US HIGHWAY 141 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DP8852'
 DP8852'THE STATION IS 19.8 M (65.0 FT) SOUTHEAST OF THE CENTERLINE OF US
 DP8852'HIGHWAY 141, 67 M (219.8 FT) SOUTHWEST OF THE CENTER OF A GRAVEL
 DP8852'DRIVEWAY, 48.8 M (160.1 FT) WEST OF A POWER POLE -3320 11E23-, 40.4 M
 DP8852'(132.5 FT) SOUTHWEST OF A YELLOW FIBERGLASS MARKER POST AND LOCATED
 DP8852'BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8852'
 DP8852'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8852'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8852'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8852'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 1 M (3.3
 DP8852'FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8849 ***********************************************************************
 DP8849  DESIGNATION -  6Y42
 DP8849  PID         -  DP8849
 DP8849  STATE/COUNTY-  WI/MARINETTE
 DP8849  COUNTRY     -  US
 DP8849  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 DP8849
 DP8849                         *CURRENT SURVEY CONTROL
 DP8849  ______________________________________________________________________
 DP8849* NAD 83(1986) POSITION- 45 23 12.42   (N) 087 57 32.73   (W)   HD_HELD1
 DP8849* NAVD 88 ORTHO HEIGHT -   230.418 (meters)      755.96  (feet) ADJUSTED
 DP8849  ______________________________________________________________________
 DP8849  GEOID HEIGHT    -        -35.878 (meters)                     GEOID18
 DP8849  DYNAMIC HEIGHT  -        230.405 (meters)      755.92  (feet) COMP
 DP8849  MODELED GRAVITY -    980,556.2   (mgal)                       NAVD 88
 DP8849
 DP8849  VERT ORDER      -  SECOND    CLASS I
 DP8849
 DP8849.The horizontal coordinates were determined by differentially corrected
 DP8849.hand held GPS observations or other comparable positioning techniques
 DP8849.and have an estimated accuracy of +/- 3 meters.
 DP8849
 DP8849.The orthometric height was determined by differential leveling and
 DP8849.adjusted by the NATIONAL GEODETIC SURVEY
 DP8849.in February 2017.
 DP8849
 DP8849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8849.GEOID18 height accuracy estimate available here.
 DP8849
 DP8849.Click photographs - Photos may exist for this station.
 DP8849
 DP8849.The dynamic height is computed by dividing the NAVD 88
 DP8849.geopotential number by the normal gravity value computed on the
 DP8849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8849.degrees latitude (g = 980.6199 gals.).
 DP8849
 DP8849.The modeled gravity was interpolated from observed gravity values.
 DP8849
 DP8849;                    North         East    Units  Estimated Accuracy
 DP8849;SPC WI C     -   174,631.1     759,812.9     MT  (+/- 3 meters HH1 GPS) 
 DP8849
 DP8849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2491926365(NAD 83)
 DP8849
 DP8849                          SUPERSEDED SURVEY CONTROL
 DP8849
 DP8849.No superseded survey control is available for this station.
 DP8849
 DP8849_MARKER: DD = SURVEY DISK
 DP8849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8849_STAMPING: 6Y42 2007
 DP8849_MARK LOGO: WIDT
 DP8849_PROJECTION: FLUSH
 DP8849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8849+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2014
 DP8849
 DP8849  HISTORY     - Date     Condition        Report By
 DP8849  HISTORY     - 2012     MONUMENTED       WIDT
 DP8849  HISTORY     - 20141028 GOOD             WIDT
 DP8849
 DP8849                          STATION DESCRIPTION
 DP8849
 DP8849'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8849'THE STATION IS APPROXIMATELY 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF
 DP8849'AMBERG, 7.1 MI (11.4 KM) EAST-SOUTHEAST OF ATHELSTANE AND 0.6 MI (1.0
 DP8849'KM) NORTH-NORTHWEST OF WAUSAUKEE.
 DP8849'
 DP8849'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8849'HIGHWAY C IN THE VILLAGE OF WAUSAUKEE, GO NORTH ON US HIGHWAY 141 FOR
 DP8849'0.5 MI (0.8 KM) TO THE TOWN OF WAUSAUKEE MUNICIPAL BUILDING ON THE
 DP8849'RIGHT AND THE STATION ON THE RIGHT.
 DP8849'
 DP8849'THE STATION IS 14.8 M (48.6 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DP8849'141, 42 M (137.8 FT) SOUTH OF THE CENTER OF A DRIVEWAY -N11856-, 10.8
 DP8849'M (35.4 FT) WEST OF THE WEST EDGE OF PAVEMENT FOR A PARKING LOT, 6.0 M
 DP8849'(19.7 FT) WEST OF A PLASTIC FIBER OPTIC MARKER POST AND 0.3 M (1.0 FT)
 DP8849'WEST OF A WHITE PLASTIC WITNESS POST.
 DP8849'
 DP8849'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8849'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8849'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8849'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M
 DP8849'(1.6 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8848 ***********************************************************************
 DP8848  DESIGNATION -  6Y43
 DP8848  PID         -  DP8848
 DP8848  STATE/COUNTY-  WI/MARINETTE
 DP8848  COUNTRY     -  US
 DP8848  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 DP8848
 DP8848                         *CURRENT SURVEY CONTROL
 DP8848  ______________________________________________________________________
 DP8848* NAD 83(1986) POSITION- 45 23 46.81   (N) 087 57 53.47   (W)   HD_HELD1
 DP8848* NAVD 88 ORTHO HEIGHT -   237.289 (meters)      778.51  (feet) ADJUSTED
 DP8848  ______________________________________________________________________
 DP8848  GEOID HEIGHT    -        -35.843 (meters)                     GEOID18
 DP8848  DYNAMIC HEIGHT  -        237.276 (meters)      778.46  (feet) COMP
 DP8848  MODELED GRAVITY -    980,556.4   (mgal)                       NAVD 88
 DP8848
 DP8848  VERT ORDER      -  SECOND    CLASS I
 DP8848
 DP8848.The horizontal coordinates were determined by differentially corrected
 DP8848.hand held GPS observations or other comparable positioning techniques
 DP8848.and have an estimated accuracy of +/- 3 meters.
 DP8848
 DP8848.The orthometric height was determined by differential leveling and
 DP8848.adjusted by the NATIONAL GEODETIC SURVEY
 DP8848.in February 2017.
 DP8848
 DP8848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8848.GEOID18 height accuracy estimate available here.
 DP8848
 DP8848.Click photographs - Photos may exist for this station.
 DP8848
 DP8848.The dynamic height is computed by dividing the NAVD 88
 DP8848.geopotential number by the normal gravity value computed on the
 DP8848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8848.degrees latitude (g = 980.6199 gals.).
 DP8848
 DP8848.The modeled gravity was interpolated from observed gravity values.
 DP8848
 DP8848;                    North         East    Units  Estimated Accuracy
 DP8848;SPC WI C     -   175,681.1     759,335.2     MT  (+/- 3 meters HH1 GPS) 
 DP8848
 DP8848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2448027432(NAD 83)
 DP8848
 DP8848                          SUPERSEDED SURVEY CONTROL
 DP8848
 DP8848.No superseded survey control is available for this station.
 DP8848
 DP8848_MARKER: DD = SURVEY DISK
 DP8848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8848_STAMPING: 6Y43 2007
 DP8848_MARK LOGO: WIDT
 DP8848_PROJECTION: FLUSH
 DP8848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8848+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2014
 DP8848
 DP8848  HISTORY     - Date     Condition        Report By
 DP8848  HISTORY     - 2012     MONUMENTED       WIDT
 DP8848  HISTORY     - 20141028 GOOD             WIDT
 DP8848
 DP8848                          STATION DESCRIPTION
 DP8848
 DP8848'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8848'THE STATION IS APPROXIMATELY 7.3 MI (11.7 KM) SOUTH OF AMBERG, 6.5 MI
 DP8848'(10.5 KM) EAST-SOUTHEAST OF ATHELSTANE AND 1.6 MI (2.6 KM)
 DP8848'NORTH-NORTHWEST OF WAUSAUKEE.
 DP8848'
 DP8848'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8848'HIGHWAY C IN THE VILLAGE OF WAUSAUKEE, GO NORTH ON US HIGHWAY 141 FOR
 DP8848'1.2 MI (1.9 KM) TO STEVENSON ROAD ON THE RIGHT AND THE STATION ON THE
 DP8848'RIGHT.
 DP8848'
 DP8848'THE STATION IS 27.9 M (91.5 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DP8848'141, 13.7 M (44.9 FT) NORTH OF THE CENTERLINE OF STEVENSON ROAD, 29.2
 DP8848'M (95.8 FT) NORTHWEST OF A POWER POLE -3420 26E19-, 15 M (49.2 FT)
 DP8848'WEST OF THE CENTER OF A DRIVEWAY -W7390-, 11.0 M (36.1 FT) SOUTHEAST
 DP8848'OF A UTILITY JUNCTION BOX AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8848'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8848'
 DP8848'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8848'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8848'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8848'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8848'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8847 ***********************************************************************
 DP8847  DESIGNATION -  6Y44
 DP8847  PID         -  DP8847
 DP8847  STATE/COUNTY-  WI/MARINETTE
 DP8847  COUNTRY     -  US
 DP8847  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 DP8847
 DP8847                         *CURRENT SURVEY CONTROL
 DP8847  ______________________________________________________________________
 DP8847* NAD 83(1986) POSITION- 45 25 20.2    (N) 087 58 42.4    (W)   HD_HELD2
 DP8847* NAVD 88 ORTHO HEIGHT -   265.274 (meters)      870.32  (feet) ADJUSTED
 DP8847  ______________________________________________________________________
 DP8847  GEOID HEIGHT    -        -35.763 (meters)                     GEOID18
 DP8847  DYNAMIC HEIGHT  -        265.259 (meters)      870.27  (feet) COMP
 DP8847  MODELED GRAVITY -    980,555.0   (mgal)                       NAVD 88
 DP8847
 DP8847  VERT ORDER      -  SECOND    CLASS I
 DP8847
 DP8847.The horizontal coordinates were established by autonomous hand held GPS
 DP8847.observations and have an estimated accuracy of +/- 10 meters.
 DP8847
 DP8847.The orthometric height was determined by differential leveling and
 DP8847.adjusted by the NATIONAL GEODETIC SURVEY
 DP8847.in February 2017.
 DP8847
 DP8847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8847.GEOID18 height accuracy estimate available here.
 DP8847
 DP8847.Click photographs - Photos may exist for this station.
 DP8847
 DP8847.The dynamic height is computed by dividing the NAVD 88
 DP8847.geopotential number by the normal gravity value computed on the
 DP8847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8847.degrees latitude (g = 980.6199 gals.).
 DP8847
 DP8847.The modeled gravity was interpolated from observed gravity values.
 DP8847
 DP8847;                    North         East    Units  Estimated Accuracy
 DP8847;SPC WI C     -   178,537.      758,200.      MT  (+/- 10 meters HH2 GPS)
 DP8847
 DP8847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2345230327(NAD 83)
 DP8847
 DP8847                          SUPERSEDED SURVEY CONTROL
 DP8847
 DP8847.No superseded survey control is available for this station.
 DP8847
 DP8847_MARKER: DD = SURVEY DISK
 DP8847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8847_STAMPING: 6Y44 2007
 DP8847_MARK LOGO: WIDT
 DP8847_PROJECTION: FLUSH
 DP8847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8847+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2014
 DP8847
 DP8847  HISTORY     - Date     Condition        Report By
 DP8847  HISTORY     - 2012     MONUMENTED       WIDT
 DP8847  HISTORY     - 20141018 GOOD             WIDT
 DP8847
 DP8847                          STATION DESCRIPTION
 DP8847
 DP8847'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8847'THE STATION IS APPROXIMATELY 5.7 MI (9.2 KM) EAST OF ATHELSTANE, 5.6
 DP8847'MI (9.0 KM) SOUTH-SOUTHEAST OF AMBERG AND 3.7 MI (6.0 KM)
 DP8847'NORTH-NORTHWEST OF WAUSAUKEE.
 DP8847'
 DP8847'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8847'HIGHWAY C IN THE VILLAGE OF WAUSAUKEE, GO NORTH ON US HIGHWAY 141 FOR
 DP8847'3.1 MI (5.0 KM) TO A HISTORICAL MARKER AND SCENIC OVERLOOK ON THE LEFT
 DP8847'AND THE STATION ON THE LEFT.
 DP8847'
 DP8847'THE STATION IS 14.8 M (48.6 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DP8847'141, 41 M (134.5 FT) SOUTH OF THE CENTER OF THE NORTHERN-MOST DRIVEWAY
 DP8847'ENTRANCE FOR THE PARKING AREA, 25.1 M (82.3 FT) EAST-SOUTHEAST OF THE
 DP8847'HISTORICAL MARKER SIGN -MARINETTE COUNTY FORESTS-, 1.6 M (5.2 FT) EAST
 DP8847'OF THE EAST EDGE OF PAVEMENT FOR THE PARKING AREA AND 0.5 M (1.6 FT)
 DP8847'EAST OF A WHITE PLASTIC WITNESS POST.
 DP8847'
 DP8847'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8847'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8847'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8847'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8847'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8846 ***********************************************************************
 DP8846  DESIGNATION -  6Y45
 DP8846  PID         -  DP8846
 DP8846  STATE/COUNTY-  WI/MARINETTE
 DP8846  COUNTRY     -  US
 DP8846  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 DP8846
 DP8846                         *CURRENT SURVEY CONTROL
 DP8846  ______________________________________________________________________
 DP8846* NAD 83(1986) POSITION- 45 26 18.6    (N) 087 58 32.3    (W)   HD_HELD2
 DP8846* NAVD 88 ORTHO HEIGHT -   256.005 (meters)      839.91  (feet) ADJUSTED
 DP8846  ______________________________________________________________________
 DP8846  GEOID HEIGHT    -        -35.738 (meters)                     GEOID18
 DP8846  DYNAMIC HEIGHT  -        255.991 (meters)      839.86  (feet) COMP
 DP8846  MODELED GRAVITY -    980,554.3   (mgal)                       NAVD 88
 DP8846
 DP8846  VERT ORDER      -  SECOND    CLASS I
 DP8846
 DP8846.The horizontal coordinates were established by autonomous hand held GPS
 DP8846.observations and have an estimated accuracy of +/- 10 meters.
 DP8846
 DP8846.The orthometric height was determined by differential leveling and
 DP8846.adjusted by the NATIONAL GEODETIC SURVEY
 DP8846.in February 2017.
 DP8846
 DP8846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8846.GEOID18 height accuracy estimate available here.
 DP8846
 DP8846.Click photographs - Photos may exist for this station.
 DP8846
 DP8846.The dynamic height is computed by dividing the NAVD 88
 DP8846.geopotential number by the normal gravity value computed on the
 DP8846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8846.degrees latitude (g = 980.6199 gals.).
 DP8846
 DP8846.The modeled gravity was interpolated from observed gravity values.
 DP8846
 DP8846;                    North         East    Units  Estimated Accuracy
 DP8846;SPC WI C     -   180,345.      758,374.      MT  (+/- 10 meters HH2 GPS)
 DP8846
 DP8846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2369332126(NAD 83)
 DP8846
 DP8846                          SUPERSEDED SURVEY CONTROL
 DP8846
 DP8846.No superseded survey control is available for this station.
 DP8846
 DP8846_MARKER: DD = SURVEY DISK
 DP8846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8846_STAMPING: 6Y45 2007
 DP8846_MARK LOGO: WIDT
 DP8846_PROJECTION: FLUSH
 DP8846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8846+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2014
 DP8846
 DP8846  HISTORY     - Date     Condition        Report By
 DP8846  HISTORY     - 2012     MONUMENTED       WIDT
 DP8846  HISTORY     - 20141018 GOOD             WIDT
 DP8846
 DP8846                          STATION DESCRIPTION
 DP8846
 DP8846'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8846'THE STATION IS APPROXIMATELY 5.9 MI (9.5 KM) EAST-NORTHEAST OF
 DP8846'ATHELSTANE, 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF AMBERG AND 4.5 MI (7.2
 DP8846'KM) NORTH-NORTHWEST OF WAUSAUKEE.
 DP8846'
 DP8846'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8846'HIGHWAY C IN THE VILLAGE OF WAUSAUKEE, GO NORTH ON US HIGHWAY 141 FOR
 DP8846'3.8 MI (6.1 KM) TO BURDELL ROAD ON THE LEFT AND REYNOLDS ROAD ON THE
 DP8846'RIGHT.  CONTINUE NORTH ON US HIGHWAY 141 FOR 0.45 MI (0.7 KM) TO A
 DP8846'FIELD ENTRANCE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8846'
 DP8846'THE STATION IS 12.1 M (39.7 FT) EAST OF THE EAST EDGE OF PAVEMENT OF
 DP8846'US HIGHWAY 141, ABOUT 135 M (442.9 FT) SOUTH OF FELLER ROAD, 23.2 M
 DP8846'(76.1 FT) SOUTH-SOUTHEAST OF A STEEL FIBER OPTIC MARKER SIGN, 19.8 M
 DP8846'(65.0 FT) NORTH-NORTHWEST OF A UTILITY JUNCTION BOX -110950-, 7.8 M
 DP8846'(25.6 FT) SOUTH OF THE CENTER OF A GRAVEL FIELD ENTRANCE AND LOCATED
 DP8846'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP8846'POSTS.
 DP8846'
 DP8846'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8846'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES TO THE EAST EXTENDING
 DP8846'TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8846'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8846'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8846'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8844 ***********************************************************************
 DP8844  DESIGNATION -  6Y46
 DP8844  PID         -  DP8844
 DP8844  STATE/COUNTY-  WI/MARINETTE
 DP8844  COUNTRY     -  US
 DP8844  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 DP8844
 DP8844                         *CURRENT SURVEY CONTROL
 DP8844  ______________________________________________________________________
 DP8844* NAD 83(1986) POSITION- 45 29 00.3    (N) 087 59 12.1    (W)   HD_HELD2
 DP8844* NAVD 88 ORTHO HEIGHT -   271.561 (meters)      890.95  (feet) ADJUSTED
 DP8844  ______________________________________________________________________
 DP8844  GEOID HEIGHT    -        -35.634 (meters)                     GEOID18
 DP8844  DYNAMIC HEIGHT  -        271.545 (meters)      890.89  (feet) COMP
 DP8844  MODELED GRAVITY -    980,549.6   (mgal)                       NAVD 88
 DP8844
 DP8844  VERT ORDER      -  SECOND    CLASS I
 DP8844
 DP8844.The horizontal coordinates were established by autonomous hand held GPS
 DP8844.observations and have an estimated accuracy of +/- 10 meters.
 DP8844
 DP8844.The orthometric height was determined by differential leveling and
 DP8844.adjusted by the NATIONAL GEODETIC SURVEY
 DP8844.in February 2017.
 DP8844
 DP8844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8844.GEOID18 height accuracy estimate available here.
 DP8844
 DP8844.Click photographs - Photos may exist for this station.
 DP8844
 DP8844.The dynamic height is computed by dividing the NAVD 88
 DP8844.geopotential number by the normal gravity value computed on the
 DP8844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8844.degrees latitude (g = 980.6199 gals.).
 DP8844
 DP8844.The modeled gravity was interpolated from observed gravity values.
 DP8844
 DP8844;                    North         East    Units  Estimated Accuracy
 DP8844;SPC WI C     -   185,314.      757,386.      MT  (+/- 10 meters HH2 GPS)
 DP8844
 DP8844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2289037127(NAD 83)
 DP8844
 DP8844                          SUPERSEDED SURVEY CONTROL
 DP8844
 DP8844.No superseded survey control is available for this station.
 DP8844
 DP8844_MARKER: DD = SURVEY DISK
 DP8844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8844_STAMPING: 6Y46 2007
 DP8844_MARK LOGO: WIDT
 DP8844_PROJECTION: FLUSH
 DP8844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8844+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2014
 DP8844
 DP8844  HISTORY     - Date     Condition        Report By
 DP8844  HISTORY     - 2012     MONUMENTED       WIDT
 DP8844  HISTORY     - 20141018 GOOD             WIDT
 DP8844
 DP8844                          STATION DESCRIPTION
 DP8844
 DP8844'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8844'THE STATION IS APPROXIMATELY 7.7 MI (12.4 KM) NORTH OF WAUSAUKEE, 6.7
 DP8844'MI (10.8 KM) NORTHEAST OF ATHELSTANE AND 1.4 MI (2.3 KM)
 DP8844'SOUTH-SOUTHEAST OF AMBERG.
 DP8844'
 DP8844'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8844'HIGHWAY K JUST SOUTH OF THE COMMUNITY OF AMBERG, GO SOUTH ON US
 DP8844'HIGHWAY 141 FOR 0.6 MI (1.0 KM) TO BERGESON LANE ON THE LEFT.
 DP8844'CONTINUE SOUTH ON US HIGHWAY 141 FOR 0.2 MI (0.3 KM) TO THE STATION ON
 DP8844'THE RIGHT.
 DP8844'
 DP8844'THE STATION IS 9.9 M (32.5 FT) WEST OF THE WEST EDGE OF PAVEMENT OF US
 DP8844'HIGHWAY 141, 68 M (223.1 FT) SOUTH OF THE EXTENDED CENTER OF A
 DP8844'DRIVEWAY - N14540-, 39.1 M (128.3 FT) SOUTH OF A POWER POLE -3520
 DP8844'22L22-, 19.5 M (64.0 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND
 DP8844'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8844'WITNESS POSTS.
 DP8844'
 DP8844'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8844'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8844'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8844'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M
 DP8844'(1.6 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2548 ***********************************************************************
 DQ2548  DESIGNATION -  6Y90
 DQ2548  PID         -  DQ2548
 DQ2548  STATE/COUNTY-  WI/MARINETTE
 DQ2548  COUNTRY     -  US
 DQ2548  USGS QUAD   -  MARINETTE WEST (2018)
 DQ2548
 DQ2548                         *CURRENT SURVEY CONTROL
 DQ2548  ______________________________________________________________________
 DQ2548* NAD 83(1986) POSITION- 45 07 18.54   (N) 087 40 58.92   (W)   HD_HELD1
 DQ2548* NAVD 88 ORTHO HEIGHT -   189.042 (meters)      620.22  (feet) ADJUSTED
 DQ2548  ______________________________________________________________________
 DQ2548  GEOID HEIGHT    -        -36.869 (meters)                     GEOID18
 DQ2548  DYNAMIC HEIGHT  -        189.024 (meters)      620.16  (feet) COMP
 DQ2548  MODELED GRAVITY -    980,519.9   (mgal)                       NAVD 88
 DQ2548
 DQ2548  VERT ORDER      -  SECOND    CLASS I
 DQ2548
 DQ2548.The horizontal coordinates were determined by differentially corrected
 DQ2548.hand held GPS observations or other comparable positioning techniques
 DQ2548.and have an estimated accuracy of +/- 3 meters.
 DQ2548
 DQ2548.The orthometric height was determined by differential leveling and
 DQ2548.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2548.in February 2017.
 DQ2548
 DQ2548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2548.GEOID18 height accuracy estimate available here.
 DQ2548
 DQ2548.Click photographs - Photos may exist for this station.
 DQ2548
 DQ2548.The dynamic height is computed by dividing the NAVD 88
 DQ2548.geopotential number by the normal gravity value computed on the
 DQ2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2548.degrees latitude (g = 980.6199 gals.).
 DQ2548
 DQ2548.The modeled gravity was interpolated from observed gravity values.
 DQ2548
 DQ2548;                    North         East    Units  Estimated Accuracy
 DQ2548;SPC WI C     -   145,776.6     782,264.1     MT  (+/- 3 meters HH1 GPS) 
 DQ2548
 DQ2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4628096709(NAD 83)
 DQ2548
 DQ2548                          SUPERSEDED SURVEY CONTROL
 DQ2548
 DQ2548.No superseded survey control is available for this station.
 DQ2548
 DQ2548_MARKER: F = FLANGE-ENCASED ROD
 DQ2548_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ2548+WITH SETTING: INFORMATION.
 DQ2548_STAMPING: 6Y90 2015
 DQ2548_MARK LOGO: WIDT
 DQ2548_PROJECTION: FLUSH
 DQ2548_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ2548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2548+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 DQ2548_ROD/PIPE-DEPTH: 2.4 meters
 DQ2548_SLEEVE-DEPTH  : 0.6 meters
 DQ2548
 DQ2548  HISTORY     - Date     Condition        Report By
 DQ2548  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2548  HISTORY     - 20150811 GOOD             WIDT
 DQ2548
 DQ2548                          STATION DESCRIPTION
 DQ2548
 DQ2548'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2548'THE STATION IS 17 MI (27.4 KM) EAST-NORTHEAST OF COLEMAN, 17 MI (27.4
 DQ2548'KM) SOUTHEAST OF CRIVITZ, AND 5 MI (8.0 KM) NORTHEAST OF PESHTIGO.
 DQ2548'
 DQ2548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DQ2548'HIGHWAY 180, ON THE WEST SIDE OF THE CITY OF MARINETTE, GO NORTH ON
 DQ2548'STATE HIGHWAY 180 FOR 1.95 MI (3.1 KM) TO SEQUIN ROAD ON THE LEFT,
 DQ2548'CONTINUE NORTH ON STATE HIGHWAY 180 FOR APPROXIMATELY 200 FT (61.0 M)
 DQ2548'TO THE STATION ON THE RIGHT.
 DQ2548'
 DQ2548'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ2548'SLEEVE, DRIVEN 2.4 M (7.9 FT) TO REFUSAL, FLUSH WITH THE GROUND AND
 DQ2548'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.9 M (39.0
 DQ2548'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 180, 28 M (91.9 FT) NORTH
 DQ2548'OF THE CENTER OF A FIELD ENTRANCE, ABOUT 4 M (13.1 FT) SOUTH OF A
 DQ2548'CLUSTER OF PINE TREES, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DQ2548'BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2548'
 DQ2548'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH EXTENDING TO 40
 DQ2548'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2549 ***********************************************************************
 DQ2549  DESIGNATION -  6Y91
 DQ2549  PID         -  DQ2549
 DQ2549  STATE/COUNTY-  WI/MARINETTE
 DQ2549  COUNTRY     -  US
 DQ2549  USGS QUAD   -  CHAPPEE RAPIDS (2017)
 DQ2549
 DQ2549                         *CURRENT SURVEY CONTROL
 DQ2549  ______________________________________________________________________
 DQ2549* NAD 83(2011) POSITION- 45 08 37.19010(N) 087 41 43.67968(W)   ADJUSTED
 DQ2549* NAD 83(2011) ELLIP HT-   153.195 (meters)        (04/14/17)   ADJUSTED
 DQ2549* NAD 83(2011) EPOCH   -  2010.00
 DQ2549* NAVD 88 ORTHO HEIGHT -   190.040 (meters)      623.49  (feet) ADJUSTED
 DQ2549  ______________________________________________________________________
 DQ2549  GEOID HEIGHT    -        -36.842 (meters)                     GEOID18
 DQ2549  NAD 83(2011) X  -    181,205.991 (meters)                     COMP
 DQ2549  NAD 83(2011) Y  - -4,502,750.547 (meters)                     COMP
 DQ2549  NAD 83(2011) Z  -  4,498,732.385 (meters)                     COMP
 DQ2549  LAPLACE CORR    -         -5.28  (seconds)                    DEFLEC18
 DQ2549  DYNAMIC HEIGHT  -        190.022 (meters)      623.43  (feet) COMP
 DQ2549  MODELED GRAVITY -    980,521.0   (mgal)                       NAVD 88
 DQ2549
 DQ2549  VERT ORDER      -  SECOND    CLASS I
 DQ2549
 DQ2549  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2549  Standards:
 DQ2549         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2549            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2549  -------------------------------------------------------------------
 DQ2549  NETWORK    0.42   0.43           0.19   0.15   0.22     -0.04389125
 DQ2549  -------------------------------------------------------------------
 DQ2549  Click here for local accuracies and other accuracy information.
 DQ2549
 DQ2549.The horizontal coordinates were established by GPS observations
 DQ2549.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2549
 DQ2549.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2549.been affixed to the stable North American tectonic plate. See 
 DQ2549.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2549
 DQ2549.The horizontal coordinates are valid at the epoch date displayed above
 DQ2549.which is a decimal equivalence of Year/Month/Day.
 DQ2549
 DQ2549.The orthometric height was determined by differential leveling and
 DQ2549.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2549.in February 2017.
 DQ2549
 DQ2549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2549.GEOID18 height accuracy estimate available here.
 DQ2549
 DQ2549.Click photographs - Photos may exist for this station.
 DQ2549
 DQ2549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2549
 DQ2549.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2549
 DQ2549.The ellipsoidal height was determined by GPS observations
 DQ2549.and is referenced to NAD 83.
 DQ2549
 DQ2549.The dynamic height is computed by dividing the NAVD 88
 DQ2549.geopotential number by the normal gravity value computed on the
 DQ2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2549.degrees latitude (g = 980.6199 gals.).
 DQ2549
 DQ2549.The modeled gravity was interpolated from observed gravity values.
 DQ2549
 DQ2549. The following values were computed from the NAD 83(2011) position.
 DQ2549
 DQ2549;                    North         East     Units Scale Factor Converg.
 DQ2549;SPC WI C     -   148,175.694   781,217.410   MT  0.99995158   +1 37 33.7
 DQ2549;SPC WI C     -   486,139.76  2,563,044.12   sFT  0.99995158   +1 37 33.7
 DQ2549;UTM  16      - 4,999,145.078   445,323.751   MT  0.99963676   -0 29 34.8
 DQ2549
 DQ2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2549!SPC WI C     -   0.99997598  x   0.99995158  =   0.99992756
 DQ2549!UTM  16      -   0.99997598  x   0.99963676  =   0.99961275
 DQ2549
 DQ2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4532399145(NAD 83)
 DQ2549
 DQ2549                          SUPERSEDED SURVEY CONTROL
 DQ2549
 DQ2549.No superseded survey control is available for this station.
 DQ2549
 DQ2549_MARKER: F = FLANGE-ENCASED ROD
 DQ2549_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ2549_STAMPING: 6Y91 2015
 DQ2549_MARK LOGO: WIDT
 DQ2549_PROJECTION: FLUSH
 DQ2549_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ2549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2549+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 DQ2549_ROD/PIPE-DEPTH: 5.1 meters
 DQ2549_SLEEVE-DEPTH  : 0.6 meters
 DQ2549
 DQ2549  HISTORY     - Date     Condition        Report By
 DQ2549  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2549  HISTORY     - 20150811 GOOD             WIDT
 DQ2549
 DQ2549                          STATION DESCRIPTION
 DQ2549
 DQ2549'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2549'THE STATION IS 17 MI (27.4 KM) NORTHEAST OF COLEMAN, 16 MI (25.7 KM)
 DQ2549'SOUTHEAST OF CRIVITZ, AND 6 MI (9.7 KM) NORTH-NORTHEAST OF PESHTIGO.
 DQ2549'
 DQ2549'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2549'COUNTY HIGHWAY G ABOUT 7 MI (11.3 KM) NORTHWEST OF THE CITY OF
 DQ2549'MARINETTE, GO SOUTHEAST ON STATE HIGHWAY 180 FOR 1.65 MI (2.7 KM) TO
 DQ2549'WOODVIEW LANE ON THE RIGHT, CONTINUE SOUTHEAST ON STATE HIGHWAY 180
 DQ2549'FOR 1.65 MI (2.7 KM) TO THE STATION ON THE LEFT.
 DQ2549'
 DQ2549'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ2549'SLEEVE, DRIVEN 5.1 M (16.7 FT) TO REFUSAL, FLUSH WITH THE GROUND AND
 DQ2549'ABOUT 1 M (3.3 FT) LOWER THAN THE ROAD GRADE.  THE STATION IS 13.6 M
 DQ2549'(44.6 FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 180, DIRECTLY
 DQ2549'OPPOSITE OF THE EXTENDED CENTER OF A DRIVEWAY -N5117-, AND LOCATED IN
 DQ2549'THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 PLASTIC GUARD
 DQ2549'POSTS.
 DQ2549'
 DQ2549'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE WEST AND SOUTHWEST
 DQ2549'EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND TREES TO THE NORTH
 DQ2549'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2553 ***********************************************************************
 DQ2553  DESIGNATION -  6Y92
 DQ2553  PID         -  DQ2553
 DQ2553  STATE/COUNTY-  WI/MARINETTE
 DQ2553  COUNTRY     -  US
 DQ2553  USGS QUAD   -  CHAPPEE RAPIDS (2017)
 DQ2553
 DQ2553                         *CURRENT SURVEY CONTROL
 DQ2553  ______________________________________________________________________
 DQ2553* NAD 83(1986) POSITION- 45 09 34.2    (N) 087 43 14.9    (W)   HD_HELD2
 DQ2553* NAVD 88 ORTHO HEIGHT -   191.779 (meters)      629.19  (feet) ADJUSTED
 DQ2553  ______________________________________________________________________
 DQ2553  GEOID HEIGHT    -        -36.784 (meters)                     GEOID18
 DQ2553  DYNAMIC HEIGHT  -        191.762 (meters)      629.14  (feet) COMP
 DQ2553  MODELED GRAVITY -    980,522.7   (mgal)                       NAVD 88
 DQ2553
 DQ2553  VERT ORDER      -  SECOND    CLASS I
 DQ2553
 DQ2553.The horizontal coordinates were established by autonomous hand held GPS
 DQ2553.observations and have an estimated accuracy of +/- 10 meters.
 DQ2553
 DQ2553.The orthometric height was determined by differential leveling and
 DQ2553.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2553.in February 2017.
 DQ2553
 DQ2553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2553.GEOID18 height accuracy estimate available here.
 DQ2553
 DQ2553.Click photographs - Photos may exist for this station.
 DQ2553
 DQ2553.The dynamic height is computed by dividing the NAVD 88
 DQ2553.geopotential number by the normal gravity value computed on the
 DQ2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2553.degrees latitude (g = 980.6199 gals.).
 DQ2553
 DQ2553.The modeled gravity was interpolated from observed gravity values.
 DQ2553
 DQ2553;                    North         East    Units  Estimated Accuracy
 DQ2553;SPC WI C     -   149,879.      779,176.      MT  (+/- 10 meters HH2 GPS)
 DQ2553
 DQ2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4334700921(NAD 83)
 DQ2553
 DQ2553                          SUPERSEDED SURVEY CONTROL
 DQ2553
 DQ2553.No superseded survey control is available for this station.
 DQ2553
 DQ2553_MARKER: F = FLANGE-ENCASED ROD
 DQ2553_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ2553_STAMPING: 6Y92 2015
 DQ2553_MARK LOGO: WIDT
 DQ2553_PROJECTION: FLUSH
 DQ2553_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ2553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2553+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 DQ2553_ROD/PIPE-DEPTH: 10.1 meters
 DQ2553_SLEEVE-DEPTH  : 0.6 meters
 DQ2553
 DQ2553  HISTORY     - Date     Condition        Report By
 DQ2553  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2553  HISTORY     - 20150811 GOOD             WIDT
 DQ2553
 DQ2553                          STATION DESCRIPTION
 DQ2553
 DQ2553'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2553'THE STATION IS 16 MI (25.7 KM) NORTHEAST OF COLEMAN, 14 MI (22.5 KM)
 DQ2553'SOUTHEAST OF CRIVITZ, AND 7 MI (11.3 KM) NORTH OF PESHTIGO.
 DQ2553'
 DQ2553'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 180 WITH
 DQ2553'COUNTY HIGHWAY G ABOUT 7 MI (11.3 KM) NORTHWEST OF THE CITY OF
 DQ2553'MARINETTE, GO SOUTHEAST ON STATE HIGHWAY 180 FOR 1.65 MI (2.7 KM) TO
 DQ2553'WOODVIEW LANE ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST ON WOODVIEW
 DQ2553'LANE FOR ABOUT 125 FT (38.1 M) TO THE STATION ON THE RIGHT.
 DQ2553'
 DQ2553'THE STATION IS A CENTER-PUNCHED STAINLESS STEEL ROD IN A GREASED
 DQ2553'SLEEVE, DRIVEN 10.1 M (33.1 FT) TO REFUSAL, FLUSH WITH THE GROUND AND
 DQ2553'ABOUT LEVEL WITH THE ROAD GRADE.  THE STATION IS 6.3 M (20.7 FT)
 DQ2553'NORTHWEST OF THE CENTERLINE OF WOODVIEW LANE, 26 M (85.3 FT) NORTHEAST
 DQ2553'OF THE CENTER OF AN ASPHALT DRIVEWAY -W2518-, 15.9 M (52.2 FT) NORTH
 DQ2553'OF AN ELECTRIC POWER PEDESTAL, 9 M (29.5 FT) SOUTHWEST OF THE EXTENDED
 DQ2553'CENTER OF A DRIVEWAY -W2509-, 8.5 M (27.9 FT) SOUTH-SOUTHWEST OF A
 DQ2553'METAL POST FOR A FIRE NUMBER SIGN -W2518-, AND 0.3 M (1.0 FT)
 DQ2553'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DQ2553'
 DQ2553'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 25
 DQ2553'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2190 ***********************************************************************
 DQ2190  DESIGNATION -  6Z01
 DQ2190  PID         -  DQ2190
 DQ2190  STATE/COUNTY-  WI/DOOR
 DQ2190  COUNTRY     -  US
 DQ2190  USGS QUAD   -  EGG HARBOR (2018)
 DQ2190
 DQ2190                         *CURRENT SURVEY CONTROL
 DQ2190  ______________________________________________________________________
 DQ2190* NAD 83(1986) POSITION- 45 01 47.79   (N) 087 16 32.39   (W)   HD_HELD1
 DQ2190* NAVD 88 ORTHO HEIGHT -   229.909 (meters)      754.29  (feet) ADJUSTED
 DQ2190  ______________________________________________________________________
 DQ2190  GEOID HEIGHT    -        -37.012 (meters)                     GEOID18
 DQ2190  DYNAMIC HEIGHT  -        229.888 (meters)      754.22  (feet) COMP
 DQ2190  MODELED GRAVITY -    980,520.3   (mgal)                       NAVD 88
 DQ2190
 DQ2190  VERT ORDER      -  SECOND    CLASS I
 DQ2190
 DQ2190.The horizontal coordinates were determined by differentially corrected
 DQ2190.hand held GPS observations or other comparable positioning techniques
 DQ2190.and have an estimated accuracy of +/- 3 meters.
 DQ2190
 DQ2190.The orthometric height was determined by differential leveling and
 DQ2190.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2190.in February 2017.
 DQ2190
 DQ2190.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2190.GEOID18 height accuracy estimate available here.
 DQ2190
 DQ2190.Click photographs - Photos may exist for this station.
 DQ2190
 DQ2190.The dynamic height is computed by dividing the NAVD 88
 DQ2190.geopotential number by the normal gravity value computed on the
 DQ2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2190.degrees latitude (g = 980.6199 gals.).
 DQ2190
 DQ2190.The modeled gravity was interpolated from observed gravity values.
 DQ2190
 DQ2190;                    North         East    Units  Estimated Accuracy
 DQ2190;SPC WI C     -   136,567.3     814,641.1     MT  (+/- 3 meters HH1 GPS) 
 DQ2190
 DQ2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7828486313(NAD 83)
 DQ2190
 DQ2190                          SUPERSEDED SURVEY CONTROL
 DQ2190
 DQ2190.No superseded survey control is available for this station.
 DQ2190
 DQ2190_MARKER: DD = SURVEY DISK
 DQ2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2190_STAMPING: 6Z01 2014
 DQ2190_MARK LOGO: WIDT
 DQ2190_PROJECTION: FLUSH
 DQ2190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2190+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2019
 DQ2190
 DQ2190  HISTORY     - Date     Condition        Report By
 DQ2190  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2190  HISTORY     - 20150611 GOOD             WIDT
 DQ2190  HISTORY     - 20190821 GOOD             WIDT
 DQ2190
 DQ2190                          STATION DESCRIPTION
 DQ2190
 DQ2190'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2190'THE STATION IS LOCATED 7.7 MI (12.4 KM) SOUTHWEST OF BAILEYS HARBOR,
 DQ2190'6.1 MI (9.8 KM) NORTHEAST OF CARLSVILLE AND 1.6 MI (2.6 KM) SOUTHEAST
 DQ2190'OF EGG HARBOR.
 DQ2190'
 DQ2190'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ2190'HIGHWAY T, LOCATED 1.0 MI (1.6 KM) SOUTHEAST OF THE VILLAGE OF EGG
 DQ2190'HARBOR, GO SOUTHEAST ON COUNTY HIGHWAY T FOR 0.1 MI (0.2 KM) TO
 DQ2190'DIVISION ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON DIVISION ROAD FOR 0.8
 DQ2190'MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DQ2190'
 DQ2190'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2190'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2190'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.2 M (0.7 FT) LOWER
 DQ2190'THAN THE ROAD GRADE.  THE STATION IS 6.2 M (20.3 FT) WEST OF THE
 DQ2190'CENTERLINE DIVISION ROAD, 17.0 M (55.8 FT) WEST-NORTHWEST OF A POWER
 DQ2190'POLE -3027 31L6-, 6.6 M (21.7 FT) SOUTH OF THE CENTER FIELD ENTRANCE
 DQ2190'AND BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DQ2190'
 DQ2190'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DQ2190'15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE EAST-SOUTHEAST
 DQ2190'EXTENDING TO 25 DEGREES.
 DQ2190
 DQ2190                          STATION RECOVERY (2019)
 DQ2190
 DQ2190'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DQ2190'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2191 ***********************************************************************
 DQ2191  DESIGNATION -  6Z02
 DQ2191  PID         -  DQ2191
 DQ2191  STATE/COUNTY-  WI/DOOR
 DQ2191  COUNTRY     -  US
 DQ2191  USGS QUAD   -  BAILEYS HARBOR WEST (2018)
 DQ2191
 DQ2191                         *CURRENT SURVEY CONTROL
 DQ2191  ______________________________________________________________________
 DQ2191* NAD 83(2011) POSITION- 45 01 31.04754(N) 087 14 36.54029(W)   ADJUSTED
 DQ2191* NAD 83(2011) ELLIP HT-   200.860 (meters)        (04/14/17)   ADJUSTED
 DQ2191* NAD 83(2011) EPOCH   -  2010.00
 DQ2191* NAVD 88 ORTHO HEIGHT -   237.868 (meters)      780.41  (feet) ADJUSTED
 DQ2191  ______________________________________________________________________
 DQ2191  GEOID HEIGHT    -        -37.003 (meters)                     GEOID18
 DQ2191  NAD 83(2011) X  -    217,170.003 (meters)                     COMP
 DQ2191  NAD 83(2011) Y  - -4,510,519.922 (meters)                     COMP
 DQ2191  NAD 83(2011) Z  -  4,489,477.484 (meters)                     COMP
 DQ2191  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 DQ2191  DYNAMIC HEIGHT  -        237.847 (meters)      780.34  (feet) COMP
 DQ2191  MODELED GRAVITY -    980,522.5   (mgal)                       NAVD 88
 DQ2191
 DQ2191  VERT ORDER      -  SECOND    CLASS I
 DQ2191
 DQ2191  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2191  Standards:
 DQ2191         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2191            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2191  -------------------------------------------------------------------
 DQ2191  NETWORK    0.54   0.84           0.24   0.20   0.43     -0.01040241
 DQ2191  -------------------------------------------------------------------
 DQ2191  Click here for local accuracies and other accuracy information.
 DQ2191
 DQ2191.The horizontal coordinates were established by GPS observations
 DQ2191.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2191
 DQ2191.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2191.been affixed to the stable North American tectonic plate. See 
 DQ2191.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2191
 DQ2191.The horizontal coordinates are valid at the epoch date displayed above
 DQ2191.which is a decimal equivalence of Year/Month/Day.
 DQ2191
 DQ2191.The orthometric height was determined by differential leveling and
 DQ2191.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2191.in February 2017.
 DQ2191
 DQ2191.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2191.GEOID18 height accuracy estimate available here.
 DQ2191
 DQ2191.Click photographs - Photos may exist for this station.
 DQ2191
 DQ2191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2191
 DQ2191.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2191
 DQ2191.The ellipsoidal height was determined by GPS observations
 DQ2191.and is referenced to NAD 83.
 DQ2191
 DQ2191.The dynamic height is computed by dividing the NAVD 88
 DQ2191.geopotential number by the normal gravity value computed on the
 DQ2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2191.degrees latitude (g = 980.6199 gals.).
 DQ2191
 DQ2191.The modeled gravity was interpolated from observed gravity values.
 DQ2191
 DQ2191. The following values were computed from the NAD 83(2011) position.
 DQ2191
 DQ2191;                    North         East     Units Scale Factor Converg.
 DQ2191;SPC WI C     -   136,136.312   817,193.107   MT  0.99994408   +1 56 41.8
 DQ2191;SPC WI C     -   446,640.55  2,681,074.39   sFT  0.99994408   +1 56 41.8
 DQ2191;UTM  16      - 4,985,788.747   480,818.227   MT  0.99960452   -0 10 20.1
 DQ2191
 DQ2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2191!SPC WI C     -   0.99996851  x   0.99994408  =   0.99991259
 DQ2191!UTM  16      -   0.99996851  x   0.99960452  =   0.99957304
 DQ2191
 DQ2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8081885788(NAD 83)
 DQ2191
 DQ2191                          SUPERSEDED SURVEY CONTROL
 DQ2191
 DQ2191.No superseded survey control is available for this station.
 DQ2191
 DQ2191_MARKER: DD = SURVEY DISK
 DQ2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2191_STAMPING: 6Z02 2014
 DQ2191_MARK LOGO: WIDT
 DQ2191_PROJECTION: FLUSH
 DQ2191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2191+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2015
 DQ2191
 DQ2191  HISTORY     - Date     Condition        Report By
 DQ2191  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2191  HISTORY     - 20150611 GOOD             WIDT
 DQ2191
 DQ2191                          STATION DESCRIPTION
 DQ2191
 DQ2191'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2191'THE STATION IS APPROXIMATELY 6.5 MI (10.5 KM) SOUTHWEST OF BAILEYS
 DQ2191'HARBOR, 4.2 MI (6.8 KM) NORTHWEST OF JACKSON PORT AND 2.9 MI (4.7 KM)
 DQ2191'SOUTHEAST OF EGG HARBOR.
 DQ2191'
 DQ2191'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ2191'HIGHWAY T IN THE VILLAGE OF EGG HARBOR, GO EAST ON COUNTY HIGHWAY T
 DQ2191'FOR 1.1 MI (1.8 KM) TO A RIGHT CURVE IN THE HIGHWAY, CURVE RIGHT AND
 DQ2191'CONTINUE SOUTH ON COUNTY HIGHWAY T FOR 1.0 MI (1.6 KM) TO A LEFT CURVE
 DQ2191'IN THE HIGHWAY WITH HILLSIDE ROAD ON THE RIGHT.  CURVE LEFT AND
 DQ2191'CONTINUE EAST ON COUNTY HIGHWAY T FOR 0.25 MI (0.40 KM) TO A RIGHT
 DQ2191'CURVE IN THE HIGHWAY WITH HILLSIDE ROAD STRAIGHT AHEAD.  CONTINUE EAST
 DQ2191'ON HILLSIDE ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 DQ2191'
 DQ2191'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2191'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2191'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ2191'ROAD GRADE.  THE STATION IS 6.7 M (22.0 FT) NORTH OF THE CENTERLINE OF
 DQ2191'HILLSIDE ROAD, 34.3 M (112.5 FT) NORTHWEST OF A POWER POLE -2929-5E3-
 DQ2191'AND LOCATED BETWEEN TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ2191'
 DQ2191'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2191'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2192 ***********************************************************************
 DQ2192  DESIGNATION -  6Z03
 DQ2192  PID         -  DQ2192
 DQ2192  STATE/COUNTY-  WI/DOOR
 DQ2192  COUNTRY     -  US
 DQ2192  USGS QUAD   -  BAILEYS HARBOR WEST (2018)
 DQ2192
 DQ2192                         *CURRENT SURVEY CONTROL
 DQ2192  ______________________________________________________________________
 DQ2192* NAD 83(1986) POSITION- 45 00 13.83   (N) 087 14 29.52   (W)   HD_HELD1
 DQ2192* NAVD 88 ORTHO HEIGHT -   213.262 (meters)      699.68  (feet) ADJUSTED
 DQ2192  ______________________________________________________________________
 DQ2192  GEOID HEIGHT    -        -36.977 (meters)                     GEOID18
 DQ2192  DYNAMIC HEIGHT  -        213.243 (meters)      699.61  (feet) COMP
 DQ2192  MODELED GRAVITY -    980,523.3   (mgal)                       NAVD 88
 DQ2192
 DQ2192  VERT ORDER      -  SECOND    CLASS I
 DQ2192
 DQ2192.The horizontal coordinates were determined by differentially corrected
 DQ2192.hand held GPS observations or other comparable positioning techniques
 DQ2192.and have an estimated accuracy of +/- 3 meters.
 DQ2192
 DQ2192.The orthometric height was determined by differential leveling and
 DQ2192.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2192.in February 2017.
 DQ2192
 DQ2192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2192.GEOID18 height accuracy estimate available here.
 DQ2192
 DQ2192.Click photographs - Photos may exist for this station.
 DQ2192
 DQ2192.The dynamic height is computed by dividing the NAVD 88
 DQ2192.geopotential number by the normal gravity value computed on the
 DQ2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2192.degrees latitude (g = 980.6199 gals.).
 DQ2192
 DQ2192.The modeled gravity was interpolated from observed gravity values.
 DQ2192
 DQ2192;                    North         East    Units  Estimated Accuracy
 DQ2192;SPC WI C     -   133,759.3     817,427.7     MT  (+/- 3 meters HH1 GPS) 
 DQ2192
 DQ2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8096483405(NAD 83)
 DQ2192
 DQ2192                          SUPERSEDED SURVEY CONTROL
 DQ2192
 DQ2192.No superseded survey control is available for this station.
 DQ2192
 DQ2192_MARKER: DD = SURVEY DISK
 DQ2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2192_STAMPING: 6Z03 2014
 DQ2192_MARK LOGO: WIDT
 DQ2192_PROJECTION: FLUSH
 DQ2192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2192+STABILITY: SURFACE MOTION
 DQ2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2192+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2015
 DQ2192
 DQ2192  HISTORY     - Date     Condition        Report By
 DQ2192  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2192  HISTORY     - 20150611 GOOD             WIDT
 DQ2192
 DQ2192                          STATION DESCRIPTION
 DQ2192
 DQ2192'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2192'THE STATION IS LOCATED 7.2 MI (11.6 KM) SOUTHWEST OF BAILEYS HARBOR,
 DQ2192'3.9 MI (6.3 KM) SOUTHEAST OF EGG HARBOR AND 3.2 MI (5.1 KM) NORTHWEST
 DQ2192'OF JACKSON PORT.
 DQ2192'
 DQ2192'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY T WITH COUNTY
 DQ2192'HIGHWAY V, LOCATED 3.0 MI (4.8 KM) WEST-NORTHWEST OF THE COMMUNITY OF
 DQ2192'JACKSON PORT, GO NORTH ON COUNTY HIGHWAY T FOR 1.0 MI (1.6 KM) TO
 DQ2192'JUNCTION ROAD RIGHT.  TURN RIGHT AND GO EAST ON JUNCTION ROAD FOR 0.1
 DQ2192'MI (0.2 KM) TO THE STATION ON THE LEFT.
 DQ2192'
 DQ2192'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2192'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2192'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.2 M (0.7 FT) LOWER
 DQ2192'THAN THE ROAD GRADE.  THE STATION IS 200 M (656.2 FT) EAST OF THE
 DQ2192'CENTERLINE OF COUNTY HIGHWAY T, 7.5 M (24.6 FT) NORTH OF THE
 DQ2192'CENTERLINE OF THE JUNCTION ROAD, 23.0 M (75.5 FT) WEST OF A POST FOR A
 DQ2192'-STOP SIGN AHEAD- SIGN, 16.9 M (55.4 FT) NORTH-NORTHEAST OF A POWER
 DQ2192'POLE, 10.3 M (33.8 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 5.3 M
 DQ2192'(17.4 FT) WEST OF WEST END CRUSHED STEEL CULVERT UNDER FIELD ENTRANCE
 DQ2192'AND IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DQ2192'POSTS.
 DQ2192'
 DQ2192'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DQ2192'15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE SOUTH EXTENDING
 DQ2192'TO 30 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2193 ***********************************************************************
 DQ2193  DESIGNATION -  6Z04
 DQ2193  PID         -  DQ2193
 DQ2193  STATE/COUNTY-  WI/DOOR
 DQ2193  COUNTRY     -  US
 DQ2193  USGS QUAD   -  BAILEYS HARBOR WEST (2018)
 DQ2193
 DQ2193                         *CURRENT SURVEY CONTROL
 DQ2193  ______________________________________________________________________
 DQ2193* NAD 83(1986) POSITION- 45 00 12.3    (N) 087 12 46.0    (W)   HD_HELD2
 DQ2193* NAVD 88 ORTHO HEIGHT -   200.738 (meters)      658.59  (feet) ADJUSTED
 DQ2193  ______________________________________________________________________
 DQ2193  GEOID HEIGHT    -        -36.992 (meters)                     GEOID18
 DQ2193  DYNAMIC HEIGHT  -        200.721 (meters)      658.53  (feet) COMP
 DQ2193  MODELED GRAVITY -    980,525.7   (mgal)                       NAVD 88
 DQ2193
 DQ2193  VERT ORDER      -  SECOND    CLASS I
 DQ2193
 DQ2193.The horizontal coordinates were established by autonomous hand held GPS
 DQ2193.observations and have an estimated accuracy of +/- 10 meters.
 DQ2193
 DQ2193.The orthometric height was determined by differential leveling and
 DQ2193.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2193.in February 2017.
 DQ2193
 DQ2193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2193.GEOID18 height accuracy estimate available here.
 DQ2193
 DQ2193.Click photographs - Photos may exist for this station.
 DQ2193
 DQ2193.The dynamic height is computed by dividing the NAVD 88
 DQ2193.geopotential number by the normal gravity value computed on the
 DQ2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2193.degrees latitude (g = 980.6199 gals.).
 DQ2193
 DQ2193.The modeled gravity was interpolated from observed gravity values.
 DQ2193
 DQ2193;                    North         East    Units  Estimated Accuracy
 DQ2193;SPC WI C     -   133,790.      819,695.      MT  (+/- 10 meters HH2 GPS)
 DQ2193
 DQ2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8323083351(NAD 83)
 DQ2193
 DQ2193                          SUPERSEDED SURVEY CONTROL
 DQ2193
 DQ2193.No superseded survey control is available for this station.
 DQ2193
 DQ2193_MARKER: DD = SURVEY DISK
 DQ2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2193_STAMPING: 6Z04 2014
 DQ2193_MARK LOGO: WIDT
 DQ2193_PROJECTION: PROJECTING 12 CENTIMETERS
 DQ2193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2193+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2015
 DQ2193
 DQ2193  HISTORY     - Date     Condition        Report By
 DQ2193  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2193  HISTORY     - 20150611 GOOD             WIDT
 DQ2193
 DQ2193                          STATION DESCRIPTION
 DQ2193
 DQ2193'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2193'THE STATION IS LOCATED 7.0 MI (11.3 KM) NORTHEAST OF CARLSVILLE, 5.0
 DQ2193'MI (8.0 KM) SOUTHEAST OF EGG HARBOR AND 2.1 MI (3.4 KM) NORTHWEST OF
 DQ2193'JACKSON PORT.
 DQ2193'
 DQ2193'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY V WITH COUNTY
 DQ2193'HIGHWAY A, LOCATED 0.5 MI (0.8 KM) WEST OF THE VILLAGE OF JACKSON
 DQ2193'PORT, GO NORTH ON COUNTY HIGHWAY A FOR 1.7 MI (2.7 KM) TO JUNCTION
 DQ2193'ROAD LEFT.  TURN LEFT AND GO WEST ON JUNCTION ROAD FOR 1.0 MI (1.6 KM)
 DQ2193'TO ELM DRIVE LEFT AND THE STATION ON THE LEFT.
 DQ2193'
 DQ2193'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2193'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2193'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.1 M (0.3 FT) LOWER
 DQ2193'THAN THE ROAD GRADE.  THE STATION IS 46.6 M (152.9 FT) SOUTH OF THE
 DQ2193'CENTERLINE OF THE JUNCTION ROAD, 7.2 M (23.6 FT) WEST OF THE
 DQ2193'CENTERLINE OF ELM DRIVE, 40.6 M (133.2 FT) SOUTHWEST OF A POWER POLE
 DQ2193'-2927 10L1-, 34.7 M (113.8 FT) SOUTHWEST OF A POST FOR A -STOP- SIGN
 DQ2193'AND IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DQ2193'POSTS.
 DQ2193'
 DQ2193'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DQ2193'15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE NORTHEAST
 DQ2193'EXTENDING TO 25 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2194 ***********************************************************************
 DQ2194  DESIGNATION -  6Z05
 DQ2194  PID         -  DQ2194
 DQ2194  STATE/COUNTY-  WI/DOOR
 DQ2194  COUNTRY     -  US
 DQ2194  USGS QUAD   -  BAILEYS HARBOR WEST (2018)
 DQ2194
 DQ2194                         *CURRENT SURVEY CONTROL
 DQ2194  ______________________________________________________________________
 DQ2194* NAD 83(1986) POSITION- 45 00 39.9    (N) 087 11 30.8    (W)   HD_HELD2
 DQ2194* NAVD 88 ORTHO HEIGHT -   193.252 (meters)      634.03  (feet) ADJUSTED
 DQ2194  ______________________________________________________________________
 DQ2194  GEOID HEIGHT    -        -37.013 (meters)                     GEOID18
 DQ2194  DYNAMIC HEIGHT  -        193.236 (meters)      633.98  (feet) COMP
 DQ2194  MODELED GRAVITY -    980,526.6   (mgal)                       NAVD 88
 DQ2194
 DQ2194  VERT ORDER      -  SECOND    CLASS I
 DQ2194
 DQ2194.The horizontal coordinates were established by autonomous hand held GPS
 DQ2194.observations and have an estimated accuracy of +/- 10 meters.
 DQ2194
 DQ2194.The orthometric height was determined by differential leveling and
 DQ2194.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2194.in February 2017.
 DQ2194
 DQ2194.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2194.GEOID18 height accuracy estimate available here.
 DQ2194
 DQ2194.Click photographs - Photos may exist for this station.
 DQ2194
 DQ2194.The dynamic height is computed by dividing the NAVD 88
 DQ2194.geopotential number by the normal gravity value computed on the
 DQ2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2194.degrees latitude (g = 980.6199 gals.).
 DQ2194
 DQ2194.The modeled gravity was interpolated from observed gravity values.
 DQ2194
 DQ2194;                    North         East    Units  Estimated Accuracy
 DQ2194;SPC WI C     -   134,698.      821,311.      MT  (+/- 10 meters HH2 GPS)
 DQ2194
 DQ2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8487984199(NAD 83)
 DQ2194
 DQ2194                          SUPERSEDED SURVEY CONTROL
 DQ2194
 DQ2194.No superseded survey control is available for this station.
 DQ2194
 DQ2194_MARKER: DD = SURVEY DISK
 DQ2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2194_STAMPING: 6Z05 2014
 DQ2194_MARK LOGO: WIDT
 DQ2194_PROJECTION: FLUSH
 DQ2194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2194+STABILITY: SURFACE MOTION
 DQ2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2194+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2015
 DQ2194
 DQ2194  HISTORY     - Date     Condition        Report By
 DQ2194  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2194  HISTORY     - 20150611 GOOD             WIDT
 DQ2194
 DQ2194                          STATION DESCRIPTION
 DQ2194
 DQ2194'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2194'THE STATION IS LOCATED 5.6 MI (9.0 KM) SOUTHEAST OF EGG HARBOR, 5.0 MI
 DQ2194'(8.0 KM) SOUTHWEST OF BAILEYS HARBOR AND 2.2 MI (3.5 KM)
 DQ2194'NORTH-NORTHWEST OF JACKSON PORT.
 DQ2194'
 DQ2194'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY V WITH COUNTY
 DQ2194'HIGHWAY A, LOCATED 0.5 MI (0.8 KM) WEST OF THE VILLAGE OF JACKSON
 DQ2194'PORT, GO NORTH ON COUNTY HIGHWAY A FOR 2.2 MI (3.5 KM) TO BERGER ROAD
 DQ2194'RIGHT AND THE STATION ON THE RIGHT.
 DQ2194'
 DQ2194'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2194'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2194'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 2.3 M (7.5 FT) HIGHER
 DQ2194'THAN THE ROAD GRADE.  THE STATION IS 82.0 M (269.0 FT) EAST OF THE
 DQ2194'CENTERLINE OF COUNTY HIGHWAY A, 14.9 M (48.9 FT) NORTH OF THE
 DQ2194'CENTERLINE OF BERGER ROAD, 59.8 M (196.2 FT) WEST-NORTHWEST OF A POWER
 DQ2194'POLE -2927 11W3-, 44.4 M (145.7 FT) NORTHEAST OF A POWER POLE -2927
 DQ2194'11W2-, 30.3 M (99.4 FT) WEST OF THE EXTENDED CENTER OF A FIELD
 DQ2194'ENTRANCE, 0.5 M (1.6 FT) SOUTH OF THE EDGE OF CULTIVATED FIELD AND IN
 DQ2194'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ2194'
 DQ2194'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DQ2194'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2187 ***********************************************************************
 DQ2187  DESIGNATION -  6Z71
 DQ2187  PID         -  DQ2187
 DQ2187  STATE/COUNTY-  WI/DOOR
 DQ2187  COUNTRY     -  US
 DQ2187  USGS QUAD   -  SISTER BAY (2018)
 DQ2187
 DQ2187                         *CURRENT SURVEY CONTROL
 DQ2187  ______________________________________________________________________
 DQ2187* NAD 83(2011) POSITION- 45 11 25.21733(N) 087 07 19.20183(W)   ADJUSTED
 DQ2187* NAD 83(2011) ELLIP HT-   140.448 (meters)        (04/14/17)   ADJUSTED
 DQ2187* NAD 83(2011) EPOCH   -  2010.00
 DQ2187* NAVD 88 ORTHO HEIGHT -   177.596 (meters)      582.66  (feet) ADJUSTED
 DQ2187  ______________________________________________________________________
 DQ2187  GEOID HEIGHT    -        -37.147 (meters)                     GEOID18
 DQ2187  NAD 83(2011) X  -    226,078.459 (meters)                     COMP
 DQ2187  NAD 83(2011) Y  - -4,497,028.415 (meters)                     COMP
 DQ2187  NAD 83(2011) Z  -  4,502,380.587 (meters)                     COMP
 DQ2187  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 DQ2187  DYNAMIC HEIGHT  -        177.581 (meters)      582.61  (feet) COMP
 DQ2187  MODELED GRAVITY -    980,531.6   (mgal)                       NAVD 88
 DQ2187
 DQ2187  VERT ORDER      -  SECOND    CLASS I
 DQ2187
 DQ2187  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2187  Standards:
 DQ2187         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2187            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2187  -------------------------------------------------------------------
 DQ2187  NETWORK    0.63   0.78           0.28   0.23   0.40     -0.00633005
 DQ2187  -------------------------------------------------------------------
 DQ2187  Click here for local accuracies and other accuracy information.
 DQ2187
 DQ2187.The horizontal coordinates were established by GPS observations
 DQ2187.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2187
 DQ2187.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2187.been affixed to the stable North American tectonic plate. See 
 DQ2187.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2187
 DQ2187.The horizontal coordinates are valid at the epoch date displayed above
 DQ2187.which is a decimal equivalence of Year/Month/Day.
 DQ2187
 DQ2187.The orthometric height was determined by differential leveling and
 DQ2187.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2187.in February 2017.
 DQ2187
 DQ2187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2187.GEOID18 height accuracy estimate available here.
 DQ2187
 DQ2187.Click photographs - Photos may exist for this station.
 DQ2187
 DQ2187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2187
 DQ2187.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2187
 DQ2187.The ellipsoidal height was determined by GPS observations
 DQ2187.and is referenced to NAD 83.
 DQ2187
 DQ2187.The dynamic height is computed by dividing the NAVD 88
 DQ2187.geopotential number by the normal gravity value computed on the
 DQ2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2187.degrees latitude (g = 980.6199 gals.).
 DQ2187
 DQ2187.The modeled gravity was interpolated from observed gravity values.
 DQ2187
 DQ2187. The following values were computed from the NAD 83(2011) position.
 DQ2187
 DQ2187;                    North         East     Units Scale Factor Converg.
 DQ2187;SPC WI C     -   154,798.276   826,111.227   MT  0.99995572   +2 01 50.3
 DQ2187;SPC WI C     -   507,867.34  2,710,333.25   sFT  0.99995572   +2 01 50.3
 DQ2187;UTM  16      - 5,004,102.148   490,416.383   MT  0.99960113   -0 05 11.6
 DQ2187
 DQ2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2187!SPC WI C     -   0.99997798  x   0.99995572  =   0.99993370
 DQ2187!UTM  16      -   0.99997798  x   0.99960113  =   0.99957912
 DQ2187
 DQ2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9041604102(NAD 83)
 DQ2187
 DQ2187                          SUPERSEDED SURVEY CONTROL
 DQ2187
 DQ2187.No superseded survey control is available for this station.
 DQ2187
 DQ2187_MARKER: DD = SURVEY DISK
 DQ2187_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2187_SP_SET: PIER
 DQ2187_STAMPING: 6Z71 2014
 DQ2187_MARK LOGO: WIDT
 DQ2187_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2187+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2018
 DQ2187
 DQ2187  HISTORY     - Date     Condition        Report By
 DQ2187  HISTORY     - 20150428 MONUMENTED       WIDT
 DQ2187  HISTORY     - 20180520 GOOD             GLENSC
 DQ2187
 DQ2187                          STATION DESCRIPTION
 DQ2187
 DQ2187'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2187'THE STATION IS LOCATED IN THE VILLAGE OF SISTER BAY, APPROXIMATELY 4.8
 DQ2187'MI (7.7 KM) SOUTH-SOUTHWEST OF ELLISON BAY, 4.6 MI (7.4 KM) SOUTHWEST
 DQ2187'OF ROWLEY'S BAY AND 3.5 MI (5.6 KM) NORTHEAST OF EPHRAIM.
 DQ2187'
 DQ2187'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH STATE
 DQ2187'HIGHWAY 57 IN THE VILLAGE OF SISTER BAY, GO NORTHEAST ON STATE HIGHWAY
 DQ2187'42 (NORTH BAY SHORE DRIVE) FOR 0.25 MI (0.40 KM) TO THE SISTER BAY
 DQ2187'POST OFFICE AND A PUBLIC PARKING ENTRANCE FOR THE SISTER BAY
 DQ2187'WATERFRONT PARK ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR
 DQ2187'APPROXIMATELY 150 FT (45.7 M) TO THE PARKING LOT FOR THE SISTER BAY
 DQ2187'WATERFRONT PARK.  PACK EQUIPMENT AND GO NORTH APPROXIMATELY 100 FT
 DQ2187'(30.5 M) FROM THE NORTHEAST CORNER OF THE PARKING LOT TO THE CONCRETE
 DQ2187'PIER FOR THE SISTER BAY BEACH HOUSE.  CONTINUE NORTHWEST ON THE
 DQ2187'CONCRETE PIER FOR APPROXIMATELY 170 FT (51.8 M) TO THE STATION,
 DQ2187'LOCATED AT THE APPROXIMATE CENTER OF A 90 DEGREE JUNCTION OF THE
 DQ2187'PERPENDICULAR JUNCTION OF THE POINT WHERE THE NORTHWEST-SOUTHEAST
 DQ2187'SEGMENT OF THE CONCRETE PIER MEETS A SHORTER NORTHEAST-SOUTHWEST
 DQ2187'SEGMENT OF THE CONCRETE PIER.
 DQ2187'
 DQ2187'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2187'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE SISTER
 DQ2187'BAY WATERFRONT PARK BEACH PIER, 104 FT (31.7 M) NORTHWEST OF A LIFE
 DQ2187'RING HOLDER, 27.9 FT (8.5 M) NORTHWEST OF A PIER LADDER AND 24.1 FT
 DQ2187'(7.3 M) NORTHEAST OF A PIER LADDER.
 DQ2187'
 DQ2187'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2187'DEGREES ABOVE THE HORIZON.
 DQ2187'
 DQ2187'NOTE2-DEPENDING ON SEASON AND WIND CONDITIONS, THE CONCRETE PIER CAN
 DQ2187'BE SUBJECT TO CRASHING WAVES AND SPLASH OVER.
 DQ2187
 DQ2187                          STATION RECOVERY (2018)
 DQ2187
 DQ2187'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DQ2187'RECOVERED AS DESCRIBED IN GOOD CONDITION, EXCEPT LIFE RING HOLDER AND
 DQ2187'PIER LADDERS APPEAR TO CHANGE LOCATIONS, BEWARE.  THE DISK IS 3.9 M
 DQ2187'(12.8 FT) SOUTH OF THE NORTH CORNER OF THE PIER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2186 ***********************************************************************
 DQ2186  DESIGNATION -  6Z72
 DQ2186  PID         -  DQ2186
 DQ2186  STATE/COUNTY-  WI/DOOR
 DQ2186  COUNTRY     -  US
 DQ2186  USGS QUAD   -  SISTER BAY (2018)
 DQ2186
 DQ2186                         *CURRENT SURVEY CONTROL
 DQ2186  ______________________________________________________________________
 DQ2186* NAD 83(1986) POSITION- 45 12 00.8    (N) 087 06 16.8    (W)   HD_HELD2
 DQ2186* NAVD 88 ORTHO HEIGHT -   208.345 (meters)      683.55  (feet) ADJUSTED
 DQ2186  ______________________________________________________________________
 DQ2186  GEOID HEIGHT    -        -37.145 (meters)                     GEOID18
 DQ2186  DYNAMIC HEIGHT  -        208.328 (meters)      683.49  (feet) COMP
 DQ2186  MODELED GRAVITY -    980,532.1   (mgal)                       NAVD 88
 DQ2186
 DQ2186  VERT ORDER      -  SECOND    CLASS I
 DQ2186
 DQ2186.The horizontal coordinates were established by autonomous hand held GPS
 DQ2186.observations and have an estimated accuracy of +/- 10 meters.
 DQ2186
 DQ2186.The orthometric height was determined by differential leveling and
 DQ2186.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2186.in February 2017.
 DQ2186
 DQ2186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2186.GEOID18 height accuracy estimate available here.
 DQ2186
 DQ2186.Click photographs - Photos may exist for this station.
 DQ2186
 DQ2186.The dynamic height is computed by dividing the NAVD 88
 DQ2186.geopotential number by the normal gravity value computed on the
 DQ2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2186.degrees latitude (g = 980.6199 gals.).
 DQ2186
 DQ2186.The modeled gravity was interpolated from observed gravity values.
 DQ2186
 DQ2186;                    North         East    Units  Estimated Accuracy
 DQ2186;SPC WI C     -   155,944.      827,433.      MT  (+/- 10 meters HH2 GPS)
 DQ2186
 DQ2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9177905198(NAD 83)
 DQ2186
 DQ2186                          SUPERSEDED SURVEY CONTROL
 DQ2186
 DQ2186.No superseded survey control is available for this station.
 DQ2186
 DQ2186_MARKER: DD = SURVEY DISK
 DQ2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2186_STAMPING: 6Z72 2014
 DQ2186_MARK LOGO: WIDT
 DQ2186_PROJECTION: PROJECTING 8 CENTIMETERS
 DQ2186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2186+STABILITY: SURFACE MOTION
 DQ2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2186+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2018
 DQ2186
 DQ2186  HISTORY     - Date     Condition        Report By
 DQ2186  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2186  HISTORY     - 20150501 GOOD             WIDT
 DQ2186  HISTORY     - 20180521 GOOD             GLENSC
 DQ2186
 DQ2186                          STATION DESCRIPTION
 DQ2186
 DQ2186'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2186'THE STATION IS LOCATED 3.9 MI (6.3 KM) SOUTH-SOUTHWEST OF ELLISON BAY,
 DQ2186'3.6 MI (5.8 KM) SOUTHWEST OF ROWLEY'S BAY AND 1.3 MI (2.1 KM)
 DQ2186'NORTHEAST OF SISTER BAY.
 DQ2186'
 DQ2186'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ2186'HIGHWAY ZZ, LOCATED IN THE VILLAGE OF SISTER BAY, GO NORTH ON STATE
 DQ2186'HIGHWAY 42 FOR 0.9 MI (1.4 KM) TO HILL ROAD RIGHT.  TURN RIGHT AND GO
 DQ2186'EAST ON HILL ROAD FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.
 DQ2186'
 DQ2186'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2186'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2186'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.6 M (2.0 FT) LOWER
 DQ2186'THAN THE ROAD GRADE.  THE STATION IS 7.7 M (25.3 FT) SOUTH OF THE
 DQ2186'CENTERLINE HILL ROAD, 144.0 M (472.4 FT) EAST OF A PRIVATE ENTRANCE
 DQ2186'-2085-, 33.0 M (108.3 FT) SOUTHEAST OF A POWER POLE -17-, 30.8 M
 DQ2186'(101.0 FT) WEST OF A POWER POLE -3128 4W3-, 12.6 M (41.3 FT) EAST OF
 DQ2186'THE EXTENDED CENTER OF A GATED FIELD ENTRANCE AND 0.2 M (0.7 FT) NORTH
 DQ2186'OF A WHITE PLASTIC WITNESS POST.
 DQ2186'
 DQ2186'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO OVER 15
 DQ2186'DEGREES ABOVE THE HORIZON.
 DQ2186
 DQ2186                          STATION RECOVERY (2018)
 DQ2186
 DQ2186'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DQ2186'IT IS 33.0 M (108.3 FT) SOUTHEAST OF UTILITY (NOT POWER) POLE -17- AND
 DQ2186'IS DIRECTLY UNDER A SINGLE-PHASE ELECTRIC LINE.  NUMEROUS TREES ARE
 DQ2186'SOUTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2185 ***********************************************************************
 DQ2185  DESIGNATION -  6Z73
 DQ2185  PID         -  DQ2185
 DQ2185  STATE/COUNTY-  WI/DOOR
 DQ2185  COUNTRY     -  US
 DQ2185  USGS QUAD   -  SISTER BAY (2018)
 DQ2185
 DQ2185                         *CURRENT SURVEY CONTROL
 DQ2185  ______________________________________________________________________
 DQ2185* NAD 83(1986) POSITION- 45 14 06.6    (N) 087 05 33.5    (W)   HD_HELD2
 DQ2185* NAVD 88 ORTHO HEIGHT -   236.907 (meters)      777.25  (feet) ADJUSTED
 DQ2185  ______________________________________________________________________
 DQ2185  GEOID HEIGHT    -        -37.135 (meters)                     GEOID18
 DQ2185  DYNAMIC HEIGHT  -        236.888 (meters)      777.19  (feet) COMP
 DQ2185  MODELED GRAVITY -    980,532.7   (mgal)                       NAVD 88
 DQ2185
 DQ2185  VERT ORDER      -  SECOND    CLASS I
 DQ2185
 DQ2185.The horizontal coordinates were established by autonomous hand held GPS
 DQ2185.observations and have an estimated accuracy of +/- 10 meters.
 DQ2185
 DQ2185.The orthometric height was determined by differential leveling and
 DQ2185.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2185.in February 2017.
 DQ2185
 DQ2185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2185.GEOID18 height accuracy estimate available here.
 DQ2185
 DQ2185.Click photographs - Photos may exist for this station.
 DQ2185
 DQ2185.The dynamic height is computed by dividing the NAVD 88
 DQ2185.geopotential number by the normal gravity value computed on the
 DQ2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2185.degrees latitude (g = 980.6199 gals.).
 DQ2185
 DQ2185.The modeled gravity was interpolated from observed gravity values.
 DQ2185
 DQ2185;                    North         East    Units  Estimated Accuracy
 DQ2185;SPC WI C     -   159,859.      828,239.      MT  (+/- 10 meters HH2 GPS)
 DQ2185
 DQ2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9272809079(NAD 83)
 DQ2185
 DQ2185                          SUPERSEDED SURVEY CONTROL
 DQ2185
 DQ2185.No superseded survey control is available for this station.
 DQ2185
 DQ2185_MARKER: DD = SURVEY DISK
 DQ2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2185_STAMPING: 6Z73 2014
 DQ2185_MARK LOGO: WIDT
 DQ2185_PROJECTION: FLUSH
 DQ2185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2185+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2015
 DQ2185
 DQ2185  HISTORY     - Date     Condition        Report By
 DQ2185  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2185  HISTORY     - 20150501 GOOD             WIDT
 DQ2185
 DQ2185                          STATION DESCRIPTION
 DQ2185
 DQ2185'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2185'THE STATION IS LOCATED 3.5 MI (5.6 KM) NORTH-NORTHEAST OF SISTER BAY,
 DQ2185'3.0 MI (4.8 KM) NORTHWEST OF ROWLEY'S BAY AND 1.7 MI (2.7 KM)
 DQ2185'SOUTHWEST OF ELLISON BAY.
 DQ2185'
 DQ2185'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ2185'HIGHWAY OZ, LOCATED IN THE VILLAGE OF SISTER BAY, GO NORTH AND
 DQ2185'NORTHEAST ON STATE HIGHWAY 42 FOR 4.0 MI (6.4 KM) TO OLD STAGE ROAD
 DQ2185'RIGHT.  TURN RIGHT AND GO SOUTHEAST OLD STAGE ROAD FOR 0.1 MI (0.2 KM)
 DQ2185'TO OLD STAGE COURT AHEAD ON THE LEFT AND THE STATION ON THE LEFT.
 DQ2185'
 DQ2185'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2185'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2185'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.3 M (1.0 FT) LOWER
 DQ2185'THAN THE ROAD GRADE.  THE STATION IS 42.0 M (137.8 FT) WEST-NORTHWEST
 DQ2185'OF THE CENTERLINE OF OLD STAGE COURT, 8.4 M (27.6 FT) NORTHEAST OF THE
 DQ2185'CENTERLINE OLD STAGE ROAD, 52.4 M (171.9 FT) WEST-NORTHWEST OF A POWER
 DQ2185'POLE -3228 22L20-, 36.8 M (120.7 FT) NORTHWEST OF THE NORTHWEST END OF
 DQ2185'A STEEL CULVERT PIPE UNDER OLD STAGE COURT, 27.3 M (89.6 FT) SOUTHEAST
 DQ2185'OF A POST FOR A -RIGHT CURVE- SIGN AND BETWEEN TWO WHITE PLASTIC
 DQ2185'WITNESS POSTS.
 DQ2185'
 DQ2185'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DQ2185'15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TRANSMISSION TOWER EAST
 DQ2185'EXTENDING TO 55 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2184 ***********************************************************************
 DQ2184  DESIGNATION -  6Z74
 DQ2184  PID         -  DQ2184
 DQ2184  STATE/COUNTY-  WI/DOOR
 DQ2184  COUNTRY     -  US
 DQ2184  USGS QUAD   -  ELLISON BAY (2018)
 DQ2184
 DQ2184                         *CURRENT SURVEY CONTROL
 DQ2184  ______________________________________________________________________
 DQ2184* NAD 83(2011) POSITION- 45 15 12.27649(N) 087 04 38.79602(W)   ADJUSTED
 DQ2184* NAD 83(2011) ELLIP HT-   140.948 (meters)        (04/14/17)   ADJUSTED
 DQ2184* NAD 83(2011) EPOCH   -  2010.00
 DQ2184* NAVD 88 ORTHO HEIGHT -   178.089 (meters)      584.28  (feet) ADJUSTED
 DQ2184  ______________________________________________________________________
 DQ2184  GEOID HEIGHT    -        -37.130 (meters)                     GEOID18
 DQ2184  NAD 83(2011) X  -    229,321.914 (meters)                     COMP
 DQ2184  NAD 83(2011) Y  - -4,491,882.280 (meters)                     COMP
 DQ2184  NAD 83(2011) Z  -  4,507,318.338 (meters)                     COMP
 DQ2184  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 DQ2184  DYNAMIC HEIGHT  -        178.074 (meters)      584.23  (feet) COMP
 DQ2184  MODELED GRAVITY -    980,532.9   (mgal)                       NAVD 88
 DQ2184
 DQ2184  VERT ORDER      -  SECOND    CLASS I
 DQ2184
 DQ2184  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2184  Standards:
 DQ2184         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2184            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2184  -------------------------------------------------------------------
 DQ2184  NETWORK    0.58   0.84           0.26   0.21   0.43      0.11392798
 DQ2184  -------------------------------------------------------------------
 DQ2184  Click here for local accuracies and other accuracy information.
 DQ2184
 DQ2184.The horizontal coordinates were established by GPS observations
 DQ2184.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2184
 DQ2184.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2184.been affixed to the stable North American tectonic plate. See 
 DQ2184.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2184
 DQ2184.The horizontal coordinates are valid at the epoch date displayed above
 DQ2184.which is a decimal equivalence of Year/Month/Day.
 DQ2184
 DQ2184.The orthometric height was determined by differential leveling and
 DQ2184.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2184.in February 2017.
 DQ2184
 DQ2184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2184.GEOID18 height accuracy estimate available here.
 DQ2184
 DQ2184.Click photographs - Photos may exist for this station.
 DQ2184
 DQ2184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2184
 DQ2184.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2184
 DQ2184.The ellipsoidal height was determined by GPS observations
 DQ2184.and is referenced to NAD 83.
 DQ2184
 DQ2184.The dynamic height is computed by dividing the NAVD 88
 DQ2184.geopotential number by the normal gravity value computed on the
 DQ2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2184.degrees latitude (g = 980.6199 gals.).
 DQ2184
 DQ2184.The modeled gravity was interpolated from observed gravity values.
 DQ2184
 DQ2184. The following values were computed from the NAD 83(2011) position.
 DQ2184
 DQ2184;                    North         East     Units Scale Factor Converg.
 DQ2184;SPC WI C     -   161,928.054   829,358.168   MT  0.99996236   +2 03 43.5
 DQ2184;SPC WI C     -   531,258.96  2,720,985.92   sFT  0.99996236   +2 03 43.5
 DQ2184;UTM  16      - 5,011,104.598   493,923.245   MT  0.99960045   -0 03 18.0
 DQ2184
 DQ2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2184!SPC WI C     -   0.99997790  x   0.99996236  =   0.99994026
 DQ2184!UTM  16      -   0.99997790  x   0.99960045  =   0.99957836
 DQ2184
 DQ2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9392311104(NAD 83)
 DQ2184
 DQ2184                          SUPERSEDED SURVEY CONTROL
 DQ2184
 DQ2184.No superseded survey control is available for this station.
 DQ2184
 DQ2184_MARKER: DD = SURVEY DISK
 DQ2184_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2184_SP_SET: PIER
 DQ2184_STAMPING: 6Z74 2014
 DQ2184_MARK LOGO: WIDT
 DQ2184_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2184+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2015
 DQ2184
 DQ2184  HISTORY     - Date     Condition        Report By
 DQ2184  HISTORY     - 20150429 MONUMENTED       WIDT
 DQ2184
 DQ2184                          STATION DESCRIPTION
 DQ2184
 DQ2184'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2184'THE STATION IS APPROXIMATELY 4.9 MI (7.9 KM) NORTHEAST OF SISTER BAY,
 DQ2184'3.8 MI (6.1 KM) SOUTHWEST OF GILLS ROCK AND 3.2 MI (5.1 KM) NORTHWEST
 DQ2184'OF ROWLEY'S BAY AND IS LOCATED IN THE COMMUNITY OF ELLISON BAY AT THE
 DQ2184'TOWN OF LIBERTY GROVE PARK BEACH PIER.
 DQ2184'
 DQ2184'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ2184'HIGHWAY Z (WILDWOOD ROAD) ABOUT 1.5 MI (2.4 KM) NORTH OF THE VILLAGE
 DQ2184'OF SISTER BAY, GO NORTH ON STATE HIGHWAY 42 FOR 3.0 MI (4.8 KM) TO THE
 DQ2184'COMMUNITY OF ELLISON BAY AND THE JUNCTION OF STATE HIGHWAY 42 WITH
 DQ2184'BAYVIEW ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON BAYVIEW ROAD FOR
 DQ2184'0.05 MI (0.08 KM) TO A CABLE GATE ACROSS THE ROAD AND A PARKING AREA.
 DQ2184'CONTINUE NORTHWEST APPROXIMATELY 200 FT (61.0 M) TO A CONCRETE PIER
 DQ2184'WHICH EXTENDS APPROXIMATELY 200 FT (61.0 M) NORTH-NORTHEAST INTO THE
 DQ2184'ELLISON BAY.
 DQ2184'
 DQ2184'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2184'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ2184'THE NORTH END OF THE LIBERTY GROVE TOWN PARK BEACH PIER.  THE STATION
 DQ2184'IS 140 FT (42.7 M) NORTHEAST OF A -NO LIFEGUARD ON DUTY- SIGN, 18 FT
 DQ2184'(5.5 M) EAST OF A POST HOLDING A BIRD WIRE, 16 FT (4.9 M) NORTHEAST OF
 DQ2184'A MOORING POST AND 6 FT (1.8 M) NORTHWEST OF A MOORING POST.
 DQ2184'
 DQ2184'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2184'DEGREES ABOVE THE HORIZON.
 DQ2184'
 DQ2184'NOTE2-CALL BRIAN SMITH (920.421.0340) OF THE TOWN OF LIBERTY GROVE
 DQ2184'PARKS DEPARTMENT IN ADVANCE TO REQUEST THE CABLE GATE BE UNLOCKED
 DQ2184'PRIOR TO OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2183 ***********************************************************************
 DQ2183  DESIGNATION -  6Z75
 DQ2183  PID         -  DQ2183
 DQ2183  STATE/COUNTY-  WI/DOOR
 DQ2183  COUNTRY     -  US
 DQ2183  USGS QUAD   -  ELLISON BAY (2018)
 DQ2183
 DQ2183                         *CURRENT SURVEY CONTROL
 DQ2183  ______________________________________________________________________
 DQ2183* NAD 83(1986) POSITION- 45 15 34.4    (N) 087 02 50.6    (W)   HD_HELD2
 DQ2183* NAVD 88 ORTHO HEIGHT -   189.438 (meters)      621.51  (feet) ADJUSTED
 DQ2183  ______________________________________________________________________
 DQ2183  GEOID HEIGHT    -        -37.124 (meters)                     GEOID18
 DQ2183  DYNAMIC HEIGHT  -        189.423 (meters)      621.47  (feet) COMP
 DQ2183  MODELED GRAVITY -    980,534.4   (mgal)                       NAVD 88
 DQ2183
 DQ2183  VERT ORDER      -  SECOND    CLASS I
 DQ2183
 DQ2183.The horizontal coordinates were established by autonomous hand held GPS
 DQ2183.observations and have an estimated accuracy of +/- 10 meters.
 DQ2183
 DQ2183.The orthometric height was determined by differential leveling and
 DQ2183.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2183.in February 2017.
 DQ2183
 DQ2183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2183.GEOID18 height accuracy estimate available here.
 DQ2183
 DQ2183.Click photographs - Photos may exist for this station.
 DQ2183
 DQ2183.The dynamic height is computed by dividing the NAVD 88
 DQ2183.geopotential number by the normal gravity value computed on the
 DQ2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2183.degrees latitude (g = 980.6199 gals.).
 DQ2183
 DQ2183.The modeled gravity was interpolated from observed gravity values.
 DQ2183
 DQ2183;                    North         East    Units  Estimated Accuracy
 DQ2183;SPC WI C     -   162,696.      831,691.      MT  (+/- 10 meters HH2 GPS)
 DQ2183
 DQ2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9628111785(NAD 83)
 DQ2183
 DQ2183                          SUPERSEDED SURVEY CONTROL
 DQ2183
 DQ2183.No superseded survey control is available for this station.
 DQ2183
 DQ2183_MARKER: DD = SURVEY DISK
 DQ2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2183_STAMPING: 6Z75 2014
 DQ2183_MARK LOGO: WIDT
 DQ2183_PROJECTION: PROJECTING 11 CENTIMETERS
 DQ2183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2183+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2015
 DQ2183
 DQ2183  HISTORY     - Date     Condition        Report By
 DQ2183  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2183  HISTORY     - 20150501 GOOD             WIDT
 DQ2183
 DQ2183                          STATION DESCRIPTION
 DQ2183
 DQ2183'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2183'THE STATION IS LOCATED 2.9 MI (4.7 KM) NORTH-NORTHWEST OF ROWLEY'S
 DQ2183'BAY, 2.6 MI (4.2 KM) SOUTHWEST OF GILLS ROCK AND 1.2 MI (1.9 KM)
 DQ2183'EAST-NORTHEAST OF ELLISON BAY.
 DQ2183'
 DQ2183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ2183'HIGHWAY NP, LOCATED 2.0 MI (3.2 KM) EAST-NORTHEAST OF THE COMMUNITY OF
 DQ2183'ELLISON BAY, GO WEST ON STATE HIGHWAY 42 FOR 0.5 MI (0.8 KM) TO
 DQ2183'BLACKBERRY ROAD RIGHT.  CONTINUE WEST ON STATE HIGHWAY 42 FOR 0.3 MI
 DQ2183'(0.5 KM) TO THE STATION ON THE RIGHT.
 DQ2183'
 DQ2183'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2183'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2183'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.6 M (2.0 FT) LOWER
 DQ2183'THAN THE ROAD GRADE.  THE STATION IS 9.7 M (31.8 FT) NORTH OF THE
 DQ2183'CENTERLINE OF STATE HIGHWAY 42, 52.9 M (173.6 FT) EAST OF A POWER POLE
 DQ2183'-3228 12L11-, 23.1 M (75.8 FT) WEST OF A POWER POLE -3228 12L10-, 3.9
 DQ2183'M (12.8 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 2.0 M (6.6 FT)
 DQ2183'NORTH OF THE NORTH END OF A STEEL CULVERT PIPE UNDER FIELD ENTRANCE
 DQ2183'AND IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DQ2183'POSTS.
 DQ2183'
 DQ2183'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DQ2183'15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES SOUTH EXTENDING TO 30
 DQ2183'DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2182 ***********************************************************************
 DQ2182  DESIGNATION -  6Z76
 DQ2182  PID         -  DQ2182
 DQ2182  STATE/COUNTY-  WI/DOOR
 DQ2182  COUNTRY     -  US
 DQ2182  USGS QUAD   -  ELLISON BAY (2018)
 DQ2182
 DQ2182                         *CURRENT SURVEY CONTROL
 DQ2182  ______________________________________________________________________
 DQ2182* NAD 83(1986) POSITION- 45 15 41.8    (N) 087 01 10.8    (W)   HD_HELD2
 DQ2182* NAVD 88 ORTHO HEIGHT -   197.698 (meters)      648.61  (feet) ADJUSTED
 DQ2182  ______________________________________________________________________
 DQ2182  GEOID HEIGHT    -        -37.122 (meters)                     GEOID18
 DQ2182  DYNAMIC HEIGHT  -        197.682 (meters)      648.56  (feet) COMP
 DQ2182  MODELED GRAVITY -    980,535.9   (mgal)                       NAVD 88
 DQ2182
 DQ2182  VERT ORDER      -  SECOND    CLASS I
 DQ2182
 DQ2182.The horizontal coordinates were established by autonomous hand held GPS
 DQ2182.observations and have an estimated accuracy of +/- 10 meters.
 DQ2182
 DQ2182.The orthometric height was determined by differential leveling and
 DQ2182.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2182.in February 2017.
 DQ2182
 DQ2182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2182.GEOID18 height accuracy estimate available here.
 DQ2182
 DQ2182.Click photographs - Photos may exist for this station.
 DQ2182
 DQ2182.The dynamic height is computed by dividing the NAVD 88
 DQ2182.geopotential number by the normal gravity value computed on the
 DQ2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2182.degrees latitude (g = 980.6199 gals.).
 DQ2182
 DQ2182.The modeled gravity was interpolated from observed gravity values.
 DQ2182
 DQ2182;                    North         East    Units  Estimated Accuracy
 DQ2182;SPC WI C     -   163,004.      833,857.      MT  (+/- 10 meters HH2 GPS)
 DQ2182
 DQ2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9845712012(NAD 83)
 DQ2182
 DQ2182                          SUPERSEDED SURVEY CONTROL
 DQ2182
 DQ2182.No superseded survey control is available for this station.
 DQ2182
 DQ2182_MARKER: DD = SURVEY DISK
 DQ2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2182_STAMPING: 6Z76 2014
 DQ2182_MARK LOGO: WIDT
 DQ2182_PROJECTION: PROJECTING 7 CENTIMETERS
 DQ2182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2182+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2015
 DQ2182
 DQ2182  HISTORY     - Date     Condition        Report By
 DQ2182  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2182  HISTORY     - 20150501 GOOD             WIDT
 DQ2182
 DQ2182                          STATION DESCRIPTION
 DQ2182
 DQ2182'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2182'THE STATION IS LOCATED 3.0 MI (4.8 KM) NORTH-NORTHEAST OF ROWLEY'S
 DQ2182'BAY, 2.5 MI (4.0 KM) EAST-NORTHEAST OF ELLISON BAY AND 1.9 MI (3.1 KM)
 DQ2182'SOUTH OF GILLS ROCK.
 DQ2182'
 DQ2182'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ2182'HIGHWAY NP, LOCATED 2.0 MI (3.2 KM) EAST-NORTHEAST OF THE COMMUNITY OF
 DQ2182'ELLISON BAY, GO EAST ON STATE HIGHWAY 42 FOR 0.4 MI (0.6 KM) TO EUROPE
 DQ2182'BAY ROAD RIGHT.  TURN RIGHT AND GO EAST ON EUROPE BAY ROAD FOR 0.15 MI
 DQ2182'(0.24 KM) TO EUROPE BAY LANE LEFT.  TURN LEFT AND GO NORTH ON EUROPE
 DQ2182'BAY LANE FOR 0.1 MI (0.2 KM) TO A CUL-DE-SAC AND THE STATION AHEAD ON
 DQ2182'THE LEFT.
 DQ2182'
 DQ2182'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2182'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2182'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.9 M (3.0 FT) LOWER
 DQ2182'THAN THE ROAD GRADE.  THE STATION IS 14.0 M (45.9 FT) SOUTHEAST OF THE
 DQ2182'CENTERLINE OF STATE HIGHWAY 42, 6.2 M (20.3 FT) NORTHWEST OF THE EDGE
 DQ2182'OF PAVEMENT FOR A CUL-DE-SAC, 36.7 M (120.4 FT) NORTHWEST OF A POWER
 DQ2182'POLE -3229 7R17-, 16.8 M (55.1 FT) SOUTHWEST OF A POWER POLE -3229
 DQ2182'7R18-, 5.6 M (18.4 FT) SOUTHWEST OF WESTERN MOST OF 3 RED DIAMOND
 DQ2182'SIGNS AND IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ2182'WITNESS POSTS.
 DQ2182'
 DQ2182'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DQ2182'15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE EAST EXTENDING TO
 DQ2182'45 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2181 ***********************************************************************
 DQ2181  DESIGNATION -  6Z77
 DQ2181  PID         -  DQ2181
 DQ2181  STATE/COUNTY-  WI/DOOR
 DQ2181  COUNTRY     -  US
 DQ2181  USGS QUAD   -  ELLISON BAY (2018)
 DQ2181
 DQ2181                         *CURRENT SURVEY CONTROL
 DQ2181  ______________________________________________________________________
 DQ2181* NAD 83(1986) POSITION- 45 17 28.5    (N) 087 01 14.1    (W)   HD_HELD2
 DQ2181* NAVD 88 ORTHO HEIGHT -   181.240 (meters)      594.62  (feet) ADJUSTED
 DQ2181  ______________________________________________________________________
 DQ2181  GEOID HEIGHT    -        -37.101 (meters)                     GEOID18
 DQ2181  DYNAMIC HEIGHT  -        181.226 (meters)      594.57  (feet) COMP
 DQ2181  MODELED GRAVITY -    980,538.8   (mgal)                       NAVD 88
 DQ2181
 DQ2181  VERT ORDER      -  SECOND    CLASS I
 DQ2181
 DQ2181.The horizontal coordinates were established by autonomous hand held GPS
 DQ2181.observations and have an estimated accuracy of +/- 10 meters.
 DQ2181
 DQ2181.The orthometric height was determined by differential leveling and
 DQ2181.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2181.in February 2017.
 DQ2181
 DQ2181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2181.GEOID18 height accuracy estimate available here.
 DQ2181
 DQ2181.Click photographs - Photos may exist for this station.
 DQ2181
 DQ2181.The dynamic height is computed by dividing the NAVD 88
 DQ2181.geopotential number by the normal gravity value computed on the
 DQ2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2181.degrees latitude (g = 980.6199 gals.).
 DQ2181
 DQ2181.The modeled gravity was interpolated from observed gravity values.
 DQ2181
 DQ2181;                    North         East    Units  Estimated Accuracy
 DQ2181;SPC WI C     -   166,293.      833,664.      MT  (+/- 10 meters HH2 GPS)
 DQ2181
 DQ2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9838515305(NAD 83)
 DQ2181
 DQ2181                          SUPERSEDED SURVEY CONTROL
 DQ2181
 DQ2181.No superseded survey control is available for this station.
 DQ2181
 DQ2181_MARKER: DD = SURVEY DISK
 DQ2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2181_STAMPING: 6Z77 2014
 DQ2181_MARK LOGO: WIDT
 DQ2181_PROJECTION: FLUSH
 DQ2181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2181+STABILITY: SURFACE MOTION
 DQ2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2181+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2018
 DQ2181
 DQ2181  HISTORY     - Date     Condition        Report By
 DQ2181  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2181  HISTORY     - 20150501 GOOD             WIDT
 DQ2181  HISTORY     - 20180522 GOOD             GLENSC
 DQ2181
 DQ2181                          STATION DESCRIPTION
 DQ2181
 DQ2181'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2181'THE STATION IS LOCATED IN THE COMMUNITY OF GILLS ROCK.
 DQ2181'
 DQ2181'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ2181'HIGHWAY NP, LOCATED 2.0 MI (3.2 KM) EAST-NORTHEAST OF THE COMMUNITY OF
 DQ2181'ELLISON BAY, GO EAST THEN NORTH ON STATE HIGHWAY 42 FOR 2.6 MI (4.2
 DQ2181'KM) TO WISCONSIN BAY ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON
 DQ2181'WISCONSIN BAY ROAD FOR 0.05 MI (0.08 KM) TO A PARK RIGHT AND THE
 DQ2181'STATION ON THE RIGHT.
 DQ2181'
 DQ2181'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2181'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2181'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.2 M (0.7 FT) LOWER
 DQ2181'THAN THE ROAD GRADE.  THE STATION IS 37.9 M (124.3 FT) EAST OF THE
 DQ2181'CENTERLINE OF WISCONSIN BAY ROAD, 54.7 M (179.5 FT) SOUTHEAST OF
 DQ2181'SOUTHEAST OF A CORNER PARKING LOT, 44.4 M (145.7 FT) EAST OF A POWER
 DQ2181'POLE -3329 31L9-, 0.5 M (1.6 FT) NORTH OF A SPLIT RAIL FENCE AND 0.4 M
 DQ2181'(1.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DQ2181'
 DQ2181'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DQ2181'15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREE LINES EAST AND WEST
 DQ2181'EXTENDING TO 25 DEGREES.
 DQ2181
 DQ2181                          STATION RECOVERY (2018)
 DQ2181
 DQ2181'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DQ2181'THE 'TO REACH' SHOULD READ IN PART, GO EAST THEN NORTH THEN EAST ON
 DQ2181'STATE HIGHWAY 42 FOR 2.6 MI (4.2 KM) TO WEST WISCONSIN BAY ROAD ON THE
 DQ2181'LEFT.
 DQ2181'
 DQ2181'THE STATION IS 37.9 M (124.3 FT) EAST OF THE CENTERLINE OF WEST
 DQ2181'WISCONSIN BAY ROAD AND 54.7 M (179.5 FT) SOUTHEAST OF THE SOUTHEAST
 DQ2181'CORNER OF A PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2180 ***********************************************************************
 DQ2180  DESIGNATION -  6Z78
 DQ2180  PID         -  DQ2180
 DQ2180  STATE/COUNTY-  WI/DOOR
 DQ2180  COUNTRY     -  US
 DQ2180  USGS QUAD   -  ELLISON BAY (2018)
 DQ2180
 DQ2180                         *CURRENT SURVEY CONTROL
 DQ2180  ______________________________________________________________________
 DQ2180* NAD 83(1986) POSITION- 45 17 21.2    (N) 087 00 22.4    (W)   HD_HELD2
 DQ2180* NAVD 88 ORTHO HEIGHT -   196.890 (meters)      645.96  (feet) ADJUSTED
 DQ2180  ______________________________________________________________________
 DQ2180  GEOID HEIGHT    -        -37.104 (meters)                     GEOID18
 DQ2180  DYNAMIC HEIGHT  -        196.875 (meters)      645.91  (feet) COMP
 DQ2180  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DQ2180
 DQ2180  VERT ORDER      -  SECOND    CLASS I
 DQ2180
 DQ2180.The horizontal coordinates were established by autonomous hand held GPS
 DQ2180.observations and have an estimated accuracy of +/- 10 meters.
 DQ2180
 DQ2180.The orthometric height was determined by differential leveling and
 DQ2180.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2180.in February 2017.
 DQ2180
 DQ2180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2180.GEOID18 height accuracy estimate available here.
 DQ2180
 DQ2180.Click photographs - Photos may exist for this station.
 DQ2180
 DQ2180.The dynamic height is computed by dividing the NAVD 88
 DQ2180.geopotential number by the normal gravity value computed on the
 DQ2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2180.degrees latitude (g = 980.6199 gals.).
 DQ2180
 DQ2180.The modeled gravity was interpolated from observed gravity values.
 DQ2180
 DQ2180;                    North         East    Units  Estimated Accuracy
 DQ2180;SPC WI C     -   166,109.      834,798.      MT  (+/- 10 meters HH2 GPS)
 DQ2180
 DQ2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9951215080(NAD 83)
 DQ2180
 DQ2180                          SUPERSEDED SURVEY CONTROL
 DQ2180
 DQ2180.No superseded survey control is available for this station.
 DQ2180
 DQ2180_MARKER: DD = SURVEY DISK
 DQ2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2180_STAMPING: 6Z78 2014
 DQ2180_MARK LOGO: WIDT
 DQ2180_PROJECTION: FLUSH
 DQ2180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2180+STABILITY: SURFACE MOTION
 DQ2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2180+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2018
 DQ2180
 DQ2180  HISTORY     - Date     Condition        Report By
 DQ2180  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2180  HISTORY     - 20150501 GOOD             WIDT
 DQ2180  HISTORY     - 20180522 GOOD             GLENSC
 DQ2180
 DQ2180                          STATION DESCRIPTION
 DQ2180
 DQ2180'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2180'THE STATION IS LOCATED 5.0 MI (8.0 KM) NORTH OF ROWLEY'S BAY, 4.0 MI
 DQ2180'(6.4 KM) NORTHEAST OF ELLISON BAY, 0.7 MI (1.1 KM) EAST OF GILLS ROCK.
 DQ2180'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ2180'HIGHWAY NP, LOCATED 2.0 MI (3.2 KM) EAST-NORTHEAST OF THE COMMUNITY OF
 DQ2180'ELLISON BAY, GO EAST THEN NORTH THEN EAST ON STATE HIGHWAY 42 FOR 3.2
 DQ2180'MI (5.1 KM) TO EAST WISCONSIN BAY ROAD LEFT AND TIMBERLINE ROAD RIGHT.
 DQ2180'CONTINUE EAST ON STATE HIGHWAY 42 FOR 0.2 MI (0.3 KM) TO THE STATION
 DQ2180'ON THE LEFT.
 DQ2180'
 DQ2180'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2180'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2180'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.2 M (0.7 FT) LOWER
 DQ2180'THAN THE ROAD GRADE.  THE STATION IS 7.3 M (24.0 FT) NORTH OF THE
 DQ2180'CENTERLINE OF STATE HIGHWAY 42, 50.6 M (166.0 FT) WEST OF A POWER POLE
 DQ2180'-3329 32L3-, 35.3 M (115.8 FT) EAST OF A POWER POLE -3329 32L2-, 22.7
 DQ2180'M (74.5 FT) NORTHEAST OF A POST FOR A -42 NORTH/SCENIC BYWAY- SIGN AND
 DQ2180'BETWEEN 2 WHITE PLASTIC WITNESS POSTS.
 DQ2180'
 DQ2180'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DQ2180'15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES EAST EXTENDING TO 25
 DQ2180'DEGREES.
 DQ2180
 DQ2180                          STATION RECOVERY (2018)
 DQ2180
 DQ2180'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DQ2180'AN ELECTRIC LINE IS DIRECTLY OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2179 ***********************************************************************
 DQ2179  DESIGNATION -  6Z79
 DQ2179  PID         -  DQ2179
 DQ2179  STATE/COUNTY-  WI/DOOR
 DQ2179  COUNTRY     -  US
 DQ2179  USGS QUAD   -  WASHINGTON ISLAND SW (2018)
 DQ2179
 DQ2179                         *CURRENT SURVEY CONTROL
 DQ2179  ______________________________________________________________________
 DQ2179* NAD 83(2011) POSITION- 45 17 28.62880(N) 086 58 35.05816(W)   ADJUSTED
 DQ2179* NAD 83(2011) ELLIP HT-   141.095 (meters)        (04/14/17)   ADJUSTED
 DQ2179* NAD 83(2011) EPOCH   -  2010.00
 DQ2179* NAVD 88 ORTHO HEIGHT -   178.229 (meters)      584.74  (feet) ADJUSTED
 DQ2179  ______________________________________________________________________
 DQ2179  GEOID HEIGHT    -        -37.110 (meters)                     GEOID18
 DQ2179  NAD 83(2011) X  -    237,085.023 (meters)                     COMP
 DQ2179  NAD 83(2011) Y  - -4,488,484.496 (meters)                     COMP
 DQ2179  NAD 83(2011) Z  -  4,510,280.814 (meters)                     COMP
 DQ2179  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 DQ2179  DYNAMIC HEIGHT  -        178.216 (meters)      584.70  (feet) COMP
 DQ2179  MODELED GRAVITY -    980,538.9   (mgal)                       NAVD 88
 DQ2179
 DQ2179  VERT ORDER      -  SECOND    CLASS I
 DQ2179
 DQ2179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2179  Standards:
 DQ2179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2179  -------------------------------------------------------------------
 DQ2179  NETWORK    0.41   0.57           0.18   0.15   0.29     -0.10583727
 DQ2179  -------------------------------------------------------------------
 DQ2179  Click here for local accuracies and other accuracy information.
 DQ2179
 DQ2179.The horizontal coordinates were established by GPS observations
 DQ2179.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2179
 DQ2179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2179.been affixed to the stable North American tectonic plate. See 
 DQ2179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2179
 DQ2179.The horizontal coordinates are valid at the epoch date displayed above
 DQ2179.which is a decimal equivalence of Year/Month/Day.
 DQ2179
 DQ2179.The orthometric height was determined by differential leveling and
 DQ2179.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2179.in February 2017.
 DQ2179
 DQ2179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2179.GEOID18 height accuracy estimate available here.
 DQ2179
 DQ2179.Click photographs - Photos may exist for this station.
 DQ2179
 DQ2179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2179
 DQ2179.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2179
 DQ2179.The ellipsoidal height was determined by GPS observations
 DQ2179.and is referenced to NAD 83.
 DQ2179
 DQ2179.The dynamic height is computed by dividing the NAVD 88
 DQ2179.geopotential number by the normal gravity value computed on the
 DQ2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2179.degrees latitude (g = 980.6199 gals.).
 DQ2179
 DQ2179.The modeled gravity was interpolated from observed gravity values.
 DQ2179
 DQ2179. The following values were computed from the NAD 83(2011) position.
 DQ2179
 DQ2179;                    North         East     Units Scale Factor Converg.
 DQ2179;SPC WI C     -   166,424.686   837,127.216   MT  0.99996693   +2 08 00.2
 DQ2179;SPC WI C     -   546,011.66  2,746,474.87   sFT  0.99996693   +2 08 00.2
 DQ2179;UTM  16      - 5,015,309.657   501,850.197   MT  0.99960004   +0 01 00.4
 DQ2179
 DQ2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2179!SPC WI C     -   0.99997788  x   0.99996693  =   0.99994481
 DQ2179!UTM  16      -   0.99997788  x   0.99960004  =   0.99957793
 DQ2179
 DQ2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0185015309(NAD 83)
 DQ2179
 DQ2179                          SUPERSEDED SURVEY CONTROL
 DQ2179
 DQ2179.No superseded survey control is available for this station.
 DQ2179
 DQ2179_MARKER: DD = SURVEY DISK
 DQ2179_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2179_SP_SET: PIER
 DQ2179_STAMPING: 6Z79 2014
 DQ2179_MARK LOGO: WIDT
 DQ2179_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2179+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2018
 DQ2179
 DQ2179  HISTORY     - Date     Condition        Report By
 DQ2179  HISTORY     - 20150428 MONUMENTED       WIDT
 DQ2179  HISTORY     - 20180522 GOOD             GLENSC
 DQ2179
 DQ2179                          STATION DESCRIPTION
 DQ2179
 DQ2179'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2179'THE STATION IS LOCATED AT THE NORTHPORT PIER AND VISITOR CENTER FOR
 DQ2179'THE WASHINGTON ISLAND FERRY, APPROXIMATELY 5.7 MI (9.2 KM)
 DQ2179'NORTH-NORTHEAST OF ROWLEY'S BAY, 5.4 MI (8.7 KM) NORTHEAST OF ELLISON
 DQ2179'BAY AND 2.2 MI (3.5 KM) EAST OF GILLS ROCK.
 DQ2179'
 DQ2179'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ2179'HIGHWAY Z ABOUT 1.5 MI (2.4 KM) NORTH OF SISTER BAY, GO NORTH ON STATE
 DQ2179'HIGHWAY 42 FOR 10.4 MI (16.7 KM) TO THE END OF STATE HIGHWAY 42 AND
 DQ2179'THE NORTHPORT PIER AND VISITOR CENTER FOR THE WASHINGTON ISLAND FERRY
 DQ2179'ON THE RIGHT.  CONTINUE NORTHEAST FOR APPROXIMATELY 500 FT (152.4 M)
 DQ2179'TO THE NORTHEAST-MOST POINT OF THE CONCRETE PIER WHICH EXTENDS INTO
 DQ2179'LAKE MICHIGAN.
 DQ2179'
 DQ2179'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2179'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ2179'THE NORTH MOST CORNER OF THE CONCRETE PIER FOR THE WASHINGTON ISLAND
 DQ2179'FERRY.  THE STATION IS APPROXIMATELY 40 FT (12.2 M) NORTHWEST OF A
 DQ2179'LIGHT POLE, 11.7 FT (3.6 M) NORTH OF A CHAIN FENCE, 8.1 FT (2.5 M)
 DQ2179'WEST OF A FLAG POLE, 5.4 FT (1.6 M) SOUTH OF THE TOP OF AN EXPOSED
 DQ2179'SHEET PILING AND 4.8 FT (1.5 M) WEST OF THE TOP OF AN EXPOSED SHEET
 DQ2179'PILING.
 DQ2179'
 DQ2179'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2179'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED FLAG POLE.
 DQ2179
 DQ2179                          STATION RECOVERY (2018)
 DQ2179
 DQ2179'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DQ2179'THE STATION IS APPROXIMATELY 40 FT (12.2 M) NORTH OF A LIGHT POLE,
 DQ2179'11.7 FT (3.6 M) NORTHWEST OF A CHAIN FENCE, 8.1 FT (2.5 M) WEST OF A
 DQ2179'FLAGPOLE, 5.4 FT (1.6 M) SOUTHEAST OF THE TOP OF AN EXPOSED SHEET
 DQ2179'PILING AND 4.8 FT (1.5 M) SOUTHWEST OF THE TOP OF ANOTHER EXPOSED
 DQ2179'SHEET PILING.
 DQ2179'
 DQ2179'THE ONLY VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DQ2179'THE HORIZON ARE THE REFERENCED FLAGPOLE AND LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5010 ***********************************************************************
 DQ5010  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5010  DESIGNATION -  6Z80
 DQ5010  PID         -  DQ5010
 DQ5010  STATE/COUNTY-  WI/DOOR
 DQ5010  COUNTRY     -  US
 DQ5010  USGS QUAD   -  WASHINGTON ISLAND SW (2018)
 DQ5010
 DQ5010                         *CURRENT SURVEY CONTROL
 DQ5010  ______________________________________________________________________
 DQ5010* NAD 83(2011) POSITION- 45 20 20.45245(N) 086 56 16.54264(W)   ADJUSTED
 DQ5010* NAD 83(2011) ELLIP HT-   140.618 (meters)        (04/14/17)   ADJUSTED
 DQ5010* NAD 83(2011) EPOCH   -  2010.00
 DQ5010* NAVD 88 ORTHO HEIGHT -   177.68  (meters)      582.9   (feet) GPS OBS
 DQ5010  ______________________________________________________________________
 DQ5010  GEOID HEIGHT    -        -37.056 (meters)                     GEOID18
 DQ5010  NAD 83(2011) X  -    239,897.693 (meters)                     COMP
 DQ5010  NAD 83(2011) Y  - -4,484,557.830 (meters)                     COMP
 DQ5010  NAD 83(2011) Z  -  4,514,010.703 (meters)                     COMP
 DQ5010  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 DQ5010
 DQ5010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5010  Standards:
 DQ5010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5010  -------------------------------------------------------------------
 DQ5010  NETWORK    0.51   0.74           0.22   0.20   0.38     -0.07165800
 DQ5010  -------------------------------------------------------------------
 DQ5010  Click here for local accuracies and other accuracy information.
 DQ5010
 DQ5010.The horizontal coordinates were established by GPS observations
 DQ5010.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ5010
 DQ5010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5010.been affixed to the stable North American tectonic plate. See 
 DQ5010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5010
 DQ5010.The horizontal coordinates are valid at the epoch date displayed above
 DQ5010.which is a decimal equivalence of Year/Month/Day.
 DQ5010
 DQ5010.The orthometric height was determined by GPS observations and a
 DQ5010.high-resolution geoid model using precise GPS observation and
 DQ5010.processing techniques.
 DQ5010
 DQ5010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5010.GEOID18 height accuracy estimate available here.
 DQ5010
 DQ5010.Click photographs - Photos may exist for this station.
 DQ5010
 DQ5010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5010
 DQ5010.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5010
 DQ5010.The ellipsoidal height was determined by GPS observations
 DQ5010.and is referenced to NAD 83.
 DQ5010
 DQ5010. The following values were computed from the NAD 83(2011) position.
 DQ5010
 DQ5010;                    North         East     Units Scale Factor Converg.
 DQ5010;SPC WI C     -   171,838.307   839,943.370   MT  0.99997331   +2 09 37.9
 DQ5010;SPC WI C     -   563,772.85  2,755,714.21   sFT  0.99997331   +2 09 37.9
 DQ5010;UTM  16      - 5,020,613.618   504,863.247   MT  0.99960029   +0 02 38.9
 DQ5010
 DQ5010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5010!SPC WI C     -   0.99997795  x   0.99997331  =   0.99995126
 DQ5010!UTM  16      -   0.99997795  x   0.99960029  =   0.99957825
 DQ5010
 DQ5010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0486320613(NAD 83)
 DQ5010
 DQ5010                          SUPERSEDED SURVEY CONTROL
 DQ5010
 DQ5010.No superseded survey control is available for this station.
 DQ5010
 DQ5010_MARKER: DD = SURVEY DISK
 DQ5010_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ5010_SP_SET: RETAINING WALL AND SIDEWALK
 DQ5010_STAMPING: 6Z80 2014
 DQ5010_MARK LOGO: WIDT
 DQ5010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5010+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2015
 DQ5010
 DQ5010  HISTORY     - Date     Condition        Report By
 DQ5010  HISTORY     - 20150429 MONUMENTED       WIDT
 DQ5010
 DQ5010                          STATION DESCRIPTION
 DQ5010
 DQ5010'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ5010'THE STATION IS LOCATED AT DETROIT HARBOR, ON THE SOUTHWEST SIDE OF
 DQ5010'WASHINGTON ISLAND, APPROXIMATELY 29 MI (46.7 KM) SOUTHEAST OF ESCANABA
 DQ5010'MICHIGAN AND 14 MI (22.5 KM) NORTHEAST OF SISTER BAY.
 DQ5010'
 DQ5010'TO REACH THE STATION FROM THE NORTHPORT PIER AT THE NORTH END OF STATE
 DQ5010'HIGHWAY 42 ABOUT 2 MI (3.2 KM) EAST OF GILLS ROCK, TAKE THE CAR FERRY
 DQ5010'FROM THE NORTHPORT PIER TO WASHINGTON ISLAND DETROIT HARBOR.  AFTER AN
 DQ5010'APPROXIMATE 30 MINUTE FERRY TRIP, THE FERRY WILL DOCK AT THE DETROIT
 DQ5010'HARBOR FERRY TERMINAL ON WASHINGTON ISLAND.  EXIT THE FERRY AND GO
 DQ5010'WEST FOR 0.1 MI (0.2 KM) TO THE WASHINGTON ISLAND VISITOR CENTER ON
 DQ5010'THE LEFT, AND THE STATION ON THE LEFT.
 DQ5010'
 DQ5010'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5010'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ5010'A LARGE CONCRETE COMBINATION RETAINING WALL AND SIDE WALK AT THE
 DQ5010'WASHINGTON ISLAND FERRY TERMINAL.  THE STATION IS 15.0 M (49.2 FT)
 DQ5010'SOUTH OF A -FERRY LANE KEEP RIGHT- SIGN, 9.9 M (32.5 FT) SOUTHEAST OF
 DQ5010'THE CENTER OF A STORM SEWER GRATE, 5.5 M (18.0 FT) NORTHEAST OF A 6 FT
 DQ5010'(1.8 M) TALL ORNAMENTAL ANCHOR MOUNTED ON A CONCRETE SLAB, 5.4 M (17.7
 DQ5010'FT) NORTH OF A PARK BENCH AND 1.6 M (5.2 FT) SOUTHWEST OF SHEET PILING
 DQ5010'AT THE EDGE OF THE RETAINING WALL.
 DQ5010'
 DQ5010'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5010'DEGREES ABOVE THE HORIZON EXCEPT FOR A MAPLE TREE 60 FT (18.3 M) TO
 DQ5010'THE SOUTHWEST OF THE STATION AND EXTENDS TO 20 DEGREES ABOVE THE
 DQ5010'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5011 ***********************************************************************
 DQ5011  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5011  DESIGNATION -  6Z81
 DQ5011  PID         -  DQ5011
 DQ5011  STATE/COUNTY-  WI/DOOR
 DQ5011  COUNTRY     -  US
 DQ5011  USGS QUAD   -  WASHINGTON ISLAND NE (2018)
 DQ5011
 DQ5011                         *CURRENT SURVEY CONTROL
 DQ5011  ______________________________________________________________________
 DQ5011* NAD 83(2011) POSITION- 45 23 59.76573(N) 086 51 17.07156(W)   ADJUSTED
 DQ5011* NAD 83(2011) ELLIP HT-   140.761 (meters)        (04/14/17)   ADJUSTED
 DQ5011* NAD 83(2011) EPOCH   -  2010.00
 DQ5011* NAVD 88 ORTHO HEIGHT -   177.71  (meters)      583.0   (feet) GPS OBS
 DQ5011  ______________________________________________________________________
 DQ5011  GEOID HEIGHT    -        -36.939 (meters)                     GEOID18
 DQ5011  NAD 83(2011) X  -    246,144.093 (meters)                     COMP
 DQ5011  NAD 83(2011) Y  - -4,479,393.725 (meters)                     COMP
 DQ5011  NAD 83(2011) Z  -  4,518,767.493 (meters)                     COMP
 DQ5011  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 DQ5011
 DQ5011  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5011  Standards:
 DQ5011         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5011            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5011  -------------------------------------------------------------------
 DQ5011  NETWORK    0.80   1.12           0.35   0.30   0.57      0.18948069
 DQ5011  -------------------------------------------------------------------
 DQ5011  Click here for local accuracies and other accuracy information.
 DQ5011
 DQ5011.The horizontal coordinates were established by GPS observations
 DQ5011.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ5011
 DQ5011.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5011.been affixed to the stable North American tectonic plate. See 
 DQ5011.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5011
 DQ5011.The horizontal coordinates are valid at the epoch date displayed above
 DQ5011.which is a decimal equivalence of Year/Month/Day.
 DQ5011
 DQ5011.The orthometric height was determined by GPS observations and a
 DQ5011.high-resolution geoid model using precise GPS observation and
 DQ5011.processing techniques.
 DQ5011
 DQ5011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5011.GEOID18 height accuracy estimate available here.
 DQ5011
 DQ5011.Click photographs - Photos may exist for this station.
 DQ5011
 DQ5011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5011
 DQ5011.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5011
 DQ5011.The ellipsoidal height was determined by GPS observations
 DQ5011.and is referenced to NAD 83.
 DQ5011
 DQ5011. The following values were computed from the NAD 83(2011) position.
 DQ5011
 DQ5011;                    North         East     Units Scale Factor Converg.
 DQ5011;SPC WI C     -   178,852.844   846,196.452   MT  0.99998248   +2 13 09.2
 DQ5011;SPC WI C     -   586,786.37  2,776,229.53   sFT  0.99998248   +2 13 09.2
 DQ5011;UTM  16      - 5,027,389.924   511,368.620   MT  0.99960159   +0 06 12.3
 DQ5011
 DQ5011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5011!SPC WI C     -   0.99997793  x   0.99998248  =   0.99996041
 DQ5011!UTM  16      -   0.99997793  x   0.99960159  =   0.99957953
 DQ5011
 DQ5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER1136827389(NAD 83)
 DQ5011
 DQ5011                          SUPERSEDED SURVEY CONTROL
 DQ5011
 DQ5011.No superseded survey control is available for this station.
 DQ5011
 DQ5011_MARKER: DD = SURVEY DISK
 DQ5011_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ5011_SP_SET: RETAINING WALL AND SIDEWALK
 DQ5011_STAMPING: 6Z81 2014
 DQ5011_MARK LOGO: WIDT
 DQ5011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5011+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2015
 DQ5011
 DQ5011  HISTORY     - Date     Condition        Report By
 DQ5011  HISTORY     - 20150429 MONUMENTED       WIDT
 DQ5011
 DQ5011                          STATION DESCRIPTION
 DQ5011
 DQ5011'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ5011'THE STATION IS LOCATED AT JACKSON HARBOR, ON THE NORTHEAST SIDE OF
 DQ5011'WASHINGTON ISLAND, APPROXIMATELY 26 MI (41.8 KM) SOUTHEAST OF ESCANABA
 DQ5011'MICHIGAN AND 19.5 MI (31.4 KM) NORTHEAST OF SISTER BAY.
 DQ5011'
 DQ5011'TO REACH THE STATION FROM THE WASHINGTON ISLAND FERRY TERMINAL IN
 DQ5011'DETROIT HARBOR ON THE SOUTHWEST SIDE OF WASHINGTON ISLAND, GO NORTH ON
 DQ5011'COUNTY HIGHWAY W FOR 1.7 MI (2.7 KM) TO MAIN ROAD.  TURN LEFT AND GO
 DQ5011'NORTH ON MAIN ROAD FOR 2.6 MI (4.2 KM) TO JACKSON HARBOR ROAD, TURN
 DQ5011'RIGHT AND GO EAST ON JACKSON HARBOR ROAD FOR 3.5 MI (5.6 KM) TO A LEFT
 DQ5011'CURVE IN THE ROAD AND OLD CAMP ROAD STRAIGHT AHEAD.  CURVE LEFT AND GO
 DQ5011'NORTH ON JACKSON HARBOR ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF
 DQ5011'INDIAN POINT ROAD AHEAD WITH JACKSON HARBOR ROAD ON THE RIGHT.  TURN
 DQ5011'RIGHT AND CONTINUE NORTHEAST ON JACKSON HARBOR ROAD FOR 0.1 MI (0.2
 DQ5011'KM) TO THE HARBOR AREA AND THE STATION ON THE RIGHT.
 DQ5011'
 DQ5011'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5011'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ5011'A COMBINATION RETAINING WALL AND CONCRETE SIDEWALK.  THE STATION IS
 DQ5011'52.6 FT (16.0 M) SOUTHWEST OF A BLUE SHORE POWER OUTLET PEDESTAL, 41.4
 DQ5011'FT (12.6 M) NORTHEAST OF THE SOUTH END OF THE RETAINING WALL AND
 DQ5011'SIDEWALK, NEARBY SEVERAL LARGE IGNEOUS PUMICE ROCK, 11.5 FT (3.5 M)
 DQ5011'NORTH OF A MOORING POST, 9.2 FT (2.8 M) WEST OF A MOORING POST, AND
 DQ5011'0.9 M (3.0 FT) SOUTHEAST OF THE EDGE OF THE CONCRETE SIDEWALK ADJACENT
 DQ5011'TO THE JACKSON HARBOR ROAD GRAVEL DRIVE AND PARKING AREA.
 DQ5011'
 DQ5011'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5011'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING
 DQ5011'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0627 ***********************************************************************
 PN0627  DESIGNATION -  7 A 2
 PN0627  PID         -  PN0627
 PN0627  STATE/COUNTY-  WI/BROWN
 PN0627  COUNTRY     -  US
 PN0627  USGS QUAD   -  DE PERE (2018)
 PN0627
 PN0627                         *CURRENT SURVEY CONTROL
 PN0627  ______________________________________________________________________
 PN0627* NAD 83(1986) POSITION- 44 26 03.0    (N) 088 04 28.5    (W)   HD_HELD2
 PN0627* NAVD 88 ORTHO HEIGHT -   186.041 (meters)      610.37  (feet) ADJUSTED
 PN0627  ______________________________________________________________________
 PN0627  GEOID HEIGHT    -        -36.221 (meters)                     GEOID18
 PN0627  DYNAMIC HEIGHT  -        186.016 (meters)      610.29  (feet) COMP
 PN0627  MODELED GRAVITY -    980,480.4   (mgal)                       NAVD 88
 PN0627
 PN0627  VERT ORDER      -  FIRST     CLASS 0
 PN0627
 PN0627.The horizontal coordinates were established by autonomous hand held GPS
 PN0627.observations and have an estimated accuracy of +/- 10 meters.
 PN0627
 PN0627.The orthometric height was determined by differential leveling and
 PN0627.adjusted by the NATIONAL GEODETIC SURVEY
 PN0627.in June 1991.
 PN0627
 PN0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0627.GEOID18 height accuracy estimate available here.
 PN0627
 PN0627.Click photographs - Photos may exist for this station.
 PN0627
 PN0627.The dynamic height is computed by dividing the NAVD 88
 PN0627.geopotential number by the normal gravity value computed on the
 PN0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0627.degrees latitude (g = 980.6199 gals.).
 PN0627
 PN0627.The modeled gravity was interpolated from observed gravity values.
 PN0627
 PN0627;                    North         East    Units  Estimated Accuracy
 PN0627;SPC WI C     -    68,581.      753,281.      MT  (+/- 10 meters HH2 GPS)
 PN0627
 PN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1447620658(NAD 83)
 PN0627
 PN0627                          SUPERSEDED SURVEY CONTROL
 PN0627
 PN0627.No superseded survey control is available for this station.
 PN0627
 PN0627_MARKER: I = METAL ROD
 PN0627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0627_PROJECTION: RECESSED 3 CENTIMETERS
 PN0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0627_ROD/PIPE-DEPTH: 2.13 meters
 PN0627
 PN0627  HISTORY     - Date     Condition        Report By
 PN0627  HISTORY     - 1974     MONUMENTED       NOS
 PN0627  HISTORY     - 19940512 MARK NOT FOUND   WI-009
 PN0627  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 PN0627
 PN0627                          STATION DESCRIPTION
 PN0627
 PN0627'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0627'0.28 MI SW FROM DEPERE.
 PN0627'0.28 MILE SOUTHWEST ALONG THIRD ST., (ALSO COUNTY HIGHWAY D) FROM
 PN0627'THE INTERSECTION OF THIRD AND FOURTH STS. IN DEPERE, ON THE WEST SIDE
 PN0627'OF THE FOX RIVER, 300 FT. SOUTH OF THE INTERSECTION OF THIRD ST. AND
 PN0627'PROSPECT PLAE, NEAR THE SOUTHWEST CORNER OF PROPERTY AT NO. 1417,
 PN0627'60 FT. SOUTH OF U.P. NO. 635/40, 38 FT. EAST OF CENTERLINE OF HIGHWAY,
 PN0627'1.4 FT. SOUTH OF SOUTH FENCE LINE, A 5/8 INCH DIAMETER COPPER COATED
 PN0627'STEEL ROD, 7 FT. IN LENGTH, 1 FT. UNDER THE GROUND SURFACE AND ENCASED
 PN0627'IN A 6 INCH DIAMETER CONCRETE PIPE WITH COVER.
 PN0627
 PN0627                          STATION RECOVERY (1994)
 PN0627
 PN0627'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0627'MARK NOT FOUND.
 PN0627
 PN0627                          STATION RECOVERY (2003)
 PN0627
 PN0627'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0627'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8413 ***********************************************************************
 AB8413  DESIGNATION -  7 ADP
 AB8413  PID         -  AB8413
 AB8413  STATE/COUNTY-  WI/BURNETT
 AB8413  COUNTRY     -  US
 AB8413  USGS QUAD   -  TRADE RIVER (2018)
 AB8413
 AB8413                         *CURRENT SURVEY CONTROL
 AB8413  ______________________________________________________________________
 AB8413* NAD 83(2011) POSITION- 45 39 31.87934(N) 092 37 54.46220(W)   ADJUSTED
 AB8413* NAD 83(2011) ELLIP HT-   272.342 (meters)        (06/27/12)   ADJUSTED
 AB8413* NAD 83(2011) EPOCH   -  2010.00
 AB8413* NAVD 88 ORTHO HEIGHT -   299.5   (meters)      983.    (feet) GPS OBS
 AB8413  ______________________________________________________________________
 AB8413  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8413  GEOID HEIGHT    -        -26.616 (meters)                     GEOID93
 AB8413  GEOID HEIGHT    -        -27.148 (meters)                     GEOID18
 AB8413  NAD 83(2011) X  -   -205,053.401 (meters)                     COMP
 AB8413  NAD 83(2011) Y  - -4,460,997.236 (meters)                     COMP
 AB8413  NAD 83(2011) Z  -  4,539,021.538 (meters)                     COMP
 AB8413  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 AB8413
 AB8413  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8413  Standards:
 AB8413         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8413            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8413  -------------------------------------------------------------------
 AB8413  NETWORK    0.99   1.27           0.40   0.41   0.65      0.06773277
 AB8413  -------------------------------------------------------------------
 AB8413  Click here for local accuracies and other accuracy information.
 AB8413
 AB8413.The horizontal coordinates were established by GPS observations
 AB8413.and adjusted by the National Geodetic Survey in June 2012.
 AB8413
 AB8413.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8413.been affixed to the stable North American tectonic plate. See 
 AB8413.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8413
 AB8413.The horizontal coordinates are valid at the epoch date displayed above
 AB8413.which is a decimal equivalence of Year/Month/Day.
 AB8413
 AB8413.The orthometric height was determined by GPS observations and a
 AB8413.high-resolution geoid model.
 AB8413
 AB8413.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8413.GEOID18 height accuracy estimate available here.
 AB8413
 AB8413.Click photographs - Photos may exist for this station.
 AB8413
 AB8413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8413
 AB8413.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8413
 AB8413.The ellipsoidal height was determined by GPS observations
 AB8413.and is referenced to NAD 83.
 AB8413
 AB8413. The following values were computed from the NAD 83(2011) position.
 AB8413
 AB8413;                    North         East     Units Scale Factor Converg.
 AB8413;SPC WI N     -    58,101.581   394,923.920   MT  0.99998454   -1 53 54.6
 AB8413;SPC WI N     -   190,621.60  1,295,679.56   sFT  0.99998454   -1 53 54.6
 AB8413;UTM  15      - 5,056,211.042   528,685.665   MT  0.99961012   +0 15 48.0
 AB8413
 AB8413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8413!SPC WI N     -   0.99995731  x   0.99998454  =   0.99994185
 AB8413!UTM  15      -   0.99995731  x   0.99961012  =   0.99956744
 AB8413
 AB8413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2868556211(NAD 83)
 AB8413
 AB8413                          SUPERSEDED SURVEY CONTROL
 AB8413
 AB8413  NAD 83(2007)-  45 39 31.87933(N)    092 37 54.46269(W) AD(2002.00) 0
 AB8413  ELLIP H (02/10/07)  272.381  (m)                       GP(2002.00)    
 AB8413  NAD 83(1997)-  45 39 31.87953(N)    092 37 54.46329(W) AD(       ) 1
 AB8413  ELLIP H (01/30/03)  272.410  (m)                       GP(       ) 4 1
 AB8413  NAD 83(1991)-  45 39 31.87896(N)    092 37 54.46134(W) AD(       ) 1
 AB8413  ELLIP H (12/09/96)  272.441  (m)                       GP(       ) 4 1
 AB8413
 AB8413.Superseded values are not recommended for survey control.
 AB8413
 AB8413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8413.See file dsdata.pdf to determine how the superseded data were derived.
 AB8413
 AB8413_MARKER: DB = BENCH MARK DISK
 AB8413_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AB8413_STAMPING: 7 ADP 1954
 AB8413_MARK LOGO: USGS
 AB8413_PROJECTION: FLUSH
 AB8413_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB8413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB8413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8413+SATELLITE: SATELLITE OBSERVATIONS - 1954
 AB8413
 AB8413  HISTORY     - Date     Condition        Report By
 AB8413  HISTORY     - 1954     MONUMENTED       USGS
 AB8413
 AB8413                          STATION DESCRIPTION
 AB8413
 AB8413'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (ADP)
 AB8413'THE STATION IS LOCATED 24.0 KM (14.90 MI) SOUTHWEST OF THE VILLAGE OF
 AB8413'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8413'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 13.2 KM (8.20 MI)
 AB8413'SOUTHEAST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHWEST
 AB8413'QUARTER OF THE SOUTHWEST QUARTER, SECTION 29, T37N, R18W, TOWN OF
 AB8413'TRADE LAKE.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG,
 AB8413'WISCONSIN (WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO
 AB8413'SOUTH ALONG STATE HIGHWAY 48/87 7.31 KM (4.55 MI) TO WHERE STATE
 AB8413'HIGHWAY 48 SPLITS OFF TO EAST, CONTINUE SOUTH (STRAIGHT AHEAD) ALONG
 AB8413'STATE HIGHWAY 87 5.7 KM (3.55 MI) TO COUNTY ROAD Z, GO EAST ALONG
 AB8413'COUNTY ROAD Z 3.4 KM (2.10 MI) TO CEDAR POINT ROAD, GO NORTH ALONG
 AB8413'CEDAR POINT ROAD 460 FEET (140.2 M) TO STATION LOCATED 34 FEET (10.4
 AB8413'M) EAST OF ROAD, EAST OF ROAD DITCHING.  THIS STATION IS A EXISTING
 AB8413'UNITED STATES GEOLOGICAL SURVEY BENCH MARK.  FIBERGLASS WITNESS POST
 AB8413'SET ALONG EAST SIDE OF THE STATION.  THE STATION MARKER IS SET IN A
 AB8413'SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0624 ***********************************************************************
 PN0624  DESIGNATION -  7 CED
 PN0624  PID         -  PN0624
 PN0624  STATE/COUNTY-  WI/BROWN
 PN0624  COUNTRY     -  US
 PN0624  USGS QUAD   -  DE PERE (2018)
 PN0624
 PN0624                         *CURRENT SURVEY CONTROL
 PN0624  ______________________________________________________________________
 PN0624* NAD 83(1986) POSITION- 44 27 00.39   (N) 088 03 47.88   (W)   HD_HELD1
 PN0624* NAVD 88 ORTHO HEIGHT -   180.667 (meters)      592.74  (feet) ADJUSTED
 PN0624  ______________________________________________________________________
 PN0624  GEOID HEIGHT    -        -36.224 (meters)                     GEOID18
 PN0624  DYNAMIC HEIGHT  -        180.643 (meters)      592.66  (feet) COMP
 PN0624  MODELED GRAVITY -    980,482.6   (mgal)                       NAVD 88
 PN0624
 PN0624  VERT ORDER      -  SECOND    CLASS I
 PN0624
 PN0624.The horizontal coordinates were determined by differentially corrected
 PN0624.hand held GPS observations or other comparable positioning techniques
 PN0624.and have an estimated accuracy of +/- 3 meters.
 PN0624
 PN0624.The orthometric height was determined by differential leveling and
 PN0624.adjusted by the WI DEPT OF TRANSP
 PN0624.in May 2012.
 PN0624
 PN0624.No vertical observational check was made to the station.
 PN0624
 PN0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0624.GEOID18 height accuracy estimate available here.
 PN0624
 PN0624.Click photographs - Photos may exist for this station.
 PN0624
 PN0624.The dynamic height is computed by dividing the NAVD 88
 PN0624.geopotential number by the normal gravity value computed on the
 PN0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0624.degrees latitude (g = 980.6199 gals.).
 PN0624
 PN0624.The modeled gravity was interpolated from observed gravity values.
 PN0624
 PN0624;                    North         East    Units  Estimated Accuracy
 PN0624;SPC WI C     -    70,373.0     754,136.7     MT  (+/- 3 meters HH1 GPS) 
 PN0624
 PN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1539722417(NAD 83)
 PN0624
 PN0624                          SUPERSEDED SURVEY CONTROL
 PN0624
 PN0624  NAVD 88 (06/15/91)  180.668  (m)          592.74   (f) SUPERSEDED  1 0
 PN0624
 PN0624.Superseded values are not recommended for survey control.
 PN0624
 PN0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0624.See file dsdata.pdf to determine how the superseded data were derived.
 PN0624
 PN0624_MARKER: DD = SURVEY DISK
 PN0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0624_SP_SET: LOCK WALL
 PN0624_STAMPING: NO 7 CED PL
 PN0624_MARK LOGO: USACE
 PN0624_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0624+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2018
 PN0624
 PN0624  HISTORY     - Date     Condition        Report By
 PN0624  HISTORY     - UNK      MONUMENTED       USACE
 PN0624  HISTORY     - 1974     GOOD             NOS
 PN0624  HISTORY     - 19940526 GOOD             WI-009
 PN0624  HISTORY     - 19991105 GOOD             USPSQD
 PN0624  HISTORY     - 20030607 GOOD             USPSQD
 PN0624  HISTORY     - 20050620 GOOD             USPSQD
 PN0624  HISTORY     - 20050809 GOOD             WIDT
 PN0624  HISTORY     - 20081120 GOOD             WIDT
 PN0624  HISTORY     - 20181007 GOOD             USPSQD
 PN0624
 PN0624                          STATION DESCRIPTION
 PN0624
 PN0624'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0624'IN DEPERE.
 PN0624'IN DEPERE, 0.1 MILE WEST ALONG ROAD LEADING TO LOCKS FROM THE
 PN0624'INTERSECTION OF JAMES AND NORTH FRONT STREETS, SET ON THE WESTERLY
 PN0624'CONCRETE LOCK WALL, 1.2 FT. WEST OF EAST FACE AND 0.9 FT. SOUTH OF
 PN0624'NORTH FACE OF RECESSED ANGLE IN WALL.
 PN0624
 PN0624                          STATION RECOVERY (1994)
 PN0624
 PN0624'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0624'RECOVERED AS DESCRIBED.  BENCH MARK GB 6 USLS LOCATED ON ACROSS
 PN0624'(NORTHLY) LOCK IS ALSO STAMPED CED PL 7
 PN0624
 PN0624                          STATION RECOVERY (1999)
 PN0624
 PN0624'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0624'RECOVERED IN GOOD CONDITION.
 PN0624
 PN0624                          STATION RECOVERY (2003)
 PN0624
 PN0624'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0624'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS NEAR THE SOUTH END
 PN0624'OF THE WESTERN LOCK WALL, ABOUT 30 FEET SOUTH OF THE SOUTHERN GATE
 PN0624'HINGE, 13.5 FEET SOUTHEAST OF THE SOUTHERN GATE TURN STILE.  NOTE--
 PN0624'THERE IS ANOTHER CORPS OF ENGINEERS DISK LOCATED AT THE NORTH END OF
 PN0624'THE WEST LOCK WALL.
 PN0624
 PN0624                          STATION RECOVERY (2005)
 PN0624
 PN0624'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0624'ALSO MARKED GB 6
 PN0624
 PN0624                          STATION RECOVERY (2005)
 PN0624
 PN0624'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0624'RECOVERED IN GOOD CONDITION.  ADD--THERE IS ANOTHER MONUMENT ON THE
 PN0624'NORTH END OF THIS SAME LOCK WALL STAMPED --75-33 ARMY CORP OF
 PN0624'ENGINEERS--.
 PN0624
 PN0624                          STATION RECOVERY (2008)
 PN0624
 PN0624'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PN0624'RECOVERED AS DESCRIBED.
 PN0624
 PN0624                          STATION RECOVERY (2018)
 PN0624
 PN0624'RECOVERY NOTE BY US POWER SQUADRON 2018 (GAM)
 PN0624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4934 ***********************************************************************
 DJ4934  DESIGNATION -  7 SUMNER S GPS
 DJ4934  PID         -  DJ4934
 DJ4934  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4934  COUNTRY     -  US
 DJ4934  USGS QUAD   -  OSSEO (2018)
 DJ4934
 DJ4934                         *CURRENT SURVEY CONTROL
 DJ4934  ______________________________________________________________________
 DJ4934* NAD 83(2011) POSITION- 44 30 56.79182(N) 091 13 23.92825(W)   ADJUSTED
 DJ4934* NAD 83(2011) ELLIP HT-   282.400 (meters)        (06/27/12)   ADJUSTED
 DJ4934* NAD 83(2011) EPOCH   -  2010.00
 DJ4934* NAVD 88 ORTHO HEIGHT -   313.895 (meters)     1029.84  (feet) ADJUSTED
 DJ4934  ______________________________________________________________________
 DJ4934  GEOID HEIGHT    -        -31.494 (meters)                     GEOID18
 DJ4934  NAD 83(2011) X  -    -97,260.251 (meters)                     COMP
 DJ4934  NAD 83(2011) Y  - -4,554,642.403 (meters)                     COMP
 DJ4934  NAD 83(2011) Z  -  4,449,336.347 (meters)                     COMP
 DJ4934  LAPLACE CORR    -         -8.95  (seconds)                    DEFLEC18
 DJ4934  DYNAMIC HEIGHT  -        313.856 (meters)     1029.71  (feet) COMP
 DJ4934  MODELED GRAVITY -    980,486.9   (mgal)                       NAVD 88
 DJ4934
 DJ4934  VERT ORDER      -  SECOND    CLASS I
 DJ4934
 DJ4934  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4934  Standards:
 DJ4934         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4934            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4934  -------------------------------------------------------------------
 DJ4934  NETWORK    0.36   0.35           0.16   0.13   0.18      0.03236513
 DJ4934  -------------------------------------------------------------------
 DJ4934  Click here for local accuracies and other accuracy information.
 DJ4934
 DJ4934.The horizontal coordinates were established by GPS observations
 DJ4934.and adjusted by the National Geodetic Survey in June 2012.
 DJ4934
 DJ4934.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4934.been affixed to the stable North American tectonic plate. See 
 DJ4934.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4934
 DJ4934.The horizontal coordinates are valid at the epoch date displayed above
 DJ4934.which is a decimal equivalence of Year/Month/Day.
 DJ4934
 DJ4934.The orthometric height was determined by differential leveling and
 DJ4934.adjusted by the WI DEPT OF TRANSP
 DJ4934.in May 2012.
 DJ4934
 DJ4934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4934.GEOID18 height accuracy estimate available here.
 DJ4934
 DJ4934.Click photographs - Photos may exist for this station.
 DJ4934
 DJ4934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4934
 DJ4934.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4934
 DJ4934.The ellipsoidal height was determined by GPS observations
 DJ4934.and is referenced to NAD 83.
 DJ4934
 DJ4934.The dynamic height is computed by dividing the NAVD 88
 DJ4934.geopotential number by the normal gravity value computed on the
 DJ4934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4934.degrees latitude (g = 980.6199 gals.).
 DJ4934
 DJ4934.The modeled gravity was interpolated from observed gravity values.
 DJ4934
 DJ4934. The following values were computed from the NAD 83(2011) position.
 DJ4934
 DJ4934;                    North         East     Units Scale Factor Converg.
 DJ4934;SPC WI C     -    76,564.171   502,744.191   MT  0.99996038   -0 51 47.3
 DJ4934;SPC WI C     -   251,194.28  1,649,419.90   sFT  0.99996038   -0 51 47.3
 DJ4934;UTM  15      - 4,930,696.676   641,204.915   MT  0.99984520   +1 14 45.1
 DJ4934
 DJ4934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4934!SPC WI C     -   0.99995572  x   0.99996038  =   0.99991610
 DJ4934!UTM  15      -   0.99995572  x   0.99984520  =   0.99980093
 DJ4934
 DJ4934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4120430696(NAD 83)
 DJ4934
 DJ4934                          SUPERSEDED SURVEY CONTROL
 DJ4934
 DJ4934  NAD 83(2007)-  44 30 56.79200(N)    091 13 23.92914(W) AD(2002.00) 1
 DJ4934  ELLIP H (07/29/08)  282.431  (m)                       GP(2002.00) 3 1
 DJ4934  NAVD 88             313.88   (m)         1029.8    (f) LEVELING    3  
 DJ4934  NAVD 88 (07/08/08)  313.883  (m)         1029.80   (f) SUPERSEDED  2 1
 DJ4934
 DJ4934.Superseded values are not recommended for survey control.
 DJ4934
 DJ4934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4934.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4934
 DJ4934_MARKER: DD = SURVEY DISK
 DJ4934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4934_STAMPING: 7 SUMMER S GPS 1995
 DJ4934_MARK LOGO: WI-121
 DJ4934_PROJECTION: FLUSH
 DJ4934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4934+STABILITY: SURFACE MOTION
 DJ4934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4934+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2023
 DJ4934
 DJ4934  HISTORY     - Date     Condition        Report By
 DJ4934  HISTORY     - 1995     MONUMENTED       WI-121
 DJ4934  HISTORY     - 20061031 GOOD             WIDT
 DJ4934  HISTORY     - 20110919 GOOD             WIDT
 DJ4934  HISTORY     - 20230405 GOOD             WI-053
 DJ4934
 DJ4934                          STATION DESCRIPTION
 DJ4934
 DJ4934'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4934'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4934'HIGHWAY E ABOUT 4 MI (6.4 KM) SOUTH OF THE CITY OF OSSEO, GO SOUTHERLY
 DJ4934'ON US HIGHWAY 53 FOR 0.35 MI (0.6 KM) TO THE STATION ON THE LEFT.  THE
 DJ4934'STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL STATION DISK
 DJ4934'SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED
 DJ4934'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DJ4934'STATION IS 16.4 M (53.8 FT) NORTHEAST OF THE CENTERLINE OF US HIGHWAY
 DJ4934'53, 20.3 M (66.6 FT) SOUTHEAST OF A WOODEN RIGHT-OF-WAY POST, 11 M
 DJ4934'(36.1 FT) NORTHWEST OF A FIELD ENTRANCE, 8.5 M (27.9 FT) EAST OF A
 DJ4934'WOOD POST FOR A --ADOPT A HIGHWAY-- SIGN, 3 M (9.8 FT) SOUTHWEST OF AN
 DJ4934'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) SOUTH, NORTHWEST, AND NORTHEAST
 DJ4934'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4934'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4934'HORIZON.
 DJ4934
 DJ4934                          STATION RECOVERY (2011)
 DJ4934
 DJ4934'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4934'RECOVERED IN GOOD CONDITION.
 DJ4934
 DJ4934                          STATION RECOVERY (2023)
 DJ4934
 DJ4934'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2023 (CB)
 DJ4934'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0356 ***********************************************************************
 ON0356  DESIGNATION -  71 GHC
 ON0356  PID         -  ON0356
 ON0356  STATE/COUNTY-  WI/CRAWFORD
 ON0356  COUNTRY     -  US
 ON0356  USGS QUAD   -  PRAIRIE DU CHIEN (2018)
 ON0356
 ON0356                         *CURRENT SURVEY CONTROL
 ON0356  ______________________________________________________________________
 ON0356* NAD 83(1986) POSITION- 43 06 41.8    (N) 091 08 29.5    (W)   HD_HELD2
 ON0356* NAVD 88 ORTHO HEIGHT -   192.613 (meters)      631.93  (feet) ADJUSTED
 ON0356  ______________________________________________________________________
 ON0356  GEOID HEIGHT    -        -31.702 (meters)                     GEOID18
 ON0356  DYNAMIC HEIGHT  -        192.565 (meters)      631.77  (feet) COMP
 ON0356  MODELED GRAVITY -    980,367.2   (mgal)                       NAVD 88
 ON0356
 ON0356  VERT ORDER      -  SECOND    CLASS I
 ON0356
 ON0356.The horizontal coordinates were established by autonomous hand held GPS
 ON0356.observations and have an estimated accuracy of +/- 10 meters.
 ON0356
 ON0356.The orthometric height was determined by differential leveling and
 ON0356.adjusted by the WI DEPT OF TRANSP
 ON0356.in May 2012.
 ON0356
 ON0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0356.GEOID18 height accuracy estimate available here.
 ON0356
 ON0356.Click photographs - Photos may exist for this station.
 ON0356
 ON0356.The dynamic height is computed by dividing the NAVD 88
 ON0356.geopotential number by the normal gravity value computed on the
 ON0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0356.degrees latitude (g = 980.6199 gals.).
 ON0356
 ON0356.The modeled gravity was interpolated from observed gravity values.
 ON0356
 ON0356;                    North         East    Units  Estimated Accuracy
 ON0356;SPC WI S     -   124,125.      507,095.      MT  (+/- 10 meters HH2 GPS)
 ON0356
 ON0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5120874885(NAD 83)
 ON0356
 ON0356                          SUPERSEDED SURVEY CONTROL
 ON0356
 ON0356  NAVD 88 (04/20/07)  192.610  (m)          631.92   (f) SUPERSEDED  2 1
 ON0356  NAVD 88 (06/15/91)  192.632  (m)          631.99   (f) SUPERSEDED  1 1
 ON0356  NGVD 29 (??/??/92)  192.679  (m)          632.15   (f) ADJ UNCH    1 1
 ON0356
 ON0356.Superseded values are not recommended for survey control.
 ON0356
 ON0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0356.See file dsdata.pdf to determine how the superseded data were derived.
 ON0356
 ON0356_MARKER: DD = SURVEY DISK
 ON0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0356_STAMPING: 71 GHC 1965 632
 ON0356_MARK LOGO: USGS
 ON0356_PROJECTION: RECESSED 5 CENTIMETERS
 ON0356_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0356+STABILITY: SURFACE MOTION
 ON0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0356+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2015
 ON0356
 ON0356  HISTORY     - Date     Condition        Report By
 ON0356  HISTORY     - 1965     MONUMENTED       USGS
 ON0356  HISTORY     - 1970     GOOD             NGS
 ON0356  HISTORY     - 20030411 GOOD             WIDT
 ON0356  HISTORY     - 20071030 GOOD             WIDT
 ON0356  HISTORY     - 20150619 GOOD             USACES
 ON0356
 ON0356                          STATION DESCRIPTION
 ON0356
 ON0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0356'4 MI N FROM PRAIRIE DU CHIEN.
 ON0356'ABOUT 3.95 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0356'FROM THE STATION AT PRAIRIE DU CHIEN, 0.35 MILE NORTH OF THE
 ON0356'CROSSING OF THE RAILROAD AND COUNTY ROAD K, 35.4 FEET EAST OF
 ON0356'THE EAST RAIL OF THE EAST TRACK, 46 FEET WEST OF THE CENTER
 ON0356'LINE OF STATE HIGHWAY 35, 26 FEET NORTH OF THE CENTER LINE OF
 ON0356'A TRACK ROAD, 54 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 ON0356'NORTH CONCRETE ABUTMENT ON RAILROAD BRIDGE NUMBER 243.59 OVER
 ON0356'MILL COULEE, 2.3 FEET NORTH OF A TELEPHONE POLE, 0.9 FOOT SOUTH
 ON0356'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 ON0356'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 2 INCHES
 ON0356'BELOW THE SURFACE OF THE GROUND.  SECTION 6, T 8N, R 6W.
 ON0356
 ON0356                          STATION RECOVERY (2003)
 ON0356
 ON0356'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 ON0356'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0356'THE JUNCTION OF STATE HIGHWAY 27 WITH STATE HIGHWAY 35 IN THE CITY OF
 ON0356'PRAIRIE DU CHIEN, GO NORTH ON STATE HIGHWAY 35 FOR 3.8 MI (6.12 KM) TO
 ON0356'COUNTY HIGHWAY K ON THE LEFT AND MILL COULEE ROAD ON THE RIGHT,
 ON0356'CONTINUE NORTH ON STATE HIGHWAY 35 FOR 0.3 MI (0.48 KM) TO THE STATION
 ON0356'ON THE LEFT.  THE STATION IS AN ALUMINUM US GEOLOGICAL SURVEY DISK SET
 ON0356'IN THE TOP OF A 17 CM (7 INCH) DIAMETER ROUND CONCRETE POST ABOUT
 ON0356'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.0 M (45.9 FT) WEST
 ON0356'OF THE CENTERLINE OF STATE HIGHWAY 35, 10.8 M (35.4 FT) EAST OF THE
 ON0356'EAST RAIL OF THE RAILROAD TRACKS, 7.9 M (25.9 FT) NORTH OF THE
 ON0356'CENTERLINE OF A GRAVEL FIELD ENTRANCE, 0.7 M (2.3 FT) NORTH OF A STUMP
 ON0356'FROM A POWER POLE.  0.2 M (0.7 FT) SOUTH OF A METAL WITNESS
 ON0356'POST.---NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 ON0356'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE
 ON0356'SOUTHEAST QUADRANT EXTENDING FROM 40 TO 45 DEGREES ABOVE THE HORIZON.
 ON0356
 ON0356                          STATION RECOVERY (2007)
 ON0356
 ON0356'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 ON0356'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN LINE WITH THE
 ON0356'EXTENDED CENTERLINE OF MILL COULEE ROAD, 11.0 M NORTH-NORTHWEST OF THE
 ON0356'NORTH END OF A METAL GUARD RAIL, AND 8.1 M NORTHEAST OF A --STOP
 ON0356'PRIVATE X CROSSING-- METAL SIGN POST.  ---NOTE--- THE MONUMENT IS
 ON0356'RECESSED 15 MCM BELOW GROUND LEVEL.
 ON0356
 ON0356                          STATION RECOVERY (2015)
 ON0356
 ON0356'RECOVERY NOTE BY USACE ST. PAUL  MN DISTRICT 2015 (POJ)
 ON0356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8499 ***********************************************************************
 DH8499  DESIGNATION -  72 GHC RESET
 DH8499  PID         -  DH8499
 DH8499  STATE/COUNTY-  WI/CRAWFORD
 DH8499  COUNTRY     -  US
 DH8499  USGS QUAD   -  HARPERS FERRY (2018)
 DH8499
 DH8499                         *CURRENT SURVEY CONTROL
 DH8499  ______________________________________________________________________
 DH8499* NAD 83(1986) POSITION- 43 10 11.02   (N) 091 08 02.20   (W)   HD_HELD1
 DH8499* NAVD 88 ORTHO HEIGHT -   193.692 (meters)      635.47  (feet) ADJUSTED
 DH8499  ______________________________________________________________________
 DH8499  GEOID HEIGHT    -        -31.753 (meters)                     GEOID18
 DH8499  DYNAMIC HEIGHT  -        193.647 (meters)      635.32  (feet) COMP
 DH8499  MODELED GRAVITY -    980,385.1   (mgal)                       NAVD 88
 DH8499
 DH8499  VERT ORDER      -  SECOND    CLASS I
 DH8499
 DH8499.The horizontal coordinates were determined by differentially corrected
 DH8499.hand held GPS observations or other comparable positioning techniques
 DH8499.and have an estimated accuracy of +/- 3 meters.
 DH8499
 DH8499.The orthometric height was determined by differential leveling and
 DH8499.adjusted by the WI DEPT OF TRANSP
 DH8499.in May 2012.
 DH8499
 DH8499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8499.GEOID18 height accuracy estimate available here.
 DH8499
 DH8499.Click photographs - Photos may exist for this station.
 DH8499
 DH8499.The dynamic height is computed by dividing the NAVD 88
 DH8499.geopotential number by the normal gravity value computed on the
 DH8499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8499.degrees latitude (g = 980.6199 gals.).
 DH8499
 DH8499.The modeled gravity was interpolated from observed gravity values.
 DH8499
 DH8499;                    North         East    Units  Estimated Accuracy
 DH8499;SPC WI S     -   130,572.2     507,800.3     MT  (+/- 3 meters HH1 GPS) 
 DH8499
 DH8499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5168181353(NAD 83)
 DH8499
 DH8499                          SUPERSEDED SURVEY CONTROL
 DH8499
 DH8499  NAVD 88 (04/20/07)  193.691  (m)          635.47   (f) SUPERSEDED  2 1
 DH8499
 DH8499.Superseded values are not recommended for survey control.
 DH8499
 DH8499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8499.See file dsdata.pdf to determine how the superseded data were derived.
 DH8499
 DH8499_MARKER: DV = VERTICAL CONTROL DISK
 DH8499_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8499_SP_SET: BRIDGE ABUTMENT
 DH8499_STAMPING: 72 GHC RESET 1986
 DH8499_MARK LOGO: NGS
 DH8499_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8499+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2010
 DH8499
 DH8499  HISTORY     - Date     Condition        Report By
 DH8499  HISTORY     - 1986     MONUMENTED       NGS
 DH8499  HISTORY     - 20010413 GOOD             WIDT
 DH8499  HISTORY     - 20071031 GOOD             WIDT
 DH8499  HISTORY     - 20101130 GOOD             INDIV
 DH8499
 DH8499                          STATION DESCRIPTION
 DH8499
 DH8499'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DH8499'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH8499'STATION FROM THE JUNCTION STATE HIGHWAY 35 WITH COUNTY HIGHWAY D ABOUT
 DH8499'8 MI (12.87 KM) NORTH OF THE CITY OF PRAIRIE DU CHIEN, GO NORTH ON
 DH8499'STATE HIGHWAY 35 FOR 116 M (380.6 FT) TO A BRIDGE --B-12-42-86-- AND
 DH8499'THE STATION ON THE RIGHT.  THE STATION IS SET IN THE SOUTH END OF THE
 DH8499'EAST ABUTMENT.  THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY
 DH8499'VERTICAL CONTROL DISK SET IN THE TOP OF A BRIDGE ABUTMENT ABOUT 1 M
 DH8499'(3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 5.7 M (18.7 FT)
 DH8499'EAST OF THE CENTERLINE OF STATE HIGHWAY 35, 116 M (380.6 FT) NORTH OF
 DH8499'THE CENTERLINE OF COUNTY HIGHWAY D, 5.2 M (17.1 FT) NORTH OF A CATCH
 DH8499'BASIN INLET, 2.9 M (9.5 FT) NORTH OF THE BRONZE PLAQUE
 DH8499'--B-12-42-86--.---NOTE--- STATION IS NOT SUITABLE FOR GPS OBSERVATION
 DH8499'DUE TO BEING SET TO CLOSE TO HIGHWAY.
 DH8499
 DH8499                          STATION RECOVERY (2007)
 DH8499
 DH8499'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8499'RECOVERED IN GOOD CONDITION.
 DH8499
 DH8499                          STATION RECOVERY (2010)
 DH8499
 DH8499'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 DH8499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0108 ***********************************************************************
 ON0108  DESIGNATION -  728
 ON0108  PID         -  ON0108
 ON0108  STATE/COUNTY-  WI/SAUK
 ON0108  COUNTRY     -  US
 ON0108  USGS QUAD   -  SPRING GREEN (2018)
 ON0108
 ON0108                         *CURRENT SURVEY CONTROL
 ON0108  ______________________________________________________________________
 ON0108* NAD 83(1986) POSITION- 43 10 33.6    (N) 090 03 50.0    (W)   HD_HELD2
 ON0108* NAVD 88 ORTHO HEIGHT -   221.827 (meters)      727.78  (feet) ADJUSTED
 ON0108  ______________________________________________________________________
 ON0108  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 ON0108  DYNAMIC HEIGHT  -        221.772 (meters)      727.60  (feet) COMP
 ON0108  MODELED GRAVITY -    980,364.5   (mgal)                       NAVD 88
 ON0108
 ON0108  VERT ORDER      -  SECOND    CLASS 0
 ON0108
 ON0108.The horizontal coordinates were established by autonomous hand held GPS
 ON0108.observations and have an estimated accuracy of +/- 10 meters.
 ON0108
 ON0108.The orthometric height was determined by differential leveling and
 ON0108.adjusted by the NATIONAL GEODETIC SURVEY
 ON0108.in June 1991.
 ON0108
 ON0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0108.GEOID18 height accuracy estimate available here.
 ON0108
 ON0108.Click photographs - Photos may exist for this station.
 ON0108
 ON0108.The dynamic height is computed by dividing the NAVD 88
 ON0108.geopotential number by the normal gravity value computed on the
 ON0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0108.degrees latitude (g = 980.6199 gals.).
 ON0108
 ON0108.The modeled gravity was interpolated from observed gravity values.
 ON0108
 ON0108;                    North         East    Units  Estimated Accuracy
 ON0108;SPC WI S     -   130,644.      594,806.      MT  (+/- 10 meters HH2 GPS)
 ON0108
 ON0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3864084545(NAD 83)
 ON0108
 ON0108                          SUPERSEDED SURVEY CONTROL
 ON0108
 ON0108  NGVD 29 (??/??/92)  221.891  (m)          727.99   (f) ADJ UNCH    2 0
 ON0108
 ON0108.Superseded values are not recommended for survey control.
 ON0108
 ON0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0108.See file dsdata.pdf to determine how the superseded data were derived.
 ON0108
 ON0108_MARKER: P = PIPE CAP
 ON0108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0108_STAMPING: 728 ADJ 1903
 ON0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0108
 ON0108  HISTORY     - Date     Condition        Report By
 ON0108  HISTORY     - 1905     MONUMENTED       USGS
 ON0108  HISTORY     - 1934     GOOD             CGS
 ON0108  HISTORY     - 1984     POOR             NGS
 ON0108
 ON0108                          STATION DESCRIPTION
 ON0108
 ON0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0108'AT SPRING GREEN.
 ON0108'AT SPRING GREEN, SAUK COUNTY, EAST OF THE CHICAGO, MILWAUKEE,
 ON0108'ST. PAUL AND PACIFIC RAILROAD STATION, AT THE CROSSING OF U.S.
 ON0108'HIGHWAY 14, 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 ON0108'26 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A USGS STANDARD
 ON0108'CAP, STAMPED 728 ADJ 1903 AND RIVETED ON THE TOP OF A 3 1/2 INCH
 ON0108'IRON PIPE.
 ON0108
 ON0108                          STATION RECOVERY (1984)
 ON0108
 ON0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ON0108'MARK IS LEANING TO THE EAST, AND ALONG SIDE OF S. WINSTED ST., NOT
 ON0108'U.S. HIGHWAY 14 .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0085 ***********************************************************************
 ON0085  DESIGNATION -  737
 ON0085  PID         -  ON0085
 ON0085  STATE/COUNTY-  WI/RICHLAND
 ON0085  COUNTRY     -  US
 ON0085  USGS QUAD   -  RICHLAND CENTER (2018)
 ON0085
 ON0085                         *CURRENT SURVEY CONTROL
 ON0085  ______________________________________________________________________
 ON0085* NAD 83(1986) POSITION- 43 20 03.1    (N) 090 23 08.3    (W)   HD_HELD2
 ON0085* NAVD 88 ORTHO HEIGHT -   224.762 (meters)      737.41  (feet) ADJUSTED
 ON0085  ______________________________________________________________________
 ON0085  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 ON0085  DYNAMIC HEIGHT  -        224.704 (meters)      737.22  (feet) COMP
 ON0085  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 ON0085
 ON0085  VERT ORDER      -  SECOND    CLASS I
 ON0085
 ON0085.The horizontal coordinates were established by autonomous hand held GPS
 ON0085.observations and have an estimated accuracy of +/- 10 meters.
 ON0085
 ON0085.The orthometric height was determined by differential leveling and
 ON0085.adjusted by the WI DEPT OF TRANSP
 ON0085.in May 2012.
 ON0085
 ON0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0085.GEOID18 height accuracy estimate available here.
 ON0085
 ON0085.Click photographs - Photos may exist for this station.
 ON0085
 ON0085.The dynamic height is computed by dividing the NAVD 88
 ON0085.geopotential number by the normal gravity value computed on the
 ON0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0085.degrees latitude (g = 980.6199 gals.).
 ON0085
 ON0085.The modeled gravity was interpolated from observed gravity values.
 ON0085
 ON0085;                    North         East    Units  Estimated Accuracy
 ON0085;SPC WI S     -   148,288.      568,728.      MT  (+/- 10 meters HH2 GPS)
 ON0085
 ON0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1193801247(NAD 83)
 ON0085
 ON0085                          SUPERSEDED SURVEY CONTROL
 ON0085
 ON0085  NAVD 88 (04/20/07)  224.755  (m)          737.38   (f) SUPERSEDED  2 1
 ON0085  NAVD 88 (06/15/91)  224.739  (m)          737.33   (f) SUPERSEDED  2 0
 ON0085  NGVD 29 (??/??/92)  224.782  (m)          737.47   (f) ADJ UNCH    2 0
 ON0085
 ON0085.Superseded values are not recommended for survey control.
 ON0085
 ON0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0085.See file dsdata.pdf to determine how the superseded data were derived.
 ON0085
 ON0085_MARKER: DB = BENCH MARK DISK
 ON0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0085_SP_SET: WINDOW SILL
 ON0085_STAMPING: 737 DBQ
 ON0085_MARK LOGO: USGS
 ON0085_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0085+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 ON0085
 ON0085  HISTORY     - Date     Condition        Report By
 ON0085  HISTORY     - 1901     MONUMENTED       USGS
 ON0085  HISTORY     - 1947     GOOD             CGS
 ON0085  HISTORY     - 20040228 GOOD             WIDT
 ON0085  HISTORY     - 20100707 GOOD             WIDT
 ON0085  HISTORY     - 20100709 GOOD             WOLACO
 ON0085  HISTORY     - 20160710 GOOD             WIDT
 ON0085
 ON0085                          STATION DESCRIPTION
 ON0085
 ON0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ON0085'AT RICHLAND CENTER.
 ON0085'AT RICHLAND CENTER, RICHLAND COUNTY, AT THE EAST ENTRANCE TO
 ON0085'THE COUNTY COURTHOUSE, 25 FEET SOUTH OF THE STONE BANNISTER
 ON0085'POST, IN THE TOP OF THE STONE WINDOW SILL, 62 FEET EAST OF THE
 ON0085'CENTERLINE OF A NORTH-AND-SOUTH STREET, AND 1-1/2 FEET HIGHER
 ON0085'THAN THE STREET.
 ON0085
 ON0085                          STATION RECOVERY (2004)
 ON0085
 ON0085'RECOVERY NOTE BY WI DEPT OF TRANSP 2004
 ON0085'OWNERSHIP--RICHLAND COUNTY COURTHOUSE.  THE STATION IS LOCATED IN THE
 ON0085'EASTERN END OF THE RICHLAND COUNTY COURTHOUSE, NORTHWEST OF THE
 ON0085'INTERSECTION OF HAZELTINE STREET AND SOUTH CENTRAL STREET IN THE CITY
 ON0085'OF RICHLAND CENTER.  THE STATION IS AN ALUMINUM US GEOLOGICAL SURVEY
 ON0085'BENCHMARK DISK SET IN THE CONCRETE WINDOW SILL OF THE RICHLAND COUNTY
 ON0085'COURTHOUSE AND IS ABOUT LEVEL WITH THE SIDEWALK.  THE STATION IS 25.9
 ON0085'M (85.0 FT) WEST OF THE CENTERLINE OF SOUTH CENTRAL STREET, 14 M (45.9
 ON0085'FT) NORTH OF THE CENTERLINE OF AN ENTRANCE TO THE RICHLAND COUNTY
 ON0085'COURTHOUSE, 9 M (29.5 FT) SOUTH OF THE SOUTHERN EDGE OF A STONE
 ON0085'BANNISTER AND 1.6 M (5.2 FT) WEST OF THE WESTERN EDGE OF A SIDEWALK.
 ON0085'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 ON0085
 ON0085                          STATION RECOVERY (2010)
 ON0085
 ON0085'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0085'RECOVERED IN GOOD CONDITION.
 ON0085
 ON0085                          STATION RECOVERY (2010)
 ON0085
 ON0085'RECOVERY NOTE BY WOODLAND CONSULTANTS INC 2010 (SDW)
 ON0085'RECOVERED IN GOOD CONDITION.
 ON0085
 ON0085                          STATION RECOVERY (2016)
 ON0085
 ON0085'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 ON0085'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AH5301 ***********************************************************************
 AH5301  PACS        -  This is a Primary Airport Control Station.
 AH5301  DESIGNATION -  73C A
 AH5301  PID         -  AH5301
 AH5301  STATE/COUNTY-  WI/GRANT
 AH5301  COUNTRY     -  US
 AH5301  USGS QUAD   -  LANCASTER (2018)
 AH5301
 AH5301                         *CURRENT SURVEY CONTROL
 AH5301  ______________________________________________________________________
 AH5301* NAD 83(2011) POSITION- 42 47 03.90325(N) 090 40 54.00796(W)   ADJUSTED
 AH5301* NAD 83(2011) ELLIP HT-   276.571 (meters)        (06/27/12)   ADJUSTED
 AH5301* NAD 83(2011) EPOCH   -  2010.00
 AH5301* NAVD 88 ORTHO HEIGHT -   309.142 (meters)     1014.24  (feet) ADJUSTED
 AH5301  ______________________________________________________________________
 AH5301  GEOID HEIGHT    -        -32.570 (meters)                     GEOID18
 AH5301  NAD 83(2011) X  -    -55,778.970 (meters)                     COMP
 AH5301  NAD 83(2011) Y  - -4,688,124.792 (meters)                     COMP
 AH5301  NAD 83(2011) Z  -  4,310,143.603 (meters)                     COMP
 AH5301  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 AH5301  DYNAMIC HEIGHT  -        309.055 (meters)     1013.96  (feet) COMP
 AH5301  MODELED GRAVITY -    980,328.9   (mgal)                       NAVD 88
 AH5301
 AH5301  VERT ORDER      -  SECOND    CLASS I
 AH5301
 AH5301  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5301  Standards:
 AH5301         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5301            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5301  -------------------------------------------------------------------
 AH5301  NETWORK    0.26   0.41           0.12   0.09   0.21      0.04104635
 AH5301  -------------------------------------------------------------------
 AH5301  Click here for local accuracies and other accuracy information.
 AH5301
 AH5301.This mark is at Lancaster Muni Airport  (73C)
 AH5301
 AH5301.The horizontal coordinates were established by GPS observations
 AH5301.and adjusted by the National Geodetic Survey in June 2012.
 AH5301
 AH5301.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5301.been affixed to the stable North American tectonic plate. See 
 AH5301.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH5301
 AH5301.The horizontal coordinates are valid at the epoch date displayed above
 AH5301.which is a decimal equivalence of Year/Month/Day.
 AH5301
 AH5301.The orthometric height was determined by differential leveling and
 AH5301.adjusted by the WI DEPT OF TRANSP
 AH5301.in May 2012.
 AH5301
 AH5301.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5301.GEOID18 height accuracy estimate available here.
 AH5301
 AH5301.Click photographs - Photos may exist for this station.
 AH5301
 AH5301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5301
 AH5301.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5301
 AH5301.The ellipsoidal height was determined by GPS observations
 AH5301.and is referenced to NAD 83.
 AH5301
 AH5301.The dynamic height is computed by dividing the NAVD 88
 AH5301.geopotential number by the normal gravity value computed on the
 AH5301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5301.degrees latitude (g = 980.6199 gals.).
 AH5301
 AH5301.The modeled gravity was interpolated from observed gravity values.
 AH5301
 AH5301. The following values were computed from the NAD 83(2011) position.
 AH5301
 AH5301;                    North         East     Units Scale Factor Converg.
 AH5301;SPC WI S     -    87,369.976   544,223.303   MT  0.99999009   -0 28 06.2
 AH5301;SPC WI S     -   286,646.33  1,785,505.95   sFT  0.99999009   -0 28 06.2
 AH5301;UTM  15      - 4,739,481.764   689,626.722   MT  1.00004240   +1 34 30.6
 AH5301
 AH5301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5301!SPC WI S     -   0.99995663  x   0.99999009  =   0.99994672
 AH5301!UTM  15      -   0.99995663  x   1.00004240  =   0.99999903
 AH5301
 AH5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8962639481(NAD 83)
 AH5301
 AH5301|---------------------------------------------------------------------|
 AH5301| PID    Reference Object                     Distance      Geod. Az  |
 AH5301|                                                           dddmmss.s |
 AH5301| AI3155 73C C                               334.501 METERS 35824     |
 AH5301|---------------------------------------------------------------------|
 AH5301
 AH5301                          SUPERSEDED SURVEY CONTROL
 AH5301
 AH5301  NAD 83(2007)-  42 47 03.90326(N)    090 40 54.00892(W) AD(2002.00) 0
 AH5301  ELLIP H (02/10/07)  276.603  (m)                       GP(2002.00)    
 AH5301  NAD 83(1997)-  42 47 03.90306(N)    090 40 54.00939(W) AD(       ) A
 AH5301  ELLIP H (04/28/99)  276.602  (m)                       GP(       ) 3 1
 AH5301  NAVD 88             309.14   (m)         1014.2    (f) LEVELING    3  
 AH5301  NAVD 88 (04/20/07)  309.138  (m)         1014.23   (f) SUPERSEDED  2 1
 AH5301  NAVD 88 (04/28/99)  309.15   (m)  GEOID96  model used  GPS OBS        
 AH5301
 AH5301.Superseded values are not recommended for survey control.
 AH5301
 AH5301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5301.See file dsdata.pdf to determine how the superseded data were derived.
 AH5301
 AH5301_MARKER: DD = SURVEY DISK
 AH5301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5301_STAMPING: 73C A 1997
 AH5301_MARK LOGO: WIDT
 AH5301_PROJECTION: RECESSED 40 CENTIMETERS
 AH5301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH5301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5301+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 AH5301
 AH5301  HISTORY     - Date     Condition        Report By
 AH5301  HISTORY     - 1997     MONUMENTED       WIDT
 AH5301  HISTORY     - 19990613 GOOD             WOOLPT
 AH5301  HISTORY     - 2004     GOOD             WIDT
 AH5301  HISTORY     - 20051227 GOOD             WIDT
 AH5301  HISTORY     - 20071016 GOOD             WIDT
 AH5301  HISTORY     - 20160511 GOOD             WIDT
 AH5301
 AH5301                          STATION DESCRIPTION
 AH5301
 AH5301'DESCRIBED BY WI DEPT OF TRANSP 1997
 AH5301'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) SOUTH OF LANCASTER,
 AH5301'17.71 KM (11.00 MI) NORTHWEST OF PLATTEVILLE, AND 48.31 KM (30.00 MI)
 AH5301'SOUTHEAST OF PRAIRIE DU CHIEN AT THE LANCASTER MUNICIPAL AIRPORT (73C)
 AH5301'.  OWNERSHIP--CITY OF LANCASTER.  AIRPORT MANAGER IS STACEY MURDOCK,
 AH5301'TELEPHONE 608-723-4359.  AN ALTERNATE CONTACT IS CITY AIRPORT
 AH5301'COMMISSION MEMBER LEROY IHM, TELEPHONE 608-723-4816.  TO REACH THE
 AH5301'STATION FROM THE INTERSECTION OF CHERRY AND MADISON STREETS AT THE
 AH5301'SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN THE CITY OF LANCASTER, GO
 AH5301'SOUTH AND SOUTHEAST 3.38 KM (2.10 MI) ON US HIGHWAY 61 AND STATE
 AH5301'HIGHWAYS 35 AND 81 (MADISON STREET) TO THE JUNCTION WITH STATE HIGHWAY
 AH5301'129, CONTINUE SOUTHEAST AND SOUTH 1.29 KM (0.80 MI) ON HIGHWAYS 61,
 AH5301'35, AND 81 TO A JUNCTION WHERE HIGHWAY 81 TURNS LEFT TO THE EAST,
 AH5301'CONTINUE SOUTH 3.54 KM (2.20 MI) ON HIGHWAYS 61 AND 35 TO THE
 AH5301'INTERSECTION WITH WEST AIRPORT ROAD RIGHT (WEST) AND THE AIRPORT
 AH5301'ENTRANCE ROAD (EAST) , TURN LEFT AND GO EAST ABOUT 75 M (246.1 FT) ON
 AH5301'THE AIRPORT ENTRANCE ROAD AND CONTINUE ON GRASS TO THE STATION ON THE
 AH5301'LEFT, IN A GRASS AREA NEAR THE SOUTH END OF A TURF RUNWAY AND SKYDIVER
 AH5301'DROP ZONE.  THE STATION IS A BRONZE WIS DEPT OF TRANSPORTATION GPS
 AH5301'GEODETIC CONTROL MARKER SET IN THE TOP OF A 40-CM (16-INCH) DIAMETER,
 AH5301'6-FOOT-DEEP CONCRETE POST RECESSED 5 CM BELOW GROUND, ABOUT 1 M (3.3
 AH5301'FT) BELOW THE LEVEL OF THE HIGHWAY AND ABOUT LEVEL WITH PAVED RUNWAY
 AH5301'18/36.  THE STATION IS 78.1 M (256.2 FT) EAST OF THE CENTERLINE OF
 AH5301'HIGHWAYS 61 AND 35, ABOUT 14.6 M (47.9 FT) NORTH OF THE EXTENDED
 AH5301'CENTERLINE OF WEST AIRPORT ROAD, 42.6 M (139.8 FT) WEST OF THE
 AH5301'CENTERLINE OF PAVED RUNWAY 18/36, 45.16 M (148.16 FT) NORTH OF THE
 AH5301'NORTH EDGE OF A PAVED APRON, 29.84 M (97.90 FT) NORTH-NORTHEAST OF THE
 AH5301'NORTHEAST CORNER OF THE CITY HANGER AND AIRPORT OFFICE, AND 49.16 M
 AH5301'(161.29 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE HANGER.  NO
 AH5301'WITNESS POST WAS SET.
 AH5301
 AH5301                          STATION RECOVERY (1999)
 AH5301
 AH5301'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 AH5301'THE STATION WAS RECOVERED AS DESCRIBED.  ---NOTE---THE STATION HAS NO
 AH5301'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AH5301'HORIZON.  THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 AH5301'STATION.
 AH5301
 AH5301                          STATION RECOVERY (2004)
 AH5301
 AH5301'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 AH5301'RECOVERED AS DESCRIBED.
 AH5301
 AH5301                          STATION RECOVERY (2005)
 AH5301
 AH5301'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 AH5301'RECOVERED AS DESCRIBED.
 AH5301
 AH5301                          STATION RECOVERY (2007)
 AH5301
 AH5301'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 AH5301'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14.0 M SOUTHEAST OF
 AH5301'THE SOUTHEAST CORNER OF A GRAVEL LAND FILL AREA EAST OF THE LANCASTER
 AH5301'VETERINARY CLINIC BUILDING AT --7708 HWY 35 AND 61--.
 AH5301
 AH5301                          STATION RECOVERY (2016)
 AH5301
 AH5301'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AH5301'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI3154 ***********************************************************************
 AI3154  SACS        -  This is a Secondary Airport Control Station.
 AI3154  DESIGNATION -  73C B
 AI3154  PID         -  AI3154
 AI3154  STATE/COUNTY-  WI/GRANT
 AI3154  COUNTRY     -  US
 AI3154  USGS QUAD   -  LANCASTER (2018)
 AI3154
 AI3154                         *CURRENT SURVEY CONTROL
 AI3154  ______________________________________________________________________
 AI3154* NAD 83(2011) POSITION- 42 46 37.61751(N) 090 40 38.79360(W)   ADJUSTED
 AI3154* NAD 83(2011) ELLIP HT-   278.689 (meters)        (06/27/12)   ADJUSTED
 AI3154* NAD 83(2011) EPOCH   -  2010.00
 AI3154* NAVD 88 ORTHO HEIGHT -   311.257 (meters)     1021.18  (feet) ADJUSTED
 AI3154  ______________________________________________________________________
 AI3154  GEOID HEIGHT    -        -32.577 (meters)                     GEOID18
 AI3154  NAD 83(2011) X  -    -55,439.700 (meters)                     COMP
 AI3154  NAD 83(2011) Y  - -4,688,681.344 (meters)                     COMP
 AI3154  NAD 83(2011) Z  -  4,309,549.685 (meters)                     COMP
 AI3154  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 AI3154  DYNAMIC HEIGHT  -        311.169 (meters)     1020.89  (feet) COMP
 AI3154  MODELED GRAVITY -    980,329.6   (mgal)                       NAVD 88
 AI3154
 AI3154  VERT ORDER      -  SECOND    CLASS I
 AI3154
 AI3154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3154  Standards:
 AI3154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3154  -------------------------------------------------------------------
 AI3154  NETWORK    0.30   0.78           0.14   0.10   0.40      0.01790373
 AI3154  -------------------------------------------------------------------
 AI3154  Click here for local accuracies and other accuracy information.
 AI3154
 AI3154.This mark is at Lancaster Muni Airport  (73C)
 AI3154
 AI3154.The horizontal coordinates were established by GPS observations
 AI3154.and adjusted by the National Geodetic Survey in June 2012.
 AI3154
 AI3154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3154.been affixed to the stable North American tectonic plate. See 
 AI3154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3154
 AI3154.The horizontal coordinates are valid at the epoch date displayed above
 AI3154.which is a decimal equivalence of Year/Month/Day.
 AI3154
 AI3154.The orthometric height was determined by differential leveling and
 AI3154.adjusted by the NATIONAL GEODETIC SURVEY
 AI3154.in April 2017.
 AI3154
 AI3154.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3154.GEOID18 height accuracy estimate available here.
 AI3154
 AI3154.Click photographs - Photos may exist for this station.
 AI3154
 AI3154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3154
 AI3154.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3154
 AI3154.The ellipsoidal height was determined by GPS observations
 AI3154.and is referenced to NAD 83.
 AI3154
 AI3154.The dynamic height is computed by dividing the NAVD 88
 AI3154.geopotential number by the normal gravity value computed on the
 AI3154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3154.degrees latitude (g = 980.6199 gals.).
 AI3154
 AI3154.The modeled gravity was interpolated from observed gravity values.
 AI3154
 AI3154. The following values were computed from the NAD 83(2011) position.
 AI3154
 AI3154;                    North         East     Units Scale Factor Converg.
 AI3154;SPC WI S     -    86,556.069   544,562.510   MT  0.99999146   -0 27 55.7
 AI3154;SPC WI S     -   283,976.04  1,786,618.83   sFT  0.99999146   -0 27 55.7
 AI3154;UTM  15      - 4,738,680.428   689,994.755   MT  1.00004412   +1 34 40.2
 AI3154
 AI3154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3154!SPC WI S     -   0.99995630  x   0.99999146  =   0.99994776
 AI3154!UTM  15      -   0.99995630  x   1.00004412  =   1.00000041
 AI3154
 AI3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8999438680(NAD 83)
 AI3154
 AI3154                          SUPERSEDED SURVEY CONTROL
 AI3154
 AI3154  NAD 83(2007)-  42 46 37.61753(N)    090 40 38.79456(W) AD(2002.00) 0
 AI3154  ELLIP H (02/10/07)  278.720  (m)                       GP(2002.00)    
 AI3154  NAD 83(1997)-  42 46 37.61732(N)    090 40 38.79503(W) AD(       ) 1
 AI3154  ELLIP H (11/17/99)  278.720  (m)                       GP(       ) 4 1
 AI3154  NAVD 88 (11/17/99)  311.27   (m)  GEOID96  model used  GPS OBS        
 AI3154
 AI3154.Superseded values are not recommended for survey control.
 AI3154
 AI3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3154.See file dsdata.pdf to determine how the superseded data were derived.
 AI3154
 AI3154_MARKER: DD = SURVEY DISK
 AI3154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3154_STAMPING: 73C B 1998
 AI3154_MARK LOGO: WIDT
 AI3154_PROJECTION: FLUSH
 AI3154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3154+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 AI3154
 AI3154  HISTORY     - Date     Condition        Report By
 AI3154  HISTORY     - 1998     MONUMENTED       WIDT
 AI3154  HISTORY     - 20160511 GOOD             WIDT
 AI3154
 AI3154                          STATION DESCRIPTION
 AI3154
 AI3154'DESCRIBED BY WI DEPT OF TRANSP 1998 (CAB)
 AI3154'THE STATION IS LOCATED APPROXIMATELY 9.66 KM (6.00 MI) SOUTH OF
 AI3154'LANCASTER, 17.71 KM (11.00 MI) NORTHWEST OF PLATTEVILLE, AND 48.31 KM
 AI3154'(30.00 MI) SOUTHEAST OF PRAIRIE DU CHIEN NEAR THE SOUTH END OF THE
 AI3154'LANCASTER MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF SOUTH LANCASTER.  TO
 AI3154'REACH THE STATION FROM THE INTERSECTION OF CHERRY AND MADISON STREETS
 AI3154'AT THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN THE CITY OF
 AI3154'LANCASTER, GO SOUTH AND SOUTHEAST 3.38 KM (2.10 MI) ON US HIGHWAY 61
 AI3154'AND STATE HIGHWAYS 35 AND 81 (MADISON STREET) TO THE JUNCTION WITH
 AI3154'STATE HIGHWAY 129, CONTINUE SOUTHEAST AND SOUTH 1.29 KM (0.80 MI) ON
 AI3154'HIGHWAYS 61, 35, AND 81 TO A JUNCTION WHERE HIGHWAY 81 TURNS LEFT
 AI3154'(EAST) , CONTINUE SOUTH 3.54 KM (2.20 MI) ON HIGHWAYS 61 AND 35 TO THE
 AI3154'JUNCTION WITH WEST AIRPORT ROAD ON THE RIGHT AND THE LANCASTER
 AI3154'MUNICIPAL AIRPORT ENTRANCE ROAD ON THE LEFT, CONTINUE SOUTH 0.80 KM
 AI3154'(0.50 MI) ON HIGHWAYS 61 AND 35 TO AIRPORT ROAD ON THE LEFT, TURN LEFT
 AI3154'AND GO EAST 0.40 KM (0.25 MI) ON AIRPORT ROAD TO THE STATION ON THE
 AI3154'LEFT.  THE STATION IS A BRONZE WIS DEPT OF TRANSPORTATION GPS GEODETIC
 AI3154'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16-INCH) DIAMETER, 1.8
 AI3154'M (5.9 FT) DEEP CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M
 AI3154'(1.6 FT) ABOVE THE ROAD.  THE STATION IS 9.1 M (29.9 FT) NORTH OF THE
 AI3154'CENTERLINE OF AIRPORT ROAD, APPROXIMATELY 84 M (275.6 FT) EAST OF THE
 AI3154'EXTENDED CENTERLINE OF THE DRIVEWAY FOR WIEST-A-VISTA FARM AT 5207
 AI3154'AIRPORT ROAD, 76.5 M (251.0 FT) EAST OF BURIED CABLE BOX D8F 1, 1.3 M
 AI3154'(4.3 FT) SOUTHWEST OF A 15-CM (6-INCH) STEEL BEAM CORNER FENCE POST
 AI3154'SET IN CONCRETE, AND 1.5 M (4.9 FT) SOUTH-SOUTHWEST OF A WHITE PLASTIC
 AI3154'WITNESS POST.  ---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTION
 AI3154'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.  THIS STATION IS
 AI3154'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AI3154
 AI3154                          STATION RECOVERY (2016)
 AI3154
 AI3154'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI3154'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI3155 ***********************************************************************
 AI3155  SACS        -  This is a Secondary Airport Control Station.
 AI3155  DESIGNATION -  73C C
 AI3155  PID         -  AI3155
 AI3155  STATE/COUNTY-  WI/GRANT
 AI3155  COUNTRY     -  US
 AI3155  USGS QUAD   -  LANCASTER (2018)
 AI3155
 AI3155                         *CURRENT SURVEY CONTROL
 AI3155  ______________________________________________________________________
 AI3155* NAD 83(2011) POSITION- 42 47 14.73908(N) 090 40 54.41775(W)   ADJUSTED
 AI3155* NAD 83(2011) ELLIP HT-   276.667 (meters)        (06/27/12)   ADJUSTED
 AI3155* NAD 83(2011) EPOCH   -  2010.00
 AI3155* NAVD 88 ORTHO HEIGHT -   309.237 (meters)     1014.56  (feet) ADJUSTED
 AI3155  ______________________________________________________________________
 AI3155  GEOID HEIGHT    -        -32.571 (meters)                     GEOID18
 AI3155  NAD 83(2011) X  -    -55,785.582 (meters)                     COMP
 AI3155  NAD 83(2011) Y  - -4,687,897.632 (meters)                     COMP
 AI3155  NAD 83(2011) Z  -  4,310,389.073 (meters)                     COMP
 AI3155  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 AI3155  DYNAMIC HEIGHT  -        309.149 (meters)     1014.27  (feet) COMP
 AI3155  MODELED GRAVITY -    980,328.7   (mgal)                       NAVD 88
 AI3155
 AI3155  VERT ORDER      -  SECOND    CLASS I
 AI3155
 AI3155  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3155  Standards:
 AI3155         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3155            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3155  -------------------------------------------------------------------
 AI3155  NETWORK    0.30   0.78           0.14   0.10   0.40      0.02130011
 AI3155  -------------------------------------------------------------------
 AI3155  Click here for local accuracies and other accuracy information.
 AI3155
 AI3155.This mark is at Lancaster Muni Airport  (73C)
 AI3155
 AI3155.The horizontal coordinates were established by GPS observations
 AI3155.and adjusted by the National Geodetic Survey in June 2012.
 AI3155
 AI3155.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3155.been affixed to the stable North American tectonic plate. See 
 AI3155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3155
 AI3155.The horizontal coordinates are valid at the epoch date displayed above
 AI3155.which is a decimal equivalence of Year/Month/Day.
 AI3155
 AI3155.The orthometric height was determined by differential leveling and
 AI3155.adjusted by the NATIONAL GEODETIC SURVEY
 AI3155.in April 2017.
 AI3155
 AI3155.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3155.GEOID18 height accuracy estimate available here.
 AI3155
 AI3155.Click photographs - Photos may exist for this station.
 AI3155
 AI3155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3155
 AI3155.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3155
 AI3155.The ellipsoidal height was determined by GPS observations
 AI3155.and is referenced to NAD 83.
 AI3155
 AI3155.The dynamic height is computed by dividing the NAVD 88
 AI3155.geopotential number by the normal gravity value computed on the
 AI3155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3155.degrees latitude (g = 980.6199 gals.).
 AI3155
 AI3155.The modeled gravity was interpolated from observed gravity values.
 AI3155
 AI3155. The following values were computed from the NAD 83(2011) position.
 AI3155
 AI3155;                    North         East     Units Scale Factor Converg.
 AI3155;SPC WI S     -    87,704.408   544,216.723   MT  0.99998953   -0 28 06.4
 AI3155;SPC WI S     -   287,743.55  1,785,484.37   sFT  0.99998953   -0 28 06.4
 AI3155;UTM  15      - 4,739,815.767   689,608.220   MT  1.00004231   +1 34 30.7
 AI3155
 AI3155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3155!SPC WI S     -   0.99995661  x   0.99998953  =   0.99994614
 AI3155!UTM  15      -   0.99995661  x   1.00004231  =   0.99999892
 AI3155
 AI3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8960839815(NAD 83)
 AI3155
 AI3155|---------------------------------------------------------------------|
 AI3155| PID    Reference Object                     Distance      Geod. Az  |
 AI3155|                                                           dddmmss.s |
 AI3155| AH5301 73C A                               334.501 METERS 17824     |
 AI3155|---------------------------------------------------------------------|
 AI3155
 AI3155                          SUPERSEDED SURVEY CONTROL
 AI3155
 AI3155  NAD 83(2007)-  42 47 14.73910(N)    090 40 54.41870(W) AD(2002.00) 0
 AI3155  ELLIP H (02/10/07)  276.699  (m)                       GP(2002.00)    
 AI3155  NAD 83(1997)-  42 47 14.73889(N)    090 40 54.41917(W) AD(       ) 1
 AI3155  ELLIP H (11/17/99)  276.698  (m)                       GP(       ) 4 1
 AI3155  NAVD 88 (11/17/99)  309.24   (m)  GEOID96  model used  GPS OBS        
 AI3155
 AI3155.Superseded values are not recommended for survey control.
 AI3155
 AI3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3155.See file dsdata.pdf to determine how the superseded data were derived.
 AI3155
 AI3155_MARKER: DD = SURVEY DISK
 AI3155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3155_STAMPING: 73C C 1998
 AI3155_MARK LOGO: WIDT
 AI3155_PROJECTION: FLUSH
 AI3155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3155+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 AI3155
 AI3155  HISTORY     - Date     Condition        Report By
 AI3155  HISTORY     - 1998     MONUMENTED       WIDT
 AI3155  HISTORY     - 20160511 GOOD             WIDT
 AI3155
 AI3155                          STATION DESCRIPTION
 AI3155
 AI3155'DESCRIBED BY WI DEPT OF TRANSP 1998 (CAB)
 AI3155'THE STATION IS LOCATED APPROXIMATELY 8.05 KM (5.00 MI) SOUTH OF
 AI3155'LANCASTER, 17.71 KM (11.00 MI) NORTHWEST OF PLATTEVILLE, AND 48.31 KM
 AI3155'(30.00 MI) SOUTHEAST OF PRAIRIE DU CHIEN AT THE LANCASTER MUNICIPAL
 AI3155'AIRPORT.  OWNERSHIP--CITY OF LANCASTER.  AIRPORT FIRE NUMBER --SOUTH
 AI3155'LANCASTER 7696--, AIRPORT MANAGER IS STACEY MURDOCK, TELEPHONE
 AI3155'608-723-4359 OR WORK TELEPHONE 319-589-6205.  AN ALTERNATE CONTACT IS
 AI3155'CITY AIRPORT COMMISSION MEMBER LEROY IHM, TELEPHONE 608-723-4816.  TO
 AI3155'REACH THE STATION FROM THE INTERSECTION OF CHERRY AND MADISON STREETS
 AI3155'AT THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN THE CITY OF
 AI3155'LANCASTER, GO SOUTH AND SOUTHEAST 3.38 KM (2.10 MI) ON US HIGHWAY 61
 AI3155'AND STATE HIGHWAYS 35 AND 81 (MADISON STREET) TO THE JUNCTION WITH
 AI3155'STATE HIGHWAY 129, CONTINUE SOUTHEAST AND SOUTH 1.29 KM (0.80 MI) ON
 AI3155'HIGHWAYS 61, 35, AND 81 TO A JUNCTION WHERE HIGHWAY 81 TURNS LEFT
 AI3155'(EAST) , CONTINUE SOUTH 3.22 KM (2.00 MI) ON HIGHWAYS 61 AND 35 TO A
 AI3155'GRAVEL DRIVEWAY ON THE LEFT LEADING TO A FARM AT FIRE NUMBER --SOUTH
 AI3155'LANCASTER 7805-- (CONTACT TERRY BAILEY AT 608 723-6256 FOR PERMISSION
 AI3155'TO USE THE DRIVEWAY) , TURN LEFT AND GO EAST APPROXIMATELY 0.08 KM
 AI3155'(0.05 MI) ON THE DRIVEWAY TO THE AIRPORT ON THE RIGHT, TURN RIGHT AND
 AI3155'GO SOUTH 0.08 KM (0.05 MI) ALONG THE WEST EDGE OF THE RUNWAY TO THE
 AI3155'STATION.  ALTERNATELY, FROM STATION 73C A (PID-AH5301) , GO NORTH 0.32
 AI3155'KM (0.20 MI) ALONG THE WEST SIDE OF THE RUNWAY TO THE STATION ON THE
 AI3155'LEFT.  THE STATION IS A BRONZE WIS DEPT OF TRANSPORTATION GPS GEODETIC
 AI3155'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16-INCH) DIAMETER, 1.8
 AI3155'M (5.9 FT) DEEP CONCRETE POST RECESSED 5 CM (2 INCHES) BELOW GROUND
 AI3155'AND ABOUT LEVEL WITH PAVED RUNWAY 18/36.  THE STATION IS APPROXIMATELY
 AI3155'75 M (246.1 FT) EAST OF THE CENTERLINE OF HIGHWAYS 61 AND 35, 67.8 M
 AI3155'(222.4 FT) SOUTH OF THE GRAVEL DRIVEWAY, 44.0 M (144.4 FT) WEST OF THE
 AI3155'CENTERLINE OF PAVED RUNWAY 18/36, APPROXIMATELY 6.5 M (21.3 FT) EAST
 AI3155'OF THE EDGE OF A CULTIVATED FIELD, AND WEST OF AND IN-LINE WITH THE
 AI3155'THRESHOLD LIGHTS.  ---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTION
 AI3155'EXTENDING HIGHER THAN 11 DEGREES ABOVE THE HORIZON.  ---NOTE2---A
 AI3155'WITNESS POST WAS NOT SET AT THIS STATION AS THIS AREA IS USED AS A
 AI3155'SKYDIVER DROP ZONE AND AS A TURF RUNWAY.  THIS STATION IS DESIGNATED
 AI3155'AS A SECONDARY AIRPORT CONTROL STATION
 AI3155
 AI3155                          STATION RECOVERY (2016)
 AI3155
 AI3155'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI3155'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0296 ***********************************************************************
 PO0296  DESIGNATION -  740
 PO0296  PID         -  PO0296
 PO0296  STATE/COUNTY-  WI/DUNN
 PO0296  COUNTRY     -  US
 PO0296  USGS QUAD   -  MERIDEAN (2018)
 PO0296
 PO0296                         *CURRENT SURVEY CONTROL
 PO0296  ______________________________________________________________________
 PO0296* NAD 83(1986) POSITION- 44 44 16.     (N) 091 47 43.     (W)   SCALED
 PO0296* NAVD 88 ORTHO HEIGHT -   225.249 (meters)      739.00  (feet) ADJUSTED
 PO0296  ______________________________________________________________________
 PO0296  GEOID HEIGHT    -        -30.657 (meters)                     GEOID18
 PO0296  DYNAMIC HEIGHT  -        225.226 (meters)      738.93  (feet) COMP
 PO0296  MODELED GRAVITY -    980,510.4   (mgal)                       NAVD 88
 PO0296
 PO0296  VERT ORDER      -  SECOND    CLASS 0
 PO0296
 PO0296.The horizontal coordinates were scaled from a map and have
 PO0296.an estimated accuracy of +/- 6 seconds.
 PO0296
 PO0296.The orthometric height was determined by differential leveling and
 PO0296.adjusted by the NATIONAL GEODETIC SURVEY
 PO0296.in June 1991.
 PO0296
 PO0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0296.GEOID18 height accuracy estimate available here.
 PO0296
 PO0296.Click photographs - Photos may exist for this station.
 PO0296
 PO0296.The dynamic height is computed by dividing the NAVD 88
 PO0296.geopotential number by the normal gravity value computed on the
 PO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0296.degrees latitude (g = 980.6199 gals.).
 PO0296
 PO0296.The modeled gravity was interpolated from observed gravity values.
 PO0296
 PO0296;                    North         East    Units  Estimated Accuracy
 PO0296;SPC WI C     -   102,070.      457,820.      MT  (+/- 180 meters Scaled)
 PO0296
 PO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK953545(NAD 83)
 PO0296
 PO0296                          SUPERSEDED SURVEY CONTROL
 PO0296
 PO0296  NGVD 29 (??/??/92)  225.223  (m)          738.92   (f) ADJ UNCH    2 0
 PO0296
 PO0296.Superseded values are not recommended for survey control.
 PO0296
 PO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0296.See file dsdata.pdf to determine how the superseded data were derived.
 PO0296
 PO0296_MARKER: DB = BENCH MARK DISK
 PO0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0296_SP_SET: FOUNDATION
 PO0296_STAMPING: 740 EC
 PO0296_MARK LOGO: USGS
 PO0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0296
 PO0296  HISTORY     - Date     Condition        Report By
 PO0296  HISTORY     - 1903     MONUMENTED       USGS
 PO0296  HISTORY     - 1934     GOOD             CGS
 PO0296  HISTORY     - 20031202 MARK NOT FOUND   WIDT
 PO0296
 PO0296                          STATION DESCRIPTION
 PO0296
 PO0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0296'AT MERIDEAN.
 PO0296'SET IN SOUTHEAST CORNER OF IVER BROCKS HOUSE, IN STONE FOUNDATION.
 PO0296
 PO0296                          STATION RECOVERY (2003)
 PO0296
 PO0296'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0145 ***********************************************************************
 PN0145  DESIGNATION -  749
 PN0145  PID         -  PN0145
 PN0145  STATE/COUNTY-  WI/WINNEBAGO
 PN0145  COUNTRY     -  US
 PN0145  USGS QUAD   -  NEENAH (2018)
 PN0145
 PN0145                         *CURRENT SURVEY CONTROL
 PN0145  ______________________________________________________________________
 PN0145* NAD 83(1986) POSITION- 44 10 06.     (N) 088 28 30.     (W)   SCALED
 PN0145* NAVD 88 ORTHO HEIGHT -   228.216 (meters)      748.74  (feet) ADJUSTED
 PN0145  ______________________________________________________________________
 PN0145  GEOID HEIGHT    -        -36.364 (meters)                     GEOID18
 PN0145  DYNAMIC HEIGHT  -        228.175 (meters)      748.60  (feet) COMP
 PN0145  MODELED GRAVITY -    980,435.0   (mgal)                       NAVD 88
 PN0145
 PN0145  VERT ORDER      -  FIRST     CLASS II
 PN0145
 PN0145.The horizontal coordinates were scaled from a map and have
 PN0145.an estimated accuracy of +/- 6 seconds.
 PN0145
 PN0145.The orthometric height was determined by differential leveling and
 PN0145.adjusted by the NATIONAL GEODETIC SURVEY
 PN0145.in June 1991.
 PN0145
 PN0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0145.GEOID18 height accuracy estimate available here.
 PN0145
 PN0145.Click photographs - Photos may exist for this station.
 PN0145
 PN0145.The dynamic height is computed by dividing the NAVD 88
 PN0145.geopotential number by the normal gravity value computed on the
 PN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0145.degrees latitude (g = 980.6199 gals.).
 PN0145
 PN0145.The modeled gravity was interpolated from observed gravity values.
 PN0145
 PN0145;                    North         East    Units  Estimated Accuracy
 PN0145;SPC WI S     -   242,010.      721,960.      MT  (+/- 180 meters Scaled)
 PN0145
 PN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP820916(NAD 83)
 PN0145
 PN0145                          SUPERSEDED SURVEY CONTROL
 PN0145
 PN0145  NGVD 29 (??/??/92)  228.248  (m)          748.84   (f) ADJ UNCH    1 2
 PN0145
 PN0145.Superseded values are not recommended for survey control.
 PN0145
 PN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0145.See file dsdata.pdf to determine how the superseded data were derived.
 PN0145
 PN0145_MARKER: DB = BENCH MARK DISK
 PN0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0145_SP_SET: BRIDGE
 PN0145_STAMPING: 749 1908
 PN0145_MARK LOGO: USGS
 PN0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0145
 PN0145  HISTORY     - Date     Condition        Report By
 PN0145  HISTORY     - 1908     MONUMENTED       USGS
 PN0145  HISTORY     - 1934     GOOD             CGS
 PN0145  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 PN0145
 PN0145                          STATION DESCRIPTION
 PN0145
 PN0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0145'0.2 MI S FROM NEENAH.
 PN0145'0.2 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PN0145'THE CITY LIMITS OF NEENAH, WINNEBAGO COUNTY, NEAR THE NORTH QUARTER
 PN0145'CORNER OF SEC. 33, T 20 N, R 17 E, AT THE NORTHEAST CORNER OF
 PN0145'BRIDGE 360, IN THE THIRD COURSE OF STONE, AND 1.2 FEET FROM THE
 PN0145'NORTHEAST CORNER OF THE ABUTMENT.  A UNITED STATES GEOLOGICAL
 PN0145'SURVEY STANDARD DISK, STAMPED 749 1908.
 PN0145
 PN0145                          STATION RECOVERY (1979)
 PN0145
 PN0145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 PN0145'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0184 ***********************************************************************
 RM0184  DESIGNATION -  749
 RM0184  PID         -  RM0184
 RM0184  STATE/COUNTY-  WI/ASHLAND
 RM0184  COUNTRY     -  US
 RM0184  USGS QUAD   -  MARENGO (2018)
 RM0184
 RM0184                         *CURRENT SURVEY CONTROL
 RM0184  ______________________________________________________________________
 RM0184* NAD 83(1986) POSITION- 46 29 37.     (N) 090 50 06.     (W)   SCALED
 RM0184* NAVD 88 ORTHO HEIGHT -   227.980 (meters)      747.96  (feet) ADJUSTED
 RM0184  ______________________________________________________________________
 RM0184  GEOID HEIGHT    -        -31.342 (meters)                     GEOID18
 RM0184  DYNAMIC HEIGHT  -        227.987 (meters)      747.99  (feet) COMP
 RM0184  MODELED GRAVITY -    980,636.8   (mgal)                       NAVD 88
 RM0184
 RM0184  VERT ORDER      -  SECOND    CLASS 0
 RM0184
 RM0184.The horizontal coordinates were scaled from a map and have
 RM0184.an estimated accuracy of +/- 6 seconds.
 RM0184
 RM0184.The orthometric height was determined by differential leveling and
 RM0184.adjusted by the NATIONAL GEODETIC SURVEY
 RM0184.in June 1991.
 RM0184
 RM0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0184.GEOID18 height accuracy estimate available here.
 RM0184
 RM0184.Click photographs - Photos may exist for this station.
 RM0184
 RM0184.The dynamic height is computed by dividing the NAVD 88
 RM0184.geopotential number by the normal gravity value computed on the
 RM0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0184.degrees latitude (g = 980.6199 gals.).
 RM0184
 RM0184.The modeled gravity was interpolated from observed gravity values.
 RM0184
 RM0184;                    North         East    Units  Estimated Accuracy
 RM0184;SPC WI N     -   147,820.      535,900.      MT  (+/- 180 meters Scaled)
 RM0184
 RM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM661511(NAD 83)
 RM0184
 RM0184                          SUPERSEDED SURVEY CONTROL
 RM0184
 RM0184  NGVD 29 (??/??/92)  227.994  (m)          748.01   (f) ADJ UNCH    2 0
 RM0184
 RM0184.Superseded values are not recommended for survey control.
 RM0184
 RM0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0184.See file dsdata.pdf to determine how the superseded data were derived.
 RM0184
 RM0184_MARKER: P = PIPE CAP
 RM0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0184_MARK LOGO: USGS
 RM0184_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0184
 RM0184  HISTORY     - Date     Condition        Report By
 RM0184  HISTORY     - UNK      MONUMENTED       USGS
 RM0184  HISTORY     - 1934     GOOD             CGS
 RM0184  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0184  HISTORY     - 20080514 MARK NOT FOUND   GEOCAC
 RM0184
 RM0184                          STATION DESCRIPTION
 RM0184
 RM0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0184'2.9 MI S FROM WHITE RIVER.
 RM0184'2.9 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0184'MARIE RAILWAY FROM THE STATION AT WHITE RIVER, ASHLAND COUNTY,
 RM0184'AT THE NORTHEAST CORNER OF A ROAD CROSSING AND AT THE FENCE
 RM0184'CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP RIVETED
 RM0184'ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 RM0184
 RM0184                          STATION RECOVERY (2004)
 RM0184
 RM0184'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0184'MARK NOT FOUND.
 RM0184
 RM0184                          STATION RECOVERY (2008)
 RM0184
 RM0184'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 RM0184'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2649 ***********************************************************************
 DL2649  DESIGNATION -  75 23
 DL2649  PID         -  DL2649
 DL2649  STATE/COUNTY-  WI/BROWN
 DL2649  COUNTRY     -  US
 DL2649  USGS QUAD   -  GREEN BAY WEST (2018)
 DL2649
 DL2649                         *CURRENT SURVEY CONTROL
 DL2649  ______________________________________________________________________
 DL2649* NAD 83(1986) POSITION- 44 30 12.48   (N) 088 01 18.46   (W)   HD_HELD1
 DL2649* NAVD 88 ORTHO HEIGHT -   178.182 (meters)      584.59  (feet) ADJUSTED
 DL2649  ______________________________________________________________________
 DL2649  GEOID HEIGHT    -        -36.237 (meters)                     GEOID18
 DL2649  DYNAMIC HEIGHT  -        178.159 (meters)      584.51  (feet) COMP
 DL2649  MODELED GRAVITY -    980,487.0   (mgal)                       NAVD 88
 DL2649
 DL2649  VERT ORDER      -  SECOND    CLASS I
 DL2649
 DL2649.The horizontal coordinates were determined by differentially corrected
 DL2649.hand held GPS observations or other comparable positioning techniques
 DL2649.and have an estimated accuracy of +/- 3 meters.
 DL2649
 DL2649.The orthometric height was determined by differential leveling and
 DL2649.adjusted by the WI DEPT OF TRANSP
 DL2649.in May 2012.
 DL2649
 DL2649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2649.GEOID18 height accuracy estimate available here.
 DL2649
 DL2649.Click photographs - Photos may exist for this station.
 DL2649
 DL2649.The dynamic height is computed by dividing the NAVD 88
 DL2649.geopotential number by the normal gravity value computed on the
 DL2649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2649.degrees latitude (g = 980.6199 gals.).
 DL2649
 DL2649.The modeled gravity was interpolated from observed gravity values.
 DL2649
 DL2649;                    North         East    Units  Estimated Accuracy
 DL2649;SPC WI C     -    76,379.9     757,294.9     MT  (+/- 3 meters HH1 GPS) 
 DL2649
 DL2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1877428301(NAD 83)
 DL2649
 DL2649                          SUPERSEDED SURVEY CONTROL
 DL2649
 DL2649.No superseded survey control is available for this station.
 DL2649
 DL2649_MARKER: DD = SURVEY DISK
 DL2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2649_STAMPING: 75-23 1975
 DL2649_MARK LOGO: USACE
 DL2649_PROJECTION: FLUSH
 DL2649_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2649+STABILITY: SURFACE MOTION
 DL2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2649+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 DL2649
 DL2649  HISTORY     - Date     Condition        Report By
 DL2649  HISTORY     - 1975     MONUMENTED       USACE
 DL2649  HISTORY     - 20080826 GOOD             WIDT
 DL2649
 DL2649                          STATION DESCRIPTION
 DL2649
 DL2649'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2649'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29, 54, AND
 DL2649'57 (MONROE STREET) WITH STATE HIGHWAY 29 WEST (WALNUT STREET) IN THE
 DL2649'CITY OF GREEN BAY, GO SOUTH ON STATE HIGHWAYS 54 AND 57 (MONROE
 DL2649'STREET) FOR 0.5 MILE TO THE MASON STREET BRIDGE OVER MONROE STREET AND
 DL2649'STATE HIGHWAY 54 WEST, CONTINUE SOUTH ON STATE HIGHWAY 57 (MONROE
 DL2649'STREET) FOR 0.3 MILE TO PORLIER STREET, TURN RIGHT AND GO WEST ON
 DL2649'PORLIER STREET FOR 0.2 MILE TO SOUTH ADAMS STREET RIGHT AND THE
 DL2649'STATION AHEAD.  THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS
 DL2649'SURVEY DISK STAMPED --75-23 1975-- SET IN THE TOP OF A 15-CM (6 INCH)
 DL2649'DIAMETER CONCRETE POST, FLUSH WITH THE GROUND, AND APPROXIMATELY LEVEL
 DL2649'WITH THE STREET PAVEMENT.  THE STATION IS 55.5 M (182.1 FT)
 DL2649'WEST-SOUTHWEST OF THE CENTERLINE OF SOUTH ADAMS STREET, 9.6 M (31.5
 DL2649'FT) SOUTH OF THE EXTENDED CENTERLINE OF PORLIER STREET, 38.5 M (126.3
 DL2649'FT) WEST-SOUTHWEST OF POWER POLE --108FF26-- WITH ONE GUY WIRE, 13.3 M
 DL2649'(43.6 FT) EAST OF THE NORTHEAST CORNER OF A WOOD PIER EXTENDING OVER
 DL2649'THE FOX RIVER, 6.4 M (21.0 FT) NORTH OF THE CENTERLINE OF AN ASPHALT
 DL2649'TRAIL LEADING TO THE WOOD PIER, 4.0 M (13.1 FT) NORTH OF THE EAST END
 DL2649'POST OF THE TRAIL NORTH WOOD HANDRAIL, AND 0.4 M (1.3 FT) NORTH OF A
 DL2649'WHITE PLASTIC WITNESS POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS
 DL2649'STATION ARE TREES IN THE SOUTH QUADRANTS EXTENDING TO 40 DEGREES ABOVE
 DL2649'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0121 ***********************************************************************
 OM0121  DESIGNATION -  750
 OM0121  PID         -  OM0121
 OM0121  STATE/COUNTY-  WI/MILWAUKEE
 OM0121  COUNTRY     -  US
 OM0121  USGS QUAD   -  WAUWATOSA (2018)
 OM0121
 OM0121                         *CURRENT SURVEY CONTROL
 OM0121  ______________________________________________________________________
 OM0121* NAD 83(1986) POSITION- 43 06 18.77   (N) 088 01 39.11   (W)   HD_HELD1
 OM0121* NAVD 88 ORTHO HEIGHT -   228.616 (meters)      750.05  (feet) ADJUSTED
 OM0121  ______________________________________________________________________
 OM0121  GEOID HEIGHT    -        -35.043 (meters)                     GEOID18
 OM0121  DYNAMIC HEIGHT  -        228.557 (meters)      749.86  (feet) COMP
 OM0121  MODELED GRAVITY -    980,356.4   (mgal)                       NAVD 88
 OM0121
 OM0121  VERT ORDER      -  SECOND    CLASS 0
 OM0121
 OM0121.The horizontal coordinates were determined by differentially corrected
 OM0121.hand held GPS observations or other comparable positioning techniques
 OM0121.and have an estimated accuracy of +/- 3 meters.
 OM0121
 OM0121.The orthometric height was determined by differential leveling and
 OM0121.adjusted by the NATIONAL GEODETIC SURVEY
 OM0121.in June 1991.
 OM0121
 OM0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0121.GEOID18 height accuracy estimate available here.
 OM0121
 OM0121.Click photographs - Photos may exist for this station.
 OM0121
 OM0121.The dynamic height is computed by dividing the NAVD 88
 OM0121.geopotential number by the normal gravity value computed on the
 OM0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0121.degrees latitude (g = 980.6199 gals.).
 OM0121
 OM0121.The modeled gravity was interpolated from observed gravity values.
 OM0121
 OM0121;                    North         East    Units  Estimated Accuracy
 OM0121;SPC WI S     -   124,677.4     760,538.7     MT  (+/- 3 meters HH1 GPS) 
 OM0121
 OM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1639073011(NAD 83)
 OM0121
 OM0121                          SUPERSEDED SURVEY CONTROL
 OM0121
 OM0121  NGVD 29 (??/??/92)  228.700  (m)          750.33   (f) ADJ UNCH    2 0
 OM0121
 OM0121.Superseded values are not recommended for survey control.
 OM0121
 OM0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0121.See file dsdata.pdf to determine how the superseded data were derived.
 OM0121
 OM0121_MARKER: DD = SURVEY DISK
 OM0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0121+STABILITY: SURFACE MOTION
 OM0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0121+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 OM0121
 OM0121  HISTORY     - Date     Condition        Report By
 OM0121  HISTORY     - UNK      MONUMENTED       WI3100
 OM0121  HISTORY     - 1966     GOOD             CGS
 OM0121  HISTORY     - 1990     GOOD             USPSQD
 OM0121  HISTORY     - 20010723 GOOD             USPSQD
 OM0121  HISTORY     - 20040812 GOOD             USPSQD
 OM0121  HISTORY     - 20060624 GOOD             USPSQD
 OM0121
 OM0121                          STATION DESCRIPTION
 OM0121
 OM0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OM0121'AT MILWAUKEE.
 OM0121'LOCATED AT THE INTERSECTION OF NORTH SWAN BOULEVARD AND HAMPTON
 OM0121'AVENUE AND IN THE CENTER OF THE MEDIAN STRIP.  SET IN THE TOP OF
 OM0121'A CONCRETE POST.
 OM0121
 OM0121                          STATION RECOVERY (1990)
 OM0121
 OM0121'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 OM0121'RECOVERED IN GOOD CONDITION.
 OM0121
 OM0121                          STATION RECOVERY (2001)
 OM0121
 OM0121'RECOVERY NOTE BY US POWER SQUADRON 2001
 OM0121'RECOVERED IN GOOD CONDITION.
 OM0121
 OM0121                          STATION RECOVERY (2004)
 OM0121
 OM0121'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 OM0121'THERE ARE TWO MEDIAN STRIPS AT THIS INTERSECTION.  MARK IS LOCATED IN
 OM0121'THE NORTH MEDIAN STRIP.
 OM0121
 OM0121                          STATION RECOVERY (2006)
 OM0121
 OM0121'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0291 ***********************************************************************
 PO0291  DESIGNATION -  756
 PO0291  PID         -  PO0291
 PO0291  STATE/COUNTY-  WI/DUNN
 PO0291  COUNTRY     -  US
 PO0291  USGS QUAD   -  DURAND NORTH (2018)
 PO0291
 PO0291                         *CURRENT SURVEY CONTROL
 PO0291  ______________________________________________________________________
 PO0291* NAD 83(1986) POSITION- 44 41 05.     (N) 091 53 13.     (W)   SCALED
 PO0291* NAVD 88 ORTHO HEIGHT -   230.155 (meters)      755.10  (feet) ADJUSTED
 PO0291  ______________________________________________________________________
 PO0291  GEOID HEIGHT    -        -30.565 (meters)                     GEOID18
 PO0291  DYNAMIC HEIGHT  -        230.132 (meters)      755.02  (feet) COMP
 PO0291  MODELED GRAVITY -    980,514.9   (mgal)                       NAVD 88
 PO0291
 PO0291  VERT ORDER      -  SECOND    CLASS 0
 PO0291
 PO0291.The horizontal coordinates were scaled from a map and have
 PO0291.an estimated accuracy of +/- 6 seconds.
 PO0291
 PO0291.The orthometric height was determined by differential leveling and
 PO0291.adjusted by the NATIONAL GEODETIC SURVEY
 PO0291.in June 1991.
 PO0291
 PO0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0291.GEOID18 height accuracy estimate available here.
 PO0291
 PO0291.Click photographs - Photos may exist for this station.
 PO0291
 PO0291.The dynamic height is computed by dividing the NAVD 88
 PO0291.geopotential number by the normal gravity value computed on the
 PO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0291.degrees latitude (g = 980.6199 gals.).
 PO0291
 PO0291.The modeled gravity was interpolated from observed gravity values.
 PO0291
 PO0291;                    North         East    Units  Estimated Accuracy
 PO0291;SPC WI C     -    96,340.      450,430.      MT  (+/- 180 meters Scaled)
 PO0291
 PO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK882485(NAD 83)
 PO0291
 PO0291                          SUPERSEDED SURVEY CONTROL
 PO0291
 PO0291  NGVD 29 (??/??/92)  230.126  (m)          755.01   (f) ADJ UNCH    2 0
 PO0291
 PO0291.Superseded values are not recommended for survey control.
 PO0291
 PO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0291.See file dsdata.pdf to determine how the superseded data were derived.
 PO0291
 PO0291_MARKER: DB = BENCH MARK DISK
 PO0291_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PO0291_STAMPING: 755 EC
 PO0291_MARK LOGO: USGS
 PO0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0291+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PO0291
 PO0291  HISTORY     - Date     Condition        Report By
 PO0291  HISTORY     - 1903     MONUMENTED       USGS
 PO0291  HISTORY     - 1934     GOOD             CGS
 PO0291  HISTORY     - 20020921 GOOD             USPSQD
 PO0291  HISTORY     - 20031202 MARK NOT FOUND   WIDT
 PO0291
 PO0291                          STATION DESCRIPTION
 PO0291
 PO0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0291'0.3 MI SW FROM RED CEDAR.
 PO0291'0.3 MILE SOUTHWEST OF RED CEDAR 90 FEET EAST OF CENTER OF MAIN
 PO0291'TRACK OF C. M. ST. P. AND P. RR. 11 FEET EAST OF FENCE CORNER
 PO0291'18 FEET SOUTH OF CENTER OF ROAD.
 PO0291
 PO0291                          STATION RECOVERY (2002)
 PO0291
 PO0291'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEH)
 PO0291'RECOVERED IN GOOD CONDITION.
 PO0291
 PO0291                          STATION RECOVERY (2003)
 PO0291
 PO0291'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0291'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0183 ***********************************************************************
 RM0183  DESIGNATION -  757.67
 RM0183  PID         -  RM0183
 RM0183  STATE/COUNTY-  WI/ASHLAND
 RM0183  COUNTRY     -  US
 RM0183  USGS QUAD   -  MARENGO (2018)
 RM0183
 RM0183                         *CURRENT SURVEY CONTROL
 RM0183  ______________________________________________________________________
 RM0183* NAD 83(1986) POSITION- 46 28 45.     (N) 090 49 52.     (W)   SCALED
 RM0183* NAVD 88 ORTHO HEIGHT -   230.718 (meters)      756.95  (feet) ADJUSTED
 RM0183  ______________________________________________________________________
 RM0183  GEOID HEIGHT    -        -31.280 (meters)                     GEOID18
 RM0183  DYNAMIC HEIGHT  -        230.724 (meters)      756.97  (feet) COMP
 RM0183  MODELED GRAVITY -    980,636.6   (mgal)                       NAVD 88
 RM0183
 RM0183  VERT ORDER      -  SECOND    CLASS 0
 RM0183
 RM0183.The horizontal coordinates were scaled from a map and have
 RM0183.an estimated accuracy of +/- 6 seconds.
 RM0183
 RM0183.The orthometric height was determined by differential leveling and
 RM0183.adjusted by the NATIONAL GEODETIC SURVEY
 RM0183.in June 1991.
 RM0183
 RM0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0183.GEOID18 height accuracy estimate available here.
 RM0183
 RM0183.Click photographs - Photos may exist for this station.
 RM0183
 RM0183.The dynamic height is computed by dividing the NAVD 88
 RM0183.geopotential number by the normal gravity value computed on the
 RM0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0183.degrees latitude (g = 980.6199 gals.).
 RM0183
 RM0183.The modeled gravity was interpolated from observed gravity values.
 RM0183
 RM0183;                    North         East    Units  Estimated Accuracy
 RM0183;SPC WI N     -   146,210.      536,180.      MT  (+/- 180 meters Scaled)
 RM0183
 RM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM664495(NAD 83)
 RM0183
 RM0183                          SUPERSEDED SURVEY CONTROL
 RM0183
 RM0183  NGVD 29 (??/??/92)  230.731  (m)          756.99   (f) ADJ UNCH    2 0
 RM0183
 RM0183.Superseded values are not recommended for survey control.
 RM0183
 RM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0183.See file dsdata.pdf to determine how the superseded data were derived.
 RM0183
 RM0183_MARKER: Q = CHISELED SQUARE
 RM0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RM0183_SP_SET: DRAIN PIPE RIM
 RM0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0183
 RM0183  HISTORY     - Date     Condition        Report By
 RM0183  HISTORY     - UNK      MONUMENTED       USGS
 RM0183  HISTORY     - 1934     GOOD             CGS
 RM0183
 RM0183                          STATION DESCRIPTION
 RM0183
 RM0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0183'1 MI N FROM AGNEW.
 RM0183'1.0 MILE NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0183'MARIE RAILWAY FROM AGNEW, ASHLAND COUNTY, ABOUT 60 FEET NORTH
 RM0183'OF A POINT OPPOSITE THE AGNEW STATION ONE MILE SIGN, AT IRON
 RM0183'DRAIN PIPE A 426 P, AND ON THE TOP OF THE EAST RIM.  A CHISELED
 RM0183'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0464 ***********************************************************************
 OM0464  DESIGNATION -  759
 OM0464  PID         -  OM0464
 OM0464  STATE/COUNTY-  WI/DANE
 OM0464  COUNTRY     -  US
 OM0464  USGS QUAD   -  MAZOMANIE (2018)
 OM0464
 OM0464                         *CURRENT SURVEY CONTROL
 OM0464  ______________________________________________________________________
 OM0464* NAD 83(1986) POSITION- 43 12 16.     (N) 089 45 05.     (W)   SCALED
 OM0464* NAVD 88 ORTHO HEIGHT -   231.336 (meters)      758.97  (feet) ADJUSTED
 OM0464  ______________________________________________________________________
 OM0464  GEOID HEIGHT    -        -34.488 (meters)                     GEOID18
 OM0464  DYNAMIC HEIGHT  -        231.276 (meters)      758.78  (feet) COMP
 OM0464  MODELED GRAVITY -    980,357.9   (mgal)                       NAVD 88
 OM0464
 OM0464  VERT ORDER      -  SECOND    CLASS 0
 OM0464
 OM0464.The horizontal coordinates were scaled from a map and have
 OM0464.an estimated accuracy of +/- 6 seconds.
 OM0464
 OM0464.The orthometric height was determined by differential leveling and
 OM0464.adjusted by the NATIONAL GEODETIC SURVEY
 OM0464.in June 1991.
 OM0464
 OM0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0464.GEOID18 height accuracy estimate available here.
 OM0464
 OM0464.Click photographs - Photos may exist for this station.
 OM0464
 OM0464.The dynamic height is computed by dividing the NAVD 88
 OM0464.geopotential number by the normal gravity value computed on the
 OM0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0464.degrees latitude (g = 980.6199 gals.).
 OM0464
 OM0464.The modeled gravity was interpolated from observed gravity values.
 OM0464
 OM0464;                    North         East    Units  Estimated Accuracy
 OM0464;SPC WI S     -   133,830.      620,200.      MT  (+/- 180 meters Scaled)
 OM0464
 OM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN764871(NAD 83)
 OM0464
 OM0464                          SUPERSEDED SURVEY CONTROL
 OM0464
 OM0464  NGVD 29 (??/??/92)  231.392  (m)          759.16   (f) ADJ UNCH    2 0
 OM0464
 OM0464.Superseded values are not recommended for survey control.
 OM0464
 OM0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0464.See file dsdata.pdf to determine how the superseded data were derived.
 OM0464
 OM0464_MARKER: P = PIPE CAP
 OM0464_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0464_STAMPING: 759
 OM0464_MARK LOGO: USGS
 OM0464_MAGNETIC: P = MARKER IS A STEEL PIPE
 OM0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0464
 OM0464  HISTORY     - Date     Condition        Report By
 OM0464  HISTORY     - 1905     MONUMENTED       USGS
 OM0464  HISTORY     - 1934     GOOD             CGS
 OM0464
 OM0464                          STATION DESCRIPTION
 OM0464
 OM0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0464'3.1 MI N FROM MAZOMANIE.
 OM0464'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD,
 OM0464'8 POLES NORTH OF MILEPOST 3, NEAR JUNCTION OF HIGHWAYS TO THE
 OM0464'EAST.  IRON POST SET 151 FEET EAST OF THE CENTER LINE OF TRACK,
 OM0464'48 FEET EAST OF THE CENTER LINE OF HIGHWAY 78, 120 FEET NORTH
 OM0464'OF SIDE-ROAD, 33 FEET NORTHEAST OF FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9056 ***********************************************************************
 DQ9056  DESIGNATION -  76 2
 DQ9056  PID         -  DQ9056
 DQ9056  STATE/COUNTY-  WI/MANITOWOC
 DQ9056  COUNTRY     -  US
 DQ9056  USGS QUAD   -  TWO RIVERS (2018)
 DQ9056
 DQ9056                         *CURRENT SURVEY CONTROL
 DQ9056  ______________________________________________________________________
 DQ9056* NAD 83(2011) POSITION- 44 08 44.89499(N) 087 33 48.43336(W)   ADJUSTED
 DQ9056* NAD 83(2011) ELLIP HT-   141.815 (meters)        (08/18/18)   ADJUSTED
 DQ9056* NAD 83(2011) EPOCH   -  2010.00
 DQ9056* NAVD 88 ORTHO HEIGHT -   178.093 (meters)      584.29  (feet) ADJUSTED
 DQ9056  ______________________________________________________________________
 DQ9056  GEOID HEIGHT    -        -36.265 (meters)                     GEOID18
 DQ9056  NAD 83(2011) X  -    194,892.459 (meters)                     COMP
 DQ9056  NAD 83(2011) Y  - -4,580,164.657 (meters)                     COMP
 DQ9056  NAD 83(2011) Z  -  4,419,829.958 (meters)                     COMP
 DQ9056  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 DQ9056  DYNAMIC HEIGHT  -        178.065 (meters)      584.20  (feet) COMP
 DQ9056  MODELED GRAVITY -    980,461.6   (mgal)                       NAVD 88
 DQ9056
 DQ9056  VERT ORDER      -  SECOND    CLASS I
 DQ9056
 DQ9056  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9056  Standards:
 DQ9056         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9056            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9056  -------------------------------------------------------------------
 DQ9056  NETWORK    0.63   0.88           0.29   0.21   0.45     -0.08013462
 DQ9056  -------------------------------------------------------------------
 DQ9056  Click here for local accuracies and other accuracy information.
 DQ9056
 DQ9056.The horizontal coordinates were established by GPS observations
 DQ9056.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DQ9056
 DQ9056.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9056.been affixed to the stable North American tectonic plate. See 
 DQ9056.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9056
 DQ9056.The horizontal coordinates are valid at the epoch date displayed above
 DQ9056.which is a decimal equivalence of Year/Month/Day.
 DQ9056
 DQ9056.The orthometric height was determined by differential leveling and
 DQ9056.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9056.in September 2018.
 DQ9056
 DQ9056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9056.GEOID18 height accuracy estimate available here.
 DQ9056
 DQ9056.Click photographs - Photos may exist for this station.
 DQ9056
 DQ9056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9056
 DQ9056.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9056
 DQ9056.The ellipsoidal height was determined by GPS observations
 DQ9056.and is referenced to NAD 83.
 DQ9056
 DQ9056.The dynamic height is computed by dividing the NAVD 88
 DQ9056.geopotential number by the normal gravity value computed on the
 DQ9056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9056.degrees latitude (g = 980.6199 gals.).
 DQ9056
 DQ9056.The modeled gravity was interpolated from observed gravity values.
 DQ9056
 DQ9056. The following values were computed from the NAD 83(2011) position.
 DQ9056
 DQ9056;                    North         East     Units Scale Factor Converg.
 DQ9056;SPC WI S     -   241,235.925   794,922.467   MT  1.00001704   +1 40 27.0
 DQ9056;SPC WI S     -   791,454.86  2,608,008.13   sFT  1.00001704   +1 40 27.0
 DQ9056;UTM  16      - 4,888,221.526   454,936.352   MT  0.99962497   -0 23 32.8
 DQ9056
 DQ9056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9056!SPC WI S     -   0.99997776  x   1.00001704  =   0.99999480
 DQ9056!UTM  16      -   0.99997776  x   0.99962497  =   0.99960274
 DQ9056
 DQ9056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5493688221(NAD 83)
 DQ9056
 DQ9056                          SUPERSEDED SURVEY CONTROL
 DQ9056
 DQ9056.No superseded survey control is available for this station.
 DQ9056
 DQ9056_MARKER: DD = SURVEY DISK
 DQ9056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ9056_STAMPING: 76 2 1976
 DQ9056_MARK LOGO: USACE
 DQ9056_PROJECTION: FLUSH
 DQ9056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9056+STABILITY: SURFACE MOTION
 DQ9056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9056+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2018
 DQ9056
 DQ9056  HISTORY     - Date     Condition        Report By
 DQ9056  HISTORY     - 1976     MONUMENTED       USACE
 DQ9056  HISTORY     - 20180621 GOOD             WIDT
 DQ9056
 DQ9056                          STATION DESCRIPTION
 DQ9056
 DQ9056'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9056'THE STATION IS LOCATED IN THE CITY OF TWO RIVERS, ABOUT 7 MI (11.3 KM)
 DQ9056'SOUTHEAST OF MISHICOT AND 6 MI (9.7 KM) NORTHEAST OF MANITOWOC.
 DQ9056'
 DQ9056'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (WASHINGTON
 DQ9056'STREET) WITH STATE HIGHWAY 310 (16TH STREET) IN THE CITY OF TWO
 DQ9056'RIVERS, GO NORTH ON STATE HIGHWAY 42 (WASHINGTON STREET) FOR 0.05 MI
 DQ9056'(0.08 KM) TO 17TH STREET.  TURN RIGHT AND GO EAST ON 17TH STREET FOR
 DQ9056'0.2 MI (0.3 KM) TO EAST STREET.  TURN RIGHT AND GO SOUTH ON EAST
 DQ9056'STREET FOR 0.15 MI (0.24 KM) TO HARBOR STREET ON THE LEFT AND A GATED
 DQ9056'ENTRANCE TO THE US COAST GUARD TWO RIVERS STATION AHEAD.
 DQ9056'
 DQ9056'THE STATION IS 32.5 M (106.6 FT) NORTHWEST OF THE SOUTHEAST STEEL
 DQ9056'CHANNEL WALL, 29.8 M (97.8 FT) SOUTHWEST OF A FLAG POLE, 29.3 M (96.1
 DQ9056'FT) SOUTH-SOUTHWEST OF THE SOUTHERN CORNER OF A SMALL SET OF STEPS FOR
 DQ9056'A SIDE ACCESS DOOR, 8.3 M (27.2 FT) NORTHEAST OF THE SOUTHWEST STEEL
 DQ9056'CHANNEL WALL, 7.2 M (23.6 FT) SOUTHEAST OF THE SOUTHEAST WOODEN POST
 DQ9056'FOR A LARGE SIGN -UNITED STATES COAST GUARD STATION TWO RIVERS.
 DQ9056'
 DQ9056'NOTE-THIS STATION IS OBSTRUCTED BY THE ROOF LINE OF THE US COAST GUARD
 DQ9056'STATION BUILDING TO THE NORTHEAST EXTENDING TO 25 DEGREES ABOVE THE
 DQ9056'HORIZON.  THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS SURVEY
 DQ9056'DISK SET IN THE TOP OF A 24 CM (9 INCHES) DIAMETER CONCRETE POST,
 DQ9056'FLUSH WITH THE SURROUNDING GRADE.
 DQ9056'
 DQ9056'NOTE-THE US COAST GUARD TWO RIVERS STATION IS A SECURED FACILITY
 DQ9056'OPERATED BY THE US DEPARTMENT OF HOMELAND SECURITY AND ADVANCED
 DQ9056'PERMISSION TO ACCESS THE FACILITY IS REQUIRED.  CALL (920)793-2260.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9057 ***********************************************************************
 DQ9057  DESIGNATION -  76 D
 DQ9057  PID         -  DQ9057
 DQ9057  STATE/COUNTY-  WI/MANITOWOC
 DQ9057  COUNTRY     -  US
 DQ9057  USGS QUAD   -  TWO RIVERS (2018)
 DQ9057
 DQ9057                         *CURRENT SURVEY CONTROL
 DQ9057  ______________________________________________________________________
 DQ9057* NAD 83(1986) POSITION- 44 08 39.72   (N) 087 33 44.10   (W)   HD_HELD1
 DQ9057* NAVD 88 ORTHO HEIGHT -   178.187 (meters)      584.60  (feet) ADJUSTED
 DQ9057  ______________________________________________________________________
 DQ9057  GEOID HEIGHT    -        -36.265 (meters)                     GEOID18
 DQ9057  DYNAMIC HEIGHT  -        178.160 (meters)      584.51  (feet) COMP
 DQ9057  MODELED GRAVITY -    980,461.5   (mgal)                       NAVD 88
 DQ9057
 DQ9057  VERT ORDER      -  SECOND    CLASS I
 DQ9057
 DQ9057.The horizontal coordinates were determined by differentially corrected
 DQ9057.hand held GPS observations or other comparable positioning techniques
 DQ9057.and have an estimated accuracy of +/- 3 meters.
 DQ9057
 DQ9057.The orthometric height was determined by differential leveling and
 DQ9057.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9057.in September 2018.
 DQ9057
 DQ9057.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9057.GEOID18 height accuracy estimate available here.
 DQ9057
 DQ9057.Click photographs - Photos may exist for this station.
 DQ9057
 DQ9057.The dynamic height is computed by dividing the NAVD 88
 DQ9057.geopotential number by the normal gravity value computed on the
 DQ9057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9057.degrees latitude (g = 980.6199 gals.).
 DQ9057
 DQ9057.The modeled gravity was interpolated from observed gravity values.
 DQ9057
 DQ9057;                    North         East    Units  Estimated Accuracy
 DQ9057;SPC WI S     -   241,079.1     795,023.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9057
 DQ9057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5503188061(NAD 83)
 DQ9057
 DQ9057                          SUPERSEDED SURVEY CONTROL
 DQ9057
 DQ9057.No superseded survey control is available for this station.
 DQ9057
 DQ9057_MARKER: DD = SURVEY DISK
 DQ9057_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ9057_SP_SET: BREAK WATER
 DQ9057_STAMPING: 76 D 1976
 DQ9057_MARK LOGO: USACE
 DQ9057_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9057+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2018
 DQ9057
 DQ9057  HISTORY     - Date     Condition        Report By
 DQ9057  HISTORY     - 1976     MONUMENTED       USACE
 DQ9057  HISTORY     - 20180621 GOOD             WIDT
 DQ9057
 DQ9057                          STATION DESCRIPTION
 DQ9057
 DQ9057'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9057'THE STATION IS LOCATED IN THE CITY OF TWO RIVERS, ABOUT 7 MI (11.3 KM)
 DQ9057'SOUTHEAST OF MISHICOT AND 6 MI (9.7 KM) NORTHEAST OF MANITOWOC.
 DQ9057'
 DQ9057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (WASHINGTON
 DQ9057'STREET) WITH STATE HIGHWAY 310 (16TH STREET) IN THE CITY OF TWO
 DQ9057'RIVERS, GO NORTH ON STATE HIGHWAY 42 (WASHINGTON STREET) FOR 0.05 MI
 DQ9057'(0.08 KM) TO 17TH STREET.  TURN RIGHT AND GO EAST ON 17TH STREET FOR
 DQ9057'0.3 MI (0.5 KM) TO EAST STREET.  TURN RIGHT AND GO SOUTH ON EAST
 DQ9057'STREET FOR 0.15 MI (0.24 KM) TO HARBOR STREET.  TURN LEFT AND GO
 DQ9057'NORTHEAST ON HARBOR STREET FOR 0.05 MI (0.08 KM) TO PILON COURT.  TURN
 DQ9057'RIGHT AND GO SOUTH ON PILON COURT FOR 0.05 MI (0.08 KM) TO A GRAVEL
 DQ9057'PARKING AREA.
 DQ9057'
 DQ9057'THE STATION IS 1.9 M (6.2 FT) SOUTHWEST OF THE NORTHWEST END OF THE
 DQ9057'BLUE METAL GUARD RAILING ON THE NORTHEAST SIDE OF THE BREAK WATER
 DQ9057'WALL, 1.8 M (5.9 FT) EAST OF THE WEST EDGE OF THE CONCRETE BREAKWATER
 DQ9057'WALL AND 0.5 M (1.6 FT) NORTHWEST OF AN EXPANSION JOINT IN THE
 DQ9057'CONCRETE BREAKWATER WALL.
 DQ9057'
 DQ9057'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9057'DEGREES ABOVE THE HORIZON.
 DQ9057'
 DQ9057'NOTE-THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS SURVEY DISK
 DQ9057'SET IN A DRILL HOLE LOCATED NEAR A POINT AT WHICH THE ORIGINAL BREAK
 DQ9057'WATER CONCRETE MEETS NEWER CONCRETE THAT LEADING SOUTHEAST TO THE
 DQ9057'NORTH PIER LIGHT NAVIGATIONAL SIGNAL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9046 ***********************************************************************
 DQ9046  DESIGNATION -  76 K
 DQ9046  PID         -  DQ9046
 DQ9046  STATE/COUNTY-  WI/MANITOWOC
 DQ9046  COUNTRY     -  US
 DQ9046  USGS QUAD   -  MANITOWOC (2018)
 DQ9046
 DQ9046                         *CURRENT SURVEY CONTROL
 DQ9046  ______________________________________________________________________
 DQ9046* NAD 83(1986) POSITION- 44 05 34.01   (N) 087 38 38.16   (W)   HD_HELD1
 DQ9046* NAVD 88 ORTHO HEIGHT -   177.879 (meters)      583.59  (feet) ADJUSTED
 DQ9046  ______________________________________________________________________
 DQ9046  GEOID HEIGHT    -        -36.196 (meters)                     GEOID18
 DQ9046  DYNAMIC HEIGHT  -        177.850 (meters)      583.50  (feet) COMP
 DQ9046  MODELED GRAVITY -    980,452.0   (mgal)                       NAVD 88
 DQ9046
 DQ9046  VERT ORDER      -  SECOND    CLASS I
 DQ9046
 DQ9046.The horizontal coordinates were determined by differentially corrected
 DQ9046.hand held GPS observations or other comparable positioning techniques
 DQ9046.and have an estimated accuracy of +/- 3 meters.
 DQ9046
 DQ9046.The orthometric height was determined by differential leveling and
 DQ9046.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9046.in September 2018.
 DQ9046
 DQ9046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9046.GEOID18 height accuracy estimate available here.
 DQ9046
 DQ9046.Click photographs - Photos may exist for this station.
 DQ9046
 DQ9046.The dynamic height is computed by dividing the NAVD 88
 DQ9046.geopotential number by the normal gravity value computed on the
 DQ9046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9046.degrees latitude (g = 980.6199 gals.).
 DQ9046
 DQ9046.The modeled gravity was interpolated from observed gravity values.
 DQ9046
 DQ9046;                    North         East    Units  Estimated Accuracy
 DQ9046;SPC WI S     -   235,161.5     788,652.3     MT  (+/- 3 meters HH1 GPS) 
 DQ9046
 DQ9046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4845382379(NAD 83)
 DQ9046
 DQ9046                          SUPERSEDED SURVEY CONTROL
 DQ9046
 DQ9046.No superseded survey control is available for this station.
 DQ9046
 DQ9046_MARKER: DD = SURVEY DISK
 DQ9046_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ9046_SP_SET: BREAK WATER
 DQ9046_STAMPING: 76 K 1976
 DQ9046_MARK LOGO: USACE
 DQ9046_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9046+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2018
 DQ9046
 DQ9046  HISTORY     - Date     Condition        Report By
 DQ9046  HISTORY     - 1976     MONUMENTED       USACE
 DQ9046  HISTORY     - 20180619 GOOD             WIDT
 DQ9046
 DQ9046                          STATION DESCRIPTION
 DQ9046
 DQ9046'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9046'THE STATION IS LOCATED IN THE CITY OF MANITOWOC AT THE MANITOWOC
 DQ9046'HARBOR, ABOUT 24 MI (38.6 KM) NORTH OF SHEBOYGAN AND 5.5 MI (8.8 KM)
 DQ9046'SOUTHWEST OF TWO RIVERS.
 DQ9046'
 DQ9046'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 (MARSHALL
 DQ9046'STREET) WITH US HIGHWAY 10 (10TH STREET) IN THE CITY OF MANITOWOC, GO
 DQ9046'EAST ON MARSHALL STREET FOR 0.1 MI (0.2 KM) TO EIGHTH STREET.  TURN
 DQ9046'LEFT AND GO NORTH ON US HIGHWAY 151 (8TH STREET) FOR 0.4 MI (0.6 KM)
 DQ9046'TO MARITIME DRIVE.  TURN RIGHT AND GO EAST ON MARITIME DRIVE FOR 0.2
 DQ9046'MI (0.3 KM), THEN CURVE LEFT AND CONTINUE NORTH ON MARITIME DRIVE FOR
 DQ9046'0.5 MI (0.8 KM) TO AN ASPHALT PARKING AREA ON THE RIGHT.
 DQ9046'
 DQ9046'THE STATION IS 3.3 M (10.8 FT) SOUTHWEST OF A CONCRETE BACK WALL, 3.2
 DQ9046'M (10.5 FT) NORTHWEST OF THE NORTHWEST FACE OF A SET OF CONCRETE STEPS
 DQ9046'LEADING TO THE LIGHTHOUSE WATCH TOWER AND 2.4 M (7.9 FT) EAST OF THE
 DQ9046'NEAR SIDE OF A 0.9 FT (27 CM) DIAMETER MOORING PIN.
 DQ9046'
 DQ9046'NOTE-THIS STATION IS OBSTRUCTED BY THE LIGHTHOUSE STRUCTURE TO THE
 DQ9046'SOUTHEAST EXTENDING TO 60 DEGREES ABOVE THE HORIZON AND IS NOT
 DQ9046'SUITABLE FOR SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9047 ***********************************************************************
 DQ9047  DESIGNATION -  76 L
 DQ9047  PID         -  DQ9047
 DQ9047  STATE/COUNTY-  WI/MANITOWOC
 DQ9047  COUNTRY     -  US
 DQ9047  USGS QUAD   -  MANITOWOC (2018)
 DQ9047
 DQ9047                         *CURRENT SURVEY CONTROL
 DQ9047  ______________________________________________________________________
 DQ9047* NAD 83(1986) POSITION- 44 05 38.89   (N) 087 38 44.58   (W)   HD_HELD1
 DQ9047* NAVD 88 ORTHO HEIGHT -   179.154 (meters)      587.77  (feet) ADJUSTED
 DQ9047  ______________________________________________________________________
 DQ9047  GEOID HEIGHT    -        -36.195 (meters)                     GEOID18
 DQ9047  DYNAMIC HEIGHT  -        179.125 (meters)      587.68  (feet) COMP
 DQ9047  MODELED GRAVITY -    980,452.0   (mgal)                       NAVD 88
 DQ9047
 DQ9047  VERT ORDER      -  SECOND    CLASS I
 DQ9047
 DQ9047.The horizontal coordinates were determined by differentially corrected
 DQ9047.hand held GPS observations or other comparable positioning techniques
 DQ9047.and have an estimated accuracy of +/- 3 meters.
 DQ9047
 DQ9047.The orthometric height was determined by differential leveling and
 DQ9047.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9047.in September 2018.
 DQ9047
 DQ9047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9047.GEOID18 height accuracy estimate available here.
 DQ9047
 DQ9047.Click photographs - Photos may exist for this station.
 DQ9047
 DQ9047.The dynamic height is computed by dividing the NAVD 88
 DQ9047.geopotential number by the normal gravity value computed on the
 DQ9047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9047.degrees latitude (g = 980.6199 gals.).
 DQ9047
 DQ9047.The modeled gravity was interpolated from observed gravity values.
 DQ9047
 DQ9047;                    North         East    Units  Estimated Accuracy
 DQ9047;SPC WI S     -   235,308.0     788,505.3     MT  (+/- 3 meters HH1 GPS) 
 DQ9047
 DQ9047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4831282531(NAD 83)
 DQ9047
 DQ9047                          SUPERSEDED SURVEY CONTROL
 DQ9047
 DQ9047.No superseded survey control is available for this station.
 DQ9047
 DQ9047_MARKER: DD = SURVEY DISK
 DQ9047_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ9047_SP_SET: BREAK WATER
 DQ9047_STAMPING: 76 L 1976
 DQ9047_MARK LOGO: USACE
 DQ9047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9047+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2018
 DQ9047
 DQ9047  HISTORY     - Date     Condition        Report By
 DQ9047  HISTORY     - 1976     MONUMENTED       USACE
 DQ9047  HISTORY     - 20180619 GOOD             WIDT
 DQ9047
 DQ9047                          STATION DESCRIPTION
 DQ9047
 DQ9047'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9047'THE STATION IS LOCATED IN THE CITY OF MANITOWOC AT THE MANITOWOC
 DQ9047'HARBOR, ABOUT 24 MI (38.6 KM) NORTH OF SHEBOYGAN AND 5.5 MI (8.8 KM)
 DQ9047'SOUTHWEST OF TWO RIVERS.
 DQ9047'
 DQ9047'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 (MARSHALL
 DQ9047'STREET) WITH US HIGHWAY 10 (10TH STREET) IN THE CITY OF MANITOWOC, GO
 DQ9047'EAST ON MARSHALL STREET FOR 0.1 MI (0.2 KM) TO EIGHTH STREET.  TURN
 DQ9047'LEFT AND GO NORTH ON US HIGHWAY 151 (8TH STREET) FOR 0.4 MI (0.6 KM)
 DQ9047'TO MARITIME DRIVE.  TURN RIGHT AND GO EAST ON MARITIME DRIVE FOR 0.2
 DQ9047'MI (0.3 KM), THEN CURVE LEFT AND CONTINUE NORTH ON MARITIME DRIVE FOR
 DQ9047'0.5 MI (0.8 KM) TO AN ASPHALT PARKING AREA ON THE RIGHT.
 DQ9047'
 DQ9047'THE MARK IS 23.9 M (78.4 FT) NORTHWEST OF THE TOP OF A SET OF FIVE
 DQ9047'STEPS LEADING TO THE LIGHTHOUSE WATCH TOWER, 2.0 M (6.6 FT) SOUTHWEST
 DQ9047'OF THE NORTHEAST EDGE OF CONCRETE WALKWAY AND 0.3 M (1.0 FT) NORTHEAST
 DQ9047'OF A BLUE METAL RAILING.
 DQ9047'
 DQ9047'NOTE-   THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS SURVEY DISK
 DQ9047'SET IN A DRILL HOLE.
 DQ9047'
 DQ9047'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9047'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9048 ***********************************************************************
 DQ9048  DESIGNATION -  76 M
 DQ9048  PID         -  DQ9048
 DQ9048  STATE/COUNTY-  WI/MANITOWOC
 DQ9048  COUNTRY     -  US
 DQ9048  USGS QUAD   -  MANITOWOC (2018)
 DQ9048
 DQ9048                         *CURRENT SURVEY CONTROL
 DQ9048  ______________________________________________________________________
 DQ9048* NAD 83(1986) POSITION- 44 05 40.70   (N) 087 38 48.14   (W)   HD_HELD1
 DQ9048* NAVD 88 ORTHO HEIGHT -   179.195 (meters)      587.91  (feet) ADJUSTED
 DQ9048  ______________________________________________________________________
 DQ9048  GEOID HEIGHT    -        -36.195 (meters)                     GEOID18
 DQ9048  DYNAMIC HEIGHT  -        179.165 (meters)      587.81  (feet) COMP
 DQ9048  MODELED GRAVITY -    980,452.0   (mgal)                       NAVD 88
 DQ9048
 DQ9048  VERT ORDER      -  SECOND    CLASS I
 DQ9048
 DQ9048.The horizontal coordinates were determined by differentially corrected
 DQ9048.hand held GPS observations or other comparable positioning techniques
 DQ9048.and have an estimated accuracy of +/- 3 meters.
 DQ9048
 DQ9048.The orthometric height was determined by differential leveling and
 DQ9048.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9048.in September 2018.
 DQ9048
 DQ9048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9048.GEOID18 height accuracy estimate available here.
 DQ9048
 DQ9048.Click photographs - Photos may exist for this station.
 DQ9048
 DQ9048.The dynamic height is computed by dividing the NAVD 88
 DQ9048.geopotential number by the normal gravity value computed on the
 DQ9048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9048.degrees latitude (g = 980.6199 gals.).
 DQ9048
 DQ9048.The modeled gravity was interpolated from observed gravity values.
 DQ9048
 DQ9048;                    North         East    Units  Estimated Accuracy
 DQ9048;SPC WI S     -   235,361.6     788,424.6     MT  (+/- 3 meters HH1 GPS) 
 DQ9048
 DQ9048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4823382587(NAD 83)
 DQ9048
 DQ9048                          SUPERSEDED SURVEY CONTROL
 DQ9048
 DQ9048.No superseded survey control is available for this station.
 DQ9048
 DQ9048_MARKER: DD = SURVEY DISK
 DQ9048_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ9048_SP_SET: BREAK WATER
 DQ9048_STAMPING: 76 M 1976
 DQ9048_MARK LOGO: USACE
 DQ9048_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9048+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2018
 DQ9048
 DQ9048  HISTORY     - Date     Condition        Report By
 DQ9048  HISTORY     - 1976     MONUMENTED       USACE
 DQ9048  HISTORY     - 20180619 GOOD             WIDT
 DQ9048
 DQ9048                          STATION DESCRIPTION
 DQ9048
 DQ9048'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9048'THE STATION IS LOCATED IN THE CITY OF MANITOWOC AT THE MANITOWOC
 DQ9048'HARBOR, ABOUT 24 MI (38.6 KM) NORTH OF SHEBOYGAN AND 5.5 MI (8.8 KM)
 DQ9048'SOUTHWEST OF TWO RIVERS.
 DQ9048'
 DQ9048'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 (MARSHALL
 DQ9048'STREET) WITH US HIGHWAY 10 (10TH STREET) IN THE CITY OF MANITOWOC, GO
 DQ9048'EAST ON MARSHALL STREET FOR 0.1 MI (0.2 KM) TO EIGHTH STREET.  TURN
 DQ9048'LEFT AND GO NORTH ON US HIGHWAY 151 (8TH STREET) FOR 0.4 MI (0.6 KM)
 DQ9048'TO MARITIME DRIVE.  TURN RIGHT AND GO EAST ON MARITIME DRIVE FOR 0.2
 DQ9048'MI (0.3 KM), THEN CURVE LEFT AND CONTINUE NORTH ON MARITIME DRIVE FOR
 DQ9048'0.5 MI (0.8 KM) TO AN ASPHALT PARKING AREA ON THE RIGHT.
 DQ9048'
 DQ9048'THE MARK IS 4.1 M (13.5 FT) SOUTH-SOUTHWEST OF A STEEL SIGN POST FOR A
 DQ9048'MANITOWOC WILDLIFE ENHANCEMENT- SIGN, 2.1 M (6.9 FT) SOUTHWEST OF THE
 DQ9048'NORTHEAST EDGE OF THE CONCRETE WALKWAY, 1.8 M (5.9 FT) SOUTH OF AN
 DQ9048'INSIDE CORNER FORMED BY AN EXPANSION JOINT IN THE CONCRETE WALKWAY AND
 DQ9048'0.5 M (1.6 FT) NORTHWEST OF A BLUE METAL RAILING.
 DQ9048'
 DQ9048'THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS SURVEY DISK SET IN
 DQ9048'A DRILL HOLE.
 DQ9048'
 DQ9048'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9048'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9042 ***********************************************************************
 DQ9042  DESIGNATION -  76 PRIME
 DQ9042  PID         -  DQ9042
 DQ9042  STATE/COUNTY-  WI/MANITOWOC
 DQ9042  COUNTRY     -  US
 DQ9042  USGS QUAD   -  MANITOWOC (2018)
 DQ9042
 DQ9042                         *CURRENT SURVEY CONTROL
 DQ9042  ______________________________________________________________________
 DQ9042* NAD 83(2011) POSITION- 44 05 21.20060(N) 087 38 57.83517(W)   ADJUSTED
 DQ9042* NAD 83(2011) ELLIP HT-   142.061 (meters)        (08/18/18)   ADJUSTED
 DQ9042* NAD 83(2011) EPOCH   -  2010.00
 DQ9042* NAVD 88 ORTHO HEIGHT -   178.259 (meters)      584.84  (feet) ADJUSTED
 DQ9042  ______________________________________________________________________
 DQ9042  GEOID HEIGHT    -        -36.191 (meters)                     GEOID18
 DQ9042  NAD 83(2011) X  -    188,201.408 (meters)                     COMP
 DQ9042  NAD 83(2011) Y  - -4,584,825.062 (meters)                     COMP
 DQ9042  NAD 83(2011) Z  -  4,415,316.465 (meters)                     COMP
 DQ9042  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 DQ9042  DYNAMIC HEIGHT  -        178.229 (meters)      584.74  (feet) COMP
 DQ9042  MODELED GRAVITY -    980,451.3   (mgal)                       NAVD 88
 DQ9042
 DQ9042  VERT ORDER      -  SECOND    CLASS I
 DQ9042
 DQ9042  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9042  Standards:
 DQ9042         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9042            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9042  -------------------------------------------------------------------
 DQ9042  NETWORK    0.40   0.65           0.18   0.14   0.33     -0.02636466
 DQ9042  -------------------------------------------------------------------
 DQ9042  Click here for local accuracies and other accuracy information.
 DQ9042
 DQ9042.The horizontal coordinates were established by GPS observations
 DQ9042.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DQ9042
 DQ9042.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9042.been affixed to the stable North American tectonic plate. See 
 DQ9042.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9042
 DQ9042.The horizontal coordinates are valid at the epoch date displayed above
 DQ9042.which is a decimal equivalence of Year/Month/Day.
 DQ9042
 DQ9042.The orthometric height was determined by differential leveling and
 DQ9042.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9042.in September 2018.
 DQ9042
 DQ9042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9042.GEOID18 height accuracy estimate available here.
 DQ9042
 DQ9042.Click photographs - Photos may exist for this station.
 DQ9042
 DQ9042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9042
 DQ9042.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9042
 DQ9042.The ellipsoidal height was determined by GPS observations
 DQ9042.and is referenced to NAD 83.
 DQ9042
 DQ9042.The dynamic height is computed by dividing the NAVD 88
 DQ9042.geopotential number by the normal gravity value computed on the
 DQ9042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9042.degrees latitude (g = 980.6199 gals.).
 DQ9042
 DQ9042.The modeled gravity was interpolated from observed gravity values.
 DQ9042
 DQ9042. The following values were computed from the NAD 83(2011) position.
 DQ9042
 DQ9042;                    North         East     Units Scale Factor Converg.
 DQ9042;SPC WI S     -   234,753.939   788,225.973   MT  1.00000466   +1 36 54.4
 DQ9042;SPC WI S     -   770,188.55  2,586,038.05   sFT  1.00000466   +1 36 54.4
 DQ9042;UTM  16      - 4,881,987.643   448,013.089   MT  0.99963324   -0 27 06.6
 DQ9042
 DQ9042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9042!SPC WI S     -   0.99997772  x   1.00000466  =   0.99998238
 DQ9042!UTM  16      -   0.99997772  x   0.99963324  =   0.99961097
 DQ9042
 DQ9042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4801381987(NAD 83)
 DQ9042
 DQ9042                          SUPERSEDED SURVEY CONTROL
 DQ9042
 DQ9042.No superseded survey control is available for this station.
 DQ9042
 DQ9042_MARKER: DD = SURVEY DISK
 DQ9042_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ9042_SP_SET: SET IN TOP OF JETTY
 DQ9042_STAMPING: 76 PRIME KEWAUNEE PROJECT 1976
 DQ9042_MARK LOGO: USACE
 DQ9042_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9042+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2022
 DQ9042
 DQ9042  HISTORY     - Date     Condition        Report By
 DQ9042  HISTORY     - 1976     MONUMENTED       USACE
 DQ9042  HISTORY     - 20180618 GOOD             WIDT
 DQ9042  HISTORY     - 20220808 GOOD             NGS
 DQ9042
 DQ9042                          STATION DESCRIPTION
 DQ9042
 DQ9042'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9042'THE STATION IS LOCATED IN THE CITY OF MANITOWOC AT THE MANITOWOC
 DQ9042'HARBOR, ABOUT 24 MI (38.6 KM) NORTH OF SHEBOYGAN AND 5.5 MI (8.8 KM)
 DQ9042'SOUTHWEST OF TWO RIVERS.
 DQ9042'
 DQ9042'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 (MARSHALL
 DQ9042'STREET) WITH US HIGHWAY 10 (10TH STREET) IN THE CITY OF MANITOWOC, GO
 DQ9042'SOUTH ON US HIGHWAY 10 (10TH STREET) FOR 0.1 MI (0.2 KM) TO MADISON
 DQ9042'STREET.  TURN LEFT AND GO EAST ON MADISON STREET FOR 0.3 MI (0.5 KM)
 DQ9042'TO A LEFT CURVE IN THE STREET (MADISON STREET BECOMES KNOWN AS
 DQ9042'LAKEVIEW DRIVE), CURVE LEFT AND GO NORTH ON LAKEVIEW DRIVE FOR 0.35 MI
 DQ9042'(0.56 KM) TO A PARKING AREA ADJACENT TO THE LAKE MICHIGAN PASSENGER
 DQ9042'AND VEHICLE FERRY DOCK TERMINAL AT THE MANITOWOC HARBOR.
 DQ9042'
 DQ9042'THE STATION IS 1.9 M (6.2 FT) SOUTH OF THE NORTH EDGE OF THE CONCRETE
 DQ9042'BREAKWATER WALL, 2.5 M (8.2 FT) NORTH OF A CYCLONE FENCE ALONG THE
 DQ9042'NORTH PERIMETER OF THE CITY OF MANITOWOC WASTEWATER TREATMENT PLANT
 DQ9042'AND 13.5 M (44.3 FT) WEST OF THE NORTHWEST CORNER OF A CONCRETE
 DQ9042'RETAINING WALL WITH A CYCLONE FENCE INSTALLED ALONG THE TOP OF THE
 DQ9042'WALL (EAST PERIMETER OF THE CITY OF MANITOWOC WASTEWATER TREATMENT
 DQ9042'PLANT).
 DQ9042'
 DQ9042'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9042'DEGREES ABOVE THE HORIZON.
 DQ9042
 DQ9042                          STATION RECOVERY (2022)
 DQ9042
 DQ9042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DQ9042'THE MARK IS LOCATED ABOUT 10.7 MI (17.2 KM) EAST OF CLARKS MILLS, 10.4
 DQ9042'MI (16.7 KM) SOUTH OF MISHICOT, 9.4 MI (15.1 KM) EAST-SOUTHEAST OF
 DQ9042'WHITELAW, 6.0 MI (9.7 KM) SOUTHWEST OF TWO RIVERS AND IN THE TOWN OF
 DQ9042'MANITOWOC, WI.
 DQ9042'
 DQ9042'MARK IS SET IN THE TOP OF THE SOUTH MANITOWOC ENTRANCE JETTY, 2.00 M
 DQ9042'(6.6 FT) SOUTH OF THE NORTH EDGE OF THE JETTY, 2.53 M (8.3 FT) NORTH
 DQ9042'OF A CYCLONE FENCE LINE AND 13.10 M (43.0 FT) WEST OF THE CORNER OF A
 DQ9042'CYCLONE FENCE AND A CONCRETE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0143 ***********************************************************************
 PN0143  DESIGNATION -  760
 PN0143  PID         -  PN0143
 PN0143  STATE/COUNTY-  WI/WINNEBAGO
 PN0143  COUNTRY     -  US
 PN0143  USGS QUAD   -  NEENAH (2018)
 PN0143
 PN0143                         *CURRENT SURVEY CONTROL
 PN0143  ______________________________________________________________________
 PN0143* NAD 83(1986) POSITION- 44 08 22.     (N) 088 29 27.     (W)   SCALED
 PN0143* NAVD 88 ORTHO HEIGHT -   231.562 (meters)      759.72  (feet) ADJUSTED
 PN0143  ______________________________________________________________________
 PN0143  GEOID HEIGHT    -        -36.364 (meters)                     GEOID18
 PN0143  DYNAMIC HEIGHT  -        231.520 (meters)      759.58  (feet) COMP
 PN0143  MODELED GRAVITY -    980,432.2   (mgal)                       NAVD 88
 PN0143
 PN0143  VERT ORDER      -  FIRST     CLASS II
 PN0143
 PN0143.The horizontal coordinates were scaled from a map and have
 PN0143.an estimated accuracy of +/- 6 seconds.
 PN0143
 PN0143.The orthometric height was determined by differential leveling and
 PN0143.adjusted by the NATIONAL GEODETIC SURVEY
 PN0143.in June 1991.
 PN0143
 PN0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0143.GEOID18 height accuracy estimate available here.
 PN0143
 PN0143.Click photographs - Photos may exist for this station.
 PN0143
 PN0143.The dynamic height is computed by dividing the NAVD 88
 PN0143.geopotential number by the normal gravity value computed on the
 PN0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0143.degrees latitude (g = 980.6199 gals.).
 PN0143
 PN0143.The modeled gravity was interpolated from observed gravity values.
 PN0143
 PN0143;                    North         East    Units  Estimated Accuracy
 PN0143;SPC WI S     -   238,770.      720,760.      MT  (+/- 180 meters Scaled)
 PN0143
 PN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP807884(NAD 83)
 PN0143
 PN0143                          SUPERSEDED SURVEY CONTROL
 PN0143
 PN0143  NGVD 29 (??/??/92)  231.593  (m)          759.82   (f) ADJ UNCH    1 2
 PN0143
 PN0143.Superseded values are not recommended for survey control.
 PN0143
 PN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0143.See file dsdata.pdf to determine how the superseded data were derived.
 PN0143
 PN0143_MARKER: DB = BENCH MARK DISK
 PN0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0143_SP_SET: BRIDGE
 PN0143_STAMPING: 760 1908
 PN0143_MARK LOGO: USGS
 PN0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0143
 PN0143  HISTORY     - Date     Condition        Report By
 PN0143  HISTORY     - 1908     MONUMENTED       USGS
 PN0143  HISTORY     - 1934     GOOD             CGS
 PN0143  HISTORY     - 19970302 MARK NOT FOUND   USPSQD
 PN0143  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 PN0143
 PN0143                          STATION DESCRIPTION
 PN0143
 PN0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0143'4.2 MI S FROM NEENAH-MENASHA.
 PN0143'4.2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PN0143'THE NEENAH-MENASHA STATION, WINNEBAGO COUNTY, IN THE SOUTHWEST
 PN0143'CORNER OF BRIDGE 357, 1 FOOT NORTH OF THE CORNER, AND 6 INCHES
 PN0143'FROM THE WEST EDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PN0143'DISK, STAMPED 760 1908.
 PN0143
 PN0143                          STATION RECOVERY (1997)
 PN0143
 PN0143'RECOVERY NOTE BY US POWER SQUADRON 1997
 PN0143'MARK NOT FOUND.
 PN0143
 PN0143                          STATION RECOVERY (2004)
 PN0143
 PN0143'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0040 ***********************************************************************
 OM0040  DESIGNATION -  767
 OM0040  PID         -  OM0040
 OM0040  STATE/COUNTY-  WI/FOND DU LAC
 OM0040  COUNTRY     -  US
 OM0040  USGS QUAD   -  FOND DU LAC (2018)
 OM0040
 OM0040                         *CURRENT SURVEY CONTROL
 OM0040  ______________________________________________________________________
 OM0040* NAD 83(1986) POSITION- 43 49 10.     (N) 088 28 51.     (W)   SCALED
 OM0040* NAVD 88 ORTHO HEIGHT -   233.335 (meters)      765.53  (feet) ADJUSTED
 OM0040  ______________________________________________________________________
 OM0040  GEOID HEIGHT    -        -35.913 (meters)                     GEOID18
 OM0040  DYNAMIC HEIGHT  -        233.286 (meters)      765.37  (feet) COMP
 OM0040  MODELED GRAVITY -    980,406.5   (mgal)                       NAVD 88
 OM0040
 OM0040  VERT ORDER      -  FIRST     CLASS II
 OM0040
 OM0040.The horizontal coordinates were scaled from a map and have
 OM0040.an estimated accuracy of +/- 6 seconds.
 OM0040
 OM0040.The orthometric height was determined by differential leveling and
 OM0040.adjusted by the NATIONAL GEODETIC SURVEY
 OM0040.in June 1991.
 OM0040
 OM0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0040.GEOID18 height accuracy estimate available here.
 OM0040
 OM0040.Click photographs - Photos may exist for this station.
 OM0040
 OM0040.The dynamic height is computed by dividing the NAVD 88
 OM0040.geopotential number by the normal gravity value computed on the
 OM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0040.degrees latitude (g = 980.6199 gals.).
 OM0040
 OM0040.The modeled gravity was interpolated from observed gravity values.
 OM0040
 OM0040;                    North         East    Units  Estimated Accuracy
 OM0040;SPC WI S     -   203,240.      722,200.      MT  (+/- 180 meters Scaled)
 OM0040
 OM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP809528(NAD 83)
 OM0040
 OM0040                          SUPERSEDED SURVEY CONTROL
 OM0040
 OM0040  NGVD 29 (??/??/92)  233.367  (m)          765.64   (f) ADJ UNCH    1 2
 OM0040
 OM0040.Superseded values are not recommended for survey control.
 OM0040
 OM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0040.See file dsdata.pdf to determine how the superseded data were derived.
 OM0040
 OM0040_MARKER: P = PIPE CAP
 OM0040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0040_STAMPING: 767 1908
 OM0040_MARK LOGO: USGS
 OM0040_MAGNETIC: P = MARKER IS A STEEL PIPE
 OM0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0040
 OM0040  HISTORY     - Date     Condition        Report By
 OM0040  HISTORY     - 1908     MONUMENTED       USGS
 OM0040  HISTORY     - 1934     GOOD             CGS
 OM0040  HISTORY     - 20030722 MARK NOT FOUND   USPSQD
 OM0040
 OM0040                          STATION DESCRIPTION
 OM0040
 OM0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0040'AT NORTH FOND DU LAC.
 OM0040'AT NORTH FOND DU LAC, FOND DU LAC COUNTY, AT THE SOUTHWEST CORNER
 OM0040'OF MONROE STREET AND WISCONSIN AVENUE, 45 FEET SOUTHWEST OF THE
 OM0040'CENTER OF THE INTERSECTION, AND 7 FEET WEST AND 1 FOOT NORTH OF
 OM0040'A SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 OM0040'STAMPED 767 1908 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 OM0040
 OM0040                          STATION RECOVERY (2003)
 OM0040
 OM0040'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3021 ***********************************************************************
 DR3021  DESIGNATION -  77 A
 DR3021  PID         -  DR3021
 DR3021  STATE/COUNTY-  WI/KEWAUNEE
 DR3021  COUNTRY     -  US
 DR3021  USGS QUAD   -  ALGOMA (2018)
 DR3021
 DR3021                         *CURRENT SURVEY CONTROL
 DR3021  ______________________________________________________________________
 DR3021* NAD 83(1986) POSITION- 44 36 23.33   (N) 087 25 49.23   (W)   HD_HELD1
 DR3021* NAVD 88 ORTHO HEIGHT -   178.148 (meters)      584.47  (feet) ADJUSTED
 DR3021  ______________________________________________________________________
 DR3021  GEOID HEIGHT    -        -36.509 (meters)                     GEOID18
 DR3021  DYNAMIC HEIGHT  -        178.128 (meters)      584.41  (feet) COMP
 DR3021  MODELED GRAVITY -    980,499.1   (mgal)                       NAVD 88
 DR3021
 DR3021  VERT ORDER      -  SECOND    CLASS I
 DR3021
 DR3021.The horizontal coordinates were determined by differentially corrected
 DR3021.hand held GPS observations or other comparable positioning techniques
 DR3021.and have an estimated accuracy of +/- 3 meters.
 DR3021
 DR3021.The orthometric height was determined by differential leveling and
 DR3021.adjusted by the NATIONAL GEODETIC SURVEY
 DR3021.in October 2019.
 DR3021
 DR3021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3021.GEOID18 height accuracy estimate available here.
 DR3021
 DR3021.Click photographs - Photos may exist for this station.
 DR3021
 DR3021.The dynamic height is computed by dividing the NAVD 88
 DR3021.geopotential number by the normal gravity value computed on the
 DR3021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3021.degrees latitude (g = 980.6199 gals.).
 DR3021
 DR3021.The modeled gravity was interpolated from observed gravity values.
 DR3021
 DR3021;                    North         East    Units  Estimated Accuracy
 DR3021;SPC WI C     -    89,137.8     803,947.6     MT  (+/- 3 meters HH1 GPS) 
 DR3021
 DR3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6585139326(NAD 83)
 DR3021
 DR3021                          SUPERSEDED SURVEY CONTROL
 DR3021
 DR3021.No superseded survey control is available for this station.
 DR3021
 DR3021_MARKER: DD = SURVEY DISK
 DR3021_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR3021_SP_SET: BREAK WATER
 DR3021_STAMPING: 77 A 1977
 DR3021_MARK LOGO: USACE
 DR3021_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3021+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2019
 DR3021
 DR3021  HISTORY     - Date     Condition        Report By
 DR3021  HISTORY     - 1977     MONUMENTED       USACE
 DR3021  HISTORY     - 20190730 GOOD             WIDT
 DR3021
 DR3021                          STATION DESCRIPTION
 DR3021
 DR3021'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3021'THE STATION IS LOCATED IN THE CITY OF ALGOMA, ABOUT 16 MI (25.7 KM)
 DR3021'SOUTH OF STURGEON BAY AND 11 MI (17.7 KM) NORTH OF KEWAUNEE.
 DR3021'
 DR3021'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (LAKE
 DR3021'STREET) WITH STATE HIGHWAY 54 (JEFFERSON STREET) IN THE CITY OF
 DR3021'ALGOMA, GO NORTH ON STATE HIGHWAY 42 (LAKE STREET) FOR 0.1 MI (0.2 KM)
 DR3021'TO COUNTY HIGHWAY S (LAKE STREET) ON THE RIGHT.  KEEP RIGHT AND
 DR3021'CONTINUE NORTHEASTERLY ALONG LAKE STREET FOR APPROXIMATELY 0.25 MI
 DR3021'(0.40 KM) TO THE ALGOMA COMMUNITY BUILDING ON THE LEFT AND ALGOMA
 DR3021'HARBOR ON THE RIGHT.
 DR3021'
 DR3021'THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS SURVEY DISK SET IN
 DR3021'THE SOUTH CONCRETE BREAKWATER WALL OF THE ALGOMA HARBOR, APPROXIMATELY
 DR3021'1400 FT (426.7 M) EAST OF THE ALGOMA HARBOR PARKING AREA.  THE STATION
 DR3021'IS LOCATED NEAR THE JUNCTION OF TWO SEGMENTS OF THE CONCRETE
 DR3021'BREAKWATER WALL.
 DR3021'
 DR3021'IT IS 27 M (88.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE
 DR3021'BREAKWATER WALL WITH A NAVIGATION SIGNAL, 3.4 M (11.2 FT) SOUTHWEST OF
 DR3021'THE NORTHWEST OF THE CONCRETE BREAKWATER WALL AND 2.7 M (8.9 FT)
 DR3021'SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE BREAKWATER WALL.
 DR3021'
 DR3021'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3021'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3020 ***********************************************************************
 DR3020  DESIGNATION -  77 B
 DR3020  PID         -  DR3020
 DR3020  STATE/COUNTY-  WI/KEWAUNEE
 DR3020  COUNTRY     -  US
 DR3020  USGS QUAD   -  ALGOMA (2018)
 DR3020
 DR3020                         *CURRENT SURVEY CONTROL
 DR3020  ______________________________________________________________________
 DR3020* NAD 83(1986) POSITION- 44 36 21.12   (N) 087 25 55.45   (W)   HD_HELD1
 DR3020* NAVD 88 ORTHO HEIGHT -   178.223 (meters)      584.72  (feet) ADJUSTED
 DR3020  ______________________________________________________________________
 DR3020  GEOID HEIGHT    -        -36.507 (meters)                     GEOID18
 DR3020  DYNAMIC HEIGHT  -        178.202 (meters)      584.65  (feet) COMP
 DR3020  MODELED GRAVITY -    980,499.1   (mgal)                       NAVD 88
 DR3020
 DR3020  VERT ORDER      -  SECOND    CLASS I
 DR3020
 DR3020.The horizontal coordinates were determined by differentially corrected
 DR3020.hand held GPS observations or other comparable positioning techniques
 DR3020.and have an estimated accuracy of +/- 3 meters.
 DR3020
 DR3020.The orthometric height was determined by differential leveling and
 DR3020.adjusted by the NATIONAL GEODETIC SURVEY
 DR3020.in October 2019.
 DR3020
 DR3020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3020.GEOID18 height accuracy estimate available here.
 DR3020
 DR3020.Click photographs - Photos may exist for this station.
 DR3020
 DR3020.The dynamic height is computed by dividing the NAVD 88
 DR3020.geopotential number by the normal gravity value computed on the
 DR3020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3020.degrees latitude (g = 980.6199 gals.).
 DR3020
 DR3020.The modeled gravity was interpolated from observed gravity values.
 DR3020
 DR3020;                    North         East    Units  Estimated Accuracy
 DR3020;SPC WI C     -    89,065.2     803,812.7     MT  (+/- 3 meters HH1 GPS) 
 DR3020
 DR3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6571339259(NAD 83)
 DR3020
 DR3020                          SUPERSEDED SURVEY CONTROL
 DR3020
 DR3020.No superseded survey control is available for this station.
 DR3020
 DR3020_MARKER: DD = SURVEY DISK
 DR3020_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR3020_SP_SET: BREAK WATER
 DR3020_STAMPING: 77 B 1977
 DR3020_MARK LOGO: USACE
 DR3020_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3020+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2019
 DR3020
 DR3020  HISTORY     - Date     Condition        Report By
 DR3020  HISTORY     - 1977     MONUMENTED       USACE
 DR3020  HISTORY     - 20190730 GOOD             WIDT
 DR3020
 DR3020                          STATION DESCRIPTION
 DR3020
 DR3020'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3020'THE STATION IS LOCATED IN THE CITY OF ALGOMA, ABOUT 16 MI (25.7 KM)
 DR3020'SOUTH OF STURGEON BAY AND 11 MI (17.7 KM) NORTH OF KEWAUNEE.
 DR3020'
 DR3020'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (LAKE
 DR3020'STREET) WITH STATE HIGHWAY 54 (JEFFERSON STREET) IN THE CITY OF
 DR3020'ALGOMA, GO NORTH ON STATE HIGHWAY 42 (LAKE STREET) FOR 0.1 MI (0.2 KM)
 DR3020'TO COUNTY HIGHWAY S (LAKE STREET) ON THE RIGHT.  KEEP RIGHT AND
 DR3020'CONTINUE NORTHEASTERLY ALONG LAKE STREET FOR APPROXIMATELY 0.25 MI
 DR3020'(0.40 KM) TO THE ALGOMA COMMUNITY BUILDING ON THE LEFT AND ALGOMA
 DR3020'HARBOR ON THE RIGHT.
 DR3020'
 DR3020'THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS SURVEY DISK SET IN
 DR3020'THE SOUTH CONCRETE BREAKWATER WALL OF THE ALGOMA HARBOR, APPROXIMATELY
 DR3020'900 FT (274.3 M) SOUTHEAST OF THE ALGOMA HARBOR PARKING AREA.  THE
 DR3020'STATION IS LOCATED NEAR THE JUNCTION OF TWO SEGMENTS OF THE CONCRETE
 DR3020'BREAKWATER WALL.
 DR3020'
 DR3020'IT IS 2.4 M (7.9 FT) SOUTH OF AN INSIDE CORNER OF THE CONCRETE
 DR3020'BREAKWATER WALL AND 0.5 M (1.6 FT) NORTHWEST OF THE SOUTHEAST EDGE OF
 DR3020'THE CONCRETE BREAKWATER WALL.
 DR3020'
 DR3020'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3020'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3019 ***********************************************************************
 DR3019  DESIGNATION -  77 C
 DR3019  PID         -  DR3019
 DR3019  STATE/COUNTY-  WI/KEWAUNEE
 DR3019  COUNTRY     -  US
 DR3019  USGS QUAD   -  ALGOMA (2018)
 DR3019
 DR3019                         *CURRENT SURVEY CONTROL
 DR3019  ______________________________________________________________________
 DR3019* NAD 83(1986) POSITION- 44 36 22.22   (N) 087 26 03.21   (W)   HD_HELD1
 DR3019* NAVD 88 ORTHO HEIGHT -   178.235 (meters)      584.76  (feet) ADJUSTED
 DR3019  ______________________________________________________________________
 DR3019  GEOID HEIGHT    -        -36.506 (meters)                     GEOID18
 DR3019  DYNAMIC HEIGHT  -        178.215 (meters)      584.69  (feet) COMP
 DR3019  MODELED GRAVITY -    980,499.1   (mgal)                       NAVD 88
 DR3019
 DR3019  VERT ORDER      -  SECOND    CLASS I
 DR3019
 DR3019.The horizontal coordinates were determined by differentially corrected
 DR3019.hand held GPS observations or other comparable positioning techniques
 DR3019.and have an estimated accuracy of +/- 3 meters.
 DR3019
 DR3019.The orthometric height was determined by differential leveling and
 DR3019.adjusted by the NATIONAL GEODETIC SURVEY
 DR3019.in October 2019.
 DR3019
 DR3019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3019.GEOID18 height accuracy estimate available here.
 DR3019
 DR3019.Click photographs - Photos may exist for this station.
 DR3019
 DR3019.The dynamic height is computed by dividing the NAVD 88
 DR3019.geopotential number by the normal gravity value computed on the
 DR3019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3019.degrees latitude (g = 980.6199 gals.).
 DR3019
 DR3019.The modeled gravity was interpolated from observed gravity values.
 DR3019
 DR3019;                    North         East    Units  Estimated Accuracy
 DR3019;SPC WI C     -    89,093.8     803,640.6     MT  (+/- 3 meters HH1 GPS) 
 DR3019
 DR3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6554239294(NAD 83)
 DR3019
 DR3019                          SUPERSEDED SURVEY CONTROL
 DR3019
 DR3019.No superseded survey control is available for this station.
 DR3019
 DR3019_MARKER: DD = SURVEY DISK
 DR3019_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR3019_SP_SET: BREAK WATER
 DR3019_STAMPING: 77 C 1977
 DR3019_MARK LOGO: USACE
 DR3019_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3019+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2019
 DR3019
 DR3019  HISTORY     - Date     Condition        Report By
 DR3019  HISTORY     - 1977     MONUMENTED       USACE
 DR3019  HISTORY     - 20190730 GOOD             WIDT
 DR3019
 DR3019                          STATION DESCRIPTION
 DR3019
 DR3019'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3019'THE STATION IS LOCATED IN THE CITY OF ALGOMA, ABOUT 16 MI (25.7 KM)
 DR3019'SOUTH OF STURGEON BAY AND 11 MI (17.7 KM) NORTH OF KEWAUNEE.
 DR3019'
 DR3019'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (LAKE
 DR3019'STREET) WITH STATE HIGHWAY 54 (JEFFERSON STREET) IN THE CITY OF
 DR3019'ALGOMA, GO NORTH ON STATE HIGHWAY 42 (LAKE STREET) FOR 0.1 MI (0.2 KM)
 DR3019'TO COUNTY HIGHWAY S (LAKE STREET) ON THE RIGHT.  KEEP RIGHT AND
 DR3019'CONTINUE NORTHEASTERLY ALONG LAKE STREET FOR APPROXIMATELY 0.25 MI
 DR3019'(0.40 KM) TO THE ALGOMA COMMUNITY BUILDING ON THE LEFT AND ALGOMA
 DR3019'HARBOR ON THE RIGHT.
 DR3019'
 DR3019'THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS SURVEY DISK SET IN
 DR3019'THE SOUTH CONCRETE BREAKWATER WALL OF THE ALGOMA HARBOR, APPROXIMATELY
 DR3019'350 FT (106.7 M) SOUTHEAST OF THE ALGOMA HARBOR PARKING AREA.  THE
 DR3019'STATION IS LOCATED IN THE CENTER OF BREAKWATER WALL NEAR THE JUNCTION
 DR3019'OF TWO SEGMENTS OF THE CONCRETE BREAKWATER WALL.
 DR3019'
 DR3019'IT IS 2.3 M (7.5 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE
 DR3019'BREAKWATER WALL AND 2.3 M (7.5 FT) NORTHEAST OF THE SOUTHWEST EDGE OF
 DR3019'THE CONCRETE BREAKWATER WALL.
 DR3019'
 DR3019'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3019'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA8058 ***********************************************************************
 AA8058  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AA8058  DESIGNATION -  77 G
 AA8058  PID         -  AA8058
 AA8058  STATE/COUNTY-  WI/DOOR
 AA8058  COUNTRY     -  US
 AA8058  USGS QUAD   -  STURGEON BAY EAST (2018)
 AA8058
 AA8058                         *CURRENT SURVEY CONTROL
 AA8058  ______________________________________________________________________
 AA8058* NAD 83(2011) POSITION- 44 47 41.36890(N) 087 18 44.48357(W)   ADJUSTED
 AA8058* NAD 83(2011) ELLIP HT-   141.411 (meters)        (06/27/12)   ADJUSTED
 AA8058* NAD 83(2011) EPOCH   -  2010.00
 AA8058* NAVD 88 ORTHO HEIGHT -   178.190 (meters)      584.61  (feet) ADJUSTED
 AA8058  ______________________________________________________________________
 AA8058  GEOID HEIGHT    -        -36.774 (meters)                     GEOID18
 AA8058  NAD 83(2011) X  -    212,593.839 (meters)                     COMP
 AA8058  NAD 83(2011) Y  - -4,528,798.014 (meters)                     COMP
 AA8058  NAD 83(2011) Z  -  4,471,296.408 (meters)                     COMP
 AA8058  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 AA8058  DYNAMIC HEIGHT  -        178.172 (meters)      584.55  (feet) COMP
 AA8058  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 AA8058
 AA8058  VERT ORDER      -  SECOND    CLASS I
 AA8058
 AA8058  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8058  Standards:
 AA8058         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8058            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8058  -------------------------------------------------------------------
 AA8058  NETWORK    0.30   0.55           0.13   0.11   0.28     -0.00594112
 AA8058  -------------------------------------------------------------------
 AA8058  Click here for local accuracies and other accuracy information.
 AA8058
 AA8058.This is a reference station for the STURGEON BAY 1
 AA8058.National Continuously Operating Reference Station (STB1).
 AA8058
 AA8058.The horizontal coordinates were established by GPS observations
 AA8058.and adjusted by the National Geodetic Survey in June 2012.
 AA8058
 AA8058.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8058.been affixed to the stable North American tectonic plate. See 
 AA8058.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8058
 AA8058.The horizontal coordinates are valid at the epoch date displayed above
 AA8058.which is a decimal equivalence of Year/Month/Day.
 AA8058
 AA8058.The orthometric height was determined by differential leveling and
 AA8058.adjusted by the NATIONAL GEODETIC SURVEY
 AA8058.in July 2020.
 AA8058
 AA8058.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8058.GEOID18 height accuracy estimate available here.
 AA8058
 AA8058.This Water Level Mark is designated as VM 13225
 AA8058.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA8058
 AA8058.Click photographs - Photos may exist for this station.
 AA8058
 AA8058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8058
 AA8058.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8058
 AA8058.The ellipsoidal height was determined by GPS observations
 AA8058.and is referenced to NAD 83.
 AA8058
 AA8058.The dynamic height is computed by dividing the NAVD 88
 AA8058.geopotential number by the normal gravity value computed on the
 AA8058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8058.degrees latitude (g = 980.6199 gals.).
 AA8058
 AA8058.The modeled gravity was interpolated from observed gravity values.
 AA8058
 AA8058. The following values were computed from the NAD 83(2011) position.
 AA8058
 AA8058;                    North         East     Units Scale Factor Converg.
 AA8058;SPC WI C     -   110,358.200   812,615.897   MT  0.99994171   +1 53 46.8
 AA8058;SPC WI C     -   362,066.86  2,666,057.32   sFT  0.99994171   +1 53 46.8
 AA8058;UTM  16      - 4,960,205.885   475,293.822   MT  0.99960751   -0 13 12.3
 AA8058
 AA8058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8058!SPC WI C     -   0.99997783  x   0.99994171  =   0.99991954
 AA8058!UTM  16      -   0.99997783  x   0.99960751  =   0.99958535
 AA8058
 AA8058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7529360205(NAD 83)
 AA8058
 AA8058|---------------------------------------------------------------------|
 AA8058| PID    Reference Object                     Distance      Geod. Az  |
 AA8058|                                                           dddmmss.s |
 AA8058| AB6395 STURGEON BAY 1 CORS L1 PHASE CENTER 171.687 METERS 29459     |
 AA8058|---------------------------------------------------------------------|
 AA8058
 AA8058                          SUPERSEDED SURVEY CONTROL
 AA8058
 AA8058  NAD 83(2007)-  44 47 41.36895(N)    087 18 44.48451(W) AD(2002.00) 0
 AA8058  ELLIP H (02/10/07)  141.471  (m)                       GP(2002.00)    
 AA8058  NAD 83(1997)-  44 47 41.36917(N)    087 18 44.48469(W) AD(       ) A
 AA8058  ELLIP H (06/03/99)  141.458  (m)                       GP(       ) 4 2
 AA8058  NAD 83(1994)-  44 47 41.36850(N)    087 18 44.48426(W) AD(       ) A
 AA8058  ELLIP H (09/21/95)  141.520  (m)                       GP(       ) 2 1
 AA8058  NAVD 88 (07/23/97)  178.187  (m)          584.60   (f) SUPERSEDED  2 1
 AA8058  NAVD 88 (12/10/96)  177.9    (m)  UNKNOWN  model used  GPS OBS        
 AA8058
 AA8058.Superseded values are not recommended for survey control.
 AA8058
 AA8058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8058.See file dsdata.pdf to determine how the superseded data were derived.
 AA8058
 AA8058_MARKER: DD = SURVEY DISK
 AA8058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA8058_SP_SET: BREAKWALL
 AA8058_STAMPING: 77-G 1977
 AA8058_MARK LOGO: USACE
 AA8058_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA8058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8058+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2022
 AA8058
 AA8058  HISTORY     - Date     Condition        Report By
 AA8058  HISTORY     - 1977     MONUMENTED       USACE
 AA8058  HISTORY     - 19940801 GOOD             NGS
 AA8058  HISTORY     - 19940902 GOOD             NOS
 AA8058  HISTORY     - 19950801 GOOD             NOS
 AA8058  HISTORY     - 19960521 GOOD             NGS
 AA8058  HISTORY     - 20030811 GOOD             USPSQD
 AA8058  HISTORY     - 20050728 GOOD             WIDT
 AA8058  HISTORY     - 20081119 GOOD             WIDT
 AA8058  HISTORY     - 20110627 GOOD             GEOCAC
 AA8058  HISTORY     - 20140801 GOOD             WIDT
 AA8058  HISTORY     - 20150815 GOOD             NOS
 AA8058  HISTORY     - 20180725 GOOD             CO-OPS
 AA8058  HISTORY     - 20220827 GOOD             CO-OPS
 AA8058
 AA8058                          STATION DESCRIPTION
 AA8058
 AA8058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8058'THE STATION IS LOCATED ABOUT 45 MI (72.4 KM) NORTHEAST OF GREEN BAY,
 AA8058'10 MI (16.1 KM) NORTHWEST OF MAPLEWOOD, 3 MI (4.8 KM) SOUTHEAST OF
 AA8058'STURGEON BAY, AT THE U.S. COAST GUARD STATION.  OWNERSHIP--U.S.
 AA8058'GOVERNMENT, U.S. COAST GUARD, BMC TIM WELLER, PHONE 414-743-3366,
 AA8058'743-3367.
 AA8058'
 AA8058'TO REACH THE STATION FROM THE CENTER OF THE HIGHWAY 57, 42 BRIDGE OVER
 AA8058'STURGEON BAY CANAL, GO NORTH FOR 0.6 MI (1.0 KM) TO A SIDE ROAD RIGHT,
 AA8058'UTAH RD.  TURN RIGHT AND GO EAST FOR 0.3 MI (0.5 KM) TO A FORK.  BEAR
 AA8058'RIGHT AND GO 0.3 MI (0.5 KM) ON COVE RD TO A SIDE ROAD ON LEFT, CANAL
 AA8058'RD.  TURN LEFT AND GO SOUTHERLY FOR 2.7 MI (4.3 KM) TO THE COAST GUARD
 AA8058'STATION AND THE STATION ON LEFT.
 AA8058'
 AA8058'THE STATION IS A DISK SET INTO A DRILL HOLE IN THE TOP OF A SEAWALL.
 AA8058'LOCATED 48.0 FT (14.6 M) EAST FROM THE APPROXIMATE CENTER OF ROAD,
 AA8058'29.0 FT (8.8 M) NORTH FROM A STAIRWELL, 25.0 FT (7.6 M) SOUTHEAST FROM
 AA8058'A TELEPHONE JUNCTION BOX, 20.0 FT (6.1 M) NORTH-NORTHEAST FROM A
 AA8058'WARNING SIGN AND 3.0 FT (0.9 M) WEST-NORTHWEST FROM THE EDGE OF A
 AA8058'SEAWALL.
 AA8058
 AA8058                          STATION RECOVERY (1994)
 AA8058
 AA8058'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AA8058'AT THE SOUTHEAST END OF STURGEON BAY CANAL, DOOR COUNTY, WISCONSIN, AT
 AA8058'THE U.S.  COAST GUARD STATION, AT THE SHORE END OF A CONCRETE
 AA8058'BREAKWALL SUPPORTING WALKWAY TO LIGHTHOUSE, 139 FEET (42.4 M) EAST OF
 AA8058'LIGHT POLE, 24.5 FEET (7.5 M) SOUTHEAST OF THE SHORE END OF BREAKWALL,
 AA8058'20.5 FEET (6.2 M) NORHTWEST OF THE FIRST A-FRAME WALKWAY SUPPORT, 12.2
 AA8058'FEET (3.7 M) NORTHEAST OF THE SOUTHWEST FACE AND 2.9 FEET (0.9 M)
 AA8058'SOUTHWEST OF THE NORTHEAST FACE OF THE BREAKWALL, BEING THE HIGHTEST
 AA8058'POINT ON A BRASS DISC SET FLUSH IN THE TOP OF A CONCRETE BREAKWALL.
 AA8058
 AA8058                          STATION RECOVERY (1995)
 AA8058
 AA8058'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AA8058'RECOVERED AS DESCRIBED.
 AA8058
 AA8058                          STATION RECOVERY (1996)
 AA8058
 AA8058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAS)
 AA8058'RECOVERED AS DESCRIBED.
 AA8058
 AA8058                          STATION RECOVERY (2003)
 AA8058
 AA8058'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AA8058'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS ABOUT 39
 AA8058'FEET (NOT 20.5 FT) NORTHWEST OF THE FIRST A-FRAME WALKWAY SUPPORT.
 AA8058
 AA8058                          STATION RECOVERY (2005)
 AA8058
 AA8058'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 AA8058'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AA8058
 AA8058                          STATION RECOVERY (2008)
 AA8058
 AA8058'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 AA8058'RECOVERED AS DESCRIBED.
 AA8058
 AA8058                          STATION RECOVERY (2011)
 AA8058
 AA8058'RECOVERY NOTE BY GEOCACHING 2011 (SVT)
 AA8058'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 AA8058
 AA8058                          STATION RECOVERY (2014)
 AA8058
 AA8058'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 AA8058'RECOVERED AS DESCRIBED.
 AA8058
 AA8058                          STATION RECOVERY (2015)
 AA8058
 AA8058'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (SPT)
 AA8058'RECOVERED AS DESCRIBED.
 AA8058
 AA8058                          STATION RECOVERY (2018)
 AA8058
 AA8058'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (ANS)
 AA8058'RECOVERED AS DESCRIBED.
 AA8058
 AA8058                          STATION RECOVERY (2022)
 AA8058
 AA8058'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 AA8058'BENCH MARK IS LOCATED ON THE US COAST GUARD STATION PROPERTY IN
 AA8058'STURGEON BAY WI.  THE ADDRESS OF BASE IS 2500 CANAL ROAD STURGEON BAY,
 AA8058'WI 54235.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3023 ***********************************************************************
 DR3023  DESIGNATION -  77 H
 DR3023  PID         -  DR3023
 DR3023  STATE/COUNTY-  WI/KEWAUNEE
 DR3023  COUNTRY     -  US
 DR3023  USGS QUAD   -  ALGOMA (2018)
 DR3023
 DR3023                         *CURRENT SURVEY CONTROL
 DR3023  ______________________________________________________________________
 DR3023* NAD 83(1986) POSITION- 44 36 27.60   (N) 087 25 51.57   (W)   HD_HELD1
 DR3023* NAVD 88 ORTHO HEIGHT -   178.188 (meters)      584.61  (feet) ADJUSTED
 DR3023  ______________________________________________________________________
 DR3023  GEOID HEIGHT    -        -36.510 (meters)                     GEOID18
 DR3023  DYNAMIC HEIGHT  -        178.168 (meters)      584.54  (feet) COMP
 DR3023  MODELED GRAVITY -    980,499.1   (mgal)                       NAVD 88
 DR3023
 DR3023  VERT ORDER      -  SECOND    CLASS I
 DR3023
 DR3023.The horizontal coordinates were determined by differentially corrected
 DR3023.hand held GPS observations or other comparable positioning techniques
 DR3023.and have an estimated accuracy of +/- 3 meters.
 DR3023
 DR3023.The orthometric height was determined by differential leveling and
 DR3023.adjusted by the NATIONAL GEODETIC SURVEY
 DR3023.in October 2019.
 DR3023
 DR3023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3023.GEOID18 height accuracy estimate available here.
 DR3023
 DR3023.Click photographs - Photos may exist for this station.
 DR3023
 DR3023.The dynamic height is computed by dividing the NAVD 88
 DR3023.geopotential number by the normal gravity value computed on the
 DR3023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3023.degrees latitude (g = 980.6199 gals.).
 DR3023
 DR3023.The modeled gravity was interpolated from observed gravity values.
 DR3023
 DR3023;                    North         East    Units  Estimated Accuracy
 DR3023;SPC WI C     -    89,267.9     803,891.9     MT  (+/- 3 meters HH1 GPS) 
 DR3023
 DR3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6580039458(NAD 83)
 DR3023
 DR3023                          SUPERSEDED SURVEY CONTROL
 DR3023
 DR3023.No superseded survey control is available for this station.
 DR3023
 DR3023_MARKER: DD = SURVEY DISK
 DR3023_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR3023_SP_SET: BREAK WATER
 DR3023_STAMPING: 77 H 1977
 DR3023_MARK LOGO: USACE
 DR3023_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3023+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2019
 DR3023
 DR3023  HISTORY     - Date     Condition        Report By
 DR3023  HISTORY     - 1977     MONUMENTED       USACE
 DR3023  HISTORY     - 20190730 GOOD             WIDT
 DR3023
 DR3023                          STATION DESCRIPTION
 DR3023
 DR3023'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3023'THE STATION IS LOCATED IN THE CITY OF ALGOMA, ABOUT 16 MI (25.7 KM)
 DR3023'SOUTH OF STURGEON BAY AND 11 MI (17.7 KM) NORTH OF KEWAUNEE.
 DR3023'
 DR3023'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (LAKE
 DR3023'STREET) WITH STATE HIGHWAY 54 (JEFFERSON STREET) IN THE CITY OF
 DR3023'ALGOMA, GO NORTH ON STATE HIGHWAY 42 (LAKE STREET) FOR 0.1 MI (0.2 KM)
 DR3023'TO COUNTY HIGHWAY S (LAKE STREET) ON THE RIGHT.  KEEP RIGHT AND
 DR3023'CONTINUE NORTHEASTERLY ALONG LAKE STREET FOR APPROXIMATELY 0.2 MI (0.3
 DR3023'KM) TO SECOND STREET ON THE LEFT, TURN LEFT AND CONTINUE NORTH ON
 DR3023'COUNTY HIGHWAY S (SECOND STREET) FOR 0.3 MI (0.5 KM) TO WATER STREET,
 DR3023'TURN RIGHT AND CONTINUE EAST ON COUNTY HIGHWAY S (WATER STREET) FOR
 DR3023'0.05 MI (0.08 KM) TO CHURCH STREET.  TURN RIGHT AND GO SOUTH ON CHURCH
 DR3023'STREET FOR 0.05 MI (0.08 KM) TO MICHIGAN STREET ON THE LEFT, TURN LEFT
 DR3023'AND GO EAST ON MICHIGAN STREET FOR 0.05 MI (0.08 KM) TO AN ENTRY DRIVE
 DR3023'FOR A RECREATIONAL VEHICLE PARK -SUNRISE COVE MARINA AND CAMPGROUND-
 DR3023'ON THE RIGHT, TURN RIGHT AND CONTINUE SOUTH APPROXIMATELY 400 FT
 DR3023'(121.9 M) TO THE NORTH CONCRETE BREAKWATER WALL OF THE ALGOMA HARBOR.
 DR3023'
 DR3023'THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS SURVEY DISK SET IN
 DR3023'THE NORTH CONCRETE BREAKWATER WALL OF THE ALGOMA HARBOR, APPROXIMATELY
 DR3023'610 FT (185.9 M) SOUTHEAST OF THE CORPS OF ENGINEERS ALGOMA HARBOR
 DR3023'NAVIGATION PROJECT SIGN.  THE STATION IS LOCATED NEAR THE JUNCTION OF
 DR3023'TWO SEGMENTS OF THE CONCRETE BREAKWATER WALL, 4.7 M (15.4 FT)
 DR3023'NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE BREAKWATER WALL, AND
 DR3023'1.0 M (3.3 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE
 DR3023'BREAKWATER WALL.
 DR3023'
 DR3023'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3023'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0216 ***********************************************************************
 PN0216  DESIGNATION -  771
 PN0216  PID         -  PN0216
 PN0216  STATE/COUNTY-  WI/WINNEBAGO
 PN0216  COUNTRY     -  US
 PN0216  USGS QUAD   -  OSHKOSH (2018)
 PN0216
 PN0216                         *CURRENT SURVEY CONTROL
 PN0216  ______________________________________________________________________
 PN0216* NAD 83(1986) POSITION- 44 05 32.5    (N) 088 30 59.0    (W)   HD_HELD2
 PN0216* NAVD 88 ORTHO HEIGHT -   234.865 (meters)      770.55  (feet) ADJUSTED
 PN0216  ______________________________________________________________________
 PN0216  GEOID HEIGHT    -        -36.341 (meters)                     GEOID18
 PN0216  DYNAMIC HEIGHT  -        234.822 (meters)      770.41  (feet) COMP
 PN0216  MODELED GRAVITY -    980,427.8   (mgal)                       NAVD 88
 PN0216
 PN0216  VERT ORDER      -  FIRST     CLASS 0
 PN0216
 PN0216.The horizontal coordinates were established by autonomous hand held GPS
 PN0216.observations and have an estimated accuracy of +/- 10 meters.
 PN0216
 PN0216.The orthometric height was determined by differential leveling and
 PN0216.adjusted by the NATIONAL GEODETIC SURVEY
 PN0216.in June 1991.
 PN0216
 PN0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0216.GEOID18 height accuracy estimate available here.
 PN0216
 PN0216.Click photographs - Photos may exist for this station.
 PN0216
 PN0216.The dynamic height is computed by dividing the NAVD 88
 PN0216.geopotential number by the normal gravity value computed on the
 PN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0216.degrees latitude (g = 980.6199 gals.).
 PN0216
 PN0216.The modeled gravity was interpolated from observed gravity values.
 PN0216
 PN0216;                    North         East    Units  Estimated Accuracy
 PN0216;SPC WI S     -   233,506.      718,804.      MT  (+/- 10 meters HH2 GPS)
 PN0216
 PN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7861383249(NAD 83)
 PN0216
 PN0216                          SUPERSEDED SURVEY CONTROL
 PN0216
 PN0216.No superseded survey control is available for this station.
 PN0216
 PN0216_MARKER: DB = BENCH MARK DISK
 PN0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0216_SP_SET: BRIDGE
 PN0216_STAMPING: 771 1908
 PN0216_MARK LOGO: USGS
 PN0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0216+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2010
 PN0216
 PN0216  HISTORY     - Date     Condition        Report By
 PN0216  HISTORY     - 1908     MONUMENTED       USGS
 PN0216  HISTORY     - 1934     GOOD             CGS
 PN0216  HISTORY     - 1974     GOOD             NOS
 PN0216  HISTORY     - 1989     GOOD             USPSQD
 PN0216  HISTORY     - 19940528 GOOD             USPSQD
 PN0216  HISTORY     - 20010331 GOOD             NGS
 PN0216  HISTORY     - 20040425 MARK NOT FOUND   JCLS
 PN0216  HISTORY     - 20100530 GOOD             GEOCAC
 PN0216
 PN0216                          STATION DESCRIPTION
 PN0216
 PN0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0216'1 MI N FROM WINNEBAGO.
 PN0216'ABOUT 1 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PN0216'FROM WINNEBAGO, WINNEBAGO COUNTY, IN THE NORTHERN PART OF SEC.
 PN0216'30, T 19 N, R 17 E, AT THE NORTHWEST CORNER OF BRIDGE 352, AND
 PN0216'0.7 FOOT FROM THE NORTHWEST CORNER OF THE ABUTMENT.  A UNITED
 PN0216'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 771 1908.
 PN0216
 PN0216                          STATION RECOVERY (1974)
 PN0216
 PN0216'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0216'2.3 MILES NORTH ALONG COUNTY ROAD A (NORTH SHORE DRIVE) FROM THE
 PN0216'INTERSECTION OF A ROAD LEADING TO COUNTY HOSPITAL (BUTLER ROAD) IN
 PN0216'WINNEBAGO, THENCE 0.7 MILE WEST ALONG INDIAN POINT ROAD TO THE
 PN0216'INTERSECTION WITH SHERMAN ROAD, THENCE 0.4 MILE SOUTH ALONG SHERMAN
 PN0216'ROAD, EAST OF THE MOST EASTERLY RAIL OF THE CHICAGO AND NORTH
 PN0216'WESTERN RAILWAY, SET IN THE NORTHWEST END OF BRIDGE NO. 352, 0.7 FT.
 PN0216'SOUTHEAST OF NORTHWEST CORNER OF ABUTMENT.
 PN0216
 PN0216                          STATION RECOVERY (1989)
 PN0216
 PN0216'RECOVERY NOTE BY US POWER SQUADRON 1989 (EC)
 PN0216'RECOVERED IN GOOD CONDITION.
 PN0216
 PN0216                          STATION RECOVERY (1994)
 PN0216
 PN0216'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0216'RECOVERED IN GOOD CONDITION.
 PN0216
 PN0216                          STATION RECOVERY (2001)
 PN0216
 PN0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0216'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0216
 PN0216                          STATION RECOVERY (2004)
 PN0216
 PN0216'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 PN0216'MARK NOT FOUND.
 PN0216
 PN0216                          STATION RECOVERY (2010)
 PN0216
 PN0216'RECOVERY NOTE BY GEOCACHING 2010 (JTS)
 PN0216'WARNING, THERE IS A DANGEROUS SINKHOLE NEAR THE MARKER ON THE TOP OF
 PN0216'THE BRIDGE, EAST SIDE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0179 ***********************************************************************
 RM0179  DESIGNATION -  772.16
 RM0179  PID         -  RM0179
 RM0179  STATE/COUNTY-  WI/ASHLAND
 RM0179  COUNTRY     -  US
 RM0179  USGS QUAD   -  MARENGO (2018)
 RM0179
 RM0179                         *CURRENT SURVEY CONTROL
 RM0179  ______________________________________________________________________
 RM0179* NAD 83(1986) POSITION- 46 25 37.     (N) 090 48 56.     (W)   SCALED
 RM0179* NAVD 88 ORTHO HEIGHT -   235.127 (meters)      771.41  (feet) ADJUSTED
 RM0179  ______________________________________________________________________
 RM0179  GEOID HEIGHT    -        -31.046 (meters)                     GEOID18
 RM0179  DYNAMIC HEIGHT  -        235.132 (meters)      771.43  (feet) COMP
 RM0179  MODELED GRAVITY -    980,634.5   (mgal)                       NAVD 88
 RM0179
 RM0179  VERT ORDER      -  SECOND    CLASS 0
 RM0179
 RM0179.The horizontal coordinates were scaled from a map and have
 RM0179.an estimated accuracy of +/- 6 seconds.
 RM0179
 RM0179.The orthometric height was determined by differential leveling and
 RM0179.adjusted by the NATIONAL GEODETIC SURVEY
 RM0179.in June 1991.
 RM0179
 RM0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0179.GEOID18 height accuracy estimate available here.
 RM0179
 RM0179.Click photographs - Photos may exist for this station.
 RM0179
 RM0179.The dynamic height is computed by dividing the NAVD 88
 RM0179.geopotential number by the normal gravity value computed on the
 RM0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0179.degrees latitude (g = 980.6199 gals.).
 RM0179
 RM0179.The modeled gravity was interpolated from observed gravity values.
 RM0179
 RM0179;                    North         East    Units  Estimated Accuracy
 RM0179;SPC WI N     -   140,400.      537,320.      MT  (+/- 180 meters Scaled)
 RM0179
 RM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM678438(NAD 83)
 RM0179
 RM0179                          SUPERSEDED SURVEY CONTROL
 RM0179
 RM0179  NGVD 29 (??/??/92)  235.140  (m)          771.46   (f) ADJ UNCH    2 0
 RM0179
 RM0179.Superseded values are not recommended for survey control.
 RM0179
 RM0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0179.See file dsdata.pdf to determine how the superseded data were derived.
 RM0179
 RM0179_MARKER: Q = CHISELED SQUARE
 RM0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0179_SP_SET: ABUTMENT
 RM0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0179
 RM0179  HISTORY     - Date     Condition        Report By
 RM0179  HISTORY     - UNK      MONUMENTED       USGS
 RM0179  HISTORY     - 1934     GOOD             CGS
 RM0179  HISTORY     - 20080811 MARK NOT FOUND   GEOCAC
 RM0179
 RM0179                          STATION DESCRIPTION
 RM0179
 RM0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0179'0.2 MI N FROM MARENGO.
 RM0179'0.2 MILE NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0179'MARIE RAILWAY FROM MARENGO, ASHLAND COUNTY, AT BRIDGE A 422
 RM0179'A OVER MARENGO RIVER, AND ON THE TOP OF THE EAST END OF THE
 RM0179'PARAPET WALL OF THE NORTH CONCRETE ABUTMENT.  A CHISELED SQUARE.
 RM0179
 RM0179                          STATION RECOVERY (2008)
 RM0179
 RM0179'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 RM0179'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0720 ***********************************************************************
 NH0720  DESIGNATION -  776
 NH0720  PID         -  NH0720
 NH0720  STATE/COUNTY-  WI/GREEN
 NH0720  COUNTRY     -  US
 NH0720  USGS QUAD   -  BROWNTOWN (2018)
 NH0720
 NH0720                         *CURRENT SURVEY CONTROL
 NH0720  ______________________________________________________________________
 NH0720* NAD 83(1986) POSITION- 42 30 32.     (N) 089 48 00.     (W)   SCALED
 NH0720* NAVD 88 ORTHO HEIGHT -   236.855 (meters)      777.08  (feet) ADJUSTED
 NH0720  ______________________________________________________________________
 NH0720  GEOID HEIGHT    -        -33.515 (meters)                     GEOID18
 NH0720  DYNAMIC HEIGHT  -        236.780 (meters)      776.84  (feet) COMP
 NH0720  MODELED GRAVITY -    980,297.3   (mgal)                       NAVD 88
 NH0720
 NH0720  VERT ORDER      -  FIRST     CLASS II
 NH0720
 NH0720.The horizontal coordinates were scaled from a map and have
 NH0720.an estimated accuracy of +/- 6 seconds.
 NH0720
 NH0720.The orthometric height was determined by differential leveling and
 NH0720.adjusted by the NATIONAL GEODETIC SURVEY
 NH0720.in June 1991.
 NH0720
 NH0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0720.GEOID18 height accuracy estimate available here.
 NH0720
 NH0720.Click photographs - Photos may exist for this station.
 NH0720
 NH0720.The dynamic height is computed by dividing the NAVD 88
 NH0720.geopotential number by the normal gravity value computed on the
 NH0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0720.degrees latitude (g = 980.6199 gals.).
 NH0720
 NH0720.The modeled gravity was interpolated from observed gravity values.
 NH0720
 NH0720;                    North         East    Units  Estimated Accuracy
 NH0720;SPC WI S     -    56,550.      616,440.      MT  (+/- 180 meters Scaled)
 NH0720
 NH0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN699100(NAD 83)
 NH0720
 NH0720                          SUPERSEDED SURVEY CONTROL
 NH0720
 NH0720  NGVD 29 (??/??/92)  236.960  (m)          777.43   (f) ADJ UNCH    1 2
 NH0720
 NH0720.Superseded values are not recommended for survey control.
 NH0720
 NH0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0720.See file dsdata.pdf to determine how the superseded data were derived.
 NH0720
 NH0720_MARKER: P = PIPE CAP
 NH0720_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0720_STAMPING: 778 WIS 1919
 NH0720_MARK LOGO: USGS
 NH0720_MAGNETIC: P = MARKER IS A STEEL PIPE
 NH0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0720
 NH0720  HISTORY     - Date     Condition        Report By
 NH0720  HISTORY     - 1919     MONUMENTED       USGS
 NH0720  HISTORY     - 1920     GOOD             CGS
 NH0720  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0720
 NH0720                          STATION DESCRIPTION
 NH0720
 NH0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0720'AT MARTINTOWN.
 NH0720'AT MARTINTOWN, GREEN COUNTY, 50 YDS SE OF THE SITE OF THE
 NH0720'ILLINOIS CENTRAL RR STATION, AT THE SE SIDE OF MAIN STREET, 8
 NH0720'IN SE OF THE SE EDGE OF THE SIDEWALK, AND 63 FT NE OF THE
 NH0720'CENTER LINE OF THE ROADBED.  A USGS STANDARD CAP, STAMPED 778
 NH0720'WIS 1919 AND RIVETED ON THE TOP OF A 3-1/2-IN IRON PIPE.
 NH0720
 NH0720                          STATION RECOVERY (2001)
 NH0720
 NH0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0720'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0176 ***********************************************************************
 RM0176  DESIGNATION -  779.06
 RM0176  PID         -  RM0176
 RM0176  STATE/COUNTY-  WI/ASHLAND
 RM0176  COUNTRY     -  US
 RM0176  USGS QUAD   -  MARENGO (2018)
 RM0176
 RM0176                         *CURRENT SURVEY CONTROL
 RM0176  ______________________________________________________________________
 RM0176* NAD 83(1986) POSITION- 46 24 58.     (N) 090 48 29.     (W)   SCALED
 RM0176* NAVD 88 ORTHO HEIGHT -   237.24  (+/-2cm)      778.3   (feet) VERTCON3
 RM0176  ______________________________________________________________________
 RM0176  GEOID HEIGHT    -        -30.996 (meters)                     GEOID18
 RM0176  VERT ORDER      -  ? (See Below)
 RM0176
 RM0176.The horizontal coordinates were scaled from a map and have
 RM0176.an estimated accuracy of +/- 6 seconds.
 RM0176
 RM0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0176
 RM0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0176.GEOID18 height accuracy estimate available here.
 RM0176
 RM0176.The vertical order pertains to the NGVD 29 superseded value.
 RM0176
 RM0176.Click photographs - Photos may exist for this station.
 RM0176
 RM0176;                    North         East    Units  Estimated Accuracy
 RM0176;SPC WI N     -   139,190.      537,880.      MT  (+/- 180 meters Scaled)
 RM0176
 RM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM684426(NAD 83)
 RM0176
 RM0176                          SUPERSEDED SURVEY CONTROL
 RM0176
 RM0176  NGVD 29 (??/??/92)  237.258  (m)          778.40   (f) ADJ UNCH       
 RM0176
 RM0176.Superseded values are not recommended for survey control.
 RM0176
 RM0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0176.See file dsdata.pdf to determine how the superseded data were derived.
 RM0176
 RM0176_MARKER: Q = CHISELED SQUARE
 RM0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0176_SP_SET: ABUTMENT
 RM0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0176
 RM0176  HISTORY     - Date     Condition        Report By
 RM0176  HISTORY     - UNK      MONUMENTED       USGS
 RM0176  HISTORY     - 1934     GOOD             CGS
 RM0176  HISTORY     - 20080811 MARK NOT FOUND   GEOCAC
 RM0176
 RM0176                          STATION DESCRIPTION
 RM0176
 RM0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0176'0.7 MI S FROM MARENGO.
 RM0176'0.7 MILE SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0176'MARIE RAILWAY FROM MARENGO, ASHLAND COUNTY, AT BRIDGE A 421
 RM0176'A OVER BROWNS VILLA RIVER, AND ON THE TOP OF THE NORTH END OF
 RM0176'THE PARAPET WALL OF THE EAST CONCRETE ABUTMENT.  A CHISELED
 RM0176'SQUARE.
 RM0176
 RM0176                          STATION RECOVERY (2008)
 RM0176
 RM0176'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 RM0176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0724 ***********************************************************************
 NH0724  DESIGNATION -  780
 NH0724  PID         -  NH0724
 NH0724  STATE/COUNTY-  WI/GREEN
 NH0724  COUNTRY     -  US
 NH0724  USGS QUAD   -  BROWNTOWN (2018)
 NH0724
 NH0724                         *CURRENT SURVEY CONTROL
 NH0724  ______________________________________________________________________
 NH0724* NAD 83(1986) POSITION- 42 35 14.     (N) 089 49 34.     (W)   SCALED
 NH0724* NAVD 88 ORTHO HEIGHT -   237.558 (meters)      779.39  (feet) ADJUSTED
 NH0724  ______________________________________________________________________
 NH0724  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 NH0724  DYNAMIC HEIGHT  -        237.483 (meters)      779.14  (feet) COMP
 NH0724  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 NH0724
 NH0724  VERT ORDER      -  FIRST     CLASS II
 NH0724
 NH0724.The horizontal coordinates were scaled from a map and have
 NH0724.an estimated accuracy of +/- 6 seconds.
 NH0724
 NH0724.The orthometric height was determined by differential leveling and
 NH0724.adjusted by the NATIONAL GEODETIC SURVEY
 NH0724.in June 1991.
 NH0724
 NH0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0724.GEOID18 height accuracy estimate available here.
 NH0724
 NH0724.Click photographs - Photos may exist for this station.
 NH0724
 NH0724.The dynamic height is computed by dividing the NAVD 88
 NH0724.geopotential number by the normal gravity value computed on the
 NH0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0724.degrees latitude (g = 980.6199 gals.).
 NH0724
 NH0724.The modeled gravity was interpolated from observed gravity values.
 NH0724
 NH0724;                    North         East    Units  Estimated Accuracy
 NH0724;SPC WI S     -    65,250.      614,270.      MT  (+/- 180 meters Scaled)
 NH0724
 NH0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN681188(NAD 83)
 NH0724
 NH0724                          SUPERSEDED SURVEY CONTROL
 NH0724
 NH0724  NGVD 29 (??/??/92)  237.646  (m)          779.68   (f) ADJ UNCH    1 2
 NH0724
 NH0724.Superseded values are not recommended for survey control.
 NH0724
 NH0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0724.See file dsdata.pdf to determine how the superseded data were derived.
 NH0724
 NH0724_MARKER: DR = REFERENCE MARK DISK
 NH0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0724_STAMPING: 780
 NH0724_MARK LOGO: USGS
 NH0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0724+STABILITY: SURFACE MOTION
 NH0724
 NH0724  HISTORY     - Date     Condition        Report By
 NH0724  HISTORY     - UNK      MONUMENTED       USGS
 NH0724  HISTORY     - 1920     GOOD             CGS
 NH0724  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0724
 NH0724                          STATION DESCRIPTION
 NH0724
 NH0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0724'AT DILL.
 NH0724'AT DILL, GREEN COUNTY, ON THE ABANDONED ILLINOIS CENTRAL RR,
 NH0724'750 FT S OF THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0724'AND PACIFIC RR, ON THE SE BANK OF PECATONICA RIVER, AND 40 FT
 NH0724'NE OF THE CENTER LINE OF THE ROADBED.  A UNITED STATES GEOLOGICAL
 NH0724'SURVEY STANDARD GAGING-STATION REFERENCE-MARK DISK, STAMPED
 NH0724'780 AND SET IN THE TOP OF A CONCRETE POST.
 NH0724
 NH0724                          STATION RECOVERY (2001)
 NH0724
 NH0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0724'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0042 ***********************************************************************
 OM0042  DESIGNATION -  783
 OM0042  PID         -  OM0042
 OM0042  STATE/COUNTY-  WI/FOND DU LAC
 OM0042  COUNTRY     -  US
 OM0042  USGS QUAD   -  FOND DU LAC (2018)
 OM0042
 OM0042                         *CURRENT SURVEY CONTROL
 OM0042  ______________________________________________________________________
 OM0042* NAD 83(1986) POSITION- 43 50 59.26   (N) 088 29 23.48   (W)   HD_HELD1
 OM0042* NAVD 88 ORTHO HEIGHT -   238.341 (meters)      781.96  (feet) ADJUSTED
 OM0042  ______________________________________________________________________
 OM0042  GEOID HEIGHT    -        -35.984 (meters)                     GEOID18
 OM0042  DYNAMIC HEIGHT  -        238.292 (meters)      781.80  (feet) COMP
 OM0042  MODELED GRAVITY -    980,406.6   (mgal)                       NAVD 88
 OM0042
 OM0042  VERT ORDER      -  FIRST     CLASS II
 OM0042
 OM0042.The horizontal coordinates were determined by differentially corrected
 OM0042.hand held GPS observations or other comparable positioning techniques
 OM0042.and have an estimated accuracy of +/- 3 meters.
 OM0042
 OM0042.The orthometric height was determined by differential leveling and
 OM0042.adjusted by the NATIONAL GEODETIC SURVEY
 OM0042.in June 1991.
 OM0042
 OM0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0042.GEOID18 height accuracy estimate available here.
 OM0042
 OM0042.Click photographs - Photos may exist for this station.
 OM0042
 OM0042.The dynamic height is computed by dividing the NAVD 88
 OM0042.geopotential number by the normal gravity value computed on the
 OM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0042.degrees latitude (g = 980.6199 gals.).
 OM0042
 OM0042.The modeled gravity was interpolated from observed gravity values.
 OM0042
 OM0042;                    North         East    Units  Estimated Accuracy
 OM0042;SPC WI S     -   206,597.5     721,417.0     MT  (+/- 3 meters HH1 GPS) 
 OM0042
 OM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8025056268(NAD 83)
 OM0042
 OM0042                          SUPERSEDED SURVEY CONTROL
 OM0042
 OM0042  NGVD 29 (??/??/92)  238.371  (m)          782.06   (f) ADJ UNCH    1 2
 OM0042
 OM0042.Superseded values are not recommended for survey control.
 OM0042
 OM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0042.See file dsdata.pdf to determine how the superseded data were derived.
 OM0042
 OM0042_MARKER: P = PIPE CAP
 OM0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0042_STAMPING: 783 1908
 OM0042_MARK LOGO: USGS
 OM0042_MAGNETIC: P = MARKER IS A STEEL PIPE
 OM0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0042
 OM0042  HISTORY     - Date     Condition        Report By
 OM0042  HISTORY     - 1908     MONUMENTED       USGS
 OM0042  HISTORY     - 1934     GOOD             CGS
 OM0042  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 OM0042
 OM0042                          STATION DESCRIPTION
 OM0042
 OM0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0042'2.5 MI S FROM VAN DYNE.
 OM0042'2.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OM0042'THE STATION AT VAN DYNE, FOND DU LAC COUNTY, NEAR THE SOUTH LINE
 OM0042'OF SEC. 17, T 16 N, R 17 E, ABOUT 150 FEET EAST OF THE TRACK,
 OM0042'NORTH OF A HIGHWAY, AND 2.2 FEET SOUTH OF A FENCE.  A UNITED
 OM0042'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 783 1908 AND
 OM0042'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 OM0042
 OM0042                          STATION RECOVERY (1982)
 OM0042
 OM0042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 OM0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0181 ***********************************************************************
 RM0181  DESIGNATION -  785
 RM0181  PID         -  RM0181
 RM0181  STATE/COUNTY-  WI/ASHLAND
 RM0181  COUNTRY     -  US
 RM0181  USGS QUAD   -  MARENGO (2018)
 RM0181
 RM0181                         *CURRENT SURVEY CONTROL
 RM0181  ______________________________________________________________________
 RM0181* NAD 83(1986) POSITION- 46 27 49.     (N) 090 49 37.     (W)   SCALED
 RM0181* NAVD 88 ORTHO HEIGHT -   239.074 (meters)      784.36  (feet) ADJUSTED
 RM0181  ______________________________________________________________________
 RM0181  GEOID HEIGHT    -        -31.212 (meters)                     GEOID18
 RM0181  DYNAMIC HEIGHT  -        239.080 (meters)      784.38  (feet) COMP
 RM0181  MODELED GRAVITY -    980,636.2   (mgal)                       NAVD 88
 RM0181
 RM0181  VERT ORDER      -  SECOND    CLASS 0
 RM0181
 RM0181.The horizontal coordinates were scaled from a map and have
 RM0181.an estimated accuracy of +/- 6 seconds.
 RM0181
 RM0181.The orthometric height was determined by differential leveling and
 RM0181.adjusted by the NATIONAL GEODETIC SURVEY
 RM0181.in June 1991.
 RM0181
 RM0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0181.GEOID18 height accuracy estimate available here.
 RM0181
 RM0181.Click photographs - Photos may exist for this station.
 RM0181
 RM0181.The dynamic height is computed by dividing the NAVD 88
 RM0181.geopotential number by the normal gravity value computed on the
 RM0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0181.degrees latitude (g = 980.6199 gals.).
 RM0181
 RM0181.The modeled gravity was interpolated from observed gravity values.
 RM0181
 RM0181;                    North         East    Units  Estimated Accuracy
 RM0181;SPC WI N     -   144,480.      536,480.      MT  (+/- 180 meters Scaled)
 RM0181
 RM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM668478(NAD 83)
 RM0181
 RM0181                          SUPERSEDED SURVEY CONTROL
 RM0181
 RM0181  NGVD 29 (??/??/92)  239.087  (m)          784.40   (f) ADJ UNCH    2 0
 RM0181
 RM0181.Superseded values are not recommended for survey control.
 RM0181
 RM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0181.See file dsdata.pdf to determine how the superseded data were derived.
 RM0181
 RM0181_MARKER: P = PIPE CAP
 RM0181_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0181_MARK LOGO: USGS
 RM0181_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0181
 RM0181  HISTORY     - Date     Condition        Report By
 RM0181  HISTORY     - UNK      MONUMENTED       USGS
 RM0181  HISTORY     - 1934     GOOD             CGS
 RM0181
 RM0181                          STATION DESCRIPTION
 RM0181
 RM0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0181'AT AGNEW.
 RM0181'AT AGNEW, ASHLAND COUNTY, 90 FEET NORTH OF A POINT OPPOSITE
 RM0181'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY STATION
 RM0181'SIGN, 60 FEET NORTH OF A POINT OPPOSITE THE SECTION FOREMAN
 RM0181'RESIDENCE, ABOUT 100 FEET WEST OF THE TRACK, AND AT THE
 RM0181'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RM0181'CAP, RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0156 ***********************************************************************
 OM0156  DESIGNATION -  790
 OM0156  PID         -  OM0156
 OM0156  STATE/COUNTY-  WI/FOND DU LAC
 OM0156  COUNTRY     -  US
 OM0156  USGS QUAD   -  VAN DYNE (2018)
 OM0156
 OM0156                         *CURRENT SURVEY CONTROL
 OM0156  ______________________________________________________________________
 OM0156* NAD 83(1986) POSITION- 43 53 36.96   (N) 088 30 26.23   (W)   HD_HELD1
 OM0156* NAVD 88 ORTHO HEIGHT -   240.578 (meters)      789.30  (feet) ADJUSTED
 OM0156  ______________________________________________________________________
 OM0156  GEOID HEIGHT    -        -36.076 (meters)                     GEOID18
 OM0156  DYNAMIC HEIGHT  -        240.528 (meters)      789.13  (feet) COMP
 OM0156  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 OM0156
 OM0156  VERT ORDER      -  FIRST     CLASS II
 OM0156
 OM0156.The horizontal coordinates were determined by differentially corrected
 OM0156.hand held GPS observations or other comparable positioning techniques
 OM0156.and have an estimated accuracy of +/- 3 meters.
 OM0156
 OM0156.The orthometric height was determined by differential leveling and
 OM0156.adjusted by the NATIONAL GEODETIC SURVEY
 OM0156.in June 1991.
 OM0156
 OM0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0156.GEOID18 height accuracy estimate available here.
 OM0156
 OM0156.Click photographs - Photos may exist for this station.
 OM0156
 OM0156.The dynamic height is computed by dividing the NAVD 88
 OM0156.geopotential number by the normal gravity value computed on the
 OM0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0156.degrees latitude (g = 980.6199 gals.).
 OM0156
 OM0156.The modeled gravity was interpolated from observed gravity values.
 OM0156
 OM0156;                    North         East    Units  Estimated Accuracy
 OM0156;SPC WI S     -   211,438.6     719,928.6     MT  (+/- 3 meters HH1 GPS) 
 OM0156
 OM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7893861159(NAD 83)
 OM0156
 OM0156                          SUPERSEDED SURVEY CONTROL
 OM0156
 OM0156  NGVD 29 (??/??/92)  240.606  (m)          789.39   (f) ADJ UNCH    1 2
 OM0156
 OM0156.Superseded values are not recommended for survey control.
 OM0156
 OM0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0156.See file dsdata.pdf to determine how the superseded data were derived.
 OM0156
 OM0156_MARKER: P = PIPE CAP
 OM0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0156_STAMPING: 790 1908
 OM0156_MARK LOGO: USGS
 OM0156_MAGNETIC: P = MARKER IS A STEEL PIPE
 OM0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0156+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2010
 OM0156
 OM0156  HISTORY     - Date     Condition        Report By
 OM0156  HISTORY     - 1908     MONUMENTED       USGS
 OM0156  HISTORY     - 1934     GOOD             CGS
 OM0156  HISTORY     - 1989     GOOD             USPSQD
 OM0156  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 OM0156  HISTORY     - 20100625 GOOD             GEOCAC
 OM0156
 OM0156                          STATION DESCRIPTION
 OM0156
 OM0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0156'0.5 MI N FROM VAN DYNE.
 OM0156'ABOUT 1/2 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OM0156'FROM VAN DYNE, FOND DU LAC COUNTY, AT THE CROSSING OF A COUNTY-LINE
 OM0156'ROAD, 120 FEET WEST OF THE TRACK, 17 FEET SOUTH OF THE CENTERLINE
 OM0156'OF THE ROAD, AND 2.3 FEET NORTH OF THE FENCE.  A UNITED STATES
 OM0156'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 790 1908 AND RIVETED ON
 OM0156'THE TOP OF A 3-1/2 INCH IRON PIPE.
 OM0156
 OM0156                          STATION RECOVERY (1989)
 OM0156
 OM0156'RECOVERY NOTE BY US POWER SQUADRON 1989 (EC)
 OM0156'RECOVERED IN GOOD CONDITION.
 OM0156
 OM0156                          STATION RECOVERY (2005)
 OM0156
 OM0156'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 OM0156'MARK NOT FOUND.
 OM0156
 OM0156                          STATION RECOVERY (2010)
 OM0156
 OM0156'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 OM0156'STATION IS LOCATED 21 FEET SOUTH OF CENTER LINE OF COUNTY LINE RD/E
 OM0156'LONE ELM RD, 30 FEET WEST OF WESTERN MOST RAIL ON WESTERN MOST SET OF
 OM0156'TRACKS, 3 FEET NORTHWEST OF POWER POLE NUMBER 1617 6E7, AND 2.5 FEET
 OM0156'NORTH OF AN ORANGE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0297 ***********************************************************************
 NH0297  DESIGNATION -  796
 NH0297  PID         -  NH0297
 NH0297  STATE/COUNTY-  WI/JEFFERSON
 NH0297  COUNTRY     -  US
 NH0297  USGS QUAD   -  FORT ATKINSON (2018)
 NH0297
 NH0297                         *CURRENT SURVEY CONTROL
 NH0297  ______________________________________________________________________
 NH0297* NAD 83(1986) POSITION- 42 55 31.     (N) 088 50 29.     (W)   SCALED
 NH0297* NAVD 88 ORTHO HEIGHT -   242.549 (meters)      795.76  (feet) ADJUSTED
 NH0297  ______________________________________________________________________
 NH0297  GEOID HEIGHT    -        -34.242 (meters)                     GEOID18
 NH0297  DYNAMIC HEIGHT  -        242.485 (meters)      795.55  (feet) COMP
 NH0297  MODELED GRAVITY -    980,348.7   (mgal)                       NAVD 88
 NH0297
 NH0297  VERT ORDER      -  SECOND    CLASS 0
 NH0297
 NH0297.The horizontal coordinates were scaled from a map and have
 NH0297.an estimated accuracy of +/- 6 seconds.
 NH0297
 NH0297.The orthometric height was determined by differential leveling and
 NH0297.adjusted by the NATIONAL GEODETIC SURVEY
 NH0297.in June 1991.
 NH0297
 NH0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0297.GEOID18 height accuracy estimate available here.
 NH0297
 NH0297.Click photographs - Photos may exist for this station.
 NH0297
 NH0297.The dynamic height is computed by dividing the NAVD 88
 NH0297.geopotential number by the normal gravity value computed on the
 NH0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0297.degrees latitude (g = 980.6199 gals.).
 NH0297
 NH0297.The modeled gravity was interpolated from observed gravity values.
 NH0297
 NH0297;                    North         East    Units  Estimated Accuracy
 NH0297;SPC WI S     -   103,450.      694,580.      MT  (+/- 180 meters Scaled)
 NH0297
 NH0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN497541(NAD 83)
 NH0297
 NH0297                          SUPERSEDED SURVEY CONTROL
 NH0297
 NH0297  NGVD 29 (??/??/92)  242.615  (m)          795.98   (f) ADJ UNCH    2 0
 NH0297
 NH0297.Superseded values are not recommended for survey control.
 NH0297
 NH0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0297.See file dsdata.pdf to determine how the superseded data were derived.
 NH0297
 NH0297_MARKER: P = PIPE CAP
 NH0297_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0297_STAMPING: 796 MILWAUKEE 1903
 NH0297_MARK LOGO: USGS
 NH0297_PROJECTION: FLUSH
 NH0297_MAGNETIC: P = MARKER IS A STEEL PIPE
 NH0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0297
 NH0297  HISTORY     - Date     Condition        Report By
 NH0297  HISTORY     - 1903     MONUMENTED       USGS
 NH0297  HISTORY     - 1934     GOOD             CGS
 NH0297
 NH0297                          STATION DESCRIPTION
 NH0297
 NH0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0297'AT FORT ATKINSON.
 NH0297'AT FORT ATKINSON, JEFFERSON COUNTY, ALONG THE CHICAGO AND NORTH
 NH0297'WESTERN RAILWAY, 34 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 NH0297'CONCRETE FOUNDATION SUPPORTING THE CENTRAL COLUMN OF A WATER
 NH0297'TANK, 25 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 NH0297'LOWER THAN THE RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD CAP,
 NH0297'STAMPED 796 MILWAUKEE 1903 AND RIVETED ON THE TOP OF A 3-1/2
 NH0297'INCH IRON PIPE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN0156 ***********************************************************************
 RN0156  DESIGNATION -  798
 RN0156  PID         -  RN0156
 RN0156  STATE/COUNTY-  WI/DOUGLAS
 RN0156  COUNTRY     -  US
 RN0156  USGS QUAD   -  BOREA (2018)
 RN0156
 RN0156                         *CURRENT SURVEY CONTROL
 RN0156  ______________________________________________________________________
 RN0156* NAD 83(1986) POSITION- 46 32 32.     (N) 092 11 52.     (W)   SCALED
 RN0156* NAVD 88 ORTHO HEIGHT -   242.972 (meters)      797.15  (feet) ADJUSTED
 RN0156  ______________________________________________________________________
 RN0156  GEOID HEIGHT    -        -27.844 (meters)                     GEOID18
 RN0156  DYNAMIC HEIGHT  -        242.992 (meters)      797.22  (feet) COMP
 RN0156  MODELED GRAVITY -    980,687.8   (mgal)                       NAVD 88
 RN0156
 RN0156  VERT ORDER      -  SECOND    CLASS 0
 RN0156
 RN0156.The horizontal coordinates were scaled from a map and have
 RN0156.an estimated accuracy of +/- 6 seconds.
 RN0156
 RN0156.The orthometric height was determined by differential leveling and
 RN0156.adjusted by the NATIONAL GEODETIC SURVEY
 RN0156.in June 1991.
 RN0156
 RN0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0156.GEOID18 height accuracy estimate available here.
 RN0156
 RN0156.Click photographs - Photos may exist for this station.
 RN0156
 RN0156.The dynamic height is computed by dividing the NAVD 88
 RN0156.geopotential number by the normal gravity value computed on the
 RN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0156.degrees latitude (g = 980.6199 gals.).
 RN0156
 RN0156.The modeled gravity was interpolated from observed gravity values.
 RN0156
 RN0156;                    North         East    Units  Estimated Accuracy
 RN0156;SPC WI N     -   155,220.      431,450.      MT  (+/- 180 meters Scaled)
 RN0156
 RN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM615546(NAD 83)
 RN0156
 RN0156                          SUPERSEDED SURVEY CONTROL
 RN0156
 RN0156  NGVD 29 (??/??/92)  242.929  (m)          797.01   (f) ADJ UNCH    2 0
 RN0156
 RN0156.Superseded values are not recommended for survey control.
 RN0156
 RN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0156.See file dsdata.pdf to determine how the superseded data were derived.
 RN0156
 RN0156_MARKER: P = PIPE CAP
 RN0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0156_STAMPING: 798
 RN0156_MARK LOGO: USGS
 RN0156_MAGNETIC: P = MARKER IS A STEEL PIPE
 RN0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0156
 RN0156  HISTORY     - Date     Condition        Report By
 RN0156  HISTORY     - UNK      MONUMENTED       USGS
 RN0156  HISTORY     - 1935     GOOD             CGS
 RN0156
 RN0156                          STATION DESCRIPTION
 RN0156
 RN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0156'IN DEDHAM.
 RN0156'ALONG THE GREAT NORTHERN R.R. 15 YDS. EASTWARD FROM STATION IN DEDHAM.
 RN0156'15 YDS. E. OF CENTER OF TRACK, 9 YDS. S. OF CROSS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0729 ***********************************************************************
 NH0729  DESIGNATION -  798
 NH0729  PID         -  NH0729
 NH0729  STATE/COUNTY-  WI/LAFAYETTE
 NH0729  COUNTRY     -  US
 NH0729  USGS QUAD   -  ARGYLE (2018)
 NH0729
 NH0729                         *CURRENT SURVEY CONTROL
 NH0729  ______________________________________________________________________
 NH0729* NAD 83(1986) POSITION- 42 42 05.     (N) 089 52 22.     (W)   SCALED
 NH0729* NAVD 88 ORTHO HEIGHT -   242.877 (meters)      796.84  (feet) ADJUSTED
 NH0729  ______________________________________________________________________
 NH0729  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 NH0729  DYNAMIC HEIGHT  -        242.803 (meters)      796.60  (feet) COMP
 NH0729  MODELED GRAVITY -    980,310.7   (mgal)                       NAVD 88
 NH0729
 NH0729  VERT ORDER      -  FIRST     CLASS II
 NH0729
 NH0729.The horizontal coordinates were scaled from a map and have
 NH0729.an estimated accuracy of +/- 6 seconds.
 NH0729
 NH0729.The orthometric height was determined by differential leveling and
 NH0729.adjusted by the NATIONAL GEODETIC SURVEY
 NH0729.in June 1991.
 NH0729
 NH0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0729.GEOID18 height accuracy estimate available here.
 NH0729
 NH0729.Click photographs - Photos may exist for this station.
 NH0729
 NH0729.The dynamic height is computed by dividing the NAVD 88
 NH0729.geopotential number by the normal gravity value computed on the
 NH0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0729.degrees latitude (g = 980.6199 gals.).
 NH0729
 NH0729.The modeled gravity was interpolated from observed gravity values.
 NH0729
 NH0729;                    North         East    Units  Estimated Accuracy
 NH0729;SPC WI S     -    77,930.      610,420.      MT  (+/- 180 meters Scaled)
 NH0729
 NH0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN647316(NAD 83)
 NH0729
 NH0729                          SUPERSEDED SURVEY CONTROL
 NH0729
 NH0729  NGVD 29 (??/??/92)  242.974  (m)          797.16   (f) ADJ UNCH    1 2
 NH0729
 NH0729.Superseded values are not recommended for survey control.
 NH0729
 NH0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0729.See file dsdata.pdf to determine how the superseded data were derived.
 NH0729
 NH0729_MARKER: P = PIPE CAP
 NH0729_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0729_STAMPING: 798 WIS 1919
 NH0729_MARK LOGO: USGS
 NH0729_MAGNETIC: P = MARKER IS A STEEL PIPE
 NH0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0729
 NH0729  HISTORY     - Date     Condition        Report By
 NH0729  HISTORY     - 1919     MONUMENTED       USGS
 NH0729  HISTORY     - 1920     GOOD             CGS
 NH0729  HISTORY     - 1935     MARK NOT FOUND   USGS
 NH0729  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 NH0729
 NH0729                          STATION DESCRIPTION
 NH0729
 NH0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0729'AT ARGYLE.
 NH0729'AT ARGYLE, LAFAYETTE COUNTY, 100 YDS W OF THE MAIN ST. CROSSING
 NH0729'OF THE ABANDONED ILLINOIS CENTRAL RR, 30 FT N OF THE JUNCTION
 NH0729'OF THE ROADS LEADING TO WOODFORD AND DARLINGTON, 4 FT E OF A
 NH0729'SMALL GATE, AND 1 FOOT N OF A FENCE.  A UNITED STATES GEOLOGICAL
 NH0729'SURVEY STANDARD CAP, STAMPED 798 WIS 1919 AND RIVETED ON THE
 NH0729'TOP OF A 3-1/2-IN IRON PIPE.
 NH0729
 NH0729                          STATION RECOVERY (1935)
 NH0729
 NH0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 NH0729'MARK NOT FOUND.
 NH0729
 NH0729                          STATION RECOVERY (1998)
 NH0729
 NH0729'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0729'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0158 ***********************************************************************
 OM0158  DESIGNATION -  799
 OM0158  PID         -  OM0158
 OM0158  STATE/COUNTY-  WI/WINNEBAGO
 OM0158  COUNTRY     -  US
 OM0158  USGS QUAD   -  VAN DYNE (2018)
 OM0158
 OM0158                         *CURRENT SURVEY CONTROL
 OM0158  ______________________________________________________________________
 OM0158* NAD 83(1986) POSITION- 43 56 15.00   (N) 088 31 26.57   (W)   HD_HELD1
 OM0158* NAVD 88 ORTHO HEIGHT -   243.285 (meters)      798.18  (feet) ADJUSTED
 OM0158  ______________________________________________________________________
 OM0158  GEOID HEIGHT    -        -36.165 (meters)                     GEOID18
 OM0158  DYNAMIC HEIGHT  -        243.233 (meters)      798.01  (feet) COMP
 OM0158  MODELED GRAVITY -    980,400.7   (mgal)                       NAVD 88
 OM0158
 OM0158  VERT ORDER      -  FIRST     CLASS II
 OM0158
 OM0158.The horizontal coordinates were determined by differentially corrected
 OM0158.hand held GPS observations or other comparable positioning techniques
 OM0158.and have an estimated accuracy of +/- 3 meters.
 OM0158
 OM0158.The orthometric height was determined by differential leveling and
 OM0158.adjusted by the NATIONAL GEODETIC SURVEY
 OM0158.in June 1991.
 OM0158
 OM0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0158.GEOID18 height accuracy estimate available here.
 OM0158
 OM0158.Click photographs - Photos may exist for this station.
 OM0158
 OM0158.The dynamic height is computed by dividing the NAVD 88
 OM0158.geopotential number by the normal gravity value computed on the
 OM0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0158.degrees latitude (g = 980.6199 gals.).
 OM0158
 OM0158.The modeled gravity was interpolated from observed gravity values.
 OM0158
 OM0158;                    North         East    Units  Estimated Accuracy
 OM0158;SPC WI S     -   216,291.4     718,495.8     MT  (+/- 3 meters HH1 GPS) 
 OM0158
 OM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7768266060(NAD 83)
 OM0158
 OM0158                          SUPERSEDED SURVEY CONTROL
 OM0158
 OM0158  NGVD 29 (??/??/92)  243.309  (m)          798.26   (f) ADJ UNCH    1 2
 OM0158
 OM0158.Superseded values are not recommended for survey control.
 OM0158
 OM0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0158.See file dsdata.pdf to determine how the superseded data were derived.
 OM0158
 OM0158_MARKER: P = PIPE CAP
 OM0158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0158_STAMPING: 799 1908
 OM0158_MARK LOGO: USGS
 OM0158_MAGNETIC: P = MARKER IS A STEEL PIPE
 OM0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0158
 OM0158  HISTORY     - Date     Condition        Report By
 OM0158  HISTORY     - 1908     MONUMENTED       USGS
 OM0158  HISTORY     - 1934     POOR             CGS
 OM0158  HISTORY     - 1976     MARK NOT FOUND   USGS
 OM0158  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 OM0158
 OM0158                          STATION DESCRIPTION
 OM0158
 OM0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0158'3.6 MI N FROM VAN DYNE.
 OM0158'IN WINNEBAGO COUNTY, 3.6 MILES NORTH ALONG THE CHICAGO AND NORTH
 OM0158'WESTERN RAILWAY FROM VAN DYNE, FOND DU LAC COUNTY, NEAR THE
 OM0158'NORTHEAST CORNER OF SEC. 24, T 17 N, R 17 E, AT BLACK WOLF
 OM0158'SCHOOL, AND 2.3 FEET NORTH OF THE NORTHEAST CORNER OF THE
 OM0158'SCHOOLHOUSE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 OM0158'STAMPED 799 1908 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 OM0158'PIPE.
 OM0158
 OM0158                          STATION RECOVERY (1976)
 OM0158
 OM0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OM0158'MARK NOT FOUND.
 OM0158
 OM0158                          STATION RECOVERY (2004)
 OM0158
 OM0158'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 OM0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8327 ***********************************************************************
 DP8327  DESIGNATION -  7A006
 DP8327  PID         -  DP8327
 DP8327  STATE/COUNTY-  WI/SHAWANO
 DP8327  COUNTRY     -  US
 DP8327  USGS QUAD   -  CECIL (2018)
 DP8327
 DP8327                         *CURRENT SURVEY CONTROL
 DP8327  ______________________________________________________________________
 DP8327* NAD 83(1986) POSITION- 44 50 06.4    (N) 088 22 33.8    (W)   HD_HELD2
 DP8327* NAVD 88 ORTHO HEIGHT -   239.430 (meters)      785.53  (feet) ADJUSTED
 DP8327  ______________________________________________________________________
 DP8327  GEOID HEIGHT    -        -36.226 (meters)                     GEOID18
 DP8327  DYNAMIC HEIGHT  -        239.401 (meters)      785.43  (feet) COMP
 DP8327  MODELED GRAVITY -    980,494.3   (mgal)                       NAVD 88
 DP8327
 DP8327  VERT ORDER      -  SECOND    CLASS I
 DP8327
 DP8327.The horizontal coordinates were established by autonomous hand held GPS
 DP8327.observations and have an estimated accuracy of +/- 10 meters.
 DP8327
 DP8327.The orthometric height was determined by differential leveling and
 DP8327.adjusted by the NATIONAL GEODETIC SURVEY
 DP8327.in February 2017.
 DP8327
 DP8327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8327.GEOID18 height accuracy estimate available here.
 DP8327
 DP8327.Click photographs - Photos may exist for this station.
 DP8327
 DP8327.The dynamic height is computed by dividing the NAVD 88
 DP8327.geopotential number by the normal gravity value computed on the
 DP8327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8327.degrees latitude (g = 980.6199 gals.).
 DP8327
 DP8327.The modeled gravity was interpolated from observed gravity values.
 DP8327
 DP8327;                    North         East    Units  Estimated Accuracy
 DP8327;SPC WI C     -   112,600.      728,393.      MT  (+/- 10 meters HH2 GPS)
 DP8327
 DP8327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9123565554(NAD 83)
 DP8327
 DP8327                          SUPERSEDED SURVEY CONTROL
 DP8327
 DP8327.No superseded survey control is available for this station.
 DP8327
 DP8327_MARKER: DD = SURVEY DISK
 DP8327_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP8327_SP_SET: BRIDGE PARAPET
 DP8327_STAMPING: 7A006 2007
 DP8327_MARK LOGO: WIDT
 DP8327_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8327+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2014
 DP8327
 DP8327  HISTORY     - Date     Condition        Report By
 DP8327  HISTORY     - 2007     MONUMENTED       WIDT
 DP8327  HISTORY     - 20141021 GOOD             WIDT
 DP8327
 DP8327                          STATION DESCRIPTION
 DP8327
 DP8327'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8327'HE STATION IS APPROXIMATELY 4.1 MI (6.6 KM) NORTHEAST OF CECIL, 2.8 MI
 DP8327'(4.5 KM) SOUTH OF UNDERHILL AND 1.1 MI (1.8 KM) SOUTHWEST OF PULCIFER.
 DP8327'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DP8327'HIGHWAY C IN THE VILLAGE OF PULCIFER, GO SOUTHWEST ON STATE HIGHWAY 22
 DP8327'FOR 0.9 MI (1.4 KM) TO A BRIDGE OVER THE OCONTO RIVER AND THE STATION
 DP8327'ON THE LEFT.
 DP8327'
 DP8327'THE STATION IS 7.0 M (23.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DP8327'HIGHWAY 22, 1.4 M (4.6 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DP8327'PARAPET WALL AND 2.7 M (8.9 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DP8327'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTH EXTENDING
 DP8327'TO 40 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH EXTENDING
 DP8327'TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8327'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8327'A DRILL HOLE IN THE TOP OF THE WEST END OF THE SOUTH BRIDGE PARAPET
 DP8327'WALL -B 58 116-, APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE ROAD
 DP8327'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5179 ***********************************************************************
 DN5179  DESIGNATION -  7A01
 DN5179  PID         -  DN5179
 DN5179  STATE/COUNTY-  WI/BURNETT
 DN5179  COUNTRY     -  US
 DN5179  USGS QUAD   -  BASS CREEK (2019)
 DN5179
 DN5179                         *CURRENT SURVEY CONTROL
 DN5179  ______________________________________________________________________
 DN5179* NAD 83(1986) POSITION- 45 45 05.8    (N) 092 46 28.5    (W)   HD_HELD2
 DN5179* NAVD 88 ORTHO HEIGHT -   272.981 (meters)      895.61  (feet) ADJUSTED
 DN5179  ______________________________________________________________________
 DN5179  GEOID HEIGHT    -        -27.158 (meters)                     GEOID18
 DN5179  DYNAMIC HEIGHT  -        272.991 (meters)      895.64  (feet) COMP
 DN5179  MODELED GRAVITY -    980,646.4   (mgal)                       NAVD 88
 DN5179
 DN5179  VERT ORDER      -  SECOND    CLASS I
 DN5179
 DN5179.The horizontal coordinates were established by autonomous hand held GPS
 DN5179.observations and have an estimated accuracy of +/- 10 meters.
 DN5179
 DN5179.The orthometric height was determined by differential leveling and
 DN5179.adjusted by the WI DEPT OF TRANSP
 DN5179.in May 2012.
 DN5179
 DN5179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5179.GEOID18 height accuracy estimate available here.
 DN5179
 DN5179.Click photographs - Photos may exist for this station.
 DN5179
 DN5179.The dynamic height is computed by dividing the NAVD 88
 DN5179.geopotential number by the normal gravity value computed on the
 DN5179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5179.degrees latitude (g = 980.6199 gals.).
 DN5179
 DN5179.The modeled gravity was interpolated from observed gravity values.
 DN5179
 DN5179;                    North         East    Units  Estimated Accuracy
 DN5179;SPC WI N     -    68,783.      384,162.      MT  (+/- 10 meters HH2 GPS)
 DN5179
 DN5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1753266475(NAD 83)
 DN5179
 DN5179                          SUPERSEDED SURVEY CONTROL
 DN5179
 DN5179.No superseded survey control is available for this station.
 DN5179
 DN5179_MARKER: DD = SURVEY DISK
 DN5179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5179_STAMPING: 7A01 2006
 DN5179_MARK LOGO: WIDT
 DN5179_PROJECTION: FLUSH
 DN5179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5179+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2009
 DN5179
 DN5179  HISTORY     - Date     Condition        Report By
 DN5179  HISTORY     - 2005     MONUMENTED       WIDT
 DN5179  HISTORY     - 20090520 GOOD             WIDT
 DN5179
 DN5179                          STATION DESCRIPTION
 DN5179
 DN5179'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5179'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN5179'HIGHWAYS 48 AND 87 SOUTH AND SOUTH PINE STREET NORTH IN THE VILLAGE OF
 DN5179'GRANTSBURG, GO SOUTH ON STATE HIGHWAYS 48 AND 87 FOR 1.0 MI (1.6 KM)
 DN5179'TO HOFFMAN ROAD LEFT AND SKOG ROAD RIGHT.  TURN RIGHT AND GO WEST THEN
 DN5179'SOUTHWEST ON SKOG ROAD FOR 4.4 MI (7.1 KM) TO ANDERSON ROAD LEFT AND
 DN5179'WEST RIVER ROAD RIGHT AND AHEAD, GO WEST ON WEST RIVER ROAD FOR 0.22
 DN5179'MI (0.4 KM) TO THE STATION ON THE RIGHT.
 DN5179'
 DN5179'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5179'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5179'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5179'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5179'
 DN5179'THE STATION IS 7.6 M (24.9 FT) NORTH OF THE CENTERLINE OF WEST RIVER
 DN5179'ROAD, 42.8 M (140.4 FT) WEST OF A GATED FIELD ENTRANCE, 39.0 M (128.0
 DN5179'FT) NORTHEAST OF A POWER POLE AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT)
 DN5179'NORTHWEST AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS
 DN5179'POSTS.
 DN5179'
 DN5179'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5179'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4800 ***********************************************************************
 DJ4800  DESIGNATION -  7A010
 DJ4800  PID         -  DJ4800
 DJ4800  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4800  COUNTRY     -  US
 DJ4800  USGS QUAD   -  ETTRICK (2018)
 DJ4800
 DJ4800                         *CURRENT SURVEY CONTROL
 DJ4800  ______________________________________________________________________
 DJ4800* NAD 83(1986) POSITION- 44 10 03.1    (N) 091 16 14.8    (W)   HD_HELD2
 DJ4800* NAVD 88 ORTHO HEIGHT -   233.532 (meters)      766.18  (feet) ADJUSTED
 DJ4800  ______________________________________________________________________
 DJ4800  GEOID HEIGHT    -        -31.582 (meters)                     GEOID18
 DJ4800  DYNAMIC HEIGHT  -        233.498 (meters)      766.07  (feet) COMP
 DJ4800  MODELED GRAVITY -    980,464.6   (mgal)                       NAVD 88
 DJ4800
 DJ4800  VERT ORDER      -  SECOND    CLASS I
 DJ4800
 DJ4800.The horizontal coordinates were established by autonomous hand held GPS
 DJ4800.observations and have an estimated accuracy of +/- 10 meters.
 DJ4800
 DJ4800.The orthometric height was determined by differential leveling and
 DJ4800.adjusted by the WI DEPT OF TRANSP
 DJ4800.in May 2012.
 DJ4800
 DJ4800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4800.GEOID18 height accuracy estimate available here.
 DJ4800
 DJ4800.Click photographs - Photos may exist for this station.
 DJ4800
 DJ4800.The dynamic height is computed by dividing the NAVD 88
 DJ4800.geopotential number by the normal gravity value computed on the
 DJ4800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4800.degrees latitude (g = 980.6199 gals.).
 DJ4800
 DJ4800.The modeled gravity was interpolated from observed gravity values.
 DJ4800
 DJ4800;                    North         East    Units  Estimated Accuracy
 DJ4800;SPC WI C     -    37,931.      498,365.      MT  (+/- 10 meters HH2 GPS)
 DJ4800
 DJ4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3824891933(NAD 83)
 DJ4800
 DJ4800                          SUPERSEDED SURVEY CONTROL
 DJ4800
 DJ4800  NAVD 88 (07/08/08)  233.525  (m)          766.16   (f) SUPERSEDED  2 1
 DJ4800
 DJ4800.Superseded values are not recommended for survey control.
 DJ4800
 DJ4800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4800.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4800
 DJ4800_MARKER: DD = SURVEY DISK
 DJ4800_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ4800_SP_SET: BRIDGE WINGWALL
 DJ4800_STAMPING: 7A010
 DJ4800_MARK LOGO: WIDT
 DJ4800_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ4800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4800+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2011
 DJ4800
 DJ4800  HISTORY     - Date     Condition        Report By
 DJ4800  HISTORY     - 2005     MONUMENTED       WIDT
 DJ4800  HISTORY     - 20060524 GOOD             WIDT
 DJ4800  HISTORY     - 20110922 GOOD             WIDT
 DJ4800
 DJ4800                          STATION DESCRIPTION
 DJ4800
 DJ4800'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4800'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4800'HIGHWAY D (1ST STREET) IN THE VILLAGE OF ETTRICK, GO SOUTHWEST ON US
 DJ4800'HIGHWAY 53 FOR 0.05 MI (0.1 KM) TO WEST AVENUE ON THE LEFT, TURN LEFT
 DJ4800'AND GO SOUTH ON WEST AVENUE FOR 0.15 MI (0.2 KM) TO BRIDGE STREET ON
 DJ4800'THE LEFT AND CAROLINE STREET ON THE RIGHT, TURN LEFT AND GO NORTHEAST
 DJ4800'ON BRIDGE STREET FOR 0.1 MI (0.2 KM) TO THE BRIDGE OVER THE NORTH FORK
 DJ4800'OF BEAVER CREEK AND THE STATION ON THE RIGHT.
 DJ4800'
 DJ4800'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4800'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH WING
 DJ4800'WALL OF THE WEST ABUTMENT OF THE BRIDGE --B-61-193--, ABOUT LEVEL WITH
 DJ4800'THE STREET PAVEMENT,
 DJ4800'
 DJ4800'5.4 M (17.7 FT) SOUTHEAST OF THE CENTERLINE OF BRIDGE STREET.
 DJ4800'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4800'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT A LONE TREE TO THE EAST OF
 DJ4800'THE STATION EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
 DJ4800
 DJ4800                          STATION RECOVERY (2011)
 DJ4800
 DJ4800'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4800'NOTE - - STATION IS 0.3M (1 FT) SOUTHWEST OF A WITNESS PLAQUE SET ON A
 DJ4800'STEEL SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1743 ***********************************************************************
 DP1743  DESIGNATION -  7A019
 DP1743  PID         -  DP1743
 DP1743  STATE/COUNTY-  WI/VILAS
 DP1743  COUNTRY     -  US
 DP1743  USGS QUAD   -  WOODRUFF (2018)
 DP1743
 DP1743                         *CURRENT SURVEY CONTROL
 DP1743  ______________________________________________________________________
 DP1743* NAD 83(1986) POSITION- 45 54 49.12   (N) 089 38 50.17   (W)   HD_HELD1
 DP1743* NAVD 88 ORTHO HEIGHT -   494.245 (meters)     1621.54  (feet) ADJUSTED
 DP1743  ______________________________________________________________________
 DP1743  GEOID HEIGHT    -        -31.340 (meters)                     GEOID18
 DP1743  DYNAMIC HEIGHT  -        494.222 (meters)     1621.46  (feet) COMP
 DP1743  MODELED GRAVITY -    980,553.8   (mgal)                       NAVD 88
 DP1743
 DP1743  VERT ORDER      -  SECOND    CLASS I
 DP1743
 DP1743.The horizontal coordinates were determined by differentially corrected
 DP1743.hand held GPS observations or other comparable positioning techniques
 DP1743.and have an estimated accuracy of +/- 3 meters.
 DP1743
 DP1743.The orthometric height was determined by differential leveling and
 DP1743.adjusted by the NATIONAL GEODETIC SURVEY
 DP1743.in February 2017.
 DP1743
 DP1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1743.GEOID18 height accuracy estimate available here.
 DP1743
 DP1743.Click photographs - Photos may exist for this station.
 DP1743
 DP1743.The dynamic height is computed by dividing the NAVD 88
 DP1743.geopotential number by the normal gravity value computed on the
 DP1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1743.degrees latitude (g = 980.6199 gals.).
 DP1743
 DP1743.The modeled gravity was interpolated from observed gravity values.
 DP1743
 DP1743;                    North         East    Units  Estimated Accuracy
 DP1743;SPC WI N     -    83,082.6     627,364.8     MT  (+/- 3 meters HH1 GPS) 
 DP1743
 DP1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9469987860(NAD 83)
 DP1743
 DP1743                          SUPERSEDED SURVEY CONTROL
 DP1743
 DP1743  NAVD 88 (03/19/14)  494.271  (m)         1621.62   (f) SUPERSEDED  2 1
 DP1743
 DP1743.Superseded values are not recommended for survey control.
 DP1743
 DP1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1743.See file dsdata.pdf to determine how the superseded data were derived.
 DP1743
 DP1743_MARKER: DD = SURVEY DISK
 DP1743_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1743_SP_SET: PARAPET WALL
 DP1743_STAMPING: 7A019
 DP1743_MARK LOGO: WIDT
 DP1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1743+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2013
 DP1743
 DP1743  HISTORY     - Date     Condition        Report By
 DP1743  HISTORY     - UNK      MONUMENTED       WIDT
 DP1743  HISTORY     - 20130905 GOOD             WIDT
 DP1743  HISTORY     - 20131101 GOOD             WI-125
 DP1743
 DP1743                          STATION DESCRIPTION
 DP1743
 DP1743'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1743'THE STATION IS LOCATED APPROXIMATELY 7.7 MI (12.4 KM) WEST OF
 DP1743'ST.GERMAIN, 7.5 MI (12.1 KM) SOUTHWEST OF SAYNER AND 2.7 MI (4.3 KM)
 DP1743'NORTHEAST OF WOODRUFF.
 DP1743'
 DP1743'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DP1743'HIGHWAY 70 EAST ABOUT 2 MI (3.2 KM) NORTH OF WOODRUFF, GO EAST ON
 DP1743'STATE HIGHWAY 70 FOR 2.5 MI (4.0 KM) TO A BRIDGE OVER LINK CREEK AND
 DP1743'THE STATION ON THE RIGHT.
 DP1743'
 DP1743'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION SURVEY
 DP1743'STATION DISK SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH PARAPET
 DP1743'WALL OF BRIDGE B-63-13 AND APPROXIMATELY 0.9 M (3.0 FT) HIGHER THAN
 DP1743'THE HIGHWAY PAVEMENT.  THE STATION IS 6.8 M (22.3 FT) SOUTH OF THE
 DP1743'CENTERLINE OF STATE HIGHWAY 70, 2.8 M (9.2 FT) WEST OF AN EXPANSION
 DP1743'JOINT AND 2 M (6.6 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DP1743'
 DP1743'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1743'DEGREES ABOVE THE HORIZON.
 DP1743
 DP1743                          STATION RECOVERY (2013)
 DP1743
 DP1743'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2013 (ARJ)
 DP1743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5393 ***********************************************************************
 DN5393  DESIGNATION -  7A02
 DN5393  PID         -  DN5393
 DN5393  STATE/COUNTY-  WI/BURNETT
 DN5393  COUNTRY     -  US
 DN5393  USGS QUAD   -  GRANTSBURG (2019)
 DN5393
 DN5393                         *CURRENT SURVEY CONTROL
 DN5393  ______________________________________________________________________
 DN5393* NAD 83(2011) POSITION- 45 45 13.86712(N) 092 42 09.91192(W)   ADJUSTED
 DN5393* NAD 83(2011) ELLIP HT-   267.951 (meters)        (04/15/13)   ADJUSTED
 DN5393* NAD 83(2011) EPOCH   -  2010.00
 DN5393* NAVD 88 ORTHO HEIGHT -   294.942 (meters)      967.66  (feet) ADJUSTED
 DN5393  ______________________________________________________________________
 DN5393  GEOID HEIGHT    -        -26.991 (meters)                     GEOID18
 DN5393  NAD 83(2011) X  -   -210,221.461 (meters)                     COMP
 DN5393  NAD 83(2011) Y  - -4,453,187.464 (meters)                     COMP
 DN5393  NAD 83(2011) Z  -  4,546,392.054 (meters)                     COMP
 DN5393  LAPLACE CORR    -          4.76  (seconds)                    DEFLEC18
 DN5393  DYNAMIC HEIGHT  -        294.957 (meters)      967.70  (feet) COMP
 DN5393  MODELED GRAVITY -    980,656.0   (mgal)                       NAVD 88
 DN5393
 DN5393  VERT ORDER      -  SECOND    CLASS I
 DN5393
 DN5393  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5393  Standards:
 DN5393         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5393            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5393  -------------------------------------------------------------------
 DN5393  NETWORK    0.71   1.25           0.32   0.25   0.64      0.08396437
 DN5393  -------------------------------------------------------------------
 DN5393  Click here for local accuracies and other accuracy information.
 DN5393
 DN5393.The horizontal coordinates were established by GPS observations
 DN5393.and adjusted by the National Geodetic Survey in April 2013.
 DN5393
 DN5393.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5393.been affixed to the stable North American tectonic plate. See 
 DN5393.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5393
 DN5393.The horizontal coordinates are valid at the epoch date displayed above
 DN5393.which is a decimal equivalence of Year/Month/Day.
 DN5393
 DN5393.The orthometric height was determined by differential leveling and
 DN5393.adjusted by the WI DEPT OF TRANSP
 DN5393.in May 2012.
 DN5393
 DN5393.No vertical observational check was made to the station.
 DN5393
 DN5393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5393.GEOID18 height accuracy estimate available here.
 DN5393
 DN5393.Click photographs - Photos may exist for this station.
 DN5393
 DN5393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5393
 DN5393.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5393
 DN5393.The ellipsoidal height was determined by GPS observations
 DN5393.and is referenced to NAD 83.
 DN5393
 DN5393.The dynamic height is computed by dividing the NAVD 88
 DN5393.geopotential number by the normal gravity value computed on the
 DN5393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5393.degrees latitude (g = 980.6199 gals.).
 DN5393
 DN5393.The modeled gravity was interpolated from observed gravity values.
 DN5393
 DN5393. The following values were computed from the NAD 83(2011) position.
 DN5393
 DN5393;                    North         East     Units Scale Factor Converg.
 DN5393;SPC WI N     -    68,839.367   389,755.992   MT  0.99997129   -1 56 58.9
 DN5393;SPC WI N     -   225,850.49  1,278,724.45   sFT  0.99997129   -1 56 58.9
 DN5393;UTM  15      - 5,066,742.309   523,118.344   MT  0.99960657   +0 12 46.6
 DN5393
 DN5393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5393!SPC WI N     -   0.99995799  x   0.99997129  =   0.99992929
 DN5393!UTM  15      -   0.99995799  x   0.99960657  =   0.99956458
 DN5393
 DN5393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2311866742(NAD 83)
 DN5393
 DN5393                          SUPERSEDED SURVEY CONTROL
 DN5393
 DN5393  NAD 83(2007)-  45 45 13.86710(N)    092 42 09.91267(W) AD(2002.00) 1
 DN5393  ELLIP H (04/06/12)  267.987  (m)                       GP(2002.00) 1 1
 DN5393  NAVD 88             294.94   (m)          967.6    (f) LEVELING    3  
 DN5393
 DN5393.Superseded values are not recommended for survey control.
 DN5393
 DN5393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5393.See file dsdata.pdf to determine how the superseded data were derived.
 DN5393
 DN5393_MARKER: DD = SURVEY DISK
 DN5393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5393_STAMPING: 7A02 2006
 DN5393_MARK LOGO: WIDT
 DN5393_PROJECTION: FLUSH
 DN5393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5393+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2010
 DN5393
 DN5393  HISTORY     - Date     Condition        Report By
 DN5393  HISTORY     - 2005     MONUMENTED       WIDT
 DN5393  HISTORY     - 20100804 GOOD             WIDT
 DN5393
 DN5393                          STATION DESCRIPTION
 DN5393
 DN5393'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5393'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN5393'HIGHWAYS 48 AND 87 SOUTH AND SOUTH PINE STREET NORTH IN THE VILLAGE OF
 DN5393'GRANTSBURG, GO SOUTH ON STATE HIGHWAYS 48 AND 87 FOR 1.0 MI (1.6 KM)
 DN5393'TO HOFFMAN ROAD LEFT AND SKOG ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 DN5393'SKOG ROAD FOR 1.0 MI (1.6 KM) TO HICKERSON ROAD LEFT.  TURN LEFT AND
 DN5393'GO SOUTH ON HICKERSON ROAD FOR 0.34 MI (0.5 KM) TO THE STATION ON THE
 DN5393'RIGHT.
 DN5393'
 DN5393'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5393'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5393'INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, FLUSH WITH THE
 DN5393'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5393'
 DN5393'THE STATION IS 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF HICKERSON
 DN5393'ROAD, 104 M (341.2 FT) SOUTH OF PRIVATE ENTRANCE -23105-, 70 M (229.7
 DN5393'FT) NORTH OF PRIVATE ENTRANCE -23057-, 46.0 M (150.9 FT) SOUTHWEST OF
 DN5393'A POWER POLE, 3.7 M (12.1 FT) EAST OF A CULTIVATED FIELD AND IS 1 M
 DN5393'(3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DN5393'STATION.
 DN5393'
 DN5393'--  NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DN5393'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2749 ***********************************************************************
 DP2749  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2749  DESIGNATION -  7A025
 DP2749  PID         -  DP2749
 DP2749  STATE/COUNTY-  WI/ONEIDA
 DP2749  COUNTRY     -  US
 DP2749  USGS QUAD   -  BURROWS LAKE (2018)
 DP2749
 DP2749                         *CURRENT SURVEY CONTROL
 DP2749  ______________________________________________________________________
 DP2749* NAD 83(2011) POSITION- 45 42 43.91948(N) 089 50 40.29821(W)   ADJUSTED
 DP2749* NAD 83(2011) ELLIP HT-   437.274 (meters)        (05/27/14)   ADJUSTED
 DP2749* NAD 83(2011) EPOCH   -  2010.00
 DP2749* NAVD 88 ORTHO HEIGHT -   468.16  (meters)     1536.0   (feet) GPS OBS
 DP2749  ______________________________________________________________________
 DP2749  GEOID HEIGHT    -        -30.890 (meters)                     GEOID18
 DP2749  NAD 83(2011) X  -     12,106.531 (meters)                     COMP
 DP2749  NAD 83(2011) Y  - -4,461,563.749 (meters)                     COMP
 DP2749  NAD 83(2011) Z  -  4,543,281.743 (meters)                     COMP
 DP2749  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 DP2749
 DP2749  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2749  Standards:
 DP2749         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2749            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2749  -------------------------------------------------------------------
 DP2749  NETWORK    1.05   1.10           0.44   0.39   0.56      0.42013365
 DP2749  -------------------------------------------------------------------
 DP2749  Click here for local accuracies and other accuracy information.
 DP2749
 DP2749.The horizontal coordinates were established by GPS observations
 DP2749.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2749
 DP2749.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2749.been affixed to the stable North American tectonic plate. See 
 DP2749.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2749
 DP2749.The horizontal coordinates are valid at the epoch date displayed above
 DP2749.which is a decimal equivalence of Year/Month/Day.
 DP2749
 DP2749.The orthometric height was determined by GPS observations and a
 DP2749.high-resolution geoid model using precise GPS observation and
 DP2749.processing techniques.
 DP2749
 DP2749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2749.GEOID18 height accuracy estimate available here.
 DP2749
 DP2749.Click photographs - Photos may exist for this station.
 DP2749
 DP2749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2749
 DP2749.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2749
 DP2749.The ellipsoidal height was determined by GPS observations
 DP2749.and is referenced to NAD 83.
 DP2749
 DP2749. The following values were computed from the NAD 83(2011) position.
 DP2749
 DP2749;                    North         East     Units Scale Factor Converg.
 DP2749;SPC WI N     -    60,644.379   612,105.429   MT  0.99997677   +0 06 43.8
 DP2749;SPC WI N     -   198,964.10  2,008,215.89   sFT  0.99997677   +0 06 43.8
 DP2749;UTM  16      - 5,066,007.413   278,604.657   MT  1.00020265   -2 02 13.4
 DP2749
 DP2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2749!SPC WI N     -   0.99993145  x   0.99997677  =   0.99990822
 DP2749!UTM  16      -   0.99993145  x   1.00020265  =   1.00013409
 DP2749
 DP2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7860466007(NAD 83)
 DP2749
 DP2749                          SUPERSEDED SURVEY CONTROL
 DP2749
 DP2749  NAVD 88 (05/27/14)  468.19   (m)  GEOID12A model used  GPS OBS        
 DP2749
 DP2749.Superseded values are not recommended for survey control.
 DP2749
 DP2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2749.See file dsdata.pdf to determine how the superseded data were derived.
 DP2749
 DP2749_MARKER: DD = SURVEY DISK
 DP2749_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP2749_SP_SET: RETAINING WALL
 DP2749_STAMPING: 7A025
 DP2749_MARK LOGO: WIDT
 DP2749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2749+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DP2749
 DP2749  HISTORY     - Date     Condition        Report By
 DP2749  HISTORY     - 2007     MONUMENTED       WIDT
 DP2749  HISTORY     - 20140101 GOOD             WIDT
 DP2749
 DP2749                          STATION DESCRIPTION
 DP2749
 DP2749'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2749'THE STATION IS LOCATED ABOUT 12.7 MI (20.4 KM) NORTH-NORTHWEST OF
 DP2749'BRADLEY, 9.7 MI (15.6 KM) WEST-NORTHWEST OF HARSHAW AND 8.8 MI (14.2
 DP2749'KM) SOUTHWEST OF HAZELHURST.
 DP2749'
 DP2749'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51 WITH COUNTY
 DP2749'HIGHWAY Y LOCATED 2.7 MI (4.3 KM) SOUTH OF HAZELHURST, WI, GO
 DP2749'SOUTHWESTERLY ON COUNTY HIGHWAY Y FOR 7.0 MI (11.3 KM) TO WILLOW DAM
 DP2749'ROAD.  TURN RIGHT AND GO WESTERLY ON WILLOW DAM ROAD FOR 2.7 MI (4.3
 DP2749'KM) TO THE WILLOW DAM 'B-43-56' AND THE STATION ON THE LEFT.
 DP2749'
 DP2749'THE STATION IS LOCATED IN THE EAST END OF THE NORTH ABUTMENT, 0.2 M
 DP2749'(0.7 FT) NORTH OF THE EDGE OF PAVEMENT OF WILLOW DAM ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6262 ***********************************************************************
 DO6262  DESIGNATION -  7A026
 DO6262  PID         -  DO6262
 DO6262  STATE/COUNTY-  WI/ONEIDA
 DO6262  COUNTRY     -  US
 DO6262  USGS QUAD   -  HARSHAW (2018)
 DO6262
 DO6262                         *CURRENT SURVEY CONTROL
 DO6262  ______________________________________________________________________
 DO6262* NAD 83(2011) POSITION- 45 40 00.65638(N) 089 42 49.16942(W)   ADJUSTED
 DO6262* NAD 83(2011) ELLIP HT-   435.141 (meters)        (04/30/14)   ADJUSTED
 DO6262* NAD 83(2011) EPOCH   -  2010.00
 DO6262* NAVD 88 ORTHO HEIGHT -   466.337 (meters)     1529.97  (feet) ADJUSTED
 DO6262  ______________________________________________________________________
 DO6262  GEOID HEIGHT    -        -31.193 (meters)                     GEOID18
 DO6262  NAD 83(2011) X  -     22,315.154 (meters)                     COMP
 DO6262  NAD 83(2011) Y  - -4,465,129.999 (meters)                     COMP
 DO6262  NAD 83(2011) Z  -  4,539,758.931 (meters)                     COMP
 DO6262  LAPLACE CORR    -         -6.41  (seconds)                    DEFLEC18
 DO6262  DYNAMIC HEIGHT  -        466.326 (meters)     1529.94  (feet) COMP
 DO6262  MODELED GRAVITY -    980,577.3   (mgal)                       NAVD 88
 DO6262
 DO6262  VERT ORDER      -  SECOND    CLASS I
 DO6262
 DO6262  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6262  Standards:
 DO6262         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6262            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6262  -------------------------------------------------------------------
 DO6262  NETWORK    0.21   0.27           0.09   0.08   0.14      0.02784120
 DO6262  -------------------------------------------------------------------
 DO6262  Click here for local accuracies and other accuracy information.
 DO6262
 DO6262.The horizontal coordinates were established by GPS observations
 DO6262.and adjusted by the WI DEPT OF TRANSP in April 2014.
 DO6262
 DO6262.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6262.been affixed to the stable North American tectonic plate. See 
 DO6262.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6262
 DO6262.The horizontal coordinates are valid at the epoch date displayed above
 DO6262.which is a decimal equivalence of Year/Month/Day.
 DO6262
 DO6262.The orthometric height was determined by differential leveling and
 DO6262.adjusted by the NATIONAL GEODETIC SURVEY
 DO6262.in February 2017.
 DO6262
 DO6262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6262.GEOID18 height accuracy estimate available here.
 DO6262
 DO6262.Click photographs - Photos may exist for this station.
 DO6262
 DO6262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6262
 DO6262.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6262
 DO6262.The ellipsoidal height was determined by GPS observations
 DO6262.and is referenced to NAD 83.
 DO6262
 DO6262.The dynamic height is computed by dividing the NAVD 88
 DO6262.geopotential number by the normal gravity value computed on the
 DO6262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6262.degrees latitude (g = 980.6199 gals.).
 DO6262
 DO6262.The modeled gravity was interpolated from observed gravity values.
 DO6262
 DO6262. The following values were computed from the NAD 83(2011) position.
 DO6262
 DO6262;                    North         East     Units Scale Factor Converg.
 DO6262;SPC WI N     -    55,632.320   622,313.306   MT  0.99998332   +0 12 23.6
 DO6262;SPC WI N     -   182,520.37  2,041,706.24   sFT  0.99998332   +0 12 23.6
 DO6262;UTM  16      - 5,060,615.088   288,619.396   MT  1.00014936   -1 56 30.4
 DO6262
 DO6262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6262!SPC WI N     -   0.99993179  x   0.99998332  =   0.99991511
 DO6262!UTM  16      -   0.99993179  x   1.00014936  =   1.00008114
 DO6262
 DO6262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8861960615(NAD 83)
 DO6262
 DO6262                          SUPERSEDED SURVEY CONTROL
 DO6262
 DO6262  NAVD 88 (07/25/13)  466.359  (m)         1530.05   (f) SUPERSEDED  2 1
 DO6262
 DO6262.Superseded values are not recommended for survey control.
 DO6262
 DO6262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6262.See file dsdata.pdf to determine how the superseded data were derived.
 DO6262
 DO6262_MARKER: DD = SURVEY DISK
 DO6262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6262_STAMPING: 7A026 2010
 DO6262_MARK LOGO: WIDT
 DO6262_PROJECTION: FLUSH
 DO6262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6262+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2013
 DO6262
 DO6262  HISTORY     - Date     Condition        Report By
 DO6262  HISTORY     - 2010     MONUMENTED       WIDT
 DO6262  HISTORY     - 20121115 GOOD             WIDT
 DO6262  HISTORY     - 20130901 GOOD             WIDT
 DO6262
 DO6262                          STATION DESCRIPTION
 DO6262
 DO6262'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6262'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST-NORTHWEST OF
 DO6262'WOODBORO, 8.3 MI (13.4 KM) NORTH OF HEAFFORD JUNCTION AND 2.8 MI (4.5
 DO6262'KM) WEST OF HARSHAW.
 DO6262'
 DO6262'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6262'HIGHWAY K LOCATED APPROXIMATELY 12 MI (19.3 KM) NORTH OF THE CITY OF
 DO6262'TOMAHAWK, GO NORTH ON U.S. HIGHWAY 51 FOR 1.65 MI (2.7 KM) TO FERNWOOD
 DO6262'ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DO6262'
 DO6262'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION DISK
 DO6262'SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DO6262'APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE
 DO6262'STATION IS 29.5 M (96.8 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 51,
 DO6262'32.6 M (107.0 FT) NORTH OF THE CENTERLINE OF FERNWOOD ROAD, 28.8 M
 DO6262'(94.5 FT) NORTHWEST OF A POWER POLE -3706 26W1- AND LOCATED IN THE
 DO6262'CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD POSTS.
 DO6262'
 DO6262'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6262'DEGREES ABOVE THE HORIZON.
 DO6262
 DO6262                          STATION RECOVERY (2013)
 DO6262
 DO6262'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (MNH)
 DO6262'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5182 ***********************************************************************
 DN5182  DESIGNATION -  7A03
 DN5182  PID         -  DN5182
 DN5182  STATE/COUNTY-  WI/BURNETT
 DN5182  COUNTRY     -  US
 DN5182  USGS QUAD   -  GRANTSBURG (2019)
 DN5182
 DN5182                         *CURRENT SURVEY CONTROL
 DN5182  ______________________________________________________________________
 DN5182* NAD 83(1986) POSITION- 45 46 23.03   (N) 092 39 30.97   (W)   HD_HELD1
 DN5182* NAVD 88 ORTHO HEIGHT -   284.320 (meters)      932.81  (feet) ADJUSTED
 DN5182  ______________________________________________________________________
 DN5182  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 DN5182  DYNAMIC HEIGHT  -        284.335 (meters)      932.86  (feet) COMP
 DN5182  MODELED GRAVITY -    980,661.6   (mgal)                       NAVD 88
 DN5182
 DN5182  VERT ORDER      -  SECOND    CLASS I
 DN5182
 DN5182.The horizontal coordinates were determined by differentially corrected
 DN5182.hand held GPS observations or other comparable positioning techniques
 DN5182.and have an estimated accuracy of +/- 3 meters.
 DN5182
 DN5182.The orthometric height was determined by differential leveling and
 DN5182.adjusted by the WI DEPT OF TRANSP
 DN5182.in May 2012.
 DN5182
 DN5182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5182.GEOID18 height accuracy estimate available here.
 DN5182
 DN5182.Click photographs - Photos may exist for this station.
 DN5182
 DN5182.The dynamic height is computed by dividing the NAVD 88
 DN5182.geopotential number by the normal gravity value computed on the
 DN5182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5182.degrees latitude (g = 980.6199 gals.).
 DN5182
 DN5182.The modeled gravity was interpolated from observed gravity values.
 DN5182
 DN5182;                    North         East    Units  Estimated Accuracy
 DN5182;SPC WI N     -    70,857.5     393,260.6     MT  (+/- 3 meters HH1 GPS) 
 DN5182
 DN5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2654368890(NAD 83)
 DN5182
 DN5182                          SUPERSEDED SURVEY CONTROL
 DN5182
 DN5182.No superseded survey control is available for this station.
 DN5182
 DN5182_MARKER: DD = SURVEY DISK
 DN5182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5182_STAMPING: 7A03 2006
 DN5182_MARK LOGO: WIDT
 DN5182_PROJECTION: FLUSH
 DN5182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5182+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2009
 DN5182
 DN5182  HISTORY     - Date     Condition        Report By
 DN5182  HISTORY     - 2005     MONUMENTED       WIDT
 DN5182  HISTORY     - 20090602 GOOD             WIDT
 DN5182
 DN5182                          STATION DESCRIPTION
 DN5182
 DN5182'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5182'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN5182'HIGHWAYS 48 AND 87 SOUTH AND SOUTH PINE STREET NORTH IN THE VILLAGE OF
 DN5182'GRANTSBURG, GO EAST ON STATE HIGHWAY 70 FOR 0.5 MI (0.8 KM) TO SOUTH
 DN5182'JOHNSON STREET LEFT.  CONTINUE EAST ON STATE HIGHWAY 70 FOR 0.62 MI
 DN5182'(1.0 KM) TO THE STATION ON THE LEFT.
 DN5182'
 DN5182'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5182'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5182'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5182'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5182'THE STATION IS 16.5 M (54.1 FT) NORTH OF THE CENTERLINE OF STATE
 DN5182'HIGHWAY 70, 26.5 M (86.9 FT) WEST OF THE CENTERLINE OF A FIELD
 DN5182'ENTRANCE, 24.4 M (80.1 FT) WEST OF THE EXTENDED CENTERLINE OF PRIVATE
 DN5182'ENTRANCE -13131-, 7.7 M (25.3 FT) SOUTH OF A CULTIVATED FIELD AND 1.0
 DN5182'M (3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHWEST AND 1.0 M (3.3 FT)
 DN5182'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DN5182'
 DN5182'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5182'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5183 ***********************************************************************
 DN5183  DESIGNATION -  7A04
 DN5183  PID         -  DN5183
 DN5183  STATE/COUNTY-  WI/BURNETT
 DN5183  COUNTRY     -  US
 DN5183  USGS QUAD   -  FALUN (2018)
 DN5183
 DN5183                         *CURRENT SURVEY CONTROL
 DN5183  ______________________________________________________________________
 DN5183* NAD 83(1986) POSITION- 45 46 20.9    (N) 092 37 14.5    (W)   HD_HELD2
 DN5183* NAVD 88 ORTHO HEIGHT -   282.712 (meters)      927.53  (feet) ADJUSTED
 DN5183  ______________________________________________________________________
 DN5183  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 DN5183  DYNAMIC HEIGHT  -        282.727 (meters)      927.58  (feet) COMP
 DN5183  MODELED GRAVITY -    980,663.1   (mgal)                       NAVD 88
 DN5183
 DN5183  VERT ORDER      -  SECOND    CLASS I
 DN5183
 DN5183.The horizontal coordinates were established by autonomous hand held GPS
 DN5183.observations and have an estimated accuracy of +/- 10 meters.
 DN5183
 DN5183.The orthometric height was determined by differential leveling and
 DN5183.adjusted by the WI DEPT OF TRANSP
 DN5183.in May 2012.
 DN5183
 DN5183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5183.GEOID18 height accuracy estimate available here.
 DN5183
 DN5183.Click photographs - Photos may exist for this station.
 DN5183
 DN5183.The dynamic height is computed by dividing the NAVD 88
 DN5183.geopotential number by the normal gravity value computed on the
 DN5183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5183.degrees latitude (g = 980.6199 gals.).
 DN5183
 DN5183.The modeled gravity was interpolated from observed gravity values.
 DN5183
 DN5183;                    North         East    Units  Estimated Accuracy
 DN5183;SPC WI N     -    70,694.      396,205.      MT  (+/- 10 meters HH2 GPS)
 DN5183
 DN5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2949068838(NAD 83)
 DN5183
 DN5183                          SUPERSEDED SURVEY CONTROL
 DN5183
 DN5183.No superseded survey control is available for this station.
 DN5183
 DN5183_MARKER: DD = SURVEY DISK
 DN5183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5183_STAMPING: 7A04 2006
 DN5183_MARK LOGO: WIDT
 DN5183_PROJECTION: RECESSED 10 CENTIMETERS
 DN5183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5183+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2009
 DN5183
 DN5183  HISTORY     - Date     Condition        Report By
 DN5183  HISTORY     - 2005     MONUMENTED       WIDT
 DN5183  HISTORY     - 20090602 GOOD             WIDT
 DN5183
 DN5183                          STATION DESCRIPTION
 DN5183
 DN5183'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN5183'HIGHWAYS 48 AND 87 SOUTH AND SOUTH PINE STREET NORTH IN THE VILLAGE OF
 DN5183'GRANTSBURG, GO EAST ON STATE HIGHWAY 70 FOR 3.0 MI (4.8 KM) TO NELSON
 DN5183'ROAD RIGHT AND THE STATION IN THE SOUTHEAST QUADRANT ON THE RIGHT.
 DN5183'
 DN5183'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5183'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5183'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 10 CM (4
 DN5183'INCHES) BELOW THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DN5183'HIGHWAY PAVEMENT.
 DN5183'
 DN5183'THE STATION IS 22.3 M (73.2 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5183'HIGHWAY 70, 15.3 M (50.2 FT) EAST OF THE CENTERLINE OF NELSON ROAD,
 DN5183'11.4 M (37.4 FT) SOUTHEAST OF A -STOP- SIGN WOODEN POST, 3 M (9.8 FT)
 DN5183'NORTHWEST OF A CULTIVATED FIELD AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3
 DN5183'FT) NORTHWEST AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC
 DN5183'WITNESS POSTS.
 DN5183'
 DN5183'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5183'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5184 ***********************************************************************
 DN5184  DESIGNATION -  7A05
 DN5184  PID         -  DN5184
 DN5184  STATE/COUNTY-  WI/BURNETT
 DN5184  COUNTRY     -  US
 DN5184  USGS QUAD   -  FALUN (2018)
 DN5184
 DN5184                         *CURRENT SURVEY CONTROL
 DN5184  ______________________________________________________________________
 DN5184* NAD 83(1986) POSITION- 45 46 20.46   (N) 092 35 04.09   (W)   HD_HELD1
 DN5184* NAVD 88 ORTHO HEIGHT -   284.065 (meters)      931.97  (feet) ADJUSTED
 DN5184  ______________________________________________________________________
 DN5184  GEOID HEIGHT    -        -26.844 (meters)                     GEOID18
 DN5184  DYNAMIC HEIGHT  -        284.081 (meters)      932.02  (feet) COMP
 DN5184  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 DN5184
 DN5184  VERT ORDER      -  SECOND    CLASS I
 DN5184
 DN5184.The horizontal coordinates were determined by differentially corrected
 DN5184.hand held GPS observations or other comparable positioning techniques
 DN5184.and have an estimated accuracy of +/- 3 meters.
 DN5184
 DN5184.The orthometric height was determined by differential leveling and
 DN5184.adjusted by the WI DEPT OF TRANSP
 DN5184.in May 2012.
 DN5184
 DN5184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5184.GEOID18 height accuracy estimate available here.
 DN5184
 DN5184.Click photographs - Photos may exist for this station.
 DN5184
 DN5184.The dynamic height is computed by dividing the NAVD 88
 DN5184.geopotential number by the normal gravity value computed on the
 DN5184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5184.degrees latitude (g = 980.6199 gals.).
 DN5184
 DN5184.The modeled gravity was interpolated from observed gravity values.
 DN5184
 DN5184;                    North         East    Units  Estimated Accuracy
 DN5184;SPC WI N     -    70,588.0     399,020.7     MT  (+/- 3 meters HH1 GPS) 
 DN5184
 DN5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3230768838(NAD 83)
 DN5184
 DN5184                          SUPERSEDED SURVEY CONTROL
 DN5184
 DN5184.No superseded survey control is available for this station.
 DN5184
 DN5184_MARKER: DD = SURVEY DISK
 DN5184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5184_STAMPING: 7A05 2006
 DN5184_MARK LOGO: WIDT
 DN5184_PROJECTION: FLUSH
 DN5184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5184+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2009
 DN5184
 DN5184  HISTORY     - Date     Condition        Report By
 DN5184  HISTORY     - 2005     MONUMENTED       WIDT
 DN5184  HISTORY     - 20090521 GOOD             WIDT
 DN5184
 DN5184                          STATION DESCRIPTION
 DN5184
 DN5184'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5184'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5184'HIGHWAY M APPROXIMATELY 5 MI (8.0 KM) EAST OF THE VILLAGE OF
 DN5184'GRANTSBURG, GO WEST ON STATE HIGHWAY 70 FOR 0.5 MI (0.8 KM) TO NORTH
 DN5184'ALPHA DRIVE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 70 FOR 0.24 MI (0.4
 DN5184'KM) TO THE STATION ON THE RIGHT.
 DN5184'
 DN5184'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5184'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5184'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP, FLUSH WITH THE
 DN5184'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DN5184'PAVEMENT.
 DN5184'
 DN5184'THE STATION IS 13.1 M (43.0 FT) NORTH OF THE CENTERLINE OF STATE
 DN5184'HIGHWAY 70, 0.26 MI (0.4 KM) EAST OF COUNTY HIGHWAY Y, 46.5 M (152.6
 DN5184'FT) NORTHWEST OF A -SPEED LIMIT 40- WOODEN SIGN POST, 42.5 M (139.4
 DN5184'FT) WEST-NORTHWEST OF A -SPEED LIMIT 55- WOODEN SIGN POST, 27.0 M
 DN5184'(88.6 FT) SOUTHWEST OF A WHITE PLASTIC CORNER FENCE POST, 25.6 M (84.0
 DN5184'FT) EAST OF THE EXTENDED CENTERLINE OF THE WEST GRAVEL ENTRANCE TO THE
 DN5184'BURNETT DAIRY COOPERATIVE AT -11707-, 19.0 M (62.3 FT) SOUTH-SOUTHEAST
 DN5184'OF POWER POLE -73-21- WITH TWO GUY WIRES AND IS 1 M (3.3 FT) FROM
 DN5184'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5184'
 DN5184'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5184'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5185 ***********************************************************************
 DN5185  DESIGNATION -  7A06
 DN5185  PID         -  DN5185
 DN5185  STATE/COUNTY-  WI/BURNETT
 DN5185  COUNTRY     -  US
 DN5185  USGS QUAD   -  FALUN (2018)
 DN5185
 DN5185                         *CURRENT SURVEY CONTROL
 DN5185  ______________________________________________________________________
 DN5185* NAD 83(1986) POSITION- 45 46 19.7    (N) 092 32 27.2    (W)   HD_HELD2
 DN5185* NAVD 88 ORTHO HEIGHT -   290.316 (meters)      952.48  (feet) ADJUSTED
 DN5185  ______________________________________________________________________
 DN5185  GEOID HEIGHT    -        -26.846 (meters)                     GEOID18
 DN5185  DYNAMIC HEIGHT  -        290.333 (meters)      952.53  (feet) COMP
 DN5185  MODELED GRAVITY -    980,663.5   (mgal)                       NAVD 88
 DN5185
 DN5185  VERT ORDER      -  SECOND    CLASS I
 DN5185
 DN5185.The horizontal coordinates were established by autonomous hand held GPS
 DN5185.observations and have an estimated accuracy of +/- 10 meters.
 DN5185
 DN5185.The orthometric height was determined by differential leveling and
 DN5185.adjusted by the WI DEPT OF TRANSP
 DN5185.in May 2012.
 DN5185
 DN5185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5185.GEOID18 height accuracy estimate available here.
 DN5185
 DN5185.Click photographs - Photos may exist for this station.
 DN5185
 DN5185.The dynamic height is computed by dividing the NAVD 88
 DN5185.geopotential number by the normal gravity value computed on the
 DN5185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5185.degrees latitude (g = 980.6199 gals.).
 DN5185
 DN5185.The modeled gravity was interpolated from observed gravity values.
 DN5185
 DN5185;                    North         East    Units  Estimated Accuracy
 DN5185;SPC WI N     -    70,455.      402,408.      MT  (+/- 10 meters HH2 GPS)
 DN5185
 DN5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3569568833(NAD 83)
 DN5185
 DN5185                          SUPERSEDED SURVEY CONTROL
 DN5185
 DN5185.No superseded survey control is available for this station.
 DN5185
 DN5185_MARKER: DD = SURVEY DISK
 DN5185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5185_STAMPING: 7A06 2006
 DN5185_MARK LOGO: WIDT
 DN5185_PROJECTION: FLUSH
 DN5185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5185+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2009
 DN5185
 DN5185  HISTORY     - Date     Condition        Report By
 DN5185  HISTORY     - 2005     MONUMENTED       WIDT
 DN5185  HISTORY     - 20090521 GOOD             WIDT
 DN5185
 DN5185                          STATION DESCRIPTION
 DN5185
 DN5185'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5185'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5185'HIGHWAY M APPROXIMATELY 5 MI (8.0 KM) EAST OF THE VILLAGE OF
 DN5185'GRANTSBURG, GO EAST ON STATE HIGHWAY 70 FOR 1.0 MI (1.6 KM) TO LITTLE
 DN5185'WOOD LAKE ROAD RIGHT.  CONTINUE EAST ON STATE HIGHWAY 70 FOR 0.36 MI
 DN5185'(0.6 KM) TO THE STATION ON THE RIGHT.
 DN5185'
 DN5185'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5185'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5185'INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, FLUSH WITH THE
 DN5185'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5185'THE STATION IS 18.0 M (59.1 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5185'HIGHWAY 70, 0.62 MI (1.0 KM) WEST OF RANGE LINE ROAD NORTH AND COUNTY
 DN5185'HIGHWAY WEST SOUTH, 66.0 M (216.5 FT) SOUTHWEST OF POWER POLE -G-24-,
 DN5185'54.5 M (178.8 FT) SOUTHEAST OF POWER POLE -G-25-, 6.0 M (19.7 FT)
 DN5185'NORTHEAST OF A METAL RIGHT-OF-WAY POST, 4.5 M (14.8 FT) NORTHEAST OF
 DN5185'THE WEST WOODEN FENCE POST OF TWO WITH A WOOD BRACE, 2.3 M (7.5 FT)
 DN5185'NORTH OF A BARBED WIRE FENCE AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5185'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5185'
 DN5185'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5185'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5187 ***********************************************************************
 DN5187  DESIGNATION -  7A07
 DN5187  PID         -  DN5187
 DN5187  STATE/COUNTY-  WI/BURNETT
 DN5187  COUNTRY     -  US
 DN5187  USGS QUAD   -  FALUN (2018)
 DN5187
 DN5187                         *CURRENT SURVEY CONTROL
 DN5187  ______________________________________________________________________
 DN5187* NAD 83(1986) POSITION- 45 46 19.17   (N) 092 30 52.98   (W)   HD_HELD1
 DN5187* NAVD 88 ORTHO HEIGHT -   302.968 (meters)      993.99  (feet) ADJUSTED
 DN5187  ______________________________________________________________________
 DN5187  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 DN5187  DYNAMIC HEIGHT  -        302.986 (meters)      994.05  (feet) COMP
 DN5187  MODELED GRAVITY -    980,663.1   (mgal)                       NAVD 88
 DN5187
 DN5187  VERT ORDER      -  SECOND    CLASS I
 DN5187
 DN5187.The horizontal coordinates were determined by differentially corrected
 DN5187.hand held GPS observations or other comparable positioning techniques
 DN5187.and have an estimated accuracy of +/- 3 meters.
 DN5187
 DN5187.The orthometric height was determined by differential leveling and
 DN5187.adjusted by the WI DEPT OF TRANSP
 DN5187.in May 2012.
 DN5187
 DN5187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5187.GEOID18 height accuracy estimate available here.
 DN5187
 DN5187.Click photographs - Photos may exist for this station.
 DN5187
 DN5187.The dynamic height is computed by dividing the NAVD 88
 DN5187.geopotential number by the normal gravity value computed on the
 DN5187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5187.degrees latitude (g = 980.6199 gals.).
 DN5187
 DN5187.The modeled gravity was interpolated from observed gravity values.
 DN5187
 DN5187;                    North         East    Units  Estimated Accuracy
 DN5187;SPC WI N     -    70,374.0     404,441.9     MT  (+/- 3 meters HH1 GPS) 
 DN5187
 DN5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3773068829(NAD 83)
 DN5187
 DN5187                          SUPERSEDED SURVEY CONTROL
 DN5187
 DN5187.No superseded survey control is available for this station.
 DN5187
 DN5187_MARKER: DD = SURVEY DISK
 DN5187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5187_STAMPING: 7A07 2006
 DN5187_MARK LOGO: WIDT
 DN5187_PROJECTION: FLUSH
 DN5187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5187+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2009
 DN5187
 DN5187  HISTORY     - Date     Condition        Report By
 DN5187  HISTORY     - 2005     MONUMENTED       WIDT
 DN5187  HISTORY     - 20090521 GOOD             WIDT
 DN5187
 DN5187                          STATION DESCRIPTION
 DN5187
 DN5187'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5187'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5187'HIGHWAY WEST SOUTH AND RANGE LINE ROAD NORTH IN THE COMMUNITY OF FALUN
 DN5187'AND APPROXIMATELY 7 MI (11.3 KM) EAST OF THE VILLAGE OF GRANTSBURG, GO
 DN5187'EAST ON STATE HIGHWAY 70 FOR 0.4 MI (0.6 KM) TO CHURCH ROAD LEFT.
 DN5187'CONTINUE EAST ON STATE HIGHWAY 70 FOR 0.20 MI (0.3 KM) TO THE STATION
 DN5187'ON THE LEFT.
 DN5187'
 DN5187'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5187'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5187'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5187'GROUND AND APPROXIMATELY 2 M (6.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5187'THE STATION IS 16.5 M (54.1 FT) NORTH OF THE CENTERLINE OF STATE
 DN5187'HIGHWAY 70, 55 M (180.4 FT) WEST OF THE EXTENDED CENTERLINE OF EMIL
 DN5187'FINK ROAD AND THE EAST GRAVEL ENTRANCE TO JOHNSON LUMBER COMPANY, 43.0
 DN5187'M (141.1 FT) WEST OF POWER POLE -74-211- WITH ONE GUY WIRE AND WIRES
 DN5187'CROSSING OVER THE HIGHWAY, 32.5 M (106.6 FT) NORTHEAST OF A -DEER
 DN5187'CROSSING- WOODEN SIGN POST, 31.5 M (103.3 FT) EAST OF POWER POLE
 DN5187'-74-209-, 21.0 M (68.9 FT) SOUTH OF THE CENTERLINE OF THE GRAVEL
 DN5187'ENTRANCE ROAD TO JOHNSON LUMBER COMPANY AND IS 1 M (3.3 FT) FROM THREE
 DN5187'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5187'
 DN5187'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5187'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5303 ***********************************************************************
 DN5303  DESIGNATION -  7B01
 DN5303  PID         -  DN5303
 DN5303  STATE/COUNTY-  WI/POLK
 DN5303  COUNTRY     -  US
 DN5303  USGS QUAD   -  LUCK (2018)
 DN5303
 DN5303                         *CURRENT SURVEY CONTROL
 DN5303  ______________________________________________________________________
 DN5303* NAD 83(1986) POSITION- 45 34 39.2    (N) 092 27 43.1    (W)   HD_HELD2
 DN5303* NAVD 88 ORTHO HEIGHT -   378.708 (meters)     1242.48  (feet) ADJUSTED
 DN5303  ______________________________________________________________________
 DN5303  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 DN5303  DYNAMIC HEIGHT  -        378.710 (meters)     1242.48  (feet) COMP
 DN5303  MODELED GRAVITY -    980,610.0   (mgal)                       NAVD 88
 DN5303
 DN5303  VERT ORDER      -  SECOND    CLASS I
 DN5303
 DN5303.The horizontal coordinates were established by autonomous hand held GPS
 DN5303.observations and have an estimated accuracy of +/- 10 meters.
 DN5303
 DN5303.The orthometric height was determined by differential leveling and
 DN5303.adjusted by the WI DEPT OF TRANSP
 DN5303.in May 2012.
 DN5303
 DN5303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5303.GEOID18 height accuracy estimate available here.
 DN5303
 DN5303.Click photographs - Photos may exist for this station.
 DN5303
 DN5303.The dynamic height is computed by dividing the NAVD 88
 DN5303.geopotential number by the normal gravity value computed on the
 DN5303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5303.degrees latitude (g = 980.6199 gals.).
 DN5303
 DN5303.The modeled gravity was interpolated from observed gravity values.
 DN5303
 DN5303;                    North         East    Units  Estimated Accuracy
 DN5303;SPC WI C     -   196,738.      407,868.      MT  (+/- 10 meters HH2 GPS)
 DN5303
 DN5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4197647253(NAD 83)
 DN5303
 DN5303                          SUPERSEDED SURVEY CONTROL
 DN5303
 DN5303.No superseded survey control is available for this station.
 DN5303
 DN5303_MARKER: DD = SURVEY DISK
 DN5303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5303_STAMPING: 7B01 2006
 DN5303_MARK LOGO: WIDT
 DN5303_PROJECTION: FLUSH
 DN5303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5303+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2010
 DN5303
 DN5303  HISTORY     - Date     Condition        Report By
 DN5303  HISTORY     - 2005     MONUMENTED       WIDT
 DN5303  HISTORY     - 20100330 GOOD             WIDT
 DN5303
 DN5303                          STATION DESCRIPTION
 DN5303
 DN5303'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5303'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5303'HIGHWAY 48 ON THE WEST SIDE OF THE VILLAGE OF LUCK, GO EAST ON STATE
 DN5303'HIGHWAY 48 (FIRST STREET AND NORTH AVENUE) FOR 1.1 MI (1.8 KM) TO PINE
 DN5303'STREET RIGHT.  CONTINUE EAST ON STATE HIGHWAY 48 FOR 0.25 MI (0.4 KM)
 DN5303'TO THE STATION ON THE RIGHT.
 DN5303'
 DN5303'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5303'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5303'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5303'GROUND AND APPROXIMATELY 1.2 M (3.9 FT) LOWER THAN THE HIGHWAY
 DN5303'PAVEMENT.
 DN5303'
 DN5303'THE STATION IS 11.6 M (38.1 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DN5303'HIGHWAY 48, 12.9 M (42.3 FT) WEST OF THE TOP CENTER OF A RED FIRE
 DN5303'HYDRANT, 10.8 M (35.4 FT) NORTHWEST OF THE NORTHWEST EDGE OF A
 DN5303'CUL-DE-SAC, 9.2 M (30.2 FT) WEST-NORTHWEST OF THE TOP CENTER OF
 DN5303'TELEPHONE PEDESTAL -LP2 4-13A-, 5.0 M (16.4 FT) WEST-NORTHWEST OF THE
 DN5303'TOP CENTER OF A GREEN ELECTRICAL BOX -3CC23- AND IS 1 M (3.3 FT) FROM
 DN5303'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5303'
 DN5303'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5303'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5302 ***********************************************************************
 DN5302  DESIGNATION -  7B02
 DN5302  PID         -  DN5302
 DN5302  STATE/COUNTY-  WI/POLK
 DN5302  COUNTRY     -  US
 DN5302  USGS QUAD   -  LUCK (2018)
 DN5302
 DN5302                         *CURRENT SURVEY CONTROL
 DN5302  ______________________________________________________________________
 DN5302* NAD 83(1986) POSITION- 45 35 01.0    (N) 092 25 31.4    (W)   HD_HELD2
 DN5302* NAVD 88 ORTHO HEIGHT -   401.365 (meters)     1316.81  (feet) ADJUSTED
 DN5302  ______________________________________________________________________
 DN5302  GEOID HEIGHT    -        -27.711 (meters)                     GEOID18
 DN5302  DYNAMIC HEIGHT  -        401.366 (meters)     1316.82  (feet) COMP
 DN5302  MODELED GRAVITY -    980,603.7   (mgal)                       NAVD 88
 DN5302
 DN5302  VERT ORDER      -  SECOND    CLASS I
 DN5302
 DN5302.The horizontal coordinates were established by autonomous hand held GPS
 DN5302.observations and have an estimated accuracy of +/- 10 meters.
 DN5302
 DN5302.The orthometric height was determined by differential leveling and
 DN5302.adjusted by the WI DEPT OF TRANSP
 DN5302.in May 2012.
 DN5302
 DN5302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5302.GEOID18 height accuracy estimate available here.
 DN5302
 DN5302.Click photographs - Photos may exist for this station.
 DN5302
 DN5302.The dynamic height is computed by dividing the NAVD 88
 DN5302.geopotential number by the normal gravity value computed on the
 DN5302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5302.degrees latitude (g = 980.6199 gals.).
 DN5302
 DN5302.The modeled gravity was interpolated from observed gravity values.
 DN5302
 DN5302;                    North         East    Units  Estimated Accuracy
 DN5302;SPC WI C     -   197,325.      410,742.      MT  (+/- 10 meters HH2 GPS)
 DN5302
 DN5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4482647946(NAD 83)
 DN5302
 DN5302                          SUPERSEDED SURVEY CONTROL
 DN5302
 DN5302.No superseded survey control is available for this station.
 DN5302
 DN5302_MARKER: DD = SURVEY DISK
 DN5302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5302_STAMPING: 7B02 2006
 DN5302_MARK LOGO: WIDT
 DN5302_PROJECTION: FLUSH
 DN5302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5302+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DN5302
 DN5302  HISTORY     - Date     Condition        Report By
 DN5302  HISTORY     - 2005     MONUMENTED       WIDT
 DN5302  HISTORY     - 20100331 GOOD             WIDT
 DN5302
 DN5302                          STATION DESCRIPTION
 DN5302
 DN5302'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5302'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5302'HIGHWAY 48 ON THE WEST SIDE OF THE VILLAGE OF LUCK, GO EAST ON STATE
 DN5302'HIGHWAY 48 (FIRST AVENUE AND NORTH AVENUE) FOR 2.2 MI (3.5 KM) TO
 DN5302'140TH STREET.  CONTINUE EAST ON STATE HIGHWAY 48 FOR 1.1 MI (1.8 KM)
 DN5302'TO THE STATION ON THE LEFT.
 DN5302'
 DN5302'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5302'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5302'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5302'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5302'PAVEMENT.
 DN5302'
 DN5302'THE STATION IS 12.4 M (40.7 FT) NORTH OF THE CENTERLINE OF STATE
 DN5302'HIGHWAY 48, 59.7 M (195.9 FT) EAST OF THE CENTERLINE OF PRIVATE
 DN5302'ENTRANCE -1293-, 23.1 M (75.8 FT) SOUTHEAST OF POWER POLE -7407EE72-,
 DN5302'21.7 M (71.2 FT) WEST OF THE CENTERLINE OF A PRIVATE ENTRANCE, 17.4 M
 DN5302'(57.1 FT) WEST-NORTHWEST OF THE TOP CENTER OF THE WEST END OF A 45 CM
 DN5302'(18 INCH) METAL CULVERT AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5302'T-POSTS SURROUNDING THE STATION.
 DN5302'
 DN5302'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5302'QUADRANTS EXTENDING TO 70 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DN5302'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5301 ***********************************************************************
 DN5301  DESIGNATION -  7B03
 DN5301  PID         -  DN5301
 DN5301  STATE/COUNTY-  WI/POLK
 DN5301  COUNTRY     -  US
 DN5301  USGS QUAD   -  BIG ROUND LAKE (2018)
 DN5301
 DN5301                         *CURRENT SURVEY CONTROL
 DN5301  ______________________________________________________________________
 DN5301* NAD 83(1986) POSITION- 45 34 56.8    (N) 092 21 17.6    (W)   HD_HELD2
 DN5301* NAVD 88 ORTHO HEIGHT -   355.500 (meters)     1166.34  (feet) ADJUSTED
 DN5301  ______________________________________________________________________
 DN5301  GEOID HEIGHT    -        -28.029 (meters)                     GEOID18
 DN5301  DYNAMIC HEIGHT  -        355.494 (meters)     1166.32  (feet) COMP
 DN5301  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 DN5301
 DN5301  VERT ORDER      -  SECOND    CLASS I
 DN5301
 DN5301.The horizontal coordinates were established by autonomous hand held GPS
 DN5301.observations and have an estimated accuracy of +/- 10 meters.
 DN5301
 DN5301.The orthometric height was determined by differential leveling and
 DN5301.adjusted by the WI DEPT OF TRANSP
 DN5301.in May 2012.
 DN5301
 DN5301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5301.GEOID18 height accuracy estimate available here.
 DN5301
 DN5301.Click photographs - Photos may exist for this station.
 DN5301
 DN5301.The dynamic height is computed by dividing the NAVD 88
 DN5301.geopotential number by the normal gravity value computed on the
 DN5301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5301.degrees latitude (g = 980.6199 gals.).
 DN5301
 DN5301.The modeled gravity was interpolated from observed gravity values.
 DN5301
 DN5301;                    North         East    Units  Estimated Accuracy
 DN5301;SPC WI C     -   197,033.      416,238.      MT  (+/- 10 meters HH2 GPS)
 DN5301
 DN5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5032647858(NAD 83)
 DN5301
 DN5301                          SUPERSEDED SURVEY CONTROL
 DN5301
 DN5301.No superseded survey control is available for this station.
 DN5301
 DN5301_MARKER: DD = SURVEY DISK
 DN5301_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5301_SP_SET: BRIDGE ABUTMENT
 DN5301_STAMPING: 7B03 2006
 DN5301_MARK LOGO: WIDT
 DN5301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5301+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DN5301
 DN5301  HISTORY     - Date     Condition        Report By
 DN5301  HISTORY     - 2005     MONUMENTED       WIDT
 DN5301  HISTORY     - 20100331 GOOD             WIDT
 DN5301
 DN5301                          STATION DESCRIPTION
 DN5301
 DN5301'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5301'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN5301'HIGHWAY I, APPROXIMATELY 5 MI (8.0 KM) EAST OF THE VILLAGE OF LUCK, GO
 DN5301'EAST ON STATE HIGHWAY 48 FOR 1.5 MI (2.4 KM) TO 95TH STREET RIGHT.
 DN5301'CONTINUE EAST ON STATE HIGHWAY 48 FOR 50 M (164.0 FT) TO A 4.4 M (14.4
 DN5301'FT) WIDE BRIDGE -C-48-5-89- OVER THE STRAIGHT RIVER AND THE STATION ON
 DN5301'THE RIGHT.
 DN5301'
 DN5301'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5301'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5301'THE SOUTH END OF THE EAST BRIDGE ABUTMENT AND APPROXIMATELY LEVEL WITH
 DN5301'THE HIGHWAY PAVEMENT.
 DN5301'
 DN5301'THE STATION IS 6.3 M (20.7 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5301'HIGHWAY 48, 47.9 M (157.2 FT) EAST OF THE CENTERLINE OF 95TH STREET,
 DN5301'23.4 M (76.8 FT) WEST OF A NO PASSING ZONE SIGN POST, 7.9 M (25.9 FT)
 DN5301'EAST OF A -STRAIGHT RIVER- SIGN POST, 36 CM (14 INCHES) EAST OF THE
 DN5301'WEST EDGE OF THE EASTERN ABUTMENT, 31 CM (12 INCHES) SOUTH OF THE
 DN5301'SOUTH END OF THE BRIDGE SPAN AND 1.5 M (4.9 FT) NORTHWEST OF A WHITE
 DN5301'PLASTIC WITNESS POST.
 DN5301'
 DN5301'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5301'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5300 ***********************************************************************
 DN5300  DESIGNATION -  7B04
 DN5300  PID         -  DN5300
 DN5300  STATE/COUNTY-  WI/POLK
 DN5300  COUNTRY     -  US
 DN5300  USGS QUAD   -  BIG ROUND LAKE (2018)
 DN5300
 DN5300                         *CURRENT SURVEY CONTROL
 DN5300  ______________________________________________________________________
 DN5300* NAD 83(1986) POSITION- 45 34 55.9    (N) 092 19 19.9    (W)   HD_HELD2
 DN5300* NAVD 88 ORTHO HEIGHT -   371.771 (meters)     1219.72  (feet) ADJUSTED
 DN5300  ______________________________________________________________________
 DN5300  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 DN5300  DYNAMIC HEIGHT  -        371.763 (meters)     1219.69  (feet) COMP
 DN5300  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 DN5300
 DN5300  VERT ORDER      -  SECOND    CLASS I
 DN5300
 DN5300.The horizontal coordinates were established by autonomous hand held GPS
 DN5300.observations and have an estimated accuracy of +/- 10 meters.
 DN5300
 DN5300.The orthometric height was determined by differential leveling and
 DN5300.adjusted by the WI DEPT OF TRANSP
 DN5300.in May 2012.
 DN5300
 DN5300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5300.GEOID18 height accuracy estimate available here.
 DN5300
 DN5300.Click photographs - Photos may exist for this station.
 DN5300
 DN5300.The dynamic height is computed by dividing the NAVD 88
 DN5300.geopotential number by the normal gravity value computed on the
 DN5300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5300.degrees latitude (g = 980.6199 gals.).
 DN5300
 DN5300.The modeled gravity was interpolated from observed gravity values.
 DN5300
 DN5300;                    North         East    Units  Estimated Accuracy
 DN5300;SPC WI C     -   196,932.      418,788.      MT  (+/- 10 meters HH2 GPS)
 DN5300
 DN5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5287747851(NAD 83)
 DN5300
 DN5300                          SUPERSEDED SURVEY CONTROL
 DN5300
 DN5300.No superseded survey control is available for this station.
 DN5300
 DN5300_MARKER: DD = SURVEY DISK
 DN5300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5300_STAMPING: 7B04 2006
 DN5300_MARK LOGO: WIDT
 DN5300_PROJECTION: FLUSH
 DN5300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5300+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DN5300
 DN5300  HISTORY     - Date     Condition        Report By
 DN5300  HISTORY     - 2005     MONUMENTED       WIDT
 DN5300  HISTORY     - 20100331 GOOD             WIDT
 DN5300
 DN5300                          STATION DESCRIPTION
 DN5300
 DN5300'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5300'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN5300'HIGHWAY I, APPROXIMATELY 5 MI (8.0 KM) EAST OF THE VILLAGE OF LUCK, GO
 DN5300'EAST ON STATE HIGHWAY 48 FOR 3.0 MI (4.8 KM) TO COUNTY HIGHWAY O LEFT.
 DN5300'CONTINUE EAST ON STATE HIGHWAY 48 FOR 0.1 MI (0.2 KM) TO THE STATION
 DN5300'ON THE RIGHT.
 DN5300'
 DN5300'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5300'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5300'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5300'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5300'
 DN5300'THE STATION IS 15.9 M (52.2 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5300'HIGHWAY 48, 0.1 MI (0.2 KM) WEST OF 260TH AVENUE, 70.9 M (232.6 FT)
 DN5300'SOUTHWEST OF A -JCT COUNTY O- SIGN POST, 7.8 M (25.6 FT) NORTHWEST OF
 DN5300'A WOODEN CORNER FENCE POST, 4.2 M (13.8 FT) NORTH OF A WIRE FENCE AND
 DN5300'IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5300'STATION.
 DN5300'
 DN5300'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5300'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5299 ***********************************************************************
 DN5299  DESIGNATION -  7B05
 DN5299  PID         -  DN5299
 DN5299  STATE/COUNTY-  WI/POLK
 DN5299  COUNTRY     -  US
 DN5299  USGS QUAD   -  BIG ROUND LAKE (2018)
 DN5299
 DN5299                         *CURRENT SURVEY CONTROL
 DN5299  ______________________________________________________________________
 DN5299* NAD 83(1986) POSITION- 45 34 07.5    (N) 092 15 27.4    (W)   HD_HELD2
 DN5299* NAVD 88 ORTHO HEIGHT -   362.308 (meters)     1188.67  (feet) ADJUSTED
 DN5299  ______________________________________________________________________
 DN5299  GEOID HEIGHT    -        -28.556 (meters)                     GEOID18
 DN5299  DYNAMIC HEIGHT  -        362.296 (meters)     1188.63  (feet) COMP
 DN5299  MODELED GRAVITY -    980,573.9   (mgal)                       NAVD 88
 DN5299
 DN5299  VERT ORDER      -  SECOND    CLASS I
 DN5299
 DN5299.The horizontal coordinates were established by autonomous hand held GPS
 DN5299.observations and have an estimated accuracy of +/- 10 meters.
 DN5299
 DN5299.The orthometric height was determined by differential leveling and
 DN5299.adjusted by the WI DEPT OF TRANSP
 DN5299.in May 2012.
 DN5299
 DN5299.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5299.GEOID18 height accuracy estimate available here.
 DN5299
 DN5299.Click photographs - Photos may exist for this station.
 DN5299
 DN5299.The dynamic height is computed by dividing the NAVD 88
 DN5299.geopotential number by the normal gravity value computed on the
 DN5299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5299.degrees latitude (g = 980.6199 gals.).
 DN5299
 DN5299.The modeled gravity was interpolated from observed gravity values.
 DN5299
 DN5299;                    North         East    Units  Estimated Accuracy
 DN5299;SPC WI C     -   195,296.      423,785.      MT  (+/- 10 meters HH2 GPS)
 DN5299
 DN5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5792946402(NAD 83)
 DN5299
 DN5299                          SUPERSEDED SURVEY CONTROL
 DN5299
 DN5299.No superseded survey control is available for this station.
 DN5299
 DN5299_MARKER: DD = SURVEY DISK
 DN5299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5299_STAMPING: 7B05 2006
 DN5299_MARK LOGO: WIDT
 DN5299_PROJECTION: FLUSH
 DN5299_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5299+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DN5299
 DN5299  HISTORY     - Date     Condition        Report By
 DN5299  HISTORY     - 2005     MONUMENTED       WIDT
 DN5299  HISTORY     - 20100331 GOOD             WIDT
 DN5299
 DN5299                          STATION DESCRIPTION
 DN5299
 DN5299'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5299'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN5299'HIGHWAY EAST NORTH APPROXIMATELY 1 MI (1.6 KM) WEST OF THE POLK-BARRON
 DN5299'COUNTY LINE, GO WEST ON STATE HIGHWAY 48 AND COUNTY HIGHWAY EAST FOR
 DN5299'3.1 MI (5.0 KM) TO 40TH STREET.  CONTINUE WEST ON STATE HIGHWAY 48 AND
 DN5299'COUNTY HIGHWAY EAST FOR 0.95 MI (1.5 KM) TO THE STATION ON THE RIGHT.
 DN5299'
 DN5299'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5299'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5299'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5299'GROUND AND APPROXIMATELY 0.8 M (2.6 FT) LOWER THAN THE HIGHWAY
 DN5299'PAVEMENT.
 DN5299'
 DN5299'THE STATION IS 19.1 M (62.7 FT) NORTH OF THE CENTERLINE OF STATE
 DN5299'HIGHWAY 48 AND COUNTY HIGHWAY EAST, APPROXIMATELY 1.5 MI (2.4 KM) EAST
 DN5299'OF COUNTY HIGHWAY EAST SOUTH, APPROXIMATELY 95.5 M (313.3 FT) EAST OF
 DN5299'THE CENTERLINE OF A FIELD ENTRANCE, 42.1 M (138.1 FT) NORTH-NORTHEAST
 DN5299'OF POWER POLE -7410AA25- WITH ONE GUY WIRE AND NEAR A YELLOW
 DN5299'RIGHT-OF-WAY POST, 40.4 M (132.5 FT) WEST OF THE EXTENDED CENTERLINE
 DN5299'OF PRIVATE ENTRANCE -492-, 35.1 M (115.2 FT) WEST-SOUTHWEST OF THE TOP
 DN5299'CENTER OF TELEPHONE PEDESTAL NUMBER BASS 7000 4 WITH AN ORANGE WARNING
 DN5299'SIGN POST NEARBY, 11.4 M (37.4 FT) SOUTH OF A METAL FENCE AND IS 1 M
 DN5299'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5299'
 DN5299'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5299'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5298 ***********************************************************************
 DN5298  DESIGNATION -  7B06
 DN5298  PID         -  DN5298
 DN5298  STATE/COUNTY-  WI/POLK
 DN5298  COUNTRY     -  US
 DN5298  USGS QUAD   -  MCKINLEY (2018)
 DN5298
 DN5298                         *CURRENT SURVEY CONTROL
 DN5298  ______________________________________________________________________
 DN5298* NAD 83(1986) POSITION- 45 34 05.6    (N) 092 12 57.5    (W)   HD_HELD2
 DN5298* NAVD 88 ORTHO HEIGHT -   376.098 (meters)     1233.91  (feet) ADJUSTED
 DN5298  ______________________________________________________________________
 DN5298  GEOID HEIGHT    -        -28.791 (meters)                     GEOID18
 DN5298  DYNAMIC HEIGHT  -        376.080 (meters)     1233.86  (feet) COMP
 DN5298  MODELED GRAVITY -    980,557.6   (mgal)                       NAVD 88
 DN5298
 DN5298  VERT ORDER      -  SECOND    CLASS I
 DN5298
 DN5298.The horizontal coordinates were established by autonomous hand held GPS
 DN5298.observations and have an estimated accuracy of +/- 10 meters.
 DN5298
 DN5298.The orthometric height was determined by differential leveling and
 DN5298.adjusted by the WI DEPT OF TRANSP
 DN5298.in May 2012.
 DN5298
 DN5298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5298.GEOID18 height accuracy estimate available here.
 DN5298
 DN5298.Click photographs - Photos may exist for this station.
 DN5298
 DN5298.The dynamic height is computed by dividing the NAVD 88
 DN5298.geopotential number by the normal gravity value computed on the
 DN5298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5298.degrees latitude (g = 980.6199 gals.).
 DN5298
 DN5298.The modeled gravity was interpolated from observed gravity values.
 DN5298
 DN5298;                    North         East    Units  Estimated Accuracy
 DN5298;SPC WI C     -   195,148.      427,032.      MT  (+/- 10 meters HH2 GPS)
 DN5298
 DN5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6117946374(NAD 83)
 DN5298
 DN5298                          SUPERSEDED SURVEY CONTROL
 DN5298
 DN5298.No superseded survey control is available for this station.
 DN5298
 DN5298_MARKER: DD = SURVEY DISK
 DN5298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5298_STAMPING: 7B06 2006
 DN5298_MARK LOGO: WIDT
 DN5298_PROJECTION: FLUSH
 DN5298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5298+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2010
 DN5298
 DN5298  HISTORY     - Date     Condition        Report By
 DN5298  HISTORY     - 2005     MONUMENTED       WIDT
 DN5298  HISTORY     - 20100329 GOOD             WIDT
 DN5298
 DN5298                          STATION DESCRIPTION
 DN5298
 DN5298'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5298'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN5298'HIGHWAY EAST NORTH APPROXIMATELY 1 MI (1.6 KM) WEST OF THE POLK-BARRON
 DN5298'COUNTY LINE, GO WEST ON STATE HIGHWAY 48 AND COUNTY HIGHWAY EAST FOR
 DN5298'1.0 MI (1.6 KM) TO 20TH STREET.  CONTINUE WEST ON STATE HIGHWAY 48 AND
 DN5298'COUNTY HIGHWAY EAST FOR 0.95 MI (1.5 KM) TO THE STATION ON THE RIGHT.
 DN5298'
 DN5298'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5298'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5298'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP, FLUSH WITH THE
 DN5298'GROUND AND APPROXIMATELY 0.9 M (3.0 FT) LOWER THAN THE HIGHWAY
 DN5298'PAVEMENT.
 DN5298'
 DN5298'THE STATION IS 9.4 M (30.8 FT) NORTH OF THE CENTERLINE OF STATE
 DN5298'HIGHWAY 48 AND COUNTY HIGHWAY EAST, APPROXIMATELY 103 M (337.9 FT)
 DN5298'EAST OF THE CENTERLINE OF 30TH STREET, 63.9 M (209.6 FT)
 DN5298'EAST-NORTHEAST OF AN -ADOPT-A-HIGHWAY- SIGN POST, 63.5 M (208.3 FT)
 DN5298'NORTHEAST OF POWER POLE -AFC 54-, 54.0 M (177.2 FT) NORTHWEST OF POWER
 DN5298'POLE -7410AA64-, 5.3 M (17.4 FT) SOUTH OF A CULTIVATED FIELD AND IS 1
 DN5298'M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5298'
 DN5298'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5298'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5142 ***********************************************************************
 DN5142  DESIGNATION -  7B07
 DN5142  PID         -  DN5142
 DN5142  STATE/COUNTY-  WI/BARRON
 DN5142  COUNTRY     -  US
 DN5142  USGS QUAD   -  MCKINLEY (2018)
 DN5142
 DN5142                         *CURRENT SURVEY CONTROL
 DN5142  ______________________________________________________________________
 DN5142* NAD 83(1986) POSITION- 45 34 56.6    (N) 092 08 38.0    (W)   HD_HELD2
 DN5142* NAVD 88 ORTHO HEIGHT -   400.599 (meters)     1314.30  (feet) ADJUSTED
 DN5142  ______________________________________________________________________
 DN5142  GEOID HEIGHT    -        -29.114 (meters)                     GEOID18
 DN5142  DYNAMIC HEIGHT  -        400.570 (meters)     1314.20  (feet) COMP
 DN5142  MODELED GRAVITY -    980,532.0   (mgal)                       NAVD 88
 DN5142
 DN5142  VERT ORDER      -  SECOND    CLASS I
 DN5142
 DN5142.The horizontal coordinates were established by autonomous hand held GPS
 DN5142.observations and have an estimated accuracy of +/- 10 meters.
 DN5142
 DN5142.The orthometric height was determined by differential leveling and
 DN5142.adjusted by the WI DEPT OF TRANSP
 DN5142.in May 2012.
 DN5142
 DN5142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5142.GEOID18 height accuracy estimate available here.
 DN5142
 DN5142.Click photographs - Photos may exist for this station.
 DN5142
 DN5142.The dynamic height is computed by dividing the NAVD 88
 DN5142.geopotential number by the normal gravity value computed on the
 DN5142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5142.degrees latitude (g = 980.6199 gals.).
 DN5142
 DN5142.The modeled gravity was interpolated from observed gravity values.
 DN5142
 DN5142;                    North         East    Units  Estimated Accuracy
 DN5142;SPC WI C     -   196,571.      432,699.      MT  (+/- 10 meters HH2 GPS)
 DN5142
 DN5142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6678748006(NAD 83)
 DN5142
 DN5142                          SUPERSEDED SURVEY CONTROL
 DN5142
 DN5142.No superseded survey control is available for this station.
 DN5142
 DN5142_MARKER: DD = SURVEY DISK
 DN5142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5142_STAMPING: 7B07 2006
 DN5142_MARK LOGO: WIDT
 DN5142_PROJECTION: FLUSH
 DN5142_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5142+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2010
 DN5142
 DN5142  HISTORY     - Date     Condition        Report By
 DN5142  HISTORY     - 2005     MONUMENTED       WIDT
 DN5142  HISTORY     - 20100324 GOOD             WIDT
 DN5142
 DN5142                          STATION DESCRIPTION
 DN5142
 DN5142'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5142'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DN5142'HIGHWAY 48 APPROXIMATELY 1 MI (1.6 KM) WEST OF THE CITY OF CUMBERLAND,
 DN5142'GO NORTHWEST ON STATE HIGHWAY 48 FOR 4.1 MI (6.6 KM) TO SECOND STREET
 DN5142'RIGHT.  TURN RIGHT AND GO NORTH ON SECOND STREET FOR 1.5 MI (2.4 KM)
 DN5142'TO 26TH AVENUE LEFT.  TURN LEFT AND GO WEST ON 26TH AVENUE FOR 1.0 MI
 DN5142'(1.6 KM) TO FIRST STREET RIGHT.  CONTINUE WEST ON 26TH AVENUE FOR 0.5
 DN5142'MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DN5142'
 DN5142'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5142'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5142'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5142'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5142'
 DN5142'THE STATION IS 7.7 M (25.3 FT) NORTH OF THE CENTERLINE OF 26TH AVENUE,
 DN5142'APPROXIMATELY 0.5 MI (0.8 KM) EAST OF POLK/BARRON STREET AND THE
 DN5142'BARRON-POLK COUNTY LINE, 27.7 M (90.9 FT) NORTHEAST OF A POWER POLE
 DN5142'WITH GUY WIRE AND POWER LINES DIAGONALLY CROSSING OVER THE ROAD, 17.4
 DN5142'M (57.1 FT) EAST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE AND IS
 DN5142'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5142'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5142'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5141 ***********************************************************************
 DN5141  DESIGNATION -  7B08
 DN5141  PID         -  DN5141
 DN5141  STATE/COUNTY-  WI/BARRON
 DN5141  COUNTRY     -  US
 DN5141  USGS QUAD   -  CUMBERLAND (2018)
 DN5141
 DN5141                         *CURRENT SURVEY CONTROL
 DN5141  ______________________________________________________________________
 DN5141* NAD 83(1986) POSITION- 45 34 56.5    (N) 092 06 54.3    (W)   HD_HELD2
 DN5141* NAVD 88 ORTHO HEIGHT -   411.036 (meters)     1348.54  (feet) ADJUSTED
 DN5141  ______________________________________________________________________
 DN5141  GEOID HEIGHT    -        -29.267 (meters)                     GEOID18
 DN5141  DYNAMIC HEIGHT  -        411.002 (meters)     1348.43  (feet) COMP
 DN5141  MODELED GRAVITY -    980,520.9   (mgal)                       NAVD 88
 DN5141
 DN5141  VERT ORDER      -  SECOND    CLASS I
 DN5141
 DN5141.The horizontal coordinates were established by autonomous hand held GPS
 DN5141.observations and have an estimated accuracy of +/- 10 meters.
 DN5141
 DN5141.The orthometric height was determined by differential leveling and
 DN5141.adjusted by the WI DEPT OF TRANSP
 DN5141.in May 2012.
 DN5141
 DN5141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5141.GEOID18 height accuracy estimate available here.
 DN5141
 DN5141.Click photographs - Photos may exist for this station.
 DN5141
 DN5141.The dynamic height is computed by dividing the NAVD 88
 DN5141.geopotential number by the normal gravity value computed on the
 DN5141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5141.degrees latitude (g = 980.6199 gals.).
 DN5141
 DN5141.The modeled gravity was interpolated from observed gravity values.
 DN5141
 DN5141;                    North         East    Units  Estimated Accuracy
 DN5141;SPC WI C     -   196,509.      434,946.      MT  (+/- 10 meters HH2 GPS)
 DN5141
 DN5141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6903448027(NAD 83)
 DN5141
 DN5141                          SUPERSEDED SURVEY CONTROL
 DN5141
 DN5141.No superseded survey control is available for this station.
 DN5141
 DN5141_MARKER: DD = SURVEY DISK
 DN5141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5141_STAMPING: 7B08 2006
 DN5141_MARK LOGO: WIDT
 DN5141_PROJECTION: FLUSH
 DN5141_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5141+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2010
 DN5141
 DN5141  HISTORY     - Date     Condition        Report By
 DN5141  HISTORY     - 2005     MONUMENTED       WIDT
 DN5141  HISTORY     - 20100324 GOOD             WIDT
 DN5141
 DN5141                          STATION DESCRIPTION
 DN5141
 DN5141'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5141'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DN5141'HIGHWAY 48 APPROXIMATELY 1 MI (1.6 KM) WEST OF THE CITY OF CUMBERLAND,
 DN5141'GO NORTHWEST ON STATE HIGHWAY 48 FOR 4.1 MI (6.6 KM) TO SECOND STREET
 DN5141'RIGHT.  TURN RIGHT AND GO NORTH ON SECOND STREET FOR 1.5 MI (2.4 KM)
 DN5141'TO 26TH AVENUE LEFT.  TURN LEFT AND GO WEST ON 26TH AVENUE FOR 0.1 MI
 DN5141'(0.2 KM) TO THE STATION ON THE RIGHT.
 DN5141'
 DN5141'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5141'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5141'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5141'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5141'
 DN5141'THE STATION IS 9.2 M (30.2 FT) NORTH OF THE CENTERLINE OF 26TH AVENUE,
 DN5141'47.7 M (156.5 FT) EAST OF THE CENTERLINE OF PRIVATE ENTRANCE -191-,
 DN5141'17.4 M (57.1 FT) NORTH-NORTHEAST OF A -RIGHT CURVE AHEAD- SIGN POST,
 DN5141'9.9 M (32.5 FT) EAST-SOUTHEAST OF A POWER POLE AND 1.0 M (3.3 FT) EAST
 DN5141'AND 1.0 M (3.3 FT) WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DN5141'
 DN5141'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH AND
 DN5141'SOUTH QUADRANTS EXTENDING TO 90 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5140 ***********************************************************************
 DN5140  DESIGNATION -  7B09
 DN5140  PID         -  DN5140
 DN5140  STATE/COUNTY-  WI/BARRON
 DN5140  COUNTRY     -  US
 DN5140  USGS QUAD   -  CUMBERLAND (2018)
 DN5140
 DN5140                         *CURRENT SURVEY CONTROL
 DN5140  ______________________________________________________________________
 DN5140* NAD 83(1986) POSITION- 45 34 55.0    (N) 092 04 22.0    (W)   HD_HELD2
 DN5140* NAVD 88 ORTHO HEIGHT -   400.278 (meters)     1313.25  (feet) ADJUSTED
 DN5140  ______________________________________________________________________
 DN5140  GEOID HEIGHT    -        -29.470 (meters)                     GEOID18
 DN5140  DYNAMIC HEIGHT  -        400.241 (meters)     1313.12  (feet) COMP
 DN5140  MODELED GRAVITY -    980,510.9   (mgal)                       NAVD 88
 DN5140
 DN5140  VERT ORDER      -  SECOND    CLASS I
 DN5140
 DN5140.The horizontal coordinates were established by autonomous hand held GPS
 DN5140.observations and have an estimated accuracy of +/- 10 meters.
 DN5140
 DN5140.The orthometric height was determined by differential leveling and
 DN5140.adjusted by the WI DEPT OF TRANSP
 DN5140.in May 2012.
 DN5140
 DN5140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5140.GEOID18 height accuracy estimate available here.
 DN5140
 DN5140.Click photographs - Photos may exist for this station.
 DN5140
 DN5140.The dynamic height is computed by dividing the NAVD 88
 DN5140.geopotential number by the normal gravity value computed on the
 DN5140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5140.degrees latitude (g = 980.6199 gals.).
 DN5140
 DN5140.The modeled gravity was interpolated from observed gravity values.
 DN5140
 DN5140;                    North         East    Units  Estimated Accuracy
 DN5140;SPC WI C     -   196,378.      438,246.      MT  (+/- 10 meters HH2 GPS)
 DN5140
 DN5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7233548018(NAD 83)
 DN5140
 DN5140                          SUPERSEDED SURVEY CONTROL
 DN5140
 DN5140.No superseded survey control is available for this station.
 DN5140
 DN5140_MARKER: DD = SURVEY DISK
 DN5140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5140_STAMPING: 7B09 2006
 DN5140_MARK LOGO: WIDT
 DN5140_PROJECTION: FLUSH
 DN5140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5140+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 DN5140
 DN5140  HISTORY     - Date     Condition        Report By
 DN5140  HISTORY     - 2005     MONUMENTED       WIDT
 DN5140  HISTORY     - 20100323 GOOD             WIDT
 DN5140
 DN5140                          STATION DESCRIPTION
 DN5140
 DN5140'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5140'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 NORTH WITH
 DN5140'STATE HIGHWAY 48 (ELM STREET) IN THE CITY OF CUMBERLAND, GO NORTH ON
 DN5140'US HIGHWAY 63 FOR 1.8 MI (2.9 KM) TO COUNTY HIGHWAY H LEFT AND COUNTY
 DN5140'HIGHWAY B RIGHT.  TURN LEFT AND GO WEST AND NORTH ON COUNTY HIGHWAY H
 DN5140'FOR 3.7 MI (6.0 KM) TO 26TH AVENUE.  CONTINUE NORTH ON COUNTY HIGHWAY
 DN5140'H FOR 81 M (265.7 FT) TO THE STATION ON THE LEFT.
 DN5140'
 DN5140'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5140'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5140'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5140'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5140'
 DN5140'THE STATION IS 11.8 M (38.7 FT) WEST OF THE CENTERLINE OF COUNTY
 DN5140'HIGHWAY H, 80.6 M (264.4 FT) NORTH OF THE CENTERLINE OF 26TH AVENUE,
 DN5140'26.3 M (86.3 FT) SOUTHWEST OF A -SPEED LIMIT 55- SIGN POST, 19.7 M
 DN5140'(64.6 FT) SOUTH-SOUTHWEST OF A -SPEED ZONE AHEAD 45 MPH- SIGN POST AND
 DN5140'IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5140'STATION.
 DN5140'
 DN5140'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5140'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5106 ***********************************************************************
 DN5106  DESIGNATION -  7B10
 DN5106  PID         -  DN5106
 DN5106  STATE/COUNTY-  WI/BARRON
 DN5106  COUNTRY     -  US
 DN5106  USGS QUAD   -  CUMBERLAND (2018)
 DN5106
 DN5106                         *CURRENT SURVEY CONTROL
 DN5106  ______________________________________________________________________
 DN5106* NAD 83(1986) POSITION- 45 33 30.79   (N) 092 01 00.23   (W)   HD_HELD1
 DN5106* NAVD 88 ORTHO HEIGHT -   385.676 (meters)     1265.34  (feet) ADJUSTED
 DN5106  ______________________________________________________________________
 DN5106  GEOID HEIGHT    -        -29.794 (meters)                     GEOID18
 DN5106  DYNAMIC HEIGHT  -        385.636 (meters)     1265.21  (feet) COMP
 DN5106  MODELED GRAVITY -    980,503.7   (mgal)                       NAVD 88
 DN5106
 DN5106  VERT ORDER      -  SECOND    CLASS I
 DN5106
 DN5106.The horizontal coordinates were determined by differentially corrected
 DN5106.hand held GPS observations or other comparable positioning techniques
 DN5106.and have an estimated accuracy of +/- 3 meters.
 DN5106
 DN5106.The orthometric height was determined by differential leveling and
 DN5106.adjusted by the WI DEPT OF TRANSP
 DN5106.in May 2012.
 DN5106
 DN5106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5106.GEOID18 height accuracy estimate available here.
 DN5106
 DN5106.Click photographs - Photos may exist for this station.
 DN5106
 DN5106.The dynamic height is computed by dividing the NAVD 88
 DN5106.geopotential number by the normal gravity value computed on the
 DN5106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5106.degrees latitude (g = 980.6199 gals.).
 DN5106
 DN5106.The modeled gravity was interpolated from observed gravity values.
 DN5106
 DN5106;                    North         East    Units  Estimated Accuracy
 DN5106;SPC WI C     -   193,668.4     442,554.1     MT  (+/- 3 meters HH1 GPS) 
 DN5106
 DN5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7673945471(NAD 83)
 DN5106
 DN5106                          SUPERSEDED SURVEY CONTROL
 DN5106
 DN5106.No superseded survey control is available for this station.
 DN5106
 DN5106_MARKER: DD = SURVEY DISK
 DN5106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5106_STAMPING: 7B10 2009
 DN5106_MARK LOGO: WIDT
 DN5106_PROJECTION: FLUSH
 DN5106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5106+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2010
 DN5106
 DN5106  HISTORY     - Date     Condition        Report By
 DN5106  HISTORY     - 2009     MONUMENTED       WIDT
 DN5106  HISTORY     - 20100322 GOOD             WIDT
 DN5106
 DN5106                          STATION DESCRIPTION
 DN5106
 DN5106'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 AND STATE
 DN5106'HIGHWAY 63 IN CUMBERLAND, GO NORTH ON STATE HIGHWAY 63 2.0 MI (3.2 KM)
 DN5106'TO THE INTERSECTION OF STATE HIGHWAY 63 AND COUNTY HIGHWAY B
 DN5106'(EAST)/CTH H (WEST).  CONTINUE NORTH 550 FT (167.6 M) TO THE STATION
 DN5106'ON THE RIGHT.
 DN5106'
 DN5106'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN5106'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN5106'APPROXIMATELY EVEN WITH THE COUNTY HIGHWAY B PAVEMENT.
 DN5106'
 DN5106'IT IS LOCATED 550 FT (167.6 M) NORTH OF COUNTY HIGHWAY B CENTERLINE,
 DN5106'95 FT (29.0 M) EAST OF STATE HIGHWAY 63 AND IS 1 M (3.3 FT) FROM THREE
 DN5106'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5106'
 DN5106'NOTE-THERE ARE NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE THE
 DN5106'HORIZON AT THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5194 ***********************************************************************
 DN5194  DESIGNATION -  7B20
 DN5194  PID         -  DN5194
 DN5194  STATE/COUNTY-  WI/BURNETT
 DN5194  COUNTRY     -  US
 DN5194  USGS QUAD   -  POQUETTES LAKE (2018)
 DN5194
 DN5194                         *CURRENT SURVEY CONTROL
 DN5194  ______________________________________________________________________
 DN5194* NAD 83(1986) POSITION- 45 48 56.28   (N) 092 06 34.16   (W)   HD_HELD1
 DN5194* NAVD 88 ORTHO HEIGHT -   318.151 (meters)     1043.80  (feet) ADJUSTED
 DN5194  ______________________________________________________________________
 DN5194  GEOID HEIGHT    -        -27.695 (meters)                     GEOID18
 DN5194  DYNAMIC HEIGHT  -        318.164 (meters)     1043.84  (feet) COMP
 DN5194  MODELED GRAVITY -    980,646.8   (mgal)                       NAVD 88
 DN5194
 DN5194  VERT ORDER      -  SECOND    CLASS I
 DN5194
 DN5194.The horizontal coordinates were determined by differentially corrected
 DN5194.hand held GPS observations or other comparable positioning techniques
 DN5194.and have an estimated accuracy of +/- 3 meters.
 DN5194
 DN5194.The orthometric height was determined by differential leveling and
 DN5194.adjusted by the WI DEPT OF TRANSP
 DN5194.in May 2012.
 DN5194
 DN5194.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5194.GEOID18 height accuracy estimate available here.
 DN5194
 DN5194.Click photographs - Photos may exist for this station.
 DN5194
 DN5194.The dynamic height is computed by dividing the NAVD 88
 DN5194.geopotential number by the normal gravity value computed on the
 DN5194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5194.degrees latitude (g = 980.6199 gals.).
 DN5194
 DN5194.The modeled gravity was interpolated from observed gravity values.
 DN5194
 DN5194;                    North         East    Units  Estimated Accuracy
 DN5194;SPC WI N     -    74,305.5     436,075.3     MT  (+/- 3 meters HH1 GPS) 
 DN5194
 DN5194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6918273948(NAD 83)
 DN5194
 DN5194                          SUPERSEDED SURVEY CONTROL
 DN5194
 DN5194.No superseded survey control is available for this station.
 DN5194
 DN5194_MARKER: DD = SURVEY DISK
 DN5194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5194_STAMPING: 7B20 2009
 DN5194_MARK LOGO: WIDT
 DN5194_PROJECTION: FLUSH
 DN5194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5194+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2009
 DN5194
 DN5194  HISTORY     - Date     Condition        Report By
 DN5194  HISTORY     - 2009     MONUMENTED       WIDT
 DN5194  HISTORY     - 20091207 GOOD             WIDT
 DN5194
 DN5194                          STATION DESCRIPTION
 DN5194
 DN5194'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND COUNTY
 DN5194'HIGHWAY X IN HERTEL, GO EAST ON STATE HIGHWAY 70 FOR APPROXIMATELY 3.2
 DN5194'MI (5.1 KM) TO THE STATION ON THE RIGHT.
 DN5194'
 DN5194'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5194'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN5194'GROUND AND IS APPROXIMATELY EVEN WITH THE STATE HIGHWAY 70 PAVEMENT.
 DN5194'
 DN5194'IT IS 0.2 MI (0.3 KM) EAST OF TOWN HALL ROAD, 0.8 MI (1.3 KM) WEST OF
 DN5194'COUNTY HIGHWAY H, 40 FT (12.2 M) SOUTH OF STATE HIGHWAY 70 CENTERLINE
 DN5194'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5194'STATION.
 DN5194'
 DN5194'NOTE-THERE ARE NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE THE
 DN5194'HORIZON AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5193 ***********************************************************************
 DN5193  DESIGNATION -  7B21
 DN5193  PID         -  DN5193
 DN5193  STATE/COUNTY-  WI/BURNETT
 DN5193  COUNTRY     -  US
 DN5193  USGS QUAD   -  HERTEL (2018)
 DN5193
 DN5193                         *CURRENT SURVEY CONTROL
 DN5193  ______________________________________________________________________
 DN5193* NAD 83(1986) POSITION- 45 48 37.36   (N) 092 08 42.51   (W)   HD_HELD1
 DN5193* NAVD 88 ORTHO HEIGHT -   323.148 (meters)     1060.19  (feet) ADJUSTED
 DN5193  ______________________________________________________________________
 DN5193  GEOID HEIGHT    -        -27.573 (meters)                     GEOID18
 DN5193  DYNAMIC HEIGHT  -        323.163 (meters)     1060.24  (feet) COMP
 DN5193  MODELED GRAVITY -    980,650.9   (mgal)                       NAVD 88
 DN5193
 DN5193  VERT ORDER      -  SECOND    CLASS I
 DN5193
 DN5193.The horizontal coordinates were determined by differentially corrected
 DN5193.hand held GPS observations or other comparable positioning techniques
 DN5193.and have an estimated accuracy of +/- 3 meters.
 DN5193
 DN5193.The orthometric height was determined by differential leveling and
 DN5193.adjusted by the WI DEPT OF TRANSP
 DN5193.in May 2012.
 DN5193
 DN5193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5193.GEOID18 height accuracy estimate available here.
 DN5193
 DN5193.Click photographs - Photos may exist for this station.
 DN5193
 DN5193.The dynamic height is computed by dividing the NAVD 88
 DN5193.geopotential number by the normal gravity value computed on the
 DN5193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5193.degrees latitude (g = 980.6199 gals.).
 DN5193
 DN5193.The modeled gravity was interpolated from observed gravity values.
 DN5193
 DN5193;                    North         East    Units  Estimated Accuracy
 DN5193;SPC WI N     -    73,795.7     433,289.7     MT  (+/- 3 meters HH1 GPS) 
 DN5193
 DN5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6641973334(NAD 83)
 DN5193
 DN5193                          SUPERSEDED SURVEY CONTROL
 DN5193
 DN5193.No superseded survey control is available for this station.
 DN5193
 DN5193_MARKER: DD = SURVEY DISK
 DN5193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5193_STAMPING: 7B21 2009
 DN5193_MARK LOGO: WIDT
 DN5193_PROJECTION: FLUSH
 DN5193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5193+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2009
 DN5193
 DN5193  HISTORY     - Date     Condition        Report By
 DN5193  HISTORY     - 2009     MONUMENTED       WIDT
 DN5193  HISTORY     - 20091207 GOOD             WIDT
 DN5193
 DN5193                          STATION DESCRIPTION
 DN5193
 DN5193'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND COUNTY
 DN5193'HIGHWAY X IN HERTEL, GO EAST ON STATE HIGHWAY 70 FOR APPROXIMATELY 1.5
 DN5193'MI (2.4 KM) TO THE STATION ON THE LEFT, JUST WEST OF 'HIGHWAY 70 OFF
 DN5193'SALE LIQUOR' STORE.
 DN5193'
 DN5193'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5193'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN5193'GROUND AND IS APPROXIMATELY EVEN WITH THE STATE HIGHWAY 70 PAVEMENT.
 DN5193'
 DN5193'THE STATION IS 0.15 MI (0.2 KM) NORTHEAST OF OLD 70 ROAD AND 0.6 MI
 DN5193'(1.0 KM) SOUTHWEST OF BASHAM LAKE RD/BEAVER DAM ROAD, 50 FT (15.2 M)
 DN5193'NORTHWEST OF STATE HIGHWAY 70 CENTERLINE AND IS 1 M (3.3 FT) FROM
 DN5193'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5195 ***********************************************************************
 DN5195  DESIGNATION -  7B22
 DN5195  PID         -  DN5195
 DN5195  STATE/COUNTY-  WI/BURNETT
 DN5195  COUNTRY     -  US
 DN5195  USGS QUAD   -  POQUETTES LAKE (2018)
 DN5195
 DN5195                         *CURRENT SURVEY CONTROL
 DN5195  ______________________________________________________________________
 DN5195* NAD 83(1986) POSITION- 45 48 55.14   (N) 092 04 42.89   (W)   HD_HELD1
 DN5195* NAVD 88 ORTHO HEIGHT -   322.148 (meters)     1056.91  (feet) ADJUSTED
 DN5195  ______________________________________________________________________
 DN5195  GEOID HEIGHT    -        -27.839 (meters)                     GEOID18
 DN5195  DYNAMIC HEIGHT  -        322.160 (meters)     1056.95  (feet) COMP
 DN5195  MODELED GRAVITY -    980,641.3   (mgal)                       NAVD 88
 DN5195
 DN5195  VERT ORDER      -  SECOND    CLASS I
 DN5195
 DN5195.The horizontal coordinates were determined by differentially corrected
 DN5195.hand held GPS observations or other comparable positioning techniques
 DN5195.and have an estimated accuracy of +/- 3 meters.
 DN5195
 DN5195.The orthometric height was determined by differential leveling and
 DN5195.adjusted by the WI DEPT OF TRANSP
 DN5195.in May 2012.
 DN5195
 DN5195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5195.GEOID18 height accuracy estimate available here.
 DN5195
 DN5195.Click photographs - Photos may exist for this station.
 DN5195
 DN5195.The dynamic height is computed by dividing the NAVD 88
 DN5195.geopotential number by the normal gravity value computed on the
 DN5195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5195.degrees latitude (g = 980.6199 gals.).
 DN5195
 DN5195.The modeled gravity was interpolated from observed gravity values.
 DN5195
 DN5195;                    North         East    Units  Estimated Accuracy
 DN5195;SPC WI N     -    74,206.9     438,475.7     MT  (+/- 3 meters HH1 GPS) 
 DN5195
 DN5195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7158473941(NAD 83)
 DN5195
 DN5195                          SUPERSEDED SURVEY CONTROL
 DN5195
 DN5195.No superseded survey control is available for this station.
 DN5195
 DN5195_MARKER: DD = SURVEY DISK
 DN5195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5195_STAMPING: 7B22 2009
 DN5195_MARK LOGO: WIDT
 DN5195_PROJECTION: FLUSH
 DN5195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5195+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DN5195
 DN5195  HISTORY     - Date     Condition        Report By
 DN5195  HISTORY     - 2009     MONUMENTED       WIDT
 DN5195  HISTORY     - 20100413 GOOD             WIDT
 DN5195
 DN5195                          STATION DESCRIPTION
 DN5195
 DN5195'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5195'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND COUNTY
 DN5195'HIGHWAY H EAST OF HERTEL, GO EAST ON STATE HIGHWAY 70 FOR
 DN5195'APPROXIMATELY 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.
 DN5195'
 DN5195'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5195'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN5195'GROUND.
 DN5195'
 DN5195'IT IS LOCATED 0.3 MI (0.5 KM) WEST OF SCENIC VIEW LANE, 40 FT (12.2 M)
 DN5195'SOUTH OF STATE HIGHWAY 70 CENTERLINE, APPROXIMATELY 3 FT (0.9 M) LOWER
 DN5195'THAN THE STATE HIGHWAY 70 PAVEMENT AND IS 1 M (3.3 FT) FROM THREE
 DN5195'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5195'
 DN5195'NOTE-THERE ARE NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE THE
 DN5195'HORIZON AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5196 ***********************************************************************
 DN5196  DESIGNATION -  7B23
 DN5196  PID         -  DN5196
 DN5196  STATE/COUNTY-  WI/BURNETT
 DN5196  COUNTRY     -  US
 DN5196  USGS QUAD   -  POQUETTES LAKE (2018)
 DN5196
 DN5196                         *CURRENT SURVEY CONTROL
 DN5196  ______________________________________________________________________
 DN5196* NAD 83(1986) POSITION- 45 48 54.7    (N) 092 02 34.0    (W)   HD_HELD2
 DN5196* NAVD 88 ORTHO HEIGHT -   340.482 (meters)     1117.06  (feet) ADJUSTED
 DN5196  ______________________________________________________________________
 DN5196  GEOID HEIGHT    -        -28.011 (meters)                     GEOID18
 DN5196  DYNAMIC HEIGHT  -        340.492 (meters)     1117.10  (feet) COMP
 DN5196  MODELED GRAVITY -    980,634.1   (mgal)                       NAVD 88
 DN5196
 DN5196  VERT ORDER      -  SECOND    CLASS I
 DN5196
 DN5196.The horizontal coordinates were established by autonomous hand held GPS
 DN5196.observations and have an estimated accuracy of +/- 10 meters.
 DN5196
 DN5196.The orthometric height was determined by differential leveling and
 DN5196.adjusted by the WI DEPT OF TRANSP
 DN5196.in May 2012.
 DN5196
 DN5196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5196.GEOID18 height accuracy estimate available here.
 DN5196
 DN5196.Click photographs - Photos may exist for this station.
 DN5196
 DN5196.The dynamic height is computed by dividing the NAVD 88
 DN5196.geopotential number by the normal gravity value computed on the
 DN5196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5196.degrees latitude (g = 980.6199 gals.).
 DN5196
 DN5196.The modeled gravity was interpolated from observed gravity values.
 DN5196
 DN5196;                    North         East    Units  Estimated Accuracy
 DN5196;SPC WI N     -    74,121.      441,257.      MT  (+/- 10 meters HH2 GPS)
 DN5196
 DN5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7436673960(NAD 83)
 DN5196
 DN5196                          SUPERSEDED SURVEY CONTROL
 DN5196
 DN5196.No superseded survey control is available for this station.
 DN5196
 DN5196_MARKER: DD = SURVEY DISK
 DN5196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5196_STAMPING: 7B23 2009
 DN5196_MARK LOGO: WIDT
 DN5196_PROJECTION: FLUSH
 DN5196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5196+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2009
 DN5196
 DN5196  HISTORY     - Date     Condition        Report By
 DN5196  HISTORY     - 2009     MONUMENTED       WIDT
 DN5196  HISTORY     - 20091208 GOOD             WIDT
 DN5196
 DN5196                          STATION DESCRIPTION
 DN5196
 DN5196'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5196'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND STATE
 DN5196'HIGHWAY 63 IN SPOONER, GO WEST ON STATE HIGHWAY 70 FOR APPROXIMATELY
 DN5196'7.5 MI (12.1 KM) TO THE STATION ON THE RIGHT.
 DN5196'
 DN5196'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5196'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN5196'GROUND.
 DN5196'
 DN5196'IT IS 0.5 MI (0.8 KM) WEST OF COUNTY LINE ROAD, 0.2 MI (0.3 KM) EAST
 DN5196'OF KING ROAD, 45 FT (13.7 M) SOUTH OF STATE HIGHWAY 70 CENTERLINE,
 DN5196'APPROXIMATELY 4 FT (1.2 M) LOWER THAN THE STATE HIGHWAY 70 PAVEMENT
 DN5196'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5196'STATION.
 DN5196'
 DN5196'NOTE-THERE ARE NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE THE
 DN5196'HORIZON AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5197 ***********************************************************************
 DN5197  DESIGNATION -  7B46
 DN5197  PID         -  DN5197
 DN5197  STATE/COUNTY-  WI/WASHBURN
 DN5197  COUNTRY     -  US
 DN5197  USGS QUAD   -  POQUETTES LAKE (2018)
 DN5197
 DN5197                         *CURRENT SURVEY CONTROL
 DN5197  ______________________________________________________________________
 DN5197* NAD 83(1986) POSITION- 45 48 54.36   (N) 092 00 13.25   (W)   HD_HELD1
 DN5197* NAVD 88 ORTHO HEIGHT -   316.111 (meters)     1037.11  (feet) ADJUSTED
 DN5197  ______________________________________________________________________
 DN5197  GEOID HEIGHT    -        -28.220 (meters)                     GEOID18
 DN5197  DYNAMIC HEIGHT  -        316.117 (meters)     1037.13  (feet) COMP
 DN5197  MODELED GRAVITY -    980,624.2   (mgal)                       NAVD 88
 DN5197
 DN5197  VERT ORDER      -  SECOND    CLASS I
 DN5197
 DN5197.The horizontal coordinates were determined by differentially corrected
 DN5197.hand held GPS observations or other comparable positioning techniques
 DN5197.and have an estimated accuracy of +/- 3 meters.
 DN5197
 DN5197.The orthometric height was determined by differential leveling and
 DN5197.adjusted by the WI DEPT OF TRANSP
 DN5197.in May 2012.
 DN5197
 DN5197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5197.GEOID18 height accuracy estimate available here.
 DN5197
 DN5197.Click photographs - Photos may exist for this station.
 DN5197
 DN5197.The dynamic height is computed by dividing the NAVD 88
 DN5197.geopotential number by the normal gravity value computed on the
 DN5197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5197.degrees latitude (g = 980.6199 gals.).
 DN5197
 DN5197.The modeled gravity was interpolated from observed gravity values.
 DN5197
 DN5197;                    North         East    Units  Estimated Accuracy
 DN5197;SPC WI N     -    74,033.3     444,294.2     MT  (+/- 3 meters HH1 GPS) 
 DN5197
 DN5197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7740373986(NAD 83)
 DN5197
 DN5197                          SUPERSEDED SURVEY CONTROL
 DN5197
 DN5197.No superseded survey control is available for this station.
 DN5197
 DN5197_MARKER: DD = SURVEY DISK
 DN5197_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5197_SP_SET: BRIDGE WING WALL
 DN5197_STAMPING: 7B46 2006
 DN5197_MARK LOGO: WIDT
 DN5197_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5197+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2009
 DN5197
 DN5197  HISTORY     - Date     Condition        Report By
 DN5197  HISTORY     - 2006     MONUMENTED       WIDT
 DN5197  HISTORY     - 20091210 GOOD             WIDT
 DN5197
 DN5197                          STATION DESCRIPTION
 DN5197
 DN5197'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5197'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5197'HIGHWAY O APPROXIMATELY 6 MI (9.7 KM) WEST OF THE CITY OF SPOONER, GO
 DN5197'EAST ON STATE HIGHWAY 70 FOR 0.13 MI (0.2 KM) TO BRIDGE -B-65-34-90-
 DN5197'OVER THE YELLOW RIVER AND THE STATION ON THE RIGHT.
 DN5197'
 DN5197'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5197'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5197'THE SOUTHEAST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE HIGHWAY
 DN5197'PAVEMENT.
 DN5197'
 DN5197'THE STATION IS 6.1 M (20.0 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5197'HIGHWAY 70, 0.6 MI (1.0 KM) WEST OF PERCH LAKE ROAD AND 0.7 M (2.3 FT)
 DN5197'WEST OF A WHITE PLASTIC WITNESS POST.
 DN5197'
 DN5197'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTHEAST
 DN5197'AND SOUTHWEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5192 ***********************************************************************
 DN5192  DESIGNATION -  7B47
 DN5192  PID         -  DN5192
 DN5192  STATE/COUNTY-  WI/BURNETT
 DN5192  COUNTRY     -  US
 DN5192  USGS QUAD   -  HERTEL (2018)
 DN5192
 DN5192                         *CURRENT SURVEY CONTROL
 DN5192  ______________________________________________________________________
 DN5192* NAD 83(1986) POSITION- 45 48 32.05   (N) 092 13 06.42   (W)   HD_HELD1
 DN5192* NAVD 88 ORTHO HEIGHT -   306.763 (meters)     1006.44  (feet) ADJUSTED
 DN5192  ______________________________________________________________________
 DN5192  GEOID HEIGHT    -        -27.312 (meters)                     GEOID18
 DN5192  DYNAMIC HEIGHT  -        306.779 (meters)     1006.49  (feet) COMP
 DN5192  MODELED GRAVITY -    980,658.5   (mgal)                       NAVD 88
 DN5192
 DN5192  VERT ORDER      -  SECOND    CLASS I
 DN5192
 DN5192.The horizontal coordinates were determined by differentially corrected
 DN5192.hand held GPS observations or other comparable positioning techniques
 DN5192.and have an estimated accuracy of +/- 3 meters.
 DN5192
 DN5192.The orthometric height was determined by differential leveling and
 DN5192.adjusted by the WI DEPT OF TRANSP
 DN5192.in May 2012.
 DN5192
 DN5192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5192.GEOID18 height accuracy estimate available here.
 DN5192
 DN5192.Click photographs - Photos may exist for this station.
 DN5192
 DN5192.The dynamic height is computed by dividing the NAVD 88
 DN5192.geopotential number by the normal gravity value computed on the
 DN5192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5192.degrees latitude (g = 980.6199 gals.).
 DN5192
 DN5192.The modeled gravity was interpolated from observed gravity values.
 DN5192
 DN5192;                    North         East    Units  Estimated Accuracy
 DN5192;SPC WI N     -    73,788.4     427,589.4     MT  (+/- 3 meters HH1 GPS) 
 DN5192
 DN5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6072573112(NAD 83)
 DN5192
 DN5192                          SUPERSEDED SURVEY CONTROL
 DN5192
 DN5192.No superseded survey control is available for this station.
 DN5192
 DN5192_MARKER: DD = SURVEY DISK
 DN5192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5192_STAMPING: 7B47 2006
 DN5192_MARK LOGO: WIDT
 DN5192_PROJECTION: FLUSH
 DN5192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5192+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2009
 DN5192
 DN5192  HISTORY     - Date     Condition        Report By
 DN5192  HISTORY     - 2005     MONUMENTED       WIDT
 DN5192  HISTORY     - 20091203 GOOD             WIDT
 DN5192
 DN5192                          STATION DESCRIPTION
 DN5192
 DN5192'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5192'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5192'HIGHWAY X IN THE COMMUNITY OF HERTEL, GO WEST ON STATE HIGHWAY 70 FOR
 DN5192'1.9 MI (3.1 KM) TO CRANBERRY MARSH ROAD LEFT.  CONTINUE WEST ON STATE
 DN5192'HIGHWAY 70 FOR 0.15 MI (0.2 KM) TO FOSMO DRIVE RIGHT, PRIVATE ENTRANCE
 DN5192'-4603- LEFT AND THE STATION ON THE LEFT.
 DN5192'
 DN5192'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5192'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5192'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5192'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5192'PAVEMENT.
 DN5192'
 DN5192'THE STATION IS 13.6 M (44.6 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5192'HIGHWAY 70, 9.7 M (31.8 FT) WEST OF THE CENTERLINE OF PRIVATE ENTRANCE
 DN5192'-4603- AND THE EXTENDED CENTERLINE OF FOSMO DRIVE AND IS 1 M (3.3 FT)
 DN5192'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5192'
 DN5192'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5192'DEGREES ABOVE THE HORIZON EXCEPT FOR MULTIPLE POWER LINES TO THE SOUTH
 DN5192'EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5136 ***********************************************************************
 DN5136  DESIGNATION -  7C01
 DN5136  PID         -  DN5136
 DN5136  STATE/COUNTY-  WI/BARRON
 DN5136  COUNTRY     -  US
 DN5136  USGS QUAD   -  LOWER VERMILLION LAKE (2018)
 DN5136
 DN5136                         *CURRENT SURVEY CONTROL
 DN5136  ______________________________________________________________________
 DN5136* NAD 83(1986) POSITION- 45 30 17.8    (N) 091 57 00.5    (W)   HD_HELD2
 DN5136* NAVD 88 ORTHO HEIGHT -   369.568 (meters)     1212.49  (feet) ADJUSTED
 DN5136  ______________________________________________________________________
 DN5136  GEOID HEIGHT    -        -30.129 (meters)                     GEOID18
 DN5136  DYNAMIC HEIGHT  -        369.529 (meters)     1212.36  (feet) COMP
 DN5136  MODELED GRAVITY -    980,501.7   (mgal)                       NAVD 88
 DN5136
 DN5136  VERT ORDER      -  SECOND    CLASS I
 DN5136
 DN5136.The horizontal coordinates were established by autonomous hand held GPS
 DN5136.observations and have an estimated accuracy of +/- 10 meters.
 DN5136
 DN5136.The orthometric height was determined by differential leveling and
 DN5136.adjusted by the WI DEPT OF TRANSP
 DN5136.in May 2012.
 DN5136
 DN5136.No vertical observational check was made to the station.
 DN5136
 DN5136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5136.GEOID18 height accuracy estimate available here.
 DN5136
 DN5136.Click photographs - Photos may exist for this station.
 DN5136
 DN5136.The dynamic height is computed by dividing the NAVD 88
 DN5136.geopotential number by the normal gravity value computed on the
 DN5136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5136.degrees latitude (g = 980.6199 gals.).
 DN5136
 DN5136.The modeled gravity was interpolated from observed gravity values.
 DN5136
 DN5136;                    North         East    Units  Estimated Accuracy
 DN5136;SPC WI C     -   187,585.      447,609.      MT  (+/- 10 meters HH2 GPS)
 DN5136
 DN5136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8201539581(NAD 83)
 DN5136
 DN5136                          SUPERSEDED SURVEY CONTROL
 DN5136
 DN5136.No superseded survey control is available for this station.
 DN5136
 DN5136_MARKER: DD = SURVEY DISK
 DN5136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5136_STAMPING: 7C01 2006
 DN5136_MARK LOGO: WIDT
 DN5136_PROJECTION: FLUSH
 DN5136_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5136+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2009
 DN5136
 DN5136  HISTORY     - Date     Condition        Report By
 DN5136  HISTORY     - 2005     MONUMENTED       WIDT
 DN5136  HISTORY     - 20091116 GOOD             WIDT
 DN5136
 DN5136                          STATION DESCRIPTION
 DN5136
 DN5136'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5136'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 NORTH WITH
 DN5136'STATE HIGHWAY 48 (ELM STREET) IN THE CITY OF CUMBERLAND, GO EAST ON
 DN5136'STATE HIGHWAY 48 (ELM STREET BECOMING 22 1/2 AVENUE) FOR 3.5 MI (5.6
 DN5136'KM) TO 10TH STREET RIGHT.  TURN RIGHT AND GO SOUTH ON 10TH STREET FOR
 DN5136'1.8 MI (2.9 KM) TO 20 3/4 AVENUE.  CONTINUE SOUTH ON 10TH STREET FOR
 DN5136'0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DN5136'
 DN5136'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5136'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5136'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5136'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5136'
 DN5136'THE STATION IS 10.6 M (34.8 FT) EAST OF THE CENTERLINE OF 10TH STREET,
 DN5136'0.15 MI (0.2 KM) NORTH OF 20 1/2 AVENUE, 54.6 M (179.1 FT) SOUTH OF
 DN5136'THE CENTERLINE OF A FIELD ENTRANCE, 36.2 M (118.8 FT) SOUTH OF A
 DN5136'YELLOW -WARNING BURIED TELEPHONE CABLE- SIGN POST, 30.5 M (100.1 FT)
 DN5136'SOUTHEAST OF AN ORANGE -WARNING BURIED FIBER OPTIC CABLE- SIGN POST,
 DN5136'1.3 M (4.3 FT) WEST OF A CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM
 DN5136'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5136'
 DN5136'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5136'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5135 ***********************************************************************
 DN5135  DESIGNATION -  7C02
 DN5135  PID         -  DN5135
 DN5135  STATE/COUNTY-  WI/BARRON
 DN5135  COUNTRY     -  US
 DN5135  USGS QUAD   -  LOWER VERMILLION LAKE (2018)
 DN5135
 DN5135                         *CURRENT SURVEY CONTROL
 DN5135  ______________________________________________________________________
 DN5135* NAD 83(1986) POSITION- 45 30 22.6    (N) 091 55 23.5    (W)   HD_HELD2
 DN5135* NAVD 88 ORTHO HEIGHT -   368.057 (meters)     1207.53  (feet) ADJUSTED
 DN5135  ______________________________________________________________________
 DN5135  GEOID HEIGHT    -        -30.158 (meters)                     GEOID18
 DN5135  DYNAMIC HEIGHT  -        368.019 (meters)     1207.41  (feet) COMP
 DN5135  MODELED GRAVITY -    980,503.5   (mgal)                       NAVD 88
 DN5135
 DN5135  VERT ORDER      -  SECOND    CLASS I
 DN5135
 DN5135.The horizontal coordinates were established by autonomous hand held GPS
 DN5135.observations and have an estimated accuracy of +/- 10 meters.
 DN5135
 DN5135.The orthometric height was determined by differential leveling and
 DN5135.adjusted by the WI DEPT OF TRANSP
 DN5135.in May 2012.
 DN5135
 DN5135.No vertical observational check was made to the station.
 DN5135
 DN5135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5135.GEOID18 height accuracy estimate available here.
 DN5135
 DN5135.Click photographs - Photos may exist for this station.
 DN5135
 DN5135.The dynamic height is computed by dividing the NAVD 88
 DN5135.geopotential number by the normal gravity value computed on the
 DN5135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5135.degrees latitude (g = 980.6199 gals.).
 DN5135
 DN5135.The modeled gravity was interpolated from observed gravity values.
 DN5135
 DN5135;                    North         East    Units  Estimated Accuracy
 DN5135;SPC WI C     -   187,683.      449,717.      MT  (+/- 10 meters HH2 GPS)
 DN5135
 DN5135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8411739757(NAD 83)
 DN5135
 DN5135                          SUPERSEDED SURVEY CONTROL
 DN5135
 DN5135.No superseded survey control is available for this station.
 DN5135
 DN5135_MARKER: DD = SURVEY DISK
 DN5135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5135_STAMPING: 7C02 2006
 DN5135_MARK LOGO: WIDT
 DN5135_PROJECTION: FLUSH
 DN5135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5135+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2009
 DN5135
 DN5135  HISTORY     - Date     Condition        Report By
 DN5135  HISTORY     - 2005     MONUMENTED       WIDT
 DN5135  HISTORY     - 20091116 GOOD             WIDT
 DN5135
 DN5135                          STATION DESCRIPTION
 DN5135
 DN5135'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5135'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 NORTH WITH
 DN5135'STATE HIGHWAY 48 (ELM STREET) IN THE CITY OF CUMBERLAND, GO EAST ON
 DN5135'STATE HIGHWAY 48 (ELM STREET BECOMING 22 1/2 AVENUE) FOR 4.9 MI (7.9
 DN5135'KM) TO 11 1/2 STREET RIGHT.  TURN RIGHT AND GO SOUTH ON 11 1/2 STREET
 DN5135'FOR 1.7 MI (2.7 KM) TO 20 3/4 AVENUE.  TURN RIGHT AND GO WEST ON 20
 DN5135'3/4 AVENUE FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.  NOTE THAT
 DN5135'20 3/4 AVENUE IS NAMED 20 1/2 AVENUE IN THE TOWN OF STANFOLD EAST OF
 DN5135'STATION.
 DN5135'
 DN5135'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5135'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5135'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5135'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5135'
 DN5135'THE STATION IS 5.9 M (19.4 FT) NORTH OF THE CENTERLINE OF 20 3/4
 DN5135'AVENUE, 43.1 M (141.4 FT) WEST OF THE TOP CENTER OF TELEPHONE PEDESTAL
 DN5135'-243750-, 35.9 M (117.8 FT) WEST OF THE CENTERLINE OF A FIELD
 DN5135'ENTRANCE, 30.8 M (101.0 FT) WEST-SOUTHWEST OF AN ORANGE -WARNING
 DN5135'UNDERGROUND FIBER OPTIC CABLE- SIGN POST, 19.6 M (64.3 FT) NORTHWEST
 DN5135'OF A POWER POLE, 3 M (9.8 FT) SOUTH OF A CULTIVATED FIELD AND IS 0.9 M
 DN5135'(3.0 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5135'
 DN5135'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5135'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5134 ***********************************************************************
 DN5134  DESIGNATION -  7C03
 DN5134  PID         -  DN5134
 DN5134  STATE/COUNTY-  WI/BARRON
 DN5134  COUNTRY     -  US
 DN5134  USGS QUAD   -  POSKIN (2018)
 DN5134
 DN5134                         *CURRENT SURVEY CONTROL
 DN5134  ______________________________________________________________________
 DN5134* NAD 83(1986) POSITION- 45 29 57.5    (N) 091 53 30.1    (W)   HD_HELD2
 DN5134* NAVD 88 ORTHO HEIGHT -   349.441 (meters)     1146.46  (feet) ADJUSTED
 DN5134  ______________________________________________________________________
 DN5134  GEOID HEIGHT    -        -30.202 (meters)                     GEOID18
 DN5134  DYNAMIC HEIGHT  -        349.405 (meters)     1146.34  (feet) COMP
 DN5134  MODELED GRAVITY -    980,504.9   (mgal)                       NAVD 88
 DN5134
 DN5134  VERT ORDER      -  SECOND    CLASS I
 DN5134
 DN5134.The horizontal coordinates were established by autonomous hand held GPS
 DN5134.observations and have an estimated accuracy of +/- 10 meters.
 DN5134
 DN5134.The orthometric height was determined by differential leveling and
 DN5134.adjusted by the WI DEPT OF TRANSP
 DN5134.in May 2012.
 DN5134
 DN5134.No vertical observational check was made to the station.
 DN5134
 DN5134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5134.GEOID18 height accuracy estimate available here.
 DN5134
 DN5134.Click photographs - Photos may exist for this station.
 DN5134
 DN5134.The dynamic height is computed by dividing the NAVD 88
 DN5134.geopotential number by the normal gravity value computed on the
 DN5134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5134.degrees latitude (g = 980.6199 gals.).
 DN5134
 DN5134.The modeled gravity was interpolated from observed gravity values.
 DN5134
 DN5134;                    North         East    Units  Estimated Accuracy
 DN5134;SPC WI C     -   186,850.      452,160.      MT  (+/- 10 meters HH2 GPS)
 DN5134
 DN5134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8658939016(NAD 83)
 DN5134
 DN5134                          SUPERSEDED SURVEY CONTROL
 DN5134
 DN5134.No superseded survey control is available for this station.
 DN5134
 DN5134_MARKER: DD = SURVEY DISK
 DN5134_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5134_SP_SET: BRIDGE ABUTMENT
 DN5134_STAMPING: 7C03 2006
 DN5134_MARK LOGO: WIDT
 DN5134_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5134+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2009
 DN5134
 DN5134  HISTORY     - Date     Condition        Report By
 DN5134  HISTORY     - 2005     MONUMENTED       WIDT
 DN5134  HISTORY     - 20091112 GOOD             WIDT
 DN5134
 DN5134                          STATION DESCRIPTION
 DN5134
 DN5134'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5134'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH STATE
 DN5134'HIGHWAY 25 APPROXIMATELY 4 MI (6.4 KM) WEST OF THE CITY OF RICE LAKE,
 DN5134'GO SOUTH ON STATE HIGHWAY 25 FOR 0.5 MI (0.8 KM) TO 20 1/2 AVENUE
 DN5134'RIGHT.  TURN RIGHT AND GO WEST ON 20 1/2 AVENUE FOR 1.8 MI (2.9 KM) TO
 DN5134'13 1/4 STREET RIGHT.  CONTINUE WEST ON 20 1/2 AVENUE (-  NOTE-THAT 20
 DN5134'1/2 AVENUE IS NAMED 20 3/4 AVENUE IN THE TOWN OF CUMBERLAND WEST OF
 DN5134'STATION) FOR 0.4 MI (0.6 KM) TO BRIDGE -B-03-157- OVER THE YELLOW
 DN5134'RIVER AND THE STATION ON THE RIGHT.
 DN5134'
 DN5134'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5134'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5134'THE NORTH END OF THE EAST BRIDGE ABUTMENT APPROXIMATELY LEVEL WITH THE
 DN5134'ROAD PAVEMENT.
 DN5134'
 DN5134'THE STATION IS 4.9 M (16.1 FT) NORTH OF THE CENTERLINE OF 20 1/2
 DN5134'AVENUE, 40 CM (16 INCHES) EAST OF THE WEST EDGE OF THE EAST ABUTMENT,
 DN5134'28 CM (11 INCHES) NORTH OF THE EAST GUARD RAIL POST AND 1.5 M (4.9 FT)
 DN5134'WEST OF A WHITE PLASTIC WITNESS POST.
 DN5134'
 DN5134'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5134'QUADRANTS EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5133 ***********************************************************************
 DN5133  DESIGNATION -  7C04
 DN5133  PID         -  DN5133
 DN5133  STATE/COUNTY-  WI/BARRON
 DN5133  COUNTRY     -  US
 DN5133  USGS QUAD   -  HAUGEN (2018)
 DN5133
 DN5133                         *CURRENT SURVEY CONTROL
 DN5133  ______________________________________________________________________
 DN5133* NAD 83(1986) POSITION- 45 30 09.2    (N) 091 51 44.0    (W)   HD_HELD2
 DN5133* NAVD 88 ORTHO HEIGHT -   349.028 (meters)     1145.10  (feet) ADJUSTED
 DN5133  ______________________________________________________________________
 DN5133  GEOID HEIGHT    -        -30.207 (meters)                     GEOID18
 DN5133  DYNAMIC HEIGHT  -        348.993 (meters)     1144.99  (feet) COMP
 DN5133  MODELED GRAVITY -    980,507.0   (mgal)                       NAVD 88
 DN5133
 DN5133  VERT ORDER      -  SECOND    CLASS I
 DN5133
 DN5133.The horizontal coordinates were established by autonomous hand held GPS
 DN5133.observations and have an estimated accuracy of +/- 10 meters.
 DN5133
 DN5133.The orthometric height was determined by differential leveling and
 DN5133.adjusted by the WI DEPT OF TRANSP
 DN5133.in May 2012.
 DN5133
 DN5133.No vertical observational check was made to the station.
 DN5133
 DN5133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5133.GEOID18 height accuracy estimate available here.
 DN5133
 DN5133.Click photographs - Photos may exist for this station.
 DN5133
 DN5133.The dynamic height is computed by dividing the NAVD 88
 DN5133.geopotential number by the normal gravity value computed on the
 DN5133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5133.degrees latitude (g = 980.6199 gals.).
 DN5133
 DN5133.The modeled gravity was interpolated from observed gravity values.
 DN5133
 DN5133;                    North         East    Units  Estimated Accuracy
 DN5133;SPC WI C     -   187,158.      454,472.      MT  (+/- 10 meters HH2 GPS)
 DN5133
 DN5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8888639409(NAD 83)
 DN5133
 DN5133                          SUPERSEDED SURVEY CONTROL
 DN5133
 DN5133.No superseded survey control is available for this station.
 DN5133
 DN5133_MARKER: DD = SURVEY DISK
 DN5133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5133_SP_SET: BRIDGE ABUTMENT
 DN5133_STAMPING: 7C04 2006
 DN5133_MARK LOGO: WIDT
 DN5133_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5133+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2009
 DN5133
 DN5133  HISTORY     - Date     Condition        Report By
 DN5133  HISTORY     - 2005     MONUMENTED       WIDT
 DN5133  HISTORY     - 20091112 GOOD             WIDT
 DN5133
 DN5133                          STATION DESCRIPTION
 DN5133
 DN5133'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5133'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH STATE
 DN5133'HIGHWAY 25 APPROXIMATELY 4 MI (6.4 KM) WEST OF THE CITY OF RICE LAKE,
 DN5133'GO SOUTH ON STATE HIGHWAY 25 FOR 0.5 MI (0.8 KM) TO 20 1/2 AVENUE
 DN5133'RIGHT.  TURN RIGHT AND GO WEST ON 20 1/2 AVENUE FOR 0.7 MI (1.1 KM) TO
 DN5133'THE BRIDGE OVER ENGLE CREEK AND THE STATION ON THE RIGHT.
 DN5133'
 DN5133'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5133'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5133'THE NORTH END OF THE EAST BRIDGE ABUTMENT AND LEVEL WITH THE ROAD
 DN5133'PAVEMENT.
 DN5133'
 DN5133'THE STATION IS 4.3 M (14.1 FT) NORTH OF THE CENTERLINE OF 20 1/2
 DN5133'AVENUE, 63.0 M (206.7 FT) WEST OF THE CENTERLINE OF 14TH STREET, 22 CM
 DN5133'(9 INCHES) EAST OF THE WEST EDGE OF THE EAST BRIDGE ABUTMENT, 20 CM (8
 DN5133'INCHES) NORTH OF THE NORTH EDGE OF THE NORTH BRIDGE PARAPET AND 1.0 M
 DN5133'(3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DN5133'
 DN5133'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5133'QUADRANTS EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5150 ***********************************************************************
 DN5150  DESIGNATION -  7C05
 DN5150  PID         -  DN5150
 DN5150  STATE/COUNTY-  WI/BARRON
 DN5150  COUNTRY     -  US
 DN5150  USGS QUAD   -  HAUGEN (2018)
 DN5150
 DN5150                         *CURRENT SURVEY CONTROL
 DN5150  ______________________________________________________________________
 DN5150* NAD 83(1986) POSITION- 45 30 26.3    (N) 091 50 50.8    (W)   HD_HELD2
 DN5150* NAVD 88 ORTHO HEIGHT -   358.069 (meters)     1174.76  (feet) ADJUSTED
 DN5150  ______________________________________________________________________
 DN5150  GEOID HEIGHT    -        -30.198 (meters)                     GEOID18
 DN5150  DYNAMIC HEIGHT  -        358.034 (meters)     1174.65  (feet) COMP
 DN5150  MODELED GRAVITY -    980,508.0   (mgal)                       NAVD 88
 DN5150
 DN5150  VERT ORDER      -  SECOND    CLASS I
 DN5150
 DN5150.The horizontal coordinates were established by autonomous hand held GPS
 DN5150.observations and have an estimated accuracy of +/- 10 meters.
 DN5150
 DN5150.The orthometric height was determined by differential leveling and
 DN5150.adjusted by the WI DEPT OF TRANSP
 DN5150.in May 2012.
 DN5150
 DN5150.No vertical observational check was made to the station.
 DN5150
 DN5150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5150.GEOID18 height accuracy estimate available here.
 DN5150
 DN5150.Click photographs - Photos may exist for this station.
 DN5150
 DN5150.The dynamic height is computed by dividing the NAVD 88
 DN5150.geopotential number by the normal gravity value computed on the
 DN5150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5150.degrees latitude (g = 980.6199 gals.).
 DN5150
 DN5150.The modeled gravity was interpolated from observed gravity values.
 DN5150
 DN5150;                    North         East    Units  Estimated Accuracy
 DN5150;SPC WI C     -   187,660.      455,638.      MT  (+/- 10 meters HH2 GPS)
 DN5150
 DN5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9003339954(NAD 83)
 DN5150
 DN5150                          SUPERSEDED SURVEY CONTROL
 DN5150
 DN5150.No superseded survey control is available for this station.
 DN5150
 DN5150_MARKER: DD = SURVEY DISK
 DN5150_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5150_SP_SET: BRIDGE ABUTMENT
 DN5150_STAMPING: 7C05 2006
 DN5150_MARK LOGO: WIDT
 DN5150_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5150+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2009
 DN5150
 DN5150  HISTORY     - Date     Condition        Report By
 DN5150  HISTORY     - 2005     MONUMENTED       WIDT
 DN5150  HISTORY     - 20091112 GOOD             WIDT
 DN5150
 DN5150                          STATION DESCRIPTION
 DN5150
 DN5150'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5150'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 (WEST KNAPP
 DN5150'STREET) WITH US HIGHWAY 53 ON THE WEST SIDE OF THE CITY OF RICE LAKE,
 DN5150'GO WEST ON STATE HIGHWAY 48 FOR 4.1 MI (6.6 KM) TO STATE HIGHWAY 25
 DN5150'LEFT.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 25 FOR 0.15 MI (0.2 KM)
 DN5150'TO A BRIDGE OVER ENGLE CREEK AND THE STATION ON THE LEFT.
 DN5150'
 DN5150'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5150'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5150'THE EAST END OF THE NORTH BRIDGE ABUTMENT AND LEVEL WITH THE HIGHWAY
 DN5150'PAVEMENT.
 DN5150'
 DN5150'THE STATION IS 4.4 M (14.4 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DN5150'25 23 CM (9 INCHES) WEST OF THE EAST END OF THE NORTH ABUTMENT, 22 CM
 DN5150'(9 INCHES) NORTH OF THE SOUTH EDGE OF THE NORTH ABUTMENT AND 1.2 M
 DN5150'(3.9 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DN5150'
 DN5150'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE EAST AND
 DN5150'WEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5402 ***********************************************************************
 DN5402  DESIGNATION -  7C07
 DN5402  PID         -  DN5402
 DN5402  STATE/COUNTY-  WI/WASHBURN
 DN5402  COUNTRY     -  US
 DN5402  USGS QUAD   -  SPOONER LAKE (2018)
 DN5402
 DN5402                         *CURRENT SURVEY CONTROL
 DN5402  ______________________________________________________________________
 DN5402* NAD 83(1986) POSITION- 45 50 35.93   (N) 091 51 46.01   (W)   HD_HELD1
 DN5402* NAVD 88 ORTHO HEIGHT -   344.396 (meters)     1129.91  (feet) ADJUSTED
 DN5402  ______________________________________________________________________
 DN5402  GEOID HEIGHT    -        -28.780 (meters)                     GEOID18
 DN5402  DYNAMIC HEIGHT  -        344.387 (meters)     1129.88  (feet) COMP
 DN5402  MODELED GRAVITY -    980,578.7   (mgal)                       NAVD 88
 DN5402
 DN5402  VERT ORDER      -  SECOND    CLASS I
 DN5402
 DN5402.The horizontal coordinates were determined by differentially corrected
 DN5402.hand held GPS observations or other comparable positioning techniques
 DN5402.and have an estimated accuracy of +/- 3 meters.
 DN5402
 DN5402.The orthometric height was determined by differential leveling and
 DN5402.adjusted by the WI DEPT OF TRANSP
 DN5402.in May 2012.
 DN5402
 DN5402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5402.GEOID18 height accuracy estimate available here.
 DN5402
 DN5402.Click photographs - Photos may exist for this station.
 DN5402
 DN5402.The dynamic height is computed by dividing the NAVD 88
 DN5402.geopotential number by the normal gravity value computed on the
 DN5402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5402.degrees latitude (g = 980.6199 gals.).
 DN5402
 DN5402.The modeled gravity was interpolated from observed gravity values.
 DN5402
 DN5402;                    North         East    Units  Estimated Accuracy
 DN5402;SPC WI N     -    76,901.7     455,315.0     MT  (+/- 3 meters HH1 GPS) 
 DN5402
 DN5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8830577267(NAD 83)
 DN5402
 DN5402                          SUPERSEDED SURVEY CONTROL
 DN5402
 DN5402.No superseded survey control is available for this station.
 DN5402
 DN5402_MARKER: DD = SURVEY DISK
 DN5402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5402_STAMPING: 7C07 2009
 DN5402_MARK LOGO: WIDT
 DN5402_PROJECTION: FLUSH
 DN5402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5402+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2009
 DN5402
 DN5402  HISTORY     - Date     Condition        Report By
 DN5402  HISTORY     - 2009     MONUMENTED       WIDT
 DN5402  HISTORY     - 20091207 GOOD             WIDT
 DN5402
 DN5402                          STATION DESCRIPTION
 DN5402
 DN5402'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5402'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND USH 53,
 DN5402'GO NORTH ON USH 53 FOR APPROXIMATELY 1.8 MI (2.9 KM) TO COUNTY HIGHWAY
 DN5402'H.  TURN LEFT AND GO WEST ON COUNTY HIGHWAY H FOR 0.1 MI (0.2 KM) TO
 DN5402'THE STATION ON THE LEFT.
 DN5402'
 DN5402'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5402'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN5402'GROUND.
 DN5402'
 DN5402'IT IS 40 FT (12.2 M) SOUTH OF THE COUNTY HIGHWAY H CENTERLINE,
 DN5402'APPROXIMATELY EVEN WITH THE COUNTY HIGHWAY H PAVEMENT, 0.1 MI (0.2 KM)
 DN5402'WEST OF USH 53 AND 0.5 MI (0.8 KM) EAST OF USH 63 AND IS 1 M (3.3 FT)
 DN5402'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5402'
 DN5402'NOTE-THERE ARE NO OBSTRUCTIONS MORE THAN 15 DEGREES ABOVE THE HORIZON
 DN5402'AT THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5190 ***********************************************************************
 DN5190  DESIGNATION -  7C08
 DN5190  PID         -  DN5190
 DN5190  STATE/COUNTY-  WI/WASHBURN
 DN5190  COUNTRY     -  US
 DN5190  USGS QUAD   -  SPOONER LAKE (2018)
 DN5190
 DN5190                         *CURRENT SURVEY CONTROL
 DN5190  ______________________________________________________________________
 DN5190* NAD 83(1986) POSITION- 45 49 27.7    (N) 091 51 20.3    (W)   HD_HELD2
 DN5190* NAVD 88 ORTHO HEIGHT -   329.928 (meters)     1082.44  (feet) ADJUSTED
 DN5190  ______________________________________________________________________
 DN5190  GEOID HEIGHT    -        -28.937 (meters)                     GEOID18
 DN5190  DYNAMIC HEIGHT  -        329.915 (meters)     1082.40  (feet) COMP
 DN5190  MODELED GRAVITY -    980,568.4   (mgal)                       NAVD 88
 DN5190
 DN5190  VERT ORDER      -  SECOND    CLASS I
 DN5190
 DN5190.The horizontal coordinates were established by autonomous hand held GPS
 DN5190.observations and have an estimated accuracy of +/- 10 meters.
 DN5190
 DN5190.The orthometric height was determined by differential leveling and
 DN5190.adjusted by the WI DEPT OF TRANSP
 DN5190.in May 2012.
 DN5190
 DN5190.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5190.GEOID18 height accuracy estimate available here.
 DN5190
 DN5190.Click photographs - Photos may exist for this station.
 DN5190
 DN5190.The dynamic height is computed by dividing the NAVD 88
 DN5190.geopotential number by the normal gravity value computed on the
 DN5190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5190.degrees latitude (g = 980.6199 gals.).
 DN5190
 DN5190.The modeled gravity was interpolated from observed gravity values.
 DN5190
 DN5190;                    North         East    Units  Estimated Accuracy
 DN5190;SPC WI N     -    74,783.      455,820.      MT  (+/- 10 meters HH2 GPS)
 DN5190
 DN5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8889075169(NAD 83)
 DN5190
 DN5190                          SUPERSEDED SURVEY CONTROL
 DN5190
 DN5190.No superseded survey control is available for this station.
 DN5190
 DN5190_MARKER: DD = SURVEY DISK
 DN5190_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5190_SP_SET: BRIDGE PARAPET
 DN5190_STAMPING: 7C08 2006
 DN5190_MARK LOGO: WIDT
 DN5190_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5190+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2009
 DN5190
 DN5190  HISTORY     - Date     Condition        Report By
 DN5190  HISTORY     - 2006     MONUMENTED       WIDT
 DN5190  HISTORY     - 20091027 GOOD             WIDT
 DN5190
 DN5190                          STATION DESCRIPTION
 DN5190
 DN5190'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5190'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DN5190'HIGHWAY 70 APPROXIMATELY 2 MI (3.2 KM) EAST OF THE CITY OF SPOONER, GO
 DN5190'NORTH ON US HIGHWAY 53 FOR 0.45 MI (0.7 KM) TO BRIDGE -B-65-23-86-
 DN5190'OVER THE YELLOW RIVER AND THE STATION ON THE RIGHT.
 DN5190'
 DN5190'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5190'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5190'THE NORTH END OF THE EAST BRIDGE PARAPET APPROXIMATELY 0.9 M (3.0 FT)
 DN5190'HIGHER THAN THE HIGHWAY PAVEMENT.
 DN5190'
 DN5190'THE STATION IS 6.8 M (22.3 FT) EAST OF THE CENTERLINE OF THE TWO
 DN5190'NORTHBOUND LANES OF US HIGHWAY 53, 2.0 M (6.6 FT) NORTH OF A BRIDGE
 DN5190'EXPANSION JOINT AND 1.4 M (4.6 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DN5190'POST.
 DN5190'
 DN5190'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTHEAST
 DN5190'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5199 ***********************************************************************
 DN5199  DESIGNATION -  7C09
 DN5199  PID         -  DN5199
 DN5199  STATE/COUNTY-  WI/WASHBURN
 DN5199  COUNTRY     -  US
 DN5199  USGS QUAD   -  SPOONER (2018)
 DN5199
 DN5199                         *CURRENT SURVEY CONTROL
 DN5199  ______________________________________________________________________
 DN5199* NAD 83(1986) POSITION- 45 49 18.89   (N) 091 55 13.31   (W)   HD_HELD1
 DN5199* NAVD 88 ORTHO HEIGHT -   323.272 (meters)     1060.60  (feet) ADJUSTED
 DN5199  ______________________________________________________________________
 DN5199  GEOID HEIGHT    -        -28.650 (meters)                     GEOID18
 DN5199  DYNAMIC HEIGHT  -        323.266 (meters)     1060.58  (feet) COMP
 DN5199  MODELED GRAVITY -    980,588.5   (mgal)                       NAVD 88
 DN5199
 DN5199  VERT ORDER      -  SECOND    CLASS I
 DN5199
 DN5199.The horizontal coordinates were determined by differentially corrected
 DN5199.hand held GPS observations or other comparable positioning techniques
 DN5199.and have an estimated accuracy of +/- 3 meters.
 DN5199
 DN5199.The orthometric height was determined by differential leveling and
 DN5199.adjusted by the WI DEPT OF TRANSP
 DN5199.in May 2012.
 DN5199
 DN5199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5199.GEOID18 height accuracy estimate available here.
 DN5199
 DN5199.Click photographs - Photos may exist for this station.
 DN5199
 DN5199.The dynamic height is computed by dividing the NAVD 88
 DN5199.geopotential number by the normal gravity value computed on the
 DN5199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5199.degrees latitude (g = 980.6199 gals.).
 DN5199
 DN5199.The modeled gravity was interpolated from observed gravity values.
 DN5199
 DN5199;                    North         East    Units  Estimated Accuracy
 DN5199;SPC WI N     -    74,630.5     450,785.8     MT  (+/- 3 meters HH1 GPS) 
 DN5199
 DN5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8386674827(NAD 83)
 DN5199
 DN5199                          SUPERSEDED SURVEY CONTROL
 DN5199
 DN5199.No superseded survey control is available for this station.
 DN5199
 DN5199_MARKER: DD = SURVEY DISK
 DN5199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5199_STAMPING: 7C09 2006
 DN5199_MARK LOGO: WIDT
 DN5199_PROJECTION: FLUSH
 DN5199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5199+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DN5199
 DN5199  HISTORY     - Date     Condition        Report By
 DN5199  HISTORY     - 2005     MONUMENTED       WIDT
 DN5199  HISTORY     - 20091211 GOOD             WIDT
 DN5199
 DN5199                          STATION DESCRIPTION
 DN5199
 DN5199'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5199'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 (RIVER STREET)
 DN5199'WITH STATE HIGHWAY 70 (MAPLE STREET) IN THE CITY OF SPOONER, GO WEST
 DN5199'ON STATE HIGHWAY 70 (WEST MAPLE STREET) FOR 1.4 MI (2.3 KM) TO TOWER
 DN5199'HILL ROAD.  CONTINUE WEST ON STATE HIGHWAY 70 FOR 0.10 MI (0.2 KM) TO
 DN5199'THE STATION ON THE RIGHT.
 DN5199'
 DN5199'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5199'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5199'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5199'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5199'THE STATION IS 12.4 M (40.7 FT) NORTH OF THE CENTERLINE OF STATE
 DN5199'HIGHWAY 70, 0.60 MI (1.0 KM) EAST OF TAUZER LAKE ROAD, 49.5 M (162.4
 DN5199'FT) EAST OF THE CENTERLINE OF PRIVATE ENTRANCE -W7550, W7554-, 40.0 M
 DN5199'(131.2 FT) WEST-SOUTHWEST OF A WOODEN CORNER FENCE POST, 34.0 M (111.5
 DN5199'FT) WEST-SOUTHWEST OF A POWER POLE, 8.3 M (27.2 FT) EAST-SOUTHEAST OF
 DN5199'A STEEL POST, 7.5 M (24.6 FT) SOUTH OF A WIRE FENCE AND IS 1 M (3.3
 DN5199'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5199'
 DN5199'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5199'QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5201 ***********************************************************************
 DN5201  DESIGNATION -  7C10
 DN5201  PID         -  DN5201
 DN5201  STATE/COUNTY-  WI/WASHBURN
 DN5201  COUNTRY     -  US
 DN5201  USGS QUAD   -  SPOONER (2018)
 DN5201
 DN5201                         *CURRENT SURVEY CONTROL
 DN5201  ______________________________________________________________________
 DN5201* NAD 83(1986) POSITION- 45 48 32.32   (N) 091 53 54.20   (W)   HD_HELD1
 DN5201* NAVD 88 ORTHO HEIGHT -   330.557 (meters)     1084.50  (feet) ADJUSTED
 DN5201  ______________________________________________________________________
 DN5201  GEOID HEIGHT    -        -28.853 (meters)                     GEOID18
 DN5201  DYNAMIC HEIGHT  -        330.546 (meters)     1084.47  (feet) COMP
 DN5201  MODELED GRAVITY -    980,573.1   (mgal)                       NAVD 88
 DN5201
 DN5201  VERT ORDER      -  SECOND    CLASS I
 DN5201
 DN5201.The horizontal coordinates were determined by differentially corrected
 DN5201.hand held GPS observations or other comparable positioning techniques
 DN5201.and have an estimated accuracy of +/- 3 meters.
 DN5201
 DN5201.The orthometric height was determined by differential leveling and
 DN5201.adjusted by the WI DEPT OF TRANSP
 DN5201.in May 2012.
 DN5201
 DN5201.No vertical observational check was made to the station.
 DN5201
 DN5201.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5201.GEOID18 height accuracy estimate available here.
 DN5201
 DN5201.Click photographs - Photos may exist for this station.
 DN5201
 DN5201.The dynamic height is computed by dividing the NAVD 88
 DN5201.geopotential number by the normal gravity value computed on the
 DN5201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5201.degrees latitude (g = 980.6199 gals.).
 DN5201
 DN5201.The modeled gravity was interpolated from observed gravity values.
 DN5201
 DN5201;                    North         East    Units  Estimated Accuracy
 DN5201;SPC WI N     -    73,152.1     452,458.5     MT  (+/- 3 meters HH1 GPS) 
 DN5201
 DN5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8559373413(NAD 83)
 DN5201
 DN5201                          SUPERSEDED SURVEY CONTROL
 DN5201
 DN5201.No superseded survey control is available for this station.
 DN5201
 DN5201_MARKER: DD = SURVEY DISK
 DN5201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5201_STAMPING: 7C10 2006
 DN5201_MARK LOGO: WIDT
 DN5201_PROJECTION: FLUSH
 DN5201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5201+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DN5201
 DN5201  HISTORY     - Date     Condition        Report By
 DN5201  HISTORY     - 2005     MONUMENTED       WIDT
 DN5201  HISTORY     - 20091211 GOOD             WIDT
 DN5201
 DN5201                          STATION DESCRIPTION
 DN5201
 DN5201'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5201'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 (RIVER STREET)
 DN5201'WITH STATE HIGHWAY 70 (MAPLE STREET) IN THE CITY OF SPOONER, GO SOUTH
 DN5201'ON US HIGHWAY 63 (SOUTH RIVER STREET) FOR 1.0 MI (1.6 KM) TO STATE
 DN5201'HIGHWAY 253 LEFT.  TURN LEFT AND GO SOUTHEAST ON STATE HIGHWAY 253 FOR
 DN5201'40 M (131.2 FT) TO THE STATION ON THE RIGHT.
 DN5201'
 DN5201'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5201'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5201'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5201'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN5201'PAVEMENT.
 DN5201'
 DN5201'THE STATION IS 14.4 M (47.2 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5201'HIGHWAY 253, 41.0 M (134.5 FT) SOUTHEAST OF THE CENTERLINE OF US
 DN5201'HIGHWAY 63, 13.0 M (42.7 FT) EAST OF THE EAST POST OF A -WISCONSIN
 DN5201'DEPARTMENT OF TRANSPORTATION NORTHWEST REGION SPOONER POST- SIGN, 8.7
 DN5201'M (28.5 FT) WEST OF A -SOUTH 253- WOODEN SIGN POST AND IS 1 M (3.3 FT)
 DN5201'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5201'
 DN5201'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5201'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5028 ***********************************************************************
 DN5028  DESIGNATION -  7C11
 DN5028  PID         -  DN5028
 DN5028  STATE/COUNTY-  WI/WASHBURN
 DN5028  COUNTRY     -  US
 DN5028  USGS QUAD   -  SPOONER (2018)
 DN5028
 DN5028                         *CURRENT SURVEY CONTROL
 DN5028  ______________________________________________________________________
 DN5028* NAD 83(1986) POSITION- 45 50 26.9    (N) 091 52 43.7    (W)   HD_HELD2
 DN5028* NAVD 88 ORTHO HEIGHT -   337.014 (meters)     1105.69  (feet) ADJUSTED
 DN5028  ______________________________________________________________________
 DN5028  GEOID HEIGHT    -        -28.724 (meters)                     GEOID18
 DN5028  DYNAMIC HEIGHT  -        337.006 (meters)     1105.66  (feet) COMP
 DN5028  MODELED GRAVITY -    980,582.1   (mgal)                       NAVD 88
 DN5028
 DN5028  VERT ORDER      -  SECOND    CLASS I
 DN5028
 DN5028.The horizontal coordinates were established by autonomous hand held GPS
 DN5028.observations and have an estimated accuracy of +/- 10 meters.
 DN5028
 DN5028.The orthometric height was determined by differential leveling and
 DN5028.adjusted by the WI DEPT OF TRANSP
 DN5028.in May 2012.
 DN5028
 DN5028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5028.GEOID18 height accuracy estimate available here.
 DN5028
 DN5028.Click photographs - Photos may exist for this station.
 DN5028
 DN5028.The dynamic height is computed by dividing the NAVD 88
 DN5028.geopotential number by the normal gravity value computed on the
 DN5028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5028.degrees latitude (g = 980.6199 gals.).
 DN5028
 DN5028.The modeled gravity was interpolated from observed gravity values.
 DN5028
 DN5028;                    North         East    Units  Estimated Accuracy
 DN5028;SPC WI N     -    76,652.      454,064.      MT  (+/- 10 meters HH2 GPS)
 DN5028
 DN5028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8706576971(NAD 83)
 DN5028
 DN5028                          SUPERSEDED SURVEY CONTROL
 DN5028
 DN5028.No superseded survey control is available for this station.
 DN5028
 DN5028_MARKER: DD = SURVEY DISK
 DN5028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5028_STAMPING: 7C11 2006
 DN5028_MARK LOGO: WIDT
 DN5028_PROJECTION: FLUSH
 DN5028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5028+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2009
 DN5028
 DN5028  HISTORY     - Date     Condition        Report By
 DN5028  HISTORY     - 2005     MONUMENTED       WIDT
 DN5028  HISTORY     - 20091207 GOOD             WIDT
 DN5028
 DN5028                          STATION DESCRIPTION
 DN5028
 DN5028'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5028'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5028'HIGHWAY A WEST ON THE NORTH SIDE OF THE CITY OF SPOONER, GO SOUTH ON
 DN5028'US HIGHWAY 63 FOR 0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.
 DN5028'
 DN5028'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5028'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5028'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5028'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5028'THE STATION IS 12.6 M (41.3 FT) NORTHWEST OF THE CENTERLINE OF US
 DN5028'HIGHWAY 63, 38.3 M (125.7 FT) NORTHEAST OF THE CENTERLINE OF BUBLIK
 DN5028'DRIVE, 25.5 M (83.7 FT) SOUTH OF THE SOUTH CORNER OF A DRIVE-IN
 DN5028'RESTAURANT BUILDING, 15.7 M (51.5 FT) NORTH OF A -NO PARKING ANY TIME-
 DN5028'WOODEN SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5028'SURROUNDING THE STATION.
 DN5028'
 DN5028'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5028'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING
 DN5028'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5200 ***********************************************************************
 DN5200  DESIGNATION -  7C12
 DN5200  PID         -  DN5200
 DN5200  STATE/COUNTY-  WI/WASHBURN
 DN5200  COUNTRY     -  US
 DN5200  USGS QUAD   -  SPOONER (2018)
 DN5200
 DN5200                         *CURRENT SURVEY CONTROL
 DN5200  ______________________________________________________________________
 DN5200* NAD 83(1986) POSITION- 45 49 15.23   (N) 091 53 53.44   (W)   HD_HELD1
 DN5200* NAVD 88 ORTHO HEIGHT -   326.460 (meters)     1071.06  (feet) ADJUSTED
 DN5200  ______________________________________________________________________
 DN5200  GEOID HEIGHT    -        -28.772 (meters)                     GEOID18
 DN5200  DYNAMIC HEIGHT  -        326.451 (meters)     1071.03  (feet) COMP
 DN5200  MODELED GRAVITY -    980,579.3   (mgal)                       NAVD 88
 DN5200
 DN5200  VERT ORDER      -  SECOND    CLASS I
 DN5200
 DN5200.The horizontal coordinates were determined by differentially corrected
 DN5200.hand held GPS observations or other comparable positioning techniques
 DN5200.and have an estimated accuracy of +/- 3 meters.
 DN5200
 DN5200.The orthometric height was determined by differential leveling and
 DN5200.adjusted by the WI DEPT OF TRANSP
 DN5200.in May 2012.
 DN5200
 DN5200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5200.GEOID18 height accuracy estimate available here.
 DN5200
 DN5200.Click photographs - Photos may exist for this station.
 DN5200
 DN5200.The dynamic height is computed by dividing the NAVD 88
 DN5200.geopotential number by the normal gravity value computed on the
 DN5200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5200.degrees latitude (g = 980.6199 gals.).
 DN5200
 DN5200.The modeled gravity was interpolated from observed gravity values.
 DN5200
 DN5200;                    North         East    Units  Estimated Accuracy
 DN5200;SPC WI N     -    74,476.1     452,506.6     MT  (+/- 3 meters HH1 GPS) 
 DN5200
 DN5200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8559174738(NAD 83)
 DN5200
 DN5200                          SUPERSEDED SURVEY CONTROL
 DN5200
 DN5200.No superseded survey control is available for this station.
 DN5200
 DN5200_MARKER: DD = SURVEY DISK
 DN5200_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5200_SP_SET: BRIDGE ABUTMENT
 DN5200_STAMPING: 7C12 2009
 DN5200_MARK LOGO: WIDT
 DN5200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5200+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2009
 DN5200
 DN5200  HISTORY     - Date     Condition        Report By
 DN5200  HISTORY     - 20090811 MONUMENTED       WIDT
 DN5200  HISTORY     - 20091211 GOOD             WIDT
 DN5200
 DN5200                          STATION DESCRIPTION
 DN5200
 DN5200'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5200'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 (RIVER STREET)
 DN5200'WITH STATE HIGHWAY 70 (MAPLE STREET) IN THE CITY OF SPOONER, GO WEST
 DN5200'ON STATE HIGHWAY 70 (MAPLE STREET) FOR 0.4 MI (0.6 KM) TO THE ENTRANCE
 DN5200'TO THE GOVERNOR TOMMY G THOMPSON STATE FISH HATCHERY ON THE LEFT.
 DN5200'CONTINUE SOUTHEAST ACROSS A PARKING LOT TO A CONCRETE DAM WHICH FORMS
 DN5200'THE WEST END OF THE YELLOW RIVER FLOWAGE.
 DN5200'
 DN5200'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5200'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5200'THE WEST END OF THE SOUTH BRIDGE ABUTMENT OF THE YELLOW RIVER FLOWAGE
 DN5200'DAM.
 DN5200'
 DN5200'THE STATION IS LOCATED APPROXIMATELY 300 FT (91.4 M) SOUTH OF STATE
 DN5200'HIGHWAY 70 AND NEARLY IN LINE WITH FIRST STREET TO THE NORTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5401 ***********************************************************************
 DN5401  DESIGNATION -  7C13
 DN5401  PID         -  DN5401
 DN5401  STATE/COUNTY-  WI/WASHBURN
 DN5401  COUNTRY     -  US
 DN5401  USGS QUAD   -  SPOONER (2018)
 DN5401
 DN5401                         *CURRENT SURVEY CONTROL
 DN5401  ______________________________________________________________________
 DN5401* NAD 83(1986) POSITION- 45 47 22.73   (N) 091 54 11.73   (W)   HD_HELD1
 DN5401* NAVD 88 ORTHO HEIGHT -   341.587 (meters)     1120.69  (feet) ADJUSTED
 DN5401  ______________________________________________________________________
 DN5401  GEOID HEIGHT    -        -28.956 (meters)                     GEOID18
 DN5401  DYNAMIC HEIGHT  -        341.573 (meters)     1120.64  (feet) COMP
 DN5401  MODELED GRAVITY -    980,564.0   (mgal)                       NAVD 88
 DN5401
 DN5401  VERT ORDER      -  SECOND    CLASS I
 DN5401
 DN5401.The horizontal coordinates were determined by differentially corrected
 DN5401.hand held GPS observations or other comparable positioning techniques
 DN5401.and have an estimated accuracy of +/- 3 meters.
 DN5401
 DN5401.The orthometric height was determined by differential leveling and
 DN5401.adjusted by the WI DEPT OF TRANSP
 DN5401.in May 2012.
 DN5401
 DN5401.No vertical observational check was made to the station.
 DN5401
 DN5401.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5401.GEOID18 height accuracy estimate available here.
 DN5401
 DN5401.Click photographs - Photos may exist for this station.
 DN5401
 DN5401.The dynamic height is computed by dividing the NAVD 88
 DN5401.geopotential number by the normal gravity value computed on the
 DN5401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5401.degrees latitude (g = 980.6199 gals.).
 DN5401
 DN5401.The modeled gravity was interpolated from observed gravity values.
 DN5401
 DN5401;                    North         East    Units  Estimated Accuracy
 DN5401;SPC WI N     -    71,013.3     452,028.7     MT  (+/- 3 meters HH1 GPS) 
 DN5401
 DN5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8524471261(NAD 83)
 DN5401
 DN5401                          SUPERSEDED SURVEY CONTROL
 DN5401
 DN5401.No superseded survey control is available for this station.
 DN5401
 DN5401_MARKER: DD = SURVEY DISK
 DN5401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5401_STAMPING: 7C13 2009
 DN5401_MARK LOGO: WIDT
 DN5401_PROJECTION: FLUSH
 DN5401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5401+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2009
 DN5401
 DN5401  HISTORY     - Date     Condition        Report By
 DN5401  HISTORY     - 2009     MONUMENTED       WIDT
 DN5401  HISTORY     - 20091203 GOOD             WIDT
 DN5401
 DN5401                          STATION DESCRIPTION
 DN5401
 DN5401'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5401'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 63 AND STATE
 DN5401'HIGHWAY 253 SOUTH OF THE CITY OF SPOONER, GO SOUTH ON STATE HIGHWAY 63
 DN5401'FOR 1.9 MI (3.1 KM) TO LONE STAR ROAD.  TURN LEFT ON LONE STAR ROAD
 DN5401'AND GO EAST 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DN5401'
 DN5401'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN5401'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN5401'APPROXIMATELY 2 FT (0.6 M) LOWER THAN THE LONE STAR ROAD PAVEMENT.
 DN5401'
 DN5401'THE STATION IS LOCATED 35 FT (10.7 M) NORTH OF LONE STAR ROAD
 DN5401'CENTERLINE, 0.1 MI (0.2 KM) EAST OF STATE HIGHWAY 63, 0.25 MI (0.4 KM)
 DN5401'WEST OF COUNTY HIGHWAY K AND IS 1 M (3.3 FT) SOUTH OF A WHITE PLASTIC
 DN5401'T-POST.
 DN5401'
 DN5401'NOTE-THERE ARE NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE THE
 DN5401'HORIZON AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5021 ***********************************************************************
 DN5021  DESIGNATION -  7C14
 DN5021  PID         -  DN5021
 DN5021  STATE/COUNTY-  WI/WASHBURN
 DN5021  COUNTRY     -  US
 DN5021  USGS QUAD   -  TREGO (2019)
 DN5021
 DN5021                         *CURRENT SURVEY CONTROL
 DN5021  ______________________________________________________________________
 DN5021* NAD 83(1986) POSITION- 45 54 21.44   (N) 091 49 41.40   (W)   HD_HELD1
 DN5021* NAVD 88 ORTHO HEIGHT -   323.716 (meters)     1062.06  (feet) ADJUSTED
 DN5021  ______________________________________________________________________
 DN5021  GEOID HEIGHT    -        -28.511 (meters)                     GEOID18
 DN5021  DYNAMIC HEIGHT  -        323.713 (meters)     1062.05  (feet) COMP
 DN5021  MODELED GRAVITY -    980,596.6   (mgal)                       NAVD 88
 DN5021
 DN5021  VERT ORDER      -  SECOND    CLASS I
 DN5021
 DN5021.The horizontal coordinates were determined by differentially corrected
 DN5021.hand held GPS observations or other comparable positioning techniques
 DN5021.and have an estimated accuracy of +/- 3 meters.
 DN5021
 DN5021.The orthometric height was determined by differential leveling and
 DN5021.adjusted by the WI DEPT OF TRANSP
 DN5021.in May 2012.
 DN5021
 DN5021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5021.GEOID18 height accuracy estimate available here.
 DN5021
 DN5021.Click photographs - Photos may exist for this station.
 DN5021
 DN5021.The dynamic height is computed by dividing the NAVD 88
 DN5021.geopotential number by the normal gravity value computed on the
 DN5021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5021.degrees latitude (g = 980.6199 gals.).
 DN5021
 DN5021.The modeled gravity was interpolated from observed gravity values.
 DN5021
 DN5021;                    North         East    Units  Estimated Accuracy
 DN5021;SPC WI N     -    83,799.7     458,163.2     MT  (+/- 3 meters HH1 GPS) 
 DN5021
 DN5021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9089184266(NAD 83)
 DN5021
 DN5021                          SUPERSEDED SURVEY CONTROL
 DN5021
 DN5021.No superseded survey control is available for this station.
 DN5021
 DN5021_MARKER: DD = SURVEY DISK
 DN5021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5021_STAMPING: 7C14 2006
 DN5021_MARK LOGO: WIDT
 DN5021_PROJECTION: FLUSH
 DN5021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5021+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2009
 DN5021
 DN5021  HISTORY     - Date     Condition        Report By
 DN5021  HISTORY     - 2005     MONUMENTED       WIDT
 DN5021  HISTORY     - 20091214 GOOD             WIDT
 DN5021
 DN5021                          STATION DESCRIPTION
 DN5021
 DN5021'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5021'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE USH 53
 DN5021'INTERSECTION WITH USH 63 (EAST)/LIESCH ROAD (WEST) BETWEEN LIESCH ROAD
 DN5021'AND SOUTHBOUND USH 53 IN THE COMMUNITY OF TREGO.
 DN5021'
 DN5021'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5021'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5021'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5021'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5021'THE STATION IS 38.4 M (126.0 FT) NORTH OF THE CENTERLINE OF LIESCH
 DN5021'ROAD CONNECTION TO USH 53, 27.1 M (88.9 FT) WEST OF THE CENTERLINE OF
 DN5021'THE TWO SOUTHBOUND LANES OF US HIGHWAY 53, 17.5 M (57.4 FT) EAST OF
 DN5021'THE CENTERLINE OF LIESCH ROAD, 26.7 M (87.6 FT) NORTH-NORTHWEST OF THE
 DN5021'NORTH POST OF A -SPOONER LEFT- SIGN, 20.3 M (66.6 FT) NORTHWEST OF THE
 DN5021'WEST POST OF A -NORTH 63 LEFT, SOUTH 53 AHEAD, SOUTH 63 AHEAD- SIGN,
 DN5021'5.3 M (17.4 FT) EAST OF A WOVEN RIGHT-OF-WAY FENCE AND IS 1 M (3.3 FT)
 DN5021'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5021'
 DN5021'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5021'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5019 ***********************************************************************
 DN5019  DESIGNATION -  7C16
 DN5019  PID         -  DN5019
 DN5019  STATE/COUNTY-  WI/WASHBURN
 DN5019  COUNTRY     -  US
 DN5019  USGS QUAD   -  TREGO (2019)
 DN5019
 DN5019                         *CURRENT SURVEY CONTROL
 DN5019  ______________________________________________________________________
 DN5019* NAD 83(1986) POSITION- 45 54 37.67   (N) 091 46 52.90   (W)   HD_HELD1
 DN5019* NAVD 88 ORTHO HEIGHT -   325.924 (meters)     1069.30  (feet) ADJUSTED
 DN5019  ______________________________________________________________________
 DN5019  GEOID HEIGHT    -        -28.643 (meters)                     GEOID18
 DN5019  DYNAMIC HEIGHT  -        325.918 (meters)     1069.28  (feet) COMP
 DN5019  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 DN5019
 DN5019  VERT ORDER      -  SECOND    CLASS I
 DN5019
 DN5019.The horizontal coordinates were determined by differentially corrected
 DN5019.hand held GPS observations or other comparable positioning techniques
 DN5019.and have an estimated accuracy of +/- 3 meters.
 DN5019
 DN5019.The orthometric height was determined by differential leveling and
 DN5019.adjusted by the WI DEPT OF TRANSP
 DN5019.in May 2012.
 DN5019
 DN5019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5019.GEOID18 height accuracy estimate available here.
 DN5019
 DN5019.Click photographs - Photos may exist for this station.
 DN5019
 DN5019.The dynamic height is computed by dividing the NAVD 88
 DN5019.geopotential number by the normal gravity value computed on the
 DN5019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5019.degrees latitude (g = 980.6199 gals.).
 DN5019
 DN5019.The modeled gravity was interpolated from observed gravity values.
 DN5019
 DN5019;                    North         East    Units  Estimated Accuracy
 DN5019;SPC WI N     -    84,218.1     461,805.2     MT  (+/- 3 meters HH1 GPS) 
 DN5019
 DN5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9451384821(NAD 83)
 DN5019
 DN5019                          SUPERSEDED SURVEY CONTROL
 DN5019
 DN5019.No superseded survey control is available for this station.
 DN5019
 DN5019_MARKER: DD = SURVEY DISK
 DN5019_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5019_SP_SET: BRIDGE BRIDGE PARAPET
 DN5019_STAMPING: 7C16 2006
 DN5019_MARK LOGO: WIDT
 DN5019_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5019+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2009
 DN5019
 DN5019  HISTORY     - Date     Condition        Report By
 DN5019  HISTORY     - 2006     MONUMENTED       WIDT
 DN5019  HISTORY     - 20091203 GOOD             WIDT
 DN5019
 DN5019                          STATION DESCRIPTION
 DN5019
 DN5019'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5019'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5019'HIGHWAY EAST SOUTH AND NORTH ROAD NORTH IN THE COMMUNITY OF EARL
 DN5019'APPROXIMATELY 3 MI (4.8 KM) EAST OF THE COMMUNITY OF TREGO, GO WEST ON
 DN5019'US HIGHWAY 63 FOR 0.82 MI (1.3 KM) TO BRIDGE -B-65-10-66- AND THE
 DN5019'STATION ON THE RIGHT.
 DN5019'
 DN5019'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5019'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5019'THE WEST END OF THE NORTH BRIDGE PARAPET APPROXIMATELY 0.7 M (2.3 FT)
 DN5019'HIGHER THAN THE HIGHWAY PAVEMENT.
 DN5019'
 DN5019'THE STATION IS 6.8 M (22.3 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DN5019'63, 2.9 M (9.5 FT) EAST OF A YELLOW -CAUTION GAS PIPELINE- POST, 2.9 M
 DN5019'(9.5 FT) EAST OF THE WEST END OF THE PARAPET, 0.1 M (0.3 FT) WEST OF A
 DN5019'BRIDGE EXPANSION JOINT AND 2.9 M (9.5 FT) EAST OF A WHITE PLASTIC
 DN5019'WITNESS POST.
 DN5019'
 DN5019'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5019'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING
 DN5019'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5018 ***********************************************************************
 DN5018  DESIGNATION -  7C17
 DN5018  PID         -  DN5018
 DN5018  STATE/COUNTY-  WI/WASHBURN
 DN5018  COUNTRY     -  US
 DN5018  USGS QUAD   -  SPRINGBROOK (2019)
 DN5018
 DN5018                         *CURRENT SURVEY CONTROL
 DN5018  ______________________________________________________________________
 DN5018* NAD 83(1986) POSITION- 45 55 16.7    (N) 091 43 49.8    (W)   HD_HELD2
 DN5018* NAVD 88 ORTHO HEIGHT -   325.417 (meters)     1067.64  (feet) ADJUSTED
 DN5018  ______________________________________________________________________
 DN5018  GEOID HEIGHT    -        -28.718 (meters)                     GEOID18
 DN5018  DYNAMIC HEIGHT  -        325.412 (meters)     1067.62  (feet) COMP
 DN5018  MODELED GRAVITY -    980,589.1   (mgal)                       NAVD 88
 DN5018
 DN5018  VERT ORDER      -  SECOND    CLASS I
 DN5018
 DN5018.The horizontal coordinates were established by autonomous hand held GPS
 DN5018.observations and have an estimated accuracy of +/- 10 meters.
 DN5018
 DN5018.The orthometric height was determined by differential leveling and
 DN5018.adjusted by the WI DEPT OF TRANSP
 DN5018.in May 2012.
 DN5018
 DN5018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5018.GEOID18 height accuracy estimate available here.
 DN5018
 DN5018.Click photographs - Photos may exist for this station.
 DN5018
 DN5018.The dynamic height is computed by dividing the NAVD 88
 DN5018.geopotential number by the normal gravity value computed on the
 DN5018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5018.degrees latitude (g = 980.6199 gals.).
 DN5018
 DN5018.The modeled gravity was interpolated from observed gravity values.
 DN5018
 DN5018;                    North         East    Units  Estimated Accuracy
 DN5018;SPC WI N     -    85,336.      465,777.      MT  (+/- 10 meters HH2 GPS)
 DN5018
 DN5018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9843986087(NAD 83)
 DN5018
 DN5018                          SUPERSEDED SURVEY CONTROL
 DN5018
 DN5018.No superseded survey control is available for this station.
 DN5018
 DN5018_MARKER: DD = SURVEY DISK
 DN5018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN5018_SP_SET: BOX CULVERT
 DN5018_STAMPING: 7C17 2006
 DN5018_MARK LOGO: WIDT
 DN5018_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5018+STABILITY: SURFACE MOTION
 DN5018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5018+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2009
 DN5018
 DN5018  HISTORY     - Date     Condition        Report By
 DN5018  HISTORY     - 2006     MONUMENTED       WIDT
 DN5018  HISTORY     - 20091203 GOOD             WIDT
 DN5018
 DN5018                          STATION DESCRIPTION
 DN5018
 DN5018'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5018'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5018'HIGHWAY E (SOUTH)/NORTH ROAD (NORTH) IN THE COMMUNITY OF EARL AND
 DN5018'APPROXIMATELY 3 MI (4.8 KM) EAST OF THE COMMUNITY OF TREGO, GO
 DN5018'NORTHEAST ON US HIGHWAY 63 FOR 1.0 MI (1.6 KM) TO ANDERSON ROAD RIGHT.
 DN5018'CONTINUE NORTHEAST ON US HIGHWAY 63 FOR 0.70 MI (1.1 KM) TO BOX
 DN5018'CULVERT -B-65-12-66- AND THE STATION ON THE RIGHT.
 DN5018'
 DN5018'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5018'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5018'THE SOUTHEAST CORNER OF THE BOX CULVERT NEAR THE SOUTHEAST WING WALL
 DN5018'APPROXIMATELY 4 M (13.1 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5018'
 DN5018'THE STATION IS 20.1 M (65.9 FT) SOUTHEAST OF THE CENTERLINE OF US
 DN5018'HIGHWAY 63, 0.22 MI (0.4 KM) SOUTHWEST OF VYE LANE AND 0.8 M (2.6 FT)
 DN5018'NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DN5018'
 DN5018'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTHEAST
 DN5018'EXTENDING TO 50 DEGREES ABOVE THE HORIZON AND A RAILROAD BRIDGE TO THE
 DN5018'NORTHEAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5017 ***********************************************************************
 DN5017  DESIGNATION -  7C18
 DN5017  PID         -  DN5017
 DN5017  STATE/COUNTY-  WI/WASHBURN
 DN5017  COUNTRY     -  US
 DN5017  USGS QUAD   -  SPRINGBROOK (2019)
 DN5017
 DN5017                         *CURRENT SURVEY CONTROL
 DN5017  ______________________________________________________________________
 DN5017* NAD 83(1986) POSITION- 45 56 06.7    (N) 091 42 17.9    (W)   HD_HELD2
 DN5017* NAVD 88 ORTHO HEIGHT -   340.133 (meters)     1115.92  (feet) ADJUSTED
 DN5017  ______________________________________________________________________
 DN5017  GEOID HEIGHT    -        -28.693 (meters)                     GEOID18
 DN5017  DYNAMIC HEIGHT  -        340.129 (meters)     1115.91  (feet) COMP
 DN5017  MODELED GRAVITY -    980,594.4   (mgal)                       NAVD 88
 DN5017
 DN5017  VERT ORDER      -  SECOND    CLASS I
 DN5017
 DN5017.The horizontal coordinates were established by autonomous hand held GPS
 DN5017.observations and have an estimated accuracy of +/- 10 meters.
 DN5017
 DN5017.The orthometric height was determined by differential leveling and
 DN5017.adjusted by the WI DEPT OF TRANSP
 DN5017.in May 2012.
 DN5017
 DN5017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5017.GEOID18 height accuracy estimate available here.
 DN5017
 DN5017.Click photographs - Photos may exist for this station.
 DN5017
 DN5017.The dynamic height is computed by dividing the NAVD 88
 DN5017.geopotential number by the normal gravity value computed on the
 DN5017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5017.degrees latitude (g = 980.6199 gals.).
 DN5017
 DN5017.The modeled gravity was interpolated from observed gravity values.
 DN5017
 DN5017;                    North         East    Units  Estimated Accuracy
 DN5017;SPC WI N     -    86,836.      467,789.      MT  (+/- 10 meters HH2 GPS)
 DN5017
 DN5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0039387662(NAD 83)
 DN5017
 DN5017                          SUPERSEDED SURVEY CONTROL
 DN5017
 DN5017.No superseded survey control is available for this station.
 DN5017
 DN5017_MARKER: DD = SURVEY DISK
 DN5017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5017_STAMPING: 7C18 2006
 DN5017_MARK LOGO: WIDT
 DN5017_PROJECTION: FLUSH
 DN5017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5017+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2009
 DN5017
 DN5017  HISTORY     - Date     Condition        Report By
 DN5017  HISTORY     - 2005     MONUMENTED       WIDT
 DN5017  HISTORY     - 20091204 GOOD             WIDT
 DN5017
 DN5017                          STATION DESCRIPTION
 DN5017
 DN5017'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5017'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5017'HIGHWAY M SOUTH IN THE COMMUNITY OF SPRINGBROOK APPROXIMATELY 7 MI
 DN5017'(11.3 KM) NORTHEAST OF THE COMMUNITY OF TREGO, GO SOUTHWEST ON US
 DN5017'HIGHWAY 63 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT.
 DN5017'
 DN5017'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5017'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5017'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5017'GROUND AND APPROXIMATELY 3 M (9.8 FT) HIGHER THAN THE HIGHWAY
 DN5017'PAVEMENT.
 DN5017'
 DN5017'THE STATION IS 26.9 M (88.3 FT) SOUTHEAST OF THE CENTERLINE OF US
 DN5017'HIGHWAY 63, 0.11 MI (0.2 KM) NORTHEAST OF PRIVATE ENTRANCE -W3399,
 DN5017'W3411-, 0.10 MI (0.2 KM) SOUTHWEST OF PRIVATE ENTRANCE -W3338-, 12.3 M
 DN5017'(40.4 FT) SOUTHWEST OF A YELLOW METAL POST WITH A -WIS DOT SURVEY
 DN5017'MARKER- SIGN ATTACHED AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5017'T-POSTS SURROUNDING THE STATION.
 DN5017'
 DN5017'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTHEAST
 DN5017'QUADRANT EXTENDING TO 50 DEGREES AND TREES IN THE SOUTHEAST QUADRANT
 DN5017'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5016 ***********************************************************************
 DN5016  DESIGNATION -  7C19
 DN5016  PID         -  DN5016
 DN5016  STATE/COUNTY-  WI/WASHBURN
 DN5016  COUNTRY     -  US
 DN5016  USGS QUAD   -  SPRINGBROOK (2019)
 DN5016
 DN5016                         *CURRENT SURVEY CONTROL
 DN5016  ______________________________________________________________________
 DN5016* NAD 83(1986) POSITION- 45 57 23.97   (N) 091 40 52.52   (W)   HD_HELD1
 DN5016* NAVD 88 ORTHO HEIGHT -   334.792 (meters)     1098.40  (feet) ADJUSTED
 DN5016  ______________________________________________________________________
 DN5016  GEOID HEIGHT    -        -28.608 (meters)                     GEOID18
 DN5016  DYNAMIC HEIGHT  -        334.792 (meters)     1098.40  (feet) COMP
 DN5016  MODELED GRAVITY -    980,603.9   (mgal)                       NAVD 88
 DN5016
 DN5016  VERT ORDER      -  SECOND    CLASS I
 DN5016
 DN5016.The horizontal coordinates were determined by differentially corrected
 DN5016.hand held GPS observations or other comparable positioning techniques
 DN5016.and have an estimated accuracy of +/- 3 meters.
 DN5016
 DN5016.The orthometric height was determined by differential leveling and
 DN5016.adjusted by the WI DEPT OF TRANSP
 DN5016.in May 2012.
 DN5016
 DN5016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5016.GEOID18 height accuracy estimate available here.
 DN5016
 DN5016.Click photographs - Photos may exist for this station.
 DN5016
 DN5016.The dynamic height is computed by dividing the NAVD 88
 DN5016.geopotential number by the normal gravity value computed on the
 DN5016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5016.degrees latitude (g = 980.6199 gals.).
 DN5016
 DN5016.The modeled gravity was interpolated from observed gravity values.
 DN5016
 DN5016;                    North         East    Units  Estimated Accuracy
 DN5016;SPC WI N     -    89,182.0     469,678.7     MT  (+/- 3 meters HH1 GPS) 
 DN5016
 DN5016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0219290077(NAD 83)
 DN5016
 DN5016                          SUPERSEDED SURVEY CONTROL
 DN5016
 DN5016.No superseded survey control is available for this station.
 DN5016
 DN5016_MARKER: DD = SURVEY DISK
 DN5016_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5016_SP_SET: BRIDGE PARAPET
 DN5016_STAMPING: 7C19 2006
 DN5016_MARK LOGO: WIDT
 DN5016_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5016+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2009
 DN5016
 DN5016  HISTORY     - Date     Condition        Report By
 DN5016  HISTORY     - 2006     MONUMENTED       WIDT
 DN5016  HISTORY     - 20091204 GOOD             WIDT
 DN5016
 DN5016                          STATION DESCRIPTION
 DN5016
 DN5016'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5016'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5016'HIGHWAY M (SOUTH)/TREPANIA ROAD (NORTH) IN THE COMMUNITY OF
 DN5016'SPRINGBROOK APPROXIMATELY 7 MI (11.3 KM) NORTHEAST OF THE COMMUNITY OF
 DN5016'TREGO, GO NORTHEAST ON US HIGHWAY 63 AND COUNTY HIGHWAY M FOR 0.7 MI
 DN5016'(1.1 KM) TO LARSON ROAD RIGHT.  CONTINUE NORTHEAST ON US HIGHWAY 63
 DN5016'AND COUNTY HIGHWAY M FOR 0.22 MI (0.4 KM) TO BRIDGE -B-65-19-80- AND
 DN5016'THE STATION ON THE RIGHT.
 DN5016'
 DN5016'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5016'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5016'THE SOUTHWEST END OF THE SOUTHEAST BRIDGE PARAPET APPROXIMATELY 0.8 M
 DN5016'(2.6 FT) HIGHER THAN THE HIGHWAY PAVEMENT.
 DN5016'
 DN5016'THE STATION IS 6.2 M (20.3 FT) SOUTHEAST OF THE CENTERLINE OF US
 DN5016'HIGHWAY 63 AND COUNTY HIGHWAY M, 2.3 M (7.5 FT) SOUTHWEST OF A BRIDGE
 DN5016'EXPANSION JOINT AND 1.3 M (4.3 FT) NORTHEAST OF A WHITE PLASTIC
 DN5016'WITNESS POST.
 DN5016'
 DN5016'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTH
 DN5016'EXTENDING TO 40 DEGREES AND TREES TO THE SOUTHWEST EXTENDING TO 20
 DN5016'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5014 ***********************************************************************
 DN5014  DESIGNATION -  7C20
 DN5014  PID         -  DN5014
 DN5014  STATE/COUNTY-  WI/WASHBURN
 DN5014  COUNTRY     -  US
 DN5014  USGS QUAD   -  BEAN LAKE (2019)
 DN5014
 DN5014                         *CURRENT SURVEY CONTROL
 DN5014  ______________________________________________________________________
 DN5014* NAD 83(1986) POSITION- 45 58 17.2    (N) 091 36 49.0    (W)   HD_HELD2
 DN5014* NAVD 88 ORTHO HEIGHT -   382.546 (meters)     1255.07  (feet) ADJUSTED
 DN5014  ______________________________________________________________________
 DN5014  GEOID HEIGHT    -        -28.682 (meters)                     GEOID18
 DN5014  DYNAMIC HEIGHT  -        382.546 (meters)     1255.07  (feet) COMP
 DN5014  MODELED GRAVITY -    980,603.5   (mgal)                       NAVD 88
 DN5014
 DN5014  VERT ORDER      -  SECOND    CLASS I
 DN5014
 DN5014.The horizontal coordinates were established by autonomous hand held GPS
 DN5014.observations and have an estimated accuracy of +/- 10 meters.
 DN5014
 DN5014.The orthometric height was determined by differential leveling and
 DN5014.adjusted by the WI DEPT OF TRANSP
 DN5014.in May 2012.
 DN5014
 DN5014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5014.GEOID18 height accuracy estimate available here.
 DN5014
 DN5014.Click photographs - Photos may exist for this station.
 DN5014
 DN5014.The dynamic height is computed by dividing the NAVD 88
 DN5014.geopotential number by the normal gravity value computed on the
 DN5014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5014.degrees latitude (g = 980.6199 gals.).
 DN5014
 DN5014.The modeled gravity was interpolated from observed gravity values.
 DN5014
 DN5014;                    North         East    Units  Estimated Accuracy
 DN5014;SPC WI N     -    90,716.      474,955.      MT  (+/- 10 meters HH2 GPS)
 DN5014
 DN5014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0740691809(NAD 83)
 DN5014
 DN5014                          SUPERSEDED SURVEY CONTROL
 DN5014
 DN5014.No superseded survey control is available for this station.
 DN5014
 DN5014_MARKER: DD = SURVEY DISK
 DN5014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5014_STAMPING: 7C20 2006
 DN5014_MARK LOGO: WIDT
 DN5014_PROJECTION: FLUSH
 DN5014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5014+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2009
 DN5014
 DN5014  HISTORY     - Date     Condition        Report By
 DN5014  HISTORY     - 2005     MONUMENTED       WIDT
 DN5014  HISTORY     - 20091207 GOOD             WIDT
 DN5014
 DN5014                          STATION DESCRIPTION
 DN5014
 DN5014'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5014'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5014'HIGHWAY EAST APPROXIMATELY 6 MI (9.7 KM) SOUTHWEST OF THE CITY OF
 DN5014'HAYWARD, GO SOUTH ON COUNTY HIGHWAY EAST FOR 1.2 MI (1.9 KM) TO LARSON
 DN5014'ROAD RIGHT.  TURN RIGHT AND GO WEST ON LARSON ROAD FOR 1.01 MI (1.6
 DN5014'KM) TO THE STATION ON THE LEFT.
 DN5014'
 DN5014'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5014'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5014'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5014'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5014'
 DN5014'THE STATION IS 6.5 M (21.3 FT) SOUTH OF THE CENTERLINE OF LARSON ROAD,
 DN5014'0.46 MI (0.7 KM) EAST OF FIRE LANE ROAD, 93 M (305.1 FT) EAST OF
 DN5014'PRIVATE ENTRANCE -W1535-, 41.5 M (136.2 FT) SOUTHEAST OF A POWER POLE,
 DN5014'39.5 M (129.6 FT) SOUTHWEST OF A POWER POLE, 32.3 M (106.0 FT) EAST OF
 DN5014'THE CENTERLINE OF A FIELD ENTRANCE AND IS 1 M (3.3 FT) FROM THREE
 DN5014'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5014'
 DN5014'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTHEAST,
 DN5014'SOUTHWEST AND NORTH EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4956 ***********************************************************************
 DN4956  DESIGNATION -  7C22
 DN4956  PID         -  DN4956
 DN4956  STATE/COUNTY-  WI/SAWYER
 DN4956  COUNTRY     -  US
 DN4956  USGS QUAD   -  BEAN LAKE (2019)
 DN4956
 DN4956                         *CURRENT SURVEY CONTROL
 DN4956  ______________________________________________________________________
 DN4956* NAD 83(1986) POSITION- 45 59 24.9    (N) 091 31 08.7    (W)   HD_HELD2
 DN4956* NAVD 88 ORTHO HEIGHT -   363.179 (meters)     1191.53  (feet) ADJUSTED
 DN4956  ______________________________________________________________________
 DN4956  GEOID HEIGHT    -        -28.844 (meters)                     GEOID18
 DN4956  DYNAMIC HEIGHT  -        363.180 (meters)     1191.53  (feet) COMP
 DN4956  MODELED GRAVITY -    980,606.5   (mgal)                       NAVD 88
 DN4956
 DN4956  VERT ORDER      -  SECOND    CLASS I
 DN4956
 DN4956.The horizontal coordinates were established by autonomous hand held GPS
 DN4956.observations and have an estimated accuracy of +/- 10 meters.
 DN4956
 DN4956.The orthometric height was determined by differential leveling and
 DN4956.adjusted by the WI DEPT OF TRANSP
 DN4956.in May 2012.
 DN4956
 DN4956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4956.GEOID18 height accuracy estimate available here.
 DN4956
 DN4956.Click photographs - Photos may exist for this station.
 DN4956
 DN4956.The dynamic height is computed by dividing the NAVD 88
 DN4956.geopotential number by the normal gravity value computed on the
 DN4956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4956.degrees latitude (g = 980.6199 gals.).
 DN4956
 DN4956.The modeled gravity was interpolated from observed gravity values.
 DN4956
 DN4956;                    North         East    Units  Estimated Accuracy
 DN4956;SPC WI N     -    92,662.      482,319.      MT  (+/- 10 meters HH2 GPS)
 DN4956
 DN4956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1469094030(NAD 83)
 DN4956
 DN4956                          SUPERSEDED SURVEY CONTROL
 DN4956
 DN4956.No superseded survey control is available for this station.
 DN4956
 DN4956_MARKER: DD = SURVEY DISK
 DN4956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4956_STAMPING: 7C22 2009
 DN4956_MARK LOGO: WIDT
 DN4956_PROJECTION: FLUSH
 DN4956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4956+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2009
 DN4956
 DN4956  HISTORY     - Date     Condition        Report By
 DN4956  HISTORY     - 2009     MONUMENTED       WIDT
 DN4956  HISTORY     - 20091217 GOOD             WIDT
 DN4956
 DN4956                          STATION DESCRIPTION
 DN4956
 DN4956'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN4956'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND STATE
 DN4956'HIGHWAY 63 IN HAYWARD, GO SOUTH ON STATE HIGHWAY 63 FOR APPROXIMATELY
 DN4956'2.2 MI (3.5 KM) TO TIMBERLAWN ROAD.  TURN LEFT (SOUTHEAST) ON
 DN4956'TIMBERLAWN ROAD AND GO 150 FT (45.7 M) TO A FRONTAGE ROAD (NURSERY
 DN4956'RD.).  TURN RIGHT AND GO SOUTHWEST ON FRONTAGE ROAD 100 FT (30.5 M) TO
 DN4956'THE STATION ON THE RIGHT.
 DN4956'
 DN4956'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4956'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT FLUSH WITH THE
 DN4956'GROUND APPROXIMATELY EVEN WITH THE STATE HIGHWAY 63 PAVEMENT.
 DN4956'
 DN4956'THE STATION IS BETWEEN THE FRONTAGE ROAD AND A RECREATIONAL TRAIL, 33
 DN4956'FT (10.1 M) NORTHWEST OF EDGE OF FRONTAGE ROAD PAVEMENT, 100 FT (30.5
 DN4956'M) SOUTHWEST OF EDGE OF TIMBERLAWN ROAD PAVEMENT, 135 FT (41.1 M)
 DN4956'SOUTHEAST OF STATE HIGHWAY 63 CENTERLINE AND IS 1 M (3.3 FT) FROM
 DN4956'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4956'
 DN4956'NOTE-THERE ARE NO VISIBLE OBSTRUCTIONS MORE THAN 15 DEGREES ABOVE THE
 DN4956'HORIZON EXCEPT FOR POWER LINES IN ALL FOUR QUADRANTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4999 ***********************************************************************
 DN4999  DESIGNATION -  7C30
 DN4999  PID         -  DN4999
 DN4999  STATE/COUNTY-  WI/WASHBURN
 DN4999  COUNTRY     -  US
 DN4999  USGS QUAD   -  SPRINGBROOK (2019)
 DN4999
 DN4999                         *CURRENT SURVEY CONTROL
 DN4999  ______________________________________________________________________
 DN4999* NAD 83(1986) POSITION- 45 55 20.11   (N) 091 43 44.98   (W)   HD_HELD1
 DN4999* NAVD 88 ORTHO HEIGHT -   331.218 (meters)     1086.67  (feet) ADJUSTED
 DN4999  ______________________________________________________________________
 DN4999  GEOID HEIGHT    -        -28.716 (meters)                     GEOID18
 DN4999  DYNAMIC HEIGHT  -        331.212 (meters)     1086.65  (feet) COMP
 DN4999  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 DN4999
 DN4999  VERT ORDER      -  SECOND    CLASS I
 DN4999
 DN4999.The horizontal coordinates were determined by differentially corrected
 DN4999.hand held GPS observations or other comparable positioning techniques
 DN4999.and have an estimated accuracy of +/- 3 meters.
 DN4999
 DN4999.The orthometric height was determined by differential leveling and
 DN4999.adjusted by the WI DEPT OF TRANSP
 DN4999.in May 2012.
 DN4999
 DN4999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4999.GEOID18 height accuracy estimate available here.
 DN4999
 DN4999.Click photographs - Photos may exist for this station.
 DN4999
 DN4999.The dynamic height is computed by dividing the NAVD 88
 DN4999.geopotential number by the normal gravity value computed on the
 DN4999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4999.degrees latitude (g = 980.6199 gals.).
 DN4999
 DN4999.The modeled gravity was interpolated from observed gravity values.
 DN4999
 DN4999;                    North         East    Units  Estimated Accuracy
 DN4999;SPC WI N     -    85,438.6     465,882.7     MT  (+/- 3 meters HH1 GPS) 
 DN4999
 DN4999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9854186194(NAD 83)
 DN4999
 DN4999                          SUPERSEDED SURVEY CONTROL
 DN4999
 DN4999.No superseded survey control is available for this station.
 DN4999
 DN4999_MARKER: DD = SURVEY DISK
 DN4999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4999_STAMPING: 7C30 2009
 DN4999_MARK LOGO: WIDT
 DN4999_PROJECTION: FLUSH
 DN4999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4999+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2009
 DN4999
 DN4999  HISTORY     - Date     Condition        Report By
 DN4999  HISTORY     - 2009     MONUMENTED       WIDT
 DN4999  HISTORY     - 20091203 GOOD             WIDT
 DN4999
 DN4999                          STATION DESCRIPTION
 DN4999
 DN4999'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN4999'TO REACH THE STATION FROM THE JUNCTION OF USH 63 AND COUNTY HIGHWAY M,
 DN4999'GO SOUTH ON USH 63 FOR APPROXIMATELY 2.5 MI (4.0 KM) TO THE STATION ON
 DN4999'THE RIGHT.
 DN4999'
 DN4999'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4999'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN4999'GROUND.
 DN4999'
 DN4999'THE STATION IS LOCATED 82 FT (25.0 M) NORTHWEST OF STATE HIGHWAY 63
 DN4999'CENTERLINE AND APPROXIMATELY 10 FT (3.0 M) ABOVE THE USH 63 PAVEMENT.
 DN4999'THE STATION IS 0.8 MI (1.3 KM) NORTHEAST OF ANDERSON ROAD AND 0.1 MI
 DN4999'(0.2 KM) SOUTHWEST OF VYE LANE AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN4999'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4999'
 DN4999'NOTE-VISUAL OBSTRUCTIONS AT THIS STATION EXTEND TO 30 DEGREES IN THE
 DN4999'SOUTHWEST QUADRANT AND 20 DEGREES OR LESS IN THE REMAINING QUADRANTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5000 ***********************************************************************
 DN5000  DESIGNATION -  7C31
 DN5000  PID         -  DN5000
 DN5000  STATE/COUNTY-  WI/WASHBURN
 DN5000  COUNTRY     -  US
 DN5000  USGS QUAD   -  SPRINGBROOK (2019)
 DN5000
 DN5000                         *CURRENT SURVEY CONTROL
 DN5000  ______________________________________________________________________
 DN5000* NAD 83(1986) POSITION- 45 57 26.     (N) 091 40 04.     (W)   SCALED
 DN5000* NAVD 88 ORTHO HEIGHT -   346.480 (meters)     1136.74  (feet) ADJUSTED
 DN5000  ______________________________________________________________________
 DN5000  GEOID HEIGHT    -        -28.638 (meters)                     GEOID18
 DN5000  DYNAMIC HEIGHT  -        346.480 (meters)     1136.74  (feet) COMP
 DN5000  MODELED GRAVITY -    980,603.4   (mgal)                       NAVD 88
 DN5000
 DN5000  VERT ORDER      -  SECOND    CLASS I
 DN5000
 DN5000.The horizontal coordinates were scaled from a map and have
 DN5000.an estimated accuracy of +/- 6 seconds.
 DN5000
 DN5000.The orthometric height was determined by differential leveling and
 DN5000.adjusted by the WI DEPT OF TRANSP
 DN5000.in May 2012.
 DN5000
 DN5000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5000.GEOID18 height accuracy estimate available here.
 DN5000
 DN5000.Click photographs - Photos may exist for this station.
 DN5000
 DN5000.The dynamic height is computed by dividing the NAVD 88
 DN5000.geopotential number by the normal gravity value computed on the
 DN5000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5000.degrees latitude (g = 980.6199 gals.).
 DN5000
 DN5000.The modeled gravity was interpolated from observed gravity values.
 DN5000
 DN5000;                    North         East    Units  Estimated Accuracy
 DN5000;SPC WI N     -    89,220.      470,730.      MT  (+/- 180 meters Scaled)
 DN5000
 DN5000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL032901(NAD 83)
 DN5000
 DN5000                          SUPERSEDED SURVEY CONTROL
 DN5000
 DN5000.No superseded survey control is available for this station.
 DN5000
 DN5000_MARKER: DD = SURVEY DISK
 DN5000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5000_STAMPING: 7C31 2009
 DN5000_MARK LOGO: WIDT
 DN5000_PROJECTION: FLUSH
 DN5000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5000+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2009
 DN5000
 DN5000  HISTORY     - Date     Condition        Report By
 DN5000  HISTORY     - 2009     MONUMENTED       WIDT
 DN5000  HISTORY     - 20091206 GOOD             WIDT
 DN5000
 DN5000                          STATION DESCRIPTION
 DN5000
 DN5000'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5000'TO REACH THE STATION FROM THE JUNCTION OF USH 63 AND COUNTY HIGHWAY M
 DN5000'SOUTH IN THE COMMUNITY OF SPRINGBROOK, GO NORTH (NORTHEAST) ON USH
 DN5000'63/CTH M FOR APPROXIMATELY 0.7 MI (1.1 KM) TO LARSON ROAD.  TURN RIGHT
 DN5000'ON LARSON ROAD AND GO NORTH 0.4 MI (0.6 KM) TO TOWN HALL ROAD (RIGHT).
 DN5000'TURN RIGHT ON TOWN HALL ROAD AND GO EAST 0.35 MI (0.6 KM) TO THE
 DN5000'STATION ON THE LEFT.
 DN5000'
 DN5000'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5000'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN5000'GROUND AND APPROXIMATELY 1.5 FT (0.5 M) BELOW THE TOWNHALL ROAD
 DN5000'PAVEMENT.
 DN5000'
 DN5000'THE STATION IS 0.75 MI (1.2 KM) WEST OF MAIN ROAD, 25 FT (7.6 M) NORTH
 DN5000'OF TOWN HALL ROAD CENTERLINE, 56 M (183.7 FT) NORTHEAST OF AN
 DN5000'UNNUMBERED POWER POLE, 36 M (118.1 FT) NORTHWEST OF AN UNNUMBERED
 DN5000'POWER POLE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5000'SURROUNDING THE STATION.
 DN5000'
 DN5000'NOTE-VISIBLE OBSTRUCTIONS EXTEND TO 20 DEGREES IN ALL QUADRANTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5128 ***********************************************************************
 DN5128  DESIGNATION -  7C44
 DN5128  PID         -  DN5128
 DN5128  STATE/COUNTY-  WI/WASHBURN
 DN5128  COUNTRY     -  US
 DN5128  USGS QUAD   -  NOBLETON (2018)
 DN5128
 DN5128                         *CURRENT SURVEY CONTROL
 DN5128  ______________________________________________________________________
 DN5128* NAD 83(1986) POSITION- 45 40 55.07   (N) 091 43 38.86   (W)   HD_HELD1
 DN5128* NAVD 88 ORTHO HEIGHT -   397.312 (meters)     1303.51  (feet) ADJUSTED
 DN5128  ______________________________________________________________________
 DN5128  GEOID HEIGHT    -        -29.902 (meters)                     GEOID18
 DN5128  DYNAMIC HEIGHT  -        397.281 (meters)     1303.41  (feet) COMP
 DN5128  MODELED GRAVITY -    980,526.1   (mgal)                       NAVD 88
 DN5128
 DN5128  VERT ORDER      -  SECOND    CLASS I
 DN5128
 DN5128.The horizontal coordinates were determined by differentially corrected
 DN5128.hand held GPS observations or other comparable positioning techniques
 DN5128.and have an estimated accuracy of +/- 3 meters.
 DN5128
 DN5128.The orthometric height was determined by differential leveling and
 DN5128.adjusted by the WI DEPT OF TRANSP
 DN5128.in May 2012.
 DN5128
 DN5128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5128.GEOID18 height accuracy estimate available here.
 DN5128
 DN5128.Click photographs - Photos may exist for this station.
 DN5128
 DN5128.The dynamic height is computed by dividing the NAVD 88
 DN5128.geopotential number by the normal gravity value computed on the
 DN5128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5128.degrees latitude (g = 980.6199 gals.).
 DN5128
 DN5128.The modeled gravity was interpolated from observed gravity values.
 DN5128
 DN5128;                    North         East    Units  Estimated Accuracy
 DN5128;SPC WI N     -    58,735.4     465,433.7     MT  (+/- 3 meters HH1 GPS) 
 DN5128
 DN5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9909859499(NAD 83)
 DN5128
 DN5128                          SUPERSEDED SURVEY CONTROL
 DN5128
 DN5128.No superseded survey control is available for this station.
 DN5128
 DN5128_MARKER: DD = SURVEY DISK
 DN5128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5128_STAMPING: 7C44 2009
 DN5128_MARK LOGO: WIDT
 DN5128_PROJECTION: FLUSH
 DN5128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5128+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2009
 DN5128
 DN5128  HISTORY     - Date     Condition        Report By
 DN5128  HISTORY     - 2009     MONUMENTED       WIDT
 DN5128  HISTORY     - 20091114 GOOD             WIDT
 DN5128
 DN5128                          STATION DESCRIPTION
 DN5128
 DN5128'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5128'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D EAST AND
 DN5128'COUNTY HIGHWAY M APPROXIMATELY 7 MI (11.3 KM) WEST OF THE VILLAGE OF
 DN5128'BIRCHWOOD, GO NORTHWEST ON COUNTY HIGHWAY D AND M FOR 1.8 MI (2.9 KM)
 DN5128'TO THE EAST END OF LAUNDROMAT ROAD, GO WEST ON LAUNDROMAT ROAD FOR 0.6
 DN5128'KM (0.4 MI) TO THE STATION ON THE LEFT.
 DN5128'
 DN5128'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5128'GEODETIC SURVEY CONTROL DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DN5128'DIAMETER CONCRETE POST, FLUSH WITH THE GROUND AND APPROXIMATELY 0.3 M
 DN5128'(1.0 FT) BELOW THE PAVEMENT OF LAUNDROMAT ROAD.
 DN5128'
 DN5128'THE STATION IS 8.8 M (28.9 FT) SOUTH OF THE CENTERLINE OF LAUNDROMAT
 DN5128'ROAD, 20.5 M (67.3 FT) EAST OF POWER POLE NUMBER 85223BB7, 68.5 M
 DN5128'(224.7 FT) WEST OF POWER POLE NUMBER 8523BB8 WITH ONE GUY WIRE, 83 M
 DN5128'(272.3 FT) WEST OF THE CENTERLINE OF PRIVATE ENTRANCE W3750 AND IS 1 M
 DN5128'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5128'
 DN5128'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTHEAST
 DN5128'AND NORTHWEST QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5336 ***********************************************************************
 DN5336  DESIGNATION -  7C45
 DN5336  PID         -  DN5336
 DN5336  STATE/COUNTY-  WI/WASHBURN
 DN5336  COUNTRY     -  US
 DN5336  USGS QUAD   -  SARONA (2018)
 DN5336
 DN5336                         *CURRENT SURVEY CONTROL
 DN5336  ______________________________________________________________________
 DN5336* NAD 83(1986) POSITION- 45 42 37.50   (N) 091 47 14.37   (W)   HD_HELD1
 DN5336* NAVD 88 ORTHO HEIGHT -   389.350 (meters)     1277.39  (feet) ADJUSTED
 DN5336  ______________________________________________________________________
 DN5336  GEOID HEIGHT    -        -29.713 (meters)                     GEOID18
 DN5336  DYNAMIC HEIGHT  -        389.319 (meters)     1277.29  (feet) COMP
 DN5336  MODELED GRAVITY -    980,525.9   (mgal)                       NAVD 88
 DN5336
 DN5336  VERT ORDER      -  SECOND    CLASS I
 DN5336
 DN5336.The horizontal coordinates were determined by differentially corrected
 DN5336.hand held GPS observations or other comparable positioning techniques
 DN5336.and have an estimated accuracy of +/- 3 meters.
 DN5336
 DN5336.The orthometric height was determined by differential leveling and
 DN5336.adjusted by the WI DEPT OF TRANSP
 DN5336.in May 2012.
 DN5336
 DN5336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5336.GEOID18 height accuracy estimate available here.
 DN5336
 DN5336.Click photographs - Photos may exist for this station.
 DN5336
 DN5336.The dynamic height is computed by dividing the NAVD 88
 DN5336.geopotential number by the normal gravity value computed on the
 DN5336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5336.degrees latitude (g = 980.6199 gals.).
 DN5336
 DN5336.The modeled gravity was interpolated from observed gravity values.
 DN5336
 DN5336;                    North         East    Units  Estimated Accuracy
 DN5336;SPC WI N     -    62,000.1     460,842.4     MT  (+/- 3 meters HH1 GPS) 
 DN5336
 DN5336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9438862588(NAD 83)
 DN5336
 DN5336                          SUPERSEDED SURVEY CONTROL
 DN5336
 DN5336.No superseded survey control is available for this station.
 DN5336
 DN5336_MARKER: DD = SURVEY DISK
 DN5336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5336_STAMPING: 7C45 2006
 DN5336_MARK LOGO: WIDT
 DN5336_PROJECTION: FLUSH
 DN5336_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5336+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2009
 DN5336
 DN5336  HISTORY     - Date     Condition        Report By
 DN5336  HISTORY     - 2005     MONUMENTED       WIDT
 DN5336  HISTORY     - 20091115 GOOD             WIDT
 DN5336
 DN5336                          STATION DESCRIPTION
 DN5336
 DN5336'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5336'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 AND COUNTY
 DN5336'HIGHWAY D IN THE COMMUNITY OF SARONA AND APPROXIMATELY 9 MI (14.5 KM)
 DN5336'SOUTHEAST OF THE CITY OF SPOONER, GO EAST ON COUNTY HIGHWAY D FOR 0.92
 DN5336'MI (1.5 KM) TO THE STATION ON THE RIGHT.
 DN5336'
 DN5336'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5336'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5336'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5336'GROUND AND APPROXIMATELY 2 M (6.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5336'THE STATION IS 13.5 M (44.3 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5336'HIGHWAY D, 103 M (337.9 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY P
 DN5336'NORTH AND COUNTY HIGHWAY D CURVING SOUTH, 59.5 M (195.2 FT) EAST OF A
 DN5336'-T-INTERSECTION AHEAD 15 MPH- WOODEN SIGN POST, 42.5 M (139.4 FT)
 DN5336'SOUTHWEST OF A POWER POLE WITH ONE GUY WIRE, 41.5 M (136.2 FT)
 DN5336'SOUTHEAST OF A -SCHOOL BUS STOP AHEAD- WOODEN SIGN POST, 5.5 M (18.0
 DN5336'FT) NORTH OF A CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5336'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5336'
 DN5336'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5336'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5337 ***********************************************************************
 DN5337  DESIGNATION -  7C46
 DN5337  PID         -  DN5337
 DN5337  STATE/COUNTY-  WI/WASHBURN
 DN5337  COUNTRY     -  US
 DN5337  USGS QUAD   -  SARONA (2018)
 DN5337
 DN5337                         *CURRENT SURVEY CONTROL
 DN5337  ______________________________________________________________________
 DN5337* NAD 83(1986) POSITION- 45 41 46.16   (N) 091 45 55.73   (W)   HD_HELD1
 DN5337* NAVD 88 ORTHO HEIGHT -   409.711 (meters)     1344.19  (feet) ADJUSTED
 DN5337  ______________________________________________________________________
 DN5337  GEOID HEIGHT    -        -29.799 (meters)                     GEOID18
 DN5337  DYNAMIC HEIGHT  -        409.679 (meters)     1344.09  (feet) COMP
 DN5337  MODELED GRAVITY -    980,524.9   (mgal)                       NAVD 88
 DN5337
 DN5337  VERT ORDER      -  SECOND    CLASS I
 DN5337
 DN5337.The horizontal coordinates were determined by differentially corrected
 DN5337.hand held GPS observations or other comparable positioning techniques
 DN5337.and have an estimated accuracy of +/- 3 meters.
 DN5337
 DN5337.The orthometric height was determined by differential leveling and
 DN5337.adjusted by the WI DEPT OF TRANSP
 DN5337.in May 2012.
 DN5337
 DN5337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5337.GEOID18 height accuracy estimate available here.
 DN5337
 DN5337.Click photographs - Photos may exist for this station.
 DN5337
 DN5337.The dynamic height is computed by dividing the NAVD 88
 DN5337.geopotential number by the normal gravity value computed on the
 DN5337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5337.degrees latitude (g = 980.6199 gals.).
 DN5337
 DN5337.The modeled gravity was interpolated from observed gravity values.
 DN5337
 DN5337;                    North         East    Units  Estimated Accuracy
 DN5337;SPC WI N     -    60,377.5     462,507.6     MT  (+/- 3 meters HH1 GPS) 
 DN5337
 DN5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9611361030(NAD 83)
 DN5337
 DN5337                          SUPERSEDED SURVEY CONTROL
 DN5337
 DN5337.No superseded survey control is available for this station.
 DN5337
 DN5337_MARKER: DD = SURVEY DISK
 DN5337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5337_STAMPING: 7C46 2006
 DN5337_MARK LOGO: WIDT
 DN5337_PROJECTION: FLUSH
 DN5337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5337+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2009
 DN5337
 DN5337  HISTORY     - Date     Condition        Report By
 DN5337  HISTORY     - 2005     MONUMENTED       WIDT
 DN5337  HISTORY     - 20091114 GOOD             WIDT
 DN5337
 DN5337                          STATION DESCRIPTION
 DN5337
 DN5337'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5337'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WEST AND
 DN5337'COUNTY HIGHWAY M APPROXIMATELY 4 MI (6.4 KM) EAST-SOUTHEAST OF THE
 DN5337'COMMUNITY OF SARONA AND 9 MI (14.5 KM) WEST-NORTHWEST OF THE VILLAGE
 DN5337'OF BIRCHWOOD, GO WEST ON COUNTY HIGHWAY D FOR 1.8 MI (2.9 KM) TO LONG
 DN5337'LAKE AVENUE LEFT AND LAPCINSKI ROAD RIGHT.  CONTINUE WEST ON COUNTY
 DN5337'HIGHWAY D FOR 75 M (246.1 FT) TO THE STATION ON THE LEFT.
 DN5337'
 DN5337'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5337'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5337'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5337'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5337'THE STATION IS 10.0 M (32.8 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5337'HIGHWAY D, 14.1 M (46.3 FT) WEST OF THE CENTERLINE OF A FIELD ENTRANCE
 DN5337'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5337'STATION.
 DN5337'
 DN5337'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5337'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE NORTH QUADRANTS
 DN5337'EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5338 ***********************************************************************
 DN5338  DESIGNATION -  7C47
 DN5338  PID         -  DN5338
 DN5338  STATE/COUNTY-  WI/WASHBURN
 DN5338  COUNTRY     -  US
 DN5338  USGS QUAD   -  NOBLETON (2018)
 DN5338
 DN5338                         *CURRENT SURVEY CONTROL
 DN5338  ______________________________________________________________________
 DN5338* NAD 83(1986) POSITION- 45 40 33.7    (N) 091 42 34.1    (W)   HD_HELD2
 DN5338* NAVD 88 ORTHO HEIGHT -   386.664 (meters)     1268.58  (feet) ADJUSTED
 DN5338  ______________________________________________________________________
 DN5338  GEOID HEIGHT    -        -29.941 (meters)                     GEOID18
 DN5338  DYNAMIC HEIGHT  -        386.634 (meters)     1268.48  (feet) COMP
 DN5338  MODELED GRAVITY -    980,527.6   (mgal)                       NAVD 88
 DN5338
 DN5338  VERT ORDER      -  SECOND    CLASS I
 DN5338
 DN5338.The horizontal coordinates were established by autonomous hand held GPS
 DN5338.observations and have an estimated accuracy of +/- 10 meters.
 DN5338
 DN5338.The orthometric height was determined by differential leveling and
 DN5338.adjusted by the WI DEPT OF TRANSP
 DN5338.in May 2012.
 DN5338
 DN5338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5338.GEOID18 height accuracy estimate available here.
 DN5338
 DN5338.Click photographs - Photos may exist for this station.
 DN5338
 DN5338.The dynamic height is computed by dividing the NAVD 88
 DN5338.geopotential number by the normal gravity value computed on the
 DN5338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5338.degrees latitude (g = 980.6199 gals.).
 DN5338
 DN5338.The modeled gravity was interpolated from observed gravity values.
 DN5338
 DN5338;                    North         East    Units  Estimated Accuracy
 DN5338;SPC WI N     -    58,046.      466,821.      MT  (+/- 10 meters HH2 GPS)
 DN5338
 DN5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0050958862(NAD 83)
 DN5338
 DN5338                          SUPERSEDED SURVEY CONTROL
 DN5338
 DN5338.No superseded survey control is available for this station.
 DN5338
 DN5338_MARKER: DD = SURVEY DISK
 DN5338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5338_STAMPING: 7C47 2006
 DN5338_MARK LOGO: WIDT
 DN5338_PROJECTION: FLUSH
 DN5338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5338+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2009
 DN5338
 DN5338  HISTORY     - Date     Condition        Report By
 DN5338  HISTORY     - 2005     MONUMENTED       WIDT
 DN5338  HISTORY     - 20091113 GOOD             WIDT
 DN5338
 DN5338                          STATION DESCRIPTION
 DN5338
 DN5338'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5338'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D EAST WITH
 DN5338'COUNTY HIGHWAY M APPROXIMATELY 7 MI (11.3 KM) WEST OF THE VILLAGE OF
 DN5338'BIRCHWOOD, GO NORTH ON COUNTY HIGHWAYS D AND M FOR 1.1 MI (1.8 KM) TO
 DN5338'THE SOUTHERN END OF LITTLE BEAR ROAD.  CONTINUE NORTH ON COUNTY
 DN5338'HIGHWAYS D AND M FOR 0.09 MI (0.1 KM) TO THE STATION ON THE LEFT.
 DN5338'
 DN5338'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5338'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5338'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5338'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5338'
 DN5338'THE STATION IS 10.7 M (35.1 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DN5338'HIGHWAYS D AND M, 104 M (341.2 FT) SOUTHEAST OF THE EXTENDED
 DN5338'CENTERLINE OF THE NORTH END OF LITTLE BEAR ROAD, 22.0 M (72.2 FT) WEST
 DN5338'OF POWER POLE -ALI 488 AND 8523AA72-, 16.6 M (54.5 FT) SOUTHWEST OF A
 DN5338'-CURVES AHEAD 30 MPH--WOODEN SIGN POST, 3.9 M (12.8 FT) SOUTHEAST OF
 DN5338'THE CENTERLINE OF PRIVATE ENTRANCE -N1137- AND IS 1 M (3.3 FT) FROM
 DN5338'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5338'
 DN5338'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTHWEST
 DN5338'QUADRANTS EXTENDING TO 80 DEGREES AND TREES IN THE NORTHWEST QUADRANTS
 DN5338'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5339 ***********************************************************************
 DN5339  DESIGNATION -  7C48
 DN5339  PID         -  DN5339
 DN5339  STATE/COUNTY-  WI/WASHBURN
 DN5339  COUNTRY     -  US
 DN5339  USGS QUAD   -  NOBLETON (2018)
 DN5339
 DN5339                         *CURRENT SURVEY CONTROL
 DN5339  ______________________________________________________________________
 DN5339* NAD 83(1986) POSITION- 45 39 36.8    (N) 091 41 10.8    (W)   HD_HELD2
 DN5339* NAVD 88 ORTHO HEIGHT -   394.827 (meters)     1295.36  (feet) ADJUSTED
 DN5339  ______________________________________________________________________
 DN5339  GEOID HEIGHT    -        -29.997 (meters)                     GEOID18
 DN5339  DYNAMIC HEIGHT  -        394.798 (meters)     1295.27  (feet) COMP
 DN5339  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 DN5339
 DN5339  VERT ORDER      -  SECOND    CLASS I
 DN5339
 DN5339.The horizontal coordinates were established by autonomous hand held GPS
 DN5339.observations and have an estimated accuracy of +/- 10 meters.
 DN5339
 DN5339.The orthometric height was determined by differential leveling and
 DN5339.adjusted by the WI DEPT OF TRANSP
 DN5339.in May 2012.
 DN5339
 DN5339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5339.GEOID18 height accuracy estimate available here.
 DN5339
 DN5339.Click photographs - Photos may exist for this station.
 DN5339
 DN5339.The dynamic height is computed by dividing the NAVD 88
 DN5339.geopotential number by the normal gravity value computed on the
 DN5339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5339.degrees latitude (g = 980.6199 gals.).
 DN5339
 DN5339.The modeled gravity was interpolated from observed gravity values.
 DN5339
 DN5339;                    North         East    Units  Estimated Accuracy
 DN5339;SPC WI N     -    56,251.      468,586.      MT  (+/- 10 meters HH2 GPS)
 DN5339
 DN5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0234057136(NAD 83)
 DN5339
 DN5339                          SUPERSEDED SURVEY CONTROL
 DN5339
 DN5339.No superseded survey control is available for this station.
 DN5339
 DN5339_MARKER: DD = SURVEY DISK
 DN5339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5339_STAMPING: 7C48 2006
 DN5339_MARK LOGO: WIDT
 DN5339_PROJECTION: FLUSH
 DN5339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5339+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2009
 DN5339
 DN5339  HISTORY     - Date     Condition        Report By
 DN5339  HISTORY     - 2005     MONUMENTED       WIDT
 DN5339  HISTORY     - 20091113 GOOD             WIDT
 DN5339
 DN5339                          STATION DESCRIPTION
 DN5339
 DN5339'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5339'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D EAST WITH
 DN5339'COUNTY HIGHWAY M APPROXIMATELY 7 MI (11.3 KM) WEST OF THE VILLAGE OF
 DN5339'BIRCHWOOD, GO EAST ON COUNTY HIGHWAY D FOR 0.81 MI (1.3 KM) TO THE
 DN5339'STATION ON THE RIGHT.
 DN5339'
 DN5339'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5339'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5339'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5339'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5339'PAVEMENT.
 DN5339'
 DN5339'THE STATION IS 10.8 M (35.4 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5339'HIGHWAY D, 0.14 MI (0.2 KM) WEST OF PIONEER ROAD, APPROXIMATELY 153 M
 DN5339'(502.0 FT) WEST OF A -LEFT ARROW- SIGN, 45.5 M (149.3 FT) SOUTHEAST OF
 DN5339'A GREEN ELECTRICAL BOX, 1.5 M (4.9 FT) NORTH OF A CULTIVATED FIELD AND
 DN5339'IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5339'STATION.
 DN5339'
 DN5339'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5339'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE NORTH QUADRANTS
 DN5339'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5340 ***********************************************************************
 DN5340  DESIGNATION -  7C49
 DN5340  PID         -  DN5340
 DN5340  STATE/COUNTY-  WI/WASHBURN
 DN5340  COUNTRY     -  US
 DN5340  USGS QUAD   -  NOBLETON (2018)
 DN5340
 DN5340                         *CURRENT SURVEY CONTROL
 DN5340  ______________________________________________________________________
 DN5340* NAD 83(1986) POSITION- 45 40 01.9    (N) 091 39 36.7    (W)   HD_HELD2
 DN5340* NAVD 88 ORTHO HEIGHT -   405.212 (meters)     1329.43  (feet) ADJUSTED
 DN5340  ______________________________________________________________________
 DN5340  GEOID HEIGHT    -        -30.006 (meters)                     GEOID18
 DN5340  DYNAMIC HEIGHT  -        405.183 (meters)     1329.34  (feet) COMP
 DN5340  MODELED GRAVITY -    980,532.4   (mgal)                       NAVD 88
 DN5340
 DN5340  VERT ORDER      -  SECOND    CLASS I
 DN5340
 DN5340.The horizontal coordinates were established by autonomous hand held GPS
 DN5340.observations and have an estimated accuracy of +/- 10 meters.
 DN5340
 DN5340.The orthometric height was determined by differential leveling and
 DN5340.adjusted by the WI DEPT OF TRANSP
 DN5340.in May 2012.
 DN5340
 DN5340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5340.GEOID18 height accuracy estimate available here.
 DN5340
 DN5340.Click photographs - Photos may exist for this station.
 DN5340
 DN5340.The dynamic height is computed by dividing the NAVD 88
 DN5340.geopotential number by the normal gravity value computed on the
 DN5340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5340.degrees latitude (g = 980.6199 gals.).
 DN5340
 DN5340.The modeled gravity was interpolated from observed gravity values.
 DN5340
 DN5340;                    North         East    Units  Estimated Accuracy
 DN5340;SPC WI N     -    56,983.      470,639.      MT  (+/- 10 meters HH2 GPS)
 DN5340
 DN5340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0436457944(NAD 83)
 DN5340
 DN5340                          SUPERSEDED SURVEY CONTROL
 DN5340
 DN5340.No superseded survey control is available for this station.
 DN5340
 DN5340_MARKER: DD = SURVEY DISK
 DN5340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5340_STAMPING: 7C49 2006
 DN5340_MARK LOGO: WIDT
 DN5340_PROJECTION: FLUSH
 DN5340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5340+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2009
 DN5340
 DN5340  HISTORY     - Date     Condition        Report By
 DN5340  HISTORY     - 2005     MONUMENTED       WIDT
 DN5340  HISTORY     - 20091112 GOOD             WIDT
 DN5340
 DN5340                          STATION DESCRIPTION
 DN5340
 DN5340'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5340'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D EAST WITH
 DN5340'COUNTY HIGHWAY M APPROXIMATELY 7 MI (11.3 KM) WEST OF THE VILLAGE OF
 DN5340'BIRCHWOOD, GO EAST THEN NORTH THEN EAST ON COUNTY HIGHWAY D FOR 1.5 MI
 DN5340'(2.4 KM) TO EAST SIDE ROAD LEFT.  CONTINUE EAST ON COUNTY HIGHWAY D
 DN5340'FOR 0.91 MI (1.5 KM) TO THE STATION ON THE LEFT.
 DN5340'
 DN5340'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5340'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5340'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5340'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5340'PAVEMENT.
 DN5340'
 DN5340'THE STATION IS 10.9 M (35.8 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5340'HIGHWAY D, 0.61 MI (1.0 KM) WEST OF VINCENT ROAD, 67.0 M (219.8 FT)
 DN5340'EAST-NORTHEAST OF THE NORTHEAST WOODEN POST OF A BROWN -WASHBURN
 DN5340'COUNTY FOREST- SIGN, 65.0 M (213.3 FT) EAST-NORTHEAST OF A -RIGHT
 DN5340'CURVE AHEAD 35 MPH- WOODEN SIGN POST, 33.1 M (108.6 FT) EAST OF THE
 DN5340'EXTENDED CENTERLINE OF A GATED WOODS ENTRANCE AND IS 1 M (3.3 FT) FROM
 DN5340'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5340'
 DN5340'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5340'QUADRANTS EXTENDING TO 80 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DN5340'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5341 ***********************************************************************
 DN5341  DESIGNATION -  7C50
 DN5341  PID         -  DN5341
 DN5341  STATE/COUNTY-  WI/WASHBURN
 DN5341  COUNTRY     -  US
 DN5341  USGS QUAD   -  BIRCHWOOD (2018)
 DN5341
 DN5341                         *CURRENT SURVEY CONTROL
 DN5341  ______________________________________________________________________
 DN5341* NAD 83(1986) POSITION- 45 40 06.9    (N) 091 36 58.4    (W)   HD_HELD2
 DN5341* NAVD 88 ORTHO HEIGHT -   396.022 (meters)     1299.28  (feet) ADJUSTED
 DN5341  ______________________________________________________________________
 DN5341  GEOID HEIGHT    -        -30.040 (meters)                     GEOID18
 DN5341  DYNAMIC HEIGHT  -        395.995 (meters)     1299.19  (feet) COMP
 DN5341  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 DN5341
 DN5341  VERT ORDER      -  SECOND    CLASS I
 DN5341
 DN5341.The horizontal coordinates were established by autonomous hand held GPS
 DN5341.observations and have an estimated accuracy of +/- 10 meters.
 DN5341
 DN5341.The orthometric height was determined by differential leveling and
 DN5341.adjusted by the WI DEPT OF TRANSP
 DN5341.in May 2012.
 DN5341
 DN5341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5341.GEOID18 height accuracy estimate available here.
 DN5341
 DN5341.Click photographs - Photos may exist for this station.
 DN5341
 DN5341.The dynamic height is computed by dividing the NAVD 88
 DN5341.geopotential number by the normal gravity value computed on the
 DN5341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5341.degrees latitude (g = 980.6199 gals.).
 DN5341
 DN5341.The modeled gravity was interpolated from observed gravity values.
 DN5341
 DN5341;                    North         East    Units  Estimated Accuracy
 DN5341;SPC WI N     -    57,066.      474,068.      MT  (+/- 10 meters HH2 GPS)
 DN5341
 DN5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0778658157(NAD 83)
 DN5341
 DN5341                          SUPERSEDED SURVEY CONTROL
 DN5341
 DN5341.No superseded survey control is available for this station.
 DN5341
 DN5341_MARKER: DD = SURVEY DISK
 DN5341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5341_STAMPING: 7C50 2006
 DN5341_MARK LOGO: WIDT
 DN5341_PROJECTION: FLUSH
 DN5341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5341+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2009
 DN5341
 DN5341  HISTORY     - Date     Condition        Report By
 DN5341  HISTORY     - 2005     MONUMENTED       WIDT
 DN5341  HISTORY     - 20091112 GOOD             WIDT
 DN5341
 DN5341                          STATION DESCRIPTION
 DN5341
 DN5341'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5341'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DN5341'HIGHWAY T NORTH APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE VILLAGE OF
 DN5341'BIRCHWOOD, GO WEST ON COUNTY HIGHWAYS D AND T FOR 2.0 MI (3.2 KM) TO
 DN5341'COUNTY HIGHWAY T LEFT.  CONTINUE WEST ON COUNTY HIGHWAY D FOR 0.69 MI
 DN5341'(1.1 KM) TO THE STATION ON THE RIGHT.
 DN5341'
 DN5341'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5341'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5341'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5341'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5341'PAVEMENT.
 DN5341'
 DN5341'THE STATION IS 14.1 M (46.3 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5341'HIGHWAY D, 0.30 MI (0.5 KM) EAST OF BERRY ROAD, 9.0 M (29.5 FT) WEST
 DN5341'OF THE CENTERLINE OF AN ENTRANCE TO AN ACCESSORY BUILDING, 3.2 M (10.5
 DN5341'FT) WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE -W1523- AND IS
 DN5341'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5341'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH
 DN5341'EXTENDING TO 60 DEGREES AND TREES IN THE SOUTH QUADRANTS EXTENDING TO
 DN5341'30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5342 ***********************************************************************
 DN5342  DESIGNATION -  7C51
 DN5342  PID         -  DN5342
 DN5342  STATE/COUNTY-  WI/WASHBURN
 DN5342  COUNTRY     -  US
 DN5342  USGS QUAD   -  BIRCHWOOD (2018)
 DN5342
 DN5342                         *CURRENT SURVEY CONTROL
 DN5342  ______________________________________________________________________
 DN5342* NAD 83(1986) POSITION- 45 40 01.5    (N) 091 34 38.6    (W)   HD_HELD2
 DN5342* NAVD 88 ORTHO HEIGHT -   388.957 (meters)     1276.10  (feet) ADJUSTED
 DN5342  ______________________________________________________________________
 DN5342  GEOID HEIGHT    -        -30.068 (meters)                     GEOID18
 DN5342  DYNAMIC HEIGHT  -        388.930 (meters)     1276.01  (feet) COMP
 DN5342  MODELED GRAVITY -    980,536.9   (mgal)                       NAVD 88
 DN5342
 DN5342  VERT ORDER      -  SECOND    CLASS I
 DN5342
 DN5342.The horizontal coordinates were established by autonomous hand held GPS
 DN5342.observations and have an estimated accuracy of +/- 10 meters.
 DN5342
 DN5342.The orthometric height was determined by differential leveling and
 DN5342.adjusted by the WI DEPT OF TRANSP
 DN5342.in May 2012.
 DN5342
 DN5342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5342.GEOID18 height accuracy estimate available here.
 DN5342
 DN5342.Click photographs - Photos may exist for this station.
 DN5342
 DN5342.The dynamic height is computed by dividing the NAVD 88
 DN5342.geopotential number by the normal gravity value computed on the
 DN5342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5342.degrees latitude (g = 980.6199 gals.).
 DN5342
 DN5342.The modeled gravity was interpolated from observed gravity values.
 DN5342
 DN5342;                    North         East    Units  Estimated Accuracy
 DN5342;SPC WI N     -    56,839.      477,090.      MT  (+/- 10 meters HH2 GPS)
 DN5342
 DN5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1081458043(NAD 83)
 DN5342
 DN5342                          SUPERSEDED SURVEY CONTROL
 DN5342
 DN5342.No superseded survey control is available for this station.
 DN5342
 DN5342_MARKER: DD = SURVEY DISK
 DN5342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5342_STAMPING: 7C51 2006
 DN5342_MARK LOGO: WIDT
 DN5342_PROJECTION: FLUSH
 DN5342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5342+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2009
 DN5342
 DN5342  HISTORY     - Date     Condition        Report By
 DN5342  HISTORY     - 2005     MONUMENTED       WIDT
 DN5342  HISTORY     - 20091111 GOOD             WIDT
 DN5342
 DN5342                          STATION DESCRIPTION
 DN5342
 DN5342'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5342'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DN5342'HIGHWAY T NORTH APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE VILLAGE OF
 DN5342'BIRCHWOOD, GO WEST ON COUNTY HIGHWAYS D AND T FOR 0.79 MI (1.3 KM) TO
 DN5342'THE STATION ON THE LEFT.
 DN5342'
 DN5342'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5342'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5342'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5342'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5342'
 DN5342'THE STATION IS 14.9 M (48.9 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5342'HIGHWAYS D AND T, 30.0 M (98.4 FT) SOUTH OF A TELEPHONE PEDESTAL, 29.5
 DN5342'M (96.8 FT) SOUTH-SOUTHEAST OF POWER POLE -8524GG60-, 2.0 M (6.6 FT)
 DN5342'WEST OF THE EXTENDED CENTERLINE OF THE EAST ENTRANCE TO -W826- AND IS
 DN5342'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5342'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5342'QUADRANTS EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4979 ***********************************************************************
 DN4979  DESIGNATION -  7C52
 DN4979  PID         -  DN4979
 DN4979  STATE/COUNTY-  WI/WASHBURN
 DN4979  COUNTRY     -  US
 DN4979  USGS QUAD   -  BIRCHWOOD (2018)
 DN4979
 DN4979                         *CURRENT SURVEY CONTROL
 DN4979  ______________________________________________________________________
 DN4979* NAD 83(1986) POSITION- 45 39 35.5    (N) 091 33 27.9    (W)   HD_HELD2
 DN4979* NAVD 88 ORTHO HEIGHT -   376.803 (meters)     1236.23  (feet) ADJUSTED
 DN4979  ______________________________________________________________________
 DN4979  GEOID HEIGHT    -        -30.086 (meters)                     GEOID18
 DN4979  DYNAMIC HEIGHT  -        376.777 (meters)     1236.14  (feet) COMP
 DN4979  MODELED GRAVITY -    980,536.9   (mgal)                       NAVD 88
 DN4979
 DN4979  VERT ORDER      -  SECOND    CLASS I
 DN4979
 DN4979.The horizontal coordinates were established by autonomous hand held GPS
 DN4979.observations and have an estimated accuracy of +/- 10 meters.
 DN4979
 DN4979.The orthometric height was determined by differential leveling and
 DN4979.adjusted by the WI DEPT OF TRANSP
 DN4979.in May 2012.
 DN4979
 DN4979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4979.GEOID18 height accuracy estimate available here.
 DN4979
 DN4979.Click photographs - Photos may exist for this station.
 DN4979
 DN4979.The dynamic height is computed by dividing the NAVD 88
 DN4979.geopotential number by the normal gravity value computed on the
 DN4979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4979.degrees latitude (g = 980.6199 gals.).
 DN4979
 DN4979.The modeled gravity was interpolated from observed gravity values.
 DN4979
 DN4979;                    North         East    Units  Estimated Accuracy
 DN4979;SPC WI N     -    56,006.      478,604.      MT  (+/- 10 meters HH2 GPS)
 DN4979
 DN4979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1235857268(NAD 83)
 DN4979
 DN4979                          SUPERSEDED SURVEY CONTROL
 DN4979
 DN4979.No superseded survey control is available for this station.
 DN4979
 DN4979_MARKER: DD = SURVEY DISK
 DN4979_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN4979_SP_SET: DAM STRUCTURE
 DN4979_STAMPING: 7C52 2006
 DN4979_MARK LOGO: WIDT
 DN4979_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4979+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2009
 DN4979
 DN4979  HISTORY     - Date     Condition        Report By
 DN4979  HISTORY     - 2006     MONUMENTED       WIDT
 DN4979  HISTORY     - 20091110 GOOD             WIDT
 DN4979
 DN4979                          STATION DESCRIPTION
 DN4979
 DN4979'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4979'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN4979'HIGHWAY D (MAIN STREET) IN THE VILLAGE OF BIRCHWOOD, GO NORTH THEN
 DN4979'WEST ON COUNTY HIGHWAY D (NORTH ON MAIN STREET THEN WEST ON EUCLID
 DN4979'AVENUE) FOR 0.13 MI (0.2 KM) TO PUBLIC LANDING RIGHT.  TURN RIGHT AND
 DN4979'GO NORTH ON PUBLIC LANDING FOR 100 M (328.1 FT) TO A DAM AND THE
 DN4979'STATION SET INSIDE A LOCKED SECURITY FENCE AHEAD.
 DN4979'
 DN4979'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4979'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN4979'THE DAM STRUCTURE IN THE NORTHEAST CORNER OF THE DAM'S WEST FENCED
 DN4979'SECTION.
 DN4979'
 DN4979'THE STATION IS APPROXIMATELY 110 M (360.9 FT) NORTH OF THE CENTERLINE
 DN4979'OF COUNTY HIGHWAY D, 8.2 M (26.9 FT) NORTH OF THE WEST OF TWO SECURITY
 DN4979'FENCE GATES, 0.2 M (0.7 FT) WEST OF THE FENCE SEPARATING THE TWO
 DN4979'SECTIONS AND 2.0 M (6.6 FT) EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS
 DN4979'POST.
 DN4979'
 DN4979'NOTE-CONTACT THE WASHBURN COUNTY HIGHWAY DEPARTMENT IN THE CITY OF
 DN4979'SPOONER AT 715-635-4480 (OFFICE) TO OBTAIN A KEY FOR ACCESS TO THE
 DN4979'STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4989 ***********************************************************************
 DN4989  DESIGNATION -  7C53
 DN4989  PID         -  DN4989
 DN4989  STATE/COUNTY-  WI/WASHBURN
 DN4989  COUNTRY     -  US
 DN4989  USGS QUAD   -  BIRCHWOOD (2018)
 DN4989
 DN4989                         *CURRENT SURVEY CONTROL
 DN4989  ______________________________________________________________________
 DN4989* NAD 83(1986) POSITION- 45 39 26.     (N) 091 33 34.     (W)   SCALED
 DN4989* NAVD 88 ORTHO HEIGHT -   384.571 (meters)     1261.71  (feet) ADJUSTED
 DN4989  ______________________________________________________________________
 DN4989  GEOID HEIGHT    -        -30.089 (meters)                     GEOID18
 DN4989  DYNAMIC HEIGHT  -        384.545 (meters)     1261.63  (feet) COMP
 DN4989  MODELED GRAVITY -    980,537.1   (mgal)                       NAVD 88
 DN4989
 DN4989  VERT ORDER      -  SECOND    CLASS I
 DN4989
 DN4989.The horizontal coordinates were scaled from a map and have
 DN4989.an estimated accuracy of +/- 6 seconds.
 DN4989
 DN4989.The orthometric height was determined by differential leveling and
 DN4989.adjusted by the WI DEPT OF TRANSP
 DN4989.in May 2012.
 DN4989
 DN4989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4989.GEOID18 height accuracy estimate available here.
 DN4989
 DN4989.Click photographs - Photos may exist for this station.
 DN4989
 DN4989.The dynamic height is computed by dividing the NAVD 88
 DN4989.geopotential number by the normal gravity value computed on the
 DN4989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4989.degrees latitude (g = 980.6199 gals.).
 DN4989
 DN4989.The modeled gravity was interpolated from observed gravity values.
 DN4989
 DN4989;                    North         East    Units  Estimated Accuracy
 DN4989;SPC WI N     -    55,720.      478,470.      MT  (+/- 180 meters Scaled)
 DN4989
 DN4989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL122569(NAD 83)
 DN4989
 DN4989                          SUPERSEDED SURVEY CONTROL
 DN4989
 DN4989.No superseded survey control is available for this station.
 DN4989
 DN4989_MARKER: DD = SURVEY DISK
 DN4989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4989_STAMPING: 7C53 2009
 DN4989_MARK LOGO: WIDT
 DN4989_PROJECTION: FLUSH
 DN4989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4989+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2009
 DN4989
 DN4989  HISTORY     - Date     Condition        Report By
 DN4989  HISTORY     - 2009     MONUMENTED       WIDT
 DN4989  HISTORY     - 20091110 GOOD             WIDT
 DN4989
 DN4989                          STATION DESCRIPTION
 DN4989
 DN4989'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN4989'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 AND COUNTY
 DN4989'HIGHWAY D IN BIRCHWOOD, GO WEST ON STATE HIGHWAY 48 0.15 MI (0.2 KM)
 DN4989'TO THE STATION LOCATED BETWEEN STATE HIGHWAY 48 AND ATV TRAIL ON THE
 DN4989'RIGHT.
 DN4989'
 DN4989'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN4989'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN4989'APPROXIMATELY 4 FT (1.2 M) LOWER THAN THE STATE HIGHWAY 48 PAVEMENT.
 DN4989'
 DN4989'THE STATION IS 40 FT (12.2 M) NORTHWEST OF STATE HIGHWAY 48
 DN4989'CENTERLINE, 85 FT (25.9 M) SOUTH OF EDENHARTER ROAD AND IS 1 M (3.3
 DN4989'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4989'
 DN4989'NOTE-THERE ARE NO OBSTRUCTIONS AT THIS STATION GREATER THAN 15 DEGREES
 DN4989'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4981 ***********************************************************************
 DN4981  DESIGNATION -  7D01
 DN4981  PID         -  DN4981
 DN4981  STATE/COUNTY-  WI/SAWYER
 DN4981  COUNTRY     -  US
 DN4981  USGS QUAD   -  EDGEWATER (2018)
 DN4981
 DN4981                         *CURRENT SURVEY CONTROL
 DN4981  ______________________________________________________________________
 DN4981* NAD 83(1986) POSITION- 45 40 50.6    (N) 091 27 45.5    (W)   HD_HELD2
 DN4981* NAVD 88 ORTHO HEIGHT -   407.497 (meters)     1336.93  (feet) ADJUSTED
 DN4981  ______________________________________________________________________
 DN4981  GEOID HEIGHT    -        -30.074 (meters)                     GEOID18
 DN4981  DYNAMIC HEIGHT  -        407.467 (meters)     1336.83  (feet) COMP
 DN4981  MODELED GRAVITY -    980,529.7   (mgal)                       NAVD 88
 DN4981
 DN4981  VERT ORDER      -  SECOND    CLASS I
 DN4981
 DN4981.The horizontal coordinates were established by autonomous hand held GPS
 DN4981.observations and have an estimated accuracy of +/- 10 meters.
 DN4981
 DN4981.The orthometric height was determined by differential leveling and
 DN4981.adjusted by the WI DEPT OF TRANSP
 DN4981.in May 2012.
 DN4981
 DN4981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4981.GEOID18 height accuracy estimate available here.
 DN4981
 DN4981.Click photographs - Photos may exist for this station.
 DN4981
 DN4981.The dynamic height is computed by dividing the NAVD 88
 DN4981.geopotential number by the normal gravity value computed on the
 DN4981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4981.degrees latitude (g = 980.6199 gals.).
 DN4981
 DN4981.The modeled gravity was interpolated from observed gravity values.
 DN4981
 DN4981;                    North         East    Units  Estimated Accuracy
 DN4981;SPC WI N     -    58,183.      486,058.      MT  (+/- 10 meters HH2 GPS)
 DN4981
 DN4981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1972359723(NAD 83)
 DN4981
 DN4981                          SUPERSEDED SURVEY CONTROL
 DN4981
 DN4981.No superseded survey control is available for this station.
 DN4981
 DN4981_MARKER: DD = SURVEY DISK
 DN4981_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN4981_SP_SET: BRIDGE ABUTMENT
 DN4981_STAMPING: 7D01 2006
 DN4981_MARK LOGO: WIDT
 DN4981_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4981+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2009
 DN4981
 DN4981  HISTORY     - Date     Condition        Report By
 DN4981  HISTORY     - 2006     MONUMENTED       WIDT
 DN4981  HISTORY     - 20091109 GOOD             WIDT
 DN4981
 DN4981                          STATION DESCRIPTION
 DN4981
 DN4981'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4981'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN4981'HIGHWAY C APPROXIMATELY 6 MI (9.7 KM) NORTHWEST OF THE VILLAGE OF
 DN4981'EXELAND, GO WEST ON STATE HIGHWAY 48 FOR 4.8 MI (7.7 KM) TO WOODDALE
 DN4981'ROAD RIGHT.  CONTINUE WEST ON STATE HIGHWAY 48 FOR 0.05 MI (0.1 KM) TO
 DN4981'BRIDGE 'B-57-41-90' AND THE STATION ON THE RIGHT.
 DN4981'
 DN4981'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4981'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN4981'THE NORTH END OF THE WEST BRIDGE ABUTMENT APPROXIMATELY LEVEL WITH THE
 DN4981'HIGHWAY PAVEMENT.
 DN4981'
 DN4981'THE STATION IS 6.7 M (22.0 FT) NORTH OF THE CENTERLINE OF STATE
 DN4981'HIGHWAY 48, 0.4 M (1.3 FT) NORTH OF THE NORTH EDGE OF THE BRIDGE
 DN4981'PARAPET AND 1.1 M (3.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DN4981'
 DN4981'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN4981'QUADRANTS EXTENDING TO 60 DEGREES AND TREES IN THE NORTH QUADRANTS
 DN4981'EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4982 ***********************************************************************
 DN4982  DESIGNATION -  7D02
 DN4982  PID         -  DN4982
 DN4982  STATE/COUNTY-  WI/SAWYER
 DN4982  COUNTRY     -  US
 DN4982  USGS QUAD   -  EDGEWATER (2018)
 DN4982
 DN4982                         *CURRENT SURVEY CONTROL
 DN4982  ______________________________________________________________________
 DN4982* NAD 83(1986) POSITION- 45 40 51.9    (N) 091 25 13.0    (W)   HD_HELD2
 DN4982* NAVD 88 ORTHO HEIGHT -   500.128 (meters)     1640.84  (feet) ADJUSTED
 DN4982  ______________________________________________________________________
 DN4982  GEOID HEIGHT    -        -30.070 (meters)                     GEOID18
 DN4982  DYNAMIC HEIGHT  -        500.091 (meters)     1640.72  (feet) COMP
 DN4982  MODELED GRAVITY -    980,527.4   (mgal)                       NAVD 88
 DN4982
 DN4982  VERT ORDER      -  SECOND    CLASS I
 DN4982
 DN4982.The horizontal coordinates were established by autonomous hand held GPS
 DN4982.observations and have an estimated accuracy of +/- 10 meters.
 DN4982
 DN4982.The orthometric height was determined by differential leveling and
 DN4982.adjusted by the WI DEPT OF TRANSP
 DN4982.in May 2012.
 DN4982
 DN4982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4982.GEOID18 height accuracy estimate available here.
 DN4982
 DN4982.Click photographs - Photos may exist for this station.
 DN4982
 DN4982.The dynamic height is computed by dividing the NAVD 88
 DN4982.geopotential number by the normal gravity value computed on the
 DN4982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4982.degrees latitude (g = 980.6199 gals.).
 DN4982
 DN4982.The modeled gravity was interpolated from observed gravity values.
 DN4982
 DN4982;                    North         East    Units  Estimated Accuracy
 DN4982;SPC WI N     -    58,163.      489,358.      MT  (+/- 10 meters HH2 GPS)
 DN4982
 DN4982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2302259828(NAD 83)
 DN4982
 DN4982                          SUPERSEDED SURVEY CONTROL
 DN4982
 DN4982.No superseded survey control is available for this station.
 DN4982
 DN4982_MARKER: DD = SURVEY DISK
 DN4982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4982_STAMPING: 7D02 2006
 DN4982_MARK LOGO: WIDT
 DN4982_PROJECTION: FLUSH
 DN4982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4982+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2009
 DN4982
 DN4982  HISTORY     - Date     Condition        Report By
 DN4982  HISTORY     - 2005     MONUMENTED       WIDT
 DN4982  HISTORY     - 20091109 GOOD             WIDT
 DN4982
 DN4982                          STATION DESCRIPTION
 DN4982
 DN4982'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4982'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN4982'HIGHWAY C APPROXIMATELY 6 MI (9.7 KM) NORTHWEST OF THE VILLAGE OF
 DN4982'EXELAND, GO WEST ON STATE HIGHWAY 48 FOR 2.8 MI (4.5 KM) TO STONEY
 DN4982'HILL ROAD LEFT AND THE STATION ON THE RIGHT.
 DN4982'
 DN4982'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4982'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN4982'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4982'GROUND AND APPROXIMATELY 2 M (6.6 FT) HIGHER THAN THE HIGHWAY
 DN4982'PAVEMENT.
 DN4982'
 DN4982'THE STATION IS 16.4 M (53.8 FT) NORTH OF THE CENTERLINE OF STATE
 DN4982'HIGHWAY 48, 15.7 M (51.5 FT) WEST-SOUTHWEST OF A POWER POLE WITH WIRES
 DN4982'CROSSING OVER THE HIGHWAY, 14.1 M (46.3 FT) WEST-SOUTHWEST OF THE TOP
 DN4982'CENTER OF A GREEN HIGH VOLTAGE ELECTRICAL BOX, 10.5 M (34.4 FT)
 DN4982'NORTHWEST OF A WOODEN SIGN POST, 6.9 M (22.6 FT) WEST OF THE EXTENDED
 DN4982'CENTERLINE OF STONEY HILL ROAD AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN4982'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4982'
 DN4982'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN4982'QUADRANTS EXTENDING TO 60 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DN4982'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4983 ***********************************************************************
 DN4983  DESIGNATION -  7D03
 DN4983  PID         -  DN4983
 DN4983  STATE/COUNTY-  WI/SAWYER
 DN4983  COUNTRY     -  US
 DN4983  USGS QUAD   -  EDGEWATER (2018)
 DN4983
 DN4983                         *CURRENT SURVEY CONTROL
 DN4983  ______________________________________________________________________
 DN4983* NAD 83(1986) POSITION- 45 41 02.51   (N) 091 22 50.22   (W)   HD_HELD1
 DN4983* NAVD 88 ORTHO HEIGHT -   531.340 (meters)     1743.24  (feet) ADJUSTED
 DN4983  ______________________________________________________________________
 DN4983  GEOID HEIGHT    -        -30.077 (meters)                     GEOID18
 DN4983  DYNAMIC HEIGHT  -        531.300 (meters)     1743.11  (feet) COMP
 DN4983  MODELED GRAVITY -    980,523.9   (mgal)                       NAVD 88
 DN4983
 DN4983  VERT ORDER      -  SECOND    CLASS I
 DN4983
 DN4983.The horizontal coordinates were determined by differentially corrected
 DN4983.hand held GPS observations or other comparable positioning techniques
 DN4983.and have an estimated accuracy of +/- 3 meters.
 DN4983
 DN4983.The orthometric height was determined by differential leveling and
 DN4983.adjusted by the WI DEPT OF TRANSP
 DN4983.in May 2012.
 DN4983
 DN4983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4983.GEOID18 height accuracy estimate available here.
 DN4983
 DN4983.Click photographs - Photos may exist for this station.
 DN4983
 DN4983.The dynamic height is computed by dividing the NAVD 88
 DN4983.geopotential number by the normal gravity value computed on the
 DN4983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4983.degrees latitude (g = 980.6199 gals.).
 DN4983
 DN4983.The modeled gravity was interpolated from observed gravity values.
 DN4983
 DN4983;                    North         East    Units  Estimated Accuracy
 DN4983;SPC WI N     -    58,436.4     492,453.2     MT  (+/- 3 meters HH1 GPS) 
 DN4983
 DN4983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2610460217(NAD 83)
 DN4983
 DN4983                          SUPERSEDED SURVEY CONTROL
 DN4983
 DN4983.No superseded survey control is available for this station.
 DN4983
 DN4983_MARKER: DD = SURVEY DISK
 DN4983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4983_STAMPING: 7D03 2006
 DN4983_MARK LOGO: WIDT
 DN4983_PROJECTION: FLUSH
 DN4983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4983+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2009
 DN4983
 DN4983  HISTORY     - Date     Condition        Report By
 DN4983  HISTORY     - 2005     MONUMENTED       WIDT
 DN4983  HISTORY     - 20091107 GOOD             WIDT
 DN4983
 DN4983                          STATION DESCRIPTION
 DN4983
 DN4983'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4983'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN4983'HIGHWAY C APPROXIMATELY 6 MI (9.7 KM) NORTHWEST OF THE VILLAGE OF
 DN4983'EXELAND, GO SOUTHWEST ON STATE HIGHWAY 48 FOR 0.7 MI (1.1 KM) TO RUCH
 DN4983'ROAD RIGHT AND ZETTEL ROAD LEFT.  CONTINUE SOUTHWEST ON STATE HIGHWAY
 DN4983'48 FOR 0.10 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DN4983'
 DN4983'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4983'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN4983'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4983'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DN4983'PAVEMENT.
 DN4983'
 DN4983'THE STATION IS 16.1 M (52.8 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DN4983'HIGHWAY 48, 26.7 M (87.6 FT) EAST OF THE CENTERLINE OF A GRAVEL
 DN4983'ENTRANCE TO '13727W' AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN4983'T-POSTS SURROUNDING THE STATION.
 DN4983'
 DN4983'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN4983'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4994 ***********************************************************************
 DN4994  DESIGNATION -  7D04
 DN4994  PID         -  DN4994
 DN4994  STATE/COUNTY-  WI/SAWYER
 DN4994  COUNTRY     -  US
 DN4994  USGS QUAD   -  WEIRGOR (2018)
 DN4994
 DN4994                         *CURRENT SURVEY CONTROL
 DN4994  ______________________________________________________________________
 DN4994* NAD 83(1986) POSITION- 45 41 20.7    (N) 091 20 14.1    (W)   HD_HELD2
 DN4994* NAVD 88 ORTHO HEIGHT -   487.848 (meters)     1600.55  (feet) ADJUSTED
 DN4994  ______________________________________________________________________
 DN4994  GEOID HEIGHT    -        -30.098 (meters)                     GEOID18
 DN4994  DYNAMIC HEIGHT  -        487.810 (meters)     1600.42  (feet) COMP
 DN4994  MODELED GRAVITY -    980,523.3   (mgal)                       NAVD 88
 DN4994
 DN4994  VERT ORDER      -  SECOND    CLASS I
 DN4994
 DN4994.The horizontal coordinates were established by autonomous hand held GPS
 DN4994.observations and have an estimated accuracy of +/- 10 meters.
 DN4994
 DN4994.The orthometric height was determined by differential leveling and
 DN4994.adjusted by the WI DEPT OF TRANSP
 DN4994.in May 2012.
 DN4994
 DN4994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4994.GEOID18 height accuracy estimate available here.
 DN4994
 DN4994.Click photographs - Photos may exist for this station.
 DN4994
 DN4994.The dynamic height is computed by dividing the NAVD 88
 DN4994.geopotential number by the normal gravity value computed on the
 DN4994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4994.degrees latitude (g = 980.6199 gals.).
 DN4994
 DN4994.The modeled gravity was interpolated from observed gravity values.
 DN4994
 DN4994;                    North         East    Units  Estimated Accuracy
 DN4994;SPC WI N     -    58,940.      495,841.      MT  (+/- 10 meters HH2 GPS)
 DN4994
 DN4994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2946960847(NAD 83)
 DN4994
 DN4994                          SUPERSEDED SURVEY CONTROL
 DN4994
 DN4994.No superseded survey control is available for this station.
 DN4994
 DN4994_MARKER: DD = SURVEY DISK
 DN4994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4994_STAMPING: 7D04 2006
 DN4994_MARK LOGO: WIDT
 DN4994_PROJECTION: FLUSH
 DN4994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4994+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2009
 DN4994
 DN4994  HISTORY     - Date     Condition        Report By
 DN4994  HISTORY     - 2005     MONUMENTED       WIDT
 DN4994  HISTORY     - 20091107 GOOD             WIDT
 DN4994
 DN4994                          STATION DESCRIPTION
 DN4994
 DN4994'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4994'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN4994'HIGHWAY C APPROXIMATELY 6 MI (9.7 KM) NORTHWEST OF THE VILLAGE OF
 DN4994'EXELAND, GO EAST ON STATE HIGHWAY 48 FOR 1.3 MI (2.1 KM) TO BOBCAT
 DN4994'ROAD RIGHT AND THE STATION IN THE SOUTHEAST QUADRANT ON THE RIGHT.
 DN4994'
 DN4994'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4994'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN4994'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4994'GROUND AND APPROXIMATELY 2 M (6.6 FT) HIGHER THAN THE HIGHWAY
 DN4994'PAVEMENT.
 DN4994'
 DN4994'THE STATION IS 34.8 M (114.2 FT) SOUTH OF THE CENTERLINE OF STATE
 DN4994'HIGHWAY 48, 37.7 M (123.7 FT) EAST OF THE CENTERLINE OF BOBCAT ROAD,
 DN4994'32.0 M (105.0 FT) SOUTH-SOUTHEAST OF A 'NO PASSING ZONE' WOODEN SIGN
 DN4994'POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING
 DN4994'THE STATION.
 DN4994'
 DN4994'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN4994'QUADRANTS EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4991 ***********************************************************************
 DN4991  DESIGNATION -  7D05
 DN4991  PID         -  DN4991
 DN4991  STATE/COUNTY-  WI/SAWYER
 DN4991  COUNTRY     -  US
 DN4991  USGS QUAD   -  WEIRGOR (2018)
 DN4991
 DN4991                         *CURRENT SURVEY CONTROL
 DN4991  ______________________________________________________________________
 DN4991* NAD 83(1986) POSITION- 45 40 04.9    (N) 091 15 22.7    (W)   HD_HELD2
 DN4991* NAVD 88 ORTHO HEIGHT -   364.721 (meters)     1196.59  (feet) ADJUSTED
 DN4991  ______________________________________________________________________
 DN4991  GEOID HEIGHT    -        -30.184 (meters)                     GEOID18
 DN4991  DYNAMIC HEIGHT  -        364.701 (meters)     1196.52  (feet) COMP
 DN4991  MODELED GRAVITY -    980,549.2   (mgal)                       NAVD 88
 DN4991
 DN4991  VERT ORDER      -  SECOND    CLASS I
 DN4991
 DN4991.The horizontal coordinates were established by autonomous hand held GPS
 DN4991.observations and have an estimated accuracy of +/- 10 meters.
 DN4991
 DN4991.The orthometric height was determined by differential leveling and
 DN4991.adjusted by the WI DEPT OF TRANSP
 DN4991.in May 2012.
 DN4991
 DN4991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4991.GEOID18 height accuracy estimate available here.
 DN4991
 DN4991.Click photographs - Photos may exist for this station.
 DN4991
 DN4991.The dynamic height is computed by dividing the NAVD 88
 DN4991.geopotential number by the normal gravity value computed on the
 DN4991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4991.degrees latitude (g = 980.6199 gals.).
 DN4991
 DN4991.The modeled gravity was interpolated from observed gravity values.
 DN4991
 DN4991;                    North         East    Units  Estimated Accuracy
 DN4991;SPC WI N     -    56,497.      502,108.      MT  (+/- 10 meters HH2 GPS)
 DN4991
 DN4991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3582358642(NAD 83)
 DN4991
 DN4991                          SUPERSEDED SURVEY CONTROL
 DN4991
 DN4991.No superseded survey control is available for this station.
 DN4991
 DN4991_MARKER: DD = SURVEY DISK
 DN4991_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN4991_SP_SET: BRIDGE WING WALL
 DN4991_STAMPING: 7D05 2006
 DN4991_MARK LOGO: WIDT
 DN4991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN4991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4991+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2009
 DN4991
 DN4991  HISTORY     - Date     Condition        Report By
 DN4991  HISTORY     - 2006     MONUMENTED       WIDT
 DN4991  HISTORY     - 20091106 GOOD             WIDT
 DN4991
 DN4991                          STATION DESCRIPTION
 DN4991
 DN4991'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4991'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 WITH STATE
 DN4991'HIGHWAY 48 WEST AND COUNTY HIGHWAY D EAST APPROXIMATELY 1 MI (1.6 KM)
 DN4991'EAST OF THE VILLAGE OF EXELAND, GO WEST ON STATE HIGHWAY 48 FOR 1.5 MI
 DN4991'(2.4 KM) TO STATE HIGHWAY 48 TURNING RIGHT AND COUNTY HIGHWAY C AHEAD
 DN4991'IN THE VILLAGE OF EXELAND, GO WEST ON COUNTY HIGHWAY C FOR 0.50 MI
 DN4991'(0.8 KM) O CANADAY ROAD RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY C FOR
 DN4991'33 M (108.3 FT) TO BRIDGE 'B-57-37-86' AND THE STATION ON THE LEFT.
 DN4991'
 DN4991'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4991'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN4991'THE SOUTHWEST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE HIGHWAY
 DN4991'PAVEMENT.
 DN4991'
 DN4991'THE STATION IS 4.9 M (16.1 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN4991'HIGHWAY C, 21 M (68.9 FT) EAST OF THE CENTERLINE OF IRISH ROAD AND 0.8
 DN4991'M (2.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DN4991'
 DN4991'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN4991'QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4990 ***********************************************************************
 DN4990  DESIGNATION -  7D06
 DN4990  PID         -  DN4990
 DN4990  STATE/COUNTY-  WI/SAWYER
 DN4990  COUNTRY     -  US
 DN4990  USGS QUAD   -  EXELAND (2018)
 DN4990
 DN4990                         *CURRENT SURVEY CONTROL
 DN4990  ______________________________________________________________________
 DN4990* NAD 83(1986) POSITION- 45 40 05.11   (N) 091 09 32.19   (W)   HD_HELD1
 DN4990* NAVD 88 ORTHO HEIGHT -   366.100 (meters)     1201.11  (feet) ADJUSTED
 DN4990  ______________________________________________________________________
 DN4990  GEOID HEIGHT    -        -30.238 (meters)                     GEOID18
 DN4990  DYNAMIC HEIGHT  -        366.083 (meters)     1201.06  (feet) COMP
 DN4990  MODELED GRAVITY -    980,558.3   (mgal)                       NAVD 88
 DN4990
 DN4990  VERT ORDER      -  SECOND    CLASS I
 DN4990
 DN4990.The horizontal coordinates were determined by differentially corrected
 DN4990.hand held GPS observations or other comparable positioning techniques
 DN4990.and have an estimated accuracy of +/- 3 meters.
 DN4990
 DN4990.The orthometric height was determined by differential leveling and
 DN4990.adjusted by the WI DEPT OF TRANSP
 DN4990.in May 2012.
 DN4990
 DN4990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4990.GEOID18 height accuracy estimate available here.
 DN4990
 DN4990.Click photographs - Photos may exist for this station.
 DN4990
 DN4990.The dynamic height is computed by dividing the NAVD 88
 DN4990.geopotential number by the normal gravity value computed on the
 DN4990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4990.degrees latitude (g = 980.6199 gals.).
 DN4990
 DN4990.The modeled gravity was interpolated from observed gravity values.
 DN4990
 DN4990;                    North         East    Units  Estimated Accuracy
 DN4990;SPC WI N     -    56,388.5     509,694.0     MT  (+/- 3 meters HH1 GPS) 
 DN4990
 DN4990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4340658819(NAD 83)
 DN4990
 DN4990                          SUPERSEDED SURVEY CONTROL
 DN4990
 DN4990.No superseded survey control is available for this station.
 DN4990
 DN4990_MARKER: DD = SURVEY DISK
 DN4990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4990_STAMPING: 7D06 2006
 DN4990_MARK LOGO: WIDT
 DN4990_PROJECTION: FLUSH
 DN4990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4990+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 DN4990
 DN4990  HISTORY     - Date     Condition        Report By
 DN4990  HISTORY     - 2005     MONUMENTED       WIDT
 DN4990  HISTORY     - 20091104 GOOD             WIDT
 DN4990
 DN4990                          STATION DESCRIPTION
 DN4990
 DN4990'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4990'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DN4990'HIGHWAY D WEST AND HOGSBACK ROAD EAST APPROXIMATELY 8 MI (12.9 KM)
 DN4990'SOUTH OF THE COMMUNITY OF OJIBWA, GO SOUTH ON STATE HIGHWAY 27 FOR 1.0
 DN4990'MI (1.6 KM) TO DRUWE ROAD RIGHT AND HAJDASZ ROAD LEFT.  TURN RIGHT AND
 DN4990'GO WEST ON DRUWE ROAD FOR 2.0 MI (3.2 KM) TO JOHNSON ROAD RIGHT.
 DN4990'CONTINUE WEST ON DRUWE ROAD FOR 0.25 MI (0.4 KM) TO THE STATION ON THE
 DN4990'RIGHT.
 DN4990'
 DN4990'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4990'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN4990'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4990'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN4990'
 DN4990'THE STATION IS 8.8 M (28.9 FT) NORTH OF THE CENTERLINE OF DRUWE ROAD,
 DN4990'0.25 MI (0.4 KM) EAST OF LUND ROAD, 28.3 M (92.8 FT) NORTHWEST OF A
 DN4990''ROUGH ROAD' METAL SIGN POST, 17.6 M (57.7 FT) EAST OF THE CENTERLINE
 DN4990'OF A FIELD ENTRANCE, 5.7 M (18.7 FT) EAST OF THE EXTENDED CENTERLINE
 DN4990'OF A FIELD ENTRANCE, 1 M (3.3 FT) SOUTH OF A CULTIVATED FIELD AND IS 1
 DN4990'M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4990'
 DN4990'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN4990'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5031 ***********************************************************************
 DN5031  DESIGNATION -  7D07
 DN5031  PID         -  DN5031
 DN5031  STATE/COUNTY-  WI/SAWYER
 DN5031  COUNTRY     -  US
 DN5031  USGS QUAD   -  HOGSBACK CREEK (2018)
 DN5031
 DN5031                         *CURRENT SURVEY CONTROL
 DN5031  ______________________________________________________________________
 DN5031* NAD 83(1986) POSITION- 45 41 48.83   (N) 091 06 42.59   (W)   HD_HELD1
 DN5031* NAVD 88 ORTHO HEIGHT -   378.137 (meters)     1240.60  (feet) ADJUSTED
 DN5031  ______________________________________________________________________
 DN5031  GEOID HEIGHT    -        -30.235 (meters)                     GEOID18
 DN5031  DYNAMIC HEIGHT  -        378.118 (meters)     1240.54  (feet) COMP
 DN5031  MODELED GRAVITY -    980,555.1   (mgal)                       NAVD 88
 DN5031
 DN5031  VERT ORDER      -  SECOND    CLASS I
 DN5031
 DN5031.The horizontal coordinates were determined by differentially corrected
 DN5031.hand held GPS observations or other comparable positioning techniques
 DN5031.and have an estimated accuracy of +/- 3 meters.
 DN5031
 DN5031.The orthometric height was determined by differential leveling and
 DN5031.adjusted by the WI DEPT OF TRANSP
 DN5031.in May 2012.
 DN5031
 DN5031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5031.GEOID18 height accuracy estimate available here.
 DN5031
 DN5031.Click photographs - Photos may exist for this station.
 DN5031
 DN5031.The dynamic height is computed by dividing the NAVD 88
 DN5031.geopotential number by the normal gravity value computed on the
 DN5031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5031.degrees latitude (g = 980.6199 gals.).
 DN5031
 DN5031.The modeled gravity was interpolated from observed gravity values.
 DN5031
 DN5031;                    North         East    Units  Estimated Accuracy
 DN5031;SPC WI N     -    59,537.8     513,409.5     MT  (+/- 3 meters HH1 GPS) 
 DN5031
 DN5031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4700062105(NAD 83)
 DN5031
 DN5031                          SUPERSEDED SURVEY CONTROL
 DN5031
 DN5031.No superseded survey control is available for this station.
 DN5031
 DN5031_MARKER: DD = SURVEY DISK
 DN5031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5031_STAMPING: 7D07 2006
 DN5031_MARK LOGO: WIDT
 DN5031_PROJECTION: FLUSH
 DN5031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5031+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 DN5031
 DN5031  HISTORY     - Date     Condition        Report By
 DN5031  HISTORY     - 2005     MONUMENTED       WIDT
 DN5031  HISTORY     - 20091029 GOOD             WIDT
 DN5031
 DN5031                          STATION DESCRIPTION
 DN5031
 DN5031'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5031'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DN5031'HIGHWAY D WEST AND HOGSBACK ROAD EAST APPROXIMATELY 8 MI (12.9 KM)
 DN5031'SOUTH OF THE COMMUNITY OF OJIBWA, GO NORTH ON STATE HIGHWAY 27 FOR 1.0
 DN5031'MI (1.6 KM) TO THE STATION ON THE RIGHT.
 DN5031'
 DN5031'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5031'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5031'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5031'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5031'PAVEMENT.
 DN5031'
 DN5031'THE STATION IS 13.5 M (44.3 FT) EAST OF THE CENTERLINE OF STATE
 DN5031'HIGHWAY 27, 0.51 MI (0.8 KM) SOUTH OF SMITH ROAD WEST AND OLD D ROAD
 DN5031'EAST, APPROXIMATELY 163 M (534.8 FT) SOUTH OF PRIVATE ENTRANCE
 DN5031'-1728N-, APPROXIMATELY 105 M (344.5 FT) NORTH OF A -NO PASSING ZONE-
 DN5031'WOODEN SIGN POST, 46.0 M (150.9 FT) SOUTH-SOUTHWEST OF POWER POLE -JAB
 DN5031'11-00 NPSK6 6-35- WITH A SAWYER COUNTY -SURVEY MARKER- SIGN ATTACHED,
 DN5031'45.5 M (149.3 FT) NORTH-NORTHWEST OF POWER POLE -JAB 10-97 NPSK6 6-35-
 DN5031'BURNED INTO THE POLE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5031'T-POSTS SURROUNDING THE STATION.
 DN5031'
 DN5031'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST AND
 DN5031'WEST QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5033 ***********************************************************************
 DN5033  DESIGNATION -  7D08
 DN5033  PID         -  DN5033
 DN5033  STATE/COUNTY-  WI/SAWYER
 DN5033  COUNTRY     -  US
 DN5033  USGS QUAD   -  HOGSBACK CREEK (2018)
 DN5033
 DN5033                         *CURRENT SURVEY CONTROL
 DN5033  ______________________________________________________________________
 DN5033* NAD 83(1986) POSITION- 45 44 30.15   (N) 091 06 41.32   (W)   HD_HELD1
 DN5033* NAVD 88 ORTHO HEIGHT -   395.849 (meters)     1298.71  (feet) ADJUSTED
 DN5033  ______________________________________________________________________
 DN5033  GEOID HEIGHT    -        -30.167 (meters)                     GEOID18
 DN5033  DYNAMIC HEIGHT  -        395.829 (meters)     1298.65  (feet) COMP
 DN5033  MODELED GRAVITY -    980,554.8   (mgal)                       NAVD 88
 DN5033
 DN5033  VERT ORDER      -  SECOND    CLASS I
 DN5033
 DN5033.The horizontal coordinates were determined by differentially corrected
 DN5033.hand held GPS observations or other comparable positioning techniques
 DN5033.and have an estimated accuracy of +/- 3 meters.
 DN5033
 DN5033.The orthometric height was determined by differential leveling and
 DN5033.adjusted by the WI DEPT OF TRANSP
 DN5033.in May 2012.
 DN5033
 DN5033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5033.GEOID18 height accuracy estimate available here.
 DN5033
 DN5033.Click photographs - Photos may exist for this station.
 DN5033
 DN5033.The dynamic height is computed by dividing the NAVD 88
 DN5033.geopotential number by the normal gravity value computed on the
 DN5033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5033.degrees latitude (g = 980.6199 gals.).
 DN5033
 DN5033.The modeled gravity was interpolated from observed gravity values.
 DN5033
 DN5033;                    North         East    Units  Estimated Accuracy
 DN5033;SPC WI N     -    64,517.4     513,506.7     MT  (+/- 3 meters HH1 GPS) 
 DN5033
 DN5033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4691067084(NAD 83)
 DN5033
 DN5033                          SUPERSEDED SURVEY CONTROL
 DN5033
 DN5033.No superseded survey control is available for this station.
 DN5033
 DN5033_MARKER: DD = SURVEY DISK
 DN5033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5033_STAMPING: 7D08 2006
 DN5033_MARK LOGO: WIDT
 DN5033_PROJECTION: FLUSH
 DN5033_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5033+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2009
 DN5033
 DN5033  HISTORY     - Date     Condition        Report By
 DN5033  HISTORY     - 2005     MONUMENTED       WIDT
 DN5033  HISTORY     - 20091030 GOOD             WIDT
 DN5033
 DN5033                          STATION DESCRIPTION
 DN5033
 DN5033'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5033'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN5033'HIGHWAY 27 SOUTH AND COUNTY HIGHWAY G NORTH IN THE COMMUNITY OF
 DN5033'OJIBWA, GO SOUTH ON STATE HIGHWAY 27 FOR 3.0 MI (4.8 KM) TO HIGHLAND
 DN5033'AVENUE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 27 FOR 0.90 MI (1.4 KM)
 DN5033'TO THE STATION ON THE LEFT.
 DN5033'
 DN5033'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5033'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5033'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5033'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5033'THE STATION IS 13.4 M (44.0 FT) EAST OF THE CENTERLINE OF STATE
 DN5033'HIGHWAY 27, 0.10 MI (0.2 KM) NORTH OF IRVINE DRIVE, 36.9 M (121.1 FT)
 DN5033'NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, 36.3 M (119.1 FT) NORTH
 DN5033'OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE -2933N-, 2.0 M (6.6 FT)
 DN5033'WEST OF A CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4
 DN5033'PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN5033'
 DN5033'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5033'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5034 ***********************************************************************
 DN5034  DESIGNATION -  7D09
 DN5034  PID         -  DN5034
 DN5034  STATE/COUNTY-  WI/SAWYER
 DN5034  COUNTRY     -  US
 DN5034  USGS QUAD   -  WINTER (2018)
 DN5034
 DN5034                         *CURRENT SURVEY CONTROL
 DN5034  ______________________________________________________________________
 DN5034* NAD 83(1986) POSITION- 45 45 59.8    (N) 091 06 41.9    (W)   HD_HELD2
 DN5034* NAVD 88 ORTHO HEIGHT -   389.925 (meters)     1279.28  (feet) ADJUSTED
 DN5034  ______________________________________________________________________
 DN5034  GEOID HEIGHT    -        -30.105 (meters)                     GEOID18
 DN5034  DYNAMIC HEIGHT  -        389.909 (meters)     1279.23  (feet) COMP
 DN5034  MODELED GRAVITY -    980,563.7   (mgal)                       NAVD 88
 DN5034
 DN5034  VERT ORDER      -  SECOND    CLASS I
 DN5034
 DN5034.The horizontal coordinates were established by autonomous hand held GPS
 DN5034.observations and have an estimated accuracy of +/- 10 meters.
 DN5034
 DN5034.The orthometric height was determined by differential leveling and
 DN5034.adjusted by the WI DEPT OF TRANSP
 DN5034.in May 2012.
 DN5034
 DN5034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5034.GEOID18 height accuracy estimate available here.
 DN5034
 DN5034.Click photographs - Photos may exist for this station.
 DN5034
 DN5034.The dynamic height is computed by dividing the NAVD 88
 DN5034.geopotential number by the normal gravity value computed on the
 DN5034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5034.degrees latitude (g = 980.6199 gals.).
 DN5034
 DN5034.The modeled gravity was interpolated from observed gravity values.
 DN5034
 DN5034;                    North         East    Units  Estimated Accuracy
 DN5034;SPC WI N     -    67,285.      513,533.      MT  (+/- 10 meters HH2 GPS)
 DN5034
 DN5034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4683369850(NAD 83)
 DN5034
 DN5034                          SUPERSEDED SURVEY CONTROL
 DN5034
 DN5034.No superseded survey control is available for this station.
 DN5034
 DN5034_MARKER: DD = SURVEY DISK
 DN5034_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5034_SP_SET: BRIDGE WING WALL
 DN5034_STAMPING: 7D09 2006
 DN5034_MARK LOGO: WIDT
 DN5034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5034+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2009
 DN5034
 DN5034  HISTORY     - Date     Condition        Report By
 DN5034  HISTORY     - 2006     MONUMENTED       WIDT
 DN5034  HISTORY     - 20091030 GOOD             WIDT
 DN5034
 DN5034                          STATION DESCRIPTION
 DN5034
 DN5034'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5034'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN5034'HIGHWAY 27 SOUTH AND COUNTY HIGHWAY G NORTH IN THE COMMUNITY OF
 DN5034'OJIBWA, GO SOUTH ON STATE HIGHWAY 27 FOR 2.2 MI (3.5 KM) TO OLD
 DN5034'HIGHWAY 70.  CONTINUE SOUTH ON STATE HIGHWAY 27 FOR 0.16 MI (0.3 KM)
 DN5034'TO BRIDGE -C-57-11-90- OVER KENYON CREEK AND THE STATION ON THE RIGHT.
 DN5034'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5034'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5034'THE NORTHWEST BRIDGE WING WALL APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DN5034'THE HIGHWAY PAVEMENT.
 DN5034'
 DN5034'THE STATION IS 7.0 M (23.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DN5034'27, 0.81 MI (1.3 KM) NORTH OF HIGHLAND ROAD AND 1.0 M (3.3 FT) SOUTH
 DN5034'OF A WHITE PLASTIC WITNESS POST.
 DN5034'
 DN5034'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5034'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5122 ***********************************************************************
 DN5122  DESIGNATION -  7D30
 DN5122  PID         -  DN5122
 DN5122  STATE/COUNTY-  WI/SAWYER
 DN5122  COUNTRY     -  US
 DN5122  USGS QUAD   -  HAUER (2018)
 DN5122
 DN5122                         *CURRENT SURVEY CONTROL
 DN5122  ______________________________________________________________________
 DN5122* NAD 83(1986) POSITION- 45 51 37.02   (N) 091 29 35.22   (W)   HD_HELD1
 DN5122* NAVD 88 ORTHO HEIGHT -   403.124 (meters)     1322.58  (feet) ADJUSTED
 DN5122  ______________________________________________________________________
 DN5122  GEOID HEIGHT    -        -29.433 (meters)                     GEOID18
 DN5122  DYNAMIC HEIGHT  -        403.109 (meters)     1322.53  (feet) COMP
 DN5122  MODELED GRAVITY -    980,566.3   (mgal)                       NAVD 88
 DN5122
 DN5122  VERT ORDER      -  SECOND    CLASS I
 DN5122
 DN5122.The horizontal coordinates were determined by differentially corrected
 DN5122.hand held GPS observations or other comparable positioning techniques
 DN5122.and have an estimated accuracy of +/- 3 meters.
 DN5122
 DN5122.The orthometric height was determined by differential leveling and
 DN5122.adjusted by the WI DEPT OF TRANSP
 DN5122.in May 2012.
 DN5122
 DN5122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5122.GEOID18 height accuracy estimate available here.
 DN5122
 DN5122.Click photographs - Photos may exist for this station.
 DN5122
 DN5122.The dynamic height is computed by dividing the NAVD 88
 DN5122.geopotential number by the normal gravity value computed on the
 DN5122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5122.degrees latitude (g = 980.6199 gals.).
 DN5122
 DN5122.The modeled gravity was interpolated from observed gravity values.
 DN5122
 DN5122;                    North         East    Units  Estimated Accuracy
 DN5122;SPC WI N     -    78,180.9     484,059.0     MT  (+/- 3 meters HH1 GPS) 
 DN5122
 DN5122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1697479628(NAD 83)
 DN5122
 DN5122                          SUPERSEDED SURVEY CONTROL
 DN5122
 DN5122.No superseded survey control is available for this station.
 DN5122
 DN5122_MARKER: DD = SURVEY DISK
 DN5122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5122_STAMPING: 7D30 2009
 DN5122_MARK LOGO: WIDT
 DN5122_PROJECTION: FLUSH
 DN5122_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5122+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2009
 DN5122
 DN5122  HISTORY     - Date     Condition        Report By
 DN5122  HISTORY     - 2009     MONUMENTED       WIDT
 DN5122  HISTORY     - 20091107 GOOD             WIDT
 DN5122
 DN5122                          STATION DESCRIPTION
 DN5122
 DN5122'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5122'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 NORTH AND
 DN5122'STATE HIGHWAY 70 WEST ABOUT 9.5 MI (15.3 KM) SOUTH OF THE CITY OF
 DN5122'HAYWARD, GO SOUTH ON STATE HIGHWAY 27/70 FOR 0.5 MI (0.8 KM) TO THE
 DN5122'STATION ON THE LEFT.
 DN5122'
 DN5122'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN5122'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN5122'APPROXIMATELY 4 FT (1.2 M) LOWER THAN THE STATE HIGHWAY 27 PAVEMENT.
 DN5122'
 DN5122'THE STATION IS 30 FT (9.1 M) NORTH OF STATE HIGHWAY 27/70 CENTERLINE,
 DN5122'0.1 MI (0.2 KM) EAST OF LARSEN ROAD AND IS 1 M (3.3 FT) FROM THREE
 DN5122'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5122'
 DN5122'NOTE-THERE ARE NO OBSTRUCTIONS AT THIS STATION GREATER THAN 15 DEGREES
 DN5122'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5121 ***********************************************************************
 DN5121  DESIGNATION -  7D31
 DN5121  PID         -  DN5121
 DN5121  STATE/COUNTY-  WI/SAWYER
 DN5121  COUNTRY     -  US
 DN5121  USGS QUAD   -  HAUER (2018)
 DN5121
 DN5121                         *CURRENT SURVEY CONTROL
 DN5121  ______________________________________________________________________
 DN5121* NAD 83(1986) POSITION- 45 50 55.05   (N) 091 27 28.29   (W)   HD_HELD1
 DN5121* NAVD 88 ORTHO HEIGHT -   403.572 (meters)     1324.05  (feet) ADJUSTED
 DN5121  ______________________________________________________________________
 DN5121  GEOID HEIGHT    -        -29.513 (meters)                     GEOID18
 DN5121  DYNAMIC HEIGHT  -        403.557 (meters)     1324.00  (feet) COMP
 DN5121  MODELED GRAVITY -    980,566.5   (mgal)                       NAVD 88
 DN5121
 DN5121  VERT ORDER      -  SECOND    CLASS I
 DN5121
 DN5121.The horizontal coordinates were determined by differentially corrected
 DN5121.hand held GPS observations or other comparable positioning techniques
 DN5121.and have an estimated accuracy of +/- 3 meters.
 DN5121
 DN5121.The orthometric height was determined by differential leveling and
 DN5121.adjusted by the WI DEPT OF TRANSP
 DN5121.in May 2012.
 DN5121
 DN5121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5121.GEOID18 height accuracy estimate available here.
 DN5121
 DN5121.Click photographs - Photos may exist for this station.
 DN5121
 DN5121.The dynamic height is computed by dividing the NAVD 88
 DN5121.geopotential number by the normal gravity value computed on the
 DN5121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5121.degrees latitude (g = 980.6199 gals.).
 DN5121
 DN5121.The modeled gravity was interpolated from observed gravity values.
 DN5121
 DN5121;                    North         East    Units  Estimated Accuracy
 DN5121;SPC WI N     -    76,834.5     486,772.7     MT  (+/- 3 meters HH1 GPS) 
 DN5121
 DN5121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1973678385(NAD 83)
 DN5121
 DN5121                          SUPERSEDED SURVEY CONTROL
 DN5121
 DN5121.No superseded survey control is available for this station.
 DN5121
 DN5121_MARKER: DD = SURVEY DISK
 DN5121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5121_STAMPING: 7D31 2009
 DN5121_MARK LOGO: WIDT
 DN5121_PROJECTION: FLUSH
 DN5121_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5121+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2009
 DN5121
 DN5121  HISTORY     - Date     Condition        Report By
 DN5121  HISTORY     - 2009     MONUMENTED       WIDT
 DN5121  HISTORY     - 20091106 GOOD             WIDT
 DN5121
 DN5121                          STATION DESCRIPTION
 DN5121
 DN5121'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5121'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27/70 AND
 DN5121'COUNTY HIGHWAY E/F ABOUT 10.5 MI (16.9 KM) SOUTH OF HAYWARD, GO EAST
 DN5121'ON STATE HIGHWAY 27/70 FOR 1.4 MI (2.3 KM) TO HAM LAKE ROAD AND THE
 DN5121'STATION ON THE RIGHT.
 DN5121'
 DN5121'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN5121'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN5121'APPROXIMATELY 5 FT (1.5 M) ABOVE THE STATE HIGHWAY 27/70 PAVEMENT.
 DN5121'
 DN5121'THE STATION IS 25 FT (7.6 M) WEST OF HAM LAKE ROAD CENTERLINE, 45 FT
 DN5121'(13.7 M) SOUTH OF STATE HIGHWAY 27/70 CENTERLINE AND IS 1 M (3.3 FT)
 DN5121'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5120 ***********************************************************************
 DN5120  DESIGNATION -  7D32
 DN5120  PID         -  DN5120
 DN5120  STATE/COUNTY-  WI/SAWYER
 DN5120  COUNTRY     -  US
 DN5120  USGS QUAD   -  HAUER (2018)
 DN5120
 DN5120                         *CURRENT SURVEY CONTROL
 DN5120  ______________________________________________________________________
 DN5120* NAD 83(1986) POSITION- 45 51 07.26   (N) 091 26 36.31   (W)   HD_HELD1
 DN5120* NAVD 88 ORTHO HEIGHT -   403.656 (meters)     1324.33  (feet) ADJUSTED
 DN5120  ______________________________________________________________________
 DN5120  GEOID HEIGHT    -        -29.513 (meters)                     GEOID18
 DN5120  DYNAMIC HEIGHT  -        403.642 (meters)     1324.28  (feet) COMP
 DN5120  MODELED GRAVITY -    980,569.1   (mgal)                       NAVD 88
 DN5120
 DN5120  VERT ORDER      -  SECOND    CLASS I
 DN5120
 DN5120.The horizontal coordinates were determined by differentially corrected
 DN5120.hand held GPS observations or other comparable positioning techniques
 DN5120.and have an estimated accuracy of +/- 3 meters.
 DN5120
 DN5120.The orthometric height was determined by differential leveling and
 DN5120.adjusted by the WI DEPT OF TRANSP
 DN5120.in May 2012.
 DN5120
 DN5120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5120.GEOID18 height accuracy estimate available here.
 DN5120
 DN5120.Click photographs - Photos may exist for this station.
 DN5120
 DN5120.The dynamic height is computed by dividing the NAVD 88
 DN5120.geopotential number by the normal gravity value computed on the
 DN5120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5120.degrees latitude (g = 980.6199 gals.).
 DN5120
 DN5120.The modeled gravity was interpolated from observed gravity values.
 DN5120
 DN5120;                    North         East    Units  Estimated Accuracy
 DN5120;SPC WI N     -    77,190.9     487,900.9     MT  (+/- 3 meters HH1 GPS) 
 DN5120
 DN5120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2085078783(NAD 83)
 DN5120
 DN5120                          SUPERSEDED SURVEY CONTROL
 DN5120
 DN5120.No superseded survey control is available for this station.
 DN5120
 DN5120_MARKER: DD = SURVEY DISK
 DN5120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5120_STAMPING: 7D32 2009
 DN5120_MARK LOGO: WIDT
 DN5120_PROJECTION: FLUSH
 DN5120_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5120+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2009
 DN5120
 DN5120  HISTORY     - Date     Condition        Report By
 DN5120  HISTORY     - 2009     MONUMENTED       WIDT
 DN5120  HISTORY     - 20091106 GOOD             WIDT
 DN5120
 DN5120                          STATION DESCRIPTION
 DN5120
 DN5120'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5120'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27/70 AND
 DN5120'COUNTY HIGHWAY E/F ABOUT 10.5 MI (16.9 KM) SOUTH OF HAYWARD, GO EAST
 DN5120'ON STATE HIGHWAY 27/70 FOR 2.2 MI (3.5 KM) TO BREEZY POINT LANE AND
 DN5120'THE STATION ON THE LEFT.
 DN5120'
 DN5120'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN5120'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN5120'APPROXIMATELY 1 FT (0.3 M) LOWER THAN THE STATE HIGHWAY 27/70
 DN5120'PAVEMENT.
 DN5120'
 DN5120'THE STATION IS 20 FT (6.1 M) WEST OF BREEZY POINT LANE CENTERLINE, 45
 DN5120'FT (13.7 M) NORTH OF STATE HIGHWAY 27/70 CENTERLINE, 0.6 MI (1.0 KM)
 DN5120'WEST OF BILLY BOY ROAD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5120'T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5118 ***********************************************************************
 DN5118  DESIGNATION -  7D33
 DN5118  PID         -  DN5118
 DN5118  STATE/COUNTY-  WI/SAWYER
 DN5118  COUNTRY     -  US
 DN5118  USGS QUAD   -  COUDERAY (2018)
 DN5118
 DN5118                         *CURRENT SURVEY CONTROL
 DN5118  ______________________________________________________________________
 DN5118* NAD 83(1986) POSITION- 45 47 46.18   (N) 091 21 48.71   (W)   HD_HELD1
 DN5118* NAVD 88 ORTHO HEIGHT -   385.728 (meters)     1265.51  (feet) ADJUSTED
 DN5118  ______________________________________________________________________
 DN5118  GEOID HEIGHT    -        -29.815 (meters)                     GEOID18
 DN5118  DYNAMIC HEIGHT  -        385.710 (meters)     1265.45  (feet) COMP
 DN5118  MODELED GRAVITY -    980,558.0   (mgal)                       NAVD 88
 DN5118
 DN5118  VERT ORDER      -  SECOND    CLASS I
 DN5118
 DN5118.The horizontal coordinates were determined by differentially corrected
 DN5118.hand held GPS observations or other comparable positioning techniques
 DN5118.and have an estimated accuracy of +/- 3 meters.
 DN5118
 DN5118.The orthometric height was determined by differential leveling and
 DN5118.adjusted by the WI DEPT OF TRANSP
 DN5118.in May 2012.
 DN5118
 DN5118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5118.GEOID18 height accuracy estimate available here.
 DN5118
 DN5118.Click photographs - Photos may exist for this station.
 DN5118
 DN5118.The dynamic height is computed by dividing the NAVD 88
 DN5118.geopotential number by the normal gravity value computed on the
 DN5118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5118.degrees latitude (g = 980.6199 gals.).
 DN5118
 DN5118.The modeled gravity was interpolated from observed gravity values.
 DN5118
 DN5118;                    North         East    Units  Estimated Accuracy
 DN5118;SPC WI N     -    70,874.2     493,998.0     MT  (+/- 3 meters HH1 GPS) 
 DN5118
 DN5118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2717972702(NAD 83)
 DN5118
 DN5118                          SUPERSEDED SURVEY CONTROL
 DN5118
 DN5118.No superseded survey control is available for this station.
 DN5118
 DN5118_MARKER: DD = SURVEY DISK
 DN5118_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN5118_SP_SET: BOX CULVERT WING WALL
 DN5118_STAMPING: 7D33 2009
 DN5118_MARK LOGO: WIDT
 DN5118_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5118+STABILITY: SURFACE MOTION
 DN5118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5118+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 DN5118
 DN5118  HISTORY     - Date     Condition        Report By
 DN5118  HISTORY     - 20090812 MONUMENTED       WIDT
 DN5118  HISTORY     - 20100323 GOOD             WIDT
 DN5118
 DN5118                          STATION DESCRIPTION
 DN5118
 DN5118'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5118'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 70
 DN5118'WITH COUNTY HIGHWAY C SOUTH AND SMITH ROAD NORTH APPROXIMATELY 2.3 MI
 DN5118'(3.7 KM) WEST OF THE VILLAGE OF COUDERAY, GO WEST ON STATE HIGHWAYS 27
 DN5118'AND 70 FOR 0.5 MI (0.8 KM) TO A BOX CULVERT OVER DEVILS CREEK AND
 DN5118'STATION ON THE RIGHT.
 DN5118'
 DN5118'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5118'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5118'THE NORTHEAST WING WALL OF A CONCRETE BOX CULVERT -C-57-12-95-,
 DN5118'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5118'
 DN5118'THE STATION IS 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF STATE
 DN5118'HIGHWAYS 27 AND 70 AND 0.85 M (2.8 FT) SOUTHWEST OF A WHITE PLASTIC
 DN5118'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4953 ***********************************************************************
 DN4953  DESIGNATION -  7D34
 DN4953  PID         -  DN4953
 DN4953  STATE/COUNTY-  WI/SAWYER
 DN4953  COUNTRY     -  US
 DN4953  USGS QUAD   -  COUDERAY (2018)
 DN4953
 DN4953                         *CURRENT SURVEY CONTROL
 DN4953  ______________________________________________________________________
 DN4953* NAD 83(1986) POSITION- 45 48 03.10   (N) 091 20 02.07   (W)   HD_HELD1
 DN4953* NAVD 88 ORTHO HEIGHT -   386.087 (meters)     1266.69  (feet) ADJUSTED
 DN4953  ______________________________________________________________________
 DN4953  GEOID HEIGHT    -        -29.826 (meters)                     GEOID18
 DN4953  DYNAMIC HEIGHT  -        386.071 (meters)     1266.63  (feet) COMP
 DN4953  MODELED GRAVITY -    980,561.1   (mgal)                       NAVD 88
 DN4953
 DN4953  VERT ORDER      -  SECOND    CLASS I
 DN4953
 DN4953.The horizontal coordinates were determined by differentially corrected
 DN4953.hand held GPS observations or other comparable positioning techniques
 DN4953.and have an estimated accuracy of +/- 3 meters.
 DN4953
 DN4953.The orthometric height was determined by differential leveling and
 DN4953.adjusted by the WI DEPT OF TRANSP
 DN4953.in May 2012.
 DN4953
 DN4953.No vertical observational check was made to the station.
 DN4953
 DN4953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4953.GEOID18 height accuracy estimate available here.
 DN4953
 DN4953.Click photographs - Photos may exist for this station.
 DN4953
 DN4953.The dynamic height is computed by dividing the NAVD 88
 DN4953.geopotential number by the normal gravity value computed on the
 DN4953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4953.degrees latitude (g = 980.6199 gals.).
 DN4953
 DN4953.The modeled gravity was interpolated from observed gravity values.
 DN4953
 DN4953;                    North         East    Units  Estimated Accuracy
 DN4953;SPC WI N     -    71,357.4     496,309.4     MT  (+/- 3 meters HH1 GPS) 
 DN4953
 DN4953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2947073271(NAD 83)
 DN4953
 DN4953                          SUPERSEDED SURVEY CONTROL
 DN4953
 DN4953.No superseded survey control is available for this station.
 DN4953
 DN4953_MARKER: DD = SURVEY DISK
 DN4953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4953_STAMPING: 7D34 2009
 DN4953_MARK LOGO: WIDT
 DN4953_PROJECTION: FLUSH
 DN4953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4953+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 DN4953
 DN4953  HISTORY     - Date     Condition        Report By
 DN4953  HISTORY     - 2009     MONUMENTED       WIDT
 DN4953  HISTORY     - 20100323 GOOD             WIDT
 DN4953
 DN4953                          STATION DESCRIPTION
 DN4953
 DN4953'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN4953'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27/70 AND
 DN4953'COUNTY HIGHWAY C, WEST OF THE VILLAGE OF COUDERAY, GO EAST ON STATE
 DN4953'HIGHWAY 27/70 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT.
 DN4953'
 DN4953'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN4953'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN4953'APPROXIMATELY 2 FT (0.6 M) LOWER THAN THE STATE HIGHWAY 27/70
 DN4953'PAVEMENT.
 DN4953'
 DN4953'THE STATION IS LOCATED 1.5 MI (2.4 KM) WEST OF COUNTY HIGHWAY CLOSING
 DN4953'CORNER, 35 FT (10.7 M) SOUTH OF STATE HIGHWAY 27/70 CENTERLINE AND IS
 DN4953'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4951 ***********************************************************************
 DN4951  DESIGNATION -  7D35
 DN4951  PID         -  DN4951
 DN4951  STATE/COUNTY-  WI/SAWYER
 DN4951  COUNTRY     -  US
 DN4951  USGS QUAD   -  COUDERAY (2018)
 DN4951
 DN4951                         *CURRENT SURVEY CONTROL
 DN4951  ______________________________________________________________________
 DN4951* NAD 83(1986) POSITION- 45 46 26.07   (N) 091 16 00.26   (W)   HD_HELD1
 DN4951* NAVD 88 ORTHO HEIGHT -   381.789 (meters)     1252.59  (feet) ADJUSTED
 DN4951  ______________________________________________________________________
 DN4951  GEOID HEIGHT    -        -29.988 (meters)                     GEOID18
 DN4951  DYNAMIC HEIGHT  -        381.770 (meters)     1252.52  (feet) COMP
 DN4951  MODELED GRAVITY -    980,555.6   (mgal)                       NAVD 88
 DN4951
 DN4951  VERT ORDER      -  SECOND    CLASS I
 DN4951
 DN4951.The horizontal coordinates were determined by differentially corrected
 DN4951.hand held GPS observations or other comparable positioning techniques
 DN4951.and have an estimated accuracy of +/- 3 meters.
 DN4951
 DN4951.The orthometric height was determined by differential leveling and
 DN4951.adjusted by the WI DEPT OF TRANSP
 DN4951.in May 2012.
 DN4951
 DN4951.No vertical observational check was made to the station.
 DN4951
 DN4951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4951.GEOID18 height accuracy estimate available here.
 DN4951
 DN4951.Click photographs - Photos may exist for this station.
 DN4951
 DN4951.The dynamic height is computed by dividing the NAVD 88
 DN4951.geopotential number by the normal gravity value computed on the
 DN4951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4951.degrees latitude (g = 980.6199 gals.).
 DN4951
 DN4951.The modeled gravity was interpolated from observed gravity values.
 DN4951
 DN4951;                    North         East    Units  Estimated Accuracy
 DN4951;SPC WI N     -    68,276.6     501,482.6     MT  (+/- 3 meters HH1 GPS) 
 DN4951
 DN4951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3475570388(NAD 83)
 DN4951
 DN4951                          SUPERSEDED SURVEY CONTROL
 DN4951
 DN4951.No superseded survey control is available for this station.
 DN4951
 DN4951_MARKER: DD = SURVEY DISK
 DN4951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4951_STAMPING: 7D35 2009
 DN4951_MARK LOGO: WIDT
 DN4951_PROJECTION: FLUSH
 DN4951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4951+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 DN4951
 DN4951  HISTORY     - Date     Condition        Report By
 DN4951  HISTORY     - 2009     MONUMENTED       WIDT
 DN4951  HISTORY     - 20100323 GOOD             WIDT
 DN4951
 DN4951                          STATION DESCRIPTION
 DN4951
 DN4951'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN4951'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27/70 AND
 DN4951'COUNTY HIGHWAY CLOSING CORNER IN THE VILLAGE OF COUDERAY, GO EAST ON
 DN4951'STATE HIGHWAY 27/70 FOR 3.2 MI (5.1 KM) TO WEIRGOR ROAD AND THE
 DN4951'STATION ON THE RIGHT.
 DN4951'
 DN4951'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN4951'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN4951'APPROXIMATELY 2 FT (0.6 M) LOWER THAN THE WEIRGOR ROAD PAVEMENT.
 DN4951'
 DN4951'THE STATION IS 150 FT (45.7 M) SOUTH OF THE STATE HIGHWAY 27/70
 DN4951'CENTERLINE, 22 FT (6.7 M) WEST OF WEIRGOR ROAD CENTERLINE AND IS 1 M
 DN4951'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4950 ***********************************************************************
 DN4950  DESIGNATION -  7D36
 DN4950  PID         -  DN4950
 DN4950  STATE/COUNTY-  WI/SAWYER
 DN4950  COUNTRY     -  US
 DN4950  USGS QUAD   -  RADISSON (2018)
 DN4950
 DN4950                         *CURRENT SURVEY CONTROL
 DN4950  ______________________________________________________________________
 DN4950* NAD 83(1986) POSITION- 45 46 44.56   (N) 091 11 54.02   (W)   HD_HELD1
 DN4950* NAVD 88 ORTHO HEIGHT -   377.680 (meters)     1239.11  (feet) ADJUSTED
 DN4950  ______________________________________________________________________
 DN4950  GEOID HEIGHT    -        -30.011 (meters)                     GEOID18
 DN4950  DYNAMIC HEIGHT  -        377.664 (meters)     1239.05  (feet) COMP
 DN4950  MODELED GRAVITY -    980,560.7   (mgal)                       NAVD 88
 DN4950
 DN4950  VERT ORDER      -  SECOND    CLASS I
 DN4950
 DN4950.The horizontal coordinates were determined by differentially corrected
 DN4950.hand held GPS observations or other comparable positioning techniques
 DN4950.and have an estimated accuracy of +/- 3 meters.
 DN4950
 DN4950.The orthometric height was determined by differential leveling and
 DN4950.adjusted by the WI DEPT OF TRANSP
 DN4950.in May 2012.
 DN4950
 DN4950.No vertical observational check was made to the station.
 DN4950
 DN4950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4950.GEOID18 height accuracy estimate available here.
 DN4950
 DN4950.Click photographs - Photos may exist for this station.
 DN4950
 DN4950.The dynamic height is computed by dividing the NAVD 88
 DN4950.geopotential number by the normal gravity value computed on the
 DN4950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4950.degrees latitude (g = 980.6199 gals.).
 DN4950
 DN4950.The modeled gravity was interpolated from observed gravity values.
 DN4950
 DN4950;                    North         East    Units  Estimated Accuracy
 DN4950;SPC WI N     -    68,764.9     506,810.4     MT  (+/- 3 meters HH1 GPS) 
 DN4950
 DN4950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4006071076(NAD 83)
 DN4950
 DN4950                          SUPERSEDED SURVEY CONTROL
 DN4950
 DN4950.No superseded survey control is available for this station.
 DN4950
 DN4950_MARKER: DD = SURVEY DISK
 DN4950_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN4950_SP_SET: BRIDGE WING WALL
 DN4950_STAMPING: 7D36 2009
 DN4950_MARK LOGO: WIDT
 DN4950_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4950+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 DN4950
 DN4950  HISTORY     - Date     Condition        Report By
 DN4950  HISTORY     - 20090812 MONUMENTED       WIDT
 DN4950  HISTORY     - 20100507 GOOD             WIDT
 DN4950
 DN4950                          STATION DESCRIPTION
 DN4950
 DN4950'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4950'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 70
 DN4950'WITH STATE HIGHWAY 40 SOUTH AND COUNTY HIGHWAY H NORTH IN THE VILLAGE
 DN4950'OF RADISSON, GO EAST THEN NORTHEAST ON STATE HIGHWAYS 27 AND 70 FOR
 DN4950'1.25 MI (2.0 KM) TO A SMALL BRIDGE OVER KING CREEK AND THE STATION ON
 DN4950'THE LEFT.
 DN4950'
 DN4950'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4950'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN4950'THE NORTHEAST WING WALL OF BRIDGE B-57-14-63, APPROXIMATELY 1 M (3.3
 DN4950'FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN4950'
 DN4950'THE STATION IS 9.9 M (32.5 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DN4950'HIGHWAY 27 AND 70 AND 1.1 M (3.6 FT) SOUTHEAST OF A WHITE PLASTIC
 DN4950'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4949 ***********************************************************************
 DN4949  DESIGNATION -  7D37
 DN4949  PID         -  DN4949
 DN4949  STATE/COUNTY-  WI/SAWYER
 DN4949  COUNTRY     -  US
 DN4949  USGS QUAD   -  RADISSON (2018)
 DN4949
 DN4949                         *CURRENT SURVEY CONTROL
 DN4949  ______________________________________________________________________
 DN4949* NAD 83(1986) POSITION- 45 47 12.82   (N) 091 10 16.78   (W)   HD_HELD1
 DN4949* NAVD 88 ORTHO HEIGHT -   382.905 (meters)     1256.25  (feet) ADJUSTED
 DN4949  ______________________________________________________________________
 DN4949  GEOID HEIGHT    -        -29.999 (meters)                     GEOID18
 DN4949  DYNAMIC HEIGHT  -        382.890 (meters)     1256.20  (feet) COMP
 DN4949  MODELED GRAVITY -    980,565.6   (mgal)                       NAVD 88
 DN4949
 DN4949  VERT ORDER      -  SECOND    CLASS I
 DN4949
 DN4949.The horizontal coordinates were determined by differentially corrected
 DN4949.hand held GPS observations or other comparable positioning techniques
 DN4949.and have an estimated accuracy of +/- 3 meters.
 DN4949
 DN4949.The orthometric height was determined by differential leveling and
 DN4949.adjusted by the WI DEPT OF TRANSP
 DN4949.in May 2012.
 DN4949
 DN4949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4949.GEOID18 height accuracy estimate available here.
 DN4949
 DN4949.Click photographs - Photos may exist for this station.
 DN4949
 DN4949.The dynamic height is computed by dividing the NAVD 88
 DN4949.geopotential number by the normal gravity value computed on the
 DN4949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4949.degrees latitude (g = 980.6199 gals.).
 DN4949
 DN4949.The modeled gravity was interpolated from observed gravity values.
 DN4949
 DN4949;                    North         East    Units  Estimated Accuracy
 DN4949;SPC WI N     -    69,605.9     508,923.7     MT  (+/- 3 meters HH1 GPS) 
 DN4949
 DN4949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4214071996(NAD 83)
 DN4949
 DN4949                          SUPERSEDED SURVEY CONTROL
 DN4949
 DN4949.No superseded survey control is available for this station.
 DN4949
 DN4949_MARKER: DD = SURVEY DISK
 DN4949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4949_STAMPING: 7D37 2009
 DN4949_MARK LOGO: WIDT
 DN4949_PROJECTION: FLUSH
 DN4949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4949+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 DN4949
 DN4949  HISTORY     - Date     Condition        Report By
 DN4949  HISTORY     - 2009     MONUMENTED       WIDT
 DN4949  HISTORY     - 20100507 GOOD             WIDT
 DN4949
 DN4949                          STATION DESCRIPTION
 DN4949
 DN4949'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN4949'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27/70 AND
 DN4949'STATE HIGHWAY 40 IN THE VILLAGE OF RADISSON, GO EAST ON STATE HIGHWAY
 DN4949'27/70 FOR 2.7 MI (4.3 KM) TO THE STATION ON THE LEFT.
 DN4949'
 DN4949'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN4949'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN4949'APPROXIMATELY 3 FT (0.9 M) LOWER THAN THE STATE HIGHWAY 27/70
 DN4949'PAVEMENT.
 DN4949'
 DN4949'THE STATION IS 0.1 MI (0.2 KM) EAST OF HELSING ROAD, 40 FT (12.2 M)
 DN4949'NORTH OF STATE HIGHWAY 27/70 CENTERLINE AND IS 1 M (3.3 FT) FROM THREE
 DN4949'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4949'
 DN4949'NOTE-THERE ARE NO OBSTRUCTIONS AT THIS STATION GREATER THAN 15 DEGREES
 DN4949'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4947 ***********************************************************************
 DN4947  DESIGNATION -  7D38
 DN4947  PID         -  DN4947
 DN4947  STATE/COUNTY-  WI/SAWYER
 DN4947  COUNTRY     -  US
 DN4947  USGS QUAD   -  WINTER (2018)
 DN4947
 DN4947                         *CURRENT SURVEY CONTROL
 DN4947  ______________________________________________________________________
 DN4947* NAD 83(1986) POSITION- 45 47 56.60   (N) 091 07 01.92   (W)   HD_HELD1
 DN4947* NAVD 88 ORTHO HEIGHT -   383.778 (meters)     1259.11  (feet) ADJUSTED
 DN4947  ______________________________________________________________________
 DN4947  GEOID HEIGHT    -        -29.995 (meters)                     GEOID18
 DN4947  DYNAMIC HEIGHT  -        383.767 (meters)     1259.08  (feet) COMP
 DN4947  MODELED GRAVITY -    980,576.1   (mgal)                       NAVD 88
 DN4947
 DN4947  VERT ORDER      -  SECOND    CLASS I
 DN4947
 DN4947.The horizontal coordinates were determined by differentially corrected
 DN4947.hand held GPS observations or other comparable positioning techniques
 DN4947.and have an estimated accuracy of +/- 3 meters.
 DN4947
 DN4947.The orthometric height was determined by differential leveling and
 DN4947.adjusted by the WI DEPT OF TRANSP
 DN4947.in May 2012.
 DN4947
 DN4947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4947.GEOID18 height accuracy estimate available here.
 DN4947
 DN4947.Click photographs - Photos may exist for this station.
 DN4947
 DN4947.The dynamic height is computed by dividing the NAVD 88
 DN4947.geopotential number by the normal gravity value computed on the
 DN4947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4947.degrees latitude (g = 980.6199 gals.).
 DN4947
 DN4947.The modeled gravity was interpolated from observed gravity values.
 DN4947
 DN4947;                    North         East    Units  Estimated Accuracy
 DN4947;SPC WI N     -    70,896.8     513,151.1     MT  (+/- 3 meters HH1 GPS) 
 DN4947
 DN4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4631573445(NAD 83)
 DN4947
 DN4947                          SUPERSEDED SURVEY CONTROL
 DN4947
 DN4947.No superseded survey control is available for this station.
 DN4947
 DN4947_MARKER: DD = SURVEY DISK
 DN4947_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN4947_SP_SET: BRIDGE ABUTMENT
 DN4947_STAMPING: 7D38 2009
 DN4947_MARK LOGO: WIDT
 DN4947_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4947+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2010
 DN4947
 DN4947  HISTORY     - Date     Condition        Report By
 DN4947  HISTORY     - 2009     MONUMENTED       WIDT
 DN4947  HISTORY     - 20100325 GOOD             WIDT
 DN4947
 DN4947                          STATION DESCRIPTION
 DN4947
 DN4947'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4947'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN4947'HIGHWAY 27 SOUTH AND COUNTY HIGHWAY G NORTH IN THE COMMUNITY OF
 DN4947'OJIBWA, GO NORTHWEST ON COUNTY HIGHWAY G FOR 0.1 MI (0.2 KM) TO THE
 DN4947'NORTH END OF A BRIDGE SPANNING THE CHIPPEWA RIVER AND THE STATION ON
 DN4947'THE RIGHT.
 DN4947'
 DN4947'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4947'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN4947'THE EAST END OF THE NORTH BRIDGE ABUTMENT OF BRIDGE B-57-56-96,
 DN4947'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN4947'
 DN4947'THE STATION IS 8.0 M (26.2 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DN4947'HIGHWAY G AND 2.5 M (8.2 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5046 ***********************************************************************
 DN5046  DESIGNATION -  7D48
 DN5046  PID         -  DN5046
 DN5046  STATE/COUNTY-  WI/SAWYER
 DN5046  COUNTRY     -  US
 DN5046  USGS QUAD   -  WINTER (2018)
 DN5046
 DN5046                         *CURRENT SURVEY CONTROL
 DN5046  ______________________________________________________________________
 DN5046* NAD 83(1986) POSITION- 45 48 20.18   (N) 091 05 17.42   (W)   HD_HELD1
 DN5046* NAVD 88 ORTHO HEIGHT -   382.913 (meters)     1256.27  (feet) ADJUSTED
 DN5046  ______________________________________________________________________
 DN5046  GEOID HEIGHT    -        -30.003 (meters)                     GEOID18
 DN5046  DYNAMIC HEIGHT  -        382.902 (meters)     1256.24  (feet) COMP
 DN5046  MODELED GRAVITY -    980,576.2   (mgal)                       NAVD 88
 DN5046
 DN5046  VERT ORDER      -  SECOND    CLASS I
 DN5046
 DN5046.The horizontal coordinates were determined by differentially corrected
 DN5046.hand held GPS observations or other comparable positioning techniques
 DN5046.and have an estimated accuracy of +/- 3 meters.
 DN5046
 DN5046.The orthometric height was determined by differential leveling and
 DN5046.adjusted by the WI DEPT OF TRANSP
 DN5046.in May 2012.
 DN5046
 DN5046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5046.GEOID18 height accuracy estimate available here.
 DN5046
 DN5046.Click photographs - Photos may exist for this station.
 DN5046
 DN5046.The dynamic height is computed by dividing the NAVD 88
 DN5046.geopotential number by the normal gravity value computed on the
 DN5046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5046.degrees latitude (g = 980.6199 gals.).
 DN5046
 DN5046.The modeled gravity was interpolated from observed gravity values.
 DN5046
 DN5046;                    North         East    Units  Estimated Accuracy
 DN5046;SPC WI N     -    71,593.4     515,417.5     MT  (+/- 3 meters HH1 GPS) 
 DN5046
 DN5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4855474226(NAD 83)
 DN5046
 DN5046                          SUPERSEDED SURVEY CONTROL
 DN5046
 DN5046.No superseded survey control is available for this station.
 DN5046
 DN5046_MARKER: DD = SURVEY DISK
 DN5046_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5046_SP_SET: FOOTBRIDGE ABUTMENT
 DN5046_STAMPING: 7D48 2006
 DN5046_MARK LOGO: WIDT
 DN5046_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5046+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2010
 DN5046
 DN5046  HISTORY     - Date     Condition        Report By
 DN5046  HISTORY     - 2006     MONUMENTED       WIDT
 DN5046  HISTORY     - 20100325 GOOD             WIDT
 DN5046
 DN5046                          STATION DESCRIPTION
 DN5046
 DN5046'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5046'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN5046'HIGHWAY 27 SOUTH AND COUNTY HIGHWAY G NORTH IN THE COMMUNITY OF
 DN5046'OJIBWA, GO NORTHEAST ON STATE HIGHWAY 70 FOR 1.45 MI (2.3 KM) TO
 DN5046'OJIBWA PARK AT -7911W- RIGHT.  TURN RIGHT AND GO SOUTH ON THE PARK
 DN5046'ROAD FOR 30 M (98.4 FT) TO A SPLIT IN THE ROAD, STAY RIGHT AND
 DN5046'CONTINUE SOUTH FOR 18 M (59.1 FT) TO THE STATION IN A FOOTBRIDGE/DAM
 DN5046'ON THE RIGHT.
 DN5046'
 DN5046'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5046'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DN5046'OF THE EAST FOOTBRIDGE/DAM ABUTMENT APPROXIMATELY LEVEL WITH THE PARK
 DN5046'ROAD PAVEMENT.
 DN5046'
 DN5046'THE STATION IS 12.6 M (41.3 FT) WEST OF THE CENTERLINE OF THE PARK
 DN5046'ROAD, 48.5 M (159.1 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 70,
 DN5046'37.5 M (123.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BROWN WOOD
 DN5046'PARK BUILDING AND 2.3 M (7.5 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DN5046'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5047 ***********************************************************************
 DN5047  DESIGNATION -  7D49
 DN5047  PID         -  DN5047
 DN5047  STATE/COUNTY-  WI/SAWYER
 DN5047  COUNTRY     -  US
 DN5047  USGS QUAD   -  WINTER (2018)
 DN5047
 DN5047                         *CURRENT SURVEY CONTROL
 DN5047  ______________________________________________________________________
 DN5047* NAD 83(1986) POSITION- 45 48 52.73   (N) 091 02 51.48   (W)   HD_HELD1
 DN5047* NAVD 88 ORTHO HEIGHT -   408.958 (meters)     1341.72  (feet) ADJUSTED
 DN5047  ______________________________________________________________________
 DN5047  GEOID HEIGHT    -        -30.023 (meters)                     GEOID18
 DN5047  DYNAMIC HEIGHT  -        408.947 (meters)     1341.69  (feet) COMP
 DN5047  MODELED GRAVITY -    980,576.9   (mgal)                       NAVD 88
 DN5047
 DN5047  VERT ORDER      -  SECOND    CLASS I
 DN5047
 DN5047.The horizontal coordinates were determined by differentially corrected
 DN5047.hand held GPS observations or other comparable positioning techniques
 DN5047.and have an estimated accuracy of +/- 3 meters.
 DN5047
 DN5047.The orthometric height was determined by differential leveling and
 DN5047.adjusted by the WI DEPT OF TRANSP
 DN5047.in May 2012.
 DN5047
 DN5047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5047.GEOID18 height accuracy estimate available here.
 DN5047
 DN5047.Click photographs - Photos may exist for this station.
 DN5047
 DN5047.The dynamic height is computed by dividing the NAVD 88
 DN5047.geopotential number by the normal gravity value computed on the
 DN5047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5047.degrees latitude (g = 980.6199 gals.).
 DN5047
 DN5047.The modeled gravity was interpolated from observed gravity values.
 DN5047
 DN5047;                    North         East    Units  Estimated Accuracy
 DN5047;SPC WI N     -    72,555.8     518,581.6     MT  (+/- 3 meters HH1 GPS) 
 DN5047
 DN5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5167975307(NAD 83)
 DN5047
 DN5047                          SUPERSEDED SURVEY CONTROL
 DN5047
 DN5047.No superseded survey control is available for this station.
 DN5047
 DN5047_MARKER: DD = SURVEY DISK
 DN5047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5047_STAMPING: 7D49 2006
 DN5047_MARK LOGO: WIDT
 DN5047_PROJECTION: FLUSH
 DN5047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5047+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2010
 DN5047
 DN5047  HISTORY     - Date     Condition        Report By
 DN5047  HISTORY     - 2005     MONUMENTED       WIDT
 DN5047  HISTORY     - 20100325 GOOD             WIDT
 DN5047
 DN5047                          STATION DESCRIPTION
 DN5047
 DN5047'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5047'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5047'HIGHWAY W (MAIN STREET) IN THE VILLAGE OF WINTER, GO SOUTHWEST ON
 DN5047'STATE HIGHWAY 70 FOR 0.6 MI (1.0 KM) TO GROVE STREET LEFT.  CONTINUE
 DN5047'SOUTHWEST ON STATE HIGHWAY 70 FOR 1.21 MI (1.9 KM) TO THE STATION ON
 DN5047'THE LEFT.
 DN5047'
 DN5047'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5047'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5047'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5047'GROUND AND APPROXIMATELY 2 M (6.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5047'THE STATION IS 14.8 M (48.6 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5047'HIGHWAY 70, 0.87 MI (1.4 KM) EAST OF KOEPPLER ROAD SOUTH AND DORSCHEID
 DN5047'ROAD NORTH, 0.27 MI (0.4 KM) WEST OF PRIVATE ENTRANCE -7158W-, 48.0 M
 DN5047'(157.5 FT) SOUTHEAST OF POWER POLE -302-, 39.0 M (128.0 FT)
 DN5047'SOUTH-SOUTHWEST OF POWER POLE -303-, 3.4 M (11.2 FT) EAST OF THE
 DN5047'CENTERLINE OF A WOODS ENTRANCE AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5047'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5047'
 DN5047'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5047'QUADRANTS EXTENDING TO 85 DEGREES AND TREES IN THE NORTH QUADRANTS
 DN5047'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5048 ***********************************************************************
 DN5048  DESIGNATION -  7D50
 DN5048  PID         -  DN5048
 DN5048  STATE/COUNTY-  WI/SAWYER
 DN5048  COUNTRY     -  US
 DN5048  USGS QUAD   -  WINTER (2018)
 DN5048
 DN5048                         *CURRENT SURVEY CONTROL
 DN5048  ______________________________________________________________________
 DN5048* NAD 83(1986) POSITION- 45 49 28.12   (N) 091 00 30.92   (W)   HD_HELD1
 DN5048* NAVD 88 ORTHO HEIGHT -   414.691 (meters)     1360.53  (feet) ADJUSTED
 DN5048  ______________________________________________________________________
 DN5048  GEOID HEIGHT    -        -30.046 (meters)                     GEOID18
 DN5048  DYNAMIC HEIGHT  -        414.680 (meters)     1360.50  (feet) COMP
 DN5048  MODELED GRAVITY -    980,577.9   (mgal)                       NAVD 88
 DN5048
 DN5048  VERT ORDER      -  SECOND    CLASS I
 DN5048
 DN5048.The horizontal coordinates were determined by differentially corrected
 DN5048.hand held GPS observations or other comparable positioning techniques
 DN5048.and have an estimated accuracy of +/- 3 meters.
 DN5048
 DN5048.The orthometric height was determined by differential leveling and
 DN5048.adjusted by the WI DEPT OF TRANSP
 DN5048.in May 2012.
 DN5048
 DN5048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5048.GEOID18 height accuracy estimate available here.
 DN5048
 DN5048.Click photographs - Photos may exist for this station.
 DN5048
 DN5048.The dynamic height is computed by dividing the NAVD 88
 DN5048.geopotential number by the normal gravity value computed on the
 DN5048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5048.degrees latitude (g = 980.6199 gals.).
 DN5048
 DN5048.The modeled gravity was interpolated from observed gravity values.
 DN5048
 DN5048;                    North         East    Units  Estimated Accuracy
 DN5048;SPC WI N     -    73,609.1     521,629.7     MT  (+/- 3 meters HH1 GPS) 
 DN5048
 DN5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5468576474(NAD 83)
 DN5048
 DN5048                          SUPERSEDED SURVEY CONTROL
 DN5048
 DN5048.No superseded survey control is available for this station.
 DN5048
 DN5048_MARKER: DD = SURVEY DISK
 DN5048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5048_STAMPING: 7D50 2006
 DN5048_MARK LOGO: WIDT
 DN5048_PROJECTION: FLUSH
 DN5048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5048+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2010
 DN5048
 DN5048  HISTORY     - Date     Condition        Report By
 DN5048  HISTORY     - 2005     MONUMENTED       WIDT
 DN5048  HISTORY     - 20100417 GOOD             WIDT
 DN5048
 DN5048                          STATION DESCRIPTION
 DN5048
 DN5048'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5048'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5048'HIGHWAY W (MAIN STREET) IN THE VILLAGE OF WINTER, GO NORTHEAST ON
 DN5048'STATE HIGHWAY 70 FOR 0.15 MI (0.2 KM) TO MARTIN STREET LEFT AND THE
 DN5048'STATION ON THE RIGHT.
 DN5048'
 DN5048'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5048'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5048'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5048'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DN5048'PAVEMENT.
 DN5048'
 DN5048'THE STATION IS 10.5 M (34.4 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DN5048'HIGHWAY 70, 4.2 M (13.8 FT) WEST OF THE EXTENDED CENTERLINE OF MARTIN
 DN5048'STREET, 69.5 M (228.0 FT) WEST OF THE CENTERLINE OF CRAWFORD STREET,
 DN5048'37.5 M (123.0 FT) SOUTH-SOUTHWEST OF A -SPEED LIMIT 55- WOODEN SIGN
 DN5048'POST, 25.6 M (84.0 FT) SOUTHEAST OF A -SCHOOL CROSSING AHEAD- WOODEN
 DN5048'SIGN POST, 24.7 M (81.0 FT) EAST OF THE CENTERLINE OF A GRAVEL
 DN5048'ENTRANCE TO A -RUSK COUNTY FARM SUPPLY- PROPANE TANK AND IS 1 M (3.3
 DN5048'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5048'
 DN5048'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5048'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5088 ***********************************************************************
 DN5088  DESIGNATION -  7D51
 DN5088  PID         -  DN5088
 DN5088  STATE/COUNTY-  WI/SAWYER
 DN5088  COUNTRY     -  US
 DN5088  USGS QUAD   -  LAKE WINTER (2018)
 DN5088
 DN5088                         *CURRENT SURVEY CONTROL
 DN5088  ______________________________________________________________________
 DN5088* NAD 83(1986) POSITION- 45 50 11.00   (N) 090 58 18.77   (W)   HD_HELD1
 DN5088* NAVD 88 ORTHO HEIGHT -   408.646 (meters)     1340.70  (feet) ADJUSTED
 DN5088  ______________________________________________________________________
 DN5088  GEOID HEIGHT    -        -30.065 (meters)                     GEOID18
 DN5088  DYNAMIC HEIGHT  -        408.635 (meters)     1340.66  (feet) COMP
 DN5088  MODELED GRAVITY -    980,578.3   (mgal)                       NAVD 88
 DN5088
 DN5088  VERT ORDER      -  SECOND    CLASS I
 DN5088
 DN5088.The horizontal coordinates were determined by differentially corrected
 DN5088.hand held GPS observations or other comparable positioning techniques
 DN5088.and have an estimated accuracy of +/- 3 meters.
 DN5088
 DN5088.The orthometric height was determined by differential leveling and
 DN5088.adjusted by the WI DEPT OF TRANSP
 DN5088.in May 2012.
 DN5088
 DN5088.No vertical observational check was made to the station.
 DN5088
 DN5088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5088.GEOID18 height accuracy estimate available here.
 DN5088
 DN5088.Click photographs - Photos may exist for this station.
 DN5088
 DN5088.The dynamic height is computed by dividing the NAVD 88
 DN5088.geopotential number by the normal gravity value computed on the
 DN5088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5088.degrees latitude (g = 980.6199 gals.).
 DN5088
 DN5088.The modeled gravity was interpolated from observed gravity values.
 DN5088
 DN5088;                    North         East    Units  Estimated Accuracy
 DN5088;SPC WI N     -    74,897.3     524,498.1     MT  (+/- 3 meters HH1 GPS) 
 DN5088
 DN5088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5750377869(NAD 83)
 DN5088
 DN5088                          SUPERSEDED SURVEY CONTROL
 DN5088
 DN5088.No superseded survey control is available for this station.
 DN5088
 DN5088_MARKER: DD = SURVEY DISK
 DN5088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5088_STAMPING: 7D51 2006
 DN5088_MARK LOGO: WIDT
 DN5088_PROJECTION: FLUSH
 DN5088_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5088+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2010
 DN5088
 DN5088  HISTORY     - Date     Condition        Report By
 DN5088  HISTORY     - 2005     MONUMENTED       WIDT
 DN5088  HISTORY     - 20100417 GOOD             WIDT
 DN5088
 DN5088                          STATION DESCRIPTION
 DN5088
 DN5088'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5088'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5088'HIGHWAY W (MAIN STREET) IN THE VILLAGE OF WINTER, GO NORTHEAST ON
 DN5088'STATE HIGHWAY 70 FOR 1.3 MI (2.1 KM) TO OLSON ROAD.  CONTINUE
 DN5088'NORTHEAST ON STATE HIGHWAY 70 FOR 0.80 MI (1.3 KM) TO THE STATION ON
 DN5088'THE LEFT.
 DN5088'
 DN5088'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5088'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5088'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5088'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5088'THE STATION IS 13.3 M (43.6 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DN5088'HIGHWAY 70, 0.15 MI (0.2 KM) SOUTHWEST OF LAKE WINTER ROAD EAST, 50.5
 DN5088'M (165.7 FT) EAST OF THE CENTERLINE OF GRAVEL ENTRANCE -5852W-, 5.5 M
 DN5088'(18.0 FT) SOUTH-SOUTHEAST OF A YELLOW METAL RIGHT-OF-WAY POST AND 5.4
 DN5088'M (17.7 FT) SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL -LKWT 1200 3-.
 DN5088'
 DN5088'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5088'QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5078 ***********************************************************************
 DN5078  DESIGNATION -  7E01
 DN5078  PID         -  DN5078
 DN5078  STATE/COUNTY-  WI/SAWYER
 DN5078  COUNTRY     -  US
 DN5078  USGS QUAD   -  LAKE WINTER (2018)
 DN5078
 DN5078                         *CURRENT SURVEY CONTROL
 DN5078  ______________________________________________________________________
 DN5078* NAD 83(1986) POSITION- 45 47 36.7    (N) 090 59 24.5    (W)   HD_HELD2
 DN5078* NAVD 88 ORTHO HEIGHT -   400.476 (meters)     1313.90  (feet) ADJUSTED
 DN5078  ______________________________________________________________________
 DN5078  GEOID HEIGHT    -        -30.153 (meters)                     GEOID18
 DN5078  DYNAMIC HEIGHT  -        400.461 (meters)     1313.85  (feet) COMP
 DN5078  MODELED GRAVITY -    980,567.8   (mgal)                       NAVD 88
 DN5078
 DN5078  VERT ORDER      -  SECOND    CLASS I
 DN5078
 DN5078.The horizontal coordinates were established by autonomous hand held GPS
 DN5078.observations and have an estimated accuracy of +/- 10 meters.
 DN5078
 DN5078.The orthometric height was determined by differential leveling and
 DN5078.adjusted by the WI DEPT OF TRANSP
 DN5078.in May 2012.
 DN5078
 DN5078.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5078.GEOID18 height accuracy estimate available here.
 DN5078
 DN5078.Click photographs - Photos may exist for this station.
 DN5078
 DN5078.The dynamic height is computed by dividing the NAVD 88
 DN5078.geopotential number by the normal gravity value computed on the
 DN5078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5078.degrees latitude (g = 980.6199 gals.).
 DN5078
 DN5078.The modeled gravity was interpolated from observed gravity values.
 DN5078
 DN5078;                    North         East    Units  Estimated Accuracy
 DN5078;SPC WI N     -    70,151.      523,020.      MT  (+/- 10 meters HH2 GPS)
 DN5078
 DN5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5620573071(NAD 83)
 DN5078
 DN5078                          SUPERSEDED SURVEY CONTROL
 DN5078
 DN5078.No superseded survey control is available for this station.
 DN5078
 DN5078_MARKER: DD = SURVEY DISK
 DN5078_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5078_SP_SET: BRIDGE WING WALL
 DN5078_STAMPING: 7E01 2006
 DN5078_MARK LOGO: WIDT
 DN5078_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5078+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2010
 DN5078
 DN5078  HISTORY     - Date     Condition        Report By
 DN5078  HISTORY     - 2006     MONUMENTED       WIDT
 DN5078  HISTORY     - 20100330 GOOD             WIDT
 DN5078
 DN5078                          STATION DESCRIPTION
 DN5078
 DN5078'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5078'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5078'HIGHWAY W (MAIN STREET) IN THE VILLAGE OF WINTER, GO SOUTH THEN
 DN5078'SOUTHEAST ON COUNTY HIGHWAY WEST FOR 2.3 MI (3.7 KM) TO EVERSON ROAD
 DN5078'LEFT.  CONTINUE SOUTHEAST ON COUNTY HIGHWAY WEST FOR 0.40 MI (0.6 KM)
 DN5078'TO BRIDGE -B-57-64-03- OVER THE BRUNET RIVER AND THE STATION ON THE
 DN5078'LEFT.
 DN5078'
 DN5078'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5078'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5078'THE NORTHEAST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE HIGHWAY
 DN5078'PAVEMENT.
 DN5078'
 DN5078'THE STATION IS 5.2 M (17.1 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DN5078'HIGHWAY WEST, 0.25 MI (0.4 KM) NORTHWEST OF PRICE DAM ROAD AND 2.1 M
 DN5078'(6.9 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DN5078'
 DN5078'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL QUADRANTS
 DN5078'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5077 ***********************************************************************
 DN5077  DESIGNATION -  7E02
 DN5077  PID         -  DN5077
 DN5077  STATE/COUNTY-  WI/SAWYER
 DN5077  COUNTRY     -  US
 DN5077  USGS QUAD   -  LAKE WINTER (2018)
 DN5077
 DN5077                         *CURRENT SURVEY CONTROL
 DN5077  ______________________________________________________________________
 DN5077* NAD 83(1986) POSITION- 45 47 05.6    (N) 090 57 32.6    (W)   HD_HELD2
 DN5077* NAVD 88 ORTHO HEIGHT -   436.914 (meters)     1433.44  (feet) ADJUSTED
 DN5077  ______________________________________________________________________
 DN5077  GEOID HEIGHT    -        -30.197 (meters)                     GEOID18
 DN5077  DYNAMIC HEIGHT  -        436.896 (meters)     1433.38  (feet) COMP
 DN5077  MODELED GRAVITY -    980,561.5   (mgal)                       NAVD 88
 DN5077
 DN5077  VERT ORDER      -  SECOND    CLASS I
 DN5077
 DN5077.The horizontal coordinates were established by autonomous hand held GPS
 DN5077.observations and have an estimated accuracy of +/- 10 meters.
 DN5077
 DN5077.The orthometric height was determined by differential leveling and
 DN5077.adjusted by the WI DEPT OF TRANSP
 DN5077.in May 2012.
 DN5077
 DN5077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5077.GEOID18 height accuracy estimate available here.
 DN5077
 DN5077.Click photographs - Photos may exist for this station.
 DN5077
 DN5077.The dynamic height is computed by dividing the NAVD 88
 DN5077.geopotential number by the normal gravity value computed on the
 DN5077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5077.degrees latitude (g = 980.6199 gals.).
 DN5077
 DN5077.The modeled gravity was interpolated from observed gravity values.
 DN5077
 DN5077;                    North         East    Units  Estimated Accuracy
 DN5077;SPC WI N     -    69,162.      525,425.      MT  (+/- 10 meters HH2 GPS)
 DN5077
 DN5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5864572173(NAD 83)
 DN5077
 DN5077                          SUPERSEDED SURVEY CONTROL
 DN5077
 DN5077.No superseded survey control is available for this station.
 DN5077
 DN5077_MARKER: DD = SURVEY DISK
 DN5077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5077_STAMPING: 7E02 2006
 DN5077_MARK LOGO: WIDT
 DN5077_PROJECTION: FLUSH
 DN5077_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5077+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2010
 DN5077
 DN5077  HISTORY     - Date     Condition        Report By
 DN5077  HISTORY     - 2005     MONUMENTED       WIDT
 DN5077  HISTORY     - 20100330 GOOD             WIDT
 DN5077
 DN5077                          STATION DESCRIPTION
 DN5077
 DN5077'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5077'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5077'HIGHWAY W (MAIN STREET) IN THE VILLAGE OF WINTER, GO SOUTH THEN
 DN5077'SOUTHEAST ON COUNTY HIGHWAY WEST FOR 3.2 MI (5.1 KM) TO LAKE WINTER
 DN5077'ROAD LEFT.  CONTINUE SOUTHEAST ON COUNTY HIGHWAY WEST FOR 0.5 MI (0.8
 DN5077'KM) TO STOTESBURY LANE LEFT.  CONTINUE SOUTHEAST ON COUNTY HIGHWAY
 DN5077'WEST FOR 0.60 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DN5077'
 DN5077'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5077'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5077'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5077'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5077'PAVEMENT.
 DN5077'
 DN5077'THE STATION IS 10.3 M (33.8 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5077'HIGHWAY WEST, 19.4 M (63.6 FT) WEST OF THE CENTERLINE OF PRIVATE
 DN5077'ENTRANCE -5553W- AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5077'SURROUNDING THE STATION.
 DN5077'
 DN5077'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5077'QUADRANTS EXTENDING TO 40 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DN5077'EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5076 ***********************************************************************
 DN5076  DESIGNATION -  7E03
 DN5076  PID         -  DN5076
 DN5076  STATE/COUNTY-  WI/SAWYER
 DN5076  COUNTRY     -  US
 DN5076  USGS QUAD   -  LAKE WINTER (2018)
 DN5076
 DN5076                         *CURRENT SURVEY CONTROL
 DN5076  ______________________________________________________________________
 DN5076* NAD 83(1986) POSITION- 45 47 00.8    (N) 090 55 29.3    (W)   HD_HELD2
 DN5076* NAVD 88 ORTHO HEIGHT -   446.389 (meters)     1464.53  (feet) ADJUSTED
 DN5076  ______________________________________________________________________
 DN5076  GEOID HEIGHT    -        -30.225 (meters)                     GEOID18
 DN5076  DYNAMIC HEIGHT  -        446.369 (meters)     1464.46  (feet) COMP
 DN5076  MODELED GRAVITY -    980,556.9   (mgal)                       NAVD 88
 DN5076
 DN5076  VERT ORDER      -  SECOND    CLASS I
 DN5076
 DN5076.The horizontal coordinates were established by autonomous hand held GPS
 DN5076.observations and have an estimated accuracy of +/- 10 meters.
 DN5076
 DN5076.The orthometric height was determined by differential leveling and
 DN5076.adjusted by the WI DEPT OF TRANSP
 DN5076.in May 2012.
 DN5076
 DN5076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5076.GEOID18 height accuracy estimate available here.
 DN5076
 DN5076.Click photographs - Photos may exist for this station.
 DN5076
 DN5076.The dynamic height is computed by dividing the NAVD 88
 DN5076.geopotential number by the normal gravity value computed on the
 DN5076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5076.degrees latitude (g = 980.6199 gals.).
 DN5076
 DN5076.The modeled gravity was interpolated from observed gravity values.
 DN5076
 DN5076;                    North         East    Units  Estimated Accuracy
 DN5076;SPC WI N     -    68,982.      528,087.      MT  (+/- 10 meters HH2 GPS)
 DN5076
 DN5076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6131172093(NAD 83)
 DN5076
 DN5076                          SUPERSEDED SURVEY CONTROL
 DN5076
 DN5076.No superseded survey control is available for this station.
 DN5076
 DN5076_MARKER: DD = SURVEY DISK
 DN5076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5076_STAMPING: 7E03 2006
 DN5076_MARK LOGO: WIDT
 DN5076_PROJECTION: FLUSH
 DN5076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5076+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2010
 DN5076
 DN5076  HISTORY     - Date     Condition        Report By
 DN5076  HISTORY     - 2005     MONUMENTED       WIDT
 DN5076  HISTORY     - 20100330 GOOD             WIDT
 DN5076
 DN5076                          STATION DESCRIPTION
 DN5076
 DN5076'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5076'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST WITH
 DN5076'COUNTY HIGHWAY M NORTH APPROXIMATELY 8.5 MI (13.7 KM) SOUTHEAST OF THE
 DN5076'VILLAGE OF WINTER, GO WEST ON COUNTY HIGHWAY WEST FOR 4.0 MI (6.4 KM)
 DN5076'TO TOWER ROAD RIGHT AND THE STATION IN THE NORTHEAST QUADRANT.
 DN5076'
 DN5076'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5076'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5076'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5076'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5076'PAVEMENT.
 DN5076'
 DN5076'THE STATION IS 9.8 M (32.2 FT) EAST OF THE CENTERLINE OF TOWER ROAD,
 DN5076'17.2 M (56.4 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY WEST AND IS
 DN5076'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5076'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST, SOUTH
 DN5076'AND WEST QUADRANTS EXTENDING TO 40 DEGREES AND TREES IN THE NORTH
 DN5076'QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5330 ***********************************************************************
 DN5330  DESIGNATION -  7E04
 DN5330  PID         -  DN5330
 DN5330  STATE/COUNTY-  WI/SAWYER
 DN5330  COUNTRY     -  US
 DN5330  USGS QUAD   -  BABBS ISLAND (2018)
 DN5330
 DN5330                         *CURRENT SURVEY CONTROL
 DN5330  ______________________________________________________________________
 DN5330* NAD 83(1986) POSITION- 45 46 56.92   (N) 090 50 50.42   (W)   HD_HELD1
 DN5330* NAVD 88 ORTHO HEIGHT -   430.013 (meters)     1410.80  (feet) ADJUSTED
 DN5330  ______________________________________________________________________
 DN5330  GEOID HEIGHT    -        -30.288 (meters)                     GEOID18
 DN5330  DYNAMIC HEIGHT  -        429.995 (meters)     1410.74  (feet) COMP
 DN5330  MODELED GRAVITY -    980,560.6   (mgal)                       NAVD 88
 DN5330
 DN5330  VERT ORDER      -  SECOND    CLASS I
 DN5330
 DN5330.The horizontal coordinates were determined by differentially corrected
 DN5330.hand held GPS observations or other comparable positioning techniques
 DN5330.and have an estimated accuracy of +/- 3 meters.
 DN5330
 DN5330.The orthometric height was determined by differential leveling and
 DN5330.adjusted by the WI DEPT OF TRANSP
 DN5330.in May 2012.
 DN5330
 DN5330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5330.GEOID18 height accuracy estimate available here.
 DN5330
 DN5330.Click photographs - Photos may exist for this station.
 DN5330
 DN5330.The dynamic height is computed by dividing the NAVD 88
 DN5330.geopotential number by the normal gravity value computed on the
 DN5330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5330.degrees latitude (g = 980.6199 gals.).
 DN5330
 DN5330.The modeled gravity was interpolated from observed gravity values.
 DN5330
 DN5330;                    North         East    Units  Estimated Accuracy
 DN5330;SPC WI N     -    68,794.9     534,109.0     MT  (+/- 3 meters HH1 GPS) 
 DN5330
 DN5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6733672133(NAD 83)
 DN5330
 DN5330                          SUPERSEDED SURVEY CONTROL
 DN5330
 DN5330.No superseded survey control is available for this station.
 DN5330
 DN5330_MARKER: DD = SURVEY DISK
 DN5330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5330_STAMPING: 7E04 2009
 DN5330_MARK LOGO: WIDT
 DN5330_PROJECTION: FLUSH
 DN5330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5330+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DN5330
 DN5330  HISTORY     - Date     Condition        Report By
 DN5330  HISTORY     - 2009     MONUMENTED       WIDT
 DN5330  HISTORY     - 20100331 GOOD             WIDT
 DN5330
 DN5330                          STATION DESCRIPTION
 DN5330
 DN5330'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5330'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND COUNTY
 DN5330'HIGHWAY M SOUTH, WEST OF THE COMMUNITY OF DRAPER, GO SOUTH ON COUNTY
 DN5330'HIGHWAY M FOR APPROXIMATELY 7.0 MI (11.3 KM) TO COUNTY HIGHWAY WEST,
 DN5330'GO WEST ON COUNTY HIGHWAY WEST 0.2 MI (0.3 KM) TO THE STATION ON THE
 DN5330'LEFT.
 DN5330'
 DN5330'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5330'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT AND APPROXIMATELY
 DN5330'4 FT (1.2 M) BELOW THE PAVEMENT OF COUNTY HIGHWAY WEST.
 DN5330'
 DN5330'THE STATION IS 0.5 MI (0.8 KM) EAST OF BEAR LAKE ROAD, 30 FT (9.1 M)
 DN5330'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY WEST.  AND IS 1 M (3.3 FT)
 DN5330'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5330'
 DN5330'NOTE-THERE ARE NO OBSTRUCTIONS AT THIS STATION GREATER THAN 15 DEGREES
 DN5330'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5075 ***********************************************************************
 DN5075  DESIGNATION -  7E05
 DN5075  PID         -  DN5075
 DN5075  STATE/COUNTY-  WI/SAWYER
 DN5075  COUNTRY     -  US
 DN5075  USGS QUAD   -  BABBS ISLAND (2018)
 DN5075
 DN5075                         *CURRENT SURVEY CONTROL
 DN5075  ______________________________________________________________________
 DN5075* NAD 83(1986) POSITION- 45 46 56.58   (N) 090 50 32.04   (W)   HD_HELD1
 DN5075* NAVD 88 ORTHO HEIGHT -   431.891 (meters)     1416.96  (feet) ADJUSTED
 DN5075  ______________________________________________________________________
 DN5075  GEOID HEIGHT    -        -30.294 (meters)                     GEOID18
 DN5075  DYNAMIC HEIGHT  -        431.873 (meters)     1416.90  (feet) COMP
 DN5075  MODELED GRAVITY -    980,560.7   (mgal)                       NAVD 88
 DN5075
 DN5075  VERT ORDER      -  SECOND    CLASS I
 DN5075
 DN5075.The horizontal coordinates were determined by differentially corrected
 DN5075.hand held GPS observations or other comparable positioning techniques
 DN5075.and have an estimated accuracy of +/- 3 meters.
 DN5075
 DN5075.The orthometric height was determined by differential leveling and
 DN5075.adjusted by the WI DEPT OF TRANSP
 DN5075.in May 2012.
 DN5075
 DN5075.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5075.GEOID18 height accuracy estimate available here.
 DN5075
 DN5075.Click photographs - Photos may exist for this station.
 DN5075
 DN5075.The dynamic height is computed by dividing the NAVD 88
 DN5075.geopotential number by the normal gravity value computed on the
 DN5075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5075.degrees latitude (g = 980.6199 gals.).
 DN5075
 DN5075.The modeled gravity was interpolated from observed gravity values.
 DN5075
 DN5075;                    North         East    Units  Estimated Accuracy
 DN5075;SPC WI N     -    68,780.2     534,505.9     MT  (+/- 3 meters HH1 GPS) 
 DN5075
 DN5075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6773372133(NAD 83)
 DN5075
 DN5075                          SUPERSEDED SURVEY CONTROL
 DN5075
 DN5075.No superseded survey control is available for this station.
 DN5075
 DN5075_MARKER: DD = SURVEY DISK
 DN5075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5075_STAMPING: 7E05 2006
 DN5075_MARK LOGO: WIDT
 DN5075_PROJECTION: FLUSH
 DN5075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5075+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DN5075
 DN5075  HISTORY     - Date     Condition        Report By
 DN5075  HISTORY     - 2005     MONUMENTED       WIDT
 DN5075  HISTORY     - 20100331 GOOD             WIDT
 DN5075
 DN5075                          STATION DESCRIPTION
 DN5075
 DN5075'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5075'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 DN5075'COUNTY HIGHWAY W WITH COUNTY HIGHWAY M NORTH APPROXIMATELY 8.5 MI
 DN5075'(13.7 KM) SOUTHEAST OF THE VILLAGE OF WINTER.  THE STATION IS A BRONZE
 DN5075'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DN5075'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M
 DN5075'(7.9 FT) DEEP, FLUSH WITH THE GROUND AND APPROXIMATELY LEVEL WITH THE
 DN5075'HIGHWAY PAVEMENT.
 DN5075'
 DN5075'THE STATION IS 16.4 M (53.8 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5075'HIGHWAY W, 22.4 M (73.5 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY M
 DN5075'NORTH, 20.8 M (68.2 FT) SOUTHEAST OF A -NORTH COUNTY M- WOODEN SIGN
 DN5075'POST, 9.0 M (29.5 FT) NORTH-NORTHWEST OF A -COUNTY M RIGHT- WOODEN
 DN5075'SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5075'SURROUNDING THE STATION.
 DN5075'
 DN5075'--NOTE--VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5075'QUADRANTS EXTENDING TO 40 DEGREES AND TREES TO THE NORTHEAST EXTENDING
 DN5075'TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5074 ***********************************************************************
 DN5074  DESIGNATION -  7E06
 DN5074  PID         -  DN5074
 DN5074  STATE/COUNTY-  WI/SAWYER
 DN5074  COUNTRY     -  US
 DN5074  USGS QUAD   -  BABBS ISLAND (2018)
 DN5074
 DN5074                         *CURRENT SURVEY CONTROL
 DN5074  ______________________________________________________________________
 DN5074* NAD 83(1986) POSITION- 45 46 58.0    (N) 090 47 45.1    (W)   HD_HELD2
 DN5074* NAVD 88 ORTHO HEIGHT -   437.501 (meters)     1435.37  (feet) ADJUSTED
 DN5074  ______________________________________________________________________
 DN5074  GEOID HEIGHT    -        -30.349 (meters)                     GEOID18
 DN5074  DYNAMIC HEIGHT  -        437.483 (meters)     1435.31  (feet) COMP
 DN5074  MODELED GRAVITY -    980,560.9   (mgal)                       NAVD 88
 DN5074
 DN5074  VERT ORDER      -  SECOND    CLASS I
 DN5074
 DN5074.The horizontal coordinates were established by autonomous hand held GPS
 DN5074.observations and have an estimated accuracy of +/- 10 meters.
 DN5074
 DN5074.The orthometric height was determined by differential leveling and
 DN5074.adjusted by the WI DEPT OF TRANSP
 DN5074.in May 2012.
 DN5074
 DN5074.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5074.GEOID18 height accuracy estimate available here.
 DN5074
 DN5074.Click photographs - Photos may exist for this station.
 DN5074
 DN5074.The dynamic height is computed by dividing the NAVD 88
 DN5074.geopotential number by the normal gravity value computed on the
 DN5074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5074.degrees latitude (g = 980.6199 gals.).
 DN5074
 DN5074.The modeled gravity was interpolated from observed gravity values.
 DN5074
 DN5074;                    North         East    Units  Estimated Accuracy
 DN5074;SPC WI N     -    68,787.      538,112.      MT  (+/- 10 meters HH2 GPS)
 DN5074
 DN5074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7133772275(NAD 83)
 DN5074
 DN5074                          SUPERSEDED SURVEY CONTROL
 DN5074
 DN5074.No superseded survey control is available for this station.
 DN5074
 DN5074_MARKER: DD = SURVEY DISK
 DN5074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5074_STAMPING: 7E06 2006
 DN5074_MARK LOGO: WIDT
 DN5074_PROJECTION: FLUSH
 DN5074_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5074+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DN5074
 DN5074  HISTORY     - Date     Condition        Report By
 DN5074  HISTORY     - 2005     MONUMENTED       WIDT
 DN5074  HISTORY     - 20100331 GOOD             WIDT
 DN5074
 DN5074                          STATION DESCRIPTION
 DN5074
 DN5074'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5074'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST WITH
 DN5074'COUNTY HIGHWAY M NORTH APPROXIMATELY 8.5 MI (13.7 KM) SOUTHEAST OF THE
 DN5074'VILLAGE OF WINTER, GO EAST ON COUNTY HIGHWAYS WEST AND M FOR 2.25 MI
 DN5074'(3.6 KM) TO THE STATION ON THE LEFT.
 DN5074'
 DN5074'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5074'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5074'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5074'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5074'PAVEMENT.
 DN5074'
 DN5074'THE STATION IS 9.9 M (32.5 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5074'HIGHWAYS WEST AND M, 1.80 MI (2.9 KM) WEST OF TEPASKE DRIVE, 0.5 MI
 DN5074'(0.8 KM) EAST OF PRIVATE ENTRANCE -2592W-, 0.11 MI (0.2 KM) EAST OF
 DN5074'WOODS ENTRANCES LEADING NORTH AND SOUTH, 4.3 M (14.1 FT) EAST OF THE
 DN5074'EXTENDED CENTERLINE OF A WOODS ENTRANCE AND IS 1 M (3.3 FT) FROM THREE
 DN5074'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5074'
 DN5074'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES OVERHEAD AND TREES
 DN5074'IN THE SOUTH QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5073 ***********************************************************************
 DN5073  DESIGNATION -  7E07
 DN5073  PID         -  DN5073
 DN5073  STATE/COUNTY-  WI/SAWYER
 DN5073  COUNTRY     -  US
 DN5073  USGS QUAD   -  BABBS ISLAND (2018)
 DN5073
 DN5073                         *CURRENT SURVEY CONTROL
 DN5073  ______________________________________________________________________
 DN5073* NAD 83(1986) POSITION- 45 46 03.96   (N) 090 45 37.71   (W)   HD_HELD1
 DN5073* NAVD 88 ORTHO HEIGHT -   411.069 (meters)     1348.65  (feet) ADJUSTED
 DN5073  ______________________________________________________________________
 DN5073  GEOID HEIGHT    -        -30.422 (meters)                     GEOID18
 DN5073  DYNAMIC HEIGHT  -        411.050 (meters)     1348.59  (feet) COMP
 DN5073  MODELED GRAVITY -    980,557.9   (mgal)                       NAVD 88
 DN5073
 DN5073  VERT ORDER      -  SECOND    CLASS I
 DN5073
 DN5073.The horizontal coordinates were determined by differentially corrected
 DN5073.hand held GPS observations or other comparable positioning techniques
 DN5073.and have an estimated accuracy of +/- 3 meters.
 DN5073
 DN5073.The orthometric height was determined by differential leveling and
 DN5073.adjusted by the WI DEPT OF TRANSP
 DN5073.in May 2012.
 DN5073
 DN5073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5073.GEOID18 height accuracy estimate available here.
 DN5073
 DN5073.Click photographs - Photos may exist for this station.
 DN5073
 DN5073.The dynamic height is computed by dividing the NAVD 88
 DN5073.geopotential number by the normal gravity value computed on the
 DN5073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5073.degrees latitude (g = 980.6199 gals.).
 DN5073
 DN5073.The modeled gravity was interpolated from observed gravity values.
 DN5073
 DN5073;                    North         East    Units  Estimated Accuracy
 DN5073;SPC WI N     -    67,091.6     540,847.8     MT  (+/- 3 meters HH1 GPS) 
 DN5073
 DN5073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7413470684(NAD 83)
 DN5073
 DN5073                          SUPERSEDED SURVEY CONTROL
 DN5073
 DN5073.No superseded survey control is available for this station.
 DN5073
 DN5073_MARKER: DD = SURVEY DISK
 DN5073_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5073_SP_SET: BRIDGE WING WALL
 DN5073_STAMPING: 7E07 2006
 DN5073_MARK LOGO: WIDT
 DN5073_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5073+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DN5073
 DN5073  HISTORY     - Date     Condition        Report By
 DN5073  HISTORY     - 2006     MONUMENTED       WIDT
 DN5073  HISTORY     - 20100331 GOOD             WIDT
 DN5073
 DN5073                          STATION DESCRIPTION
 DN5073
 DN5073'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5073'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST WITH
 DN5073'COUNTY HIGHWAY M SOUTH APPROXIMATELY 15 MI (24.1 KM) SOUTHEAST OF THE
 DN5073'VILLAGE OF WINTER, GO NORTHWEST ON COUNTY HIGHWAYS WEST AND M FOR 2.5
 DN5073'MI (4.0 KM) TO BRIDGE -B-57-31-84- OVER THE NORTH FORK FLAMBEAU RIVER
 DN5073'AND THE STATION ON THE LEFT.
 DN5073'
 DN5073'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5073'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5073'THE SOUTHWEST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE HIGHWAY
 DN5073'PAVEMENT.
 DN5073'
 DN5073'THE STATION IS 4.6 M (15.1 FT) WEST OF THE CENTERLINE OF COUNTY
 DN5073'HIGHWAYS WEST AND M AND 0.7 M (2.3 FT) NORTH OF A WHITE PLASTIC
 DN5073'WITNESS POST.
 DN5073'
 DN5073'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE EAST
 DN5073'EXTENDING TO 40 DEGREES AND TREES TO THE NORTH AND SOUTHWEST EXTENDING
 DN5073'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5087 ***********************************************************************
 DN5087  DESIGNATION -  7E08
 DN5087  PID         -  DN5087
 DN5087  STATE/COUNTY-  WI/SAWYER
 DN5087  COUNTRY     -  US
 DN5087  USGS QUAD   -  LORETTA (2018)
 DN5087
 DN5087                         *CURRENT SURVEY CONTROL
 DN5087  ______________________________________________________________________
 DN5087* NAD 83(1986) POSITION- 45 53 08.40   (N) 090 51 02.65   (W)   HD_HELD1
 DN5087* NAVD 88 ORTHO HEIGHT -   442.765 (meters)     1452.64  (feet) ADJUSTED
 DN5087  ______________________________________________________________________
 DN5087  GEOID HEIGHT    -        -30.139 (meters)                     GEOID18
 DN5087  DYNAMIC HEIGHT  -        442.757 (meters)     1452.61  (feet) COMP
 DN5087  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 DN5087
 DN5087  VERT ORDER      -  SECOND    CLASS I
 DN5087
 DN5087.The horizontal coordinates were determined by differentially corrected
 DN5087.hand held GPS observations or other comparable positioning techniques
 DN5087.and have an estimated accuracy of +/- 3 meters.
 DN5087
 DN5087.The orthometric height was determined by differential leveling and
 DN5087.adjusted by the WI DEPT OF TRANSP
 DN5087.in May 2012.
 DN5087
 DN5087.No vertical observational check was made to the station.
 DN5087
 DN5087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5087.GEOID18 height accuracy estimate available here.
 DN5087
 DN5087.Click photographs - Photos may exist for this station.
 DN5087
 DN5087.The dynamic height is computed by dividing the NAVD 88
 DN5087.geopotential number by the normal gravity value computed on the
 DN5087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5087.degrees latitude (g = 980.6199 gals.).
 DN5087
 DN5087.The modeled gravity was interpolated from observed gravity values.
 DN5087
 DN5087;                    North         East    Units  Estimated Accuracy
 DN5087;SPC WI N     -    80,265.9     533,967.6     MT  (+/- 3 meters HH1 GPS) 
 DN5087
 DN5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6676383590(NAD 83)
 DN5087
 DN5087                          SUPERSEDED SURVEY CONTROL
 DN5087
 DN5087.No superseded survey control is available for this station.
 DN5087
 DN5087_MARKER: DD = SURVEY DISK
 DN5087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5087_STAMPING: 7E08 2006
 DN5087_MARK LOGO: WIDT
 DN5087_PROJECTION: FLUSH
 DN5087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5087+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 DN5087
 DN5087  HISTORY     - Date     Condition        Report By
 DN5087  HISTORY     - 2005     MONUMENTED       WIDT
 DN5087  HISTORY     - 20100421 GOOD             WIDT
 DN5087
 DN5087                          STATION DESCRIPTION
 DN5087
 DN5087'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5087'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5087'HIGHWAY GG NORTH AND EASTERHOUSE ROAD SOUTH IN THE COMMUNITY OF
 DN5087'LORETTA, GO EAST ON STATE HIGHWAY 70 FOR 0.12 MI (0.2 KM) TO SECOND
 DN5087'STREET LEFT AND THE STATION IN THE NORTHWEST QUADRANT ON THE LEFT.
 DN5087'
 DN5087'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5087'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5087'INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, FLUSH WITH THE
 DN5087'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DN5087'PAVEMENT.
 DN5087'
 DN5087'THE STATION IS 15.7 M (51.5 FT) NORTH OF THE CENTERLINE OF STATE
 DN5087'HIGHWAY 70, 22.1 M (72.5 FT) WEST OF THE CENTERLINE OF SECOND STREET,
 DN5087'9.3 M (30.5 FT) WEST OF A -YIELD- WOODEN SIGN POST, 7.0 M (23.0 FT)
 DN5087'SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD AND IS 1 M (3.3 FT) FROM
 DN5087'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5087'
 DN5087'NOTE-VISIBLE OBSTRUCTIONS ARE TREES EXTENDING TO 30 DEGREES ABOVE THE
 DN5087'HORIZON DUE NORTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5085 ***********************************************************************
 DN5085  DESIGNATION -  7E09
 DN5085  PID         -  DN5085
 DN5085  STATE/COUNTY-  WI/SAWYER
 DN5085  COUNTRY     -  US
 DN5085  USGS QUAD   -  LORETTA (2018)
 DN5085
 DN5085                         *CURRENT SURVEY CONTROL
 DN5085  ______________________________________________________________________
 DN5085* NAD 83(1986) POSITION- 45 53 04.03   (N) 090 46 47.54   (W)   HD_HELD1
 DN5085* NAVD 88 ORTHO HEIGHT -   454.880 (meters)     1492.39  (feet) ADJUSTED
 DN5085  ______________________________________________________________________
 DN5085  GEOID HEIGHT    -        -30.244 (meters)                     GEOID18
 DN5085  DYNAMIC HEIGHT  -        454.867 (meters)     1492.34  (feet) COMP
 DN5085  MODELED GRAVITY -    980,572.8   (mgal)                       NAVD 88
 DN5085
 DN5085  VERT ORDER      -  SECOND    CLASS I
 DN5085
 DN5085.The horizontal coordinates were determined by differentially corrected
 DN5085.hand held GPS observations or other comparable positioning techniques
 DN5085.and have an estimated accuracy of +/- 3 meters.
 DN5085
 DN5085.The orthometric height was determined by differential leveling and
 DN5085.adjusted by the WI DEPT OF TRANSP
 DN5085.in May 2012.
 DN5085
 DN5085.No vertical observational check was made to the station.
 DN5085
 DN5085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5085.GEOID18 height accuracy estimate available here.
 DN5085
 DN5085.Click photographs - Photos may exist for this station.
 DN5085
 DN5085.The dynamic height is computed by dividing the NAVD 88
 DN5085.geopotential number by the normal gravity value computed on the
 DN5085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5085.degrees latitude (g = 980.6199 gals.).
 DN5085
 DN5085.The modeled gravity was interpolated from observed gravity values.
 DN5085
 DN5085;                    North         East    Units  Estimated Accuracy
 DN5085;SPC WI N     -    80,074.5     539,466.4     MT  (+/- 3 meters HH1 GPS) 
 DN5085
 DN5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7226583606(NAD 83)
 DN5085
 DN5085                          SUPERSEDED SURVEY CONTROL
 DN5085
 DN5085.No superseded survey control is available for this station.
 DN5085
 DN5085_MARKER: DD = SURVEY DISK
 DN5085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5085_SP_SET: BRIDGE ABUTMENT
 DN5085_STAMPING: 7E09 2006
 DN5085_MARK LOGO: WIDT
 DN5085_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5085+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2010
 DN5085
 DN5085  HISTORY     - Date     Condition        Report By
 DN5085  HISTORY     - 2006     MONUMENTED       WIDT
 DN5085  HISTORY     - 20100723 GOOD             WIDT
 DN5085
 DN5085                          STATION DESCRIPTION
 DN5085
 DN5085'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5085'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5085'HIGHWAY M SOUTH BETWEEN THE COMMUNITIES OF DRAPER AND LORETTA, GO EAST
 DN5085'ON STATE HIGHWAY 70 FOR 2.7 MI (4.3 KM) TO DOUGHTY ROAD RIGHT.
 DN5085'CONTINUE EAST ON STATE HIGHWAY 70 FOR 0.23 MI (0.4 KM) TO BRIDGE
 DN5085'-B-57-51-99- OVER THE THORNAPPLE RIVER AND THE STATION ON THE LEFT.
 DN5085'
 DN5085'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5085'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5085'THE NORTH END OF THE WEST BRIDGE ABUTMENT APPROXIMATELY LEVEL WITH THE
 DN5085'HIGHWAY PAVEMENT.
 DN5085'
 DN5085'THE STATION IS 5.7 M (18.7 FT) NORTH OF THE CENTERLINE OF STATE
 DN5085'HIGHWAY 70, 0.25 MI (0.4 KM) WEST OF NATIONAL FOREST ROAD 162, 2.4 M
 DN5085'(7.9 FT) WEST OF A BRIDGE EXPANSION JOINT AND 2.4 M (7.9 FT) EAST OF A
 DN5085'WHITE PLASTIC WITNESS POST.
 DN5085'
 DN5085'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5085'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5084 ***********************************************************************
 DN5084  DESIGNATION -  7E47
 DN5084  PID         -  DN5084
 DN5084  STATE/COUNTY-  WI/SAWYER
 DN5084  COUNTRY     -  US
 DN5084  USGS QUAD   -  KENNEDY (2018)
 DN5084
 DN5084                         *CURRENT SURVEY CONTROL
 DN5084  ______________________________________________________________________
 DN5084* NAD 83(1986) POSITION- 45 53 19.3    (N) 090 42 17.4    (W)   HD_HELD2
 DN5084* NAVD 88 ORTHO HEIGHT -   446.546 (meters)     1465.04  (feet) ADJUSTED
 DN5084  ______________________________________________________________________
 DN5084  GEOID HEIGHT    -        -30.342 (meters)                     GEOID18
 DN5084  DYNAMIC HEIGHT  -        446.534 (meters)     1465.00  (feet) COMP
 DN5084  MODELED GRAVITY -    980,576.1   (mgal)                       NAVD 88
 DN5084
 DN5084  VERT ORDER      -  SECOND    CLASS I
 DN5084
 DN5084.The horizontal coordinates were established by autonomous hand held GPS
 DN5084.observations and have an estimated accuracy of +/- 10 meters.
 DN5084
 DN5084.The orthometric height was determined by differential leveling and
 DN5084.adjusted by the WI DEPT OF TRANSP
 DN5084.in May 2012.
 DN5084
 DN5084.No vertical observational check was made to the station.
 DN5084
 DN5084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5084.GEOID18 height accuracy estimate available here.
 DN5084
 DN5084.Click photographs - Photos may exist for this station.
 DN5084
 DN5084.The dynamic height is computed by dividing the NAVD 88
 DN5084.geopotential number by the normal gravity value computed on the
 DN5084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5084.degrees latitude (g = 980.6199 gals.).
 DN5084
 DN5084.The modeled gravity was interpolated from observed gravity values.
 DN5084
 DN5084;                    North         East    Units  Estimated Accuracy
 DN5084;SPC WI N     -    80,492.      545,295.      MT  (+/- 10 meters HH2 GPS)
 DN5084
 DN5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7807484242(NAD 83)
 DN5084
 DN5084                          SUPERSEDED SURVEY CONTROL
 DN5084
 DN5084.No superseded survey control is available for this station.
 DN5084
 DN5084_MARKER: DD = SURVEY DISK
 DN5084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5084_STAMPING: 7E47 2006
 DN5084_MARK LOGO: WIDT
 DN5084_PROJECTION: FLUSH
 DN5084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5084+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2010
 DN5084
 DN5084  HISTORY     - Date     Condition        Report By
 DN5084  HISTORY     - 2005     MONUMENTED       WIDT
 DN5084  HISTORY     - 20100723 GOOD             WIDT
 DN5084
 DN5084                          STATION DESCRIPTION
 DN5084
 DN5084'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5084'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5084'HIGHWAY EE APPROXIMATELY 5 MI (8.0 KM) WEST OF THE COMMUNITY OF
 DN5084'LORETTA, GO EAST THEN NORTHEAST ON COUNTY HIGHWAY EE FOR 1.85 MI (3.0
 DN5084'KM) TO THE STATION ON THE RIGHT.
 DN5084'
 DN5084'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5084'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5084'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5084'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5084'PAVEMENT.
 DN5084'
 DN5084'THE STATION IS 9.0 M (29.5 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DN5084'HIGHWAY EE, 1.79 MI (2.9 KM) SOUTHWEST OF THE SAWYER-PRICE COUNTY
 DN5084'LINE, 0.69 MI (1.1 KM) SOUTHWEST OF A LARGE BROWN -FLAMBEAU RIVER
 DN5084'STATE FOREST- SIGN, 82.0 M (269.0 FT) SOUTH-SOUTHWEST OF A -NO PASSING
 DN5084'ZONE- WOODEN SIGN POST, 47.8 M (156.8 FT) NORTHEAST OF THE EXTENDED
 DN5084'CENTERLINE OF A WOODS ENTRANCE AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5084'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5084'
 DN5084'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES OVERHEAD AND TREES
 DN5084'TO THE NORTHWEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5083 ***********************************************************************
 DN5083  DESIGNATION -  7E48
 DN5083  PID         -  DN5083
 DN5083  STATE/COUNTY-  WI/PRICE
 DN5083  COUNTRY     -  US
 DN5083  USGS QUAD   -  BUTTERNUT LAKE (2018)
 DN5083
 DN5083                         *CURRENT SURVEY CONTROL
 DN5083  ______________________________________________________________________
 DN5083* NAD 83(1986) POSITION- 45 54 58.6    (N) 090 36 51.8    (W)   HD_HELD2
 DN5083* NAVD 88 ORTHO HEIGHT -   460.960 (meters)     1512.33  (feet) ADJUSTED
 DN5083  ______________________________________________________________________
 DN5083  GEOID HEIGHT    -        -30.409 (meters)                     GEOID18
 DN5083  DYNAMIC HEIGHT  -        460.949 (meters)     1512.30  (feet) COMP
 DN5083  MODELED GRAVITY -    980,577.1   (mgal)                       NAVD 88
 DN5083
 DN5083  VERT ORDER      -  SECOND    CLASS I
 DN5083
 DN5083.The horizontal coordinates were established by autonomous hand held GPS
 DN5083.observations and have an estimated accuracy of +/- 10 meters.
 DN5083
 DN5083.The orthometric height was determined by differential leveling and
 DN5083.adjusted by the WI DEPT OF TRANSP
 DN5083.in May 2012.
 DN5083
 DN5083.No vertical observational check was made to the station.
 DN5083
 DN5083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5083.GEOID18 height accuracy estimate available here.
 DN5083
 DN5083.Click photographs - Photos may exist for this station.
 DN5083
 DN5083.The dynamic height is computed by dividing the NAVD 88
 DN5083.geopotential number by the normal gravity value computed on the
 DN5083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5083.degrees latitude (g = 980.6199 gals.).
 DN5083
 DN5083.The modeled gravity was interpolated from observed gravity values.
 DN5083
 DN5083;                    North         East    Units  Estimated Accuracy
 DN5083;SPC WI N     -    83,499.      552,338.      MT  (+/- 10 meters HH2 GPS)
 DN5083
 DN5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8500087512(NAD 83)
 DN5083
 DN5083                          SUPERSEDED SURVEY CONTROL
 DN5083
 DN5083.No superseded survey control is available for this station.
 DN5083
 DN5083_MARKER: DD = SURVEY DISK
 DN5083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5083_STAMPING: 7E48 2006
 DN5083_MARK LOGO: WIDT
 DN5083_PROJECTION: FLUSH
 DN5083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5083+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2010
 DN5083
 DN5083  HISTORY     - Date     Condition        Report By
 DN5083  HISTORY     - 2005     MONUMENTED       WIDT
 DN5083  HISTORY     - 20100722 GOOD             WIDT
 DN5083
 DN5083                          STATION DESCRIPTION
 DN5083
 DN5083'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5083'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY EAST WITH
 DN5083'COUNTY HIGHWAY B NORTH AND KAISER ROAD SOUTH APPROXIMATELY 4 MI (6.4
 DN5083'KM) WEST-SOUTHWEST OF THE CITY OF PARK FALLS, GO WEST ON COUNTY
 DN5083'HIGHWAY EAST FOR 3.5 MI (5.6 KM) TO WEST BUCKHORN ROAD LEFT AND
 DN5083'FLEMING ROAD RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY EAST FOR 0.83 MI
 DN5083'(1.3 KM) TO THE STATION ON THE RIGHT.
 DN5083'
 DN5083'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5083'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5083'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5083'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE HIGHWAY
 DN5083'PAVEMENT.
 DN5083'
 DN5083'THE STATION IS 12.1 M (39.7 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5083'HIGHWAY EAST, 1.43 MI (2.3 KM) EAST OF OLD COUNTY EAST, 16.9 M (55.4
 DN5083'FT) EAST-SOUTHEAST OF THE TOP CENTER OF TELEPHONE PEDESTAL -2255-, 9.8
 DN5083'M (32.2 FT) EAST OF THE CENTERLINE OF PRIVATE ENTRANCE -W10840-, 3.2 M
 DN5083'(10.5 FT) WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE -W10839-
 DN5083'AND 1.0 M (3.3 FT) EAST AND 1.0 M (3.3 FT) WEST OF TWO WHITE PLASTIC
 DN5083'WITNESS POSTS.
 DN5083'
 DN5083'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5083'QUADRANTS EXTENDING TO 90 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DN5083'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5082 ***********************************************************************
 DN5082  DESIGNATION -  7E49
 DN5082  PID         -  DN5082
 DN5082  STATE/COUNTY-  WI/PRICE
 DN5082  COUNTRY     -  US
 DN5082  USGS QUAD   -  BUTTERNUT LAKE (2018)
 DN5082
 DN5082                         *CURRENT SURVEY CONTROL
 DN5082  ______________________________________________________________________
 DN5082* NAD 83(1986) POSITION- 45 54 59.34   (N) 090 35 00.69   (W)   HD_HELD1
 DN5082* NAVD 88 ORTHO HEIGHT -   437.969 (meters)     1436.90  (feet) ADJUSTED
 DN5082  ______________________________________________________________________
 DN5082  GEOID HEIGHT    -        -30.440 (meters)                     GEOID18
 DN5082  DYNAMIC HEIGHT  -        437.957 (meters)     1436.86  (feet) COMP
 DN5082  MODELED GRAVITY -    980,575.2   (mgal)                       NAVD 88
 DN5082
 DN5082  VERT ORDER      -  SECOND    CLASS I
 DN5082
 DN5082.The horizontal coordinates were determined by differentially corrected
 DN5082.hand held GPS observations or other comparable positioning techniques
 DN5082.and have an estimated accuracy of +/- 3 meters.
 DN5082
 DN5082.The orthometric height was determined by differential leveling and
 DN5082.adjusted by the WI DEPT OF TRANSP
 DN5082.in May 2012.
 DN5082
 DN5082.No vertical observational check was made to the station.
 DN5082
 DN5082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5082.GEOID18 height accuracy estimate available here.
 DN5082
 DN5082.Click photographs - Photos may exist for this station.
 DN5082
 DN5082.The dynamic height is computed by dividing the NAVD 88
 DN5082.geopotential number by the normal gravity value computed on the
 DN5082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5082.degrees latitude (g = 980.6199 gals.).
 DN5082
 DN5082.The modeled gravity was interpolated from observed gravity values.
 DN5082
 DN5082;                    North         East    Units  Estimated Accuracy
 DN5082;SPC WI N     -    83,503.7     554,732.7     MT  (+/- 3 meters HH1 GPS) 
 DN5082
 DN5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8739287607(NAD 83)
 DN5082
 DN5082                          SUPERSEDED SURVEY CONTROL
 DN5082
 DN5082.No superseded survey control is available for this station.
 DN5082
 DN5082_MARKER: DD = SURVEY DISK
 DN5082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5082_SP_SET: BRIDGE ABUTMENT
 DN5082_STAMPING: 7E49 2006
 DN5082_MARK LOGO: WIDT
 DN5082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5082+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2010
 DN5082
 DN5082  HISTORY     - Date     Condition        Report By
 DN5082  HISTORY     - 2006     MONUMENTED       WIDT
 DN5082  HISTORY     - 20100722 GOOD             WIDT
 DN5082
 DN5082                          STATION DESCRIPTION
 DN5082
 DN5082'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5082'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY EAST WITH
 DN5082'COUNTY HIGHWAY B NORTH AND KAISER ROAD SOUTH APPROXIMATELY 4 MI (6.4
 DN5082'KM) WEST-SOUTHWEST OF THE CITY OF PARK FALLS, GO WEST ON COUNTY
 DN5082'HIGHWAY EAST FOR 2.5 MI (4.0 KM) TO EAST BUCKHORN ROAD LEFT.  CONTINUE
 DN5082'WEST ON COUNTY HIGHWAY EAST FOR 0.31 MI (0.5 KM) TO BRIDGE
 DN5082'-B-50-13-99- OVER BUTTERNUT CREEK AND THE STATION ON THE RIGHT.
 DN5082'
 DN5082'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5082'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5082'THE NORTH END OF THE EAST BRIDGE ABUTMENT APPROXIMATELY LEVEL WITH THE
 DN5082'HIGHWAY PAVEMENT.
 DN5082'
 DN5082'THE STATION IS 5.4 M (17.7 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5082'HIGHWAY EAST, 0.13 MI (0.2 KM) EAST OF PRIVATE ENTRANCE -W10292- AND
 DN5082'2.1 M (6.9 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DN5082'
 DN5082'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5082'QUADRANTS EXTENDING TO 40 DEGREES AND TREES IN THE NORTH QUADRANTS
 DN5082'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5079 ***********************************************************************
 DN5079  DESIGNATION -  7F01
 DN5079  PID         -  DN5079
 DN5079  STATE/COUNTY-  WI/PRICE
 DN5079  COUNTRY     -  US
 DN5079  USGS QUAD   -  PARK FALLS (2018)
 DN5079
 DN5079                         *CURRENT SURVEY CONTROL
 DN5079  ______________________________________________________________________
 DN5079* NAD 83(1986) POSITION- 45 55 26.35   (N) 090 28 00.87   (W)   HD_HELD1
 DN5079* NAVD 88 ORTHO HEIGHT -   463.031 (meters)     1519.13  (feet) ADJUSTED
 DN5079  ______________________________________________________________________
 DN5079  GEOID HEIGHT    -        -30.520 (meters)                     GEOID18
 DN5079  DYNAMIC HEIGHT  -        463.020 (meters)     1519.09  (feet) COMP
 DN5079  MODELED GRAVITY -    980,578.9   (mgal)                       NAVD 88
 DN5079
 DN5079  VERT ORDER      -  SECOND    CLASS I
 DN5079
 DN5079.The horizontal coordinates were determined by differentially corrected
 DN5079.hand held GPS observations or other comparable positioning techniques
 DN5079.and have an estimated accuracy of +/- 3 meters.
 DN5079
 DN5079.The orthometric height was determined by differential leveling and
 DN5079.adjusted by the WI DEPT OF TRANSP
 DN5079.in May 2012.
 DN5079
 DN5079.No vertical observational check was made to the station.
 DN5079
 DN5079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5079.GEOID18 height accuracy estimate available here.
 DN5079
 DN5079.Click photographs - Photos may exist for this station.
 DN5079
 DN5079.The dynamic height is computed by dividing the NAVD 88
 DN5079.geopotential number by the normal gravity value computed on the
 DN5079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5079.degrees latitude (g = 980.6199 gals.).
 DN5079
 DN5079.The modeled gravity was interpolated from observed gravity values.
 DN5079
 DN5079;                    North         East    Units  Estimated Accuracy
 DN5079;SPC WI N     -    84,277.7     563,784.1     MT  (+/- 3 meters HH1 GPS) 
 DN5079
 DN5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9640988722(NAD 83)
 DN5079
 DN5079                          SUPERSEDED SURVEY CONTROL
 DN5079
 DN5079.No superseded survey control is available for this station.
 DN5079
 DN5079_MARKER: DD = SURVEY DISK
 DN5079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5079_STAMPING: 7F01 2006
 DN5079_MARK LOGO: WIDT
 DN5079_PROJECTION: FLUSH
 DN5079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5079+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 DN5079
 DN5079  HISTORY     - Date     Condition        Report By
 DN5079  HISTORY     - 2005     MONUMENTED       WIDT
 DN5079  HISTORY     - 20100720 GOOD             WIDT
 DN5079
 DN5079                          STATION DESCRIPTION
 DN5079
 DN5079'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5079'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (SOUTH
 DN5079'FOURTH AVENUE) WITH STATE HIGHWAY 182 (SOUTH FIRST STREET) IN THE CITY
 DN5079'OF PARK FALLS, GO SOUTH ON STATE HIGHWAY 13 FOR 0.7 MI (1.1 KM) TO
 DN5079'COUNTY HIGHWAY E (SOUTH NINTH STREET) RIGHT.  TURN RIGHT AND GO WEST
 DN5079'ON COUNTY HIGHWAY E (SOUTH NINTH STREET) FOR 0.75 MI (1.2 KM) TO THE
 DN5079'STATION ON THE RIGHT.
 DN5079'
 DN5079'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5079'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5079'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5079'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5079'
 DN5079'THE STATION IS 8.9 M (29.2 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5079'HIGHWAY EAST, 0.41 MI (0.7 KM) WEST OF SOUTH NINTH AVENUE, 120 M
 DN5079'(393.7 FT) EAST OF TOWN HALL ROAD NORTH AND COUNTY HIGHWAY B SOUTH,
 DN5079'50.5 M (165.7 FT) WEST-NORTHWEST OF A POWER POLE, 29.0 M (95.1 FT)
 DN5079'NORTH-NORTHEAST OF A POWER POLE, 25.7 M (84.3 FT) EAST OF A -SLOW
 DN5079'CHILDREN- SIGN METAL POST, 10.2 M (33.5 FT) WEST OF A -SNOWMOBILE
 DN5079'CROSSING AHEAD- SIGN METAL POST, 1.5 M (4.9 FT) SOUTH OF A CULTIVATED
 DN5079'FIELD AND 1.0 M (3.3 FT) EAST AND 1.0 M (3.3 FT) WEST OF TWO WHITE
 DN5079'PLASTIC WITNESS POSTS.
 DN5079'
 DN5079'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5079'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5263 ***********************************************************************
 DN5263  DESIGNATION -  7F02
 DN5263  PID         -  DN5263
 DN5263  STATE/COUNTY-  WI/PRICE
 DN5263  COUNTRY     -  US
 DN5263  USGS QUAD   -  PARK FALLS (2018)
 DN5263
 DN5263                         *CURRENT SURVEY CONTROL
 DN5263  ______________________________________________________________________
 DN5263* NAD 83(1986) POSITION- 45 56 31.6    (N) 090 23 59.0    (W)   HD_HELD2
 DN5263* NAVD 88 ORTHO HEIGHT -   472.320 (meters)     1549.60  (feet) ADJUSTED
 DN5263  ______________________________________________________________________
 DN5263  GEOID HEIGHT    -        -30.542 (meters)                     GEOID18
 DN5263  DYNAMIC HEIGHT  -        472.311 (meters)     1549.57  (feet) COMP
 DN5263  MODELED GRAVITY -    980,581.6   (mgal)                       NAVD 88
 DN5263
 DN5263  VERT ORDER      -  SECOND    CLASS I
 DN5263
 DN5263.The horizontal coordinates were established by autonomous hand held GPS
 DN5263.observations and have an estimated accuracy of +/- 10 meters.
 DN5263
 DN5263.The orthometric height was determined by differential leveling and
 DN5263.adjusted by the WI DEPT OF TRANSP
 DN5263.in May 2012.
 DN5263
 DN5263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5263.GEOID18 height accuracy estimate available here.
 DN5263
 DN5263.Click photographs - Photos may exist for this station.
 DN5263
 DN5263.The dynamic height is computed by dividing the NAVD 88
 DN5263.geopotential number by the normal gravity value computed on the
 DN5263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5263.degrees latitude (g = 980.6199 gals.).
 DN5263
 DN5263.The modeled gravity was interpolated from observed gravity values.
 DN5263
 DN5263;                    North         East    Units  Estimated Accuracy
 DN5263;SPC WI N     -    86,264.      569,006.      MT  (+/- 10 meters HH2 GPS)
 DN5263
 DN5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0155390903(NAD 83)
 DN5263
 DN5263                          SUPERSEDED SURVEY CONTROL
 DN5263
 DN5263.No superseded survey control is available for this station.
 DN5263
 DN5263_MARKER: DD = SURVEY DISK
 DN5263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5263_STAMPING: 7F02 2006
 DN5263_MARK LOGO: WIDT
 DN5263_PROJECTION: FLUSH
 DN5263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5263+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 DN5263
 DN5263  HISTORY     - Date     Condition        Report By
 DN5263  HISTORY     - 2005     MONUMENTED       WIDT
 DN5263  HISTORY     - 20100720 GOOD             WIDT
 DN5263
 DN5263                          STATION DESCRIPTION
 DN5263
 DN5263'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5263'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (SOUTH
 DN5263'FOURTH AVENUE) WITH STATE HIGHWAY 182 (SOUTH FIRST STREET) IN THE CITY
 DN5263'OF PARK FALLS, GO EAST ON STATE HIGHWAY 182 FOR 2.3 MI (3.7 KM) TO
 DN5263'BERLE ROAD LEFT.  CONTINUE EAST ON STATE HIGHWAY 182 FOR 0.41 MI (0.7
 DN5263'KM) TO THE STATION ON THE LEFT.
 DN5263'
 DN5263'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5263'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5263'INCH) DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP, LEVEL WITH THE
 DN5263'GROUND AND APPROXIMATELY 0.7 M (2.3 FT) LOWER THAN THE HIGHWAY
 DN5263'PAVEMENT.
 DN5263'
 DN5263'THE STATION IS 11.0 M (36.1 FT) NORTH OF THE CENTERLINE OF STATE
 DN5263'HIGHWAY 182, 0.31 MI (0.5 KM) WEST OF THE WEST END OF OLD 182 ROAD
 DN5263'(NORTH) AND HOEFFERLE ROAD (SOUTH), 56.0 M (183.7 FT) EAST OF THE
 DN5263'EXTENDED CENTERLINE OF PRIVATE ENTRANCE -W6985-, 49.0 M (160.8 FT)
 DN5263'NORTHWEST OF A POWER POLE WITH ONE GUY WIRE AND IS 1 M (3.3 FT) FROM
 DN5263'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5263'
 DN5263'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5263'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5265 ***********************************************************************
 DN5265  DESIGNATION -  7F03
 DN5265  PID         -  DN5265
 DN5265  STATE/COUNTY-  WI/PRICE
 DN5265  COUNTRY     -  US
 DN5265  USGS QUAD   -  BLOCKHOUSE LAKE (2018)
 DN5265
 DN5265                         *CURRENT SURVEY CONTROL
 DN5265  ______________________________________________________________________
 DN5265* NAD 83(1986) POSITION- 45 56 54.7    (N) 090 20 01.3    (W)   HD_HELD2
 DN5265* NAVD 88 ORTHO HEIGHT -   455.739 (meters)     1495.20  (feet) ADJUSTED
 DN5265  ______________________________________________________________________
 DN5265  GEOID HEIGHT    -        -30.591 (meters)                     GEOID18
 DN5265  DYNAMIC HEIGHT  -        455.727 (meters)     1495.16  (feet) COMP
 DN5265  MODELED GRAVITY -    980,575.7   (mgal)                       NAVD 88
 DN5265
 DN5265  VERT ORDER      -  SECOND    CLASS I
 DN5265
 DN5265.The horizontal coordinates were established by autonomous hand held GPS
 DN5265.observations and have an estimated accuracy of +/- 10 meters.
 DN5265
 DN5265.The orthometric height was determined by differential leveling and
 DN5265.adjusted by the WI DEPT OF TRANSP
 DN5265.in May 2012.
 DN5265
 DN5265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5265.GEOID18 height accuracy estimate available here.
 DN5265
 DN5265.Click photographs - Photos may exist for this station.
 DN5265
 DN5265.The dynamic height is computed by dividing the NAVD 88
 DN5265.geopotential number by the normal gravity value computed on the
 DN5265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5265.degrees latitude (g = 980.6199 gals.).
 DN5265
 DN5265.The modeled gravity was interpolated from observed gravity values.
 DN5265
 DN5265;                    North         East    Units  Estimated Accuracy
 DN5265;SPC WI N     -    86,953.      574,128.      MT  (+/- 10 meters HH2 GPS)
 DN5265
 DN5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0664791785(NAD 83)
 DN5265
 DN5265                          SUPERSEDED SURVEY CONTROL
 DN5265
 DN5265.No superseded survey control is available for this station.
 DN5265
 DN5265_MARKER: DD = SURVEY DISK
 DN5265_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5265_SP_SET: BRIDGE WING WALL
 DN5265_STAMPING: 7F03 2006
 DN5265_MARK LOGO: WIDT
 DN5265_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5265+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2010
 DN5265
 DN5265  HISTORY     - Date     Condition        Report By
 DN5265  HISTORY     - 2006     MONUMENTED       WIDT
 DN5265  HISTORY     - 20100719 GOOD             WIDT
 DN5265
 DN5265                          STATION DESCRIPTION
 DN5265
 DN5265'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5265'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (SOUTH
 DN5265'FOURTH AVENUE) WITH STATE HIGHWAY 182 (SOUTH FIRST STREET) IN THE CITY
 DN5265'OF PARK FALLS, GO EAST ON STATE HIGHWAY 182 FOR 6.0 MI (9.7 KM) TO THE
 DN5265'EAST END OF OLD 182 ROAD (FOREST ROAD 153) LEFT.  TURN LEFT AND GO
 DN5265'NORTHWEST ON OLD 182 ROAD (FOREST ROAD 153) FOR 0.17 MI (0.3 KM) TO
 DN5265'BLOCK HOUSE LAKE ROAD AND FOREST ROAD 153 RIGHT.  CONTINUE NORTHWEST
 DN5265'ON OLD 182 ROAD FOR 53 M (173.9 FT) TO A BRIDGE OVER BLOCKHOUSE LAKE
 DN5265'AND THE STATION ON THE LEFT.
 DN5265'
 DN5265'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5265'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5265'THE SOUTHEAST END OF THE NORTHWEST BRIDGE WING WALL APPROXIMATELY
 DN5265'LEVEL WITH THE ROAD PAVEMENT.
 DN5265'
 DN5265'THE STATION IS 4.1 M (13.5 FT) SOUTHWEST OF THE CENTERLINE OF OLD 182
 DN5265'ROAD, 0.12 MI (0.2 KM) SOUTHEAST OF CUT OFF ROAD AND 52.5 M (172.2 FT)
 DN5265'NORTHWEST OF THE EXTENDED CENTERLINE OF BLOCK HOUSE LAKE ROAD AND
 DN5265'FOREST ROAD 153.
 DN5265'
 DN5265'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5265'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5267 ***********************************************************************
 DN5267  DESIGNATION -  7F47
 DN5267  PID         -  DN5267
 DN5267  STATE/COUNTY-  WI/PRICE
 DN5267  COUNTRY     -  US
 DN5267  USGS QUAD   -  PIKE LAKE NW (2018)
 DN5267
 DN5267                         *CURRENT SURVEY CONTROL
 DN5267  ______________________________________________________________________
 DN5267* NAD 83(1986) POSITION- 45 56 35.6    (N) 090 14 14.3    (W)   HD_HELD2
 DN5267* NAVD 88 ORTHO HEIGHT -   477.775 (meters)     1567.50  (feet) ADJUSTED
 DN5267  ______________________________________________________________________
 DN5267  GEOID HEIGHT    -        -30.694 (meters)                     GEOID18
 DN5267  DYNAMIC HEIGHT  -        477.759 (meters)     1567.45  (feet) COMP
 DN5267  MODELED GRAVITY -    980,567.1   (mgal)                       NAVD 88
 DN5267
 DN5267  VERT ORDER      -  SECOND    CLASS I
 DN5267
 DN5267.The horizontal coordinates were established by autonomous hand held GPS
 DN5267.observations and have an estimated accuracy of +/- 10 meters.
 DN5267
 DN5267.The orthometric height was determined by differential leveling and
 DN5267.adjusted by the WI DEPT OF TRANSP
 DN5267.in May 2012.
 DN5267
 DN5267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5267.GEOID18 height accuracy estimate available here.
 DN5267
 DN5267.Click photographs - Photos may exist for this station.
 DN5267
 DN5267.The dynamic height is computed by dividing the NAVD 88
 DN5267.geopotential number by the normal gravity value computed on the
 DN5267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5267.degrees latitude (g = 980.6199 gals.).
 DN5267
 DN5267.The modeled gravity was interpolated from observed gravity values.
 DN5267
 DN5267;                    North         East    Units  Estimated Accuracy
 DN5267;SPC WI N     -    86,337.      581,600.      MT  (+/- 10 meters HH2 GPS)
 DN5267
 DN5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1413791450(NAD 83)
 DN5267
 DN5267                          SUPERSEDED SURVEY CONTROL
 DN5267
 DN5267.No superseded survey control is available for this station.
 DN5267
 DN5267_MARKER: DD = SURVEY DISK
 DN5267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5267_STAMPING: 7F47 2006
 DN5267_MARK LOGO: WIDT
 DN5267_PROJECTION: FLUSH
 DN5267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5267+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 DN5267
 DN5267  HISTORY     - Date     Condition        Report By
 DN5267  HISTORY     - 2005     MONUMENTED       WIDT
 DN5267  HISTORY     - 20100715 GOOD             WIDT
 DN5267  HISTORY     - 20121206 GOOD             WIDT
 DN5267
 DN5267                          STATION DESCRIPTION
 DN5267
 DN5267'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5267'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (SOUTH
 DN5267'FOURTH AVENUE) WITH STATE HIGHWAY 182 (SOUTH FIRST STREET) IN THE CITY
 DN5267'OF PARK FALLS, GO EAST ON STATE HIGHWAY 182 FOR 10.6 MI (17.1 KM) TO
 DN5267'CEDAR RAPIDS ROAD (FOREST ROAD 149) RIGHT.  TURN RIGHT AND GO SOUTH ON
 DN5267'CEDAR RAPIDS ROAD (FOREST ROAD 149) FOR 65 M (213.3 FT) TO THE STATION
 DN5267'ON THE RIGHT.
 DN5267'
 DN5267'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5267'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5267'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5267'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5267'THE STATION IS 8.6 M (28.2 FT) WEST OF THE CENTERLINE OF CEDAR RAPIDS
 DN5267'ROAD (FOREST ROAD 149), 64.5 M (211.6 FT) SOUTH OF THE CENTERLINE OF
 DN5267'STATE HIGHWAY 182, 3.1 M (10.2 FT) NORTHWEST OF A GREEN -ATV ROUTE-
 DN5267'SIGN METAL POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5267'SURROUNDING THE STATION.
 DN5267'
 DN5267'--NOTE--VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL
 DN5267'QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
 DN5267
 DN5267                          STATION RECOVERY (2012)
 DN5267
 DN5267'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DN5267'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5269 ***********************************************************************
 DN5269  DESIGNATION -  7F48
 DN5269  PID         -  DN5269
 DN5269  STATE/COUNTY-  WI/PRICE
 DN5269  COUNTRY     -  US
 DN5269  USGS QUAD   -  PIKE LAKE NW (2018)
 DN5269
 DN5269                         *CURRENT SURVEY CONTROL
 DN5269  ______________________________________________________________________
 DN5269* NAD 83(1986) POSITION- 45 54 19.0    (N) 090 13 42.5    (W)   HD_HELD2
 DN5269* NAVD 88 ORTHO HEIGHT -   479.314 (meters)     1572.55  (feet) ADJUSTED
 DN5269  ______________________________________________________________________
 DN5269  GEOID HEIGHT    -        -30.730 (meters)                     GEOID18
 DN5269  DYNAMIC HEIGHT  -        479.295 (meters)     1572.49  (feet) COMP
 DN5269  MODELED GRAVITY -    980,560.9   (mgal)                       NAVD 88
 DN5269
 DN5269  VERT ORDER      -  SECOND    CLASS I
 DN5269
 DN5269.The horizontal coordinates were established by autonomous hand held GPS
 DN5269.observations and have an estimated accuracy of +/- 10 meters.
 DN5269
 DN5269.The orthometric height was determined by differential leveling and
 DN5269.adjusted by the WI DEPT OF TRANSP
 DN5269.in May 2012.
 DN5269
 DN5269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5269.GEOID18 height accuracy estimate available here.
 DN5269
 DN5269.Click photographs - Photos may exist for this station.
 DN5269
 DN5269.The dynamic height is computed by dividing the NAVD 88
 DN5269.geopotential number by the normal gravity value computed on the
 DN5269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5269.degrees latitude (g = 980.6199 gals.).
 DN5269
 DN5269.The modeled gravity was interpolated from observed gravity values.
 DN5269
 DN5269;                    North         East    Units  Estimated Accuracy
 DN5269;SPC WI N     -    82,117.      582,272.      MT  (+/- 10 meters HH2 GPS)
 DN5269
 DN5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1496987258(NAD 83)
 DN5269
 DN5269                          SUPERSEDED SURVEY CONTROL
 DN5269
 DN5269.No superseded survey control is available for this station.
 DN5269
 DN5269_MARKER: DD = SURVEY DISK
 DN5269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5269_STAMPING: 7F48 2006
 DN5269_MARK LOGO: WIDT
 DN5269_PROJECTION: FLUSH
 DN5269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5269+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2010
 DN5269
 DN5269  HISTORY     - Date     Condition        Report By
 DN5269  HISTORY     - 2005     MONUMENTED       WIDT
 DN5269  HISTORY     - 20100715 GOOD             WIDT
 DN5269
 DN5269                          STATION DESCRIPTION
 DN5269
 DN5269'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5269'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FLAMBEAU
 DN5269'AVENUE) WITH STATE HIGHWAY 70 (OAK STREET) IN THE COMMUNITY OF
 DN5269'FIFIELD, GO EAST ON STATE HIGHWAY 70 FOR 9.1 MI (14.6 KM) TO CEDAR
 DN5269'RAPIDS ROAD (FOREST ROAD 149) LEFT.  TURN LEFT AND GO NORTH ON CEDAR
 DN5269'RAPIDS ROAD (FOREST ROAD 149) FOR 1.35 MI (2.2 KM) TO CLUB HOUSE ROAD
 DN5269'RIGHT AND THE STATION ON THE LEFT.
 DN5269'
 DN5269'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5269'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5269'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5269'GROUND AND APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE ROAD PAVEMENT.
 DN5269'
 DN5269'THE STATION IS 19.1 M (62.7 FT) WEST OF THE CENTERLINE OF CEDAR RAPIDS
 DN5269'ROAD (FOREST ROAD 149), 0.30 MI (0.5 KM) SOUTH OF WEST CEDAR RAPIDS
 DN5269'ROAD AND PRIVATE ENTRANCE -W3704 TO W3794-, 14.2 M (46.6 FT) SOUTH OF
 DN5269'THE EXTENDED CENTERLINE OF CLUB HOUSE ROAD AND IS 1 M (3.3 FT) FROM
 DN5269'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5269'
 DN5269'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5269'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE NORTHEAST QUADRANTS
 DN5269'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5270 ***********************************************************************
 DN5270  DESIGNATION -  7F49
 DN5270  PID         -  DN5270
 DN5270  STATE/COUNTY-  WI/PRICE
 DN5270  COUNTRY     -  US
 DN5270  USGS QUAD   -  PIKE LAKE NW (2018)
 DN5270
 DN5270                         *CURRENT SURVEY CONTROL
 DN5270  ______________________________________________________________________
 DN5270* NAD 83(1986) POSITION- 45 53 18.4    (N) 090 13 22.9    (W)   HD_HELD2
 DN5270* NAVD 88 ORTHO HEIGHT -   476.068 (meters)     1561.90  (feet) ADJUSTED
 DN5270  ______________________________________________________________________
 DN5270  GEOID HEIGHT    -        -30.749 (meters)                     GEOID18
 DN5270  DYNAMIC HEIGHT  -        476.048 (meters)     1561.83  (feet) COMP
 DN5270  MODELED GRAVITY -    980,558.1   (mgal)                       NAVD 88
 DN5270
 DN5270  VERT ORDER      -  SECOND    CLASS I
 DN5270
 DN5270.The horizontal coordinates were established by autonomous hand held GPS
 DN5270.observations and have an estimated accuracy of +/- 10 meters.
 DN5270
 DN5270.The orthometric height was determined by differential leveling and
 DN5270.adjusted by the WI DEPT OF TRANSP
 DN5270.in May 2012.
 DN5270
 DN5270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5270.GEOID18 height accuracy estimate available here.
 DN5270
 DN5270.Click photographs - Photos may exist for this station.
 DN5270
 DN5270.The dynamic height is computed by dividing the NAVD 88
 DN5270.geopotential number by the normal gravity value computed on the
 DN5270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5270.degrees latitude (g = 980.6199 gals.).
 DN5270
 DN5270.The modeled gravity was interpolated from observed gravity values.
 DN5270
 DN5270;                    North         East    Units  Estimated Accuracy
 DN5270;SPC WI N     -    80,245.      582,690.      MT  (+/- 10 meters HH2 GPS)
 DN5270
 DN5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1545685403(NAD 83)
 DN5270
 DN5270                          SUPERSEDED SURVEY CONTROL
 DN5270
 DN5270.No superseded survey control is available for this station.
 DN5270
 DN5270_MARKER: DD = SURVEY DISK
 DN5270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5270_STAMPING: 7F49 2006
 DN5270_MARK LOGO: WIDT
 DN5270_PROJECTION: FLUSH
 DN5270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5270+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2010
 DN5270
 DN5270  HISTORY     - Date     Condition        Report By
 DN5270  HISTORY     - 2005     MONUMENTED       WIDT
 DN5270  HISTORY     - 20100714 GOOD             WIDT
 DN5270
 DN5270                          STATION DESCRIPTION
 DN5270
 DN5270'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5270'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FLAMBEAU
 DN5270'AVENUE) WITH STATE HIGHWAY 70 (OAK STREET) IN THE COMMUNITY OF
 DN5270'FIFIELD, GO EAST ON STATE HIGHWAY 70 FOR 9.1 MI (14.6 KM) TO CEDAR
 DN5270'RAPIDS ROAD (FOREST ROAD 149) LEFT.  CONTINUE EAST ON STATE HIGHWAY 70
 DN5270'FOR 0.60 MI (1.0 KM) TO ATV TRAIL 904 LEFT AND THE STATION ON THE
 DN5270'LEFT.
 DN5270'
 DN5270'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5270'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5270'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5270'GROUND AND APPROXIMATELY 0.7 M (2.3 FT) HIGHER THAN THE HIGHWAY
 DN5270'PAVEMENT.  THE STATION IS 14.1 M (46.3 FT) NORTH OF THE CENTERLINE OF
 DN5270'STATE HIGHWAY 70, 7.3 M (24.0 FT) WEST OF THE CENTERLINE OF ATV TRAIL
 DN5270'904, 1.10 MI (1.8 KM) WEST OF CLOVER CREEK ROAD (FOREST ROAD 513),
 DN5270'0.69 MI (1.1 KM) WEST OF PRIVATE ENTRANCE -W3316-, 16.3 M (53.5 FT)
 DN5270'EAST-SOUTHEAST OF A YELLOW METAL RIGHT-OF-WAY POST, 6.1 M (20.0 FT)
 DN5270'NORTHWEST OF THE TOP CENTER OF THE WEST END OF A METAL CULVERT PIPE,
 DN5270'5.1 M (16.7 FT) NORTHWEST OF A -STOP- SIGN WOODEN POST AND IS 1 M (3.3
 DN5270'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5270'
 DN5270'--NOTE--VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH
 DN5270'EXTENDING TO 90 DEGREES, TREES TO THE EAST EXTENDING TO 50 DEGREES AND
 DN5270'TREES IN THE SOUTH QUADRANTS EXTENDING TO 25 DEGREES ABOVE THE
 DN5270'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5272 ***********************************************************************
 DN5272  DESIGNATION -  7F50
 DN5272  PID         -  DN5272
 DN5272  STATE/COUNTY-  WI/PRICE
 DN5272  COUNTRY     -  US
 DN5272  USGS QUAD   -  PIKE LAKE NW (2018)
 DN5272
 DN5272                         *CURRENT SURVEY CONTROL
 DN5272  ______________________________________________________________________
 DN5272* NAD 83(1986) POSITION- 45 53 24.2    (N) 090 08 10.7    (W)   HD_HELD2
 DN5272* NAVD 88 ORTHO HEIGHT -   471.559 (meters)     1547.11  (feet) ADJUSTED
 DN5272  ______________________________________________________________________
 DN5272  GEOID HEIGHT    -        -30.783 (meters)                     GEOID18
 DN5272  DYNAMIC HEIGHT  -        471.542 (meters)     1547.05  (feet) COMP
 DN5272  MODELED GRAVITY -    980,564.4   (mgal)                       NAVD 88
 DN5272
 DN5272  VERT ORDER      -  SECOND    CLASS I
 DN5272
 DN5272.The horizontal coordinates were established by autonomous hand held GPS
 DN5272.observations and have an estimated accuracy of +/- 10 meters.
 DN5272
 DN5272.The orthometric height was determined by differential leveling and
 DN5272.adjusted by the WI DEPT OF TRANSP
 DN5272.in May 2012.
 DN5272
 DN5272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5272.GEOID18 height accuracy estimate available here.
 DN5272
 DN5272.Click photographs - Photos may exist for this station.
 DN5272
 DN5272.The dynamic height is computed by dividing the NAVD 88
 DN5272.geopotential number by the normal gravity value computed on the
 DN5272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5272.degrees latitude (g = 980.6199 gals.).
 DN5272
 DN5272.The modeled gravity was interpolated from observed gravity values.
 DN5272
 DN5272;                    North         East    Units  Estimated Accuracy
 DN5272;SPC WI N     -    80,409.      589,421.      MT  (+/- 10 meters HH2 GPS)
 DN5272
 DN5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2217885820(NAD 83)
 DN5272
 DN5272                          SUPERSEDED SURVEY CONTROL
 DN5272
 DN5272.No superseded survey control is available for this station.
 DN5272
 DN5272_MARKER: DD = SURVEY DISK
 DN5272_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN5272_SP_SET: BOX CULVERT
 DN5272_STAMPING: 7F50 2006
 DN5272_MARK LOGO: WIDT
 DN5272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5272+STABILITY: SURFACE MOTION
 DN5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5272+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DN5272
 DN5272  HISTORY     - Date     Condition        Report By
 DN5272  HISTORY     - 2006     MONUMENTED       WIDT
 DN5272  HISTORY     - 20100713 GOOD             WIDT
 DN5272
 DN5272                          STATION DESCRIPTION
 DN5272
 DN5272'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5272'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FLAMBEAU
 DN5272'AVENUE) WITH STATE HIGHWAY 70 (OAK STREET) IN THE COMMUNITY OF
 DN5272'FIFIELD, GO EAST ON STATE HIGHWAY 70 FOR 13.9 MI (22.4 KM) TO FOREST
 DN5272'ROAD 145 LEFT.  CONTINUE EAST ON STATE HIGHWAY 70 FOR 63 M (206.7 FT)
 DN5272'TO A BOX CULVERT AND THE STATION ON THE RIGHT.
 DN5272'
 DN5272'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5272'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5272'THE WEST SIDE OF THE SOUTH END OF THE BOX CULVERT APPROXIMATELY 0.7 M
 DN5272'(2.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5272'
 DN5272'THE STATION IS 10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5272'HIGHWAY 70, 0.98 MI (1.6 KM) WEST OF HEMLOCK ROAD (FOREST ROAD 505),
 DN5272'1.8 M (5.9 FT) SOUTH OF A BLACK OVER WHITE PLASTIC CULVERT POST AND
 DN5272'2.0 M (6.6 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DN5272'
 DN5272'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5272'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5273 ***********************************************************************
 DN5273  DESIGNATION -  7F51
 DN5273  PID         -  DN5273
 DN5273  STATE/COUNTY-  WI/PRICE
 DN5273  COUNTRY     -  US
 DN5273  USGS QUAD   -  PIKE LAKE (2018)
 DN5273
 DN5273                         *CURRENT SURVEY CONTROL
 DN5273  ______________________________________________________________________
 DN5273* NAD 83(1986) POSITION- 45 52 56.1    (N) 090 04 34.7    (W)   HD_HELD2
 DN5273* NAVD 88 ORTHO HEIGHT -   474.804 (meters)     1557.75  (feet) ADJUSTED
 DN5273  ______________________________________________________________________
 DN5273  GEOID HEIGHT    -        -30.784 (meters)                     GEOID18
 DN5273  DYNAMIC HEIGHT  -        474.789 (meters)     1557.70  (feet) COMP
 DN5273  MODELED GRAVITY -    980,568.2   (mgal)                       NAVD 88
 DN5273
 DN5273  VERT ORDER      -  SECOND    CLASS I
 DN5273
 DN5273.The horizontal coordinates were established by autonomous hand held GPS
 DN5273.observations and have an estimated accuracy of +/- 10 meters.
 DN5273
 DN5273.The orthometric height was determined by differential leveling and
 DN5273.adjusted by the WI DEPT OF TRANSP
 DN5273.in May 2012.
 DN5273
 DN5273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5273.GEOID18 height accuracy estimate available here.
 DN5273
 DN5273.Click photographs - Photos may exist for this station.
 DN5273
 DN5273.The dynamic height is computed by dividing the NAVD 88
 DN5273.geopotential number by the normal gravity value computed on the
 DN5273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5273.degrees latitude (g = 980.6199 gals.).
 DN5273
 DN5273.The modeled gravity was interpolated from observed gravity values.
 DN5273
 DN5273;                    North         East    Units  Estimated Accuracy
 DN5273;SPC WI N     -    79,535.      594,077.      MT  (+/- 10 meters HH2 GPS)
 DN5273
 DN5273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2686585122(NAD 83)
 DN5273
 DN5273                          SUPERSEDED SURVEY CONTROL
 DN5273
 DN5273.No superseded survey control is available for this station.
 DN5273
 DN5273_MARKER: DD = SURVEY DISK
 DN5273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN5273_SP_SET: BOX CULVERT HEADER
 DN5273_STAMPING: 7F51 2006
 DN5273_MARK LOGO: WIDT
 DN5273_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5273+STABILITY: SURFACE MOTION
 DN5273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5273+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 DN5273
 DN5273  HISTORY     - Date     Condition        Report By
 DN5273  HISTORY     - 2006     MONUMENTED       WIDT
 DN5273  HISTORY     - 20100713 GOOD             WIDT
 DN5273  HISTORY     - 20121206 GOOD             WIDT
 DN5273
 DN5273                          STATION DESCRIPTION
 DN5273
 DN5273'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5273'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FLAMBEAU
 DN5273'AVENUE) WITH STATE HIGHWAY 70 (OAK STREET) IN THE COMMUNITY OF
 DN5273'FIFIELD, GO EAST ON STATE HIGHWAY 70 FOR 16.8 MI (27.0 KM) TO SHADY
 DN5273'KNOLL ROAD (FOREST ROAD 144) AND BAY ROAD LEFT.  CONTINUE SOUTHEAST ON
 DN5273'STATE HIGHWAY 70 FOR 0.63 MI (1.0 KM) TO A BOX CULVERT OVER PIKE LAKE
 DN5273'AND THE STATION ON THE LEFT.
 DN5273'
 DN5273'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5273'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5273'THE NORTHWEST END OF THE CULVERT HEADER ON THE NORTH SIDE OF THE
 DN5273'HIGHWAY, APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5273'THE STATION IS 9.0 M (29.5 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DN5273'HIGHWAY 70, 0.13 MI (0.2 KM) WEST OF SHEEP RANCH ROAD (FOREST ROAD
 DN5273'132), 3.6 M (11.8 FT) NORTHEAST OF A METAL GUARD RAIL AND 1.5 M (4.9
 DN5273'FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DN5273'
 DN5273'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTH
 DN5273'EXTENDING TO 30 DEGREES AND TREES TO THE NORTH AND SOUTHEAST EXTENDING
 DN5273'TO 20 DEGREES ABOVE THE HORIZON.
 DN5273
 DN5273                          STATION RECOVERY (2012)
 DN5273
 DN5273'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DN5273'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6248 ***********************************************************************
 DO6248  DESIGNATION -  7F52
 DO6248  PID         -  DO6248
 DO6248  STATE/COUNTY-  WI/PRICE
 DO6248  COUNTRY     -  US
 DO6248  USGS QUAD   -  PIKE LAKE (2018)
 DO6248
 DO6248                         *CURRENT SURVEY CONTROL
 DO6248  ______________________________________________________________________
 DO6248* NAD 83(1986) POSITION- 45 53 21.     (N) 090 03 20.     (W)   SCALED
 DO6248* NAVD 88 ORTHO HEIGHT -   479.494 (meters)     1573.14  (feet) ADJUSTED
 DO6248  ______________________________________________________________________
 DO6248  GEOID HEIGHT    -        -30.777 (meters)                     GEOID18
 DO6248  DYNAMIC HEIGHT  -        479.481 (meters)     1573.10  (feet) COMP
 DO6248  MODELED GRAVITY -    980,572.8   (mgal)                       NAVD 88
 DO6248
 DO6248  VERT ORDER      -  SECOND    CLASS I
 DO6248
 DO6248.The horizontal coordinates were scaled from a map and have
 DO6248.an estimated accuracy of +/- 6 seconds.
 DO6248
 DO6248.The orthometric height was determined by differential leveling and
 DO6248.adjusted by the NATIONAL GEODETIC SURVEY
 DO6248.in February 2017.
 DO6248
 DO6248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6248.GEOID18 height accuracy estimate available here.
 DO6248
 DO6248.Click photographs - Photos may exist for this station.
 DO6248
 DO6248.The dynamic height is computed by dividing the NAVD 88
 DO6248.geopotential number by the normal gravity value computed on the
 DO6248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6248.degrees latitude (g = 980.6199 gals.).
 DO6248
 DO6248.The modeled gravity was interpolated from observed gravity values.
 DO6248
 DO6248;                    North         East    Units  Estimated Accuracy
 DO6248;SPC WI N     -    80,300.      595,690.      MT  (+/- 180 meters Scaled)
 DO6248
 DO6248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL284859(NAD 83)
 DO6248
 DO6248                          SUPERSEDED SURVEY CONTROL
 DO6248
 DO6248  NAVD 88 (07/25/13)  479.495  (m)         1573.14   (f) SUPERSEDED  2 1
 DO6248
 DO6248.Superseded values are not recommended for survey control.
 DO6248
 DO6248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6248.See file dsdata.pdf to determine how the superseded data were derived.
 DO6248
 DO6248_MARKER: DD = SURVEY DISK
 DO6248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6248_STAMPING: 7F52 2011
 DO6248_MARK LOGO: WIDT
 DO6248_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6248_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6248+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2012
 DO6248
 DO6248  HISTORY     - Date     Condition        Report By
 DO6248  HISTORY     - 2011     MONUMENTED       WIDT
 DO6248  HISTORY     - 20121207 GOOD             WIDT
 DO6248
 DO6248                          STATION DESCRIPTION
 DO6248
 DO6248'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6248'THE STATION IS LOCATED 17.6 MI (28.3 KM) EAST OF FIFIELD, 17.2 MI
 DO6248'(27.7 KM) WEST OF WOODRUFF, AND 9.8 MI (15.8 KM) SOUTHWEST OF LAC DU
 DO6248'FLAMBEAU.
 DO6248'
 DO6248'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FLAMBEAU
 DO6248'AVENUE) WITH STATE HIGHWAY 70 (OAK STREET) IN THE COMMUNITY OF
 DO6248'FIFIELD, GO EAST ON STATE HIGHWAY 70 FOR 17.6 MI (28.3 KM) TO SHEEP
 DO6248'RANCH ROAD (FOREST ROAD 132) ON THE RIGHT.  CONTINUE EAST ON STATE
 DO6248'HIGHWAY 70 FOR 1.05 MI (1.7 KM) TO GERBER ROAD/TURNER LAKE ROAD ON THE
 DO6248'LEFT AND THE STATION ON THE LEFT.
 DO6248'
 DO6248'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6248'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6248'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6248'HIGHWAY PAVEMENT.  THE STATION IS 18.8 M (61.7 FT) NORTH OF THE
 DO6248'CENTERLINE OF STATE HIGHWAY 70, 35.4 M (116.1 FT) WEST OF THE
 DO6248'CENTERLINE OF GERBER ROAD/TURNER LAKE ROAD, 11.0 M (36.1 FT) SOUTHWEST
 DO6248'OF A SNOWMOBILE TRAIL -STOP- SIGN, AND LOCATED IN THE CENTER OF A
 DO6248'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6248'
 DO6248'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREE
 DO6248'COVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6247 ***********************************************************************
 DO6247  DESIGNATION -  7F53
 DO6247  PID         -  DO6247
 DO6247  STATE/COUNTY-  WI/ONEIDA
 DO6247  COUNTRY     -  US
 DO6247  USGS QUAD   -  PIKE LAKE (2018)
 DO6247
 DO6247                         *CURRENT SURVEY CONTROL
 DO6247  ______________________________________________________________________
 DO6247* NAD 83(1986) POSITION- 45 53 16.     (N) 090 02 21.     (W)   SCALED
 DO6247* NAVD 88 ORTHO HEIGHT -   480.815 (meters)     1577.47  (feet) ADJUSTED
 DO6247  ______________________________________________________________________
 DO6247  GEOID HEIGHT    -        -30.777 (meters)                     GEOID18
 DO6247  DYNAMIC HEIGHT  -        480.801 (meters)     1577.43  (feet) COMP
 DO6247  MODELED GRAVITY -    980,571.3   (mgal)                       NAVD 88
 DO6247
 DO6247  VERT ORDER      -  SECOND    CLASS I
 DO6247
 DO6247.The horizontal coordinates were scaled from a map and have
 DO6247.an estimated accuracy of +/- 6 seconds.
 DO6247
 DO6247.The orthometric height was determined by differential leveling and
 DO6247.adjusted by the NATIONAL GEODETIC SURVEY
 DO6247.in February 2017.
 DO6247
 DO6247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6247.GEOID18 height accuracy estimate available here.
 DO6247
 DO6247.Click photographs - Photos may exist for this station.
 DO6247
 DO6247.The dynamic height is computed by dividing the NAVD 88
 DO6247.geopotential number by the normal gravity value computed on the
 DO6247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6247.degrees latitude (g = 980.6199 gals.).
 DO6247
 DO6247.The modeled gravity was interpolated from observed gravity values.
 DO6247
 DO6247;                    North         East    Units  Estimated Accuracy
 DO6247;SPC WI N     -    80,150.      596,960.      MT  (+/- 180 meters Scaled)
 DO6247
 DO6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL297858(NAD 83)
 DO6247
 DO6247                          SUPERSEDED SURVEY CONTROL
 DO6247
 DO6247  NAVD 88 (07/25/13)  480.817  (m)         1577.48   (f) SUPERSEDED  2 1
 DO6247
 DO6247.Superseded values are not recommended for survey control.
 DO6247
 DO6247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6247.See file dsdata.pdf to determine how the superseded data were derived.
 DO6247
 DO6247_MARKER: DD = SURVEY DISK
 DO6247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6247_STAMPING: 7F53 2011
 DO6247_MARK LOGO: WIDT
 DO6247_PROJECTION: FLUSH
 DO6247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6247+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2012
 DO6247
 DO6247  HISTORY     - Date     Condition        Report By
 DO6247  HISTORY     - 2011     MONUMENTED       WIDT
 DO6247  HISTORY     - 20121207 GOOD             WIDT
 DO6247
 DO6247                          STATION DESCRIPTION
 DO6247
 DO6247'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6247'THE STATION IS LOCATED 18.3 MI (29.4 KM) EAST OF FIFIELD, 16.3 MI
 DO6247'(26.2 KM) WEST OF WOODRUFF, AND 9.0 MI (14.5 KM) SOUTHWEST OF LAC DU
 DO6247'FLAMBEAU.
 DO6247'
 DO6247'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DO6247'HIGHWAY D ABOUT 10 MI WEST-NORTHWEST OF MINOCQUA, GO WEST ON STATE
 DO6247'HIGHWAY 70 FOR 4.9 MI (7.9 KM) TO COUNTY ROAD 1187 ON THE LEFT.
 DO6247'CONTINUE SOUTHWEST ON STATE HIGHWAY 70 FOR 2.4 MI (3.9 KM) TO A
 DO6247'DRIVEWAY ON THE LEFT AND THE STATION ON THE LEFT.
 DO6247'
 DO6247'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6247'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6247'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6247'HIGHWAY PAVEMENT.  THE STATION IS 21.6 M (70.9 FT) SOUTH OF THE
 DO6247'CENTERLINE OF STATE HIGHWAY 70, 0.8 MI (1.3 KM) EAST OF GERBER
 DO6247'ROAD/TURNER LAKE ROAD, 12.8 M (42.0 FT) SOUTHWEST OF A 15 INCH (38 CM)
 DO6247'CORRUGATED METAL CULVERT, 19.2 M (63.0 FT) NORTH-NORTHWEST OF A METAL
 DO6247'ADDRESS SIGN POST -14475 STATE HIGHWAY 70-, AND LOCATED IN THE CENTER
 DO6247'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6247'
 DO6247'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 40
 DO6247'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6231 ***********************************************************************
 DO6231  DESIGNATION -  7F83
 DO6231  PID         -  DO6231
 DO6231  STATE/COUNTY-  WI/PRICE
 DO6231  COUNTRY     -  US
 DO6231  USGS QUAD   -  PIKE LAKE NW (2018)
 DO6231
 DO6231                         *CURRENT SURVEY CONTROL
 DO6231  ______________________________________________________________________
 DO6231* NAD 83(1986) POSITION- 45 57 12.     (N) 090 11 57.     (W)   SCALED
 DO6231* NAVD 88 ORTHO HEIGHT -   481.600 (meters)     1580.05  (feet) ADJUSTED
 DO6231  ______________________________________________________________________
 DO6231  GEOID HEIGHT    -        -30.724 (meters)                     GEOID18
 DO6231  DYNAMIC HEIGHT  -        481.584 (meters)     1580.00  (feet) COMP
 DO6231  MODELED GRAVITY -    980,567.2   (mgal)                       NAVD 88
 DO6231
 DO6231  VERT ORDER      -  SECOND    CLASS I
 DO6231
 DO6231.The horizontal coordinates were scaled from a map and have
 DO6231.an estimated accuracy of +/- 6 seconds.
 DO6231
 DO6231.The orthometric height was determined by differential leveling and
 DO6231.adjusted by the NATIONAL GEODETIC SURVEY
 DO6231.in February 2017.
 DO6231
 DO6231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6231.GEOID18 height accuracy estimate available here.
 DO6231
 DO6231.Click photographs - Photos may exist for this station.
 DO6231
 DO6231.The dynamic height is computed by dividing the NAVD 88
 DO6231.geopotential number by the normal gravity value computed on the
 DO6231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6231.degrees latitude (g = 980.6199 gals.).
 DO6231
 DO6231.The modeled gravity was interpolated from observed gravity values.
 DO6231
 DO6231;                    North         East    Units  Estimated Accuracy
 DO6231;SPC WI N     -    87,450.      584,560.      MT  (+/- 180 meters Scaled)
 DO6231
 DO6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL170926(NAD 83)
 DO6231
 DO6231                          SUPERSEDED SURVEY CONTROL
 DO6231
 DO6231  NAVD 88 (07/25/13)  481.602  (m)         1580.06   (f) SUPERSEDED  2 1
 DO6231
 DO6231.Superseded values are not recommended for survey control.
 DO6231
 DO6231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6231.See file dsdata.pdf to determine how the superseded data were derived.
 DO6231
 DO6231_MARKER: DD = SURVEY DISK
 DO6231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6231_STAMPING: 7F83 2011
 DO6231_MARK LOGO: WIDT
 DO6231_PROJECTION: PROJECTING 6 CENTIMETERS
 DO6231_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6231+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 DO6231
 DO6231  HISTORY     - Date     Condition        Report By
 DO6231  HISTORY     - 2011     MONUMENTED       WIDT
 DO6231  HISTORY     - 20121206 GOOD             WIDT
 DO6231
 DO6231                          STATION DESCRIPTION
 DO6231
 DO6231'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6231'THE STATION IS LOCATED 14.8 MI (23.8 KM) WEST OF LAC DU FLAMBEAU, 14.6
 DO6231'MI (23.5 KM) SOUTHEAST OF BUTTERNUT, AND 11.7 MI (18.8 KM) EAST OF
 DO6231'PARK FALLS.
 DO6231'
 DO6231'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO6231'HIGHWAY 182 LOCATED IN THE CITY OF PARK FALLS, GO EAST ON STATE
 DO6231'HIGHWAY 182 FOR 10.65 MI (17.1 KM) TO CEDAR RAPIDS ROAD ON THE RIGHT.
 DO6231'CONTINUE EAST THEN NORTHEAST ON STATE HIGHWAY 182 FOR 2.1 MI (3.4 KM)
 DO6231'TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY FROM THE NEWMAN SPRINGS
 DO6231'SKI TRAIL PARKING AREA.
 DO6231'
 DO6231'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6231'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6231'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.3 M
 DO6231'(1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 12.4 M (40.7
 DO6231'FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 182, 23.0 M (75.5 FT)
 DO6231'NORTHWEST OF A WOODEN POST FOR A -STOP- SIGN AND A -W3115- ADDRESS
 DO6231'SIGN, 18.3 M (60.0 FT) SOUTHEAST OF A POWER POLE WITH ONE GUY WIRE,
 DO6231'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6231'WITNESS POSTS.
 DO6231'
 DO6231'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 30
 DO6231'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6230 ***********************************************************************
 DO6230  DESIGNATION -  7F84
 DO6230  PID         -  DO6230
 DO6230  STATE/COUNTY-  WI/PRICE
 DO6230  COUNTRY     -  US
 DO6230  USGS QUAD   -  PIKE LAKE NW (2018)
 DO6230
 DO6230                         *CURRENT SURVEY CONTROL
 DO6230  ______________________________________________________________________
 DO6230* NAD 83(1986) POSITION- 45 57 52.     (N) 090 10 41.     (W)   SCALED
 DO6230* NAVD 88 ORTHO HEIGHT -   492.763 (meters)     1616.67  (feet) ADJUSTED
 DO6230  ______________________________________________________________________
 DO6230  GEOID HEIGHT    -        -30.737 (meters)                     GEOID18
 DO6230  DYNAMIC HEIGHT  -        492.748 (meters)     1616.62  (feet) COMP
 DO6230  MODELED GRAVITY -    980,567.6   (mgal)                       NAVD 88
 DO6230
 DO6230  VERT ORDER      -  SECOND    CLASS I
 DO6230
 DO6230.The horizontal coordinates were scaled from a map and have
 DO6230.an estimated accuracy of +/- 6 seconds.
 DO6230
 DO6230.The orthometric height was determined by differential leveling and
 DO6230.adjusted by the NATIONAL GEODETIC SURVEY
 DO6230.in February 2017.
 DO6230
 DO6230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6230.GEOID18 height accuracy estimate available here.
 DO6230
 DO6230.Click photographs - Photos may exist for this station.
 DO6230
 DO6230.The dynamic height is computed by dividing the NAVD 88
 DO6230.geopotential number by the normal gravity value computed on the
 DO6230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6230.degrees latitude (g = 980.6199 gals.).
 DO6230
 DO6230.The modeled gravity was interpolated from observed gravity values.
 DO6230
 DO6230;                    North         East    Units  Estimated Accuracy
 DO6230;SPC WI N     -    88,680.      586,200.      MT  (+/- 180 meters Scaled)
 DO6230
 DO6230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL186939(NAD 83)
 DO6230
 DO6230                          SUPERSEDED SURVEY CONTROL
 DO6230
 DO6230  NAVD 88 (07/25/13)  492.767  (m)         1616.69   (f) SUPERSEDED  2 1
 DO6230
 DO6230.Superseded values are not recommended for survey control.
 DO6230
 DO6230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6230.See file dsdata.pdf to determine how the superseded data were derived.
 DO6230
 DO6230_MARKER: DD = SURVEY DISK
 DO6230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6230_STAMPING: 7F84 2011
 DO6230_MARK LOGO: WIDT
 DO6230_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6230+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2012
 DO6230
 DO6230  HISTORY     - Date     Condition        Report By
 DO6230  HISTORY     - 2011     MONUMENTED       WIDT
 DO6230  HISTORY     - 20121201 GOOD             WIDT
 DO6230
 DO6230                          STATION DESCRIPTION
 DO6230
 DO6230'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6230'THE STATION IS LOCATED 15.4 MI (24.8 KM) SOUTHEAST OF BUTTERNUT, 13.7
 DO6230'MI (22.0 KM) WEST OF LAC DU FLAMBEAU, AND 12.8 MI (20.6 KM) EAST OF
 DO6230'PARK FALLS.
 DO6230'
 DO6230'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO6230'HIGHWAY 182 LOCATED IN THE CITY OF PARK FALLS, GO EAST THEN NORTHEAST
 DO6230'ALONG STATE HIGHWAY 182 FOR 13.95 MI (22.4 KM) TO PATTERSON LAKE ROAD
 DO6230'ON THE RIGHT.  CONTINUE NORTH-NORTHEAST ON STATE HIGHWAY 182 FOR 0.15
 DO6230'MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DO6230'
 DO6230'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6230'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6230'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M
 DO6230'(3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 27.0 M (88.6
 DO6230'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 182, 22.6 M (74.1 FT)
 DO6230'SOUTHWEST OF A POWER POLE, 14.3 M (46.9 FT) EAST-SOUTHEAST OF A RED
 DO6230'FIBERGLASS CABLE ROUTE MARKER, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6230'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6230'
 DO6230'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DO6230'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6276 ***********************************************************************
 DO6276  DESIGNATION -  7G01
 DO6276  PID         -  DO6276
 DO6276  STATE/COUNTY-  WI/ONEIDA
 DO6276  COUNTRY     -  US
 DO6276  USGS QUAD   -  BRANTWOOD (2018)
 DO6276
 DO6276                         *CURRENT SURVEY CONTROL
 DO6276  ______________________________________________________________________
 DO6276* NAD 83(1986) POSITION- 45 33 16.96   (N) 090 00 40.86   (W)   HD_HELD1
 DO6276* NAVD 88 ORTHO HEIGHT -   473.663 (meters)     1554.01  (feet) ADJUSTED
 DO6276  ______________________________________________________________________
 DO6276  GEOID HEIGHT    -        -30.963 (meters)                     GEOID18
 DO6276  DYNAMIC HEIGHT  -        473.643 (meters)     1553.94  (feet) COMP
 DO6276  MODELED GRAVITY -    980,557.7   (mgal)                       NAVD 88
 DO6276
 DO6276  VERT ORDER      -  SECOND    CLASS I
 DO6276
 DO6276.The horizontal coordinates were determined by differentially corrected
 DO6276.hand held GPS observations or other comparable positioning techniques
 DO6276.and have an estimated accuracy of +/- 3 meters.
 DO6276
 DO6276.The orthometric height was determined by differential leveling and
 DO6276.adjusted by the NATIONAL GEODETIC SURVEY
 DO6276.in February 2017.
 DO6276
 DO6276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6276.GEOID18 height accuracy estimate available here.
 DO6276
 DO6276.Click photographs - Photos may exist for this station.
 DO6276
 DO6276.The dynamic height is computed by dividing the NAVD 88
 DO6276.geopotential number by the normal gravity value computed on the
 DO6276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6276.degrees latitude (g = 980.6199 gals.).
 DO6276
 DO6276.The modeled gravity was interpolated from observed gravity values.
 DO6276
 DO6276;                    North         East    Units  Estimated Accuracy
 DO6276;SPC WI N     -    43,128.8     599,113.8     MT  (+/- 3 meters HH1 GPS) 
 DO6276
 DO6276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3326548920(NAD 83)
 DO6276
 DO6276                          SUPERSEDED SURVEY CONTROL
 DO6276
 DO6276  NAVD 88 (07/25/13)  473.668  (m)         1554.03   (f) SUPERSEDED  2 1
 DO6276
 DO6276.Superseded values are not recommended for survey control.
 DO6276
 DO6276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6276.See file dsdata.pdf to determine how the superseded data were derived.
 DO6276
 DO6276_MARKER: DD = SURVEY DISK
 DO6276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6276_STAMPING: 7G01 2011
 DO6276_MARK LOGO: WIDT
 DO6276_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6276+STABILITY: SURFACE MOTION
 DO6276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6276+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2014
 DO6276
 DO6276  HISTORY     - Date     Condition        Report By
 DO6276  HISTORY     - 2011     MONUMENTED       WIDT
 DO6276  HISTORY     - 20121207 GOOD             WIDT
 DO6276  HISTORY     - 20141218 GOOD             MSA
 DO6276
 DO6276                          STATION DESCRIPTION
 DO6276
 DO6276'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6276'THE STATION IS LOCATED 14.7 MI (23.7 KM) NORTHWEST OF TOMAHAWK, 13.3
 DO6276'MI (21.4 KM) EAST OF PRENTICE, AND 0.8 MI (1.3 KM) WEST OF TRIPOLI.
 DO6276'
 DO6276'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 8 WITH COUNTY
 DO6276'HIGHWAY YY LOCATED APPROXIMATELY 16 MI (25.7 KM) NORTHWEST OF THE CITY
 DO6276'OF TOMAHAWK, GO EAST ON U.S. HIGHWAY 8 FOR 1.5 MI (2.4 KM) TO MARTIN
 DO6276'ROAD ON THE RIGHT.  CONTINUE EAST ON U.S. HIGHWAY 8 FOR 0.05 MI (0.1
 DO6276'KM) TO THE STATION ON THE LEFT.
 DO6276'
 DO6276'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6276'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6276'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M (3.3 FT)
 DO6276'HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 18.1 M (59.4 FT)
 DO6276'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 8, 22.8 M (74.8 FT) WEST
 DO6276'OF A WEST U.S. HIGHWAY 8 WOODEN SIGN POST, 16 M (52.5 FT) SOUTHWEST OF
 DO6276'THE EXTENDED CENTER OF A PRIVATE DRIVE -W11475-, 14.2 M (46.6 FT)
 DO6276'SOUTHEAST OF THE CENTERLINE OF THE WISCONSIN CENTRAL RAILROAD TRACKS
 DO6276'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6276'WITNESS POSTS.
 DO6276'
 DO6276'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6276'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING TO
 DO6276'35 DEGREES.
 DO6276
 DO6276                          STATION RECOVERY (2014)
 DO6276
 DO6276'RECOVERY NOTE BY MSA PROFESSIONAL SERVICES 2014 (JEA)
 DO6276'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6274 ***********************************************************************
 DO6274  DESIGNATION -  7G02
 DO6274  PID         -  DO6274
 DO6274  STATE/COUNTY-  WI/ONEIDA
 DO6274  COUNTRY     -  US
 DO6274  USGS QUAD   -  TRIPOLI (2018)
 DO6274
 DO6274                         *CURRENT SURVEY CONTROL
 DO6274  ______________________________________________________________________
 DO6274* NAD 83(1986) POSITION- 45 33 19.     (N) 089 55 08.     (W)   SCALED
 DO6274* NAVD 88 ORTHO HEIGHT -   457.816 (meters)     1502.02  (feet) ADJUSTED
 DO6274  ______________________________________________________________________
 DO6274  GEOID HEIGHT    -        -31.097 (meters)                     GEOID18
 DO6274  DYNAMIC HEIGHT  -        457.799 (meters)     1501.96  (feet) COMP
 DO6274  MODELED GRAVITY -    980,564.9   (mgal)                       NAVD 88
 DO6274
 DO6274  VERT ORDER      -  SECOND    CLASS I
 DO6274
 DO6274.The horizontal coordinates were scaled from a map and have
 DO6274.an estimated accuracy of +/- 6 seconds.
 DO6274
 DO6274.The orthometric height was determined by differential leveling and
 DO6274.adjusted by the NATIONAL GEODETIC SURVEY
 DO6274.in February 2017.
 DO6274
 DO6274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6274.GEOID18 height accuracy estimate available here.
 DO6274
 DO6274.Click photographs - Photos may exist for this station.
 DO6274
 DO6274.The dynamic height is computed by dividing the NAVD 88
 DO6274.geopotential number by the normal gravity value computed on the
 DO6274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6274.degrees latitude (g = 980.6199 gals.).
 DO6274
 DO6274.The modeled gravity was interpolated from observed gravity values.
 DO6274
 DO6274;                    North         East    Units  Estimated Accuracy
 DO6274;SPC WI N     -    43,200.      606,330.      MT  (+/- 180 meters Scaled)
 DO6274
 DO6274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR721487(NAD 83)
 DO6274
 DO6274                          SUPERSEDED SURVEY CONTROL
 DO6274
 DO6274  NAVD 88 (07/25/13)  457.830  (m)         1502.06   (f) SUPERSEDED  2 1
 DO6274
 DO6274.Superseded values are not recommended for survey control.
 DO6274
 DO6274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6274.See file dsdata.pdf to determine how the superseded data were derived.
 DO6274
 DO6274_MARKER: DD = SURVEY DISK
 DO6274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6274_STAMPING: 7G02 2011
 DO6274_MARK LOGO: WIDT
 DO6274_PROJECTION: PROJECTING 7 CENTIMETERS
 DO6274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6274+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2012
 DO6274
 DO6274  HISTORY     - Date     Condition        Report By
 DO6274  HISTORY     - 2011     MONUMENTED       WIDT
 DO6274  HISTORY     - 20121207 GOOD             WIDT
 DO6274
 DO6274                          STATION DESCRIPTION
 DO6274
 DO6274'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6274'THE STATION IS LOCATED 10.8 MI (17.4 KM) NORTHWEST OF TOMAHAWK, 9.7 MI
 DO6274'(15.6 KM) WEST OF HEAFFORD JUNCTION, AND 3.6 MI (5.8 KM) EAST OF
 DO6274'TRIPOLI.
 DO6274'
 DO6274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH COUNTY
 DO6274'HIGHWAY CC LOCATED APPROXIMATELY 10 MI (16.1 KM) NORTHWEST OF THE CITY
 DO6274'OF TOMAHAWK, GO NORTHWEST THEN WEST ON U.S. HIGHWAY 8 FOR 1.3 MI (2.1
 DO6274'KM) TO HONEY ROAD ON THE LEFT.  CONTINUE WEST ON U.S. HIGHWAY 8 FOR
 DO6274'0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DO6274'
 DO6274'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6274'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6274'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.5 M (1.6 FT)
 DO6274'LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 19.0 M (62.3 FT)
 DO6274'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 8, 90.3 M (296.3 FT)
 DO6274'WEST-NORTHWEST OF A WOODEN SIGN POST -JUNCTION RIGHT AHEAD-, 33 M
 DO6274'(108.3 FT) EAST OF THE CENTER OF A PRIVATE DRIVE -12650-, 24.6 M (80.7
 DO6274'FT) EAST-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER ON THE SOUTH
 DO6274'SIDE --3605 31L7-- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6274'THREE WHITE PLASTIC WITNESS POSTS.
 DO6274'
 DO6274'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6274'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST EXTENDING
 DO6274'HIGHER THAN 25 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6273 ***********************************************************************
 DO6273  DESIGNATION -  7G03
 DO6273  PID         -  DO6273
 DO6273  STATE/COUNTY-  WI/LINCOLN
 DO6273  COUNTRY     -  US
 DO6273  USGS QUAD   -  TRIPOLI (2018)
 DO6273
 DO6273                         *CURRENT SURVEY CONTROL
 DO6273  ______________________________________________________________________
 DO6273* NAD 83(1986) POSITION- 45 33 07.     (N) 089 53 20.     (W)   SCALED
 DO6273* NAVD 88 ORTHO HEIGHT -   463.833 (meters)     1521.76  (feet) ADJUSTED
 DO6273  ______________________________________________________________________
 DO6273  GEOID HEIGHT    -        -31.158 (meters)                     GEOID18
 DO6273  DYNAMIC HEIGHT  -        463.817 (meters)     1521.71  (feet) COMP
 DO6273  MODELED GRAVITY -    980,565.6   (mgal)                       NAVD 88
 DO6273
 DO6273  VERT ORDER      -  SECOND    CLASS I
 DO6273
 DO6273.The horizontal coordinates were scaled from a map and have
 DO6273.an estimated accuracy of +/- 6 seconds.
 DO6273
 DO6273.The orthometric height was determined by differential leveling and
 DO6273.adjusted by the NATIONAL GEODETIC SURVEY
 DO6273.in February 2017.
 DO6273
 DO6273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6273.GEOID18 height accuracy estimate available here.
 DO6273
 DO6273.Click photographs - Photos may exist for this station.
 DO6273
 DO6273.The dynamic height is computed by dividing the NAVD 88
 DO6273.geopotential number by the normal gravity value computed on the
 DO6273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6273.degrees latitude (g = 980.6199 gals.).
 DO6273
 DO6273.The modeled gravity was interpolated from observed gravity values.
 DO6273
 DO6273;                    North         East    Units  Estimated Accuracy
 DO6273;SPC WI C     -   190,990.      608,680.      MT  (+/- 180 meters Scaled)
 DO6273
 DO6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR745483(NAD 83)
 DO6273
 DO6273                          SUPERSEDED SURVEY CONTROL
 DO6273
 DO6273  NAVD 88 (07/25/13)  463.847  (m)         1521.80   (f) SUPERSEDED  2 1
 DO6273
 DO6273.Superseded values are not recommended for survey control.
 DO6273
 DO6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6273.See file dsdata.pdf to determine how the superseded data were derived.
 DO6273
 DO6273_MARKER: DD = SURVEY DISK
 DO6273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6273_STAMPING: 7G03 2011
 DO6273_MARK LOGO: WIDT
 DO6273_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6273+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 DO6273
 DO6273  HISTORY     - Date     Condition        Report By
 DO6273  HISTORY     - 2011     MONUMENTED       WIDT
 DO6273  HISTORY     - 20121205 GOOD             WIDT
 DO6273
 DO6273                          STATION DESCRIPTION
 DO6273
 DO6273'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6273'THE STATION IS LOCATED 9.4 MI (15.1 KM) NORTHWEST OF TOMAHAWK, 8.3 MI
 DO6273'(13.4 KM) WEST OF HEAFFORD JUNCTION, AND 5.1 MI (8.2 KM) EAST OF
 DO6273'TRIPOLI.
 DO6273'
 DO6273'THE STATION IS IN THE SOUTHEAST QUADRANT AT THE JUNCTION OF U.S.
 DO6273'HIGHWAY 8 WITH COUNTY HIGHWAY CC LOCATED APPROXIMATELY 10 MI (16.1 KM)
 DO6273'NORTHWEST OF THE CITY OF TOMAHAWK.
 DO6273'
 DO6273'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6273'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6273'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.5 M (1.6 FT)
 DO6273'ABOVE HIGHWAY PAVEMENT.  THE STATION IS 18.5 M (60.7 FT)
 DO6273'SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 8, 18.1 M (59.4 FT)
 DO6273'EAST OF THE CENTERLINE OF COUNTY HIGHWAY CC, 47.1 M (154.5 FT) WEST OF
 DO6273'A -U.S. HIGHWAY 8 EAST- WOODEN SIGN POST, 31.3 M (102.7 FT)
 DO6273'WEST-NORTHWEST OF THE NORTHWEST BUILDING CORNER OF -SPORTSLAND
 DO6273'PUBLIC-, 11.2 M (36.7 FT) EAST-SOUTHEAST OF A WOODEN POST FOR A -STOP-
 DO6273'SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6273'PLASTIC WITNESS POSTS.
 DO6273'
 DO6273'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6273'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE SOUTH EXTENDING
 DO6273'HIGHER THAN 25 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6272 ***********************************************************************
 DO6272  DESIGNATION -  7G04
 DO6272  PID         -  DO6272
 DO6272  STATE/COUNTY-  WI/LINCOLN
 DO6272  COUNTRY     -  US
 DO6272  USGS QUAD   -  BRADLEY (2018)
 DO6272
 DO6272                         *CURRENT SURVEY CONTROL
 DO6272  ______________________________________________________________________
 DO6272* NAD 83(1986) POSITION- 45 32 07.     (N) 089 45 19.     (W)   SCALED
 DO6272* NAVD 88 ORTHO HEIGHT -   448.442 (meters)     1471.26  (feet) ADJUSTED
 DO6272  ______________________________________________________________________
 DO6272  GEOID HEIGHT    -        -31.539 (meters)                     GEOID18
 DO6272  DYNAMIC HEIGHT  -        448.422 (meters)     1471.20  (feet) COMP
 DO6272  MODELED GRAVITY -    980,557.1   (mgal)                       NAVD 88
 DO6272
 DO6272  VERT ORDER      -  SECOND    CLASS I
 DO6272
 DO6272.The horizontal coordinates were scaled from a map and have
 DO6272.an estimated accuracy of +/- 6 seconds.
 DO6272
 DO6272.The orthometric height was determined by differential leveling and
 DO6272.adjusted by the NATIONAL GEODETIC SURVEY
 DO6272.in February 2017.
 DO6272
 DO6272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6272.GEOID18 height accuracy estimate available here.
 DO6272
 DO6272.Click photographs - Photos may exist for this station.
 DO6272
 DO6272.The dynamic height is computed by dividing the NAVD 88
 DO6272.geopotential number by the normal gravity value computed on the
 DO6272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6272.degrees latitude (g = 980.6199 gals.).
 DO6272
 DO6272.The modeled gravity was interpolated from observed gravity values.
 DO6272
 DO6272;                    North         East    Units  Estimated Accuracy
 DO6272;SPC WI C     -   189,160.      619,120.      MT  (+/- 180 meters Scaled)
 DO6272
 DO6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR848461(NAD 83)
 DO6272
 DO6272                          SUPERSEDED SURVEY CONTROL
 DO6272
 DO6272  NAVD 88 (07/25/13)  448.459  (m)         1471.32   (f) SUPERSEDED  2 1
 DO6272
 DO6272.Superseded values are not recommended for survey control.
 DO6272
 DO6272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6272.See file dsdata.pdf to determine how the superseded data were derived.
 DO6272
 DO6272_MARKER: DD = SURVEY DISK
 DO6272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6272_STAMPING: 7G04 2011
 DO6272_MARK LOGO: WIDT
 DO6272_PROJECTION: FLUSH
 DO6272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6272+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO6272
 DO6272  HISTORY     - Date     Condition        Report By
 DO6272  HISTORY     - 2011     MONUMENTED       WIDT
 DO6272  HISTORY     - 20121204 GOOD             WIDT
 DO6272
 DO6272                          STATION DESCRIPTION
 DO6272
 DO6272'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6272'THE STATION IS LOCATED 11.7 MI (18.8 KM) EAST OF TRIPOLI, 4.4 MI (7.1
 DO6272'KM) NORTH-NORTHWEST OF TOMAHAWK, AND 1.8 MI (2.9 KM) SOUTHWEST OF
 DO6272'HEAFFORD JUNCTION.
 DO6272'
 DO6272'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH COUNTY
 DO6272'HIGHWAY Y LOCATED APPROXIMATELY 4 MI (6.4 KM) NORTH-NORTHWEST OF THE
 DO6272'CITY OF TOMAHAWK, GO NORTH ON COUNTY HIGHWAY Y FOR 0.2 MI (0.3 KM) TO
 DO6272'STATION ON THE LEFT.
 DO6272'
 DO6272'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6272'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6272'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL WITH THE
 DO6272'HIGHWAY PAVEMENT.  THE STATION IS 12.0 M (39.4 FT) WEST OF THE
 DO6272'CENTERLINE OF COUNTY HIGHWAY Y, 25.7 M (84.3 FT) SOUTHWEST OF A POWER
 DO6272'POLE -3506 9W25- WITH GUY WIRES TO THE EAST AND NORTH, 20 M (65.6 FT)
 DO6272'SOUTH OF THE CENTER OF A PRIVATE DRIVEWAY -N11585-, 12.9 M (42.3 FT)
 DO6272'SOUTH OF A TELEPHONE JUNCTION BOX -4699-, 7.8 M (25.6 FT) SOUTHEAST OF
 DO6272'THE EASTERNMOST OF TWO WOODEN SUPPORT POSTS FOR A SIGN -COUNTY Y
 DO6272'STORAGE-, AND 0.6 M (2.0 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DO6272'
 DO6272'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6272'DEGREES EXCEPT FOR A TREE TO THE SOUTH EXTENDING TO 20 DEGREES ABOVE
 DO6272'THE HORIZON AND A POWER POLE TO THE NORTH EXTENDING TO 25 DEGREES
 DO6272'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6271 ***********************************************************************
 DO6271  DESIGNATION -  7G05
 DO6271  PID         -  DO6271
 DO6271  STATE/COUNTY-  WI/LINCOLN
 DO6271  COUNTRY     -  US
 DO6271  USGS QUAD   -  HEAFFORD JUNCTION (2018)
 DO6271
 DO6271                         *CURRENT SURVEY CONTROL
 DO6271  ______________________________________________________________________
 DO6271* NAD 83(1986) POSITION- 45 31 57.     (N) 089 44 25.     (W)   SCALED
 DO6271* NAVD 88 ORTHO HEIGHT -   448.450 (meters)     1471.29  (feet) ADJUSTED
 DO6271  ______________________________________________________________________
 DO6271  GEOID HEIGHT    -        -31.595 (meters)                     GEOID18
 DO6271  DYNAMIC HEIGHT  -        448.429 (meters)     1471.22  (feet) COMP
 DO6271  MODELED GRAVITY -    980,554.4   (mgal)                       NAVD 88
 DO6271
 DO6271  VERT ORDER      -  SECOND    CLASS I
 DO6271
 DO6271.The horizontal coordinates were scaled from a map and have
 DO6271.an estimated accuracy of +/- 6 seconds.
 DO6271
 DO6271.The orthometric height was determined by differential leveling and
 DO6271.adjusted by the NATIONAL GEODETIC SURVEY
 DO6271.in February 2017.
 DO6271
 DO6271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6271.GEOID18 height accuracy estimate available here.
 DO6271
 DO6271.Click photographs - Photos may exist for this station.
 DO6271
 DO6271.The dynamic height is computed by dividing the NAVD 88
 DO6271.geopotential number by the normal gravity value computed on the
 DO6271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6271.degrees latitude (g = 980.6199 gals.).
 DO6271
 DO6271.The modeled gravity was interpolated from observed gravity values.
 DO6271
 DO6271;                    North         East    Units  Estimated Accuracy
 DO6271;SPC WI C     -   188,850.      620,290.      MT  (+/- 180 meters Scaled)
 DO6271
 DO6271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR860457(NAD 83)
 DO6271
 DO6271                          SUPERSEDED SURVEY CONTROL
 DO6271
 DO6271  NAVD 88 (07/25/13)  448.468  (m)         1471.35   (f) SUPERSEDED  2 1
 DO6271
 DO6271.Superseded values are not recommended for survey control.
 DO6271
 DO6271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6271.See file dsdata.pdf to determine how the superseded data were derived.
 DO6271
 DO6271_MARKER: DD = SURVEY DISK
 DO6271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6271_STAMPING: 7G05 2011
 DO6271_MARK LOGO: WIDT
 DO6271_PROJECTION: FLUSH
 DO6271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6271+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO6271
 DO6271  HISTORY     - Date     Condition        Report By
 DO6271  HISTORY     - 2011     MONUMENTED       WIDT
 DO6271  HISTORY     - 20121204 GOOD             WIDT
 DO6271
 DO6271                          STATION DESCRIPTION
 DO6271
 DO6271'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6271'THE STATION IS LOCATED 12.4 MI (20.0 KM) EAST OF TRIPOLI, 4.1 MI (6.6
 DO6271'KM) NORTH OF TOMAHAWK, AND 1.4 MI (2.3 KM) SOUTHWEST OF HEAFFORD
 DO6271'JUNCTION.
 DO6271'
 DO6271'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH COUNTY
 DO6271'HIGHWAY Y LOCATED APPROXIMATELY 4 MI (6.4 KM) NORTH-NORTHWEST OF THE
 DO6271'CITY OF TOMAHAWK, GO EAST ON COUNTY HIGHWAY Y FOR 0.7 MI (1.1 KM) TO
 DO6271'THE STATION ON THE RIGHT.
 DO6271'
 DO6271'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6271'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6271'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL WITH THE
 DO6271'HIGHWAY PAVEMENT.  THE STATION IS 25.5 M (83.7 FT) SOUTHEAST OF THE
 DO6271'CENTERLINE OF U.S. HIGHWAY 8, 48.6 M (159.4 FT) SOUTHWEST OF THE
 DO6271'CENTERLINE OF COUNTY HIGHWAY U, 35.8 M (117.5 FT) SOUTHWEST OF A
 DO6271'WOODEN POST FOR A -COUNTY HIGHWAY U- ROUTE SIGN, 27.2 M (89.2 FT)
 DO6271'NORTHEAST OF A POWER POLE -3506 9R9- WITH A GUY WIRE TO THE SOUTHEAST,
 DO6271'24.6 M (80.7 FT) WEST-SOUTHWEST OF A POWER POLE -3506 9E4- WITH A GUY
 DO6271'WIRE TO THE NORTHWEST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6271'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6271'
 DO6271'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6271'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6269 ***********************************************************************
 DO6269  DESIGNATION -  7G06
 DO6269  PID         -  DO6269
 DO6269  STATE/COUNTY-  WI/LINCOLN
 DO6269  COUNTRY     -  US
 DO6269  USGS QUAD   -  HEAFFORD JUNCTION (2018)
 DO6269
 DO6269                         *CURRENT SURVEY CONTROL
 DO6269  ______________________________________________________________________
 DO6269* NAD 83(1986) POSITION- 45 31 58.06   (N) 089 42 28.90   (W)   HD_HELD1
 DO6269* NAVD 88 ORTHO HEIGHT -   454.811 (meters)     1492.16  (feet) ADJUSTED
 DO6269  ______________________________________________________________________
 DO6269  GEOID HEIGHT    -        -31.675 (meters)                     GEOID18
 DO6269  DYNAMIC HEIGHT  -        454.788 (meters)     1492.08  (feet) COMP
 DO6269  MODELED GRAVITY -    980,550.8   (mgal)                       NAVD 88
 DO6269
 DO6269  VERT ORDER      -  SECOND    CLASS I
 DO6269
 DO6269.The horizontal coordinates were determined by differentially corrected
 DO6269.hand held GPS observations or other comparable positioning techniques
 DO6269.and have an estimated accuracy of +/- 3 meters.
 DO6269
 DO6269.The orthometric height was determined by differential leveling and
 DO6269.adjusted by the NATIONAL GEODETIC SURVEY
 DO6269.in February 2017.
 DO6269
 DO6269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6269.GEOID18 height accuracy estimate available here.
 DO6269
 DO6269.Click photographs - Photos may exist for this station.
 DO6269
 DO6269.The dynamic height is computed by dividing the NAVD 88
 DO6269.geopotential number by the normal gravity value computed on the
 DO6269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6269.degrees latitude (g = 980.6199 gals.).
 DO6269
 DO6269.The modeled gravity was interpolated from observed gravity values.
 DO6269
 DO6269;                    North         East    Units  Estimated Accuracy
 DO6269;SPC WI C     -   188,891.4     622,806.8     MT  (+/- 3 meters HH1 GPS) 
 DO6269
 DO6269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8855445707(NAD 83)
 DO6269
 DO6269                          SUPERSEDED SURVEY CONTROL
 DO6269
 DO6269  NAVD 88 (07/25/13)  454.830  (m)         1492.22   (f) SUPERSEDED  2 1
 DO6269
 DO6269.Superseded values are not recommended for survey control.
 DO6269
 DO6269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6269.See file dsdata.pdf to determine how the superseded data were derived.
 DO6269
 DO6269_MARKER: DD = SURVEY DISK
 DO6269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6269_STAMPING: 7G06 2011
 DO6269_MARK LOGO: WIDT
 DO6269_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6269+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 DO6269
 DO6269  HISTORY     - Date     Condition        Report By
 DO6269  HISTORY     - 2011     MONUMENTED       WIDT
 DO6269  HISTORY     - 20121203 GOOD             WIDT
 DO6269
 DO6269                          STATION DESCRIPTION
 DO6269
 DO6269'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6269'THE STATION IS LOCATED 15.7 MI (25.3 KM) SOUTHWEST OF RHINELANDER, 4.3
 DO6269'MI (6.9 KM) NORTH-NORTHEAST OF TOMAHAWK, AND 1.0 MI (1.6 KM) SOUTHEAST
 DO6269'OF HEAFFORD JUNCTION.
 DO6269'
 DO6269'THE STATION IS IN THE SOUTHEAST QUADRANT AT THE JUNCTION OF U.S.
 DO6269'HIGHWAY 8 WITH COUNTY HIGHWAY A LOCATED APPROXIMATELY 4.3 MI (6.9 KM)
 DO6269'NORTH OF THE CITY OF TOMAHAWK.
 DO6269'
 DO6269'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6269'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6269'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL WITH THE
 DO6269'HIGHWAY PAVEMENT.  THE STATION IS 72.6 M (238.2 FT) SOUTH OF THE
 DO6269'CENTERLINE OF U.S. HIGHWAY 8, 26.4 M (86.6 FT) EAST OF THE CENTERLINE
 DO6269'OF COUNTY HIGHWAY A, 42.1 M (138.1 FT) SOUTH-SOUTHEAST OF A LIGHTED
 DO6269'UTILITY POLE -3506 11W70- WITH A GUY WIRE TO THE EAST, 31.8 M (104.3
 DO6269'FT) WEST-SOUTHWEST OF A POWER POLE -3506 11W32- WITH TWO GUY WIRES,
 DO6269'18.1 M (59.4 FT) NORTHEAST OF A WOODEN POST FOR A -WAYSIDE- SIGN, AND
 DO6269'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6269'WITNESS POSTS.
 DO6269'
 DO6269'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6269'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6246 ***********************************************************************
 DO6246  DESIGNATION -  7G63
 DO6246  PID         -  DO6246
 DO6246  STATE/COUNTY-  WI/VILAS
 DO6246  COUNTRY     -  US
 DO6246  USGS QUAD   -  PIKE LAKE (2018)
 DO6246
 DO6246                         *CURRENT SURVEY CONTROL
 DO6246  ______________________________________________________________________
 DO6246* NAD 83(1986) POSITION- 45 54 20.     (N) 090 01 20.     (W)   SCALED
 DO6246* NAVD 88 ORTHO HEIGHT -   484.014 (meters)     1587.97  (feet) ADJUSTED
 DO6246  ______________________________________________________________________
 DO6246  GEOID HEIGHT    -        -30.771 (meters)                     GEOID18
 DO6246  DYNAMIC HEIGHT  -        484.001 (meters)     1587.93  (feet) COMP
 DO6246  MODELED GRAVITY -    980,572.5   (mgal)                       NAVD 88
 DO6246
 DO6246  VERT ORDER      -  SECOND    CLASS I
 DO6246
 DO6246.The horizontal coordinates were scaled from a map and have
 DO6246.an estimated accuracy of +/- 6 seconds.
 DO6246
 DO6246.The orthometric height was determined by differential leveling and
 DO6246.adjusted by the NATIONAL GEODETIC SURVEY
 DO6246.in February 2017.
 DO6246
 DO6246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6246.GEOID18 height accuracy estimate available here.
 DO6246
 DO6246.Click photographs - Photos may exist for this station.
 DO6246
 DO6246.The dynamic height is computed by dividing the NAVD 88
 DO6246.geopotential number by the normal gravity value computed on the
 DO6246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6246.degrees latitude (g = 980.6199 gals.).
 DO6246
 DO6246.The modeled gravity was interpolated from observed gravity values.
 DO6246
 DO6246;                    North         East    Units  Estimated Accuracy
 DO6246;SPC WI N     -    82,120.      598,280.      MT  (+/- 180 meters Scaled)
 DO6246
 DO6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL309878(NAD 83)
 DO6246
 DO6246                          SUPERSEDED SURVEY CONTROL
 DO6246
 DO6246  NAVD 88 (07/25/13)  484.018  (m)         1587.98   (f) SUPERSEDED  2 1
 DO6246
 DO6246.Superseded values are not recommended for survey control.
 DO6246
 DO6246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6246.See file dsdata.pdf to determine how the superseded data were derived.
 DO6246
 DO6246_MARKER: DD = SURVEY DISK
 DO6246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6246_STAMPING: 7G63 2011
 DO6246_MARK LOGO: WIDT
 DO6246_PROJECTION: FLUSH
 DO6246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6246+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2012
 DO6246
 DO6246  HISTORY     - Date     Condition        Report By
 DO6246  HISTORY     - 2011     MONUMENTED       WIDT
 DO6246  HISTORY     - 20121207 GOOD             WIDT
 DO6246
 DO6246                          STATION DESCRIPTION
 DO6246
 DO6246'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6246'THE STATION IS LOCATED 19.2 MI (30.9 KM) EAST OF FIFIELD, 15.5 MI
 DO6246'(24.9 KM) WEST OF WOODRUFF, AND 7.6 MI (12.2 KM) SOUTHWEST OF LAC DU
 DO6246'FLAMBEAU.
 DO6246'
 DO6246'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DO6246'HIGHWAY D ABOUT 10 MI WEST-NORTHWEST OF MINOCQUA, GO WEST ON STATE
 DO6246'HIGHWAY 70 FOR 4.9 MI (7.9 KM) TO COUNTY ROAD 1187 ON THE LEFT.
 DO6246'CONTINUE SOUTHWEST ON STATE HIGHWAY 70 FOR 0.9 MI (1.4 KM) TO THE
 DO6246'STATION ON THE RIGHT.
 DO6246'
 DO6246'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6246'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6246'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.5 M
 DO6246'(1.6 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 16.2 M
 DO6246'(53.1 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 70, 10.1 M
 DO6246'(33.1 FT) SOUTHWEST OF THE CENTER OF A GRAVEL DRIVE TO THE NORTHWEST,
 DO6246'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6246'WITNESS POSTS.
 DO6246'
 DO6246'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTHWEST EXTENDING TO
 DO6246'50 DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTHEAST EXTENDING TO
 DO6246'35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6245 ***********************************************************************
 DO6245  DESIGNATION -  7G64
 DO6245  PID         -  DO6245
 DO6245  STATE/COUNTY-  WI/VILAS
 DO6245  COUNTRY     -  US
 DO6245  USGS QUAD   -  PIKE LAKE (2018)
 DO6245
 DO6245                         *CURRENT SURVEY CONTROL
 DO6245  ______________________________________________________________________
 DO6245* NAD 83(1986) POSITION- 45 55 12.5    (N) 090 00 06.5    (W)   HD_HELD2
 DO6245* NAVD 88 ORTHO HEIGHT -   477.149 (meters)     1565.45  (feet) ADJUSTED
 DO6245  ______________________________________________________________________
 DO6245  GEOID HEIGHT    -        -30.774 (meters)                     GEOID18
 DO6245  DYNAMIC HEIGHT  -        477.136 (meters)     1565.40  (feet) COMP
 DO6245  MODELED GRAVITY -    980,572.8   (mgal)                       NAVD 88
 DO6245
 DO6245  VERT ORDER      -  SECOND    CLASS I
 DO6245
 DO6245.The horizontal coordinates were established by autonomous hand held GPS
 DO6245.observations and have an estimated accuracy of +/- 10 meters.
 DO6245
 DO6245.The orthometric height was determined by differential leveling and
 DO6245.adjusted by the NATIONAL GEODETIC SURVEY
 DO6245.in February 2017.
 DO6245
 DO6245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6245.GEOID18 height accuracy estimate available here.
 DO6245
 DO6245.Click photographs - Photos may exist for this station.
 DO6245
 DO6245.The dynamic height is computed by dividing the NAVD 88
 DO6245.geopotential number by the normal gravity value computed on the
 DO6245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6245.degrees latitude (g = 980.6199 gals.).
 DO6245
 DO6245.The modeled gravity was interpolated from observed gravity values.
 DO6245
 DO6245;                    North         East    Units  Estimated Accuracy
 DO6245;SPC WI N     -    83,744.      599,860.      MT  (+/- 10 meters HH2 GPS)
 DO6245
 DO6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3248789546(NAD 83)
 DO6245
 DO6245                          SUPERSEDED SURVEY CONTROL
 DO6245
 DO6245  NAVD 88 (07/25/13)  477.155  (m)         1565.47   (f) SUPERSEDED  2 1
 DO6245
 DO6245.Superseded values are not recommended for survey control.
 DO6245
 DO6245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6245.See file dsdata.pdf to determine how the superseded data were derived.
 DO6245
 DO6245_MARKER: DD = SURVEY DISK
 DO6245_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO6245_SP_SET: BOX CULVERT
 DO6245_STAMPING: 7G64 2011
 DO6245_MARK LOGO: WIDT
 DO6245_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6245+STABILITY: SURFACE MOTION
 DO6245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6245+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2012
 DO6245
 DO6245  HISTORY     - Date     Condition        Report By
 DO6245  HISTORY     - 2011     MONUMENTED       WIDT
 DO6245  HISTORY     - 20121207 GOOD             WIDT
 DO6245
 DO6245                          STATION DESCRIPTION
 DO6245
 DO6245'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6245'THE STATION IS LOCATED 25.2 MI (40.5 KM) NORTH OF TRIPOLI, 14.6 MI
 DO6245'(23.5 KM) WEST OF WOODRUFF, AND 6.3 MI (10.1 KM) SOUTHWEST OF LAC DU
 DO6245'FLAMBEAU.
 DO6245'
 DO6245'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DO6245'HIGHWAY D ABOUT 10 MI WEST-NORTHWEST OF MINOCQUA, GO WEST ON STATE
 DO6245'HIGHWAY 70 FOR 4.25 MI (6.8 KM) TO CHIPPEWA TRAIL ROAD ON THE RIGHT,
 DO6245'CONTINUE WEST ON STATE HIGHWAY 70 FOR 0.1 MI (0.2 KM) TO A BOX CULVERT
 DO6245'OVER A CREEK AND THE STATION ON THE LEFT.
 DO6245'
 DO6245'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6245'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHEAST
 DO6245'WING WALL OF A DUAL CHAMBER BOX CULVERT OVER A CREEK.  THE STATION
 DO6245'IS 23.9 FT (7.3 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 70 AND 1.2
 DO6245'M (3.9 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DO6245'
 DO6245'NOTE-THIS STATION IS OBSTRUCTED BY A TREE TO THE SOUTH EXTENDING TO
 DO6245'GREATER THAN 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6244 ***********************************************************************
 DO6244  DESIGNATION -  7G65
 DO6244  PID         -  DO6244
 DO6244  STATE/COUNTY-  WI/VILAS
 DO6244  COUNTRY     -  US
 DO6244  USGS QUAD   -  LAC DU FLAMBEAU (2018)
 DO6244
 DO6244                         *CURRENT SURVEY CONTROL
 DO6244  ______________________________________________________________________
 DO6244* NAD 83(1986) POSITION- 45 55 03.53   (N) 089 58 38.91   (W)   HD_HELD1
 DO6244* NAVD 88 ORTHO HEIGHT -   493.732 (meters)     1619.85  (feet) ADJUSTED
 DO6244  ______________________________________________________________________
 DO6244  GEOID HEIGHT    -        -30.780 (meters)                     GEOID18
 DO6244  DYNAMIC HEIGHT  -        493.719 (meters)     1619.81  (feet) COMP
 DO6244  MODELED GRAVITY -    980,572.9   (mgal)                       NAVD 88
 DO6244
 DO6244  VERT ORDER      -  SECOND    CLASS I
 DO6244
 DO6244.The horizontal coordinates were determined by differentially corrected
 DO6244.hand held GPS observations or other comparable positioning techniques
 DO6244.and have an estimated accuracy of +/- 3 meters.
 DO6244
 DO6244.The orthometric height was determined by differential leveling and
 DO6244.adjusted by the NATIONAL GEODETIC SURVEY
 DO6244.in February 2017.
 DO6244
 DO6244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6244.GEOID18 height accuracy estimate available here.
 DO6244
 DO6244.Click photographs - Photos may exist for this station.
 DO6244
 DO6244.The dynamic height is computed by dividing the NAVD 88
 DO6244.geopotential number by the normal gravity value computed on the
 DO6244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6244.degrees latitude (g = 980.6199 gals.).
 DO6244
 DO6244.The modeled gravity was interpolated from observed gravity values.
 DO6244
 DO6244;                    North         East    Units  Estimated Accuracy
 DO6244;SPC WI N     -    83,467.0     601,747.4     MT  (+/- 3 meters HH1 GPS) 
 DO6244
 DO6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR6910889209(NAD 83)
 DO6244
 DO6244                          SUPERSEDED SURVEY CONTROL
 DO6244
 DO6244  NAVD 88 (07/25/13)  493.739  (m)         1619.88   (f) SUPERSEDED  2 1
 DO6244
 DO6244.Superseded values are not recommended for survey control.
 DO6244
 DO6244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6244.See file dsdata.pdf to determine how the superseded data were derived.
 DO6244
 DO6244_MARKER: DD = SURVEY DISK
 DO6244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6244_STAMPING: 7G65 2011
 DO6244_MARK LOGO: WIDT
 DO6244_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6244+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2012
 DO6244
 DO6244  HISTORY     - Date     Condition        Report By
 DO6244  HISTORY     - 2011     MONUMENTED       WIDT
 DO6244  HISTORY     - 20121207 GOOD             WIDT
 DO6244
 DO6244                          STATION DESCRIPTION
 DO6244
 DO6244'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6244'THE STATION IS LOCATED 25.0 MI (40.2 KM) NORTH OF TRIPOLI, 13.5 MI
 DO6244'(21.7 KM) WEST OF WOODRUFF, AND 5.4 MI (8.7 KM) SOUTHWEST OF LAC DU
 DO6244'FLAMBEAU.
 DO6244'
 DO6244'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DO6244'HIGHWAY D ABOUT 10 MI WEST-NORTHWEST OF MINOCQUA, GO WEST ON STATE
 DO6244'HIGHWAY 70 FOR 3.15 MI (5.1 KM) TO BILLS LAKE ROAD ON THE RIGHT, AND
 DO6244'THE STATION ON THE RIGHT, NORTHWEST QUADRANT.
 DO6244'
 DO6244'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6244'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DO6244'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY
 DO6244'0.3 M (1.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  IT IS 17.1 M
 DO6244'(56.1 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 70, 19.8 M
 DO6244'(65.0 FT) WEST OF THE CENTERLINE OF BILLS LAKE ROAD, AND LOCATED IN
 DO6244'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6244'
 DO6244'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DO6244'TO 45 DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTH EXTENDING TO 25
 DO6244'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6243 ***********************************************************************
 DO6243  DESIGNATION -  7G66
 DO6243  PID         -  DO6243
 DO6243  STATE/COUNTY-  WI/VILAS
 DO6243  COUNTRY     -  US
 DO6243  USGS QUAD   -  LAC DU FLAMBEAU (2018)
 DO6243
 DO6243                         *CURRENT SURVEY CONTROL
 DO6243  ______________________________________________________________________
 DO6243* NAD 83(1986) POSITION- 45 54 50.     (N) 089 57 18.     (W)   SCALED
 DO6243* NAVD 88 ORTHO HEIGHT -   497.415 (meters)     1631.94  (feet) ADJUSTED
 DO6243  ______________________________________________________________________
 DO6243  GEOID HEIGHT    -        -30.791 (meters)                     GEOID18
 DO6243  DYNAMIC HEIGHT  -        497.404 (meters)     1631.90  (feet) COMP
 DO6243  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 DO6243
 DO6243  VERT ORDER      -  SECOND    CLASS I
 DO6243
 DO6243.The horizontal coordinates were scaled from a map and have
 DO6243.an estimated accuracy of +/- 6 seconds.
 DO6243
 DO6243.The orthometric height was determined by differential leveling and
 DO6243.adjusted by the NATIONAL GEODETIC SURVEY
 DO6243.in February 2017.
 DO6243
 DO6243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6243.GEOID18 height accuracy estimate available here.
 DO6243
 DO6243.Click photographs - Photos may exist for this station.
 DO6243
 DO6243.The dynamic height is computed by dividing the NAVD 88
 DO6243.geopotential number by the normal gravity value computed on the
 DO6243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6243.degrees latitude (g = 980.6199 gals.).
 DO6243
 DO6243.The modeled gravity was interpolated from observed gravity values.
 DO6243
 DO6243;                    North         East    Units  Estimated Accuracy
 DO6243;SPC WI N     -    83,050.      603,490.      MT  (+/- 180 meters Scaled)
 DO6243
 DO6243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR708887(NAD 83)
 DO6243
 DO6243                          SUPERSEDED SURVEY CONTROL
 DO6243
 DO6243  NAVD 88 (07/25/13)  497.424  (m)         1631.97   (f) SUPERSEDED  2 1
 DO6243
 DO6243.Superseded values are not recommended for survey control.
 DO6243
 DO6243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6243.See file dsdata.pdf to determine how the superseded data were derived.
 DO6243
 DO6243_MARKER: DD = SURVEY DISK
 DO6243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6243_STAMPING: 7G66 2011
 DO6243_MARK LOGO: WIDT
 DO6243_PROJECTION: FLUSH
 DO6243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6243+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 DO6243
 DO6243  HISTORY     - Date     Condition        Report By
 DO6243  HISTORY     - 2011     MONUMENTED       WIDT
 DO6243  HISTORY     - 20121205 GOOD             WIDT
 DO6243
 DO6243                          STATION DESCRIPTION
 DO6243
 DO6243'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6243'THE STATION IS 24.7 MI (39.7 KM) NORTH OF TRIPOLI, 12.4 MI (20.0 KM)
 DO6243'WEST OF WOODRUFF, AND 4.9 MI (7.9 KM) SOUTHWEST OF LAC DU FLAMBEAU.
 DO6243'
 DO6243'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DO6243'HIGHWAY D ABOUT 10 MI WEST-NORTHWEST OF MINOCQUA, GO WEST ON STATE
 DO6243'HIGHWAY 70 FOR 1.5 MI (2.4 KM) TO EAST CLEAR LAKE LANE ON THE LEFT.
 DO6243'CONTINUE WEST ON STATE HIGHWAY 70 FOR 0.5 MI (0.8 KM) TO THE STATION
 DO6243'ON THE RIGHT.
 DO6243'
 DO6243'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6243'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6243'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6243'HIGHWAY PAVEMENT.  THE STATION IS 15.9 M (52.2 FT) NORTH OF THE
 DO6243'CENTERLINE OF STATE HIGHWAY 70, 57.3 M (188.0 FT) NORTH-NORTHEAST OF A
 DO6243'GREEN TELEPHONE JUNCTION BOX -3088-, 6.9 M (22.6 FT) NORTHWEST OF A
 DO6243'CORRUGATED METAL CULVERT, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6243'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6243'
 DO6243'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6243'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING TO
 DO6243'45 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6242 ***********************************************************************
 DO6242  DESIGNATION -  7G67
 DO6242  PID         -  DO6242
 DO6242  STATE/COUNTY-  WI/VILAS
 DO6242  COUNTRY     -  US
 DO6242  USGS QUAD   -  LAC DU FLAMBEAU (2018)
 DO6242
 DO6242                         *CURRENT SURVEY CONTROL
 DO6242  ______________________________________________________________________
 DO6242* NAD 83(1986) POSITION- 45 54 51.     (N) 089 55 36.     (W)   SCALED
 DO6242* NAVD 88 ORTHO HEIGHT -   495.018 (meters)     1624.07  (feet) ADJUSTED
 DO6242  ______________________________________________________________________
 DO6242  GEOID HEIGHT    -        -30.815 (meters)                     GEOID18
 DO6242  DYNAMIC HEIGHT  -        495.011 (meters)     1624.05  (feet) COMP
 DO6242  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 DO6242
 DO6242  VERT ORDER      -  SECOND    CLASS I
 DO6242
 DO6242.The horizontal coordinates were scaled from a map and have
 DO6242.an estimated accuracy of +/- 6 seconds.
 DO6242
 DO6242.The orthometric height was determined by differential leveling and
 DO6242.adjusted by the NATIONAL GEODETIC SURVEY
 DO6242.in February 2017.
 DO6242
 DO6242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6242.GEOID18 height accuracy estimate available here.
 DO6242
 DO6242.Click photographs - Photos may exist for this station.
 DO6242
 DO6242.The dynamic height is computed by dividing the NAVD 88
 DO6242.geopotential number by the normal gravity value computed on the
 DO6242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6242.degrees latitude (g = 980.6199 gals.).
 DO6242
 DO6242.The modeled gravity was interpolated from observed gravity values.
 DO6242
 DO6242;                    North         East    Units  Estimated Accuracy
 DO6242;SPC WI N     -    83,080.      605,690.      MT  (+/- 180 meters Scaled)
 DO6242
 DO6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR730886(NAD 83)
 DO6242
 DO6242                          SUPERSEDED SURVEY CONTROL
 DO6242
 DO6242  NAVD 88 (07/25/13)  495.029  (m)         1624.11   (f) SUPERSEDED  2 1
 DO6242
 DO6242.Superseded values are not recommended for survey control.
 DO6242
 DO6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6242.See file dsdata.pdf to determine how the superseded data were derived.
 DO6242
 DO6242_MARKER: DD = SURVEY DISK
 DO6242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6242_STAMPING: 7G67 2011
 DO6242_MARK LOGO: WIDT
 DO6242_PROJECTION: FLUSH
 DO6242_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6242+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 DO6242
 DO6242  HISTORY     - Date     Condition        Report By
 DO6242  HISTORY     - 2011     MONUMENTED       WIDT
 DO6242  HISTORY     - 20121205 GOOD             WIDT
 DO6242
 DO6242                          STATION DESCRIPTION
 DO6242
 DO6242'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6242'THE STATION IS LOCATED 12.1 MI (19.5 KM) NORTHWEST OF HAZELHURST, 10.9
 DO6242'MI (17.5 KM) WEST OF WOODRUFF, AND 4.1 MI (6.6 KM) SOUTH OF LAC DU
 DO6242'FLAMBEAU.
 DO6242'
 DO6242'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DO6242'HIGHWAY D ABOUT 10 MI WEST-NORTHWEST OF MINOCQUA, GO WEST ON STATE
 DO6242'HIGHWAY 70 FOR 0.65 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DO6242'
 DO6242'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6242'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6242'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6242'HIGHWAY PAVEMENT.  THE STATION IS 21.0 M (68.9 FT) NORTH OF THE
 DO6242'CENTERLINE OF STATE HIGHWAY 70, 19.5 M (64.0 FT) EAST-NORTHEAST OF A
 DO6242'15 INCH (38 CM) CORRUGATED METAL CULVERT, 30.9 M (101.4 FT) SOUTHWEST
 DO6242'OF THE SOUTHERNMOST 6 INCH (15 CM) ANCHOR POST FOR A STEEL GATE, AND
 DO6242'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6242'WITNESS POSTS.
 DO6242'
 DO6242'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DO6242'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6239 ***********************************************************************
 DO6239  DESIGNATION -  7G68
 DO6239  PID         -  DO6239
 DO6239  STATE/COUNTY-  WI/VILAS
 DO6239  COUNTRY     -  US
 DO6239  USGS QUAD   -  FENCE LAKE (2018)
 DO6239
 DO6239                         *CURRENT SURVEY CONTROL
 DO6239  ______________________________________________________________________
 DO6239* NAD 83(1986) POSITION- 45 53 58.55   (N) 089 51 34.82   (W)   HD_HELD1
 DO6239* NAVD 88 ORTHO HEIGHT -   489.108 (meters)     1604.68  (feet) ADJUSTED
 DO6239  ______________________________________________________________________
 DO6239  GEOID HEIGHT    -        -30.913 (meters)                     GEOID18
 DO6239  DYNAMIC HEIGHT  -        489.095 (meters)     1604.64  (feet) COMP
 DO6239  MODELED GRAVITY -    980,574.2   (mgal)                       NAVD 88
 DO6239
 DO6239  VERT ORDER      -  SECOND    CLASS I
 DO6239
 DO6239.The horizontal coordinates were determined by differentially corrected
 DO6239.hand held GPS observations or other comparable positioning techniques
 DO6239.and have an estimated accuracy of +/- 3 meters.
 DO6239
 DO6239.The orthometric height was determined by differential leveling and
 DO6239.adjusted by the NATIONAL GEODETIC SURVEY
 DO6239.in February 2017.
 DO6239
 DO6239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6239.GEOID18 height accuracy estimate available here.
 DO6239
 DO6239.Click photographs - Photos may exist for this station.
 DO6239
 DO6239.The dynamic height is computed by dividing the NAVD 88
 DO6239.geopotential number by the normal gravity value computed on the
 DO6239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6239.degrees latitude (g = 980.6199 gals.).
 DO6239
 DO6239.The modeled gravity was interpolated from observed gravity values.
 DO6239
 DO6239;                    North         East    Units  Estimated Accuracy
 DO6239;SPC WI N     -    81,470.2     610,889.4     MT  (+/- 3 meters HH1 GPS) 
 DO6239
 DO6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7817186869(NAD 83)
 DO6239
 DO6239                          SUPERSEDED SURVEY CONTROL
 DO6239
 DO6239  NAVD 88 (07/25/13)  489.123  (m)         1604.73   (f) SUPERSEDED  2 1
 DO6239
 DO6239.Superseded values are not recommended for survey control.
 DO6239
 DO6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6239.See file dsdata.pdf to determine how the superseded data were derived.
 DO6239
 DO6239_MARKER: DD = SURVEY DISK
 DO6239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6239_STAMPING: 7G68 2011
 DO6239_MARK LOGO: WIDT
 DO6239_PROJECTION: FLUSH
 DO6239_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6239+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 DO6239
 DO6239  HISTORY     - Date     Condition        Report By
 DO6239  HISTORY     - 2011     MONUMENTED       WIDT
 DO6239  HISTORY     - 20121205 GOOD             WIDT
 DO6239
 DO6239                          STATION DESCRIPTION
 DO6239
 DO6239'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6239'THE STATION IS LOCATED 9.0 MI (14.5 KM) NORTHWEST OF HAZELHURST, 7.7
 DO6239'MI (12.4 KM) WEST OF WOODRUFF, AND 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF
 DO6239'LAC DU FLAMBEAU.
 DO6239'
 DO6239'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DO6239'HIGHWAY F APPROXIMATELY 8 MI (12.9 KM) WEST OF MINOCQUA, GO SOUTHEAST
 DO6239'ON STATE HIGHWAY 70 FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DO6239'
 DO6239'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6239'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6239'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M
 DO6239'(3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.8 M (48.6
 DO6239'FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 70, 33.7 M (110.6 FT)
 DO6239'NORTH OF THE NORTHWEST CORNER OF A COMMERCIAL BUILDING, 14.2 M (46.6
 DO6239'FT) WEST-NORTHWEST OF A METAL ADDRESS SIGN POST -LAC DU FLAMBEAU
 DO6239'13519-, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6239'PLASTIC WITNESS POSTS.
 DO6239'
 DO6239'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6239'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE SOUTHEAST
 DO6239'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6238 ***********************************************************************
 DO6238  DESIGNATION -  7G69
 DO6238  PID         -  DO6238
 DO6238  STATE/COUNTY-  WI/ONEIDA
 DO6238  COUNTRY     -  US
 DO6238  USGS QUAD   -  FENCE LAKE (2018)
 DO6238
 DO6238                         *CURRENT SURVEY CONTROL
 DO6238  ______________________________________________________________________
 DO6238* NAD 83(1986) POSITION- 45 53 06.     (N) 089 50 00.     (W)   SCALED
 DO6238* NAVD 88 ORTHO HEIGHT -   487.650 (meters)     1599.90  (feet) ADJUSTED
 DO6238  ______________________________________________________________________
 DO6238  GEOID HEIGHT    -        -30.974 (meters)                     GEOID18
 DO6238  DYNAMIC HEIGHT  -        487.635 (meters)     1599.85  (feet) COMP
 DO6238  MODELED GRAVITY -    980,568.9   (mgal)                       NAVD 88
 DO6238
 DO6238  VERT ORDER      -  SECOND    CLASS I
 DO6238
 DO6238.The horizontal coordinates were scaled from a map and have
 DO6238.an estimated accuracy of +/- 6 seconds.
 DO6238
 DO6238.The orthometric height was determined by differential leveling and
 DO6238.adjusted by the NATIONAL GEODETIC SURVEY
 DO6238.in February 2017.
 DO6238
 DO6238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6238.GEOID18 height accuracy estimate available here.
 DO6238
 DO6238.Click photographs - Photos may exist for this station.
 DO6238
 DO6238.The dynamic height is computed by dividing the NAVD 88
 DO6238.geopotential number by the normal gravity value computed on the
 DO6238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6238.degrees latitude (g = 980.6199 gals.).
 DO6238
 DO6238.The modeled gravity was interpolated from observed gravity values.
 DO6238
 DO6238;                    North         East    Units  Estimated Accuracy
 DO6238;SPC WI N     -    79,850.      612,940.      MT  (+/- 180 meters Scaled)
 DO6238
 DO6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR801851(NAD 83)
 DO6238
 DO6238                          SUPERSEDED SURVEY CONTROL
 DO6238
 DO6238  NAVD 88 (07/25/13)  487.668  (m)         1599.96   (f) SUPERSEDED  2 1
 DO6238
 DO6238.Superseded values are not recommended for survey control.
 DO6238
 DO6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6238.See file dsdata.pdf to determine how the superseded data were derived.
 DO6238
 DO6238_MARKER: DD = SURVEY DISK
 DO6238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6238_STAMPING: 7G69 2011
 DO6238_MARK LOGO: WIDT
 DO6238_PROJECTION: FLUSH
 DO6238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6238+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO6238
 DO6238  HISTORY     - Date     Condition        Report By
 DO6238  HISTORY     - 2011     MONUMENTED       WIDT
 DO6238  HISTORY     - 20121204 GOOD             WIDT
 DO6238
 DO6238                          STATION DESCRIPTION
 DO6238
 DO6238'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6238'THE STATION IS LOCATED 7.4 MI (11.9 KM) NORTHWEST OF HAZELHURST, 6.5
 DO6238'MI (10.5 KM) SOUTHEAST OF LAC DU FLAMBEAU, AND 6.5 MI (10.5 KM) WEST
 DO6238'OF WOODRUFF.
 DO6238'
 DO6238'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DO6238'HIGHWAY F LOCATED APPROXIMATELY 8 MI (12.9 KM) WEST OF MINOCQUA, GO
 DO6238'EAST ON STATE HIGHWAY 70 FOR 1.7 MI (2.7 KM) TO BROWN ROAD ON THE
 DO6238'LEFT.  CONTINUE EAST ON STATE HIGHWAY 70 FOR 0.1 MI (0.2 KM) TO THE
 DO6238'STATION ON THE RIGHT.
 DO6238'
 DO6238'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6238'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6238'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M
 DO6238'(3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.0 M (45.9
 DO6238'FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 70, 11.9 M (39.0 FT) WEST
 DO6238'OF A GRAVEL ENTRANCE TO LAKELAND UPHOLSTERY -11437 AND 11441-, 14.3 M
 DO6238'(46.9 FT) NORTHEAST OF A GREEN TELEPHONE JUNCTION BOX, AND 0.6 M (2.0
 DO6238'FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DO6238'
 DO6238'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6238'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE WEST EXTENDING TO
 DO6238'25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6237 ***********************************************************************
 DO6237  DESIGNATION -  7G70
 DO6237  PID         -  DO6237
 DO6237  STATE/COUNTY-  WI/ONEIDA
 DO6237  COUNTRY     -  US
 DO6237  USGS QUAD   -  FENCE LAKE (2018)
 DO6237
 DO6237                         *CURRENT SURVEY CONTROL
 DO6237  ______________________________________________________________________
 DO6237* NAD 83(1986) POSITION- 45 53 22.0    (N) 089 48 23.5    (W)   HD_HELD2
 DO6237* NAVD 88 ORTHO HEIGHT -   483.285 (meters)     1585.58  (feet) ADJUSTED
 DO6237  ______________________________________________________________________
 DO6237  GEOID HEIGHT    -        -31.022 (meters)                     GEOID18
 DO6237  DYNAMIC HEIGHT  -        483.268 (meters)     1585.52  (feet) COMP
 DO6237  MODELED GRAVITY -    980,565.6   (mgal)                       NAVD 88
 DO6237
 DO6237  VERT ORDER      -  SECOND    CLASS I
 DO6237
 DO6237.The horizontal coordinates were established by autonomous hand held GPS
 DO6237.observations and have an estimated accuracy of +/- 10 meters.
 DO6237
 DO6237.The orthometric height was determined by differential leveling and
 DO6237.adjusted by the NATIONAL GEODETIC SURVEY
 DO6237.in February 2017.
 DO6237
 DO6237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6237.GEOID18 height accuracy estimate available here.
 DO6237
 DO6237.Click photographs - Photos may exist for this station.
 DO6237
 DO6237.The dynamic height is computed by dividing the NAVD 88
 DO6237.geopotential number by the normal gravity value computed on the
 DO6237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6237.degrees latitude (g = 980.6199 gals.).
 DO6237
 DO6237.The modeled gravity was interpolated from observed gravity values.
 DO6237
 DO6237;                    North         East    Units  Estimated Accuracy
 DO6237;SPC WI N     -    80,350.      615,016.      MT  (+/- 10 meters HH2 GPS)
 DO6237
 DO6237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8225485594(NAD 83)
 DO6237
 DO6237                          SUPERSEDED SURVEY CONTROL
 DO6237
 DO6237  NAVD 88 (07/25/13)  483.304  (m)         1585.64   (f) SUPERSEDED  2 1
 DO6237
 DO6237.Superseded values are not recommended for survey control.
 DO6237
 DO6237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6237.See file dsdata.pdf to determine how the superseded data were derived.
 DO6237
 DO6237_MARKER: DD = SURVEY DISK
 DO6237_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6237_SP_SET: PARAPET WALL
 DO6237_STAMPING: 7G70 2011
 DO6237_MARK LOGO: WIDT
 DO6237_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6237
 DO6237  HISTORY     - Date     Condition        Report By
 DO6237  HISTORY     - 2011     MONUMENTED       WIDT
 DO6237  HISTORY     - 20121204 GOOD             WIDT
 DO6237
 DO6237                          STATION DESCRIPTION
 DO6237
 DO6237'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6237'THE STATION IS LOCATED 7.0 MI (11.3 KM) SOUTHEAST OF LAC DU FLAMBEAU,
 DO6237'6.6 MI (10.6 KM) NORTHWEST OF HAZELHURST, AND 5.1 MI (8.2 KM) WEST OF
 DO6237'WOODRUFF.
 DO6237'
 DO6237'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6237'HIGHWAY 70 IN MINOCQUA, GO WEST ON STATE HIGHWAY 70 FOR 5.0 MI (8.0
 DO6237'KM) TO SHISHEBOGAMA ROAD ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY
 DO6237'70 FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER A SMALL STREAM AND THE STATION
 DO6237'ON THE RIGHT, ACROSS THE HIGHWAY FROM THE BLACK BEAR BAR.
 DO6237'
 DO6237'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6237'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DO6237'THE NORTH PARAPET WALL OF THE BRIDGE -B-43-13-, ABOUT 0.8 M (2.6 FT)
 DO6237'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 6.9 M (22.6 FT) NORTH OF
 DO6237'THE CENTERLINE OF STATE HIGHWAY 70, 130 M (426.5 FT) EAST OF BELLWOOD
 DO6237'DRIVE, AND 1.1 M (3.6 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DO6237'
 DO6237'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6237'DEGREES ABOVE THE HORIZON.
 DO6237'
 DO6237'NOTE2-A BRONZE WISDOT SURVEY STATION DISK -6A142- IS SET IN THE WEST
 DO6237'END OF THE SOUTH PARAPET WALL OF THE SAME BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6236 ***********************************************************************
 DO6236  DESIGNATION -  7G71
 DO6236  PID         -  DO6236
 DO6236  STATE/COUNTY-  WI/ONEIDA
 DO6236  COUNTRY     -  US
 DO6236  USGS QUAD   -  FENCE LAKE (2018)
 DO6236
 DO6236                         *CURRENT SURVEY CONTROL
 DO6236  ______________________________________________________________________
 DO6236* NAD 83(1986) POSITION- 45 52 58.62   (N) 089 46 05.23   (W)   HD_HELD1
 DO6236* NAVD 88 ORTHO HEIGHT -   487.790 (meters)     1600.36  (feet) ADJUSTED
 DO6236  ______________________________________________________________________
 DO6236  GEOID HEIGHT    -        -31.089 (meters)                     GEOID18
 DO6236  DYNAMIC HEIGHT  -        487.771 (meters)     1600.30  (feet) COMP
 DO6236  MODELED GRAVITY -    980,561.7   (mgal)                       NAVD 88
 DO6236
 DO6236  VERT ORDER      -  SECOND    CLASS I
 DO6236
 DO6236.The horizontal coordinates were determined by differentially corrected
 DO6236.hand held GPS observations or other comparable positioning techniques
 DO6236.and have an estimated accuracy of +/- 3 meters.
 DO6236
 DO6236.The orthometric height was determined by differential leveling and
 DO6236.adjusted by the NATIONAL GEODETIC SURVEY
 DO6236.in February 2017.
 DO6236
 DO6236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6236.GEOID18 height accuracy estimate available here.
 DO6236
 DO6236.Click photographs - Photos may exist for this station.
 DO6236
 DO6236.The dynamic height is computed by dividing the NAVD 88
 DO6236.geopotential number by the normal gravity value computed on the
 DO6236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6236.degrees latitude (g = 980.6199 gals.).
 DO6236
 DO6236.The modeled gravity was interpolated from observed gravity values.
 DO6236
 DO6236;                    North         East    Units  Estimated Accuracy
 DO6236;SPC WI N     -    79,636.6     617,999.3     MT  (+/- 3 meters HH1 GPS) 
 DO6236
 DO6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8520984768(NAD 83)
 DO6236
 DO6236                          SUPERSEDED SURVEY CONTROL
 DO6236
 DO6236  NAVD 88 (07/25/13)  487.812  (m)         1600.43   (f) SUPERSEDED  2 1
 DO6236
 DO6236.Superseded values are not recommended for survey control.
 DO6236
 DO6236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6236.See file dsdata.pdf to determine how the superseded data were derived.
 DO6236
 DO6236_MARKER: DD = SURVEY DISK
 DO6236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6236_STAMPING: 7G71 2011
 DO6236_MARK LOGO: WIDT
 DO6236_PROJECTION: FLUSH
 DO6236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6236+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO6236
 DO6236  HISTORY     - Date     Condition        Report By
 DO6236  HISTORY     - 2011     MONUMENTED       WIDT
 DO6236  HISTORY     - 20121204 GOOD             WIDT
 DO6236
 DO6236                          STATION DESCRIPTION
 DO6236
 DO6236'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6236'THE STATION IS LOCATED 8.4 MI (13.5 KM) SOUTHEAST OF LAC DU FLAMBEAU,
 DO6236'5.6 MI (9.0 KM) NORTH-NORTHWEST OF HAZELHURST, AND 3.5 MI (5.6 KM)
 DO6236'WEST-SOUTHWEST OF WOODRUFF.
 DO6236'
 DO6236'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6236'HIGHWAY 70 IN MINOCQUA, GO WEST ON STATE HIGHWAY 70 FOR 2.75 MI (4.4
 DO6236'KM) TO RANCHWOOD ROAD ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 70
 DO6236'FOR 0.35 MI (0.6 KM) TO CURTIS LAKE DRIVE ON THE RIGHT AND THE STATION
 DO6236'ON THE RIGHT.
 DO6236'
 DO6236'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6236'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6236'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M
 DO6236'(3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 18.4 M (60.4
 DO6236'FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 70, 21.0 M (68.9 FT) WEST
 DO6236'OF THE CENTERLINE OF CURTIS LAKE DRIVE, 13.7 M (44.9 FT)
 DO6236'WEST-NORTHWEST OF AN 18 INCH (46 CM) CORRUGATED METAL CULVERT, AND 0.6
 DO6236'M (2.0 FT) SOUTH OF A WHITE WITNESS POST.
 DO6236'
 DO6236'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 30
 DO6236'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6235 ***********************************************************************
 DO6235  DESIGNATION -  7G72
 DO6235  PID         -  DO6235
 DO6235  STATE/COUNTY-  WI/ONEIDA
 DO6235  COUNTRY     -  US
 DO6235  USGS QUAD   -  WOODRUFF (2018)
 DO6235
 DO6235                         *CURRENT SURVEY CONTROL
 DO6235  ______________________________________________________________________
 DO6235* NAD 83(1986) POSITION- 45 53 03.93   (N) 089 43 46.25   (W)   HD_HELD1
 DO6235* NAVD 88 ORTHO HEIGHT -   488.191 (meters)     1601.67  (feet) ADJUSTED
 DO6235  ______________________________________________________________________
 DO6235  GEOID HEIGHT    -        -31.155 (meters)                     GEOID18
 DO6235  DYNAMIC HEIGHT  -        488.171 (meters)     1601.61  (feet) COMP
 DO6235  MODELED GRAVITY -    980,560.7   (mgal)                       NAVD 88
 DO6235
 DO6235  VERT ORDER      -  SECOND    CLASS I
 DO6235
 DO6235.The horizontal coordinates were determined by differentially corrected
 DO6235.hand held GPS observations or other comparable positioning techniques
 DO6235.and have an estimated accuracy of +/- 3 meters.
 DO6235
 DO6235.The orthometric height was determined by differential leveling and
 DO6235.adjusted by the NATIONAL GEODETIC SURVEY
 DO6235.in February 2017.
 DO6235
 DO6235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6235.GEOID18 height accuracy estimate available here.
 DO6235
 DO6235.Click photographs - Photos may exist for this station.
 DO6235
 DO6235.The dynamic height is computed by dividing the NAVD 88
 DO6235.geopotential number by the normal gravity value computed on the
 DO6235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6235.degrees latitude (g = 980.6199 gals.).
 DO6235
 DO6235.The modeled gravity was interpolated from observed gravity values.
 DO6235
 DO6235;                    North         East    Units  Estimated Accuracy
 DO6235;SPC WI N     -    79,810.0     620,995.4     MT  (+/- 3 meters HH1 GPS) 
 DO6235
 DO6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8821084829(NAD 83)
 DO6235
 DO6235                          SUPERSEDED SURVEY CONTROL
 DO6235
 DO6235  NAVD 88 (07/25/13)  488.215  (m)         1601.75   (f) SUPERSEDED  2 1
 DO6235
 DO6235.Superseded values are not recommended for survey control.
 DO6235
 DO6235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6235.See file dsdata.pdf to determine how the superseded data were derived.
 DO6235
 DO6235_MARKER: DD = SURVEY DISK
 DO6235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6235_STAMPING: 7G72 2011
 DO6235_MARK LOGO: WIDT
 DO6235_PROJECTION: FLUSH
 DO6235_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6235+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO6235
 DO6235  HISTORY     - Date     Condition        Report By
 DO6235  HISTORY     - 2011     MONUMENTED       WIDT
 DO6235  HISTORY     - 20121204 GOOD             WIDT
 DO6235
 DO6235                          STATION DESCRIPTION
 DO6235
 DO6235'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6235'THE STATION IS LOCATED 9.9 MI (15.9 KM) NORTH OF HAZELHURST, 9.7 MI
 DO6235'(15.6 KM) SOUTHEAST OF LAC DU FLAMBEAU, AND 1.7 MI (2.7 KM) WEST OF
 DO6235'WOODRUFF.
 DO6235'
 DO6235'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6235'HIGHWAY 70 IN MINOCQUA, GO WEST ON STATE HIGHWAY 70 FOR 1.1 MI (1.8
 DO6235'KM) TO NORTHRIDGE WAY ON THE RIGHT AND SOUTHRIDGE WAY ON THE LEFT.
 DO6235'CONTINUE WEST ON STATE HIGHWAY 70 FOR 0.2 MI (0.3 KM) TO THE STATION
 DO6235'ON THE LEFT.
 DO6235'
 DO6235'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6235'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6235'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6235'HIGHWAY PAVEMENT.  THE STATION IS 9.8 M (32.2 FT) SOUTH OF THE BACK OF
 DO6235'CURB FOR STATE HIGHWAY 70, 0.05 MI (0.1 KM) EAST OF MORGAN ROAD, 56.5
 DO6235'M (185.4 FT) NORTH-NORTHEAST OF THE NORTHEAST BUILDING CORNER OF A
 DO6235'BRICK CITGO GAS STATION, 28.0 M (91.9 FT) EAST OF A STREET LIGHT POLE,
 DO6235'2.3 M (7.5 FT) NORTH OF THE BACK OF CURB OF A SMALL GRASS ISLAND, AND
 DO6235'0.6 M (2.0 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DO6235'
 DO6235'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6235'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1744 ***********************************************************************
 DP1744  DESIGNATION -  7G73
 DP1744  PID         -  DP1744
 DP1744  STATE/COUNTY-  WI/VILAS
 DP1744  COUNTRY     -  US
 DP1744  USGS QUAD   -  WOODRUFF (2018)
 DP1744
 DP1744                         *CURRENT SURVEY CONTROL
 DP1744  ______________________________________________________________________
 DP1744* NAD 83(1986) POSITION- 45 55 13.1    (N) 089 39 56.6    (W)   HD_HELD2
 DP1744* NAVD 88 ORTHO HEIGHT -   497.823 (meters)     1633.27  (feet) ADJUSTED
 DP1744  ______________________________________________________________________
 DP1744  GEOID HEIGHT    -        -31.306 (meters)                     GEOID18
 DP1744  DYNAMIC HEIGHT  -        497.801 (meters)     1633.20  (feet) COMP
 DP1744  MODELED GRAVITY -    980,555.6   (mgal)                       NAVD 88
 DP1744
 DP1744  VERT ORDER      -  SECOND    CLASS I
 DP1744
 DP1744.The horizontal coordinates were established by autonomous hand held GPS
 DP1744.observations and have an estimated accuracy of +/- 10 meters.
 DP1744
 DP1744.The orthometric height was determined by differential leveling and
 DP1744.adjusted by the NATIONAL GEODETIC SURVEY
 DP1744.in February 2017.
 DP1744
 DP1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1744.GEOID18 height accuracy estimate available here.
 DP1744
 DP1744.Click photographs - Photos may exist for this station.
 DP1744
 DP1744.The dynamic height is computed by dividing the NAVD 88
 DP1744.geopotential number by the normal gravity value computed on the
 DP1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1744.degrees latitude (g = 980.6199 gals.).
 DP1744
 DP1744.The modeled gravity was interpolated from observed gravity values.
 DP1744
 DP1744;                    North         East    Units  Estimated Accuracy
 DP1744;SPC WI N     -    83,817.      625,930.      MT  (+/- 10 meters HH2 GPS)
 DP1744
 DP1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9329388648(NAD 83)
 DP1744
 DP1744                          SUPERSEDED SURVEY CONTROL
 DP1744
 DP1744  NAVD 88 (03/19/14)  497.849  (m)         1633.36   (f) SUPERSEDED  2 1
 DP1744
 DP1744.Superseded values are not recommended for survey control.
 DP1744
 DP1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1744.See file dsdata.pdf to determine how the superseded data were derived.
 DP1744
 DP1744_MARKER: DD = SURVEY DISK
 DP1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1744_STAMPING: 7G74 2012
 DP1744_MARK LOGO: WIDT
 DP1744_PROJECTION: FLUSH
 DP1744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1744+STABILITY: SURFACE MOTION
 DP1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1744+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2013
 DP1744
 DP1744  HISTORY     - Date     Condition        Report By
 DP1744  HISTORY     - 2012     MONUMENTED       WIDT
 DP1744  HISTORY     - 20130905 GOOD             WIDT
 DP1744
 DP1744                          STATION DESCRIPTION
 DP1744
 DP1744'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1744'THE STATION IS LOCATED APPROXIMATELY 8.7 MI (14.0 KM) WEST-NORTHWEST
 DP1744'OF ST.GERMAIN, 7.9 MI (12.7 KM) SOUTHWEST OF SAYNER AND 2.3 MI (3.7
 DP1744'KM) NORTHEAST OF WOODRUFF.
 DP1744'
 DP1744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DP1744'HIGHWAY 70, LOCATED APPROXIMATELY 1.7 MI (2.7 KM) NORTH OF WOODRUFF,
 DP1744'GO EAST ON STATE HIGHWAY 70 FOR 1.05 MI (1.7 KM) TO OLD 51 NORTH.
 DP1744'CONTINUE EAST ON STATE HIGHWAY 70 FOR 0.35 MI (0.6 KM) TO BIG ARBOR
 DP1744'VITAE DRIVE ON THE LEFT AND THE STATION ON THE LEFT.
 DP1744'
 DP1744'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1744'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1744'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 1.2
 DP1744'M (3.9 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 19.4 M
 DP1744'(63.6 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 70, 73.5 M (241.1
 DP1744'FT) WEST OF THE CENTERLINE OF BIG ARBOR VITAE DRIVE, 24 M (78.7 FT)
 DP1744'WEST OF A STAND OF PINE TREES IN A MOWED AREA AND LOCATED 0.5 M (1.6
 DP1744'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DP1744'
 DP1744'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 25
 DP1744'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1742 ***********************************************************************
 DP1742  DESIGNATION -  7G74
 DP1742  PID         -  DP1742
 DP1742  STATE/COUNTY-  WI/VILAS
 DP1742  COUNTRY     -  US
 DP1742  USGS QUAD   -  SAYNER (2018)
 DP1742
 DP1742                         *CURRENT SURVEY CONTROL
 DP1742  ______________________________________________________________________
 DP1742* NAD 83(1986) POSITION- 45 55 11.2    (N) 089 36 39.9    (W)   HD_HELD2
 DP1742* NAVD 88 ORTHO HEIGHT -   497.222 (meters)     1631.30  (feet) ADJUSTED
 DP1742  ______________________________________________________________________
 DP1742  GEOID HEIGHT    -        -31.411 (meters)                     GEOID18
 DP1742  DYNAMIC HEIGHT  -        497.197 (meters)     1631.22  (feet) COMP
 DP1742  MODELED GRAVITY -    980,548.9   (mgal)                       NAVD 88
 DP1742
 DP1742  VERT ORDER      -  SECOND    CLASS I
 DP1742
 DP1742.The horizontal coordinates were established by autonomous hand held GPS
 DP1742.observations and have an estimated accuracy of +/- 10 meters.
 DP1742
 DP1742.The orthometric height was determined by differential leveling and
 DP1742.adjusted by the NATIONAL GEODETIC SURVEY
 DP1742.in February 2017.
 DP1742
 DP1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1742.GEOID18 height accuracy estimate available here.
 DP1742
 DP1742.Click photographs - Photos may exist for this station.
 DP1742
 DP1742.The dynamic height is computed by dividing the NAVD 88
 DP1742.geopotential number by the normal gravity value computed on the
 DP1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1742.degrees latitude (g = 980.6199 gals.).
 DP1742
 DP1742.The modeled gravity was interpolated from observed gravity values.
 DP1742
 DP1742;                    North         East    Units  Estimated Accuracy
 DP1742;SPC WI N     -    83,777.      630,169.      MT  (+/- 10 meters HH2 GPS)
 DP1742
 DP1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9752788449(NAD 83)
 DP1742
 DP1742                          SUPERSEDED SURVEY CONTROL
 DP1742
 DP1742  NAVD 88 (03/19/14)  497.250  (m)         1631.39   (f) SUPERSEDED  2 1
 DP1742
 DP1742.Superseded values are not recommended for survey control.
 DP1742
 DP1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1742.See file dsdata.pdf to determine how the superseded data were derived.
 DP1742
 DP1742_MARKER: DD = SURVEY DISK
 DP1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1742_STAMPING: 7G74 2012
 DP1742_MARK LOGO: WIDT
 DP1742_PROJECTION: FLUSH
 DP1742_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1742+STABILITY: SURFACE MOTION
 DP1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1742+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2013
 DP1742
 DP1742  HISTORY     - Date     Condition        Report By
 DP1742  HISTORY     - 2012     MONUMENTED       WIDT
 DP1742  HISTORY     - 20130906 GOOD             WIDT
 DP1742
 DP1742                          STATION DESCRIPTION
 DP1742
 DP1742'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1742'THE STATION IS LOCATED APPROXIMATELY 6.1 MI (9.8 KM) WEST-NORTHWEST OF
 DP1742'ST.GERMAIN, 5.9 MI (9.5 KM) SOUTHWEST OF SAYNER AND 4.5 MI (7.2 KM)
 DP1742'NORTHEAST OF WOODRUFF.
 DP1742'
 DP1742'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DP1742'HIGHWAY C, LOCATED APPROXIMATELY 3.3 MI (5.3 KM) NORTHWEST OF
 DP1742'ST.GERMAIN, GO WEST ON STATE HIGHWAY 70 FOR 2.5 MI (4.0 KM) TO BLUE
 DP1742'ISLAND ROAD ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 70 FOR 0.6 MI
 DP1742'(1.0 KM) TO A GRAVEL LOGGING ROAD ON THE RIGHT AND THE STATION ON THE
 DP1742'RIGHT.
 DP1742'
 DP1742'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1742'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1742'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY 1.2
 DP1742'M (3.9 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 20.1 M
 DP1742'(65.9 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 70, ABOUT 174 M
 DP1742'(570.9 FT) WEST OF A PAVED ROAD LEADING SOUTH, 14.0 M (45.9 FT) EAST
 DP1742'OF THE CENTERLINE OF A GRAVEL LOGGING ROAD AND LOCATED IN THE CENTER
 DP1742'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1742'
 DP1742'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 30
 DP1742'DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTH EXTENDING TO 25
 DP1742'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1741 ***********************************************************************
 DP1741  DESIGNATION -  7G75
 DP1741  PID         -  DP1741
 DP1741  STATE/COUNTY-  WI/VILAS
 DP1741  COUNTRY     -  US
 DP1741  USGS QUAD   -  SAYNER (2018)
 DP1741
 DP1741                         *CURRENT SURVEY CONTROL
 DP1741  ______________________________________________________________________
 DP1741* NAD 83(1986) POSITION- 45 55 13.28   (N) 089 34 43.14   (W)   HD_HELD1
 DP1741* NAVD 88 ORTHO HEIGHT -   500.561 (meters)     1642.26  (feet) ADJUSTED
 DP1741  ______________________________________________________________________
 DP1741  GEOID HEIGHT    -        -31.470 (meters)                     GEOID18
 DP1741  DYNAMIC HEIGHT  -        500.534 (meters)     1642.17  (feet) COMP
 DP1741  MODELED GRAVITY -    980,546.9   (mgal)                       NAVD 88
 DP1741
 DP1741  VERT ORDER      -  SECOND    CLASS I
 DP1741
 DP1741.The horizontal coordinates were determined by differentially corrected
 DP1741.hand held GPS observations or other comparable positioning techniques
 DP1741.and have an estimated accuracy of +/- 3 meters.
 DP1741
 DP1741.The orthometric height was determined by differential leveling and
 DP1741.adjusted by the NATIONAL GEODETIC SURVEY
 DP1741.in February 2017.
 DP1741
 DP1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1741.GEOID18 height accuracy estimate available here.
 DP1741
 DP1741.Click photographs - Photos may exist for this station.
 DP1741
 DP1741.The dynamic height is computed by dividing the NAVD 88
 DP1741.geopotential number by the normal gravity value computed on the
 DP1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1741.degrees latitude (g = 980.6199 gals.).
 DP1741
 DP1741.The modeled gravity was interpolated from observed gravity values.
 DP1741
 DP1741;                    North         East    Units  Estimated Accuracy
 DP1741;SPC WI N     -    83,854.4     632,684.3     MT  (+/- 3 meters HH1 GPS) 
 DP1741
 DP1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0004488431(NAD 83)
 DP1741
 DP1741                          SUPERSEDED SURVEY CONTROL
 DP1741
 DP1741  NAVD 88 (03/19/14)  500.588  (m)         1642.35   (f) SUPERSEDED  2 1
 DP1741
 DP1741.Superseded values are not recommended for survey control.
 DP1741
 DP1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1741.See file dsdata.pdf to determine how the superseded data were derived.
 DP1741
 DP1741_MARKER: DD = SURVEY DISK
 DP1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1741_STAMPING: 7G75 2012
 DP1741_MARK LOGO: WIDT
 DP1741_PROJECTION: FLUSH
 DP1741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1741+STABILITY: SURFACE MOTION
 DP1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1741+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2017
 DP1741
 DP1741  HISTORY     - Date     Condition        Report By
 DP1741  HISTORY     - 2012     MONUMENTED       WIDT
 DP1741  HISTORY     - 20130906 GOOD             WIDT
 DP1741  HISTORY     - 20170808 GOOD             WI-125
 DP1741
 DP1741                          STATION DESCRIPTION
 DP1741
 DP1741'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1741'THE STATION IS LOCATED APPROXIMATELY 6.0 MI (9.7 KM) EAST-NORTHEAST OF
 DP1741'WOODRUFF, 5.1 MI (8.2 KM) SOUTH-SOUTHWEST OF SAYNER AND 4.6 MI (7.4
 DP1741'KM) NORTHWEST OF ST.GERMAIN.
 DP1741'
 DP1741'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DP1741'HIGHWAY C, LOCATED APPROXIMATELY 3.3 MI (5.3 KM) NORTHWEST OF
 DP1741'ST.GERMAIN, GO WEST ON STATE HIGHWAY 70 FOR 1.4 MI (2.3 KM) TO THE
 DP1741'STATION ON THE RIGHT.
 DP1741'
 DP1741'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1741'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1741'INCH) DIAMETER CONCRETE POST AND APPROXIMATELY 1.0 M (3.3 FT) HIGHER
 DP1741'THAN THE HIGHWAY PAVEMENT.  THE STATION IS 17.1 M (56.1 FT) NORTH OF
 DP1741'THE CENTERLINE OF STATE HIGHWAY 70, 20 M (65.6 FT) WEST OF THE CENTER
 DP1741'OF A SNOWMOBILE CROSSING, 16.8 M (55.1 FT) EAST OF THE CENTERLINE OF A
 DP1741'GRAVEL DRIVEWAY AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1741'THREE WHITE PLASTIC WITNESS POSTS.
 DP1741'
 DP1741'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DP1741'TO 30 DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTH EXTENDING TO 25
 DP1741'DEGREES ABOVE THE HORIZON.
 DP1741
 DP1741                          STATION RECOVERY (2017)
 DP1741
 DP1741'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2017 (ARJ)
 DP1741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1868 ***********************************************************************
 DP1868  DESIGNATION -  7H01
 DP1868  PID         -  DP1868
 DP1868  STATE/COUNTY-  WI/ONEIDA
 DP1868  COUNTRY     -  US
 DP1868  USGS QUAD   -  RHINELANDER (2018)
 DP1868
 DP1868                         *CURRENT SURVEY CONTROL
 DP1868  ______________________________________________________________________
 DP1868* NAD 83(1986) POSITION- 45 37 58.24   (N) 089 26 37.85   (W)   HD_HELD1
 DP1868* NAVD 88 ORTHO HEIGHT -   490.197 (meters)     1608.25  (feet) ADJUSTED
 DP1868  ______________________________________________________________________
 DP1868  GEOID HEIGHT    -        -31.969 (meters)                     GEOID18
 DP1868  DYNAMIC HEIGHT  -        490.175 (meters)     1608.18  (feet) COMP
 DP1868  MODELED GRAVITY -    980,554.5   (mgal)                       NAVD 88
 DP1868
 DP1868  VERT ORDER      -  SECOND    CLASS I
 DP1868
 DP1868.The horizontal coordinates were determined by differentially corrected
 DP1868.hand held GPS observations or other comparable positioning techniques
 DP1868.and have an estimated accuracy of +/- 3 meters.
 DP1868
 DP1868.The orthometric height was determined by differential leveling and
 DP1868.adjusted by the NATIONAL GEODETIC SURVEY
 DP1868.in February 2017.
 DP1868
 DP1868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1868.GEOID18 height accuracy estimate available here.
 DP1868
 DP1868.Click photographs - Photos may exist for this station.
 DP1868
 DP1868.The dynamic height is computed by dividing the NAVD 88
 DP1868.geopotential number by the normal gravity value computed on the
 DP1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1868.degrees latitude (g = 980.6199 gals.).
 DP1868
 DP1868.The modeled gravity was interpolated from observed gravity values.
 DP1868
 DP1868;                    North         East    Units  Estimated Accuracy
 DP1868;SPC WI N     -    51,964.6     643,364.6     MT  (+/- 3 meters HH1 GPS) 
 DP1868
 DP1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0952056160(NAD 83)
 DP1868
 DP1868                          SUPERSEDED SURVEY CONTROL
 DP1868
 DP1868  NAVD 88 (03/19/14)  490.220  (m)         1608.33   (f) SUPERSEDED  2 1
 DP1868
 DP1868.Superseded values are not recommended for survey control.
 DP1868
 DP1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1868.See file dsdata.pdf to determine how the superseded data were derived.
 DP1868
 DP1868_MARKER: DD = SURVEY DISK
 DP1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1868_STAMPING: 7H01 2012
 DP1868_MARK LOGO: WIDT
 DP1868_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1868+STABILITY: SURFACE MOTION
 DP1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1868+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2014
 DP1868
 DP1868  HISTORY     - Date     Condition        Report By
 DP1868  HISTORY     - 2012     MONUMENTED       WIDT
 DP1868  HISTORY     - 20131024 GOOD             WIDT
 DP1868  HISTORY     - 20141015 GOOD             WIDT
 DP1868
 DP1868                          STATION DESCRIPTION
 DP1868
 DP1868'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1868'THE STATION IS LOCATED APPROXIMATELY 17.8 MI (28.6 KM) SOUTHWEST OF
 DP1868'THREE LAKES, 10.4 MI (16.7 KM) SOUTHEAST OF HARSHAW AND IN THE CITY OF
 DP1868'RHINELANDER.
 DP1868'
 DP1868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH BUSINESS
 DP1868'HIGHWAY 8 AND STATE HIGHWAY 47 ON THE WEST SIDE OF THE CITY OF
 DP1868'RHINELANDER, GO NORTHWEST ON STATE HIGHWAY 47 FOR 0.2 MI (0.3 KM) TO
 DP1868'NORTH RIVER ROAD ON THE LEFT AND WEST DAVENPORT STREET ON THE RIGHT.
 DP1868'TURN LEFT AND GO WEST ON NORTH RIVER ROAD FOR 0.15 MI (0.2 KM) TO
 DP1868'HANSON LAKE ROAD ON THE RIGHT AND THE WISCONSIN DEPARTMENT OF
 DP1868'TRANSPORTATION RHINELANDER MATERIALS LABORATORY FACILITY AND THE
 DP1868'STATION ON THE RIGHT.
 DP1868'
 DP1868'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1868'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHEAST
 DP1868'SIDE OF THE 12 FT (3.7 M) DEEP, 36-INCH DIAMETER CONCRETE BASE FOR THE
 DP1868'CORS STATION OBELISK.
 DP1868'
 DP1868'THE STATION IS 27.6 M (90.6 FT) EAST OF THE CENTERLINE OF HANSON LAKE
 DP1868'ROAD, 17.7 M (58.1 FT) NORTH OF THE CENTERLINE OF NORTH RIVER ROAD,
 DP1868'19.8 M (65.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE MATERIALS
 DP1868'LABORATORY BUILDING AND 17.6 M (57.7 FT) WEST-NORTHWEST OF THE
 DP1868'SOUTHWEST CORNER OF A CHAIN LINK FENCE.
 DP1868
 DP1868                          STATION RECOVERY (2014)
 DP1868
 DP1868'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DP1868'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8745 ***********************************************************************
 DP8745  DESIGNATION -  7H26
 DP8745  PID         -  DP8745
 DP8745  STATE/COUNTY-  WI/ONEIDA
 DP8745  COUNTRY     -  US
 DP8745  USGS QUAD   -  NASHVILLE (2018)
 DP8745
 DP8745                         *CURRENT SURVEY CONTROL
 DP8745  ______________________________________________________________________
 DP8745* NAD 83(1986) POSITION- 45 34 25.45   (N) 089 06 03.63   (W)   HD_HELD1
 DP8745* NAVD 88 ORTHO HEIGHT -   511.965 (meters)     1679.67  (feet) ADJUSTED
 DP8745  ______________________________________________________________________
 DP8745  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 DP8745  DYNAMIC HEIGHT  -        511.927 (meters)     1679.55  (feet) COMP
 DP8745  MODELED GRAVITY -    980,526.4   (mgal)                       NAVD 88
 DP8745
 DP8745  VERT ORDER      -  SECOND    CLASS I
 DP8745
 DP8745.The horizontal coordinates were determined by differentially corrected
 DP8745.hand held GPS observations or other comparable positioning techniques
 DP8745.and have an estimated accuracy of +/- 3 meters.
 DP8745
 DP8745.The orthometric height was determined by differential leveling and
 DP8745.adjusted by the NATIONAL GEODETIC SURVEY
 DP8745.in February 2017.
 DP8745
 DP8745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8745.GEOID18 height accuracy estimate available here.
 DP8745
 DP8745.Click photographs - Photos may exist for this station.
 DP8745
 DP8745.The dynamic height is computed by dividing the NAVD 88
 DP8745.geopotential number by the normal gravity value computed on the
 DP8745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8745.degrees latitude (g = 980.6199 gals.).
 DP8745
 DP8745.The modeled gravity was interpolated from observed gravity values.
 DP8745
 DP8745;                    North         East    Units  Estimated Accuracy
 DP8745;SPC WI N     -    45,640.4     670,170.1     MT  (+/- 3 meters HH1 GPS) 
 DP8745
 DP8745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3607048835(NAD 83)
 DP8745
 DP8745                          SUPERSEDED SURVEY CONTROL
 DP8745
 DP8745.No superseded survey control is available for this station.
 DP8745
 DP8745_MARKER: DD = SURVEY DISK
 DP8745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8745_STAMPING: 7H26 2012
 DP8745_MARK LOGO: WIDT
 DP8745_PROJECTION: FLUSH
 DP8745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8745+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2014
 DP8745
 DP8745  HISTORY     - Date     Condition        Report By
 DP8745  HISTORY     - 2012     MONUMENTED       WIDT
 DP8745  HISTORY     - 20140709 GOOD             WIDT
 DP8745
 DP8745                          STATION DESCRIPTION
 DP8745
 DP8745'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8745'THE STATION IS APPROXIMATELY 9.6 MI (15.4 KM) WEST OF CRANDON, 8.5 MI
 DP8745'(13.7 KM) NORTHWEST OF MOLE LAKE AND 2.5 MI (4.0 KM) EAST OF MONICO.
 DP8745'
 DP8745'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH US HIGHWAY
 DP8745'45 NORTH IN THE COMMUNITY OF MONICO, GO EAST ON US HIGHWAY 8 FOR 2.35
 DP8745'MI (3.8 KM) TO SLYZEWSKI ROAD ON THE RIGHT AND THE STATION ON THE
 DP8745'LEFT.
 DP8745'
 DP8745'THE STATION IS 24.5 M (80.4 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8745'8, 23.5 M (77.1 FT) WEST OF THE EXTENDED CENTER OF SLYZEWSKI ROAD, 8.2
 DP8745'M (26.9 FT) EAST OF THE CENTER OF A DIRT DRIVEWAY LEADING NORTH AND
 DP8745'LOCATED IN THE CENTER OF TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8745'WITNESS POSTS.
 DP8745'
 DP8745'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8745'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8745'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8745'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.6 M
 DP8745'(2.0 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1739 ***********************************************************************
 DP1739  DESIGNATION -  7H61
 DP1739  PID         -  DP1739
 DP1739  STATE/COUNTY-  WI/VILAS
 DP1739  COUNTRY     -  US
 DP1739  USGS QUAD   -  SAYNER (2018)
 DP1739
 DP1739                         *CURRENT SURVEY CONTROL
 DP1739  ______________________________________________________________________
 DP1739* NAD 83(1986) POSITION- 45 54 46.7    (N) 089 30 18.4    (W)   HD_HELD2
 DP1739* NAVD 88 ORTHO HEIGHT -   496.322 (meters)     1628.35  (feet) ADJUSTED
 DP1739  ______________________________________________________________________
 DP1739  GEOID HEIGHT    -        -31.591 (meters)                     GEOID18
 DP1739  DYNAMIC HEIGHT  -        496.295 (meters)     1628.26  (feet) COMP
 DP1739  MODELED GRAVITY -    980,545.2   (mgal)                       NAVD 88
 DP1739
 DP1739  VERT ORDER      -  SECOND    CLASS I
 DP1739
 DP1739.The horizontal coordinates were established by autonomous hand held GPS
 DP1739.observations and have an estimated accuracy of +/- 10 meters.
 DP1739
 DP1739.The orthometric height was determined by differential leveling and
 DP1739.adjusted by the NATIONAL GEODETIC SURVEY
 DP1739.in February 2017.
 DP1739
 DP1739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1739.GEOID18 height accuracy estimate available here.
 DP1739
 DP1739.Click photographs - Photos may exist for this station.
 DP1739
 DP1739.The dynamic height is computed by dividing the NAVD 88
 DP1739.geopotential number by the normal gravity value computed on the
 DP1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1739.degrees latitude (g = 980.6199 gals.).
 DP1739
 DP1739.The modeled gravity was interpolated from observed gravity values.
 DP1739
 DP1739;                    North         East    Units  Estimated Accuracy
 DP1739;SPC WI N     -    83,067.      638,394.      MT  (+/- 10 meters HH2 GPS)
 DP1739
 DP1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0572187429(NAD 83)
 DP1739
 DP1739                          SUPERSEDED SURVEY CONTROL
 DP1739
 DP1739  NAVD 88 (03/19/14)  496.351  (m)         1628.44   (f) SUPERSEDED  2 1
 DP1739
 DP1739.Superseded values are not recommended for survey control.
 DP1739
 DP1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1739.See file dsdata.pdf to determine how the superseded data were derived.
 DP1739
 DP1739_MARKER: DD = SURVEY DISK
 DP1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1739_STAMPING: 7H61 2012
 DP1739_MARK LOGO: WIDT
 DP1739_PROJECTION: FLUSH
 DP1739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1739+STABILITY: SURFACE MOTION
 DP1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1739+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2013
 DP1739
 DP1739  HISTORY     - Date     Condition        Report By
 DP1739  HISTORY     - 2012     MONUMENTED       WIDT
 DP1739  HISTORY     - 20130906 GOOD             WIDT
 DP1739
 DP1739                          STATION DESCRIPTION
 DP1739
 DP1739'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1739'THE STATION IS LOCATED APPROXIMATELY 9.4 MI (15.1 KM) EAST-NORTHEAST
 DP1739'OF WOODRUFF, 5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF SAYNER AND 1.1 MI (1.8
 DP1739'KM) NORTHWEST OF ST.GERMAIN.
 DP1739'
 DP1739'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP1739'HIGHWAY 155 IN ST.GERMAIN, GO WEST ON STATE HIGHWAY 70 FOR 0.75 MI
 DP1739'(1.2 KM) TO SUNRISE LANE ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY
 DP1739'70 FOR ABOUT 500 FT (152.4 M) TO THE STATION ON THE RIGHT.
 DP1739'
 DP1739'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1739'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1739'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1739'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.3 M (46.9 FT)
 DP1739'NORTH OF THE CENTERLINE OF STATE HIGHWAY 70, 9.6 M (31.5 FT) SOUTH OF
 DP1739'THE CENTERLINE OF A PAVED BIKE TRAIL, 32.6 M (107.0 FT) SOUTHEAST OF A
 DP1739'POWER POLE -28L6- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1739'THREE WHITE PLASTIC WITNESS POSTS.
 DP1739'
 DP1739'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1739'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTH AND A
 DP1739'TREE LINE TO THE SOUTH EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1738 ***********************************************************************
 DP1738  DESIGNATION -  7H62
 DP1738  PID         -  DP1738
 DP1738  STATE/COUNTY-  WI/VILAS
 DP1738  COUNTRY     -  US
 DP1738  USGS QUAD   -  SAINT GERMAIN (2018)
 DP1738
 DP1738                         *CURRENT SURVEY CONTROL
 DP1738  ______________________________________________________________________
 DP1738* NAD 83(1986) POSITION- 45 53 55.4    (N) 089 29 06.0    (W)   HD_HELD2
 DP1738* NAVD 88 ORTHO HEIGHT -   496.193 (meters)     1627.93  (feet) ADJUSTED
 DP1738  ______________________________________________________________________
 DP1738  GEOID HEIGHT    -        -31.641 (meters)                     GEOID18
 DP1738  DYNAMIC HEIGHT  -        496.166 (meters)     1627.84  (feet) COMP
 DP1738  MODELED GRAVITY -    980,546.6   (mgal)                       NAVD 88
 DP1738
 DP1738  VERT ORDER      -  SECOND    CLASS I
 DP1738
 DP1738.The horizontal coordinates were established by autonomous hand held GPS
 DP1738.observations and have an estimated accuracy of +/- 10 meters.
 DP1738
 DP1738.The orthometric height was determined by differential leveling and
 DP1738.adjusted by the NATIONAL GEODETIC SURVEY
 DP1738.in February 2017.
 DP1738
 DP1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1738.GEOID18 height accuracy estimate available here.
 DP1738
 DP1738.Click photographs - Photos may exist for this station.
 DP1738
 DP1738.The dynamic height is computed by dividing the NAVD 88
 DP1738.geopotential number by the normal gravity value computed on the
 DP1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1738.degrees latitude (g = 980.6199 gals.).
 DP1738
 DP1738.The modeled gravity was interpolated from observed gravity values.
 DP1738
 DP1738;                    North         East    Units  Estimated Accuracy
 DP1738;SPC WI N     -    81,493.      639,964.      MT  (+/- 10 meters HH2 GPS)
 DP1738
 DP1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0723185797(NAD 83)
 DP1738
 DP1738                          SUPERSEDED SURVEY CONTROL
 DP1738
 DP1738  NAVD 88 (03/19/14)  496.222  (m)         1628.02   (f) SUPERSEDED  2 1
 DP1738
 DP1738.Superseded values are not recommended for survey control.
 DP1738
 DP1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1738.See file dsdata.pdf to determine how the superseded data were derived.
 DP1738
 DP1738_MARKER: DD = SURVEY DISK
 DP1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1738_STAMPING: 7H62 2012
 DP1738_MARK LOGO: WIDT
 DP1738_PROJECTION: FLUSH
 DP1738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1738+STABILITY: SURFACE MOTION
 DP1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1738+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2013
 DP1738
 DP1738  HISTORY     - Date     Condition        Report By
 DP1738  HISTORY     - 2012     MONUMENTED       WIDT
 DP1738  HISTORY     - 20130909 GOOD             WIDT
 DP1738
 DP1738                          STATION DESCRIPTION
 DP1738
 DP1738'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1738'THE STATION IS LOCATED APPROXIMATELY 11.4 MI (18.3 KM) WEST OF EAGLE
 DP1738'RIVER, 7.8 MI (12.6 KM) NORTHEAST OF LAKE TOMAHAWK AND 0.2 MI (0.3 KM)
 DP1738'SOUTH OF ST.GERMAIN.
 DP1738'
 DP1738'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DP1738'HIGHWAY J, ABOUT 0.2 MI (0.3 KM) SOUTH OF ST.GERMAIN.
 DP1738'
 DP1738'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1738'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1738'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.2
 DP1738'M (0.7 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 17.4 M
 DP1738'(57.1 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 70, AT THE EXTENDED
 DP1738'CENTERLINE OF COUNTY HIGHWAY J, 9.1 M (29.9 FT) WEST OF THE CENTERLINE
 DP1738'OF A PAVED DRIVEWAY AND LOCATED 0.3 M (1.0 FT) SOUTH OF A WHITE
 DP1738'PLASTIC WITNESS POST.
 DP1738'
 DP1738'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTHWEST EXTENDING TO
 DP1738'35 DEGREES ABOVE THE HORIZON AND TREES TO THE NORTHWEST AND NORTHEAST
 DP1738'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1737 ***********************************************************************
 DP1737  DESIGNATION -  7H63
 DP1737  PID         -  DP1737
 DP1737  STATE/COUNTY-  WI/VILAS
 DP1737  COUNTRY     -  US
 DP1737  USGS QUAD   -  SAINT GERMAIN (2018)
 DP1737
 DP1737                         *CURRENT SURVEY CONTROL
 DP1737  ______________________________________________________________________
 DP1737* NAD 83(1986) POSITION- 45 53 54.5    (N) 089 26 29.9    (W)   HD_HELD2
 DP1737* NAVD 88 ORTHO HEIGHT -   495.521 (meters)     1625.72  (feet) ADJUSTED
 DP1737  ______________________________________________________________________
 DP1737  GEOID HEIGHT    -        -31.702 (meters)                     GEOID18
 DP1737  DYNAMIC HEIGHT  -        495.494 (meters)     1625.63  (feet) COMP
 DP1737  MODELED GRAVITY -    980,546.8   (mgal)                       NAVD 88
 DP1737
 DP1737  VERT ORDER      -  SECOND    CLASS I
 DP1737
 DP1737.The horizontal coordinates were established by autonomous hand held GPS
 DP1737.observations and have an estimated accuracy of +/- 10 meters.
 DP1737
 DP1737.The orthometric height was determined by differential leveling and
 DP1737.adjusted by the NATIONAL GEODETIC SURVEY
 DP1737.in February 2017.
 DP1737
 DP1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1737.GEOID18 height accuracy estimate available here.
 DP1737
 DP1737.Click photographs - Photos may exist for this station.
 DP1737
 DP1737.The dynamic height is computed by dividing the NAVD 88
 DP1737.geopotential number by the normal gravity value computed on the
 DP1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1737.degrees latitude (g = 980.6199 gals.).
 DP1737
 DP1737.The modeled gravity was interpolated from observed gravity values.
 DP1737
 DP1737;                    North         East    Units  Estimated Accuracy
 DP1737;SPC WI N     -    81,488.      643,329.      MT  (+/- 10 meters HH2 GPS)
 DP1737
 DP1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1059485666(NAD 83)
 DP1737
 DP1737                          SUPERSEDED SURVEY CONTROL
 DP1737
 DP1737  NAVD 88 (03/19/14)  495.550  (m)         1625.82   (f) SUPERSEDED  2 1
 DP1737
 DP1737.Superseded values are not recommended for survey control.
 DP1737
 DP1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1737.See file dsdata.pdf to determine how the superseded data were derived.
 DP1737
 DP1737_MARKER: DD = SURVEY DISK
 DP1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1737_STAMPING: 7H63 2012
 DP1737_MARK LOGO: WIDT
 DP1737_PROJECTION: FLUSH
 DP1737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1737+STABILITY: SURFACE MOTION
 DP1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1737+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2013
 DP1737
 DP1737  HISTORY     - Date     Condition        Report By
 DP1737  HISTORY     - 2012     MONUMENTED       WIDT
 DP1737  HISTORY     - 20130909 GOOD             WIDT
 DP1737
 DP1737                          STATION DESCRIPTION
 DP1737
 DP1737'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1737'THE STATION IS LOCATED APPROXIMATELY 9.3 MI (15.0 KM) NORTHEAST OF
 DP1737'LAKE TOMAHAWK, 9.3 MI (15.0 KM) WEST OF EAGLE RIVER AND 2.2 MI (3.5
 DP1737'KM) EAST OF ST.GERMAIN.
 DP1737'
 DP1737'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DP1737'HIGHWAY O, LOCATED APPROXIMATELY 2.5 MI (4.0 KM) EAST OF ST.GERMAIN,
 DP1737'GO WEST ON STATE HIGHWAY 70 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DP1737'RIGHT.
 DP1737'
 DP1737'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1737'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1737'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 1.0
 DP1737'M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 11.3 M
 DP1737'(37.1 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 70, 61.0 M (200.1
 DP1737'FT) WEST OF THE CENTERLINE OF A PAVED BIKE TRAIL, 7.9 M (25.9 FT)
 DP1737'SOUTHWEST OF A LARGE BILLBOARD SIGN AND LOCATED 0.3 M (1.0 FT) SOUTH
 DP1737'OF A WHITE PLASTIC WITNESS POST.
 DP1737'
 DP1737'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTHWEST AND
 DP1737'SOUTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND TREES TO THE
 DP1737'NORTHWEST AND NORTHEAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1736 ***********************************************************************
 DP1736  DESIGNATION -  7H64
 DP1736  PID         -  DP1736
 DP1736  STATE/COUNTY-  WI/VILAS
 DP1736  COUNTRY     -  US
 DP1736  USGS QUAD   -  SAINT GERMAIN (2018)
 DP1736
 DP1736                         *CURRENT SURVEY CONTROL
 DP1736  ______________________________________________________________________
 DP1736* NAD 83(1986) POSITION- 45 54 04.7    (N) 089 24 04.8    (W)   HD_HELD2
 DP1736* NAVD 88 ORTHO HEIGHT -   496.513 (meters)     1628.98  (feet) ADJUSTED
 DP1736  ______________________________________________________________________
 DP1736  GEOID HEIGHT    -        -31.746 (meters)                     GEOID18
 DP1736  DYNAMIC HEIGHT  -        496.488 (meters)     1628.89  (feet) COMP
 DP1736  MODELED GRAVITY -    980,549.3   (mgal)                       NAVD 88
 DP1736
 DP1736  VERT ORDER      -  SECOND    CLASS I
 DP1736
 DP1736.The horizontal coordinates were established by autonomous hand held GPS
 DP1736.observations and have an estimated accuracy of +/- 10 meters.
 DP1736
 DP1736.The orthometric height was determined by differential leveling and
 DP1736.adjusted by the NATIONAL GEODETIC SURVEY
 DP1736.in February 2017.
 DP1736
 DP1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1736.GEOID18 height accuracy estimate available here.
 DP1736
 DP1736.Click photographs - Photos may exist for this station.
 DP1736
 DP1736.The dynamic height is computed by dividing the NAVD 88
 DP1736.geopotential number by the normal gravity value computed on the
 DP1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1736.degrees latitude (g = 980.6199 gals.).
 DP1736
 DP1736.The modeled gravity was interpolated from observed gravity values.
 DP1736
 DP1736;                    North         East    Units  Estimated Accuracy
 DP1736;SPC WI N     -    81,826.      646,455.      MT  (+/- 10 meters HH2 GPS)
 DP1736
 DP1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1373085885(NAD 83)
 DP1736
 DP1736                          SUPERSEDED SURVEY CONTROL
 DP1736
 DP1736  NAVD 88 (03/19/14)  496.544  (m)         1629.08   (f) SUPERSEDED  2 1
 DP1736
 DP1736.Superseded values are not recommended for survey control.
 DP1736
 DP1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1736.See file dsdata.pdf to determine how the superseded data were derived.
 DP1736
 DP1736_MARKER: DD = SURVEY DISK
 DP1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1736_STAMPING: 7H64 2012
 DP1736_MARK LOGO: WIDT
 DP1736_PROJECTION: FLUSH
 DP1736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1736+STABILITY: SURFACE MOTION
 DP1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1736+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2013
 DP1736
 DP1736  HISTORY     - Date     Condition        Report By
 DP1736  HISTORY     - 2012     MONUMENTED       WIDT
 DP1736  HISTORY     - 20130909 GOOD             WIDT
 DP1736
 DP1736                          STATION DESCRIPTION
 DP1736
 DP1736'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1736'THE STATION IS LOCATED APPROXIMATELY 11.0 MI (17.7 KM) NORTHEAST OF
 DP1736'LAKE TOMAHAWK, 7.3 MI (11.7 KM) WEST-SOUTHWEST OF EAGLE RIVER AND 4.1
 DP1736'MI (6.6 KM) EAST OF ST.GERMAIN.
 DP1736'
 DP1736'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DP1736'HIGHWAY O, LOCATED APPROXIMATELY 2.5 MI (4.0 KM) EAST OF ST.GERMAIN,
 DP1736'GO EAST ON STATE HIGHWAY 70 FOR 1.7 MI (2.7 KM) TO OLD HIGHWAY 70 ON
 DP1736'THE RIGHT AND THE STATION ON THE RIGHT.
 DP1736'
 DP1736'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1736'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1736'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1736'M (1.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 20.1 M
 DP1736'(65.9 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 70, 16.8 M (55.1
 DP1736'FT) WEST OF THE CENTERLINE OF OLD HIGHWAY 70, 11.9 M (39.0 FT)
 DP1736'NORTHEAST OF A UTILITY POLE AND LOCATED IN THE CENTER OF A TRIANGLE
 DP1736'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1736'
 DP1736'NOTE-THIS STATION IS OBSTRUCTED BY LARGE PINE TREES TO THE SOUTHWEST
 DP1736'EXTENDING TO 55 DEGREES ABOVE THE HORIZON, A TREE LINE TO THE NORTH
 DP1736'EXTENDING TO 35 DEGREES ABOVE THE HORIZON, A TREE LINE TO THE EAST
 DP1736'EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH
 DP1736'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1734 ***********************************************************************
 DP1734  DESIGNATION -  7H65
 DP1734  PID         -  DP1734
 DP1734  STATE/COUNTY-  WI/VILAS
 DP1734  COUNTRY     -  US
 DP1734  USGS QUAD   -  EAGLE RIVER WEST (2018)
 DP1734
 DP1734                         *CURRENT SURVEY CONTROL
 DP1734  ______________________________________________________________________
 DP1734* NAD 83(1986) POSITION- 45 54 31.2    (N) 089 20 30.4    (W)   HD_HELD2
 DP1734* NAVD 88 ORTHO HEIGHT -   492.804 (meters)     1616.81  (feet) ADJUSTED
 DP1734  ______________________________________________________________________
 DP1734  GEOID HEIGHT    -        -31.797 (meters)                     GEOID18
 DP1734  DYNAMIC HEIGHT  -        492.782 (meters)     1616.74  (feet) COMP
 DP1734  MODELED GRAVITY -    980,555.3   (mgal)                       NAVD 88
 DP1734
 DP1734  VERT ORDER      -  SECOND    CLASS I
 DP1734
 DP1734.The horizontal coordinates were established by autonomous hand held GPS
 DP1734.observations and have an estimated accuracy of +/- 10 meters.
 DP1734
 DP1734.The orthometric height was determined by differential leveling and
 DP1734.adjusted by the NATIONAL GEODETIC SURVEY
 DP1734.in February 2017.
 DP1734
 DP1734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1734.GEOID18 height accuracy estimate available here.
 DP1734
 DP1734.Click photographs - Photos may exist for this station.
 DP1734
 DP1734.The dynamic height is computed by dividing the NAVD 88
 DP1734.geopotential number by the normal gravity value computed on the
 DP1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1734.degrees latitude (g = 980.6199 gals.).
 DP1734
 DP1734.The modeled gravity was interpolated from observed gravity values.
 DP1734
 DP1734;                    North         East    Units  Estimated Accuracy
 DP1734;SPC WI N     -    82,680.      651,069.      MT  (+/- 10 meters HH2 GPS)
 DP1734
 DP1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1837486566(NAD 83)
 DP1734
 DP1734                          SUPERSEDED SURVEY CONTROL
 DP1734
 DP1734  NAVD 88 (03/19/14)  492.835  (m)         1616.91   (f) SUPERSEDED  2 1
 DP1734
 DP1734.Superseded values are not recommended for survey control.
 DP1734
 DP1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1734.See file dsdata.pdf to determine how the superseded data were derived.
 DP1734
 DP1734_MARKER: DD = SURVEY DISK
 DP1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1734_STAMPING: 7H65 2012
 DP1734_MARK LOGO: WIDT
 DP1734_PROJECTION: FLUSH
 DP1734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1734+STABILITY: SURFACE MOTION
 DP1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1734+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2015
 DP1734
 DP1734  HISTORY     - Date     Condition        Report By
 DP1734  HISTORY     - 2012     MONUMENTED       WIDT
 DP1734  HISTORY     - 20130910 GOOD             WIDT
 DP1734  HISTORY     - 20150528 GOOD             WI-125
 DP1734
 DP1734                          STATION DESCRIPTION
 DP1734
 DP1734'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1734'THE STATION IS LOCATED APPROXIMATELY 13.8 MI (22.2 KM) NORTHEAST OF
 DP1734'LAKE TOMAHAWK, 7.0 MI (11.3 KM) EAST OF ST.GERMAIN AND 4.5 MI (7.2 KM)
 DP1734'WEST OF EAGLE RIVER.
 DP1734'
 DP1734'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP1734'HIGHWAY 17, LOCATED APPROXIMATELY 2.0 MI (3.2 KM) SOUTHWEST OF EAGLE
 DP1734'RIVER, GO WEST ON STATE HIGHWAY 70 FOR 2.05 MI (3.3 KM) TO DEER TRAIL
 DP1734'ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 70 FOR 0.5 MI (0.8 KM)
 DP1734'TO THE STATION ON THE LEFT.
 DP1734'
 DP1734'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1734'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1734'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.8
 DP1734'M (2.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 12.8 M
 DP1734'(42.0 FT) SOUTH OF STATE HIGHWAY 70, ABOUT 150 M (492.1 FT) SOUTHEAST
 DP1734'OF SUNSET ROAD, 24.5 M (80.4 FT) NORTHEAST OF A POWER POLE -3514- AND
 DP1734'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP1734'WITNESS POSTS.
 DP1734'
 DP1734'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1734'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST, SOUTH AND
 DP1734'SOUTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DP1734
 DP1734                          STATION RECOVERY (2015)
 DP1734
 DP1734'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2015 (ARJ)
 DP1734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1856 ***********************************************************************
 DP1856  DESIGNATION -  7H66
 DP1856  PID         -  DP1856
 DP1856  STATE/COUNTY-  WI/VILAS
 DP1856  COUNTRY     -  US
 DP1856  USGS QUAD   -  EAGLE RIVER WEST (2018)
 DP1856
 DP1856                         *CURRENT SURVEY CONTROL
 DP1856  ______________________________________________________________________
 DP1856* NAD 83(1986) POSITION- 45 54 13.1    (N) 089 19 13.3    (W)   HD_HELD2
 DP1856* NAVD 88 ORTHO HEIGHT -   494.651 (meters)     1622.87  (feet) ADJUSTED
 DP1856  ______________________________________________________________________
 DP1856  GEOID HEIGHT    -        -31.840 (meters)                     GEOID18
 DP1856  DYNAMIC HEIGHT  -        494.628 (meters)     1622.79  (feet) COMP
 DP1856  MODELED GRAVITY -    980,553.7   (mgal)                       NAVD 88
 DP1856
 DP1856  VERT ORDER      -  SECOND    CLASS I
 DP1856
 DP1856.The horizontal coordinates were established by autonomous hand held GPS
 DP1856.observations and have an estimated accuracy of +/- 10 meters.
 DP1856
 DP1856.The orthometric height was determined by differential leveling and
 DP1856.adjusted by the NATIONAL GEODETIC SURVEY
 DP1856.in February 2017.
 DP1856
 DP1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1856.GEOID18 height accuracy estimate available here.
 DP1856
 DP1856.Click photographs - Photos may exist for this station.
 DP1856
 DP1856.The dynamic height is computed by dividing the NAVD 88
 DP1856.geopotential number by the normal gravity value computed on the
 DP1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1856.degrees latitude (g = 980.6199 gals.).
 DP1856
 DP1856.The modeled gravity was interpolated from observed gravity values.
 DP1856
 DP1856;                    North         East    Units  Estimated Accuracy
 DP1856;SPC WI N     -    82,135.      652,735.      MT  (+/- 10 meters HH2 GPS)
 DP1856
 DP1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2001885959(NAD 83)
 DP1856
 DP1856                          SUPERSEDED SURVEY CONTROL
 DP1856
 DP1856  NAVD 88 (03/19/14)  494.683  (m)         1622.97   (f) SUPERSEDED  2 1
 DP1856
 DP1856.Superseded values are not recommended for survey control.
 DP1856
 DP1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1856.See file dsdata.pdf to determine how the superseded data were derived.
 DP1856
 DP1856_MARKER: DD = SURVEY DISK
 DP1856_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP1856_SP_SET: RETAINING WALL
 DP1856_STAMPING: 7H66 2012
 DP1856_MARK LOGO: WIDT
 DP1856_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1856+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DP1856
 DP1856  HISTORY     - Date     Condition        Report By
 DP1856  HISTORY     - 2012     MONUMENTED       WIDT
 DP1856  HISTORY     - 20130910 GOOD             WIDT
 DP1856
 DP1856                          STATION DESCRIPTION
 DP1856
 DP1856'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1856'THE STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) EAST OF SAINT
 DP1856'GERMAIN, 7.4 MI (11.9 KM) NORTH OF SUGAR CAMP AND 3.4 MI (5.5 KM)
 DP1856'WEST-SOUTHWEST OF EAGLE RIVER.
 DP1856'
 DP1856'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP1856'HIGHWAY 17, LOCATED APPROXIMATELY 2.0 MI (3.2 KM) SOUTHWEST OF EAGLE
 DP1856'RIVER, GO WEST ON STATE HIGHWAY 70 FOR 1.5 MI (2.4 KM) TO CLOVERLAND
 DP1856'DRIVE ON THE LEFT.  TURN AND GO SOUTH ON CLOVERLAND DRIVE FOR ABOUT
 DP1856'450 FT (137.2 M) TO A DAM ON THE WISCONSIN RIVER AND THE STATION
 DP1856'AHEAD.
 DP1856'
 DP1856'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1856'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A CONCRETE
 DP1856'RETAINING WALL ALONG THE BANK OF THE RIVER ON THE UPSTREAM SIDE OF THE
 DP1856'DAM, APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE PARKING LOT PAVEMENT.
 DP1856'THE STATION IS 8.7 M (28.5 FT) NORTHEAST OF THE NORTHEAST END OF A
 DP1856'CHAIN LINK FENCE, 2.6 M (8.5 FT) SOUTHEAST OF A SIGN -CANOE PORTAGE-,
 DP1856'2.3 M (7.5 FT) SOUTH OF A WHITE PLASTIC WITNESS POST, 2.2 M (7.2 FT)
 DP1856'SOUTH OF THE WEST END OF A SHORT GUARDRAIL AND 0.6 M (2.0 FT)
 DP1856'SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE RETAINING WALL.
 DP1856'
 DP1856'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1856'DEGREES ABOVE THE HORIZON EXCEPT FOR A SIGN TO THE NORTHWEST EXTENDING
 DP1856'TO 30 DEGREES ABOVE THE HORIZON AND PINE TREES TO THE SOUTH EXTENDING
 DP1856'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1733 ***********************************************************************
 DP1733  DESIGNATION -  7H67
 DP1733  PID         -  DP1733
 DP1733  STATE/COUNTY-  WI/VILAS
 DP1733  COUNTRY     -  US
 DP1733  USGS QUAD   -  EAGLE RIVER WEST (2018)
 DP1733
 DP1733                         *CURRENT SURVEY CONTROL
 DP1733  ______________________________________________________________________
 DP1733* NAD 83(1986) POSITION- 45 54 16.4    (N) 089 17 27.1    (W)   HD_HELD2
 DP1733* NAVD 88 ORTHO HEIGHT -   499.964 (meters)     1640.30  (feet) ADJUSTED
 DP1733  ______________________________________________________________________
 DP1733  GEOID HEIGHT    -        -31.866 (meters)                     GEOID18
 DP1733  DYNAMIC HEIGHT  -        499.941 (meters)     1640.22  (feet) COMP
 DP1733  MODELED GRAVITY -    980,553.2   (mgal)                       NAVD 88
 DP1733
 DP1733  VERT ORDER      -  SECOND    CLASS I
 DP1733
 DP1733.The horizontal coordinates were established by autonomous hand held GPS
 DP1733.observations and have an estimated accuracy of +/- 10 meters.
 DP1733
 DP1733.The orthometric height was determined by differential leveling and
 DP1733.adjusted by the NATIONAL GEODETIC SURVEY
 DP1733.in February 2017.
 DP1733
 DP1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1733.GEOID18 height accuracy estimate available here.
 DP1733
 DP1733.Click photographs - Photos may exist for this station.
 DP1733
 DP1733.The dynamic height is computed by dividing the NAVD 88
 DP1733.geopotential number by the normal gravity value computed on the
 DP1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1733.degrees latitude (g = 980.6199 gals.).
 DP1733
 DP1733.The modeled gravity was interpolated from observed gravity values.
 DP1733
 DP1733;                    North         East    Units  Estimated Accuracy
 DP1733;SPC WI N     -    82,257.      655,023.      MT  (+/- 10 meters HH2 GPS)
 DP1733
 DP1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2231085994(NAD 83)
 DP1733
 DP1733                          SUPERSEDED SURVEY CONTROL
 DP1733
 DP1733  NAVD 88 (03/19/14)  499.996  (m)         1640.40   (f) SUPERSEDED  2 1
 DP1733
 DP1733.Superseded values are not recommended for survey control.
 DP1733
 DP1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1733.See file dsdata.pdf to determine how the superseded data were derived.
 DP1733
 DP1733_MARKER: DD = SURVEY DISK
 DP1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1733_STAMPING: 7H67 2012
 DP1733_MARK LOGO: WIDT
 DP1733_PROJECTION: FLUSH
 DP1733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1733+STABILITY: SURFACE MOTION
 DP1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1733+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DP1733
 DP1733  HISTORY     - Date     Condition        Report By
 DP1733  HISTORY     - 2012     MONUMENTED       WIDT
 DP1733  HISTORY     - 20130910 GOOD             WIDT
 DP1733
 DP1733                          STATION DESCRIPTION
 DP1733
 DP1733'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1733'THE STATION IS LOCATED APPROXIMATELY 9.6 MI (15.4 KM) NORTHWEST OF
 DP1733'THREE LAKES, 9.5 MI (15.3 KM) EAST OF ST.GERMAIN AND 2.0 MI (3.2 KM)
 DP1733'SOUTHWEST OF EAGLE RIVER.
 DP1733'
 DP1733'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP1733'HIGHWAY 17, APPROXIMATELY 2.0 MI (3.2 KM) SOUTHWEST OF EAGLE RIVER.
 DP1733'
 DP1733'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1733'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1733'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1733'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 22.6 M (74.1 FT) WEST
 DP1733'OF THE CENTERLINE OF STATE HIGHWAY 17, 36.3 M (119.1 FT) SOUTH OF THE
 DP1733'CENTERLINE OF STATE HIGHWAY 70, 12.0 M (39.4 FT) SOUTHWEST OF THE WEST
 DP1733'END OF A CONCRETE CULVERT UNDER STATE HIGHWAY 17 AND LOCATED IN THE
 DP1733'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1733'
 DP1733'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1733'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTHWEST
 DP1733'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1777 ***********************************************************************
 DP1777  DESIGNATION -  7H68
 DP1777  PID         -  DP1777
 DP1777  STATE/COUNTY-  WI/VILAS
 DP1777  COUNTRY     -  US
 DP1777  USGS QUAD   -  EAGLE RIVER WEST (2018)
 DP1777
 DP1777                         *CURRENT SURVEY CONTROL
 DP1777  ______________________________________________________________________
 DP1777* NAD 83(1986) POSITION- 45 55 00.05   (N) 089 15 10.47   (W)   HD_HELD1
 DP1777* NAVD 88 ORTHO HEIGHT -   499.105 (meters)     1637.48  (feet) ADJUSTED
 DP1777  ______________________________________________________________________
 DP1777  GEOID HEIGHT    -        -31.846 (meters)                     GEOID18
 DP1777  DYNAMIC HEIGHT  -        499.085 (meters)     1637.41  (feet) COMP
 DP1777  MODELED GRAVITY -    980,558.8   (mgal)                       NAVD 88
 DP1777
 DP1777  VERT ORDER      -  SECOND    CLASS I
 DP1777
 DP1777.The horizontal coordinates were determined by differentially corrected
 DP1777.hand held GPS observations or other comparable positioning techniques
 DP1777.and have an estimated accuracy of +/- 3 meters.
 DP1777
 DP1777.The orthometric height was determined by differential leveling and
 DP1777.adjusted by the NATIONAL GEODETIC SURVEY
 DP1777.in February 2017.
 DP1777
 DP1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1777.GEOID18 height accuracy estimate available here.
 DP1777
 DP1777.Click photographs - Photos may exist for this station.
 DP1777
 DP1777.The dynamic height is computed by dividing the NAVD 88
 DP1777.geopotential number by the normal gravity value computed on the
 DP1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1777.degrees latitude (g = 980.6199 gals.).
 DP1777
 DP1777.The modeled gravity was interpolated from observed gravity values.
 DP1777
 DP1777;                    North         East    Units  Estimated Accuracy
 DP1777;SPC WI N     -    83,631.9     657,955.5     MT  (+/- 3 meters HH1 GPS) 
 DP1777
 DP1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2529187258(NAD 83)
 DP1777
 DP1777                          SUPERSEDED SURVEY CONTROL
 DP1777
 DP1777  NAVD 88 (03/19/14)  499.139  (m)         1637.59   (f) SUPERSEDED  2 1
 DP1777
 DP1777.Superseded values are not recommended for survey control.
 DP1777
 DP1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1777.See file dsdata.pdf to determine how the superseded data were derived.
 DP1777
 DP1777_MARKER: DD = SURVEY DISK
 DP1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1777_STAMPING: 7H68 2012
 DP1777_MARK LOGO: WIDT
 DP1777_PROJECTION: FLUSH
 DP1777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1777+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2014
 DP1777
 DP1777  HISTORY     - Date     Condition        Report By
 DP1777  HISTORY     - 2012     MONUMENTED       WIDT
 DP1777  HISTORY     - 20130910 GOOD             WIDT
 DP1777  HISTORY     - 20140813 GOOD             WIDT
 DP1777
 DP1777                          STATION DESCRIPTION
 DP1777
 DP1777'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1777'THE STATION IS LOCATED IN THE CITY OF EAGLE RIVER, ABOUT 11.2 MI (18.0
 DP1777'KM) EAST OF ST.GERMAIN AND 9.4 MI (15.1 KM) NORTHWEST OF THREE LAKES.
 DP1777'
 DP1777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1777'HIGHWAY 32 WITH STATE HIGHWAY 70 AND STATE HIGHWAY 17 IN THE CITY OF
 DP1777'EAGLE RIVER, GO NORTH ON U.S. HIGHWAY 45, STATE HIGHWAY 17 AND STATE
 DP1777'HIGHWAY 32 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DP1777'
 DP1777'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1777'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1777'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND ABOUT LEVEL WITH
 DP1777'THE STREET PAVEMENT.  THE STATION IS 19.8 M (65.0 FT) EAST OF THE
 DP1777'CENTERLINE OF NORTHBOUND U.S. HIGHWAY 45, STATE HIGHWAY 17 AND STATE
 DP1777'HIGHWAY 32, 19.8 M (65.0 FT) WEST OF THE CENTERLINE OF RAILROAD
 DP1777'STREET, 8.5 M (27.9 FT) NORTH OF THE EXTENDED CENTERLINE OF EAST
 DP1777'DIVISION STREET, 3.7 M (12.1 FT) NORTH OF THE NORTH EDGE OF A CONCRETE
 DP1777'SIDEWALK AND 0.6 M (2.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DP1777'
 DP1777'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1777'DEGREES ABOVE THE HORIZON.
 DP1777
 DP1777                          STATION RECOVERY (2014)
 DP1777
 DP1777'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DP1777'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1776 ***********************************************************************
 DP1776  DESIGNATION -  7H69
 DP1776  PID         -  DP1776
 DP1776  STATE/COUNTY-  WI/VILAS
 DP1776  COUNTRY     -  US
 DP1776  USGS QUAD   -  EAGLE RIVER EAST (2018)
 DP1776
 DP1776                         *CURRENT SURVEY CONTROL
 DP1776  ______________________________________________________________________
 DP1776* NAD 83(1986) POSITION- 45 54 36.25   (N) 089 13 32.61   (W)   HD_HELD1
 DP1776* NAVD 88 ORTHO HEIGHT -   500.813 (meters)     1643.08  (feet) ADJUSTED
 DP1776  ______________________________________________________________________
 DP1776  GEOID HEIGHT    -        -31.883 (meters)                     GEOID18
 DP1776  DYNAMIC HEIGHT  -        500.793 (meters)     1643.02  (feet) COMP
 DP1776  MODELED GRAVITY -    980,559.6   (mgal)                       NAVD 88
 DP1776
 DP1776  VERT ORDER      -  SECOND    CLASS I
 DP1776
 DP1776.The horizontal coordinates were determined by differentially corrected
 DP1776.hand held GPS observations or other comparable positioning techniques
 DP1776.and have an estimated accuracy of +/- 3 meters.
 DP1776
 DP1776.The orthometric height was determined by differential leveling and
 DP1776.adjusted by the NATIONAL GEODETIC SURVEY
 DP1776.in February 2017.
 DP1776
 DP1776.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1776.GEOID18 height accuracy estimate available here.
 DP1776
 DP1776.Click photographs - Photos may exist for this station.
 DP1776
 DP1776.The dynamic height is computed by dividing the NAVD 88
 DP1776.geopotential number by the normal gravity value computed on the
 DP1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1776.degrees latitude (g = 980.6199 gals.).
 DP1776
 DP1776.The modeled gravity was interpolated from observed gravity values.
 DP1776
 DP1776;                    North         East    Units  Estimated Accuracy
 DP1776;SPC WI N     -    82,917.3     660,071.4     MT  (+/- 3 meters HH1 GPS) 
 DP1776
 DP1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2737986464(NAD 83)
 DP1776
 DP1776                          SUPERSEDED SURVEY CONTROL
 DP1776
 DP1776  NAVD 88 (03/19/14)  500.847  (m)         1643.20   (f) SUPERSEDED  2 1
 DP1776
 DP1776.Superseded values are not recommended for survey control.
 DP1776
 DP1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1776.See file dsdata.pdf to determine how the superseded data were derived.
 DP1776
 DP1776_MARKER: DD = SURVEY DISK
 DP1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1776_STAMPING: 7H69 2012
 DP1776_MARK LOGO: WIDT
 DP1776_PROJECTION: FLUSH
 DP1776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1776+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2014
 DP1776
 DP1776  HISTORY     - Date     Condition        Report By
 DP1776  HISTORY     - 2012     MONUMENTED       WIDT
 DP1776  HISTORY     - 20130801 GOOD             WIDT
 DP1776  HISTORY     - 20140813 GOOD             WIDT
 DP1776
 DP1776                          STATION DESCRIPTION
 DP1776
 DP1776'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1776'THE STATION IS LOCATED APPROXIMATELY 12.9 MI (20.8 KM) SOUTHWEST OF
 DP1776'PHELPS, 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF THREE LAKES AND 0.5 MI
 DP1776'(0.8 KM) SOUTHEAST OF EAGLE RIVER.
 DP1776'
 DP1776'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1776'HIGHWAY 32 WITH STATE HIGHWAY 70, LOCATED ON THE SOUTHEAST SIDE OF THE
 DP1776'CITY OF EAGLE RIVER, GO SOUTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 32
 DP1776'FOR 0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DP1776'
 DP1776'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1776'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1776'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1776'M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 16.2 M
 DP1776'(53.1 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY
 DP1776'32, 19.8 M (65.0 FT) NORTH-NORTHWEST OF THE EAST LEG OF A CARTERS
 DP1776'CUSTOM FURNITURE SIGN, 18 M (59.1 FT) NORTH OF THE CENTER OF THE
 DP1776'NORTHERN DRIVEWAY FOR A BUSINESS AND 0.6 M (2.0 FT) WEST OF A WHITE
 DP1776'PLASTIC WITNESS POST.
 DP1776'
 DP1776'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1776'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED SIGN TO THE
 DP1776'SOUTHEAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DP1776
 DP1776                          STATION RECOVERY (2014)
 DP1776
 DP1776'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DP1776'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8681 ***********************************************************************
 DP8681  DESIGNATION -  7H70
 DP8681  PID         -  DP8681
 DP8681  STATE/COUNTY-  WI/VILAS
 DP8681  COUNTRY     -  US
 DP8681  USGS QUAD   -  EAGLE RIVER EAST (2018)
 DP8681
 DP8681                         *CURRENT SURVEY CONTROL
 DP8681  ______________________________________________________________________
 DP8681* NAD 83(1986) POSITION- 45 54 41.96   (N) 089 12 19.46   (W)   HD_HELD1
 DP8681* NAVD 88 ORTHO HEIGHT -   501.354 (meters)     1644.86  (feet) ADJUSTED
 DP8681  ______________________________________________________________________
 DP8681  GEOID HEIGHT    -        -31.886 (meters)                     GEOID18
 DP8681  DYNAMIC HEIGHT  -        501.336 (meters)     1644.80  (feet) COMP
 DP8681  MODELED GRAVITY -    980,562.9   (mgal)                       NAVD 88
 DP8681
 DP8681  VERT ORDER      -  SECOND    CLASS I
 DP8681
 DP8681.The horizontal coordinates were determined by differentially corrected
 DP8681.hand held GPS observations or other comparable positioning techniques
 DP8681.and have an estimated accuracy of +/- 3 meters.
 DP8681
 DP8681.The orthometric height was determined by differential leveling and
 DP8681.adjusted by the NATIONAL GEODETIC SURVEY
 DP8681.in February 2017.
 DP8681
 DP8681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8681.GEOID18 height accuracy estimate available here.
 DP8681
 DP8681.Click photographs - Photos may exist for this station.
 DP8681
 DP8681.The dynamic height is computed by dividing the NAVD 88
 DP8681.geopotential number by the normal gravity value computed on the
 DP8681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8681.degrees latitude (g = 980.6199 gals.).
 DP8681
 DP8681.The modeled gravity was interpolated from observed gravity values.
 DP8681
 DP8681;                    North         East    Units  Estimated Accuracy
 DP8681;SPC WI N     -    83,109.1     661,646.0     MT  (+/- 3 meters HH1 GPS) 
 DP8681
 DP8681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2896086596(NAD 83)
 DP8681
 DP8681                          SUPERSEDED SURVEY CONTROL
 DP8681
 DP8681.No superseded survey control is available for this station.
 DP8681
 DP8681_MARKER: DD = SURVEY DISK
 DP8681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8681_STAMPING: 7H70 2012
 DP8681_MARK LOGO: WIDT
 DP8681_PROJECTION: FLUSH
 DP8681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8681+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2014
 DP8681
 DP8681  HISTORY     - Date     Condition        Report By
 DP8681  HISTORY     - 2012     MONUMENTED       WIDT
 DP8681  HISTORY     - 20140813 GOOD             WIDT
 DP8681
 DP8681                          STATION DESCRIPTION
 DP8681
 DP8681'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8681'THE STATION IS APPROXIMATELY 12.3 MI (19.8 KM) SOUTHWEST OF PHELPS,
 DP8681'8.1 MI (13.0 KM) NORTH-NORTHWEST OF THREE LAKES AND 1.1 MI (1.8 KM)
 DP8681'EAST OF EAGLE RIVER.
 DP8681'
 DP8681'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 AND STATE
 DP8681'HIGHWAY 32 WITH STATE HIGHWAY 70 IN THE CITY OF EAGLE RIVER, GO EAST
 DP8681'ON STATE HIGHWAY 70 FOR 0.7 MI (1.1 KM) TO DOLLAR LAKE ROAD ON THE
 DP8681'LEFT.  CONTINUE EAST ON STATE HIGHWAY 70 FOR 0.35 MI (0.6 KM) TO THE
 DP8681'STATION ON THE LEFT.
 DP8681'
 DP8681'THE STATION IS 15.5 M (50.9 FT) NORTH OF THE CENTERLINE OF STATE
 DP8681'HIGHWAY 70, 23.9 M (78.4 FT) EAST-SOUTHEAST OF A POWER POLE -4010
 DP8681'35E2-, 8.5 M (27.9 FT) WEST OF THE CENTER OF A DIRT DRIVEWAY LEADING
 DP8681'NORTH, OPPOSITE THE HIGHWAY FROM THE DRIVEWAY FOR A COMMERCIAL
 DP8681'BUILDING -DYNA MANUFACTURING COMPANY- AND LOCATED IN THE CENTER OF A
 DP8681'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8681'
 DP8681'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DP8681'TO 40 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8681'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8681'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8681'0.8 M (2.6 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8683 ***********************************************************************
 DP8683  DESIGNATION -  7H72
 DP8683  PID         -  DP8683
 DP8683  STATE/COUNTY-  WI/VILAS
 DP8683  COUNTRY     -  US
 DP8683  USGS QUAD   -  EAGLE RIVER EAST (2018)
 DP8683
 DP8683                         *CURRENT SURVEY CONTROL
 DP8683  ______________________________________________________________________
 DP8683* NAD 83(1986) POSITION- 45 55 54.98   (N) 089 08 51.31   (W)   HD_HELD1
 DP8683* NAVD 88 ORTHO HEIGHT -   512.317 (meters)     1680.83  (feet) ADJUSTED
 DP8683  ______________________________________________________________________
 DP8683  GEOID HEIGHT    -        -31.847 (meters)                     GEOID18
 DP8683  DYNAMIC HEIGHT  -        512.303 (meters)     1680.78  (feet) COMP
 DP8683  MODELED GRAVITY -    980,572.3   (mgal)                       NAVD 88
 DP8683
 DP8683  VERT ORDER      -  SECOND    CLASS I
 DP8683
 DP8683.The horizontal coordinates were determined by differentially corrected
 DP8683.hand held GPS observations or other comparable positioning techniques
 DP8683.and have an estimated accuracy of +/- 3 meters.
 DP8683
 DP8683.The orthometric height was determined by differential leveling and
 DP8683.adjusted by the NATIONAL GEODETIC SURVEY
 DP8683.in February 2017.
 DP8683
 DP8683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8683.GEOID18 height accuracy estimate available here.
 DP8683
 DP8683.Click photographs - Photos may exist for this station.
 DP8683
 DP8683.The dynamic height is computed by dividing the NAVD 88
 DP8683.geopotential number by the normal gravity value computed on the
 DP8683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8683.degrees latitude (g = 980.6199 gals.).
 DP8683
 DP8683.The modeled gravity was interpolated from observed gravity values.
 DP8683
 DP8683;                    North         East    Units  Estimated Accuracy
 DP8683;SPC WI N     -    85,409.9     666,107.4     MT  (+/- 3 meters HH1 GPS) 
 DP8683
 DP8683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3350488727(NAD 83)
 DP8683
 DP8683                          SUPERSEDED SURVEY CONTROL
 DP8683
 DP8683.No superseded survey control is available for this station.
 DP8683
 DP8683_MARKER: DD = SURVEY DISK
 DP8683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8683_STAMPING: 7H72 2012
 DP8683_MARK LOGO: WIDT
 DP8683_PROJECTION: FLUSH
 DP8683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8683+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2014
 DP8683
 DP8683  HISTORY     - Date     Condition        Report By
 DP8683  HISTORY     - 2012     MONUMENTED       WIDT
 DP8683  HISTORY     - 20140813 GOOD             WIDT
 DP8683
 DP8683                          STATION DESCRIPTION
 DP8683
 DP8683'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8683'THE STATION IS APPROXIMATELY 9.7 MI (15.6 KM) SOUTH-SOUTHWEST OF
 DP8683'PHELPS, 9.3 MI (15.0 KM) NORTH-NORTHEAST OF THREE LAKES, 5.2 MI (8.4
 DP8683'KM) EAST-NORTHEAST OF EAGLE RIVER.
 DP8683'
 DP8683'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 AND STATE
 DP8683'HIGHWAY 32 WITH STATE HIGHWAY 70 IN THE CITY OF EAGLE RIVER, GO EAST
 DP8683'ON STATE HIGHWAY 70 FOR 3.8 MI (6.1 KM) TO WEST CARPENTER ROAD ON THE
 DP8683'LEFT AND EAST CRANBERRY ROAD ON THE RIGHT.  CONTINUE EAST ON STATE
 DP8683'HIGHWAY 70 FOR 0.45 MI (0.7 KM) TO THE STATION ON THE LEFT.
 DP8683'
 DP8683'THE STATION IS 14.9 M (48.9 FT) NORTH OF THE CENTERLINE OF STATE
 DP8683'HIGHWAY 70, 63.8 M (209.3 FT) EAST OF THE CENTERLINE OF A DRIVEWAY
 DP8683'-3284- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8683'PLASTIC WITNESS POSTS.
 DP8683'
 DP8683'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DP8683'TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH EXTENDING
 DP8683'TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8683'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8683'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8683'0.3 M (1.0 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8685 ***********************************************************************
 DP8685  DESIGNATION -  7H73
 DP8685  PID         -  DP8685
 DP8685  STATE/COUNTY-  WI/VILAS
 DP8685  COUNTRY     -  US
 DP8685  USGS QUAD   -  ANVIL LAKE (2018)
 DP8685
 DP8685                         *CURRENT SURVEY CONTROL
 DP8685  ______________________________________________________________________
 DP8685* NAD 83(1986) POSITION- 45 56 08.06   (N) 089 03 42.58   (W)   HD_HELD1
 DP8685* NAVD 88 ORTHO HEIGHT -   523.410 (meters)     1717.22  (feet) ADJUSTED
 DP8685  ______________________________________________________________________
 DP8685  GEOID HEIGHT    -        -31.911 (meters)                     GEOID18
 DP8685  DYNAMIC HEIGHT  -        523.399 (meters)     1717.18  (feet) COMP
 DP8685  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 DP8685
 DP8685  VERT ORDER      -  SECOND    CLASS I
 DP8685
 DP8685.The horizontal coordinates were determined by differentially corrected
 DP8685.hand held GPS observations or other comparable positioning techniques
 DP8685.and have an estimated accuracy of +/- 3 meters.
 DP8685
 DP8685.The orthometric height was determined by differential leveling and
 DP8685.adjusted by the NATIONAL GEODETIC SURVEY
 DP8685.in February 2017.
 DP8685
 DP8685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8685.GEOID18 height accuracy estimate available here.
 DP8685
 DP8685.Click photographs - Photos may exist for this station.
 DP8685
 DP8685.The dynamic height is computed by dividing the NAVD 88
 DP8685.geopotential number by the normal gravity value computed on the
 DP8685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8685.degrees latitude (g = 980.6199 gals.).
 DP8685
 DP8685.The modeled gravity was interpolated from observed gravity values.
 DP8685
 DP8685;                    North         East    Units  Estimated Accuracy
 DP8685;SPC WI N     -    85,888.7     672,753.1     MT  (+/- 3 meters HH1 GPS) 
 DP8685
 DP8685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4016388956(NAD 83)
 DP8685
 DP8685                          SUPERSEDED SURVEY CONTROL
 DP8685
 DP8685.No superseded survey control is available for this station.
 DP8685
 DP8685_MARKER: DD = SURVEY DISK
 DP8685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8685_STAMPING: 7H73 2012
 DP8685_MARK LOGO: WIDT
 DP8685_PROJECTION: FLUSH
 DP8685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8685+STABILITY: SURFACE MOTION
 DP8685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8685+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2018
 DP8685
 DP8685  HISTORY     - Date     Condition        Report By
 DP8685  HISTORY     - 2012     MONUMENTED       WIDT
 DP8685  HISTORY     - 20140813 GOOD             WIDT
 DP8685  HISTORY     - 20180614 GOOD             WI-125
 DP8685
 DP8685                          STATION DESCRIPTION
 DP8685
 DP8685'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8685'THE STATION IS APPROXIMATELY 10.7 MI (17.2 KM) NORTHEAST OF THREE
 DP8685'LAKES, 9.3 MI (15.0 KM) EAST-NORTHEAST OF EAGLE RIVER AND 9.2 MI (14.8
 DP8685'KM) SOUTH-SOUTHEAST OF PHELPS.
 DP8685'
 DP8685'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 AND STATE
 DP8685'HIGHWAY 32 WITH STATE HIGHWAY 70 IN THE CITY OF EAGLE RIVER, GO EAST
 DP8685'ON STATE HIGHWAY 70 FOR 7.55 MI (12.1 KM) TO MILITARY ROAD.  CONTINUE
 DP8685'EAST ON STATE HIGHWAY 70 FOR 0.85 MI (1.4 KM) TO THE STATION ON THE
 DP8685'LEFT.
 DP8685'
 DP8685'THE STATION IS 21.9 M (71.9 FT) NORTH OF THE CENTERLINE OF STATE
 DP8685'HIGHWAY 70, 19.3 M (63.3 FT) EAST OF THE CENTERLINE OF FOREST ROAD
 DP8685'2197, 14.2 M (46.6 FT) NORTHWEST OF THE NORTHWEST POST OF A SIGN
 DP8685'-ANVIL LAKE-, 7.8 M (25.6 FT) SOUTHEAST OF A SIGN POST -USFS
 DP8685'DEPARTMENT OF AGRICULTURE- AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8685'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8685'
 DP8685'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DP8685'TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH EXTENDING
 DP8685'TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8685'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8685'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8685'WITH THE HIGHWAY GRADE.
 DP8685
 DP8685                          STATION RECOVERY (2018)
 DP8685
 DP8685'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2018 (ARJ)
 DP8685'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8744 ***********************************************************************
 DP8744  DESIGNATION -  7J01
 DP8744  PID         -  DP8744
 DP8744  STATE/COUNTY-  WI/FOREST
 DP8744  COUNTRY     -  US
 DP8744  USGS QUAD   -  NASHVILLE (2018)
 DP8744
 DP8744                         *CURRENT SURVEY CONTROL
 DP8744  ______________________________________________________________________
 DP8744* NAD 83(1986) POSITION- 45 34 20.01   (N) 089 01 33.63   (W)   HD_HELD1
 DP8744* NAVD 88 ORTHO HEIGHT -   493.560 (meters)     1619.29  (feet) ADJUSTED
 DP8744  ______________________________________________________________________
 DP8744  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 DP8744  DYNAMIC HEIGHT  -        493.524 (meters)     1619.17  (feet) COMP
 DP8744  MODELED GRAVITY -    980,526.3   (mgal)                       NAVD 88
 DP8744
 DP8744  VERT ORDER      -  SECOND    CLASS I
 DP8744
 DP8744.The horizontal coordinates were determined by differentially corrected
 DP8744.hand held GPS observations or other comparable positioning techniques
 DP8744.and have an estimated accuracy of +/- 3 meters.
 DP8744
 DP8744.The orthometric height was determined by differential leveling and
 DP8744.adjusted by the NATIONAL GEODETIC SURVEY
 DP8744.in February 2017.
 DP8744
 DP8744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8744.GEOID18 height accuracy estimate available here.
 DP8744
 DP8744.Click photographs - Photos may exist for this station.
 DP8744
 DP8744.The dynamic height is computed by dividing the NAVD 88
 DP8744.geopotential number by the normal gravity value computed on the
 DP8744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8744.degrees latitude (g = 980.6199 gals.).
 DP8744
 DP8744.The modeled gravity was interpolated from observed gravity values.
 DP8744
 DP8744;                    North         East    Units  Estimated Accuracy
 DP8744;SPC WI N     -    45,541.5     676,025.9     MT  (+/- 3 meters HH1 GPS) 
 DP8744
 DP8744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4191748516(NAD 83)
 DP8744
 DP8744                          SUPERSEDED SURVEY CONTROL
 DP8744
 DP8744.No superseded survey control is available for this station.
 DP8744
 DP8744_MARKER: DD = SURVEY DISK
 DP8744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8744_STAMPING: 7J01 2012
 DP8744_MARK LOGO: WIDT
 DP8744_PROJECTION: FLUSH
 DP8744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8744+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2014
 DP8744
 DP8744  HISTORY     - Date     Condition        Report By
 DP8744  HISTORY     - 2012     MONUMENTED       WIDT
 DP8744  HISTORY     - 20140709 GOOD             WIDT
 DP8744
 DP8744                          STATION DESCRIPTION
 DP8744
 DP8744'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8744'THE STATION IS APPROXIMATELY 6.3 MI (10.1 KM) NORTH-NORTHWEST OF MOLE
 DP8744'LAKE, 6.0 MI (9.7 KM) EAST OF MONICO AND 6.0 MI (9.7 KM) WEST OF
 DP8744'CRANDON.
 DP8744'
 DP8744'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8744'HIGHWAY SOUTH ABOUT 2 MI (3.2 KM) WEST OF THE CITY OF CRANDON, GO WEST
 DP8744'ON US HIGHWAY 8 FOR 3.85 MI (6.2 KM) TO OLD 8 ROAD.  CONTINUE WEST ON
 DP8744'US HIGHWAY 8 FOR ABOUT 150 FT (45.7 M) TO THE STATION ON THE RIGHT.
 DP8744'
 DP8744'THE STATION IS 9.8 M (32.2 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8744'8, 50.9 M (167.0 FT) WEST OF THE CENTERLINE OF OLD 8 ROAD, 10 M (32.8
 DP8744'FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY TO THE SOUTH AND LOCATED
 DP8744'BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8744'
 DP8744'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8744'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8744'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8744'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.6 M
 DP8744'(2.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8746 ***********************************************************************
 DP8746  DESIGNATION -  7J02
 DP8746  PID         -  DP8746
 DP8746  STATE/COUNTY-  WI/FOREST
 DP8746  COUNTRY     -  US
 DP8746  USGS QUAD   -  LAKE LUCERNE (2018)
 DP8746
 DP8746                         *CURRENT SURVEY CONTROL
 DP8746  ______________________________________________________________________
 DP8746* NAD 83(1986) POSITION- 45 33 57.93   (N) 088 52 16.72   (W)   HD_HELD1
 DP8746* NAVD 88 ORTHO HEIGHT -   515.212 (meters)     1690.32  (feet) ADJUSTED
 DP8746  ______________________________________________________________________
 DP8746  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 DP8746  DYNAMIC HEIGHT  -        515.166 (meters)     1690.17  (feet) COMP
 DP8746  MODELED GRAVITY -    980,511.9   (mgal)                       NAVD 88
 DP8746
 DP8746  VERT ORDER      -  SECOND    CLASS I
 DP8746
 DP8746.The horizontal coordinates were determined by differentially corrected
 DP8746.hand held GPS observations or other comparable positioning techniques
 DP8746.and have an estimated accuracy of +/- 3 meters.
 DP8746
 DP8746.The orthometric height was determined by differential leveling and
 DP8746.adjusted by the NATIONAL GEODETIC SURVEY
 DP8746.in February 2017.
 DP8746
 DP8746.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8746.GEOID18 height accuracy estimate available here.
 DP8746
 DP8746.Click photographs - Photos may exist for this station.
 DP8746
 DP8746.The dynamic height is computed by dividing the NAVD 88
 DP8746.geopotential number by the normal gravity value computed on the
 DP8746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8746.degrees latitude (g = 980.6199 gals.).
 DP8746
 DP8746.The modeled gravity was interpolated from observed gravity values.
 DP8746
 DP8746;                    North         East    Units  Estimated Accuracy
 DP8746;SPC WI N     -    45,019.7     688,109.9     MT  (+/- 3 meters HH1 GPS) 
 DP8746
 DP8746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5397247542(NAD 83)
 DP8746
 DP8746                          SUPERSEDED SURVEY CONTROL
 DP8746
 DP8746.No superseded survey control is available for this station.
 DP8746
 DP8746_MARKER: DD = SURVEY DISK
 DP8746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8746_STAMPING: 7J02 2012
 DP8746_MARK LOGO: WIDT
 DP8746_PROJECTION: FLUSH
 DP8746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8746+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2014
 DP8746
 DP8746  HISTORY     - Date     Condition        Report By
 DP8746  HISTORY     - 2012     MONUMENTED       WIDT
 DP8746  HISTORY     - 20140820 GOOD             WIDT
 DP8746
 DP8746                          STATION DESCRIPTION
 DP8746
 DP8746'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8746'THE STATION IS LOCATED APPROXIMATELY 13.5 MI (21.7 KM) NORTHWEST OF
 DP8746'WABENO, 9.5 MI (15.3 KM) WEST OF LAONA AND 1.0 MI (1.6 KM) EAST OF
 DP8746'CRANDON.
 DP8746'
 DP8746'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 AND STATE
 DP8746'HIGHWAY 32 WITH COUNTY HIGHWAY WEST ABOUT 1 MI (1.6 KM) EAST OF THE
 DP8746'CITY OF CRANDON, GO SOUTH ON COUNTY HIGHWAY WEST FOR 0.1 MI (0.2 KM)
 DP8746'TO A DRIVEWAY ON THE LEFT WHICH LEADS TO THE FOREST COUNTY HIGHWAY
 DP8746'SHOP AND THE STATION ON THE LEFT.
 DP8746'
 DP8746'THE STATION IS 44.5 M (146.0 FT) EAST OF THE CENTERLINE OF COUNTY
 DP8746'HIGHWAY WEST, 99.1 M (325.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DP8746'THE FOREST COUNTY HIGHWAY SHOP BUILDING, 11.1 M (36.4 FT) SOUTH OF THE
 DP8746'CENTERLINE OF THE ASPHALT DRIVEWAY AND 1 M (3.3 FT) NORTH OF A WHITE
 DP8746'PLASTIC WITNESS POST.
 DP8746'
 DP8746'NOTE-THE STATION HAS NO OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DP8746'ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8746'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8746'A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY LEVEL WITH THE
 DP8746'ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8689 ***********************************************************************
 DP8689  DESIGNATION -  7J31
 DP8689  PID         -  DP8689
 DP8689  STATE/COUNTY-  WI/FOREST
 DP8689  COUNTRY     -  US
 DP8689  USGS QUAD   -  MONICO NE (2018)
 DP8689
 DP8689                         *CURRENT SURVEY CONTROL
 DP8689  ______________________________________________________________________
 DP8689* NAD 83(1986) POSITION- 45 44 01.60   (N) 089 02 41.71   (W)   HD_HELD1
 DP8689* NAVD 88 ORTHO HEIGHT -   503.562 (meters)     1652.10  (feet) ADJUSTED
 DP8689  ______________________________________________________________________
 DP8689  GEOID HEIGHT    -        -32.580 (meters)                     GEOID18
 DP8689  DYNAMIC HEIGHT  -        503.534 (meters)     1652.01  (feet) COMP
 DP8689  MODELED GRAVITY -    980,544.3   (mgal)                       NAVD 88
 DP8689
 DP8689  VERT ORDER      -  SECOND    CLASS I
 DP8689
 DP8689.The horizontal coordinates were determined by differentially corrected
 DP8689.hand held GPS observations or other comparable positioning techniques
 DP8689.and have an estimated accuracy of +/- 3 meters.
 DP8689
 DP8689.The orthometric height was determined by differential leveling and
 DP8689.adjusted by the NATIONAL GEODETIC SURVEY
 DP8689.in February 2017.
 DP8689
 DP8689.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8689.GEOID18 height accuracy estimate available here.
 DP8689
 DP8689.Click photographs - Photos may exist for this station.
 DP8689
 DP8689.The dynamic height is computed by dividing the NAVD 88
 DP8689.geopotential number by the normal gravity value computed on the
 DP8689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8689.degrees latitude (g = 980.6199 gals.).
 DP8689
 DP8689.The modeled gravity was interpolated from observed gravity values.
 DP8689
 DP8689;                    North         East    Units  Estimated Accuracy
 DP8689;SPC WI N     -    63,477.7     674,334.0     MT  (+/- 3 meters HH1 GPS) 
 DP8689
 DP8689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4090066502(NAD 83)
 DP8689
 DP8689                          SUPERSEDED SURVEY CONTROL
 DP8689
 DP8689.No superseded survey control is available for this station.
 DP8689
 DP8689_MARKER: DD = SURVEY DISK
 DP8689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8689_STAMPING: 7J31 2012
 DP8689_MARK LOGO: WIDT
 DP8689_PROJECTION: FLUSH
 DP8689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8689+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 DP8689
 DP8689  HISTORY     - Date     Condition        Report By
 DP8689  HISTORY     - 2012     MONUMENTED       WIDT
 DP8689  HISTORY     - 20140722 GOOD             WIDT
 DP8689
 DP8689                          STATION DESCRIPTION
 DP8689
 DP8689'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8689'THE STATION IS APPROXIMATELY 20.3 MI (32.7 KM) SOUTHWEST OF ALVIN, 7.2
 DP8689'MI (11.6 KM) SOUTHEAST OF THREE LAKES AND 3.9 MI (6.3 KM) NORTHWEST OF
 DP8689'HILES.
 DP8689'
 DP8689'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8689'HIGHWAY SOUTH ABOUT 3.5 MI (5.6 KM) NORTHWEST OF THE COMMUNITY OF
 DP8689'ARGONNE, GO WEST THEN CURVE NORTHWEST ON STATE HIGHWAY 32 FOR 2.7 MI
 DP8689'(4.3 KM) TO THE HILES TOWN SHOP ON THE RIGHT.  CONTINUE NORTHWEST ON
 DP8689'STATE HIGHWAY 32 FOR 3.05 MI (4.9 KM) TO NELSON LANDING ON THE LEFT.
 DP8689'CONTINUE NORTHWEST ON STATE HIGHWAY 32 FOR 0.7 MI (1.1 KM) TO A TRACK
 DP8689'ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DP8689'
 DP8689'THE STATION IS 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DP8689'32, 4.3 M (14.1 FT) SOUTH OF THE CENTER OF A TRACK ROAD AND LOCATED IN
 DP8689'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8689'
 DP8689'NOTE-THIS STATION IS OBSTRUCTED BY TREES AND IS NOT SUITABLE FOR GPS
 DP8689'OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8689'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8689'A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD
 DP8689'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8707 ***********************************************************************
 DP8707  DESIGNATION -  7J32
 DP8707  PID         -  DP8707
 DP8707  STATE/COUNTY-  WI/FOREST
 DP8707  COUNTRY     -  US
 DP8707  USGS QUAD   -  MONICO NE (2018)
 DP8707
 DP8707                         *CURRENT SURVEY CONTROL
 DP8707  ______________________________________________________________________
 DP8707* NAD 83(1986) POSITION- 45 43 33.34   (N) 089 01 12.25   (W)   HD_HELD1
 DP8707* NAVD 88 ORTHO HEIGHT -   517.373 (meters)     1697.41  (feet) ADJUSTED
 DP8707  ______________________________________________________________________
 DP8707  GEOID HEIGHT    -        -32.637 (meters)                     GEOID18
 DP8707  DYNAMIC HEIGHT  -        517.345 (meters)     1697.32  (feet) COMP
 DP8707  MODELED GRAVITY -    980,544.2   (mgal)                       NAVD 88
 DP8707
 DP8707  VERT ORDER      -  SECOND    CLASS I
 DP8707
 DP8707.The horizontal coordinates were determined by differentially corrected
 DP8707.hand held GPS observations or other comparable positioning techniques
 DP8707.and have an estimated accuracy of +/- 3 meters.
 DP8707
 DP8707.The orthometric height was determined by differential leveling and
 DP8707.adjusted by the NATIONAL GEODETIC SURVEY
 DP8707.in February 2017.
 DP8707
 DP8707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8707.GEOID18 height accuracy estimate available here.
 DP8707
 DP8707.Click photographs - Photos may exist for this station.
 DP8707
 DP8707.The dynamic height is computed by dividing the NAVD 88
 DP8707.geopotential number by the normal gravity value computed on the
 DP8707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8707.degrees latitude (g = 980.6199 gals.).
 DP8707
 DP8707.The modeled gravity was interpolated from observed gravity values.
 DP8707
 DP8707;                    North         East    Units  Estimated Accuracy
 DP8707;SPC WI N     -    62,628.8     676,278.7     MT  (+/- 3 meters HH1 GPS) 
 DP8707
 DP8707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4281165581(NAD 83)
 DP8707
 DP8707                          SUPERSEDED SURVEY CONTROL
 DP8707
 DP8707.No superseded survey control is available for this station.
 DP8707
 DP8707_MARKER: DD = SURVEY DISK
 DP8707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8707_STAMPING: 7J32 2012
 DP8707_MARK LOGO: WIDT
 DP8707_PROJECTION: FLUSH
 DP8707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8707+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 DP8707
 DP8707  HISTORY     - Date     Condition        Report By
 DP8707  HISTORY     - 2012     MONUMENTED       WIDT
 DP8707  HISTORY     - 20140722 GOOD             WIDT
 DP8707
 DP8707                          STATION DESCRIPTION
 DP8707
 DP8707'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8707'THE STATION IS APPROXIMATELY 20.2 MI (32.5 KM) SOUTHWEST OF ALVIN, 8.5
 DP8707'MI (13.7 KM) SOUTHEAST OF THREE LAKES AND 2.5 MI (4.0 KM) NORTHWEST OF
 DP8707'HILES.
 DP8707'
 DP8707'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8707'HIGHWAY SOUTH ABOUT 3.5 MI (5.6 KM) NORTHWEST OF THE COMMUNITY OF
 DP8707'ARGONNE, GO WEST THEN CURVE NORTHWEST ON STATE HIGHWAY 32 FOR 2.7 MI
 DP8707'(4.3 KM) TO THE HILES TOWN SHOP ON THE RIGHT.  CONTINUE NORTHWEST ON
 DP8707'STATE HIGHWAY 32 FOR 2.5 MI (4.0 KM) TO BROWNS LANDING ROAD ON THE
 DP8707'LEFT AND THE STATION ON THE LEFT.
 DP8707'
 DP8707'THE STATION IS 10.1 M (33.1 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DP8707'HIGHWAY 32, 10.7 M (35.1 FT) NORTHWEST OF THE CENTERLINE OF BROWNS
 DP8707'LANDING ROAD, 5.5 M (18.0 FT) NORTH OF A SIGN -BROWNS LANDING RD- AND
 DP8707'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8707'WITNESS POSTS.
 DP8707'
 DP8707'NOTE-THIS STATION IS OBSTRUCTED BY TREES AND IS NOT SUITABLE FOR GPS
 DP8707'OBSERVATIONS.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8707'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8707'A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.3 M (1.0 FT)
 DP8707'LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8706 ***********************************************************************
 DP8706  DESIGNATION -  7J33
 DP8706  PID         -  DP8706
 DP8706  STATE/COUNTY-  WI/FOREST
 DP8706  COUNTRY     -  US
 DP8706  USGS QUAD   -  ARGONNE (2018)
 DP8706
 DP8706                         *CURRENT SURVEY CONTROL
 DP8706  ______________________________________________________________________
 DP8706* NAD 83(1986) POSITION- 45 41 21.13   (N) 088 57 48.25   (W)   HD_HELD1
 DP8706* NAVD 88 ORTHO HEIGHT -   508.062 (meters)     1666.87  (feet) ADJUSTED
 DP8706  ______________________________________________________________________
 DP8706  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 DP8706  DYNAMIC HEIGHT  -        508.034 (meters)     1666.77  (feet) COMP
 DP8706  MODELED GRAVITY -    980,544.8   (mgal)                       NAVD 88
 DP8706
 DP8706  VERT ORDER      -  SECOND    CLASS I
 DP8706
 DP8706.The horizontal coordinates were determined by differentially corrected
 DP8706.hand held GPS observations or other comparable positioning techniques
 DP8706.and have an estimated accuracy of +/- 3 meters.
 DP8706
 DP8706.The orthometric height was determined by differential leveling and
 DP8706.adjusted by the NATIONAL GEODETIC SURVEY
 DP8706.in February 2017.
 DP8706
 DP8706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8706.GEOID18 height accuracy estimate available here.
 DP8706
 DP8706.Click photographs - Photos may exist for this station.
 DP8706
 DP8706.The dynamic height is computed by dividing the NAVD 88
 DP8706.geopotential number by the normal gravity value computed on the
 DP8706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8706.degrees latitude (g = 980.6199 gals.).
 DP8706
 DP8706.The modeled gravity was interpolated from observed gravity values.
 DP8706
 DP8706;                    North         East    Units  Estimated Accuracy
 DP8706;SPC WI N     -    58,603.5     680,742.7     MT  (+/- 3 meters HH1 GPS) 
 DP8706
 DP8706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4712061391(NAD 83)
 DP8706
 DP8706                          SUPERSEDED SURVEY CONTROL
 DP8706
 DP8706.No superseded survey control is available for this station.
 DP8706
 DP8706_MARKER: DD = SURVEY DISK
 DP8706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8706_STAMPING: 7J33 2012
 DP8706_MARK LOGO: WIDT
 DP8706_PROJECTION: FLUSH
 DP8706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8706+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 DP8706
 DP8706  HISTORY     - Date     Condition        Report By
 DP8706  HISTORY     - 2012     MONUMENTED       WIDT
 DP8706  HISTORY     - 20140721 GOOD             WIDT
 DP8706
 DP8706                          STATION DESCRIPTION
 DP8706
 DP8706'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8706'THE STATION IS APPROXIMATELY 21.4 MI (34.4 KM) SOUTH-SOUTHWEST OF
 DP8706'ALVIN, 4.4 MI (7.1 KM) NORTHWEST OF ARGONNE AND 1.2 MI (1.9 KM)
 DP8706'SOUTHEAST OF HILES.
 DP8706'
 DP8706'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8706'HIGHWAY SOUTH ABOUT 3.5 MI (5.6 KM) NORTHWEST OF THE COMMUNITY OF
 DP8706'ARGONNE, GO WEST ON STATE HIGHWAY 32 FOR 0.65 MI (1.0 KM) TO A RIGHT
 DP8706'CURVE IN THE HIGHWAY AND MITCHELL PLAT ROAD ON THE LEFT, CURVE RIGHT
 DP8706'AND CONTINUE NORTH ON STATE HIGHWAY 32 FOR 0.6 MI (1.0 KM) TO THE
 DP8706'STATION ON THE LEFT.
 DP8706'
 DP8706'THE STATION IS 13.6 M (44.6 FT) WEST OF THE CENTERLINE OF STATE
 DP8706'HIGHWAY 32, 50.3 M (165.0 FT) SOUTHWEST OF A POWER POLE -3712 14W6-,
 DP8706'42 M (137.8 FT) NORTH OF A GRAVEL FIELD ENTRANCE AND LOCATED IN THE
 DP8706'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8706'
 DP8706'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8706'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH AND SOUTHWEST
 DP8706'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8706'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8706'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8706'APPROXIMATELY 0.3 M (1.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8705 ***********************************************************************
 DP8705  DESIGNATION -  7J34
 DP8705  PID         -  DP8705
 DP8705  STATE/COUNTY-  WI/FOREST
 DP8705  COUNTRY     -  US
 DP8705  USGS QUAD   -  ARGONNE (2018)
 DP8705
 DP8705                         *CURRENT SURVEY CONTROL
 DP8705  ______________________________________________________________________
 DP8705* NAD 83(1986) POSITION- 45 40 53.68   (N) 088 55 51.69   (W)   HD_HELD1
 DP8705* NAVD 88 ORTHO HEIGHT -   516.074 (meters)     1693.15  (feet) ADJUSTED
 DP8705  ______________________________________________________________________
 DP8705  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 DP8705  DYNAMIC HEIGHT  -        516.044 (meters)     1693.05  (feet) COMP
 DP8705  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 DP8705
 DP8705  VERT ORDER      -  SECOND    CLASS I
 DP8705
 DP8705.The horizontal coordinates were determined by differentially corrected
 DP8705.hand held GPS observations or other comparable positioning techniques
 DP8705.and have an estimated accuracy of +/- 3 meters.
 DP8705
 DP8705.The orthometric height was determined by differential leveling and
 DP8705.adjusted by the NATIONAL GEODETIC SURVEY
 DP8705.in February 2017.
 DP8705
 DP8705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8705.GEOID18 height accuracy estimate available here.
 DP8705
 DP8705.Click photographs - Photos may exist for this station.
 DP8705
 DP8705.The dynamic height is computed by dividing the NAVD 88
 DP8705.geopotential number by the normal gravity value computed on the
 DP8705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8705.degrees latitude (g = 980.6199 gals.).
 DP8705
 DP8705.The modeled gravity was interpolated from observed gravity values.
 DP8705
 DP8705;                    North         East    Units  Estimated Accuracy
 DP8705;SPC WI N     -    57,789.5     683,276.0     MT  (+/- 3 meters HH1 GPS) 
 DP8705
 DP8705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4962160482(NAD 83)
 DP8705
 DP8705                          SUPERSEDED SURVEY CONTROL
 DP8705
 DP8705.No superseded survey control is available for this station.
 DP8705
 DP8705_MARKER: DD = SURVEY DISK
 DP8705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8705_STAMPING: 7J34 2012
 DP8705_MARK LOGO: WIDT
 DP8705_PROJECTION: FLUSH
 DP8705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8705+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 DP8705
 DP8705  HISTORY     - Date     Condition        Report By
 DP8705  HISTORY     - 2012     MONUMENTED       WIDT
 DP8705  HISTORY     - 20140721 GOOD             WIDT
 DP8705
 DP8705                          STATION DESCRIPTION
 DP8705
 DP8705'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8705'THE STATION IS APPROXIMATELY 16.8 MI (27.0 KM) SOUTHWEST OF LONG LAKE,
 DP8705'13.8 MI (22.2 KM) SOUTHEAST OF THREE LAKES AND 2.9 MI (4.7 KM)
 DP8705'NORTHWEST OF ARGONNE.
 DP8705'
 DP8705'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8705'HIGHWAY SOUTH, ABOUT 3.5 MI (5.6 KM) NORTHWEST OF THE COMMUNITY OF
 DP8705'ARGONNE, GO EAST ON STATE HIGHWAY 32 FOR 0.6 MI (1.0 KM) TO THE
 DP8705'STATION ON THE RIGHT.
 DP8705'
 DP8705'THE STATION IS 14.6 M (47.9 FT) NORTH OF THE CENTERLINE OF STATE
 DP8705'HIGHWAY 32, 37.4 M (122.7 FT) NORTHWEST OF A POWER POLE -3712 24E2-,
 DP8705'3.0 M (9.8 FT) SOUTH OF A FENCE AND LOCATED IN THE CENTER OF A
 DP8705'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8705'
 DP8705'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8705'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8705'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8705'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8705'0.4 M (1.3 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8704 ***********************************************************************
 DP8704  DESIGNATION -  7J35
 DP8704  PID         -  DP8704
 DP8704  STATE/COUNTY-  WI/FOREST
 DP8704  COUNTRY     -  US
 DP8704  USGS QUAD   -  ARGONNE (2018)
 DP8704
 DP8704                         *CURRENT SURVEY CONTROL
 DP8704  ______________________________________________________________________
 DP8704* NAD 83(1986) POSITION- 45 39 57.72   (N) 088 54 55.61   (W)   HD_HELD1
 DP8704* NAVD 88 ORTHO HEIGHT -   508.758 (meters)     1669.15  (feet) ADJUSTED
 DP8704  ______________________________________________________________________
 DP8704  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 DP8704  DYNAMIC HEIGHT  -        508.728 (meters)     1669.05  (feet) COMP
 DP8704  MODELED GRAVITY -    980,540.3   (mgal)                       NAVD 88
 DP8704
 DP8704  VERT ORDER      -  SECOND    CLASS I
 DP8704
 DP8704.The horizontal coordinates were determined by differentially corrected
 DP8704.hand held GPS observations or other comparable positioning techniques
 DP8704.and have an estimated accuracy of +/- 3 meters.
 DP8704
 DP8704.The orthometric height was determined by differential leveling and
 DP8704.adjusted by the NATIONAL GEODETIC SURVEY
 DP8704.in February 2017.
 DP8704
 DP8704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8704.GEOID18 height accuracy estimate available here.
 DP8704
 DP8704.Click photographs - Photos may exist for this station.
 DP8704
 DP8704.The dynamic height is computed by dividing the NAVD 88
 DP8704.geopotential number by the normal gravity value computed on the
 DP8704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8704.degrees latitude (g = 980.6199 gals.).
 DP8704
 DP8704.The modeled gravity was interpolated from observed gravity values.
 DP8704
 DP8704;                    North         East    Units  Estimated Accuracy
 DP8704;SPC WI N     -    56,078.5     684,513.0     MT  (+/- 3 meters HH1 GPS) 
 DP8704
 DP8704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5079358726(NAD 83)
 DP8704
 DP8704                          SUPERSEDED SURVEY CONTROL
 DP8704
 DP8704.No superseded survey control is available for this station.
 DP8704
 DP8704_MARKER: DD = SURVEY DISK
 DP8704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8704_STAMPING: 7J35 2012
 DP8704_MARK LOGO: WIDT
 DP8704_PROJECTION: FLUSH
 DP8704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8704+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 DP8704
 DP8704  HISTORY     - Date     Condition        Report By
 DP8704  HISTORY     - 2012     MONUMENTED       WIDT
 DP8704  HISTORY     - 20140721 GOOD             WIDT
 DP8704
 DP8704                          STATION DESCRIPTION
 DP8704
 DP8704'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8704'THE STATION IS APPROXIMATELY 17.1 MI (27.5 KM) SOUTHWEST OF LONG LAKE,
 DP8704'15.0 MI (24.1 KM) SOUTHEAST OF THREE LAKES AND 1.8 MI (2.9 KM)
 DP8704'WEST-NORTHWEST OF ARGONNE.
 DP8704'
 DP8704'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8704'HIGHWAY 32 NORTH IN THE COMMUNITY OF ARGONNE, GO NORTH THEN WEST ON
 DP8704'STATE HIGHWAY 32 FOR 1.4 MI (2.3 KM) TO COUNTY HIGHWAY NN ON THE
 DP8704'RIGHT.  CONTINUE WEST ON STATE HIGHWAY 32 FOR 0.5 MI (0.8 KM) TO THE
 DP8704'STATION ON THE LEFT.
 DP8704'
 DP8704'THE STATION IS 10.6 M (34.8 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8704'HIGHWAY 32, 41 M (134.5 FT) SOUTHWEST OF A UTILITY POLE AND LOCATED IN
 DP8704'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8704'
 DP8704'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8704'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8704'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8704'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8704'0.6 M (2.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8710 ***********************************************************************
 DP8710  DESIGNATION -  7J36
 DP8710  PID         -  DP8710
 DP8710  STATE/COUNTY-  WI/FOREST
 DP8710  COUNTRY     -  US
 DP8710  USGS QUAD   -  ARGONNE (2018)
 DP8710
 DP8710                         *CURRENT SURVEY CONTROL
 DP8710  ______________________________________________________________________
 DP8710* NAD 83(1986) POSITION- 45 39 35.67   (N) 088 52 57.52   (W)   HD_HELD1
 DP8710* NAVD 88 ORTHO HEIGHT -   499.483 (meters)     1638.72  (feet) ADJUSTED
 DP8710  ______________________________________________________________________
 DP8710  GEOID HEIGHT    -        -33.087 (meters)                     GEOID18
 DP8710  DYNAMIC HEIGHT  -        499.455 (meters)     1638.63  (feet) COMP
 DP8710  MODELED GRAVITY -    980,542.7   (mgal)                       NAVD 88
 DP8710
 DP8710  VERT ORDER      -  SECOND    CLASS I
 DP8710
 DP8710.The horizontal coordinates were determined by differentially corrected
 DP8710.hand held GPS observations or other comparable positioning techniques
 DP8710.and have an estimated accuracy of +/- 3 meters.
 DP8710
 DP8710.The orthometric height was determined by differential leveling and
 DP8710.adjusted by the NATIONAL GEODETIC SURVEY
 DP8710.in February 2017.
 DP8710
 DP8710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8710.GEOID18 height accuracy estimate available here.
 DP8710
 DP8710.Click photographs - Photos may exist for this station.
 DP8710
 DP8710.The dynamic height is computed by dividing the NAVD 88
 DP8710.geopotential number by the normal gravity value computed on the
 DP8710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8710.degrees latitude (g = 980.6199 gals.).
 DP8710
 DP8710.The modeled gravity was interpolated from observed gravity values.
 DP8710
 DP8710;                    North         East    Units  Estimated Accuracy
 DP8710;SPC WI N     -    55,433.2     687,078.6     MT  (+/- 3 meters HH1 GPS) 
 DP8710
 DP8710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5333257985(NAD 83)
 DP8710
 DP8710                          SUPERSEDED SURVEY CONTROL
 DP8710
 DP8710.No superseded survey control is available for this station.
 DP8710
 DP8710_MARKER: DD = SURVEY DISK
 DP8710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8710_STAMPING: 7J36 2012
 DP8710_MARK LOGO: WIDT
 DP8710_PROJECTION: FLUSH
 DP8710_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8710+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2014
 DP8710
 DP8710  HISTORY     - Date     Condition        Report By
 DP8710  HISTORY     - 2012     MONUMENTED       WIDT
 DP8710  HISTORY     - 20140827 GOOD             WIDT
 DP8710
 DP8710                          STATION DESCRIPTION
 DP8710
 DP8710'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8710'THE STATION IS IN THE COMMUNITY OF ARGONNE, APPROXIMATELY 16 MI (25.7
 DP8710'KM) SOUTHEAST OF THREE LAKES AND 6 MI (9.7 KM) NORTH OF CRANDON.  THE
 DP8710'STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8710'HIGHWAY 32 NORTH, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 DP8710'
 DP8710'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP8710'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP8710'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.3 M (1.0 FT) LOWER
 DP8710'THAN THE ROAD GRADE.  THE STATION IS 13.4 M (44.0 FT) EAST OF THE
 DP8710'CENTERLINE OF STATE HIGHWAY 55 AND STATE HIGHWAY 32 NORTH, 80.5 M
 DP8710'(264.1 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 55 (BAILEY
 DP8710'AVENUE), 9.8 M (32.2 FT) NORTH OF THE CENTER OF A GRAVEL DRIVE -7934-,
 DP8710'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8710'WITNESS POSTS.
 DP8710'
 DP8710'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8710'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE NORTHWEST
 DP8710'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8732 ***********************************************************************
 DP8732  DESIGNATION -  7J37
 DP8732  PID         -  DP8732
 DP8732  STATE/COUNTY-  WI/FOREST
 DP8732  COUNTRY     -  US
 DP8732  USGS QUAD   -  CRANDON NE (2018)
 DP8732
 DP8732                         *CURRENT SURVEY CONTROL
 DP8732  ______________________________________________________________________
 DP8732* NAD 83(1986) POSITION- 45 39 33.35   (N) 088 51 40.61   (W)   HD_HELD1
 DP8732* NAVD 88 ORTHO HEIGHT -   492.250 (meters)     1614.99  (feet) ADJUSTED
 DP8732  ______________________________________________________________________
 DP8732  GEOID HEIGHT    -        -33.134 (meters)                     GEOID18
 DP8732  DYNAMIC HEIGHT  -        492.223 (meters)     1614.90  (feet) COMP
 DP8732  MODELED GRAVITY -    980,544.4   (mgal)                       NAVD 88
 DP8732
 DP8732  VERT ORDER      -  SECOND    CLASS I
 DP8732
 DP8732.The horizontal coordinates were determined by differentially corrected
 DP8732.hand held GPS observations or other comparable positioning techniques
 DP8732.and have an estimated accuracy of +/- 3 meters.
 DP8732
 DP8732.The orthometric height was determined by differential leveling and
 DP8732.adjusted by the NATIONAL GEODETIC SURVEY
 DP8732.in February 2017.
 DP8732
 DP8732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8732.GEOID18 height accuracy estimate available here.
 DP8732
 DP8732.Click photographs - Photos may exist for this station.
 DP8732
 DP8732.The dynamic height is computed by dividing the NAVD 88
 DP8732.geopotential number by the normal gravity value computed on the
 DP8732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8732.degrees latitude (g = 980.6199 gals.).
 DP8732
 DP8732.The modeled gravity was interpolated from observed gravity values.
 DP8732
 DP8732;                    North         East    Units  Estimated Accuracy
 DP8732;SPC WI N     -    55,385.2     688,744.4     MT  (+/- 3 meters HH1 GPS) 
 DP8732
 DP8732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5499557875(NAD 83)
 DP8732
 DP8732                          SUPERSEDED SURVEY CONTROL
 DP8732
 DP8732.No superseded survey control is available for this station.
 DP8732
 DP8732_MARKER: DD = SURVEY DISK
 DP8732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8732_STAMPING: 7J37 2012
 DP8732_MARK LOGO: WIDT
 DP8732_PROJECTION: FLUSH
 DP8732_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8732+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2014
 DP8732
 DP8732  HISTORY     - Date     Condition        Report By
 DP8732  HISTORY     - 2012     MONUMENTED       WIDT
 DP8732  HISTORY     - 20140827 GOOD             WIDT
 DP8732
 DP8732                          STATION DESCRIPTION
 DP8732
 DP8732'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8732'THE STATION IS APPROXIMATELY 11.5 MI (18.5 KM) NORTHWEST OF LAONA, 9.4
 DP8732'MI (15.1 KM) SOUTHWEST OF NEWALD AND 0.7 MI (1.1 KM) EAST-NORTHEAST OF
 DP8732'ARGONNE.
 DP8732'
 DP8732'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 AND STATE
 DP8732'HIGHWAY 32 WITH COUNTY HIGHWAY G (GRAND AVENUE) IN THE COMMUNITY OF
 DP8732'ARGONNE, GO EAST ON COUNTY HIGHWAY G FOR 1.0 MI (1.6 KM) TO SCHMIDT
 DP8732'LANE ON THE LEFT.  TURN LEFT AND GO NORTH ON SCHMIDT LANE FOR 0.05 MI
 DP8732'(0.1 KM) TO THE STATION ON THE LEFT.
 DP8732'
 DP8732'THE STATION IS 7.5 M (24.6 FT) WEST OF THE CENTERLINE OF SCHMIDT LANE,
 DP8732'86.5 M (283.8 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY G, 21.4 M
 DP8732'(70.2 FT) SOUTH OF A POWER POLE -3713 28E16-, 2.5 M (8.2 FT) EAST OF A
 DP8732'FENCE LINE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8732'WHITE PLASTIC WITNESS POSTS.
 DP8732'
 DP8732'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8732'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE NORTH
 DP8732'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8732'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8732'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8732'APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8733 ***********************************************************************
 DP8733  DESIGNATION -  7J38
 DP8733  PID         -  DP8733
 DP8733  STATE/COUNTY-  WI/FOREST
 DP8733  COUNTRY     -  US
 DP8733  USGS QUAD   -  CRANDON NE (2018)
 DP8733
 DP8733                         *CURRENT SURVEY CONTROL
 DP8733  ______________________________________________________________________
 DP8733* NAD 83(1986) POSITION- 45 39 31.12   (N) 088 49 54.00   (W)   HD_HELD1
 DP8733* NAVD 88 ORTHO HEIGHT -   485.339 (meters)     1592.32  (feet) ADJUSTED
 DP8733  ______________________________________________________________________
 DP8733  GEOID HEIGHT    -        -33.200 (meters)                     GEOID18
 DP8733  DYNAMIC HEIGHT  -        485.313 (meters)     1592.23  (feet) COMP
 DP8733  MODELED GRAVITY -    980,546.6   (mgal)                       NAVD 88
 DP8733
 DP8733  VERT ORDER      -  SECOND    CLASS I
 DP8733
 DP8733.The horizontal coordinates were determined by differentially corrected
 DP8733.hand held GPS observations or other comparable positioning techniques
 DP8733.and have an estimated accuracy of +/- 3 meters.
 DP8733
 DP8733.The orthometric height was determined by differential leveling and
 DP8733.adjusted by the NATIONAL GEODETIC SURVEY
 DP8733.in February 2017.
 DP8733
 DP8733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8733.GEOID18 height accuracy estimate available here.
 DP8733
 DP8733.Click photographs - Photos may exist for this station.
 DP8733
 DP8733.The dynamic height is computed by dividing the NAVD 88
 DP8733.geopotential number by the normal gravity value computed on the
 DP8733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8733.degrees latitude (g = 980.6199 gals.).
 DP8733
 DP8733.The modeled gravity was interpolated from observed gravity values.
 DP8733
 DP8733;                    North         East    Units  Estimated Accuracy
 DP8733;SPC WI N     -    55,349.9     691,053.2     MT  (+/- 3 meters HH1 GPS) 
 DP8733
 DP8733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5730057753(NAD 83)
 DP8733
 DP8733                          SUPERSEDED SURVEY CONTROL
 DP8733
 DP8733.No superseded survey control is available for this station.
 DP8733
 DP8733_MARKER: DD = SURVEY DISK
 DP8733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8733_STAMPING: 7J38 2012
 DP8733_MARK LOGO: WIDT
 DP8733_PROJECTION: FLUSH
 DP8733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8733+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2014
 DP8733
 DP8733  HISTORY     - Date     Condition        Report By
 DP8733  HISTORY     - 2012     MONUMENTED       WIDT
 DP8733  HISTORY     - 20140827 GOOD             WIDT
 DP8733
 DP8733                          STATION DESCRIPTION
 DP8733
 DP8733'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8733'THE STATION IS APPROXIMATELY 9.8 MI (15.8 KM) WEST OF CAVOUR, 8.3 MI
 DP8733'(13.4 KM) SOUTHWEST OF NEWALD AND 2.2 MI (3.5 KM) EAST OF ARGONNE.
 DP8733'
 DP8733'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 AND STATE
 DP8733'HIGHWAY 32 WITH COUNTY HIGHWAY G (GRAND AVENUE) IN THE COMMUNITY OF
 DP8733'ARGONNE, GO EAST ON COUNTY HIGHWAY G FOR 1.3 MI (2.1 KM) TO PESHTIGO
 DP8733'RIVER ROAD ON THE RIGHT.  CONTINUE EAST ON COUNTY HIGHWAY G FOR 1.2 MI
 DP8733'(1.9 KM) TO THE STATION ON THE RIGHT.
 DP8733'
 DP8733'THE STATION IS 10.3 M (33.8 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8733'HIGHWAY G, 33.4 M (109.6 FT) EAST OF THE CENTER OF A DRIVEWAY -7921-,
 DP8733'29.1 M (95.5 FT) EAST OF THE EAST END OF A STEEL CULVERT PIPE UNDER A
 DP8733'DRIVEWAY, 27.4 M (89.9 FT) SOUTHEAST OF A POWER POLE -3713 26W7- AND
 DP8733'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8733'WITNESS POSTS.
 DP8733'
 DP8733'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8733'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE EAST AND TO THE
 DP8733'NORTH EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8733'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8733'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8733'POST, APPROXIMATELY 0.8 M (2.6 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8734 ***********************************************************************
 DP8734  DESIGNATION -  7J39
 DP8734  PID         -  DP8734
 DP8734  STATE/COUNTY-  WI/FOREST
 DP8734  COUNTRY     -  US
 DP8734  USGS QUAD   -  CRANDON NE (2018)
 DP8734
 DP8734                         *CURRENT SURVEY CONTROL
 DP8734  ______________________________________________________________________
 DP8734* NAD 83(1986) POSITION- 45 39 05.02   (N) 088 45 31.38   (W)   HD_HELD1
 DP8734* NAVD 88 ORTHO HEIGHT -   468.856 (meters)     1538.24  (feet) ADJUSTED
 DP8734  ______________________________________________________________________
 DP8734  GEOID HEIGHT    -        -33.386 (meters)                     GEOID18
 DP8734  DYNAMIC HEIGHT  -        468.829 (meters)     1538.15  (feet) COMP
 DP8734  MODELED GRAVITY -    980,544.6   (mgal)                       NAVD 88
 DP8734
 DP8734  VERT ORDER      -  SECOND    CLASS I
 DP8734
 DP8734.The horizontal coordinates were determined by differentially corrected
 DP8734.hand held GPS observations or other comparable positioning techniques
 DP8734.and have an estimated accuracy of +/- 3 meters.
 DP8734
 DP8734.The orthometric height was determined by differential leveling and
 DP8734.adjusted by the NATIONAL GEODETIC SURVEY
 DP8734.in February 2017.
 DP8734
 DP8734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8734.GEOID18 height accuracy estimate available here.
 DP8734
 DP8734.Click photographs - Photos may exist for this station.
 DP8734
 DP8734.The dynamic height is computed by dividing the NAVD 88
 DP8734.geopotential number by the normal gravity value computed on the
 DP8734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8734.degrees latitude (g = 980.6199 gals.).
 DP8734
 DP8734.The modeled gravity was interpolated from observed gravity values.
 DP8734
 DP8734;                    North         East    Units  Estimated Accuracy
 DP8734;SPC WI N     -    54,630.5     696,750.6     MT  (+/- 3 meters HH1 GPS) 
 DP8734
 DP8734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6296656820(NAD 83)
 DP8734
 DP8734                          SUPERSEDED SURVEY CONTROL
 DP8734
 DP8734.No superseded survey control is available for this station.
 DP8734
 DP8734_MARKER: DD = SURVEY DISK
 DP8734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8734_STAMPING: 7J39 2012
 DP8734_MARK LOGO: WIDT
 DP8734_PROJECTION: FLUSH
 DP8734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8734+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2014
 DP8734
 DP8734  HISTORY     - Date     Condition        Report By
 DP8734  HISTORY     - 2012     MONUMENTED       WIDT
 DP8734  HISTORY     - 20140902 GOOD             WIDT
 DP8734
 DP8734                          STATION DESCRIPTION
 DP8734
 DP8734'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8734'THE STATION IS APPROXIMATELY 6.6 MI (10.6 KM) SOUTHWEST OF NEWALD, 6.3
 DP8734'MI (10.1 KM) WEST OF CAVOUR AND 5.6 MI (9.0 KM) EAST OF ARGONNE.
 DP8734'
 DP8734'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8734'HIGHWAY G ABOUT 1.6 MI (2.6 KM) WEST OF THE COMMUNITY OF CAVOUR, GO
 DP8734'WEST ON COUNTY HIGHWAY G FOR 3.7 MI (6.0 KM) TO COUNTY HIGHWAY O ON
 DP8734'THE RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY G FOR 1.1 MI (1.8 KM) TO
 DP8734'THE STATION ON THE RIGHT.
 DP8734'
 DP8734'THE STATION IS 16.0 M (52.5 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8734'HIGHWAY G, 63 M (206.7 FT) WEST OF THE EXTENDED CENTER OF A DRIVEWAY
 DP8734'-6499-, 48 M (157.5 FT) WEST OF THE CENTER OF A DRIVEWAY -6516- AND
 DP8734'0.9 M (3.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DP8734'
 DP8734'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8734'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST EXTENDING
 DP8734'TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH EXTENDING
 DP8734'TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8734'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8734'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8734'1.1 M (3.6 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8735 ***********************************************************************
 DP8735  DESIGNATION -  7J40
 DP8735  PID         -  DP8735
 DP8735  STATE/COUNTY-  WI/FOREST
 DP8735  COUNTRY     -  US
 DP8735  USGS QUAD   -  NEWALD (2018)
 DP8735
 DP8735                         *CURRENT SURVEY CONTROL
 DP8735  ______________________________________________________________________
 DP8735* NAD 83(1986) POSITION- 45 38 50.17   (N) 088 44 08.15   (W)   HD_HELD1
 DP8735* NAVD 88 ORTHO HEIGHT -   468.099 (meters)     1535.75  (feet) ADJUSTED
 DP8735  ______________________________________________________________________
 DP8735  GEOID HEIGHT    -        -33.450 (meters)                     GEOID18
 DP8735  DYNAMIC HEIGHT  -        468.072 (meters)     1535.67  (feet) COMP
 DP8735  MODELED GRAVITY -    980,544.4   (mgal)                       NAVD 88
 DP8735
 DP8735  VERT ORDER      -  SECOND    CLASS I
 DP8735
 DP8735.The horizontal coordinates were determined by differentially corrected
 DP8735.hand held GPS observations or other comparable positioning techniques
 DP8735.and have an estimated accuracy of +/- 3 meters.
 DP8735
 DP8735.The orthometric height was determined by differential leveling and
 DP8735.adjusted by the NATIONAL GEODETIC SURVEY
 DP8735.in February 2017.
 DP8735
 DP8735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8735.GEOID18 height accuracy estimate available here.
 DP8735
 DP8735.Click photographs - Photos may exist for this station.
 DP8735
 DP8735.The dynamic height is computed by dividing the NAVD 88
 DP8735.geopotential number by the normal gravity value computed on the
 DP8735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8735.degrees latitude (g = 980.6199 gals.).
 DP8735
 DP8735.The modeled gravity was interpolated from observed gravity values.
 DP8735
 DP8735;                    North         East    Units  Estimated Accuracy
 DP8735;SPC WI N     -    54,200.5     698,559.8     MT  (+/- 3 meters HH1 GPS) 
 DP8735
 DP8735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6475756322(NAD 83)
 DP8735
 DP8735                          SUPERSEDED SURVEY CONTROL
 DP8735
 DP8735.No superseded survey control is available for this station.
 DP8735
 DP8735_MARKER: DD = SURVEY DISK
 DP8735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8735_STAMPING: 7J40 2012
 DP8735_MARK LOGO: WIDT
 DP8735_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8735+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2014
 DP8735
 DP8735  HISTORY     - Date     Condition        Report By
 DP8735  HISTORY     - 2012     MONUMENTED       WIDT
 DP8735  HISTORY     - 20140902 GOOD             WIDT
 DP8735
 DP8735                          STATION DESCRIPTION
 DP8735
 DP8735'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8735'THE STATION IS APPROXIMATELY 6.6 MI (10.6 KM) EAST OF ARGONNE, 6.5 MI
 DP8735'(10.5 KM) SOUTH-SOUTHWEST OF NEWALD AND 5.1 MI (8.2 KM) WEST OF
 DP8735'CAVOUR.
 DP8735'
 DP8735'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8735'HIGHWAY G ABOUT 1.6 MI (2.6 KM) WEST OF THE COMMUNITY OF CAVOUR, GO
 DP8735'WEST ON COUNTY HIGHWAY G FOR 3.6 MI (5.8 KM) TO MARGIE'S ROAD ON THE
 DP8735'LEFT AND THE STATION ON THE LEFT.
 DP8735'
 DP8735'THE STATION IS 10.8 M (35.4 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8735'HIGHWAY G, 22.8 M (74.8 FT) EAST OF THE CENTERLINE OF MARGIE'S ROAD,
 DP8735'17.4 M (57.1 FT) EAST OF A -STOP- SIGN AND LOCATED IN THE CENTER OF A
 DP8735'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8735'
 DP8735'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8735'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8735'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8735'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8735'0.3 M (1.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8736 ***********************************************************************
 DP8736  DESIGNATION -  7J41
 DP8736  PID         -  DP8736
 DP8736  STATE/COUNTY-  WI/FOREST
 DP8736  COUNTRY     -  US
 DP8736  USGS QUAD   -  NEWALD (2018)
 DP8736
 DP8736                         *CURRENT SURVEY CONTROL
 DP8736  ______________________________________________________________________
 DP8736* NAD 83(1986) POSITION- 45 38 59.15   (N) 088 41 33.58   (W)   HD_HELD1
 DP8736* NAVD 88 ORTHO HEIGHT -   474.573 (meters)     1556.99  (feet) ADJUSTED
 DP8736  ______________________________________________________________________
 DP8736  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 DP8736  DYNAMIC HEIGHT  -        474.547 (meters)     1556.91  (feet) COMP
 DP8736  MODELED GRAVITY -    980,547.3   (mgal)                       NAVD 88
 DP8736
 DP8736  VERT ORDER      -  SECOND    CLASS I
 DP8736
 DP8736.The horizontal coordinates were determined by differentially corrected
 DP8736.hand held GPS observations or other comparable positioning techniques
 DP8736.and have an estimated accuracy of +/- 3 meters.
 DP8736
 DP8736.The orthometric height was determined by differential leveling and
 DP8736.adjusted by the NATIONAL GEODETIC SURVEY
 DP8736.in February 2017.
 DP8736
 DP8736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8736.GEOID18 height accuracy estimate available here.
 DP8736
 DP8736.Click photographs - Photos may exist for this station.
 DP8736
 DP8736.The dynamic height is computed by dividing the NAVD 88
 DP8736.geopotential number by the normal gravity value computed on the
 DP8736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8736.degrees latitude (g = 980.6199 gals.).
 DP8736
 DP8736.The modeled gravity was interpolated from observed gravity values.
 DP8736
 DP8736;                    North         East    Units  Estimated Accuracy
 DP8736;SPC WI N     -    54,531.9     701,901.8     MT  (+/- 3 meters HH1 GPS) 
 DP8736
 DP8736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6810956528(NAD 83)
 DP8736
 DP8736                          SUPERSEDED SURVEY CONTROL
 DP8736
 DP8736.No superseded survey control is available for this station.
 DP8736
 DP8736_MARKER: DD = SURVEY DISK
 DP8736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8736_STAMPING: 7J41 2012
 DP8736_MARK LOGO: WIDT
 DP8736_PROJECTION: FLUSH
 DP8736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8736+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2014
 DP8736
 DP8736  HISTORY     - Date     Condition        Report By
 DP8736  HISTORY     - 2012     MONUMENTED       WIDT
 DP8736  HISTORY     - 20140902 GOOD             WIDT
 DP8736
 DP8736                          STATION DESCRIPTION
 DP8736
 DP8736'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8736'THE STATION IS APPROXIMATELY 8.8 MI (14.2 KM) EAST OF ARGONNE, 6.2 MI
 DP8736'(10.0 KM) SOUTH OF NEWALD AND 3.0 MI (4.8 KM) WEST OF CAVOUR.
 DP8736'
 DP8736'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8736'HIGHWAY G ABOUT 1.6 MI (2.6 KM) WEST OF THE COMMUNITY OF CAVOUR, GO
 DP8736'WEST ON COUNTY HIGHWAY G FOR 1.0 MI (1.6 KM) TO SOO CROSSING ROAD ON
 DP8736'THE RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY G FOR 0.5 MI (0.8 KM) TO
 DP8736'THE STATION ON THE RIGHT.
 DP8736'
 DP8736'THE STATION IS 11.0 M (36.1 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8736'HIGHWAY G, ABOUT 195 M (639.8 FT) EAST OF LAONA JUNCTION, 10.2 M (33.5
 DP8736'FT) WEST OF THE CENTER OF A WOODS ROAD, 9.2 M (30.2 FT) SOUTHWEST OF A
 DP8736'UTILITY JUNCTION BOX -CAVR 7010 10- AND LOCATED IN THE CENTER OF A
 DP8736'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8736'
 DP8736'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8736'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTH
 DP8736'EXTENDING TO 40 DEGREES AND A TREE LINE TO THE SOUTH EXTENDING TO 25
 DP8736'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8736'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8736'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8736'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8738 ***********************************************************************
 DP8738  DESIGNATION -  7J42
 DP8738  PID         -  DP8738
 DP8738  STATE/COUNTY-  WI/FOREST
 DP8738  COUNTRY     -  US
 DP8738  USGS QUAD   -  NEWALD (2018)
 DP8738
 DP8738                         *CURRENT SURVEY CONTROL
 DP8738  ______________________________________________________________________
 DP8738* NAD 83(1986) POSITION- 45 39 20.2    (N) 088 38 53.3    (W)   HD_HELD2
 DP8738* NAVD 88 ORTHO HEIGHT -   455.325 (meters)     1493.85  (feet) ADJUSTED
 DP8738  ______________________________________________________________________
 DP8738  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 DP8738  DYNAMIC HEIGHT  -        455.301 (meters)     1493.77  (feet) COMP
 DP8738  MODELED GRAVITY -    980,548.6   (mgal)                       NAVD 88
 DP8738
 DP8738  VERT ORDER      -  SECOND    CLASS I
 DP8738
 DP8738.The horizontal coordinates were established by autonomous hand held GPS
 DP8738.observations and have an estimated accuracy of +/- 10 meters.
 DP8738
 DP8738.The orthometric height was determined by differential leveling and
 DP8738.adjusted by the NATIONAL GEODETIC SURVEY
 DP8738.in February 2017.
 DP8738
 DP8738.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8738.GEOID18 height accuracy estimate available here.
 DP8738
 DP8738.Click photographs - Photos may exist for this station.
 DP8738
 DP8738.The dynamic height is computed by dividing the NAVD 88
 DP8738.geopotential number by the normal gravity value computed on the
 DP8738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8738.degrees latitude (g = 980.6199 gals.).
 DP8738
 DP8738.The modeled gravity was interpolated from observed gravity values.
 DP8738
 DP8738;                    North         East    Units  Estimated Accuracy
 DP8738;SPC WI N     -    55,240.      705,361.      MT  (+/- 10 meters HH2 GPS)
 DP8738
 DP8738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7159157105(NAD 83)
 DP8738
 DP8738                          SUPERSEDED SURVEY CONTROL
 DP8738
 DP8738.No superseded survey control is available for this station.
 DP8738
 DP8738_MARKER: DD = SURVEY DISK
 DP8738_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP8738_SP_SET: BRIDGE PARAPET WALL
 DP8738_STAMPING: 7J42 2012
 DP8738_MARK LOGO: WIDT
 DP8738_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8738+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2014
 DP8738
 DP8738  HISTORY     - Date     Condition        Report By
 DP8738  HISTORY     - 2012     MONUMENTED       WIDT
 DP8738  HISTORY     - 20140902 GOOD             WIDT
 DP8738
 DP8738                          STATION DESCRIPTION
 DP8738
 DP8738'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8738'THE STATION IS APPROXIMATELY 10.9 MI (17.5 KM) EAST OF ARGONNE, 6.4 MI
 DP8738'(10.3 KM) SOUTHEAST OF NEWALD AND 0.9 MI (1.4 KM) NORTHWEST OF CAVOUR.
 DP8738'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP8738'HIGHWAY 139 ABOUT 6.5 MI (10.5 KM) NORTH OF THE COMMUNITY OF LAONA, GO
 DP8738'WEST ON US HIGHWAY 8 FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER THE PESHTIGO
 DP8738'RIVER AND THE STATION ON THE RIGHT.
 DP8738'
 DP8738'THE STATION IS 6.5 M (21.3 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8738'8, 2.9 M (9.5 FT) WEST OF THE WEST END OF THE BRIDGE DECK, 1.7 M (5.6
 DP8738'FT) EAST OF THE WEST END OF THE PARAPET WALL AND 1.8 M (5.9 FT) EAST
 DP8738'OF A WHITE PLASTIC WITNESS POST.
 DP8738'
 DP8738'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8738'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8738'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8738'IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE NORTH PARAPET WALL
 DP8738'OF BRIDGE -B 21 10 84-, APPROXIMATELY 1.0 M (3.3 FT) HIGHER THAN THE
 DP8738'ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8739 ***********************************************************************
 DP8739  DESIGNATION -  7J43
 DP8739  PID         -  DP8739
 DP8739  STATE/COUNTY-  WI/FOREST
 DP8739  COUNTRY     -  US
 DP8739  USGS QUAD   -  LAKE GORDON (2018)
 DP8739
 DP8739                         *CURRENT SURVEY CONTROL
 DP8739  ______________________________________________________________________
 DP8739* NAD 83(1986) POSITION- 45 39 28.6    (N) 088 36 20.6    (W)   HD_HELD2
 DP8739* NAVD 88 ORTHO HEIGHT -   457.629 (meters)     1501.40  (feet) ADJUSTED
 DP8739  ______________________________________________________________________
 DP8739  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 DP8739  DYNAMIC HEIGHT  -        457.602 (meters)     1501.32  (feet) COMP
 DP8739  MODELED GRAVITY -    980,543.0   (mgal)                       NAVD 88
 DP8739
 DP8739  VERT ORDER      -  SECOND    CLASS I
 DP8739
 DP8739.The horizontal coordinates were established by autonomous hand held GPS
 DP8739.observations and have an estimated accuracy of +/- 10 meters.
 DP8739
 DP8739.The orthometric height was determined by differential leveling and
 DP8739.adjusted by the NATIONAL GEODETIC SURVEY
 DP8739.in February 2017.
 DP8739
 DP8739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8739.GEOID18 height accuracy estimate available here.
 DP8739
 DP8739.Click photographs - Photos may exist for this station.
 DP8739
 DP8739.The dynamic height is computed by dividing the NAVD 88
 DP8739.geopotential number by the normal gravity value computed on the
 DP8739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8739.degrees latitude (g = 980.6199 gals.).
 DP8739
 DP8739.The modeled gravity was interpolated from observed gravity values.
 DP8739
 DP8739;                    North         East    Units  Estimated Accuracy
 DP8739;SPC WI N     -    55,556.      708,662.      MT  (+/- 10 meters HH2 GPS)
 DP8739
 DP8739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7490157297(NAD 83)
 DP8739
 DP8739                          SUPERSEDED SURVEY CONTROL
 DP8739
 DP8739.No superseded survey control is available for this station.
 DP8739
 DP8739_MARKER: DD = SURVEY DISK
 DP8739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8739_STAMPING: 7J43 2012
 DP8739_MARK LOGO: WIDT
 DP8739_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8739+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2014
 DP8739
 DP8739  HISTORY     - Date     Condition        Report By
 DP8739  HISTORY     - 2012     MONUMENTED       WIDT
 DP8739  HISTORY     - 20140903 GOOD             WIDT
 DP8739
 DP8739                          STATION DESCRIPTION
 DP8739
 DP8739'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8739'THE STATION IS APPROXIMATELY 7.6 MI (12.2 KM) WEST OF ARMSTRONG CREEK,
 DP8739'7.5 MI (12.1 KM) SOUTHEAST OF NEWALD AND 1.3 MI (2.1 KM) NORTHEAST OF
 DP8739'CAVOUR.
 DP8739'
 DP8739'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP8739'HIGHWAY 139 ABOUT 6.5 MI (10.5 KM) NORTH OF THE COMMUNITY OF LAONA, GO
 DP8739'EAST ON US HIGHWAY 8 FOR 1.5 MI (2.4 KM) TO STILL HOUSE ROAD ON THE
 DP8739'LEFT.  CONTINUE EAST ON US HIGHWAY 8 FOR 0.5 MI (0.8 KM) TO THE
 DP8739'STATION ON THE LEFT.
 DP8739'
 DP8739'THE STATION IS 11.2 M (36.7 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8739'8, 31.0 M (101.7 FT) SOUTHEAST OF A POWER POLE -3715 27W4-, 15.5 M
 DP8739'(50.9 FT) EAST OF THE CENTER OF A DRIVEWAY -3530-3536-3540-3544- AND
 DP8739'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8739'WITNESS POSTS.
 DP8739'
 DP8739'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8739'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH
 DP8739'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8739'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8739'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8739'APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8740 ***********************************************************************
 DP8740  DESIGNATION -  7J44
 DP8740  PID         -  DP8740
 DP8740  STATE/COUNTY-  WI/FOREST
 DP8740  COUNTRY     -  US
 DP8740  USGS QUAD   -  LAKE GORDON (2018)
 DP8740
 DP8740                         *CURRENT SURVEY CONTROL
 DP8740  ______________________________________________________________________
 DP8740* NAD 83(1986) POSITION- 45 39 28.01   (N) 088 34 28.71   (W)   HD_HELD1
 DP8740* NAVD 88 ORTHO HEIGHT -   462.874 (meters)     1518.61  (feet) ADJUSTED
 DP8740  ______________________________________________________________________
 DP8740  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 DP8740  DYNAMIC HEIGHT  -        462.845 (meters)     1518.52  (feet) COMP
 DP8740  MODELED GRAVITY -    980,539.7   (mgal)                       NAVD 88
 DP8740
 DP8740  VERT ORDER      -  SECOND    CLASS I
 DP8740
 DP8740.The horizontal coordinates were determined by differentially corrected
 DP8740.hand held GPS observations or other comparable positioning techniques
 DP8740.and have an estimated accuracy of +/- 3 meters.
 DP8740
 DP8740.The orthometric height was determined by differential leveling and
 DP8740.adjusted by the NATIONAL GEODETIC SURVEY
 DP8740.in February 2017.
 DP8740
 DP8740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8740.GEOID18 height accuracy estimate available here.
 DP8740
 DP8740.Click photographs - Photos may exist for this station.
 DP8740
 DP8740.The dynamic height is computed by dividing the NAVD 88
 DP8740.geopotential number by the normal gravity value computed on the
 DP8740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8740.degrees latitude (g = 980.6199 gals.).
 DP8740
 DP8740.The modeled gravity was interpolated from observed gravity values.
 DP8740
 DP8740;                    North         East    Units  Estimated Accuracy
 DP8740;SPC WI N     -    55,581.0     711,084.0     MT  (+/- 3 meters HH1 GPS) 
 DP8740
 DP8740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7732257231(NAD 83)
 DP8740
 DP8740                          SUPERSEDED SURVEY CONTROL
 DP8740
 DP8740.No superseded survey control is available for this station.
 DP8740
 DP8740_MARKER: DD = SURVEY DISK
 DP8740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8740_STAMPING: 7J44 2012
 DP8740_MARK LOGO: WIDT
 DP8740_PROJECTION: FLUSH
 DP8740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8740+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2014
 DP8740
 DP8740  HISTORY     - Date     Condition        Report By
 DP8740  HISTORY     - 2012     MONUMENTED       WIDT
 DP8740  HISTORY     - 20140904 GOOD             WIDT
 DP8740
 DP8740                          STATION DESCRIPTION
 DP8740
 DP8740'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8740'THE STATION IS APPROXIMATELY 8.4 MI (13.5 KM) SOUTHEAST OF NEWALD, 6.2
 DP8740'MI (10.0 KM) WEST OF ARMSTRONG CREEK AND 2.7 MI (4.3 KM) NORTHEAST OF
 DP8740'CAVOUR.
 DP8740'
 DP8740'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP8740'HIGHWAY 139 ABOUT 6.5 MI (10.5 KM) NORTH OF THE COMMUNITY OF LAONA, GO
 DP8740'EAST ON US HIGHWAY 8 FOR 3.5 MI (5.6 KM) TO A HIGHWAY REST AREA ON THE
 DP8740'LEFT AND THE STATION ON THE LEFT.
 DP8740'
 DP8740'THE STATION IS 15.4 M (50.5 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8740'8, 22.6 M (74.1 FT) SOUTHWEST OF BOTH A STEEL RIGHT-OF-WAY POST AND A
 DP8740'WOODEN RIGHT-OF-WAY POST, 14.4 M (47.2 FT) WEST OF THE CENTERLINE OF
 DP8740'THE EAST ENTRANCE TO THE REST AREA, 12.1 M (39.7 FT) WEST-NORTHWEST OF
 DP8740'A -STOP- SIGN AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DP8740'POST.
 DP8740'
 DP8740'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8740'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH AND A
 DP8740'TREE LINE TO THE NORTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DP8740'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP8740'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP8740'INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN
 DP8740'THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8741 ***********************************************************************
 DP8741  DESIGNATION -  7J45
 DP8741  PID         -  DP8741
 DP8741  STATE/COUNTY-  WI/FOREST
 DP8741  COUNTRY     -  US
 DP8741  USGS QUAD   -  LAKE GORDON (2018)
 DP8741
 DP8741                         *CURRENT SURVEY CONTROL
 DP8741  ______________________________________________________________________
 DP8741* NAD 83(1986) POSITION- 45 39 27.1    (N) 088 32 22.2    (W)   HD_HELD2
 DP8741* NAVD 88 ORTHO HEIGHT -   467.790 (meters)     1534.74  (feet) ADJUSTED
 DP8741  ______________________________________________________________________
 DP8741  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 DP8741  DYNAMIC HEIGHT  -        467.760 (meters)     1534.64  (feet) COMP
 DP8741  MODELED GRAVITY -    980,535.8   (mgal)                       NAVD 88
 DP8741
 DP8741  VERT ORDER      -  SECOND    CLASS I
 DP8741
 DP8741.The horizontal coordinates were established by autonomous hand held GPS
 DP8741.observations and have an estimated accuracy of +/- 10 meters.
 DP8741
 DP8741.The orthometric height was determined by differential leveling and
 DP8741.adjusted by the NATIONAL GEODETIC SURVEY
 DP8741.in February 2017.
 DP8741
 DP8741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8741.GEOID18 height accuracy estimate available here.
 DP8741
 DP8741.Click photographs - Photos may exist for this station.
 DP8741
 DP8741.The dynamic height is computed by dividing the NAVD 88
 DP8741.geopotential number by the normal gravity value computed on the
 DP8741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8741.degrees latitude (g = 980.6199 gals.).
 DP8741
 DP8741.The modeled gravity was interpolated from observed gravity values.
 DP8741
 DP8741;                    North         East    Units  Estimated Accuracy
 DP8741;SPC WI N     -    55,603.      713,823.      MT  (+/- 10 meters HH2 GPS)
 DP8741
 DP8741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8005957150(NAD 83)
 DP8741
 DP8741                          SUPERSEDED SURVEY CONTROL
 DP8741
 DP8741.No superseded survey control is available for this station.
 DP8741
 DP8741_MARKER: DD = SURVEY DISK
 DP8741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8741_STAMPING: 7J45 2012
 DP8741_MARK LOGO: WIDT
 DP8741_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8741+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2014
 DP8741
 DP8741  HISTORY     - Date     Condition        Report By
 DP8741  HISTORY     - 2012     MONUMENTED       WIDT
 DP8741  HISTORY     - 20140904 GOOD             WIDT
 DP8741
 DP8741                          STATION DESCRIPTION
 DP8741
 DP8741'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8741'THE STATION IS APPROXIMATELY 8.2 MI (13.2 KM) SOUTHWEST OF A FENCE,
 DP8741'4.4 MI (7.1 KM) WEST OF ARMSTRONG CREEK AND 4.3 MI (6.9 KM)
 DP8741'EAST-NORTHEAST OF CAVOUR.
 DP8741'
 DP8741'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP8741'HIGHWAY 101 IN THE COMMUNITY OF ARMSTRONG CREEK, GO WEST ON US HIGHWAY
 DP8741'8 FOR 4.5 MI (7.2 KM) TO ZIOLKOWSKI ROAD ON THE RIGHT AND THE STATION
 DP8741'AHEAD ON THE LEFT.
 DP8741'
 DP8741'THE STATION IS 23.1 M (75.8 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY
 DP8741'8, 37 M (121.4 FT) WEST OF ZIOLKOWSKI ROAD, 60.0 M (196.9 FT) EAST OF
 DP8741'A POWER POLE -3716 30L13-, 36.8 M (120.7 FT) WEST-SOUTHWEST OF A POWER
 DP8741'POLE -3716 30R15-, 35.9 M (117.8 FT) WEST OF A UTILITY JUNCTION BOX
 DP8741'-306450- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8741'PLASTIC WITNESS POSTS.
 DP8741'
 DP8741'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8741'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8741'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8741'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 2 M (6.6
 DP8741'FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8742 ***********************************************************************
 DP8742  DESIGNATION -  7J46
 DP8742  PID         -  DP8742
 DP8742  STATE/COUNTY-  WI/FOREST
 DP8742  COUNTRY     -  US
 DP8742  USGS QUAD   -  ARMSTRONG CREEK (2018)
 DP8742
 DP8742                         *CURRENT SURVEY CONTROL
 DP8742  ______________________________________________________________________
 DP8742* NAD 83(1986) POSITION- 45 39 44.5    (N) 088 28 37.2    (W)   HD_HELD2
 DP8742* NAVD 88 ORTHO HEIGHT -   444.214 (meters)     1457.39  (feet) ADJUSTED
 DP8742  ______________________________________________________________________
 DP8742  GEOID HEIGHT    -        -34.147 (meters)                     GEOID18
 DP8742  DYNAMIC HEIGHT  -        444.179 (meters)     1457.28  (feet) COMP
 DP8742  MODELED GRAVITY -    980,524.9   (mgal)                       NAVD 88
 DP8742
 DP8742  VERT ORDER      -  SECOND    CLASS I
 DP8742
 DP8742.The horizontal coordinates were established by autonomous hand held GPS
 DP8742.observations and have an estimated accuracy of +/- 10 meters.
 DP8742
 DP8742.The orthometric height was determined by differential leveling and
 DP8742.adjusted by the NATIONAL GEODETIC SURVEY
 DP8742.in February 2017.
 DP8742
 DP8742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8742.GEOID18 height accuracy estimate available here.
 DP8742
 DP8742.Click photographs - Photos may exist for this station.
 DP8742
 DP8742.The dynamic height is computed by dividing the NAVD 88
 DP8742.geopotential number by the normal gravity value computed on the
 DP8742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8742.degrees latitude (g = 980.6199 gals.).
 DP8742
 DP8742.The modeled gravity was interpolated from observed gravity values.
 DP8742
 DP8742;                    North         East    Units  Estimated Accuracy
 DP8742;SPC WI N     -    56,231.      718,683.      MT  (+/- 10 meters HH2 GPS)
 DP8742
 DP8742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8493957595(NAD 83)
 DP8742
 DP8742                          SUPERSEDED SURVEY CONTROL
 DP8742
 DP8742.No superseded survey control is available for this station.
 DP8742
 DP8742_MARKER: DD = SURVEY DISK
 DP8742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8742_STAMPING: 7J46 2012
 DP8742_MARK LOGO: WIDT
 DP8742_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8742_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8742+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2014
 DP8742
 DP8742  HISTORY     - Date     Condition        Report By
 DP8742  HISTORY     - 2012     MONUMENTED       WIDT
 DP8742  HISTORY     - 20140904 GOOD             WIDT
 DP8742
 DP8742                          STATION DESCRIPTION
 DP8742
 DP8742'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8742'THE STATION IS APPROXIMATELY 7.4 MI (11.9 KM) EAST-NORTHEAST OF
 DP8742'CAVOUR, 6.2 MI (10.0 KM) SOUTHWEST OF A FENCE AND 1.4 MI (2.3 KM)
 DP8742'NORTHWEST OF ARMSTRONG CREEK.
 DP8742'
 DP8742'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP8742'HIGHWAY 101 IN THE COMMUNITY OF ARMSTRONG CREEK, GO WEST ON US HIGHWAY
 DP8742'8 FOR 1.5 MI (2.4 KM) TO MILLAN ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DP8742'NORTH ON MILLAN ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DP8742'
 DP8742'THE STATION IS 5.7 M (18.7 FT) EAST OF THE CENTERLINE OF MILLAN ROAD,
 DP8742'52.1 M (170.9 FT) NORTHEAST OF A POWER POLE -3716 27W5-, 32.4 M (106.3
 DP8742'FT) SOUTHEAST OF A POWER POLE -3716 27W9-, 31.4 M (103.0 FT) SOUTHEAST
 DP8742'OF A UTILITY JUNCTION BOX -274850- AND LOCATED BETWEEN TWO WHITE
 DP8742'PLASTIC WITNESS POSTS.
 DP8742'
 DP8742'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8742'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8742'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8742'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8742'0.3 M (1.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8700 ***********************************************************************
 DP8700  DESIGNATION -  7J76
 DP8700  PID         -  DP8700
 DP8700  STATE/COUNTY-  WI/FOREST
 DP8700  COUNTRY     -  US
 DP8700  USGS QUAD   -  ANVIL LAKE (2018)
 DP8700
 DP8700                         *CURRENT SURVEY CONTROL
 DP8700  ______________________________________________________________________
 DP8700* NAD 83(1986) POSITION- 45 56 41.83   (N) 089 01 29.66   (W)   HD_HELD1
 DP8700* NAVD 88 ORTHO HEIGHT -   524.273 (meters)     1720.05  (feet) ADJUSTED
 DP8700  ______________________________________________________________________
 DP8700  GEOID HEIGHT    -        -31.921 (meters)                     GEOID18
 DP8700  DYNAMIC HEIGHT  -        524.263 (meters)     1720.02  (feet) COMP
 DP8700  MODELED GRAVITY -    980,579.9   (mgal)                       NAVD 88
 DP8700
 DP8700  VERT ORDER      -  SECOND    CLASS I
 DP8700
 DP8700.The horizontal coordinates were determined by differentially corrected
 DP8700.hand held GPS observations or other comparable positioning techniques
 DP8700.and have an estimated accuracy of +/- 3 meters.
 DP8700
 DP8700.The orthometric height was determined by differential leveling and
 DP8700.adjusted by the NATIONAL GEODETIC SURVEY
 DP8700.in February 2017.
 DP8700
 DP8700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8700.GEOID18 height accuracy estimate available here.
 DP8700
 DP8700.Click photographs - Photos may exist for this station.
 DP8700
 DP8700.The dynamic height is computed by dividing the NAVD 88
 DP8700.geopotential number by the normal gravity value computed on the
 DP8700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8700.degrees latitude (g = 980.6199 gals.).
 DP8700
 DP8700.The modeled gravity was interpolated from observed gravity values.
 DP8700
 DP8700;                    North         East    Units  Estimated Accuracy
 DP8700;SPC WI N     -    86,965.7     675,603.4     MT  (+/- 3 meters HH1 GPS) 
 DP8700
 DP8700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4305289924(NAD 83)
 DP8700
 DP8700                          SUPERSEDED SURVEY CONTROL
 DP8700
 DP8700.No superseded survey control is available for this station.
 DP8700
 DP8700_MARKER: DD = SURVEY DISK
 DP8700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8700_STAMPING: 7J76 2012
 DP8700_MARK LOGO: WIDT
 DP8700_PROJECTION: FLUSH
 DP8700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8700+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP8700
 DP8700  HISTORY     - Date     Condition        Report By
 DP8700  HISTORY     - 2012     MONUMENTED       WIDT
 DP8700  HISTORY     - 20140814 GOOD             WIDT
 DP8700
 DP8700                          STATION DESCRIPTION
 DP8700
 DP8700'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8700'THE STATION IS APPROXIMATELY 12.1 MI (19.5 KM) NORTHEAST OF THREE
 DP8700'LAKES, 11.1 MI (17.9 KM) EAST-NORTHEAST OF EAGLE RIVER AND 8.8 MI
 DP8700'(14.2 KM) SOUTHEAST OF PHELPS.
 DP8700'
 DP8700'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8700'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8700'WEST ON STATE HIGHWAY 70 FOR 9.75 MI (15.7 KM) TO FOREST ROAD 2460 ON
 DP8700'THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 70 FOR 500 FT (152.4 M) TO
 DP8700'THE STATION ON THE LEFT.
 DP8700'
 DP8700'THE STATION IS 12.9 M (42.3 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8700'HIGHWAY 70, 35.3 M (115.8 FT) WEST OF A SIGN -SPECTACLE LAKE- AND
 DP8700'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8700'WITNESS POSTS.
 DP8700'
 DP8700'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTH LINE TO
 DP8700'THE SOUTH EXTENDING HIGHER THAN 30 DEGREES ABOVE THE HORIZON.  THE
 DP8700'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP8700'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP8700'DIAMETER CONCRETE POST, APPROXIMATELY 0.6 M (2.0 FT) LOWER THAN THE
 DP8700'ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8699 ***********************************************************************
 DP8699  DESIGNATION -  7J77
 DP8699  PID         -  DP8699
 DP8699  STATE/COUNTY-  WI/FOREST
 DP8699  COUNTRY     -  US
 DP8699  USGS QUAD   -  ALVIN NW (2018)
 DP8699
 DP8699                         *CURRENT SURVEY CONTROL
 DP8699  ______________________________________________________________________
 DP8699* NAD 83(1986) POSITION- 45 57 38.7    (N) 088 59 22.3    (W)   HD_HELD2
 DP8699* NAVD 88 ORTHO HEIGHT -   532.714 (meters)     1747.75  (feet) ADJUSTED
 DP8699  ______________________________________________________________________
 DP8699  GEOID HEIGHT    -        -31.919 (meters)                     GEOID18
 DP8699  DYNAMIC HEIGHT  -        532.705 (meters)     1747.72  (feet) COMP
 DP8699  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DP8699
 DP8699  VERT ORDER      -  SECOND    CLASS I
 DP8699
 DP8699.The horizontal coordinates were established by autonomous hand held GPS
 DP8699.observations and have an estimated accuracy of +/- 10 meters.
 DP8699
 DP8699.The orthometric height was determined by differential leveling and
 DP8699.adjusted by the NATIONAL GEODETIC SURVEY
 DP8699.in February 2017.
 DP8699
 DP8699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8699.GEOID18 height accuracy estimate available here.
 DP8699
 DP8699.Click photographs - Photos may exist for this station.
 DP8699
 DP8699.The dynamic height is computed by dividing the NAVD 88
 DP8699.geopotential number by the normal gravity value computed on the
 DP8699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8699.degrees latitude (g = 980.6199 gals.).
 DP8699
 DP8699.The modeled gravity was interpolated from observed gravity values.
 DP8699
 DP8699;                    North         East    Units  Estimated Accuracy
 DP8699;SPC WI N     -    88,756.      678,324.      MT  (+/- 10 meters HH2 GPS)
 DP8699
 DP8699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4583891611(NAD 83)
 DP8699
 DP8699                          SUPERSEDED SURVEY CONTROL
 DP8699
 DP8699.No superseded survey control is available for this station.
 DP8699
 DP8699_MARKER: DD = SURVEY DISK
 DP8699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8699_STAMPING: 7J77 2012
 DP8699_MARK LOGO: WIDT
 DP8699_PROJECTION: FLUSH
 DP8699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8699+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP8699
 DP8699  HISTORY     - Date     Condition        Report By
 DP8699  HISTORY     - 2012     MONUMENTED       WIDT
 DP8699  HISTORY     - 20140814 GOOD             WIDT
 DP8699
 DP8699                          STATION DESCRIPTION
 DP8699
 DP8699'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8699'THE STATION IS LOCATED APPROXIMATELY 13.9 MI (22.4 KM) NORTHEAST OF
 DP8699'THREE LAKES, 13.0 MI (20.9 KM) EAST-NORTHEAST OF EAGLE RIVER AND 8.5
 DP8699'MI (13.7 KM) SOUTHEAST OF PHELPS.
 DP8699'
 DP8699'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8699'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8699'WEST ON STATE HIGHWAY 70 FOR 6.75 MI (10.9 KM) TO DIVIDE ROAD.
 DP8699'CONTINUE WEST ON STATE HIGHWAY 70 FOR 1.1 MI (1.8 KM) TO THE STATION
 DP8699'ON THE RIGHT.
 DP8699'
 DP8699'THE STATION IS 11.9 M (39.0 FT) NORTH OF THE CENTERLINE OF STATE
 DP8699'HIGHWAY 70, 51.2 M (168.0 FT) WEST OF THE CENTERLINE OF A GRAVEL
 DP8699'DRIVEWAY -10924-, 49.2 M (161.4 FT) EAST OF A SIGN -SPECTACLE LAKE-
 DP8699'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8699'WITNESS POSTS.
 DP8699'
 DP8699'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DP8699'TO 35 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH EXTENDING
 DP8699'TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8699'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8699'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8699'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8698 ***********************************************************************
 DP8698  DESIGNATION -  7J78
 DP8698  PID         -  DP8698
 DP8698  STATE/COUNTY-  WI/FOREST
 DP8698  COUNTRY     -  US
 DP8698  USGS QUAD   -  ALVIN NW (2018)
 DP8698
 DP8698                         *CURRENT SURVEY CONTROL
 DP8698  ______________________________________________________________________
 DP8698* NAD 83(1986) POSITION- 45 57 51.7    (N) 088 56 49.2    (W)   HD_HELD2
 DP8698* NAVD 88 ORTHO HEIGHT -   531.692 (meters)     1744.39  (feet) ADJUSTED
 DP8698  ______________________________________________________________________
 DP8698  GEOID HEIGHT    -        -31.955 (meters)                     GEOID18
 DP8698  DYNAMIC HEIGHT  -        531.684 (meters)     1744.37  (feet) COMP
 DP8698  MODELED GRAVITY -    980,582.5   (mgal)                       NAVD 88
 DP8698
 DP8698  VERT ORDER      -  SECOND    CLASS I
 DP8698
 DP8698.The horizontal coordinates were established by autonomous hand held GPS
 DP8698.observations and have an estimated accuracy of +/- 10 meters.
 DP8698
 DP8698.The orthometric height was determined by differential leveling and
 DP8698.adjusted by the NATIONAL GEODETIC SURVEY
 DP8698.in February 2017.
 DP8698
 DP8698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8698.GEOID18 height accuracy estimate available here.
 DP8698
 DP8698.Click photographs - Photos may exist for this station.
 DP8698
 DP8698.The dynamic height is computed by dividing the NAVD 88
 DP8698.geopotential number by the normal gravity value computed on the
 DP8698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8698.degrees latitude (g = 980.6199 gals.).
 DP8698
 DP8698.The modeled gravity was interpolated from observed gravity values.
 DP8698
 DP8698;                    North         East    Units  Estimated Accuracy
 DP8698;SPC WI N     -    89,200.      681,615.      MT  (+/- 10 meters HH2 GPS)
 DP8698
 DP8698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4914391930(NAD 83)
 DP8698
 DP8698                          SUPERSEDED SURVEY CONTROL
 DP8698
 DP8698.No superseded survey control is available for this station.
 DP8698
 DP8698_MARKER: DD = SURVEY DISK
 DP8698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8698_STAMPING: 7J78 2012
 DP8698_MARK LOGO: WIDT
 DP8698_PROJECTION: FLUSH
 DP8698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8698+STABILITY: SURFACE MOTION
 DP8698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8698+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP8698
 DP8698  HISTORY     - Date     Condition        Report By
 DP8698  HISTORY     - 2012     MONUMENTED       WIDT
 DP8698  HISTORY     - 20140814 GOOD             WIDT
 DP8698
 DP8698                          STATION DESCRIPTION
 DP8698
 DP8698'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8698'THE STATION IS APPROXIMATELY 17.0 MI (27.4 KM) SOUTHWEST OF IRON
 DP8698'RIVER, 15.1 MI (24.3 KM) EAST-NORTHEAST OF EAGLE RIVER AND 9.6 MI
 DP8698'(15.4 KM) SOUTHEAST OF PHELPS.
 DP8698'
 DP8698'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8698'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8698'WEST ON STATE HIGHWAY 70 FOR 5.8 MI (9.3 KM) TO FOREST ROAD 2494 ON
 DP8698'THE RIGHT AND THE STATION ON THE RIGHT.
 DP8698'
 DP8698'THE STATION IS 12.7 M (41.7 FT) NORTH OF THE CENTERLINE OF STATE
 DP8698'HIGHWAY 70, 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF FOREST ROAD
 DP8698'2494, 4.4 M (14.4 FT) SOUTHWEST OF A STOP SIGN AND LOCATED IN THE
 DP8698'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8698'
 DP8698'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8698'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH
 DP8698'EXTENDING 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8698'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8698'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8698'LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8697 ***********************************************************************
 DP8697  DESIGNATION -  7J79
 DP8697  PID         -  DP8697
 DP8697  STATE/COUNTY-  WI/FOREST
 DP8697  COUNTRY     -  US
 DP8697  USGS QUAD   -  ALVIN NW (2018)
 DP8697
 DP8697                         *CURRENT SURVEY CONTROL
 DP8697  ______________________________________________________________________
 DP8697* NAD 83(1986) POSITION- 45 58 08.7    (N) 088 54 33.2    (W)   HD_HELD2
 DP8697* NAVD 88 ORTHO HEIGHT -   511.162 (meters)     1677.04  (feet) ADJUSTED
 DP8697  ______________________________________________________________________
 DP8697  GEOID HEIGHT    -        -31.986 (meters)                     GEOID18
 DP8697  DYNAMIC HEIGHT  -        511.157 (meters)     1677.02  (feet) COMP
 DP8697  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DP8697
 DP8697  VERT ORDER      -  SECOND    CLASS I
 DP8697
 DP8697.The horizontal coordinates were established by autonomous hand held GPS
 DP8697.observations and have an estimated accuracy of +/- 10 meters.
 DP8697
 DP8697.The orthometric height was determined by differential leveling and
 DP8697.adjusted by the NATIONAL GEODETIC SURVEY
 DP8697.in February 2017.
 DP8697
 DP8697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8697.GEOID18 height accuracy estimate available here.
 DP8697
 DP8697.Click photographs - Photos may exist for this station.
 DP8697
 DP8697.The dynamic height is computed by dividing the NAVD 88
 DP8697.geopotential number by the normal gravity value computed on the
 DP8697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8697.degrees latitude (g = 980.6199 gals.).
 DP8697
 DP8697.The modeled gravity was interpolated from observed gravity values.
 DP8697
 DP8697;                    North         East    Units  Estimated Accuracy
 DP8697;SPC WI N     -    89,764.      684,536.      MT  (+/- 10 meters HH2 GPS)
 DP8697
 DP8697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5208392384(NAD 83)
 DP8697
 DP8697                          SUPERSEDED SURVEY CONTROL
 DP8697
 DP8697.No superseded survey control is available for this station.
 DP8697
 DP8697_MARKER: DD = SURVEY DISK
 DP8697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8697_STAMPING: 7J79 2012
 DP8697_MARK LOGO: WIDT
 DP8697_PROJECTION: FLUSH
 DP8697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8697+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2014
 DP8697
 DP8697  HISTORY     - Date     Condition        Report By
 DP8697  HISTORY     - 2012     MONUMENTED       WIDT
 DP8697  HISTORY     - 20140815 GOOD             WIDT
 DP8697
 DP8697                          STATION DESCRIPTION
 DP8697
 DP8697'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8697'THE STATION IS APPROXIMATELY 16.9 MI (27.2 KM) EAST-NORTHEAST OF EAGLE
 DP8697'RIVER, 15.4 MI (24.8 KM) SOUTHWEST OF IRON RIVER AND 10.7 MI (17.2 KM)
 DP8697'SOUTHEAST OF PHELPS.
 DP8697'
 DP8697'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8697'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8697'WEST ON STATE HIGHWAY 70 FOR 2.7 MI (4.3 KM) TO FOREST ROAD 2512 ON
 DP8697'THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 70 FOR 1.2 MI (1.9 KM) TO
 DP8697'THE STATION ON THE RIGHT.
 DP8697'
 DP8697'THE STATION IS 13.6 M (44.6 FT) NORTH OF THE CENTERLINE OF STATE
 DP8697'HIGHWAY 70 AND IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8697'PLASTIC WITNESS POSTS.
 DP8697'
 DP8697'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DP8697'TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH EXTENDING
 DP8697'TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8697'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8697'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8697'0.5 M (1.6 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8696 ***********************************************************************
 DP8696  DESIGNATION -  7J80
 DP8696  PID         -  DP8696
 DP8696  STATE/COUNTY-  WI/FOREST
 DP8696  COUNTRY     -  US
 DP8696  USGS QUAD   -  ALVIN (2018)
 DP8696
 DP8696                         *CURRENT SURVEY CONTROL
 DP8696  ______________________________________________________________________
 DP8696* NAD 83(1986) POSITION- 45 58 03.9    (N) 088 52 03.4    (W)   HD_HELD2
 DP8696* NAVD 88 ORTHO HEIGHT -   500.247 (meters)     1641.23  (feet) ADJUSTED
 DP8696  ______________________________________________________________________
 DP8696  GEOID HEIGHT    -        -32.050 (meters)                     GEOID18
 DP8696  DYNAMIC HEIGHT  -        500.246 (meters)     1641.22  (feet) COMP
 DP8696  MODELED GRAVITY -    980,597.0   (mgal)                       NAVD 88
 DP8696
 DP8696  VERT ORDER      -  SECOND    CLASS I
 DP8696
 DP8696.The horizontal coordinates were established by autonomous hand held GPS
 DP8696.observations and have an estimated accuracy of +/- 10 meters.
 DP8696
 DP8696.The orthometric height was determined by differential leveling and
 DP8696.adjusted by the NATIONAL GEODETIC SURVEY
 DP8696.in February 2017.
 DP8696
 DP8696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8696.GEOID18 height accuracy estimate available here.
 DP8696
 DP8696.Click photographs - Photos may exist for this station.
 DP8696
 DP8696.The dynamic height is computed by dividing the NAVD 88
 DP8696.geopotential number by the normal gravity value computed on the
 DP8696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8696.degrees latitude (g = 980.6199 gals.).
 DP8696
 DP8696.The modeled gravity was interpolated from observed gravity values.
 DP8696
 DP8696;                    North         East    Units  Estimated Accuracy
 DP8696;SPC WI N     -    89,661.      687,762.      MT  (+/- 10 meters HH2 GPS)
 DP8696
 DP8696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5530392160(NAD 83)
 DP8696
 DP8696                          SUPERSEDED SURVEY CONTROL
 DP8696
 DP8696.No superseded survey control is available for this station.
 DP8696
 DP8696_MARKER: DD = SURVEY DISK
 DP8696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8696_STAMPING: 7J80 2012
 DP8696_MARK LOGO: WIDT
 DP8696_PROJECTION: FLUSH
 DP8696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8696+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2014
 DP8696
 DP8696  HISTORY     - Date     Condition        Report By
 DP8696  HISTORY     - 2012     MONUMENTED       WIDT
 DP8696  HISTORY     - 20140818 GOOD             WIDT
 DP8696
 DP8696                          STATION DESCRIPTION
 DP8696
 DP8696'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8696'THE STATION IS APPROXIMATELY 18.9 MI (30.4 KM) EAST-NORTHEAST OF EAGLE
 DP8696'RIVER, 13.8 MI (22.2 KM) SOUTHWEST OF IRON RIVER AND 12.3 MI (19.8 KM)
 DP8696'SOUTHEAST OF PHELPS.
 DP8696'
 DP8696'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8696'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8696'WEST ON STATE HIGHWAY 70 FOR 1.85 MI (3.0 KM) TO NATIONAL FOREST ROAD
 DP8696'2174 (WINDSOR DAM ROAD) ON THE LEFT AND THE STATION ON THE LEFT.
 DP8696'
 DP8696'THE STATION IS 17.4 M (57.1 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8696'HIGHWAY 70, 15.5 M (50.9 FT) EAST OF THE CENTERLINE OF NATIONAL FOREST
 DP8696'ROAD 2174 (WINDSOR DAM ROAD), 9.4 M (30.8 FT) EAST-SOUTHEAST OF A
 DP8696'-STOP- SIGN AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8696'WHITE PLASTIC WITNESS POSTS.
 DP8696'
 DP8696'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTH EXTENDING
 DP8696'35 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH EXTENDING 20
 DP8696'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8696'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8696'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8696'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8695 ***********************************************************************
 DP8695  DESIGNATION -  7J81
 DP8695  PID         -  DP8695
 DP8695  STATE/COUNTY-  WI/FOREST
 DP8695  COUNTRY     -  US
 DP8695  USGS QUAD   -  ALVIN (2018)
 DP8695
 DP8695                         *CURRENT SURVEY CONTROL
 DP8695  ______________________________________________________________________
 DP8695* NAD 83(1986) POSITION- 45 57 58.0    (N) 088 49 47.0    (W)   HD_HELD2
 DP8695* NAVD 88 ORTHO HEIGHT -   518.171 (meters)     1700.03  (feet) ADJUSTED
 DP8695  ______________________________________________________________________
 DP8695  GEOID HEIGHT    -        -32.130 (meters)                     GEOID18
 DP8695  DYNAMIC HEIGHT  -        518.168 (meters)     1700.02  (feet) COMP
 DP8695  MODELED GRAVITY -    980,592.5   (mgal)                       NAVD 88
 DP8695
 DP8695  VERT ORDER      -  SECOND    CLASS I
 DP8695
 DP8695.The horizontal coordinates were established by autonomous hand held GPS
 DP8695.observations and have an estimated accuracy of +/- 10 meters.
 DP8695
 DP8695.The orthometric height was determined by differential leveling and
 DP8695.adjusted by the NATIONAL GEODETIC SURVEY
 DP8695.in February 2017.
 DP8695
 DP8695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8695.GEOID18 height accuracy estimate available here.
 DP8695
 DP8695.Click photographs - Photos may exist for this station.
 DP8695
 DP8695.The dynamic height is computed by dividing the NAVD 88
 DP8695.geopotential number by the normal gravity value computed on the
 DP8695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8695.degrees latitude (g = 980.6199 gals.).
 DP8695
 DP8695.The modeled gravity was interpolated from observed gravity values.
 DP8695
 DP8695;                    North         East    Units  Estimated Accuracy
 DP8695;SPC WI N     -    89,521.      690,701.      MT  (+/- 10 meters HH2 GPS)
 DP8695
 DP8695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5823491909(NAD 83)
 DP8695
 DP8695                          SUPERSEDED SURVEY CONTROL
 DP8695
 DP8695.No superseded survey control is available for this station.
 DP8695
 DP8695_MARKER: DD = SURVEY DISK
 DP8695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8695_STAMPING: 7J81 2012
 DP8695_MARK LOGO: WIDT
 DP8695_PROJECTION: FLUSH
 DP8695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8695+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2014
 DP8695
 DP8695  HISTORY     - Date     Condition        Report By
 DP8695  HISTORY     - 2012     MONUMENTED       WIDT
 DP8695  HISTORY     - 20140818 GOOD             WIDT
 DP8695
 DP8695                          STATION DESCRIPTION
 DP8695
 DP8695'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8695'THE STATION IS APPROXIMATELY 20.6 MI (33.1 KM) EAST-NORTHEAST OF EAGLE
 DP8695'RIVER, 14.0 MI (22.5 KM) SOUTHEAST OF PHELPS AND 12.5 MI (20.1 KM)
 DP8695'SOUTHWEST OF IRON RIVER.
 DP8695'
 DP8695'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF
 DP8695'STATE HIGHWAY 55 WITH STATE HIGHWAY 70, ABOUT 1 MI (1.6 KM) SOUTH OF
 DP8695'THE COMMUNITY OF ALVIN.
 DP8695'
 DP8695'THE STATION IS 20.1 M (65.9 FT) NORTH OF THE CENTERLINE OF STATE
 DP8695'HIGHWAY 70, 22.6 M (74.1 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DP8695'55 AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8695'PLASTIC WITNESS POSTS.
 DP8695'
 DP8695'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH EXTENDING TO 25
 DP8695'DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTH EXTENDING TO 20
 DP8695'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8695'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8695'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8695'0.3 M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8631 ***********************************************************************
 DP8631  DESIGNATION -  7J82
 DP8631  PID         -  DP8631
 DP8631  STATE/COUNTY-  WI/FOREST
 DP8631  COUNTRY     -  US
 DP8631  USGS QUAD   -  ALVIN (2018)
 DP8631
 DP8631                         *CURRENT SURVEY CONTROL
 DP8631  ______________________________________________________________________
 DP8631* NAD 83(1986) POSITION- 45 58 05.20   (N) 088 47 02.77   (W)   HD_HELD1
 DP8631* NAVD 88 ORTHO HEIGHT -   494.296 (meters)     1621.70  (feet) ADJUSTED
 DP8631  ______________________________________________________________________
 DP8631  GEOID HEIGHT    -        -32.238 (meters)                     GEOID18
 DP8631  DYNAMIC HEIGHT  -        494.290 (meters)     1621.68  (feet) COMP
 DP8631  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 DP8631
 DP8631  VERT ORDER      -  SECOND    CLASS I
 DP8631
 DP8631.The horizontal coordinates were determined by differentially corrected
 DP8631.hand held GPS observations or other comparable positioning techniques
 DP8631.and have an estimated accuracy of +/- 3 meters.
 DP8631
 DP8631.The orthometric height was determined by differential leveling and
 DP8631.adjusted by the NATIONAL GEODETIC SURVEY
 DP8631.in February 2017.
 DP8631
 DP8631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8631.GEOID18 height accuracy estimate available here.
 DP8631
 DP8631.Click photographs - Photos may exist for this station.
 DP8631
 DP8631.The dynamic height is computed by dividing the NAVD 88
 DP8631.geopotential number by the normal gravity value computed on the
 DP8631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8631.degrees latitude (g = 980.6199 gals.).
 DP8631
 DP8631.The modeled gravity was interpolated from observed gravity values.
 DP8631
 DP8631;                    North         East    Units  Estimated Accuracy
 DP8631;SPC WI N     -    89,796.8     694,233.2     MT  (+/- 3 meters HH1 GPS) 
 DP8631
 DP8631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6177492051(NAD 83)
 DP8631
 DP8631                          SUPERSEDED SURVEY CONTROL
 DP8631
 DP8631.No superseded survey control is available for this station.
 DP8631
 DP8631_MARKER: DD = SURVEY DISK
 DP8631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8631_STAMPING: 7J82 2012
 DP8631_MARK LOGO: WIDT
 DP8631_PROJECTION: PROJECTING 2 CENTIMETERS
 DP8631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8631+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 DP8631
 DP8631  HISTORY     - Date     Condition        Report By
 DP8631  HISTORY     - 2012     MONUMENTED       WIDT
 DP8631  HISTORY     - 20140819 GOOD             WIDT
 DP8631
 DP8631                          STATION DESCRIPTION
 DP8631
 DP8631'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8631'THE STATION IS APPROXIMATELY 22.8 MI (36.7 KM) EAST-NORTHEAST OF EAGLE
 DP8631'RIVER, 10.9 MI (17.5 KM) SOUTHWEST OF IRON RIVER AND 8.0 MI (12.9 KM)
 DP8631'WEST-NORTHWEST OF TIPLER.
 DP8631'
 DP8631'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8631'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8631'EAST ON STATE HIGHWAY 70 FOR 2.2 MI (3.5 KM) TO NATIONAL FOREST ROAD
 DP8631'3051 ON THE LEFT AND THE STATION ON THE LEFT.
 DP8631'
 DP8631'THE STATION IS 14.4 M (47.2 FT) NORTH OF THE CENTERLINE OF STATE
 DP8631'HIGHWAY 70, 4 M (13.1 FT) EAST OF THE CENTER OF NATIONAL FOREST ROAD
 DP8631'3051 AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8631'PLASTIC WITNESS POSTS.
 DP8631'
 DP8631'NOTE-THIS STATION IS OBSTRUCTED BY A PINE TREE TO THE NORTHWEST
 DP8631'EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND PINE TREES TO THE SOUTH
 DP8631'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8631'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8631'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8631'LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8632 ***********************************************************************
 DP8632  DESIGNATION -  7J83
 DP8632  PID         -  DP8632
 DP8632  STATE/COUNTY-  WI/FOREST
 DP8632  COUNTRY     -  US
 DP8632  USGS QUAD   -  TIPLER (2018)
 DP8632
 DP8632                         *CURRENT SURVEY CONTROL
 DP8632  ______________________________________________________________________
 DP8632* NAD 83(1986) POSITION- 45 58 02.54   (N) 088 44 51.70   (W)   HD_HELD1
 DP8632* NAVD 88 ORTHO HEIGHT -   480.034 (meters)     1574.91  (feet) ADJUSTED
 DP8632  ______________________________________________________________________
 DP8632  GEOID HEIGHT    -        -32.341 (meters)                     GEOID18
 DP8632  DYNAMIC HEIGHT  -        480.027 (meters)     1574.89  (feet) COMP
 DP8632  MODELED GRAVITY -    980,584.6   (mgal)                       NAVD 88
 DP8632
 DP8632  VERT ORDER      -  SECOND    CLASS I
 DP8632
 DP8632.The horizontal coordinates were determined by differentially corrected
 DP8632.hand held GPS observations or other comparable positioning techniques
 DP8632.and have an estimated accuracy of +/- 3 meters.
 DP8632
 DP8632.The orthometric height was determined by differential leveling and
 DP8632.adjusted by the NATIONAL GEODETIC SURVEY
 DP8632.in February 2017.
 DP8632
 DP8632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8632.GEOID18 height accuracy estimate available here.
 DP8632
 DP8632.Click photographs - Photos may exist for this station.
 DP8632
 DP8632.The dynamic height is computed by dividing the NAVD 88
 DP8632.geopotential number by the normal gravity value computed on the
 DP8632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8632.degrees latitude (g = 980.6199 gals.).
 DP8632
 DP8632.The modeled gravity was interpolated from observed gravity values.
 DP8632
 DP8632;                    North         East    Units  Estimated Accuracy
 DP8632;SPC WI N     -    89,758.6     697,056.0     MT  (+/- 3 meters HH1 GPS) 
 DP8632
 DP8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6459391907(NAD 83)
 DP8632
 DP8632                          SUPERSEDED SURVEY CONTROL
 DP8632
 DP8632.No superseded survey control is available for this station.
 DP8632
 DP8632_MARKER: DD = SURVEY DISK
 DP8632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8632_STAMPING: 7J83 2012
 DP8632_MARK LOGO: WIDT
 DP8632_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8632_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8632+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 DP8632
 DP8632  HISTORY     - Date     Condition        Report By
 DP8632  HISTORY     - 2012     MONUMENTED       WIDT
 DP8632  HISTORY     - 20140819 GOOD             WIDT
 DP8632
 DP8632                          STATION DESCRIPTION
 DP8632
 DP8632'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8632'THE STATION IS APPROXIMATELY 23.8 MI (38.3 KM) EAST-NORTHEAST OF EAGLE
 DP8632'RIVER, 10.2 MI (16.4 KM) SOUTH-SOUTHWEST OF IRON RIVER AND 6.4 MI
 DP8632'(10.3 KM) NORTHWEST OF TIPLER.
 DP8632'
 DP8632'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8632'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8632'EAST ON STATE HIGHWAY 70 FOR 3.3 MI (5.3 KM) TO ZIERLER ROAD ON THE
 DP8632'RIGHT.  CONTINUE EAST ON STATE HIGHWAY 70 FOR 0.65 MI (1.0 KM) TO THE
 DP8632'STATION ON THE RIGHT.
 DP8632'
 DP8632'THE STATION IS 10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8632'HIGHWAY 70, 150 M (492.1 FT) WEST OF GASPARDO ROAD, 9 M (29.5 FT) EAST
 DP8632'OF THE CENTER OF A DIRT TRAIL AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8632'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8632'
 DP8632'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTH EXTENDING
 DP8632'TO 35 DEGREES ABOVE THE HORIZON AND A PINE TREE LINE TO THE NORTH
 DP8632'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8632'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8632'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8632'LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8634 ***********************************************************************
 DP8634  DESIGNATION -  7J84
 DP8634  PID         -  DP8634
 DP8634  STATE/COUNTY-  WI/FOREST
 DP8634  COUNTRY     -  US
 DP8634  USGS QUAD   -  TIPLER (2018)
 DP8634
 DP8634                         *CURRENT SURVEY CONTROL
 DP8634  ______________________________________________________________________
 DP8634* NAD 83(1986) POSITION- 45 58 06.18   (N) 088 40 55.86   (W)   HD_HELD1
 DP8634* NAVD 88 ORTHO HEIGHT -   472.485 (meters)     1550.14  (feet) ADJUSTED
 DP8634  ______________________________________________________________________
 DP8634  GEOID HEIGHT    -        -32.496 (meters)                     GEOID18
 DP8634  DYNAMIC HEIGHT  -        472.482 (meters)     1550.13  (feet) COMP
 DP8634  MODELED GRAVITY -    980,592.9   (mgal)                       NAVD 88
 DP8634
 DP8634  VERT ORDER      -  SECOND    CLASS I
 DP8634
 DP8634.The horizontal coordinates were determined by differentially corrected
 DP8634.hand held GPS observations or other comparable positioning techniques
 DP8634.and have an estimated accuracy of +/- 3 meters.
 DP8634
 DP8634.The orthometric height was determined by differential leveling and
 DP8634.adjusted by the NATIONAL GEODETIC SURVEY
 DP8634.in February 2017.
 DP8634
 DP8634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8634.GEOID18 height accuracy estimate available here.
 DP8634
 DP8634.Click photographs - Photos may exist for this station.
 DP8634
 DP8634.The dynamic height is computed by dividing the NAVD 88
 DP8634.geopotential number by the normal gravity value computed on the
 DP8634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8634.degrees latitude (g = 980.6199 gals.).
 DP8634
 DP8634.The modeled gravity was interpolated from observed gravity values.
 DP8634
 DP8634;                    North         East    Units  Estimated Accuracy
 DP8634;SPC WI N     -    89,953.1     702,130.9     MT  (+/- 3 meters HH1 GPS) 
 DP8634
 DP8634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6967191910(NAD 83)
 DP8634
 DP8634                          SUPERSEDED SURVEY CONTROL
 DP8634
 DP8634.No superseded survey control is available for this station.
 DP8634
 DP8634_MARKER: DD = SURVEY DISK
 DP8634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8634_STAMPING: 7J84 2012
 DP8634_MARK LOGO: WIDT
 DP8634_PROJECTION: FLUSH
 DP8634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8634+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2014
 DP8634
 DP8634  HISTORY     - Date     Condition        Report By
 DP8634  HISTORY     - 2012     MONUMENTED       WIDT
 DP8634  HISTORY     - 20140820 GOOD             WIDT
 DP8634
 DP8634                          STATION DESCRIPTION
 DP8634
 DP8634'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8634'THE STATION IS APPROXIMATELY 27.6 MI (44.4 KM) EAST-NORTHEAST OF EAGLE
 DP8634'RIVER, 8.8 MI (14.2 KM) SOUTH-SOUTHWEST OF IRON RIVER AND 3.7 MI (6.0
 DP8634'KM) NORTHWEST OF TIPLER.
 DP8634'
 DP8634'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 139 WITH STATE
 DP8634'HIGHWAY 70 WEST LOCATED ABOUT 3 MI (4.8 KM) NORTH-NORTHWEST OF THE
 DP8634'COMMUNITY OF TIPLER, GO WEST ON STATE HIGHWAY 70 FOR 0.5 MI (0.8 KM)
 DP8634'TO BORZICK ROAD ON THE LEFT AND REMBERG ROAD ON THE RIGHT.  CONTINUE
 DP8634'WEST ON STATE HIGHWAY 70 FOR 0.85 MI (1.4 KM) TO THE STATION ON THE
 DP8634'RIGHT.
 DP8634'
 DP8634'THE STATION IS 13.1 M (43.0 FT) NORTH OF THE CENTERLINE OF STATE
 DP8634'HIGHWAY 70, 215 M (705.4 FT) WEST OF NATIONAL FOREST ROAD 2453, 20.5 M
 DP8634'(67.3 FT) NORTH-NORTHEAST OF A SIGN -JCT 2453- AND LOCATED IN THE
 DP8634'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8634'
 DP8634'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8634'DEGREES ABOVE THE HORIZON EXCEPT FOR A PINE TREE LINE TO THE NORTH
 DP8634'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8634'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8634'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8634'APPROXIMATELY 1.0 M (3.3 FT) LOWER THAN THE ROAD GRADE.  THE STATION
 DP8634'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DP8634'CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER
 DP8634'CONCRETE POST, APPROXIMATELY 1.0 M (3.3 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8636 ***********************************************************************
 DP8636  DESIGNATION -  7J85
 DP8636  PID         -  DP8636
 DP8636  STATE/COUNTY-  WI/FLORENCE
 DP8636  COUNTRY     -  US
 DP8636  USGS QUAD   -  TIPLER (2018)
 DP8636
 DP8636                         *CURRENT SURVEY CONTROL
 DP8636  ______________________________________________________________________
 DP8636* NAD 83(1986) POSITION- 45 56 15.47   (N) 088 39 17.88   (W)   HD_HELD1
 DP8636* NAVD 88 ORTHO HEIGHT -   484.802 (meters)     1590.55  (feet) ADJUSTED
 DP8636  ______________________________________________________________________
 DP8636  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 DP8636  DYNAMIC HEIGHT  -        484.787 (meters)     1590.51  (feet) COMP
 DP8636  MODELED GRAVITY -    980,567.8   (mgal)                       NAVD 88
 DP8636
 DP8636  VERT ORDER      -  SECOND    CLASS I
 DP8636
 DP8636.The horizontal coordinates were determined by differentially corrected
 DP8636.hand held GPS observations or other comparable positioning techniques
 DP8636.and have an estimated accuracy of +/- 3 meters.
 DP8636
 DP8636.The orthometric height was determined by differential leveling and
 DP8636.adjusted by the NATIONAL GEODETIC SURVEY
 DP8636.in February 2017.
 DP8636
 DP8636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8636.GEOID18 height accuracy estimate available here.
 DP8636
 DP8636.Click photographs - Photos may exist for this station.
 DP8636
 DP8636.The dynamic height is computed by dividing the NAVD 88
 DP8636.geopotential number by the normal gravity value computed on the
 DP8636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8636.degrees latitude (g = 980.6199 gals.).
 DP8636
 DP8636.The modeled gravity was interpolated from observed gravity values.
 DP8636
 DP8636;                    North         East    Units  Estimated Accuracy
 DP8636;SPC WI N     -    86,570.9     704,297.9     MT  (+/- 3 meters HH1 GPS) 
 DP8636
 DP8636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7170888449(NAD 83)
 DP8636
 DP8636                          SUPERSEDED SURVEY CONTROL
 DP8636
 DP8636.No superseded survey control is available for this station.
 DP8636
 DP8636_MARKER: DD = SURVEY DISK
 DP8636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8636_STAMPING: 7J85 2012
 DP8636_MARK LOGO: WIDT
 DP8636_PROJECTION: FLUSH
 DP8636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8636+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2014
 DP8636
 DP8636  HISTORY     - Date     Condition        Report By
 DP8636  HISTORY     - 2012     MONUMENTED       WIDT
 DP8636  HISTORY     - 20140821 GOOD             WIDT
 DP8636
 DP8636                          STATION DESCRIPTION
 DP8636
 DP8636'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8636'THE STATION IS APPROXIMATELY 9.0 MI (14.5 KM) SOUTHEAST OF ALVIN, 6.2
 DP8636'MI (10.0 KM) NORTH OF LONG LAKE AND 1.3 MI (2.1 KM) NORTHWEST OF
 DP8636'TIPLER.
 DP8636'
 DP8636'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 EAST WITH
 DP8636'STATE HIGHWAY 139 ABOUT 1 MI (1.6 KM) WEST OF THE COMMUNITY OF TIPLER,
 DP8636'GO NORTH ON STATE HIGHWAY 70 AND STATE HIGHWAY 139 FOR 0.7 MI (1.1 KM)
 DP8636'TO THE STATION ON THE LEFT.
 DP8636'
 DP8636'THE STATION IS 10.3 M (33.8 FT) WEST OF THE CENTERLINE OF STATE
 DP8636'HIGHWAY 70 AND STATE HIGHWAY 139, 75 M (246.1 FT) SOUTH OF CENTER OF A
 DP8636'PRIVATE DRIVE -5979 AND 5867-, 29.6 M (97.1 FT) SOUTHWEST OF A POWER
 DP8636'POLE -86 05013 40 5- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP8636'THREE WHITE PLASTIC WITNESS POSTS.
 DP8636'
 DP8636'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8636'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8636'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL STATION DISK SET IN THE
 DP8636'TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST SET, APPROXIMATELY 1.0
 DP8636'M (3.3 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8637 ***********************************************************************
 DP8637  DESIGNATION -  7J86
 DP8637  PID         -  DP8637
 DP8637  STATE/COUNTY-  WI/FLORENCE
 DP8637  COUNTRY     -  US
 DP8637  USGS QUAD   -  TIPLER (2018)
 DP8637
 DP8637                         *CURRENT SURVEY CONTROL
 DP8637  ______________________________________________________________________
 DP8637* NAD 83(1986) POSITION- 45 55 10.9    (N) 088 37 56.8    (W)   HD_HELD2
 DP8637* NAVD 88 ORTHO HEIGHT -   469.795 (meters)     1541.32  (feet) ADJUSTED
 DP8637  ______________________________________________________________________
 DP8637  GEOID HEIGHT    -        -32.914 (meters)                     GEOID18
 DP8637  DYNAMIC HEIGHT  -        469.774 (meters)     1541.25  (feet) COMP
 DP8637  MODELED GRAVITY -    980,556.4   (mgal)                       NAVD 88
 DP8637
 DP8637  VERT ORDER      -  SECOND    CLASS I
 DP8637
 DP8637.The horizontal coordinates were established by autonomous hand held GPS
 DP8637.observations and have an estimated accuracy of +/- 10 meters.
 DP8637
 DP8637.The orthometric height was determined by differential leveling and
 DP8637.adjusted by the NATIONAL GEODETIC SURVEY
 DP8637.in February 2017.
 DP8637
 DP8637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8637.GEOID18 height accuracy estimate available here.
 DP8637
 DP8637.Click photographs - Photos may exist for this station.
 DP8637
 DP8637.The dynamic height is computed by dividing the NAVD 88
 DP8637.geopotential number by the normal gravity value computed on the
 DP8637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8637.degrees latitude (g = 980.6199 gals.).
 DP8637
 DP8637.The modeled gravity was interpolated from observed gravity values.
 DP8637
 DP8637;                    North         East    Units  Estimated Accuracy
 DP8637;SPC WI N     -    84,608.      706,078.      MT  (+/- 10 meters HH2 GPS)
 DP8637
 DP8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7341386420(NAD 83)
 DP8637
 DP8637                          SUPERSEDED SURVEY CONTROL
 DP8637
 DP8637.No superseded survey control is available for this station.
 DP8637
 DP8637_MARKER: DD = SURVEY DISK
 DP8637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8637_STAMPING: 7J86 2012
 DP8637_MARK LOGO: WIDT
 DP8637_PROJECTION: FLUSH
 DP8637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8637+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2014
 DP8637
 DP8637  HISTORY     - Date     Condition        Report By
 DP8637  HISTORY     - 2012     MONUMENTED       WIDT
 DP8637  HISTORY     - 20140821 GOOD             WIDT
 DP8637
 DP8637                          STATION DESCRIPTION
 DP8637
 DP8637'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8637'THE STATION IS IN THE COMMUNITY OF TIPLER, APPROXIMATELY 10.4 MI (16.7
 DP8637'KM) SOUTHEAST OF ALVIN AND 5.1 MI (8.2 KM) NORTH-NORTHEAST OF LONG
 DP8637'LAKE.
 DP8637'
 DP8637'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 EAST WITH
 DP8637'STATE HIGHWAY 139 ABOUT 1 MI (1.6 KM) WEST OF THE COMMUNITY OF TIPLER,
 DP8637'GO EAST ON STATE HIGHWAY 70 FOR 1.1 MI (1.8 KM) TO DREAM LAKE ROAD ON
 DP8637'THE RIGHT.  TURN RIGHT AND GO SOUTH ON DREAM LAKE ROAD FOR 0.3 MI (0.5
 DP8637'KM) TO A GRAVEL SERVICE DRIVEWAY FOR THE TOWN OF TIPLER MUNICIPAL
 DP8637'GARAGE ON THE LEFT.  URN LEFT AND GO EAST ALONG THE GRAVEL DRIVEWAY
 DP8637'FOR ABOUT 90 FT (27.4 M) TO THE STATION ON THE RIGHT, WHICH IS LOCATED
 DP8637'IN THE LAWN JUST SOUTH OF THE EDGE OF THE GRAVEL DRIVEWAY.
 DP8637'
 DP8637'THE STATION IS 30.6 M (100.4 FT) EAST OF THE CENTERLINE OF DREAM LAKE
 DP8637'ROAD, 15.4 M (50.5 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 DP8637'TIPLER TOWN HALL BUILDING, 0.3 M (1.0 FT) SOUTH OF THE SOUTH EDGE OF
 DP8637'GRAVEL FOR THE SERVICE DRIVEWAY -1130 AND 1159- AND 0.7 M (2.3 FT)
 DP8637'NORTH OF A WHITE PLASTIC WITNESS POST.
 DP8637'
 DP8637'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8637'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8637'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL STATION DISK SET IN THE
 DP8637'TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE
 DP8637'ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8638 ***********************************************************************
 DP8638  DESIGNATION -  7J87
 DP8638  PID         -  DP8638
 DP8638  STATE/COUNTY-  WI/FLORENCE
 DP8638  COUNTRY     -  US
 DP8638  USGS QUAD   -  LONG LAKE NE (2018)
 DP8638
 DP8638                         *CURRENT SURVEY CONTROL
 DP8638  ______________________________________________________________________
 DP8638* NAD 83(1986) POSITION- 45 55 57.2    (N) 088 36 50.4    (W)   HD_HELD2
 DP8638* NAVD 88 ORTHO HEIGHT -   466.785 (meters)     1531.44  (feet) ADJUSTED
 DP8638  ______________________________________________________________________
 DP8638  GEOID HEIGHT    -        -32.870 (meters)                     GEOID18
 DP8638  DYNAMIC HEIGHT  -        466.768 (meters)     1531.39  (feet) COMP
 DP8638  MODELED GRAVITY -    980,564.5   (mgal)                       NAVD 88
 DP8638
 DP8638  VERT ORDER      -  SECOND    CLASS I
 DP8638
 DP8638.The horizontal coordinates were established by autonomous hand held GPS
 DP8638.observations and have an estimated accuracy of +/- 10 meters.
 DP8638
 DP8638.The orthometric height was determined by differential leveling and
 DP8638.adjusted by the NATIONAL GEODETIC SURVEY
 DP8638.in February 2017.
 DP8638
 DP8638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8638.GEOID18 height accuracy estimate available here.
 DP8638
 DP8638.Click photographs - Photos may exist for this station.
 DP8638
 DP8638.The dynamic height is computed by dividing the NAVD 88
 DP8638.geopotential number by the normal gravity value computed on the
 DP8638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8638.degrees latitude (g = 980.6199 gals.).
 DP8638
 DP8638.The modeled gravity was interpolated from observed gravity values.
 DP8638
 DP8638;                    North         East    Units  Estimated Accuracy
 DP8638;SPC WI N     -    86,062.      707,484.      MT  (+/- 10 meters HH2 GPS)
 DP8638
 DP8638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7487387820(NAD 83)
 DP8638
 DP8638                          SUPERSEDED SURVEY CONTROL
 DP8638
 DP8638.No superseded survey control is available for this station.
 DP8638
 DP8638_MARKER: DD = SURVEY DISK
 DP8638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8638_STAMPING: 7J87 2012
 DP8638_MARK LOGO: WIDT
 DP8638_PROJECTION: PROJECTING 8 CENTIMETERS
 DP8638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8638+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2014
 DP8638
 DP8638  HISTORY     - Date     Condition        Report By
 DP8638  HISTORY     - 2012     MONUMENTED       WIDT
 DP8638  HISTORY     - 20140821 GOOD             WIDT
 DP8638
 DP8638                          STATION DESCRIPTION
 DP8638
 DP8638'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8638'THE STATION IS APPROXIMATELY 17.4 MI (28.0 KM) WEST OF FLORENCE, 13.7
 DP8638'MI (22.0 KM) SOUTHWEST OF ALPHA AND 1.0 MI (1.6 KM) NORTHEAST OF
 DP8638'TIPLER.
 DP8638'
 DP8638'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 EAST WITH
 DP8638'STATE HIGHWAY 139 ABOUT 1 MI (1.6 KM) WEST OF THE COMMUNITY OF TIPLER,
 DP8638'GO EAST ON STATE HIGHWAY 70 FOR 1.1 MI (1.8 KM) TO DREAM LAKE ROAD ON
 DP8638'THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY 70 FOR 1.2 MI (1.9 KM) TO
 DP8638'THE STATION ON THE LEFT.
 DP8638'
 DP8638'THE STATION IS 11.0 M (36.1 FT) NORTH OF THE CENTERLINE OF STATE
 DP8638'HIGHWAY 70, 17.2 M (56.4 FT) EAST OF THE CENTER OF A GRAVEL DRIVEWAY,
 DP8638'14.4 M (47.2 FT) EAST-NORTHEAST OF THE EAST END OF A STEEL CULVERT AND
 DP8638'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8638'WITNESS POSTS.
 DP8638'
 DP8638'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTHEAST
 DP8638'EXTENDING TO 35 DEGREES ABOVE THE HORIZON AND TREES TO THE WEST AND TO
 DP8638'THE SOUTH EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8638'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL STATION
 DP8638'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8638'APPROXIMATELY LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8640 ***********************************************************************
 DP8640  DESIGNATION -  7J88
 DP8640  PID         -  DP8640
 DP8640  STATE/COUNTY-  WI/FLORENCE
 DP8640  COUNTRY     -  US
 DP8640  USGS QUAD   -  LONG LAKE NE (2018)
 DP8640
 DP8640                         *CURRENT SURVEY CONTROL
 DP8640  ______________________________________________________________________
 DP8640* NAD 83(1986) POSITION- 45 55 30.46   (N) 088 33 50.55   (W)   HD_HELD1
 DP8640* NAVD 88 ORTHO HEIGHT -   478.169 (meters)     1568.79  (feet) ADJUSTED
 DP8640  ______________________________________________________________________
 DP8640  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 DP8640  DYNAMIC HEIGHT  -        478.150 (meters)     1568.73  (feet) COMP
 DP8640  MODELED GRAVITY -    980,560.6   (mgal)                       NAVD 88
 DP8640
 DP8640  VERT ORDER      -  SECOND    CLASS I
 DP8640
 DP8640.The horizontal coordinates were determined by differentially corrected
 DP8640.hand held GPS observations or other comparable positioning techniques
 DP8640.and have an estimated accuracy of +/- 3 meters.
 DP8640
 DP8640.The orthometric height was determined by differential leveling and
 DP8640.adjusted by the NATIONAL GEODETIC SURVEY
 DP8640.in February 2017.
 DP8640
 DP8640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8640.GEOID18 height accuracy estimate available here.
 DP8640
 DP8640.Click photographs - Photos may exist for this station.
 DP8640
 DP8640.The dynamic height is computed by dividing the NAVD 88
 DP8640.geopotential number by the normal gravity value computed on the
 DP8640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8640.degrees latitude (g = 980.6199 gals.).
 DP8640
 DP8640.The modeled gravity was interpolated from observed gravity values.
 DP8640
 DP8640;                    North         East    Units  Estimated Accuracy
 DP8640;SPC WI N     -    85,304.9     711,372.8     MT  (+/- 3 meters HH1 GPS) 
 DP8640
 DP8640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7872986918(NAD 83)
 DP8640
 DP8640                          SUPERSEDED SURVEY CONTROL
 DP8640
 DP8640.No superseded survey control is available for this station.
 DP8640
 DP8640_MARKER: DD = SURVEY DISK
 DP8640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8640_STAMPING: 7J88 2012
 DP8640_MARK LOGO: WIDT
 DP8640_PROJECTION: PROJECTING 7 CENTIMETERS
 DP8640_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8640+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2014
 DP8640
 DP8640  HISTORY     - Date     Condition        Report By
 DP8640  HISTORY     - 2012     MONUMENTED       WIDT
 DP8640  HISTORY     - 20140822 GOOD             WIDT
 DP8640
 DP8640                          STATION DESCRIPTION
 DP8640
 DP8640'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8640'THE STATION IS APPROXIMATELY 15.0 MI (24.1 KM) WEST OF FLORENCE, 13.9
 DP8640'MI (22.4 KM) SOUTHEAST OF NELMA AND 3.4 MI (5.5 KM) EAST OF TIPLER.
 DP8640'
 DP8640'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 EAST WITH
 DP8640'STATE HIGHWAY 139 ABOUT 1 MI (1.6 KM) WEST OF THE COMMUNITY OF TIPLER,
 DP8640'GO EAST ON STATE HIGHWAY 70 FOR 4.6 MI (7.4 KM) TO FOREST ROAD 2152 ON
 DP8640'THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 70 FOR 0.4 MI (0.6 KM) TO
 DP8640'THE STATION ON THE LEFT.
 DP8640'
 DP8640'THE STATION IS 11.3 M (37.1 FT) NORTH OF THE CENTERLINE OF STATE
 DP8640'HIGHWAY 70, 12.0 M (39.4 FT) WEST OF THE EXTENDED CENTERLINE OF A
 DP8640'PRIVATE ENTRANCE -9829 AND 9823-, 2.3 M (7.5 FT) SOUTH OF A BARBED
 DP8640'WIRE FENCE LINE AND LOCATED BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8640'
 DP8640'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8640'DEGREES ABOVE THE HORIZON EXCEPT FOR A SMALL RADIO TOWER TO THE
 DP8640'SOUTHEAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8640'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8640'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8640'POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8641 ***********************************************************************
 DP8641  DESIGNATION -  7J89
 DP8641  PID         -  DP8641
 DP8641  STATE/COUNTY-  WI/FLORENCE
 DP8641  COUNTRY     -  US
 DP8641  USGS QUAD   -  LONG LAKE NE (2018)
 DP8641
 DP8641                         *CURRENT SURVEY CONTROL
 DP8641  ______________________________________________________________________
 DP8641* NAD 83(1986) POSITION- 45 55 30.7    (N) 088 31 43.5    (W)   HD_HELD2
 DP8641* NAVD 88 ORTHO HEIGHT -   466.076 (meters)     1529.12  (feet) ADJUSTED
 DP8641  ______________________________________________________________________
 DP8641  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 DP8641  DYNAMIC HEIGHT  -        466.060 (meters)     1529.07  (feet) COMP
 DP8641  MODELED GRAVITY -    980,565.8   (mgal)                       NAVD 88
 DP8641
 DP8641  VERT ORDER      -  SECOND    CLASS I
 DP8641
 DP8641.The horizontal coordinates were established by autonomous hand held GPS
 DP8641.observations and have an estimated accuracy of +/- 10 meters.
 DP8641
 DP8641.The orthometric height was determined by differential leveling and
 DP8641.adjusted by the NATIONAL GEODETIC SURVEY
 DP8641.in February 2017.
 DP8641
 DP8641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8641.GEOID18 height accuracy estimate available here.
 DP8641
 DP8641.Click photographs - Photos may exist for this station.
 DP8641
 DP8641.The dynamic height is computed by dividing the NAVD 88
 DP8641.geopotential number by the normal gravity value computed on the
 DP8641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8641.degrees latitude (g = 980.6199 gals.).
 DP8641
 DP8641.The modeled gravity was interpolated from observed gravity values.
 DP8641
 DP8641;                    North         East    Units  Estimated Accuracy
 DP8641;SPC WI N     -    85,362.      714,110.      MT  (+/- 10 meters HH2 GPS)
 DP8641
 DP8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8146686872(NAD 83)
 DP8641
 DP8641                          SUPERSEDED SURVEY CONTROL
 DP8641
 DP8641.No superseded survey control is available for this station.
 DP8641
 DP8641_MARKER: DD = SURVEY DISK
 DP8641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8641_STAMPING: 7J89 2012
 DP8641_MARK LOGO: WIDT
 DP8641_PROJECTION: PROJECTING 8 CENTIMETERS
 DP8641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8641+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 DP8641
 DP8641  HISTORY     - Date     Condition        Report By
 DP8641  HISTORY     - 2012     MONUMENTED       WIDT
 DP8641  HISTORY     - 20140825 GOOD             WIDT
 DP8641
 DP8641                          STATION DESCRIPTION
 DP8641
 DP8641'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8641'THE STATION IS APPROXIMATELY 13.3 MI (21.4 KM) WEST OF FLORENCE, 12.8
 DP8641'MI (20.6 KM) SOUTHEAST OF IRON RIVER AND 5.0 MI (8.0 KM) EAST OF
 DP8641'TIPLER.
 DP8641'
 DP8641'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 EAST WITH
 DP8641'STATE HIGHWAY 139 ABOUT 1 MI (1.6 KM) WEST OF THE COMMUNITY OF TIPLER,
 DP8641'GO EAST ON STATE HIGHWAY 70 FOR 6.65 MI (10.7 KM) TO FOREST ROAD 2151
 DP8641'ON THE LEFT AND THE STATION ON THE LEFT.
 DP8641'
 DP8641'THE STATION IS 16.9 M (55.4 FT) NORTH OF THE CENTERLINE OF STATE
 DP8641'HIGHWAY 70, 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF FOREST ROAD
 DP8641'2151, 25.1 M (82.3 FT) NORTH-NORTHEAST OF A SIGN POST -2151- AND
 DP8641'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8641'WITNESS POSTS.
 DP8641'
 DP8641'NOTE-THIS STATION IS OBSTRUCTED BY TREES IN ALL DIRECTIONS EXTENDING
 DP8641'HIGHER THAN 40 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8641'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8641'MARK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8641'LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8267 ***********************************************************************
 DP8267  DESIGNATION -  7K01
 DP8267  PID         -  DP8267
 DP8267  STATE/COUNTY-  WI/FOREST
 DP8267  COUNTRY     -  US
 DP8267  USGS QUAD   -  ARMSTRONG CREEK (2018)
 DP8267
 DP8267                         *CURRENT SURVEY CONTROL
 DP8267  ______________________________________________________________________
 DP8267* NAD 83(1986) POSITION- 45 39 27.3    (N) 088 25 41.4    (W)   HD_HELD2
 DP8267* NAVD 88 ORTHO HEIGHT -   442.465 (meters)     1451.65  (feet) ADJUSTED
 DP8267  ______________________________________________________________________
 DP8267  GEOID HEIGHT    -        -34.302 (meters)                     GEOID18
 DP8267  DYNAMIC HEIGHT  -        442.428 (meters)     1451.53  (feet) COMP
 DP8267  MODELED GRAVITY -    980,519.0   (mgal)                       NAVD 88
 DP8267
 DP8267  VERT ORDER      -  SECOND    CLASS I
 DP8267
 DP8267.The horizontal coordinates were established by autonomous hand held GPS
 DP8267.observations and have an estimated accuracy of +/- 10 meters.
 DP8267
 DP8267.The orthometric height was determined by differential leveling and
 DP8267.adjusted by the NATIONAL GEODETIC SURVEY
 DP8267.in February 2017.
 DP8267
 DP8267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8267.GEOID18 height accuracy estimate available here.
 DP8267
 DP8267.Click photographs - Photos may exist for this station.
 DP8267
 DP8267.The dynamic height is computed by dividing the NAVD 88
 DP8267.geopotential number by the normal gravity value computed on the
 DP8267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8267.degrees latitude (g = 980.6199 gals.).
 DP8267
 DP8267.The modeled gravity was interpolated from observed gravity values.
 DP8267
 DP8267;                    North         East    Units  Estimated Accuracy
 DP8267;SPC WI N     -    55,774.      722,498.      MT  (+/- 10 meters HH2 GPS)
 DP8267
 DP8267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8873356995(NAD 83)
 DP8267
 DP8267                          SUPERSEDED SURVEY CONTROL
 DP8267
 DP8267.No superseded survey control is available for this station.
 DP8267
 DP8267_MARKER: DD = SURVEY DISK
 DP8267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8267_STAMPING: 7K01 2012
 DP8267_MARK LOGO: WIDT
 DP8267_PROJECTION: PROJECTING 11 CENTIMETERS
 DP8267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8267+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 DP8267
 DP8267  HISTORY     - Date     Condition        Report By
 DP8267  HISTORY     - 2012     MONUMENTED       WIDT
 DP8267  HISTORY     - 20140917 GOOD             WIDT
 DP8267
 DP8267                          STATION DESCRIPTION
 DP8267
 DP8267'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8267'HE STATION IS APPROXIMATELY 6.0 MI (9.7 KM) SOUTH OF A FENCE, 4.0 MI
 DP8267'(6.4 KM) NORTHWEST OF GOODMAN AND 0.9 MI (1.4 KM) EAST OF ARMSTRONG
 DP8267'CREEK.
 DP8267'
 DP8267'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP8267'HIGHWAY 101 IN THE COMMUNITY OF ARMSTRONG CREEK, GO EAST ON US HIGHWAY
 DP8267'8 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DP8267'
 DP8267'THE STATION IS 13.7 M (44.9 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY
 DP8267'8, 185 M (607.0 FT) WEST OF COUNTY LINE ROAD, 30.6 M (100.4 FT)
 DP8267'WEST-SOUTHWEST OF A -COUNTY LINE ROAD AHEAD- SIGN, 26.3 M (86.3 FT)
 DP8267'EAST-SOUTHEAST OF A -SCHOOL BUS STOP- SIGN AND LOCATED BETWEEN TWO
 DP8267'WHITE PLASTIC WITNESS POSTS.
 DP8267'
 DP8267'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8267'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE NORTH EXTENDING
 DP8267'TO 40 DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTH EXTENDING TO 25
 DP8267'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8267'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8267'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8267'0.8 M (2.6 FT) HIGHER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8265 ***********************************************************************
 DP8265  DESIGNATION -  7K02
 DP8265  PID         -  DP8265
 DP8265  STATE/COUNTY-  WI/MARINETTE
 DP8265  COUNTRY     -  US
 DP8265  USGS QUAD   -  GOODMAN (2018)
 DP8265
 DP8265                         *CURRENT SURVEY CONTROL
 DP8265  ______________________________________________________________________
 DP8265* NAD 83(1986) POSITION- 45 38 24.65   (N) 088 21 59.15   (W)   HD_HELD1
 DP8265* NAVD 88 ORTHO HEIGHT -   431.717 (meters)     1416.39  (feet) ADJUSTED
 DP8265  ______________________________________________________________________
 DP8265  GEOID HEIGHT    -        -34.512 (meters)                     GEOID18
 DP8265  DYNAMIC HEIGHT  -        431.678 (meters)     1416.26  (feet) COMP
 DP8265  MODELED GRAVITY -    980,513.8   (mgal)                       NAVD 88
 DP8265
 DP8265  VERT ORDER      -  SECOND    CLASS I
 DP8265
 DP8265.The horizontal coordinates were determined by differentially corrected
 DP8265.hand held GPS observations or other comparable positioning techniques
 DP8265.and have an estimated accuracy of +/- 3 meters.
 DP8265
 DP8265.The orthometric height was determined by differential leveling and
 DP8265.adjusted by the NATIONAL GEODETIC SURVEY
 DP8265.in February 2017.
 DP8265
 DP8265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8265.GEOID18 height accuracy estimate available here.
 DP8265
 DP8265.Click photographs - Photos may exist for this station.
 DP8265
 DP8265.The dynamic height is computed by dividing the NAVD 88
 DP8265.geopotential number by the normal gravity value computed on the
 DP8265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8265.degrees latitude (g = 980.6199 gals.).
 DP8265
 DP8265.The modeled gravity was interpolated from observed gravity values.
 DP8265
 DP8265;                    North         East    Units  Estimated Accuracy
 DP8265;SPC WI C     -   202,066.8     727,354.6     MT  (+/- 3 meters HH1 GPS) 
 DP8265
 DP8265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9351054978(NAD 83)
 DP8265
 DP8265                          SUPERSEDED SURVEY CONTROL
 DP8265
 DP8265.No superseded survey control is available for this station.
 DP8265
 DP8265_MARKER: DD = SURVEY DISK
 DP8265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8265_STAMPING: 7K02 2012
 DP8265_MARK LOGO: WIDT
 DP8265_PROJECTION: FLUSH
 DP8265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8265+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2014
 DP8265
 DP8265  HISTORY     - Date     Condition        Report By
 DP8265  HISTORY     - 2012     MONUMENTED       WIDT
 DP8265  HISTORY     - 20140908 GOOD             WIDT
 DP8265
 DP8265                          STATION DESCRIPTION
 DP8265
 DP8265'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8265'HE STATION IS APPROXIMATELY 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF A
 DP8265'FENCE, 4.1 MI (6.6 KM) EAST-SOUTHEAST OF ARMSTRONG CREEK AND 0.8 MI
 DP8265'(1.3 KM) NORTHWEST OF GOODMAN.
 DP8265'
 DP8265'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8265'HIGHWAY H ABOUT 2.4 MI (3.9 KM) EAST-SOUTHEAST OF THE COMMUNITY OF
 DP8265'ARMSTRONG CREEK, GO EAST ON US HIGHWAY 8 FOR 1.9 MI (3.1 KM) TO
 DP8265'INDUSTRIAL ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8265'
 DP8265'THE STATION IS 13.1 M (43.0 FT) SOUTHWEST OF THE CENTERLINE OF US
 DP8265'HIGHWAY 8, 34.7 M (113.8 FT) SOUTHEAST OF THE CENTERLINE OF INDUSTRIAL
 DP8265'DRIVE, 57.3 M (188.0 FT) NORTHWEST OF THE NORTHEAST LEG OF A -TOWN OF
 DP8265'GOODMAN- SIGN, 50.8 M (166.7 FT) NORTHEAST OF THE CENTER OF THE
 DP8265'WISCONSIN CENTRAL RAILROAD TRACK AND LOCATED IN THE CENTER OF A
 DP8265'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8265'
 DP8265'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8265'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8265'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8265'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8265'1.5 M (4.9 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8264 ***********************************************************************
 DP8264  DESIGNATION -  7K03
 DP8264  PID         -  DP8264
 DP8264  STATE/COUNTY-  WI/MARINETTE
 DP8264  COUNTRY     -  US
 DP8264  USGS QUAD   -  COLEMAN LAKE (2018)
 DP8264
 DP8264                         *CURRENT SURVEY CONTROL
 DP8264  ______________________________________________________________________
 DP8264* NAD 83(1986) POSITION- 45 37 16.92   (N) 088 21 36.17   (W)   HD_HELD1
 DP8264* NAVD 88 ORTHO HEIGHT -   442.645 (meters)     1452.24  (feet) ADJUSTED
 DP8264  ______________________________________________________________________
 DP8264  GEOID HEIGHT    -        -34.566 (meters)                     GEOID18
 DP8264  DYNAMIC HEIGHT  -        442.606 (meters)     1452.12  (feet) COMP
 DP8264  MODELED GRAVITY -    980,515.0   (mgal)                       NAVD 88
 DP8264
 DP8264  VERT ORDER      -  SECOND    CLASS I
 DP8264
 DP8264.The horizontal coordinates were determined by differentially corrected
 DP8264.hand held GPS observations or other comparable positioning techniques
 DP8264.and have an estimated accuracy of +/- 3 meters.
 DP8264
 DP8264.The orthometric height was determined by differential leveling and
 DP8264.adjusted by the NATIONAL GEODETIC SURVEY
 DP8264.in February 2017.
 DP8264
 DP8264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8264.GEOID18 height accuracy estimate available here.
 DP8264
 DP8264.Click photographs - Photos may exist for this station.
 DP8264
 DP8264.The dynamic height is computed by dividing the NAVD 88
 DP8264.geopotential number by the normal gravity value computed on the
 DP8264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8264.degrees latitude (g = 980.6199 gals.).
 DP8264
 DP8264.The modeled gravity was interpolated from observed gravity values.
 DP8264
 DP8264;                    North         East    Units  Estimated Accuracy
 DP8264;SPC WI C     -   199,986.2     727,894.4     MT  (+/- 3 meters HH1 GPS) 
 DP8264
 DP8264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9397252879(NAD 83)
 DP8264
 DP8264                          SUPERSEDED SURVEY CONTROL
 DP8264
 DP8264.No superseded survey control is available for this station.
 DP8264
 DP8264_MARKER: DD = SURVEY DISK
 DP8264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8264_STAMPING: 7K03 2012
 DP8264_MARK LOGO: WIDT
 DP8264_PROJECTION: PROJECTING 8 CENTIMETERS
 DP8264_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8264+STABILITY: SURFACE MOTION
 DP8264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8264+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2014
 DP8264
 DP8264  HISTORY     - Date     Condition        Report By
 DP8264  HISTORY     - 2012     MONUMENTED       WIDT
 DP8264  HISTORY     - 20140908 GOOD             WIDT
 DP8264
 DP8264                          STATION DESCRIPTION
 DP8264
 DP8264'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8264'HE STATION IS IN THE COMMUNITY OF GOODMAN, APPROXIMATELY 25.5 MI (41.0
 DP8264'KM) NORTHWEST OF WAUSAUKEE AND 17.5 MI (28.2 KM) SOUTHWEST OF IRON
 DP8264'MOUNTAIN.
 DP8264'
 DP8264'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8264'HIGHWAY I ABOUT 2.1 MI (3.4 KM) EAST OF GOODMAN, GO WEST ON US HIGHWAY
 DP8264'8 FOR 2.3 MI (3.7 KM) TO MILLING STREET ON THE LEFT.  TURN LEFT AND GO
 DP8264'WEST ON MILLING STREET FOR 0.25 MI (0.4 KM) TO C AVENUE.  TURN LEFT
 DP8264'AND GO SOUTH ON C AVENUE FOR 0.2 MI (0.3 KM) TO SIXTH STREET.  TURN
 DP8264'RIGHT AND GO WEST ON SIXTH STREET FOR 0.1 MI (0.2 KM) TO WOODS LAKE
 DP8264'ROAD.  TURN LEFT AND GO SOUTH ON WOODS LAKE ROAD FOR 0.5 MI (0.8 KM)
 DP8264'TO THE DRIVEWAY FOR THE GOODMAN WASTEWATER TREATMENT PLANT ON THE
 DP8264'LEFT.  TURN LEFT AND GO EAST ABOUT 200 FT (61.0 M) TO THE STATION THE
 DP8264'RIGHT.
 DP8264'
 DP8264'THE STATION IS 14.5 M (47.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DP8264'THE TREATMENT PLANT BUILDING AND 7.1 M (23.3 FT) EAST-SOUTHEAST OF A
 DP8264'MONITORING WELL.
 DP8264'
 DP8264'NOTE-THIS STATION IS THE BASE MARK FOR A CONTINUOUSLY OPERATING
 DP8264'REFERENCE STATION AND IS NOT SUITABLE FOR GPS OBSERVATIONS.  THE
 DP8264'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP8264'SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF THE WEST
 DP8264'SIDE OF THE 36 INCH (91 CM) DIAMETER, 12 FT (3.7 M) DEEP CONCRETE
 DP8264'FOUNDATION FOR A CONTINUOUSLY OPERATING REFERENCE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8263 ***********************************************************************
 DP8263  DESIGNATION -  7K04
 DP8263  PID         -  DP8263
 DP8263  STATE/COUNTY-  WI/MARINETTE
 DP8263  COUNTRY     -  US
 DP8263  USGS QUAD   -  GOODMAN (2018)
 DP8263
 DP8263                         *CURRENT SURVEY CONTROL
 DP8263  ______________________________________________________________________
 DP8263* NAD 83(1986) POSITION- 45 37 48.0    (N) 088 20 39.8    (W)   HD_HELD2
 DP8263* NAVD 88 ORTHO HEIGHT -   421.907 (meters)     1384.21  (feet) ADJUSTED
 DP8263  ______________________________________________________________________
 DP8263  GEOID HEIGHT    -        -34.590 (meters)                     GEOID18
 DP8263  DYNAMIC HEIGHT  -        421.870 (meters)     1384.09  (feet) COMP
 DP8263  MODELED GRAVITY -    980,514.5   (mgal)                       NAVD 88
 DP8263
 DP8263  VERT ORDER      -  SECOND    CLASS I
 DP8263
 DP8263.The horizontal coordinates were established by autonomous hand held GPS
 DP8263.observations and have an estimated accuracy of +/- 10 meters.
 DP8263
 DP8263.The orthometric height was determined by differential leveling and
 DP8263.adjusted by the NATIONAL GEODETIC SURVEY
 DP8263.in February 2017.
 DP8263
 DP8263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8263.GEOID18 height accuracy estimate available here.
 DP8263
 DP8263.Click photographs - Photos may exist for this station.
 DP8263
 DP8263.The dynamic height is computed by dividing the NAVD 88
 DP8263.geopotential number by the normal gravity value computed on the
 DP8263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8263.degrees latitude (g = 980.6199 gals.).
 DP8263
 DP8263.The modeled gravity was interpolated from observed gravity values.
 DP8263
 DP8263;                    North         East    Units  Estimated Accuracy
 DP8263;SPC WI C     -   200,970.      729,096.      MT  (+/- 10 meters HH2 GPS)
 DP8263
 DP8263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9520953818(NAD 83)
 DP8263
 DP8263                          SUPERSEDED SURVEY CONTROL
 DP8263
 DP8263.No superseded survey control is available for this station.
 DP8263
 DP8263_MARKER: DD = SURVEY DISK
 DP8263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8263_STAMPING: 7K04 2012
 DP8263_MARK LOGO: WIDT
 DP8263_PROJECTION: PROJECTING 6 CENTIMETERS
 DP8263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8263+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2014
 DP8263
 DP8263  HISTORY     - Date     Condition        Report By
 DP8263  HISTORY     - 2012     MONUMENTED       WIDT
 DP8263  HISTORY     - 20140909 GOOD             WIDT
 DP8263
 DP8263                          STATION DESCRIPTION
 DP8263
 DP8263'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8263'HE STATION IS IN THE COMMUNITY OF GOODMAN, APPROXIMATELY 25.5 MI (41.0
 DP8263'KM) NORTHWEST OF WAUSAUKEE AND 17.5 MI (28.2 KM) SOUTHWEST OF IRON
 DP8263'MOUNTAIN.
 DP8263'
 DP8263'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8263'HIGHWAY I (PARKWAY ROAD) ABOUT 2 MI (3.2 KM) EAST OF THE COMMUNITY OF
 DP8263'GOODMAN, GO WEST ON US HIGHWAY 8 FOR 1.3 MI (2.1 KM) TO TOWER ROAD ON
 DP8263'THE LEFT.  CONTINUE SOUTHWEST ON US HIGHWAY FOR 0.55 MI (0.9 KM) TO
 DP8263'THE STATION ON THE LEFT.
 DP8263'
 DP8263'THE STATION IS 11.1 M (36.4 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY
 DP8263'8, 86.2 M (282.8 FT) EAST OF THE EXTENDED CENTERLINE OF TEN ACRE ROAD,
 DP8263'21.4 M (70.2 FT) NORTH OF THE CENTER OF AN ATV TRAIL AND LOCATED IN
 DP8263'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8263'
 DP8263'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8263'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8263'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8263'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8263'1 M (3.3 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8262 ***********************************************************************
 DP8262  DESIGNATION -  7K05
 DP8262  PID         -  DP8262
 DP8262  STATE/COUNTY-  WI/MARINETTE
 DP8262  COUNTRY     -  US
 DP8262  USGS QUAD   -  GOODMAN (2018)
 DP8262
 DP8262                         *CURRENT SURVEY CONTROL
 DP8262  ______________________________________________________________________
 DP8262* NAD 83(1986) POSITION- 45 38 03.3    (N) 088 18 17.7    (W)   HD_HELD2
 DP8262* NAVD 88 ORTHO HEIGHT -   410.947 (meters)     1348.25  (feet) ADJUSTED
 DP8262  ______________________________________________________________________
 DP8262  GEOID HEIGHT    -        -34.677 (meters)                     GEOID18
 DP8262  DYNAMIC HEIGHT  -        410.914 (meters)     1348.14  (feet) COMP
 DP8262  MODELED GRAVITY -    980,523.4   (mgal)                       NAVD 88
 DP8262
 DP8262  VERT ORDER      -  SECOND    CLASS I
 DP8262
 DP8262.The horizontal coordinates were established by autonomous hand held GPS
 DP8262.observations and have an estimated accuracy of +/- 10 meters.
 DP8262
 DP8262.The orthometric height was determined by differential leveling and
 DP8262.adjusted by the NATIONAL GEODETIC SURVEY
 DP8262.in February 2017.
 DP8262
 DP8262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8262.GEOID18 height accuracy estimate available here.
 DP8262
 DP8262.Click photographs - Photos may exist for this station.
 DP8262
 DP8262.The dynamic height is computed by dividing the NAVD 88
 DP8262.geopotential number by the normal gravity value computed on the
 DP8262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8262.degrees latitude (g = 980.6199 gals.).
 DP8262
 DP8262.The modeled gravity was interpolated from observed gravity values.
 DP8262
 DP8262;                    North         East    Units  Estimated Accuracy
 DP8262;SPC WI C     -   201,506.      732,163.      MT  (+/- 10 meters HH2 GPS)
 DP8262
 DP8262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9829354239(NAD 83)
 DP8262
 DP8262                          SUPERSEDED SURVEY CONTROL
 DP8262
 DP8262.No superseded survey control is available for this station.
 DP8262
 DP8262_MARKER: DD = SURVEY DISK
 DP8262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8262_STAMPING: 7K05 2012
 DP8262_MARK LOGO: WIDT
 DP8262_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8262+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2014
 DP8262
 DP8262  HISTORY     - Date     Condition        Report By
 DP8262  HISTORY     - 2012     MONUMENTED       WIDT
 DP8262  HISTORY     - 20140909 GOOD             WIDT
 DP8262
 DP8262                          STATION DESCRIPTION
 DP8262
 DP8262'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8262'HE STATION IS APPROXIMATELY 9.6 MI (15.4 KM) SOUTHEAST OF A FENCE, 6.6
 DP8262'MI (10.6 KM) WEST-SOUTHWEST OF DUNBAR AND 2.4 MI (3.9 KM) EAST OF
 DP8262'GOODMAN.
 DP8262'
 DP8262'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8262'HIGHWAY I (PARKWAY ROAD) ABOUT 2 MI (3.2 KM) EAST OF THE COMMUNITY OF
 DP8262'GOODMAN, GO EAST ON US HIGHWAY 8 FOR 0.15 MI (0.2 KM) TO THE STATION
 DP8262'ON THE RIGHT.
 DP8262'
 DP8262'THE STATION IS 12.7 M (41.7 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY
 DP8262'8, 250 M (820.2 FT) EAST OF COUNTY HIGHWAY I (PARKWAY ROAD), 23.7 M
 DP8262'(77.8 FT) WEST OF A POWER POLE -3617 1E7-, 13.4 M (44.0 FT) WEST OF
 DP8262'THE CENTER OF A LOGGING TRAIL SOUTH, 4.8 M (15.7 FT) WEST-SOUTHWEST OF
 DP8262'THE WEST END OF A STEEL CULVERT UNDER A DRIVEWAY AND LOCATED BETWEEN
 DP8262'TWO WHITE PLASTIC WITNESS POSTS.
 DP8262'
 DP8262'NOTE-THIS STATION IS OBSTRUCTED BY A TREES TO THE SOUTH EXTENDING TO
 DP8262'50 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH EXTENDING TO
 DP8262'40 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8262'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8262'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8262'0.5 M (1.6 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8260 ***********************************************************************
 DP8260  DESIGNATION -  7K06
 DP8260  PID         -  DP8260
 DP8260  STATE/COUNTY-  WI/MARINETTE
 DP8260  COUNTRY     -  US
 DP8260  USGS QUAD   -  DUNBAR (2018)
 DP8260
 DP8260                         *CURRENT SURVEY CONTROL
 DP8260  ______________________________________________________________________
 DP8260* NAD 83(1986) POSITION- 45 38 49.1    (N) 088 14 36.1    (W)   HD_HELD2
 DP8260* NAVD 88 ORTHO HEIGHT -   370.153 (meters)     1214.41  (feet) ADJUSTED
 DP8260  ______________________________________________________________________
 DP8260  GEOID HEIGHT    -        -34.783 (meters)                     GEOID18
 DP8260  DYNAMIC HEIGHT  -        370.126 (meters)     1214.32  (feet) COMP
 DP8260  MODELED GRAVITY -    980,532.5   (mgal)                       NAVD 88
 DP8260
 DP8260  VERT ORDER      -  SECOND    CLASS I
 DP8260
 DP8260.The horizontal coordinates were established by autonomous hand held GPS
 DP8260.observations and have an estimated accuracy of +/- 10 meters.
 DP8260
 DP8260.The orthometric height was determined by differential leveling and
 DP8260.adjusted by the NATIONAL GEODETIC SURVEY
 DP8260.in February 2017.
 DP8260
 DP8260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8260.GEOID18 height accuracy estimate available here.
 DP8260
 DP8260.Click photographs - Photos may exist for this station.
 DP8260
 DP8260.The dynamic height is computed by dividing the NAVD 88
 DP8260.geopotential number by the normal gravity value computed on the
 DP8260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8260.degrees latitude (g = 980.6199 gals.).
 DP8260
 DP8260.The modeled gravity was interpolated from observed gravity values.
 DP8260
 DP8260;                    North         East    Units  Estimated Accuracy
 DP8260;SPC WI C     -   203,022.      736,931.      MT  (+/- 10 meters HH2 GPS)
 DP8260
 DP8260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0311355576(NAD 83)
 DP8260
 DP8260                          SUPERSEDED SURVEY CONTROL
 DP8260
 DP8260.No superseded survey control is available for this station.
 DP8260
 DP8260_MARKER: DD = SURVEY DISK
 DP8260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8260_STAMPING: 7K06 2012
 DP8260_MARK LOGO: WIDT
 DP8260_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8260_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8260+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2014
 DP8260
 DP8260  HISTORY     - Date     Condition        Report By
 DP8260  HISTORY     - 2012     MONUMENTED       WIDT
 DP8260  HISTORY     - 20140911 GOOD             WIDT
 DP8260
 DP8260                          STATION DESCRIPTION
 DP8260
 DP8260'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8260'HE STATION IS APPROXIMATELY 11.1 MI (17.9 KM) SOUTHEAST OF A FENCE,
 DP8260'5.4 MI (8.7 KM) EAST-NORTHEAST OF GOODMAN AND 3.5 MI (5.6 KM)
 DP8260'WEST-SOUTHWEST OF DUNBAR.
 DP8260'
 DP8260'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8260'HIGHWAY I (PARKWAY ROAD) ABOUT 2 MI (3.2 KM) EAST OF THE COMMUNITY OF
 DP8260'GOODMAN, GO EAST THEN NORTHEAST ON US HIGHWAY 8 FOR 3.4 MI (5.5 KM) TO
 DP8260'PIKE RIVER DRIVE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8260'
 DP8260'THE STATION IS 12.9 M (42.3 FT) SOUTHEAST OF THE CENTERLINE OF US
 DP8260'HIGHWAY 8, 17.7 M (58.1 FT) NORTHEAST OF THE CENTERLINE OF PIKE RIVER
 DP8260'ROAD, 34.6 M (113.5 FT) NORTH-NORTHEAST OF A STEEL RIGHT-OF-WAY POST
 DP8260'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8260'WITNESS POSTS.
 DP8260'
 DP8260'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8260'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTHWEST
 DP8260'EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE
 DP8260'SOUTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8260'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8260'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8260'POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8259 ***********************************************************************
 DP8259  DESIGNATION -  7K07
 DP8259  PID         -  DP8259
 DP8259  STATE/COUNTY-  WI/MARINETTE
 DP8259  COUNTRY     -  US
 DP8259  USGS QUAD   -  DUNBAR (2018)
 DP8259
 DP8259                         *CURRENT SURVEY CONTROL
 DP8259  ______________________________________________________________________
 DP8259* NAD 83(1986) POSITION- 45 39 16.12   (N) 088 11 59.06   (W)   HD_HELD1
 DP8259* NAVD 88 ORTHO HEIGHT -   359.063 (meters)     1178.03  (feet) ADJUSTED
 DP8259  ______________________________________________________________________
 DP8259  GEOID HEIGHT    -        -34.844 (meters)                     GEOID18
 DP8259  DYNAMIC HEIGHT  -        359.037 (meters)     1177.94  (feet) COMP
 DP8259  MODELED GRAVITY -    980,533.1   (mgal)                       NAVD 88
 DP8259
 DP8259  VERT ORDER      -  SECOND    CLASS I
 DP8259
 DP8259.The horizontal coordinates were determined by differentially corrected
 DP8259.hand held GPS observations or other comparable positioning techniques
 DP8259.and have an estimated accuracy of +/- 3 meters.
 DP8259
 DP8259.The orthometric height was determined by differential leveling and
 DP8259.adjusted by the NATIONAL GEODETIC SURVEY
 DP8259.in February 2017.
 DP8259
 DP8259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8259.GEOID18 height accuracy estimate available here.
 DP8259
 DP8259.Click photographs - Photos may exist for this station.
 DP8259
 DP8259.The dynamic height is computed by dividing the NAVD 88
 DP8259.geopotential number by the normal gravity value computed on the
 DP8259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8259.degrees latitude (g = 980.6199 gals.).
 DP8259
 DP8259.The modeled gravity was interpolated from observed gravity values.
 DP8259
 DP8259;                    North         East    Units  Estimated Accuracy
 DP8259;SPC WI C     -   203,930.3     740,312.8     MT  (+/- 3 meters HH1 GPS) 
 DP8259
 DP8259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0652556358(NAD 83)
 DP8259
 DP8259                          SUPERSEDED SURVEY CONTROL
 DP8259
 DP8259.No superseded survey control is available for this station.
 DP8259
 DP8259_MARKER: DD = SURVEY DISK
 DP8259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8259_STAMPING: 7K07 2012
 DP8259_MARK LOGO: WIDT
 DP8259_PROJECTION: FLUSH
 DP8259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8259+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2014
 DP8259
 DP8259  HISTORY     - Date     Condition        Report By
 DP8259  HISTORY     - 2012     MONUMENTED       WIDT
 DP8259  HISTORY     - 20140911 GOOD             WIDT
 DP8259
 DP8259                          STATION DESCRIPTION
 DP8259
 DP8259'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8259'HE STATION IS APPROXIMATELY 12.5 MI (20.1 KM) SOUTHEAST OF A FENCE,
 DP8259'10.2 MI (16.4 KM) WEST OF PEMBINE AND 7.6 MI (12.2 KM) EAST-NORTHEAST
 DP8259'OF GOODMAN.
 DP8259'
 DP8259'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8259'HIGHWAY U, IN THE NORTHWEST QUADRANT OF THE INTERSECTION, ABOUT 1 MI
 DP8259'(1.6 KM) WEST OF THE COMMUNITY OF DUNBAR.
 DP8259'
 DP8259'THE STATION IS 17.1 M (56.1 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8259'8, 46.3 M (151.9 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY U, 37.4
 DP8259'M (122.7 FT) SOUTHWEST OF A STEEL RIGHT-OF-WAY POST, 8.5 M (27.9 FT)
 DP8259'SOUTH OF THE CENTER OF THE WISCONSIN CENTRAL RAILROAD TRACKS AND
 DP8259'LOCATED BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8259'
 DP8259'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8259'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8259'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8259'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8259'0.7 M (2.3 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8258 ***********************************************************************
 DP8258  DESIGNATION -  7K08
 DP8258  PID         -  DP8258
 DP8258  STATE/COUNTY-  WI/MARINETTE
 DP8258  COUNTRY     -  US
 DP8258  USGS QUAD   -  DUNBAR (2018)
 DP8258
 DP8258                         *CURRENT SURVEY CONTROL
 DP8258  ______________________________________________________________________
 DP8258* NAD 83(1986) POSITION- 45 39 07.6    (N) 088 10 32.8    (W)   HD_HELD2
 DP8258* NAVD 88 ORTHO HEIGHT -   357.926 (meters)     1174.30  (feet) ADJUSTED
 DP8258  ______________________________________________________________________
 DP8258  GEOID HEIGHT    -        -34.887 (meters)                     GEOID18
 DP8258  DYNAMIC HEIGHT  -        357.900 (meters)     1174.21  (feet) COMP
 DP8258  MODELED GRAVITY -    980,534.1   (mgal)                       NAVD 88
 DP8258
 DP8258  VERT ORDER      -  SECOND    CLASS I
 DP8258
 DP8258.The horizontal coordinates were established by autonomous hand held GPS
 DP8258.observations and have an estimated accuracy of +/- 10 meters.
 DP8258
 DP8258.The orthometric height was determined by differential leveling and
 DP8258.adjusted by the NATIONAL GEODETIC SURVEY
 DP8258.in February 2017.
 DP8258
 DP8258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8258.GEOID18 height accuracy estimate available here.
 DP8258
 DP8258.Click photographs - Photos may exist for this station.
 DP8258
 DP8258.The dynamic height is computed by dividing the NAVD 88
 DP8258.geopotential number by the normal gravity value computed on the
 DP8258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8258.degrees latitude (g = 980.6199 gals.).
 DP8258
 DP8258.The modeled gravity was interpolated from observed gravity values.
 DP8258
 DP8258;                    North         East    Units  Estimated Accuracy
 DP8258;SPC WI C     -   203,709.      742,186.      MT  (+/- 10 meters HH2 GPS)
 DP8258
 DP8258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0838856068(NAD 83)
 DP8258
 DP8258                          SUPERSEDED SURVEY CONTROL
 DP8258
 DP8258.No superseded survey control is available for this station.
 DP8258
 DP8258_MARKER: DD = SURVEY DISK
 DP8258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8258_STAMPING: 7K08 2012
 DP8258_MARK LOGO: WIDT
 DP8258_PROJECTION: FLUSH
 DP8258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8258+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2014
 DP8258
 DP8258  HISTORY     - Date     Condition        Report By
 DP8258  HISTORY     - 2012     MONUMENTED       WIDT
 DP8258  HISTORY     - 20140911 GOOD             WIDT
 DP8258
 DP8258                          STATION DESCRIPTION
 DP8258
 DP8258'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8258'HE STATION IS LOCATED IN THE COMMUNITY OF DUNBAR, APPROXIMATELY 9 MI
 DP8258'(14.5 KM) EAST-NORTHEAST OF GOODMAN AND 9 MI (14.5 KM) WEST OF
 DP8258'PEMBINE.
 DP8258'
 DP8258'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8258'HIGHWAY O ABOUT 0.5 MI (0.8 KM) SOUTHEAST OF THE COMMUNITY OF DUNBAR,
 DP8258'GO NORTHWEST ON US HIGHWAY 8 FOR 0.7 MI (1.1 KM) TO THE JUNCTION WITH
 DP8258'THIRD STREET IN THE COMMUNITY OF DUNBAR.  CONTINUE NORTHWEST ON US
 DP8258'HIGHWAY 8 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DP8258'
 DP8258'THE STATION IS 7.8 M (25.6 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8258'8, 116.5 M (382.2 FT) EAST OF THE CENTERLINE OF GASSETT ROAD, 54.3 M
 DP8258'(178.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A TAN STEEL BUILDING
 DP8258'WITH A GREEN ROOF, 19.9 M (65.3 FT) NORTH OF A STEEL RIGHT-OF-WAY
 DP8258'POST, 10.7 M (35.1 FT) WEST OF A SIGN -ATV PARKING- AND LOCATED
 DP8258'BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8258'
 DP8258'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8258'DEGREES ABOVE THE HORIZON EXCEPT FOR A PINE TREE LINE TO THE SOUTH
 DP8258'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8258'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8258'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8258'APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8257 ***********************************************************************
 DP8257  DESIGNATION -  7K09
 DP8257  PID         -  DP8257
 DP8257  STATE/COUNTY-  WI/MARINETTE
 DP8257  COUNTRY     -  US
 DP8257  USGS QUAD   -  DUNBAR (2018)
 DP8257
 DP8257                         *CURRENT SURVEY CONTROL
 DP8257  ______________________________________________________________________
 DP8257* NAD 83(1986) POSITION- 45 38 27.43   (N) 088 08 52.00   (W)   HD_HELD1
 DP8257* NAVD 88 ORTHO HEIGHT -   370.261 (meters)     1214.76  (feet) ADJUSTED
 DP8257  ______________________________________________________________________
 DP8257  GEOID HEIGHT    -        -34.951 (meters)                     GEOID18
 DP8257  DYNAMIC HEIGHT  -        370.235 (meters)     1214.68  (feet) COMP
 DP8257  MODELED GRAVITY -    980,536.6   (mgal)                       NAVD 88
 DP8257
 DP8257  VERT ORDER      -  SECOND    CLASS I
 DP8257
 DP8257.The horizontal coordinates were determined by differentially corrected
 DP8257.hand held GPS observations or other comparable positioning techniques
 DP8257.and have an estimated accuracy of +/- 3 meters.
 DP8257
 DP8257.The orthometric height was determined by differential leveling and
 DP8257.adjusted by the NATIONAL GEODETIC SURVEY
 DP8257.in February 2017.
 DP8257
 DP8257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8257.GEOID18 height accuracy estimate available here.
 DP8257
 DP8257.Click photographs - Photos may exist for this station.
 DP8257
 DP8257.The dynamic height is computed by dividing the NAVD 88
 DP8257.geopotential number by the normal gravity value computed on the
 DP8257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8257.degrees latitude (g = 980.6199 gals.).
 DP8257
 DP8257.The modeled gravity was interpolated from observed gravity values.
 DP8257
 DP8257;                    North         East    Units  Estimated Accuracy
 DP8257;SPC WI C     -   202,518.5     744,396.2     MT  (+/- 3 meters HH1 GPS) 
 DP8257
 DP8257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1055154796(NAD 83)
 DP8257
 DP8257                          SUPERSEDED SURVEY CONTROL
 DP8257
 DP8257.No superseded survey control is available for this station.
 DP8257
 DP8257_MARKER: DD = SURVEY DISK
 DP8257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8257_STAMPING: 7K09 2012
 DP8257_MARK LOGO: WIDT
 DP8257_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8257+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2014
 DP8257
 DP8257  HISTORY     - Date     Condition        Report By
 DP8257  HISTORY     - 2012     MONUMENTED       WIDT
 DP8257  HISTORY     - 20140911 GOOD             WIDT
 DP8257
 DP8257                          STATION DESCRIPTION
 DP8257
 DP8257'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8257'HE STATION IS APPROXIMATELY 12.5 MI (20.1 KM) SOUTH-SOUTHWEST OF IRON
 DP8257'MOUNTAIN, 7.6 MI (12.2 KM) WEST OF PEMBINE AND 1.4 MI (2.3 KM)
 DP8257'SOUTHEAST OF DUNBAR.
 DP8257'
 DP8257'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8257'HIGHWAY O ABOUT 0.5 MI (0.8 KM) SOUTHEAST OF THE COMMUNITY OF DUNBAR,
 DP8257'GO SOUTHEAST ON US HIGHWAY 8 FOR 0.7 MI (1.1 KM) TO WHITE BIRCH ROAD
 DP8257'ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8257'
 DP8257'THE STATION IS 12.9 M (42.3 FT) SOUTHWEST OF THE CENTERLINE OF US
 DP8257'HIGHWAY 8, 14.0 M (45.9 FT) SOUTHEAST OF THE CENTERLINE OF WHITE BIRCH
 DP8257'ROAD, 6.5 M (21.3 FT) SOUTHEAST OF A -WHITE BIRCH ROAD- SIGN AND
 DP8257'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8257'WITNESS POSTS.
 DP8257'
 DP8257'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTHWEST EXTENDING TO
 DP8257'60 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTHEAST
 DP8257'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8257'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8257'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8257'APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8255 ***********************************************************************
 DP8255  DESIGNATION -  7K10
 DP8255  PID         -  DP8255
 DP8255  STATE/COUNTY-  WI/MARINETTE
 DP8255  COUNTRY     -  US
 DP8255  USGS QUAD   -  DUNBAR NE (2018)
 DP8255
 DP8255                         *CURRENT SURVEY CONTROL
 DP8255  ______________________________________________________________________
 DP8255* NAD 83(1986) POSITION- 45 37 38.4    (N) 088 05 43.6    (W)   HD_HELD2
 DP8255* NAVD 88 ORTHO HEIGHT -   342.139 (meters)     1122.50  (feet) ADJUSTED
 DP8255  ______________________________________________________________________
 DP8255  GEOID HEIGHT    -        -35.053 (meters)                     GEOID18
 DP8255  DYNAMIC HEIGHT  -        342.117 (meters)     1122.43  (feet) COMP
 DP8255  MODELED GRAVITY -    980,544.3   (mgal)                       NAVD 88
 DP8255
 DP8255  VERT ORDER      -  SECOND    CLASS I
 DP8255
 DP8255.The horizontal coordinates were established by autonomous hand held GPS
 DP8255.observations and have an estimated accuracy of +/- 10 meters.
 DP8255
 DP8255.The orthometric height was determined by differential leveling and
 DP8255.adjusted by the NATIONAL GEODETIC SURVEY
 DP8255.in February 2017.
 DP8255
 DP8255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8255.GEOID18 height accuracy estimate available here.
 DP8255
 DP8255.Click photographs - Photos may exist for this station.
 DP8255
 DP8255.The dynamic height is computed by dividing the NAVD 88
 DP8255.geopotential number by the normal gravity value computed on the
 DP8255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8255.degrees latitude (g = 980.6199 gals.).
 DP8255
 DP8255.The modeled gravity was interpolated from observed gravity values.
 DP8255
 DP8255;                    North         East    Units  Estimated Accuracy
 DP8255;SPC WI C     -   201,100.      748,511.      MT  (+/- 10 meters HH2 GPS)
 DP8255
 DP8255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1460953226(NAD 83)
 DP8255
 DP8255                          SUPERSEDED SURVEY CONTROL
 DP8255
 DP8255.No superseded survey control is available for this station.
 DP8255
 DP8255_MARKER: DD = SURVEY DISK
 DP8255_SETTING: 66 = SET IN ROCK OUTCROP
 DP8255_STAMPING: 7K10 2012
 DP8255_MARK LOGO: WIDT
 DP8255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP8255+STABILITY: POSITION/ELEVATION WELL
 DP8255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8255+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2014
 DP8255
 DP8255  HISTORY     - Date     Condition        Report By
 DP8255  HISTORY     - 2012     MONUMENTED       WIDT
 DP8255  HISTORY     - 20140916 GOOD             WIDT
 DP8255
 DP8255                          STATION DESCRIPTION
 DP8255
 DP8255'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8255'HE STATION IS APPROXIMATELY 11.1 MI (17.9 KM) SOUTHWEST OF NIAGARA,
 DP8255'5.1 MI (8.2 KM) WEST OF PEMBINE AND 4.0 MI (6.4 KM) EAST-SOUTHEAST OF
 DP8255'DUNBAR.
 DP8255'
 DP8255'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH US HIGHWAY
 DP8255'141 JUST SOUTH OF THE COMMUNITY OF PEMBINE, GO WEST ON US HIGHWAY 8
 DP8255'FOR 4.8 MI (7.7 KM) TO ONE MI (1.6 KM) ROAD ON THE RIGHT AND THE
 DP8255'STATION ON THE LEFT.
 DP8255'
 DP8255'THE STATION IS 14.1 M (46.3 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY
 DP8255'8, 22.0 M (72.2 FT) EAST OF THE EXTENDED CENTERLINE OF ONE MI (1.6 KM)
 DP8255'ROAD, 13.3 M (43.6 FT) SOUTHEAST OF A SIGN -ADOPT A HIGHWAY- AND 2.7 M
 DP8255'(8.9 FT) EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DP8255'
 DP8255'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING HIGHER
 DP8255'THAN 60 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8255'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8255'IN A DRILL HOLE IN A LARGE ROCK OUTCROP, APPROXIMATELY 1 M (3.3 FT)
 DP8255'HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8254 ***********************************************************************
 DP8254  DESIGNATION -  7K11
 DP8254  PID         -  DP8254
 DP8254  STATE/COUNTY-  WI/MARINETTE
 DP8254  COUNTRY     -  US
 DP8254  USGS QUAD   -  TOWN CORNER LAKE (2018)
 DP8254
 DP8254                         *CURRENT SURVEY CONTROL
 DP8254  ______________________________________________________________________
 DP8254* NAD 83(1986) POSITION- 45 37 27.45   (N) 088 03 55.45   (W)   HD_HELD1
 DP8254* NAVD 88 ORTHO HEIGHT -   327.418 (meters)     1074.20  (feet) ADJUSTED
 DP8254  ______________________________________________________________________
 DP8254  GEOID HEIGHT    -        -35.096 (meters)                     GEOID18
 DP8254  DYNAMIC HEIGHT  -        327.399 (meters)     1074.14  (feet) COMP
 DP8254  MODELED GRAVITY -    980,551.8   (mgal)                       NAVD 88
 DP8254
 DP8254  VERT ORDER      -  SECOND    CLASS I
 DP8254
 DP8254.The horizontal coordinates were determined by differentially corrected
 DP8254.hand held GPS observations or other comparable positioning techniques
 DP8254.and have an estimated accuracy of +/- 3 meters.
 DP8254
 DP8254.The orthometric height was determined by differential leveling and
 DP8254.adjusted by the NATIONAL GEODETIC SURVEY
 DP8254.in February 2017.
 DP8254
 DP8254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8254.GEOID18 height accuracy estimate available here.
 DP8254
 DP8254.Click photographs - Photos may exist for this station.
 DP8254
 DP8254.The dynamic height is computed by dividing the NAVD 88
 DP8254.geopotential number by the normal gravity value computed on the
 DP8254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8254.degrees latitude (g = 980.6199 gals.).
 DP8254
 DP8254.The modeled gravity was interpolated from observed gravity values.
 DP8254
 DP8254;                    North         East    Units  Estimated Accuracy
 DP8254;SPC WI C     -   200,816.9     750,861.0     MT  (+/- 3 meters HH1 GPS) 
 DP8254
 DP8254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1694652857(NAD 83)
 DP8254
 DP8254                          SUPERSEDED SURVEY CONTROL
 DP8254
 DP8254.No superseded survey control is available for this station.
 DP8254
 DP8254_MARKER: DD = SURVEY DISK
 DP8254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8254_STAMPING: 7K11 2012
 DP8254_MARK LOGO: WIDT
 DP8254_PROJECTION: PROJECTING 6 CENTIMETERS
 DP8254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8254+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2014
 DP8254
 DP8254  HISTORY     - Date     Condition        Report By
 DP8254  HISTORY     - 2012     MONUMENTED       WIDT
 DP8254  HISTORY     - 20140916 GOOD             WIDT
 DP8254
 DP8254                          STATION DESCRIPTION
 DP8254
 DP8254'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8254'HE STATION IS 10.7 MI (17.2 KM) SOUTH-SOUTHWEST OF NIAGARA, 5.4 MI
 DP8254'(8.7 KM) EAST-SOUTHEAST OF DUNBAR AND 3.6 MI (5.8 KM) WEST OF PEMBINE.
 DP8254'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH US HIGHWAY
 DP8254'141 JUST SOUTH OF THE COMMUNITY OF PEMBINE, GO WEST ON US HIGHWAY 8
 DP8254'FOR 2.8 MI (4.5 KM) TO DIXON LANE ON THE RIGHT.  CONTINUE WEST ON US
 DP8254'HIGHWAY 8 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DP8254'
 DP8254'THE STATION IS 17.1 M (56.1 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8254'8, 46.4 M (152.2 FT) EAST OF A POWER POLE -3619 12E2-, 41 M (134.5 FT)
 DP8254'EAST OF THE CENTER OF A FIELD ENTRANCE, 17.7 M (58.1 FT) NORTHEAST OF
 DP8254'A -YOUNGS LAKE RD- SIGN AND LOCATED BETWEEN TWO WHITE PLASTIC WITNESS
 DP8254'POSTS.
 DP8254'
 DP8254'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8254'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH
 DP8254'EXTENDING TO 25 DEGREES AND POWER LINES DIRECTLY OVERHEAD.  THE
 DP8254'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP8254'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP8254'DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8253 ***********************************************************************
 DP8253  DESIGNATION -  7K12
 DP8253  PID         -  DP8253
 DP8253  STATE/COUNTY-  WI/MARINETTE
 DP8253  COUNTRY     -  US
 DP8253  USGS QUAD   -  TOWN CORNER LAKE (2018)
 DP8253
 DP8253                         *CURRENT SURVEY CONTROL
 DP8253  ______________________________________________________________________
 DP8253* NAD 83(1986) POSITION- 45 37 22.30   (N) 088 02 03.09   (W)   HD_HELD1
 DP8253* NAVD 88 ORTHO HEIGHT -   295.722 (meters)      970.21  (feet) ADJUSTED
 DP8253  ______________________________________________________________________
 DP8253  GEOID HEIGHT    -        -35.129 (meters)                     GEOID18
 DP8253  DYNAMIC HEIGHT  -        295.707 (meters)      970.17  (feet) COMP
 DP8253  MODELED GRAVITY -    980,557.5   (mgal)                       NAVD 88
 DP8253
 DP8253  VERT ORDER      -  SECOND    CLASS I
 DP8253
 DP8253.The horizontal coordinates were determined by differentially corrected
 DP8253.hand held GPS observations or other comparable positioning techniques
 DP8253.and have an estimated accuracy of +/- 3 meters.
 DP8253
 DP8253.The orthometric height was determined by differential leveling and
 DP8253.adjusted by the NATIONAL GEODETIC SURVEY
 DP8253.in February 2017.
 DP8253
 DP8253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8253.GEOID18 height accuracy estimate available here.
 DP8253
 DP8253.Click photographs - Photos may exist for this station.
 DP8253
 DP8253.The dynamic height is computed by dividing the NAVD 88
 DP8253.geopotential number by the normal gravity value computed on the
 DP8253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8253.degrees latitude (g = 980.6199 gals.).
 DP8253
 DP8253.The modeled gravity was interpolated from observed gravity values.
 DP8253
 DP8253;                    North         East    Units  Estimated Accuracy
 DP8253;SPC WI C     -   200,716.4     753,298.2     MT  (+/- 3 meters HH1 GPS) 
 DP8253
 DP8253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1937752666(NAD 83)
 DP8253
 DP8253                          SUPERSEDED SURVEY CONTROL
 DP8253
 DP8253.No superseded survey control is available for this station.
 DP8253
 DP8253_MARKER: DD = SURVEY DISK
 DP8253_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8253_SP_SET: BRIDGE ABUTMENT
 DP8253_STAMPING: 7K12 2012
 DP8253_MARK LOGO: WIDT
 DP8253_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8253+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2014
 DP8253
 DP8253  HISTORY     - Date     Condition        Report By
 DP8253  HISTORY     - 2012     MONUMENTED       WIDT
 DP8253  HISTORY     - 20140916 GOOD             WIDT
 DP8253
 DP8253                          STATION DESCRIPTION
 DP8253
 DP8253'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8253'HE STATION IS APPROXIMATELY 15.3 MI (24.6 KM) EAST OF GOODMAN, 10.4 MI
 DP8253'(16.7 KM) SOUTH OF NIAGARA AND 2.2 MI (3.5 KM) SOUTHWEST OF PEMBINE.
 DP8253'
 DP8253'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH US HIGHWAY
 DP8253'141 JUST SOUTH OF THE COMMUNITY OF PEMBINE, GO WEST ON US HIGHWAY 8
 DP8253'FOR 1.9 MI (3.1 KM) TO A BRIDGE OVER THE SOUTH BRANCH PEME BON WON
 DP8253'RIVER AND THE STATION ON THE RIGHT.
 DP8253'
 DP8253'THE STATION IS 5.7 M (18.7 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8253'8, 3.8 M (12.5 FT) WEST-SOUTHWEST OF A -NORTH BRANCH PEME BON WON
 DP8253'RIVER- SIGN AND 0.7 M (2.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DP8253'
 DP8253'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH AND TREES TO THE
 DP8253'SOUTH EXTENDING TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8253'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8253'STATION DISK SET IN A DRILL HOLE IN THE NORTH END OF THE EAST ABUTMENT
 DP8253'OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8642 ***********************************************************************
 DP8642  DESIGNATION -  7K64
 DP8642  PID         -  DP8642
 DP8642  STATE/COUNTY-  WI/FLORENCE
 DP8642  COUNTRY     -  US
 DP8642  USGS QUAD   -  NAULTS (2017)
 DP8642
 DP8642                         *CURRENT SURVEY CONTROL
 DP8642  ______________________________________________________________________
 DP8642* NAD 83(1986) POSITION- 45 55 27.8    (N) 088 29 49.7    (W)   HD_HELD2
 DP8642* NAVD 88 ORTHO HEIGHT -   460.431 (meters)     1510.60  (feet) ADJUSTED
 DP8642  ______________________________________________________________________
 DP8642  GEOID HEIGHT    -        -33.162 (meters)                     GEOID18
 DP8642  DYNAMIC HEIGHT  -        460.417 (meters)     1510.55  (feet) COMP
 DP8642  MODELED GRAVITY -    980,570.9   (mgal)                       NAVD 88
 DP8642
 DP8642  VERT ORDER      -  SECOND    CLASS I
 DP8642
 DP8642.The horizontal coordinates were established by autonomous hand held GPS
 DP8642.observations and have an estimated accuracy of +/- 10 meters.
 DP8642
 DP8642.The orthometric height was determined by differential leveling and
 DP8642.adjusted by the NATIONAL GEODETIC SURVEY
 DP8642.in February 2017.
 DP8642
 DP8642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8642.GEOID18 height accuracy estimate available here.
 DP8642
 DP8642.Click photographs - Photos may exist for this station.
 DP8642
 DP8642.The dynamic height is computed by dividing the NAVD 88
 DP8642.geopotential number by the normal gravity value computed on the
 DP8642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8642.degrees latitude (g = 980.6199 gals.).
 DP8642
 DP8642.The modeled gravity was interpolated from observed gravity values.
 DP8642
 DP8642;                    North         East    Units  Estimated Accuracy
 DP8642;SPC WI N     -    85,319.      716,563.      MT  (+/- 10 meters HH2 GPS)
 DP8642
 DP8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8391586736(NAD 83)
 DP8642
 DP8642                          SUPERSEDED SURVEY CONTROL
 DP8642
 DP8642.No superseded survey control is available for this station.
 DP8642
 DP8642_MARKER: DD = SURVEY DISK
 DP8642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8642_STAMPING: 7K64 2012
 DP8642_MARK LOGO: WIDT
 DP8642_PROJECTION: PROJECTING 6 CENTIMETERS
 DP8642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8642+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 DP8642
 DP8642  HISTORY     - Date     Condition        Report By
 DP8642  HISTORY     - 2012     MONUMENTED       WIDT
 DP8642  HISTORY     - 20140825 GOOD             WIDT
 DP8642
 DP8642                          STATION DESCRIPTION
 DP8642
 DP8642'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8642'THE STATION IS APPROXIMATELY 14.2 MI (22.8 KM) SOUTHWEST OF CRYSTAL
 DP8642'FALLS, 11.8 MI (19.0 KM) WEST OF FLORENCE AND 6.6 MI (10.6 KM) EAST OF
 DP8642'TIPLER.
 DP8642'
 DP8642'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 EAST WITH
 DP8642'STATE HIGHWAY 139 ABOUT 1 MI (1.6 KM) WEST OF THE COMMUNITY OF TIPLER,
 DP8642'GO EAST ON STATE HIGHWAY 70 FOR 6.65 MI (10.7 KM) TO FOREST ROAD 2151
 DP8642'ON THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 70 FOR 1.55 MI (2.5 KM)
 DP8642'TO FOREST ROAD 2154 ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8642'
 DP8642'THE STATION IS 13.3 M (43.6 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8642'HIGHWAY 70, 8.2 M (26.9 FT) WEST OF THE CENTERLINE OF FOREST ROAD
 DP8642'2154, 3.9 M (12.8 FT) NORTH-NORTHWEST OF A FIBERGLASS SIGN POST -2154-
 DP8642'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8642'WITNESS POSTS.
 DP8642'
 DP8642'NOTE-THIS STATION IS OBSTRUCTED BY TREES IN ALL DIRECTIONS EXTENDING
 DP8642'HIGHER THAN 50 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8642'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8642'MARK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8642'LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8643 ***********************************************************************
 DP8643  DESIGNATION -  7K65
 DP8643  PID         -  DP8643
 DP8643  STATE/COUNTY-  WI/FLORENCE
 DP8643  COUNTRY     -  US
 DP8643  USGS QUAD   -  NAULTS (2017)
 DP8643
 DP8643                         *CURRENT SURVEY CONTROL
 DP8643  ______________________________________________________________________
 DP8643* NAD 83(1986) POSITION- 45 54 53.2    (N) 088 27 13.8    (W)   HD_HELD2
 DP8643* NAVD 88 ORTHO HEIGHT -   442.221 (meters)     1450.85  (feet) ADJUSTED
 DP8643  ______________________________________________________________________
 DP8643  GEOID HEIGHT    -        -33.308 (meters)                     GEOID18
 DP8643  DYNAMIC HEIGHT  -        442.207 (meters)     1450.81  (feet) COMP
 DP8643  MODELED GRAVITY -    980,571.2   (mgal)                       NAVD 88
 DP8643
 DP8643  VERT ORDER      -  SECOND    CLASS I
 DP8643
 DP8643.The horizontal coordinates were established by autonomous hand held GPS
 DP8643.observations and have an estimated accuracy of +/- 10 meters.
 DP8643
 DP8643.The orthometric height was determined by differential leveling and
 DP8643.adjusted by the NATIONAL GEODETIC SURVEY
 DP8643.in February 2017.
 DP8643
 DP8643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8643.GEOID18 height accuracy estimate available here.
 DP8643
 DP8643.Click photographs - Photos may exist for this station.
 DP8643
 DP8643.The dynamic height is computed by dividing the NAVD 88
 DP8643.geopotential number by the normal gravity value computed on the
 DP8643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8643.degrees latitude (g = 980.6199 gals.).
 DP8643
 DP8643.The modeled gravity was interpolated from observed gravity values.
 DP8643
 DP8643;                    North         East    Units  Estimated Accuracy
 DP8643;SPC WI N     -    84,315.      719,942.      MT  (+/- 10 meters HH2 GPS)
 DP8643
 DP8643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8725385606(NAD 83)
 DP8643
 DP8643                          SUPERSEDED SURVEY CONTROL
 DP8643
 DP8643.No superseded survey control is available for this station.
 DP8643
 DP8643_MARKER: DD = SURVEY DISK
 DP8643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8643_STAMPING: 7K65 2012
 DP8643_MARK LOGO: WIDT
 DP8643_PROJECTION: PROJECTING 10 CENTIMETERS
 DP8643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8643+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 DP8643
 DP8643  HISTORY     - Date     Condition        Report By
 DP8643  HISTORY     - 2012     MONUMENTED       WIDT
 DP8643  HISTORY     - 20140826 GOOD             WIDT
 DP8643
 DP8643                          STATION DESCRIPTION
 DP8643
 DP8643'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8643'THE STATION IS APPROXIMATELY 13.8 MI (22.2 KM) SOUTHWEST OF CRYSTAL
 DP8643'FALLS, 9.7 MI (15.6 KM) WEST OF FLORENCE AND 8.7 MI (14.0 KM)
 DP8643'EAST-SOUTHEAST OF TIPLER.
 DP8643'
 DP8643'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 EAST WITH
 DP8643'STATE HIGHWAY 139 ABOUT 1 MI (1.6 KM) WEST OF THE COMMUNITY OF TIPLER,
 DP8643'GO EAST ON STATE HIGHWAY 70 FOR 8.6 MI (13.8 KM) FOREST ROAD 2150 ON
 DP8643'THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 70 FOR 1.9 MI (3.1 KM) TO
 DP8643'THE STATION ON THE RIGHT.
 DP8643'
 DP8643'THE STATION IS 10.7 M (35.1 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8643'HIGHWAY 70, 700 M (2296.6 FT) EAST OF A WOODS ROAD NORTH, 215 M (705.4
 DP8643'FT) EAST OF A -NO PASSING- SIGN ON THE NORTH SIDE ROAD AND LOCATED IN
 DP8643'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8643'
 DP8643'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTH EXTENDING
 DP8643'TO 70 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH EXTENDING
 DP8643'TO 40 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8643'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION MARK SET
 DP8643'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8643'0.3 M (1.0 FT) LOWER THAN THE HIGHWAY GRAVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8644 ***********************************************************************
 DP8644  DESIGNATION -  7K66
 DP8644  PID         -  DP8644
 DP8644  STATE/COUNTY-  WI/FLORENCE
 DP8644  COUNTRY     -  US
 DP8644  USGS QUAD   -  NAULTS (2017)
 DP8644
 DP8644                         *CURRENT SURVEY CONTROL
 DP8644  ______________________________________________________________________
 DP8644* NAD 83(1986) POSITION- 45 55 04.2    (N) 088 25 31.1    (W)   HD_HELD2
 DP8644* NAVD 88 ORTHO HEIGHT -   444.472 (meters)     1458.24  (feet) ADJUSTED
 DP8644  ______________________________________________________________________
 DP8644  GEOID HEIGHT    -        -33.350 (meters)                     GEOID18
 DP8644  DYNAMIC HEIGHT  -        444.458 (meters)     1458.19  (feet) COMP
 DP8644  MODELED GRAVITY -    980,571.3   (mgal)                       NAVD 88
 DP8644
 DP8644  VERT ORDER      -  SECOND    CLASS I
 DP8644
 DP8644.The horizontal coordinates were established by autonomous hand held GPS
 DP8644.observations and have an estimated accuracy of +/- 10 meters.
 DP8644
 DP8644.The orthometric height was determined by differential leveling and
 DP8644.adjusted by the NATIONAL GEODETIC SURVEY
 DP8644.in February 2017.
 DP8644
 DP8644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8644.GEOID18 height accuracy estimate available here.
 DP8644
 DP8644.Click photographs - Photos may exist for this station.
 DP8644
 DP8644.The dynamic height is computed by dividing the NAVD 88
 DP8644.geopotential number by the normal gravity value computed on the
 DP8644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8644.degrees latitude (g = 980.6199 gals.).
 DP8644
 DP8644.The modeled gravity was interpolated from observed gravity values.
 DP8644
 DP8644;                    North         East    Units  Estimated Accuracy
 DP8644;SPC WI N     -    84,698.      722,148.      MT  (+/- 10 meters HH2 GPS)
 DP8644
 DP8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8947285905(NAD 83)
 DP8644
 DP8644                          SUPERSEDED SURVEY CONTROL
 DP8644
 DP8644.No superseded survey control is available for this station.
 DP8644
 DP8644_MARKER: DD = SURVEY DISK
 DP8644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8644_STAMPING: 7K66 2012
 DP8644_MARK LOGO: WIDT
 DP8644_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8644+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 DP8644
 DP8644  HISTORY     - Date     Condition        Report By
 DP8644  HISTORY     - 2012     MONUMENTED       WIDT
 DP8644  HISTORY     - 20140826 GOOD             WIDT
 DP8644
 DP8644                          STATION DESCRIPTION
 DP8644
 DP8644'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8644'THE STATION IS APPROXIMATELY 13.1 MI (21.1 KM) SOUTHWEST OF CRYSTAL
 DP8644'FALLS, 10.0 MI (16.1 KM) EAST OF TIPLER AND 8.2 MI (13.2 KM) WEST OF
 DP8644'FLORENCE.
 DP8644'
 DP8644'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP8644'HIGHWAY 101 ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF THE COMMUNITY OF
 DP8644'FLORENCE, GO WEST ON STATE HIGHWAY 70 FOR 4.9 MI (7.9 KM) TO HALL ROAD
 DP8644'ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 70 FOR 1.4 MI (2.3 KM)
 DP8644'TO THE STATION ON THE RIGHT.
 DP8644'
 DP8644'THE STATION IS 10.6 M (34.8 FT) NORTH OF THE CENTERLINE OF STATE
 DP8644'HIGHWAY 70, 26.0 M (85.3 FT) NORTH-NORTHEAST OF A STEEL RIGHT-OF-WAY
 DP8644'POST AND A WOODEN RIGHT-OF-WAY POST, 25.4 M (83.3 FT) NORTH-NORTHEAST
 DP8644'OF A CONCRETE BENCH MARK STAMP -1960 1 LCK-, 5.6 M (18.4 FT) WEST OF
 DP8644'THE CENTER OF A WOODS ROAD AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8644'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8644'
 DP8644'NOTE-THIS STATION IS OBSTRUCTED BY CLOSE TREES TO THE NORTHEAST AND TO
 DP8644'THE NORTHWEST EXTENDING TO 70 DEGREES ABOVE THE HORIZON.  THE STATION
 DP8644'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DP8644'CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER
 DP8644'CONCRETE POST, APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY
 DP8644'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8645 ***********************************************************************
 DP8645  DESIGNATION -  7K67
 DP8645  PID         -  DP8645
 DP8645  STATE/COUNTY-  WI/FLORENCE
 DP8645  COUNTRY     -  US
 DP8645  USGS QUAD   -  NAULTS (2017)
 DP8645
 DP8645                         *CURRENT SURVEY CONTROL
 DP8645  ______________________________________________________________________
 DP8645* NAD 83(1986) POSITION- 45 55 00.2    (N) 088 23 48.5    (W)   HD_HELD2
 DP8645* NAVD 88 ORTHO HEIGHT -   424.052 (meters)     1391.24  (feet) ADJUSTED
 DP8645  ______________________________________________________________________
 DP8645  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 DP8645  DYNAMIC HEIGHT  -        424.036 (meters)     1391.19  (feet) COMP
 DP8645  MODELED GRAVITY -    980,566.2   (mgal)                       NAVD 88
 DP8645
 DP8645  VERT ORDER      -  SECOND    CLASS I
 DP8645
 DP8645.The horizontal coordinates were established by autonomous hand held GPS
 DP8645.observations and have an estimated accuracy of +/- 10 meters.
 DP8645
 DP8645.The orthometric height was determined by differential leveling and
 DP8645.adjusted by the NATIONAL GEODETIC SURVEY
 DP8645.in February 2017.
 DP8645
 DP8645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8645.GEOID18 height accuracy estimate available here.
 DP8645
 DP8645.Click photographs - Photos may exist for this station.
 DP8645
 DP8645.The dynamic height is computed by dividing the NAVD 88
 DP8645.geopotential number by the normal gravity value computed on the
 DP8645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8645.degrees latitude (g = 980.6199 gals.).
 DP8645
 DP8645.The modeled gravity was interpolated from observed gravity values.
 DP8645
 DP8645;                    North         East    Units  Estimated Accuracy
 DP8645;SPC WI N     -    84,619.      724,361.      MT  (+/- 10 meters HH2 GPS)
 DP8645
 DP8645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9168085743(NAD 83)
 DP8645
 DP8645                          SUPERSEDED SURVEY CONTROL
 DP8645
 DP8645.No superseded survey control is available for this station.
 DP8645
 DP8645_MARKER: DD = SURVEY DISK
 DP8645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8645_STAMPING: 7K67 2012
 DP8645_MARK LOGO: WIDT
 DP8645_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8645+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 DP8645
 DP8645  HISTORY     - Date     Condition        Report By
 DP8645  HISTORY     - 2012     MONUMENTED       WIDT
 DP8645  HISTORY     - 20140826 GOOD             WIDT
 DP8645
 DP8645                          STATION DESCRIPTION
 DP8645
 DP8645'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8645'THE STATION IS APPROXIMATELY 12.8 MI (20.6 KM) SOUTH-SOUTHWEST OF
 DP8645'CRYSTAL FALLS, 11.4 MI (18.3 KM) EAST OF TIPLER AND 7.0 MI (11.3 KM)
 DP8645'WEST OF FLORENCE.
 DP8645'
 DP8645'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP8645'HIGHWAY 101 ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF THE COMMUNITY OF
 DP8645'FLORENCE, GO WEST THEN NORTHWEST ON STATE HIGHWAY 70 FOR 4.9 MI (7.9
 DP8645'KM) TO HALL ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8645'
 DP8645'THE STATION IS 13.9 M (45.6 FT) NORTH OF THE CENTERLINE STATE HIGHWAY
 DP8645'70, 11.3 M (37.1 FT) WEST OF THE CENTERLINE OF HALL ROAD, 54.3 M
 DP8645'(178.1 FT) EAST OF A -RIGHT CURVE- SIGN AND LOCATED IN THE CENTER OF A
 DP8645'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8645'
 DP8645'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DP8645'TO 45 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH EXTENDING
 DP8645'TO 40 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8645'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8645'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8645'1 M (3.3 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8646 ***********************************************************************
 DP8646  DESIGNATION -  7K68
 DP8646  PID         -  DP8646
 DP8646  STATE/COUNTY-  WI/FLORENCE
 DP8646  COUNTRY     -  US
 DP8646  USGS QUAD   -  FLORENCE WEST (2018)
 DP8646
 DP8646                         *CURRENT SURVEY CONTROL
 DP8646  ______________________________________________________________________
 DP8646* NAD 83(1986) POSITION- 45 54 30.2    (N) 088 21 26.5    (W)   HD_HELD2
 DP8646* NAVD 88 ORTHO HEIGHT -   416.786 (meters)     1367.41  (feet) ADJUSTED
 DP8646  ______________________________________________________________________
 DP8646  GEOID HEIGHT    -        -33.514 (meters)                     GEOID18
 DP8646  DYNAMIC HEIGHT  -        416.774 (meters)     1367.37  (feet) COMP
 DP8646  MODELED GRAVITY -    980,573.7   (mgal)                       NAVD 88
 DP8646
 DP8646  VERT ORDER      -  SECOND    CLASS I
 DP8646
 DP8646.The horizontal coordinates were established by autonomous hand held GPS
 DP8646.observations and have an estimated accuracy of +/- 10 meters.
 DP8646
 DP8646.The orthometric height was determined by differential leveling and
 DP8646.adjusted by the NATIONAL GEODETIC SURVEY
 DP8646.in February 2017.
 DP8646
 DP8646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8646.GEOID18 height accuracy estimate available here.
 DP8646
 DP8646.Click photographs - Photos may exist for this station.
 DP8646
 DP8646.The dynamic height is computed by dividing the NAVD 88
 DP8646.geopotential number by the normal gravity value computed on the
 DP8646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8646.degrees latitude (g = 980.6199 gals.).
 DP8646
 DP8646.The modeled gravity was interpolated from observed gravity values.
 DP8646
 DP8646;                    North         East    Units  Estimated Accuracy
 DP8646;SPC WI N     -    83,756.      727,439.      MT  (+/- 10 meters HH2 GPS)
 DP8646
 DP8646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9472384764(NAD 83)
 DP8646
 DP8646                          SUPERSEDED SURVEY CONTROL
 DP8646
 DP8646.No superseded survey control is available for this station.
 DP8646
 DP8646_MARKER: DD = SURVEY DISK
 DP8646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8646_STAMPING: 7K68 2012
 DP8646_MARK LOGO: WIDT
 DP8646_PROJECTION: PROJECTING 11 CENTIMETERS
 DP8646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8646+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 DP8646
 DP8646  HISTORY     - Date     Condition        Report By
 DP8646  HISTORY     - 2012     MONUMENTED       WIDT
 DP8646  HISTORY     - 20140826 GOOD             WIDT
 DP8646
 DP8646                          STATION DESCRIPTION
 DP8646
 DP8646'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8646'THE STATION IS APPROXIMATELY 13.4 MI (21.6 KM) EAST-SOUTHEAST OF
 DP8646'TIPLER, 13.0 MI (20.9 KM) SOUTH OF CRYSTAL FALLS AND 5.0 MI (8.0 KM)
 DP8646'WEST-SOUTHWEST OF FLORENCE.
 DP8646'
 DP8646'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP8646'HIGHWAY 101 ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF THE COMMUNITY OF
 DP8646'FLORENCE, GO WEST ON STATE HIGHWAY 70 FOR 2.2 MI (3.5 KM) TO TOWN ROAD
 DP8646'NN ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 70 FOR 0.1 MI (0.2
 DP8646'KM) TO THE STATION ON THE LEFT.
 DP8646'
 DP8646'THE STATION IS 16.6 M (54.5 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8646'HIGHWAY 70, 160 M (524.9 FT) WEST OF TOWN ROAD NN, 18.6 M (61.0 FT)
 DP8646'WEST-SOUTHWEST OF A YELLOW PLASTIC GAS MARKER POST, 6.1 M (20.0 FT)
 DP8646'WEST OF THE CENTER OF A DRIVEWAY -5837- AND LOCATED BETWEEN 2 WHITE
 DP8646'PLASTIC WITNESS POSTS.
 DP8646'
 DP8646'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE WEST AND TO THE SOUTH
 DP8646'EXTENDING TO 80 DEGREES ABOVE THE HORIZON AND POPPLE TREES TO THE EAST
 DP8646'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8646'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8646'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8646'APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8648 ***********************************************************************
 DP8648  DESIGNATION -  7K69
 DP8648  PID         -  DP8648
 DP8648  STATE/COUNTY-  WI/FLORENCE
 DP8648  COUNTRY     -  US
 DP8648  USGS QUAD   -  FLORENCE WEST (2018)
 DP8648
 DP8648                         *CURRENT SURVEY CONTROL
 DP8648  ______________________________________________________________________
 DP8648* NAD 83(1986) POSITION- 45 54 23.5    (N) 088 17 53.1    (W)   HD_HELD2
 DP8648* NAVD 88 ORTHO HEIGHT -   394.480 (meters)     1294.22  (feet) ADJUSTED
 DP8648  ______________________________________________________________________
 DP8648  GEOID HEIGHT    -        -33.614 (meters)                     GEOID18
 DP8648  DYNAMIC HEIGHT  -        394.469 (meters)     1294.19  (feet) COMP
 DP8648  MODELED GRAVITY -    980,575.3   (mgal)                       NAVD 88
 DP8648
 DP8648  VERT ORDER      -  SECOND    CLASS I
 DP8648
 DP8648.The horizontal coordinates were established by autonomous hand held GPS
 DP8648.observations and have an estimated accuracy of +/- 10 meters.
 DP8648
 DP8648.The orthometric height was determined by differential leveling and
 DP8648.adjusted by the NATIONAL GEODETIC SURVEY
 DP8648.in February 2017.
 DP8648
 DP8648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8648.GEOID18 height accuracy estimate available here.
 DP8648
 DP8648.Click photographs - Photos may exist for this station.
 DP8648
 DP8648.The dynamic height is computed by dividing the NAVD 88
 DP8648.geopotential number by the normal gravity value computed on the
 DP8648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8648.degrees latitude (g = 980.6199 gals.).
 DP8648
 DP8648.The modeled gravity was interpolated from observed gravity values.
 DP8648
 DP8648;                    North         East    Units  Estimated Accuracy
 DP8648;SPC WI N     -    83,646.      732,042.      MT  (+/- 10 meters HH2 GPS)
 DP8648
 DP8648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9931784481(NAD 83)
 DP8648
 DP8648                          SUPERSEDED SURVEY CONTROL
 DP8648
 DP8648.No superseded survey control is available for this station.
 DP8648
 DP8648_MARKER: DD = SURVEY DISK
 DP8648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8648_STAMPING: 7K69 2012
 DP8648_MARK LOGO: WIDT
 DP8648_PROJECTION: PROJECTING 6 CENTIMETERS
 DP8648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8648+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 DP8648
 DP8648  HISTORY     - Date     Condition        Report By
 DP8648  HISTORY     - 2012     MONUMENTED       WIDT
 DP8648  HISTORY     - 20140826 GOOD             WIDT
 DP8648
 DP8648                          STATION DESCRIPTION
 DP8648
 DP8648'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8648'THE STATION IS APPROXIMATELY 16.2 MI (26.1 KM) EAST OF TIPLER, 13.2 MI
 DP8648'(21.2 KM) SOUTH OF CRYSTAL FALLS AND 2.4 MI (3.9 KM) SOUTHWEST OF
 DP8648'FLORENCE.
 DP8648'
 DP8648'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP8648'HIGHWAY 101, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 DP8648'
 DP8648'THE STATION IS 19.7 M (64.6 FT) EAST OF THE CENTERLINE OF STATE
 DP8648'HIGHWAY 101, 14.8 M (48.6 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DP8648'70, 14.1 M (46.3 FT) WEST-NORTHWEST OF THE SOUTH END OF A LARGE
 DP8648'CONCRETE CULVERT, 6.3 M (20.7 FT) EAST OF A WOODEN POST FOR A HIGHWAY
 DP8648'ROUTE SIGN AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8648'WHITE PLASTIC WITNESS POSTS.
 DP8648'
 DP8648'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH, WEST AND EAST
 DP8648'OF THE STATION EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION
 DP8648'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DP8648'CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER
 DP8648'CONCRETE POST, APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DP8648'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8649 ***********************************************************************
 DP8649  DESIGNATION -  7K70
 DP8649  PID         -  DP8649
 DP8649  STATE/COUNTY-  WI/FLORENCE
 DP8649  COUNTRY     -  US
 DP8649  USGS QUAD   -  FLORENCE WEST (2018)
 DP8649
 DP8649                         *CURRENT SURVEY CONTROL
 DP8649  ______________________________________________________________________
 DP8649* NAD 83(1986) POSITION- 45 55 18.15   (N) 088 16 34.38   (W)   HD_HELD1
 DP8649* NAVD 88 ORTHO HEIGHT -   398.095 (meters)     1306.08  (feet) ADJUSTED
 DP8649  ______________________________________________________________________
 DP8649  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 DP8649  DYNAMIC HEIGHT  -        398.085 (meters)     1306.05  (feet) COMP
 DP8649  MODELED GRAVITY -    980,578.2   (mgal)                       NAVD 88
 DP8649
 DP8649  VERT ORDER      -  SECOND    CLASS I
 DP8649
 DP8649.The horizontal coordinates were determined by differentially corrected
 DP8649.hand held GPS observations or other comparable positioning techniques
 DP8649.and have an estimated accuracy of +/- 3 meters.
 DP8649
 DP8649.The orthometric height was determined by differential leveling and
 DP8649.adjusted by the NATIONAL GEODETIC SURVEY
 DP8649.in February 2017.
 DP8649
 DP8649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8649.GEOID18 height accuracy estimate available here.
 DP8649
 DP8649.Click photographs - Photos may exist for this station.
 DP8649
 DP8649.The dynamic height is computed by dividing the NAVD 88
 DP8649.geopotential number by the normal gravity value computed on the
 DP8649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8649.degrees latitude (g = 980.6199 gals.).
 DP8649
 DP8649.The modeled gravity was interpolated from observed gravity values.
 DP8649
 DP8649;                    North         East    Units  Estimated Accuracy
 DP8649;SPC WI N     -    85,369.0     733,701.6     MT  (+/- 3 meters HH1 GPS) 
 DP8649
 DP8649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0104086140(NAD 83)
 DP8649
 DP8649                          SUPERSEDED SURVEY CONTROL
 DP8649
 DP8649.No superseded survey control is available for this station.
 DP8649
 DP8649_MARKER: DD = SURVEY DISK
 DP8649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8649_STAMPING: 7K70 2012
 DP8649_MARK LOGO: WIDT
 DP8649_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8649+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2014
 DP8649
 DP8649  HISTORY     - Date     Condition        Report By
 DP8649  HISTORY     - 2012     MONUMENTED       WIDT
 DP8649  HISTORY     - 20140924 GOOD             WIDT
 DP8649
 DP8649                          STATION DESCRIPTION
 DP8649
 DP8649'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8649'THE STATION IS APPROXIMATELY 17.2 MI (27.7 KM) EAST OF TIPLER, 12.4 MI
 DP8649'(20.0 KM) SOUTH-SOUTHEAST OF CRYSTAL FALLS AND 1.0 MI (1.6 KM)
 DP8649'SOUTHWEST OF FLORENCE.
 DP8649'
 DP8649'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 AND US HIGHWAY
 DP8649'141 WITH STATE HIGHWAY 70 AND STATE HIGHWAY 101 IN THE COMMUNITY OF
 DP8649'FLORENCE, GO SOUTHWEST OF STATE HIGHWAY 70 AND STATE HIGHWAY 101 FOR
 DP8649'0.1 MI (0.2 KM) TO BLOME HELGREN ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DP8649'WEST ON BLOME HELGREN ROAD FOR 0.8 MI (1.3 KM) TO THE STATION ON THE
 DP8649'RIGHT.
 DP8649'
 DP8649'THE STATION IS 7.9 M (25.9 FT) NORTH OF THE CENTERLINE OF BLOME
 DP8649'HELGREN ROAD, 57.6 M (189.0 FT) WEST OF THE CENTERLINE OF A GRAVEL
 DP8649'DRIVE, 40.0 M (131.2 FT) WEST-NORTHWEST OF A POWER POLE -D 21-, 0.9 M
 DP8649'(3.0 FT) SOUTH OF A WIRE ELECTRIC FENCE AND LOCATED BETWEEN TWO WHITE
 DP8649'PLASTIC WITNESS POSTS.
 DP8649'
 DP8649'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8649'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8649'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8649'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8649'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8650 ***********************************************************************
 DP8650  DESIGNATION -  7K71
 DP8650  PID         -  DP8650
 DP8650  STATE/COUNTY-  WI/FLORENCE
 DP8650  COUNTRY     -  US
 DP8650  USGS QUAD   -  FLORENCE WEST (2018)
 DP8650
 DP8650                         *CURRENT SURVEY CONTROL
 DP8650  ______________________________________________________________________
 DP8650* NAD 83(1986) POSITION- 45 54 57.8    (N) 088 15 08.7    (W)   HD_HELD2
 DP8650* NAVD 88 ORTHO HEIGHT -   405.875 (meters)     1331.61  (feet) ADJUSTED
 DP8650  ______________________________________________________________________
 DP8650  GEOID HEIGHT    -        -33.644 (meters)                     GEOID18
 DP8650  DYNAMIC HEIGHT  -        405.866 (meters)     1331.58  (feet) COMP
 DP8650  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DP8650
 DP8650  VERT ORDER      -  SECOND    CLASS I
 DP8650
 DP8650.The horizontal coordinates were established by autonomous hand held GPS
 DP8650.observations and have an estimated accuracy of +/- 10 meters.
 DP8650
 DP8650.The orthometric height was determined by differential leveling and
 DP8650.adjusted by the NATIONAL GEODETIC SURVEY
 DP8650.in February 2017.
 DP8650
 DP8650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8650.GEOID18 height accuracy estimate available here.
 DP8650
 DP8650.Click photographs - Photos may exist for this station.
 DP8650
 DP8650.The dynamic height is computed by dividing the NAVD 88
 DP8650.geopotential number by the normal gravity value computed on the
 DP8650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8650.degrees latitude (g = 980.6199 gals.).
 DP8650
 DP8650.The modeled gravity was interpolated from observed gravity values.
 DP8650
 DP8650;                    North         East    Units  Estimated Accuracy
 DP8650;SPC WI N     -    84,781.      735,561.      MT  (+/- 10 meters HH2 GPS)
 DP8650
 DP8650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0287685483(NAD 83)
 DP8650
 DP8650                          SUPERSEDED SURVEY CONTROL
 DP8650
 DP8650.No superseded survey control is available for this station.
 DP8650
 DP8650_MARKER: DD = SURVEY DISK
 DP8650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8650_STAMPING: 7K71 2012
 DP8650_MARK LOGO: WIDT
 DP8650_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8650+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2014
 DP8650
 DP8650  HISTORY     - Date     Condition        Report By
 DP8650  HISTORY     - 2012     MONUMENTED       WIDT
 DP8650  HISTORY     - 20140925 GOOD             WIDT
 DP8650
 DP8650                          STATION DESCRIPTION
 DP8650
 DP8650'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8650'THE STATION IS APPROXIMATELY 18.2 MI (29.3 KM) EAST OF TIPLER, 11.3 MI
 DP8650'(18.2 KM) NORTHWEST OF IRON MOUNTAIN AND 0.3 MI (0.5 KM) SOUTH OF
 DP8650'FLORENCE.
 DP8650'
 DP8650'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 AND US HIGHWAY
 DP8650'141 WITH COUNTY HIGHWAY NORTH IN THE COMMUNITY OF FLORENCE, GO SOUTH
 DP8650'ON COUNTY HIGHWAY NORTH FOR 0.4 MI (0.6 KM) TO CEMETERY DRIVE ON THE
 DP8650'LEFT, FAIRGROUNDS ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8650'
 DP8650'THE STATION IS 14.0 M (45.9 FT) WEST OF THE CENTERLINE OF COUNTY
 DP8650'HIGHWAY NORTH, 19.3 M (63.3 FT) NORTH OF THE CENTERLINE OF FAIRGROUNDS
 DP8650'ROAD, 25.1 M (82.3 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 DP8650'BRICK -FLORENCE CO FAIR PARK- SIGN BOARD AND LOCATED IN THE CENTER OF
 DP8650'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8650'
 DP8650'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8650'DEGREES ABOVE THE HORIZON EXCEPT FOR A RADIO TOWER TO THE
 DP8650'NORTH-NORTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE
 DP8650'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP8650'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP8650'DIAMETER CONCRETE POST, APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE
 DP8650'HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8651 ***********************************************************************
 DP8651  DESIGNATION -  7K72
 DP8651  PID         -  DP8651
 DP8651  STATE/COUNTY-  WI/FLORENCE
 DP8651  COUNTRY     -  US
 DP8651  USGS QUAD   -  FLORENCE EAST (2018)
 DP8651
 DP8651                         *CURRENT SURVEY CONTROL
 DP8651  ______________________________________________________________________
 DP8651* NAD 83(1986) POSITION- 45 54 31.4    (N) 088 12 03.7    (W)   HD_HELD2
 DP8651* NAVD 88 ORTHO HEIGHT -   405.827 (meters)     1331.45  (feet) ADJUSTED
 DP8651  ______________________________________________________________________
 DP8651  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 DP8651  DYNAMIC HEIGHT  -        405.821 (meters)     1331.43  (feet) COMP
 DP8651  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DP8651
 DP8651  VERT ORDER      -  SECOND    CLASS I
 DP8651
 DP8651.The horizontal coordinates were established by autonomous hand held GPS
 DP8651.observations and have an estimated accuracy of +/- 10 meters.
 DP8651
 DP8651.The orthometric height was determined by differential leveling and
 DP8651.adjusted by the NATIONAL GEODETIC SURVEY
 DP8651.in February 2017.
 DP8651
 DP8651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8651.GEOID18 height accuracy estimate available here.
 DP8651
 DP8651.Click photographs - Photos may exist for this station.
 DP8651
 DP8651.The dynamic height is computed by dividing the NAVD 88
 DP8651.geopotential number by the normal gravity value computed on the
 DP8651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8651.degrees latitude (g = 980.6199 gals.).
 DP8651
 DP8651.The modeled gravity was interpolated from observed gravity values.
 DP8651
 DP8651;                    North         East    Units  Estimated Accuracy
 DP8651;SPC WI N     -    84,055.      739,565.      MT  (+/- 10 meters HH2 GPS)
 DP8651
 DP8651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0684984607(NAD 83)
 DP8651
 DP8651                          SUPERSEDED SURVEY CONTROL
 DP8651
 DP8651.No superseded survey control is available for this station.
 DP8651
 DP8651_MARKER: DD = SURVEY DISK
 DP8651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8651_STAMPING: 7K72 2012
 DP8651_MARK LOGO: WIDT
 DP8651_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8651+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2014
 DP8651
 DP8651  HISTORY     - Date     Condition        Report By
 DP8651  HISTORY     - 2012     MONUMENTED       WIDT
 DP8651  HISTORY     - 20140925 GOOD             WIDT
 DP8651
 DP8651                          STATION DESCRIPTION
 DP8651
 DP8651'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8651'THE STATION IS APPROXIMATELY 15.7 MI (25.3 KM) NORTHEAST OF A FENCE,
 DP8651'8.8 MI (14.2 KM) NORTHWEST OF IRON MOUNTAIN AND 2.5 MI (4.0 KM)
 DP8651'SOUTHEAST OF FLORENCE.
 DP8651'
 DP8651'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 AND US HIGHWAY
 DP8651'141 WITH COUNTY HIGHWAY NORTH IN THE COMMUNITY OF FLORENCE, GO EAST ON
 DP8651'US HIGHWAY 2 AND US HIGHWAY 141 FOR 2.6 MI (4.2 KM) TO CROSS CUT ROAD
 DP8651'ON THE LEFT.  CONTINUE EAST ON US HIGHWAY 2 AND US HIGHWAY 141 FOR 0.4
 DP8651'MI (0.6 KM) TO THE STATION ON THE LEFT.
 DP8651'
 DP8651'THE STATION IS 10.8 M (35.4 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8651'2, 178 M (584.0 FT) WEST OF THE CENTER OF CONDROSKI ROAD, 16.7 M (54.8
 DP8651'FT) EAST OF A PLASTIC FIBER OPTIC MARKER POST, 13.0 M (42.7 FT) SOUTH
 DP8651'OF AN OVERHEAD POWER LINE AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8651'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8651'
 DP8651'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8651'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED OVERHEAD POWER
 DP8651'LINES.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP8651'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP8651'INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DP8651'THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8652 ***********************************************************************
 DP8652  DESIGNATION -  7K73
 DP8652  PID         -  DP8652
 DP8652  STATE/COUNTY-  WI/FLORENCE
 DP8652  COUNTRY     -  US
 DP8652  USGS QUAD   -  FLORENCE EAST (2018)
 DP8652
 DP8652                         *CURRENT SURVEY CONTROL
 DP8652  ______________________________________________________________________
 DP8652* NAD 83(1986) POSITION- 45 53 52.55   (N) 088 09 33.69   (W)   HD_HELD1
 DP8652* NAVD 88 ORTHO HEIGHT -   374.953 (meters)     1230.16  (feet) ADJUSTED
 DP8652  ______________________________________________________________________
 DP8652  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 DP8652  DYNAMIC HEIGHT  -        374.950 (meters)     1230.15  (feet) COMP
 DP8652  MODELED GRAVITY -    980,595.4   (mgal)                       NAVD 88
 DP8652
 DP8652  VERT ORDER      -  SECOND    CLASS I
 DP8652
 DP8652.The horizontal coordinates were determined by differentially corrected
 DP8652.hand held GPS observations or other comparable positioning techniques
 DP8652.and have an estimated accuracy of +/- 3 meters.
 DP8652
 DP8652.The orthometric height was determined by differential leveling and
 DP8652.adjusted by the NATIONAL GEODETIC SURVEY
 DP8652.in February 2017.
 DP8652
 DP8652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8652.GEOID18 height accuracy estimate available here.
 DP8652
 DP8652.Click photographs - Photos may exist for this station.
 DP8652
 DP8652.The dynamic height is computed by dividing the NAVD 88
 DP8652.geopotential number by the normal gravity value computed on the
 DP8652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8652.degrees latitude (g = 980.6199 gals.).
 DP8652
 DP8652.The modeled gravity was interpolated from observed gravity values.
 DP8652
 DP8652;                    North         East    Units  Estimated Accuracy
 DP8652;SPC WI N     -    82,930.3     742,825.1     MT  (+/- 3 meters HH1 GPS) 
 DP8652
 DP8652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1006383360(NAD 83)
 DP8652
 DP8652                          SUPERSEDED SURVEY CONTROL
 DP8652
 DP8652.No superseded survey control is available for this station.
 DP8652
 DP8652_MARKER: DD = SURVEY DISK
 DP8652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8652_STAMPING: 7K73 2012
 DP8652_MARK LOGO: WIDT
 DP8652_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8652+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2014
 DP8652
 DP8652  HISTORY     - Date     Condition        Report By
 DP8652  HISTORY     - 2012     MONUMENTED       WIDT
 DP8652  HISTORY     - 20140926 GOOD             WIDT
 DP8652
 DP8652                          STATION DESCRIPTION
 DP8652
 DP8652'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8652'THE STATION IS APPROXIMATELY 16.5 MI (26.5 KM) NORTHEAST OF A FENCE,
 DP8652'4.7 MI (7.6 KM) SOUTHEAST OF FLORENCE AND 1.6 MI (2.6 KM) NORTHWEST OF
 DP8652'SPREAD EAGLE.
 DP8652'
 DP8652'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 AND US HIGHWAY
 DP8652'141 WITH COUNTY HIGHWAY NORTH IN THE COMMUNITY OF FLORENCE, GO EAST ON
 DP8652'US HIGHWAY 2 AND US HIGHWAY 141 FOR 5.1 MI (8.2 KM) TO MONTGOMERY LAKE
 DP8652'ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DP8652'
 DP8652'THE STATION IS 11.7 M (38.4 FT) NORTHEAST OF THE CENTERLINE OF US
 DP8652'HIGHWAY 2, 26 M (85.3 FT) NORTHWEST OF THE EXTENDED CENTER OF A
 DP8652'DRIVEWAY -1983-, 23 M (75.5 FT) SOUTHEAST OF THE CENTER OF THE
 DP8652'SOUTHEASTERN-MOST DRIVEWAY FOR A STORAGE UNIT BUSINESS -1980-, 15.2 M
 DP8652'(49.9 FT) NORTHWEST OF A SIGN -THE LODGE BED AND BREAKFAST- AND
 DP8652'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8652'WITNESS POSTS.
 DP8652'
 DP8652'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8652'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES NEARLY DIRECTLY
 DP8652'OVERHEAD.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8652'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8652'A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY
 DP8652'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8653 ***********************************************************************
 DP8653  DESIGNATION -  7K74
 DP8653  PID         -  DP8653
 DP8653  STATE/COUNTY-  WI/FLORENCE
 DP8653  COUNTRY     -  US
 DP8653  USGS QUAD   -  FLORENCE EAST (2018)
 DP8653
 DP8653                         *CURRENT SURVEY CONTROL
 DP8653  ______________________________________________________________________
 DP8653* NAD 83(1986) POSITION- 45 52 51.3    (N) 088 07 40.1    (W)   HD_HELD2
 DP8653* NAVD 88 ORTHO HEIGHT -   365.293 (meters)     1198.47  (feet) ADJUSTED
 DP8653  ______________________________________________________________________
 DP8653  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 DP8653  DYNAMIC HEIGHT  -        365.290 (meters)     1198.46  (feet) COMP
 DP8653  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 DP8653
 DP8653  VERT ORDER      -  SECOND    CLASS I
 DP8653
 DP8653.The horizontal coordinates were established by autonomous hand held GPS
 DP8653.observations and have an estimated accuracy of +/- 10 meters.
 DP8653
 DP8653.The orthometric height was determined by differential leveling and
 DP8653.adjusted by the NATIONAL GEODETIC SURVEY
 DP8653.in February 2017.
 DP8653
 DP8653.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8653.GEOID18 height accuracy estimate available here.
 DP8653
 DP8653.Click photographs - Photos may exist for this station.
 DP8653
 DP8653.The dynamic height is computed by dividing the NAVD 88
 DP8653.geopotential number by the normal gravity value computed on the
 DP8653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8653.degrees latitude (g = 980.6199 gals.).
 DP8653
 DP8653.The modeled gravity was interpolated from observed gravity values.
 DP8653
 DP8653;                    North         East    Units  Estimated Accuracy
 DP8653;SPC WI N     -    81,097.      745,318.      MT  (+/- 10 meters HH2 GPS)
 DP8653
 DP8653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1248481435(NAD 83)
 DP8653
 DP8653                          SUPERSEDED SURVEY CONTROL
 DP8653
 DP8653.No superseded survey control is available for this station.
 DP8653
 DP8653_MARKER: DD = SURVEY DISK
 DP8653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8653_STAMPING: 7K74 2012
 DP8653_MARK LOGO: WIDT
 DP8653_PROJECTION: PROJECTING 7 CENTIMETERS
 DP8653_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8653+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2014
 DP8653
 DP8653  HISTORY     - Date     Condition        Report By
 DP8653  HISTORY     - 2012     MONUMENTED       WIDT
 DP8653  HISTORY     - 20140926 GOOD             WIDT
 DP8653
 DP8653                          STATION DESCRIPTION
 DP8653
 DP8653'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8653'THE STATION IS APPROXIMATELY 17.2 MI (27.7 KM) NORTHEAST OF A FENCE,
 DP8653'5.0 MI (8.0 KM) NORTHWEST OF IRON MOUNTAIN AND 0.4 MI (0.6 KM) EAST OF
 DP8653'SPREAD EAGLE.
 DP8653'
 DP8653'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 AND US HIGHWAY
 DP8653'141 WITH STATE HIGHWAY 95 ABOUT 3 MI (4.8 KM) NORTH OF THE CITY OF
 DP8653'IRON MOUNTAIN, GO NORTHWEST ON US HIGHWAY 2 AND US HIGHWAY 141 FOR 3.7
 DP8653'MI (6.0 KM) TO ELWOOD ROAD ON THE LEFT AND THE STATION ON THE LEFT,
 DP8653'LOCATED AT THE TOP OF THE BACK SLOPE.
 DP8653'
 DP8653'THE STATION IS 22.0 M (72.2 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF
 DP8653'US HIGHWAY 2 AND US HIGHWAY 141, 160 M (524.9 FT) EAST OF ELLWOOD
 DP8653'ROAD, 55.0 M (180.4 FT) SOUTHEAST OF A SIGN POST -END CENTER LANE
 DP8653'ONLY- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8653'PLASTIC WITNESS POSTS.
 DP8653'
 DP8653'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8653'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8653'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8653'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8653'5 M (16.4 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8654 ***********************************************************************
 DP8654  DESIGNATION -  7K75
 DP8654  PID         -  DP8654
 DP8654  STATE/COUNTY-  WI/FLORENCE
 DP8654  COUNTRY     -  US
 DP8654  USGS QUAD   -  RANDVILLE (2017)
 DP8654
 DP8654                         *CURRENT SURVEY CONTROL
 DP8654  ______________________________________________________________________
 DP8654* NAD 83(1986) POSITION- 45 52 34.19   (N) 088 05 57.23   (W)   HD_HELD1
 DP8654* NAVD 88 ORTHO HEIGHT -   352.004 (meters)     1154.87  (feet) ADJUSTED
 DP8654  ______________________________________________________________________
 DP8654  GEOID HEIGHT    -        -34.030 (meters)                     GEOID18
 DP8654  DYNAMIC HEIGHT  -        352.001 (meters)     1154.86  (feet) COMP
 DP8654  MODELED GRAVITY -    980,597.0   (mgal)                       NAVD 88
 DP8654
 DP8654  VERT ORDER      -  SECOND    CLASS I
 DP8654
 DP8654.The horizontal coordinates were determined by differentially corrected
 DP8654.hand held GPS observations or other comparable positioning techniques
 DP8654.and have an estimated accuracy of +/- 3 meters.
 DP8654
 DP8654.The orthometric height was determined by differential leveling and
 DP8654.adjusted by the NATIONAL GEODETIC SURVEY
 DP8654.in February 2017.
 DP8654
 DP8654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8654.GEOID18 height accuracy estimate available here.
 DP8654
 DP8654.Click photographs - Photos may exist for this station.
 DP8654
 DP8654.The dynamic height is computed by dividing the NAVD 88
 DP8654.geopotential number by the normal gravity value computed on the
 DP8654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8654.degrees latitude (g = 980.6199 gals.).
 DP8654
 DP8654.The modeled gravity was interpolated from observed gravity values.
 DP8654
 DP8654;                    North         East    Units  Estimated Accuracy
 DP8654;SPC WI N     -    80,621.7     747,547.8     MT  (+/- 3 meters HH1 GPS) 
 DP8654
 DP8654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1469480876(NAD 83)
 DP8654
 DP8654                          SUPERSEDED SURVEY CONTROL
 DP8654
 DP8654.No superseded survey control is available for this station.
 DP8654
 DP8654_MARKER: DD = SURVEY DISK
 DP8654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8654_STAMPING: 7K75 2012
 DP8654_MARK LOGO: WIDT
 DP8654_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8654+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2014
 DP8654
 DP8654  HISTORY     - Date     Condition        Report By
 DP8654  HISTORY     - 2012     MONUMENTED       WIDT
 DP8654  HISTORY     - 20140929 GOOD             WIDT
 DP8654
 DP8654                          STATION DESCRIPTION
 DP8654
 DP8654'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8654'THE STATION IS APPROXIMATELY 7.9 MI (12.7 KM) SOUTHEAST OF FLORENCE,
 DP8654'3.0 MI (4.8 KM) NORTHWEST OF IRON MOUNTAIN AND 1.7 MI (2.7 KM)
 DP8654'EAST-SOUTHEAST OF SPREAD EAGLE.
 DP8654'
 DP8654'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 AND US HIGHWAY
 DP8654'141 WITH STATE HIGHWAY 95 ABOUT 3 MI (4.8 KM) NORTH OF THE CITY OF
 DP8654'IRON MOUNTAIN, GO WEST ON US HIGHWAY 2 AND US HIGHWAY 141 FOR 0.7 MI
 DP8654'(1.1 KM) TO THE BRIDGE OVER THE MENOMINEE RIVER (MICHIGAN-WISCONSIN
 DP8654'STATE LINE BOUNDARY).  CONTINUE WESTERLY ON US HIGHWAY 2 AND US
 DP8654'HIGHWAY 141 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE RIGHT.
 DP8654'
 DP8654'THE STATION IS 19.1 M (62.7 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DP8654'2 AND US HIGHWAY 141, 49 M (160.8 FT) EAST OF THE CENTER OF A DRIVEWAY
 DP8654'-852 AND 854-, 42.2 M (138.5 FT) EAST-SOUTHEAST OF A POWER POLE WITH 2
 DP8654'GUY WIRES, 18.0 M (59.1 FT) SOUTHWEST OF A POWER POLE -06 09723- WITH
 DP8654'2 GUY WIRES AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8654'WHITE PLASTIC WITNESS POSTS.
 DP8654'
 DP8654'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8654'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES NEARLY DIRECTLY
 DP8654'OVERHEAD.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8654'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8654'A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY 1.0 M (3.3 FT)
 DP8654'HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8246 ***********************************************************************
 DP8246  DESIGNATION -  7L13
 DP8246  PID         -  DP8246
 DP8246  STATE/COUNTY-  WI/MARINETTE
 DP8246  COUNTRY     -  US
 DP8246  USGS QUAD   -  AMBERG (2018)
 DP8246
 DP8246                         *CURRENT SURVEY CONTROL
 DP8246  ______________________________________________________________________
 DP8246* NAD 83(1986) POSITION- 45 35 27.13   (N) 087 59 39.18   (W)   HD_HELD1
 DP8246* NAVD 88 ORTHO HEIGHT -   296.999 (meters)      974.40  (feet) ADJUSTED
 DP8246  ______________________________________________________________________
 DP8246  GEOID HEIGHT    -        -35.274 (meters)                     GEOID18
 DP8246  DYNAMIC HEIGHT  -        296.984 (meters)      974.36  (feet) COMP
 DP8246  MODELED GRAVITY -    980,558.7   (mgal)                       NAVD 88
 DP8246
 DP8246  VERT ORDER      -  SECOND    CLASS I
 DP8246
 DP8246.The horizontal coordinates were determined by differentially corrected
 DP8246.hand held GPS observations or other comparable positioning techniques
 DP8246.and have an estimated accuracy of +/- 3 meters.
 DP8246
 DP8246.The orthometric height was determined by differential leveling and
 DP8246.adjusted by the NATIONAL GEODETIC SURVEY
 DP8246.in February 2017.
 DP8246
 DP8246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8246.GEOID18 height accuracy estimate available here.
 DP8246
 DP8246.Click photographs - Photos may exist for this station.
 DP8246
 DP8246.The dynamic height is computed by dividing the NAVD 88
 DP8246.geopotential number by the normal gravity value computed on the
 DP8246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8246.degrees latitude (g = 980.6199 gals.).
 DP8246
 DP8246.The modeled gravity was interpolated from observed gravity values.
 DP8246
 DP8246;                    North         East    Units  Estimated Accuracy
 DP8246;SPC WI C     -   197,238.0     756,502.8     MT  (+/- 3 meters HH1 GPS) 
 DP8246
 DP8246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2245049072(NAD 83)
 DP8246
 DP8246                          SUPERSEDED SURVEY CONTROL
 DP8246
 DP8246.No superseded survey control is available for this station.
 DP8246
 DP8246_MARKER: DD = SURVEY DISK
 DP8246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8246_STAMPING: 7L13 2012
 DP8246_MARK LOGO: WIDT
 DP8246_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8246+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2014
 DP8246
 DP8246  HISTORY     - Date     Condition        Report By
 DP8246  HISTORY     - 2012     MONUMENTED       WIDT
 DP8246  HISTORY     - 20141009 GOOD             WIDT
 DP8246
 DP8246                          STATION DESCRIPTION
 DP8246
 DP8246'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8246'HE STATION IS APPROXIMATELY 18 MI (29.0 KM) EAST-SOUTHEAST OF GOODMAN,
 DP8246'6 MI (9.7 KM) NORTH OF AMBERG AND 3 MI (4.8 KM) SOUTH OF PEMBINE.
 DP8246'
 DP8246'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8246'HIGHWAY Z IN THE COMMUNITY OF BEECHER, IN THE NORTHEAST QUADRANT OF
 DP8246'THE INTERSECTION.
 DP8246'
 DP8246'THE STATION IS 10.5 M (34.4 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DP8246'141, 59.9 M (196.5 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY Z,
 DP8246'28.9 M (94.8 FT) NORTH-NORTHWEST OF A PLASTIC RIGHT-OF-WAY POST, 19.5
 DP8246'M (64.0 FT) NORTHWEST OF THE WEST SIDE OF A LARGE BILLBOARD, 9.2 M
 DP8246'(30.2 FT) NORTH OF A -141 NORTH- SIGN AND LOCATED IN THE CENTER OF A
 DP8246'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8246'
 DP8246'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8246'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8246'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8246'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 1 M (3.3
 DP8246'FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8247 ***********************************************************************
 DP8247  DESIGNATION -  7L14
 DP8247  PID         -  DP8247
 DP8247  STATE/COUNTY-  WI/MARINETTE
 DP8247  COUNTRY     -  US
 DP8247  USGS QUAD   -  AMBERG (2018)
 DP8247
 DP8247                         *CURRENT SURVEY CONTROL
 DP8247  ______________________________________________________________________
 DP8247* NAD 83(1986) POSITION- 45 35 23.76   (N) 087 57 30.59   (W)   HD_HELD1
 DP8247* NAVD 88 ORTHO HEIGHT -   288.589 (meters)      946.81  (feet) ADJUSTED
 DP8247  ______________________________________________________________________
 DP8247  GEOID HEIGHT    -        -35.317 (meters)                     GEOID18
 DP8247  DYNAMIC HEIGHT  -        288.575 (meters)      946.77  (feet) COMP
 DP8247  MODELED GRAVITY -    980,561.4   (mgal)                       NAVD 88
 DP8247
 DP8247  VERT ORDER      -  SECOND    CLASS I
 DP8247
 DP8247.The horizontal coordinates were determined by differentially corrected
 DP8247.hand held GPS observations or other comparable positioning techniques
 DP8247.and have an estimated accuracy of +/- 3 meters.
 DP8247
 DP8247.The orthometric height was determined by differential leveling and
 DP8247.adjusted by the NATIONAL GEODETIC SURVEY
 DP8247.in February 2017.
 DP8247
 DP8247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8247.GEOID18 height accuracy estimate available here.
 DP8247
 DP8247.Click photographs - Photos may exist for this station.
 DP8247
 DP8247.The dynamic height is computed by dividing the NAVD 88
 DP8247.geopotential number by the normal gravity value computed on the
 DP8247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8247.degrees latitude (g = 980.6199 gals.).
 DP8247
 DP8247.The modeled gravity was interpolated from observed gravity values.
 DP8247
 DP8247;                    North         East    Units  Estimated Accuracy
 DP8247;SPC WI C     -   197,203.4     759,291.8     MT  (+/- 3 meters HH1 GPS) 
 DP8247
 DP8247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2523548934(NAD 83)
 DP8247
 DP8247                          SUPERSEDED SURVEY CONTROL
 DP8247
 DP8247.No superseded survey control is available for this station.
 DP8247
 DP8247_MARKER: DD = SURVEY DISK
 DP8247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8247_STAMPING: 7L14 2012
 DP8247_MARK LOGO: WIDT
 DP8247_PROJECTION: FLUSH
 DP8247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8247+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2014
 DP8247
 DP8247  HISTORY     - Date     Condition        Report By
 DP8247  HISTORY     - 2012     MONUMENTED       WIDT
 DP8247  HISTORY     - 20141009 GOOD             WIDT
 DP8247
 DP8247                          STATION DESCRIPTION
 DP8247
 DP8247'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8247'HE STATION IS APPROXIMATELY 6.3 MI (10.1 KM) NORTH-NORTHEAST OF
 DP8247'AMBERG, 3.5 MI (5.6 KM) SOUTHEAST OF PEMBINE AND 1.8 MI (2.9 KM) EAST
 DP8247'OF BEECHER.
 DP8247'
 DP8247'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8247'HIGHWAY Z IN THE COMMUNITY OF BEECHER, GO EAST ON COUNTY HIGHWAY Z FOR
 DP8247'0.8 MI (1.3 KM) TO TOWER LINE ROAD.  CONTINUE EAST ON COUNTY HIGHWAY Z
 DP8247'FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DP8247'
 DP8247'THE STATION IS 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8247'HIGHWAY Z, 41.5 M (136.2 FT) SOUTHWEST OF A POWER POLE -3620 14E7-,
 DP8247'29.5 M (96.8 FT) SOUTHEAST OF A POWER POLE -3620 14E11- AND LOCATED
 DP8247'BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8247'
 DP8247'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8247'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTH
 DP8247'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8247'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8247'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8247'APPROXIMATELY 0.4 M (1.3 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8249 ***********************************************************************
 DP8249  DESIGNATION -  7L15
 DP8249  PID         -  DP8249
 DP8249  STATE/COUNTY-  WI/MARINETTE
 DP8249  COUNTRY     -  US
 DP8249  USGS QUAD   -  AMBERG (2018)
 DP8249
 DP8249                         *CURRENT SURVEY CONTROL
 DP8249  ______________________________________________________________________
 DP8249* NAD 83(1986) POSITION- 45 34 52.51   (N) 087 53 49.04   (W)   HD_HELD1
 DP8249* NAVD 88 ORTHO HEIGHT -   265.559 (meters)      871.25  (feet) ADJUSTED
 DP8249  ______________________________________________________________________
 DP8249  GEOID HEIGHT    -        -35.426 (meters)                     GEOID18
 DP8249  DYNAMIC HEIGHT  -        265.547 (meters)      871.22  (feet) COMP
 DP8249  MODELED GRAVITY -    980,565.9   (mgal)                       NAVD 88
 DP8249
 DP8249  VERT ORDER      -  SECOND    CLASS I
 DP8249
 DP8249.The horizontal coordinates were determined by differentially corrected
 DP8249.hand held GPS observations or other comparable positioning techniques
 DP8249.and have an estimated accuracy of +/- 3 meters.
 DP8249
 DP8249.The orthometric height was determined by differential leveling and
 DP8249.adjusted by the NATIONAL GEODETIC SURVEY
 DP8249.in February 2017.
 DP8249
 DP8249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8249.GEOID18 height accuracy estimate available here.
 DP8249
 DP8249.Click photographs - Photos may exist for this station.
 DP8249
 DP8249.The dynamic height is computed by dividing the NAVD 88
 DP8249.geopotential number by the normal gravity value computed on the
 DP8249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8249.degrees latitude (g = 980.6199 gals.).
 DP8249
 DP8249.The modeled gravity was interpolated from observed gravity values.
 DP8249
 DP8249;                    North         East    Units  Estimated Accuracy
 DP8249;SPC WI C     -   196,361.5     764,117.7     MT  (+/- 3 meters HH1 GPS) 
 DP8249
 DP8249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3002447914(NAD 83)
 DP8249
 DP8249                          SUPERSEDED SURVEY CONTROL
 DP8249
 DP8249.No superseded survey control is available for this station.
 DP8249
 DP8249_MARKER: DD = SURVEY DISK
 DP8249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8249_STAMPING: 7L15 2012
 DP8249_MARK LOGO: WIDT
 DP8249_PROJECTION: FLUSH
 DP8249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8249+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2014
 DP8249
 DP8249  HISTORY     - Date     Condition        Report By
 DP8249  HISTORY     - 2012     MONUMENTED       WIDT
 DP8249  HISTORY     - 20141013 GOOD             WIDT
 DP8249
 DP8249                          STATION DESCRIPTION
 DP8249
 DP8249'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8249'HE STATION IS APPROXIMATELY 7.1 MI (11.4 KM) NORTHEAST OF AMBERG, 5.8
 DP8249'MI (9.3 KM) SOUTHEAST OF PEMBINE AND 4.8 MI (7.7 KM) EAST OF BEECHER.
 DP8249'
 DP8249'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8249'HIGHWAY Z IN THE COMMUNITY OF BEECHER, GO EAST ON COUNTY HIGHWAY Z FOR
 DP8249'4.3 MI (6.9 KM) TO BISHOP LANE ON THE RIGHT.  CONTINUE EAST ON COUNTY
 DP8249'HIGHWAY Z FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DP8249'
 DP8249'THE STATION IS 11.7 M (38.4 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8249'HIGHWAY Z, 48.8 M (160.1 FT) NORTHWEST OF A POWER POLE -3621 20E6-,
 DP8249'35.4 M (116.1 FT) NORTH-NORTHWEST OF A RIGHT-OF-WAY POST AND LOCATED
 DP8249'BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8249'
 DP8249'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8249'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH
 DP8249'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8249'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8249'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8249'LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8251 ***********************************************************************
 DP8251  DESIGNATION -  7L16
 DP8251  PID         -  DP8251
 DP8251  STATE/COUNTY-  WI/MARINETTE
 DP8251  COUNTRY     -  US
 DP8251  USGS QUAD   -  MISCAUNO ISLAND (2018)
 DP8251
 DP8251                         *CURRENT SURVEY CONTROL
 DP8251  ______________________________________________________________________
 DP8251* NAD 83(1986) POSITION- 45 34 23.81   (N) 087 49 08.49   (W)   HD_HELD1
 DP8251* NAVD 88 ORTHO HEIGHT -   235.061 (meters)      771.20  (feet) ADJUSTED
 DP8251  ______________________________________________________________________
 DP8251  GEOID HEIGHT    -        -35.543 (meters)                     GEOID18
 DP8251  DYNAMIC HEIGHT  -        235.054 (meters)      771.17  (feet) COMP
 DP8251  MODELED GRAVITY -    980,579.1   (mgal)                       NAVD 88
 DP8251
 DP8251  VERT ORDER      -  SECOND    CLASS I
 DP8251
 DP8251.The horizontal coordinates were determined by differentially corrected
 DP8251.hand held GPS observations or other comparable positioning techniques
 DP8251.and have an estimated accuracy of +/- 3 meters.
 DP8251
 DP8251.The orthometric height was determined by differential leveling and
 DP8251.adjusted by the NATIONAL GEODETIC SURVEY
 DP8251.in February 2017.
 DP8251
 DP8251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8251.GEOID18 height accuracy estimate available here.
 DP8251
 DP8251.Click photographs - Photos may exist for this station.
 DP8251
 DP8251.The dynamic height is computed by dividing the NAVD 88
 DP8251.geopotential number by the normal gravity value computed on the
 DP8251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8251.degrees latitude (g = 980.6199 gals.).
 DP8251
 DP8251.The modeled gravity was interpolated from observed gravity values.
 DP8251
 DP8251;                    North         East    Units  Estimated Accuracy
 DP8251;SPC WI C     -   195,636.2     770,221.6     MT  (+/- 3 meters HH1 GPS) 
 DP8251
 DP8251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3609546964(NAD 83)
 DP8251
 DP8251                          SUPERSEDED SURVEY CONTROL
 DP8251
 DP8251.No superseded survey control is available for this station.
 DP8251
 DP8251_MARKER: DD = SURVEY DISK
 DP8251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8251_STAMPING: 7L16 2012
 DP8251_MARK LOGO: WIDT
 DP8251_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8251+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2014
 DP8251
 DP8251  HISTORY     - Date     Condition        Report By
 DP8251  HISTORY     - 2012     MONUMENTED       WIDT
 DP8251  HISTORY     - 20141013 GOOD             WIDT
 DP8251
 DP8251                          STATION DESCRIPTION
 DP8251
 DP8251'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8251'HE STATION IS APPROXIMATELY 9.5 MI (15.3 KM) EAST-NORTHEAST OF AMBERG,
 DP8251'9.3 MI (15.0 KM) EAST-SOUTHEAST OF PEMBINE AND 8.5 MI (13.7 KM) EAST
 DP8251'OF BEECHER.
 DP8251'
 DP8251'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8251'HIGHWAY Z IN THE COMMUNITY OF BEECHER, GO EAST ON COUNTY HIGHWAY Z FOR
 DP8251'8.8 MI (14.2 KM) TO FUR FARM DRIVE ON THE RIGHT.  CONTINUE SOUTHEAST
 DP8251'ON COUNTY HIGHWAY Z FOR ABOUT 185 FT (56.4 M) TO THE STATION ON THE
 DP8251'LEFT.
 DP8251'
 DP8251'THE STATION IS 11.5 M (37.7 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DP8251'HIGHWAY Z, 56.5 M (185.4 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF
 DP8251'FUR FARM DRIVE, 28.0 M (91.9 FT) NORTHWEST OF A RIGHT-OF-WAY POST AND
 DP8251'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8251'WITNESS POSTS.
 DP8251'
 DP8251'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8251'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8251'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8251'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M
 DP8251'(1.6 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8312 ***********************************************************************
 DP8312  DESIGNATION -  7L17
 DP8312  PID         -  DP8312
 DP8312  STATE/COUNTY-  WI/MARINETTE
 DP8312  COUNTRY     -  US
 DP8312  USGS QUAD   -  PEMBINE (2018)
 DP8312
 DP8312                         *CURRENT SURVEY CONTROL
 DP8312  ______________________________________________________________________
 DP8312* NAD 83(1986) POSITION- 45 44 46.16   (N) 087 55 32.73   (W)   HD_HELD1
 DP8312* NAVD 88 ORTHO HEIGHT -   308.903 (meters)     1013.46  (feet) ADJUSTED
 DP8312  ______________________________________________________________________
 DP8312  GEOID HEIGHT    -        -34.705 (meters)                     GEOID18
 DP8312  DYNAMIC HEIGHT  -        308.899 (meters)     1013.45  (feet) COMP
 DP8312  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 DP8312
 DP8312  VERT ORDER      -  SECOND    CLASS I
 DP8312
 DP8312.The horizontal coordinates were determined by differentially corrected
 DP8312.hand held GPS observations or other comparable positioning techniques
 DP8312.and have an estimated accuracy of +/- 3 meters.
 DP8312
 DP8312.The orthometric height was determined by differential leveling and
 DP8312.adjusted by the NATIONAL GEODETIC SURVEY
 DP8312.in February 2017.
 DP8312
 DP8312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8312.GEOID18 height accuracy estimate available here.
 DP8312
 DP8312.Click photographs - Photos may exist for this station.
 DP8312
 DP8312.The dynamic height is computed by dividing the NAVD 88
 DP8312.geopotential number by the normal gravity value computed on the
 DP8312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8312.degrees latitude (g = 980.6199 gals.).
 DP8312
 DP8312.The modeled gravity was interpolated from observed gravity values.
 DP8312
 DP8312;                    North         East    Units  Estimated Accuracy
 DP8312;SPC WI C     -   214,626.4     761,402.3     MT  (+/- 3 meters HH1 GPS) 
 DP8312
 DP8312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2798966260(NAD 83)
 DP8312
 DP8312                          SUPERSEDED SURVEY CONTROL
 DP8312
 DP8312.No superseded survey control is available for this station.
 DP8312
 DP8312_MARKER: DD = SURVEY DISK
 DP8312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8312_STAMPING: 7L17 2012
 DP8312_MARK LOGO: WIDT
 DP8312_PROJECTION: FLUSH
 DP8312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8312+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 DP8312
 DP8312  HISTORY     - Date     Condition        Report By
 DP8312  HISTORY     - 2012     MONUMENTED       WIDT
 DP8312  HISTORY     - 20141007 GOOD             WIDT
 DP8312
 DP8312                          STATION DESCRIPTION
 DP8312
 DP8312'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8312'HE STATION IS APPROXIMATELY 8.3 MI (13.4 KM) NORTH-NORTHWEST OF
 DP8312'PEMBINE, 3.8 MI (6.1 KM) SOUTHEAST OF NIAGARA AND 2.9 MI (4.7 KM)
 DP8312'SOUTH-SOUTHWEST OF NORWAY.
 DP8312'
 DP8312'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 EAST WITH US
 DP8312'HIGHWAY 141 ABOUT 2 MI (3.2 KM) SOUTHEAST OF THE CITY OF NIAGARA, GO
 DP8312'EAST ON US HIGHWAY 8 FOR 1.3 MI (2.1 KM) TO A LEFT CURVE IN THE
 DP8312'HIGHWAY AND CHAPMAN ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 DP8312'CHAPMAN ROAD FOR 0.25 MI (0.4 KM) TO PANIS ROAD ON THE RIGHT.  TURN
 DP8312'RIGHT AND GO SOUTH ON PANIS ROAD FOR 0.05 MI (0.1 KM) TO A SMALL POND
 DP8312'ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8312'
 DP8312'THE STATION IS 4.8 M (15.7 FT) WEST OF THE CENTERLINE OF PANIS ROAD,
 DP8312'125 M (410.1 FT) SOUTH OF CHAPMAN ROAD, 41.6 M (136.5 FT) NORTH OF A
 DP8312'POWER POLE -89 21951-, 40.7 M (133.5 FT) NORTH OF A UTILITY JUNCTION
 DP8312'BOX AND LOCATED BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8312'
 DP8312'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8312'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8312'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8312'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8312'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8319 ***********************************************************************
 DP8319  DESIGNATION -  7L18
 DP8319  PID         -  DP8319
 DP8319  STATE/COUNTY-  WI/MARINETTE
 DP8319  COUNTRY     -  US
 DP8319  USGS QUAD   -  NORWAY (2017)
 DP8319
 DP8319                         *CURRENT SURVEY CONTROL
 DP8319  ______________________________________________________________________
 DP8319* NAD 83(1986) POSITION- 45 45 23.3    (N) 087 55 19.0    (W)   HD_HELD2
 DP8319* NAVD 88 ORTHO HEIGHT -   260.298 (meters)      853.99  (feet) ADJUSTED
 DP8319  ______________________________________________________________________
 DP8319  GEOID HEIGHT    -        -34.674 (meters)                     GEOID18
 DP8319  DYNAMIC HEIGHT  -        260.296 (meters)      853.99  (feet) COMP
 DP8319  MODELED GRAVITY -    980,600.3   (mgal)                       NAVD 88
 DP8319
 DP8319  VERT ORDER      -  SECOND    CLASS I
 DP8319
 DP8319.The horizontal coordinates were established by autonomous hand held GPS
 DP8319.observations and have an estimated accuracy of +/- 10 meters.
 DP8319
 DP8319.The orthometric height was determined by differential leveling and
 DP8319.adjusted by the NATIONAL GEODETIC SURVEY
 DP8319.in February 2017.
 DP8319
 DP8319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8319.GEOID18 height accuracy estimate available here.
 DP8319
 DP8319.Click photographs - Photos may exist for this station.
 DP8319
 DP8319.The dynamic height is computed by dividing the NAVD 88
 DP8319.geopotential number by the normal gravity value computed on the
 DP8319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8319.degrees latitude (g = 980.6199 gals.).
 DP8319
 DP8319.The modeled gravity was interpolated from observed gravity values.
 DP8319
 DP8319;                    North         East    Units  Estimated Accuracy
 DP8319;SPC WI C     -   215,780.      761,670.      MT  (+/- 10 meters HH2 GPS)
 DP8319
 DP8319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2829967403(NAD 83)
 DP8319
 DP8319                          SUPERSEDED SURVEY CONTROL
 DP8319
 DP8319.No superseded survey control is available for this station.
 DP8319
 DP8319_MARKER: DD = SURVEY DISK
 DP8319_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8319_SP_SET: BRIDGE ABUTMENT
 DP8319_STAMPING: 7L18 2012
 DP8319_MARK LOGO: WIDT
 DP8319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8319+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 DP8319
 DP8319  HISTORY     - Date     Condition        Report By
 DP8319  HISTORY     - 2012     MONUMENTED       WIDT
 DP8319  HISTORY     - 20141007 GOOD             WIDT
 DP8319
 DP8319                          STATION DESCRIPTION
 DP8319
 DP8319'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8319'HE STATION IS APPROXIMATELY 9.0 MI (14.5 KM) NORTH-NORTHEAST OF
 DP8319'PEMBINE, 3.7 MI (6.0 KM) EAST-SOUTHEAST OF NIAGARA AND 2.3 MI (3.7 KM)
 DP8319'SOUTH-SOUTHWEST OF NORWAY.
 DP8319'
 DP8319'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 EAST WITH US
 DP8319'HIGHWAY 141 ABOUT 2 MI (3.2 KM) SOUTHEAST OF THE CITY OF NIAGARA, GO
 DP8319'EAST ON US HIGHWAY 8 FOR 1.3 MI (2.1 KM) TO A LEFT CURVE IN THE
 DP8319'HIGHWAY AND CHAPMAN ROAD ON THE RIGHT.  CURVE LEFT AND CONTINUE NORTH
 DP8319'ON US HIGHWAY 8 FOR 0.8 MI (1.3 KM) TO A BRIDGE OVER THE MENOMINEE
 DP8319'RIVER (MICHIGAN-WISCONSIN STATE LINE BOUNDARY) AND THE STATION ON THE
 DP8319'LEFT.
 DP8319'
 DP8319'THE STATION IS 5.3 M (17.4 FT) WEST OF THE CENTERLINE OF US HIGHWAY 8,
 DP8319'6.4 M (21.0 FT) NORTHEAST OF THE EAST LEG OF A -WELCOME TO WISCONSIN-
 DP8319'SIGN AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DP8319'
 DP8319'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST AND TO THE WEST
 DP8319'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8319'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8319'DISK SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH ABUTMENT OF THE
 DP8319'BRIDGE -B02 OF 22051 S2000(1)- OVER THE MENOMINEE RIVER, ABOUT LEVEL
 DP8319'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5166 ***********************************************************************
 DN5166  DESIGNATION -  7N01
 DN5166  PID         -  DN5166
 DN5166  STATE/COUNTY-  WI/POLK
 DN5166  COUNTRY     -  US
 DN5166  USGS QUAD   -  CUSHING (2019)
 DN5166
 DN5166                         *CURRENT SURVEY CONTROL
 DN5166  ______________________________________________________________________
 DN5166* NAD 83(1986) POSITION- 45 30 55.55   (N) 092 39 06.00   (W)   HD_HELD1
 DN5166* NAVD 88 ORTHO HEIGHT -   323.290 (meters)     1060.66  (feet) ADJUSTED
 DN5166  ______________________________________________________________________
 DN5166  GEOID HEIGHT    -        -27.446 (meters)                     GEOID18
 DN5166  DYNAMIC HEIGHT  -        323.294 (meters)     1060.67  (feet) COMP
 DN5166  MODELED GRAVITY -    980,618.2   (mgal)                       NAVD 88
 DN5166
 DN5166  VERT ORDER      -  SECOND    CLASS I
 DN5166
 DN5166.The horizontal coordinates were determined by differentially corrected
 DN5166.hand held GPS observations or other comparable positioning techniques
 DN5166.and have an estimated accuracy of +/- 3 meters.
 DN5166
 DN5166.The orthometric height was determined by differential leveling and
 DN5166.adjusted by the WI DEPT OF TRANSP
 DN5166.in May 2012.
 DN5166
 DN5166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5166.GEOID18 height accuracy estimate available here.
 DN5166
 DN5166.Click photographs - Photos may exist for this station.
 DN5166
 DN5166.The dynamic height is computed by dividing the NAVD 88
 DN5166.geopotential number by the normal gravity value computed on the
 DN5166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5166.degrees latitude (g = 980.6199 gals.).
 DN5166
 DN5166.The modeled gravity was interpolated from observed gravity values.
 DN5166
 DN5166;                    North         East    Units  Estimated Accuracy
 DN5166;SPC WI C     -   190,303.1     392,843.7     MT  (+/- 3 meters HH1 GPS) 
 DN5166
 DN5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2720640269(NAD 83)
 DN5166
 DN5166                          SUPERSEDED SURVEY CONTROL
 DN5166
 DN5166.No superseded survey control is available for this station.
 DN5166
 DN5166_MARKER: DD = SURVEY DISK
 DN5166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5166_STAMPING: 7N01 2006
 DN5166_MARK LOGO: WIDT
 DN5166_PROJECTION: FLUSH
 DN5166_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5166+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2009
 DN5166
 DN5166  HISTORY     - Date     Condition        Report By
 DN5166  HISTORY     - 2005     MONUMENTED       WIDT
 DN5166  HISTORY     - 20090504 GOOD             WIDT
 DN5166
 DN5166                          STATION DESCRIPTION
 DN5166
 DN5166'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5166'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY
 DN5166'HIGHWAY G EAST APPROXIMATELY 2 MI (3.2 KM) SOUTH OF THE COMMUNITY OF
 DN5166'CUSHING, GO SOUTH ON STATE HIGHWAY 87 FOR 1.5 MI (2.4 KM) TO 215TH
 DN5166'AVENUE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 87 FOR 0.3 MI (0.5 KM)
 DN5166'TO THE STATION ON THE LEFT.
 DN5166'
 DN5166'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5166'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5166'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5166'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5166'THE STATION IS 13.8 M (45.3 FT) EAST OF THE CENTERLINE OF STATE
 DN5166'HIGHWAY 87 0.15 MI (0.2 KM) NORTH OF 210 AVENUE, 96.0 M (315.0 FT)
 DN5166'NORTH OF A -NO PASSING ZONE- SIGN POST, 48.5 M (159.1 FT)
 DN5166'EAST-SOUTHEAST OF POWER POLE -131-209-, 22.6 M (74.1 FT) EAST OF THE
 DN5166'EAST -EUREKA CENTER UNINCORPORATED- SIGN POST, 11.1 M (36.4 FT) WEST
 DN5166'OF A WIRE FENCE AND 0.9 M (3.0 FT) EAST, 1.0 M (3.3 FT) SOUTHWEST AND
 DN5166'1.0 M (3.3 FT) NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DN5166'
 DN5166'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5166'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5167 ***********************************************************************
 DN5167  DESIGNATION -  7N02
 DN5167  PID         -  DN5167
 DN5167  STATE/COUNTY-  WI/POLK
 DN5167  COUNTRY     -  US
 DN5167  USGS QUAD   -  CUSHING (2019)
 DN5167
 DN5167                         *CURRENT SURVEY CONTROL
 DN5167  ______________________________________________________________________
 DN5167* NAD 83(1986) POSITION- 45 32 02.65   (N) 092 39 03.66   (W)   HD_HELD1
 DN5167* NAVD 88 ORTHO HEIGHT -   299.208 (meters)      981.65  (feet) ADJUSTED
 DN5167  ______________________________________________________________________
 DN5167  GEOID HEIGHT    -        -27.411 (meters)                     GEOID18
 DN5167  DYNAMIC HEIGHT  -        299.213 (meters)      981.67  (feet) COMP
 DN5167  MODELED GRAVITY -    980,622.3   (mgal)                       NAVD 88
 DN5167
 DN5167  VERT ORDER      -  SECOND    CLASS I
 DN5167
 DN5167.The horizontal coordinates were determined by differentially corrected
 DN5167.hand held GPS observations or other comparable positioning techniques
 DN5167.and have an estimated accuracy of +/- 3 meters.
 DN5167
 DN5167.The orthometric height was determined by differential leveling and
 DN5167.adjusted by the WI DEPT OF TRANSP
 DN5167.in May 2012.
 DN5167
 DN5167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5167.GEOID18 height accuracy estimate available here.
 DN5167
 DN5167.Click photographs - Photos may exist for this station.
 DN5167
 DN5167.The dynamic height is computed by dividing the NAVD 88
 DN5167.geopotential number by the normal gravity value computed on the
 DN5167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5167.degrees latitude (g = 980.6199 gals.).
 DN5167
 DN5167.The modeled gravity was interpolated from observed gravity values.
 DN5167
 DN5167;                    North         East    Units  Estimated Accuracy
 DN5167;SPC WI C     -   192,371.9     392,962.1     MT  (+/- 3 meters HH1 GPS) 
 DN5167
 DN5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2724842340(NAD 83)
 DN5167
 DN5167                          SUPERSEDED SURVEY CONTROL
 DN5167
 DN5167.No superseded survey control is available for this station.
 DN5167
 DN5167_MARKER: DD = SURVEY DISK
 DN5167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5167_STAMPING: 7N02 2006
 DN5167_MARK LOGO: WIDT
 DN5167_PROJECTION: FLUSH
 DN5167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5167+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2009
 DN5167
 DN5167  HISTORY     - Date     Condition        Report By
 DN5167  HISTORY     - 2005     MONUMENTED       WIDT
 DN5167  HISTORY     - 20090504 GOOD             WIDT
 DN5167
 DN5167                          STATION DESCRIPTION
 DN5167
 DN5167'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5167'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY
 DN5167'HIGHWAY G EAST APPROXIMATELY 2 MI (3.2 KM) SOUTH OF THE COMMUNITY OF
 DN5167'CUSHING, GO SOUTH ON STATE HIGHWAY 87 FOR 0.5 MI (0.8 KM) TO 225TH
 DN5167'AVENUE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 87 FOR 70 M (229.7 FT)
 DN5167'TO THE STATION ON THE LEFT.
 DN5167'
 DN5167'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5167'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5167'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5167'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5167'THE STATION IS 15.9 M (52.2 FT) EAST OF THE CENTERLINE OF STATE
 DN5167'HIGHWAY 87 APPROXIMATELY 90.0 M (295.3 FT) NORTH OF THE NORTH END OF A
 DN5167'METAL GUARD RAIL, 71.8 M (235.6 FT) SOUTH OF THE EXTENDED CENTERLINE
 DN5167'OF 225TH AVENUE, 55.0 M (180.4 FT) EAST-SOUTHEAST OF POWER POLE
 DN5167'-131-236-, 34.4 M (112.9 FT) NORTH-NORTHWEST OF THE TOP CENTER OF
 DN5167'TELEPHONE PEDESTAL -2179-, 11.9 M (39.0 FT) WEST OF A METAL FENCE AND
 DN5167'0.9 M (3.0 FT) EAST, 1.0 M (3.3 FT) SOUTHWEST AND 1.0 M (3.3 FT)
 DN5167'NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DN5167'
 DN5167'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5167'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5168 ***********************************************************************
 DN5168  DESIGNATION -  7N03
 DN5168  PID         -  DN5168
 DN5168  STATE/COUNTY-  WI/POLK
 DN5168  COUNTRY     -  US
 DN5168  USGS QUAD   -  CUSHING (2019)
 DN5168
 DN5168                         *CURRENT SURVEY CONTROL
 DN5168  ______________________________________________________________________
 DN5168* NAD 83(1986) POSITION- 45 33 22.4    (N) 092 41 38.2    (W)   HD_HELD2
 DN5168* NAVD 88 ORTHO HEIGHT -   302.973 (meters)      994.00  (feet) ADJUSTED
 DN5168  ______________________________________________________________________
 DN5168  GEOID HEIGHT    -        -27.367 (meters)                     GEOID18
 DN5168  DYNAMIC HEIGHT  -        302.982 (meters)      994.03  (feet) COMP
 DN5168  MODELED GRAVITY -    980,634.2   (mgal)                       NAVD 88
 DN5168
 DN5168  VERT ORDER      -  SECOND    CLASS I
 DN5168
 DN5168.The horizontal coordinates were established by autonomous hand held GPS
 DN5168.observations and have an estimated accuracy of +/- 10 meters.
 DN5168
 DN5168.The orthometric height was determined by differential leveling and
 DN5168.adjusted by the WI DEPT OF TRANSP
 DN5168.in May 2012.
 DN5168
 DN5168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5168.GEOID18 height accuracy estimate available here.
 DN5168
 DN5168.Click photographs - Photos may exist for this station.
 DN5168
 DN5168.The dynamic height is computed by dividing the NAVD 88
 DN5168.geopotential number by the normal gravity value computed on the
 DN5168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5168.degrees latitude (g = 980.6199 gals.).
 DN5168
 DN5168.The modeled gravity was interpolated from observed gravity values.
 DN5168
 DN5168;                    North         East    Units  Estimated Accuracy
 DN5168;SPC WI C     -   194,943.      389,692.      MT  (+/- 10 meters HH2 GPS)
 DN5168
 DN5168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2388744788(NAD 83)
 DN5168
 DN5168                          SUPERSEDED SURVEY CONTROL
 DN5168
 DN5168.No superseded survey control is available for this station.
 DN5168
 DN5168_MARKER: DD = SURVEY DISK
 DN5168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5168_STAMPING: 7N03 2006
 DN5168_MARK LOGO: WIDT
 DN5168_PROJECTION: FLUSH
 DN5168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5168+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2009
 DN5168
 DN5168  HISTORY     - Date     Condition        Report By
 DN5168  HISTORY     - 2005     MONUMENTED       WIDT
 DN5168  HISTORY     - 20090506 GOOD             WIDT
 DN5168
 DN5168                          STATION DESCRIPTION
 DN5168
 DN5168'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5168'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY
 DN5168'HIGHWAY G WEST APPROXIMATELY 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF
 DN5168'CUSHING, GO WEST ON COUNTY HIGHWAY G FOR 2.0 MI (3.2 KM) TO 260TH
 DN5168'STREET.  CONTINUE WEST ON COUNTY HIGHWAY G FOR 0.09 MI (0.1 KM) TO THE
 DN5168'STATION ON THE RIGHT.
 DN5168'
 DN5168'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5168'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5168'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5168'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5168'
 DN5168'THE STATION IS 10.3 M (33.8 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5168'HIGHWAY G 0.1 MI (0.2 KM) EAST OF PRIVATE ENTRANCE -2620-EW3-,
 DN5168'APPROXIMATELY 137 M (449.5 FT) WEST OF 260TH STREET, APPROXIMATELY 133
 DN5168'M (436.4 FT) WEST OF A TELEPHONE PEDESTAL, 49.7 M (163.1 FT) NORTHEAST
 DN5168'OF A POWER POLE, 1.0 M (3.3 FT) SOUTH OF A CULTIVATED FIELD AND 1.0 M
 DN5168'(3.3 FT) EAST AND 1.0 M (3.3 FT) WEST OF TWO WHITE PLASTIC WITNESS
 DN5168'POSTS.
 DN5168'
 DN5168'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5168'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5169 ***********************************************************************
 DN5169  DESIGNATION -  7N04
 DN5169  PID         -  DN5169
 DN5169  STATE/COUNTY-  WI/POLK
 DN5169  COUNTRY     -  US
 DN5169  USGS QUAD   -  CUSHING (2019)
 DN5169
 DN5169                         *CURRENT SURVEY CONTROL
 DN5169  ______________________________________________________________________
 DN5169* NAD 83(1986) POSITION- 45 34 43.6    (N) 092 41 35.6    (W)   HD_HELD2
 DN5169* NAVD 88 ORTHO HEIGHT -   270.623 (meters)      887.87  (feet) ADJUSTED
 DN5169  ______________________________________________________________________
 DN5169  GEOID HEIGHT    -        -27.328 (meters)                     GEOID18
 DN5169  DYNAMIC HEIGHT  -        270.631 (meters)      887.90  (feet) COMP
 DN5169  MODELED GRAVITY -    980,636.9   (mgal)                       NAVD 88
 DN5169
 DN5169  VERT ORDER      -  SECOND    CLASS I
 DN5169
 DN5169.The horizontal coordinates were established by autonomous hand held GPS
 DN5169.observations and have an estimated accuracy of +/- 10 meters.
 DN5169
 DN5169.The orthometric height was determined by differential leveling and
 DN5169.adjusted by the WI DEPT OF TRANSP
 DN5169.in May 2012.
 DN5169
 DN5169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5169.GEOID18 height accuracy estimate available here.
 DN5169
 DN5169.Click photographs - Photos may exist for this station.
 DN5169
 DN5169.The dynamic height is computed by dividing the NAVD 88
 DN5169.geopotential number by the normal gravity value computed on the
 DN5169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5169.degrees latitude (g = 980.6199 gals.).
 DN5169
 DN5169.The modeled gravity was interpolated from observed gravity values.
 DN5169
 DN5169;                    North         East    Units  Estimated Accuracy
 DN5169;SPC WI C     -   197,447.      389,832.      MT  (+/- 10 meters HH2 GPS)
 DN5169
 DN5169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2393447294(NAD 83)
 DN5169
 DN5169                          SUPERSEDED SURVEY CONTROL
 DN5169
 DN5169.No superseded survey control is available for this station.
 DN5169
 DN5169_MARKER: DD = SURVEY DISK
 DN5169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5169_STAMPING: 7N04 2006
 DN5169_MARK LOGO: WIDT
 DN5169_PROJECTION: FLUSH
 DN5169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5169+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2009
 DN5169
 DN5169  HISTORY     - Date     Condition        Report By
 DN5169  HISTORY     - 2005     MONUMENTED       WIDT
 DN5169  HISTORY     - 20090506 GOOD             WIDT
 DN5169
 DN5169                          STATION DESCRIPTION
 DN5169
 DN5169'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5169'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY
 DN5169'HIGHWAY NORTH ON THE WEST SIDE OF THE COMMUNITY OF CUSHING, GO
 DN5169'NORTHWEST AND WEST ON STATE HIGHWAY 87 FOR 0.7 MI (1.1 KM) TO STATE
 DN5169'HIGHWAY 87 CURVING RIGHT AND 250TH AVENUE LEFT.  TURN LEFT AND GO WEST
 DN5169'ON 250TH AVENUE FOR 1.1 MI (1.8 KM) TO 260TH STREET.  TURN RIGHT AND
 DN5169'GO NORTH ON 260TH STREET FOR 0.55 MI (0.9 KM) TO THE STATION ON THE
 DN5169'LEFT.
 DN5169'
 DN5169'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5169'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5169'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5169'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5169'
 DN5169'THE STATION IS 8.7 M (28.5 FT) WEST OF THE CENTERLINE OF 260TH STREET,
 DN5169'45.8 M (150.3 FT) NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE -2555-,
 DN5169'38.2 M (125.3 FT) NORTH OF POWER POLE -121-126-, 19.6 M (64.3 FT)
 DN5169'SOUTH OF THE TOP CENTER OF A TELEPHONE PEDESTAL, 0.7 M (2.3 FT) EAST
 DN5169'OF A METAL FENCE AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST AND
 DN5169'1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DN5169'
 DN5169'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5169'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE EAST QUADRANTS
 DN5169'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5170 ***********************************************************************
 DN5170  DESIGNATION -  7N05
 DN5170  PID         -  DN5170
 DN5170  STATE/COUNTY-  WI/POLK
 DN5170  COUNTRY     -  US
 DN5170  USGS QUAD   -  CUSHING (2019)
 DN5170
 DN5170                         *CURRENT SURVEY CONTROL
 DN5170  ______________________________________________________________________
 DN5170* NAD 83(1986) POSITION- 45 35 32.9    (N) 092 42 33.0    (W)   HD_HELD2
 DN5170* NAVD 88 ORTHO HEIGHT -   266.413 (meters)      874.06  (feet) ADJUSTED
 DN5170  ______________________________________________________________________
 DN5170  GEOID HEIGHT    -        -27.313 (meters)                     GEOID18
 DN5170  DYNAMIC HEIGHT  -        266.421 (meters)      874.08  (feet) COMP
 DN5170  MODELED GRAVITY -    980,640.1   (mgal)                       NAVD 88
 DN5170
 DN5170  VERT ORDER      -  SECOND    CLASS I
 DN5170
 DN5170.The horizontal coordinates were established by autonomous hand held GPS
 DN5170.observations and have an estimated accuracy of +/- 10 meters.
 DN5170
 DN5170.The orthometric height was determined by differential leveling and
 DN5170.adjusted by the WI DEPT OF TRANSP
 DN5170.in May 2012.
 DN5170
 DN5170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5170.GEOID18 height accuracy estimate available here.
 DN5170
 DN5170.Click photographs - Photos may exist for this station.
 DN5170
 DN5170.The dynamic height is computed by dividing the NAVD 88
 DN5170.geopotential number by the normal gravity value computed on the
 DN5170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5170.degrees latitude (g = 980.6199 gals.).
 DN5170
 DN5170.The modeled gravity was interpolated from observed gravity values.
 DN5170
 DN5170;                    North         East    Units  Estimated Accuracy
 DN5170;SPC WI C     -   199,009.      388,639.      MT  (+/- 10 meters HH2 GPS)
 DN5170
 DN5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2268448811(NAD 83)
 DN5170
 DN5170                          SUPERSEDED SURVEY CONTROL
 DN5170
 DN5170.No superseded survey control is available for this station.
 DN5170
 DN5170_MARKER: DD = SURVEY DISK
 DN5170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5170_STAMPING: 7N05 2006
 DN5170_MARK LOGO: WIDT
 DN5170_PROJECTION: FLUSH
 DN5170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5170+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2009
 DN5170
 DN5170  HISTORY     - Date     Condition        Report By
 DN5170  HISTORY     - 2005     MONUMENTED       WIDT
 DN5170  HISTORY     - 20090507 GOOD             WIDT
 DN5170
 DN5170                          STATION DESCRIPTION
 DN5170
 DN5170'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5170'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY
 DN5170'HIGHWAY NORTH ON THE WEST SIDE OF THE COMMUNITY OF CUSHING, GO WEST
 DN5170'AND NORTH ON STATE HIGHWAY 87 FOR 1.9 MI (3.1 KM) TO EVERGREEN AVENUE
 DN5170'LEFT.  TURN LEFT AND GO WEST ON EVERGREEN AVENUE FOR 1.8 MI (2.9 KM)
 DN5170'TO RIVER ROAD.  CONTINUE WEST ON EVERGREEN AVENUE FOR 0.15 MI (0.2 KM)
 DN5170'TO THE STATION ON THE RIGHT.
 DN5170'
 DN5170'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5170'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5170'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5170'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5170'
 DN5170'THE STATION IS 10.2 M (33.5 FT) NORTH OF THE CENTERLINE ON EVERGREEN
 DN5170'AVENUE, 40.5 M (132.9 FT) WEST OF TWO TELEPHONE PEDESTALS -L3 07-,
 DN5170'34.3 M (112.5 FT) EAST OF THE CENTERLINE OF PRIVATE ENTRANCE -2679-
 DN5170'(REDPINE TAXIDERMY), 32.0 M (105.0 FT) NORTHEAST OF A POWER POLE WITH
 DN5170'ONE GUY WIRE AND CABLE CROSSING OVER THE ROAD, 0.4 M (1.3 FT) SOUTH OF
 DN5170'A WIRE FENCE AND 1.0 M (3.3 FT) EAST AND 1.0 M (3.3 FT) WEST OF TWO
 DN5170'WHITE PLASTIC WITNESS POSTS.
 DN5170'
 DN5170'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5170'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5172 ***********************************************************************
 DN5172  DESIGNATION -  7N06
 DN5172  PID         -  DN5172
 DN5172  STATE/COUNTY-  WI/POLK
 DN5172  COUNTRY     -  US
 DN5172  USGS QUAD   -  SUNRISE (2019)
 DN5172
 DN5172                         *CURRENT SURVEY CONTROL
 DN5172  ______________________________________________________________________
 DN5172* NAD 83(1986) POSITION- 45 36 01.3    (N) 092 49 11.6    (W)   HD_HELD2
 DN5172* NAVD 88 ORTHO HEIGHT -   268.320 (meters)      880.31  (feet) ADJUSTED
 DN5172  ______________________________________________________________________
 DN5172  GEOID HEIGHT    -        -27.469 (meters)                     GEOID18
 DN5172  DYNAMIC HEIGHT  -        268.326 (meters)      880.33  (feet) COMP
 DN5172  MODELED GRAVITY -    980,632.8   (mgal)                       NAVD 88
 DN5172
 DN5172  VERT ORDER      -  SECOND    CLASS I
 DN5172
 DN5172.The horizontal coordinates were established by autonomous hand held GPS
 DN5172.observations and have an estimated accuracy of +/- 10 meters.
 DN5172
 DN5172.The orthometric height was determined by differential leveling and
 DN5172.adjusted by the WI DEPT OF TRANSP
 DN5172.in May 2012.
 DN5172
 DN5172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5172.GEOID18 height accuracy estimate available here.
 DN5172
 DN5172.Click photographs - Photos may exist for this station.
 DN5172
 DN5172.The dynamic height is computed by dividing the NAVD 88
 DN5172.geopotential number by the normal gravity value computed on the
 DN5172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5172.degrees latitude (g = 980.6199 gals.).
 DN5172
 DN5172.The modeled gravity was interpolated from observed gravity values.
 DN5172
 DN5172;                    North         East    Units  Estimated Accuracy
 DN5172;SPC WI C     -   200,180.      380,035.      MT  (+/- 10 meters HH2 GPS)
 DN5172
 DN5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1404649662(NAD 83)
 DN5172
 DN5172                          SUPERSEDED SURVEY CONTROL
 DN5172
 DN5172.No superseded survey control is available for this station.
 DN5172
 DN5172_MARKER: DD = SURVEY DISK
 DN5172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5172_STAMPING: 7N06 2006
 DN5172_MARK LOGO: WIDT
 DN5172_PROJECTION: FLUSH
 DN5172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5172+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2009
 DN5172
 DN5172  HISTORY     - Date     Condition        Report By
 DN5172  HISTORY     - 2005     MONUMENTED       WIDT
 DN5172  HISTORY     - 20090511 GOOD             WIDT
 DN5172
 DN5172                          STATION DESCRIPTION
 DN5172
 DN5172'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5172'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY
 DN5172'HIGHWAY NORTH ON THE WEST SIDE OF THE COMMUNITY OF CUSHING, GO WEST
 DN5172'AND NORTH ON STATE HIGHWAY 87 FOR 1.9 MI (3.1 KM) TO EVERGREEN AVENUE
 DN5172'LEFT.  TURN LEFT AND GO WEST ON EVERGREEN AVENUE FOR 7.6 MI (12.2 KM)
 DN5172'TO 320TH STREET.  CONTINUE WEST ON EVERGREEN AVENUE FOR 0.2 MI (0.3
 DN5172'KM) TO THE STATION ON THE RIGHT.
 DN5172'
 DN5172'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5172'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5172'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5172'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5172'
 DN5172'THE STATION IS 8.5 M (27.9 FT) NORTH OF THE CENTERLINE OF EVERGREEN
 DN5172'AVENUE, 28.3 M (92.8 FT) NORTHEAST OF THE TOP CENTER OF TELEPHONE
 DN5172'PEDESTAL -L4 01-, 18.2 M (59.7 FT) NORTH OF A POWER POLE AND 1.0 M
 DN5172'(3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT) SOUTHWEST
 DN5172'OF THREE WHITE PLASTIC WITNESS POSTS.
 DN5172'
 DN5172'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH AND
 DN5172'SOUTH QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5173 ***********************************************************************
 DN5173  DESIGNATION -  7N07
 DN5173  PID         -  DN5173
 DN5173  STATE/COUNTY-  WI/POLK
 DN5173  COUNTRY     -  US
 DN5173  USGS QUAD   -  SUNRISE (2019)
 DN5173
 DN5173                         *CURRENT SURVEY CONTROL
 DN5173  ______________________________________________________________________
 DN5173* NAD 83(2011) POSITION- 45 36 01.55785(N) 092 51 37.96699(W)   ADJUSTED
 DN5173* NAD 83(2011) ELLIP HT-   235.973 (meters)        (04/15/13)   ADJUSTED
 DN5173* NAD 83(2011) EPOCH   -  2010.00
 DN5173* NAVD 88 ORTHO HEIGHT -   263.553 (meters)      864.67  (feet) ADJUSTED
 DN5173  ______________________________________________________________________
 DN5173  GEOID HEIGHT    -        -27.585 (meters)                     GEOID18
 DN5173  NAD 83(2011) X  -   -223,092.472 (meters)                     COMP
 DN5173  NAD 83(2011) Y  - -4,464,753.673 (meters)                     COMP
 DN5173  NAD 83(2011) Z  -  4,534,454.615 (meters)                     COMP
 DN5173  LAPLACE CORR    -          8.77  (seconds)                    DEFLEC18
 DN5173  DYNAMIC HEIGHT  -        263.558 (meters)      864.69  (feet) COMP
 DN5173  MODELED GRAVITY -    980,625.0   (mgal)                       NAVD 88
 DN5173
 DN5173  VERT ORDER      -  SECOND    CLASS I
 DN5173
 DN5173  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5173  Standards:
 DN5173         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5173            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5173  -------------------------------------------------------------------
 DN5173  NETWORK    1.38   2.57           0.61   0.51   1.31      0.02765206
 DN5173  -------------------------------------------------------------------
 DN5173  Click here for local accuracies and other accuracy information.
 DN5173
 DN5173.The horizontal coordinates were established by GPS observations
 DN5173.and adjusted by the National Geodetic Survey in April 2013.
 DN5173
 DN5173.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5173.been affixed to the stable North American tectonic plate. See 
 DN5173.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5173
 DN5173.The horizontal coordinates are valid at the epoch date displayed above
 DN5173.which is a decimal equivalence of Year/Month/Day.
 DN5173
 DN5173.The orthometric height was determined by differential leveling and
 DN5173.adjusted by the WI DEPT OF TRANSP
 DN5173.in May 2012.
 DN5173
 DN5173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5173.GEOID18 height accuracy estimate available here.
 DN5173
 DN5173.Click photographs - Photos may exist for this station.
 DN5173
 DN5173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5173
 DN5173.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5173
 DN5173.The ellipsoidal height was determined by GPS observations
 DN5173.and is referenced to NAD 83.
 DN5173
 DN5173.The dynamic height is computed by dividing the NAVD 88
 DN5173.geopotential number by the normal gravity value computed on the
 DN5173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5173.degrees latitude (g = 980.6199 gals.).
 DN5173
 DN5173.The modeled gravity was interpolated from observed gravity values.
 DN5173
 DN5173. The following values were computed from the NAD 83(2011) position.
 DN5173
 DN5173;                    North         East     Units Scale Factor Converg.
 DN5173;SPC WI C     -   200,298.526   376,864.604   MT  1.00002068   -2 01 06.0
 DN5173;SPC WI C     -   657,146.08  1,236,429.95   sFT  1.00002068   -2 01 06.0
 DN5173;UTM  15      - 5,049,663.844   510,875.678   MT  0.99960145   +0 05 58.7
 DN5173
 DN5173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5173!SPC WI C     -   0.99996301  x   1.00002068  =   0.99998369
 DN5173!UTM  15      -   0.99996301  x   0.99960145  =   0.99956447
 DN5173
 DN5173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1087549663(NAD 83)
 DN5173
 DN5173                          SUPERSEDED SURVEY CONTROL
 DN5173
 DN5173  NAD 83(2007)-  45 36 01.55772(N)    092 51 37.96774(W) AD(2002.00) 1
 DN5173  ELLIP H (04/06/12)  236.003  (m)                       GP(2002.00) 1 1
 DN5173  NAVD 88             263.55   (m)          864.7    (f) LEVELING    3  
 DN5173
 DN5173.Superseded values are not recommended for survey control.
 DN5173
 DN5173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5173.See file dsdata.pdf to determine how the superseded data were derived.
 DN5173
 DN5173_MARKER: DD = SURVEY DISK
 DN5173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5173_STAMPING: 7N07 2006
 DN5173_MARK LOGO: WIDT
 DN5173_PROJECTION: FLUSH
 DN5173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5173+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2010
 DN5173
 DN5173  HISTORY     - Date     Condition        Report By
 DN5173  HISTORY     - 2005     MONUMENTED       WIDT
 DN5173  HISTORY     - 20100819 GOOD             WIDT
 DN5173
 DN5173                          STATION DESCRIPTION
 DN5173
 DN5173'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5173'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY
 DN5173'HIGHWAY NORTH ON THE WEST SIDE OF THE COMMUNITY OF CUSHING, GO WEST
 DN5173'AND NORTH ON STATE HIGHWAY 87 FOR 1.9 MI (3.1 KM) TO EVERGREEN AVENUE
 DN5173'LEFT.  TURN LEFT AND GO WEST ON EVERGREEN AVENUE FOR 9.6 MI (15.4 KM)
 DN5173'TO 340TH STREET RIGHT.  CONTINUE WEST ON EVERGREEN AVENUE FOR 0.14 MI
 DN5173'(0.2 KM) TO THE STATION ON THE LEFT.
 DN5173'
 DN5173'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5173'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5173'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5173'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5173'
 DN5173'THE STATION IS 7.5 M (24.6 FT) SOUTH OF THE CENTERLINE OF EVERGREEN
 DN5173'AVENUE, 59.9 M (196.5 FT) WEST OF THE EXTENDED CENTERLINE OF PRIVATE
 DN5173'ENTRANCE -3407-, 11.9 M (39.0 FT) EAST OF THE EXTENDED CENTERLINE OF
 DN5173'PRIVATE ENTRANCE -3411- AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4
 DN5173'PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN5173'
 DN5173'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5173'QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5174 ***********************************************************************
 DN5174  DESIGNATION -  7N08
 DN5174  PID         -  DN5174
 DN5174  STATE/COUNTY-  WI/POLK
 DN5174  COUNTRY     -  US
 DN5174  USGS QUAD   -  RANDALL (2019)
 DN5174
 DN5174                         *CURRENT SURVEY CONTROL
 DN5174  ______________________________________________________________________
 DN5174* NAD 83(1986) POSITION- 45 37 50.9    (N) 092 51 31.3    (W)   HD_HELD2
 DN5174* NAVD 88 ORTHO HEIGHT -   263.544 (meters)      864.64  (feet) ADJUSTED
 DN5174  ______________________________________________________________________
 DN5174  GEOID HEIGHT    -        -27.550 (meters)                     GEOID18
 DN5174  DYNAMIC HEIGHT  -        263.549 (meters)      864.66  (feet) COMP
 DN5174  MODELED GRAVITY -    980,627.2   (mgal)                       NAVD 88
 DN5174
 DN5174  VERT ORDER      -  SECOND    CLASS I
 DN5174
 DN5174.The horizontal coordinates were established by autonomous hand held GPS
 DN5174.observations and have an estimated accuracy of +/- 10 meters.
 DN5174
 DN5174.The orthometric height was determined by differential leveling and
 DN5174.adjusted by the WI DEPT OF TRANSP
 DN5174.in May 2012.
 DN5174
 DN5174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5174.GEOID18 height accuracy estimate available here.
 DN5174
 DN5174.Click photographs - Photos may exist for this station.
 DN5174
 DN5174.The dynamic height is computed by dividing the NAVD 88
 DN5174.geopotential number by the normal gravity value computed on the
 DN5174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5174.degrees latitude (g = 980.6199 gals.).
 DN5174
 DN5174.The modeled gravity was interpolated from observed gravity values.
 DN5174
 DN5174;                    North         East    Units  Estimated Accuracy
 DN5174;SPC WI C     -   203,667.      377,128.      MT  (+/- 10 meters HH2 GPS)
 DN5174
 DN5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1101453038(NAD 83)
 DN5174
 DN5174                          SUPERSEDED SURVEY CONTROL
 DN5174
 DN5174.No superseded survey control is available for this station.
 DN5174
 DN5174_MARKER: DD = SURVEY DISK
 DN5174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5174_STAMPING: 7N08 2006
 DN5174_MARK LOGO: WIDT
 DN5174_PROJECTION: FLUSH
 DN5174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5174+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2009
 DN5174
 DN5174  HISTORY     - Date     Condition        Report By
 DN5174  HISTORY     - 2005     MONUMENTED       WIDT
 DN5174  HISTORY     - 20090512 GOOD             WIDT
 DN5174
 DN5174                          STATION DESCRIPTION
 DN5174
 DN5174'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5174'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY
 DN5174'HIGHWAY NORTH ON THE WEST SIDE OF THE COMMUNITY OF CUSHING, GO WEST
 DN5174'AND NORTH ON STATE HIGHWAY 87 FOR 1.9 MI (3.1 KM) TO EVERGREEN AVENUE
 DN5174'LEFT.  TURN LEFT AND GO WEST ON EVERGREEN AVENUE FOR 9.6 MI (15.4 KM)
 DN5174'TO 340TH STREET RIGHT.  TURN RIGHT AND GO NORTH ON 340TH STREET FOR
 DN5174'2.0 MI (3.2 KM) TO 290TH AVENUE RIGHT.  CONTINUE NORTH ON 340TH STREET
 DN5174'FOR 0.07 MI (0.1 KM) TO THE STATION ON THE LEFT.
 DN5174'
 DN5174'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5174'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5174'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5174'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5174'
 DN5174'THE STATION IS 17.9 M (58.7 FT) WEST OF THE CENTERLINE OF 340TH
 DN5174'STREET, APPROXIMATELY 105 M (344.5 FT) NORTH OF THE EXTENDED
 DN5174'CENTERLINE OF 290TH AVENUE, 10.7 M (35.1 FT) NORTHWEST OF A SNOWMOBILE
 DN5174'TRAIL -STOP- SIGN POST, 6.8 M (22.3 FT) NORTH OF THE CENTERLINE OF A
 DN5174'SNOWMOBILE TRAIL AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST AND
 DN5174'1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DN5174'
 DN5174'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5174'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE EAST QUADRANTS
 DN5174'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5175 ***********************************************************************
 DN5175  DESIGNATION -  7N09
 DN5175  PID         -  DN5175
 DN5175  STATE/COUNTY-  WI/BURNETT
 DN5175  COUNTRY     -  US
 DN5175  USGS QUAD   -  RANDALL (2019)
 DN5175
 DN5175                         *CURRENT SURVEY CONTROL
 DN5175  ______________________________________________________________________
 DN5175* NAD 83(1986) POSITION- 45 39 48.9    (N) 092 50 15.6    (W)   HD_HELD2
 DN5175* NAVD 88 ORTHO HEIGHT -   272.400 (meters)      893.70  (feet) ADJUSTED
 DN5175  ______________________________________________________________________
 DN5175  GEOID HEIGHT    -        -27.449 (meters)                     GEOID18
 DN5175  DYNAMIC HEIGHT  -        272.407 (meters)      893.72  (feet) COMP
 DN5175  MODELED GRAVITY -    980,633.6   (mgal)                       NAVD 88
 DN5175
 DN5175  VERT ORDER      -  SECOND    CLASS I
 DN5175
 DN5175.The horizontal coordinates were established by autonomous hand held GPS
 DN5175.observations and have an estimated accuracy of +/- 10 meters.
 DN5175
 DN5175.The orthometric height was determined by differential leveling and
 DN5175.adjusted by the WI DEPT OF TRANSP
 DN5175.in May 2012.
 DN5175
 DN5175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5175.GEOID18 height accuracy estimate available here.
 DN5175
 DN5175.Click photographs - Photos may exist for this station.
 DN5175
 DN5175.The dynamic height is computed by dividing the NAVD 88
 DN5175.geopotential number by the normal gravity value computed on the
 DN5175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5175.degrees latitude (g = 980.6199 gals.).
 DN5175
 DN5175.The modeled gravity was interpolated from observed gravity values.
 DN5175
 DN5175;                    North         East    Units  Estimated Accuracy
 DN5175;SPC WI N     -    59,179.      378,907.      MT  (+/- 10 meters HH2 GPS)
 DN5175
 DN5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1264556683(NAD 83)
 DN5175
 DN5175                          SUPERSEDED SURVEY CONTROL
 DN5175
 DN5175.No superseded survey control is available for this station.
 DN5175
 DN5175_MARKER: DD = SURVEY DISK
 DN5175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5175_STAMPING: 7N09 2006
 DN5175_MARK LOGO: WIDT
 DN5175_PROJECTION: FLUSH
 DN5175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5175+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2009
 DN5175
 DN5175  HISTORY     - Date     Condition        Report By
 DN5175  HISTORY     - 2005     MONUMENTED       WIDT
 DN5175  HISTORY     - 20090514 GOOD             WIDT
 DN5175
 DN5175                          STATION DESCRIPTION
 DN5175
 DN5175'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5175'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY
 DN5175'HIGHWAY O APPROXIMATELY 6 MI (9.7 KM) SOUTH OF THE VILLAGE OF
 DN5175'GRANTSBURG, GO WEST ON COUNTY HIGHWAY O FOR 8.1 MI (13.0 KM) TO COUNTY
 DN5175'HIGHWAY O CURVING LEFT AND PLEASANT PRAIRIE ROAD RIGHT, CURVE LEFT AND
 DN5175'GO SOUTH ON COUNTY HIGHWAY O AND PLEASANT PRAIRIE ROAD FOR 0.2 MI (0.3
 DN5175'KM) TO COUNTY HIGHWAY O CURVING RIGHT AND PLEASANT PRAIRIE ROAD AHEAD,
 DN5175'GO SOUTH ON PLEASANT PRAIRIE ROAD FOR 1.68 MI (2.7 KM) TO THE STATION
 DN5175'ON THE LEFT.
 DN5175'
 DN5175'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5175'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5175'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5175'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE ROAD SURFACE.
 DN5175'
 DN5175'THE STATION IS 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF PLEASANT
 DN5175'PRAIRIE ROAD, 0.65 MI (1.0 KM) SOUTH OF A LOGGING ROAD EAST, 0.36 MI
 DN5175'(0.6 KM) NORTH OF OELTJEN ROAD AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT)
 DN5175'SOUTHWEST AND 1.0 M (3.3 FT) NORTHWEST OF THREE WHITE PLASTIC WITNESS
 DN5175'POSTS.
 DN5175'
 DN5175'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5175'DEGREES ABOVE THE HORIZON EXCEPT TREES TO THE NORTHWEST EXTENDING TO
 DN5175'25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5180 ***********************************************************************
 DN5180  DESIGNATION -  7N10
 DN5180  PID         -  DN5180
 DN5180  STATE/COUNTY-  WI/BURNETT
 DN5180  COUNTRY     -  US
 DN5180  USGS QUAD   -  GRANTSBURG (2019)
 DN5180
 DN5180                         *CURRENT SURVEY CONTROL
 DN5180  ______________________________________________________________________
 DN5180* NAD 83(1986) POSITION- 45 46 22.4    (N) 092 43 32.0    (W)   HD_HELD2
 DN5180* NAVD 88 ORTHO HEIGHT -   268.427 (meters)      880.66  (feet) ADJUSTED
 DN5180  ______________________________________________________________________
 DN5180  GEOID HEIGHT    -        -27.006 (meters)                     GEOID18
 DN5180  DYNAMIC HEIGHT  -        268.439 (meters)      880.70  (feet) COMP
 DN5180  MODELED GRAVITY -    980,654.9   (mgal)                       NAVD 88
 DN5180
 DN5180  VERT ORDER      -  SECOND    CLASS I
 DN5180
 DN5180.The horizontal coordinates were established by autonomous hand held GPS
 DN5180.observations and have an estimated accuracy of +/- 10 meters.
 DN5180
 DN5180.The orthometric height was determined by differential leveling and
 DN5180.adjusted by the WI DEPT OF TRANSP
 DN5180.in May 2012.
 DN5180
 DN5180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5180.GEOID18 height accuracy estimate available here.
 DN5180
 DN5180.Click photographs - Photos may exist for this station.
 DN5180
 DN5180.The dynamic height is computed by dividing the NAVD 88
 DN5180.geopotential number by the normal gravity value computed on the
 DN5180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5180.degrees latitude (g = 980.6199 gals.).
 DN5180
 DN5180.The modeled gravity was interpolated from observed gravity values.
 DN5180
 DN5180;                    North         East    Units  Estimated Accuracy
 DN5180;SPC WI N     -    71,015.      388,056.      MT  (+/- 10 meters HH2 GPS)
 DN5180
 DN5180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2133768851(NAD 83)
 DN5180
 DN5180                          SUPERSEDED SURVEY CONTROL
 DN5180
 DN5180.No superseded survey control is available for this station.
 DN5180
 DN5180_MARKER: DD = SURVEY DISK
 DN5180_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN5180_SP_SET: BOX CULVERT
 DN5180_STAMPING: 7N10 2006
 DN5180_MARK LOGO: WIDT
 DN5180_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5180+STABILITY: SURFACE MOTION
 DN5180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5180+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2009
 DN5180
 DN5180  HISTORY     - Date     Condition        Report By
 DN5180  HISTORY     - 2006     MONUMENTED       WIDT
 DN5180  HISTORY     - 20090521 GOOD             WIDT
 DN5180
 DN5180                          STATION DESCRIPTION
 DN5180
 DN5180'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5180'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN5180'HIGHWAYS 48 AND 87 SOUTH AND SOUTH PINE STREET NORTH IN THE VILLAGE OF
 DN5180'GRANTSBURG, GO WEST ON STATE HIGHWAY 70 FOR 2.0 MI (3.2 KM) TO LARSON
 DN5180'ROAD RIGHT.  CONTINUE WEST ON STATE HIGHWAY 70 FOR 0.10 MI (0.2 KM) TO
 DN5180'A BOX CULVERT AND THE STATION ON THE LEFT.
 DN5180'
 DN5180'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5180'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5180'THE SOUTHEAST CORNER OF THE BOX CULVERT NEAR THE SOUTHEAST WING WALL
 DN5180'APPROXIMATELY 6 M (19.7 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5180'
 DN5180'THE STATION IS 28.2 M (92.5 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5180'HIGHWAY 70 AND 0.9 M (3.0 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DN5180'POST.
 DN5180'
 DN5180'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5180'QUADRANTS EXTENDING TO 40 DEGREES AND MULTIPLE POWER LINES TO THE
 DN5180'SOUTH EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5358 ***********************************************************************
 DN5358  DESIGNATION -  7N11
 DN5358  PID         -  DN5358
 DN5358  STATE/COUNTY-  WI/BURNETT
 DN5358  COUNTRY     -  US
 DN5358  USGS QUAD   -  GRANTSBURG (2019)
 DN5358
 DN5358                         *CURRENT SURVEY CONTROL
 DN5358  ______________________________________________________________________
 DN5358* NAD 83(1986) POSITION- 45 48 38.2    (N) 092 40 54.2    (W)   HD_HELD2
 DN5358* NAVD 88 ORTHO HEIGHT -   281.403 (meters)      923.24  (feet) ADJUSTED
 DN5358  ______________________________________________________________________
 DN5358  GEOID HEIGHT    -        -26.864 (meters)                     GEOID18
 DN5358  DYNAMIC HEIGHT  -        281.419 (meters)      923.29  (feet) COMP
 DN5358  MODELED GRAVITY -    980,663.7   (mgal)                       NAVD 88
 DN5358
 DN5358  VERT ORDER      -  SECOND    CLASS I
 DN5358
 DN5358.The horizontal coordinates were established by autonomous hand held GPS
 DN5358.observations and have an estimated accuracy of +/- 10 meters.
 DN5358
 DN5358.The orthometric height was determined by differential leveling and
 DN5358.adjusted by the WI DEPT OF TRANSP
 DN5358.in May 2012.
 DN5358
 DN5358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5358.GEOID18 height accuracy estimate available here.
 DN5358
 DN5358.Click photographs - Photos may exist for this station.
 DN5358
 DN5358.The dynamic height is computed by dividing the NAVD 88
 DN5358.geopotential number by the normal gravity value computed on the
 DN5358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5358.degrees latitude (g = 980.6199 gals.).
 DN5358
 DN5358.The modeled gravity was interpolated from observed gravity values.
 DN5358
 DN5358;                    North         East    Units  Estimated Accuracy
 DN5358;SPC WI N     -    75,089.      391,604.      MT  (+/- 10 meters HH2 GPS)
 DN5358
 DN5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2472873054(NAD 83)
 DN5358
 DN5358                          SUPERSEDED SURVEY CONTROL
 DN5358
 DN5358.No superseded survey control is available for this station.
 DN5358
 DN5358_MARKER: DD = SURVEY DISK
 DN5358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5358_STAMPING: 7N11 2006
 DN5358_MARK LOGO: WIDT
 DN5358_PROJECTION: FLUSH
 DN5358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5358+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2009
 DN5358
 DN5358  HISTORY     - Date     Condition        Report By
 DN5358  HISTORY     - 2005     MONUMENTED       WIDT
 DN5358  HISTORY     - 20091020 GOOD             WIDT
 DN5358
 DN5358                          STATION DESCRIPTION
 DN5358
 DN5358'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5358'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DN5358'HIGHWAY D ON THE NORTH SIDE OF THE VILLAGE OF GRANTSBURG, GO NORTH ON
 DN5358'COUNTY HIGHWAY F FOR 1.10 MI (1.8 KM) TO A MARSH ENTRANCE RIGHT AND
 DN5358'THE STATION ON THE RIGHT.
 DN5358'
 DN5358'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5358'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5358'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5358'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5358'PAVEMENT.
 DN5358'
 DN5358'THE STATION IS 15.3 M (50.2 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5358'HIGHWAY F, 1.42 MI (2.3 KM) SOUTH OF BISTRAM ROAD WEST, 4.3 M (14.1
 DN5358'FT) NORTH OF THE CENTERLINE OF THE MARSH ENTRANCE AND IS 1 M (3.3 FT)
 DN5358'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5358'
 DN5358'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5358'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5357 ***********************************************************************
 DN5357  DESIGNATION -  7N13
 DN5357  PID         -  DN5357
 DN5357  STATE/COUNTY-  WI/BURNETT
 DN5357  COUNTRY     -  US
 DN5357  USGS QUAD   -  GRANTSBURG (2019)
 DN5357
 DN5357                         *CURRENT SURVEY CONTROL
 DN5357  ______________________________________________________________________
 DN5357* NAD 83(1986) POSITION- 45 50 21.7    (N) 092 40 53.6    (W)   HD_HELD2
 DN5357* NAVD 88 ORTHO HEIGHT -   286.370 (meters)      939.53  (feet) ADJUSTED
 DN5357  ______________________________________________________________________
 DN5357  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 DN5357  DYNAMIC HEIGHT  -        286.387 (meters)      939.59  (feet) COMP
 DN5357  MODELED GRAVITY -    980,666.9   (mgal)                       NAVD 88
 DN5357
 DN5357  VERT ORDER      -  SECOND    CLASS I
 DN5357
 DN5357.The horizontal coordinates were established by autonomous hand held GPS
 DN5357.observations and have an estimated accuracy of +/- 10 meters.
 DN5357
 DN5357.The orthometric height was determined by differential leveling and
 DN5357.adjusted by the WI DEPT OF TRANSP
 DN5357.in May 2012.
 DN5357
 DN5357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5357.GEOID18 height accuracy estimate available here.
 DN5357
 DN5357.Click photographs - Photos may exist for this station.
 DN5357
 DN5357.The dynamic height is computed by dividing the NAVD 88
 DN5357.geopotential number by the normal gravity value computed on the
 DN5357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5357.degrees latitude (g = 980.6199 gals.).
 DN5357
 DN5357.The modeled gravity was interpolated from observed gravity values.
 DN5357
 DN5357;                    North         East    Units  Estimated Accuracy
 DN5357;SPC WI N     -    78,282.      391,725.      MT  (+/- 10 meters HH2 GPS)
 DN5357
 DN5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2472976248(NAD 83)
 DN5357
 DN5357                          SUPERSEDED SURVEY CONTROL
 DN5357
 DN5357.No superseded survey control is available for this station.
 DN5357
 DN5357_MARKER: DD = SURVEY DISK
 DN5357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5357_STAMPING: 7N13 2006
 DN5357_MARK LOGO: WIDT
 DN5357_PROJECTION: FLUSH
 DN5357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5357+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2009
 DN5357
 DN5357  HISTORY     - Date     Condition        Report By
 DN5357  HISTORY     - 2005     MONUMENTED       WIDT
 DN5357  HISTORY     - 20091020 GOOD             WIDT
 DN5357
 DN5357                          STATION DESCRIPTION
 DN5357
 DN5357'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5357'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DN5357'HIGHWAY D ON THE NORTH SIDE OF THE VILLAGE OF GRANTSBURG, GO NORTH ON
 DN5357'COUNTY HIGHWAY F FOR 3.0 MI (4.8 KM) TO MAIN DYKE ROAD RIGHT.
 DN5357'CONTINUE NORTH ON COUNTY HIGHWAY F FOR 0.08 MI (0.1 KM) TO THE STATION
 DN5357'ON THE RIGHT.
 DN5357'
 DN5357'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5357'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5357'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5357'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN5357'PAVEMENT.
 DN5357'
 DN5357'THE STATION IS 10.3 M (33.8 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5357'HIGHWAY F, 0.18 MI (0.3 KM) SOUTH OF PETE NELSON ROAD, 20.8 M (68.2
 DN5357'FT) EAST-NORTHEAST OF A POWER POLE AND IS 1 M (3.3 FT) FROM THREE
 DN5357'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5357'
 DN5357'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5357'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE WEST QUADRANTS
 DN5357'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5356 ***********************************************************************
 DN5356  DESIGNATION -  7N14
 DN5356  PID         -  DN5356
 DN5356  STATE/COUNTY-  WI/BURNETT
 DN5356  COUNTRY     -  US
 DN5356  USGS QUAD   -  GRANTSBURG (2019)
 DN5356
 DN5356                         *CURRENT SURVEY CONTROL
 DN5356  ______________________________________________________________________
 DN5356* NAD 83(1986) POSITION- 45 52 01.6    (N) 092 40 52.6    (W)   HD_HELD2
 DN5356* NAVD 88 ORTHO HEIGHT -   286.587 (meters)      940.24  (feet) ADJUSTED
 DN5356  ______________________________________________________________________
 DN5356  GEOID HEIGHT    -        -26.802 (meters)                     GEOID18
 DN5356  DYNAMIC HEIGHT  -        286.605 (meters)      940.30  (feet) COMP
 DN5356  MODELED GRAVITY -    980,670.0   (mgal)                       NAVD 88
 DN5356
 DN5356  VERT ORDER      -  SECOND    CLASS I
 DN5356
 DN5356.The horizontal coordinates were established by autonomous hand held GPS
 DN5356.observations and have an estimated accuracy of +/- 10 meters.
 DN5356
 DN5356.The orthometric height was determined by differential leveling and
 DN5356.adjusted by the WI DEPT OF TRANSP
 DN5356.in May 2012.
 DN5356
 DN5356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5356.GEOID18 height accuracy estimate available here.
 DN5356
 DN5356.Click photographs - Photos may exist for this station.
 DN5356
 DN5356.The dynamic height is computed by dividing the NAVD 88
 DN5356.geopotential number by the normal gravity value computed on the
 DN5356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5356.degrees latitude (g = 980.6199 gals.).
 DN5356
 DN5356.The modeled gravity was interpolated from observed gravity values.
 DN5356
 DN5356;                    North         East    Units  Estimated Accuracy
 DN5356;SPC WI N     -    81,364.      391,851.      MT  (+/- 10 meters HH2 GPS)
 DN5356
 DN5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2473879332(NAD 83)
 DN5356
 DN5356                          SUPERSEDED SURVEY CONTROL
 DN5356
 DN5356.No superseded survey control is available for this station.
 DN5356
 DN5356_MARKER: DD = SURVEY DISK
 DN5356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5356_STAMPING: 7N14 2006
 DN5356_MARK LOGO: WIDT
 DN5356_PROJECTION: FLUSH
 DN5356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5356+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2009
 DN5356
 DN5356  HISTORY     - Date     Condition        Report By
 DN5356  HISTORY     - 2005     MONUMENTED       WIDT
 DN5356  HISTORY     - 20091022 GOOD             WIDT
 DN5356
 DN5356                          STATION DESCRIPTION
 DN5356
 DN5356'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5356'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DN5356'HIGHWAY D ON THE NORTH SIDE OF THE VILLAGE OF GRANTSBURG, GO NORTH ON
 DN5356'COUNTY HIGHWAY F FOR 5.0 MI (8.0 KM) TO LARSON ROAD RIGHT.  TURN RIGHT
 DN5356'AND GO EAST ON LARSON ROAD FOR 40 M (131.2 FT) TO THE STATION ON THE
 DN5356'RIGHT.
 DN5356'
 DN5356'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5356'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5356'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5356'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5356'
 DN5356'THE STATION IS 6.7 M (22.0 FT) SOUTH OF THE CENTERLINE OF LARSON ROAD,
 DN5356'39.6 M (129.9 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY F AND IS 1
 DN5356'M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5356'
 DN5356'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5356'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST EXTENDING TO 20
 DN5356'DEGREES AND TREES IN THE NORTH QUADRANTS EXTENDING TO 25 DEGREES ABOVE
 DN5356'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5355 ***********************************************************************
 DN5355  DESIGNATION -  7N15
 DN5355  PID         -  DN5355
 DN5355  STATE/COUNTY-  WI/BURNETT
 DN5355  COUNTRY     -  US
 DN5355  USGS QUAD   -  LAKE CLAYTON (2019)
 DN5355
 DN5355                         *CURRENT SURVEY CONTROL
 DN5355  ______________________________________________________________________
 DN5355* NAD 83(1986) POSITION- 45 53 45.01   (N) 092 38 22.29   (W)   HD_HELD1
 DN5355* NAVD 88 ORTHO HEIGHT -   284.110 (meters)      932.12  (feet) ADJUSTED
 DN5355  ______________________________________________________________________
 DN5355  GEOID HEIGHT    -        -26.702 (meters)                     GEOID18
 DN5355  DYNAMIC HEIGHT  -        284.130 (meters)      932.18  (feet) COMP
 DN5355  MODELED GRAVITY -    980,677.2   (mgal)                       NAVD 88
 DN5355
 DN5355  VERT ORDER      -  SECOND    CLASS I
 DN5355
 DN5355.The horizontal coordinates were determined by differentially corrected
 DN5355.hand held GPS observations or other comparable positioning techniques
 DN5355.and have an estimated accuracy of +/- 3 meters.
 DN5355
 DN5355.The orthometric height was determined by differential leveling and
 DN5355.adjusted by the WI DEPT OF TRANSP
 DN5355.in May 2012.
 DN5355
 DN5355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5355.GEOID18 height accuracy estimate available here.
 DN5355
 DN5355.Click photographs - Photos may exist for this station.
 DN5355
 DN5355.The dynamic height is computed by dividing the NAVD 88
 DN5355.geopotential number by the normal gravity value computed on the
 DN5355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5355.degrees latitude (g = 980.6199 gals.).
 DN5355
 DN5355.The modeled gravity was interpolated from observed gravity values.
 DN5355
 DN5355;                    North         East    Units  Estimated Accuracy
 DN5355;SPC WI N     -    84,445.9     395,196.9     MT  (+/- 3 meters HH1 GPS) 
 DN5355
 DN5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2796482537(NAD 83)
 DN5355
 DN5355                          SUPERSEDED SURVEY CONTROL
 DN5355
 DN5355.No superseded survey control is available for this station.
 DN5355
 DN5355_MARKER: DD = SURVEY DISK
 DN5355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5355_STAMPING: 7N15 2006
 DN5355_MARK LOGO: WIDT
 DN5355_PROJECTION: FLUSH
 DN5355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5355+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 DN5355
 DN5355  HISTORY     - Date     Condition        Report By
 DN5355  HISTORY     - 2005     MONUMENTED       WIDT
 DN5355  HISTORY     - 20091028 GOOD             WIDT
 DN5355
 DN5355                          STATION DESCRIPTION
 DN5355
 DN5355'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5355'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DN5355'HIGHWAY D ON THE NORTH SIDE OF THE VILLAGE OF GRANTSBURG, GO NORTH ON
 DN5355'COUNTY HIGHWAY F FOR 7.0 MI (11.3 KM) TO COUNTY HIGHWAY F CURVING
 DN5355'RIGHT AND NELSONS LANDING ROAD LEFT, CURVE RIGHT AND GO EAST ON COUNTY
 DN5355'HIGHWAY F FOR 1.9 MI (3.1 KM) TO NORWAY POINT ROAD LEFT.  CONTINUE
 DN5355'EAST ON COUNTY HIGHWAY F FOR 0.09 MI (0.1 KM) TO THE STATION ON THE
 DN5355'RIGHT.
 DN5355'
 DN5355'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5355'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5355'INCH) DIAMETER CONCRETE POST 2.0 M (6.6 FT) DEEP, FLUSH WITH THE
 DN5355'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5355'PAVEMENT.
 DN5355'
 DN5355'THE STATION IS 14.0 M (45.9 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5355'HIGHWAY F, 29.3 M (96.1 FT) SOUTHEAST OF A POWER POLE, 25.1 M (82.3
 DN5355'FT) SOUTH-SOUTHWEST OF THE SOUTH POST OF A -NORWAY POINT LANDING 2 MI
 DN5355'(3.2 KM) RIGHT- SIGN AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5355'T-POSTS SURROUNDING THE STATION.
 DN5355'
 DN5355'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5355'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5354 ***********************************************************************
 DN5354  DESIGNATION -  7N16
 DN5354  PID         -  DN5354
 DN5354  STATE/COUNTY-  WI/BURNETT
 DN5354  COUNTRY     -  US
 DN5354  USGS QUAD   -  MONSON LAKE (2019)
 DN5354
 DN5354                         *CURRENT SURVEY CONTROL
 DN5354  ______________________________________________________________________
 DN5354* NAD 83(1986) POSITION- 45 54 55.54   (N) 092 35 12.03   (W)   HD_HELD1
 DN5354* NAVD 88 ORTHO HEIGHT -   284.636 (meters)      933.84  (feet) ADJUSTED
 DN5354  ______________________________________________________________________
 DN5354  GEOID HEIGHT    -        -26.607 (meters)                     GEOID18
 DN5354  DYNAMIC HEIGHT  -        284.657 (meters)      933.91  (feet) COMP
 DN5354  MODELED GRAVITY -    980,683.2   (mgal)                       NAVD 88
 DN5354
 DN5354  VERT ORDER      -  SECOND    CLASS I
 DN5354
 DN5354.The horizontal coordinates were determined by differentially corrected
 DN5354.hand held GPS observations or other comparable positioning techniques
 DN5354.and have an estimated accuracy of +/- 3 meters.
 DN5354
 DN5354.The orthometric height was determined by differential leveling and
 DN5354.adjusted by the WI DEPT OF TRANSP
 DN5354.in May 2012.
 DN5354
 DN5354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5354.GEOID18 height accuracy estimate available here.
 DN5354
 DN5354.Click photographs - Photos may exist for this station.
 DN5354
 DN5354.The dynamic height is computed by dividing the NAVD 88
 DN5354.geopotential number by the normal gravity value computed on the
 DN5354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5354.degrees latitude (g = 980.6199 gals.).
 DN5354
 DN5354.The modeled gravity was interpolated from observed gravity values.
 DN5354
 DN5354;                    North         East    Units  Estimated Accuracy
 DN5354;SPC WI N     -    86,487.3     399,367.1     MT  (+/- 3 meters HH1 GPS) 
 DN5354
 DN5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3205384734(NAD 83)
 DN5354
 DN5354                          SUPERSEDED SURVEY CONTROL
 DN5354
 DN5354.No superseded survey control is available for this station.
 DN5354
 DN5354_MARKER: DD = SURVEY DISK
 DN5354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5354_STAMPING: 7N16 2006
 DN5354_MARK LOGO: WIDT
 DN5354_PROJECTION: FLUSH
 DN5354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5354+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 DN5354
 DN5354  HISTORY     - Date     Condition        Report By
 DN5354  HISTORY     - 2005     MONUMENTED       WIDT
 DN5354  HISTORY     - 20091028 GOOD             WIDT
 DN5354
 DN5354                          STATION DESCRIPTION
 DN5354
 DN5354'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5354'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DN5354'HIGHWAY FF APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF THE COMMUNITY OF
 DN5354'DANBURY, GO WEST THEN SOUTH THEN SOUTHWEST ON COUNTY HIGHWAY F FOR 7.2
 DN5354'MI (11.6 KM) TO PEET ROAD LEFT.  CONTINUE WEST ON COUNTY HIGHWAY F FOR
 DN5354'1.90 MI (3.1 KM) TO THE STATION ON THE RIGHT.
 DN5354'
 DN5354'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5354'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5354'INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, FLUSH WITH THE
 DN5354'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5354'THE STATION IS 10.4 M (34.1 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DN5354'HIGHWAY F, 0.16 MI (0.3 KM) EAST OF PRIVATE ENTRANCE -11803-, 48.5 M
 DN5354'(159.1 FT) SOUTHWEST OF TELEPHONE PEDESTAL -L1 11-, 26.5 M (86.9 FT)
 DN5354'NORTH OF A POWER POLE WITH ONE GUY WIRE AND WIRES CROSSING OVER THE
 DN5354'HIGHWAY AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5354'SURROUNDING THE STATION.
 DN5354'
 DN5354'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5354'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5353 ***********************************************************************
 DN5353  DESIGNATION -  7N17
 DN5353  PID         -  DN5353
 DN5353  STATE/COUNTY-  WI/BURNETT
 DN5353  COUNTRY     -  US
 DN5353  USGS QUAD   -  MONSON LAKE (2019)
 DN5353
 DN5353                         *CURRENT SURVEY CONTROL
 DN5353  ______________________________________________________________________
 DN5353* NAD 83(1986) POSITION- 45 55 00.85   (N) 092 33 17.63   (W)   HD_HELD1
 DN5353* NAVD 88 ORTHO HEIGHT -   287.121 (meters)      942.00  (feet) ADJUSTED
 DN5353  ______________________________________________________________________
 DN5353  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 DN5353  DYNAMIC HEIGHT  -        287.144 (meters)      942.07  (feet) COMP
 DN5353  MODELED GRAVITY -    980,685.5   (mgal)                       NAVD 88
 DN5353
 DN5353  VERT ORDER      -  SECOND    CLASS I
 DN5353
 DN5353.The horizontal coordinates were determined by differentially corrected
 DN5353.hand held GPS observations or other comparable positioning techniques
 DN5353.and have an estimated accuracy of +/- 3 meters.
 DN5353
 DN5353.The orthometric height was determined by differential leveling and
 DN5353.adjusted by the WI DEPT OF TRANSP
 DN5353.in May 2012.
 DN5353
 DN5353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5353.GEOID18 height accuracy estimate available here.
 DN5353
 DN5353.Click photographs - Photos may exist for this station.
 DN5353
 DN5353.The dynamic height is computed by dividing the NAVD 88
 DN5353.geopotential number by the normal gravity value computed on the
 DN5353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5353.degrees latitude (g = 980.6199 gals.).
 DN5353
 DN5353.The modeled gravity was interpolated from observed gravity values.
 DN5353
 DN5353;                    North         East    Units  Estimated Accuracy
 DN5353;SPC WI N     -    86,571.4     401,836.3     MT  (+/- 3 meters HH1 GPS) 
 DN5353
 DN5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3451684911(NAD 83)
 DN5353
 DN5353                          SUPERSEDED SURVEY CONTROL
 DN5353
 DN5353.No superseded survey control is available for this station.
 DN5353
 DN5353_MARKER: DD = SURVEY DISK
 DN5353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5353_STAMPING: 7N17 2006
 DN5353_MARK LOGO: WIDT
 DN5353_PROJECTION: FLUSH
 DN5353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5353+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 DN5353
 DN5353  HISTORY     - Date     Condition        Report By
 DN5353  HISTORY     - 2005     MONUMENTED       WIDT
 DN5353  HISTORY     - 20091103 GOOD             WIDT
 DN5353
 DN5353                          STATION DESCRIPTION
 DN5353
 DN5353'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5353'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DN5353'HIGHWAY FF APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF THE COMMUNITY OF
 DN5353'DANBURY, GO WEST THEN SOUTH THEN SOUTHWEST ON COUNTY HIGHWAY F FOR 7.2
 DN5353'MI (11.6 KM) TO PEET ROAD LEFT.  CONTINUE WEST ON COUNTY HIGHWAY F FOR
 DN5353'0.32 MI (0.5 KM) TO THE STATION ON THE LEFT.
 DN5353'
 DN5353'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5353'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5353'INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, FLUSH WITH THE
 DN5353'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5353'PAVEMENT.
 DN5353'
 DN5353'THE STATION IS 11.9 M (39.0 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5353'HIGHWAY F, 40.0 M (131.2 FT) WEST OF A -LEFT CURVE AHEAD- METAL SIGN
 DN5353'POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING
 DN5353'THE STATION.
 DN5353'
 DN5353'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5353'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5351 ***********************************************************************
 DN5351  DESIGNATION -  7N18
 DN5351  PID         -  DN5351
 DN5351  STATE/COUNTY-  WI/BURNETT
 DN5351  COUNTRY     -  US
 DN5351  USGS QUAD   -  MONSON LAKE (2019)
 DN5351
 DN5351                         *CURRENT SURVEY CONTROL
 DN5351  ______________________________________________________________________
 DN5351* NAD 83(1986) POSITION- 45 56 44.9    (N) 092 30 31.9    (W)   HD_HELD2
 DN5351* NAVD 88 ORTHO HEIGHT -   289.632 (meters)      950.23  (feet) ADJUSTED
 DN5351  ______________________________________________________________________
 DN5351  GEOID HEIGHT    -        -26.498 (meters)                     GEOID18
 DN5351  DYNAMIC HEIGHT  -        289.657 (meters)      950.32  (feet) COMP
 DN5351  MODELED GRAVITY -    980,691.5   (mgal)                       NAVD 88
 DN5351
 DN5351  VERT ORDER      -  SECOND    CLASS I
 DN5351
 DN5351.The horizontal coordinates were established by autonomous hand held GPS
 DN5351.observations and have an estimated accuracy of +/- 10 meters.
 DN5351
 DN5351.The orthometric height was determined by differential leveling and
 DN5351.adjusted by the WI DEPT OF TRANSP
 DN5351.in May 2012.
 DN5351
 DN5351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5351.GEOID18 height accuracy estimate available here.
 DN5351
 DN5351.Click photographs - Photos may exist for this station.
 DN5351
 DN5351.The dynamic height is computed by dividing the NAVD 88
 DN5351.geopotential number by the normal gravity value computed on the
 DN5351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5351.degrees latitude (g = 980.6199 gals.).
 DN5351
 DN5351.The modeled gravity was interpolated from observed gravity values.
 DN5351
 DN5351;                    North         East    Units  Estimated Accuracy
 DN5351;SPC WI N     -    89,668.      405,507.      MT  (+/- 10 meters HH2 GPS)
 DN5351
 DN5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3806788143(NAD 83)
 DN5351
 DN5351                          SUPERSEDED SURVEY CONTROL
 DN5351
 DN5351.No superseded survey control is available for this station.
 DN5351
 DN5351_MARKER: DD = SURVEY DISK
 DN5351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5351_STAMPING: 7N18 2006
 DN5351_MARK LOGO: WIDT
 DN5351_PROJECTION: FLUSH
 DN5351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5351+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 DN5351
 DN5351  HISTORY     - Date     Condition        Report By
 DN5351  HISTORY     - 2005     MONUMENTED       WIDT
 DN5351  HISTORY     - 20091104 GOOD             WIDT
 DN5351
 DN5351                          STATION DESCRIPTION
 DN5351
 DN5351'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5351'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DN5351'HIGHWAY FF APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF THE COMMUNITY OF
 DN5351'DANBURY, GO WEST ON COUNTY HIGHWAY F FOR 4.0 MI (6.4 KM) TO LISK ROAD
 DN5351'RIGHT AND THE STATION IN THE NORTHWEST QUADRANT ON THE RIGHT.
 DN5351'
 DN5351'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5351'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5351'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5351'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5351'PAVEMENT.
 DN5351'
 DN5351'THE STATION IS 12.1 M (39.7 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5351'HIGHWAY F, 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF LISK ROAD, 6.7 M
 DN5351'(22.0 FT) NORTHWEST OF A -STOP- SIGN METAL POST AND IS 1 M (3.3 FT)
 DN5351'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5351'
 DN5351'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST AND IN
 DN5351'THE SOUTH QUADRANTS EXTENDING TO 40 DEGREES, TREES IN THE EAST
 DN5351'QUADRANTS EXTENDING TO 30 DEGREES AND TREES TO THE NORTH EXTENDING TO
 DN5351'80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5350 ***********************************************************************
 DN5350  DESIGNATION -  7N19
 DN5350  PID         -  DN5350
 DN5350  STATE/COUNTY-  WI/BURNETT
 DN5350  COUNTRY     -  US
 DN5350  USGS QUAD   -  YELLOW LAKE (2019)
 DN5350
 DN5350                         *CURRENT SURVEY CONTROL
 DN5350  ______________________________________________________________________
 DN5350* NAD 83(1986) POSITION- 45 57 09.80   (N) 092 29 14.09   (W)   HD_HELD1
 DN5350* NAVD 88 ORTHO HEIGHT -   294.173 (meters)      965.13  (feet) ADJUSTED
 DN5350  ______________________________________________________________________
 DN5350  GEOID HEIGHT    -        -26.476 (meters)                     GEOID18
 DN5350  DYNAMIC HEIGHT  -        294.199 (meters)      965.22  (feet) COMP
 DN5350  MODELED GRAVITY -    980,693.3   (mgal)                       NAVD 88
 DN5350
 DN5350  VERT ORDER      -  SECOND    CLASS I
 DN5350
 DN5350.The horizontal coordinates were determined by differentially corrected
 DN5350.hand held GPS observations or other comparable positioning techniques
 DN5350.and have an estimated accuracy of +/- 3 meters.
 DN5350
 DN5350.The orthometric height was determined by differential leveling and
 DN5350.adjusted by the WI DEPT OF TRANSP
 DN5350.in May 2012.
 DN5350
 DN5350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5350.GEOID18 height accuracy estimate available here.
 DN5350
 DN5350.Click photographs - Photos may exist for this station.
 DN5350
 DN5350.The dynamic height is computed by dividing the NAVD 88
 DN5350.geopotential number by the normal gravity value computed on the
 DN5350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5350.degrees latitude (g = 980.6199 gals.).
 DN5350
 DN5350.The modeled gravity was interpolated from observed gravity values.
 DN5350
 DN5350;                    North         East    Units  Estimated Accuracy
 DN5350;SPC WI N     -    90,384.1     407,206.3     MT  (+/- 3 meters HH1 GPS) 
 DN5350
 DN5350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3973788922(NAD 83)
 DN5350
 DN5350                          SUPERSEDED SURVEY CONTROL
 DN5350
 DN5350.No superseded survey control is available for this station.
 DN5350
 DN5350_MARKER: DD = SURVEY DISK
 DN5350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5350_STAMPING: 7N19 2006
 DN5350_MARK LOGO: WIDT
 DN5350_PROJECTION: FLUSH
 DN5350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5350+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2009
 DN5350
 DN5350  HISTORY     - Date     Condition        Report By
 DN5350  HISTORY     - 2005     MONUMENTED       WIDT
 DN5350  HISTORY     - 20091105 GOOD             WIDT
 DN5350
 DN5350                          STATION DESCRIPTION
 DN5350
 DN5350'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5350'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DN5350'HIGHWAY FF APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF THE COMMUNITY OF
 DN5350'DANBURY, GO WEST ON COUNTY HIGHWAY F FOR 2.5 MI (4.0 KM) TO COUNTY
 DN5350'HIGHWAY F CURVING LEFT, BLUFF LAKE ROAD RIGHT AND THE STATION BEFORE
 DN5350'THE CURVE ON THE LEFT.
 DN5350'
 DN5350'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5350'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5350'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5350'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5350'PAVEMENT.
 DN5350'
 DN5350'THE STATION IS 10.5 M (34.4 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5350'HIGHWAY F, 48.5 M (159.1 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DN5350'F SOUTH AND THE EXTENDED CENTERLINE OF BLUFF LAKE ROAD, 36.5 M (119.8
 DN5350'FT) EAST OF A POWER POLE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5350'T-POSTS SURROUNDING THE STATION.
 DN5350'
 DN5350'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5350'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING TO
 DN5350'30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5349 ***********************************************************************
 DN5349  DESIGNATION -  7N20
 DN5349  PID         -  DN5349
 DN5349  STATE/COUNTY-  WI/BURNETT
 DN5349  COUNTRY     -  US
 DN5349  USGS QUAD   -  YELLOW LAKE (2019)
 DN5349
 DN5349                         *CURRENT SURVEY CONTROL
 DN5349  ______________________________________________________________________
 DN5349* NAD 83(1986) POSITION- 45 58 26.58   (N) 092 27 11.47   (W)   HD_HELD1
 DN5349* NAVD 88 ORTHO HEIGHT -   291.699 (meters)      957.02  (feet) ADJUSTED
 DN5349  ______________________________________________________________________
 DN5349  GEOID HEIGHT    -        -26.443 (meters)                     GEOID18
 DN5349  DYNAMIC HEIGHT  -        291.726 (meters)      957.10  (feet) COMP
 DN5349  MODELED GRAVITY -    980,697.8   (mgal)                       NAVD 88
 DN5349
 DN5349  VERT ORDER      -  SECOND    CLASS I
 DN5349
 DN5349.The horizontal coordinates were determined by differentially corrected
 DN5349.hand held GPS observations or other comparable positioning techniques
 DN5349.and have an estimated accuracy of +/- 3 meters.
 DN5349
 DN5349.The orthometric height was determined by differential leveling and
 DN5349.adjusted by the NATIONAL GEODETIC SURVEY
 DN5349.in September 2016.
 DN5349
 DN5349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5349.GEOID18 height accuracy estimate available here.
 DN5349
 DN5349.Click photographs - Photos may exist for this station.
 DN5349
 DN5349.The dynamic height is computed by dividing the NAVD 88
 DN5349.geopotential number by the normal gravity value computed on the
 DN5349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5349.degrees latitude (g = 980.6199 gals.).
 DN5349
 DN5349.The modeled gravity was interpolated from observed gravity values.
 DN5349
 DN5349;                    North         East    Units  Estimated Accuracy
 DN5349;SPC WI N     -    92,671.3     409,918.8     MT  (+/- 3 meters HH1 GPS) 
 DN5349
 DN5349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4236091309(NAD 83)
 DN5349
 DN5349                          SUPERSEDED SURVEY CONTROL
 DN5349
 DN5349  NAVD 88 (05/08/12)  291.696  (m)          957.01   (f) SUPERSEDED  2 1
 DN5349
 DN5349.Superseded values are not recommended for survey control.
 DN5349
 DN5349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5349.See file dsdata.pdf to determine how the superseded data were derived.
 DN5349
 DN5349_MARKER: DD = SURVEY DISK
 DN5349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5349_STAMPING: 7N20 2006
 DN5349_MARK LOGO: WIDT
 DN5349_PROJECTION: FLUSH
 DN5349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5349+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2009
 DN5349
 DN5349  HISTORY     - Date     Condition        Report By
 DN5349  HISTORY     - 2005     MONUMENTED       WIDT
 DN5349  HISTORY     - 20091110 GOOD             WIDT
 DN5349
 DN5349                          STATION DESCRIPTION
 DN5349
 DN5349'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5349'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5349'HIGHWAY F ON THE WEST SIDE OF THE COMMUNITY OF DANBURY, GO SOUTH THEN
 DN5349'WEST ON COUNTY HIGHWAY F FOR 4.1 MI (6.6 KM) TO COUNTY HIGHWAY F
 DN5349'CURVING LEFT AND SAINT CROIX TRAIL RIGHT.  TURN RIGHT AND GO NORTH ON
 DN5349'THE SAINT CROIX TRAIL FOR 0.02 MI (0.0 KM) TO NORTH RIVER ROAD LEFT.
 DN5349'TURN LEFT AND GO WEST THEN SOUTH THEN WEST ON NORTH RIVER ROAD FOR
 DN5349'1.43 MI (2.3 KM) TO THE STATION ON THE RIGHT.
 DN5349'
 DN5349'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5349'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5349'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5349'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5349'
 DN5349'THE STATION IS 6.0 M (19.7 FT) NORTH OF THE CENTERLINE OF NORTH RIVER
 DN5349'ROAD, APPROXIMATELY 67 M (219.8 FT) WEST OF A WOODS ROAD NORTH AND
 DN5349'SOUTH AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC POSTS SURROUNDING
 DN5349'THE STATION.
 DN5349'
 DN5349'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5349'QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5210 ***********************************************************************
 DN5210  DESIGNATION -  7P01
 DN5210  PID         -  DN5210
 DN5210  STATE/COUNTY-  WI/POLK
 DN5210  COUNTRY     -  US
 DN5210  USGS QUAD   -  LUCK (2018)
 DN5210
 DN5210                         *CURRENT SURVEY CONTROL
 DN5210  ______________________________________________________________________
 DN5210* NAD 83(1986) POSITION- 45 31 23.35   (N) 092 28 05.95   (W)   HD_HELD1
 DN5210* NAVD 88 ORTHO HEIGHT -   382.293 (meters)     1254.24  (feet) ADJUSTED
 DN5210  ______________________________________________________________________
 DN5210  GEOID HEIGHT    -        -27.787 (meters)                     GEOID18
 DN5210  DYNAMIC HEIGHT  -        382.292 (meters)     1254.24  (feet) COMP
 DN5210  MODELED GRAVITY -    980,600.3   (mgal)                       NAVD 88
 DN5210
 DN5210  VERT ORDER      -  SECOND    CLASS I
 DN5210
 DN5210.The horizontal coordinates were determined by differentially corrected
 DN5210.hand held GPS observations or other comparable positioning techniques
 DN5210.and have an estimated accuracy of +/- 3 meters.
 DN5210
 DN5210.The orthometric height was determined by differential leveling and
 DN5210.adjusted by the WI DEPT OF TRANSP
 DN5210.in May 2012.
 DN5210
 DN5210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5210.GEOID18 height accuracy estimate available here.
 DN5210
 DN5210.Click photographs - Photos may exist for this station.
 DN5210
 DN5210.The dynamic height is computed by dividing the NAVD 88
 DN5210.geopotential number by the normal gravity value computed on the
 DN5210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5210.degrees latitude (g = 980.6199 gals.).
 DN5210
 DN5210.The modeled gravity was interpolated from observed gravity values.
 DN5210
 DN5210;                    North         East    Units  Estimated Accuracy
 DN5210;SPC WI C     -   190,709.4     407,188.8     MT  (+/- 3 meters HH1 GPS) 
 DN5210
 DN5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4152141206(NAD 83)
 DN5210
 DN5210                          SUPERSEDED SURVEY CONTROL
 DN5210
 DN5210.No superseded survey control is available for this station.
 DN5210
 DN5210_MARKER: DD = SURVEY DISK
 DN5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5210_STAMPING: 7P01 2006
 DN5210_MARK LOGO: WIDT
 DN5210_PROJECTION: FLUSH
 DN5210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5210+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2009
 DN5210
 DN5210  HISTORY     - Date     Condition        Report By
 DN5210  HISTORY     - 2005     MONUMENTED       WIDT
 DN5210  HISTORY     - 20090507 GOOD             WIDT
 DN5210
 DN5210                          STATION DESCRIPTION
 DN5210
 DN5210'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5210'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5210'HIGHWAY 46 APPROXIMATELY 1.2 MI (1.9 KM) NORTHEAST OF THE VILLAGE OF
 DN5210'MILLTOWN, GO SOUTH ON STATE HIGHWAY 46 FOR 0.6 MI (1.0 KM) TO COUNTY
 DN5210'HIGHWAY G RIGHT, CURVE LEFT AND GO EAST AND SOUTH ON STATE HIGHWAY 46
 DN5210'AND COUNTY HIGHWAY G FOR 1.0 MI (1.6 KM) TO 150TH STREET LEFT.
 DN5210'CONTINUE SOUTH ON STATE HIGHWAY 46 AND COUNTY HIGHWAY G FOR 0.04 MI
 DN5210'(0.1 KM) TO THE STATION ON THE RIGHT.
 DN5210'
 DN5210'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5210'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5210'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5210'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5210'THE STATION IS 14.1 M (46.3 FT) WEST OF THE CENTERLINE OF STATE
 DN5210'HIGHWAY 46 AND COUNTY HIGHWAY G, 88.4 M (290.0 FT) SOUTH OF THE
 DN5210'EXTENDED CENTERLINE OF 150TH STREET, 43.5 M (142.7 FT) NORTH OF THE
 DN5210'CENTERLINE OF A FIELD ENTRANCE, 40.6 M (133.2 FT) SOUTHEAST OF POWER
 DN5210'POLE -134-197- WITH ONE GUY WIRE AND NEXT TO A PILE OF ROCKS, 32.6 M
 DN5210'(107.0 FT) NORTHEAST OF POWER POLE -134-198- WITH ONE GUY WIRE AND IS
 DN5210'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5210'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5210'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5209 ***********************************************************************
 DN5209  DESIGNATION -  7P02
 DN5209  PID         -  DN5209
 DN5209  STATE/COUNTY-  WI/POLK
 DN5209  COUNTRY     -  US
 DN5209  USGS QUAD   -  LUCK (2018)
 DN5209
 DN5209                         *CURRENT SURVEY CONTROL
 DN5209  ______________________________________________________________________
 DN5209* NAD 83(1986) POSITION- 45 32 09.99   (N) 092 29 18.93   (W)   HD_HELD1
 DN5209* NAVD 88 ORTHO HEIGHT -   383.029 (meters)     1256.65  (feet) ADJUSTED
 DN5209  ______________________________________________________________________
 DN5209  GEOID HEIGHT    -        -27.672 (meters)                     GEOID18
 DN5209  DYNAMIC HEIGHT  -        383.029 (meters)     1256.65  (feet) COMP
 DN5209  MODELED GRAVITY -    980,603.7   (mgal)                       NAVD 88
 DN5209
 DN5209  VERT ORDER      -  SECOND    CLASS I
 DN5209
 DN5209.The horizontal coordinates were determined by differentially corrected
 DN5209.hand held GPS observations or other comparable positioning techniques
 DN5209.and have an estimated accuracy of +/- 3 meters.
 DN5209
 DN5209.The orthometric height was determined by differential leveling and
 DN5209.adjusted by the WI DEPT OF TRANSP
 DN5209.in May 2012.
 DN5209
 DN5209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5209.GEOID18 height accuracy estimate available here.
 DN5209
 DN5209.Click photographs - Photos may exist for this station.
 DN5209
 DN5209.The dynamic height is computed by dividing the NAVD 88
 DN5209.geopotential number by the normal gravity value computed on the
 DN5209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5209.degrees latitude (g = 980.6199 gals.).
 DN5209
 DN5209.The modeled gravity was interpolated from observed gravity values.
 DN5209
 DN5209;                    North         East    Units  Estimated Accuracy
 DN5209;SPC WI C     -   192,196.9     405,649.9     MT  (+/- 3 meters HH1 GPS) 
 DN5209
 DN5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3992942635(NAD 83)
 DN5209
 DN5209                          SUPERSEDED SURVEY CONTROL
 DN5209
 DN5209.No superseded survey control is available for this station.
 DN5209
 DN5209_MARKER: DD = SURVEY DISK
 DN5209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5209_STAMPING: 7P02 2006
 DN5209_MARK LOGO: WIDT
 DN5209_PROJECTION: FLUSH
 DN5209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5209+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2010
 DN5209
 DN5209  HISTORY     - Date     Condition        Report By
 DN5209  HISTORY     - 2005     MONUMENTED       WIDT
 DN5209  HISTORY     - 20100330 GOOD             WIDT
 DN5209
 DN5209                          STATION DESCRIPTION
 DN5209
 DN5209'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5209'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5209'HIGHWAY 46 APPROXIMATELY 1.2 MI (1.9 KM) NORTHEAST OF THE VILLAGE OF
 DN5209'MILLTOWN, GO SOUTH ON STATE HIGHWAY 46 FOR 90 M (295.3 FT) TO THE
 DN5209'STATION ON THE RIGHT.
 DN5209'
 DN5209'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5209'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5209'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5209'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5209'PAVEMENT.
 DN5209'
 DN5209'THE STATION IS 11.7 M (38.4 FT) WEST OF THE CENTERLINE OF STATE
 DN5209'HIGHWAY 46, 29.3 M (96.1 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DN5209'35, 41.4 M (135.8 FT) NORTH OF THE WEST POST FOR A -BALSAM LAKE 7-
 DN5209'SIGN, 33.0 M (108.3 FT) SOUTH OF A -RECREATIONAL TRAIL XING- SIGN
 DN5209'POST, 27.5 M (90.2 FT) NORTH OF A -STOP- SIGN POST FOR THE
 DN5209'RECREATIONAL TRAIL, 26.4 M (86.6 FT) SOUTHEAST OF A -NORTH 35 DIAGONAL
 DN5209'LEFT, SOUTH 46 RIGHT- SIGN POST, 16.1 M (52.8 FT) NORTH OF THE
 DN5209'CENTERLINE OF THE RECREATIONAL TRAIL AND IS 1 M (3.3 FT) FROM THREE
 DN5209'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5209'
 DN5209'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5209'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5208 ***********************************************************************
 DN5208  DESIGNATION -  7P03
 DN5208  PID         -  DN5208
 DN5208  STATE/COUNTY-  WI/POLK
 DN5208  COUNTRY     -  US
 DN5208  USGS QUAD   -  LUCK (2018)
 DN5208
 DN5208                         *CURRENT SURVEY CONTROL
 DN5208  ______________________________________________________________________
 DN5208* NAD 83(1986) POSITION- 45 34 00.34   (N) 092 29 18.63   (W)   HD_HELD1
 DN5208* NAVD 88 ORTHO HEIGHT -   369.313 (meters)     1211.65  (feet) ADJUSTED
 DN5208  ______________________________________________________________________
 DN5208  GEOID HEIGHT    -        -27.566 (meters)                     GEOID18
 DN5208  DYNAMIC HEIGHT  -        369.315 (meters)     1211.66  (feet) COMP
 DN5208  MODELED GRAVITY -    980,610.7   (mgal)                       NAVD 88
 DN5208
 DN5208  VERT ORDER      -  SECOND    CLASS I
 DN5208
 DN5208.The horizontal coordinates were determined by differentially corrected
 DN5208.hand held GPS observations or other comparable positioning techniques
 DN5208.and have an estimated accuracy of +/- 3 meters.
 DN5208
 DN5208.The orthometric height was determined by differential leveling and
 DN5208.adjusted by the WI DEPT OF TRANSP
 DN5208.in May 2012.
 DN5208
 DN5208.No vertical observational check was made to the station.
 DN5208
 DN5208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5208.GEOID18 height accuracy estimate available here.
 DN5208
 DN5208.Click photographs - Photos may exist for this station.
 DN5208
 DN5208.The dynamic height is computed by dividing the NAVD 88
 DN5208.geopotential number by the normal gravity value computed on the
 DN5208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5208.degrees latitude (g = 980.6199 gals.).
 DN5208
 DN5208.The modeled gravity was interpolated from observed gravity values.
 DN5208
 DN5208;                    North         East    Units  Estimated Accuracy
 DN5208;SPC WI C     -   195,602.0     405,760.8     MT  (+/- 3 meters HH1 GPS) 
 DN5208
 DN5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3991346040(NAD 83)
 DN5208
 DN5208                          SUPERSEDED SURVEY CONTROL
 DN5208
 DN5208.No superseded survey control is available for this station.
 DN5208
 DN5208_MARKER: DD = SURVEY DISK
 DN5208_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN5208_SP_SET: CULVERT WING WALL
 DN5208_STAMPING: 7P03 2006
 DN5208_MARK LOGO: WIDT
 DN5208_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5208+STABILITY: SURFACE MOTION
 DN5208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5208+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2010
 DN5208
 DN5208  HISTORY     - Date     Condition        Report By
 DN5208  HISTORY     - 2005     MONUMENTED       WIDT
 DN5208  HISTORY     - 20100330 GOOD             WIDT
 DN5208
 DN5208                          STATION DESCRIPTION
 DN5208
 DN5208'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5208'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5208'HIGHWAY 48 ON THE WEST SIDE OF THE VILLAGE OF LUCK, GO SOUTH ON STATE
 DN5208'HIGHWAY 35 FOR 0.5 MI (0.8 KM) TO COUNTY HIGHWAY NORTH RIGHT.
 DN5208'CONTINUE SOUTH ON STATE HIGHWAY 35 FOR 0.17 MI (0.3 KM) TO A 2 M (6.6
 DN5208'FT) WIDE CULVERT -C-167-36- AND THE STATION ON THE LEFT.
 DN5208'
 DN5208'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5208'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5208'THE WEST END OF THE NORTHEAST CULVERT WING WALL APPROXIMATELY 1 M (3.3
 DN5208'FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5208'
 DN5208'THE STATION IS 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DN5208'35, 36.6 M (120.1 FT) SOUTH OF THE CENTERLINE OF AN ENTRANCE TO TWO
 DN5208'BUSINESSES, 22.4 M (73.5 FT) NORTH OF A -NO PASSING ZONE- SIGN POST,
 DN5208'21.1 M (69.2 FT) SOUTH OF A -LUCK POPULATION 1210- SIGN POST AND 0.8 M
 DN5208'(2.6 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DN5208'
 DN5208'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST,
 DN5208'NORTHEAST AND SOUTH EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5207 ***********************************************************************
 DN5207  DESIGNATION -  7P04
 DN5207  PID         -  DN5207
 DN5207  STATE/COUNTY-  WI/POLK
 DN5207  COUNTRY     -  US
 DN5207  USGS QUAD   -  FREDERIC (2018)
 DN5207
 DN5207                         *CURRENT SURVEY CONTROL
 DN5207  ______________________________________________________________________
 DN5207* NAD 83(1986) POSITION- 45 37 40.83   (N) 092 29 19.48   (W)   HD_HELD1
 DN5207* NAVD 88 ORTHO HEIGHT -   346.940 (meters)     1138.25  (feet) ADJUSTED
 DN5207  ______________________________________________________________________
 DN5207  GEOID HEIGHT    -        -27.360 (meters)                     GEOID18
 DN5207  DYNAMIC HEIGHT  -        346.948 (meters)     1138.28  (feet) COMP
 DN5207  MODELED GRAVITY -    980,628.4   (mgal)                       NAVD 88
 DN5207
 DN5207  VERT ORDER      -  SECOND    CLASS I
 DN5207
 DN5207.The horizontal coordinates were determined by differentially corrected
 DN5207.hand held GPS observations or other comparable positioning techniques
 DN5207.and have an estimated accuracy of +/- 3 meters.
 DN5207
 DN5207.The orthometric height was determined by differential leveling and
 DN5207.adjusted by the WI DEPT OF TRANSP
 DN5207.in May 2012.
 DN5207
 DN5207.No vertical observational check was made to the station.
 DN5207
 DN5207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5207.GEOID18 height accuracy estimate available here.
 DN5207
 DN5207.Click photographs - Photos may exist for this station.
 DN5207
 DN5207.The dynamic height is computed by dividing the NAVD 88
 DN5207.geopotential number by the normal gravity value computed on the
 DN5207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5207.degrees latitude (g = 980.6199 gals.).
 DN5207
 DN5207.The modeled gravity was interpolated from observed gravity values.
 DN5207
 DN5207;                    North         East    Units  Estimated Accuracy
 DN5207;SPC WI C     -   202,406.7     405,951.0     MT  (+/- 3 meters HH1 GPS) 
 DN5207
 DN5207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3985252845(NAD 83)
 DN5207
 DN5207                          SUPERSEDED SURVEY CONTROL
 DN5207
 DN5207.No superseded survey control is available for this station.
 DN5207
 DN5207_MARKER: DD = SURVEY DISK
 DN5207_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN5207_SP_SET: CULVERT WING WALL
 DN5207_STAMPING: 7P04 2006
 DN5207_MARK LOGO: WIDT
 DN5207_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5207+STABILITY: SURFACE MOTION
 DN5207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5207+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2009
 DN5207
 DN5207  HISTORY     - Date     Condition        Report By
 DN5207  HISTORY     - 2005     MONUMENTED       WIDT
 DN5207  HISTORY     - 20090512 GOOD             WIDT
 DN5207
 DN5207                          STATION DESCRIPTION
 DN5207
 DN5207'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5207'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (WISCONSIN
 DN5207'AVENUE) WITH STATE HIGHWAY 48 (OAK STREET) IN THE VILLAGE OF FREDERIC,
 DN5207'GO SOUTH ON STATE HIGHWAY 35 AND STATE HIGHWAY 48 FOR 1.3 MI (2.1 KM)
 DN5207'TO COUNTY HIGHWAY WEST LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 35 AND
 DN5207'STATE HIGHWAY 48 FOR 1.5 MI (2.4 KM) TO 160TH STREET RIGHT, CULVERT
 DN5207'-C-181-36- LEFT AND THE STATION ON THE LEFT.
 DN5207'
 DN5207'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5207'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5207'THE WEST END OF THE SOUTHEAST CULVERT WING WALL APPROXIMATELY 0.6 M
 DN5207'(2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5207'
 DN5207'THE STATION IS 6.7 M (22.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DN5207'35 AND STATE HIGHWAY 48, APPROXIMATELY 84.5 M (277.2 FT) NORTH OF
 DN5207'290TH AVENUE, 9.9 M (32.5 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 DN5207'160TH STREET, 0.3 M (1.0 FT) EAST OF A METAL GUARD RAIL, 16 CM (6
 DN5207'INCHES) NORTH OF A WOOD GUARD RAIL POST AND 1.1 M (3.6 FT) WEST OF A
 DN5207'WHITE PLASTIC WITNESS POST.
 DN5207'
 DN5207'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5207'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5206 ***********************************************************************
 DN5206  DESIGNATION -  7P05
 DN5206  PID         -  DN5206
 DN5206  STATE/COUNTY-  WI/POLK
 DN5206  COUNTRY     -  US
 DN5206  USGS QUAD   -  FREDERIC (2018)
 DN5206
 DN5206                         *CURRENT SURVEY CONTROL
 DN5206  ______________________________________________________________________
 DN5206* NAD 83(1986) POSITION- 45 39 13.24   (N) 092 28 02.84   (W)   HD_HELD1
 DN5206* NAVD 88 ORTHO HEIGHT -   368.569 (meters)     1209.21  (feet) ADJUSTED
 DN5206  ______________________________________________________________________
 DN5206  GEOID HEIGHT    -        -27.320 (meters)                     GEOID18
 DN5206  DYNAMIC HEIGHT  -        368.578 (meters)     1209.24  (feet) COMP
 DN5206  MODELED GRAVITY -    980,629.5   (mgal)                       NAVD 88
 DN5206
 DN5206  VERT ORDER      -  SECOND    CLASS I
 DN5206
 DN5206.The horizontal coordinates were determined by differentially corrected
 DN5206.hand held GPS observations or other comparable positioning techniques
 DN5206.and have an estimated accuracy of +/- 3 meters.
 DN5206
 DN5206.The orthometric height was determined by differential leveling and
 DN5206.adjusted by the WI DEPT OF TRANSP
 DN5206.in May 2012.
 DN5206
 DN5206.No vertical observational check was made to the station.
 DN5206
 DN5206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5206.GEOID18 height accuracy estimate available here.
 DN5206
 DN5206.Click photographs - Photos may exist for this station.
 DN5206
 DN5206.The dynamic height is computed by dividing the NAVD 88
 DN5206.geopotential number by the normal gravity value computed on the
 DN5206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5206.degrees latitude (g = 980.6199 gals.).
 DN5206
 DN5206.The modeled gravity was interpolated from observed gravity values.
 DN5206
 DN5206;                    North         East    Units  Estimated Accuracy
 DN5206;SPC WI C     -   205,207.9     407,697.1     MT  (+/- 3 meters HH1 GPS) 
 DN5206
 DN5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4149255707(NAD 83)
 DN5206
 DN5206                          SUPERSEDED SURVEY CONTROL
 DN5206
 DN5206.No superseded survey control is available for this station.
 DN5206
 DN5206_MARKER: DD = SURVEY DISK
 DN5206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5206_STAMPING: 7P05 2006
 DN5206_MARK LOGO: WIDT
 DN5206_PROJECTION: FLUSH
 DN5206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5206+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2009
 DN5206
 DN5206  HISTORY     - Date     Condition        Report By
 DN5206  HISTORY     - 2005     MONUMENTED       WIDT
 DN5206  HISTORY     - 20090512 GOOD             WIDT
 DN5206
 DN5206                          STATION DESCRIPTION
 DN5206
 DN5206'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5206'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (WISCONSIN
 DN5206'AVENUE) WITH STATE HIGHWAY 48 (OAK STREET) IN THE VILLAGE OF FREDERIC,
 DN5206'GO SOUTH ON STATE HIGHWAY 35 AND STATE HIGHWAY 48 (WISCONSIN AVENUE)
 DN5206'FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DN5206'
 DN5206'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5206'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5206'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5206'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5206'
 DN5206'THE STATION IS 22.6 M (74.1 FT) WEST OF THE CENTERLINE OF STATE
 DN5206'HIGHWAY 35 AND STATE HIGHWAY 48 (WISCONSIN AVENUE), APPROXIMATELY 95.0
 DN5206'M (311.7 FT) NORTH OF THE CENTER PIPE OF A FREDERIC WATER TOWER, 30.2
 DN5206'M (99.1 FT) SOUTH OF THE EXTENDED CENTERLINE OF LOCUST STREET, 22.8 M
 DN5206'(74.8 FT) SOUTH OF THE CENTERLINE OF THE ENTRANCE TO A CAR WASH AND
 DN5206'GAS STATION, 15.7 M (51.5 FT) NORTHWEST OF AN -ADOPT-A-HIGHWAY- SIGN
 DN5206'POST, 14.3 M (46.9 FT) SOUTHWEST OF A LIGHT POLE AND IS 1 M (3.3 FT)
 DN5206'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5206'
 DN5206'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5206'DEGREES ABOVE THE HORIZON EXCEPT FOR A WATER TOWER 95 M (311.7 FT)
 DN5206'SOUTH OF THE STATION EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5205 ***********************************************************************
 DN5205  DESIGNATION -  7P06
 DN5205  PID         -  DN5205
 DN5205  STATE/COUNTY-  WI/POLK
 DN5205  COUNTRY     -  US
 DN5205  USGS QUAD   -  FREDERIC (2018)
 DN5205
 DN5205                         *CURRENT SURVEY CONTROL
 DN5205  ______________________________________________________________________
 DN5205* NAD 83(1986) POSITION- 45 41 40.8    (N) 092 25 37.8    (W)   HD_HELD2
 DN5205* NAVD 88 ORTHO HEIGHT -   336.830 (meters)     1105.08  (feet) ADJUSTED
 DN5205  ______________________________________________________________________
 DN5205  GEOID HEIGHT    -        -27.277 (meters)                     GEOID18
 DN5205  DYNAMIC HEIGHT  -        336.839 (meters)     1105.11  (feet) COMP
 DN5205  MODELED GRAVITY -    980,632.5   (mgal)                       NAVD 88
 DN5205
 DN5205  VERT ORDER      -  SECOND    CLASS I
 DN5205
 DN5205.The horizontal coordinates were established by autonomous hand held GPS
 DN5205.observations and have an estimated accuracy of +/- 10 meters.
 DN5205
 DN5205.The orthometric height was determined by differential leveling and
 DN5205.adjusted by the WI DEPT OF TRANSP
 DN5205.in May 2012.
 DN5205
 DN5205.No vertical observational check was made to the station.
 DN5205
 DN5205.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5205.GEOID18 height accuracy estimate available here.
 DN5205
 DN5205.Click photographs - Photos may exist for this station.
 DN5205
 DN5205.The dynamic height is computed by dividing the NAVD 88
 DN5205.geopotential number by the normal gravity value computed on the
 DN5205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5205.degrees latitude (g = 980.6199 gals.).
 DN5205
 DN5205.The modeled gravity was interpolated from observed gravity values.
 DN5205
 DN5205;                    North         East    Units  Estimated Accuracy
 DN5205;SPC WI C     -   209,667.      410,972.      MT  (+/- 10 meters HH2 GPS)
 DN5205
 DN5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4459960283(NAD 83)
 DN5205
 DN5205                          SUPERSEDED SURVEY CONTROL
 DN5205
 DN5205.No superseded survey control is available for this station.
 DN5205
 DN5205_MARKER: DD = SURVEY DISK
 DN5205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5205_STAMPING: 7P06 2006
 DN5205_MARK LOGO: WIDT
 DN5205_PROJECTION: FLUSH
 DN5205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5205+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2009
 DN5205
 DN5205  HISTORY     - Date     Condition        Report By
 DN5205  HISTORY     - 2005     MONUMENTED       WIDT
 DN5205  HISTORY     - 20090512 GOOD             WIDT
 DN5205
 DN5205                          STATION DESCRIPTION
 DN5205
 DN5205'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (WISCONSIN
 DN5205'AVENUE) WITH STATE HIGHWAY 48 (OAK STREET) IN THE VILLAGE OF FREDERIC,
 DN5205'GO NORTH AND NORTHEAST ON STATE HIGHWAY 35 FOR 3.1 MI (5.0 KM) TO
 DN5205'130TH STREET.  TURN LEFT AND GO NORTH ON 130TH STREET FOR 0.05 MI (0.1
 DN5205'KM) TO THE STATION ON THE LEFT.
 DN5205'
 DN5205'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5205'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5205'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5205'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5205'
 DN5205'THE STATION IS 7.9 M (25.9 FT) WEST OF THE CENTERLINE OF 130TH STREET,
 DN5205'96.6 M (316.9 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 35, 61.8 M
 DN5205'(202.8 FT) NORTH OF THE CENTERLINE OF THE GANDY DANCER TRAIL, 35.9 M
 DN5205'(117.8 FT) NORTHWEST OF A POWER POLE WITH THREE GUY WIRES, 21.6 M
 DN5205'(70.9 FT) SOUTH OF A METAL RIGHT-OF-WAY POST, 2.5 M (8.2 FT) EAST OF A
 DN5205'CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5205'SURROUNDING THE STATION.
 DN5205'
 DN5205'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5205'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5204 ***********************************************************************
 DN5204  DESIGNATION -  7P07
 DN5204  PID         -  DN5204
 DN5204  STATE/COUNTY-  WI/POLK
 DN5204  COUNTRY     -  US
 DN5204  USGS QUAD   -  FREDERIC (2018)
 DN5204
 DN5204                         *CURRENT SURVEY CONTROL
 DN5204  ______________________________________________________________________
 DN5204* NAD 83(1986) POSITION- 45 42 58.6    (N) 092 23 33.8    (W)   HD_HELD2
 DN5204* NAVD 88 ORTHO HEIGHT -   317.229 (meters)     1040.78  (feet) ADJUSTED
 DN5204  ______________________________________________________________________
 DN5204  GEOID HEIGHT    -        -27.286 (meters)                     GEOID18
 DN5204  DYNAMIC HEIGHT  -        317.238 (meters)     1040.81  (feet) COMP
 DN5204  MODELED GRAVITY -    980,634.3   (mgal)                       NAVD 88
 DN5204
 DN5204  VERT ORDER      -  SECOND    CLASS I
 DN5204
 DN5204.The horizontal coordinates were established by autonomous hand held GPS
 DN5204.observations and have an estimated accuracy of +/- 10 meters.
 DN5204
 DN5204.The orthometric height was determined by differential leveling and
 DN5204.adjusted by the WI DEPT OF TRANSP
 DN5204.in May 2012.
 DN5204
 DN5204.No vertical observational check was made to the station.
 DN5204
 DN5204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5204.GEOID18 height accuracy estimate available here.
 DN5204
 DN5204.Click photographs - Photos may exist for this station.
 DN5204
 DN5204.The dynamic height is computed by dividing the NAVD 88
 DN5204.geopotential number by the normal gravity value computed on the
 DN5204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5204.degrees latitude (g = 980.6199 gals.).
 DN5204
 DN5204.The modeled gravity was interpolated from observed gravity values.
 DN5204
 DN5204;                    North         East    Units  Estimated Accuracy
 DN5204;SPC WI C     -   211,989.      413,725.      MT  (+/- 10 meters HH2 GPS)
 DN5204
 DN5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4726262704(NAD 83)
 DN5204
 DN5204                          SUPERSEDED SURVEY CONTROL
 DN5204
 DN5204.No superseded survey control is available for this station.
 DN5204
 DN5204_MARKER: DD = SURVEY DISK
 DN5204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5204_STAMPING: 7P07 2006
 DN5204_MARK LOGO: WIDT
 DN5204_PROJECTION: FLUSH
 DN5204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5204+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2009
 DN5204
 DN5204  HISTORY     - Date     Condition        Report By
 DN5204  HISTORY     - 2005     MONUMENTED       WIDT
 DN5204  HISTORY     - 20090514 GOOD             WIDT
 DN5204
 DN5204                          STATION DESCRIPTION
 DN5204
 DN5204'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5204'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5204'HIGHWAY EAST IN THE COMMUNITY OF LEWIS, APPROXIMATELY 5 MI (8.0 KM)
 DN5204'NORTHEAST OF THE VILLAGE OF FREDERIC, GO NORTHEAST ON STATE HIGHWAY 35
 DN5204'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DN5204'
 DN5204'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5204'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5204'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5204'GROUND AND APPROXIMATELY 1.2 M (3.9 FT) LOWER THAN THE HIGHWAY
 DN5204'PAVEMENT.
 DN5204'
 DN5204'THE STATION IS 13.4 M (44.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DN5204'HIGHWAY 35, 58.6 M (192.3 FT) SOUTHWEST OF A -NO PASSING ZONE- SIGN
 DN5204'POST, 29.4 M (96.5 FT) EAST OF A -REDUCE SPEED AHEAD 45 MPH- SIGN
 DN5204'POST, 2.2 M (7.2 FT) NORTHWEST OF A CULTIVATED FIELD AND IS 1 M (3.3
 DN5204'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5204'
 DN5204'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5204'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5203 ***********************************************************************
 DN5203  DESIGNATION -  7P08
 DN5203  PID         -  DN5203
 DN5203  STATE/COUNTY-  WI/BURNETT
 DN5203  COUNTRY     -  US
 DN5203  USGS QUAD   -  FREDERIC (2018)
 DN5203
 DN5203                         *CURRENT SURVEY CONTROL
 DN5203  ______________________________________________________________________
 DN5203* NAD 83(1986) POSITION- 45 44 14.0    (N) 092 22 51.9    (W)   HD_HELD2
 DN5203* NAVD 88 ORTHO HEIGHT -   328.436 (meters)     1077.54  (feet) ADJUSTED
 DN5203  ______________________________________________________________________
 DN5203  GEOID HEIGHT    -        -27.220 (meters)                     GEOID18
 DN5203  DYNAMIC HEIGHT  -        328.448 (meters)     1077.58  (feet) COMP
 DN5203  MODELED GRAVITY -    980,640.8   (mgal)                       NAVD 88
 DN5203
 DN5203  VERT ORDER      -  SECOND    CLASS I
 DN5203
 DN5203.The horizontal coordinates were established by autonomous hand held GPS
 DN5203.observations and have an estimated accuracy of +/- 10 meters.
 DN5203
 DN5203.The orthometric height was determined by differential leveling and
 DN5203.adjusted by the WI DEPT OF TRANSP
 DN5203.in May 2012.
 DN5203
 DN5203.No vertical observational check was made to the station.
 DN5203
 DN5203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5203.GEOID18 height accuracy estimate available here.
 DN5203
 DN5203.Click photographs - Photos may exist for this station.
 DN5203
 DN5203.The dynamic height is computed by dividing the NAVD 88
 DN5203.geopotential number by the normal gravity value computed on the
 DN5203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5203.degrees latitude (g = 980.6199 gals.).
 DN5203
 DN5203.The modeled gravity was interpolated from observed gravity values.
 DN5203
 DN5203;                    North         East    Units  Estimated Accuracy
 DN5203;SPC WI N     -    66,191.      414,715.      MT  (+/- 10 meters HH2 GPS)
 DN5203
 DN5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4815065038(NAD 83)
 DN5203
 DN5203                          SUPERSEDED SURVEY CONTROL
 DN5203
 DN5203.No superseded survey control is available for this station.
 DN5203
 DN5203_MARKER: DD = SURVEY DISK
 DN5203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5203_STAMPING: 7P08 2006
 DN5203_MARK LOGO: WIDT
 DN5203_PROJECTION: FLUSH
 DN5203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5203+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DN5203
 DN5203  HISTORY     - Date     Condition        Report By
 DN5203  HISTORY     - 2005     MONUMENTED       WIDT
 DN5203  HISTORY     - 20090518 GOOD             WIDT
 DN5203
 DN5203                          STATION DESCRIPTION
 DN5203
 DN5203'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5203'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5203'HIGHWAY 70 WEST AND COUNTY HIGHWAY B EAST IN THE VILLAGE OF SIREN, GO
 DN5203'SOUTH ON STATE HIGHWAY 35 FOR 3.0 MI (4.8 KM) TO ELBOW LAKE ROAD
 DN5203'RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 35 FOR 0.30 MI (0.5 KM) TO THE
 DN5203'STATION ON THE LEFT.
 DN5203'
 DN5203'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5203'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5203'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5203'GROUND AND APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 DN5203'PAVEMENT.
 DN5203'
 DN5203'THE STATION IS 14.4 M (47.2 FT) EAST OF THE CENTERLINE OF STATE
 DN5203'HIGHWAY 35, 0.24 MI (0.4 KM) NORTH OF GODFREY LAKE ROAD, 0.08 MI (0.1
 DN5203'KM) NORTH OF THE ENTRANCE TO -MELVIN WEST. DANIELS MEMORIAL PARK-,
 DN5203'32.0 M (105.0 FT) EAST-SOUTHEAST OF ELECTRICAL BOX -1-42-3-, 18.2 M
 DN5203'(59.7 FT) NORTH OF POWER POLE -G1070-, 16.1 M (52.8 FT) WEST-SOUTHWEST
 DN5203'OF A METAL RIGHT-OF-WAY POST, 7.6 M (24.9 FT) WEST-SOUTHWEST OF A
 DN5203'METAL RIGHT-OF-WAY POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5203'T-POSTS SURROUNDING THE STATION.
 DN5203'
 DN5203'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5203'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5202 ***********************************************************************
 DN5202  DESIGNATION -  7P09
 DN5202  PID         -  DN5202
 DN5202  STATE/COUNTY-  WI/BURNETT
 DN5202  COUNTRY     -  US
 DN5202  USGS QUAD   -  SIREN WEST (2018)
 DN5202
 DN5202                         *CURRENT SURVEY CONTROL
 DN5202  ______________________________________________________________________
 DN5202* NAD 83(1986) POSITION- 45 45 36.4    (N) 092 22 54.4    (W)   HD_HELD2
 DN5202* NAVD 88 ORTHO HEIGHT -   311.755 (meters)     1022.82  (feet) ADJUSTED
 DN5202  ______________________________________________________________________
 DN5202  GEOID HEIGHT    -        -27.108 (meters)                     GEOID18
 DN5202  DYNAMIC HEIGHT  -        311.769 (meters)     1022.86  (feet) COMP
 DN5202  MODELED GRAVITY -    980,649.1   (mgal)                       NAVD 88
 DN5202
 DN5202  VERT ORDER      -  SECOND    CLASS I
 DN5202
 DN5202.The horizontal coordinates were established by autonomous hand held GPS
 DN5202.observations and have an estimated accuracy of +/- 10 meters.
 DN5202
 DN5202.The orthometric height was determined by differential leveling and
 DN5202.adjusted by the WI DEPT OF TRANSP
 DN5202.in May 2012.
 DN5202
 DN5202.No vertical observational check was made to the station.
 DN5202
 DN5202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5202.GEOID18 height accuracy estimate available here.
 DN5202
 DN5202.Click photographs - Photos may exist for this station.
 DN5202
 DN5202.The dynamic height is computed by dividing the NAVD 88
 DN5202.geopotential number by the normal gravity value computed on the
 DN5202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5202.degrees latitude (g = 980.6199 gals.).
 DN5202
 DN5202.The modeled gravity was interpolated from observed gravity values.
 DN5202
 DN5202;                    North         East    Units  Estimated Accuracy
 DN5202;SPC WI N     -    68,736.      414,737.      MT  (+/- 10 meters HH2 GPS)
 DN5202
 DN5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4807667580(NAD 83)
 DN5202
 DN5202                          SUPERSEDED SURVEY CONTROL
 DN5202
 DN5202.No superseded survey control is available for this station.
 DN5202
 DN5202_MARKER: DD = SURVEY DISK
 DN5202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5202_STAMPING: 7P09 2006
 DN5202_MARK LOGO: WIDT
 DN5202_PROJECTION: FLUSH
 DN5202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5202+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DN5202
 DN5202  HISTORY     - Date     Condition        Report By
 DN5202  HISTORY     - 2005     MONUMENTED       WIDT
 DN5202  HISTORY     - 20090518 GOOD             WIDT
 DN5202
 DN5202                          STATION DESCRIPTION
 DN5202
 DN5202'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5202'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5202'HIGHWAY 70 WEST AND COUNTY HIGHWAY B EAST IN THE VILLAGE OF SIREN, GO
 DN5202'SOUTH ON STATE HIGHWAY 35 FOR 1.6 MI (2.6 KM) TO TEWALT ROAD RIGHT.
 DN5202'CONTINUE SOUTH ON STATE HIGHWAY 35 FOR 0.19 MI (0.3 KM) TO THE STATION
 DN5202'ON THE RIGHT.
 DN5202'
 DN5202'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5202'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5202'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5202'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5202'THE STATION IS 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF STATE
 DN5202'HIGHWAY 35, 0.32 MI (0.5 KM) NORTH OF BURNIKEL ROAD, 29.1 M (95.5 FT)
 DN5202'SOUTHWEST OF A -SPEED LIMIT 40 AHEAD- WOODEN SIGN POST, 27.8 M (91.2
 DN5202'FT) SOUTH OF TELEPHONE PEDESTAL -1 32-, 3 M (9.8 FT) EAST OF A
 DN5202'CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5202'SURROUNDING THE STATION.
 DN5202'
 DN5202'--NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN5202'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5331 ***********************************************************************
 DN5331  DESIGNATION -  7P10
 DN5331  PID         -  DN5331
 DN5331  STATE/COUNTY-  WI/BURNETT
 DN5331  COUNTRY     -  US
 DN5331  USGS QUAD   -  SIREN WEST (2018)
 DN5331
 DN5331                         *CURRENT SURVEY CONTROL
 DN5331  ______________________________________________________________________
 DN5331* NAD 83(1986) POSITION- 45 48 14.37   (N) 092 22 37.89   (W)   HD_HELD1
 DN5331* NAVD 88 ORTHO HEIGHT -   300.300 (meters)      985.23  (feet) ADJUSTED
 DN5331  ______________________________________________________________________
 DN5331  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 DN5331  DYNAMIC HEIGHT  -        300.317 (meters)      985.29  (feet) COMP
 DN5331  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DN5331
 DN5331  VERT ORDER      -  SECOND    CLASS I
 DN5331
 DN5331.The horizontal coordinates were determined by differentially corrected
 DN5331.hand held GPS observations or other comparable positioning techniques
 DN5331.and have an estimated accuracy of +/- 3 meters.
 DN5331
 DN5331.The orthometric height was determined by differential leveling and
 DN5331.adjusted by the WI DEPT OF TRANSP
 DN5331.in May 2012.
 DN5331
 DN5331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5331.GEOID18 height accuracy estimate available here.
 DN5331
 DN5331.Click photographs - Photos may exist for this station.
 DN5331
 DN5331.The dynamic height is computed by dividing the NAVD 88
 DN5331.geopotential number by the normal gravity value computed on the
 DN5331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5331.degrees latitude (g = 980.6199 gals.).
 DN5331
 DN5331.The modeled gravity was interpolated from observed gravity values.
 DN5331
 DN5331;                    North         East    Units  Estimated Accuracy
 DN5331;SPC WI N     -    73,599.7     415,239.7     MT  (+/- 3 meters HH1 GPS) 
 DN5331
 DN5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4839572458(NAD 83)
 DN5331
 DN5331                          SUPERSEDED SURVEY CONTROL
 DN5331
 DN5331.No superseded survey control is available for this station.
 DN5331
 DN5331_MARKER: DD = SURVEY DISK
 DN5331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5331_STAMPING: 7P10 2009
 DN5331_MARK LOGO: WIDT
 DN5331_PROJECTION: FLUSH
 DN5331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5331+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2009
 DN5331
 DN5331  HISTORY     - Date     Condition        Report By
 DN5331  HISTORY     - 2009     MONUMENTED       WIDT
 DN5331  HISTORY     - 20091119 GOOD             WIDT
 DN5331
 DN5331                          STATION DESCRIPTION
 DN5331
 DN5331'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5331'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND STATE
 DN5331'HIGHWAY 35 NORTH OF SIREN, GO SOUTH ON STATE HIGHWAY 35 FOR
 DN5331'APPROXIMATELY 1.9 MI (3.1 KM) TO A FRONTAGE ROAD.  TURN RIGHT AND GO
 DN5331'SOUTH ON THE FRONTAGE ROAD 0.1 MI (0.2 KM) TO THE STATION ON THE
 DN5331'RIGHT.
 DN5331'
 DN5331'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5331'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN5331'GROUND.
 DN5331'
 DN5331'THE STATION IS 0.1 MI (0.2 KM) SOUTHWEST OF NORTHSHORE DRIVE/STH 35
 DN5331'INTERSECTION, 25 FT (7.6 M) NORTHWEST OF FRONTAGE ROAD CENTERLINE,
 DN5331'APPROXIMATELY 2 FT (0.6 M) BELOW THE PAVEMENT AND IS 1 M (3.3 FT) FROM
 DN5331'THREE WHITE PLASTIC POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5191 ***********************************************************************
 DN5191  DESIGNATION -  7P11
 DN5191  PID         -  DN5191
 DN5191  STATE/COUNTY-  WI/BURNETT
 DN5191  COUNTRY     -  US
 DN5191  USGS QUAD   -  SIREN EAST (2018)
 DN5191
 DN5191                         *CURRENT SURVEY CONTROL
 DN5191  ______________________________________________________________________
 DN5191* NAD 83(1986) POSITION- 45 49 08.33   (N) 092 19 40.67   (W)   HD_HELD1
 DN5191* NAVD 88 ORTHO HEIGHT -   292.605 (meters)      959.99  (feet) ADJUSTED
 DN5191  ______________________________________________________________________
 DN5191  GEOID HEIGHT    -        -26.957 (meters)                     GEOID18
 DN5191  DYNAMIC HEIGHT  -        292.622 (meters)      960.04  (feet) COMP
 DN5191  MODELED GRAVITY -    980,666.4   (mgal)                       NAVD 88
 DN5191
 DN5191  VERT ORDER      -  SECOND    CLASS I
 DN5191
 DN5191.The horizontal coordinates were determined by differentially corrected
 DN5191.hand held GPS observations or other comparable positioning techniques
 DN5191.and have an estimated accuracy of +/- 3 meters.
 DN5191
 DN5191.The orthometric height was determined by differential leveling and
 DN5191.adjusted by the WI DEPT OF TRANSP
 DN5191.in May 2012.
 DN5191
 DN5191.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5191.GEOID18 height accuracy estimate available here.
 DN5191
 DN5191.Click photographs - Photos may exist for this station.
 DN5191
 DN5191.The dynamic height is computed by dividing the NAVD 88
 DN5191.geopotential number by the normal gravity value computed on the
 DN5191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5191.degrees latitude (g = 980.6199 gals.).
 DN5191
 DN5191.The modeled gravity was interpolated from observed gravity values.
 DN5191
 DN5191;                    North         East    Units  Estimated Accuracy
 DN5191;SPC WI N     -    75,151.6     419,113.5     MT  (+/- 3 meters HH1 GPS) 
 DN5191
 DN5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5220674154(NAD 83)
 DN5191
 DN5191                          SUPERSEDED SURVEY CONTROL
 DN5191
 DN5191.No superseded survey control is available for this station.
 DN5191
 DN5191_MARKER: DD = SURVEY DISK
 DN5191_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5191_SP_SET: BRIDGE ABUTMENT
 DN5191_STAMPING: 7P11 2009
 DN5191_MARK LOGO: WIDT
 DN5191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5191+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 DN5191
 DN5191  HISTORY     - Date     Condition        Report By
 DN5191  HISTORY     - 20090811 MONUMENTED       WIDT
 DN5191  HISTORY     - 20091201 GOOD             WIDT
 DN5191
 DN5191                          STATION DESCRIPTION
 DN5191
 DN5191'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5191'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5191'HIGHWAY 70 EAST ABOUT 2 MI (3.2 KM) NORTH OF THE CITY OF SIREN, GO
 DN5191'EAST OF STATE HIGHWAY 70 FOR 1.85 MI (3.0 KM) TO A BRIDGE OVER CLAM
 DN5191'LAKE AND THE STATION ON THE RIGHT.
 DN5191'
 DN5191'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5191'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5191'THE SOUTH END OF THE EAST BRIDGE ABUTMENT.
 DN5191'
 DN5191'IT IS 7.3 M (24.0 FT) SOUTH OF THE CENTER LINE OF STATE HIGHWAY 70 AND
 DN5191'3.8 M (12.5 FT) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5344 ***********************************************************************
 DN5344  DESIGNATION -  7P47
 DN5344  PID         -  DN5344
 DN5344  STATE/COUNTY-  WI/BURNETT
 DN5344  COUNTRY     -  US
 DN5344  USGS QUAD   -  WEBSTER (2018)
 DN5344
 DN5344                         *CURRENT SURVEY CONTROL
 DN5344  ______________________________________________________________________
 DN5344* NAD 83(1986) POSITION- 45 53 44.8    (N) 092 21 52.9    (W)   HD_HELD2
 DN5344* NAVD 88 ORTHO HEIGHT -   287.614 (meters)      943.61  (feet) ADJUSTED
 DN5344  ______________________________________________________________________
 DN5344  GEOID HEIGHT    -        -26.627 (meters)                     GEOID18
 DN5344  DYNAMIC HEIGHT  -        287.636 (meters)      943.69  (feet) COMP
 DN5344  MODELED GRAVITY -    980,682.2   (mgal)                       NAVD 88
 DN5344
 DN5344  VERT ORDER      -  SECOND    CLASS I
 DN5344
 DN5344.The horizontal coordinates were established by autonomous hand held GPS
 DN5344.observations and have an estimated accuracy of +/- 10 meters.
 DN5344
 DN5344.The orthometric height was determined by differential leveling and
 DN5344.adjusted by the WI DEPT OF TRANSP
 DN5344.in May 2012.
 DN5344
 DN5344.No vertical observational check was made to the station.
 DN5344
 DN5344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5344.GEOID18 height accuracy estimate available here.
 DN5344
 DN5344.Click photographs - Photos may exist for this station.
 DN5344
 DN5344.The dynamic height is computed by dividing the NAVD 88
 DN5344.geopotential number by the normal gravity value computed on the
 DN5344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5344.degrees latitude (g = 980.6199 gals.).
 DN5344
 DN5344.The modeled gravity was interpolated from observed gravity values.
 DN5344
 DN5344;                    North         East    Units  Estimated Accuracy
 DN5344;SPC WI N     -    83,768.      416,514.      MT  (+/- 10 meters HH2 GPS)
 DN5344
 DN5344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4928582664(NAD 83)
 DN5344
 DN5344                          SUPERSEDED SURVEY CONTROL
 DN5344
 DN5344.No superseded survey control is available for this station.
 DN5344
 DN5344_MARKER: DD = SURVEY DISK
 DN5344_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5344_SP_SET: BRIDGE WING WALL
 DN5344_STAMPING: 7P47 2006
 DN5344_MARK LOGO: WIDT
 DN5344_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5344+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2009
 DN5344
 DN5344  HISTORY     - Date     Condition        Report By
 DN5344  HISTORY     - 2006     MONUMENTED       WIDT
 DN5344  HISTORY     - 20091118 GOOD             WIDT
 DN5344
 DN5344                          STATION DESCRIPTION
 DN5344
 DN5344'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5344'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5344'HIGHWAY A APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE VILLAGE OF WEBSTER,
 DN5344'GO SOUTH ON STATE HIGHWAY 35 FOR 0.2 MI (0.3 KM) TO BRIDGE -B-7-19-86-
 DN5344'OVER THE YELLOW RIVER AND THE STATION ON THE LEFT.
 DN5344'
 DN5344'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5344'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5344'THE NORTHEAST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE HIGHWAY
 DN5344'PAVEMENT.
 DN5344'
 DN5344'THE STATION IS 6.9 M (22.6 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DN5344'35, 29.0 M (95.1 FT) SOUTHWEST OF POWER POLE -D-208- AND 0.9 M (3.0
 DN5344'FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DN5344'
 DN5344'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTHWEST
 DN5344'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5368 ***********************************************************************
 DN5368  DESIGNATION -  7P49
 DN5368  PID         -  DN5368
 DN5368  STATE/COUNTY-  WI/BURNETT
 DN5368  COUNTRY     -  US
 DN5368  USGS QUAD   -  POQUETTES LAKE (2018)
 DN5368
 DN5368                         *CURRENT SURVEY CONTROL
 DN5368  ______________________________________________________________________
 DN5368* NAD 83(1986) POSITION- 45 51 40.61   (N) 092 05 37.12   (W)   HD_HELD1
 DN5368* NAVD 88 ORTHO HEIGHT -   302.943 (meters)      993.91  (feet) ADJUSTED
 DN5368  ______________________________________________________________________
 DN5368  GEOID HEIGHT    -        -27.500 (meters)                     GEOID18
 DN5368  DYNAMIC HEIGHT  -        302.959 (meters)      993.96  (feet) COMP
 DN5368  MODELED GRAVITY -    980,659.0   (mgal)                       NAVD 88
 DN5368
 DN5368  VERT ORDER      -  SECOND    CLASS I
 DN5368
 DN5368.The horizontal coordinates were determined by differentially corrected
 DN5368.hand held GPS observations or other comparable positioning techniques
 DN5368.and have an estimated accuracy of +/- 3 meters.
 DN5368
 DN5368.The orthometric height was determined by differential leveling and
 DN5368.adjusted by the WI DEPT OF TRANSP
 DN5368.in May 2012.
 DN5368
 DN5368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5368.GEOID18 height accuracy estimate available here.
 DN5368
 DN5368.Click photographs - Photos may exist for this station.
 DN5368
 DN5368.The dynamic height is computed by dividing the NAVD 88
 DN5368.geopotential number by the normal gravity value computed on the
 DN5368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5368.degrees latitude (g = 980.6199 gals.).
 DN5368
 DN5368.The modeled gravity was interpolated from observed gravity values.
 DN5368
 DN5368;                    North         East    Units  Estimated Accuracy
 DN5368;SPC WI N     -    79,344.5     437,440.0     MT  (+/- 3 meters HH1 GPS) 
 DN5368
 DN5368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7035679034(NAD 83)
 DN5368
 DN5368                          SUPERSEDED SURVEY CONTROL
 DN5368
 DN5368.No superseded survey control is available for this station.
 DN5368
 DN5368_MARKER: DD = SURVEY DISK
 DN5368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5368_STAMPING: 7P49 2006
 DN5368_MARK LOGO: WIDT
 DN5368_PROJECTION: FLUSH
 DN5368_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5368+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DN5368
 DN5368  HISTORY     - Date     Condition        Report By
 DN5368  HISTORY     - 2005     MONUMENTED       WIDT
 DN5368  HISTORY     - 20100413 GOOD             WIDT
 DN5368
 DN5368                          STATION DESCRIPTION
 DN5368
 DN5368'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5368'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5368'HIGHWAY H APPROXIMATELY 4 MI (6.4 KM) EAST OF THE COMMUNITY OF HERTEL,
 DN5368'GO NORTH ON COUNTY HIGHWAY H FOR 3.0 MI (4.8 KM) TO OAK ROAD LEFT.
 DN5368'CONTINUE NORTH ON COUNTY HIGHWAY H FOR 0.15 MI (0.2 KM) TO THE STATION
 DN5368'ON THE RIGHT.
 DN5368'
 DN5368'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5368'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5368'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5368'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5368'PAVEMENT.
 DN5368'
 DN5368'THE STATION IS 10.9 M (35.8 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5368'HIGHWAY H, APPROXIMATELY 101 M (331.4 FT) SOUTH OF A -RIGHT CURVE
 DN5368'AHEAD- WOODEN SIGN POST, 42.3 M (138.8 FT) NORTH OF A POWER POLE WITH
 DN5368'ONE GUY WIRE, 36.5 M (119.8 FT) SOUTH OF A POWER POLE, 33.3 M (109.3
 DN5368'FT) NORTH OF THE EXTENDED CENTERLINE OF A WOODS ENTRANCE, 1.5 M (4.9
 DN5368'FT) WEST OF A BARBED WIRE FENCE AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5368'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5368'
 DN5368'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE MULTIPLE POWER LINES
 DN5368'OVERHEAD AND TREES IN THE WEST QUADRANTS EXTENDING TO 40 DEGREES ABOVE
 DN5368'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5367 ***********************************************************************
 DN5367  DESIGNATION -  7P50
 DN5367  PID         -  DN5367
 DN5367  STATE/COUNTY-  WI/BURNETT
 DN5367  COUNTRY     -  US
 DN5367  USGS QUAD   -  MCKENZIE LAKE (2018)
 DN5367
 DN5367                         *CURRENT SURVEY CONTROL
 DN5367  ______________________________________________________________________
 DN5367* NAD 83(1986) POSITION- 45 53 11.77   (N) 092 06 14.87   (W)   HD_HELD1
 DN5367* NAVD 88 ORTHO HEIGHT -   299.150 (meters)      981.46  (feet) ADJUSTED
 DN5367  ______________________________________________________________________
 DN5367  GEOID HEIGHT    -        -27.320 (meters)                     GEOID18
 DN5367  DYNAMIC HEIGHT  -        299.168 (meters)      981.52  (feet) COMP
 DN5367  MODELED GRAVITY -    980,667.3   (mgal)                       NAVD 88
 DN5367
 DN5367  VERT ORDER      -  SECOND    CLASS I
 DN5367
 DN5367.The horizontal coordinates were determined by differentially corrected
 DN5367.hand held GPS observations or other comparable positioning techniques
 DN5367.and have an estimated accuracy of +/- 3 meters.
 DN5367
 DN5367.The orthometric height was determined by differential leveling and
 DN5367.adjusted by the WI DEPT OF TRANSP
 DN5367.in May 2012.
 DN5367
 DN5367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5367.GEOID18 height accuracy estimate available here.
 DN5367
 DN5367.Click photographs - Photos may exist for this station.
 DN5367
 DN5367.The dynamic height is computed by dividing the NAVD 88
 DN5367.geopotential number by the normal gravity value computed on the
 DN5367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5367.degrees latitude (g = 980.6199 gals.).
 DN5367
 DN5367.The modeled gravity was interpolated from observed gravity values.
 DN5367
 DN5367;                    North         East    Units  Estimated Accuracy
 DN5367;SPC WI N     -    82,179.5     436,700.5     MT  (+/- 3 meters HH1 GPS) 
 DN5367
 DN5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6951081838(NAD 83)
 DN5367
 DN5367                          SUPERSEDED SURVEY CONTROL
 DN5367
 DN5367.No superseded survey control is available for this station.
 DN5367
 DN5367_MARKER: DD = SURVEY DISK
 DN5367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5367_STAMPING: 7P50 2006
 DN5367_MARK LOGO: WIDT
 DN5367_PROJECTION: FLUSH
 DN5367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5367+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 DN5367
 DN5367  HISTORY     - Date     Condition        Report By
 DN5367  HISTORY     - 2005     MONUMENTED       WIDT
 DN5367  HISTORY     - 20100420 GOOD             WIDT
 DN5367
 DN5367                          STATION DESCRIPTION
 DN5367
 DN5367'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5367'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5367'HIGHWAY H APPROXIMATELY 4 MI (6.4 KM) EAST OF THE COMMUNITY OF HERTEL,
 DN5367'GO NORTH ON COUNTY HIGHWAY H FOR 4.3 MI (6.9 KM) TO COUNTY HIGHWAY G
 DN5367'RIGHT.  CONTINUE NORTH THEN NORTHWEST ON COUNTY HIGHWAY H FOR 1.00 MI
 DN5367'(1.6 KM) TO THE STATION ON THE LEFT.
 DN5367'
 DN5367'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5367'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5367'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5367'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5367'
 DN5367'THE STATION IS 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF COUNTY
 DN5367'HIGHWAY H, 56.5 M (185.4 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DN5367'H CURVING WEST AND THE EXTENDED CENTERLINE OF WEST BENOIT LAKE ROAD,
 DN5367'15.6 M (51.2 FT) NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE -26709-,
 DN5367'7.6 M (24.9 FT) NORTH OF THE TOP CENTER OF TELEPHONE PEDESTAL -3B 9A
 DN5367'20 19- ATTACHED TO A WOODEN POST WITH AN ORANGE -WARNING BURIED CABLE-
 DN5367'SIGN, 1.4 M (4.6 FT) EAST OF A BARBED WIRE FENCE AND IS 1 M (3.3 FT)
 DN5367'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5367'
 DN5367'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTHWEST
 DN5367'EXTENDING TO 50 DEGREES, A TREE TO THE SOUTHEAST EXTENDING TO 30
 DN5367'DEGREES AND A TREE TO THE NORTHWEST EXTENDING TO 70 DEGREES ABOVE THE
 DN5367'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5365 ***********************************************************************
 DN5365  DESIGNATION -  7P51
 DN5365  PID         -  DN5365
 DN5365  STATE/COUNTY-  WI/BURNETT
 DN5365  COUNTRY     -  US
 DN5365  USGS QUAD   -  MCKENZIE LAKE (2018)
 DN5365
 DN5365                         *CURRENT SURVEY CONTROL
 DN5365  ______________________________________________________________________
 DN5365* NAD 83(1986) POSITION- 45 55 45.47   (N) 092 06 23.81   (W)   HD_HELD1
 DN5365* NAVD 88 ORTHO HEIGHT -   312.916 (meters)     1026.63  (feet) ADJUSTED
 DN5365  ______________________________________________________________________
 DN5365  GEOID HEIGHT    -        -27.114 (meters)                     GEOID18
 DN5365  DYNAMIC HEIGHT  -        312.939 (meters)     1026.70  (feet) COMP
 DN5365  MODELED GRAVITY -    980,677.5   (mgal)                       NAVD 88
 DN5365
 DN5365  VERT ORDER      -  SECOND    CLASS I
 DN5365
 DN5365.The horizontal coordinates were determined by differentially corrected
 DN5365.hand held GPS observations or other comparable positioning techniques
 DN5365.and have an estimated accuracy of +/- 3 meters.
 DN5365
 DN5365.The orthometric height was determined by differential leveling and
 DN5365.adjusted by the WI DEPT OF TRANSP
 DN5365.in May 2012.
 DN5365
 DN5365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5365.GEOID18 height accuracy estimate available here.
 DN5365
 DN5365.Click photographs - Photos may exist for this station.
 DN5365
 DN5365.The dynamic height is computed by dividing the NAVD 88
 DN5365.geopotential number by the normal gravity value computed on the
 DN5365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5365.degrees latitude (g = 980.6199 gals.).
 DN5365
 DN5365.The modeled gravity was interpolated from observed gravity values.
 DN5365
 DN5365;                    North         East    Units  Estimated Accuracy
 DN5365;SPC WI N     -    86,928.2     436,633.7     MT  (+/- 3 meters HH1 GPS) 
 DN5365
 DN5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6926486579(NAD 83)
 DN5365
 DN5365                          SUPERSEDED SURVEY CONTROL
 DN5365
 DN5365.No superseded survey control is available for this station.
 DN5365
 DN5365_MARKER: DD = SURVEY DISK
 DN5365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5365_STAMPING: 7P51 2006
 DN5365_MARK LOGO: WIDT
 DN5365_PROJECTION: FLUSH
 DN5365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5365+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 DN5365
 DN5365  HISTORY     - Date     Condition        Report By
 DN5365  HISTORY     - 2005     MONUMENTED       WIDT
 DN5365  HISTORY     - 20100420 GOOD             WIDT
 DN5365
 DN5365                          STATION DESCRIPTION
 DN5365
 DN5365'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5365'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DN5365'HIGHWAY A APPROXIMATELY 5 MI (8.0 KM) SOUTH-SOUTHEAST OF THE COMMUNITY
 DN5365'OF WEBB LAKE, GO SOUTH ON COUNTY HIGHWAY H FOR 1.0 MI (1.6 KM) TO OAK
 DN5365'LAKE ROAD RIGHT.  TURN RIGHT AND GO WEST ON OAK LAKE ROAD FOR 93 M
 DN5365'(305.1 FT) TO THE STATION ON THE LEFT.
 DN5365'
 DN5365'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5365'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5365'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5365'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5365'
 DN5365'THE STATION IS 9.3 M (30.5 FT) SOUTH OF THE CENTERLINE OF OAK LAKE
 DN5365'ROAD, 27.4 M (89.9 FT) SOUTHWEST OF A -35 MPH- METAL SIGN POST, 11.2 M
 DN5365'(36.7 FT) WEST OF A WOODEN FENCE POST, 1 M (3.3 FT) NORTH OF A
 DN5365'CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5365'SURROUNDING THE STATION.
 DN5365'
 DN5365'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5365'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5364 ***********************************************************************
 DN5364  DESIGNATION -  7P52
 DN5364  PID         -  DN5364
 DN5364  STATE/COUNTY-  WI/BURNETT
 DN5364  COUNTRY     -  US
 DN5364  USGS QUAD   -  MCKENZIE LAKE (2018)
 DN5364
 DN5364                         *CURRENT SURVEY CONTROL
 DN5364  ______________________________________________________________________
 DN5364* NAD 83(1986) POSITION- 45 57 11.5    (N) 092 06 16.1    (W)   HD_HELD2
 DN5364* NAVD 88 ORTHO HEIGHT -   310.136 (meters)     1017.50  (feet) ADJUSTED
 DN5364  ______________________________________________________________________
 DN5364  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 DN5364  DYNAMIC HEIGHT  -        310.160 (meters)     1017.58  (feet) COMP
 DN5364  MODELED GRAVITY -    980,682.1   (mgal)                       NAVD 88
 DN5364
 DN5364  VERT ORDER      -  SECOND    CLASS I
 DN5364
 DN5364.The horizontal coordinates were established by autonomous hand held GPS
 DN5364.observations and have an estimated accuracy of +/- 10 meters.
 DN5364
 DN5364.The orthometric height was determined by differential leveling and
 DN5364.adjusted by the WI DEPT OF TRANSP
 DN5364.in May 2012.
 DN5364
 DN5364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5364.GEOID18 height accuracy estimate available here.
 DN5364
 DN5364.Click photographs - Photos may exist for this station.
 DN5364
 DN5364.The dynamic height is computed by dividing the NAVD 88
 DN5364.geopotential number by the normal gravity value computed on the
 DN5364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5364.degrees latitude (g = 980.6199 gals.).
 DN5364
 DN5364.The modeled gravity was interpolated from observed gravity values.
 DN5364
 DN5364;                    North         East    Units  Estimated Accuracy
 DN5364;SPC WI N     -    89,579.      436,870.      MT  (+/- 10 meters HH2 GPS)
 DN5364
 DN5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6940189236(NAD 83)
 DN5364
 DN5364                          SUPERSEDED SURVEY CONTROL
 DN5364
 DN5364.No superseded survey control is available for this station.
 DN5364
 DN5364_MARKER: DD = SURVEY DISK
 DN5364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5364_STAMPING: 7P52 2006
 DN5364_MARK LOGO: WIDT
 DN5364_PROJECTION: FLUSH
 DN5364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5364+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 DN5364
 DN5364  HISTORY     - Date     Condition        Report By
 DN5364  HISTORY     - 2005     MONUMENTED       WIDT
 DN5364  HISTORY     - 20100420 GOOD             WIDT
 DN5364
 DN5364                          STATION DESCRIPTION
 DN5364
 DN5364'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5364'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DN5364'HIGHWAY A APPROXIMATELY 5 MI (8.0 KM) SOUTH-SOUTHEAST OF THE COMMUNITY
 DN5364'OF WEBB LAKE, GO NORTH ON COUNTY HIGHWAY H FOR 0.70 MI (1.1 KM) TO THE
 DN5364'STATION ON THE LEFT.
 DN5364'
 DN5364'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5364'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5364'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5364'GROUND AND APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 DN5364'PAVEMENT.
 DN5364'
 DN5364'THE STATION IS 10.5 M (34.4 FT) WEST OF THE CENTERLINE OF COUNTY
 DN5364'HIGHWAY H, 0.33 MI (0.5 KM) SOUTH OF LONG LAKE ROAD WEST AND SWISS
 DN5364'TRAIL EAST, 43.5 M (142.7 FT) NORTH OF THE EXTENDED CENTERLINE OF A
 DN5364'WOODS ENTRANCE, 21.4 M (70.2 FT) NORTH OF A POWER POLE WITH ONE GUY
 DN5364'WIRE AND WIRES CROSSING OVER THE HIGHWAY, 15.2 M (49.9 FT)
 DN5364'NORTH-NORTHWEST OF A -SLOW CHILDREN- METAL SIGN POST AND IS 1 M (3.3
 DN5364'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5364'
 DN5364'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN5364'QUADRANTS EXTENDING TO 70 DEGREES AND TREES IN THE EAST QUADRANTS
 DN5364'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5363 ***********************************************************************
 DN5363  DESIGNATION -  7P53
 DN5363  PID         -  DN5363
 DN5363  STATE/COUNTY-  WI/BURNETT
 DN5363  COUNTRY     -  US
 DN5363  USGS QUAD   -  MCKENZIE LAKE (2018)
 DN5363
 DN5363                         *CURRENT SURVEY CONTROL
 DN5363  ______________________________________________________________________
 DN5363* NAD 83(1986) POSITION- 45 58 20.2    (N) 092 05 52.0    (W)   HD_HELD2
 DN5363* NAVD 88 ORTHO HEIGHT -   307.052 (meters)     1007.39  (feet) ADJUSTED
 DN5363  ______________________________________________________________________
 DN5363  GEOID HEIGHT    -        -26.979 (meters)                     GEOID18
 DN5363  DYNAMIC HEIGHT  -        307.076 (meters)     1007.47  (feet) COMP
 DN5363  MODELED GRAVITY -    980,684.8   (mgal)                       NAVD 88
 DN5363
 DN5363  VERT ORDER      -  SECOND    CLASS I
 DN5363
 DN5363.The horizontal coordinates were established by autonomous hand held GPS
 DN5363.observations and have an estimated accuracy of +/- 10 meters.
 DN5363
 DN5363.The orthometric height was determined by differential leveling and
 DN5363.adjusted by the WI DEPT OF TRANSP
 DN5363.in May 2012.
 DN5363
 DN5363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5363.GEOID18 height accuracy estimate available here.
 DN5363
 DN5363.Click photographs - Photos may exist for this station.
 DN5363
 DN5363.The dynamic height is computed by dividing the NAVD 88
 DN5363.geopotential number by the normal gravity value computed on the
 DN5363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5363.degrees latitude (g = 980.6199 gals.).
 DN5363
 DN5363.The modeled gravity was interpolated from observed gravity values.
 DN5363
 DN5363;                    North         East    Units  Estimated Accuracy
 DN5363;SPC WI N     -    91,685.      437,445.      MT  (+/- 10 meters HH2 GPS)
 DN5363
 DN5363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6989591363(NAD 83)
 DN5363
 DN5363                          SUPERSEDED SURVEY CONTROL
 DN5363
 DN5363.No superseded survey control is available for this station.
 DN5363
 DN5363_MARKER: DD = SURVEY DISK
 DN5363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5363_STAMPING: 7P53 2006
 DN5363_MARK LOGO: WIDT
 DN5363_PROJECTION: FLUSH
 DN5363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5363+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 DN5363
 DN5363  HISTORY     - Date     Condition        Report By
 DN5363  HISTORY     - 2005     MONUMENTED       WIDT
 DN5363  HISTORY     - 20100421 GOOD             WIDT
 DN5363
 DN5363                          STATION DESCRIPTION
 DN5363
 DN5363'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5363'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DN5363'HIGHWAY A APPROXIMATELY 5 MI (8.0 KM) SOUTH-SOUTHEAST OF THE COMMUNITY
 DN5363'OF WEBB LAKE, GO NORTH ON COUNTY HIGHWAY H FOR 2.0 MI (3.2 KM) TO
 DN5363'KESSLER ROAD RIGHT.  TURN RIGHT AND GO EAST ON KESSLER ROAD FOR 0.40
 DN5363'MI (0.6 KM) TO THE STATION ON THE LEFT.
 DN5363'
 DN5363'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5363'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5363'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5363'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5363'
 DN5363'THE STATION IS 7.1 M (23.3 FT) NORTH OF THE CENTERLINE OF KESSLER
 DN5363'ROAD, 0.07 MI (0.1 KM) 370 FT (112.8 M) WEST OF PRIVATE ENTRANCE
 DN5363'-2227-, 18.6 M (61.0 FT) NORTH-NORTHEAST OF TELEPHONE PEDESTAL -F 25-
 DN5363'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5363'STATION.
 DN5363'
 DN5363'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5363'QUADRANTS EXTENDING TO 60 DEGREES AND TREES IN THE NORTH QUADRANTS
 DN5363'EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5362 ***********************************************************************
 DN5362  DESIGNATION -  7P54
 DN5362  PID         -  DN5362
 DN5362  STATE/COUNTY-  WI/BURNETT
 DN5362  COUNTRY     -  US
 DN5362  USGS QUAD   -  MCKENZIE LAKE (2018)
 DN5362
 DN5362                         *CURRENT SURVEY CONTROL
 DN5362  ______________________________________________________________________
 DN5362* NAD 83(1986) POSITION- 45 59 28.6    (N) 092 03 21.4    (W)   HD_HELD2
 DN5362* NAVD 88 ORTHO HEIGHT -   313.339 (meters)     1028.01  (feet) ADJUSTED
 DN5362  ______________________________________________________________________
 DN5362  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 DN5362  DYNAMIC HEIGHT  -        313.363 (meters)     1028.09  (feet) COMP
 DN5362  MODELED GRAVITY -    980,681.7   (mgal)                       NAVD 88
 DN5362
 DN5362  VERT ORDER      -  SECOND    CLASS I
 DN5362
 DN5362.The horizontal coordinates were established by autonomous hand held GPS
 DN5362.observations and have an estimated accuracy of +/- 10 meters.
 DN5362
 DN5362.The orthometric height was determined by differential leveling and
 DN5362.adjusted by the WI DEPT OF TRANSP
 DN5362.in May 2012.
 DN5362
 DN5362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5362.GEOID18 height accuracy estimate available here.
 DN5362
 DN5362.Click photographs - Photos may exist for this station.
 DN5362
 DN5362.The dynamic height is computed by dividing the NAVD 88
 DN5362.geopotential number by the normal gravity value computed on the
 DN5362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5362.degrees latitude (g = 980.6199 gals.).
 DN5362
 DN5362.The modeled gravity was interpolated from observed gravity values.
 DN5362
 DN5362;                    North         East    Units  Estimated Accuracy
 DN5362;SPC WI N     -    93,712.      440,740.      MT  (+/- 10 meters HH2 GPS)
 DN5362
 DN5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7311193511(NAD 83)
 DN5362
 DN5362                          SUPERSEDED SURVEY CONTROL
 DN5362
 DN5362.No superseded survey control is available for this station.
 DN5362
 DN5362_MARKER: DD = SURVEY DISK
 DN5362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5362_STAMPING: 7P54 2006
 DN5362_MARK LOGO: WIDT
 DN5362_PROJECTION: FLUSH
 DN5362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5362+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 DN5362
 DN5362  HISTORY     - Date     Condition        Report By
 DN5362  HISTORY     - 2005     MONUMENTED       WIDT
 DN5362  HISTORY     - 20100422 GOOD             WIDT
 DN5362
 DN5362                          STATION DESCRIPTION
 DN5362
 DN5362'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5362'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DN5362'HIGHWAY A APPROXIMATELY 5 MI (8.0 KM) SOUTH-SOUTHEAST OF THE COMMUNITY
 DN5362'OF WEBB LAKE, GO NORTH ON COUNTY HIGHWAY H FOR 2.0 MI (3.2 KM) TO
 DN5362'KESSLER ROAD RIGHT.  TURN RIGHT AND GO EAST ON KESSLER ROAD FOR 2.7 MI
 DN5362'(4.3 KM) TO MCKENZIE ROAD.  TURN LEFT AND GO NORTH ON MCKENZIE ROAD
 DN5362'FOR 0.8 MI (1.3 KM) TO SOUTTER ROAD LEFT.  CONTINUE NORTH ON MCKENZIE
 DN5362'ROAD FOR 0.42 MI (0.7 KM) TO A WOODS ENTRANCE RIGHT AND THE STATION ON
 DN5362'THE LEFT.
 DN5362'
 DN5362'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5362'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5362'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5362'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.
 DN5362'
 DN5362'THE STATION IS 11.2 M (36.7 FT) WEST OF THE CENTERLINE OF MCKENZIE
 DN5362'ROAD, 28.0 M (91.9 FT) SOUTH OF A POWER POLE, 9.4 M (30.8 FT) NORTH OF
 DN5362'THE EXTENDED CENTERLINE OF A WOODS ENTRANCE AND IS 1 M (3.3 FT) FROM
 DN5362'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5362'
 DN5362'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN5362'QUADRANTS EXTENDING TO 70 DEGREES AND TREES IN THE EAST QUADRANTS
 DN5362'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5137 ***********************************************************************
 DN5137  DESIGNATION -  7Q01
 DN5137  PID         -  DN5137
 DN5137  STATE/COUNTY-  WI/BARRON
 DN5137  COUNTRY     -  US
 DN5137  USGS QUAD   -  LOWER VERMILLION LAKE (2018)
 DN5137
 DN5137                         *CURRENT SURVEY CONTROL
 DN5137  ______________________________________________________________________
 DN5137* NAD 83(1986) POSITION- 45 31 23.5    (N) 091 59 29.2    (W)   HD_HELD2
 DN5137* NAVD 88 ORTHO HEIGHT -   377.922 (meters)     1239.90  (feet) ADJUSTED
 DN5137  ______________________________________________________________________
 DN5137  GEOID HEIGHT    -        -29.999 (meters)                     GEOID18
 DN5137  DYNAMIC HEIGHT  -        377.882 (meters)     1239.77  (feet) COMP
 DN5137  MODELED GRAVITY -    980,500.3   (mgal)                       NAVD 88
 DN5137
 DN5137  VERT ORDER      -  SECOND    CLASS I
 DN5137
 DN5137.The horizontal coordinates were established by autonomous hand held GPS
 DN5137.observations and have an estimated accuracy of +/- 10 meters.
 DN5137
 DN5137.The orthometric height was determined by differential leveling and
 DN5137.adjusted by the WI DEPT OF TRANSP
 DN5137.in May 2012.
 DN5137
 DN5137.No vertical observational check was made to the station.
 DN5137
 DN5137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5137.GEOID18 height accuracy estimate available here.
 DN5137
 DN5137.Click photographs - Photos may exist for this station.
 DN5137
 DN5137.The dynamic height is computed by dividing the NAVD 88
 DN5137.geopotential number by the normal gravity value computed on the
 DN5137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5137.degrees latitude (g = 980.6199 gals.).
 DN5137
 DN5137.The modeled gravity was interpolated from observed gravity values.
 DN5137
 DN5137;                    North         East    Units  Estimated Accuracy
 DN5137;SPC WI C     -   189,691.      444,431.      MT  (+/- 10 meters HH2 GPS)
 DN5137
 DN5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7876241568(NAD 83)
 DN5137
 DN5137                          SUPERSEDED SURVEY CONTROL
 DN5137
 DN5137.No superseded survey control is available for this station.
 DN5137
 DN5137_MARKER: DD = SURVEY DISK
 DN5137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5137_STAMPING: 7Q01 2006
 DN5137_MARK LOGO: WIDT
 DN5137_PROJECTION: FLUSH
 DN5137_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5137+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2009
 DN5137
 DN5137  HISTORY     - Date     Condition        Report By
 DN5137  HISTORY     - 2005     MONUMENTED       WIDT
 DN5137  HISTORY     - 20091117 GOOD             WIDT
 DN5137
 DN5137                          STATION DESCRIPTION
 DN5137
 DN5137'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5137'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DN5137'HIGHWAY 48 (ELM STREET) IN THE CITY OF CUMBERLAND, GO EAST ON STATE
 DN5137'HIGHWAY 48 (ELM STREET BECOMING 22 1/2 AVENUE) FOR 1.5 MI (2.4 KM) TO
 DN5137'EIGHTH STREET.  TURN RIGHT AND GO SOUTH ON EIGHTH STREET FOR 0.5 MI
 DN5137'(0.8 KM) TO 22ND AVENUE.  CONTINUE SOUTH ON EIGHTH STREET FOR 0.1 MI
 DN5137'(0.2 KM) TO THE STATION ON THE RIGHT.
 DN5137'
 DN5137'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5137'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5137'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5137'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5137'
 DN5137'THE STATION IS 7.8 M (25.6 FT) WEST OF THE CENTERLINE OF EIGHTH
 DN5137'STREET, APPROXIMATELY 186 M (610.2 FT) SOUTH OF 22ND AVENUE, 58.0 M
 DN5137'(190.3 FT) NORTHWEST OF A POWER POLE, 45.7 M (149.9 FT) SOUTHWEST OF A
 DN5137'POWER POLE, 1 M (3.3 FT) EAST OF A CULTIVATED FIELD AND IS 1 M (3.3
 DN5137'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5137'
 DN5137'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5137'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5143 ***********************************************************************
 DN5143  DESIGNATION -  7Q03
 DN5143  PID         -  DN5143
 DN5143  STATE/COUNTY-  WI/BARRON
 DN5143  COUNTRY     -  US
 DN5143  USGS QUAD   -  CUMBERLAND (2018)
 DN5143
 DN5143                         *CURRENT SURVEY CONTROL
 DN5143  ______________________________________________________________________
 DN5143* NAD 83(1986) POSITION- 45 35 13.1    (N) 092 01 04.3    (W)   HD_HELD2
 DN5143* NAVD 88 ORTHO HEIGHT -   391.133 (meters)     1283.24  (feet) ADJUSTED
 DN5143  ______________________________________________________________________
 DN5143  GEOID HEIGHT    -        -29.652 (meters)                     GEOID18
 DN5143  DYNAMIC HEIGHT  -        391.096 (meters)     1283.12  (feet) COMP
 DN5143  MODELED GRAVITY -    980,509.1   (mgal)                       NAVD 88
 DN5143
 DN5143  VERT ORDER      -  SECOND    CLASS I
 DN5143
 DN5143.The horizontal coordinates were established by autonomous hand held GPS
 DN5143.observations and have an estimated accuracy of +/- 10 meters.
 DN5143
 DN5143.The orthometric height was determined by differential leveling and
 DN5143.adjusted by the WI DEPT OF TRANSP
 DN5143.in May 2012.
 DN5143
 DN5143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5143.GEOID18 height accuracy estimate available here.
 DN5143
 DN5143.Click photographs - Photos may exist for this station.
 DN5143
 DN5143.The dynamic height is computed by dividing the NAVD 88
 DN5143.geopotential number by the normal gravity value computed on the
 DN5143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5143.degrees latitude (g = 980.6199 gals.).
 DN5143
 DN5143.The modeled gravity was interpolated from observed gravity values.
 DN5143
 DN5143;                    North         East    Units  Estimated Accuracy
 DN5143;SPC WI C     -   196,828.      442,544.      MT  (+/- 10 meters HH2 GPS)
 DN5143
 DN5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7661348628(NAD 83)
 DN5143
 DN5143                          SUPERSEDED SURVEY CONTROL
 DN5143
 DN5143.No superseded survey control is available for this station.
 DN5143
 DN5143_MARKER: DD = SURVEY DISK
 DN5143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5143_STAMPING: 7Q03 2006
 DN5143_MARK LOGO: WIDT
 DN5143_PROJECTION: FLUSH
 DN5143_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5143+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 DN5143
 DN5143  HISTORY     - Date     Condition        Report By
 DN5143  HISTORY     - 2005     MONUMENTED       WIDT
 DN5143  HISTORY     - 20100323 GOOD             WIDT
 DN5143
 DN5143                          STATION DESCRIPTION
 DN5143
 DN5143'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5143'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DN5143'HIGHWAY 48 (ELM STREET) IN THE CITY OF CUMBERLAND, GO NORTH ON US
 DN5143'HIGHWAY 63 FOR 1.8 MI (2.9 KM) TO COUNTY HIGHWAY H LEFT AND COUNTY
 DN5143'HIGHWAY B RIGHT.  CONTINUE NORTH ON US HIGHWAY 63 FOR 1.6 MI (2.6 KM)
 DN5143'TO SEVENTH STREET RIGHT.  CONTINUE NORTH ON US HIGHWAY 63 FOR 0.3 MI
 DN5143'(0.5 KM) TO THE STATION ON THE LEFT.
 DN5143'
 DN5143'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5143'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5143'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5143'GROUND AND LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5143'
 DN5143'THE STATION IS 18.2 M (59.7 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DN5143'63, APPROXIMATELY 0.15 MI (0.2 KM) SOUTH OF 26 1/2 AVENUE, 30.8 M
 DN5143'(101.0 FT) NORTH OF A POWER POLE, 20.1 M (65.9 FT) NORTH-NORTHWEST OF
 DN5143'A 40 CM (16 INCH) DIAMETER CONCRETE CULVERT TUBE AND IS 1 M (3.3 FT)
 DN5143'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5143'
 DN5143'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN5143'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5144 ***********************************************************************
 DN5144  DESIGNATION -  7Q04
 DN5144  PID         -  DN5144
 DN5144  STATE/COUNTY-  WI/BARRON
 DN5144  COUNTRY     -  US
 DN5144  USGS QUAD   -  CUMBERLAND (2018)
 DN5144
 DN5144                         *CURRENT SURVEY CONTROL
 DN5144  ______________________________________________________________________
 DN5144* NAD 83(1986) POSITION- 45 36 54.4    (N) 092 00 22.1    (W)   HD_HELD2
 DN5144* NAVD 88 ORTHO HEIGHT -   403.876 (meters)     1325.05  (feet) ADJUSTED
 DN5144  ______________________________________________________________________
 DN5144  GEOID HEIGHT    -        -29.541 (meters)                     GEOID18
 DN5144  DYNAMIC HEIGHT  -        403.840 (meters)     1324.93  (feet) COMP
 DN5144  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 DN5144
 DN5144  VERT ORDER      -  SECOND    CLASS I
 DN5144
 DN5144.The horizontal coordinates were established by autonomous hand held GPS
 DN5144.observations and have an estimated accuracy of +/- 10 meters.
 DN5144
 DN5144.The orthometric height was determined by differential leveling and
 DN5144.adjusted by the WI DEPT OF TRANSP
 DN5144.in May 2012.
 DN5144
 DN5144.No vertical observational check was made to the station.
 DN5144
 DN5144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5144.GEOID18 height accuracy estimate available here.
 DN5144
 DN5144.Click photographs - Photos may exist for this station.
 DN5144
 DN5144.The dynamic height is computed by dividing the NAVD 88
 DN5144.geopotential number by the normal gravity value computed on the
 DN5144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5144.degrees latitude (g = 980.6199 gals.).
 DN5144
 DN5144.The modeled gravity was interpolated from observed gravity values.
 DN5144
 DN5144;                    North         East    Units  Estimated Accuracy
 DN5144;SPC WI C     -   199,932.      443,536.      MT  (+/- 10 meters HH2 GPS)
 DN5144
 DN5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7748851765(NAD 83)
 DN5144
 DN5144                          SUPERSEDED SURVEY CONTROL
 DN5144
 DN5144.No superseded survey control is available for this station.
 DN5144
 DN5144_MARKER: DD = SURVEY DISK
 DN5144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5144_STAMPING: 7Q04 2006
 DN5144_MARK LOGO: WIDT
 DN5144_PROJECTION: FLUSH
 DN5144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5144+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2009
 DN5144
 DN5144  HISTORY     - Date     Condition        Report By
 DN5144  HISTORY     - 2005     MONUMENTED       WIDT
 DN5144  HISTORY     - 20091119 GOOD             WIDT
 DN5144
 DN5144                          STATION DESCRIPTION
 DN5144
 DN5144'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5144'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH 30TH
 DN5144'AVENUE AT THE NORTH EDGE OF THE COMMUNITY OF BARRONETT AND THE
 DN5144'BARRON-WASHBURN COUNTY LINE, GO SOUTHEAST ON US HIGHWAY 63 FOR 1.8 MI
 DN5144'(2.9 KM) TO THE STATION ON THE LEFT.
 DN5144'
 DN5144'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5144'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5144'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5144'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5144'PAVEMENT.
 DN5144'
 DN5144'THE STATION IS 16.1 M (52.8 FT) SOUTHEAST OF THE CENTERLINE OF US
 DN5144'HIGHWAY 63, 0.35 MI (0.6 KM) NORTHEAST OF 28TH AVENUE, 101.5 M (333.0
 DN5144'FT) NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY TO PRIVATE ENTRANCE
 DN5144'-2822-, 56.8 M (186.4 FT) SOUTH-SOUTHWEST OF AN -ONCOMING TRAFFIC USES
 DN5144'CENTER LANE- SIGN POST, 53.5 M (175.5 FT) SOUTH-SOUTHEAST OF A POWER
 DN5144'POLE, 17.0 M (55.8 FT) WEST-SOUTHWEST OF THE NORTHWEST -MASTERJOHN
 DN5144'REALTY- SIGN POST, 4.8 M (15.7 FT) NORTHWEST OF A METAL FENCE, MARK IS
 DN5144'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5144'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5144'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5146 ***********************************************************************
 DN5146  DESIGNATION -  7Q05
 DN5146  PID         -  DN5146
 DN5146  STATE/COUNTY-  WI/WASHBURN
 DN5146  COUNTRY     -  US
 DN5146  USGS QUAD   -  SHELL LAKE (2018)
 DN5146
 DN5146                         *CURRENT SURVEY CONTROL
 DN5146  ______________________________________________________________________
 DN5146* NAD 83(1986) POSITION- 45 40 37.3    (N) 091 59 24.4    (W)   HD_HELD2
 DN5146* NAVD 88 ORTHO HEIGHT -   430.149 (meters)     1411.25  (feet) ADJUSTED
 DN5146  ______________________________________________________________________
 DN5146  GEOID HEIGHT    -        -29.250 (meters)                     GEOID18
 DN5146  DYNAMIC HEIGHT  -        430.118 (meters)     1411.15  (feet) COMP
 DN5146  MODELED GRAVITY -    980,529.5   (mgal)                       NAVD 88
 DN5146
 DN5146  VERT ORDER      -  SECOND    CLASS I
 DN5146
 DN5146.The horizontal coordinates were established by autonomous hand held GPS
 DN5146.observations and have an estimated accuracy of +/- 10 meters.
 DN5146
 DN5146.The orthometric height was determined by differential leveling and
 DN5146.adjusted by the WI DEPT OF TRANSP
 DN5146.in May 2012.
 DN5146
 DN5146.No vertical observational check was made to the station.
 DN5146
 DN5146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5146.GEOID18 height accuracy estimate available here.
 DN5146
 DN5146.Click photographs - Photos may exist for this station.
 DN5146
 DN5146.The dynamic height is computed by dividing the NAVD 88
 DN5146.geopotential number by the normal gravity value computed on the
 DN5146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5146.degrees latitude (g = 980.6199 gals.).
 DN5146
 DN5146.The modeled gravity was interpolated from observed gravity values.
 DN5146
 DN5146;                    North         East    Units  Estimated Accuracy
 DN5146;SPC WI N     -    58,666.      444,964.      MT  (+/- 10 meters HH2 GPS)
 DN5146
 DN5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7865158659(NAD 83)
 DN5146
 DN5146                          SUPERSEDED SURVEY CONTROL
 DN5146
 DN5146.No superseded survey control is available for this station.
 DN5146
 DN5146_MARKER: DD = SURVEY DISK
 DN5146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5146_STAMPING: 7Q05 2006
 DN5146_MARK LOGO: WIDT
 DN5146_PROJECTION: FLUSH
 DN5146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5146+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2009
 DN5146
 DN5146  HISTORY     - Date     Condition        Report By
 DN5146  HISTORY     - 2005     MONUMENTED       WIDT
 DN5146  HISTORY     - 20091120 GOOD             WIDT
 DN5146
 DN5146                          STATION DESCRIPTION
 DN5146
 DN5146'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5146'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5146'HIGHWAY J APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF THE CITY OF SHELL
 DN5146'LAKE, GO SOUTHWEST ON US HIGHWAY 63 FOR 0.52 MI (0.8 KM) TO THE
 DN5146'STATION ON THE RIGHT.
 DN5146'
 DN5146'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5146'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5146'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5146'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5146'THE STATION IS 15.1 M (49.5 FT) NORTHWEST OF THE CENTERLINE OF US
 DN5146'HIGHWAY 63, 0.12 MI (0.2 KM) SOUTHWEST OF A WAYSIDE ENTRANCE,
 DN5146'APPROXIMATELY 100 M (328.1 FT) NORTHEAST OF PRIVATE ENTRANCE -N1107-,
 DN5146'50.8 M (166.7 FT) WEST OF TELEPHONE PEDESTAL -21058- ADJACENT TO AN
 DN5146'ORANGE -CAUTION FIBER OPTIC- POST, 15.3 M (50.2 FT) WEST OF A -END
 DN5146'MILE 5, END TEST ZONE- WOODEN SIGN POST, 0.5 M (1.6 FT) SOUTHEAST OF A
 DN5146'METAL -WIS DOT SURVEY MARKER- POST AND IS 1 M (3.3 FT) FROM THREE
 DN5146'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5146'
 DN5146'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHWEST
 DN5146'EXTENDING TO 60 DEGREES, TREES TO THE SOUTHWEST EXTENDING TO 40
 DN5146'DEGREES AND TREES TO THE SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE
 DN5146'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5147 ***********************************************************************
 DN5147  DESIGNATION -  7Q06
 DN5147  PID         -  DN5147
 DN5147  STATE/COUNTY-  WI/WASHBURN
 DN5147  COUNTRY     -  US
 DN5147  USGS QUAD   -  SHELL LAKE (2018)
 DN5147
 DN5147                         *CURRENT SURVEY CONTROL
 DN5147  ______________________________________________________________________
 DN5147* NAD 83(1986) POSITION- 45 41 38.0    (N) 091 57 43.1    (W)   HD_HELD2
 DN5147* NAVD 88 ORTHO HEIGHT -   407.532 (meters)     1337.04  (feet) ADJUSTED
 DN5147  ______________________________________________________________________
 DN5147  GEOID HEIGHT    -        -29.270 (meters)                     GEOID18
 DN5147  DYNAMIC HEIGHT  -        407.501 (meters)     1336.94  (feet) COMP
 DN5147  MODELED GRAVITY -    980,530.0   (mgal)                       NAVD 88
 DN5147
 DN5147  VERT ORDER      -  SECOND    CLASS I
 DN5147
 DN5147.The horizontal coordinates were established by autonomous hand held GPS
 DN5147.observations and have an estimated accuracy of +/- 10 meters.
 DN5147
 DN5147.The orthometric height was determined by differential leveling and
 DN5147.adjusted by the WI DEPT OF TRANSP
 DN5147.in May 2012.
 DN5147
 DN5147.No vertical observational check was made to the station.
 DN5147
 DN5147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5147.GEOID18 height accuracy estimate available here.
 DN5147
 DN5147.Click photographs - Photos may exist for this station.
 DN5147
 DN5147.The dynamic height is computed by dividing the NAVD 88
 DN5147.geopotential number by the normal gravity value computed on the
 DN5147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5147.degrees latitude (g = 980.6199 gals.).
 DN5147
 DN5147.The modeled gravity was interpolated from observed gravity values.
 DN5147
 DN5147;                    North         East    Units  Estimated Accuracy
 DN5147;SPC WI N     -    60,485.      447,202.      MT  (+/- 10 meters HH2 GPS)
 DN5147
 DN5147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8081860561(NAD 83)
 DN5147
 DN5147                          SUPERSEDED SURVEY CONTROL
 DN5147
 DN5147.No superseded survey control is available for this station.
 DN5147
 DN5147_MARKER: DD = SURVEY DISK
 DN5147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5147_STAMPING: 7Q06 2006
 DN5147_MARK LOGO: WIDT
 DN5147_PROJECTION: FLUSH
 DN5147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5147+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 DN5147
 DN5147  HISTORY     - Date     Condition        Report By
 DN5147  HISTORY     - 2005     MONUMENTED       WIDT
 DN5147  HISTORY     - 20091201 GOOD             WIDT
 DN5147
 DN5147                          STATION DESCRIPTION
 DN5147
 DN5147'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5147'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5147'HIGHWAY J APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF THE CITY OF SHELL
 DN5147'LAKE, GO NORTHEAST ON US HIGHWAY 63 FOR 0.7 MI (1.1 KM) TO WOODYARD
 DN5147'ROAD.  TURN RIGHT AND GO EAST ON WOODYARD ROAD FOR 0.15 MI (0.2 KM) TO
 DN5147'A GRAVEL ROAD (OLD HIGHWAY 63).  TURN LEFT AND GO NORTH ON OLD HIGHWAY
 DN5147'63 FOR 0.46 MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DN5147'
 DN5147'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5147'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5147'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5147'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD SURFACE.
 DN5147'
 DN5147'THE STATION IS 8.4 M (27.6 FT) EAST OF THE CENTERLINE OF OLD HIGHWAY
 DN5147'63, 67.5 M (221.5 FT) SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 DN5147'-N1628-, 58.5 M (191.9 FT) NORTH OF A PIPE BRACED WOODEN CORNER FENCE
 DN5147'POST, 4.5 M (14.8 FT) NORTH-NORTHWEST OF THE NORTH OF TWO 25-CM (10
 DN5147'INCHES) DIAMETER PINE TREES AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5147'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5147'
 DN5147'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DN5147'QUADRANTS EXTENDING TO 80 DEGREES AND TREES IN THE WEST QUADRANTS
 DN5147'EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5149 ***********************************************************************
 DN5149  DESIGNATION -  7Q07
 DN5149  PID         -  DN5149
 DN5149  STATE/COUNTY-  WI/WASHBURN
 DN5149  COUNTRY     -  US
 DN5149  USGS QUAD   -  SPOONER (2018)
 DN5149
 DN5149                         *CURRENT SURVEY CONTROL
 DN5149  ______________________________________________________________________
 DN5149* NAD 83(1986) POSITION- 45 45 53.9    (N) 091 54 43.9    (W)   HD_HELD2
 DN5149* NAVD 88 ORTHO HEIGHT -   358.842 (meters)     1177.30  (feet) ADJUSTED
 DN5149  ______________________________________________________________________
 DN5149  GEOID HEIGHT    -        -29.071 (meters)                     GEOID18
 DN5149  DYNAMIC HEIGHT  -        358.823 (meters)     1177.24  (feet) COMP
 DN5149  MODELED GRAVITY -    980,551.1   (mgal)                       NAVD 88
 DN5149
 DN5149  VERT ORDER      -  SECOND    CLASS I
 DN5149
 DN5149.The horizontal coordinates were established by autonomous hand held GPS
 DN5149.observations and have an estimated accuracy of +/- 10 meters.
 DN5149
 DN5149.The orthometric height was determined by differential leveling and
 DN5149.adjusted by the WI DEPT OF TRANSP
 DN5149.in May 2012.
 DN5149
 DN5149.No vertical observational check was made to the station.
 DN5149
 DN5149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5149.GEOID18 height accuracy estimate available here.
 DN5149
 DN5149.Click photographs - Photos may exist for this station.
 DN5149
 DN5149.The dynamic height is computed by dividing the NAVD 88
 DN5149.geopotential number by the normal gravity value computed on the
 DN5149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5149.degrees latitude (g = 980.6199 gals.).
 DN5149
 DN5149.The modeled gravity was interpolated from observed gravity values.
 DN5149
 DN5149;                    North         East    Units  Estimated Accuracy
 DN5149;SPC WI N     -    68,288.      451,268.      MT  (+/- 10 meters HH2 GPS)
 DN5149
 DN5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8458768510(NAD 83)
 DN5149
 DN5149                          SUPERSEDED SURVEY CONTROL
 DN5149
 DN5149.No superseded survey control is available for this station.
 DN5149
 DN5149_MARKER: DD = SURVEY DISK
 DN5149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5149_STAMPING: 7Q07 2006
 DN5149_MARK LOGO: WIDT
 DN5149_PROJECTION: FLUSH
 DN5149_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5149+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2009
 DN5149
 DN5149  HISTORY     - Date     Condition        Report By
 DN5149  HISTORY     - 2005     MONUMENTED       WIDT
 DN5149  HISTORY     - 20091202 GOOD             WIDT
 DN5149
 DN5149                          STATION DESCRIPTION
 DN5149
 DN5149'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5149'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5149'HIGHWAY B EAST IN THE CITY OF SHELL LAKE, GO NORTH ON US HIGHWAY 63
 DN5149'FOR 1.2 MI (1.9 KM) TO FOX TRAIL RIGHT.  CONTINUE NORTH ON US HIGHWAY
 DN5149'63 FOR 63 M (206.7 FT) TO THE STATION ON THE RIGHT.
 DN5149'
 DN5149'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5149'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5149'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5149'GROUND, APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5149'
 DN5149'THE STATION IS 15.6 M (51.2 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DN5149'63, 0.71 MI (1.1 KM) SOUTH OF TOZER LAKE ROAD, 66.5 M (218.2 FT) SOUTH
 DN5149'OF A STAINLESS STEEL CANISTER ADJACENT TO TELEPHONE PEDESTAL -248850-
 DN5149'ATTACHED TO A WOODEN POST, 63.5 M (208.3 FT) NORTH OF THE CENTERLINE
 DN5149'OF FOX TRAIL, 5.4 M (17.7 FT) WEST OF A BARBED WIRE FENCE AND IS 1 M
 DN5149'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5149'
 DN5149'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5149'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5153 ***********************************************************************
 DN5153  DESIGNATION -  7Q08
 DN5153  PID         -  DN5153
 DN5153  STATE/COUNTY-  WI/BARRON
 DN5153  COUNTRY     -  US
 DN5153  USGS QUAD   -  HAUGEN (2018)
 DN5153
 DN5153                         *CURRENT SURVEY CONTROL
 DN5153  ______________________________________________________________________
 DN5153* NAD 83(1986) POSITION- 45 31 51.76   (N) 091 45 34.35   (W)   HD_HELD1
 DN5153* NAVD 88 ORTHO HEIGHT -   368.168 (meters)     1207.90  (feet) ADJUSTED
 DN5153  ______________________________________________________________________
 DN5153  GEOID HEIGHT    -        -30.155 (meters)                     GEOID18
 DN5153  DYNAMIC HEIGHT  -        368.139 (meters)     1207.80  (feet) COMP
 DN5153  MODELED GRAVITY -    980,526.4   (mgal)                       NAVD 88
 DN5153
 DN5153  VERT ORDER      -  SECOND    CLASS I
 DN5153
 DN5153.The horizontal coordinates were determined by differentially corrected
 DN5153.hand held GPS observations or other comparable positioning techniques
 DN5153.and have an estimated accuracy of +/- 3 meters.
 DN5153
 DN5153.The orthometric height was determined by differential leveling and
 DN5153.adjusted by the WI DEPT OF TRANSP
 DN5153.in May 2012.
 DN5153
 DN5153.No vertical observational check was made to the station.
 DN5153
 DN5153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5153.GEOID18 height accuracy estimate available here.
 DN5153
 DN5153.Click photographs - Photos may exist for this station.
 DN5153
 DN5153.The dynamic height is computed by dividing the NAVD 88
 DN5153.geopotential number by the normal gravity value computed on the
 DN5153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5153.degrees latitude (g = 980.6199 gals.).
 DN5153
 DN5153.The modeled gravity was interpolated from observed gravity values.
 DN5153
 DN5153;                    North         East    Units  Estimated Accuracy
 DN5153;SPC WI C     -   190,144.9     462,563.1     MT  (+/- 3 meters HH1 GPS) 
 DN5153
 DN5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9685942693(NAD 83)
 DN5153
 DN5153                          SUPERSEDED SURVEY CONTROL
 DN5153
 DN5153.No superseded survey control is available for this station.
 DN5153
 DN5153_MARKER: DD = SURVEY DISK
 DN5153_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5153_SP_SET: BRIDGE PARAPET
 DN5153_STAMPING: 7Q08 2006
 DN5153_MARK LOGO: WIDT
 DN5153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5153+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2009
 DN5153
 DN5153  HISTORY     - Date     Condition        Report By
 DN5153  HISTORY     - 2005     MONUMENTED       WIDT
 DN5153  HISTORY     - 20091110 GOOD             WIDT
 DN5153
 DN5153                          STATION DESCRIPTION
 DN5153
 DN5153'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5153'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DN5153'HIGHWAY 48 (KNAPP AVENUE) ON THE WEST SIDE OF THE CITY OF RICE LAKE,
 DN5153'GO NORTH ON US HIGHWAY 53 FOR 1.5 MI (2.4 KM) TO MILE MARKER -145-,
 DN5153'BRIDGE -B-3-51-77- OVER 22 1/2 AVENUE AND THE STATION ON THE RIGHT.
 DN5153'
 DN5153'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5153'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5153'THE NORTH END OF THE EAST BRIDGE PARAPET AND APPROXIMATELY 85 CM (33
 DN5153'INCHES) HIGHER THAN THE HIGHWAY PAVEMENT.
 DN5153'
 DN5153'THE STATION IS 7.2 M (23.6 FT) EAST OF THE CENTERLINE OF THE TWO
 DN5153'NORTHBOUND LANES OF US HIGHWAY 53, 48.5 M (159.1 FT) NORTH OF THE MILE
 DN5153'MARKER -145- SIGN POST, 0.9 M (3.0 FT) NORTH OF A WOOD RIGHT-OF-WAY
 DN5153'FENCE POST, 15 CM (6 INCHES) SOUTH OF THE NORTH END OF THE TOP OF THE
 DN5153'EAST BRIDGE PARAPET AND 1.1 M (3.6 FT) SOUTHWEST OF A WHITE PLASTIC
 DN5153'WITNESS POST.
 DN5153'
 DN5153'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DN5153'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5154 ***********************************************************************
 DN5154  DESIGNATION -  7Q09
 DN5154  PID         -  DN5154
 DN5154  STATE/COUNTY-  WI/BARRON
 DN5154  COUNTRY     -  US
 DN5154  USGS QUAD   -  HAUGEN (2018)
 DN5154
 DN5154                         *CURRENT SURVEY CONTROL
 DN5154  ______________________________________________________________________
 DN5154* NAD 83(1986) POSITION- 45 33 14.42   (N) 091 45 52.48   (W)   HD_HELD1
 DN5154* NAVD 88 ORTHO HEIGHT -   358.024 (meters)     1174.62  (feet) ADJUSTED
 DN5154  ______________________________________________________________________
 DN5154  GEOID HEIGHT    -        -30.127 (meters)                     GEOID18
 DN5154  DYNAMIC HEIGHT  -        357.994 (meters)     1174.52  (feet) COMP
 DN5154  MODELED GRAVITY -    980,524.2   (mgal)                       NAVD 88
 DN5154
 DN5154  VERT ORDER      -  SECOND    CLASS I
 DN5154
 DN5154.The horizontal coordinates were determined by differentially corrected
 DN5154.hand held GPS observations or other comparable positioning techniques
 DN5154.and have an estimated accuracy of +/- 3 meters.
 DN5154
 DN5154.The orthometric height was determined by differential leveling and
 DN5154.adjusted by the WI DEPT OF TRANSP
 DN5154.in May 2012.
 DN5154
 DN5154.No vertical observational check was made to the station.
 DN5154
 DN5154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5154.GEOID18 height accuracy estimate available here.
 DN5154
 DN5154.Click photographs - Photos may exist for this station.
 DN5154
 DN5154.The dynamic height is computed by dividing the NAVD 88
 DN5154.geopotential number by the normal gravity value computed on the
 DN5154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5154.degrees latitude (g = 980.6199 gals.).
 DN5154
 DN5154.The modeled gravity was interpolated from observed gravity values.
 DN5154
 DN5154;                    North         East    Units  Estimated Accuracy
 DN5154;SPC WI C     -   192,704.8     462,225.3     MT  (+/- 3 meters HH1 GPS) 
 DN5154
 DN5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9642745238(NAD 83)
 DN5154
 DN5154                          SUPERSEDED SURVEY CONTROL
 DN5154
 DN5154.No superseded survey control is available for this station.
 DN5154
 DN5154_MARKER: DD = SURVEY DISK
 DN5154_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5154_SP_SET: BRIDGE PARAPET
 DN5154_STAMPING: 7Q09 2006
 DN5154_MARK LOGO: WIDT
 DN5154_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5154+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 DN5154
 DN5154  HISTORY     - Date     Condition        Report By
 DN5154  HISTORY     - 2005     MONUMENTED       WIDT
 DN5154  HISTORY     - 20091104 GOOD             WIDT
 DN5154
 DN5154                          STATION DESCRIPTION
 DN5154
 DN5154'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5154'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DN5154'HIGHWAY 48 (KNAPP AVENUE) ON THE WEST SIDE OF THE CITY OF RICE LAKE,
 DN5154'GO NORTH ON US HIGHWAY 53 FOR 2.4 MI (3.9 KM) TO MILE MARKER -146-.
 DN5154'CONTINUE NORTH ON US HIGHWAY 53 FOR 0.6 MI (1.0 KM) TO BRIDGE
 DN5154'-B-3-53-77- OVER A CREEK AND THE STATION ON THE RIGHT.
 DN5154'
 DN5154'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5154'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5154'THE NORTH END OF THE EAST BRIDGE PARAPET AND APPROXIMATELY 1 M (3.3
 DN5154'FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 7.2 M (23.6 FT)
 DN5154'EAST OF THE CENTERLINE OF THE TWO NORTHBOUND LANES OF US HIGHWAY 53,
 DN5154'APPROXIMATELY 0.1 MI (0.2 KM) NORTH OF A HIGHWAY TURN AROUND, 0.8 M
 DN5154'(2.6 FT) NORTH OF A WOOD RIGHT-OF-WAY FENCE POST, 15 CM (6 INCHES)
 DN5154'SOUTH OF THE NORTH END OF THE TOP OF THE EAST BRIDGE PARAPET AND 0.9 M
 DN5154'(3.0 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DN5154'
 DN5154'--NOTE--VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EASTERN
 DN5154'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5155 ***********************************************************************
 DN5155  DESIGNATION -  7Q10
 DN5155  PID         -  DN5155
 DN5155  STATE/COUNTY-  WI/BARRON
 DN5155  COUNTRY     -  US
 DN5155  USGS QUAD   -  HAUGEN (2018)
 DN5155
 DN5155                         *CURRENT SURVEY CONTROL
 DN5155  ______________________________________________________________________
 DN5155* NAD 83(1986) POSITION- 45 34 29.4    (N) 091 45 38.9    (W)   HD_HELD2
 DN5155* NAVD 88 ORTHO HEIGHT -   370.529 (meters)     1215.64  (feet) ADJUSTED
 DN5155  ______________________________________________________________________
 DN5155  GEOID HEIGHT    -        -30.096 (meters)                     GEOID18
 DN5155  DYNAMIC HEIGHT  -        370.499 (meters)     1215.55  (feet) COMP
 DN5155  MODELED GRAVITY -    980,524.1   (mgal)                       NAVD 88
 DN5155
 DN5155  VERT ORDER      -  SECOND    CLASS I
 DN5155
 DN5155.The horizontal coordinates were established by autonomous hand held GPS
 DN5155.observations and have an estimated accuracy of +/- 10 meters.
 DN5155
 DN5155.The orthometric height was determined by differential leveling and
 DN5155.adjusted by the WI DEPT OF TRANSP
 DN5155.in May 2012.
 DN5155
 DN5155.No vertical observational check was made to the station.
 DN5155
 DN5155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5155.GEOID18 height accuracy estimate available here.
 DN5155
 DN5155.Click photographs - Photos may exist for this station.
 DN5155
 DN5155.The dynamic height is computed by dividing the NAVD 88
 DN5155.geopotential number by the normal gravity value computed on the
 DN5155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5155.degrees latitude (g = 980.6199 gals.).
 DN5155
 DN5155.The modeled gravity was interpolated from observed gravity values.
 DN5155
 DN5155;                    North         East    Units  Estimated Accuracy
 DN5155;SPC WI C     -   195,013.      462,570.      MT  (+/- 10 meters HH2 GPS)
 DN5155
 DN5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9668547557(NAD 83)
 DN5155
 DN5155                          SUPERSEDED SURVEY CONTROL
 DN5155
 DN5155.No superseded survey control is available for this station.
 DN5155
 DN5155_MARKER: DD = SURVEY DISK
 DN5155_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5155_SP_SET: BRIDGE PARAPET
 DN5155_STAMPING: 7Q10 2006
 DN5155_MARK LOGO: WIDT
 DN5155_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5155+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 DN5155
 DN5155  HISTORY     - Date     Condition        Report By
 DN5155  HISTORY     - 2005     MONUMENTED       WIDT
 DN5155  HISTORY     - 20091104 GOOD             WIDT
 DN5155
 DN5155                          STATION DESCRIPTION
 DN5155
 DN5155'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5155'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DN5155'HIGHWAY 48 (KNAPP AVENUE) ON THE WEST SIDE OF THE CITY OF RICE LAKE,
 DN5155'GO NORTH ON US HIGHWAY 53 FOR 3.9 MI (6.3 KM) TO THE COUNTY HIGHWAY B
 DN5155'BRIDGE OVER US HIGHWAY 53.  CONTINUE NORTH ON US HIGHWAY 53 FOR 0.5 MI
 DN5155'(0.8 KM) TO MILE MARKER -148-, BRIDGE -B-3-57-84- OVER COUNTY HIGHWAY
 DN5155'SS AND THE STATION ON THE RIGHT.
 DN5155'
 DN5155'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5155'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5155'THE NORTH END OF THE EAST BRIDGE PARAPET.
 DN5155'
 DN5155'THE STATION IS 7.3 M (24.0 FT) EAST OF THE CENTERLINE OF THE TWO
 DN5155'NORTHBOUND LANES OF US HIGHWAY 53, 0.8 M (2.6 FT) NORTH OF A WOOD
 DN5155'RIGHT-OF-WAY FENCE POST, 15 CM (6 INCHES) SOUTH OF THE TOP OF THE
 DN5155'NORTH END OF THE EAST BRIDGE PARAPET AND 0.9 M (3.0 FT) SOUTHWEST OF A
 DN5155'WHITE PLASTIC WITNESS POST.
 DN5155'
 DN5155'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5155'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5157 ***********************************************************************
 DN5157  DESIGNATION -  7Q11
 DN5157  PID         -  DN5157
 DN5157  STATE/COUNTY-  WI/BARRON
 DN5157  COUNTRY     -  US
 DN5157  USGS QUAD   -  HAUGEN (2018)
 DN5157
 DN5157                         *CURRENT SURVEY CONTROL
 DN5157  ______________________________________________________________________
 DN5157* NAD 83(2011) POSITION- 45 36 55.70209(N) 091 46 09.24711(W)   ADJUSTED
 DN5157* NAD 83(2011) ELLIP HT-   368.459 (meters)        (10/12/16)   ADJUSTED
 DN5157* NAD 83(2011) EPOCH   -  2010.00
 DN5157* NAVD 88 ORTHO HEIGHT -   398.467 (meters)     1307.30  (feet) ADJUSTED
 DN5157  ______________________________________________________________________
 DN5157  GEOID HEIGHT    -        -30.006 (meters)                     GEOID18
 DN5157  NAD 83(2011) X  -   -137,983.093 (meters)                     COMP
 DN5157  NAD 83(2011) Y  - -4,467,091.470 (meters)                     COMP
 DN5157  NAD 83(2011) Z  -  4,535,718.738 (meters)                     COMP
 DN5157  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DN5157  DYNAMIC HEIGHT  -        398.434 (meters)     1307.20  (feet) COMP
 DN5157  MODELED GRAVITY -    980,522.2   (mgal)                       NAVD 88
 DN5157
 DN5157  VERT ORDER      -  SECOND    CLASS I
 DN5157
 DN5157  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5157  Standards:
 DN5157         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5157            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5157  -------------------------------------------------------------------
 DN5157  NETWORK    0.55   0.94           0.25   0.19   0.48     -0.05824391
 DN5157  -------------------------------------------------------------------
 DN5157  Click here for local accuracies and other accuracy information.
 DN5157
 DN5157.The horizontal coordinates were established by GPS observations
 DN5157.and adjusted by the WI DEPT OF TRANSP in October 2016.
 DN5157
 DN5157.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5157.been affixed to the stable North American tectonic plate. See 
 DN5157.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5157
 DN5157.The horizontal coordinates are valid at the epoch date displayed above
 DN5157.which is a decimal equivalence of Year/Month/Day.
 DN5157
 DN5157.The orthometric height was determined by differential leveling and
 DN5157.adjusted by the WI DEPT OF TRANSP
 DN5157.in May 2012.
 DN5157
 DN5157.No vertical observational check was made to the station.
 DN5157
 DN5157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5157.GEOID18 height accuracy estimate available here.
 DN5157
 DN5157.Click photographs - Photos may exist for this station.
 DN5157
 DN5157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5157
 DN5157.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5157
 DN5157.The ellipsoidal height was determined by GPS observations
 DN5157.and is referenced to NAD 83.
 DN5157
 DN5157.The dynamic height is computed by dividing the NAVD 88
 DN5157.geopotential number by the normal gravity value computed on the
 DN5157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5157.degrees latitude (g = 980.6199 gals.).
 DN5157
 DN5157.The modeled gravity was interpolated from observed gravity values.
 DN5157
 DN5157. The following values were computed from the NAD 83(2011) position.
 DN5157
 DN5157;                    North         East     Units Scale Factor Converg.
 DN5157;SPC WI C     -   199,542.897   462,010.535   MT  1.00002404   -1 14 54.0
 DN5157;SPC WI C     -   654,666.99  1,515,779.56   sFT  1.00002404   -1 14 54.0
 DN5157;UTM  15      - 5,052,061.943   595,958.812   MT  0.99971321   +0 52 46.7
 DN5157
 DN5157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5157!SPC WI C     -   0.99994224  x   1.00002404  =   0.99996628
 DN5157!UTM  15      -   0.99994224  x   0.99971321  =   0.99965546
 DN5157
 DN5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9595852061(NAD 83)
 DN5157
 DN5157                          SUPERSEDED SURVEY CONTROL
 DN5157
 DN5157.No superseded survey control is available for this station.
 DN5157
 DN5157_MARKER: DD = SURVEY DISK
 DN5157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5157_STAMPING: 7Q11 2006
 DN5157_MARK LOGO: WIDT
 DN5157_PROJECTION: FLUSH
 DN5157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5157+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2016
 DN5157
 DN5157  HISTORY     - Date     Condition        Report By
 DN5157  HISTORY     - 2005     MONUMENTED       WIDT
 DN5157  HISTORY     - 20091103 GOOD             WIDT
 DN5157  HISTORY     - 20160823 GOOD             WIDT
 DN5157
 DN5157                          STATION DESCRIPTION
 DN5157
 DN5157'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5157'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DN5157'HIGHWAY V ON THE EAST SIDE OF THE VILLAGE OF HAUGEN, GO NORTH ON US
 DN5157'HIGHWAY 53 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DN5157'
 DN5157'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5157'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5157'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5157'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5157'THE STATION IS 24.2 M (79.4 FT) EAST OF THE CENTERLINE OF THE TWO
 DN5157'NORTHBOUND LANES OF US HIGHWAY 53, 87.3 M (286.4 FT) NORTH-NORTHEAST
 DN5157'OF A -151- MILE MARKER SIGN POST, 45.5 M (149.3 FT) NORTH OF THE WEST
 DN5157'POST FOR A BILLBOARD ADVERTISEMENT SIGN, 1.1 M (3.6 FT) WEST OF A
 DN5157'RIGHT-OF-WAY FENCE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5157'T-POSTS SURROUNDING THE STATION.
 DN5157'
 DN5157'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5157'DEGREES ABOVE THE HORIZON.
 DN5157
 DN5157                          STATION RECOVERY (2016)
 DN5157
 DN5157'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DN5157'RECOVERED IN GOOD CONDITION.  THE JUNCTION OF US HIGHWAY 53 WITH
 DN5157'COUNTY HIGHWAY V HAS BEEN IMPROVED FROM AN AT-GRADE CROSSING TO A
 DN5157'GRADE SEPARATED INTERCHANGE (EXIT 150), COMPLETE WITH HIGHWAY ENTRY
 DN5157'AND EXIT RAMP ROADS.
 DN5157'
 DN5157'TO REACH THE STATION FROM THE JUNCTION OF THE NORTHBOUND US HIGHWAY 53
 DN5157'ENTRY RAMP ROAD WITH COUNTY HIGHWAY V JUST EAST OF THE VILLAGE OF
 DN5157'HAUGEN, GO NORTH ON THE HIGHWAY ENTRY RAMP ROAD FOR APPROXIMATELY 0.4
 DN5157'MI (0.6 KM) TO THE STATION ON THE RIGHT, LOCATED NEAR THE MESH POINT
 DN5157'OF THE ENTRY RAMP ROAD WITH NORTHBOUND US HIGHWAY 53.  THE STATION IS
 DN5157'14.5 M (47.6 FT) EAST-SOUTHEAST OF THE NEAREST DELINEATOR POST ALONG
 DN5157'THE SHOULDER OF THE HIGHWAY AND IS LOCATED IN THE CENTER OF A TRIANGLE
 DN5157'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DN5157'
 DN5157'NOTE-THE BILLBOARD SIGN TO THE SOUTH OF THE STATION REFERENCED IN 2009
 DN5157'HAS SINCE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5158 ***********************************************************************
 DN5158  DESIGNATION -  7Q12
 DN5158  PID         -  DN5158
 DN5158  STATE/COUNTY-  WI/WASHBURN
 DN5158  COUNTRY     -  US
 DN5158  USGS QUAD   -  SARONA (2018)
 DN5158
 DN5158                         *CURRENT SURVEY CONTROL
 DN5158  ______________________________________________________________________
 DN5158* NAD 83(1986) POSITION- 45 40 08.0    (N) 091 47 41.7    (W)   HD_HELD2
 DN5158* NAVD 88 ORTHO HEIGHT -   411.272 (meters)     1349.31  (feet) ADJUSTED
 DN5158  ______________________________________________________________________
 DN5158  GEOID HEIGHT    -        -29.828 (meters)                     GEOID18
 DN5158  DYNAMIC HEIGHT  -        411.238 (meters)     1349.20  (feet) COMP
 DN5158  MODELED GRAVITY -    980,521.9   (mgal)                       NAVD 88
 DN5158
 DN5158  VERT ORDER      -  SECOND    CLASS I
 DN5158
 DN5158.The horizontal coordinates were established by autonomous hand held GPS
 DN5158.observations and have an estimated accuracy of +/- 10 meters.
 DN5158
 DN5158.The orthometric height was determined by differential leveling and
 DN5158.adjusted by the WI DEPT OF TRANSP
 DN5158.in May 2012.
 DN5158
 DN5158.No vertical observational check was made to the station.
 DN5158
 DN5158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5158.GEOID18 height accuracy estimate available here.
 DN5158
 DN5158.Click photographs - Photos may exist for this station.
 DN5158
 DN5158.The dynamic height is computed by dividing the NAVD 88
 DN5158.geopotential number by the normal gravity value computed on the
 DN5158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5158.degrees latitude (g = 980.6199 gals.).
 DN5158
 DN5158.The modeled gravity was interpolated from observed gravity values.
 DN5158
 DN5158;                    North         East    Units  Estimated Accuracy
 DN5158;SPC WI N     -    57,399.      460,147.      MT  (+/- 10 meters HH2 GPS)
 DN5158
 DN5158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9386757966(NAD 83)
 DN5158
 DN5158                          SUPERSEDED SURVEY CONTROL
 DN5158
 DN5158.No superseded survey control is available for this station.
 DN5158
 DN5158_MARKER: DD = SURVEY DISK
 DN5158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5158_STAMPING: 7Q12 2006
 DN5158_MARK LOGO: WIDT
 DN5158_PROJECTION: FLUSH
 DN5158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5158+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 DN5158
 DN5158  HISTORY     - Date     Condition        Report By
 DN5158  HISTORY     - 2005     MONUMENTED       WIDT
 DN5158  HISTORY     - 20091103 GOOD             WIDT
 DN5158
 DN5158                          STATION DESCRIPTION
 DN5158
 DN5158'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5158'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DN5158'HIGHWAY D IN THE COMMUNITY OF SARONA, GO SOUTH ON US HIGHWAY 53 FOR
 DN5158'2.9 MI (4.7 KM) TO BIG KEKEGEMA LAKE ROAD RIGHT AND A MEDIAN
 DN5158'CROSS-OVER TO LONG LAKE AVENUE LEFT.  TURN LEFT 180 DEGREES AND GO
 DN5158'NORTH ON US HIGHWAY 53 FOR 0.10 MI (0.2 KM) TO THE STATION ON THE
 DN5158'RIGHT.
 DN5158'
 DN5158'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5158'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5158'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5158'GROUND AND APPROXIMATELY 3.5 M (11.5 FT) HIGHER THAN THE HIGHWAY
 DN5158'PAVEMENT.
 DN5158'
 DN5158'THE STATION IS 31.0 M (101.7 FT) EAST OF THE CENTERLINE OF THE TWO
 DN5158'NORTHBOUND LANES OF US HIGHWAY 53, 70.5 M (231.3 FT) SOUTH-SOUTHEAST
 DN5158'OF MILE MARKER -155-, 22.3 M (73.2 FT) NORTH OF A POWER POLE, 1.7 M
 DN5158'(5.6 FT) WEST OF A METAL WOVEN RIGHT-OF-WAY FENCE AND IS 1 M (3.3 FT)
 DN5158'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5158'
 DN5158'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5158'DEGREES ABOVE THE HORIZON EXCEPT FOR MULTIPLE POWER LINES OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5159 ***********************************************************************
 DN5159  DESIGNATION -  7Q13
 DN5159  PID         -  DN5159
 DN5159  STATE/COUNTY-  WI/WASHBURN
 DN5159  COUNTRY     -  US
 DN5159  USGS QUAD   -  SARONA (2018)
 DN5159
 DN5159                         *CURRENT SURVEY CONTROL
 DN5159  ______________________________________________________________________
 DN5159* NAD 83(1986) POSITION- 45 41 45.8    (N) 091 48 10.1    (W)   HD_HELD2
 DN5159* NAVD 88 ORTHO HEIGHT -   395.033 (meters)     1296.04  (feet) ADJUSTED
 DN5159  ______________________________________________________________________
 DN5159  GEOID HEIGHT    -        -29.728 (meters)                     GEOID18
 DN5159  DYNAMIC HEIGHT  -        395.001 (meters)     1295.93  (feet) COMP
 DN5159  MODELED GRAVITY -    980,524.2   (mgal)                       NAVD 88
 DN5159
 DN5159  VERT ORDER      -  SECOND    CLASS I
 DN5159
 DN5159.The horizontal coordinates were established by autonomous hand held GPS
 DN5159.observations and have an estimated accuracy of +/- 10 meters.
 DN5159
 DN5159.The orthometric height was determined by differential leveling and
 DN5159.adjusted by the WI DEPT OF TRANSP
 DN5159.in May 2012.
 DN5159
 DN5159.No vertical observational check was made to the station.
 DN5159
 DN5159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5159.GEOID18 height accuracy estimate available here.
 DN5159
 DN5159.Click photographs - Photos may exist for this station.
 DN5159
 DN5159.The dynamic height is computed by dividing the NAVD 88
 DN5159.geopotential number by the normal gravity value computed on the
 DN5159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5159.degrees latitude (g = 980.6199 gals.).
 DN5159
 DN5159.The modeled gravity was interpolated from observed gravity values.
 DN5159
 DN5159;                    North         East    Units  Estimated Accuracy
 DN5159;SPC WI N     -    60,432.      459,601.      MT  (+/- 10 meters HH2 GPS)
 DN5159
 DN5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9320760975(NAD 83)
 DN5159
 DN5159                          SUPERSEDED SURVEY CONTROL
 DN5159
 DN5159.No superseded survey control is available for this station.
 DN5159
 DN5159_MARKER: DD = SURVEY DISK
 DN5159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5159_STAMPING: 7Q13 2006
 DN5159_MARK LOGO: WIDT
 DN5159_PROJECTION: FLUSH
 DN5159_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5159+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 DN5159
 DN5159  HISTORY     - Date     Condition        Report By
 DN5159  HISTORY     - 2005     MONUMENTED       WIDT
 DN5159  HISTORY     - 20091103 GOOD             WIDT
 DN5159
 DN5159                          STATION DESCRIPTION
 DN5159
 DN5159'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5159'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DN5159'HIGHWAY D IN THE COMMUNITY OF SARONA, GO SOUTH ON US HIGHWAY 53 FOR
 DN5159'1.4 MI (2.3 KM) TO PINE GROVE ROAD RIGHT AND A MEDIAN CROSS-OVER LEFT.
 DN5159'TURN LEFT 180 DEGREES AND GO NORTH ON US HIGHWAY 53 FOR 0.50 MI (0.8
 DN5159'KM) TO THE STATION ON THE RIGHT.
 DN5159'
 DN5159'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5159'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5159'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5159'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5159'THE STATION IS 24.0 M (78.7 FT) EAST OF THE CENTERLINE OF THE TWO
 DN5159'NORTHBOUND LANES OF US HIGHWAY 53, 52.5 M (172.2 FT) SOUTH OF THE
 DN5159'EXTENDED CENTERLINE OF ZIMMERMANS ROAD AND A GATED FIELD ENTRANCE,
 DN5159'35.9 M (117.8 FT) EAST-SOUTHEAST OF A -WRONG WAY- WOODEN SIGN POST,
 DN5159'5.8 M (19.0 FT) SOUTH-SOUTHWEST OF THE TOP CENTER OF TELEPHONE
 DN5159'PEDESTAL -131950 7 C 6-1-, 2.5 M (8.2 FT) WEST OF A METAL WOVEN
 DN5159'RIGHT-OF-WAY FENCE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5159'T-POSTS SURROUNDING THE STATION.
 DN5159'
 DN5159'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5159'DEGREES ABOVE THE HORIZON EXCEPT FOR MULTIPLE POWER LINES EXTENDING TO
 DN5159'60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5160 ***********************************************************************
 DN5160  DESIGNATION -  7Q14
 DN5160  PID         -  DN5160
 DN5160  STATE/COUNTY-  WI/WASHBURN
 DN5160  COUNTRY     -  US
 DN5160  USGS QUAD   -  SARONA (2018)
 DN5160
 DN5160                         *CURRENT SURVEY CONTROL
 DN5160  ______________________________________________________________________
 DN5160* NAD 83(1986) POSITION- 45 44 33.1    (N) 091 49 41.0    (W)   HD_HELD2
 DN5160* NAVD 88 ORTHO HEIGHT -   415.716 (meters)     1363.89  (feet) ADJUSTED
 DN5160  ______________________________________________________________________
 DN5160  GEOID HEIGHT    -        -29.479 (meters)                     GEOID18
 DN5160  DYNAMIC HEIGHT  -        415.687 (meters)     1363.80  (feet) COMP
 DN5160  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 DN5160
 DN5160  VERT ORDER      -  SECOND    CLASS I
 DN5160
 DN5160.The horizontal coordinates were established by autonomous hand held GPS
 DN5160.observations and have an estimated accuracy of +/- 10 meters.
 DN5160
 DN5160.The orthometric height was determined by differential leveling and
 DN5160.adjusted by the WI DEPT OF TRANSP
 DN5160.in May 2012.
 DN5160
 DN5160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5160.GEOID18 height accuracy estimate available here.
 DN5160
 DN5160.Click photographs - Photos may exist for this station.
 DN5160
 DN5160.The dynamic height is computed by dividing the NAVD 88
 DN5160.geopotential number by the normal gravity value computed on the
 DN5160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5160.degrees latitude (g = 980.6199 gals.).
 DN5160
 DN5160.The modeled gravity was interpolated from observed gravity values.
 DN5160
 DN5160;                    North         East    Units  Estimated Accuracy
 DN5160;SPC WI N     -    65,640.      457,754.      MT  (+/- 10 meters HH2 GPS)
 DN5160
 DN5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9116666109(NAD 83)
 DN5160
 DN5160                          SUPERSEDED SURVEY CONTROL
 DN5160
 DN5160.No superseded survey control is available for this station.
 DN5160
 DN5160_MARKER: DD = SURVEY DISK
 DN5160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5160_STAMPING: 7Q14 2006
 DN5160_MARK LOGO: WIDT
 DN5160_PROJECTION: FLUSH
 DN5160_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5160+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2009
 DN5160
 DN5160  HISTORY     - Date     Condition        Report By
 DN5160  HISTORY     - 2005     MONUMENTED       WIDT
 DN5160  HISTORY     - 20091102 GOOD             WIDT
 DN5160
 DN5160                          STATION DESCRIPTION
 DN5160
 DN5160'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5160'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DN5160'HIGHWAY B APPROXIMATELY 5 MI (8.0 KM) NORTHEAST OF THE CITY OF SHELL
 DN5160'LAKE, GO WEST ON COUNTY HIGHWAY B FOR 0.7 MI (1.1 KM) TO STATE HIGHWAY
 DN5160'253.  TURN LEFT AND GO SOUTHEAST ON STATE HIGHWAY 253 FOR 0.91 MI (1.5
 DN5160'KM) TO THE STATION ON THE LEFT.
 DN5160'
 DN5160'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5160'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5160'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5160'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5160'PAVEMENT.
 DN5160'
 DN5160'THE STATION IS 11.1 M (36.4 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DN5160'HIGHWAY 253, 0.10 MI (0.2 KM) SOUTHEAST OF A FIELD ENTRANCE, 32.8 M
 DN5160'(107.6 FT) SOUTHEAST OF A -WARNING NO HUNTING- WOODEN POST, 25.7 M
 DN5160'(84.3 FT) NORTHWEST OF A -WARNING NO HUNTING- WOODEN POST, 8.8 M (28.9
 DN5160'FT) NORTHWEST OF A 10 CM (4 INCH) WIDE IRON POST, 3 M (9.8 FT) WEST OF
 DN5160'A CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5160'T-POSTS SURROUNDING THE STATION.
 DN5160'
 DN5160'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5160'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4973 ***********************************************************************
 DN4973  DESIGNATION -  7Q15
 DN4973  PID         -  DN4973
 DN4973  STATE/COUNTY-  WI/RUSK
 DN4973  COUNTRY     -  US
 DN4973  USGS QUAD   -  MIKANA (2018)
 DN4973
 DN4973                         *CURRENT SURVEY CONTROL
 DN4973  ______________________________________________________________________
 DN4973* NAD 83(1986) POSITION- 45 31 10.2    (N) 091 30 01.0    (W)   HD_HELD2
 DN4973* NAVD 88 ORTHO HEIGHT -   464.006 (meters)     1522.33  (feet) ADJUSTED
 DN4973  ______________________________________________________________________
 DN4973  GEOID HEIGHT    -        -30.069 (meters)                     GEOID18
 DN4973  DYNAMIC HEIGHT  -        463.976 (meters)     1522.23  (feet) COMP
 DN4973  MODELED GRAVITY -    980,536.2   (mgal)                       NAVD 88
 DN4973
 DN4973  VERT ORDER      -  SECOND    CLASS I
 DN4973
 DN4973.The horizontal coordinates were established by autonomous hand held GPS
 DN4973.observations and have an estimated accuracy of +/- 10 meters.
 DN4973
 DN4973.The orthometric height was determined by differential leveling and
 DN4973.adjusted by the WI DEPT OF TRANSP
 DN4973.in May 2012.
 DN4973
 DN4973.No vertical observational check was made to the station.
 DN4973
 DN4973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4973.GEOID18 height accuracy estimate available here.
 DN4973
 DN4973.Click photographs - Photos may exist for this station.
 DN4973
 DN4973.The dynamic height is computed by dividing the NAVD 88
 DN4973.geopotential number by the normal gravity value computed on the
 DN4973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4973.degrees latitude (g = 980.6199 gals.).
 DN4973
 DN4973.The modeled gravity was interpolated from observed gravity values.
 DN4973
 DN4973;                    North         East    Units  Estimated Accuracy
 DN4973;SPC WI C     -   188,456.      482,788.      MT  (+/- 10 meters HH2 GPS)
 DN4973
 DN4973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1712741756(NAD 83)
 DN4973
 DN4973                          SUPERSEDED SURVEY CONTROL
 DN4973
 DN4973.No superseded survey control is available for this station.
 DN4973
 DN4973_MARKER: DD = SURVEY DISK
 DN4973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4973_STAMPING: 7Q15 2006
 DN4973_MARK LOGO: WIDT
 DN4973_PROJECTION: FLUSH
 DN4973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4973+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2009
 DN4973
 DN4973  HISTORY     - Date     Condition        Report By
 DN4973  HISTORY     - 2005     MONUMENTED       WIDT
 DN4973  HISTORY     - 20091020 GOOD             WIDT
 DN4973
 DN4973                          STATION DESCRIPTION
 DN4973
 DN4973'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4973'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DN4973'HIGHWAY WEST ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF
 DN4973'WEYERHAEUSER, GO NORTH ON COUNTY HIGHWAY O FOR 0.5 MI (0.8 KM) TO
 DN4973'COUNTY HIGHWAY F.  TURN LEFT AND GO NORTH ON COUNTY HIGHWAY F FOR 0.7
 DN4973'MI (1.1 KM) TO THE STATION ON THE LEFT.
 DN4973'
 DN4973'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4973'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN4973'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP, FLUSH WITH THE
 DN4973'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN4973'PAVEMENT.
 DN4973'
 DN4973'THE STATION IS 12.3 M (40.4 FT) WEST OF THE CENTERLINE OF COUNTY
 DN4973'HIGHWAY F, 25.0 M (82.0 FT) WEST-SOUTHWEST OF THE TOP CENTER OF A
 DN4973'GREEN HIGH VOLTAGE ELECTRICAL BOX, 18.9 M (62.0 FT) NORTH OF TELEPHONE
 DN4973'PEDESTAL NUMBER 1-44A WITH AN ORANGE WARNING SIGN ON A WOODEN POST,
 DN4973'9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF A TRACK ROAD AND IS 1 M
 DN4973'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4973'
 DN4973'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN4973'QUADRANTS EXTENDING TO 90 DEGREES AND TREES IN THE EAST QUADRANTS
 DN4973'EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4974 ***********************************************************************
 DN4974  DESIGNATION -  7Q16
 DN4974  PID         -  DN4974
 DN4974  STATE/COUNTY-  WI/RUSK
 DN4974  COUNTRY     -  US
 DN4974  USGS QUAD   -  MIKANA (2018)
 DN4974
 DN4974                         *CURRENT SURVEY CONTROL
 DN4974  ______________________________________________________________________
 DN4974* NAD 83(1986) POSITION- 45 33 06.7    (N) 091 30 01.6    (W)   HD_HELD2
 DN4974* NAVD 88 ORTHO HEIGHT -   456.154 (meters)     1496.57  (feet) ADJUSTED
 DN4974  ______________________________________________________________________
 DN4974  GEOID HEIGHT    -        -30.075 (meters)                     GEOID18
 DN4974  DYNAMIC HEIGHT  -        456.127 (meters)     1496.48  (feet) COMP
 DN4974  MODELED GRAVITY -    980,542.6   (mgal)                       NAVD 88
 DN4974
 DN4974  VERT ORDER      -  SECOND    CLASS I
 DN4974
 DN4974.The horizontal coordinates were established by autonomous hand held GPS
 DN4974.observations and have an estimated accuracy of +/- 10 meters.
 DN4974
 DN4974.The orthometric height was determined by differential leveling and
 DN4974.adjusted by the WI DEPT OF TRANSP
 DN4974.in May 2012.
 DN4974
 DN4974.No vertical observational check was made to the station.
 DN4974
 DN4974.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4974.GEOID18 height accuracy estimate available here.
 DN4974
 DN4974.Click photographs - Photos may exist for this station.
 DN4974
 DN4974.The dynamic height is computed by dividing the NAVD 88
 DN4974.geopotential number by the normal gravity value computed on the
 DN4974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4974.degrees latitude (g = 980.6199 gals.).
 DN4974
 DN4974.The modeled gravity was interpolated from observed gravity values.
 DN4974
 DN4974;                    North         East    Units  Estimated Accuracy
 DN4974;SPC WI C     -   192,052.      482,841.      MT  (+/- 10 meters HH2 GPS)
 DN4974
 DN4974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1704745351(NAD 83)
 DN4974
 DN4974                          SUPERSEDED SURVEY CONTROL
 DN4974
 DN4974.No superseded survey control is available for this station.
 DN4974
 DN4974_MARKER: DD = SURVEY DISK
 DN4974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4974_STAMPING: 7Q16 2006
 DN4974_MARK LOGO: WIDT
 DN4974_PROJECTION: FLUSH
 DN4974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4974+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2009
 DN4974
 DN4974  HISTORY     - Date     Condition        Report By
 DN4974  HISTORY     - 2005     MONUMENTED       WIDT
 DN4974  HISTORY     - 20091020 GOOD             WIDT
 DN4974
 DN4974                          STATION DESCRIPTION
 DN4974
 DN4974'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4974'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DN4974'HIGHWAY WEST ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF
 DN4974'WEYERHAEUSER, GO NORTH ON COUNTY HIGHWAY O FOR 0.5 MI (0.8 KM) TO
 DN4974'COUNTY HIGHWAY F.  TURN LEFT AND GO NORTH ON COUNTY HIGHWAY F FOR 3.0
 DN4974'MI (4.8 KM) TO TOWN LINE ROAD AND THE STATION IN THE SOUTHEAST
 DN4974'QUADRANT ON THE RIGHT.
 DN4974'
 DN4974'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4974'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN4974'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4974'GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DN4974'
 DN4974'THE STATION IS 12.7 M (41.7 FT) EAST OF THE CENTERLINE OF COUNTY
 DN4974'HIGHWAY F, 13.1 M (43.0 FT) SOUTH OF THE CENTERLINE OF TOWN LINE ROAD,
 DN4974'5.9 M (19.4 FT) SOUTHEAST OF A CTY F METAL SIGN POST, 5.2 M (17.1 FT)
 DN4974'NORTH OF A THE DOGHOUSE BOARDING KENNEL METAL SIGN POST AND IS 1 M
 DN4974'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4974'
 DN4974'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL QUADRANTS
 DN4974'EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4975 ***********************************************************************
 DN4975  DESIGNATION -  7Q17
 DN4975  PID         -  DN4975
 DN4975  STATE/COUNTY-  WI/RUSK
 DN4975  COUNTRY     -  US
 DN4975  USGS QUAD   -  MIKANA (2018)
 DN4975
 DN4975                         *CURRENT SURVEY CONTROL
 DN4975  ______________________________________________________________________
 DN4975* NAD 83(1986) POSITION- 45 34 20.5    (N) 091 30 37.1    (W)   HD_HELD2
 DN4975* NAVD 88 ORTHO HEIGHT -   387.585 (meters)     1271.60  (feet) ADJUSTED
 DN4975  ______________________________________________________________________
 DN4975  GEOID HEIGHT    -        -30.089 (meters)                     GEOID18
 DN4975  DYNAMIC HEIGHT  -        387.564 (meters)     1271.53  (feet) COMP
 DN4975  MODELED GRAVITY -    980,548.3   (mgal)                       NAVD 88
 DN4975
 DN4975  VERT ORDER      -  SECOND    CLASS I
 DN4975
 DN4975.The horizontal coordinates were established by autonomous hand held GPS
 DN4975.observations and have an estimated accuracy of +/- 10 meters.
 DN4975
 DN4975.The orthometric height was determined by differential leveling and
 DN4975.adjusted by the WI DEPT OF TRANSP
 DN4975.in May 2012.
 DN4975
 DN4975.No vertical observational check was made to the station.
 DN4975
 DN4975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4975.GEOID18 height accuracy estimate available here.
 DN4975
 DN4975.Click photographs - Photos may exist for this station.
 DN4975
 DN4975.The dynamic height is computed by dividing the NAVD 88
 DN4975.geopotential number by the normal gravity value computed on the
 DN4975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4975.degrees latitude (g = 980.6199 gals.).
 DN4975
 DN4975.The modeled gravity was interpolated from observed gravity values.
 DN4975
 DN4975;                    North         East    Units  Estimated Accuracy
 DN4975;SPC WI C     -   194,344.      482,114.      MT  (+/- 10 meters HH2 GPS)
 DN4975
 DN4975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1623547614(NAD 83)
 DN4975
 DN4975                          SUPERSEDED SURVEY CONTROL
 DN4975
 DN4975.No superseded survey control is available for this station.
 DN4975
 DN4975_MARKER: DD = SURVEY DISK
 DN4975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4975_STAMPING: 7Q17 2006
 DN4975_MARK LOGO: WIDT
 DN4975_PROJECTION: FLUSH
 DN4975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4975+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2009
 DN4975
 DN4975  HISTORY     - Date     Condition        Report By
 DN4975  HISTORY     - 2005     MONUMENTED       WIDT
 DN4975  HISTORY     - 20091020 GOOD             WIDT
 DN4975
 DN4975                          STATION DESCRIPTION
 DN4975
 DN4975'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4975'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DN4975'HIGHWAY WEST ABOUT 7 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF
 DN4975'WEYERHAEUSER, GO NORTH ON COUNTY HIGHWAY O FOR 0.5 MI (0.8 KM) TO
 DN4975'COUNTY HIGHWAY F.  TURN LEFT AND GO NORTH ON COUNTY HIGHWAY F FOR 4.0
 DN4975'MI (6.4 KM) TO SOUTH BUCKS LAKE ROAD RIGHT.  CONTINUE NORTHWEST ON
 DN4975'COUNTY HIGHWAY F FOR 0.6 MI (1.0 KM) TO THE ROAD TO THE MURPHY FLOWAGE
 DN4975'PICNIC AREA AT FIRE NUMBER N7905 LEFT AND THE STATION ON THE LEFT.
 DN4975'
 DN4975'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4975'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN4975'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4975'GROUND AND ABOUT 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN4975'
 DN4975'THE STATION IS 18.5 M (60.7 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DN4975'HIGHWAY F, 21.5 M (70.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD TO
 DN4975'THE MURPHY FLOWAGE PICNIC AREA AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN4975'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4975'
 DN4975'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST AND
 DN4975'EAST QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4976 ***********************************************************************
 DN4976  DESIGNATION -  7Q18
 DN4976  PID         -  DN4976
 DN4976  STATE/COUNTY-  WI/RUSK
 DN4976  COUNTRY     -  US
 DN4976  USGS QUAD   -  MIKANA (2018)
 DN4976
 DN4976                         *CURRENT SURVEY CONTROL
 DN4976  ______________________________________________________________________
 DN4976* NAD 83(1986) POSITION- 45 36 09.1    (N) 091 30 46.1    (W)   HD_HELD2
 DN4976* NAVD 88 ORTHO HEIGHT -   417.591 (meters)     1370.05  (feet) ADJUSTED
 DN4976  ______________________________________________________________________
 DN4976  GEOID HEIGHT    -        -30.097 (meters)                     GEOID18
 DN4976  DYNAMIC HEIGHT  -        417.564 (meters)     1369.96  (feet) COMP
 DN4976  MODELED GRAVITY -    980,538.6   (mgal)                       NAVD 88
 DN4976
 DN4976  VERT ORDER      -  SECOND    CLASS I
 DN4976
 DN4976.The horizontal coordinates were established by autonomous hand held GPS
 DN4976.observations and have an estimated accuracy of +/- 10 meters.
 DN4976
 DN4976.The orthometric height was determined by differential leveling and
 DN4976.adjusted by the WI DEPT OF TRANSP
 DN4976.in May 2012.
 DN4976
 DN4976.No vertical observational check was made to the station.
 DN4976
 DN4976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4976.GEOID18 height accuracy estimate available here.
 DN4976
 DN4976.Click photographs - Photos may exist for this station.
 DN4976
 DN4976.The dynamic height is computed by dividing the NAVD 88
 DN4976.geopotential number by the normal gravity value computed on the
 DN4976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4976.degrees latitude (g = 980.6199 gals.).
 DN4976
 DN4976.The modeled gravity was interpolated from observed gravity values.
 DN4976
 DN4976;                    North         East    Units  Estimated Accuracy
 DN4976;SPC WI C     -   197,700.      481,981.      MT  (+/- 10 meters HH2 GPS)
 DN4976
 DN4976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1597850962(NAD 83)
 DN4976
 DN4976                          SUPERSEDED SURVEY CONTROL
 DN4976
 DN4976.No superseded survey control is available for this station.
 DN4976
 DN4976_MARKER: DD = SURVEY DISK
 DN4976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4976_STAMPING: 7Q18 2006
 DN4976_MARK LOGO: WIDT
 DN4976_PROJECTION: FLUSH
 DN4976_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4976+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2009
 DN4976
 DN4976  HISTORY     - Date     Condition        Report By
 DN4976  HISTORY     - 2005     MONUMENTED       WIDT
 DN4976  HISTORY     - 20091022 GOOD             WIDT
 DN4976
 DN4976                          STATION DESCRIPTION
 DN4976
 DN4976'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4976'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN4976'HIGHWAY F SOUTH APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE VILLAGE
 DN4976'OF BIRCHWOOD, GO SOUTH ON COUNTY HIGHWAY F FOR 2.5 MI (4.0 KM) TO THE
 DN4976'SAWYER-RUSK COUNTY LINE.  CONTINUE SOUTH ON COUNTY HIGHWAY F FOR 2.4
 DN4976'MI (3.9 KM) TO COUNTY F CURVING LEFT AND VALLEY ROAD RIGHT, CURVE LEFT
 DN4976'AND GO EAST ON COUNTY HIGHWAY F FOR 0.4 MI (0.6 KM) TO THE STATION ON
 DN4976'THE LEFT.
 DN4976'
 DN4976'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4976'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN4976'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4976'GROUND AND APPROXIMATELY 0.7 M (2.3 FT) LOWER THAN THE HIGHWAY
 DN4976'PAVEMENT.
 DN4976'
 DN4976'THE STATION IS 8.3 M (27.2 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN4976'HIGHWAY F, APPROXIMATELY 200 M (656.2 FT) EAST OF A COW CROSSING SIGN
 DN4976'POST, 54.7 M (179.5 FT) WEST OF THE CENTERLINE OF A FIELD ENTRANCE,
 DN4976'41.1 M (134.8 FT) NORTHEAST OF A POWER POLE, 33.3 M (109.3 FT)
 DN4976'NORTHWEST OF A POWER POLE, 1.2 M (3.9 FT) SOUTH OF A CULTIVATED FIELD
 DN4976'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN4976'STATION.
 DN4976'
 DN4976'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN4976'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4977 ***********************************************************************
 DN4977  DESIGNATION -  7Q19
 DN4977  PID         -  DN4977
 DN4977  STATE/COUNTY-  WI/RUSK
 DN4977  COUNTRY     -  US
 DN4977  USGS QUAD   -  MIKANA (2018)
 DN4977
 DN4977                         *CURRENT SURVEY CONTROL
 DN4977  ______________________________________________________________________
 DN4977* NAD 83(1986) POSITION- 45 37 28.8    (N) 091 31 18.5    (W)   HD_HELD2
 DN4977* NAVD 88 ORTHO HEIGHT -   388.406 (meters)     1274.30  (feet) ADJUSTED
 DN4977  ______________________________________________________________________
 DN4977  GEOID HEIGHT    -        -30.108 (meters)                     GEOID18
 DN4977  DYNAMIC HEIGHT  -        388.379 (meters)     1274.21  (feet) COMP
 DN4977  MODELED GRAVITY -    980,537.1   (mgal)                       NAVD 88
 DN4977
 DN4977  VERT ORDER      -  SECOND    CLASS I
 DN4977
 DN4977.The horizontal coordinates were established by autonomous hand held GPS
 DN4977.observations and have an estimated accuracy of +/- 10 meters.
 DN4977
 DN4977.The orthometric height was determined by differential leveling and
 DN4977.adjusted by the WI DEPT OF TRANSP
 DN4977.in May 2012.
 DN4977
 DN4977.No vertical observational check was made to the station.
 DN4977
 DN4977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4977.GEOID18 height accuracy estimate available here.
 DN4977
 DN4977.Click photographs - Photos may exist for this station.
 DN4977
 DN4977.The dynamic height is computed by dividing the NAVD 88
 DN4977.geopotential number by the normal gravity value computed on the
 DN4977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4977.degrees latitude (g = 980.6199 gals.).
 DN4977
 DN4977.The modeled gravity was interpolated from observed gravity values.
 DN4977
 DN4977;                    North         East    Units  Estimated Accuracy
 DN4977;SPC WI C     -   200,174.      481,325.      MT  (+/- 10 meters HH2 GPS)
 DN4977
 DN4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1523153409(NAD 83)
 DN4977
 DN4977                          SUPERSEDED SURVEY CONTROL
 DN4977
 DN4977.No superseded survey control is available for this station.
 DN4977
 DN4977_MARKER: DD = SURVEY DISK
 DN4977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4977_STAMPING: 7Q19 2006
 DN4977_MARK LOGO: WIDT
 DN4977_PROJECTION: FLUSH
 DN4977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4977+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2009
 DN4977
 DN4977  HISTORY     - Date     Condition        Report By
 DN4977  HISTORY     - 2005     MONUMENTED       WIDT
 DN4977  HISTORY     - 20091026 GOOD             WIDT
 DN4977
 DN4977                          STATION DESCRIPTION
 DN4977
 DN4977'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4977'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN4977'HIGHWAY F SOUTH APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE VILLAGE
 DN4977'OF BIRCHWOOD, GO SOUTH ON COUNTY HIGHWAY F FOR 2.5 MI (4.0 KM) TO THE
 DN4977'SAWYER-RUSK COUNTY LINE.  CONTINUE SOUTH ON COUNTY HIGHWAY F FOR 0.87
 DN4977'MI (1.4 KM) TO THE STATION ON THE LEFT.
 DN4977'
 DN4977'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4977'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN4977'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4977'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN4977'PAVEMENT.
 DN4977'
 DN4977'THE STATION IS 9.5 M (31.2 FT) EAST OF THE CENTERLINE OF COUNTY
 DN4977'HIGHWAY F, 95.0 M (311.7 FT) NORTH OF THE CENTERLINE OF BREAKNECK
 DN4977'ROAD, 64.0 M (210.0 FT) SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE,
 DN4977'44.6 M (146.3 FT) SOUTHEAST OF POWER POLE NUMBER 80, 34.2 M (112.2 FT)
 DN4977'NORTHEAST OF A POWER POLE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN4977'T-POSTS SURROUNDING THE STATION.
 DN4977'
 DN4977'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN4977'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4978 ***********************************************************************
 DN4978  DESIGNATION -  7Q20
 DN4978  PID         -  DN4978
 DN4978  STATE/COUNTY-  WI/SAWYER
 DN4978  COUNTRY     -  US
 DN4978  USGS QUAD   -  BIRCHWOOD (2018)
 DN4978
 DN4978                         *CURRENT SURVEY CONTROL
 DN4978  ______________________________________________________________________
 DN4978* NAD 83(1986) POSITION- 45 39 07.2    (N) 091 31 28.5    (W)   HD_HELD2
 DN4978* NAVD 88 ORTHO HEIGHT -   381.501 (meters)     1251.64  (feet) ADJUSTED
 DN4978  ______________________________________________________________________
 DN4978  GEOID HEIGHT    -        -30.101 (meters)                     GEOID18
 DN4978  DYNAMIC HEIGHT  -        381.474 (meters)     1251.55  (feet) COMP
 DN4978  MODELED GRAVITY -    980,534.9   (mgal)                       NAVD 88
 DN4978
 DN4978  VERT ORDER      -  SECOND    CLASS I
 DN4978
 DN4978.The horizontal coordinates were established by autonomous hand held GPS
 DN4978.observations and have an estimated accuracy of +/- 10 meters.
 DN4978
 DN4978.The orthometric height was determined by differential leveling and
 DN4978.adjusted by the WI DEPT OF TRANSP
 DN4978.in May 2012.
 DN4978
 DN4978.No vertical observational check was made to the station.
 DN4978
 DN4978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4978.GEOID18 height accuracy estimate available here.
 DN4978
 DN4978.Click photographs - Photos may exist for this station.
 DN4978
 DN4978.The dynamic height is computed by dividing the NAVD 88
 DN4978.geopotential number by the normal gravity value computed on the
 DN4978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4978.degrees latitude (g = 980.6199 gals.).
 DN4978
 DN4978.The modeled gravity was interpolated from observed gravity values.
 DN4978
 DN4978;                    North         East    Units  Estimated Accuracy
 DN4978;SPC WI N     -    55,082.      481,172.      MT  (+/- 10 meters HH2 GPS)
 DN4978
 DN4978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1495856442(NAD 83)
 DN4978
 DN4978                          SUPERSEDED SURVEY CONTROL
 DN4978
 DN4978.No superseded survey control is available for this station.
 DN4978
 DN4978_MARKER: DD = SURVEY DISK
 DN4978_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN4978_SP_SET: BRIDGE WING WALL
 DN4978_STAMPING: 7Q20 2006
 DN4978_MARK LOGO: WIDT
 DN4978_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4978+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2009
 DN4978
 DN4978  HISTORY     - Date     Condition        Report By
 DN4978  HISTORY     - 2006     MONUMENTED       WIDT
 DN4978  HISTORY     - 20091026 GOOD             WIDT
 DN4978
 DN4978                          STATION DESCRIPTION
 DN4978
 DN4978'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4978'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN4978'HIGHWAY F SOUTH APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE VILLAGE
 DN4978'OF BIRCHWOOD, GO SOUTH ON COUNTY HIGHWAY F FOR 1.5 MI (2.4 KM) TO
 DN4978'STONY HILL ROAD LEFT AND CEDAR AVENUE RIGHT.  TURN RIGHT AND GO WEST
 DN4978'ON CEDAR AVENUE FOR 0.17 MI (0.3 KM) TO A BRIDGE OVER SUCKER CREEK AND
 DN4978'THE STATION ON THE LEFT.
 DN4978'
 DN4978'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4978'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN4978'THE SOUTHEAST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE ROAD
 DN4978'PAVEMENT.
 DN4978'
 DN4978'THE STATION IS 4.4 M (14.4 FT) SOUTH OF THE CENTERLINE OF CEDAR
 DN4978'AVENUE, 13 M (42.7 FT) WEST OF THE EXTENDED CENTERLINE OF PRIVATE
 DN4978'ENTRANCE NUMBER 16564W AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 DN4978'WITNESS POST.
 DN4978'
 DN4978'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN4978'QUADRANTS EXTENDING TO 35 DEGREES AND TREES TO THE NORTHEAST EXTENDING
 DN4978'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4980 ***********************************************************************
 DN4980  DESIGNATION -  7Q21
 DN4980  PID         -  DN4980
 DN4980  STATE/COUNTY-  WI/SAWYER
 DN4980  COUNTRY     -  US
 DN4980  USGS QUAD   -  BIRCHWOOD (2018)
 DN4980
 DN4980                         *CURRENT SURVEY CONTROL
 DN4980  ______________________________________________________________________
 DN4980* NAD 83(1986) POSITION- 45 40 38.95   (N) 091 30 05.11   (W)   HD_HELD1
 DN4980* NAVD 88 ORTHO HEIGHT -   387.042 (meters)     1269.82  (feet) ADJUSTED
 DN4980  ______________________________________________________________________
 DN4980  GEOID HEIGHT    -        -30.077 (meters)                     GEOID18
 DN4980  DYNAMIC HEIGHT  -        387.015 (meters)     1269.73  (feet) COMP
 DN4980  MODELED GRAVITY -    980,533.0   (mgal)                       NAVD 88
 DN4980
 DN4980  VERT ORDER      -  SECOND    CLASS I
 DN4980
 DN4980.The horizontal coordinates were determined by differentially corrected
 DN4980.hand held GPS observations or other comparable positioning techniques
 DN4980.and have an estimated accuracy of +/- 3 meters.
 DN4980
 DN4980.The orthometric height was determined by differential leveling and
 DN4980.adjusted by the WI DEPT OF TRANSP
 DN4980.in May 2012.
 DN4980
 DN4980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4980.GEOID18 height accuracy estimate available here.
 DN4980
 DN4980.Click photographs - Photos may exist for this station.
 DN4980
 DN4980.The dynamic height is computed by dividing the NAVD 88
 DN4980.geopotential number by the normal gravity value computed on the
 DN4980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4980.degrees latitude (g = 980.6199 gals.).
 DN4980
 DN4980.The modeled gravity was interpolated from observed gravity values.
 DN4980
 DN4980;                    North         East    Units  Estimated Accuracy
 DN4980;SPC WI N     -    57,879.9     483,030.3     MT  (+/- 3 meters HH1 GPS) 
 DN4980
 DN4980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1671059307(NAD 83)
 DN4980
 DN4980                          SUPERSEDED SURVEY CONTROL
 DN4980
 DN4980.No superseded survey control is available for this station.
 DN4980
 DN4980_MARKER: DD = SURVEY DISK
 DN4980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4980_STAMPING: 7Q21 2006
 DN4980_MARK LOGO: WIDT
 DN4980_PROJECTION: FLUSH
 DN4980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4980+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2009
 DN4980
 DN4980  HISTORY     - Date     Condition        Report By
 DN4980  HISTORY     - 2005     MONUMENTED       WIDT
 DN4980  HISTORY     - 20091110 GOOD             WIDT
 DN4980
 DN4980                          STATION DESCRIPTION
 DN4980
 DN4980'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4980'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN4980'HIGHWAY F SOUTH APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE VILLAGE
 DN4980'OF BIRCHWOOD, GO EAST THEN NORTHEAST ON STATE HIGHWAY 48 FOR 1.2 MI
 DN4980'(1.9 KM) TO SUNSET LANE RIGHT.  TURN RIGHT AND GO SOUTH ON SUNSET LANE
 DN4980'FOR 0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DN4980'
 DN4980'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4980'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN4980'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4980'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN4980'
 DN4980'THE STATION IS 6.8 M (22.3 FT) EAST OF THE CENTERLINE OF SUNSET LANE,
 DN4980'29.6 M (97.1 FT) NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, 28.6 M
 DN4980'(93.8 FT) SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE AND IS 1 M (3.3
 DN4980'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4980'
 DN4980'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN4980'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5148 ***********************************************************************
 DN5148  DESIGNATION -  7Q23
 DN5148  PID         -  DN5148
 DN5148  STATE/COUNTY-  WI/WASHBURN
 DN5148  COUNTRY     -  US
 DN5148  USGS QUAD   -  SHELL LAKE (2018)
 DN5148
 DN5148                         *CURRENT SURVEY CONTROL
 DN5148  ______________________________________________________________________
 DN5148* NAD 83(1986) POSITION- 45 42 45.18   (N) 091 56 34.39   (W)   HD_HELD1
 DN5148* NAVD 88 ORTHO HEIGHT -   384.386 (meters)     1261.11  (feet) ADJUSTED
 DN5148  ______________________________________________________________________
 DN5148  GEOID HEIGHT    -        -29.244 (meters)                     GEOID18
 DN5148  DYNAMIC HEIGHT  -        384.359 (meters)     1261.02  (feet) COMP
 DN5148  MODELED GRAVITY -    980,533.2   (mgal)                       NAVD 88
 DN5148
 DN5148  VERT ORDER      -  SECOND    CLASS I
 DN5148
 DN5148.The horizontal coordinates were determined by differentially corrected
 DN5148.hand held GPS observations or other comparable positioning techniques
 DN5148.and have an estimated accuracy of +/- 3 meters.
 DN5148
 DN5148.The orthometric height was determined by differential leveling and
 DN5148.adjusted by the WI DEPT OF TRANSP
 DN5148.in May 2012.
 DN5148
 DN5148.No vertical observational check was made to the station.
 DN5148
 DN5148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5148.GEOID18 height accuracy estimate available here.
 DN5148
 DN5148.Click photographs - Photos may exist for this station.
 DN5148
 DN5148.The dynamic height is computed by dividing the NAVD 88
 DN5148.geopotential number by the normal gravity value computed on the
 DN5148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5148.degrees latitude (g = 980.6199 gals.).
 DN5148
 DN5148.The modeled gravity was interpolated from observed gravity values.
 DN5148
 DN5148;                    North         East    Units  Estimated Accuracy
 DN5148;SPC WI N     -    62,521.6     448,738.8     MT  (+/- 3 meters HH1 GPS) 
 DN5148
 DN5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8227762654(NAD 83)
 DN5148
 DN5148                          SUPERSEDED SURVEY CONTROL
 DN5148
 DN5148.No superseded survey control is available for this station.
 DN5148
 DN5148_MARKER: DD = SURVEY DISK
 DN5148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5148_STAMPING: 7Q23 2009
 DN5148_MARK LOGO: WIDT
 DN5148_PROJECTION: FLUSH
 DN5148_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5148+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 DN5148
 DN5148  HISTORY     - Date     Condition        Report By
 DN5148  HISTORY     - 2009     MONUMENTED       WIDT
 DN5148  HISTORY     - 20091201 GOOD             WIDT
 DN5148
 DN5148                          STATION DESCRIPTION
 DN5148
 DN5148'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5148'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 63 AND COUNTY
 DN5148'HIGHWAY J NORTH OF THE COMMUNITY OF BARRONETT, GO NORTH ON STATE
 DN5148'HIGHWAY 63 2.8 MI (4.5 KM) TO THE STATION ON THE LEFT.
 DN5148'
 DN5148'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5148'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT AND APPROXIMATELY
 DN5148'4 FT (1.2 M) BELOW THE STATE HIGHWAY 63 PAVEMENT.
 DN5148'
 DN5148'THE STATION IS 40 FT (12.2 M) WEST OF STATE HIGHWAY 63 CENTERLINE,
 DN5148'0.15 MI (0.2 KM) NORTH OF HEART LAKE ROAD NORTH, 0.85 MI (1.4 KM)
 DN5148'SOUTH OF COUNTY HIGHWAY D AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5148'T-POSTS SURROUNDING THE STATION.
 DN5148'
 DN5148'NOTE-THERE ARE NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE THE
 DN5148'HORIZON AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5025 ***********************************************************************
 DN5025  DESIGNATION -  7Q24
 DN5025  PID         -  DN5025
 DN5025  STATE/COUNTY-  WI/WASHBURN
 DN5025  COUNTRY     -  US
 DN5025  USGS QUAD   -  SPOONER LAKE (2018)
 DN5025
 DN5025                         *CURRENT SURVEY CONTROL
 DN5025  ______________________________________________________________________
 DN5025* NAD 83(1986) POSITION- 45 45 50.86   (N) 091 49 30.73   (W)   HD_HELD1
 DN5025* NAVD 88 ORTHO HEIGHT -   382.557 (meters)     1255.11  (feet) ADJUSTED
 DN5025  ______________________________________________________________________
 DN5025  GEOID HEIGHT    -        -29.384 (meters)                     GEOID18
 DN5025  DYNAMIC HEIGHT  -        382.532 (meters)     1255.02  (feet) COMP
 DN5025  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DN5025
 DN5025  VERT ORDER      -  SECOND    CLASS I
 DN5025
 DN5025.The horizontal coordinates were determined by differentially corrected
 DN5025.hand held GPS observations or other comparable positioning techniques
 DN5025.and have an estimated accuracy of +/- 3 meters.
 DN5025
 DN5025.The orthometric height was determined by differential leveling and
 DN5025.adjusted by the WI DEPT OF TRANSP
 DN5025.in May 2012.
 DN5025
 DN5025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5025.GEOID18 height accuracy estimate available here.
 DN5025
 DN5025.Click photographs - Photos may exist for this station.
 DN5025
 DN5025.The dynamic height is computed by dividing the NAVD 88
 DN5025.geopotential number by the normal gravity value computed on the
 DN5025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5025.degrees latitude (g = 980.6199 gals.).
 DN5025
 DN5025.The modeled gravity was interpolated from observed gravity values.
 DN5025
 DN5025;                    North         East    Units  Estimated Accuracy
 DN5025;SPC WI N     -    68,035.3     458,031.0     MT  (+/- 3 meters HH1 GPS) 
 DN5025
 DN5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9135268512(NAD 83)
 DN5025
 DN5025                          SUPERSEDED SURVEY CONTROL
 DN5025
 DN5025.No superseded survey control is available for this station.
 DN5025
 DN5025_MARKER: DD = SURVEY DISK
 DN5025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5025_STAMPING: 7Q24 2009
 DN5025_MARK LOGO: WIDT
 DN5025_PROJECTION: FLUSH
 DN5025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5025+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 DN5025
 DN5025  HISTORY     - Date     Condition        Report By
 DN5025  HISTORY     - 2009     MONUMENTED       WIDT
 DN5025  HISTORY     - 20091029 GOOD             WIDT
 DN5025
 DN5025                          STATION DESCRIPTION
 DN5025
 DN5025'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5025'TO REACH THE STATION FROM THE JUNCTION OF USH 53 AND COUNTY HIGHWAY B,
 DN5025'GO NORTH ON USH 53 FOR APPROXIMATELY 0.7 MI (1.1 KM) TO THE STATION ON
 DN5025'THE RIGHT, NORTH OF DRIVEWAY N3592.
 DN5025'
 DN5025'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5025'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT AND FLUSH WITH THE
 DN5025'GROUND.
 DN5025'
 DN5025'IT IS 54 FT (16.5 M) EAST OF USH 53 NORTHBOUND EDGE OF PAVEMENT,
 DN5025'APPROXIMATELY 15 FT (4.6 M) ABOVE USH 53 PAVEMENT AND IS 1 M (3.3 FT)
 DN5025'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION AND WEST OF A
 DN5025'GREEN CHANNEL POST WITH METAL WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5026 ***********************************************************************
 DN5026  DESIGNATION -  7Q25
 DN5026  PID         -  DN5026
 DN5026  STATE/COUNTY-  WI/WASHBURN
 DN5026  COUNTRY     -  US
 DN5026  USGS QUAD   -  SPOONER LAKE (2018)
 DN5026
 DN5026                         *CURRENT SURVEY CONTROL
 DN5026  ______________________________________________________________________
 DN5026* NAD 83(1986) POSITION- 45 47 35.12   (N) 091 50 38.61   (W)   HD_HELD1
 DN5026* NAVD 88 ORTHO HEIGHT -   382.419 (meters)     1254.65  (feet) ADJUSTED
 DN5026  ______________________________________________________________________
 DN5026  GEOID HEIGHT    -        -29.169 (meters)                     GEOID18
 DN5026  DYNAMIC HEIGHT  -        382.399 (meters)     1254.59  (feet) COMP
 DN5026  MODELED GRAVITY -    980,552.6   (mgal)                       NAVD 88
 DN5026
 DN5026  VERT ORDER      -  SECOND    CLASS I
 DN5026
 DN5026.The horizontal coordinates were determined by differentially corrected
 DN5026.hand held GPS observations or other comparable positioning techniques
 DN5026.and have an estimated accuracy of +/- 3 meters.
 DN5026
 DN5026.The orthometric height was determined by differential leveling and
 DN5026.adjusted by the WI DEPT OF TRANSP
 DN5026.in May 2012.
 DN5026
 DN5026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5026.GEOID18 height accuracy estimate available here.
 DN5026
 DN5026.Click photographs - Photos may exist for this station.
 DN5026
 DN5026.The dynamic height is computed by dividing the NAVD 88
 DN5026.geopotential number by the normal gravity value computed on the
 DN5026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5026.degrees latitude (g = 980.6199 gals.).
 DN5026
 DN5026.The modeled gravity was interpolated from observed gravity values.
 DN5026
 DN5026;                    North         East    Units  Estimated Accuracy
 DN5026;SPC WI N     -    71,287.1     456,639.3     MT  (+/- 3 meters HH1 GPS) 
 DN5026
 DN5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8984071708(NAD 83)
 DN5026
 DN5026                          SUPERSEDED SURVEY CONTROL
 DN5026
 DN5026.No superseded survey control is available for this station.
 DN5026
 DN5026_MARKER: DD = SURVEY DISK
 DN5026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5026_STAMPING: 7Q25 2009
 DN5026_MARK LOGO: WIDT
 DN5026_PROJECTION: FLUSH
 DN5026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5026+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 DN5026
 DN5026  HISTORY     - Date     Condition        Report By
 DN5026  HISTORY     - 2009     MONUMENTED       WIDT
 DN5026  HISTORY     - 20091028 GOOD             WIDT
 DN5026
 DN5026                          STATION DESCRIPTION
 DN5026
 DN5026'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5026'TO REACH THE STATION FROM THE JUNCTION OF USH 53 AND STATE HIGHWAY 70
 DN5026'GO SOUTH ON USH 53 FOR APPROXIMATELY 1.9 MI (3.1 KM) TO CRANBERRY
 DN5026'MARSH ROAD (SOUTH).  TURN LEFT AT THE CRANBERRY MARSH ROAD (SOUTH)
 DN5026'CROSS-OVER AND GO STRAIGHT ACROSS USH 53 NORTHBOUND TO FIELD ENTRANCE
 DN5026'AND STATION ON THE LEFT, NORTH OF THE GATED FIELD ENTRANCE AND EAST OF
 DN5026'NORTHBOUND USH 53.
 DN5026'
 DN5026'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5026'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN5026'GROUND.
 DN5026'
 DN5026'IT IS 60 FT (18.3 M) EAST OF USH 53 NORTHBOUND EDGE OF PAVEMENT,
 DN5026'APPROXIMATELY 8 FT (2.4 M) ABOVE THE USH 53 PAVEMENT, 10 FT (3.0 M)
 DN5026'NORTH OF CRANBERRY MARSH ROAD CENTERLINE, 1 M (3.3 FT) FROM THREE
 DN5026'WHITE PLASTIC T-POSTS SURROUNDING THE STATION AND IS WEST OF A GREEN
 DN5026'CHANNEL POST WITH METAL WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5022 ***********************************************************************
 DN5022  DESIGNATION -  7Q51
 DN5022  PID         -  DN5022
 DN5022  STATE/COUNTY-  WI/WASHBURN
 DN5022  COUNTRY     -  US
 DN5022  USGS QUAD   -  TREGO (2019)
 DN5022
 DN5022                         *CURRENT SURVEY CONTROL
 DN5022  ______________________________________________________________________
 DN5022* NAD 83(1986) POSITION- 45 56 05.7    (N) 091 49 42.0    (W)   HD_HELD2
 DN5022* NAVD 88 ORTHO HEIGHT -   355.433 (meters)     1166.12  (feet) ADJUSTED
 DN5022  ______________________________________________________________________
 DN5022  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 DN5022  DYNAMIC HEIGHT  -        355.435 (meters)     1166.12  (feet) COMP
 DN5022  MODELED GRAVITY -    980,609.3   (mgal)                       NAVD 88
 DN5022
 DN5022  VERT ORDER      -  SECOND    CLASS I
 DN5022
 DN5022.The horizontal coordinates were established by autonomous hand held GPS
 DN5022.observations and have an estimated accuracy of +/- 10 meters.
 DN5022
 DN5022.The orthometric height was determined by differential leveling and
 DN5022.adjusted by the WI DEPT OF TRANSP
 DN5022.in May 2012.
 DN5022
 DN5022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5022.GEOID18 height accuracy estimate available here.
 DN5022
 DN5022.Click photographs - Photos may exist for this station.
 DN5022
 DN5022.The dynamic height is computed by dividing the NAVD 88
 DN5022.geopotential number by the normal gravity value computed on the
 DN5022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5022.degrees latitude (g = 980.6199 gals.).
 DN5022
 DN5022.The modeled gravity was interpolated from observed gravity values.
 DN5022
 DN5022;                    North         East    Units  Estimated Accuracy
 DN5022;SPC WI N     -    87,018.      458,224.      MT  (+/- 10 meters HH2 GPS)
 DN5022
 DN5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9083087483(NAD 83)
 DN5022
 DN5022                          SUPERSEDED SURVEY CONTROL
 DN5022
 DN5022.No superseded survey control is available for this station.
 DN5022
 DN5022_MARKER: DD = SURVEY DISK
 DN5022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5022_STAMPING: 7Q51 2006
 DN5022_MARK LOGO: WIDT
 DN5022_PROJECTION: FLUSH
 DN5022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5022+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2009
 DN5022
 DN5022  HISTORY     - Date     Condition        Report By
 DN5022  HISTORY     - 2005     MONUMENTED       WIDT
 DN5022  HISTORY     - 20091215 GOOD             WIDT
 DN5022
 DN5022                          STATION DESCRIPTION
 DN5022
 DN5022'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5022'THE STATION IS IN THE SOUTHWEST QUADRANT OF THE USH 53 AND BARRETT
 DN5022'ROAD INTERSECTION ABOUT 2.0 MI (3.2 KM) NORTH OF THE USH 53/USH 63
 DN5022'(EAST) INTERSECTION ON THE NORTH SIDE OF THE COMMUNITY OF TREGO.
 DN5022'
 DN5022'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5022'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5022'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5022'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5022'PAVEMENT.
 DN5022'
 DN5022'THE STATION IS 23.8 M (78.1 FT) WEST OF THE CENTERLINE OF THE TWO
 DN5022'SOUTHBOUND LANES OF US HIGHWAY 53, 39.1 M (128.3 FT) SOUTH OF THE
 DN5022'CENTERLINE OF BARRETT ROAD, 29.0 M (95.1 FT) SOUTH-SOUTHEAST OF A
 DN5022'POWER POLE WITH ONE GUY WIRE AND WIRES CROSSING OVER THE HIGHWAY, 0.9
 DN5022'M (3.0 FT) EAST OF A METAL COUNTY SURVEYOR WITNESS POST AND IS 1 M
 DN5022'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5022'
 DN5022'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN5022'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5023 ***********************************************************************
 DN5023  DESIGNATION -  7Q52
 DN5023  PID         -  DN5023
 DN5023  STATE/COUNTY-  WI/WASHBURN
 DN5023  COUNTRY     -  US
 DN5023  USGS QUAD   -  TREGO (2019)
 DN5023
 DN5023                         *CURRENT SURVEY CONTROL
 DN5023  ______________________________________________________________________
 DN5023* NAD 83(1986) POSITION- 45 58 50.02   (N) 091 49 36.27   (W)   HD_HELD1
 DN5023* NAVD 88 ORTHO HEIGHT -   346.356 (meters)     1136.34  (feet) ADJUSTED
 DN5023  ______________________________________________________________________
 DN5023  GEOID HEIGHT    -        -27.964 (meters)                     GEOID18
 DN5023  DYNAMIC HEIGHT  -        346.365 (meters)     1136.37  (feet) COMP
 DN5023  MODELED GRAVITY -    980,631.8   (mgal)                       NAVD 88
 DN5023
 DN5023  VERT ORDER      -  SECOND    CLASS I
 DN5023
 DN5023.The horizontal coordinates were determined by differentially corrected
 DN5023.hand held GPS observations or other comparable positioning techniques
 DN5023.and have an estimated accuracy of +/- 3 meters.
 DN5023
 DN5023.The orthometric height was determined by differential leveling and
 DN5023.adjusted by the WI DEPT OF TRANSP
 DN5023.in May 2012.
 DN5023
 DN5023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5023.GEOID18 height accuracy estimate available here.
 DN5023
 DN5023.Click photographs - Photos may exist for this station.
 DN5023
 DN5023.The dynamic height is computed by dividing the NAVD 88
 DN5023.geopotential number by the normal gravity value computed on the
 DN5023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5023.degrees latitude (g = 980.6199 gals.).
 DN5023
 DN5023.The modeled gravity was interpolated from observed gravity values.
 DN5023
 DN5023;                    North         East    Units  Estimated Accuracy
 DN5023;SPC WI N     -    92,087.0     458,464.5     MT  (+/- 3 meters HH1 GPS) 
 DN5023
 DN5023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9087992556(NAD 83)
 DN5023
 DN5023                          SUPERSEDED SURVEY CONTROL
 DN5023
 DN5023.No superseded survey control is available for this station.
 DN5023
 DN5023_MARKER: DD = SURVEY DISK
 DN5023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5023_STAMPING: 7Q52 2006
 DN5023_MARK LOGO: WIDT
 DN5023_PROJECTION: FLUSH
 DN5023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5023+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2009
 DN5023
 DN5023  HISTORY     - Date     Condition        Report By
 DN5023  HISTORY     - 2005     MONUMENTED       WIDT
 DN5023  HISTORY     - 20091216 GOOD             WIDT
 DN5023
 DN5023                          STATION DESCRIPTION
 DN5023
 DN5023'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5023'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DN5023'HIGHWAY F EAST APPROXIMATELY 5 MI (8.0 KM) NORTH OF THE COMMUNITY OF
 DN5023'TREGO, GO EAST ON COUNTY HIGHWAY F FOR 43 M (141.1 FT) TO THE STATION
 DN5023'ON THE RIGHT.
 DN5023'
 DN5023'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5023'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5023'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5023'GROUND AND APPROXIMATELY 2 M (6.6 FT) HIGHER THAN THE HIGHWAY
 DN5023'PAVEMENT.
 DN5023'
 DN5023'THE STATION IS 19.4 M (63.6 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5023'HIGHWAY F, 43 M (141.1 FT) EAST OF THE CENTERLINE OF THE TWO
 DN5023'NORTHBOUND LANES OF US HIGHWAY 53, 33.5 M (109.9 FT) SOUTHEAST OF A
 DN5023'STOP SIGN WOODEN POST, 28.0 M (91.9 FT) WEST-SOUTHWEST OF A -EAST
 DN5023'COUNTY F- WOODEN SIGN POST, 12.7 M (41.7 FT) SOUTHEAST OF AN
 DN5023'-ADOPT-A-HIGHWAY- WOODEN SIGN POST, 4.7 M (15.4 FT) EAST-NORTHEAST OF
 DN5023'A -WARNING BURIED FIBER OPTIC CABLE- METAL POST, 4.3 M (14.1 FT)
 DN5023'WEST-NORTHWEST OF THE NORTH OF TWO YELLOW 4X4 PLASTIC RIGHT-OF-WAY
 DN5023'POSTS AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING
 DN5023'THE STATION.
 DN5023'
 DN5023'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5023'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5002 ***********************************************************************
 DN5002  DESIGNATION -  7Q57
 DN5002  PID         -  DN5002
 DN5002  STATE/COUNTY-  WI/SAWYER
 DN5002  COUNTRY     -  US
 DN5002  USGS QUAD   -  STONE LAKE (2018)
 DN5002
 DN5002                         *CURRENT SURVEY CONTROL
 DN5002  ______________________________________________________________________
 DN5002* NAD 83(1986) POSITION- 45 52 03.65   (N) 091 30 07.74   (W)   HD_HELD1
 DN5002* NAVD 88 ORTHO HEIGHT -   403.860 (meters)     1325.00  (feet) ADJUSTED
 DN5002  ______________________________________________________________________
 DN5002  GEOID HEIGHT    -        -29.393 (meters)                     GEOID18
 DN5002  DYNAMIC HEIGHT  -        403.845 (meters)     1324.95  (feet) COMP
 DN5002  MODELED GRAVITY -    980,568.4   (mgal)                       NAVD 88
 DN5002
 DN5002  VERT ORDER      -  SECOND    CLASS I
 DN5002
 DN5002.The horizontal coordinates were determined by differentially corrected
 DN5002.hand held GPS observations or other comparable positioning techniques
 DN5002.and have an estimated accuracy of +/- 3 meters.
 DN5002
 DN5002.The orthometric height was determined by differential leveling and
 DN5002.adjusted by the WI DEPT OF TRANSP
 DN5002.in May 2012.
 DN5002
 DN5002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5002.GEOID18 height accuracy estimate available here.
 DN5002
 DN5002.Click photographs - Photos may exist for this station.
 DN5002
 DN5002.The dynamic height is computed by dividing the NAVD 88
 DN5002.geopotential number by the normal gravity value computed on the
 DN5002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5002.degrees latitude (g = 980.6199 gals.).
 DN5002
 DN5002.The modeled gravity was interpolated from observed gravity values.
 DN5002
 DN5002;                    North         East    Units  Estimated Accuracy
 DN5002;SPC WI N     -    79,016.1     483,373.2     MT  (+/- 3 meters HH1 GPS) 
 DN5002
 DN5002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1625780436(NAD 83)
 DN5002
 DN5002                          SUPERSEDED SURVEY CONTROL
 DN5002
 DN5002.No superseded survey control is available for this station.
 DN5002
 DN5002_MARKER: DD = SURVEY DISK
 DN5002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5002_STAMPING: 7Q57 2006
 DN5002_MARK LOGO: WIDT
 DN5002_PROJECTION: FLUSH
 DN5002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5002+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2009
 DN5002
 DN5002  HISTORY     - Date     Condition        Report By
 DN5002  HISTORY     - 2005     MONUMENTED       WIDT
 DN5002  HISTORY     - 20091107 GOOD             WIDT
 DN5002
 DN5002                          STATION DESCRIPTION
 DN5002
 DN5002'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5002'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 70
 DN5002'EAST WITH STATE HIGHWAY 27 NORTH AND STATE HIGHWAY 70 WEST
 DN5002'APPROXIMATELY 10 MI (16.1 KM) SOUTH OF THE CITY OF HAYWARD AND 2 MI
 DN5002'(3.2 KM) NORTHEAST OF THE COMMUNITY OF STONE LAKE, GO NORTH ON STATE
 DN5002'HIGHWAY 27 FOR 0.31 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DN5002'
 DN5002'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5002'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5002'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5002'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5002'PAVEMENT.
 DN5002'
 DN5002'THE STATION IS 12.3 M (40.4 FT) EAST OF THE CENTERLINE OF STATE
 DN5002'HIGHWAY 27, 0.19 MI (0.3 KM) SOUTH OF BOYLAN ROAD, 54.0 M (177.2 FT)
 DN5002'NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE '6411N', 46.5 M
 DN5002'(152.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE '6429N
 DN5002'AND 6439N', 21.9 M (71.9 FT) EAST-NORTHEAST OF A 'LEFT CURVE AHEAD 45
 DN5002'MPH' WOODEN SIGN POST, 9.9 M (32.5 FT) SOUTHEAST OF A 'TRACTOR
 DN5002'CROSSING NEXT 6 MILES' WOODEN SIGN POST AND 1.0 M (3.3 FT) NORTH AND
 DN5002'1.0 M (3.3 FT) SOUTH OF TWO WHITE PLASTIC WITNESS POSTS.
 DN5002'
 DN5002'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5002'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5123 ***********************************************************************
 DN5123  DESIGNATION -  7Q58
 DN5123  PID         -  DN5123
 DN5123  STATE/COUNTY-  WI/SAWYER
 DN5123  COUNTRY     -  US
 DN5123  USGS QUAD   -  BEAN LAKE (2019)
 DN5123
 DN5123                         *CURRENT SURVEY CONTROL
 DN5123  ______________________________________________________________________
 DN5123* NAD 83(1986) POSITION- 45 53 29.81   (N) 091 30 04.79   (W)   HD_HELD1
 DN5123* NAVD 88 ORTHO HEIGHT -   410.753 (meters)     1347.61  (feet) ADJUSTED
 DN5123  ______________________________________________________________________
 DN5123  GEOID HEIGHT    -        -29.303 (meters)                     GEOID18
 DN5123  DYNAMIC HEIGHT  -        410.740 (meters)     1347.57  (feet) COMP
 DN5123  MODELED GRAVITY -    980,571.6   (mgal)                       NAVD 88
 DN5123
 DN5123  VERT ORDER      -  SECOND    CLASS I
 DN5123
 DN5123.The horizontal coordinates were determined by differentially corrected
 DN5123.hand held GPS observations or other comparable positioning techniques
 DN5123.and have an estimated accuracy of +/- 3 meters.
 DN5123
 DN5123.The orthometric height was determined by differential leveling and
 DN5123.adjusted by the WI DEPT OF TRANSP
 DN5123.in May 2012.
 DN5123
 DN5123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5123.GEOID18 height accuracy estimate available here.
 DN5123
 DN5123.Click photographs - Photos may exist for this station.
 DN5123
 DN5123.The dynamic height is computed by dividing the NAVD 88
 DN5123.geopotential number by the normal gravity value computed on the
 DN5123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5123.degrees latitude (g = 980.6199 gals.).
 DN5123
 DN5123.The modeled gravity was interpolated from observed gravity values.
 DN5123
 DN5123;                    North         East    Units  Estimated Accuracy
 DN5123;SPC WI N     -    81,674.5     483,487.1     MT  (+/- 3 meters HH1 GPS) 
 DN5123
 DN5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1627183097(NAD 83)
 DN5123
 DN5123                          SUPERSEDED SURVEY CONTROL
 DN5123
 DN5123.No superseded survey control is available for this station.
 DN5123
 DN5123_MARKER: DD = SURVEY DISK
 DN5123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5123_STAMPING: 7Q58 2009
 DN5123_MARK LOGO: WIDT
 DN5123_PROJECTION: FLUSH
 DN5123_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5123+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2009
 DN5123
 DN5123  HISTORY     - Date     Condition        Report By
 DN5123  HISTORY     - 2009     MONUMENTED       WIDT
 DN5123  HISTORY     - 20091107 GOOD             WIDT
 DN5123
 DN5123                          STATION DESCRIPTION
 DN5123
 DN5123'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5123'O REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 NORTH AND
 DN5123'STATE HIGHWAY 70 WEST ABOUT 9.5 MI (15.3 KM) SOUTH OF THE CITY OF
 DN5123'HAYWARD, GO NORTH ON STATE HIGHWAY 27 FOR 2 MI (3.2 KM) TO THE STATION
 DN5123'ON THE LEFT.
 DN5123'
 DN5123'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN5123'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN5123'APPROXIMATELY 2 FT (0.6 M) LOWER THAN THE STATE HIGHWAY 27 PAVEMENT.
 DN5123'
 DN5123'THE STATION IS 37 FT (11.3 M) WEST OF STATE HIGHWAY 27 CENTERLINE, 0.5
 DN5123'MI (0.8 KM) NORTH OF MCLEOD RD/RING ROAD, 0.6 MI (1.0 KM) SOUTH OF
 DN5123'LAKESHORE RD/BOYLAN ROAD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5123'T-POSTS SURROUNDING THE STATION.
 DN5123'
 DN5123'NOTE-THERE ARE NO OBSTRUCTIONS AT THIS STATION GREATER THAN 15 DEGREES
 DN5123'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5125 ***********************************************************************
 DN5125  DESIGNATION -  7Q59
 DN5125  PID         -  DN5125
 DN5125  STATE/COUNTY-  WI/SAWYER
 DN5125  COUNTRY     -  US
 DN5125  USGS QUAD   -  RESERVE (2019)
 DN5125
 DN5125                         *CURRENT SURVEY CONTROL
 DN5125  ______________________________________________________________________
 DN5125* NAD 83(1986) POSITION- 45 56 44.30   (N) 091 29 35.59   (W)   HD_HELD1
 DN5125* NAVD 88 ORTHO HEIGHT -   406.616 (meters)     1334.04  (feet) ADJUSTED
 DN5125  ______________________________________________________________________
 DN5125  GEOID HEIGHT    -        -29.108 (meters)                     GEOID18
 DN5125  DYNAMIC HEIGHT  -        406.609 (meters)     1334.02  (feet) COMP
 DN5125  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 DN5125
 DN5125  VERT ORDER      -  SECOND    CLASS I
 DN5125
 DN5125.The horizontal coordinates were determined by differentially corrected
 DN5125.hand held GPS observations or other comparable positioning techniques
 DN5125.and have an estimated accuracy of +/- 3 meters.
 DN5125
 DN5125.The orthometric height was determined by differential leveling and
 DN5125.adjusted by the WI DEPT OF TRANSP
 DN5125.in May 2012.
 DN5125
 DN5125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5125.GEOID18 height accuracy estimate available here.
 DN5125
 DN5125.Click photographs - Photos may exist for this station.
 DN5125
 DN5125.The dynamic height is computed by dividing the NAVD 88
 DN5125.geopotential number by the normal gravity value computed on the
 DN5125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5125.degrees latitude (g = 980.6199 gals.).
 DN5125
 DN5125.The modeled gravity was interpolated from observed gravity values.
 DN5125
 DN5125;                    North         East    Units  Estimated Accuracy
 DN5125;SPC WI N     -    87,666.1     484,229.4     MT  (+/- 3 meters HH1 GPS) 
 DN5125
 DN5125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1678789111(NAD 83)
 DN5125
 DN5125                          SUPERSEDED SURVEY CONTROL
 DN5125
 DN5125.No superseded survey control is available for this station.
 DN5125
 DN5125_MARKER: DD = SURVEY DISK
 DN5125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5125_STAMPING: 7Q59 2009
 DN5125_MARK LOGO: WIDT
 DN5125_PROJECTION: FLUSH
 DN5125_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5125+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2009
 DN5125
 DN5125  HISTORY     - Date     Condition        Report By
 DN5125  HISTORY     - 2009     MONUMENTED       WIDT
 DN5125  HISTORY     - 20091109 GOOD             WIDT
 DN5125
 DN5125                          STATION DESCRIPTION
 DN5125
 DN5125'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5125'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND COUNTY
 DN5125'HIGHWAY K ABOUT 6.25 MI (10.1 KM) SOUTH OF THE CITY OF HAYWARD, GO
 DN5125'NORTH ON STATE HIGHWAY 27 FOR 2.2 MI (3.5 KM) TO OLD 27 ROAD AND THE
 DN5125'STATION ON THE RIGHT.
 DN5125'
 DN5125'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN5125'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN5125'APPROXIMATELY 3 FT (0.9 M) BELOW THE STATE HIGHWAY 27 PAVEMENT.
 DN5125'
 DN5125'THE STATION IS 37 FT (11.3 M) NORTH OF OLD 27 ROAD CENTERLINE, 35 FT
 DN5125'(10.7 M) EAST OF STATE HIGHWAY 27 CENTERLINE AND IS 1 M (3.3 FT) FROM
 DN5125'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5126 ***********************************************************************
 DN5126  DESIGNATION -  7Q60
 DN5126  PID         -  DN5126
 DN5126  STATE/COUNTY-  WI/SAWYER
 DN5126  COUNTRY     -  US
 DN5126  USGS QUAD   -  RESERVE (2019)
 DN5126
 DN5126                         *CURRENT SURVEY CONTROL
 DN5126  ______________________________________________________________________
 DN5126* NAD 83(1986) POSITION- 45 58 41.70   (N) 091 29 51.47   (W)   HD_HELD1
 DN5126* NAVD 88 ORTHO HEIGHT -   358.117 (meters)     1174.92  (feet) ADJUSTED
 DN5126  ______________________________________________________________________
 DN5126  GEOID HEIGHT    -        -28.959 (meters)                     GEOID18
 DN5126  DYNAMIC HEIGHT  -        358.116 (meters)     1174.92  (feet) COMP
 DN5126  MODELED GRAVITY -    980,600.6   (mgal)                       NAVD 88
 DN5126
 DN5126  VERT ORDER      -  SECOND    CLASS I
 DN5126
 DN5126.The horizontal coordinates were determined by differentially corrected
 DN5126.hand held GPS observations or other comparable positioning techniques
 DN5126.and have an estimated accuracy of +/- 3 meters.
 DN5126
 DN5126.The orthometric height was determined by differential leveling and
 DN5126.adjusted by the WI DEPT OF TRANSP
 DN5126.in May 2012.
 DN5126
 DN5126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5126.GEOID18 height accuracy estimate available here.
 DN5126
 DN5126.Click photographs - Photos may exist for this station.
 DN5126
 DN5126.The dynamic height is computed by dividing the NAVD 88
 DN5126.geopotential number by the normal gravity value computed on the
 DN5126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5126.degrees latitude (g = 980.6199 gals.).
 DN5126
 DN5126.The modeled gravity was interpolated from observed gravity values.
 DN5126
 DN5126;                    North         East    Units  Estimated Accuracy
 DN5126;SPC WI N     -    91,296.5     483,955.7     MT  (+/- 3 meters HH1 GPS) 
 DN5126
 DN5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1637792728(NAD 83)
 DN5126
 DN5126                          SUPERSEDED SURVEY CONTROL
 DN5126
 DN5126.No superseded survey control is available for this station.
 DN5126
 DN5126_MARKER: DD = SURVEY DISK
 DN5126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5126_STAMPING: 7Q60 2009
 DN5126_MARK LOGO: WIDT
 DN5126_PROJECTION: FLUSH
 DN5126_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5126+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2009
 DN5126
 DN5126  HISTORY     - Date     Condition        Report By
 DN5126  HISTORY     - 2009     MONUMENTED       WIDT
 DN5126  HISTORY     - 20091110 GOOD             WIDT
 DN5126
 DN5126                          STATION DESCRIPTION
 DN5126
 DN5126'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5126'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND COUNTY
 DN5126'HIGHWAY B IN THE CITY OF HAYWARD, GO SOUTH ON STATE HIGHWAY 27 FOR 2.3
 DN5126'MI (3.7 KM) TO FUN VALLEY ROAD.  TURN LEFT ON FUN VALLEY ROAD TO THE
 DN5126'STATION ON THE RIGHT.
 DN5126'
 DN5126'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN5126'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND,
 DN5126'SOUTH OF KINGDOM HALL OF JEHOVAH'S WITNESSES.
 DN5126'
 DN5126'IT IS 19 FT (5.8 M) SOUTH OF FUN VALLEY ROAD CENTERLINE AND 100 FT
 DN5126'(30.5 M) EAST OF STATE HIGHWAY 27 CENTERLINE AND IS 1 M (3.3 FT) FROM
 DN5126'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5411 ***********************************************************************
 DN5411  DESIGNATION -  7R01
 DN5411  PID         -  DN5411
 DN5411  STATE/COUNTY-  WI/RUSK
 DN5411  COUNTRY     -  US
 DN5411  USGS QUAD   -  LADYSMITH (2018)
 DN5411
 DN5411                         *CURRENT SURVEY CONTROL
 DN5411  ______________________________________________________________________
 DN5411* NAD 83(1986) POSITION- 45 28 53.     (N) 091 06 40.     (W)   SCALED
 DN5411* NAVD 88 ORTHO HEIGHT -   350.812 (meters)     1150.96  (feet) ADJUSTED
 DN5411  ______________________________________________________________________
 DN5411  GEOID HEIGHT    -        -30.380 (meters)                     GEOID18
 DN5411  DYNAMIC HEIGHT  -        350.795 (meters)     1150.90  (feet) COMP
 DN5411  MODELED GRAVITY -    980,558.9   (mgal)                       NAVD 88
 DN5411
 DN5411  VERT ORDER      -  SECOND    CLASS I
 DN5411
 DN5411.The horizontal coordinates were scaled from a map and have
 DN5411.an estimated accuracy of +/- 6 seconds.
 DN5411
 DN5411.The orthometric height was determined by differential leveling and
 DN5411.adjusted by the WI DEPT OF TRANSP
 DN5411.in May 2012.
 DN5411
 DN5411.No vertical observational check was made to the station.
 DN5411
 DN5411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5411.GEOID18 height accuracy estimate available here.
 DN5411
 DN5411.Click photographs - Photos may exist for this station.
 DN5411
 DN5411.The dynamic height is computed by dividing the NAVD 88
 DN5411.geopotential number by the normal gravity value computed on the
 DN5411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5411.degrees latitude (g = 980.6199 gals.).
 DN5411
 DN5411.The modeled gravity was interpolated from observed gravity values.
 DN5411
 DN5411;                    North         East    Units  Estimated Accuracy
 DN5411;SPC WI C     -   183,730.      513,130.      MT  (+/- 180 meters Scaled)
 DN5411
 DN5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL476381(NAD 83)
 DN5411
 DN5411                          SUPERSEDED SURVEY CONTROL
 DN5411
 DN5411.No superseded survey control is available for this station.
 DN5411
 DN5411_MARKER: DD = SURVEY DISK
 DN5411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5411_STAMPING: 7R01 2009
 DN5411_MARK LOGO: WIDT
 DN5411_PROJECTION: FLUSH
 DN5411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5411+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2009
 DN5411
 DN5411  HISTORY     - Date     Condition        Report By
 DN5411  HISTORY     - 2009     MONUMENTED       WIDT
 DN5411  HISTORY     - 20091027 GOOD             WIDT
 DN5411
 DN5411                          STATION DESCRIPTION
 DN5411
 DN5411'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5411'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND STATE
 DN5411'HIGHWAY 8 IN THE CITY OF LADYSMITH, GO NORTH ON STATE HIGHWAY 27 FOR
 DN5411'1.1 MI (1.8 KM) TO WILLOW LANE AND THE STATION ON THE RIGHT.
 DN5411'
 DN5411'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN5411'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN5411'APPROXIMATELY 3 FT (0.9 M) LOWER THAN THE STATE HIGHWAY 27 PAVEMENT.
 DN5411'
 DN5411'THE STATION IS LOCATED 45 FT (13.7 M) EAST OF STATE HIGHWAY 27
 DN5411'CENTERLINE, 30 FT (9.1 M) SOUTH OF WILLOW LANE CENTERLINE, 0.05 MI
 DN5411'(0.1 KM) NORTH OF FLAMBEAU AVENUE AND IS 2 FT (0.6 M) WEST OF ONE
 DN5411'WHITE PLASTIC T-POST.
 DN5411'
 DN5411'NOTE-THERE ARE NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE THE
 DN5411'HORIZON AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5412 ***********************************************************************
 DN5412  DESIGNATION -  7R02
 DN5412  PID         -  DN5412
 DN5412  STATE/COUNTY-  WI/RUSK
 DN5412  COUNTRY     -  US
 DN5412  USGS QUAD   -  EXELAND SE (2018)
 DN5412
 DN5412                         *CURRENT SURVEY CONTROL
 DN5412  ______________________________________________________________________
 DN5412* NAD 83(1986) POSITION- 45 32 07.     (N) 091 06 41.     (W)   SCALED
 DN5412* NAVD 88 ORTHO HEIGHT -   362.499 (meters)     1189.30  (feet) ADJUSTED
 DN5412  ______________________________________________________________________
 DN5412  GEOID HEIGHT    -        -30.342 (meters)                     GEOID18
 DN5412  DYNAMIC HEIGHT  -        362.480 (meters)     1189.24  (feet) COMP
 DN5412  MODELED GRAVITY -    980,554.0   (mgal)                       NAVD 88
 DN5412
 DN5412  VERT ORDER      -  SECOND    CLASS I
 DN5412
 DN5412.The horizontal coordinates were scaled from a map and have
 DN5412.an estimated accuracy of +/- 6 seconds.
 DN5412
 DN5412.The orthometric height was determined by differential leveling and
 DN5412.adjusted by the WI DEPT OF TRANSP
 DN5412.in May 2012.
 DN5412
 DN5412.No vertical observational check was made to the station.
 DN5412
 DN5412.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5412.GEOID18 height accuracy estimate available here.
 DN5412
 DN5412.Click photographs - Photos may exist for this station.
 DN5412
 DN5412.The dynamic height is computed by dividing the NAVD 88
 DN5412.geopotential number by the normal gravity value computed on the
 DN5412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5412.degrees latitude (g = 980.6199 gals.).
 DN5412
 DN5412.The modeled gravity was interpolated from observed gravity values.
 DN5412
 DN5412;                    North         East    Units  Estimated Accuracy
 DN5412;SPC WI C     -   189,720.      513,190.      MT  (+/- 180 meters Scaled)
 DN5412
 DN5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL474441(NAD 83)
 DN5412
 DN5412                          SUPERSEDED SURVEY CONTROL
 DN5412
 DN5412.No superseded survey control is available for this station.
 DN5412
 DN5412_MARKER: DD = SURVEY DISK
 DN5412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5412_STAMPING: 7R02 2009
 DN5412_MARK LOGO: WIDT
 DN5412_PROJECTION: FLUSH
 DN5412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5412+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2009
 DN5412
 DN5412  HISTORY     - Date     Condition        Report By
 DN5412  HISTORY     - 2009     MONUMENTED       WIDT
 DN5412  HISTORY     - 20091027 GOOD             WIDT
 DN5412
 DN5412                          STATION DESCRIPTION
 DN5412
 DN5412'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5412'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND STATE
 DN5412'HIGHWAY 8 IN THE VILLAGE OF LADYSMITH, GO NORTH ON STATE HIGHWAY 27
 DN5412'FOR 5.0 MI (8.0 KM) TO THE STATION ON THE LEFT.
 DN5412'
 DN5412'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN5412'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN5412'APPROXIMATELY 5 FT (1.5 M) BELOW THE STATE HIGHWAY 27 PAVEMENT.
 DN5412'
 DN5412'THE STATION IS LOCATED 40 FT (12.2 M) WEST OF STATE HIGHWAY 27
 DN5412'CENTERLINE, 0.15 MI (0.2 KM) SOUTH OF ELM ROAD, 0.85 MI (1.4 KM) NORTH
 DN5412'OF CUTOFF ROAD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5412'SURROUNDING THE STATION.
 DN5412'
 DN5412'NOTE-THERE ARE NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE THE
 DN5412'HORIZON AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5413 ***********************************************************************
 DN5413  DESIGNATION -  7R03
 DN5413  PID         -  DN5413
 DN5413  STATE/COUNTY-  WI/RUSK
 DN5413  COUNTRY     -  US
 DN5413  USGS QUAD   -  EXELAND SE (2018)
 DN5413
 DN5413                         *CURRENT SURVEY CONTROL
 DN5413  ______________________________________________________________________
 DN5413* NAD 83(1986) POSITION- 45 35 06.     (N) 091 06 40.     (W)   SCALED
 DN5413* NAVD 88 ORTHO HEIGHT -   361.162 (meters)     1184.91  (feet) ADJUSTED
 DN5413  ______________________________________________________________________
 DN5413  GEOID HEIGHT    -        -30.318 (meters)                     GEOID18
 DN5413  DYNAMIC HEIGHT  -        361.144 (meters)     1184.85  (feet) COMP
 DN5413  MODELED GRAVITY -    980,556.0   (mgal)                       NAVD 88
 DN5413
 DN5413  VERT ORDER      -  SECOND    CLASS I
 DN5413
 DN5413.The horizontal coordinates were scaled from a map and have
 DN5413.an estimated accuracy of +/- 6 seconds.
 DN5413
 DN5413.The orthometric height was determined by differential leveling and
 DN5413.adjusted by the WI DEPT OF TRANSP
 DN5413.in May 2012.
 DN5413
 DN5413.No vertical observational check was made to the station.
 DN5413
 DN5413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5413.GEOID18 height accuracy estimate available here.
 DN5413
 DN5413.Click photographs - Photos may exist for this station.
 DN5413
 DN5413.The dynamic height is computed by dividing the NAVD 88
 DN5413.geopotential number by the normal gravity value computed on the
 DN5413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5413.degrees latitude (g = 980.6199 gals.).
 DN5413
 DN5413.The modeled gravity was interpolated from observed gravity values.
 DN5413
 DN5413;                    North         East    Units  Estimated Accuracy
 DN5413;SPC WI C     -   195,250.      513,290.      MT  (+/- 180 meters Scaled)
 DN5413
 DN5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL473496(NAD 83)
 DN5413
 DN5413                          SUPERSEDED SURVEY CONTROL
 DN5413
 DN5413.No superseded survey control is available for this station.
 DN5413
 DN5413_MARKER: DD = SURVEY DISK
 DN5413_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5413_SP_SET: BRIDGE WING WALL
 DN5413_STAMPING: 7R03 2009
 DN5413_MARK LOGO: WIDT
 DN5413_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5413+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 DN5413
 DN5413  HISTORY     - Date     Condition        Report By
 DN5413  HISTORY     - 2009     MONUMENTED       WIDT
 DN5413  HISTORY     - 20091028 GOOD             WIDT
 DN5413
 DN5413                          STATION DESCRIPTION
 DN5413
 DN5413'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5413'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DN5413'HIGHWAY J WEST ABOUT 8 MI (12.9 KM) NORTH OF THE CITY OF LADYSMITH, GO
 DN5413'NORTH OF STATE HIGHWAY 27 FOR 1.2 MI (1.9 KM) TO SMALL BRIDGE
 DN5413'-B-54-55-90- OVER THE LITTLE THORNAPPLE RIVER AND THE STATION ON THE
 DN5413'RIGHT.
 DN5413'
 DN5413'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5413'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5413'THE SOUTHEAST WING WALL, APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE
 DN5413'HIGHWAY PAVEMENT.
 DN5413'
 DN5413'THE STATION IS 7.8 M (25.6 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DN5413'27 AND 0.85 M (2.8 FT) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5414 ***********************************************************************
 DN5414  DESIGNATION -  7R04
 DN5414  PID         -  DN5414
 DN5414  STATE/COUNTY-  WI/RUSK
 DN5414  COUNTRY     -  US
 DN5414  USGS QUAD   -  EXELAND SE (2018)
 DN5414
 DN5414                         *CURRENT SURVEY CONTROL
 DN5414  ______________________________________________________________________
 DN5414* NAD 83(1986) POSITION- 45 36 42.     (N) 091 06 42.     (W)   SCALED
 DN5414* NAVD 88 ORTHO HEIGHT -   372.804 (meters)     1223.11  (feet) ADJUSTED
 DN5414  ______________________________________________________________________
 DN5414  GEOID HEIGHT    -        -30.302 (meters)                     GEOID18
 DN5414  DYNAMIC HEIGHT  -        372.786 (meters)     1223.05  (feet) COMP
 DN5414  MODELED GRAVITY -    980,556.6   (mgal)                       NAVD 88
 DN5414
 DN5414  VERT ORDER      -  SECOND    CLASS I
 DN5414
 DN5414.The horizontal coordinates were scaled from a map and have
 DN5414.an estimated accuracy of +/- 6 seconds.
 DN5414
 DN5414.The orthometric height was determined by differential leveling and
 DN5414.adjusted by the WI DEPT OF TRANSP
 DN5414.in May 2012.
 DN5414
 DN5414.No vertical observational check was made to the station.
 DN5414
 DN5414.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5414.GEOID18 height accuracy estimate available here.
 DN5414
 DN5414.Click photographs - Photos may exist for this station.
 DN5414
 DN5414.The dynamic height is computed by dividing the NAVD 88
 DN5414.geopotential number by the normal gravity value computed on the
 DN5414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5414.degrees latitude (g = 980.6199 gals.).
 DN5414
 DN5414.The modeled gravity was interpolated from observed gravity values.
 DN5414
 DN5414;                    North         East    Units  Estimated Accuracy
 DN5414;SPC WI C     -   198,210.      513,290.      MT  (+/- 180 meters Scaled)
 DN5414
 DN5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL472526(NAD 83)
 DN5414
 DN5414                          SUPERSEDED SURVEY CONTROL
 DN5414
 DN5414.No superseded survey control is available for this station.
 DN5414
 DN5414_MARKER: DD = SURVEY DISK
 DN5414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5414_STAMPING: 7R04 2009
 DN5414_MARK LOGO: WIDT
 DN5414_PROJECTION: FLUSH
 DN5414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5414+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 DN5414
 DN5414  HISTORY     - Date     Condition        Report By
 DN5414  HISTORY     - 2009     MONUMENTED       WIDT
 DN5414  HISTORY     - 20091028 GOOD             WIDT
 DN5414
 DN5414                          STATION DESCRIPTION
 DN5414
 DN5414'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5414'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND COUNTY
 DN5414'HIGHWAY J EAST ABOUT 6.5 MI (10.5 KM) NORTH THE CITY OF LADYSMITH, GO
 DN5414'NORTH ON STATE HIGHWAY 27 FOR 2.5 MI (4.0 KM) TO THE STATION ON THE
 DN5414'RIGHT.
 DN5414'
 DN5414'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN5414'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN5414'APPROXIMATELY 2 FT (0.6 M) BELOW THE STATE HIGHWAY 27 PAVEMENT.
 DN5414'
 DN5414'THE STATION IS 30 FT (9.1 M) EAST OF STATE HIGHWAY 27 CENTERLINE, 0.1
 DN5414'MI (0.2 KM) NORTH OF LEA LAKE ROAD AND IS 1 M (3.3 FT) FROM THREE
 DN5414'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5415 ***********************************************************************
 DN5415  DESIGNATION -  7R05
 DN5415  PID         -  DN5415
 DN5415  STATE/COUNTY-  WI/SAWYER
 DN5415  COUNTRY     -  US
 DN5415  USGS QUAD   -  HOGSBACK CREEK (2018)
 DN5415
 DN5415                         *CURRENT SURVEY CONTROL
 DN5415  ______________________________________________________________________
 DN5415* NAD 83(1986) POSITION- 45 38 50.67   (N) 091 06 41.56   (W)   HD_HELD1
 DN5415* NAVD 88 ORTHO HEIGHT -   371.568 (meters)     1219.05  (feet) ADJUSTED
 DN5415  ______________________________________________________________________
 DN5415  GEOID HEIGHT    -        -30.278 (meters)                     GEOID18
 DN5415  DYNAMIC HEIGHT  -        371.550 (meters)     1218.99  (feet) COMP
 DN5415  MODELED GRAVITY -    980,556.4   (mgal)                       NAVD 88
 DN5415
 DN5415  VERT ORDER      -  SECOND    CLASS I
 DN5415
 DN5415.The horizontal coordinates were determined by differentially corrected
 DN5415.hand held GPS observations or other comparable positioning techniques
 DN5415.and have an estimated accuracy of +/- 3 meters.
 DN5415
 DN5415.The orthometric height was determined by differential leveling and
 DN5415.adjusted by the WI DEPT OF TRANSP
 DN5415.in May 2012.
 DN5415
 DN5415.No vertical observational check was made to the station.
 DN5415
 DN5415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5415.GEOID18 height accuracy estimate available here.
 DN5415
 DN5415.Click photographs - Photos may exist for this station.
 DN5415
 DN5415.The dynamic height is computed by dividing the NAVD 88
 DN5415.geopotential number by the normal gravity value computed on the
 DN5415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5415.degrees latitude (g = 980.6199 gals.).
 DN5415
 DN5415.The modeled gravity was interpolated from observed gravity values.
 DN5415
 DN5415;                    North         East    Units  Estimated Accuracy
 DN5415;SPC WI N     -    54,037.7     513,354.8     MT  (+/- 3 meters HH1 GPS) 
 DN5415
 DN5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4715256607(NAD 83)
 DN5415
 DN5415                          SUPERSEDED SURVEY CONTROL
 DN5415
 DN5415.No superseded survey control is available for this station.
 DN5415
 DN5415_MARKER: DD = SURVEY DISK
 DN5415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5415_STAMPING: 7R05 2009
 DN5415_MARK LOGO: WIDT
 DN5415_PROJECTION: FLUSH
 DN5415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5415+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 DN5415
 DN5415  HISTORY     - Date     Condition        Report By
 DN5415  HISTORY     - 2009     MONUMENTED       WIDT
 DN5415  HISTORY     - 20091028 GOOD             WIDT
 DN5415
 DN5415                          STATION DESCRIPTION
 DN5415
 DN5415'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5415'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND COUNTY
 DN5415'HIGHWAY J EAST ABOUT 6.5 MI (10.5 KM) NORTH OF THE CITY OF LADYSMITH,
 DN5415'GO NORTH ON STATE HIGHWAY 27 FOR 5.2 MI (8.4 KM) TO THE STATION ON THE
 DN5415'RIGHT.
 DN5415'
 DN5415'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN5415'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN5415'APPROXIMATELY EVEN WITH THE STATE HIGHWAY 27 PAVEMENT.
 DN5415'
 DN5415'THE STATION IS LOCATED 85 FT (25.9 M) EAST OF STATE HIGHWAY 27
 DN5415'CENTERLINE, 2.6 MI (4.2 KM) NORTH OF LEA LAKE ROAD, 1.5 MI (2.4 KM)
 DN5415'SOUTH OF HALDASZ ROAD IN A CLEARING ON SAWYER COUNTY PROPERTY AND IS 1
 DN5415'M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4992 ***********************************************************************
 DN4992  DESIGNATION -  7R20
 DN4992  PID         -  DN4992
 DN4992  STATE/COUNTY-  WI/SAWYER
 DN4992  COUNTRY     -  US
 DN4992  USGS QUAD   -  WEIRGOR (2018)
 DN4992
 DN4992                         *CURRENT SURVEY CONTROL
 DN4992  ______________________________________________________________________
 DN4992* NAD 83(1986) POSITION- 45 41 22.5    (N) 091 16 02.2    (W)   HD_HELD2
 DN4992* NAVD 88 ORTHO HEIGHT -   368.362 (meters)     1208.53  (feet) ADJUSTED
 DN4992  ______________________________________________________________________
 DN4992  GEOID HEIGHT    -        -30.164 (meters)                     GEOID18
 DN4992  DYNAMIC HEIGHT  -        368.340 (meters)     1208.46  (feet) COMP
 DN4992  MODELED GRAVITY -    980,545.0   (mgal)                       NAVD 88
 DN4992
 DN4992  VERT ORDER      -  SECOND    CLASS I
 DN4992
 DN4992.The horizontal coordinates were established by autonomous hand held GPS
 DN4992.observations and have an estimated accuracy of +/- 10 meters.
 DN4992
 DN4992.The orthometric height was determined by differential leveling and
 DN4992.adjusted by the WI DEPT OF TRANSP
 DN4992.in May 2012.
 DN4992
 DN4992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4992.GEOID18 height accuracy estimate available here.
 DN4992
 DN4992.Click photographs - Photos may exist for this station.
 DN4992
 DN4992.The dynamic height is computed by dividing the NAVD 88
 DN4992.geopotential number by the normal gravity value computed on the
 DN4992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4992.degrees latitude (g = 980.6199 gals.).
 DN4992
 DN4992.The modeled gravity was interpolated from observed gravity values.
 DN4992
 DN4992;                    North         East    Units  Estimated Accuracy
 DN4992;SPC WI N     -    58,906.      501,291.      MT  (+/- 10 meters HH2 GPS)
 DN4992
 DN4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3491661019(NAD 83)
 DN4992
 DN4992                          SUPERSEDED SURVEY CONTROL
 DN4992
 DN4992.No superseded survey control is available for this station.
 DN4992
 DN4992_MARKER: DD = SURVEY DISK
 DN4992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4992_STAMPING: 7R20 2009
 DN4992_MARK LOGO: WIDT
 DN4992_PROJECTION: FLUSH
 DN4992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4992+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2009
 DN4992
 DN4992  HISTORY     - Date     Condition        Report By
 DN4992  HISTORY     - 2009     MONUMENTED       WIDT
 DN4992  HISTORY     - 20091106 GOOD             WIDT
 DN4992
 DN4992                          STATION DESCRIPTION
 DN4992
 DN4992'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN4992'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 AND COUNTY
 DN4992'HIGHWAY C IN THE TOWN OF EXELAND, GO NORTHWEST ON STATE HIGHWAY 48 FOR
 DN4992'2.0 MI (3.2 KM) TO THE STATION ON THE LEFT.
 DN4992'
 DN4992'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISC SET IN THE
 DN4992'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 DN4992'APPROXIMATELY 4 FT (1.2 M) LOWER THAN THE STATE HIGHWAY 48 PAVEMENT.
 DN4992'
 DN4992'THE STATION IS LOCATED 14.0 M (45.9 FT) SOUTH OF STATE HIGHWAY 48
 DN4992'CENTERLINE, 53 M (173.9 FT) WEST OF POLISH ROAD, 0.25 MI (0.4 KM) EAST
 DN4992'OF FETTING LANE, 30 M (98.4 FT) EAST OF EASTERN-MOST RAILROAD TRACK
 DN4992'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN4992'STATION.
 DN4992'
 DN4992'NOTE-THERE ARE NO OBSTRUCTIONS AT THIS STATION HIGHER THAN 15 DEGREES
 DN4992'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5343 ***********************************************************************
 DN5343  DESIGNATION -  7R21
 DN5343  PID         -  DN5343
 DN5343  STATE/COUNTY-  WI/SAWYER
 DN5343  COUNTRY     -  US
 DN5343  USGS QUAD   -  EXELAND (2018)
 DN5343
 DN5343                         *CURRENT SURVEY CONTROL
 DN5343  ______________________________________________________________________
 DN5343* NAD 83(1986) POSITION- 45 40 04.66   (N) 091 14 09.14   (W)   HD_HELD1
 DN5343* NAVD 88 ORTHO HEIGHT -   357.829 (meters)     1173.98  (feet) ADJUSTED
 DN5343  ______________________________________________________________________
 DN5343  GEOID HEIGHT    -        -30.197 (meters)                     GEOID18
 DN5343  DYNAMIC HEIGHT  -        357.811 (meters)     1173.92  (feet) COMP
 DN5343  MODELED GRAVITY -    980,553.8   (mgal)                       NAVD 88
 DN5343
 DN5343  VERT ORDER      -  SECOND    CLASS I
 DN5343
 DN5343.The horizontal coordinates were determined by differentially corrected
 DN5343.hand held GPS observations or other comparable positioning techniques
 DN5343.and have an estimated accuracy of +/- 3 meters.
 DN5343
 DN5343.The orthometric height was determined by differential leveling and
 DN5343.adjusted by the WI DEPT OF TRANSP
 DN5343.in May 2012.
 DN5343
 DN5343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5343.GEOID18 height accuracy estimate available here.
 DN5343
 DN5343.Click photographs - Photos may exist for this station.
 DN5343
 DN5343.The dynamic height is computed by dividing the NAVD 88
 DN5343.geopotential number by the normal gravity value computed on the
 DN5343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5343.degrees latitude (g = 980.6199 gals.).
 DN5343
 DN5343.The modeled gravity was interpolated from observed gravity values.
 DN5343
 DN5343;                    North         East    Units  Estimated Accuracy
 DN5343;SPC WI N     -    56,464.9     503,699.7     MT  (+/- 3 meters HH1 GPS) 
 DN5343
 DN5343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3741458670(NAD 83)
 DN5343
 DN5343                          SUPERSEDED SURVEY CONTROL
 DN5343
 DN5343.No superseded survey control is available for this station.
 DN5343
 DN5343_MARKER: DD = SURVEY DISK
 DN5343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5343_SP_SET: BRIDGE ABUTMENT
 DN5343_STAMPING: 7R21 2009
 DN5343_MARK LOGO: WIDT
 DN5343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5343+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2009
 DN5343
 DN5343  HISTORY     - Date     Condition        Report By
 DN5343  HISTORY     - 20090812 MONUMENTED       WIDT
 DN5343  HISTORY     - 20091105 GOOD             WIDT
 DN5343
 DN5343                          STATION DESCRIPTION
 DN5343
 DN5343'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 WITH STATE
 DN5343'HIGHWAY 48 WEST AND COUNTY HIGHWAY D EAST APPROXIMATELY 1 MI (1.6 KM)
 DN5343'EAST OF THE VILLAGE OF EXELAND, GO WEST ON STATE HIGHWAY 48 FOR 1.0 MI
 DN5343'(1.6 KM) TO SCHWARTZ ROAD (LEFT).  TURN LEFT ON SCHWARTZ ROAD AND GO
 DN5343'SOUTH ABOUT 40 FT (12.2 M) TO THE NORTH ABUTMENT OF BRIDGE
 DN5343'-B-57-53-94- SPANNING SWAN CREEK AND THE STATION ON THE LEFT.
 DN5343'
 DN5343'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5343'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5343'THE EAST END OF THE NORTH BRIDGE ABUTMENT.
 DN5343'
 DN5343'THE STATION IS 4 M (13.1 FT) EAST OF THE CENTER OF SCHWARTZ ROAD, 14.0
 DN5343'M (45.9 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 48 AND 1.0 M (3.3
 DN5343'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5416 ***********************************************************************
 DN5416  DESIGNATION -  7R22
 DN5416  PID         -  DN5416
 DN5416  STATE/COUNTY-  WI/SAWYER
 DN5416  COUNTRY     -  US
 DN5416  USGS QUAD   -  EXELAND (2018)
 DN5416
 DN5416                         *CURRENT SURVEY CONTROL
 DN5416  ______________________________________________________________________
 DN5416* NAD 83(1986) POSITION- 45 40 16.63   (N) 091 10 55.43   (W)   HD_HELD1
 DN5416* NAVD 88 ORTHO HEIGHT -   357.683 (meters)     1173.50  (feet) ADJUSTED
 DN5416  ______________________________________________________________________
 DN5416  GEOID HEIGHT    -        -30.223 (meters)                     GEOID18
 DN5416  DYNAMIC HEIGHT  -        357.666 (meters)     1173.44  (feet) COMP
 DN5416  MODELED GRAVITY -    980,559.1   (mgal)                       NAVD 88
 DN5416
 DN5416  VERT ORDER      -  SECOND    CLASS I
 DN5416
 DN5416.The horizontal coordinates were determined by differentially corrected
 DN5416.hand held GPS observations or other comparable positioning techniques
 DN5416.and have an estimated accuracy of +/- 3 meters.
 DN5416
 DN5416.The orthometric height was determined by differential leveling and
 DN5416.adjusted by the WI DEPT OF TRANSP
 DN5416.in May 2012.
 DN5416
 DN5416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5416.GEOID18 height accuracy estimate available here.
 DN5416
 DN5416.Click photographs - Photos may exist for this station.
 DN5416
 DN5416.The dynamic height is computed by dividing the NAVD 88
 DN5416.geopotential number by the normal gravity value computed on the
 DN5416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5416.degrees latitude (g = 980.6199 gals.).
 DN5416
 DN5416.The modeled gravity was interpolated from observed gravity values.
 DN5416
 DN5416;                    North         East    Units  Estimated Accuracy
 DN5416;SPC WI N     -    56,770.6     507,897.7     MT  (+/- 3 meters HH1 GPS) 
 DN5416
 DN5416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4159759133(NAD 83)
 DN5416
 DN5416                          SUPERSEDED SURVEY CONTROL
 DN5416
 DN5416.No superseded survey control is available for this station.
 DN5416
 DN5416_MARKER: DD = SURVEY DISK
 DN5416_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5416_SP_SET: BRIDGE ABUTMENT
 DN5416_STAMPING: 7R22 2009
 DN5416_MARK LOGO: WIDT
 DN5416_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5416+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 DN5416
 DN5416  HISTORY     - Date     Condition        Report By
 DN5416  HISTORY     - 20090812 MONUMENTED       WIDT
 DN5416  HISTORY     - 20091103 GOOD             WIDT
 DN5416
 DN5416                          STATION DESCRIPTION
 DN5416
 DN5416'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5416'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 WITH STATE
 DN5416'HIGHWAY 48 WEST AND COUNTY HIGHWAY D EAST APPROXIMATELY 1 MI (1.6 KM)
 DN5416'EAST OF THE VILLAGE OF EXELAND, GO EAST ON STATE HIGHWAY 48 FOR 1.65
 DN5416'MI (2.7 KM) TO BRIDGE -B-57-18-72- OVER THE CHIPPEWA RIVER AND THE
 DN5416'STATION ON THE LEFT.
 DN5416'
 DN5416'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5416'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5416'THE NORTH END OF THE WEST BRIDGE ABUTMENT, APPROXIMATELY LEVEL WITH
 DN5416'THE HIGHWAY PAVEMENT.
 DN5416'
 DN5416'THE STATION IS 5.1 M (16.7 FT) NORTH OF THE CENTERLINE OF STATE
 DN5416'HIGHWAY 48 AND 2.7 M (8.9 FT) EAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4986 ***********************************************************************
 DN4986  DESIGNATION -  7R24
 DN4986  PID         -  DN4986
 DN4986  STATE/COUNTY-  WI/SAWYER
 DN4986  COUNTRY     -  US
 DN4986  USGS QUAD   -  COUDERAY (2018)
 DN4986
 DN4986                         *CURRENT SURVEY CONTROL
 DN4986  ______________________________________________________________________
 DN4986* NAD 83(1986) POSITION- 45 46 09.55   (N) 091 21 11.34   (W)   HD_HELD1
 DN4986* NAVD 88 ORTHO HEIGHT -   411.796 (meters)     1351.03  (feet) ADJUSTED
 DN4986  ______________________________________________________________________
 DN4986  GEOID HEIGHT    -        -29.925 (meters)                     GEOID18
 DN4986  DYNAMIC HEIGHT  -        411.774 (meters)     1350.96  (feet) COMP
 DN4986  MODELED GRAVITY -    980,549.8   (mgal)                       NAVD 88
 DN4986
 DN4986  VERT ORDER      -  SECOND    CLASS I
 DN4986
 DN4986.The horizontal coordinates were determined by differentially corrected
 DN4986.hand held GPS observations or other comparable positioning techniques
 DN4986.and have an estimated accuracy of +/- 3 meters.
 DN4986
 DN4986.The orthometric height was determined by differential leveling and
 DN4986.adjusted by the WI DEPT OF TRANSP
 DN4986.in May 2012.
 DN4986
 DN4986.No vertical observational check was made to the station.
 DN4986
 DN4986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4986.GEOID18 height accuracy estimate available here.
 DN4986
 DN4986.Click photographs - Photos may exist for this station.
 DN4986
 DN4986.The dynamic height is computed by dividing the NAVD 88
 DN4986.geopotential number by the normal gravity value computed on the
 DN4986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4986.degrees latitude (g = 980.6199 gals.).
 DN4986
 DN4986.The modeled gravity was interpolated from observed gravity values.
 DN4986
 DN4986;                    North         East    Units  Estimated Accuracy
 DN4986;SPC WI N     -    67,877.5     494,754.1     MT  (+/- 3 meters HH1 GPS) 
 DN4986
 DN4986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2804769736(NAD 83)
 DN4986
 DN4986                          SUPERSEDED SURVEY CONTROL
 DN4986
 DN4986.No superseded survey control is available for this station.
 DN4986
 DN4986_MARKER: DD = SURVEY DISK
 DN4986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4986_STAMPING: 7R24 2009
 DN4986_MARK LOGO: WIDT
 DN4986_PROJECTION: FLUSH
 DN4986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4986+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 DN4986
 DN4986  HISTORY     - Date     Condition        Report By
 DN4986  HISTORY     - 2009     MONUMENTED       WIDT
 DN4986  HISTORY     - 20091104 GOOD             WIDT
 DN4986
 DN4986                          STATION DESCRIPTION
 DN4986
 DN4986'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN4986'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27/70 AND
 DN4986'COUNTY HIGHWAY C IN THE COMMUNITY OF OJIBWA, GO SOUTH ON COUNTY
 DN4986'HIGHWAY C FOR 1.8 MI (2.9 KM) TO THE STATION ON THE LEFT.
 DN4986'
 DN4986'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4986'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT FLUSH WITH THE
 DN4986'GROUND AND APPROXIMATELY 2 FT (0.6 M) LOWER THAN THE COUNTY HIGHWAY C
 DN4986'PAVEMENT.
 DN4986'
 DN4986'THE STATION IS 24 FT (7.3 M) EAST OF COUNTY HIGHWAY C CENTERLINE, 0.15
 DN4986'MI (0.2 KM) SOUTH OF PORADASH ROAD, 0.05 MI (0.1 KM) NORTH OF ORWIG
 DN4986'LANE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING
 DN4986'THE STATION.
 DN4986'
 DN4986'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN4986'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5328 ***********************************************************************
 DN5328  DESIGNATION -  7R34
 DN5328  PID         -  DN5328
 DN5328  STATE/COUNTY-  WI/SAWYER
 DN5328  COUNTRY     -  US
 DN5328  USGS QUAD   -  WINTER (2018)
 DN5328
 DN5328                         *CURRENT SURVEY CONTROL
 DN5328  ______________________________________________________________________
 DN5328* NAD 83(1986) POSITION- 45 48 29.35   (N) 091 04 47.39   (W)   HD_HELD1
 DN5328* NAVD 88 ORTHO HEIGHT -   400.565 (meters)     1314.19  (feet) ADJUSTED
 DN5328  ______________________________________________________________________
 DN5328  GEOID HEIGHT    -        -30.004 (meters)                     GEOID18
 DN5328  DYNAMIC HEIGHT  -        400.554 (meters)     1314.15  (feet) COMP
 DN5328  MODELED GRAVITY -    980,576.5   (mgal)                       NAVD 88
 DN5328
 DN5328  VERT ORDER      -  SECOND    CLASS I
 DN5328
 DN5328.The horizontal coordinates were determined by differentially corrected
 DN5328.hand held GPS observations or other comparable positioning techniques
 DN5328.and have an estimated accuracy of +/- 3 meters.
 DN5328
 DN5328.The orthometric height was determined by differential leveling and
 DN5328.adjusted by the WI DEPT OF TRANSP
 DN5328.in May 2012.
 DN5328
 DN5328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5328.GEOID18 height accuracy estimate available here.
 DN5328
 DN5328.Click photographs - Photos may exist for this station.
 DN5328
 DN5328.The dynamic height is computed by dividing the NAVD 88
 DN5328.geopotential number by the normal gravity value computed on the
 DN5328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5328.degrees latitude (g = 980.6199 gals.).
 DN5328
 DN5328.The modeled gravity was interpolated from observed gravity values.
 DN5328
 DN5328;                    North         East    Units  Estimated Accuracy
 DN5328;SPC WI N     -    71,867.6     516,069.7     MT  (+/- 3 meters HH1 GPS) 
 DN5328
 DN5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4919574525(NAD 83)
 DN5328
 DN5328                          SUPERSEDED SURVEY CONTROL
 DN5328
 DN5328.No superseded survey control is available for this station.
 DN5328
 DN5328_MARKER: DD = SURVEY DISK
 DN5328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5328_STAMPING: 7R34 2009
 DN5328_MARK LOGO: WIDT
 DN5328_PROJECTION: FLUSH
 DN5328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5328+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2010
 DN5328
 DN5328  HISTORY     - Date     Condition        Report By
 DN5328  HISTORY     - 2009     MONUMENTED       WIDT
 DN5328  HISTORY     - 20100325 GOOD             WIDT
 DN5328
 DN5328                          STATION DESCRIPTION
 DN5328
 DN5328'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5328'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70, STATE
 DN5328'HIGHWAY 27 SOUTH AND COUNTY HIGHWAY G NORTH IN THE COMMUNITY OF
 DN5328'OJIBWA, GO EAST ON STATE HIGHWAY 70 APPROXIMATELY 1.9 MI (3.1 KM) TO
 DN5328'THE STATION ON THE LEFT.
 DN5328'
 DN5328'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5328'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT AND APPROXIMATELY
 DN5328'10 FT (3.0 M) ABOVE THE STATE HIGHWAY 70 PAVEMENT.
 DN5328'
 DN5328'THE STATION IS 0.75 MI (1.2 KM) WEST OF DORSCHEID/KOEPPLER ROAD AT THE
 DN5328'OJIBWA PARK TRAILHEAD, 55 FT (16.8 M) NORTH OF THE CENTERLINE OF STATE
 DN5328'HIGHWAY 70, 10 FT (3.0 M) SOUTH OF A YELLOW RIGHT OF WAY CHANNEL POST
 DN5328'WITH PLAQUE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5328'SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4984 ***********************************************************************
 DN4984  DESIGNATION -  7R47
 DN4984  PID         -  DN4984
 DN4984  STATE/COUNTY-  WI/SAWYER
 DN4984  COUNTRY     -  US
 DN4984  USGS QUAD   -  WEIRGOR (2018)
 DN4984
 DN4984                         *CURRENT SURVEY CONTROL
 DN4984  ______________________________________________________________________
 DN4984* NAD 83(1986) POSITION- 45 42 57.9    (N) 091 21 30.3    (W)   HD_HELD2
 DN4984* NAVD 88 ORTHO HEIGHT -   481.115 (meters)     1578.46  (feet) ADJUSTED
 DN4984  ______________________________________________________________________
 DN4984  GEOID HEIGHT    -        -30.050 (meters)                     GEOID18
 DN4984  DYNAMIC HEIGHT  -        481.081 (meters)     1578.35  (feet) COMP
 DN4984  MODELED GRAVITY -    980,530.4   (mgal)                       NAVD 88
 DN4984
 DN4984  VERT ORDER      -  SECOND    CLASS I
 DN4984
 DN4984.The horizontal coordinates were established by autonomous hand held GPS
 DN4984.observations and have an estimated accuracy of +/- 10 meters.
 DN4984
 DN4984.The orthometric height was determined by differential leveling and
 DN4984.adjusted by the WI DEPT OF TRANSP
 DN4984.in May 2012.
 DN4984
 DN4984.No vertical observational check was made to the station.
 DN4984
 DN4984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4984.GEOID18 height accuracy estimate available here.
 DN4984
 DN4984.Click photographs - Photos may exist for this station.
 DN4984
 DN4984.The dynamic height is computed by dividing the NAVD 88
 DN4984.geopotential number by the normal gravity value computed on the
 DN4984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4984.degrees latitude (g = 980.6199 gals.).
 DN4984
 DN4984.The modeled gravity was interpolated from observed gravity values.
 DN4984
 DN4984;                    North         East    Units  Estimated Accuracy
 DN4984;SPC WI N     -    61,969.      494,243.      MT  (+/- 10 meters HH2 GPS)
 DN4984
 DN4984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2775963813(NAD 83)
 DN4984
 DN4984                          SUPERSEDED SURVEY CONTROL
 DN4984
 DN4984.No superseded survey control is available for this station.
 DN4984
 DN4984_MARKER: DD = SURVEY DISK
 DN4984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4984_STAMPING: 7R47 2006
 DN4984_MARK LOGO: WIDT
 DN4984_PROJECTION: FLUSH
 DN4984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4984+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 DN4984
 DN4984  HISTORY     - Date     Condition        Report By
 DN4984  HISTORY     - 2005     MONUMENTED       WIDT
 DN4984  HISTORY     - 20091104 GOOD             WIDT
 DN4984
 DN4984                          STATION DESCRIPTION
 DN4984
 DN4984'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4984'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN4984'HIGHWAY C APPROXIMATELY 6 MI (9.7 KM) NORTHWEST OF THE VILLAGE OF
 DN4984'EXELAND, GO NORTH ON COUNTY HIGHWAY C FOR 1.7 MI (2.7 KM) TO ZESIGER
 DN4984'LANE.  CONTINUE NORTH ON COUNTY HIGHWAY C FOR 0.33 MI (0.5 KM) TO THE
 DN4984'STATION ON THE LEFT.
 DN4984'
 DN4984'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4984'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN4984'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4984'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN4984'PAVEMENT.
 DN4984'
 DN4984'THE STATION IS 8.4 M (27.6 FT) WEST OF THE CENTERLINE OF COUNTY
 DN4984'HIGHWAY C, 0.56 MI (0.9 KM) SOUTH OF TOWN LINE ROAD, 0.12 MI (0.2 KM)
 DN4984'SOUTH OF VIERCK LANE EAST AND PRIVATE ENTRANCE '2312N' WEST, 51 M
 DN4984'(167.3 FT) NORTH OF A GRAVEL FIELD ENTRANCE WEST, 29.0 M (95.1 FT)
 DN4984'NORTHWEST OF A POWER POLE, 12.1 M (39.7 FT) SOUTH OF THE EXTENDED
 DN4984'CENTERLINE OF A FIELD ENTRANCE AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN4984'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4984'
 DN4984'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN4984'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4987 ***********************************************************************
 DN4987  DESIGNATION -  7R48
 DN4987  PID         -  DN4987
 DN4987  STATE/COUNTY-  WI/SAWYER
 DN4987  COUNTRY     -  US
 DN4987  USGS QUAD   -  COUDERAY (2018)
 DN4987
 DN4987                         *CURRENT SURVEY CONTROL
 DN4987  ______________________________________________________________________
 DN4987* NAD 83(1986) POSITION- 45 47 00.90   (N) 091 21 09.70   (W)   HD_HELD1
 DN4987* NAVD 88 ORTHO HEIGHT -   406.757 (meters)     1334.50  (feet) ADJUSTED
 DN4987  ______________________________________________________________________
 DN4987  GEOID HEIGHT    -        -29.875 (meters)                     GEOID18
 DN4987  DYNAMIC HEIGHT  -        406.737 (meters)     1334.44  (feet) COMP
 DN4987  MODELED GRAVITY -    980,554.4   (mgal)                       NAVD 88
 DN4987
 DN4987  VERT ORDER      -  SECOND    CLASS I
 DN4987
 DN4987.The horizontal coordinates were determined by differentially corrected
 DN4987.hand held GPS observations or other comparable positioning techniques
 DN4987.and have an estimated accuracy of +/- 3 meters.
 DN4987
 DN4987.The orthometric height was determined by differential leveling and
 DN4987.adjusted by the WI DEPT OF TRANSP
 DN4987.in May 2012.
 DN4987
 DN4987.No vertical observational check was made to the station.
 DN4987
 DN4987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4987.GEOID18 height accuracy estimate available here.
 DN4987
 DN4987.Click photographs - Photos may exist for this station.
 DN4987
 DN4987.The dynamic height is computed by dividing the NAVD 88
 DN4987.geopotential number by the normal gravity value computed on the
 DN4987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4987.degrees latitude (g = 980.6199 gals.).
 DN4987
 DN4987.The modeled gravity was interpolated from observed gravity values.
 DN4987
 DN4987;                    North         East    Units  Estimated Accuracy
 DN4987;SPC WI N     -    69,462.0     494,816.5     MT  (+/- 3 meters HH1 GPS) 
 DN4987
 DN4987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2805071322(NAD 83)
 DN4987
 DN4987                          SUPERSEDED SURVEY CONTROL
 DN4987
 DN4987.No superseded survey control is available for this station.
 DN4987
 DN4987_MARKER: DD = SURVEY DISK
 DN4987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4987_STAMPING: 7R48 2006
 DN4987_MARK LOGO: WIDT
 DN4987_PROJECTION: RECESSED 120 CENTIMETERS
 DN4987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4987+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 DN4987
 DN4987  HISTORY     - Date     Condition        Report By
 DN4987  HISTORY     - 2005     MONUMENTED       WIDT
 DN4987  HISTORY     - 20091104 GOOD             WIDT
 DN4987
 DN4987                          STATION DESCRIPTION
 DN4987
 DN4987'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN4987'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 70
 DN4987'WITH COUNTY HIGHWAY C SOUTH AND SMITH ROAD NORTH APPROXIMATELY 2.3 MI
 DN4987'(3.7 KM) WEST OF THE VILLAGE OF COUDERAY, GO SOUTH ON COUNTY HIGHWAY C
 DN4987'FOR 0.4 MI (0.6 KM) TO JOS RIGHT CHAFFER ROAD.  CONTINUE SOUTH ON
 DN4987'COUNTY HIGHWAY C FOR 0.40 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DN4987'
 DN4987'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4987'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN4987'INCH) DIAMETER CONCRETE POST, 2.4 M (7.9 FT) DEEP, RECESSED 1.2 M (3.9
 DN4987'FT) BELOW THE GROUND AND APPROXIMATELY 2 M (6.6 FT) LOWER THAN THE
 DN4987'HIGHWAY PAVEMENT.
 DN4987'
 DN4987'THE STATION IS 7.9 M (25.9 FT) EAST OF THE CENTERLINE OF COUNTY
 DN4987'HIGHWAY C, 46.0 M (150.9 FT) NORTH OF THE EXTENDED CENTERLINE OF
 DN4987'PRIVATE ENTRANCE '4127N', 21.5 M (70.5 FT) EAST-SOUTHEAST OF A POWER
 DN4987'POLE, 4 M (13.1 FT) WEST OF A FIELD AND 0.9 M (3.0 FT) EAST, 2.8 M
 DN4987'(9.2 FT) SOUTHWEST AND 2.8 M (9.2 FT) NORTHWEST OF THREE WHITE PLASTIC
 DN4987'WITNESS POSTS.
 DN4987'
 DN4987'NOTE1 THE STATION IS LOCATED AT THE BOTTOM OF A 1.5-M DIAMETER HARD
 DN4987'BLACK PLASTIC TUBE SET VERTICALLY COVERED BY A BLACK PLASTIC MESH
 DN4987'ATTACHED WITH 3/8 INCH (10 MM) HEX HEAD SCREWS TO THE TOP RIM OF THE
 DN4987'TUBE.
 DN4987'
 DN4987'NOTE2 THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN4987'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4952 ***********************************************************************
 DN4952  DESIGNATION -  7R49
 DN4952  PID         -  DN4952
 DN4952  STATE/COUNTY-  WI/SAWYER
 DN4952  COUNTRY     -  US
 DN4952  USGS QUAD   -  COUDERAY (2018)
 DN4952
 DN4952                         *CURRENT SURVEY CONTROL
 DN4952  ______________________________________________________________________
 DN4952* NAD 83(1986) POSITION- 45 47 43.29   (N) 091 17 24.01   (W)   HD_HELD1
 DN4952* NAVD 88 ORTHO HEIGHT -   380.216 (meters)     1247.43  (feet) ADJUSTED
 DN4952  ______________________________________________________________________
 DN4952  GEOID HEIGHT    -        -29.890 (meters)                     GEOID18
 DN4952  DYNAMIC HEIGHT  -        380.200 (meters)     1247.37  (feet) COMP
 DN4952  MODELED GRAVITY -    980,560.7   (mgal)                       NAVD 88
 DN4952
 DN4952  VERT ORDER      -  SECOND    CLASS I
 DN4952
 DN4952.The horizontal coordinates were determined by differentially corrected
 DN4952.hand held GPS observations or other comparable positioning techniques
 DN4952.and have an estimated accuracy of +/- 3 meters.
 DN4952
 DN4952.The orthometric height was determined by differential leveling and
 DN4952.adjusted by the WI DEPT OF TRANSP
 DN4952.in May 2012.
 DN4952
 DN4952.No vertical observational check was made to the station.
 DN4952
 DN4952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4952.GEOID18 height accuracy estimate available here.
 DN4952
 DN4952.Click photographs - Photos may exist for this station.
 DN4952
 DN4952.The dynamic height is computed by dividing the NAVD 88
 DN4952.geopotential number by the normal gravity value computed on the
 DN4952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4952.degrees latitude (g = 980.6199 gals.).
 DN4952
 DN4952.The modeled gravity was interpolated from observed gravity values.
 DN4952
 DN4952;                    North         East    Units  Estimated Accuracy
 DN4952;SPC WI N     -    70,689.5     499,712.2     MT  (+/- 3 meters HH1 GPS) 
 DN4952
 DN4952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3289572732(NAD 83)
 DN4952
 DN4952                          SUPERSEDED SURVEY CONTROL
 DN4952
 DN4952.No superseded survey control is available for this station.
 DN4952
 DN4952_MARKER: DD = SURVEY DISK
 DN4952_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN4952_SP_SET: BRIDGE WING WALL
 DN4952_STAMPING: 7R49 2006
 DN4952_MARK LOGO: WIDT
 DN4952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4952+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 DN4952
 DN4952  HISTORY     - Date     Condition        Report By
 DN4952  HISTORY     - 2006     MONUMENTED       WIDT
 DN4952  HISTORY     - 20100323 GOOD             WIDT
 DN4952
 DN4952                          STATION DESCRIPTION
 DN4952
 DN4952'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4952'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 70
 DN4952'WITH COUNTY HIGHWAY CC (NORTH) IN THE VILLAGE OF COUDERAY, GO EAST ON
 DN4952'STATE HIGHWAYS 27 AND 70 FOR 0.8 MI (1.3 KM) TO BRIDGE NUMBER
 DN4952'B-57-42-90 OVER EDDY CREEK AND THE STATION ON THE RIGHT.
 DN4952'
 DN4952'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4952'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN4952'THE SOUTHEAST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE HIGHWAY
 DN4952'PAVEMENT.
 DN4952'
 DN4952'THE STATION IS 5.8 M (19.0 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DN4952'HIGHWAYS 27 AND 70, 15.2 M (49.9 FT) NORTHWEST OF THE EXTENDED
 DN4952'CENTERLINE OF SHEPTIC ROAD AND 0.8 M (2.6 FT) NORTHWEST OF A WHITE
 DN4952'PLASTIC WITNESS POST.
 DN4952'
 DN4952'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN4952'QUADRANTS EXTENDING TO 40 DEGREES AND TREES IN THE NORTH QUADRANTS
 DN4952'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5056 ***********************************************************************
 DN5056  DESIGNATION -  7R50
 DN5056  PID         -  DN5056
 DN5056  STATE/COUNTY-  WI/SAWYER
 DN5056  COUNTRY     -  US
 DN5056  USGS QUAD   -  RADISSON (2018)
 DN5056
 DN5056                         *CURRENT SURVEY CONTROL
 DN5056  ______________________________________________________________________
 DN5056* NAD 83(1986) POSITION- 45 51 33.4    (N) 091 10 22.8    (W)   HD_HELD2
 DN5056* NAVD 88 ORTHO HEIGHT -   448.835 (meters)     1472.55  (feet) ADJUSTED
 DN5056  ______________________________________________________________________
 DN5056  GEOID HEIGHT    -        -29.730 (meters)                     GEOID18
 DN5056  DYNAMIC HEIGHT  -        448.823 (meters)     1472.51  (feet) COMP
 DN5056  MODELED GRAVITY -    980,575.1   (mgal)                       NAVD 88
 DN5056
 DN5056  VERT ORDER      -  SECOND    CLASS I
 DN5056
 DN5056.The horizontal coordinates were established by autonomous hand held GPS
 DN5056.observations and have an estimated accuracy of +/- 10 meters.
 DN5056
 DN5056.The orthometric height was determined by differential leveling and
 DN5056.adjusted by the WI DEPT OF TRANSP
 DN5056.in May 2012.
 DN5056
 DN5056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5056.GEOID18 height accuracy estimate available here.
 DN5056
 DN5056.Click photographs - Photos may exist for this station.
 DN5056
 DN5056.The dynamic height is computed by dividing the NAVD 88
 DN5056.geopotential number by the normal gravity value computed on the
 DN5056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5056.degrees latitude (g = 980.6199 gals.).
 DN5056
 DN5056.The modeled gravity was interpolated from observed gravity values.
 DN5056
 DN5056;                    North         East    Units  Estimated Accuracy
 DN5056;SPC WI N     -    77,652.      508,912.      MT  (+/- 10 meters HH2 GPS)
 DN5056
 DN5056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4182680035(NAD 83)
 DN5056
 DN5056                          SUPERSEDED SURVEY CONTROL
 DN5056
 DN5056.No superseded survey control is available for this station.
 DN5056
 DN5056_MARKER: DD = SURVEY DISK
 DN5056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5056_STAMPING: 7R50 2006
 DN5056_MARK LOGO: WIDT
 DN5056_PROJECTION: FLUSH
 DN5056_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5056+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2010
 DN5056
 DN5056  HISTORY     - Date     Condition        Report By
 DN5056  HISTORY     - 2005     MONUMENTED       WIDT
 DN5056  HISTORY     - 20100508 GOOD             WIDT
 DN5056
 DN5056                          STATION DESCRIPTION
 DN5056
 DN5056'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5056'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY CLOSING
 DN5056'CORNER WITH COUNTY HIGHWAY H APPROXIMATELY 8 MI (12.9 KM) NORTH OF THE
 DN5056'VILLAGE OF RADISSON, GO EAST ON COUNTY HIGHWAY CLOSING CORNER FOR 2.2
 DN5056'MI (3.5 KM) TO COUNTY HIGHWAY CLOSING CORNER CURVING LEFT AND FLOWAGE
 DN5056'ROAD AHEAD, GO EAST ON FLOWAGE ROAD FOR 0.7 MI (1.1 KM) TO HELSING
 DN5056'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON HELSING ROAD FOR 1.2 MI (1.9
 DN5056'KM) TO BLUEBERRY FIRE LANE.  CONTINUE SOUTH ON HELSING ROAD FOR 1.25
 DN5056'MI (2.0 KM) TO THE STATION ON THE LEFT.
 DN5056'
 DN5056'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5056'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5056'INCH) DIAMETER CONCRETE POST, 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5056'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5056'PAVEMENT.
 DN5056'
 DN5056'THE STATION IS 9.1 M (29.9 FT) EAST OF THE CENTERLINE OF HELSING ROAD,
 DN5056'0.39 MI (0.6 KM) SOUTH OF A GATED WOODS ROAD EAST, 142 M (465.9 FT)
 DN5056'SOUTH-SOUTHEAST OF A -SLOW NO SHOULDER NEXT MILE- METAL SIGN POST, 124
 DN5056'M (406.8 FT) SOUTH OF AN ORANGE OVER WHITE -WARNING FIBER OPTIC CABLE
 DN5056'ROUTE- POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5056'SURROUNDING THE STATION.
 DN5056'
 DN5056'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES OVERHEAD AND IN
 DN5056'ALL QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5055 ***********************************************************************
 DN5055  DESIGNATION -  7R51
 DN5055  PID         -  DN5055
 DN5055  STATE/COUNTY-  WI/SAWYER
 DN5055  COUNTRY     -  US
 DN5055  USGS QUAD   -  NEW POST (2018)
 DN5055
 DN5055                         *CURRENT SURVEY CONTROL
 DN5055  ______________________________________________________________________
 DN5055* NAD 83(1986) POSITION- 45 53 08.2    (N) 091 10 22.4    (W)   HD_HELD2
 DN5055* NAVD 88 ORTHO HEIGHT -   459.984 (meters)     1509.13  (feet) ADJUSTED
 DN5055  ______________________________________________________________________
 DN5055  GEOID HEIGHT    -        -29.662 (meters)                     GEOID18
 DN5055  DYNAMIC HEIGHT  -        459.975 (meters)     1509.10  (feet) COMP
 DN5055  MODELED GRAVITY -    980,580.5   (mgal)                       NAVD 88
 DN5055
 DN5055  VERT ORDER      -  SECOND    CLASS I
 DN5055
 DN5055.The horizontal coordinates were established by autonomous hand held GPS
 DN5055.observations and have an estimated accuracy of +/- 10 meters.
 DN5055
 DN5055.The orthometric height was determined by differential leveling and
 DN5055.adjusted by the WI DEPT OF TRANSP
 DN5055.in May 2012.
 DN5055
 DN5055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5055.GEOID18 height accuracy estimate available here.
 DN5055
 DN5055.Click photographs - Photos may exist for this station.
 DN5055
 DN5055.The dynamic height is computed by dividing the NAVD 88
 DN5055.geopotential number by the normal gravity value computed on the
 DN5055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5055.degrees latitude (g = 980.6199 gals.).
 DN5055
 DN5055.The modeled gravity was interpolated from observed gravity values.
 DN5055
 DN5055;                    North         East    Units  Estimated Accuracy
 DN5055;SPC WI N     -    80,578.      508,964.      MT  (+/- 10 meters HH2 GPS)
 DN5055
 DN5055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4176782961(NAD 83)
 DN5055
 DN5055                          SUPERSEDED SURVEY CONTROL
 DN5055
 DN5055.No superseded survey control is available for this station.
 DN5055
 DN5055_MARKER: DD = SURVEY DISK
 DN5055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5055_STAMPING: 7R51 2006
 DN5055_MARK LOGO: WIDT
 DN5055_PROJECTION: FLUSH
 DN5055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5055+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2010
 DN5055
 DN5055  HISTORY     - Date     Condition        Report By
 DN5055  HISTORY     - 2005     MONUMENTED       WIDT
 DN5055  HISTORY     - 20100509 GOOD             WIDT
 DN5055
 DN5055                          STATION DESCRIPTION
 DN5055
 DN5055'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5055'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY CLOSING
 DN5055'CORNER WITH COUNTY HIGHWAY H APPROXIMATELY 8 MI (12.9 KM) NORTH OF THE
 DN5055'VILLAGE OF RADISSON, GO EAST ON COUNTY HIGHWAY CLOSING CORNER FOR 2.2
 DN5055'MI (3.5 KM) TO COUNTY HIGHWAY CLOSING CORNER CURVING LEFT AND FLOWAGE
 DN5055'ROAD AHEAD, GO EAST ON FLOWAGE ROAD FOR 0.7 MI (1.1 KM) TO HELSING
 DN5055'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON HELSING ROAD FOR 0.63 MI (1.0
 DN5055'KM) TO THE STATION AT THE TOP OF A HILL ON THE LEFT.
 DN5055'
 DN5055'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5055'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5055'INCH) DIAMETER CONCRETE COLUMN FLUSH WITH THE GROUND AND APPROXIMATELY
 DN5055'LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5055'
 DN5055'THE STATION IS 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF HELSING ROAD,
 DN5055'0.59 MI (0.9 KM) NORTH OF BLUEBERRY FIRE LANE, 0.13 MI (0.2 KM) SOUTH
 DN5055'OF A WOODS ROAD EAST, 26.1 M (85.6 FT) SOUTH OF AND 18.1 M (59.4 FT)
 DN5055'NORTH OF TWO ORANGE OVER WHITE -WARNING FIBER OPTIC CABLE ROUTE- POSTS
 DN5055'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5055'STATION.
 DN5055'
 DN5055'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DN5055'QUADRANTS EXTENDING TO 60 DEGREES AND TREES IN THE WEST QUADRANTS
 DN5055'EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5054 ***********************************************************************
 DN5054  DESIGNATION -  7R52
 DN5054  PID         -  DN5054
 DN5054  STATE/COUNTY-  WI/SAWYER
 DN5054  COUNTRY     -  US
 DN5054  USGS QUAD   -  NEW POST (2018)
 DN5054
 DN5054                         *CURRENT SURVEY CONTROL
 DN5054  ______________________________________________________________________
 DN5054* NAD 83(1986) POSITION- 45 54 05.9    (N) 091 11 10.3    (W)   HD_HELD2
 DN5054* NAVD 88 ORTHO HEIGHT -   405.286 (meters)     1329.68  (feet) ADJUSTED
 DN5054  ______________________________________________________________________
 DN5054  GEOID HEIGHT    -        -29.610 (meters)                     GEOID18
 DN5054  DYNAMIC HEIGHT  -        405.282 (meters)     1329.66  (feet) COMP
 DN5054  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 DN5054
 DN5054  VERT ORDER      -  SECOND    CLASS I
 DN5054
 DN5054.The horizontal coordinates were established by autonomous hand held GPS
 DN5054.observations and have an estimated accuracy of +/- 10 meters.
 DN5054
 DN5054.The orthometric height was determined by differential leveling and
 DN5054.adjusted by the WI DEPT OF TRANSP
 DN5054.in May 2012.
 DN5054
 DN5054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5054.GEOID18 height accuracy estimate available here.
 DN5054
 DN5054.Click photographs - Photos may exist for this station.
 DN5054
 DN5054.The dynamic height is computed by dividing the NAVD 88
 DN5054.geopotential number by the normal gravity value computed on the
 DN5054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5054.degrees latitude (g = 980.6199 gals.).
 DN5054
 DN5054.The modeled gravity was interpolated from observed gravity values.
 DN5054
 DN5054;                    North         East    Units  Estimated Accuracy
 DN5054;SPC WI N     -    82,375.      507,958.      MT  (+/- 10 meters HH2 GPS)
 DN5054
 DN5054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4069584718(NAD 83)
 DN5054
 DN5054                          SUPERSEDED SURVEY CONTROL
 DN5054
 DN5054.No superseded survey control is available for this station.
 DN5054
 DN5054_MARKER: DD = SURVEY DISK
 DN5054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5054_STAMPING: 7R52 2006
 DN5054_MARK LOGO: WIDT
 DN5054_PROJECTION: FLUSH
 DN5054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5054+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2010
 DN5054
 DN5054  HISTORY     - Date     Condition        Report By
 DN5054  HISTORY     - 2005     MONUMENTED       WIDT
 DN5054  HISTORY     - 20100509 GOOD             WIDT
 DN5054
 DN5054                          STATION DESCRIPTION
 DN5054
 DN5054'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5054'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY CLOSING
 DN5054'CORNER WITH COUNTY HIGHWAY H APPROXIMATELY 8 MI (12.9 KM) NORTH OF THE
 DN5054'VILLAGE OF RADISSON, GO EAST ON COUNTY HIGHWAY CLOSING CORNER FOR 2.2
 DN5054'MI (3.5 KM) TO COUNTY HIGHWAY CLOSING CORNER CURVING LEFT AND FLOWAGE
 DN5054'ROAD AHEAD, CURVE LEFT AND GO NORTH ON COUNTY HIGHWAY CLOSING CORNER
 DN5054'FOR 0.40 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DN5054'
 DN5054'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5054'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5054'INCH) DIAMETER CONCRETE POST 1.7 M (5.6 FT) DEEP, FLUSH WITH THE
 DN5054'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5054'THE STATION IS 10.0 M (32.8 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5054'HIGHWAY CLOSING CORNER, 0.28 MI (0.5 KM) SOUTH OF SCOTT LAKE ROAD,
 DN5054'18.3 M (60.0 FT) NORTH OF THE SOUTHWEST POST OF A -WELCOME OJIBWA
 DN5054'INDIAN RESERVATION- SIGN, 7.3 M (24.0 FT) SOUTH-SOUTHEAST OF A -CURVES
 DN5054'AHEAD 45 MPH- WOODEN SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5054'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5054'
 DN5054'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DN5054'QUADRANTS EXTENDING TO 80 DEGREES AND TREES IN THE WEST QUADRANTS
 DN5054'EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5052 ***********************************************************************
 DN5052  DESIGNATION -  7R53
 DN5052  PID         -  DN5052
 DN5052  STATE/COUNTY-  WI/SAWYER
 DN5052  COUNTRY     -  US
 DN5052  USGS QUAD   -  NEW POST (2018)
 DN5052
 DN5052                         *CURRENT SURVEY CONTROL
 DN5052  ______________________________________________________________________
 DN5052* NAD 83(1986) POSITION- 45 57 14.4    (N) 091 13 56.0    (W)   HD_HELD2
 DN5052* NAVD 88 ORTHO HEIGHT -   406.762 (meters)     1334.52  (feet) ADJUSTED
 DN5052  ______________________________________________________________________
 DN5052  GEOID HEIGHT    -        -29.418 (meters)                     GEOID18
 DN5052  DYNAMIC HEIGHT  -        406.764 (meters)     1334.52  (feet) COMP
 DN5052  MODELED GRAVITY -    980,607.5   (mgal)                       NAVD 88
 DN5052
 DN5052  VERT ORDER      -  SECOND    CLASS I
 DN5052
 DN5052.The horizontal coordinates were established by autonomous hand held GPS
 DN5052.observations and have an estimated accuracy of +/- 10 meters.
 DN5052
 DN5052.The orthometric height was determined by differential leveling and
 DN5052.adjusted by the WI DEPT OF TRANSP
 DN5052.in May 2012.
 DN5052
 DN5052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5052.GEOID18 height accuracy estimate available here.
 DN5052
 DN5052.Click photographs - Photos may exist for this station.
 DN5052
 DN5052.The dynamic height is computed by dividing the NAVD 88
 DN5052.geopotential number by the normal gravity value computed on the
 DN5052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5052.degrees latitude (g = 980.6199 gals.).
 DN5052
 DN5052.The modeled gravity was interpolated from observed gravity values.
 DN5052
 DN5052;                    North         East    Units  Estimated Accuracy
 DN5052;SPC WI N     -    88,248.      504,477.      MT  (+/- 10 meters HH2 GPS)
 DN5052
 DN5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3699590455(NAD 83)
 DN5052
 DN5052                          SUPERSEDED SURVEY CONTROL
 DN5052
 DN5052.No superseded survey control is available for this station.
 DN5052
 DN5052_MARKER: DD = SURVEY DISK
 DN5052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5052_STAMPING: 7R53 2006
 DN5052_MARK LOGO: WIDT
 DN5052_PROJECTION: FLUSH
 DN5052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5052+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DN5052
 DN5052  HISTORY     - Date     Condition        Report By
 DN5052  HISTORY     - 2005     MONUMENTED       WIDT
 DN5052  HISTORY     - 20100511 GOOD             WIDT
 DN5052
 DN5052                          STATION DESCRIPTION
 DN5052
 DN5052'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5052'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DN5052'HIGHWAY CLOSING CORNER APPROXIMATELY 12 MI (19.3 KM) EAST OF THE CITY
 DN5052'OF HAYWARD, GO SOUTH ON COUNTY HIGHWAY CLOSING CORNER FOR 0.8 MI (1.3
 DN5052'KM) TO TWIN BAY ROAD LEFT AND KELSEY ROAD RIGHT.  CONTINUE SOUTH THEN
 DN5052'SOUTHEAST ON COUNTY HIGHWAY CLOSING CORNER FOR 1.1 MI (1.8 KM) TO AN
 DN5052'UNNAMED ROAD LEADING TO THE -CHIPPEWA FLOWAGE CLOSING CORNER NORTH
 DN5052'BOAT LANDING- RIGHT.  CONTINUE SOUTHEAST ON COUNTY HIGHWAY CLOSING
 DN5052'CORNER FOR 91 M (298.6 FT) TO THE STATION ON THE RIGHT.
 DN5052'
 DN5052'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5052'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5052'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5052'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5052'
 DN5052'THE STATION IS 7.4 M (24.3 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5052'HIGHWAY CLOSING CORNER, 0.34 MI (0.5 KM) WEST OF CONNER LANE, 25.5 M
 DN5052'(83.7 FT) SOUTHEAST OF POWER POLE -40 715-5-, 8.3 M (27.2 FT) NORTH OF
 DN5052'A -LEFT CURVE AHEAD- WOODEN SIGN POST AND IS 1 M (3.3 FT) FROM THREE
 DN5052'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5052'
 DN5052'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5052'QUADRANTS EXTENDING TO 70 DEGREES AND TREES IN THE NORTH QUADRANTS
 DN5052'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5051 ***********************************************************************
 DN5051  DESIGNATION -  7R54
 DN5051  PID         -  DN5051
 DN5051  STATE/COUNTY-  WI/SAWYER
 DN5051  COUNTRY     -  US
 DN5051  USGS QUAD   -  NEW POST (2018)
 DN5051
 DN5051                         *CURRENT SURVEY CONTROL
 DN5051  ______________________________________________________________________
 DN5051* NAD 83(1986) POSITION- 45 58 54.78   (N) 091 14 00.29   (W)   HD_HELD1
 DN5051* NAVD 88 ORTHO HEIGHT -   413.413 (meters)     1356.34  (feet) ADJUSTED
 DN5051  ______________________________________________________________________
 DN5051  GEOID HEIGHT    -        -29.365 (meters)                     GEOID18
 DN5051  DYNAMIC HEIGHT  -        413.416 (meters)     1356.35  (feet) COMP
 DN5051  MODELED GRAVITY -    980,611.1   (mgal)                       NAVD 88
 DN5051
 DN5051  VERT ORDER      -  SECOND    CLASS I
 DN5051
 DN5051.The horizontal coordinates were determined by differentially corrected
 DN5051.hand held GPS observations or other comparable positioning techniques
 DN5051.and have an estimated accuracy of +/- 3 meters.
 DN5051
 DN5051.The orthometric height was determined by differential leveling and
 DN5051.adjusted by the WI DEPT OF TRANSP
 DN5051.in May 2012.
 DN5051
 DN5051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5051.GEOID18 height accuracy estimate available here.
 DN5051
 DN5051.Click photographs - Photos may exist for this station.
 DN5051
 DN5051.The dynamic height is computed by dividing the NAVD 88
 DN5051.geopotential number by the normal gravity value computed on the
 DN5051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5051.degrees latitude (g = 980.6199 gals.).
 DN5051
 DN5051.The modeled gravity was interpolated from observed gravity values.
 DN5051
 DN5051;                    North         East    Units  Estimated Accuracy
 DN5051;SPC WI N     -    91,348.3     504,433.1     MT  (+/- 3 meters HH1 GPS) 
 DN5051
 DN5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3683493551(NAD 83)
 DN5051
 DN5051                          SUPERSEDED SURVEY CONTROL
 DN5051
 DN5051.No superseded survey control is available for this station.
 DN5051
 DN5051_MARKER: DD = SURVEY DISK
 DN5051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5051_STAMPING: 7R54 2006
 DN5051_MARK LOGO: WIDT
 DN5051_PROJECTION: FLUSH
 DN5051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5051+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DN5051
 DN5051  HISTORY     - Date     Condition        Report By
 DN5051  HISTORY     - 2005     MONUMENTED       WIDT
 DN5051  HISTORY     - 20100511 GOOD             WIDT
 DN5051
 DN5051                          STATION DESCRIPTION
 DN5051
 DN5051'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5051'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DN5051'HIGHWAY CLOSING CORNER APPROXIMATELY 12 MI (19.3 KM) EAST OF THE CITY
 DN5051'OF HAYWARD, GO EAST ON COUNTY HIGHWAY B FOR 108 M (354.3 FT) TO THE
 DN5051'STATION ON THE RIGHT.
 DN5051'
 DN5051'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5051'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5051'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5051'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5051'PAVEMENT.
 DN5051'
 DN5051'THE STATION IS 13.8 M (45.3 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5051'HIGHWAY B, 34.5 M (113.2 FT) WEST OF A -SPEED LIMIT 55- WOODEN SIGN
 DN5051'POST, 28.0 M (91.9 FT) SOUTH-SOUTHEAST OF A -COUNTY CLOSING CORNER
 DN5051'LEFT/COUNTY B RIGHT- WOODEN SIGN POST, 13.1 M (43.0 FT) EAST OF THE
 DN5051'NORTH LEG OF A BILLBOARD SIGN AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5051'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5051'
 DN5051'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DN5051'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5050 ***********************************************************************
 DN5050  DESIGNATION -  7R55
 DN5050  PID         -  DN5050
 DN5050  STATE/COUNTY-  WI/SAWYER
 DN5050  COUNTRY     -  US
 DN5050  USGS QUAD   -  NEW POST (2018)
 DN5050
 DN5050                         *CURRENT SURVEY CONTROL
 DN5050  ______________________________________________________________________
 DN5050* NAD 83(1986) POSITION- 45 59 46.4    (N) 091 12 22.2    (W)   HD_HELD2
 DN5050* NAVD 88 ORTHO HEIGHT -   418.217 (meters)     1372.10  (feet) ADJUSTED
 DN5050  ______________________________________________________________________
 DN5050  GEOID HEIGHT    -        -29.410 (meters)                     GEOID18
 DN5050  DYNAMIC HEIGHT  -        418.219 (meters)     1372.11  (feet) COMP
 DN5050  MODELED GRAVITY -    980,607.2   (mgal)                       NAVD 88
 DN5050
 DN5050  VERT ORDER      -  SECOND    CLASS I
 DN5050
 DN5050.The horizontal coordinates were established by autonomous hand held GPS
 DN5050.observations and have an estimated accuracy of +/- 10 meters.
 DN5050
 DN5050.The orthometric height was determined by differential leveling and
 DN5050.adjusted by the WI DEPT OF TRANSP
 DN5050.in May 2012.
 DN5050
 DN5050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5050.GEOID18 height accuracy estimate available here.
 DN5050
 DN5050.Click photographs - Photos may exist for this station.
 DN5050
 DN5050.The dynamic height is computed by dividing the NAVD 88
 DN5050.geopotential number by the normal gravity value computed on the
 DN5050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5050.degrees latitude (g = 980.6199 gals.).
 DN5050
 DN5050.The modeled gravity was interpolated from observed gravity values.
 DN5050
 DN5050;                    North         East    Units  Estimated Accuracy
 DN5050;SPC WI N     -    92,909.      506,568.      MT  (+/- 10 meters HH2 GPS)
 DN5050
 DN5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3890995192(NAD 83)
 DN5050
 DN5050                          SUPERSEDED SURVEY CONTROL
 DN5050
 DN5050.No superseded survey control is available for this station.
 DN5050
 DN5050_MARKER: DD = SURVEY DISK
 DN5050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5050_STAMPING: 7R55 2006
 DN5050_MARK LOGO: WIDT
 DN5050_PROJECTION: FLUSH
 DN5050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5050+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2010
 DN5050
 DN5050  HISTORY     - Date     Condition        Report By
 DN5050  HISTORY     - 2005     MONUMENTED       WIDT
 DN5050  HISTORY     - 20100515 GOOD             WIDT
 DN5050
 DN5050                          STATION DESCRIPTION
 DN5050
 DN5050'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5050'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DN5050'HIGHWAY A APPROXIMATELY 13 MI (20.9 KM) EAST OF THE CITY OF HAYWARD,
 DN5050'GO NORTH ON COUNTY HIGHWAY A FOR 0.98 MI (1.6 KM) TO THE STATION ON
 DN5050'THE LEFT.
 DN5050'
 DN5050'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5050'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5050'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5050'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5050'
 DN5050'THE STATION IS 7.9 M (25.9 FT) WEST OF THE CENTERLINE OF COUNTY
 DN5050'HIGHWAY A, 0.83 MI (1.3 KM) SOUTH OF EGGE ROAD, 86 M (282.2 FT) NORTH
 DN5050'OF A -LEFT CURVE AHEAD 35 MPH- WOODEN SIGN POST, 47.0 M (154.2 FT)
 DN5050'SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE -10105N-, 18.5 M (60.7 FT)
 DN5050'WEST-SOUTHWEST OF POWER POLE -26-2- AND IS 1 M (3.3 FT) FROM THREE
 DN5050'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5050'
 DN5050'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN5050'QUADRANTS EXTENDING TO 80 DEGREES AND TREES IN THE EAST QUADRANTS
 DN5050'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5109 ***********************************************************************
 DN5109  DESIGNATION -  7S01
 DN5109  PID         -  DN5109
 DN5109  STATE/COUNTY-  WI/RUSK
 DN5109  COUNTRY     -  US
 DN5109  USGS QUAD   -  HAWKINS (2018)
 DN5109
 DN5109                         *CURRENT SURVEY CONTROL
 DN5109  ______________________________________________________________________
 DN5109* NAD 83(1986) POSITION- 45 32 13.7    (N) 090 42 27.8    (W)   HD_HELD2
 DN5109* NAVD 88 ORTHO HEIGHT -   424.730 (meters)     1393.47  (feet) ADJUSTED
 DN5109  ______________________________________________________________________
 DN5109  GEOID HEIGHT    -        -30.462 (meters)                     GEOID18
 DN5109  DYNAMIC HEIGHT  -        424.707 (meters)     1393.39  (feet) COMP
 DN5109  MODELED GRAVITY -    980,549.9   (mgal)                       NAVD 88
 DN5109
 DN5109  VERT ORDER      -  SECOND    CLASS I
 DN5109
 DN5109.The horizontal coordinates were established by autonomous hand held GPS
 DN5109.observations and have an estimated accuracy of +/- 10 meters.
 DN5109
 DN5109.The orthometric height was determined by differential leveling and
 DN5109.adjusted by the WI DEPT OF TRANSP
 DN5109.in May 2012.
 DN5109
 DN5109.No vertical observational check was made to the station.
 DN5109
 DN5109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5109.GEOID18 height accuracy estimate available here.
 DN5109
 DN5109.Click photographs - Photos may exist for this station.
 DN5109
 DN5109.The dynamic height is computed by dividing the NAVD 88
 DN5109.geopotential number by the normal gravity value computed on the
 DN5109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5109.degrees latitude (g = 980.6199 gals.).
 DN5109
 DN5109.The modeled gravity was interpolated from observed gravity values.
 DN5109
 DN5109;                    North         East    Units  Estimated Accuracy
 DN5109;SPC WI C     -   189,574.      544,722.      MT  (+/- 10 meters HH2 GPS)
 DN5109
 DN5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7896945178(NAD 83)
 DN5109
 DN5109                          SUPERSEDED SURVEY CONTROL
 DN5109
 DN5109.No superseded survey control is available for this station.
 DN5109
 DN5109_MARKER: DD = SURVEY DISK
 DN5109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5109_STAMPING: 7S01 2006
 DN5109_MARK LOGO: WIDT
 DN5109_PROJECTION: FLUSH
 DN5109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5109+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 DN5109
 DN5109  HISTORY     - Date     Condition        Report By
 DN5109  HISTORY     - 2005     MONUMENTED       WIDT
 DN5109  HISTORY     - 20100323 GOOD             WIDT
 DN5109
 DN5109                          STATION DESCRIPTION
 DN5109
 DN5109'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5109'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (ELLINGSON
 DN5109'AVENUE) WITH COUNTY HIGHWAY M IN THE VILLAGE OF HAWKINS, GO NORTH ON
 DN5109'COUNTY HIGHWAY M FOR 1.5 MI (2.4 KM) TO PRICE ROAD RIGHT.  TURN RIGHT
 DN5109'AND GO EAST ON PRICE ROAD FOR 0.59 MI (0.9 KM) TO THE STATION ON THE
 DN5109'RIGHT.
 DN5109'
 DN5109'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5109'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5109'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5109'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.
 DN5109'
 DN5109'THE STATION IS 8.4 M (27.6 FT) SOUTH OF THE CENTERLINE OF PRICE ROAD,
 DN5109'0.11 MI (0.2 KM) WEST OF PRIVATE ENTRANCE -W586-, 44.7 M (146.7 FT)
 DN5109'WEST OF A METAL -CONSERVATION EASEMENT BOUNDARY- SIGN POST, 32.2 M
 DN5109'(105.6 FT) EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 21.6 M (70.9
 DN5109'FT) SOUTH-SOUTHEAST OF POWER POLE -2.15- AND IS 1 M (3.3 FT) FROM
 DN5109'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5109'
 DN5109'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5109'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5108 ***********************************************************************
 DN5108  DESIGNATION -  7S02
 DN5108  PID         -  DN5108
 DN5108  STATE/COUNTY-  WI/RUSK
 DN5108  COUNTRY     -  US
 DN5108  USGS QUAD   -  HAWKINS (2018)
 DN5108
 DN5108                         *CURRENT SURVEY CONTROL
 DN5108  ______________________________________________________________________
 DN5108* NAD 83(1986) POSITION- 45 32 40.0    (N) 090 43 31.3    (W)   HD_HELD2
 DN5108* NAVD 88 ORTHO HEIGHT -   429.684 (meters)     1409.72  (feet) ADJUSTED
 DN5108  ______________________________________________________________________
 DN5108  GEOID HEIGHT    -        -30.468 (meters)                     GEOID18
 DN5108  DYNAMIC HEIGHT  -        429.659 (meters)     1409.64  (feet) COMP
 DN5108  MODELED GRAVITY -    980,544.7   (mgal)                       NAVD 88
 DN5108
 DN5108  VERT ORDER      -  SECOND    CLASS I
 DN5108
 DN5108.The horizontal coordinates were established by autonomous hand held GPS
 DN5108.observations and have an estimated accuracy of +/- 10 meters.
 DN5108
 DN5108.The orthometric height was determined by differential leveling and
 DN5108.adjusted by the WI DEPT OF TRANSP
 DN5108.in May 2012.
 DN5108
 DN5108.No vertical observational check was made to the station.
 DN5108
 DN5108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5108.GEOID18 height accuracy estimate available here.
 DN5108
 DN5108.Click photographs - Photos may exist for this station.
 DN5108
 DN5108.The dynamic height is computed by dividing the NAVD 88
 DN5108.geopotential number by the normal gravity value computed on the
 DN5108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5108.degrees latitude (g = 980.6199 gals.).
 DN5108
 DN5108.The modeled gravity was interpolated from observed gravity values.
 DN5108
 DN5108;                    North         East    Units  Estimated Accuracy
 DN5108;SPC WI C     -   190,398.      543,352.      MT  (+/- 10 meters HH2 GPS)
 DN5108
 DN5108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7756945950(NAD 83)
 DN5108
 DN5108                          SUPERSEDED SURVEY CONTROL
 DN5108
 DN5108.No superseded survey control is available for this station.
 DN5108
 DN5108_MARKER: DD = SURVEY DISK
 DN5108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5108_STAMPING: 7S02 2006
 DN5108_MARK LOGO: WIDT
 DN5108_PROJECTION: FLUSH
 DN5108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5108+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2010
 DN5108
 DN5108  HISTORY     - Date     Condition        Report By
 DN5108  HISTORY     - 2005     MONUMENTED       WIDT
 DN5108  HISTORY     - 20100324 GOOD             WIDT
 DN5108
 DN5108                          STATION DESCRIPTION
 DN5108
 DN5108'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5108'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (ELLINGSON
 DN5108'AVENUE) WITH COUNTY HIGHWAY M IN THE VILLAGE OF HAWKINS, GO NORTH ON
 DN5108'COUNTY HIGHWAY M FOR 2.0 MI (3.2 KM) TO CRANBERRY ROAD LEFT.  TURN
 DN5108'LEFT AND GO WEST ON CRANBERRY ROAD FOR 0.22 MI (0.4 KM) TO THE STATION
 DN5108'ON THE RIGHT.
 DN5108'
 DN5108'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5108'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5108'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5108'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5108'
 DN5108'THE STATION IS 9.3 M (30.5 FT) NORTH OF THE CENTERLINE OF CRANBERRY
 DN5108'ROAD, 0.11 MI (0.2 KM) EAST OF PRIVATE ENTRANCE -W1042-, 35.3 M (115.8
 DN5108'FT) EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 20.6 M (67.6 FT)
 DN5108'NORTH-NORTHWEST OF POWER POLE -3533.30-, 0.6 M (2.0 FT) SOUTH OF A
 DN5108'METAL FENCE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5108'SURROUNDING THE STATION.
 DN5108'
 DN5108'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5108'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5107 ***********************************************************************
 DN5107  DESIGNATION -  7S03
 DN5107  PID         -  DN5107
 DN5107  STATE/COUNTY-  WI/RUSK
 DN5107  COUNTRY     -  US
 DN5107  USGS QUAD   -  HAWKINS (2018)
 DN5107
 DN5107                         *CURRENT SURVEY CONTROL
 DN5107  ______________________________________________________________________
 DN5107* NAD 83(1986) POSITION- 45 33 59.0    (N) 090 43 13.4    (W)   HD_HELD2
 DN5107* NAVD 88 ORTHO HEIGHT -   429.574 (meters)     1409.36  (feet) ADJUSTED
 DN5107  ______________________________________________________________________
 DN5107  GEOID HEIGHT    -        -30.517 (meters)                     GEOID18
 DN5107  DYNAMIC HEIGHT  -        429.547 (meters)     1409.27  (feet) COMP
 DN5107  MODELED GRAVITY -    980,538.4   (mgal)                       NAVD 88
 DN5107
 DN5107  VERT ORDER      -  SECOND    CLASS I
 DN5107
 DN5107.The horizontal coordinates were established by autonomous hand held GPS
 DN5107.observations and have an estimated accuracy of +/- 10 meters.
 DN5107
 DN5107.The orthometric height was determined by differential leveling and
 DN5107.adjusted by the WI DEPT OF TRANSP
 DN5107.in May 2012.
 DN5107
 DN5107.No vertical observational check was made to the station.
 DN5107
 DN5107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5107.GEOID18 height accuracy estimate available here.
 DN5107
 DN5107.Click photographs - Photos may exist for this station.
 DN5107
 DN5107.The dynamic height is computed by dividing the NAVD 88
 DN5107.geopotential number by the normal gravity value computed on the
 DN5107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5107.degrees latitude (g = 980.6199 gals.).
 DN5107
 DN5107.The modeled gravity was interpolated from observed gravity values.
 DN5107
 DN5107;                    North         East    Units  Estimated Accuracy
 DN5107;SPC WI C     -   192,834.      543,762.      MT  (+/- 10 meters HH2 GPS)
 DN5107
 DN5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7788848399(NAD 83)
 DN5107
 DN5107                          SUPERSEDED SURVEY CONTROL
 DN5107
 DN5107.No superseded survey control is available for this station.
 DN5107
 DN5107_MARKER: DD = SURVEY DISK
 DN5107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5107_STAMPING: 7S03 2006
 DN5107_MARK LOGO: WIDT
 DN5107_PROJECTION: FLUSH
 DN5107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5107+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2010
 DN5107
 DN5107  HISTORY     - Date     Condition        Report By
 DN5107  HISTORY     - 2005     MONUMENTED       WIDT
 DN5107  HISTORY     - 20100324 GOOD             WIDT
 DN5107
 DN5107                          STATION DESCRIPTION
 DN5107
 DN5107'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5107'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (ELLINGSON
 DN5107'AVENUE) WITH COUNTY HIGHWAY M IN THE VILLAGE OF HAWKINS, GO NORTH ON
 DN5107'COUNTY HIGHWAY M FOR 3.5 MI (5.6 KM) TO POPLAR ROAD RIGHT AND THE
 DN5107'STATION IN THE NORTHEAST QUADRANT ON THE RIGHT.
 DN5107'
 DN5107'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5107'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5107'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5107'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE HIGHWAY
 DN5107'PAVEMENT.
 DN5107'
 DN5107'THE STATION IS 4.8 M (15.7 FT) NORTH OF THE CENTERLINE OF POPLAR ROAD,
 DN5107'12.9 M (42.3 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY M, 2.8 M
 DN5107'(9.2 FT) EAST OF A PINE TREE WITH A YELLOW -COUNTY SURVEY MARKER- SIGN
 DN5107'ATTACHED AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5107'SURROUNDING THE STATION.
 DN5107'
 DN5107'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5107'QUADRANTS EXTENDING TO 90 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5105 ***********************************************************************
 DN5105  DESIGNATION -  7S04
 DN5105  PID         -  DN5105
 DN5105  STATE/COUNTY-  WI/RUSK
 DN5105  COUNTRY     -  US
 DN5105  USGS QUAD   -  HAWKINS (2018)
 DN5105
 DN5105                         *CURRENT SURVEY CONTROL
 DN5105  ______________________________________________________________________
 DN5105* NAD 83(1986) POSITION- 45 36 37.7    (N) 090 41 59.4    (W)   HD_HELD2
 DN5105* NAVD 88 ORTHO HEIGHT -   424.003 (meters)     1391.08  (feet) ADJUSTED
 DN5105  ______________________________________________________________________
 DN5105  GEOID HEIGHT    -        -30.594 (meters)                     GEOID18
 DN5105  DYNAMIC HEIGHT  -        423.975 (meters)     1390.99  (feet) COMP
 DN5105  MODELED GRAVITY -    980,537.9   (mgal)                       NAVD 88
 DN5105
 DN5105  VERT ORDER      -  SECOND    CLASS I
 DN5105
 DN5105.The horizontal coordinates were established by autonomous hand held GPS
 DN5105.observations and have an estimated accuracy of +/- 10 meters.
 DN5105
 DN5105.The orthometric height was determined by differential leveling and
 DN5105.adjusted by the WI DEPT OF TRANSP
 DN5105.in May 2012.
 DN5105
 DN5105.No vertical observational check was made to the station.
 DN5105
 DN5105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5105.GEOID18 height accuracy estimate available here.
 DN5105
 DN5105.Click photographs - Photos may exist for this station.
 DN5105
 DN5105.The dynamic height is computed by dividing the NAVD 88
 DN5105.geopotential number by the normal gravity value computed on the
 DN5105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5105.degrees latitude (g = 980.6199 gals.).
 DN5105
 DN5105.The modeled gravity was interpolated from observed gravity values.
 DN5105
 DN5105;                    North         East    Units  Estimated Accuracy
 DN5105;SPC WI C     -   197,719.      545,409.      MT  (+/- 10 meters HH2 GPS)
 DN5105
 DN5105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7935153343(NAD 83)
 DN5105
 DN5105                          SUPERSEDED SURVEY CONTROL
 DN5105
 DN5105.No superseded survey control is available for this station.
 DN5105
 DN5105_MARKER: DD = SURVEY DISK
 DN5105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5105_STAMPING: 7S04 2006
 DN5105_MARK LOGO: WIDT
 DN5105_PROJECTION: FLUSH
 DN5105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5105+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2010
 DN5105
 DN5105  HISTORY     - Date     Condition        Report By
 DN5105  HISTORY     - 2005     MONUMENTED       WIDT
 DN5105  HISTORY     - 20100324 GOOD             WIDT
 DN5105
 DN5105                          STATION DESCRIPTION
 DN5105
 DN5105'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5105'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (ELLINGSON
 DN5105'AVENUE) WITH COUNTY HIGHWAY M IN THE VILLAGE OF HAWKINS, GO NORTH ON
 DN5105'COUNTY HIGHWAY M FOR 5.5 MI (8.8 KM) TO BLUEBERRY ROAD RIGHT.  TURN
 DN5105'RIGHT AND GO EAST ON BLUEBERRY ROAD FOR 1.0 MI (1.6 KM) TO PIONEER
 DN5105'ROAD.  TURN LEFT AND GO NORTH ON PIONEER ROAD FOR 1.0 MI (1.6 KM) TO
 DN5105'MAPLE ROAD LEFT.  CONTINUE NORTH ON PIONEER ROAD FOR 62 M (203.4 FT)
 DN5105'TO THE STATION ON THE LEFT.
 DN5105'
 DN5105'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5105'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5105'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5105'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5105'
 DN5105'THE STATION IS 6.6 M (21.7 FT) WEST OF THE CENTERLINE OF PIONEER ROAD,
 DN5105'61.8 M (202.8 FT) NORTH OF THE CENTERLINE OF MAPLE ROAD, 47.0 M (154.2
 DN5105'FT) SOUTHWEST OF POWER POLE -36312.10-, 1.3 M (4.3 FT) EAST OF A
 DN5105'CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5105'SURROUNDING THE STATION.
 DN5105'
 DN5105'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5105'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5103 ***********************************************************************
 DN5103  DESIGNATION -  7S05
 DN5103  PID         -  DN5103
 DN5103  STATE/COUNTY-  WI/RUSK
 DN5103  COUNTRY     -  US
 DN5103  USGS QUAD   -  KENNAN NW (2018)
 DN5103
 DN5103                         *CURRENT SURVEY CONTROL
 DN5103  ______________________________________________________________________
 DN5103* NAD 83(1986) POSITION- 45 37 56.1    (N) 090 43 26.7    (W)   HD_HELD2
 DN5103* NAVD 88 ORTHO HEIGHT -   411.997 (meters)     1351.69  (feet) ADJUSTED
 DN5103  ______________________________________________________________________
 DN5103  GEOID HEIGHT    -        -30.576 (meters)                     GEOID18
 DN5103  DYNAMIC HEIGHT  -        411.971 (meters)     1351.61  (feet) COMP
 DN5103  MODELED GRAVITY -    980,540.9   (mgal)                       NAVD 88
 DN5103
 DN5103  VERT ORDER      -  SECOND    CLASS I
 DN5103
 DN5103.The horizontal coordinates were established by autonomous hand held GPS
 DN5103.observations and have an estimated accuracy of +/- 10 meters.
 DN5103
 DN5103.The orthometric height was determined by differential leveling and
 DN5103.adjusted by the WI DEPT OF TRANSP
 DN5103.in May 2012.
 DN5103
 DN5103.No vertical observational check was made to the station.
 DN5103
 DN5103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5103.GEOID18 height accuracy estimate available here.
 DN5103
 DN5103.Click photographs - Photos may exist for this station.
 DN5103
 DN5103.The dynamic height is computed by dividing the NAVD 88
 DN5103.geopotential number by the normal gravity value computed on the
 DN5103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5103.degrees latitude (g = 980.6199 gals.).
 DN5103
 DN5103.The modeled gravity was interpolated from observed gravity values.
 DN5103
 DN5103;                    North         East    Units  Estimated Accuracy
 DN5103;SPC WI C     -   200,156.      543,539.      MT  (+/- 10 meters HH2 GPS)
 DN5103
 DN5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7739255708(NAD 83)
 DN5103
 DN5103                          SUPERSEDED SURVEY CONTROL
 DN5103
 DN5103.No superseded survey control is available for this station.
 DN5103
 DN5103_MARKER: DD = SURVEY DISK
 DN5103_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5103_SP_SET: BRIDGE WING WALL
 DN5103_STAMPING: 7S05 2006
 DN5103_MARK LOGO: WIDT
 DN5103_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5103+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2010
 DN5103
 DN5103  HISTORY     - Date     Condition        Report By
 DN5103  HISTORY     - 2005     MONUMENTED       WIDT
 DN5103  HISTORY     - 20100325 GOOD             WIDT
 DN5103
 DN5103                          STATION DESCRIPTION
 DN5103
 DN5103'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5103'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (ELLINGSON
 DN5103'AVENUE) WITH COUNTY HIGHWAY M IN THE VILLAGE OF HAWKINS, GO NORTH ON
 DN5103'COUNTY HIGHWAY M FOR 7.0 MI (11.3 KM) TO PIONEER ROAD RIGHT.  CONTINUE
 DN5103'NORTH AND NORTHWEST ON COUNTY HIGHWAY M FOR 1.1 MI (1.8 KM) TO BRIDGE
 DN5103'-B-54-89-00- OVER THE NORTH FORK OF SKINNER CREEK AND THE STATION ON
 DN5103'THE LEFT.
 DN5103'
 DN5103'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5103'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5103'THE NORTHEAST END OF THE NORTHWEST BRIDGE WING WALL APPROXIMATELY
 DN5103'LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5103'
 DN5103'THE STATION IS 5.2 M (17.1 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DN5103'HIGHWAY M, 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE WING
 DN5103'WALL, 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHWEST METAL RAIL POST AND
 DN5103'2.6 M (8.5 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DN5103'
 DN5103'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHWEST
 DN5103'AND SOUTH EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5102 ***********************************************************************
 DN5102  DESIGNATION -  7S06
 DN5102  PID         -  DN5102
 DN5102  STATE/COUNTY-  WI/SAWYER
 DN5102  COUNTRY     -  US
 DN5102  USGS QUAD   -  KENNAN NW (2018)
 DN5102
 DN5102                         *CURRENT SURVEY CONTROL
 DN5102  ______________________________________________________________________
 DN5102* NAD 83(1986) POSITION- 45 39 29.2    (N) 090 44 11.2    (W)   HD_HELD2
 DN5102* NAVD 88 ORTHO HEIGHT -   411.846 (meters)     1351.20  (feet) ADJUSTED
 DN5102  ______________________________________________________________________
 DN5102  GEOID HEIGHT    -        -30.551 (meters)                     GEOID18
 DN5102  DYNAMIC HEIGHT  -        411.822 (meters)     1351.12  (feet) COMP
 DN5102  MODELED GRAVITY -    980,544.0   (mgal)                       NAVD 88
 DN5102
 DN5102  VERT ORDER      -  SECOND    CLASS I
 DN5102
 DN5102.The horizontal coordinates were established by autonomous hand held GPS
 DN5102.observations and have an estimated accuracy of +/- 10 meters.
 DN5102
 DN5102.The orthometric height was determined by differential leveling and
 DN5102.adjusted by the WI DEPT OF TRANSP
 DN5102.in May 2012.
 DN5102
 DN5102.No vertical observational check was made to the station.
 DN5102
 DN5102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5102.GEOID18 height accuracy estimate available here.
 DN5102
 DN5102.Click photographs - Photos may exist for this station.
 DN5102
 DN5102.The dynamic height is computed by dividing the NAVD 88
 DN5102.geopotential number by the normal gravity value computed on the
 DN5102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5102.degrees latitude (g = 980.6199 gals.).
 DN5102
 DN5102.The modeled gravity was interpolated from observed gravity values.
 DN5102
 DN5102;                    North         East    Units  Estimated Accuracy
 DN5102;SPC WI N     -    54,887.      542,604.      MT  (+/- 10 meters HH2 GPS)
 DN5102
 DN5102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7634758554(NAD 83)
 DN5102
 DN5102                          SUPERSEDED SURVEY CONTROL
 DN5102
 DN5102.No superseded survey control is available for this station.
 DN5102
 DN5102_MARKER: DD = SURVEY DISK
 DN5102_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5102_SP_SET: BRIDGE WING WALL
 DN5102_STAMPING: 7S06 2006
 DN5102_MARK LOGO: WIDT
 DN5102_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5102+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2010
 DN5102
 DN5102  HISTORY     - Date     Condition        Report By
 DN5102  HISTORY     - 2006     MONUMENTED       WIDT
 DN5102  HISTORY     - 20100325 GOOD             WIDT
 DN5102
 DN5102                          STATION DESCRIPTION
 DN5102
 DN5102'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5102'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST WITH
 DN5102'COUNTY HIGHWAY M SOUTH APPROXIMATELY 15 MI (24.1 KM) SOUTHEAST OF THE
 DN5102'VILLAGE OF WINTER, GO SOUTH ON COUNTY HIGHWAY M FOR 7.5 MI (12.1 KM)
 DN5102'TO BEAR CREEK ROAD RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY M FOR 0.26
 DN5102'MI (0.4 KM) TO BRIDGE -B-57-66-03- OVER THE SOUTH FORK OF THE FLAMBEAU
 DN5102'RIVER AND THE STATION ON THE LEFT.
 DN5102'
 DN5102'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5102'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5102'THE NORTHEAST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE HIGHWAY
 DN5102'PAVEMENT.
 DN5102'
 DN5102'THE STATION IS 5.1 M (16.7 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5102'HIGHWAY M, 1.35 MI (2.2 KM) NORTH OF THE SAWYER-RUSK COUNTY LINE AND
 DN5102'SKINNER CREEK ROAD, 110 M (360.9 FT) SOUTH OF THE EXTENDED CENTERLINE
 DN5102'OF THE ENTRANCE TO THE FLAMBEAU CORRECTIONAL CENTER AND 1.0 M (3.3 FT)
 DN5102'SOUTH OF A WHITE PLASTIC WITNESS POST.
 DN5102'
 DN5102'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DN5102'AND NORTHWEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5100 ***********************************************************************
 DN5100  DESIGNATION -  7S07
 DN5100  PID         -  DN5100
 DN5100  STATE/COUNTY-  WI/SAWYER
 DN5100  COUNTRY     -  US
 DN5100  USGS QUAD   -  KENNAN NW (2018)
 DN5100
 DN5100                         *CURRENT SURVEY CONTROL
 DN5100  ______________________________________________________________________
 DN5100* NAD 83(1986) POSITION- 45 40 22.98   (N) 090 44 05.61   (W)   HD_HELD1
 DN5100* NAVD 88 ORTHO HEIGHT -   427.676 (meters)     1403.13  (feet) ADJUSTED
 DN5100  ______________________________________________________________________
 DN5100  GEOID HEIGHT    -        -30.545 (meters)                     GEOID18
 DN5100  DYNAMIC HEIGHT  -        427.651 (meters)     1403.05  (feet) COMP
 DN5100  MODELED GRAVITY -    980,545.0   (mgal)                       NAVD 88
 DN5100
 DN5100  VERT ORDER      -  SECOND    CLASS I
 DN5100
 DN5100.The horizontal coordinates were determined by differentially corrected
 DN5100.hand held GPS observations or other comparable positioning techniques
 DN5100.and have an estimated accuracy of +/- 3 meters.
 DN5100
 DN5100.The orthometric height was determined by differential leveling and
 DN5100.adjusted by the WI DEPT OF TRANSP
 DN5100.in May 2012.
 DN5100
 DN5100.No vertical observational check was made to the station.
 DN5100
 DN5100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5100.GEOID18 height accuracy estimate available here.
 DN5100
 DN5100.Click photographs - Photos may exist for this station.
 DN5100
 DN5100.The dynamic height is computed by dividing the NAVD 88
 DN5100.geopotential number by the normal gravity value computed on the
 DN5100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5100.degrees latitude (g = 980.6199 gals.).
 DN5100
 DN5100.The modeled gravity was interpolated from observed gravity values.
 DN5100
 DN5100;                    North         East    Units  Estimated Accuracy
 DN5100;SPC WI N     -    56,546.2     542,740.3     MT  (+/- 3 meters HH1 GPS) 
 DN5100
 DN5100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7642160217(NAD 83)
 DN5100
 DN5100                          SUPERSEDED SURVEY CONTROL
 DN5100
 DN5100.No superseded survey control is available for this station.
 DN5100
 DN5100_MARKER: DD = SURVEY DISK
 DN5100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5100_STAMPING: 7S07 2006
 DN5100_MARK LOGO: WIDT
 DN5100_PROJECTION: FLUSH
 DN5100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5100+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2010
 DN5100
 DN5100  HISTORY     - Date     Condition        Report By
 DN5100  HISTORY     - 2005     MONUMENTED       WIDT
 DN5100  HISTORY     - 20100326 GOOD             WIDT
 DN5100
 DN5100                          STATION DESCRIPTION
 DN5100
 DN5100'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5100'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST WITH
 DN5100'COUNTY HIGHWAY M SOUTH APPROXIMATELY 15 MI (24.1 KM) SOUTHEAST OF THE
 DN5100'VILLAGE OF WINTER, GO SOUTH ON COUNTY HIGHWAY M FOR 4.9 MI (7.9 KM) TO
 DN5100'THE SOUTHERN END OF PRICE CREEK ROAD LEFT.  CONTINUE SOUTH ON COUNTY
 DN5100'HIGHWAY M FOR 1.85 MI (3.0 KM) TO A WOODS ROAD LEFT, A CLEARING LEFT
 DN5100'AND THE STATION ON THE LEFT.
 DN5100'
 DN5100'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5100'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5100'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5100'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5100'
 DN5100'THE STATION IS 51.1 M (167.7 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5100'HIGHWAY M, 0.75 MI (1.2 KM) NORTH OF BEAR CREEK ROAD, 10.9 M (35.8 FT)
 DN5100'NORTH OF THE CENTERLINE OF THE WOODS ROAD AND IS 1 M (3.3 FT) FROM
 DN5100'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5100'
 DN5100'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL QUADRANTS
 DN5100'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5099 ***********************************************************************
 DN5099  DESIGNATION -  7S08
 DN5099  PID         -  DN5099
 DN5099  STATE/COUNTY-  WI/SAWYER
 DN5099  COUNTRY     -  US
 DN5099  USGS QUAD   -  KENNAN NW (2018)
 DN5099
 DN5099                         *CURRENT SURVEY CONTROL
 DN5099  ______________________________________________________________________
 DN5099* NAD 83(1986) POSITION- 45 44 12.69   (N) 090 44 30.33   (W)   HD_HELD1
 DN5099* NAVD 88 ORTHO HEIGHT -   436.966 (meters)     1433.61  (feet) ADJUSTED
 DN5099  ______________________________________________________________________
 DN5099  GEOID HEIGHT    -        -30.482 (meters)                     GEOID18
 DN5099  DYNAMIC HEIGHT  -        436.944 (meters)     1433.54  (feet) COMP
 DN5099  MODELED GRAVITY -    980,552.4   (mgal)                       NAVD 88
 DN5099
 DN5099  VERT ORDER      -  SECOND    CLASS I
 DN5099
 DN5099.The horizontal coordinates were determined by differentially corrected
 DN5099.hand held GPS observations or other comparable positioning techniques
 DN5099.and have an estimated accuracy of +/- 3 meters.
 DN5099
 DN5099.The orthometric height was determined by differential leveling and
 DN5099.adjusted by the WI DEPT OF TRANSP
 DN5099.in May 2012.
 DN5099
 DN5099.No vertical observational check was made to the station.
 DN5099
 DN5099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5099.GEOID18 height accuracy estimate available here.
 DN5099
 DN5099.Click photographs - Photos may exist for this station.
 DN5099
 DN5099.The dynamic height is computed by dividing the NAVD 88
 DN5099.geopotential number by the normal gravity value computed on the
 DN5099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5099.degrees latitude (g = 980.6199 gals.).
 DN5099
 DN5099.The modeled gravity was interpolated from observed gravity values.
 DN5099
 DN5099;                    North         East    Units  Estimated Accuracy
 DN5099;SPC WI N     -    63,642.7     542,271.6     MT  (+/- 3 meters HH1 GPS) 
 DN5099
 DN5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7568667291(NAD 83)
 DN5099
 DN5099                          SUPERSEDED SURVEY CONTROL
 DN5099
 DN5099.No superseded survey control is available for this station.
 DN5099
 DN5099_MARKER: DD = SURVEY DISK
 DN5099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5099_STAMPING: 7S08 2006
 DN5099_MARK LOGO: WIDT
 DN5099_PROJECTION: FLUSH
 DN5099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5099+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2010
 DN5099
 DN5099  HISTORY     - Date     Condition        Report By
 DN5099  HISTORY     - 2005     MONUMENTED       WIDT
 DN5099  HISTORY     - 20100330 GOOD             WIDT
 DN5099
 DN5099                          STATION DESCRIPTION
 DN5099
 DN5099'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5099'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST WITH
 DN5099'COUNTY HIGHWAY M SOUTH APPROXIMATELY 15 MI (24.1 KM) SOUTHEAST OF THE
 DN5099'VILLAGE OF WINTER, GO SOUTH ON COUNTY HIGHWAY M FOR 1.5 MI (2.4 KM) TO
 DN5099'BEBAK ROAD RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY M FOR 0.3 MI (0.5
 DN5099'KM) TO THE ENTRANCE TO THE CONNORS LAKE DNR CAMPGROUND.  CONTINUE
 DN5099'SOUTH ON COUNTY HIGHWAY M FOR 0.19 MI (0.3 KM) TO A CLEARING RIGHT, A
 DN5099'WOODS ENTRANCE RIGHT AND THE STATION ON THE RIGHT.
 DN5099'
 DN5099'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5099'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5099'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5099'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5099'
 DN5099'THE STATION IS 49.3 M (161.7 FT) WEST OF THE CENTERLINE OF COUNTY
 DN5099'HIGHWAY M, 7 M (23.0 FT) NORTH OF THE CENTERLINE OF THE WOODS ENTRANCE
 DN5099'EXTENDED INTO THE CLEARING AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5099'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5099'
 DN5099'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH, WEST
 DN5099'AND NORTH QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5089 ***********************************************************************
 DN5089  DESIGNATION -  7S09
 DN5089  PID         -  DN5089
 DN5089  STATE/COUNTY-  WI/SAWYER
 DN5089  COUNTRY     -  US
 DN5089  USGS QUAD   -  OXBO (2018)
 DN5089
 DN5089                         *CURRENT SURVEY CONTROL
 DN5089  ______________________________________________________________________
 DN5089* NAD 83(1986) POSITION- 45 45 30.42   (N) 090 42 51.82   (W)   HD_HELD1
 DN5089* NAVD 88 ORTHO HEIGHT -   451.515 (meters)     1481.35  (feet) ADJUSTED
 DN5089  ______________________________________________________________________
 DN5089  GEOID HEIGHT    -        -30.500 (meters)                     GEOID18
 DN5089  DYNAMIC HEIGHT  -        451.493 (meters)     1481.27  (feet) COMP
 DN5089  MODELED GRAVITY -    980,553.9   (mgal)                       NAVD 88
 DN5089
 DN5089  VERT ORDER      -  SECOND    CLASS I
 DN5089
 DN5089.The horizontal coordinates were determined by differentially corrected
 DN5089.hand held GPS observations or other comparable positioning techniques
 DN5089.and have an estimated accuracy of +/- 3 meters.
 DN5089
 DN5089.The orthometric height was determined by differential leveling and
 DN5089.adjusted by the WI DEPT OF TRANSP
 DN5089.in May 2012.
 DN5089
 DN5089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5089.GEOID18 height accuracy estimate available here.
 DN5089
 DN5089.Click photographs - Photos may exist for this station.
 DN5089
 DN5089.The dynamic height is computed by dividing the NAVD 88
 DN5089.geopotential number by the normal gravity value computed on the
 DN5089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5089.degrees latitude (g = 980.6199 gals.).
 DN5089
 DN5089.The modeled gravity was interpolated from observed gravity values.
 DN5089
 DN5089;                    North         East    Units  Estimated Accuracy
 DN5089;SPC WI N     -    66,022.9     544,422.7     MT  (+/- 3 meters HH1 GPS) 
 DN5089
 DN5089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7774769750(NAD 83)
 DN5089
 DN5089                          SUPERSEDED SURVEY CONTROL
 DN5089
 DN5089.No superseded survey control is available for this station.
 DN5089
 DN5089_MARKER: DD = SURVEY DISK
 DN5089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5089_STAMPING: 7S09 2006
 DN5089_MARK LOGO: WIDT
 DN5089_PROJECTION: RECESSED 8 CENTIMETERS
 DN5089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5089+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DN5089
 DN5089  HISTORY     - Date     Condition        Report By
 DN5089  HISTORY     - 2005     MONUMENTED       WIDT
 DN5089  HISTORY     - 20100518 GOOD             WIDT
 DN5089
 DN5089                          STATION DESCRIPTION
 DN5089
 DN5089'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5089'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST WITH
 DN5089'COUNTY HIGHWAY M SOUTH APPROXIMATELY 15 MI (24.1 KM) SOUTHEAST OF THE
 DN5089'VILLAGE OF WINTER, GO SOUTHEAST ON COUNTY HIGHWAY WEST FOR 40 M (131.2
 DN5089'FT) TO TOWER HILL ROAD LEFT AND THE STATION ON THE LEFT.
 DN5089'
 DN5089'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5089'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5089'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 8 CM (3
 DN5089'INCHES) BELOW THE GROUND AND APPROXIMATELY 4 M (13.1 FT) HIGHER THAN
 DN5089'THE HIGHWAY PAVEMENT.
 DN5089'
 DN5089'THE STATION IS 23.1 M (75.8 FT) SOUTHEAST OF THE CENTERLINE OF TOWER
 DN5089'HILL ROAD, 30.2 M (99.1 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DN5089'HIGHWAY WEST, 37.5 M (123.0 FT) NORTHWEST OF THE NORTHWEST LEG OF A
 DN5089'FIRE LOOKOUT TOWER AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5089'T-POSTS SURROUNDING THE STATION.
 DN5089'
 DN5089'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES AND A FIRE LOOKOUT
 DN5089'TOWER TO THE SOUTHEAST EXTENDING TO 40 DEGREES AND TREES TO THE
 DN5089'NORTHWEST EXTENDING TO 20 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5327 ***********************************************************************
 DN5327  DESIGNATION -  7S10
 DN5327  PID         -  DN5327
 DN5327  STATE/COUNTY-  WI/SAWYER
 DN5327  COUNTRY     -  US
 DN5327  USGS QUAD   -  OXBO (2018)
 DN5327
 DN5327                         *CURRENT SURVEY CONTROL
 DN5327  ______________________________________________________________________
 DN5327* NAD 83(1986) POSITION- 45 45 44.10   (N) 090 43 31.50   (W)   HD_HELD1
 DN5327* NAVD 88 ORTHO HEIGHT -   426.015 (meters)     1397.68  (feet) ADJUSTED
 DN5327  ______________________________________________________________________
 DN5327  GEOID HEIGHT    -        -30.479 (meters)                     GEOID18
 DN5327  DYNAMIC HEIGHT  -        425.995 (meters)     1397.62  (feet) COMP
 DN5327  MODELED GRAVITY -    980,555.4   (mgal)                       NAVD 88
 DN5327
 DN5327  VERT ORDER      -  SECOND    CLASS I
 DN5327
 DN5327.The horizontal coordinates were determined by differentially corrected
 DN5327.hand held GPS observations or other comparable positioning techniques
 DN5327.and have an estimated accuracy of +/- 3 meters.
 DN5327
 DN5327.The orthometric height was determined by differential leveling and
 DN5327.adjusted by the WI DEPT OF TRANSP
 DN5327.in May 2012.
 DN5327
 DN5327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5327.GEOID18 height accuracy estimate available here.
 DN5327
 DN5327.Click photographs - Photos may exist for this station.
 DN5327
 DN5327.The dynamic height is computed by dividing the NAVD 88
 DN5327.geopotential number by the normal gravity value computed on the
 DN5327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5327.degrees latitude (g = 980.6199 gals.).
 DN5327
 DN5327.The modeled gravity was interpolated from observed gravity values.
 DN5327
 DN5327;                    North         East    Units  Estimated Accuracy
 DN5327;SPC WI N     -    66,453.0     543,569.1     MT  (+/- 3 meters HH1 GPS) 
 DN5327
 DN5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7687770148(NAD 83)
 DN5327
 DN5327                          SUPERSEDED SURVEY CONTROL
 DN5327
 DN5327.No superseded survey control is available for this station.
 DN5327
 DN5327_MARKER: DD = SURVEY DISK
 DN5327_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN5327_SP_SET: BRIDGE CURB
 DN5327_STAMPING: 7S10 2009
 DN5327_MARK LOGO: WIDT
 DN5327_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN5327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5327+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DN5327
 DN5327  HISTORY     - Date     Condition        Report By
 DN5327  HISTORY     - 2009     MONUMENTED       WIDT
 DN5327  HISTORY     - 20100518 GOOD             WIDT
 DN5327
 DN5327                          STATION DESCRIPTION
 DN5327
 DN5327'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5327'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST WITH
 DN5327'COUNTY HIGHWAY M SOUTH APPROXIMATELY 15 MI (24.1 KM) SOUTHEAST OF THE
 DN5327'VILLAGE OF WINTER, GO NORTHWEST ON COUNTY HIGHWAYS WEST AND M FOR 0.55
 DN5327'MI (0.9 KM) TO A SMALL BRIDGE OVER CONNER CREEK AND THE STATION ON THE
 DN5327'RIGHT.
 DN5327'
 DN5327'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5327'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5327'THE NORTHEAST-MOST CORNER OF THE CURB ABOVE THE BRIDGE DECK,
 DN5327'APPROXIMATELY 4 INCHES (10 CM) HIGHER THAN THE HIGHWAY PAVEMENT.
 DN5327'
 DN5327'THE STATION IS 4.0 M (13.1 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DN5327'HIGHWAYS WEST AND M AND 1.4 M (4.6 FT) SOUTH OF A WHITE PLASTIC
 DN5327'WITNESS POST.
 DN5327'
 DN5327'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH AND TO THE WEST
 DN5327'OF THE STATION EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5326 ***********************************************************************
 DN5326  DESIGNATION -  7S11
 DN5326  PID         -  DN5326
 DN5326  STATE/COUNTY-  WI/SAWYER
 DN5326  COUNTRY     -  US
 DN5326  USGS QUAD   -  KENNAN NW (2018)
 DN5326
 DN5326                         *CURRENT SURVEY CONTROL
 DN5326  ______________________________________________________________________
 DN5326* NAD 83(1986) POSITION- 45 42 37.17   (N) 090 44 36.60   (W)   HD_HELD1
 DN5326* NAVD 88 ORTHO HEIGHT -   441.500 (meters)     1448.49  (feet) ADJUSTED
 DN5326  ______________________________________________________________________
 DN5326  GEOID HEIGHT    -        -30.501 (meters)                     GEOID18
 DN5326  DYNAMIC HEIGHT  -        441.476 (meters)     1448.41  (feet) COMP
 DN5326  MODELED GRAVITY -    980,549.4   (mgal)                       NAVD 88
 DN5326
 DN5326  VERT ORDER      -  SECOND    CLASS I
 DN5326
 DN5326.The horizontal coordinates were determined by differentially corrected
 DN5326.hand held GPS observations or other comparable positioning techniques
 DN5326.and have an estimated accuracy of +/- 3 meters.
 DN5326
 DN5326.The orthometric height was determined by differential leveling and
 DN5326.adjusted by the WI DEPT OF TRANSP
 DN5326.in May 2012.
 DN5326
 DN5326.No vertical observational check was made to the station.
 DN5326
 DN5326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5326.GEOID18 height accuracy estimate available here.
 DN5326
 DN5326.Click photographs - Photos may exist for this station.
 DN5326
 DN5326.The dynamic height is computed by dividing the NAVD 88
 DN5326.geopotential number by the normal gravity value computed on the
 DN5326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5326.degrees latitude (g = 980.6199 gals.).
 DN5326
 DN5326.The modeled gravity was interpolated from observed gravity values.
 DN5326
 DN5326;                    North         East    Units  Estimated Accuracy
 DN5326;SPC WI N     -    60,695.1     542,108.4     MT  (+/- 3 meters HH1 GPS) 
 DN5326
 DN5326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7563464339(NAD 83)
 DN5326
 DN5326                          SUPERSEDED SURVEY CONTROL
 DN5326
 DN5326.No superseded survey control is available for this station.
 DN5326
 DN5326_MARKER: DD = SURVEY DISK
 DN5326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5326_STAMPING: 7S11 2209
 DN5326_MARK LOGO: WIDT
 DN5326_PROJECTION: FLUSH
 DN5326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5326+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2009
 DN5326
 DN5326  HISTORY     - Date     Condition        Report By
 DN5326  HISTORY     - 2009     MONUMENTED       WIDT
 DN5326  HISTORY     - 20090908 GOOD             WIDT
 DN5326
 DN5326                          STATION DESCRIPTION
 DN5326
 DN5326'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5326'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST AND
 DN5326'COUNTY HIGHWAY M (SOUTH) NEAR CONNOR LAKE AND LAKE OF THE PINES IN THE
 DN5326'TOWN OF WINTER, GO SOUTH 2.9 MI (4.7 KM) ON COUNTY HIGHWAY M TO THE
 DN5326'STATION ON THE LEFT.
 DN5326'
 DN5326'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5326'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT AND APPROXIMATELY
 DN5326'LEVEL WITH THE COUNTY HIGHWAY M PAVEMENT.
 DN5326'
 DN5326'THE STATION IS 0.9 MI (1.4 KM) NORTHEAST OF HINES GRADE/PRICE CREEK
 DN5326'ROAD, 50 FT (15.2 M) SOUTHEAST OF COUNTY HIGHWAY M AND IS 1 M (3.3 FT)
 DN5326'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5326'
 DN5326'NOTE-THIS STATION HAS NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE
 DN5326'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4954 ***********************************************************************
 DN4954  DESIGNATION -  7S30
 DN4954  PID         -  DN4954
 DN4954  STATE/COUNTY-  WI/SAWYER
 DN4954  COUNTRY     -  US
 DN4954  USGS QUAD   -  BLAISDELL LAKE (2018)
 DN4954
 DN4954                         *CURRENT SURVEY CONTROL
 DN4954  ______________________________________________________________________
 DN4954* NAD 83(1986) POSITION- 45 53 00.30   (N) 090 56 55.36   (W)   HD_HELD1
 DN4954* NAVD 88 ORTHO HEIGHT -   421.943 (meters)     1384.32  (feet) ADJUSTED
 DN4954  ______________________________________________________________________
 DN4954  GEOID HEIGHT    -        -29.992 (meters)                     GEOID18
 DN4954  DYNAMIC HEIGHT  -        421.939 (meters)     1384.31  (feet) COMP
 DN4954  MODELED GRAVITY -    980,591.6   (mgal)                       NAVD 88
 DN4954
 DN4954  VERT ORDER      -  SECOND    CLASS I
 DN4954
 DN4954.The horizontal coordinates were determined by differentially corrected
 DN4954.hand held GPS observations or other comparable positioning techniques
 DN4954.and have an estimated accuracy of +/- 3 meters.
 DN4954
 DN4954.The orthometric height was determined by differential leveling and
 DN4954.adjusted by the WI DEPT OF TRANSP
 DN4954.in May 2012.
 DN4954
 DN4954.No vertical observational check was made to the station.
 DN4954
 DN4954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4954.GEOID18 height accuracy estimate available here.
 DN4954
 DN4954.Click photographs - Photos may exist for this station.
 DN4954
 DN4954.The dynamic height is computed by dividing the NAVD 88
 DN4954.geopotential number by the normal gravity value computed on the
 DN4954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4954.degrees latitude (g = 980.6199 gals.).
 DN4954
 DN4954.The modeled gravity was interpolated from observed gravity values.
 DN4954
 DN4954;                    North         East    Units  Estimated Accuracy
 DN4954;SPC WI N     -    80,102.0     526,360.4     MT  (+/- 3 meters HH1 GPS) 
 DN4954
 DN4954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5916883140(NAD 83)
 DN4954
 DN4954                          SUPERSEDED SURVEY CONTROL
 DN4954
 DN4954.No superseded survey control is available for this station.
 DN4954
 DN4954_MARKER: DD = SURVEY DISK
 DN4954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4954_STAMPING: 7S30 2009
 DN4954_MARK LOGO: WIDT
 DN4954_PROJECTION: FLUSH
 DN4954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4954+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2010
 DN4954
 DN4954  HISTORY     - Date     Condition        Report By
 DN4954  HISTORY     - 2009     MONUMENTED       WIDT
 DN4954  HISTORY     - 20100418 GOOD             WIDT
 DN4954
 DN4954                          STATION DESCRIPTION
 DN4954
 DN4954'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN4954'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND COUNTY
 DN4954'HIGHWAY B NORTHEAST OF THE VILLAGE OF WINTER, GO 0.4 MI (0.6 KM) EAST
 DN4954'ON STATE HIGHWAY 70 TO THE STATION ON THE RIGHT.
 DN4954'
 DN4954'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4954'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT AND APPROXIMATELY
 DN4954'12 FT (3.7 M) HIGHER THAN THE STATE HIGHWAY 70 PAVEMENT.
 DN4954'
 DN4954'THE STATION IS 0.2 MI (0.3 KM) WEST OF BUMBLEBEE ROAD, 60 FT (18.3 M)
 DN4954'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 70, 10 FT (3.0 M) NORTHWEST
 DN4954'OF METAL, YELLOW R/W CHANNEL POST WITH PLAQUE AND IS 1 M (3.3 FT) FROM
 DN4954'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4954'
 DN4954'NOTE-THERE ARE NO OBSTRUCTIONS AT THIS STATION GREATER THAN 15 DEGREES
 DN4954'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4955 ***********************************************************************
 DN4955  DESIGNATION -  7S31
 DN4955  PID         -  DN4955
 DN4955  STATE/COUNTY-  WI/SAWYER
 DN4955  COUNTRY     -  US
 DN4955  USGS QUAD   -  BLAISDELL LAKE (2018)
 DN4955
 DN4955                         *CURRENT SURVEY CONTROL
 DN4955  ______________________________________________________________________
 DN4955* NAD 83(1986) POSITION- 45 53 02.68   (N) 090 53 57.63   (W)   HD_HELD1
 DN4955* NAVD 88 ORTHO HEIGHT -   415.832 (meters)     1364.28  (feet) ADJUSTED
 DN4955  ______________________________________________________________________
 DN4955  GEOID HEIGHT    -        -30.067 (meters)                     GEOID18
 DN4955  DYNAMIC HEIGHT  -        415.824 (meters)     1364.25  (feet) COMP
 DN4955  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 DN4955
 DN4955  VERT ORDER      -  SECOND    CLASS I
 DN4955
 DN4955.The horizontal coordinates were determined by differentially corrected
 DN4955.hand held GPS observations or other comparable positioning techniques
 DN4955.and have an estimated accuracy of +/- 3 meters.
 DN4955
 DN4955.The orthometric height was determined by differential leveling and
 DN4955.adjusted by the WI DEPT OF TRANSP
 DN4955.in May 2012.
 DN4955
 DN4955.No vertical observational check was made to the station.
 DN4955
 DN4955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4955.GEOID18 height accuracy estimate available here.
 DN4955
 DN4955.Click photographs - Photos may exist for this station.
 DN4955
 DN4955.The dynamic height is computed by dividing the NAVD 88
 DN4955.geopotential number by the normal gravity value computed on the
 DN4955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4955.degrees latitude (g = 980.6199 gals.).
 DN4955
 DN4955.The modeled gravity was interpolated from observed gravity values.
 DN4955
 DN4955;                    North         East    Units  Estimated Accuracy
 DN4955;SPC WI N     -    80,130.9     530,193.1     MT  (+/- 3 meters HH1 GPS) 
 DN4955
 DN4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6299783313(NAD 83)
 DN4955
 DN4955                          SUPERSEDED SURVEY CONTROL
 DN4955
 DN4955.No superseded survey control is available for this station.
 DN4955
 DN4955_MARKER: DD = SURVEY DISK
 DN4955_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN4955_SP_SET: BRIDGE ABUTMENT
 DN4955_STAMPING: 7S31 2009
 DN4955_MARK LOGO: WIDT
 DN4955_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4955+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2010
 DN4955
 DN4955  HISTORY     - Date     Condition        Report By
 DN4955  HISTORY     - 2009     MONUMENTED       WIDT
 DN4955  HISTORY     - 20100418 GOOD             WIDT
 DN4955
 DN4955                          STATION DESCRIPTION
 DN4955
 DN4955'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4955'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN4955'HIGHWAY GG NORTH AND EASTERHOUSE ROAD SOUTH IN THE COMMUNITY OF
 DN4955'LORETTA, GO WEST ON STATE HIGHWAY 70 FOR 2.2 MI (3.5 KM) TO A BRIDGE
 DN4955'OVER THE BRUNET RIVER AND THE STATION ON THE RIGHT.
 DN4955'
 DN4955'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4955'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN4955'THE NORTH END OF THE EAST BRIDGE ABUTMENT OF BRIDGE B-57-40-99,
 DN4955'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN4955'
 DN4955'THE STATION IS 6.0 M (19.7 FT) NORTH OF THE CENTERLINE OF STATE
 DN4955'HIGHWAY 70 AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5090 ***********************************************************************
 DN5090  DESIGNATION -  7S46
 DN5090  PID         -  DN5090
 DN5090  STATE/COUNTY-  WI/PRICE
 DN5090  COUNTRY     -  US
 DN5090  USGS QUAD   -  KENNAN NW (2018)
 DN5090
 DN5090                         *CURRENT SURVEY CONTROL
 DN5090  ______________________________________________________________________
 DN5090* NAD 83(1986) POSITION- 45 44 44.5    (N) 090 40 38.3    (W)   HD_HELD2
 DN5090* NAVD 88 ORTHO HEIGHT -   437.694 (meters)     1436.00  (feet) ADJUSTED
 DN5090  ______________________________________________________________________
 DN5090  GEOID HEIGHT    -        -30.571 (meters)                     GEOID18
 DN5090  DYNAMIC HEIGHT  -        437.670 (meters)     1435.92  (feet) COMP
 DN5090  MODELED GRAVITY -    980,548.0   (mgal)                       NAVD 88
 DN5090
 DN5090  VERT ORDER      -  SECOND    CLASS I
 DN5090
 DN5090.The horizontal coordinates were established by autonomous hand held GPS
 DN5090.observations and have an estimated accuracy of +/- 10 meters.
 DN5090
 DN5090.The orthometric height was determined by differential leveling and
 DN5090.adjusted by the WI DEPT OF TRANSP
 DN5090.in May 2012.
 DN5090
 DN5090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5090.GEOID18 height accuracy estimate available here.
 DN5090
 DN5090.Click photographs - Photos may exist for this station.
 DN5090
 DN5090.The dynamic height is computed by dividing the NAVD 88
 DN5090.geopotential number by the normal gravity value computed on the
 DN5090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5090.degrees latitude (g = 980.6199 gals.).
 DN5090
 DN5090.The modeled gravity was interpolated from observed gravity values.
 DN5090
 DN5090;                    North         East    Units  Estimated Accuracy
 DN5090;SPC WI N     -    64,580.      547,296.      MT  (+/- 10 meters HH2 GPS)
 DN5090
 DN5090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8067268416(NAD 83)
 DN5090
 DN5090                          SUPERSEDED SURVEY CONTROL
 DN5090
 DN5090.No superseded survey control is available for this station.
 DN5090
 DN5090_MARKER: DD = SURVEY DISK
 DN5090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5090_STAMPING: 7S46 2006
 DN5090_MARK LOGO: WIDT
 DN5090_PROJECTION: FLUSH
 DN5090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5090+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DN5090
 DN5090  HISTORY     - Date     Condition        Report By
 DN5090  HISTORY     - 2005     MONUMENTED       WIDT
 DN5090  HISTORY     - 20100518 GOOD             WIDT
 DN5090
 DN5090                          STATION DESCRIPTION
 DN5090
 DN5090'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5090'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST WITH
 DN5090'COUNTY HIGHWAY SOUTH NORTH AND SKINNER CREEK ROAD SOUTH APPROXIMATELY
 DN5090'9 MI (14.5 KM) WEST OF THE CITY OF PHILLIPS, GO WEST AND NORTH ON
 DN5090'COUNTY HIGHWAY WEST FOR 5.5 MI (8.8 KM) TO THE PRICE-SAWYER COUNTY
 DN5090'LINE AND PRICE LAKES ROAD RIGHT.  TURN RIGHT AND GO NORTH ON PRICE
 DN5090'LAKES ROAD FOR 0.70 MI (1.1 KM) TO THE STATION ON THE LEFT.
 DN5090'
 DN5090'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5090'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5090'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5090'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) HIGHER THAN THE ROAD PAVEMENT.
 DN5090'THE STATION IS 7.2 M (23.6 FT) WEST OF THE CENTERLINE OF PRICE LAKES
 DN5090'ROAD, 0.90 MI (1.4 KM) SOUTHWEST OF LOWER PRICE LAKE ROAD, 108 M
 DN5090'(354.3 FT) SOUTH-SOUTHWEST OF PRIVATE ENTRANCE -N10301-, 61.5 M (201.8
 DN5090'FT) SOUTH-SOUTHWEST OF A METAL CULVERT PIPE AND IS 1 M (3.3 FT) FROM
 DN5090'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5090'
 DN5090'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN5090'QUADRANTS EXTENDING TO 85 DEGREES AND TREES IN THE EAST QUADRANTS
 DN5090'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5092 ***********************************************************************
 DN5092  DESIGNATION -  7S47
 DN5092  PID         -  DN5092
 DN5092  STATE/COUNTY-  WI/PRICE
 DN5092  COUNTRY     -  US
 DN5092  USGS QUAD   -  OXBO (2018)
 DN5092
 DN5092                         *CURRENT SURVEY CONTROL
 DN5092  ______________________________________________________________________
 DN5092* NAD 83(1986) POSITION- 45 46 48.2    (N) 090 38 25.5    (W)   HD_HELD2
 DN5092* NAVD 88 ORTHO HEIGHT -   445.447 (meters)     1461.44  (feet) ADJUSTED
 DN5092  ______________________________________________________________________
 DN5092  GEOID HEIGHT    -        -30.583 (meters)                     GEOID18
 DN5092  DYNAMIC HEIGHT  -        445.426 (meters)     1461.37  (feet) COMP
 DN5092  MODELED GRAVITY -    980,553.3   (mgal)                       NAVD 88
 DN5092
 DN5092  VERT ORDER      -  SECOND    CLASS I
 DN5092
 DN5092.The horizontal coordinates were established by autonomous hand held GPS
 DN5092.observations and have an estimated accuracy of +/- 10 meters.
 DN5092
 DN5092.The orthometric height was determined by differential leveling and
 DN5092.adjusted by the WI DEPT OF TRANSP
 DN5092.in May 2012.
 DN5092
 DN5092.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5092.GEOID18 height accuracy estimate available here.
 DN5092
 DN5092.Click photographs - Photos may exist for this station.
 DN5092
 DN5092.The dynamic height is computed by dividing the NAVD 88
 DN5092.geopotential number by the normal gravity value computed on the
 DN5092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5092.degrees latitude (g = 980.6199 gals.).
 DN5092
 DN5092.The modeled gravity was interpolated from observed gravity values.
 DN5092
 DN5092;                    North         East    Units  Estimated Accuracy
 DN5092;SPC WI N     -    68,375.      550,197.      MT  (+/- 10 meters HH2 GPS)
 DN5092
 DN5092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8342972318(NAD 83)
 DN5092
 DN5092                          SUPERSEDED SURVEY CONTROL
 DN5092
 DN5092.No superseded survey control is available for this station.
 DN5092
 DN5092_MARKER: DD = SURVEY DISK
 DN5092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5092_STAMPING: 7S47 2006
 DN5092_MARK LOGO: WIDT
 DN5092_PROJECTION: FLUSH
 DN5092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5092+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DN5092
 DN5092  HISTORY     - Date     Condition        Report By
 DN5092  HISTORY     - 2005     MONUMENTED       WIDT
 DN5092  HISTORY     - 20100517 GOOD             WIDT
 DN5092
 DN5092                          STATION DESCRIPTION
 DN5092
 DN5092'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5092'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5092'HIGHWAY F APPROXIMATELY 5.5 MI (8.8 KM) WEST OF THE COMMUNITY OF
 DN5092'FIFIELD, GO SOUTHWEST ON STATE HIGHWAY 70 FOR 4.9 MI (7.9 KM) TO PRICE
 DN5092'LAKES ROAD LEFT.  TURN LEFT AND GO SOUTH ON PRICE LAKES ROAD FOR 1.8
 DN5092'MI (2.9 KM) TO ZERNGABLE ROAD RIGHT.  CONTINUE SOUTH ON PRICE LAKES
 DN5092'ROAD FOR 2.99 MI (4.8 KM) TO THE STATION ON THE LEFT.
 DN5092'
 DN5092'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5092'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5092'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5092'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5092'
 DN5092'THE STATION IS 34.6 M (113.5 FT) SOUTHEAST OF THE CENTERLINE OF PRICE
 DN5092'LAKES ROAD, 1.25 MI (2.0 KM) NORTH OF BERG ROAD, 0.58 MI (0.9 KM)
 DN5092'NORTH OF PRIVATE ENTRANCE NUMBER N11301-, 0.27 MI (0.4 KM) NORTH OF A
 DN5092'GATED ENTRANCE TO KIMBERLY CLARK WILDLIFE AREA EAST AND A WOODS ROAD
 DN5092'WEST AND IS 1.0 M (3.3 FT) FROM THREE ORANGE METAL POSTS WITH -WIS
 DN5092'D.O.T.  SURVEY MARKER- SIGNS ATTACHED SURROUNDING THE STATION.
 DN5092'
 DN5092'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5092'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE WEST QUADRANTS
 DN5092'EXTENDING TO 18 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5093 ***********************************************************************
 DN5093  DESIGNATION -  7S48
 DN5093  PID         -  DN5093
 DN5093  STATE/COUNTY-  WI/PRICE
 DN5093  COUNTRY     -  US
 DN5093  USGS QUAD   -  LUGERVILLE (2018)
 DN5093
 DN5093                         *CURRENT SURVEY CONTROL
 DN5093  ______________________________________________________________________
 DN5093* NAD 83(1986) POSITION- 45 48 17.6    (N) 090 37 28.7    (W)   HD_HELD2
 DN5093* NAVD 88 ORTHO HEIGHT -   443.367 (meters)     1454.61  (feet) ADJUSTED
 DN5093  ______________________________________________________________________
 DN5093  GEOID HEIGHT    -        -30.563 (meters)                     GEOID18
 DN5093  DYNAMIC HEIGHT  -        443.348 (meters)     1454.55  (feet) COMP
 DN5093  MODELED GRAVITY -    980,558.9   (mgal)                       NAVD 88
 DN5093
 DN5093  VERT ORDER      -  SECOND    CLASS I
 DN5093
 DN5093.The horizontal coordinates were established by autonomous hand held GPS
 DN5093.observations and have an estimated accuracy of +/- 10 meters.
 DN5093
 DN5093.The orthometric height was determined by differential leveling and
 DN5093.adjusted by the WI DEPT OF TRANSP
 DN5093.in May 2012.
 DN5093
 DN5093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5093.GEOID18 height accuracy estimate available here.
 DN5093
 DN5093.Click photographs - Photos may exist for this station.
 DN5093
 DN5093.The dynamic height is computed by dividing the NAVD 88
 DN5093.geopotential number by the normal gravity value computed on the
 DN5093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5093.degrees latitude (g = 980.6199 gals.).
 DN5093
 DN5093.The modeled gravity was interpolated from observed gravity values.
 DN5093
 DN5093;                    North         East    Units  Estimated Accuracy
 DN5093;SPC WI N     -    71,125.      551,446.      MT  (+/- 10 meters HH2 GPS)
 DN5093
 DN5093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8457375113(NAD 83)
 DN5093
 DN5093                          SUPERSEDED SURVEY CONTROL
 DN5093
 DN5093.No superseded survey control is available for this station.
 DN5093
 DN5093_MARKER: DD = SURVEY DISK
 DN5093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5093_STAMPING: 7S48 2006
 DN5093_MARK LOGO: WIDT
 DN5093_PROJECTION: FLUSH
 DN5093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5093+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DN5093
 DN5093  HISTORY     - Date     Condition        Report By
 DN5093  HISTORY     - 2005     MONUMENTED       WIDT
 DN5093  HISTORY     - 20100517 GOOD             WIDT
 DN5093
 DN5093                          STATION DESCRIPTION
 DN5093
 DN5093'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5093'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5093'HIGHWAY F APPROXIMATELY 5.5 MI (8.8 KM) WEST OF THE COMMUNITY OF
 DN5093'FIFIELD, GO SOUTHWEST ON STATE HIGHWAY 70 FOR 4.9 MI (7.9 KM) TO PRICE
 DN5093'LAKES ROAD LEFT.  TURN LEFT AND GO SOUTH ON PRICE LAKES ROAD FOR 1.8
 DN5093'MI (2.9 KM) TO ZERNGABLE ROAD RIGHT.  CONTINUE SOUTH ON PRICE LAKES
 DN5093'ROAD FOR 0.96 MI (1.5 KM) TO THE STATION ON THE LEFT.
 DN5093'
 DN5093'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5093'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5093'INCH) DIAMETER CONCRETE POST 2.2 M (7.2 FT) DEEP, LEVEL WITH THE
 DN5093'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5093'
 DN5093'THE STATION IS 7.7 M (25.3 FT) SOUTHEAST OF THE CENTERLINE OF PRICE
 DN5093'LAKES ROAD, 0.07 MI (0.1 KM) NORTHEAST OF PRIVATE ENTRANCE -N11903-,
 DN5093'65.5 M (214.9 FT) SOUTH OF A POWER POLE, 32.6 M (107.0 FT) NORTHEAST
 DN5093'OF A POWER POLE, 5.2 M (17.1 FT) NORTHEAST OF THE CENTERLINE OF A WEED
 DN5093'COVERED WOODS ROAD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5093'T-POSTS SURROUNDING THE STATION.
 DN5093'
 DN5093'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DN5093'QUADRANTS EXTENDING TO 90 DEGREES, TREES TO THE SOUTH EXTENDING TO 85
 DN5093'DEGREES AND TREES IN THE WEST QUADRANTS EXTENDING TO 60 DEGREES ABOVE
 DN5093'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5094 ***********************************************************************
 DN5094  DESIGNATION -  7S49
 DN5094  PID         -  DN5094
 DN5094  STATE/COUNTY-  WI/PRICE
 DN5094  COUNTRY     -  US
 DN5094  USGS QUAD   -  LUGERVILLE (2018)
 DN5094
 DN5094                         *CURRENT SURVEY CONTROL
 DN5094  ______________________________________________________________________
 DN5094* NAD 83(1986) POSITION- 45 50 02.6    (N) 090 37 23.0    (W)   HD_HELD2
 DN5094* NAVD 88 ORTHO HEIGHT -   440.241 (meters)     1444.36  (feet) ADJUSTED
 DN5094  ______________________________________________________________________
 DN5094  GEOID HEIGHT    -        -30.511 (meters)                     GEOID18
 DN5094  DYNAMIC HEIGHT  -        440.225 (meters)     1444.30  (feet) COMP
 DN5094  MODELED GRAVITY -    980,566.6   (mgal)                       NAVD 88
 DN5094
 DN5094  VERT ORDER      -  SECOND    CLASS I
 DN5094
 DN5094.The horizontal coordinates were established by autonomous hand held GPS
 DN5094.observations and have an estimated accuracy of +/- 10 meters.
 DN5094
 DN5094.The orthometric height was determined by differential leveling and
 DN5094.adjusted by the WI DEPT OF TRANSP
 DN5094.in May 2012.
 DN5094
 DN5094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5094.GEOID18 height accuracy estimate available here.
 DN5094
 DN5094.Click photographs - Photos may exist for this station.
 DN5094
 DN5094.The dynamic height is computed by dividing the NAVD 88
 DN5094.geopotential number by the normal gravity value computed on the
 DN5094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5094.degrees latitude (g = 980.6199 gals.).
 DN5094
 DN5094.The modeled gravity was interpolated from observed gravity values.
 DN5094
 DN5094;                    North         East    Units  Estimated Accuracy
 DN5094;SPC WI N     -    74,366.      551,594.      MT  (+/- 10 meters HH2 GPS)
 DN5094
 DN5094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8460078357(NAD 83)
 DN5094
 DN5094                          SUPERSEDED SURVEY CONTROL
 DN5094
 DN5094.No superseded survey control is available for this station.
 DN5094
 DN5094_MARKER: DD = SURVEY DISK
 DN5094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5094_STAMPING: 7S49 2006
 DN5094_MARK LOGO: WIDT
 DN5094_PROJECTION: FLUSH
 DN5094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5094+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 DN5094
 DN5094  HISTORY     - Date     Condition        Report By
 DN5094  HISTORY     - 2005     MONUMENTED       WIDT
 DN5094  HISTORY     - 20100527 GOOD             WIDT
 DN5094
 DN5094                          STATION DESCRIPTION
 DN5094
 DN5094'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5094'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5094'HIGHWAY F APPROXIMATELY 5.5 MI (8.8 KM) WEST OF THE COMMUNITY OF
 DN5094'FIFIELD, GO SOUTHWEST ON STATE HIGHWAY 70 FOR 4.9 MI (7.9 KM) TO PRICE
 DN5094'LAKES ROAD LEFT.  TURN LEFT AND GO SOUTH ON PRICE LAKES ROAD FOR 0.63
 DN5094'MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DN5094'
 DN5094'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5094'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5094'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5094'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5094'
 DN5094'THE STATION IS 7.4 M (24.3 FT) NORTHWEST OF THE CENTERLINE OF PRICE
 DN5094'LAKES ROAD, 0.20 MI (0.3 KM) NORTH OF REYNOLDS ROAD, 0.12 MI (0.2 KM)
 DN5094'NORTH OF PRIVATE ENTRANCE -N12675-, 97.5 M (319.9 FT) NORTH OF A
 DN5094'-CURVES AHEAD- SIGN POST, 30.0 M (98.4 FT) NORTH-NORTHWEST OF A POWER
 DN5094'POLE, 29.1 M (95.5 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF A WOODS
 DN5094'ROAD AND SNOWMOBILE TRAIL AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5094'T-POSTS SURROUNDING THE STATION.
 DN5094'
 DN5094'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DN5094'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5095 ***********************************************************************
 DN5095  DESIGNATION -  7S50
 DN5095  PID         -  DN5095
 DN5095  STATE/COUNTY-  WI/PRICE
 DN5095  COUNTRY     -  US
 DN5095  USGS QUAD   -  OXBO (2018)
 DN5095
 DN5095                         *CURRENT SURVEY CONTROL
 DN5095  ______________________________________________________________________
 DN5095* NAD 83(1986) POSITION- 45 50 27.0    (N) 090 37 58.8    (W)   HD_HELD2
 DN5095* NAVD 88 ORTHO HEIGHT -   441.076 (meters)     1447.10  (feet) ADJUSTED
 DN5095  ______________________________________________________________________
 DN5095  GEOID HEIGHT    -        -30.486 (meters)                     GEOID18
 DN5095  DYNAMIC HEIGHT  -        441.062 (meters)     1447.05  (feet) COMP
 DN5095  MODELED GRAVITY -    980,569.6   (mgal)                       NAVD 88
 DN5095
 DN5095  VERT ORDER      -  SECOND    CLASS I
 DN5095
 DN5095.The horizontal coordinates were established by autonomous hand held GPS
 DN5095.observations and have an estimated accuracy of +/- 10 meters.
 DN5095
 DN5095.The orthometric height was determined by differential leveling and
 DN5095.adjusted by the WI DEPT OF TRANSP
 DN5095.in May 2012.
 DN5095
 DN5095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5095.GEOID18 height accuracy estimate available here.
 DN5095
 DN5095.Click photographs - Photos may exist for this station.
 DN5095
 DN5095.The dynamic height is computed by dividing the NAVD 88
 DN5095.geopotential number by the normal gravity value computed on the
 DN5095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5095.degrees latitude (g = 980.6199 gals.).
 DN5095
 DN5095.The modeled gravity was interpolated from observed gravity values.
 DN5095
 DN5095;                    North         East    Units  Estimated Accuracy
 DN5095;SPC WI N     -    75,125.      550,828.      MT  (+/- 10 meters HH2 GPS)
 DN5095
 DN5095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8380579087(NAD 83)
 DN5095
 DN5095                          SUPERSEDED SURVEY CONTROL
 DN5095
 DN5095.No superseded survey control is available for this station.
 DN5095
 DN5095_MARKER: DD = SURVEY DISK
 DN5095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5095_STAMPING: 7S50 2006
 DN5095_MARK LOGO: WIDT
 DN5095_PROJECTION: FLUSH
 DN5095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5095+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 DN5095
 DN5095  HISTORY     - Date     Condition        Report By
 DN5095  HISTORY     - 2005     MONUMENTED       WIDT
 DN5095  HISTORY     - 20100527 GOOD             WIDT
 DN5095
 DN5095                          STATION DESCRIPTION
 DN5095
 DN5095'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5095'HIGHWAY F APPROXIMATELY 5.5 MI (8.8 KM) WEST OF THE COMMUNITY OF
 DN5095'FIFIELD, GO SOUTHWEST ON STATE HIGHWAY 70 FOR 4.9 MI (7.9 KM) TO PRICE
 DN5095'LAKES ROAD LEFT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 70 FOR 0.48 MI
 DN5095'(0.8 KM) TO BOYDS ROAD LEFT AND THE STATION ON THE LEFT.
 DN5095'
 DN5095'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5095'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN5095'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5095'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE HIGHWAY
 DN5095'PAVEMENT.
 DN5095'
 DN5095'THE STATION IS 14.6 M (47.9 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5095'HIGHWAY 70, 42.1 M (138.1 FT) EAST OF THE EXTENDED CENTERLINE OF OAK
 DN5095'ROAD, 39.2 M (128.6 FT) WEST OF THE CENTERLINE OF BOYDS ROAD, 33.0 M
 DN5095'(108.3 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH ONE TRANSFORMER AND
 DN5095'WIRES OVER THE HIGHWAY, 15.5 M (50.9 FT) NORTHEAST OF A RED -WARNING
 DN5095'UNDERGROUND POWER CABLE- FIBERGLASS POST, 13.7 M (44.9 FT) NORTHWEST
 DN5095'OF THE TOP CENTER OF TELEPHONE PEDESTAL -BYRD 3000 01- AND 0.6 M (2.0
 DN5095'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DN5095'
 DN5095'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5095'QUADRANTS EXTENDING TO 90 DEGREES, TREES IN THE NORTH QUADRANTS
 DN5095'EXTENDING TO 30 DEGREES AND TREES TO THE WEST AND EAST EXTENDING TO 20
 DN5095'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5096 ***********************************************************************
 DN5096  DESIGNATION -  7S51
 DN5096  PID         -  DN5096
 DN5096  STATE/COUNTY-  WI/PRICE
 DN5096  COUNTRY     -  US
 DN5096  USGS QUAD   -  OXBO (2018)
 DN5096
 DN5096                         *CURRENT SURVEY CONTROL
 DN5096  ______________________________________________________________________
 DN5096* NAD 83(1986) POSITION- 45 50 26.2    (N) 090 39 47.5    (W)   HD_HELD2
 DN5096* NAVD 88 ORTHO HEIGHT -   426.646 (meters)     1399.75  (feet) ADJUSTED
 DN5096  ______________________________________________________________________
 DN5096  GEOID HEIGHT    -        -30.448 (meters)                     GEOID18
 DN5096  DYNAMIC HEIGHT  -        426.634 (meters)     1399.72  (feet) COMP
 DN5096  MODELED GRAVITY -    980,574.0   (mgal)                       NAVD 88
 DN5096
 DN5096  VERT ORDER      -  SECOND    CLASS I
 DN5096
 DN5096.The horizontal coordinates were established by autonomous hand held GPS
 DN5096.observations and have an estimated accuracy of +/- 10 meters.
 DN5096
 DN5096.The orthometric height was determined by differential leveling and
 DN5096.adjusted by the WI DEPT OF TRANSP
 DN5096.in May 2012.
 DN5096
 DN5096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5096.GEOID18 height accuracy estimate available here.
 DN5096
 DN5096.Click photographs - Photos may exist for this station.
 DN5096
 DN5096.The dynamic height is computed by dividing the NAVD 88
 DN5096.geopotential number by the normal gravity value computed on the
 DN5096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5096.degrees latitude (g = 980.6199 gals.).
 DN5096
 DN5096.The modeled gravity was interpolated from observed gravity values.
 DN5096
 DN5096;                    North         East    Units  Estimated Accuracy
 DN5096;SPC WI N     -    75,120.      548,482.      MT  (+/- 10 meters HH2 GPS)
 DN5096
 DN5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8146178993(NAD 83)
 DN5096
 DN5096                          SUPERSEDED SURVEY CONTROL
 DN5096
 DN5096.No superseded survey control is available for this station.
 DN5096
 DN5096_MARKER: DD = SURVEY DISK
 DN5096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5096_STAMPING: 7S51 2006
 DN5096_MARK LOGO: WIDT
 DN5096_PROJECTION: FLUSH
 DN5096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5096+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 DN5096
 DN5096  HISTORY     - Date     Condition        Report By
 DN5096  HISTORY     - 2005     MONUMENTED       WIDT
 DN5096  HISTORY     - 20100527 GOOD             WIDT
 DN5096
 DN5096                          STATION DESCRIPTION
 DN5096
 DN5096'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5096'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5096'HIGHWAY F APPROXIMATELY 5.5 MI (8.8 KM) WEST OF THE COMMUNITY OF
 DN5096'FIFIELD, GO SOUTHWEST ON STATE HIGHWAY 70 FOR 4.9 MI (7.9 KM) TO PRICE
 DN5096'LAKES ROAD LEFT.  CONTINUE WEST ON STATE HIGHWAY 70 FOR 1.5 MI (2.4
 DN5096'KM) TO NORTH FORK ROAD RIGHT.  CONTINUE WEST ON STATE HIGHWAY 70 FOR
 DN5096'0.48 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DN5096'
 DN5096'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5096'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5096'INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, LEVEL WITH THE
 DN5096'GROUND AND APPROXIMATELY 3 M (9.8 FT) HIGHER THAN THE HIGHWAY
 DN5096'PAVEMENT.
 DN5096'
 DN5096'THE STATION IS 23.5 M (77.1 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DN5096'HIGHWAY 70, 0.78 MI (1.3 KM) EAST OF THE PRICE-SAWYER COUNTY LINE,
 DN5096'55.5 M (182.1 FT) SOUTHWEST OF A -NO PASSING ZONE- WOODEN SIGN POST,
 DN5096'14.4 M (47.2 FT) WEST-NORTHWEST OF THE CENTERLINE OF A GATED WOODS
 DN5096'ENTRANCE, 10.4 M (34.1 FT) WEST OF THE NORTHWEST GATE POST AND IS 1 M
 DN5096'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5096'
 DN5096'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION IS A TREE TO THE SOUTHEAST
 DN5096'EXTENDING TO 70 DEGREES, TREES TO THE SOUTH EXTENDING TO 40 DEGREES
 DN5096'AND TREES IN THE NORTH QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE
 DN5096'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5097 ***********************************************************************
 DN5097  DESIGNATION -  7S52
 DN5097  PID         -  DN5097
 DN5097  STATE/COUNTY-  WI/SAWYER
 DN5097  COUNTRY     -  US
 DN5097  USGS QUAD   -  OXBO (2018)
 DN5097
 DN5097                         *CURRENT SURVEY CONTROL
 DN5097  ______________________________________________________________________
 DN5097* NAD 83(1986) POSITION- 45 51 35.7    (N) 090 42 31.2    (W)   HD_HELD2
 DN5097* NAVD 88 ORTHO HEIGHT -   424.941 (meters)     1394.16  (feet) ADJUSTED
 DN5097  ______________________________________________________________________
 DN5097  GEOID HEIGHT    -        -30.367 (meters)                     GEOID18
 DN5097  DYNAMIC HEIGHT  -        424.928 (meters)     1394.12  (feet) COMP
 DN5097  MODELED GRAVITY -    980,573.1   (mgal)                       NAVD 88
 DN5097
 DN5097  VERT ORDER      -  SECOND    CLASS I
 DN5097
 DN5097.The horizontal coordinates were established by autonomous hand held GPS
 DN5097.observations and have an estimated accuracy of +/- 10 meters.
 DN5097
 DN5097.The orthometric height was determined by differential leveling and
 DN5097.adjusted by the WI DEPT OF TRANSP
 DN5097.in May 2012.
 DN5097
 DN5097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5097.GEOID18 height accuracy estimate available here.
 DN5097
 DN5097.Click photographs - Photos may exist for this station.
 DN5097
 DN5097.The dynamic height is computed by dividing the NAVD 88
 DN5097.geopotential number by the normal gravity value computed on the
 DN5097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5097.degrees latitude (g = 980.6199 gals.).
 DN5097
 DN5097.The modeled gravity was interpolated from observed gravity values.
 DN5097
 DN5097;                    North         East    Units  Estimated Accuracy
 DN5097;SPC WI N     -    77,296.      544,969.      MT  (+/- 10 meters HH2 GPS)
 DN5097
 DN5097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7786981036(NAD 83)
 DN5097
 DN5097                          SUPERSEDED SURVEY CONTROL
 DN5097
 DN5097.No superseded survey control is available for this station.
 DN5097
 DN5097_MARKER: DD = SURVEY DISK
 DN5097_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5097_SP_SET: BRIDGE PARAPET
 DN5097_STAMPING: 7S52 2006
 DN5097_MARK LOGO: WIDT
 DN5097_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5097+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 DN5097
 DN5097  HISTORY     - Date     Condition        Report By
 DN5097  HISTORY     - 2006     MONUMENTED       WIDT
 DN5097  HISTORY     - 20100420 GOOD             WIDT
 DN5097
 DN5097                          STATION DESCRIPTION
 DN5097
 DN5097'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5097'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5097'HIGHWAY EE APPROXIMATELY 5 MI (8.0 KM) EAST OF THE COMMUNITY OF
 DN5097'LORETTA, GO SOUTHEAST ON STATE HIGHWAY 70 FOR 2.2 MI (3.5 KM) TO OXBO
 DN5097'DRIVE LEFT AND PAYNE FARM ROAD RIGHT.  CONTINUE SOUTHEAST ON STATE
 DN5097'HIGHWAY 70 FOR 0.20 MI (0.3 KM) TO BRIDGE -B-57-13-99- OVER THE
 DN5097'FLAMBEAU RIVER AND THE STATION ON THE LEFT.
 DN5097'
 DN5097'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5097'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5097'THE NORTHWEST END OF THE NORTHEAST BRIDGE PARAPET APPROXIMATELY 0.9 M
 DN5097'(3.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.
 DN5097'
 DN5097'THE STATION IS 5.2 M (17.1 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DN5097'HIGHWAY 70, 1.7 M (5.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 DN5097'PARAPET, 1.2 M (3.9 FT) NORTHWEST OF A BRIDGE EXPANSION JOINT AND 1.9
 DN5097'M (6.2 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DN5097'
 DN5097'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DN5097'AND SOUTHEAST EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5290 ***********************************************************************
 DN5290  DESIGNATION -  7S53
 DN5290  PID         -  DN5290
 DN5290  STATE/COUNTY-  WI/SAWYER
 DN5290  COUNTRY     -  US
 DN5290  USGS QUAD   -  LORETTA (2018)
 DN5290
 DN5290                         *CURRENT SURVEY CONTROL
 DN5290  ______________________________________________________________________
 DN5290* NAD 83(1986) POSITION- 45 57 06.14   (N) 090 50 32.14   (W)   HD_HELD1
 DN5290* NAVD 88 ORTHO HEIGHT -   433.857 (meters)     1423.41  (feet) ADJUSTED
 DN5290  ______________________________________________________________________
 DN5290  GEOID HEIGHT    -        -30.111 (meters)                     GEOID18
 DN5290  DYNAMIC HEIGHT  -        433.849 (meters)     1423.39  (feet) COMP
 DN5290  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 DN5290
 DN5290  VERT ORDER      -  SECOND    CLASS I
 DN5290
 DN5290.The horizontal coordinates were determined by differentially corrected
 DN5290.hand held GPS observations or other comparable positioning techniques
 DN5290.and have an estimated accuracy of +/- 3 meters.
 DN5290
 DN5290.The orthometric height was determined by differential leveling and
 DN5290.adjusted by the WI DEPT OF TRANSP
 DN5290.in May 2012.
 DN5290
 DN5290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5290.GEOID18 height accuracy estimate available here.
 DN5290
 DN5290.Click photographs - Photos may exist for this station.
 DN5290
 DN5290.The dynamic height is computed by dividing the NAVD 88
 DN5290.geopotential number by the normal gravity value computed on the
 DN5290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5290.degrees latitude (g = 980.6199 gals.).
 DN5290
 DN5290.The modeled gravity was interpolated from observed gravity values.
 DN5290
 DN5290;                    North         East    Units  Estimated Accuracy
 DN5290;SPC WI N     -    87,598.4     534,703.3     MT  (+/- 3 meters HH1 GPS) 
 DN5290
 DN5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6722290945(NAD 83)
 DN5290
 DN5290                          SUPERSEDED SURVEY CONTROL
 DN5290
 DN5290.No superseded survey control is available for this station.
 DN5290
 DN5290_MARKER: DD = SURVEY DISK
 DN5290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5290_STAMPING: 7S53 2006
 DN5290_MARK LOGO: WIDT
 DN5290_PROJECTION: FLUSH
 DN5290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5290+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 DN5290
 DN5290  HISTORY     - Date     Condition        Report By
 DN5290  HISTORY     - 2005     MONUMENTED       WIDT
 DN5290  HISTORY     - 20100421 GOOD             WIDT
 DN5290
 DN5290                          STATION DESCRIPTION
 DN5290
 DN5290'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5290'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5290'HIGHWAY GG NORTH AND EASTERHOUSE ROAD SOUTH IN THE COMMUNITY OF
 DN5290'LORETTA, GO NORTH ON COUNTY HIGHWAY GG FOR 2.3 MI (3.7 KM) TO FOREST
 DN5290'ROAD 311 RIGHT.  CONTINUE NORTH ON COUNTY HIGHWAY GG FOR 2.33 MI (3.7
 DN5290'KM) TO A RACK OF MAIL BOXES ON THE RIGHT, ATV TRAIL -621- ON THE LEFT
 DN5290'AND THE STATION ON THE LEFT.
 DN5290'
 DN5290'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5290'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5290'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5290'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5290'THE STATION IS 13.8 M (45.3 FT) WEST OF THE CENTERLINE OF COUNTY
 DN5290'HIGHWAY GG, 0.80 MI (1.3 KM) SOUTH OF OLD GRADE ROAD, 12.7 M (41.7 FT)
 DN5290'SOUTHWEST OF A -STOP- SIGN METAL POST, 8.5 M (27.9 FT) EAST OF THE
 DN5290'CENTERLINE OF ATV TRAIL -621- AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5290'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5290'
 DN5290'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST AND
 DN5290'SOUTHWEST EXTENDING TO 60 DEGREES AND TREES TO THE EAST EXTENDING TO
 DN5290'30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5291 ***********************************************************************
 DN5291  DESIGNATION -  7S54
 DN5291  PID         -  DN5291
 DN5291  STATE/COUNTY-  WI/ASHLAND
 DN5291  COUNTRY     -  US
 DN5291  USGS QUAD   -  LORETTA (2018)
 DN5291
 DN5291                         *CURRENT SURVEY CONTROL
 DN5291  ______________________________________________________________________
 DN5291* NAD 83(1986) POSITION- 45 59 47.2    (N) 090 51 29.7    (W)   HD_HELD2
 DN5291* NAVD 88 ORTHO HEIGHT -   436.122 (meters)     1430.84  (feet) ADJUSTED
 DN5291  ______________________________________________________________________
 DN5291  GEOID HEIGHT    -        -30.114 (meters)                     GEOID18
 DN5291  DYNAMIC HEIGHT  -        436.114 (meters)     1430.82  (feet) COMP
 DN5291  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DN5291
 DN5291  VERT ORDER      -  SECOND    CLASS I
 DN5291
 DN5291.The horizontal coordinates were established by autonomous hand held GPS
 DN5291.observations and have an estimated accuracy of +/- 10 meters.
 DN5291
 DN5291.The orthometric height was determined by differential leveling and
 DN5291.adjusted by the WI DEPT OF TRANSP
 DN5291.in May 2012.
 DN5291
 DN5291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5291.GEOID18 height accuracy estimate available here.
 DN5291
 DN5291.Click photographs - Photos may exist for this station.
 DN5291
 DN5291.The dynamic height is computed by dividing the NAVD 88
 DN5291.geopotential number by the normal gravity value computed on the
 DN5291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5291.degrees latitude (g = 980.6199 gals.).
 DN5291
 DN5291.The modeled gravity was interpolated from observed gravity values.
 DN5291
 DN5291;                    North         East    Units  Estimated Accuracy
 DN5291;SPC WI N     -    92,584.      533,517.      MT  (+/- 10 meters HH2 GPS)
 DN5291
 DN5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6584995882(NAD 83)
 DN5291
 DN5291                          SUPERSEDED SURVEY CONTROL
 DN5291
 DN5291.No superseded survey control is available for this station.
 DN5291
 DN5291_MARKER: DD = SURVEY DISK
 DN5291_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5291_SP_SET: BRIDGE WING WALL
 DN5291_STAMPING: 7S54 2006
 DN5291_MARK LOGO: WIDT
 DN5291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5291+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 DN5291
 DN5291  HISTORY     - Date     Condition        Report By
 DN5291  HISTORY     - 2006     MONUMENTED       WIDT
 DN5291  HISTORY     - 20100420 GOOD             WIDT
 DN5291
 DN5291                          STATION DESCRIPTION
 DN5291
 DN5291'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5291'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5291'HIGHWAY GG SOUTH APPROXIMATELY 1 MI (1.6 KM) EAST OF THE COMMUNITY OF
 DN5291'CLAM LAKE, GO SOUTH ON COUNTY HIGHWAY GG FOR 9.2 MI (14.8 KM) TO
 DN5291'FOREST ROAD 164 (STOCK FARM ROAD) LEFT.  CONTINUE SOUTH ON COUNTY
 DN5291'HIGHWAY GG FOR 2.0 MI (3.2 KM) TO FOREST ROAD 172 RIGHT.  CONTINUE
 DN5291'SOUTH ON COUNTY HIGHWAY GG FOR 0.12 MI (0.2 KM) TO BRIDGE -B-2-7-66-
 DN5291'OVER THE EAST FORK OF THE CHIPPEWA RIVER AND THE STATION ON THE LEFT.
 DN5291'
 DN5291'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5291'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5291'THE WEST END OF THE NORTHEAST BRIDGE WING WALL LEVEL WITH THE HIGHWAY
 DN5291'PAVEMENT.
 DN5291'
 DN5291'THE STATION IS 4.6 M (15.1 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5291'HIGHWAY GG, 1.1 MI (1.8 KM) NORTH OF THE ASHLAND-SAWYER COUNTY LINE,
 DN5291'27.5 M (90.2 FT) SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE -12084-
 DN5291'AND 0.4 M (1.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DN5291'
 DN5291'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DN5291'EXTENDING TO 40 DEGREES, TREES TO THE WEST EXTENDING TO 30 DEGREES AND
 DN5291'TREES TO THE SOUTHEAST AND SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE
 DN5291'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5071 ***********************************************************************
 DN5071  DESIGNATION -  7T01
 DN5071  PID         -  DN5071
 DN5071  STATE/COUNTY-  WI/PRICE
 DN5071  COUNTRY     -  US
 DN5071  USGS QUAD   -  PRENTICE (2018)
 DN5071
 DN5071                         *CURRENT SURVEY CONTROL
 DN5071  ______________________________________________________________________
 DN5071* NAD 83(1986) POSITION- 45 35 09.4    (N) 090 20 29.7    (W)   HD_HELD2
 DN5071* NAVD 88 ORTHO HEIGHT -   464.248 (meters)     1523.12  (feet) ADJUSTED
 DN5071  ______________________________________________________________________
 DN5071  GEOID HEIGHT    -        -30.533 (meters)                     GEOID18
 DN5071  DYNAMIC HEIGHT  -        464.230 (meters)     1523.06  (feet) COMP
 DN5071  MODELED GRAVITY -    980,562.6   (mgal)                       NAVD 88
 DN5071
 DN5071  VERT ORDER      -  SECOND    CLASS I
 DN5071
 DN5071.The horizontal coordinates were established by autonomous hand held GPS
 DN5071.observations and have an estimated accuracy of +/- 10 meters.
 DN5071
 DN5071.The orthometric height was determined by differential leveling and
 DN5071.adjusted by the WI DEPT OF TRANSP
 DN5071.in May 2012.
 DN5071
 DN5071.No vertical observational check was made to the station.
 DN5071
 DN5071.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5071.GEOID18 height accuracy estimate available here.
 DN5071
 DN5071.Click photographs - Photos may exist for this station.
 DN5071
 DN5071.The dynamic height is computed by dividing the NAVD 88
 DN5071.geopotential number by the normal gravity value computed on the
 DN5071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5071.degrees latitude (g = 980.6199 gals.).
 DN5071
 DN5071.The modeled gravity was interpolated from observed gravity values.
 DN5071
 DN5071;                    North         East    Units  Estimated Accuracy
 DN5071;SPC WI N     -    46,657.      573,343.      MT  (+/- 10 meters HH2 GPS)
 DN5071
 DN5071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0737551482(NAD 83)
 DN5071
 DN5071                          SUPERSEDED SURVEY CONTROL
 DN5071
 DN5071.No superseded survey control is available for this station.
 DN5071
 DN5071_MARKER: DD = SURVEY DISK
 DN5071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN5071_SP_SET: BOX CULVERT
 DN5071_STAMPING: 7T01 2006
 DN5071_MARK LOGO: WIDT
 DN5071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5071+STABILITY: SURFACE MOTION
 DN5071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5071+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2010
 DN5071
 DN5071  HISTORY     - Date     Condition        Report By
 DN5071  HISTORY     - 2006     MONUMENTED       WIDT
 DN5071  HISTORY     - 20100628 GOOD             WIDT
 DN5071
 DN5071                          STATION DESCRIPTION
 DN5071
 DN5071'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5071'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN5071'HIGHWAY A APPROXIMATELY 2.5 MI (4.0 KM) NORTHWEST OF THE VILLAGE OF
 DN5071'PRENTICE, GO NORTHWEST ON STATE HIGHWAY 13 FOR 1.0 MI (1.6 KM) TO
 DN5071'BENNETT ROAD RIGHT.  CONTINUE NORTHWEST ON STATE HIGHWAY 13 FOR 0.11
 DN5071'MI (0.2 KM) TO A TRIPLE BOX CULVERT OVER HAY CREEK AND THE STATION ON
 DN5071'THE RIGHT.
 DN5071'
 DN5071'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5071'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5071'THE NORTHWEST END OF THE NORTH CULVERT HEADER APPROXIMATELY 0.5 M (1.6
 DN5071'FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5071'
 DN5071'THE STATION IS 8.9 M (29.2 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DN5071'HIGHWAY 13, 29.0 M (95.1 FT) SOUTHEAST OF THE CENTERLINE OF A PRIVATE
 DN5071'ENTRANCE, 2.9 M (9.5 FT) NORTH OF A METAL PIPE HOLDING A BLACK OVER
 DN5071'WHITE PLASTIC CULVERT POST, 2.6 M (8.5 FT) NORTHEAST OF A METAL GUARD
 DN5071'RAIL AND 0.4 M (1.3 FT) SOUTHEAST OF THE NORTHEAST END OF THE CONCRETE
 DN5071'HEADER.
 DN5071'
 DN5071'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5071'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5070 ***********************************************************************
 DN5070  DESIGNATION -  7T02
 DN5070  PID         -  DN5070
 DN5070  STATE/COUNTY-  WI/PRICE
 DN5070  COUNTRY     -  US
 DN5070  USGS QUAD   -  PENNINGTON (2018)
 DN5070
 DN5070                         *CURRENT SURVEY CONTROL
 DN5070  ______________________________________________________________________
 DN5070* NAD 83(1986) POSITION- 45 36 09.8    (N) 090 22 38.0    (W)   HD_HELD2
 DN5070* NAVD 88 ORTHO HEIGHT -   470.788 (meters)     1544.58  (feet) ADJUSTED
 DN5070  ______________________________________________________________________
 DN5070  GEOID HEIGHT    -        -30.498 (meters)                     GEOID18
 DN5070  DYNAMIC HEIGHT  -        470.771 (meters)     1544.52  (feet) COMP
 DN5070  MODELED GRAVITY -    980,565.5   (mgal)                       NAVD 88
 DN5070
 DN5070  VERT ORDER      -  SECOND    CLASS I
 DN5070
 DN5070.The horizontal coordinates were established by autonomous hand held GPS
 DN5070.observations and have an estimated accuracy of +/- 10 meters.
 DN5070
 DN5070.The orthometric height was determined by differential leveling and
 DN5070.adjusted by the WI DEPT OF TRANSP
 DN5070.in May 2012.
 DN5070
 DN5070.No vertical observational check was made to the station.
 DN5070
 DN5070.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5070.GEOID18 height accuracy estimate available here.
 DN5070
 DN5070.Click photographs - Photos may exist for this station.
 DN5070
 DN5070.The dynamic height is computed by dividing the NAVD 88
 DN5070.geopotential number by the normal gravity value computed on the
 DN5070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5070.degrees latitude (g = 980.6199 gals.).
 DN5070
 DN5070.The modeled gravity was interpolated from observed gravity values.
 DN5070
 DN5070;                    North         East    Units  Estimated Accuracy
 DN5070;SPC WI N     -    48,535.      570,571.      MT  (+/- 10 meters HH2 GPS)
 DN5070
 DN5070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0453453254(NAD 83)
 DN5070
 DN5070                          SUPERSEDED SURVEY CONTROL
 DN5070
 DN5070.No superseded survey control is available for this station.
 DN5070
 DN5070_MARKER: DD = SURVEY DISK
 DN5070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5070_STAMPING: 7T02 2006
 DN5070_MARK LOGO: WIDT
 DN5070_PROJECTION: FLUSH
 DN5070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5070+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2010
 DN5070
 DN5070  HISTORY     - Date     Condition        Report By
 DN5070  HISTORY     - 2005     MONUMENTED       WIDT
 DN5070  HISTORY     - 20100628 GOOD             WIDT
 DN5070
 DN5070                          STATION DESCRIPTION
 DN5070
 DN5070'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5070'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DN5070'HIGHWAY 111 WEST AND LITTLE CHICAGO ROAD EAST APPROXIMATELY 4 MI (6.4
 DN5070'KM) SOUTH OF THE CITY OF PHILLIPS, GO SOUTH ON STATE HIGHWAY 13 FOR
 DN5070'1.5 MI (2.4 KM) TO ASPEN ROAD RIGHT.  CONTINUE SOUTHEAST ON STATE
 DN5070'HIGHWAY 13 FOR 1.3 MI (2.1 KM) TO A GATED PRIVATE ENTRANCE RIGHT.
 DN5070'CONTINUE SOUTHEAST ON STATE HIGHWAY 13 FOR 33 M (108.3 FT) TO THE
 DN5070'STATION ON THE LEFT.
 DN5070'
 DN5070'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5070'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5070'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5070'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5070'PAVEMENT.
 DN5070'
 DN5070'THE STATION IS 16.5 M (54.1 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DN5070'HIGHWAY 13, 0.90 MI (1.4 KM) NORTH OF A WAYSIDE ENTRANCE, 54.0 M
 DN5070'(177.2 FT) SOUTHEAST OF TELEPHONE PEDESTAL -C2 66-, 7.1 M (23.3 FT)
 DN5070'NORTH OF THE CENTERLINE OF A WOODS ENTRANCE AND IS 1 M (3.3 FT) FROM
 DN5070'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5070'
 DN5070'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DN5070'EXTENDING TO 85 DEGREES, TREES TO THE SOUTH EXTENDING TO 40 DEGREES
 DN5070'AND TREES IN THE WEST QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE
 DN5070'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5068 ***********************************************************************
 DN5068  DESIGNATION -  7T03
 DN5068  PID         -  DN5068
 DN5068  STATE/COUNTY-  WI/PRICE
 DN5068  COUNTRY     -  US
 DN5068  USGS QUAD   -  PHILLIPS (2018)
 DN5068
 DN5068                         *CURRENT SURVEY CONTROL
 DN5068  ______________________________________________________________________
 DN5068* NAD 83(1986) POSITION- 45 38 33.7    (N) 090 23 29.6    (W)   HD_HELD2
 DN5068* NAVD 88 ORTHO HEIGHT -   470.489 (meters)     1543.60  (feet) ADJUSTED
 DN5068  ______________________________________________________________________
 DN5068  GEOID HEIGHT    -        -30.523 (meters)                     GEOID18
 DN5068  DYNAMIC HEIGHT  -        470.471 (meters)     1543.54  (feet) COMP
 DN5068  MODELED GRAVITY -    980,563.9   (mgal)                       NAVD 88
 DN5068
 DN5068  VERT ORDER      -  SECOND    CLASS I
 DN5068
 DN5068.The horizontal coordinates were established by autonomous hand held GPS
 DN5068.observations and have an estimated accuracy of +/- 10 meters.
 DN5068
 DN5068.The orthometric height was determined by differential leveling and
 DN5068.adjusted by the WI DEPT OF TRANSP
 DN5068.in May 2012.
 DN5068
 DN5068.No vertical observational check was made to the station.
 DN5068
 DN5068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5068.GEOID18 height accuracy estimate available here.
 DN5068
 DN5068.Click photographs - Photos may exist for this station.
 DN5068
 DN5068.The dynamic height is computed by dividing the NAVD 88
 DN5068.geopotential number by the normal gravity value computed on the
 DN5068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5068.degrees latitude (g = 980.6199 gals.).
 DN5068
 DN5068.The modeled gravity was interpolated from observed gravity values.
 DN5068
 DN5068;                    North         East    Units  Estimated Accuracy
 DN5068;SPC WI N     -    52,983.      569,475.      MT  (+/- 10 meters HH2 GPS)
 DN5068
 DN5068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0327257659(NAD 83)
 DN5068
 DN5068                          SUPERSEDED SURVEY CONTROL
 DN5068
 DN5068.No superseded survey control is available for this station.
 DN5068
 DN5068_MARKER: DD = SURVEY DISK
 DN5068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5068_STAMPING: 7T03 2006
 DN5068_MARK LOGO: WIDT
 DN5068_PROJECTION: FLUSH
 DN5068_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5068+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2010
 DN5068
 DN5068  HISTORY     - Date     Condition        Report By
 DN5068  HISTORY     - 2005     MONUMENTED       WIDT
 DN5068  HISTORY     - 20100625 GOOD             WIDT
 DN5068
 DN5068                          STATION DESCRIPTION
 DN5068
 DN5068'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5068'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DN5068'HIGHWAY 111 WEST AND LITTLE CHICAGO ROAD EAST APPROXIMATELY 4 MI (6.4
 DN5068'KM) SOUTH OF THE CITY OF PHILLIPS, GO NORTH ON STATE HIGHWAY 13 FOR
 DN5068'0.34 MI (0.5 KM) TO THE STATION ON THE LEFT.
 DN5068'
 DN5068'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5068'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5068'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5068'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5068'THE STATION IS 14.4 M (47.2 FT) WEST OF THE CENTERLINE OF STATE
 DN5068'HIGHWAY 13, 0.15 MI (0.2 KM) SOUTH OF SUNSET LANE WEST AND PINE GROVE
 DN5068'LANE EAST, 28.1 M (92.2 FT) NORTH OF THE CENTERLINE OF THE ENTRANCE TO
 DN5068'STEVES SERVICE CENTER AT -N7431-, 15.1 M (49.5 FT) NORTH-NORTHEAST OF
 DN5068'A METAL POST FOR A -STEVES SERVICE CENTER- SIGN AND IS 1 M (3.3 FT)
 DN5068'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5068'
 DN5068'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5068'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5067 ***********************************************************************
 DN5067  DESIGNATION -  7T04
 DN5067  PID         -  DN5067
 DN5067  STATE/COUNTY-  WI/PRICE
 DN5067  COUNTRY     -  US
 DN5067  USGS QUAD   -  PHILLIPS (2018)
 DN5067
 DN5067                         *CURRENT SURVEY CONTROL
 DN5067  ______________________________________________________________________
 DN5067* NAD 83(1986) POSITION- 45 40 13.0    (N) 090 23 28.8    (W)   HD_HELD2
 DN5067* NAVD 88 ORTHO HEIGHT -   476.863 (meters)     1564.51  (feet) ADJUSTED
 DN5067  ______________________________________________________________________
 DN5067  GEOID HEIGHT    -        -30.573 (meters)                     GEOID18
 DN5067  DYNAMIC HEIGHT  -        476.844 (meters)     1564.45  (feet) COMP
 DN5067  MODELED GRAVITY -    980,559.5   (mgal)                       NAVD 88
 DN5067
 DN5067  VERT ORDER      -  SECOND    CLASS I
 DN5067
 DN5067.The horizontal coordinates were established by autonomous hand held GPS
 DN5067.observations and have an estimated accuracy of +/- 10 meters.
 DN5067
 DN5067.The orthometric height was determined by differential leveling and
 DN5067.adjusted by the WI DEPT OF TRANSP
 DN5067.in May 2012.
 DN5067
 DN5067.No vertical observational check was made to the station.
 DN5067
 DN5067.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5067.GEOID18 height accuracy estimate available here.
 DN5067
 DN5067.Click photographs - Photos may exist for this station.
 DN5067
 DN5067.The dynamic height is computed by dividing the NAVD 88
 DN5067.geopotential number by the normal gravity value computed on the
 DN5067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5067.degrees latitude (g = 980.6199 gals.).
 DN5067
 DN5067.The modeled gravity was interpolated from observed gravity values.
 DN5067
 DN5067;                    North         East    Units  Estimated Accuracy
 DN5067;SPC WI N     -    56,048.      569,507.      MT  (+/- 10 meters HH2 GPS)
 DN5067
 DN5067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0318960724(NAD 83)
 DN5067
 DN5067                          SUPERSEDED SURVEY CONTROL
 DN5067
 DN5067.No superseded survey control is available for this station.
 DN5067
 DN5067_MARKER: DD = SURVEY DISK
 DN5067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5067_STAMPING: 7T04 2006
 DN5067_MARK LOGO: WIDT
 DN5067_PROJECTION: FLUSH
 DN5067_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5067+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2010
 DN5067
 DN5067  HISTORY     - Date     Condition        Report By
 DN5067  HISTORY     - 2005     MONUMENTED       WIDT
 DN5067  HISTORY     - 20100624 GOOD             WIDT
 DN5067
 DN5067                          STATION DESCRIPTION
 DN5067
 DN5067'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5067'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN5067'HIGHWAY D ON THE SOUTH SIDE OF THE CITY OF PHILLIPS, GO SOUTH ON STATE
 DN5067'HIGHWAY 13 FOR 0.4 MI (0.6 KM) TO HILLY HAVEN LANE.  CONTINUE SOUTH ON
 DN5067'STATE HIGHWAY 13 FOR 0.22 MI (0.4 KM) TO THE STATION ON THE RIGHT.
 DN5067'
 DN5067'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5067'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5067'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5067'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5067'
 DN5067'THE STATION IS 13.6 M (44.6 FT) WEST OF THE CENTERLINE OF STATE
 DN5067'HIGHWAY 13, 0.25 MI (0.4 KM) NORTH OF DAMA ROAD WEST AND SPRINGS DRIVE
 DN5067'EAST, 52.5 M (172.2 FT) NORTH-NORTHWEST OF A NO PARKING ANY TIME
 DN5067'WOODEN SIGN POST, 51.5 M (169.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 DN5067'OF THE -STONEY PUB- BUILDING, 50.5 M (165.7 FT) SOUTH OF PRIVATE
 DN5067'ENTRANCE -N221-, 41.2 M (135.2 FT) SOUTH-SOUTHEAST OF A CONCRETE
 DN5067'SILO-TYPE STRUCTURE, 40.0 M (131.2 FT) SOUTH-SOUTHWEST OF A -NO
 DN5067'PARKING ANY TIME- WOODEN SIGN POST, 30.0 M (98.4 FT) WEST-NORTHWEST OF
 DN5067'POWER POLE -LSDP 20-6/30- WITH A LIGHT ATTACHED AND IS 1 M (3.3 FT)
 DN5067'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5067'
 DN5067'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH AND
 DN5067'SOUTH EXTENDING TO 60 DEGREES AND TREES IN THE EAST QUADRANTS
 DN5067'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5066 ***********************************************************************
 DN5066  DESIGNATION -  7T05
 DN5066  PID         -  DN5066
 DN5066  STATE/COUNTY-  WI/PRICE
 DN5066  COUNTRY     -  US
 DN5066  USGS QUAD   -  PHILLIPS (2018)
 DN5066
 DN5066                         *CURRENT SURVEY CONTROL
 DN5066  ______________________________________________________________________
 DN5066* NAD 83(1986) POSITION- 45 41 34.4    (N) 090 23 52.9    (W)   HD_HELD2
 DN5066* NAVD 88 ORTHO HEIGHT -   442.085 (meters)     1450.41  (feet) ADJUSTED
 DN5066  ______________________________________________________________________
 DN5066  GEOID HEIGHT    -        -30.635 (meters)                     GEOID18
 DN5066  DYNAMIC HEIGHT  -        442.064 (meters)     1450.34  (feet) COMP
 DN5066  MODELED GRAVITY -    980,553.5   (mgal)                       NAVD 88
 DN5066
 DN5066  VERT ORDER      -  SECOND    CLASS I
 DN5066
 DN5066.The horizontal coordinates were established by autonomous hand held GPS
 DN5066.observations and have an estimated accuracy of +/- 10 meters.
 DN5066
 DN5066.The orthometric height was determined by differential leveling and
 DN5066.adjusted by the WI DEPT OF TRANSP
 DN5066.in May 2012.
 DN5066
 DN5066.No vertical observational check was made to the station.
 DN5066
 DN5066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5066.GEOID18 height accuracy estimate available here.
 DN5066
 DN5066.Click photographs - Photos may exist for this station.
 DN5066
 DN5066.The dynamic height is computed by dividing the NAVD 88
 DN5066.geopotential number by the normal gravity value computed on the
 DN5066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5066.degrees latitude (g = 980.6199 gals.).
 DN5066
 DN5066.The modeled gravity was interpolated from observed gravity values.
 DN5066
 DN5066;                    North         East    Units  Estimated Accuracy
 DN5066;SPC WI N     -    58,564.      568,998.      MT  (+/- 10 meters HH2 GPS)
 DN5066
 DN5066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0258663219(NAD 83)
 DN5066
 DN5066                          SUPERSEDED SURVEY CONTROL
 DN5066
 DN5066.No superseded survey control is available for this station.
 DN5066
 DN5066_MARKER: DD = SURVEY DISK
 DN5066_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5066_SP_SET: BRIDGE ABUTMENT
 DN5066_STAMPING: 7T05 2006
 DN5066_MARK LOGO: WIDT
 DN5066_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5066+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2010
 DN5066
 DN5066  HISTORY     - Date     Condition        Report By
 DN5066  HISTORY     - 2006     MONUMENTED       WIDT
 DN5066  HISTORY     - 20100624 GOOD             WIDT
 DN5066
 DN5066                          STATION DESCRIPTION
 DN5066
 DN5066'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5066'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN5066'HIGHWAY H IN THE CITY OF PHILLIPS, GO EAST AND NORTHEAST ON COUNTY
 DN5066'HIGHWAY H FOR 0.12 MI (0.2 KM) TO BRIDGE -B-50-28-74- OVER THE ELK
 DN5066'RIVER CHAIN AND THE STATION ON THE RIGHT.
 DN5066'
 DN5066'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5066'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5066'THE SOUTHEAST END OF THE SOUTHWEST BRIDGE ABUTMENT APPROXIMATELY LEVEL
 DN5066'WITH THE HIGHWAY PAVEMENT.
 DN5066'
 DN5066'THE STATION IS 5.0 M (16.4 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DN5066'HIGHWAY H, 0.78 MI (1.3 KM) SOUTHWEST OF THE WEST END OF AIRPORT ROAD,
 DN5066'1.0 M (3.3 FT) NORTHEAST OF THE BACK SIDE OF THE ABUTMENT, 1.3 M (4.3
 DN5066'FT) SOUTHWEST OF THE EXPANSION JOINT AND 2.0 M (6.6 FT) NORTHEAST OF A
 DN5066'WHITE PLASTIC WITNESS POST.
 DN5066'
 DN5066'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5066'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5065 ***********************************************************************
 DN5065  DESIGNATION -  7T06
 DN5065  PID         -  DN5065
 DN5065  STATE/COUNTY-  WI/PRICE
 DN5065  COUNTRY     -  US
 DN5065  USGS QUAD   -  PHILLIPS (2018)
 DN5065
 DN5065                         *CURRENT SURVEY CONTROL
 DN5065  ______________________________________________________________________
 DN5065* NAD 83(1986) POSITION- 45 43 04.2    (N) 090 25 45.7    (W)   HD_HELD2
 DN5065* NAVD 88 ORTHO HEIGHT -   451.322 (meters)     1480.71  (feet) ADJUSTED
 DN5065  ______________________________________________________________________
 DN5065  GEOID HEIGHT    -        -30.715 (meters)                     GEOID18
 DN5065  DYNAMIC HEIGHT  -        451.296 (meters)     1480.63  (feet) COMP
 DN5065  MODELED GRAVITY -    980,544.3   (mgal)                       NAVD 88
 DN5065
 DN5065  VERT ORDER      -  SECOND    CLASS I
 DN5065
 DN5065.The horizontal coordinates were established by autonomous hand held GPS
 DN5065.observations and have an estimated accuracy of +/- 10 meters.
 DN5065
 DN5065.The orthometric height was determined by differential leveling and
 DN5065.adjusted by the WI DEPT OF TRANSP
 DN5065.in May 2012.
 DN5065
 DN5065.No vertical observational check was made to the station.
 DN5065
 DN5065.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5065.GEOID18 height accuracy estimate available here.
 DN5065
 DN5065.Click photographs - Photos may exist for this station.
 DN5065
 DN5065.The dynamic height is computed by dividing the NAVD 88
 DN5065.geopotential number by the normal gravity value computed on the
 DN5065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5065.degrees latitude (g = 980.6199 gals.).
 DN5065
 DN5065.The modeled gravity was interpolated from observed gravity values.
 DN5065
 DN5065;                    North         East    Units  Estimated Accuracy
 DN5065;SPC WI N     -    61,349.      566,573.      MT  (+/- 10 meters HH2 GPS)
 DN5065
 DN5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0005865911(NAD 83)
 DN5065
 DN5065                          SUPERSEDED SURVEY CONTROL
 DN5065
 DN5065.No superseded survey control is available for this station.
 DN5065
 DN5065_MARKER: DD = SURVEY DISK
 DN5065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5065_STAMPING: 7T06 2006
 DN5065_MARK LOGO: WIDT
 DN5065_PROJECTION: FLUSH
 DN5065_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5065+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2010
 DN5065
 DN5065  HISTORY     - Date     Condition        Report By
 DN5065  HISTORY     - 2005     MONUMENTED       WIDT
 DN5065  HISTORY     - 20100622 GOOD             WIDT
 DN5065
 DN5065                          STATION DESCRIPTION
 DN5065
 DN5065'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5065'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN5065'HIGHWAY F APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE CITY OF PHILLIPS,
 DN5065'GO NORTHWEST ON STATE HIGHWAY 13 FOR 0.4 MI (0.6 KM) TO OLD 13 ROAD
 DN5065'RIGHT.  CONTINUE NORTHWEST ON STATE HIGHWAY 13 FOR 0.90 MI (1.4 KM) TO
 DN5065'THE STATION ON THE OUTSIDE OF A CURVE ON THE LEFT.
 DN5065'
 DN5065'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5065'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5065'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5065'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5065'PAVEMENT.
 DN5065'
 DN5065'THE STATION IS 19.1 M (62.7 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DN5065'HIGHWAY 13, 0.30 MI (0.5 KM) SOUTH OF PINE LANE, 82.5 M (270.7 FT)
 DN5065'SOUTH OF THE ENTRANCE TO -JAS RADIATORS- AT -N9615 AND N9621- AND IS 1
 DN5065'M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5065'
 DN5065'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN5065'QUADRANTS EXTENDING TO 30 DEGREES AND TREES IN THE EAST QUADRANTS
 DN5065'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5064 ***********************************************************************
 DN5064  DESIGNATION -  7T07
 DN5064  PID         -  DN5064
 DN5064  STATE/COUNTY-  WI/PRICE
 DN5064  COUNTRY     -  US
 DN5064  USGS QUAD   -  PHILLIPS (2018)
 DN5064
 DN5064                         *CURRENT SURVEY CONTROL
 DN5064  ______________________________________________________________________
 DN5064* NAD 83(1986) POSITION- 45 44 42.7    (N) 090 25 47.5    (W)   HD_HELD2
 DN5064* NAVD 88 ORTHO HEIGHT -   450.313 (meters)     1477.40  (feet) ADJUSTED
 DN5064  ______________________________________________________________________
 DN5064  GEOID HEIGHT    -        -30.745 (meters)                     GEOID18
 DN5064  DYNAMIC HEIGHT  -        450.285 (meters)     1477.31  (feet) COMP
 DN5064  MODELED GRAVITY -    980,540.4   (mgal)                       NAVD 88
 DN5064
 DN5064  VERT ORDER      -  SECOND    CLASS I
 DN5064
 DN5064.The horizontal coordinates were established by autonomous hand held GPS
 DN5064.observations and have an estimated accuracy of +/- 10 meters.
 DN5064
 DN5064.The orthometric height was determined by differential leveling and
 DN5064.adjusted by the WI DEPT OF TRANSP
 DN5064.in May 2012.
 DN5064
 DN5064.No vertical observational check was made to the station.
 DN5064
 DN5064.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5064.GEOID18 height accuracy estimate available here.
 DN5064
 DN5064.Click photographs - Photos may exist for this station.
 DN5064
 DN5064.The dynamic height is computed by dividing the NAVD 88
 DN5064.geopotential number by the normal gravity value computed on the
 DN5064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5064.degrees latitude (g = 980.6199 gals.).
 DN5064
 DN5064.The modeled gravity was interpolated from observed gravity values.
 DN5064
 DN5064;                    North         East    Units  Estimated Accuracy
 DN5064;SPC WI N     -    64,390.      566,550.      MT  (+/- 10 meters HH2 GPS)
 DN5064
 DN5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9992168950(NAD 83)
 DN5064
 DN5064                          SUPERSEDED SURVEY CONTROL
 DN5064
 DN5064.No superseded survey control is available for this station.
 DN5064
 DN5064_MARKER: DD = SURVEY DISK
 DN5064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5064_STAMPING: 7T07 2006
 DN5064_MARK LOGO: WIDT
 DN5064_PROJECTION: FLUSH
 DN5064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5064+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2010
 DN5064
 DN5064  HISTORY     - Date     Condition        Report By
 DN5064  HISTORY     - 2005     MONUMENTED       WIDT
 DN5064  HISTORY     - 20100622 GOOD             WIDT
 DN5064
 DN5064                          STATION DESCRIPTION
 DN5064
 DN5064'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5064'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN5064'HIGHWAY F APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE CITY OF PHILLIPS,
 DN5064'GO NORTHWEST AND NORTH ON STATE HIGHWAY 13 FOR 3.2 MI (5.1 KM) TO
 DN5064'SPRING ROAD LEFT AND THE STATION IN THE NORTHWEST QUADRANT ON THE
 DN5064'LEFT.
 DN5064'
 DN5064'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5064'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5064'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5064'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DN5064'PAVEMENT.
 DN5064'
 DN5064'THE STATION IS 15.9 M (52.2 FT) WEST OF THE CENTERLINE OF STATE
 DN5064'HIGHWAY 13, 19.1 M (62.7 FT) NORTH OF THE CENTERLINE OF SPRING ROAD,
 DN5064'21.4 M (70.2 FT) NORTHEAST OF THE TOP CENTER OF TELEPHONE PEDESTAL -C3
 DN5064'M 6- ATTACHED TO A WOODEN POST, 11.2 M (36.7 FT) NORTH OF A -SPRING
 DN5064'RD- METAL SIGN POST WITH A -DEAD END- SIGN ATTACHED, 10.6 M (34.8 FT)
 DN5064'EAST-NORTHEAST OF AN -UNDERGROUND FIBER OPTIC CABLE- SIGN METAL POST
 DN5064'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5064'STATION.
 DN5064'
 DN5064'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST AND
 DN5064'EAST QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5222 ***********************************************************************
 DN5222  DESIGNATION -  7T09
 DN5222  PID         -  DN5222
 DN5222  STATE/COUNTY-  WI/PRICE
 DN5222  COUNTRY     -  US
 DN5222  USGS QUAD   -  BRANTWOOD (2018)
 DN5222
 DN5222                         *CURRENT SURVEY CONTROL
 DN5222  ______________________________________________________________________
 DN5222* NAD 83(1986) POSITION- 45 34 37.2    (N) 090 07 00.1    (W)   HD_HELD2
 DN5222* NAVD 88 ORTHO HEIGHT -   517.092 (meters)     1696.49  (feet) ADJUSTED
 DN5222  ______________________________________________________________________
 DN5222  GEOID HEIGHT    -        -30.796 (meters)                     GEOID18
 DN5222  DYNAMIC HEIGHT  -        517.065 (meters)     1696.40  (feet) COMP
 DN5222  MODELED GRAVITY -    980,548.6   (mgal)                       NAVD 88
 DN5222
 DN5222  VERT ORDER      -  SECOND    CLASS I
 DN5222
 DN5222.The horizontal coordinates were established by autonomous hand held GPS
 DN5222.observations and have an estimated accuracy of +/- 10 meters.
 DN5222
 DN5222.The orthometric height was determined by differential leveling and
 DN5222.adjusted by the WI DEPT OF TRANSP
 DN5222.in May 2012.
 DN5222
 DN5222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5222.GEOID18 height accuracy estimate available here.
 DN5222
 DN5222.Click photographs - Photos may exist for this station.
 DN5222
 DN5222.The dynamic height is computed by dividing the NAVD 88
 DN5222.geopotential number by the normal gravity value computed on the
 DN5222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5222.degrees latitude (g = 980.6199 gals.).
 DN5222
 DN5222.The modeled gravity was interpolated from observed gravity values.
 DN5222
 DN5222;                    North         East    Units  Estimated Accuracy
 DN5222;SPC WI N     -    45,613.      590,892.      MT  (+/- 10 meters HH2 GPS)
 DN5222
 DN5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2495451095(NAD 83)
 DN5222
 DN5222                          SUPERSEDED SURVEY CONTROL
 DN5222
 DN5222.No superseded survey control is available for this station.
 DN5222
 DN5222_MARKER: DD = SURVEY DISK
 DN5222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5222_STAMPING: 7T09 2006
 DN5222_MARK LOGO: WIDT
 DN5222_PROJECTION: RECESSED 10 CENTIMETERS
 DN5222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5222+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2010
 DN5222
 DN5222  HISTORY     - Date     Condition        Report By
 DN5222  HISTORY     - 2005     MONUMENTED       WIDT
 DN5222  HISTORY     - 20100706 GOOD             WIDT
 DN5222
 DN5222                          STATION DESCRIPTION
 DN5222
 DN5222'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5222'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DN5222'HIGHWAY D NORTH AND STADIUM ROAD SOUTH IN THE COMMUNITY OF BRANTWOOD,
 DN5222'GO NORTH ON COUNTY HIGHWAY D FOR 0.6 MI (1.0 KM) TO BRANTWOOD AVENUE.
 DN5222'CONTINUE NORTH ON COUNTY HIGHWAY D FOR 1.0 MI (1.6 KM) TO THE STATION
 DN5222'ON THE LEFT.
 DN5222'
 DN5222'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5222'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5222'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 10 CM (4
 DN5222'INCHES) BELOW GROUND LEVEL AND APPROXIMATELY 0.2 M (0.7 FT) HIGHER
 DN5222'THAN THE HIGHWAY PAVEMENT.
 DN5222'
 DN5222'THE STATION IS 9.3 M (30.5 FT) WEST OF THE CENTERLINE OF COUNTY
 DN5222'HIGHWAY D, 0.48 MI (0.8 KM) SOUTH OF JOHNSON AVENUE, 10.2 M (33.5 FT)
 DN5222'NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE -N5482-, 4.7 M
 DN5222'(15.4 FT) SOUTH OF THE CENTERLINE OF A GATED FIELD ENTRANCE, 2.0 M
 DN5222'(6.6 FT) SOUTH-SOUTHEAST OF A METAL GATE POST, 2.0 M (6.6 FT)
 DN5222'NORTH-NORTHEAST OF THE TOP CENTER OF TELEPHONE PEDESTAL -D 13-, 1.2 M
 DN5222'(3.9 FT) EAST OF A BARBED WIRE FENCE AND 1.0 M (3.3 FT) SOUTH AND 1.0
 DN5222'M (3.3 FT) NORTH OF TWO WHITE PLASTIC WITNESS POSTS.
 DN5222'
 DN5222'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DN5222'AND SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5224 ***********************************************************************
 DN5224  DESIGNATION -  7T10
 DN5224  PID         -  DN5224
 DN5224  STATE/COUNTY-  WI/PRICE
 DN5224  COUNTRY     -  US
 DN5224  USGS QUAD   -  THUNDER CREEK (2018)
 DN5224
 DN5224                         *CURRENT SURVEY CONTROL
 DN5224  ______________________________________________________________________
 DN5224* NAD 83(1986) POSITION- 45 37 38.9    (N) 090 06 57.2    (W)   HD_HELD2
 DN5224* NAVD 88 ORTHO HEIGHT -   515.876 (meters)     1692.50  (feet) ADJUSTED
 DN5224  ______________________________________________________________________
 DN5224  GEOID HEIGHT    -        -30.710 (meters)                     GEOID18
 DN5224  DYNAMIC HEIGHT  -        515.853 (meters)     1692.43  (feet) COMP
 DN5224  MODELED GRAVITY -    980,555.0   (mgal)                       NAVD 88
 DN5224
 DN5224  VERT ORDER      -  SECOND    CLASS I
 DN5224
 DN5224.The horizontal coordinates were established by autonomous hand held GPS
 DN5224.observations and have an estimated accuracy of +/- 10 meters.
 DN5224
 DN5224.The orthometric height was determined by differential leveling and
 DN5224.adjusted by the WI DEPT OF TRANSP
 DN5224.in May 2012.
 DN5224
 DN5224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5224.GEOID18 height accuracy estimate available here.
 DN5224
 DN5224.Click photographs - Photos may exist for this station.
 DN5224
 DN5224.The dynamic height is computed by dividing the NAVD 88
 DN5224.geopotential number by the normal gravity value computed on the
 DN5224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5224.degrees latitude (g = 980.6199 gals.).
 DN5224
 DN5224.The modeled gravity was interpolated from observed gravity values.
 DN5224
 DN5224;                    North         East    Units  Estimated Accuracy
 DN5224;SPC WI N     -    51,222.      590,963.      MT  (+/- 10 meters HH2 GPS)
 DN5224
 DN5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2481556704(NAD 83)
 DN5224
 DN5224                          SUPERSEDED SURVEY CONTROL
 DN5224
 DN5224.No superseded survey control is available for this station.
 DN5224
 DN5224_MARKER: DD = SURVEY DISK
 DN5224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5224_STAMPING: 7T10 2006
 DN5224_MARK LOGO: WIDT
 DN5224_PROJECTION: RECESSED 5 CENTIMETERS
 DN5224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5224+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2010
 DN5224
 DN5224  HISTORY     - Date     Condition        Report By
 DN5224  HISTORY     - 2005     MONUMENTED       WIDT
 DN5224  HISTORY     - 20100706 GOOD             WIDT
 DN5224
 DN5224                          STATION DESCRIPTION
 DN5224
 DN5224'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5224'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DN5224'HIGHWAY H NORTH AND ALFALFA ROAD SOUTH APPROXIMATELY 8.6 MI (13.8 KM)
 DN5224'SOUTHEAST OF THE CITY OF PHILLIPS, GO EAST, NORTH AND EAST ON COUNTY
 DN5224'HIGHWAY D FOR 6.0 MI (9.7 KM) TO COUNTY HIGHWAY D CURVING RIGHT,
 DN5224'NEWLIN ROAD LEFT AND CHEQUAMEGON DRIVE AHEAD, CURVE RIGHT AND GO
 DN5224'SOUTH, EAST AND SOUTH ON COUNTY HIGHWAY D FOR 3.56 MI (5.7 KM) TO THE
 DN5224'STATION ON THE LEFT.
 DN5224'
 DN5224'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5224'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5224'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 5 CM (2
 DN5224'INCHES) BELOW GROUND LEVEL AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DN5224'PAVEMENT.
 DN5224'
 DN5224'THE STATION IS 9.2 M (30.2 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5224'HIGHWAY D, 68.6 M (225.1 FT) SOUTH OF THE CENTERLINE OF PRIVATE
 DN5224'ENTRANCE -N6954-, 41.5 M (136.2 FT) NORTH OF TELEPHONE PEDESTAL -D
 DN5224'31-, 40.0 M (131.2 FT) NORTH-NORTHEAST OF A POWER POLE, 17.1 M (56.1
 DN5224'FT) EAST-SOUTHEAST OF A -LEFT CURVE AHEAD 20 MPH- METAL SIGN POST, 1.7
 DN5224'M (5.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE AND IS
 DN5224'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5224'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTH AND
 DN5224'IN THE SOUTHEAST QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5225 ***********************************************************************
 DN5225  DESIGNATION -  7T11
 DN5225  PID         -  DN5225
 DN5225  STATE/COUNTY-  WI/PRICE
 DN5225  COUNTRY     -  US
 DN5225  USGS QUAD   -  DOVER (2018)
 DN5225
 DN5225                         *CURRENT SURVEY CONTROL
 DN5225  ______________________________________________________________________
 DN5225* NAD 83(1986) POSITION- 45 39 06.9    (N) 090 07 31.3    (W)   HD_HELD2
 DN5225* NAVD 88 ORTHO HEIGHT -   523.487 (meters)     1717.47  (feet) ADJUSTED
 DN5225  ______________________________________________________________________
 DN5225  GEOID HEIGHT    -        -30.654 (meters)                     GEOID18
 DN5225  DYNAMIC HEIGHT  -        523.467 (meters)     1717.41  (feet) COMP
 DN5225  MODELED GRAVITY -    980,559.5   (mgal)                       NAVD 88
 DN5225
 DN5225  VERT ORDER      -  SECOND    CLASS I
 DN5225
 DN5225.The horizontal coordinates were established by autonomous hand held GPS
 DN5225.observations and have an estimated accuracy of +/- 10 meters.
 DN5225
 DN5225.The orthometric height was determined by differential leveling and
 DN5225.adjusted by the WI DEPT OF TRANSP
 DN5225.in May 2012.
 DN5225
 DN5225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5225.GEOID18 height accuracy estimate available here.
 DN5225
 DN5225.Click photographs - Photos may exist for this station.
 DN5225
 DN5225.The dynamic height is computed by dividing the NAVD 88
 DN5225.geopotential number by the normal gravity value computed on the
 DN5225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5225.degrees latitude (g = 980.6199 gals.).
 DN5225
 DN5225.The modeled gravity was interpolated from observed gravity values.
 DN5225
 DN5225;                    North         East    Units  Estimated Accuracy
 DN5225;SPC WI N     -    53,940.      590,229.      MT  (+/- 10 meters HH2 GPS)
 DN5225
 DN5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2397959393(NAD 83)
 DN5225
 DN5225                          SUPERSEDED SURVEY CONTROL
 DN5225
 DN5225.No superseded survey control is available for this station.
 DN5225
 DN5225_MARKER: DD = SURVEY DISK
 DN5225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5225_STAMPING: 7T11 2006
 DN5225_MARK LOGO: WIDT
 DN5225_PROJECTION: RECESSED 15 CENTIMETERS
 DN5225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5225+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2010
 DN5225
 DN5225  HISTORY     - Date     Condition        Report By
 DN5225  HISTORY     - 2005     MONUMENTED       WIDT
 DN5225  HISTORY     - 20100707 GOOD             WIDT
 DN5225
 DN5225                          STATION DESCRIPTION
 DN5225
 DN5225'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5225'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DN5225'HIGHWAY H NORTH AND ALFALFA ROAD SOUTH APPROXIMATELY 8.6 MI (13.8 KM)
 DN5225'SOUTHEAST OF THE CITY OF PHILLIPS, GO EAST, NORTH AND EAST ON COUNTY
 DN5225'HIGHWAY D FOR 6.0 MI (9.7 KM) TO COUNTY HIGHWAY D CURVING RIGHT,
 DN5225'NEWLIN ROAD LEFT AND CHEQUAMEGON DRIVE AHEAD, CURVE RIGHT AND GO SOUTH
 DN5225'ON COUNTY HIGHWAY D FOR 1.40 MI (2.3 KM) TO THE STATION ON THE LEFT.
 DN5225'
 DN5225'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5225'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5225'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 15 CM (6
 DN5225'INCHES) BELOW GROUND LEVEL AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN
 DN5225'THE HIGHWAY PAVEMENT.
 DN5225'
 DN5225'THE STATION IS 8.7 M (28.5 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5225'HIGHWAY D, 26.6 M (87.3 FT) NORTH OF THE CENTERLINE OF THE SOUTH
 DN5225'ENTRANCE TO A PICNIC AREA, 14.9 M (48.9 FT) SOUTH OF THE EXTENDED
 DN5225'CENTERLINE OF A WOODS ENTRANCE, 8.4 M (27.6 FT) SOUTH OF THE
 DN5225'CENTERLINE OF THE NORTH ENTRANCE TO A PICNIC AREA AT -N7534- AND IS 1
 DN5225'M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5225'
 DN5225'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DN5225'QUADRANTS EXTENDING TO 85 DEGREES AND TREES IN THE WEST QUADRANTS
 DN5225'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5227 ***********************************************************************
 DN5227  DESIGNATION -  7T12
 DN5227  PID         -  DN5227
 DN5227  STATE/COUNTY-  WI/PRICE
 DN5227  COUNTRY     -  US
 DN5227  USGS QUAD   -  THUNDER CREEK (2018)
 DN5227
 DN5227                         *CURRENT SURVEY CONTROL
 DN5227  ______________________________________________________________________
 DN5227* NAD 83(1986) POSITION- 45 41 20.8    (N) 090 06 06.7    (W)   HD_HELD2
 DN5227* NAVD 88 ORTHO HEIGHT -   534.224 (meters)     1752.70  (feet) ADJUSTED
 DN5227  ______________________________________________________________________
 DN5227  GEOID HEIGHT    -        -30.648 (meters)                     GEOID18
 DN5227  DYNAMIC HEIGHT  -        534.204 (meters)     1752.63  (feet) COMP
 DN5227  MODELED GRAVITY -    980,559.5   (mgal)                       NAVD 88
 DN5227
 DN5227  VERT ORDER      -  SECOND    CLASS I
 DN5227
 DN5227.The horizontal coordinates were established by autonomous hand held GPS
 DN5227.observations and have an estimated accuracy of +/- 10 meters.
 DN5227
 DN5227.The orthometric height was determined by differential leveling and
 DN5227.adjusted by the WI DEPT OF TRANSP
 DN5227.in May 2012.
 DN5227
 DN5227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5227.GEOID18 height accuracy estimate available here.
 DN5227
 DN5227.Click photographs - Photos may exist for this station.
 DN5227
 DN5227.The dynamic height is computed by dividing the NAVD 88
 DN5227.geopotential number by the normal gravity value computed on the
 DN5227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5227.degrees latitude (g = 980.6199 gals.).
 DN5227
 DN5227.The modeled gravity was interpolated from observed gravity values.
 DN5227
 DN5227;                    North         East    Units  Estimated Accuracy
 DN5227;SPC WI N     -    58,071.      592,066.      MT  (+/- 10 meters HH2 GPS)
 DN5227
 DN5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2566063592(NAD 83)
 DN5227
 DN5227                          SUPERSEDED SURVEY CONTROL
 DN5227
 DN5227.No superseded survey control is available for this station.
 DN5227
 DN5227_MARKER: DD = SURVEY DISK
 DN5227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5227_STAMPING: 7T12 2006
 DN5227_MARK LOGO: WIDT
 DN5227_PROJECTION: FLUSH
 DN5227_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5227+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2010
 DN5227
 DN5227  HISTORY     - Date     Condition        Report By
 DN5227  HISTORY     - 2005     MONUMENTED       WIDT
 DN5227  HISTORY     - 20100707 GOOD             WIDT
 DN5227
 DN5227                          STATION DESCRIPTION
 DN5227
 DN5227'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5227'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DN5227'HIGHWAY H APPROXIMATELY 8 MI (12.9 KM) SOUTHEAST OF THE CITY OF
 DN5227'PHILLIPS, GO EAST ON COUNTY HIGHWAY D FOR 6.0 MI (9.7 KM) TO COUNTY
 DN5227'HIGHWAY D CURVING RIGHT, NEWLIN ROAD LEFT AND CHEQUAMEGON DRIVE AHEAD.
 DN5227'CONTINUE EAST ON CHEQUAMEGON DRIVE FOR 1.0 MI (1.6 KM) TO FOREST ROAD
 DN5227'130 RIGHT AND FOREST ROAD 132 LEFT, CURVE LEFT AND GO NORTH ON FOREST
 DN5227'ROAD 132 FOR 1.21 MI (1.9 KM) TO THE STATION ON THE LEFT.
 DN5227'
 DN5227'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5227'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5227'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5227'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5227'
 DN5227'THE STATION IS 6.8 M (22.3 FT) WEST OF THE CENTERLINE OF FOREST ROAD
 DN5227'132, 0.60 MI (1.0 KM) SOUTH OF FOREST ROAD 501, 0.18 MI (0.3 KM) NORTH
 DN5227'OF PRIVATE ENTRANCE -N8501-, 3.3 M (10.8 FT) SOUTH OF THE TOP CENTER
 DN5227'OF TELEPHONE PEDESTAL -C1 129- AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5227'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5227'
 DN5227'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN5227'QUADRANTS EXTENDING TO 60 DEGREES AND TREES IN THE EAST QUADRANTS
 DN5227'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5228 ***********************************************************************
 DN5228  DESIGNATION -  7T13
 DN5228  PID         -  DN5228
 DN5228  STATE/COUNTY-  WI/PRICE
 DN5228  COUNTRY     -  US
 DN5228  USGS QUAD   -  THUNDER CREEK (2018)
 DN5228
 DN5228                         *CURRENT SURVEY CONTROL
 DN5228  ______________________________________________________________________
 DN5228* NAD 83(1986) POSITION- 45 42 53.9    (N) 090 06 52.4    (W)   HD_HELD2
 DN5228* NAVD 88 ORTHO HEIGHT -   525.947 (meters)     1725.54  (feet) ADJUSTED
 DN5228  ______________________________________________________________________
 DN5228  GEOID HEIGHT    -        -30.631 (meters)                     GEOID18
 DN5228  DYNAMIC HEIGHT  -        525.928 (meters)     1725.48  (feet) COMP
 DN5228  MODELED GRAVITY -    980,561.9   (mgal)                       NAVD 88
 DN5228
 DN5228  VERT ORDER      -  SECOND    CLASS I
 DN5228
 DN5228.The horizontal coordinates were established by autonomous hand held GPS
 DN5228.observations and have an estimated accuracy of +/- 10 meters.
 DN5228
 DN5228.The orthometric height was determined by differential leveling and
 DN5228.adjusted by the WI DEPT OF TRANSP
 DN5228.in May 2012.
 DN5228
 DN5228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5228.GEOID18 height accuracy estimate available here.
 DN5228
 DN5228.Click photographs - Photos may exist for this station.
 DN5228
 DN5228.The dynamic height is computed by dividing the NAVD 88
 DN5228.geopotential number by the normal gravity value computed on the
 DN5228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5228.degrees latitude (g = 980.6199 gals.).
 DN5228
 DN5228.The modeled gravity was interpolated from observed gravity values.
 DN5228
 DN5228;                    North         East    Units  Estimated Accuracy
 DN5228;SPC WI N     -    60,947.      591,081.      MT  (+/- 10 meters HH2 GPS)
 DN5228
 DN5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2456866429(NAD 83)
 DN5228
 DN5228                          SUPERSEDED SURVEY CONTROL
 DN5228
 DN5228.No superseded survey control is available for this station.
 DN5228
 DN5228_MARKER: DD = SURVEY DISK
 DN5228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5228_STAMPING: 7T13 2006
 DN5228_MARK LOGO: WIDT
 DN5228_PROJECTION: FLUSH
 DN5228_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5228+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2010
 DN5228
 DN5228  HISTORY     - Date     Condition        Report By
 DN5228  HISTORY     - 2005     MONUMENTED       WIDT
 DN5228  HISTORY     - 20100708 GOOD             WIDT
 DN5228
 DN5228                          STATION DESCRIPTION
 DN5228
 DN5228'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5228'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN5228'HIGHWAY H IN THE CITY OF PHILLIPS, GO NORTHEAST ON COUNTY HIGHWAY H
 DN5228'FOR 10.0 MI (16.1 KM) TO COUNTY H CURVING RIGHT AND SHEEP RANCH ROAD
 DN5228'AHEAD, GO EAST ON SHEEP RANCH ROAD BECOMING FOREST ROAD 131 FOR 6.0 MI
 DN5228'(9.7 KM) TO FOREST ROAD 132 CROSSING AND FOREST ROAD 131 AHEAD.  TURN
 DN5228'RIGHT AND GO SOUTH ON FOREST ROAD 132 FOR 3.06 MI (4.9 KM) TO FOREST
 DN5228'ROAD 503 RIGHT.  CONTINUE SOUTH ON FOREST ROAD 132 FOR 0.54 MI (0.9
 DN5228'KM) TO THE STATION ON THE LEFT.
 DN5228'
 DN5228'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5228'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5228'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5228'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE ROAD PAVEMENT.
 DN5228'THE STATION IS 6.7 M (22.0 FT) NORTH OF THE CENTERLINE OF FOREST ROAD
 DN5228'132, 1.50 MI (2.4 KM) NORTHWEST OF FOREST ROAD 501 AND IS 1 M (3.3 FT)
 DN5228'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5228'
 DN5228'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5228'QUADRANTS EXTENDING TO 80 DEGREES, TREES IN THE EAST AND WEST
 DN5228'QUADRANTS EXTENDING TO 60 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DN5228'EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5229 ***********************************************************************
 DN5229  DESIGNATION -  7T14
 DN5229  PID         -  DN5229
 DN5229  STATE/COUNTY-  WI/PRICE
 DN5229  COUNTRY     -  US
 DN5229  USGS QUAD   -  THUNDER CREEK (2018)
 DN5229
 DN5229                         *CURRENT SURVEY CONTROL
 DN5229  ______________________________________________________________________
 DN5229* NAD 83(1986) POSITION- 45 44 30.4    (N) 090 07 21.2    (W)   HD_HELD2
 DN5229* NAVD 88 ORTHO HEIGHT -   524.662 (meters)     1721.33  (feet) ADJUSTED
 DN5229  ______________________________________________________________________
 DN5229  GEOID HEIGHT    -        -30.647 (meters)                     GEOID18
 DN5229  DYNAMIC HEIGHT  -        524.643 (meters)     1721.27  (feet) COMP
 DN5229  MODELED GRAVITY -    980,562.6   (mgal)                       NAVD 88
 DN5229
 DN5229  VERT ORDER      -  SECOND    CLASS I
 DN5229
 DN5229.The horizontal coordinates were established by autonomous hand held GPS
 DN5229.observations and have an estimated accuracy of +/- 10 meters.
 DN5229
 DN5229.The orthometric height was determined by differential leveling and
 DN5229.adjusted by the WI DEPT OF TRANSP
 DN5229.in May 2012.
 DN5229
 DN5229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5229.GEOID18 height accuracy estimate available here.
 DN5229
 DN5229.Click photographs - Photos may exist for this station.
 DN5229
 DN5229.The dynamic height is computed by dividing the NAVD 88
 DN5229.geopotential number by the normal gravity value computed on the
 DN5229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5229.degrees latitude (g = 980.6199 gals.).
 DN5229
 DN5229.The modeled gravity was interpolated from observed gravity values.
 DN5229
 DN5229;                    North         East    Units  Estimated Accuracy
 DN5229;SPC WI N     -    63,927.      590,463.      MT  (+/- 10 meters HH2 GPS)
 DN5229
 DN5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2383969385(NAD 83)
 DN5229
 DN5229                          SUPERSEDED SURVEY CONTROL
 DN5229
 DN5229.No superseded survey control is available for this station.
 DN5229
 DN5229_MARKER: DD = SURVEY DISK
 DN5229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5229_STAMPING: 7T14 2006
 DN5229_MARK LOGO: WIDT
 DN5229_PROJECTION: FLUSH
 DN5229_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5229+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2010
 DN5229
 DN5229  HISTORY     - Date     Condition        Report By
 DN5229  HISTORY     - 2005     MONUMENTED       WIDT
 DN5229  HISTORY     - 20100708 GOOD             WIDT
 DN5229
 DN5229                          STATION DESCRIPTION
 DN5229
 DN5229'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5229'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN5229'HIGHWAY H IN THE CITY OF PHILLIPS, GO NORTHEAST ON COUNTY HIGHWAY H
 DN5229'FOR 10.0 MI (16.1 KM) TO COUNTY H CURVING RIGHT AND SHEEP RANCH ROAD
 DN5229'AHEAD, GO EAST ON SHEEP RANCH ROAD BECOMING FOREST ROAD 131 FOR 6.0 MI
 DN5229'(9.7 KM) TO FOREST ROAD 132 CROSSING AND FOREST ROAD 131 AHEAD.  TURN
 DN5229'RIGHT AND GO SOUTH ON FOREST ROAD 132 FOR 1.38 MI (2.2 KM) TO THE
 DN5229'STATION ON THE RIGHT.
 DN5229'
 DN5229'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5229'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5229'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5229'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5229'
 DN5229'THE STATION IS 5.8 M (19.0 FT) WEST OF THE CENTERLINE OF FOREST ROAD
 DN5229'132, 1.69 MI (2.7 KM) NORTH OF FOREST ROAD 503, 0.93 MI (1.5 KM) SOUTH
 DN5229'OF A NARROW ROAD TO THE ELK RIVER LOOKOUT TOWER, 4.2 M (13.8 FT)
 DN5229'EAST-NORTHEAST OF A FOREST SERVICE WALKING TRAIL WOODEN SIGN POST, 3.1
 DN5229'M (10.2 FT) NORTH OF THE CENTERLINE OF A HIKING TRAIL ENTRANCE AND IS
 DN5229'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5229'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL QUADRANTS
 DN5229'EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5226 ***********************************************************************
 DN5226  DESIGNATION -  7T30
 DN5226  PID         -  DN5226
 DN5226  STATE/COUNTY-  WI/PRICE
 DN5226  COUNTRY     -  US
 DN5226  USGS QUAD   -  THUNDER CREEK (2018)
 DN5226
 DN5226                         *CURRENT SURVEY CONTROL
 DN5226  ______________________________________________________________________
 DN5226* NAD 83(1986) POSITION- 45 40 20.     (N) 090 06 23.     (W)   SCALED
 DN5226* NAVD 88 ORTHO HEIGHT -   523.118 (meters)     1716.26  (feet) ADJUSTED
 DN5226  ______________________________________________________________________
 DN5226  GEOID HEIGHT    -        -30.655 (meters)                     GEOID18
 DN5226  DYNAMIC HEIGHT  -        523.097 (meters)     1716.19  (feet) COMP
 DN5226  MODELED GRAVITY -    980,558.8   (mgal)                       NAVD 88
 DN5226
 DN5226  VERT ORDER      -  SECOND    CLASS I
 DN5226
 DN5226.The horizontal coordinates were scaled from a map and have
 DN5226.an estimated accuracy of +/- 6 seconds.
 DN5226
 DN5226.The orthometric height was determined by differential leveling and
 DN5226.adjusted by the WI DEPT OF TRANSP
 DN5226.in May 2012.
 DN5226
 DN5226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5226.GEOID18 height accuracy estimate available here.
 DN5226
 DN5226.Click photographs - Photos may exist for this station.
 DN5226
 DN5226.The dynamic height is computed by dividing the NAVD 88
 DN5226.geopotential number by the normal gravity value computed on the
 DN5226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5226.degrees latitude (g = 980.6199 gals.).
 DN5226
 DN5226.The modeled gravity was interpolated from observed gravity values.
 DN5226
 DN5226;                    North         East    Units  Estimated Accuracy
 DN5226;SPC WI N     -    56,200.      591,710.      MT  (+/- 180 meters Scaled)
 DN5226
 DN5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL253617(NAD 83)
 DN5226
 DN5226                          SUPERSEDED SURVEY CONTROL
 DN5226
 DN5226.No superseded survey control is available for this station.
 DN5226
 DN5226_MARKER: DD = SURVEY DISK
 DN5226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5226_STAMPING: 7T30 2009
 DN5226_MARK LOGO: WIDT
 DN5226_PROJECTION: FLUSH
 DN5226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5226+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2010
 DN5226
 DN5226  HISTORY     - Date     Condition        Report By
 DN5226  HISTORY     - 2009     MONUMENTED       WIDT
 DN5226  HISTORY     - 20100407 GOOD             WIDT
 DN5226
 DN5226                          STATION DESCRIPTION
 DN5226
 DN5226'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5226'TO REACH THE STATION FROM THE JUNCTION OF USH 8 AND COUNTY HIGHWAY D
 DN5226'SOUTH OF THE COMMUNITY OF BRANTWOOD, GO NORTH 9.6 MI (15.4 KM) NORTH
 DN5226'COUNTY HIGHWAY D TO CHEQUAMEGON DRIVE, GO EAST ON CHEQUAMEGON DRIVE
 DN5226'FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT, 10 FT (3.0 M) SOUTH
 DN5226'OF EDGE OF GRAVEL.
 DN5226'
 DN5226'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5226'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT AND APPROXIMATELY
 DN5226'LEVEL WITH THE ROAD SURFACE.
 DN5226'
 DN5226'THE STATION IS 0.1 MI (0.2 KM) WEST OF FOREST ROAD 130/132, 75 FT
 DN5226'(22.9 M) WEST OF POWER POLE 'AES 1989' AND IS 1 M (3.3 FT) FROM THREE
 DN5226'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5226'
 DN5226'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5226'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5230 ***********************************************************************
 DN5230  DESIGNATION -  7T31
 DN5230  PID         -  DN5230
 DN5230  STATE/COUNTY-  WI/PRICE
 DN5230  COUNTRY     -  US
 DN5230  USGS QUAD   -  PIKE LAKE SE (2018)
 DN5230
 DN5230                         *CURRENT SURVEY CONTROL
 DN5230  ______________________________________________________________________
 DN5230* NAD 83(1986) POSITION- 45 45 35.     (N) 090 06 46.     (W)   SCALED
 DN5230* NAVD 88 ORTHO HEIGHT -   526.388 (meters)     1726.99  (feet) ADJUSTED
 DN5230  ______________________________________________________________________
 DN5230  GEOID HEIGHT    -        -30.675 (meters)                     GEOID18
 DN5230  DYNAMIC HEIGHT  -        526.368 (meters)     1726.93  (feet) COMP
 DN5230  MODELED GRAVITY -    980,561.2   (mgal)                       NAVD 88
 DN5230
 DN5230  VERT ORDER      -  SECOND    CLASS I
 DN5230
 DN5230.The horizontal coordinates were scaled from a map and have
 DN5230.an estimated accuracy of +/- 6 seconds.
 DN5230
 DN5230.The orthometric height was determined by differential leveling and
 DN5230.adjusted by the WI DEPT OF TRANSP
 DN5230.in May 2012.
 DN5230
 DN5230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5230.GEOID18 height accuracy estimate available here.
 DN5230
 DN5230.Click photographs - Photos may exist for this station.
 DN5230
 DN5230.The dynamic height is computed by dividing the NAVD 88
 DN5230.geopotential number by the normal gravity value computed on the
 DN5230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5230.degrees latitude (g = 980.6199 gals.).
 DN5230
 DN5230.The modeled gravity was interpolated from observed gravity values.
 DN5230
 DN5230;                    North         East    Units  Estimated Accuracy
 DN5230;SPC WI N     -    65,920.      591,230.      MT  (+/- 180 meters Scaled)
 DN5230
 DN5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL245714(NAD 83)
 DN5230
 DN5230                          SUPERSEDED SURVEY CONTROL
 DN5230
 DN5230.No superseded survey control is available for this station.
 DN5230
 DN5230_MARKER: DD = SURVEY DISK
 DN5230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5230_STAMPING: 7T31 2009
 DN5230_MARK LOGO: WIDT
 DN5230_PROJECTION: FLUSH
 DN5230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5230+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2010
 DN5230
 DN5230  HISTORY     - Date     Condition        Report By
 DN5230  HISTORY     - 20090908 MONUMENTED       WIDT
 DN5230  HISTORY     - 20100708 GOOD             WIDT
 DN5230
 DN5230                          STATION DESCRIPTION
 DN5230
 DN5230'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5230'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D AND
 DN5230'CHEQUAMEGON DRIVE APPROXIMATELY 15.5 MI (24.9 KM) EAST OF THE CITY OF
 DN5230'PHILLIPS, GO EAST ON CHEQUAMEGON DRIVE 1.0 MI (1.6 KM) TO FOREST ROAD
 DN5230'132.  TURN LEFT AND GO NORTH ON FOREST ROAD 132 FOR 8.0 MI (12.9 KM)
 DN5230'TO FOREST ROAD 131 AND STATION IN THE NORTHEAST QUADRANT OF THE FOREST
 DN5230'ROAD 131/FOREST ROAD 132 INTERSECTION.
 DN5230'
 DN5230'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5230'TOP OF A 41-CM (16 INCH) DIAMETER CONCRETE MONUMENT, APPROXIMATELY
 DN5230'LEVEL WITH THE ROAD SURFACE.
 DN5230'
 DN5230'THE STATION IS 31 FT (9.4 M) NORTH OF THE CENTERLINE OF FOREST ROAD
 DN5230'131, 32 FT (9.8 M) EAST OF THE CENTERLINE OF FOREST ROAD 132 AND IS 1
 DN5230'M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5234 ***********************************************************************
 DN5234  DESIGNATION -  7T32
 DN5234  PID         -  DN5234
 DN5234  STATE/COUNTY-  WI/PRICE
 DN5234  COUNTRY     -  US
 DN5234  USGS QUAD   -  PIKE LAKE SE (2018)
 DN5234
 DN5234                         *CURRENT SURVEY CONTROL
 DN5234  ______________________________________________________________________
 DN5234* NAD 83(1986) POSITION- 45 51 32.     (N) 090 04 22.     (W)   SCALED
 DN5234* NAVD 88 ORTHO HEIGHT -   480.933 (meters)     1577.86  (feet) ADJUSTED
 DN5234  ______________________________________________________________________
 DN5234  GEOID HEIGHT    -        -30.795 (meters)                     GEOID18
 DN5234  DYNAMIC HEIGHT  -        480.912 (meters)     1577.79  (feet) COMP
 DN5234  MODELED GRAVITY -    980,558.4   (mgal)                       NAVD 88
 DN5234
 DN5234  VERT ORDER      -  SECOND    CLASS I
 DN5234
 DN5234.The horizontal coordinates were scaled from a map and have
 DN5234.an estimated accuracy of +/- 6 seconds.
 DN5234
 DN5234.The orthometric height was determined by differential leveling and
 DN5234.adjusted by the WI DEPT OF TRANSP
 DN5234.in May 2012.
 DN5234
 DN5234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5234.GEOID18 height accuracy estimate available here.
 DN5234
 DN5234.Click photographs - Photos may exist for this station.
 DN5234
 DN5234.The dynamic height is computed by dividing the NAVD 88
 DN5234.geopotential number by the normal gravity value computed on the
 DN5234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5234.degrees latitude (g = 980.6199 gals.).
 DN5234
 DN5234.The modeled gravity was interpolated from observed gravity values.
 DN5234
 DN5234;                    North         East    Units  Estimated Accuracy
 DN5234;SPC WI N     -    76,940.      594,350.      MT  (+/- 180 meters Scaled)
 DN5234
 DN5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL272825(NAD 83)
 DN5234
 DN5234                          SUPERSEDED SURVEY CONTROL
 DN5234
 DN5234.No superseded survey control is available for this station.
 DN5234
 DN5234_MARKER: DD = SURVEY DISK
 DN5234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5234_STAMPING: 7T32 2009
 DN5234_MARK LOGO: WIDT
 DN5234_PROJECTION: FLUSH
 DN5234_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5234+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DN5234
 DN5234  HISTORY     - Date     Condition        Report By
 DN5234  HISTORY     - 2009     MONUMENTED       WIDT
 DN5234  HISTORY     - 20100713 GOOD             WIDT
 DN5234
 DN5234                          STATION DESCRIPTION
 DN5234
 DN5234'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5234'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D AND
 DN5234'CHEQUAMEGON DRIVE APPROXIMATELY 15.5 MI (24.9 KM) EAST OF THE CITY OF
 DN5234'PHILLIPS, GO EAST ON CHEQUAMEGON DRIVE 1.0 MI (1.6 KM) TO FOREST ROAD
 DN5234'132.  TURN LEFT AND GO NORTH ON FOREST ROAD 132 FOR 8.0 MI (12.9 KM)
 DN5234'TO FOREST ROAD 131 CONTINUE NORTH ON FOREST ROAD 132 FOR 7.4 MI (11.9
 DN5234'KM) TO THE STATION ON THE RIGHT.
 DN5234'
 DN5234'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5234'TOP OF A 41-CM (16 INCH) DIAMETER CONCRETE MONUMENT, APPROXIMATELY
 DN5234'LEVEL WITH THE ROAD SURFACE.
 DN5234'
 DN5234'THE STATION IS 22 FT (6.7 M) EAST OF THE CENTERLINE OF SHEEP RANCH
 DN5234'ROAD (FOREST ROAD 132), 0.15 MI (0.2 KM) SOUTH OF FOREST ROAD 522, 1.6
 DN5234'MI (2.6 KM) SOUTH OF STATE HIGHWAY 70 AND IS 1 M (3.3 FT) FROM THREE
 DN5234'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4945 ***********************************************************************
 DN4945  DESIGNATION -  7T33
 DN4945  PID         -  DN4945
 DN4945  STATE/COUNTY-  WI/PRICE
 DN4945  COUNTRY     -  US
 DN4945  USGS QUAD   -  PRIEST LAKE (2018)
 DN4945
 DN4945                         *CURRENT SURVEY CONTROL
 DN4945  ______________________________________________________________________
 DN4945* NAD 83(1986) POSITION- 45 49 53.     (N) 090 25 44.     (W)   SCALED
 DN4945* NAVD 88 ORTHO HEIGHT -   469.894 (meters)     1541.64  (feet) ADJUSTED
 DN4945  ______________________________________________________________________
 DN4945  GEOID HEIGHT    -        -30.693 (meters)                     GEOID18
 DN4945  DYNAMIC HEIGHT  -        469.870 (meters)     1541.57  (feet) COMP
 DN4945  MODELED GRAVITY -    980,549.0   (mgal)                       NAVD 88
 DN4945
 DN4945  VERT ORDER      -  SECOND    CLASS I
 DN4945
 DN4945.The horizontal coordinates were scaled from a map and have
 DN4945.an estimated accuracy of +/- 6 seconds.
 DN4945
 DN4945.The orthometric height was determined by differential leveling and
 DN4945.adjusted by the WI DEPT OF TRANSP
 DN4945.in May 2012.
 DN4945
 DN4945.No vertical observational check was made to the station.
 DN4945
 DN4945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4945.GEOID18 height accuracy estimate available here.
 DN4945
 DN4945.Click photographs - Photos may exist for this station.
 DN4945
 DN4945.The dynamic height is computed by dividing the NAVD 88
 DN4945.geopotential number by the normal gravity value computed on the
 DN4945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4945.degrees latitude (g = 980.6199 gals.).
 DN4945
 DN4945.The modeled gravity was interpolated from observed gravity values.
 DN4945
 DN4945;                    North         East    Units  Estimated Accuracy
 DN4945;SPC WI N     -    73,970.      566,680.      MT  (+/- 180 meters Scaled)
 DN4945
 DN4945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL996785(NAD 83)
 DN4945
 DN4945                          SUPERSEDED SURVEY CONTROL
 DN4945
 DN4945.No superseded survey control is available for this station.
 DN4945
 DN4945_MARKER: DD = SURVEY DISK
 DN4945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4945_STAMPING: 7T33 2009
 DN4945_MARK LOGO: WIDT
 DN4945_PROJECTION: FLUSH
 DN4945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4945+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2010
 DN4945
 DN4945  HISTORY     - Date     Condition        Report By
 DN4945  HISTORY     - 2009     MONUMENTED       WIDT
 DN4945  HISTORY     - 20100610 GOOD             WIDT
 DN4945
 DN4945                          STATION DESCRIPTION
 DN4945
 DN4945'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN4945'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND STATE
 DN4945'HIGHWAY 70 IN THE COMMUNITY OF FIFIELD, GO SOUTH 3.5 MI (5.6 KM) ON
 DN4945'STATE HIGHWAY 13 TO SIMON ROAD.  TURN RIGHT AND GO WEST ON SIMON ROAD
 DN4945'150 FT (45.7 M) TO THE STATION ON THE LEFT.
 DN4945'
 DN4945'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4945'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT AND APPROXIMATELY
 DN4945'LEVEL WITH THE ROAD SURFACE.
 DN4945'
 DN4945'THE STATION IS 20 FT (6.1 M) SOUTH OF THE CENTERLINE OF SIMON ROAD,
 DN4945'150 FT (45.7 M) WEST OF STATE HIGHWAY 13 CENTERLINE, 75 FT (22.9 M)
 DN4945'WEST OF POWER POLE 'AES 2001' AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN4945'PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5062 ***********************************************************************
 DN5062  DESIGNATION -  7T46
 DN5062  PID         -  DN5062
 DN5062  STATE/COUNTY-  WI/PRICE
 DN5062  COUNTRY     -  US
 DN5062  USGS QUAD   -  PRIEST LAKE (2018)
 DN5062
 DN5062                         *CURRENT SURVEY CONTROL
 DN5062  ______________________________________________________________________
 DN5062* NAD 83(1986) POSITION- 45 47 35.7    (N) 090 24 45.5    (W)   HD_HELD2
 DN5062* NAVD 88 ORTHO HEIGHT -   455.831 (meters)     1495.51  (feet) ADJUSTED
 DN5062  ______________________________________________________________________
 DN5062  GEOID HEIGHT    -        -30.745 (meters)                     GEOID18
 DN5062  DYNAMIC HEIGHT  -        455.804 (meters)     1495.42  (feet) COMP
 DN5062  MODELED GRAVITY -    980,542.7   (mgal)                       NAVD 88
 DN5062
 DN5062  VERT ORDER      -  SECOND    CLASS I
 DN5062
 DN5062.The horizontal coordinates were established by autonomous hand held GPS
 DN5062.observations and have an estimated accuracy of +/- 10 meters.
 DN5062
 DN5062.The orthometric height was determined by differential leveling and
 DN5062.adjusted by the WI DEPT OF TRANSP
 DN5062.in May 2012.
 DN5062
 DN5062.No vertical observational check was made to the station.
 DN5062
 DN5062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5062.GEOID18 height accuracy estimate available here.
 DN5062
 DN5062.Click photographs - Photos may exist for this station.
 DN5062
 DN5062.The dynamic height is computed by dividing the NAVD 88
 DN5062.geopotential number by the normal gravity value computed on the
 DN5062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5062.degrees latitude (g = 980.6199 gals.).
 DN5062
 DN5062.The modeled gravity was interpolated from observed gravity values.
 DN5062
 DN5062;                    North         East    Units  Estimated Accuracy
 DN5062;SPC WI N     -    69,724.      567,918.      MT  (+/- 10 meters HH2 GPS)
 DN5062
 DN5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0108874332(NAD 83)
 DN5062
 DN5062                          SUPERSEDED SURVEY CONTROL
 DN5062
 DN5062.No superseded survey control is available for this station.
 DN5062
 DN5062_MARKER: DD = SURVEY DISK
 DN5062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5062_STAMPING: 7T46 2006
 DN5062_MARK LOGO: WIDT
 DN5062_PROJECTION: FLUSH
 DN5062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5062+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2010
 DN5062
 DN5062  HISTORY     - Date     Condition        Report By
 DN5062  HISTORY     - 2005     MONUMENTED       WIDT
 DN5062  HISTORY     - 20100622 GOOD             WIDT
 DN5062
 DN5062                          STATION DESCRIPTION
 DN5062
 DN5062'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5062'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FLAMBEAU
 DN5062'AVENUE) WITH STATE HIGHWAY 70 (OAK STREET) IN THE COMMUNITY OF
 DN5062'FIFIELD, GO SOUTH ON STATE HIGHWAY 13 FOR 5.9 MI (9.5 KM) TO HOLY
 DN5062'CROSS ROAD LEFT.  TURN LEFT AND GO EAST ON HOLY CROSS ROAD FOR 0.86 MI
 DN5062'(1.4 KM) TO THE STATION ON THE RIGHT.
 DN5062'
 DN5062'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5062'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5062'INCH) DIAMETER CONCRETE POST 2.0 M (6.6 FT) DEEP, LEVEL WITH THE
 DN5062'GROUND AND APPROXIMATELY 0.4 M (1.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5062'
 DN5062'THE STATION IS 5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF HOLY CROSS
 DN5062'ROAD, 55.5 M (182.1 FT) WEST OF THE CENTERLINE OF OLD 13 ROAD, 43.0 M
 DN5062'(141.1 FT) WEST OF A -STOP- SIGN METAL POST, 34.1 M (111.9 FT)
 DN5062'SOUTHEAST OF A POWER POLE, 33.7 M (110.6 FT) SOUTHEAST OF THE TOP
 DN5062'CENTER OF TELEPHONE PEDESTAL -HCRS 3000 7 LP 12-, 1.0 M (3.3 FT) NORTH
 DN5062'OF A CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5062'T-POSTS SURROUNDING THE STATION.
 DN5062'
 DN5062'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5062'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5061 ***********************************************************************
 DN5061  DESIGNATION -  7T47
 DN5061  PID         -  DN5061
 DN5061  STATE/COUNTY-  WI/PRICE
 DN5061  COUNTRY     -  US
 DN5061  USGS QUAD   -  PRIEST LAKE (2018)
 DN5061
 DN5061                         *CURRENT SURVEY CONTROL
 DN5061  ______________________________________________________________________
 DN5061* NAD 83(1986) POSITION- 45 47 40.2    (N) 090 25 44.6    (W)   HD_HELD2
 DN5061* NAVD 88 ORTHO HEIGHT -   454.364 (meters)     1490.69  (feet) ADJUSTED
 DN5061  ______________________________________________________________________
 DN5061  GEOID HEIGHT    -        -30.741 (meters)                     GEOID18
 DN5061  DYNAMIC HEIGHT  -        454.337 (meters)     1490.60  (feet) COMP
 DN5061  MODELED GRAVITY -    980,542.8   (mgal)                       NAVD 88
 DN5061
 DN5061  VERT ORDER      -  SECOND    CLASS I
 DN5061
 DN5061.The horizontal coordinates were established by autonomous hand held GPS
 DN5061.observations and have an estimated accuracy of +/- 10 meters.
 DN5061
 DN5061.The orthometric height was determined by differential leveling and
 DN5061.adjusted by the WI DEPT OF TRANSP
 DN5061.in May 2012.
 DN5061
 DN5061.No vertical observational check was made to the station.
 DN5061
 DN5061.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5061.GEOID18 height accuracy estimate available here.
 DN5061
 DN5061.Click photographs - Photos may exist for this station.
 DN5061
 DN5061.The dynamic height is computed by dividing the NAVD 88
 DN5061.geopotential number by the normal gravity value computed on the
 DN5061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5061.degrees latitude (g = 980.6199 gals.).
 DN5061
 DN5061.The modeled gravity was interpolated from observed gravity values.
 DN5061
 DN5061;                    North         East    Units  Estimated Accuracy
 DN5061;SPC WI N     -    69,870.      566,642.      MT  (+/- 10 meters HH2 GPS)
 DN5061
 DN5061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9980874430(NAD 83)
 DN5061
 DN5061                          SUPERSEDED SURVEY CONTROL
 DN5061
 DN5061.No superseded survey control is available for this station.
 DN5061
 DN5061_MARKER: DD = SURVEY DISK
 DN5061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5061_STAMPING: 7T47 2006
 DN5061_MARK LOGO: WIDT
 DN5061_PROJECTION: FLUSH
 DN5061_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5061+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2010
 DN5061
 DN5061  HISTORY     - Date     Condition        Report By
 DN5061  HISTORY     - 2005     MONUMENTED       WIDT
 DN5061  HISTORY     - 20100622 GOOD             WIDT
 DN5061
 DN5061                          STATION DESCRIPTION
 DN5061
 DN5061'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5061'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FLAMBEAU
 DN5061'AVENUE) WITH STATE HIGHWAY 70 (OAK STREET) IN THE COMMUNITY OF
 DN5061'FIFIELD, GO SOUTH ON STATE HIGHWAY 13 FOR 6.0 MI (9.7 KM) TO ROCK
 DN5061'CREEK ROAD AND THE STATION IN THE NORTHWEST QUADRANT ON THE RIGHT.
 DN5061'
 DN5061'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5061'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5061'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5061'GROUND AND APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 DN5061'PAVEMENT.
 DN5061'
 DN5061'THE STATION IS 11.8 M (38.7 FT) NORTH OF THE CENTERLINE OF ROCK CREEK
 DN5061'ROAD, 26.0 M (85.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 13,
 DN5061'26.0 M (85.3 FT) NORTHEAST OF TELEPHONE PEDESTAL -XCONN-, 13.9 M (45.6
 DN5061'FT) EAST OF A POWER POLE WITH TWO TRANSFORMERS, 8.4 M (27.6 FT)
 DN5061'WEST-NORTHWEST OF A -ROCK CREEK RD- METAL SIGN POST, 7.8 M (25.6 FT)
 DN5061'EAST OF AN -UNDERGROUND FIBER OPTIC CABLE- METAL SIGN POST AND IS 1 M
 DN5061'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5061'
 DN5061'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION IS A POWER POLE AND TREES TO
 DN5061'THE WEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5060 ***********************************************************************
 DN5060  DESIGNATION -  7T48
 DN5060  PID         -  DN5060
 DN5060  STATE/COUNTY-  WI/PRICE
 DN5060  COUNTRY     -  US
 DN5060  USGS QUAD   -  PRIEST LAKE (2018)
 DN5060
 DN5060                         *CURRENT SURVEY CONTROL
 DN5060  ______________________________________________________________________
 DN5060* NAD 83(1986) POSITION- 45 51 30.2    (N) 090 25 38.9    (W)   HD_HELD2
 DN5060* NAVD 88 ORTHO HEIGHT -   440.625 (meters)     1445.62  (feet) ADJUSTED
 DN5060  ______________________________________________________________________
 DN5060  GEOID HEIGHT    -        -30.643 (meters)                     GEOID18
 DN5060  DYNAMIC HEIGHT  -        440.609 (meters)     1445.56  (feet) COMP
 DN5060  MODELED GRAVITY -    980,565.9   (mgal)                       NAVD 88
 DN5060
 DN5060  VERT ORDER      -  SECOND    CLASS I
 DN5060
 DN5060.The horizontal coordinates were established by autonomous hand held GPS
 DN5060.observations and have an estimated accuracy of +/- 10 meters.
 DN5060
 DN5060.The orthometric height was determined by differential leveling and
 DN5060.adjusted by the WI DEPT OF TRANSP
 DN5060.in May 2012.
 DN5060
 DN5060.No vertical observational check was made to the station.
 DN5060
 DN5060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5060.GEOID18 height accuracy estimate available here.
 DN5060
 DN5060.Click photographs - Photos may exist for this station.
 DN5060
 DN5060.The dynamic height is computed by dividing the NAVD 88
 DN5060.geopotential number by the normal gravity value computed on the
 DN5060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5060.degrees latitude (g = 980.6199 gals.).
 DN5060
 DN5060.The modeled gravity was interpolated from observed gravity values.
 DN5060
 DN5060;                    North         East    Units  Estimated Accuracy
 DN5060;SPC WI N     -    76,970.      566,804.      MT  (+/- 10 meters HH2 GPS)
 DN5060
 DN5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9970281532(NAD 83)
 DN5060
 DN5060                          SUPERSEDED SURVEY CONTROL
 DN5060
 DN5060.No superseded survey control is available for this station.
 DN5060
 DN5060_MARKER: DD = SURVEY DISK
 DN5060_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5060_SP_SET: BRIDGE PARAPET
 DN5060_STAMPING: 7T48 2006
 DN5060_MARK LOGO: WIDT
 DN5060_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5060+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2010
 DN5060
 DN5060  HISTORY     - Date     Condition        Report By
 DN5060  HISTORY     - 2006     MONUMENTED       WIDT
 DN5060  HISTORY     - 20100610 GOOD             WIDT
 DN5060
 DN5060                          STATION DESCRIPTION
 DN5060
 DN5060'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5060'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FLAMBEAU
 DN5060'AVENUE) WITH STATE HIGHWAY 70 (OAK STREET) IN THE COMMUNITY OF
 DN5060'FIFIELD, GO SOUTH ON STATE HIGHWAY 13 FOR 1.1 MI (1.8 KM) TO WHITE
 DN5060'ROCK ROAD RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 13 FOR 0.52 MI (0.8
 DN5060'KM) TO BRIDGE -B-50-21-72- OVER THE SOUTH FORK FLAMBEAU RIVER AND THE
 DN5060'STATION ON THE RIGHT.
 DN5060'
 DN5060'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5060'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5060'THE NORTH END OF THE WEST BRIDGE PARAPET APPROXIMATELY 0.8 M (2.6 FT)
 DN5060'HIGHER THAN THE HIGHWAY PAVEMENT.
 DN5060'
 DN5060'THE STATION IS 7.2 M (23.6 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DN5060'13, 0.91 MI (1.5 KM) NORTH OF PETERS ROAD, 0.10 MI (0.2 KM) NORTH OF
 DN5060'THE ENTRANCE TO A WAYSIDE AND BOAT LAUNCH RAMP, 1.3 M (4.3 FT) NORTH
 DN5060'OF A BRIDGE EXPANSION JOINT AND 1.8 M (5.9 FT) SOUTH OF A WHITE
 DN5060'PLASTIC WITNESS POST.
 DN5060'
 DN5060'NOTE--VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE EAST
 DN5060'EXTENDING TO 40 DEGREES, TREES TO THE NORTHWEST EXTENDING TO 30
 DN5060'DEGREES AND TREES TO THE SOUTHEAST EXTENDING TO 20 DEGREES ABOVE THE
 DN5060'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5059 ***********************************************************************
 DN5059  DESIGNATION -  7T49
 DN5059  PID         -  DN5059
 DN5059  STATE/COUNTY-  WI/PRICE
 DN5059  COUNTRY     -  US
 DN5059  USGS QUAD   -  PARK FALLS (2018)
 DN5059
 DN5059                         *CURRENT SURVEY CONTROL
 DN5059  ______________________________________________________________________
 DN5059* NAD 83(1986) POSITION- 45 52 42.7    (N) 090 25 00.5    (W)   HD_HELD2
 DN5059* NAVD 88 ORTHO HEIGHT -   440.157 (meters)     1444.08  (feet) ADJUSTED
 DN5059  ______________________________________________________________________
 DN5059  GEOID HEIGHT    -        -30.611 (meters)                     GEOID18
 DN5059  DYNAMIC HEIGHT  -        440.145 (meters)     1444.04  (feet) COMP
 DN5059  MODELED GRAVITY -    980,574.1   (mgal)                       NAVD 88
 DN5059
 DN5059  VERT ORDER      -  SECOND    CLASS I
 DN5059
 DN5059.The horizontal coordinates were established by autonomous hand held GPS
 DN5059.observations and have an estimated accuracy of +/- 10 meters.
 DN5059
 DN5059.The orthometric height was determined by differential leveling and
 DN5059.adjusted by the WI DEPT OF TRANSP
 DN5059.in May 2012.
 DN5059
 DN5059.No vertical observational check was made to the station.
 DN5059
 DN5059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5059.GEOID18 height accuracy estimate available here.
 DN5059
 DN5059.Click photographs - Photos may exist for this station.
 DN5059
 DN5059.The dynamic height is computed by dividing the NAVD 88
 DN5059.geopotential number by the normal gravity value computed on the
 DN5059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5059.degrees latitude (g = 980.6199 gals.).
 DN5059
 DN5059.The modeled gravity was interpolated from observed gravity values.
 DN5059
 DN5059;                    North         East    Units  Estimated Accuracy
 DN5059;SPC WI N     -    79,204.      567,644.      MT  (+/- 10 meters HH2 GPS)
 DN5059
 DN5059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0045783796(NAD 83)
 DN5059
 DN5059                          SUPERSEDED SURVEY CONTROL
 DN5059
 DN5059.No superseded survey control is available for this station.
 DN5059
 DN5059_MARKER: DD = SURVEY DISK
 DN5059_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5059_SP_SET: BRIDGE WING WALL
 DN5059_STAMPING: 7T49 2006
 DN5059_MARK LOGO: WIDT
 DN5059_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5059+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 DN5059
 DN5059  HISTORY     - Date     Condition        Report By
 DN5059  HISTORY     - 2006     MONUMENTED       WIDT
 DN5059  HISTORY     - 20100609 GOOD             WIDT
 DN5059
 DN5059                          STATION DESCRIPTION
 DN5059
 DN5059'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5059'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FLAMBEAU
 DN5059'AVENUE) WITH STATE HIGHWAY 70 (OAK STREET) IN THE COMMUNITY OF
 DN5059'FIFIELD, GO SOUTH ON STATE HIGHWAY 13 (FLAMBEAU AVENUE) FOR 0.1 MI
 DN5059'(0.2 KM) TO BALSAM STREET.  TURN LEFT AND GO EAST ON BALSAM STREET FOR
 DN5059'0.2 MI (0.3 KM) TO WILLOW AVENUE LEFT, A BRIDGE OVER THE SOUTH FORK
 DN5059'FLAMBEAU RIVER AHEAD AND THE STATION ON THE LEFT.
 DN5059'
 DN5059'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5059'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5059'THE SOUTH END OF THE NORTHWEST BRIDGE WING WALL AND APPROXIMATELY
 DN5059'LEVEL WITH THE STREET PAVEMENT.
 DN5059'
 DN5059'THE STATION IS 4.1 M (13.5 FT) NORTH OF THE CENTERLINE OF BALSAM
 DN5059'STREET, 16.5 M (54.1 FT) NORTHEAST OF POWER POLE -NSP 7A-1-4-01/45-
 DN5059'AND 14.0 M (45.9 FT) SOUTHEAST OF TELEPHONE PEDESTAL -FFLD 3000 5-
 DN5059'NEXT TO A POWER POLE AND PARK SHELTER.
 DN5059'
 DN5059'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION IS A TREE TO THE NORTH
 DN5059'EXTENDING TO 60 DEGREES AND TREES TO THE SOUTHWEST EXTENDING TO 60
 DN5059'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5231 ***********************************************************************
 DN5231  DESIGNATION -  7T50
 DN5231  PID         -  DN5231
 DN5231  STATE/COUNTY-  WI/PRICE
 DN5231  COUNTRY     -  US
 DN5231  USGS QUAD   -  PIKE LAKE SE (2018)
 DN5231
 DN5231                         *CURRENT SURVEY CONTROL
 DN5231  ______________________________________________________________________
 DN5231* NAD 83(1986) POSITION- 45 46 38.2    (N) 090 06 09.4    (W)   HD_HELD2
 DN5231* NAVD 88 ORTHO HEIGHT -   523.712 (meters)     1718.21  (feet) ADJUSTED
 DN5231  ______________________________________________________________________
 DN5231  GEOID HEIGHT    -        -30.708 (meters)                     GEOID18
 DN5231  DYNAMIC HEIGHT  -        523.692 (meters)     1718.15  (feet) COMP
 DN5231  MODELED GRAVITY -    980,559.9   (mgal)                       NAVD 88
 DN5231
 DN5231  VERT ORDER      -  SECOND    CLASS I
 DN5231
 DN5231.The horizontal coordinates were established by autonomous hand held GPS
 DN5231.observations and have an estimated accuracy of +/- 10 meters.
 DN5231
 DN5231.The orthometric height was determined by differential leveling and
 DN5231.adjusted by the WI DEPT OF TRANSP
 DN5231.in May 2012.
 DN5231
 DN5231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5231.GEOID18 height accuracy estimate available here.
 DN5231
 DN5231.Click photographs - Photos may exist for this station.
 DN5231
 DN5231.The dynamic height is computed by dividing the NAVD 88
 DN5231.geopotential number by the normal gravity value computed on the
 DN5231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5231.degrees latitude (g = 980.6199 gals.).
 DN5231
 DN5231.The modeled gravity was interpolated from observed gravity values.
 DN5231
 DN5231;                    North         East    Units  Estimated Accuracy
 DN5231;SPC WI N     -    67,871.      592,020.      MT  (+/- 10 meters HH2 GPS)
 DN5231
 DN5231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2524773385(NAD 83)
 DN5231
 DN5231                          SUPERSEDED SURVEY CONTROL
 DN5231
 DN5231.No superseded survey control is available for this station.
 DN5231
 DN5231_MARKER: DD = SURVEY DISK
 DN5231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5231_STAMPING: 7T50 2006
 DN5231_MARK LOGO: WIDT
 DN5231_PROJECTION: FLUSH
 DN5231_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5231+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2010
 DN5231
 DN5231  HISTORY     - Date     Condition        Report By
 DN5231  HISTORY     - 2005     MONUMENTED       WIDT
 DN5231  HISTORY     - 20100709 GOOD             WIDT
 DN5231
 DN5231                          STATION DESCRIPTION
 DN5231
 DN5231'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5231'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FLAMBEAU
 DN5231'AVENUE) WITH STATE HIGHWAY 70 (OAK STREET) IN THE COMMUNITY OF
 DN5231'FIFIELD, GO EAST ON STATE HIGHWAY 70 FOR 17.5 MI (28.2 KM) TO SHEEP
 DN5231'RANCH ROAD (FOREST ROAD 132) RIGHT.  TURN RIGHT AND GO SOUTH ON SHEEP
 DN5231'RANCH ROAD (FOREST ROAD 132) FOR 6.5 MI (10.5 KM) TO FOREST ROAD 517
 DN5231'RIGHT.  CONTINUE SOUTH ON SHEEP RANCH ROAD (FOREST ROAD 132) FOR 1.20
 DN5231'MI (1.9 KM) TO THE STATION ON THE RIGHT.
 DN5231'
 DN5231'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5231'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5231'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5231'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5231'
 DN5231'THE STATION IS 5.3 M (17.4 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 DN5231'SHEEP RANCH ROAD (FOREST ROAD 132), 1.35 MI (2.2 KM) NORTH OF FOREST
 DN5231'ROAD 131, 0.11 MI (0.2 KM) SOUTH OF A -S-CURVE AHEAD- SIGN, 76 M
 DN5231'(249.3 FT) SOUTH OF AN ORANGE CULVERT POST AND IS 1 M (3.3 FT) FROM
 DN5231'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5231'
 DN5231'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL QUADRANTS
 DN5231'EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5232 ***********************************************************************
 DN5232  DESIGNATION -  7T51
 DN5232  PID         -  DN5232
 DN5232  STATE/COUNTY-  WI/PRICE
 DN5232  COUNTRY     -  US
 DN5232  USGS QUAD   -  PIKE LAKE SE (2018)
 DN5232
 DN5232                         *CURRENT SURVEY CONTROL
 DN5232  ______________________________________________________________________
 DN5232* NAD 83(1986) POSITION- 45 48 09.3    (N) 090 05 16.1    (W)   HD_HELD2
 DN5232* NAVD 88 ORTHO HEIGHT -   520.759 (meters)     1708.52  (feet) ADJUSTED
 DN5232  ______________________________________________________________________
 DN5232  GEOID HEIGHT    -        -30.755 (meters)                     GEOID18
 DN5232  DYNAMIC HEIGHT  -        520.738 (meters)     1708.45  (feet) COMP
 DN5232  MODELED GRAVITY -    980,558.1   (mgal)                       NAVD 88
 DN5232
 DN5232  VERT ORDER      -  SECOND    CLASS I
 DN5232
 DN5232.The horizontal coordinates were established by autonomous hand held GPS
 DN5232.observations and have an estimated accuracy of +/- 10 meters.
 DN5232
 DN5232.The orthometric height was determined by differential leveling and
 DN5232.adjusted by the WI DEPT OF TRANSP
 DN5232.in May 2012.
 DN5232
 DN5232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5232.GEOID18 height accuracy estimate available here.
 DN5232
 DN5232.Click photographs - Photos may exist for this station.
 DN5232
 DN5232.The dynamic height is computed by dividing the NAVD 88
 DN5232.geopotential number by the normal gravity value computed on the
 DN5232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5232.degrees latitude (g = 980.6199 gals.).
 DN5232
 DN5232.The modeled gravity was interpolated from observed gravity values.
 DN5232
 DN5232;                    North         East    Units  Estimated Accuracy
 DN5232;SPC WI N     -    70,682.      593,174.      MT  (+/- 10 meters HH2 GPS)
 DN5232
 DN5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2629576238(NAD 83)
 DN5232
 DN5232                          SUPERSEDED SURVEY CONTROL
 DN5232
 DN5232.No superseded survey control is available for this station.
 DN5232
 DN5232_MARKER: DD = SURVEY DISK
 DN5232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5232_STAMPING: 7T51 2006
 DN5232_MARK LOGO: WIDT
 DN5232_PROJECTION: FLUSH
 DN5232_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5232+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2010
 DN5232
 DN5232  HISTORY     - Date     Condition        Report By
 DN5232  HISTORY     - 2005     MONUMENTED       WIDT
 DN5232  HISTORY     - 20100712 GOOD             WIDT
 DN5232
 DN5232                          STATION DESCRIPTION
 DN5232
 DN5232'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5232'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FLAMBEAU
 DN5232'AVENUE) WITH STATE HIGHWAY 70 (OAK STREET) IN THE COMMUNITY OF
 DN5232'FIFIELD, GO EAST ON STATE HIGHWAY 70 FOR 17.5 MI (28.2 KM) TO SHEEP
 DN5232'RANCH ROAD (FOREST ROAD 132) RIGHT.  TURN RIGHT AND GO SOUTH ON SHEEP
 DN5232'RANCH ROAD (FOREST ROAD 132) FOR 5.3 MI (8.5 KM) TO FOREST ROAD 430
 DN5232'RIGHT AND FOREST ROAD 130 LEFT.  CONTINUE SOUTH ON SHEEP RANCH ROAD
 DN5232'(FOREST ROAD 132) FOR 0.49 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DN5232'
 DN5232'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5232'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5232'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5232'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) HIGHER THAN THE ROAD PAVEMENT.
 DN5232'THE STATION IS 5.4 M (17.7 FT) EAST OF THE CENTERLINE OF SHEEP RANCH
 DN5232'ROAD (FOREST ROAD 132), 0.76 MI (1.2 KM) NORTH OF FOREST ROAD 517, 85
 DN5232'M (278.9 FT) NORTH OF AN ORANGE CULVERT POST, 26.2 M (86.0 FT)
 DN5232'NORTH-NORTHEAST OF A BROWN FIBERGLASS POST WITH -132H- AND AN ATV
 DN5232'SYMBOL ATTACHED, 21.4 M (70.2 FT) NORTH OF THE EXTENDED CENTERLINE OF
 DN5232'ATV TRAIL 132H AND 1.0 M (3.3 FT) NORTH AND 1.0 M (3.3 FT) SOUTH OF
 DN5232'TWO WHITE PLASTIC WITNESS POSTS.
 DN5232'
 DN5232'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL QUADRANTS
 DN5232'EXTENDING TO 70 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6267 ***********************************************************************
 DO6267  DESIGNATION -  7U46
 DO6267  PID         -  DO6267
 DO6267  STATE/COUNTY-  WI/ONEIDA
 DO6267  COUNTRY     -  US
 DO6267  USGS QUAD   -  HEAFFORD JUNCTION (2018)
 DO6267
 DO6267                         *CURRENT SURVEY CONTROL
 DO6267  ______________________________________________________________________
 DO6267* NAD 83(1986) POSITION- 45 33 29.48   (N) 089 40 13.29   (W)   HD_HELD1
 DO6267* NAVD 88 ORTHO HEIGHT -   453.654 (meters)     1488.36  (feet) ADJUSTED
 DO6267  ______________________________________________________________________
 DO6267  GEOID HEIGHT    -        -31.618 (meters)                     GEOID18
 DO6267  DYNAMIC HEIGHT  -        453.633 (meters)     1488.29  (feet) COMP
 DO6267  MODELED GRAVITY -    980,555.7   (mgal)                       NAVD 88
 DO6267
 DO6267  VERT ORDER      -  SECOND    CLASS I
 DO6267
 DO6267.The horizontal coordinates were determined by differentially corrected
 DO6267.hand held GPS observations or other comparable positioning techniques
 DO6267.and have an estimated accuracy of +/- 3 meters.
 DO6267
 DO6267.The orthometric height was determined by differential leveling and
 DO6267.adjusted by the NATIONAL GEODETIC SURVEY
 DO6267.in February 2017.
 DO6267
 DO6267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6267.GEOID18 height accuracy estimate available here.
 DO6267
 DO6267.Click photographs - Photos may exist for this station.
 DO6267
 DO6267.The dynamic height is computed by dividing the NAVD 88
 DO6267.geopotential number by the normal gravity value computed on the
 DO6267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6267.degrees latitude (g = 980.6199 gals.).
 DO6267
 DO6267.The modeled gravity was interpolated from observed gravity values.
 DO6267
 DO6267;                    North         East    Units  Estimated Accuracy
 DO6267;SPC WI N     -    43,568.7     625,737.6     MT  (+/- 3 meters HH1 GPS) 
 DO6267
 DO6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9158948429(NAD 83)
 DO6267
 DO6267                          SUPERSEDED SURVEY CONTROL
 DO6267
 DO6267  NAVD 88 (07/25/13)  453.674  (m)         1488.43   (f) SUPERSEDED  2 1
 DO6267
 DO6267.Superseded values are not recommended for survey control.
 DO6267
 DO6267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6267.See file dsdata.pdf to determine how the superseded data were derived.
 DO6267
 DO6267_MARKER: DD = SURVEY DISK
 DO6267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6267_STAMPING: 7U46 2011
 DO6267_MARK LOGO: WIDT
 DO6267_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6267+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2012
 DO6267
 DO6267  HISTORY     - Date     Condition        Report By
 DO6267  HISTORY     - 2011     MONUMENTED       WIDT
 DO6267  HISTORY     - 20121126 GOOD             WIDT
 DO6267
 DO6267                          STATION DESCRIPTION
 DO6267
 DO6267'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6267'THE STATION IS 21.6 MI (34.8 KM) SOUTH OF MINOCQUA, 13.6 MI (21.9 KM)
 DO6267'SOUTHWEST OF RHINELANDER, AND 6.7 MI (10.8 KM) NORTH-NORTHEAST OF
 DO6267'TOMAHAWK.
 DO6267'
 DO6267'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH U.S.
 DO6267'HIGHWAY 8 (EXIT 234) ABOUT 6 MI (9.7 KM) NORTH-NORTHEAST OF THE CITY
 DO6267'OF TOMAHAWK, GO NORTH ON U.S. HIGHWAY 51 FOR 1.0 MI (1.6 KM) TO THE
 DO6267'STATION ON THE LEFT.
 DO6267'
 DO6267'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6267'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6267'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.3 M
 DO6267'(1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 6.0 M (19.7
 DO6267'FT) EAST OF THE EDGE OF PAVEMENT OF (FUTURE) NORTHBOUND U.S. HIGHWAY
 DO6267'51, 57.9 M (190.0 FT) NORTH-NORTHEAST OF A 4 FT X 6 FT STORM WATER
 DO6267'INLET, 39.3 M (128.9 FT) NORTHEAST OF A WOODEN POST FOR A -WRONG WAY-
 DO6267'SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6267'PLASTIC WITNESS POSTS.
 DO6267'
 DO6267'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6267'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6266 ***********************************************************************
 DO6266  DESIGNATION -  7U47
 DO6266  PID         -  DO6266
 DO6266  STATE/COUNTY-  WI/ONEIDA
 DO6266  COUNTRY     -  US
 DO6266  USGS QUAD   -  HEAFFORD JUNCTION (2018)
 DO6266
 DO6266                         *CURRENT SURVEY CONTROL
 DO6266  ______________________________________________________________________
 DO6266* NAD 83(1986) POSITION- 45 34 54.     (N) 089 41 21.     (W)   SCALED
 DO6266* NAVD 88 ORTHO HEIGHT -   478.489 (meters)     1569.84  (feet) ADJUSTED
 DO6266  ______________________________________________________________________
 DO6266  GEOID HEIGHT    -        -31.459 (meters)                     GEOID18
 DO6266  DYNAMIC HEIGHT  -        478.471 (meters)     1569.78  (feet) COMP
 DO6266  MODELED GRAVITY -    980,563.9   (mgal)                       NAVD 88
 DO6266
 DO6266  VERT ORDER      -  SECOND    CLASS I
 DO6266
 DO6266.The horizontal coordinates were scaled from a map and have
 DO6266.an estimated accuracy of +/- 6 seconds.
 DO6266
 DO6266.The orthometric height was determined by differential leveling and
 DO6266.adjusted by the NATIONAL GEODETIC SURVEY
 DO6266.in February 2017.
 DO6266
 DO6266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6266.GEOID18 height accuracy estimate available here.
 DO6266
 DO6266.Click photographs - Photos may exist for this station.
 DO6266
 DO6266.The dynamic height is computed by dividing the NAVD 88
 DO6266.geopotential number by the normal gravity value computed on the
 DO6266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6266.degrees latitude (g = 980.6199 gals.).
 DO6266
 DO6266.The modeled gravity was interpolated from observed gravity values.
 DO6266
 DO6266;                    North         East    Units  Estimated Accuracy
 DO6266;SPC WI N     -    46,170.      624,260.      MT  (+/- 180 meters Scaled)
 DO6266
 DO6266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR902510(NAD 83)
 DO6266
 DO6266                          SUPERSEDED SURVEY CONTROL
 DO6266
 DO6266  NAVD 88 (07/25/13)  478.509  (m)         1569.91   (f) SUPERSEDED  2 1
 DO6266
 DO6266.Superseded values are not recommended for survey control.
 DO6266
 DO6266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6266.See file dsdata.pdf to determine how the superseded data were derived.
 DO6266
 DO6266_MARKER: DD = SURVEY DISK
 DO6266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6266_STAMPING: 7U47 2011
 DO6266_MARK LOGO: WIDT
 DO6266_PROJECTION: FLUSH
 DO6266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6266+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2012
 DO6266
 DO6266  HISTORY     - Date     Condition        Report By
 DO6266  HISTORY     - 2011     MONUMENTED       WIDT
 DO6266  HISTORY     - 20121126 GOOD             WIDT
 DO6266
 DO6266                          STATION DESCRIPTION
 DO6266
 DO6266'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6266'THE STATION IS LOCATED 20.1 MI (32.3 KM) SOUTH OF MINOCQUA, 13.9 MI
 DO6266'(22.4 KM) SOUTHWEST OF RHINELANDER, AND 7.8 MI (12.6 KM) NORTH OF
 DO6266'TOMAHAWK.
 DO6266'
 DO6266'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH U.S.
 DO6266'HIGHWAY 8 (EXIT 234) ABOUT 6 MI (9.7 KM) NORTH-NORTHEAST OF THE CITY
 DO6266'OF TOMAHAWK, GO NORTH ON U.S. HIGHWAY 51 FOR 2.85 MI (4.6 KM) TO THE
 DO6266'STATION ON THE RIGHT.
 DO6266'
 DO6266'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6266'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6266'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6266'HIGHWAY PAVEMENT.  THE STATION IS 15.3 M (50.2 FT) NORTHEAST OF THE
 DO6266'CENTERLINE OF U.S. HIGHWAY 51, 0.1 MI (0.2 KM) NORTH OF A -SPEED LIMIT
 DO6266'55 SIGN-, 15.8 M (51.8 FT) SOUTHWEST OF A TREE LINE, AND LOCATED IN
 DO6266'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6266'
 DO6266'NOTE-THIS STATION IS OBSTRUCTED BY THE REFERENCED TREE LINE TO THE
 DO6266'EAST EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6265 ***********************************************************************
 DO6265  DESIGNATION -  7U48
 DO6265  PID         -  DO6265
 DO6265  STATE/COUNTY-  WI/ONEIDA
 DO6265  COUNTRY     -  US
 DO6265  USGS QUAD   -  HEAFFORD JUNCTION (2018)
 DO6265
 DO6265                         *CURRENT SURVEY CONTROL
 DO6265  ______________________________________________________________________
 DO6265* NAD 83(1986) POSITION- 45 36 25.     (N) 089 41 29.     (W)   SCALED
 DO6265* NAVD 88 ORTHO HEIGHT -   485.550 (meters)     1593.01  (feet) ADJUSTED
 DO6265  ______________________________________________________________________
 DO6265  GEOID HEIGHT    -        -31.364 (meters)                     GEOID18
 DO6265  DYNAMIC HEIGHT  -        485.535 (meters)     1592.96  (feet) COMP
 DO6265  MODELED GRAVITY -    980,569.4   (mgal)                       NAVD 88
 DO6265
 DO6265  VERT ORDER      -  SECOND    CLASS I
 DO6265
 DO6265.The horizontal coordinates were scaled from a map and have
 DO6265.an estimated accuracy of +/- 6 seconds.
 DO6265
 DO6265.The orthometric height was determined by differential leveling and
 DO6265.adjusted by the NATIONAL GEODETIC SURVEY
 DO6265.in February 2017.
 DO6265
 DO6265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6265.GEOID18 height accuracy estimate available here.
 DO6265
 DO6265.Click photographs - Photos may exist for this station.
 DO6265
 DO6265.The dynamic height is computed by dividing the NAVD 88
 DO6265.geopotential number by the normal gravity value computed on the
 DO6265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6265.degrees latitude (g = 980.6199 gals.).
 DO6265
 DO6265.The modeled gravity was interpolated from observed gravity values.
 DO6265
 DO6265;                    North         East    Units  Estimated Accuracy
 DO6265;SPC WI N     -    48,980.      624,080.      MT  (+/- 180 meters Scaled)
 DO6265
 DO6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR901539(NAD 83)
 DO6265
 DO6265                          SUPERSEDED SURVEY CONTROL
 DO6265
 DO6265  NAVD 88 (07/25/13)  485.571  (m)         1593.08   (f) SUPERSEDED  2 1
 DO6265
 DO6265.Superseded values are not recommended for survey control.
 DO6265
 DO6265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6265.See file dsdata.pdf to determine how the superseded data were derived.
 DO6265
 DO6265_MARKER: DD = SURVEY DISK
 DO6265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6265_STAMPING: 7U48 2011
 DO6265_MARK LOGO: WIDT
 DO6265_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6265+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2012
 DO6265
 DO6265  HISTORY     - Date     Condition        Report By
 DO6265  HISTORY     - 2011     MONUMENTED       WIDT
 DO6265  HISTORY     - 20121126 GOOD             WIDT
 DO6265
 DO6265                          STATION DESCRIPTION
 DO6265
 DO6265'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6265'THE STATION IS LOCATED 18.4 MI (29.6 KM) SOUTH OF MINOCQUA, 13.7 MI
 DO6265'(22.0 KM) WEST-SOUTHWEST OF RHINELANDER, AND 9.6 MI (15.4 KM) NORTH OF
 DO6265'TOMAHAWK.
 DO6265'
 DO6265'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH U.S.
 DO6265'HIGHWAY 8 (EXIT 234) ABOUT 6 MI (9.7 KM) NORTH-NORTHEAST OF THE CITY
 DO6265'OF TOMAHAWK, GO NORTH ON U.S. HIGHWAY 51 FOR 4.65 MI (7.5 KM) TO THE
 DO6265'STATION ON THE LEFT.
 DO6265'
 DO6265'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6265'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6265'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6265'HIGHWAY PAVEMENT.  THE STATION IS 21.2 M (69.6 FT) WEST OF THE
 DO6265'CENTERLINE OF U.S. HIGHWAY 51, 2.75 MI (4.4 KM) SOUTH OF COUNTY
 DO6265'HIGHWAY L, 34.1 M (111.9 FT) WEST-SOUTHWEST OF A -PASSING LANE AHEAD
 DO6265'1/2 MILE- SIGN, 8.5 M (27.9 FT) EAST OF A TREE LINE, AND LOCATED IN
 DO6265'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6265'
 DO6265'NOTE-THIS STATION IS OBSTRUCTED BY THE REFERENCED TREE LINE TO THE
 DO6265'WEST EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6264 ***********************************************************************
 DO6264  DESIGNATION -  7U49
 DO6264  PID         -  DO6264
 DO6264  STATE/COUNTY-  WI/ONEIDA
 DO6264  COUNTRY     -  US
 DO6264  USGS QUAD   -  HARSHAW (2018)
 DO6264
 DO6264                         *CURRENT SURVEY CONTROL
 DO6264  ______________________________________________________________________
 DO6264* NAD 83(1986) POSITION- 45 37 50.5    (N) 089 41 28.3    (W)   HD_HELD2
 DO6264* NAVD 88 ORTHO HEIGHT -   467.374 (meters)     1533.38  (feet) ADJUSTED
 DO6264  ______________________________________________________________________
 DO6264  GEOID HEIGHT    -        -31.310 (meters)                     GEOID18
 DO6264  DYNAMIC HEIGHT  -        467.361 (meters)     1533.33  (feet) COMP
 DO6264  MODELED GRAVITY -    980,572.4   (mgal)                       NAVD 88
 DO6264
 DO6264  VERT ORDER      -  SECOND    CLASS I
 DO6264
 DO6264.The horizontal coordinates were established by autonomous hand held GPS
 DO6264.observations and have an estimated accuracy of +/- 10 meters.
 DO6264
 DO6264.The orthometric height was determined by differential leveling and
 DO6264.adjusted by the NATIONAL GEODETIC SURVEY
 DO6264.in February 2017.
 DO6264
 DO6264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6264.GEOID18 height accuracy estimate available here.
 DO6264
 DO6264.Click photographs - Photos may exist for this station.
 DO6264
 DO6264.The dynamic height is computed by dividing the NAVD 88
 DO6264.geopotential number by the normal gravity value computed on the
 DO6264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6264.degrees latitude (g = 980.6199 gals.).
 DO6264
 DO6264.The modeled gravity was interpolated from observed gravity values.
 DO6264
 DO6264;                    North         East    Units  Estimated Accuracy
 DO6264;SPC WI N     -    51,621.      624,079.      MT  (+/- 10 meters HH2 GPS)
 DO6264
 DO6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9023456539(NAD 83)
 DO6264
 DO6264                          SUPERSEDED SURVEY CONTROL
 DO6264
 DO6264  NAVD 88 (07/25/13)  467.395  (m)         1533.45   (f) SUPERSEDED  2 1
 DO6264
 DO6264.Superseded values are not recommended for survey control.
 DO6264
 DO6264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6264.See file dsdata.pdf to determine how the superseded data were derived.
 DO6264
 DO6264_MARKER: DD = SURVEY DISK
 DO6264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6264_STAMPING: 7U49 2011
 DO6264_MARK LOGO: WIDT
 DO6264_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6264+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2012
 DO6264
 DO6264  HISTORY     - Date     Condition        Report By
 DO6264  HISTORY     - 2011     MONUMENTED       WIDT
 DO6264  HISTORY     - 20121126 GOOD             WIDT
 DO6264
 DO6264                          STATION DESCRIPTION
 DO6264
 DO6264'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6264'THE STATION IS LOCATED 16.7 MI (26.9 KM) SOUTH OF MINOCQUA, 13.5 MI
 DO6264'(21.7 KM) WEST OF RHINELANDER, AND 11.2 MI (18.0 KM) NORTH OF
 DO6264'TOMAHAWK.
 DO6264'
 DO6264'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH U.S.
 DO6264'HIGHWAY 8 (EXIT 234) ABOUT 6 MI (9.7 KM) NORTH-NORTHEAST OF THE CITY
 DO6264'OF TOMAHAWK, GO NORTH ON U.S. HIGHWAY 51 FOR 6.45 MI (10.4 KM) TO THE
 DO6264'STATION ON THE LEFT.
 DO6264'
 DO6264'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6264'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6264'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6264'HIGHWAY PAVEMENT.  THE STATION IS 20.1 M (65.9 FT) SOUTHWEST OF THE
 DO6264'CENTERLINE OF U.S. HIGHWAY 51, 0.9 MI (1.4 KM) SOUTHEAST OF COUNTY
 DO6264'HIGHWAY L, 102.4 M (336.0 FT) NORTHWEST OF A -DO NOT PASS- SIGN, 5.8 M
 DO6264'(19.0 FT) NORTHEAST OF A 5 INCH (13 CM) ROUND WOODEN FENCE POST, AND
 DO6264'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6264'WITNESS POSTS.
 DO6264'
 DO6264'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6264'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE SOUTHWEST
 DO6264'EXTENDING TO 45 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6263 ***********************************************************************
 DO6263  DESIGNATION -  7U50
 DO6263  PID         -  DO6263
 DO6263  STATE/COUNTY-  WI/ONEIDA
 DO6263  COUNTRY     -  US
 DO6263  USGS QUAD   -  HARSHAW (2018)
 DO6263
 DO6263                         *CURRENT SURVEY CONTROL
 DO6263  ______________________________________________________________________
 DO6263* NAD 83(1986) POSITION- 45 38 57.     (N) 089 42 17.     (W)   SCALED
 DO6263* NAVD 88 ORTHO HEIGHT -   462.266 (meters)     1516.62  (feet) ADJUSTED
 DO6263  ______________________________________________________________________
 DO6263  GEOID HEIGHT    -        -31.243 (meters)                     GEOID18
 DO6263  DYNAMIC HEIGHT  -        462.254 (meters)     1516.58  (feet) COMP
 DO6263  MODELED GRAVITY -    980,575.7   (mgal)                       NAVD 88
 DO6263
 DO6263  VERT ORDER      -  SECOND    CLASS I
 DO6263
 DO6263.The horizontal coordinates were scaled from a map and have
 DO6263.an estimated accuracy of +/- 6 seconds.
 DO6263
 DO6263.The orthometric height was determined by differential leveling and
 DO6263.adjusted by the NATIONAL GEODETIC SURVEY
 DO6263.in February 2017.
 DO6263
 DO6263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6263.GEOID18 height accuracy estimate available here.
 DO6263
 DO6263.Click photographs - Photos may exist for this station.
 DO6263
 DO6263.The dynamic height is computed by dividing the NAVD 88
 DO6263.geopotential number by the normal gravity value computed on the
 DO6263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6263.degrees latitude (g = 980.6199 gals.).
 DO6263
 DO6263.The modeled gravity was interpolated from observed gravity values.
 DO6263
 DO6263;                    North         East    Units  Estimated Accuracy
 DO6263;SPC WI N     -    53,670.      623,020.      MT  (+/- 180 meters Scaled)
 DO6263
 DO6263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR892586(NAD 83)
 DO6263
 DO6263                          SUPERSEDED SURVEY CONTROL
 DO6263
 DO6263  NAVD 88 (07/25/13)  462.288  (m)         1516.69   (f) SUPERSEDED  2 1
 DO6263
 DO6263.Superseded values are not recommended for survey control.
 DO6263
 DO6263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6263.See file dsdata.pdf to determine how the superseded data were derived.
 DO6263
 DO6263_MARKER: DD = SURVEY DISK
 DO6263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6263_STAMPING: 7U50 2011
 DO6263_MARK LOGO: WIDT
 DO6263_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6263+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2012
 DO6263
 DO6263  HISTORY     - Date     Condition        Report By
 DO6263  HISTORY     - 2011     MONUMENTED       WIDT
 DO6263  HISTORY     - 20121126 GOOD             WIDT
 DO6263
 DO6263                          STATION DESCRIPTION
 DO6263
 DO6263'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6263'THE STATION IS 15.4 MI (24.8 KM) SOUTH OF MINOCQUA, 14.1 MI (22.7 KM)
 DO6263'WEST OF RHINELANDER, AND 12.3 MI (19.8 KM) NORTH OF TOMAHAWK.
 DO6263'
 DO6263'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6263'HIGHWAY K LOCATED APPROXIMATELY 12 MI (19.3 KM) NORTH OF THE CITY OF
 DO6263'TOMAHAWK, GO NORTH ON U.S. HIGHWAY 51 FOR 0.3 MI (0.5 KM) TO THE
 DO6263'STATION ON THE RIGHT.
 DO6263'
 DO6263'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6263'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6263'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1.5 M
 DO6263'(4.9 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 18.6 M
 DO6263'(61.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 51, 24.7 M (81.0 FT)
 DO6263'SOUTH-SOUTHWEST OF A POWER POLE --3706-35L20--, 13.6 M (44.6 FT)
 DO6263'NORTHWEST OF THE CENTER ONE OF THREE FLAG POLES, WHICH ARE JUST WEST
 DO6263'OF THE PARKING AREA FOR THE -DEAKIN SHORES FAMILY RESTAURANT-, AND 0.6
 DO6263'M (2.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DO6263'
 DO6263'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DO6263'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6261 ***********************************************************************
 DO6261  DESIGNATION -  7U51
 DO6261  PID         -  DO6261
 DO6261  STATE/COUNTY-  WI/ONEIDA
 DO6261  COUNTRY     -  US
 DO6261  USGS QUAD   -  HARSHAW (2018)
 DO6261
 DO6261                         *CURRENT SURVEY CONTROL
 DO6261  ______________________________________________________________________
 DO6261* NAD 83(1986) POSITION- 45 41 12.     (N) 089 42 53.     (W)   SCALED
 DO6261* NAVD 88 ORTHO HEIGHT -   481.277 (meters)     1578.99  (feet) ADJUSTED
 DO6261  ______________________________________________________________________
 DO6261  GEOID HEIGHT    -        -31.162 (meters)                     GEOID18
 DO6261  DYNAMIC HEIGHT  -        481.266 (meters)     1578.95  (feet) COMP
 DO6261  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 DO6261
 DO6261  VERT ORDER      -  SECOND    CLASS I
 DO6261
 DO6261.The horizontal coordinates were scaled from a map and have
 DO6261.an estimated accuracy of +/- 6 seconds.
 DO6261
 DO6261.The orthometric height was determined by differential leveling and
 DO6261.adjusted by the NATIONAL GEODETIC SURVEY
 DO6261.in February 2017.
 DO6261
 DO6261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6261.GEOID18 height accuracy estimate available here.
 DO6261
 DO6261.Click photographs - Photos may exist for this station.
 DO6261
 DO6261.The dynamic height is computed by dividing the NAVD 88
 DO6261.geopotential number by the normal gravity value computed on the
 DO6261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6261.degrees latitude (g = 980.6199 gals.).
 DO6261
 DO6261.The modeled gravity was interpolated from observed gravity values.
 DO6261
 DO6261;                    North         East    Units  Estimated Accuracy
 DO6261;SPC WI N     -    57,840.      622,220.      MT  (+/- 180 meters Scaled)
 DO6261
 DO6261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR886628(NAD 83)
 DO6261
 DO6261                          SUPERSEDED SURVEY CONTROL
 DO6261
 DO6261  NAVD 88 (07/25/13)  481.299  (m)         1579.06   (f) SUPERSEDED  2 1
 DO6261
 DO6261.Superseded values are not recommended for survey control.
 DO6261
 DO6261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6261.See file dsdata.pdf to determine how the superseded data were derived.
 DO6261
 DO6261_MARKER: DD = SURVEY DISK
 DO6261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6261_STAMPING: 7U51 2011
 DO6261_MARK LOGO: WIDT
 DO6261_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6261+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO6261
 DO6261  HISTORY     - Date     Condition        Report By
 DO6261  HISTORY     - 2011     MONUMENTED       WIDT
 DO6261  HISTORY     - 20121115 GOOD             WIDT
 DO6261
 DO6261                          STATION DESCRIPTION
 DO6261
 DO6261'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6261'THE STATION IS 14.8 MI (23.8 KM) WEST-NORTHWEST OF RHINELANDER, 14.7
 DO6261'MI (23.7 KM) NORTH OF TOMAHAWK, AND 12.8 MI (20.6 KM) SOUTH OF
 DO6261'MINOCQUA.
 DO6261'
 DO6261'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6261'HIGHWAY K LOCATED APPROXIMATELY 12 MI (19.3 KM) NORTH OF THE CITY OF
 DO6261'TOMAHAWK, GO NORTH ON U.S. HIGHWAY 51 FOR 2.65 MI (4.3 KM) TO ROCKY
 DO6261'RUN ROAD.  CONTINUE NORTH ON U.S. HIGHWAY 51 FOR 0.35 MI (0.6 KM) TO
 DO6261'THE STATION ON THE LEFT.
 DO6261'
 DO6261'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6261'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6261'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.5 M
 DO6261'(1.6 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 20.7 M
 DO6261'(67.9 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 51, 22.5 M (73.8 FT)
 DO6261'SOUTH-SOUTHWEST OF A METAL SIGN POST -4551 TOWN OF CASSIAN-, 22.3 M
 DO6261'(73.2 FT) SOUTH-SOUTHEAST OF A POWER POLE -3706 22E7- WITH ONE GUY
 DO6261'WIRE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6261'PLASTIC WITNESS POSTS.
 DO6261'
 DO6261'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DO6261'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6260 ***********************************************************************
 DO6260  DESIGNATION -  7U52
 DO6260  PID         -  DO6260
 DO6260  STATE/COUNTY-  WI/ONEIDA
 DO6260  COUNTRY     -  US
 DO6260  USGS QUAD   -  HARSHAW (2018)
 DO6260
 DO6260                         *CURRENT SURVEY CONTROL
 DO6260  ______________________________________________________________________
 DO6260* NAD 83(1986) POSITION- 45 42 23.     (N) 089 42 55.     (W)   SCALED
 DO6260* NAVD 88 ORTHO HEIGHT -   481.208 (meters)     1578.76  (feet) ADJUSTED
 DO6260  ______________________________________________________________________
 DO6260  GEOID HEIGHT    -        -31.139 (meters)                     GEOID18
 DO6260  DYNAMIC HEIGHT  -        481.196 (meters)     1578.72  (feet) COMP
 DO6260  MODELED GRAVITY -    980,574.9   (mgal)                       NAVD 88
 DO6260
 DO6260  VERT ORDER      -  SECOND    CLASS I
 DO6260
 DO6260.The horizontal coordinates were scaled from a map and have
 DO6260.an estimated accuracy of +/- 6 seconds.
 DO6260
 DO6260.The orthometric height was determined by differential leveling and
 DO6260.adjusted by the NATIONAL GEODETIC SURVEY
 DO6260.in February 2017.
 DO6260
 DO6260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6260.GEOID18 height accuracy estimate available here.
 DO6260
 DO6260.Click photographs - Photos may exist for this station.
 DO6260
 DO6260.The dynamic height is computed by dividing the NAVD 88
 DO6260.geopotential number by the normal gravity value computed on the
 DO6260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6260.degrees latitude (g = 980.6199 gals.).
 DO6260
 DO6260.The modeled gravity was interpolated from observed gravity values.
 DO6260
 DO6260;                    North         East    Units  Estimated Accuracy
 DO6260;SPC WI N     -    60,030.      622,170.      MT  (+/- 180 meters Scaled)
 DO6260
 DO6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR886650(NAD 83)
 DO6260
 DO6260                          SUPERSEDED SURVEY CONTROL
 DO6260
 DO6260  NAVD 88 (07/25/13)  481.231  (m)         1578.84   (f) SUPERSEDED  2 1
 DO6260
 DO6260.Superseded values are not recommended for survey control.
 DO6260
 DO6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6260.See file dsdata.pdf to determine how the superseded data were derived.
 DO6260
 DO6260_MARKER: DD = SURVEY DISK
 DO6260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6260_STAMPING: 7U52 2011
 DO6260_MARK LOGO: WIDT
 DO6260_PROJECTION: FLUSH
 DO6260_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6260+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO6260
 DO6260  HISTORY     - Date     Condition        Report By
 DO6260  HISTORY     - 2011     MONUMENTED       WIDT
 DO6260  HISTORY     - 20121115 GOOD             WIDT
 DO6260
 DO6260                          STATION DESCRIPTION
 DO6260
 DO6260'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6260'THE STATION IS LOCATED 16.2 MI (26.1 KM) NORTH OF TOMAHAWK, 15.2 MI
 DO6260'(24.5 KM) NORTHWEST OF RHINELANDER, AND 11.4 MI (18.3 KM) SOUTH OF
 DO6260'MINOCQUA.
 DO6260'
 DO6260'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6260'HIGHWAY K LOCATED APPROXIMATELY 12 MI (19.3 KM) NORTH OF THE CITY OF
 DO6260'TOMAHAWK, GO NORTH ALONG U.S. HIGHWAY 51 FOR 4.35 MI (7.0 KM) TO
 DO6260'JACKSON HEIGHTS ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DO6260'
 DO6260'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6260'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6260'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL
 DO6260'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 19.2 M (63.0 FT) EAST OF
 DO6260'THE CENTERLINE OF U.S. HIGHWAY 51, 24.7 M (81.0 FT) NORTH OF THE
 DO6260'CENTERLINE OF JACKSON HEIGHTS ROAD (EAST), 17.1 M (56.1 FT) NORTHWEST
 DO6260'OF A TELEPHONE JUNCTION BOX -4861-, AND LOCATED IN THE CENTER OF A
 DO6260'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6260'
 DO6260'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6260'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH OF THE STATION
 DO6260'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6259 ***********************************************************************
 DO6259  DESIGNATION -  7U53
 DO6259  PID         -  DO6259
 DO6259  STATE/COUNTY-  WI/ONEIDA
 DO6259  COUNTRY     -  US
 DO6259  USGS QUAD   -  HARSHAW (2018)
 DO6259
 DO6259                         *CURRENT SURVEY CONTROL
 DO6259  ______________________________________________________________________
 DO6259* NAD 83(1986) POSITION- 45 44 10.     (N) 089 43 23.     (W)   SCALED
 DO6259* NAVD 88 ORTHO HEIGHT -   473.338 (meters)     1552.94  (feet) ADJUSTED
 DO6259  ______________________________________________________________________
 DO6259  GEOID HEIGHT    -        -31.099 (meters)                     GEOID18
 DO6259  DYNAMIC HEIGHT  -        473.326 (meters)     1552.90  (feet) COMP
 DO6259  MODELED GRAVITY -    980,576.0   (mgal)                       NAVD 88
 DO6259
 DO6259  VERT ORDER      -  SECOND    CLASS I
 DO6259
 DO6259.The horizontal coordinates were scaled from a map and have
 DO6259.an estimated accuracy of +/- 6 seconds.
 DO6259
 DO6259.The orthometric height was determined by differential leveling and
 DO6259.adjusted by the NATIONAL GEODETIC SURVEY
 DO6259.in February 2017.
 DO6259
 DO6259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6259.GEOID18 height accuracy estimate available here.
 DO6259
 DO6259.Click photographs - Photos may exist for this station.
 DO6259
 DO6259.The dynamic height is computed by dividing the NAVD 88
 DO6259.geopotential number by the normal gravity value computed on the
 DO6259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6259.degrees latitude (g = 980.6199 gals.).
 DO6259
 DO6259.The modeled gravity was interpolated from observed gravity values.
 DO6259
 DO6259;                    North         East    Units  Estimated Accuracy
 DO6259;SPC WI N     -    63,330.      621,550.      MT  (+/- 180 meters Scaled)
 DO6259
 DO6259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR881683(NAD 83)
 DO6259
 DO6259                          SUPERSEDED SURVEY CONTROL
 DO6259
 DO6259  NAVD 88 (07/25/13)  473.361  (m)         1553.02   (f) SUPERSEDED  2 1
 DO6259
 DO6259.Superseded values are not recommended for survey control.
 DO6259
 DO6259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6259.See file dsdata.pdf to determine how the superseded data were derived.
 DO6259
 DO6259_MARKER: DD = SURVEY DISK
 DO6259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6259_STAMPING: 7U53 2011
 DO6259_MARK LOGO: WIDT
 DO6259_PROJECTION: FLUSH
 DO6259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6259+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO6259
 DO6259  HISTORY     - Date     Condition        Report By
 DO6259  HISTORY     - 2011     MONUMENTED       WIDT
 DO6259  HISTORY     - 20121115 GOOD             WIDT
 DO6259
 DO6259                          STATION DESCRIPTION
 DO6259
 DO6259'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6259'THE STATION IS 18.0 MI (29.0 KM) NORTH OF TOMAHAWK, 16.5 MI (26.5 KM)
 DO6259'NORTHWEST OF RHINELANDER, AND 11.1 MI (17.9 KM) SOUTH OF WOODRUFF.
 DO6259'
 DO6259'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6259'HIGHWAY Y LOCATED APPROXIMATELY 7 MI (11.3 KM) SOUTH OF MINOCQUA, GO
 DO6259'SOUTH ON U.S. HIGHWAY 51 FOR 1.7 MI (2.7 KM) TO WARBONNET LANE ON THE
 DO6259'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 51 FOR 0.6 MI (1.0 KM) TO
 DO6259'FROSTBITE TRAIL ON THE LEFT AND THE STATION ON THE LEFT IN THE
 DO6259'NORTHEAST QUADRANT.
 DO6259'
 DO6259'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6259'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6259'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 2 M
 DO6259'(6.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 16.3 M (53.5 FT)
 DO6259'EAST OF THE CENTERLINE OF U.S. HIGHWAY 51, 28.0 M (91.9 FT) NORTH OF
 DO6259'THE CENTERLINE OF FROSTBITE TRAIL, 18.9 M (62.0 FT) SOUTH-SOUTHEAST OF
 DO6259'A POST FOR A -THEATRE ENTRANCE- SIGN, AND LOCATED IN THE CENTER OF A
 DO6259'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6259'
 DO6259'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6259'DEGREES ABOVE THE HORIZON EXCEPT TREES TO THE NORTH EXTENDING TO 45
 DO6259'DEGREES ABOVE THE HORIZON AND TREES TO THE EAST EXTENDING 30 DEGREES
 DO6259'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6258 ***********************************************************************
 DO6258  DESIGNATION -  7U54
 DO6258  PID         -  DO6258
 DO6258  STATE/COUNTY-  WI/ONEIDA
 DO6258  COUNTRY     -  US
 DO6258  USGS QUAD   -  HAZELHURST (2018)
 DO6258
 DO6258                         *CURRENT SURVEY CONTROL
 DO6258  ______________________________________________________________________
 DO6258* NAD 83(1986) POSITION- 45 46 03.     (N) 089 43 01.     (W)   SCALED
 DO6258* NAVD 88 ORTHO HEIGHT -   492.354 (meters)     1615.33  (feet) ADJUSTED
 DO6258  ______________________________________________________________________
 DO6258  GEOID HEIGHT    -        -31.093 (meters)                     GEOID18
 DO6258  DYNAMIC HEIGHT  -        492.343 (meters)     1615.30  (feet) COMP
 DO6258  MODELED GRAVITY -    980,577.9   (mgal)                       NAVD 88
 DO6258
 DO6258  VERT ORDER      -  SECOND    CLASS I
 DO6258
 DO6258.The horizontal coordinates were scaled from a map and have
 DO6258.an estimated accuracy of +/- 6 seconds.
 DO6258
 DO6258.The orthometric height was determined by differential leveling and
 DO6258.adjusted by the NATIONAL GEODETIC SURVEY
 DO6258.in February 2017.
 DO6258
 DO6258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6258.GEOID18 height accuracy estimate available here.
 DO6258
 DO6258.Click photographs - Photos may exist for this station.
 DO6258
 DO6258.The dynamic height is computed by dividing the NAVD 88
 DO6258.geopotential number by the normal gravity value computed on the
 DO6258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6258.degrees latitude (g = 980.6199 gals.).
 DO6258
 DO6258.The modeled gravity was interpolated from observed gravity values.
 DO6258
 DO6258;                    North         East    Units  Estimated Accuracy
 DO6258;SPC WI N     -    66,820.      622,020.      MT  (+/- 180 meters Scaled)
 DO6258
 DO6258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR887718(NAD 83)
 DO6258
 DO6258                          SUPERSEDED SURVEY CONTROL
 DO6258
 DO6258  NAVD 88 (07/25/13)  492.377  (m)         1615.41   (f) SUPERSEDED  2 1
 DO6258
 DO6258.Superseded values are not recommended for survey control.
 DO6258
 DO6258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6258.See file dsdata.pdf to determine how the superseded data were derived.
 DO6258
 DO6258_MARKER: DD = SURVEY DISK
 DO6258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6258_STAMPING: 7U54 2011
 DO6258_MARK LOGO: WIDT
 DO6258_PROJECTION: FLUSH
 DO6258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6258+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO6258
 DO6258  HISTORY     - Date     Condition        Report By
 DO6258  HISTORY     - 2011     MONUMENTED       WIDT
 DO6258  HISTORY     - 20121115 GOOD             WIDT
 DO6258
 DO6258                          STATION DESCRIPTION
 DO6258
 DO6258'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6258'THE STATION IS 20.3 MI (32.7 KM) NORTH OF TOMAHAWK, 16.8 MI (27.0 KM)
 DO6258'NORTHWEST OF RHINELANDER, AND 8.9 MI (14.3 KM) SOUTH OF WOODRUFF.
 DO6258'
 DO6258'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6258'HIGHWAY Y LOCATED APPROXIMATELY 7 MI (11.3 KM) SOUTH OF MINOCQUA, GO
 DO6258'SOUTH ON U.S. HIGHWAY 51 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DO6258'LEFT.
 DO6258'
 DO6258'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6258'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6258'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M
 DO6258'(3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 20.0 M (65.6 FT)
 DO6258'EAST OF THE CENTERLINE OF U.S. HIGHWAY 51, 29.3 M (96.1 FT) SOUTH OF
 DO6258'THE CENTER OF THE NORTH GRAVEL ENTRANCE TO -THE WATERING HOLE CANTINA
 DO6258'AND GRILLE-, 22.9 M (75.1 FT) NORTH-NORTHEAST OF A 15 INCH (38 CM)
 DO6258'CORRUGATED METAL CULVERT, 10.8 M (35.4 FT) EAST OF A MAILBOX POST
 DO6258'-6244 U.S. HIGHWAY 51-, AND 0.6 M (2.0 FT) WEST OF A WHITE PLASTIC
 DO6258'WITNESS POST.
 DO6258'
 DO6258'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6258'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST EXTENDING TO 30
 DO6258'DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6257 ***********************************************************************
 DO6257  DESIGNATION -  7U55
 DO6257  PID         -  DO6257
 DO6257  STATE/COUNTY-  WI/ONEIDA
 DO6257  COUNTRY     -  US
 DO6257  USGS QUAD   -  HAZELHURST (2018)
 DO6257
 DO6257                         *CURRENT SURVEY CONTROL
 DO6257  ______________________________________________________________________
 DO6257* NAD 83(1986) POSITION- 45 47 07.66   (N) 089 42 41.82   (W)   HD_HELD1
 DO6257* NAVD 88 ORTHO HEIGHT -   491.645 (meters)     1613.01  (feet) ADJUSTED
 DO6257  ______________________________________________________________________
 DO6257  GEOID HEIGHT    -        -31.101 (meters)                     GEOID18
 DO6257  DYNAMIC HEIGHT  -        491.634 (meters)     1612.97  (feet) COMP
 DO6257  MODELED GRAVITY -    980,578.2   (mgal)                       NAVD 88
 DO6257
 DO6257  VERT ORDER      -  SECOND    CLASS I
 DO6257
 DO6257.The horizontal coordinates were determined by differentially corrected
 DO6257.hand held GPS observations or other comparable positioning techniques
 DO6257.and have an estimated accuracy of +/- 3 meters.
 DO6257
 DO6257.The orthometric height was determined by differential leveling and
 DO6257.adjusted by the NATIONAL GEODETIC SURVEY
 DO6257.in February 2017.
 DO6257
 DO6257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6257.GEOID18 height accuracy estimate available here.
 DO6257
 DO6257.Click photographs - Photos may exist for this station.
 DO6257
 DO6257.The dynamic height is computed by dividing the NAVD 88
 DO6257.geopotential number by the normal gravity value computed on the
 DO6257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6257.degrees latitude (g = 980.6199 gals.).
 DO6257
 DO6257.The modeled gravity was interpolated from observed gravity values.
 DO6257
 DO6257;                    North         East    Units  Estimated Accuracy
 DO6257;SPC WI N     -    68,815.7     622,424.5     MT  (+/- 3 meters HH1 GPS) 
 DO6257
 DO6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8922573787(NAD 83)
 DO6257
 DO6257                          SUPERSEDED SURVEY CONTROL
 DO6257
 DO6257  NAVD 88 (07/25/13)  491.668  (m)         1613.08   (f) SUPERSEDED  2 1
 DO6257
 DO6257.Superseded values are not recommended for survey control.
 DO6257
 DO6257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6257.See file dsdata.pdf to determine how the superseded data were derived.
 DO6257
 DO6257_MARKER: DD = SURVEY DISK
 DO6257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6257_STAMPING: 7U55 2011
 DO6257_MARK LOGO: WIDT
 DO6257_PROJECTION: FLUSH
 DO6257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6257+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2012
 DO6257
 DO6257  HISTORY     - Date     Condition        Report By
 DO6257  HISTORY     - 2011     MONUMENTED       WIDT
 DO6257  HISTORY     - 20121113 GOOD             WIDT
 DO6257
 DO6257                          STATION DESCRIPTION
 DO6257
 DO6257'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6257'THE STATION IS 21.8 MI (35.1 KM) NORTH OF TOMAHAWK, 7.6 MI (12.2 KM)
 DO6257'SOUTH OF WOODRUFF, AND 6.0 MI (9.7 KM) SOUTHWEST OF LAKE TOMAHAWK.
 DO6257'
 DO6257'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT AT THE JUNCTION OF
 DO6257'U.S. HIGHWAY 51 WITH COUNTY HIGHWAY D, APPROXIMATELY 6 MI (9.7 KM)
 DO6257'SOUTH OF MINOCQUA.
 DO6257'
 DO6257'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6257'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6257'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6257'HIGHWAY PAVEMENT.  THE STATION IS 7.2 M (23.6 FT) WEST OF THE EDGE OF
 DO6257'PAVEMENT OF U.S. HIGHWAY 51, 28.0 M (91.9 FT) SOUTHEAST OF THE
 DO6257'SOUTHEAST BUILDING CORNER OF THE -HAZELHURST BAR-, 13.4 M (44.0 FT)
 DO6257'SOUTH OF A WOODEN POST FOR A -STOP- SIGN, AND LOCATED IN THE CENTER OF
 DO6257'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6257'
 DO6257'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DO6257'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6255 ***********************************************************************
 DO6255  DESIGNATION -  7U56
 DO6255  PID         -  DO6255
 DO6255  STATE/COUNTY-  WI/ONEIDA
 DO6255  COUNTRY     -  US
 DO6255  USGS QUAD   -  HAZELHURST (2018)
 DO6255
 DO6255                         *CURRENT SURVEY CONTROL
 DO6255  ______________________________________________________________________
 DO6255* NAD 83(1986) POSITION- 45 49 28.     (N) 089 43 19.     (W)   SCALED
 DO6255* NAVD 88 ORTHO HEIGHT -   497.414 (meters)     1631.93  (feet) ADJUSTED
 DO6255  ______________________________________________________________________
 DO6255  GEOID HEIGHT    -        -31.099 (meters)                     GEOID18
 DO6255  DYNAMIC HEIGHT  -        497.401 (meters)     1631.89  (feet) COMP
 DO6255  MODELED GRAVITY -    980,572.7   (mgal)                       NAVD 88
 DO6255
 DO6255  VERT ORDER      -  SECOND    CLASS I
 DO6255
 DO6255.The horizontal coordinates were scaled from a map and have
 DO6255.an estimated accuracy of +/- 6 seconds.
 DO6255
 DO6255.The orthometric height was determined by differential leveling and
 DO6255.adjusted by the NATIONAL GEODETIC SURVEY
 DO6255.in February 2017.
 DO6255
 DO6255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6255.GEOID18 height accuracy estimate available here.
 DO6255
 DO6255.Click photographs - Photos may exist for this station.
 DO6255
 DO6255.The dynamic height is computed by dividing the NAVD 88
 DO6255.geopotential number by the normal gravity value computed on the
 DO6255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6255.degrees latitude (g = 980.6199 gals.).
 DO6255
 DO6255.The modeled gravity was interpolated from observed gravity values.
 DO6255
 DO6255;                    North         East    Units  Estimated Accuracy
 DO6255;SPC WI N     -    73,150.      621,610.      MT  (+/- 180 meters Scaled)
 DO6255
 DO6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR885781(NAD 83)
 DO6255
 DO6255                          SUPERSEDED SURVEY CONTROL
 DO6255
 DO6255  NAVD 88 (07/25/13)  497.439  (m)         1632.01   (f) SUPERSEDED  2 1
 DO6255
 DO6255.Superseded values are not recommended for survey control.
 DO6255
 DO6255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6255.See file dsdata.pdf to determine how the superseded data were derived.
 DO6255
 DO6255_MARKER: DD = SURVEY DISK
 DO6255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6255_STAMPING: 7U56 2011
 DO6255_MARK LOGO: WIDT
 DO6255_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6255+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2012
 DO6255
 DO6255  HISTORY     - Date     Condition        Report By
 DO6255  HISTORY     - 2011     MONUMENTED       WIDT
 DO6255  HISTORY     - 20121113 GOOD             WIDT
 DO6255
 DO6255                          STATION DESCRIPTION
 DO6255
 DO6255'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6255'THE STATION IS LOCATED 6.2 MI (10.0 KM) WEST OF LAKE TOMAHAWK, 3.2 MI
 DO6255'(5.1 KM) SOUTH OF MINOCQUA, AND 1.1 MI (1.8 KM) NORTH OF HAZELHURST.
 DO6255'
 DO6255'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6255'HIGHWAY D LOCATED APPROXIMATELY 7 MI (11.3 KM) SOUTH OF MINOCQUA, GO
 DO6255'NORTH ON U.S. HIGHWAY 51 FOR 2.65 MI (4.3 KM) TO RIDGEWOOD ROAD ON THE
 DO6255'LEFT.  CONTINUE NORTH-NORTHEAST ON U.S. HIGHWAY 51 FOR 0.35 MI (0.6
 DO6255'KM) TO THE STATION ON THE RIGHT.
 DO6255'
 DO6255'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6255'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6255'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6255'HIGHWAY PAVEMENT.  THE STATION IS 10.8 M (35.4 FT) EAST OF THE EDGE OF
 DO6255'PAVEMENT OF U.S. HIGHWAY 51, 27.4 M (89.9 FT) NORTH-NORTHWEST OF THE
 DO6255'WESTERNMOST SIGN POST FOR -NORTHWOODS WINDOWS-, 8.4 M (27.6 FT)
 DO6255'SOUTHEAST OF A 15 INCH (38 CM) CORRUGATED METAL CULVERT, AND LOCATED
 DO6255'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DO6255'POSTS.
 DO6255'
 DO6255'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6255'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6252 ***********************************************************************
 DO6252  DESIGNATION -  7U57
 DO6252  PID         -  DO6252
 DO6252  STATE/COUNTY-  WI/ONEIDA
 DO6252  COUNTRY     -  US
 DO6252  USGS QUAD   -  HAZELHURST (2018)
 DO6252
 DO6252                         *CURRENT SURVEY CONTROL
 DO6252  ______________________________________________________________________
 DO6252* NAD 83(1986) POSITION- 45 52 02.52   (N) 089 42 34.18   (W)   HD_HELD1
 DO6252* NAVD 88 ORTHO HEIGHT -   487.772 (meters)     1600.30  (feet) ADJUSTED
 DO6252  ______________________________________________________________________
 DO6252  GEOID HEIGHT    -        -31.170 (meters)                     GEOID18
 DO6252  DYNAMIC HEIGHT  -        487.754 (meters)     1600.24  (feet) COMP
 DO6252  MODELED GRAVITY -    980,564.2   (mgal)                       NAVD 88
 DO6252
 DO6252  VERT ORDER      -  SECOND    CLASS I
 DO6252
 DO6252.The horizontal coordinates were determined by differentially corrected
 DO6252.hand held GPS observations or other comparable positioning techniques
 DO6252.and have an estimated accuracy of +/- 3 meters.
 DO6252
 DO6252.The orthometric height was determined by differential leveling and
 DO6252.adjusted by the NATIONAL GEODETIC SURVEY
 DO6252.in February 2017.
 DO6252
 DO6252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6252.GEOID18 height accuracy estimate available here.
 DO6252
 DO6252.Click photographs - Photos may exist for this station.
 DO6252
 DO6252.The dynamic height is computed by dividing the NAVD 88
 DO6252.geopotential number by the normal gravity value computed on the
 DO6252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6252.degrees latitude (g = 980.6199 gals.).
 DO6252
 DO6252.The modeled gravity was interpolated from observed gravity values.
 DO6252
 DO6252;                    North         East    Units  Estimated Accuracy
 DO6252;SPC WI N     -    77,919.6     622,556.3     MT  (+/- 3 meters HH1 GPS) 
 DO6252
 DO6252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8969982881(NAD 83)
 DO6252
 DO6252                          SUPERSEDED SURVEY CONTROL
 DO6252
 DO6252  NAVD 88 (07/25/13)  487.797  (m)         1600.38   (f) SUPERSEDED  2 1
 DO6252
 DO6252.Superseded values are not recommended for survey control.
 DO6252
 DO6252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6252.See file dsdata.pdf to determine how the superseded data were derived.
 DO6252
 DO6252_MARKER: DD = SURVEY DISK
 DO6252_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6252_SP_SET: PARAPET WALL
 DO6252_STAMPING: 7U57 2011
 DO6252_MARK LOGO: WIDT
 DO6252_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6252+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2012
 DO6252
 DO6252  HISTORY     - Date     Condition        Report By
 DO6252  HISTORY     - 2011     MONUMENTED       WIDT
 DO6252  HISTORY     - 20121110 GOOD             WIDT
 DO6252
 DO6252                          STATION DESCRIPTION
 DO6252
 DO6252'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6252'THE STATION IS 4.2 MI (6.8 KM) NORTH OF HAZELHURST AND 2.1 MI (3.4 KM)
 DO6252'SOUTH OF WOODRUFF, LOCATED IN MINOCQUA, SET IN THE U.S. HIGHWAY 51
 DO6252'BRIDGE OVER MINOCQUA LAKE.
 DO6252'
 DO6252'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6252'HIGHWAY 70 IN MINOCQUA, GO SOUTH ON U.S. HIGHWAY 51 FOR 1.5 MI (2.4
 DO6252'KM) TO THE NORTH END OF A BRIDGE OVER MINOCQUA LAKE AND THE STATION ON
 DO6252'THE RIGHT.
 DO6252'
 DO6252'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6252'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DO6252'OF THE WEST PARAPET WALL OF THE BRIDGE B-43-41-93-, ABOUT 0.8 M (2.6
 DO6252'FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 1.6 M (5.2 FT) WEST OF
 DO6252'THE BACK OF CURB OF U.S. HIGHWAY 51, 1.7 M (5.6 FT) SOUTH OF THE NORTH
 DO6252'END OF THE PARAPET WALL, AND 0.6 M (2.0 FT) EAST OF A WHITE PLASTIC
 DO6252'WITNESS POST.
 DO6252'
 DO6252'NOTE-THIS STATION HAS ARE NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DO6252'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6254 ***********************************************************************
 DO6254  DESIGNATION -  7U59
 DO6254  PID         -  DO6254
 DO6254  STATE/COUNTY-  WI/ONEIDA
 DO6254  COUNTRY     -  US
 DO6254  USGS QUAD   -  WOODRUFF (2018)
 DO6254
 DO6254                         *CURRENT SURVEY CONTROL
 DO6254  ______________________________________________________________________
 DO6254* NAD 83(1986) POSITION- 45 53 36.07   (N) 089 41 54.41   (W)   HD_HELD1
 DO6254* NAVD 88 ORTHO HEIGHT -   488.768 (meters)     1603.57  (feet) ADJUSTED
 DO6254  ______________________________________________________________________
 DO6254  GEOID HEIGHT    -        -31.223 (meters)                     GEOID18
 DO6254  DYNAMIC HEIGHT  -        488.749 (meters)     1603.50  (feet) COMP
 DO6254  MODELED GRAVITY -    980,559.7   (mgal)                       NAVD 88
 DO6254
 DO6254  VERT ORDER      -  SECOND    CLASS I
 DO6254
 DO6254.The horizontal coordinates were determined by differentially corrected
 DO6254.hand held GPS observations or other comparable positioning techniques
 DO6254.and have an estimated accuracy of +/- 3 meters.
 DO6254
 DO6254.The orthometric height was determined by differential leveling and
 DO6254.adjusted by the NATIONAL GEODETIC SURVEY
 DO6254.in February 2017.
 DO6254
 DO6254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6254.GEOID18 height accuracy estimate available here.
 DO6254
 DO6254.Click photographs - Photos may exist for this station.
 DO6254
 DO6254.The dynamic height is computed by dividing the NAVD 88
 DO6254.geopotential number by the normal gravity value computed on the
 DO6254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6254.degrees latitude (g = 980.6199 gals.).
 DO6254
 DO6254.The modeled gravity was interpolated from observed gravity values.
 DO6254
 DO6254;                    North         East    Units  Estimated Accuracy
 DO6254;SPC WI N     -    80,811.0     623,403.0     MT  (+/- 3 meters HH1 GPS) 
 DO6254
 DO6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9065485739(NAD 83)
 DO6254
 DO6254                          SUPERSEDED SURVEY CONTROL
 DO6254
 DO6254  NAVD 88 (07/25/13)  488.794  (m)         1603.65   (f) SUPERSEDED  2 1
 DO6254
 DO6254.Superseded values are not recommended for survey control.
 DO6254
 DO6254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6254.See file dsdata.pdf to determine how the superseded data were derived.
 DO6254
 DO6254_MARKER: DD = SURVEY DISK
 DO6254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6254_STAMPING: 7U59 2011
 DO6254_MARK LOGO: WIDT
 DO6254_PROJECTION: FLUSH
 DO6254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6254+STABILITY: SURFACE MOTION
 DO6254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6254+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2013
 DO6254
 DO6254  HISTORY     - Date     Condition        Report By
 DO6254  HISTORY     - 2011     MONUMENTED       WIDT
 DO6254  HISTORY     - 20121110 GOOD             WIDT
 DO6254  HISTORY     - 20131016 GOOD             WIDT
 DO6254
 DO6254                          STATION DESCRIPTION
 DO6254
 DO6254'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6254'THE STATION IS LOCATED 10.8 MI (17.4 KM) SOUTHEAST OF LAC DU FLAMBEAU,
 DO6254'10.1 MI (16.3 KM) WEST OF ST. GERMAIN, AND 7.3 MI (11.7 KM) NORTHWEST
 DO6254'OF LAKE TOMAHAWK.
 DO6254'
 DO6254'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6254'HIGHWAY 47 LOCATED IN WOODRUFF AND JUST NORTH OF MINOCQUA, GO SOUTH ON
 DO6254'U.S. HIGHWAY 51 FOR 0.2 MI (0.3 KM) TO MARGARET STREET ON THE LEFT.
 DO6254'TURN LEFT AND GO EAST ON MARGARET STREET FOR 0.05 MI (0.1 KM) TO THE
 DO6254'STATION ON THE RIGHT.
 DO6254'
 DO6254'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6254'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6254'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6254'ROAD SURFACE.  THE STATION IS 9.6 M (31.5 FT) SOUTH OF THE CENTERLINE
 DO6254'OF MARGARET STREET, 24.3 M (79.7 FT) WEST OF A BRICK BASE FOR THE
 DO6254'-HOLY FAMILY CATHOLIC CHURCH- SIGN, 7.3 M (24.0 FT) EAST OF A -SPEED
 DO6254'LIMIT 25- SIGN, 1.4 M (4.6 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF
 DO6254'A SIDEWALK, AND 0.6 M (2.0 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DO6254'
 DO6254'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6254'DEGREES ABOVE THE HORIZON.
 DO6254
 DO6254                          STATION RECOVERY (2013)
 DO6254
 DO6254'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DO6254'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1698 ***********************************************************************
 DP1698  DESIGNATION -  7V01
 DP1698  PID         -  DP1698
 DP1698  STATE/COUNTY-  WI/ONEIDA
 DP1698  COUNTRY     -  US
 DP1698  USGS QUAD   -  LAKE JULIA (2018)
 DP1698
 DP1698                         *CURRENT SURVEY CONTROL
 DP1698  ______________________________________________________________________
 DP1698* NAD 83(1986) POSITION- 45 35 24.6    (N) 089 26 56.7    (W)   HD_HELD2
 DP1698* NAVD 88 ORTHO HEIGHT -   480.136 (meters)     1575.25  (feet) ADJUSTED
 DP1698  ______________________________________________________________________
 DP1698  GEOID HEIGHT    -        -32.059 (meters)                     GEOID18
 DP1698  DYNAMIC HEIGHT  -        480.113 (meters)     1575.17  (feet) COMP
 DP1698  MODELED GRAVITY -    980,552.5   (mgal)                       NAVD 88
 DP1698
 DP1698  VERT ORDER      -  SECOND    CLASS I
 DP1698
 DP1698.The horizontal coordinates were established by autonomous hand held GPS
 DP1698.observations and have an estimated accuracy of +/- 10 meters.
 DP1698
 DP1698.The orthometric height was determined by differential leveling and
 DP1698.adjusted by the NATIONAL GEODETIC SURVEY
 DP1698.in February 2017.
 DP1698
 DP1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1698.GEOID18 height accuracy estimate available here.
 DP1698
 DP1698.Click photographs - Photos may exist for this station.
 DP1698
 DP1698.The dynamic height is computed by dividing the NAVD 88
 DP1698.geopotential number by the normal gravity value computed on the
 DP1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1698.degrees latitude (g = 980.6199 gals.).
 DP1698
 DP1698.The modeled gravity was interpolated from observed gravity values.
 DP1698
 DP1698;                    North         East    Units  Estimated Accuracy
 DP1698;SPC WI N     -    47,218.      642,989.      MT  (+/- 10 meters HH2 GPS)
 DP1698
 DP1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0896751431(NAD 83)
 DP1698
 DP1698                          SUPERSEDED SURVEY CONTROL
 DP1698
 DP1698  NAVD 88 (03/19/14)  480.158  (m)         1575.32   (f) SUPERSEDED  2 1
 DP1698
 DP1698.Superseded values are not recommended for survey control.
 DP1698
 DP1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1698.See file dsdata.pdf to determine how the superseded data were derived.
 DP1698
 DP1698_MARKER: DD = SURVEY DISK
 DP1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1698_STAMPING: 7V01 2012
 DP1698_MARK LOGO: WIDT
 DP1698_PROJECTION: FLUSH
 DP1698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1698+STABILITY: SURFACE MOTION
 DP1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1698+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2013
 DP1698
 DP1698  HISTORY     - Date     Condition        Report By
 DP1698  HISTORY     - 2012     MONUMENTED       WIDT
 DP1698  HISTORY     - 20131028 GOOD             WIDT
 DP1698
 DP1698                          STATION DESCRIPTION
 DP1698
 DP1698'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1698'THE STATION IS APPROXIMATELY 14.8 MI (23.8 KM) WEST OF MONICO, 14.1 MI
 DP1698'(22.7 KM) NORTHEAST OF TOMAHAWK AND 3.7 MI (6.0 KM) SOUTHWEST OF
 DP1698'RHINELANDER.
 DP1698'
 DP1698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 AND STATE
 DP1698'HIGHWAY 47 WITH STATE HIGHWAY 17 JUST SOUTHWEST OF THE CITY OF
 DP1698'RHINELANDER, GO SOUTHWEST ON STATE HIGHWAY 17 FOR 2.2 MI (3.5 KM) TO
 DP1698'BOYCE DRIVE ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 17 FOR 0.55
 DP1698'MI (0.9 KM) TO THE STATION ON THE RIGHT.
 DP1698'
 DP1698'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1698'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1698'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1698'M (2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 11.9 M
 DP1698'(39.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 17, 60.4 M (198.2
 DP1698'FT) NORTH OF THE CENTERLINE OF A DRIVEWAY -2613-, 42.8 M (140.4 FT)
 DP1698'SOUTH OF THE CENTERLINE OF A DRIVEWAY -2627- AND LOCATED IN THE CENTER
 DP1698'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1698'
 DP1698'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1698'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE WEST EXTENDING
 DP1698'TO 25 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE EAST EXTENDING
 DP1698'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1699 ***********************************************************************
 DP1699  DESIGNATION -  7V02
 DP1699  PID         -  DP1699
 DP1699  STATE/COUNTY-  WI/ONEIDA
 DP1699  COUNTRY     -  US
 DP1699  USGS QUAD   -  LAKE JULIA (2018)
 DP1699
 DP1699                         *CURRENT SURVEY CONTROL
 DP1699  ______________________________________________________________________
 DP1699* NAD 83(1986) POSITION- 45 37 04.6    (N) 089 26 37.5    (W)   HD_HELD2
 DP1699* NAVD 88 ORTHO HEIGHT -   472.430 (meters)     1549.96  (feet) ADJUSTED
 DP1699  ______________________________________________________________________
 DP1699  GEOID HEIGHT    -        -32.001 (meters)                     GEOID18
 DP1699  DYNAMIC HEIGHT  -        472.408 (meters)     1549.89  (feet) COMP
 DP1699  MODELED GRAVITY -    980,554.4   (mgal)                       NAVD 88
 DP1699
 DP1699  VERT ORDER      -  SECOND    CLASS I
 DP1699
 DP1699.The horizontal coordinates were established by autonomous hand held GPS
 DP1699.observations and have an estimated accuracy of +/- 10 meters.
 DP1699
 DP1699.The orthometric height was determined by differential leveling and
 DP1699.adjusted by the NATIONAL GEODETIC SURVEY
 DP1699.in February 2017.
 DP1699
 DP1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1699.GEOID18 height accuracy estimate available here.
 DP1699
 DP1699.Click photographs - Photos may exist for this station.
 DP1699
 DP1699.The dynamic height is computed by dividing the NAVD 88
 DP1699.geopotential number by the normal gravity value computed on the
 DP1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1699.degrees latitude (g = 980.6199 gals.).
 DP1699
 DP1699.The modeled gravity was interpolated from observed gravity values.
 DP1699
 DP1699;                    North         East    Units  Estimated Accuracy
 DP1699;SPC WI N     -    50,309.      643,384.      MT  (+/- 10 meters HH2 GPS)
 DP1699
 DP1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0947754504(NAD 83)
 DP1699
 DP1699                          SUPERSEDED SURVEY CONTROL
 DP1699
 DP1699  NAVD 88 (03/19/14)  472.453  (m)         1550.04   (f) SUPERSEDED  2 1
 DP1699
 DP1699.Superseded values are not recommended for survey control.
 DP1699
 DP1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1699.See file dsdata.pdf to determine how the superseded data were derived.
 DP1699
 DP1699_MARKER: DD = SURVEY DISK
 DP1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1699_STAMPING: 7V02 2012
 DP1699_MARK LOGO: WIDT
 DP1699_PROJECTION: FLUSH
 DP1699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1699+STABILITY: SURFACE MOTION
 DP1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1699+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2013
 DP1699
 DP1699  HISTORY     - Date     Condition        Report By
 DP1699  HISTORY     - 2012     MONUMENTED       WIDT
 DP1699  HISTORY     - 20131024 GOOD             WIDT
 DP1699
 DP1699                          STATION DESCRIPTION
 DP1699
 DP1699'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1699'THE STATION IS LOCATED APPROXIMATELY 15.6 MI (25.1 KM) NORTHEAST OF
 DP1699'TOMAHAWK, 14.8 MI (23.8 KM) WEST-NORTHWEST OF MONICO AND 1.4 MI (2.3
 DP1699'KM) SOUTHWEST OF RHINELANDER.
 DP1699'
 DP1699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 AND STATE
 DP1699'HIGHWAY 47 WITH STATE HIGHWAY 17 LOCATED JUST SOUTHWEST OF THE CITY OF
 DP1699'RHINELANDER, GO SOUTHWEST ON STATE HIGHWAY 17 FOR 0.85 MI (1.4 KM) TO
 DP1699'THE STATION ON THE RIGHT.
 DP1699'
 DP1699'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1699'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1699'INCH) CONCRETE POST 1.0 FT (0.3 M) DEEP AND APPROXIMATELY 2 FT (0.6 M)
 DP1699'HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 47.8 FT (14.6 M)
 DP1699'WEST OF THE CENTERLINE OF HIGHWAY 17, 82.1 FT (25.0 M) SOUTH OF THE
 DP1699'CENTERLINE OF A DRIVEWAY -3197-, AT THE EAST EDGE OF AN EQUIPMENT
 DP1699'DISPLAY AREA AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP1699'WHITE PLASTIC WITNESS POSTS.
 DP1699'
 DP1699'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1699'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1848 ***********************************************************************
 DP1848  DESIGNATION -  7V03
 DP1848  PID         -  DP1848
 DP1848  STATE/COUNTY-  WI/ONEIDA
 DP1848  COUNTRY     -  US
 DP1848  USGS QUAD   -  LAKE JULIA (2018)
 DP1848
 DP1848                         *CURRENT SURVEY CONTROL
 DP1848  ______________________________________________________________________
 DP1848* NAD 83(1986) POSITION- 45 37 17.3    (N) 089 24 53.1    (W)   HD_HELD2
 DP1848* NAVD 88 ORTHO HEIGHT -   485.803 (meters)     1593.84  (feet) ADJUSTED
 DP1848  ______________________________________________________________________
 DP1848  GEOID HEIGHT    -        -32.076 (meters)                     GEOID18
 DP1848  DYNAMIC HEIGHT  -        485.780 (meters)     1593.76  (feet) COMP
 DP1848  MODELED GRAVITY -    980,552.4   (mgal)                       NAVD 88
 DP1848
 DP1848  VERT ORDER      -  SECOND    CLASS I
 DP1848
 DP1848.The horizontal coordinates were established by autonomous hand held GPS
 DP1848.observations and have an estimated accuracy of +/- 10 meters.
 DP1848
 DP1848.The orthometric height was determined by differential leveling and
 DP1848.adjusted by the NATIONAL GEODETIC SURVEY
 DP1848.in February 2017.
 DP1848
 DP1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1848.GEOID18 height accuracy estimate available here.
 DP1848
 DP1848.Click photographs - Photos may exist for this station.
 DP1848
 DP1848.The dynamic height is computed by dividing the NAVD 88
 DP1848.geopotential number by the normal gravity value computed on the
 DP1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1848.degrees latitude (g = 980.6199 gals.).
 DP1848
 DP1848.The modeled gravity was interpolated from observed gravity values.
 DP1848
 DP1848;                    North         East    Units  Estimated Accuracy
 DP1848;SPC WI N     -    50,717.      645,643.      MT  (+/- 10 meters HH2 GPS)
 DP1848
 DP1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1175054827(NAD 83)
 DP1848
 DP1848                          SUPERSEDED SURVEY CONTROL
 DP1848
 DP1848  NAVD 88 (03/19/14)  485.826  (m)         1593.91   (f) SUPERSEDED  2 1
 DP1848
 DP1848.Superseded values are not recommended for survey control.
 DP1848
 DP1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1848.See file dsdata.pdf to determine how the superseded data were derived.
 DP1848
 DP1848_MARKER: DD = SURVEY DISK
 DP1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1848_STAMPING: 7V03 2012
 DP1848_MARK LOGO: WIDT
 DP1848_PROJECTION: FLUSH
 DP1848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1848+STABILITY: SURFACE MOTION
 DP1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1848+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2013
 DP1848
 DP1848  HISTORY     - Date     Condition        Report By
 DP1848  HISTORY     - 2012     MONUMENTED       WIDT
 DP1848  HISTORY     - 20130802 GOOD             WIDT
 DP1848
 DP1848                          STATION DESCRIPTION
 DP1848
 DP1848'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1848'THE STATION IS LOCATED APPROXIMATELY 17.2 MI (27.7 KM) SOUTHWEST OF
 DP1848'THREE LAKES, 13.5 MI (21.7 KM) WEST-NORTHWEST OF MONICO, 1.0 MI (1.6
 DP1848'KM) SOUTH OF RHINELANDER.
 DP1848'
 DP1848'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH COUNTY
 DP1848'HIGHWAY G ABOUT 1 MI (1.6 KM) SOUTH OF THE CITY OF RHINELANDER, GO
 DP1848'WEST ON U.S. HIGHWAY 8 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DP1848'RIGHT.
 DP1848'
 DP1848'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP1848'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1848'DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY 0.3 M
 DP1848'(1.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.9 M
 DP1848'(48.9 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 8, 520 M (1706.0 FT)
 DP1848'NORTHWEST OF COUNTY HIGHWAY G, 27.1 M (88.9 FT) SOUTHEAST OF A -45MPH-
 DP1848'SIGN AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP1848'PLASTIC WITNESS POSTS.
 DP1848'
 DP1848'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1848'DEGREES ABOVE THE HORIZON EXCEPT FOR A CLOSE TREE LINE TO THE NORTH
 DP1848'EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE
 DP1848'SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1847 ***********************************************************************
 DP1847  DESIGNATION -  7V04
 DP1847  PID         -  DP1847
 DP1847  STATE/COUNTY-  WI/ONEIDA
 DP1847  COUNTRY     -  US
 DP1847  USGS QUAD   -  LAKE JULIA (2018)
 DP1847
 DP1847                         *CURRENT SURVEY CONTROL
 DP1847  ______________________________________________________________________
 DP1847* NAD 83(1986) POSITION- 45 36 41.40   (N) 089 22 35.84   (W)   HD_HELD1
 DP1847* NAVD 88 ORTHO HEIGHT -   474.908 (meters)     1558.09  (feet) ADJUSTED
 DP1847  ______________________________________________________________________
 DP1847  GEOID HEIGHT    -        -32.210 (meters)                     GEOID18
 DP1847  DYNAMIC HEIGHT  -        474.884 (meters)     1558.02  (feet) COMP
 DP1847  MODELED GRAVITY -    980,549.2   (mgal)                       NAVD 88
 DP1847
 DP1847  VERT ORDER      -  SECOND    CLASS I
 DP1847
 DP1847.The horizontal coordinates were determined by differentially corrected
 DP1847.hand held GPS observations or other comparable positioning techniques
 DP1847.and have an estimated accuracy of +/- 3 meters.
 DP1847
 DP1847.The orthometric height was determined by differential leveling and
 DP1847.adjusted by the NATIONAL GEODETIC SURVEY
 DP1847.in February 2017.
 DP1847
 DP1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1847.GEOID18 height accuracy estimate available here.
 DP1847
 DP1847.Click photographs - Photos may exist for this station.
 DP1847
 DP1847.The dynamic height is computed by dividing the NAVD 88
 DP1847.geopotential number by the normal gravity value computed on the
 DP1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1847.degrees latitude (g = 980.6199 gals.).
 DP1847
 DP1847.The modeled gravity was interpolated from observed gravity values.
 DP1847
 DP1847;                    North         East    Units  Estimated Accuracy
 DP1847;SPC WI N     -    49,631.3     648,624.9     MT  (+/- 3 meters HH1 GPS) 
 DP1847
 DP1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1469053631(NAD 83)
 DP1847
 DP1847                          SUPERSEDED SURVEY CONTROL
 DP1847
 DP1847  NAVD 88 (03/19/14)  474.932  (m)         1558.17   (f) SUPERSEDED  2 1
 DP1847
 DP1847.Superseded values are not recommended for survey control.
 DP1847
 DP1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1847.See file dsdata.pdf to determine how the superseded data were derived.
 DP1847
 DP1847_MARKER: DD = SURVEY DISK
 DP1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1847_STAMPING: 7V04 2012
 DP1847_MARK LOGO: WIDT
 DP1847_PROJECTION: FLUSH
 DP1847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1847+STABILITY: SURFACE MOTION
 DP1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1847+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2013
 DP1847
 DP1847  HISTORY     - Date     Condition        Report By
 DP1847  HISTORY     - 2012     MONUMENTED       WIDT
 DP1847  HISTORY     - 20130802 GOOD             WIDT
 DP1847
 DP1847                          STATION DESCRIPTION
 DP1847
 DP1847'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1847'THE STATION IS LOCATED APPROXIMATELY 24.8 MI (39.9 KM) SOUTHEAST OF
 DP1847'MINOCQUA, 11.3 MI (18.2 KM) WEST-NORTHWEST OF MONICO AND 2.4 MI (3.9
 DP1847'KM) SOUTHEAST OF RHINELANDER.
 DP1847'
 DP1847'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH COUNTY
 DP1847'HIGHWAY C, LOCATED APPROXIMATELY 2.0 MI (3.2 KM) SOUTHEAST OF THE CITY
 DP1847'OF RHINELANDER, GO SOUTHEAST ON U.S. HIGHWAY 8 FOR 0.4 MI (0.6 KM) TO
 DP1847'THE STATION ON THE RIGHT.
 DP1847'
 DP1847'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1847'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1847'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1847'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 20.7 M (67.9 FT)
 DP1847'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 8, 59.3 M (194.6 FT)
 DP1847'NORTHWEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 48 M (157.5 FT) WEST
 DP1847'OF A LARGE PAINTED BOULDER WHICH IS ABOUT 3 M (9.8 FT) BY 5 M (16.4
 DP1847'FT) IN SIZE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP1847'WHITE PLASTIC WITNESS POSTS.
 DP1847'
 DP1847'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1847'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTHWEST
 DP1847'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1845 ***********************************************************************
 DP1845  DESIGNATION -  7V05
 DP1845  PID         -  DP1845
 DP1845  STATE/COUNTY-  WI/ONEIDA
 DP1845  COUNTRY     -  US
 DP1845  USGS QUAD   -  GEORGE LAKE (2018)
 DP1845
 DP1845                         *CURRENT SURVEY CONTROL
 DP1845  ______________________________________________________________________
 DP1845* NAD 83(1986) POSITION- 45 35 58.2    (N) 089 17 45.9    (W)   HD_HELD2
 DP1845* NAVD 88 ORTHO HEIGHT -   477.964 (meters)     1568.12  (feet) ADJUSTED
 DP1845  ______________________________________________________________________
 DP1845  GEOID HEIGHT    -        -32.458 (meters)                     GEOID18
 DP1845  DYNAMIC HEIGHT  -        477.936 (meters)     1568.03  (feet) COMP
 DP1845  MODELED GRAVITY -    980,543.1   (mgal)                       NAVD 88
 DP1845
 DP1845  VERT ORDER      -  SECOND    CLASS I
 DP1845
 DP1845.The horizontal coordinates were established by autonomous hand held GPS
 DP1845.observations and have an estimated accuracy of +/- 10 meters.
 DP1845
 DP1845.The orthometric height was determined by differential leveling and
 DP1845.adjusted by the NATIONAL GEODETIC SURVEY
 DP1845.in February 2017.
 DP1845
 DP1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1845.GEOID18 height accuracy estimate available here.
 DP1845
 DP1845.Click photographs - Photos may exist for this station.
 DP1845
 DP1845.The dynamic height is computed by dividing the NAVD 88
 DP1845.geopotential number by the normal gravity value computed on the
 DP1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1845.degrees latitude (g = 980.6199 gals.).
 DP1845
 DP1845.The modeled gravity was interpolated from observed gravity values.
 DP1845
 DP1845;                    North         East    Units  Estimated Accuracy
 DP1845;SPC WI N     -    48,350.      654,919.      MT  (+/- 10 meters HH2 GPS)
 DP1845
 DP1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2093152114(NAD 83)
 DP1845
 DP1845                          SUPERSEDED SURVEY CONTROL
 DP1845
 DP1845  NAVD 88 (03/19/14)  477.996  (m)         1568.23   (f) SUPERSEDED  2 1
 DP1845
 DP1845.Superseded values are not recommended for survey control.
 DP1845
 DP1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1845.See file dsdata.pdf to determine how the superseded data were derived.
 DP1845
 DP1845_MARKER: DD = SURVEY DISK
 DP1845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1845_SP_SET: PARAPET WALL
 DP1845_STAMPING: 7V05 2012
 DP1845_MARK LOGO: WIDT
 DP1845_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1845+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2013
 DP1845
 DP1845  HISTORY     - Date     Condition        Report By
 DP1845  HISTORY     - 2012     MONUMENTED       WIDT
 DP1845  HISTORY     - 20130729 GOOD             WIDT
 DP1845
 DP1845                          STATION DESCRIPTION
 DP1845
 DP1845'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1845'THE STATION IS LOCATED APPROXIMATELY 15.2 MI (24.5 KM) SOUTHWEST OF
 DP1845'THREE LAKES, 7.3 MI (11.7 KM) WEST-NORTHWEST OF MONICO AND 5.9 MI (9.5
 DP1845'KM) SOUTHEAST OF RHINELANDER.
 DP1845'
 DP1845'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH COUNTY
 DP1845'HIGHWAY G ABOUT 1 MI (1.6 KM) SOUTH OF THE CITY OF RHINELANDER, GO
 DP1845'EAST ON U.S. HIGHWAY 8 FOR 5.8 MI (9.3 KM) TO A BRIDGE OVER THE NORTH
 DP1845'BRANCH OF THE PELICAN RIVER AND THE STATION ON THE LEFT.
 DP1845'
 DP1845'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1845'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DP1845'THE NORTH PARAPET WALL OF BRIDGE NUMBER B-43-16-77, APPROXIMATELY 1 M
 DP1845'(3.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 7.4 M (24.3
 DP1845'FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 8, 2.1 M (6.9 FT) WEST OF
 DP1845'A WHITE PLASTIC WITNESS POST AND 1.6 M (5.2 FT) WEST OF THE EAST END
 DP1845'OF THE PARAPET WALL.
 DP1845'
 DP1845'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1845'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH AND NORTHEAST
 DP1845'EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH
 DP1845'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1724 ***********************************************************************
 DP1724  DESIGNATION -  7V14
 DP1724  PID         -  DP1724
 DP1724  STATE/COUNTY-  WI/ONEIDA
 DP1724  COUNTRY     -  US
 DP1724  USGS QUAD   -  MOEN LAKE (2018)
 DP1724
 DP1724                         *CURRENT SURVEY CONTROL
 DP1724  ______________________________________________________________________
 DP1724* NAD 83(1986) POSITION- 45 40 59.9    (N) 089 22 10.8    (W)   HD_HELD2
 DP1724* NAVD 88 ORTHO HEIGHT -   490.176 (meters)     1608.19  (feet) ADJUSTED
 DP1724  ______________________________________________________________________
 DP1724  GEOID HEIGHT    -        -32.117 (meters)                     GEOID18
 DP1724  DYNAMIC HEIGHT  -        490.149 (meters)     1608.10  (feet) COMP
 DP1724  MODELED GRAVITY -    980,543.3   (mgal)                       NAVD 88
 DP1724
 DP1724  VERT ORDER      -  SECOND    CLASS I
 DP1724
 DP1724.The horizontal coordinates were established by autonomous hand held GPS
 DP1724.observations and have an estimated accuracy of +/- 10 meters.
 DP1724
 DP1724.The orthometric height was determined by differential leveling and
 DP1724.adjusted by the NATIONAL GEODETIC SURVEY
 DP1724.in February 2017.
 DP1724
 DP1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1724.GEOID18 height accuracy estimate available here.
 DP1724
 DP1724.Click photographs - Photos may exist for this station.
 DP1724
 DP1724.The dynamic height is computed by dividing the NAVD 88
 DP1724.geopotential number by the normal gravity value computed on the
 DP1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1724.degrees latitude (g = 980.6199 gals.).
 DP1724
 DP1724.The modeled gravity was interpolated from observed gravity values.
 DP1724
 DP1724;                    North         East    Units  Estimated Accuracy
 DP1724;SPC WI N     -    57,616.      649,104.      MT  (+/- 10 meters HH2 GPS)
 DP1724
 DP1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1546861592(NAD 83)
 DP1724
 DP1724                          SUPERSEDED SURVEY CONTROL
 DP1724
 DP1724  NAVD 88 (03/19/14)  490.200  (m)         1608.26   (f) SUPERSEDED  2 1
 DP1724
 DP1724.Superseded values are not recommended for survey control.
 DP1724
 DP1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1724.See file dsdata.pdf to determine how the superseded data were derived.
 DP1724
 DP1724_MARKER: DD = SURVEY DISK
 DP1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1724_STAMPING: 7V14 2012
 DP1724_MARK LOGO: WIDT
 DP1724_PROJECTION: FLUSH
 DP1724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1724+STABILITY: SURFACE MOTION
 DP1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1724+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2013
 DP1724
 DP1724  HISTORY     - Date     Condition        Report By
 DP1724  HISTORY     - 2012     MONUMENTED       WIDT
 DP1724  HISTORY     - 20130926 GOOD             WIDT
 DP1724
 DP1724                          STATION DESCRIPTION
 DP1724
 DP1724'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1724'THE STATION IS LOCATED APPROXIMATELY 12.8 MI (20.6 KM) SOUTHWEST OF
 DP1724'THREE LAKES, 9.1 MI (14.6 KM) SOUTHEAST OF MCNAUGHTON AND 4.1 MI (6.6
 DP1724'KM) NORTHEAST OF RHINELANDER.
 DP1724'
 DP1724'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1724'HIGHWAY A EAST, LOCATED APPROXIMATELY 11 MI (17.7 KM) EAST-NORTHEAST
 DP1724'OF THE CITY OF RHINELANDER, GO SOUTH ON STATE HIGHWAY 17 FOR 8.0 MI
 DP1724'(12.9 KM) TO POPLAR DRIVE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP1724'
 DP1724'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1724'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1724'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1724'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.1 M (43.0 FT) WEST
 DP1724'OF THE CENTERLINE OF STATE HIGHWAY 17, 44.8 M (147.0 FT) SOUTH OF THE
 DP1724'CENTERLINE OF POPLAR DRIVE, 24.3 M (79.7 FT) NORTHWEST OF A POWER POLE
 DP1724'-3709 21E25- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP1724'WHITE PLASTIC WITNESS POSTS.
 DP1724'
 DP1724'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1724'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST, WEST AND
 DP1724'SOUTHWEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND TREES TO THE
 DP1724'EAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1725 ***********************************************************************
 DP1725  DESIGNATION -  7V15
 DP1725  PID         -  DP1725
 DP1725  STATE/COUNTY-  WI/ONEIDA
 DP1725  COUNTRY     -  US
 DP1725  USGS QUAD   -  MOEN LAKE (2018)
 DP1725
 DP1725                         *CURRENT SURVEY CONTROL
 DP1725  ______________________________________________________________________
 DP1725* NAD 83(1986) POSITION- 45 42 11.3    (N) 089 20 33.7    (W)   HD_HELD2
 DP1725* NAVD 88 ORTHO HEIGHT -   490.386 (meters)     1608.87  (feet) ADJUSTED
 DP1725  ______________________________________________________________________
 DP1725  GEOID HEIGHT    -        -32.170 (meters)                     GEOID18
 DP1725  DYNAMIC HEIGHT  -        490.356 (meters)     1608.78  (feet) COMP
 DP1725  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 DP1725
 DP1725  VERT ORDER      -  SECOND    CLASS I
 DP1725
 DP1725.The horizontal coordinates were established by autonomous hand held GPS
 DP1725.observations and have an estimated accuracy of +/- 10 meters.
 DP1725
 DP1725.The orthometric height was determined by differential leveling and
 DP1725.adjusted by the NATIONAL GEODETIC SURVEY
 DP1725.in February 2017.
 DP1725
 DP1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1725.GEOID18 height accuracy estimate available here.
 DP1725
 DP1725.Click photographs - Photos may exist for this station.
 DP1725
 DP1725.The dynamic height is computed by dividing the NAVD 88
 DP1725.geopotential number by the normal gravity value computed on the
 DP1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1725.degrees latitude (g = 980.6199 gals.).
 DP1725
 DP1725.The modeled gravity was interpolated from observed gravity values.
 DP1725
 DP1725;                    North         East    Units  Estimated Accuracy
 DP1725;SPC WI N     -    59,837.      651,187.      MT  (+/- 10 meters HH2 GPS)
 DP1725
 DP1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1763363734(NAD 83)
 DP1725
 DP1725                          SUPERSEDED SURVEY CONTROL
 DP1725
 DP1725  NAVD 88 (03/19/14)  490.410  (m)         1608.95   (f) SUPERSEDED  2 1
 DP1725
 DP1725.Superseded values are not recommended for survey control.
 DP1725
 DP1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1725.See file dsdata.pdf to determine how the superseded data were derived.
 DP1725
 DP1725_MARKER: DD = SURVEY DISK
 DP1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1725_STAMPING: 7V15 2012
 DP1725_MARK LOGO: WIDT
 DP1725_PROJECTION: FLUSH
 DP1725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1725+STABILITY: SURFACE MOTION
 DP1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1725+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2013
 DP1725
 DP1725  HISTORY     - Date     Condition        Report By
 DP1725  HISTORY     - 2012     MONUMENTED       WIDT
 DP1725  HISTORY     - 20130925 GOOD             WIDT
 DP1725
 DP1725                          STATION DESCRIPTION
 DP1725
 DP1725'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1725'THE STATION IS LOCATED APPROXIMATELY 10.9 MI (17.5 KM) SOUTHWEST OF
 DP1725'THREE LAKES, 9.9 MI (15.9 KM) EAST-SOUTHEAST OF MCNAUGHTON AND 6.2 MI
 DP1725'(10.0 KM) NORTHEAST OF RHINELANDER.
 DP1725'
 DP1725'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1725'HIGHWAY A EAST, LOCATED APPROXIMATELY 11 MI (17.7 KM) EAST-NORTHEAST
 DP1725'OF THE CITY OF RHINELANDER, GO SOUTH ON STATE HIGHWAY 17 FOR 6.05 MI
 DP1725'(9.7 KM) TO WEST PRAIRIE TRAIL ON THE LEFT AND THE STATION ON THE
 DP1725'LEFT.
 DP1725'
 DP1725'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1725'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1725'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1725'M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.5 M
 DP1725'(47.6 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 18.6 M (61.0 FT)
 DP1725'NORTH OF THE CENTERLINE OF WEST PRAIRIE TRAIL, 61.6 M (202.1 FT) SOUTH
 DP1725'OF THE CENTERLINE OF A DRIVEWAY -4910- AND LOCATED IN THE CENTER OF A
 DP1725'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1725'
 DP1725'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTHEAST, EAST
 DP1725'AND SOUTHEAST EXTENDING TO HIGHER 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1726 ***********************************************************************
 DP1726  DESIGNATION -  7V16
 DP1726  PID         -  DP1726
 DP1726  STATE/COUNTY-  WI/ONEIDA
 DP1726  COUNTRY     -  US
 DP1726  USGS QUAD   -  MOEN LAKE (2018)
 DP1726
 DP1726                         *CURRENT SURVEY CONTROL
 DP1726  ______________________________________________________________________
 DP1726* NAD 83(1986) POSITION- 45 43 53.2    (N) 089 20 21.9    (W)   HD_HELD2
 DP1726* NAVD 88 ORTHO HEIGHT -   488.958 (meters)     1604.19  (feet) ADJUSTED
 DP1726  ______________________________________________________________________
 DP1726  GEOID HEIGHT    -        -32.163 (meters)                     GEOID18
 DP1726  DYNAMIC HEIGHT  -        488.925 (meters)     1604.08  (feet) COMP
 DP1726  MODELED GRAVITY -    980,534.0   (mgal)                       NAVD 88
 DP1726
 DP1726  VERT ORDER      -  SECOND    CLASS I
 DP1726
 DP1726.The horizontal coordinates were established by autonomous hand held GPS
 DP1726.observations and have an estimated accuracy of +/- 10 meters.
 DP1726
 DP1726.The orthometric height was determined by differential leveling and
 DP1726.adjusted by the NATIONAL GEODETIC SURVEY
 DP1726.in February 2017.
 DP1726
 DP1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1726.GEOID18 height accuracy estimate available here.
 DP1726
 DP1726.Click photographs - Photos may exist for this station.
 DP1726
 DP1726.The dynamic height is computed by dividing the NAVD 88
 DP1726.geopotential number by the normal gravity value computed on the
 DP1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1726.degrees latitude (g = 980.6199 gals.).
 DP1726
 DP1726.The modeled gravity was interpolated from observed gravity values.
 DP1726
 DP1726;                    North         East    Units  Estimated Accuracy
 DP1726;SPC WI N     -    62,985.      651,416.      MT  (+/- 10 meters HH2 GPS)
 DP1726
 DP1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1798066871(NAD 83)
 DP1726
 DP1726                          SUPERSEDED SURVEY CONTROL
 DP1726
 DP1726  NAVD 88 (03/19/14)  488.983  (m)         1604.27   (f) SUPERSEDED  2 1
 DP1726
 DP1726.Superseded values are not recommended for survey control.
 DP1726
 DP1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1726.See file dsdata.pdf to determine how the superseded data were derived.
 DP1726
 DP1726_MARKER: DD = SURVEY DISK
 DP1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1726_STAMPING: 7V16 2012
 DP1726_MARK LOGO: WIDT
 DP1726_PROJECTION: FLUSH
 DP1726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1726+STABILITY: SURFACE MOTION
 DP1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1726+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2013
 DP1726
 DP1726  HISTORY     - Date     Condition        Report By
 DP1726  HISTORY     - 2012     MONUMENTED       WIDT
 DP1726  HISTORY     - 20130925 GOOD             WIDT
 DP1726
 DP1726                          STATION DESCRIPTION
 DP1726
 DP1726'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1726'THE STATION IS LOCATED APPROXIMATELY 9.9 MI (15.9 KM) EAST OF
 DP1726'MCNAUGHTON, 9.7 MI (15.6 KM) SOUTHWEST OF THREE LAKES AND 7.5 MI (12.1
 DP1726'KM) NORTH-NORTHEAST OF RHINELANDER.
 DP1726'
 DP1726'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1726'HIGHWAY A EAST, LOCATED APPROXIMATELY 11 MI (17.7 KM) EAST-NORTHEAST
 DP1726'OF THE CITY OF RHINELANDER, GO SOUTH ON STATE HIGHWAY 17 FOR 4.1 MI
 DP1726'(6.6 KM) TO JENNIE WEBBER LAKE ROAD ON THE LEFT AND THE STATION ON THE
 DP1726'LEFT.
 DP1726'
 DP1726'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1726'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1726'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.8
 DP1726'M (2.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 15.2 M
 DP1726'(49.9 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 24.2 M (79.4 FT)
 DP1726'SOUTH OF THE CENTERLINE OF JENNIE WEBBER LAKE ROAD, 25.6 M (84.0 FT)
 DP1726'SOUTHWEST OF A UTILITY PEDESTAL -1S 190 D 70- AND LOCATED IN THE
 DP1726'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1726'
 DP1726'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1726'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE WEST EXTENDING
 DP1726'TO 20 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTHEAST
 DP1726'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1729 ***********************************************************************
 DP1729  DESIGNATION -  7V17
 DP1729  PID         -  DP1729
 DP1729  STATE/COUNTY-  WI/ONEIDA
 DP1729  COUNTRY     -  US
 DP1729  USGS QUAD   -  SUGAR CAMP (2018)
 DP1729
 DP1729                         *CURRENT SURVEY CONTROL
 DP1729  ______________________________________________________________________
 DP1729* NAD 83(1986) POSITION- 45 47 42.1    (N) 089 19 13.2    (W)   HD_HELD2
 DP1729* NAVD 88 ORTHO HEIGHT -   517.399 (meters)     1697.50  (feet) ADJUSTED
 DP1729  ______________________________________________________________________
 DP1729  GEOID HEIGHT    -        -32.128 (meters)                     GEOID18
 DP1729  DYNAMIC HEIGHT  -        517.364 (meters)     1697.39  (feet) COMP
 DP1729  MODELED GRAVITY -    980,531.1   (mgal)                       NAVD 88
 DP1729
 DP1729  VERT ORDER      -  SECOND    CLASS I
 DP1729
 DP1729.The horizontal coordinates were established by autonomous hand held GPS
 DP1729.observations and have an estimated accuracy of +/- 10 meters.
 DP1729
 DP1729.The orthometric height was determined by differential leveling and
 DP1729.adjusted by the NATIONAL GEODETIC SURVEY
 DP1729.in February 2017.
 DP1729
 DP1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1729.GEOID18 height accuracy estimate available here.
 DP1729
 DP1729.Click photographs - Photos may exist for this station.
 DP1729
 DP1729.The dynamic height is computed by dividing the NAVD 88
 DP1729.geopotential number by the normal gravity value computed on the
 DP1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1729.degrees latitude (g = 980.6199 gals.).
 DP1729
 DP1729.The modeled gravity was interpolated from observed gravity values.
 DP1729
 DP1729;                    North         East    Units  Estimated Accuracy
 DP1729;SPC WI N     -    70,064.      652,841.      MT  (+/- 10 meters HH2 GPS)
 DP1729
 DP1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1967073892(NAD 83)
 DP1729
 DP1729                          SUPERSEDED SURVEY CONTROL
 DP1729
 DP1729  NAVD 88 (03/19/14)  517.427  (m)         1697.59   (f) SUPERSEDED  2 1
 DP1729
 DP1729.Superseded values are not recommended for survey control.
 DP1729
 DP1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1729.See file dsdata.pdf to determine how the superseded data were derived.
 DP1729
 DP1729_MARKER: DD = SURVEY DISK
 DP1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1729_STAMPING: 7V17 2012
 DP1729_MARK LOGO: WIDT
 DP1729_PROJECTION: FLUSH
 DP1729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1729+STABILITY: SURFACE MOTION
 DP1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1729+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2013
 DP1729
 DP1729  HISTORY     - Date     Condition        Report By
 DP1729  HISTORY     - 2012     MONUMENTED       WIDT
 DP1729  HISTORY     - 20130925 GOOD             WIDT
 DP1729
 DP1729                          STATION DESCRIPTION
 DP1729
 DP1729'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1729'THE STATION IS LOCATED APPROXIMATELY 11.6 MI (18.7 KM) NORTHEAST OF
 DP1729'MCNAUGHTON, 8.9 MI (14.3 KM) SOUTH-SOUTHWEST OF EAGLE RIVER AND 7.6 MI
 DP1729'(12.2 KM) WEST OF THREE LAKES.
 DP1729'
 DP1729'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1729'HIGHWAY D, LOCATED APPROXIMATELY 7.8 MI (12.6 KM) SOUTHWEST OF THE
 DP1729'CITY OF EAGLE RIVER, GO SOUTH ON STATE HIGHWAY 17 FOR 1.1 MI (1.8 KM)
 DP1729'TO SUGAR LANE ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 17 FOR 475
 DP1729'FT (144.8 M) TO THE STATION ON THE LEFT.
 DP1729'
 DP1729'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1729'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1729'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 2.4
 DP1729'M (7.9 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 18.6 M
 DP1729'(61.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 145 M (475.7 FT)
 DP1729'SOUTH OF SUGAR LANE, 11.9 M (39.0 FT) WEST OF A FENCE LINE AND LOCATED
 DP1729'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP1729'POSTS.
 DP1729'
 DP1729'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1729'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1731 ***********************************************************************
 DP1731  DESIGNATION -  7V18
 DP1731  PID         -  DP1731
 DP1731  STATE/COUNTY-  WI/ONEIDA
 DP1731  COUNTRY     -  US
 DP1731  USGS QUAD   -  SUGAR CAMP (2018)
 DP1731
 DP1731                         *CURRENT SURVEY CONTROL
 DP1731  ______________________________________________________________________
 DP1731* NAD 83(1986) POSITION- 45 50 53.0    (N) 089 17 48.0    (W)   HD_HELD2
 DP1731* NAVD 88 ORTHO HEIGHT -   508.976 (meters)     1669.87  (feet) ADJUSTED
 DP1731  ______________________________________________________________________
 DP1731  GEOID HEIGHT    -        -32.041 (meters)                     GEOID18
 DP1731  DYNAMIC HEIGHT  -        508.945 (meters)     1669.76  (feet) COMP
 DP1731  MODELED GRAVITY -    980,537.1   (mgal)                       NAVD 88
 DP1731
 DP1731  VERT ORDER      -  SECOND    CLASS I
 DP1731
 DP1731.The horizontal coordinates were established by autonomous hand held GPS
 DP1731.observations and have an estimated accuracy of +/- 10 meters.
 DP1731
 DP1731.The orthometric height was determined by differential leveling and
 DP1731.adjusted by the NATIONAL GEODETIC SURVEY
 DP1731.in February 2017.
 DP1731
 DP1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1731.GEOID18 height accuracy estimate available here.
 DP1731
 DP1731.Click photographs - Photos may exist for this station.
 DP1731
 DP1731.The dynamic height is computed by dividing the NAVD 88
 DP1731.geopotential number by the normal gravity value computed on the
 DP1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1731.degrees latitude (g = 980.6199 gals.).
 DP1731
 DP1731.The modeled gravity was interpolated from observed gravity values.
 DP1731
 DP1731;                    North         East    Units  Estimated Accuracy
 DP1731;SPC WI N     -    75,974.      654,629.      MT  (+/- 10 meters HH2 GPS)
 DP1731
 DP1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2167879730(NAD 83)
 DP1731
 DP1731                          SUPERSEDED SURVEY CONTROL
 DP1731
 DP1731  NAVD 88 (03/19/14)  509.006  (m)         1669.96   (f) SUPERSEDED  2 1
 DP1731
 DP1731.Superseded values are not recommended for survey control.
 DP1731
 DP1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1731.See file dsdata.pdf to determine how the superseded data were derived.
 DP1731
 DP1731_MARKER: DD = SURVEY DISK
 DP1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1731_STAMPING: 7V18 2012
 DP1731_MARK LOGO: WIDT
 DP1731_PROJECTION: FLUSH
 DP1731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1731+STABILITY: SURFACE MOTION
 DP1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1731+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2013
 DP1731
 DP1731  HISTORY     - Date     Condition        Report By
 DP1731  HISTORY     - 2012     MONUMENTED       WIDT
 DP1731  HISTORY     - 20130919 GOOD             WIDT
 DP1731
 DP1731                          STATION DESCRIPTION
 DP1731
 DP1731'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1731'THE STATION IS LOCATED APPROXIMATELY 9.9 MI (15.9 KM) SOUTHEAST OF
 DP1731'ST.GERMAIN, 7.3 MI (11.7 KM) NORTHWEST OF THREE LAKES AND 5.0 MI (8.0
 DP1731'KM) SOUTHWEST OF EAGLE RIVER.
 DP1731'
 DP1731'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1731'HIGHWAY D, LOCATED APPROXIMATELY 7.8 MI (12.6 KM) SOUTHWEST OF THE
 DP1731'CITY OF EAGLE RIVER, GO NORTH ON STATE HIGHWAY 17 FOR 1.1 MI (1.8 KM)
 DP1731'TO LONE PINE ROAD ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 17 FOR
 DP1731'1.8 MI (2.9 KM) TO THE STATION ON THE RIGHT.
 DP1731'
 DP1731'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1731'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1731'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1731'M (2.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 42.6 M
 DP1731'(139.8 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 71.0 M (232.9
 DP1731'FT) NORTH OF A 0.6 M (2.0 FT) DIAMETER CONCRETE CULVERT PIPE UNDER
 DP1731'STATE HIGHWAY 17 AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1731'THREE WHITE PLASTIC WITNESS POSTS.
 DP1731'
 DP1731'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE EAST EXTENDING
 DP1731'TO 35 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE WEST EXTENDING
 DP1731'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1732 ***********************************************************************
 DP1732  DESIGNATION -  7V19
 DP1732  PID         -  DP1732
 DP1732  STATE/COUNTY-  WI/VILAS
 DP1732  COUNTRY     -  US
 DP1732  USGS QUAD   -  EAGLE RIVER WEST (2018)
 DP1732
 DP1732                         *CURRENT SURVEY CONTROL
 DP1732  ______________________________________________________________________
 DP1732* NAD 83(1986) POSITION- 45 52 30.4    (N) 089 17 23.8    (W)   HD_HELD2
 DP1732* NAVD 88 ORTHO HEIGHT -   502.417 (meters)     1648.35  (feet) ADJUSTED
 DP1732  ______________________________________________________________________
 DP1732  GEOID HEIGHT    -        -31.970 (meters)                     GEOID18
 DP1732  DYNAMIC HEIGHT  -        502.388 (meters)     1648.25  (feet) COMP
 DP1732  MODELED GRAVITY -    980,542.1   (mgal)                       NAVD 88
 DP1732
 DP1732  VERT ORDER      -  SECOND    CLASS I
 DP1732
 DP1732.The horizontal coordinates were established by autonomous hand held GPS
 DP1732.observations and have an estimated accuracy of +/- 10 meters.
 DP1732
 DP1732.The orthometric height was determined by differential leveling and
 DP1732.adjusted by the NATIONAL GEODETIC SURVEY
 DP1732.in February 2017.
 DP1732
 DP1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1732.GEOID18 height accuracy estimate available here.
 DP1732
 DP1732.Click photographs - Photos may exist for this station.
 DP1732
 DP1732.The dynamic height is computed by dividing the NAVD 88
 DP1732.geopotential number by the normal gravity value computed on the
 DP1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1732.degrees latitude (g = 980.6199 gals.).
 DP1732
 DP1732.The modeled gravity was interpolated from observed gravity values.
 DP1732
 DP1732;                    North         East    Units  Estimated Accuracy
 DP1732;SPC WI N     -    78,985.      655,124.      MT  (+/- 10 meters HH2 GPS)
 DP1732
 DP1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2228782721(NAD 83)
 DP1732
 DP1732                          SUPERSEDED SURVEY CONTROL
 DP1732
 DP1732  NAVD 88 (03/19/14)  502.448  (m)         1648.45   (f) SUPERSEDED  2 1
 DP1732
 DP1732.Superseded values are not recommended for survey control.
 DP1732
 DP1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1732.See file dsdata.pdf to determine how the superseded data were derived.
 DP1732
 DP1732_MARKER: DD = SURVEY DISK
 DP1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1732_STAMPING: 7V19 2012
 DP1732_MARK LOGO: WIDT
 DP1732_PROJECTION: FLUSH
 DP1732_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1732+STABILITY: SURFACE MOTION
 DP1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1732+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2013
 DP1732
 DP1732  HISTORY     - Date     Condition        Report By
 DP1732  HISTORY     - 2012     MONUMENTED       WIDT
 DP1732  HISTORY     - 20130919 GOOD             WIDT
 DP1732
 DP1732                          STATION DESCRIPTION
 DP1732
 DP1732'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1732'THE STATION IS LOCATED APPROXIMATELY 9.7 MI (15.6 KM) EAST-SOUTHEAST
 DP1732'OF ST.GERMAIN, 8.1 MI (13.0 KM) NORTHWEST OF THREE LAKES AND 3.35 MI
 DP1732'(5.4 KM) SOUTHWEST OF EAGLE RIVER.
 DP1732'
 DP1732'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP1732'HIGHWAY 17 LOCATED ABOUT 2.3 MI (3.7 KM) WEST-SOUTHWEST OF THE CITY OF
 DP1732'EAGLE RIVER, GO SOUTH ON STATE HIGHWAY 17 FOR 1.65 MI (2.7 KM) TO
 DP1732'SUNDSTEIN ROAD ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 17 FOR
 DP1732'0.45 MI (0.7 KM) TO THE STATION ON THE LEFT.
 DP1732'
 DP1732'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1732'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1732'INCH) DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1732'M (2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 10.7 M
 DP1732'(35.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 29.9 M (98.1 FT)
 DP1732'SOUTH OF A DRIVEWAY -432-, 20.1 M (65.9 FT) SOUTHWEST OF A UTILITY
 DP1732'PEDESTAL -1212- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1732'THREE WHITE PLASTIC WITNESS POSTS.
 DP1732'
 DP1732'NOTE-THIS STATION IS OBSTRUCTED BY PINE TREES TO THE EAST EXTENDING TO
 DP1732'30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1854 ***********************************************************************
 DP1854  DESIGNATION -  7V28
 DP1854  PID         -  DP1854
 DP1854  STATE/COUNTY-  WI/VILAS
 DP1854  COUNTRY     -  US
 DP1854  USGS QUAD   -  EAGLE RIVER EAST (2018)
 DP1854
 DP1854                         *CURRENT SURVEY CONTROL
 DP1854  ______________________________________________________________________
 DP1854* NAD 83(1986) POSITION- 45 56 53.63   (N) 089 14 31.54   (W)   HD_HELD1
 DP1854* NAVD 88 ORTHO HEIGHT -   498.878 (meters)     1636.74  (feet) ADJUSTED
 DP1854  ______________________________________________________________________
 DP1854  GEOID HEIGHT    -        -31.727 (meters)                     GEOID18
 DP1854  DYNAMIC HEIGHT  -        498.863 (meters)     1636.69  (feet) COMP
 DP1854  MODELED GRAVITY -    980,569.6   (mgal)                       NAVD 88
 DP1854
 DP1854  VERT ORDER      -  SECOND    CLASS I
 DP1854
 DP1854.The horizontal coordinates were determined by differentially corrected
 DP1854.hand held GPS observations or other comparable positioning techniques
 DP1854.and have an estimated accuracy of +/- 3 meters.
 DP1854
 DP1854.The orthometric height was determined by differential leveling and
 DP1854.adjusted by the NATIONAL GEODETIC SURVEY
 DP1854.in February 2017.
 DP1854
 DP1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1854.GEOID18 height accuracy estimate available here.
 DP1854
 DP1854.Click photographs - Photos may exist for this station.
 DP1854
 DP1854.The dynamic height is computed by dividing the NAVD 88
 DP1854.geopotential number by the normal gravity value computed on the
 DP1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1854.degrees latitude (g = 980.6199 gals.).
 DP1854
 DP1854.The modeled gravity was interpolated from observed gravity values.
 DP1854
 DP1854;                    North         East    Units  Estimated Accuracy
 DP1854;SPC WI N     -    87,146.3     658,760.9     MT  (+/- 3 meters HH1 GPS) 
 DP1854
 DP1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2622990739(NAD 83)
 DP1854
 DP1854                          SUPERSEDED SURVEY CONTROL
 DP1854
 DP1854  NAVD 88 (03/19/14)  498.913  (m)         1636.85   (f) SUPERSEDED  2 1
 DP1854
 DP1854.Superseded values are not recommended for survey control.
 DP1854
 DP1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1854.See file dsdata.pdf to determine how the superseded data were derived.
 DP1854
 DP1854_MARKER: DD = SURVEY DISK
 DP1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1854_STAMPING: 7V28 2012
 DP1854_MARK LOGO: WIDT
 DP1854_PROJECTION: FLUSH
 DP1854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1854+STABILITY: SURFACE MOTION
 DP1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1854+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2013
 DP1854
 DP1854  HISTORY     - Date     Condition        Report By
 DP1854  HISTORY     - 2012     MONUMENTED       WIDT
 DP1854  HISTORY     - 20130913 GOOD             WIDT
 DP1854
 DP1854                          STATION DESCRIPTION
 DP1854
 DP1854'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1854'THE STATION IS LOCATED APPROXIMATELY 14.1 MI (22.7 KM) EAST-SOUTHEAST
 DP1854'OF SAYNER, 7.4 MI (11.9 KM) SOUTH OF CONOVER AND 1.5 MI (2.4 KM) NORTH
 DP1854'OF EAGLE RIVER.
 DP1854'
 DP1854'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1854'HIGHWAY 17 WITH COUNTY HIGHWAY G, ON THE NORTH SIDE OF THE CITY OF
 DP1854'EAGLE RIVER, GO NORTHEAST ON U.S. HIGHWAY 45 AND STATE HIGHWAY 17 FOR
 DP1854'0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DP1854'
 DP1854'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1854'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1854'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1854'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.6 M (47.9 FT)
 DP1854'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY 17,
 DP1854'49.4 M (162.1 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHERLY
 DP1854'DRIVEWAY FOR A MOTEL, 10.7 M (35.1 FT) WEST OF THE WEST SUPPORT FOR A
 DP1854'LARGE WOODEN SIGN -HIAWATHA LODGE INN- AND 0.6 M (2.0 FT) NORTHWEST OF
 DP1854'A WHITE PLASTIC WITNESS POST.
 DP1854'
 DP1854'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP1854'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1778 ***********************************************************************
 DP1778  DESIGNATION -  7V29
 DP1778  PID         -  DP1778
 DP1778  STATE/COUNTY-  WI/VILAS
 DP1778  COUNTRY     -  US
 DP1778  USGS QUAD   -  EAGLE RIVER EAST (2018)
 DP1778
 DP1778                         *CURRENT SURVEY CONTROL
 DP1778  ______________________________________________________________________
 DP1778* NAD 83(1986) POSITION- 45 57 59.29   (N) 089 14 22.91   (W)   HD_HELD1
 DP1778* NAVD 88 ORTHO HEIGHT -   501.215 (meters)     1644.40  (feet) ADJUSTED
 DP1778  ______________________________________________________________________
 DP1778  GEOID HEIGHT    -        -31.668 (meters)                     GEOID18
 DP1778  DYNAMIC HEIGHT  -        501.202 (meters)     1644.36  (feet) COMP
 DP1778  MODELED GRAVITY -    980,574.1   (mgal)                       NAVD 88
 DP1778
 DP1778  VERT ORDER      -  SECOND    CLASS I
 DP1778
 DP1778.The horizontal coordinates were determined by differentially corrected
 DP1778.hand held GPS observations or other comparable positioning techniques
 DP1778.and have an estimated accuracy of +/- 3 meters.
 DP1778
 DP1778.The orthometric height was determined by differential leveling and
 DP1778.adjusted by the NATIONAL GEODETIC SURVEY
 DP1778.in February 2017.
 DP1778
 DP1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1778.GEOID18 height accuracy estimate available here.
 DP1778
 DP1778.Click photographs - Photos may exist for this station.
 DP1778
 DP1778.The dynamic height is computed by dividing the NAVD 88
 DP1778.geopotential number by the normal gravity value computed on the
 DP1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1778.degrees latitude (g = 980.6199 gals.).
 DP1778
 DP1778.The modeled gravity was interpolated from observed gravity values.
 DP1778
 DP1778;                    North         East    Units  Estimated Accuracy
 DP1778;SPC WI N     -    89,175.1     658,927.4     MT  (+/- 3 meters HH1 GPS) 
 DP1778
 DP1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2647192760(NAD 83)
 DP1778
 DP1778                          SUPERSEDED SURVEY CONTROL
 DP1778
 DP1778  NAVD 88 (03/19/14)  501.250  (m)         1644.52   (f) SUPERSEDED  2 1
 DP1778
 DP1778.Superseded values are not recommended for survey control.
 DP1778
 DP1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1778.See file dsdata.pdf to determine how the superseded data were derived.
 DP1778
 DP1778_MARKER: DD = SURVEY DISK
 DP1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1778_STAMPING: 7V29 2012
 DP1778_MARK LOGO: WIDT
 DP1778_PROJECTION: FLUSH
 DP1778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1778+STABILITY: SURFACE MOTION
 DP1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1778+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2013
 DP1778
 DP1778  HISTORY     - Date     Condition        Report By
 DP1778  HISTORY     - 2012     MONUMENTED       WIDT
 DP1778  HISTORY     - 20130913 GOOD             WIDT
 DP1778
 DP1778                          STATION DESCRIPTION
 DP1778
 DP1778'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1778'THE STATION IS LOCATED APPROXIMATELY 10.3 M (33.8 FT) SOUTHWEST OF
 DP1778'PHELPS, 6.2 M (20.3 FT) SOUTH-SOUTHEAST OF CONOVER, 3.7 M (12.1 FT)
 DP1778'NORTH-NORTHEAST OF EAGLE RIVER.
 DP1778'
 DP1778'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DP1778'U.S. HIGHWAY 45 WITH STATE HIGHWAY 17, APPROXIMATELY 3.7 MI (6.0 KM)
 DP1778'NORTH OF EAGLE RIVER.
 DP1778'
 DP1778'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1778'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1778'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1778'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.3 M (46.9 FT) EAST
 DP1778'OF THE CENTERLINE OF U.S. HIGHWAY 45, 42.7 M (140.1 FT) SOUTH OF THE
 DP1778'CENTERLINE OF STATE HIGHWAY 17, 36.3 M (119.1 FT) WEST OF THE
 DP1778'NORTHWEST CORNER OF A BUILDING, 29.6 M (97.1 FT) SOUTHWEST OF A SMALL
 DP1778'PINE TREE AND 0.6 M (2.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DP1778'
 DP1778'NOTE-THIS STATION HAS NO OBSTRUCTS EXTENDING HIGHER THAN 20 DEGREES
 DP1778'ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE WEST EXTENDING TO 30
 DP1778'DEGREES ABOVE THE HORIZON AND PINE TREES TO THE NORTHEAST EXTENDING TO
 DP1778'25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1779 ***********************************************************************
 DP1779  DESIGNATION -  7V30
 DP1779  PID         -  DP1779
 DP1779  STATE/COUNTY-  WI/VILAS
 DP1779  COUNTRY     -  US
 DP1779  USGS QUAD   -  EAGLE RIVER WEST (2018)
 DP1779
 DP1779                         *CURRENT SURVEY CONTROL
 DP1779  ______________________________________________________________________
 DP1779* NAD 83(1986) POSITION- 45 59 05.2    (N) 089 15 03.1    (W)   HD_HELD2
 DP1779* NAVD 88 ORTHO HEIGHT -   501.659 (meters)     1645.86  (feet) ADJUSTED
 DP1779  ______________________________________________________________________
 DP1779  GEOID HEIGHT    -        -31.609 (meters)                     GEOID18
 DP1779  DYNAMIC HEIGHT  -        501.649 (meters)     1645.83  (feet) COMP
 DP1779  MODELED GRAVITY -    980,578.4   (mgal)                       NAVD 88
 DP1779
 DP1779  VERT ORDER      -  SECOND    CLASS I
 DP1779
 DP1779.The horizontal coordinates were established by autonomous hand held GPS
 DP1779.observations and have an estimated accuracy of +/- 10 meters.
 DP1779
 DP1779.The orthometric height was determined by differential leveling and
 DP1779.adjusted by the NATIONAL GEODETIC SURVEY
 DP1779.in February 2017.
 DP1779
 DP1779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1779.GEOID18 height accuracy estimate available here.
 DP1779
 DP1779.Click photographs - Photos may exist for this station.
 DP1779
 DP1779.The dynamic height is computed by dividing the NAVD 88
 DP1779.geopotential number by the normal gravity value computed on the
 DP1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1779.degrees latitude (g = 980.6199 gals.).
 DP1779
 DP1779.The modeled gravity was interpolated from observed gravity values.
 DP1779
 DP1779;                    North         East    Units  Estimated Accuracy
 DP1779;SPC WI N     -    91,202.      658,043.      MT  (+/- 10 meters HH2 GPS)
 DP1779
 DP1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2566494819(NAD 83)
 DP1779
 DP1779                          SUPERSEDED SURVEY CONTROL
 DP1779
 DP1779  NAVD 88 (03/19/14)  501.695  (m)         1645.98   (f) SUPERSEDED  2 1
 DP1779
 DP1779.Superseded values are not recommended for survey control.
 DP1779
 DP1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1779.See file dsdata.pdf to determine how the superseded data were derived.
 DP1779
 DP1779_MARKER: DD = SURVEY DISK
 DP1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1779_STAMPING: 7V30 2012
 DP1779_MARK LOGO: WIDT
 DP1779_PROJECTION: FLUSH
 DP1779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1779+STABILITY: SURFACE MOTION
 DP1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1779+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2019
 DP1779
 DP1779  HISTORY     - Date     Condition        Report By
 DP1779  HISTORY     - 2012     MONUMENTED       WIDT
 DP1779  HISTORY     - 20130729 GOOD             WIDT
 DP1779  HISTORY     - 20190627 GOOD             WI-125
 DP1779
 DP1779                          STATION DESCRIPTION
 DP1779
 DP1779'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1779'THE STATION IS LOCATED APPROXIMATELY 9.8 MI (15.8 KM) SOUTHWEST OF
 DP1779'PHELPS, 4.8 MI (7.7 KM) SOUTH-SOUTHEAST OF CONOVER AND 4.8 MI (7.7 KM)
 DP1779'NORTH OF EAGLE RIVER.
 DP1779'
 DP1779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1779'HIGHWAY 32 WITH STATE HIGHWAY 17, LOCATED APPROXIMATELY 3.7 MI (6.0
 DP1779'KM) NORTH OF THE CITY OF EAGLE RIVER, GO NORTH ON U.S. HIGHWAY 45 AND
 DP1779'STATE HIGHWAY 32 FOR 1.1 MI (1.8 KM) TO TANGLEWOOD DRIVE ON THE RIGHT.
 DP1779'CONTINUE NORTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 32 FOR 0.3 MI (0.5
 DP1779'KM) TO THE STATION ON THE LEFT.
 DP1779'
 DP1779'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1779'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1779'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1779'M (1.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.9 M
 DP1779'(48.9 FT) WEST OF U.S. HIGHWAY 45 AND STATE HIGHWAY 32, 12.3 M (40.4
 DP1779'FT) EAST OF A UTILITY JUNCTION BOX, 1.2 M (3.9 FT) SOUTH OF THE
 DP1779'CENTERLINE EXTENDED OF A GRAVEL DRIVEWAY -2846- AND LOCATED IN THE
 DP1779'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1779'
 DP1779'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1779'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE EAST AND A
 DP1779'TREE LINE TO THE WEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DP1779
 DP1779                          STATION RECOVERY (2019)
 DP1779
 DP1779'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2019 (ARJ)
 DP1779'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1719 ***********************************************************************
 DP1719  DESIGNATION -  7V61
 DP1719  PID         -  DP1719
 DP1719  STATE/COUNTY-  WI/ONEIDA
 DP1719  COUNTRY     -  US
 DP1719  USGS QUAD   -  ELCHO (2018)
 DP1719
 DP1719                         *CURRENT SURVEY CONTROL
 DP1719  ______________________________________________________________________
 DP1719* NAD 83(1986) POSITION- 45 28 54.2    (N) 089 10 44.5    (W)   HD_HELD2
 DP1719* NAVD 88 ORTHO HEIGHT -   490.279 (meters)     1608.52  (feet) ADJUSTED
 DP1719  ______________________________________________________________________
 DP1719  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 DP1719  DYNAMIC HEIGHT  -        490.229 (meters)     1608.36  (feet) COMP
 DP1719  MODELED GRAVITY -    980,498.2   (mgal)                       NAVD 88
 DP1719
 DP1719  VERT ORDER      -  SECOND    CLASS I
 DP1719
 DP1719.The horizontal coordinates were established by autonomous hand held GPS
 DP1719.observations and have an estimated accuracy of +/- 10 meters.
 DP1719
 DP1719.The orthometric height was determined by differential leveling and
 DP1719.adjusted by the NATIONAL GEODETIC SURVEY
 DP1719.in February 2017.
 DP1719
 DP1719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1719.GEOID18 height accuracy estimate available here.
 DP1719
 DP1719.Click photographs - Photos may exist for this station.
 DP1719
 DP1719.The dynamic height is computed by dividing the NAVD 88
 DP1719.geopotential number by the normal gravity value computed on the
 DP1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1719.degrees latitude (g = 980.6199 gals.).
 DP1719
 DP1719.The modeled gravity was interpolated from observed gravity values.
 DP1719
 DP1719;                    North         East    Units  Estimated Accuracy
 DP1719;SPC WI N     -    35,348.      664,186.      MT  (+/- 10 meters HH2 GPS)
 DP1719
 DP1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2970538775(NAD 83)
 DP1719
 DP1719                          SUPERSEDED SURVEY CONTROL
 DP1719
 DP1719  NAVD 88 (03/19/14)  490.311  (m)         1608.63   (f) SUPERSEDED  2 1
 DP1719
 DP1719.Superseded values are not recommended for survey control.
 DP1719
 DP1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1719.See file dsdata.pdf to determine how the superseded data were derived.
 DP1719
 DP1719_MARKER: DD = SURVEY DISK
 DP1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1719_STAMPING: 7V61 2012
 DP1719_MARK LOGO: WIDT
 DP1719_PROJECTION: FLUSH
 DP1719_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1719+STABILITY: SURFACE MOTION
 DP1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1719+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 DP1719
 DP1719  HISTORY     - Date     Condition        Report By
 DP1719  HISTORY     - 2012     MONUMENTED       WIDT
 DP1719  HISTORY     - 20130808 GOOD             WIDT
 DP1719
 DP1719                          STATION DESCRIPTION
 DP1719
 DP1719'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1719'THE STATION IS LOCATED APPROXIMATELY 3.9 MI (6.3 KM) EAST-SOUTHEAST OF
 DP1719'ENTERPRISE, 3.2 MI (5.1 KM) NORTH OF ELCHO AND 1.4 MI (2.3 KM)
 DP1719'SOUTHWEST OF PELICAN LAKE.
 DP1719'
 DP1719'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1719'HIGHWAY G ABOUT 2 MI (3.2 KM) SOUTH-SOUTHWEST OF PELICAN LAKE, GO
 DP1719'NORTH ON U.S. HIGHWAY 45 FOR 0.8 MI (1.3 KM) TO THE STATION ON THE
 DP1719'LEFT.
 DP1719'
 DP1719'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1719'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1719'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.4
 DP1719'M (1.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 13.6 M
 DP1719'(44.6 FT) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 45, 20.1 M (65.9
 DP1719'FT) SOUTH OF THE CENTERLINE OF OLD HIGHWAY 45, 9.8 M (32.2 FT) EAST OF
 DP1719'A TREE LINE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP1719'WHITE PLASTIC WITNESS POSTS.
 DP1719'
 DP1719'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE WEST EXTENDING
 DP1719'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1720 ***********************************************************************
 DP1720  DESIGNATION -  7V62
 DP1720  PID         -  DP1720
 DP1720  STATE/COUNTY-  WI/ONEIDA
 DP1720  COUNTRY     -  US
 DP1720  USGS QUAD   -  ELCHO (2018)
 DP1720
 DP1720                         *CURRENT SURVEY CONTROL
 DP1720  ______________________________________________________________________
 DP1720* NAD 83(1986) POSITION- 45 29 58.26   (N) 089 09 58.69   (W)   HD_HELD1
 DP1720* NAVD 88 ORTHO HEIGHT -   489.594 (meters)     1606.28  (feet) ADJUSTED
 DP1720  ______________________________________________________________________
 DP1720  GEOID HEIGHT    -        -33.235 (meters)                     GEOID18
 DP1720  DYNAMIC HEIGHT  -        489.547 (meters)     1606.12  (feet) COMP
 DP1720  MODELED GRAVITY -    980,505.1   (mgal)                       NAVD 88
 DP1720
 DP1720  VERT ORDER      -  SECOND    CLASS I
 DP1720
 DP1720.The horizontal coordinates were determined by differentially corrected
 DP1720.hand held GPS observations or other comparable positioning techniques
 DP1720.and have an estimated accuracy of +/- 3 meters.
 DP1720
 DP1720.The orthometric height was determined by differential leveling and
 DP1720.adjusted by the NATIONAL GEODETIC SURVEY
 DP1720.in February 2017.
 DP1720
 DP1720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1720.GEOID18 height accuracy estimate available here.
 DP1720
 DP1720.Click photographs - Photos may exist for this station.
 DP1720
 DP1720.The dynamic height is computed by dividing the NAVD 88
 DP1720.geopotential number by the normal gravity value computed on the
 DP1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1720.degrees latitude (g = 980.6199 gals.).
 DP1720
 DP1720.The modeled gravity was interpolated from observed gravity values.
 DP1720
 DP1720;                    North         East    Units  Estimated Accuracy
 DP1720;SPC WI N     -    37,336.3     665,160.4     MT  (+/- 3 meters HH1 GPS) 
 DP1720
 DP1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3075240725(NAD 83)
 DP1720
 DP1720                          SUPERSEDED SURVEY CONTROL
 DP1720
 DP1720  NAVD 88 (03/19/14)  489.625  (m)         1606.38   (f) SUPERSEDED  2 1
 DP1720
 DP1720.Superseded values are not recommended for survey control.
 DP1720
 DP1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1720.See file dsdata.pdf to determine how the superseded data were derived.
 DP1720
 DP1720_MARKER: DD = SURVEY DISK
 DP1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1720_STAMPING: 7V62 2012
 DP1720_MARK LOGO: WIDT
 DP1720_PROJECTION: FLUSH
 DP1720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1720+STABILITY: SURFACE MOTION
 DP1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1720+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2021
 DP1720
 DP1720  HISTORY     - Date     Condition        Report By
 DP1720  HISTORY     - 2012     MONUMENTED       WIDT
 DP1720  HISTORY     - 20130808 GOOD             WIDT
 DP1720  HISTORY     - 20210527 GOOD             SEILER
 DP1720
 DP1720                          STATION DESCRIPTION
 DP1720
 DP1720'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1720'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 DP1720'U.S. HIGHWAY 45 AND STATE HIGHWAY 47 WITH COUNTY HIGHWAY B IN THE
 DP1720'COMMUNITY OF PELICAN LAKE, ABOUT 5.5 MI (8.8 KM) SOUTH OF MONICO AND
 DP1720'4.5 MI (7.2 KM) NORTH OF ELCHO.
 DP1720'
 DP1720'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1720'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1720'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 1 M
 DP1720'(3.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 10.8 M
 DP1720'(35.4 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45, 31.7 M (104.0 FT)
 DP1720'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B (MILWAUKEE ST), 19.5 M
 DP1720'(64.0 FT) WEST OF THE CENTERLINE OF CATO STREET AND LOCATED IN THE
 DP1720'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1720'
 DP1720'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1720'DEGREES ABOVE THE HORIZON EXCEPT FOR A FEW PINE TREES TO THE EAST AND
 DP1720'NORTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DP1720
 DP1720                          STATION RECOVERY (2021)
 DP1720
 DP1720'RECOVERY NOTE BY SEILER INSTRUMENTS 2021 (TL)
 DP1720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1721 ***********************************************************************
 DP1721  DESIGNATION -  7V63
 DP1721  PID         -  DP1721
 DP1721  STATE/COUNTY-  WI/ONEIDA
 DP1721  COUNTRY     -  US
 DP1721  USGS QUAD   -  MONICO (2018)
 DP1721
 DP1721                         *CURRENT SURVEY CONTROL
 DP1721  ______________________________________________________________________
 DP1721* NAD 83(1986) POSITION- 45 31 37.6    (N) 089 09 41.6    (W)   HD_HELD2
 DP1721* NAVD 88 ORTHO HEIGHT -   491.617 (meters)     1612.91  (feet) ADJUSTED
 DP1721  ______________________________________________________________________
 DP1721  GEOID HEIGHT    -        -33.105 (meters)                     GEOID18
 DP1721  DYNAMIC HEIGHT  -        491.573 (meters)     1612.77  (feet) COMP
 DP1721  MODELED GRAVITY -    980,511.4   (mgal)                       NAVD 88
 DP1721
 DP1721  VERT ORDER      -  SECOND    CLASS I
 DP1721
 DP1721.The horizontal coordinates were established by autonomous hand held GPS
 DP1721.observations and have an estimated accuracy of +/- 10 meters.
 DP1721
 DP1721.The orthometric height was determined by differential leveling and
 DP1721.adjusted by the NATIONAL GEODETIC SURVEY
 DP1721.in February 2017.
 DP1721
 DP1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1721.GEOID18 height accuracy estimate available here.
 DP1721
 DP1721.Click photographs - Photos may exist for this station.
 DP1721
 DP1721.The dynamic height is computed by dividing the NAVD 88
 DP1721.geopotential number by the normal gravity value computed on the
 DP1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1721.degrees latitude (g = 980.6199 gals.).
 DP1721
 DP1721.The modeled gravity was interpolated from observed gravity values.
 DP1721
 DP1721;                    North         East    Units  Estimated Accuracy
 DP1721;SPC WI N     -    40,407.      665,499.      MT  (+/- 10 meters HH2 GPS)
 DP1721
 DP1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3120643781(NAD 83)
 DP1721
 DP1721                          SUPERSEDED SURVEY CONTROL
 DP1721
 DP1721  NAVD 88 (03/19/14)  491.646  (m)         1613.01   (f) SUPERSEDED  2 1
 DP1721
 DP1721.Superseded values are not recommended for survey control.
 DP1721
 DP1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1721.See file dsdata.pdf to determine how the superseded data were derived.
 DP1721
 DP1721_MARKER: DD = SURVEY DISK
 DP1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1721_STAMPING: 7V63 2012
 DP1721_MARK LOGO: WIDT
 DP1721_PROJECTION: FLUSH
 DP1721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1721+STABILITY: SURFACE MOTION
 DP1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1721+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 DP1721
 DP1721  HISTORY     - Date     Condition        Report By
 DP1721  HISTORY     - 2012     MONUMENTED       WIDT
 DP1721  HISTORY     - 20130808 GOOD             WIDT
 DP1721
 DP1721                          STATION DESCRIPTION
 DP1721
 DP1721'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1721'THE STATION IS LOCATED APPROXIMATELY 12.9 MI (20.8 KM) WEST-SOUTHWEST
 DP1721'OF CRANDON, 3.5 MI (5.6 KM) SOUTH-SOUTHWEST OF MONICO AND 1.9 MI (3.1
 DP1721'KM) NORTH OF PELICAN LAKE.
 DP1721'
 DP1721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH U.S.
 DP1721'HIGHWAY 45 AND STATE HIGHWAY 47 JUST WEST OF THE COMMUNITY OF MONICO,
 DP1721'GO SOUTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 47 FOR 1.55 MI (2.5 KM)
 DP1721'TO OLD 26 ROAD.  CONTINUE SOUTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY
 DP1721'47 FOR 1.8 MI (2.9 KM) TO THE STATION ON THE LEFT.
 DP1721'
 DP1721'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1721'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1721'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.2
 DP1721'M (0.7 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 30.2 M
 DP1721'(99.1 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45, 10.3 M (33.8 FT)
 DP1721'NORTHEAST OF A YELLOW PLASTIC -GAS LINE- MARKER POST, 6.4 M (21.0 FT)
 DP1721'SOUTH OF THE CENTERLINE OF A GRAVEL WOODS ENTRANCE AND LOCATED IN THE
 DP1721'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1721'
 DP1721'NOTE-THIS STATION IS OBSTRUCTED BY TREES IN ALL DIRECTIONS EXTENDING
 DP1721'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1722 ***********************************************************************
 DP1722  DESIGNATION -  7V64
 DP1722  PID         -  DP1722
 DP1722  STATE/COUNTY-  WI/ONEIDA
 DP1722  COUNTRY     -  US
 DP1722  USGS QUAD   -  MONICO (2018)
 DP1722
 DP1722                         *CURRENT SURVEY CONTROL
 DP1722  ______________________________________________________________________
 DP1722* NAD 83(1986) POSITION- 45 33 10.92   (N) 089 09 58.65   (W)   HD_HELD1
 DP1722* NAVD 88 ORTHO HEIGHT -   508.738 (meters)     1669.08  (feet) ADJUSTED
 DP1722  ______________________________________________________________________
 DP1722  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 DP1722  DYNAMIC HEIGHT  -        508.698 (meters)     1668.95  (feet) COMP
 DP1722  MODELED GRAVITY -    980,522.6   (mgal)                       NAVD 88
 DP1722
 DP1722  VERT ORDER      -  SECOND    CLASS I
 DP1722
 DP1722.The horizontal coordinates were determined by differentially corrected
 DP1722.hand held GPS observations or other comparable positioning techniques
 DP1722.and have an estimated accuracy of +/- 3 meters.
 DP1722
 DP1722.The orthometric height was determined by differential leveling and
 DP1722.adjusted by the NATIONAL GEODETIC SURVEY
 DP1722.in February 2017.
 DP1722
 DP1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1722.GEOID18 height accuracy estimate available here.
 DP1722
 DP1722.Click photographs - Photos may exist for this station.
 DP1722
 DP1722.The dynamic height is computed by dividing the NAVD 88
 DP1722.geopotential number by the normal gravity value computed on the
 DP1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1722.degrees latitude (g = 980.6199 gals.).
 DP1722
 DP1722.The modeled gravity was interpolated from observed gravity values.
 DP1722
 DP1722;                    North         East    Units  Estimated Accuracy
 DP1722;SPC WI N     -    43,284.0     665,098.8     MT  (+/- 3 meters HH1 GPS) 
 DP1722
 DP1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3091446670(NAD 83)
 DP1722
 DP1722                          SUPERSEDED SURVEY CONTROL
 DP1722
 DP1722  NAVD 88 (03/19/14)  508.766  (m)         1669.18   (f) SUPERSEDED  2 1
 DP1722
 DP1722.Superseded values are not recommended for survey control.
 DP1722
 DP1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1722.See file dsdata.pdf to determine how the superseded data were derived.
 DP1722
 DP1722_MARKER: DD = SURVEY DISK
 DP1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1722_STAMPING: 7V64 2012
 DP1722_MARK LOGO: WIDT
 DP1722_PROJECTION: FLUSH
 DP1722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1722+STABILITY: SURFACE MOTION
 DP1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1722+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 DP1722
 DP1722  HISTORY     - Date     Condition        Report By
 DP1722  HISTORY     - 2012     MONUMENTED       WIDT
 DP1722  HISTORY     - 20130808 GOOD             WIDT
 DP1722
 DP1722                          STATION DESCRIPTION
 DP1722
 DP1722'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1722'THE STATION IS LOCATED APPROXIMATELY 13.4 MI (21.6 KM) SOUTHEAST OF
 DP1722'RHINELANDER, 3.7 MI (6.0 KM) NORTH OF PELICAN LAKE AND 1.8 MI (2.9 KM)
 DP1722'SOUTH-SOUTHWEST OF MONICO.
 DP1722'
 DP1722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH U.S.
 DP1722'HIGHWAY 45 AND STATE HIGHWAY 47 JUST WEST OF THE COMMUNITY OF MONICO,
 DP1722'GO SOUTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 47 FOR 1.55 MI (2.5 KM)
 DP1722'TO OLD 26 ROAD AND THE STATION ON THE LEFT.
 DP1722'
 DP1722'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1722'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1722'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1722'M (1.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 19.2 M
 DP1722'(63.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY
 DP1722'47, 16.2 M (53.1 FT) SOUTH OF OLD 26 SOUTH, 7 M (23.0 FT) WEST OF A
 DP1722'SNOWMOBILE TRAIL AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1722'THREE WHITE PLASTIC WITNESS POSTS.
 DP1722'
 DP1722'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1722'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE EAST AND A
 DP1722'TREE LINE TO THE WEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1763 ***********************************************************************
 DP1763  DESIGNATION -  7V65
 DP1763  PID         -  DP1763
 DP1763  STATE/COUNTY-  WI/ONEIDA
 DP1763  COUNTRY     -  US
 DP1763  USGS QUAD   -  MONICO (2018)
 DP1763
 DP1763                         *CURRENT SURVEY CONTROL
 DP1763  ______________________________________________________________________
 DP1763* NAD 83(1986) POSITION- 45 35 24.97   (N) 089 07 52.14   (W)   HD_HELD1
 DP1763* NAVD 88 ORTHO HEIGHT -   492.328 (meters)     1615.25  (feet) ADJUSTED
 DP1763  ______________________________________________________________________
 DP1763  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 DP1763  DYNAMIC HEIGHT  -        492.295 (meters)     1615.14  (feet) COMP
 DP1763  MODELED GRAVITY -    980,533.0   (mgal)                       NAVD 88
 DP1763
 DP1763  VERT ORDER      -  SECOND    CLASS I
 DP1763
 DP1763.The horizontal coordinates were determined by differentially corrected
 DP1763.hand held GPS observations or other comparable positioning techniques
 DP1763.and have an estimated accuracy of +/- 3 meters.
 DP1763
 DP1763.The orthometric height was determined by differential leveling and
 DP1763.adjusted by the NATIONAL GEODETIC SURVEY
 DP1763.in February 2017.
 DP1763
 DP1763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1763.GEOID18 height accuracy estimate available here.
 DP1763
 DP1763.Click photographs - Photos may exist for this station.
 DP1763
 DP1763.The dynamic height is computed by dividing the NAVD 88
 DP1763.geopotential number by the normal gravity value computed on the
 DP1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1763.degrees latitude (g = 980.6199 gals.).
 DP1763
 DP1763.The modeled gravity was interpolated from observed gravity values.
 DP1763
 DP1763;                    North         East    Units  Estimated Accuracy
 DP1763;SPC WI N     -    47,451.7     667,797.4     MT  (+/- 3 meters HH1 GPS) 
 DP1763
 DP1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3376750734(NAD 83)
 DP1763
 DP1763                          SUPERSEDED SURVEY CONTROL
 DP1763
 DP1763  NAVD 88 (03/19/14)  492.355  (m)         1615.33   (f) SUPERSEDED  2 1
 DP1763
 DP1763.Superseded values are not recommended for survey control.
 DP1763
 DP1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1763.See file dsdata.pdf to determine how the superseded data were derived.
 DP1763
 DP1763_MARKER: DD = SURVEY DISK
 DP1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1763_STAMPING: 7V65 2012
 DP1763_MARK LOGO: WIDT
 DP1763_PROJECTION: PROJECTING 2 CENTIMETERS
 DP1763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1763+STABILITY: SURFACE MOTION
 DP1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1763+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2013
 DP1763
 DP1763  HISTORY     - Date     Condition        Report By
 DP1763  HISTORY     - 2012     MONUMENTED       WIDT
 DP1763  HISTORY     - 20130807 GOOD             WIDT
 DP1763
 DP1763                          STATION DESCRIPTION
 DP1763
 DP1763'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1763'THE STATION IS LOCATED APPROXIMATELY 14.4 MI (23.2 KM) SOUTH OF THREE
 DP1763'LAKES, 13.9 MI (22.4 KM) EAST-SOUTHEAST OF RHINELANDER AND 1.4 MI (2.3
 DP1763'KM) NORTHEAST OF MONICO.
 DP1763'
 DP1763'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH U.S.
 DP1763'HIGHWAY 8 IN THE COMMUNITY OF MONICO, GO NORTHEAST ON U.S. HIGHWAY 45
 DP1763'FOR 1.4 MI (2.3 KM) TO THE STATION ON THE LEFT.
 DP1763'
 DP1763'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1763'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1763'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.4
 DP1763'M (1.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 15.8 M
 DP1763'(51.8 FT) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 45, 37.2 M
 DP1763'(122.0 FT) WEST OF POWER POLE NUMBER 3611 21W2, 36.3 M (119.1 FT)
 DP1763'SOUTHWEST OF A UTILITY PEDESTAL EC60 AND LOCATED IN THE CENTER OF A
 DP1763'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1763'
 DP1763'NOTE-THIS STATION IS OBSTRUCTED BY A PINE TREE LINE TO THE NORTHWEST
 DP1763'EXTENDING TO 50 DEGREES ABOVE THE HORIZON AND A PINE TREE LINE TO THE
 DP1763'SOUTHEAST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1764 ***********************************************************************
 DP1764  DESIGNATION -  7V66
 DP1764  PID         -  DP1764
 DP1764  STATE/COUNTY-  WI/ONEIDA
 DP1764  COUNTRY     -  US
 DP1764  USGS QUAD   -  NASHVILLE (2018)
 DP1764
 DP1764                         *CURRENT SURVEY CONTROL
 DP1764  ______________________________________________________________________
 DP1764* NAD 83(1986) POSITION- 45 36 45.70   (N) 089 07 20.56   (W)   HD_HELD1
 DP1764* NAVD 88 ORTHO HEIGHT -   503.005 (meters)     1650.28  (feet) ADJUSTED
 DP1764  ______________________________________________________________________
 DP1764  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 DP1764  DYNAMIC HEIGHT  -        502.973 (meters)     1650.17  (feet) COMP
 DP1764  MODELED GRAVITY -    980,534.9   (mgal)                       NAVD 88
 DP1764
 DP1764  VERT ORDER      -  SECOND    CLASS I
 DP1764
 DP1764.The horizontal coordinates were determined by differentially corrected
 DP1764.hand held GPS observations or other comparable positioning techniques
 DP1764.and have an estimated accuracy of +/- 3 meters.
 DP1764
 DP1764.The orthometric height was determined by differential leveling and
 DP1764.adjusted by the NATIONAL GEODETIC SURVEY
 DP1764.in February 2017.
 DP1764
 DP1764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1764.GEOID18 height accuracy estimate available here.
 DP1764
 DP1764.Click photographs - Photos may exist for this station.
 DP1764
 DP1764.The dynamic height is computed by dividing the NAVD 88
 DP1764.geopotential number by the normal gravity value computed on the
 DP1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1764.degrees latitude (g = 980.6199 gals.).
 DP1764
 DP1764.The modeled gravity was interpolated from observed gravity values.
 DP1764
 DP1764;                    North         East    Units  Estimated Accuracy
 DP1764;SPC WI N     -    49,951.4     668,454.3     MT  (+/- 3 meters HH1 GPS) 
 DP1764
 DP1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3451753207(NAD 83)
 DP1764
 DP1764                          SUPERSEDED SURVEY CONTROL
 DP1764
 DP1764  NAVD 88 (03/19/14)  503.033  (m)         1650.37   (f) SUPERSEDED  2 1
 DP1764
 DP1764.Superseded values are not recommended for survey control.
 DP1764
 DP1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1764.See file dsdata.pdf to determine how the superseded data were derived.
 DP1764
 DP1764_MARKER: DD = SURVEY DISK
 DP1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1764_STAMPING: 7V66 2012
 DP1764_MARK LOGO: WIDT
 DP1764_PROJECTION: PROJECTING 4 CENTIMETERS
 DP1764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1764+STABILITY: SURFACE MOTION
 DP1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1764+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2013
 DP1764
 DP1764  HISTORY     - Date     Condition        Report By
 DP1764  HISTORY     - 2012     MONUMENTED       WIDT
 DP1764  HISTORY     - 20130807 GOOD             WIDT
 DP1764
 DP1764                          STATION DESCRIPTION
 DP1764
 DP1764'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1764'THE STATION IS LOCATED APPROXIMATELY 14.2 MI (22.8 KM) EAST OF
 DP1764'RHINELANDER, 13.0 MI (20.9 KM) SOUTH OF THREE LAKES AND 2.8 MI (4.5
 DP1764'KM) NORTHEAST OF MONICO.
 DP1764'
 DP1764'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH U.S.
 DP1764'HIGHWAY 8 IN THE COMMUNITY OF MONICO, GO NORTH ON U.S. HIGHWAY 45 FOR
 DP1764'2.05 MI (3.3 KM) TO KURTZ ROAD ON THE RIGHT.  CONTINUE NORTH ON U.S.
 DP1764'HIGHWAY 45 FOR 1.15 MI (1.9 KM) TO THE STATION ON THE LEFT.
 DP1764'
 DP1764'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1764'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1764'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 1.0
 DP1764'M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 10.7 M
 DP1764'(35.1 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 45, 490 M (1607.6 FT)
 DP1764'NORTH OF BAADE ROAD, 47.9 M (157.2 FT) NORTHWEST OF THE WEST END OF A
 DP1764'CONCRETE CULVERT UNDER THE HIGHWAY AND LOCATED IN THE CENTER OF A
 DP1764'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1764'
 DP1764'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1764'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTHEAST
 DP1764'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1765 ***********************************************************************
 DP1765  DESIGNATION -  7V67
 DP1765  PID         -  DP1765
 DP1765  STATE/COUNTY-  WI/ONEIDA
 DP1765  COUNTRY     -  US
 DP1765  USGS QUAD   -  STARKS (2018)
 DP1765
 DP1765                         *CURRENT SURVEY CONTROL
 DP1765  ______________________________________________________________________
 DP1765* NAD 83(1986) POSITION- 45 38 29.94   (N) 089 07 37.12   (W)   HD_HELD1
 DP1765* NAVD 88 ORTHO HEIGHT -   504.379 (meters)     1654.78  (feet) ADJUSTED
 DP1765  ______________________________________________________________________
 DP1765  GEOID HEIGHT    -        -32.703 (meters)                     GEOID18
 DP1765  DYNAMIC HEIGHT  -        504.347 (meters)     1654.68  (feet) COMP
 DP1765  MODELED GRAVITY -    980,536.3   (mgal)                       NAVD 88
 DP1765
 DP1765  VERT ORDER      -  SECOND    CLASS I
 DP1765
 DP1765.The horizontal coordinates were determined by differentially corrected
 DP1765.hand held GPS observations or other comparable positioning techniques
 DP1765.and have an estimated accuracy of +/- 3 meters.
 DP1765
 DP1765.The orthometric height was determined by differential leveling and
 DP1765.adjusted by the NATIONAL GEODETIC SURVEY
 DP1765.in February 2017.
 DP1765
 DP1765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1765.GEOID18 height accuracy estimate available here.
 DP1765
 DP1765.Click photographs - Photos may exist for this station.
 DP1765
 DP1765.The dynamic height is computed by dividing the NAVD 88
 DP1765.geopotential number by the normal gravity value computed on the
 DP1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1765.degrees latitude (g = 980.6199 gals.).
 DP1765
 DP1765.The modeled gravity was interpolated from observed gravity values.
 DP1765
 DP1765;                    North         East    Units  Estimated Accuracy
 DP1765;SPC WI N     -    53,165.5     668,060.2     MT  (+/- 3 meters HH1 GPS) 
 DP1765
 DP1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3424456433(NAD 83)
 DP1765
 DP1765                          SUPERSEDED SURVEY CONTROL
 DP1765
 DP1765  NAVD 88 (03/19/14)  504.408  (m)         1654.88   (f) SUPERSEDED  2 1
 DP1765
 DP1765.Superseded values are not recommended for survey control.
 DP1765
 DP1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1765.See file dsdata.pdf to determine how the superseded data were derived.
 DP1765
 DP1765_MARKER: DD = SURVEY DISK
 DP1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1765_STAMPING: 7V67 2012
 DP1765_MARK LOGO: WIDT
 DP1765_PROJECTION: PROJECTING 3 CENTIMETERS
 DP1765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1765+STABILITY: SURFACE MOTION
 DP1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1765+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2013
 DP1765
 DP1765  HISTORY     - Date     Condition        Report By
 DP1765  HISTORY     - 2012     MONUMENTED       WIDT
 DP1765  HISTORY     - 20130807 GOOD             WIDT
 DP1765
 DP1765                          STATION DESCRIPTION
 DP1765
 DP1765'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1765'THE STATION IS LOCATED APPROXIMATELY 13.9 MI (22.4 KM) EAST OF
 DP1765'RHINELANDER, 10.9 MI (17.5 KM) SOUTH OF THREE LAKES AND 4.6 MI (7.4
 DP1765'KM) NORTH-NORTHEAST OF MONICO.
 DP1765'
 DP1765'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1765'HIGHWAY C ABOUT 6 MI (9.7 KM) NORTH OF THE COMMUNITY OF MONICO, GO
 DP1765'SOUTH ON U.S. HIGHWAY 45 FOR 0.85 MI (1.4 KM) TO OLD 45 ROAD ON THE
 DP1765'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 0.45 MI (0.7 KM) TO THE
 DP1765'STATION ON THE RIGHT.
 DP1765'
 DP1765'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1765'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1765'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1765'M (2.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 17.8 M
 DP1765'(58.4 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 45, 80.5 M (264.1 FT)
 DP1765'SOUTH OF THE CENTERLINE OF A DRIVEWAY -3790- AND LOCATED IN THE CENTER
 DP1765'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1765'
 DP1765'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1765'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE EAST AND TREE
 DP1765'LINE TO THE WEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1767 ***********************************************************************
 DP1767  DESIGNATION -  7V69
 DP1767  PID         -  DP1767
 DP1767  STATE/COUNTY-  WI/ONEIDA
 DP1767  COUNTRY     -  US
 DP1767  USGS QUAD   -  STARKS (2018)
 DP1767
 DP1767                         *CURRENT SURVEY CONTROL
 DP1767  ______________________________________________________________________
 DP1767* NAD 83(1986) POSITION- 45 41 19.66   (N) 089 07 29.36   (W)   HD_HELD1
 DP1767* NAVD 88 ORTHO HEIGHT -   504.049 (meters)     1653.70  (feet) ADJUSTED
 DP1767  ______________________________________________________________________
 DP1767  GEOID HEIGHT    -        -32.591 (meters)                     GEOID18
 DP1767  DYNAMIC HEIGHT  -        504.017 (meters)     1653.60  (feet) COMP
 DP1767  MODELED GRAVITY -    980,536.4   (mgal)                       NAVD 88
 DP1767
 DP1767  VERT ORDER      -  SECOND    CLASS I
 DP1767
 DP1767.The horizontal coordinates were determined by differentially corrected
 DP1767.hand held GPS observations or other comparable positioning techniques
 DP1767.and have an estimated accuracy of +/- 3 meters.
 DP1767
 DP1767.The orthometric height was determined by differential leveling and
 DP1767.adjusted by the NATIONAL GEODETIC SURVEY
 DP1767.in February 2017.
 DP1767
 DP1767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1767.GEOID18 height accuracy estimate available here.
 DP1767
 DP1767.Click photographs - Photos may exist for this station.
 DP1767
 DP1767.The dynamic height is computed by dividing the NAVD 88
 DP1767.geopotential number by the normal gravity value computed on the
 DP1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1767.degrees latitude (g = 980.6199 gals.).
 DP1767
 DP1767.The modeled gravity was interpolated from observed gravity values.
 DP1767
 DP1767;                    North         East    Units  Estimated Accuracy
 DP1767;SPC WI N     -    58,406.8     668,170.5     MT  (+/- 3 meters HH1 GPS) 
 DP1767
 DP1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3455161667(NAD 83)
 DP1767
 DP1767                          SUPERSEDED SURVEY CONTROL
 DP1767
 DP1767  NAVD 88 (03/19/14)  504.078  (m)         1653.80   (f) SUPERSEDED  2 1
 DP1767
 DP1767.Superseded values are not recommended for survey control.
 DP1767
 DP1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1767.See file dsdata.pdf to determine how the superseded data were derived.
 DP1767
 DP1767_MARKER: DD = SURVEY DISK
 DP1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1767_STAMPING: 7V69 2012
 DP1767_MARK LOGO: WIDT
 DP1767_PROJECTION: FLUSH
 DP1767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1767+STABILITY: SURFACE MOTION
 DP1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1767+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 DP1767
 DP1767  HISTORY     - Date     Condition        Report By
 DP1767  HISTORY     - 2012     MONUMENTED       WIDT
 DP1767  HISTORY     - 20130806 GOOD             WIDT
 DP1767
 DP1767                          STATION DESCRIPTION
 DP1767
 DP1767'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1767'THE STATION IS LOCATED APPROXIMATELY 14.5 MI (23.3 KM) EAST-NORTHEAST
 DP1767'OF RHINELANDER, 7.9 MI (12.7 KM) NORTH OF MONICO AND 7.8 MI (12.6 KM)
 DP1767'SOUTH OF THREE LAKES.
 DP1767'
 DP1767'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1767'HIGHWAY C ABOUT 6 MI (9.7 KM) NORTH OF THE COMMUNITY OF MONICO, GO
 DP1767'NORTH ON U.S. HIGHWAY 45 FOR 2.05 MI (3.3 KM) TO THE STATION ON THE
 DP1767'LEFT.
 DP1767'
 DP1767'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1767'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1767'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND ABOUT LEVEL WITH
 DP1767'THE HIGHWAY PAVEMENT.  THE STATION IS 14.3 M (46.9 FT) WEST OF THE
 DP1767'CENTERLINE OF U.S. HIGHWAY 45, 8.5 M (27.9 FT) NORTH OF THE CENTERLINE
 DP1767'OF A GRAVEL DRIVEWAY, AT THE SOUTH EDGE OF A LARGE PINE PLANTATION TO
 DP1767'THE EAST AND WEST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1767'THREE WHITE PLASTIC WITNESS POSTS.
 DP1767'
 DP1767'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1767'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE WEST EXTENDING
 DP1767'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1769 ***********************************************************************
 DP1769  DESIGNATION -  7V70
 DP1769  PID         -  DP1769
 DP1769  STATE/COUNTY-  WI/ONEIDA
 DP1769  COUNTRY     -  US
 DP1769  USGS QUAD   -  STARKS (2018)
 DP1769
 DP1769                         *CURRENT SURVEY CONTROL
 DP1769  ______________________________________________________________________
 DP1769* NAD 83(1986) POSITION- 45 44 32.6    (N) 089 08 33.2    (W)   HD_HELD2
 DP1769* NAVD 88 ORTHO HEIGHT -   501.045 (meters)     1643.85  (feet) ADJUSTED
 DP1769  ______________________________________________________________________
 DP1769  GEOID HEIGHT    -        -32.431 (meters)                     GEOID18
 DP1769  DYNAMIC HEIGHT  -        501.015 (meters)     1643.75  (feet) COMP
 DP1769  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DP1769
 DP1769  VERT ORDER      -  SECOND    CLASS I
 DP1769
 DP1769.The horizontal coordinates were established by autonomous hand held GPS
 DP1769.observations and have an estimated accuracy of +/- 10 meters.
 DP1769
 DP1769.The orthometric height was determined by differential leveling and
 DP1769.adjusted by the NATIONAL GEODETIC SURVEY
 DP1769.in February 2017.
 DP1769
 DP1769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1769.GEOID18 height accuracy estimate available here.
 DP1769
 DP1769.Click photographs - Photos may exist for this station.
 DP1769
 DP1769.The dynamic height is computed by dividing the NAVD 88
 DP1769.geopotential number by the normal gravity value computed on the
 DP1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1769.degrees latitude (g = 980.6199 gals.).
 DP1769
 DP1769.The modeled gravity was interpolated from observed gravity values.
 DP1769
 DP1769;                    North         East    Units  Estimated Accuracy
 DP1769;SPC WI N     -    64,348.      666,725.      MT  (+/- 10 meters HH2 GPS)
 DP1769
 DP1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3332967658(NAD 83)
 DP1769
 DP1769                          SUPERSEDED SURVEY CONTROL
 DP1769
 DP1769  NAVD 88 (03/19/14)  501.076  (m)         1643.95   (f) SUPERSEDED  2 1
 DP1769
 DP1769.Superseded values are not recommended for survey control.
 DP1769
 DP1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1769.See file dsdata.pdf to determine how the superseded data were derived.
 DP1769
 DP1769_MARKER: DD = SURVEY DISK
 DP1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1769_STAMPING: 7V70 2012
 DP1769_MARK LOGO: WIDT
 DP1769_PROJECTION: FLUSH
 DP1769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1769+STABILITY: SURFACE MOTION
 DP1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1769+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 DP1769
 DP1769  HISTORY     - Date     Condition        Report By
 DP1769  HISTORY     - 2012     MONUMENTED       WIDT
 DP1769  HISTORY     - 20130806 GOOD             WIDT
 DP1769
 DP1769                          STATION DESCRIPTION
 DP1769
 DP1769'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1769'THE STATION IS LOCATED APPROXIMATELY 15.2 MI (24.5 KM) NORTHEAST OF
 DP1769'RHINELANDER, 11.5 MI (18.5 KM) NORTH OF MONICO AND 4.0 MI (6.4 KM)
 DP1769'SOUTH-SOUTHEAST OF THREE LAKES.
 DP1769'
 DP1769'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1769'HIGHWAY C ABOUT 6 MI (9.7 KM) NORTH OF THE COMMUNITY OF MONICO, GO
 DP1769'NORTH ON U.S. HIGHWAY 45 FOR 6.1 MI (9.8 KM) TO BRANHAM ROAD ON THE
 DP1769'LEFT, SOUTH BIG LAKE ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP1769'
 DP1769'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1769'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1769'INCH) DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP AND ABOUT LEVEL WITH
 DP1769'THE HIGHWAY PAVEMENT.  THE STATION IS 13.4 M (44.0 FT) EAST OF THE
 DP1769'CENTERLINE OF U.S. HIGHWAY 45, 195 M (639.8 FT) SOUTH OF SOUTH BIG
 DP1769'LAKE LOOP ROAD, 24.3 M (79.7 FT) NORTH-NORTHEAST OF A SIGN SOUTH BIG
 DP1769'LAKE LOOP ROAD, 17.6 M (57.7 FT) WEST OF A UTILITY PEDESTAL 1079 AND
 DP1769'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP1769'WITNESS POSTS.
 DP1769'
 DP1769'NOTE-THIS STATION IS OBSTRUCTED BY TREES IN ALL DIRECTIONS EXTENDING
 DP1769'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1770 ***********************************************************************
 DP1770  DESIGNATION -  7V71
 DP1770  PID         -  DP1770
 DP1770  STATE/COUNTY-  WI/ONEIDA
 DP1770  COUNTRY     -  US
 DP1770  USGS QUAD   -  THREE LAKES (2018)
 DP1770
 DP1770                         *CURRENT SURVEY CONTROL
 DP1770  ______________________________________________________________________
 DP1770* NAD 83(1986) POSITION- 45 46 12.3    (N) 089 08 33.1    (W)   HD_HELD2
 DP1770* NAVD 88 ORTHO HEIGHT -   497.187 (meters)     1631.19  (feet) ADJUSTED
 DP1770  ______________________________________________________________________
 DP1770  GEOID HEIGHT    -        -32.358 (meters)                     GEOID18
 DP1770  DYNAMIC HEIGHT  -        497.160 (meters)     1631.10  (feet) COMP
 DP1770  MODELED GRAVITY -    980,545.3   (mgal)                       NAVD 88
 DP1770
 DP1770  VERT ORDER      -  SECOND    CLASS I
 DP1770
 DP1770.The horizontal coordinates were established by autonomous hand held GPS
 DP1770.observations and have an estimated accuracy of +/- 10 meters.
 DP1770
 DP1770.The orthometric height was determined by differential leveling and
 DP1770.adjusted by the NATIONAL GEODETIC SURVEY
 DP1770.in February 2017.
 DP1770
 DP1770.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1770.GEOID18 height accuracy estimate available here.
 DP1770
 DP1770.Click photographs - Photos may exist for this station.
 DP1770
 DP1770.The dynamic height is computed by dividing the NAVD 88
 DP1770.geopotential number by the normal gravity value computed on the
 DP1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1770.degrees latitude (g = 980.6199 gals.).
 DP1770
 DP1770.The modeled gravity was interpolated from observed gravity values.
 DP1770
 DP1770;                    North         East    Units  Estimated Accuracy
 DP1770;SPC WI N     -    67,426.      666,694.      MT  (+/- 10 meters HH2 GPS)
 DP1770
 DP1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3341470735(NAD 83)
 DP1770
 DP1770                          SUPERSEDED SURVEY CONTROL
 DP1770
 DP1770  NAVD 88 (03/19/14)  497.218  (m)         1631.29   (f) SUPERSEDED  2 1
 DP1770
 DP1770.Superseded values are not recommended for survey control.
 DP1770
 DP1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1770.See file dsdata.pdf to determine how the superseded data were derived.
 DP1770
 DP1770_MARKER: DD = SURVEY DISK
 DP1770_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP1770_SP_SET: CULVERT HEADWALL
 DP1770_STAMPING: 7V71 2012
 DP1770_MARK LOGO: WIDT
 DP1770_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1770+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 DP1770
 DP1770  HISTORY     - Date     Condition        Report By
 DP1770  HISTORY     - 2012     MONUMENTED       WIDT
 DP1770  HISTORY     - 20130806 GOOD             WIDT
 DP1770
 DP1770                          STATION DESCRIPTION
 DP1770
 DP1770'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1770'THE STATION IS LOCATED APPROXIMATELY 13.3 MI (21.4 KM) NORTH OF
 DP1770'MONICO, 8.8 MI (14.2 KM) EAST-SOUTHEAST OF SUGAR CAMP AND 2.2 MI (3.5
 DP1770'KM) SOUTH-SOUTHEAST OF THREE LAKES.
 DP1770'
 DP1770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH STATE
 DP1770'HIGHWAY 32 SOUTH IN THE COMMUNITY OF THREE LAKES, GO SOUTH ON U.S.
 DP1770'HIGHWAY 45 FOR 1.7 MI (2.7 KM) TO CRYSTAL LAKE ROAD ON THE LEFT.
 DP1770'CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 0.3 MI (0.5 KM) TO A BOX CULVERT
 DP1770'OVER CRYSTAL CREEK AND THE STATION ON THE RIGHT.
 DP1770'
 DP1770'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1770'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DP1770'OF THE WEST HEADWALL OF THE BOX CULVERT C-43-08-98 AND ABOUT LEVEL
 DP1770'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.7 M (22.0 FT) WEST OF THE
 DP1770'CENTERLINE OF U.S. HIGHWAY 45, 150 M (492.1 FT) NORTH OF NORTH BIG
 DP1770'LAKE LOOP ROAD, 17.9 M (58.7 FT) NORTH OF THE SOUTH END OF THE WEST
 DP1770'GUARDRAIL AND 0.4 M (1.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DP1770'
 DP1770'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1770'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE SOUTHEAST
 DP1770'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8688 ***********************************************************************
 DP8688  DESIGNATION -  7V72
 DP8688  PID         -  DP8688
 DP8688  STATE/COUNTY-  WI/ONEIDA
 DP8688  COUNTRY     -  US
 DP8688  USGS QUAD   -  JULIA LAKE (2018)
 DP8688
 DP8688                         *CURRENT SURVEY CONTROL
 DP8688  ______________________________________________________________________
 DP8688* NAD 83(1986) POSITION- 45 45 32.2    (N) 089 03 35.3    (W)   HD_HELD2
 DP8688* NAVD 88 ORTHO HEIGHT -   497.242 (meters)     1631.37  (feet) ADJUSTED
 DP8688  ______________________________________________________________________
 DP8688  GEOID HEIGHT    -        -32.500 (meters)                     GEOID18
 DP8688  DYNAMIC HEIGHT  -        497.215 (meters)     1631.28  (feet) COMP
 DP8688  MODELED GRAVITY -    980,546.0   (mgal)                       NAVD 88
 DP8688
 DP8688  VERT ORDER      -  SECOND    CLASS I
 DP8688
 DP8688.The horizontal coordinates were established by autonomous hand held GPS
 DP8688.observations and have an estimated accuracy of +/- 10 meters.
 DP8688
 DP8688.The orthometric height was determined by differential leveling and
 DP8688.adjusted by the NATIONAL GEODETIC SURVEY
 DP8688.in February 2017.
 DP8688
 DP8688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8688.GEOID18 height accuracy estimate available here.
 DP8688
 DP8688.Click photographs - Photos may exist for this station.
 DP8688
 DP8688.The dynamic height is computed by dividing the NAVD 88
 DP8688.geopotential number by the normal gravity value computed on the
 DP8688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8688.degrees latitude (g = 980.6199 gals.).
 DP8688
 DP8688.The modeled gravity was interpolated from observed gravity values.
 DP8688
 DP8688;                    North         East    Units  Estimated Accuracy
 DP8688;SPC WI N     -    66,261.      673,142.      MT  (+/- 10 meters HH2 GPS)
 DP8688
 DP8688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3981469328(NAD 83)
 DP8688
 DP8688                          SUPERSEDED SURVEY CONTROL
 DP8688
 DP8688.No superseded survey control is available for this station.
 DP8688
 DP8688_MARKER: DD = SURVEY DISK
 DP8688_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP8688_SP_SET: BOX CULVERT WING WALL
 DP8688_STAMPING: 7V72 2012
 DP8688_MARK LOGO: WIDT
 DP8688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8688+STABILITY: SURFACE MOTION
 DP8688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8688+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 DP8688
 DP8688  HISTORY     - Date     Condition        Report By
 DP8688  HISTORY     - 2012     MONUMENTED       WIDT
 DP8688  HISTORY     - 20140722 GOOD             WIDT
 DP8688
 DP8688                          STATION DESCRIPTION
 DP8688
 DP8688'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8688'THE STATION IS APPROXIMATELY 19.2 MI (30.9 KM) SOUTHWEST OF ALVIN, 5.6
 DP8688'MI (9.0 KM) SOUTHEAST OF THREE LAKES AND 5.4 MI (8.7 KM) NORTHWEST OF
 DP8688'HILES.
 DP8688'
 DP8688'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 DP8688'HIGHWAY 32 IN THE COMMUNITY OF THREE LAKES, GO EAST ON STATE HIGHWAY
 DP8688'32 AND WIND GENERALLY EAST THEN SOUTHEAST FOR APPROXIMATELY 7.3 MI
 DP8688'(11.7 KM) TO A BRIDGE OVER SCOTT CREEK AND THE STATION ON THE RIGHT.
 DP8688'
 DP8688'THE STATION IS 7.2 M (23.6 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DP8688'32, 9.6 M (31.5 FT) SOUTH OF A SCOTT CREEK- SIGN, 2.0 M (6.6 FT) WEST
 DP8688'OF THE WEST GUARDRAIL AND 0.2 M (0.7 FT) NORTHEAST OF A WHITE PLASTIC
 DP8688'WITNESS POST.
 DP8688'
 DP8688'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8688'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTHWEST
 DP8688'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8688'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8688'DISK SET IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST WING WALL OF A
 DP8688'DOUBLE BOX CULVERT, APPROXIMATELY 0.7 M (2.3 FT) LOWER THAN THE ROAD
 DP8688'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8686 ***********************************************************************
 DP8686  DESIGNATION -  7V74
 DP8686  PID         -  DP8686
 DP8686  STATE/COUNTY-  WI/ONEIDA
 DP8686  COUNTRY     -  US
 DP8686  USGS QUAD   -  JULIA LAKE (2018)
 DP8686
 DP8686                         *CURRENT SURVEY CONTROL
 DP8686  ______________________________________________________________________
 DP8686* NAD 83(1986) POSITION- 45 47 42.6    (N) 089 06 08.0    (W)   HD_HELD2
 DP8686* NAVD 88 ORTHO HEIGHT -   499.632 (meters)     1639.21  (feet) ADJUSTED
 DP8686  ______________________________________________________________________
 DP8686  GEOID HEIGHT    -        -32.352 (meters)                     GEOID18
 DP8686  DYNAMIC HEIGHT  -        499.608 (meters)     1639.13  (feet) COMP
 DP8686  MODELED GRAVITY -    980,551.9   (mgal)                       NAVD 88
 DP8686
 DP8686  VERT ORDER      -  SECOND    CLASS I
 DP8686
 DP8686.The horizontal coordinates were established by autonomous hand held GPS
 DP8686.observations and have an estimated accuracy of +/- 10 meters.
 DP8686
 DP8686.The orthometric height was determined by differential leveling and
 DP8686.adjusted by the NATIONAL GEODETIC SURVEY
 DP8686.in February 2017.
 DP8686
 DP8686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8686.GEOID18 height accuracy estimate available here.
 DP8686
 DP8686.Click photographs - Photos may exist for this station.
 DP8686
 DP8686.The dynamic height is computed by dividing the NAVD 88
 DP8686.geopotential number by the normal gravity value computed on the
 DP8686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8686.degrees latitude (g = 980.6199 gals.).
 DP8686
 DP8686.The modeled gravity was interpolated from observed gravity values.
 DP8686
 DP8686;                    North         East    Units  Estimated Accuracy
 DP8686;SPC WI N     -    70,248.      669,797.      MT  (+/- 10 meters HH2 GPS)
 DP8686
 DP8686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3662173438(NAD 83)
 DP8686
 DP8686                          SUPERSEDED SURVEY CONTROL
 DP8686
 DP8686.No superseded survey control is available for this station.
 DP8686
 DP8686_MARKER: DD = SURVEY DISK
 DP8686_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP8686_SP_SET: BRIDGE PARAPET WALL
 DP8686_STAMPING: 7V74 2012
 DP8686_MARK LOGO: WIDT
 DP8686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8686+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2014
 DP8686
 DP8686  HISTORY     - Date     Condition        Report By
 DP8686  HISTORY     - 2012     MONUMENTED       WIDT
 DP8686  HISTORY     - 20140723 GOOD             WIDT
 DP8686
 DP8686                          STATION DESCRIPTION
 DP8686
 DP8686'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8686'THE STATION IS 8.7 MI (14.0 KM) NORTHWEST OF HILES, 5.8 MI (9.3 KM)
 DP8686'SOUTHEAST OF CLEARWATER LAKE AND 2.9 MI (4.7 KM) EAST OF THREE LAKES.
 DP8686'
 DP8686'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 DP8686'HIGHWAY 32 IN THE COMMUNITY OF THREE LAKES, GO EAST ON STATE HIGHWAY
 DP8686'32 AND WIND GENERALLY EAST FOR APPROXIMATELY 3.5 MI (5.6 KM) TO A
 DP8686'BRIDGE CROSSING BETWEEN BIG STONE LAKE AND DEER LAKE AND THE STATION
 DP8686'ON THE RIGHT.
 DP8686'
 DP8686'THE STATION IS 5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8686'HIGHWAY 32, 1.7 M (5.6 FT) WEST OF THE EAST END OF THE PARAPET WALL
 DP8686'AND 1.7 M (5.6 FT) WEST-NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DP8686'
 DP8686'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8686'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE
 DP8686'NORTH-NORTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE
 DP8686'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP8686'SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF THE EAST
 DP8686'END OF THE SOUTH PARAPET WALL OF A BRIDGE, APPROXIMATELY 1.0 M (3.3
 DP8686'FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1843 ***********************************************************************
 DP1843  DESIGNATION -  7V75
 DP1843  PID         -  DP1843
 DP1843  STATE/COUNTY-  WI/ONEIDA
 DP1843  COUNTRY     -  US
 DP1843  USGS QUAD   -  THREE LAKES (2018)
 DP1843
 DP1843                         *CURRENT SURVEY CONTROL
 DP1843  ______________________________________________________________________
 DP1843* NAD 83(1986) POSITION- 45 47 00.3    (N) 089 08 48.6    (W)   HD_HELD2
 DP1843* NAVD 88 ORTHO HEIGHT -   505.860 (meters)     1659.64  (feet) ADJUSTED
 DP1843  ______________________________________________________________________
 DP1843  GEOID HEIGHT    -        -32.319 (meters)                     GEOID18
 DP1843  DYNAMIC HEIGHT  -        505.834 (meters)     1659.56  (feet) COMP
 DP1843  MODELED GRAVITY -    980,547.5   (mgal)                       NAVD 88
 DP1843
 DP1843  VERT ORDER      -  SECOND    CLASS I
 DP1843
 DP1843.The horizontal coordinates were established by autonomous hand held GPS
 DP1843.observations and have an estimated accuracy of +/- 10 meters.
 DP1843
 DP1843.The orthometric height was determined by differential leveling and
 DP1843.adjusted by the NATIONAL GEODETIC SURVEY
 DP1843.in February 2017.
 DP1843
 DP1843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1843.GEOID18 height accuracy estimate available here.
 DP1843
 DP1843.Click photographs - Photos may exist for this station.
 DP1843
 DP1843.The dynamic height is computed by dividing the NAVD 88
 DP1843.geopotential number by the normal gravity value computed on the
 DP1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1843.degrees latitude (g = 980.6199 gals.).
 DP1843
 DP1843.The modeled gravity was interpolated from observed gravity values.
 DP1843
 DP1843;                    North         East    Units  Estimated Accuracy
 DP1843;SPC WI N     -    68,904.      666,343.      MT  (+/- 10 meters HH2 GPS)
 DP1843
 DP1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3311972225(NAD 83)
 DP1843
 DP1843                          SUPERSEDED SURVEY CONTROL
 DP1843
 DP1843  NAVD 88 (03/19/14)  505.892  (m)         1659.75   (f) SUPERSEDED  2 1
 DP1843
 DP1843.Superseded values are not recommended for survey control.
 DP1843
 DP1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1843.See file dsdata.pdf to determine how the superseded data were derived.
 DP1843
 DP1843_MARKER: DD = SURVEY DISK
 DP1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1843_STAMPING: 7V75 2012
 DP1843_MARK LOGO: WIDT
 DP1843_PROJECTION: FLUSH
 DP1843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1843+STABILITY: SURFACE MOTION
 DP1843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1843+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2014
 DP1843
 DP1843  HISTORY     - Date     Condition        Report By
 DP1843  HISTORY     - 2012     MONUMENTED       WIDT
 DP1843  HISTORY     - 20130806 GOOD             WIDT
 DP1843  HISTORY     - 20140724 GOOD             WIDT
 DP1843
 DP1843                          STATION DESCRIPTION
 DP1843
 DP1843'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1843'THE STATION IS LOCATED APPROXIMATELY 17.6 MI (28.3 KM) NORTHEAST OF
 DP1843'RHINELANDER, 10.0 MI (16.1 KM) NORTHWEST OF HILES AND 1.3 MI (2.1 KM)
 DP1843'SOUTHEAST OF THREE LAKES.
 DP1843'
 DP1843'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH STATE
 DP1843'HIGHWAY 32 SOUTH IN THE COMMUNITY OF THREE LAKES, GO SOUTH ON U.S.
 DP1843'HIGHWAY 45 FOR 1.1 MI (1.8 KM) TO WINKLER ROAD ON THE RIGHT, LAKE
 DP1843'TERRACE DRIVE ON THE LEFT AND THE STATION ON THE LEFT.
 DP1843'
 DP1843'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1843'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1843'INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.8 M (2.6 FT) LOWER THAN
 DP1843'THE HIGHWAY PAVEMENT.  THE STATION IS 16.3 M (53.5 FT) EAST OF THE
 DP1843'CENTERLINE OF U.S. HIGHWAY 45, 35.5 M (116.5 FT) NORTH OF THE
 DP1843'CENTERLINE OF LAKE TERRACE DRIVE, 29.4 M (96.5 FT) NORTH-NORTHWEST OF
 DP1843'A POWER POLE -3811 8L13-, 28.0 M (91.9 FT) NORTH-NORTHWEST OF AN
 DP1843'ELECTRIC TRANSFORMER AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1843'THREE WHITE PLASTIC WITNESS POSTS.
 DP1843'
 DP1843'NOTE-THIS STATION IS OBSTRUCTED BY A PINE TREE TO THE SOUTHEAST
 DP1843'EXTENDING TO 55 DEGREES ABOVE THE HORIZON, A TREE LINE TO THE NORTH
 DP1843'AND TO THE EAST EXTENDING TO 40 DEGREES ABOVE THE HORIZON AND A TREE
 DP1843'LINE TO THE WEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DP1843
 DP1843                          STATION RECOVERY (2014)
 DP1843
 DP1843'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DP1843'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1771 ***********************************************************************
 DP1771  DESIGNATION -  7V76
 DP1771  PID         -  DP1771
 DP1771  STATE/COUNTY-  WI/ONEIDA
 DP1771  COUNTRY     -  US
 DP1771  USGS QUAD   -  THREE LAKES (2018)
 DP1771
 DP1771                         *CURRENT SURVEY CONTROL
 DP1771  ______________________________________________________________________
 DP1771* NAD 83(1986) POSITION- 45 47 49.5    (N) 089 09 09.5    (W)   HD_HELD2
 DP1771* NAVD 88 ORTHO HEIGHT -   510.958 (meters)     1676.37  (feet) ADJUSTED
 DP1771  ______________________________________________________________________
 DP1771  GEOID HEIGHT    -        -32.278 (meters)                     GEOID18
 DP1771  DYNAMIC HEIGHT  -        510.932 (meters)     1676.28  (feet) COMP
 DP1771  MODELED GRAVITY -    980,549.5   (mgal)                       NAVD 88
 DP1771
 DP1771  VERT ORDER      -  SECOND    CLASS I
 DP1771
 DP1771.The horizontal coordinates were established by autonomous hand held GPS
 DP1771.observations and have an estimated accuracy of +/- 10 meters.
 DP1771
 DP1771.The orthometric height was determined by differential leveling and
 DP1771.adjusted by the NATIONAL GEODETIC SURVEY
 DP1771.in February 2017.
 DP1771
 DP1771.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1771.GEOID18 height accuracy estimate available here.
 DP1771
 DP1771.Click photographs - Photos may exist for this station.
 DP1771
 DP1771.The dynamic height is computed by dividing the NAVD 88
 DP1771.geopotential number by the normal gravity value computed on the
 DP1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1771.degrees latitude (g = 980.6199 gals.).
 DP1771
 DP1771.The modeled gravity was interpolated from observed gravity values.
 DP1771
 DP1771;                    North         East    Units  Estimated Accuracy
 DP1771;SPC WI N     -    70,418.      665,875.      MT  (+/- 10 meters HH2 GPS)
 DP1771
 DP1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3270873755(NAD 83)
 DP1771
 DP1771                          SUPERSEDED SURVEY CONTROL
 DP1771
 DP1771  NAVD 88 (03/19/14)  510.990  (m)         1676.47   (f) SUPERSEDED  2 1
 DP1771
 DP1771.Superseded values are not recommended for survey control.
 DP1771
 DP1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1771.See file dsdata.pdf to determine how the superseded data were derived.
 DP1771
 DP1771_MARKER: DD = SURVEY DISK
 DP1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1771_STAMPING: 7V76 2012
 DP1771_MARK LOGO: WIDT
 DP1771_PROJECTION: FLUSH
 DP1771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1771+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2014
 DP1771
 DP1771  HISTORY     - Date     Condition        Report By
 DP1771  HISTORY     - 2012     MONUMENTED       WIDT
 DP1771  HISTORY     - 20130802 GOOD             WIDT
 DP1771  HISTORY     - 20140724 GOOD             WIDT
 DP1771
 DP1771                          STATION DESCRIPTION
 DP1771
 DP1771'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1771'THE STATION IS LOCATED APPROXIMATELY 19.7 MI (31.7 KM) NORTHWEST OF
 DP1771'CRANDON, 17.1 MI (27.5 KM) NORTHEAST OF RHINELANDER AND 0.4 MI (0.6
 DP1771'KM) EAST OF THREE LAKES.
 DP1771'
 DP1771'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH STATE
 DP1771'HIGHWAY 32 SOUTH IN THE COMMUNITY OF THREE LAKES, GO EAST ON STATE
 DP1771'HIGHWAY 32 SOUTH FOR 0.15 MI (0.2 KM) TO COUNTY HIGHWAY X ON THE LEFT
 DP1771'AND JAVEN ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP1771'
 DP1771'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1771'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1771'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1771'M (1.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 40.2 M
 DP1771'(131.9 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 32, 11.6 M (38.1
 DP1771'FT) EAST OF JAVEN ROAD, 57.2 M (187.7 FT) NORTH-NORTHWEST OF A SIGN
 DP1771'BAKER'S FOODS AND LOCATED 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC
 DP1771'WITNESS POST.
 DP1771'
 DP1771'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1771'DEGREES ABOVE THE HORIZON.
 DP1771
 DP1771                          STATION RECOVERY (2014)
 DP1771
 DP1771'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DP1771'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1772 ***********************************************************************
 DP1772  DESIGNATION -  7V77
 DP1772  PID         -  DP1772
 DP1772  STATE/COUNTY-  WI/ONEIDA
 DP1772  COUNTRY     -  US
 DP1772  USGS QUAD   -  THREE LAKES (2018)
 DP1772
 DP1772                         *CURRENT SURVEY CONTROL
 DP1772  ______________________________________________________________________
 DP1772* NAD 83(1986) POSITION- 45 48 44.7    (N) 089 10 34.2    (W)   HD_HELD2
 DP1772* NAVD 88 ORTHO HEIGHT -   502.414 (meters)     1648.34  (feet) ADJUSTED
 DP1772  ______________________________________________________________________
 DP1772  GEOID HEIGHT    -        -32.212 (meters)                     GEOID18
 DP1772  DYNAMIC HEIGHT  -        502.388 (meters)     1648.25  (feet) COMP
 DP1772  MODELED GRAVITY -    980,549.6   (mgal)                       NAVD 88
 DP1772
 DP1772  VERT ORDER      -  SECOND    CLASS I
 DP1772
 DP1772.The horizontal coordinates were established by autonomous hand held GPS
 DP1772.observations and have an estimated accuracy of +/- 10 meters.
 DP1772
 DP1772.The orthometric height was determined by differential leveling and
 DP1772.adjusted by the NATIONAL GEODETIC SURVEY
 DP1772.in February 2017.
 DP1772
 DP1772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1772.GEOID18 height accuracy estimate available here.
 DP1772
 DP1772.Click photographs - Photos may exist for this station.
 DP1772
 DP1772.The dynamic height is computed by dividing the NAVD 88
 DP1772.geopotential number by the normal gravity value computed on the
 DP1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1772.degrees latitude (g = 980.6199 gals.).
 DP1772
 DP1772.The modeled gravity was interpolated from observed gravity values.
 DP1772
 DP1772;                    North         East    Units  Estimated Accuracy
 DP1772;SPC WI N     -    72,103.      664,029.      MT  (+/- 10 meters HH2 GPS)
 DP1772
 DP1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3092675508(NAD 83)
 DP1772
 DP1772                          SUPERSEDED SURVEY CONTROL
 DP1772
 DP1772  NAVD 88 (03/19/14)  502.446  (m)         1648.44   (f) SUPERSEDED  2 1
 DP1772
 DP1772.Superseded values are not recommended for survey control.
 DP1772
 DP1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1772.See file dsdata.pdf to determine how the superseded data were derived.
 DP1772
 DP1772_MARKER: DD = SURVEY DISK
 DP1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1772_STAMPING: 7V77 2012
 DP1772_MARK LOGO: WIDT
 DP1772_PROJECTION: PROJECTING 3 CENTIMETERS
 DP1772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1772+STABILITY: SURFACE MOTION
 DP1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1772+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2013
 DP1772
 DP1772  HISTORY     - Date     Condition        Report By
 DP1772  HISTORY     - 2012     MONUMENTED       WIDT
 DP1772  HISTORY     - 20130802 GOOD             WIDT
 DP1772
 DP1772                          STATION DESCRIPTION
 DP1772
 DP1772'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1772'THE STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) SOUTH-SOUTHEAST
 DP1772'OF EAGLE RIVER, 6.8 MI (10.9 KM) EAST-NORTHEAST OF SUGAR CAMP AND 1.1
 DP1772'MI (1.8 KM) NORTHWEST OF THREE LAKES.
 DP1772'
 DP1772'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH STATE
 DP1772'HIGHWAY 32 SOUTH IN THE COMMUNITY OF THREE LAKES, GO NORTH ON U.S.
 DP1772'HIGHWAY 45 AND STATE HIGHWAY 32 FOR 0.95 MI (1.5 KM) TO RICE LAKE ROAD
 DP1772'ON THE LEFT, HALVERSON LAKE ROAD ON THE RIGHT AND THE STATION ON THE
 DP1772'LEFT.
 DP1772'
 DP1772'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1772'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1772'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1772'M (2.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.5 M
 DP1772'(47.6 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY
 DP1772'32, 85 M (278.9 FT) SOUTH OF RICE LAKE ROAD, 69.5 M (228.0 FT) NORTH
 DP1772'OF THE CENTERLINE OF A PRIVATE DRIVEWAY 7275, 15.8 M (51.8 FT)
 DP1772'NORTHEAST OF A SMALL BILLBOARD-TYPE SIGN AND 0.5 M (1.6 FT) EAST OF A
 DP1772'WHITE PLASTIC WITNESS POST.
 DP1772'
 DP1772'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1772'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTHWEST
 DP1772'EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE EAST
 DP1772'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1773 ***********************************************************************
 DP1773  DESIGNATION -  7V78
 DP1773  PID         -  DP1773
 DP1773  STATE/COUNTY-  WI/ONEIDA
 DP1773  COUNTRY     -  US
 DP1773  USGS QUAD   -  THREE LAKES (2018)
 DP1773
 DP1773                         *CURRENT SURVEY CONTROL
 DP1773  ______________________________________________________________________
 DP1773* NAD 83(1986) POSITION- 45 49 49.8    (N) 089 11 16.6    (W)   HD_HELD2
 DP1773* NAVD 88 ORTHO HEIGHT -   499.610 (meters)     1639.14  (feet) ADJUSTED
 DP1773  ______________________________________________________________________
 DP1773  GEOID HEIGHT    -        -32.151 (meters)                     GEOID18
 DP1773  DYNAMIC HEIGHT  -        499.586 (meters)     1639.06  (feet) COMP
 DP1773  MODELED GRAVITY -    980,550.8   (mgal)                       NAVD 88
 DP1773
 DP1773  VERT ORDER      -  SECOND    CLASS I
 DP1773
 DP1773.The horizontal coordinates were established by autonomous hand held GPS
 DP1773.observations and have an estimated accuracy of +/- 10 meters.
 DP1773
 DP1773.The orthometric height was determined by differential leveling and
 DP1773.adjusted by the NATIONAL GEODETIC SURVEY
 DP1773.in February 2017.
 DP1773
 DP1773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1773.GEOID18 height accuracy estimate available here.
 DP1773
 DP1773.Click photographs - Photos may exist for this station.
 DP1773
 DP1773.The dynamic height is computed by dividing the NAVD 88
 DP1773.geopotential number by the normal gravity value computed on the
 DP1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1773.degrees latitude (g = 980.6199 gals.).
 DP1773
 DP1773.The modeled gravity was interpolated from observed gravity values.
 DP1773
 DP1773;                    North         East    Units  Estimated Accuracy
 DP1773;SPC WI N     -    74,103.      663,093.      MT  (+/- 10 meters HH2 GPS)
 DP1773
 DP1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3006677543(NAD 83)
 DP1773
 DP1773                          SUPERSEDED SURVEY CONTROL
 DP1773
 DP1773  NAVD 88 (03/19/14)  499.643  (m)         1639.25   (f) SUPERSEDED  2 1
 DP1773
 DP1773.Superseded values are not recommended for survey control.
 DP1773
 DP1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1773.See file dsdata.pdf to determine how the superseded data were derived.
 DP1773
 DP1773_MARKER: DD = SURVEY DISK
 DP1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1773_STAMPING: 7V78 2012
 DP1773_MARK LOGO: WIDT
 DP1773_PROJECTION: PROJECTING 3 CENTIMETERS
 DP1773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1773+STABILITY: SURFACE MOTION
 DP1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1773+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2013
 DP1773
 DP1773  HISTORY     - Date     Condition        Report By
 DP1773  HISTORY     - 2012     MONUMENTED       WIDT
 DP1773  HISTORY     - 20130801 GOOD             WIDT
 DP1773
 DP1773                          STATION DESCRIPTION
 DP1773
 DP1773'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1773'THE STATION IS LOCATED APPROXIMATELY 15.2 MI (24.5 KM) EAST-SOUTHEAST
 DP1773'OF ST.GERMAIN, 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF EAGLE RIVER AND 2.5
 DP1773'MI (4.0 KM) NORTHWEST OF THREE LAKES.
 DP1773'
 DP1773'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH STATE
 DP1773'HIGHWAY 32 SOUTH IN THE COMMUNITY OF THREE LAKES, GO NORTH ON U.S.
 DP1773'HIGHWAY 45 AND STATE HIGHWAY 32 FOR 3.1 MI (5.0 KM) TO WYKOWSKI ROAD
 DP1773'ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 32
 DP1773'FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DP1773'
 DP1773'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1773'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1773'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1773'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.5 M (50.9 FT) EAST
 DP1773'OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY 32, 85 M (278.9
 DP1773'FT) NORTH OF WYKOWSKI ROAD, 31.7 M (104.0 FT) NORTH OF THE SOUTHERN
 DP1773'DRIVEWAY WHICH SERVICES A FUELING STATION, 7.0 M (23.0 FT) SOUTH OF A
 DP1773'WOODEN UTILITY POLE WITH A LIGHT ATTACHED TO THE TOP AND 1.0 M (3.3
 DP1773'FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DP1773'
 DP1773'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1773'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED LIGHT POLE TO THE
 DP1773'NORTH EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1774 ***********************************************************************
 DP1774  DESIGNATION -  7V79
 DP1774  PID         -  DP1774
 DP1774  STATE/COUNTY-  WI/VILAS
 DP1774  COUNTRY     -  US
 DP1774  USGS QUAD   -  THREE LAKES (2018)
 DP1774
 DP1774                         *CURRENT SURVEY CONTROL
 DP1774  ______________________________________________________________________
 DP1774* NAD 83(1986) POSITION- 45 51 42.3    (N) 089 11 21.0    (W)   HD_HELD2
 DP1774* NAVD 88 ORTHO HEIGHT -   499.590 (meters)     1639.07  (feet) ADJUSTED
 DP1774  ______________________________________________________________________
 DP1774  GEOID HEIGHT    -        -32.055 (meters)                     GEOID18
 DP1774  DYNAMIC HEIGHT  -        499.568 (meters)     1639.00  (feet) COMP
 DP1774  MODELED GRAVITY -    980,556.3   (mgal)                       NAVD 88
 DP1774
 DP1774  VERT ORDER      -  SECOND    CLASS I
 DP1774
 DP1774.The horizontal coordinates were established by autonomous hand held GPS
 DP1774.observations and have an estimated accuracy of +/- 10 meters.
 DP1774
 DP1774.The orthometric height was determined by differential leveling and
 DP1774.adjusted by the NATIONAL GEODETIC SURVEY
 DP1774.in February 2017.
 DP1774
 DP1774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1774.GEOID18 height accuracy estimate available here.
 DP1774
 DP1774.Click photographs - Photos may exist for this station.
 DP1774
 DP1774.The dynamic height is computed by dividing the NAVD 88
 DP1774.geopotential number by the normal gravity value computed on the
 DP1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1774.degrees latitude (g = 980.6199 gals.).
 DP1774
 DP1774.The modeled gravity was interpolated from observed gravity values.
 DP1774
 DP1774;                    North         East    Units  Estimated Accuracy
 DP1774;SPC WI N     -    77,575.      662,962.      MT  (+/- 10 meters HH2 GPS)
 DP1774
 DP1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3006781017(NAD 83)
 DP1774
 DP1774                          SUPERSEDED SURVEY CONTROL
 DP1774
 DP1774  NAVD 88 (03/19/14)  499.624  (m)         1639.18   (f) SUPERSEDED  2 1
 DP1774
 DP1774.Superseded values are not recommended for survey control.
 DP1774
 DP1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1774.See file dsdata.pdf to determine how the superseded data were derived.
 DP1774
 DP1774_MARKER: DD = SURVEY DISK
 DP1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1774_STAMPING: 7V79 2012
 DP1774_MARK LOGO: WIDT
 DP1774_PROJECTION: FLUSH
 DP1774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1774+STABILITY: SURFACE MOTION
 DP1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1774+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2013
 DP1774
 DP1774  HISTORY     - Date     Condition        Report By
 DP1774  HISTORY     - 2012     MONUMENTED       WIDT
 DP1774  HISTORY     - 20130801 GOOD             WIDT
 DP1774
 DP1774                          STATION DESCRIPTION
 DP1774
 DP1774'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1774'THE STATION IS LOCATED APPROXIMATELY 14.6 MI (23.5 KM) EAST-SOUTHEAST
 DP1774'OF ST.GERMAIN, 4.6 MI (7.4 KM) NORTH-NORTHWEST OF THREE LAKES AND 4.6
 DP1774'MI (7.4 KM) SOUTHEAST OF EAGLE RIVER.
 DP1774'
 DP1774'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1774'HIGHWAY 32 WITH STATE HIGHWAY 70, LOCATED ON THE SOUTHEAST SIDE OF THE
 DP1774'CITY OF EAGLE RIVER, GO SOUTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 32
 DP1774'FOR 3.95 MI (6.4 KM) TO ONEIDA FARMS ROAD ON THE LEFT.  CONTINUE SOUTH
 DP1774'ON U.S. HIGHWAY 45 AND STATE HIGHWAY 32 FOR 0.15 MI (0.2 KM) TO THE
 DP1774'STATION ON THE RIGHT.
 DP1774'
 DP1774'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1774'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1774'INCH) DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP AND APPROXIMATELY
 DP1774'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 17.5 M (57.4 FT) WEST
 DP1774'OF THE CENTERLINE OF U.S. HIGHWAY 45, 4.3 M (14.1 FT) NORTH OF THE
 DP1774'CENTERLINE OF A GRAVEL DRIVEWAY 189, 21.2 M (69.6 FT) SOUTHWEST OF
 DP1774'POWER POLE NUMBER 3910 13L4 AND LOCATED IN THE CENTER OF A TRIANGLE
 DP1774'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1774'
 DP1774'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1774'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE EAST EXTENDING TO 25
 DP1774'DEGREES ABOVE THE HORIZON AND A TREE LINE SOUTH EXTENDING TO 20
 DP1774'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1775 ***********************************************************************
 DP1775  DESIGNATION -  7V80
 DP1775  PID         -  DP1775
 DP1775  STATE/COUNTY-  WI/VILAS
 DP1775  COUNTRY     -  US
 DP1775  USGS QUAD   -  EAGLE RIVER EAST (2018)
 DP1775
 DP1775                         *CURRENT SURVEY CONTROL
 DP1775  ______________________________________________________________________
 DP1775* NAD 83(1986) POSITION- 45 53 16.0    (N) 089 12 33.4    (W)   HD_HELD2
 DP1775* NAVD 88 ORTHO HEIGHT -   509.646 (meters)     1672.06  (feet) ADJUSTED
 DP1775  ______________________________________________________________________
 DP1775  GEOID HEIGHT    -        -31.966 (meters)                     GEOID18
 DP1775  DYNAMIC HEIGHT  -        509.624 (meters)     1671.99  (feet) COMP
 DP1775  MODELED GRAVITY -    980,557.1   (mgal)                       NAVD 88
 DP1775
 DP1775  VERT ORDER      -  SECOND    CLASS I
 DP1775
 DP1775.The horizontal coordinates were established by autonomous hand held GPS
 DP1775.observations and have an estimated accuracy of +/- 10 meters.
 DP1775
 DP1775.The orthometric height was determined by differential leveling and
 DP1775.adjusted by the NATIONAL GEODETIC SURVEY
 DP1775.in February 2017.
 DP1775
 DP1775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1775.GEOID18 height accuracy estimate available here.
 DP1775
 DP1775.Click photographs - Photos may exist for this station.
 DP1775
 DP1775.The dynamic height is computed by dividing the NAVD 88
 DP1775.geopotential number by the normal gravity value computed on the
 DP1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1775.degrees latitude (g = 980.6199 gals.).
 DP1775
 DP1775.The modeled gravity was interpolated from observed gravity values.
 DP1775
 DP1775;                    North         East    Units  Estimated Accuracy
 DP1775;SPC WI N     -    80,452.      661,372.      MT  (+/- 10 meters HH2 GPS)
 DP1775
 DP1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2858683952(NAD 83)
 DP1775
 DP1775                          SUPERSEDED SURVEY CONTROL
 DP1775
 DP1775  NAVD 88 (03/19/14)  509.680  (m)         1672.18   (f) SUPERSEDED  2 1
 DP1775
 DP1775.Superseded values are not recommended for survey control.
 DP1775
 DP1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1775.See file dsdata.pdf to determine how the superseded data were derived.
 DP1775
 DP1775_MARKER: DD = SURVEY DISK
 DP1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1775_STAMPING: 7V80 2012
 DP1775_MARK LOGO: WIDT
 DP1775_PROJECTION: FLUSH
 DP1775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1775+STABILITY: SURFACE MOTION
 DP1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1775+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2013
 DP1775
 DP1775  HISTORY     - Date     Condition        Report By
 DP1775  HISTORY     - 2012     MONUMENTED       WIDT
 DP1775  HISTORY     - 20130801 GOOD             WIDT
 DP1775
 DP1775                          STATION DESCRIPTION
 DP1775
 DP1775'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1775'THE STATION IS LOCATED APPROXIMATELY 19.5 MI (31.4 KM) SOUTHWEST OF
 DP1775'ALVIN, 6.6 MI (10.6 KM) NORTH-NORTHWEST OF THREE LAKES AND 2.8 MI (4.5
 DP1775'KM) SOUTHEAST OF EAGLE RIVER.
 DP1775'
 DP1775'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1775'HIGHWAY 32 WITH STATE HIGHWAY 70, LOCATED ON THE SOUTHEAST SIDE OF THE
 DP1775'CITY OF EAGLE RIVER, GO SOUTHERLY ON U.S. HIGHWAY 45 AND STATE HIGHWAY
 DP1775'32 FOR 1.95 MI (3.1 KM) TO ISLE OF B ROAD ON THE LEFT AND THE STATION
 DP1775'ON THE LEFT.
 DP1775'
 DP1775'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1775'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1775'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1775'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.0 M (36.1 FT)
 DP1775'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY 32,
 DP1775'40.5 M (132.9 FT) SOUTHEAST OF THE CENTERLINE OF ISLE OF B ROAD, 26.1
 DP1775'M (85.6 FT) NORTHWEST OF POWER POLE NUMBER 3910 11W28 AND LOCATED IN
 DP1775'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1775'
 DP1775'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1775'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTHEAST
 DP1775'EXTENDING TO 40 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE
 DP1775'SOUTHWEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8785 ***********************************************************************
 DP8785  DESIGNATION -  7W01
 DP8785  PID         -  DP8785
 DP8785  STATE/COUNTY-  WI/FOREST
 DP8785  COUNTRY     -  US
 DP8785  USGS QUAD   -  MOLE LAKE (2018)
 DP8785
 DP8785                         *CURRENT SURVEY CONTROL
 DP8785  ______________________________________________________________________
 DP8785* NAD 83(1986) POSITION- 45 29 18.4    (N) 088 57 51.9    (W)   HD_HELD2
 DP8785* NAVD 88 ORTHO HEIGHT -   471.076 (meters)     1545.52  (feet) ADJUSTED
 DP8785  ______________________________________________________________________
 DP8785  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 DP8785  DYNAMIC HEIGHT  -        471.032 (meters)     1545.38  (feet) COMP
 DP8785  MODELED GRAVITY -    980,507.8   (mgal)                       NAVD 88
 DP8785
 DP8785  VERT ORDER      -  SECOND    CLASS I
 DP8785
 DP8785.The horizontal coordinates were established by autonomous hand held GPS
 DP8785.observations and have an estimated accuracy of +/- 10 meters.
 DP8785
 DP8785.The orthometric height was determined by differential leveling and
 DP8785.adjusted by the NATIONAL GEODETIC SURVEY
 DP8785.in February 2017.
 DP8785
 DP8785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8785.GEOID18 height accuracy estimate available here.
 DP8785
 DP8785.Click photographs - Photos may exist for this station.
 DP8785
 DP8785.The dynamic height is computed by dividing the NAVD 88
 DP8785.geopotential number by the normal gravity value computed on the
 DP8785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8785.degrees latitude (g = 980.6199 gals.).
 DP8785
 DP8785.The modeled gravity was interpolated from observed gravity values.
 DP8785
 DP8785;                    North         East    Units  Estimated Accuracy
 DP8785;SPC WI N     -    36,291.      680,955.      MT  (+/- 10 meters HH2 GPS)
 DP8785
 DP8785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4649539089(NAD 83)
 DP8785
 DP8785                          SUPERSEDED SURVEY CONTROL
 DP8785
 DP8785.No superseded survey control is available for this station.
 DP8785
 DP8785_MARKER: DD = SURVEY DISK
 DP8785_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8785_SP_SET: BRIDGE ABUTMENT
 DP8785_STAMPING: 7W01 2012
 DP8785_MARK LOGO: WIDT
 DP8785_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8785+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP8785
 DP8785  HISTORY     - Date     Condition        Report By
 DP8785  HISTORY     - 2012     MONUMENTED       WIDT
 DP8785  HISTORY     - 20140814 GOOD             WIDT
 DP8785
 DP8785                          STATION DESCRIPTION
 DP8785
 DP8785'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8785'THE STATION IS IN THE COMMUNITY OF MOLE LAKE, APPROXIMATELY 9.8 MI
 DP8785'(15.8 KM) EAST OF PELICAN LAKE AND 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF
 DP8785'CRANDON.
 DP8785'
 DP8785'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8785'HIGHWAY M IN THE COMMUNITY OF MOLE LAKE, GO NORTHEAST ON STATE HIGHWAY
 DP8785'55 FOR 1.2 MI (1.9 KM) TO A BRIDGE OVER SWAMP CREEK AND THE STATION ON
 DP8785'THE LEFT.
 DP8785'
 DP8785'THE STATION IS 15.6 M (51.2 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DP8785'HIGHWAY 55, 3.3 M (10.8 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DP8785'RECREATION/PEDESTRIAN BRIDGE DECK, 2.2 M (7.2 FT) SOUTHEAST OF THE
 DP8785'CENTER OF THE RECREATION TRAIL AND 0.6 M (2.0 FT) NORTHEAST OF A WHITE
 DP8785'PLASTIC WITNESS POST.
 DP8785'
 DP8785'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTHWEST EXTENDING
 DP8785'HIGHER THAN 50 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8785'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8785'DISK SET IN A DRILL HOLE IN THE TOP OF THE SOUTH END OF THE WEST
 DP8785'ABUTMENT OF A RECREATION/PEDESTRIAN BRIDGE OVER SWAMP CREEK,
 DP8785'APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8786 ***********************************************************************
 DP8786  DESIGNATION -  7W02
 DP8786  PID         -  DP8786
 DP8786  STATE/COUNTY-  WI/FOREST
 DP8786  COUNTRY     -  US
 DP8786  USGS QUAD   -  MOLE LAKE (2018)
 DP8786
 DP8786                         *CURRENT SURVEY CONTROL
 DP8786  ______________________________________________________________________
 DP8786* NAD 83(1986) POSITION- 45 29 49.09   (N) 088 57 26.01   (W)   HD_HELD1
 DP8786* NAVD 88 ORTHO HEIGHT -   475.717 (meters)     1560.75  (feet) ADJUSTED
 DP8786  ______________________________________________________________________
 DP8786  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 DP8786  DYNAMIC HEIGHT  -        475.672 (meters)     1560.60  (feet) COMP
 DP8786  MODELED GRAVITY -    980,507.7   (mgal)                       NAVD 88
 DP8786
 DP8786  VERT ORDER      -  SECOND    CLASS I
 DP8786
 DP8786.The horizontal coordinates were determined by differentially corrected
 DP8786.hand held GPS observations or other comparable positioning techniques
 DP8786.and have an estimated accuracy of +/- 3 meters.
 DP8786
 DP8786.The orthometric height was determined by differential leveling and
 DP8786.adjusted by the NATIONAL GEODETIC SURVEY
 DP8786.in February 2017.
 DP8786
 DP8786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8786.GEOID18 height accuracy estimate available here.
 DP8786
 DP8786.Click photographs - Photos may exist for this station.
 DP8786
 DP8786.The dynamic height is computed by dividing the NAVD 88
 DP8786.geopotential number by the normal gravity value computed on the
 DP8786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8786.degrees latitude (g = 980.6199 gals.).
 DP8786
 DP8786.The modeled gravity was interpolated from observed gravity values.
 DP8786
 DP8786;                    North         East    Units  Estimated Accuracy
 DP8786;SPC WI N     -    37,246.2     681,504.4     MT  (+/- 3 meters HH1 GPS) 
 DP8786
 DP8786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4708040022(NAD 83)
 DP8786
 DP8786                          SUPERSEDED SURVEY CONTROL
 DP8786
 DP8786.No superseded survey control is available for this station.
 DP8786
 DP8786_MARKER: DD = SURVEY DISK
 DP8786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8786_STAMPING: 7W02 2012
 DP8786_MARK LOGO: WIDT
 DP8786_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8786+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP8786
 DP8786  HISTORY     - Date     Condition        Report By
 DP8786  HISTORY     - 2012     MONUMENTED       WIDT
 DP8786  HISTORY     - 20140814 GOOD             WIDT
 DP8786
 DP8786                          STATION DESCRIPTION
 DP8786
 DP8786'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8786'THE STATION IS APPROXIMATELY 10.0 MI (16.1 KM) EAST OF PELICAN LAKE,
 DP8786'5.2 MI (8.4 KM) SOUTHWEST OF CRANDON AND 1.7 MI (2.7 KM) NORTHEAST OF
 DP8786'MOLE LAKE.
 DP8786'
 DP8786'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8786'HIGHWAY B ABOUT 3.6 MI (5.8 KM) SOUTHWEST OF THE CITY OF CRANDON, GO
 DP8786'SOUTH ON STATE HIGHWAY 55 FOR 1.95 MI (3.1 KM) SHERMAN LANE ON THE
 DP8786'LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 55 FOR 0.3 MI (0.5 KM) TO THE
 DP8786'STATION ON THE LEFT.
 DP8786'
 DP8786'THE STATION IS 13.5 M (44.3 FT) EAST OF THE CENTERLINE OF STATE
 DP8786'HIGHWAY 55, 60.6 M (198.8 FT) NORTH OF THE EXTENDED CENTER OF A
 DP8786'DRIVEWAY -3345-, 41.8 M (137.1 FT) SOUTH-SOUTHWEST OF A POWER POLE
 DP8786'-3512 23L9-, 13.5 M (44.3 FT) NORTH OF ORANGE AND WHITE FIBER OPTIC
 DP8786'MARKER POST, 8.3 M (27.2 FT) NORTH-NORTHEAST OF A STEEL RIGHT-OF-WAY
 DP8786'POST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8786'PLASTIC WITNESS POSTS.
 DP8786'
 DP8786'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8786'DEGREES EXCEPT FOR A TREE LINE TO THE NORTHWEST EXTENDING TO 25
 DP8786'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8786'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8786'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8786'1.2 M (3.9 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8787 ***********************************************************************
 DP8787  DESIGNATION -  7W03
 DP8787  PID         -  DP8787
 DP8787  STATE/COUNTY-  WI/FOREST
 DP8787  COUNTRY     -  US
 DP8787  USGS QUAD   -  CRANDON (2018)
 DP8787
 DP8787                         *CURRENT SURVEY CONTROL
 DP8787  ______________________________________________________________________
 DP8787* NAD 83(1986) POSITION- 45 30 55.96   (N) 088 57 01.72   (W)   HD_HELD1
 DP8787* NAVD 88 ORTHO HEIGHT -   494.114 (meters)     1621.11  (feet) ADJUSTED
 DP8787  ______________________________________________________________________
 DP8787  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 DP8787  DYNAMIC HEIGHT  -        494.068 (meters)     1620.95  (feet) COMP
 DP8787  MODELED GRAVITY -    980,506.3   (mgal)                       NAVD 88
 DP8787
 DP8787  VERT ORDER      -  SECOND    CLASS I
 DP8787
 DP8787.The horizontal coordinates were determined by differentially corrected
 DP8787.hand held GPS observations or other comparable positioning techniques
 DP8787.and have an estimated accuracy of +/- 3 meters.
 DP8787
 DP8787.The orthometric height was determined by differential leveling and
 DP8787.adjusted by the NATIONAL GEODETIC SURVEY
 DP8787.in February 2017.
 DP8787
 DP8787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8787.GEOID18 height accuracy estimate available here.
 DP8787
 DP8787.Click photographs - Photos may exist for this station.
 DP8787
 DP8787.The dynamic height is computed by dividing the NAVD 88
 DP8787.geopotential number by the normal gravity value computed on the
 DP8787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8787.degrees latitude (g = 980.6199 gals.).
 DP8787
 DP8787.The modeled gravity was interpolated from observed gravity values.
 DP8787
 DP8787;                    North         East    Units  Estimated Accuracy
 DP8787;SPC WI N     -    39,317.5     682,004.5     MT  (+/- 3 meters HH1 GPS) 
 DP8787
 DP8787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4765742073(NAD 83)
 DP8787
 DP8787                          SUPERSEDED SURVEY CONTROL
 DP8787
 DP8787.No superseded survey control is available for this station.
 DP8787
 DP8787_MARKER: DD = SURVEY DISK
 DP8787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8787_STAMPING: 7W03 2012
 DP8787_MARK LOGO: WIDT
 DP8787_PROJECTION: FLUSH
 DP8787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8787+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2014
 DP8787
 DP8787  HISTORY     - Date     Condition        Report By
 DP8787  HISTORY     - 2012     MONUMENTED       WIDT
 DP8787  HISTORY     - 20140815 GOOD             WIDT
 DP8787
 DP8787                          STATION DESCRIPTION
 DP8787
 DP8787'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8787'THE STATION IS APPROXIMATELY 10.6 MI (17.1 KM) SOUTHEAST OF MONICO,
 DP8787'4.3 MI (6.9 KM) SOUTHWEST OF CRANDON AND 3.0 MI (4.8 KM) NORTHEAST OF
 DP8787'MOLE LAKE.
 DP8787'
 DP8787'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8787'HIGHWAY B ABOUT 3.6 MI (5.8 KM) SOUTHWEST OF THE CITY OF CRANDON, GO
 DP8787'SOUTH ON STATE HIGHWAY 55 FOR 0.9 MI (1.4 KM) TO AIRPORT ROAD ON THE
 DP8787'LEFT AND THE STATION ON THE RIGHT.
 DP8787'
 DP8787'THE STATION IS 15.8 M (51.8 FT) WEST OF THE CENTERLINE OF STATE
 DP8787'HIGHWAY 55, 30.8 M (101.0 FT) SOUTH OF THE EXTENDED CENTER OF AIRPORT
 DP8787'ROAD, 34.5 M (113.2 FT) WEST-NORTHWEST OF A POWER POLE -3512 14R1-,
 DP8787'8.2 M (26.9 FT) NORTHEAST OF A CORNER FENCE POST AND 0.6 M (2.0 FT)
 DP8787'EAST OF A WHITE PLASTIC WITNESS POST.
 DP8787'
 DP8787'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8787'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE WEST EXTENDING
 DP8787'TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8787'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8787'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8787'0.1 M (0.3 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8788 ***********************************************************************
 DP8788  DESIGNATION -  7W04
 DP8788  PID         -  DP8788
 DP8788  STATE/COUNTY-  WI/FOREST
 DP8788  COUNTRY     -  US
 DP8788  USGS QUAD   -  CRANDON (2018)
 DP8788
 DP8788                         *CURRENT SURVEY CONTROL
 DP8788  ______________________________________________________________________
 DP8788* NAD 83(1986) POSITION- 45 32 41.01   (N) 088 55 54.44   (W)   HD_HELD1
 DP8788* NAVD 88 ORTHO HEIGHT -   499.534 (meters)     1638.89  (feet) ADJUSTED
 DP8788  ______________________________________________________________________
 DP8788  GEOID HEIGHT    -        -33.465 (meters)                     GEOID18
 DP8788  DYNAMIC HEIGHT  -        499.488 (meters)     1638.74  (feet) COMP
 DP8788  MODELED GRAVITY -    980,509.5   (mgal)                       NAVD 88
 DP8788
 DP8788  VERT ORDER      -  SECOND    CLASS I
 DP8788
 DP8788.The horizontal coordinates were determined by differentially corrected
 DP8788.hand held GPS observations or other comparable positioning techniques
 DP8788.and have an estimated accuracy of +/- 3 meters.
 DP8788
 DP8788.The orthometric height was determined by differential leveling and
 DP8788.adjusted by the NATIONAL GEODETIC SURVEY
 DP8788.in February 2017.
 DP8788
 DP8788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8788.GEOID18 height accuracy estimate available here.
 DP8788
 DP8788.Click photographs - Photos may exist for this station.
 DP8788
 DP8788.The dynamic height is computed by dividing the NAVD 88
 DP8788.geopotential number by the normal gravity value computed on the
 DP8788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8788.degrees latitude (g = 980.6199 gals.).
 DP8788
 DP8788.The modeled gravity was interpolated from observed gravity values.
 DP8788
 DP8788;                    North         East    Units  Estimated Accuracy
 DP8788;SPC WI N     -    42,579.9     683,421.0     MT  (+/- 3 meters HH1 GPS) 
 DP8788
 DP8788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4919545280(NAD 83)
 DP8788
 DP8788                          SUPERSEDED SURVEY CONTROL
 DP8788
 DP8788.No superseded survey control is available for this station.
 DP8788
 DP8788_MARKER: DD = SURVEY DISK
 DP8788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8788_STAMPING: 7W04 2012
 DP8788_MARK LOGO: WIDT
 DP8788_PROJECTION: FLUSH
 DP8788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8788+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 DP8788
 DP8788  HISTORY     - Date     Condition        Report By
 DP8788  HISTORY     - 2012     MONUMENTED       WIDT
 DP8788  HISTORY     - 20140819 GOOD             WIDT
 DP8788
 DP8788                          STATION DESCRIPTION
 DP8788
 DP8788'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8788'THE STATION IS APPROXIMATELY 12.9 MI (20.8 KM) NORTH OF PICKEREL, 10.7
 DP8788'MI (17.2 KM) SOUTHEAST OF MONICO AND 2.2 MI (3.5 KM) SOUTHWEST OF
 DP8788'CRANDON.
 DP8788'
 DP8788'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8788'HIGHWAY SOUTH ABOUT 2.6 MI (4.2 KM) SOUTHWEST OF THE CITY OF CRANDON,
 DP8788'GO EAST ON STATE HIGHWAY 55 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE
 DP8788'LEFT.
 DP8788'
 DP8788'THE STATION IS 18.4 M (60.4 FT) NORTH OF THE CENTERLINE OF STATE
 DP8788'HIGHWAY 55, 67.3 M (220.8 FT) EAST OF THE CENTERLINE OF A DRIVEWAY
 DP8788'-4651-, 9.1 M (29.9 FT) EAST-SOUTHEAST OF A STEEL RIGHT-OF-WAY POST
 DP8788'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8788'WITNESS POSTS.
 DP8788'
 DP8788'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8788'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST EXTENDING
 DP8788'TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8788'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8788'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8788'1.0 M (3.3 FT) HIGHER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8789 ***********************************************************************
 DP8789  DESIGNATION -  7W05
 DP8789  PID         -  DP8789
 DP8789  STATE/COUNTY-  WI/FOREST
 DP8789  COUNTRY     -  US
 DP8789  USGS QUAD   -  CRANDON (2018)
 DP8789
 DP8789                         *CURRENT SURVEY CONTROL
 DP8789  ______________________________________________________________________
 DP8789* NAD 83(1986) POSITION- 45 33 52.42   (N) 088 54 54.05   (W)   HD_HELD1
 DP8789* NAVD 88 ORTHO HEIGHT -   494.205 (meters)     1621.40  (feet) ADJUSTED
 DP8789  ______________________________________________________________________
 DP8789  GEOID HEIGHT    -        -33.409 (meters)                     GEOID18
 DP8789  DYNAMIC HEIGHT  -        494.162 (meters)     1621.26  (feet) COMP
 DP8789  MODELED GRAVITY -    980,513.1   (mgal)                       NAVD 88
 DP8789
 DP8789  VERT ORDER      -  SECOND    CLASS I
 DP8789
 DP8789.The horizontal coordinates were determined by differentially corrected
 DP8789.hand held GPS observations or other comparable positioning techniques
 DP8789.and have an estimated accuracy of +/- 3 meters.
 DP8789
 DP8789.The orthometric height was determined by differential leveling and
 DP8789.adjusted by the NATIONAL GEODETIC SURVEY
 DP8789.in February 2017.
 DP8789
 DP8789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8789.GEOID18 height accuracy estimate available here.
 DP8789
 DP8789.Click photographs - Photos may exist for this station.
 DP8789
 DP8789.The dynamic height is computed by dividing the NAVD 88
 DP8789.geopotential number by the normal gravity value computed on the
 DP8789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8789.degrees latitude (g = 980.6199 gals.).
 DP8789
 DP8789.The modeled gravity was interpolated from observed gravity values.
 DP8789
 DP8789;                    North         East    Units  Estimated Accuracy
 DP8789;SPC WI N     -    44,802.1     684,700.8     MT  (+/- 3 meters HH1 GPS) 
 DP8789
 DP8789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5055747452(NAD 83)
 DP8789
 DP8789                          SUPERSEDED SURVEY CONTROL
 DP8789
 DP8789.No superseded survey control is available for this station.
 DP8789
 DP8789_MARKER: DD = SURVEY DISK
 DP8789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8789_STAMPING: 7W05 2012
 DP8789_MARK LOGO: WIDT
 DP8789_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8789+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 DP8789
 DP8789  HISTORY     - Date     Condition        Report By
 DP8789  HISTORY     - 2012     MONUMENTED       WIDT
 DP8789  HISTORY     - 20140819 GOOD             WIDT
 DP8789
 DP8789                          STATION DESCRIPTION
 DP8789
 DP8789'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8789'THE STATION IS LOCATED IN THE CITY OF CRANDON, APPROXIMATELY 7 MI
 DP8789'(11.3 KM) SOUTH OF ARGONNE AND 6 MI (9.7 KM) NORTH OF MOLE LAKE.
 DP8789'
 DP8789'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 AND STATE
 DP8789'HIGHWAY 32 WITH STATE HIGHWAY 55 SOUTH IN THE CITY OF CRANDON, GO WEST
 DP8789'ON STATE HIGHWAY 55 (PIONEER STREET) FOR 0.5 MI (0.8 KM) TO ZINZER
 DP8789'ROAD ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 55 FOR APPROXIMATELY
 DP8789'100 M (328.1 FT) TO THE STATION ON THE LEFT.
 DP8789'
 DP8789'THE STATION IS 15.0 M (49.2 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8789'HIGHWAY 55, 39.4 M (129.3 FT) EAST OF THE CENTERLINE OF RISSER ROAD,
 DP8789'46.3 M (151.9 FT) NORTHEAST OF A STEEL RIGHT-OF-WAY POST, 3.4 M (11.2
 DP8789'FT) NORTH OF A STEEL RIGHT-OF-WAY POST AND LOCATED IN THE CENTER OF A
 DP8789'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8789'
 DP8789'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8789'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8789'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8789'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8789'1 M (3.3 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8703 ***********************************************************************
 DP8703  DESIGNATION -  7W06
 DP8703  PID         -  DP8703
 DP8703  STATE/COUNTY-  WI/FOREST
 DP8703  COUNTRY     -  US
 DP8703  USGS QUAD   -  CRANDON (2018)
 DP8703
 DP8703                         *CURRENT SURVEY CONTROL
 DP8703  ______________________________________________________________________
 DP8703* NAD 83(1986) POSITION- 45 34 35.0    (N) 088 53 30.4    (W)   HD_HELD2
 DP8703* NAVD 88 ORTHO HEIGHT -   496.189 (meters)     1627.91  (feet) ADJUSTED
 DP8703  ______________________________________________________________________
 DP8703  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 DP8703  DYNAMIC HEIGHT  -        496.146 (meters)     1627.77  (feet) COMP
 DP8703  MODELED GRAVITY -    980,515.3   (mgal)                       NAVD 88
 DP8703
 DP8703  VERT ORDER      -  SECOND    CLASS I
 DP8703
 DP8703.The horizontal coordinates were established by autonomous hand held GPS
 DP8703.observations and have an estimated accuracy of +/- 10 meters.
 DP8703
 DP8703.The orthometric height was determined by differential leveling and
 DP8703.adjusted by the NATIONAL GEODETIC SURVEY
 DP8703.in February 2017.
 DP8703
 DP8703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8703.GEOID18 height accuracy estimate available here.
 DP8703
 DP8703.Click photographs - Photos may exist for this station.
 DP8703
 DP8703.The dynamic height is computed by dividing the NAVD 88
 DP8703.geopotential number by the normal gravity value computed on the
 DP8703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8703.degrees latitude (g = 980.6199 gals.).
 DP8703
 DP8703.The modeled gravity was interpolated from observed gravity values.
 DP8703
 DP8703;                    North         East    Units  Estimated Accuracy
 DP8703;SPC WI N     -    46,142.      686,496.      MT  (+/- 10 meters HH2 GPS)
 DP8703
 DP8703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5240148723(NAD 83)
 DP8703
 DP8703                          SUPERSEDED SURVEY CONTROL
 DP8703
 DP8703.No superseded survey control is available for this station.
 DP8703
 DP8703_MARKER: DD = SURVEY DISK
 DP8703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8703_STAMPING: 7W06 2012
 DP8703_MARK LOGO: WIDT
 DP8703_PROJECTION: FLUSH
 DP8703_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8703+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2014
 DP8703
 DP8703  HISTORY     - Date     Condition        Report By
 DP8703  HISTORY     - 2014     MONUMENTED       WIDT
 DP8703  HISTORY     - 20140820 GOOD             WIDT
 DP8703
 DP8703                          STATION DESCRIPTION
 DP8703
 DP8703'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8703'THE STATION IS LOCATED IN THE CITY OF CRANDON, ABOUT 20 MI (32.2 KM)
 DP8703'SOUTHEAST OF THREE LAKES AND 14 MI (22.5 KM) NORTHWEST OF WABENO.
 DP8703'
 DP8703'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF US HIGHWAY 8 (GLEN
 DP8703'STREET) WITH STATE HIGHWAY 55 AND STATE HIGHWAY 32 (LAKE AVENUE) IN
 DP8703'THE CITY OF CRANDON, GO EAST ON GLEN STREET FOR 0.5 MI (0.8 KM)
 DP8703'RAILROAD STREET.  TURN LEFT AND GO NORTH ON RAILROAD STREET
 DP8703'APPROXIMATELY 0.25 MI (0.4 KM) TO THE CITY OF CRANDON WASTEWATER
 DP8703'TREATMENT PLANT FACILITY.  THE IS THE BASE MARK SET IN THE FOUNDATION
 DP8703'OF THE CONTINUOUSLY OPERATING REFERENCE STATION, WHICH IS LOCATED
 DP8703'ABOUT 50 FT (15.2 M) NORTH OF THE CITY OF CRANDON WASTEWATER TREATMENT
 DP8703'PLANT OFFICE BUILDING.
 DP8703'
 DP8703'THE STATION IS LOCATED 16.9 M (55.4 FT) NORTH OF THE NORTH WALL OF THE
 DP8703'CRANDON WASTEWATER TREATMENT PLANT OFFICE BUILDING, 16.7 M (54.8 FT)
 DP8703'NORTHWEST OF A 10-IN (25 CM) DIAMETER SPRUCE TREE AND 8 M (26.2 FT)
 DP8703'SOUTH-SOUTHEAST OF THE SHORELINE OF A RETENTION POND.
 DP8703'
 DP8703'NOTE-THIS STATION IS THE BASE MARK FOR A CONTINUOUSLY OPERATING
 DP8703'REFERENCE STATION AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DP8703'
 DP8703'NOTE2-THE CONCRETE BASE FOUNDATION FOR THE CONTINUOUSLY OPERATING
 DP8703'REFERENCE STATION WAS CONSTRUCTED IN 2009.  THE BASE MARK SURVEY DISK
 DP8703'WAS SET IN 2014.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8703'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL
 DP8703'HOLE IN THE FOUNDATION OF A CONTINUOUSLY OPERATING REFERENCE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8708 ***********************************************************************
 DP8708  DESIGNATION -  7W07
 DP8708  PID         -  DP8708
 DP8708  STATE/COUNTY-  WI/FOREST
 DP8708  COUNTRY     -  US
 DP8708  USGS QUAD   -  CRANDON (2018)
 DP8708
 DP8708                         *CURRENT SURVEY CONTROL
 DP8708  ______________________________________________________________________
 DP8708* NAD 83(1986) POSITION- 45 35 05.60   (N) 088 54 18.41   (W)   HD_HELD1
 DP8708* NAVD 88 ORTHO HEIGHT -   487.784 (meters)     1600.34  (feet) ADJUSTED
 DP8708  ______________________________________________________________________
 DP8708  GEOID HEIGHT    -        -33.342 (meters)                     GEOID18
 DP8708  DYNAMIC HEIGHT  -        487.743 (meters)     1600.20  (feet) COMP
 DP8708  MODELED GRAVITY -    980,517.8   (mgal)                       NAVD 88
 DP8708
 DP8708  VERT ORDER      -  SECOND    CLASS I
 DP8708
 DP8708.The horizontal coordinates were determined by differentially corrected
 DP8708.hand held GPS observations or other comparable positioning techniques
 DP8708.and have an estimated accuracy of +/- 3 meters.
 DP8708
 DP8708.The orthometric height was determined by differential leveling and
 DP8708.adjusted by the NATIONAL GEODETIC SURVEY
 DP8708.in February 2017.
 DP8708
 DP8708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8708.GEOID18 height accuracy estimate available here.
 DP8708
 DP8708.Click photographs - Photos may exist for this station.
 DP8708
 DP8708.The dynamic height is computed by dividing the NAVD 88
 DP8708.geopotential number by the normal gravity value computed on the
 DP8708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8708.degrees latitude (g = 980.6199 gals.).
 DP8708
 DP8708.The modeled gravity was interpolated from observed gravity values.
 DP8708
 DP8708;                    North         East    Units  Estimated Accuracy
 DP8708;SPC WI N     -    47,071.7     685,442.5     MT  (+/- 3 meters HH1 GPS) 
 DP8708
 DP8708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5138349692(NAD 83)
 DP8708
 DP8708                          SUPERSEDED SURVEY CONTROL
 DP8708
 DP8708.No superseded survey control is available for this station.
 DP8708
 DP8708_MARKER: DD = SURVEY DISK
 DP8708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8708_STAMPING: 7W07 2012
 DP8708_MARK LOGO: WIDT
 DP8708_PROJECTION: FLUSH
 DP8708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8708+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DP8708
 DP8708  HISTORY     - Date     Condition        Report By
 DP8708  HISTORY     - 2012     MONUMENTED       WIDT
 DP8708  HISTORY     - 20140717 GOOD             WIDT
 DP8708
 DP8708                          STATION DESCRIPTION
 DP8708
 DP8708'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8708'THE STATION IS APPROXIMATELY 11.8 MI (19.0 KM) EAST OF MONICO, 5.4 MI
 DP8708'(8.7 KM) SOUTH-SOUTHWEST OF ARGONNE AND 0.7 MI (1.1 KM) NORTH OF
 DP8708'CRANDON.
 DP8708'
 DP8708'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP8708'HIGHWAY 32 AND STATE HIGHWAY 55 IN THE CITY OF CRANDON, GO NORTH ON
 DP8708'STATE HIGHWAY 32 AND STATE HIGHWAY 55 FOR 0.9 MI (1.4 KM) TO THE
 DP8708'STATION ON THE LEFT.
 DP8708'
 DP8708'THE STATION IS 15.4 M (50.5 FT) WEST OF THE CENTERLINE OF STATE
 DP8708'HIGHWAY 32 AND STATE HIGHWAY 55, 71.9 M (235.9 FT) SOUTH OF A UTILITY
 DP8708'JUNCTION BOX -144 LP2-, 11.0 M (36.1 FT) SOUTHWEST OF A -35MPH AHEAD-
 DP8708'SIGN, 9.4 M (30.8 FT) EAST OF A FENCE LINE, 3.8 M (12.5 FT) EAST OF A
 DP8708'RECREATION TRAIL AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP8708'THREE WHITE PLASTIC WITNESS POSTS.
 DP8708'
 DP8708'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8708'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8708'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8708'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8708'0.6 M (2.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8816 ***********************************************************************
 DP8816  DESIGNATION -  7W23
 DP8816  PID         -  DP8816
 DP8816  STATE/COUNTY-  WI/FOREST
 DP8816  COUNTRY     -  US
 DP8816  USGS QUAD   -  LAONA (2018)
 DP8816
 DP8816                         *CURRENT SURVEY CONTROL
 DP8816  ______________________________________________________________________
 DP8816* NAD 83(1986) POSITION- 45 34 44.57   (N) 088 40 27.31   (W)   HD_HELD1
 DP8816* NAVD 88 ORTHO HEIGHT -   485.875 (meters)     1594.07  (feet) ADJUSTED
 DP8816  ______________________________________________________________________
 DP8816  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 DP8816  DYNAMIC HEIGHT  -        485.840 (meters)     1593.96  (feet) COMP
 DP8816  MODELED GRAVITY -    980,528.5   (mgal)                       NAVD 88
 DP8816
 DP8816  VERT ORDER      -  SECOND    CLASS I
 DP8816
 DP8816.The horizontal coordinates were determined by differentially corrected
 DP8816.hand held GPS observations or other comparable positioning techniques
 DP8816.and have an estimated accuracy of +/- 3 meters.
 DP8816
 DP8816.The orthometric height was determined by differential leveling and
 DP8816.adjusted by the NATIONAL GEODETIC SURVEY
 DP8816.in February 2017.
 DP8816
 DP8816.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8816.GEOID18 height accuracy estimate available here.
 DP8816
 DP8816.Click photographs - Photos may exist for this station.
 DP8816
 DP8816.The dynamic height is computed by dividing the NAVD 88
 DP8816.geopotential number by the normal gravity value computed on the
 DP8816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8816.degrees latitude (g = 980.6199 gals.).
 DP8816
 DP8816.The modeled gravity was interpolated from observed gravity values.
 DP8816
 DP8816;                    North         East    Units  Estimated Accuracy
 DP8816;SPC WI N     -    46,697.1     703,467.7     MT  (+/- 3 meters HH1 GPS) 
 DP8816
 DP8816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6937948641(NAD 83)
 DP8816
 DP8816                          SUPERSEDED SURVEY CONTROL
 DP8816
 DP8816.No superseded survey control is available for this station.
 DP8816
 DP8816_MARKER: DD = SURVEY DISK
 DP8816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8816_STAMPING: 7W23 2012
 DP8816_MARK LOGO: WIDT
 DP8816_PROJECTION: FLUSH
 DP8816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8816+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 DP8816
 DP8816  HISTORY     - Date     Condition        Report By
 DP8816  HISTORY     - 2012     MONUMENTED       WIDT
 DP8816  HISTORY     - 20140825 GOOD             WIDT
 DP8816
 DP8816                          STATION DESCRIPTION
 DP8816
 DP8816'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8816'THE STATION IS APPROXIMATELY 10.9 MI (17.5 KM) EAST OF CRANDON, 5.5 MI
 DP8816'(8.8 KM) SOUTHWEST OF CAVOUR AND 1.0 MI (1.6 KM) NORTH OF LAONA.
 DP8816'
 DP8816'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP8816'HIGHWAY 32 IN THE COMMUNITY OF LAONA, GO EAST WINDING NORTH ON US
 DP8816'HIGHWAY 8 FOR 1.5 MI (2.4 KM) TO HANSON LANE ON THE LEFT, OLD HIGHWAY
 DP8816'8 ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8816'
 DP8816'THE STATION IS 21.2 M (69.6 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DP8816'8, 18.5 M (60.7 FT) NORTH OF THE CENTERLINE OF OLD HIGHWAY 8 ROAD,
 DP8816'28.9 M (94.8 FT) NORTHWEST POWER POLE -3615 19L11- AND LOCATED IN THE
 DP8816'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8816'
 DP8816'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8816'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE EAST AND TO THE
 DP8816'NORTH EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8816'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8816'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8816'POST, APPROXIMATELY 1.0 M (3.3 FT) HIGHER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8815 ***********************************************************************
 DP8815  DESIGNATION -  7W24
 DP8815  PID         -  DP8815
 DP8815  STATE/COUNTY-  WI/FOREST
 DP8815  COUNTRY     -  US
 DP8815  USGS QUAD   -  LAONA (2018)
 DP8815
 DP8815                         *CURRENT SURVEY CONTROL
 DP8815  ______________________________________________________________________
 DP8815* NAD 83(1986) POSITION- 45 37 19.48   (N) 088 40 09.80   (W)   HD_HELD1
 DP8815* NAVD 88 ORTHO HEIGHT -   481.975 (meters)     1581.28  (feet) ADJUSTED
 DP8815  ______________________________________________________________________
 DP8815  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 DP8815  DYNAMIC HEIGHT  -        481.947 (meters)     1581.19  (feet) COMP
 DP8815  MODELED GRAVITY -    980,542.2   (mgal)                       NAVD 88
 DP8815
 DP8815  VERT ORDER      -  SECOND    CLASS I
 DP8815
 DP8815.The horizontal coordinates were determined by differentially corrected
 DP8815.hand held GPS observations or other comparable positioning techniques
 DP8815.and have an estimated accuracy of +/- 3 meters.
 DP8815
 DP8815.The orthometric height was determined by differential leveling and
 DP8815.adjusted by the NATIONAL GEODETIC SURVEY
 DP8815.in February 2017.
 DP8815
 DP8815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8815.GEOID18 height accuracy estimate available here.
 DP8815
 DP8815.Click photographs - Photos may exist for this station.
 DP8815
 DP8815.The dynamic height is computed by dividing the NAVD 88
 DP8815.geopotential number by the normal gravity value computed on the
 DP8815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8815.degrees latitude (g = 980.6199 gals.).
 DP8815
 DP8815.The modeled gravity was interpolated from observed gravity values.
 DP8815
 DP8815;                    North         East    Units  Estimated Accuracy
 DP8815;SPC WI N     -    51,485.3     703,767.2     MT  (+/- 3 meters HH1 GPS) 
 DP8815
 DP8815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6985853414(NAD 83)
 DP8815
 DP8815                          SUPERSEDED SURVEY CONTROL
 DP8815
 DP8815.No superseded survey control is available for this station.
 DP8815
 DP8815_MARKER: DD = SURVEY DISK
 DP8815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8815_STAMPING: 7W24 2012
 DP8815_MARK LOGO: WIDT
 DP8815_PROJECTION: FLUSH
 DP8815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8815+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2014
 DP8815
 DP8815  HISTORY     - Date     Condition        Report By
 DP8815  HISTORY     - 2012     MONUMENTED       WIDT
 DP8815  HISTORY     - 20140821 GOOD             WIDT
 DP8815
 DP8815                          STATION DESCRIPTION
 DP8815
 DP8815'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8815'THE STATION IS APPROXIMATELY 11.6 MI (18.7 KM) EAST-NORTHEAST OF
 DP8815'CRANDON, 4.1 MI (6.6 KM) NORTH OF LAONA AND 2.9 MI (4.7 KM) SOUTHWEST
 DP8815'OF CAVOUR.
 DP8815'
 DP8815'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8815'HIGHWAY G ABOUT 1.6 MI (2.6 KM) WEST OF THE COMMUNITY OF CAVOUR, GO
 DP8815'SOUTH ON US HIGHWAY 8 FOR 2.0 MI (3.2 KM) TO ALDERTON ROAD AND THE
 DP8815'STATION ON THE LEFT.
 DP8815'
 DP8815'THE STATION IS 22.2 M (72.8 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DP8815'8, 17.1 M (56.1 FT) SOUTH OF THE CENTERLINE OF ALDERTON ROAD, 40.8 M
 DP8815'(133.9 FT) SOUTH OF AN ORANGE AND WHITE FIBER OPTIC MARKER POST AND
 DP8815'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8815'WITNESS POSTS.
 DP8815'
 DP8815'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8815'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE SOUTH,
 DP8815'SOUTHWEST AND EAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE
 DP8815'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP8815'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP8815'DIAMETER CONCRETE POST, APPROXIMATELY 0.9 M (3.0 FT) HIGHER THAN THE
 DP8815'HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8711 ***********************************************************************
 DP8711  DESIGNATION -  7W49
 DP8711  PID         -  DP8711
 DP8711  STATE/COUNTY-  WI/FOREST
 DP8711  COUNTRY     -  US
 DP8711  USGS QUAD   -  CRANDON NE (2018)
 DP8711
 DP8711                         *CURRENT SURVEY CONTROL
 DP8711  ______________________________________________________________________
 DP8711* NAD 83(1986) POSITION- 45 39 57.56   (N) 088 52 19.40   (W)   HD_HELD1
 DP8711* NAVD 88 ORTHO HEIGHT -   498.700 (meters)     1636.15  (feet) ADJUSTED
 DP8711  ______________________________________________________________________
 DP8711  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 DP8711  DYNAMIC HEIGHT  -        498.673 (meters)     1636.06  (feet) COMP
 DP8711  MODELED GRAVITY -    980,545.6   (mgal)                       NAVD 88
 DP8711
 DP8711  VERT ORDER      -  SECOND    CLASS I
 DP8711
 DP8711.The horizontal coordinates were determined by differentially corrected
 DP8711.hand held GPS observations or other comparable positioning techniques
 DP8711.and have an estimated accuracy of +/- 3 meters.
 DP8711
 DP8711.The orthometric height was determined by differential leveling and
 DP8711.adjusted by the NATIONAL GEODETIC SURVEY
 DP8711.in February 2017.
 DP8711
 DP8711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8711.GEOID18 height accuracy estimate available here.
 DP8711
 DP8711.Click photographs - Photos may exist for this station.
 DP8711
 DP8711.The dynamic height is computed by dividing the NAVD 88
 DP8711.geopotential number by the normal gravity value computed on the
 DP8711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8711.degrees latitude (g = 980.6199 gals.).
 DP8711
 DP8711.The modeled gravity was interpolated from observed gravity values.
 DP8711
 DP8711;                    North         East    Units  Estimated Accuracy
 DP8711;SPC WI N     -    56,120.6     687,894.1     MT  (+/- 3 meters HH1 GPS) 
 DP8711
 DP8711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5417358641(NAD 83)
 DP8711
 DP8711                          SUPERSEDED SURVEY CONTROL
 DP8711
 DP8711.No superseded survey control is available for this station.
 DP8711
 DP8711_MARKER: DD = SURVEY DISK
 DP8711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8711_STAMPING: 7W49 2012
 DP8711_MARK LOGO: WIDT
 DP8711_PROJECTION: FLUSH
 DP8711_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8711+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2014
 DP8711
 DP8711  HISTORY     - Date     Condition        Report By
 DP8711  HISTORY     - 2012     MONUMENTED       WIDT
 DP8711  HISTORY     - 20140724 GOOD             WIDT
 DP8711
 DP8711                          STATION DESCRIPTION
 DP8711
 DP8711'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8711'THE STATION IS APPROXIMATELY 16.7 MI (26.9 KM) SOUTHEAST OF THREE
 DP8711'LAKES, 11.0 MI (17.7 KM) WEST-NORTHWEST OF CAVOUR AND 0.5 MI (0.8 KM)
 DP8711'NORTHEAST OF ARGONNE.
 DP8711'
 DP8711'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8711'HIGHWAY 32 NORTH IN THE COMMUNITY OF ARGONNE, GO EAST THEN NORTH ON
 DP8711'STATE HIGHWAY 55 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT.
 DP8711'
 DP8711'THE STATION IS 13.0 M (42.7 FT) WEST OF THE CENTERLINE OF STATE
 DP8711'HIGHWAY 55, 30 M (98.4 FT) NORTH OF THE EXTENDED CENTER OF A DRIVEWAY
 DP8711'-8102-, 22.6 M (74.1 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY WITH
 DP8711'A YELLOW GATE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8711'WHITE PLASTIC WITNESS POSTS.
 DP8711'
 DP8711'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8711'DEGREES ABOVE THE HORIZON EXCEPT FOR SPARSE TREES TO THE SOUTHWEST AND
 DP8711'SOUTH EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND PINE TREES TO THE
 DP8711'SOUTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8711'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8711'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8711'POST, APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8748 ***********************************************************************
 DP8748  DESIGNATION -  7W50
 DP8748  PID         -  DP8748
 DP8748  STATE/COUNTY-  WI/FOREST
 DP8748  COUNTRY     -  US
 DP8748  USGS QUAD   -  CRANDON NE (2018)
 DP8748
 DP8748                         *CURRENT SURVEY CONTROL
 DP8748  ______________________________________________________________________
 DP8748* NAD 83(1986) POSITION- 45 41 19.4    (N) 088 52 06.2    (W)   HD_HELD2
 DP8748* NAVD 88 ORTHO HEIGHT -   487.144 (meters)     1598.24  (feet) ADJUSTED
 DP8748  ______________________________________________________________________
 DP8748  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 DP8748  DYNAMIC HEIGHT  -        487.118 (meters)     1598.15  (feet) COMP
 DP8748  MODELED GRAVITY -    980,547.8   (mgal)                       NAVD 88
 DP8748
 DP8748  VERT ORDER      -  SECOND    CLASS I
 DP8748
 DP8748.The horizontal coordinates were established by autonomous hand held GPS
 DP8748.observations and have an estimated accuracy of +/- 10 meters.
 DP8748
 DP8748.The orthometric height was determined by differential leveling and
 DP8748.adjusted by the NATIONAL GEODETIC SURVEY
 DP8748.in February 2017.
 DP8748
 DP8748.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8748.GEOID18 height accuracy estimate available here.
 DP8748
 DP8748.Click photographs - Photos may exist for this station.
 DP8748
 DP8748.The dynamic height is computed by dividing the NAVD 88
 DP8748.geopotential number by the normal gravity value computed on the
 DP8748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8748.degrees latitude (g = 980.6199 gals.).
 DP8748
 DP8748.The modeled gravity was interpolated from observed gravity values.
 DP8748
 DP8748;                    North         East    Units  Estimated Accuracy
 DP8748;SPC WI N     -    58,651.      688,144.      MT  (+/- 10 meters HH2 GPS)
 DP8748
 DP8748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5451761160(NAD 83)
 DP8748
 DP8748                          SUPERSEDED SURVEY CONTROL
 DP8748
 DP8748.No superseded survey control is available for this station.
 DP8748
 DP8748_MARKER: DD = SURVEY DISK
 DP8748_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8748_SP_SET: BRIDGE ABUTMENT
 DP8748_STAMPING: 7W50 2012
 DP8748_MARK LOGO: WIDT
 DP8748_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8748+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2014
 DP8748
 DP8748  HISTORY     - Date     Condition        Report By
 DP8748  HISTORY     - 2012     MONUMENTED       WIDT
 DP8748  HISTORY     - 20140724 GOOD             WIDT
 DP8748
 DP8748                          STATION DESCRIPTION
 DP8748
 DP8748'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8748'THE STATION IS APPROXIMATELY 8.7 MI (14.0 KM) SOUTHWEST OF NEWALD, 5.3
 DP8748'MI (8.5 KM) EAST-SOUTHEAST OF HILES AND 2.1 MI (3.4 KM) NORTH OF
 DP8748'ARGONNE.
 DP8748'
 DP8748'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8748'HIGHWAY 32 NORTH IN THE COMMUNITY OF ARGONNE, GO EAST THEN NORTH ON
 DP8748'STATE HIGHWAY 55 FOR 2.5 MI (4.0 KM) TO A BRIDGE OVER THE NORTH BRANCH
 DP8748'OF THE PESHTIGO RIVER AND THE STATION ON THE LEFT.
 DP8748'
 DP8748'THE STATION IS 5.1 M (16.7 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DP8748'55, 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE ABUTMENT AND 0.9 M
 DP8748'(3.0 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DP8748'
 DP8748'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8748'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING
 DP8748'TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8748'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8748'IN A DRILL HOLE IN THE ABUTMENT OF THE BRIDGE -B 21 2 62- OVER THE
 DP8748'NORTH BRANCH OF THE PESHTIGO RIVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8712 ***********************************************************************
 DP8712  DESIGNATION -  7W51
 DP8712  PID         -  DP8712
 DP8712  STATE/COUNTY-  WI/FOREST
 DP8712  COUNTRY     -  US
 DP8712  USGS QUAD   -  CRANDON NE (2018)
 DP8712
 DP8712                         *CURRENT SURVEY CONTROL
 DP8712  ______________________________________________________________________
 DP8712* NAD 83(1986) POSITION- 45 41 31.88   (N) 088 51 45.74   (W)   HD_HELD1
 DP8712* NAVD 88 ORTHO HEIGHT -   487.038 (meters)     1597.89  (feet) ADJUSTED
 DP8712  ______________________________________________________________________
 DP8712  GEOID HEIGHT    -        -33.033 (meters)                     GEOID18
 DP8712  DYNAMIC HEIGHT  -        487.012 (meters)     1597.81  (feet) COMP
 DP8712  MODELED GRAVITY -    980,547.4   (mgal)                       NAVD 88
 DP8712
 DP8712  VERT ORDER      -  SECOND    CLASS I
 DP8712
 DP8712.The horizontal coordinates were determined by differentially corrected
 DP8712.hand held GPS observations or other comparable positioning techniques
 DP8712.and have an estimated accuracy of +/- 3 meters.
 DP8712
 DP8712.The orthometric height was determined by differential leveling and
 DP8712.adjusted by the NATIONAL GEODETIC SURVEY
 DP8712.in February 2017.
 DP8712
 DP8712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8712.GEOID18 height accuracy estimate available here.
 DP8712
 DP8712.Click photographs - Photos may exist for this station.
 DP8712
 DP8712.The dynamic height is computed by dividing the NAVD 88
 DP8712.geopotential number by the normal gravity value computed on the
 DP8712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8712.degrees latitude (g = 980.6199 gals.).
 DP8712
 DP8712.The modeled gravity was interpolated from observed gravity values.
 DP8712
 DP8712;                    North         East    Units  Estimated Accuracy
 DP8712;SPC WI N     -    59,042.7     688,581.0     MT  (+/- 3 meters HH1 GPS) 
 DP8712
 DP8712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5496961535(NAD 83)
 DP8712
 DP8712                          SUPERSEDED SURVEY CONTROL
 DP8712
 DP8712.No superseded survey control is available for this station.
 DP8712
 DP8712_MARKER: DD = SURVEY DISK
 DP8712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8712_STAMPING: 7W51 2012
 DP8712_MARK LOGO: WIDT
 DP8712_PROJECTION: FLUSH
 DP8712_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8712+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2014
 DP8712
 DP8712  HISTORY     - Date     Condition        Report By
 DP8712  HISTORY     - 2012     MONUMENTED       WIDT
 DP8712  HISTORY     - 20140724 GOOD             WIDT
 DP8712
 DP8712                          STATION DESCRIPTION
 DP8712
 DP8712'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8712'THE STATION IS APPROXIMATELY 16.2 MI (26.1 KM) SOUTHEAST OF THREE
 DP8712'LAKES, 10.7 MI (17.2 KM) NORTHWEST OF CAVOUR AND 2.4 MI (3.9 KM)
 DP8712'NORTH-NORTHEAST OF ARGONNE.
 DP8712'
 DP8712'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8712'HIGHWAY 32 NORTH IN THE COMMUNITY OF ARGONNE, GO EAST THEN NORTH ON
 DP8712'STATE HIGHWAY 55 FOR 2.9 MI (4.7 KM) TO THE STATION ON THE RIGHT.
 DP8712'
 DP8712'THE STATION IS 13.4 M (44.0 FT) EAST OF THE CENTERLINE OF STATE
 DP8712'HIGHWAY 55, 105 M (344.5 FT) SOUTHWEST OF A DRIVEWAY -8860- AND
 DP8712'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8712'WITNESS POSTS.
 DP8712'
 DP8712'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8712'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8712'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8712'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8712'0.3 M (1.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8714 ***********************************************************************
 DP8714  DESIGNATION -  7W52
 DP8714  PID         -  DP8714
 DP8714  STATE/COUNTY-  WI/FOREST
 DP8714  COUNTRY     -  US
 DP8714  USGS QUAD   -  CRANDON NE (2018)
 DP8714
 DP8714                         *CURRENT SURVEY CONTROL
 DP8714  ______________________________________________________________________
 DP8714* NAD 83(1986) POSITION- 45 44 24.7    (N) 088 50 28.5    (W)   HD_HELD2
 DP8714* NAVD 88 ORTHO HEIGHT -   503.203 (meters)     1650.93  (feet) ADJUSTED
 DP8714  ______________________________________________________________________
 DP8714  GEOID HEIGHT    -        -32.998 (meters)                     GEOID18
 DP8714  DYNAMIC HEIGHT  -        503.173 (meters)     1650.83  (feet) COMP
 DP8714  MODELED GRAVITY -    980,539.8   (mgal)                       NAVD 88
 DP8714
 DP8714  VERT ORDER      -  SECOND    CLASS I
 DP8714
 DP8714.The horizontal coordinates were established by autonomous hand held GPS
 DP8714.observations and have an estimated accuracy of +/- 10 meters.
 DP8714
 DP8714.The orthometric height was determined by differential leveling and
 DP8714.adjusted by the NATIONAL GEODETIC SURVEY
 DP8714.in February 2017.
 DP8714
 DP8714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8714.GEOID18 height accuracy estimate available here.
 DP8714
 DP8714.Click photographs - Photos may exist for this station.
 DP8714
 DP8714.The dynamic height is computed by dividing the NAVD 88
 DP8714.geopotential number by the normal gravity value computed on the
 DP8714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8714.degrees latitude (g = 980.6199 gals.).
 DP8714
 DP8714.The modeled gravity was interpolated from observed gravity values.
 DP8714
 DP8714;                    North         East    Units  Estimated Accuracy
 DP8714;SPC WI N     -    64,402.      690,174.      MT  (+/- 10 meters HH2 GPS)
 DP8714
 DP8714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5676266830(NAD 83)
 DP8714
 DP8714                          SUPERSEDED SURVEY CONTROL
 DP8714
 DP8714.No superseded survey control is available for this station.
 DP8714
 DP8714_MARKER: DD = SURVEY DISK
 DP8714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8714_STAMPING: 7W52 2012
 DP8714_MARK LOGO: WIDT
 DP8714_PROJECTION: FLUSH
 DP8714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8714+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2014
 DP8714
 DP8714  HISTORY     - Date     Condition        Report By
 DP8714  HISTORY     - 2012     MONUMENTED       WIDT
 DP8714  HISTORY     - 20140725 GOOD             WIDT
 DP8714
 DP8714                          STATION DESCRIPTION
 DP8714
 DP8714'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8714'THE STATION IS APPROXIMATELY 16.0 MI (25.7 KM) SOUTHEAST OF THREE
 DP8714'LAKES, 11.2 MI (18.0 KM) NORTHWEST OF CAVOUR AND 5.6 MI (9.0 KM) NORTH
 DP8714'OF ARGONNE.
 DP8714'
 DP8714'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8714'HIGHWAY 32 NORTH IN THE COMMUNITY OF ARGONNE, GO EAST THEN NORTH ON
 DP8714'STATE HIGHWAY 55 FOR 5.05 MI (8.1 KM) TO DOUBLE BEND ROAD ON THE
 DP8714'RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 55 FOR 1.0 MI (1.6 KM) TO A
 DP8714'RIGHT CURVE IN THE HIGHWAY.  CURVE RIGHT AND CONTINUE EAST ON STATE
 DP8714'HIGHWAY 55 FOR 1.0 MI (1.6 KM) TO THE END OF A LEFT CURVE IN THE
 DP8714'HIGHWAY AND THE STATION ON THE RIGHT.
 DP8714'
 DP8714'THE STATION IS 10.2 M (33.5 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DP8714'HIGHWAY 55, 10 M (32.8 FT) NORTH OF A GRAVEL LOGGING ROAD AND LOCATED
 DP8714'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP8714'POSTS.
 DP8714'
 DP8714'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 60
 DP8714'DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE WEST EXTENDING TO 35
 DP8714'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8714'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8714'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8714'0.6 M (2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8715 ***********************************************************************
 DP8715  DESIGNATION -  7W53
 DP8715  PID         -  DP8715
 DP8715  STATE/COUNTY-  WI/FOREST
 DP8715  COUNTRY     -  US
 DP8715  USGS QUAD   -  ALVIN SE (2018)
 DP8715
 DP8715                         *CURRENT SURVEY CONTROL
 DP8715  ______________________________________________________________________
 DP8715* NAD 83(1986) POSITION- 45 45 51.91   (N) 088 50 07.74   (W)   HD_HELD1
 DP8715* NAVD 88 ORTHO HEIGHT -   507.269 (meters)     1664.27  (feet) ADJUSTED
 DP8715  ______________________________________________________________________
 DP8715  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 DP8715  DYNAMIC HEIGHT  -        507.237 (meters)     1664.16  (feet) COMP
 DP8715  MODELED GRAVITY -    980,536.8   (mgal)                       NAVD 88
 DP8715
 DP8715  VERT ORDER      -  SECOND    CLASS I
 DP8715
 DP8715.The horizontal coordinates were determined by differentially corrected
 DP8715.hand held GPS observations or other comparable positioning techniques
 DP8715.and have an estimated accuracy of +/- 3 meters.
 DP8715
 DP8715.The orthometric height was determined by differential leveling and
 DP8715.adjusted by the NATIONAL GEODETIC SURVEY
 DP8715.in February 2017.
 DP8715
 DP8715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8715.GEOID18 height accuracy estimate available here.
 DP8715
 DP8715.Click photographs - Photos may exist for this station.
 DP8715
 DP8715.The dynamic height is computed by dividing the NAVD 88
 DP8715.geopotential number by the normal gravity value computed on the
 DP8715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8715.degrees latitude (g = 980.6199 gals.).
 DP8715
 DP8715.The modeled gravity was interpolated from observed gravity values.
 DP8715
 DP8715;                    North         East    Units  Estimated Accuracy
 DP8715;SPC WI N     -    67,100.4     690,583.4     MT  (+/- 3 meters HH1 GPS) 
 DP8715
 DP8715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5727269511(NAD 83)
 DP8715
 DP8715                          SUPERSEDED SURVEY CONTROL
 DP8715
 DP8715.No superseded survey control is available for this station.
 DP8715
 DP8715_MARKER: DD = SURVEY DISK
 DP8715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8715_STAMPING: 7W53 2012
 DP8715_MARK LOGO: WIDT
 DP8715_PROJECTION: FLUSH
 DP8715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8715+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2014
 DP8715
 DP8715  HISTORY     - Date     Condition        Report By
 DP8715  HISTORY     - 2012     MONUMENTED       WIDT
 DP8715  HISTORY     - 20140725 GOOD             WIDT
 DP8715
 DP8715                          STATION DESCRIPTION
 DP8715
 DP8715'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8715'THE STATION IS APPROXIMATELY 15.6 MI (25.1 KM) EAST-SOUTHEAST OF THREE
 DP8715'LAKES, 14.8 MI (23.8 KM) SOUTHWEST OF TIPLER AND 12.0 MI (19.3 KM)
 DP8715'NORTHWEST OF CAVOUR.
 DP8715'
 DP8715'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8715'HIGHWAY 32 NORTH IN THE COMMUNITY OF ARGONNE, GO EAST THEN NORTHERLY
 DP8715'ON STATE HIGHWAY 55 FOR APPROXIMATELY 7.5 MI (12.1 KM) TO SCOTT LAKE
 DP8715'ROAD (FOREST ROAD 2183) ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY
 DP8715'55 FOR 1.4 MI (2.3 KM) TO THE STATION ON THE RIGHT.
 DP8715'
 DP8715'THE STATION IS 8.5 M (27.9 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DP8715'HIGHWAY 55, 6 M (19.7 FT) SOUTH OF THE CENTER OF A GRAVEL WOODS
 DP8715'ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8715'PLASTIC WITNESS POSTS.
 DP8715'
 DP8715'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 55
 DP8715'DEGREES ABOVE THE HORIZON AND TREES TO THE WEST EXTENDING TO 30
 DP8715'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8715'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8715'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8715'0.5 M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8716 ***********************************************************************
 DP8716  DESIGNATION -  7W54
 DP8716  PID         -  DP8716
 DP8716  STATE/COUNTY-  WI/FOREST
 DP8716  COUNTRY     -  US
 DP8716  USGS QUAD   -  ALVIN SE (2018)
 DP8716
 DP8716                         *CURRENT SURVEY CONTROL
 DP8716  ______________________________________________________________________
 DP8716* NAD 83(1986) POSITION- 45 47 28.44   (N) 088 49 14.87   (W)   HD_HELD1
 DP8716* NAVD 88 ORTHO HEIGHT -   493.769 (meters)     1619.97  (feet) ADJUSTED
 DP8716  ______________________________________________________________________
 DP8716  GEOID HEIGHT    -        -32.968 (meters)                     GEOID18
 DP8716  DYNAMIC HEIGHT  -        493.738 (meters)     1619.87  (feet) COMP
 DP8716  MODELED GRAVITY -    980,536.3   (mgal)                       NAVD 88
 DP8716
 DP8716  VERT ORDER      -  SECOND    CLASS I
 DP8716
 DP8716.The horizontal coordinates were determined by differentially corrected
 DP8716.hand held GPS observations or other comparable positioning techniques
 DP8716.and have an estimated accuracy of +/- 3 meters.
 DP8716
 DP8716.The orthometric height was determined by differential leveling and
 DP8716.adjusted by the NATIONAL GEODETIC SURVEY
 DP8716.in February 2017.
 DP8716
 DP8716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8716.GEOID18 height accuracy estimate available here.
 DP8716
 DP8716.Click photographs - Photos may exist for this station.
 DP8716
 DP8716.The dynamic height is computed by dividing the NAVD 88
 DP8716.geopotential number by the normal gravity value computed on the
 DP8716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8716.degrees latitude (g = 980.6199 gals.).
 DP8716
 DP8716.The modeled gravity was interpolated from observed gravity values.
 DP8716
 DP8716;                    North         East    Units  Estimated Accuracy
 DP8716;SPC WI N     -    70,097.2     691,681.5     MT  (+/- 3 meters HH1 GPS) 
 DP8716
 DP8716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5848272464(NAD 83)
 DP8716
 DP8716                          SUPERSEDED SURVEY CONTROL
 DP8716
 DP8716.No superseded survey control is available for this station.
 DP8716
 DP8716_MARKER: DD = SURVEY DISK
 DP8716_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8716_SP_SET: BRIDGE ABUTMENT
 DP8716_STAMPING: 7W54 2012
 DP8716_MARK LOGO: WIDT
 DP8716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8716+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2014
 DP8716
 DP8716  HISTORY     - Date     Condition        Report By
 DP8716  HISTORY     - 2012     MONUMENTED       WIDT
 DP8716  HISTORY     - 20140725 GOOD             WIDT
 DP8716
 DP8716                          STATION DESCRIPTION
 DP8716
 DP8716'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8716'THE STATION IS APPROXIMATELY 16.5 MI (26.5 KM) EAST OF THREE LAKES,
 DP8716'9.4 MI (15.1 KM) NORTH-NORTHEAST OF ARGONNE AND 6.9 MI (11.1 KM)
 DP8716'NORTHWEST OF NEWALD.
 DP8716'
 DP8716'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8716'HIGHWAY 32 NORTH IN THE COMMUNITY OF ARGONNE, GO EAST THEN NORTH ON
 DP8716'STATE HIGHWAY 55 FOR APPROXIMATELY 11.0 MI (17.7 KM) TO A BRIDGE OVER
 DP8716'THE NORTH BRANCH OF THE POPPLE RIVER AND THE STATION ON THE RIGHT.
 DP8716'
 DP8716'THE STATION IS 5.8 M (19.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DP8716'55, 0.5 M (1.6 FT) EAST OF THE EAST GUARDRAIL AND 0.7 M (2.3 FT) SOUTH
 DP8716'OF A WHITE PLASTIC WITNESS POST.
 DP8716'
 DP8716'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8716'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8716'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8716'IN A DRILL HOLE IN THE EAST END OF THE NORTH ABUTMENT OF BRIDGE -B 21
 DP8716'17-, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8717 ***********************************************************************
 DP8717  DESIGNATION -  7W55
 DP8717  PID         -  DP8717
 DP8717  STATE/COUNTY-  WI/FOREST
 DP8717  COUNTRY     -  US
 DP8717  USGS QUAD   -  ALVIN SE (2018)
 DP8717
 DP8717                         *CURRENT SURVEY CONTROL
 DP8717  ______________________________________________________________________
 DP8717* NAD 83(1986) POSITION- 45 48 41.9    (N) 088 49 14.2    (W)   HD_HELD2
 DP8717* NAVD 88 ORTHO HEIGHT -   492.457 (meters)     1615.67  (feet) ADJUSTED
 DP8717  ______________________________________________________________________
 DP8717  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 DP8717  DYNAMIC HEIGHT  -        492.426 (meters)     1615.57  (feet) COMP
 DP8717  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 DP8717
 DP8717  VERT ORDER      -  SECOND    CLASS I
 DP8717
 DP8717.The horizontal coordinates were established by autonomous hand held GPS
 DP8717.observations and have an estimated accuracy of +/- 10 meters.
 DP8717
 DP8717.The orthometric height was determined by differential leveling and
 DP8717.adjusted by the NATIONAL GEODETIC SURVEY
 DP8717.in February 2017.
 DP8717
 DP8717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8717.GEOID18 height accuracy estimate available here.
 DP8717
 DP8717.Click photographs - Photos may exist for this station.
 DP8717
 DP8717.The dynamic height is computed by dividing the NAVD 88
 DP8717.geopotential number by the normal gravity value computed on the
 DP8717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8717.degrees latitude (g = 980.6199 gals.).
 DP8717
 DP8717.The modeled gravity was interpolated from observed gravity values.
 DP8717
 DP8717;                    North         East    Units  Estimated Accuracy
 DP8717;SPC WI N     -    72,365.      691,662.      MT  (+/- 10 meters HH2 GPS)
 DP8717
 DP8717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5854874731(NAD 83)
 DP8717
 DP8717                          SUPERSEDED SURVEY CONTROL
 DP8717
 DP8717.No superseded survey control is available for this station.
 DP8717
 DP8717_MARKER: DD = SURVEY DISK
 DP8717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8717_STAMPING: 7W55 2012
 DP8717_MARK LOGO: WIDT
 DP8717_PROJECTION: FLUSH
 DP8717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8717+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2014
 DP8717
 DP8717  HISTORY     - Date     Condition        Report By
 DP8717  HISTORY     - 2012     MONUMENTED       WIDT
 DP8717  HISTORY     - 20140726 GOOD             WIDT
 DP8717
 DP8717                          STATION DESCRIPTION
 DP8717
 DP8717'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8717'THE STATION IS APPROXIMATELY 12.3 MI (19.8 KM) SOUTHWEST OF TIPLER,
 DP8717'12.0 MI (19.3 KM) SOUTH OF ALVIN AND 10.4 MI (16.7 KM) NORTH-NORTHEAST
 DP8717'OF ARGONNE.
 DP8717'
 DP8717'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8717'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8717'SOUTH ON STATE HIGHWAY 55 FOR 11.0 MI (17.7 KM) TO NATIONAL FOREST
 DP8717'ROAD 2558 ON THE LEFT AND THE STATION ON THE LEFT.
 DP8717'
 DP8717'THE STATION IS 9.6 M (31.5 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DP8717'55, 10.6 M (34.8 FT) SOUTH OF THE CENTERLINE OF NATIONAL FOREST ROAD
 DP8717'2558 AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8717'PLASTIC WITNESS POSTS.
 DP8717'
 DP8717'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 40
 DP8717'DEGREES ABOVE THE HORIZON AND A TREES TO THE WEST EXTENDING TO 35
 DP8717'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8717'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8717'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST AND
 DP8717'APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8718 ***********************************************************************
 DP8718  DESIGNATION -  7W56
 DP8718  PID         -  DP8718
 DP8718  STATE/COUNTY-  WI/FOREST
 DP8718  COUNTRY     -  US
 DP8718  USGS QUAD   -  ALVIN SE (2018)
 DP8718
 DP8718                         *CURRENT SURVEY CONTROL
 DP8718  ______________________________________________________________________
 DP8718* NAD 83(1986) POSITION- 45 50 05.71   (N) 088 49 17.94   (W)   HD_HELD1
 DP8718* NAVD 88 ORTHO HEIGHT -   493.611 (meters)     1619.46  (feet) ADJUSTED
 DP8718  ______________________________________________________________________
 DP8718  GEOID HEIGHT    -        -32.831 (meters)                     GEOID18
 DP8718  DYNAMIC HEIGHT  -        493.582 (meters)     1619.36  (feet) COMP
 DP8718  MODELED GRAVITY -    980,540.0   (mgal)                       NAVD 88
 DP8718
 DP8718  VERT ORDER      -  SECOND    CLASS I
 DP8718
 DP8718.The horizontal coordinates were determined by differentially corrected
 DP8718.hand held GPS observations or other comparable positioning techniques
 DP8718.and have an estimated accuracy of +/- 3 meters.
 DP8718
 DP8718.The orthometric height was determined by differential leveling and
 DP8718.adjusted by the NATIONAL GEODETIC SURVEY
 DP8718.in February 2017.
 DP8718
 DP8718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8718.GEOID18 height accuracy estimate available here.
 DP8718
 DP8718.Click photographs - Photos may exist for this station.
 DP8718
 DP8718.The dynamic height is computed by dividing the NAVD 88
 DP8718.geopotential number by the normal gravity value computed on the
 DP8718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8718.degrees latitude (g = 980.6199 gals.).
 DP8718
 DP8718.The modeled gravity was interpolated from observed gravity values.
 DP8718
 DP8718;                    North         East    Units  Estimated Accuracy
 DP8718;SPC WI N     -    74,951.1     691,543.1     MT  (+/- 3 meters HH1 GPS) 
 DP8718
 DP8718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5852777319(NAD 83)
 DP8718
 DP8718                          SUPERSEDED SURVEY CONTROL
 DP8718
 DP8718.No superseded survey control is available for this station.
 DP8718
 DP8718_MARKER: DD = SURVEY DISK
 DP8718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8718_STAMPING: 7W56 2012
 DP8718_MARK LOGO: WIDT
 DP8718_PROJECTION: FLUSH
 DP8718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8718+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2014
 DP8718
 DP8718  HISTORY     - Date     Condition        Report By
 DP8718  HISTORY     - 2012     MONUMENTED       WIDT
 DP8718  HISTORY     - 20140726 GOOD             WIDT
 DP8718
 DP8718                          STATION DESCRIPTION
 DP8718
 DP8718'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8718'THE STATION IS APPROXIMATELY 11.6 MI (18.7 KM) SOUTHWEST OF TIPLER,
 DP8718'11.5 MI (18.5 KM) NORTH-NORTHEAST OF ARGONNE AND 10.3 MI (16.6 KM)
 DP8718'SOUTH OF ALVIN.
 DP8718'
 DP8718'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8718'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8718'SOUTH ON STATE HIGHWAY 55 FOR 8.25 MI (13.3 KM) TO LONG LAKE ROAD ON
 DP8718'THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 55 FOR 1.05 MI (1.7 KM) TO
 DP8718'THE STATION ON THE LEFT.
 DP8718'
 DP8718'THE STATION IS 8.5 M (27.9 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DP8718'55, 4.9 M (16.1 FT) SOUTH OF THE CENTERLINE OF A DIRT TRAIL AND
 DP8718'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8718'WITNESS POSTS.
 DP8718'
 DP8718'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 45
 DP8718'DEGREES ABOVE THE HORIZON AND TREES TO THE WEST EXTENDING TO 35
 DP8718'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8718'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8718'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST AND
 DP8718'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8719 ***********************************************************************
 DP8719  DESIGNATION -  7W57
 DP8719  PID         -  DP8719
 DP8719  STATE/COUNTY-  WI/FOREST
 DP8719  COUNTRY     -  US
 DP8719  USGS QUAD   -  ALVIN SE (2018)
 DP8719
 DP8719                         *CURRENT SURVEY CONTROL
 DP8719  ______________________________________________________________________
 DP8719* NAD 83(1986) POSITION- 45 51 09.92   (N) 088 49 12.17   (W)   HD_HELD1
 DP8719* NAVD 88 ORTHO HEIGHT -   488.309 (meters)     1602.06  (feet) ADJUSTED
 DP8719  ______________________________________________________________________
 DP8719  GEOID HEIGHT    -        -32.754 (meters)                     GEOID18
 DP8719  DYNAMIC HEIGHT  -        488.282 (meters)     1601.97  (feet) COMP
 DP8719  MODELED GRAVITY -    980,544.7   (mgal)                       NAVD 88
 DP8719
 DP8719  VERT ORDER      -  SECOND    CLASS I
 DP8719
 DP8719.The horizontal coordinates were determined by differentially corrected
 DP8719.hand held GPS observations or other comparable positioning techniques
 DP8719.and have an estimated accuracy of +/- 3 meters.
 DP8719
 DP8719.The orthometric height was determined by differential leveling and
 DP8719.adjusted by the NATIONAL GEODETIC SURVEY
 DP8719.in February 2017.
 DP8719
 DP8719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8719.GEOID18 height accuracy estimate available here.
 DP8719
 DP8719.Click photographs - Photos may exist for this station.
 DP8719
 DP8719.The dynamic height is computed by dividing the NAVD 88
 DP8719.geopotential number by the normal gravity value computed on the
 DP8719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8719.degrees latitude (g = 980.6199 gals.).
 DP8719
 DP8719.The modeled gravity was interpolated from observed gravity values.
 DP8719
 DP8719;                    North         East    Units  Estimated Accuracy
 DP8719;SPC WI N     -    76,935.1     691,638.2     MT  (+/- 3 meters HH1 GPS) 
 DP8719
 DP8719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5869679298(NAD 83)
 DP8719
 DP8719                          SUPERSEDED SURVEY CONTROL
 DP8719
 DP8719.No superseded survey control is available for this station.
 DP8719
 DP8719_MARKER: DD = SURVEY DISK
 DP8719_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8719_SP_SET: BRIDGE ABUTMENT
 DP8719_STAMPING: 7W57 2012
 DP8719_MARK LOGO: WIDT
 DP8719_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8719+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2014
 DP8719
 DP8719  HISTORY     - Date     Condition        Report By
 DP8719  HISTORY     - 2012     MONUMENTED       WIDT
 DP8719  HISTORY     - 20140728 GOOD             WIDT
 DP8719
 DP8719                          STATION DESCRIPTION
 DP8719
 DP8719'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8719'THE STATION IS APPROXIMATELY 13.5 MI (21.7 KM) NORTH OF ARGONNE, 10.6
 DP8719'MI (17.1 KM) SOUTHWEST OF TIPLER AND 8.9 MI (14.3 KM) SOUTH OF ALVIN.
 DP8719'
 DP8719'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8719'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8719'SOUTH ON STATE HIGHWAY 55 FOR APPROXIMATELY 8.1 MI (13.0 KM) TO A
 DP8719'BRIDGE OVER JONES CREEK AND THE STATION ON THE RIGHT.
 DP8719'
 DP8719'THE STATION IS 5.6 M (18.4 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DP8719'55, 0.5 M (1.6 FT) WEST OF THE WEST END OF THE GUARDRAIL AND 0.5 M
 DP8719'(1.6 FT) NORTH-NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DP8719'
 DP8719'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8719'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8719'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8719'IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF
 DP8719'THE BRIDGE -B 21 18-, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8720 ***********************************************************************
 DP8720  DESIGNATION -  7W58
 DP8720  PID         -  DP8720
 DP8720  STATE/COUNTY-  WI/FOREST
 DP8720  COUNTRY     -  US
 DP8720  USGS QUAD   -  ALVIN (2018)
 DP8720
 DP8720                         *CURRENT SURVEY CONTROL
 DP8720  ______________________________________________________________________
 DP8720* NAD 83(1986) POSITION- 45 52 45.35   (N) 088 49 18.35   (W)   HD_HELD1
 DP8720* NAVD 88 ORTHO HEIGHT -   509.307 (meters)     1670.95  (feet) ADJUSTED
 DP8720  ______________________________________________________________________
 DP8720  GEOID HEIGHT    -        -32.603 (meters)                     GEOID18
 DP8720  DYNAMIC HEIGHT  -        509.285 (meters)     1670.88  (feet) COMP
 DP8720  MODELED GRAVITY -    980,556.8   (mgal)                       NAVD 88
 DP8720
 DP8720  VERT ORDER      -  SECOND    CLASS I
 DP8720
 DP8720.The horizontal coordinates were determined by differentially corrected
 DP8720.hand held GPS observations or other comparable positioning techniques
 DP8720.and have an estimated accuracy of +/- 3 meters.
 DP8720
 DP8720.The orthometric height was determined by differential leveling and
 DP8720.adjusted by the NATIONAL GEODETIC SURVEY
 DP8720.in February 2017.
 DP8720
 DP8720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8720.GEOID18 height accuracy estimate available here.
 DP8720
 DP8720.Click photographs - Photos may exist for this station.
 DP8720
 DP8720.The dynamic height is computed by dividing the NAVD 88
 DP8720.geopotential number by the normal gravity value computed on the
 DP8720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8720.degrees latitude (g = 980.6199 gals.).
 DP8720
 DP8720.The modeled gravity was interpolated from observed gravity values.
 DP8720
 DP8720;                    North         East    Units  Estimated Accuracy
 DP8720;SPC WI N     -    79,879.0     691,461.2     MT  (+/- 3 meters HH1 GPS) 
 DP8720
 DP8720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5863082246(NAD 83)
 DP8720
 DP8720                          SUPERSEDED SURVEY CONTROL
 DP8720
 DP8720.No superseded survey control is available for this station.
 DP8720
 DP8720_MARKER: DD = SURVEY DISK
 DP8720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8720_STAMPING: 7W58 2012
 DP8720_MARK LOGO: WIDT
 DP8720_PROJECTION: FLUSH
 DP8720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8720+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2014
 DP8720
 DP8720  HISTORY     - Date     Condition        Report By
 DP8720  HISTORY     - 2012     MONUMENTED       WIDT
 DP8720  HISTORY     - 20140728 GOOD             WIDT
 DP8720
 DP8720                          STATION DESCRIPTION
 DP8720
 DP8720'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8720'THE STATION IS APPROXIMATELY 14.8 MI (23.8 KM) NORTH OF ARGONNE, 9.8
 DP8720'MI (15.8 KM) WEST-SOUTHWEST OF TIPLER AND 7.3 MI (11.7 KM) SOUTH OF
 DP8720'ALVIN.
 DP8720'
 DP8720'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8720'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8720'SOUTH ON STATE HIGHWAY 55 FOR 6.15 MI (9.9 KM) TO ZEPP ROAD ON THE
 DP8720'LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 55 FOR 130 M (426.5 FT) TO THE
 DP8720'STATION ON THE LEFT.
 DP8720'
 DP8720'THE STATION IS 7.4 M (24.3 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DP8720'55, 431.0 FT (131.4 M) SOUTH OF THE CENTER OF ZEPP ROAD, 373.0 FT
 DP8720'(113.7 M) NORTH OF THE CENTER OF A DRIVEWAY -14056- AND LOCATED IN THE
 DP8720'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8720'
 DP8720'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 55
 DP8720'DEGREES ABOVE THE HORIZON AND TREES TO THE WEST EXTENDING TO 45
 DP8720'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8720'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8720'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8720'LEVEL WITH THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8723 ***********************************************************************
 DP8723  DESIGNATION -  7W59
 DP8723  PID         -  DP8723
 DP8723  STATE/COUNTY-  WI/FOREST
 DP8723  COUNTRY     -  US
 DP8723  USGS QUAD   -  ALVIN (2018)
 DP8723
 DP8723                         *CURRENT SURVEY CONTROL
 DP8723  ______________________________________________________________________
 DP8723* NAD 83(1986) POSITION- 45 56 56.58   (N) 088 49 45.62   (W)   HD_HELD1
 DP8723* NAVD 88 ORTHO HEIGHT -   523.596 (meters)     1717.83  (feet) ADJUSTED
 DP8723  ______________________________________________________________________
 DP8723  GEOID HEIGHT    -        -32.196 (meters)                     GEOID18
 DP8723  DYNAMIC HEIGHT  -        523.592 (meters)     1717.82  (feet) COMP
 DP8723  MODELED GRAVITY -    980,590.4   (mgal)                       NAVD 88
 DP8723
 DP8723  VERT ORDER      -  SECOND    CLASS I
 DP8723
 DP8723.The horizontal coordinates were determined by differentially corrected
 DP8723.hand held GPS observations or other comparable positioning techniques
 DP8723.and have an estimated accuracy of +/- 3 meters.
 DP8723
 DP8723.The orthometric height was determined by differential leveling and
 DP8723.adjusted by the NATIONAL GEODETIC SURVEY
 DP8723.in February 2017.
 DP8723
 DP8723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8723.GEOID18 height accuracy estimate available here.
 DP8723
 DP8723.Click photographs - Photos may exist for this station.
 DP8723
 DP8723.The dynamic height is computed by dividing the NAVD 88
 DP8723.geopotential number by the normal gravity value computed on the
 DP8723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8723.degrees latitude (g = 980.6199 gals.).
 DP8723
 DP8723.The modeled gravity was interpolated from observed gravity values.
 DP8723
 DP8723;                    North         East    Units  Estimated Accuracy
 DP8723;SPC WI N     -    87,625.8     690,758.9     MT  (+/- 3 meters HH1 GPS) 
 DP8723
 DP8723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5822090013(NAD 83)
 DP8723
 DP8723                          SUPERSEDED SURVEY CONTROL
 DP8723
 DP8723.No superseded survey control is available for this station.
 DP8723
 DP8723_MARKER: DD = SURVEY DISK
 DP8723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8723_STAMPING: 7W59 2012
 DP8723_MARK LOGO: WIDT
 DP8723_PROJECTION: FLUSH
 DP8723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8723+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2014
 DP8723
 DP8723  HISTORY     - Date     Condition        Report By
 DP8723  HISTORY     - 2012     MONUMENTED       WIDT
 DP8723  HISTORY     - 20140730 GOOD             WIDT
 DP8723
 DP8723                          STATION DESCRIPTION
 DP8723
 DP8723'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8723'THE STATION IS APPROXIMATELY 19.8 MI (31.9 KM) EAST-NORTHEAST OF EAGLE
 DP8723'RIVER, 9.7 MI (15.6 KM) WEST-NORTHWEST OF TIPLER AND 2.5 MI (4.0 KM)
 DP8723'SOUTH OF ALVIN.
 DP8723'
 DP8723'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8723'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8723'SOUTH ON STATE HIGHWAY 55 FOR 1.15 MI (1.9 KM) TO FIRE TOWER ROAD ON
 DP8723'THE RIGHT AND THE STATION ON THE RIGHT.
 DP8723'
 DP8723'THE STATION IS 10.3 M (33.8 FT) WEST OF THE CENTERLINE OF STATE
 DP8723'HIGHWAY 55, 8.6 M (28.2 FT) SOUTH OF THE CENTERLINE OF FIRE TOWER
 DP8723'ROAD, 3.6 M (11.8 FT) SOUTH-SOUTHEAST OF A STOP SIGN AND LOCATED IN
 DP8723'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8723'
 DP8723'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 40
 DP8723'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8723'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8723'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8723'0.6 M (2.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8743 ***********************************************************************
 DP8743  DESIGNATION -  7X10
 DP8743  PID         -  DP8743
 DP8743  STATE/COUNTY-  WI/FOREST
 DP8743  COUNTRY     -  US
 DP8743  USGS QUAD   -  ARMSTRONG CREEK (2018)
 DP8743
 DP8743                         *CURRENT SURVEY CONTROL
 DP8743  ______________________________________________________________________
 DP8743* NAD 83(1986) POSITION- 45 39 55.08   (N) 088 26 45.69   (W)   HD_HELD1
 DP8743* NAVD 88 ORTHO HEIGHT -   463.932 (meters)     1522.08  (feet) ADJUSTED
 DP8743  ______________________________________________________________________
 DP8743  GEOID HEIGHT    -        -34.234 (meters)                     GEOID18
 DP8743  DYNAMIC HEIGHT  -        463.894 (meters)     1521.96  (feet) COMP
 DP8743  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 DP8743
 DP8743  VERT ORDER      -  SECOND    CLASS I
 DP8743
 DP8743.The horizontal coordinates were determined by differentially corrected
 DP8743.hand held GPS observations or other comparable positioning techniques
 DP8743.and have an estimated accuracy of +/- 3 meters.
 DP8743
 DP8743.The orthometric height was determined by differential leveling and
 DP8743.adjusted by the NATIONAL GEODETIC SURVEY
 DP8743.in February 2017.
 DP8743
 DP8743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8743.GEOID18 height accuracy estimate available here.
 DP8743
 DP8743.Click photographs - Photos may exist for this station.
 DP8743
 DP8743.The dynamic height is computed by dividing the NAVD 88
 DP8743.geopotential number by the normal gravity value computed on the
 DP8743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8743.degrees latitude (g = 980.6199 gals.).
 DP8743
 DP8743.The modeled gravity was interpolated from observed gravity values.
 DP8743
 DP8743;                    North         East    Units  Estimated Accuracy
 DP8743;SPC WI N     -    56,604.5     721,090.1     MT  (+/- 3 meters HH1 GPS) 
 DP8743
 DP8743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8735857877(NAD 83)
 DP8743
 DP8743                          SUPERSEDED SURVEY CONTROL
 DP8743
 DP8743.No superseded survey control is available for this station.
 DP8743
 DP8743_MARKER: DD = SURVEY DISK
 DP8743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8743_STAMPING: 7X10 2012
 DP8743_MARK LOGO: WIDT
 DP8743_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8743+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 DP8743
 DP8743  HISTORY     - Date     Condition        Report By
 DP8743  HISTORY     - 2012     MONUMENTED       WIDT
 DP8743  HISTORY     - 20140917 GOOD             WIDT
 DP8743
 DP8743                          STATION DESCRIPTION
 DP8743
 DP8743'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8743'THE STATION IS APPROXIMATELY 8.6 MI (13.8 KM) EAST OF CAVOUR, 5.5 MI
 DP8743'(8.8 KM) SOUTH-SOUTHWEST OF A FENCE AND 0.4 MI (0.6 KM) NORTH OF
 DP8743'ARMSTRONG CREEK.
 DP8743'
 DP8743'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP8743'HIGHWAY 101 IN THE COMMUNITY OF ARMSTRONG CREEK, GO NORTH ON STATE
 DP8743'HIGHWAY 101 FOR 0.5 MI (0.8 KM) TO WITKOWSKI LANE ON THE LEFT,
 DP8743'KOZLOWSKI ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8743'
 DP8743'THE STATION IS 15.3 M (50.2 FT) EAST OF THE CENTERLINE OF STATE
 DP8743'HIGHWAY 101, 16.7 M (54.8 FT) SOUTH OF THE CENTERLINE OF KOZLOWSKI
 DP8743'ROAD, 28.3 M (92.8 FT) EAST OF A UTILITY JUNCTION BOX -A7 Y2-, 0.4 M
 DP8743'(1.3 FT) EAST OF A -NO SNOWMOBILES- SIGN AND 0.9 M (3.0 FT) WEST OF A
 DP8743'WHITE PLASTIC WITNESS POST.
 DP8743'
 DP8743'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8743'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8743'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8743'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8743'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8657 ***********************************************************************
 DP8657  DESIGNATION -  7X11
 DP8657  PID         -  DP8657
 DP8657  STATE/COUNTY-  WI/FOREST
 DP8657  COUNTRY     -  US
 DP8657  USGS QUAD   -  ARMSTRONG CREEK (2018)
 DP8657
 DP8657                         *CURRENT SURVEY CONTROL
 DP8657  ______________________________________________________________________
 DP8657* NAD 83(1986) POSITION- 45 40 24.4    (N) 088 26 44.7    (W)   HD_HELD2
 DP8657* NAVD 88 ORTHO HEIGHT -   458.976 (meters)     1505.82  (feet) ADJUSTED
 DP8657  ______________________________________________________________________
 DP8657  GEOID HEIGHT    -        -34.219 (meters)                     GEOID18
 DP8657  DYNAMIC HEIGHT  -        458.939 (meters)     1505.70  (feet) COMP
 DP8657  MODELED GRAVITY -    980,520.3   (mgal)                       NAVD 88
 DP8657
 DP8657  VERT ORDER      -  SECOND    CLASS I
 DP8657
 DP8657.The horizontal coordinates were established by autonomous hand held GPS
 DP8657.observations and have an estimated accuracy of +/- 10 meters.
 DP8657
 DP8657.The orthometric height was determined by differential leveling and
 DP8657.adjusted by the NATIONAL GEODETIC SURVEY
 DP8657.in February 2017.
 DP8657
 DP8657.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8657.GEOID18 height accuracy estimate available here.
 DP8657
 DP8657.Click photographs - Photos may exist for this station.
 DP8657
 DP8657.The dynamic height is computed by dividing the NAVD 88
 DP8657.geopotential number by the normal gravity value computed on the
 DP8657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8657.degrees latitude (g = 980.6199 gals.).
 DP8657
 DP8657.The modeled gravity was interpolated from observed gravity values.
 DP8657
 DP8657;                    North         East    Units  Estimated Accuracy
 DP8657;SPC WI N     -    57,510.      721,094.      MT  (+/- 10 meters HH2 GPS)
 DP8657
 DP8657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8739558782(NAD 83)
 DP8657
 DP8657                          SUPERSEDED SURVEY CONTROL
 DP8657
 DP8657.No superseded survey control is available for this station.
 DP8657
 DP8657_MARKER: DD = SURVEY DISK
 DP8657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8657_STAMPING: 7X11 2012
 DP8657_MARK LOGO: WIDT
 DP8657_PROJECTION: PROJECTING 6 CENTIMETERS
 DP8657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8657+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 DP8657
 DP8657  HISTORY     - Date     Condition        Report By
 DP8657  HISTORY     - 2012     MONUMENTED       WIDT
 DP8657  HISTORY     - 20140917 GOOD             WIDT
 DP8657
 DP8657                          STATION DESCRIPTION
 DP8657
 DP8657'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8657'THE STATION IS APPROXIMATELY 9.0 MI (14.5 KM) EAST-NORTHEAST OF
 DP8657'CAVOUR, 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF A FENCE AND 1.1 MI (1.8 KM)
 DP8657'NORTH OF ARMSTRONG CREEK.
 DP8657'
 DP8657'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP8657'HIGHWAY 101 IN THE COMMUNITY OF ARMSTRONG CREEK, GO NORTH ON STATE
 DP8657'HIGHWAY 101 FOR 0.5 MI (0.8 KM) TO WITKOWSKI LANE ON THE LEFT AND
 DP8657'KOZLOWSKI ROAD ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 101 FOR
 DP8657'0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DP8657'
 DP8657'THE STATION IS 22.0 M (72.2 FT) EAST OF THE CENTERLINE OF STATE
 DP8657'HIGHWAY 101, 245 M (803.8 FT) SOUTH OF GUDOWICZ LANE, 13.1 M (43.0 FT)
 DP8657'SOUTHWEST OF A STEEL RIGHT-OF-WAY POST AND LOCATED IN THE CENTER OF A
 DP8657'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8657'
 DP8657'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8657'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8657'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8657'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8657'1 M (3.3 FT) HIGHER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8658 ***********************************************************************
 DP8658  DESIGNATION -  7X12
 DP8658  PID         -  DP8658
 DP8658  STATE/COUNTY-  WI/FOREST
 DP8658  COUNTRY     -  US
 DP8658  USGS QUAD   -  ARMSTRONG CREEK (2018)
 DP8658
 DP8658                         *CURRENT SURVEY CONTROL
 DP8658  ______________________________________________________________________
 DP8658* NAD 83(1986) POSITION- 45 41 43.38   (N) 088 25 49.32   (W)   HD_HELD1
 DP8658* NAVD 88 ORTHO HEIGHT -   451.542 (meters)     1481.43  (feet) ADJUSTED
 DP8658  ______________________________________________________________________
 DP8658  GEOID HEIGHT    -        -34.212 (meters)                     GEOID18
 DP8658  DYNAMIC HEIGHT  -        451.505 (meters)     1481.31  (feet) COMP
 DP8658  MODELED GRAVITY -    980,520.2   (mgal)                       NAVD 88
 DP8658
 DP8658  VERT ORDER      -  SECOND    CLASS I
 DP8658
 DP8658.The horizontal coordinates were determined by differentially corrected
 DP8658.hand held GPS observations or other comparable positioning techniques
 DP8658.and have an estimated accuracy of +/- 3 meters.
 DP8658
 DP8658.The orthometric height was determined by differential leveling and
 DP8658.adjusted by the NATIONAL GEODETIC SURVEY
 DP8658.in February 2017.
 DP8658
 DP8658.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8658.GEOID18 height accuracy estimate available here.
 DP8658
 DP8658.Click photographs - Photos may exist for this station.
 DP8658
 DP8658.The dynamic height is computed by dividing the NAVD 88
 DP8658.geopotential number by the normal gravity value computed on the
 DP8658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8658.degrees latitude (g = 980.6199 gals.).
 DP8658
 DP8658.The modeled gravity was interpolated from observed gravity values.
 DP8658
 DP8658;                    North         East    Units  Estimated Accuracy
 DP8658;SPC WI N     -    59,971.4     722,244.0     MT  (+/- 3 meters HH1 GPS) 
 DP8658
 DP8658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8863761198(NAD 83)
 DP8658
 DP8658                          SUPERSEDED SURVEY CONTROL
 DP8658
 DP8658.No superseded survey control is available for this station.
 DP8658
 DP8658_MARKER: DD = SURVEY DISK
 DP8658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8658_STAMPING: 7X12 2012
 DP8658_MARK LOGO: WIDT
 DP8658_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8658+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 DP8658
 DP8658  HISTORY     - Date     Condition        Report By
 DP8658  HISTORY     - 2012     MONUMENTED       WIDT
 DP8658  HISTORY     - 20140917 GOOD             WIDT
 DP8658
 DP8658                          STATION DESCRIPTION
 DP8658
 DP8658'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8658'THE STATION IS APPROXIMATELY 13.5 MI (21.7 KM) EAST-SOUTHEAST OF
 DP8658'NEWALD, 3.3 MI (5.3 KM) SOUTH OF A FENCE AND 2.7 MI (4.3 KM)
 DP8658'NORTH-NORTHEAST OF ARMSTRONG CREEK.
 DP8658'
 DP8658'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP8658'HIGHWAY 101 IN THE COMMUNITY OF ARMSTRONG CREEK, GO NORTH ON STATE
 DP8658'HIGHWAY 101 FOR 2.8 MI (4.5 KM) TO CHRISTNOVICH ROAD.  CONTINUE NORTH
 DP8658'ON STATE HIGHWAY 101 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DP8658'
 DP8658'THE STATION IS 11.4 M (37.4 FT) EAST OF THE CENTERLINE STATE HIGHWAY
 DP8658'101, 160 M (524.9 FT) NORTH OF CHRISTNOVICH ROAD, 69.9 M (229.3 FT)
 DP8658'SOUTHEAST OF A POWER POLE -3716 12R-, 46.2 M (151.6 FT) NORTH OF A
 DP8658'POWER POLE WITH A GUY WIRE AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8658'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8658'
 DP8658'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8658'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8658'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8658'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8658'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8659 ***********************************************************************
 DP8659  DESIGNATION -  7X13
 DP8659  PID         -  DP8659
 DP8659  STATE/COUNTY-  WI/FLORENCE
 DP8659  COUNTRY     -  US
 DP8659  USGS QUAD   -  ARMSTRONG CREEK (2018)
 DP8659
 DP8659                         *CURRENT SURVEY CONTROL
 DP8659  ______________________________________________________________________
 DP8659* NAD 83(1986) POSITION- 45 43 29.2    (N) 088 25 38.5    (W)   HD_HELD2
 DP8659* NAVD 88 ORTHO HEIGHT -   453.788 (meters)     1488.80  (feet) ADJUSTED
 DP8659  ______________________________________________________________________
 DP8659  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 DP8659  DYNAMIC HEIGHT  -        453.753 (meters)     1488.69  (feet) COMP
 DP8659  MODELED GRAVITY -    980,525.4   (mgal)                       NAVD 88
 DP8659
 DP8659  VERT ORDER      -  SECOND    CLASS I
 DP8659
 DP8659.The horizontal coordinates were established by autonomous hand held GPS
 DP8659.observations and have an estimated accuracy of +/- 10 meters.
 DP8659
 DP8659.The orthometric height was determined by differential leveling and
 DP8659.adjusted by the NATIONAL GEODETIC SURVEY
 DP8659.in February 2017.
 DP8659
 DP8659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8659.GEOID18 height accuracy estimate available here.
 DP8659
 DP8659.Click photographs - Photos may exist for this station.
 DP8659
 DP8659.The dynamic height is computed by dividing the NAVD 88
 DP8659.geopotential number by the normal gravity value computed on the
 DP8659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8659.degrees latitude (g = 980.6199 gals.).
 DP8659
 DP8659.The modeled gravity was interpolated from observed gravity values.
 DP8659
 DP8659;                    North         East    Units  Estimated Accuracy
 DP8659;SPC WI N     -    63,242.      722,413.      MT  (+/- 10 meters HH2 GPS)
 DP8659
 DP8659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8892964459(NAD 83)
 DP8659
 DP8659                          SUPERSEDED SURVEY CONTROL
 DP8659
 DP8659.No superseded survey control is available for this station.
 DP8659
 DP8659_MARKER: DD = SURVEY DISK
 DP8659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8659_STAMPING: 7X13 2012
 DP8659_MARK LOGO: WIDT
 DP8659_PROJECTION: PROJECTING 8 CENTIMETERS
 DP8659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8659+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2014
 DP8659
 DP8659  HISTORY     - Date     Condition        Report By
 DP8659  HISTORY     - 2012     MONUMENTED       WIDT
 DP8659  HISTORY     - 20140918 GOOD             WIDT
 DP8659
 DP8659                          STATION DESCRIPTION
 DP8659
 DP8659'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8659'THE STATION IS APPROXIMATELY 13.0 MI (20.9 KM) EAST OF NEWALD, 4.7 MI
 DP8659'(7.6 KM) NORTH-NORTHEAST OF ARMSTRONG CREEK AND 1.3 MI (2.1 KM) SOUTH
 DP8659'OF A FENCE.
 DP8659'
 DP8659'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 101 WITH
 DP8659'COUNTY HIGHWAY C JUST EAST OF THE COMMUNITY OF A FENCE, GO SOUTH ON
 DP8659'STATE HIGHWAY 101 FOR 1.3 MI (2.1 KM) TO HILBERT DRIVE ON THE LEFT AND
 DP8659'MEMORY LANE ON THE RIGHT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 101 FOR
 DP8659'0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DP8659'
 DP8659'THE STATION IS 16.8 M (55.1 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DP8659'HIGHWAY 101, 58 M (190.3 FT) NORTHEAST OF THE CENTER OF FOREST LAKE
 DP8659'ROAD, 37.8 M (124.0 FT) NORTH-NORTHEAST OF A UTILITY JUNCTION BOX
 DP8659'-368151- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8659'PLASTIC WITNESS POSTS.
 DP8659'
 DP8659'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8659'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8659'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8659'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8659'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8661 ***********************************************************************
 DP8661  DESIGNATION -  7X14
 DP8661  PID         -  DP8661
 DP8661  STATE/COUNTY-  WI/FLORENCE
 DP8661  COUNTRY     -  US
 DP8661  USGS QUAD   -  FLORENCE SW (2018)
 DP8661
 DP8661                         *CURRENT SURVEY CONTROL
 DP8661  ______________________________________________________________________
 DP8661* NAD 83(1986) POSITION- 45 46 09.0    (N) 088 24 25.4    (W)   HD_HELD2
 DP8661* NAVD 88 ORTHO HEIGHT -   458.744 (meters)     1505.06  (feet) ADJUSTED
 DP8661  ______________________________________________________________________
 DP8661  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 DP8661  DYNAMIC HEIGHT  -        458.717 (meters)     1504.97  (feet) COMP
 DP8661  MODELED GRAVITY -    980,541.4   (mgal)                       NAVD 88
 DP8661
 DP8661  VERT ORDER      -  SECOND    CLASS I
 DP8661
 DP8661.The horizontal coordinates were established by autonomous hand held GPS
 DP8661.observations and have an estimated accuracy of +/- 10 meters.
 DP8661
 DP8661.The orthometric height was determined by differential leveling and
 DP8661.adjusted by the NATIONAL GEODETIC SURVEY
 DP8661.in February 2017.
 DP8661
 DP8661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8661.GEOID18 height accuracy estimate available here.
 DP8661
 DP8661.Click photographs - Photos may exist for this station.
 DP8661
 DP8661.The dynamic height is computed by dividing the NAVD 88
 DP8661.geopotential number by the normal gravity value computed on the
 DP8661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8661.degrees latitude (g = 980.6199 gals.).
 DP8661
 DP8661.The modeled gravity was interpolated from observed gravity values.
 DP8661
 DP8661;                    North         East    Units  Estimated Accuracy
 DP8661;SPC WI N     -    68,206.      723,895.      MT  (+/- 10 meters HH2 GPS)
 DP8661
 DP8661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9059669363(NAD 83)
 DP8661
 DP8661                          SUPERSEDED SURVEY CONTROL
 DP8661
 DP8661.No superseded survey control is available for this station.
 DP8661
 DP8661_MARKER: DD = SURVEY DISK
 DP8661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8661_STAMPING: 7X14 2012
 DP8661_MARK LOGO: WIDT
 DP8661_PROJECTION: FLUSH
 DP8661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8661+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2014
 DP8661
 DP8661  HISTORY     - Date     Condition        Report By
 DP8661  HISTORY     - 2012     MONUMENTED       WIDT
 DP8661  HISTORY     - 20140918 GOOD             WIDT
 DP8661
 DP8661                          STATION DESCRIPTION
 DP8661
 DP8661'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8661'THE STATION IS APPROXIMATELY 13.7 MI (22.0 KM) EAST-SOUTHEAST OF LONG
 DP8661'LAKE, 12.8 MI (20.6 KM) SOUTHWEST OF FLORENCE AND 1.9 MI (3.1 KM)
 DP8661'NORTHEAST OF A FENCE.
 DP8661'
 DP8661'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 101 WITH
 DP8661'COUNTY HIGHWAY C JUST EAST OF THE COMMUNITY OF A FENCE, GO NORTH ON
 DP8661'STATE HIGHWAY 101 FOR 1.55 MI (2.5 KM) TO MAPLE DRIVE ON THE LEFT AND
 DP8661'LUNDS ROAD ON THE RIGHT.  CONTINUE NORTHEAST ON STATE HIGHWAY 101 FOR
 DP8661'0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DP8661'
 DP8661'THE STATION IS 10 M (32.8 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DP8661'HIGHWAY 101, 60.2 M (197.5 FT) NORTHEAST OF A POWER POLE -3817 18R13-,
 DP8661'48.0 M (157.5 FT) SOUTHWEST OF A POWER POLE -3817 18R14-, 41 M (134.5
 DP8661'FT) SOUTHWEST OF THE EXTENDED CENTER OF A WOODS ENTRANCE TO THE
 DP8661'NORTHWEST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8661'WHITE PLASTIC WITNESS POSTS.
 DP8661'
 DP8661'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8661'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES DIRECTLY OVERHEAD.
 DP8661'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP8661'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP8661'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8662 ***********************************************************************
 DP8662  DESIGNATION -  7X15
 DP8662  PID         -  DP8662
 DP8662  STATE/COUNTY-  WI/FLORENCE
 DP8662  COUNTRY     -  US
 DP8662  USGS QUAD   -  FLORENCE SW (2018)
 DP8662
 DP8662                         *CURRENT SURVEY CONTROL
 DP8662  ______________________________________________________________________
 DP8662* NAD 83(1986) POSITION- 45 47 20.92   (N) 088 24 19.38   (W)   HD_HELD1
 DP8662* NAVD 88 ORTHO HEIGHT -   433.170 (meters)     1421.16  (feet) ADJUSTED
 DP8662  ______________________________________________________________________
 DP8662  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 DP8662  DYNAMIC HEIGHT  -        433.145 (meters)     1421.08  (feet) COMP
 DP8662  MODELED GRAVITY -    980,546.5   (mgal)                       NAVD 88
 DP8662
 DP8662  VERT ORDER      -  SECOND    CLASS I
 DP8662
 DP8662.The horizontal coordinates were determined by differentially corrected
 DP8662.hand held GPS observations or other comparable positioning techniques
 DP8662.and have an estimated accuracy of +/- 3 meters.
 DP8662
 DP8662.The orthometric height was determined by differential leveling and
 DP8662.adjusted by the NATIONAL GEODETIC SURVEY
 DP8662.in February 2017.
 DP8662
 DP8662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8662.GEOID18 height accuracy estimate available here.
 DP8662
 DP8662.Click photographs - Photos may exist for this station.
 DP8662
 DP8662.The dynamic height is computed by dividing the NAVD 88
 DP8662.geopotential number by the normal gravity value computed on the
 DP8662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8662.degrees latitude (g = 980.6199 gals.).
 DP8662
 DP8662.The modeled gravity was interpolated from observed gravity values.
 DP8662
 DP8662;                    North         East    Units  Estimated Accuracy
 DP8662;SPC WI N     -    70,429.0     723,980.2     MT  (+/- 3 meters HH1 GPS) 
 DP8662
 DP8662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9076571580(NAD 83)
 DP8662
 DP8662                          SUPERSEDED SURVEY CONTROL
 DP8662
 DP8662.No superseded survey control is available for this station.
 DP8662
 DP8662_MARKER: DD = SURVEY DISK
 DP8662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8662_STAMPING: 7X15 2012
 DP8662_MARK LOGO: WIDT
 DP8662_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8662+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2014
 DP8662
 DP8662  HISTORY     - Date     Condition        Report By
 DP8662  HISTORY     - 2012     MONUMENTED       WIDT
 DP8662  HISTORY     - 20140918 GOOD             WIDT
 DP8662
 DP8662                          STATION DESCRIPTION
 DP8662
 DP8662'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8662'THE STATION IS APPROXIMATELY 13.0 MI (20.9 KM) SOUTHEAST OF LONG LAKE,
 DP8662'11.9 MI (19.1 KM) SOUTHWEST OF FLORENCE AND 3.3 MI (5.3 KM) NORTHEAST
 DP8662'OF A FENCE.
 DP8662'
 DP8662'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 101 WITH
 DP8662'COUNTY HIGHWAY C JUST EAST OF THE COMMUNITY OF A FENCE, GO NORTH ON
 DP8662'STATE HIGHWAY 101 FOR 1.55 MI (2.5 KM) TO MAPLE DRIVE ON THE LEFT AND
 DP8662'LUNDS ROAD ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 101 FOR 1.7
 DP8662'MI (2.7 KM) TO THE STATION ON THE LEFT.
 DP8662'
 DP8662'THE STATION IS 12.5 M (41.0 FT) WEST OF THE CENTERLINE OF STATE
 DP8662'HIGHWAY 101, 21.8 M (71.5 FT) NORTH-NORTHWEST OF THE NORTH END OF AN
 DP8662'18 INCH DIAMETER STEEL CULVERT PIPE, 19.2 M (63.0 FT) NORTH OF A STEEL
 DP8662'POST WITH A FIRE NUMBER -1813- AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8662'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8662'
 DP8662'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8662'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8662'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8662'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M
 DP8662'(1.6 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8663 ***********************************************************************
 DP8663  DESIGNATION -  7X16
 DP8663  PID         -  DP8663
 DP8663  STATE/COUNTY-  WI/FLORENCE
 DP8663  COUNTRY     -  US
 DP8663  USGS QUAD   -  FLORENCE SW (2018)
 DP8663
 DP8663                         *CURRENT SURVEY CONTROL
 DP8663  ______________________________________________________________________
 DP8663* NAD 83(1986) POSITION- 45 48 12.6    (N) 088 23 36.2    (W)   HD_HELD2
 DP8663* NAVD 88 ORTHO HEIGHT -   408.818 (meters)     1341.26  (feet) ADJUSTED
 DP8663  ______________________________________________________________________
 DP8663  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 DP8663  DYNAMIC HEIGHT  -        408.796 (meters)     1341.19  (feet) COMP
 DP8663  MODELED GRAVITY -    980,549.3   (mgal)                       NAVD 88
 DP8663
 DP8663  VERT ORDER      -  SECOND    CLASS I
 DP8663
 DP8663.The horizontal coordinates were established by autonomous hand held GPS
 DP8663.observations and have an estimated accuracy of +/- 10 meters.
 DP8663
 DP8663.The orthometric height was determined by differential leveling and
 DP8663.adjusted by the NATIONAL GEODETIC SURVEY
 DP8663.in February 2017.
 DP8663
 DP8663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8663.GEOID18 height accuracy estimate available here.
 DP8663
 DP8663.Click photographs - Photos may exist for this station.
 DP8663
 DP8663.The dynamic height is computed by dividing the NAVD 88
 DP8663.geopotential number by the normal gravity value computed on the
 DP8663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8663.degrees latitude (g = 980.6199 gals.).
 DP8663
 DP8663.The modeled gravity was interpolated from observed gravity values.
 DP8663
 DP8663;                    North         East    Units  Estimated Accuracy
 DP8663;SPC WI N     -    72,043.      724,880.      MT  (+/- 10 meters HH2 GPS)
 DP8663
 DP8663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9172573159(NAD 83)
 DP8663
 DP8663                          SUPERSEDED SURVEY CONTROL
 DP8663
 DP8663.No superseded survey control is available for this station.
 DP8663
 DP8663_MARKER: DD = SURVEY DISK
 DP8663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8663_STAMPING: 7X16 2012
 DP8663_MARK LOGO: WIDT
 DP8663_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8663+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2014
 DP8663
 DP8663  HISTORY     - Date     Condition        Report By
 DP8663  HISTORY     - 2012     MONUMENTED       WIDT
 DP8663  HISTORY     - 20140919 GOOD             WIDT
 DP8663
 DP8663                          STATION DESCRIPTION
 DP8663
 DP8663'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8663'THE STATION IS APPROXIMATELY 13.6 MI (21.9 KM) EAST-SOUTHEAST OF LONG
 DP8663'LAKE, 10.6 MI (17.1 KM) SOUTHWEST OF FLORENCE AND 4.4 MI (7.1 KM)
 DP8663'NORTH-NORTHEAST OF FLORENCE.
 DP8663'
 DP8663'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP8663'HIGHWAY 101 ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF THE COMMUNITY OF
 DP8663'FLORENCE, GO SOUTH ON STATE HIGHWAY 101 FOR APPROXIMATELY 9.4 MI (15.1
 DP8663'KM) TO WALNUT ROAD.  CONTINUE SOUTH ON STATE HIGHWAY 101 FOR 1.1 MI
 DP8663'(1.8 KM) TO THE STATION ON THE LEFT.
 DP8663'
 DP8663'THE STATION IS 12.0 M (39.4 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DP8663'HIGHWAY 101, 30.5 M (100.1 FT) NORTHEAST OF THE EXTENDED CENTER OF A
 DP8663'DRIVEWAY -2223-, 29.5 M (96.8 FT) EAST OF A POWER POLE -3817 5E4-, 28
 DP8663'M (91.9 FT) NORTHEAST OF THE CENTER OF A GRAVEL FIELD ENTRANCE AND
 DP8663'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8663'WITNESS POSTS.
 DP8663'
 DP8663'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8663'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8663'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8663'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8663'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8665 ***********************************************************************
 DP8665  DESIGNATION -  7X17
 DP8665  PID         -  DP8665
 DP8665  STATE/COUNTY-  WI/FLORENCE
 DP8665  COUNTRY     -  US
 DP8665  USGS QUAD   -  FLORENCE SW (2018)
 DP8665
 DP8665                         *CURRENT SURVEY CONTROL
 DP8665  ______________________________________________________________________
 DP8665* NAD 83(1986) POSITION- 45 50 16.5    (N) 088 23 11.3    (W)   HD_HELD2
 DP8665* NAVD 88 ORTHO HEIGHT -   410.108 (meters)     1345.50  (feet) ADJUSTED
 DP8665  ______________________________________________________________________
 DP8665  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 DP8665  DYNAMIC HEIGHT  -        410.090 (meters)     1345.44  (feet) COMP
 DP8665  MODELED GRAVITY -    980,561.0   (mgal)                       NAVD 88
 DP8665
 DP8665  VERT ORDER      -  SECOND    CLASS I
 DP8665
 DP8665.The horizontal coordinates were established by autonomous hand held GPS
 DP8665.observations and have an estimated accuracy of +/- 10 meters.
 DP8665
 DP8665.The orthometric height was determined by differential leveling and
 DP8665.adjusted by the NATIONAL GEODETIC SURVEY
 DP8665.in February 2017.
 DP8665
 DP8665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8665.GEOID18 height accuracy estimate available here.
 DP8665
 DP8665.Click photographs - Photos may exist for this station.
 DP8665
 DP8665.The dynamic height is computed by dividing the NAVD 88
 DP8665.geopotential number by the normal gravity value computed on the
 DP8665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8665.degrees latitude (g = 980.6199 gals.).
 DP8665
 DP8665.The modeled gravity was interpolated from observed gravity values.
 DP8665
 DP8665;                    North         East    Units  Estimated Accuracy
 DP8665;SPC WI N     -    75,878.      725,340.      MT  (+/- 10 meters HH2 GPS)
 DP8665
 DP8665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9232976973(NAD 83)
 DP8665
 DP8665                          SUPERSEDED SURVEY CONTROL
 DP8665
 DP8665.No superseded survey control is available for this station.
 DP8665
 DP8665_MARKER: DD = SURVEY DISK
 DP8665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8665_STAMPING: 7X17 2012
 DP8665_MARK LOGO: WIDT
 DP8665_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8665+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2014
 DP8665
 DP8665  HISTORY     - Date     Condition        Report By
 DP8665  HISTORY     - 2012     MONUMENTED       WIDT
 DP8665  HISTORY     - 20140923 GOOD             WIDT
 DP8665
 DP8665                          STATION DESCRIPTION
 DP8665
 DP8665'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8665'THE STATION IS APPROXIMATELY 13.1 MI (21.1 KM) SOUTHEAST OF TIPLER,
 DP8665'8.7 MI (14.0 KM) SOUTHWEST OF FLORENCE AND 6.7 MI (10.8 KM) NORTH OF A
 DP8665'FENCE.
 DP8665'
 DP8665'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP8665'HIGHWAY 101 ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF THE COMMUNITY OF
 DP8665'FLORENCE, GO SOUTH ON STATE HIGHWAY 101 FOR 7.2 MI (11.6 KM) TO PATTEN
 DP8665'LAKE ROAD ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 101 FOR 0.55
 DP8665'MI (0.9 KM) TO TOWN HALL ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DP8665'THE STATION IS 9.5 M (31.2 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 DP8665'STATE HIGHWAY 101, 5.7 M (18.7 FT) WEST OF THE CENTERLINE OF TOWN HALL
 DP8665'ROAD, 35.8 M (117.5 FT) SOUTH-SOUTHWEST OF A -TOWN HALL ROAD- WOOD
 DP8665'SIGN, 15.5 M (50.9 FT) NORTH OF A -SNOWMOBILE/ATV ROUTE- STEEL SIGN
 DP8665'POST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8665'PLASTIC WITNESS POSTS.
 DP8665'
 DP8665'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 20
 DP8665'DEGREES ABOVE THE HORIZON AND TREES TO THE EAST AND TO THE WEST
 DP8665'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8665'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8665'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8665'1.4 M (4.6 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8666 ***********************************************************************
 DP8666  DESIGNATION -  7X18
 DP8666  PID         -  DP8666
 DP8666  STATE/COUNTY-  WI/FLORENCE
 DP8666  COUNTRY     -  US
 DP8666  USGS QUAD   -  FLORENCE SE (2018)
 DP8666
 DP8666                         *CURRENT SURVEY CONTROL
 DP8666  ______________________________________________________________________
 DP8666* NAD 83(1986) POSITION- 45 51 12.30   (N) 088 22 05.69   (W)   HD_HELD1
 DP8666* NAVD 88 ORTHO HEIGHT -   434.333 (meters)     1424.97  (feet) ADJUSTED
 DP8666  ______________________________________________________________________
 DP8666  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 DP8666  DYNAMIC HEIGHT  -        434.318 (meters)     1424.93  (feet) COMP
 DP8666  MODELED GRAVITY -    980,567.6   (mgal)                       NAVD 88
 DP8666
 DP8666  VERT ORDER      -  SECOND    CLASS I
 DP8666
 DP8666.The horizontal coordinates were determined by differentially corrected
 DP8666.hand held GPS observations or other comparable positioning techniques
 DP8666.and have an estimated accuracy of +/- 3 meters.
 DP8666
 DP8666.The orthometric height was determined by differential leveling and
 DP8666.adjusted by the NATIONAL GEODETIC SURVEY
 DP8666.in February 2017.
 DP8666
 DP8666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8666.GEOID18 height accuracy estimate available here.
 DP8666
 DP8666.Click photographs - Photos may exist for this station.
 DP8666
 DP8666.The dynamic height is computed by dividing the NAVD 88
 DP8666.geopotential number by the normal gravity value computed on the
 DP8666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8666.degrees latitude (g = 980.6199 gals.).
 DP8666
 DP8666.The modeled gravity was interpolated from observed gravity values.
 DP8666
 DP8666;                    North         East    Units  Estimated Accuracy
 DP8666;SPC WI N     -    77,629.6     726,720.4     MT  (+/- 3 meters HH1 GPS) 
 DP8666
 DP8666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9377478671(NAD 83)
 DP8666
 DP8666                          SUPERSEDED SURVEY CONTROL
 DP8666
 DP8666.No superseded survey control is available for this station.
 DP8666
 DP8666_MARKER: DD = SURVEY DISK
 DP8666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8666_STAMPING: 7X18 2012
 DP8666_MARK LOGO: WIDT
 DP8666_PROJECTION: PROJECTING 6 CENTIMETERS
 DP8666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8666+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2014
 DP8666
 DP8666  HISTORY     - Date     Condition        Report By
 DP8666  HISTORY     - 2012     MONUMENTED       WIDT
 DP8666  HISTORY     - 20140923 GOOD             WIDT
 DP8666
 DP8666                          STATION DESCRIPTION
 DP8666
 DP8666'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8666'THE STATION IS APPROXIMATELY 13.5 MI (21.7 KM) SOUTHEAST OF TIPLER,
 DP8666'8.1 MI (13.0 KM) NORTHEAST OF A FENCE AND 7.3 MI (11.7 KM) SOUTHWEST
 DP8666'OF FLORENCE.
 DP8666'
 DP8666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP8666'HIGHWAY 101 ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF THE COMMUNITY OF
 DP8666'FLORENCE, GO SOUTH ON STATE HIGHWAY 101 FOR 7.2 MI (11.6 KM) TO PATTEN
 DP8666'LAKE ROAD ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 101 FOR 4.1
 DP8666'MI (6.6 KM) TO JACK PINE DRIVE ON THE LEFT.  CONTINUE WEST ON STATE
 DP8666'HIGHWAY 101 FOR 1.75 MI (2.8 KM) TO MULBERRY LANE ON THE LEFT.
 DP8666'CONTINUE WEST ON STATE HIGHWAY 101 FOR 0.15 MI (0.2 KM) TO THE STATION
 DP8666'ON THE RIGHT.
 DP8666'
 DP8666'THE STATION IS 11.9 M (39.0 FT) NORTH OF THE CENTERLINE OF STATE
 DP8666'HIGHWAY 101, 250 M (820.2 FT) WEST OF MULBERRY LANE, 33.5 M (109.9 FT)
 DP8666'EAST-SOUTHEAST OF A POWER POLE -3917 16R4-, 25.9 M (85.0 FT)
 DP8666'NORTH-NORTHEAST OF A STEEL TELEPHONE MARKER SIGN AND LOCATED BETWEEN
 DP8666'TWO WHITE PLASTIC WITNESS POSTS.
 DP8666'
 DP8666'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 40
 DP8666'DEGREES ABOVE THE HORIZON AND TREES TO THE NORTH EXTENDING TO 60
 DP8666'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8666'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8666'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8666'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8667 ***********************************************************************
 DP8667  DESIGNATION -  7X19
 DP8667  PID         -  DP8667
 DP8667  STATE/COUNTY-  WI/FLORENCE
 DP8667  COUNTRY     -  US
 DP8667  USGS QUAD   -  FLORENCE SE (2018)
 DP8667
 DP8667                         *CURRENT SURVEY CONTROL
 DP8667  ______________________________________________________________________
 DP8667* NAD 83(1986) POSITION- 45 51 12.0    (N) 088 20 20.9    (W)   HD_HELD2
 DP8667* NAVD 88 ORTHO HEIGHT -   401.114 (meters)     1315.99  (feet) ADJUSTED
 DP8667  ______________________________________________________________________
 DP8667  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 DP8667  DYNAMIC HEIGHT  -        401.103 (meters)     1315.95  (feet) COMP
 DP8667  MODELED GRAVITY -    980,574.1   (mgal)                       NAVD 88
 DP8667
 DP8667  VERT ORDER      -  SECOND    CLASS I
 DP8667
 DP8667.The horizontal coordinates were established by autonomous hand held GPS
 DP8667.observations and have an estimated accuracy of +/- 10 meters.
 DP8667
 DP8667.The orthometric height was determined by differential leveling and
 DP8667.adjusted by the NATIONAL GEODETIC SURVEY
 DP8667.in February 2017.
 DP8667
 DP8667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8667.GEOID18 height accuracy estimate available here.
 DP8667
 DP8667.Click photographs - Photos may exist for this station.
 DP8667
 DP8667.The dynamic height is computed by dividing the NAVD 88
 DP8667.geopotential number by the normal gravity value computed on the
 DP8667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8667.degrees latitude (g = 980.6199 gals.).
 DP8667
 DP8667.The modeled gravity was interpolated from observed gravity values.
 DP8667
 DP8667;                    North         East    Units  Estimated Accuracy
 DP8667;SPC WI N     -    77,667.      728,981.      MT  (+/- 10 meters HH2 GPS)
 DP8667
 DP8667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9603478623(NAD 83)
 DP8667
 DP8667                          SUPERSEDED SURVEY CONTROL
 DP8667
 DP8667.No superseded survey control is available for this station.
 DP8667
 DP8667_MARKER: DD = SURVEY DISK
 DP8667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8667_STAMPING: 7X19 2012
 DP8667_MARK LOGO: WIDT
 DP8667_PROJECTION: PROJECTING 13 CENTIMETERS
 DP8667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8667+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2014
 DP8667
 DP8667  HISTORY     - Date     Condition        Report By
 DP8667  HISTORY     - 2012     MONUMENTED       WIDT
 DP8667  HISTORY     - 20140923 GOOD             WIDT
 DP8667
 DP8667                          STATION DESCRIPTION
 DP8667
 DP8667'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8667'THE STATION IS APPROXIMATELY 14.8 MI (23.8 KM) SOUTHEAST OF TIPLER,
 DP8667'8.6 MI (13.8 KM) NORTHEAST OF A FENCE AND 6.3 MI (10.1 KM) SOUTHWEST
 DP8667'OF FLORENCE.
 DP8667'
 DP8667'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP8667'HIGHWAY 101 ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF THE COMMUNITY OF
 DP8667'FLORENCE, GO SOUTH ON STATE HIGHWAY 101 FOR 7.2 MI (11.6 KM) TO PATTEN
 DP8667'LAKE ROAD ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 101 FOR 4.1
 DP8667'MI (6.6 KM) TO JACK PINE DRIVE ON THE LEFT.  CONTINUE WEST ON STATE
 DP8667'HIGHWAY 101 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DP8667'
 DP8667'THE STATION IS 11.5 M (37.7 FT) SOUTH OF THE CENTERLINE OF STATE
 DP8667'HIGHWAY 101, 9.2 M (30.2 FT) WEST OF THE CENTER OF A GRAVEL WOODS
 DP8667'ENTRANCE, 4.6 M (15.1 FT) SOUTHWEST OF THE WEST END OF AN 18 INCH
 DP8667'DIAMETER STEEL CULVERT PIPE AND LOCATED IN THE CENTER OF A TRIANGLE
 DP8667'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8667'
 DP8667'NOTE-THIS STATION IS OBSTRUCTED BY CLOSE PINE TREES TO THE SOUTHWEST
 DP8667'EXTENDING TO 75 DEGREES ABOVE THE HORIZON, TREES TO THE SOUTHEAST
 DP8667'EXTENDING TO 50 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH
 DP8667'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8667'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8667'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8667'LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8668 ***********************************************************************
 DP8668  DESIGNATION -  7X20
 DP8668  PID         -  DP8668
 DP8668  STATE/COUNTY-  WI/FLORENCE
 DP8668  COUNTRY     -  US
 DP8668  USGS QUAD   -  FLORENCE SE (2018)
 DP8668
 DP8668                         *CURRENT SURVEY CONTROL
 DP8668  ______________________________________________________________________
 DP8668* NAD 83(1986) POSITION- 45 51 57.51   (N) 088 18 49.04   (W)   HD_HELD1
 DP8668* NAVD 88 ORTHO HEIGHT -   415.842 (meters)     1364.31  (feet) ADJUSTED
 DP8668  ______________________________________________________________________
 DP8668  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 DP8668  DYNAMIC HEIGHT  -        415.831 (meters)     1364.27  (feet) COMP
 DP8668  MODELED GRAVITY -    980,577.0   (mgal)                       NAVD 88
 DP8668
 DP8668  VERT ORDER      -  SECOND    CLASS I
 DP8668
 DP8668.The horizontal coordinates were determined by differentially corrected
 DP8668.hand held GPS observations or other comparable positioning techniques
 DP8668.and have an estimated accuracy of +/- 3 meters.
 DP8668
 DP8668.The orthometric height was determined by differential leveling and
 DP8668.adjusted by the NATIONAL GEODETIC SURVEY
 DP8668.in February 2017.
 DP8668
 DP8668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8668.GEOID18 height accuracy estimate available here.
 DP8668
 DP8668.Click photographs - Photos may exist for this station.
 DP8668
 DP8668.The dynamic height is computed by dividing the NAVD 88
 DP8668.geopotential number by the normal gravity value computed on the
 DP8668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8668.degrees latitude (g = 980.6199 gals.).
 DP8668
 DP8668.The modeled gravity was interpolated from observed gravity values.
 DP8668
 DP8668;                    North         East    Units  Estimated Accuracy
 DP8668;SPC WI N     -    79,113.7     730,932.2     MT  (+/- 3 meters HH1 GPS) 
 DP8668
 DP8668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9803879995(NAD 83)
 DP8668
 DP8668                          SUPERSEDED SURVEY CONTROL
 DP8668
 DP8668.No superseded survey control is available for this station.
 DP8668
 DP8668_MARKER: DD = SURVEY DISK
 DP8668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8668_STAMPING: 7X20 2012
 DP8668_MARK LOGO: WIDT
 DP8668_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8668_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8668+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2014
 DP8668
 DP8668  HISTORY     - Date     Condition        Report By
 DP8668  HISTORY     - 2012     MONUMENTED       WIDT
 DP8668  HISTORY     - 20140923 GOOD             WIDT
 DP8668
 DP8668                          STATION DESCRIPTION
 DP8668
 DP8668'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8668'THE STATION IS APPROXIMATELY 15.7 MI (25.3 KM) SOUTHEAST OF TIPLER,
 DP8668'10.0 MI (16.1 KM) NORTHEAST OF A FENCE AND 4.9 MI (7.9 KM) SOUTHWEST
 DP8668'OF FLORENCE.
 DP8668'
 DP8668'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP8668'HIGHWAY 101 ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF THE COMMUNITY OF
 DP8668'FLORENCE, GO SOUTH ON STATE HIGHWAY 101 FOR 3.0 MI (4.8 KM) TO SOUTH
 DP8668'SHORE DRIVE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8668'
 DP8668'THE STATION IS 11.5 M (37.7 FT) WEST OF THE CENTERLINE OF STATE
 DP8668'HIGHWAY 101, 29.7 M (97.4 FT) NORTH OF THE CENTERLINE OF SOUTH SHORE
 DP8668'DRIVE, 27.1 M (88.9 FT) NORTHEAST OF A POWER POLE, 15.3 M (50.2 FT)
 DP8668'NORTHEAST OF THE NORTH GATE POST FOR A GRAVEL PIT ENTRANCE -4107- AND
 DP8668'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY WHITE PLASTIC WITNESS
 DP8668'POSTS.
 DP8668'
 DP8668'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8668'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST EXTENDING
 DP8668'TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8668'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8668'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT 0.8 M
 DP8668'(2.6 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8669 ***********************************************************************
 DP8669  DESIGNATION -  7X21
 DP8669  PID         -  DP8669
 DP8669  STATE/COUNTY-  WI/FLORENCE
 DP8669  COUNTRY     -  US
 DP8669  USGS QUAD   -  FLORENCE WEST (2018)
 DP8669
 DP8669                         *CURRENT SURVEY CONTROL
 DP8669  ______________________________________________________________________
 DP8669* NAD 83(1986) POSITION- 45 53 01.7    (N) 088 18 24.8    (W)   HD_HELD2
 DP8669* NAVD 88 ORTHO HEIGHT -   394.016 (meters)     1292.70  (feet) ADJUSTED
 DP8669  ______________________________________________________________________
 DP8669  GEOID HEIGHT    -        -33.689 (meters)                     GEOID18
 DP8669  DYNAMIC HEIGHT  -        394.005 (meters)     1292.66  (feet) COMP
 DP8669  MODELED GRAVITY -    980,576.2   (mgal)                       NAVD 88
 DP8669
 DP8669  VERT ORDER      -  SECOND    CLASS I
 DP8669
 DP8669.The horizontal coordinates were established by autonomous hand held GPS
 DP8669.observations and have an estimated accuracy of +/- 10 meters.
 DP8669
 DP8669.The orthometric height was determined by differential leveling and
 DP8669.adjusted by the NATIONAL GEODETIC SURVEY
 DP8669.in February 2017.
 DP8669
 DP8669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8669.GEOID18 height accuracy estimate available here.
 DP8669
 DP8669.Click photographs - Photos may exist for this station.
 DP8669
 DP8669.The dynamic height is computed by dividing the NAVD 88
 DP8669.geopotential number by the normal gravity value computed on the
 DP8669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8669.degrees latitude (g = 980.6199 gals.).
 DP8669
 DP8669.The modeled gravity was interpolated from observed gravity values.
 DP8669
 DP8669;                    North         East    Units  Estimated Accuracy
 DP8669;SPC WI N     -    81,106.      731,413.      MT  (+/- 10 meters HH2 GPS)
 DP8669
 DP8669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9859381967(NAD 83)
 DP8669
 DP8669                          SUPERSEDED SURVEY CONTROL
 DP8669
 DP8669.No superseded survey control is available for this station.
 DP8669
 DP8669_MARKER: DD = SURVEY DISK
 DP8669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8669_STAMPING: 7X21 2012
 DP8669_MARK LOGO: WIDT
 DP8669_PROJECTION: PROJECTING 4 CENTIMETERS
 DP8669_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8669+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2014
 DP8669
 DP8669  HISTORY     - Date     Condition        Report By
 DP8669  HISTORY     - 2012     MONUMENTED       WIDT
 DP8669  HISTORY     - 20140923 GOOD             WIDT
 DP8669
 DP8669                          STATION DESCRIPTION
 DP8669
 DP8669'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8669'THE STATION IS APPROXIMATELY 15.7 MI (25.3 KM) EAST-SOUTHEAST OF
 DP8669'TIPLER, 14.8 MI (23.8 KM) SOUTH OF CRYSTAL FALLS AND 3.7 MI (6.0 KM)
 DP8669'SOUTHWEST OF FLORENCE.
 DP8669'
 DP8669'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP8669'HIGHWAY 101 ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF THE COMMUNITY OF
 DP8669'FLORENCE, GO SOUTH ON STATE HIGHWAY 101 FOR 1.6 MI (2.6 KM) TO LOON
 DP8669'LAKE ROAD ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 101 FOR 0.1
 DP8669'MI (0.2 KM) TO THE STATION ON THE LEFT.
 DP8669'
 DP8669'THE STATION IS 15.0 M (49.2 FT) EAST OF THE CENTERLINE OF STATE
 DP8669'HIGHWAY 101, 7.4 M (24.3 FT) WEST OF THE CENTER OF A RECREATION TRAIL,
 DP8669'4.5 M (14.8 FT) NORTH OF THE NORTH EDGE OF PAVEMENT FOR A DRIVEWAY
 DP8669'-4602-, 3.8 M (12.5 FT) SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY
 DP8669'-4617- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8669'PLASTIC WITNESS POSTS.
 DP8669'
 DP8669'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8669'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST AND TREES TO
 DP8669'THE NORTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.  THE STATION
 DP8669'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DP8669'CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER
 DP8669'CONCRETE POST, APPROXIMATELY 0.8 M (2.6 FT) HIGHER THAN THE HIGHWAY
 DP8669'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8670 ***********************************************************************
 DP8670  DESIGNATION -  7X22
 DP8670  PID         -  DP8670
 DP8670  STATE/COUNTY-  WI/FLORENCE
 DP8670  COUNTRY     -  US
 DP8670  USGS QUAD   -  FLORENCE WEST (2018)
 DP8670
 DP8670                         *CURRENT SURVEY CONTROL
 DP8670  ______________________________________________________________________
 DP8670* NAD 83(1986) POSITION- 45 54 08.44   (N) 088 17 58.79   (W)   HD_HELD1
 DP8670* NAVD 88 ORTHO HEIGHT -   393.356 (meters)     1290.54  (feet) ADJUSTED
 DP8670  ______________________________________________________________________
 DP8670  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 DP8670  DYNAMIC HEIGHT  -        393.345 (meters)     1290.50  (feet) COMP
 DP8670  MODELED GRAVITY -    980,575.5   (mgal)                       NAVD 88
 DP8670
 DP8670  VERT ORDER      -  SECOND    CLASS I
 DP8670
 DP8670.The horizontal coordinates were determined by differentially corrected
 DP8670.hand held GPS observations or other comparable positioning techniques
 DP8670.and have an estimated accuracy of +/- 3 meters.
 DP8670
 DP8670.The orthometric height was determined by differential leveling and
 DP8670.adjusted by the NATIONAL GEODETIC SURVEY
 DP8670.in February 2017.
 DP8670
 DP8670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8670.GEOID18 height accuracy estimate available here.
 DP8670
 DP8670.Click photographs - Photos may exist for this station.
 DP8670
 DP8670.The dynamic height is computed by dividing the NAVD 88
 DP8670.geopotential number by the normal gravity value computed on the
 DP8670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8670.degrees latitude (g = 980.6199 gals.).
 DP8670
 DP8670.The modeled gravity was interpolated from observed gravity values.
 DP8670
 DP8670;                    North         East    Units  Estimated Accuracy
 DP8670;SPC WI N     -    83,178.1     731,929.3     MT  (+/- 3 meters HH1 GPS) 
 DP8670
 DP8670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9918784018(NAD 83)
 DP8670
 DP8670                          SUPERSEDED SURVEY CONTROL
 DP8670
 DP8670.No superseded survey control is available for this station.
 DP8670
 DP8670_MARKER: DD = SURVEY DISK
 DP8670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8670_STAMPING: 7X22 2012
 DP8670_MARK LOGO: WIDT
 DP8670_PROJECTION: FLUSH
 DP8670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8670+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2014
 DP8670
 DP8670  HISTORY     - Date     Condition        Report By
 DP8670  HISTORY     - 2012     MONUMENTED       WIDT
 DP8670  HISTORY     - 20140924 GOOD             WIDT
 DP8670
 DP8670                          STATION DESCRIPTION
 DP8670
 DP8670'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8670'THE STATION IS APPROXIMATELY 15.9 MI (25.6 KM) EAST-SOUTHEAST OF
 DP8670'TIPLER, 13.5 MI (21.7 KM) SOUTH OF CRYSTAL FALLS AND 2.8 MI (4.5 KM)
 DP8670'SOUTHWEST OF FLORENCE.
 DP8670'
 DP8670'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP8670'HIGHWAY 101 ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF THE COMMUNITY OF
 DP8670'FLORENCE, GO SOUTH ON STATE HIGHWAY 101 FOR 0.4 MI (0.6 KM) TO THE
 DP8670'STATION ON THE LEFT.
 DP8670'
 DP8670'THE STATION IS 12.4 M (40.7 FT) EAST OF THE CENTERLINE OF STATE
 DP8670'HIGHWAY 101, 45.4 M (148.9 FT) NORTH-NORTHWEST OF A UTILITY JUNCTION
 DP8670'BOX -7 42 D-, 36.5 M (119.8 FT) NORTH OF THE CENTER OF A GRAVEL DRIVE
 DP8670'EAST, 10.5 M (34.4 FT) NORTH OF THE EXTENDED CENTER OF GRAVEL DRIVE
 DP8670'WEST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8670'PLASTIC WITNESS POSTS.
 DP8670'
 DP8670'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8670'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8670'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8670'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8670'0.3 M (1.0 FT) HIGHER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8673 ***********************************************************************
 DP8673  DESIGNATION -  7X23
 DP8673  PID         -  DP8673
 DP8673  STATE/COUNTY-  WI/FLORENCE
 DP8673  COUNTRY     -  US
 DP8673  USGS QUAD   -  FLORENCE WEST (2018)
 DP8673
 DP8673                         *CURRENT SURVEY CONTROL
 DP8673  ______________________________________________________________________
 DP8673* NAD 83(1986) POSITION- 45 56 23.05   (N) 088 17 06.53   (W)   HD_HELD1
 DP8673* NAVD 88 ORTHO HEIGHT -   405.765 (meters)     1331.25  (feet) ADJUSTED
 DP8673  ______________________________________________________________________
 DP8673  GEOID HEIGHT    -        -33.510 (meters)                     GEOID18
 DP8673  DYNAMIC HEIGHT  -        405.757 (meters)     1331.22  (feet) COMP
 DP8673  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DP8673
 DP8673  VERT ORDER      -  SECOND    CLASS I
 DP8673
 DP8673.The horizontal coordinates were determined by differentially corrected
 DP8673.hand held GPS observations or other comparable positioning techniques
 DP8673.and have an estimated accuracy of +/- 3 meters.
 DP8673
 DP8673.The orthometric height was determined by differential leveling and
 DP8673.adjusted by the NATIONAL GEODETIC SURVEY
 DP8673.in February 2017.
 DP8673
 DP8673.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8673.GEOID18 height accuracy estimate available here.
 DP8673
 DP8673.Click photographs - Photos may exist for this station.
 DP8673
 DP8673.The dynamic height is computed by dividing the NAVD 88
 DP8673.geopotential number by the normal gravity value computed on the
 DP8673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8673.degrees latitude (g = 980.6199 gals.).
 DP8673
 DP8673.The modeled gravity was interpolated from observed gravity values.
 DP8673
 DP8673;                    North         East    Units  Estimated Accuracy
 DP8673;SPC WI N     -    87,357.2     732,965.7     MT  (+/- 3 meters HH1 GPS) 
 DP8673
 DP8673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0038088154(NAD 83)
 DP8673
 DP8673                          SUPERSEDED SURVEY CONTROL
 DP8673
 DP8673.No superseded survey control is available for this station.
 DP8673
 DP8673_MARKER: DD = SURVEY DISK
 DP8673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8673_STAMPING: 7X23 2012
 DP8673_MARK LOGO: WIDT
 DP8673_PROJECTION: PROJECTING 5 CENTIMETERS
 DP8673_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8673+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2014
 DP8673
 DP8673  HISTORY     - Date     Condition        Report By
 DP8673  HISTORY     - 2012     MONUMENTED       WIDT
 DP8673  HISTORY     - 20140925 GOOD             WIDT
 DP8673
 DP8673                          STATION DESCRIPTION
 DP8673
 DP8673'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8673'THE STATION IS APPROXIMATELY 16.8 MI (27.0 KM) EAST-NORTHEAST OF
 DP8673'TIPLER, 11.1 MI (17.9 KM) SOUTH-SOUTHEAST OF CRYSTAL FALLS AND 2.0 MI
 DP8673'(3.2 KM) NORTHWEST OF FLORENCE.
 DP8673'
 DP8673'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 AND US HIGHWAY
 DP8673'141 WITH STATE HIGHWAY 70 AND STATE HIGHWAY 101 IN THE COMMUNITY OF
 DP8673'FLORENCE, GO NORTHWEST ON US HIGHWAY 2 AND US HIGHWAY 141 FOR 1.3 MI
 DP8673'(2.1 KM) TO FIRST CROSSING ROAD ON THE LEFT.  CONTINUE NORTHWEST ON US
 DP8673'HIGHWAY 2 AND US HIGHWAY 141 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE
 DP8673'LEFT.
 DP8673'
 DP8673'THE STATION IS 14.7 M (48.2 FT) SOUTHWEST OF THE CENTERLINE OF US
 DP8673'HIGHWAY 2 AND US HIGHWAY 141, 19.4 M (63.6 FT) NORTHEAST OF A POWER
 DP8673'POLE, 14 M (45.9 FT) NORTHWEST OF THE CENTER OF A GRAVEL DRIVE -4437-,
 DP8673'10.6 M (34.8 FT) NORTHEAST OF THE CENTER OF A GRAVEL ATV TRAIL, 8.0 M
 DP8673'(26.2 FT) NORTHWEST OF THE WEST END OF AN 18 INCH DIAMETER CORRUGATED
 DP8673'PLASTIC CULVERT AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP8673'THREE WHITE PLASTIC WITNESS POSTS.
 DP8673'
 DP8673'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8673'DEGREES ABOVE THE HORIZON EXCEPT FOR A STEEL TRANSMISSION TOWER TO THE
 DP8673'EAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8673'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8673'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8673'POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8843 ***********************************************************************
 DP8843  DESIGNATION -  7Y01
 DP8843  PID         -  DP8843
 DP8843  STATE/COUNTY-  WI/MARINETTE
 DP8843  COUNTRY     -  US
 DP8843  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 DP8843
 DP8843                         *CURRENT SURVEY CONTROL
 DP8843  ______________________________________________________________________
 DP8843* NAD 83(1986) POSITION- 45 29 45.8    (N) 087 59 03.4    (W)   HD_HELD2
 DP8843* NAVD 88 ORTHO HEIGHT -   254.851 (meters)      836.12  (feet) ADJUSTED
 DP8843  ______________________________________________________________________
 DP8843  GEOID HEIGHT    -        -35.613 (meters)                     GEOID18
 DP8843  DYNAMIC HEIGHT  -        254.836 (meters)      836.07  (feet) COMP
 DP8843  MODELED GRAVITY -    980,549.4   (mgal)                       NAVD 88
 DP8843
 DP8843  VERT ORDER      -  SECOND    CLASS I
 DP8843
 DP8843.The horizontal coordinates were established by autonomous hand held GPS
 DP8843.observations and have an estimated accuracy of +/- 10 meters.
 DP8843
 DP8843.The orthometric height was determined by differential leveling and
 DP8843.adjusted by the NATIONAL GEODETIC SURVEY
 DP8843.in February 2017.
 DP8843
 DP8843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8843.GEOID18 height accuracy estimate available here.
 DP8843
 DP8843.Click photographs - Photos may exist for this station.
 DP8843
 DP8843.The dynamic height is computed by dividing the NAVD 88
 DP8843.geopotential number by the normal gravity value computed on the
 DP8843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8843.degrees latitude (g = 980.6199 gals.).
 DP8843
 DP8843.The modeled gravity was interpolated from observed gravity values.
 DP8843
 DP8843;                    North         East    Units  Estimated Accuracy
 DP8843;SPC WI C     -   186,723.      757,540.      MT  (+/- 10 meters HH2 GPS)
 DP8843
 DP8843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2309638529(NAD 83)
 DP8843
 DP8843                          SUPERSEDED SURVEY CONTROL
 DP8843
 DP8843.No superseded survey control is available for this station.
 DP8843
 DP8843_MARKER: DD = SURVEY DISK
 DP8843_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8843_SP_SET: BRIDGE ABUTMENT
 DP8843_STAMPING: 7Y01 2012
 DP8843_MARK LOGO: WIDT
 DP8843_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8843+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2014
 DP8843
 DP8843  HISTORY     - Date     Condition        Report By
 DP8843  HISTORY     - 2012     MONUMENTED       WIDT
 DP8843  HISTORY     - 20141017 GOOD             WIDT
 DP8843
 DP8843                          STATION DESCRIPTION
 DP8843
 DP8843'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8843'THE STATION IS APPROXIMATELY 8.7 MI (14.0 KM) NORTH-NORTHWEST OF
 DP8843'WAUSAUKEE, 7.3 MI (11.7 KM) NORTHEAST OF ATHELSTANE AND 0.5 MI (0.8
 DP8843'KM) SOUTHEAST OF AMBERG.
 DP8843'
 DP8843'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8843'HIGHWAY K JUST SOUTH OF THE COMMUNITY OF AMBERG, GO NORTH ON US
 DP8843'HIGHWAY 141 FOR 0.05 MI (0.1 KM) TO THE BRIDGE OVER THE PIKE RIVER AND
 DP8843'THE STATION ON THE LEFT.
 DP8843'
 DP8843'THE STATION IS 6.9 M (22.6 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DP8843'141, 0.8 M (2.6 FT) NORTH OF THE SOUTH END OF THE ABUTMENT AND 1.5 M
 DP8843'(4.9 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DP8843'
 DP8843'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8843'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE EAST EXTENDING
 DP8843'TO 35 DEGREES AND A TREE LINE TO THE WEST EXTENDING TO 25 DEGREES
 DP8843'ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8843'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL
 DP8843'HOLE IN THE WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE -B-38-83-,
 DP8843'ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8842 ***********************************************************************
 DP8842  DESIGNATION -  7Y02
 DP8842  PID         -  DP8842
 DP8842  STATE/COUNTY-  WI/MARINETTE
 DP8842  COUNTRY     -  US
 DP8842  USGS QUAD   -  AMBERG (2018)
 DP8842
 DP8842                         *CURRENT SURVEY CONTROL
 DP8842  ______________________________________________________________________
 DP8842* NAD 83(1986) POSITION- 45 30 48.12   (N) 087 59 41.41   (W)   HD_HELD1
 DP8842* NAVD 88 ORTHO HEIGHT -   288.979 (meters)      948.09  (feet) ADJUSTED
 DP8842  ______________________________________________________________________
 DP8842  GEOID HEIGHT    -        -35.554 (meters)                     GEOID18
 DP8842  DYNAMIC HEIGHT  -        288.961 (meters)      948.03  (feet) COMP
 DP8842  MODELED GRAVITY -    980,549.0   (mgal)                       NAVD 88
 DP8842
 DP8842  VERT ORDER      -  SECOND    CLASS I
 DP8842
 DP8842.The horizontal coordinates were determined by differentially corrected
 DP8842.hand held GPS observations or other comparable positioning techniques
 DP8842.and have an estimated accuracy of +/- 3 meters.
 DP8842
 DP8842.The orthometric height was determined by differential leveling and
 DP8842.adjusted by the NATIONAL GEODETIC SURVEY
 DP8842.in February 2017.
 DP8842
 DP8842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8842.GEOID18 height accuracy estimate available here.
 DP8842
 DP8842.Click photographs - Photos may exist for this station.
 DP8842
 DP8842.The dynamic height is computed by dividing the NAVD 88
 DP8842.geopotential number by the normal gravity value computed on the
 DP8842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8842.degrees latitude (g = 980.6199 gals.).
 DP8842
 DP8842.The modeled gravity was interpolated from observed gravity values.
 DP8842
 DP8842;                    North         East    Units  Estimated Accuracy
 DP8842;SPC WI C     -   188,625.5     756,667.1     MT  (+/- 3 meters HH1 GPS) 
 DP8842
 DP8842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2229540462(NAD 83)
 DP8842
 DP8842                          SUPERSEDED SURVEY CONTROL
 DP8842
 DP8842.No superseded survey control is available for this station.
 DP8842
 DP8842_MARKER: DD = SURVEY DISK
 DP8842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8842_STAMPING: 7Y02 2012
 DP8842_MARK LOGO: WIDT
 DP8842_PROJECTION: FLUSH
 DP8842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8842+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2014
 DP8842
 DP8842  HISTORY     - Date     Condition        Report By
 DP8842  HISTORY     - 2012     MONUMENTED       WIDT
 DP8842  HISTORY     - 20141017 GOOD             WIDT
 DP8842
 DP8842                          STATION DESCRIPTION
 DP8842
 DP8842'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8842'THE STATION IS APPROXIMATELY 7.9 MI (12.7 KM) NORTHEAST OF ATHELSTANE,
 DP8842'5.3 MI (8.5 KM) SOUTH OF BEECHER AND 0.6 MI (1.0 KM) NORTH OF AMBERG.
 DP8842'
 DP8842'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8842'HIGHWAY K JUST SOUTH OF THE COMMUNITY OF AMBERG, GO NORTH ON US
 DP8842'HIGHWAY 141 FOR 1.4 MI (2.3 KM) TO OLD 141 ROAD ON THE LEFT AND THE
 DP8842'STATION ON THE LEFT.
 DP8842'
 DP8842'THE STATION IS 15.8 M (51.8 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DP8842'141, 36.6 M (120.1 FT) SOUTH OF THE CENTERLINE OF OLD 141 ROAD, 9.2 M
 DP8842'(30.2 FT) NORTH-NORTHEAST OF A PLASTIC RIGHT-OF-WAY POST AND LOCATED
 DP8842'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP8842'POSTS.
 DP8842'
 DP8842'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8842'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE EAST EXTENDING
 DP8842'TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8842'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8842'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8842'WITH THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8841 ***********************************************************************
 DP8841  DESIGNATION -  7Y03
 DP8841  PID         -  DP8841
 DP8841  STATE/COUNTY-  WI/MARINETTE
 DP8841  COUNTRY     -  US
 DP8841  USGS QUAD   -  AMBERG (2018)
 DP8841
 DP8841                         *CURRENT SURVEY CONTROL
 DP8841  ______________________________________________________________________
 DP8841* NAD 83(1986) POSITION- 45 32 00.9    (N) 087 59 48.1    (W)   HD_HELD2
 DP8841* NAVD 88 ORTHO HEIGHT -   293.087 (meters)      961.57  (feet) ADJUSTED
 DP8841  ______________________________________________________________________
 DP8841  GEOID HEIGHT    -        -35.489 (meters)                     GEOID18
 DP8841  DYNAMIC HEIGHT  -        293.070 (meters)      961.51  (feet) COMP
 DP8841  MODELED GRAVITY -    980,550.0   (mgal)                       NAVD 88
 DP8841
 DP8841  VERT ORDER      -  SECOND    CLASS I
 DP8841
 DP8841.The horizontal coordinates were established by autonomous hand held GPS
 DP8841.observations and have an estimated accuracy of +/- 10 meters.
 DP8841
 DP8841.The orthometric height was determined by differential leveling and
 DP8841.adjusted by the NATIONAL GEODETIC SURVEY
 DP8841.in February 2017.
 DP8841
 DP8841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8841.GEOID18 height accuracy estimate available here.
 DP8841
 DP8841.Click photographs - Photos may exist for this station.
 DP8841
 DP8841.The dynamic height is computed by dividing the NAVD 88
 DP8841.geopotential number by the normal gravity value computed on the
 DP8841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8841.degrees latitude (g = 980.6199 gals.).
 DP8841
 DP8841.The modeled gravity was interpolated from observed gravity values.
 DP8841
 DP8841;                    North         East    Units  Estimated Accuracy
 DP8841;SPC WI C     -   190,868.      756,467.      MT  (+/- 10 meters HH2 GPS)
 DP8841
 DP8841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2217742710(NAD 83)
 DP8841
 DP8841                          SUPERSEDED SURVEY CONTROL
 DP8841
 DP8841.No superseded survey control is available for this station.
 DP8841
 DP8841_MARKER: DD = SURVEY DISK
 DP8841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8841_STAMPING: 7Y03 2012
 DP8841_MARK LOGO: WIDT
 DP8841_PROJECTION: FLUSH
 DP8841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8841+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2014
 DP8841
 DP8841  HISTORY     - Date     Condition        Report By
 DP8841  HISTORY     - 2012     MONUMENTED       WIDT
 DP8841  HISTORY     - 20141016 GOOD             WIDT
 DP8841
 DP8841                          STATION DESCRIPTION
 DP8841
 DP8841'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8841'THE STATION IS APPROXIMATELY 9.0 MI (14.5 KM) NORTHEAST OF ATHELSTANE,
 DP8841'3.8 MI (6.1 KM) SOUTH OF BEECHER AND 2.1 MI (3.4 KM) NORTH OF AMBERG.
 DP8841'
 DP8841'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8841'HIGHWAY K JUST SOUTH OF THE COMMUNITY OF AMBERG, GO NORTH ON US
 DP8841'HIGHWAY 141 FOR 2.7 MI (4.3 KM) TO OLD HIGHWAY 38 ON THE LEFT AND
 DP8841'STATE QUARRY LANE ON THE RIGHT.  CONTINUE NORTH ON US HIGHWAY 141 FOR
 DP8841'0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DP8841'
 DP8841'THE STATION IS 15.2 M (49.9 FT) EAST OF THE EDGE OF PAVEMENT OF US
 DP8841'HIGHWAY 141, 130 M (426.5 FT) NORTH OF STATE QUARRY LANE, 32.7 M
 DP8841'(107.3 FT) SOUTHEAST OF A -141 NORTH- SIGN, 11 M (36.1 FT) NORTHWEST
 DP8841'OF A BOULDER AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP8841'WHITE PLASTIC WITNESS POSTS.
 DP8841'
 DP8841'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8841'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8841'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8841'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8841'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8840 ***********************************************************************
 DP8840  DESIGNATION -  7Y04
 DP8840  PID         -  DP8840
 DP8840  STATE/COUNTY-  WI/MARINETTE
 DP8840  COUNTRY     -  US
 DP8840  USGS QUAD   -  AMBERG (2018)
 DP8840
 DP8840                         *CURRENT SURVEY CONTROL
 DP8840  ______________________________________________________________________
 DP8840* NAD 83(1986) POSITION- 45 33 18.2    (N) 087 59 47.9    (W)   HD_HELD2
 DP8840* NAVD 88 ORTHO HEIGHT -   288.525 (meters)      946.60  (feet) ADJUSTED
 DP8840  ______________________________________________________________________
 DP8840  GEOID HEIGHT    -        -35.411 (meters)                     GEOID18
 DP8840  DYNAMIC HEIGHT  -        288.509 (meters)      946.55  (feet) COMP
 DP8840  MODELED GRAVITY -    980,552.7   (mgal)                       NAVD 88
 DP8840
 DP8840  VERT ORDER      -  SECOND    CLASS I
 DP8840
 DP8840.The horizontal coordinates were established by autonomous hand held GPS
 DP8840.observations and have an estimated accuracy of +/- 10 meters.
 DP8840
 DP8840.The orthometric height was determined by differential leveling and
 DP8840.adjusted by the NATIONAL GEODETIC SURVEY
 DP8840.in February 2017.
 DP8840
 DP8840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8840.GEOID18 height accuracy estimate available here.
 DP8840
 DP8840.Click photographs - Photos may exist for this station.
 DP8840
 DP8840.The dynamic height is computed by dividing the NAVD 88
 DP8840.geopotential number by the normal gravity value computed on the
 DP8840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8840.degrees latitude (g = 980.6199 gals.).
 DP8840
 DP8840.The modeled gravity was interpolated from observed gravity values.
 DP8840
 DP8840;                    North         East    Units  Estimated Accuracy
 DP8840;SPC WI C     -   193,254.      756,412.      MT  (+/- 10 meters HH2 GPS)
 DP8840
 DP8840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2221145096(NAD 83)
 DP8840
 DP8840                          SUPERSEDED SURVEY CONTROL
 DP8840
 DP8840.No superseded survey control is available for this station.
 DP8840
 DP8840_MARKER: DD = SURVEY DISK
 DP8840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8840_STAMPING: 7Y04 2012
 DP8840_MARK LOGO: WIDT
 DP8840_PROJECTION: FLUSH
 DP8840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8840+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2014
 DP8840
 DP8840  HISTORY     - Date     Condition        Report By
 DP8840  HISTORY     - 2012     MONUMENTED       WIDT
 DP8840  HISTORY     - 20141016 GOOD             WIDT
 DP8840
 DP8840                          STATION DESCRIPTION
 DP8840
 DP8840'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8840'THE STATION IS APPROXIMATELY 10.3 MI (16.6 KM) NORTHEAST OF
 DP8840'ATHELSTANE, 3.6 MI (5.8 KM) NORTH OF AMBERG AND 2.4 MI (3.9 KM) SOUTH
 DP8840'OF BEECHER.
 DP8840'
 DP8840'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8840'HIGHWAY Z IN THE COMMUNITY OF BEECHER, GO SOUTH ON US HIGHWAY 141 FOR
 DP8840'1.5 MI (2.4 KM) TO BEECHER LAKE ROAD ON THE RIGHT AND TOWER LINE ROAD
 DP8840'ON THE LEFT.  CONTINUE SOUTH ON US HIGHWAY 141 FOR 0.95 MI (1.5 KM) TO
 DP8840'JOSSART ROAD ON THE RIGHT, OLD HIGHWAY 38 ROAD ON THE LEFT AND THE
 DP8840'STATION ON THE LEFT.
 DP8840'
 DP8840'THE STATION IS 20 M (65.6 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DP8840'141, 97.5 M (319.9 FT) NORTH OF THE CENTERLINE OF JOSSART ROAD, 57.7 M
 DP8840'(189.3 FT) NORTH OF A UTILITY JUNCTION BOX -270051-, 53.0 M (173.9 FT)
 DP8840'SOUTH-SOUTHEAST OF A -12 FOOT FALLS PARK- SIGN, 27.0 M (88.6 FT) SOUTH
 DP8840'OF THE WEST SIDE OF A BILLBOARD THAT IS SUPPORTED BY FIVE STEEL POSTS
 DP8840'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8840'WITNESS POSTS.
 DP8840'
 DP8840'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8840'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8840'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8840'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8840'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8244 ***********************************************************************
 DP8244  DESIGNATION -  7Y17
 DP8244  PID         -  DP8244
 DP8244  STATE/COUNTY-  WI/MARINETTE
 DP8244  COUNTRY     -  US
 DP8244  USGS QUAD   -  PEMBINE (2018)
 DP8244
 DP8244                         *CURRENT SURVEY CONTROL
 DP8244  ______________________________________________________________________
 DP8244* NAD 83(1986) POSITION- 45 38 12.8    (N) 087 59 13.5    (W)   HD_HELD2
 DP8244* NAVD 88 ORTHO HEIGHT -   293.709 (meters)      963.61  (feet) ADJUSTED
 DP8244  ______________________________________________________________________
 DP8244  GEOID HEIGHT    -        -35.113 (meters)                     GEOID18
 DP8244  DYNAMIC HEIGHT  -        293.697 (meters)      963.57  (feet) COMP
 DP8244  MODELED GRAVITY -    980,566.1   (mgal)                       NAVD 88
 DP8244
 DP8244  VERT ORDER      -  SECOND    CLASS I
 DP8244
 DP8244.The horizontal coordinates were established by autonomous hand held GPS
 DP8244.observations and have an estimated accuracy of +/- 10 meters.
 DP8244
 DP8244.The orthometric height was determined by differential leveling and
 DP8244.adjusted by the NATIONAL GEODETIC SURVEY
 DP8244.in February 2017.
 DP8244
 DP8244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8244.GEOID18 height accuracy estimate available here.
 DP8244
 DP8244.Click photographs - Photos may exist for this station.
 DP8244
 DP8244.The dynamic height is computed by dividing the NAVD 88
 DP8244.geopotential number by the normal gravity value computed on the
 DP8244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8244.degrees latitude (g = 980.6199 gals.).
 DP8244
 DP8244.The modeled gravity was interpolated from observed gravity values.
 DP8244
 DP8244;                    North         East    Units  Estimated Accuracy
 DP8244;SPC WI C     -   202,365.      756,932.      MT  (+/- 10 meters HH2 GPS)
 DP8244
 DP8244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2306954178(NAD 83)
 DP8244
 DP8244                          SUPERSEDED SURVEY CONTROL
 DP8244
 DP8244.No superseded survey control is available for this station.
 DP8244
 DP8244_MARKER: DD = SURVEY DISK
 DP8244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8244_STAMPING: 7Y17 2012
 DP8244_MARK LOGO: WIDT
 DP8244_PROJECTION: FLUSH
 DP8244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8244+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 DP8244
 DP8244  HISTORY     - Date     Condition        Report By
 DP8244  HISTORY     - 2012     MONUMENTED       WIDT
 DP8244  HISTORY     - 20141008 GOOD             WIDT
 DP8244
 DP8244                          STATION DESCRIPTION
 DP8244
 DP8244'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8244'HE STATION IS LOCATED IN THE COMMUNITY OF PEMBINE, APPROXIMATELY 9 MI
 DP8244'(14.5 KM) SOUTH OF NIAGARA AND 9 MI (14.5 KM) NORTH OF AMBERG.
 DP8244'
 DP8244'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 AND US HIGHWAY
 DP8244'141 WITH COUNTY HIGHWAY R IN THE COMMUNITY OF PEMBINE, GO SOUTHWEST ON
 DP8244'US HIGHWAY 8 AND US HIGHWAY 141 FOR 0.4 MI (0.6 KM) TO THE STATION ON
 DP8244'THE RIGHT.
 DP8244'
 DP8244'THE STATION IS 17.0 M (55.8 FT) NORTHWEST OF THE CENTERLINE OF US
 DP8244'HIGHWAY 8 AND US HIGHWAY 141, 13.1 M (43.0 FT) SOUTHEAST OF THE CENTER
 DP8244'OF THE NEAREST OF THREE RAILROAD TRACKS IN THE AREA, 10 M (32.8 FT)
 DP8244'WEST OF THE CENTER OF A RECREATION TRAIL, 6.6 M (21.7 FT) WEST OF THE
 DP8244'SOUTHWEST END OF A STEEL CULVERT AND LOCATED IN THE CENTER OF A
 DP8244'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8244'
 DP8244'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8244'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE SOUTHEAST
 DP8244'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8244'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8244'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8244'APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8241 ***********************************************************************
 DP8241  DESIGNATION -  7Y19
 DP8241  PID         -  DP8241
 DP8241  STATE/COUNTY-  WI/MARINETTE
 DP8241  COUNTRY     -  US
 DP8241  USGS QUAD   -  PEMBINE (2018)
 DP8241
 DP8241                         *CURRENT SURVEY CONTROL
 DP8241  ______________________________________________________________________
 DP8241* NAD 83(1986) POSITION- 45 41 26.51   (N) 087 57 20.03   (W)   HD_HELD1
 DP8241* NAVD 88 ORTHO HEIGHT -   308.153 (meters)     1011.00  (feet) ADJUSTED
 DP8241  ______________________________________________________________________
 DP8241  GEOID HEIGHT    -        -34.908 (meters)                     GEOID18
 DP8241  DYNAMIC HEIGHT  -        308.143 (meters)     1010.97  (feet) COMP
 DP8241  MODELED GRAVITY -    980,575.9   (mgal)                       NAVD 88
 DP8241
 DP8241  VERT ORDER      -  SECOND    CLASS I
 DP8241
 DP8241.The horizontal coordinates were determined by differentially corrected
 DP8241.hand held GPS observations or other comparable positioning techniques
 DP8241.and have an estimated accuracy of +/- 3 meters.
 DP8241
 DP8241.The orthometric height was determined by differential leveling and
 DP8241.adjusted by the NATIONAL GEODETIC SURVEY
 DP8241.in February 2017.
 DP8241
 DP8241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8241.GEOID18 height accuracy estimate available here.
 DP8241
 DP8241.Click photographs - Photos may exist for this station.
 DP8241
 DP8241.The dynamic height is computed by dividing the NAVD 88
 DP8241.geopotential number by the normal gravity value computed on the
 DP8241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8241.degrees latitude (g = 980.6199 gals.).
 DP8241
 DP8241.The modeled gravity was interpolated from observed gravity values.
 DP8241
 DP8241;                    North         East    Units  Estimated Accuracy
 DP8241;SPC WI C     -   208,405.3     759,238.7     MT  (+/- 3 meters HH1 GPS) 
 DP8241
 DP8241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2559760126(NAD 83)
 DP8241
 DP8241                          SUPERSEDED SURVEY CONTROL
 DP8241
 DP8241.No superseded survey control is available for this station.
 DP8241
 DP8241_MARKER: DD = SURVEY DISK
 DP8241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8241_STAMPING: 7Y19 2012
 DP8241_MARK LOGO: WIDT
 DP8241_PROJECTION: PROJECTING 6 CENTIMETERS
 DP8241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8241+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 DP8241
 DP8241  HISTORY     - Date     Condition        Report By
 DP8241  HISTORY     - 2012     MONUMENTED       WIDT
 DP8241  HISTORY     - 20141008 GOOD             WIDT
 DP8241
 DP8241                          STATION DESCRIPTION
 DP8241
 DP8241'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8241'HE STATION IS APPROXIMATELY 7.0 MI (11.3 KM) SOUTHWEST OF NORWAY, 5.9
 DP8241'MI (9.5 KM) SOUTHEAST OF NIAGARA AND 4.2 MI (6.8 KM) NORTH-NORTHEAST
 DP8241'OF PEMBINE.
 DP8241'
 DP8241'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 EAST WITH US
 DP8241'HIGHWAY 141 ABOUT 2 MI (3.2 KM) SOUTHEAST OF THE CITY OF NIAGARA, GO
 DP8241'SOUTH ON US HIGHWAY 8 AND US HIGHWAY 141 FOR 3.2 MI (5.1 KM) TO MORGAN
 DP8241'PARK ROAD ON THE LEFT AND GENRICH ROAD ON THE RIGHT.  CONTINUE SOUTH
 DP8241'ON US HIGHWAY 8 AND US HIGHWAY 141 FOR 0.8 MI (1.3 KM) TO THE STATION
 DP8241'ON THE RIGHT.
 DP8241'
 DP8241'THE STATION IS 18.0 M (59.1 FT) WEST OF THE CENTERLINE OF US HIGHWAY 8
 DP8241'AND US HIGHWAY 141, 68.1 M (223.4 FT) NORTH-NORTHEAST OF A UTILITY
 DP8241'JUNCTION BOX -2A29 1-, 55 M (180.4 FT) NORTH OF THE CENTER OF A GRAVEL
 DP8241'DRIVEWAY, 48.2 M (158.1 FT) NORTH OF THE NORTH END OF A STEEL CULVERT
 DP8241'UNDER DRIVEWAY AND LOCATED BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8241'
 DP8241'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8241'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8241'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8241'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8241'1 M (3.3 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8838 ***********************************************************************
 DP8838  DESIGNATION -  7Y20
 DP8838  PID         -  DP8838
 DP8838  STATE/COUNTY-  WI/MARINETTE
 DP8838  COUNTRY     -  US
 DP8838  USGS QUAD   -  PEMBINE (2018)
 DP8838
 DP8838                         *CURRENT SURVEY CONTROL
 DP8838  ______________________________________________________________________
 DP8838* NAD 83(1986) POSITION- 45 43 07.48   (N) 087 56 52.58   (W)   HD_HELD1
 DP8838* NAVD 88 ORTHO HEIGHT -   308.305 (meters)     1011.50  (feet) ADJUSTED
 DP8838  ______________________________________________________________________
 DP8838  GEOID HEIGHT    -        -34.800 (meters)                     GEOID18
 DP8838  DYNAMIC HEIGHT  -        308.296 (meters)     1011.47  (feet) COMP
 DP8838  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 DP8838
 DP8838  VERT ORDER      -  SECOND    CLASS I
 DP8838
 DP8838.The horizontal coordinates were determined by differentially corrected
 DP8838.hand held GPS observations or other comparable positioning techniques
 DP8838.and have an estimated accuracy of +/- 3 meters.
 DP8838
 DP8838.The orthometric height was determined by differential leveling and
 DP8838.adjusted by the NATIONAL GEODETIC SURVEY
 DP8838.in February 2017.
 DP8838
 DP8838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8838.GEOID18 height accuracy estimate available here.
 DP8838
 DP8838.Click photographs - Photos may exist for this station.
 DP8838
 DP8838.The dynamic height is computed by dividing the NAVD 88
 DP8838.geopotential number by the normal gravity value computed on the
 DP8838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8838.degrees latitude (g = 980.6199 gals.).
 DP8838
 DP8838.The modeled gravity was interpolated from observed gravity values.
 DP8838
 DP8838;                    North         East    Units  Estimated Accuracy
 DP8838;SPC WI C     -   211,536.8     759,753.7     MT  (+/- 3 meters HH1 GPS) 
 DP8838
 DP8838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2622763235(NAD 83)
 DP8838
 DP8838                          SUPERSEDED SURVEY CONTROL
 DP8838
 DP8838.No superseded survey control is available for this station.
 DP8838
 DP8838_MARKER: DD = SURVEY DISK
 DP8838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8838_STAMPING: 7Y20 2012
 DP8838_MARK LOGO: WIDT
 DP8838_PROJECTION: FLUSH
 DP8838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8838+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 DP8838
 DP8838  HISTORY     - Date     Condition        Report By
 DP8838  HISTORY     - 2012     MONUMENTED       WIDT
 DP8838  HISTORY     - 20141008 GOOD             WIDT
 DP8838
 DP8838                          STATION DESCRIPTION
 DP8838
 DP8838'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8838'THE STATION IS APPROXIMATELY 6.2 MI (10.0 KM) NORTH-NORTHEAST OF
 DP8838'PEMBINE, 5.2 MI (8.4 KM) SOUTHWEST OF NORWAY AND 4.3 MI (6.9 KM)
 DP8838'SOUTHEAST OF NIAGARA.
 DP8838'
 DP8838'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 EAST WITH US
 DP8838'HIGHWAY 141 ABOUT 2 MI (3.2 KM) SOUTHEAST OF THE CITY OF NIAGARA, GO
 DP8838'SOUTH ON US HIGHWAY 8 AND US HIGHWAY 141 FOR 1.5 MI (2.4 KM) TO
 DP8838'WISHMAN ROAD ON THE LEFT.  CONTINUE SOUTH ON US HIGHWAY 8 AND US
 DP8838'HIGHWAY 141 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DP8838'
 DP8838'THE STATION IS 17.3 M (56.8 FT) WEST OF THE CENTERLINE OF US HIGHWAY 8
 DP8838'AND US HIGHWAY 141, 18.5 M (60.7 FT) SOUTH OF A STEEL FIBER OPTIC
 DP8838'MARKER POST, 1.6 M (5.2 FT) WEST OF THE EAST LEDGE OF THE ROCK OUTCROP
 DP8838'AND 2.7 M (8.9 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DP8838'
 DP8838'NOTE-THIS STATION IS OBSTRUCTED BY A CLOSE TREE TO THE NORTHWEST
 DP8838'EXTENDING TO 60 DEGREES ABOVE THE HORIZON AND A TREE TO THE SOUTH
 DP8838'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8838'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8838'DISK SET IN A ROCK OUTCROP, APPROXIMATELY 1.2 M (3.9 FT) HIGHER THAN
 DP8838'THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8837 ***********************************************************************
 DP8837  DESIGNATION -  7Y21
 DP8837  PID         -  DP8837
 DP8837  STATE/COUNTY-  WI/MARINETTE
 DP8837  COUNTRY     -  US
 DP8837  USGS QUAD   -  NORWAY (2017)
 DP8837
 DP8837                         *CURRENT SURVEY CONTROL
 DP8837  ______________________________________________________________________
 DP8837* NAD 83(1986) POSITION- 45 45 44.21   (N) 087 58 15.77   (W)   HD_HELD1
 DP8837* NAVD 88 ORTHO HEIGHT -   283.805 (meters)      931.12  (feet) ADJUSTED
 DP8837  ______________________________________________________________________
 DP8837  GEOID HEIGHT    -        -34.615 (meters)                     GEOID18
 DP8837  DYNAMIC HEIGHT  -        283.799 (meters)      931.10  (feet) COMP
 DP8837  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DP8837
 DP8837  VERT ORDER      -  SECOND    CLASS I
 DP8837
 DP8837.The horizontal coordinates were determined by differentially corrected
 DP8837.hand held GPS observations or other comparable positioning techniques
 DP8837.and have an estimated accuracy of +/- 3 meters.
 DP8837
 DP8837.The orthometric height was determined by differential leveling and
 DP8837.adjusted by the NATIONAL GEODETIC SURVEY
 DP8837.in February 2017.
 DP8837
 DP8837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8837.GEOID18 height accuracy estimate available here.
 DP8837
 DP8837.Click photographs - Photos may exist for this station.
 DP8837
 DP8837.The dynamic height is computed by dividing the NAVD 88
 DP8837.geopotential number by the normal gravity value computed on the
 DP8837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8837.degrees latitude (g = 980.6199 gals.).
 DP8837
 DP8837.The modeled gravity was interpolated from observed gravity values.
 DP8837
 DP8837;                    North         East    Units  Estimated Accuracy
 DP8837;SPC WI C     -   216,329.2     757,834.2     MT  (+/- 3 meters HH1 GPS) 
 DP8837
 DP8837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2448868094(NAD 83)
 DP8837
 DP8837                          SUPERSEDED SURVEY CONTROL
 DP8837
 DP8837.No superseded survey control is available for this station.
 DP8837
 DP8837_MARKER: DD = SURVEY DISK
 DP8837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8837_STAMPING: 7Y21 2012
 DP8837_MARK LOGO: WIDT
 DP8837_PROJECTION: PROJECTING 7 CENTIMETERS
 DP8837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8837+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 DP8837
 DP8837  HISTORY     - Date     Condition        Report By
 DP8837  HISTORY     - 2012     MONUMENTED       WIDT
 DP8837  HISTORY     - 20141007 GOOD             WIDT
 DP8837
 DP8837                          STATION DESCRIPTION
 DP8837
 DP8837'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8837'THE STATION IS IN CITY OF NIAGARA, ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF
 DP8837'NORWAY AND 3 MI (4.8 KM) SOUTH OF QUINNESEC.
 DP8837'
 DP8837'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8837'HIGHWAY NORTH IN THE CITY OF NIAGARA, GO EAST ON US HIGHWAY 141 FOR
 DP8837'1.2 MI (1.9 KM) TO MAPLE STREET ON THE RIGHT.  CONTINUE SOUTHEAST ON
 DP8837'US HIGHWAY 141 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT.
 DP8837'
 DP8837'THE STATION IS 11.1 M (36.4 FT) NORTHEAST OF THE EDGE OF ASPHALT OF US
 DP8837'HIGHWAY 141, 0.2 MI (0.3 KM) SOUTHEAST OF BETTERS COURT, 76 M (249.3
 DP8837'FT) NORTHWEST OF A PINE TREE PLANTATION, 54.1 M (177.5 FT) NORTHWEST
 DP8837'OF A WOOD RIGHT-OF-WAY POST, 28.5 M (93.5 FT) SOUTHEAST OF A WOOD
 DP8837'RIGHT-OF-WAY POST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP8837'THREE WHITE PLASTIC WITNESS POSTS.
 DP8837'
 DP8837'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8837'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8837'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8837'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8837'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8836 ***********************************************************************
 DP8836  DESIGNATION -  7Y22
 DP8836  PID         -  DP8836
 DP8836  STATE/COUNTY-  WI/MARINETTE
 DP8836  COUNTRY     -  US
 DP8836  USGS QUAD   -  NORWAY (2017)
 DP8836
 DP8836                         *CURRENT SURVEY CONTROL
 DP8836  ______________________________________________________________________
 DP8836* NAD 83(1986) POSITION- 45 46 05.35   (N) 087 58 54.90   (W)   HD_HELD1
 DP8836* NAVD 88 ORTHO HEIGHT -   271.733 (meters)      891.51  (feet) ADJUSTED
 DP8836  ______________________________________________________________________
 DP8836  GEOID HEIGHT    -        -34.585 (meters)                     GEOID18
 DP8836  DYNAMIC HEIGHT  -        271.727 (meters)      891.49  (feet) COMP
 DP8836  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 DP8836
 DP8836  VERT ORDER      -  SECOND    CLASS I
 DP8836
 DP8836.The horizontal coordinates were determined by differentially corrected
 DP8836.hand held GPS observations or other comparable positioning techniques
 DP8836.and have an estimated accuracy of +/- 3 meters.
 DP8836
 DP8836.The orthometric height was determined by differential leveling and
 DP8836.adjusted by the NATIONAL GEODETIC SURVEY
 DP8836.in February 2017.
 DP8836
 DP8836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8836.GEOID18 height accuracy estimate available here.
 DP8836
 DP8836.Click photographs - Photos may exist for this station.
 DP8836
 DP8836.The dynamic height is computed by dividing the NAVD 88
 DP8836.geopotential number by the normal gravity value computed on the
 DP8836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8836.degrees latitude (g = 980.6199 gals.).
 DP8836
 DP8836.The modeled gravity was interpolated from observed gravity values.
 DP8836
 DP8836;                    North         East    Units  Estimated Accuracy
 DP8836;SPC WI C     -   216,960.6     756,972.6     MT  (+/- 3 meters HH1 GPS) 
 DP8836
 DP8836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2365168756(NAD 83)
 DP8836
 DP8836                          SUPERSEDED SURVEY CONTROL
 DP8836
 DP8836.No superseded survey control is available for this station.
 DP8836
 DP8836_MARKER: DD = SURVEY DISK
 DP8836_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP8836+WITH SETTING: PAVEMENT
 DP8836_SP_SET: SQOARE CONCRETE BASE
 DP8836_STAMPING: 7Y22 2012
 DP8836_MARK LOGO: WIDT
 DP8836_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8836+STABILITY: SURFACE MOTION
 DP8836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8836+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 DP8836
 DP8836  HISTORY     - Date     Condition        Report By
 DP8836  HISTORY     - 2012     MONUMENTED       WIDT
 DP8836  HISTORY     - 20141007 GOOD             WIDT
 DP8836
 DP8836                          STATION DESCRIPTION
 DP8836
 DP8836'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8836'THE STATION IS IN THE CITY OF NIAGARA, APPROXIMATELY 4 MI (6.4 KM)
 DP8836'SOUTHWEST OF NORWAY AND 2.5 MI (4.0 KM) SOUTH OF QUINNESEC.
 DP8836'
 DP8836'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8836'HIGHWAY NORTH IN THE CITY OF NIAGARA, GO EAST ON US HIGHWAY 141 FOR
 DP8836'1.2 MI (1.9 KM) TO MAPLE STREET ON THE RIGHT.  CONTINUE EAST ON US
 DP8836'HIGHWAY 141 FOR APPROXIMATELY 280 FT (85.3 M) TO THE STATION ON THE
 DP8836'LEFT.
 DP8836'
 DP8836'THE STATION IS 11.4 M (37.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 DP8836'US HIGHWAY 141, 26.8 M (87.9 FT) WEST-NORTHWEST OF A STEEL LIGHT POLE,
 DP8836'4.1 M (13.5 FT) NORTHWEST OF A 24 INCH (61 CM) DIAMETER MANHOLE COVER
 DP8836'FOR A WATER FORCE MAIN AND IS LOCATED ACROSS THE STREET FROM TWO
 DP8836'RESIDENCES -1840 RIVER STREET AND 1848 RIVER STREET-.
 DP8836'
 DP8836'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP8836'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE WEST EXTENDING TO
 DP8836'45 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8836'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8836'IN THE TOP OF THE NORTHEAST CORNER OF A 36 INCH (91 CM) SQUARE
 DP8836'CONCRETE BASE, WITH AN 18 INCH TRIANGULAR METAL PLATE ATTACHED TO THE
 DP8836'CENTER OF THE CONCRETE BY THREE ANCHOR BOLTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8313 ***********************************************************************
 DP8313  DESIGNATION -  7Y23
 DP8313  PID         -  DP8313
 DP8313  STATE/COUNTY-  WI/MARINETTE
 DP8313  COUNTRY     -  US
 DP8313  USGS QUAD   -  IRON MOUNTAIN (2017)
 DP8313
 DP8313                         *CURRENT SURVEY CONTROL
 DP8313  ______________________________________________________________________
 DP8313* NAD 83(1986) POSITION- 45 46 01.40   (N) 088 03 19.29   (W)   HD_HELD1
 DP8313* NAVD 88 ORTHO HEIGHT -   344.171 (meters)     1129.17  (feet) ADJUSTED
 DP8313  ______________________________________________________________________
 DP8313  GEOID HEIGHT    -        -34.529 (meters)                     GEOID18
 DP8313  DYNAMIC HEIGHT  -        344.158 (meters)     1129.13  (feet) COMP
 DP8313  MODELED GRAVITY -    980,568.8   (mgal)                       NAVD 88
 DP8313
 DP8313  VERT ORDER      -  SECOND    CLASS I
 DP8313
 DP8313.The horizontal coordinates were determined by differentially corrected
 DP8313.hand held GPS observations or other comparable positioning techniques
 DP8313.and have an estimated accuracy of +/- 3 meters.
 DP8313
 DP8313.The orthometric height was determined by differential leveling and
 DP8313.adjusted by the NATIONAL GEODETIC SURVEY
 DP8313.in February 2017.
 DP8313
 DP8313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8313.GEOID18 height accuracy estimate available here.
 DP8313
 DP8313.Click photographs - Photos may exist for this station.
 DP8313
 DP8313.The dynamic height is computed by dividing the NAVD 88
 DP8313.geopotential number by the normal gravity value computed on the
 DP8313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8313.degrees latitude (g = 980.6199 gals.).
 DP8313
 DP8313.The modeled gravity was interpolated from observed gravity values.
 DP8313
 DP8313;                    North         East    Units  Estimated Accuracy
 DP8313;SPC WI C     -   216,699.3     751,264.1     MT  (+/- 3 meters HH1 GPS) 
 DP8313
 DP8313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1793968707(NAD 83)
 DP8313
 DP8313                          SUPERSEDED SURVEY CONTROL
 DP8313
 DP8313.No superseded survey control is available for this station.
 DP8313
 DP8313_MARKER: DD = SURVEY DISK
 DP8313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8313_STAMPING: 7Y23 2012
 DP8313_MARK LOGO: WIDT
 DP8313_PROJECTION: PROJECTING 7 CENTIMETERS
 DP8313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8313+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2014
 DP8313
 DP8313  HISTORY     - Date     Condition        Report By
 DP8313  HISTORY     - 2012     MONUMENTED       WIDT
 DP8313  HISTORY     - 20141006 GOOD             WIDT
 DP8313
 DP8313                          STATION DESCRIPTION
 DP8313
 DP8313'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8313'HE STATION IS APPROXIMATELY 9.6 MI (15.4 KM) NORTHWEST OF PEMBINE, 2.9
 DP8313'MI (4.7 KM) WEST OF NIAGARA AND 2.5 MI (4.0 KM) SOUTHEAST OF AURORA.
 DP8313'
 DP8313'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DP8313'HIGHWAY NORTH ABOUT 1.9 MI (3.1 KM) WEST OF THE CITY OF NIAGARA, GO
 DP8313'WEST ON COUNTY HIGHWAY NORTH FOR 0.8 MI (1.3 KM) TO HANSEN ROAD ON THE
 DP8313'LEFT.  CONTINUE WEST ON COUNTY HIGHWAY NORTH FOR 0.2 MI (0.3 KM) TO
 DP8313'THE STATION ON THE LEFT.
 DP8313'
 DP8313'THE STATION IS 6.9 M (22.6 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8313'HIGHWAY NORTH, 7.7 M (25.3 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 DP8313'3.5 M (11.5 FT) EAST OF A -NO PASSING ZONE- SIGN, 2.9 M (9.5 FT)
 DP8313'NORTHWEST OF THE WEST END OF 18 INCH DIAMETER STEEL CULVERT PIPE AND
 DP8313'LOCATED 0.7 M (2.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DP8313'
 DP8313'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8313'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTH
 DP8313'EXTENDING TO 25 DEGREES ABOVE THE HORIZON, A SIGN TO THE WEST
 DP8313'EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND OVERHEAD POWER LINES TO
 DP8313'THE SOUTH.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DP8313'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DP8313'A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY
 DP8313'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO1478 ***********************************************************************
 QO1478  DESIGNATION -  8
 QO1478  PID         -  QO1478
 QO1478  STATE/COUNTY-  WI/ST CROIX
 QO1478  COUNTRY     -  US
 QO1478  USGS QUAD   -  STILLWATER (2019)
 QO1478
 QO1478                         *CURRENT SURVEY CONTROL
 QO1478  ______________________________________________________________________
 QO1478* NAD 83(1996) POSITION- 45 02 32.97955(N) 092 45 40.20300(W)   ADJUSTED
 QO1478* NAVD 88 ORTHO HEIGHT -   278.904 (meters)      915.04  (feet) ADJUSTED
 QO1478  ______________________________________________________________________
 QO1478  GEOID HEIGHT    -        -28.407 (meters)                     GEOID18
 QO1478  LAPLACE CORR    -        -13.90  (seconds)                    DEFLEC18
 QO1478  DYNAMIC HEIGHT  -        278.893 (meters)      915.00  (feet) COMP
 QO1478  MODELED GRAVITY -    980,572.4   (mgal)                       NAVD 88
 QO1478
 QO1478  HORZ ORDER      -  SECOND
 QO1478  VERT ORDER      -  SECOND    CLASS I
 QO1478
 QO1478.The horizontal coordinates were established by classical geodetic methods
 QO1478.and adjusted by the National Geodetic Survey in March 1999.
 QO1478
 QO1478.The orthometric height was determined by differential leveling and
 QO1478.adjusted by the NATIONAL GEODETIC SURVEY
 QO1478.in June 2013.
 QO1478
 QO1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1478.GEOID18 height accuracy estimate available here.
 QO1478
 QO1478.Click photographs - Photos may exist for this station.
 QO1478
 QO1478.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1478
 QO1478.The dynamic height is computed by dividing the NAVD 88
 QO1478.geopotential number by the normal gravity value computed on the
 QO1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1478.degrees latitude (g = 980.6199 gals.).
 QO1478
 QO1478.The modeled gravity was interpolated from observed gravity values.
 QO1478
 QO1478. The following values were computed from the NAD 83(1996) position.
 QO1478
 QO1478;                    North         East     Units Scale Factor Converg.
 QO1478;SPC WI C     -   138,059.400   382,505.568   MT  0.99994491   -1 56 53.6
 QO1478;SPC WI C     -   452,949.88  1,254,937.02   sFT  0.99994491   -1 56 53.6
 QO1478;UTM  15      - 4,987,698.740   518,809.735   MT  0.99960435   +0 10 08.4
 QO1478
 QO1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1478!SPC WI C     -   0.99996073  x   0.99994491  =   0.99990564
 QO1478!UTM  15      -   0.99996073  x   0.99960435  =   0.99956509
 QO1478
 QO1478:                Primary Azimuth Mark                     Grid Az
 QO1478:SPC WI C     -  9                                        293 22 17.6
 QO1478:UTM  15      -  9                                        291 15 15.6
 QO1478
 QO1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1880987698(NAD 83)
 QO1478
 QO1478|---------------------------------------------------------------------|
 QO1478| PID    Reference Object                     Distance      Geod. Az  |
 QO1478|                                                           dddmmss.s |
 QO1478| QO1479 BAYPORT NORTHERN STATES CO STK      APPROX. 2.0 KM 2251033.4 |
 QO1478| QO1482 BAYPORT STATE PRISON TANK           APPROX. 2.9 KM 2341322.3 |
 QO1478| QO1485 OAK PARK HTS WATER TANK             APPROX. 4.8 KM 2561403.5 |
 QO1478| QO0220 8214 E                              APPROX. 2.7 KM 2623014.9 |
 QO1478| QO1480 9                                   APPROX. 1.9 KM 2912524.0 |
 QO1478|---------------------------------------------------------------------|
 QO1478
 QO1478                          SUPERSEDED SURVEY CONTROL
 QO1478
 QO1478  NAD 83(1991)-  45 02 32.97394(N)    092 45 40.20116(W) AD(       ) 2
 QO1478  NAD 83(1986)-  45 02 32.97171(N)    092 45 40.19683(W) AD(       ) 2
 QO1478  NAD 27      -  45 02 33.09073(N)    092 45 39.45756(W) AD(       ) 2
 QO1478  NGVD 29 (07/19/86)  278.8    (m)          915.     (f) VERT ANG       
 QO1478
 QO1478.Superseded values are not recommended for survey control.
 QO1478
 QO1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1478.See file dsdata.pdf to determine how the superseded data were derived.
 QO1478
 QO1478_MARKER: P = PIPE CAP
 QO1478_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO1478_MARK LOGO: WIHD
 QO1478_PROJECTION: FLUSH
 QO1478_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1478+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 QO1478
 QO1478  HISTORY     - Date     Condition        Report By
 QO1478  HISTORY     - 19730401 MONUMENTED       MNHD
 QO1478  HISTORY     - 1974     GOOD             MNDT
 QO1478  HISTORY     - 20120423 GOOD             MNDT
 QO1478  HISTORY     - 20140812 GOOD             MNDT
 QO1478
 QO1478                          STATION DESCRIPTION
 QO1478
 QO1478'DESCRIBED BY MN DEPT OF TRANSP 1974 (DKH)
 QO1478'THE STATION IS LOCATED 3.0 MILES NORTH OF HUDSON, WISCONSIN IN
 QO1478'THE SOUTHEAST QUARTER OF SECTION 35, T30N, R20W, ON TOP OF A
 QO1478'HIGH BACK SLOPE ON THE SOUTH SIDE OF TRUNK HIGHWAY 35,
 QO1478'APPROXIMATELY 800 FEET WEST OF THE COUNTRY HOUSE RESTAURANT.
 QO1478'
 QO1478'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 35 AND
 QO1478'COUNTY ROAD E NEAR HOULTON, GO SOUTH, SOUTHEAST AND EAST ON TRUNK
 QO1478'HIGHWAY 35 FOR 2.0 MILES TO THE STATION ON THE RIGHT.
 QO1478'
 QO1478'THE STATION MARK, A CAST ALUMINUM MONUMENT SET BY THE WISCONSIN
 QO1478'DEPARTMENT OF TRANSPORTATION, IS FLUSH WITH THE SURFACE OF THE
 QO1478'GROUND.  THE MARK IS 100 FEET SOUTH OF THE SOUTH EDGE OF TRUNK
 QO1478'HIGHWAY 35, 39.16 FEET NORTHEAST OF A POWER POLE, 31.00 FEET
 QO1478'NORTH-NORTHEAST OF A WOOD FENCE CORNER POST, AND 57.73 FEET
 QO1478'NORTHWEST OF A WOOD FENCE POST.  A STEEL WITNESS POST IS 6.9
 QO1478'FEET NORTHWEST OF THE MARK.
 QO1478'
 QO1478'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 QO1478
 QO1478                          STATION RECOVERY (2012)
 QO1478
 QO1478'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BJB)
 QO1478'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF SOMERSET,
 QO1478'4.7 MI (7.6 KM) NORTH OF HUDSON AND 4.3 MI (6.9 KM) NORTH-NORTHWEST OF
 QO1478'NORTH LINE, 4.5 MI (7.2 KM) NORTH OF NORTH HUDSON.
 QO1478'
 QO1478'TO REACH THE MARK GO 3.75 MI (6.0 KM) NORTH ALONG TRUNK HIGHWAY 35
 QO1478'FROM THE JUNCTION OF TRUNK HIGHWAY 35 AND MONROE STREET IN NORTH
 QO1478'HUDSON.
 QO1478'
 QO1478'THE MARK IS LOCATED 800.0 FT (243.8 M) WEST OF RESTAURANT, 100.0 FT
 QO1478'(30.5 M) SOUTH OF SOUTH EDGE OF TRUNK HIGHWAY 35, 39.2 FT (11.9 M)
 QO1478'NORTHEAST OF POWER POLE, 31.0 FT (9.4 M) NORTH-NORTHEAST OF CORNER
 QO1478'FENCE POST, 57.7 FT (17.6 M) NORTHWEST OF A FENCE POST, 6.9 FT (2.1 M)
 QO1478'SOUTHEAST OF A WITNESS POST.
 QO1478
 QO1478                          STATION RECOVERY (2014)
 QO1478
 QO1478'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO1478'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5385 ***********************************************************************
 DH5385  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5385  DESIGNATION -  8 161E
 DH5385  PID         -  DH5385
 DH5385  STATE/COUNTY-  WI/MONROE
 DH5385  COUNTRY     -  US
 DH5385  USGS QUAD   -  OAKDALE (2018)
 DH5385
 DH5385                         *CURRENT SURVEY CONTROL
 DH5385  ______________________________________________________________________
 DH5385* NAD 83(2011) POSITION- 43 52 55.98894(N) 090 23 48.84512(W)   ADJUSTED
 DH5385* NAD 83(2011) ELLIP HT-   314.028 (meters)        (06/27/12)   ADJUSTED
 DH5385* NAD 83(2011) EPOCH   -  2010.00
 DH5385* NAVD 88 ORTHO HEIGHT -   348.21  (meters)     1142.4   (feet) GPS OBS
 DH5385  ______________________________________________________________________
 DH5385  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5385  GEOID HEIGHT    -        -34.174 (meters)                     GEOID12A
 DH5385  GEOID HEIGHT    -        -34.178 (meters)                     GEOID18
 DH5385  NAD 83(2011) X  -    -31,898.172 (meters)                     COMP
 DH5385  NAD 83(2011) Y  - -4,604,673.357 (meters)                     COMP
 DH5385  NAD 83(2011) Z  -  4,398,886.126 (meters)                     COMP
 DH5385  LAPLACE CORR    -         -8.63  (seconds)                    DEFLEC18
 DH5385
 DH5385  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5385  Standards:
 DH5385         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5385            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5385  -------------------------------------------------------------------
 DH5385  NETWORK    0.22   0.33           0.10   0.08   0.17      0.14600465
 DH5385  -------------------------------------------------------------------
 DH5385  Click here for local accuracies and other accuracy information.
 DH5385
 DH5385.The horizontal coordinates were established by GPS observations
 DH5385.and adjusted by the National Geodetic Survey in June 2012.
 DH5385
 DH5385.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5385.been affixed to the stable North American tectonic plate. See 
 DH5385.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5385
 DH5385.The horizontal coordinates are valid at the epoch date displayed above
 DH5385.which is a decimal equivalence of Year/Month/Day.
 DH5385
 DH5385.The orthometric height was determined by GPS observations and a
 DH5385.high-resolution geoid model using precise GPS observation and
 DH5385.processing techniques.
 DH5385
 DH5385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5385.GEOID18 height accuracy estimate available here.
 DH5385
 DH5385.Click photographs - Photos may exist for this station.
 DH5385
 DH5385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5385
 DH5385.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5385
 DH5385.The ellipsoidal height was determined by GPS observations
 DH5385.and is referenced to NAD 83.
 DH5385
 DH5385. The following values were computed from the NAD 83(2011) position.
 DH5385
 DH5385;                    North         East     Units Scale Factor Converg.
 DH5385;SPC WI S     -   209,176.534   568,104.290   MT  0.99996775   -0 16 21.8
 DH5385;SPC WI S     -   686,273.35  1,863,855.49   sFT  0.99996775   -0 16 21.8
 DH5385;UTM  15      - 4,862,085.322   709,116.444   MT  1.00013788   +1 48 18.2
 DH5385
 DH5385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5385!SPC WI S     -   0.99995076  x   0.99996775  =   0.99991851
 DH5385!UTM  15      -   0.99995076  x   1.00013788  =   1.00008863
 DH5385
 DH5385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0911662085(NAD 83)
 DH5385
 DH5385                          SUPERSEDED SURVEY CONTROL
 DH5385
 DH5385  NAD 83(2007)-  43 52 55.98894(N)    090 23 48.84594(W) AD(2002.00) 0
 DH5385  ELLIP H (02/10/07)  314.060  (m)                       GP(2002.00)    
 DH5385  NAD 83(1997)-  43 52 55.98893(N)    090 23 48.84644(W) AD(       ) 1
 DH5385  ELLIP H (08/01/05)  314.057  (m)                       GP(       ) 2 1
 DH5385  NAVD 88 (07/26/07)  348.20   (m)  GEOID03  model used  GPS OBS        
 DH5385
 DH5385.Superseded values are not recommended for survey control.
 DH5385
 DH5385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5385.See file dsdata.pdf to determine how the superseded data were derived.
 DH5385
 DH5385_MARKER: DD = SURVEY DISK
 DH5385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5385_STAMPING: 8-161E 1997
 DH5385_MARK LOGO: WI-081
 DH5385_PROJECTION: FLUSH
 DH5385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5385+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH5385
 DH5385  HISTORY     - Date     Condition        Report By
 DH5385  HISTORY     - 1997     MONUMENTED       WI-081
 DH5385  HISTORY     - 20030305 GOOD             WIDT
 DH5385  HISTORY     - 20100913 GOOD             WIDT
 DH5385
 DH5385                          STATION DESCRIPTION
 DH5385
 DH5385'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5385'OWNERSHIP--TOWNSHIP OF CLIFTON.  TO REACH THE STATION FROM THE
 DH5385'JUNCTION OF COUNTY  HIGHWAY A WITH COUNTY HIGHWAY N NORTH, ABOUT 8 MI
 DH5385'SOUTHEAST OF THE CITY OF TOMAH,   GO NORTHWEST ON COUNTY HIGHWAY A FOR
 DH5385'0.1 MI TO JUPITER ROAD ON THE LEFT.  TURN LEFT  AND GO SOUTHERLY ON
 DH5385'JUPITER ROAD FOR 1.2 MI TO THE STATION ON THE RIGHT.  THE STATION IS
 DH5385'A BRONZE MONROE COUNTY GEODETIC CONTROL MARK DISK SET IN THE TOP OF A
 DH5385'40-CM DIAMETER  ROUND CONCRETE POST ABOUT LEVEL WITH THE ROAD
 DH5385'PAVEMENT.  THE STATION IS 7.4 M  WEST OF THE CENTERLINE OF JUPITER
 DH5385'ROAD, 7.7 M WEST-NORTHWEST OF A --CURVY ROAD AHEAD--  SIGN, 2.2 M
 DH5385'SOUTH OF A TELEPHONE PEDESTAL --A000 8--, 1 M SOUTH OF THE EXTENED
 DH5385'CENTERLINE  OF A PRIVATE ENTRANCE --20362--, 0.5 M NORTH OF A GREEN
 DH5385'METAL WITNESS POST AND 1.0 M EAST,  SOUTHWEST, NORTHWEST OF THREE
 DH5385'ORANGE 4X4 PLASTIC WITNESS POSTS. ---NOTE---  THIS STATION HAS NO
 DH5385'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5385'HORIZON.  ---NOTE2---THIS STATION IS DIRECTLY UNDER A 3 STRAND BARBED
 DH5385'WIRE FENCE.
 DH5385
 DH5385                          STATION RECOVERY (2010)
 DH5385
 DH5385'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5385'RECOVERED IN GOOD CONDITION.  NOTE---BARBED WIRE IS DIRECTLY ABOVE THE
 DH5385'MONUMENT AND DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5220 ***********************************************************************
 DK5220  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5220  DESIGNATION -  8 HALE NW GPS
 DK5220  PID         -  DK5220
 DK5220  STATE/COUNTY-  WI/TREMPEALEAU
 DK5220  COUNTRY     -  US
 DK5220  USGS QUAD   -  STRUM SE (2018)
 DK5220
 DK5220                         *CURRENT SURVEY CONTROL
 DK5220  ______________________________________________________________________
 DK5220* NAD 83(2011) POSITION- 44 30 26.31891(N) 091 21 54.57172(W)   ADJUSTED
 DK5220* NAD 83(2011) ELLIP HT-   263.658 (meters)        (06/27/12)   ADJUSTED
 DK5220* NAD 83(2011) EPOCH   -  2010.00
 DK5220* NAVD 88 ORTHO HEIGHT -   294.78  (meters)      967.1   (feet) GPS OBS
 DK5220  ______________________________________________________________________
 DK5220  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5220  GEOID HEIGHT    -        -31.123 (meters)                     GEOID12A
 DK5220  GEOID HEIGHT    -        -31.130 (meters)                     GEOID18
 DK5220  NAD 83(2011) X  -   -108,551.123 (meters)                     COMP
 DK5220  NAD 83(2011) Y  - -4,555,033.563 (meters)                     COMP
 DK5220  NAD 83(2011) Z  -  4,448,652.417 (meters)                     COMP
 DK5220  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 DK5220
 DK5220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5220  Standards:
 DK5220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5220  -------------------------------------------------------------------
 DK5220  NETWORK    0.35   0.31           0.16   0.12   0.16      0.01888884
 DK5220  -------------------------------------------------------------------
 DK5220  Click here for local accuracies and other accuracy information.
 DK5220
 DK5220.The horizontal coordinates were established by GPS observations
 DK5220.and adjusted by the National Geodetic Survey in June 2012.
 DK5220
 DK5220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5220.been affixed to the stable North American tectonic plate. See 
 DK5220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5220
 DK5220.The horizontal coordinates are valid at the epoch date displayed above
 DK5220.which is a decimal equivalence of Year/Month/Day.
 DK5220
 DK5220.The orthometric height was determined by GPS observations and a
 DK5220.high-resolution geoid model using precise GPS observation and
 DK5220.processing techniques.
 DK5220
 DK5220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5220.GEOID18 height accuracy estimate available here.
 DK5220
 DK5220.Click photographs - Photos may exist for this station.
 DK5220
 DK5220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5220
 DK5220.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5220
 DK5220.The ellipsoidal height was determined by GPS observations
 DK5220.and is referenced to NAD 83.
 DK5220
 DK5220. The following values were computed from the NAD 83(2011) position.
 DK5220
 DK5220;                    North         East     Units Scale Factor Converg.
 DK5220;SPC WI C     -    75,803.457   491,452.399   MT  0.99996131   -0 57 47.6
 DK5220;SPC WI C     -   248,698.51  1,612,373.41   sFT  0.99996131   -0 57 47.6
 DK5220;UTM  15      - 4,929,521.052   629,950.286   MT  0.99980767   +1 08 46.3
 DK5220
 DK5220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5220!SPC WI C     -   0.99995866  x   0.99996131  =   0.99991997
 DK5220!UTM  15      -   0.99995866  x   0.99980767  =   0.99976634
 DK5220
 DK5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2995029521(NAD 83)
 DK5220
 DK5220                          SUPERSEDED SURVEY CONTROL
 DK5220
 DK5220  NAD 83(2007)-  44 30 26.31907(N)    091 21 54.57256(W) AD(2002.00) 1
 DK5220  ELLIP H (07/29/08)  263.688  (m)                       GP(2002.00) 3 1
 DK5220  NAVD 88 (07/29/08)  294.79   (m)  GEOID03  model used  GPS OBS        
 DK5220
 DK5220.Superseded values are not recommended for survey control.
 DK5220
 DK5220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5220.See file dsdata.pdf to determine how the superseded data were derived.
 DK5220
 DK5220_MARKER: DD = SURVEY DISK
 DK5220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5220_STAMPING: 8 HALE NW GPS 1995
 DK5220_MARK LOGO: WI-121
 DK5220_PROJECTION: FLUSH
 DK5220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5220+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2011
 DK5220
 DK5220  HISTORY     - Date     Condition        Report By
 DK5220  HISTORY     - 1995     MONUMENTED       WI-121
 DK5220  HISTORY     - 20061107 GOOD             WIDT
 DK5220  HISTORY     - 20111020 GOOD             WIDT
 DK5220
 DK5220                          STATION DESCRIPTION
 DK5220
 DK5220'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5220'TO REACH THE STATION FROM THE WESTERN JUNCTION OF COUNTY HIGHWAY D
 DK5220'WITH COUNTY HIGHWAY E ABOUT 5 MI (8.0 KM) NORTHWEST OF THE CITY OF
 DK5220'WHITEHALL, GO NORTH ON COUNTY HIGHWAY D FOR 4.4 MI (7.1 KM) TO OLAF'S
 DK5220'ROAD ON THE LEFT, CONTINUE NORTH ON COUNTY HIGHWAY D FOR 0.9 MI (1.4
 DK5220'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE TREMPEALEAU
 DK5220'COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14
 DK5220'INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DK5220'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.7 M (28.5 FT) WEST
 DK5220'OF THE CENTERLINE OF COUNTY HIGHWAY D, 20 M (65.6 FT) NORTH OF A
 DK5220'SCHOOL BUS TURN-AROUND, 7 M (23.0 FT) SOUTH OF A FIELD ENTRANCE, 2.5 M
 DK5220'(8.2 FT) EAST OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) SOUTH, WEST,
 DK5220'AND NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK5220'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK5220'ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHEAST OF THE STATION
 DK5220'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DK5220
 DK5220                          STATION RECOVERY (2011)
 DK5220
 DK5220'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0214 ***********************************************************************
 OM0214  DESIGNATION -  801
 OM0214  PID         -  OM0214
 OM0214  STATE/COUNTY-  WI/JEFFERSON
 OM0214  COUNTRY     -  US
 OM0214  USGS QUAD   -  WATERTOWN (2018)
 OM0214
 OM0214                         *CURRENT SURVEY CONTROL
 OM0214  ______________________________________________________________________
 OM0214* NAD 83(1986) POSITION- 43 09 19.     (N) 088 44 56.     (W)   SCALED
 OM0214* NAVD 88 ORTHO HEIGHT -   244.176 (meters)      801.10  (feet) ADJUSTED
 OM0214  ______________________________________________________________________
 OM0214  GEOID HEIGHT    -        -34.655 (meters)                     GEOID18
 OM0214  DYNAMIC HEIGHT  -        244.114 (meters)      800.90  (feet) COMP
 OM0214  MODELED GRAVITY -    980,360.6   (mgal)                       NAVD 88
 OM0214
 OM0214  VERT ORDER      -  SECOND    CLASS 0
 OM0214
 OM0214.The horizontal coordinates were scaled from a map and have
 OM0214.an estimated accuracy of +/- 6 seconds.
 OM0214
 OM0214.The orthometric height was determined by differential leveling and
 OM0214.adjusted by the NATIONAL GEODETIC SURVEY
 OM0214.in June 1991.
 OM0214
 OM0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0214.GEOID18 height accuracy estimate available here.
 OM0214
 OM0214.Click photographs - Photos may exist for this station.
 OM0214
 OM0214.The dynamic height is computed by dividing the NAVD 88
 OM0214.geopotential number by the normal gravity value computed on the
 OM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0214.degrees latitude (g = 980.6199 gals.).
 OM0214
 OM0214.The modeled gravity was interpolated from observed gravity values.
 OM0214
 OM0214;                    North         East    Units  Estimated Accuracy
 OM0214;SPC WI S     -   129,100.      701,750.      MT  (+/- 180 meters Scaled)
 OM0214
 OM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN578795(NAD 83)
 OM0214
 OM0214                          SUPERSEDED SURVEY CONTROL
 OM0214
 OM0214  NGVD 29 (??/??/92)  244.238  (m)          801.30   (f) ADJ UNCH    2 0
 OM0214
 OM0214.Superseded values are not recommended for survey control.
 OM0214
 OM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0214.See file dsdata.pdf to determine how the superseded data were derived.
 OM0214
 OM0214_MARKER: P = PIPE CAP
 OM0214_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0214_STAMPING: 801-1908
 OM0214_MARK LOGO: USGS
 OM0214_MAGNETIC: P = MARKER IS A STEEL PIPE
 OM0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0214
 OM0214  HISTORY     - Date     Condition        Report By
 OM0214  HISTORY     - 1908     MONUMENTED       USGS
 OM0214  HISTORY     - 1934     GOOD             CGS
 OM0214
 OM0214                          STATION DESCRIPTION
 OM0214
 OM0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0214'2.7 MI S FROM WATERTOWN.
 OM0214'2.7 MILES SOUTH OF ALONG THE CHICAGO AND NORTHWESTERN RAILROAD AT
 OM0214'PRIVATE CROSSING.  IRON POST SET 130 FEET NORTH OF MILEPOST 128,
 OM0214'55 FEET WEST OF THE CENTER LINE OF THE TRACKS, 52 FEET SOUTH OF
 OM0214'THE CENTER LINE OF THE CROSSING, 3 FEET EAST OF THE RIGHT-OF-WAY
 OM0214'FENCE, 5.5 FEET BELOW RAIL LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0745 ***********************************************************************
 NH0745  DESIGNATION -  802.0
 NH0745  PID         -  NH0745
 NH0745  STATE/COUNTY-  WI/LAFAYETTE
 NH0745  COUNTRY     -  US
 NH0745  USGS QUAD   -  SOUTH WAYNE (2018)
 NH0745
 NH0745                         *CURRENT SURVEY CONTROL
 NH0745  ______________________________________________________________________
 NH0745* NAD 83(1986) POSITION- 42 35 05.     (N) 089 57 51.     (W)   SCALED
 NH0745* NAVD 88 ORTHO HEIGHT -   244.094 (meters)      800.83  (feet) ADJUSTED
 NH0745  ______________________________________________________________________
 NH0745  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 NH0745  DYNAMIC HEIGHT  -        244.016 (meters)      800.58  (feet) COMP
 NH0745  MODELED GRAVITY -    980,296.2   (mgal)                       NAVD 88
 NH0745
 NH0745  VERT ORDER      -  SECOND    CLASS 0
 NH0745
 NH0745.The horizontal coordinates were scaled from a map and have
 NH0745.an estimated accuracy of +/- 6 seconds.
 NH0745
 NH0745.The orthometric height was determined by differential leveling and
 NH0745.adjusted by the NATIONAL GEODETIC SURVEY
 NH0745.in June 1991.
 NH0745
 NH0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0745.GEOID18 height accuracy estimate available here.
 NH0745
 NH0745.Click photographs - Photos may exist for this station.
 NH0745
 NH0745.The dynamic height is computed by dividing the NAVD 88
 NH0745.geopotential number by the normal gravity value computed on the
 NH0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0745.degrees latitude (g = 980.6199 gals.).
 NH0745
 NH0745.The modeled gravity was interpolated from observed gravity values.
 NH0745
 NH0745;                    North         East    Units  Estimated Accuracy
 NH0745;SPC WI S     -    64,960.      602,940.      MT  (+/- 180 meters Scaled)
 NH0745
 NH0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN567189(NAD 83)
 NH0745
 NH0745                          SUPERSEDED SURVEY CONTROL
 NH0745
 NH0745  NGVD 29 (??/??/92)  244.181  (m)          801.12   (f) ADJ UNCH    2 0
 NH0745
 NH0745.Superseded values are not recommended for survey control.
 NH0745
 NH0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0745.See file dsdata.pdf to determine how the superseded data were derived.
 NH0745
 NH0745_MARKER: DB = BENCH MARK DISK
 NH0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0745_SP_SET: BRIDGE
 NH0745_MARK LOGO: USGS
 NH0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0745
 NH0745  HISTORY     - Date     Condition        Report By
 NH0745  HISTORY     - UNK      MONUMENTED       USGS
 NH0745  HISTORY     - 1934     GOOD             CGS
 NH0745  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NH0745
 NH0745                          STATION DESCRIPTION
 NH0745
 NH0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0745'3.8 MI NE FROM GRATIOT.
 NH0745'3.8 MILES NORTHEAST OF DEPOT ALONG THE CHICAGO, MILWAUKEE, ST
 NH0745'PAUL AND PACIFIC RAILROAD AT CONCRETE BRIDGE F232 OVER PECATONICA
 NH0745'RIVER.  SET IN THE NORTHEAST HEADWALL.
 NH0745
 NH0745                          STATION RECOVERY (1998)
 NH0745
 NH0745'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0745'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0208 ***********************************************************************
 OM0208  DESIGNATION -  820
 OM0208  PID         -  OM0208
 OM0208  STATE/COUNTY-  WI/JEFFERSON
 OM0208  COUNTRY     -  US
 OM0208  USGS QUAD   -  JEFFERSON (2018)
 OM0208
 OM0208                         *CURRENT SURVEY CONTROL
 OM0208  ______________________________________________________________________
 OM0208* NAD 83(1986) POSITION- 43 06 59.     (N) 088 45 47.     (W)   SCALED
 OM0208* NAVD 88 ORTHO HEIGHT -   249.704 (meters)      819.24  (feet) ADJUSTED
 OM0208  ______________________________________________________________________
 OM0208  GEOID HEIGHT    -        -34.584 (meters)                     GEOID18
 OM0208  DYNAMIC HEIGHT  -        249.640 (meters)      819.03  (feet) COMP
 OM0208  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 OM0208
 OM0208  VERT ORDER      -  SECOND    CLASS 0
 OM0208
 OM0208.The horizontal coordinates were scaled from a map and have
 OM0208.an estimated accuracy of +/- 6 seconds.
 OM0208
 OM0208.The orthometric height was determined by differential leveling and
 OM0208.adjusted by the NATIONAL GEODETIC SURVEY
 OM0208.in June 1991.
 OM0208
 OM0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0208.GEOID18 height accuracy estimate available here.
 OM0208
 OM0208.Click photographs - Photos may exist for this station.
 OM0208
 OM0208.The dynamic height is computed by dividing the NAVD 88
 OM0208.geopotential number by the normal gravity value computed on the
 OM0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0208.degrees latitude (g = 980.6199 gals.).
 OM0208
 OM0208.The modeled gravity was interpolated from observed gravity values.
 OM0208
 OM0208;                    North         East    Units  Estimated Accuracy
 OM0208;SPC WI S     -   124,770.      700,660.      MT  (+/- 180 meters Scaled)
 OM0208
 OM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN565752(NAD 83)
 OM0208
 OM0208                          SUPERSEDED SURVEY CONTROL
 OM0208
 OM0208  NGVD 29 (??/??/92)  249.767  (m)          819.44   (f) ADJ UNCH    2 0
 OM0208
 OM0208.Superseded values are not recommended for survey control.
 OM0208
 OM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0208.See file dsdata.pdf to determine how the superseded data were derived.
 OM0208
 OM0208_MARKER: P = PIPE CAP
 OM0208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0208_STAMPING: 820-1908
 OM0208_MARK LOGO: USGS
 OM0208_MAGNETIC: P = MARKER IS A STEEL PIPE
 OM0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0208
 OM0208  HISTORY     - Date     Condition        Report By
 OM0208  HISTORY     - 1908     MONUMENTED       USGS
 OM0208  HISTORY     - 1934     GOOD             CGS
 OM0208  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 OM0208
 OM0208                          STATION DESCRIPTION
 OM0208
 OM0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0208'2.8 MI N FROM JOHNSON CREEK.
 OM0208'2.8 MILES NORTH OF ALONG THE CHICAGO AND NORTHWESTERN RAILROAD,
 OM0208'9 POLES NORTH OF MILEPOST 125.  IRON POST 49 FEET EAST OF THE
 OM0208'CENTER LINE OF THE TRACKS, 23 FEET SOUTH OF THE CENTER LINE OF
 OM0208'THE COUNTY ROAD, 4 FEET NORTHWEST OF CORNER FENCE POST, 24
 OM0208'FEET NORTH OF TELEPHONE POLE, 0.5 FOOT ABOVE THE GROUND.
 OM0208
 OM0208                          STATION RECOVERY (2006)
 OM0208
 OM0208'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0208'STATION NOT FOUND.  THE GIVEN DIMENSIONS PLACE THE STATION IN A
 OM0208'DRAINAGE DITCH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM4717 ***********************************************************************
 DM4717  DESIGNATION -  8217 C
 DM4717  PID         -  DM4717
 DM4717  STATE/COUNTY-  WI/ST CROIX
 DM4717  COUNTRY     -  US
 DM4717  USGS QUAD   -  STILLWATER (2019)
 DM4717
 DM4717                         *CURRENT SURVEY CONTROL
 DM4717  ______________________________________________________________________
 DM4717* NAD 83(1986) POSITION- 45 03 06.96   (N) 092 47 26.00   (W)   HD_HELD1
 DM4717* NAVD 88 ORTHO HEIGHT -   262.236 (meters)      860.35  (feet) ADJUSTED
 DM4717  ______________________________________________________________________
 DM4717  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 DM4717  DYNAMIC HEIGHT  -        262.230 (meters)      860.33  (feet) COMP
 DM4717  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 DM4717
 DM4717  VERT ORDER      -  SECOND    CLASS I
 DM4717
 DM4717.The horizontal coordinates were determined by differentially corrected
 DM4717.hand held GPS observations or other comparable positioning techniques
 DM4717.and have an estimated accuracy of +/- 3 meters.
 DM4717
 DM4717.The orthometric height was determined by differential leveling and
 DM4717.adjusted by the NATIONAL GEODETIC SURVEY
 DM4717.in July 2011.
 DM4717
 DM4717.No vertical observational check was made to the station.
 DM4717
 DM4717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4717.GEOID18 height accuracy estimate available here.
 DM4717
 DM4717.Click photographs - Photos may exist for this station.
 DM4717
 DM4717.The dynamic height is computed by dividing the NAVD 88
 DM4717.geopotential number by the normal gravity value computed on the
 DM4717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4717.degrees latitude (g = 980.6199 gals.).
 DM4717
 DM4717.The modeled gravity was interpolated from observed gravity values.
 DM4717
 DM4717;                    North         East    Units  Estimated Accuracy
 DM4717;SPC WI C     -   139,186.8     380,227.6     MT  (+/- 3 meters HH1 GPS) 
 DM4717
 DM4717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1649288740(NAD 83)
 DM4717
 DM4717                          SUPERSEDED SURVEY CONTROL
 DM4717
 DM4717.No superseded survey control is available for this station.
 DM4717
 DM4717_MARKER: DV = VERTICAL CONTROL DISK
 DM4717_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4717_STAMPING: 8217 C 1991
 DM4717_MARK LOGO: MNDT
 DM4717_PROJECTION: FLUSH
 DM4717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4717+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DM4717_ROD/PIPE-DEPTH: 9.8 meters
 DM4717
 DM4717  HISTORY     - Date     Condition        Report By
 DM4717  HISTORY     - 19910708 MONUMENTED       MNDT
 DM4717  HISTORY     - 19960721 GOOD             MNDT
 DM4717  HISTORY     - 20120808 GOOD             WIDT
 DM4717  HISTORY     - 20120912 GOOD             MNDT
 DM4717  HISTORY     - 20140812 GOOD             MNDT
 DM4717
 DM4717                          STATION DESCRIPTION
 DM4717
 DM4717'DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH)
 DM4717'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHWEST OF SOMERSET, 5.7
 DM4717'MI (9.2 KM) NORTHWEST OF NORTHLINE AND 5.5 MI (8.8 KM) NORTH-NORTHWEST
 DM4717'OF HUDSON, WISCONSIN.
 DM4717'
 DM4717'TO REACH THIS MARK FROM THE JUNCTION OF WISCONSIN TRUNK HIGHWAY 35
 DM4717'(MAIN STREET) AND TRUNK HIGHWAY 36/64, GO 0.9 MI (1.4 KM) SOUTH ON
 DM4717'TRUNK HIGHWAY 35, THENCE 800 FT (243.8 M) WEST ON 132ND AVE.
 DM4717'
 DM4717'THE MARK IS FOUND 112.7 FT (34.4 M) SOUTHWEST OF THE SOUTHWEST CORNER
 DM4717'AND 111.2 FT (33.9 M) SOUTHWEST OF THE NORTHWEST CORNER OF TAN BRICK
 DM4717'HOUSE AT 48 132ND AVENUE, 19 FT (5.8 M) WEST OF 8 INCH (20 CM) BLACK
 DM4717'WALNUT TREE, 58 FT (17.7 M) WEST-SOUTHWEST OF 9 INCH (23 CM) BASSWOOD
 DM4717'TREE, 65.6 FT (20.0 M) WEST OF 15 INCH (38 CM) PINE TREE, 52.3 FT
 DM4717'(15.9 M) NORTH OF 24 INCH (61 CM) OAK TREE, 12.6 FT (3.8 M) NORTH OF 2
 DM4717'INCH (5 CM) TWIN OAK TREE, AT WEST EDGE OF MOWED YARD ON TOP OF BLUFF.
 DM4717'NOTE - THIS MARK HAS AN ACCESS COVER.
 DM4717
 DM4717                          STATION RECOVERY (1996)
 DM4717
 DM4717'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 DM4717'RECOVERED IN GOOD CONDITION.
 DM4717
 DM4717                          STATION RECOVERY (2012)
 DM4717
 DM4717'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DM4717'RECOVERED AS DESCRIBED.
 DM4717
 DM4717                          STATION RECOVERY (2012)
 DM4717
 DM4717'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DM4717'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHWEST OF SOMERSET,
 DM4717'5.7 MI (9.2 KM) NORTHWEST OF NORTH LINE, 5.6 MI (9.0 KM)
 DM4717'NORTH-NORTHWEST OF HUDSON AND 0.75 MI (1.2 KM) SOUTH OF HOULTON.
 DM4717'
 DM4717'TO REACH THE MARK GO 0.6 MI (1.0 KM) SOUTH ON TRUNK HIGHWAY 35 FROM
 DM4717'THE JUNCTION OF TRUNK HIGHWAY 35 AND COUNTY ROAD EAST.
 DM4717'
 DM4717'THE MARK IS LOCATED 800 FT (243.8 M) WEST ON 132ND AVENUE, 112.7 FT
 DM4717'(34.4 M) SOUTHWEST OF THE SOUTHWEST CORNER AND 111.2 FT (33.9 M)
 DM4717'SOUTHWEST OF THE NORTHWEST CORNER OF TAN BRICK HOUSE AT 48 132ND
 DM4717'AVENUE, 19 FT (5.8 M) WEST OF 8 INCH (20 CM) BLACK WALNUT TREE, 58 FT
 DM4717'(17.7 M) WEST-SOUTHWEST OF 9 INCH (23 CM) BASSWOOD TREE, 65.6 FT (20.0
 DM4717'M) WEST OF 15 INCH (38 CM) PINE TREE, 52.3 FT (15.9 M) NORTH OF 24
 DM4717'INCH (61 CM) OAK TREE, 12.6 FT (3.8 M) NORTH OF 2 INCH (5 CM) TWIN OAK
 DM4717'TREE, AT WEST EDGE OF MOWED YARD ON TOP OF BLUFF.
 DM4717
 DM4717                          STATION RECOVERY (2014)
 DM4717
 DM4717'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DM4717'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM4718 ***********************************************************************
 DM4718  DESIGNATION -  8217 D
 DM4718  PID         -  DM4718
 DM4718  STATE/COUNTY-  WI/ST CROIX
 DM4718  COUNTRY     -  US
 DM4718  USGS QUAD   -  STILLWATER (2019)
 DM4718
 DM4718                         *CURRENT SURVEY CONTROL
 DM4718  ______________________________________________________________________
 DM4718* NAD 83(1986) POSITION- 45 03 27.41   (N) 092 47 44.87   (W)   HD_HELD1
 DM4718* NAVD 88 ORTHO HEIGHT -   257.699 (meters)      845.47  (feet) ADJUSTED
 DM4718  ______________________________________________________________________
 DM4718  GEOID HEIGHT    -        -28.162 (meters)                     GEOID18
 DM4718  DYNAMIC HEIGHT  -        257.694 (meters)      845.45  (feet) COMP
 DM4718  MODELED GRAVITY -    980,589.9   (mgal)                       NAVD 88
 DM4718
 DM4718  VERT ORDER      -  SECOND    CLASS I
 DM4718
 DM4718.The horizontal coordinates were determined by differentially corrected
 DM4718.hand held GPS observations or other comparable positioning techniques
 DM4718.and have an estimated accuracy of +/- 3 meters.
 DM4718
 DM4718.The orthometric height was determined by differential leveling and
 DM4718.adjusted by the NATIONAL GEODETIC SURVEY
 DM4718.in June 2013.
 DM4718
 DM4718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4718.GEOID18 height accuracy estimate available here.
 DM4718
 DM4718.Click photographs - Photos may exist for this station.
 DM4718
 DM4718.The dynamic height is computed by dividing the NAVD 88
 DM4718.geopotential number by the normal gravity value computed on the
 DM4718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4718.degrees latitude (g = 980.6199 gals.).
 DM4718
 DM4718.The modeled gravity was interpolated from observed gravity values.
 DM4718
 DM4718;                    North         East    Units  Estimated Accuracy
 DM4718;SPC WI C     -   139,831.9     379,836.7     MT  (+/- 3 meters HH1 GPS) 
 DM4718
 DM4718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1607889370(NAD 83)
 DM4718
 DM4718                          SUPERSEDED SURVEY CONTROL
 DM4718
 DM4718  NAVD 88 (07/12/11)  257.694  (m)          845.45   (f) SUPERSEDED  2 1
 DM4718
 DM4718.Superseded values are not recommended for survey control.
 DM4718
 DM4718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4718.See file dsdata.pdf to determine how the superseded data were derived.
 DM4718
 DM4718_MARKER: DV = VERTICAL CONTROL DISK
 DM4718_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4718_STAMPING: 8217 D 1991
 DM4718_MARK LOGO: MNDT
 DM4718_PROJECTION: FLUSH
 DM4718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4718+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2012
 DM4718_ROD/PIPE-DEPTH: 15.2 meters
 DM4718
 DM4718  HISTORY     - Date     Condition        Report By
 DM4718  HISTORY     - 19910401 MONUMENTED       MNDT
 DM4718  HISTORY     - 19960721 GOOD             MNDT
 DM4718  HISTORY     - 20120808 GOOD             WIDT
 DM4718  HISTORY     - 20120912 GOOD             MNDT
 DM4718
 DM4718                          STATION DESCRIPTION
 DM4718
 DM4718'DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH)
 DM4718'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHWEST OF SOMERSET, 6.1
 DM4718'MI (9.8 KM) NORTHWEST OF NORTHLINE AND 6.0 MI (9.7 KM) NORTH-NORTHWEST
 DM4718'OF HUDSON.
 DM4718'
 DM4718'TO REACH THIS MARK FROM THE JUNCTION OF WISCONSIN TRUNK HIGHWAY 35
 DM4718'(MAIN STREET) AND TRUNK HIGHWAY 36/64, GO 0.4 MI (0.6 KM) SOUTH ON
 DM4718'TRUNK HIGHWAY 35, THENCE 800 FT (243.8 M) WEST ON CHURCH STREET,
 DM4718'THENCE 250 FT (76.2 M) SOUTH ON EGARD STREET, THENCE WEST 150 FT (45.7
 DM4718'M) ON A DRIVEWAY AT 1354 EGARD STREET.
 DM4718'
 DM4718'THE MARK IS FOUND 55 FT (16.8 M) EAST OF THE SOUTHEAST CORNER OF THE
 DM4718'HOUSE AT 1354 EGARD ST, 75 FT (22.9 M) EAST OF THE TOP OF THE BLUFF
 DM4718'OVERLOOKING THE SAINT CROIX RIVER, 7 FT (2.1 M) SOUTH OF A POWER POLE,
 DM4718'10 FT (3.0 M) EAST OF EAST 1 OF 2 CLOTHE LINE POLES, 6 FT (1.8 M)
 DM4718'NORTH OF A PROPERTY LINE, 60 FT (18.3 M) NORTH OF THE NORTHWEST CORNER
 DM4718'OF A NEIGHBORS HOUSE, 17.6 FT (5.4 M) SOUTH OF A 10 INCH (25 CM) PINE
 DM4718'TREE, 35 FT (10.7 M) NORTHEAST OF A 15 INCH (38 CM) BUTTERNUT TREE AND
 DM4718'48.3 FT (14.7 M) EAST OF A 4 INCH (10 CM) STEEL POST WITH BRACE.
 DM4718'
 DM4718'NOTE - THIS MARK HAS AN ACCESS COVER.
 DM4718
 DM4718                          STATION RECOVERY (1996)
 DM4718
 DM4718'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 DM4718'RECOVERED IN GOOD CONDITION.
 DM4718
 DM4718                          STATION RECOVERY (2012)
 DM4718
 DM4718'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DM4718'RECOVERED AS DESCRIBED.
 DM4718
 DM4718                          STATION RECOVERY (2012)
 DM4718
 DM4718'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DM4718'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0116 ***********************************************************************
 OM0116  DESIGNATION -  822
 OM0116  PID         -  OM0116
 OM0116  STATE/COUNTY-  WI/WAUKESHA
 OM0116  COUNTRY     -  US
 OM0116  USGS QUAD   -  WAUKESHA (2018)
 OM0116
 OM0116                         *CURRENT SURVEY CONTROL
 OM0116  ______________________________________________________________________
 OM0116* NAD 83(1986) POSITION- 43 00 18.     (N) 088 13 55.     (W)   SCALED
 OM0116* NAVD 88 ORTHO HEIGHT -   250.272 (meters)      821.10  (feet) ADJUSTED
 OM0116  ______________________________________________________________________
 OM0116  GEOID HEIGHT    -        -34.728 (meters)                     GEOID18
 OM0116  DYNAMIC HEIGHT  -        250.202 (meters)      820.87  (feet) COMP
 OM0116  MODELED GRAVITY -    980,337.1   (mgal)                       NAVD 88
 OM0116
 OM0116  VERT ORDER      -  SECOND    CLASS 0
 OM0116
 OM0116.The horizontal coordinates were scaled from a map and have
 OM0116.an estimated accuracy of +/- 6 seconds.
 OM0116
 OM0116.The orthometric height was determined by differential leveling and
 OM0116.adjusted by the NATIONAL GEODETIC SURVEY
 OM0116.in June 1991.
 OM0116
 OM0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0116.GEOID18 height accuracy estimate available here.
 OM0116
 OM0116.Click photographs - Photos may exist for this station.
 OM0116
 OM0116.The dynamic height is computed by dividing the NAVD 88
 OM0116.geopotential number by the normal gravity value computed on the
 OM0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0116.degrees latitude (g = 980.6199 gals.).
 OM0116
 OM0116.The modeled gravity was interpolated from observed gravity values.
 OM0116
 OM0116;                    North         East    Units  Estimated Accuracy
 OM0116;SPC WI S     -   113,170.      744,140.      MT  (+/- 180 meters Scaled)
 OM0116
 OM0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN995621(NAD 83)
 OM0116
 OM0116                          SUPERSEDED SURVEY CONTROL
 OM0116
 OM0116  NGVD 29 (??/??/92)  250.343  (m)          821.33   (f) ADJ UNCH    2 0
 OM0116
 OM0116.Superseded values are not recommended for survey control.
 OM0116
 OM0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0116.See file dsdata.pdf to determine how the superseded data were derived.
 OM0116
 OM0116_MARKER: DB = BENCH MARK DISK
 OM0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0116_SP_SET: BUILDING WALL
 OM0116_STAMPING: 822-1903
 OM0116_MARK LOGO: USGS
 OM0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0116
 OM0116  HISTORY     - Date     Condition        Report By
 OM0116  HISTORY     - 1903     MONUMENTED       USGS
 OM0116  HISTORY     - 1934     GOOD             CGS
 OM0116  HISTORY     - 20030317 MARK NOT FOUND   USPSQD
 OM0116
 OM0116                          STATION DESCRIPTION
 OM0116
 OM0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0116'AT WAUKESHA.
 OM0116'VERTICAL MARK IN THE NORTHEAST CORNER OF THE FOX HEAD BREWERY,
 OM0116'57 FEET SOUTH OF THE CENTER LINE OF THE CHICAGO AND NORTHWESTERN
 OM0116'MAIN LINE TRACK, 3 FEET WEST OF THE NORTHEAST CORNER OF THE
 OM0116'BUILDING, 1.5 FOOT ABOVE THE LEVEL OF THE GROUND.
 OM0116
 OM0116                          STATION RECOVERY (2003)
 OM0116
 OM0116'RECOVERY NOTE BY US POWER SQUADRON 2003 (RB)
 OM0116'BREWERY BUILDING IN VERY POOR CONDITION.  MARK NOT FOUND AS HEAVY
 OM0116'FOLIAGE COVERED LOCATION AND PORTIONS NEAR THE BREWERY HAD BEEN
 OM0116'CEMENTED OVER
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI3072 ***********************************************************************
 AI3072  SACS        -  This is a Secondary Airport Control Station.
 AI3072  DESIGNATION -  82C C
 AI3072  PID         -  AI3072
 AI3072  STATE/COUNTY-  WI/JUNEAU
 AI3072  COUNTRY     -  US
 AI3072  USGS QUAD   -  NEW LISBON SOUTH (2018)
 AI3072
 AI3072                         *CURRENT SURVEY CONTROL
 AI3072  ______________________________________________________________________
 AI3072* NAD 83(2011) POSITION- 43 50 28.57631(N) 090 08 29.86948(W)   ADJUSTED
 AI3072* NAD 83(2011) ELLIP HT-   240.934 (meters)        (06/27/12)   ADJUSTED
 AI3072* NAD 83(2011) EPOCH   -  2010.00
 AI3072* NAVD 88 ORTHO HEIGHT -   275.836 (meters)      904.97  (feet) ADJUSTED
 AI3072  ______________________________________________________________________
 AI3072  GEOID HEIGHT    -        -34.910 (meters)                     GEOID18
 AI3072  NAD 83(2011) X  -    -11,390.295 (meters)                     COMP
 AI3072  NAD 83(2011) Y  - -4,607,869.785 (meters)                     COMP
 AI3072  NAD 83(2011) Z  -  4,395,554.932 (meters)                     COMP
 AI3072  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 AI3072  DYNAMIC HEIGHT  -        275.773 (meters)      904.77  (feet) COMP
 AI3072  MODELED GRAVITY -    980,386.2   (mgal)                       NAVD 88
 AI3072
 AI3072  VERT ORDER      -  SECOND    CLASS I
 AI3072
 AI3072  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3072  Standards:
 AI3072         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3072            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3072  -------------------------------------------------------------------
 AI3072  NETWORK    0.28   0.86           0.13   0.09   0.44      0.07143337
 AI3072  -------------------------------------------------------------------
 AI3072  Click here for local accuracies and other accuracy information.
 AI3072
 AI3072.This mark is at Mauston/new Lisbon Airport (82C)
 AI3072
 AI3072.The horizontal coordinates were established by GPS observations
 AI3072.and adjusted by the National Geodetic Survey in June 2012.
 AI3072
 AI3072.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3072.been affixed to the stable North American tectonic plate. See 
 AI3072.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3072
 AI3072.The horizontal coordinates are valid at the epoch date displayed above
 AI3072.which is a decimal equivalence of Year/Month/Day.
 AI3072
 AI3072.The orthometric height was determined by differential leveling and
 AI3072.adjusted by the WI DEPT OF TRANSP
 AI3072.in May 2012.
 AI3072
 AI3072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3072.GEOID18 height accuracy estimate available here.
 AI3072
 AI3072.Click photographs - Photos may exist for this station.
 AI3072
 AI3072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3072
 AI3072.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3072
 AI3072.The ellipsoidal height was determined by GPS observations
 AI3072.and is referenced to NAD 83.
 AI3072
 AI3072.The dynamic height is computed by dividing the NAVD 88
 AI3072.geopotential number by the normal gravity value computed on the
 AI3072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3072.degrees latitude (g = 980.6199 gals.).
 AI3072
 AI3072.The modeled gravity was interpolated from observed gravity values.
 AI3072
 AI3072. The following values were computed from the NAD 83(2011) position.
 AI3072
 AI3072;                    North         East     Units Scale Factor Converg.
 AI3072;SPC WI S     -   204,560.750   588,610.561   MT  0.99996200   -0 05 50.3
 AI3072;SPC WI S     -   671,129.73  1,931,133.15   sFT  0.99996200   -0 05 50.3
 AI3072;UTM  15      - 4,858,215.228   729,781.304   MT  1.00024946   +1 58 50.7
 AI3072
 AI3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3072!SPC WI S     -   0.99996222  x   0.99996200  =   0.99992422
 AI3072!UTM  15      -   0.99996222  x   1.00024946  =   1.00021167
 AI3072
 AI3072:                Primary Azimuth Mark                     Grid Az
 AI3072:SPC WI S     -  FAA 82C B                                137 04 20.0
 AI3072:UTM  15      -  FAA 82C B                                134 59 39.0
 AI3072
 AI3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2978158215(NAD 83)
 AI3072
 AI3072|---------------------------------------------------------------------|
 AI3072| PID    Reference Object                     Distance      Geod. Az  |
 AI3072|                                                           dddmmss.s |
 AI3072| ON1316 FAA 82C B                           467.497 METERS 1365829.7 |
 AI3072|---------------------------------------------------------------------|
 AI3072
 AI3072                          SUPERSEDED SURVEY CONTROL
 AI3072
 AI3072  NAD 83(2007)-  43 50 28.57633(N)    090 08 29.87030(W) AD(2002.00) 0
 AI3072  ELLIP H (02/10/07)  240.965  (m)                       GP(2002.00)    
 AI3072  NAD 83(1997)-  43 50 28.57599(N)    090 08 29.87109(W) AD(       ) 1
 AI3072  ELLIP H (11/17/99)  240.971  (m)                       GP(       ) 4 1
 AI3072  NAVD 88 (04/20/07)  275.823  (m)          904.93   (f) SUPERSEDED  2 1
 AI3072  NAVD 88 (11/17/99)  275.84   (m)  GEOID96  model used  GPS OBS        
 AI3072
 AI3072.Superseded values are not recommended for survey control.
 AI3072
 AI3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3072.See file dsdata.pdf to determine how the superseded data were derived.
 AI3072
 AI3072_MARKER: DD = SURVEY DISK
 AI3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3072_STAMPING: 82C C 1998
 AI3072_MARK LOGO: WIDT
 AI3072_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3072+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2010
 AI3072
 AI3072  HISTORY     - Date     Condition        Report By
 AI3072  HISTORY     - 1999     MONUMENTED       WIDT
 AI3072  HISTORY     - 2004     GOOD             WIDT
 AI3072  HISTORY     - 20100615 GOOD             WIDT
 AI3072
 AI3072                          STATION DESCRIPTION
 AI3072
 AI3072'DESCRIBED BY WI DEPT OF TRANSP 1999 (CAB)
 AI3072'THE STATION IS LOCATED ABOUT 38.65 KM (24.00 MI) NORTHWEST OF
 AI3072'WISCONSIN DELLS, 6.44 KM (4.00 MI) NORTHWEST OF MAUSTON, AND 4.83 KM
 AI3072'(3.00 MI) SOUTHEAST OF NEW LISBON NEAR THE NORTH END OF RUNWAY 14/32
 AI3072'AT THE MAUSTON-NEW LISBON UNION ARIPORT.  OWNERSHIP--CITIES OF MAUSTON
 AI3072'AND NEW LISBON.  AIRPORT MANAGER IS RON BRUNNER, TELEPHONE 608
 AI3072'462-8293.  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 12
 AI3072'AND STATE HIGHWAY 16 (ADAMS STREET) WITH STATE HIGHWAY 80 AND COUNTY
 AI3072'HIGHWAY A (BRIDGE STREET) IN THE CITY OF NEW LISBON, GO SOUTH AND
 AI3072'SOUTHEAST 5.23 KM (3.25 MI) ON HIGHWAYS 12 AND 16 TO SUMIEC ROAD ON
 AI3072'THE RIGHT, TURN RIGHT AND GO WEST AND SOUTH 0.56 KM (0.35 MI) ON
 AI3072'SUMIEC ROAD TO FERDON ROAD ON THE RIGHT, TURN RIGHT AND GO WEST 1.05
 AI3072'KM (0.65 MI) ON FERDON ROAD TO THE AIRPORT ENTRANCE ROAD ON THE LEFT,
 AI3072'TURN LEFT AND GO SOUTH 0.40 KM (0.25 MI) TO A ROAD LEFT, TURN LEFT AND
 AI3072'GO EAST 0.08 KM (0.05 MI) THRU A GATE AND PAST THE AIRPORT OFFICE TO A
 AI3072'TAXIWAY, TURN LEFT AND GO NORTHWEST 0.16 KM (0.10 MI) ALONG THE
 AI3072'TAXIWAY TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WIS DEPT
 AI3072'OF TRANSPORTATION GPS GEODETIC CONTROL STATION DISK STAMPED --82C C
 AI3072'1998-- SET IN THE TOP OF A 40-CM (16-INCH) DIAMETER, 1.8 M (5.9 FT)
 AI3072'DEEP CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI3072'TAXIWAY.  THE STATION IS 18.8 M (61.7 FT) NORTHEAST OF THE CENTERLINE
 AI3072'OF THE TAXIWAY, 76.6 M (251.3 FT) NORTH OF THE CENTERLINE OF THE
 AI3072'ENTRANCE ROAD, 65.9 M (216.2 FT) NORTH OF THE NORTHEAST CORNER OF THE
 AI3072'AIRPORT OFFICE, 54.6 M (179.1 FT) SOUTHWEST OF THE CENTERLINE OF
 AI3072'RUNWAY 14/32, 42.4 M (139.1 FT) WEST OF A WHITE RUNWAY LIGHT, 38.0 M
 AI3072'(124.7 FT) SOUTH-SOUTHWEST OF A BLUE TAXIWAY LIGHT, 26.9 M (88.3 FT)
 AI3072'SOUTHEAST OF THE EDGE OF A SHORT SOUTHWEST/NORTHEAST TAXIWAY, AND 1.05
 AI3072'M (3.44 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THE
 AI3072'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI3072'ABOVE THE HORIZON.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AI3072'CONTROL STATION.
 AI3072
 AI3072                          STATION RECOVERY (2004)
 AI3072
 AI3072'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 AI3072'DESCRIBED BY WI DEPT OF TRANSP 1999 (CAB) THE STATION IS LOCATED ABOUT
 AI3072'38.65 KM (24.00 MI) NORTHWEST OF WISCONSIN DELLS, 6.44 KM (4.00 MI)
 AI3072'NORTHWEST OF MAUSTON, AND 4.83 KM (3.00 MI) SOUTHEAST OF NEW LISBON
 AI3072'NEAR THE NORTH END OF RUNWAY 14/32 AT THE MAUSTON-NEW LISBON UNION
 AI3072'ARIPORT.  OWNERSHIP--CITIES OF MAUSTON AND NEW LISBON.  AIRPORT
 AI3072'MANAGER IS RON BRUNNER, TELEPHONE 608 462-8293.  TO REACH THE STATION
 AI3072'FROM THE INTERSECTION OF US HIGHWAY 12 AND STATE HIGHWAY 16 (ADAMS
 AI3072'STREET) WITH STATE HIGHWAY 80 AND COUNTY HIGHWAY A (BRIDGE STREET) IN
 AI3072'THE CITY OF NEW LISBON, GO SOUTH AND SOUTHEAST 5.23 KM (3.25 MI) ON
 AI3072'HIGHWAYS 12 AND 16 TO SUMIEC ROAD ON THE RIGHT, TURN RIGHT AND GO WEST
 AI3072'AND SOUTH 0.56 KM (0.35 MI) ON SUMIEC ROAD TO FERDON ROAD ON THE
 AI3072'RIGHT, TURN RIGHT AND GO WEST 1.05 KM (0.65 MI) ON FERDON ROAD TO THE
 AI3072'AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH 0.40 KM
 AI3072'(0.25 MI) TO A ROAD LEFT, TURN LEFT AND GO EAST 0.08 KM (0.05 MI) THRU
 AI3072'A GATE AND PAST THE AIRPORT OFFICE TO A TAXIWAY, TURN LEFT AND GO
 AI3072'NORTHWEST 0.16 KM (0.10 MI) ALONG THE TAXIWAY TO THE STATION ON THE
 AI3072'RIGHT.  THE STATION IS A BRONZE WIS DEPT OF TRANSPORTATION GPS
 AI3072'GEODETIC CONTROL STATION DISK STAMPED --82C C 1998-- SET IN THE TOP OF
 AI3072'A 40-CM (16-INCH) DIAMETER, 1.8 M (5.9 FT) DEEP CONCRETE POST FLUSH
 AI3072'WITH THE GROUND AND ABOUT LEVEL WITH THE TAXIWAY.  THE STATION IS 18.8
 AI3072'M (61.7 FT) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY, 76.6 M (251.3
 AI3072'FT) NORTH OF THE CENTERLINE OF THE ENTRANCE ROAD, 65.9 M (216.2 FT)
 AI3072'NORTH OF THE NORTHEAST CORNER OF THE AIRPORT OFFICE, 54.6 M (179.1 FT)
 AI3072'SOUTHWEST OF THE CENTERLINE OF RUNWAY 14/32, 42.4 M (139.1 FT) WEST OF
 AI3072'A WHITE RUNWAY LIGHT, 38.0 M (124.7 FT) SOUTH-SOUTHWEST OF A BLUE
 AI3072'TAXIWAY LIGHT, 26.9 M (88.3 FT) SOUTHEAST OF THE EDGE OF A SHORT
 AI3072'SOUTHWEST/NORTHEAST TAXIWAY, AND 1.05 M (3.44 FT) WEST OF A WHITE
 AI3072'PLASTIC WITNESS POST.  ---NOTE---THE STATION HAS NO VISIBLE
 AI3072'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.  THIS
 AI3072'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AI3072'
 AI3072'RECOVERED AS DESCRIBED.
 AI3072
 AI3072                          STATION RECOVERY (2010)
 AI3072
 AI3072'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 AI3072'RECOVERED IN GOOD CONDITION.  NOTE---THE TOP OF THE DISK IS SCRAPED
 AI3072'REMOVING THE STAMPING.  THE CENTER POINT IS VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI3073 ***********************************************************************
 AI3073  SACS        -  This is a Secondary Airport Control Station.
 AI3073  DESIGNATION -  82C D
 AI3073  PID         -  AI3073
 AI3073  STATE/COUNTY-  WI/JUNEAU
 AI3073  COUNTRY     -  US
 AI3073  USGS QUAD   -  NEW LISBON SOUTH (2018)
 AI3073
 AI3073                         *CURRENT SURVEY CONTROL
 AI3073  ______________________________________________________________________
 AI3073* NAD 83(2011) POSITION- 43 50 09.44503(N) 090 07 58.75719(W)   ADJUSTED
 AI3073* NAD 83(2011) ELLIP HT-   238.036 (meters)        (06/27/12)   ADJUSTED
 AI3073* NAD 83(2011) EPOCH   -  2010.00
 AI3073* NAVD 88 ORTHO HEIGHT -   272.953 (meters)      895.51  (feet) ADJUSTED
 AI3073  ______________________________________________________________________
 AI3073  GEOID HEIGHT    -        -34.927 (meters)                     GEOID18
 AI3073  NAD 83(2011) X  -    -10,696.204 (meters)                     COMP
 AI3073  NAD 83(2011) Y  - -4,608,278.345 (meters)                     COMP
 AI3073  NAD 83(2011) Z  -  4,395,127.013 (meters)                     COMP
 AI3073  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 AI3073  DYNAMIC HEIGHT  -        272.891 (meters)      895.31  (feet) COMP
 AI3073  MODELED GRAVITY -    980,386.5   (mgal)                       NAVD 88
 AI3073
 AI3073  VERT ORDER      -  SECOND    CLASS I
 AI3073
 AI3073  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3073  Standards:
 AI3073         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3073            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3073  -------------------------------------------------------------------
 AI3073  NETWORK    0.26   0.74           0.12   0.08   0.38      0.08358524
 AI3073  -------------------------------------------------------------------
 AI3073  Click here for local accuracies and other accuracy information.
 AI3073
 AI3073.This mark is at Mauston/new Lisbon Airport (82C)
 AI3073
 AI3073.The horizontal coordinates were established by GPS observations
 AI3073.and adjusted by the National Geodetic Survey in June 2012.
 AI3073
 AI3073.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3073.been affixed to the stable North American tectonic plate. See 
 AI3073.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3073
 AI3073.The horizontal coordinates are valid at the epoch date displayed above
 AI3073.which is a decimal equivalence of Year/Month/Day.
 AI3073
 AI3073.The orthometric height was determined by differential leveling and
 AI3073.adjusted by the WI DEPT OF TRANSP
 AI3073.in May 2012.
 AI3073
 AI3073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3073.GEOID18 height accuracy estimate available here.
 AI3073
 AI3073.Click photographs - Photos may exist for this station.
 AI3073
 AI3073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3073
 AI3073.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3073
 AI3073.The ellipsoidal height was determined by GPS observations
 AI3073.and is referenced to NAD 83.
 AI3073
 AI3073.The dynamic height is computed by dividing the NAVD 88
 AI3073.geopotential number by the normal gravity value computed on the
 AI3073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3073.degrees latitude (g = 980.6199 gals.).
 AI3073
 AI3073.The modeled gravity was interpolated from observed gravity values.
 AI3073
 AI3073. The following values were computed from the NAD 83(2011) position.
 AI3073
 AI3073;                    North         East     Units Scale Factor Converg.
 AI3073;SPC WI S     -   203,969.168   589,304.604   MT  0.99996130   -0 05 29.0
 AI3073;SPC WI S     -   669,188.85  1,933,410.19   sFT  0.99996130   -0 05 29.0
 AI3073;UTM  15      - 4,857,649.037   730,496.548   MT  1.00025351   +1 59 11.6
 AI3073
 AI3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3073!SPC WI S     -   0.99996268  x   0.99996130  =   0.99992398
 AI3073!UTM  15      -   0.99996268  x   1.00025351  =   1.00021618
 AI3073
 AI3073:                Primary Azimuth Mark                     Grid Az
 AI3073:SPC WI S     -  FAA 82C B                                303 34 07.2
 AI3073:UTM  15      -  FAA 82C B                                301 29 26.6
 AI3073
 AI3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3049657649(NAD 83)
 AI3073
 AI3073|---------------------------------------------------------------------|
 AI3073| PID    Reference Object                     Distance      Geod. Az  |
 AI3073|                                                           dddmmss.s |
 AI3073| ON1316 FAA 82C B                           450.861 METERS 3032838.2 |
 AI3073|---------------------------------------------------------------------|
 AI3073
 AI3073                          SUPERSEDED SURVEY CONTROL
 AI3073
 AI3073  NAD 83(2007)-  43 50 09.44505(N)    090 07 58.75801(W) AD(2002.00) 0
 AI3073  ELLIP H (02/10/07)  238.068  (m)                       GP(2002.00)    
 AI3073  NAD 83(1997)-  43 50 09.44472(N)    090 07 58.75880(W) AD(       ) 1
 AI3073  ELLIP H (11/17/99)  238.073  (m)                       GP(       ) 4 1
 AI3073  NAVD 88 (04/20/07)  272.940  (m)          895.47   (f) SUPERSEDED  2 1
 AI3073  NAVD 88 (11/17/99)  272.96   (m)  GEOID96  model used  GPS OBS        
 AI3073
 AI3073.Superseded values are not recommended for survey control.
 AI3073
 AI3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3073.See file dsdata.pdf to determine how the superseded data were derived.
 AI3073
 AI3073_MARKER: DD = SURVEY DISK
 AI3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3073_STAMPING: 82C D 1998
 AI3073_MARK LOGO: WIDT
 AI3073_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3073+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2010
 AI3073
 AI3073  HISTORY     - Date     Condition        Report By
 AI3073  HISTORY     - 1999     MONUMENTED       WIDT
 AI3073  HISTORY     - 2004     GOOD             WIDT
 AI3073  HISTORY     - 20100615 GOOD             WIDT
 AI3073
 AI3073                          STATION DESCRIPTION
 AI3073
 AI3073'DESCRIBED BY WI DEPT OF TRANSP 1999 (CAB)
 AI3073'THE STATION IS LOCATED ABOUT 38.65 KM (24.00 MI) NORTHWEST OF
 AI3073'WISCONSIN DELLS, 6.44 KM (4.00 MI) NORTHWEST OF MAUSTON, AND 4.83 KM
 AI3073'(3.00 MI) SOUTHEAST OF NEW LISBON NEAR THE SOUTH END OF RUNWAY 14/32
 AI3073'AT THE MAUSTON-NEW LISBON UNION AIRPORT.  OWNERSHIP--CITIES OF MAUSTON
 AI3073'AND NEW LISBON.  AIRPORT MANAGER IS RON BRUNNER, TELEPHONE
 AI3073'608.462.8293.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12
 AI3073'AND STATE HIGHWAY 16 (ADAMS STREET) WITH STATE HIGHWAY 80 AND COUNTY
 AI3073'HIGHWAY A (BRIDGE STREET) IN THE CITY OF NEW LISBON, GO SOUTH AND
 AI3073'SOUTHEAST 5.23 KM (3.25 MI) ON HIGHWAYS 12 AND 16 TO SUMIEC ROAD ON
 AI3073'THE RIGHT, TURN RIGHT AND GO WEST AND SOUTH 0.40 MI (0.64 KM) ON
 AI3073'SUMIEC ROAD TO FERDON ROAD ON THE RIGHT, CONTINUE SOUTH 0.56 KM (0.35
 AI3073'MI) ON SUMIEC ROAD TO A RAILROAD CROSSING, CONTINUE SOUTH AND
 AI3073'SOUTHWEST 0.24 KM (0.15 MI) ON SUMIEC ROAD TO A LOCKED GATE AT THE
 AI3073'EDGE OF THE APRON, ANGLE LEFT AND GO SOUTH-SOUTHWEST 0.08 KM (0.05 MI)
 AI3073'ON A TAXIWAY TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WIS
 AI3073'DEPT OF TRANSPORTATION GPS GEODETIC CONTROL STATION DISK STAMPED --82C
 AI3073'D 1998-- SET IN THE TOP OF A 40-CM (16-INCH) DIAMETER, 1.8 M (5.9 FT)
 AI3073'DEEP CONCRETE POST ABOUT 2 CM (1 INCH) ABOVE THE GROUND AND ABOUT
 AI3073'LEVEL WITH THE TAXIWAY.  THE STATION IS 17.8 M (58.4 FT) WEST OF THE
 AI3073'CENTERLINE OF THE TAXIWAY, 29.3 M (96.1 FT) SOUTHEAST OF THE EXTENDED
 AI3073'CENTERLINE OF THE SERVICE ROAD TO THE TAXIWAY, 83.9 M (275.3 FT)
 AI3073'NORTHEAST OF THE CENTERLINE OF RUNWAY 14/32, 80.0 M (262.5 FT) SOUTH
 AI3073'OF THE SOUTH CORNER OF THE MORE SOUTHERLY OF TWO HANGERS, 70.5 M
 AI3073'(231.3 FT) SOUTH-SOUTHWEST OF THE MORE SOUTHEASTERLY OF THE TWO WOODEN
 AI3073'GATE POSTS, 65.5 M (214.9 FT) SOUTH OF THE SOUTH CORNER OF A 1.8 M
 AI3073'(5.9 FT) BY 1.8 M (5.9 FT) CONCRETE SLAB SUPPORTING A FUELING STATION,
 AI3073'AND 1.1 M (3.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI3073'---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN
 AI3073'5 DEGREES ABOVE THE HORIZON.  THIS STATION IS DESIGNATED AS A
 AI3073'SECONDARY AIRPORT CONTROL STATION.
 AI3073
 AI3073                          STATION RECOVERY (2004)
 AI3073
 AI3073'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 AI3073'DESCRIBED BY WI DEPT OF TRANSP 1999 (CAB) THE STATION IS LOCATED ABOUT
 AI3073'38.65 KM (24.00 MI) NORTHWEST OF WISCONSIN DELLS, 6.44 KM (4.00 MI)
 AI3073'NORTHWEST OF MAUSTON, AND 4.83 KM (3.00 MI) SOUTHEAST OF NEW LISBON
 AI3073'NEAR THE SOUTH END OF RUNWAY 14/32 AT THE MAUSTON-NEW LISBON UNION
 AI3073'AIRPORT.  OWNERSHIP--CITIES OF MAUSTON AND NEW LISBON.  AIRPORT
 AI3073'MANAGER IS RON BRUNNER, TELEPHONE 608.462.8293.  TO REACH THE STATION
 AI3073'FROM THE JUNCTION OF US HIGHWAY 12 AND STATE HIGHWAY 16 (ADAMS STREET)
 AI3073'WITH STATE HIGHWAY 80 AND COUNTY HIGHWAY A (BRIDGE STREET) IN THE CITY
 AI3073'OF NEW LISBON, GO SOUTH AND SOUTHEAST 5.23 KM (3.25 MI) ON HIGHWAYS 12
 AI3073'AND 16 TO SUMIEC ROAD ON THE RIGHT, TURN RIGHT AND GO WEST AND SOUTH
 AI3073'0.40 MI (0.64 KM) ON SUMIEC ROAD TO FERDON ROAD ON THE RIGHT, CONTINUE
 AI3073'SOUTH 0.56 KM (0.35 MI) ON SUMIEC ROAD TO A RAILROAD CROSSING,
 AI3073'CONTINUE SOUTH AND SOUTHWEST 0.24 KM (0.15 MI) ON SUMIEC ROAD TO A
 AI3073'LOCKED GATE AT THE EDGE OF THE APRON, ANGLE LEFT AND GO
 AI3073'SOUTH-SOUTHWEST 0.08 KM (0.05 MI) ON A TAXIWAY TO THE STATION ON THE
 AI3073'RIGHT.  THE STATION IS A BRONZE WIS DEPT OF TRANSPORTATION GPS
 AI3073'GEODETIC CONTROL STATION DISK STAMPED --82C D 1998-- SET IN THE TOP OF
 AI3073'A 40-CM (16-INCH) DIAMETER, 1.8 M (5.9 FT) DEEP CONCRETE POST ABOUT 2
 AI3073'CM (1 INCH) ABOVE THE GROUND AND ABOUT LEVEL WITH THE TAXIWAY.  THE
 AI3073'STATION IS 17.8 M (58.4 FT) WEST OF THE CENTERLINE OF THE TAXIWAY,
 AI3073'29.3 M (96.1 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF THE SERVICE
 AI3073'ROAD TO THE TAXIWAY, 83.9 M (275.3 FT) NORTHEAST OF THE CENTERLINE OF
 AI3073'RUNWAY 14/32, 80.0 M (262.5 FT) SOUTH OF THE SOUTH CORNER OF THE MORE
 AI3073'SOUTHERLY OF TWO HANGERS, 70.5 M (231.3 FT) SOUTH-SOUTHWEST OF THE
 AI3073'MORE SOUTHEASTERLY OF THE TWO WOODEN GATE POSTS, 65.5 M (214.9 FT)
 AI3073'SOUTH OF THE SOUTH CORNER OF A 1.8 M (5.9 FT) BY 1.8 M (5.9 FT)
 AI3073'CONCRETE SLAB SUPPORTING A FUELING STATION, AND 1.1 M (3.6 FT) EAST OF
 AI3073'A WHITE PLASTIC WITNESS POST. ---NOTE---THE STATION HAS NO VISIBLE
 AI3073'OBSTRUCTION EXTENDING HIGHER THAN 5 DEGREES ABOVE THE HORIZON.  THIS
 AI3073'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AI3073'
 AI3073'RECOVERED AS DESCRIBED.
 AI3073
 AI3073                          STATION RECOVERY (2010)
 AI3073
 AI3073'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 AI3073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9049 ***********************************************************************
 DQ9049  DESIGNATION -  83 1
 DQ9049  PID         -  DQ9049
 DQ9049  STATE/COUNTY-  WI/MANITOWOC
 DQ9049  COUNTRY     -  US
 DQ9049  USGS QUAD   -  MANITOWOC (2018)
 DQ9049
 DQ9049                         *CURRENT SURVEY CONTROL
 DQ9049  ______________________________________________________________________
 DQ9049* NAD 83(2011) POSITION- 44 05 41.20666(N) 087 38 51.72946(W)   ADJUSTED
 DQ9049* NAD 83(2011) ELLIP HT-   142.979 (meters)        (08/18/18)   ADJUSTED
 DQ9049* NAD 83(2011) EPOCH   -  2010.00
 DQ9049* NAVD 88 ORTHO HEIGHT -   179.184 (meters)      587.87  (feet) ADJUSTED
 DQ9049  ______________________________________________________________________
 DQ9049  GEOID HEIGHT    -        -36.194 (meters)                     GEOID18
 DQ9049  NAD 83(2011) X  -    188,319.517 (meters)                     COMP
 DQ9049  NAD 83(2011) Y  - -4,584,390.845 (meters)                     COMP
 DQ9049  NAD 83(2011) Z  -  4,415,760.607 (meters)                     COMP
 DQ9049  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 DQ9049  DYNAMIC HEIGHT  -        179.155 (meters)      587.78  (feet) COMP
 DQ9049  MODELED GRAVITY -    980,452.0   (mgal)                       NAVD 88
 DQ9049
 DQ9049  VERT ORDER      -  SECOND    CLASS I
 DQ9049
 DQ9049  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9049  Standards:
 DQ9049         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9049            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9049  -------------------------------------------------------------------
 DQ9049  NETWORK    0.61   0.84           0.28   0.21   0.43     -0.09450238
 DQ9049  -------------------------------------------------------------------
 DQ9049  Click here for local accuracies and other accuracy information.
 DQ9049
 DQ9049.The horizontal coordinates were established by GPS observations
 DQ9049.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DQ9049
 DQ9049.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9049.been affixed to the stable North American tectonic plate. See 
 DQ9049.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9049
 DQ9049.The horizontal coordinates are valid at the epoch date displayed above
 DQ9049.which is a decimal equivalence of Year/Month/Day.
 DQ9049
 DQ9049.The orthometric height was determined by differential leveling and
 DQ9049.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9049.in September 2018.
 DQ9049
 DQ9049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9049.GEOID18 height accuracy estimate available here.
 DQ9049
 DQ9049.Click photographs - Photos may exist for this station.
 DQ9049
 DQ9049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9049
 DQ9049.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9049
 DQ9049.The ellipsoidal height was determined by GPS observations
 DQ9049.and is referenced to NAD 83.
 DQ9049
 DQ9049.The dynamic height is computed by dividing the NAVD 88
 DQ9049.geopotential number by the normal gravity value computed on the
 DQ9049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9049.degrees latitude (g = 980.6199 gals.).
 DQ9049
 DQ9049.The modeled gravity was interpolated from observed gravity values.
 DQ9049
 DQ9049. The following values were computed from the NAD 83(2011) position.
 DQ9049
 DQ9049;                    North         East     Units Scale Factor Converg.
 DQ9049;SPC WI S     -   235,375.013   788,344.331   MT  1.00000583   +1 36 58.6
 DQ9049;SPC WI S     -   772,226.19  2,586,426.36   sFT  1.00000583   +1 36 58.6
 DQ9049;UTM  16      - 4,882,603.815   448,153.719   MT  0.99963306   -0 27 02.6
 DQ9049
 DQ9049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9049!SPC WI S     -   0.99997758  x   1.00000583  =   0.99998341
 DQ9049!UTM  16      -   0.99997758  x   0.99963306  =   0.99961065
 DQ9049
 DQ9049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4815382603(NAD 83)
 DQ9049
 DQ9049                          SUPERSEDED SURVEY CONTROL
 DQ9049
 DQ9049.No superseded survey control is available for this station.
 DQ9049
 DQ9049_MARKER: DD = SURVEY DISK
 DQ9049_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ9049_SP_SET: BREAK WATER
 DQ9049_STAMPING: 83 1 1983
 DQ9049_MARK LOGO: USACE
 DQ9049_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9049+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2018
 DQ9049
 DQ9049  HISTORY     - Date     Condition        Report By
 DQ9049  HISTORY     - 1983     MONUMENTED       USACE
 DQ9049  HISTORY     - 20180619 GOOD             WIDT
 DQ9049
 DQ9049                          STATION DESCRIPTION
 DQ9049
 DQ9049'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9049'THE STATION IS LOCATED IN THE CITY OF MANITOWOC AT THE MANITOWOC
 DQ9049'HARBOR, ABOUT 24 MI (38.6 KM) NORTH OF SHEBOYGAN AND 5.5 MI (8.8 KM)
 DQ9049'SOUTHWEST OF TWO RIVERS.
 DQ9049'
 DQ9049'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 (MARSHALL
 DQ9049'STREET) WITH US HIGHWAY 10 (10TH STREET) IN THE CITY OF MANITOWOC, GO
 DQ9049'EAST ON MARSHALL STREET FOR 0.1 MI (0.2 KM) TO EIGHTH STREET.  TURN
 DQ9049'LEFT AND GO NORTH ON US HIGHWAY 151 (8TH STREET) FOR 0.4 MI (0.6 KM)
 DQ9049'TO MARITIME DRIVE.  TURN RIGHT AND GO EAST ON MARITIME DRIVE FOR 0.2
 DQ9049'MI (0.3 KM), THEN CURVE LEFT AND CONTINUE NORTH ON MARITIME DRIVE FOR
 DQ9049'0.5 MI (0.8 KM) TO AN ASPHALT PARKING AREA ON THE RIGHT.
 DQ9049'
 DQ9049'THE STATION IS 3.6 M (11.8 FT) EAST OF THE TOP OF A SET OF FIVE
 DQ9049'CONCRETE STEPS LEADING DOWN TO A PIER WITH A NAVIGATION SIGNAL, 1.7 M
 DQ9049'(5.6 FT) SOUTH OF AN EXPANSION JOINT IN THE CONCRETE WALKWAY, 1.5 M
 DQ9049'(4.9 FT) WEST OF AN EXPANSION JOINT IN THE CONCRETE WALKWAY AND 1.4 M
 DQ9049'(4.6 FT) NORTH OF THE EAST END OF A BLUE METAL RAILING.
 DQ9049'
 DQ9049'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9049'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9051 ***********************************************************************
 DQ9051  DESIGNATION -  83 2
 DQ9051  PID         -  DQ9051
 DQ9051  STATE/COUNTY-  WI/MANITOWOC
 DQ9051  COUNTRY     -  US
 DQ9051  USGS QUAD   -  MANITOWOC (2018)
 DQ9051
 DQ9051                         *CURRENT SURVEY CONTROL
 DQ9051  ______________________________________________________________________
 DQ9051* NAD 83(1986) POSITION- 44 05 42.24   (N) 087 38 59.11   (W)   HD_HELD1
 DQ9051* NAVD 88 ORTHO HEIGHT -   178.138 (meters)      584.44  (feet) ADJUSTED
 DQ9051  ______________________________________________________________________
 DQ9051  GEOID HEIGHT    -        -36.193 (meters)                     GEOID18
 DQ9051  DYNAMIC HEIGHT  -        178.109 (meters)      584.35  (feet) COMP
 DQ9051  MODELED GRAVITY -    980,452.0   (mgal)                       NAVD 88
 DQ9051
 DQ9051  VERT ORDER      -  SECOND    CLASS I
 DQ9051
 DQ9051.The horizontal coordinates were determined by differentially corrected
 DQ9051.hand held GPS observations or other comparable positioning techniques
 DQ9051.and have an estimated accuracy of +/- 3 meters.
 DQ9051
 DQ9051.The orthometric height was determined by differential leveling and
 DQ9051.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9051.in September 2018.
 DQ9051
 DQ9051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9051.GEOID18 height accuracy estimate available here.
 DQ9051
 DQ9051.Click photographs - Photos may exist for this station.
 DQ9051
 DQ9051.The dynamic height is computed by dividing the NAVD 88
 DQ9051.geopotential number by the normal gravity value computed on the
 DQ9051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9051.degrees latitude (g = 980.6199 gals.).
 DQ9051
 DQ9051.The modeled gravity was interpolated from observed gravity values.
 DQ9051
 DQ9051;                    North         East    Units  Estimated Accuracy
 DQ9051;SPC WI S     -   235,402.3     788,179.3     MT  (+/- 3 meters HH1 GPS) 
 DQ9051
 DQ9051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4798982636(NAD 83)
 DQ9051
 DQ9051                          SUPERSEDED SURVEY CONTROL
 DQ9051
 DQ9051.No superseded survey control is available for this station.
 DQ9051
 DQ9051_MARKER: DD = SURVEY DISK
 DQ9051_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ9051_SP_SET: BREAK WATER
 DQ9051_STAMPING: 83 2 1983
 DQ9051_MARK LOGO: USACE
 DQ9051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9051+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2018
 DQ9051
 DQ9051  HISTORY     - Date     Condition        Report By
 DQ9051  HISTORY     - 1983     MONUMENTED       USACE
 DQ9051  HISTORY     - 20180619 GOOD             WIDT
 DQ9051
 DQ9051                          STATION DESCRIPTION
 DQ9051
 DQ9051'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9051'THE STATION IS LOCATED IN THE CITY OF MANITOWOC AT THE MANITOWOC
 DQ9051'HARBOR, ABOUT 24 MI (38.6 KM) NORTH OF SHEBOYGAN AND 5.5 MI (8.8 KM)
 DQ9051'SOUTHWEST OF TWO RIVERS.
 DQ9051'
 DQ9051'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 (MARSHALL
 DQ9051'STREET) WITH US HIGHWAY 10 (10TH STREET) IN THE CITY OF MANITOWOC, GO
 DQ9051'EAST ON MARSHALL STREET FOR 0.1 MI (0.2 KM) TO EIGHTH STREET.  TURN
 DQ9051'LEFT AND GO NORTH ON US HIGHWAY 151 (8TH STREET) FOR 0.4 MI (0.6 KM)
 DQ9051'TO MARITIME DRIVE.  TURN RIGHT AND GO EAST THEN NORTHEAST ON MARITIME
 DQ9051'DRIVE FOR 0.35 MI (0.56 KM) TO DRIVEWAY LEADING EAST TO A PUBLIC BOAT
 DQ9051'LAUNCH ON THE RIGHT.  THE MARK IS SOUTHEAST OF THE BOAT LAUNCH AREA,
 DQ9051'APPROXIMATELY 208 M (682.4 FT) EAST OF MARITIME DRIVE.
 DQ9051'
 DQ9051'THE STATION IS 40.6 M (133.2 FT) EAST OF A LIGHT POLE -3F0090-, 1.95 M
 DQ9051'(6.4 FT) NORTH OF THE SOUTH EDGE OF THE CONCRETE DOCK WALL, 1.95 M
 DQ9051'(6.4 FT) SOUTH OF THE NORTH EDGE OF THE CONCRETE DOCK WALL AND 1.8 M
 DQ9051'(5.9 FT) NORTHEAST OF THE EAST END OF A BLUE METAL RAILING.
 DQ9051'
 DQ9051'NOTE-THIS STATION IS OBSTRUCTED BY A TREE TO THE WEST-NORTHWEST
 DQ9051'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0844 ***********************************************************************
 PN0844  DESIGNATION -  83 6
 PN0844  PID         -  PN0844
 PN0844  STATE/COUNTY-  WI/BROWN
 PN0844  COUNTRY     -  US
 PN0844  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0844
 PN0844                         *CURRENT SURVEY CONTROL
 PN0844  ______________________________________________________________________
 PN0844* NAD 83(1986) POSITION- 44 31 02.7    (N) 088 00 54.6    (W)   HD_HELD2
 PN0844* NAVD 88 ORTHO HEIGHT -   179.957 (meters)      590.41  (feet) ADJUSTED
 PN0844  ______________________________________________________________________
 PN0844  GEOID HEIGHT    -        -36.242 (meters)                     GEOID18
 PN0844  DYNAMIC HEIGHT  -        179.934 (meters)      590.33  (feet) COMP
 PN0844  MODELED GRAVITY -    980,489.1   (mgal)                       NAVD 88
 PN0844
 PN0844  VERT ORDER      -  FIRST     CLASS II
 PN0844
 PN0844.The horizontal coordinates were established by autonomous hand held GPS
 PN0844.observations and have an estimated accuracy of +/- 10 meters.
 PN0844
 PN0844.The orthometric height was determined by differential leveling and
 PN0844.adjusted by the NATIONAL GEODETIC SURVEY
 PN0844.in June 1991.
 PN0844
 PN0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0844.GEOID18 height accuracy estimate available here.
 PN0844
 PN0844.Click photographs - Photos may exist for this station.
 PN0844
 PN0844.The dynamic height is computed by dividing the NAVD 88
 PN0844.geopotential number by the normal gravity value computed on the
 PN0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0844.degrees latitude (g = 980.6199 gals.).
 PN0844
 PN0844.The modeled gravity was interpolated from observed gravity values.
 PN0844
 PN0844;                    North         East    Units  Estimated Accuracy
 PN0844;SPC WI C     -    77,942.      757,784.      MT  (+/- 10 meters HH2 GPS)
 PN0844
 PN0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1932029844(NAD 83)
 PN0844
 PN0844                          SUPERSEDED SURVEY CONTROL
 PN0844
 PN0844.No superseded survey control is available for this station.
 PN0844
 PN0844_MARKER: DD = SURVEY DISK
 PN0844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PN0844_SP_SET: RETAINING WALL
 PN0844_STAMPING: 83 6 83
 PN0844_MARK LOGO: USACE
 PN0844_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0844+STABILITY: SURFACE MOTION
 PN0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0844+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1994
 PN0844
 PN0844  HISTORY     - Date     Condition        Report By
 PN0844  HISTORY     - 1983     MONUMENTED       USACE
 PN0844  HISTORY     - 1985     GOOD             NGS
 PN0844  HISTORY     - 19940504 GOOD             WI-009
 PN0844  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 PN0844  HISTORY     - 20040701 MARK NOT FOUND   USPSQD
 PN0844  HISTORY     - 20050803 MARK NOT FOUND   WIDT
 PN0844
 PN0844                          STATION DESCRIPTION
 PN0844
 PN0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0844'IN GREEN BAY.
 PN0844'IN GREEN BAY, IN THE SOUTH END OF THE EAST CONCRETE RETAINER OF THE
 PN0844'EAST ABUTMENT OF THE DOUSMAN STREET BRIDGE OVER THE FOX RIVER, 10.4 M
 PN0844'(34.1 FT) WEST OF THE WEST CURB OF WASHINGTON WAY, 4.3 M (14.1 FT)
 PN0844'SOUTH OF THE SOUTH CURB OF THE STREET, 2.0 M (6.6 FT) NORTH OF THE
 PN0844'SOUTH EDGE OF THE RETAINING WALL, AND 1.4 M (4.6 FT) EAST OF THE WEST
 PN0844'EDGE OF THE RETAINING WALL.
 PN0844'THE MARK IS ABOVE LEVEL WITH THE STREET.
 PN0844
 PN0844                          STATION RECOVERY (1994)
 PN0844
 PN0844'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0844'RECOVERED AS DESCRIBED.
 PN0844
 PN0844                          STATION RECOVERY (2002)
 PN0844
 PN0844'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0844'NOT RECOVERED.  THE BRIDGE AND SURROUNDING AREA WAS REBUILT IN 1996
 PN0844'AND ALL SURROUNDING LAND HAS BEEN RE-LANDSCAPED AS PARK LAND AND
 PN0844'PEDESTRIAN WALKWAYS.  STATION MAY HAVE BEEN REMOVED.
 PN0844
 PN0844                          STATION RECOVERY (2004)
 PN0844
 PN0844'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0844'MARKER NOT FOUND, BUT FOUND CROSS IN SIDEWALK WHERE MARKER SHOULD BE.
 PN0844'MY GPS READ  44 31 068  088 00 836. CLOSE TO LISTED.
 PN0844
 PN0844                          STATION RECOVERY (2005)
 PN0844
 PN0844'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0844'NOT FOUND.  ADD--NOTE SIDEWALK WAS REPLACED WHEN THE BRIDGE WORK WAS
 PN0844'DONE IN THE AREA.  FOUND THE PREVIOUSLY DESCRIBED X IN SIDEWALK, IT IS
 PN0844'LABELED CP 1000 AND IS MOST LIKELY A CITY OF GREEN BAY CONTROL POINT,
 PN0844'AS THERE ARE MULTIPLE X'S CUT IN THE SIDEWALK IN THIS AREA THAT ARE
 PN0844'ALSO LABELED CONTROL POINTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0245 ***********************************************************************
 PO0245  DESIGNATION -  83 S 923 A
 PO0245  PID         -  PO0245
 PO0245  STATE/COUNTY-  WI/JACKSON
 PO0245  COUNTRY     -  US
 PO0245  USGS QUAD   -  HIXTON (2018)
 PO0245
 PO0245                         *CURRENT SURVEY CONTROL
 PO0245  ______________________________________________________________________
 PO0245* NAD 83(1986) POSITION- 44 23 09.     (N) 091 00 15.     (W)   SCALED
 PO0245* NAVD 88 ORTHO HEIGHT -   281.300 (meters)      922.90  (feet) ADJUSTED
 PO0245  ______________________________________________________________________
 PO0245  GEOID HEIGHT    -        -32.280 (meters)                     GEOID18
 PO0245  DYNAMIC HEIGHT  -        281.257 (meters)      922.76  (feet) COMP
 PO0245  MODELED GRAVITY -    980,458.1   (mgal)                       NAVD 88
 PO0245
 PO0245  VERT ORDER      -  SECOND    CLASS 0
 PO0245
 PO0245.The horizontal coordinates were scaled from a map and have
 PO0245.an estimated accuracy of +/- 6 seconds.
 PO0245
 PO0245.The orthometric height was determined by differential leveling and
 PO0245.adjusted by the NATIONAL GEODETIC SURVEY
 PO0245.in June 1991.
 PO0245
 PO0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0245.GEOID18 height accuracy estimate available here.
 PO0245
 PO0245.Click photographs - Photos may exist for this station.
 PO0245
 PO0245.The dynamic height is computed by dividing the NAVD 88
 PO0245.geopotential number by the normal gravity value computed on the
 PO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0245.degrees latitude (g = 980.6199 gals.).
 PO0245
 PO0245.The modeled gravity was interpolated from observed gravity values.
 PO0245
 PO0245;                    North         East    Units  Estimated Accuracy
 PO0245;SPC WI C     -    61,890.      519,990.      MT  (+/- 180 meters Scaled)
 PO0245
 PO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK589166(NAD 83)
 PO0245
 PO0245                          SUPERSEDED SURVEY CONTROL
 PO0245
 PO0245  NGVD 29 (??/??/92)  281.30   (m)          922.9    (f) COMPUTED    2 0
 PO0245
 PO0245.Superseded values are not recommended for survey control.
 PO0245
 PO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0245.See file dsdata.pdf to determine how the superseded data were derived.
 PO0245
 PO0245_MARKER: DD = SURVEY DISK
 PO0245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PO0245_SP_SET: CULVERT
 PO0245_MARK LOGO: USGS
 PO0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0245+STABILITY: SURFACE MOTION
 PO0245
 PO0245  HISTORY     - Date     Condition        Report By
 PO0245  HISTORY     - UNK      MONUMENTED       USGS
 PO0245  HISTORY     - 1934     POOR             CGS
 PO0245  HISTORY     - 20031118 MARK NOT FOUND   WIDT
 PO0245
 PO0245                          STATION DESCRIPTION
 PO0245
 PO0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0245'IN HIXTON.
 PO0245'IN HIXTON 290 FEET WEST OF JUNCTION OF STATE HIGHWAYS NOS. 95
 PO0245'AND 27 20 FEET SOUTH OF CENTER OF MAIN STREET IN CONCRETE
 PO0245'SEWER CULVERT NOTE-- THIS DISK IS NICKED QUITE BADLY ON ONE SIDE
 PO0245'AND LOOKS AS THOUGH IT HAD BEEN RUN OVER BY ROAD SCRAPER.
 PO0245
 PO0245                          STATION RECOVERY (2003)
 PO0245
 PO0245'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0736 ***********************************************************************
 NH0736  DESIGNATION -  834
 NH0736  PID         -  NH0736
 NH0736  STATE/COUNTY-  WI/LAFAYETTE
 NH0736  COUNTRY     -  US
 NH0736  USGS QUAD   -  BLANCHARDVILLE (2018)
 NH0736
 NH0736                         *CURRENT SURVEY CONTROL
 NH0736  ______________________________________________________________________
 NH0736* NAD 83(1986) POSITION- 42 48 33.     (N) 089 51 48.     (W)   SCALED
 NH0736* NAVD 88 ORTHO HEIGHT -   253.926 (meters)      833.09  (feet) ADJUSTED
 NH0736  ______________________________________________________________________
 NH0736  GEOID HEIGHT    -        -33.766 (meters)                     GEOID18
 NH0736  DYNAMIC HEIGHT  -        253.849 (meters)      832.84  (feet) COMP
 NH0736  MODELED GRAVITY -    980,310.8   (mgal)                       NAVD 88
 NH0736
 NH0736  VERT ORDER      -  FIRST     CLASS II
 NH0736
 NH0736.The horizontal coordinates were scaled from a map and have
 NH0736.an estimated accuracy of +/- 6 seconds.
 NH0736
 NH0736.The orthometric height was determined by differential leveling and
 NH0736.adjusted by the NATIONAL GEODETIC SURVEY
 NH0736.in June 1991.
 NH0736
 NH0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0736.GEOID18 height accuracy estimate available here.
 NH0736
 NH0736.Click photographs - Photos may exist for this station.
 NH0736
 NH0736.The dynamic height is computed by dividing the NAVD 88
 NH0736.geopotential number by the normal gravity value computed on the
 NH0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0736.degrees latitude (g = 980.6199 gals.).
 NH0736
 NH0736.The modeled gravity was interpolated from observed gravity values.
 NH0736
 NH0736;                    North         East    Units  Estimated Accuracy
 NH0736;SPC WI S     -    89,900.      611,180.      MT  (+/- 180 meters Scaled)
 NH0736
 NH0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN658436(NAD 83)
 NH0736
 NH0736                          SUPERSEDED SURVEY CONTROL
 NH0736
 NH0736  NGVD 29 (??/??/92)  254.017  (m)          833.39   (f) ADJ UNCH    1 2
 NH0736
 NH0736.Superseded values are not recommended for survey control.
 NH0736
 NH0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0736.See file dsdata.pdf to determine how the superseded data were derived.
 NH0736
 NH0736_MARKER: P = PIPE CAP
 NH0736_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0736_STAMPING: 834 WIS 1919
 NH0736_MARK LOGO: USGS
 NH0736_MAGNETIC: P = MARKER IS A STEEL PIPE
 NH0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0736
 NH0736  HISTORY     - Date     Condition        Report By
 NH0736  HISTORY     - 1919     MONUMENTED       USGS
 NH0736  HISTORY     - 1920     GOOD             CGS
 NH0736  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 NH0736  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 NH0736
 NH0736                          STATION DESCRIPTION
 NH0736
 NH0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0736'AT BLANCHARDVILLE.
 NH0736'AT BLANCHARDVILLE, LAFAYETTE COUNTY, ON THE ABANDONED ILLINOIS
 NH0736'CENTRAL RR, 80 YDS W OF THE MAIN ST CROSSING, 50 FT S OF THE
 NH0736'CENTER LINE OF THE ROADBED, AT THE NW CORNER OF LOCUST AND
 NH0736'OLSON STS., AT THE W SIDE OF LOCUST ST., AND 7.8 FT E OF THE
 NH0736'N CORNER OF THE TOWN HALL.  A USGS STANDARD CAP, STAMPED
 NH0736'843 WIS 1919 AND RIVETED ON THE TOP OF A 3-1/2-IN IRON PIPE.
 NH0736
 NH0736                          STATION RECOVERY (1996)
 NH0736
 NH0736'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0736'MARK NOT FOUND.
 NH0736
 NH0736                          STATION RECOVERY (1998)
 NH0736
 NH0736'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0736'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0205 ***********************************************************************
 PO0205  DESIGNATION -  840
 PO0205  PID         -  PO0205
 PO0205  STATE/COUNTY-  WI/CHIPPEWA
 PO0205  COUNTRY     -  US
 PO0205  USGS QUAD   -  CHIPPEWA FALLS (2018)
 PO0205
 PO0205                         *CURRENT SURVEY CONTROL
 PO0205  ______________________________________________________________________
 PO0205* NAD 83(1986) POSITION- 44 56 09.     (N) 091 23 37.     (W)   SCALED
 PO0205* NAVD 88 ORTHO HEIGHT -   255.865 (meters)      839.45  (feet) ADJUSTED
 PO0205  ______________________________________________________________________
 PO0205  GEOID HEIGHT    -        -30.987 (meters)                     GEOID18
 PO0205  DYNAMIC HEIGHT  -        255.842 (meters)      839.38  (feet) COMP
 PO0205  MODELED GRAVITY -    980,518.2   (mgal)                       NAVD 88
 PO0205
 PO0205  VERT ORDER      -  SECOND    CLASS 0
 PO0205
 PO0205.The horizontal coordinates were scaled from a map and have
 PO0205.an estimated accuracy of +/- 6 seconds.
 PO0205
 PO0205.The orthometric height was determined by differential leveling and
 PO0205.adjusted by the NATIONAL GEODETIC SURVEY
 PO0205.in June 1991.
 PO0205
 PO0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0205.GEOID18 height accuracy estimate available here.
 PO0205
 PO0205.Click photographs - Photos may exist for this station.
 PO0205
 PO0205.The dynamic height is computed by dividing the NAVD 88
 PO0205.geopotential number by the normal gravity value computed on the
 PO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0205.degrees latitude (g = 980.6199 gals.).
 PO0205
 PO0205.The modeled gravity was interpolated from observed gravity values.
 PO0205
 PO0205;                    North         East    Units  Estimated Accuracy
 PO0205;SPC WI C     -   123,450.      490,010.      MT  (+/- 180 meters Scaled)
 PO0205
 PO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK267770(NAD 83)
 PO0205
 PO0205                          SUPERSEDED SURVEY CONTROL
 PO0205
 PO0205  NGVD 29 (??/??/92)  255.855  (m)          839.42   (f) ADJ UNCH    2 0
 PO0205
 PO0205.Superseded values are not recommended for survey control.
 PO0205
 PO0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0205.See file dsdata.pdf to determine how the superseded data were derived.
 PO0205
 PO0205_MARKER: DB = BENCH MARK DISK
 PO0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0205_SP_SET: BUILDING
 PO0205_STAMPING: 840 EC
 PO0205_MARK LOGO: USGS
 PO0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0205
 PO0205  HISTORY     - Date     Condition        Report By
 PO0205  HISTORY     - 1903     MONUMENTED       USGS
 PO0205  HISTORY     - 1934     GOOD             CGS
 PO0205  HISTORY     - 1959     MARK NOT FOUND   LOCSUR
 PO0205
 PO0205                          STATION DESCRIPTION
 PO0205
 PO0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0205'IN CHIPPEWA FALLS.
 PO0205'IN CHIPPEWA SET IN SOUTHEAST CORNER OF CITY HALL BUILDING AT
 PO0205'CHIPPEWA FALLS 1 FOOT ABOVE WALK 1 FOOT WEST OF SOUTHEAST CORNER
 PO0205'OF BUILDING.
 PO0205
 PO0205                          STATION RECOVERY (1959)
 PO0205
 PO0205'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 PO0205'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9050 ***********************************************************************
 DQ9050  DESIGNATION -  85 14
 DQ9050  PID         -  DQ9050
 DQ9050  STATE/COUNTY-  WI/MANITOWOC
 DQ9050  COUNTRY     -  US
 DQ9050  USGS QUAD   -  MANITOWOC (2018)
 DQ9050
 DQ9050                         *CURRENT SURVEY CONTROL
 DQ9050  ______________________________________________________________________
 DQ9050* NAD 83(1986) POSITION- 44 05 32.70   (N) 087 39 06.15   (W)   HD_HELD1
 DQ9050* NAVD 88 ORTHO HEIGHT -   179.217 (meters)      587.98  (feet) ADJUSTED
 DQ9050  ______________________________________________________________________
 DQ9050  GEOID HEIGHT    -        -36.191 (meters)                     GEOID18
 DQ9050  DYNAMIC HEIGHT  -        179.187 (meters)      587.88  (feet) COMP
 DQ9050  MODELED GRAVITY -    980,451.5   (mgal)                       NAVD 88
 DQ9050
 DQ9050  VERT ORDER      -  SECOND    CLASS I
 DQ9050
 DQ9050.The horizontal coordinates were determined by differentially corrected
 DQ9050.hand held GPS observations or other comparable positioning techniques
 DQ9050.and have an estimated accuracy of +/- 3 meters.
 DQ9050
 DQ9050.The orthometric height was determined by differential leveling and
 DQ9050.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9050.in September 2018.
 DQ9050
 DQ9050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9050.GEOID18 height accuracy estimate available here.
 DQ9050
 DQ9050.Click photographs - Photos may exist for this station.
 DQ9050
 DQ9050.The dynamic height is computed by dividing the NAVD 88
 DQ9050.geopotential number by the normal gravity value computed on the
 DQ9050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9050.degrees latitude (g = 980.6199 gals.).
 DQ9050
 DQ9050.The modeled gravity was interpolated from observed gravity values.
 DQ9050
 DQ9050;                    North         East    Units  Estimated Accuracy
 DQ9050;SPC WI S     -   235,103.5     788,031.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9050
 DQ9050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4783082343(NAD 83)
 DQ9050
 DQ9050                          SUPERSEDED SURVEY CONTROL
 DQ9050
 DQ9050.No superseded survey control is available for this station.
 DQ9050
 DQ9050_MARKER: DD = SURVEY DISK
 DQ9050_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ9050_SP_SET: BREAK WATER
 DQ9050_STAMPING: 85 14 1985
 DQ9050_MARK LOGO: USACE
 DQ9050_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9050+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2018
 DQ9050
 DQ9050  HISTORY     - Date     Condition        Report By
 DQ9050  HISTORY     - 1985     MONUMENTED       USACE
 DQ9050  HISTORY     - 20180614 GOOD             WIDT
 DQ9050
 DQ9050                          STATION DESCRIPTION
 DQ9050
 DQ9050'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9050'THE STATION IS LOCATED IN THE CITY OF MANITOWOC AT THE MANITOWOC
 DQ9050'HARBOR, ABOUT 24 MI (38.6 KM) NORTH OF SHEBOYGAN AND 5.5 MI (8.8 KM)
 DQ9050'SOUTHWEST OF TWO RIVERS.
 DQ9050'
 DQ9050'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 (MARSHALL
 DQ9050'STREET) WITH US HIGHWAY 10 (10TH STREET) IN THE CITY OF MANITOWOC, GO
 DQ9050'EAST ON MARSHALL STREET FOR 0.1 MI (0.2 KM) TO EIGHTH STREET.  TURN
 DQ9050'LEFT AND GO NORTH ON US HIGHWAY 151 (8TH STREET) FOR 0.4 MI (0.6 KM)
 DQ9050'TO MARITIME DRIVE.  TURN RIGHT AND GO EAST ON MARITIME DRIVE FOR 0.15
 DQ9050'MI (0.24 KM) TO A PARKING AREA ADJACENT TO A HOTEL AND CONFERENCE
 DQ9050'CENTER ON THE RIGHT.
 DQ9050'
 DQ9050'THE MARK IS 3.7 M (12.1 FT) NORTHEAST OF A STEEL POLE FOR A NAVIGATION
 DQ9050'SIGNAL, 3.2 M (10.5 FT) NORTHWEST OF THE NORTHERN CHANNEL POST FOR A
 DQ9050'-SLOW NO WAKE- SIGN, 1.0 M (3.3 FT) SOUTH OF THE NORTH EDGE OF
 DQ9050'CONCRETE, 1.0 M (3.3 FT) NORTH OF THE SOUTH EDGE OF CONCRETE AND 0.6 M
 DQ9050'(2.0 FT) EAST OF THE EDGE CONCRETE OF THE TOP STEP OF THE LANDING.
 DQ9050'
 DQ9050'NOTE-  THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS SURVEY DISK
 DQ9050'SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE ELEVATED LANDING.
 DQ9050'
 DQ9050'NOTE-THIS STATION IS OBSTRUCTED BY THE REFERENCED NAVIGATION SIGNAL
 DQ9050'LIGHT POLE TO THE SOUTHEAST EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0741 ***********************************************************************
 NH0741  DESIGNATION -  854
 NH0741  PID         -  NH0741
 NH0741  STATE/COUNTY-  WI/IOWA
 NH0741  COUNTRY     -  US
 NH0741  USGS QUAD   -  HOLLANDALE (2018)
 NH0741
 NH0741                         *CURRENT SURVEY CONTROL
 NH0741  ______________________________________________________________________
 NH0741* NAD 83(1986) POSITION- 42 52 38.     (N) 089 56 06.     (W)   SCALED
 NH0741* NAVD 88 ORTHO HEIGHT -   260.049 (meters)      853.18  (feet) ADJUSTED
 NH0741  ______________________________________________________________________
 NH0741  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 NH0741  DYNAMIC HEIGHT  -        259.972 (meters)      852.92  (feet) COMP
 NH0741  MODELED GRAVITY -    980,318.4   (mgal)                       NAVD 88
 NH0741
 NH0741  VERT ORDER      -  FIRST     CLASS II
 NH0741
 NH0741.The horizontal coordinates were scaled from a map and have
 NH0741.an estimated accuracy of +/- 6 seconds.
 NH0741
 NH0741.The orthometric height was determined by differential leveling and
 NH0741.adjusted by the NATIONAL GEODETIC SURVEY
 NH0741.in June 1991.
 NH0741
 NH0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0741.GEOID18 height accuracy estimate available here.
 NH0741
 NH0741.Click photographs - Photos may exist for this station.
 NH0741
 NH0741.The dynamic height is computed by dividing the NAVD 88
 NH0741.geopotential number by the normal gravity value computed on the
 NH0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0741.degrees latitude (g = 980.6199 gals.).
 NH0741
 NH0741.The modeled gravity was interpolated from observed gravity values.
 NH0741
 NH0741;                    North         East    Units  Estimated Accuracy
 NH0741;SPC WI S     -    97,450.      605,310.      MT  (+/- 180 meters Scaled)
 NH0741
 NH0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN602513(NAD 83)
 NH0741
 NH0741                          SUPERSEDED SURVEY CONTROL
 NH0741
 NH0741  NGVD 29 (??/??/92)  260.136  (m)          853.46   (f) ADJ UNCH    1 2
 NH0741
 NH0741.Superseded values are not recommended for survey control.
 NH0741
 NH0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0741.See file dsdata.pdf to determine how the superseded data were derived.
 NH0741
 NH0741_MARKER: P = PIPE CAP
 NH0741_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0741_STAMPING: 854 WIS 1919
 NH0741_MARK LOGO: USGS
 NH0741_MAGNETIC: P = MARKER IS A STEEL PIPE
 NH0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0741
 NH0741  HISTORY     - Date     Condition        Report By
 NH0741  HISTORY     - 1919     MONUMENTED       USGS
 NH0741  HISTORY     - 1920     GOOD             CGS
 NH0741  HISTORY     - 20060420 MARK NOT FOUND   JCLS
 NH0741
 NH0741                          STATION DESCRIPTION
 NH0741
 NH0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0741'AT HOLLANDALE.
 NH0741'AT HOLLANDALE, IOWA COUNTY, 300 FT W AND 150 FT N OF THE SITE OF THE
 NH0741'ILLINOIS CENTRAL RR STATION, 35 FT W OF THE SITE OF A STOCK
 NH0741'SHED AT THE N SIDE OF THE ROADBED, AND 3-1/2 FT N OF A RIGHT-OF-WAY
 NH0741'CORNER.  A USGS STANDARD CAP, STAMPED 854 WIS 1919 AND RIVETED
 NH0741'ON THE TOP OF A 3-1/2-IN IRON PIPE.
 NH0741
 NH0741                          STATION RECOVERY (2006)
 NH0741
 NH0741'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 NH0741'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0396 ***********************************************************************
 OM0396  DESIGNATION -  857
 OM0396  PID         -  OM0396
 OM0396  STATE/COUNTY-  WI/COLUMBIA
 OM0396  COUNTRY     -  US
 OM0396  USGS QUAD   -  POYNETTE (2018)
 OM0396
 OM0396                         *CURRENT SURVEY CONTROL
 OM0396  ______________________________________________________________________
 OM0396* NAD 83(1986) POSITION- 43 23 32.5    (N) 089 24 09.3    (W)   HD_HELD2
 OM0396* NAVD 88 ORTHO HEIGHT -   259.969 (meters)      852.92  (feet) ADJUSTED
 OM0396  ______________________________________________________________________
 OM0396  GEOID HEIGHT    -        -35.100 (meters)                     GEOID18
 OM0396  DYNAMIC HEIGHT  -        259.905 (meters)      852.71  (feet) COMP
 OM0396  MODELED GRAVITY -    980,367.3   (mgal)                       NAVD 88
 OM0396
 OM0396  VERT ORDER      -  SECOND    CLASS 0
 OM0396
 OM0396.The horizontal coordinates were established by autonomous hand held GPS
 OM0396.observations and have an estimated accuracy of +/- 10 meters.
 OM0396
 OM0396.The orthometric height was determined by differential leveling and
 OM0396.adjusted by the NATIONAL GEODETIC SURVEY
 OM0396.in June 1991.
 OM0396
 OM0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0396.GEOID18 height accuracy estimate available here.
 OM0396
 OM0396.Click photographs - Photos may exist for this station.
 OM0396
 OM0396.The dynamic height is computed by dividing the NAVD 88
 OM0396.geopotential number by the normal gravity value computed on the
 OM0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0396.degrees latitude (g = 980.6199 gals.).
 OM0396
 OM0396.The modeled gravity was interpolated from observed gravity values.
 OM0396
 OM0396;                    North         East    Units  Estimated Accuracy
 OM0396;SPC WI S     -   154,851.      648,399.      MT  (+/- 10 meters HH2 GPS)
 OM0396
 OM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0541607190(NAD 83)
 OM0396
 OM0396                          SUPERSEDED SURVEY CONTROL
 OM0396
 OM0396  NGVD 29 (??/??/92)  260.017  (m)          853.07   (f) ADJ UNCH    2 0
 OM0396
 OM0396.Superseded values are not recommended for survey control.
 OM0396
 OM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0396.See file dsdata.pdf to determine how the superseded data were derived.
 OM0396
 OM0396_MARKER: P = PIPE CAP
 OM0396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0396_STAMPING: 857 PRTG
 OM0396_MARK LOGO: USGS
 OM0396_MAGNETIC: P = MARKER IS A STEEL PIPE
 OM0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0396+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 OM0396
 OM0396  HISTORY     - Date     Condition        Report By
 OM0396  HISTORY     - 1899     MONUMENTED       USGS
 OM0396  HISTORY     - 1934     GOOD             CGS
 OM0396  HISTORY     - 19960427 GOOD             USPSQD
 OM0396  HISTORY     - 20001010 MARK NOT FOUND   WIDT
 OM0396  HISTORY     - 20041016 GOOD             USPSQD
 OM0396
 OM0396                          STATION DESCRIPTION
 OM0396
 OM0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0396'AT POYNETTE.
 OM0396'ALONG MAIN STREET TO TOMLISON STREET AT PRESBYTERIAN CHURCH.
 OM0396'SET IN IRON POST, 2 1/2 FEET EAST, THENCE 4 1/2 FEET NORTH OF
 OM0396'NORTHWEST CORNER OF CHURCH.
 OM0396
 OM0396                          STATION RECOVERY (1996)
 OM0396
 OM0396'RECOVERY NOTE BY US POWER SQUADRON 1996
 OM0396'RECOVERED IN GOOD CONDITION.
 OM0396
 OM0396                          STATION RECOVERY (2000)
 OM0396
 OM0396'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0396'MARK NOT FOUND.
 OM0396
 OM0396                          STATION RECOVERY (2004)
 OM0396
 OM0396'RECOVERY NOTE BY US POWER SQUADRON 2004
 OM0396'MARK FOUND IN GOOD CONDITION.  THE CHURCH IS THE POYNETTE PREBYTERIAN
 OM0396'AND IT IS ON THE CORNER OF MAIN ST. (CTY CS) AND TOMLINSON.  IT WAS
 OM0396'BACK OF A BUSH BY THE CHURCH FOUNDATION.  THE LAT AND LONG ARE AS
 OM0396'FOLLOWS 43 23 32.5 AND 089024 09.3
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0784 ***********************************************************************
 NH0784  DESIGNATION -  868 WIS
 NH0784  PID         -  NH0784
 NH0784  STATE/COUNTY-  WI/DANE
 NH0784  COUNTRY     -  US
 NH0784  USGS QUAD   -  BELLEVILLE (2018)
 NH0784
 NH0784                         *CURRENT SURVEY CONTROL
 NH0784  ______________________________________________________________________
 NH0784* NAD 83(1986) POSITION- 42 51 35.     (N) 089 31 55.     (W)   SCALED
 NH0784* NAVD 88 ORTHO HEIGHT -   264.250 (meters)      866.96  (feet) ADJUSTED
 NH0784  ______________________________________________________________________
 NH0784  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 NH0784  DYNAMIC HEIGHT  -        264.177 (meters)      866.72  (feet) COMP
 NH0784  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 NH0784
 NH0784  VERT ORDER      -  SECOND    CLASS 0
 NH0784
 NH0784.The horizontal coordinates were scaled from a map and have
 NH0784.an estimated accuracy of +/- 6 seconds.
 NH0784
 NH0784.The orthometric height was determined by differential leveling and
 NH0784.adjusted by the NATIONAL GEODETIC SURVEY
 NH0784.in June 1991.
 NH0784
 NH0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0784.GEOID18 height accuracy estimate available here.
 NH0784
 NH0784.Click photographs - Photos may exist for this station.
 NH0784
 NH0784.The dynamic height is computed by dividing the NAVD 88
 NH0784.geopotential number by the normal gravity value computed on the
 NH0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0784.degrees latitude (g = 980.6199 gals.).
 NH0784
 NH0784.The modeled gravity was interpolated from observed gravity values.
 NH0784
 NH0784;                    North         East    Units  Estimated Accuracy
 NH0784;SPC WI S     -    95,620.      638,250.      MT  (+/- 180 meters Scaled)
 NH0784
 NH0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN931483(NAD 83)
 NH0784
 NH0784                          SUPERSEDED SURVEY CONTROL
 NH0784
 NH0784  NGVD 29 (??/??/92)  264.325  (m)          867.21   (f) ADJ UNCH    2 0
 NH0784
 NH0784.Superseded values are not recommended for survey control.
 NH0784
 NH0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0784.See file dsdata.pdf to determine how the superseded data were derived.
 NH0784
 NH0784_MARKER: DB = BENCH MARK DISK
 NH0784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0784_STAMPING: 868 WIS 1919
 NH0784_MARK LOGO: USGS
 NH0784_MAGNETIC: P = MARKER IS A STEEL PIPE
 NH0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0784+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 NH0784
 NH0784  HISTORY     - Date     Condition        Report By
 NH0784  HISTORY     - 1919     MONUMENTED       USGS
 NH0784  HISTORY     - 1934     GOOD             CGS
 NH0784  HISTORY     - 1965     GOOD             CGS
 NH0784  HISTORY     - 20091028 GOOD             INDIV
 NH0784
 NH0784                          STATION DESCRIPTION
 NH0784
 NH0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0784'AT BELLEVILLE.
 NH0784'AT BELLEVILLE.  ALONG THE ILLINOIS CENTRAL RAILROAD, 250 FEET
 NH0784'NORTH BY 80 FEET WEST OF THE STATION, ON WEST SIDE OF THE TRACKS,
 NH0784'AT EAST EDGE OF SMALL PARK.
 NH0784
 NH0784                          STATION RECOVERY (1965)
 NH0784
 NH0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NH0784'RECOVERED IN GOOD CONDITION.
 NH0784
 NH0784                          STATION RECOVERY (2009)
 NH0784
 NH0784'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JMB)
 NH0784'STATION IS LOCATED ON THE EASTERLY SIDE OF A PARK IN THE VILLAGE OF
 NH0784'BELLEVILLE.  STATION IS WEST OF S. PARK STREET (A.K.A. S.T.H. 92),
 NH0784'SOUTH OF E. MAIN STREET AND NORTH OF E. PEARL STREET.
 NH0784'STATION IS APPROXIMATELY 131.5 FEET EAST OF THE SOUTHEAST CORNER OF
 NH0784'THE BRICK BUILDING LOCATED IN THE PARK WHICH IS KNOWN AS  THE OLD
 NH0784'LIBRARY , 120.4 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK BUILDING
 NH0784'AT 34 E. MAIN STREET LOCATED NEAR THE CORNER OF E. MAIN STREET AND S.
 NH0784'PARK STREET, 63.5 FEET WEST OF THE SOUTHWEST CORNER OF A WOOD FRAMED
 NH0784'ADDITION TO AN OLDER BUILDING USED BY LANDMARK SERVICES COOPERATIVE,
 NH0784'
 NH0784'125.5 FEET NORTH OF THE NORTH EDGE OF AN EAST-WEST SECTION OF
 NH0784'SIDEWALK, 20 FEET NORTHWEST OF THE CENTERLINE OF A GRAVEL BIKE TRAIL,
 NH0784'AND 40 FEET WEST OF THE CENTER LINE OF S. PARK STREET.  MONUMENT
 NH0784'PROJECTS 4  ABOVE GRADE AND IS PAINTED RED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0742 ***********************************************************************
 NH0742  DESIGNATION -  874
 NH0742  PID         -  NH0742
 NH0742  STATE/COUNTY-  WI/IOWA
 NH0742  COUNTRY     -  US
 NH0742  USGS QUAD   -  HOLLANDALE (2018)
 NH0742
 NH0742                         *CURRENT SURVEY CONTROL
 NH0742  ______________________________________________________________________
 NH0742* NAD 83(1986) POSITION- 42 53 33.     (N) 089 58 51.     (W)   SCALED
 NH0742* NAVD 88 ORTHO HEIGHT -   266.327 (meters)      873.77  (feet) ADJUSTED
 NH0742  ______________________________________________________________________
 NH0742  GEOID HEIGHT    -        -33.774 (meters)                     GEOID18
 NH0742  DYNAMIC HEIGHT  -        266.247 (meters)      873.51  (feet) COMP
 NH0742  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 NH0742
 NH0742  VERT ORDER      -  FIRST     CLASS II
 NH0742
 NH0742.The horizontal coordinates were scaled from a map and have
 NH0742.an estimated accuracy of +/- 6 seconds.
 NH0742
 NH0742.The orthometric height was determined by differential leveling and
 NH0742.adjusted by the NATIONAL GEODETIC SURVEY
 NH0742.in June 1991.
 NH0742
 NH0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0742.GEOID18 height accuracy estimate available here.
 NH0742
 NH0742.Click photographs - Photos may exist for this station.
 NH0742
 NH0742.The dynamic height is computed by dividing the NAVD 88
 NH0742.geopotential number by the normal gravity value computed on the
 NH0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0742.degrees latitude (g = 980.6199 gals.).
 NH0742
 NH0742.The modeled gravity was interpolated from observed gravity values.
 NH0742
 NH0742;                    North         East    Units  Estimated Accuracy
 NH0742;SPC WI S     -    99,150.      601,570.      MT  (+/- 180 meters Scaled)
 NH0742
 NH0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN566531(NAD 83)
 NH0742
 NH0742                          SUPERSEDED SURVEY CONTROL
 NH0742
 NH0742.No superseded survey control is available for this station.
 NH0742
 NH0742_MARKER: P = PIPE CAP
 NH0742_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0742_STAMPING: 875 PRIM TRAV STA NO 3 RS 1919
 NH0742_MARK LOGO: USGS
 NH0742_MAGNETIC: P = MARKER IS A STEEL PIPE
 NH0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0742
 NH0742  HISTORY     - Date     Condition        Report By
 NH0742  HISTORY     - 1919     MONUMENTED       USGS
 NH0742  HISTORY     - 1920     GOOD             CGS
 NH0742
 NH0742                          STATION DESCRIPTION
 NH0742
 NH0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0742'1.9 MI SE FROM JONESDALE.
 NH0742'1.9 MI SE ALONG THE ABANDONED ILLINOIS CENTRAL RR FROM JONESDALE,
 NH0742'IOWA COUNTY, AT THE JONESDALE SCHOOL CROSSING, 47 FT N OF THE
 NH0742'CENTER LINE OF THE ROADBED, AND 3 FT OF THE E ROAD FENCE.
 NH0742'A USGS STANDARD CAP, STAMPED 875 PRIM TRAV STA NO 3 RS 1919 AND
 NH0742'RIVETED ON THE TOP OF A 3-1/2-IN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0781 ***********************************************************************
 NH0781  DESIGNATION -  874
 NH0781  PID         -  NH0781
 NH0781  STATE/COUNTY-  WI/GREEN
 NH0781  COUNTRY     -  US
 NH0781  USGS QUAD   -  BELLEVILLE (2018)
 NH0781
 NH0781                         *CURRENT SURVEY CONTROL
 NH0781  ______________________________________________________________________
 NH0781* NAD 83(1986) POSITION- 42 47 24.     (N) 089 35 03.     (W)   SCALED
 NH0781* NAVD 88 ORTHO HEIGHT -   266.224 (meters)      873.44  (feet) ADJUSTED
 NH0781  ______________________________________________________________________
 NH0781  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 NH0781  DYNAMIC HEIGHT  -        266.147 (meters)      873.18  (feet) COMP
 NH0781  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 NH0781
 NH0781  VERT ORDER      -  SECOND    CLASS 0
 NH0781
 NH0781.The horizontal coordinates were scaled from a map and have
 NH0781.an estimated accuracy of +/- 6 seconds.
 NH0781
 NH0781.The orthometric height was determined by differential leveling and
 NH0781.adjusted by the NATIONAL GEODETIC SURVEY
 NH0781.in June 1991.
 NH0781
 NH0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0781.GEOID18 height accuracy estimate available here.
 NH0781
 NH0781.Click photographs - Photos may exist for this station.
 NH0781
 NH0781.The dynamic height is computed by dividing the NAVD 88
 NH0781.geopotential number by the normal gravity value computed on the
 NH0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0781.degrees latitude (g = 980.6199 gals.).
 NH0781
 NH0781.The modeled gravity was interpolated from observed gravity values.
 NH0781
 NH0781;                    North         East    Units  Estimated Accuracy
 NH0781;SPC WI S     -    87,850.      634,020.      MT  (+/- 180 meters Scaled)
 NH0781
 NH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN886407(NAD 83)
 NH0781
 NH0781                          SUPERSEDED SURVEY CONTROL
 NH0781
 NH0781  NGVD 29 (??/??/92)  266.300  (m)          873.69   (f) ADJ UNCH    2 0
 NH0781
 NH0781.Superseded values are not recommended for survey control.
 NH0781
 NH0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0781.See file dsdata.pdf to determine how the superseded data were derived.
 NH0781
 NH0781_MARKER: DB = BENCH MARK DISK
 NH0781_SETTING: 66 = SET IN ROCK OUTCROP
 NH0781_STAMPING: WIS-874-1919
 NH0781_MARK LOGO: USGS
 NH0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NH0781+STABILITY: POSITION/ELEVATION WELL
 NH0781
 NH0781  HISTORY     - Date     Condition        Report By
 NH0781  HISTORY     - 1919     MONUMENTED       USGS
 NH0781  HISTORY     - 1934     GOOD             CGS
 NH0781  HISTORY     - 1970     GOOD             NGS
 NH0781  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0781
 NH0781                          STATION DESCRIPTION
 NH0781
 NH0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0781'3.1 MI N FROM MONTICELLO.
 NH0781'3.1 MILES NORTH OF THE DEPOT AT MONTICELLO.  ALONG THE ILLINOIS
 NH0781'CENTRAL RAILROAD, 10 1/2 POLES NORTH OF MILEPOST M-23, AT PUBLIC
 NH0781'CROSSING.  SET IN SANDSTONE OUTCROP 60 FEET EAST OF THE CENTER
 NH0781'LINE OF THE ROAD CROSSING, 75 FEET WEST OF THE WEST SIDE OF
 NH0781'FARMHOUSE, 15 FEET WEST OF FENCE, 21 FEET SOUTHEAST OF THE
 NH0781'CENTER LINE OF THE ROAD INTERSECTION, 2 FEET BELOW RAIL LEVEL.
 NH0781
 NH0781                          STATION RECOVERY (1970)
 NH0781
 NH0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NH0781'RECOVERED IN GOOD CONDITION.
 NH0781
 NH0781                          STATION RECOVERY (2001)
 NH0781
 NH0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0781'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0059 ***********************************************************************
 ON0059  DESIGNATION -  877
 ON0059  PID         -  ON0059
 ON0059  STATE/COUNTY-  WI/JUNEAU
 ON0059  COUNTRY     -  US
 ON0059  USGS QUAD   -  MAUSTON (2018)
 ON0059
 ON0059                         *CURRENT SURVEY CONTROL
 ON0059  ______________________________________________________________________
 ON0059* NAD 83(1986) POSITION- 43 46 01.3    (N) 090 00 20.4    (W)   HD_HELD2
 ON0059* NAVD 88 ORTHO HEIGHT -   267.205 (meters)      876.66  (feet) ADJUSTED
 ON0059  ______________________________________________________________________
 ON0059  GEOID HEIGHT    -        -35.192 (meters)                     GEOID18
 ON0059  DYNAMIC HEIGHT  -        267.142 (meters)      876.45  (feet) COMP
 ON0059  MODELED GRAVITY -    980,380.5   (mgal)                       NAVD 88
 ON0059
 ON0059  VERT ORDER      -  SECOND    CLASS 0
 ON0059
 ON0059.The horizontal coordinates were established by autonomous hand held GPS
 ON0059.observations and have an estimated accuracy of +/- 10 meters.
 ON0059
 ON0059.The orthometric height was determined by differential leveling and
 ON0059.adjusted by the NATIONAL GEODETIC SURVEY
 ON0059.in June 1991.
 ON0059
 ON0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0059.GEOID18 height accuracy estimate available here.
 ON0059
 ON0059.Click photographs - Photos may exist for this station.
 ON0059
 ON0059.The dynamic height is computed by dividing the NAVD 88
 ON0059.geopotential number by the normal gravity value computed on the
 ON0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0059.degrees latitude (g = 980.6199 gals.).
 ON0059
 ON0059.The modeled gravity was interpolated from observed gravity values.
 ON0059
 ON0059;                    North         East    Units  Estimated Accuracy
 ON0059;SPC WI S     -   196,302.      599,544.      MT  (+/- 10 meters HH2 GPS)
 ON0059
 ON0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ4101050356(NAD 83)
 ON0059
 ON0059                          SUPERSEDED SURVEY CONTROL
 ON0059
 ON0059  NGVD 29 (??/??/92)  267.236  (m)          876.76   (f) ADJ UNCH    2 0
 ON0059
 ON0059.Superseded values are not recommended for survey control.
 ON0059
 ON0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0059.See file dsdata.pdf to determine how the superseded data were derived.
 ON0059
 ON0059_MARKER: DD = SURVEY DISK
 ON0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0059_SP_SET: BRIDGE
 ON0059_STAMPING: WIS 877 1919
 ON0059_MARK LOGO: USGS
 ON0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0059
 ON0059  HISTORY     - Date     Condition        Report By
 ON0059  HISTORY     - 1919     MONUMENTED       USGS
 ON0059  HISTORY     - 1934     GOOD             CGS
 ON0059  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 ON0059
 ON0059                          STATION DESCRIPTION
 ON0059
 ON0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0059'4.3 MI SE FROM MAUSTON.
 ON0059'ABOUT 4.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0059'AND PACIFIC RAILROAD FROM THE STATION AT MAUSTON, JUNEAU COUNTY,
 ON0059'AT THE BRIDGE OVER SEVEN MILE CREEK, AND IN THE EAST END OF THE
 ON0059'TOP COURSE OF THE SOUTH STONE ABUTMENT.  A UNITED STATES GEOLOGICAL
 ON0059'SURVEY STANDARD DISK, STAMPED WIS 877 1919.
 ON0059
 ON0059                          STATION RECOVERY (2003)
 ON0059
 ON0059'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAH)
 ON0059'TOP COURSE OF BRIDGE HAS BEEN RAISED AND REBUILT. SEVERE DETERIORATION
 ON0059'OF EAST END OF THE ABUTMENT ERODED. STRONGLY SUSPECT MARK HAS BEEN
 ON0059'COVERED OVER DURING RECONSTRUCTION OR LOST TO EROSION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4332 ***********************************************************************
 DL4332  DESIGNATION -  877
 DL4332  PID         -  DL4332
 DL4332  STATE/COUNTY-  WI/DUNN
 DL4332  COUNTRY     -  US
 DL4332  USGS QUAD   -  MENOMONIE NORTH (2018)
 DL4332
 DL4332                         *CURRENT SURVEY CONTROL
 DL4332  ______________________________________________________________________
 DL4332* NAD 83(1986) POSITION- 44 52 35.82   (N) 091 55 39.16   (W)   HD_HELD1
 DL4332* NAVD 88 ORTHO HEIGHT -   267.545 (meters)      877.77  (feet) ADJUSTED
 DL4332  ______________________________________________________________________
 DL4332  GEOID HEIGHT    -        -30.689 (meters)                     GEOID18
 DL4332  DYNAMIC HEIGHT  -        267.516 (meters)      877.68  (feet) COMP
 DL4332  MODELED GRAVITY -    980,503.0   (mgal)                       NAVD 88
 DL4332
 DL4332  VERT ORDER      -  SECOND    CLASS I
 DL4332
 DL4332.The horizontal coordinates were determined by differentially corrected
 DL4332.hand held GPS observations or other comparable positioning techniques
 DL4332.and have an estimated accuracy of +/- 3 meters.
 DL4332
 DL4332.The orthometric height was determined by differential leveling and
 DL4332.adjusted by the WI DEPT OF TRANSP
 DL4332.in May 2012.
 DL4332
 DL4332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4332.GEOID18 height accuracy estimate available here.
 DL4332
 DL4332.Click photographs - Photos may exist for this station.
 DL4332
 DL4332.The dynamic height is computed by dividing the NAVD 88
 DL4332.geopotential number by the normal gravity value computed on the
 DL4332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4332.degrees latitude (g = 980.6199 gals.).
 DL4332
 DL4332.The modeled gravity was interpolated from observed gravity values.
 DL4332
 DL4332;                    North         East    Units  Estimated Accuracy
 DL4332;SPC WI C     -   117,735.7     447,716.7     MT  (+/- 3 meters HH1 GPS) 
 DL4332
 DL4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8470769803(NAD 83)
 DL4332
 DL4332                          SUPERSEDED SURVEY CONTROL
 DL4332
 DL4332.No superseded survey control is available for this station.
 DL4332
 DL4332_MARKER: DB = BENCH MARK DISK
 DL4332_SETTING: 66 = SET IN ROCK OUTCROP
 DL4332_STAMPING: 1938 877
 DL4332_MARK LOGO: USGS
 DL4332_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL4332+STABILITY: POSITION/ELEVATION WELL
 DL4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4332+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 DL4332
 DL4332  HISTORY     - Date     Condition        Report By
 DL4332  HISTORY     - 1938     MONUMENTED       USGS
 DL4332  HISTORY     - 20070625 GOOD             WIDT
 DL4332
 DL4332                          STATION DESCRIPTION
 DL4332
 DL4332'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4332'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-NORTHEAST OF
 DL4332'WESTON, 5.1 MI (8.2 KM) WEST-SOUTHWEST OF RUSK AND 0.4 MI (0.6 KM)
 DL4332'WEST OF MENOMONIE.
 DL4332'
 DL4332'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY 25 AND STATE
 DL4332'HIGHWAY 29 (BROADWAY STREET) WITH MAIN STREET IN THE CITY OF
 DL4332'MENOMONIE, GO EAST ON MAIN STREET FOR 1.0 MI (1.6 KM) TO THE CITY OF
 DL4332'MENOMONIE POST OFFICE ON THE LEFT AND THE STATION ON THE LEFT.
 DL4332'
 DL4332'THE STATION IS A GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A
 DL4332'SANDSTONE LEDGE ALONG THE WEST SET OF STEPS AT THE FRONT ENTRANCE TO
 DL4332'THE MENOMONIE POST OFFICE BUILDING, 13.5 M (44.3 FT) NORTH OF THE
 DL4332'CENTERLINE OF MAIN STREET, 5.0 M (16.4 FT) EAST-NORTHEAST OF A FLAG
 DL4332'POLE, 70-CM EAST OF A METAL GUARD RAIL, 65-CM (26 INCH) ABOVE A
 DL4332'LANDING FOR THE WEST SIDE OF THE CONCRETE STEPS AND ABOUT 2 M (6.6 FT)
 DL4332'ABOVE THE LEVEL OF THE STREET PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AH5302 ***********************************************************************
 AH5302  PACS        -  This is a Primary Airport Control Station.
 AH5302  DESIGNATION -  87Y A
 AH5302  PID         -  AH5302
 AH5302  STATE/COUNTY-  WI/DANE
 AH5302  COUNTRY     -  US
 AH5302  USGS QUAD   -  COTTAGE GROVE (2018)
 AH5302
 AH5302                         *CURRENT SURVEY CONTROL
 AH5302  ______________________________________________________________________
 AH5302* NAD 83(2011) POSITION- 43 06 17.87478(N) 089 10 50.54397(W)   ADJUSTED
 AH5302* NAD 83(2011) ELLIP HT-   240.122 (meters)        (06/27/12)   ADJUSTED
 AH5302* NAD 83(2011) EPOCH   -  2010.00
 AH5302* NAVD 88 ORTHO HEIGHT -   274.660 (meters)      901.11  (feet) ADJUSTED
 AH5302  ______________________________________________________________________
 AH5302  GEOID HEIGHT    -        -34.531 (meters)                     GEOID18
 AH5302  NAD 83(2011) X  -     66,692.375 (meters)                     COMP
 AH5302  NAD 83(2011) Y  - -4,663,691.209 (meters)                     COMP
 AH5302  NAD 83(2011) Z  -  4,336,186.855 (meters)                     COMP
 AH5302  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 AH5302  DYNAMIC HEIGHT  -        274.586 (meters)      900.87  (feet) COMP
 AH5302  MODELED GRAVITY -    980,343.6   (mgal)                       NAVD 88
 AH5302
 AH5302  VERT ORDER      -  SECOND    CLASS I
 AH5302
 AH5302  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5302  Standards:
 AH5302         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5302            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5302  -------------------------------------------------------------------
 AH5302  NETWORK    0.50   0.74           0.22   0.19   0.38      0.04964445
 AH5302  -------------------------------------------------------------------
 AH5302  Click here for local accuracies and other accuracy information.
 AH5302
 AH5302.This mark is at Blackhawk Airfield Airport (87Y)
 AH5302
 AH5302.The horizontal coordinates were established by GPS observations
 AH5302.and adjusted by the National Geodetic Survey in June 2012.
 AH5302
 AH5302.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5302.been affixed to the stable North American tectonic plate. See 
 AH5302.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH5302
 AH5302.The horizontal coordinates are valid at the epoch date displayed above
 AH5302.which is a decimal equivalence of Year/Month/Day.
 AH5302
 AH5302.The orthometric height was determined by differential leveling and
 AH5302.adjusted by the WI DEPT OF TRANSP
 AH5302.in May 2012.
 AH5302
 AH5302.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5302.GEOID18 height accuracy estimate available here.
 AH5302
 AH5302.Click photographs - Photos may exist for this station.
 AH5302
 AH5302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5302
 AH5302.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5302
 AH5302.The ellipsoidal height was determined by GPS observations
 AH5302.and is referenced to NAD 83.
 AH5302
 AH5302.The dynamic height is computed by dividing the NAVD 88
 AH5302.geopotential number by the normal gravity value computed on the
 AH5302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5302.degrees latitude (g = 980.6199 gals.).
 AH5302
 AH5302.The modeled gravity was interpolated from observed gravity values.
 AH5302
 AH5302. The following values were computed from the NAD 83(2011) position.
 AH5302
 AH5302;                    North         East     Units Scale Factor Converg.
 AH5302;SPC WI S     -   123,078.542   666,687.456   MT  0.99994585   +0 33 46.6
 AH5302;SPC WI S     -   403,800.18  2,187,290.43   sFT  0.99994585   +0 33 46.6
 AH5302;UTM  16      - 4,774,779.211   322,554.153   MT  0.99998736   -1 29 26.0
 AH5302
 AH5302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5302!SPC WI S     -   0.99996235  x   0.99994585  =   0.99990820
 AH5302!UTM  16      -   0.99996235  x   0.99998736  =   0.99994971
 AH5302
 AH5302:                Primary Azimuth Mark                     Grid Az
 AH5302:SPC WI S     -  COTTAGE GROVE GPS                        006 01 44.1
 AH5302:UTM  16      -  COTTAGE GROVE GPS                        008 04 56.7
 AH5302
 AH5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2255474779(NAD 83)
 AH5302
 AH5302|---------------------------------------------------------------------|
 AH5302| PID    Reference Object                     Distance      Geod. Az  |
 AH5302|                                                           dddmmss.s |
 AH5302| OM1258 COTTAGE GROVE GPS                   APPROX. 0.6 KM 0063530.7 |
 AH5302|---------------------------------------------------------------------|
 AH5302
 AH5302                          SUPERSEDED SURVEY CONTROL
 AH5302
 AH5302  NAD 83(2007)-  43 06 17.87477(N)    089 10 50.54512(W) AD(2002.00) 0
 AH5302  ELLIP H (02/10/07)  240.158  (m)                       GP(2002.00)    
 AH5302  NAD 83(1997)-  43 06 17.87471(N)    089 10 50.54494(W) AD(       ) A
 AH5302  ELLIP H (04/28/99)  240.151  (m)                       GP(       ) 3 1
 AH5302  NAVD 88             274.64   (m)          901.0    (f) LEVELING    3  
 AH5302  NAVD 88 (04/20/07)  274.635  (m)          901.03   (f) SUPERSEDED  2 1
 AH5302  NAVD 88 (02/25/04)  274.600  (m)          900.92   (f) SUPERSEDED  2 1
 AH5302  NAVD 88 (04/28/99)  274.61   (m)  GEOID96  model used  GPS OBS        
 AH5302
 AH5302.Superseded values are not recommended for survey control.
 AH5302
 AH5302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5302.See file dsdata.pdf to determine how the superseded data were derived.
 AH5302
 AH5302_MARKER: F = FLANGE-ENCASED ROD
 AH5302_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH5302_STAMPING: 87Y A 1997
 AH5302_MARK LOGO: NGS
 AH5302_PROJECTION: FLUSH
 AH5302_MAGNETIC: I = MARKER IS A STEEL ROD
 AH5302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5302+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2011
 AH5302_ROD/PIPE-DEPTH: 10.6 meters
 AH5302_SLEEVE-DEPTH  : 0.90 meters
 AH5302
 AH5302  HISTORY     - Date     Condition        Report By
 AH5302  HISTORY     - 1997     MONUMENTED       NGS
 AH5302  HISTORY     - 2001     GOOD             WIDT
 AH5302  HISTORY     - 20070416 GOOD             WIDT
 AH5302  HISTORY     - 20070607 GOOD             WIDT
 AH5302  HISTORY     - 20110228 GOOD             INDIV
 AH5302
 AH5302                          STATION DESCRIPTION
 AH5302
 AH5302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AH5302'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 AH5302'BLACKHAWK AIRFIELD (87Y) AT MADISON.  THE STATION IS LOCATED ABOUT 12
 AH5302'KM (7.45 MI) EAST OF MADISON, 2 KM (1.25 MI) NORTHEAST OF COTTAGE
 AH5302'GROVE, 0.8 KM (0.50 MI) SOUTH OF INTERSTATE HIGHWAY 94, AT THE
 AH5302'BLACKHAWK AIRFIELD, NEAR THE EAST END OF THE AIRFIELD, IN THE
 AH5302'NORTHEAST QUADRANT OF THE JUNCTION OF RUNWAY END 27 AND A CONNECTOR
 AH5302'TAXIWAY FROM THE HANGAR AREA, AND ADJACENT TO A GRASS AIRPLANE
 AH5302'TIE-DOWN AREA.  OWNERSHIP--CITY OF COTTAGE GROVE, 4677 KENNEDY ROAD,
 AH5302'COTTAGE GROVE, WI 53527.  AIRPORT MANAGER IS PETE HORTON.  PHONE
 AH5302'608-839-5155.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AH5302'INTERSTATE HIGHWAY 94 AND COUNTY ROAD N (EXIT 244) ABOUT 9.5 KM (5.90
 AH5302'MI) EAST OF THE JUNCTION OF INTERSTATE HIGHWAYS 90 AND 94, GO SOUTH ON
 AH5302'COUNTY ROAD N FOR 2.33 KM (1.45 MI) TO A PAVED CROSSROAD (COUNTY ROAD
 AH5302'BB/COTTAGE GROVE ROAD) .  TURN LEFT, NORTHEAST, THEN EAST, ON COUNTY
 AH5302'ROAD BB FOR 1.57 KM (0.95 MI) TO A PAVED ROAD LEFT. TURN LEFT, NORTH,
 AH5302'ON KENNEDY ROAD FOR 1.42 KM (0.90 MI) TO THE AIRPORT ENTRANCE ROAD ON
 AH5302'THE LEFT.  TURN LEFT, WEST, ON THE ROAD FOR 0.16 KM (0.10 MI) TO A
 AH5302'TAXIWAY ON THE LEFT.  TURN LEFT, SOUTH, ALONG THE TAXIWAY FOR 0.08 KM
 AH5302'(0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS A CENTERPUNCH IN
 AH5302'THE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 AH5302'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AH5302'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 60.7 M (199.1
 AH5302'FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN HANGAR, 47.7 M
 AH5302'(156.5 FT) SOUTH OF THE SOUTH EDGE OF A TAXIWAY, 44.9 M (147.3 FT)
 AH5302'SOUTHWEST OF THE SOUTHWEST CORNER OF THE AIRPORT OFFICE, 42.5 M (139.4
 AH5302'FT) NORTH OF THE RUNWAY CENTER, 26.0 M (85.3 FT) NORTH-NORTHEAST OF
 AH5302'THE NORTH 1 OF 3 THRESHOLD LIGHTS, 21.3 M (69.9 FT) EAST OF THE
 AH5302'CONNECTOR TAXIWAY CENTER, 9.5 M (31.2 FT) SOUTH OF A TIE-DOWN IN THE
 AH5302'GRASS, 6.2 M (20.3 FT) NORTH OF THE EXTENDED STOP LINE CENTER, AND 0.7
 AH5302'M (2.3 FT) NORTH OF A FIBERGLASS WITNESS POST.
 AH5302
 AH5302                          STATION RECOVERY (2001)
 AH5302
 AH5302'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 AH5302'RECOVERED AS DESCRIBED.
 AH5302
 AH5302                          STATION RECOVERY (2007)
 AH5302
 AH5302'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 AH5302'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M NORTH OF A
 AH5302'WHITE PLASTIC WITNESS POST.
 AH5302
 AH5302                          STATION RECOVERY (2007)
 AH5302
 AH5302'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DSA)
 AH5302'RECOVERED AS DESCRIBED.
 AH5302
 AH5302                          STATION RECOVERY (2011)
 AH5302
 AH5302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (MEP)
 AH5302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0053 ***********************************************************************
 ON0053  DESIGNATION -  884
 ON0053  PID         -  ON0053
 ON0053  STATE/COUNTY-  WI/JUNEAU
 ON0053  COUNTRY     -  US
 ON0053  USGS QUAD   -  MAUSTON (2018)
 ON0053
 ON0053                         *CURRENT SURVEY CONTROL
 ON0053  ______________________________________________________________________
 ON0053* NAD 83(1986) POSITION- 43 47 46.9    (N) 090 04 45.6    (W)   HD_HELD2
 ON0053* NAVD 88 ORTHO HEIGHT -   269.307 (meters)      883.55  (feet) ADJUSTED
 ON0053  ______________________________________________________________________
 ON0053  GEOID HEIGHT    -        -35.046 (meters)                     GEOID18
 ON0053  DYNAMIC HEIGHT  -        269.246 (meters)      883.35  (feet) COMP
 ON0053  MODELED GRAVITY -    980,386.1   (mgal)                       NAVD 88
 ON0053
 ON0053  VERT ORDER      -  SECOND    CLASS 0
 ON0053
 ON0053.The horizontal coordinates were established by autonomous hand held GPS
 ON0053.observations and have an estimated accuracy of +/- 10 meters.
 ON0053
 ON0053.The orthometric height was determined by differential leveling and
 ON0053.adjusted by the NATIONAL GEODETIC SURVEY
 ON0053.in June 1991.
 ON0053
 ON0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0053.GEOID18 height accuracy estimate available here.
 ON0053
 ON0053.Click photographs - Photos may exist for this station.
 ON0053
 ON0053.The dynamic height is computed by dividing the NAVD 88
 ON0053.geopotential number by the normal gravity value computed on the
 ON0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0053.degrees latitude (g = 980.6199 gals.).
 ON0053
 ON0053.The modeled gravity was interpolated from observed gravity values.
 ON0053
 ON0053;                    North         East    Units  Estimated Accuracy
 ON0053;SPC WI S     -   199,564.      593,616.      MT  (+/- 10 meters HH2 GPS)
 ON0053
 ON0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3496553402(NAD 83)
 ON0053
 ON0053                          SUPERSEDED SURVEY CONTROL
 ON0053
 ON0053  NGVD 29 (??/??/92)  269.337  (m)          883.65   (f) ADJ UNCH    2 0
 ON0053
 ON0053.Superseded values are not recommended for survey control.
 ON0053
 ON0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0053.See file dsdata.pdf to determine how the superseded data were derived.
 ON0053
 ON0053_MARKER: P = PIPE CAP
 ON0053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0053_STAMPING: WIS 884 1919
 ON0053_MARK LOGO: USGS
 ON0053_MAGNETIC: P = MARKER IS A STEEL PIPE
 ON0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0053
 ON0053  HISTORY     - Date     Condition        Report By
 ON0053  HISTORY     - 1919     MONUMENTED       USGS
 ON0053  HISTORY     - 1934     GOOD             CGS
 ON0053
 ON0053                          STATION DESCRIPTION
 ON0053
 ON0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0053'AT MAUSTON.
 ON0053'AT MAUSTON, JUNEAU COUNTY, ABOUT 220 FEET WEST OF THE CHICAGO,
 ON0053'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ON THE SOUTH
 ON0053'SIDE OF THE TRACK, ON THE WEST SIDE OF THE STREET, AND 0.5 FOOT
 ON0053'INSIDE OF THE SIDEWALK INTERSECTION.  A UNITED STATES GEOLOGICAL
 ON0053'SURVEY STANDARD CAP, STAMPED WIS 884 1919 AND RIVETED ON THE TOP
 ON0053'OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0407 ***********************************************************************
 OM0407  DESIGNATION -  887
 OM0407  PID         -  OM0407
 OM0407  STATE/COUNTY-  WI/DANE
 OM0407  COUNTRY     -  US
 OM0407  USGS QUAD   -  DE FOREST (2018)
 OM0407
 OM0407                         *CURRENT SURVEY CONTROL
 OM0407  ______________________________________________________________________
 OM0407* NAD 83(1986) POSITION- 43 12 43.     (N) 089 20 26.     (W)   SCALED
 OM0407* NAVD 88 ORTHO HEIGHT -   270.296 (meters)      886.80  (feet) ADJUSTED
 OM0407  ______________________________________________________________________
 OM0407  GEOID HEIGHT    -        -34.707 (meters)                     GEOID18
 OM0407  DYNAMIC HEIGHT  -        270.224 (meters)      886.56  (feet) COMP
 OM0407  MODELED GRAVITY -    980,344.8   (mgal)                       NAVD 88
 OM0407
 OM0407  VERT ORDER      -  SECOND    CLASS 0
 OM0407
 OM0407.The horizontal coordinates were scaled from a map and have
 OM0407.an estimated accuracy of +/- 6 seconds.
 OM0407
 OM0407.The orthometric height was determined by differential leveling and
 OM0407.adjusted by the NATIONAL GEODETIC SURVEY
 OM0407.in June 1991.
 OM0407
 OM0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0407.GEOID18 height accuracy estimate available here.
 OM0407
 OM0407.Click photographs - Photos may exist for this station.
 OM0407
 OM0407.The dynamic height is computed by dividing the NAVD 88
 OM0407.geopotential number by the normal gravity value computed on the
 OM0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0407.degrees latitude (g = 980.6199 gals.).
 OM0407
 OM0407.The modeled gravity was interpolated from observed gravity values.
 OM0407
 OM0407;                    North         East    Units  Estimated Accuracy
 OM0407;SPC WI S     -   134,850.      653,580.      MT  (+/- 180 meters Scaled)
 OM0407
 OM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN098870(NAD 83)
 OM0407
 OM0407                          SUPERSEDED SURVEY CONTROL
 OM0407
 OM0407  NGVD 29 (??/??/92)  270.348  (m)          886.97   (f) ADJ UNCH    2 0
 OM0407
 OM0407.Superseded values are not recommended for survey control.
 OM0407
 OM0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0407.See file dsdata.pdf to determine how the superseded data were derived.
 OM0407
 OM0407_MARKER: DB = BENCH MARK DISK
 OM0407_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0407_SP_SET: CULVERT HEADWALL
 OM0407_STAMPING: 887 ADJ 1903
 OM0407_MARK LOGO: USGS
 OM0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0407+STABILITY: SURFACE MOTION
 OM0407
 OM0407  HISTORY     - Date     Condition        Report By
 OM0407  HISTORY     - 1904     MONUMENTED       USGS
 OM0407  HISTORY     - 1934     GOOD             CGS
 OM0407  HISTORY     - 1953     GOOD             CGS
 OM0407  HISTORY     - 20001010 MARK NOT FOUND   WIDT
 OM0407
 OM0407                          STATION DESCRIPTION
 OM0407
 OM0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0407'0.4 MI S FROM WINDSOR.
 OM0407'0.4 MILES SOUTH OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0407'PACIFIC RAILROAD AT A 3 FOOT CAST IRON CULVERT, A SHORT HALF
 OM0407'MILE SOUTH OF STATION.  SET IN SOUTH END OF THE EAST STONE
 OM0407'HEADWALL, 1 FOOT BELOW RAIL TOP AND 10 FEET EAST OF CENTERLINE
 OM0407'OF TRACK.  (NUMBERS DEFACED)
 OM0407
 OM0407                          STATION RECOVERY (1953)
 OM0407
 OM0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 OM0407'RECOVERED IN GOOD CONDITION.
 OM0407
 OM0407                          STATION RECOVERY (2000)
 OM0407
 OM0407'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0407'THE CAST IRON CULVERT IN THE DESCRIBED LOCATION HAS BEEN REPLACED WITH
 OM0407'A CORRUGATED STEEL CULVERT. ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0437 ***********************************************************************
 NH0437  DESIGNATION -  887 WIS
 NH0437  PID         -  NH0437
 NH0437  STATE/COUNTY-  WI/ROCK
 NH0437  COUNTRY     -  US
 NH0437  USGS QUAD   -  ORFORDVILLE (2018)
 NH0437
 NH0437                         *CURRENT SURVEY CONTROL
 NH0437  ______________________________________________________________________
 NH0437* NAD 83(1986) POSITION- 42 37 40.     (N) 089 15 20.     (W)   SCALED
 NH0437* NAVD 88 ORTHO HEIGHT -   270.487 (meters)      887.42  (feet) ADJUSTED
 NH0437  ______________________________________________________________________
 NH0437  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 NH0437  DYNAMIC HEIGHT  -        270.405 (meters)      887.15  (feet) COMP
 NH0437  MODELED GRAVITY -    980,309.0   (mgal)                       NAVD 88
 NH0437
 NH0437  VERT ORDER      -  SECOND    CLASS 0
 NH0437
 NH0437.The horizontal coordinates were scaled from a map and have
 NH0437.an estimated accuracy of +/- 6 seconds.
 NH0437
 NH0437.The orthometric height was determined by differential leveling and
 NH0437.adjusted by the NATIONAL GEODETIC SURVEY
 NH0437.in June 1991.
 NH0437
 NH0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0437.GEOID18 height accuracy estimate available here.
 NH0437
 NH0437.Click photographs - Photos may exist for this station.
 NH0437
 NH0437.The dynamic height is computed by dividing the NAVD 88
 NH0437.geopotential number by the normal gravity value computed on the
 NH0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0437.degrees latitude (g = 980.6199 gals.).
 NH0437
 NH0437.The modeled gravity was interpolated from observed gravity values.
 NH0437
 NH0437;                    North         East    Units  Estimated Accuracy
 NH0437;SPC WI S     -    70,010.      661,070.      MT  (+/- 180 meters Scaled)
 NH0437
 NH0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN150219(NAD 83)
 NH0437
 NH0437                          SUPERSEDED SURVEY CONTROL
 NH0437
 NH0437  NGVD 29 (??/??/92)  270.558  (m)          887.66   (f) ADJ UNCH    2 0
 NH0437
 NH0437.Superseded values are not recommended for survey control.
 NH0437
 NH0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0437.See file dsdata.pdf to determine how the superseded data were derived.
 NH0437
 NH0437_MARKER: P = PIPE CAP
 NH0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0437_STAMPING: 887-WIS-1919
 NH0437_MARK LOGO: USGS
 NH0437_MAGNETIC: P = MARKER IS A STEEL PIPE
 NH0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0437
 NH0437  HISTORY     - Date     Condition        Report By
 NH0437  HISTORY     - 1919     MONUMENTED       USGS
 NH0437  HISTORY     - 1934     GOOD             CGS
 NH0437  HISTORY     - 1971     MARK NOT FOUND   NGS
 NH0437  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0437
 NH0437                          STATION DESCRIPTION
 NH0437
 NH0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0437'AT ORFORDVILLE.
 NH0437'AT ORFORDVILLE.  ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 NH0437'PACIFIC RAILROAD AT THE DEPOT.  IRON PIPE SET 30 FEET NORTH
 NH0437'OF THE CENTER LINE OF THE MAIN TRACK, 75 FEET NORTHEAST OF THE
 NH0437'NORTHEAST CORNER OF THE DEPOT, 3 FEET EAST OF BRICK WALK.  30
 NH0437'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 11.  BRONZE
 NH0437'CAPPED IRON PIPE, STAMPED 887-WIS-1919.
 NH0437
 NH0437                          STATION RECOVERY (1971)
 NH0437
 NH0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NH0437'MARK NOT FOUND.
 NH0437
 NH0437                          STATION RECOVERY (2001)
 NH0437
 NH0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0437'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0424 ***********************************************************************
 OM0424  DESIGNATION -  895
 OM0424  PID         -  OM0424
 OM0424  STATE/COUNTY-  WI/DANE
 OM0424  COUNTRY     -  US
 OM0424  USGS QUAD   -  MADISON WEST (2018)
 OM0424
 OM0424                         *CURRENT SURVEY CONTROL
 OM0424  ______________________________________________________________________
 OM0424* NAD 83(1986) POSITION- 43 00 32.8    (N) 089 23 34.3    (W)   HD_HELD2
 OM0424* NAVD 88 ORTHO HEIGHT -   272.705 (meters)      894.70  (feet) ADJUSTED
 OM0424  ______________________________________________________________________
 OM0424  GEOID HEIGHT    -        -34.246 (meters)                     GEOID18
 OM0424  DYNAMIC HEIGHT  -        272.631 (meters)      894.46  (feet) COMP
 OM0424  MODELED GRAVITY -    980,343.7   (mgal)                       NAVD 88
 OM0424
 OM0424  VERT ORDER      -  SECOND    CLASS 0
 OM0424
 OM0424.The horizontal coordinates were established by autonomous hand held GPS
 OM0424.observations and have an estimated accuracy of +/- 10 meters.
 OM0424
 OM0424.The orthometric height was determined by differential leveling and
 OM0424.adjusted by the NATIONAL GEODETIC SURVEY
 OM0424.in June 1991.
 OM0424
 OM0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0424.GEOID18 height accuracy estimate available here.
 OM0424
 OM0424.Click photographs - Photos may exist for this station.
 OM0424
 OM0424.The dynamic height is computed by dividing the NAVD 88
 OM0424.geopotential number by the normal gravity value computed on the
 OM0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0424.degrees latitude (g = 980.6199 gals.).
 OM0424
 OM0424.The modeled gravity was interpolated from observed gravity values.
 OM0424
 OM0424;                    North         East    Units  Estimated Accuracy
 OM0424;SPC WI S     -   112,283.      649,497.      MT  (+/- 10 meters HH2 GPS)
 OM0424
 OM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0498664605(NAD 83)
 OM0424
 OM0424                          SUPERSEDED SURVEY CONTROL
 OM0424
 OM0424  NGVD 29 (??/??/92)  272.766  (m)          894.90   (f) ADJ UNCH    2 0
 OM0424
 OM0424.Superseded values are not recommended for survey control.
 OM0424
 OM0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0424.See file dsdata.pdf to determine how the superseded data were derived.
 OM0424
 OM0424_MARKER: DB = BENCH MARK DISK
 OM0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0424_SP_SET: BRIDGE
 OM0424_STAMPING: 896 ADJ 1903
 OM0424_MARK LOGO: USGS
 OM0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0424
 OM0424  HISTORY     - Date     Condition        Report By
 OM0424  HISTORY     - 1904     MONUMENTED       USGS
 OM0424  HISTORY     - 1934     GOOD             CGS
 OM0424  HISTORY     - 1948     GOOD             USGS
 OM0424
 OM0424                          STATION DESCRIPTION
 OM0424
 OM0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0424'4.9 MI S FROM MADISON.
 OM0424'4.9 MILES SOUTH OF ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 OM0424'AT BRIDGE 225.  SET IN CENTER OF THE WEST STONE HEADWALL, 1 1/2
 OM0424'FEET BELOW RAIL TOP AND 12 FEET WEST OF CENTERLINE OF WEST
 OM0424'TRACK.
 OM0424
 OM0424                          STATION RECOVERY (1948)
 OM0424
 OM0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OM0424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0789 ***********************************************************************
 NH0789  DESIGNATION -  895
 NH0789  PID         -  NH0789
 NH0789  STATE/COUNTY-  WI/DANE
 NH0789  COUNTRY     -  US
 NH0789  USGS QUAD   -  VERONA (2018)
 NH0789
 NH0789                         *CURRENT SURVEY CONTROL
 NH0789  ______________________________________________________________________
 NH0789* NAD 83(1986) POSITION- 42 54 01.     (N) 089 31 22.     (W)   SCALED
 NH0789* NAVD 88 ORTHO HEIGHT -   272.408 (meters)      893.73  (feet) ADJUSTED
 NH0789  ______________________________________________________________________
 NH0789  GEOID HEIGHT    -        -34.016 (meters)                     GEOID18
 NH0789  DYNAMIC HEIGHT  -        272.332 (meters)      893.48  (feet) COMP
 NH0789  MODELED GRAVITY -    980,332.3   (mgal)                       NAVD 88
 NH0789
 NH0789  VERT ORDER      -  SECOND    CLASS 0
 NH0789
 NH0789.The horizontal coordinates were scaled from a map and have
 NH0789.an estimated accuracy of +/- 6 seconds.
 NH0789
 NH0789.The orthometric height was determined by differential leveling and
 NH0789.adjusted by the NATIONAL GEODETIC SURVEY
 NH0789.in June 1991.
 NH0789
 NH0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0789.GEOID18 height accuracy estimate available here.
 NH0789
 NH0789.Click photographs - Photos may exist for this station.
 NH0789
 NH0789.The dynamic height is computed by dividing the NAVD 88
 NH0789.geopotential number by the normal gravity value computed on the
 NH0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0789.degrees latitude (g = 980.6199 gals.).
 NH0789
 NH0789.The modeled gravity was interpolated from observed gravity values.
 NH0789
 NH0789;                    North         East    Units  Estimated Accuracy
 NH0789;SPC WI S     -   100,120.      638,980.      MT  (+/- 180 meters Scaled)
 NH0789
 NH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN940528(NAD 83)
 NH0789
 NH0789                          SUPERSEDED SURVEY CONTROL
 NH0789
 NH0789  NGVD 29 (??/??/92)  272.480  (m)          893.96   (f) ADJ UNCH    2 0
 NH0789
 NH0789.Superseded values are not recommended for survey control.
 NH0789
 NH0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0789.See file dsdata.pdf to determine how the superseded data were derived.
 NH0789
 NH0789_MARKER: P = PIPE CAP
 NH0789_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0789_STAMPING: PTS 1 WIS 1919 895
 NH0789_MARK LOGO: USGS
 NH0789_MAGNETIC: P = MARKER IS A STEEL PIPE
 NH0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0789
 NH0789  HISTORY     - Date     Condition        Report By
 NH0789  HISTORY     - 1919     MONUMENTED       USGS
 NH0789  HISTORY     - 1934     GOOD             CGS
 NH0789
 NH0789                          STATION DESCRIPTION
 NH0789
 NH0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0789'1.1 MI S FROM BASCO.
 NH0789'1.1 MILES SOUTH OF THE DEPOT AT BASCO.  ALONG COUNTY TRUNK
 NH0789'HIGHWAY A, ABOUT 1000 FEET WEST OF THE ILLINOIS CENTRAL RAILROAD.
 NH0789'BRONZE CAPPED IRON PIPE SET 21 FEET NORTH OF THE CENTER LINE OF
 NH0789'THE HIGHWAY, 27 FEET EAST OF THE CENTER LINE OF T-ROAD SOUTH,
 NH0789'66 FEET EAST OF THE EAST SIDE OF FARM HOUSE, 4 FEET SOUTH OF WIRE
 NH0789'FENCE, 3 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0047 ***********************************************************************
 ON0047  DESIGNATION -  896
 ON0047  PID         -  ON0047
 ON0047  STATE/COUNTY-  WI/JUNEAU
 ON0047  COUNTRY     -  US
 ON0047  USGS QUAD   -  NEW LISBON NORTH (2018)
 ON0047
 ON0047                         *CURRENT SURVEY CONTROL
 ON0047  ______________________________________________________________________
 ON0047* NAD 83(1986) POSITION- 43 53 57.61   (N) 090 13 27.66   (W)   HD_HELD1
 ON0047* NAVD 88 ORTHO HEIGHT -   273.085 (meters)      895.95  (feet) ADJUSTED
 ON0047  ______________________________________________________________________
 ON0047  GEOID HEIGHT    -        -34.743 (meters)                     GEOID18
 ON0047  DYNAMIC HEIGHT  -        273.025 (meters)      895.75  (feet) COMP
 ON0047  MODELED GRAVITY -    980,392.8   (mgal)                       NAVD 88
 ON0047
 ON0047  VERT ORDER      -  SECOND    CLASS I
 ON0047
 ON0047.The horizontal coordinates were determined by differentially corrected
 ON0047.hand held GPS observations or other comparable positioning techniques
 ON0047.and have an estimated accuracy of +/- 3 meters.
 ON0047
 ON0047.The orthometric height was determined by differential leveling and
 ON0047.adjusted by the WI DEPT OF TRANSP
 ON0047.in May 2012.
 ON0047
 ON0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0047.GEOID18 height accuracy estimate available here.
 ON0047
 ON0047.Click photographs - Photos may exist for this station.
 ON0047
 ON0047.The dynamic height is computed by dividing the NAVD 88
 ON0047.geopotential number by the normal gravity value computed on the
 ON0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0047.degrees latitude (g = 980.6199 gals.).
 ON0047
 ON0047.The modeled gravity was interpolated from observed gravity values.
 ON0047
 ON0047;                    North         East    Units  Estimated Accuracy
 ON0047;SPC WI S     -   211,026.7     581,975.9     MT  (+/- 3 meters HH1 GPS) 
 ON0047
 ON0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2291464437(NAD 83)
 ON0047
 ON0047                          SUPERSEDED SURVEY CONTROL
 ON0047
 ON0047  NAVD 88 (04/20/07)  273.073  (m)          895.91   (f) SUPERSEDED  2 1
 ON0047  NAVD 88 (06/15/91)  273.068  (m)          895.89   (f) SUPERSEDED  2 0
 ON0047  NGVD 29 (??/??/92)  273.092  (m)          895.97   (f) ADJ UNCH    2 0
 ON0047
 ON0047.Superseded values are not recommended for survey control.
 ON0047
 ON0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0047.See file dsdata.pdf to determine how the superseded data were derived.
 ON0047
 ON0047_MARKER: DD = SURVEY DISK
 ON0047_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0047_SP_SET: BRIDGE ABUTMENT
 ON0047_STAMPING: WIS 896 1919
 ON0047_MARK LOGO: USGS
 ON0047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0047+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2010
 ON0047
 ON0047  HISTORY     - Date     Condition        Report By
 ON0047  HISTORY     - 1919     MONUMENTED       USGS
 ON0047  HISTORY     - 1934     GOOD             CGS
 ON0047  HISTORY     - 20021014 GOOD             WIDT
 ON0047  HISTORY     - 20100615 GOOD             WIDT
 ON0047
 ON0047                          STATION DESCRIPTION
 ON0047
 ON0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0047'2.5 MI SE FROM CAMP DOUGLAS.
 ON0047'ABOUT 2.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0047'AND PACIFIC RAILROAD FROM THE STATION AT CAMP DOUGLAS, JUNEAU
 ON0047'COUNTY, ABOUT 3,000 FEET WEST OF A ROAD CROSSING, AT THE EAST END
 ON0047'OF THE SOUTH SIDE OF A SMALL STEEL BRIDGE, AND IN THE TOP OF THE
 ON0047'CONCRETE BRIDGE SEAT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 ON0047'DISK, STAMPED WIS 896 1919.
 ON0047
 ON0047                          STATION RECOVERY (2002)
 ON0047
 ON0047'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0047'OWNERSHIP--CANADIAN PACIFIC RAILROAD.  TO REACH THE STATION FROM THE
 ON0047'JUNCTION OF US HIGHWAY 12 WITH COUNTY HIGHWAY H IN THE VILLAGE OF CAMP
 ON0047'DOUGLAS, GO SOUTHEAST ON US HIGHWAY 12 FOR 2.6 MI (4.18 KM) TO A
 ON0047'BRIDGE AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE US
 ON0047'GEOLOGICAL SURVEY DISK SET IN THE TOP OF THE SOUTHWEST CORNER OF THE
 ON0047'SOUTHEAST ABUTMENT OF THE RAILROAD BRIDGE.  THE STATION IS 33.5 M
 ON0047'(109.9 FT) SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 12 AND 2.1 M (6.9
 ON0047'FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS.
 ON0047'---NOTE---THE STATION IS NOT SUITABLE FOR GPS DUE TO DIFFICULT SET UP.
 ON0047
 ON0047                          STATION RECOVERY (2010)
 ON0047
 ON0047'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0047'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.09 MILE NORTHWEST
 ON0047'OF JENSEN ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4948 ***********************************************************************
 DN4948  DESIGNATION -  8A002
 DN4948  PID         -  DN4948
 DN4948  STATE/COUNTY-  WI/SAWYER
 DN4948  COUNTRY     -  US
 DN4948  USGS QUAD   -  RADISSON (2018)
 DN4948
 DN4948                         *CURRENT SURVEY CONTROL
 DN4948  ______________________________________________________________________
 DN4948* NAD 83(1986) POSITION- 45 47 40.37   (N) 091 08 27.92   (W)   HD_HELD1
 DN4948* NAVD 88 ORTHO HEIGHT -   380.710 (meters)     1249.05  (feet) ADJUSTED
 DN4948  ______________________________________________________________________
 DN4948  GEOID HEIGHT    -        -29.989 (meters)                     GEOID18
 DN4948  DYNAMIC HEIGHT  -        380.698 (meters)     1249.01  (feet) COMP
 DN4948  MODELED GRAVITY -    980,573.1   (mgal)                       NAVD 88
 DN4948
 DN4948  VERT ORDER      -  SECOND    CLASS I
 DN4948
 DN4948.The horizontal coordinates were determined by differentially corrected
 DN4948.hand held GPS observations or other comparable positioning techniques
 DN4948.and have an estimated accuracy of +/- 3 meters.
 DN4948
 DN4948.The orthometric height was determined by differential leveling and
 DN4948.adjusted by the WI DEPT OF TRANSP
 DN4948.in May 2012.
 DN4948
 DN4948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4948.GEOID18 height accuracy estimate available here.
 DN4948
 DN4948.Click photographs - Photos may exist for this station.
 DN4948
 DN4948.The dynamic height is computed by dividing the NAVD 88
 DN4948.geopotential number by the normal gravity value computed on the
 DN4948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4948.degrees latitude (g = 980.6199 gals.).
 DN4948
 DN4948.The modeled gravity was interpolated from observed gravity values.
 DN4948
 DN4948;                    North         East    Units  Estimated Accuracy
 DN4948;SPC WI N     -    70,422.2     511,286.9     MT  (+/- 3 meters HH1 GPS) 
 DN4948
 DN4948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4447072900(NAD 83)
 DN4948
 DN4948                          SUPERSEDED SURVEY CONTROL
 DN4948
 DN4948.No superseded survey control is available for this station.
 DN4948
 DN4948_MARKER: DD = SURVEY DISK
 DN4948_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN4948_SP_SET: BRIDGE ABUTMENT
 DN4948_STAMPING: 8A002
 DN4948_MARK LOGO: WIDT
 DN4948_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4948+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2010
 DN4948
 DN4948  HISTORY     - Date     Condition        Report By
 DN4948  HISTORY     - 2008     MONUMENTED       WIDT
 DN4948  HISTORY     - 20100324 GOOD             WIDT
 DN4948
 DN4948                          STATION DESCRIPTION
 DN4948
 DN4948'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4948'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN4948'HIGHWAY 27 SOUTH AND COUNTY HIGHWAY G NORTH IN THE COMMUNITY OF
 DN4948'OJIBWA, GO WEST ON STATE HIGHWAYS 27 AND 70 FOR 1.15 MI (1.9 KM) TO A
 DN4948'BRIDGE OVER THE CHIPPEWA RIVER AND THE STATION ON THE LEFT.
 DN4948'
 DN4948'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4948'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DN4948'OF THE WEST ABUTMENT OF BRIDGE NUMBER B-57-73, APPROXIMATELY LEVEL
 DN4948'WITH THE HIGHWAY.
 DN4948'
 DN4948'THE STATION IS 12.2 M (40.0 FT) SOUTH OF THE CENTERLINE OF STATE
 DN4948'HIGHWAY 27 AND 70 AND IS 20 CM (8 INCHES) WEST OF THE BASE PLATE OF
 DN4948'THE FOURTH STEEL I BEAM SUPPORTING THE SOUTH GUARD RAIL OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6133 ***********************************************************************
 DO6133  DESIGNATION -  8A006
 DO6133  PID         -  DO6133
 DO6133  STATE/COUNTY-  WI/BAYFIELD
 DO6133  COUNTRY     -  US
 DO6133  USGS QUAD   -  PORT WING (2018)
 DO6133
 DO6133                         *CURRENT SURVEY CONTROL
 DO6133  ______________________________________________________________________
 DO6133* NAD 83(1986) POSITION- 46 46 29.9    (N) 091 23 38.3    (W)   HD_HELD2
 DO6133* NAVD 88 ORTHO HEIGHT -   190.873 (meters)      626.22  (feet) ADJUSTED
 DO6133  ______________________________________________________________________
 DO6133  GEOID HEIGHT    -        -30.418 (meters)                     GEOID18
 DO6133  DYNAMIC HEIGHT  -        190.885 (meters)      626.26  (feet) COMP
 DO6133  MODELED GRAVITY -    980,670.2   (mgal)                       NAVD 88
 DO6133
 DO6133  VERT ORDER      -  SECOND    CLASS I
 DO6133
 DO6133.The horizontal coordinates were established by autonomous hand held GPS
 DO6133.observations and have an estimated accuracy of +/- 10 meters.
 DO6133
 DO6133.The orthometric height was determined by differential leveling and
 DO6133.adjusted by the NATIONAL GEODETIC SURVEY
 DO6133.in February 2017.
 DO6133
 DO6133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6133.GEOID18 height accuracy estimate available here.
 DO6133
 DO6133.Click photographs - Photos may exist for this station.
 DO6133
 DO6133.The dynamic height is computed by dividing the NAVD 88
 DO6133.geopotential number by the normal gravity value computed on the
 DO6133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6133.degrees latitude (g = 980.6199 gals.).
 DO6133
 DO6133.The modeled gravity was interpolated from observed gravity values.
 DO6133
 DO6133;                    North         East    Units  Estimated Accuracy
 DO6133;SPC WI N     -   179,696.      493,541.      MT  (+/- 10 meters HH2 GPS)
 DO6133
 DO6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2260981410(NAD 83)
 DO6133
 DO6133                          SUPERSEDED SURVEY CONTROL
 DO6133
 DO6133  NAVD 88 (07/25/13)  190.890  (m)          626.28   (f) SUPERSEDED  2 1
 DO6133
 DO6133.Superseded values are not recommended for survey control.
 DO6133
 DO6133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6133.See file dsdata.pdf to determine how the superseded data were derived.
 DO6133
 DO6133_MARKER: DD = SURVEY DISK
 DO6133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6133_SP_SET: BRIDGE ABUTMENT
 DO6133_STAMPING: 8A006
 DO6133_MARK LOGO: WIDT
 DO6133_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6133+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2012
 DO6133
 DO6133  HISTORY     - Date     Condition        Report By
 DO6133  HISTORY     - UNK      MONUMENTED       WIDT
 DO6133  HISTORY     - 20120920 GOOD             WIDT
 DO6133
 DO6133                          STATION DESCRIPTION
 DO6133
 DO6133'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6133'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) NORTH-NORTHEAST OF
 DO6133'OULU, 7.5 MI (12.1 KM) WEST-SOUTHWEST OF HERBSTER AND JUST WEST OF THE
 DO6133'TOWN OF PORT WING.
 DO6133'
 DO6133'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6133'HIGHWAY A IN THE TOWN OF PORT WING, GO WEST ON STATE HIGHWAY 13 FOR
 DO6133'0.3 MI (0.5 KM) TO A BRIDGE OVER LARSON CREEK AND THE STATION ON THE
 DO6133'LEFT.
 DO6133'
 DO6133'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION SURVEY
 DO6133'STATION DISK SET IN A DRILL HOLE IN THE TOP OF THE SOUTH END OF THE
 DO6133'WEST ABUTMENT OF THE BRIDGE -B-4-104-, APPROXIMATELY LEVEL WITH THE
 DO6133'HIGHWAY PAVEMENT.  THE STATION IS 6.1 M (20.0 FT) SOUTH OF THE
 DO6133'CENTERLINE OF STATE HIGHWAY 13 AND 12.0 M (39.4 FT) WEST OF AN
 DO6133'EXPANSION JOINT.
 DO6133'
 DO6133'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6133'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5237 ***********************************************************************
 DN5237  DESIGNATION -  8A007
 DN5237  PID         -  DN5237
 DN5237  STATE/COUNTY-  WI/ASHLAND
 DN5237  COUNTRY     -  US
 DN5237  USGS QUAD   -  BUTTERNUT (2018)
 DN5237
 DN5237                         *CURRENT SURVEY CONTROL
 DN5237  ______________________________________________________________________
 DN5237* NAD 83(1986) POSITION- 46 01 27.     (N) 090 29 15.     (W)   SCALED
 DN5237* NAVD 88 ORTHO HEIGHT -   459.337 (meters)     1507.01  (feet) ADJUSTED
 DN5237  ______________________________________________________________________
 DN5237  GEOID HEIGHT    -        -30.476 (meters)                     GEOID18
 DN5237  DYNAMIC HEIGHT  -        459.330 (meters)     1506.99  (feet) COMP
 DN5237  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 DN5237
 DN5237  VERT ORDER      -  SECOND    CLASS I
 DN5237
 DN5237.The horizontal coordinates were scaled from a map and have
 DN5237.an estimated accuracy of +/- 6 seconds.
 DN5237
 DN5237.The orthometric height was determined by differential leveling and
 DN5237.adjusted by the WI DEPT OF TRANSP
 DN5237.in May 2012.
 DN5237
 DN5237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5237.GEOID18 height accuracy estimate available here.
 DN5237
 DN5237.Click photographs - Photos may exist for this station.
 DN5237
 DN5237.The dynamic height is computed by dividing the NAVD 88
 DN5237.geopotential number by the normal gravity value computed on the
 DN5237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5237.degrees latitude (g = 980.6199 gals.).
 DN5237
 DN5237.The modeled gravity was interpolated from observed gravity values.
 DN5237
 DN5237;                    North         East    Units  Estimated Accuracy
 DN5237;SPC WI N     -    95,420.      562,260.      MT  (+/- 180 meters Scaled)
 DN5237
 DN5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL944998(NAD 83)
 DN5237
 DN5237                          SUPERSEDED SURVEY CONTROL
 DN5237
 DN5237.No superseded survey control is available for this station.
 DN5237
 DN5237_MARKER: DD = SURVEY DISK
 DN5237_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5237_SP_SET: BRIDGE ABUTMENT
 DN5237_STAMPING: 8A007
 DN5237_MARK LOGO: WIDT
 DN5237_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5237+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DN5237
 DN5237  HISTORY     - Date     Condition        Report By
 DN5237  HISTORY     - 2004     MONUMENTED       WIDT
 DN5237  HISTORY     - 20100602 GOOD             WIDT
 DN5237  HISTORY     - 20121115 GOOD             WIDT
 DN5237
 DN5237                          STATION DESCRIPTION
 DN5237
 DN5237'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5237'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN5237'HIGHWAY F IN THE VILLAGE OF BUTTERNUT, GO EAST AND THEN NORTH ON
 DN5237'COUNTY HIGHWAY F FOR 1.25 MI (2.0 KM) TO A BRIDGE -B-02-0060- OVER
 DN5237'BUTTERNUT CREEK AND THE STATION ON THE RIGHT.
 DN5237'
 DN5237'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5237'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5237'THE SOUTH END OF THE WEST BRIDGE ABUTMENT, APPROXIMATELY LEVEL WITH
 DN5237'THE HIGHWAY PAVEMENT.  THE STATION IS 5.0 M (16.4 FT) SOUTH OF THE
 DN5237'CENTERLINE OF COUNTY HIGHWAY F AND 4.2 M (13.8 FT) NORTHEAST OF A
 DN5237'WHITE PLASTIC WITNESS POST.
 DN5237'
 DN5237'NOTE-BRIDGE B-2-0060 IS THE THIRD BRIDGE CROSSING OF BUTTERNUT CREEK
 DN5237'HEADING EAST FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY HIGHWAY
 DN5237'F IN THE VILLAGE OF BUTTERNUT.
 DN5237
 DN5237                          STATION RECOVERY (2012)
 DN5237
 DN5237'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DN5237'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4429 ***********************************************************************
 DL4429  DESIGNATION -  8A025
 DL4429  PID         -  DL4429
 DL4429  STATE/COUNTY-  WI/BARRON
 DL4429  COUNTRY     -  US
 DL4429  USGS QUAD   -  BARRON (2018)
 DL4429
 DL4429                         *CURRENT SURVEY CONTROL
 DL4429  ______________________________________________________________________
 DL4429* NAD 83(1986) POSITION- 45 24 23.3    (N) 091 50 53.3    (W)   HD_HELD2
 DL4429* NAVD 88 ORTHO HEIGHT -   338.097 (meters)     1109.24  (feet) ADJUSTED
 DL4429  ______________________________________________________________________
 DL4429  GEOID HEIGHT    -        -30.350 (meters)                     GEOID18
 DL4429  DYNAMIC HEIGHT  -        338.067 (meters)     1109.14  (feet) COMP
 DL4429  MODELED GRAVITY -    980,518.5   (mgal)                       NAVD 88
 DL4429
 DL4429  VERT ORDER      -  SECOND    CLASS I
 DL4429
 DL4429.The horizontal coordinates were established by autonomous hand held GPS
 DL4429.observations and have an estimated accuracy of +/- 10 meters.
 DL4429
 DL4429.The orthometric height was determined by differential leveling and
 DL4429.adjusted by the WI DEPT OF TRANSP
 DL4429.in May 2012.
 DL4429
 DL4429.No vertical observational check was made to the station.
 DL4429
 DL4429.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4429.GEOID18 height accuracy estimate available here.
 DL4429
 DL4429.Click photographs - Photos may exist for this station.
 DL4429
 DL4429.The dynamic height is computed by dividing the NAVD 88
 DL4429.geopotential number by the normal gravity value computed on the
 DL4429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4429.degrees latitude (g = 980.6199 gals.).
 DL4429
 DL4429.The modeled gravity was interpolated from observed gravity values.
 DL4429
 DL4429;                    North         East    Units  Estimated Accuracy
 DL4429;SPC WI C     -   176,457.      455,329.      MT  (+/- 10 meters HH2 GPS)
 DL4429
 DL4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9014028751(NAD 83)
 DL4429
 DL4429                          SUPERSEDED SURVEY CONTROL
 DL4429
 DL4429.No superseded survey control is available for this station.
 DL4429
 DL4429_MARKER: DD = SURVEY DISK
 DL4429_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4429_SP_SET: BRIDGE ABUTMENT
 DL4429_STAMPING: 8A025
 DL4429_MARK LOGO: WIDT
 DL4429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4429+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2009
 DL4429
 DL4429  HISTORY     - Date     Condition        Report By
 DL4429  HISTORY     - 2006     MONUMENTED       WIDT
 DL4429  HISTORY     - 20070911 GOOD             WIDT
 DL4429  HISTORY     - 20091113 GOOD             WIDT
 DL4429
 DL4429                          STATION DESCRIPTION
 DL4429
 DL4429'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4429'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF RICE LAKE,
 DL4429'5.5 MI (8.8 KM) EAST OF POSKIN AND 0.4 MI (0.6 KM) NORTH OF BARRON.
 DL4429'
 DL4429'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (DIVISION
 DL4429'AVENUE) WITH STATE HIGHWAY 25 (NORTH SIXTH STREET) IN THE CITY OF
 DL4429'BARRON, GO NORTH ON STATE HIGHWAY 25 (NORTH SIXTH STREET BECOMING
 DL4429'NORTH SEVENTH STREET) FOR 0.35 MI (0.6 KM) TO A BRIDGE OVER THE YELLOW
 DL4429'RIVER AND THE STATION ON THE RIGHT.
 DL4429'
 DL4429'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION SURVEY
 DL4429'STATION DISK SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 DL4429'BRIDGE NUMBER B-3-10, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT, 5.6 M
 DL4429'(18.4 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 25 (NORTH SEVENTH
 DL4429'STREET), 4.6 M (15.1 FT) NORTH OF A NO FISHING FROM BRIDGE WOODEN SIGN
 DL4429'POST, 3.0 M (9.8 FT) NORTH OF THE SOUTH END OF THE ABUTMENT, 10 CM (4
 DL4429'INCHES) SOUTH OF A BRIDGE EXPANSION JOINT AND 3.4 M (11.2 FT) NORTH OF
 DL4429'A WHITE PLASTIC WITNESS POST.
 DL4429'
 DL4429'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4429'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST OF THE STATION
 DL4429'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DL4429
 DL4429                          STATION RECOVERY (2009)
 DL4429
 DL4429'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 DL4429'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO1034 ***********************************************************************
 DO1034  DESIGNATION -  8A036
 DO1034  PID         -  DO1034
 DO1034  STATE/COUNTY-  WI/BURNETT
 DO1034  COUNTRY     -  US
 DO1034  USGS QUAD   -  WEBB LAKE (2019)
 DO1034
 DO1034                         *CURRENT SURVEY CONTROL
 DO1034  ______________________________________________________________________
 DO1034* NAD 83(1986) POSITION- 46 02 01.8    (N) 092 08 41.2    (W)   HD_HELD2
 DO1034* NAVD 88 ORTHO HEIGHT -   288.809 (meters)      947.53  (feet) ADJUSTED
 DO1034  ______________________________________________________________________
 DO1034  GEOID HEIGHT    -        -26.679 (meters)                     GEOID18
 DO1034  DYNAMIC HEIGHT  -        288.836 (meters)      947.62  (feet) COMP
 DO1034  MODELED GRAVITY -    980,699.4   (mgal)                       NAVD 88
 DO1034
 DO1034  VERT ORDER      -  SECOND    CLASS I
 DO1034
 DO1034.The horizontal coordinates were established by autonomous hand held GPS
 DO1034.observations and have an estimated accuracy of +/- 10 meters.
 DO1034
 DO1034.The orthometric height was determined by differential leveling and
 DO1034.adjusted by the NATIONAL GEODETIC SURVEY
 DO1034.in October 2012.
 DO1034
 DO1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1034.GEOID18 height accuracy estimate available here.
 DO1034
 DO1034.Click photographs - Photos may exist for this station.
 DO1034
 DO1034.The dynamic height is computed by dividing the NAVD 88
 DO1034.geopotential number by the normal gravity value computed on the
 DO1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1034.degrees latitude (g = 980.6199 gals.).
 DO1034
 DO1034.The modeled gravity was interpolated from observed gravity values.
 DO1034
 DO1034;                    North         East    Units  Estimated Accuracy
 DO1034;SPC WI N     -    98,622.      433,989.      MT  (+/- 10 meters HH2 GPS)
 DO1034
 DO1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6618198162(NAD 83)
 DO1034
 DO1034                          SUPERSEDED SURVEY CONTROL
 DO1034
 DO1034.No superseded survey control is available for this station.
 DO1034
 DO1034_MARKER: DD = SURVEY DISK
 DO1034_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO1034_SP_SET: BRIDGE ABUTMENT
 DO1034_STAMPING: 8A036
 DO1034_MARK LOGO: WIDT
 DO1034_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1034+SATELLITE: SATELLITE OBSERVATIONS - 2011
 DO1034
 DO1034  HISTORY     - Date     Condition        Report By
 DO1034  HISTORY     - 2011     MONUMENTED       WIDT
 DO1034
 DO1034                          STATION DESCRIPTION
 DO1034
 DO1034'DESCRIBED BY WI DEPT OF TRANSP 2011 (ES)
 DO1034'THE STATION IS LOCATED ABOUT 12.6 MI (20.3 KM) SOUTH OF DAIRYLAND,
 DO1034'11.1 MI (17.9 KM) EAST OF DANBURY AND 1.8 MI (2.9 KM) NORTH-NORTHWEST
 DO1034'OF WEBB LAKE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO1034'
 DO1034'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 77 WITH COUNTY ROAD H
 DO1034'1.8 MI (2.9 KM) NORTHWEST OF WEBB LAKE WISCONSIN, GO EAST ON STATE
 DO1034'HIGHWAY 77 FOR 0.1 MI (0.2 KM) AND THE STATION ON THE RIGHT.
 DO1034'
 DO1034'THE STATION IS LOCATED 0.1 MI (0.2 KM) EAST OF COUNTY ROAD H, 7.2 M
 DO1034'(23.6 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 77, SOUTH END
 DO1034'OF THE WEST ABUTMENT OF BRIDGE NUMBER B-7-49.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8361 ***********************************************************************
 DM8361  DESIGNATION -  8A049
 DM8361  PID         -  DM8361
 DM8361  STATE/COUNTY-  WI/TAYLOR
 DM8361  COUNTRY     -  US
 DM8361  USGS QUAD   -  JUMP RIVER (2018)
 DM8361
 DM8361                         *CURRENT SURVEY CONTROL
 DM8361  ______________________________________________________________________
 DM8361* NAD 83(1986) POSITION- 45 21 14.18   (N) 090 47 19.36   (W)   HD_HELD1
 DM8361* NAVD 88 ORTHO HEIGHT -   360.511 (meters)     1182.78  (feet) ADJUSTED
 DM8361  ______________________________________________________________________
 DM8361  GEOID HEIGHT    -        -30.547 (meters)                     GEOID18
 DM8361  DYNAMIC HEIGHT  -        360.492 (meters)     1182.71  (feet) COMP
 DM8361  MODELED GRAVITY -    980,550.6   (mgal)                       NAVD 88
 DM8361
 DM8361  VERT ORDER      -  SECOND    CLASS I
 DM8361
 DM8361.The horizontal coordinates were determined by differentially corrected
 DM8361.hand held GPS observations or other comparable positioning techniques
 DM8361.and have an estimated accuracy of +/- 3 meters.
 DM8361
 DM8361.The orthometric height was determined by differential leveling and
 DM8361.adjusted by the WI DEPT OF TRANSP
 DM8361.in May 2012.
 DM8361
 DM8361.No vertical observational check was made to the station.
 DM8361
 DM8361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8361.GEOID18 height accuracy estimate available here.
 DM8361
 DM8361.Click photographs - Photos may exist for this station.
 DM8361
 DM8361.The dynamic height is computed by dividing the NAVD 88
 DM8361.geopotential number by the normal gravity value computed on the
 DM8361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8361.degrees latitude (g = 980.6199 gals.).
 DM8361
 DM8361.The modeled gravity was interpolated from observed gravity values.
 DM8361
 DM8361;                    North         East    Units  Estimated Accuracy
 DM8361;SPC WI C     -   169,272.6     538,199.2     MT  (+/- 3 meters HH1 GPS) 
 DM8361
 DM8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7320624648(NAD 83)
 DM8361
 DM8361                          SUPERSEDED SURVEY CONTROL
 DM8361
 DM8361.No superseded survey control is available for this station.
 DM8361
 DM8361_MARKER: DD = SURVEY DISK
 DM8361_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM8361_SP_SET: BRIDGE PARAPET WALL
 DM8361_STAMPING: 8A049
 DM8361_MARK LOGO: WIDT
 DM8361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8361+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 DM8361
 DM8361  HISTORY     - Date     Condition        Report By
 DM8361  HISTORY     - 2008     MONUMENTED       WIDT
 DM8361  HISTORY     - 20090615 GOOD             WIDT
 DM8361
 DM8361                          STATION DESCRIPTION
 DM8361
 DM8361'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8361'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 AND COUNTY
 DM8361'HIGHWAY D APPROXIMATELY 0.7 MI (1.1 KM) EAST OF THE COMMUNITY OF JUMP
 DM8361'RIVER, GO WEST ON STATE HIGHWAY 73 FOR APPROXIMATELY 0.3 MI (0.5 KM)
 DM8361'TO BRIDGE 'B-60-109' OVER THE JUMP RIVER AND THE STATION ON THE RIGHT.
 DM8361'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION SURVEY
 DM8361'CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF THE EAST END OF
 DM8361'THE NORTH PARAPET WALL APPROXIMATELY 2.7 FT (0.8 M) HIGHER THAN THE
 DM8361'HIGHWAY PAVEMENT.
 DM8361'
 DM8361'THE STATION IS 21.0 FT (6.4 M) NORTH OF THE CENTERLINE OF HIGHWAY 73,
 DM8361'75.8 FT (23.1 M) WEST OF A 'RIGHT TURN' SIGN, 4.9 FT (1.5 M) WEST OF A
 DM8361'REFLECTIVE BRIDGE MARKER SIGN AND 88.4 M (290.0 FT) WEST OF A
 DM8361''WAYSIDE' SIGN.
 DM8361'
 DM8361'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DM8361'EXTENDING TO 20 DEGREES AND TO THE SOUTH AT 15 DEGREES ABOVE THE
 DM8361'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5381 ***********************************************************************
 DN5381  DESIGNATION -  8B46
 DN5381  PID         -  DN5381
 DN5381  STATE/COUNTY-  WI/BURNETT
 DN5381  COUNTRY     -  US
 DN5381  USGS QUAD   -  WEBB LAKE (2019)
 DN5381
 DN5381                         *CURRENT SURVEY CONTROL
 DN5381  ______________________________________________________________________
 DN5381* NAD 83(1986) POSITION- 46 06 44.1    (N) 092 12 17.2    (W)   HD_HELD2
 DN5381* NAVD 88 ORTHO HEIGHT -   287.428 (meters)      943.00  (feet) ADJUSTED
 DN5381  ______________________________________________________________________
 DN5381  GEOID HEIGHT    -        -26.426 (meters)                     GEOID18
 DN5381  DYNAMIC HEIGHT  -        287.458 (meters)      943.10  (feet) COMP
 DN5381  MODELED GRAVITY -    980,711.8   (mgal)                       NAVD 88
 DN5381
 DN5381  VERT ORDER      -  SECOND    CLASS I
 DN5381
 DN5381.The horizontal coordinates were established by autonomous hand held GPS
 DN5381.observations and have an estimated accuracy of +/- 10 meters.
 DN5381
 DN5381.The orthometric height was determined by differential leveling and
 DN5381.adjusted by the WI DEPT OF TRANSP
 DN5381.in May 2012.
 DN5381
 DN5381.No vertical observational check was made to the station.
 DN5381
 DN5381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5381.GEOID18 height accuracy estimate available here.
 DN5381
 DN5381.Click photographs - Photos may exist for this station.
 DN5381
 DN5381.The dynamic height is computed by dividing the NAVD 88
 DN5381.geopotential number by the normal gravity value computed on the
 DN5381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5381.degrees latitude (g = 980.6199 gals.).
 DN5381
 DN5381.The modeled gravity was interpolated from observed gravity values.
 DN5381
 DN5381;                    North         East    Units  Estimated Accuracy
 DN5381;SPC WI N     -   107,461.      429,587.      MT  (+/- 10 meters HH2 GPS)
 DN5381
 DN5381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6145106826(NAD 83)
 DN5381
 DN5381                          SUPERSEDED SURVEY CONTROL
 DN5381
 DN5381.No superseded survey control is available for this station.
 DN5381
 DN5381_MARKER: DD = SURVEY DISK
 DN5381_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN5381_SP_SET: CULVERT WING WALL
 DN5381_STAMPING: 8B46 2006
 DN5381_MARK LOGO: WIDT
 DN5381_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5381+STABILITY: SURFACE MOTION
 DN5381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5381+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 DN5381
 DN5381  HISTORY     - Date     Condition        Report By
 DN5381  HISTORY     - 2006     MONUMENTED       WIDT
 DN5381  HISTORY     - 20100506 GOOD             WIDT
 DN5381
 DN5381                          STATION DESCRIPTION
 DN5381
 DN5381'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5381'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5381'HIGHWAY 77 EAST APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE COMMUNITY
 DN5381'OF DANBURY, GO NORTHEAST ON STATE HIGHWAY 35 FOR 5.2 MI (8.4 KM) TO
 DN5381'COUNTY HIGHWAY H RIGHT AND GOLDSMITH TRAIL LEFT.  CONTINUE NORTH ON
 DN5381'STATE HIGHWAY 35 FOR 0.4 MI (0.6 KM) TO THE BRIDGE OVER THE SAINT
 DN5381'CROIX RIVER AND SOUTH MARKVILLE ROAD LEFT.  CONTINUE NORTH ON STATE
 DN5381'HIGHWAY 35 FOR 2.5 MI (4.0 KM) TO SAINT CROIX TRAIL RIGHT.  TURN RIGHT
 DN5381'AND GO EAST ON SAINT CROIX TRAIL FOR 1.75 MI (2.8 KM) TO A BOX CULVERT
 DN5381'AND THE STATION ON THE RIGHT.
 DN5381'
 DN5381'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5381'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5381'THE SOUTHEAST CULVERT WING WALL APPROXIMATELY LEVEL WITH THE ROAD
 DN5381'PAVEMENT.
 DN5381'
 DN5381'THE STATION IS 3.7 M (12.1 FT) SOUTH OF THE CENTERLINE OF SAINT CROIX
 DN5381'TRAIL AND 0.6 M (2.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DN5381'
 DN5381'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5381'QUADRANTS EXTENDING TO 70 DEGREES AND TREES IN THE NORTH QUADRANTS
 DN5381'EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5382 ***********************************************************************
 DN5382  DESIGNATION -  8B47
 DN5382  PID         -  DN5382
 DN5382  STATE/COUNTY-  WI/BURNETT
 DN5382  COUNTRY     -  US
 DN5382  USGS QUAD   -  WEBB LAKE (2019)
 DN5382
 DN5382                         *CURRENT SURVEY CONTROL
 DN5382  ______________________________________________________________________
 DN5382* NAD 83(1986) POSITION- 46 06 59.8    (N) 092 07 53.2    (W)   HD_HELD2
 DN5382* NAVD 88 ORTHO HEIGHT -   280.115 (meters)      919.01  (feet) ADJUSTED
 DN5382  ______________________________________________________________________
 DN5382  GEOID HEIGHT    -        -26.530 (meters)                     GEOID18
 DN5382  DYNAMIC HEIGHT  -        280.144 (meters)      919.11  (feet) COMP
 DN5382  MODELED GRAVITY -    980,709.2   (mgal)                       NAVD 88
 DN5382
 DN5382  VERT ORDER      -  SECOND    CLASS I
 DN5382
 DN5382.The horizontal coordinates were established by autonomous hand held GPS
 DN5382.observations and have an estimated accuracy of +/- 10 meters.
 DN5382
 DN5382.The orthometric height was determined by differential leveling and
 DN5382.adjusted by the WI DEPT OF TRANSP
 DN5382.in May 2012.
 DN5382
 DN5382.No vertical observational check was made to the station.
 DN5382
 DN5382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5382.GEOID18 height accuracy estimate available here.
 DN5382
 DN5382.Click photographs - Photos may exist for this station.
 DN5382
 DN5382.The dynamic height is computed by dividing the NAVD 88
 DN5382.geopotential number by the normal gravity value computed on the
 DN5382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5382.degrees latitude (g = 980.6199 gals.).
 DN5382
 DN5382.The modeled gravity was interpolated from observed gravity values.
 DN5382
 DN5382;                    North         East    Units  Estimated Accuracy
 DN5382;SPC WI N     -   107,791.      435,267.      MT  (+/- 10 meters HH2 GPS)
 DN5382
 DN5382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6711207370(NAD 83)
 DN5382
 DN5382                          SUPERSEDED SURVEY CONTROL
 DN5382
 DN5382.No superseded survey control is available for this station.
 DN5382
 DN5382_MARKER: DD = SURVEY DISK
 DN5382_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5382_SP_SET: BRIDGE ABUTMENT
 DN5382_STAMPING: 8B47 2006
 DN5382_MARK LOGO: WIDT
 DN5382_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5382+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 DN5382
 DN5382  HISTORY     - Date     Condition        Report By
 DN5382  HISTORY     - 2006     MONUMENTED       WIDT
 DN5382  HISTORY     - 20100512 GOOD             WIDT
 DN5382
 DN5382                          STATION DESCRIPTION
 DN5382
 DN5382'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5382'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5382'HIGHWAY 77 EAST APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE COMMUNITY
 DN5382'OF DANBURY, GO NORTHEAST ON STATE HIGHWAY 35 FOR 5.2 MI (8.4 KM) TO
 DN5382'COUNTY HIGHWAY H RIGHT AND GOLDSMITH TRAIL LEFT.  CONTINUE NORTH ON
 DN5382'STATE HIGHWAY 35 FOR 0.4 MI (0.6 KM) TO THE BRIDGE OVER THE SAINT
 DN5382'CROIX RIVER AND SOUTH MARKVILLE ROAD LEFT.  CONTINUE NORTH ON STATE
 DN5382'HIGHWAY 35 FOR 2.5 MI (4.0 KM) TO SAINT CROIX TRAIL RIGHT.  TURN RIGHT
 DN5382'AND GO EAST ON SAINT CROIX TRAIL FOR 4.3 MI (6.9 KM) TO PERKINS TRAIL
 DN5382'LEFT.  CONTINUE EAST ON SAINT CROIX TRAIL FOR 1.1 MI (1.8 KM) TO
 DN5382'BRIDGE -B-7-10-83- OVER THE ST. CROIX RIVER AND THE STATION ON THE
 DN5382'LEFT.
 DN5382'
 DN5382'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5382'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5382'THE NORTH END OF THE EAST BRIDGE ABUTMENT APPROXIMATELY LEVEL WITH THE
 DN5382'ROAD PAVEMENT.
 DN5382'
 DN5382'THE STATION IS 4.3 M (14.1 FT) NORTH OF THE CENTERLINE OF SAINT CROIX
 DN5382'TRAIL, 1.5 MI (2.4 KM) WEST OF NAMEKAGON TRAIL AND 0.8 M (2.6 FT) WEST
 DN5382'OF A WHITE PLASTIC WITNESS POST.
 DN5382'
 DN5382'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH
 DN5382'EXTENDING TO 60 DEGREES, TREES TO THE SOUTHEAST EXTENDING TO 30
 DN5382'DEGREES AND TREES TO THE SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE
 DN5382'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5384 ***********************************************************************
 DN5384  DESIGNATION -  8B49
 DN5384  PID         -  DN5384
 DN5384  STATE/COUNTY-  WI/WASHBURN
 DN5384  COUNTRY     -  US
 DN5384  USGS QUAD   -  FROG LAKE (2019)
 DN5384
 DN5384                         *CURRENT SURVEY CONTROL
 DN5384  ______________________________________________________________________
 DN5384* NAD 83(1986) POSITION- 46 05 59.1    (N) 092 02 49.4    (W)   HD_HELD2
 DN5384* NAVD 88 ORTHO HEIGHT -   314.542 (meters)     1031.96  (feet) ADJUSTED
 DN5384  ______________________________________________________________________
 DN5384  GEOID HEIGHT    -        -26.725 (meters)                     GEOID18
 DN5384  DYNAMIC HEIGHT  -        314.572 (meters)     1032.06  (feet) COMP
 DN5384  MODELED GRAVITY -    980,701.9   (mgal)                       NAVD 88
 DN5384
 DN5384  VERT ORDER      -  SECOND    CLASS I
 DN5384
 DN5384.The horizontal coordinates were established by autonomous hand held GPS
 DN5384.observations and have an estimated accuracy of +/- 10 meters.
 DN5384
 DN5384.The orthometric height was determined by differential leveling and
 DN5384.adjusted by the WI DEPT OF TRANSP
 DN5384.in May 2012.
 DN5384
 DN5384.No vertical observational check was made to the station.
 DN5384
 DN5384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5384.GEOID18 height accuracy estimate available here.
 DN5384
 DN5384.Click photographs - Photos may exist for this station.
 DN5384
 DN5384.The dynamic height is computed by dividing the NAVD 88
 DN5384.geopotential number by the normal gravity value computed on the
 DN5384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5384.degrees latitude (g = 980.6199 gals.).
 DN5384
 DN5384.The modeled gravity was interpolated from observed gravity values.
 DN5384
 DN5384;                    North         East    Units  Estimated Accuracy
 DN5384;SPC WI N     -   105,746.      441,740.      MT  (+/- 10 meters HH2 GPS)
 DN5384
 DN5384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7365505571(NAD 83)
 DN5384
 DN5384                          SUPERSEDED SURVEY CONTROL
 DN5384
 DN5384.No superseded survey control is available for this station.
 DN5384
 DN5384_MARKER: DD = SURVEY DISK
 DN5384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5384_STAMPING: 8B49 2006
 DN5384_MARK LOGO: WIDT
 DN5384_PROJECTION: FLUSH
 DN5384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5384+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DN5384
 DN5384  HISTORY     - Date     Condition        Report By
 DN5384  HISTORY     - 2005     MONUMENTED       WIDT
 DN5384  HISTORY     - 20100517 GOOD             WIDT
 DN5384
 DN5384                          STATION DESCRIPTION
 DN5384
 DN5384'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5384'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DN5384'HIGHWAY 77 ON THE WEST SIDE OF THE VILLAGE OF MINONG, GO WEST ON STATE
 DN5384'HIGHWAY 77 FOR 0.9 MI (1.4 KM) TO COUNTY HIGHWAY I RIGHT.  TURN RIGHT
 DN5384'AND GO NORTH ON COUNTY HIGHWAY I FOR 0.8 MI (1.3 KM) TO NANCY LAKE
 DN5384'ROAD LEFT.  TURN LEFT AND GO SOUTHWEST THEN WEST ON NANCY LAKE ROAD
 DN5384'FOR 6.4 MI (10.3 KM) TO THREE MI (4.8 KM) ROAD.  CONTINUE WEST ON
 DN5384'NANCY LAKE ROAD FOR 2.2 MI (3.5 KM) TO A SANDY WOODS ROAD UP A HILL ON
 DN5384'THE RIGHT.  CONTINUE WEST ON NANCY LAKE ROAD FOR 0.9 MI (1.4 KM) TO
 DN5384'THE STATION ON THE LEFT.
 DN5384'
 DN5384'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5384'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5384'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5384'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE ROAD SURFACE.
 DN5384'
 DN5384'THE STATION IS 6.2 M (20.3 FT) SOUTH OF THE CENTERLINE OF NANCY LAKE
 DN5384'ROAD, 2.0 MI (3.2 KM) WEST OF MISTY BOG ROAD, 0.15 MI (0.2 KM) EAST OF
 DN5384'COUNTY LINE DRIVE AND THE WASHBURN-BURNETT COUNTY LINE, APPROXIMATELY
 DN5384'88.5 M (290.4 FT) EAST-SOUTHEAST OF A -RIGHT CURVE AHEAD- WOODEN SIGN
 DN5384'POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING
 DN5384'THE STATION.
 DN5384'
 DN5384'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5384'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE NORTH QUADRANTS
 DN5384'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5385 ***********************************************************************
 DN5385  DESIGNATION -  8B50
 DN5385  PID         -  DN5385
 DN5385  STATE/COUNTY-  WI/WASHBURN
 DN5385  COUNTRY     -  US
 DN5385  USGS QUAD   -  FROG LAKE (2019)
 DN5385
 DN5385                         *CURRENT SURVEY CONTROL
 DN5385  ______________________________________________________________________
 DN5385* NAD 83(1986) POSITION- 46 06 06.5    (N) 092 00 29.7    (W)   HD_HELD2
 DN5385* NAVD 88 ORTHO HEIGHT -   310.181 (meters)     1017.65  (feet) ADJUSTED
 DN5385  ______________________________________________________________________
 DN5385  GEOID HEIGHT    -        -26.806 (meters)                     GEOID18
 DN5385  DYNAMIC HEIGHT  -        310.210 (meters)     1017.75  (feet) COMP
 DN5385  MODELED GRAVITY -    980,699.2   (mgal)                       NAVD 88
 DN5385
 DN5385  VERT ORDER      -  SECOND    CLASS I
 DN5385
 DN5385.The horizontal coordinates were established by autonomous hand held GPS
 DN5385.observations and have an estimated accuracy of +/- 10 meters.
 DN5385
 DN5385.The orthometric height was determined by differential leveling and
 DN5385.adjusted by the WI DEPT OF TRANSP
 DN5385.in May 2012.
 DN5385
 DN5385.No vertical observational check was made to the station.
 DN5385
 DN5385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5385.GEOID18 height accuracy estimate available here.
 DN5385
 DN5385.Click photographs - Photos may exist for this station.
 DN5385
 DN5385.The dynamic height is computed by dividing the NAVD 88
 DN5385.geopotential number by the normal gravity value computed on the
 DN5385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5385.degrees latitude (g = 980.6199 gals.).
 DN5385
 DN5385.The modeled gravity was interpolated from observed gravity values.
 DN5385
 DN5385;                    North         East    Units  Estimated Accuracy
 DN5385;SPC WI N     -   105,898.      444,745.      MT  (+/- 10 meters HH2 GPS)
 DN5385
 DN5385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7665205836(NAD 83)
 DN5385
 DN5385                          SUPERSEDED SURVEY CONTROL
 DN5385
 DN5385.No superseded survey control is available for this station.
 DN5385
 DN5385_MARKER: DD = SURVEY DISK
 DN5385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5385_STAMPING: 8B50 2006
 DN5385_MARK LOGO: WIDT
 DN5385_PROJECTION: FLUSH
 DN5385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5385+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DN5385
 DN5385  HISTORY     - Date     Condition        Report By
 DN5385  HISTORY     - 2005     MONUMENTED       WIDT
 DN5385  HISTORY     - 20100518 GOOD             WIDT
 DN5385
 DN5385                          STATION DESCRIPTION
 DN5385
 DN5385'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5385'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DN5385'HIGHWAY 77 ON THE WEST SIDE OF THE VILLAGE OF MINONG, GO WEST ON STATE
 DN5385'HIGHWAY 77 FOR 0.9 MI (1.4 KM) TO COUNTY HIGHWAY I RIGHT.  TURN RIGHT
 DN5385'AND GO NORTH ON COUNTY HIGHWAY I FOR 0.8 MI (1.3 KM) TO NANCY LAKE
 DN5385'ROAD LEFT.  TURN LEFT AND GO SOUTHWEST THEN WEST ON NANCY LAKE ROAD
 DN5385'FOR 6.4 MI (10.3 KM) TO THREE MI (4.8 KM) ROAD.  CONTINUE WEST ON
 DN5385'NANCY LAKE ROAD FOR 1.0 MI (1.6 KM) TO MISTY BAY ROAD LEFT AND THE
 DN5385'STATION ON THE RIGHT.
 DN5385'
 DN5385'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5385'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5385'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5385'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.
 DN5385'
 DN5385'THE STATION IS 8.1 M (26.6 FT) NORTH OF THE CENTERLINE OF NANCY LAKE
 DN5385'ROAD, 16.2 M (53.1 FT) WEST OF THE EXTENDED CENTERLINE OF MISTY BAY
 DN5385'ROAD, 20 M (65.6 FT) WEST OF THE CENTERLINE OF A WOODS ROAD NORTH,
 DN5385'11.1 M (36.4 FT) EAST OF TELEPHONE PEDESTAL -S 8585 3- AND IS 1 M (3.3
 DN5385'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5385'
 DN5385'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5385'QUADRANTS EXTENDING TO 80 DEGREES AND TREES TO THE SOUTHEAST AND
 DN5385'SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6102 ***********************************************************************
 DO6102  DESIGNATION -  8B57
 DO6102  PID         -  DO6102
 DO6102  STATE/COUNTY-  WI/DOUGLAS
 DO6102  COUNTRY     -  US
 DO6102  USGS QUAD   -  EMPIRE SWAMP (2018)
 DO6102
 DO6102                         *CURRENT SURVEY CONTROL
 DO6102  ______________________________________________________________________
 DO6102* NAD 83(1986) POSITION- 46 17 18.30   (N) 092 06 38.18   (W)   HD_HELD1
 DO6102* NAVD 88 ORTHO HEIGHT -   376.539 (meters)     1235.36  (feet) ADJUSTED
 DO6102  ______________________________________________________________________
 DO6102  GEOID HEIGHT    -        -26.533 (meters)                     GEOID18
 DO6102  DYNAMIC HEIGHT  -        376.581 (meters)     1235.50  (feet) COMP
 DO6102  MODELED GRAVITY -    980,712.1   (mgal)                       NAVD 88
 DO6102
 DO6102  VERT ORDER      -  SECOND    CLASS I
 DO6102
 DO6102.The horizontal coordinates were determined by differentially corrected
 DO6102.hand held GPS observations or other comparable positioning techniques
 DO6102.and have an estimated accuracy of +/- 3 meters.
 DO6102
 DO6102.The orthometric height was determined by differential leveling and
 DO6102.adjusted by the NATIONAL GEODETIC SURVEY
 DO6102.in February 2017.
 DO6102
 DO6102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6102.GEOID18 height accuracy estimate available here.
 DO6102
 DO6102.Click photographs - Photos may exist for this station.
 DO6102
 DO6102.The dynamic height is computed by dividing the NAVD 88
 DO6102.geopotential number by the normal gravity value computed on the
 DO6102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6102.degrees latitude (g = 980.6199 gals.).
 DO6102
 DO6102.The modeled gravity was interpolated from observed gravity values.
 DO6102
 DO6102;                    North         East    Units  Estimated Accuracy
 DO6102;SPC WI N     -   126,837.6     437,384.8     MT  (+/- 3 meters HH1 GPS) 
 DO6102
 DO6102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6850926477(NAD 83)
 DO6102
 DO6102                          SUPERSEDED SURVEY CONTROL
 DO6102
 DO6102  NAVD 88 (07/25/13)  376.541  (m)         1235.37   (f) SUPERSEDED  2 1
 DO6102
 DO6102.Superseded values are not recommended for survey control.
 DO6102
 DO6102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6102.See file dsdata.pdf to determine how the superseded data were derived.
 DO6102
 DO6102_MARKER: DD = SURVEY DISK
 DO6102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6102_STAMPING: 8B57 2010
 DO6102_MARK LOGO: WIDT
 DO6102_PROJECTION: FLUSH
 DO6102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6102+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2012
 DO6102
 DO6102  HISTORY     - Date     Condition        Report By
 DO6102  HISTORY     - 2010     MONUMENTED       WIDT
 DO6102  HISTORY     - 20120821 GOOD             WIDT
 DO6102
 DO6102                          STATION DESCRIPTION
 DO6102
 DO6102'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6102'THE STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) WEST-SOUTHWEST OF SOLON
 DO6102'SPRINGS, 5.4 MI (8.7 KM) NORTH-NORTHEAST OF DAIRYLAND AND 2.1 MI (3.4
 DO6102'KM) EAST OF MOOSE JUNCTION.
 DO6102'
 DO6102'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DO6102'HIGHWAY M LOCATED APPROXIMATELY 29 MI (46.7 KM) SOUTH OF THE CITY OF
 DO6102'SUPERIOR, GO EAST ON COUNTY HIGHWAY M FOR 2.1 MI (3.4 KM) TO EMPIRE
 DO6102'WILDERNESS ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DO6102'
 DO6102'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6102'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6102'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6102'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.
 DO6102'THE STATION IS 12.7 M (41.7 FT) NORTH OF THE CENTERLINE OF COUNTY
 DO6102'HIGHWAY M, 13 M (42.7 FT) EAST OF THE CENTERLINE OF EMPIRE WILDERNESS
 DO6102'ROAD, 24.4 M (80.1 FT) NORTH-NORTHEAST OF A POWER POLE --ECE 119584--,
 DO6102'22.2 M (72.8 FT) SOUTH OF A WOODEN --DOUGLAS COUNTY FOREST EMPIRE
 DO6102'WILDERNESS-- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6102'THREE WHITE PLASTIC WITNESS POSTS.
 DO6102'
 DO6102'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO
 DO6102'THE NORTH AND SOUTH OF THE STATION EXTENDING HIGHER THAN 40 DEGREES
 DO6102'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6101 ***********************************************************************
 DO6101  DESIGNATION -  8B58
 DO6101  PID         -  DO6101
 DO6101  STATE/COUNTY-  WI/DOUGLAS
 DO6101  COUNTRY     -  US
 DO6101  USGS QUAD   -  EMPIRE SWAMP (2018)
 DO6101
 DO6101                         *CURRENT SURVEY CONTROL
 DO6101  ______________________________________________________________________
 DO6101* NAD 83(1986) POSITION- 46 17 16.     (N) 092 03 50.     (W)   SCALED
 DO6101* NAVD 88 ORTHO HEIGHT -   377.441 (meters)     1238.32  (feet) ADJUSTED
 DO6101  ______________________________________________________________________
 DO6101  GEOID HEIGHT    -        -26.556 (meters)                     GEOID18
 DO6101  DYNAMIC HEIGHT  -        377.484 (meters)     1238.46  (feet) COMP
 DO6101  MODELED GRAVITY -    980,714.2   (mgal)                       NAVD 88
 DO6101
 DO6101  VERT ORDER      -  SECOND    CLASS I
 DO6101
 DO6101.The horizontal coordinates were scaled from a map and have
 DO6101.an estimated accuracy of +/- 6 seconds.
 DO6101
 DO6101.The orthometric height was determined by differential leveling and
 DO6101.adjusted by the NATIONAL GEODETIC SURVEY
 DO6101.in February 2017.
 DO6101
 DO6101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6101.GEOID18 height accuracy estimate available here.
 DO6101
 DO6101.Click photographs - Photos may exist for this station.
 DO6101
 DO6101.The dynamic height is computed by dividing the NAVD 88
 DO6101.geopotential number by the normal gravity value computed on the
 DO6101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6101.degrees latitude (g = 980.6199 gals.).
 DO6101
 DO6101.The modeled gravity was interpolated from observed gravity values.
 DO6101
 DO6101;                    North         East    Units  Estimated Accuracy
 DO6101;SPC WI N     -   126,670.      440,980.      MT  (+/- 180 meters Scaled)
 DO6101
 DO6101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM721264(NAD 83)
 DO6101
 DO6101                          SUPERSEDED SURVEY CONTROL
 DO6101
 DO6101  NAVD 88 (07/25/13)  377.443  (m)         1238.33   (f) SUPERSEDED  2 1
 DO6101
 DO6101.Superseded values are not recommended for survey control.
 DO6101
 DO6101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6101.See file dsdata.pdf to determine how the superseded data were derived.
 DO6101
 DO6101_MARKER: DD = SURVEY DISK
 DO6101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6101_STAMPING: 8B58 2010
 DO6101_MARK LOGO: WIDT
 DO6101_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6101+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2012
 DO6101
 DO6101  HISTORY     - Date     Condition        Report By
 DO6101  HISTORY     - 2011     MONUMENTED       WIDT
 DO6101  HISTORY     - 20120821 GOOD             WIDT
 DO6101
 DO6101                          STATION DESCRIPTION
 DO6101
 DO6101'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6101'THE STATION IS LOCATED ABOUT 12.4 MI (20.0 KM) WEST-SOUTHWEST OF SOLON
 DO6101'SPRINGS, 6.6 MI (10.6 KM) NORTHEAST OF DAIRYLAND AND 4.3 MI (6.9 KM)
 DO6101'EAST OF MOOSE JUNCTION.
 DO6101'
 DO6101'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DO6101'HIGHWAY M LOCATED APPROXIMATELY 29 MI (46.7 KM) SOUTH OF THE CITY OF
 DO6101'SUPERIOR, GO EAST ON COUNTY HIGHWAY M FOR 2.1 MI (3.4 KM) TO EMPIRE
 DO6101'WILDERNESS ROAD ON THE LEFT.  CONTINUE EAST ON COUNTY HIGHWAY M FOR
 DO6101'2.2 MI (3.5 KM) TO THE STATION ON THE RIGHT.
 DO6101'
 DO6101'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6101'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6101'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO6101'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1.5 M (4.9 FT) ABOVE THE
 DO6101'HIGHWAY PAVEMENT.  THE STATION IS 12.5 M (41.0 FT) SOUTH OF THE
 DO6101'CENTERLINE OF COUNTY HIGHWAY M, 82 M (269.0 FT) WEST OF THE CENTER OF
 DO6101'A PRIVATE GRAVEL DRIVE, 49.2 M (161.4 FT) WEST OF A POWER POLE --ECE
 DO6101'119433--, 25.9 M (85.0 FT) EAST OF POWER POLE --ECE 119432--, AND
 DO6101'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6101'WITNESS POSTS.
 DO6101'
 DO6101'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO
 DO6101'THE SOUTH OF THE STATION EXTENDING HIGHER THAN 40 DEGREES ABOVE THE
 DO6101'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6100 ***********************************************************************
 DO6100  DESIGNATION -  8B59
 DO6100  PID         -  DO6100
 DO6100  STATE/COUNTY-  WI/DOUGLAS
 DO6100  COUNTRY     -  US
 DO6100  USGS QUAD   -  EMPIRE SWAMP (2018)
 DO6100
 DO6100                         *CURRENT SURVEY CONTROL
 DO6100  ______________________________________________________________________
 DO6100* NAD 83(1986) POSITION- 46 17 15.     (N) 092 01 16.     (W)   SCALED
 DO6100* NAVD 88 ORTHO HEIGHT -   375.241 (meters)     1231.10  (feet) ADJUSTED
 DO6100  ______________________________________________________________________
 DO6100  GEOID HEIGHT    -        -26.599 (meters)                     GEOID18
 DO6100  DYNAMIC HEIGHT  -        375.283 (meters)     1231.24  (feet) COMP
 DO6100  MODELED GRAVITY -    980,715.2   (mgal)                       NAVD 88
 DO6100
 DO6100  VERT ORDER      -  SECOND    CLASS I
 DO6100
 DO6100.The horizontal coordinates were scaled from a map and have
 DO6100.an estimated accuracy of +/- 6 seconds.
 DO6100
 DO6100.The orthometric height was determined by differential leveling and
 DO6100.adjusted by the NATIONAL GEODETIC SURVEY
 DO6100.in February 2017.
 DO6100
 DO6100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6100.GEOID18 height accuracy estimate available here.
 DO6100
 DO6100.Click photographs - Photos may exist for this station.
 DO6100
 DO6100.The dynamic height is computed by dividing the NAVD 88
 DO6100.geopotential number by the normal gravity value computed on the
 DO6100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6100.degrees latitude (g = 980.6199 gals.).
 DO6100
 DO6100.The modeled gravity was interpolated from observed gravity values.
 DO6100
 DO6100;                    North         East    Units  Estimated Accuracy
 DO6100;SPC WI N     -   126,560.      444,280.      MT  (+/- 180 meters Scaled)
 DO6100
 DO6100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM754264(NAD 83)
 DO6100
 DO6100                          SUPERSEDED SURVEY CONTROL
 DO6100
 DO6100  NAVD 88 (07/25/13)  375.244  (m)         1231.11   (f) SUPERSEDED  2 1
 DO6100
 DO6100.Superseded values are not recommended for survey control.
 DO6100
 DO6100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6100.See file dsdata.pdf to determine how the superseded data were derived.
 DO6100
 DO6100_MARKER: DD = SURVEY DISK
 DO6100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6100_STAMPING: 8B59 2010
 DO6100_MARK LOGO: WIDT
 DO6100_PROJECTION: FLUSH
 DO6100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6100+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2012
 DO6100
 DO6100  HISTORY     - Date     Condition        Report By
 DO6100  HISTORY     - 2010     MONUMENTED       WIDT
 DO6100  HISTORY     - 20120821 GOOD             WIDT
 DO6100
 DO6100                          STATION DESCRIPTION
 DO6100
 DO6100'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6100'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST-SOUTHWEST OF SOLON
 DO6100'SPRINGS, 8.1 MI (13.0 KM) NORTHEAST OF DAIRYLAND AND 6.4 MI (10.3 KM)
 DO6100'EAST OF MOOSE JUNCTION.
 DO6100'
 DO6100'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH COUNTY
 DO6100'HIGHWAY M LOCATED APPROXIMATELY 5 MI (8.0 KM) SOUTH OF THE VILLAGE OF
 DO6100'SOLON SPRINGS, GO WEST ON COUNTY HIGHWAY M FOR 8.4 MI (13.5 KM) TO
 DO6100'JACKSON BOX ROAD ON THE RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY M FOR
 DO6100'1.6 MI (2.6 KM) TO THE STATION ON THE RIGHT.
 DO6100'
 DO6100'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6100'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6100'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6100'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6100'IS 9.1 M (29.9 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY M, 71.3 M
 DO6100'(233.9 FT) EAST-NORTHEAST OF A POWER POLE --ECE 119476--, 48.3 M
 DO6100'(158.5 FT) WEST-NORTHWEST OF A --WARNING BURIED CABLE-- SIGN, 26.8 M
 DO6100'(87.9 FT) NORTHWEST OF POWER POLE --ECE 119477--, AND LOCATED IN THE
 DO6100'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6100'
 DO6100'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A TREE
 DO6100'LINE TO THE NORTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5386 ***********************************************************************
 DN5386  DESIGNATION -  8C01
 DN5386  PID         -  DN5386
 DN5386  STATE/COUNTY-  WI/WASHBURN
 DN5386  COUNTRY     -  US
 DN5386  USGS QUAD   -  HORSESHOE LAKE (2019)
 DN5386
 DN5386                         *CURRENT SURVEY CONTROL
 DN5386  ______________________________________________________________________
 DN5386* NAD 83(1986) POSITION- 46 06 14.7    (N) 091 59 06.5    (W)   HD_HELD2
 DN5386* NAVD 88 ORTHO HEIGHT -   312.823 (meters)     1026.32  (feet) ADJUSTED
 DN5386  ______________________________________________________________________
 DN5386  GEOID HEIGHT    -        -26.852 (meters)                     GEOID18
 DN5386  DYNAMIC HEIGHT  -        312.852 (meters)     1026.42  (feet) COMP
 DN5386  MODELED GRAVITY -    980,697.7   (mgal)                       NAVD 88
 DN5386
 DN5386  VERT ORDER      -  SECOND    CLASS I
 DN5386
 DN5386.The horizontal coordinates were established by autonomous hand held GPS
 DN5386.observations and have an estimated accuracy of +/- 10 meters.
 DN5386
 DN5386.The orthometric height was determined by differential leveling and
 DN5386.adjusted by the WI DEPT OF TRANSP
 DN5386.in May 2012.
 DN5386
 DN5386.No vertical observational check was made to the station.
 DN5386
 DN5386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5386.GEOID18 height accuracy estimate available here.
 DN5386
 DN5386.Click photographs - Photos may exist for this station.
 DN5386
 DN5386.The dynamic height is computed by dividing the NAVD 88
 DN5386.geopotential number by the normal gravity value computed on the
 DN5386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5386.degrees latitude (g = 980.6199 gals.).
 DN5386
 DN5386.The modeled gravity was interpolated from observed gravity values.
 DN5386
 DN5386;                    North         East    Units  Estimated Accuracy
 DN5386;SPC WI N     -   106,106.      446,537.      MT  (+/- 10 meters HH2 GPS)
 DN5386
 DN5386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7843506112(NAD 83)
 DN5386
 DN5386                          SUPERSEDED SURVEY CONTROL
 DN5386
 DN5386.No superseded survey control is available for this station.
 DN5386
 DN5386_MARKER: DD = SURVEY DISK
 DN5386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5386_STAMPING: 8C01 2006
 DN5386_MARK LOGO: WIDT
 DN5386_PROJECTION: FLUSH
 DN5386_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5386+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DN5386
 DN5386  HISTORY     - Date     Condition        Report By
 DN5386  HISTORY     - 2005     MONUMENTED       WIDT
 DN5386  HISTORY     - 20100518 GOOD             WIDT
 DN5386
 DN5386                          STATION DESCRIPTION
 DN5386
 DN5386'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5386'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DN5386'HIGHWAY 77 ON THE WEST SIDE OF THE VILLAGE OF MINONG, GO WEST ON STATE
 DN5386'HIGHWAY 77 FOR 0.9 MI (1.4 KM) TO COUNTY HIGHWAY I RIGHT.  TURN RIGHT
 DN5386'AND GO NORTH ON COUNTY HIGHWAY I FOR 0.8 MI (1.3 KM) TO NANCY LAKE
 DN5386'ROAD LEFT.  TURN LEFT AND GO SOUTHWEST THEN WEST ON NANCY LAKE ROAD
 DN5386'FOR 6.2 MI (10.0 KM) TO DUTCH DRIVE LEFT.  CONTINUE WEST ON NANCY LAKE
 DN5386'ROAD FOR 0.14 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DN5386'
 DN5386'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5386'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5386'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5386'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5386'
 DN5386'THE STATION IS 8.2 M (26.9 FT) SOUTH OF THE CENTERLINE OF NANCY LAKE
 DN5386'ROAD, 0.09 MI (0.1 KM) EAST OF THREE MI (4.8 KM) ROAD, 23.3 M (76.4
 DN5386'FT) SOUTHEAST OF AN -INTERSECTION AHEAD- METAL SIGN POST, 20.3 M (66.6
 DN5386'FT) EAST OF A -SPEED LIMIT 45- METAL SIGN POST, 6.7 M (22.0 FT)
 DN5386'NORTHEAST OF THE CENTERLINE OF AN ASPHALT DRIVE AND IS 1 M (3.3 FT)
 DN5386'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5386'
 DN5386'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5386'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5387 ***********************************************************************
 DN5387  DESIGNATION -  8C02
 DN5387  PID         -  DN5387
 DN5387  STATE/COUNTY-  WI/WASHBURN
 DN5387  COUNTRY     -  US
 DN5387  USGS QUAD   -  HORSESHOE LAKE (2019)
 DN5387
 DN5387                         *CURRENT SURVEY CONTROL
 DN5387  ______________________________________________________________________
 DN5387* NAD 83(1986) POSITION- 46 05 57.9    (N) 091 56 39.1    (W)   HD_HELD2
 DN5387* NAVD 88 ORTHO HEIGHT -   303.633 (meters)      996.17  (feet) ADJUSTED
 DN5387  ______________________________________________________________________
 DN5387  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 DN5387  DYNAMIC HEIGHT  -        303.659 (meters)      996.25  (feet) COMP
 DN5387  MODELED GRAVITY -    980,693.0   (mgal)                       NAVD 88
 DN5387
 DN5387  VERT ORDER      -  SECOND    CLASS I
 DN5387
 DN5387.The horizontal coordinates were established by autonomous hand held GPS
 DN5387.observations and have an estimated accuracy of +/- 10 meters.
 DN5387
 DN5387.The orthometric height was determined by differential leveling and
 DN5387.adjusted by the WI DEPT OF TRANSP
 DN5387.in May 2012.
 DN5387
 DN5387.No vertical observational check was made to the station.
 DN5387
 DN5387.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5387.GEOID18 height accuracy estimate available here.
 DN5387
 DN5387.Click photographs - Photos may exist for this station.
 DN5387
 DN5387.The dynamic height is computed by dividing the NAVD 88
 DN5387.geopotential number by the normal gravity value computed on the
 DN5387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5387.degrees latitude (g = 980.6199 gals.).
 DN5387
 DN5387.The modeled gravity was interpolated from observed gravity values.
 DN5387
 DN5387;                    North         East    Units  Estimated Accuracy
 DN5387;SPC WI N     -   105,509.      449,689.      MT  (+/- 10 meters HH2 GPS)
 DN5387
 DN5387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8160605635(NAD 83)
 DN5387
 DN5387                          SUPERSEDED SURVEY CONTROL
 DN5387
 DN5387.No superseded survey control is available for this station.
 DN5387
 DN5387_MARKER: DD = SURVEY DISK
 DN5387_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5387_SP_SET: BRIDGE WING WALL
 DN5387_STAMPING: 8C02 2006
 DN5387_MARK LOGO: WIDT
 DN5387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5387+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DN5387
 DN5387  HISTORY     - Date     Condition        Report By
 DN5387  HISTORY     - 2006     MONUMENTED       WIDT
 DN5387  HISTORY     - 20100518 GOOD             WIDT
 DN5387
 DN5387                          STATION DESCRIPTION
 DN5387
 DN5387'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5387'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DN5387'HIGHWAY 77 ON THE WEST SIDE OF THE VILLAGE OF MINONG, GO WEST ON STATE
 DN5387'HIGHWAY 77 FOR 0.9 MI (1.4 KM) TO COUNTY HIGHWAY I RIGHT.  TURN RIGHT
 DN5387'AND GO NORTH ON COUNTY HIGHWAY I FOR 0.8 MI (1.3 KM) TO NANCY LAKE
 DN5387'ROAD LEFT.  TURN LEFT AND GO SOUTHWEST THEN WEST ON NANCY LAKE ROAD
 DN5387'FOR 4.0 MI (6.4 KM) TO TWIN LAKE ROAD LEFT.  CONTINUE WEST ON NANCY
 DN5387'LAKE ROAD FOR 0.25 MI (0.4 KM) TO BRIDGE -B-65-46-00- OVER THE
 DN5387'TOTAGATIC RIVER AND THE STATION ON THE LEFT.
 DN5387'
 DN5387'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5387'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5387'THE SOUTHEAST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE ROAD
 DN5387'PAVEMENT.
 DN5387'
 DN5387'THE STATION IS 4.8 M (15.7 FT) SOUTH OF THE CENTERLINE OF NANCY LAKE
 DN5387'ROAD, 0.1 MI (0.2 KM) EAST OF HEIGHTS DRIVE, 11.0 M (36.1 FT)
 DN5387'WEST-NORTHWEST OF A POWER POLE AND 0.8 M (2.6 FT) WEST OF A WHITE
 DN5387'PLASTIC WITNESS POST.
 DN5387'
 DN5387'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH AND
 DN5387'SOUTHEAST QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5389 ***********************************************************************
 DN5389  DESIGNATION -  8C04
 DN5389  PID         -  DN5389
 DN5389  STATE/COUNTY-  WI/WASHBURN
 DN5389  COUNTRY     -  US
 DN5389  USGS QUAD   -  MINONG (2018)
 DN5389
 DN5389                         *CURRENT SURVEY CONTROL
 DN5389  ______________________________________________________________________
 DN5389* NAD 83(1986) POSITION- 46 06 37.19   (N) 091 51 43.62   (W)   HD_HELD1
 DN5389* NAVD 88 ORTHO HEIGHT -   315.343 (meters)     1034.59  (feet) ADJUSTED
 DN5389  ______________________________________________________________________
 DN5389  GEOID HEIGHT    -        -27.097 (meters)                     GEOID18
 DN5389  DYNAMIC HEIGHT  -        315.371 (meters)     1034.68  (feet) COMP
 DN5389  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DN5389
 DN5389  VERT ORDER      -  SECOND    CLASS I
 DN5389
 DN5389.The horizontal coordinates were determined by differentially corrected
 DN5389.hand held GPS observations or other comparable positioning techniques
 DN5389.and have an estimated accuracy of +/- 3 meters.
 DN5389
 DN5389.The orthometric height was determined by differential leveling and
 DN5389.adjusted by the WI DEPT OF TRANSP
 DN5389.in May 2012.
 DN5389
 DN5389.No vertical observational check was made to the station.
 DN5389
 DN5389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5389.GEOID18 height accuracy estimate available here.
 DN5389
 DN5389.Click photographs - Photos may exist for this station.
 DN5389
 DN5389.The dynamic height is computed by dividing the NAVD 88
 DN5389.geopotential number by the normal gravity value computed on the
 DN5389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5389.degrees latitude (g = 980.6199 gals.).
 DN5389
 DN5389.The modeled gravity was interpolated from observed gravity values.
 DN5389
 DN5389;                    North         East    Units  Estimated Accuracy
 DN5389;SPC WI N     -   106,570.1     456,062.3     MT  (+/- 3 meters HH1 GPS) 
 DN5389
 DN5389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8793306935(NAD 83)
 DN5389
 DN5389                          SUPERSEDED SURVEY CONTROL
 DN5389
 DN5389.No superseded survey control is available for this station.
 DN5389
 DN5389_MARKER: DD = SURVEY DISK
 DN5389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5389_STAMPING: 8C04 2006
 DN5389_MARK LOGO: WIDT
 DN5389_PROJECTION: FLUSH
 DN5389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5389+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DN5389
 DN5389  HISTORY     - Date     Condition        Report By
 DN5389  HISTORY     - 2005     MONUMENTED       WIDT
 DN5389  HISTORY     - 20100519 GOOD             WIDT
 DN5389
 DN5389                          STATION DESCRIPTION
 DN5389
 DN5389'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5389'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DN5389'HIGHWAY 77 ON THE WEST SIDE OF THE VILLAGE OF MINONG, GO WEST ON STATE
 DN5389'HIGHWAY 77 FOR 0.9 MI (1.4 KM) TO COUNTY HIGHWAY I RIGHT.  TURN RIGHT
 DN5389'AND GO NORTH ON COUNTY HIGHWAY I FOR 0.8 MI (1.3 KM) TO NANCY LAKE
 DN5389'ROAD LEFT AND THE STATION ON THE LEFT.
 DN5389'
 DN5389'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5389'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5389'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5389'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5389'THE STATION IS 9.5 M (31.2 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5389'HIGHWAY I, 17.6 M (57.7 FT) NORTHWEST OF THE CENTERLINE OF NANCY LAKE
 DN5389'ROAD, 8.7 M (28.5 FT) NORTHWEST OF A -NANCY LK RD- METAL SIGN POST AND
 DN5389'IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5389'STATION.
 DN5389'
 DN5389'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5389'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5390 ***********************************************************************
 DN5390  DESIGNATION -  8C05
 DN5390  PID         -  DN5390
 DN5390  STATE/COUNTY-  WI/WASHBURN
 DN5390  COUNTRY     -  US
 DN5390  USGS QUAD   -  MINONG (2018)
 DN5390
 DN5390                         *CURRENT SURVEY CONTROL
 DN5390  ______________________________________________________________________
 DN5390* NAD 83(1986) POSITION- 46 05 59.35   (N) 091 51 05.48   (W)   HD_HELD1
 DN5390* NAVD 88 ORTHO HEIGHT -   321.211 (meters)     1053.84  (feet) ADJUSTED
 DN5390  ______________________________________________________________________
 DN5390  GEOID HEIGHT    -        -27.155 (meters)                     GEOID18
 DN5390  DYNAMIC HEIGHT  -        321.240 (meters)     1053.93  (feet) COMP
 DN5390  MODELED GRAVITY -    980,692.1   (mgal)                       NAVD 88
 DN5390
 DN5390  VERT ORDER      -  SECOND    CLASS I
 DN5390
 DN5390.The horizontal coordinates were determined by differentially corrected
 DN5390.hand held GPS observations or other comparable positioning techniques
 DN5390.and have an estimated accuracy of +/- 3 meters.
 DN5390
 DN5390.The orthometric height was determined by differential leveling and
 DN5390.adjusted by the WI DEPT OF TRANSP
 DN5390.in May 2012.
 DN5390
 DN5390.No vertical observational check was made to the station.
 DN5390
 DN5390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5390.GEOID18 height accuracy estimate available here.
 DN5390
 DN5390.Click photographs - Photos may exist for this station.
 DN5390
 DN5390.The dynamic height is computed by dividing the NAVD 88
 DN5390.geopotential number by the normal gravity value computed on the
 DN5390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5390.degrees latitude (g = 980.6199 gals.).
 DN5390
 DN5390.The modeled gravity was interpolated from observed gravity values.
 DN5390
 DN5390;                    North         East    Units  Estimated Accuracy
 DN5390;SPC WI N     -   105,383.0     456,853.8     MT  (+/- 3 meters HH1 GPS) 
 DN5390
 DN5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8876905779(NAD 83)
 DN5390
 DN5390                          SUPERSEDED SURVEY CONTROL
 DN5390
 DN5390.No superseded survey control is available for this station.
 DN5390
 DN5390_MARKER: DD = SURVEY DISK
 DN5390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5390_STAMPING: 8C05 2006
 DN5390_MARK LOGO: WIDT
 DN5390_PROJECTION: FLUSH
 DN5390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5390+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DN5390
 DN5390  HISTORY     - Date     Condition        Report By
 DN5390  HISTORY     - 2005     MONUMENTED       WIDT
 DN5390  HISTORY     - 20100519 GOOD             WIDT
 DN5390
 DN5390                          STATION DESCRIPTION
 DN5390
 DN5390'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5390'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DN5390'HIGHWAY 77 ON THE WEST SIDE OF THE VILLAGE OF MINONG, GO WEST ON STATE
 DN5390'HIGHWAY 77 FOR 0.6 MI (1.0 KM) TO BROOKLYN ROAD.  CONTINUE WEST ON
 DN5390'STATE HIGHWAY 77 FOR 53 M (173.9 FT) TO THE STATION ON THE LEFT.
 DN5390'
 DN5390'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5390'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5390'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5390'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN5390'PAVEMENT.
 DN5390'
 DN5390'THE STATION IS 16.9 M (55.4 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5390'HIGHWAY 77, 0.20 MI (0.3 KM) EAST OF COUNTY HIGHWAY I, 34.5 M (113.2
 DN5390'FT) SOUTHEAST OF A -JCT COUNTY INTERSTATE WOODEN SIGN POST, 26.5 M
 DN5390'(86.9 FT) SOUTH OF A -LEFT CURVE AHEAD- WOODEN SIGN POST, 25.4 M (83.3
 DN5390'FT) WEST-NORTHWEST OF A YELLOW METAL RIGHT-OF-WAY POST WITH A -SURVEY
 DN5390'MARKER- SIGN ATTACHED, 25.1 M (82.3 FT) WEST-NORTHWEST OF POWER POLE
 DN5390'-F 15- WITH TWO GUY WIRES AND WIRES CROSSING OVER THE HIGHWAY AND IS 1
 DN5390'M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5390'
 DN5390'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5390'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4967 ***********************************************************************
 DN4967  DESIGNATION -  8C06
 DN4967  PID         -  DN4967
 DN4967  STATE/COUNTY-  WI/WASHBURN
 DN4967  COUNTRY     -  US
 DN4967  USGS QUAD   -  MINONG (2018)
 DN4967
 DN4967                         *CURRENT SURVEY CONTROL
 DN4967  ______________________________________________________________________
 DN4967* NAD 83(1986) POSITION- 46 05 58.8    (N) 091 47 29.0    (W)   HD_HELD2
 DN4967* NAVD 88 ORTHO HEIGHT -   329.255 (meters)     1080.23  (feet) ADJUSTED
 DN4967  ______________________________________________________________________
 DN4967  GEOID HEIGHT    -        -27.300 (meters)                     GEOID18
 DN4967  DYNAMIC HEIGHT  -        329.284 (meters)     1080.33  (feet) COMP
 DN4967  MODELED GRAVITY -    980,691.5   (mgal)                       NAVD 88
 DN4967
 DN4967  VERT ORDER      -  SECOND    CLASS I
 DN4967
 DN4967.The horizontal coordinates were established by autonomous hand held GPS
 DN4967.observations and have an estimated accuracy of +/- 10 meters.
 DN4967
 DN4967.The orthometric height was determined by differential leveling and
 DN4967.adjusted by the WI DEPT OF TRANSP
 DN4967.in May 2012.
 DN4967
 DN4967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4967.GEOID18 height accuracy estimate available here.
 DN4967
 DN4967.Click photographs - Photos may exist for this station.
 DN4967
 DN4967.The dynamic height is computed by dividing the NAVD 88
 DN4967.geopotential number by the normal gravity value computed on the
 DN4967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4967.degrees latitude (g = 980.6199 gals.).
 DN4967
 DN4967.The modeled gravity was interpolated from observed gravity values.
 DN4967
 DN4967;                    North         East    Units  Estimated Accuracy
 DN4967;SPC WI N     -   105,259.      461,502.      MT  (+/- 10 meters HH2 GPS)
 DN4967
 DN4967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9341705831(NAD 83)
 DN4967
 DN4967                          SUPERSEDED SURVEY CONTROL
 DN4967
 DN4967.No superseded survey control is available for this station.
 DN4967
 DN4967_MARKER: DD = SURVEY DISK
 DN4967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4967_STAMPING: 8C06 2009
 DN4967_MARK LOGO: WIDT
 DN4967_PROJECTION: FLUSH
 DN4967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4967+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 DN4967
 DN4967  HISTORY     - Date     Condition        Report By
 DN4967  HISTORY     - 2009     MONUMENTED       WIDT
 DN4967  HISTORY     - 20100520 GOOD             WIDT
 DN4967
 DN4967                          STATION DESCRIPTION
 DN4967
 DN4967'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN4967'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND STATE
 DN4967'HIGHWAY 53 IN MINONG, GO EAST ON STATE HIGHWAY 77 FOR APPROXIMATELY
 DN4967'2.2 MI (3.5 KM) TO THE STATION ON THE RIGHT.
 DN4967'
 DN4967'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4967'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN4967'GROUND AND APPROXIMATELY EVEN WITH THE STATE HIGHWAY 77 PAVEMENT.
 DN4967'
 DN4967'THE STATION IS 0.7 MI (1.1 KM) WEST OF FROG CREEK ROAD, 0.7 MI (1.1
 DN4967'KM) EAST OF TAYLOR LAKE ROAD, 45 FT (13.7 M) SOUTH OF STATE HIGHWAY 77
 DN4967'CENTERLINE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN4967'SURROUNDING THE STATION.
 DN4967'
 DN4967'NOTE-THERE ARE NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE THE
 DN4967'HORIZON AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4966 ***********************************************************************
 DN4966  DESIGNATION -  8C07
 DN4966  PID         -  DN4966
 DN4966  STATE/COUNTY-  WI/WASHBURN
 DN4966  COUNTRY     -  US
 DN4966  USGS QUAD   -  MINONG (2018)
 DN4966
 DN4966                         *CURRENT SURVEY CONTROL
 DN4966  ______________________________________________________________________
 DN4966* NAD 83(1986) POSITION- 46 05 59.     (N) 091 45 35.     (W)   SCALED
 DN4966* NAVD 88 ORTHO HEIGHT -   339.352 (meters)     1113.36  (feet) ADJUSTED
 DN4966  ______________________________________________________________________
 DN4966  GEOID HEIGHT    -        -27.376 (meters)                     GEOID18
 DN4966  DYNAMIC HEIGHT  -        339.381 (meters)     1113.45  (feet) COMP
 DN4966  MODELED GRAVITY -    980,688.4   (mgal)                       NAVD 88
 DN4966
 DN4966  VERT ORDER      -  SECOND    CLASS I
 DN4966
 DN4966.The horizontal coordinates were scaled from a map and have
 DN4966.an estimated accuracy of +/- 6 seconds.
 DN4966
 DN4966.The orthometric height was determined by differential leveling and
 DN4966.adjusted by the WI DEPT OF TRANSP
 DN4966.in May 2012.
 DN4966
 DN4966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4966.GEOID18 height accuracy estimate available here.
 DN4966
 DN4966.Click photographs - Photos may exist for this station.
 DN4966
 DN4966.The dynamic height is computed by dividing the NAVD 88
 DN4966.geopotential number by the normal gravity value computed on the
 DN4966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4966.degrees latitude (g = 980.6199 gals.).
 DN4966
 DN4966.The modeled gravity was interpolated from observed gravity values.
 DN4966
 DN4966;                    North         East    Units  Estimated Accuracy
 DN4966;SPC WI N     -   105,210.      463,950.      MT  (+/- 180 meters Scaled)
 DN4966
 DN4966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM958058(NAD 83)
 DN4966
 DN4966                          SUPERSEDED SURVEY CONTROL
 DN4966
 DN4966.No superseded survey control is available for this station.
 DN4966
 DN4966_MARKER: DD = SURVEY DISK
 DN4966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4966_STAMPING: 8C07 2009
 DN4966_MARK LOGO: WIDT
 DN4966_PROJECTION: FLUSH
 DN4966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4966+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 DN4966
 DN4966  HISTORY     - Date     Condition        Report By
 DN4966  HISTORY     - 2009     MONUMENTED       WIDT
 DN4966  HISTORY     - 20100520 GOOD             WIDT
 DN4966
 DN4966                          STATION DESCRIPTION
 DN4966
 DN4966'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN4966'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND COUNTY
 DN4966'HIGHWAY G EAST OF MINONG, GO WEST ON STATE HIGHWAY 77 FOR
 DN4966'APPROXIMATELY 2.2 MI (3.5 KM) TO THE STATION ON THE RIGHT.
 DN4966'
 DN4966'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4966'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN4966'GROUND AND APPROXIMATELY EVEN WITH THE STATE HIGHWAY 77 PAVEMENT.
 DN4966'
 DN4966'THE STATION IS 0.8 MI (1.3 KM) EAST OF FROG CREEK ROAD, 50 FT (15.2 M)
 DN4966'NORTH OF STATE HIGHWAY 77 CENTERLINE, WEST OF DRIVEWAY W4338 AND IS 1
 DN4966'M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6098 ***********************************************************************
 DO6098  DESIGNATION -  8C31
 DO6098  PID         -  DO6098
 DO6098  STATE/COUNTY-  WI/DOUGLAS
 DO6098  COUNTRY     -  US
 DO6098  USGS QUAD   -  BUCKETY CREEK (2019)
 DO6098
 DO6098                         *CURRENT SURVEY CONTROL
 DO6098  ______________________________________________________________________
 DO6098* NAD 83(1986) POSITION- 46 17 16.     (N) 091 56 48.     (W)   SCALED
 DO6098* NAVD 88 ORTHO HEIGHT -   335.959 (meters)     1102.23  (feet) ADJUSTED
 DO6098  ______________________________________________________________________
 DO6098  GEOID HEIGHT    -        -26.723 (meters)                     GEOID18
 DO6098  DYNAMIC HEIGHT  -        335.997 (meters)     1102.35  (feet) COMP
 DO6098  MODELED GRAVITY -    980,714.9   (mgal)                       NAVD 88
 DO6098
 DO6098  VERT ORDER      -  SECOND    CLASS I
 DO6098
 DO6098.The horizontal coordinates were scaled from a map and have
 DO6098.an estimated accuracy of +/- 6 seconds.
 DO6098
 DO6098.The orthometric height was determined by differential leveling and
 DO6098.adjusted by the NATIONAL GEODETIC SURVEY
 DO6098.in February 2017.
 DO6098
 DO6098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6098.GEOID18 height accuracy estimate available here.
 DO6098
 DO6098.Click photographs - Photos may exist for this station.
 DO6098
 DO6098.The dynamic height is computed by dividing the NAVD 88
 DO6098.geopotential number by the normal gravity value computed on the
 DO6098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6098.degrees latitude (g = 980.6199 gals.).
 DO6098
 DO6098.The modeled gravity was interpolated from observed gravity values.
 DO6098
 DO6098;                    North         East    Units  Estimated Accuracy
 DO6098;SPC WI N     -   126,440.      450,010.      MT  (+/- 180 meters Scaled)
 DO6098
 DO6098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM811265(NAD 83)
 DO6098
 DO6098                          SUPERSEDED SURVEY CONTROL
 DO6098
 DO6098  NAVD 88 (07/25/13)  335.964  (m)         1102.24   (f) SUPERSEDED  2 1
 DO6098
 DO6098.Superseded values are not recommended for survey control.
 DO6098
 DO6098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6098.See file dsdata.pdf to determine how the superseded data were derived.
 DO6098
 DO6098_MARKER: DD = SURVEY DISK
 DO6098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6098_STAMPING: 8C31 2010
 DO6098_MARK LOGO: WIDT
 DO6098_PROJECTION: FLUSH
 DO6098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6098+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2012
 DO6098
 DO6098  HISTORY     - Date     Condition        Report By
 DO6098  HISTORY     - 2010     MONUMENTED       WIDT
 DO6098  HISTORY     - 20120813 GOOD             WIDT
 DO6098
 DO6098                          STATION DESCRIPTION
 DO6098
 DO6098'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6098'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST OF MOOSE JUNCTION,
 DO6098'7.6 MI (12.2 KM) WEST-NORTHWEST OF GORDON AND 7.5 MI (12.1 KM)
 DO6098'SOUTHWEST OF SOLON SPRINGS.
 DO6098'
 DO6098'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH COUNTY
 DO6098'HIGHWAY M LOCATED APPROXIMATELY 5 MI (8.0 KM) SOUTH OF THE VILLAGE OF
 DO6098'SOLON SPRINGS, GO WEST ON COUNTY HIGHWAY M FOR 6.0 MI (9.7 KM) TO
 DO6098'THIEDE ROAD.  CONTINUE WEST ON COUNTY HIGHWAY M FOR 0.35 MI (0.6 KM)
 DO6098'TO WEST MAIL ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DO6098'
 DO6098'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6098'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6098'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6098'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6098'IS 10.3 M (33.8 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY M, 37.1
 DO6098'M (121.7 FT) NORTHEAST OF A POWER POLE --ECE 119259--, 23.9 M (78.4
 DO6098'FT) NORTHWEST OF A TELEPHONE JUNCTION BOX --S 1400 1--, 24 M (78.7 FT)
 DO6098'WEST OF THE EXTENDED CENTERLINE OF WEST MAIL ROAD, AND LOCATED IN THE
 DO6098'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6098'
 DO6098'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6098'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST AND WEST OF THE
 DO6098'STATION EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6097 ***********************************************************************
 DO6097  DESIGNATION -  8C32
 DO6097  PID         -  DO6097
 DO6097  STATE/COUNTY-  WI/DOUGLAS
 DO6097  COUNTRY     -  US
 DO6097  USGS QUAD   -  BUCKETY CREEK (2019)
 DO6097
 DO6097                         *CURRENT SURVEY CONTROL
 DO6097  ______________________________________________________________________
 DO6097* NAD 83(2011) POSITION- 46 17 20.65805(N) 091 55 15.09282(W)   ADJUSTED
 DO6097* NAD 83(2011) ELLIP HT-   311.658 (meters)        (05/27/14)   ADJUSTED
 DO6097* NAD 83(2011) EPOCH   -  2010.00
 DO6097* NAVD 88 ORTHO HEIGHT -   338.433 (meters)     1110.34  (feet) ADJUSTED
 DO6097  ______________________________________________________________________
 DO6097  GEOID HEIGHT    -        -26.777 (meters)                     GEOID18
 DO6097  NAD 83(2011) X  -   -147,998.806 (meters)                     COMP
 DO6097  NAD 83(2011) Y  - -4,412,884.696 (meters)                     COMP
 DO6097  NAD 83(2011) Z  -  4,587,734.842 (meters)                     COMP
 DO6097  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 DO6097  DYNAMIC HEIGHT  -        338.471 (meters)     1110.47  (feet) COMP
 DO6097  MODELED GRAVITY -    980,714.4   (mgal)                       NAVD 88
 DO6097
 DO6097  VERT ORDER      -  SECOND    CLASS I
 DO6097
 DO6097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6097  Standards:
 DO6097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6097  -------------------------------------------------------------------
 DO6097  NETWORK    0.41   0.63           0.18   0.15   0.32      0.18036925
 DO6097  -------------------------------------------------------------------
 DO6097  Click here for local accuracies and other accuracy information.
 DO6097
 DO6097.The horizontal coordinates were established by GPS observations
 DO6097.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6097
 DO6097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6097.been affixed to the stable North American tectonic plate. See 
 DO6097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6097
 DO6097.The horizontal coordinates are valid at the epoch date displayed above
 DO6097.which is a decimal equivalence of Year/Month/Day.
 DO6097
 DO6097.The orthometric height was determined by differential leveling and
 DO6097.adjusted by the NATIONAL GEODETIC SURVEY
 DO6097.in February 2017.
 DO6097
 DO6097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6097.GEOID18 height accuracy estimate available here.
 DO6097
 DO6097.Click photographs - Photos may exist for this station.
 DO6097
 DO6097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6097
 DO6097.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6097
 DO6097.The ellipsoidal height was determined by GPS observations
 DO6097.and is referenced to NAD 83.
 DO6097
 DO6097.The dynamic height is computed by dividing the NAVD 88
 DO6097.geopotential number by the normal gravity value computed on the
 DO6097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6097.degrees latitude (g = 980.6199 gals.).
 DO6097
 DO6097.The modeled gravity was interpolated from observed gravity values.
 DO6097
 DO6097. The following values were computed from the NAD 83(2011) position.
 DO6097
 DO6097;                    North         East     Units Scale Factor Converg.
 DO6097;SPC WI N     -   126,539.320   452,002.873   MT  0.99994758   -1 23 08.3
 DO6097;SPC WI N     -   415,154.42  1,482,946.09   sFT  0.99994758   -1 23 08.3
 DO6097;UTM  15      - 5,126,732.023   583,123.945   MT  0.99968494   +0 46 48.3
 DO6097
 DO6097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6097!SPC WI N     -   0.99995115  x   0.99994758  =   0.99989873
 DO6097!UTM  15      -   0.99995115  x   0.99968494  =   0.99963610
 DO6097
 DO6097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8312326732(NAD 83)
 DO6097
 DO6097                          SUPERSEDED SURVEY CONTROL
 DO6097
 DO6097  NAVD 88 (07/25/13)  338.438  (m)         1110.36   (f) SUPERSEDED  2 1
 DO6097
 DO6097.Superseded values are not recommended for survey control.
 DO6097
 DO6097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6097.See file dsdata.pdf to determine how the superseded data were derived.
 DO6097
 DO6097_MARKER: DD = SURVEY DISK
 DO6097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6097_STAMPING: 8C32 2010
 DO6097_MARK LOGO: WIDT
 DO6097_PROJECTION: FLUSH
 DO6097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6097+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2012
 DO6097
 DO6097  HISTORY     - Date     Condition        Report By
 DO6097  HISTORY     - 2010     MONUMENTED       WIDT
 DO6097  HISTORY     - 20120812 GOOD             WIDT
 DO6097
 DO6097                          STATION DESCRIPTION
 DO6097
 DO6097'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6097'THE STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) EAST OF MOOSE JUNCTION,
 DO6097'6.6 MI (10.6 KM) WEST-NORTHWEST OF GORDON AND 6.5 MI (10.5 KM)
 DO6097'SOUTHWEST OF SOLON SPRINGS.
 DO6097'
 DO6097'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH COUNTY
 DO6097'HIGHWAY M LOCATED APPROXIMATELY 5 MI (8.0 KM) SOUTH OF THE VILLAGE OF
 DO6097'SOLON SPRINGS, GO WEST ON COUNTY HIGHWAY M FOR 5.2 MI (8.4 KM) TO
 DO6097'HARTER ROAD.  TURN RIGHT AND GO NORTH ON HARTER ROAD FOR 0.05 MI (0.1
 DO6097'KM) TO THE STATION ON THE LEFT.
 DO6097'
 DO6097'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6097'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6097'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6097'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.  THE STATION IS
 DO6097'6 M (19.7 FT) WEST OF THE CENTERLINE OF HARTER ROAD, 123.1 M (403.9
 DO6097'FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY M, 57.9 M (190.0 FT)
 DO6097'SOUTH-SOUTHWEST OF A POWER POLE --ECE 176997--, 42.3 M (138.8 FT)
 DO6097'NORTH-NORTHWEST OF POWER POLE --ECE 176996--, AND 1.0 M (3.3 FT) NORTH
 DO6097'AND 1.0 M (3.3 FT) SOUTH OF TWO ORANGE 4X4 GUARD POSTS.
 DO6097'
 DO6097'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6097'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6198 ***********************************************************************
 DO6198  DESIGNATION -  8C33
 DO6198  PID         -  DO6198
 DO6198  STATE/COUNTY-  WI/DOUGLAS
 DO6198  COUNTRY     -  US
 DO6198  USGS QUAD   -  SOLON SPRINGS (2018)
 DO6198
 DO6198                         *CURRENT SURVEY CONTROL
 DO6198  ______________________________________________________________________
 DO6198* NAD 83(1986) POSITION- 46 17 18.     (N) 091 52 09.     (W)   SCALED
 DO6198* NAVD 88 ORTHO HEIGHT -   328.064 (meters)     1076.32  (feet) ADJUSTED
 DO6198  ______________________________________________________________________
 DO6198  GEOID HEIGHT    -        -26.899 (meters)                     GEOID18
 DO6198  DYNAMIC HEIGHT  -        328.099 (meters)     1076.44  (feet) COMP
 DO6198  MODELED GRAVITY -    980,712.4   (mgal)                       NAVD 88
 DO6198
 DO6198  VERT ORDER      -  SECOND    CLASS I
 DO6198
 DO6198.The horizontal coordinates were scaled from a map and have
 DO6198.an estimated accuracy of +/- 6 seconds.
 DO6198
 DO6198.The orthometric height was determined by differential leveling and
 DO6198.adjusted by the NATIONAL GEODETIC SURVEY
 DO6198.in February 2017.
 DO6198
 DO6198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6198.GEOID18 height accuracy estimate available here.
 DO6198
 DO6198.Click photographs - Photos may exist for this station.
 DO6198
 DO6198.The dynamic height is computed by dividing the NAVD 88
 DO6198.geopotential number by the normal gravity value computed on the
 DO6198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6198.degrees latitude (g = 980.6199 gals.).
 DO6198
 DO6198.The modeled gravity was interpolated from observed gravity values.
 DO6198
 DO6198;                    North         East    Units  Estimated Accuracy
 DO6198;SPC WI N     -   126,360.      455,980.      MT  (+/- 180 meters Scaled)
 DO6198
 DO6198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM871267(NAD 83)
 DO6198
 DO6198                          SUPERSEDED SURVEY CONTROL
 DO6198
 DO6198  NAVD 88 (07/25/13)  328.070  (m)         1076.34   (f) SUPERSEDED  2 1
 DO6198
 DO6198.Superseded values are not recommended for survey control.
 DO6198
 DO6198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6198.See file dsdata.pdf to determine how the superseded data were derived.
 DO6198
 DO6198_MARKER: DD = SURVEY DISK
 DO6198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6198_STAMPING: 8C33 2010
 DO6198_MARK LOGO: WIDT
 DO6198_PROJECTION: FLUSH
 DO6198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6198+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2012
 DO6198
 DO6198  HISTORY     - Date     Condition        Report By
 DO6198  HISTORY     - 2010     MONUMENTED       WIDT
 DO6198  HISTORY     - 20120812 GOOD             WIDT
 DO6198
 DO6198                          STATION DESCRIPTION
 DO6198
 DO6198'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6198'THE STATION IS LOCATED ABOUT 11.1 MI (17.9 KM) SOUTH OF BENNETT, 5.0
 DO6198'MI (8.0 KM) SOUTH-SOUTHWEST OF SOLON SPRINGS AND 4.4 MI (7.1 KM)
 DO6198'NORTHWEST OF GORDON.
 DO6198'
 DO6198'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH COUNTY
 DO6198'HIGHWAY M LOCATED APPROXIMATELY 5 MI (8.0 KM) SOUTH OF THE VILLAGE OF
 DO6198'SOLON SPRINGS, GO WEST ON COUNTY HIGHWAY M FOR 2.5 MI (4.0 KM) TO
 DO6198'STUCKEY ROAD.  CONTINUE WEST ON COUNTY HIGHWAY M FOR 0.3 MI (0.5 KM)
 DO6198'TO THE STATION ON THE RIGHT.
 DO6198'
 DO6198'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6198'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6198'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6198'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6198'IS 9.9 M (32.5 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY M, 69 M
 DO6198'(226.4 FT) WEST OF THE EXTENDED CENTER OF A HORSE AND DOG TRAIL, 58.8
 DO6198'M (192.9 FT) NORTHWEST OF A POWER POLE --ECE 177368--, 39.2 M (128.6
 DO6198'FT) NORTHEAST OF A TELEPHONE JUNCTION BOX --1300 10 LP3--, AND LOCATED
 DO6198'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DO6198'POSTS.
 DO6198'
 DO6198'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6198'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6096 ***********************************************************************
 DO6096  DESIGNATION -  8C34
 DO6096  PID         -  DO6096
 DO6096  STATE/COUNTY-  WI/DOUGLAS
 DO6096  COUNTRY     -  US
 DO6096  USGS QUAD   -  SOLON SPRINGS (2018)
 DO6096
 DO6096                         *CURRENT SURVEY CONTROL
 DO6096  ______________________________________________________________________
 DO6096* NAD 83(1986) POSITION- 46 17 18.     (N) 091 51 07.     (W)   SCALED
 DO6096* NAVD 88 ORTHO HEIGHT -   327.544 (meters)     1074.62  (feet) ADJUSTED
 DO6096  ______________________________________________________________________
 DO6096  GEOID HEIGHT    -        -26.942 (meters)                     GEOID18
 DO6096  DYNAMIC HEIGHT  -        327.579 (meters)     1074.73  (feet) COMP
 DO6096  MODELED GRAVITY -    980,711.5   (mgal)                       NAVD 88
 DO6096
 DO6096  VERT ORDER      -  SECOND    CLASS I
 DO6096
 DO6096.The horizontal coordinates were scaled from a map and have
 DO6096.an estimated accuracy of +/- 6 seconds.
 DO6096
 DO6096.The orthometric height was determined by differential leveling and
 DO6096.adjusted by the NATIONAL GEODETIC SURVEY
 DO6096.in February 2017.
 DO6096
 DO6096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6096.GEOID18 height accuracy estimate available here.
 DO6096
 DO6096.Click photographs - Photos may exist for this station.
 DO6096
 DO6096.The dynamic height is computed by dividing the NAVD 88
 DO6096.geopotential number by the normal gravity value computed on the
 DO6096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6096.degrees latitude (g = 980.6199 gals.).
 DO6096
 DO6096.The modeled gravity was interpolated from observed gravity values.
 DO6096
 DO6096;                    North         East    Units  Estimated Accuracy
 DO6096;SPC WI N     -   126,330.      457,310.      MT  (+/- 180 meters Scaled)
 DO6096
 DO6096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM884267(NAD 83)
 DO6096
 DO6096                          SUPERSEDED SURVEY CONTROL
 DO6096
 DO6096  NAVD 88 (07/25/13)  327.550  (m)         1074.64   (f) SUPERSEDED  2 1
 DO6096
 DO6096.Superseded values are not recommended for survey control.
 DO6096
 DO6096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6096.See file dsdata.pdf to determine how the superseded data were derived.
 DO6096
 DO6096_MARKER: DD = SURVEY DISK
 DO6096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6096_STAMPING: 8C34 2010
 DO6096_MARK LOGO: WIDT
 DO6096_PROJECTION: FLUSH
 DO6096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6096+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2012
 DO6096
 DO6096  HISTORY     - Date     Condition        Report By
 DO6096  HISTORY     - 2010     MONUMENTED       WIDT
 DO6096  HISTORY     - 20120812 GOOD             WIDT
 DO6096
 DO6096                          STATION DESCRIPTION
 DO6096
 DO6096'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6096'THE STATION IS LOCATED ABOUT 11.1 MI (17.9 KM) SOUTH OF BENNETT, 4.7
 DO6096'MI (7.6 KM) SOUTH-SOUTHWEST OF SOLON SPRINGS AND 3.8 MI (6.1 KM)
 DO6096'NORTHWEST OF GORDON.
 DO6096'
 DO6096'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH COUNTY
 DO6096'HIGHWAY M LOCATED APPROXIMATELY 5 MI (8.0 KM) SOUTH OF THE VILLAGE OF
 DO6096'SOLON SPRINGS, GO WEST ON COUNTY HIGHWAY M FOR 1.4 MI (2.3 KM) TO
 DO6096'CENTER BIRD ROAD ON THE RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY M FOR
 DO6096'0.55 MI (0.9 KM) TO THE STATION ON THE LEFT.
 DO6096'
 DO6096'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6096'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6096'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6096'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6096'IS 9.8 M (32.2 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY M, 217 M
 DO6096'(711.9 FT) EAST OF THE CENTER OF A PRIVATE ROAD (STENSLAND DRIVE),
 DO6096'80.5 M (264.1 FT) EAST OF A GREEN AND BROWN METAL -WISCONSIN DNR NO
 DO6096'TRESPASSING- SIGN, 67.4 M (221.1 FT) WEST OF A METAL -FOOT ACCESS
 DO6096'WELCOME- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6096'WHITE PLASTIC WITNESS POSTS.
 DO6096'
 DO6096'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6096'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6104 ***********************************************************************
 DO6104  DESIGNATION -  8C35
 DO6104  PID         -  DO6104
 DO6104  STATE/COUNTY-  WI/DOUGLAS
 DO6104  COUNTRY     -  US
 DO6104  USGS QUAD   -  BENNETT (2018)
 DO6104
 DO6104                         *CURRENT SURVEY CONTROL
 DO6104  ______________________________________________________________________
 DO6104* NAD 83(1986) POSITION- 46 22 49.     (N) 091 47 42.     (W)   SCALED
 DO6104* NAVD 88 ORTHO HEIGHT -   314.134 (meters)     1030.62  (feet) ADJUSTED
 DO6104  ______________________________________________________________________
 DO6104  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 DO6104  DYNAMIC HEIGHT  -        314.168 (meters)     1030.73  (feet) COMP
 DO6104  MODELED GRAVITY -    980,710.1   (mgal)                       NAVD 88
 DO6104
 DO6104  VERT ORDER      -  SECOND    CLASS I
 DO6104
 DO6104.The horizontal coordinates were scaled from a map and have
 DO6104.an estimated accuracy of +/- 6 seconds.
 DO6104
 DO6104.The orthometric height was determined by differential leveling and
 DO6104.adjusted by the NATIONAL GEODETIC SURVEY
 DO6104.in February 2017.
 DO6104
 DO6104.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6104.GEOID18 height accuracy estimate available here.
 DO6104
 DO6104.Click photographs - Photos may exist for this station.
 DO6104
 DO6104.The dynamic height is computed by dividing the NAVD 88
 DO6104.geopotential number by the normal gravity value computed on the
 DO6104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6104.degrees latitude (g = 980.6199 gals.).
 DO6104
 DO6104.The modeled gravity was interpolated from observed gravity values.
 DO6104
 DO6104;                    North         East    Units  Estimated Accuracy
 DO6104;SPC WI N     -   136,450.      461,930.      MT  (+/- 180 meters Scaled)
 DO6104
 DO6104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM926370(NAD 83)
 DO6104
 DO6104                          SUPERSEDED SURVEY CONTROL
 DO6104
 DO6104  NAVD 88 (07/25/13)  314.146  (m)         1030.66   (f) SUPERSEDED  2 1
 DO6104
 DO6104.Superseded values are not recommended for survey control.
 DO6104
 DO6104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6104.See file dsdata.pdf to determine how the superseded data were derived.
 DO6104
 DO6104_MARKER: DD = SURVEY DISK
 DO6104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6104_STAMPING: 8C35 2010
 DO6104_MARK LOGO: WIDT
 DO6104_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6104+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2012
 DO6104
 DO6104  HISTORY     - Date     Condition        Report By
 DO6104  HISTORY     - 2011     MONUMENTED       WIDT
 DO6104  HISTORY     - 20120822 GOOD             WIDT
 DO6104
 DO6104                          STATION DESCRIPTION
 DO6104
 DO6104'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6104'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH OF GORDON, 5.5 MI
 DO6104'(8.8 KM) SOUTH-SOUTHEAST OF BENNETT AND 2.3 MI (3.7 KM) NORTHEAST OF
 DO6104'SOLON SPRINGS.
 DO6104'
 DO6104'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DO6104'HIGHWAY A LOCATED APPROXIMATELY 3 MI (4.8 KM) NORTHEAST OF THE VILLAGE
 DO6104'OF SOLON SPRINGS, GO SOUTHWEST ON COUNTY HIGHWAY A FOR 0.9 MI (1.4 KM)
 DO6104'TO OLSON ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DO6104'
 DO6104'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6104'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6104'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6104'INCH) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.
 DO6104'THE STATION IS 40.2 M (131.9 FT) NORTH OF THE CENTERLINE OF COUNTY
 DO6104'HIGHWAY A, 7 M (23.0 FT) EAST OF THE CENTERLINE OF OLSON ROAD, 43.7 M
 DO6104'(143.4 FT) SOUTH OF A POWER POLE, 34.2 M (112.2 FT) NORTH-NORTHEAST OF
 DO6104'A -STOP- SIGN, 18.0 M (59.1 FT) NORTHWEST OF A -SOLON SPRINGS
 DO6104'CONCRETE- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6104'THREE WHITE PLASTIC WITNESS POSTS.
 DO6104'
 DO6104'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A TREE
 DO6104'LINE TO THE EAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6105 ***********************************************************************
 DO6105  DESIGNATION -  8C36
 DO6105  PID         -  DO6105
 DO6105  STATE/COUNTY-  WI/DOUGLAS
 DO6105  COUNTRY     -  US
 DO6105  USGS QUAD   -  SOLON SPRINGS (2018)
 DO6105
 DO6105                         *CURRENT SURVEY CONTROL
 DO6105  ______________________________________________________________________
 DO6105* NAD 83(1986) POSITION- 46 22 09.20   (N) 091 46 47.86   (W)   HD_HELD1
 DO6105* NAVD 88 ORTHO HEIGHT -   338.822 (meters)     1111.62  (feet) ADJUSTED
 DO6105  ______________________________________________________________________
 DO6105  GEOID HEIGHT    -        -27.220 (meters)                     GEOID18
 DO6105  DYNAMIC HEIGHT  -        338.857 (meters)     1111.73  (feet) COMP
 DO6105  MODELED GRAVITY -    980,708.3   (mgal)                       NAVD 88
 DO6105
 DO6105  VERT ORDER      -  SECOND    CLASS I
 DO6105
 DO6105.The horizontal coordinates were determined by differentially corrected
 DO6105.hand held GPS observations or other comparable positioning techniques
 DO6105.and have an estimated accuracy of +/- 3 meters.
 DO6105
 DO6105.The orthometric height was determined by differential leveling and
 DO6105.adjusted by the NATIONAL GEODETIC SURVEY
 DO6105.in February 2017.
 DO6105
 DO6105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6105.GEOID18 height accuracy estimate available here.
 DO6105
 DO6105.Click photographs - Photos may exist for this station.
 DO6105
 DO6105.The dynamic height is computed by dividing the NAVD 88
 DO6105.geopotential number by the normal gravity value computed on the
 DO6105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6105.degrees latitude (g = 980.6199 gals.).
 DO6105
 DO6105.The modeled gravity was interpolated from observed gravity values.
 DO6105
 DO6105;                    North         East    Units  Estimated Accuracy
 DO6105;SPC WI N     -   135,193.1     463,056.4     MT  (+/- 3 meters HH1 GPS) 
 DO6105
 DO6105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9383935795(NAD 83)
 DO6105
 DO6105                          SUPERSEDED SURVEY CONTROL
 DO6105
 DO6105  NAVD 88 (07/25/13)  338.833  (m)         1111.65   (f) SUPERSEDED  2 1
 DO6105
 DO6105.Superseded values are not recommended for survey control.
 DO6105
 DO6105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6105.See file dsdata.pdf to determine how the superseded data were derived.
 DO6105
 DO6105_MARKER: DD = SURVEY DISK
 DO6105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6105_STAMPING: 8C36 2010
 DO6105_MARK LOGO: WIDT
 DO6105_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6105+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2012
 DO6105
 DO6105  HISTORY     - Date     Condition        Report By
 DO6105  HISTORY     - 2010     MONUMENTED       WIDT
 DO6105  HISTORY     - 20120822 GOOD             WIDT
 DO6105
 DO6105                          STATION DESCRIPTION
 DO6105
 DO6105'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6105'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF GORDON, 6.5 MI
 DO6105'(10.5 KM) SOUTH-SOUTHEAST OF BENNETT AND 2.3 MI (3.7 KM)
 DO6105'EAST-NORTHEAST OF SOLON SPRINGS.
 DO6105'
 DO6105'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DO6105'HIGHWAY P LOCATED APPROXIMATELY 3 MI (4.8 KM) NORTHEAST OF THE VILLAGE
 DO6105'OF SOLON SPRINGS, GO SOUTH ON COUNTY HIGHWAY A FOR 0.9 MI (1.4 KM) TO
 DO6105'SCENIC DRIVE ON THE RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY A FOR 0.3
 DO6105'MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DO6105'
 DO6105'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6105'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6105'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6105'INCH) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE
 DO6105'HIGHWAY PAVEMENT.  THE STATION IS 12.3 M (40.4 FT) WEST OF THE
 DO6105'CENTERLINE OF COUNTY HIGHWAY A, 170 M (557.7 FT) SOUTH OF THE CENTER
 DO6105'OF A PRIVATE DRIVE -10897 S-, 88.5 M (290.4 FT) NORTH OF A -RIGHT
 DO6105'JUNCTION AHEAD- SIGN, 21.8 M (71.5 FT) SOUTHWEST OF A -CURVES AHEAD-
 DO6105'SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6105'PLASTIC WITNESS POSTS.
 DO6105'
 DO6105'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6105'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6106 ***********************************************************************
 DO6106  DESIGNATION -  8C37
 DO6106  PID         -  DO6106
 DO6106  STATE/COUNTY-  WI/DOUGLAS
 DO6106  COUNTRY     -  US
 DO6106  USGS QUAD   -  METZGER LAKE (2018)
 DO6106
 DO6106                         *CURRENT SURVEY CONTROL
 DO6106  ______________________________________________________________________
 DO6106* NAD 83(1986) POSITION- 46 21 36.75   (N) 091 44 35.38   (W)   HD_HELD1
 DO6106* NAVD 88 ORTHO HEIGHT -   340.314 (meters)     1116.51  (feet) ADJUSTED
 DO6106  ______________________________________________________________________
 DO6106  GEOID HEIGHT    -        -27.321 (meters)                     GEOID18
 DO6106  DYNAMIC HEIGHT  -        340.348 (meters)     1116.63  (feet) COMP
 DO6106  MODELED GRAVITY -    980,704.3   (mgal)                       NAVD 88
 DO6106
 DO6106  VERT ORDER      -  SECOND    CLASS I
 DO6106
 DO6106.The horizontal coordinates were determined by differentially corrected
 DO6106.hand held GPS observations or other comparable positioning techniques
 DO6106.and have an estimated accuracy of +/- 3 meters.
 DO6106
 DO6106.The orthometric height was determined by differential leveling and
 DO6106.adjusted by the NATIONAL GEODETIC SURVEY
 DO6106.in February 2017.
 DO6106
 DO6106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6106.GEOID18 height accuracy estimate available here.
 DO6106
 DO6106.Click photographs - Photos may exist for this station.
 DO6106
 DO6106.The dynamic height is computed by dividing the NAVD 88
 DO6106.geopotential number by the normal gravity value computed on the
 DO6106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6106.degrees latitude (g = 980.6199 gals.).
 DO6106
 DO6106.The modeled gravity was interpolated from observed gravity values.
 DO6106
 DO6106;                    North         East    Units  Estimated Accuracy
 DO6106;SPC WI N     -   134,128.6     465,865.2     MT  (+/- 3 meters HH1 GPS) 
 DO6106
 DO6106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9668634837(NAD 83)
 DO6106
 DO6106                          SUPERSEDED SURVEY CONTROL
 DO6106
 DO6106  NAVD 88 (07/25/13)  340.326  (m)         1116.55   (f) SUPERSEDED  2 1
 DO6106
 DO6106.Superseded values are not recommended for survey control.
 DO6106
 DO6106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6106.See file dsdata.pdf to determine how the superseded data were derived.
 DO6106
 DO6106_MARKER: DD = SURVEY DISK
 DO6106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6106_STAMPING: 8C37 2010
 DO6106_MARK LOGO: WIDT
 DO6106_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6106+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2012
 DO6106
 DO6106  HISTORY     - Date     Condition        Report By
 DO6106  HISTORY     - 2010     MONUMENTED       WIDT
 DO6106  HISTORY     - 20120822 GOOD             WIDT
 DO6106
 DO6106                          STATION DESCRIPTION
 DO6106
 DO6106'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6106'THE STATION IS LOCATED ABOUT 8.3 MI (13.3 KM) NORTH-NORTHEAST OF
 DO6106'GORDON, 8.1 MI (13.0 KM) SOUTHEAST OF BENNETT AND 3.8 MI (6.1 KM) EAST
 DO6106'OF SOLON SPRINGS.
 DO6106'
 DO6106'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DO6106'HIGHWAY P LOCATED APPROXIMATELY 3 MI (4.8 KM) NORTHEAST OF THE VILLAGE
 DO6106'OF SOLON SPRINGS, GO SOUTH ON COUNTY HIGHWAY A FOR 1.8 MI (2.9 KM) TO
 DO6106'A LEFT CURVE IN THE HIGHWAY, CURVE LEFT AND GO EAST ON COUNTY HIGHWAY
 DO6106'A FOR 1.0 MI (1.6 KM) TO BAKKEN ROAD.  CONTINUE EAST ON COUNTY HIGHWAY
 DO6106'A FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.
 DO6106'
 DO6106'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6106'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6106'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6106'INCH) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO6106'HIGHWAY PAVEMENT.  THE STATION IS 12.8 M (42.0 FT) SOUTH OF THE
 DO6106'CENTERLINE OF COUNTY HIGHWAY A, 30.1 M (98.8 FT) SOUTHEAST OF AN
 DO6106'ELECTRICAL JUNCTION BOX --ECE 09057--, 7 M (23.0 FT) WEST OF THE
 DO6106'CENTER OF A GRAVEL ENTRANCE, 5.5 M (18.0 FT) SOUTH-SOUTHEAST OF A -NO
 DO6106'PASSING ZONE- SIGN POST, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6106'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6106'
 DO6106'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6106'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6107 ***********************************************************************
 DO6107  DESIGNATION -  8C38
 DO6107  PID         -  DO6107
 DO6107  STATE/COUNTY-  WI/DOUGLAS
 DO6107  COUNTRY     -  US
 DO6107  USGS QUAD   -  METZGER LAKE (2018)
 DO6107
 DO6107                         *CURRENT SURVEY CONTROL
 DO6107  ______________________________________________________________________
 DO6107* NAD 83(1986) POSITION- 46 21 37.     (N) 091 41 44.     (W)   SCALED
 DO6107* NAVD 88 ORTHO HEIGHT -   350.939 (meters)     1151.37  (feet) ADJUSTED
 DO6107  ______________________________________________________________________
 DO6107  GEOID HEIGHT    -        -27.469 (meters)                     GEOID18
 DO6107  DYNAMIC HEIGHT  -        350.973 (meters)     1151.48  (feet) COMP
 DO6107  MODELED GRAVITY -    980,700.5   (mgal)                       NAVD 88
 DO6107
 DO6107  VERT ORDER      -  SECOND    CLASS I
 DO6107
 DO6107.The horizontal coordinates were scaled from a map and have
 DO6107.an estimated accuracy of +/- 6 seconds.
 DO6107
 DO6107.The orthometric height was determined by differential leveling and
 DO6107.adjusted by the NATIONAL GEODETIC SURVEY
 DO6107.in February 2017.
 DO6107
 DO6107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6107.GEOID18 height accuracy estimate available here.
 DO6107
 DO6107.Click photographs - Photos may exist for this station.
 DO6107
 DO6107.The dynamic height is computed by dividing the NAVD 88
 DO6107.geopotential number by the normal gravity value computed on the
 DO6107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6107.degrees latitude (g = 980.6199 gals.).
 DO6107
 DO6107.The modeled gravity was interpolated from observed gravity values.
 DO6107
 DO6107;                    North         East    Units  Estimated Accuracy
 DO6107;SPC WI N     -   134,060.      469,530.      MT  (+/- 180 meters Scaled)
 DO6107
 DO6107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM003349(NAD 83)
 DO6107
 DO6107                          SUPERSEDED SURVEY CONTROL
 DO6107
 DO6107  NAVD 88 (07/25/13)  350.950  (m)         1151.41   (f) SUPERSEDED  2 1
 DO6107
 DO6107.Superseded values are not recommended for survey control.
 DO6107
 DO6107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6107.See file dsdata.pdf to determine how the superseded data were derived.
 DO6107
 DO6107_MARKER: DD = SURVEY DISK
 DO6107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6107_STAMPING: 8C38 2010
 DO6107_MARK LOGO: WIDT
 DO6107_PROJECTION: FLUSH
 DO6107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6107+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2012
 DO6107
 DO6107  HISTORY     - Date     Condition        Report By
 DO6107  HISTORY     - 2010     MONUMENTED       WIDT
 DO6107  HISTORY     - 20120822 GOOD             WIDT
 DO6107
 DO6107                          STATION DESCRIPTION
 DO6107
 DO6107'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6107'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTHEAST OF BENNETT,
 DO6107'9.2 MI (14.9 KM) NORTH-NORTHEAST OF GORDON AND 6.1 MI (9.8 KM) EAST OF
 DO6107'SOLON SPRINGS.
 DO6107'
 DO6107'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DO6107'HIGHWAY P LOCATED APPROXIMATELY 3 MI (4.8 KM) NORTHEAST OF THE VILLAGE
 DO6107'OF SOLON SPRINGS, GO SOUTH ON COUNTY HIGHWAY A FOR 1.8 MI (2.9 KM) TO
 DO6107'A LEFT CURVE IN THE HIGHWAY, CURVE LEFT AND GO EAST ON COUNTY HIGHWAY
 DO6107'A FOR 2.0 MI (3.2 KM) TO TWIN LAKES ROAD.  CONTINUE EAST ON COUNTY
 DO6107'HIGHWAY A FOR 2.0 MI (3.2 KM) TO THE STATION ON THE LEFT.
 DO6107'
 DO6107'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6107'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6107'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6107'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6107'IS 13.5 M (44.3 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY A, 120 M
 DO6107'(393.7 FT) EAST OF THE EXTENDED CENTER OF A GRAVEL ENTRANCE, 11 M
 DO6107'(36.1 FT) WEST OF THE CENTER OF A GRAVEL ENTRANCE, AND LOCATED IN THE
 DO6107'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6107'
 DO6107'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6107'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6109 ***********************************************************************
 DO6109  DESIGNATION -  8C39
 DO6109  PID         -  DO6109
 DO6109  STATE/COUNTY-  WI/DOUGLAS
 DO6109  COUNTRY     -  US
 DO6109  USGS QUAD   -  ELLISON LAKE (2018)
 DO6109
 DO6109                         *CURRENT SURVEY CONTROL
 DO6109  ______________________________________________________________________
 DO6109* NAD 83(1986) POSITION- 46 21 28.     (N) 091 36 52.     (W)   SCALED
 DO6109* NAVD 88 ORTHO HEIGHT -   349.716 (meters)     1147.36  (feet) ADJUSTED
 DO6109  ______________________________________________________________________
 DO6109  GEOID HEIGHT    -        -27.721 (meters)                     GEOID18
 DO6109  DYNAMIC HEIGHT  -        349.748 (meters)     1147.46  (feet) COMP
 DO6109  MODELED GRAVITY -    980,693.8   (mgal)                       NAVD 88
 DO6109
 DO6109  VERT ORDER      -  SECOND    CLASS I
 DO6109
 DO6109.The horizontal coordinates were scaled from a map and have
 DO6109.an estimated accuracy of +/- 6 seconds.
 DO6109
 DO6109.The orthometric height was determined by differential leveling and
 DO6109.adjusted by the NATIONAL GEODETIC SURVEY
 DO6109.in February 2017.
 DO6109
 DO6109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6109.GEOID18 height accuracy estimate available here.
 DO6109
 DO6109.Click photographs - Photos may exist for this station.
 DO6109
 DO6109.The dynamic height is computed by dividing the NAVD 88
 DO6109.geopotential number by the normal gravity value computed on the
 DO6109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6109.degrees latitude (g = 980.6199 gals.).
 DO6109
 DO6109.The modeled gravity was interpolated from observed gravity values.
 DO6109
 DO6109;                    North         East    Units  Estimated Accuracy
 DO6109;SPC WI N     -   133,650.      475,760.      MT  (+/- 180 meters Scaled)
 DO6109
 DO6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM065347(NAD 83)
 DO6109
 DO6109                          SUPERSEDED SURVEY CONTROL
 DO6109
 DO6109  NAVD 88 (07/25/13)  349.728  (m)         1147.40   (f) SUPERSEDED  2 1
 DO6109
 DO6109.Superseded values are not recommended for survey control.
 DO6109
 DO6109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6109.See file dsdata.pdf to determine how the superseded data were derived.
 DO6109
 DO6109_MARKER: DD = SURVEY DISK
 DO6109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6109_STAMPING: 8C39 2010
 DO6109_MARK LOGO: WIDT
 DO6109_PROJECTION: FLUSH
 DO6109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6109+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2012
 DO6109
 DO6109  HISTORY     - Date     Condition        Report By
 DO6109  HISTORY     - 2010     MONUMENTED       WIDT
 DO6109  HISTORY     - 20120823 GOOD             WIDT
 DO6109
 DO6109                          STATION DESCRIPTION
 DO6109
 DO6109'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6109'THE STATION IS LOCATED ABOUT 11.7 MI (18.8 KM) NORTHEAST OF GORDON,
 DO6109'11.6 MI (18.7 KM) SOUTH-SOUTHEAST OF LAKE NEBAGAMON AND 9.9 MI (16.0
 DO6109'KM) EAST OF SOLON SPRINGS.
 DO6109'
 DO6109'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DO6109'HIGHWAY A LOCATED APPROXIMATELY 12 MI (19.3 KM) EAST OF THE VILLAGE OF
 DO6109'SOLON SPRINGS, GO WEST ON COUNTY HIGHWAY A FOR 2.4 MI (3.9 KM) TO
 DO6109'ROCKY LAKE ROAD AND THE STATION ON THE LEFT.
 DO6109'
 DO6109'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6109'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6109'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6109'GROUND AND APPROXIMATELY 1 M (3.3 FT) ABOVE THE COUNTY HIGHWAY
 DO6109'PAVEMENT.  THE STATION IS 18.5 M (60.7 FT) SOUTH OF THE CENTERLINE OF
 DO6109'COUNTY HIGHWAY A, 20 M (65.6 FT) WEST OF THE CENTERLINE OF ROCKY LAKE
 DO6109'ROAD, 50.3 M (165.0 FT) SOUTHWEST OF A POWER POLE --ECE 09766--, 46.0
 DO6109'M (150.9 FT) SOUTHEAST OF A -COUNTY A- ROUTE SIGN, AND LOCATED IN THE
 DO6109'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6109'
 DO6109'NOTE-THIS STATION IS LOCATED JUST NORTHEAST OF A TREE LINE AND IS
 DO6109'CURRENTLY NOT SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6110 ***********************************************************************
 DO6110  DESIGNATION -  8C40
 DO6110  PID         -  DO6110
 DO6110  STATE/COUNTY-  WI/DOUGLAS
 DO6110  COUNTRY     -  US
 DO6110  USGS QUAD   -  ELLISON LAKE (2018)
 DO6110
 DO6110                         *CURRENT SURVEY CONTROL
 DO6110  ______________________________________________________________________
 DO6110* NAD 83(1986) POSITION- 46 21 37.     (N) 091 33 50.     (W)   SCALED
 DO6110* NAVD 88 ORTHO HEIGHT -   363.564 (meters)     1192.79  (feet) ADJUSTED
 DO6110  ______________________________________________________________________
 DO6110  GEOID HEIGHT    -        -27.894 (meters)                     GEOID18
 DO6110  DYNAMIC HEIGHT  -        363.595 (meters)     1192.89  (feet) COMP
 DO6110  MODELED GRAVITY -    980,688.9   (mgal)                       NAVD 88
 DO6110
 DO6110  VERT ORDER      -  SECOND    CLASS I
 DO6110
 DO6110.The horizontal coordinates were scaled from a map and have
 DO6110.an estimated accuracy of +/- 6 seconds.
 DO6110
 DO6110.The orthometric height was determined by differential leveling and
 DO6110.adjusted by the NATIONAL GEODETIC SURVEY
 DO6110.in February 2017.
 DO6110
 DO6110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6110.GEOID18 height accuracy estimate available here.
 DO6110
 DO6110.Click photographs - Photos may exist for this station.
 DO6110
 DO6110.The dynamic height is computed by dividing the NAVD 88
 DO6110.geopotential number by the normal gravity value computed on the
 DO6110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6110.degrees latitude (g = 980.6199 gals.).
 DO6110
 DO6110.The modeled gravity was interpolated from observed gravity values.
 DO6110
 DO6110;                    North         East    Units  Estimated Accuracy
 DO6110;SPC WI N     -   133,850.      479,660.      MT  (+/- 180 meters Scaled)
 DO6110
 DO6110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM104350(NAD 83)
 DO6110
 DO6110                          SUPERSEDED SURVEY CONTROL
 DO6110
 DO6110  NAVD 88 (07/25/13)  363.576  (m)         1192.83   (f) SUPERSEDED  2 1
 DO6110
 DO6110.Superseded values are not recommended for survey control.
 DO6110
 DO6110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6110.See file dsdata.pdf to determine how the superseded data were derived.
 DO6110
 DO6110_MARKER: DD = SURVEY DISK
 DO6110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6110_STAMPING: 8C40 2010
 DO6110_MARK LOGO: WIDT
 DO6110_PROJECTION: FLUSH
 DO6110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6110+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2012
 DO6110
 DO6110  HISTORY     - Date     Condition        Report By
 DO6110  HISTORY     - 2010     MONUMENTED       WIDT
 DO6110  HISTORY     - 20120824 GOOD             WIDT
 DO6110
 DO6110                          STATION DESCRIPTION
 DO6110
 DO6110'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6110'THE STATION IS LOCATED ABOUT 13.3 MI (21.5 KM) SOUTH OF BRULE, 12.5 MI
 DO6110'(20.1 KM) SOUTH-SOUTHEAST OF LAKE NEBAGAMON AND 12.4 MI (19.9 KM) EAST
 DO6110'OF SOLON SPRINGS.
 DO6110'
 DO6110'THE STATION IS IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF STATE
 DO6110'HIGHWAY 27 WITH COUNTY HIGHWAY A LOCATED APPROXIMATELY 12 MI (19.3 KM)
 DO6110'EAST OF THE VILLAGE OF SOLON SPRINGS.
 DO6110'
 DO6110'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6110'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6110'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6110'GROUND AND APPROXIMATELY 2 M (6.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DO6110'STATION IS 26.1 M (85.6 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DO6110'HIGHWAY 27, 59 M (193.6 FT) NORTHWEST OF THE CENTER OF ELLISON LAKE
 DO6110'ROAD, 43 M (141.1 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF COUNTY
 DO6110'HIGHWAY A, 26.3 M (86.3 FT) EAST OF A -COUNTY A- ROUTE SIGN, 21.3 M
 DO6110'(69.9 FT) NORTHWEST OF A YELLOW 4X4 RIGHT-OF-WAY POST, AND LOCATED IN
 DO6110'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6110'
 DO6110'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6110'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4965 ***********************************************************************
 DN4965  DESIGNATION -  8C45
 DN4965  PID         -  DN4965
 DN4965  STATE/COUNTY-  WI/WASHBURN
 DN4965  COUNTRY     -  US
 DN4965  USGS QUAD   -  STANBERRY WEST (2018)
 DN4965
 DN4965                         *CURRENT SURVEY CONTROL
 DN4965  ______________________________________________________________________
 DN4965* NAD 83(1986) POSITION- 46 04 44.     (N) 091 41 56.     (W)   SCALED
 DN4965* NAVD 88 ORTHO HEIGHT -   355.958 (meters)     1167.84  (feet) ADJUSTED
 DN4965  ______________________________________________________________________
 DN4965  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 DN4965  DYNAMIC HEIGHT  -        355.983 (meters)     1167.92  (feet) COMP
 DN4965  MODELED GRAVITY -    980,675.2   (mgal)                       NAVD 88
 DN4965
 DN4965  VERT ORDER      -  SECOND    CLASS I
 DN4965
 DN4965.The horizontal coordinates were scaled from a map and have
 DN4965.an estimated accuracy of +/- 6 seconds.
 DN4965
 DN4965.The orthometric height was determined by differential leveling and
 DN4965.adjusted by the WI DEPT OF TRANSP
 DN4965.in May 2012.
 DN4965
 DN4965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4965.GEOID18 height accuracy estimate available here.
 DN4965
 DN4965.Click photographs - Photos may exist for this station.
 DN4965
 DN4965.The dynamic height is computed by dividing the NAVD 88
 DN4965.geopotential number by the normal gravity value computed on the
 DN4965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4965.degrees latitude (g = 980.6199 gals.).
 DN4965
 DN4965.The modeled gravity was interpolated from observed gravity values.
 DN4965
 DN4965;                    North         East    Units  Estimated Accuracy
 DN4965;SPC WI N     -   102,790.      468,600.      MT  (+/- 180 meters Scaled)
 DN4965
 DN4965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM006036(NAD 83)
 DN4965
 DN4965                          SUPERSEDED SURVEY CONTROL
 DN4965
 DN4965.No superseded survey control is available for this station.
 DN4965
 DN4965_MARKER: DD = SURVEY DISK
 DN4965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4965_STAMPING: 8C45 2009
 DN4965_MARK LOGO: WIDT
 DN4965_PROJECTION: FLUSH
 DN4965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4965+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DN4965
 DN4965  HISTORY     - Date     Condition        Report By
 DN4965  HISTORY     - 2009     MONUMENTED       WIDT
 DN4965  HISTORY     - 20100526 GOOD             WIDT
 DN4965
 DN4965                          STATION DESCRIPTION
 DN4965
 DN4965'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN4965'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND COUNTY
 DN4965'HIGHWAY M WEST OF HAYWARD, GO WEST ON STATE HIGHWAY 77 FOR
 DN4965'APPROXIMATELY 4.3 MI (6.9 KM) TO THE STATION ON THE LEFT.
 DN4965'
 DN4965'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4965'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN4965'GROUND AND APPROXIMATELY 4 FT (1.2 M) BELOW THE STATE HIGHWAY 77
 DN4965'PAVEMENT.
 DN4965'
 DN4965'THE STATION IS IN THE SOUTHEAST QUADRANT OF STATE HIGHWAY 77 AND HALL
 DN4965'ROAD, 35 FT (10.7 M) SOUTH OF HALL ROAD, 45 FT (13.7 M) WEST OF STATE
 DN4965'HIGHWAY 77 CENTERLINE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN4965'T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4964 ***********************************************************************
 DN4964  DESIGNATION -  8C46
 DN4964  PID         -  DN4964
 DN4964  STATE/COUNTY-  WI/WASHBURN
 DN4964  COUNTRY     -  US
 DN4964  USGS QUAD   -  STANBERRY WEST (2018)
 DN4964
 DN4964                         *CURRENT SURVEY CONTROL
 DN4964  ______________________________________________________________________
 DN4964* NAD 83(1986) POSITION- 46 04 16.9    (N) 091 40 16.1    (W)   HD_HELD2
 DN4964* NAVD 88 ORTHO HEIGHT -   368.387 (meters)     1208.62  (feet) ADJUSTED
 DN4964  ______________________________________________________________________
 DN4964  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 DN4964  DYNAMIC HEIGHT  -        368.413 (meters)     1208.70  (feet) COMP
 DN4964  MODELED GRAVITY -    980,672.1   (mgal)                       NAVD 88
 DN4964
 DN4964  VERT ORDER      -  SECOND    CLASS I
 DN4964
 DN4964.The horizontal coordinates were established by autonomous hand held GPS
 DN4964.observations and have an estimated accuracy of +/- 10 meters.
 DN4964
 DN4964.The orthometric height was determined by differential leveling and
 DN4964.adjusted by the WI DEPT OF TRANSP
 DN4964.in May 2012.
 DN4964
 DN4964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4964.GEOID18 height accuracy estimate available here.
 DN4964
 DN4964.Click photographs - Photos may exist for this station.
 DN4964
 DN4964.The dynamic height is computed by dividing the NAVD 88
 DN4964.geopotential number by the normal gravity value computed on the
 DN4964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4964.degrees latitude (g = 980.6199 gals.).
 DN4964
 DN4964.The modeled gravity was interpolated from observed gravity values.
 DN4964
 DN4964;                    North         East    Units  Estimated Accuracy
 DN4964;SPC WI N     -   101,911.      470,731.      MT  (+/- 10 meters HH2 GPS)
 DN4964
 DN4964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0276402834(NAD 83)
 DN4964
 DN4964                          SUPERSEDED SURVEY CONTROL
 DN4964
 DN4964.No superseded survey control is available for this station.
 DN4964
 DN4964_MARKER: DD = SURVEY DISK
 DN4964_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN4964_SP_SET: BRIDGE PARAPET
 DN4964_STAMPING: 8C46 2006
 DN4964_MARK LOGO: WIDT
 DN4964_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4964+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DN4964
 DN4964  HISTORY     - Date     Condition        Report By
 DN4964  HISTORY     - 2006     MONUMENTED       WIDT
 DN4964  HISTORY     - 20100526 GOOD             WIDT
 DN4964
 DN4964                          STATION DESCRIPTION
 DN4964
 DN4964'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4964'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN4964'HIGHWAY G APPROXIMATELY 5 MI (8.0 KM) EAST OF THE VILLAGE OF MINONG,
 DN4964'GO SOUTHEAST ON STATE HIGHWAY 77 FOR 1.6 MI (2.6 KM) TO HALL ROAD
 DN4964'RIGHT.  CONTINUE SOUTHEAST ON STATE HIGHWAY 77 FOR 1.5 MI (2.4 KM) TO
 DN4964'BRIDGE NUMBER B-65-6-90 OVER RAILROAD TRACKS AND THE STATION ON THE
 DN4964'LEFT.
 DN4964'
 DN4964'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4964'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN4964'THE EAST END OF THE NORTH BRIDGE PARAPET APPROXIMATELY 0.9 M (3.0 FT)
 DN4964'HIGHER THAN THE HIGHWAY PAVEMENT.
 DN4964'
 DN4964'THE STATION IS 4.9 M (16.1 FT) NORTH OF THE CENTERLINE OF STATE
 DN4964'HIGHWAY 77, 0.3 M (1.0 FT) EAST OF A BRIDGE EXPANSION JOINT AND 2.0 M
 DN4964'(6.6 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DN4964'
 DN4964'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN4964'QUADRANTS EXTENDING TO 40 DEGREES, TREES TO THE NORTHWEST EXTENDING TO
 DN4964'40 DEGREES AND MULTIPLE POWER LINES TO THE EAST EXTENDING TO 40
 DN4964'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4963 ***********************************************************************
 DN4963  DESIGNATION -  8C47
 DN4963  PID         -  DN4963
 DN4963  STATE/COUNTY-  WI/WASHBURN
 DN4963  COUNTRY     -  US
 DN4963  USGS QUAD   -  STANBERRY WEST (2018)
 DN4963
 DN4963                         *CURRENT SURVEY CONTROL
 DN4963  ______________________________________________________________________
 DN4963* NAD 83(1986) POSITION- 46 03 29.2    (N) 091 37 37.3    (W)   HD_HELD2
 DN4963* NAVD 88 ORTHO HEIGHT -   382.896 (meters)     1256.22  (feet) ADJUSTED
 DN4963  ______________________________________________________________________
 DN4963  GEOID HEIGHT    -        -27.991 (meters)                     GEOID18
 DN4963  DYNAMIC HEIGHT  -        382.916 (meters)     1256.28  (feet) COMP
 DN4963  MODELED GRAVITY -    980,656.6   (mgal)                       NAVD 88
 DN4963
 DN4963  VERT ORDER      -  SECOND    CLASS I
 DN4963
 DN4963.The horizontal coordinates were established by autonomous hand held GPS
 DN4963.observations and have an estimated accuracy of +/- 10 meters.
 DN4963
 DN4963.The orthometric height was determined by differential leveling and
 DN4963.adjusted by the WI DEPT OF TRANSP
 DN4963.in May 2012.
 DN4963
 DN4963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4963.GEOID18 height accuracy estimate available here.
 DN4963
 DN4963.Click photographs - Photos may exist for this station.
 DN4963
 DN4963.The dynamic height is computed by dividing the NAVD 88
 DN4963.geopotential number by the normal gravity value computed on the
 DN4963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4963.degrees latitude (g = 980.6199 gals.).
 DN4963
 DN4963.The modeled gravity was interpolated from observed gravity values.
 DN4963
 DN4963;                    North         East    Units  Estimated Accuracy
 DN4963;SPC WI N     -   100,368.      474,113.      MT  (+/- 10 meters HH2 GPS)
 DN4963
 DN4963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0620001420(NAD 83)
 DN4963
 DN4963                          SUPERSEDED SURVEY CONTROL
 DN4963
 DN4963.No superseded survey control is available for this station.
 DN4963
 DN4963_MARKER: DD = SURVEY DISK
 DN4963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4963_STAMPING: 8C47 2006
 DN4963_MARK LOGO: WIDT
 DN4963_PROJECTION: RECESSED 16 CENTIMETERS
 DN4963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4963+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DN4963
 DN4963  HISTORY     - Date     Condition        Report By
 DN4963  HISTORY     - 2005     MONUMENTED       WIDT
 DN4963  HISTORY     - 20100526 GOOD             WIDT
 DN4963
 DN4963                          STATION DESCRIPTION
 DN4963
 DN4963'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4963'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN4963'HIGHWAY M APPROXIMATELY 7 MI (11.3 KM) NORTHWEST OF THE CITY OF
 DN4963'HAYWARD, GO NORTHWEST ON STATE HIGHWAY 77 FOR 0.19 MI (0.3 KM) TO THE
 DN4963'STATION ON THE RIGHT.
 DN4963'
 DN4963'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4963'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN4963'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 16 CM (6
 DN4963'INCHES) BELOW THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DN4963'PAVEMENT.
 DN4963'
 DN4963'THE STATION IS 16.8 M (55.1 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DN4963'HIGHWAY 77, 31.5 M (103.3 FT) NORTHEAST OF A JUNCTION COUNTY M WOODEN
 DN4963'SIGN POST, 30.5 M (100.1 FT) EAST OF A LEFT CURVE AHEAD WOODEN SIGN
 DN4963'POST, 5.7 M (18.7 FT) SOUTHEAST OF THE CENTERLINE OF A WOODS ENTRANCE
 DN4963'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN4963'STATION.
 DN4963'
 DN4963'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTHEAST
 DN4963'QUADRANTS EXTENDING TO 80 DEGREES AND TREES IN THE SOUTHEAST QUADRANTS
 DN4963'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4962 ***********************************************************************
 DN4962  DESIGNATION -  8C48
 DN4962  PID         -  DN4962
 DN4962  STATE/COUNTY-  WI/WASHBURN
 DN4962  COUNTRY     -  US
 DN4962  USGS QUAD   -  STANBERRY WEST (2018)
 DN4962
 DN4962                         *CURRENT SURVEY CONTROL
 DN4962  ______________________________________________________________________
 DN4962* NAD 83(1986) POSITION- 46 03 21.     (N) 091 37 30.     (W)   SCALED
 DN4962* NAVD 88 ORTHO HEIGHT -   375.052 (meters)     1230.48  (feet) ADJUSTED
 DN4962  ______________________________________________________________________
 DN4962  GEOID HEIGHT    -        -28.014 (meters)                     GEOID18
 DN4962  DYNAMIC HEIGHT  -        375.071 (meters)     1230.55  (feet) COMP
 DN4962  MODELED GRAVITY -    980,655.0   (mgal)                       NAVD 88
 DN4962
 DN4962  VERT ORDER      -  SECOND    CLASS I
 DN4962
 DN4962.The horizontal coordinates were scaled from a map and have
 DN4962.an estimated accuracy of +/- 6 seconds.
 DN4962
 DN4962.The orthometric height was determined by differential leveling and
 DN4962.adjusted by the WI DEPT OF TRANSP
 DN4962.in May 2012.
 DN4962
 DN4962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4962.GEOID18 height accuracy estimate available here.
 DN4962
 DN4962.Click photographs - Photos may exist for this station.
 DN4962
 DN4962.The dynamic height is computed by dividing the NAVD 88
 DN4962.geopotential number by the normal gravity value computed on the
 DN4962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4962.degrees latitude (g = 980.6199 gals.).
 DN4962
 DN4962.The modeled gravity was interpolated from observed gravity values.
 DN4962
 DN4962;                    North         East    Units  Estimated Accuracy
 DN4962;SPC WI N     -   100,110.      474,260.      MT  (+/- 180 meters Scaled)
 DN4962
 DN4962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM063011(NAD 83)
 DN4962
 DN4962                          SUPERSEDED SURVEY CONTROL
 DN4962
 DN4962.No superseded survey control is available for this station.
 DN4962
 DN4962_MARKER: DD = SURVEY DISK
 DN4962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4962_STAMPING: 8C48 2009
 DN4962_MARK LOGO: WIDT
 DN4962_PROJECTION: FLUSH
 DN4962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4962+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DN4962
 DN4962  HISTORY     - Date     Condition        Report By
 DN4962  HISTORY     - 2009     MONUMENTED       WIDT
 DN4962  HISTORY     - 20100526 GOOD             WIDT
 DN4962
 DN4962                          STATION DESCRIPTION
 DN4962
 DN4962'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN4962'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND STATE
 DN4962'HIGHWAY 27 NORTHWEST OF HAYWARD, GO WEST ON STATE HIGHWAY 77 FOR
 DN4962'APPROXIMATELY 5.6 MI (9.0 KM) TO THE STATION ON THE LEFT.
 DN4962'
 DN4962'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4962'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN4962'GROUND AND APPROXIMATELY 3 FT (0.9 M) BELOW THE STATE HIGHWAY 77
 DN4962'PAVEMENT.
 DN4962'
 DN4962'THE STATION IS IN THE SOUTHWEST QUADRANT OF COUNTY HIGHWAY M/STH 77,
 DN4962'120 FT (36.6 M) SOUTH OF STATE HIGHWAY 77 CENTERLINE, 30 FT (9.1 M)
 DN4962'WEST OF COUNTY HIGHWAY M AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN4962'T-POSTS SURROUNDING THE STATION.
 DN4962'
 DN4962'NOTE-THERE ARE NO OBSTRUCTIONS MORE THAN 15 DEGREES ABOVE THE HORIZON
 DN4962'AT THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4961 ***********************************************************************
 DN4961  DESIGNATION -  8C49
 DN4961  PID         -  DN4961
 DN4961  STATE/COUNTY-  WI/SAWYER
 DN4961  COUNTRY     -  US
 DN4961  USGS QUAD   -  STANBERRY EAST (2018)
 DN4961
 DN4961                         *CURRENT SURVEY CONTROL
 DN4961  ______________________________________________________________________
 DN4961* NAD 83(1986) POSITION- 46 03 20.73   (N) 091 32 30.86   (W)   HD_HELD1
 DN4961* NAVD 88 ORTHO HEIGHT -   400.105 (meters)     1312.68  (feet) ADJUSTED
 DN4961  ______________________________________________________________________
 DN4961  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 DN4961  DYNAMIC HEIGHT  -        400.120 (meters)     1312.73  (feet) COMP
 DN4961  MODELED GRAVITY -    980,641.1   (mgal)                       NAVD 88
 DN4961
 DN4961  VERT ORDER      -  SECOND    CLASS I
 DN4961
 DN4961.The horizontal coordinates were determined by differentially corrected
 DN4961.hand held GPS observations or other comparable positioning techniques
 DN4961.and have an estimated accuracy of +/- 3 meters.
 DN4961
 DN4961.The orthometric height was determined by differential leveling and
 DN4961.adjusted by the WI DEPT OF TRANSP
 DN4961.in May 2012.
 DN4961
 DN4961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4961.GEOID18 height accuracy estimate available here.
 DN4961
 DN4961.Click photographs - Photos may exist for this station.
 DN4961
 DN4961.The dynamic height is computed by dividing the NAVD 88
 DN4961.geopotential number by the normal gravity value computed on the
 DN4961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4961.degrees latitude (g = 980.6199 gals.).
 DN4961
 DN4961.The modeled gravity was interpolated from observed gravity values.
 DN4961
 DN4961;                    North         East    Units  Estimated Accuracy
 DN4961;SPC WI N     -    99,975.3     480,692.7     MT  (+/- 3 meters HH1 GPS) 
 DN4961
 DN4961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1278901276(NAD 83)
 DN4961
 DN4961                          SUPERSEDED SURVEY CONTROL
 DN4961
 DN4961.No superseded survey control is available for this station.
 DN4961
 DN4961_MARKER: DD = SURVEY DISK
 DN4961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4961_STAMPING: 8C49 2009
 DN4961_MARK LOGO: WIDT
 DN4961_PROJECTION: FLUSH
 DN4961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4961+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 DN4961
 DN4961  HISTORY     - Date     Condition        Report By
 DN4961  HISTORY     - 2009     MONUMENTED       WIDT
 DN4961  HISTORY     - 20100527 GOOD             WIDT
 DN4961
 DN4961                          STATION DESCRIPTION
 DN4961
 DN4961'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN4961'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND STATE
 DN4961'HIGHWAY 27 NORTHWEST OF HAYWARD, GO WEST ON STATE HIGHWAY 77 FOR
 DN4961'APPROXIMATELY 1.6 MI (2.6 KM) TO THE STATION ON THE RIGHT.
 DN4961'
 DN4961'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4961'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN4961'GROUND AND APPROXIMATELY 15 FT (4.6 M) ABOVE THE STATE HIGHWAY 77
 DN4961'PAVEMENT.
 DN4961'
 DN4961'THE STATION IS 0.1 MI (0.2 KM) WEST OF OLSON ROAD, 120 FT (36.6 M)
 DN4961'NORTH OF STATE HIGHWAY 77 CENTERLINE, 1.5 MI (2.4 KM) EAST OF
 DN4961'CHIMPANZEE LAKE ROAD AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN4961'T-POSTS SURROUNDING THE STATION.
 DN4961'
 DN4961'NOTE-THERE ARE NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE THE
 DN4961'HORIZON AT THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4960 ***********************************************************************
 DN4960  DESIGNATION -  8C50
 DN4960  PID         -  DN4960
 DN4960  STATE/COUNTY-  WI/SAWYER
 DN4960  COUNTRY     -  US
 DN4960  USGS QUAD   -  STANBERRY EAST (2018)
 DN4960
 DN4960                         *CURRENT SURVEY CONTROL
 DN4960  ______________________________________________________________________
 DN4960* NAD 83(1986) POSITION- 46 03 20.83   (N) 091 30 33.28   (W)   HD_HELD1
 DN4960* NAVD 88 ORTHO HEIGHT -   385.305 (meters)     1264.12  (feet) ADJUSTED
 DN4960  ______________________________________________________________________
 DN4960  GEOID HEIGHT    -        -28.472 (meters)                     GEOID18
 DN4960  DYNAMIC HEIGHT  -        385.317 (meters)     1264.16  (feet) COMP
 DN4960  MODELED GRAVITY -    980,635.5   (mgal)                       NAVD 88
 DN4960
 DN4960  VERT ORDER      -  SECOND    CLASS I
 DN4960
 DN4960.The horizontal coordinates were determined by differentially corrected
 DN4960.hand held GPS observations or other comparable positioning techniques
 DN4960.and have an estimated accuracy of +/- 3 meters.
 DN4960
 DN4960.The orthometric height was determined by differential leveling and
 DN4960.adjusted by the WI DEPT OF TRANSP
 DN4960.in May 2012.
 DN4960
 DN4960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4960.GEOID18 height accuracy estimate available here.
 DN4960
 DN4960.Click photographs - Photos may exist for this station.
 DN4960
 DN4960.The dynamic height is computed by dividing the NAVD 88
 DN4960.geopotential number by the normal gravity value computed on the
 DN4960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4960.degrees latitude (g = 980.6199 gals.).
 DN4960
 DN4960.The modeled gravity was interpolated from observed gravity values.
 DN4960
 DN4960;                    North         East    Units  Estimated Accuracy
 DN4960;SPC WI N     -    99,929.8     483,219.7     MT  (+/- 3 meters HH1 GPS) 
 DN4960
 DN4960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1531601326(NAD 83)
 DN4960
 DN4960                          SUPERSEDED SURVEY CONTROL
 DN4960
 DN4960.No superseded survey control is available for this station.
 DN4960
 DN4960_MARKER: DD = SURVEY DISK
 DN4960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4960_STAMPING: 8C50 2009
 DN4960_MARK LOGO: WIDT
 DN4960_PROJECTION: FLUSH
 DN4960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN4960+STABILITY: SURFACE MOTION
 DN4960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4960+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2010
 DN4960
 DN4960  HISTORY     - Date     Condition        Report By
 DN4960  HISTORY     - 2009     MONUMENTED       WIDT
 DN4960  HISTORY     - 20100315 GOOD             WIDT
 DN4960
 DN4960                          STATION DESCRIPTION
 DN4960
 DN4960'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4960'DESCRIBED BY WISCONSIN DEPARTMENT OF TRANSPORTATION (EPS). THE STATION
 DN4960'IS 3.1 MI (5.0 KM) NORTH-NORTHWEST OF HAYWARD, WI.
 DN4960'
 DN4960'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 DN4960'STATE HIGHWAY 27 WITH STATE HIGHWAY 77 WEST.
 DN4960'
 DN4960'THE STATION IS 13.5 M (44.3 FT) NORTH OF THE EDGE OF PAVEMENT OF STATE
 DN4960'HIGHWAY 77, 16.0 M (52.5 FT) EAST OF THE EDGE OF PAVEMENT OF STATE
 DN4960'HIGHWAY 27, 10.0 M (32.8 FT) NORTHEAST OF A WOODEN POST FOR A '77
 DN4960'WEST' AND A '27 NORTH' SIGN AND 1.0 M (3.3 FT) NORTHEAST, NORTHWEST
 DN4960'AND SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4959 ***********************************************************************
 DN4959  DESIGNATION -  8C51
 DN4959  PID         -  DN4959
 DN4959  STATE/COUNTY-  WI/SAWYER
 DN4959  COUNTRY     -  US
 DN4959  USGS QUAD   -  HAYWARD (2019)
 DN4959
 DN4959                         *CURRENT SURVEY CONTROL
 DN4959  ______________________________________________________________________
 DN4959* NAD 83(1986) POSITION- 46 02 09.92   (N) 091 29 18.95   (W)   HD_HELD1
 DN4959* NAVD 88 ORTHO HEIGHT -   380.843 (meters)     1249.48  (feet) ADJUSTED
 DN4959  ______________________________________________________________________
 DN4959  GEOID HEIGHT    -        -28.677 (meters)                     GEOID18
 DN4959  DYNAMIC HEIGHT  -        380.851 (meters)     1249.51  (feet) COMP
 DN4959  MODELED GRAVITY -    980,622.6   (mgal)                       NAVD 88
 DN4959
 DN4959  VERT ORDER      -  SECOND    CLASS I
 DN4959
 DN4959.The horizontal coordinates were determined by differentially corrected
 DN4959.hand held GPS observations or other comparable positioning techniques
 DN4959.and have an estimated accuracy of +/- 3 meters.
 DN4959
 DN4959.The orthometric height was determined by differential leveling and
 DN4959.adjusted by the WI DEPT OF TRANSP
 DN4959.in May 2012.
 DN4959
 DN4959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4959.GEOID18 height accuracy estimate available here.
 DN4959
 DN4959.Click photographs - Photos may exist for this station.
 DN4959
 DN4959.The dynamic height is computed by dividing the NAVD 88
 DN4959.geopotential number by the normal gravity value computed on the
 DN4959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4959.degrees latitude (g = 980.6199 gals.).
 DN4959
 DN4959.The modeled gravity was interpolated from observed gravity values.
 DN4959
 DN4959;                    North         East    Units  Estimated Accuracy
 DN4959;SPC WI N     -    97,710.8     484,776.1     MT  (+/- 3 meters HH1 GPS) 
 DN4959
 DN4959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1695499167(NAD 83)
 DN4959
 DN4959                          SUPERSEDED SURVEY CONTROL
 DN4959
 DN4959.No superseded survey control is available for this station.
 DN4959
 DN4959_MARKER: DD = SURVEY DISK
 DN4959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4959_STAMPING: 8C51 2009
 DN4959_MARK LOGO: WIDT
 DN4959_PROJECTION: FLUSH
 DN4959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4959+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 DN4959
 DN4959  HISTORY     - Date     Condition        Report By
 DN4959  HISTORY     - 2009     MONUMENTED       WIDT
 DN4959  HISTORY     - 20100527 GOOD             WIDT
 DN4959
 DN4959                          STATION DESCRIPTION
 DN4959
 DN4959'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN4959'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND STATE
 DN4959'HIGHWAY 63 IN HAYWARD, GO WEST ON STATE HIGHWAY 77 FOR APPROXIMATELY
 DN4959'1.4 MI (2.3 KM) TO THE STATION ON THE LEFT.
 DN4959'
 DN4959'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4959'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN4959'GROUND AND APPROXIMATELY 2 FT (0.6 M) BELOW THE STATE HIGHWAY 77/27
 DN4959'PAVEMENT.
 DN4959'
 DN4959'THE STATION IS 35 FT (10.7 M) WEST OF STATE HIGHWAY 77/27, 0.6 MI (1.0
 DN4959'KM) NORTH OF HOSPITAL ROAD, 0.9 MI (1.4 KM) SOUTH OF COUNTY HIGHWAY T
 DN4959'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN4959'STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4957 ***********************************************************************
 DN4957  DESIGNATION -  8D01
 DN4957  PID         -  DN4957
 DN4957  STATE/COUNTY-  WI/SAWYER
 DN4957  COUNTRY     -  US
 DN4957  USGS QUAD   -  HAYWARD (2019)
 DN4957
 DN4957                         *CURRENT SURVEY CONTROL
 DN4957  ______________________________________________________________________
 DN4957* NAD 83(1986) POSITION- 46 00 33.07   (N) 091 29 22.36   (W)   HD_HELD1
 DN4957* NAVD 88 ORTHO HEIGHT -   361.150 (meters)     1184.87  (feet) ADJUSTED
 DN4957  ______________________________________________________________________
 DN4957  GEOID HEIGHT    -        -28.827 (meters)                     GEOID18
 DN4957  DYNAMIC HEIGHT  -        361.153 (meters)     1184.88  (feet) COMP
 DN4957  MODELED GRAVITY -    980,612.2   (mgal)                       NAVD 88
 DN4957
 DN4957  VERT ORDER      -  SECOND    CLASS I
 DN4957
 DN4957.The horizontal coordinates were determined by differentially corrected
 DN4957.hand held GPS observations or other comparable positioning techniques
 DN4957.and have an estimated accuracy of +/- 3 meters.
 DN4957
 DN4957.The orthometric height was determined by differential leveling and
 DN4957.adjusted by the WI DEPT OF TRANSP
 DN4957.in May 2012.
 DN4957
 DN4957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4957.GEOID18 height accuracy estimate available here.
 DN4957
 DN4957.Click photographs - Photos may exist for this station.
 DN4957
 DN4957.The dynamic height is computed by dividing the NAVD 88
 DN4957.geopotential number by the normal gravity value computed on the
 DN4957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4957.degrees latitude (g = 980.6199 gals.).
 DN4957
 DN4957.The modeled gravity was interpolated from observed gravity values.
 DN4957
 DN4957;                    North         East    Units  Estimated Accuracy
 DN4957;SPC WI N     -    94,722.5     484,646.7     MT  (+/- 3 meters HH1 GPS) 
 DN4957
 DN4957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1693896177(NAD 83)
 DN4957
 DN4957                          SUPERSEDED SURVEY CONTROL
 DN4957
 DN4957.No superseded survey control is available for this station.
 DN4957
 DN4957_MARKER: DD = SURVEY DISK
 DN4957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4957_STAMPING: 8D01 2006
 DN4957_MARK LOGO: WIDT
 DN4957_PROJECTION: FLUSH
 DN4957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4957+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 DN4957
 DN4957  HISTORY     - Date     Condition        Report By
 DN4957  HISTORY     - 2005     MONUMENTED       WIDT
 DN4957  HISTORY     - 20100527 GOOD             WIDT
 DN4957
 DN4957                          STATION DESCRIPTION
 DN4957
 DN4957'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4957'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DN4957'HIGHWAY 27 SOUTH IN THE CITY OF HAYWARD, GO SOUTHWEST ON US HIGHWAY 63
 DN4957'FOR 0.37 MI (0.6 KM) TO VERMONT AVENUE LEFT AND THE STATION ON THE
 DN4957'LEFT.
 DN4957'
 DN4957'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4957'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN4957'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP, FLUSH WITH THE
 DN4957'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN4957'THE STATION IS 16.3 M (53.5 FT) SOUTHEAST OF THE CENTERLINE OF US
 DN4957'HIGHWAY 63, 16.3 M (53.5 FT) NORTHEAST OF THE CENTERLINE OF VERMONT
 DN4957'AVENUE SOUTHEAST, 25.3 M (83.0 FT) NORTHWEST OF THE CENTERLINE OF
 DN4957'RAILROAD STREET, 10.7 M (35.1 FT) SOUTH OF A SPEED LIMIT 25 WOODEN
 DN4957'SIGN POST, 5.3 M (17.4 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 DN4957'VERMONT AVENUE NORTHWEST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN4957'T-POSTS SURROUNDING THE STATION.
 DN4957'
 DN4957'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN4957'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5127 ***********************************************************************
 DN5127  DESIGNATION -  8D02
 DN5127  PID         -  DN5127
 DN5127  STATE/COUNTY-  WI/SAWYER
 DN5127  COUNTRY     -  US
 DN5127  USGS QUAD   -  HAYWARD (2019)
 DN5127
 DN5127                         *CURRENT SURVEY CONTROL
 DN5127  ______________________________________________________________________
 DN5127* NAD 83(1986) POSITION- 46 00 10.93   (N) 091 29 09.32   (W)   HD_HELD1
 DN5127* NAVD 88 ORTHO HEIGHT -   359.633 (meters)     1179.90  (feet) ADJUSTED
 DN5127  ______________________________________________________________________
 DN5127  GEOID HEIGHT    -        -28.869 (meters)                     GEOID18
 DN5127  DYNAMIC HEIGHT  -        359.635 (meters)     1179.90  (feet) COMP
 DN5127  MODELED GRAVITY -    980,609.5   (mgal)                       NAVD 88
 DN5127
 DN5127  VERT ORDER      -  SECOND    CLASS I
 DN5127
 DN5127.The horizontal coordinates were determined by differentially corrected
 DN5127.hand held GPS observations or other comparable positioning techniques
 DN5127.and have an estimated accuracy of +/- 3 meters.
 DN5127
 DN5127.The orthometric height was determined by differential leveling and
 DN5127.adjusted by the WI DEPT OF TRANSP
 DN5127.in May 2012.
 DN5127
 DN5127.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5127.GEOID18 height accuracy estimate available here.
 DN5127
 DN5127.Click photographs - Photos may exist for this station.
 DN5127
 DN5127.The dynamic height is computed by dividing the NAVD 88
 DN5127.geopotential number by the normal gravity value computed on the
 DN5127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5127.degrees latitude (g = 980.6199 gals.).
 DN5127
 DN5127.The modeled gravity was interpolated from observed gravity values.
 DN5127
 DN5127;                    North         East    Units  Estimated Accuracy
 DN5127;SPC WI N     -    94,033.8     484,914.4     MT  (+/- 3 meters HH1 GPS) 
 DN5127
 DN5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1723195499(NAD 83)
 DN5127
 DN5127                          SUPERSEDED SURVEY CONTROL
 DN5127
 DN5127.No superseded survey control is available for this station.
 DN5127
 DN5127_MARKER: DD = SURVEY DISK
 DN5127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5127_STAMPING: 8D02 2009
 DN5127_MARK LOGO: WIDT
 DN5127_PROJECTION: FLUSH
 DN5127_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5127+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 DN5127
 DN5127  HISTORY     - Date     Condition        Report By
 DN5127  HISTORY     - 2009     MONUMENTED       WIDT
 DN5127  HISTORY     - 20100527 GOOD             WIDT
 DN5127
 DN5127                          STATION DESCRIPTION
 DN5127
 DN5127'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5127'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND COUNTY
 DN5127'HIGHWAY B IN THE CITY OF HAYWARD, GO SOUTH ON STATE HIGHWAY 27 FOR 0.4
 DN5127'MI (0.6 KM) TO THE STATION ON THE LEFT.
 DN5127'
 DN5127'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5127'TOP OF A 41 CM (16 INCH) CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 DN5127'
 DN5127'THE STATION IS LOCATED 30 FT (9.1 M) SOUTHEAST OF STATE HIGHWAY 27
 DN5127'CENTERLINE IN THE TERRACE AREA BETWEEN THE SIDEWALK AND THE STATE
 DN5127'HIGHWAY 27 PAVEMENT, 0.1 MI (0.2 KM) NORTHEAST OF RANGER STATION ROAD,
 DN5127'NORTH OF TWIN ELLIPTICAL CONCRETE CULVERT PIPES SET AT A SKEW UNDER
 DN5127'STATE HIGHWAY 27 AND IS 1 M (3.3 FT) NORTH AND 1 M (3.3 FT) SOUTH OF
 DN5127'TWO WHITE PLASTIC T-POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5003 ***********************************************************************
 DN5003  DESIGNATION -  8D03
 DN5003  PID         -  DN5003
 DN5003  STATE/COUNTY-  WI/SAWYER
 DN5003  COUNTRY     -  US
 DN5003  USGS QUAD   -  HAYWARD (2019)
 DN5003
 DN5003                         *CURRENT SURVEY CONTROL
 DN5003  ______________________________________________________________________
 DN5003* NAD 83(1986) POSITION- 46 01 09.74   (N) 091 28 31.49   (W)   HD_HELD1
 DN5003* NAVD 88 ORTHO HEIGHT -   366.688 (meters)     1203.04  (feet) ADJUSTED
 DN5003  ______________________________________________________________________
 DN5003  GEOID HEIGHT    -        -28.815 (meters)                     GEOID18
 DN5003  DYNAMIC HEIGHT  -        366.692 (meters)     1203.06  (feet) COMP
 DN5003  MODELED GRAVITY -    980,614.6   (mgal)                       NAVD 88
 DN5003
 DN5003  VERT ORDER      -  SECOND    CLASS I
 DN5003
 DN5003.The horizontal coordinates were determined by differentially corrected
 DN5003.hand held GPS observations or other comparable positioning techniques
 DN5003.and have an estimated accuracy of +/- 3 meters.
 DN5003
 DN5003.The orthometric height was determined by differential leveling and
 DN5003.adjusted by the WI DEPT OF TRANSP
 DN5003.in May 2012.
 DN5003
 DN5003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5003.GEOID18 height accuracy estimate available here.
 DN5003
 DN5003.Click photographs - Photos may exist for this station.
 DN5003
 DN5003.The dynamic height is computed by dividing the NAVD 88
 DN5003.geopotential number by the normal gravity value computed on the
 DN5003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5003.degrees latitude (g = 980.6199 gals.).
 DN5003
 DN5003.The modeled gravity was interpolated from observed gravity values.
 DN5003
 DN5003;                    North         East    Units  Estimated Accuracy
 DN5003;SPC WI N     -    95,834.1     485,761.9     MT  (+/- 3 meters HH1 GPS) 
 DN5003
 DN5003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1801097329(NAD 83)
 DN5003
 DN5003                          SUPERSEDED SURVEY CONTROL
 DN5003
 DN5003.No superseded survey control is available for this station.
 DN5003
 DN5003_MARKER: DD = SURVEY DISK
 DN5003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5003_STAMPING: 8D03 2006
 DN5003_MARK LOGO: WIDT
 DN5003_PROJECTION: FLUSH
 DN5003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5003+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 DN5003
 DN5003  HISTORY     - Date     Condition        Report By
 DN5003  HISTORY     - 2005     MONUMENTED       WIDT
 DN5003  HISTORY     - 20100527 GOOD             WIDT
 DN5003
 DN5003                          STATION DESCRIPTION
 DN5003
 DN5003'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5003'THE STATION IS 75 M (246.1 FT) NORTH OF THE JUNCTION OF USH 63/STH
 DN5003'77/STH 27(NORTH) ON THE NORTH SIDE OF THE CITY OF HAYWARD IN THE WEST
 DN5003'RIGHT-OF-WAY OF USH 63.
 DN5003'
 DN5003'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5003'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5003'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5003'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DN5003'PAVEMENT.
 DN5003'
 DN5003'THE STATION IS 19.5 M (64.0 FT) NORTHWEST OF THE CENTERLINE OF US
 DN5003'HIGHWAY 63, 22.4 M (73.5 FT) NORTH OF A 'WRONG WAY' WOODEN SIGN POST,
 DN5003'14.1 M (46.3 FT) NORTH OF THE TOP CENTER OF A RED FIRE HYDRANT, 13.8 M
 DN5003'(45.3 FT) WEST OF A BLUE 'HOSPITAL RIGHT' WOODEN SIGN POST, 13.3 M
 DN5003'(43.6 FT) SOUTH OF A YELLOW METAL RIGHT-OF-WAY POST AND IS 1 M (3.3
 DN5003'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5003'
 DN5003'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5003'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5004 ***********************************************************************
 DN5004  DESIGNATION -  8D04
 DN5004  PID         -  DN5004
 DN5004  STATE/COUNTY-  WI/SAWYER
 DN5004  COUNTRY     -  US
 DN5004  USGS QUAD   -  HAYWARD (2019)
 DN5004
 DN5004                         *CURRENT SURVEY CONTROL
 DN5004  ______________________________________________________________________
 DN5004* NAD 83(1986) POSITION- 46 00 50.8    (N) 091 26 09.0    (W)   HD_HELD2
 DN5004* NAVD 88 ORTHO HEIGHT -   378.636 (meters)     1242.24  (feet) ADJUSTED
 DN5004  ______________________________________________________________________
 DN5004  GEOID HEIGHT    -        -28.939 (meters)                     GEOID18
 DN5004  DYNAMIC HEIGHT  -        378.638 (meters)     1242.25  (feet) COMP
 DN5004  MODELED GRAVITY -    980,609.2   (mgal)                       NAVD 88
 DN5004
 DN5004  VERT ORDER      -  SECOND    CLASS I
 DN5004
 DN5004.The horizontal coordinates were established by autonomous hand held GPS
 DN5004.observations and have an estimated accuracy of +/- 10 meters.
 DN5004
 DN5004.The orthometric height was determined by differential leveling and
 DN5004.adjusted by the WI DEPT OF TRANSP
 DN5004.in May 2012.
 DN5004
 DN5004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5004.GEOID18 height accuracy estimate available here.
 DN5004
 DN5004.Click photographs - Photos may exist for this station.
 DN5004
 DN5004.The dynamic height is computed by dividing the NAVD 88
 DN5004.geopotential number by the normal gravity value computed on the
 DN5004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5004.degrees latitude (g = 980.6199 gals.).
 DN5004
 DN5004.The modeled gravity was interpolated from observed gravity values.
 DN5004
 DN5004;                    North         East    Units  Estimated Accuracy
 DN5004;SPC WI N     -    95,193.      488,816.      MT  (+/- 10 meters HH2 GPS)
 DN5004
 DN5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2108596804(NAD 83)
 DN5004
 DN5004                          SUPERSEDED SURVEY CONTROL
 DN5004
 DN5004.No superseded survey control is available for this station.
 DN5004
 DN5004_MARKER: DD = SURVEY DISK
 DN5004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5004_STAMPING: 8D04 2006
 DN5004_MARK LOGO: WIDT
 DN5004_PROJECTION: FLUSH
 DN5004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5004+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2010
 DN5004
 DN5004  HISTORY     - Date     Condition        Report By
 DN5004  HISTORY     - 2005     MONUMENTED       WIDT
 DN5004  HISTORY     - 20100427 GOOD             WIDT
 DN5004
 DN5004                          STATION DESCRIPTION
 DN5004
 DN5004'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5004'TO REACH THE STATION FROM THE JUNCTION OF USH 63/STH 77/STH 27(NORTH)
 DN5004'ON THE NORTH SIDE OF THE CITY OF HAYWARD GO EAST ON STATE HIGHWAY 77
 DN5004'FOR 2.1 MI (3.4 KM) TO HATCHERY ROAD AND THE STATION ON THE LEFT.
 DN5004'
 DN5004'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5004'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5004'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5004'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DN5004'PAVEMENT.
 DN5004'
 DN5004'THE STATION IS 15.8 M (51.8 FT) NORTH OF THE CENTERLINE OF STATE
 DN5004'HIGHWAY 77, 39.1 M (128.3 FT) EAST OF THE CENTERLINE OF HATCHERY ROAD,
 DN5004'18.6 EAST-SOUTHEAST OF TELEPHONE PEDESTAL '2022 L508', 18.1 M (59.4
 DN5004'FT) EAST-SOUTHEAST OF A YELLOW METAL RIGHT-OF-WAY POST, 15.1 M (49.5
 DN5004'FT) NORTHEAST OF A 'HATCHERY CREEK COUNTY PARK RIGHT' WOODEN SIGN POST
 DN5004'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5004'STATION.
 DN5004'
 DN5004'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES OVERHEAD, TREES IN
 DN5004'THE SOUTH QUADRANTS EXTENDING TO 30 DEGREES AND A TREE TO THE
 DN5004'NORTHWEST EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5005 ***********************************************************************
 DN5005  DESIGNATION -  8D05
 DN5005  PID         -  DN5005
 DN5005  STATE/COUNTY-  WI/SAWYER
 DN5005  COUNTRY     -  US
 DN5005  USGS QUAD   -  HAYWARD (2019)
 DN5005
 DN5005                         *CURRENT SURVEY CONTROL
 DN5005  ______________________________________________________________________
 DN5005* NAD 83(1986) POSITION- 46 01 21.27   (N) 091 23 53.10   (W)   HD_HELD1
 DN5005* NAVD 88 ORTHO HEIGHT -   426.467 (meters)     1399.17  (feet) ADJUSTED
 DN5005  ______________________________________________________________________
 DN5005  GEOID HEIGHT    -        -28.983 (meters)                     GEOID18
 DN5005  DYNAMIC HEIGHT  -        426.470 (meters)     1399.18  (feet) COMP
 DN5005  MODELED GRAVITY -    980,608.8   (mgal)                       NAVD 88
 DN5005
 DN5005  VERT ORDER      -  SECOND    CLASS I
 DN5005
 DN5005.The horizontal coordinates were determined by differentially corrected
 DN5005.hand held GPS observations or other comparable positioning techniques
 DN5005.and have an estimated accuracy of +/- 3 meters.
 DN5005
 DN5005.The orthometric height was determined by differential leveling and
 DN5005.adjusted by the WI DEPT OF TRANSP
 DN5005.in May 2012.
 DN5005
 DN5005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5005.GEOID18 height accuracy estimate available here.
 DN5005
 DN5005.Click photographs - Photos may exist for this station.
 DN5005
 DN5005.The dynamic height is computed by dividing the NAVD 88
 DN5005.geopotential number by the normal gravity value computed on the
 DN5005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5005.degrees latitude (g = 980.6199 gals.).
 DN5005
 DN5005.The modeled gravity was interpolated from observed gravity values.
 DN5005
 DN5005;                    North         East    Units  Estimated Accuracy
 DN5005;SPC WI N     -    96,081.7     491,755.1     MT  (+/- 3 meters HH1 GPS) 
 DN5005
 DN5005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2398997803(NAD 83)
 DN5005
 DN5005                          SUPERSEDED SURVEY CONTROL
 DN5005
 DN5005.No superseded survey control is available for this station.
 DN5005
 DN5005_MARKER: DD = SURVEY DISK
 DN5005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5005_STAMPING: 8D05 2006
 DN5005_MARK LOGO: WIDT
 DN5005_PROJECTION: FLUSH
 DN5005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5005+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 DN5005
 DN5005  HISTORY     - Date     Condition        Report By
 DN5005  HISTORY     - 2005     MONUMENTED       WIDT
 DN5005  HISTORY     - 20100428 GOOD             WIDT
 DN5005
 DN5005                          STATION DESCRIPTION
 DN5005
 DN5005'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5005'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5005'HIGHWAY K SOUTH AND MOSQUITO BROOK ROAD NORTH APPROXIMATELY 5 MI (8.0
 DN5005'KM) EAST OF THE CITY OF HAYWARD, GO WEST ON STATE HIGHWAY 77 FOR 0.70
 DN5005'MI (1.1 KM) TO THE STATION ON THE RIGHT.
 DN5005'
 DN5005'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5005'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5005'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5005'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN5005'PAVEMENT.
 DN5005'
 DN5005'THE STATION IS 14.6 M (47.9 FT) NORTH OF THE CENTERLINE OF STATE
 DN5005'HIGHWAY 77, 0.40 MI (0.6 KM) EAST OF OBRIAN HILL ROAD, 73 M (239.5 FT)
 DN5005'WEST OF THE CENTERLINE OF PRIVATE ENTRANCE '14054W', 37.0 M (121.4 FT)
 DN5005'WEST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 10.2 M (33.5 FT)
 DN5005'SOUTHWEST OF A WOODEN CORNER FENCE POST AND ORANGE 'WARNING
 DN5005'UNDERGROUND CABLE' POST, 9.2 M (30.2 FT) SOUTHEAST OF A YELLOW METAL
 DN5005'RIGHT-OF-WAY POST, 5.4 M (17.7 FT) SOUTH OF A BARBED WIRE FENCE AND IS
 DN5005'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5005'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5005'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5007 ***********************************************************************
 DN5007  DESIGNATION -  8D06
 DN5007  PID         -  DN5007
 DN5007  STATE/COUNTY-  WI/SAWYER
 DN5007  COUNTRY     -  US
 DN5007  USGS QUAD   -  SEELEY (2019)
 DN5007
 DN5007                         *CURRENT SURVEY CONTROL
 DN5007  ______________________________________________________________________
 DN5007* NAD 83(1986) POSITION- 46 02 28.4    (N) 091 19 39.8    (W)   HD_HELD2
 DN5007* NAVD 88 ORTHO HEIGHT -   429.634 (meters)     1409.56  (feet) ADJUSTED
 DN5007  ______________________________________________________________________
 DN5007  GEOID HEIGHT    -        -29.070 (meters)                     GEOID18
 DN5007  DYNAMIC HEIGHT  -        429.637 (meters)     1409.57  (feet) COMP
 DN5007  MODELED GRAVITY -    980,607.3   (mgal)                       NAVD 88
 DN5007
 DN5007  VERT ORDER      -  SECOND    CLASS I
 DN5007
 DN5007.The horizontal coordinates were established by autonomous hand held GPS
 DN5007.observations and have an estimated accuracy of +/- 10 meters.
 DN5007
 DN5007.The orthometric height was determined by differential leveling and
 DN5007.adjusted by the WI DEPT OF TRANSP
 DN5007.in May 2012.
 DN5007
 DN5007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5007.GEOID18 height accuracy estimate available here.
 DN5007
 DN5007.Click photographs - Photos may exist for this station.
 DN5007
 DN5007.The dynamic height is computed by dividing the NAVD 88
 DN5007.geopotential number by the normal gravity value computed on the
 DN5007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5007.degrees latitude (g = 980.6199 gals.).
 DN5007
 DN5007.The modeled gravity was interpolated from observed gravity values.
 DN5007
 DN5007;                    North         East    Units  Estimated Accuracy
 DN5007;SPC WI N     -    98,060.      497,237.      MT  (+/- 10 meters HH2 GPS)
 DN5007
 DN5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2939199987(NAD 83)
 DN5007
 DN5007                          SUPERSEDED SURVEY CONTROL
 DN5007
 DN5007.No superseded survey control is available for this station.
 DN5007
 DN5007_MARKER: DD = SURVEY DISK
 DN5007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5007_STAMPING: 8D06 2006
 DN5007_MARK LOGO: WIDT
 DN5007_PROJECTION: FLUSH
 DN5007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5007+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2010
 DN5007
 DN5007  HISTORY     - Date     Condition        Report By
 DN5007  HISTORY     - 2005     MONUMENTED       WIDT
 DN5007  HISTORY     - 20100429 GOOD             WIDT
 DN5007
 DN5007                          STATION DESCRIPTION
 DN5007
 DN5007'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5007'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5007'HIGHWAY K SOUTH AND MOSQUITO BROOK ROAD NORTH APPROXIMATELY 5 MI (8.0
 DN5007'KM) EAST OF THE CITY OF HAYWARD, GO NORTHEAST ON STATE HIGHWAY 77 FOR
 DN5007'2.9 MI (4.7 KM) TO FABINY LANE RIGHT.  CONTINUE NORTHEAST ON STATE
 DN5007'HIGHWAY 77 FOR 0.07 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DN5007'
 DN5007'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5007'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5007'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5007'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5007'THE STATION IS 11.4 M (37.4 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DN5007'HIGHWAY 77, 265 FT (80.8 M) SOUTHWEST OF THE CENTERLINE OF TWIN LAKE
 DN5007'ROAD, 30.6 M (100.4 FT) SOUTHWEST OF THE CENTERLINE OF COMMERCIAL
 DN5007'ENTRANCE -12701W-, MARK IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5007'T-POSTS SURROUNDING THE STATION.
 DN5007'
 DN5007'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTHEAST
 DN5007'QUADRANTS EXTENDING TO 40 DEGREES AND TREES IN THE NORTHWEST QUADRANTS
 DN5007'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5009 ***********************************************************************
 DN5009  DESIGNATION -  8D07
 DN5009  PID         -  DN5009
 DN5009  STATE/COUNTY-  WI/SAWYER
 DN5009  COUNTRY     -  US
 DN5009  USGS QUAD   -  SEELEY (2019)
 DN5009
 DN5009                         *CURRENT SURVEY CONTROL
 DN5009  ______________________________________________________________________
 DN5009* NAD 83(1986) POSITION- 46 04 25.1    (N) 091 16 43.2    (W)   HD_HELD2
 DN5009* NAVD 88 ORTHO HEIGHT -   433.951 (meters)     1423.72  (feet) ADJUSTED
 DN5009  ______________________________________________________________________
 DN5009  GEOID HEIGHT    -        -29.132 (meters)                     GEOID18
 DN5009  DYNAMIC HEIGHT  -        433.952 (meters)     1423.72  (feet) COMP
 DN5009  MODELED GRAVITY -    980,604.8   (mgal)                       NAVD 88
 DN5009
 DN5009  VERT ORDER      -  SECOND    CLASS I
 DN5009
 DN5009.The horizontal coordinates were established by autonomous hand held GPS
 DN5009.observations and have an estimated accuracy of +/- 10 meters.
 DN5009
 DN5009.The orthometric height was determined by differential leveling and
 DN5009.adjusted by the WI DEPT OF TRANSP
 DN5009.in May 2012.
 DN5009
 DN5009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5009.GEOID18 height accuracy estimate available here.
 DN5009
 DN5009.Click photographs - Photos may exist for this station.
 DN5009
 DN5009.The dynamic height is computed by dividing the NAVD 88
 DN5009.geopotential number by the normal gravity value computed on the
 DN5009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5009.degrees latitude (g = 980.6199 gals.).
 DN5009
 DN5009.The modeled gravity was interpolated from observed gravity values.
 DN5009
 DN5009;                    North         East    Units  Estimated Accuracy
 DN5009;SPC WI N     -   101,601.      501,091.      MT  (+/- 10 meters HH2 GPS)
 DN5009
 DN5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3310903669(NAD 83)
 DN5009
 DN5009                          SUPERSEDED SURVEY CONTROL
 DN5009
 DN5009.No superseded survey control is available for this station.
 DN5009
 DN5009_MARKER: DD = SURVEY DISK
 DN5009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5009_STAMPING: 8D07 2006
 DN5009_MARK LOGO: WIDT
 DN5009_PROJECTION: FLUSH
 DN5009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5009+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 DN5009
 DN5009  HISTORY     - Date     Condition        Report By
 DN5009  HISTORY     - 2005     MONUMENTED       WIDT
 DN5009  HISTORY     - 20100503 GOOD             WIDT
 DN5009
 DN5009                          STATION DESCRIPTION
 DN5009
 DN5009'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5009'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5009'HIGHWAY OO APPROXIMATELY 10 MI (16.1 KM) NORTHEAST OF THE CITY OF
 DN5009'HAYWARD, GO NORTH ON COUNTY HIGHWAY OO FOR 67 M (219.8 FT) TO THE
 DN5009'STATION ON THE RIGHT.
 DN5009'
 DN5009'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5009'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5009'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5009'GROUND AND APPROXIMATELY 2.5 M (8.2 FT) HIGHER THAN THE ROAD PAVEMENT.
 DN5009'THE STATION IS 23.6 M (77.4 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5009'HIGHWAY OO, 66.8 M (219.2 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DN5009'77, 20.0 M (65.6 FT) NORTHEAST OF AN -ADOPT-A-HIGHWAY- WOODEN SIGN
 DN5009'POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING
 DN5009'THE STATION.
 DN5009'
 DN5009'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DN5009'EXTENDING TO 50 DEGREES AND TREES TO THE NORTHWEST EXTENDING TO 20
 DN5009'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5044 ***********************************************************************
 DN5044  DESIGNATION -  8D08
 DN5044  PID         -  DN5044
 DN5044  STATE/COUNTY-  WI/BAYFIELD
 DN5044  COUNTRY     -  US
 DN5044  USGS QUAD   -  CABLE (2019)
 DN5044
 DN5044                         *CURRENT SURVEY CONTROL
 DN5044  ______________________________________________________________________
 DN5044* NAD 83(1986) POSITION- 46 12 30.0    (N) 091 16 04.6    (W)   HD_HELD2
 DN5044* NAVD 88 ORTHO HEIGHT -   421.064 (meters)     1381.44  (feet) ADJUSTED
 DN5044  ______________________________________________________________________
 DN5044  GEOID HEIGHT    -        -28.955 (meters)                     GEOID18
 DN5044  DYNAMIC HEIGHT  -        421.075 (meters)     1381.48  (feet) COMP
 DN5044  MODELED GRAVITY -    980,625.9   (mgal)                       NAVD 88
 DN5044
 DN5044  VERT ORDER      -  SECOND    CLASS I
 DN5044
 DN5044.The horizontal coordinates were established by autonomous hand held GPS
 DN5044.observations and have an estimated accuracy of +/- 10 meters.
 DN5044
 DN5044.The orthometric height was determined by differential leveling and
 DN5044.adjusted by the WI DEPT OF TRANSP
 DN5044.in May 2012.
 DN5044
 DN5044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5044.GEOID18 height accuracy estimate available here.
 DN5044
 DN5044.Click photographs - Photos may exist for this station.
 DN5044
 DN5044.The dynamic height is computed by dividing the NAVD 88
 DN5044.geopotential number by the normal gravity value computed on the
 DN5044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5044.degrees latitude (g = 980.6199 gals.).
 DN5044
 DN5044.The modeled gravity was interpolated from observed gravity values.
 DN5044
 DN5044;                    North         East    Units  Estimated Accuracy
 DN5044;SPC WI N     -   116,557.      502,160.      MT  (+/- 10 meters HH2 GPS)
 DN5044
 DN5044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3361118653(NAD 83)
 DN5044
 DN5044                          SUPERSEDED SURVEY CONTROL
 DN5044
 DN5044.No superseded survey control is available for this station.
 DN5044
 DN5044_MARKER: DD = SURVEY DISK
 DN5044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5044_STAMPING: 8D08 2006
 DN5044_MARK LOGO: WIDT
 DN5044_PROJECTION: FLUSH
 DN5044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5044+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DN5044
 DN5044  HISTORY     - Date     Condition        Report By
 DN5044  HISTORY     - 2005     MONUMENTED       WIDT
 DN5044  HISTORY     - 20100406 GOOD             WIDT
 DN5044  HISTORY     - 20120827 GOOD             WIDT
 DN5044
 DN5044                          STATION DESCRIPTION
 DN5044
 DN5044'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5044'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5044'HIGHWAY M IN THE COMMUNITY OF CABLE, GO EAST ON COUNTY HIGHWAY M FOR
 DN5044'1.1 MI (1.8 KM) TO ROBIN LANE RIGHT AND PARQUETTE LANE RIGHT.
 DN5044'CONTINUE EAST ON COUNTY HIGHWAY M FOR 0.18 MI (0.3 KM) TO THE STATION
 DN5044'ON THE RIGHT.
 DN5044'
 DN5044'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5044'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5044'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5044'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5044'
 DN5044'THE STATION IS 12.0 M (39.4 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5044'HIGHWAY M, 0.38 MI (0.6 KM) WEST OF TRAIL INN ROAD, 45.0 M (147.6 FT)
 DN5044'SOUTHEAST OF A POWER POLE, 43.5 M (142.7 FT) SOUTHWEST OF A POWER POLE
 DN5044'WITH ONE TRANSFORMER, 33.4 M (109.6 FT) EAST OF THE CENTERLINE OF A
 DN5044'FIELD ENTRANCE, 30.4 M (99.7 FT) WEST OF THE CENTERLINE OF THE
 DN5044'ENTRANCE TO -LAKESIDE LAWN AND SPORT STORAGE- AT FIRE NUMBER -14565-
 DN5044'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5044'STATION.
 DN5044'
 DN5044'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE A LINE OF TREES TO THE
 DN5044'EAST AND WEST EXTENDING TO 85 DEGREES AND TREES IN THE NORTH QUADRANTS
 DN5044'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DN5044
 DN5044                          STATION RECOVERY (2012)
 DN5044
 DN5044'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DN5044'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4997 ***********************************************************************
 DN4997  DESIGNATION -  8D12
 DN4997  PID         -  DN4997
 DN4997  STATE/COUNTY-  WI/SAWYER
 DN4997  COUNTRY     -  US
 DN4997  USGS QUAD   -  HAYWARD (2019)
 DN4997
 DN4997                         *CURRENT SURVEY CONTROL
 DN4997  ______________________________________________________________________
 DN4997* NAD 83(1986) POSITION- 46 00 52.80   (N) 091 24 59.16   (W)   HD_HELD1
 DN4997* NAVD 88 ORTHO HEIGHT -   427.328 (meters)     1401.99  (feet) ADJUSTED
 DN4997  ______________________________________________________________________
 DN4997  GEOID HEIGHT    -        -28.974 (meters)                     GEOID18
 DN4997  DYNAMIC HEIGHT  -        427.330 (meters)     1402.00  (feet) COMP
 DN4997  MODELED GRAVITY -    980,608.0   (mgal)                       NAVD 88
 DN4997
 DN4997  VERT ORDER      -  SECOND    CLASS I
 DN4997
 DN4997.The horizontal coordinates were determined by differentially corrected
 DN4997.hand held GPS observations or other comparable positioning techniques
 DN4997.and have an estimated accuracy of +/- 3 meters.
 DN4997
 DN4997.The orthometric height was determined by differential leveling and
 DN4997.adjusted by the WI DEPT OF TRANSP
 DN4997.in May 2012.
 DN4997
 DN4997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4997.GEOID18 height accuracy estimate available here.
 DN4997
 DN4997.Click photographs - Photos may exist for this station.
 DN4997
 DN4997.The dynamic height is computed by dividing the NAVD 88
 DN4997.geopotential number by the normal gravity value computed on the
 DN4997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4997.degrees latitude (g = 980.6199 gals.).
 DN4997
 DN4997.The modeled gravity was interpolated from observed gravity values.
 DN4997
 DN4997;                    North         East    Units  Estimated Accuracy
 DN4997;SPC WI N     -    95,228.0     490,318.8     MT  (+/- 3 meters HH1 GPS) 
 DN4997
 DN4997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2258696896(NAD 83)
 DN4997
 DN4997                          SUPERSEDED SURVEY CONTROL
 DN4997
 DN4997.No superseded survey control is available for this station.
 DN4997
 DN4997_MARKER: DD = SURVEY DISK
 DN4997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4997_STAMPING: 8D12 2009
 DN4997_MARK LOGO: WIDT
 DN4997_PROJECTION: FLUSH
 DN4997_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4997+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2010
 DN4997
 DN4997  HISTORY     - Date     Condition        Report By
 DN4997  HISTORY     - 2009     MONUMENTED       WIDT
 DN4997  HISTORY     - 20100427 GOOD             WIDT
 DN4997
 DN4997                          STATION DESCRIPTION
 DN4997
 DN4997'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN4997'TO REACH THE STATION FROM THE JUNCTION OF USH 63/STH 77/STH 27(NORTH)
 DN4997'ON THE NORTH SIDE OF THE CITY OF HAYWARD, GO EAST STATE HIGHWAY 77 FOR
 DN4997'APPROXIMATELY 3 MI (4.8 KM) TO TO THE STATION ON THE RIGHT.
 DN4997'
 DN4997'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4997'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT APPROXIMATELY 5 FT
 DN4997'(1.5 M) BELOW THE STATE HIGHWAY 77 PAVEMENT.
 DN4997'
 DN4997'THE STATION IS 1.0 MI (1.6 KM) EAST OF HATCHERY ROAD AND 0.35 MI (0.6
 DN4997'KM) WEST OF PENINSULA ROAD, 40 FT (12.2 M) SOUTH OF THE CENTERLINE OF
 DN4997'STATE HIGHWAY 77 AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN4997'SURROUNDING THE STATION.
 DN4997'
 DN4997'NOTE-THIS STATION HAS NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE
 DN4997'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5304 ***********************************************************************
 DN5304  DESIGNATION -  8D13
 DN5304  PID         -  DN5304
 DN5304  STATE/COUNTY-  WI/SAWYER
 DN5304  COUNTRY     -  US
 DN5304  USGS QUAD   -  SEELEY (2019)
 DN5304
 DN5304                         *CURRENT SURVEY CONTROL
 DN5304  ______________________________________________________________________
 DN5304* NAD 83(1986) POSITION- 46 03 15.     (N) 091 19 03.     (W)   SCALED
 DN5304* NAVD 88 ORTHO HEIGHT -   442.130 (meters)     1450.55  (feet) ADJUSTED
 DN5304  ______________________________________________________________________
 DN5304  GEOID HEIGHT    -        -29.063 (meters)                     GEOID18
 DN5304  DYNAMIC HEIGHT  -        442.133 (meters)     1450.56  (feet) COMP
 DN5304  MODELED GRAVITY -    980,607.7   (mgal)                       NAVD 88
 DN5304
 DN5304  VERT ORDER      -  SECOND    CLASS I
 DN5304
 DN5304.The horizontal coordinates were scaled from a map and have
 DN5304.an estimated accuracy of +/- 6 seconds.
 DN5304
 DN5304.The orthometric height was determined by differential leveling and
 DN5304.adjusted by the WI DEPT OF TRANSP
 DN5304.in May 2012.
 DN5304
 DN5304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5304.GEOID18 height accuracy estimate available here.
 DN5304
 DN5304.Click photographs - Photos may exist for this station.
 DN5304
 DN5304.The dynamic height is computed by dividing the NAVD 88
 DN5304.geopotential number by the normal gravity value computed on the
 DN5304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5304.degrees latitude (g = 980.6199 gals.).
 DN5304
 DN5304.The modeled gravity was interpolated from observed gravity values.
 DN5304
 DN5304;                    North         East    Units  Estimated Accuracy
 DN5304;SPC WI N     -    99,490.      498,050.      MT  (+/- 180 meters Scaled)
 DN5304
 DN5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM301014(NAD 83)
 DN5304
 DN5304                          SUPERSEDED SURVEY CONTROL
 DN5304
 DN5304.No superseded survey control is available for this station.
 DN5304
 DN5304_MARKER: DD = SURVEY DISK
 DN5304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5304_STAMPING: 8D13 2009
 DN5304_MARK LOGO: WIDT
 DN5304_PROJECTION: FLUSH
 DN5304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5304+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2010
 DN5304
 DN5304  HISTORY     - Date     Condition        Report By
 DN5304  HISTORY     - 2009     MONUMENTED       WIDT
 DN5304  HISTORY     - 20100429 GOOD             WIDT
 DN5304
 DN5304                          STATION DESCRIPTION
 DN5304
 DN5304'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5304'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5304'HIGHWAY OO APPROXIMATELY 10 MI (16.1 KM) NORTHEAST OF THE CITY OF
 DN5304'HAYWARD, GO WEST ON STATE HIGHWAY 77 FOR APPROXIMATELY 2.6 MI (4.2 KM)
 DN5304'TO UNNAMED ROAD (MOSQUITO BROOK LANE/PIT ROAD) TO GRAVEL PIT AND TO
 DN5304'THE STATION ON THE LEFT.
 DN5304'
 DN5304'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5304'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT APPROXIMATELY EVEN
 DN5304'WITH THE ROAD SURFACE.  THE STATION IS 0.15 MI (0.2 KM) WEST OF
 DN5304'HILDRETH ROAD, 15 FT (4.6 M) EAST OF THE CENTERLINE OF UNNAMED ROAD,
 DN5304'APPROXIMATELY 60 M (196.9 FT) NORTHWEST OF STATE HIGHWAY 77 AND IS 1 M
 DN5304'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5304'
 DN5304'--NOTE--HIS STATION HAS NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE
 DN5304'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5305 ***********************************************************************
 DN5305  DESIGNATION -  8D14
 DN5305  PID         -  DN5305
 DN5305  STATE/COUNTY-  WI/SAWYER
 DN5305  COUNTRY     -  US
 DN5305  USGS QUAD   -  SEELEY (2019)
 DN5305
 DN5305                         *CURRENT SURVEY CONTROL
 DN5305  ______________________________________________________________________
 DN5305* NAD 83(1986) POSITION- 46 04 17.     (N) 091 16 02.     (W)   SCALED
 DN5305* NAVD 88 ORTHO HEIGHT -   437.406 (meters)     1435.06  (feet) ADJUSTED
 DN5305  ______________________________________________________________________
 DN5305  GEOID HEIGHT    -        -29.168 (meters)                     GEOID18
 DN5305  DYNAMIC HEIGHT  -        437.407 (meters)     1435.06  (feet) COMP
 DN5305  MODELED GRAVITY -    980,604.1   (mgal)                       NAVD 88
 DN5305
 DN5305  VERT ORDER      -  SECOND    CLASS I
 DN5305
 DN5305.The horizontal coordinates were scaled from a map and have
 DN5305.an estimated accuracy of +/- 6 seconds.
 DN5305
 DN5305.The orthometric height was determined by differential leveling and
 DN5305.adjusted by the WI DEPT OF TRANSP
 DN5305.in May 2012.
 DN5305
 DN5305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5305.GEOID18 height accuracy estimate available here.
 DN5305
 DN5305.Click photographs - Photos may exist for this station.
 DN5305
 DN5305.The dynamic height is computed by dividing the NAVD 88
 DN5305.geopotential number by the normal gravity value computed on the
 DN5305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5305.degrees latitude (g = 980.6199 gals.).
 DN5305
 DN5305.The modeled gravity was interpolated from observed gravity values.
 DN5305
 DN5305;                    North         East    Units  Estimated Accuracy
 DN5305;SPC WI N     -   101,340.      501,970.      MT  (+/- 180 meters Scaled)
 DN5305
 DN5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM339034(NAD 83)
 DN5305
 DN5305                          SUPERSEDED SURVEY CONTROL
 DN5305
 DN5305.No superseded survey control is available for this station.
 DN5305
 DN5305_MARKER: DD = SURVEY DISK
 DN5305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5305_STAMPING: 8D14 2009
 DN5305_MARK LOGO: WIDT
 DN5305_PROJECTION: FLUSH
 DN5305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5305+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 DN5305
 DN5305  HISTORY     - Date     Condition        Report By
 DN5305  HISTORY     - 2009     MONUMENTED       WIDT
 DN5305  HISTORY     - 20100503 GOOD             WIDT
 DN5305
 DN5305                          STATION DESCRIPTION
 DN5305
 DN5305'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5305'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND COUNTY
 DN5305'HIGHWAY A, GO WEST ON STATE HIGHWAY 77 FOR APPROXIMATELY 3.5 MI (5.6
 DN5305'KM) TO THE STATION ON THE LEFT.
 DN5305'
 DN5305'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5305'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT APPROXIMATELY 3 FT
 DN5305'(0.9 M) LOWER THAN STATE HIGHWAY 77 PAVEMENT.
 DN5305'
 DN5305'THE STATION IS 0.05 MI (0.1 KM) EAST OF SCHELLER ROAD AND 0.15 MI (0.2
 DN5305'KM) WEST OF STADLER ROAD, 45 FT (13.7 M) SOUTH OF STATE HIGHWAY 77
 DN5305'CENTERLINE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5305'SURROUNDING THE STATION.
 DN5305'
 DN5305'NOTE-STATION HAS NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE THE
 DN5305'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5010 ***********************************************************************
 DN5010  DESIGNATION -  8D46
 DN5010  PID         -  DN5010
 DN5010  STATE/COUNTY-  WI/SAWYER
 DN5010  COUNTRY     -  US
 DN5010  USGS QUAD   -  SPIDER LAKE (2018)
 DN5010
 DN5010                         *CURRENT SURVEY CONTROL
 DN5010  ______________________________________________________________________
 DN5010* NAD 83(1986) POSITION- 46 04 09.9    (N) 091 14 02.6    (W)   HD_HELD2
 DN5010* NAVD 88 ORTHO HEIGHT -   435.027 (meters)     1427.25  (feet) ADJUSTED
 DN5010  ______________________________________________________________________
 DN5010  GEOID HEIGHT    -        -29.268 (meters)                     GEOID18
 DN5010  DYNAMIC HEIGHT  -        435.028 (meters)     1427.25  (feet) COMP
 DN5010  MODELED GRAVITY -    980,602.2   (mgal)                       NAVD 88
 DN5010
 DN5010  VERT ORDER      -  SECOND    CLASS I
 DN5010
 DN5010.The horizontal coordinates were established by autonomous hand held GPS
 DN5010.observations and have an estimated accuracy of +/- 10 meters.
 DN5010
 DN5010.The orthometric height was determined by differential leveling and
 DN5010.adjusted by the WI DEPT OF TRANSP
 DN5010.in May 2012.
 DN5010
 DN5010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5010.GEOID18 height accuracy estimate available here.
 DN5010
 DN5010.Click photographs - Photos may exist for this station.
 DN5010
 DN5010.The dynamic height is computed by dividing the NAVD 88
 DN5010.geopotential number by the normal gravity value computed on the
 DN5010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5010.degrees latitude (g = 980.6199 gals.).
 DN5010
 DN5010.The modeled gravity was interpolated from observed gravity values.
 DN5010
 DN5010;                    North         East    Units  Estimated Accuracy
 DN5010;SPC WI N     -   101,077.      504,535.      MT  (+/- 10 meters HH2 GPS)
 DN5010
 DN5010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3656903276(NAD 83)
 DN5010
 DN5010                          SUPERSEDED SURVEY CONTROL
 DN5010
 DN5010.No superseded survey control is available for this station.
 DN5010
 DN5010_MARKER: DD = SURVEY DISK
 DN5010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5010_STAMPING: 8D46 2006
 DN5010_MARK LOGO: WIDT
 DN5010_PROJECTION: FLUSH
 DN5010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5010+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 DN5010
 DN5010  HISTORY     - Date     Condition        Report By
 DN5010  HISTORY     - 2005     MONUMENTED       WIDT
 DN5010  HISTORY     - 20100503 GOOD             WIDT
 DN5010
 DN5010                          STATION DESCRIPTION
 DN5010
 DN5010'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5010'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5010'HIGHWAY OO APPROXIMATELY 10 MI (16.1 KM) NORTHEAST OF THE CITY OF
 DN5010'HAYWARD, GO EAST ON STATE HIGHWAY 77 FOR 2.0 MI (3.2 KM) TO
 DN5010'HEINEMANN'S ROAD LEFT AND PETERS ROAD RIGHT.  CONTINUE EAST ON STATE
 DN5010'HIGHWAY 77 FOR 0.17 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DN5010'
 DN5010'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5010'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5010'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5010'GROUND AND APPROXIMATELY 5 M (16.4 FT) HIGHER THAN THE HIGHWAY
 DN5010'PAVEMENT.
 DN5010'
 DN5010'THE STATION IS 21.6 M (70.9 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5010'HIGHWAY 77, 0.11 MI (0.2 KM) WEST OF TOWN HALL ROAD, 114 M (374.0 FT)
 DN5010'EAST OF A -FIRE TRUCK ENTRANCE AHEAD- WOODEN SIGN POST AND IS 1 M (3.3
 DN5010'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5010'
 DN5010'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5010'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5011 ***********************************************************************
 DN5011  DESIGNATION -  8D47
 DN5011  PID         -  DN5011
 DN5011  STATE/COUNTY-  WI/SAWYER
 DN5011  COUNTRY     -  US
 DN5011  USGS QUAD   -  SPIDER LAKE (2018)
 DN5011
 DN5011                         *CURRENT SURVEY CONTROL
 DN5011  ______________________________________________________________________
 DN5011* NAD 83(1986) POSITION- 46 03 54.1    (N) 091 11 49.0    (W)   HD_HELD2
 DN5011* NAVD 88 ORTHO HEIGHT -   440.539 (meters)     1445.34  (feet) ADJUSTED
 DN5011  ______________________________________________________________________
 DN5011  GEOID HEIGHT    -        -29.382 (meters)                     GEOID18
 DN5011  DYNAMIC HEIGHT  -        440.538 (meters)     1445.33  (feet) COMP
 DN5011  MODELED GRAVITY -    980,599.7   (mgal)                       NAVD 88
 DN5011
 DN5011  VERT ORDER      -  SECOND    CLASS I
 DN5011
 DN5011.The horizontal coordinates were established by autonomous hand held GPS
 DN5011.observations and have an estimated accuracy of +/- 10 meters.
 DN5011
 DN5011.The orthometric height was determined by differential leveling and
 DN5011.adjusted by the WI DEPT OF TRANSP
 DN5011.in May 2012.
 DN5011
 DN5011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5011.GEOID18 height accuracy estimate available here.
 DN5011
 DN5011.Click photographs - Photos may exist for this station.
 DN5011
 DN5011.The dynamic height is computed by dividing the NAVD 88
 DN5011.geopotential number by the normal gravity value computed on the
 DN5011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5011.degrees latitude (g = 980.6199 gals.).
 DN5011
 DN5011.The modeled gravity was interpolated from observed gravity values.
 DN5011
 DN5011;                    North         East    Units  Estimated Accuracy
 DN5011;SPC WI N     -   100,545.      507,398.      MT  (+/- 10 meters HH2 GPS)
 DN5011
 DN5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3945002852(NAD 83)
 DN5011
 DN5011                          SUPERSEDED SURVEY CONTROL
 DN5011
 DN5011.No superseded survey control is available for this station.
 DN5011
 DN5011_MARKER: DD = SURVEY DISK
 DN5011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5011_STAMPING: 8D47 2006
 DN5011_MARK LOGO: WIDT
 DN5011_PROJECTION: FLUSH
 DN5011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5011+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2010
 DN5011
 DN5011  HISTORY     - Date     Condition        Report By
 DN5011  HISTORY     - 2005     MONUMENTED       WIDT
 DN5011  HISTORY     - 20100516 GOOD             WIDT
 DN5011
 DN5011                          STATION DESCRIPTION
 DN5011
 DN5011'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5011'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DN5011'STATE HIGHWAY 77 WITH COUNTY HIGHWAY A SOUTH AND UPPER A ROAD NORTH
 DN5011'APPROXIMATELY 14 MI (22.5 KM) NORTHEAST OF THE CITY OF HAYWARD.
 DN5011'
 DN5011'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5011'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5011'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5011'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5011'THE STATION IS 15.1 M (49.5 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5011'HIGHWAY 77, 24.8 M (81.4 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DN5011'A, 26.5 M (86.9 FT) NORTHWEST OF A -COUNTY A- WOODEN SIGN POST, 26.5 M
 DN5011'(86.9 FT) NORTHWEST OF TELEPHONE PEDESTAL -3172- ADJACENT TO A YELLOW
 DN5011'METAL RIGHT-OF-WAY POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5011'T-POSTS SURROUNDING THE STATION.
 DN5011'
 DN5011'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTH AND
 DN5011'NORTH EXTENDING TO 30 DEGREES AND TREES TO THE SOUTHEAST EXTENDING TO
 DN5011'20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5112 ***********************************************************************
 DN5112  DESIGNATION -  8D48
 DN5112  PID         -  DN5112
 DN5112  STATE/COUNTY-  WI/SAWYER
 DN5112  COUNTRY     -  US
 DN5112  USGS QUAD   -  MOOSE LAKE (2018)
 DN5112
 DN5112                         *CURRENT SURVEY CONTROL
 DN5112  ______________________________________________________________________
 DN5112* NAD 83(1986) POSITION- 46 04 08.2    (N) 091 07 19.6    (W)   HD_HELD2
 DN5112* NAVD 88 ORTHO HEIGHT -   427.106 (meters)     1401.26  (feet) ADJUSTED
 DN5112  ______________________________________________________________________
 DN5112  GEOID HEIGHT    -        -29.608 (meters)                     GEOID18
 DN5112  DYNAMIC HEIGHT  -        427.102 (meters)     1401.25  (feet) COMP
 DN5112  MODELED GRAVITY -    980,591.9   (mgal)                       NAVD 88
 DN5112
 DN5112  VERT ORDER      -  SECOND    CLASS I
 DN5112
 DN5112.The horizontal coordinates were established by autonomous hand held GPS
 DN5112.observations and have an estimated accuracy of +/- 10 meters.
 DN5112
 DN5112.The orthometric height was determined by differential leveling and
 DN5112.adjusted by the WI DEPT OF TRANSP
 DN5112.in May 2012.
 DN5112
 DN5112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5112.GEOID18 height accuracy estimate available here.
 DN5112
 DN5112.Click photographs - Photos may exist for this station.
 DN5112
 DN5112.The dynamic height is computed by dividing the NAVD 88
 DN5112.geopotential number by the normal gravity value computed on the
 DN5112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5112.degrees latitude (g = 980.6199 gals.).
 DN5112
 DN5112.The modeled gravity was interpolated from observed gravity values.
 DN5112
 DN5112;                    North         East    Units  Estimated Accuracy
 DN5112;SPC WI N     -   100,896.      513,193.      MT  (+/- 10 meters HH2 GPS)
 DN5112
 DN5112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4522703422(NAD 83)
 DN5112
 DN5112                          SUPERSEDED SURVEY CONTROL
 DN5112
 DN5112.No superseded survey control is available for this station.
 DN5112
 DN5112_MARKER: DD = SURVEY DISK
 DN5112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5112_STAMPING: 8D48 2006
 DN5112_MARK LOGO: WIDT
 DN5112_PROJECTION: FLUSH
 DN5112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5112+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2010
 DN5112
 DN5112  HISTORY     - Date     Condition        Report By
 DN5112  HISTORY     - 2005     MONUMENTED       WIDT
 DN5112  HISTORY     - 20100505 GOOD             WIDT
 DN5112
 DN5112                          STATION DESCRIPTION
 DN5112
 DN5112'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5112'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5112'HIGHWAY SOUTH APPROXIMATELY 9.6 MI (15.4 KM) SOUTHWEST OF THE
 DN5112'COMMUNITY OF CLAM LAKE, GO WEST ON STATE HIGHWAY 77 FOR 2.7 MI (4.3
 DN5112'KM) TO STELTON'S LANE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 77 FOR
 DN5112'0.31 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DN5112'
 DN5112'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5112'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5112'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5112'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5112'PAVEMENT.
 DN5112'
 DN5112'THE STATION IS 12.8 M (42.0 FT) NORTH OF THE CENTERLINE OF STATE
 DN5112'HIGHWAY 77, 0.65 MI (1.0 KM) EAST OF NATIONAL FOREST ROAD 320, 47.0 M
 DN5112'(154.2 FT) NORTHWEST OF A POWER POLE WITH ONE GUY WIRE AND WIRE
 DN5112'CROSSING OVER THE HIGHWAY AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5112'T-POSTS SURROUNDING THE STATION.
 DN5112'
 DN5112'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5112'QUADRANTS EXPENDING TO 30 DEGREES, TREES TO THE NORTHEAST EXTENDING TO
 DN5112'40 DEGREES AND TREES TO THE NORTH EXTENDING TO 50 DEGREES ABOVE THE
 DN5112'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5113 ***********************************************************************
 DN5113  DESIGNATION -  8D49
 DN5113  PID         -  DN5113
 DN5113  STATE/COUNTY-  WI/SAWYER
 DN5113  COUNTRY     -  US
 DN5113  USGS QUAD   -  MOOSE LAKE (2018)
 DN5113
 DN5113                         *CURRENT SURVEY CONTROL
 DN5113  ______________________________________________________________________
 DN5113* NAD 83(1986) POSITION- 46 04 17.6    (N) 091 05 37.0    (W)   HD_HELD2
 DN5113* NAVD 88 ORTHO HEIGHT -   425.450 (meters)     1395.83  (feet) ADJUSTED
 DN5113  ______________________________________________________________________
 DN5113  GEOID HEIGHT    -        -29.688 (meters)                     GEOID18
 DN5113  DYNAMIC HEIGHT  -        425.445 (meters)     1395.81  (feet) COMP
 DN5113  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 DN5113
 DN5113  VERT ORDER      -  SECOND    CLASS I
 DN5113
 DN5113.The horizontal coordinates were established by autonomous hand held GPS
 DN5113.observations and have an estimated accuracy of +/- 10 meters.
 DN5113
 DN5113.The orthometric height was determined by differential leveling and
 DN5113.adjusted by the WI DEPT OF TRANSP
 DN5113.in May 2012.
 DN5113
 DN5113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5113.GEOID18 height accuracy estimate available here.
 DN5113
 DN5113.Click photographs - Photos may exist for this station.
 DN5113
 DN5113.The dynamic height is computed by dividing the NAVD 88
 DN5113.geopotential number by the normal gravity value computed on the
 DN5113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5113.degrees latitude (g = 980.6199 gals.).
 DN5113
 DN5113.The modeled gravity was interpolated from observed gravity values.
 DN5113
 DN5113;                    North         East    Units  Estimated Accuracy
 DN5113;SPC WI N     -   101,155.      515,402.      MT  (+/- 10 meters HH2 GPS)
 DN5113
 DN5113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4742403764(NAD 83)
 DN5113
 DN5113                          SUPERSEDED SURVEY CONTROL
 DN5113
 DN5113.No superseded survey control is available for this station.
 DN5113
 DN5113_MARKER: DD = SURVEY DISK
 DN5113_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5113_SP_SET: BRIDGE PARAPET
 DN5113_STAMPING: 8D49 2006
 DN5113_MARK LOGO: WIDT
 DN5113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5113+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2010
 DN5113
 DN5113  HISTORY     - Date     Condition        Report By
 DN5113  HISTORY     - 2006     MONUMENTED       WIDT
 DN5113  HISTORY     - 20100505 GOOD             WIDT
 DN5113
 DN5113                          STATION DESCRIPTION
 DN5113
 DN5113'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5113'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5113'HIGHWAY SOUTH APPROXIMATELY 9.6 MI (15.4 KM) SOUTHWEST OF THE
 DN5113'COMMUNITY OF CLAM LAKE, GO WEST ON STATE HIGHWAY 77 FOR 1.6 MI (2.6
 DN5113'KM) TO LARSON ROAD RIGHT.  CONTINUE WEST ON STATE HIGHWAY 77 FOR 0.15
 DN5113'MI (0.2 KM) TO BRIDGE -B-57-25- OVER THE TEAL RIVER AND THE STATION ON
 DN5113'THE RIGHT.
 DN5113'
 DN5113'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5113'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5113'THE WEST END OF THE NORTH BRIDGE PARAPET APPROXIMATELY 0.9 M (3.0 FT)
 DN5113'HIGHER THAN THE HIGHWAY PAVEMENT.
 DN5113'
 DN5113'THE STATION IS 5.5 M (18.0 FT) NORTH OF STATE HIGHWAY 77, 0.10 MI (0.2
 DN5113'KM) EAST OF TEAL RIVER ROAD AT -8153W, 8161W, 8171W- AND 1.6 M (5.2
 DN5113'FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DN5113'
 DN5113'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5113'QUADRANTS EXTENDING TO 50 DEGREES, TREES TO THE SOUTHEAST EXTENDING TO
 DN5113'40 DEGREES AND TREES TO THE SOUTH EXTENDING TO 20 DEGREES ABOVE THE
 DN5113'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5114 ***********************************************************************
 DN5114  DESIGNATION -  8D50
 DN5114  PID         -  DN5114
 DN5114  STATE/COUNTY-  WI/SAWYER
 DN5114  COUNTRY     -  US
 DN5114  USGS QUAD   -  MOOSE LAKE (2018)
 DN5114
 DN5114                         *CURRENT SURVEY CONTROL
 DN5114  ______________________________________________________________________
 DN5114* NAD 83(1986) POSITION- 46 04 24.8    (N) 091 02 57.4    (W)   HD_HELD2
 DN5114* NAVD 88 ORTHO HEIGHT -   423.781 (meters)     1390.35  (feet) ADJUSTED
 DN5114  ______________________________________________________________________
 DN5114  GEOID HEIGHT    -        -29.806 (meters)                     GEOID18
 DN5114  DYNAMIC HEIGHT  -        423.774 (meters)     1390.33  (feet) COMP
 DN5114  MODELED GRAVITY -    980,587.6   (mgal)                       NAVD 88
 DN5114
 DN5114  VERT ORDER      -  SECOND    CLASS I
 DN5114
 DN5114.The horizontal coordinates were established by autonomous hand held GPS
 DN5114.observations and have an estimated accuracy of +/- 10 meters.
 DN5114
 DN5114.The orthometric height was determined by differential leveling and
 DN5114.adjusted by the WI DEPT OF TRANSP
 DN5114.in May 2012.
 DN5114
 DN5114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5114.GEOID18 height accuracy estimate available here.
 DN5114
 DN5114.Click photographs - Photos may exist for this station.
 DN5114
 DN5114.The dynamic height is computed by dividing the NAVD 88
 DN5114.geopotential number by the normal gravity value computed on the
 DN5114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5114.degrees latitude (g = 980.6199 gals.).
 DN5114
 DN5114.The modeled gravity was interpolated from observed gravity values.
 DN5114
 DN5114;                    North         East    Units  Estimated Accuracy
 DN5114;SPC WI N     -   101,331.      518,834.      MT  (+/- 10 meters HH2 GPS)
 DN5114
 DN5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5084704069(NAD 83)
 DN5114
 DN5114                          SUPERSEDED SURVEY CONTROL
 DN5114
 DN5114.No superseded survey control is available for this station.
 DN5114
 DN5114_MARKER: DD = SURVEY DISK
 DN5114_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN5114_SP_SET: CULVERT WING WALL
 DN5114_STAMPING: 8D50 2006
 DN5114_MARK LOGO: WIDT
 DN5114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5114+STABILITY: SURFACE MOTION
 DN5114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5114+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2010
 DN5114
 DN5114  HISTORY     - Date     Condition        Report By
 DN5114  HISTORY     - 2006     MONUMENTED       WIDT
 DN5114  HISTORY     - 20100505 GOOD             WIDT
 DN5114
 DN5114                          STATION DESCRIPTION
 DN5114
 DN5114'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5114'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5114'HIGHWAY SOUTH APPROXIMATELY 9.6 MI (15.4 KM) SOUTHWEST OF THE
 DN5114'COMMUNITY OF CLAM LAKE, GO EAST ON STATE HIGHWAY 77 FOR 0.45 MI (0.7
 DN5114'KM) TO A CULVERT AND THE STATION ON THE RIGHT.
 DN5114'
 DN5114'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5114'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5114'THE SOUTHEAST CULVERT WING WALL APPROXIMATELY 2 M (6.6 FT) LOWER THAN
 DN5114'THE HIGHWAY PAVEMENT.
 DN5114'
 DN5114'THE STATION IS 12.1 M (39.7 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5114'HIGHWAY 77, 0.06 MI (0.1 KM) EAST OF FLY FISHING LANE AT -7296W-, 35 M
 DN5114'(114.8 FT) WEST OF THE EXTENDED CENTERLINE OF A GRAVEL ENTRANCE ROAD,
 DN5114'6.2 M (20.3 FT) WEST OF TELEPHONE PEDESTAL -1202- AND 0.5 M (1.6 FT)
 DN5114'SOUTH OF A WHITE PLASTIC WITNESS POST.
 DN5114'
 DN5114'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5114'QUADRANTS EXTENDING TO 60 DEGREES AND TREES TO THE NORTHWEST EXTENDING
 DN5114'TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5115 ***********************************************************************
 DN5115  DESIGNATION -  8D51
 DN5115  PID         -  DN5115
 DN5115  STATE/COUNTY-  WI/SAWYER
 DN5115  COUNTRY     -  US
 DN5115  USGS QUAD   -  MOOSE LAKE (2018)
 DN5115
 DN5115                         *CURRENT SURVEY CONTROL
 DN5115  ______________________________________________________________________
 DN5115* NAD 83(1986) POSITION- 46 05 16.4    (N) 091 00 37.8    (W)   HD_HELD2
 DN5115* NAVD 88 ORTHO HEIGHT -   431.178 (meters)     1414.62  (feet) ADJUSTED
 DN5115  ______________________________________________________________________
 DN5115  GEOID HEIGHT    -        -29.910 (meters)                     GEOID18
 DN5115  DYNAMIC HEIGHT  -        431.171 (meters)     1414.60  (feet) COMP
 DN5115  MODELED GRAVITY -    980,585.3   (mgal)                       NAVD 88
 DN5115
 DN5115  VERT ORDER      -  SECOND    CLASS I
 DN5115
 DN5115.The horizontal coordinates were established by autonomous hand held GPS
 DN5115.observations and have an estimated accuracy of +/- 10 meters.
 DN5115
 DN5115.The orthometric height was determined by differential leveling and
 DN5115.adjusted by the WI DEPT OF TRANSP
 DN5115.in May 2012.
 DN5115
 DN5115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5115.GEOID18 height accuracy estimate available here.
 DN5115
 DN5115.Click photographs - Photos may exist for this station.
 DN5115
 DN5115.The dynamic height is computed by dividing the NAVD 88
 DN5115.geopotential number by the normal gravity value computed on the
 DN5115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5115.degrees latitude (g = 980.6199 gals.).
 DN5115
 DN5115.The modeled gravity was interpolated from observed gravity values.
 DN5115
 DN5115;                    North         East    Units  Estimated Accuracy
 DN5115;SPC WI N     -   102,885.      521,854.      MT  (+/- 10 meters HH2 GPS)
 DN5115
 DN5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5380605736(NAD 83)
 DN5115
 DN5115                          SUPERSEDED SURVEY CONTROL
 DN5115
 DN5115.No superseded survey control is available for this station.
 DN5115
 DN5115_MARKER: DD = SURVEY DISK
 DN5115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5115_STAMPING: 8D51 2006
 DN5115_MARK LOGO: WIDT
 DN5115_PROJECTION: FLUSH
 DN5115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5115+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 DN5115
 DN5115  HISTORY     - Date     Condition        Report By
 DN5115  HISTORY     - 2005     MONUMENTED       WIDT
 DN5115  HISTORY     - 20100510 GOOD             WIDT
 DN5115
 DN5115                          STATION DESCRIPTION
 DN5115
 DN5115'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5115'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5115'HIGHWAY SOUTH APPROXIMATELY 9.6 MI (15.4 KM) SOUTHWEST OF THE
 DN5115'COMMUNITY OF CLAM LAKE, GO EAST THEN NORTHEAST ON STATE HIGHWAY 77 FOR
 DN5115'2.75 MI (4.4 KM) TO NATIONAL FOREST ROAD 174 RIGHT AND THE STATION ON
 DN5115'THE LEFT.
 DN5115'
 DN5115'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5115'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5115'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5115'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5115'
 DN5115'THE STATION IS 16.1 M (52.8 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DN5115'HIGHWAY 77, 6.1 M (20.0 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF
 DN5115'NATIONAL FOREST ROAD 174, 8.7 M (28.5 FT) NORTH OF A -NAT'L FOREST
 DN5115'CAMPGROUND LEFT- WOODEN SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5115'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5115'
 DN5115'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST, WEST
 DN5115'AND NORTH QUADRANTS EXTENDING TO 70 DEGREES AND TREES IN THE SOUTH
 DN5115'QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5287 ***********************************************************************
 DN5287  DESIGNATION -  8D52
 DN5287  PID         -  DN5287
 DN5287  STATE/COUNTY-  WI/BAYFIELD
 DN5287  COUNTRY     -  US
 DN5287  USGS QUAD   -  LAKE TAHKODAH (2019)
 DN5287
 DN5287                         *CURRENT SURVEY CONTROL
 DN5287  ______________________________________________________________________
 DN5287* NAD 83(1986) POSITION- 46 12 22.4    (N) 091 13 41.2    (W)   HD_HELD2
 DN5287* NAVD 88 ORTHO HEIGHT -   410.162 (meters)     1345.67  (feet) ADJUSTED
 DN5287  ______________________________________________________________________
 DN5287  GEOID HEIGHT    -        -29.136 (meters)                     GEOID18
 DN5287  DYNAMIC HEIGHT  -        410.168 (meters)     1345.69  (feet) COMP
 DN5287  MODELED GRAVITY -    980,617.0   (mgal)                       NAVD 88
 DN5287
 DN5287  VERT ORDER      -  SECOND    CLASS I
 DN5287
 DN5287.The horizontal coordinates were established by autonomous hand held GPS
 DN5287.observations and have an estimated accuracy of +/- 10 meters.
 DN5287
 DN5287.The orthometric height was determined by differential leveling and
 DN5287.adjusted by the WI DEPT OF TRANSP
 DN5287.in May 2012.
 DN5287
 DN5287.No vertical observational check was made to the station.
 DN5287
 DN5287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5287.GEOID18 height accuracy estimate available here.
 DN5287
 DN5287.Click photographs - Photos may exist for this station.
 DN5287
 DN5287.The dynamic height is computed by dividing the NAVD 88
 DN5287.geopotential number by the normal gravity value computed on the
 DN5287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5287.degrees latitude (g = 980.6199 gals.).
 DN5287
 DN5287.The modeled gravity was interpolated from observed gravity values.
 DN5287
 DN5287;                    North         East    Units  Estimated Accuracy
 DN5287;SPC WI N     -   116,274.      505,229.      MT  (+/- 10 meters HH2 GPS)
 DN5287
 DN5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3668918486(NAD 83)
 DN5287
 DN5287                          SUPERSEDED SURVEY CONTROL
 DN5287
 DN5287.No superseded survey control is available for this station.
 DN5287
 DN5287_MARKER: DD = SURVEY DISK
 DN5287_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5287_SP_SET: BRIDGE WING WALL
 DN5287_STAMPING: 8D52 2006
 DN5287_MARK LOGO: WIDT
 DN5287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5287+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2010
 DN5287
 DN5287  HISTORY     - Date     Condition        Report By
 DN5287  HISTORY     - 2006     MONUMENTED       WIDT
 DN5287  HISTORY     - 20100406 GOOD             WIDT
 DN5287
 DN5287                          STATION DESCRIPTION
 DN5287
 DN5287'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5287'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5287'HIGHWAY M IN THE COMMUNITY OF CABLE, GO EAST ON COUNTY HIGHWAY M FOR
 DN5287'3.1 MI (5.0 KM) TO KINZIE ROAD RIGHT.  CONTINUE EAST ON COUNTY HIGHWAY
 DN5287'M FOR 0.1 MI (0.2 KM) TO BRIDGE -B-4-43-85- OVER THE NAMEKAGON RIVER
 DN5287'AND THE STATION ON THE RIGHT.
 DN5287'
 DN5287'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5287'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5287'THE NORTH END OF THE SOUTHWEST WING WALL APPROXIMATELY LEVEL WITH THE
 DN5287'HIGHWAY PAVEMENT.
 DN5287'
 DN5287'THE STATION IS 5.8 M (19.0 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5287'HIGHWAY M, 0.1 MI (0.2 KM) WEST OF THE WEST END OF OLD D ROAD, 58.0 M
 DN5287'(190.3 FT) EAST-SOUTHEAST OF A -CANOE LANDING RIGHT AHEAD- SIGN, 31.5
 DN5287'M (103.3 FT) EAST-NORTHEAST OF TELEPHONE PEDESTAL -TI B 10- AND 1.0 M
 DN5287'(3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DN5287'
 DN5287'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5287'QUADRANTS EXTENDING TO 50 DEGREES AND TREES TO THE SOUTHEAST EXTENDING
 DN5287'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5286 ***********************************************************************
 DN5286  DESIGNATION -  8D53
 DN5286  PID         -  DN5286
 DN5286  STATE/COUNTY-  WI/BAYFIELD
 DN5286  COUNTRY     -  US
 DN5286  USGS QUAD   -  LAKE TAHKODAH (2019)
 DN5286
 DN5286                         *CURRENT SURVEY CONTROL
 DN5286  ______________________________________________________________________
 DN5286* NAD 83(1986) POSITION- 46 12 05.7    (N) 091 12 07.4    (W)   HD_HELD2
 DN5286* NAVD 88 ORTHO HEIGHT -   427.775 (meters)     1403.46  (feet) ADJUSTED
 DN5286  ______________________________________________________________________
 DN5286  GEOID HEIGHT    -        -29.260 (meters)                     GEOID18
 DN5286  DYNAMIC HEIGHT  -        427.779 (meters)     1403.47  (feet) COMP
 DN5286  MODELED GRAVITY -    980,610.8   (mgal)                       NAVD 88
 DN5286
 DN5286  VERT ORDER      -  SECOND    CLASS I
 DN5286
 DN5286.The horizontal coordinates were established by autonomous hand held GPS
 DN5286.observations and have an estimated accuracy of +/- 10 meters.
 DN5286
 DN5286.The orthometric height was determined by differential leveling and
 DN5286.adjusted by the WI DEPT OF TRANSP
 DN5286.in May 2012.
 DN5286
 DN5286.No vertical observational check was made to the station.
 DN5286
 DN5286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5286.GEOID18 height accuracy estimate available here.
 DN5286
 DN5286.Click photographs - Photos may exist for this station.
 DN5286
 DN5286.The dynamic height is computed by dividing the NAVD 88
 DN5286.geopotential number by the normal gravity value computed on the
 DN5286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5286.degrees latitude (g = 980.6199 gals.).
 DN5286
 DN5286.The modeled gravity was interpolated from observed gravity values.
 DN5286
 DN5286;                    North         East    Units  Estimated Accuracy
 DN5286;SPC WI N     -   115,727.      507,232.      MT  (+/- 10 meters HH2 GPS)
 DN5286
 DN5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3871118016(NAD 83)
 DN5286
 DN5286                          SUPERSEDED SURVEY CONTROL
 DN5286
 DN5286.No superseded survey control is available for this station.
 DN5286
 DN5286_MARKER: DD = SURVEY DISK
 DN5286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5286_STAMPING: 8D53 2006
 DN5286_MARK LOGO: WIDT
 DN5286_PROJECTION: FLUSH
 DN5286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5286+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2010
 DN5286
 DN5286  HISTORY     - Date     Condition        Report By
 DN5286  HISTORY     - 2005     MONUMENTED       WIDT
 DN5286  HISTORY     - 20100407 GOOD             WIDT
 DN5286
 DN5286                          STATION DESCRIPTION
 DN5286
 DN5286'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5286'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5286'HIGHWAY M IN THE COMMUNITY OF CABLE, GO EAST ON COUNTY HIGHWAY M FOR
 DN5286'3.3 MI (5.3 KM) TO THE WEST END OF OLD D ROAD LEFT.  CONTINUE EAST ON
 DN5286'COUNTY HIGHWAY M FOR 1.1 MI (1.8 KM) TO WOODCREST DRIVE RIGHT.
 DN5286'CONTINUE EAST ON COUNTY HIGHWAY M FOR 107 M (351.0 FT) TO THE STATION
 DN5286'ON THE LEFT.
 DN5286'
 DN5286'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5286'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5286'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5286'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5286'
 DN5286'THE STATION IS 14.2 M (46.6 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5286'HIGHWAY M, 12.9 M (42.3 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 DN5286'EAST END OF OLD D ROAD, 26.4 M (86.6 FT) SOUTH OF THE TOP CENTER OF
 DN5286'TELEPHONE PEDESTAL -CA-NA 2-, 25.9 M (85.0 FT) SOUTH OF THE TOP CENTER
 DN5286'OF TELEPHONE PEDESTAL -WR A 3-, 19.3 M (63.3 FT) WEST OF A -STOP- SIGN
 DN5286'WOODEN POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5286'SURROUNDING THE STATION.
 DN5286'
 DN5286'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 DN5286'EXTENDING TO 90 DEGREES, TREES IN THE SOUTH QUADRANTS EXTENDING TO 40
 DN5286'DEGREES AND TREES IN THE EAST QUADRANTS EXTENDING TO 35 DEGREES ABOVE
 DN5286'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5285 ***********************************************************************
 DN5285  DESIGNATION -  8D54
 DN5285  PID         -  DN5285
 DN5285  STATE/COUNTY-  WI/BAYFIELD
 DN5285  COUNTRY     -  US
 DN5285  USGS QUAD   -  LAKE TAHKODAH (2019)
 DN5285
 DN5285                         *CURRENT SURVEY CONTROL
 DN5285  ______________________________________________________________________
 DN5285* NAD 83(1986) POSITION- 46 12 05.51   (N) 091 09 26.90   (W)   HD_HELD1
 DN5285* NAVD 88 ORTHO HEIGHT -   437.938 (meters)     1436.80  (feet) ADJUSTED
 DN5285  ______________________________________________________________________
 DN5285  GEOID HEIGHT    -        -29.446 (meters)                     GEOID18
 DN5285  DYNAMIC HEIGHT  -        437.938 (meters)     1436.80  (feet) COMP
 DN5285  MODELED GRAVITY -    980,602.0   (mgal)                       NAVD 88
 DN5285
 DN5285  VERT ORDER      -  SECOND    CLASS I
 DN5285
 DN5285.The horizontal coordinates were determined by differentially corrected
 DN5285.hand held GPS observations or other comparable positioning techniques
 DN5285.and have an estimated accuracy of +/- 3 meters.
 DN5285
 DN5285.The orthometric height was determined by differential leveling and
 DN5285.adjusted by the WI DEPT OF TRANSP
 DN5285.in May 2012.
 DN5285
 DN5285.No vertical observational check was made to the station.
 DN5285
 DN5285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5285.GEOID18 height accuracy estimate available here.
 DN5285
 DN5285.Click photographs - Photos may exist for this station.
 DN5285
 DN5285.The dynamic height is computed by dividing the NAVD 88
 DN5285.geopotential number by the normal gravity value computed on the
 DN5285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5285.degrees latitude (g = 980.6199 gals.).
 DN5285
 DN5285.The modeled gravity was interpolated from observed gravity values.
 DN5285
 DN5285;                    North         East    Units  Estimated Accuracy
 DN5285;SPC WI N     -   115,670.3     510,672.5     MT  (+/- 3 meters HH1 GPS) 
 DN5285
 DN5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4215118089(NAD 83)
 DN5285
 DN5285                          SUPERSEDED SURVEY CONTROL
 DN5285
 DN5285.No superseded survey control is available for this station.
 DN5285
 DN5285_MARKER: DD = SURVEY DISK
 DN5285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5285_STAMPING: 8D54 2006
 DN5285_MARK LOGO: WIDT
 DN5285_PROJECTION: FLUSH
 DN5285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5285+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2010
 DN5285
 DN5285  HISTORY     - Date     Condition        Report By
 DN5285  HISTORY     - 2005     MONUMENTED       WIDT
 DN5285  HISTORY     - 20100407 GOOD             WIDT
 DN5285
 DN5285                          STATION DESCRIPTION
 DN5285
 DN5285'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5285'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DN5285'HIGHWAY D NORTH AND MCCAIN DRIVE SOUTH APPROXIMATELY 11 MI (17.7 KM)
 DN5285'EAST OF THE COMMUNITY OF CABLE, GO WEST ON COUNTY HIGHWAY M FOR 4.1 MI
 DN5285'(6.6 KM) TO DAM ROAD RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY M FOR 100
 DN5285'M (328.1 FT) TO THE STATION ON THE LEFT.
 DN5285'
 DN5285'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5285'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5285'INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, LEVEL WITH THE
 DN5285'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5285'
 DN5285'THE STATION IS 13.7 M (44.9 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5285'HIGHWAY M, 0.89 MI (1.4 KM) EAST OF FRELS ROAD, 157 M (515.1 FT) EAST
 DN5285'OF A -CURVES AHEAD- WOODEN SIGN POST, 94.5 M (310.0 FT) WEST OF THE
 DN5285'NORTH POST OF A -WELCOME TO FOUR SEASONS- SIGN AND IS 1 M (3.3 FT)
 DN5285'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5285'
 DN5285'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5285'QUADRANTS EXTENDING TO 90 DEGREES AND TREES IN THE NORTH QUADRANTS
 DN5285'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5284 ***********************************************************************
 DN5284  DESIGNATION -  8D55
 DN5284  PID         -  DN5284
 DN5284  STATE/COUNTY-  WI/BAYFIELD
 DN5284  COUNTRY     -  US
 DN5284  USGS QUAD   -  NAMEKAGON LAKE (2019)
 DN5284
 DN5284                         *CURRENT SURVEY CONTROL
 DN5284  ______________________________________________________________________
 DN5284* NAD 83(1986) POSITION- 46 11 43.9    (N) 091 07 02.9    (W)   HD_HELD2
 DN5284* NAVD 88 ORTHO HEIGHT -   442.025 (meters)     1450.21  (feet) ADJUSTED
 DN5284  ______________________________________________________________________
 DN5284  GEOID HEIGHT    -        -29.595 (meters)                     GEOID18
 DN5284  DYNAMIC HEIGHT  -        442.020 (meters)     1450.19  (feet) COMP
 DN5284  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 DN5284
 DN5284  VERT ORDER      -  SECOND    CLASS I
 DN5284
 DN5284.The horizontal coordinates were established by autonomous hand held GPS
 DN5284.observations and have an estimated accuracy of +/- 10 meters.
 DN5284
 DN5284.The orthometric height was determined by differential leveling and
 DN5284.adjusted by the WI DEPT OF TRANSP
 DN5284.in May 2012.
 DN5284
 DN5284.No vertical observational check was made to the station.
 DN5284
 DN5284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5284.GEOID18 height accuracy estimate available here.
 DN5284
 DN5284.Click photographs - Photos may exist for this station.
 DN5284
 DN5284.The dynamic height is computed by dividing the NAVD 88
 DN5284.geopotential number by the normal gravity value computed on the
 DN5284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5284.degrees latitude (g = 980.6199 gals.).
 DN5284
 DN5284.The modeled gravity was interpolated from observed gravity values.
 DN5284
 DN5284;                    North         East    Units  Estimated Accuracy
 DN5284;SPC WI N     -   114,959.      513,750.      MT  (+/- 10 meters HH2 GPS)
 DN5284
 DN5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4525317494(NAD 83)
 DN5284
 DN5284                          SUPERSEDED SURVEY CONTROL
 DN5284
 DN5284.No superseded survey control is available for this station.
 DN5284
 DN5284_MARKER: DD = SURVEY DISK
 DN5284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5284_STAMPING: 8D55 2006
 DN5284_MARK LOGO: WIDT
 DN5284_PROJECTION: FLUSH
 DN5284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5284+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2010
 DN5284
 DN5284  HISTORY     - Date     Condition        Report By
 DN5284  HISTORY     - 2005     MONUMENTED       WIDT
 DN5284  HISTORY     - 20100408 GOOD             WIDT
 DN5284
 DN5284                          STATION DESCRIPTION
 DN5284
 DN5284'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5284'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DN5284'HIGHWAY D NORTH AND MCCAIN DRIVE SOUTH APPROXIMATELY 11 MI (17.7 KM)
 DN5284'EAST OF THE COMMUNITY OF CABLE, GO WEST ON COUNTY HIGHWAY M FOR 1.2 MI
 DN5284'(1.9 KM) TO LOST LAND LAKE ROAD (FOREST ROAD 203 AND RUSTIC ROAD 95)
 DN5284'LEFT.  CONTINUE WEST ON COUNTY HIGHWAY M FOR 0.91 MI (1.5 KM) TO THE
 DN5284'STATION ON THE LEFT.
 DN5284'
 DN5284'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5284'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5284'INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, LEVEL WITH THE
 DN5284'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) HIGHER THAN THE HIGHWAY
 DN5284'PAVEMENT.
 DN5284'
 DN5284'THE STATION IS 10.2 M (33.5 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN5284'HIGHWAY M, 0.15 MI (0.2 KM) EAST OF GARMISCH ROAD, 65.7 M (215.6 FT)
 DN5284'EAST OF THE CENTERLINE OF A PRIVATE ENTRANCE AND IS 1 M (3.3 FT) FROM
 DN5284'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5284'
 DN5284'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5284'QUADRANTS EXTENDING TO 80 DEGREES AND TREES IN THE NORTH QUADRANTS
 DN5284'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5283 ***********************************************************************
 DN5283  DESIGNATION -  8D56
 DN5283  PID         -  DN5283
 DN5283  STATE/COUNTY-  WI/BAYFIELD
 DN5283  COUNTRY     -  US
 DN5283  USGS QUAD   -  NAMEKAGON LAKE (2019)
 DN5283
 DN5283                         *CURRENT SURVEY CONTROL
 DN5283  ______________________________________________________________________
 DN5283* NAD 83(1986) POSITION- 46 12 08.2    (N) 091 03 02.3    (W)   HD_HELD2
 DN5283* NAVD 88 ORTHO HEIGHT -   438.107 (meters)     1437.36  (feet) ADJUSTED
 DN5283  ______________________________________________________________________
 DN5283  GEOID HEIGHT    -        -29.788 (meters)                     GEOID18
 DN5283  DYNAMIC HEIGHT  -        438.107 (meters)     1437.36  (feet) COMP
 DN5283  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 DN5283
 DN5283  VERT ORDER      -  SECOND    CLASS I
 DN5283
 DN5283.The horizontal coordinates were established by autonomous hand held GPS
 DN5283.observations and have an estimated accuracy of +/- 10 meters.
 DN5283
 DN5283.The orthometric height was determined by differential leveling and
 DN5283.adjusted by the WI DEPT OF TRANSP
 DN5283.in May 2012.
 DN5283
 DN5283.No vertical observational check was made to the station.
 DN5283
 DN5283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5283.GEOID18 height accuracy estimate available here.
 DN5283
 DN5283.Click photographs - Photos may exist for this station.
 DN5283
 DN5283.The dynamic height is computed by dividing the NAVD 88
 DN5283.geopotential number by the normal gravity value computed on the
 DN5283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5283.degrees latitude (g = 980.6199 gals.).
 DN5283
 DN5283.The modeled gravity was interpolated from observed gravity values.
 DN5283
 DN5283;                    North         East    Units  Estimated Accuracy
 DN5283;SPC WI N     -   115,639.      518,918.      MT  (+/- 10 meters HH2 GPS)
 DN5283
 DN5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5039118369(NAD 83)
 DN5283
 DN5283                          SUPERSEDED SURVEY CONTROL
 DN5283
 DN5283.No superseded survey control is available for this station.
 DN5283
 DN5283_MARKER: DD = SURVEY DISK
 DN5283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5283_STAMPING: 8D56 2006
 DN5283_MARK LOGO: WIDT
 DN5283_PROJECTION: FLUSH
 DN5283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5283+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2010
 DN5283
 DN5283  HISTORY     - Date     Condition        Report By
 DN5283  HISTORY     - 2005     MONUMENTED       WIDT
 DN5283  HISTORY     - 20100412 GOOD             WIDT
 DN5283
 DN5283                          STATION DESCRIPTION
 DN5283
 DN5283'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5283'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DN5283'HIGHWAY D NORTH AND MCCAIN DRIVE SOUTH APPROXIMATELY 11 MI (17.7 KM)
 DN5283'EAST OF THE COMMUNITY OF CABLE, GO NORTHEAST ON COUNTY HIGHWAY M FOR
 DN5283'1.25 MI (2.0 KM) TO NAMAKAGON SUNSET ROAD LEFT AND THE STATION IN THE
 DN5283'NORTHWEST QUADRANT ON THE LEFT.
 DN5283'
 DN5283'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5283'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5283'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5283'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5283'
 DN5283'THE STATION IS 10.3 M (33.8 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5283'HIGHWAY M, 10.2 M (33.5 FT) WEST OF THE CENTERLINE OF NAMAKAGON SUNSET
 DN5283'ROAD, 30.5 M (100.1 FT) NORTHEAST OF TELEPHONE PEDESTAL -NA 8 12-1-,
 DN5283'3.8 M (12.5 FT) SOUTHEAST OF THE SOUTH POST OF A -WELCOME TO LAKE
 DN5283'NAMAKAGON- SIGN, 1.8 M (5.9 FT) NORTHWEST OF A -STOP- SIGN WOODEN POST
 DN5283'AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5283'STATION.
 DN5283'
 DN5283'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 DN5283'EXTENDING TO 50 DEGREES, TREES TO THE EAST EXTENDING TO 20 DEGREES AND
 DN5283'TREES IN THE SOUTH QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE
 DN5283'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6111 ***********************************************************************
 DO6111  DESIGNATION -  8D61
 DO6111  PID         -  DO6111
 DO6111  STATE/COUNTY-  WI/BAYFIELD
 DO6111  COUNTRY     -  US
 DO6111  USGS QUAD   -  ELLISON LAKE (2018)
 DO6111
 DO6111                         *CURRENT SURVEY CONTROL
 DO6111  ______________________________________________________________________
 DO6111* NAD 83(1986) POSITION- 46 20 43.3    (N) 091 31 48.5    (W)   HD_HELD2
 DO6111* NAVD 88 ORTHO HEIGHT -   363.814 (meters)     1193.61  (feet) ADJUSTED
 DO6111  ______________________________________________________________________
 DO6111  GEOID HEIGHT    -        -27.954 (meters)                     GEOID18
 DO6111  DYNAMIC HEIGHT  -        363.845 (meters)     1193.71  (feet) COMP
 DO6111  MODELED GRAVITY -    980,688.1   (mgal)                       NAVD 88
 DO6111
 DO6111  VERT ORDER      -  SECOND    CLASS I
 DO6111
 DO6111.The horizontal coordinates were established by autonomous hand held GPS
 DO6111.observations and have an estimated accuracy of +/- 10 meters.
 DO6111
 DO6111.The orthometric height was determined by differential leveling and
 DO6111.adjusted by the NATIONAL GEODETIC SURVEY
 DO6111.in February 2017.
 DO6111
 DO6111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6111.GEOID18 height accuracy estimate available here.
 DO6111
 DO6111.Click photographs - Photos may exist for this station.
 DO6111
 DO6111.The dynamic height is computed by dividing the NAVD 88
 DO6111.geopotential number by the normal gravity value computed on the
 DO6111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6111.degrees latitude (g = 980.6199 gals.).
 DO6111
 DO6111.The modeled gravity was interpolated from observed gravity values.
 DO6111
 DO6111;                    North         East    Units  Estimated Accuracy
 DO6111;SPC WI N     -   132,141.      482,223.      MT  (+/- 10 meters HH2 GPS)
 DO6111
 DO6111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1310333470(NAD 83)
 DO6111
 DO6111                          SUPERSEDED SURVEY CONTROL
 DO6111
 DO6111  NAVD 88 (07/25/13)  363.826  (m)         1193.65   (f) SUPERSEDED  2 1
 DO6111
 DO6111.Superseded values are not recommended for survey control.
 DO6111
 DO6111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6111.See file dsdata.pdf to determine how the superseded data were derived.
 DO6111
 DO6111_MARKER: DD = SURVEY DISK
 DO6111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6111_STAMPING: 8D61 2010
 DO6111_MARK LOGO: WIDT
 DO6111_PROJECTION: FLUSH
 DO6111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6111+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2012
 DO6111
 DO6111  HISTORY     - Date     Condition        Report By
 DO6111  HISTORY     - 2010     MONUMENTED       WIDT
 DO6111  HISTORY     - 20120824 GOOD             WIDT
 DO6111
 DO6111                          STATION DESCRIPTION
 DO6111
 DO6111'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6111'THE STATION IS LOCATED ABOUT 14.2 MI (22.9 KM) SOUTHEAST OF LAKE
 DO6111'NEBAGAMON, 14.0 MI (22.5 KM) EAST OF SOLON SPRINGS AND 13.0 MI (21.0
 DO6111'KM) WEST OF DRUMMOND.
 DO6111'
 DO6111'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DO6111'HIGHWAY N LOCATED APPROXIMATELY 13 MI (20.9 KM) EAST OF THE VILLAGE OF
 DO6111'SOLON SPRINGS, GO EAST ON COUNTY HIGHWAY N FOR 0.75 MI (1.2 KM) TO
 DO6111'IDLEWILD LAKE ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 DO6111'
 DO6111'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6111'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6111'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6111'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6111'PAVEMENT.  THE STATION IS 9.6 M (31.5 FT) NORTH OF THE CENTERLINE OF
 DO6111'COUNTY HIGHWAY N, 35 M (114.8 FT) EAST OF THE EXTENDED CENTER OF
 DO6111'IDLEWILD LAKE ROAD, 24.2 M (79.4 FT) NORTHWEST OF A POWER POLE, 8 M
 DO6111'(26.2 FT) WEST OF THE CENTER OF A GRAVEL DRIVEWAY, AND LOCATED IN THE
 DO6111'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6111'
 DO6111'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DO6111'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6113 ***********************************************************************
 DO6113  DESIGNATION -  8D62
 DO6113  PID         -  DO6113
 DO6113  STATE/COUNTY-  WI/BAYFIELD
 DO6113  COUNTRY     -  US
 DO6113  USGS QUAD   -  UPPER EAU CLAIRE LAKE (2018)
 DO6113
 DO6113                         *CURRENT SURVEY CONTROL
 DO6113  ______________________________________________________________________
 DO6113* NAD 83(1986) POSITION- 46 20 23.8    (N) 091 28 07.7    (W)   HD_HELD2
 DO6113* NAVD 88 ORTHO HEIGHT -   361.757 (meters)     1186.86  (feet) ADJUSTED
 DO6113  ______________________________________________________________________
 DO6113  GEOID HEIGHT    -        -28.139 (meters)                     GEOID18
 DO6113  DYNAMIC HEIGHT  -        361.787 (meters)     1186.96  (feet) COMP
 DO6113  MODELED GRAVITY -    980,687.2   (mgal)                       NAVD 88
 DO6113
 DO6113  VERT ORDER      -  SECOND    CLASS I
 DO6113
 DO6113.The horizontal coordinates were established by autonomous hand held GPS
 DO6113.observations and have an estimated accuracy of +/- 10 meters.
 DO6113
 DO6113.The orthometric height was determined by differential leveling and
 DO6113.adjusted by the NATIONAL GEODETIC SURVEY
 DO6113.in February 2017.
 DO6113
 DO6113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6113.GEOID18 height accuracy estimate available here.
 DO6113
 DO6113.Click photographs - Photos may exist for this station.
 DO6113
 DO6113.The dynamic height is computed by dividing the NAVD 88
 DO6113.geopotential number by the normal gravity value computed on the
 DO6113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6113.degrees latitude (g = 980.6199 gals.).
 DO6113
 DO6113.The modeled gravity was interpolated from observed gravity values.
 DO6113
 DO6113;                    North         East    Units  Estimated Accuracy
 DO6113;SPC WI N     -   131,450.      486,932.      MT  (+/- 10 meters HH2 GPS)
 DO6113
 DO6113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1783532958(NAD 83)
 DO6113
 DO6113                          SUPERSEDED SURVEY CONTROL
 DO6113
 DO6113  NAVD 88 (07/25/13)  361.769  (m)         1186.90   (f) SUPERSEDED  2 1
 DO6113
 DO6113.Superseded values are not recommended for survey control.
 DO6113
 DO6113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6113.See file dsdata.pdf to determine how the superseded data were derived.
 DO6113
 DO6113_MARKER: DD = SURVEY DISK
 DO6113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6113_STAMPING: 8D62 2010
 DO6113_MARK LOGO: WIDT
 DO6113_PROJECTION: FLUSH
 DO6113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6113+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2012
 DO6113
 DO6113  HISTORY     - Date     Condition        Report By
 DO6113  HISTORY     - 2010     MONUMENTED       WIDT
 DO6113  HISTORY     - 20120825 GOOD             WIDT
 DO6113
 DO6113                          STATION DESCRIPTION
 DO6113
 DO6113'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6113'THE STATION IS LOCATED ABOUT 13.2 MI (21.3 KM) SOUTHWEST OF DELTA,
 DO6113'12.4 MI (20.0 KM) NORTHWEST OF CABLE AND 10.1 MI (16.3 KM) WEST OF
 DO6113'DRUMMOND.
 DO6113'
 DO6113'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DO6113'HIGHWAY A LOCATED APPROXIMATELY 19 MI (30.6 KM) EAST OF THE VILLAGE OF
 DO6113'SOLON SPRINGS, GO WEST ON COUNTY HIGHWAY N FOR 1.9 MI (3.1 KM) TO
 DO6113'WITCH'S BAY ROAD ON THE LEFT.  CONTINUE WEST ON COUNTY HIGHWAY N FOR
 DO6113'0.05 MI (0.1 KM) TO STOCK PILE ROAD ON THE RIGHT AND THE STATION ON
 DO6113'THE LEFT.
 DO6113'
 DO6113'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6113'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6113'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6113'GROUND AND APPROXIMATELY 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DO6113'STATION IS 11.5 M (37.7 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DO6113'N, 27.5 M (90.2 FT) SOUTHEAST OF A --STOCKPILE ROAD-- ROAD SIGN, 12 M
 DO6113'(39.4 FT) WEST OF THE CENTER OF A PAVED DRIVEWAY -5015-, 7.4 M (24.3
 DO6113'FT) NORTH OF A METAL POLE EXTENDING ABOUT 4 M (13.1 FT) ABOVE GROUND
 DO6113'WITH A WINDSOCK ATTACHED TO THE TOP, 6.6 M (21.7 FT) NORTHEAST OF A
 DO6113'BURIED ELECTRIC CABLE WOODEN SIGN POST, AND LOCATED IN THE CENTER OF A
 DO6113'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6113'
 DO6113'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6113'DEGREES ABOVE THE HORIZON EXCEPT FOR A LONE TREE TO THE EAST OF THE
 DO6113'STATION EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6114 ***********************************************************************
 DO6114  DESIGNATION -  8D63
 DO6114  PID         -  DO6114
 DO6114  STATE/COUNTY-  WI/BAYFIELD
 DO6114  COUNTRY     -  US
 DO6114  USGS QUAD   -  UPPER EAU CLAIRE LAKE (2018)
 DO6114
 DO6114                         *CURRENT SURVEY CONTROL
 DO6114  ______________________________________________________________________
 DO6114* NAD 83(1986) POSITION- 46 20 26.06   (N) 091 25 36.24   (W)   HD_HELD1
 DO6114* NAVD 88 ORTHO HEIGHT -   367.638 (meters)     1206.16  (feet) ADJUSTED
 DO6114  ______________________________________________________________________
 DO6114  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 DO6114  DYNAMIC HEIGHT  -        367.669 (meters)     1206.26  (feet) COMP
 DO6114  MODELED GRAVITY -    980,687.0   (mgal)                       NAVD 88
 DO6114
 DO6114  VERT ORDER      -  SECOND    CLASS I
 DO6114
 DO6114.The horizontal coordinates were determined by differentially corrected
 DO6114.hand held GPS observations or other comparable positioning techniques
 DO6114.and have an estimated accuracy of +/- 3 meters.
 DO6114
 DO6114.The orthometric height was determined by differential leveling and
 DO6114.adjusted by the NATIONAL GEODETIC SURVEY
 DO6114.in February 2017.
 DO6114
 DO6114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6114.GEOID18 height accuracy estimate available here.
 DO6114
 DO6114.Click photographs - Photos may exist for this station.
 DO6114
 DO6114.The dynamic height is computed by dividing the NAVD 88
 DO6114.geopotential number by the normal gravity value computed on the
 DO6114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6114.degrees latitude (g = 980.6199 gals.).
 DO6114
 DO6114.The modeled gravity was interpolated from observed gravity values.
 DO6114
 DO6114;                    North         East    Units  Estimated Accuracy
 DO6114;SPC WI N     -   131,460.5     490,172.0     MT  (+/- 3 meters HH1 GPS) 
 DO6114
 DO6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2107133091(NAD 83)
 DO6114
 DO6114                          SUPERSEDED SURVEY CONTROL
 DO6114
 DO6114  NAVD 88 (07/25/13)  367.650  (m)         1206.20   (f) SUPERSEDED  2 1
 DO6114
 DO6114.Superseded values are not recommended for survey control.
 DO6114
 DO6114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6114.See file dsdata.pdf to determine how the superseded data were derived.
 DO6114
 DO6114_MARKER: DD = SURVEY DISK
 DO6114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6114_STAMPING: 8D63 2010
 DO6114_MARK LOGO: WIDT
 DO6114_PROJECTION: FLUSH
 DO6114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6114+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2012
 DO6114
 DO6114  HISTORY     - Date     Condition        Report By
 DO6114  HISTORY     - 2010     MONUMENTED       WIDT
 DO6114  HISTORY     - 20120825 GOOD             WIDT
 DO6114
 DO6114                          STATION DESCRIPTION
 DO6114
 DO6114'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6114'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) SOUTHWEST OF DELTA,
 DO6114'11.2 MI (18.0 KM) NORTHWEST OF CABLE AND 8.1 MI (13.0 KM) WEST OF
 DO6114'DRUMMOND.
 DO6114'
 DO6114'THE STATION IS IN THE NORTHEAST QUADRANT AT THE JUNCTION OF COUNTY
 DO6114'HIGHWAY N WITH COUNTY HIGHWAY A LOCATED APPROXIMATELY 19 MI (30.6 KM)
 DO6114'EAST OF THE VILLAGE OF SOLON SPRINGS.
 DO6114'
 DO6114'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6114'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6114'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6114'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.
 DO6114'THE STATION IS 12.5 M (41.0 FT) NORTH OF THE CENTERLINE OF COUNTY
 DO6114'HIGHWAY N, 25.0 M (82.0 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DO6114'A, 42.9 M (140.7 FT) NORTHWEST OF A --COUNTY N-- ROUTE SIGN, 32.9 M
 DO6114'(107.9 FT) SOUTHEAST OF A --COUNTY A-- ROUTE SIGN, AND LOCATED IN THE
 DO6114'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6114'
 DO6114'NOTE-THIS STATION IS CURRENTLY SUITABLE FOR GPS OBSERVATIONS WITH
 DO6114'SCATTERED TREES IN ALL DIRECTIONS EXTENDING UP TO 30 DEGREES ABOVE THE
 DO6114'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6115 ***********************************************************************
 DO6115  DESIGNATION -  8D64
 DO6115  PID         -  DO6115
 DO6115  STATE/COUNTY-  WI/BAYFIELD
 DO6115  COUNTRY     -  US
 DO6115  USGS QUAD   -  UPPER EAU CLAIRE LAKE (2018)
 DO6115
 DO6115                         *CURRENT SURVEY CONTROL
 DO6115  ______________________________________________________________________
 DO6115* NAD 83(1986) POSITION- 46 20 25.14   (N) 091 22 32.86   (W)   HD_HELD1
 DO6115* NAVD 88 ORTHO HEIGHT -   379.336 (meters)     1244.54  (feet) ADJUSTED
 DO6115  ______________________________________________________________________
 DO6115  GEOID HEIGHT    -        -28.468 (meters)                     GEOID18
 DO6115  DYNAMIC HEIGHT  -        379.367 (meters)     1244.64  (feet) COMP
 DO6115  MODELED GRAVITY -    980,682.3   (mgal)                       NAVD 88
 DO6115
 DO6115  VERT ORDER      -  SECOND    CLASS I
 DO6115
 DO6115.The horizontal coordinates were determined by differentially corrected
 DO6115.hand held GPS observations or other comparable positioning techniques
 DO6115.and have an estimated accuracy of +/- 3 meters.
 DO6115
 DO6115.The orthometric height was determined by differential leveling and
 DO6115.adjusted by the NATIONAL GEODETIC SURVEY
 DO6115.in February 2017.
 DO6115
 DO6115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6115.GEOID18 height accuracy estimate available here.
 DO6115
 DO6115.Click photographs - Photos may exist for this station.
 DO6115
 DO6115.The dynamic height is computed by dividing the NAVD 88
 DO6115.geopotential number by the normal gravity value computed on the
 DO6115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6115.degrees latitude (g = 980.6199 gals.).
 DO6115
 DO6115.The modeled gravity was interpolated from observed gravity values.
 DO6115
 DO6115;                    North         East    Units  Estimated Accuracy
 DO6115;SPC WI N     -   131,362.9     494,092.3     MT  (+/- 3 meters HH1 GPS) 
 DO6115
 DO6115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2499133141(NAD 83)
 DO6115
 DO6115                          SUPERSEDED SURVEY CONTROL
 DO6115
 DO6115  NAVD 88 (07/25/13)  379.347  (m)         1244.57   (f) SUPERSEDED  2 1
 DO6115
 DO6115.Superseded values are not recommended for survey control.
 DO6115
 DO6115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6115.See file dsdata.pdf to determine how the superseded data were derived.
 DO6115
 DO6115_MARKER: DD = SURVEY DISK
 DO6115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6115_STAMPING: 8D64 2010
 DO6115_MARK LOGO: WIDT
 DO6115_PROJECTION: FLUSH
 DO6115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6115+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2012
 DO6115
 DO6115  HISTORY     - Date     Condition        Report By
 DO6115  HISTORY     - 2010     MONUMENTED       WIDT
 DO6115  HISTORY     - 20120826 GOOD             WIDT
 DO6115
 DO6115                          STATION DESCRIPTION
 DO6115
 DO6115'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6115'THE STATION IS LOCATED ABOUT 10.5 MI (16.8 KM) SOUTH-SOUTHWEST OF
 DO6115'DELTA, 10.0 MI (16.1 KM) NORTH-NORTHWEST OF CABLE AND 5.7 MI (9.1 KM)
 DO6115'WEST OF DRUMMOND.
 DO6115'
 DO6115'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DO6115'HIGHWAY A LOCATED APPROXIMATELY 19 MI (30.6 KM) EAST OF THE VILLAGE OF
 DO6115'SOLON SPRINGS, GO EAST ON COUNTY HIGHWAY N FOR 2.25 MI (3.6 KM) TO
 DO6115'GRAVEL PIT LANE ON THE RIGHT.  CONTINUE EAST ON COUNTY HIGHWAY N FOR
 DO6115'0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DO6115'
 DO6115'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6115'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6115'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6115'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY
 DO6115'PAVEMENT.  THE STATION IS 9.9 M (32.5 FT) NORTH OF THE CENTERLINE OF
 DO6115'COUNTY HIGHWAY N, 51 M (167.3 FT) WEST OF THE CENTER OF PIGEON LAKE
 DO6115'ROAD, 40 M (131.2 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE DRIVE
 DO6115'-9335-, 14.7 M (48.2 FT) SOUTHWEST OF THE SOUTH WOODEN POST FOR A
 DO6115'LARGE --PIGEON LAKE FIELD STATION-- SIGN, AND LOCATED IN THE CENTER OF
 DO6115'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6115'
 DO6115'NOTE-THIS STATION IS SUITABLE FOR GPS OBSERVATIONS WITH A FEW
 DO6115'SCATTERED TREES TO THE EAST, NORTH, AND WEST OF THE STATION EXTENDING
 DO6115'AS HIGH AS 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6116 ***********************************************************************
 DO6116  DESIGNATION -  8D65
 DO6116  PID         -  DO6116
 DO6116  STATE/COUNTY-  WI/BAYFIELD
 DO6116  COUNTRY     -  US
 DO6116  USGS QUAD   -  DRUMMOND (2018)
 DO6116
 DO6116                         *CURRENT SURVEY CONTROL
 DO6116  ______________________________________________________________________
 DO6116* NAD 83(1986) POSITION- 46 20 21.4    (N) 091 19 32.8    (W)   HD_HELD2
 DO6116* NAVD 88 ORTHO HEIGHT -   387.342 (meters)     1270.80  (feet) ADJUSTED
 DO6116  ______________________________________________________________________
 DO6116  GEOID HEIGHT    -        -28.671 (meters)                     GEOID18
 DO6116  DYNAMIC HEIGHT  -        387.371 (meters)     1270.90  (feet) COMP
 DO6116  MODELED GRAVITY -    980,676.9   (mgal)                       NAVD 88
 DO6116
 DO6116  VERT ORDER      -  SECOND    CLASS I
 DO6116
 DO6116.The horizontal coordinates were established by autonomous hand held GPS
 DO6116.observations and have an estimated accuracy of +/- 10 meters.
 DO6116
 DO6116.The orthometric height was determined by differential leveling and
 DO6116.adjusted by the NATIONAL GEODETIC SURVEY
 DO6116.in February 2017.
 DO6116
 DO6116.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6116.GEOID18 height accuracy estimate available here.
 DO6116
 DO6116.Click photographs - Photos may exist for this station.
 DO6116
 DO6116.The dynamic height is computed by dividing the NAVD 88
 DO6116.geopotential number by the normal gravity value computed on the
 DO6116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6116.degrees latitude (g = 980.6199 gals.).
 DO6116
 DO6116.The modeled gravity was interpolated from observed gravity values.
 DO6116
 DO6116;                    North         East    Units  Estimated Accuracy
 DO6116;SPC WI N     -   131,182.      497,940.      MT  (+/- 10 meters HH2 GPS)
 DO6116
 DO6116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2884333106(NAD 83)
 DO6116
 DO6116                          SUPERSEDED SURVEY CONTROL
 DO6116
 DO6116  NAVD 88 (07/25/13)  387.351  (m)         1270.83   (f) SUPERSEDED  2 1
 DO6116
 DO6116.Superseded values are not recommended for survey control.
 DO6116
 DO6116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6116.See file dsdata.pdf to determine how the superseded data were derived.
 DO6116
 DO6116_MARKER: DD = SURVEY DISK
 DO6116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6116_STAMPING: 8D65 2010
 DO6116_MARK LOGO: WIDT
 DO6116_PROJECTION: FLUSH
 DO6116_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6116+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2012
 DO6116
 DO6116  HISTORY     - Date     Condition        Report By
 DO6116  HISTORY     - 2010     MONUMENTED       WIDT
 DO6116  HISTORY     - 20120826 GOOD             WIDT
 DO6116
 DO6116                          STATION DESCRIPTION
 DO6116
 DO6116'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6116'THE STATION IS LOCATED ABOUT 9.6 MI (15.5 KM) SOUTH-SOUTHWEST OF
 DO6116'DELTA, 9.2 MI (14.8 KM) NORTH OF CABLE AND 3.3 MI (5.2 KM) WEST OF
 DO6116'DRUMMOND.
 DO6116'
 DO6116'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 WITH COUNTY
 DO6116'HIGHWAY N LOCATED APPROXIMATELY 24 MI (38.6 KM) NORTHEAST OF THE CITY
 DO6116'OF HAYWARD AND IN THE COMMUNITY OF DRUMMOND, GO WEST-NORTHWEST ON
 DO6116'COUNTY HIGHWAY N FOR 2.9 MI (4.7 KM) TO LONG LAKE ROAD ON THE LEFT AND
 DO6116'PIGEON LAKE ROAD ON THE RIGHT.  CONTINUE NORTHWEST ON COUNTY HIGHWAY N
 DO6116'FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DO6116'
 DO6116'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6116'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6116'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6116'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY
 DO6116'PAVEMENT.  THE STATION IS 10.7 M (35.1 FT) NORTHEAST OF THE CENTERLINE
 DO6116'OF COUNTY HIGHWAY N, 56.5 M (185.4 FT) EAST-NORTHEAST OF A POWER POLE,
 DO6116'36.2 M (118.8 FT) NORTH-NORTHWEST OF A --INTERSECTION AHEAD-- SIGN,
 DO6116'27.2 M (89.2 FT) NORTH OF A POWER POLE WITH A SINGLE GUY WIRE, AND
 DO6116'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6116'WITNESS POSTS.
 DO6116'
 DO6116'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A TREE
 DO6116'LINE  NORTH OF THE STATION EXTENDING HIGHER THAN 50 DEGREES ABOVE THE
 DO6116'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6117 ***********************************************************************
 DO6117  DESIGNATION -  8D66
 DO6117  PID         -  DO6117
 DO6117  STATE/COUNTY-  WI/BAYFIELD
 DO6117  COUNTRY     -  US
 DO6117  USGS QUAD   -  DRUMMOND (2018)
 DO6117
 DO6117                         *CURRENT SURVEY CONTROL
 DO6117  ______________________________________________________________________
 DO6117* NAD 83(1986) POSITION- 46 20 01.0    (N) 091 16 59.6    (W)   HD_HELD2
 DO6117* NAVD 88 ORTHO HEIGHT -   395.965 (meters)     1299.10  (feet) ADJUSTED
 DO6117  ______________________________________________________________________
 DO6117  GEOID HEIGHT    -        -28.838 (meters)                     GEOID18
 DO6117  DYNAMIC HEIGHT  -        395.994 (meters)     1299.19  (feet) COMP
 DO6117  MODELED GRAVITY -    980,676.5   (mgal)                       NAVD 88
 DO6117
 DO6117  VERT ORDER      -  SECOND    CLASS I
 DO6117
 DO6117.The horizontal coordinates were established by autonomous hand held GPS
 DO6117.observations and have an estimated accuracy of +/- 10 meters.
 DO6117
 DO6117.The orthometric height was determined by differential leveling and
 DO6117.adjusted by the NATIONAL GEODETIC SURVEY
 DO6117.in February 2017.
 DO6117
 DO6117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6117.GEOID18 height accuracy estimate available here.
 DO6117
 DO6117.Click photographs - Photos may exist for this station.
 DO6117
 DO6117.The dynamic height is computed by dividing the NAVD 88
 DO6117.geopotential number by the normal gravity value computed on the
 DO6117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6117.degrees latitude (g = 980.6199 gals.).
 DO6117
 DO6117.The modeled gravity was interpolated from observed gravity values.
 DO6117
 DO6117;                    North         East    Units  Estimated Accuracy
 DO6117;SPC WI N     -   130,498.      501,206.      MT  (+/- 10 meters HH2 GPS)
 DO6117
 DO6117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3213132547(NAD 83)
 DO6117
 DO6117                          SUPERSEDED SURVEY CONTROL
 DO6117
 DO6117  NAVD 88 (07/25/13)  395.973  (m)         1299.12   (f) SUPERSEDED  2 1
 DO6117
 DO6117.Superseded values are not recommended for survey control.
 DO6117
 DO6117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6117.See file dsdata.pdf to determine how the superseded data were derived.
 DO6117
 DO6117_MARKER: DD = SURVEY DISK
 DO6117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6117_STAMPING: 8D66 2010
 DO6117_MARK LOGO: WIDT
 DO6117_PROJECTION: FLUSH
 DO6117_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6117+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2012
 DO6117
 DO6117  HISTORY     - Date     Condition        Report By
 DO6117  HISTORY     - 2011     MONUMENTED       WIDT
 DO6117  HISTORY     - 20120826 GOOD             WIDT
 DO6117
 DO6117                          STATION DESCRIPTION
 DO6117
 DO6117'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6117'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST-SOUTHWEST OF GRAND
 DO6117'VIEW, 8.7 MI (14.0 KM) NORTH OF CABLE AND 1.2 MI (2.0 KM) WEST OF
 DO6117'DRUMMOND.
 DO6117'
 DO6117'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 WITH COUNTY
 DO6117'HIGHWAY N LOCATED APPROXIMATELY 24 MI (38.6 KM) NORTHEAST OF THE CITY
 DO6117'OF HAYWARD AND IN THE COMMUNITY OF DRUMMOND, GO WEST-NORTHWEST ON
 DO6117'COUNTY HIGHWAY N FOR 0.9 MI (1.4 KM) TO FOREST ROAD 800 ON THE LEFT
 DO6117'AND THE STATION ON THE LEFT.
 DO6117'
 DO6117'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6117'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6117'INCH) DIAMETER CONCRETE POST 6.0 FT (1.8 M) DEEP, FLUSH WITH THE
 DO6117'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6117'IS 33.4 M (109.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY
 DO6117'HIGHWAY N, 26.7 M (87.6 FT) SOUTHWEST OF A TELEPHONE JUNCTION BOX --D
 DO6117'5--, 21.6 M (70.9 FT) SOUTH-SOUTHWEST OF A BROWN FIBERGLASS SIGN POST,
 DO6117'12.9 M (42.3 FT) EAST OF A 60-CM (24 INCH) DIAMETER WHITE PINE TREE, 8
 DO6117'M (26.2 FT) WEST OF THE CENTER OF FOREST ROAD 800, AND LOCATED IN THE
 DO6117'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6117'
 DO6117'NOTE-THIS STATION IS OBSTRUCTED BY TREES IN ALL DIRECTIONS EXTENDING
 DO6117'AND NOT SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6035 ***********************************************************************
 DO6035  DESIGNATION -  8D67
 DO6035  PID         -  DO6035
 DO6035  STATE/COUNTY-  WI/BAYFIELD
 DO6035  COUNTRY     -  US
 DO6035  USGS QUAD   -  DIAMOND LAKE (2018)
 DO6035
 DO6035                         *CURRENT SURVEY CONTROL
 DO6035  ______________________________________________________________________
 DO6035* NAD 83(1986) POSITION- 46 20 25.68   (N) 091 14 15.91   (W)   HD_HELD1
 DO6035* NAVD 88 ORTHO HEIGHT -   397.707 (meters)     1304.81  (feet) ADJUSTED
 DO6035  ______________________________________________________________________
 DO6035  GEOID HEIGHT    -        -29.064 (meters)                     GEOID18
 DO6035  DYNAMIC HEIGHT  -        397.736 (meters)     1304.91  (feet) COMP
 DO6035  MODELED GRAVITY -    980,673.5   (mgal)                       NAVD 88
 DO6035
 DO6035  VERT ORDER      -  SECOND    CLASS I
 DO6035
 DO6035.The horizontal coordinates were determined by differentially corrected
 DO6035.hand held GPS observations or other comparable positioning techniques
 DO6035.and have an estimated accuracy of +/- 3 meters.
 DO6035
 DO6035.The orthometric height was determined by differential leveling and
 DO6035.adjusted by the NATIONAL GEODETIC SURVEY
 DO6035.in February 2017.
 DO6035
 DO6035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6035.GEOID18 height accuracy estimate available here.
 DO6035
 DO6035.Click photographs - Photos may exist for this station.
 DO6035
 DO6035.The dynamic height is computed by dividing the NAVD 88
 DO6035.geopotential number by the normal gravity value computed on the
 DO6035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6035.degrees latitude (g = 980.6199 gals.).
 DO6035
 DO6035.The modeled gravity was interpolated from observed gravity values.
 DO6035
 DO6035;                    North         East    Units  Estimated Accuracy
 DO6035;SPC WI N     -   131,204.7     504,718.0     MT  (+/- 3 meters HH1 GPS) 
 DO6035
 DO6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3561433385(NAD 83)
 DO6035
 DO6035                          SUPERSEDED SURVEY CONTROL
 DO6035
 DO6035  NAVD 88 (07/25/13)  397.716  (m)         1304.84   (f) SUPERSEDED  2 1
 DO6035
 DO6035.Superseded values are not recommended for survey control.
 DO6035
 DO6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6035.See file dsdata.pdf to determine how the superseded data were derived.
 DO6035
 DO6035_MARKER: DD = SURVEY DISK
 DO6035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6035_STAMPING: 8D67 2010
 DO6035_MARK LOGO: WIDT
 DO6035_PROJECTION: FLUSH
 DO6035_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6035+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2012
 DO6035
 DO6035  HISTORY     - Date     Condition        Report By
 DO6035  HISTORY     - 2010     MONUMENTED       WIDT
 DO6035  HISTORY     - 20120829 GOOD             WIDT
 DO6035
 DO6035                          STATION DESCRIPTION
 DO6035
 DO6035'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6035'THE STATION IS LOCATED ABOUT 9.3 MI (14.9 KM) SOUTH OF DELTA, 6.5 MI
 DO6035'(10.4 KM) WEST-SOUTHWEST OF GRAND VIEW AND 1.0 MI (1.6 KM)
 DO6035'EAST-NORTHEAST OF DRUMMOND.
 DO6035'
 DO6035'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 WITH COUNTY
 DO6035'HIGHWAY N LOCATED APPROXIMATELY 24 MI (38.6 KM) NORTHEAST OF THE CITY
 DO6035'OF HAYWARD AND IN THE COMMUNITY OF DRUMMOND, GO NORTHEAST ON U.S.
 DO6035'HIGHWAY 63 FOR 1.6 MI (2.6 KM) TO OLD 63 N ON THE LEFT AND THE STATION
 DO6035'ON THE LEFT.
 DO6035'
 DO6035'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6035'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6035'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6035'GROUND AND APPROXIMATELY 3 M (9.8 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DO6035'STATION IS 21.4 M (70.2 FT) NORTHWEST OF THE CENTERLINE OF U.S.
 DO6035'HIGHWAY 63, 19 M (62.3 FT) EAST OF THE CENTERLINE OF OLD 63 N, 26.3 M
 DO6035'(86.3 FT) EAST OF A --STOP-- SIGN, 23.4 M (76.8 FT) NORTHEAST OF A
 DO6035'--45 MPH-- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6035'THREE WHITE PLASTIC WITNESS POSTS.
 DO6035'
 DO6035'NOTE-THIS STATION IS CLEAR OF OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DO6035'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE 11 M (36.1 FT) TO THE
 DO6035'NORTH OF THE STATION EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6034 ***********************************************************************
 DO6034  DESIGNATION -  8D68
 DO6034  PID         -  DO6034
 DO6034  STATE/COUNTY-  WI/BAYFIELD
 DO6034  COUNTRY     -  US
 DO6034  USGS QUAD   -  DIAMOND LAKE (2018)
 DO6034
 DO6034                         *CURRENT SURVEY CONTROL
 DO6034  ______________________________________________________________________
 DO6034* NAD 83(1986) POSITION- 46 20 43.5    (N) 091 12 05.7    (W)   HD_HELD2
 DO6034* NAVD 88 ORTHO HEIGHT -   390.071 (meters)     1279.76  (feet) ADJUSTED
 DO6034  ______________________________________________________________________
 DO6034  GEOID HEIGHT    -        -29.247 (meters)                     GEOID18
 DO6034  DYNAMIC HEIGHT  -        390.097 (meters)     1279.84  (feet) COMP
 DO6034  MODELED GRAVITY -    980,668.7   (mgal)                       NAVD 88
 DO6034
 DO6034  VERT ORDER      -  SECOND    CLASS I
 DO6034
 DO6034.The horizontal coordinates were established by autonomous hand held GPS
 DO6034.observations and have an estimated accuracy of +/- 10 meters.
 DO6034
 DO6034.The orthometric height was determined by differential leveling and
 DO6034.adjusted by the NATIONAL GEODETIC SURVEY
 DO6034.in February 2017.
 DO6034
 DO6034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6034.GEOID18 height accuracy estimate available here.
 DO6034
 DO6034.Click photographs - Photos may exist for this station.
 DO6034
 DO6034.The dynamic height is computed by dividing the NAVD 88
 DO6034.geopotential number by the normal gravity value computed on the
 DO6034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6034.degrees latitude (g = 980.6199 gals.).
 DO6034
 DO6034.The modeled gravity was interpolated from observed gravity values.
 DO6034
 DO6034;                    North         East    Units  Estimated Accuracy
 DO6034;SPC WI N     -   131,712.      507,510.      MT  (+/- 10 meters HH2 GPS)
 DO6034
 DO6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3838533998(NAD 83)
 DO6034
 DO6034                          SUPERSEDED SURVEY CONTROL
 DO6034
 DO6034  NAVD 88 (07/25/13)  390.080  (m)         1279.79   (f) SUPERSEDED  2 1
 DO6034
 DO6034.Superseded values are not recommended for survey control.
 DO6034
 DO6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6034.See file dsdata.pdf to determine how the superseded data were derived.
 DO6034
 DO6034_MARKER: DD = SURVEY DISK
 DO6034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6034_STAMPING: 8D68 2010
 DO6034_MARK LOGO: WIDT
 DO6034_PROJECTION: FLUSH
 DO6034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6034+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2012
 DO6034
 DO6034  HISTORY     - Date     Condition        Report By
 DO6034  HISTORY     - 2010     MONUMENTED       WIDT
 DO6034  HISTORY     - 20120829 GOOD             WIDT
 DO6034
 DO6034                          STATION DESCRIPTION
 DO6034
 DO6034'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6034'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHWEST OF MASON, 4.7
 DO6034'MI (7.6 KM) WEST-SOUTHWEST OF GRAND VIEW AND 2.7 MI (4.4 KM)
 DO6034'EAST-NORTHEAST OF DRUMMOND.
 DO6034'
 DO6034'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 WITH COUNTY
 DO6034'HIGHWAY N LOCATED APPROXIMATELY 24 MI (38.6 KM) NORTHEAST OF THE CITY
 DO6034'OF HAYWARD AND IN THE COMMUNITY OF DRUMMOND, GO NORTHEAST THEN EAST ON
 DO6034'U.S. HIGHWAY 63 FOR 3.2 MI (5.1 KM) TO OLD 63 S (FOREST ROAD 217) ON
 DO6034'THE RIGHT.  CONTINUE NORTHEAST ON U.S. HIGHWAY 63 FOR 0.3 MI (0.5 KM)
 DO6034'TO THE STATION ON THE LEFT.
 DO6034'
 DO6034'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6034'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6034'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6034'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6034'IS 13.1 M (43.0 FT) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 63,
 DO6034'81.8 FT (24.9 M) SOUTHWEST OF A WHITE AND BLACK PLASTIC CULVERT MARKER
 DO6034'POST, 75.4 M (247.4 FT) NORTHEAST OF A YELLOW RIGHT-OF-WAY POST, 43.0
 DO6034'M (141.1 FT) NORTHEAST OF A --CURVE RIGHT-- SIGN, AND LOCATED IN THE
 DO6034'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6034'
 DO6034'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 30
 DO6034'DEGREES ABOVE THE HORIZON AND A TREE LINE 9 M (29.5 FT) TO THE
 DO6034'NORTHEAST OF THE STATION EXTENDING TO GREATER THAN 60 DEGREES ABOVE
 DO6034'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6033 ***********************************************************************
 DO6033  DESIGNATION -  8D69
 DO6033  PID         -  DO6033
 DO6033  STATE/COUNTY-  WI/BAYFIELD
 DO6033  COUNTRY     -  US
 DO6033  USGS QUAD   -  DIAMOND LAKE (2018)
 DO6033
 DO6033                         *CURRENT SURVEY CONTROL
 DO6033  ______________________________________________________________________
 DO6033* NAD 83(1986) POSITION- 46 21 32.4    (N) 091 09 25.4    (W)   HD_HELD2
 DO6033* NAVD 88 ORTHO HEIGHT -   353.004 (meters)     1158.15  (feet) ADJUSTED
 DO6033  ______________________________________________________________________
 DO6033  GEOID HEIGHT    -        -29.519 (meters)                     GEOID18
 DO6033  DYNAMIC HEIGHT  -        353.026 (meters)     1158.22  (feet) COMP
 DO6033  MODELED GRAVITY -    980,665.8   (mgal)                       NAVD 88
 DO6033
 DO6033  VERT ORDER      -  SECOND    CLASS I
 DO6033
 DO6033.The horizontal coordinates were established by autonomous hand held GPS
 DO6033.observations and have an estimated accuracy of +/- 10 meters.
 DO6033
 DO6033.The orthometric height was determined by differential leveling and
 DO6033.adjusted by the NATIONAL GEODETIC SURVEY
 DO6033.in February 2017.
 DO6033
 DO6033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6033.GEOID18 height accuracy estimate available here.
 DO6033
 DO6033.Click photographs - Photos may exist for this station.
 DO6033
 DO6033.The dynamic height is computed by dividing the NAVD 88
 DO6033.geopotential number by the normal gravity value computed on the
 DO6033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6033.degrees latitude (g = 980.6199 gals.).
 DO6033
 DO6033.The modeled gravity was interpolated from observed gravity values.
 DO6033
 DO6033;                    North         East    Units  Estimated Accuracy
 DO6033;SPC WI N     -   133,171.      510,960.      MT  (+/- 10 meters HH2 GPS)
 DO6033
 DO6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4177635586(NAD 83)
 DO6033
 DO6033                          SUPERSEDED SURVEY CONTROL
 DO6033
 DO6033  NAVD 88 (07/25/13)  353.013  (m)         1158.18   (f) SUPERSEDED  2 1
 DO6033
 DO6033.Superseded values are not recommended for survey control.
 DO6033
 DO6033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6033.See file dsdata.pdf to determine how the superseded data were derived.
 DO6033
 DO6033_MARKER: DD = SURVEY DISK
 DO6033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6033_STAMPING: 8D69 2010
 DO6033_MARK LOGO: WIDT
 DO6033_PROJECTION: FLUSH
 DO6033_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6033+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2012
 DO6033
 DO6033  HISTORY     - Date     Condition        Report By
 DO6033  HISTORY     - 2011     MONUMENTED       WIDT
 DO6033  HISTORY     - 20120905 GOOD             WIDT
 DO6033
 DO6033                          STATION DESCRIPTION
 DO6033
 DO6033'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6033'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF MASON, 5.0
 DO6033'MI (8.1 KM) EAST-NORTHEAST OF DRUMMOND AND 2.4 MI (3.9 KM)
 DO6033'WEST-SOUTHWEST OF GRAND VIEW.
 DO6033'
 DO6033'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 WITH COUNTY
 DO6033'HIGHWAY D LOCATED APPROXIMATELY 19 MI (30.6 KM) SOUTHWEST OF THE CITY
 DO6033'OF ASHLAND AND IN THE COMMUNITY OF GRAND VIEW, GO WEST ON U.S. HIGHWAY
 DO6033'63 FOR 0.3 MI (0.5 KM) TO OLD 63 S ON THE LEFT.  CONTINUE WEST THEN
 DO6033'SOUTHWEST ON U.S. HIGHWAY 63 FOR 2.2 MI (3.5 KM) TO THE STATION ON THE
 DO6033'RIGHT.
 DO6033'
 DO6033'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6033'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6033'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6033'GROUND AND APPROXIMATELY 1.0 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 DO6033'THE STATION IS 18.3 M (60.0 FT) NORTHWEST OF THE CENTERLINE OF U.S.
 DO6033'HIGHWAY 63, 137.3 M (450.5 FT) NORTHEAST OF A --NO PASSING ZONE--
 DO6033'SIGN, 111 M (364.2 FT) SOUTHWEST OF THE CENTER OF A PRIVATE DRIVE
 DO6033'-19860-, 7.2 M (23.6 FT) NORTHEAST OF A YELLOW METAL RIGHT-OF-WAY
 DO6033'SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6033'PLASTIC WITNESS POSTS.
 DO6033'
 DO6033'NOTE-THIS STATION IS LOCATED ALONG A TREE LINE TO THE NORTHEAST AND IS
 DO6033'NOT SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6032 ***********************************************************************
 DO6032  DESIGNATION -  8D70
 DO6032  PID         -  DO6032
 DO6032  STATE/COUNTY-  WI/BAYFIELD
 DO6032  COUNTRY     -  US
 DO6032  USGS QUAD   -  GRAND VIEW (2018)
 DO6032
 DO6032                         *CURRENT SURVEY CONTROL
 DO6032  ______________________________________________________________________
 DO6032* NAD 83(1986) POSITION- 46 22 02.0    (N) 091 06 55.6    (W)   HD_HELD2
 DO6032* NAVD 88 ORTHO HEIGHT -   324.135 (meters)     1063.43  (feet) ADJUSTED
 DO6032  ______________________________________________________________________
 DO6032  GEOID HEIGHT    -        -29.766 (meters)                     GEOID18
 DO6032  DYNAMIC HEIGHT  -        324.155 (meters)     1063.50  (feet) COMP
 DO6032  MODELED GRAVITY -    980,667.6   (mgal)                       NAVD 88
 DO6032
 DO6032  VERT ORDER      -  SECOND    CLASS I
 DO6032
 DO6032.The horizontal coordinates were established by autonomous hand held GPS
 DO6032.observations and have an estimated accuracy of +/- 10 meters.
 DO6032
 DO6032.The orthometric height was determined by differential leveling and
 DO6032.adjusted by the NATIONAL GEODETIC SURVEY
 DO6032.in February 2017.
 DO6032
 DO6032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6032.GEOID18 height accuracy estimate available here.
 DO6032
 DO6032.Click photographs - Photos may exist for this station.
 DO6032
 DO6032.The dynamic height is computed by dividing the NAVD 88
 DO6032.geopotential number by the normal gravity value computed on the
 DO6032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6032.degrees latitude (g = 980.6199 gals.).
 DO6032
 DO6032.The modeled gravity was interpolated from observed gravity values.
 DO6032
 DO6032;                    North         East    Units  Estimated Accuracy
 DO6032;SPC WI N     -   134,039.      514,174.      MT  (+/- 10 meters HH2 GPS)
 DO6032
 DO6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4495536575(NAD 83)
 DO6032
 DO6032                          SUPERSEDED SURVEY CONTROL
 DO6032
 DO6032  NAVD 88 (07/25/13)  324.145  (m)         1063.47   (f) SUPERSEDED  2 1
 DO6032
 DO6032.Superseded values are not recommended for survey control.
 DO6032
 DO6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6032.See file dsdata.pdf to determine how the superseded data were derived.
 DO6032
 DO6032_MARKER: DD = SURVEY DISK
 DO6032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6032_STAMPING: 8D70 2010
 DO6032_MARK LOGO: WIDT
 DO6032_PROJECTION: FLUSH
 DO6032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6032+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 DO6032
 DO6032  HISTORY     - Date     Condition        Report By
 DO6032  HISTORY     - 2010     MONUMENTED       WIDT
 DO6032  HISTORY     - 20120906 GOOD             WIDT
 DO6032
 DO6032                          STATION DESCRIPTION
 DO6032
 DO6032'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6032'THE STATION IS LOCATED ABOUT 7.1 MI (11.5 KM) EAST-NORTHEAST OF
 DO6032'DRUMMOND, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF MASON AND JUST WEST OF
 DO6032'THE COMMUNITY OF GRAND VIEW.
 DO6032'
 DO6032'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 WITH COUNTY
 DO6032'HIGHWAY D LOCATED APPROXIMATELY 19 MI (30.6 KM) SOUTHWEST OF THE CITY
 DO6032'OF ASHLAND, GO WEST ON U.S. HIGHWAY 63 FOR 0.3 MI (0.5 KM) TO OLD 63 S
 DO6032'ON THE LEFT.  CONTINUE WEST ON U.S. HIGHWAY 63 FOR 0.15 MI (0.2 KM) TO
 DO6032'THE STATION ON THE LEFT.
 DO6032'
 DO6032'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6032'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6032'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6032'GROUND AND APPROXIMATELY 4 M (13.1 FT) ABOVE THE HIGHWAY PAVEMENT.
 DO6032'THE STATION IS 24.8 M (81.4 FT) SOUTH OF THE CENTERLINE OF U.S.
 DO6032'HIGHWAY 63, 92.1 M (302.2 FT) EAST OF A --40 MPH SPEED LIMIT AHEAD--
 DO6032'SIGN, 35.2 M (115.5 FT) EAST-SOUTHEAST OF THE EASTERNMOST WOODEN POST
 DO6032'FOR A METAL GUARD RAIL, 30.5 M (100.1 FT) SOUTHWEST OF A --GRAND VIEW
 DO6032'POPULATION-- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6032'THREE WHITE PLASTIC WITNESS POSTS.
 DO6032'
 DO6032'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6032'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6031 ***********************************************************************
 DO6031  DESIGNATION -  8D71
 DO6031  PID         -  DO6031
 DO6031  STATE/COUNTY-  WI/BAYFIELD
 DO6031  COUNTRY     -  US
 DO6031  USGS QUAD   -  GRAND VIEW (2018)
 DO6031
 DO6031                         *CURRENT SURVEY CONTROL
 DO6031  ______________________________________________________________________
 DO6031* NAD 83(1986) POSITION- 46 22 22.7    (N) 091 04 25.9    (W)   HD_HELD2
 DO6031* NAVD 88 ORTHO HEIGHT -   290.683 (meters)      953.68  (feet) ADJUSTED
 DO6031  ______________________________________________________________________
 DO6031  GEOID HEIGHT    -        -29.995 (meters)                     GEOID18
 DO6031  DYNAMIC HEIGHT  -        290.696 (meters)      953.73  (feet) COMP
 DO6031  MODELED GRAVITY -    980,652.8   (mgal)                       NAVD 88
 DO6031
 DO6031  VERT ORDER      -  SECOND    CLASS I
 DO6031
 DO6031.The horizontal coordinates were established by autonomous hand held GPS
 DO6031.observations and have an estimated accuracy of +/- 10 meters.
 DO6031
 DO6031.The orthometric height was determined by differential leveling and
 DO6031.adjusted by the NATIONAL GEODETIC SURVEY
 DO6031.in February 2017.
 DO6031
 DO6031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6031.GEOID18 height accuracy estimate available here.
 DO6031
 DO6031.Click photographs - Photos may exist for this station.
 DO6031
 DO6031.The dynamic height is computed by dividing the NAVD 88
 DO6031.geopotential number by the normal gravity value computed on the
 DO6031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6031.degrees latitude (g = 980.6199 gals.).
 DO6031
 DO6031.The modeled gravity was interpolated from observed gravity values.
 DO6031
 DO6031;                    North         East    Units  Estimated Accuracy
 DO6031;SPC WI N     -   134,634.      517,382.      MT  (+/- 10 meters HH2 GPS)
 DO6031
 DO6031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4813837291(NAD 83)
 DO6031
 DO6031                          SUPERSEDED SURVEY CONTROL
 DO6031
 DO6031  NAVD 88 (07/25/13)  290.693  (m)          953.72   (f) SUPERSEDED  2 1
 DO6031
 DO6031.Superseded values are not recommended for survey control.
 DO6031
 DO6031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6031.See file dsdata.pdf to determine how the superseded data were derived.
 DO6031
 DO6031_MARKER: DD = SURVEY DISK
 DO6031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6031_STAMPING: 8D71 2010
 DO6031_MARK LOGO: WIDT
 DO6031_PROJECTION: FLUSH
 DO6031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6031+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 DO6031
 DO6031  HISTORY     - Date     Condition        Report By
 DO6031  HISTORY     - 2010     MONUMENTED       WIDT
 DO6031  HISTORY     - 20120906 GOOD             WIDT
 DO6031
 DO6031                          STATION DESCRIPTION
 DO6031
 DO6031'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6031'THE STATION IS LOCATED ABOUT 8.9 MI (14.4 KM) WEST-SOUTHWEST OF
 DO6031'SANBORN, 4.4 MI (7.0 KM) SOUTH OF MASON AND 1.7 MI (2.7 KM)
 DO6031'EAST-NORTHEAST OF GRAND VIEW.
 DO6031'
 DO6031'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 WITH COUNTY
 DO6031'HIGHWAY D LOCATED APPROXIMATELY 19 MI (30.6 KM) SOUTHWEST OF THE CITY
 DO6031'OF ASHLAND AND IN THE COMMUNITY OF GRAND VIEW, GO EAST THEN NORTHEAST
 DO6031'ON U.S. HIGHWAY 63 FOR 1.4 MI (2.3 KM) TO SWEDEN ROAD ON THE LEFT AND
 DO6031'DYBEDAL ROAD ON THE RIGHT.  CONTINUE NORTHEAST ON U.S. HIGHWAY 63 FOR
 DO6031'0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.
 DO6031'
 DO6031'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6031'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6031'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6031'GROUND AND APPROXIMATELY 1.0 M (3.3 FT) LOWER THAN THE HIGHWAY
 DO6031'PAVEMENT.  THE STATION IS 10.2 M (33.5 FT) SOUTHEAST OF THE CENTERLINE
 DO6031'OF U.S. HIGHWAY 63, 136 M (446.2 FT) SOUTHWEST OF THE CENTER OF A
 DO6031'PRIVATE DRIVE -55050-, 68.9 M (226.0 FT) NORTHWEST OF A POWER POLE
 DO6031'LOCATED WITHIN A HORSE PASTURE, 13.4 M (44.0 FT) NORTHWEST OF A FENCE
 DO6031'LINE FOR A HORSE PASTURE, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6031'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6031'
 DO6031'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6031'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6030 ***********************************************************************
 DO6030  DESIGNATION -  8D72
 DO6030  PID         -  DO6030
 DO6030  STATE/COUNTY-  WI/BAYFIELD
 DO6030  COUNTRY     -  US
 DO6030  USGS QUAD   -  MASON (2018)
 DO6030
 DO6030                         *CURRENT SURVEY CONTROL
 DO6030  ______________________________________________________________________
 DO6030* NAD 83(1986) POSITION- 46 24 16.0    (N) 091 03 04.4    (W)   HD_HELD2
 DO6030* NAVD 88 ORTHO HEIGHT -   277.195 (meters)      909.43  (feet) ADJUSTED
 DO6030  ______________________________________________________________________
 DO6030  GEOID HEIGHT    -        -30.286 (meters)                     GEOID18
 DO6030  DYNAMIC HEIGHT  -        277.206 (meters)      909.47  (feet) COMP
 DO6030  MODELED GRAVITY -    980,646.6   (mgal)                       NAVD 88
 DO6030
 DO6030  VERT ORDER      -  SECOND    CLASS I
 DO6030
 DO6030.The horizontal coordinates were established by autonomous hand held GPS
 DO6030.observations and have an estimated accuracy of +/- 10 meters.
 DO6030
 DO6030.The orthometric height was determined by differential leveling and
 DO6030.adjusted by the NATIONAL GEODETIC SURVEY
 DO6030.in February 2017.
 DO6030
 DO6030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6030.GEOID18 height accuracy estimate available here.
 DO6030
 DO6030.Click photographs - Photos may exist for this station.
 DO6030
 DO6030.The dynamic height is computed by dividing the NAVD 88
 DO6030.geopotential number by the normal gravity value computed on the
 DO6030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6030.degrees latitude (g = 980.6199 gals.).
 DO6030
 DO6030.The modeled gravity was interpolated from observed gravity values.
 DO6030
 DO6030;                    North         East    Units  Estimated Accuracy
 DO6030;SPC WI N     -   138,109.      519,170.      MT  (+/- 10 meters HH2 GPS)
 DO6030
 DO6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4979340830(NAD 83)
 DO6030
 DO6030                          SUPERSEDED SURVEY CONTROL
 DO6030
 DO6030  NAVD 88 (07/25/13)  277.207  (m)          909.47   (f) SUPERSEDED  2 1
 DO6030
 DO6030.Superseded values are not recommended for survey control.
 DO6030
 DO6030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6030.See file dsdata.pdf to determine how the superseded data were derived.
 DO6030
 DO6030_MARKER: DD = SURVEY DISK
 DO6030_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DO6030_SP_SET: BRIDGE ABUTMENT
 DO6030_STAMPING: 8D72 2011
 DO6030_MARK LOGO: WIDT
 DO6030_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6030+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 DO6030
 DO6030  HISTORY     - Date     Condition        Report By
 DO6030  HISTORY     - 2011     MONUMENTED       WIDT
 DO6030  HISTORY     - 20120906 GOOD             WIDT
 DO6030
 DO6030                          STATION DESCRIPTION
 DO6030
 DO6030'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6030'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-SOUTHWEST OF
 DO6030'SANBORN, 3.7 MI (6.0 KM) NORTHEAST OF GRAND VIEW AND 2.2 MI (3.5 KM)
 DO6030'SOUTH OF MASON.
 DO6030'
 DO6030'TO REACH THE STATION FROM THE SOUTHERLY JUNCTION OF U.S. HIGHWAY 63
 DO6030'WITH COUNTY HIGHWAY E LOCATED APPROXIMATELY 15 MI (24.1 KM) SOUTHWEST
 DO6030'OF THE CITY OF ASHLAND, GO SOUTH ON U.S. HIGHWAY 63 FOR 0.5 MI (0.8
 DO6030'KM) TO A BRIDGE OVER BIBON CREEK AND THE STATION ON THE RIGHT.
 DO6030'
 DO6030'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6030'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6030'THE WEST END OF THE NORTH ABUTMENT OF BRIDGE B-04-52-90 AND LEVEL WITH
 DO6030'THE HIGHWAY PAVEMENT.  THE STATION IS 6.0 M (19.7 FT) WEST OF THE
 DO6030'CENTERLINE OF U.S. HIGHWAY 63, 14.4 M (47.2 FT) NORTH OF AN EXPANSION
 DO6030'JOINT, AND 0.5 M (1.6 FT) SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS
 DO6030'POST.
 DO6030'
 DO6030'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6030'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE SOUTHWEST EXTENDING
 DO6030'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6029 ***********************************************************************
 DO6029  DESIGNATION -  8D73
 DO6029  PID         -  DO6029
 DO6029  STATE/COUNTY-  WI/BAYFIELD
 DO6029  COUNTRY     -  US
 DO6029  USGS QUAD   -  MASON (2018)
 DO6029
 DO6029                         *CURRENT SURVEY CONTROL
 DO6029  ______________________________________________________________________
 DO6029* NAD 83(1986) POSITION- 46 24 40.8    (N) 091 03 03.6    (W)   HD_HELD2
 DO6029* NAVD 88 ORTHO HEIGHT -   278.402 (meters)      913.39  (feet) ADJUSTED
 DO6029  ______________________________________________________________________
 DO6029  GEOID HEIGHT    -        -30.327 (meters)                     GEOID18
 DO6029  DYNAMIC HEIGHT  -        278.413 (meters)      913.43  (feet) COMP
 DO6029  MODELED GRAVITY -    980,645.9   (mgal)                       NAVD 88
 DO6029
 DO6029  VERT ORDER      -  SECOND    CLASS I
 DO6029
 DO6029.The horizontal coordinates were established by autonomous hand held GPS
 DO6029.observations and have an estimated accuracy of +/- 10 meters.
 DO6029
 DO6029.The orthometric height was determined by differential leveling and
 DO6029.adjusted by the NATIONAL GEODETIC SURVEY
 DO6029.in February 2017.
 DO6029
 DO6029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6029.GEOID18 height accuracy estimate available here.
 DO6029
 DO6029.Click photographs - Photos may exist for this station.
 DO6029
 DO6029.The dynamic height is computed by dividing the NAVD 88
 DO6029.geopotential number by the normal gravity value computed on the
 DO6029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6029.degrees latitude (g = 980.6199 gals.).
 DO6029
 DO6029.The modeled gravity was interpolated from observed gravity values.
 DO6029
 DO6029;                    North         East    Units  Estimated Accuracy
 DO6029;SPC WI N     -   138,874.      519,198.      MT  (+/- 10 meters HH2 GPS)
 DO6029
 DO6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4979141596(NAD 83)
 DO6029
 DO6029                          SUPERSEDED SURVEY CONTROL
 DO6029
 DO6029  NAVD 88 (07/25/13)  278.414  (m)          913.43   (f) SUPERSEDED  2 1
 DO6029
 DO6029.Superseded values are not recommended for survey control.
 DO6029
 DO6029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6029.See file dsdata.pdf to determine how the superseded data were derived.
 DO6029
 DO6029_MARKER: DD = SURVEY DISK
 DO6029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6029_STAMPING: 8D73 2010
 DO6029_MARK LOGO: WIDT
 DO6029_PROJECTION: FLUSH
 DO6029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6029+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2012
 DO6029
 DO6029  HISTORY     - Date     Condition        Report By
 DO6029  HISTORY     - 2010     MONUMENTED       WIDT
 DO6029  HISTORY     - 20120907 GOOD             WIDT
 DO6029
 DO6029                          STATION DESCRIPTION
 DO6029
 DO6029'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6029'THE STATION IS LOCATED ABOUT 7.0 MI (11.2 KM) WEST-SOUTHWEST OF
 DO6029'SANBORN, 4.1 MI (6.6 KM) NORTHEAST OF GRAND VIEW AND 1.7 MI (2.7 KM)
 DO6029'SOUTH-SOUTHEAST OF MASON.
 DO6029'
 DO6029'TO REACH THE STATION FROM THE SOUTHERLY JUNCTION OF U.S. HIGHWAY 63
 DO6029'WITH COUNTY HIGHWAY E LOCATED APPROXIMATELY 15 MI (24.1 KM) SOUTHWEST
 DO6029'OF THE CITY OF ASHLAND, GO SOUTH ON U.S. HIGHWAY 63 FOR 0.1 MI (0.2
 DO6029'KM) TO THE STATION ON THE RIGHT.
 DO6029'
 DO6029'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6029'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DO6029'DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE GROUND AND
 DO6029'APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE
 DO6029'STATION IS 11.1 M (36.4 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 63,
 DO6029'54.8 M (179.8 FT) NORTHWEST OF A POWER POLE WITH FOUR GUY WIRES
 DO6029'--I-94/76--, 37 M (121.4 FT) NORTH OF THE CENTER OF AN AGRICULTURAL
 DO6029'GRASS FIELD ENTRANCE, 23 M (75.5 FT) SOUTH OF THE EXTENDED CENTER OF A
 DO6029'PRIVATE DRIVE -57850-, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6029'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6029'
 DO6029'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6029'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE EAST EXTENDING TO
 DO6029'25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6028 ***********************************************************************
 DO6028  DESIGNATION -  8D74
 DO6028  PID         -  DO6028
 DO6028  STATE/COUNTY-  WI/BAYFIELD
 DO6028  COUNTRY     -  US
 DO6028  USGS QUAD   -  MASON (2018)
 DO6028
 DO6028                         *CURRENT SURVEY CONTROL
 DO6028  ______________________________________________________________________
 DO6028* NAD 83(1986) POSITION- 46 24 48.9    (N) 091 00 41.6    (W)   HD_HELD2
 DO6028* NAVD 88 ORTHO HEIGHT -   303.249 (meters)      994.91  (feet) ADJUSTED
 DO6028  ______________________________________________________________________
 DO6028  GEOID HEIGHT    -        -30.490 (meters)                     GEOID18
 DO6028  DYNAMIC HEIGHT  -        303.259 (meters)      994.94  (feet) COMP
 DO6028  MODELED GRAVITY -    980,640.9   (mgal)                       NAVD 88
 DO6028
 DO6028  VERT ORDER      -  SECOND    CLASS I
 DO6028
 DO6028.The horizontal coordinates were established by autonomous hand held GPS
 DO6028.observations and have an estimated accuracy of +/- 10 meters.
 DO6028
 DO6028.The orthometric height was determined by differential leveling and
 DO6028.adjusted by the NATIONAL GEODETIC SURVEY
 DO6028.in February 2017.
 DO6028
 DO6028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6028.GEOID18 height accuracy estimate available here.
 DO6028
 DO6028.Click photographs - Photos may exist for this station.
 DO6028
 DO6028.The dynamic height is computed by dividing the NAVD 88
 DO6028.geopotential number by the normal gravity value computed on the
 DO6028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6028.degrees latitude (g = 980.6199 gals.).
 DO6028
 DO6028.The modeled gravity was interpolated from observed gravity values.
 DO6028
 DO6028;                    North         East    Units  Estimated Accuracy
 DO6028;SPC WI N     -   139,085.      522,233.      MT  (+/- 10 meters HH2 GPS)
 DO6028
 DO6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5281741922(NAD 83)
 DO6028
 DO6028                          SUPERSEDED SURVEY CONTROL
 DO6028
 DO6028  NAVD 88 (07/25/13)  303.261  (m)          994.95   (f) SUPERSEDED  2 1
 DO6028
 DO6028.Superseded values are not recommended for survey control.
 DO6028
 DO6028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6028.See file dsdata.pdf to determine how the superseded data were derived.
 DO6028
 DO6028_MARKER: DD = SURVEY DISK
 DO6028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6028_STAMPING: 8D74 2011
 DO6028_MARK LOGO: WIDT
 DO6028_PROJECTION: FLUSH
 DO6028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6028+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2012
 DO6028
 DO6028  HISTORY     - Date     Condition        Report By
 DO6028  HISTORY     - 2011     MONUMENTED       WIDT
 DO6028  HISTORY     - 20120907 GOOD             WIDT
 DO6028
 DO6028                          STATION DESCRIPTION
 DO6028
 DO6028'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6028'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTHEAST OF GRAND VIEW,
 DO6028'5.1 MI (8.2 KM) WEST-SOUTHWEST OF SANBORN AND 2.7 MI (4.4 KM)
 DO6028'EAST-SOUTHEAST OF MASON.
 DO6028'
 DO6028'TO REACH THE STATION FROM THE SOUTHERLY JUNCTION OF U.S. HIGHWAY 63
 DO6028'WITH COUNTY HIGHWAY EAST LOCATED APPROXIMATELY 15 MI (24.1 KM)
 DO6028'SOUTHWEST OF THE CITY OF ASHLAND, GO EAST ON COUNTY HIGHWAY E FOR 1.3
 DO6028'MI (2.1 KM) TO NELSON ROAD ON THE LEFT.  CONTINUE EAST ON COUNTY
 DO6028'HIGHWAY E FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DO6028'
 DO6028'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6028'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6028'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6028'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6028'IS 10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY E, 71.4
 DO6028'M (234.3 FT) EAST-SOUTHEAST OF A POWER POLE WITH A SINGLE GUY WIRE TO
 DO6028'THE SOUTH, 42.7 M (140.1 FT) SOUTHWEST OF A POWER POLE, 8 M (26.2 FT)
 DO6028'EAST OF THE CENTER OF AN AGRICULTURAL FIELD ENTRANCE, AND LOCATED IN
 DO6028'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6028'
 DO6028'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6028'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6027 ***********************************************************************
 DO6027  DESIGNATION -  8D75
 DO6027  PID         -  DO6027
 DO6027  STATE/COUNTY-  WI/BAYFIELD
 DO6027  COUNTRY     -  US
 DO6027  USGS QUAD   -  SANBORN (2018)
 DO6027
 DO6027                         *CURRENT SURVEY CONTROL
 DO6027  ______________________________________________________________________
 DO6027* NAD 83(1986) POSITION- 46 24 49.90   (N) 090 57 47.41   (W)   HD_HELD1
 DO6027* NAVD 88 ORTHO HEIGHT -   257.027 (meters)      843.26  (feet) ADJUSTED
 DO6027  ______________________________________________________________________
 DO6027  GEOID HEIGHT    -        -30.655 (meters)                     GEOID18
 DO6027  DYNAMIC HEIGHT  -        257.035 (meters)      843.29  (feet) COMP
 DO6027  MODELED GRAVITY -    980,636.8   (mgal)                       NAVD 88
 DO6027
 DO6027  VERT ORDER      -  SECOND    CLASS I
 DO6027
 DO6027.The horizontal coordinates were determined by differentially corrected
 DO6027.hand held GPS observations or other comparable positioning techniques
 DO6027.and have an estimated accuracy of +/- 3 meters.
 DO6027
 DO6027.The orthometric height was determined by differential leveling and
 DO6027.adjusted by the NATIONAL GEODETIC SURVEY
 DO6027.in February 2017.
 DO6027
 DO6027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6027.GEOID18 height accuracy estimate available here.
 DO6027
 DO6027.Click photographs - Photos may exist for this station.
 DO6027
 DO6027.The dynamic height is computed by dividing the NAVD 88
 DO6027.geopotential number by the normal gravity value computed on the
 DO6027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6027.degrees latitude (g = 980.6199 gals.).
 DO6027
 DO6027.The modeled gravity was interpolated from observed gravity values.
 DO6027
 DO6027;                    North         East    Units  Estimated Accuracy
 DO6027;SPC WI N     -   139,069.3     525,953.1     MT  (+/- 3 meters HH1 GPS) 
 DO6027
 DO6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5653442047(NAD 83)
 DO6027
 DO6027                          SUPERSEDED SURVEY CONTROL
 DO6027
 DO6027  NAVD 88 (07/25/13)  257.040  (m)          843.31   (f) SUPERSEDED  2 1
 DO6027
 DO6027.Superseded values are not recommended for survey control.
 DO6027
 DO6027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6027.See file dsdata.pdf to determine how the superseded data were derived.
 DO6027
 DO6027_MARKER: DD = SURVEY DISK
 DO6027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6027_STAMPING: 8D75 2011
 DO6027_MARK LOGO: WIDT
 DO6027_PROJECTION: PROJECTING 8 CENTIMETERS
 DO6027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6027+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2012
 DO6027
 DO6027  HISTORY     - Date     Condition        Report By
 DO6027  HISTORY     - 2011     MONUMENTED       WIDT
 DO6027  HISTORY     - 20120913 GOOD             WIDT
 DO6027
 DO6027                          STATION DESCRIPTION
 DO6027
 DO6027'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6027'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF MARENGO, 4.8 MI
 DO6027'(7.8 KM) EAST-SOUTHEAST OF MASON AND 2.9 MI (4.7 KM) WEST-SOUTHWEST OF
 DO6027'SANBORN.
 DO6027'
 DO6027'TO REACH THE STATION FROM THE SOUTHERLY JUNCTION OF U.S. HIGHWAY 63
 DO6027'WITH COUNTY HIGHWAY E LOCATED APPROXIMATELY 15 MI (24.1 KM) SOUTHWEST
 DO6027'OF THE CITY OF ASHLAND, GO EAST ON COUNTY HIGHWAY E FOR 4.0 MI (6.4
 DO6027'KM) TO PETERS ROAD ON THE LEFT.  CONTINUE EAST ON COUNTY HIGHWAY EAST
 DO6027'FOR 0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DO6027'
 DO6027'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6027'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6027'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 8 CM (3
 DO6027'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO6027'HIGHWAY PAVEMENT.  THE STATION IS 7.6 M (24.9 FT) SOUTH OF THE
 DO6027'CENTERLINE OF COUNTY HIGHWAY E, 176 M (577.4 FT) EAST OF THE CENTER OF
 DO6027'A PRIVATE DRIVE -29015-, 165 M (541.3 FT) WEST OF THE CENTERLINE OF
 DO6027'BLASER ROAD, 3.7 M (12.1 FT) NORTH OF AN OLD BARBED WIRE FENCE LINE,
 DO6027'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6027'WITNESS POSTS.
 DO6027'
 DO6027'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6027'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5281 ***********************************************************************
 DN5281  DESIGNATION -  8E01
 DN5281  PID         -  DN5281
 DN5281  STATE/COUNTY-  WI/BAYFIELD
 DN5281  COUNTRY     -  US
 DN5281  USGS QUAD   -  CLAM LAKE (2018)
 DN5281
 DN5281                         *CURRENT SURVEY CONTROL
 DN5281  ______________________________________________________________________
 DN5281* NAD 83(1986) POSITION- 46 11 01.9    (N) 090 58 53.4    (W)   HD_HELD2
 DN5281* NAVD 88 ORTHO HEIGHT -   456.854 (meters)     1498.86  (feet) ADJUSTED
 DN5281  ______________________________________________________________________
 DN5281  GEOID HEIGHT    -        -29.979 (meters)                     GEOID18
 DN5281  DYNAMIC HEIGHT  -        456.851 (meters)     1498.85  (feet) COMP
 DN5281  MODELED GRAVITY -    980,593.9   (mgal)                       NAVD 88
 DN5281
 DN5281  VERT ORDER      -  SECOND    CLASS I
 DN5281
 DN5281.The horizontal coordinates were established by autonomous hand held GPS
 DN5281.observations and have an estimated accuracy of +/- 10 meters.
 DN5281
 DN5281.The orthometric height was determined by differential leveling and
 DN5281.adjusted by the WI DEPT OF TRANSP
 DN5281.in May 2012.
 DN5281
 DN5281.No vertical observational check was made to the station.
 DN5281
 DN5281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5281.GEOID18 height accuracy estimate available here.
 DN5281
 DN5281.Click photographs - Photos may exist for this station.
 DN5281
 DN5281.The dynamic height is computed by dividing the NAVD 88
 DN5281.geopotential number by the normal gravity value computed on the
 DN5281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5281.degrees latitude (g = 980.6199 gals.).
 DN5281
 DN5281.The modeled gravity was interpolated from observed gravity values.
 DN5281
 DN5281;                    North         East    Units  Estimated Accuracy
 DN5281;SPC WI N     -   113,524.      524,228.      MT  (+/- 10 meters HH2 GPS)
 DN5281
 DN5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5577716456(NAD 83)
 DN5281
 DN5281                          SUPERSEDED SURVEY CONTROL
 DN5281
 DN5281.No superseded survey control is available for this station.
 DN5281
 DN5281_MARKER: DD = SURVEY DISK
 DN5281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5281_STAMPING: 8E01 2006
 DN5281_MARK LOGO: WIDT
 DN5281_PROJECTION: FLUSH
 DN5281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5281+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DN5281
 DN5281  HISTORY     - Date     Condition        Report By
 DN5281  HISTORY     - 2005     MONUMENTED       WIDT
 DN5281  HISTORY     - 20100414 GOOD             WIDT
 DN5281
 DN5281                          STATION DESCRIPTION
 DN5281
 DN5281'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5281'HIGHWAY M AND COUNTY HIGHWAY GG (NORTH) IN THE COMMUNITY OF CLAM LAKE,
 DN5281'GO NORTHWEST ON COUNTY HIGHWAY M AND COUNTY HIGHWAY GG FOR 0.15 MI
 DN5281'(0.2 KM) TO COUNTY HIGHWAY GG RIGHT AND COUNTY HIGHWAY M AHEAD.
 DN5281'CONTINUE NORTHWEST ON COUNTY HIGHWAY M FOR 1.3 MI (2.1 KM) TO THE
 DN5281'ASHLAND-BAYFIELD COUNTY LINE.  CONTINUE NORTHWEST AND WEST ON COUNTY
 DN5281'HIGHWAY M FOR 2.7 MI (4.3 KM) TO LAKE FIVE ROAD LEFT.  CONTINUE
 DN5281'NORTHWEST ON COUNTY HIGHWAY M FOR 28 M (91.9 FT) TO THE STATION ON THE
 DN5281'RIGHT.
 DN5281'
 DN5281'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5281'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5281'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5281'GROUND AND APPROXIMATELY 0.6 M (2.0 FT) HIGHER THAN THE HIGHWAY
 DN5281'PAVEMENT.
 DN5281'
 DN5281'THE STATION IS 8.8 M (28.9 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DN5281'HIGHWAY M, 28.3 M (92.8 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF
 DN5281'LAKE FIVE ROAD, 33.6 M (110.2 FT) NORTHEAST OF POWER POLE -F 164 AND
 DN5281'CLOSING CORNER 1- WITH ONE TRANSFORMER AND POWER LINES OVER THE
 DN5281'HIGHWAY, 28.1 M (92.2 FT) WEST OF THE TOP CENTER OF TELEPHONE PEDESTAL
 DN5281'-SA F NA B 20-, 26.9 M (88.3 FT) WEST OF THE TOP CENTER OF TELEPHONE
 DN5281'PEDESTAL -F 5-, 3.9 M (12.8 FT) WEST OF THE CENTERLINE OF A WOODS
 DN5281'ENTRANCE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5281'SURROUNDING THE STATION.
 DN5281'
 DN5281'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5281'QUADRANTS EXTENDING TO 60 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DN5281'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5280 ***********************************************************************
 DN5280  DESIGNATION -  8E02
 DN5280  PID         -  DN5280
 DN5280  STATE/COUNTY-  WI/BAYFIELD
 DN5280  COUNTRY     -  US
 DN5280  USGS QUAD   -  CLAM LAKE (2018)
 DN5280
 DN5280                         *CURRENT SURVEY CONTROL
 DN5280  ______________________________________________________________________
 DN5280* NAD 83(1986) POSITION- 46 10 46.4    (N) 090 56 24.2    (W)   HD_HELD2
 DN5280* NAVD 88 ORTHO HEIGHT -   444.412 (meters)     1458.04  (feet) ADJUSTED
 DN5280  ______________________________________________________________________
 DN5280  GEOID HEIGHT    -        -30.075 (meters)                     GEOID18
 DN5280  DYNAMIC HEIGHT  -        444.408 (meters)     1458.03  (feet) COMP
 DN5280  MODELED GRAVITY -    980,592.1   (mgal)                       NAVD 88
 DN5280
 DN5280  VERT ORDER      -  SECOND    CLASS I
 DN5280
 DN5280.The horizontal coordinates were established by autonomous hand held GPS
 DN5280.observations and have an estimated accuracy of +/- 10 meters.
 DN5280
 DN5280.The orthometric height was determined by differential leveling and
 DN5280.adjusted by the WI DEPT OF TRANSP
 DN5280.in May 2012.
 DN5280
 DN5280.No vertical observational check was made to the station.
 DN5280
 DN5280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5280.GEOID18 height accuracy estimate available here.
 DN5280
 DN5280.Click photographs - Photos may exist for this station.
 DN5280
 DN5280.The dynamic height is computed by dividing the NAVD 88
 DN5280.geopotential number by the normal gravity value computed on the
 DN5280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5280.degrees latitude (g = 980.6199 gals.).
 DN5280
 DN5280.The modeled gravity was interpolated from observed gravity values.
 DN5280
 DN5280;                    North         East    Units  Estimated Accuracy
 DN5280;SPC WI N     -   113,006.      527,422.      MT  (+/- 10 meters HH2 GPS)
 DN5280
 DN5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5898816060(NAD 83)
 DN5280
 DN5280                          SUPERSEDED SURVEY CONTROL
 DN5280
 DN5280.No superseded survey control is available for this station.
 DN5280
 DN5280_MARKER: DD = SURVEY DISK
 DN5280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5280_STAMPING: 8E02 2006
 DN5280_MARK LOGO: WIDT
 DN5280_PROJECTION: FLUSH
 DN5280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5280+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DN5280
 DN5280  HISTORY     - Date     Condition        Report By
 DN5280  HISTORY     - 2005     MONUMENTED       WIDT
 DN5280  HISTORY     - 20100414 GOOD             WIDT
 DN5280
 DN5280                          STATION DESCRIPTION
 DN5280
 DN5280'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5280'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5280'HIGHWAY M AND COUNTY HIGHWAY GG (NORTH) IN THE COMMUNITY OF CLAM LAKE,
 DN5280'GO NORTHWEST ON COUNTY HIGHWAY M AND COUNTY HIGHWAY GG FOR 0.15 MI
 DN5280'(0.2 KM) TO COUNTY HIGHWAY GG RIGHT AND COUNTY HIGHWAY M AHEAD.
 DN5280'CONTINUE NORTHWEST ON COUNTY HIGHWAY M FOR 1.3 MI (2.1 KM) TO THE
 DN5280'ASHLAND-BAYFIELD COUNTY LINE.  CONTINUE NORTHWEST AND WEST ON COUNTY
 DN5280'HIGHWAY M FOR 0.7 MI (1.1 KM) TO WHITE BASS ROAD LEFT AND THE STATION
 DN5280'IN THE SOUTHEAST QUADRANT ON THE LEFT.
 DN5280'
 DN5280'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5280'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5280'INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, LEVEL WITH THE
 DN5280'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) HIGHER THAN THE HIGHWAY
 DN5280'PAVEMENT.
 DN5280'
 DN5280'THE STATION IS 12.2 M (40.0 FT) SOUTH OF COUNTY HIGHWAY M, 15.6 M
 DN5280'(51.2 FT) EAST OF THE CENTERLINE OF WHITE BASS ROAD, 37.5 M (123.0 FT)
 DN5280'SOUTHEAST OF AN ORANGE OVER WHITE -WARNING FIBER OPTICS- POST, 30.0 M
 DN5280'(98.4 FT) SOUTH OF TELEPHONE PEDESTAL -NA CENTERLINE 7-, 10.2 M (33.5
 DN5280'FT) NORTHEAST OF THE TOP CENTER OF ELECTRICAL BOX -43525 1-, 10.2 M
 DN5280'(33.5 FT) EAST-SOUTHEAST OF A WOOD -STOP- SIGN POST AND IS 1 M (3.3
 DN5280'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5280'
 DN5280'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5280'QUADRANTS EXTENDING TO 85 DEGREES AND TREES IN THE NORTH QUADRANTS
 DN5280'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5274 ***********************************************************************
 DN5274  DESIGNATION -  8E03
 DN5274  PID         -  DN5274
 DN5274  STATE/COUNTY-  WI/ASHLAND
 DN5274  COUNTRY     -  US
 DN5274  USGS QUAD   -  CLAM LAKE NE (2018)
 DN5274
 DN5274                         *CURRENT SURVEY CONTROL
 DN5274  ______________________________________________________________________
 DN5274* NAD 83(1986) POSITION- 46 09 18.1    (N) 090 52 22.2    (W)   HD_HELD2
 DN5274* NAVD 88 ORTHO HEIGHT -   453.547 (meters)     1488.01  (feet) ADJUSTED
 DN5274  ______________________________________________________________________
 DN5274  GEOID HEIGHT    -        -30.212 (meters)                     GEOID18
 DN5274  DYNAMIC HEIGHT  -        453.540 (meters)     1487.99  (feet) COMP
 DN5274  MODELED GRAVITY -    980,585.4   (mgal)                       NAVD 88
 DN5274
 DN5274  VERT ORDER      -  SECOND    CLASS I
 DN5274
 DN5274.The horizontal coordinates were established by autonomous hand held GPS
 DN5274.observations and have an estimated accuracy of +/- 10 meters.
 DN5274
 DN5274.The orthometric height was determined by differential leveling and
 DN5274.adjusted by the WI DEPT OF TRANSP
 DN5274.in May 2012.
 DN5274
 DN5274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5274.GEOID18 height accuracy estimate available here.
 DN5274
 DN5274.Click photographs - Photos may exist for this station.
 DN5274
 DN5274.The dynamic height is computed by dividing the NAVD 88
 DN5274.geopotential number by the normal gravity value computed on the
 DN5274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5274.degrees latitude (g = 980.6199 gals.).
 DN5274
 DN5274.The modeled gravity was interpolated from observed gravity values.
 DN5274
 DN5274;                    North         East    Units  Estimated Accuracy
 DN5274;SPC WI N     -   110,221.      532,582.      MT  (+/- 10 meters HH2 GPS)
 DN5274
 DN5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6424913471(NAD 83)
 DN5274
 DN5274                          SUPERSEDED SURVEY CONTROL
 DN5274
 DN5274.No superseded survey control is available for this station.
 DN5274
 DN5274_MARKER: DD = SURVEY DISK
 DN5274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5274_STAMPING: 8E03 2006
 DN5274_MARK LOGO: WIDT
 DN5274_PROJECTION: FLUSH
 DN5274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5274+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DN5274
 DN5274  HISTORY     - Date     Condition        Report By
 DN5274  HISTORY     - 2005     MONUMENTED       WIDT
 DN5274  HISTORY     - 20100517 GOOD             WIDT
 DN5274
 DN5274                          STATION DESCRIPTION
 DN5274
 DN5274'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5274'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5274'HIGHWAY GG SOUTH APPROXIMATELY 1 MI (1.6 KM) EAST OF THE COMMUNITY OF
 DN5274'CLAM LAKE, GO EAST ON STATE HIGHWAY 77 FOR 0.25 MI (0.4 KM) TO FOREST
 DN5274'ROAD 195 LEFT.  CONTINUE EAST ON STATE HIGHWAY 77 FOR 0.93 MI (1.5 KM)
 DN5274'TO THE STATION ON THE LEFT.
 DN5274'
 DN5274'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5274'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5274'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5274'GROUND AND APPROXIMATELY 4 M (13.1 FT) HIGHER THAN THE HIGHWAY
 DN5274'PAVEMENT.
 DN5274'
 DN5274'THE STATION IS 26.4 M (86.6 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 DN5274'STATE HIGHWAY 77, 0.41 MI (0.7 KM) NORTHWEST OF FOREST ROAD 339, 41.5
 DN5274'M (136.2 FT) EAST-SOUTHEAST OF A POWER POLE, 18.6 M (61.0 FT) NORTH OF
 DN5274'A -STOP- SIGN WOODEN POST, 18.5 M (60.7 FT) NORTHWEST OF A WOODS ROAD,
 DN5274'15.2 M (49.9 FT) SOUTHEAST OF A YELLOW METAL RIGHT-OF-WAY POST AND IS
 DN5274'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5274'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHWEST
 DN5274'EXTENDING TO 60 DEGREES, TREES TO THE NORTHEAST EXTENDING TO 40
 DN5274'DEGREES AND TREES IN THE SOUTH QUADRANTS EXTENDING TO 20 DEGREES ABOVE
 DN5274'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5275 ***********************************************************************
 DN5275  DESIGNATION -  8E04
 DN5275  PID         -  DN5275
 DN5275  STATE/COUNTY-  WI/ASHLAND
 DN5275  COUNTRY     -  US
 DN5275  USGS QUAD   -  CLAM LAKE NE (2018)
 DN5275
 DN5275                         *CURRENT SURVEY CONTROL
 DN5275  ______________________________________________________________________
 DN5275* NAD 83(1986) POSITION- 46 09 16.4    (N) 090 48 14.8    (W)   HD_HELD2
 DN5275* NAVD 88 ORTHO HEIGHT -   454.693 (meters)     1491.77  (feet) ADJUSTED
 DN5275  ______________________________________________________________________
 DN5275  GEOID HEIGHT    -        -30.316 (meters)                     GEOID18
 DN5275  DYNAMIC HEIGHT  -        454.684 (meters)     1491.74  (feet) COMP
 DN5275  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DN5275
 DN5275  VERT ORDER      -  SECOND    CLASS I
 DN5275
 DN5275.The horizontal coordinates were established by autonomous hand held GPS
 DN5275.observations and have an estimated accuracy of +/- 10 meters.
 DN5275
 DN5275.The orthometric height was determined by differential leveling and
 DN5275.adjusted by the WI DEPT OF TRANSP
 DN5275.in May 2012.
 DN5275
 DN5275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5275.GEOID18 height accuracy estimate available here.
 DN5275
 DN5275.Click photographs - Photos may exist for this station.
 DN5275
 DN5275.The dynamic height is computed by dividing the NAVD 88
 DN5275.geopotential number by the normal gravity value computed on the
 DN5275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5275.degrees latitude (g = 980.6199 gals.).
 DN5275
 DN5275.The modeled gravity was interpolated from observed gravity values.
 DN5275
 DN5275;                    North         East    Units  Estimated Accuracy
 DN5275;SPC WI N     -   110,113.      537,889.      MT  (+/- 10 meters HH2 GPS)
 DN5275
 DN5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6955713563(NAD 83)
 DN5275
 DN5275                          SUPERSEDED SURVEY CONTROL
 DN5275
 DN5275.No superseded survey control is available for this station.
 DN5275
 DN5275_MARKER: DD = SURVEY DISK
 DN5275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5275_STAMPING: 8E04 2006
 DN5275_MARK LOGO: WIDT
 DN5275_PROJECTION: FLUSH
 DN5275_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5275+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DN5275
 DN5275  HISTORY     - Date     Condition        Report By
 DN5275  HISTORY     - 2005     MONUMENTED       WIDT
 DN5275  HISTORY     - 20100518 GOOD             WIDT
 DN5275
 DN5275                          STATION DESCRIPTION
 DN5275
 DN5275'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5275'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5275'HIGHWAY GG SOUTH APPROXIMATELY 1 MI (1.6 KM) EAST OF THE COMMUNITY OF
 DN5275'CLAM LAKE, GO EAST ON STATE HIGHWAY 77 FOR 3.9 MI (6.3 KM) TO FOREST
 DN5275'ROAD 335 RIGHT.  CONTINUE EAST ON STATE HIGHWAY 77 FOR 0.68 MI (1.1
 DN5275'KM) TO AN ATV TRAIL CROSSING AND THE STATION ON THE RIGHT.
 DN5275'
 DN5275'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5275'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5275'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5275'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) HIGHER THAN THE HIGHWAY
 DN5275'PAVEMENT.
 DN5275'
 DN5275'THE STATION IS 14.9 M (48.9 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5275'HIGHWAY 77, 0.33 MI (0.5 KM) WEST OF FOREST ROAD 347, 15.7 M (51.5 FT)
 DN5275'NORTH OF A YELLOW METAL RIGHT-OF-WAY POST, 12.9 M (42.3 FT) WEST OF A
 DN5275'-STOP- SIGN POST FOR THE ATV TRAIL, 10.3 M (33.8 FT) NORTH OF THE
 DN5275'CENTERLINE OF THE ATV TRAIL, 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF
 DN5275'THE ATV TRAIL, 3.9 M (12.8 FT) WEST OF A WOODEN POST WITH ATV SYMBOLS
 DN5275'ATTACHED AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5275'SURROUNDING THE STATION.
 DN5275'
 DN5275'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5275'QUADRANTS EXTENDING TO 40 DEGREES AND TREES IN THE NORTH QUADRANTS
 DN5275'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5277 ***********************************************************************
 DN5277  DESIGNATION -  8E46
 DN5277  PID         -  DN5277
 DN5277  STATE/COUNTY-  WI/ASHLAND
 DN5277  COUNTRY     -  US
 DN5277  USGS QUAD   -  MORSE (2018)
 DN5277
 DN5277                         *CURRENT SURVEY CONTROL
 DN5277  ______________________________________________________________________
 DN5277* NAD 83(1986) POSITION- 46 09 19.4    (N) 090 43 41.6    (W)   HD_HELD2
 DN5277* NAVD 88 ORTHO HEIGHT -   465.376 (meters)     1526.82  (feet) ADJUSTED
 DN5277  ______________________________________________________________________
 DN5277  GEOID HEIGHT    -        -30.422 (meters)                     GEOID18
 DN5277  DYNAMIC HEIGHT  -        465.366 (meters)     1526.79  (feet) COMP
 DN5277  MODELED GRAVITY -    980,578.8   (mgal)                       NAVD 88
 DN5277
 DN5277  VERT ORDER      -  SECOND    CLASS I
 DN5277
 DN5277.The horizontal coordinates were established by autonomous hand held GPS
 DN5277.observations and have an estimated accuracy of +/- 10 meters.
 DN5277
 DN5277.The orthometric height was determined by differential leveling and
 DN5277.adjusted by the WI DEPT OF TRANSP
 DN5277.in May 2012.
 DN5277
 DN5277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5277.GEOID18 height accuracy estimate available here.
 DN5277
 DN5277.Click photographs - Photos may exist for this station.
 DN5277
 DN5277.The dynamic height is computed by dividing the NAVD 88
 DN5277.geopotential number by the normal gravity value computed on the
 DN5277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5277.degrees latitude (g = 980.6199 gals.).
 DN5277
 DN5277.The modeled gravity was interpolated from observed gravity values.
 DN5277
 DN5277;                    North         East    Units  Estimated Accuracy
 DN5277;SPC WI N     -   110,149.      543,751.      MT  (+/- 10 meters HH2 GPS)
 DN5277
 DN5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7541413821(NAD 83)
 DN5277
 DN5277                          SUPERSEDED SURVEY CONTROL
 DN5277
 DN5277.No superseded survey control is available for this station.
 DN5277
 DN5277_MARKER: DD = SURVEY DISK
 DN5277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5277_STAMPING: 8E46 2006
 DN5277_MARK LOGO: WIDT
 DN5277_PROJECTION: FLUSH
 DN5277_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5277+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DN5277
 DN5277  HISTORY     - Date     Condition        Report By
 DN5277  HISTORY     - 2005     MONUMENTED       WIDT
 DN5277  HISTORY     - 20100519 GOOD             WIDT
 DN5277
 DN5277                          STATION DESCRIPTION
 DN5277
 DN5277'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5277'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DN5277'HIGHWAY 77 WEST APPROXIMATELY 2.7 MI (4.3 KM) NORTHWEST OF THE
 DN5277'COMMUNITY OF GLIDDEN, GO WEST ON STATE HIGHWAY 77 FOR 3.9 MI (6.3 KM)
 DN5277'TO FOREST ROAD 166 LEFT.  CONTINUE WEST ON STATE HIGHWAY 77 FOR 1.2 MI
 DN5277'(1.9 KM) TO FOREST ROAD 181 RIGHT AND THE STATION IN THE NORTHEAST
 DN5277'QUADRANT ON THE RIGHT.
 DN5277'
 DN5277'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5277'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5277'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5277'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5277'
 DN5277'THE STATION IS 21.7 M (71.2 FT) NORTH OF THE CENTERLINE OF STATE
 DN5277'HIGHWAY 77, 19.7 M (64.6 FT) EAST OF THE CENTERLINE OF FOREST ROAD
 DN5277'181, 14.3 M (46.9 FT) SOUTHWEST OF A YELLOW METAL RIGHT-OF-WAY POST,
 DN5277'12.7 M (41.7 FT) NORTH OF A WOODEN POST FOR A -181 NATIONAL FOREST
 DN5277'RIGHT- SIGN AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5277'SURROUNDING THE STATION.
 DN5277'
 DN5277'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTHEAST
 DN5277'QUADRANTS EXTENDING TO 50 DEGREES, TREES IN THE NORTHWEST QUADRANTS
 DN5277'EXTENDING TO 25 DEGREES AND TREES IN THE SOUTH QUADRANTS EXTENDING TO
 DN5277'18 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5279 ***********************************************************************
 DN5279  DESIGNATION -  8E48
 DN5279  PID         -  DN5279
 DN5279  STATE/COUNTY-  WI/ASHLAND
 DN5279  COUNTRY     -  US
 DN5279  USGS QUAD   -  MORSE (2018)
 DN5279
 DN5279                         *CURRENT SURVEY CONTROL
 DN5279  ______________________________________________________________________
 DN5279* NAD 83(1986) POSITION- 46 09 19.7    (N) 090 39 51.8    (W)   HD_HELD2
 DN5279* NAVD 88 ORTHO HEIGHT -   470.295 (meters)     1542.96  (feet) ADJUSTED
 DN5279  ______________________________________________________________________
 DN5279  GEOID HEIGHT    -        -30.511 (meters)                     GEOID18
 DN5279  DYNAMIC HEIGHT  -        470.284 (meters)     1542.92  (feet) COMP
 DN5279  MODELED GRAVITY -    980,576.1   (mgal)                       NAVD 88
 DN5279
 DN5279  VERT ORDER      -  SECOND    CLASS I
 DN5279
 DN5279.The horizontal coordinates were established by autonomous hand held GPS
 DN5279.observations and have an estimated accuracy of +/- 10 meters.
 DN5279
 DN5279.The orthometric height was determined by differential leveling and
 DN5279.adjusted by the WI DEPT OF TRANSP
 DN5279.in May 2012.
 DN5279
 DN5279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5279.GEOID18 height accuracy estimate available here.
 DN5279
 DN5279.Click photographs - Photos may exist for this station.
 DN5279
 DN5279.The dynamic height is computed by dividing the NAVD 88
 DN5279.geopotential number by the normal gravity value computed on the
 DN5279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5279.degrees latitude (g = 980.6199 gals.).
 DN5279
 DN5279.The modeled gravity was interpolated from observed gravity values.
 DN5279
 DN5279;                    North         East    Units  Estimated Accuracy
 DN5279;SPC WI N     -   110,115.      548,682.      MT  (+/- 10 meters HH2 GPS)
 DN5279
 DN5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8034213973(NAD 83)
 DN5279
 DN5279                          SUPERSEDED SURVEY CONTROL
 DN5279
 DN5279.No superseded survey control is available for this station.
 DN5279
 DN5279_MARKER: DD = SURVEY DISK
 DN5279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5279_STAMPING: 8E48 2006
 DN5279_MARK LOGO: WIDT
 DN5279_PROJECTION: FLUSH
 DN5279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5279+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 DN5279
 DN5279  HISTORY     - Date     Condition        Report By
 DN5279  HISTORY     - 2005     MONUMENTED       WIDT
 DN5279  HISTORY     - 20100520 GOOD             WIDT
 DN5279
 DN5279                          STATION DESCRIPTION
 DN5279
 DN5279'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5279'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DN5279'HIGHWAY 77 WEST APPROXIMATELY 2.7 MI (4.3 KM) NORTHWEST OF THE
 DN5279'COMMUNITY OF GLIDDEN, GO WEST ON STATE HIGHWAY 77 FOR 1.6 MI (2.6 KM)
 DN5279'TO BOLDEN ROAD LEFT.  CONTINUE WEST ON STATE HIGHWAY 77 FOR 0.48 MI
 DN5279'(0.8 KM) TO THE STATION ON THE RIGHT.
 DN5279'
 DN5279'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5279'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5279'INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, LEVEL WITH THE
 DN5279'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN5279'PAVEMENT.
 DN5279'
 DN5279'THE STATION IS 12.2 M (40.0 FT) NORTH OF THE CENTERLINE OF STATE
 DN5279'HIGHWAY 77, 0.50 MI (0.8 KM) EAST OF HENNES ROAD (FOREST ROAD 351),
 DN5279'36.9 M (121.1 FT) WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DN5279'-72529-, 5.5 M (18.0 FT) SOUTH OF THE TOP CENTER OF A LARGE BOULDER AT
 DN5279'THE TOP OF THE EMBANKMENT AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5279'T-POSTS SURROUNDING THE STATION.
 DN5279'
 DN5279'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH
 DN5279'QUADRANTS EXTENDING TO 85 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DN5279'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6011 ***********************************************************************
 DO6011  DESIGNATION -  8E67
 DO6011  PID         -  DO6011
 DO6011  STATE/COUNTY-  WI/ASHLAND
 DO6011  COUNTRY     -  US
 DO6011  USGS QUAD   -  SANBORN (2018)
 DO6011
 DO6011                         *CURRENT SURVEY CONTROL
 DO6011  ______________________________________________________________________
 DO6011* NAD 83(1986) POSITION- 46 26 35.0    (N) 090 53 03.8    (W)   HD_HELD2
 DO6011* NAVD 88 ORTHO HEIGHT -   249.681 (meters)      819.16  (feet) ADJUSTED
 DO6011  ______________________________________________________________________
 DO6011  GEOID HEIGHT    -        -31.011 (meters)                     GEOID18
 DO6011  DYNAMIC HEIGHT  -        249.688 (meters)      819.18  (feet) COMP
 DO6011  MODELED GRAVITY -    980,636.5   (mgal)                       NAVD 88
 DO6011
 DO6011  VERT ORDER      -  SECOND    CLASS I
 DO6011
 DO6011.The horizontal coordinates were established by autonomous hand held GPS
 DO6011.observations and have an estimated accuracy of +/- 10 meters.
 DO6011
 DO6011.The orthometric height was determined by differential leveling and
 DO6011.adjusted by the NATIONAL GEODETIC SURVEY
 DO6011.in February 2017.
 DO6011
 DO6011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6011.GEOID18 height accuracy estimate available here.
 DO6011
 DO6011.Click photographs - Photos may exist for this station.
 DO6011
 DO6011.The dynamic height is computed by dividing the NAVD 88
 DO6011.geopotential number by the normal gravity value computed on the
 DO6011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6011.degrees latitude (g = 980.6199 gals.).
 DO6011
 DO6011.The modeled gravity was interpolated from observed gravity values.
 DO6011
 DO6011;                    North         East    Units  Estimated Accuracy
 DO6011;SPC WI N     -   142,244.      532,046.      MT  (+/- 10 meters HH2 GPS)
 DO6011
 DO6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6250245450(NAD 83)
 DO6011
 DO6011                          SUPERSEDED SURVEY CONTROL
 DO6011
 DO6011  NAVD 88 (07/25/13)  249.696  (m)          819.21   (f) SUPERSEDED  2 1
 DO6011
 DO6011.Superseded values are not recommended for survey control.
 DO6011
 DO6011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6011.See file dsdata.pdf to determine how the superseded data were derived.
 DO6011
 DO6011_MARKER: DD = SURVEY DISK
 DO6011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6011_STAMPING: 8E67 2011
 DO6011_MARK LOGO: WIDT
 DO6011_PROJECTION: FLUSH
 DO6011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6011+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2012
 DO6011
 DO6011  HISTORY     - Date     Condition        Report By
 DO6011  HISTORY     - 2011     MONUMENTED       WIDT
 DO6011  HISTORY     - 20121015 GOOD             WIDT
 DO6011
 DO6011                          STATION DESCRIPTION
 DO6011
 DO6011'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6011'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF HIGH
 DO6011'BRIDGE, 3.5 MI (5.7 KM) WEST-NORTHWEST OF MARENGO AND 1.3 MI (2.2 KM)
 DO6011'EAST-NORTHEAST OF SANBORN.
 DO6011'
 DO6011'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 112 WITH
 DO6011'COUNTY HIGHWAY E LOCATED APPROXIMATELY 10 MI (16.1 KM) SOUTH OF THE
 DO6011'CITY OF ASHLAND, GO EAST ON STATE HIGHWAY 112 FOR 0.7 MI (1.1 KM) TO G
 DO6011'ANDERSON ROAD ON THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 112 FOR 0.4
 DO6011'MI (0.6 KM) TO THE STATION ON THE LEFT.
 DO6011'
 DO6011'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6011'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6011'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6011'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6011'PAVEMENT.  THE STATION IS 10.4 M (34.1 FT) NORTH OF THE CENTERLINE OF
 DO6011'STATE HIGHWAY 112, 92 M (301.8 FT) EAST OF THE EXTENDED CENTER OF A
 DO6011'PRIVATE DRIVE -61851-, 56 M (183.7 FT) WEST OF THE EXTENDED CENTER OF
 DO6011'A DRIVE FOR THE WHITE RIVER TOWN HALL -61939-, 53.1 M (174.2 FT)
 DO6011'NORTHEAST OF A POWER POLE --29-81/96--, 4.4 M (14.4 FT) SOUTH OF A
 DO6011'BARBED WIRE FENCE LINE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6011'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6011'
 DO6011'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6011'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6012 ***********************************************************************
 DO6012  DESIGNATION -  8E68
 DO6012  PID         -  DO6012
 DO6012  STATE/COUNTY-  WI/ASHLAND
 DO6012  COUNTRY     -  US
 DO6012  USGS QUAD   -  MARENGO (2018)
 DO6012
 DO6012                         *CURRENT SURVEY CONTROL
 DO6012  ______________________________________________________________________
 DO6012* NAD 83(1986) POSITION- 46 26 35.3    (N) 090 50 30.2    (W)   HD_HELD2
 DO6012* NAVD 88 ORTHO HEIGHT -   243.851 (meters)      800.03  (feet) ADJUSTED
 DO6012  ______________________________________________________________________
 DO6012  GEOID HEIGHT    -        -31.091 (meters)                     GEOID18
 DO6012  DYNAMIC HEIGHT  -        243.858 (meters)      800.06  (feet) COMP
 DO6012  MODELED GRAVITY -    980,635.9   (mgal)                       NAVD 88
 DO6012
 DO6012  VERT ORDER      -  SECOND    CLASS I
 DO6012
 DO6012.The horizontal coordinates were established by autonomous hand held GPS
 DO6012.observations and have an estimated accuracy of +/- 10 meters.
 DO6012
 DO6012.The orthometric height was determined by differential leveling and
 DO6012.adjusted by the NATIONAL GEODETIC SURVEY
 DO6012.in February 2017.
 DO6012
 DO6012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6012.GEOID18 height accuracy estimate available here.
 DO6012
 DO6012.Click photographs - Photos may exist for this station.
 DO6012
 DO6012.The dynamic height is computed by dividing the NAVD 88
 DO6012.geopotential number by the normal gravity value computed on the
 DO6012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6012.degrees latitude (g = 980.6199 gals.).
 DO6012
 DO6012.The modeled gravity was interpolated from observed gravity values.
 DO6012
 DO6012;                    North         East    Units  Estimated Accuracy
 DO6012;SPC WI N     -   142,217.      535,324.      MT  (+/- 10 meters HH2 GPS)
 DO6012
 DO6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6577945548(NAD 83)
 DO6012
 DO6012                          SUPERSEDED SURVEY CONTROL
 DO6012
 DO6012  NAVD 88 (07/25/13)  243.866  (m)          800.08   (f) SUPERSEDED  2 1
 DO6012
 DO6012.Superseded values are not recommended for survey control.
 DO6012
 DO6012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6012.See file dsdata.pdf to determine how the superseded data were derived.
 DO6012
 DO6012_MARKER: DD = SURVEY DISK
 DO6012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6012_STAMPING: 8E68 2011
 DO6012_MARK LOGO: WIDT
 DO6012_PROJECTION: PROJECTING 10 CENTIMETERS
 DO6012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6012+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2012
 DO6012
 DO6012  HISTORY     - Date     Condition        Report By
 DO6012  HISTORY     - 2011     MONUMENTED       WIDT
 DO6012  HISTORY     - 20121015 GOOD             WIDT
 DO6012
 DO6012                          STATION DESCRIPTION
 DO6012
 DO6012'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6012'THE STATION IS 12 MI (19.3 KM) NORTHWEST OF MELLEN, 10 MI (16.1 KM)
 DO6012'SOUTH OF ASHLAND, AND 1.5 MI (2.4 KM) NORTHWEST OF MARENGO.
 DO6012'
 DO6012'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO6012'HIGHWAY 112 LOCATED APPROXIMATELY 10 MI (16.1 KM) SOUTH OF THE CITY OF
 DO6012'ASHLAND, GO WEST ON STATE HIGHWAY 112 FOR 0.1 MI (0.2 KM) TO MAGNOLIA
 DO6012'LANE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DO6012'
 DO6012'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6012'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6012'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 10 CM (4
 DO6012'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO6012'HIGHWAY PAVEMENT.  THE STATION IS 10.7 M (35.1 FT) NORTH OF THE
 DO6012'CENTERLINE OF STATE HIGHWAY 112, 34.9 M (114.5 FT) WEST OF THE
 DO6012'CENTERLINE OF MAGNOLIA LANE, 64.5 M (211.6 FT) WEST OF A TELEPHONE
 DO6012'JUNCTION BOX --MRNG A 8--, 51.3 M (168.3 FT) NORTHEAST OF A POWER POLE
 DO6012'WITH A SINGLE GUY WIRE TO THE NORTH, AND LOCATED IN THE CENTER OF A
 DO6012'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6012'
 DO6012'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6012'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6013 ***********************************************************************
 DO6013  DESIGNATION -  8E69
 DO6013  PID         -  DO6013
 DO6013  STATE/COUNTY-  WI/ASHLAND
 DO6013  COUNTRY     -  US
 DO6013  USGS QUAD   -  MARENGO (2018)
 DO6013
 DO6013                         *CURRENT SURVEY CONTROL
 DO6013  ______________________________________________________________________
 DO6013* NAD 83(1986) POSITION- 46 25 34.6    (N) 090 49 08.1    (W)   HD_HELD2
 DO6013* NAVD 88 ORTHO HEIGHT -   234.259 (meters)      768.56  (feet) ADJUSTED
 DO6013  ______________________________________________________________________
 DO6013  GEOID HEIGHT    -        -31.037 (meters)                     GEOID18
 DO6013  DYNAMIC HEIGHT  -        234.265 (meters)      768.58  (feet) COMP
 DO6013  MODELED GRAVITY -    980,634.5   (mgal)                       NAVD 88
 DO6013
 DO6013  VERT ORDER      -  SECOND    CLASS I
 DO6013
 DO6013.The horizontal coordinates were established by autonomous hand held GPS
 DO6013.observations and have an estimated accuracy of +/- 10 meters.
 DO6013
 DO6013.The orthometric height was determined by differential leveling and
 DO6013.adjusted by the NATIONAL GEODETIC SURVEY
 DO6013.in February 2017.
 DO6013
 DO6013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6013.GEOID18 height accuracy estimate available here.
 DO6013
 DO6013.Click photographs - Photos may exist for this station.
 DO6013
 DO6013.The dynamic height is computed by dividing the NAVD 88
 DO6013.geopotential number by the normal gravity value computed on the
 DO6013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6013.degrees latitude (g = 980.6199 gals.).
 DO6013
 DO6013.The modeled gravity was interpolated from observed gravity values.
 DO6013
 DO6013;                    North         East    Units  Estimated Accuracy
 DO6013;SPC WI N     -   140,325.      537,057.      MT  (+/- 10 meters HH2 GPS)
 DO6013
 DO6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6758243723(NAD 83)
 DO6013
 DO6013                          SUPERSEDED SURVEY CONTROL
 DO6013
 DO6013  NAVD 88 (07/25/13)  234.274  (m)          768.61   (f) SUPERSEDED  2 1
 DO6013
 DO6013.Superseded values are not recommended for survey control.
 DO6013
 DO6013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6013.See file dsdata.pdf to determine how the superseded data were derived.
 DO6013
 DO6013_MARKER: DD = SURVEY DISK
 DO6013_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO6013_SP_SET: BRIDGE PARAPET WALL
 DO6013_STAMPING: 8E69 2011
 DO6013_MARK LOGO: WIDT
 DO6013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6013+STABILITY: SURFACE MOTION
 DO6013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6013+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2012
 DO6013
 DO6013  HISTORY     - Date     Condition        Report By
 DO6013  HISTORY     - 2011     MONUMENTED       WIDT
 DO6013  HISTORY     - 20121015 GOOD             WIDT
 DO6013
 DO6013                          STATION DESCRIPTION
 DO6013
 DO6013'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6013'THE STATION IS 12 MI (19.3 KM) SOUTH-SOUTHEAST OF ASHLAND, 10 MI (16.1
 DO6013'KM) NORTHWEST OF MELLEN, AND JUST NORTH OF THE COMMUNITY OF MARENGO.
 DO6013'
 DO6013'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO6013'HIGHWAY 112 LOCATED APPROXIMATELY 10 MI (16.1 KM) SOUTH OF THE CITY OF
 DO6013'ASHLAND, GO SOUTHEAST THEN SOUTH ON STATE HIGHWAY 13 FOR 1.7 MI (2.7
 DO6013'KM) TO A BRIDGE OVER THE MARENGO RIVER AND THE STATION ON THE RIGHT.
 DO6013'
 DO6013'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6013'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6013'THE NORTH END OF THE WEST PARAPET WALL OF THE BRIDGE -B-2-12-71- AND
 DO6013'APPROXIMATELY 1.1 M (3.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION
 DO6013'IS 7.2 M (23.6 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 13, 1.8 M
 DO6013'(5.9 FT) NORTH OF AN EXPANSION JOINT AND 2.5 M (8.2 FT) SOUTHEAST OF A
 DO6013'WHITE PLASTIC WITNESS POST.
 DO6013'
 DO6013'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6013'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6014 ***********************************************************************
 DO6014  DESIGNATION -  8E70
 DO6014  PID         -  DO6014
 DO6014  STATE/COUNTY-  WI/ASHLAND
 DO6014  COUNTRY     -  US
 DO6014  USGS QUAD   -  MARENGO (2018)
 DO6014
 DO6014                         *CURRENT SURVEY CONTROL
 DO6014  ______________________________________________________________________
 DO6014* NAD 83(1986) POSITION- 46 24 24.7    (N) 090 48 07.8    (W)   HD_HELD2
 DO6014* NAVD 88 ORTHO HEIGHT -   249.308 (meters)      817.94  (feet) ADJUSTED
 DO6014  ______________________________________________________________________
 DO6014  GEOID HEIGHT    -        -30.950 (meters)                     GEOID18
 DO6014  DYNAMIC HEIGHT  -        249.314 (meters)      817.96  (feet) COMP
 DO6014  MODELED GRAVITY -    980,632.3   (mgal)                       NAVD 88
 DO6014
 DO6014  VERT ORDER      -  SECOND    CLASS I
 DO6014
 DO6014.The horizontal coordinates were established by autonomous hand held GPS
 DO6014.observations and have an estimated accuracy of +/- 10 meters.
 DO6014
 DO6014.The orthometric height was determined by differential leveling and
 DO6014.adjusted by the NATIONAL GEODETIC SURVEY
 DO6014.in February 2017.
 DO6014
 DO6014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6014.GEOID18 height accuracy estimate available here.
 DO6014
 DO6014.Click photographs - Photos may exist for this station.
 DO6014
 DO6014.The dynamic height is computed by dividing the NAVD 88
 DO6014.geopotential number by the normal gravity value computed on the
 DO6014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6014.degrees latitude (g = 980.6199 gals.).
 DO6014
 DO6014.The modeled gravity was interpolated from observed gravity values.
 DO6014
 DO6014;                    North         East    Units  Estimated Accuracy
 DO6014;SPC WI N     -   138,154.      538,322.      MT  (+/- 10 meters HH2 GPS)
 DO6014
 DO6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6892941601(NAD 83)
 DO6014
 DO6014                          SUPERSEDED SURVEY CONTROL
 DO6014
 DO6014  NAVD 88 (07/25/13)  249.324  (m)          817.99   (f) SUPERSEDED  2 1
 DO6014
 DO6014.Superseded values are not recommended for survey control.
 DO6014
 DO6014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6014.See file dsdata.pdf to determine how the superseded data were derived.
 DO6014
 DO6014_MARKER: DD = SURVEY DISK
 DO6014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6014_STAMPING: 8E70 2011
 DO6014_MARK LOGO: WIDT
 DO6014_PROJECTION: PROJECTING 6 CENTIMETERS
 DO6014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6014+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2012
 DO6014
 DO6014  HISTORY     - Date     Condition        Report By
 DO6014  HISTORY     - 2011     MONUMENTED       WIDT
 DO6014  HISTORY     - 20121015 GOOD             WIDT
 DO6014
 DO6014                          STATION DESCRIPTION
 DO6014
 DO6014'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6014'THE STATION IS 13 MI (20.9 KM) SOUTH-SOUTHEAST OF ASHLAND, 8.5 MI
 DO6014'(13.7 KM) NORTHWEST OF MELLEN, AND 1.5 MI (2.4 KM) SOUTHEAST OF
 DO6014'MARENGO.
 DO6014'
 DO6014'TO REACH THE STATION FROM THE NORTHERNMOST JUNCTION OF STATE HIGHWAY
 DO6014'13 WITH COUNTY HIGHWAY C ABOUT 3 MI (4.8 KM) NORTHWEST OF THE
 DO6014'COMMUNITY OF HIGH BRIDGE, GO WEST ON COUNTY HIGHWAY C FOR 0.05 MI (0.1
 DO6014'KM) TO THE STATION ON THE LEFT.
 DO6014'
 DO6014'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6014'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6014'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 6 CM (2
 DO6014'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO6014'HIGHWAY PAVEMENT.  THE STATION IS 10.3 M (33.8 FT) SOUTH OF THE
 DO6014'CENTERLINE OF COUNTY HIGHWAY C, 112 M (367.5 FT) WEST OF THE
 DO6014'CENTERLINE OF STATE HIGHWAY 13, 45.1 M (148.0 FT) SOUTHEAST OF A POWER
 DO6014'POLE --NSP I-74/50--, 44.0 M (144.4 FT) WEST OF A TELEPHONE JUNCTION
 DO6014'BOX --MR 2D5 1--, 35.8 FT (10.9 M) EAST OF A WOODEN SIGN POST --STOP
 DO6014'AHEAD--, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6014'PLASTIC WITNESS POSTS.
 DO6014'
 DO6014'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6014'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6015 ***********************************************************************
 DO6015  DESIGNATION -  8E71
 DO6015  PID         -  DO6015
 DO6015  STATE/COUNTY-  WI/ASHLAND
 DO6015  COUNTRY     -  US
 DO6015  USGS QUAD   -  MARENGO (2018)
 DO6015
 DO6015                         *CURRENT SURVEY CONTROL
 DO6015  ______________________________________________________________________
 DO6015* NAD 83(1986) POSITION- 46 23 25.72   (N) 090 46 02.87   (W)   HD_HELD1
 DO6015* NAVD 88 ORTHO HEIGHT -   276.614 (meters)      907.52  (feet) ADJUSTED
 DO6015  ______________________________________________________________________
 DO6015  GEOID HEIGHT    -        -30.890 (meters)                     GEOID18
 DO6015  DYNAMIC HEIGHT  -        276.620 (meters)      907.54  (feet) COMP
 DO6015  MODELED GRAVITY -    980,628.4   (mgal)                       NAVD 88
 DO6015
 DO6015  VERT ORDER      -  SECOND    CLASS I
 DO6015
 DO6015.The horizontal coordinates were determined by differentially corrected
 DO6015.hand held GPS observations or other comparable positioning techniques
 DO6015.and have an estimated accuracy of +/- 3 meters.
 DO6015
 DO6015.The orthometric height was determined by differential leveling and
 DO6015.adjusted by the NATIONAL GEODETIC SURVEY
 DO6015.in February 2017.
 DO6015
 DO6015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6015.GEOID18 height accuracy estimate available here.
 DO6015
 DO6015.Click photographs - Photos may exist for this station.
 DO6015
 DO6015.The dynamic height is computed by dividing the NAVD 88
 DO6015.geopotential number by the normal gravity value computed on the
 DO6015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6015.degrees latitude (g = 980.6199 gals.).
 DO6015
 DO6015.The modeled gravity was interpolated from observed gravity values.
 DO6015
 DO6015;                    North         East    Units  Estimated Accuracy
 DO6015;SPC WI N     -   136,306.3     540,973.0     MT  (+/- 3 meters HH1 GPS) 
 DO6015
 DO6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7164839855(NAD 83)
 DO6015
 DO6015                          SUPERSEDED SURVEY CONTROL
 DO6015
 DO6015  NAVD 88 (07/25/13)  276.631  (m)          907.58   (f) SUPERSEDED  2 1
 DO6015
 DO6015.Superseded values are not recommended for survey control.
 DO6015
 DO6015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6015.See file dsdata.pdf to determine how the superseded data were derived.
 DO6015
 DO6015_MARKER: DD = SURVEY DISK
 DO6015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6015_STAMPING: 8E71 2011
 DO6015_MARK LOGO: WIDT
 DO6015_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6015+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2012
 DO6015
 DO6015  HISTORY     - Date     Condition        Report By
 DO6015  HISTORY     - 2011     MONUMENTED       WIDT
 DO6015  HISTORY     - 20121017 GOOD             WIDT
 DO6015
 DO6015                          STATION DESCRIPTION
 DO6015
 DO6015'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6015'THE STATION IS LOCATED 15 MI (24.1 KM) SOUTHEAST OF ASHLAND, 6.5 MI
 DO6015'(10.5 KM) NORTHWEST OF MELLEN, AND 1.5 MI (2.4 KM) WEST OF HIGH
 DO6015'BRIDGE.
 DO6015'
 DO6015'TO REACH THE STATION FROM THE NORTHERNMOST JUNCTION OF STATE HIGHWAY
 DO6015'13 WITH COUNTY HIGHWAY C LOCATED APPROXIMATELY 9 MI (14.5 KM)
 DO6015'NORTHWEST OF THE CITY OF MELLEN AND 1.3 MI (2.1 KM) SOUTHEAST OF
 DO6015'MARENGO, GO SOUTHEAST ON STATE HIGHWAY 13 FOR 2.0 MI (3.2 KM) TO
 DO6015'SECTION FIVE ROAD AND THE STATION ON THE LEFT.
 DO6015'
 DO6015'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6015'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6015'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO6015'INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DO6015'THE HIGHWAY PAVEMENT.  THE STATION IS 12.4 M (40.7 FT) NORTH OF THE
 DO6015'CENTERLINE OF STATE HIGHWAY 13, 16.2 M (53.1 FT) WEST OF THE CENTER OF
 DO6015'SECTION FIVE ROAD, 33 M (108.3 FT) SOUTH OF THE CENTERLINE OF THE
 DO6015'CANADIAN NATIONAL RAILROAD TRACKS, 9.8 M (32.2 FT) WEST OF A --STOP--
 DO6015'SIGN, 2.6 M (8.5 FT) SOUTH OF A WHITE METAL SIGN POST AND LOCATED IN
 DO6015'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6015'
 DO6015'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6015'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6017 ***********************************************************************
 DO6017  DESIGNATION -  8E72
 DO6017  PID         -  DO6017
 DO6017  STATE/COUNTY-  WI/ASHLAND
 DO6017  COUNTRY     -  US
 DO6017  USGS QUAD   -  MELLEN (2018)
 DO6017
 DO6017                         *CURRENT SURVEY CONTROL
 DO6017  ______________________________________________________________________
 DO6017* NAD 83(1986) POSITION- 46 22 17.8    (N) 090 41 40.8    (W)   HD_HELD2
 DO6017* NAVD 88 ORTHO HEIGHT -   345.426 (meters)     1133.29  (feet) ADJUSTED
 DO6017  ______________________________________________________________________
 DO6017  GEOID HEIGHT    -        -30.804 (meters)                     GEOID18
 DO6017  DYNAMIC HEIGHT  -        345.433 (meters)     1133.31  (feet) COMP
 DO6017  MODELED GRAVITY -    980,624.7   (mgal)                       NAVD 88
 DO6017
 DO6017  VERT ORDER      -  SECOND    CLASS I
 DO6017
 DO6017.The horizontal coordinates were established by autonomous hand held GPS
 DO6017.observations and have an estimated accuracy of +/- 10 meters.
 DO6017
 DO6017.The orthometric height was determined by differential leveling and
 DO6017.adjusted by the NATIONAL GEODETIC SURVEY
 DO6017.in February 2017.
 DO6017
 DO6017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6017.GEOID18 height accuracy estimate available here.
 DO6017
 DO6017.Click photographs - Photos may exist for this station.
 DO6017
 DO6017.The dynamic height is computed by dividing the NAVD 88
 DO6017.geopotential number by the normal gravity value computed on the
 DO6017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6017.degrees latitude (g = 980.6199 gals.).
 DO6017
 DO6017.The modeled gravity was interpolated from observed gravity values.
 DO6017
 DO6017;                    North         East    Units  Estimated Accuracy
 DO6017;SPC WI N     -   134,158.      546,553.      MT  (+/- 10 meters HH2 GPS)
 DO6017
 DO6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7730637919(NAD 83)
 DO6017
 DO6017                          SUPERSEDED SURVEY CONTROL
 DO6017
 DO6017  NAVD 88 (07/25/13)  345.443  (m)         1133.34   (f) SUPERSEDED  2 1
 DO6017
 DO6017.Superseded values are not recommended for survey control.
 DO6017
 DO6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6017.See file dsdata.pdf to determine how the superseded data were derived.
 DO6017
 DO6017_MARKER: DD = SURVEY DISK
 DO6017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6017_STAMPING: 8E72 2010
 DO6017_MARK LOGO: WIDT
 DO6017_PROJECTION: FLUSH
 DO6017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6017+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2012
 DO6017
 DO6017  HISTORY     - Date     Condition        Report By
 DO6017  HISTORY     - 2010     MONUMENTED       WIDT
 DO6017  HISTORY     - 20121017 GOOD             WIDT
 DO6017
 DO6017                          STATION DESCRIPTION
 DO6017
 DO6017'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6017'THE STATION IS LOCATED 17 MI (27.4 KM) SOUTHEAST OF ASHLAND 3.5 MI
 DO6017'(5.6 KM) NORTHWEST OF MELLEN, AND 2.5 MI (4.0 KM) SOUTHEAST OF HIGH
 DO6017'BRIDGE.
 DO6017'
 DO6017'TO REACH THE STATION FROM THE SOUTHERNMOST JUNCTION OF STATE HIGHWAY
 DO6017'13 WITH COUNTY HIGHWAY C APPROXIMATELY 2 MI (3.2 KM) NORTH OF THE CITY
 DO6017'OF MELLEN, GO NORTHWEST ON STATE HIGHWAY 13 FOR 0.4 MI (0.6 KM) TO
 DO6017'GOLF COURSE ROAD.  CONTINUE NORTHWEST ON STATE HIGHWAY 13 FOR 1.3 MI
 DO6017'(2.1 KM) TO THE STATION ON THE RIGHT.
 DO6017'
 DO6017'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6017'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6017'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6017'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6017'IS 20.1 M (65.9 FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 13,
 DO6017'40.9 M (134.2 FT) SOUTHEAST OF A POWER POLE, 30 M (98.4 FT) NORTHWEST
 DO6017'OF THE EXTENDED CENTER OF A PRIVATE DRIVE -38047-, 24 M (78.7 FT)
 DO6017'SOUTHEAST OF THE ENTRANCE FOR BAYFIELD ELECTRIC COOPERATIVE -38056-,
 DO6017'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6017'WITNESS POSTS.
 DO6017'
 DO6017'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6017'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6018 ***********************************************************************
 DO6018  DESIGNATION -  8E73
 DO6018  PID         -  DO6018
 DO6018  STATE/COUNTY-  WI/ASHLAND
 DO6018  COUNTRY     -  US
 DO6018  USGS QUAD   -  MELLEN (2018)
 DO6018
 DO6018                         *CURRENT SURVEY CONTROL
 DO6018  ______________________________________________________________________
 DO6018* NAD 83(1986) POSITION- 46 21 24.7    (N) 090 40 15.7    (W)   HD_HELD2
 DO6018* NAVD 88 ORTHO HEIGHT -   361.704 (meters)     1186.69  (feet) ADJUSTED
 DO6018  ______________________________________________________________________
 DO6018  GEOID HEIGHT    -        -30.717 (meters)                     GEOID18
 DO6018  DYNAMIC HEIGHT  -        361.712 (meters)     1186.72  (feet) COMP
 DO6018  MODELED GRAVITY -    980,625.3   (mgal)                       NAVD 88
 DO6018
 DO6018  VERT ORDER      -  SECOND    CLASS I
 DO6018
 DO6018.The horizontal coordinates were established by autonomous hand held GPS
 DO6018.observations and have an estimated accuracy of +/- 10 meters.
 DO6018
 DO6018.The orthometric height was determined by differential leveling and
 DO6018.adjusted by the NATIONAL GEODETIC SURVEY
 DO6018.in February 2017.
 DO6018
 DO6018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6018.GEOID18 height accuracy estimate available here.
 DO6018
 DO6018.Click photographs - Photos may exist for this station.
 DO6018
 DO6018.The dynamic height is computed by dividing the NAVD 88
 DO6018.geopotential number by the normal gravity value computed on the
 DO6018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6018.degrees latitude (g = 980.6199 gals.).
 DO6018
 DO6018.The modeled gravity was interpolated from observed gravity values.
 DO6018
 DO6018;                    North         East    Units  Estimated Accuracy
 DO6018;SPC WI N     -   132,503.      548,358.      MT  (+/- 10 meters HH2 GPS)
 DO6018
 DO6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7917236334(NAD 83)
 DO6018
 DO6018                          SUPERSEDED SURVEY CONTROL
 DO6018
 DO6018  NAVD 88 (07/25/13)  361.721  (m)         1186.75   (f) SUPERSEDED  2 1
 DO6018
 DO6018.Superseded values are not recommended for survey control.
 DO6018
 DO6018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6018.See file dsdata.pdf to determine how the superseded data were derived.
 DO6018
 DO6018_MARKER: DD = SURVEY DISK
 DO6018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6018_STAMPING: 8E73 2010
 DO6018_MARK LOGO: WIDT
 DO6018_PROJECTION: FLUSH
 DO6018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6018+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2012
 DO6018
 DO6018  HISTORY     - Date     Condition        Report By
 DO6018  HISTORY     - 2010     MONUMENTED       WIDT
 DO6018  HISTORY     - 20121017 GOOD             WIDT
 DO6018
 DO6018                          STATION DESCRIPTION
 DO6018
 DO6018'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6018'THE STATION IS ABOUT 18 MI (29.0 KM) SOUTHEAST OF ASHLAND, 4 MI (6.4
 DO6018'KM) SOUTHEAST OF HIGH BRIDGE, AND IS LOCATED IN THE NORTHWEST QUADRANT
 DO6018'OF THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY HIGHWAY C,
 DO6018'APPROXIMATELY 2 MI (3.2 KM) NORTH-NORTHWEST OF THE CITY OF MELLEN.
 DO6018'
 DO6018'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6018'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6018'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6018'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) ABOVE THE STATE HIGHWAY 13
 DO6018'PAVEMENT.  THE STATION IS 23.9 M (78.4 FT) WEST OF THE CENTERLINE OF
 DO6018'STATE HIGHWAY 13, 19.5 M (64.0 FT) NORTH OF THE CENTERLINE OF COUNTY
 DO6018'HIGHWAY C, 34.4 M (112.9 FT) EAST OF A TELEPHONE JUNCTION BOX
 DO6018'--6406--, 18.2 M (59.7 FT) SOUTHWEST OF A --NO PASSING ZONE-- SIGN,
 DO6018'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE PLASTIC
 DO6018'T-POSTS.
 DO6018'
 DO6018'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6018'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6202 ***********************************************************************
 DO6202  DESIGNATION -  8E74
 DO6202  PID         -  DO6202
 DO6202  STATE/COUNTY-  WI/ASHLAND
 DO6202  COUNTRY     -  US
 DO6202  USGS QUAD   -  MELLEN (2018)
 DO6202
 DO6202                         *CURRENT SURVEY CONTROL
 DO6202  ______________________________________________________________________
 DO6202* NAD 83(1986) POSITION- 46 19 16.3    (N) 090 39 06.8    (W)   HD_HELD2
 DO6202* NAVD 88 ORTHO HEIGHT -   376.845 (meters)     1236.37  (feet) ADJUSTED
 DO6202  ______________________________________________________________________
 DO6202  GEOID HEIGHT    -        -30.580 (meters)                     GEOID18
 DO6202  DYNAMIC HEIGHT  -        376.850 (meters)     1236.38  (feet) COMP
 DO6202  MODELED GRAVITY -    980,618.8   (mgal)                       NAVD 88
 DO6202
 DO6202  VERT ORDER      -  SECOND    CLASS I
 DO6202
 DO6202.The horizontal coordinates were established by autonomous hand held GPS
 DO6202.observations and have an estimated accuracy of +/- 10 meters.
 DO6202
 DO6202.The orthometric height was determined by differential leveling and
 DO6202.adjusted by the NATIONAL GEODETIC SURVEY
 DO6202.in February 2017.
 DO6202
 DO6202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6202.GEOID18 height accuracy estimate available here.
 DO6202
 DO6202.Click photographs - Photos may exist for this station.
 DO6202
 DO6202.The dynamic height is computed by dividing the NAVD 88
 DO6202.geopotential number by the normal gravity value computed on the
 DO6202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6202.degrees latitude (g = 980.6199 gals.).
 DO6202
 DO6202.The modeled gravity was interpolated from observed gravity values.
 DO6202
 DO6202;                    North         East    Units  Estimated Accuracy
 DO6202;SPC WI N     -   128,526.      549,799.      MT  (+/- 10 meters HH2 GPS)
 DO6202
 DO6202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8076232414(NAD 83)
 DO6202
 DO6202                          SUPERSEDED SURVEY CONTROL
 DO6202
 DO6202  NAVD 88 (07/25/13)  376.863  (m)         1236.42   (f) SUPERSEDED  2 1
 DO6202
 DO6202.Superseded values are not recommended for survey control.
 DO6202
 DO6202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6202.See file dsdata.pdf to determine how the superseded data were derived.
 DO6202
 DO6202_MARKER: DD = SURVEY DISK
 DO6202_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6202_SP_SET: BRIDGE ABUTMENT
 DO6202_STAMPING: 8E74 2011
 DO6202_MARK LOGO: WIDT
 DO6202_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6202+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2012
 DO6202
 DO6202  HISTORY     - Date     Condition        Report By
 DO6202  HISTORY     - 2012     MONUMENTED       WIDT
 DO6202  HISTORY     - 20121019 GOOD             WIDT
 DO6202
 DO6202                          STATION DESCRIPTION
 DO6202
 DO6202'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6202'THE STATION IS LOCATED IN THE CITY OF MELLEN, ABOUT 6.9 MI (11.1 KM)
 DO6202'NORTH OF MORSE AND 6.2 MI (10.0 KM) SOUTHEAST OF HIGH BRIDGE.
 DO6202'
 DO6202'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO6202'HIGHWAY 77 GO EAST ON STATE HIGHWAY 77 FOR 0.5 MI (0.8 KM) TO A BRIDGE
 DO6202'OVER CITY CREEK AND THE STATION ON THE RIGHT.
 DO6202'
 DO6202'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6202'GEODETIC CONTROL SURVEY STATION DISK SET IN THE TOP OF THE SOUTH END
 DO6202'OF THE EAST ABUTMENT OF THE BRIDGE OVER CITY CREEK.  THE STATION IS
 DO6202'22.8 FT (6.9 M) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 77, AND 1
 DO6202'M (3.3 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DO6202'
 DO6202'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6202'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING TO
 DO6202'30 DEGREES ABOVE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6203 ***********************************************************************
 DO6203  DESIGNATION -  8E75
 DO6203  PID         -  DO6203
 DO6203  STATE/COUNTY-  WI/ASHLAND
 DO6203  COUNTRY     -  US
 DO6203  USGS QUAD   -  MOUNT WHITTLESEY (2018)
 DO6203
 DO6203                         *CURRENT SURVEY CONTROL
 DO6203  ______________________________________________________________________
 DO6203* NAD 83(1986) POSITION- 46 19 39.3    (N) 090 36 51.3    (W)   HD_HELD2
 DO6203* NAVD 88 ORTHO HEIGHT -   425.299 (meters)     1395.34  (feet) ADJUSTED
 DO6203  ______________________________________________________________________
 DO6203  GEOID HEIGHT    -        -30.568 (meters)                     GEOID18
 DO6203  DYNAMIC HEIGHT  -        425.311 (meters)     1395.37  (feet) COMP
 DO6203  MODELED GRAVITY -    980,628.5   (mgal)                       NAVD 88
 DO6203
 DO6203  VERT ORDER      -  SECOND    CLASS I
 DO6203
 DO6203.The horizontal coordinates were established by autonomous hand held GPS
 DO6203.observations and have an estimated accuracy of +/- 10 meters.
 DO6203
 DO6203.The orthometric height was determined by differential leveling and
 DO6203.adjusted by the NATIONAL GEODETIC SURVEY
 DO6203.in February 2017.
 DO6203
 DO6203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6203.GEOID18 height accuracy estimate available here.
 DO6203
 DO6203.Click photographs - Photos may exist for this station.
 DO6203
 DO6203.The dynamic height is computed by dividing the NAVD 88
 DO6203.geopotential number by the normal gravity value computed on the
 DO6203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6203.degrees latitude (g = 980.6199 gals.).
 DO6203
 DO6203.The modeled gravity was interpolated from observed gravity values.
 DO6203
 DO6203;                    North         East    Units  Estimated Accuracy
 DO6203;SPC WI N     -   129,213.      552,703.      MT  (+/- 10 meters HH2 GPS)
 DO6203
 DO6203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8363833211(NAD 83)
 DO6203
 DO6203                          SUPERSEDED SURVEY CONTROL
 DO6203
 DO6203  NAVD 88 (07/25/13)  425.319  (m)         1395.40   (f) SUPERSEDED  2 1
 DO6203
 DO6203.Superseded values are not recommended for survey control.
 DO6203
 DO6203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6203.See file dsdata.pdf to determine how the superseded data were derived.
 DO6203
 DO6203_MARKER: DD = SURVEY DISK
 DO6203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6203_STAMPING: 8E75 2011
 DO6203_MARK LOGO: WIDT
 DO6203_PROJECTION: FLUSH
 DO6203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6203+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2012
 DO6203
 DO6203  HISTORY     - Date     Condition        Report By
 DO6203  HISTORY     - 2011     MONUMENTED       WIDT
 DO6203  HISTORY     - 20121030 GOOD             WIDT
 DO6203
 DO6203                          STATION DESCRIPTION
 DO6203
 DO6203'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6203'THE STATION IS LOCATED 10.3 MI (16.6 KM) SOUTHWEST OF UPSON, 7.2 MI
 DO6203'(11.6 KM) SOUTHEAST OF HIGH BRIDGE, AND 2.2 MI (3.5 KM) EAST OF
 DO6203'MELLEN.
 DO6203'
 DO6203'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO6203'HIGHWAY 77 IN THE CITY OF MELLEN, GO EAST ON STATE HIGHWAY 77 FOR 1.5
 DO6203'MI (2.4 KM) TO FLESIA ROAD ON THE RIGHT, CONTINUE NORTHEAST ON STATE
 DO6203'HIGHWAY 77 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT.
 DO6203'
 DO6203'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6203'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6203'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M
 DO6203'(3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 11.3 M (37.1
 DO6203'FT) NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 77, 71.6 M
 DO6203'(234.9 FT) EAST OF A POWER POLE -68- WITH THREE GUY WIRES, 69.2 M
 DO6203'(252.6 FT) WEST OF THE CENTER OF A PRIVATE DRIVEWAY -75014-, AND
 DO6203'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6203'WITNESS POSTS.
 DO6203'
 DO6203'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6203'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES TO THE NORTH
 DO6203'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6204 ***********************************************************************
 DO6204  DESIGNATION -  8E76
 DO6204  PID         -  DO6204
 DO6204  STATE/COUNTY-  WI/ASHLAND
 DO6204  COUNTRY     -  US
 DO6204  USGS QUAD   -  MOUNT WHITTLESEY (2018)
 DO6204
 DO6204                         *CURRENT SURVEY CONTROL
 DO6204  ______________________________________________________________________
 DO6204* NAD 83(1986) POSITION- 46 19 39.5    (N) 090 34 20.9    (W)   HD_HELD2
 DO6204* NAVD 88 ORTHO HEIGHT -   445.009 (meters)     1460.00  (feet) ADJUSTED
 DO6204  ______________________________________________________________________
 DO6204  GEOID HEIGHT    -        -30.534 (meters)                     GEOID18
 DO6204  DYNAMIC HEIGHT  -        445.021 (meters)     1460.04  (feet) COMP
 DO6204  MODELED GRAVITY -    980,628.1   (mgal)                       NAVD 88
 DO6204
 DO6204  VERT ORDER      -  SECOND    CLASS I
 DO6204
 DO6204.The horizontal coordinates were established by autonomous hand held GPS
 DO6204.observations and have an estimated accuracy of +/- 10 meters.
 DO6204
 DO6204.The orthometric height was determined by differential leveling and
 DO6204.adjusted by the NATIONAL GEODETIC SURVEY
 DO6204.in February 2017.
 DO6204
 DO6204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6204.GEOID18 height accuracy estimate available here.
 DO6204
 DO6204.Click photographs - Photos may exist for this station.
 DO6204
 DO6204.The dynamic height is computed by dividing the NAVD 88
 DO6204.geopotential number by the normal gravity value computed on the
 DO6204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6204.degrees latitude (g = 980.6199 gals.).
 DO6204
 DO6204.The modeled gravity was interpolated from observed gravity values.
 DO6204
 DO6204;                    North         East    Units  Estimated Accuracy
 DO6204;SPC WI N     -   129,195.      555,920.      MT  (+/- 10 meters HH2 GPS)
 DO6204
 DO6204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8685433315(NAD 83)
 DO6204
 DO6204                          SUPERSEDED SURVEY CONTROL
 DO6204
 DO6204  NAVD 88 (07/25/13)  445.030  (m)         1460.07   (f) SUPERSEDED  2 1
 DO6204
 DO6204.Superseded values are not recommended for survey control.
 DO6204
 DO6204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6204.See file dsdata.pdf to determine how the superseded data were derived.
 DO6204
 DO6204_MARKER: DD = SURVEY DISK
 DO6204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6204_STAMPING: 8E76 2011
 DO6204_MARK LOGO: WIDT
 DO6204_PROJECTION: FLUSH
 DO6204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6204+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2012
 DO6204
 DO6204  HISTORY     - Date     Condition        Report By
 DO6204  HISTORY     - 2011     MONUMENTED       WIDT
 DO6204  HISTORY     - 20121030 GOOD             WIDT
 DO6204
 DO6204                          STATION DESCRIPTION
 DO6204
 DO6204'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6204'THE STATION IS LOCATED 8.9 MI (14.3 KM) SOUTHEAST OF HIGH BRIDGE, 8.4
 DO6204'MI (13.5 KM) SOUTHWEST OF UPSON, AND 4.2 MI (6.8 KM) EAST OF MELLEN.
 DO6204'
 DO6204'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO6204'HIGHWAY 77 IN THE CITY OF MELLEN, GO EAST ON STATE HIGHWAY 77 FOR 4.15
 DO6204'MI (6.7 KM) TO LAKE DRIVE ON THE RIGHT, CONTINUE EAST ON STATE HIGHWAY
 DO6204'77 FOR 0.35 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DO6204'
 DO6204'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6204'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6204'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6204'HIGHWAY PAVEMENT.  THE STATION IS 12.5 M (41.0 FT) NORTH OF THE
 DO6204'CENTERLINE OF STATE HIGHWAY 77, 17.1 M (56.1 FT) WEST OF A TELEPHONE
 DO6204'JUNCTION BOX --MLLN 3000 34--, 10 M (32.8 FT) WEST OF THE CENTER OF A
 DO6204'GRAVEL DRIVEWAY LEADING NORTH, 6.9 M (22.6 FT) NORTHWEST OF A WOODEN
 DO6204'POST FOR A -NO PASSING ZONE- SIGN, AND LOCATED IN THE CENTER OF A
 DO6204'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6204'
 DO6204'NOTE-THIS STATION IS LOCATED UNDERNEATH OVERHEAD POWER LINES AND IS
 DO6204'OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 25 DEGREES ABOVE THE
 DO6204'HORIZON AND TREES TO THE NORTH EXTENDING TO 45 DEGREES ABOVE THE
 DO6204'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6053 ***********************************************************************
 DO6053  DESIGNATION -  8F01
 DO6053  PID         -  DO6053
 DO6053  STATE/COUNTY-  WI/ASHLAND
 DO6053  COUNTRY     -  US
 DO6053  USGS QUAD   -  BUTTERNUT (2018)
 DO6053
 DO6053                         *CURRENT SURVEY CONTROL
 DO6053  ______________________________________________________________________
 DO6053* NAD 83(1986) POSITION- 46 01 46.3    (N) 090 26 48.5    (W)   HD_HELD2
 DO6053* NAVD 88 ORTHO HEIGHT -   484.787 (meters)     1590.51  (feet) ADJUSTED
 DO6053  ______________________________________________________________________
 DO6053  GEOID HEIGHT    -        -30.494 (meters)                     GEOID18
 DO6053  DYNAMIC HEIGHT  -        484.780 (meters)     1590.48  (feet) COMP
 DO6053  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DO6053
 DO6053  VERT ORDER      -  SECOND    CLASS I
 DO6053
 DO6053.The horizontal coordinates were established by autonomous hand held GPS
 DO6053.observations and have an estimated accuracy of +/- 10 meters.
 DO6053
 DO6053.The orthometric height was determined by differential leveling and
 DO6053.adjusted by the NATIONAL GEODETIC SURVEY
 DO6053.in February 2017.
 DO6053
 DO6053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6053.GEOID18 height accuracy estimate available here.
 DO6053
 DO6053.Click photographs - Photos may exist for this station.
 DO6053
 DO6053.The dynamic height is computed by dividing the NAVD 88
 DO6053.geopotential number by the normal gravity value computed on the
 DO6053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6053.degrees latitude (g = 980.6199 gals.).
 DO6053
 DO6053.The modeled gravity was interpolated from observed gravity values.
 DO6053
 DO6053;                    North         East    Units  Estimated Accuracy
 DO6053;SPC WI N     -    95,999.      565,409.      MT  (+/- 10 meters HH2 GPS)
 DO6053
 DO6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9759200497(NAD 83)
 DO6053
 DO6053                          SUPERSEDED SURVEY CONTROL
 DO6053
 DO6053  NAVD 88 (07/25/13)  484.788  (m)         1590.51   (f) SUPERSEDED  2 1
 DO6053
 DO6053.Superseded values are not recommended for survey control.
 DO6053
 DO6053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6053.See file dsdata.pdf to determine how the superseded data were derived.
 DO6053
 DO6053_MARKER: DD = SURVEY DISK
 DO6053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6053_STAMPING: 8F01 2011
 DO6053_MARK LOGO: WIDT
 DO6053_PROJECTION: PROJECTING 10 CENTIMETERS
 DO6053_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6053+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO6053
 DO6053  HISTORY     - Date     Condition        Report By
 DO6053  HISTORY     - 2011     MONUMENTED       WIDT
 DO6053  HISTORY     - 20121115 GOOD             WIDT
 DO6053
 DO6053                          STATION DESCRIPTION
 DO6053
 DO6053'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6053'THE STATION IS LOCATED 9.7 MI (15.6 KM) SOUTHEAST OF GLIDDEN, 6.6 MI
 DO6053'(10.6 KM) NORTH OF PARK FALLS, AND 2.4 MI (3.9 KM) NORTHEAST OF
 DO6053'BUTTERNUT.
 DO6053'
 DO6053'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6053'HIGHWAY F ABOUT 6 MI (9.7 KM) NORTH OF THE CITY OF PARK FALLS AND IN
 DO6053'THE VILLAGE OF BUTTERNUT, GO EAST ON COUNTY HIGHWAY F FOR 3.05 MI (4.9
 DO6053'KM) TO A LEFT CURVE IN THE HIGHWAY WITH BLUEBERRY ROAD TO THE EAST AND
 DO6053'AGENDA ROAD TO THE SOUTH, CURVE LEFT AND CONTINUE NORTH ON COUNTY
 DO6053'HIGHWAY F FOR 0.35 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DO6053'
 DO6053'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6053'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6053'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6053'HIGHWAY PAVEMENT.  THE STATION IS 9.7 M (31.8 FT) EAST OF THE
 DO6053'CENTERLINE OF COUNTY HIGHWAY F, 57.3 M (188.0 FT) NORTH OF THE CENTER
 DO6053'OF A PRIVATE DRIVEWAY -82693-, 35.7 M (117.1 FT) SOUTHEAST OF A POWER
 DO6053'POLE --14-96/35--, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6053'THREE WHITE PLASTIC WITNESS POSTS.
 DO6053'
 DO6053'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DO6053'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6052 ***********************************************************************
 DO6052  DESIGNATION -  8F02
 DO6052  PID         -  DO6052
 DO6052  STATE/COUNTY-  WI/ASHLAND
 DO6052  COUNTRY     -  US
 DO6052  USGS QUAD   -  BUTTERNUT (2018)
 DO6052
 DO6052                         *CURRENT SURVEY CONTROL
 DO6052  ______________________________________________________________________
 DO6052* NAD 83(1986) POSITION- 46 02 46.8    (N) 090 25 57.7    (W)   HD_HELD2
 DO6052* NAVD 88 ORTHO HEIGHT -   489.898 (meters)     1607.27  (feet) ADJUSTED
 DO6052  ______________________________________________________________________
 DO6052  GEOID HEIGHT    -        -30.505 (meters)                     GEOID18
 DO6052  DYNAMIC HEIGHT  -        489.891 (meters)     1607.25  (feet) COMP
 DO6052  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 DO6052
 DO6052  VERT ORDER      -  SECOND    CLASS I
 DO6052
 DO6052.The horizontal coordinates were established by autonomous hand held GPS
 DO6052.observations and have an estimated accuracy of +/- 10 meters.
 DO6052
 DO6052.The orthometric height was determined by differential leveling and
 DO6052.adjusted by the NATIONAL GEODETIC SURVEY
 DO6052.in February 2017.
 DO6052
 DO6052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6052.GEOID18 height accuracy estimate available here.
 DO6052
 DO6052.Click photographs - Photos may exist for this station.
 DO6052
 DO6052.The dynamic height is computed by dividing the NAVD 88
 DO6052.geopotential number by the normal gravity value computed on the
 DO6052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6052.degrees latitude (g = 980.6199 gals.).
 DO6052
 DO6052.The modeled gravity was interpolated from observed gravity values.
 DO6052
 DO6052;                    North         East    Units  Estimated Accuracy
 DO6052;SPC WI N     -    97,861.      566,512.      MT  (+/- 10 meters HH2 GPS)
 DO6052
 DO6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9862402400(NAD 83)
 DO6052
 DO6052                          SUPERSEDED SURVEY CONTROL
 DO6052
 DO6052  NAVD 88 (07/25/13)  489.900  (m)         1607.28   (f) SUPERSEDED  2 1
 DO6052
 DO6052.Superseded values are not recommended for survey control.
 DO6052
 DO6052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6052.See file dsdata.pdf to determine how the superseded data were derived.
 DO6052
 DO6052_MARKER: DD = SURVEY DISK
 DO6052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6052_STAMPING: 8F02 2011
 DO6052_MARK LOGO: WIDT
 DO6052_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6052+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO6052
 DO6052  HISTORY     - Date     Condition        Report By
 DO6052  HISTORY     - 2011     MONUMENTED       WIDT
 DO6052  HISTORY     - 20121115 GOOD             WIDT
 DO6052
 DO6052                          STATION DESCRIPTION
 DO6052
 DO6052'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6052'THE STATION IS LOCATED 9.3 MI (15.0 KM) SOUTHEAST OF GLIDDEN, 7.8 MI
 DO6052'(12.6 KM) NORTH OF PARK FALLS, AND 3.6 MI (5.8 KM) NORTHEAST OF
 DO6052'BUTTERNUT.
 DO6052'
 DO6052'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6052'HIGHWAY F ABOUT 6 MI (9.7 KM) NORTH OF THE CITY OF PARK FALLS AND IN
 DO6052'THE VILLAGE OF BUTTERNUT, GO EAST AND NORTH ON COUNTY HIGHWAY F FOR
 DO6052'4.1 MI (6.6 KM) TO A RIGHT CURVE IN THE HIGHWAY WITH FLOWER LANE TO
 DO6052'THE WEST AND RAVEN LANE TO THE NORTH, CURVE RIGHT AND CONTINUE
 DO6052'NORTHEAST ON COUNTY HIGHWAY F FOR 0.9 MI (1.4 KM) TO THE STATION ON
 DO6052'THE RIGHT.
 DO6052'
 DO6052'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6052'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6052'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6052'HIGHWAY PAVEMENT.  THE STATION IS 9.4 M (30.8 FT) SOUTH OF THE
 DO6052'CENTERLINE OF COUNTY HIGHWAY F, 25.5 M (83.7 FT) SOUTHWEST OF A WOODEN
 DO6052'POST FOR A -LEFT TURN 25 MPH- SIGN, AND LOCATED IN THE CENTER OF A
 DO6052'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6052'
 DO6052'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6052'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6051 ***********************************************************************
 DO6051  DESIGNATION -  8F03
 DO6051  PID         -  DO6051
 DO6051  STATE/COUNTY-  WI/ASHLAND
 DO6051  COUNTRY     -  US
 DO6051  USGS QUAD   -  BUTTERNUT (2018)
 DO6051
 DO6051                         *CURRENT SURVEY CONTROL
 DO6051  ______________________________________________________________________
 DO6051* NAD 83(1986) POSITION- 46 03 09.5    (N) 090 24 21.7    (W)   HD_HELD2
 DO6051* NAVD 88 ORTHO HEIGHT -   496.194 (meters)     1627.93  (feet) ADJUSTED
 DO6051  ______________________________________________________________________
 DO6051  GEOID HEIGHT    -        -30.513 (meters)                     GEOID18
 DO6051  DYNAMIC HEIGHT  -        496.187 (meters)     1627.91  (feet) COMP
 DO6051  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 DO6051
 DO6051  VERT ORDER      -  SECOND    CLASS I
 DO6051
 DO6051.The horizontal coordinates were established by autonomous hand held GPS
 DO6051.observations and have an estimated accuracy of +/- 10 meters.
 DO6051
 DO6051.The orthometric height was determined by differential leveling and
 DO6051.adjusted by the NATIONAL GEODETIC SURVEY
 DO6051.in February 2017.
 DO6051
 DO6051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6051.GEOID18 height accuracy estimate available here.
 DO6051
 DO6051.Click photographs - Photos may exist for this station.
 DO6051
 DO6051.The dynamic height is computed by dividing the NAVD 88
 DO6051.geopotential number by the normal gravity value computed on the
 DO6051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6051.degrees latitude (g = 980.6199 gals.).
 DO6051
 DO6051.The modeled gravity was interpolated from observed gravity values.
 DO6051
 DO6051;                    North         East    Units  Estimated Accuracy
 DO6051;SPC WI N     -    98,551.      568,579.      MT  (+/- 10 meters HH2 GPS)
 DO6051
 DO6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0066403167(NAD 83)
 DO6051
 DO6051                          SUPERSEDED SURVEY CONTROL
 DO6051
 DO6051  NAVD 88 (07/25/13)  496.197  (m)         1627.94   (f) SUPERSEDED  2 1
 DO6051
 DO6051.Superseded values are not recommended for survey control.
 DO6051
 DO6051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6051.See file dsdata.pdf to determine how the superseded data were derived.
 DO6051
 DO6051_MARKER: DD = SURVEY DISK
 DO6051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6051_STAMPING: 8F03 2011
 DO6051_MARK LOGO: WIDT
 DO6051_PROJECTION: FLUSH
 DO6051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6051+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO6051
 DO6051  HISTORY     - Date     Condition        Report By
 DO6051  HISTORY     - 2011     MONUMENTED       WIDT
 DO6051  HISTORY     - 20121115 GOOD             WIDT
 DO6051
 DO6051                          STATION DESCRIPTION
 DO6051
 DO6051'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6051'THE STATION IS LOCATED 10.0 MI (16.1 KM) SOUTHEAST OF GLIDDEN, 8.3 MI
 DO6051'(13.4 KM) NORTH OF PARK FALLS, AND 4.9 MI (7.9 KM) NORTHEAST OF
 DO6051'BUTTERNUT.
 DO6051'
 DO6051'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6051'HIGHWAY F LOCATED APPROXIMATELY 6 MI (9.7 KM) NORTH OF THE CITY OF
 DO6051'PARK FALLS AND IN THE VILLAGE OF BUTTERNUT, GO EAST AND NORTH ON
 DO6051'COUNTY HIGHWAY F FOR 6.2 MI (10.0 KM) TO ORCHARD ROAD, CONTINUE EAST
 DO6051'ON COUNTY HIGHWAY F FOR 0.45 MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DO6051'
 DO6051'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6051'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6051'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6051'HIGHWAY PAVEMENT.  THE STATION IS 10.8 M (35.4 FT) SOUTH OF THE
 DO6051'CENTERLINE OF COUNTY HIGHWAY F, 32.6 M (107.0 FT) EAST OF A TELEPHONE
 DO6051'JUNCTION BOX -1367-, 30.2 M (99.1 FT) SOUTHEAST OF A POWER POLE -64
 DO6051'PEC-, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6051'PLASTIC WITNESS POSTS.
 DO6051'
 DO6051'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6051'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6049 ***********************************************************************
 DO6049  DESIGNATION -  8F04
 DO6049  PID         -  DO6049
 DO6049  STATE/COUNTY-  WI/ASHLAND
 DO6049  COUNTRY     -  US
 DO6049  USGS QUAD   -  HAY CREEK FLOWAGE (2018)
 DO6049
 DO6049                         *CURRENT SURVEY CONTROL
 DO6049  ______________________________________________________________________
 DO6049* NAD 83(1986) POSITION- 46 03 11.7    (N) 090 20 33.4    (W)   HD_HELD2
 DO6049* NAVD 88 ORTHO HEIGHT -   482.866 (meters)     1584.20  (feet) ADJUSTED
 DO6049  ______________________________________________________________________
 DO6049  GEOID HEIGHT    -        -30.547 (meters)                     GEOID18
 DO6049  DYNAMIC HEIGHT  -        482.860 (meters)     1584.18  (feet) COMP
 DO6049  MODELED GRAVITY -    980,586.6   (mgal)                       NAVD 88
 DO6049
 DO6049  VERT ORDER      -  SECOND    CLASS I
 DO6049
 DO6049.The horizontal coordinates were established by autonomous hand held GPS
 DO6049.observations and have an estimated accuracy of +/- 10 meters.
 DO6049
 DO6049.The orthometric height was determined by differential leveling and
 DO6049.adjusted by the NATIONAL GEODETIC SURVEY
 DO6049.in February 2017.
 DO6049
 DO6049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6049.GEOID18 height accuracy estimate available here.
 DO6049
 DO6049.Click photographs - Photos may exist for this station.
 DO6049
 DO6049.The dynamic height is computed by dividing the NAVD 88
 DO6049.geopotential number by the normal gravity value computed on the
 DO6049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6049.degrees latitude (g = 980.6199 gals.).
 DO6049
 DO6049.The modeled gravity was interpolated from observed gravity values.
 DO6049
 DO6049;                    North         East    Units  Estimated Accuracy
 DO6049;SPC WI N     -    98,596.      573,487.      MT  (+/- 10 meters HH2 GPS)
 DO6049
 DO6049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0556703397(NAD 83)
 DO6049
 DO6049                          SUPERSEDED SURVEY CONTROL
 DO6049
 DO6049  NAVD 88 (07/25/13)  482.871  (m)         1584.22   (f) SUPERSEDED  2 1
 DO6049
 DO6049.Superseded values are not recommended for survey control.
 DO6049
 DO6049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6049.See file dsdata.pdf to determine how the superseded data were derived.
 DO6049
 DO6049_MARKER: DD = SURVEY DISK
 DO6049_SETTING: 66 = SET IN ROCK OUTCROP
 DO6049_STAMPING: 8F04 2011
 DO6049_MARK LOGO: WIDT
 DO6049_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO6049+STABILITY: POSITION/ELEVATION WELL
 DO6049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6049+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2012
 DO6049
 DO6049  HISTORY     - Date     Condition        Report By
 DO6049  HISTORY     - 2011     MONUMENTED       WIDT
 DO6049  HISTORY     - 20121114 GOOD             WIDT
 DO6049
 DO6049                          STATION DESCRIPTION
 DO6049
 DO6049'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6049'THE STATION IS LOCATED 12.6 MI (20.3 KM) SOUTHEAST OF GLIDDEN, 9.5 MI
 DO6049'(15.3 KM) NORTHEAST OF PARK FALLS, AND 7.6 MI (12.2 KM) EAST-NORTHEAST
 DO6049'OF BUTTERNUT.
 DO6049'
 DO6049'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6049'HIGHWAY F ABOUT 6 MI (9.7 KM) NORTH OF THE CITY OF PARK FALLS AND IN
 DO6049'THE VILLAGE OF BUTTERNUT, GO EAST ON ALONG COUNTY HIGHWAY F FOR 9.3 MI
 DO6049'(15.0 KM) TO RODDIS LANE ROAD ON THE LEFT, CONTINUE EAST ON COUNTY
 DO6049'HIGHWAY F FOR 0.45 MI TO THE STATION ON THE LEFT.
 DO6049'
 DO6049'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6049'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN AN EXPOSED
 DO6049'PORTION OF BEDROCK, APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DO6049'THE STATION IS 10.5 M (34.4 FT) NORTH OF THE CENTERLINE OF COUNTY
 DO6049'HIGHWAY F, 40.2 M (131.9 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE
 DO6049'ENTRANCE -87865-, 23.8 M (78.1 FT) NORTHWEST OF A POWER POLE --JAB
 DO6049'9-95--, AND 0.6 M (2.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DO6049'
 DO6049'NOTE-THIS STATION HAS VOLTAGE TRANSMISSION LINES OVERHEAD TO THE NORTH
 DO6049'OF THE SURVEY MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6048 ***********************************************************************
 DO6048  DESIGNATION -  8F05
 DO6048  PID         -  DO6048
 DO6048  STATE/COUNTY-  WI/ASHLAND
 DO6048  COUNTRY     -  US
 DO6048  USGS QUAD   -  HAY CREEK FLOWAGE (2018)
 DO6048
 DO6048                         *CURRENT SURVEY CONTROL
 DO6048  ______________________________________________________________________
 DO6048* NAD 83(1986) POSITION- 46 03 53.6    (N) 090 18 11.4    (W)   HD_HELD2
 DO6048* NAVD 88 ORTHO HEIGHT -   469.245 (meters)     1539.51  (feet) ADJUSTED
 DO6048  ______________________________________________________________________
 DO6048  GEOID HEIGHT    -        -30.582 (meters)                     GEOID18
 DO6048  DYNAMIC HEIGHT  -        469.238 (meters)     1539.49  (feet) COMP
 DO6048  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DO6048
 DO6048  VERT ORDER      -  SECOND    CLASS I
 DO6048
 DO6048.The horizontal coordinates were established by autonomous hand held GPS
 DO6048.observations and have an estimated accuracy of +/- 10 meters.
 DO6048
 DO6048.The orthometric height was determined by differential leveling and
 DO6048.adjusted by the NATIONAL GEODETIC SURVEY
 DO6048.in February 2017.
 DO6048
 DO6048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6048.GEOID18 height accuracy estimate available here.
 DO6048
 DO6048.Click photographs - Photos may exist for this station.
 DO6048
 DO6048.The dynamic height is computed by dividing the NAVD 88
 DO6048.geopotential number by the normal gravity value computed on the
 DO6048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6048.degrees latitude (g = 980.6199 gals.).
 DO6048
 DO6048.The modeled gravity was interpolated from observed gravity values.
 DO6048
 DO6048;                    North         East    Units  Estimated Accuracy
 DO6048;SPC WI N     -    99,877.      576,544.      MT  (+/- 10 meters HH2 GPS)
 DO6048
 DO6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0857504793(NAD 83)
 DO6048
 DO6048                          SUPERSEDED SURVEY CONTROL
 DO6048
 DO6048  NAVD 88 (07/25/13)  469.251  (m)         1539.53   (f) SUPERSEDED  2 1
 DO6048
 DO6048.Superseded values are not recommended for survey control.
 DO6048
 DO6048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6048.See file dsdata.pdf to determine how the superseded data were derived.
 DO6048
 DO6048_MARKER: DD = SURVEY DISK
 DO6048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6048_SP_SET: BRIDGE ABUTMENT
 DO6048_STAMPING: 8F05 2011
 DO6048_MARK LOGO: WIDT
 DO6048_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6048+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2012
 DO6048
 DO6048  HISTORY     - Date     Condition        Report By
 DO6048  HISTORY     - 2011     MONUMENTED       WIDT
 DO6048  HISTORY     - 20121114 GOOD             WIDT
 DO6048
 DO6048                          STATION DESCRIPTION
 DO6048
 DO6048'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6048'THE STATION IS LOCATED 13.4 MI (21.6 KM) SOUTHWEST OF MERCER, 11.1 MI
 DO6048'(17.9 KM) NORTHEAST OF PARK FALLS, AND 9.7 MI (15.6 KM) EAST-NORTHEAST
 DO6048'OF BUTTERNUT.
 DO6048'
 DO6048'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6048'HIGHWAY F ABOUT 6 MI (9.7 KM) NORTH OF THE CITY OF PARK FALLS AND IN
 DO6048'THE VILLAGE OF BUTTERNUT, GO EAST ON COUNTY HIGHWAY F FOR 11.35 MI
 DO6048'(18.3 KM) HEMLOCK LANE ON THE RIGHT, CONTINUE NORTHEAST ON COUNTY
 DO6048'HIGHWAY F FOR 0.55 MI (0.9 KM) TO A BRIDGE OVER SWAMP CREEK AND THE
 DO6048'STATION ON THE LEFT, LOCATED ABOUT 0.15 MI (0.2 KM) WEST OF
 DO6048'ASHLAND-IRON COUNTY LINE.
 DO6048'
 DO6048'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6048'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DO6048'OF THE EAST BRIDGE ABUTMENT.  THE STATION IS 4.4 M (14.4 FT) NORTH OF
 DO6048'THE CENTERLINE OF COUNTY HIGHWAY F AND 0.6 M (2.0 FT) WEST OF A WHITE
 DO6048'PLASTIC WITNESS POST.
 DO6048'
 DO6048'NOTE-THIS STATION HAS VOLTAGE TRANSMISSION LINES OVERHEAD TO THE NORTH
 DO6048'OF THE SURVEY MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6047 ***********************************************************************
 DO6047  DESIGNATION -  8F06
 DO6047  PID         -  DO6047
 DO6047  STATE/COUNTY-  WI/IRON
 DO6047  COUNTRY     -  US
 DO6047  USGS QUAD   -  HAY CREEK FLOWAGE (2018)
 DO6047
 DO6047                         *CURRENT SURVEY CONTROL
 DO6047  ______________________________________________________________________
 DO6047* NAD 83(1986) POSITION- 46 04 53.0    (N) 090 16 17.4    (W)   HD_HELD2
 DO6047* NAVD 88 ORTHO HEIGHT -   479.940 (meters)     1574.60  (feet) ADJUSTED
 DO6047  ______________________________________________________________________
 DO6047  GEOID HEIGHT    -        -30.611 (meters)                     GEOID18
 DO6047  DYNAMIC HEIGHT  -        479.933 (meters)     1574.58  (feet) COMP
 DO6047  MODELED GRAVITY -    980,585.4   (mgal)                       NAVD 88
 DO6047
 DO6047  VERT ORDER      -  SECOND    CLASS I
 DO6047
 DO6047.The horizontal coordinates were established by autonomous hand held GPS
 DO6047.observations and have an estimated accuracy of +/- 10 meters.
 DO6047
 DO6047.The orthometric height was determined by differential leveling and
 DO6047.adjusted by the NATIONAL GEODETIC SURVEY
 DO6047.in February 2017.
 DO6047
 DO6047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6047.GEOID18 height accuracy estimate available here.
 DO6047
 DO6047.Click photographs - Photos may exist for this station.
 DO6047
 DO6047.The dynamic height is computed by dividing the NAVD 88
 DO6047.geopotential number by the normal gravity value computed on the
 DO6047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6047.degrees latitude (g = 980.6199 gals.).
 DO6047
 DO6047.The modeled gravity was interpolated from observed gravity values.
 DO6047
 DO6047;                    North         East    Units  Estimated Accuracy
 DO6047;SPC WI N     -   101,702.      579,001.      MT  (+/- 10 meters HH2 GPS)
 DO6047
 DO6047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1096106710(NAD 83)
 DO6047
 DO6047                          SUPERSEDED SURVEY CONTROL
 DO6047
 DO6047  NAVD 88 (07/25/13)  479.947  (m)         1574.63   (f) SUPERSEDED  2 1
 DO6047
 DO6047.Superseded values are not recommended for survey control.
 DO6047
 DO6047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6047.See file dsdata.pdf to determine how the superseded data were derived.
 DO6047
 DO6047_MARKER: DD = SURVEY DISK
 DO6047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6047_STAMPING: 8F06 2011
 DO6047_MARK LOGO: WIDT
 DO6047_PROJECTION: FLUSH
 DO6047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6047+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2012
 DO6047
 DO6047  HISTORY     - Date     Condition        Report By
 DO6047  HISTORY     - 2011     MONUMENTED       WIDT
 DO6047  HISTORY     - 20121113 GOOD             WIDT
 DO6047
 DO6047                          STATION DESCRIPTION
 DO6047
 DO6047'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6047'THE STATION IS LOCATED 13.0 MI (20.9 KM) NORTHEAST OF PARK FALLS, 11.5
 DO6047'MI (18.5 KM) SOUTHWEST OF MERCER, AND 11.5 MI (18.5 KM) EAST-NORTHEAST
 DO6047'OF BUTTERNUT.
 DO6047'
 DO6047'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6047'HIGHWAY FF LOCATED APPROXIMATELY 20 MI (32.2 KM) SOUTH OF THE CITY OF
 DO6047'HURLEY, GO SOUTHWEST ON COUNTY HIGHWAY FF FOR 11.4 MI (18.3 KM) TO
 DO6047'SWAMP CREEK ROAD ON THE RIGHT.  CURVE LEFT AND CONTINUE SOUTH ON
 DO6047'COUNTY HIGHWAY FF FOR 2.4 MI (3.9 KM) TO MILLER ROAD ON THE LEFT,
 DO6047'CONTINUE SOUTH ON COUNTY HIGHWAY FF FOR 0.2 MI (0.3 KM) TO THE STATION
 DO6047'ON THE RIGHT.
 DO6047'
 DO6047'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6047'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6047'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6047'HIGHWAY PAVEMENT.  THE STATION IS 12.3 M (40.4 FT) WEST OF THE
 DO6047'CENTERLINE OF COUNTY HIGHWAY FF, 40.5 M (132.9 FT) NORTHWEST OF A
 DO6047'POWER POLE -184 1/2 PEC-, 31.4 M (103.0 FT) SOUTH OF A POWER POLE -185
 DO6047'PEC- WITH A TRANSFORMER AND TWO GUY WIRES, AND LOCATED IN THE CENTER
 DO6047'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6047'
 DO6047'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6047'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6046 ***********************************************************************
 DO6046  DESIGNATION -  8F07
 DO6046  PID         -  DO6046
 DO6046  STATE/COUNTY-  WI/IRON
 DO6046  COUNTRY     -  US
 DO6046  USGS QUAD   -  HAY CREEK FLOWAGE (2018)
 DO6046
 DO6046                         *CURRENT SURVEY CONTROL
 DO6046  ______________________________________________________________________
 DO6046* NAD 83(1986) POSITION- 46 06 27.     (N) 090 15 53.     (W)   SCALED
 DO6046* NAVD 88 ORTHO HEIGHT -   496.586 (meters)     1629.22  (feet) ADJUSTED
 DO6046  ______________________________________________________________________
 DO6046  GEOID HEIGHT    -        -30.617 (meters)                     GEOID18
 DO6046  DYNAMIC HEIGHT  -        496.579 (meters)     1629.19  (feet) COMP
 DO6046  MODELED GRAVITY -    980,585.9   (mgal)                       NAVD 88
 DO6046
 DO6046  VERT ORDER      -  SECOND    CLASS I
 DO6046
 DO6046.The horizontal coordinates were scaled from a map and have
 DO6046.an estimated accuracy of +/- 6 seconds.
 DO6046
 DO6046.The orthometric height was determined by differential leveling and
 DO6046.adjusted by the NATIONAL GEODETIC SURVEY
 DO6046.in February 2017.
 DO6046
 DO6046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6046.GEOID18 height accuracy estimate available here.
 DO6046
 DO6046.Click photographs - Photos may exist for this station.
 DO6046
 DO6046.The dynamic height is computed by dividing the NAVD 88
 DO6046.geopotential number by the normal gravity value computed on the
 DO6046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6046.degrees latitude (g = 980.6199 gals.).
 DO6046
 DO6046.The modeled gravity was interpolated from observed gravity values.
 DO6046
 DO6046;                    North         East    Units  Estimated Accuracy
 DO6046;SPC WI N     -   104,600.      579,540.      MT  (+/- 180 meters Scaled)
 DO6046
 DO6046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM113096(NAD 83)
 DO6046
 DO6046                          SUPERSEDED SURVEY CONTROL
 DO6046
 DO6046  NAVD 88 (07/25/13)  496.594  (m)         1629.24   (f) SUPERSEDED  2 1
 DO6046
 DO6046.Superseded values are not recommended for survey control.
 DO6046
 DO6046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6046.See file dsdata.pdf to determine how the superseded data were derived.
 DO6046
 DO6046_MARKER: DD = SURVEY DISK
 DO6046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6046_STAMPING: 8F07 2011
 DO6046_MARK LOGO: WIDT
 DO6046_PROJECTION: FLUSH
 DO6046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6046
 DO6046  HISTORY     - Date     Condition        Report By
 DO6046  HISTORY     - 2011     MONUMENTED       WIDT
 DO6046  HISTORY     - 20121113 GOOD             WIDT
 DO6046
 DO6046                          STATION DESCRIPTION
 DO6046
 DO6046'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6046'THE STATION IS LOCATED 15.1 MI (24.3 KM) EAST OF GLIDDEN, 12.7 MI
 DO6046'(20.4 KM) NORTHEAST OF BUTTERNUT, AND 10.5 MI (16.9 KM) SOUTHWEST OF
 DO6046'MERCER.
 DO6046'
 DO6046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6046'HIGHWAY FF LOCATED APPROXIMATELY 20 MI (32.2 KM) SOUTH OF THE CITY OF
 DO6046'HURLEY, GO SOUTHWEST ON COUNTY HIGHWAY FF FOR 11.4 MI (18.3 KM) TO
 DO6046'SWAMP CREEK ROAD ON THE RIGHT.  CURVE LEFT AND CONTINUE SOUTH ON
 DO6046'COUNTY HIGHWAY FF FOR 0.75 MI (1.2 KM) TO THE STATION ON THE LEFT.
 DO6046'
 DO6046'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6046'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6046'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M
 DO6046'(3.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 11.2 M
 DO6046'(36.7 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY FF, 54.9 M (180.1
 DO6046'FT) NORTH OF A POWER POLE, 43.0 M (141.1 FT) SOUTH OF A POWER POLE,
 DO6046'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6046'WITNESS POSTS.
 DO6046'
 DO6046'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO
 DO6046'THE EAST EXTENDING TO 50 DEGREES ABOVE THE HORIZON AND TREES TO THE
 DO6046'WEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6045 ***********************************************************************
 DO6045  DESIGNATION -  8F08
 DO6045  PID         -  DO6045
 DO6045  STATE/COUNTY-  WI/IRON
 DO6045  COUNTRY     -  US
 DO6045  USGS QUAD   -  LAKE OF THE FALLS (2018)
 DO6045
 DO6045                         *CURRENT SURVEY CONTROL
 DO6045  ______________________________________________________________________
 DO6045* NAD 83(1986) POSITION- 46 08 06.     (N) 090 14 53.     (W)   SCALED
 DO6045* NAVD 88 ORTHO HEIGHT -   498.541 (meters)     1635.63  (feet) ADJUSTED
 DO6045  ______________________________________________________________________
 DO6045  GEOID HEIGHT    -        -30.632 (meters)                     GEOID18
 DO6045  DYNAMIC HEIGHT  -        498.534 (meters)     1635.61  (feet) COMP
 DO6045  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 DO6045
 DO6045  VERT ORDER      -  SECOND    CLASS I
 DO6045
 DO6045.The horizontal coordinates were scaled from a map and have
 DO6045.an estimated accuracy of +/- 6 seconds.
 DO6045
 DO6045.The orthometric height was determined by differential leveling and
 DO6045.adjusted by the NATIONAL GEODETIC SURVEY
 DO6045.in February 2017.
 DO6045
 DO6045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6045.GEOID18 height accuracy estimate available here.
 DO6045
 DO6045.Click photographs - Photos may exist for this station.
 DO6045
 DO6045.The dynamic height is computed by dividing the NAVD 88
 DO6045.geopotential number by the normal gravity value computed on the
 DO6045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6045.degrees latitude (g = 980.6199 gals.).
 DO6045
 DO6045.The modeled gravity was interpolated from observed gravity values.
 DO6045
 DO6045;                    North         East    Units  Estimated Accuracy
 DO6045;SPC WI N     -   107,660.      580,830.      MT  (+/- 180 meters Scaled)
 DO6045
 DO6045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM125127(NAD 83)
 DO6045
 DO6045                          SUPERSEDED SURVEY CONTROL
 DO6045
 DO6045  NAVD 88 (07/25/13)  498.550  (m)         1635.66   (f) SUPERSEDED  2 1
 DO6045
 DO6045.Superseded values are not recommended for survey control.
 DO6045
 DO6045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6045.See file dsdata.pdf to determine how the superseded data were derived.
 DO6045
 DO6045_MARKER: DD = SURVEY DISK
 DO6045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6045_STAMPING: 8F08 2011
 DO6045_MARK LOGO: WIDT
 DO6045_PROJECTION: FLUSH
 DO6045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6045+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2012
 DO6045
 DO6045  HISTORY     - Date     Condition        Report By
 DO6045  HISTORY     - 2011     MONUMENTED       WIDT
 DO6045  HISTORY     - 20121113 GOOD             WIDT
 DO6045
 DO6045                          STATION DESCRIPTION
 DO6045
 DO6045'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6045'THE STATION IS LOCATED 15.9 MI (25.6 KM) EAST OF GLIDDEN, 14.4 MI
 DO6045'(23.2 KM) NORTHEAST OF BUTTERNUT, AND 9.1 MI (14.6 KM) SOUTHWEST OF
 DO6045'MERCER.
 DO6045'
 DO6045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6045'HIGHWAY FF LOCATED APPROXIMATELY 20 MI (32.2 KM) SOUTH OF THE CITY OF
 DO6045'HURLEY, GO SOUTHWEST ON COUNTY HIGHWAY FF FOR 8.45 MI (13.6 KM) TO
 DO6045'KIMMEAR ROAD ON THE LEFT.  CONTINUE WESTERLY ON COUNTY HIGHWAY FF FOR
 DO6045'1.35 MI (2.2 KM) TO THE STATION ON THE RIGHT.
 DO6045'
 DO6045'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6045'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6045'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6045'HIGHWAY PAVEMENT.  THE STATION IS 14.3 M (46.9 FT) NORTHWEST OF THE
 DO6045'CENTERLINE OF COUNTY HIGHWAY FF, 96.9 M (317.9 FT) WEST-SOUTHWEST OF A
 DO6045'POWER POLE -253X PEC- WITH ONE GUY WIRE, 31.9 M (104.7 FT) NORTHWEST
 DO6045'OF A TELEPHONE JUNCTION BOX -LKFC 9000 31-, AND LOCATED IN THE CENTER
 DO6045'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6045'
 DO6045'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO
 DO6045'THE NORTH AND WEST EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6044 ***********************************************************************
 DO6044  DESIGNATION -  8F09
 DO6044  PID         -  DO6044
 DO6044  STATE/COUNTY-  WI/IRON
 DO6044  COUNTRY     -  US
 DO6044  USGS QUAD   -  LAKE OF THE FALLS (2018)
 DO6044
 DO6044                         *CURRENT SURVEY CONTROL
 DO6044  ______________________________________________________________________
 DO6044* NAD 83(1986) POSITION- 46 08 34.     (N) 090 12 13.     (W)   SCALED
 DO6044* NAVD 88 ORTHO HEIGHT -   496.590 (meters)     1629.23  (feet) ADJUSTED
 DO6044  ______________________________________________________________________
 DO6044  GEOID HEIGHT    -        -30.653 (meters)                     GEOID18
 DO6044  DYNAMIC HEIGHT  -        496.584 (meters)     1629.21  (feet) COMP
 DO6044  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DO6044
 DO6044  VERT ORDER      -  SECOND    CLASS I
 DO6044
 DO6044.The horizontal coordinates were scaled from a map and have
 DO6044.an estimated accuracy of +/- 6 seconds.
 DO6044
 DO6044.The orthometric height was determined by differential leveling and
 DO6044.adjusted by the NATIONAL GEODETIC SURVEY
 DO6044.in February 2017.
 DO6044
 DO6044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6044.GEOID18 height accuracy estimate available here.
 DO6044
 DO6044.Click photographs - Photos may exist for this station.
 DO6044
 DO6044.The dynamic height is computed by dividing the NAVD 88
 DO6044.geopotential number by the normal gravity value computed on the
 DO6044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6044.degrees latitude (g = 980.6199 gals.).
 DO6044
 DO6044.The modeled gravity was interpolated from observed gravity values.
 DO6044
 DO6044;                    North         East    Units  Estimated Accuracy
 DO6044;SPC WI N     -   108,510.      584,270.      MT  (+/- 180 meters Scaled)
 DO6044
 DO6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM159137(NAD 83)
 DO6044
 DO6044                          SUPERSEDED SURVEY CONTROL
 DO6044
 DO6044  NAVD 88 (07/25/13)  496.601  (m)         1629.27   (f) SUPERSEDED  2 1
 DO6044
 DO6044.Superseded values are not recommended for survey control.
 DO6044
 DO6044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6044.See file dsdata.pdf to determine how the superseded data were derived.
 DO6044
 DO6044_MARKER: DD = SURVEY DISK
 DO6044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6044_STAMPING: 8F09 2011
 DO6044_MARK LOGO: WIDT
 DO6044_PROJECTION: FLUSH
 DO6044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6044+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2012
 DO6044
 DO6044  HISTORY     - Date     Condition        Report By
 DO6044  HISTORY     - 2011     MONUMENTED       WIDT
 DO6044  HISTORY     - 20121113 GOOD             WIDT
 DO6044
 DO6044                          STATION DESCRIPTION
 DO6044
 DO6044'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6044'THE STATION IS LOCATED 17.9 MI (28.8 KM) EAST OF GLIDDEN, 16.4 MI
 DO6044'(26.4 KM) NORTHEAST OF BUTTERNUT, AND 7.0 MI (11.3 KM) SOUTHWEST OF
 DO6044'MERCER.
 DO6044'
 DO6044'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6044'HIGHWAY FF LOCATED APPROXIMATELY 20 MI (32.2 KM) SOUTH OF THE CITY OF
 DO6044'HURLEY, GO SOUTHWEST ON COUNTY HIGHWAY FF FOR 6.0 MI (9.7 KM) TO A
 DO6044'LEFT CURVE IN THE HIGHWAY AND MUSKY POINT ROAD STRAIGHT AHEAD, TO THE
 DO6044'NORTH.  CURVE LEFT AND CONTINUE WESTERLY ON COUNTY HIGHWAY FF FOR 1.45
 DO6044'MI (2.3 KM) TO THE STATION ON THE LEFT.
 DO6044'
 DO6044'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6044'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6044'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.5 M
 DO6044'(1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 13.1 M (43.0
 DO6044'FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY FF, 52.1 M (170.9 FT)
 DO6044'EAST-NORTHEAST OF A POWER POLE, 26.5 M (86.9 FT) WEST OF A POWER POLE
 DO6044'WITH ONE GUY WIRE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6044'THREE WHITE PLASTIC WITNESS POSTS.
 DO6044'
 DO6044'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO
 DO6044'THE SOUTHEAST AND TREES TO THE NORTH EXTENDING TO 40 DEGREES ABOVE THE
 DO6044'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6055 ***********************************************************************
 DO6055  DESIGNATION -  8F10
 DO6055  PID         -  DO6055
 DO6055  STATE/COUNTY-  WI/IRON
 DO6055  COUNTRY     -  US
 DO6055  USGS QUAD   -  LAKE OF THE FALLS (2018)
 DO6055
 DO6055                         *CURRENT SURVEY CONTROL
 DO6055  ______________________________________________________________________
 DO6055* NAD 83(1986) POSITION- 46 09 13.     (N) 090 10 59.     (W)   SCALED
 DO6055* NAVD 88 ORTHO HEIGHT -   483.432 (meters)     1586.06  (feet) ADJUSTED
 DO6055  ______________________________________________________________________
 DO6055  GEOID HEIGHT    -        -30.666 (meters)                     GEOID18
 DO6055  DYNAMIC HEIGHT  -        483.426 (meters)     1586.04  (feet) COMP
 DO6055  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DO6055
 DO6055  VERT ORDER      -  SECOND    CLASS I
 DO6055
 DO6055.The horizontal coordinates were scaled from a map and have
 DO6055.an estimated accuracy of +/- 6 seconds.
 DO6055
 DO6055.The orthometric height was determined by differential leveling and
 DO6055.adjusted by the NATIONAL GEODETIC SURVEY
 DO6055.in February 2017.
 DO6055
 DO6055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6055.GEOID18 height accuracy estimate available here.
 DO6055
 DO6055.Click photographs - Photos may exist for this station.
 DO6055
 DO6055.The dynamic height is computed by dividing the NAVD 88
 DO6055.geopotential number by the normal gravity value computed on the
 DO6055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6055.degrees latitude (g = 980.6199 gals.).
 DO6055
 DO6055.The modeled gravity was interpolated from observed gravity values.
 DO6055
 DO6055;                    North         East    Units  Estimated Accuracy
 DO6055;SPC WI N     -   109,710.      585,860.      MT  (+/- 180 meters Scaled)
 DO6055
 DO6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM175149(NAD 83)
 DO6055
 DO6055                          SUPERSEDED SURVEY CONTROL
 DO6055
 DO6055  NAVD 88 (07/25/13)  483.444  (m)         1586.10   (f) SUPERSEDED  2 1
 DO6055
 DO6055.Superseded values are not recommended for survey control.
 DO6055
 DO6055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6055.See file dsdata.pdf to determine how the superseded data were derived.
 DO6055
 DO6055_MARKER: DD = SURVEY DISK
 DO6055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6055_STAMPING: 8F10 2011
 DO6055_MARK LOGO: WIDT
 DO6055_PROJECTION: FLUSH
 DO6055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6055+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2012
 DO6055
 DO6055  HISTORY     - Date     Condition        Report By
 DO6055  HISTORY     - 2011     MONUMENTED       WIDT
 DO6055  HISTORY     - 20121113 GOOD             WIDT
 DO6055
 DO6055                          STATION DESCRIPTION
 DO6055
 DO6055'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6055'THE STATION IS LOCATED 19.0 MI (30.6 KM) EAST OF GLIDDEN, 17.6 MI
 DO6055'(28.3 KM) NORTHEAST OF BUTTERNUT, AND 5.9 MI (9.5 KM) WEST OF MERCER.
 DO6055'
 DO6055'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6055'HIGHWAY FF LOCATED APPROXIMATELY 20 MI (32.2 KM) SOUTH OF THE CITY OF
 DO6055'HURLEY, GO SOUTHWEST ON COUNTY HIGHWAY FF FOR 6.0 MI (9.7 KM) TO A
 DO6055'LEFT CURVE IN THE HIGHWAY AND MUSKY POINT ROAD STRAIGHT AHEAD, TO THE
 DO6055'NORTH.  CURVE LEFT AND CONTINUE WESTERLY ON COUNTY HIGHWAY FF FOR 0.1
 DO6055'MI (0.2 KM) TO THE STATION ON THE LEFT.
 DO6055'
 DO6055'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6055'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6055'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.5 M
 DO6055'(1.6 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 9.3 M (30.5
 DO6055'FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY FF, 58.2 M (190.9 FT)
 DO6055'WEST OF A METAL POST FOR A -RIGHT TURN 20 MPH- SIGN, 5.0 M (16.4 FT)
 DO6055'NORTHEAST OF A POWER POLE -R5A 155-, AND LOCATED IN THE CENTER OF A
 DO6055'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6055'
 DO6055'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO
 DO6055'THE SOUTH EXTENDING TO 50 DEGREES ABOVE THE HORIZON AND TREES TO THE
 DO6055'NORTH EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6043 ***********************************************************************
 DO6043  DESIGNATION -  8F11
 DO6043  PID         -  DO6043
 DO6043  STATE/COUNTY-  WI/IRON
 DO6043  COUNTRY     -  US
 DO6043  USGS QUAD   -  LAKE OF THE FALLS (2018)
 DO6043
 DO6043                         *CURRENT SURVEY CONTROL
 DO6043  ______________________________________________________________________
 DO6043* NAD 83(1986) POSITION- 46 09 03.1    (N) 090 09 44.3    (W)   HD_HELD2
 DO6043* NAVD 88 ORTHO HEIGHT -   484.660 (meters)     1590.09  (feet) ADJUSTED
 DO6043  ______________________________________________________________________
 DO6043  GEOID HEIGHT    -        -30.672 (meters)                     GEOID18
 DO6043  DYNAMIC HEIGHT  -        484.654 (meters)     1590.07  (feet) COMP
 DO6043  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 DO6043
 DO6043  VERT ORDER      -  SECOND    CLASS I
 DO6043
 DO6043.The horizontal coordinates were established by autonomous hand held GPS
 DO6043.observations and have an estimated accuracy of +/- 10 meters.
 DO6043
 DO6043.The orthometric height was determined by differential leveling and
 DO6043.adjusted by the NATIONAL GEODETIC SURVEY
 DO6043.in February 2017.
 DO6043
 DO6043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6043.GEOID18 height accuracy estimate available here.
 DO6043
 DO6043.Click photographs - Photos may exist for this station.
 DO6043
 DO6043.The dynamic height is computed by dividing the NAVD 88
 DO6043.geopotential number by the normal gravity value computed on the
 DO6043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6043.degrees latitude (g = 980.6199 gals.).
 DO6043
 DO6043.The modeled gravity was interpolated from observed gravity values.
 DO6043
 DO6043;                    North         East    Units  Estimated Accuracy
 DO6043;SPC WI N     -   109,400.      587,462.      MT  (+/- 10 meters HH2 GPS)
 DO6043
 DO6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1912714724(NAD 83)
 DO6043
 DO6043                          SUPERSEDED SURVEY CONTROL
 DO6043
 DO6043  NAVD 88 (07/25/13)  484.672  (m)         1590.13   (f) SUPERSEDED  2 1
 DO6043
 DO6043.Superseded values are not recommended for survey control.
 DO6043
 DO6043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6043.See file dsdata.pdf to determine how the superseded data were derived.
 DO6043
 DO6043_MARKER: DD = SURVEY DISK
 DO6043_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO6043_SP_SET: BRIDGE ABUTMENT
 DO6043_STAMPING: 8F11 2011
 DO6043_MARK LOGO: WIDT
 DO6043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6043+STABILITY: SURFACE MOTION
 DO6043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6043+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2012
 DO6043
 DO6043  HISTORY     - Date     Condition        Report By
 DO6043  HISTORY     - 2011     MONUMENTED       WIDT
 DO6043  HISTORY     - 20121108 GOOD             WIDT
 DO6043
 DO6043                          STATION DESCRIPTION
 DO6043
 DO6043'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6043'THE STATION IS LOCATED 19.8 MI (31.9 KM) EAST OF GLIDDEN, 17.7 MI
 DO6043'(28.5 KM) NORTHWEST OF LAC DU FLAMBEAU, AND 4.9 MI (7.9 KM) WEST OF
 DO6043'MERCER.
 DO6043'
 DO6043'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6043'HIGHWAY FF LOCATED APPROXIMATELY 20 MI (32.2 KM) SOUTH OF THE CITY OF
 DO6043'HURLEY, GO SOUTHWEST ON COUNTY HIGHWAY FF FOR 5.0 MI (8.0 KM) TO A
 DO6043'BRIDGE OVER A STREAM NEAR THE LAKE OF THE FALLS COUNTY PARK AND THE
 DO6043'STATION ON THE LEFT.
 DO6043'
 DO6043'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6043'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTHEAST
 DO6043'WING WALL OF THE SOUTHWEST ABUTMENT OF THE BRIDGE --B-26-3-67--.  THE
 DO6043'STATION IS 5.2 M (17.1 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DO6043'HIGHWAY FF, 2.9 M (9.5 FT) NORTHEAST OF AN IRON COUNTY GPS SURVEY
 DO6043'MONUMENT -BLACK LAKE GPS-, AND 0.3 M (1.0 FT) EAST OF A WHITE PLASTIC
 DO6043'WITNESS POST.
 DO6043'
 DO6043'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTHWEST EXTENDING TO
 DO6043'30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6042 ***********************************************************************
 DO6042  DESIGNATION -  8F12
 DO6042  PID         -  DO6042
 DO6042  STATE/COUNTY-  WI/IRON
 DO6042  COUNTRY     -  US
 DO6042  USGS QUAD   -  LAKE OF THE FALLS (2018)
 DO6042
 DO6042                         *CURRENT SURVEY CONTROL
 DO6042  ______________________________________________________________________
 DO6042* NAD 83(1986) POSITION- 46 10 02.     (N) 090 08 36.     (W)   SCALED
 DO6042* NAVD 88 ORTHO HEIGHT -   487.342 (meters)     1598.89  (feet) ADJUSTED
 DO6042  ______________________________________________________________________
 DO6042  GEOID HEIGHT    -        -30.686 (meters)                     GEOID18
 DO6042  DYNAMIC HEIGHT  -        487.337 (meters)     1598.87  (feet) COMP
 DO6042  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 DO6042
 DO6042  VERT ORDER      -  SECOND    CLASS I
 DO6042
 DO6042.The horizontal coordinates were scaled from a map and have
 DO6042.an estimated accuracy of +/- 6 seconds.
 DO6042
 DO6042.The orthometric height was determined by differential leveling and
 DO6042.adjusted by the NATIONAL GEODETIC SURVEY
 DO6042.in February 2017.
 DO6042
 DO6042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6042.GEOID18 height accuracy estimate available here.
 DO6042
 DO6042.Click photographs - Photos may exist for this station.
 DO6042
 DO6042.The dynamic height is computed by dividing the NAVD 88
 DO6042.geopotential number by the normal gravity value computed on the
 DO6042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6042.degrees latitude (g = 980.6199 gals.).
 DO6042
 DO6042.The modeled gravity was interpolated from observed gravity values.
 DO6042
 DO6042;                    North         East    Units  Estimated Accuracy
 DO6042;SPC WI N     -   111,220.      588,930.      MT  (+/- 180 meters Scaled)
 DO6042
 DO6042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM205165(NAD 83)
 DO6042
 DO6042                          SUPERSEDED SURVEY CONTROL
 DO6042
 DO6042  NAVD 88 (07/25/13)  487.355  (m)         1598.93   (f) SUPERSEDED  2 1
 DO6042
 DO6042.Superseded values are not recommended for survey control.
 DO6042
 DO6042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6042.See file dsdata.pdf to determine how the superseded data were derived.
 DO6042
 DO6042_MARKER: DD = SURVEY DISK
 DO6042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6042_STAMPING: 8F12 2011
 DO6042_MARK LOGO: WIDT
 DO6042_PROJECTION: FLUSH
 DO6042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6042+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2012
 DO6042
 DO6042  HISTORY     - Date     Condition        Report By
 DO6042  HISTORY     - 2011     MONUMENTED       WIDT
 DO6042  HISTORY     - 20121107 GOOD             WIDT
 DO6042
 DO6042                          STATION DESCRIPTION
 DO6042
 DO6042'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6042'THE STATION IS LOCATED 21.0 MI (33.8 KM) EAST OF GLIDDEN, 18.1 MI
 DO6042'(29.1 KM) NORTHWEST OF LAC DU FLAMBEAU, AND 3.9 MI (6.3 KM) WEST OF
 DO6042'MERCER.
 DO6042'
 DO6042'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6042'HIGHWAY FF LOCATED APPROXIMATELY 20 MI (32.2 KM) SOUTH OF THE CITY OF
 DO6042'HURLEY, GO SOUTH AND WEST ON COUNTY HIGHWAY FF FOR 3.4 MI (5.5 KM) TO
 DO6042'A LEFT TURN IN THE HIGHWAY, LAKE OF THE FALLS ROAD STRAIGHT AHEAD
 DO6042'(WEST), AND THE STATION ON THE LEFT.
 DO6042'
 DO6042'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6042'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6042'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6042'HIGHWAY PAVEMENT.  THE STATION IS 17 M (55.8 FT) EAST OF THE CENTER OF
 DO6042'COUNTY HIGHWAY FF, 16 M (52.5 FT) SOUTH OF THE EXTENDED CENTER OF LAKE
 DO6042'OF THE FALLS ROAD, 33.2 M (108.9 FT) EAST-SOUTHEAST OF A WOODEN POST
 DO6042'FOR A -STOP- SIGN, 7.6 M (24.9 FT) EAST-NORTHEAST OF A TELEPHONE
 DO6042'JUNCTION BOX -LKLF 3000 22-, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6042'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6042'
 DO6042'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO
 DO6042'THE EAST AND SOUTHEAST EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6041 ***********************************************************************
 DO6041  DESIGNATION -  8F13
 DO6041  PID         -  DO6041
 DO6041  STATE/COUNTY-  WI/IRON
 DO6041  COUNTRY     -  US
 DO6041  USGS QUAD   -  MERCER (2018)
 DO6041
 DO6041                         *CURRENT SURVEY CONTROL
 DO6041  ______________________________________________________________________
 DO6041* NAD 83(1986) POSITION- 46 10 08.     (N) 090 07 13.     (W)   SCALED
 DO6041* NAVD 88 ORTHO HEIGHT -   499.761 (meters)     1639.63  (feet) ADJUSTED
 DO6041  ______________________________________________________________________
 DO6041  GEOID HEIGHT    -        -30.694 (meters)                     GEOID18
 DO6041  DYNAMIC HEIGHT  -        499.757 (meters)     1639.62  (feet) COMP
 DO6041  MODELED GRAVITY -    980,589.7   (mgal)                       NAVD 88
 DO6041
 DO6041  VERT ORDER      -  SECOND    CLASS I
 DO6041
 DO6041.The horizontal coordinates were scaled from a map and have
 DO6041.an estimated accuracy of +/- 6 seconds.
 DO6041
 DO6041.The orthometric height was determined by differential leveling and
 DO6041.adjusted by the NATIONAL GEODETIC SURVEY
 DO6041.in February 2017.
 DO6041
 DO6041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6041.GEOID18 height accuracy estimate available here.
 DO6041
 DO6041.Click photographs - Photos may exist for this station.
 DO6041
 DO6041.The dynamic height is computed by dividing the NAVD 88
 DO6041.geopotential number by the normal gravity value computed on the
 DO6041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6041.degrees latitude (g = 980.6199 gals.).
 DO6041
 DO6041.The modeled gravity was interpolated from observed gravity values.
 DO6041
 DO6041;                    North         East    Units  Estimated Accuracy
 DO6041;SPC WI N     -   111,400.      590,710.      MT  (+/- 180 meters Scaled)
 DO6041
 DO6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM223168(NAD 83)
 DO6041
 DO6041                          SUPERSEDED SURVEY CONTROL
 DO6041
 DO6041  NAVD 88 (07/25/13)  499.775  (m)         1639.68   (f) SUPERSEDED  2 1
 DO6041
 DO6041.Superseded values are not recommended for survey control.
 DO6041
 DO6041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6041.See file dsdata.pdf to determine how the superseded data were derived.
 DO6041
 DO6041_MARKER: DD = SURVEY DISK
 DO6041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6041_STAMPING: 8F13 2011
 DO6041_MARK LOGO: WIDT
 DO6041_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6041+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2012
 DO6041
 DO6041  HISTORY     - Date     Condition        Report By
 DO6041  HISTORY     - 2011     MONUMENTED       WIDT
 DO6041  HISTORY     - 20121107 GOOD             WIDT
 DO6041
 DO6041                          STATION DESCRIPTION
 DO6041
 DO6041'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6041'THE STATION IS LOCATED 17.4 MI (28.0 KM) NORTHWEST OF LAC DU FLAMBEAU,
 DO6041'11.4 MI (18.3 KM) WEST-NORTHWEST OF MANITOWISH WATERS, AND 2.7 MI (4.3
 DO6041'KM) WEST OF MERCER.
 DO6041'
 DO6041'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6041'HIGHWAY FF LOCATED APPROXIMATELY 20 MI (32.2 KM) SOUTH OF THE CITY OF
 DO6041'HURLEY, GO SOUTH AND WEST ALONG COUNTY HIGHWAY FF FOR 2.2 MI (3.5 KM)
 DO6041'TO FEELY LAKE ROAD ON THE LEFT.  CONTINUE WEST ON COUNTY HIGHWAY FF
 DO6041'FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DO6041'
 DO6041'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6041'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6041'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6041'HIGHWAY PAVEMENT.  THE STATION IS 9.0 M (29.5 FT) SOUTH OF THE
 DO6041'CENTERLINE OF COUNTY HIGHWAY FF, 63.4 M (208.0 FT) EAST OF A TELEPHONE
 DO6041'JUNCTION BOX --A5 20C-1--, 27.1 M (88.9 FT) WEST OF THE EXTENDED
 DO6041'CENTER OF A PRIVATE DRIVEWAY -MERCER 3768W-, AND LOCATED IN THE CENTER
 DO6041'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6041'
 DO6041'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREE
 DO6041'COVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6250 ***********************************************************************
 DO6250  DESIGNATION -  8F14
 DO6250  PID         -  DO6250
 DO6250  STATE/COUNTY-  WI/IRON
 DO6250  COUNTRY     -  US
 DO6250  USGS QUAD   -  MERCER (2018)
 DO6250
 DO6250                         *CURRENT SURVEY CONTROL
 DO6250  ______________________________________________________________________
 DO6250* NAD 83(1986) POSITION- 46 09 58.     (N) 090 05 50.     (W)   SCALED
 DO6250* NAVD 88 ORTHO HEIGHT -   486.601 (meters)     1596.46  (feet) ADJUSTED
 DO6250  ______________________________________________________________________
 DO6250  GEOID HEIGHT    -        -30.699 (meters)                     GEOID18
 DO6250  DYNAMIC HEIGHT  -        486.597 (meters)     1596.44  (feet) COMP
 DO6250  MODELED GRAVITY -    980,591.3   (mgal)                       NAVD 88
 DO6250
 DO6250  VERT ORDER      -  SECOND    CLASS I
 DO6250
 DO6250.The horizontal coordinates were scaled from a map and have
 DO6250.an estimated accuracy of +/- 6 seconds.
 DO6250
 DO6250.The orthometric height was determined by differential leveling and
 DO6250.adjusted by the NATIONAL GEODETIC SURVEY
 DO6250.in February 2017.
 DO6250
 DO6250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6250.GEOID18 height accuracy estimate available here.
 DO6250
 DO6250.Click photographs - Photos may exist for this station.
 DO6250
 DO6250.The dynamic height is computed by dividing the NAVD 88
 DO6250.geopotential number by the normal gravity value computed on the
 DO6250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6250.degrees latitude (g = 980.6199 gals.).
 DO6250
 DO6250.The modeled gravity was interpolated from observed gravity values.
 DO6250
 DO6250;                    North         East    Units  Estimated Accuracy
 DO6250;SPC WI N     -   111,090.      592,490.      MT  (+/- 180 meters Scaled)
 DO6250
 DO6250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM240166(NAD 83)
 DO6250
 DO6250                          SUPERSEDED SURVEY CONTROL
 DO6250
 DO6250  NAVD 88 (07/25/13)  486.616  (m)         1596.51   (f) SUPERSEDED  2 1
 DO6250
 DO6250.Superseded values are not recommended for survey control.
 DO6250
 DO6250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6250.See file dsdata.pdf to determine how the superseded data were derived.
 DO6250
 DO6250_MARKER: DD = SURVEY DISK
 DO6250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6250_STAMPING: 8F14 2011
 DO6250_MARK LOGO: WIDT
 DO6250_PROJECTION: FLUSH
 DO6250_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6250+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2012
 DO6250
 DO6250  HISTORY     - Date     Condition        Report By
 DO6250  HISTORY     - 2011     MONUMENTED       WIDT
 DO6250  HISTORY     - 20121107 GOOD             WIDT
 DO6250
 DO6250                          STATION DESCRIPTION
 DO6250
 DO6250'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6250'THE STATION IS LOCATED 16.6 MI (26.7 KM) NORTHWEST OF LAC DU FLAMBEAU,
 DO6250'10.2 MI (16.4 KM) WEST-NORTHWEST OF MANITOWISH WATERS, AND 1.6 MI (2.6
 DO6250'KM) WEST OF MERCER.
 DO6250'
 DO6250'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6250'HIGHWAY FF LOCATED APPROXIMATELY 20 MI (32.2 KM) SOUTH OF THE CITY OF
 DO6250'HURLEY, GO SOUTH THEN SOUTHWEST ON COUNTY HIGHWAY FF FOR 0.95 MI (1.5
 DO6250'KM) TO POPKO CIRCLE ON THE LEFT AND THE STATION ON THE LEFT.
 DO6250'
 DO6250'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6250'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6250'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6250'HIGHWAY PAVEMENT.  THE STATION IS 9.0 M (29.5 FT) SOUTH OF THE
 DO6250'CENTERLINE OF COUNTY HIGHWAY FF, 20.4 M (66.9 FT) EAST OF A POWER POLE
 DO6250'--TO-M-1631--, 27.6 M (90.6 FT) EAST OF A METAL STREET SIGN POST
 DO6250'-POPKO CIR EAST-, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6250'THREE WHITE PLASTIC WITNESS POSTS.
 DO6250'
 DO6250'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREE
 DO6250'COVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6249 ***********************************************************************
 DO6249  DESIGNATION -  8F15
 DO6249  PID         -  DO6249
 DO6249  STATE/COUNTY-  WI/IRON
 DO6249  COUNTRY     -  US
 DO6249  USGS QUAD   -  MERCER (2018)
 DO6249
 DO6249                         *CURRENT SURVEY CONTROL
 DO6249  ______________________________________________________________________
 DO6249* NAD 83(1986) POSITION- 46 10 53.68   (N) 090 06 33.56   (W)   HD_HELD1
 DO6249* NAVD 88 ORTHO HEIGHT -   484.656 (meters)     1590.08  (feet) ADJUSTED
 DO6249  ______________________________________________________________________
 DO6249  GEOID HEIGHT    -        -30.702 (meters)                     GEOID18
 DO6249  DYNAMIC HEIGHT  -        484.652 (meters)     1590.06  (feet) COMP
 DO6249  MODELED GRAVITY -    980,590.7   (mgal)                       NAVD 88
 DO6249
 DO6249  VERT ORDER      -  SECOND    CLASS I
 DO6249
 DO6249.The horizontal coordinates were determined by differentially corrected
 DO6249.hand held GPS observations or other comparable positioning techniques
 DO6249.and have an estimated accuracy of +/- 3 meters.
 DO6249
 DO6249.The orthometric height was determined by differential leveling and
 DO6249.adjusted by the NATIONAL GEODETIC SURVEY
 DO6249.in February 2017.
 DO6249
 DO6249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6249.GEOID18 height accuracy estimate available here.
 DO6249
 DO6249.Click photographs - Photos may exist for this station.
 DO6249
 DO6249.The dynamic height is computed by dividing the NAVD 88
 DO6249.geopotential number by the normal gravity value computed on the
 DO6249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6249.degrees latitude (g = 980.6199 gals.).
 DO6249
 DO6249.The modeled gravity was interpolated from observed gravity values.
 DO6249
 DO6249;                    North         East    Units  Estimated Accuracy
 DO6249;SPC WI N     -   112,807.5     591,559.7     MT  (+/- 3 meters HH1 GPS) 
 DO6249
 DO6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2309418284(NAD 83)
 DO6249
 DO6249                          SUPERSEDED SURVEY CONTROL
 DO6249
 DO6249  NAVD 88 (07/25/13)  484.674  (m)         1590.13   (f) SUPERSEDED  2 1
 DO6249
 DO6249.Superseded values are not recommended for survey control.
 DO6249
 DO6249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6249.See file dsdata.pdf to determine how the superseded data were derived.
 DO6249
 DO6249_MARKER: DD = SURVEY DISK
 DO6249_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DO6249_SP_SET: BRIDGE ABUTMENT
 DO6249_STAMPING: 8F15 2011
 DO6249_MARK LOGO: WIDT
 DO6249_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6249+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2012
 DO6249
 DO6249  HISTORY     - Date     Condition        Report By
 DO6249  HISTORY     - 2011     MONUMENTED       WIDT
 DO6249  HISTORY     - 20121102 GOOD             WIDT
 DO6249
 DO6249                          STATION DESCRIPTION
 DO6249
 DO6249'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6249'THE STATION IS LOCATED 23.1 MI (37.2 KM) NORTHEAST OF PARK FALLS, 18.7
 DO6249'MI (30.1 KM) SOUTH OF HURLEY, AND 11.0 MI (17.7 KM) NORTHWEST OF
 DO6249'MANITOWISH WATERS.
 DO6249'
 DO6249'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6249'HIGHWAY FF ABOUT 1 MI (1.6 KM) NORTHWEST OF MERCER, GO NORTHWEST ON
 DO6249'U.S. HIGHWAY 51 FOR 0.9 MI (1.4 KM) TO A BRIDGE OVER THE TURTLE RIVER
 DO6249'AND THE STATION ON THE RIGHT.
 DO6249'
 DO6249'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6249'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DO6249'OF THE WEST BRIDGE ABUTMENT OF THE BRIDGE --B-26-16-81-- OVER THE
 DO6249'TURTLE RIVER.  THE STATION IS 6.7 M (22.0 FT) NORTH OF THE CENTERLINE
 DO6249'OF U.S. HIGHWAY 51 AND 1.5 M (4.9 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DO6249'POST.
 DO6249'
 DO6249'NOTE-THERE ARE NO VISIBLE OBSTRUCTIONS ABOVE 20 DEGREES ABOVE THE
 DO6249'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6205 ***********************************************************************
 DO6205  DESIGNATION -  8F77
 DO6205  PID         -  DO6205
 DO6205  STATE/COUNTY-  WI/IRON
 DO6205  COUNTRY     -  US
 DO6205  USGS QUAD   -  MOUNT WHITTLESEY (2018)
 DO6205
 DO6205                         *CURRENT SURVEY CONTROL
 DO6205  ______________________________________________________________________
 DO6205* NAD 83(1986) POSITION- 46 20 03.7    (N) 090 31 52.1    (W)   HD_HELD2
 DO6205* NAVD 88 ORTHO HEIGHT -   455.615 (meters)     1494.80  (feet) ADJUSTED
 DO6205  ______________________________________________________________________
 DO6205  GEOID HEIGHT    -        -30.524 (meters)                     GEOID18
 DO6205  DYNAMIC HEIGHT  -        455.627 (meters)     1494.84  (feet) COMP
 DO6205  MODELED GRAVITY -    980,626.9   (mgal)                       NAVD 88
 DO6205
 DO6205  VERT ORDER      -  SECOND    CLASS I
 DO6205
 DO6205.The horizontal coordinates were established by autonomous hand held GPS
 DO6205.observations and have an estimated accuracy of +/- 10 meters.
 DO6205
 DO6205.The orthometric height was determined by differential leveling and
 DO6205.adjusted by the NATIONAL GEODETIC SURVEY
 DO6205.in February 2017.
 DO6205
 DO6205.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6205.GEOID18 height accuracy estimate available here.
 DO6205
 DO6205.Click photographs - Photos may exist for this station.
 DO6205
 DO6205.The dynamic height is computed by dividing the NAVD 88
 DO6205.geopotential number by the normal gravity value computed on the
 DO6205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6205.degrees latitude (g = 980.6199 gals.).
 DO6205
 DO6205.The modeled gravity was interpolated from observed gravity values.
 DO6205
 DO6205;                    North         East    Units  Estimated Accuracy
 DO6205;SPC WI N     -   129,920.      559,107.      MT  (+/- 10 meters HH2 GPS)
 DO6205
 DO6205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9001234160(NAD 83)
 DO6205
 DO6205                          SUPERSEDED SURVEY CONTROL
 DO6205
 DO6205  NAVD 88 (07/25/13)  455.638  (m)         1494.87   (f) SUPERSEDED  2 1
 DO6205
 DO6205.Superseded values are not recommended for survey control.
 DO6205
 DO6205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6205.See file dsdata.pdf to determine how the superseded data were derived.
 DO6205
 DO6205_MARKER: DD = SURVEY DISK
 DO6205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6205_STAMPING: 8F77 2011
 DO6205_MARK LOGO: WIDT
 DO6205_PROJECTION: FLUSH
 DO6205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6205+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2012
 DO6205
 DO6205  HISTORY     - Date     Condition        Report By
 DO6205  HISTORY     - 2011     MONUMENTED       WIDT
 DO6205  HISTORY     - 20121030 GOOD             WIDT
 DO6205
 DO6205                          STATION DESCRIPTION
 DO6205
 DO6205'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6205'THE STATION IS LOCATED 10.5 MI (16.9 KM) SOUTHEAST OF HIGH BRIDGE, 6.4
 DO6205'MI (10.3 KM) SOUTHWEST OF UPSON, AND 6.2 MI (10.0 KM) EAST OF MELLEN.
 DO6205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO6205'HIGHWAY 77 IN THE CITY OF MELLEN, GO EAST ON STATE HIGHWAY 77 FOR 5.6
 DO6205'MI (9.0 KM) TO COUNTY LINE ROAD ON THE LEFT, CONTINUE NORTHEAST ON
 DO6205'STATE HIGHWAY 77 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DO6205'
 DO6205'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6205'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6205'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.3 M
 DO6205'(1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 11.4 M (37.4
 DO6205'FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 77, 29.9 M (98.1 FT)
 DO6205'SOUTHEAST OF A POWER POLE -136-, 6 M (19.7 FT) NORTHEAST OF THE CENTER
 DO6205'OF A GRAVEL DRIVE LEADING EAST-SOUTHEAST, AND LOCATED IN THE CENTER OF
 DO6205'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6205'
 DO6205'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6205'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6206 ***********************************************************************
 DO6206  DESIGNATION -  8F78
 DO6206  PID         -  DO6206
 DO6206  STATE/COUNTY-  WI/IRON
 DO6206  COUNTRY     -  US
 DO6206  USGS QUAD   -  MOUNT WHITTLESEY (2018)
 DO6206
 DO6206                         *CURRENT SURVEY CONTROL
 DO6206  ______________________________________________________________________
 DO6206* NAD 83(1986) POSITION- 46 20 57.9    (N) 090 30 06.6    (W)   HD_HELD2
 DO6206* NAVD 88 ORTHO HEIGHT -   439.024 (meters)     1440.36  (feet) ADJUSTED
 DO6206  ______________________________________________________________________
 DO6206  GEOID HEIGHT    -        -30.541 (meters)                     GEOID18
 DO6206  DYNAMIC HEIGHT  -        439.036 (meters)     1440.40  (feet) COMP
 DO6206  MODELED GRAVITY -    980,629.6   (mgal)                       NAVD 88
 DO6206
 DO6206  VERT ORDER      -  SECOND    CLASS I
 DO6206
 DO6206.The horizontal coordinates were established by autonomous hand held GPS
 DO6206.observations and have an estimated accuracy of +/- 10 meters.
 DO6206
 DO6206.The orthometric height was determined by differential leveling and
 DO6206.adjusted by the NATIONAL GEODETIC SURVEY
 DO6206.in February 2017.
 DO6206
 DO6206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6206.GEOID18 height accuracy estimate available here.
 DO6206
 DO6206.Click photographs - Photos may exist for this station.
 DO6206
 DO6206.The dynamic height is computed by dividing the NAVD 88
 DO6206.geopotential number by the normal gravity value computed on the
 DO6206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6206.degrees latitude (g = 980.6199 gals.).
 DO6206
 DO6206.The modeled gravity was interpolated from observed gravity values.
 DO6206
 DO6206;                    North         East    Units  Estimated Accuracy
 DO6206;SPC WI N     -   131,579.      561,374.      MT  (+/- 10 meters HH2 GPS)
 DO6206
 DO6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9221435904(NAD 83)
 DO6206
 DO6206                          SUPERSEDED SURVEY CONTROL
 DO6206
 DO6206  NAVD 88 (07/25/13)  439.048  (m)         1440.44   (f) SUPERSEDED  2 1
 DO6206
 DO6206.Superseded values are not recommended for survey control.
 DO6206
 DO6206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6206.See file dsdata.pdf to determine how the superseded data were derived.
 DO6206
 DO6206_MARKER: DD = SURVEY DISK
 DO6206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6206_STAMPING: 8F78 2011
 DO6206_MARK LOGO: WIDT
 DO6206_PROJECTION: FLUSH
 DO6206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6206+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2012
 DO6206
 DO6206  HISTORY     - Date     Condition        Report By
 DO6206  HISTORY     - 2011     MONUMENTED       WIDT
 DO6206  HISTORY     - 20121030 GOOD             WIDT
 DO6206
 DO6206                          STATION DESCRIPTION
 DO6206
 DO6206'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6206'THE STATION IS LOCATED 11.5 MI (18.5 KM) SOUTHEAST OF HIGH BRIDGE, 7.8
 DO6206'MI (12.6 KM) EAST-NORTHEAST OF MELLEN, AND 4.7 MI (7.6 KM) SOUTHWEST
 DO6206'OF UPSON.
 DO6206'
 DO6206'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH STATE
 DO6206'HIGHWAY 122 ABOUT 12 MI (19.3 KM) SOUTHWEST OF THE CITY OF HURLEY AND
 DO6206'IN THE COMMUNITY OF UPSON, GO WEST AND SOUTHWEST ON STATE HIGHWAY 77
 DO6206'FOR 4.1 MI (6.6 KM) TO JACKS ROAD ON THE RIGHT, CONTINUE SOUTHWEST ON
 DO6206'STATE HIGHWAY 77 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.
 DO6206'
 DO6206'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6206'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6206'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1.5 M
 DO6206'(4.9 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 19.3 M
 DO6206'(63.3 FT) NORTH-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 77, 49.7
 DO6206'M (163.1 FT) EAST OF A POWER POLE -164-, 14.3 M (46.9 FT)
 DO6206'WEST-NORTHWEST OF THE CENTER OF A GRAVEL DRIVE LEADING NORTH, AND
 DO6206'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6206'WITNESS POSTS.
 DO6206'
 DO6206'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6206'DEGREES ABOVE THE HORIZON EXCEPT FOR OVERHEAD POWER LINES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6207 ***********************************************************************
 DO6207  DESIGNATION -  8F79
 DO6207  PID         -  DO6207
 DO6207  STATE/COUNTY-  WI/IRON
 DO6207  COUNTRY     -  US
 DO6207  USGS QUAD   -  UPSON (2018)
 DO6207
 DO6207                         *CURRENT SURVEY CONTROL
 DO6207  ______________________________________________________________________
 DO6207* NAD 83(1986) POSITION- 46 21 21.9    (N) 090 28 01.9    (W)   HD_HELD2
 DO6207* NAVD 88 ORTHO HEIGHT -   453.405 (meters)     1487.55  (feet) ADJUSTED
 DO6207  ______________________________________________________________________
 DO6207  GEOID HEIGHT    -        -30.542 (meters)                     GEOID18
 DO6207  DYNAMIC HEIGHT  -        453.418 (meters)     1487.59  (feet) COMP
 DO6207  MODELED GRAVITY -    980,630.0   (mgal)                       NAVD 88
 DO6207
 DO6207  VERT ORDER      -  SECOND    CLASS I
 DO6207
 DO6207.The horizontal coordinates were established by autonomous hand held GPS
 DO6207.observations and have an estimated accuracy of +/- 10 meters.
 DO6207
 DO6207.The orthometric height was determined by differential leveling and
 DO6207.adjusted by the NATIONAL GEODETIC SURVEY
 DO6207.in February 2017.
 DO6207
 DO6207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6207.GEOID18 height accuracy estimate available here.
 DO6207
 DO6207.Click photographs - Photos may exist for this station.
 DO6207
 DO6207.The dynamic height is computed by dividing the NAVD 88
 DO6207.geopotential number by the normal gravity value computed on the
 DO6207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6207.degrees latitude (g = 980.6199 gals.).
 DO6207
 DO6207.The modeled gravity was interpolated from observed gravity values.
 DO6207
 DO6207;                    North         East    Units  Estimated Accuracy
 DO6207;SPC WI N     -   132,304.      564,044.      MT  (+/- 10 meters HH2 GPS)
 DO6207
 DO6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9485636729(NAD 83)
 DO6207
 DO6207                          SUPERSEDED SURVEY CONTROL
 DO6207
 DO6207  NAVD 88 (07/25/13)  453.431  (m)         1487.63   (f) SUPERSEDED  2 1
 DO6207
 DO6207.Superseded values are not recommended for survey control.
 DO6207
 DO6207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6207.See file dsdata.pdf to determine how the superseded data were derived.
 DO6207
 DO6207_MARKER: DD = SURVEY DISK
 DO6207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6207_STAMPING: 8F79 2011
 DO6207_MARK LOGO: WIDT
 DO6207_PROJECTION: FLUSH
 DO6207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6207+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2012
 DO6207
 DO6207  HISTORY     - Date     Condition        Report By
 DO6207  HISTORY     - 2011     MONUMENTED       WIDT
 DO6207  HISTORY     - 20121031 GOOD             WIDT
 DO6207
 DO6207                          STATION DESCRIPTION
 DO6207
 DO6207'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6207'THE STATION IS LOCATED 13.1 MI (21.1 KM) SOUTHEAST OF HIGH BRIDGE, 9.5
 DO6207'MI (15.3 KM) EAST-NORTHEAST OF MELLEN, AND 3.0 MI (4.8 KM) SOUTHWEST
 DO6207'OF UPSON.
 DO6207'
 DO6207'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH STATE
 DO6207'HIGHWAY 122 ABOUT 12 MI (19.3 KM) SOUTHWEST OF THE CITY OF HURLEY AND
 DO6207'IN THE COMMUNITY OF UPSON, GO SOUTHWEST ON STATE HIGHWAY 77 FOR 2.9 MI
 DO6207'(4.7 KM) TO CASEY SAG ROAD ON THE RIGHT.  CONTINUE SOUTHWEST ON STATE
 DO6207'HIGHWAY 77 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DO6207'
 DO6207'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6207'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6207'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.3 M
 DO6207'(1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 12.3 M (40.4
 DO6207'FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 77, 13,4 M (42.7 FT)
 DO6207'SOUTHWEST OF A POWER POLE -193-, 4 M (13.1 FT) EAST-NORTHEAST OF THE
 DO6207'CENTER OF A LOGGING ROAD, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6207'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6207'
 DO6207'NOTE-THIS STATION IS LOCATED UNDERNEATH OVERHEAD POWER LINES AND IS
 DO6207'OBSTRUCTED BY TREES TO THE NORTHWEST EXTENDING HIGHER THAN 25 DEGREES
 DO6207'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6208 ***********************************************************************
 DO6208  DESIGNATION -  8F80
 DO6208  PID         -  DO6208
 DO6208  STATE/COUNTY-  WI/IRON
 DO6208  COUNTRY     -  US
 DO6208  USGS QUAD   -  UPSON (2018)
 DO6208
 DO6208                         *CURRENT SURVEY CONTROL
 DO6208  ______________________________________________________________________
 DO6208* NAD 83(1986) POSITION- 46 22 05.0    (N) 090 25 29.5    (W)   HD_HELD2
 DO6208* NAVD 88 ORTHO HEIGHT -   461.623 (meters)     1514.51  (feet) ADJUSTED
 DO6208  ______________________________________________________________________
 DO6208  GEOID HEIGHT    -        -30.551 (meters)                     GEOID18
 DO6208  DYNAMIC HEIGHT  -        461.638 (meters)     1514.56  (feet) COMP
 DO6208  MODELED GRAVITY -    980,632.2   (mgal)                       NAVD 88
 DO6208
 DO6208  VERT ORDER      -  SECOND    CLASS I
 DO6208
 DO6208.The horizontal coordinates were established by autonomous hand held GPS
 DO6208.observations and have an estimated accuracy of +/- 10 meters.
 DO6208
 DO6208.The orthometric height was determined by differential leveling and
 DO6208.adjusted by the NATIONAL GEODETIC SURVEY
 DO6208.in February 2017.
 DO6208
 DO6208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6208.GEOID18 height accuracy estimate available here.
 DO6208
 DO6208.Click photographs - Photos may exist for this station.
 DO6208
 DO6208.The dynamic height is computed by dividing the NAVD 88
 DO6208.geopotential number by the normal gravity value computed on the
 DO6208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6208.degrees latitude (g = 980.6199 gals.).
 DO6208
 DO6208.The modeled gravity was interpolated from observed gravity values.
 DO6208
 DO6208;                    North         East    Units  Estimated Accuracy
 DO6208;SPC WI N     -   133,616.      567,309.      MT  (+/- 10 meters HH2 GPS)
 DO6208
 DO6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9806938165(NAD 83)
 DO6208
 DO6208                          SUPERSEDED SURVEY CONTROL
 DO6208
 DO6208  NAVD 88 (07/25/13)  461.651  (m)         1514.60   (f) SUPERSEDED  2 1
 DO6208
 DO6208.Superseded values are not recommended for survey control.
 DO6208
 DO6208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6208.See file dsdata.pdf to determine how the superseded data were derived.
 DO6208
 DO6208_MARKER: DD = SURVEY DISK
 DO6208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6208_STAMPING: 8F80 2011
 DO6208_MARK LOGO: WIDT
 DO6208_PROJECTION: FLUSH
 DO6208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6208+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2012
 DO6208
 DO6208  HISTORY     - Date     Condition        Report By
 DO6208  HISTORY     - 2011     MONUMENTED       WIDT
 DO6208  HISTORY     - 20121031 GOOD             WIDT
 DO6208
 DO6208                          STATION DESCRIPTION
 DO6208
 DO6208'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6208'THE STATION IS LOCATED 15.0 MI (24.1 KM) SOUTHEAST OF HIGH BRIDGE,
 DO6208'11.6 MI (18.7 KM) EAST-NORTHEAST OF MELLEN, AND 0.8 MI (1.3 KM) WEST
 DO6208'OF UPSON.
 DO6208'
 DO6208'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH STATE
 DO6208'HIGHWAY 122 ABOUT 12 MI (19.3 KM) SOUTHWEST OF THE CITY OF HURLEY AND
 DO6208'IN THE COMMUNITY OF UPSON, GO WEST ON STATE HIGHWAY 77 FOR 0.55 MI
 DO6208'(0.9 KM) TO UPSON LAKE ROAD ON THE RIGHT, CONTINUE WEST ON STATE
 DO6208'HIGHWAY 77 FOR 0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.
 DO6208'
 DO6208'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6208'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6208'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M
 DO6208'(3.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 17.7 M
 DO6208'(58.1 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 77, 45.7 M (149.9
 DO6208'FT) WEST OF A POWER POLE -226- WITH ONE GUY WIRE, 34.4 M (112.9 FT)
 DO6208'EAST OF THE CENTER OF A GRAVEL DRIVE TO THE NORTH, AND LOCATED IN THE
 DO6208'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6208'
 DO6208'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6208'DEGREES ABOVE THE HORIZON EXCEPT FOR OVERHEAD POWER LINES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6209 ***********************************************************************
 DO6209  DESIGNATION -  8F81
 DO6209  PID         -  DO6209
 DO6209  STATE/COUNTY-  WI/IRON
 DO6209  COUNTRY     -  US
 DO6209  USGS QUAD   -  UPSON (2018)
 DO6209
 DO6209                         *CURRENT SURVEY CONTROL
 DO6209  ______________________________________________________________________
 DO6209* NAD 83(1986) POSITION- 46 22 27.8    (N) 090 23 24.0    (W)   HD_HELD2
 DO6209* NAVD 88 ORTHO HEIGHT -   461.782 (meters)     1515.03  (feet) ADJUSTED
 DO6209  ______________________________________________________________________
 DO6209  GEOID HEIGHT    -        -30.557 (meters)                     GEOID18
 DO6209  DYNAMIC HEIGHT  -        461.797 (meters)     1515.08  (feet) COMP
 DO6209  MODELED GRAVITY -    980,631.2   (mgal)                       NAVD 88
 DO6209
 DO6209  VERT ORDER      -  SECOND    CLASS I
 DO6209
 DO6209.The horizontal coordinates were established by autonomous hand held GPS
 DO6209.observations and have an estimated accuracy of +/- 10 meters.
 DO6209
 DO6209.The orthometric height was determined by differential leveling and
 DO6209.adjusted by the NATIONAL GEODETIC SURVEY
 DO6209.in February 2017.
 DO6209
 DO6209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6209.GEOID18 height accuracy estimate available here.
 DO6209
 DO6209.Click photographs - Photos may exist for this station.
 DO6209
 DO6209.The dynamic height is computed by dividing the NAVD 88
 DO6209.geopotential number by the normal gravity value computed on the
 DO6209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6209.degrees latitude (g = 980.6199 gals.).
 DO6209
 DO6209.The modeled gravity was interpolated from observed gravity values.
 DO6209
 DO6209;                    North         East    Units  Estimated Accuracy
 DO6209;SPC WI N     -   134,306.      569,995.      MT  (+/- 10 meters HH2 GPS)
 DO6209
 DO6209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0072738956(NAD 83)
 DO6209
 DO6209                          SUPERSEDED SURVEY CONTROL
 DO6209
 DO6209  NAVD 88 (07/25/13)  461.812  (m)         1515.13   (f) SUPERSEDED  2 1
 DO6209
 DO6209.Superseded values are not recommended for survey control.
 DO6209
 DO6209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6209.See file dsdata.pdf to determine how the superseded data were derived.
 DO6209
 DO6209_MARKER: DD = SURVEY DISK
 DO6209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6209_STAMPING: 8F81 2011
 DO6209_MARK LOGO: WIDT
 DO6209_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6209+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2012
 DO6209
 DO6209  HISTORY     - Date     Condition        Report By
 DO6209  HISTORY     - 2011     MONUMENTED       WIDT
 DO6209  HISTORY     - 20121031 GOOD             WIDT
 DO6209
 DO6209                          STATION DESCRIPTION
 DO6209
 DO6209'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6209'THE STATION IS LOCATED 7.8 MI (12.6 KM) SOUTHWEST OF MONTREAL, 3.6 MI
 DO6209'(5.8 KM) SOUTHWEST OF IRON BELT, AND 0.9 MI (1.4 KM) NORTHEAST OF
 DO6209'UPSON.
 DO6209'
 DO6209'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DO6209'HIGHWAY E ABOUT 8 MI (12.9 KM) SOUTHWEST OF THE CITY OF HURLEY AND
 DO6209'JUST WEST OF THE COMMUNITY OF IRON BELT, GO SOUTHWEST ON STATE HIGHWAY
 DO6209'77 FOR 3.15 MI (5.1 KM) TO THE STATION ON THE RIGHT.
 DO6209'
 DO6209'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6209'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6209'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT 0.6 M (2.0 FT)
 DO6209'LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 15.2 M (49.9 FT)
 DO6209'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 77, 1.05 MI (1.7 KM)
 DO6209'NORTHEAST OF STATE HIGHWAY 112, 80.5 M (264.1 FT) NORTHEAST OF A POWER
 DO6209'POLE -254-, 17.3 M (56.8 FT) SOUTHWEST OF A POWER POLE -255-, AND
 DO6209'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6209'WITNESS POSTS.
 DO6209'
 DO6209'NOTE-THIS STATION IS LOCATED UNDERNEATH OVERHEAD POWER LINES AND IS
 DO6209'OBSTRUCTED BY TREES EXTENDING HIGHER THAN 35 DEGREES ABOVE THE
 DO6209'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6210 ***********************************************************************
 DO6210  DESIGNATION -  8F82
 DO6210  PID         -  DO6210
 DO6210  STATE/COUNTY-  WI/IRON
 DO6210  COUNTRY     -  US
 DO6210  USGS QUAD   -  IRON BELT (2018)
 DO6210
 DO6210                         *CURRENT SURVEY CONTROL
 DO6210  ______________________________________________________________________
 DO6210* NAD 83(1986) POSITION- 46 23 25.6    (N) 090 21 11.3    (W)   HD_HELD2
 DO6210* NAVD 88 ORTHO HEIGHT -   467.085 (meters)     1532.43  (feet) ADJUSTED
 DO6210  ______________________________________________________________________
 DO6210  GEOID HEIGHT    -        -30.565 (meters)                     GEOID18
 DO6210  DYNAMIC HEIGHT  -        467.100 (meters)     1532.48  (feet) COMP
 DO6210  MODELED GRAVITY -    980,631.4   (mgal)                       NAVD 88
 DO6210
 DO6210  VERT ORDER      -  SECOND    CLASS I
 DO6210
 DO6210.The horizontal coordinates were established by autonomous hand held GPS
 DO6210.observations and have an estimated accuracy of +/- 10 meters.
 DO6210
 DO6210.The orthometric height was determined by differential leveling and
 DO6210.adjusted by the NATIONAL GEODETIC SURVEY
 DO6210.in February 2017.
 DO6210
 DO6210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6210.GEOID18 height accuracy estimate available here.
 DO6210
 DO6210.Click photographs - Photos may exist for this station.
 DO6210
 DO6210.The dynamic height is computed by dividing the NAVD 88
 DO6210.geopotential number by the normal gravity value computed on the
 DO6210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6210.degrees latitude (g = 980.6199 gals.).
 DO6210
 DO6210.The modeled gravity was interpolated from observed gravity values.
 DO6210
 DO6210;                    North         East    Units  Estimated Accuracy
 DO6210;SPC WI N     -   136,078.      572,839.      MT  (+/- 10 meters HH2 GPS)
 DO6210
 DO6210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0350240834(NAD 83)
 DO6210
 DO6210                          SUPERSEDED SURVEY CONTROL
 DO6210
 DO6210  NAVD 88 (07/25/13)  467.116  (m)         1532.53   (f) SUPERSEDED  2 1
 DO6210
 DO6210.Superseded values are not recommended for survey control.
 DO6210
 DO6210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6210.See file dsdata.pdf to determine how the superseded data were derived.
 DO6210
 DO6210_MARKER: DD = SURVEY DISK
 DO6210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6210_STAMPING: 8F82 2011
 DO6210_MARK LOGO: WIDT
 DO6210_PROJECTION: FLUSH
 DO6210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6210+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2012
 DO6210
 DO6210  HISTORY     - Date     Condition        Report By
 DO6210  HISTORY     - 2011     MONUMENTED       WIDT
 DO6210  HISTORY     - 20121101 GOOD             WIDT
 DO6210
 DO6210                          STATION DESCRIPTION
 DO6210
 DO6210'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6210'THE STATION IS LOCATED 5.7 MI (9.2 KM) SOUTHWEST OF MONTREAL, 2.9 MI
 DO6210'(4.7 KM) NORTHEAST OF UPSON, AND 1.5 MI (2.4 KM) SOUTHWEST OF IRON
 DO6210'BELT.
 DO6210'
 DO6210'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DO6210'HIGHWAY E ABOUT 8 MI (12.9 KM) SOUTHWEST OF THE CITY OF HURLEY AND
 DO6210'JUST WEST OF THE COMMUNITY OF IRON BELT, GO SOUTHWEST ON STATE HIGHWAY
 DO6210'77 FOR 1.05 MI (1.7 KM) TO THE STATION ON THE RIGHT.
 DO6210'
 DO6210'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6210'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6210'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT 0.5 M (1.6 FT)
 DO6210'LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 17.1 M (56.1 FT)
 DO6210'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 77, 22.3 M (73.2 FT)
 DO6210'NORTHEAST OF A POWER POLE -288-, 6.7 M (22.0 FT) NORTHWEST OF A 15
 DO6210'INCH (38 CM) CORRUGATED METAL CULVERT, 5 M (16.4 FT) NORTHEAST OF THE
 DO6210'CENTER OF A LOGGING ROAD, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6210'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6210'
 DO6210'NOTE-THIS STATION IS LOCATED UNDERNEATH OVERHEAD POWER LINES AND IS
 DO6210'OBSTRUCTED BY TREES EXTENDING HIGHER THAN 30 DEGREES ABOVE THE
 DO6210'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6211 ***********************************************************************
 DO6211  DESIGNATION -  8F83
 DO6211  PID         -  DO6211
 DO6211  STATE/COUNTY-  WI/IRON
 DO6211  COUNTRY     -  US
 DO6211  USGS QUAD   -  IRON BELT (2018)
 DO6211
 DO6211                         *CURRENT SURVEY CONTROL
 DO6211  ______________________________________________________________________
 DO6211* NAD 83(1986) POSITION- 46 23 57.13   (N) 090 20 08.86   (W)   HD_HELD1
 DO6211* NAVD 88 ORTHO HEIGHT -   462.475 (meters)     1517.30  (feet) ADJUSTED
 DO6211  ______________________________________________________________________
 DO6211  GEOID HEIGHT    -        -30.574 (meters)                     GEOID18
 DO6211  DYNAMIC HEIGHT  -        462.490 (meters)     1517.35  (feet) COMP
 DO6211  MODELED GRAVITY -    980,631.5   (mgal)                       NAVD 88
 DO6211
 DO6211  VERT ORDER      -  SECOND    CLASS I
 DO6211
 DO6211.The horizontal coordinates were determined by differentially corrected
 DO6211.hand held GPS observations or other comparable positioning techniques
 DO6211.and have an estimated accuracy of +/- 3 meters.
 DO6211
 DO6211.The orthometric height was determined by differential leveling and
 DO6211.adjusted by the NATIONAL GEODETIC SURVEY
 DO6211.in February 2017.
 DO6211
 DO6211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6211.GEOID18 height accuracy estimate available here.
 DO6211
 DO6211.Click photographs - Photos may exist for this station.
 DO6211
 DO6211.The dynamic height is computed by dividing the NAVD 88
 DO6211.geopotential number by the normal gravity value computed on the
 DO6211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6211.degrees latitude (g = 980.6199 gals.).
 DO6211
 DO6211.The modeled gravity was interpolated from observed gravity values.
 DO6211
 DO6211;                    North         East    Units  Estimated Accuracy
 DO6211;SPC WI N     -   137,045.6     574,177.2     MT  (+/- 3 meters HH1 GPS) 
 DO6211
 DO6211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0480341852(NAD 83)
 DO6211
 DO6211                          SUPERSEDED SURVEY CONTROL
 DO6211
 DO6211  NAVD 88 (07/25/13)  462.507  (m)         1517.41   (f) SUPERSEDED  2 1
 DO6211
 DO6211.Superseded values are not recommended for survey control.
 DO6211
 DO6211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6211.See file dsdata.pdf to determine how the superseded data were derived.
 DO6211
 DO6211_MARKER: F = FLANGE-ENCASED ROD
 DO6211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO6211_STAMPING: 8F83 2011
 DO6211_MARK LOGO: WIDT
 DO6211_PROJECTION: FLUSH
 DO6211_MAGNETIC: I = MARKER IS A STEEL ROD
 DO6211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6211+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2012
 DO6211_ROD/PIPE-DEPTH: 5.2 meters
 DO6211_SLEEVE-DEPTH  : 1.3 meters
 DO6211
 DO6211  HISTORY     - Date     Condition        Report By
 DO6211  HISTORY     - 2011     MONUMENTED       WIDT
 DO6211  HISTORY     - 20121101 GOOD             WIDT
 DO6211
 DO6211                          STATION DESCRIPTION
 DO6211
 DO6211'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6211'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DO6211'STATE HIGHWAY 77 WITH COUNTY HIGHWAY E ON THE SOUTHWEST EDGE OF THE
 DO6211'COMMUNITY OF IRON BELT, ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF HURLEY AND
 DO6211'4.0 MI (6.4 KM) NORTHEAST OF UPSON.
 DO6211'
 DO6211'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION CENTER-PUNCHED
 DO6211'STAINLESS STEEL ROD SURVEY MONUMENT STAMPED -8F83 2011- ON THE SLEEVE
 DO6211'COLLAR, FLUSH WITH THE GROUND, AND APPROXIMATELY 0.5 M (1.6 FT) BELOW
 DO6211'THE HIGHWAY PAVEMENT.
 DO6211'
 DO6211'THE STATION IS 20.6 M (67.6 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DO6211'HIGHWAY 77, 15.5 M (50.9 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DO6211'E,31.4 M (103.0 FT) SOUTH OF A POWER POLE, 8.9 M (29.2 FT) SOUTHWEST
 DO6211'OF A -STOP- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6211'THREE WHITE PLASTIC WITNESS POSTS.
 DO6211'
 DO6211'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6211'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6212 ***********************************************************************
 DO6212  DESIGNATION -  8F84
 DO6212  PID         -  DO6212
 DO6212  STATE/COUNTY-  WI/IRON
 DO6212  COUNTRY     -  US
 DO6212  USGS QUAD   -  IRON BELT (2018)
 DO6212
 DO6212                         *CURRENT SURVEY CONTROL
 DO6212  ______________________________________________________________________
 DO6212* NAD 83(1986) POSITION- 46 24 33.8    (N) 090 17 44.6    (W)   HD_HELD2
 DO6212* NAVD 88 ORTHO HEIGHT -   494.040 (meters)     1620.86  (feet) ADJUSTED
 DO6212  ______________________________________________________________________
 DO6212  GEOID HEIGHT    -        -30.601 (meters)                     GEOID18
 DO6212  DYNAMIC HEIGHT  -        494.054 (meters)     1620.91  (feet) COMP
 DO6212  MODELED GRAVITY -    980,626.8   (mgal)                       NAVD 88
 DO6212
 DO6212  VERT ORDER      -  SECOND    CLASS I
 DO6212
 DO6212.The horizontal coordinates were established by autonomous hand held GPS
 DO6212.observations and have an estimated accuracy of +/- 10 meters.
 DO6212
 DO6212.The orthometric height was determined by differential leveling and
 DO6212.adjusted by the NATIONAL GEODETIC SURVEY
 DO6212.in February 2017.
 DO6212
 DO6212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6212.GEOID18 height accuracy estimate available here.
 DO6212
 DO6212.Click photographs - Photos may exist for this station.
 DO6212
 DO6212.The dynamic height is computed by dividing the NAVD 88
 DO6212.geopotential number by the normal gravity value computed on the
 DO6212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6212.degrees latitude (g = 980.6199 gals.).
 DO6212
 DO6212.The modeled gravity was interpolated from observed gravity values.
 DO6212
 DO6212;                    North         East    Units  Estimated Accuracy
 DO6212;SPC WI N     -   138,166.      577,263.      MT  (+/- 10 meters HH2 GPS)
 DO6212
 DO6212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0784543088(NAD 83)
 DO6212
 DO6212                          SUPERSEDED SURVEY CONTROL
 DO6212
 DO6212  NAVD 88 (07/25/13)  494.074  (m)         1620.97   (f) SUPERSEDED  2 1
 DO6212
 DO6212.Superseded values are not recommended for survey control.
 DO6212
 DO6212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6212.See file dsdata.pdf to determine how the superseded data were derived.
 DO6212
 DO6212_MARKER: DD = SURVEY DISK
 DO6212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6212_STAMPING: 8F84 2011
 DO6212_MARK LOGO: WIDT
 DO6212_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6212_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6212+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 DO6212
 DO6212  HISTORY     - Date     Condition        Report By
 DO6212  HISTORY     - 2011     MONUMENTED       WIDT
 DO6212  HISTORY     - 20121105 GOOD             WIDT
 DO6212
 DO6212                          STATION DESCRIPTION
 DO6212
 DO6212'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6212'THE STATION IS LOCATED 6.0 MI (9.7 KM) SOUTHWEST OF HURLEY, 2.7 MI
 DO6212'(4.3 KM) SOUTHWEST OF MONTREAL, AND 1.5 MI (2.4 KM) NORTHEAST OF IRON
 DO6212'BELT.
 DO6212'
 DO6212'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DO6212'HIGHWAY E ABOUT 8 MI (12.9 KM) SOUTHWEST OF THE CITY OF HURLEY AND
 DO6212'JUST WEST OF THE COMMUNITY OF IRON BELT, GO NORTHEAST ON STATE HIGHWAY
 DO6212'77 FOR 1.95 MI (3.1 KM) TO HOYT ROAD ON THE LEFT, CONTINUE NORTHEAST
 DO6212'ON STATE HIGHWAY 77 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DO6212'
 DO6212'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6212'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6212'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6212'HIGHWAY PAVEMENT.  THE STATION IS 12.6 M (41.3 FT) NORTHWEST OF THE
 DO6212'CENTERLINE OF STATE HIGHWAY 77, 40.8 M (133.9 FT) WEST OF A POWER POLE
 DO6212'WITH ONE GUY WIRE, 27.4 M (89.9 FT) EAST OF A POWER POLE -330- WITH
 DO6212'FOUR GUY WIRES, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6212'THREE WHITE PLASTIC WITNESS POSTS.
 DO6212'
 DO6212'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6212'DEGREES ABOVE THE HORIZON EXCEPT FOR OVERHEAD POWER LINES TO THE WEST
 DO6212'AND NORTHWEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6213 ***********************************************************************
 DO6213  DESIGNATION -  8F85
 DO6213  PID         -  DO6213
 DO6213  STATE/COUNTY-  WI/IRON
 DO6213  COUNTRY     -  US
 DO6213  USGS QUAD   -  IRON BELT (2018)
 DO6213
 DO6213                         *CURRENT SURVEY CONTROL
 DO6213  ______________________________________________________________________
 DO6213* NAD 83(2011) POSITION- 46 25 18.85505(N) 090 15 40.58008(W)   ADJUSTED
 DO6213* NAD 83(2011) ELLIP HT-   459.701 (meters)        (08/30/18)   ADJUSTED
 DO6213* NAD 83(2011) EPOCH   -  2010.00
 DO6213* NAVD 88 ORTHO HEIGHT -   490.331 (meters)     1608.69  (feet) ADJUSTED
 DO6213  ______________________________________________________________________
 DO6213  GEOID HEIGHT    -        -30.627 (meters)                     GEOID18
 DO6213  NAD 83(2011) X  -    -20,086.007 (meters)                     COMP
 DO6213  NAD 83(2011) Y  - -4,404,736.722 (meters)                     COMP
 DO6213  NAD 83(2011) Z  -  4,598,033.419 (meters)                     COMP
 DO6213  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 DO6213  DYNAMIC HEIGHT  -        490.349 (meters)     1608.75  (feet) COMP
 DO6213  MODELED GRAVITY -    980,634.1   (mgal)                       NAVD 88
 DO6213
 DO6213  VERT ORDER      -  SECOND    CLASS I
 DO6213
 DO6213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6213  Standards:
 DO6213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6213  -------------------------------------------------------------------
 DO6213  NETWORK    0.50   0.92           0.23   0.17   0.47     -0.07294385
 DO6213  -------------------------------------------------------------------
 DO6213  Click here for local accuracies and other accuracy information.
 DO6213
 DO6213.The horizontal coordinates were established by GPS observations
 DO6213.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DO6213
 DO6213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6213.been affixed to the stable North American tectonic plate. See 
 DO6213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6213
 DO6213.The horizontal coordinates are valid at the epoch date displayed above
 DO6213.which is a decimal equivalence of Year/Month/Day.
 DO6213
 DO6213.The orthometric height was determined by differential leveling and
 DO6213.adjusted by the NATIONAL GEODETIC SURVEY
 DO6213.in February 2017.
 DO6213
 DO6213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6213.GEOID18 height accuracy estimate available here.
 DO6213
 DO6213.Click photographs - Photos may exist for this station.
 DO6213
 DO6213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6213
 DO6213.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6213
 DO6213.The ellipsoidal height was determined by GPS observations
 DO6213.and is referenced to NAD 83.
 DO6213
 DO6213.The dynamic height is computed by dividing the NAVD 88
 DO6213.geopotential number by the normal gravity value computed on the
 DO6213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6213.degrees latitude (g = 980.6199 gals.).
 DO6213
 DO6213.The modeled gravity was interpolated from observed gravity values.
 DO6213
 DO6213. The following values were computed from the NAD 83(2011) position.
 DO6213
 DO6213;                    North         East     Units Scale Factor Converg.
 DO6213;SPC WI N     -   139,547.376   579,916.305   MT  0.99995517   -0 11 18.5
 DO6213;SPC WI N     -   457,831.68  1,902,608.74   sFT  0.99995517   -0 11 18.5
 DO6213;UTM  15      - 5,144,570.663   710,444.554   MT  1.00014441   +1 59 05.1
 DO6213
 DO6213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6213!SPC WI N     -   0.99992794  x   0.99995517  =   0.99988312
 DO6213!UTM  15      -   0.99992794  x   1.00014441  =   1.00007234
 DO6213
 DO6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1044444570(NAD 83)
 DO6213
 DO6213                          SUPERSEDED SURVEY CONTROL
 DO6213
 DO6213  NAVD 88 (07/25/13)  490.367  (m)         1608.81   (f) SUPERSEDED  2 1
 DO6213
 DO6213.Superseded values are not recommended for survey control.
 DO6213
 DO6213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6213.See file dsdata.pdf to determine how the superseded data were derived.
 DO6213
 DO6213_MARKER: DD = SURVEY DISK
 DO6213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6213_STAMPING: 8F85 2011
 DO6213_MARK LOGO: WIDT
 DO6213_PROJECTION: FLUSH
 DO6213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6213+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 DO6213
 DO6213  HISTORY     - Date     Condition        Report By
 DO6213  HISTORY     - 2011     MONUMENTED       WIDT
 DO6213  HISTORY     - 20121105 GOOD             WIDT
 DO6213  HISTORY     - 20180806 GOOD             WIDT
 DO6213
 DO6213                          STATION DESCRIPTION
 DO6213
 DO6213'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6213'THE STATION IS 4.2 MI (6.8 KM) SOUTHWEST OF HURLEY, 3.0 MI (4.8 KM)
 DO6213'NORTHEAST OF IRON BELT, AND ABOUT 0.25 MI (0.4 KM) SOUTHWEST OF
 DO6213'MONTREAL.
 DO6213'
 DO6213'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6213'HIGHWAY 77 IN THE CITY OF HURLEY, GO SOUTHWEST ON STATE HIGHWAY 77 FOR
 DO6213'4.2 MI (6.8 KM) TO INDIANA STREET ON THE LEFT, CONTINUE SOUTHWEST ON
 DO6213'STATE HIGHWAY 77 FOR 0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.
 DO6213'
 DO6213'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6213'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6213'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6213'HIGHWAY PAVEMENT.  THE STATION IS 10.5 M (34.4 FT) SOUTHEAST OF THE
 DO6213'CENTERLINE OF STATE HIGHWAY 77, 59.4 M (194.9 FT) SOUTHWEST OF A RED
 DO6213'FIRE HYDRANT, 55.8 M (183.1 FT) NORTHEAST OF A GREEN TELEPHONE
 DO6213'JUNCTION BOX --MNTR 6000 14--, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6213'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6213'
 DO6213'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TALL
 DO6213'PINE TREES SOUTH AND SOUTHEAST OF THE STATION.
 DO6213
 DO6213                          STATION RECOVERY (2018)
 DO6213
 DO6213'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DO6213'THE TALL PINE TREES TO THE SOUTH AND SOUTHEAST OF THE STATION HAVE
 DO6213'SINCE BEEN HARVESTED AND THE STATION IS CURRENTLY SUITABLE FOR
 DO6213'SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6291 ***********************************************************************
 DO6291  DESIGNATION -  8F86
 DO6291  PID         -  DO6291
 DO6291  STATE/COUNTY-  WI/IRON
 DO6291  COUNTRY     -  US
 DO6291  USGS QUAD   -  IRONWOOD (2017)
 DO6291
 DO6291                         *CURRENT SURVEY CONTROL
 DO6291  ______________________________________________________________________
 DO6291* NAD 83(1986) POSITION- 46 25 39.16   (N) 090 14 56.04   (W)   HD_HELD1
 DO6291* NAVD 88 ORTHO HEIGHT -   495.209 (meters)     1624.70  (feet) ADJUSTED
 DO6291  ______________________________________________________________________
 DO6291  GEOID HEIGHT    -        -30.636 (meters)                     GEOID18
 DO6291  DYNAMIC HEIGHT  -        495.228 (meters)     1624.76  (feet) COMP
 DO6291  MODELED GRAVITY -    980,636.4   (mgal)                       NAVD 88
 DO6291
 DO6291  VERT ORDER      -  SECOND    CLASS I
 DO6291
 DO6291.The horizontal coordinates were determined by differentially corrected
 DO6291.hand held GPS observations or other comparable positioning techniques
 DO6291.and have an estimated accuracy of +/- 3 meters.
 DO6291
 DO6291.The orthometric height was determined by differential leveling and
 DO6291.adjusted by the NATIONAL GEODETIC SURVEY
 DO6291.in February 2017.
 DO6291
 DO6291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6291.GEOID18 height accuracy estimate available here.
 DO6291
 DO6291.Click photographs - Photos may exist for this station.
 DO6291
 DO6291.The dynamic height is computed by dividing the NAVD 88
 DO6291.geopotential number by the normal gravity value computed on the
 DO6291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6291.degrees latitude (g = 980.6199 gals.).
 DO6291
 DO6291.The modeled gravity was interpolated from observed gravity values.
 DO6291
 DO6291;                    North         East    Units  Estimated Accuracy
 DO6291;SPC WI N     -   140,171.3     580,869.3     MT  (+/- 3 meters HH1 GPS) 
 DO6291
 DO6291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1137345230(NAD 83)
 DO6291
 DO6291                          SUPERSEDED SURVEY CONTROL
 DO6291
 DO6291  NAVD 88 (07/25/13)  495.245  (m)         1624.82   (f) SUPERSEDED  2 1
 DO6291
 DO6291.Superseded values are not recommended for survey control.
 DO6291
 DO6291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6291.See file dsdata.pdf to determine how the superseded data were derived.
 DO6291
 DO6291_MARKER: DD = SURVEY DISK
 DO6291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6291_STAMPING: 8F86 2011
 DO6291_MARK LOGO: WIDT
 DO6291_PROJECTION: FLUSH
 DO6291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6291+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 DO6291
 DO6291  HISTORY     - Date     Condition        Report By
 DO6291  HISTORY     - 2011     MONUMENTED       WIDT
 DO6291  HISTORY     - 20121105 GOOD             WIDT
 DO6291
 DO6291                          STATION DESCRIPTION
 DO6291
 DO6291'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6291'THE STATION IS LOCATED IN MONTREAL, ABOUT 4.1 MI (6.6 KM) NORTHEAST OF
 DO6291'IRON BELT AND 3.3 MI (5.3 KM) SOUTHWEST OF HURLEY.
 DO6291'
 DO6291'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6291'HIGHWAY 77 IN THE CITY OF HURLEY, GO SOUTHWEST ON STATE HIGHWAY 77 FOR
 DO6291'3.6 MI (5.8 KM) TO SAXON AVENUE ON THE RIGHT, CONTINUE WEST ON STATE
 DO6291'HIGHWAY 77 (WISCONSIN AVENUE) FOR 0.05 MI (0.1 KM) TO TEXAS AVENUE ON
 DO6291'THE LEFT AND THE STATION ON THE RIGHT.
 DO6291'
 DO6291'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6291'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6291'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6291'STREET PAVEMENT.  THE STATION IS 10.1 M (33.1 FT) NORTH OF THE
 DO6291'CENTERLINE OF STATE HIGHWAY 77 (WISCONSIN AVENUE), 39.3 M (128.9 FT)
 DO6291'WEST OF A POWER POLE --28-3-96/07-- WITH ONE GUY WIRE, 7.6 M (24.9 FT)
 DO6291'EAST OF A TELEPHONE JUNCTION BOX --MNTR 6000 6--, AND LOCATED IN THE
 DO6291'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6291'
 DO6291'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO
 DO6291'THE SOUTH OF THE STATION EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6214 ***********************************************************************
 DO6214  DESIGNATION -  8F87
 DO6214  PID         -  DO6214
 DO6214  STATE/COUNTY-  WI/IRON
 DO6214  COUNTRY     -  US
 DO6214  USGS QUAD   -  IRONWOOD (2017)
 DO6214
 DO6214                         *CURRENT SURVEY CONTROL
 DO6214  ______________________________________________________________________
 DO6214* NAD 83(1986) POSITION- 46 25 53.22   (N) 090 13 48.83   (W)   HD_HELD1
 DO6214* NAVD 88 ORTHO HEIGHT -   446.413 (meters)     1464.61  (feet) ADJUSTED
 DO6214  ______________________________________________________________________
 DO6214  GEOID HEIGHT    -        -30.655 (meters)                     GEOID18
 DO6214  DYNAMIC HEIGHT  -        446.429 (meters)     1464.66  (feet) COMP
 DO6214  MODELED GRAVITY -    980,636.7   (mgal)                       NAVD 88
 DO6214
 DO6214  VERT ORDER      -  SECOND    CLASS I
 DO6214
 DO6214.The horizontal coordinates were determined by differentially corrected
 DO6214.hand held GPS observations or other comparable positioning techniques
 DO6214.and have an estimated accuracy of +/- 3 meters.
 DO6214
 DO6214.The orthometric height was determined by differential leveling and
 DO6214.adjusted by the NATIONAL GEODETIC SURVEY
 DO6214.in February 2017.
 DO6214
 DO6214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6214.GEOID18 height accuracy estimate available here.
 DO6214
 DO6214.Click photographs - Photos may exist for this station.
 DO6214
 DO6214.The dynamic height is computed by dividing the NAVD 88
 DO6214.geopotential number by the normal gravity value computed on the
 DO6214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6214.degrees latitude (g = 980.6199 gals.).
 DO6214
 DO6214.The modeled gravity was interpolated from observed gravity values.
 DO6214
 DO6214;                    North         East    Units  Estimated Accuracy
 DO6214;SPC WI N     -   140,601.1     582,305.5     MT  (+/- 3 meters HH1 GPS) 
 DO6214
 DO6214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1279245714(NAD 83)
 DO6214
 DO6214                          SUPERSEDED SURVEY CONTROL
 DO6214
 DO6214  NAVD 88 (07/25/13)  446.449  (m)         1464.72   (f) SUPERSEDED  2 1
 DO6214
 DO6214.Superseded values are not recommended for survey control.
 DO6214
 DO6214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6214.See file dsdata.pdf to determine how the superseded data were derived.
 DO6214
 DO6214_MARKER: DD = SURVEY DISK
 DO6214_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO6214_SP_SET: PARAPET WALL
 DO6214_STAMPING: 8F87 2011
 DO6214_MARK LOGO: WIDT
 DO6214_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6214+STABILITY: SURFACE MOTION
 DO6214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6214+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 DO6214
 DO6214  HISTORY     - Date     Condition        Report By
 DO6214  HISTORY     - 2011     MONUMENTED       WIDT
 DO6214  HISTORY     - 20121105 GOOD             WIDT
 DO6214
 DO6214                          STATION DESCRIPTION
 DO6214
 DO6214'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6214'THE STATION IS LOCATED IN MONTREAL, ABOUT 5.0 MI (8.0 KM) NORTHEAST OF
 DO6214'IRON BELT AND 2.4 MI (3.9 KM) SOUTHWEST OF HURLEY.
 DO6214'
 DO6214'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6214'HIGHWAY 77 IN THE CITY OF HURLEY, GO SOUTHWEST ON STATE HIGHWAY 77 FOR
 DO6214'2.5 MI (4.0 KM) TO KOKOGAN STREET ON THE LEFT, CONTINUE SOUTHWEST ON
 DO6214'STATE HIGHWAY 77 FOR 0.15 MI (0.2 KM) TO A BRIDGE OVER THE WEST FORK
 DO6214'OF THE MONTREAL RIVER AND THE STATION ON THE RIGHT.
 DO6214'
 DO6214'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6214'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DO6214'THE NORTH PARAPET WALL OF THE BRIDGE -B-26-15-.  THE STATION IS 5.5 M
 DO6214'(18.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 77, 2.3 M (7.5 FT)
 DO6214'EAST OF A METAL POST FOR A -MONTREAL RIVER- SIGN, 1.3 M (4.3 FT) WEST
 DO6214'OF THE BRIDGE EXPANSION JOINT, AND 1.0 M (3.3 FT) EAST OF A WHITE
 DO6214'PLASTIC WITNESS POST.
 DO6214'
 DO6214'NOTE-THIS STATION IS OBSTRUCTED BY PINE TREES TO THE WEST-NORTHWEST OF
 DO6214'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6215 ***********************************************************************
 DO6215  DESIGNATION -  8F88
 DO6215  PID         -  DO6215
 DO6215  STATE/COUNTY-  WI/IRON
 DO6215  COUNTRY     -  US
 DO6215  USGS QUAD   -  IRONWOOD (2017)
 DO6215
 DO6215                         *CURRENT SURVEY CONTROL
 DO6215  ______________________________________________________________________
 DO6215* NAD 83(1986) POSITION- 46 26 12.28   (N) 090 12 51.25   (W)   HD_HELD1
 DO6215* NAVD 88 ORTHO HEIGHT -   481.836 (meters)     1580.82  (feet) ADJUSTED
 DO6215  ______________________________________________________________________
 DO6215  GEOID HEIGHT    -        -30.665 (meters)                     GEOID18
 DO6215  DYNAMIC HEIGHT  -        481.855 (meters)     1580.89  (feet) COMP
 DO6215  MODELED GRAVITY -    980,637.5   (mgal)                       NAVD 88
 DO6215
 DO6215  VERT ORDER      -  SECOND    CLASS I
 DO6215
 DO6215.The horizontal coordinates were determined by differentially corrected
 DO6215.hand held GPS observations or other comparable positioning techniques
 DO6215.and have an estimated accuracy of +/- 3 meters.
 DO6215
 DO6215.The orthometric height was determined by differential leveling and
 DO6215.adjusted by the NATIONAL GEODETIC SURVEY
 DO6215.in February 2017.
 DO6215
 DO6215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6215.GEOID18 height accuracy estimate available here.
 DO6215
 DO6215.Click photographs - Photos may exist for this station.
 DO6215
 DO6215.The dynamic height is computed by dividing the NAVD 88
 DO6215.geopotential number by the normal gravity value computed on the
 DO6215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6215.degrees latitude (g = 980.6199 gals.).
 DO6215
 DO6215.The modeled gravity was interpolated from observed gravity values.
 DO6215
 DO6215;                    North         East    Units  Estimated Accuracy
 DO6215;SPC WI N     -   141,186.1     583,536.4     MT  (+/- 3 meters HH1 GPS) 
 DO6215
 DO6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1400046345(NAD 83)
 DO6215
 DO6215                          SUPERSEDED SURVEY CONTROL
 DO6215
 DO6215  NAVD 88 (07/25/13)  481.873  (m)         1580.95   (f) SUPERSEDED  2 1
 DO6215
 DO6215.Superseded values are not recommended for survey control.
 DO6215
 DO6215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6215.See file dsdata.pdf to determine how the superseded data were derived.
 DO6215
 DO6215_MARKER: DD = SURVEY DISK
 DO6215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6215_STAMPING: 8F88 2011
 DO6215_MARK LOGO: WIDT
 DO6215_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6215+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2012
 DO6215
 DO6215  HISTORY     - Date     Condition        Report By
 DO6215  HISTORY     - 2011     MONUMENTED       WIDT
 DO6215  HISTORY     - 20121106 GOOD             WIDT
 DO6215
 DO6215                          STATION DESCRIPTION
 DO6215
 DO6215'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6215'THE STATION IS LOCATED 5.7 MI (9.2 KM) NORTHEAST OF IRON BELT, 1.8 MI
 DO6215'(2.9 KM) SOUTHWEST OF HURLEY, AND 1.6 MI (2.6 KM) NORTHEAST OF
 DO6215'MONTREAL.
 DO6215'
 DO6215'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6215'HIGHWAY 77 IN THE CITY OF HURLEY, GO SOUTHWEST ON STATE HIGHWAY 77 FOR
 DO6215'1.8 MI (2.9 KM) TO ODANAH ROAD ON THE LEFT, TURN LEFT AND GO SOUTHEAST
 DO6215'ON ODANAH ROAD FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DO6215'
 DO6215'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6215'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6215'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT 0.5 M (1.6 FT)
 DO6215'LOWER THAN THE ROAD PAVEMENT.  THE STATION IS 14.3 M (46.9 FT)
 DO6215'SOUTHWEST OF THE CENTER OF ODANAH ROAD, 47.5 M (155.8 FT) NORTHWEST OF
 DO6215'THE CENTER OF A GRAVEL DRIVE LEADING SOUTHWEST, 15.5 M (50.9 FT)
 DO6215'SOUTHEAST OF AN ELECTRICAL BOX -9610-, AND 1 M (3.3 FT) NORTHWEST AND
 DO6215'SOUTHEAST OF TWO WHITE PLASTIC WITNESS POSTS.
 DO6215'
 DO6215'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6215'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1871 ***********************************************************************
 DP1871  DESIGNATION -  8G45
 DP1871  PID         -  DP1871
 DP1871  STATE/COUNTY-  WI/VILAS
 DP1871  COUNTRY     -  US
 DP1871  USGS QUAD   -  STATELINE LAKE (2017)
 DP1871
 DP1871                         *CURRENT SURVEY CONTROL
 DP1871  ______________________________________________________________________
 DP1871* NAD 83(1986) POSITION- 46 15 28.35   (N) 089 44 03.04   (W)   HD_HELD1
 DP1871* NAVD 88 ORTHO HEIGHT -   494.645 (meters)     1622.85  (feet) ADJUSTED
 DP1871  ______________________________________________________________________
 DP1871  GEOID HEIGHT    -        -30.872 (meters)                     GEOID18
 DP1871  DYNAMIC HEIGHT  -        494.645 (meters)     1622.85  (feet) COMP
 DP1871  MODELED GRAVITY -    980,599.8   (mgal)                       NAVD 88
 DP1871
 DP1871  VERT ORDER      -  SECOND    CLASS I
 DP1871
 DP1871.The horizontal coordinates were determined by differentially corrected
 DP1871.hand held GPS observations or other comparable positioning techniques
 DP1871.and have an estimated accuracy of +/- 3 meters.
 DP1871
 DP1871.The orthometric height was determined by differential leveling and
 DP1871.adjusted by the NATIONAL GEODETIC SURVEY
 DP1871.in February 2017.
 DP1871
 DP1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1871.GEOID18 height accuracy estimate available here.
 DP1871
 DP1871.Click photographs - Photos may exist for this station.
 DP1871
 DP1871.The dynamic height is computed by dividing the NAVD 88
 DP1871.geopotential number by the normal gravity value computed on the
 DP1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1871.degrees latitude (g = 980.6199 gals.).
 DP1871
 DP1871.The modeled gravity was interpolated from observed gravity values.
 DP1871
 DP1871;                    North         East    Units  Estimated Accuracy
 DP1871;SPC WI N     -   121,316.4     620,494.5     MT  (+/- 3 meters HH1 GPS) 
 DP1871
 DP1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8927526333(NAD 83)
 DP1871
 DP1871                          SUPERSEDED SURVEY CONTROL
 DP1871
 DP1871  NAVD 88 (03/19/14)  494.689  (m)         1622.99   (f) SUPERSEDED  2 1
 DP1871
 DP1871.Superseded values are not recommended for survey control.
 DP1871
 DP1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1871.See file dsdata.pdf to determine how the superseded data were derived.
 DP1871
 DP1871_MARKER: DD = SURVEY DISK
 DP1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1871_STAMPING: 8G45 2012
 DP1871_MARK LOGO: WIDT
 DP1871_PROJECTION: FLUSH
 DP1871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1871+STABILITY: SURFACE MOTION
 DP1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1871+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DP1871
 DP1871  HISTORY     - Date     Condition        Report By
 DP1871  HISTORY     - 2012     MONUMENTED       WIDT
 DP1871  HISTORY     - 20130711 GOOD             WIDT
 DP1871
 DP1871                          STATION DESCRIPTION
 DP1871
 DP1871'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1871'THE STATION IS LOCATED APPROXIMATELY 15.6 MI (25.1 KM) NORTHEAST OF
 DP1871'MANITOWISH, 9.1 MI (14.6 KM) SOUTH-SOUTHWEST OF MARENISCO MICHIGAN AND
 DP1871'0.9 MI (1.4 KM) NORTH OF PRESQUE ISLE.
 DP1871'
 DP1871'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST WITH
 DP1871'COUNTY HIGHWAY B, LOCATED IN THE VILLAGE OF PRESQUE ISLE, GO NORTH ON
 DP1871'COUNTY HIGHWAY B FOR 1.06 MI (1.7 KM) TO STATELINE ROAD ON THE RIGHT
 DP1871'AND THE STATION ON THE RIGHT.
 DP1871'
 DP1871'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1871'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A CONCRETE POST
 DP1871'2.1 M (6.9 FT) DEEP AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DP1871'THE STATION IS 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF COUNTY
 DP1871'HIGHWAY B, 43.3 M (142.1 FT) SOUTH OF THE CENTERLINE OF STATELINE
 DP1871'ROAD, 1.4 M (4.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF A PRIVATE
 DP1871'DRIVEWAY -11677- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1871'THREE WHITE PLASTIC WITNESS POSTS.
 DP1871'
 DP1871'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1871'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1805 ***********************************************************************
 DP1805  DESIGNATION -  8G46
 DP1805  PID         -  DP1805
 DP1805  STATE/COUNTY-  WI/VILAS
 DP1805  COUNTRY     -  US
 DP1805  USGS QUAD   -  PRESQUE ISLE (2018)
 DP1805
 DP1805                         *CURRENT SURVEY CONTROL
 DP1805  ______________________________________________________________________
 DP1805* NAD 83(1986) POSITION- 46 12 34.6    (N) 089 39 52.9    (W)   HD_HELD2
 DP1805* NAVD 88 ORTHO HEIGHT -   522.726 (meters)     1714.98  (feet) ADJUSTED
 DP1805  ______________________________________________________________________
 DP1805  GEOID HEIGHT    -        -30.888 (meters)                     GEOID18
 DP1805  DYNAMIC HEIGHT  -        522.727 (meters)     1714.98  (feet) COMP
 DP1805  MODELED GRAVITY -    980,599.5   (mgal)                       NAVD 88
 DP1805
 DP1805  VERT ORDER      -  SECOND    CLASS I
 DP1805
 DP1805.The horizontal coordinates were established by autonomous hand held GPS
 DP1805.observations and have an estimated accuracy of +/- 10 meters.
 DP1805
 DP1805.The orthometric height was determined by differential leveling and
 DP1805.adjusted by the NATIONAL GEODETIC SURVEY
 DP1805.in February 2017.
 DP1805
 DP1805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1805.GEOID18 height accuracy estimate available here.
 DP1805
 DP1805.Click photographs - Photos may exist for this station.
 DP1805
 DP1805.The dynamic height is computed by dividing the NAVD 88
 DP1805.geopotential number by the normal gravity value computed on the
 DP1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1805.degrees latitude (g = 980.6199 gals.).
 DP1805
 DP1805.The modeled gravity was interpolated from observed gravity values.
 DP1805
 DP1805;                    North         East    Units  Estimated Accuracy
 DP1805;SPC WI N     -   115,972.      625,874.      MT  (+/- 10 meters HH2 GPS)
 DP1805
 DP1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9445020788(NAD 83)
 DP1805
 DP1805                          SUPERSEDED SURVEY CONTROL
 DP1805
 DP1805  NAVD 88 (03/19/14)  522.770  (m)         1715.12   (f) SUPERSEDED  2 1
 DP1805
 DP1805.Superseded values are not recommended for survey control.
 DP1805
 DP1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1805.See file dsdata.pdf to determine how the superseded data were derived.
 DP1805
 DP1805_MARKER: DD = SURVEY DISK
 DP1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1805_STAMPING: 8G46 2012
 DP1805_MARK LOGO: WIDT
 DP1805_PROJECTION: FLUSH
 DP1805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1805+STABILITY: SURFACE MOTION
 DP1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1805+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2013
 DP1805
 DP1805  HISTORY     - Date     Condition        Report By
 DP1805  HISTORY     - 2012     MONUMENTED       WIDT
 DP1805  HISTORY     - 20130712 GOOD             WIDT
 DP1805
 DP1805                          STATION DESCRIPTION
 DP1805
 DP1805'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1805'THE STATION IS LOCATED APPROXIMATELY 21.7 MI (34.9 KM) NORTHWEST OF
 DP1805'LAND O'LAKES, 6.75 MI (10.9 KM) NORTH OF BOULDER JUNCTION AND 4.05 MI
 DP1805'(6.5 KM) SOUTHEAST OF PRESQUE ISLE.
 DP1805'
 DP1805'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST WITH
 DP1805'COUNTY HIGHWAY B, LOCATED APPROXIMATELY 0.2 MI (0.3 KM) SOUTH OF THE
 DP1805'VILLAGE OF PRESQUE ISLE, GO SOUTHEAST ON COUNTY HIGHWAY B FOR 3.8 MI
 DP1805'(6.1 KM) TO MCDOWELL ROAD ON THE RIGHT.  CONTINUE SOUTHEAST ON COUNTY
 DP1805'HIGHWAY B FOR 0.35 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DP1805'
 DP1805'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1805'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1805'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1805'M (1.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 11.4 M
 DP1805'(37.4 FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY B, 24.5 M
 DP1805'(80.4 FT) NORTHWEST OF A WOODEN SIGN -ZASTROW'S LYNX LAKE LODGE-, 23.9
 DP1805'M (78.4 FT) NORTHWEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY -10683-,
 DP1805'17.4 M (57.1 FT) SOUTH-SOUTHEAST OF A UTILITY POLE -18 70/70- AND 1 M
 DP1805'(3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DP1805'
 DP1805'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1805'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTHEAST
 DP1805'EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE WEST
 DP1805'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1807 ***********************************************************************
 DP1807  DESIGNATION -  8G47
 DP1807  PID         -  DP1807
 DP1807  STATE/COUNTY-  WI/VILAS
 DP1807  COUNTRY     -  US
 DP1807  USGS QUAD   -  TENDERFOOT LAKE (2018)
 DP1807
 DP1807                         *CURRENT SURVEY CONTROL
 DP1807  ______________________________________________________________________
 DP1807* NAD 83(1986) POSITION- 46 10 17.14   (N) 089 36 05.57   (W)   HD_HELD1
 DP1807* NAVD 88 ORTHO HEIGHT -   519.892 (meters)     1705.68  (feet) ADJUSTED
 DP1807  ______________________________________________________________________
 DP1807  GEOID HEIGHT    -        -31.007 (meters)                     GEOID18
 DP1807  DYNAMIC HEIGHT  -        519.889 (meters)     1705.67  (feet) COMP
 DP1807  MODELED GRAVITY -    980,593.6   (mgal)                       NAVD 88
 DP1807
 DP1807  VERT ORDER      -  SECOND    CLASS I
 DP1807
 DP1807.The horizontal coordinates were determined by differentially corrected
 DP1807.hand held GPS observations or other comparable positioning techniques
 DP1807.and have an estimated accuracy of +/- 3 meters.
 DP1807
 DP1807.The orthometric height was determined by differential leveling and
 DP1807.adjusted by the NATIONAL GEODETIC SURVEY
 DP1807.in February 2017.
 DP1807
 DP1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1807.GEOID18 height accuracy estimate available here.
 DP1807
 DP1807.Click photographs - Photos may exist for this station.
 DP1807
 DP1807.The dynamic height is computed by dividing the NAVD 88
 DP1807.geopotential number by the normal gravity value computed on the
 DP1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1807.degrees latitude (g = 980.6199 gals.).
 DP1807
 DP1807.The modeled gravity was interpolated from observed gravity values.
 DP1807
 DP1807;                    North         East    Units  Estimated Accuracy
 DP1807;SPC WI N     -   111,750.7     630,768.2     MT  (+/- 3 meters HH1 GPS) 
 DP1807
 DP1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9918116384(NAD 83)
 DP1807
 DP1807                          SUPERSEDED SURVEY CONTROL
 DP1807
 DP1807  NAVD 88 (03/19/14)  519.933  (m)         1705.81   (f) SUPERSEDED  2 1
 DP1807
 DP1807.Superseded values are not recommended for survey control.
 DP1807
 DP1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1807.See file dsdata.pdf to determine how the superseded data were derived.
 DP1807
 DP1807_MARKER: DD = SURVEY DISK
 DP1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1807_STAMPING: 8G47 2012
 DP1807_MARK LOGO: WIDT
 DP1807_PROJECTION: FLUSH
 DP1807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1807+STABILITY: SURFACE MOTION
 DP1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1807+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2017
 DP1807
 DP1807  HISTORY     - Date     Condition        Report By
 DP1807  HISTORY     - 2012     MONUMENTED       WIDT
 DP1807  HISTORY     - 20130715 GOOD             WIDT
 DP1807  HISTORY     - 20170831 GOOD             WI-125
 DP1807
 DP1807                          STATION DESCRIPTION
 DP1807
 DP1807'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1807'THE STATION IS LOCATED APPROXIMATELY 18.5 MI (29.8 KM) WEST OF LAND
 DP1807'O'LAKES, 8.1 MI (13.0 KM) SOUTHEAST OF PRESQUE ISLE AND 4.9 MI (7.9
 DP1807'KM) NORTH OF BOULDER JUNCTION.
 DP1807'
 DP1807'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DP1807'HIGHWAY K, LOCATED IN THE VILLAGE OF BOULDER JUNCTION, GO NORTH ON
 DP1807'COUNTY HIGHWAY M FOR 4.85 MI (7.8 KM) TO COUNTY HIGHWAY B AND THE
 DP1807'STATION ON THE RIGHT.
 DP1807'
 DP1807'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1807'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1807'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY
 DP1807'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M (34.1 FT)
 DP1807'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 19.5 M (64.0 FT) EAST OF
 DP1807'THE CENTERLINE OF COUNTY HIGHWAY M, 7.6 M (24.9 FT) NORTHEAST OF A
 DP1807'YELLOW PLASTIC -GAS LINE- MARKER POST AND LOCATED BETWEEN TWO WHITE
 DP1807'PLASTIC WITNESS POSTS.
 DP1807'
 DP1807'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1807'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTHEAST
 DP1807'EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH
 DP1807'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DP1807
 DP1807                          STATION RECOVERY (2017)
 DP1807
 DP1807'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2017 (ARJ)
 DP1807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1808 ***********************************************************************
 DP1808  DESIGNATION -  8G48
 DP1808  PID         -  DP1808
 DP1808  STATE/COUNTY-  WI/VILAS
 DP1808  COUNTRY     -  US
 DP1808  USGS QUAD   -  TENDERFOOT LAKE (2018)
 DP1808
 DP1808                         *CURRENT SURVEY CONTROL
 DP1808  ______________________________________________________________________
 DP1808* NAD 83(1986) POSITION- 46 09 58.3    (N) 089 33 51.3    (W)   HD_HELD2
 DP1808* NAVD 88 ORTHO HEIGHT -   519.895 (meters)     1705.69  (feet) ADJUSTED
 DP1808  ______________________________________________________________________
 DP1808  GEOID HEIGHT    -        -31.057 (meters)                     GEOID18
 DP1808  DYNAMIC HEIGHT  -        519.891 (meters)     1705.68  (feet) COMP
 DP1808  MODELED GRAVITY -    980,591.3   (mgal)                       NAVD 88
 DP1808
 DP1808  VERT ORDER      -  SECOND    CLASS I
 DP1808
 DP1808.The horizontal coordinates were established by autonomous hand held GPS
 DP1808.observations and have an estimated accuracy of +/- 10 meters.
 DP1808
 DP1808.The orthometric height was determined by differential leveling and
 DP1808.adjusted by the NATIONAL GEODETIC SURVEY
 DP1808.in February 2017.
 DP1808
 DP1808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1808.GEOID18 height accuracy estimate available here.
 DP1808
 DP1808.Click photographs - Photos may exist for this station.
 DP1808
 DP1808.The dynamic height is computed by dividing the NAVD 88
 DP1808.geopotential number by the normal gravity value computed on the
 DP1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1808.degrees latitude (g = 980.6199 gals.).
 DP1808
 DP1808.The modeled gravity was interpolated from observed gravity values.
 DP1808
 DP1808;                    North         East    Units  Estimated Accuracy
 DP1808;SPC WI N     -   111,184.      633,651.      MT  (+/- 10 meters HH2 GPS)
 DP1808
 DP1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0204215709(NAD 83)
 DP1808
 DP1808                          SUPERSEDED SURVEY CONTROL
 DP1808
 DP1808  NAVD 88 (03/19/14)  519.936  (m)         1705.82   (f) SUPERSEDED  2 1
 DP1808
 DP1808.Superseded values are not recommended for survey control.
 DP1808
 DP1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1808.See file dsdata.pdf to determine how the superseded data were derived.
 DP1808
 DP1808_MARKER: DD = SURVEY DISK
 DP1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1808_STAMPING: 8G48 2012
 DP1808_MARK LOGO: WIDT
 DP1808_PROJECTION: FLUSH
 DP1808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1808+STABILITY: SURFACE MOTION
 DP1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1808+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2013
 DP1808
 DP1808  HISTORY     - Date     Condition        Report By
 DP1808  HISTORY     - 2012     MONUMENTED       WIDT
 DP1808  HISTORY     - 20130715 GOOD             WIDT
 DP1808
 DP1808                          STATION DESCRIPTION
 DP1808
 DP1808'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1808'THE STATION IS LOCATED APPROXIMATELY 16.7 MI (26.9 KM) WEST OF LAND
 DP1808'O'LAKES, 9.7 MI (15.6 KM) SOUTHEAST OF PRESQUE ISLE AND 5.3 MI (8.5
 DP1808'KM) NORTHEAST OF BOULDER JUNCTION.
 DP1808'
 DP1808'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DP1808'HIGHWAY K, LOCATED IN THE VILLAGE OF BOULDER JUNCTION, GO NORTH ON
 DP1808'COUNTY HIGHWAY M FOR 4.85 MI (7.8 KM) TO COUNTY HIGHWAY B.  TURN RIGHT
 DP1808'AND GO EAST ON COUNTY HIGHWAY B FOR 1.85 MI (3.0 KM) TO THE STATION ON
 DP1808'THE RIGHT.
 DP1808'
 DP1808'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1808'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1808'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1808'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.1 M (29.9 FT) SOUTH
 DP1808'OF THE CENTERLINE OF COUNTY HIGHWAY B, 20.9 M (68.6 FT) EAST OF THE
 DP1808'EXTENDED CENTERLINE OF A LOGGING ROAD NORTH AND 9.4 M (30.8 FT) EAST
 DP1808'OF THE CENTERLINE OF A LOGGING ROAD SOUTH AND LOCATED IN THE CENTER OF
 DP1808'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1808'
 DP1808'NOTE-THIS STATION IS OBSTRUCTED BY A PINE TREE LINE TO THE SOUTH
 DP1808'EXTENDING TO 70 DEGREES ABOVE THE HORIZON AND A PINE TREE LINE TO THE
 DP1808'NORTH EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1862 ***********************************************************************
 DP1862  DESIGNATION -  8H24
 DP1862  PID         -  DP1862
 DP1862  STATE/COUNTY-  WI/VILAS
 DP1862  COUNTRY     -  US
 DP1862  USGS QUAD   -  PHELPS (2018)
 DP1862
 DP1862                         *CURRENT SURVEY CONTROL
 DP1862  ______________________________________________________________________
 DP1862* NAD 83(1986) POSITION- 46 06 47.3    (N) 089 07 08.5    (W)   HD_HELD2
 DP1862* NAVD 88 ORTHO HEIGHT -   527.145 (meters)     1729.47  (feet) ADJUSTED
 DP1862  ______________________________________________________________________
 DP1862  GEOID HEIGHT    -        -31.486 (meters)                     GEOID18
 DP1862  DYNAMIC HEIGHT  -        527.142 (meters)     1729.47  (feet) COMP
 DP1862  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 DP1862
 DP1862  VERT ORDER      -  SECOND    CLASS I
 DP1862
 DP1862.The horizontal coordinates were established by autonomous hand held GPS
 DP1862.observations and have an estimated accuracy of +/- 10 meters.
 DP1862
 DP1862.The orthometric height was determined by differential leveling and
 DP1862.adjusted by the NATIONAL GEODETIC SURVEY
 DP1862.in February 2017.
 DP1862
 DP1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1862.GEOID18 height accuracy estimate available here.
 DP1862
 DP1862.Click photographs - Photos may exist for this station.
 DP1862
 DP1862.The dynamic height is computed by dividing the NAVD 88
 DP1862.geopotential number by the normal gravity value computed on the
 DP1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1862.degrees latitude (g = 980.6199 gals.).
 DP1862
 DP1862.The modeled gravity was interpolated from observed gravity values.
 DP1862
 DP1862;                    North         East    Units  Estimated Accuracy
 DP1862;SPC WI N     -   105,573.      668,099.      MT  (+/- 10 meters HH2 GPS)
 DP1862
 DP1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3625408800(NAD 83)
 DP1862
 DP1862                          SUPERSEDED SURVEY CONTROL
 DP1862
 DP1862  NAVD 88 (03/19/14)  527.186  (m)         1729.61   (f) SUPERSEDED  2 1
 DP1862
 DP1862.Superseded values are not recommended for survey control.
 DP1862
 DP1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1862.See file dsdata.pdf to determine how the superseded data were derived.
 DP1862
 DP1862_MARKER: DD = SURVEY DISK
 DP1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1862_STAMPING: 8H24 2012
 DP1862_MARK LOGO: WIDT
 DP1862_PROJECTION: FLUSH
 DP1862_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1862+STABILITY: SURFACE MOTION
 DP1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1862+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2013
 DP1862
 DP1862  HISTORY     - Date     Condition        Report By
 DP1862  HISTORY     - 2012     MONUMENTED       WIDT
 DP1862  HISTORY     - 20130724 GOOD             WIDT
 DP1862
 DP1862                          STATION DESCRIPTION
 DP1862
 DP1862'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1862'THE STATION IS LOCATED APPROXIMATELY 7.9 MI (12.7 KM) NORTHEAST OF
 DP1862'CONOVER, 5.3 MI (8.5 KM) SOUTHEAST OF LAND O'LAKES AND 3.9 MI (6.3 KM)
 DP1862'NORTHWEST OF PHELPS.
 DP1862'
 DP1862'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1862'HIGHWAY 32 WITH COUNTY HIGHWAY EAST, LOCATED APPROXIMATELY 2.3 MI (3.7
 DP1862'KM) SOUTH OF LAND O'LAKES, GO EASTERLY ON COUNTY HIGHWAY EAST FOR 4.2
 DP1862'MI (6.8 KM) TO SOUTH SHORE ROAD.  CONTINUE SOUTHEAST ON COUNTY HIGHWAY
 DP1862'EAST FOR 0.4 MI (0.6 KM) TO A LOGGING ROAD ON THE LEFT AND THE STATION
 DP1862'ON THE LEFT.
 DP1862'
 DP1862'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1862'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1862'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP, APPROXIMATELY LEVEL
 DP1862'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.1 M (36.4 FT) NORTHEAST
 DP1862'OF THE CENTERLINE OF COUNTY HIGHWAY EAST, 6.7 M (22.0 FT) EAST OF THE
 DP1862'CENTERLINE OF A LOGGING ROAD, 3.8 M (12.5 FT) NORTH OF THE EAST END OF
 DP1862'A METAL CULVERT PIPE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1862'THREE WHITE PLASTIC WITNESS POSTS.
 DP1862'
 DP1862'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DP1862'TO 40 DEGREES ABOVE THE HORIZON AND A TREE LINE SOUTH EXTENDING TO 30
 DP1862'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1866 ***********************************************************************
 DP1866  DESIGNATION -  8H25
 DP1866  PID         -  DP1866
 DP1866  STATE/COUNTY-  WI/VILAS
 DP1866  COUNTRY     -  US
 DP1866  USGS QUAD   -  PHELPS (2018)
 DP1866
 DP1866                         *CURRENT SURVEY CONTROL
 DP1866  ______________________________________________________________________
 DP1866* NAD 83(1986) POSITION- 46 03 47.93   (N) 089 04 46.06   (W)   HD_HELD1
 DP1866* NAVD 88 ORTHO HEIGHT -   543.387 (meters)     1782.76  (feet) ADJUSTED
 DP1866  ______________________________________________________________________
 DP1866  GEOID HEIGHT    -        -31.615 (meters)                     GEOID18
 DP1866  DYNAMIC HEIGHT  -        543.377 (meters)     1782.73  (feet) COMP
 DP1866  MODELED GRAVITY -    980,580.3   (mgal)                       NAVD 88
 DP1866
 DP1866  VERT ORDER      -  SECOND    CLASS I
 DP1866
 DP1866.The horizontal coordinates were determined by differentially corrected
 DP1866.hand held GPS observations or other comparable positioning techniques
 DP1866.and have an estimated accuracy of +/- 3 meters.
 DP1866
 DP1866.The orthometric height was determined by differential leveling and
 DP1866.adjusted by the NATIONAL GEODETIC SURVEY
 DP1866.in February 2017.
 DP1866
 DP1866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1866.GEOID18 height accuracy estimate available here.
 DP1866
 DP1866.Click photographs - Photos may exist for this station.
 DP1866
 DP1866.The dynamic height is computed by dividing the NAVD 88
 DP1866.geopotential number by the normal gravity value computed on the
 DP1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1866.degrees latitude (g = 980.6199 gals.).
 DP1866
 DP1866.The modeled gravity was interpolated from observed gravity values.
 DP1866
 DP1866;                    North         East    Units  Estimated Accuracy
 DP1866;SPC WI N     -   100,069.7     671,221.2     MT  (+/- 3 meters HH1 GPS) 
 DP1866
 DP1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3916703184(NAD 83)
 DP1866
 DP1866                          SUPERSEDED SURVEY CONTROL
 DP1866
 DP1866  NAVD 88 (03/19/14)  543.428  (m)         1782.90   (f) SUPERSEDED  2 1
 DP1866
 DP1866.Superseded values are not recommended for survey control.
 DP1866
 DP1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1866.See file dsdata.pdf to determine how the superseded data were derived.
 DP1866
 DP1866_MARKER: DD = SURVEY DISK
 DP1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1866_STAMPING: 8H25 2012
 DP1866_MARK LOGO: WIDT
 DP1866_PROJECTION: PROJECTING 30 CENTIMETERS
 DP1866_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1866+STABILITY: SURFACE MOTION
 DP1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1866+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2014
 DP1866
 DP1866  HISTORY     - Date     Condition        Report By
 DP1866  HISTORY     - 2012     MONUMENTED       WIDT
 DP1866  HISTORY     - 20130723 GOOD             WIDT
 DP1866  HISTORY     - 20140807 GOOD             WIDT
 DP1866
 DP1866                          STATION DESCRIPTION
 DP1866
 DP1866'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1866'THE STATION IS LOCATED APPROXIMATELY 20.8 MI (33.5 KM) SOUTHWEST OF
 DP1866'IRON RIVER, 13.0 MI (20.9 KM) NORTHEAST OF EAGLE RIVER AND 9.8 MI
 DP1866'(15.8 KM) SOUTHEAST OF LAND O'LAKES.
 DP1866'
 DP1866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1866'HIGHWAY EAST, IN THE COMMUNITY OF PHELPS, GO EAST ON STATE HIGHWAY 17
 DP1866'FOR 0.4 MI (0.6 KM) TO WAVERING PARK ON THE RIGHT AND THE STATION ON
 DP1866'THE RIGHT.
 DP1866'
 DP1866'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1866'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHEAST
 DP1866'SIDE OF THE 12 FT (3.7 M) DEEP, 36-INCH DIAMETER CONCRETE BASE FOR THE
 DP1866'CORS STATION OBELISK.
 DP1866'
 DP1866'THE STATION IS 79.4 M (260.5 FT) SOUTH OF THE CENTERLINE OF STATE
 DP1866'HIGHWAY 17, 39.4 M (129.3 FT) NORTH OF THE CENTERLINE OF A GRAVEL
 DP1866'DRIVEWAY, 20.2 M (66.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DP1866'PARK CONCESSION BUILDING AND 7.0 M (23.0 FT) NORTHWEST OF THE
 DP1866'NORTHWEST CORNER OF A SPLIT RAIL FENCE.
 DP1866
 DP1866                          STATION RECOVERY (2014)
 DP1866
 DP1866'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DP1866'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1842 ***********************************************************************
 DP1842  DESIGNATION -  8H26
 DP1842  PID         -  DP1842
 DP1842  STATE/COUNTY-  WI/VILAS
 DP1842  COUNTRY     -  US
 DP1842  USGS QUAD   -  PHELPS (2018)
 DP1842
 DP1842                         *CURRENT SURVEY CONTROL
 DP1842  ______________________________________________________________________
 DP1842* NAD 83(1986) POSITION- 46 04 08.12   (N) 089 02 43.04   (W)   HD_HELD1
 DP1842* NAVD 88 ORTHO HEIGHT -   552.879 (meters)     1813.90  (feet) ADJUSTED
 DP1842  ______________________________________________________________________
 DP1842  GEOID HEIGHT    -        -31.619 (meters)                     GEOID18
 DP1842  DYNAMIC HEIGHT  -        552.872 (meters)     1813.88  (feet) COMP
 DP1842  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 DP1842
 DP1842  VERT ORDER      -  SECOND    CLASS I
 DP1842
 DP1842.The horizontal coordinates were determined by differentially corrected
 DP1842.hand held GPS observations or other comparable positioning techniques
 DP1842.and have an estimated accuracy of +/- 3 meters.
 DP1842
 DP1842.The orthometric height was determined by differential leveling and
 DP1842.adjusted by the NATIONAL GEODETIC SURVEY
 DP1842.in February 2017.
 DP1842
 DP1842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1842.GEOID18 height accuracy estimate available here.
 DP1842
 DP1842.Click photographs - Photos may exist for this station.
 DP1842
 DP1842.The dynamic height is computed by dividing the NAVD 88
 DP1842.geopotential number by the normal gravity value computed on the
 DP1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1842.degrees latitude (g = 980.6199 gals.).
 DP1842
 DP1842.The modeled gravity was interpolated from observed gravity values.
 DP1842
 DP1842;                    North         East    Units  Estimated Accuracy
 DP1842;SPC WI N     -   100,724.2     673,857.5     MT  (+/- 3 meters HH1 GPS) 
 DP1842
 DP1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4182603738(NAD 83)
 DP1842
 DP1842                          SUPERSEDED SURVEY CONTROL
 DP1842
 DP1842  NAVD 88 (03/19/14)  552.921  (m)         1814.04   (f) SUPERSEDED  2 1
 DP1842
 DP1842.Superseded values are not recommended for survey control.
 DP1842
 DP1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1842.See file dsdata.pdf to determine how the superseded data were derived.
 DP1842
 DP1842_MARKER: DD = SURVEY DISK
 DP1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1842_STAMPING: 8H26 2012
 DP1842_MARK LOGO: WIDT
 DP1842_PROJECTION: FLUSH
 DP1842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1842+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2014
 DP1842
 DP1842  HISTORY     - Date     Condition        Report By
 DP1842  HISTORY     - 2012     MONUMENTED       WIDT
 DP1842  HISTORY     - 20130917 GOOD             WIDT
 DP1842  HISTORY     - 20140807 GOOD             WIDT
 DP1842
 DP1842                          STATION DESCRIPTION
 DP1842
 DP1842'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1842'THE STATION IS APPROXIMATELY 15 MI (24.1 KM) SOUTH-SOUTHEAST OF
 DP1842'WATERSMEET MICHIGAN, 11 MI (17.7 KM) WEST-NORTHWEST OF NELMA AND 2 MI
 DP1842'(3.2 KM) EAST OF PHELPS.
 DP1842'
 DP1842'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP1842'HIGHWAY A, LOCATED ABOUT 1.4 MI (2.3 KM) EAST OF THE COMMUNITY OF
 DP1842'PHELPS, GO EAST ON STATE HIGHWAY 17 FOR 0.5 MI (0.8 KM) TO THE STATION
 DP1842'ON THE RIGHT.
 DP1842'
 DP1842'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1842'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1842'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, ABOUT 0.2 M (0.7 FT)
 DP1842'LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 8.0 M (26.2 FT) SOUTH
 DP1842'OF THE CENTERLINE OF STATE HIGHWAY 17, 82.2 M (269.7 FT) EAST OF THE
 DP1842'CENTERLINE OF A DRIVEWAY -1773-, 34.4 M (112.9 FT) WEST OF A SIGN -JCT
 DP1842'2201- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP1842'PLASTIC WITNESS POSTS.
 DP1842'
 DP1842'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH AND A TREE
 DP1842'LINE TO THE SOUTH EXTENDING HIGHER THAN 45 DEGREES ABOVE THE HORIZON.
 DP1842
 DP1842                          STATION RECOVERY (2014)
 DP1842
 DP1842'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DP1842'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8679 ***********************************************************************
 DP8679  DESIGNATION -  8H27
 DP8679  PID         -  DP8679
 DP8679  STATE/COUNTY-  WI/VILAS
 DP8679  COUNTRY     -  US
 DP8679  USGS QUAD   -  PHELPS (2018)
 DP8679
 DP8679                         *CURRENT SURVEY CONTROL
 DP8679  ______________________________________________________________________
 DP8679* NAD 83(1986) POSITION- 46 04 58.74   (N) 089 00 43.52   (W)   HD_HELD1
 DP8679* NAVD 88 ORTHO HEIGHT -   536.124 (meters)     1758.93  (feet) ADJUSTED
 DP8679  ______________________________________________________________________
 DP8679  GEOID HEIGHT    -        -31.603 (meters)                     GEOID18
 DP8679  DYNAMIC HEIGHT  -        536.119 (meters)     1758.92  (feet) COMP
 DP8679  MODELED GRAVITY -    980,589.2   (mgal)                       NAVD 88
 DP8679
 DP8679  VERT ORDER      -  SECOND    CLASS I
 DP8679
 DP8679.The horizontal coordinates were determined by differentially corrected
 DP8679.hand held GPS observations or other comparable positioning techniques
 DP8679.and have an estimated accuracy of +/- 3 meters.
 DP8679
 DP8679.The orthometric height was determined by differential leveling and
 DP8679.adjusted by the NATIONAL GEODETIC SURVEY
 DP8679.in February 2017.
 DP8679
 DP8679.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8679.GEOID18 height accuracy estimate available here.
 DP8679
 DP8679.Click photographs - Photos may exist for this station.
 DP8679
 DP8679.The dynamic height is computed by dividing the NAVD 88
 DP8679.geopotential number by the normal gravity value computed on the
 DP8679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8679.degrees latitude (g = 980.6199 gals.).
 DP8679
 DP8679.The modeled gravity was interpolated from observed gravity values.
 DP8679
 DP8679;                    North         East    Units  Estimated Accuracy
 DP8679;SPC WI N     -   102,318.3     676,406.3     MT  (+/- 3 meters HH1 GPS) 
 DP8679
 DP8679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4443305235(NAD 83)
 DP8679
 DP8679                          SUPERSEDED SURVEY CONTROL
 DP8679
 DP8679.No superseded survey control is available for this station.
 DP8679
 DP8679_MARKER: DD = SURVEY DISK
 DP8679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8679_STAMPING: 8H27 2012
 DP8679_MARK LOGO: WIDT
 DP8679_PROJECTION: FLUSH
 DP8679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8679+STABILITY: SURFACE MOTION
 DP8679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8679+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2017
 DP8679
 DP8679  HISTORY     - Date     Condition        Report By
 DP8679  HISTORY     - 2012     MONUMENTED       WIDT
 DP8679  HISTORY     - 20140807 GOOD             WIDT
 DP8679  HISTORY     - 20171116 GOOD             WI-125
 DP8679
 DP8679                          STATION DESCRIPTION
 DP8679
 DP8679'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8679'THE STATION IS APPROXIMATELY 17.7 MI (28.5 KM) WEST OF IRON RIVER,
 DP8679'10.3 MI (16.6 KM) NORTHWEST OF NELMA AND 3.7 MI (6.0 KM) NORTHEAST OF
 DP8679'PHELPS.
 DP8679'
 DP8679'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP8679'HIGHWAY A ABOUT 1.3 MI (2.1 KM) EAST OF THE COMMUNITY OF PHELPS, GO
 DP8679'EAST ON STATE HIGHWAY 17 FOR 2.3 MI (3.7 KM) TO OLD 70 ROAD ON THE
 DP8679'LEFT AND EVERGREEN ROAD ON THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY
 DP8679'17 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DP8679'
 DP8679'THE STATION IS 11.5 M (37.7 FT) NORTH OF THE CENTERLINE OF STATE
 DP8679'HIGHWAY 17, 48.8 M (160.1 FT) WEST OF THE CENTERLINE OF A PRIVATE
 DP8679'DRIVEWAY -1238-, 4 M (13.1 FT) SOUTH OF THE CENTER OF A DIRT TRAIL,
 DP8679'1.5 M (4.9 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE DRIVEWAY
 DP8679'-1249- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY WHITE PLASTIC
 DP8679'WITNESS POSTS.
 DP8679'
 DP8679'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8679'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTH
 DP8679'EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE SOUTH
 DP8679'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8679'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8679'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP8679'APPROXIMATELY 0.4 M (1.3 FT) HIGHER THAN THE ROAD GRADE.
 DP8679
 DP8679                          STATION RECOVERY (2017)
 DP8679
 DP8679'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2017 (ARJ)
 DP8679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8680 ***********************************************************************
 DP8680  DESIGNATION -  8H28
 DP8680  PID         -  DP8680
 DP8680  STATE/COUNTY-  WI/VILAS
 DP8680  COUNTRY     -  US
 DP8680  USGS QUAD   -  SMOKY LAKE (2017)
 DP8680
 DP8680                         *CURRENT SURVEY CONTROL
 DP8680  ______________________________________________________________________
 DP8680* NAD 83(1986) POSITION- 46 04 55.74   (N) 088 58 35.41   (W)   HD_HELD1
 DP8680* NAVD 88 ORTHO HEIGHT -   549.922 (meters)     1804.20  (feet) ADJUSTED
 DP8680  ______________________________________________________________________
 DP8680  GEOID HEIGHT    -        -31.630 (meters)                     GEOID18
 DP8680  DYNAMIC HEIGHT  -        549.921 (meters)     1804.20  (feet) COMP
 DP8680  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 DP8680
 DP8680  VERT ORDER      -  SECOND    CLASS I
 DP8680
 DP8680.The horizontal coordinates were determined by differentially corrected
 DP8680.hand held GPS observations or other comparable positioning techniques
 DP8680.and have an estimated accuracy of +/- 3 meters.
 DP8680
 DP8680.The orthometric height was determined by differential leveling and
 DP8680.adjusted by the NATIONAL GEODETIC SURVEY
 DP8680.in February 2017.
 DP8680
 DP8680.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8680.GEOID18 height accuracy estimate available here.
 DP8680
 DP8680.Click photographs - Photos may exist for this station.
 DP8680
 DP8680.The dynamic height is computed by dividing the NAVD 88
 DP8680.geopotential number by the normal gravity value computed on the
 DP8680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8680.degrees latitude (g = 980.6199 gals.).
 DP8680
 DP8680.The modeled gravity was interpolated from observed gravity values.
 DP8680
 DP8680;                    North         East    Units  Estimated Accuracy
 DP8680;SPC WI N     -   102,260.6     679,159.6     MT  (+/- 3 meters HH1 GPS) 
 DP8680
 DP8680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4718205074(NAD 83)
 DP8680
 DP8680                          SUPERSEDED SURVEY CONTROL
 DP8680
 DP8680.No superseded survey control is available for this station.
 DP8680
 DP8680_MARKER: DD = SURVEY DISK
 DP8680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8680_STAMPING: 8H28 2012
 DP8680_MARK LOGO: WIDT
 DP8680_PROJECTION: FLUSH
 DP8680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8680+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2014
 DP8680
 DP8680  HISTORY     - Date     Condition        Report By
 DP8680  HISTORY     - 2012     MONUMENTED       WIDT
 DP8680  HISTORY     - 20140807 GOOD             WIDT
 DP8680
 DP8680                          STATION DESCRIPTION
 DP8680
 DP8680'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8680'THE STATION IS APPROXIMATELY 16.0 MI (25.7 KM) WEST OF IRON RIVER, 8.8
 DP8680'MI (14.2 KM) NORTHWEST OF NELMA AND 5.3 MI (8.5 KM) EAST-NORTHEAST OF
 DP8680'PHELPS.
 DP8680'
 DP8680'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP8680'HIGHWAY A ABOUT 1.3 MI (2.1 KM) EAST OF THE COMMUNITY OF PHELPS, GO
 DP8680'EAST ON STATE HIGHWAY 17 FOR 3.7 MI (6.0 KM) TO GRAVEL PIT ROAD ON THE
 DP8680'RIGHT AND THE STATION ON THE RIGHT.
 DP8680'
 DP8680'THE STATION IS 10.7 M (35.1 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DP8680'HIGHWAY 17, 18.7 M (61.4 FT) WEST OF THE CENTERLINE OF GRAVEL PIT
 DP8680'ROAD, 16.8 M (55.1 FT) NORTHEAST OF A POWER POLE -93 23478 45 5- WITH
 DP8680'GUY WIRE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8680'PLASTIC WITNESS POSTS.
 DP8680'
 DP8680'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE WEST AND TREES TO THE
 DP8680'SOUTH AND IS NOT SUITABLE FOR GPS OBSERVATIONS.  THE STATION IS A
 DP8680'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8680'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8680'POST, APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1810 ***********************************************************************
 DP1810  DESIGNATION -  8H49
 DP1810  PID         -  DP1810
 DP1810  STATE/COUNTY-  WI/VILAS
 DP1810  COUNTRY     -  US
 DP1810  USGS QUAD   -  THOUSAND ISLAND LAKE (2017)
 DP1810
 DP1810                         *CURRENT SURVEY CONTROL
 DP1810  ______________________________________________________________________
 DP1810* NAD 83(1986) POSITION- 46 10 29.8    (N) 089 29 50.0    (W)   HD_HELD2
 DP1810* NAVD 88 ORTHO HEIGHT -   516.853 (meters)     1695.71  (feet) ADJUSTED
 DP1810  ______________________________________________________________________
 DP1810  GEOID HEIGHT    -        -31.104 (meters)                     GEOID18
 DP1810  DYNAMIC HEIGHT  -        516.852 (meters)     1695.71  (feet) COMP
 DP1810  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 DP1810
 DP1810  VERT ORDER      -  SECOND    CLASS I
 DP1810
 DP1810.The horizontal coordinates were established by autonomous hand held GPS
 DP1810.observations and have an estimated accuracy of +/- 10 meters.
 DP1810
 DP1810.The orthometric height was determined by differential leveling and
 DP1810.adjusted by the NATIONAL GEODETIC SURVEY
 DP1810.in February 2017.
 DP1810
 DP1810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1810.GEOID18 height accuracy estimate available here.
 DP1810
 DP1810.Click photographs - Photos may exist for this station.
 DP1810
 DP1810.The dynamic height is computed by dividing the NAVD 88
 DP1810.geopotential number by the normal gravity value computed on the
 DP1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1810.degrees latitude (g = 980.6199 gals.).
 DP1810
 DP1810.The modeled gravity was interpolated from observed gravity values.
 DP1810
 DP1810;                    North         East    Units  Estimated Accuracy
 DP1810;SPC WI N     -   112,187.      638,822.      MT  (+/- 10 meters HH2 GPS)
 DP1810
 DP1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0724716516(NAD 83)
 DP1810
 DP1810                          SUPERSEDED SURVEY CONTROL
 DP1810
 DP1810  NAVD 88 (03/19/14)  516.895  (m)         1695.85   (f) SUPERSEDED  2 1
 DP1810
 DP1810.Superseded values are not recommended for survey control.
 DP1810
 DP1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1810.See file dsdata.pdf to determine how the superseded data were derived.
 DP1810
 DP1810_MARKER: DD = SURVEY DISK
 DP1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1810_STAMPING: 8H49 2012
 DP1810_MARK LOGO: WIDT
 DP1810_PROJECTION: FLUSH
 DP1810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1810+STABILITY: SURFACE MOTION
 DP1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1810+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 DP1810
 DP1810  HISTORY     - Date     Condition        Report By
 DP1810  HISTORY     - 2012     MONUMENTED       WIDT
 DP1810  HISTORY     - 20130716 GOOD             WIDT
 DP1810
 DP1810                          STATION DESCRIPTION
 DP1810
 DP1810'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1810'THE STATION LOCATED APPROXIMATELY 13.5 MI (21.7 KM) WEST OF LAND
 DP1810'O'LAKES, 12.2 MI (19.6 KM) SOUTHEAST OF PRESQUE ISLE AND 8.3 MI (13.4
 DP1810'KM) NORTHEAST OF BOULDER JUNCTION.
 DP1810'
 DP1810'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DP1810'HIGHWAY K, LOCATED IN THE VILLAGE OF BOULDER JUNCTION, GO NORTH ON
 DP1810'COUNTY HIGHWAY M FOR 4.85 MI (7.8 KM) TO COUNTY HIGHWAY B.  TURN RIGHT
 DP1810'AND GO EAST ON COUNTY HIGHWAY B FOR 4.5 MI (7.2 KM) TO OLD B ROAD ON
 DP1810'THE RIGHT.  CONTINUE EAST ON COUNTY HIGHWAY B FOR 0.68 MI (1.1 KM) TO
 DP1810'THE STATION ON THE RIGHT.
 DP1810'
 DP1810'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1810'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1810'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.9
 DP1810'M (3.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 8.8 M
 DP1810'(28.9 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY B, 37.8 M
 DP1810'(124.0 FT) NORTHEAST OF THE CENTERLINE OF A DIRT TRAIL TO THE SOUTH
 DP1810'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP1810'WITNESS POSTS.
 DP1810'
 DP1810'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTH EXTENDING
 DP1810'TO 65 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH EXTENDING
 DP1810'TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1811 ***********************************************************************
 DP1811  DESIGNATION -  8H50
 DP1811  PID         -  DP1811
 DP1811  STATE/COUNTY-  WI/VILAS
 DP1811  COUNTRY     -  US
 DP1811  USGS QUAD   -  THOUSAND ISLAND LAKE (2017)
 DP1811
 DP1811                         *CURRENT SURVEY CONTROL
 DP1811  ______________________________________________________________________
 DP1811* NAD 83(1986) POSITION- 46 11 05.5    (N) 089 27 38.5    (W)   HD_HELD2
 DP1811* NAVD 88 ORTHO HEIGHT -   521.232 (meters)     1710.08  (feet) ADJUSTED
 DP1811  ______________________________________________________________________
 DP1811  GEOID HEIGHT    -        -31.116 (meters)                     GEOID18
 DP1811  DYNAMIC HEIGHT  -        521.232 (meters)     1710.08  (feet) COMP
 DP1811  MODELED GRAVITY -    980,597.9   (mgal)                       NAVD 88
 DP1811
 DP1811  VERT ORDER      -  SECOND    CLASS I
 DP1811
 DP1811.The horizontal coordinates were established by autonomous hand held GPS
 DP1811.observations and have an estimated accuracy of +/- 10 meters.
 DP1811
 DP1811.The orthometric height was determined by differential leveling and
 DP1811.adjusted by the NATIONAL GEODETIC SURVEY
 DP1811.in February 2017.
 DP1811
 DP1811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1811.GEOID18 height accuracy estimate available here.
 DP1811
 DP1811.Click photographs - Photos may exist for this station.
 DP1811
 DP1811.The dynamic height is computed by dividing the NAVD 88
 DP1811.geopotential number by the normal gravity value computed on the
 DP1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1811.degrees latitude (g = 980.6199 gals.).
 DP1811
 DP1811.The modeled gravity was interpolated from observed gravity values.
 DP1811
 DP1811;                    North         East    Units  Estimated Accuracy
 DP1811;SPC WI N     -   113,308.      641,634.      MT  (+/- 10 meters HH2 GPS)
 DP1811
 DP1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1010017530(NAD 83)
 DP1811
 DP1811                          SUPERSEDED SURVEY CONTROL
 DP1811
 DP1811  NAVD 88 (03/19/14)  521.274  (m)         1710.21   (f) SUPERSEDED  2 1
 DP1811
 DP1811.Superseded values are not recommended for survey control.
 DP1811
 DP1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1811.See file dsdata.pdf to determine how the superseded data were derived.
 DP1811
 DP1811_MARKER: DD = SURVEY DISK
 DP1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1811_STAMPING: 8H50 2012
 DP1811_MARK LOGO: WIDT
 DP1811_PROJECTION: FLUSH
 DP1811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1811+STABILITY: SURFACE MOTION
 DP1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1811+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 DP1811
 DP1811  HISTORY     - Date     Condition        Report By
 DP1811  HISTORY     - 2012     MONUMENTED       WIDT
 DP1811  HISTORY     - 20130716 GOOD             WIDT
 DP1811
 DP1811                          STATION DESCRIPTION
 DP1811
 DP1811'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1811'THE STATION IS LOCATED APPROXIMATELY 13.6 MI (21.9 KM) SOUTHEAST OF
 DP1811'PRESQUE ISLE, 11.8 MI (19.0 KM) NORTHWEST OF LAND O'LAKES AND 10.1 MI
 DP1811'(16.3 KM) NORTHEAST OF BOULDER JUNCTION.
 DP1811'
 DP1811'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DP1811'HIGHWAY K IN THE VILLAGE OF BOULDER JUNCTION, GO NORTH ON COUNTY
 DP1811'HIGHWAY M FOR 4.85 MI (7.8 KM) TO THE COUNTY HIGHWAY B.  TURN RIGHT
 DP1811'AND GO EAST ON COUNTY HIGHWAY B FOR 4.5 MI (7.2 KM) TO OLD B ROAD ON
 DP1811'THE RIGHT.  CONTINUE EAST ON COUNTY HIGHWAY B FOR 2.6 MI (4.2 KM) TO
 DP1811'THE STATION ON THE RIGHT.
 DP1811'
 DP1811'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1811'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1811'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1811'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.3 M (24.0 FT) SOUTH
 DP1811'OF THE CENTERLINE OF COUNTY HIGHWAY B, 9.8 M (32.2 FT) NORTHEAST OF A
 DP1811'34 INCH (86 CM) DIAMETER PINE TREE, 0.8 M (2.6 FT) WEST OF THE
 DP1811'EXTENDED CENTERLINE OF A PRIVATE DRIVEWAY -7738- AND LOCATED IN THE
 DP1811'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1811'
 DP1811'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTH EXTENDING
 DP1811'TO 60 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH EXTENDING
 DP1811'TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1812 ***********************************************************************
 DP1812  DESIGNATION -  8H51
 DP1812  PID         -  DP1812
 DP1812  STATE/COUNTY-  WI/VILAS
 DP1812  COUNTRY     -  US
 DP1812  USGS QUAD   -  THOUSAND ISLAND LAKE (2017)
 DP1812
 DP1812                         *CURRENT SURVEY CONTROL
 DP1812  ______________________________________________________________________
 DP1812* NAD 83(1986) POSITION- 46 11 19.5    (N) 089 25 29.5    (W)   HD_HELD2
 DP1812* NAVD 88 ORTHO HEIGHT -   522.818 (meters)     1715.28  (feet) ADJUSTED
 DP1812  ______________________________________________________________________
 DP1812  GEOID HEIGHT    -        -31.147 (meters)                     GEOID18
 DP1812  DYNAMIC HEIGHT  -        522.817 (meters)     1715.28  (feet) COMP
 DP1812  MODELED GRAVITY -    980,596.3   (mgal)                       NAVD 88
 DP1812
 DP1812  VERT ORDER      -  SECOND    CLASS I
 DP1812
 DP1812.The horizontal coordinates were established by autonomous hand held GPS
 DP1812.observations and have an estimated accuracy of +/- 10 meters.
 DP1812
 DP1812.The orthometric height was determined by differential leveling and
 DP1812.adjusted by the NATIONAL GEODETIC SURVEY
 DP1812.in February 2017.
 DP1812
 DP1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1812.GEOID18 height accuracy estimate available here.
 DP1812
 DP1812.Click photographs - Photos may exist for this station.
 DP1812
 DP1812.The dynamic height is computed by dividing the NAVD 88
 DP1812.geopotential number by the normal gravity value computed on the
 DP1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1812.degrees latitude (g = 980.6199 gals.).
 DP1812
 DP1812.The modeled gravity was interpolated from observed gravity values.
 DP1812
 DP1812;                    North         East    Units  Estimated Accuracy
 DP1812;SPC WI N     -   113,760.      644,398.      MT  (+/- 10 meters HH2 GPS)
 DP1812
 DP1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1287917877(NAD 83)
 DP1812
 DP1812                          SUPERSEDED SURVEY CONTROL
 DP1812
 DP1812  NAVD 88 (03/19/14)  522.860  (m)         1715.42   (f) SUPERSEDED  2 1
 DP1812
 DP1812.Superseded values are not recommended for survey control.
 DP1812
 DP1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1812.See file dsdata.pdf to determine how the superseded data were derived.
 DP1812
 DP1812_MARKER: DD = SURVEY DISK
 DP1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1812_STAMPING: 8H51 2012
 DP1812_MARK LOGO: WIDT
 DP1812_PROJECTION: FLUSH
 DP1812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1812+STABILITY: SURFACE MOTION
 DP1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1812+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2013
 DP1812
 DP1812  HISTORY     - Date     Condition        Report By
 DP1812  HISTORY     - 2012     MONUMENTED       WIDT
 DP1812  HISTORY     - 20130717 GOOD             WIDT
 DP1812
 DP1812                          STATION DESCRIPTION
 DP1812
 DP1812'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1812'THE STATION IS LOCATED APPROXIMATELY 15.15 MI (24.4 KM) SOUTHEAST OF
 DP1812'PRESQUE ISLE, 11.75 MI (18.9 KM) NORTHEAST OF BOULDER JUNCTION AND
 DP1812'10.1 MI (16.3 KM) NORTHWEST OF LAND O'LAKES.
 DP1812'
 DP1812'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1812'HIGHWAY 32 WITH COUNTY HIGHWAY B, LOCATED IN LAND O'LAKES, GO WEST ON
 DP1812'COUNTY HIGHWAY B FOR 10.7 MI (17.2 KM) TO SOUTH HELEN CREEK ROAD ON
 DP1812'THE RIGHT.  CONTINUE NORTHWEST ON COUNTY HIGHWAY B FOR 1.35 MI (2.2
 DP1812'KM) TO THE STATION ON THE RIGHT.
 DP1812'
 DP1812'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1812'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1812'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1812'M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 7.7 M
 DP1812'(25.3 FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY B, 28.7 M
 DP1812'(94.2 FT) NORTHWEST OF A UTILITY PEDESTAL -1955-, 9.6 M (31.5 FT)
 DP1812'NORTHWEST OF THE CENTERLINE OF A DIRT TRAIL ENTRANCE AND LOCATED IN
 DP1812'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1812'
 DP1812'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTHEAST
 DP1812'EXTENDING TO 35 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE
 DP1812'SOUTHWEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1813 ***********************************************************************
 DP1813  DESIGNATION -  8H52
 DP1813  PID         -  DP1813
 DP1813  STATE/COUNTY-  WI/VILAS
 DP1813  COUNTRY     -  US
 DP1813  USGS QUAD   -  THOUSAND ISLAND LAKE (2017)
 DP1813
 DP1813                         *CURRENT SURVEY CONTROL
 DP1813  ______________________________________________________________________
 DP1813* NAD 83(1986) POSITION- 46 10 42.64   (N) 089 23 40.43   (W)   HD_HELD1
 DP1813* NAVD 88 ORTHO HEIGHT -   531.168 (meters)     1742.67  (feet) ADJUSTED
 DP1813  ______________________________________________________________________
 DP1813  GEOID HEIGHT    -        -31.195 (meters)                     GEOID18
 DP1813  DYNAMIC HEIGHT  -        531.165 (meters)     1742.66  (feet) COMP
 DP1813  MODELED GRAVITY -    980,591.7   (mgal)                       NAVD 88
 DP1813
 DP1813  VERT ORDER      -  SECOND    CLASS I
 DP1813
 DP1813.The horizontal coordinates were determined by differentially corrected
 DP1813.hand held GPS observations or other comparable positioning techniques
 DP1813.and have an estimated accuracy of +/- 3 meters.
 DP1813
 DP1813.The orthometric height was determined by differential leveling and
 DP1813.adjusted by the NATIONAL GEODETIC SURVEY
 DP1813.in February 2017.
 DP1813
 DP1813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1813.GEOID18 height accuracy estimate available here.
 DP1813
 DP1813.Click photographs - Photos may exist for this station.
 DP1813
 DP1813.The dynamic height is computed by dividing the NAVD 88
 DP1813.geopotential number by the normal gravity value computed on the
 DP1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1813.degrees latitude (g = 980.6199 gals.).
 DP1813
 DP1813.The modeled gravity was interpolated from observed gravity values.
 DP1813
 DP1813;                    North         East    Units  Estimated Accuracy
 DP1813;SPC WI N     -   112,639.0     646,745.0     MT  (+/- 3 meters HH1 GPS) 
 DP1813
 DP1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1518216668(NAD 83)
 DP1813
 DP1813                          SUPERSEDED SURVEY CONTROL
 DP1813
 DP1813  NAVD 88 (03/19/14)  531.210  (m)         1742.81   (f) SUPERSEDED  2 1
 DP1813
 DP1813.Superseded values are not recommended for survey control.
 DP1813
 DP1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1813.See file dsdata.pdf to determine how the superseded data were derived.
 DP1813
 DP1813_MARKER: DD = SURVEY DISK
 DP1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1813_STAMPING: 8H52 2012
 DP1813_MARK LOGO: WIDT
 DP1813_PROJECTION: FLUSH
 DP1813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1813+STABILITY: SURFACE MOTION
 DP1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1813+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2017
 DP1813
 DP1813  HISTORY     - Date     Condition        Report By
 DP1813  HISTORY     - 2012     MONUMENTED       WIDT
 DP1813  HISTORY     - 20130717 GOOD             WIDT
 DP1813  HISTORY     - 20170425 GOOD             WI-125
 DP1813
 DP1813                          STATION DESCRIPTION
 DP1813
 DP1813'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1813'THE STATION IS LOCATED APPROXIMATELY 16.7 MI (26.9 KM) SOUTHEAST OF
 DP1813'PRESQUE ISLE, 12.8 MI (20.6 KM) NORTHEAST OF BOULDER JUNCTION AND 8.5
 DP1813'MI (13.7 KM) WEST OF LAND O'LAKES.
 DP1813'
 DP1813'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1813'HIGHWAY 32 WITH COUNTY HIGHWAY B, LOCATED IN LAND O'LAKES, GO WEST ON
 DP1813'COUNTY HIGHWAY B FOR 9.75 MI (15.7 KM) TO THOUSAND ISLAND LAKE ROAD ON
 DP1813'THE RIGHT.  CONTINUE NORTHWEST ON COUNTY HIGHWAY B FOR 0.4 MI (0.6 KM)
 DP1813'TO THE STATION ON THE RIGHT.
 DP1813'
 DP1813'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1813'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1813'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1813'M (2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 7.6 M
 DP1813'(24.9 FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY B, 21.0 M
 DP1813'(68.9 FT) NORTHWEST OF THE CENTERLINE OF SPRING CREEK ROAD, IN THE
 DP1813'DITCH BOTTOM AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP1813'WHITE PLASTIC WITNESS POSTS.
 DP1813'
 DP1813'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTHEAST
 DP1813'EXTENDING TO 40 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE
 DP1813'SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DP1813
 DP1813                          STATION RECOVERY (2017)
 DP1813
 DP1813'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2017 (ARJ)
 DP1813'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1814 ***********************************************************************
 DP1814  DESIGNATION -  8H53
 DP1814  PID         -  DP1814
 DP1814  STATE/COUNTY-  WI/VILAS
 DP1814  COUNTRY     -  US
 DP1814  USGS QUAD   -  BLACK OAK LAKE (2018)
 DP1814
 DP1814                         *CURRENT SURVEY CONTROL
 DP1814  ______________________________________________________________________
 DP1814* NAD 83(1986) POSITION- 46 09 43.0    (N) 089 21 56.8    (W)   HD_HELD2
 DP1814* NAVD 88 ORTHO HEIGHT -   523.042 (meters)     1716.01  (feet) ADJUSTED
 DP1814  ______________________________________________________________________
 DP1814  GEOID HEIGHT    -        -31.248 (meters)                     GEOID18
 DP1814  DYNAMIC HEIGHT  -        523.036 (meters)     1715.99  (feet) COMP
 DP1814  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DP1814
 DP1814  VERT ORDER      -  SECOND    CLASS I
 DP1814
 DP1814.The horizontal coordinates were established by autonomous hand held GPS
 DP1814.observations and have an estimated accuracy of +/- 10 meters.
 DP1814
 DP1814.The orthometric height was determined by differential leveling and
 DP1814.adjusted by the NATIONAL GEODETIC SURVEY
 DP1814.in February 2017.
 DP1814
 DP1814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1814.GEOID18 height accuracy estimate available here.
 DP1814
 DP1814.Click photographs - Photos may exist for this station.
 DP1814
 DP1814.The dynamic height is computed by dividing the NAVD 88
 DP1814.geopotential number by the normal gravity value computed on the
 DP1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1814.degrees latitude (g = 980.6199 gals.).
 DP1814
 DP1814.The modeled gravity was interpolated from observed gravity values.
 DP1814
 DP1814;                    North         East    Units  Estimated Accuracy
 DP1814;SPC WI N     -   110,815.      648,982.      MT  (+/- 10 meters HH2 GPS)
 DP1814
 DP1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1734914761(NAD 83)
 DP1814
 DP1814                          SUPERSEDED SURVEY CONTROL
 DP1814
 DP1814  NAVD 88 (03/19/14)  523.084  (m)         1716.15   (f) SUPERSEDED  2 1
 DP1814
 DP1814.Superseded values are not recommended for survey control.
 DP1814
 DP1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1814.See file dsdata.pdf to determine how the superseded data were derived.
 DP1814
 DP1814_MARKER: DD = SURVEY DISK
 DP1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1814_STAMPING: 8H53 2012
 DP1814_MARK LOGO: WIDT
 DP1814_PROJECTION: FLUSH
 DP1814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1814+STABILITY: SURFACE MOTION
 DP1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1814+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2013
 DP1814
 DP1814  HISTORY     - Date     Condition        Report By
 DP1814  HISTORY     - 2012     MONUMENTED       WIDT
 DP1814  HISTORY     - 20130717 GOOD             WIDT
 DP1814
 DP1814                          STATION DESCRIPTION
 DP1814
 DP1814'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1814'THE STATION IS LOCATED APPROXIMATELY 18.4 MI (29.6 KM) SOUTHEAST OF
 DP1814'PRESQUE ISLE, 13.8 MI (22.2 KM) NORTHEAST OF BOULDER JUNCTION AND 7.7
 DP1814'MI (12.4 KM) WEST OF LAND O'LAKES.
 DP1814'
 DP1814'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1814'HIGHWAY 32 WITH COUNTY HIGHWAY B, LOCATED IN LAND O'LAKES, GO WEST ON
 DP1814'COUNTY HIGHWAY B FOR 7.65 MI (12.3 KM) TO SPRING ROAD ON THE RIGHT.
 DP1814'CONTINUE WEST ON COUNTY ROAD B FOR 0.4 MI (0.6 KM) TO THE STATION ON
 DP1814'THE LEFT.
 DP1814'
 DP1814'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1814'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1814'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP APPROXIMATELY 1 FT
 DP1814'(0.3 M) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 10.1 M (33.1
 DP1814'FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 50.3 M (165.0 FT)
 DP1814'EAST OF THE CENTERLINE OF SPRING CREEK ROAD EXTENDED, 22.9 M (75.1 FT)
 DP1814'WEST OF THE WEST ENTRANCE TO WILLIAM RUTH RECREATIONAL AREA, 19.1 M
 DP1814'(62.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE STONE BASE FOR
 DP1814'WILLIAM RUTH RECREATIONAL AREA MONUMENT AND LOCATED IN THE CENTER OF A
 DP1814'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1814'
 DP1814'NOTE-THIS STATION IS OBSTRUCTED BY LARGE PINE TREES TO THE SOUTHWEST
 DP1814'EXTENDING TO 35 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH
 DP1814'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1815 ***********************************************************************
 DP1815  DESIGNATION -  8H54
 DP1815  PID         -  DP1815
 DP1815  STATE/COUNTY-  WI/VILAS
 DP1815  COUNTRY     -  US
 DP1815  USGS QUAD   -  BLACK OAK LAKE (2018)
 DP1815
 DP1815                         *CURRENT SURVEY CONTROL
 DP1815  ______________________________________________________________________
 DP1815* NAD 83(1986) POSITION- 46 09 21.0    (N) 089 20 15.0    (W)   HD_HELD2
 DP1815* NAVD 88 ORTHO HEIGHT -   525.765 (meters)     1724.95  (feet) ADJUSTED
 DP1815  ______________________________________________________________________
 DP1815  GEOID HEIGHT    -        -31.284 (meters)                     GEOID18
 DP1815  DYNAMIC HEIGHT  -        525.759 (meters)     1724.93  (feet) COMP
 DP1815  MODELED GRAVITY -    980,585.9   (mgal)                       NAVD 88
 DP1815
 DP1815  VERT ORDER      -  SECOND    CLASS I
 DP1815
 DP1815.The horizontal coordinates were established by autonomous hand held GPS
 DP1815.observations and have an estimated accuracy of +/- 10 meters.
 DP1815
 DP1815.The orthometric height was determined by differential leveling and
 DP1815.adjusted by the NATIONAL GEODETIC SURVEY
 DP1815.in February 2017.
 DP1815
 DP1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1815.GEOID18 height accuracy estimate available here.
 DP1815
 DP1815.Click photographs - Photos may exist for this station.
 DP1815
 DP1815.The dynamic height is computed by dividing the NAVD 88
 DP1815.geopotential number by the normal gravity value computed on the
 DP1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1815.degrees latitude (g = 980.6199 gals.).
 DP1815
 DP1815.The modeled gravity was interpolated from observed gravity values.
 DP1815
 DP1815;                    North         East    Units  Estimated Accuracy
 DP1815;SPC WI N     -   110,154.      651,172.      MT  (+/- 10 meters HH2 GPS)
 DP1815
 DP1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1951214017(NAD 83)
 DP1815
 DP1815                          SUPERSEDED SURVEY CONTROL
 DP1815
 DP1815  NAVD 88 (03/19/14)  525.807  (m)         1725.09   (f) SUPERSEDED  2 1
 DP1815
 DP1815.Superseded values are not recommended for survey control.
 DP1815
 DP1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1815.See file dsdata.pdf to determine how the superseded data were derived.
 DP1815
 DP1815_MARKER: DD = SURVEY DISK
 DP1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1815_STAMPING: 8H54 2012
 DP1815_MARK LOGO: WIDT
 DP1815_PROJECTION: FLUSH
 DP1815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1815+STABILITY: SURFACE MOTION
 DP1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1815+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2013
 DP1815
 DP1815  HISTORY     - Date     Condition        Report By
 DP1815  HISTORY     - 2012     MONUMENTED       WIDT
 DP1815  HISTORY     - 20130717 GOOD             WIDT
 DP1815
 DP1815                          STATION DESCRIPTION
 DP1815
 DP1815'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1815'THE STATION IS LOCATED APPROXIMATELY 19.8 MI (31.9 KM) SOUTHEAST OF
 DP1815'PRESQUE ISLE, 15.0 MI (24.1 KM) NORTHEAST OF BOULDER JUNCTION AND 5.8
 DP1815'MI (9.3 KM) WEST OF LAND O'LAKES.
 DP1815'
 DP1815'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1815'HIGHWAY 32 WITH COUNTY HIGHWAY B, LOCATED IN LAND O'LAKES, GO WEST ON
 DP1815'COUNTY HIGHWAY B FOR 6.45 MI (10.4 KM) TO THE COUNTY HIGHWAY SOUTH ON
 DP1815'THE LEFT.  CONTINUE WEST ON COUNTY HIGHWAY B FOR ABOUT 345 FT (105.2
 DP1815'M) TO THE STATION ON THE RIGHT.
 DP1815'
 DP1815'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1815'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1815'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.8
 DP1815'M (2.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 9.5 M
 DP1815'(31.2 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 105.2 M (345.1
 DP1815'FT) WEST OF THE CENTERLINE COUNTY HIGHWAY SOUTH, 43.9 M (144.0 FT)
 DP1815'WEST OF THE EXTENDED CENTERLINE OF A PRIVATE DRIVEWAY -5965- NORTH, AT
 DP1815'THE TOE OF THE BACK SLOPE AND LOCATED BETWEEN TWO WHITE PLASTIC
 DP1815'WITNESS POSTS.
 DP1815'
 DP1815'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTH EXTENDING
 DP1815'TO 30 DEGREES ABOVE THE HORIZON AND SPARSE PINE TREES TO THE NORTH
 DP1815'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1817 ***********************************************************************
 DP1817  DESIGNATION -  8H55
 DP1817  PID         -  DP1817
 DP1817  STATE/COUNTY-  WI/VILAS
 DP1817  COUNTRY     -  US
 DP1817  USGS QUAD   -  BLACK OAK LAKE (2018)
 DP1817
 DP1817                         *CURRENT SURVEY CONTROL
 DP1817  ______________________________________________________________________
 DP1817* NAD 83(1986) POSITION- 46 09 21.4    (N) 089 16 41.5    (W)   HD_HELD2
 DP1817* NAVD 88 ORTHO HEIGHT -   522.292 (meters)     1713.55  (feet) ADJUSTED
 DP1817  ______________________________________________________________________
 DP1817  GEOID HEIGHT    -        -31.336 (meters)                     GEOID18
 DP1817  DYNAMIC HEIGHT  -        522.286 (meters)     1713.53  (feet) COMP
 DP1817  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 DP1817
 DP1817  VERT ORDER      -  SECOND    CLASS I
 DP1817
 DP1817.The horizontal coordinates were established by autonomous hand held GPS
 DP1817.observations and have an estimated accuracy of +/- 10 meters.
 DP1817
 DP1817.The orthometric height was determined by differential leveling and
 DP1817.adjusted by the NATIONAL GEODETIC SURVEY
 DP1817.in February 2017.
 DP1817
 DP1817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1817.GEOID18 height accuracy estimate available here.
 DP1817
 DP1817.Click photographs - Photos may exist for this station.
 DP1817
 DP1817.The dynamic height is computed by dividing the NAVD 88
 DP1817.geopotential number by the normal gravity value computed on the
 DP1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1817.degrees latitude (g = 980.6199 gals.).
 DP1817
 DP1817.The modeled gravity was interpolated from observed gravity values.
 DP1817
 DP1817;                    North         East    Units  Estimated Accuracy
 DP1817;SPC WI N     -   110,206.      655,752.      MT  (+/- 10 meters HH2 GPS)
 DP1817
 DP1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2409213897(NAD 83)
 DP1817
 DP1817                          SUPERSEDED SURVEY CONTROL
 DP1817
 DP1817  NAVD 88 (03/19/14)  522.334  (m)         1713.69   (f) SUPERSEDED  2 1
 DP1817
 DP1817.Superseded values are not recommended for survey control.
 DP1817
 DP1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1817.See file dsdata.pdf to determine how the superseded data were derived.
 DP1817
 DP1817_MARKER: DD = SURVEY DISK
 DP1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1817_STAMPING: 8H55 2012
 DP1817_MARK LOGO: WIDT
 DP1817_PROJECTION: FLUSH
 DP1817_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1817+STABILITY: SURFACE MOTION
 DP1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1817+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2013
 DP1817
 DP1817  HISTORY     - Date     Condition        Report By
 DP1817  HISTORY     - 2012     MONUMENTED       WIDT
 DP1817  HISTORY     - 20130719 GOOD             WIDT
 DP1817
 DP1817                          STATION DESCRIPTION
 DP1817
 DP1817'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1817'THE STATION IS LOCATED APPROXIMATELY 22.5 MI (36.2 KM) SOUTHEAST OF
 DP1817'PRESQUE ISLE, 7.1 MI (11.4 KM) NORTHWEST OF CONOVER AND 2.9 MI (4.7
 DP1817'KM) WEST OF LAND O'LAKES.
 DP1817'
 DP1817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1817'HIGHWAY 32 WITH COUNTY HIGHWAY B, LOCATED IN LAND O'LAKES, GO WEST ON
 DP1817'COUNTY ROAD B FOR 3.15 MI (5.1 KM) TO BIG PORTAGE LAKE ROAD ON THE
 DP1817'LEFT.  CONTINUE WEST ON COUNTY ROAD B FOR 0.45 MI (0.7 KM) TO THE
 DP1817'STATION ON THE LEFT.
 DP1817'
 DP1817'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1817'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1817'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1817'M (2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 13.1 M
 DP1817'(43.0 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD B, 28.0 M (91.9 FT)
 DP1817'SOUTHEAST OF A POWER POLE -N72 5207-, 11.3 M (37.1 FT) EAST OF THE
 DP1817'CENTER OF A DRIVEWAY FOR A LUMBER YARD, 3.6 M (11.8 FT) NORTH OF EDGE
 DP1817'OF AN ASPHALT PARKING LOT AND LOCATED IN THE CENTER OF A TRIANGLE
 DP1817'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1817'
 DP1817'NOTE-THIS STATION NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1817'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE NORTH
 DP1817'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1818 ***********************************************************************
 DP1818  DESIGNATION -  8H56
 DP1818  PID         -  DP1818
 DP1818  STATE/COUNTY-  WI/VILAS
 DP1818  COUNTRY     -  US
 DP1818  USGS QUAD   -  LAND O' LAKES (2018)
 DP1818
 DP1818                         *CURRENT SURVEY CONTROL
 DP1818  ______________________________________________________________________
 DP1818* NAD 83(1986) POSITION- 46 09 22.8    (N) 089 14 27.1    (W)   HD_HELD2
 DP1818* NAVD 88 ORTHO HEIGHT -   522.159 (meters)     1713.12  (feet) ADJUSTED
 DP1818  ______________________________________________________________________
 DP1818  GEOID HEIGHT    -        -31.364 (meters)                     GEOID18
 DP1818  DYNAMIC HEIGHT  -        522.153 (meters)     1713.10  (feet) COMP
 DP1818  MODELED GRAVITY -    980,587.1   (mgal)                       NAVD 88
 DP1818
 DP1818  VERT ORDER      -  SECOND    CLASS I
 DP1818
 DP1818.The horizontal coordinates were established by autonomous hand held GPS
 DP1818.observations and have an estimated accuracy of +/- 10 meters.
 DP1818
 DP1818.The orthometric height was determined by differential leveling and
 DP1818.adjusted by the NATIONAL GEODETIC SURVEY
 DP1818.in February 2017.
 DP1818
 DP1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1818.GEOID18 height accuracy estimate available here.
 DP1818
 DP1818.Click photographs - Photos may exist for this station.
 DP1818
 DP1818.The dynamic height is computed by dividing the NAVD 88
 DP1818.geopotential number by the normal gravity value computed on the
 DP1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1818.degrees latitude (g = 980.6199 gals.).
 DP1818
 DP1818.The modeled gravity was interpolated from observed gravity values.
 DP1818
 DP1818;                    North         East    Units  Estimated Accuracy
 DP1818;SPC WI N     -   110,276.      658,635.      MT  (+/- 10 meters HH2 GPS)
 DP1818
 DP1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2697513858(NAD 83)
 DP1818
 DP1818                          SUPERSEDED SURVEY CONTROL
 DP1818
 DP1818  NAVD 88 (03/19/14)  522.201  (m)         1713.25   (f) SUPERSEDED  2 1
 DP1818
 DP1818.Superseded values are not recommended for survey control.
 DP1818
 DP1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1818.See file dsdata.pdf to determine how the superseded data were derived.
 DP1818
 DP1818_MARKER: DD = SURVEY DISK
 DP1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1818_STAMPING: 8H56 2012
 DP1818_MARK LOGO: WIDT
 DP1818_PROJECTION: FLUSH
 DP1818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1818+STABILITY: SURFACE MOTION
 DP1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1818+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2013
 DP1818
 DP1818  HISTORY     - Date     Condition        Report By
 DP1818  HISTORY     - 2012     MONUMENTED       WIDT
 DP1818  HISTORY     - 20130719 GOOD             WIDT
 DP1818
 DP1818                          STATION DESCRIPTION
 DP1818
 DP1818'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1818'THE STATION IS LOCATED APPROXIMATELY 24.2 MI (38.9 KM) SOUTHEAST OF
 DP1818'PRESQUE ISLE, 7.0 MI (11.3 KM) NORTHWEST OF CONOVER AND 1.2 MI (1.9
 DP1818'KM) WEST OF LAND O'LAKES.
 DP1818'
 DP1818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1818'HIGHWAY 32 WITH COUNTY HIGHWAY B, LOCATED IN LAND O'LAKES, GO WEST ON
 DP1818'COUNTY HIGHWAY B FOR 1.35 MI (2.2 KM) TO OBERG ROAD ON THE LEFT.
 DP1818'CONTINUE WEST ON COUNTY HIGHWAY B FOR 0.45 MI (0.7 KM) TO THE STATION
 DP1818'ON THE LEFT.
 DP1818'
 DP1818'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1818'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1818'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP AND APPROXIMATELY 0.5
 DP1818'M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 11.1 M
 DP1818'(36.4 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 106.4 M (349.1
 DP1818'FT) EAST OF THE CENTERLINE OF LITTLE PORTAGE LAKE ROAD, 24.7 M (81.0
 DP1818'FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF STORAGE UNIT BUILDING,
 DP1818'22.3 M (73.2 FT) WEST OF THE CENTERLINE OF A DRIVEWAY -LAND O'LAKES
 DP1818'STORAGE- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP1818'PLASTIC WITNESS POSTS.
 DP1818'
 DP1818'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1818'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE EAST
 DP1818'EXTENDING TO 30 DEGREES ABOVE THE HORIZON, A POWER POLE TO THE WEST
 DP1818'EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH
 DP1818'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5347 ***********************************************************************
 DN5347  DESIGNATION -  8P01
 DN5347  PID         -  DN5347
 DN5347  STATE/COUNTY-  WI/BURNETT
 DN5347  COUNTRY     -  US
 DN5347  USGS QUAD   -  DANBURY WEST (2019)
 DN5347
 DN5347                         *CURRENT SURVEY CONTROL
 DN5347  ______________________________________________________________________
 DN5347* NAD 83(2011) POSITION- 46 00 44.47655(N) 092 24 06.26528(W)   ADJUSTED
 DN5347* NAD 83(2011) ELLIP HT-   263.042 (meters)        (03/31/15)   ADJUSTED
 DN5347* NAD 83(2011) EPOCH   -  2010.00
 DN5347* NAVD 88 ORTHO HEIGHT -   289.437 (meters)      949.59  (feet) ADJUSTED
 DN5347  ______________________________________________________________________
 DN5347  GEOID HEIGHT    -        -26.400 (meters)                     GEOID18
 DN5347  NAD 83(2011) X  -   -185,958.507 (meters)                     COMP
 DN5347  NAD 83(2011) Y  - -4,433,616.766 (meters)                     COMP
 DN5347  NAD 83(2011) Z  -  4,566,390.617 (meters)                     COMP
 DN5347  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 DN5347  DYNAMIC HEIGHT  -        289.465 (meters)      949.69  (feet) COMP
 DN5347  MODELED GRAVITY -    980,700.9   (mgal)                       NAVD 88
 DN5347
 DN5347  VERT ORDER      -  SECOND    CLASS I
 DN5347
 DN5347  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5347  Standards:
 DN5347         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5347            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5347  -------------------------------------------------------------------
 DN5347  NETWORK    0.84   0.76           0.38   0.30   0.39      0.10086623
 DN5347  -------------------------------------------------------------------
 DN5347  Click here for local accuracies and other accuracy information.
 DN5347
 DN5347.The horizontal coordinates were established by GPS observations
 DN5347.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DN5347
 DN5347.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5347.been affixed to the stable North American tectonic plate. See 
 DN5347.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5347
 DN5347.The horizontal coordinates are valid at the epoch date displayed above
 DN5347.which is a decimal equivalence of Year/Month/Day.
 DN5347
 DN5347.The orthometric height was determined by differential leveling and
 DN5347.adjusted by the NATIONAL GEODETIC SURVEY
 DN5347.in September 2016.
 DN5347
 DN5347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5347.GEOID18 height accuracy estimate available here.
 DN5347
 DN5347.Click photographs - Photos may exist for this station.
 DN5347
 DN5347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5347
 DN5347.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5347
 DN5347.The ellipsoidal height was determined by GPS observations
 DN5347.and is referenced to NAD 83.
 DN5347
 DN5347.The dynamic height is computed by dividing the NAVD 88
 DN5347.geopotential number by the normal gravity value computed on the
 DN5347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5347.degrees latitude (g = 980.6199 gals.).
 DN5347
 DN5347.The modeled gravity was interpolated from observed gravity values.
 DN5347
 DN5347. The following values were computed from the NAD 83(2011) position.
 DN5347
 DN5347;                    North         East     Units Scale Factor Converg.
 DN5347;SPC WI N     -    96,804.919   414,032.509   MT  0.99994901   -1 43 57.2
 DN5347;SPC WI N     -   317,600.81  1,358,371.66   sFT  0.99994901   -1 43 57.2
 DN5347;UTM  15      - 5,095,594.148   546,314.289   MT  0.99962637   +0 25 49.6
 DN5347
 DN5347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5347!SPC WI N     -   0.99995877  x   0.99994901  =   0.99990778
 DN5347!UTM  15      -   0.99995877  x   0.99962637  =   0.99958515
 DN5347
 DN5347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4631495594(NAD 83)
 DN5347
 DN5347|---------------------------------------------------------------------|
 DN5347| PID    Reference Object                     Distance      Geod. Az  |
 DN5347|                                                           dddmmss.s |
 DN5347| DO8713 TT 34 B RESET                        64.711 METERS 24808     |
 DN5347|---------------------------------------------------------------------|
 DN5347
 DN5347                          SUPERSEDED SURVEY CONTROL
 DN5347
 DN5347  NAVD 88 (05/08/12)  289.433  (m)          949.58   (f) SUPERSEDED  2 1
 DN5347
 DN5347.Superseded values are not recommended for survey control.
 DN5347
 DN5347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5347.See file dsdata.pdf to determine how the superseded data were derived.
 DN5347
 DN5347_MARKER: DD = SURVEY DISK
 DN5347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5347_STAMPING: 8P01 2006
 DN5347_MARK LOGO: WIDT
 DN5347_PROJECTION: FLUSH
 DN5347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5347+STABILITY: SURFACE MOTION
 DN5347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5347+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 DN5347
 DN5347  HISTORY     - Date     Condition        Report By
 DN5347  HISTORY     - 20060401 MONUMENTED       WIDT
 DN5347  HISTORY     - 20091111 GOOD             WIDT
 DN5347  HISTORY     - 20120828 GOOD             MNDT
 DN5347
 DN5347                          STATION DESCRIPTION
 DN5347
 DN5347'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5347'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5347'HIGHWAY 77 WEST IN THE COMMUNITY OF DANBURY, GO WEST THEN NORTHWEST ON
 DN5347'STATE HIGHWAY 77 (MAIN STREET) FOR 1.5 MI (2.4 KM) TO STATE HIGHWAY 77
 DN5347'CURVING LEFT AND OAK STREET RIGHT, GO WEST ON STATE HIGHWAY 77 FOR
 DN5347'0.40 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DN5347'
 DN5347'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5347'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5347'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5347'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DN5347'PAVEMENT.
 DN5347'
 DN5347'THE STATION IS 10.7 M (35.1 FT) NORTH OF THE CENTERLINE OF STATE
 DN5347'HIGHWAY 77, APPROXIMATELY 76.5 M (251.0 FT) EAST OF THE CENTERLINE OF
 DN5347'A FARM ENTRANCE, 40.5 M (132.9 FT) NORTHWEST OF POWER POLE -26-40-,
 DN5347'38.0 M (124.7 FT) NORTHEAST OF POWER POLE -26-41- AND IS 1 M (3.3 FT)
 DN5347'FROM THREE WHITE PLASTIC POSTS SURROUNDING THE STATION.
 DN5347'
 DN5347'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5347'DEGREES ABOVE THE HORIZON.
 DN5347
 DN5347                          STATION RECOVERY (2012)
 DN5347
 DN5347'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DN5347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5406 ***********************************************************************
 DN5406  DESIGNATION -  8P02
 DN5406  PID         -  DN5406
 DN5406  STATE/COUNTY-  WI/BURNETT
 DN5406  COUNTRY     -  US
 DN5406  USGS QUAD   -  WEBSTER (2018)
 DN5406
 DN5406                         *CURRENT SURVEY CONTROL
 DN5406  ______________________________________________________________________
 DN5406* NAD 83(1986) POSITION- 45 59 52.     (N) 092 21 59.     (W)   SCALED
 DN5406* NAVD 88 ORTHO HEIGHT -   292.648 (meters)      960.13  (feet) ADJUSTED
 DN5406  ______________________________________________________________________
 DN5406  GEOID HEIGHT    -        -26.425 (meters)                     GEOID18
 DN5406  DYNAMIC HEIGHT  -        292.675 (meters)      960.22  (feet) COMP
 DN5406  MODELED GRAVITY -    980,697.4   (mgal)                       NAVD 88
 DN5406
 DN5406  VERT ORDER      -  SECOND    CLASS I
 DN5406
 DN5406.The horizontal coordinates were scaled from a map and have
 DN5406.an estimated accuracy of +/- 6 seconds.
 DN5406
 DN5406.The orthometric height was determined by differential leveling and
 DN5406.adjusted by the WI DEPT OF TRANSP
 DN5406.in May 2012.
 DN5406
 DN5406.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5406.GEOID18 height accuracy estimate available here.
 DN5406
 DN5406.Click photographs - Photos may exist for this station.
 DN5406
 DN5406.The dynamic height is computed by dividing the NAVD 88
 DN5406.geopotential number by the normal gravity value computed on the
 DN5406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5406.degrees latitude (g = 980.6199 gals.).
 DN5406
 DN5406.The modeled gravity was interpolated from observed gravity values.
 DN5406
 DN5406;                    North         East    Units  Estimated Accuracy
 DN5406;SPC WI N     -    95,100.      416,720.      MT  (+/- 180 meters Scaled)
 DN5406
 DN5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL490939(NAD 83)
 DN5406
 DN5406                          SUPERSEDED SURVEY CONTROL
 DN5406
 DN5406.No superseded survey control is available for this station.
 DN5406
 DN5406_MARKER: DD = SURVEY DISK
 DN5406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5406_STAMPING: 8P02 2009
 DN5406_MARK LOGO: WIDT
 DN5406_PROJECTION: FLUSH
 DN5406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5406+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2009
 DN5406
 DN5406  HISTORY     - Date     Condition        Report By
 DN5406  HISTORY     - 2009     MONUMENTED       WIDT
 DN5406  HISTORY     - 20091112 GOOD             WIDT
 DN5406
 DN5406                          STATION DESCRIPTION
 DN5406
 DN5406'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5406'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WEST AND
 DN5406'STATE HIGHWAY 35 IN COMMUNITY OF DANBURY, GO SOUTH ON STATE HIGHWAY 35
 DN5406'FOR APPROXIMATELY 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT.
 DN5406'
 DN5406'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5406'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN5406'GROUND APPROXIMATELY 4 FT (1.2 M) BELOW THE STATE HIGHWAY 35 PAVEMENT.
 DN5406'THE STATION IS 0.4 MI (0.6 KM) NORTH OF LONG LAKE ROAD, 35 FT (10.7 M)
 DN5406'EAST OF STATE HIGHWAY 35 CENTERLINE AND IS 1 M (3.3 FT) FROM THREE
 DN5406'WHITE PLASTIC POSTS SURROUNDING THE STATION.
 DN5406'
 DN5406'NOTE-THERE ARE NO OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE THE
 DN5406'HORIZON AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5370 ***********************************************************************
 DN5370  DESIGNATION -  8P04
 DN5370  PID         -  DN5370
 DN5370  STATE/COUNTY-  WI/BURNETT
 DN5370  COUNTRY     -  US
 DN5370  USGS QUAD   -  DANBURY EAST (2019)
 DN5370
 DN5370                         *CURRENT SURVEY CONTROL
 DN5370  ______________________________________________________________________
 DN5370* NAD 83(1986) POSITION- 46 02 08.0    (N) 092 19 21.2    (W)   HD_HELD2
 DN5370* NAVD 88 ORTHO HEIGHT -   297.852 (meters)      977.20  (feet) ADJUSTED
 DN5370  ______________________________________________________________________
 DN5370  GEOID HEIGHT    -        -26.402 (meters)                     GEOID18
 DN5370  DYNAMIC HEIGHT  -        297.882 (meters)      977.30  (feet) COMP
 DN5370  MODELED GRAVITY -    980,704.8   (mgal)                       NAVD 88
 DN5370
 DN5370  VERT ORDER      -  SECOND    CLASS I
 DN5370
 DN5370.The horizontal coordinates were established by autonomous hand held GPS
 DN5370.observations and have an estimated accuracy of +/- 10 meters.
 DN5370
 DN5370.The orthometric height was determined by differential leveling and
 DN5370.adjusted by the WI DEPT OF TRANSP
 DN5370.in May 2012.
 DN5370
 DN5370.No vertical observational check was made to the station.
 DN5370
 DN5370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5370.GEOID18 height accuracy estimate available here.
 DN5370
 DN5370.Click photographs - Photos may exist for this station.
 DN5370
 DN5370.The dynamic height is computed by dividing the NAVD 88
 DN5370.geopotential number by the normal gravity value computed on the
 DN5370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5370.degrees latitude (g = 980.6199 gals.).
 DN5370
 DN5370.The modeled gravity was interpolated from observed gravity values.
 DN5370
 DN5370;                    North         East    Units  Estimated Accuracy
 DN5370;SPC WI N     -    99,200.      420,237.      MT  (+/- 10 meters HH2 GPS)
 DN5370
 DN5370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5242298221(NAD 83)
 DN5370
 DN5370                          SUPERSEDED SURVEY CONTROL
 DN5370
 DN5370.No superseded survey control is available for this station.
 DN5370
 DN5370_MARKER: DD = SURVEY DISK
 DN5370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5370_STAMPING: 8P04 2006
 DN5370_MARK LOGO: WIDT
 DN5370_PROJECTION: FLUSH
 DN5370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5370+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2010
 DN5370
 DN5370  HISTORY     - Date     Condition        Report By
 DN5370  HISTORY     - 2005     MONUMENTED       WIDT
 DN5370  HISTORY     - 20100504 GOOD             WIDT
 DN5370
 DN5370                          STATION DESCRIPTION
 DN5370
 DN5370'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5370'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5370'HIGHWAY 77 EAST APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE COMMUNITY
 DN5370'OF DANBURY, GO NORTHEAST ON STATE HIGHWAY 35 FOR 0.74 MI (1.2 KM) TO
 DN5370'THE STATION ON THE LEFT.
 DN5370'
 DN5370'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5370'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5370'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5370'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5370'THE STATION IS 15.3 M (50.2 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DN5370'HIGHWAY 35, 42.5 M (139.4 FT) SOUTH OF AN ORANGE -UNDERGROUND FIBER
 DN5370'OPTIC CABLE- WOODEN SIGN POST ADJACENT TO A METAL RIGHT-OF-WAY POST,
 DN5370'34.5 M (113.2 FT) NORTHEAST OF POWER POLE -17-19-, 31.5 M (103.3 FT)
 DN5370'SOUTHWEST OF POWER POLE -17-20- WITH ONE GUY WIRE AND IS 1 M (3.3 FT)
 DN5370'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5370'
 DN5370'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5370'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5371 ***********************************************************************
 DN5371  DESIGNATION -  8P05
 DN5371  PID         -  DN5371
 DN5371  STATE/COUNTY-  WI/BURNETT
 DN5371  COUNTRY     -  US
 DN5371  USGS QUAD   -  DANBURY EAST (2019)
 DN5371
 DN5371                         *CURRENT SURVEY CONTROL
 DN5371  ______________________________________________________________________
 DN5371* NAD 83(1986) POSITION- 46 03 56.2    (N) 092 15 18.7    (W)   HD_HELD2
 DN5371* NAVD 88 ORTHO HEIGHT -   300.923 (meters)      987.28  (feet) ADJUSTED
 DN5371  ______________________________________________________________________
 DN5371  GEOID HEIGHT    -        -26.428 (meters)                     GEOID18
 DN5371  DYNAMIC HEIGHT  -        300.955 (meters)      987.38  (feet) COMP
 DN5371  MODELED GRAVITY -    980,711.1   (mgal)                       NAVD 88
 DN5371
 DN5371  VERT ORDER      -  SECOND    CLASS I
 DN5371
 DN5371.The horizontal coordinates were established by autonomous hand held GPS
 DN5371.observations and have an estimated accuracy of +/- 10 meters.
 DN5371
 DN5371.The orthometric height was determined by differential leveling and
 DN5371.adjusted by the WI DEPT OF TRANSP
 DN5371.in May 2012.
 DN5371
 DN5371.No vertical observational check was made to the station.
 DN5371
 DN5371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5371.GEOID18 height accuracy estimate available here.
 DN5371
 DN5371.Click photographs - Photos may exist for this station.
 DN5371
 DN5371.The dynamic height is computed by dividing the NAVD 88
 DN5371.geopotential number by the normal gravity value computed on the
 DN5371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5371.degrees latitude (g = 980.6199 gals.).
 DN5371
 DN5371.The modeled gravity was interpolated from observed gravity values.
 DN5371
 DN5371;                    North         East    Units  Estimated Accuracy
 DN5371;SPC WI N     -   102,389.      425,545.      MT  (+/- 10 meters HH2 GPS)
 DN5371
 DN5371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5760301607(NAD 83)
 DN5371
 DN5371                          SUPERSEDED SURVEY CONTROL
 DN5371
 DN5371.No superseded survey control is available for this station.
 DN5371
 DN5371_MARKER: DD = SURVEY DISK
 DN5371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5371_STAMPING: 8P05 2006
 DN5371_MARK LOGO: WIDT
 DN5371_PROJECTION: FLUSH
 DN5371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5371+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 DN5371
 DN5371  HISTORY     - Date     Condition        Report By
 DN5371  HISTORY     - 2005     MONUMENTED       WIDT
 DN5371  HISTORY     - 20100506 GOOD             WIDT
 DN5371
 DN5371                          STATION DESCRIPTION
 DN5371
 DN5371'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5371'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5371'HIGHWAY 77 EAST APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE COMMUNITY
 DN5371'OF DANBURY, GO NORTHEAST ON STATE HIGHWAY 35 FOR 4.6 MI (7.4 KM) TO
 DN5371'AIRFIELD ROAD RIGHT.  CONTINUE EAST-NORTHEAST ON STATE HIGHWAY 35 FOR
 DN5371'0.10 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DN5371'
 DN5371'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5371'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5371'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5371'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DN5371'PAVEMENT.
 DN5371'
 DN5371'THE STATION IS 11.6 M (38.1 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DN5371'HIGHWAY 35, 0.52 MI (0.8 KM) SOUTHWEST OF COUNTY HIGHWAY H, 48.5 M
 DN5371'(159.1 FT) NORTHEAST OF A 60 CM (24 INCH) DIAMETER METAL PIPE CULVERT,
 DN5371'29.5 M (96.8 FT) SOUTH OF POWER POLE -18-98- AND IS 1 M (3.3 FT) FROM
 DN5371'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5371'
 DN5371'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DN5371'QUADRANTS EXTENDING TO 80 DEGREES AND TREES IN THE WEST QUADRANTS
 DN5371'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5372 ***********************************************************************
 DN5372  DESIGNATION -  8P06
 DN5372  PID         -  DN5372
 DN5372  STATE/COUNTY-  WI/BURNETT
 DN5372  COUNTRY     -  US
 DN5372  USGS QUAD   -  WEBB LAKE (2019)
 DN5372
 DN5372                         *CURRENT SURVEY CONTROL
 DN5372  ______________________________________________________________________
 DN5372* NAD 83(1986) POSITION- 46 05 16.3    (N) 092 14 37.7    (W)   HD_HELD2
 DN5372* NAVD 88 ORTHO HEIGHT -   292.240 (meters)      958.79  (feet) ADJUSTED
 DN5372  ______________________________________________________________________
 DN5372  GEOID HEIGHT    -        -26.413 (meters)                     GEOID18
 DN5372  DYNAMIC HEIGHT  -        292.271 (meters)      958.89  (feet) COMP
 DN5372  MODELED GRAVITY -    980,712.3   (mgal)                       NAVD 88
 DN5372
 DN5372  VERT ORDER      -  SECOND    CLASS I
 DN5372
 DN5372.The horizontal coordinates were established by autonomous hand held GPS
 DN5372.observations and have an estimated accuracy of +/- 10 meters.
 DN5372
 DN5372.The orthometric height was determined by differential leveling and
 DN5372.adjusted by the WI DEPT OF TRANSP
 DN5372.in May 2012.
 DN5372
 DN5372.No vertical observational check was made to the station.
 DN5372
 DN5372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5372.GEOID18 height accuracy estimate available here.
 DN5372
 DN5372.Click photographs - Photos may exist for this station.
 DN5372
 DN5372.The dynamic height is computed by dividing the NAVD 88
 DN5372.geopotential number by the normal gravity value computed on the
 DN5372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5372.degrees latitude (g = 980.6199 gals.).
 DN5372
 DN5372.The modeled gravity was interpolated from observed gravity values.
 DN5372
 DN5372;                    North         East    Units  Estimated Accuracy
 DN5372;SPC WI N     -   104,836.      426,495.      MT  (+/- 10 meters HH2 GPS)
 DN5372
 DN5372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5846104087(NAD 83)
 DN5372
 DN5372                          SUPERSEDED SURVEY CONTROL
 DN5372
 DN5372.No superseded survey control is available for this station.
 DN5372
 DN5372_MARKER: DD = SURVEY DISK
 DN5372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5372_STAMPING: 8P06 2006
 DN5372_MARK LOGO: WIDT
 DN5372_PROJECTION: FLUSH
 DN5372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5372+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 DN5372
 DN5372  HISTORY     - Date     Condition        Report By
 DN5372  HISTORY     - 2005     MONUMENTED       WIDT
 DN5372  HISTORY     - 20100506 GOOD             WIDT
 DN5372  HISTORY     - 20120202 GOOD             WIDT
 DN5372
 DN5372                          STATION DESCRIPTION
 DN5372
 DN5372'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5372'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5372'HIGHWAY 77 EAST APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE COMMUNITY
 DN5372'OF DANBURY, GO NORTHEAST ON STATE HIGHWAY 35 FOR 5.2 MI (8.4 KM) TO
 DN5372'COUNTY HIGHWAY H RIGHT AND GOLDSMITH TRAIL LEFT.  CONTINUE NORTH ON
 DN5372'STATE HIGHWAY 35 FOR 0.4 MI (0.6 KM) TO THE BRIDGE OVER THE SAINT
 DN5372'CROIX RIVER AND SOUTH MARKVILLE ROAD LEFT.  CONTINUE NORTH ON STATE
 DN5372'HIGHWAY 35 FOR 0.6 MI (1.0 KM) TO BIG ISLAND ROAD RIGHT.  CONTINUE
 DN5372'NORTH ON STATE HIGHWAY 35 FOR 0.21 MI (0.3 KM) TO THE STATION ON THE
 DN5372'LEFT.
 DN5372'
 DN5372'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5372'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM
 DN5372'(16 INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5372'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5372'
 DN5372'THE STATION IS 10.1 M (33.1 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DN5372'HIGHWAY 35 AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5372'SURROUNDING THE STATION.
 DN5372'
 DN5372'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN5372'QUADRANTS EXTENDING TO 80 DEGREES AND TREES IN THE EAST QUADRANTS
 DN5372'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DN5372
 DN5372                          STATION RECOVERY (2012)
 DN5372
 DN5372'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DN5372'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5911 ***********************************************************************
 DN5911  DESIGNATION -  8P07
 DN5911  PID         -  DN5911
 DN5911  STATE/COUNTY-  WI/BURNETT
 DN5911  COUNTRY     -  US
 DN5911  USGS QUAD   -  DAIRYLAND (2019)
 DN5911
 DN5911                         *CURRENT SURVEY CONTROL
 DN5911  ______________________________________________________________________
 DN5911* NAD 83(1986) POSITION- 46 07 52.1    (N) 092 14 16.8    (W)   HD_HELD2
 DN5911* NAVD 88 ORTHO HEIGHT -   320.093 (meters)     1050.17  (feet) ADJUSTED
 DN5911  ______________________________________________________________________
 DN5911  GEOID HEIGHT    -        -26.381 (meters)                     GEOID18
 DN5911  DYNAMIC HEIGHT  -        320.128 (meters)     1050.29  (feet) COMP
 DN5911  MODELED GRAVITY -    980,712.9   (mgal)                       NAVD 88
 DN5911
 DN5911  VERT ORDER      -  SECOND    CLASS I
 DN5911
 DN5911.The horizontal coordinates were established by autonomous hand held GPS
 DN5911.observations and have an estimated accuracy of +/- 10 meters.
 DN5911
 DN5911.The orthometric height was determined by differential leveling and
 DN5911.adjusted by the WI DEPT OF TRANSP
 DN5911.in May 2012.
 DN5911
 DN5911.No vertical observational check was made to the station.
 DN5911
 DN5911.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5911.GEOID18 height accuracy estimate available here.
 DN5911
 DN5911.Click photographs - Photos may exist for this station.
 DN5911
 DN5911.The dynamic height is computed by dividing the NAVD 88
 DN5911.geopotential number by the normal gravity value computed on the
 DN5911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5911.degrees latitude (g = 980.6199 gals.).
 DN5911
 DN5911.The modeled gravity was interpolated from observed gravity values.
 DN5911
 DN5911;                    North         East    Units  Estimated Accuracy
 DN5911;SPC WI N     -   109,632.      427,079.      MT  (+/- 10 meters HH2 GPS)
 DN5911
 DN5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5886308900(NAD 83)
 DN5911
 DN5911                          SUPERSEDED SURVEY CONTROL
 DN5911
 DN5911.No superseded survey control is available for this station.
 DN5911
 DN5911_MARKER: DD = SURVEY DISK
 DN5911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5911_STAMPING: 8P07 2010
 DN5911_MARK LOGO: WIDT
 DN5911_PROJECTION: FLUSH
 DN5911_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5911+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2012
 DN5911
 DN5911  HISTORY     - Date     Condition        Report By
 DN5911  HISTORY     - 2011     MONUMENTED       WI-013
 DN5911  HISTORY     - 20120204 GOOD             WIDT
 DN5911
 DN5911                          STATION DESCRIPTION
 DN5911
 DN5911'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5911'THE STATION IS LOCATED 25 MI (40.2 KM) SOUTHWEST OF SOLON SPRINGS,
 DN5911'19.8 MI (31.9 KM) WEST OF MINONG, AND 10.5 MI (16.9 KM) NORTHEAST
 DN5911'OF DANBURY.
 DN5911'
 DN5911'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH
 DN5911'STATE HIGHWAY 77 EAST APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE
 DN5911'COMMUNITY OF DANBURY, GO NORTHEAST ON STATE HIGHWAY 35 FOR 9.4 MI
 DN5911'(15.1 KM) TO BENTS ROAD ON THE LEFT.  CONTINUE NORTH ON STATE
 DN5911'HIGHWAY 35 FOR 0.17 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DN5911'
 DN5911'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5911'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5911'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH
 DN5911'THE GROUND AND APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 DN5911'PAVEMENT.  THE STATION IS 16.6 M (54.5 FT) EAST OF THE CENTERLINE OF
 DN5911'STATE HIGHWAY 35, 36 M (118.1 FT) SOUTH OF THE CENTER OF A PRIVATE
 DN5911'DRIVE '33678' AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DN5911'THREE WHITE PLASTIC T-POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5360 ***********************************************************************
 DN5360  DESIGNATION -  8P11
 DN5360  PID         -  DN5360
 DN5360  STATE/COUNTY-  WI/BURNETT
 DN5360  COUNTRY     -  US
 DN5360  USGS QUAD   -  FROG LAKE (2019)
 DN5360
 DN5360                         *CURRENT SURVEY CONTROL
 DN5360  ______________________________________________________________________
 DN5360* NAD 83(1986) POSITION- 46 02 00.7    (N) 092 04 14.5    (W)   HD_HELD2
 DN5360* NAVD 88 ORTHO HEIGHT -   309.801 (meters)     1016.41  (feet) ADJUSTED
 DN5360  ______________________________________________________________________
 DN5360  GEOID HEIGHT    -        -26.851 (meters)                     GEOID18
 DN5360  DYNAMIC HEIGHT  -        309.828 (meters)     1016.49  (feet) COMP
 DN5360  MODELED GRAVITY -    980,692.7   (mgal)                       NAVD 88
 DN5360
 DN5360  VERT ORDER      -  SECOND    CLASS I
 DN5360
 DN5360.The horizontal coordinates were established by autonomous hand held GPS
 DN5360.observations and have an estimated accuracy of +/- 10 meters.
 DN5360
 DN5360.The orthometric height was determined by differential leveling and
 DN5360.adjusted by the WI DEPT OF TRANSP
 DN5360.in May 2012.
 DN5360
 DN5360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5360.GEOID18 height accuracy estimate available here.
 DN5360
 DN5360.Click photographs - Photos may exist for this station.
 DN5360
 DN5360.The dynamic height is computed by dividing the NAVD 88
 DN5360.geopotential number by the normal gravity value computed on the
 DN5360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5360.degrees latitude (g = 980.6199 gals.).
 DN5360
 DN5360.The modeled gravity was interpolated from observed gravity values.
 DN5360
 DN5360;                    North         East    Units  Estimated Accuracy
 DN5360;SPC WI N     -    98,436.      439,721.      MT  (+/- 10 meters HH2 GPS)
 DN5360
 DN5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7191498192(NAD 83)
 DN5360
 DN5360                          SUPERSEDED SURVEY CONTROL
 DN5360
 DN5360.No superseded survey control is available for this station.
 DN5360
 DN5360_MARKER: DD = SURVEY DISK
 DN5360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5360_STAMPING: 8P11 2006
 DN5360_MARK LOGO: WIDT
 DN5360_PROJECTION: FLUSH
 DN5360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5360+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 DN5360
 DN5360  HISTORY     - Date     Condition        Report By
 DN5360  HISTORY     - 2005     MONUMENTED       WIDT
 DN5360  HISTORY     - 20100427 GOOD             WIDT
 DN5360  HISTORY     - 20120202 GOOD             GEOSPC
 DN5360
 DN5360                          STATION DESCRIPTION
 DN5360
 DN5360'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5360'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5360'HIGHWAY H SOUTH AND VAUGHN PARK ROAD NORTH APPROXIMATELY 2 MI (3.2 KM)
 DN5360'NORTH OF THE COMMUNITY OF WEBB LAKE, GO EAST ON STATE HIGHWAY 77 FOR
 DN5360'3.7 MI (6.0 KM) TO RIVER ROAD.  TURN RIGHT AND GO SOUTH ON RIVER ROAD
 DN5360'FOR 0.20 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DN5360'
 DN5360'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5360'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5360'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5360'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5360'
 DN5360'THE STATION IS 6.4 M (21.0 FT) EAST OF THE CENTERLINE OF RIVER ROAD,
 DN5360'0.4 MI (0.6 KM) NORTH OF FROG LAKE ROAD, APPROXIMATELY 10 M (32.8 FT)
 DN5360'SOUTH OF THE CENTER OF THE ROAD CUT AND IS 1 M (3.3 FT) FROM THREE
 DN5360'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5360'
 DN5360'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DN5360'QUADRANTS EXTENDING TO 80 DEGREES AND TREES IN THE WEST QUADRANTS
 DN5360'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DN5360
 DN5360                          STATION RECOVERY (2012)
 DN5360
 DN5360'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2012 (DRB)
 DN5360'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5378 ***********************************************************************
 DN5378  DESIGNATION -  8P12
 DN5378  PID         -  DN5378
 DN5378  STATE/COUNTY-  WI/BURNETT
 DN5378  COUNTRY     -  US
 DN5378  USGS QUAD   -  FROG LAKE (2019)
 DN5378
 DN5378                         *CURRENT SURVEY CONTROL
 DN5378  ______________________________________________________________________
 DN5378* NAD 83(1986) POSITION- 46 03 29.0    (N) 092 03 56.1    (W)   HD_HELD2
 DN5378* NAVD 88 ORTHO HEIGHT -   286.505 (meters)      939.98  (feet) ADJUSTED
 DN5378  ______________________________________________________________________
 DN5378  GEOID HEIGHT    -        -26.793 (meters)                     GEOID18
 DN5378  DYNAMIC HEIGHT  -        286.531 (meters)      940.06  (feet) COMP
 DN5378  MODELED GRAVITY -    980,696.8   (mgal)                       NAVD 88
 DN5378
 DN5378  VERT ORDER      -  SECOND    CLASS I
 DN5378
 DN5378.The horizontal coordinates were established by autonomous hand held GPS
 DN5378.observations and have an estimated accuracy of +/- 10 meters.
 DN5378
 DN5378.The orthometric height was determined by differential leveling and
 DN5378.adjusted by the WI DEPT OF TRANSP
 DN5378.in May 2012.
 DN5378
 DN5378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5378.GEOID18 height accuracy estimate available here.
 DN5378
 DN5378.Click photographs - Photos may exist for this station.
 DN5378
 DN5378.The dynamic height is computed by dividing the NAVD 88
 DN5378.geopotential number by the normal gravity value computed on the
 DN5378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5378.degrees latitude (g = 980.6199 gals.).
 DN5378
 DN5378.The modeled gravity was interpolated from observed gravity values.
 DN5378
 DN5378;                    North         East    Units  Estimated Accuracy
 DN5378;SPC WI N     -   101,151.      440,187.      MT  (+/- 10 meters HH2 GPS)
 DN5378
 DN5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7227800922(NAD 83)
 DN5378
 DN5378                          SUPERSEDED SURVEY CONTROL
 DN5378
 DN5378.No superseded survey control is available for this station.
 DN5378
 DN5378_MARKER: DD = SURVEY DISK
 DN5378_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5378_SP_SET: BRIDGE WING WALL
 DN5378_STAMPING: 8P12 2006
 DN5378_MARK LOGO: WIDT
 DN5378_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5378+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2010
 DN5378
 DN5378  HISTORY     - Date     Condition        Report By
 DN5378  HISTORY     - 2006     MONUMENTED       WIDT
 DN5378  HISTORY     - 20100427 GOOD             WIDT
 DN5378
 DN5378                          STATION DESCRIPTION
 DN5378
 DN5378'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5378'HIGHWAY H SOUTH AND VAUGHN PARK ROAD NORTH APPROXIMATELY 2 MI (3.2 KM)
 DN5378'NORTH OF THE COMMUNITY OF WEBB LAKE, GO EAST ON STATE HIGHWAY 77 FOR
 DN5378'3.7 MI (6.0 KM) TO RIVER ROAD.  TURN LEFT AND GO NORTH ON RIVER ROAD
 DN5378'FOR 1.6 MI (2.6 KM) TO WEBB CREEK DRIVE.  TURN RIGHT AND GO EAST ON
 DN5378'WEBB CREEK DRIVE FOR 49 M (160.8 FT) TO BRIDGE -B-07-33-95- OVER THE
 DN5378'NAMEKAGEN RIVER AND THE STATION ON THE LEFT.
 DN5378'
 DN5378'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5378'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5378'THE NORTHWEST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE ROAD
 DN5378'PAVEMENT.
 DN5378'
 DN5378'THE STATION IS 4.1 M (13.5 FT) NORTH OF THE CENTERLINE OF WEBB CREEK
 DN5378'DRIVE, 49.0 M (160.8 FT) EAST OF THE CENTERLINE OF RIVER ROAD AND 1.0
 DN5378'M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DN5378'
 DN5378'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 DN5378'EXTENDING TO 60 DEGREES AND TREES TO THE SOUTHWEST EXTENDING TO 50
 DN5378'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5379 ***********************************************************************
 DN5379  DESIGNATION -  8P13
 DN5379  PID         -  DN5379
 DN5379  STATE/COUNTY-  WI/BURNETT
 DN5379  COUNTRY     -  US
 DN5379  USGS QUAD   -  FROG LAKE (2019)
 DN5379
 DN5379                         *CURRENT SURVEY CONTROL
 DN5379  ______________________________________________________________________
 DN5379* NAD 83(1986) POSITION- 46 03 52.6    (N) 092 05 41.8    (W)   HD_HELD2
 DN5379* NAVD 88 ORTHO HEIGHT -   301.545 (meters)      989.32  (feet) ADJUSTED
 DN5379  ______________________________________________________________________
 DN5379  GEOID HEIGHT    -        -26.709 (meters)                     GEOID18
 DN5379  DYNAMIC HEIGHT  -        301.574 (meters)      989.41  (feet) COMP
 DN5379  MODELED GRAVITY -    980,700.3   (mgal)                       NAVD 88
 DN5379
 DN5379  VERT ORDER      -  SECOND    CLASS I
 DN5379
 DN5379.The horizontal coordinates were established by autonomous hand held GPS
 DN5379.observations and have an estimated accuracy of +/- 10 meters.
 DN5379
 DN5379.The orthometric height was determined by differential leveling and
 DN5379.adjusted by the WI DEPT OF TRANSP
 DN5379.in May 2012.
 DN5379
 DN5379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5379.GEOID18 height accuracy estimate available here.
 DN5379
 DN5379.Click photographs - Photos may exist for this station.
 DN5379
 DN5379.The dynamic height is computed by dividing the NAVD 88
 DN5379.geopotential number by the normal gravity value computed on the
 DN5379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5379.degrees latitude (g = 980.6199 gals.).
 DN5379
 DN5379.The modeled gravity was interpolated from observed gravity values.
 DN5379
 DN5379;                    North         East    Units  Estimated Accuracy
 DN5379;SPC WI N     -   101,939.      437,935.      MT  (+/- 10 meters HH2 GPS)
 DN5379
 DN5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6999801624(NAD 83)
 DN5379
 DN5379                          SUPERSEDED SURVEY CONTROL
 DN5379
 DN5379.No superseded survey control is available for this station.
 DN5379
 DN5379_MARKER: DD = SURVEY DISK
 DN5379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5379_STAMPING: 8P13 2006
 DN5379_MARK LOGO: WIDT
 DN5379_PROJECTION: FLUSH
 DN5379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5379+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 DN5379
 DN5379  HISTORY     - Date     Condition        Report By
 DN5379  HISTORY     - 2005     MONUMENTED       WIDT
 DN5379  HISTORY     - 20100428 GOOD             WIDT
 DN5379
 DN5379                          STATION DESCRIPTION
 DN5379
 DN5379'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5379'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5379'HIGHWAY H SOUTH AND VAUGHN PARK ROAD NORTH APPROXIMATELY 2 MI (3.2 KM)
 DN5379'NORTH OF THE COMMUNITY OF WEBB LAKE, GO EAST ON STATE HIGHWAY 77 FOR
 DN5379'1.7 MI (2.7 KM) TO NAMEKAGON ROAD.  TURN LEFT AND GO NORTH ON
 DN5379'NAMEKAGON ROAD FOR 1.0 MI (1.6 KM) TO WEBB CREEK DRIVE.  TURN RIGHT
 DN5379'AND GO NORTHEAST ON WEBB CREEK DRIVE FOR 1.3 MI (2.1 KM) TO EAST ADAMS
 DN5379'LAKE ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON EAST ADAMS LAKE ROAD
 DN5379'FOR 0.35 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DN5379'
 DN5379'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5379'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5379'INCH) DIAMETER CONCRETE POST 2.2 M (7.2 FT) DEEP, FLUSH WITH THE
 DN5379'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE ROAD SURFACE.
 DN5379'
 DN5379'THE STATION IS 6.3 M (20.7 FT) SOUTHWEST OF THE CENTERLINE OF EAST
 DN5379'ADAMS LAKE ROAD, 0.38 MI (0.6 KM) SOUTH OF SOUTH ADAMS LAKE ROAD, 0.19
 DN5379'MI (0.3 KM) NORTH OF SHAEFFER DRIVE AND IS 1 M (3.3 FT) FROM THREE
 DN5379'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5379'
 DN5379'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTHWEST
 DN5379'QUADRANTS EXTENDING TO 80 DEGREES AND TREES IN THE NORTHEAST QUADRANTS
 DN5379'EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5380 ***********************************************************************
 DN5380  DESIGNATION -  8P14
 DN5380  PID         -  DN5380
 DN5380  STATE/COUNTY-  WI/BURNETT
 DN5380  COUNTRY     -  US
 DN5380  USGS QUAD   -  FROG LAKE (2019)
 DN5380
 DN5380                         *CURRENT SURVEY CONTROL
 DN5380  ______________________________________________________________________
 DN5380* NAD 83(1986) POSITION- 46 05 00.7    (N) 092 06 49.0    (W)   HD_HELD2
 DN5380* NAVD 88 ORTHO HEIGHT -   283.805 (meters)      931.12  (feet) ADJUSTED
 DN5380  ______________________________________________________________________
 DN5380  GEOID HEIGHT    -        -26.627 (meters)                     GEOID18
 DN5380  DYNAMIC HEIGHT  -        283.833 (meters)      931.21  (feet) COMP
 DN5380  MODELED GRAVITY -    980,704.4   (mgal)                       NAVD 88
 DN5380
 DN5380  VERT ORDER      -  SECOND    CLASS I
 DN5380
 DN5380.The horizontal coordinates were established by autonomous hand held GPS
 DN5380.observations and have an estimated accuracy of +/- 10 meters.
 DN5380
 DN5380.The orthometric height was determined by differential leveling and
 DN5380.adjusted by the WI DEPT OF TRANSP
 DN5380.in May 2012.
 DN5380
 DN5380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5380.GEOID18 height accuracy estimate available here.
 DN5380
 DN5380.Click photographs - Photos may exist for this station.
 DN5380
 DN5380.The dynamic height is computed by dividing the NAVD 88
 DN5380.geopotential number by the normal gravity value computed on the
 DN5380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5380.degrees latitude (g = 980.6199 gals.).
 DN5380
 DN5380.The modeled gravity was interpolated from observed gravity values.
 DN5380
 DN5380;                    North         East    Units  Estimated Accuracy
 DN5380;SPC WI N     -   104,079.      436,547.      MT  (+/- 10 meters HH2 GPS)
 DN5380
 DN5380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6853103709(NAD 83)
 DN5380
 DN5380                          SUPERSEDED SURVEY CONTROL
 DN5380
 DN5380.No superseded survey control is available for this station.
 DN5380
 DN5380_MARKER: DD = SURVEY DISK
 DN5380_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5380_SP_SET: BRIDGE WING WALL
 DN5380_STAMPING: 8P14 2006
 DN5380_MARK LOGO: WIDT
 DN5380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5380+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 DN5380
 DN5380  HISTORY     - Date     Condition        Report By
 DN5380  HISTORY     - 2006     MONUMENTED       WIDT
 DN5380  HISTORY     - 20100428 GOOD             WIDT
 DN5380
 DN5380                          STATION DESCRIPTION
 DN5380
 DN5380'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5380'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5380'HIGHWAY H SOUTH AND VAUGHN PARK ROAD NORTH APPROXIMATELY 2 MI (3.2 KM)
 DN5380'NORTH OF THE COMMUNITY OF WEBB LAKE, GO EAST ON STATE HIGHWAY 77 FOR
 DN5380'1.7 MI (2.7 KM) TO NAMEKAGON ROAD.  TURN LEFT AND GO NORTH ON
 DN5380'NAMEKAGON ROAD FOR 2.1 MI (3.4 KM) TO NAMEKAGON ROAD CURVING LEFT
 DN5380'TOWARD A RIVER LANDING AND AN UNLABELED ROAD AHEAD, CURVE LEFT AND GO
 DN5380'NORTHWEST THEN NORTH ON NAMEKAGON TRAIL FOR 0.9 MI (1.4 KM) TO SPRING
 DN5380'BROOK TRAIL LEFT.  CONTINUE NORTH ON NAMEKAGON TRAIL FOR 0.2 MI (0.3
 DN5380'KM) TO EAST ADAMS LAKE ROAD RIGHT.  CONTINUE NORTH ON NAMEKAGON TRAIL
 DN5380'FOR 0.45 MI (0.7 KM) TO BRIDGE -B-7-28-92- OVER THE NAMEKAGON RIVER
 DN5380'AND THE STATION ON THE RIGHT.
 DN5380'
 DN5380'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5380'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5380'THE SOUTHEAST BRIDGE WING WALL APPROXIMATELY LEVEL WITH THE ROAD
 DN5380'PAVEMENT.
 DN5380'
 DN5380'THE STATION IS 4.6 M (15.1 FT) EAST OF THE CENTERLINE OF NAMEKAGON
 DN5380'TRAIL, 1.6 MI (2.6 KM) SOUTH OF FIVE MI (8.0 KM) ROAD AND 0.9 M (3.0
 DN5380'FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DN5380'
 DN5380'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTHEAST
 DN5380'AND SOUTHWEST EXTENDING TO 50 DEGREES AND TREES TO THE NORTH AND SOUTH
 DN5380'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5391 ***********************************************************************
 DN5391  DESIGNATION -  8P15
 DN5391  PID         -  DN5391
 DN5391  STATE/COUNTY-  WI/BURNETT
 DN5391  COUNTRY     -  US
 DN5391  USGS QUAD   -  WEBB LAKE (2019)
 DN5391
 DN5391                         *CURRENT SURVEY CONTROL
 DN5391  ______________________________________________________________________
 DN5391* NAD 83(1986) POSITION- 46 04 32.15   (N) 092 14 51.24   (W)   HD_HELD1
 DN5391* NAVD 88 ORTHO HEIGHT -   274.078 (meters)      899.20  (feet) ADJUSTED
 DN5391  ______________________________________________________________________
 DN5391  GEOID HEIGHT    -        -26.424 (meters)                     GEOID18
 DN5391  DYNAMIC HEIGHT  -        274.107 (meters)      899.30  (feet) COMP
 DN5391  MODELED GRAVITY -    980,711.9   (mgal)                       NAVD 88
 DN5391
 DN5391  VERT ORDER      -  SECOND    CLASS I
 DN5391
 DN5391.The horizontal coordinates were determined by differentially corrected
 DN5391.hand held GPS observations or other comparable positioning techniques
 DN5391.and have an estimated accuracy of +/- 3 meters.
 DN5391
 DN5391.The orthometric height was determined by differential leveling and
 DN5391.adjusted by the WI DEPT OF TRANSP
 DN5391.in May 2012.
 DN5391
 DN5391.No vertical observational check was made to the station.
 DN5391
 DN5391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5391.GEOID18 height accuracy estimate available here.
 DN5391
 DN5391.Click photographs - Photos may exist for this station.
 DN5391
 DN5391.The dynamic height is computed by dividing the NAVD 88
 DN5391.geopotential number by the normal gravity value computed on the
 DN5391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5391.degrees latitude (g = 980.6199 gals.).
 DN5391
 DN5391.The modeled gravity was interpolated from observed gravity values.
 DN5391
 DN5391;                    North         East    Units  Estimated Accuracy
 DN5391;SPC WI N     -   103,481.9     426,165.8     MT  (+/- 3 meters HH1 GPS) 
 DN5391
 DN5391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5818302722(NAD 83)
 DN5391
 DN5391                          SUPERSEDED SURVEY CONTROL
 DN5391
 DN5391.No superseded survey control is available for this station.
 DN5391
 DN5391_MARKER: DD = SURVEY DISK
 DN5391_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5391_SP_SET: BRIDGE ABUTMENT
 DN5391_STAMPING: 8P15 2009
 DN5391_MARK LOGO: WIDT
 DN5391_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5391+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 DN5391
 DN5391  HISTORY     - Date     Condition        Report By
 DN5391  HISTORY     - 20090811 MONUMENTED       WIDT
 DN5391  HISTORY     - 20100506 GOOD             WIDT
 DN5391
 DN5391                          STATION DESCRIPTION
 DN5391
 DN5391'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5391'HIGHWAY 77 EAST ABOUT 2 MI (3.2 KM) NORTH OF THE CITY OF SIREN, GO
 DN5391'NORTHEASTERLY ON STATE HIGHWAY 35 FOR 5.6 MI (9.0 KM) TO BRIDGE
 DN5391'-B-7-55-BUILT 2007- OVER THE ST. CROIX RIVER AND THE STATION ON THE
 DN5391'LEFT.
 DN5391'
 DN5391'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5391'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5391'THE SOUTH END OF THE WEST SIDE OF THE NORTH BRIDGE ABUTMENT THE
 DN5391'BRIDGE.
 DN5391'
 DN5391'THE STATION IS 40-CM (16 INCHES) NORTH OF THE EXPANSION JOINT BETWEEN
 DN5391'THE NORTH ABUTMENT AND THE BRIDGE SPAN, 3.7 M (12.1 FT) WEST OF A
 DN5391'PARAPET WALL AND 10-CM EAST OF THE BASE PLATE OF THE THIRTEENTH STEEL
 DN5391'I BEAM SUPPORTING THE WEST GUARD RAIL OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5909 ***********************************************************************
 DN5909  DESIGNATION -  8P41
 DN5909  PID         -  DN5909
 DN5909  STATE/COUNTY-  WI/DOUGLAS
 DN5909  COUNTRY     -  US
 DN5909  USGS QUAD   -  DAIRYLAND (2019)
 DN5909
 DN5909                         *CURRENT SURVEY CONTROL
 DN5909  ______________________________________________________________________
 DN5909* NAD 83(1986) POSITION- 46 10 44.36   (N) 092 12 17.38   (W)   HD_HELD1
 DN5909* NAVD 88 ORTHO HEIGHT -   329.515 (meters)     1081.08  (feet) ADJUSTED
 DN5909  ______________________________________________________________________
 DN5909  GEOID HEIGHT    -        -26.394 (meters)                     GEOID18
 DN5909  DYNAMIC HEIGHT  -        329.550 (meters)     1081.20  (feet) COMP
 DN5909  MODELED GRAVITY -    980,712.4   (mgal)                       NAVD 88
 DN5909
 DN5909  VERT ORDER      -  SECOND    CLASS I
 DN5909
 DN5909.The horizontal coordinates were determined by differentially corrected
 DN5909.hand held GPS observations or other comparable positioning techniques
 DN5909.and have an estimated accuracy of +/- 3 meters.
 DN5909
 DN5909.The orthometric height was determined by differential leveling and
 DN5909.adjusted by the WI DEPT OF TRANSP
 DN5909.in May 2012.
 DN5909
 DN5909.No vertical observational check was made to the station.
 DN5909
 DN5909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5909.GEOID18 height accuracy estimate available here.
 DN5909
 DN5909.Click photographs - Photos may exist for this station.
 DN5909
 DN5909.The dynamic height is computed by dividing the NAVD 88
 DN5909.geopotential number by the normal gravity value computed on the
 DN5909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5909.degrees latitude (g = 980.6199 gals.).
 DN5909
 DN5909.The modeled gravity was interpolated from observed gravity values.
 DN5909
 DN5909;                    North         East    Units  Estimated Accuracy
 DN5909;SPC WI N     -   114,876.6     429,789.5     MT  (+/- 3 meters HH1 GPS) 
 DN5909
 DN5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6137314241(NAD 83)
 DN5909
 DN5909                          SUPERSEDED SURVEY CONTROL
 DN5909
 DN5909.No superseded survey control is available for this station.
 DN5909
 DN5909_MARKER: DD = SURVEY DISK
 DN5909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5909_STAMPING: 8P41 2010
 DN5909_MARK LOGO: WIDT
 DN5909_PROJECTION: FLUSH
 DN5909_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5909+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 DN5909
 DN5909  HISTORY     - Date     Condition        Report By
 DN5909  HISTORY     - 2010     MONUMENTED       WIDT
 DN5909  HISTORY     - 20120206 GOOD             WIDT
 DN5909
 DN5909                          STATION DESCRIPTION
 DN5909
 DN5909'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5909'THE STATION IS LOCATED 21.7 MI (34.9 KM) SOUTHWEST OF SOLON SPRINGS
 DN5909'18.9 MI (30.4 KM) WEST-NORTHWEST OF MINONG, AND 14.0 MI (22.5 KM)
 DN5909'NORTHEAST OF DANBURY.
 DN5909'
 DN5909'TO REACH THE STATION FROM THE NORTHERLY JUNCTION OF STATE HIGHWAY 35
 DN5909'WITH COUNTY HIGHWAY T LOCATED APPROXIMATELY 34 MI (54.7 KM) SOUTH OF
 DN5909'THE CITY OF SUPERIOR AND IN THE TOWN OF DAIRYLAND, GO SOUTH ON STATE
 DN5909'HIGHWAY 35 FOR 1.3 MI (2.1 KM) TO NORDRUM ROAD ON THE RIGHT.  CONTINUE
 DN5909'SOUTHWEST ON STATE HIGHWAY 35 FOR 2.4 MI (3.9 KM) TO THE STATION ON
 DN5909'THE RIGHT.
 DN5909'
 DN5909'THE STATION IS A BRONZE WISCONSIN DEPT. OF TRANSPORTATION GEODETIC
 DN5909'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DN5909'DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE GROUND AND
 DN5909'APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE
 DN5909'STATION IS 16.2 M (53.1 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DN5909'HIGHWAY 35, 79.9 M (262.1 FT) NORTH OF A POWER POLE 'ECE 172416',
 DN5909'53.6 M (175.9 FT) EAST OF A POWER POLE 'ECE 172415', 10.0 M (32.8 FT)
 DN5909'EAST OF A POWER POLE 'ECE 172415', 10.0 M (32.8 FT) SOUTHEAST OF AN
 DN5909'ORANGE 'FIBER OPTIC CABLE' PLASTIC POST AND LOCATED IN THE CENTER OF A
 DN5909''FIBER OPTIC CABLE' PLASTIC POST AND LOCATED IN THE CENTER OF A
 DN5909'TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5908 ***********************************************************************
 DN5908  DESIGNATION -  8P42
 DN5908  PID         -  DN5908
 DN5908  STATE/COUNTY-  WI/DOUGLAS
 DN5908  COUNTRY     -  US
 DN5908  USGS QUAD   -  DAIRYLAND (2019)
 DN5908
 DN5908                         *CURRENT SURVEY CONTROL
 DN5908  ______________________________________________________________________
 DN5908* NAD 83(1986) POSITION- 46 11 52.64   (N) 092 09 43.51   (W)   HD_HELD1
 DN5908* NAVD 88 ORTHO HEIGHT -   338.596 (meters)     1110.88  (feet) ADJUSTED
 DN5908  ______________________________________________________________________
 DN5908  GEOID HEIGHT    -        -26.422 (meters)                     GEOID18
 DN5908  DYNAMIC HEIGHT  -        338.633 (meters)     1111.00  (feet) COMP
 DN5908  MODELED GRAVITY -    980,712.8   (mgal)                       NAVD 88
 DN5908
 DN5908  VERT ORDER      -  SECOND    CLASS I
 DN5908
 DN5908.The horizontal coordinates were determined by differentially corrected
 DN5908.hand held GPS observations or other comparable positioning techniques
 DN5908.and have an estimated accuracy of +/- 3 meters.
 DN5908
 DN5908.The orthometric height was determined by differential leveling and
 DN5908.adjusted by the WI DEPT OF TRANSP
 DN5908.in May 2012.
 DN5908
 DN5908.No vertical observational check was made to the station.
 DN5908
 DN5908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5908.GEOID18 height accuracy estimate available here.
 DN5908
 DN5908.Click photographs - Photos may exist for this station.
 DN5908
 DN5908.The dynamic height is computed by dividing the NAVD 88
 DN5908.geopotential number by the normal gravity value computed on the
 DN5908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5908.degrees latitude (g = 980.6199 gals.).
 DN5908
 DN5908.The modeled gravity was interpolated from observed gravity values.
 DN5908
 DN5908;                    North         East    Units  Estimated Accuracy
 DN5908;SPC WI N     -   116,893.2     433,145.7     MT  (+/- 3 meters HH1 GPS) 
 DN5908
 DN5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6464916383(NAD 83)
 DN5908
 DN5908                          SUPERSEDED SURVEY CONTROL
 DN5908
 DN5908.No superseded survey control is available for this station.
 DN5908
 DN5908_MARKER: DD = SURVEY DISK
 DN5908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5908_STAMPING: 8P42 2010
 DN5908_MARK LOGO: WIDT
 DN5908_PROJECTION: FLUSH
 DN5908_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5908+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 DN5908
 DN5908  HISTORY     - Date     Condition        Report By
 DN5908  HISTORY     - 2010     MONUMENTED       WIDT
 DN5908  HISTORY     - 20120206 GOOD             WIDT
 DN5908
 DN5908                          STATION DESCRIPTION
 DN5908
 DN5908'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5908'THE STATION IS LOCATED 19.3 MI (31.0 KM) SOUTHWEST OF SOLON SPRINGS,
 DN5908'17.4 MI (2.4 KM) WEST OF MINONG, AND 16.2 MI (26.1 KM) NORTHEAST OF
 DN5908'DANBURY.
 DN5908'
 DN5908'TO REACH THE STATION FROM THE NORTHERLY JUNCTION OF STATE HIGHWAY 35
 DN5908'WITH COUNTY HIGHWAY T LOCATED APPROXIMATELY 34 MI (54.7 KM) SOUTH OF
 DN5908'THE CITY OF SUPERIOR AND IN THE TOWN OF DAIRYLAND, GO SOUTH ON STATE
 DN5908'HIGHWAY 35 FOR 1.3 MI (2.1 KM) TO NORDRUM ROAD ON THE RIGHT.  CONTINUE
 DN5908'SOUTHWEST ON STATE HIGHWAY 35 FOR 0.04 MI (0.1 KM) TO THE STATION ON
 DN5908'THE LEFT.
 DN5908'
 DN5908'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5908'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5908'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DN5908'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN5908'PAVEMENT.
 DN5908'
 DN5908'THE STATION IS 21.5 (70.5 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DN5908'HIGHWAY 35, 85 M (278.9 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 DN5908'NORDRUM ROAD, 53.0 M (173.9 FT) NORTHEAST OF A POWER POLE 'ECE 87954',
 DN5908'40.1 M (131.6 FT) SOUTHWEST OF A POWER POLE 'ECE 87953', 29.7 M
 DN5908'(97.4 FT) SOUTHEAST OF A 'NO PASSING ZONE' WOODEN SIGN POST AND
 DN5908'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DN5908'T-POSTS.
 DN5908'
 DN5908'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5908'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5913 ***********************************************************************
 DN5913  DESIGNATION -  8P43
 DN5913  PID         -  DN5913
 DN5913  STATE/COUNTY-  WI/DOUGLAS
 DN5913  COUNTRY     -  US
 DN5913  USGS QUAD   -  DAIRYLAND (2019)
 DN5913
 DN5913                         *CURRENT SURVEY CONTROL
 DN5913  ______________________________________________________________________
 DN5913* NAD 83(1986) POSITION- 46 12 58.79   (N) 092 09 15.20   (W)   HD_HELD1
 DN5913* NAVD 88 ORTHO HEIGHT -   344.408 (meters)     1129.95  (feet) ADJUSTED
 DN5913  ______________________________________________________________________
 DN5913  GEOID HEIGHT    -        -26.434 (meters)                     GEOID18
 DN5913  DYNAMIC HEIGHT  -        344.446 (meters)     1130.07  (feet) COMP
 DN5913  MODELED GRAVITY -    980,712.5   (mgal)                       NAVD 88
 DN5913
 DN5913  VERT ORDER      -  SECOND    CLASS I
 DN5913
 DN5913.The horizontal coordinates were determined by differentially corrected
 DN5913.hand held GPS observations or other comparable positioning techniques
 DN5913.and have an estimated accuracy of +/- 3 meters.
 DN5913
 DN5913.The orthometric height was determined by differential leveling and
 DN5913.adjusted by the WI DEPT OF TRANSP
 DN5913.in May 2012.
 DN5913
 DN5913.No vertical observational check was made to the station.
 DN5913
 DN5913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5913.GEOID18 height accuracy estimate available here.
 DN5913
 DN5913.Click photographs - Photos may exist for this station.
 DN5913
 DN5913.The dynamic height is computed by dividing the NAVD 88
 DN5913.geopotential number by the normal gravity value computed on the
 DN5913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5913.degrees latitude (g = 980.6199 gals.).
 DN5913
 DN5913.The modeled gravity was interpolated from observed gravity values.
 DN5913
 DN5913;                    North         East    Units  Estimated Accuracy
 DN5913;SPC WI N     -   118,918.3     433,807.8     MT  (+/- 3 meters HH1 GPS) 
 DN5913
 DN5913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6523418431(NAD 83)
 DN5913
 DN5913                          SUPERSEDED SURVEY CONTROL
 DN5913
 DN5913.No superseded survey control is available for this station.
 DN5913
 DN5913_MARKER: DD = SURVEY DISK
 DN5913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5913_STAMPING: 8P43 2010
 DN5913_MARK LOGO: WIDT
 DN5913_PROJECTION: PROJECTING 2 CENTIMETERS
 DN5913_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5913+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 DN5913
 DN5913  HISTORY     - Date     Condition        Report By
 DN5913  HISTORY     - 2010     MONUMENTED       WIDT
 DN5913  HISTORY     - 20120206 GOOD             WIDT
 DN5913
 DN5913                          STATION DESCRIPTION
 DN5913
 DN5913'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5913'THE STATION IS LOCATED 18.4 MI (29.6 KM) SOUTHWEST OF SOLON SPRINGS,
 DN5913'17.5 MI (28.2 KM) NORTHWEST OF MINONG, AND 17.5 MI (28.2 KM)
 DN5913'NORTHEAST OF DANBURY.
 DN5913'
 DN5913'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT AT THE NORTHERLY
 DN5913'JUNCTION OF STATE HIGHWAY 35 WITH COUNTY HIGHWAY T LOCATED
 DN5913'APPROXIMATELY 34 MI (54.7 KM) SOUTH OF THE CITY OF SUPERIOR AND IN THE
 DN5913'TOWN OF DAIRYLAND.
 DN5913'
 DN5913'THE STATION IS A BRONZE WISCONSIN DEPT OF TRANSPORTATION GEODETIC
 DN5913'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 IN) DIAMETER
 DN5913'CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1 INCH) ABOVE THE
 DN5913'GROUND AND APPROXIMATELY 3 M (9.8 FT) HIGHER THAN THE HIGHWAY
 DN5913'PAVEMENT.
 DN5913'
 DN5913'THE STATION IS 34.4 M (112.9 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5913'HIGHWAY T, 28.7 M (94.2 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DN5913'35, 13.3 M (43.6 FT) SOUTHWEST OF A POWER POLE 'ECE 25558', 12.8 M
 DN5913'(42.0 FT) NORTH OF A TELEPHONE JUNCTION BOX 'ENHL 6800 I' AND LOCATED
 DN5913'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS
 DN5913'
 DN5913'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5913'DEGREES ABOVE THE HORIZON EXCEPT A POWER POLE AND A FEW PINE TREES TO
 DN5913'THE NORTHEAST WHICH EXTEND HIGHER THAN 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5912 ***********************************************************************
 DN5912  DESIGNATION -  8P45
 DN5912  PID         -  DN5912
 DN5912  STATE/COUNTY-  WI/DOUGLAS
 DN5912  COUNTRY     -  US
 DN5912  USGS QUAD   -  MOOSE JUNCTION (2018)
 DN5912
 DN5912                         *CURRENT SURVEY CONTROL
 DN5912  ______________________________________________________________________
 DN5912* NAD 83(1986) POSITION- 46 17 44.39   (N) 092 09 16.60   (W)   HD_HELD1
 DN5912* NAVD 88 ORTHO HEIGHT -   382.565 (meters)     1255.13  (feet) ADJUSTED
 DN5912  ______________________________________________________________________
 DN5912  GEOID HEIGHT    -        -26.547 (meters)                     GEOID18
 DN5912  DYNAMIC HEIGHT  -        382.606 (meters)     1255.27  (feet) COMP
 DN5912  MODELED GRAVITY -    980,709.2   (mgal)                       NAVD 88
 DN5912
 DN5912  VERT ORDER      -  SECOND    CLASS I
 DN5912
 DN5912.The horizontal coordinates were determined by differentially corrected
 DN5912.hand held GPS observations or other comparable positioning techniques
 DN5912.and have an estimated accuracy of +/- 3 meters.
 DN5912
 DN5912.The orthometric height was determined by differential leveling and
 DN5912.adjusted by the WI DEPT OF TRANSP
 DN5912.in May 2012.
 DN5912
 DN5912.No vertical observational check was made to the station.
 DN5912
 DN5912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5912.GEOID18 height accuracy estimate available here.
 DN5912
 DN5912.Click photographs - Photos may exist for this station.
 DN5912
 DN5912.The dynamic height is computed by dividing the NAVD 88
 DN5912.geopotential number by the normal gravity value computed on the
 DN5912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5912.degrees latitude (g = 980.6199 gals.).
 DN5912
 DN5912.The modeled gravity was interpolated from observed gravity values.
 DN5912
 DN5912;                    North         East    Units  Estimated Accuracy
 DN5912;SPC WI N     -   127,733.8     434,017.0     MT  (+/- 3 meters HH1 GPS) 
 DN5912
 DN5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6511027245(NAD 83)
 DN5912
 DN5912                          SUPERSEDED SURVEY CONTROL
 DN5912
 DN5912.No superseded survey control is available for this station.
 DN5912
 DN5912_MARKER: DD = SURVEY DISK
 DN5912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5912_STAMPING: 8P45 2010
 DN5912_MARK LOGO: WIDT
 DN5912_PROJECTION: FLUSH
 DN5912_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5912+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2012
 DN5912
 DN5912  HISTORY     - Date     Condition        Report By
 DN5912  HISTORY     - 2010     MONUMENTED       WIDT
 DN5912  HISTORY     - 20120207 GOOD             WIDT
 DN5912  HISTORY     - 20120821 GOOD             WIDT
 DN5912
 DN5912                          STATION DESCRIPTION
 DN5912
 DN5912'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5912'THE STATION IS LOCATED 29.7 MI (47.8 KM) SOUTH OF SUPERIOR,
 DN5912'20.6 MI (33.1 KM) NORTHWEST OF MINONG, AND 16.4 MI (26.4 KM)
 DN5912'WEST-SOUTHWEST OF SOLON SPRINGS.
 DN5912'
 DN5912'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5912'HIGHWAY M LOCATED APPROXIMATELY 29 MI (46.7 KM) SOUTH OF THE CITY
 DN5912'OF SUPERIOR, GO NORTH ON STATE HIGHWAY 35 FOR 0.55 MI (0.9 KM) TO THE
 DN5912'STATION ON THE RIGHT.
 DN5912'
 DN5912'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5912'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5912'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH
 DN5912'THE GROUND AND APPROXIMATELY 1 METER (3.3 FT) HIGHER THAN THE
 DN5912'HIGHWAY PAVEMENT.
 DN5912'
 DN5912'THE STATION IS 20.4 M (66.9 FT) EAST OF THE CENTERLINE OF STATE
 DN5912'HIGHWAY 35, 59.1 M (193.9 FT)  NORTHEAST OF A 'STOP' SIGN POST,
 DN5912'37 M (121.4 FT) NORTH OF THE CENTER OF A GRAVEL DRIVE 'DCF LANDING 5',
 DN5912'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DN5912'PLASTIC T-POSTS.
 DN5912'
 DN5912'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5912'DEGREES ABOVE THE HORIZON.
 DN5912
 DN5912                          STATION RECOVERY (2012)
 DN5912
 DN5912'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DN5912'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5905 ***********************************************************************
 DN5905  DESIGNATION -  8P46
 DN5905  PID         -  DN5905
 DN5905  STATE/COUNTY-  WI/DOUGLAS
 DN5905  COUNTRY     -  US
 DN5905  USGS QUAD   -  MOOSE JUNCTION (2018)
 DN5905
 DN5905                         *CURRENT SURVEY CONTROL
 DN5905  ______________________________________________________________________
 DN5905* NAD 83(1986) POSITION- 46 19 14.6    (N) 092 09 18.7    (W)   HD_HELD2
 DN5905* NAVD 88 ORTHO HEIGHT -   391.167 (meters)     1283.35  (feet) ADJUSTED
 DN5905  ______________________________________________________________________
 DN5905  GEOID HEIGHT    -        -26.613 (meters)                     GEOID18
 DN5905  DYNAMIC HEIGHT  -        391.209 (meters)     1283.49  (feet) COMP
 DN5905  MODELED GRAVITY -    980,708.3   (mgal)                       NAVD 88
 DN5905
 DN5905  VERT ORDER      -  SECOND    CLASS I
 DN5905
 DN5905.The horizontal coordinates were established by autonomous hand held GPS
 DN5905.observations and have an estimated accuracy of +/- 10 meters.
 DN5905
 DN5905.The orthometric height was determined by differential leveling and
 DN5905.adjusted by the WI DEPT OF TRANSP
 DN5905.in May 2012.
 DN5905
 DN5905.No vertical observational check was made to the station.
 DN5905
 DN5905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5905.GEOID18 height accuracy estimate available here.
 DN5905
 DN5905.Click photographs - Photos may exist for this station.
 DN5905
 DN5905.The dynamic height is computed by dividing the NAVD 88
 DN5905.geopotential number by the normal gravity value computed on the
 DN5905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5905.degrees latitude (g = 980.6199 gals.).
 DN5905
 DN5905.The modeled gravity was interpolated from observed gravity values.
 DN5905
 DN5905;                    North         East    Units  Estimated Accuracy
 DN5905;SPC WI N     -   130,519.      434,048.      MT  (+/- 10 meters HH2 GPS)
 DN5905
 DN5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6503630029(NAD 83)
 DN5905
 DN5905                          SUPERSEDED SURVEY CONTROL
 DN5905
 DN5905.No superseded survey control is available for this station.
 DN5905
 DN5905_MARKER: DD = SURVEY DISK
 DN5905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5905_STAMPING: 8P46 2010
 DN5905_MARK LOGO: WIDT
 DN5905_PROJECTION: PROJECTING 2 CENTIMETERS
 DN5905_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5905+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2012
 DN5905
 DN5905  HISTORY     - Date     Condition        Report By
 DN5905  HISTORY     - 2010     MONUMENTED       WIDT
 DN5905  HISTORY     - 20120207 GOOD             WIDT
 DN5905
 DN5905                          STATION DESCRIPTION
 DN5905
 DN5905'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5905'THE STATION IS LOCATED 27.9 MI (44.9 KM) SOUTH OF SUPERIOR, 21.8 MI
 DN5905'(35.1 KM) NORTHWEST OF MINONG, AND 16.1 MI (25.9 KM) WEST-NORTHWEST
 DN5905'OF SOLON SPRINGS.
 DN5905'
 DN5905'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5905'HIGHWAY M LOCATED APPROXIMATELY 29 MI (46.7 KM) SOUTH OF THE CITY
 DN5905'OF SUPERIOR, GO NORTH ON STATE HIGHWAY 35 FOR 0.95 MI (1.5 KM) TO A
 DN5905'WAYSIDE ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 35 FOR 1.25 MI
 DN5905'(2.0 KM) TO THE STATION ON THE LEFT.
 DN5905'
 DN5905'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5905'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A
 DN5905'40 CM (16 INCH) DIAMETER CONCRETE POST 7.5 FT (2.3 M) DEEP,
 DN5905'PROJECTING 2 CM (1 INCH) ABOVE THE GROUND AND APPROXIMATELY
 DN5905'3 M (9.8 FT) HIGHER THAN THE HIGHWAY PAVEMENT.
 DN5905'
 DN5905'THE STATION IS 27.1 M (88.9 FT) WEST OF THE CENTERLINE OF STATE
 DN5905'HIGHWAY 35, 81 M (265.7 FT) NORTH OF A GRAVEL ENTRANCE 'DCF LANDING 4-
 DN5905'55.0 M (180.4 FT) WEST OF A YELLOW METAL RIGHT-OF-WAY POST,
 DN5905'9 M (29.5 FT) EAST OF THE CENTER OF A GRAVEL DRIVE AND LOCATED IN THE
 DN5905'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.
 DN5905'
 DN5905'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5905'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5904 ***********************************************************************
 DN5904  DESIGNATION -  8P47
 DN5904  PID         -  DN5904
 DN5904  STATE/COUNTY-  WI/DOUGLAS
 DN5904  COUNTRY     -  US
 DN5904  USGS QUAD   -  MOOSE JUNCTION (2018)
 DN5904
 DN5904                         *CURRENT SURVEY CONTROL
 DN5904  ______________________________________________________________________
 DN5904* NAD 83(1986) POSITION- 46 20 02.5    (N) 092 09 15.8    (W)   HD_HELD2
 DN5904* NAVD 88 ORTHO HEIGHT -   397.248 (meters)     1303.30  (feet) ADJUSTED
 DN5904  ______________________________________________________________________
 DN5904  GEOID HEIGHT    -        -26.651 (meters)                     GEOID18
 DN5904  DYNAMIC HEIGHT  -        397.291 (meters)     1303.45  (feet) COMP
 DN5904  MODELED GRAVITY -    980,707.7   (mgal)                       NAVD 88
 DN5904
 DN5904  VERT ORDER      -  SECOND    CLASS I
 DN5904
 DN5904.The horizontal coordinates were established by autonomous hand held GPS
 DN5904.observations and have an estimated accuracy of +/- 10 meters.
 DN5904
 DN5904.The orthometric height was determined by differential leveling and
 DN5904.adjusted by the WI DEPT OF TRANSP
 DN5904.in May 2012.
 DN5904
 DN5904.No vertical observational check was made to the station.
 DN5904
 DN5904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5904.GEOID18 height accuracy estimate available here.
 DN5904
 DN5904.Click photographs - Photos may exist for this station.
 DN5904
 DN5904.The dynamic height is computed by dividing the NAVD 88
 DN5904.geopotential number by the normal gravity value computed on the
 DN5904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5904.degrees latitude (g = 980.6199 gals.).
 DN5904
 DN5904.The modeled gravity was interpolated from observed gravity values.
 DN5904
 DN5904;                    North         East    Units  Estimated Accuracy
 DN5904;SPC WI N     -   131,996.      434,150.      MT  (+/- 10 meters HH2 GPS)
 DN5904
 DN5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6508231508(NAD 83)
 DN5904
 DN5904                          SUPERSEDED SURVEY CONTROL
 DN5904
 DN5904.No superseded survey control is available for this station.
 DN5904
 DN5904_MARKER: DD = SURVEY DISK
 DN5904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5904_STAMPING: 8P47 2010
 DN5904_MARK LOGO: WIDT
 DN5904_PROJECTION: PROJECTING 2 CENTIMETERS
 DN5904_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5904+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DN5904
 DN5904  HISTORY     - Date     Condition        Report By
 DN5904  HISTORY     - 2010     MONUMENTED       WIDT
 DN5904  HISTORY     - 20120208 GOOD             WIDT
 DN5904
 DN5904                          STATION DESCRIPTION
 DN5904
 DN5904'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5904'THE STATION IS LOCATED 26.9 MI (43.3 KM) SOUTH OF SUPERIOR, 22.4 MI
 DN5904'(36.0 KM) NORTHWEST OF MINONG, AND 16.0 MI (25.7 KM) WEST OF
 DN5904'SOLON SPRINGS.
 DN5904'
 DN5904'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5904'HIGHWAY M LOCATED APPROXIMATELY 29 MI (46.7 KM) SOUTH OF THE CITY
 DN5904'OF SUPERIOR, GO NORTH ON STATE HIGHWAY 35 FOR 0.95 MI (1.5 KM) TO A
 DN5904'WAYSIDE ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 35 FOR 2.15 MI
 DN5904'(3.5 KM) TO THE STATION ON THE RIGHT.
 DN5904'
 DN5904'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5904'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5904'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM
 DN5904'(1 INCH) ABOVE THE GROUND AND APPROXIMATELY 2 M (6.6 FT) HIGHER THAN
 DN5904'THE HIGHWAY PAVEMENT.  THE STATION IS 18.9 M (62.0 FT) EAST OF THE
 DN5904'CENTERLINE OF STATE HIGHWAY 35, 59 M (193.6 FT) SOUTH OF THE CENTER
 DN5904'PRIVATE DRIVE -11902 S-, 7.8 M (25.6 FT) NORTHWEST OF A
 DN5904''RIGHT-OF-WAY' YELLOW METAL POST AND LOCATED IN THE CENTER OF A
 DN5904'TRIANGLE FORMED BY THREE WHITE PLASTIC
 DN5904'T-POSTS.
 DN5904'
 DN5904'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5904'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5902 ***********************************************************************
 DN5902  DESIGNATION -  8P48
 DN5902  PID         -  DN5902
 DN5902  STATE/COUNTY-  WI/DOUGLAS
 DN5902  COUNTRY     -  US
 DN5902  USGS QUAD   -  PATZAU (2018)
 DN5902
 DN5902                         *CURRENT SURVEY CONTROL
 DN5902  ______________________________________________________________________
 DN5902* NAD 83(1986) POSITION- 46 23 10.7    (N) 092 09 51.7    (W)   HD_HELD2
 DN5902* NAVD 88 ORTHO HEIGHT -   398.639 (meters)     1307.87  (feet) ADJUSTED
 DN5902  ______________________________________________________________________
 DN5902  GEOID HEIGHT    -        -26.855 (meters)                     GEOID18
 DN5902  DYNAMIC HEIGHT  -        398.680 (meters)     1308.00  (feet) COMP
 DN5902  MODELED GRAVITY -    980,703.9   (mgal)                       NAVD 88
 DN5902
 DN5902  VERT ORDER      -  SECOND    CLASS I
 DN5902
 DN5902.The horizontal coordinates were established by autonomous hand held GPS
 DN5902.observations and have an estimated accuracy of +/- 10 meters.
 DN5902
 DN5902.The orthometric height was determined by differential leveling and
 DN5902.adjusted by the WI DEPT OF TRANSP
 DN5902.in May 2012.
 DN5902
 DN5902.No vertical observational check was made to the station.
 DN5902
 DN5902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5902.GEOID18 height accuracy estimate available here.
 DN5902
 DN5902.Click photographs - Photos may exist for this station.
 DN5902
 DN5902.The dynamic height is computed by dividing the NAVD 88
 DN5902.geopotential number by the normal gravity value computed on the
 DN5902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5902.degrees latitude (g = 980.6199 gals.).
 DN5902
 DN5902.The modeled gravity was interpolated from observed gravity values.
 DN5902
 DN5902;                    North         East    Units  Estimated Accuracy
 DN5902;SPC WI N     -   137,826.      433,541.      MT  (+/- 10 meters HH2 GPS)
 DN5902
 DN5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6425337309(NAD 83)
 DN5902
 DN5902                          SUPERSEDED SURVEY CONTROL
 DN5902
 DN5902.No superseded survey control is available for this station.
 DN5902
 DN5902_MARKER: DD = SURVEY DISK
 DN5902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5902_STAMPING: 8P48 2010
 DN5902_MARK LOGO: WIDT
 DN5902_PROJECTION: FLUSH
 DN5902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5902+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DN5902
 DN5902  HISTORY     - Date     Condition        Report By
 DN5902  HISTORY     - 2010     MONUMENTED       WIDT
 DN5902  HISTORY     - 20120209 GOOD             WIDT
 DN5902
 DN5902                          STATION DESCRIPTION
 DN5902
 DN5902'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5902'THE STATION IS LOCATED 25.3 MI (40.7 KM) NORTHWEST OF MINONG, 23.2 MI
 DN5902'(37.3 KM) SOUTH OF SUPERIOR, AND 16.5 MI (26.5 KM) WEST-NORTHWEST OF
 DN5902'SOLON SPRINGS.
 DN5902'
 DN5902'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5902'HIGHWAY M LOCATED APPROXIMATELY 29 MI (46.7 KM) SOUTH OF THE CITY
 DN5902'OF SUPERIOR, GO NORTH ON STATE HIGHWAY 35 FOR 5.8 MI (9.3 KM) TO TOWER
 DN5902'FIRE LANE ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 35 FOR 1.1 MI
 DN5902'(1.8 KM) TO THE STATION ON THE RIGHT.
 DN5902'
 DN5902'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5902'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5902'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DN5902'GROUND AND APPROXIMATELY 2 M (6.6 FT) HIGHER THAN THE HIGHWAY
 DN5902'PAVEMENT.
 DN5902'
 DN5902'THE STATION IS 25.1 (82.3 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DN5902'35, 44.0 M (144.4 FT) EAST-SOUTHEAST OF A POWER POLE 'ECE 88992',
 DN5902'43.0 M (141.1 FT) EAST OF A 'RIGHT-OF-WAY' METAL SIGN POST,
 DN5902'EAST OF A 'RIGHT-OF-WAY' METAL SIGN POST, 1.7 M (5.6 FT) SOUTHWEST OF
 DN5902'A 'RIGHT-OF-WAY' YELLOW CARSONITE 4X4 POST, 1.5 (4.9 FT) NORTHWEST OF
 DN5902'A 'RIGHT-OF-WAY' YELLOW CARSONITE 4X4 POST AND LOCATED IN THE CENTER
 DN5902'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.
 DN5902'
 DN5902'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5902'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5901 ***********************************************************************
 DN5901  DESIGNATION -  8P49
 DN5901  PID         -  DN5901
 DN5901  STATE/COUNTY-  WI/DOUGLAS
 DN5901  COUNTRY     -  US
 DN5901  USGS QUAD   -  PATZAU (2018)
 DN5901
 DN5901                         *CURRENT SURVEY CONTROL
 DN5901  ______________________________________________________________________
 DN5901* NAD 83(1986) POSITION- 46 25 04.7    (N) 092 09 54.6    (W)   HD_HELD2
 DN5901* NAVD 88 ORTHO HEIGHT -   374.800 (meters)     1229.66  (feet) ADJUSTED
 DN5901  ______________________________________________________________________
 DN5901  GEOID HEIGHT    -        -27.003 (meters)                     GEOID18
 DN5901  DYNAMIC HEIGHT  -        374.837 (meters)     1229.78  (feet) COMP
 DN5901  MODELED GRAVITY -    980,701.2   (mgal)                       NAVD 88
 DN5901
 DN5901  VERT ORDER      -  SECOND    CLASS I
 DN5901
 DN5901.The horizontal coordinates were established by autonomous hand held GPS
 DN5901.observations and have an estimated accuracy of +/- 10 meters.
 DN5901
 DN5901.The orthometric height was determined by differential leveling and
 DN5901.adjusted by the WI DEPT OF TRANSP
 DN5901.in May 2012.
 DN5901
 DN5901.No vertical observational check was made to the station.
 DN5901
 DN5901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5901.GEOID18 height accuracy estimate available here.
 DN5901
 DN5901.Click photographs - Photos may exist for this station.
 DN5901
 DN5901.The dynamic height is computed by dividing the NAVD 88
 DN5901.geopotential number by the normal gravity value computed on the
 DN5901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5901.degrees latitude (g = 980.6199 gals.).
 DN5901
 DN5901.The modeled gravity was interpolated from observed gravity values.
 DN5901
 DN5901;                    North         East    Units  Estimated Accuracy
 DN5901;SPC WI N     -   141,346.      433,575.      MT  (+/- 10 meters HH2 GPS)
 DN5901
 DN5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6415440827(NAD 83)
 DN5901
 DN5901                          SUPERSEDED SURVEY CONTROL
 DN5901
 DN5901.No superseded survey control is available for this station.
 DN5901
 DN5901_MARKER: DD = SURVEY DISK
 DN5901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5901_STAMPING: 8P49 2010
 DN5901_MARK LOGO: WIDT
 DN5901_PROJECTION: FLUSH
 DN5901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5901+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 DN5901
 DN5901  HISTORY     - Date     Condition        Report By
 DN5901  HISTORY     - 2010     MONUMENTED       WIDT
 DN5901  HISTORY     - 20120206 GOOD             WIDT
 DN5901
 DN5901                          STATION DESCRIPTION
 DN5901
 DN5901'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5901'THE STATION IS LOCATED 27.1 MI (43.6 KM) NORTHWEST OF MINONG.
 DN5901'22.1 MI (35.6 KM) SOUTH OF SUPERIOR AND 17.0 MI (27.4 KM)
 DN5901'WEST-NORTHWEST OF SOLON SPRINGS, WI.
 DN5901'
 DN5901'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5901'HIGHWAY BB LOCATED APPROXIMATELY 16 MI (25.7 KM) SOUTH OF THE CITY OF
 DN5901'SUPERIOR AND APPROXIMATELY 2 MI (3.2 KM) EAST OF THE COMMUNITY OF
 DN5901'PATZAU, GO SOUTH ON STATE HIGHWAY 35 FOR 5.0 MI (8.0 KM) TO THE
 DN5901'INTERSECTION WITH PIONEER TRAIL AND THE STATION ON THE LEFT.
 DN5901'
 DN5901'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5901'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5901'(16 INCH) DIAMETER CONCRETE POST 7.5 FT (2.3 M) DEEP, FLUSH WITH
 DN5901'THE GROUND AND APPROXIMATELY 1 M (3.1 FT) BELOW THE STATE HIGHWAY
 DN5901'35 PAVEMENT.
 DN5901'
 DN5901'THE STATION IS 21.3 M (69.9 FT) EAST OF THE CENTERLINE OF STATE HWY
 DN5901'35, 14.2 M (46.6 FT) SOUTH OF THE CENTERLINE OF PIONEER TRAIL, 19.4 M
 DN5901'(63.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BRICK CENTURY LINK
 DN5901'BUILDING, 17 M (55.8 FT) WEST OF THE CENTER OF A PRIVATE DRIVE
 DN5901''2610 E', 7.2 M (23.6 FT) EAST OF A METAL RIGHT-OF-WAY SIGN POST AND
 DN5901'LOCATED IN CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5900 ***********************************************************************
 DN5900  DESIGNATION -  8P50
 DN5900  PID         -  DN5900
 DN5900  STATE/COUNTY-  WI/DOUGLAS
 DN5900  COUNTRY     -  US
 DN5900  USGS QUAD   -  PATZAU (2018)
 DN5900
 DN5900                         *CURRENT SURVEY CONTROL
 DN5900  ______________________________________________________________________
 DN5900* NAD 83(1986) POSITION- 46 26 50.1    (N) 092 09 54.2    (W)   HD_HELD2
 DN5900* NAVD 88 ORTHO HEIGHT -   357.801 (meters)     1173.89  (feet) ADJUSTED
 DN5900  ______________________________________________________________________
 DN5900  GEOID HEIGHT    -        -27.154 (meters)                     GEOID18
 DN5900  DYNAMIC HEIGHT  -        357.835 (meters)     1174.00  (feet) COMP
 DN5900  MODELED GRAVITY -    980,698.0   (mgal)                       NAVD 88
 DN5900
 DN5900  VERT ORDER      -  SECOND    CLASS I
 DN5900
 DN5900.The horizontal coordinates were established by autonomous hand held GPS
 DN5900.observations and have an estimated accuracy of +/- 10 meters.
 DN5900
 DN5900.The orthometric height was determined by differential leveling and
 DN5900.adjusted by the WI DEPT OF TRANSP
 DN5900.in May 2012.
 DN5900
 DN5900.No vertical observational check was made to the station.
 DN5900
 DN5900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5900.GEOID18 height accuracy estimate available here.
 DN5900
 DN5900.Click photographs - Photos may exist for this station.
 DN5900
 DN5900.The dynamic height is computed by dividing the NAVD 88
 DN5900.geopotential number by the normal gravity value computed on the
 DN5900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5900.degrees latitude (g = 980.6199 gals.).
 DN5900
 DN5900.The modeled gravity was interpolated from observed gravity values.
 DN5900
 DN5900;                    North         East    Units  Estimated Accuracy
 DN5900;SPC WI N     -   144,599.      433,672.      MT  (+/- 10 meters HH2 GPS)
 DN5900
 DN5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6412844080(NAD 83)
 DN5900
 DN5900                          SUPERSEDED SURVEY CONTROL
 DN5900
 DN5900.No superseded survey control is available for this station.
 DN5900
 DN5900_MARKER: DD = SURVEY DISK
 DN5900_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5900_SP_SET: BRIDGE ABUTMENT
 DN5900_STAMPING: 8P50 2010
 DN5900_MARK LOGO: WIDT
 DN5900_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5900+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DN5900
 DN5900  HISTORY     - Date     Condition        Report By
 DN5900  HISTORY     - 2010     MONUMENTED       WIDT
 DN5900  HISTORY     - 20120209 GOOD             WIDT
 DN5900
 DN5900                          STATION DESCRIPTION
 DN5900
 DN5900'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5900'THE STATION IS LOCATED 28.7 MI (46.2 KM) NORTHWEST OF MINONG, 20.1 MI
 DN5900'(32.2 KM) SOUTH OF SUPERIOR AND 17.6 MI (28.3 KM) NORTHWEST OF SOLON
 DN5900'SPRINGS.
 DN5900'
 DN5900'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5900'HIGHWAY BB LOCATED APPROXIMATELY 16 MI (25.7 KM) SOUTH OF THE CITY OF
 DN5900'SUPERIOR, GO SOUTH ON STATE HIGHWAY 35 FOR 3.0 MI (4.8 KM) TO A BRIDGE
 DN5900'OVER THE BLACK RIVER AND THE STATION ON THE RIGHT.
 DN5900'
 DN5900'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5900'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5900'THE WEST END OF THE NORTH ABUTMENT OF BRIDGE 'B-16-74-92'
 DN5900'APPROXIMATELY EVEN WITH THE HIGHWAY PAVEMENT.
 DN5900'
 DN5900'THE STATION IS 5.6 M (18.4 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DN5900'35, 2.1 M (6.9 FT) NORTH OF AN EXPANSION JOINT AND 2.0 M (6.6 FT)
 DN5900'SOUTH OF A WHITE PLASTIC T-POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5899 ***********************************************************************
 DN5899  DESIGNATION -  8P51
 DN5899  PID         -  DN5899
 DN5899  STATE/COUNTY-  WI/DOUGLAS
 DN5899  COUNTRY     -  US
 DN5899  USGS QUAD   -  PATZAU (2018)
 DN5899
 DN5899                         *CURRENT SURVEY CONTROL
 DN5899  ______________________________________________________________________
 DN5899* NAD 83(1986) POSITION- 46 27 48.8    (N) 092 09 54.4    (W)   HD_HELD2
 DN5899* NAVD 88 ORTHO HEIGHT -   364.613 (meters)     1196.23  (feet) ADJUSTED
 DN5899  ______________________________________________________________________
 DN5899  GEOID HEIGHT    -        -27.245 (meters)                     GEOID18
 DN5899  DYNAMIC HEIGHT  -        364.647 (meters)     1196.35  (feet) COMP
 DN5899  MODELED GRAVITY -    980,696.3   (mgal)                       NAVD 88
 DN5899
 DN5899  VERT ORDER      -  SECOND    CLASS I
 DN5899
 DN5899.The horizontal coordinates were established by autonomous hand held GPS
 DN5899.observations and have an estimated accuracy of +/- 10 meters.
 DN5899
 DN5899.The orthometric height was determined by differential leveling and
 DN5899.adjusted by the WI DEPT OF TRANSP
 DN5899.in May 2012.
 DN5899
 DN5899.No vertical observational check was made to the station.
 DN5899
 DN5899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5899.GEOID18 height accuracy estimate available here.
 DN5899
 DN5899.Click photographs - Photos may exist for this station.
 DN5899
 DN5899.The dynamic height is computed by dividing the NAVD 88
 DN5899.geopotential number by the normal gravity value computed on the
 DN5899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5899.degrees latitude (g = 980.6199 gals.).
 DN5899
 DN5899.The modeled gravity was interpolated from observed gravity values.
 DN5899
 DN5899;                    North         East    Units  Estimated Accuracy
 DN5899;SPC WI N     -   146,411.      433,717.      MT  (+/- 10 meters HH2 GPS)
 DN5899
 DN5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6410545892(NAD 83)
 DN5899
 DN5899                          SUPERSEDED SURVEY CONTROL
 DN5899
 DN5899.No superseded survey control is available for this station.
 DN5899
 DN5899_MARKER: DD = SURVEY DISK
 DN5899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5899_STAMPING: 8P51 2010
 DN5899_MARK LOGO: WIDT
 DN5899_PROJECTION: FLUSH
 DN5899_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5899+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DN5899
 DN5899  HISTORY     - Date     Condition        Report By
 DN5899  HISTORY     - 2010     MONUMENTED       WIDT
 DN5899  HISTORY     - 20120209 GOOD             WIDT
 DN5899
 DN5899                          STATION DESCRIPTION
 DN5899
 DN5899'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5899'THE STATION IS LOCATED 29.3 MI (47.1 KM) NORTH-NORTHWEST OF MINONG,
 DN5899'19.0 MI (30.6 KM) SOUTH OF SUPERIOR AND 18.0 MI (29.0 KM)
 DN5899'NORTHWEST OF SOLON SPRINGS.
 DN5899'
 DN5899'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5899'HIGHWAY BB LOCATED APPROXIMATELY 16 MI (25.7 KM) SOUTH OF THE CITY OF
 DN5899'SUPERIOR, GO SOUTH ON STATE HIGHWAY 35 FOR 1.1 MI (1.8 KM) TO
 DN5899'MILCHESKY ROAD ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 35 FOR
 DN5899'0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DN5899'
 DN5899'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5899'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5899'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DN5899'GROUND AND APPROXIMATELY 0.5 (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5899'
 DN5899'THE STATION IS 13.1 M (43.0 FT) WEST OF THE CENTERLINE OF STATE
 DN5899'HIGHWAY 35, 65.2 M (213.9 FT) NORTH OF A POWER POLE 'ECE 86212', 39 M
 DN5899'(128.0 FT) SOUTH OF THE CENTER OF A PRIVATE DRIVE '8339', 34.7 M
 DN5899'(113.9 FT) WEST OF A YELLOW PLASTIC 4X4 'RIGHT OF WAY' POST AND
 DN5899'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DN5899'T-POSTS.
 DN5899'
 DN5899'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5899'DEGREES ABOVE THE HORIZON EXCEPT FOR A FEW TREES TO THE SOUTHEAST AND
 DN5899'ONE TREE TO THE NORTHEAST THAT EXTEND HIGHER THAN 20 DEGREES ABOVE THE
 DN5899'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5324 ***********************************************************************
 DN5324  DESIGNATION -  8Q01
 DN5324  PID         -  DN5324
 DN5324  STATE/COUNTY-  WI/WASHBURN
 DN5324  COUNTRY     -  US
 DN5324  USGS QUAD   -  MINONG (2018)
 DN5324
 DN5324                         *CURRENT SURVEY CONTROL
 DN5324  ______________________________________________________________________
 DN5324* NAD 83(1986) POSITION- 46 01 48.2    (N) 091 50 21.8    (W)   HD_HELD2
 DN5324* NAVD 88 ORTHO HEIGHT -   332.252 (meters)     1090.06  (feet) ADJUSTED
 DN5324  ______________________________________________________________________
 DN5324  GEOID HEIGHT    -        -27.539 (meters)                     GEOID18
 DN5324  DYNAMIC HEIGHT  -        332.273 (meters)     1090.13  (feet) COMP
 DN5324  MODELED GRAVITY -    980,666.5   (mgal)                       NAVD 88
 DN5324
 DN5324  VERT ORDER      -  SECOND    CLASS I
 DN5324
 DN5324.The horizontal coordinates were established by autonomous hand held GPS
 DN5324.observations and have an estimated accuracy of +/- 10 meters.
 DN5324
 DN5324.The orthometric height was determined by differential leveling and
 DN5324.adjusted by the WI DEPT OF TRANSP
 DN5324.in May 2012.
 DN5324
 DN5324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5324.GEOID18 height accuracy estimate available here.
 DN5324
 DN5324.Click photographs - Photos may exist for this station.
 DN5324
 DN5324.The dynamic height is computed by dividing the NAVD 88
 DN5324.geopotential number by the normal gravity value computed on the
 DN5324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5324.degrees latitude (g = 980.6199 gals.).
 DN5324
 DN5324.The modeled gravity was interpolated from observed gravity values.
 DN5324
 DN5324;                    North         East    Units  Estimated Accuracy
 DN5324;SPC WI N     -    97,609.      457,612.      MT  (+/- 10 meters HH2 GPS)
 DN5324
 DN5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8981998041(NAD 83)
 DN5324
 DN5324                          SUPERSEDED SURVEY CONTROL
 DN5324
 DN5324.No superseded survey control is available for this station.
 DN5324
 DN5324_MARKER: DD = SURVEY DISK
 DN5324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5324_STAMPING: 8Q01 2006
 DN5324_MARK LOGO: WIDT
 DN5324_PROJECTION: FLUSH
 DN5324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5324+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2009
 DN5324
 DN5324  HISTORY     - Date     Condition        Report By
 DN5324  HISTORY     - 2005     MONUMENTED       WIDT
 DN5324  HISTORY     - 20091217 GOOD             WIDT
 DN5324
 DN5324                          STATION DESCRIPTION
 DN5324
 DN5324'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5324'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DN5324'HIGHWAY F EAST APPROXIMATELY 5 MI (8.0 KM) NORTH OF THE COMMUNITY OF
 DN5324'TREGO, GO 1.2 MI (1.9 KM) TO PALMER DRIVE.  CONTINUE NORTH ON US
 DN5324'HIGHWAY 53 FOR 2.25 MI (3.6 KM) TO THE STATION ON THE RIGHT.
 DN5324'
 DN5324'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5324'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5324'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5324'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5324'
 DN5324'THE STATION IS 16.4 M (53.8 FT) EAST OF THE CENTERLINE OF THE TWO
 DN5324'NORTHBOUND LANES OF US HIGHWAY 53, 26.1 M (85.6 FT) SOUTH OF THE
 DN5324'CENTERLINE OF PRIVATE ENTRANCE -N10938- AND IS 1 M (3.3 FT) FROM THREE
 DN5324'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5324'
 DN5324'--  NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DN5324'QUADRANTS EXTENDING TO 60 DEGREES AND TREES IN THE WEST QUADRANTS
 DN5324'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6079 ***********************************************************************
 DO6079  DESIGNATION -  8Q41
 DO6079  PID         -  DO6079
 DO6079  STATE/COUNTY-  WI/WASHBURN
 DO6079  COUNTRY     -  US
 DO6079  USGS QUAD   -  GORDON (2018)
 DO6079
 DO6079                         *CURRENT SURVEY CONTROL
 DO6079  ______________________________________________________________________
 DO6079* NAD 83(1986) POSITION- 46 08 37.23   (N) 091 48 51.11   (W)   HD_HELD1
 DO6079* NAVD 88 ORTHO HEIGHT -   314.356 (meters)     1031.35  (feet) ADJUSTED
 DO6079  ______________________________________________________________________
 DO6079  GEOID HEIGHT    -        -27.123 (meters)                     GEOID18
 DO6079  DYNAMIC HEIGHT  -        314.386 (meters)     1031.45  (feet) COMP
 DO6079  MODELED GRAVITY -    980,699.9   (mgal)                       NAVD 88
 DO6079
 DO6079  VERT ORDER      -  SECOND    CLASS I
 DO6079
 DO6079.The horizontal coordinates were determined by differentially corrected
 DO6079.hand held GPS observations or other comparable positioning techniques
 DO6079.and have an estimated accuracy of +/- 3 meters.
 DO6079
 DO6079.The orthometric height was determined by differential leveling and
 DO6079.adjusted by the NATIONAL GEODETIC SURVEY
 DO6079.in February 2017.
 DO6079
 DO6079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6079.GEOID18 height accuracy estimate available here.
 DO6079
 DO6079.Click photographs - Photos may exist for this station.
 DO6079
 DO6079.The dynamic height is computed by dividing the NAVD 88
 DO6079.geopotential number by the normal gravity value computed on the
 DO6079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6079.degrees latitude (g = 980.6199 gals.).
 DO6079
 DO6079.The modeled gravity was interpolated from observed gravity values.
 DO6079
 DO6079;                    North         East    Units  Estimated Accuracy
 DO6079;SPC WI N     -   110,189.5     459,850.3     MT  (+/- 3 meters HH1 GPS) 
 DO6079
 DO6079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9158110694(NAD 83)
 DO6079
 DO6079                          SUPERSEDED SURVEY CONTROL
 DO6079
 DO6079  NAVD 88 (07/25/13)  314.358  (m)         1031.36   (f) SUPERSEDED  2 1
 DO6079
 DO6079.Superseded values are not recommended for survey control.
 DO6079
 DO6079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6079.See file dsdata.pdf to determine how the superseded data were derived.
 DO6079
 DO6079_MARKER: DD = SURVEY DISK
 DO6079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO6079_SP_SET: BRIDGE PARAPET
 DO6079_STAMPING: 8Q41 2010
 DO6079_MARK LOGO: WIDT
 DO6079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6079+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 DO6079
 DO6079  HISTORY     - Date     Condition        Report By
 DO6079  HISTORY     - 2011     MONUMENTED       WIDT
 DO6079  HISTORY     - 20120815 GOOD             WIDT
 DO6079
 DO6079                          STATION DESCRIPTION
 DO6079
 DO6079'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6079'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH OF GORDON, 4.8 MI
 DO6079'(7.8 KM) WEST-NORTHWEST OF CHITTAMO AND 3.1 MI (5.0 KM) NORTH OF
 DO6079'MINONG.
 DO6079'
 DO6079'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH STATE
 DO6079'HIGHWAY 77 JUST WEST OF THE VILLAGE OF MINONG, GO NORTH ON U.S.
 DO6079'HIGHWAY 53 FOR 3.25 MI (5.2 KM) TO A BRIDGE OVER THE TOTAGATIC RIVER
 DO6079'AND THE STATION ON THE RIGHT.
 DO6079'
 DO6079'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6079'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6079'THE NORTH END OF THE EAST PARAPET WALL OF THE BRIDGE -B-65-28-81-,
 DO6079'APPROXIMATELY 0.9 M (3.0 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION
 DO6079'IS 6.6 M (21.7 FT) EAST OF THE CENTERLINE OF NORTHBOUND U.S. HIGHWAY
 DO6079'53, 0.6 M (2.0 FT) NORTH OF AN EXPANSION JOINT, AND 2.9 M (9.5 FT)
 DO6079'SOUTH OF A WHITE PLASTIC WITNESS POST.
 DO6079'
 DO6079'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6079'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6080 ***********************************************************************
 DO6080  DESIGNATION -  8Q42
 DO6080  PID         -  DO6080
 DO6080  STATE/COUNTY-  WI/DOUGLAS
 DO6080  COUNTRY     -  US
 DO6080  USGS QUAD   -  GORDON (2018)
 DO6080
 DO6080                         *CURRENT SURVEY CONTROL
 DO6080  ______________________________________________________________________
 DO6080* NAD 83(1986) POSITION- 46 10 31.52   (N) 091 48 12.54   (W)   HD_HELD1
 DO6080* NAVD 88 ORTHO HEIGHT -   326.215 (meters)     1070.26  (feet) ADJUSTED
 DO6080  ______________________________________________________________________
 DO6080  GEOID HEIGHT    -        -27.090 (meters)                     GEOID18
 DO6080  DYNAMIC HEIGHT  -        326.247 (meters)     1070.36  (feet) COMP
 DO6080  MODELED GRAVITY -    980,703.1   (mgal)                       NAVD 88
 DO6080
 DO6080  VERT ORDER      -  SECOND    CLASS I
 DO6080
 DO6080.The horizontal coordinates were determined by differentially corrected
 DO6080.hand held GPS observations or other comparable positioning techniques
 DO6080.and have an estimated accuracy of +/- 3 meters.
 DO6080
 DO6080.The orthometric height was determined by differential leveling and
 DO6080.adjusted by the NATIONAL GEODETIC SURVEY
 DO6080.in February 2017.
 DO6080
 DO6080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6080.GEOID18 height accuracy estimate available here.
 DO6080
 DO6080.Click photographs - Photos may exist for this station.
 DO6080
 DO6080.The dynamic height is computed by dividing the NAVD 88
 DO6080.geopotential number by the normal gravity value computed on the
 DO6080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6080.degrees latitude (g = 980.6199 gals.).
 DO6080
 DO6080.The modeled gravity was interpolated from observed gravity values.
 DO6080
 DO6080;                    North         East    Units  Estimated Accuracy
 DO6080;SPC WI N     -   113,698.4     460,758.0     MT  (+/- 3 meters HH1 GPS) 
 DO6080
 DO6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9235514234(NAD 83)
 DO6080
 DO6080                          SUPERSEDED SURVEY CONTROL
 DO6080
 DO6080  NAVD 88 (07/25/13)  326.218  (m)         1070.27   (f) SUPERSEDED  2 1
 DO6080
 DO6080.Superseded values are not recommended for survey control.
 DO6080
 DO6080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6080.See file dsdata.pdf to determine how the superseded data were derived.
 DO6080
 DO6080_MARKER: DD = SURVEY DISK
 DO6080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6080_STAMPING: 8Q42 2010
 DO6080_MARK LOGO: WIDT
 DO6080_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6080+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 DO6080
 DO6080  HISTORY     - Date     Condition        Report By
 DO6080  HISTORY     - 2010     MONUMENTED       WIDT
 DO6080  HISTORY     - 20120815 GOOD             WIDT
 DO6080
 DO6080                          STATION DESCRIPTION
 DO6080
 DO6080'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6080'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH OF MINONG, 5.3 MI
 DO6080'(8.5 KM) NORTHWEST OF CHITTAMO AND 4.9 MI (7.9 KM) SOUTH OF GORDON.
 DO6080'
 DO6080'THE STATION IS IN THE NORTHEAST QUADRANT AT THE JUNCTION OF U.S.
 DO6080'HIGHWAY 53 WITH COUNTY HIGHWAY T LOCATED APPROXIMATELY 5 MI (8.0 KM)
 DO6080'NORTH OF THE VILLAGE OF MINONG AND IN THE COMMUNITY OF WASCOTT.
 DO6080'
 DO6080'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6080'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6080'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6080'INCH) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO6080'HIGHWAY PAVEMENT.  THE STATION IS 13.5 M (44.3 FT) EAST OF THE
 DO6080'CENTERLINE OF NORTHBOUND U.S. HIGHWAY 53, 62 M (203.4 FT) NORTH OF THE
 DO6080'CENTERLINE OF RED LAKE ROAD, 39.3 M (128.9 FT) NORTHEAST OF A -DO NOT
 DO6080'ENTER- SIGN, 30.2 M (99.1 FT) SOUTH OF A -NORTH USH 53- ROUTE SIGN,
 DO6080'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6080'WITNESS POSTS.
 DO6080'
 DO6080'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6080'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTHEAST EXTENDING
 DO6080'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6082 ***********************************************************************
 DO6082  DESIGNATION -  8Q43
 DO6082  PID         -  DO6082
 DO6082  STATE/COUNTY-  WI/DOUGLAS
 DO6082  COUNTRY     -  US
 DO6082  USGS QUAD   -  GORDON (2018)
 DO6082
 DO6082                         *CURRENT SURVEY CONTROL
 DO6082  ______________________________________________________________________
 DO6082* NAD 83(1986) POSITION- 46 14 03.62   (N) 091 48 03.01   (W)   HD_HELD1
 DO6082* NAVD 88 ORTHO HEIGHT -   332.130 (meters)     1089.66  (feet) ADJUSTED
 DO6082  ______________________________________________________________________
 DO6082  GEOID HEIGHT    -        -27.055 (meters)                     GEOID18
 DO6082  DYNAMIC HEIGHT  -        332.164 (meters)     1089.77  (feet) COMP
 DO6082  MODELED GRAVITY -    980,706.6   (mgal)                       NAVD 88
 DO6082
 DO6082  VERT ORDER      -  SECOND    CLASS I
 DO6082
 DO6082.The horizontal coordinates were determined by differentially corrected
 DO6082.hand held GPS observations or other comparable positioning techniques
 DO6082.and have an estimated accuracy of +/- 3 meters.
 DO6082
 DO6082.The orthometric height was determined by differential leveling and
 DO6082.adjusted by the NATIONAL GEODETIC SURVEY
 DO6082.in February 2017.
 DO6082
 DO6082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6082.GEOID18 height accuracy estimate available here.
 DO6082
 DO6082.Click photographs - Photos may exist for this station.
 DO6082
 DO6082.The dynamic height is computed by dividing the NAVD 88
 DO6082.geopotential number by the normal gravity value computed on the
 DO6082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6082.degrees latitude (g = 980.6199 gals.).
 DO6082
 DO6082.The modeled gravity was interpolated from observed gravity values.
 DO6082
 DO6082;                    North         East    Units  Estimated Accuracy
 DO6082;SPC WI N     -   120,240.6     461,110.8     MT  (+/- 3 meters HH1 GPS) 
 DO6082
 DO6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9246020783(NAD 83)
 DO6082
 DO6082                          SUPERSEDED SURVEY CONTROL
 DO6082
 DO6082  NAVD 88 (07/25/13)  332.135  (m)         1089.68   (f) SUPERSEDED  2 1
 DO6082
 DO6082.Superseded values are not recommended for survey control.
 DO6082
 DO6082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6082.See file dsdata.pdf to determine how the superseded data were derived.
 DO6082
 DO6082_MARKER: DD = SURVEY DISK
 DO6082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6082_STAMPING: 8Q43 2010
 DO6082_MARK LOGO: WIDT
 DO6082_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6082_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6082+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2012
 DO6082
 DO6082  HISTORY     - Date     Condition        Report By
 DO6082  HISTORY     - 2010     MONUMENTED       WIDT
 DO6082  HISTORY     - 20120814 GOOD             WIDT
 DO6082
 DO6082                          STATION DESCRIPTION
 DO6082
 DO6082'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6082'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF
 DO6082'CHITTAMO, 8.3 MI (13.3 KM) SOUTH OF SOLON SPRINGS AND 0.9 MI (1.4 KM)
 DO6082'SOUTH OF GORDON.
 DO6082'
 DO6082'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH COUNTY
 DO6082'HIGHWAY Y APPROXIMATELY 7 MI (11.3 KM) SOUTH OF THE VILLAGE OF SOLON
 DO6082'SPRINGS AND IN THE COMMUNITY OF GORDON, GO SOUTH ON U.S. HIGHWAY 53
 DO6082'FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.
 DO6082'
 DO6082'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6082'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6082'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6082'INCH) ABOVE THE GROUND AND APPROXIMATELY 1.5 M (4.9 FT) ABOVE THE
 DO6082'HIGHWAY PAVEMENT.  THE STATION IS 22.9 M (75.1 FT) WEST OF THE
 DO6082'CENTERLINE OF SOUTHBOUND U.S. HIGHWAY 53, 68 M (223.1 FT) NORTH OF THE
 DO6082'CENTER OF A PRIVATE DRIVE -14703 S-, 33.6 M (110.2 FT) NORTH OF A
 DO6082'POWER POLE WITH A SINGLE GUY WIRE, 21.3 M (69.9 FT) EAST OF THE
 DO6082'SOUTHEAST BUILDING CORNER FOR THE -FEDERATED PROPANE SALES OFFICE-,
 DO6082'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6082'WITNESS POSTS.
 DO6082'
 DO6082'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6082'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6083 ***********************************************************************
 DO6083  DESIGNATION -  8Q44
 DO6083  PID         -  DO6083
 DO6083  STATE/COUNTY-  WI/DOUGLAS
 DO6083  COUNTRY     -  US
 DO6083  USGS QUAD   -  SOLON SPRINGS (2018)
 DO6083
 DO6083                         *CURRENT SURVEY CONTROL
 DO6083  ______________________________________________________________________
 DO6083* NAD 83(1986) POSITION- 46 15 38.87   (N) 091 47 58.23   (W)   HD_HELD1
 DO6083* NAVD 88 ORTHO HEIGHT -   312.489 (meters)     1025.22  (feet) ADJUSTED
 DO6083  ______________________________________________________________________
 DO6083  GEOID HEIGHT    -        -27.064 (meters)                     GEOID18
 DO6083  DYNAMIC HEIGHT  -        312.521 (meters)     1025.33  (feet) COMP
 DO6083  MODELED GRAVITY -    980,707.6   (mgal)                       NAVD 88
 DO6083
 DO6083  VERT ORDER      -  SECOND    CLASS I
 DO6083
 DO6083.The horizontal coordinates were determined by differentially corrected
 DO6083.hand held GPS observations or other comparable positioning techniques
 DO6083.and have an estimated accuracy of +/- 3 meters.
 DO6083
 DO6083.The orthometric height was determined by differential leveling and
 DO6083.adjusted by the NATIONAL GEODETIC SURVEY
 DO6083.in February 2017.
 DO6083
 DO6083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6083.GEOID18 height accuracy estimate available here.
 DO6083
 DO6083.Click photographs - Photos may exist for this station.
 DO6083
 DO6083.The dynamic height is computed by dividing the NAVD 88
 DO6083.geopotential number by the normal gravity value computed on the
 DO6083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6083.degrees latitude (g = 980.6199 gals.).
 DO6083
 DO6083.The modeled gravity was interpolated from observed gravity values.
 DO6083
 DO6083;                    North         East    Units  Estimated Accuracy
 DO6083;SPC WI N     -   123,178.4     461,279.8     MT  (+/- 3 meters HH1 GPS) 
 DO6083
 DO6083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9251823724(NAD 83)
 DO6083
 DO6083                          SUPERSEDED SURVEY CONTROL
 DO6083
 DO6083  NAVD 88 (07/25/13)  312.496  (m)         1025.25   (f) SUPERSEDED  2 1
 DO6083
 DO6083.Superseded values are not recommended for survey control.
 DO6083
 DO6083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6083.See file dsdata.pdf to determine how the superseded data were derived.
 DO6083
 DO6083_MARKER: DD = SURVEY DISK
 DO6083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6083_STAMPING: 8Q44 2010
 DO6083_MARK LOGO: WIDT
 DO6083_PROJECTION: FLUSH
 DO6083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6083+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2012
 DO6083
 DO6083  HISTORY     - Date     Condition        Report By
 DO6083  HISTORY     - 2010     MONUMENTED       WIDT
 DO6083  HISTORY     - 20120811 GOOD             WIDT
 DO6083
 DO6083                          STATION DESCRIPTION
 DO6083
 DO6083'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6083'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH-NORTHWEST OF
 DO6083'CHITTAMO, 6.5 MI (10.4 KM) SOUTH OF SOLON SPRINGS AND 1.0 MI (1.5 KM)
 DO6083'NORTH OF GORDON.
 DO6083'
 DO6083'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH COUNTY
 DO6083'HIGHWAY Y LOCATED APPROXIMATELY 7 MI (11.3 KM) SOUTH OF THE VILLAGE OF
 DO6083'SOLON SPRINGS AND IN THE TOWN OF GORDON, GO NORTH ON U.S. HIGHWAY 53
 DO6083'FOR 0.65 MI (1.0 KM) TO RIVER BEND CIRCLE.  CONTINUE NORTH ON U.S.
 DO6083'HIGHWAY 53 FOR 0.45 MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DO6083'
 DO6083'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6083'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6083'INCH) DIAMETER CONCRETE POST 6.8 FT (2.1 M) DEEP, FLUSH WITH THE
 DO6083'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DO6083'THE STATION IS 16.2 M (53.1 FT) EAST OF THE CENTERLINE OF NORTHBOUND
 DO6083'U.S. HIGHWAY 53, 38.1 M (125.0 FT) NORTHWEST OF A -STOP- SIGN, 35 M
 DO6083'(114.8 FT) WEST OF THE CENTER OF AN ATV TRAIL, 25.0 M (82.0 FT)
 DO6083'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF ASPHALT FOR CRANBERRY ROAD,
 DO6083'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6083'WITNESS POSTS.
 DO6083'
 DO6083'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6083'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6084 ***********************************************************************
 DO6084  DESIGNATION -  8Q45
 DO6084  PID         -  DO6084
 DO6084  STATE/COUNTY-  WI/DOUGLAS
 DO6084  COUNTRY     -  US
 DO6084  USGS QUAD   -  SOLON SPRINGS (2018)
 DO6084
 DO6084                         *CURRENT SURVEY CONTROL
 DO6084  ______________________________________________________________________
 DO6084* NAD 83(1986) POSITION- 46 17 17.55   (N) 091 48 42.78   (W)   HD_HELD1
 DO6084* NAVD 88 ORTHO HEIGHT -   330.521 (meters)     1084.38  (feet) ADJUSTED
 DO6084  ______________________________________________________________________
 DO6084  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 DO6084  DYNAMIC HEIGHT  -        330.555 (meters)     1084.50  (feet) COMP
 DO6084  MODELED GRAVITY -    980,709.3   (mgal)                       NAVD 88
 DO6084
 DO6084  VERT ORDER      -  SECOND    CLASS I
 DO6084
 DO6084.The horizontal coordinates were determined by differentially corrected
 DO6084.hand held GPS observations or other comparable positioning techniques
 DO6084.and have an estimated accuracy of +/- 3 meters.
 DO6084
 DO6084.The orthometric height was determined by differential leveling and
 DO6084.adjusted by the NATIONAL GEODETIC SURVEY
 DO6084.in February 2017.
 DO6084
 DO6084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6084.GEOID18 height accuracy estimate available here.
 DO6084
 DO6084.Click photographs - Photos may exist for this station.
 DO6084
 DO6084.The dynamic height is computed by dividing the NAVD 88
 DO6084.geopotential number by the normal gravity value computed on the
 DO6084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6084.degrees latitude (g = 980.6199 gals.).
 DO6084
 DO6084.The modeled gravity was interpolated from observed gravity values.
 DO6084
 DO6084;                    North         East    Units  Estimated Accuracy
 DO6084;SPC WI N     -   126,246.1     460,395.5     MT  (+/- 3 meters HH1 GPS) 
 DO6084
 DO6084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9151926756(NAD 83)
 DO6084
 DO6084                          SUPERSEDED SURVEY CONTROL
 DO6084
 DO6084  NAVD 88 (07/25/13)  330.528  (m)         1084.41   (f) SUPERSEDED  2 1
 DO6084
 DO6084.Superseded values are not recommended for survey control.
 DO6084
 DO6084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6084.See file dsdata.pdf to determine how the superseded data were derived.
 DO6084
 DO6084_MARKER: DD = SURVEY DISK
 DO6084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6084_STAMPING: 8Q45 2010
 DO6084_MARK LOGO: WIDT
 DO6084_PROJECTION: FLUSH
 DO6084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6084+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2012
 DO6084
 DO6084  HISTORY     - Date     Condition        Report By
 DO6084  HISTORY     - 2010     MONUMENTED       WIDT
 DO6084  HISTORY     - 20120810 GOOD             WIDT
 DO6084
 DO6084                          STATION DESCRIPTION
 DO6084
 DO6084'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6084'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF
 DO6084'U.S. HIGHWAY 53 WITH COUNTY HIGHWAY M, WHICH IS ABOUT 4.5 MI (7.2 KM)
 DO6084'SOUTH OF THE VILLAGE OF SOLON SPRINGS AND 3.0 MI (4.8 KM)
 DO6084'NORTH-NORTHWEST OF THE COMMUNITY OF GORDON.
 DO6084'
 DO6084'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6084'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6084'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6084'GROUND AND APPROXIMATELY LEVEL WITH THE COUNTY HIGHWAY M PAVEMENT.
 DO6084'THE STATION IS 24.5 M (80.4 FT) WEST OF THE CENTERLINE OF SOUTHBOUND
 DO6084'U.S. HIGHWAY 53, 21.0 M (68.9 FT) NORTH OF THE CENTERLINE OF COUNTY
 DO6084'HIGHWAY M, 31 M (101.7 FT) EAST OF THE CENTER OF A SNOWMOBILE TRAIL,
 DO6084'17.1 M (56.1 FT) SOUTHEAST OF A METAL RIGHT-OF-WAY POST, AND LOCATED
 DO6084'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DO6084'POSTS.
 DO6084'
 DO6084'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6084'DEGREES ABOVE THE HORIZON EXCEPT FOR A FEW TREES TO THE NORTH
 DO6084'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6085 ***********************************************************************
 DO6085  DESIGNATION -  8Q46
 DO6085  PID         -  DO6085
 DO6085  STATE/COUNTY-  WI/DOUGLAS
 DO6085  COUNTRY     -  US
 DO6085  USGS QUAD   -  SOLON SPRINGS (2018)
 DO6085
 DO6085                         *CURRENT SURVEY CONTROL
 DO6085  ______________________________________________________________________
 DO6085* NAD 83(1986) POSITION- 46 21 16.11   (N) 091 49 11.90   (W)   HD_HELD1
 DO6085* NAVD 88 ORTHO HEIGHT -   329.579 (meters)     1081.29  (feet) ADJUSTED
 DO6085  ______________________________________________________________________
 DO6085  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 DO6085  DYNAMIC HEIGHT  -        329.614 (meters)     1081.41  (feet) COMP
 DO6085  MODELED GRAVITY -    980,711.5   (mgal)                       NAVD 88
 DO6085
 DO6085  VERT ORDER      -  SECOND    CLASS I
 DO6085
 DO6085.The horizontal coordinates were determined by differentially corrected
 DO6085.hand held GPS observations or other comparable positioning techniques
 DO6085.and have an estimated accuracy of +/- 3 meters.
 DO6085
 DO6085.The orthometric height was determined by differential leveling and
 DO6085.adjusted by the NATIONAL GEODETIC SURVEY
 DO6085.in February 2017.
 DO6085
 DO6085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6085.GEOID18 height accuracy estimate available here.
 DO6085
 DO6085.Click photographs - Photos may exist for this station.
 DO6085
 DO6085.The dynamic height is computed by dividing the NAVD 88
 DO6085.geopotential number by the normal gravity value computed on the
 DO6085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6085.degrees latitude (g = 980.6199 gals.).
 DO6085
 DO6085.The modeled gravity was interpolated from observed gravity values.
 DO6085
 DO6085;                    North         East    Units  Estimated Accuracy
 DO6085;SPC WI N     -   133,624.1     459,941.1     MT  (+/- 3 meters HH1 GPS) 
 DO6085
 DO6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9078634109(NAD 83)
 DO6085
 DO6085                          SUPERSEDED SURVEY CONTROL
 DO6085
 DO6085  NAVD 88 (07/25/13)  329.590  (m)         1081.33   (f) SUPERSEDED  2 1
 DO6085
 DO6085.Superseded values are not recommended for survey control.
 DO6085
 DO6085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6085.See file dsdata.pdf to determine how the superseded data were derived.
 DO6085
 DO6085_MARKER: DD = SURVEY DISK
 DO6085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6085_STAMPING: 8Q46 2010
 DO6085_MARK LOGO: WIDT
 DO6085_PROJECTION: FLUSH
 DO6085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6085+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DO6085
 DO6085  HISTORY     - Date     Condition        Report By
 DO6085  HISTORY     - 2010     MONUMENTED       WIDT
 DO6085  HISTORY     - 20120807 GOOD             WIDT
 DO6085
 DO6085                          STATION DESCRIPTION
 DO6085
 DO6085'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6085'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF GORDON, 6.7 MI
 DO6085'(10.8 KM) SOUTH-SOUTHEAST OF BENNETT AND IN THE TOWN OF SOLON SPRINGS,
 DO6085'WI.
 DO6085'
 DO6085'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS HIGHWAY 53 WITH
 DO6085'COUNTY HIGHWAY A LOCATED IN THE VILLAGE OF SOLON SPRINGS, GO EAST ON
 DO6085'COUNTY HIGHWAY A FOR 45.7 M (150 FT) TO A LEFT TURN IN THE HIGHWAY
 DO6085'ROUTE (JUNCTION OF MAIN STREET WITH 1ST STREET ON THE LEFT AND
 DO6085'RAILROAD STREET ON THE RIGHT).  TURN LEFT AND GO NORTH ON COUNTY
 DO6085'HIGHWAY A (1ST STREET) FOR 0.12 MI (0.2 KM) TO THE STATION ON THE
 DO6085'LEFT.
 DO6085'
 DO6085'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6085'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6085'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6085'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6085'IS 12.0 M (39.4 FT) WEST OF THE CENTERLINE OF COUNTY ROAD A (1ST
 DO6085'STREET), 30 M (98.4 FT) SOUTH OF THE EXTENDED CENTERLINE OF PARK
 DO6085'AVENUE, 25.8 M (84.6 FT) NORTH OF A POWER POLE WITH A SINGLE GUY WIRE,
 DO6085'10.7 M (35.1 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, AND
 DO6085'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6085'WITNESS POSTS.
 DO6085'
 DO6085'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6085'DEGREES ABOVE THE HORIZON EXCEPT FOR A FEW TREES TO THE EAST AND
 DO6085'NORTHEAST EXTENDING HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6086 ***********************************************************************
 DO6086  DESIGNATION -  8Q47
 DO6086  PID         -  DO6086
 DO6086  STATE/COUNTY-  WI/DOUGLAS
 DO6086  COUNTRY     -  US
 DO6086  USGS QUAD   -  BENNETT (2018)
 DO6086
 DO6086                         *CURRENT SURVEY CONTROL
 DO6086  ______________________________________________________________________
 DO6086* NAD 83(1986) POSITION- 46 22 52.55   (N) 091 49 14.54   (W)   HD_HELD1
 DO6086* NAVD 88 ORTHO HEIGHT -   354.919 (meters)     1164.43  (feet) ADJUSTED
 DO6086  ______________________________________________________________________
 DO6086  GEOID HEIGHT    -        -27.110 (meters)                     GEOID18
 DO6086  DYNAMIC HEIGHT  -        354.958 (meters)     1164.56  (feet) COMP
 DO6086  MODELED GRAVITY -    980,712.4   (mgal)                       NAVD 88
 DO6086
 DO6086  VERT ORDER      -  SECOND    CLASS I
 DO6086
 DO6086.The horizontal coordinates were determined by differentially corrected
 DO6086.hand held GPS observations or other comparable positioning techniques
 DO6086.and have an estimated accuracy of +/- 3 meters.
 DO6086
 DO6086.The orthometric height was determined by differential leveling and
 DO6086.adjusted by the NATIONAL GEODETIC SURVEY
 DO6086.in February 2017.
 DO6086
 DO6086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6086.GEOID18 height accuracy estimate available here.
 DO6086
 DO6086.Click photographs - Photos may exist for this station.
 DO6086
 DO6086.The dynamic height is computed by dividing the NAVD 88
 DO6086.geopotential number by the normal gravity value computed on the
 DO6086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6086.degrees latitude (g = 980.6199 gals.).
 DO6086
 DO6086.The modeled gravity was interpolated from observed gravity values.
 DO6086
 DO6086;                    North         East    Units  Estimated Accuracy
 DO6086;SPC WI N     -   136,602.2     459,952.9     MT  (+/- 3 meters HH1 GPS) 
 DO6086
 DO6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9068537085(NAD 83)
 DO6086
 DO6086                          SUPERSEDED SURVEY CONTROL
 DO6086
 DO6086  NAVD 88 (07/25/13)  354.931  (m)         1164.47   (f) SUPERSEDED  2 1
 DO6086
 DO6086.Superseded values are not recommended for survey control.
 DO6086
 DO6086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6086.See file dsdata.pdf to determine how the superseded data were derived.
 DO6086
 DO6086_MARKER: DD = SURVEY DISK
 DO6086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6086_STAMPING: 8Q47 2010
 DO6086_MARK LOGO: WIDT
 DO6086_PROJECTION: FLUSH
 DO6086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6086+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DO6086
 DO6086  HISTORY     - Date     Condition        Report By
 DO6086  HISTORY     - 2010     MONUMENTED       WIDT
 DO6086  HISTORY     - 20120807 GOOD             WIDT
 DO6086
 DO6086                          STATION DESCRIPTION
 DO6086
 DO6086'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6086'THE STATION IS LOCATED ABOUT 9.3 MI (15.1 KM) NORTH OF GORDON, 4.9 MI
 DO6086'(7.9 KM) SOUTH-SOUTHEAST OF BENNETT AND 1.9 MI (3.1 KM) NORTH OF SOLON
 DO6086'SPRINGS.
 DO6086'
 DO6086'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS HIGHWAY 53 WITH
 DO6086'COUNTY HIGHWAY A LOCATED IN THE VILLAGE OF SOLON SPRINGS, GO NORTH ON
 DO6086'BUSINESS HIGHWAY 53 FOR 1.5 MI (2.4 KM) TO COUNTY HIGHWAY AA ON THE
 DO6086'RIGHT AND NYQUIST ROAD ON THE LEFT.  CONTINUE NORTH ON BUSINESS
 DO6086'HIGHWAY 53 FOR 0.35 MI (0.6 KM) TO THE JUNCTION WITH U.S. HIGHWAY 53.
 DO6086'KEEP RIGHT AND CONTINUE NORTH ONTO THE U.S. HIGHWAY 53 ENTRANCE RAMP
 DO6086'FOR 0.05 MI (0.1 KM) TO THE STATION ON THE LEFT, LOCATED IN THE GRASSY
 DO6086'AREA BETWEEN NORTHBOUND U.S. HIGHWAY 53 AND THE NORTHBOUND HIGHWAY
 DO6086'ENTRANCE RAMP.
 DO6086'
 DO6086'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6086'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6086'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6086'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LEVEL WITH THE HIGHWAY
 DO6086'PAVEMENT.  THE STATION IS 25.9 M (85.0 FT) EAST OF THE CENTERLINE OF
 DO6086'NORTHBOUND U.S. HIGHWAY 53, 88.4 M (290.0 FT) NORTH OF A -STOP AHEAD-
 DO6086'SIGN, 50.1 M (164.4 FT) SOUTH OF A -MERGING TRAFFIC- SIGN, 16 M (52.5
 DO6086'FT) WEST OF THE CENTER OF THE NORTHBOUND ENTRANCE RAMP, AND LOCATED IN
 DO6086'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6086'
 DO6086'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6086'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST EXTENDING
 DO6086'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6087 ***********************************************************************
 DO6087  DESIGNATION -  8Q48
 DO6087  PID         -  DO6087
 DO6087  STATE/COUNTY-  WI/DOUGLAS
 DO6087  COUNTRY     -  US
 DO6087  USGS QUAD   -  BENNETT (2018)
 DO6087
 DO6087                         *CURRENT SURVEY CONTROL
 DO6087  ______________________________________________________________________
 DO6087* NAD 83(1986) POSITION- 46 24 11.35   (N) 091 48 57.60   (W)   HD_HELD1
 DO6087* NAVD 88 ORTHO HEIGHT -   378.862 (meters)     1242.98  (feet) ADJUSTED
 DO6087  ______________________________________________________________________
 DO6087  GEOID HEIGHT    -        -27.167 (meters)                     GEOID18
 DO6087  DYNAMIC HEIGHT  -        378.904 (meters)     1243.12  (feet) COMP
 DO6087  MODELED GRAVITY -    980,713.0   (mgal)                       NAVD 88
 DO6087
 DO6087  VERT ORDER      -  SECOND    CLASS I
 DO6087
 DO6087.The horizontal coordinates were determined by differentially corrected
 DO6087.hand held GPS observations or other comparable positioning techniques
 DO6087.and have an estimated accuracy of +/- 3 meters.
 DO6087
 DO6087.The orthometric height was determined by differential leveling and
 DO6087.adjusted by the NATIONAL GEODETIC SURVEY
 DO6087.in February 2017.
 DO6087
 DO6087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6087.GEOID18 height accuracy estimate available here.
 DO6087
 DO6087.Click photographs - Photos may exist for this station.
 DO6087
 DO6087.The dynamic height is computed by dividing the NAVD 88
 DO6087.geopotential number by the normal gravity value computed on the
 DO6087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6087.degrees latitude (g = 980.6199 gals.).
 DO6087
 DO6087.The modeled gravity was interpolated from observed gravity values.
 DO6087
 DO6087;                    North         East    Units  Estimated Accuracy
 DO6087;SPC WI N     -   139,026.4     460,370.4     MT  (+/- 3 meters HH1 GPS) 
 DO6087
 DO6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9101139523(NAD 83)
 DO6087
 DO6087                          SUPERSEDED SURVEY CONTROL
 DO6087
 DO6087  NAVD 88 (07/25/13)  378.874  (m)         1243.02   (f) SUPERSEDED  2 1
 DO6087
 DO6087.Superseded values are not recommended for survey control.
 DO6087
 DO6087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6087.See file dsdata.pdf to determine how the superseded data were derived.
 DO6087
 DO6087_MARKER: DD = SURVEY DISK
 DO6087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6087_STAMPING: 8Q48 2010
 DO6087_MARK LOGO: WIDT
 DO6087_PROJECTION: FLUSH
 DO6087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6087+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DO6087
 DO6087  HISTORY     - Date     Condition        Report By
 DO6087  HISTORY     - 2011     MONUMENTED       WIDT
 DO6087  HISTORY     - 20120807 GOOD             WIDT
 DO6087
 DO6087                          STATION DESCRIPTION
 DO6087
 DO6087'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6087'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF
 DO6087'U.S. HIGHWAY 53 WITH COUNTY HIGHWAY E, APPROXIMATELY 9.5 MI (15.3 KM)
 DO6087'SOUTHWEST OF LAKE NEBAGAMON, 3.6 MI (5.8 KM) SOUTH-SOUTHEAST OF
 DO6087'BENNETT AND 3.5 MI (5.6 KM) NORTH OF SOLON SPRINGS.
 DO6087'
 DO6087'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6087'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6087'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6087'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6087'IS 31.7 M (104.0 FT) WEST OF THE CENTERLINE OF SOUTHBOUND U.S. HIGHWAY
 DO6087'53, 21.6 M (70.9 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY E, 37.5
 DO6087'M (123.0 FT) WEST-NORTHWEST OF A POWER POLE WITH A SINGLE GUY WIRE,
 DO6087'32.6 M (107.0 FT) SOUTHWEST OF A WOODEN POSTS FOR A -COUNTY E- ROUTE
 DO6087'SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6087'PLASTIC WITNESS POSTS.
 DO6087'
 DO6087'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6087'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6089 ***********************************************************************
 DO6089  DESIGNATION -  8Q49
 DO6089  PID         -  DO6089
 DO6089  STATE/COUNTY-  WI/DOUGLAS
 DO6089  COUNTRY     -  US
 DO6089  USGS QUAD   -  BENNETT (2018)
 DO6089
 DO6089                         *CURRENT SURVEY CONTROL
 DO6089  ______________________________________________________________________
 DO6089* NAD 83(1986) POSITION- 46 26 46.17   (N) 091 49 03.28   (W)   HD_HELD1
 DO6089* NAVD 88 ORTHO HEIGHT -   376.689 (meters)     1235.85  (feet) ADJUSTED
 DO6089  ______________________________________________________________________
 DO6089  GEOID HEIGHT    -        -27.289 (meters)                     GEOID18
 DO6089  DYNAMIC HEIGHT  -        376.731 (meters)     1235.99  (feet) COMP
 DO6089  MODELED GRAVITY -    980,715.4   (mgal)                       NAVD 88
 DO6089
 DO6089  VERT ORDER      -  SECOND    CLASS I
 DO6089
 DO6089.The horizontal coordinates were determined by differentially corrected
 DO6089.hand held GPS observations or other comparable positioning techniques
 DO6089.and have an estimated accuracy of +/- 3 meters.
 DO6089
 DO6089.The orthometric height was determined by differential leveling and
 DO6089.adjusted by the NATIONAL GEODETIC SURVEY
 DO6089.in February 2017.
 DO6089
 DO6089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6089.GEOID18 height accuracy estimate available here.
 DO6089
 DO6089.Click photographs - Photos may exist for this station.
 DO6089
 DO6089.The dynamic height is computed by dividing the NAVD 88
 DO6089.geopotential number by the normal gravity value computed on the
 DO6089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6089.degrees latitude (g = 980.6199 gals.).
 DO6089
 DO6089.The modeled gravity was interpolated from observed gravity values.
 DO6089
 DO6089;                    North         East    Units  Estimated Accuracy
 DO6089;SPC WI N     -   143,808.1     460,358.5     MT  (+/- 3 meters HH1 GPS) 
 DO6089
 DO6089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9081844299(NAD 83)
 DO6089
 DO6089                          SUPERSEDED SURVEY CONTROL
 DO6089
 DO6089  NAVD 88 (07/25/13)  376.702  (m)         1235.90   (f) SUPERSEDED  2 1
 DO6089
 DO6089.Superseded values are not recommended for survey control.
 DO6089
 DO6089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6089.See file dsdata.pdf to determine how the superseded data were derived.
 DO6089
 DO6089_MARKER: DD = SURVEY DISK
 DO6089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6089_STAMPING: 8Q49 2010
 DO6089_MARK LOGO: WIDT
 DO6089_PROJECTION: FLUSH
 DO6089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6089+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DO6089
 DO6089  HISTORY     - Date     Condition        Report By
 DO6089  HISTORY     - 2010     MONUMENTED       WIDT
 DO6089  HISTORY     - 20120806 GOOD             WIDT
 DO6089
 DO6089                          STATION DESCRIPTION
 DO6089
 DO6089'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6089'THE STATION IS LOCATED APPROXIMATELY 7.4 MI (11.9 KM) SOUTHWEST OF
 DO6089'LAKE NEBAGAMON, 6.4 MI (10.3 KM) NORTH OF SOLON SPRINGS AND 1.7 MI
 DO6089'(2.8 KM) EAST OF BENNETT.
 DO6089'
 DO6089'THE STATION IS IN THE NORTHWEST QUADRANT OF THE JUNCTION OF U.S.
 DO6089'HIGHWAY 53 WITH COUNTY HIGHWAY L, ABOUT 7 MI (11.3 KM) NORTH OF SOLON
 DO6089'SPRINGS.
 DO6089'
 DO6089'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6089'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6089'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6089'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6089'PAVEMENT.  THE STATION IS 36.7 M (120.4 FT) NORTH OF THE CENTERLINE OF
 DO6089'COUNTY HIGHWAY L, 16.3 M (53.5 FT) WEST OF THE CENTERLINE OF
 DO6089'SOUTHBOUND U.S. HIGHWAY 53, 46.3 M (151.9 FT) NORTHEAST OF A -COUNTY L
 DO6089'WEST- SIGN, 7.5 M (24.6 FT) WEST-SOUTHWEST OF A -COUNTY L- SIGN ALONG
 DO6089'U.S. HIGHWAY 53, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6089'THREE WHITE PLASTIC WITNESS POSTS.
 DO6089'
 DO6089'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6089'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED -COUNTY L- SIGN TO
 DO6089'THE EAST-NORTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6090 ***********************************************************************
 DO6090  DESIGNATION -  8Q50
 DO6090  PID         -  DO6090
 DO6090  STATE/COUNTY-  WI/DOUGLAS
 DO6090  COUNTRY     -  US
 DO6090  USGS QUAD   -  BENNETT (2018)
 DO6090
 DO6090                         *CURRENT SURVEY CONTROL
 DO6090  ______________________________________________________________________
 DO6090* NAD 83(1986) POSITION- 46 28 26.26   (N) 091 49 35.60   (W)   HD_HELD1
 DO6090* NAVD 88 ORTHO HEIGHT -   368.604 (meters)     1209.33  (feet) ADJUSTED
 DO6090  ______________________________________________________________________
 DO6090  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 DO6090  DYNAMIC HEIGHT  -        368.646 (meters)     1209.47  (feet) COMP
 DO6090  MODELED GRAVITY -    980,717.8   (mgal)                       NAVD 88
 DO6090
 DO6090  VERT ORDER      -  SECOND    CLASS I
 DO6090
 DO6090.The horizontal coordinates were determined by differentially corrected
 DO6090.hand held GPS observations or other comparable positioning techniques
 DO6090.and have an estimated accuracy of +/- 3 meters.
 DO6090
 DO6090.The orthometric height was determined by differential leveling and
 DO6090.adjusted by the NATIONAL GEODETIC SURVEY
 DO6090.in February 2017.
 DO6090
 DO6090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6090.GEOID18 height accuracy estimate available here.
 DO6090
 DO6090.Click photographs - Photos may exist for this station.
 DO6090
 DO6090.The dynamic height is computed by dividing the NAVD 88
 DO6090.geopotential number by the normal gravity value computed on the
 DO6090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6090.degrees latitude (g = 980.6199 gals.).
 DO6090
 DO6090.The modeled gravity was interpolated from observed gravity values.
 DO6090
 DO6090;                    North         East    Units  Estimated Accuracy
 DO6090;SPC WI N     -   146,913.6     459,740.0     MT  (+/- 3 meters HH1 GPS) 
 DO6090
 DO6090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9008347378(NAD 83)
 DO6090
 DO6090                          SUPERSEDED SURVEY CONTROL
 DO6090
 DO6090  NAVD 88 (07/25/13)  368.614  (m)         1209.36   (f) SUPERSEDED  2 1
 DO6090
 DO6090.Superseded values are not recommended for survey control.
 DO6090
 DO6090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6090.See file dsdata.pdf to determine how the superseded data were derived.
 DO6090
 DO6090_MARKER: DD = SURVEY DISK
 DO6090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6090_STAMPING: 8Q50 2010
 DO6090_MARK LOGO: WIDT
 DO6090_PROJECTION: FLUSH
 DO6090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6090+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2012
 DO6090
 DO6090  HISTORY     - Date     Condition        Report By
 DO6090  HISTORY     - 2010     MONUMENTED       WIDT
 DO6090  HISTORY     - 20120803 GOOD             WIDT
 DO6090
 DO6090                          STATION DESCRIPTION
 DO6090
 DO6090'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6090'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF POPLAR, 6.7 MI
 DO6090'(10.8 KM) WEST-SOUTHWEST OF LAKE NEBAGAMON AND 2.2 MI (3.5 KM)
 DO6090'NORTHEAST OF BENNETT.
 DO6090'
 DO6090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH COUNTY
 DO6090'HIGHWAY L LOCATED APPROXIMATELY 6 MI (9.7 KM) NORTH OF THE VILLAGE OF
 DO6090'SOLON SPRINGS, GO NORTH ON U.S. HIGHWAY 53 FOR 2.0 MI (3.2 KM) TO LINE
 DO6090'ROAD AND THE STATION ON THE LEFT.
 DO6090'
 DO6090'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6090'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6090'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6090'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6090'IS 28.3 M (92.8 FT) WEST OF THE CENTERLINE OF SOUTHBOUND U.S. HIGHWAY
 DO6090'53, 18 M (59.1 FT) SOUTH OF THE CENTERLINE OF LINE ROAD, 39.1 M (128.3
 DO6090'FT) NORTHWEST OF A -SOUTH USH 53- ROUTE SIGN, 15.1 M (49.5 FT)
 DO6090'SOUTHWEST OF A -STOP- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6090'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6090'
 DO6090'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6090'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5049 ***********************************************************************
 DN5049  DESIGNATION -  8R01
 DN5049  PID         -  DN5049
 DN5049  STATE/COUNTY-  WI/SAWYER
 DN5049  COUNTRY     -  US
 DN5049  USGS QUAD   -  SPIDER LAKE (2018)
 DN5049
 DN5049                         *CURRENT SURVEY CONTROL
 DN5049  ______________________________________________________________________
 DN5049* NAD 83(1986) POSITION- 46 01 35.89   (N) 091 11 51.09   (W)   HD_HELD1
 DN5049* NAVD 88 ORTHO HEIGHT -   424.948 (meters)     1394.18  (feet) ADJUSTED
 DN5049  ______________________________________________________________________
 DN5049  GEOID HEIGHT    -        -29.405 (meters)                     GEOID18
 DN5049  DYNAMIC HEIGHT  -        424.949 (meters)     1394.19  (feet) COMP
 DN5049  MODELED GRAVITY -    980,603.6   (mgal)                       NAVD 88
 DN5049
 DN5049  VERT ORDER      -  SECOND    CLASS I
 DN5049
 DN5049.The horizontal coordinates were determined by differentially corrected
 DN5049.hand held GPS observations or other comparable positioning techniques
 DN5049.and have an estimated accuracy of +/- 3 meters.
 DN5049
 DN5049.The orthometric height was determined by differential leveling and
 DN5049.adjusted by the WI DEPT OF TRANSP
 DN5049.in May 2012.
 DN5049
 DN5049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5049.GEOID18 height accuracy estimate available here.
 DN5049
 DN5049.Click photographs - Photos may exist for this station.
 DN5049
 DN5049.The dynamic height is computed by dividing the NAVD 88
 DN5049.geopotential number by the normal gravity value computed on the
 DN5049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5049.degrees latitude (g = 980.6199 gals.).
 DN5049
 DN5049.The modeled gravity was interpolated from observed gravity values.
 DN5049
 DN5049;                    North         East    Units  Estimated Accuracy
 DN5049;SPC WI N     -    96,279.3     507,288.6     MT  (+/- 3 meters HH1 GPS) 
 DN5049
 DN5049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3950298586(NAD 83)
 DN5049
 DN5049                          SUPERSEDED SURVEY CONTROL
 DN5049
 DN5049.No superseded survey control is available for this station.
 DN5049
 DN5049_MARKER: DD = SURVEY DISK
 DN5049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5049_STAMPING: 8R01 2006
 DN5049_MARK LOGO: WIDT
 DN5049_PROJECTION: FLUSH
 DN5049_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5049+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2010
 DN5049
 DN5049  HISTORY     - Date     Condition        Report By
 DN5049  HISTORY     - 2005     MONUMENTED       WIDT
 DN5049  HISTORY     - 20100515 GOOD             WIDT
 DN5049
 DN5049                          STATION DESCRIPTION
 DN5049
 DN5049'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5049'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5049'HIGHWAY A SOUTH AND UPPER A ROAD NORTH APPROXIMATELY 14 MI (22.5 KM)
 DN5049'NORTHEAST OF THE CITY OF HAYWARD, GO SOUTH ON COUNTY HIGHWAY A FOR 1.8
 DN5049'MI (2.9 KM) TO TWIN LAKE ROAD RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY
 DN5049'A FOR 0.90 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DN5049'
 DN5049'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5049'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5049'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5049'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5049'
 DN5049'THE STATION IS 11.6 M (38.1 FT) WEST OF THE CENTERLINE OF COUNTY
 DN5049'HIGHWAY A, 0.09 MI (0.1 KM) NORTH OF MOOSE LAKE ROAD, 33.4 M (109.6
 DN5049'FT) SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE -10941N-, 29.5 M (96.8
 DN5049'FT) WEST-NORTHWEST OF POWER POLE -41714-1-, 19.1 M (62.7 FT) SOUTH OF
 DN5049'A WOODEN CORNER FENCE POST, 16.3 M (53.5 FT) NORTH OF A WOODEN CORNER
 DN5049'FENCE POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5049'SURROUNDING THE STATION.
 DN5049'
 DN5049'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DN5049'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5035 ***********************************************************************
 DN5035  DESIGNATION -  8R02
 DN5035  PID         -  DN5035
 DN5035  STATE/COUNTY-  WI/SAWYER
 DN5035  COUNTRY     -  US
 DN5035  USGS QUAD   -  HAYWARD (2019)
 DN5035
 DN5035                         *CURRENT SURVEY CONTROL
 DN5035  ______________________________________________________________________
 DN5035* NAD 83(1986) POSITION- 46 03 27.23   (N) 091 26 26.60   (W)   HD_HELD1
 DN5035* NAVD 88 ORTHO HEIGHT -   373.924 (meters)     1226.78  (feet) ADJUSTED
 DN5035  ______________________________________________________________________
 DN5035  GEOID HEIGHT    -        -28.722 (meters)                     GEOID18
 DN5035  DYNAMIC HEIGHT  -        373.931 (meters)     1226.81  (feet) COMP
 DN5035  MODELED GRAVITY -    980,623.1   (mgal)                       NAVD 88
 DN5035
 DN5035  VERT ORDER      -  SECOND    CLASS I
 DN5035
 DN5035.The horizontal coordinates were determined by differentially corrected
 DN5035.hand held GPS observations or other comparable positioning techniques
 DN5035.and have an estimated accuracy of +/- 3 meters.
 DN5035
 DN5035.The orthometric height was determined by differential leveling and
 DN5035.adjusted by the WI DEPT OF TRANSP
 DN5035.in May 2012.
 DN5035
 DN5035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5035.GEOID18 height accuracy estimate available here.
 DN5035
 DN5035.Click photographs - Photos may exist for this station.
 DN5035
 DN5035.The dynamic height is computed by dividing the NAVD 88
 DN5035.geopotential number by the normal gravity value computed on the
 DN5035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5035.degrees latitude (g = 980.6199 gals.).
 DN5035
 DN5035.The modeled gravity was interpolated from observed gravity values.
 DN5035
 DN5035;                    North         East    Units  Estimated Accuracy
 DN5035;SPC WI N     -   100,028.9     488,524.7     MT  (+/- 3 meters HH1 GPS) 
 DN5035
 DN5035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2061201625(NAD 83)
 DN5035
 DN5035                          SUPERSEDED SURVEY CONTROL
 DN5035
 DN5035.No superseded survey control is available for this station.
 DN5035
 DN5035_MARKER: DD = SURVEY DISK
 DN5035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5035_STAMPING: 8R02 2006
 DN5035_MARK LOGO: WIDT
 DN5035_PROJECTION: FLUSH
 DN5035_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5035+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2009
 DN5035
 DN5035  HISTORY     - Date     Condition        Report By
 DN5035  HISTORY     - 2005     MONUMENTED       WIDT
 DN5035  HISTORY     - 20091218 GOOD             WIDT
 DN5035
 DN5035                          STATION DESCRIPTION
 DN5035
 DN5035'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5035'TO REACH THE STATION FROM THE JUNCTION OF USH 63/STH 77/STH 27(NORTH)
 DN5035'ON THE NORTH SIDE OF THE CITY OF HAYWARD, GO NORTH US HIGHWAY 63 FOR
 DN5035'3.2 MI (5.1 KM) TO THE SOUTH END OF STONE ROAD LEFT.  CONTINUE NORTH
 DN5035'ON US HIGHWAY 63 FOR 0.1 MI (0.2 KM) TO THE NORTH END OF STONE ROAD
 DN5035'LEFT.  CONTINUE NORTH ON US HIGHWAY 63 FOR 64 M (210.0 FT) TO THE
 DN5035'STATION ON THE LEFT.
 DN5035'
 DN5035'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5035'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5035'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5035'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5035'THE STATION IS 14.0 M (45.9 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DN5035'63, 63.5 M (208.3 FT) NORTH OF THE CENTERLINE OF STONE ROAD, 15.2 M
 DN5035'(49.9 FT) NORTHEAST OF A WOOD POLE WITH STAINLESS STEEL CANISTER -R5
 DN5035'4N- ATTACHED, 14.7 M (48.2 FT) NORTHEAST OF TELEPHONE PEDESTAL -1590-,
 DN5035'12.0 M (39.4 FT) NORTHEAST OF AN ORANGE OVER WHITE -WARNING FIBER
 DN5035'OPTIC CABLE- METAL SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5035'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5035'
 DN5035'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5035'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5037 ***********************************************************************
 DN5037  DESIGNATION -  8R03
 DN5037  PID         -  DN5037
 DN5037  STATE/COUNTY-  WI/SAWYER
 DN5037  COUNTRY     -  US
 DN5037  USGS QUAD   -  HAYWARD (2019)
 DN5037
 DN5037                         *CURRENT SURVEY CONTROL
 DN5037  ______________________________________________________________________
 DN5037* NAD 83(1986) POSITION- 46 05 53.30   (N) 091 23 44.89   (W)   HD_HELD1
 DN5037* NAVD 88 ORTHO HEIGHT -   380.405 (meters)     1248.05  (feet) ADJUSTED
 DN5037  ______________________________________________________________________
 DN5037  GEOID HEIGHT    -        -28.700 (meters)                     GEOID18
 DN5037  DYNAMIC HEIGHT  -        380.414 (meters)     1248.07  (feet) COMP
 DN5037  MODELED GRAVITY -    980,626.0   (mgal)                       NAVD 88
 DN5037
 DN5037  VERT ORDER      -  SECOND    CLASS I
 DN5037
 DN5037.The horizontal coordinates were determined by differentially corrected
 DN5037.hand held GPS observations or other comparable positioning techniques
 DN5037.and have an estimated accuracy of +/- 3 meters.
 DN5037
 DN5037.The orthometric height was determined by differential leveling and
 DN5037.adjusted by the WI DEPT OF TRANSP
 DN5037.in May 2012.
 DN5037
 DN5037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5037.GEOID18 height accuracy estimate available here.
 DN5037
 DN5037.Click photographs - Photos may exist for this station.
 DN5037
 DN5037.The dynamic height is computed by dividing the NAVD 88
 DN5037.geopotential number by the normal gravity value computed on the
 DN5037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5037.degrees latitude (g = 980.6199 gals.).
 DN5037
 DN5037.The modeled gravity was interpolated from observed gravity values.
 DN5037
 DN5037;                    North         East    Units  Estimated Accuracy
 DN5037;SPC WI N     -   104,475.9     492,079.2     MT  (+/- 3 meters HH1 GPS) 
 DN5037
 DN5037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2399606202(NAD 83)
 DN5037
 DN5037                          SUPERSEDED SURVEY CONTROL
 DN5037
 DN5037.No superseded survey control is available for this station.
 DN5037
 DN5037_MARKER: DD = SURVEY DISK
 DN5037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5037_STAMPING: 8R03 2006
 DN5037_MARK LOGO: WIDT
 DN5037_PROJECTION: FLUSH
 DN5037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5037+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2009
 DN5037
 DN5037  HISTORY     - Date     Condition        Report By
 DN5037  HISTORY     - 2005     MONUMENTED       WIDT
 DN5037  HISTORY     - 20091218 GOOD             WIDT
 DN5037
 DN5037                          STATION DESCRIPTION
 DN5037
 DN5037'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5037'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5037'HIGHWAY OO IN THE COMMUNITY OF SEELEY APPROXIMATELY 9 MI (14.5 KM)
 DN5037'NORTHEAST OF THE CITY OF HAYWARD, GO SOUTHWEST ON US HIGHWAY 63 FOR
 DN5037'1.9 MI (3.1 KM) TO LARSEN ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 DN5037'LARSEN ROAD FOR 0.1 MI (0.2 KM) TO PFEIFER ROAD (LEFT) AND LARSEN ROAD
 DN5037'(CURVING RIGHT) INTERSECTION.  TURN LEFT AND GO WEST ON PFEIFER ROAD
 DN5037'FOR 0.5 MI (0.8 KM) TO PFEIFER ROAD (CURVING LEFT) AND TAGALDER ROAD
 DN5037'(AHEAD), CURVE LEFT AND GO SOUTH ON PFEIFER ROAD FOR 0.06 MI (0.1 KM)
 DN5037'TO THE STATION ON THE LEFT.
 DN5037'
 DN5037'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5037'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5037'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5037'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5037'
 DN5037'THE STATION IS 8 M (26.2 FT) EAST OF THE CENTERLINE OF PFEIFER ROAD,
 DN5037'0.89 MI (1.4 KM) NORTH OF US HIGHWAY 63, 49.0 M (160.8 FT) SOUTH OF
 DN5037'THE CENTERLINE OF PRIVATE ENTRANCE -12888N-, 31.0 M (101.7 FT) SOUTH
 DN5037'OF A WOODEN FENCE POST, 26.5 M (86.9 FT) EAST-SOUTHEAST OF A POWER
 DN5037'POLE -29-42/89-, 0.3 M (1.0 FT) WEST OF A WIRE FENCE AND IS 1 M (3.3
 DN5037'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5037'
 DN5037'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5037'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5038 ***********************************************************************
 DN5038  DESIGNATION -  8R04
 DN5038  PID         -  DN5038
 DN5038  STATE/COUNTY-  WI/SAWYER
 DN5038  COUNTRY     -  US
 DN5038  USGS QUAD   -  HAYWARD (2019)
 DN5038
 DN5038                         *CURRENT SURVEY CONTROL
 DN5038  ______________________________________________________________________
 DN5038* NAD 83(1986) POSITION- 46 06 14.0    (N) 091 22 43.1    (W)   HD_HELD2
 DN5038* NAVD 88 ORTHO HEIGHT -   384.459 (meters)     1261.35  (feet) ADJUSTED
 DN5038  ______________________________________________________________________
 DN5038  GEOID HEIGHT    -        -28.745 (meters)                     GEOID18
 DN5038  DYNAMIC HEIGHT  -        384.467 (meters)     1261.37  (feet) COMP
 DN5038  MODELED GRAVITY -    980,623.7   (mgal)                       NAVD 88
 DN5038
 DN5038  VERT ORDER      -  SECOND    CLASS I
 DN5038
 DN5038.The horizontal coordinates were established by autonomous hand held GPS
 DN5038.observations and have an estimated accuracy of +/- 10 meters.
 DN5038
 DN5038.The orthometric height was determined by differential leveling and
 DN5038.adjusted by the WI DEPT OF TRANSP
 DN5038.in May 2012.
 DN5038
 DN5038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5038.GEOID18 height accuracy estimate available here.
 DN5038
 DN5038.Click photographs - Photos may exist for this station.
 DN5038
 DN5038.The dynamic height is computed by dividing the NAVD 88
 DN5038.geopotential number by the normal gravity value computed on the
 DN5038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5038.degrees latitude (g = 980.6199 gals.).
 DN5038
 DN5038.The modeled gravity was interpolated from observed gravity values.
 DN5038
 DN5038;                    North         East    Units  Estimated Accuracy
 DN5038;SPC WI N     -   105,092.      493,417.      MT  (+/- 10 meters HH2 GPS)
 DN5038
 DN5038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2530906868(NAD 83)
 DN5038
 DN5038                          SUPERSEDED SURVEY CONTROL
 DN5038
 DN5038.No superseded survey control is available for this station.
 DN5038
 DN5038_MARKER: DD = SURVEY DISK
 DN5038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5038_STAMPING: 8R04 2006
 DN5038_MARK LOGO: WIDT
 DN5038_PROJECTION: FLUSH
 DN5038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5038+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2009
 DN5038
 DN5038  HISTORY     - Date     Condition        Report By
 DN5038  HISTORY     - 2005     MONUMENTED       WIDT
 DN5038  HISTORY     - 20091219 GOOD             WIDT
 DN5038
 DN5038                          STATION DESCRIPTION
 DN5038
 DN5038'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5038'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5038'HIGHWAY OO IN THE COMMUNITY OF SEELEY APPROXIMATELY 9 MI (14.5 KM)
 DN5038'NORTHEAST OF THE CITY OF HAYWARD, GO SOUTHWEST ON US HIGHWAY 63 FOR
 DN5038'0.6 MI (1.0 KM) TO STARK ROAD LEFT.  CONTINUE SOUTHWEST ON US HIGHWAY
 DN5038'63 FOR 0.81 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DN5038'
 DN5038'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5038'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5038'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5038'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DN5038'PAVEMENT.
 DN5038'
 DN5038'THE STATION IS 20.9 M (68.6 FT) NORTHWEST OF THE CENTERLINE OF US
 DN5038'HIGHWAY 63, 0.35 MI (0.6 KM) NORTHEAST OF THANNUM FIRELANE EAST, 40.5
 DN5038'M (132.9 FT) NORTHEAST OF AN ORANGE OVER WHITE -WARNING BURIED CABLE-
 DN5038'POST, 4.2 M (13.8 FT) SOUTH OF A METAL RIGHT-OF-WAY POST AND IS 1 M
 DN5038'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5038'
 DN5038'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5038'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5039 ***********************************************************************
 DN5039  DESIGNATION -  8R05
 DN5039  PID         -  DN5039
 DN5039  STATE/COUNTY-  WI/SAWYER
 DN5039  COUNTRY     -  US
 DN5039  USGS QUAD   -  SEELEY (2019)
 DN5039
 DN5039                         *CURRENT SURVEY CONTROL
 DN5039  ______________________________________________________________________
 DN5039* NAD 83(1986) POSITION- 46 07 15.3    (N) 091 21 49.1    (W)   HD_HELD2
 DN5039* NAVD 88 ORTHO HEIGHT -   383.465 (meters)     1258.08  (feet) ADJUSTED
 DN5039  ______________________________________________________________________
 DN5039  GEOID HEIGHT    -        -28.744 (meters)                     GEOID18
 DN5039  DYNAMIC HEIGHT  -        383.473 (meters)     1258.11  (feet) COMP
 DN5039  MODELED GRAVITY -    980,623.8   (mgal)                       NAVD 88
 DN5039
 DN5039  VERT ORDER      -  SECOND    CLASS I
 DN5039
 DN5039.The horizontal coordinates were established by autonomous hand held GPS
 DN5039.observations and have an estimated accuracy of +/- 10 meters.
 DN5039
 DN5039.The orthometric height was determined by differential leveling and
 DN5039.adjusted by the WI DEPT OF TRANSP
 DN5039.in May 2012.
 DN5039
 DN5039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5039.GEOID18 height accuracy estimate available here.
 DN5039
 DN5039.Click photographs - Photos may exist for this station.
 DN5039
 DN5039.The dynamic height is computed by dividing the NAVD 88
 DN5039.geopotential number by the normal gravity value computed on the
 DN5039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5039.degrees latitude (g = 980.6199 gals.).
 DN5039
 DN5039.The modeled gravity was interpolated from observed gravity values.
 DN5039
 DN5039;                    North         East    Units  Estimated Accuracy
 DN5039;SPC WI N     -   106,964.      494,609.      MT  (+/- 10 meters HH2 GPS)
 DN5039
 DN5039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2643008783(NAD 83)
 DN5039
 DN5039                          SUPERSEDED SURVEY CONTROL
 DN5039
 DN5039.No superseded survey control is available for this station.
 DN5039
 DN5039_MARKER: DD = SURVEY DISK
 DN5039_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5039_SP_SET: BRIDGE ABUTMENT
 DN5039_STAMPING: 8R05 2006
 DN5039_MARK LOGO: WIDT
 DN5039_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5039+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2009
 DN5039
 DN5039  HISTORY     - Date     Condition        Report By
 DN5039  HISTORY     - 2006     MONUMENTED       WIDT
 DN5039  HISTORY     - 20091219 GOOD             WIDT
 DN5039
 DN5039                          STATION DESCRIPTION
 DN5039
 DN5039'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5039'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5039'HIGHWAY OO IN THE COMMUNITY OF SEELEY APPROXIMATELY 9 MI (14.5 KM)
 DN5039'NORTHEAST OF THE CITY OF HAYWARD, GO SOUTHWEST ON US HIGHWAY 63 FOR 70
 DN5039'M (229.7 FT) TO TOWN HALL ROAD RIGHT.  TURN RIGHT AND GO WEST ON TOWN
 DN5039'HALL ROAD FOR 0.1 MI (0.2 KM) TO A -ROAD CLOSED- SIGN.  THE BRIDGE HAS
 DN5039'BEEN REMOVED, BUT THE ABUTMENT WHERE THE STATION IS LOCATED REMAINS
 DN5039'INTACT.
 DN5039'
 DN5039'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5039'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5039'THE NORTH END OF THE EAST BRIDGE ABUTMENT APPROXIMATELY LEVEL WITH THE
 DN5039'ROAD PAVEMENT.
 DN5039'
 DN5039'THE STATION IS 2 M (6.6 FT) SOUTHWEST OF A FIRE DEPARTMENT HYDRANT,
 DN5039'1.2 M (3.9 FT) NORTHWEST OF THE NORTH POST OF A ROAD CLOSED SIGN, 0.3
 DN5039'M (1.0 FT) SOUTH OF THE NORTH END OF THE ABUTMENT AND 0.4 M (1.3 FT)
 DN5039'SOUTH OF A WHITE PLASTIC WITNESS POST.
 DN5039'
 DN5039'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTH
 DN5039'EXTENDING TO 60 DEGREES, TREES TO THE NORTHEAST EXTENDING TO 80
 DN5039'DEGREES AND TREES IN THE WEST QUADRANTS EXTENDING TO 20 DEGREES ABOVE
 DN5039'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5040 ***********************************************************************
 DN5040  DESIGNATION -  8R06
 DN5040  PID         -  DN5040
 DN5040  STATE/COUNTY-  WI/SAWYER
 DN5040  COUNTRY     -  US
 DN5040  USGS QUAD   -  CABLE (2019)
 DN5040
 DN5040                         *CURRENT SURVEY CONTROL
 DN5040  ______________________________________________________________________
 DN5040* NAD 83(1986) POSITION- 46 08 29.0    (N) 091 20 13.7    (W)   HD_HELD2
 DN5040* NAVD 88 ORTHO HEIGHT -   389.538 (meters)     1278.01  (feet) ADJUSTED
 DN5040  ______________________________________________________________________
 DN5040  GEOID HEIGHT    -        -28.787 (meters)                     GEOID18
 DN5040  DYNAMIC HEIGHT  -        389.545 (meters)     1278.03  (feet) COMP
 DN5040  MODELED GRAVITY -    980,621.5   (mgal)                       NAVD 88
 DN5040
 DN5040  VERT ORDER      -  SECOND    CLASS I
 DN5040
 DN5040.The horizontal coordinates were established by autonomous hand held GPS
 DN5040.observations and have an estimated accuracy of +/- 10 meters.
 DN5040
 DN5040.The orthometric height was determined by differential leveling and
 DN5040.adjusted by the WI DEPT OF TRANSP
 DN5040.in May 2012.
 DN5040
 DN5040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5040.GEOID18 height accuracy estimate available here.
 DN5040
 DN5040.Click photographs - Photos may exist for this station.
 DN5040
 DN5040.The dynamic height is computed by dividing the NAVD 88
 DN5040.geopotential number by the normal gravity value computed on the
 DN5040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5040.degrees latitude (g = 980.6199 gals.).
 DN5040
 DN5040.The modeled gravity was interpolated from observed gravity values.
 DN5040
 DN5040;                    North         East    Units  Estimated Accuracy
 DN5040;SPC WI N     -   109,204.      496,695.      MT  (+/- 10 meters HH2 GPS)
 DN5040
 DN5040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2843011100(NAD 83)
 DN5040
 DN5040                          SUPERSEDED SURVEY CONTROL
 DN5040
 DN5040.No superseded survey control is available for this station.
 DN5040
 DN5040_MARKER: DD = SURVEY DISK
 DN5040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5040_STAMPING: 8R06 2006
 DN5040_MARK LOGO: WIDT
 DN5040_PROJECTION: FLUSH
 DN5040_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5040+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2009
 DN5040
 DN5040  HISTORY     - Date     Condition        Report By
 DN5040  HISTORY     - 2005     MONUMENTED       WIDT
 DN5040  HISTORY     - 20091220 GOOD             WIDT
 DN5040
 DN5040                          STATION DESCRIPTION
 DN5040
 DN5040'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5040'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5040'HIGHWAY OO IN THE COMMUNITY OF SEELEY APPROXIMATELY 9 MI (14.5 KM)
 DN5040'NORTHEAST OF THE CITY OF HAYWARD, GO NORTHEAST ON US HIGHWAY 63 FOR
 DN5040'2.0 MI (3.2 KM) TO THE NORTH END OF COOK ROAD LEFT AND NORTHERN LIGHTS
 DN5040'ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON NORTHERN LIGHTS ROAD FOR
 DN5040'70 M (229.7 FT) TO THE STATION ON THE RIGHT.
 DN5040'
 DN5040'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5040'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5040'INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, FLUSH WITH THE
 DN5040'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5040'
 DN5040'THE STATION IS 7.9 M (25.9 FT) SOUTHWEST OF THE CENTERLINE OF NORTHERN
 DN5040'LIGHTS ROAD, 77 M (252.6 FT) SOUTHEAST OF THE CENTERLINE OF US HIGHWAY
 DN5040'63, 68 M (223.1 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF BOEDECKER
 DN5040'ROAD, 45.0 M (147.6 FT) WEST OF FIBER OPTIC PEDESTAL -CW-HY 2- GUARDED
 DN5040'BY TWO WOODEN POSTS, 30.5 M (100.1 FT) SOUTHEAST OF A -SPEED LIMIT 45-
 DN5040'METAL SIGN POST, 21.4 M (70.2 FT) SOUTHEAST OF A -SNOWMOBILE-ATV
 DN5040'ROUTE- METAL SIGN POST AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5040'T-POSTS SURROUNDING THE STATION.
 DN5040'
 DN5040'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5040'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5043 ***********************************************************************
 DN5043  DESIGNATION -  8R07
 DN5043  PID         -  DN5043
 DN5043  STATE/COUNTY-  WI/BAYFIELD
 DN5043  COUNTRY     -  US
 DN5043  USGS QUAD   -  CABLE (2019)
 DN5043
 DN5043                         *CURRENT SURVEY CONTROL
 DN5043  ______________________________________________________________________
 DN5043* NAD 83(1986) POSITION- 46 12 25.76   (N) 091 17 43.40   (W)   HD_HELD1
 DN5043* NAVD 88 ORTHO HEIGHT -   417.326 (meters)     1369.18  (feet) ADJUSTED
 DN5043  ______________________________________________________________________
 DN5043  GEOID HEIGHT    -        -28.831 (meters)                     GEOID18
 DN5043  DYNAMIC HEIGHT  -        417.338 (meters)     1369.22  (feet) COMP
 DN5043  MODELED GRAVITY -    980,631.5   (mgal)                       NAVD 88
 DN5043
 DN5043  VERT ORDER      -  SECOND    CLASS I
 DN5043
 DN5043.The horizontal coordinates were determined by differentially corrected
 DN5043.hand held GPS observations or other comparable positioning techniques
 DN5043.and have an estimated accuracy of +/- 3 meters.
 DN5043
 DN5043.The orthometric height was determined by differential leveling and
 DN5043.adjusted by the WI DEPT OF TRANSP
 DN5043.in May 2012.
 DN5043
 DN5043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5043.GEOID18 height accuracy estimate available here.
 DN5043
 DN5043.Click photographs - Photos may exist for this station.
 DN5043
 DN5043.The dynamic height is computed by dividing the NAVD 88
 DN5043.geopotential number by the normal gravity value computed on the
 DN5043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5043.degrees latitude (g = 980.6199 gals.).
 DN5043
 DN5043.The modeled gravity was interpolated from observed gravity values.
 DN5043
 DN5043;                    North         East    Units  Estimated Accuracy
 DN5043;SPC WI N     -   116,459.8     500,039.9     MT  (+/- 3 meters HH1 GPS) 
 DN5043
 DN5043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3149718476(NAD 83)
 DN5043
 DN5043                          SUPERSEDED SURVEY CONTROL
 DN5043
 DN5043.No superseded survey control is available for this station.
 DN5043
 DN5043_MARKER: DD = SURVEY DISK
 DN5043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5043_STAMPING: 8R07 2006
 DN5043_MARK LOGO: WIDT
 DN5043_PROJECTION: FLUSH
 DN5043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5043+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DN5043
 DN5043  HISTORY     - Date     Condition        Report By
 DN5043  HISTORY     - 2005     MONUMENTED       WIDT
 DN5043  HISTORY     - 20091221 GOOD             WIDT
 DN5043  HISTORY     - 20120827 GOOD             WIDT
 DN5043
 DN5043                          STATION DESCRIPTION
 DN5043
 DN5043'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5043'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5043'HIGHWAY M ON THE WEST SIDE OF THE COMMUNITY OF CABLE, GO SOUTH ON US
 DN5043'HIGHWAY 63 FOR 74 M (242.8 FT) TO THE STATION ON THE LEFT.
 DN5043'
 DN5043'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5043'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5043'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5043'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5043'
 DN5043'THE STATION IS 11.4 M (37.4 FT) EAST OF THE YELLOW PAINTED CENTERLINE
 DN5043'OF US HIGHWAY 63, 4.0 M (13.1 FT) EAST OF THE BACK SIDE OF A CONCRETE
 DN5043'HIGHWAY CURB, 62 M (203.4 FT) NORTH OF THE CENTERLINE OF PRIVATE
 DN5043'ENTRANCE -43440-, 23.7 M (77.8 FT) SOUTH OF THE CENTERLINE OF PAVED
 DN5043'ENTRANCE TO -CABLE CORNER BAR AND GRILL- AND IS 1 M (3.3 FT) FROM
 DN5043'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5043'
 DN5043'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5043'DEGREES ABOVE THE HORIZON.
 DN5043
 DN5043                          STATION RECOVERY (2012)
 DN5043
 DN5043'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DN5043'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5042 ***********************************************************************
 DN5042  DESIGNATION -  8R08
 DN5042  PID         -  DN5042
 DN5042  STATE/COUNTY-  WI/BAYFIELD
 DN5042  COUNTRY     -  US
 DN5042  USGS QUAD   -  CABLE (2019)
 DN5042
 DN5042                         *CURRENT SURVEY CONTROL
 DN5042  ______________________________________________________________________
 DN5042* NAD 83(1986) POSITION- 46 11 38.     (N) 091 18 43.     (W)   SCALED
 DN5042* NAVD 88 ORTHO HEIGHT -   411.759 (meters)     1350.91  (feet) ADJUSTED
 DN5042  ______________________________________________________________________
 DN5042  GEOID HEIGHT    -        -28.778 (meters)                     GEOID18
 DN5042  DYNAMIC HEIGHT  -        411.771 (meters)     1350.95  (feet) COMP
 DN5042  MODELED GRAVITY -    980,630.5   (mgal)                       NAVD 88
 DN5042
 DN5042  VERT ORDER      -  SECOND    CLASS I
 DN5042
 DN5042.The horizontal coordinates were scaled from a map and have
 DN5042.an estimated accuracy of +/- 6 seconds.
 DN5042
 DN5042.The orthometric height was determined by differential leveling and
 DN5042.adjusted by the WI DEPT OF TRANSP
 DN5042.in May 2012.
 DN5042
 DN5042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5042.GEOID18 height accuracy estimate available here.
 DN5042
 DN5042.Click photographs - Photos may exist for this station.
 DN5042
 DN5042.The dynamic height is computed by dividing the NAVD 88
 DN5042.geopotential number by the normal gravity value computed on the
 DN5042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5042.degrees latitude (g = 980.6199 gals.).
 DN5042
 DN5042.The modeled gravity was interpolated from observed gravity values.
 DN5042
 DN5042;                    North         East    Units  Estimated Accuracy
 DN5042;SPC WI N     -   115,010.      498,740.      MT  (+/- 180 meters Scaled)
 DN5042
 DN5042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM302169(NAD 83)
 DN5042
 DN5042                          SUPERSEDED SURVEY CONTROL
 DN5042
 DN5042.No superseded survey control is available for this station.
 DN5042
 DN5042_MARKER: DD = SURVEY DISK
 DN5042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5042_STAMPING: 8R08 2009
 DN5042_MARK LOGO: WIDT
 DN5042_PROJECTION: FLUSH
 DN5042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5042+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2009
 DN5042
 DN5042  HISTORY     - Date     Condition        Report By
 DN5042  HISTORY     - 2009     MONUMENTED       WIDT
 DN5042  HISTORY     - 20091220 GOOD             WIDT
 DN5042
 DN5042                          STATION DESCRIPTION
 DN5042
 DN5042'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN5042'TO REACH THE STATION FROM THE JUNCTION OF USH 63 AND COUNTY HIGHWAY M
 DN5042'ON THE WEST SIDE OF THE COMMUNITY OF CABLE, GO SOUTHWEST ON USH 63 FOR
 DN5042'APPROXIMATELY 1.24 MI (2.0 KM) TO SHORT ROAD AND THE STATION ON THE
 DN5042'RIGHT.
 DN5042'
 DN5042'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5042'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT APPROXIMATELY
 DN5042'LEVEL WITH THE USH 63 SURFACE.
 DN5042'
 DN5042'THE STATION IS 20 M (65.6 FT) NORTHWEST OF USH 63 CENTERLINE, 40 FT
 DN5042'(12.2 M) NORTHEAST OF THE EAST EDGE OF SHORT ROAD PAVEMENT AND IS 1 M
 DN5042'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5042'
 DN5042'NOTE-VISIBLE OBSTRUCTIONS EXTEND TO 30 DEGREES OR BELOW IN ALL
 DN5042'QUADRANTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4958 ***********************************************************************
 DN4958  DESIGNATION -  8R09
 DN4958  PID         -  DN4958
 DN4958  STATE/COUNTY-  WI/SAWYER
 DN4958  COUNTRY     -  US
 DN4958  USGS QUAD   -  HAYWARD (2019)
 DN4958
 DN4958                         *CURRENT SURVEY CONTROL
 DN4958  ______________________________________________________________________
 DN4958* NAD 83(1986) POSITION- 46 02 07.53   (N) 091 26 51.98   (W)   HD_HELD1
 DN4958* NAVD 88 ORTHO HEIGHT -   370.229 (meters)     1214.66  (feet) ADJUSTED
 DN4958  ______________________________________________________________________
 DN4958  GEOID HEIGHT    -        -28.813 (meters)                     GEOID18
 DN4958  DYNAMIC HEIGHT  -        370.234 (meters)     1214.68  (feet) COMP
 DN4958  MODELED GRAVITY -    980,617.2   (mgal)                       NAVD 88
 DN4958
 DN4958  VERT ORDER      -  SECOND    CLASS I
 DN4958
 DN4958.The horizontal coordinates were determined by differentially corrected
 DN4958.hand held GPS observations or other comparable positioning techniques
 DN4958.and have an estimated accuracy of +/- 3 meters.
 DN4958
 DN4958.The orthometric height was determined by differential leveling and
 DN4958.adjusted by the WI DEPT OF TRANSP
 DN4958.in May 2012.
 DN4958
 DN4958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4958.GEOID18 height accuracy estimate available here.
 DN4958
 DN4958.Click photographs - Photos may exist for this station.
 DN4958
 DN4958.The dynamic height is computed by dividing the NAVD 88
 DN4958.geopotential number by the normal gravity value computed on the
 DN4958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4958.degrees latitude (g = 980.6199 gals.).
 DN4958
 DN4958.The modeled gravity was interpolated from observed gravity values.
 DN4958
 DN4958;                    North         East    Units  Estimated Accuracy
 DN4958;SPC WI N     -    97,578.6     487,934.4     MT  (+/- 3 meters HH1 GPS) 
 DN4958
 DN4958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2011599154(NAD 83)
 DN4958
 DN4958                          SUPERSEDED SURVEY CONTROL
 DN4958
 DN4958.No superseded survey control is available for this station.
 DN4958
 DN4958_MARKER: DD = SURVEY DISK
 DN4958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4958_STAMPING: 8R09 2009
 DN4958_MARK LOGO: WIDT
 DN4958_PROJECTION: FLUSH
 DN4958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4958+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2009
 DN4958
 DN4958  HISTORY     - Date     Condition        Report By
 DN4958  HISTORY     - 2009     MONUMENTED       WIDT
 DN4958  HISTORY     - 20091217 GOOD             WIDT
 DN4958
 DN4958                          STATION DESCRIPTION
 DN4958
 DN4958'DESCRIBED BY WI DEPT OF TRANSP 2009 (DSA)
 DN4958'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND STATE
 DN4958'HIGHWAY 63 IN HAYWARD, GO NORTH ON STATE HIGHWAY 63 FOR APPROXIMATELY
 DN4958'1.78 MI (2.9 KM) TO THE STATION ON THE RIGHT BETWEEN STATE HIGHWAY 63
 DN4958'AND ATV TRAIL.
 DN4958'
 DN4958'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN4958'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN4958'GROUND AND APPROXIMATELY 2 FT (0.6 M) BELOW THE STATE HIGHWAY 63
 DN4958'PAVEMENT.
 DN4958'
 DN4958'THE STATION IS 50 FT (15.2 M) SOUTHEAST OF STATE HIGHWAY 63
 DN4958'CENTERLINE, 300 FT (91.4 M) SOUTHWEST OF RISBERG ROAD, 20 M (65.6 FT)
 DN4958'NORTHWEST OF POWER POLE '9W 14-98/59' AND IS 1 M (3.3 FT) FROM THREE
 DN4958'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN4958'
 DN4958'NOTE-VISIBLE OBSTRUCTIONS INCLUDE TREES EXTENDING TO 20 DEGREES ABOVE
 DN4958'THE HORIZON IN THE NORTHEAST AND NORTHWEST QUADRANTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6118 ***********************************************************************
 DO6118  DESIGNATION -  8R21
 DO6118  PID         -  DO6118
 DO6118  STATE/COUNTY-  WI/BAYFIELD
 DO6118  COUNTRY     -  US
 DO6118  USGS QUAD   -  UPPER EAU CLAIRE LAKE (2018)
 DO6118
 DO6118                         *CURRENT SURVEY CONTROL
 DO6118  ______________________________________________________________________
 DO6118* NAD 83(1986) POSITION- 46 22 22.6    (N) 091 25 39.2    (W)   HD_HELD2
 DO6118* NAVD 88 ORTHO HEIGHT -   378.607 (meters)     1242.15  (feet) ADJUSTED
 DO6118  ______________________________________________________________________
 DO6118  GEOID HEIGHT    -        -28.423 (meters)                     GEOID18
 DO6118  DYNAMIC HEIGHT  -        378.637 (meters)     1242.24  (feet) COMP
 DO6118  MODELED GRAVITY -    980,682.7   (mgal)                       NAVD 88
 DO6118
 DO6118  VERT ORDER      -  SECOND    CLASS I
 DO6118
 DO6118.The horizontal coordinates were established by autonomous hand held GPS
 DO6118.observations and have an estimated accuracy of +/- 10 meters.
 DO6118
 DO6118.The orthometric height was determined by differential leveling and
 DO6118.adjusted by the NATIONAL GEODETIC SURVEY
 DO6118.in February 2017.
 DO6118
 DO6118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6118.GEOID18 height accuracy estimate available here.
 DO6118
 DO6118.Click photographs - Photos may exist for this station.
 DO6118
 DO6118.The dynamic height is computed by dividing the NAVD 88
 DO6118.geopotential number by the normal gravity value computed on the
 DO6118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6118.degrees latitude (g = 980.6199 gals.).
 DO6118
 DO6118.The modeled gravity was interpolated from observed gravity values.
 DO6118
 DO6118;                    North         East    Units  Estimated Accuracy
 DO6118;SPC WI N     -   135,059.      490,173.      MT  (+/- 10 meters HH2 GPS)
 DO6118
 DO6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2093636686(NAD 83)
 DO6118
 DO6118                          SUPERSEDED SURVEY CONTROL
 DO6118
 DO6118  NAVD 88 (07/25/13)  378.620  (m)         1242.19   (f) SUPERSEDED  2 1
 DO6118
 DO6118.Superseded values are not recommended for survey control.
 DO6118
 DO6118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6118.See file dsdata.pdf to determine how the superseded data were derived.
 DO6118
 DO6118_MARKER: DD = SURVEY DISK
 DO6118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6118_STAMPING: 8R21 2010
 DO6118_MARK LOGO: WIDT
 DO6118_PROJECTION: FLUSH
 DO6118_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6118+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 DO6118
 DO6118  HISTORY     - Date     Condition        Report By
 DO6118  HISTORY     - 2010     MONUMENTED       WIDT
 DO6118  HISTORY     - 20120828 GOOD             WIDT
 DO6118
 DO6118                          STATION DESCRIPTION
 DO6118
 DO6118'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6118'THE STATION IS LOCATED ABOUT 13.1 MI (21.1 KM) NORTH-NORTHWEST OF
 DO6118'CABLE, 10.2 MI (16.4 KM) SOUTHWEST OF DELTA AND 8.5 MI (13.7 KM)
 DO6118'WEST-NORTHWEST OF DRUMMOND.
 DO6118'
 DO6118'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DO6118'HIGHWAY N LOCATED APPROXIMATELY 19 MI (30.6 KM) EAST OF THE VILLAGE OF
 DO6118'SOLON SPRINGS, GO NORTH ON COUNTY HIGHWAY A FOR 2.25 MI (3.6 KM) TO
 DO6118'HALL ROAD AND THE STATION ON THE LEFT.
 DO6118'
 DO6118'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6118'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6118'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6118'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.
 DO6118'THE STATION IS 11.7 M (38.4 FT) WEST OF THE CENTERLINE OF COUNTY
 DO6118'HIGHWAY A, 20 M (65.6 FT) NORTH OF THE CENTERLINE OF HALL ROAD, 30.9 M
 DO6118'(101.4 FT) NORTH-NORTHEAST OF A TELEPHONE JUNCTION BOX --BT A 15--,
 DO6118'25.2 M (82.7 FT) NORTHWEST OF A POWER POLE --370 F32-- WITH A SINGLE
 DO6118'GUY WIRE TO THE EAST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6118'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6118'
 DO6118'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES
 DO6118'SURROUNDING THE STATION EXTENDING HIGHER THAN 40 DEGREES ABOVE THE
 DO6118'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6119 ***********************************************************************
 DO6119  DESIGNATION -  8R22
 DO6119  PID         -  DO6119
 DO6119  STATE/COUNTY-  WI/BAYFIELD
 DO6119  COUNTRY     -  US
 DO6119  USGS QUAD   -  DRUMMOND NW (2018)
 DO6119
 DO6119                         *CURRENT SURVEY CONTROL
 DO6119  ______________________________________________________________________
 DO6119* NAD 83(1986) POSITION- 46 23 55.45   (N) 091 26 51.51   (W)   HD_HELD1
 DO6119* NAVD 88 ORTHO HEIGHT -   368.101 (meters)     1207.68  (feet) ADJUSTED
 DO6119  ______________________________________________________________________
 DO6119  GEOID HEIGHT    -        -28.481 (meters)                     GEOID18
 DO6119  DYNAMIC HEIGHT  -        368.128 (meters)     1207.77  (feet) COMP
 DO6119  MODELED GRAVITY -    980,677.6   (mgal)                       NAVD 88
 DO6119
 DO6119  VERT ORDER      -  SECOND    CLASS I
 DO6119
 DO6119.The horizontal coordinates were determined by differentially corrected
 DO6119.hand held GPS observations or other comparable positioning techniques
 DO6119.and have an estimated accuracy of +/- 3 meters.
 DO6119
 DO6119.The orthometric height was determined by differential leveling and
 DO6119.adjusted by the NATIONAL GEODETIC SURVEY
 DO6119.in February 2017.
 DO6119
 DO6119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6119.GEOID18 height accuracy estimate available here.
 DO6119
 DO6119.Click photographs - Photos may exist for this station.
 DO6119
 DO6119.The dynamic height is computed by dividing the NAVD 88
 DO6119.geopotential number by the normal gravity value computed on the
 DO6119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6119.degrees latitude (g = 980.6199 gals.).
 DO6119
 DO6119.The modeled gravity was interpolated from observed gravity values.
 DO6119
 DO6119;                    North         East    Units  Estimated Accuracy
 DO6119;SPC WI N     -   137,953.6     488,680.5     MT  (+/- 3 meters HH1 GPS) 
 DO6119
 DO6119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1933539522(NAD 83)
 DO6119
 DO6119                          SUPERSEDED SURVEY CONTROL
 DO6119
 DO6119  NAVD 88 (07/25/13)  368.116  (m)         1207.73   (f) SUPERSEDED  2 1
 DO6119
 DO6119.Superseded values are not recommended for survey control.
 DO6119
 DO6119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6119.See file dsdata.pdf to determine how the superseded data were derived.
 DO6119
 DO6119_MARKER: DD = SURVEY DISK
 DO6119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6119_STAMPING: 8R22 2010
 DO6119_MARK LOGO: WIDT
 DO6119_PROJECTION: FLUSH
 DO6119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6119+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 DO6119
 DO6119  HISTORY     - Date     Condition        Report By
 DO6119  HISTORY     - 2010     MONUMENTED       WIDT
 DO6119  HISTORY     - 20120828 GOOD             WIDT
 DO6119
 DO6119                          STATION DESCRIPTION
 DO6119
 DO6119'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6119'THE STATION IS LOCATED ABOUT 12.3 MI (19.8 KM) SOUTH-SOUTHEAST OF
 DO6119'BRULE, 10.0 MI (16.2 KM) WEST-NORTHWEST OF DRUMMOND AND 9.9 MI (16.0
 DO6119'KM) WEST-SOUTHWEST OF DELTA.
 DO6119'
 DO6119'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DO6119'HIGHWAY N LOCATED APPROXIMATELY 19 MI (30.6 KM) EAST OF THE VILLAGE OF
 DO6119'SOLON SPRINGS, GO NORTH THEN NORTHWEST ON COUNTY HIGHWAY A FOR 4.35 MI
 DO6119'(7.0 KM) TO BARNES ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DO6119'
 DO6119'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6119'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6119'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6119'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6119'PAVEMENT.  THE STATION IS 11.4 M (37.4 FT) EAST OF THE CENTERLINE OF
 DO6119'COUNTY HIGHWAY A, 42.2 M (138.5 FT) NORTHEAST OF A TELEPHONE JUNCTION
 DO6119'BOX --LI B 37--, 7 M (23.0 FT) NORTH OF THE CENTER OF A GRAVEL
 DO6119'DRIVEWAY, 6.1 M (20.0 FT) SOUTHEAST OF A --COUNTY A - BARNES ROAD--
 DO6119'ROAD SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6119'WHITE PLASTIC WITNESS POSTS.
 DO6119'
 DO6119'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6119'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6120 ***********************************************************************
 DO6120  DESIGNATION -  8R23
 DO6120  PID         -  DO6120
 DO6120  STATE/COUNTY-  WI/BAYFIELD
 DO6120  COUNTRY     -  US
 DO6120  USGS QUAD   -  DRUMMOND NW (2018)
 DO6120
 DO6120                         *CURRENT SURVEY CONTROL
 DO6120  ______________________________________________________________________
 DO6120* NAD 83(1986) POSITION- 46 25 24.23   (N) 091 26 54.00   (W)   HD_HELD1
 DO6120* NAVD 88 ORTHO HEIGHT -   384.936 (meters)     1262.91  (feet) ADJUSTED
 DO6120  ______________________________________________________________________
 DO6120  GEOID HEIGHT    -        -28.613 (meters)                     GEOID18
 DO6120  DYNAMIC HEIGHT  -        384.963 (meters)     1263.00  (feet) COMP
 DO6120  MODELED GRAVITY -    980,672.1   (mgal)                       NAVD 88
 DO6120
 DO6120  VERT ORDER      -  SECOND    CLASS I
 DO6120
 DO6120.The horizontal coordinates were determined by differentially corrected
 DO6120.hand held GPS observations or other comparable positioning techniques
 DO6120.and have an estimated accuracy of +/- 3 meters.
 DO6120
 DO6120.The orthometric height was determined by differential leveling and
 DO6120.adjusted by the NATIONAL GEODETIC SURVEY
 DO6120.in February 2017.
 DO6120
 DO6120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6120.GEOID18 height accuracy estimate available here.
 DO6120
 DO6120.Click photographs - Photos may exist for this station.
 DO6120
 DO6120.The dynamic height is computed by dividing the NAVD 88
 DO6120.geopotential number by the normal gravity value computed on the
 DO6120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6120.degrees latitude (g = 980.6199 gals.).
 DO6120
 DO6120.The modeled gravity was interpolated from observed gravity values.
 DO6120
 DO6120;                    North         East    Units  Estimated Accuracy
 DO6120;SPC WI N     -   140,695.3     488,677.3     MT  (+/- 3 meters HH1 GPS) 
 DO6120
 DO6120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1922842261(NAD 83)
 DO6120
 DO6120                          SUPERSEDED SURVEY CONTROL
 DO6120
 DO6120  NAVD 88 (07/25/13)  384.952  (m)         1262.96   (f) SUPERSEDED  2 1
 DO6120
 DO6120.Superseded values are not recommended for survey control.
 DO6120
 DO6120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6120.See file dsdata.pdf to determine how the superseded data were derived.
 DO6120
 DO6120_MARKER: DD = SURVEY DISK
 DO6120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6120_STAMPING: 8R23 2010
 DO6120_MARK LOGO: WIDT
 DO6120_PROJECTION: FLUSH
 DO6120_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6120+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2012
 DO6120
 DO6120  HISTORY     - Date     Condition        Report By
 DO6120  HISTORY     - 2010     MONUMENTED       WIDT
 DO6120  HISTORY     - 20120904 GOOD             WIDT
 DO6120
 DO6120                          STATION DESCRIPTION
 DO6120
 DO6120'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6120'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) WEST-NORTHWEST OF
 DO6120'DRUMMOND, 10.8 MI (17.5 KM) SOUTHEAST OF BRULE AND 9.2 MI (14.8 KM)
 DO6120'WEST-SOUTHWEST OF DELTA.
 DO6120'
 DO6120'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DO6120'HIGHWAY N LOCATED APPROXIMATELY 19 MI (30.6 KM) EAST OF THE VILLAGE OF
 DO6120'SOLON SPRINGS, GO NORTH ON COUNTY HIGHWAY A FOR 5.6 MI (9.0 KM) TO
 DO6120'EIGHT MILE LAKE ROAD ON THE LEFT.  CONTINUE NORTH ON COUNTY HIGHWAY A
 DO6120'FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DO6120'
 DO6120'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6120'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6120'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6120'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6120'IS 11.1 M (36.4 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY A, 13.7 M
 DO6120'(44.9 FT) SOUTH OF AN ORANGE FIBERGLASS POST --WARNING FIBER OPTICS--
 DO6120'WITH A WHITE PLASTIC TOP, 9 M (29.5 FT) SOUTH OF THE EXTENDED CENTER
 DO6120'OF A GRAVEL DRIVEWAY EAST, 5 M (16.4 FT) SOUTH OF THE CENTER OF A
 DO6120'GRAVEL DRIVEWAY WEST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6120'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6120'
 DO6120'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES
 DO6120'SURROUNDING THE STATION EXTENDING HIGHER THAN 40 DEGREES ABOVE THE
 DO6120'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6122 ***********************************************************************
 DO6122  DESIGNATION -  8R24
 DO6122  PID         -  DO6122
 DO6122  STATE/COUNTY-  WI/BAYFIELD
 DO6122  COUNTRY     -  US
 DO6122  USGS QUAD   -  DRUMMOND NW (2018)
 DO6122
 DO6122                         *CURRENT SURVEY CONTROL
 DO6122  ______________________________________________________________________
 DO6122* NAD 83(1986) POSITION- 46 28 27.0    (N) 091 26 52.4    (W)   HD_HELD2
 DO6122* NAVD 88 ORTHO HEIGHT -   392.354 (meters)     1287.25  (feet) ADJUSTED
 DO6122  ______________________________________________________________________
 DO6122  GEOID HEIGHT    -        -28.904 (meters)                     GEOID18
 DO6122  DYNAMIC HEIGHT  -        392.378 (meters)     1287.33  (feet) COMP
 DO6122  MODELED GRAVITY -    980,662.5   (mgal)                       NAVD 88
 DO6122
 DO6122  VERT ORDER      -  SECOND    CLASS I
 DO6122
 DO6122.The horizontal coordinates were established by autonomous hand held GPS
 DO6122.observations and have an estimated accuracy of +/- 10 meters.
 DO6122
 DO6122.The orthometric height was determined by differential leveling and
 DO6122.adjusted by the NATIONAL GEODETIC SURVEY
 DO6122.in February 2017.
 DO6122
 DO6122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6122.GEOID18 height accuracy estimate available here.
 DO6122
 DO6122.Click photographs - Photos may exist for this station.
 DO6122
 DO6122.The dynamic height is computed by dividing the NAVD 88
 DO6122.geopotential number by the normal gravity value computed on the
 DO6122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6122.degrees latitude (g = 980.6199 gals.).
 DO6122
 DO6122.The modeled gravity was interpolated from observed gravity values.
 DO6122
 DO6122;                    North         East    Units  Estimated Accuracy
 DO6122;SPC WI N     -   146,337.      488,814.      MT  (+/- 10 meters HH2 GPS)
 DO6122
 DO6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1915247903(NAD 83)
 DO6122
 DO6122                          SUPERSEDED SURVEY CONTROL
 DO6122
 DO6122  NAVD 88 (07/25/13)  392.372  (m)         1287.31   (f) SUPERSEDED  2 1
 DO6122
 DO6122.Superseded values are not recommended for survey control.
 DO6122
 DO6122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6122.See file dsdata.pdf to determine how the superseded data were derived.
 DO6122
 DO6122_MARKER: DD = SURVEY DISK
 DO6122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6122_STAMPING: 8R24 2010
 DO6122_MARK LOGO: WIDT
 DO6122_PROJECTION: FLUSH
 DO6122_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6122+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2012
 DO6122
 DO6122  HISTORY     - Date     Condition        Report By
 DO6122  HISTORY     - 2010     MONUMENTED       WIDT
 DO6122  HISTORY     - 20120910 GOOD             WIDT
 DO6122
 DO6122                          STATION DESCRIPTION
 DO6122
 DO6122'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6122'THE STATION IS LOCATED ABOUT 11.7 MI (18.8 KM) SOUTH-SOUTHEAST OF
 DO6122'OULU, 8.5 MI (13.7 KM) WEST OF DELTA AND 8.2 MI (13.2 KM) SOUTHEAST OF
 DO6122'BRULE.
 DO6122'
 DO6122'TO REACH THE STATION FROM THE WESTERN JUNCTION OF U.S. HIGHWAY 2 WITH
 DO6122'COUNTY HIGHWAY A IN THE TOWN OF IRON RIVER, GO SOUTHERLY ON COUNTY
 DO6122'HIGHWAY A FOR 5.8 MI (9.3 KM) TO WEBSTER ROAD ON THE RIGHT.  CONTINUE
 DO6122'SOUTHERLY ON COUNTY HIGHWAY A FOR 1.0 MI (1.6 KM) TO THE STATION ON
 DO6122'THE LEFT.
 DO6122'
 DO6122'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6122'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6122'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6122'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6122'PAVEMENT.  THE STATION IS 13.2 M (43.3 FT) EAST OF THE CENTERLINE OF
 DO6122'COUNTY HIGHWAY A, 33.3 FT (10.1 M) SOUTHEAST OF AN ORANGE FIBERGLASS
 DO6122'POST --WARNING FIBER OPTICS-- WITH A WHITE PLASTIC TOP, 19.3 M (63.3
 DO6122'FT) SOUTH OF A TELEPHONE JUNCTION BOX --IR-BA 3--, 9 M (29.5 FT) SOUTH
 DO6122'OF A GRAVEL DRIVEWAY --61910-61980--, AND LOCATED IN THE CENTER OF A
 DO6122'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6122'
 DO6122'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO
 DO6122'THE EAST OF THE STATION EXTENDING HIGHER THAN 40 DEGREES ABOVE THE
 DO6122'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6123 ***********************************************************************
 DO6123  DESIGNATION -  8R25
 DO6123  PID         -  DO6123
 DO6123  STATE/COUNTY-  WI/BAYFIELD
 DO6123  COUNTRY     -  US
 DO6123  USGS QUAD   -  DRUMMOND NW (2018)
 DO6123
 DO6123                         *CURRENT SURVEY CONTROL
 DO6123  ______________________________________________________________________
 DO6123* NAD 83(1986) POSITION- 46 29 33.98   (N) 091 26 27.84   (W)   HD_HELD1
 DO6123* NAVD 88 ORTHO HEIGHT -   377.440 (meters)     1238.32  (feet) ADJUSTED
 DO6123  ______________________________________________________________________
 DO6123  GEOID HEIGHT    -        -29.043 (meters)                     GEOID18
 DO6123  DYNAMIC HEIGHT  -        377.461 (meters)     1238.39  (feet) COMP
 DO6123  MODELED GRAVITY -    980,659.8   (mgal)                       NAVD 88
 DO6123
 DO6123  VERT ORDER      -  SECOND    CLASS I
 DO6123
 DO6123.The horizontal coordinates were determined by differentially corrected
 DO6123.hand held GPS observations or other comparable positioning techniques
 DO6123.and have an estimated accuracy of +/- 3 meters.
 DO6123
 DO6123.The orthometric height was determined by differential leveling and
 DO6123.adjusted by the NATIONAL GEODETIC SURVEY
 DO6123.in February 2017.
 DO6123
 DO6123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6123.GEOID18 height accuracy estimate available here.
 DO6123
 DO6123.Click photographs - Photos may exist for this station.
 DO6123
 DO6123.The dynamic height is computed by dividing the NAVD 88
 DO6123.geopotential number by the normal gravity value computed on the
 DO6123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6123.degrees latitude (g = 980.6199 gals.).
 DO6123
 DO6123.The modeled gravity was interpolated from observed gravity values.
 DO6123
 DO6123;                    North         East    Units  Estimated Accuracy
 DO6123;SPC WI N     -   148,395.3     489,375.7     MT  (+/- 3 meters HH1 GPS) 
 DO6123
 DO6123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1963449980(NAD 83)
 DO6123
 DO6123                          SUPERSEDED SURVEY CONTROL
 DO6123
 DO6123  NAVD 88 (07/25/13)  377.459  (m)         1238.38   (f) SUPERSEDED  2 1
 DO6123
 DO6123.Superseded values are not recommended for survey control.
 DO6123
 DO6123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6123.See file dsdata.pdf to determine how the superseded data were derived.
 DO6123
 DO6123_MARKER: DD = SURVEY DISK
 DO6123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6123_STAMPING: 8R25 2010
 DO6123_MARK LOGO: WIDT
 DO6123_PROJECTION: FLUSH
 DO6123_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6123+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2012
 DO6123
 DO6123  HISTORY     - Date     Condition        Report By
 DO6123  HISTORY     - 2010     MONUMENTED       WIDT
 DO6123  HISTORY     - 20120912 GOOD             WIDT
 DO6123
 DO6123                          STATION DESCRIPTION
 DO6123
 DO6123'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6123'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) SOUTH-SOUTHEAST OF
 DO6123'OULU, 8.3 MI (13.3 KM) WEST OF DELTA AND 7.7 MI (12.4 KM)
 DO6123'EAST-SOUTHEAST OF BRULE.
 DO6123'
 DO6123'TO REACH THE STATION FROM THE WESTERN JUNCTION OF U.S. HIGHWAY 2 WITH
 DO6123'COUNTY HIGHWAY A IN THE TOWN OF IRON RIVER, GO SOUTHERLY ON COUNTY
 DO6123'HIGHWAY A FOR 5.2 MI (8.4 KM) TO BRADFIELD ROAD ON THE RIGHT.
 DO6123'CONTINUE SOUTHWEST ON COUNTY HIGHWAY A FOR 0.2 MI (0.3 KM) TO THE
 DO6123'STATION ON THE RIGHT.
 DO6123'
 DO6123'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6123'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6123'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6123'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6123'IS 10.5 M (34.4 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY A, 24.0 M
 DO6123'(78.7 FT) WEST-SOUTHWEST OF A TELEPHONE JUNCTION BOX --IRIL C 49--, 5
 DO6123'M (16.4 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY, 4.7 M (15.4 FT)
 DO6123'NORTH OF AN ORANGE FIBERGLASS POST --WARNING FIBER OPTICS-- WITH A
 DO6123'WHITE PLASTIC TOP, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6123'THREE WHITE PLASTIC WITNESS POSTS.
 DO6123'
 DO6123'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6123'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6040 ***********************************************************************
 DO6040  DESIGNATION -  8R41
 DO6040  PID         -  DO6040
 DO6040  STATE/COUNTY-  WI/BAYFIELD
 DO6040  COUNTRY     -  US
 DO6040  USGS QUAD   -  CABLE (2019)
 DO6040
 DO6040                         *CURRENT SURVEY CONTROL
 DO6040  ______________________________________________________________________
 DO6040* NAD 83(1986) POSITION- 46 13 28.0    (N) 091 17 00.3    (W)   HD_HELD2
 DO6040* NAVD 88 ORTHO HEIGHT -   422.819 (meters)     1387.20  (feet) ADJUSTED
 DO6040  ______________________________________________________________________
 DO6040  GEOID HEIGHT    -        -28.852 (meters)                     GEOID18
 DO6040  DYNAMIC HEIGHT  -        422.833 (meters)     1387.24  (feet) COMP
 DO6040  MODELED GRAVITY -    980,635.4   (mgal)                       NAVD 88
 DO6040
 DO6040  VERT ORDER      -  SECOND    CLASS I
 DO6040
 DO6040.The horizontal coordinates were established by autonomous hand held GPS
 DO6040.observations and have an estimated accuracy of +/- 10 meters.
 DO6040
 DO6040.The orthometric height was determined by differential leveling and
 DO6040.adjusted by the NATIONAL GEODETIC SURVEY
 DO6040.in February 2017.
 DO6040
 DO6040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6040.GEOID18 height accuracy estimate available here.
 DO6040
 DO6040.Click photographs - Photos may exist for this station.
 DO6040
 DO6040.The dynamic height is computed by dividing the NAVD 88
 DO6040.geopotential number by the normal gravity value computed on the
 DO6040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6040.degrees latitude (g = 980.6199 gals.).
 DO6040
 DO6040.The modeled gravity was interpolated from observed gravity values.
 DO6040
 DO6040;                    North         East    Units  Estimated Accuracy
 DO6040;SPC WI N     -   118,366.      500,995.      MT  (+/- 10 meters HH2 GPS)
 DO6040
 DO6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3237920417(NAD 83)
 DO6040
 DO6040                          SUPERSEDED SURVEY CONTROL
 DO6040
 DO6040  NAVD 88 (07/25/13)  422.820  (m)         1387.20   (f) SUPERSEDED  2 1
 DO6040
 DO6040.Superseded values are not recommended for survey control.
 DO6040
 DO6040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6040.See file dsdata.pdf to determine how the superseded data were derived.
 DO6040
 DO6040_MARKER: DD = SURVEY DISK
 DO6040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6040_STAMPING: 8R41 2010
 DO6040_MARK LOGO: WIDT
 DO6040_PROJECTION: FLUSH
 DO6040_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6040+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DO6040
 DO6040  HISTORY     - Date     Condition        Report By
 DO6040  HISTORY     - 2010     MONUMENTED       WIDT
 DO6040  HISTORY     - 20120827 GOOD             WIDT
 DO6040
 DO6040                          STATION DESCRIPTION
 DO6040
 DO6040'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6040'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH-NORTHEAST OF
 DO6040'SEELEY, 7.9 MI (12.7 KM) SOUTH OF DRUMMOND AND 1.2 MI (1.9 KM)
 DO6040'NORTH-NORTHEAST OF CABLE.
 DO6040'
 DO6040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 WITH COUNTY
 DO6040'HIGHWAY M LOCATED APPROXIMATELY 17 MI (27.4 KM) NORTHEAST OF THE CITY
 DO6040'OF HAYWARD AND IN THE COMMUNITY OF CABLE, GO NORTHEAST ON U.S. HIGHWAY
 DO6040'63 FOR 1.2 MI (1.9 KM) TO E CABLE LAKE ROAD ON THE LEFT.  CONTINUE
 DO6040'NORTHEAST ON U.S. HIGHWAY 63 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DO6040'LEFT.
 DO6040'
 DO6040'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6040'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6040'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6040'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6040'IS 12.2 M (40.0 FT) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 63,
 DO6040'102 M (334.6 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF WEST PRICE
 DO6040'LAKE ROAD, 36.3 M (119.1 FT) SOUTH-SOUTHWEST OF WOODEN SIGN POST FOR A
 DO6040'--RIGHT JUNCTION AHEAD-- SIGN, 24.7 M (81.0 FT) NORTH OF A --E CABLE
 DO6040'LAKE ROAD-- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6040'THREE WHITE PLASTIC WITNESS POSTS.
 DO6040'
 DO6040'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6040'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST EXTENDING TO 25
 DO6040'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6039 ***********************************************************************
 DO6039  DESIGNATION -  8R42
 DO6039  PID         -  DO6039
 DO6039  STATE/COUNTY-  WI/BAYFIELD
 DO6039  COUNTRY     -  US
 DO6039  USGS QUAD   -  DRUMMOND (2018)
 DO6039
 DO6039                         *CURRENT SURVEY CONTROL
 DO6039  ______________________________________________________________________
 DO6039* NAD 83(1986) POSITION- 46 15 32.99   (N) 091 16 54.79   (W)   HD_HELD1
 DO6039* NAVD 88 ORTHO HEIGHT -   433.821 (meters)     1423.29  (feet) ADJUSTED
 DO6039  ______________________________________________________________________
 DO6039  GEOID HEIGHT    -        -28.799 (meters)                     GEOID18
 DO6039  DYNAMIC HEIGHT  -        433.842 (meters)     1423.36  (feet) COMP
 DO6039  MODELED GRAVITY -    980,649.2   (mgal)                       NAVD 88
 DO6039
 DO6039  VERT ORDER      -  SECOND    CLASS I
 DO6039
 DO6039.The horizontal coordinates were determined by differentially corrected
 DO6039.hand held GPS observations or other comparable positioning techniques
 DO6039.and have an estimated accuracy of +/- 3 meters.
 DO6039
 DO6039.The orthometric height was determined by differential leveling and
 DO6039.adjusted by the NATIONAL GEODETIC SURVEY
 DO6039.in February 2017.
 DO6039
 DO6039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6039.GEOID18 height accuracy estimate available here.
 DO6039
 DO6039.Click photographs - Photos may exist for this station.
 DO6039
 DO6039.The dynamic height is computed by dividing the NAVD 88
 DO6039.geopotential number by the normal gravity value computed on the
 DO6039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6039.degrees latitude (g = 980.6199 gals.).
 DO6039
 DO6039.The modeled gravity was interpolated from observed gravity values.
 DO6039
 DO6039;                    North         East    Units  Estimated Accuracy
 DO6039;SPC WI N     -   122,222.9     501,175.1     MT  (+/- 3 meters HH1 GPS) 
 DO6039
 DO6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3241424277(NAD 83)
 DO6039
 DO6039                          SUPERSEDED SURVEY CONTROL
 DO6039
 DO6039  NAVD 88 (07/25/13)  433.824  (m)         1423.30   (f) SUPERSEDED  2 1
 DO6039
 DO6039.Superseded values are not recommended for survey control.
 DO6039
 DO6039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6039.See file dsdata.pdf to determine how the superseded data were derived.
 DO6039
 DO6039_MARKER: DD = SURVEY DISK
 DO6039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6039_STAMPING: 8R42 2010
 DO6039_MARK LOGO: WIDT
 DO6039_PROJECTION: FLUSH
 DO6039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6039+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DO6039
 DO6039  HISTORY     - Date     Condition        Report By
 DO6039  HISTORY     - 2010     MONUMENTED       WIDT
 DO6039  HISTORY     - 20120827 GOOD             WIDT
 DO6039
 DO6039                          STATION DESCRIPTION
 DO6039
 DO6039'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6039'THE STATION IS LOCATED ABOUT 10.3 MI (16.5 KM) NORTH-NORTHEAST OF
 DO6039'SEELEY, 5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF DRUMMOND AND 3.6 MI (5.7
 DO6039'KM) NORTH OF CABLE.
 DO6039'
 DO6039'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 WITH COUNTY
 DO6039'HIGHWAY M LOCATED APPROXIMATELY 17 MI (27.4 KM) NORTHEAST OF THE CITY
 DO6039'OF HAYWARD AND IN THE COMMUNITY OF CABLE, GO NORTHEAST THEN NORTH ON
 DO6039'U.S. HIGHWAY 63 FOR 3.7 MI (6.0 KM) TO PINE ROCK ROAD ON THE RIGHT AND
 DO6039'WITTWER ROAD ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 63 FOR 0.1
 DO6039'MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DO6039'
 DO6039'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6039'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6039'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6039'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6039'PAVEMENT.  THE STATION IS 13.1 M (43.0 FT) EAST OF THE CENTERLINE OF
 DO6039'U.S. HIGHWAY 63, 44.0 M (144.4 FT) SOUTHEAST OF A --PINE ROCK
 DO6039'ROAD-LEFT, WITTWER ROAD-RIGHT-- ROAD SIGN, 18.1 M (59.4 FT) SOUTHWEST
 DO6039'OF A METAL RIGHT-OF-WAY POST, 8 M (26.2 FT) NORTH OF THE CENTER OF A
 DO6039'GRASS AGRICULTURAL FIELD ENTRANCE AND LOCATED IN THE CENTER OF A
 DO6039'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6039'
 DO6039'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6039'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6038 ***********************************************************************
 DO6038  DESIGNATION -  8R43
 DO6038  PID         -  DO6038
 DO6038  STATE/COUNTY-  WI/BAYFIELD
 DO6038  COUNTRY     -  US
 DO6038  USGS QUAD   -  DRUMMOND (2018)
 DO6038
 DO6038                         *CURRENT SURVEY CONTROL
 DO6038  ______________________________________________________________________
 DO6038* NAD 83(1986) POSITION- 46 16 45.4    (N) 091 17 02.9    (W)   HD_HELD2
 DO6038* NAVD 88 ORTHO HEIGHT -   433.269 (meters)     1421.48  (feet) ADJUSTED
 DO6038  ______________________________________________________________________
 DO6038  GEOID HEIGHT    -        -28.768 (meters)                     GEOID18
 DO6038  DYNAMIC HEIGHT  -        433.294 (meters)     1421.57  (feet) COMP
 DO6038  MODELED GRAVITY -    980,658.4   (mgal)                       NAVD 88
 DO6038
 DO6038  VERT ORDER      -  SECOND    CLASS I
 DO6038
 DO6038.The horizontal coordinates were established by autonomous hand held GPS
 DO6038.observations and have an estimated accuracy of +/- 10 meters.
 DO6038
 DO6038.The orthometric height was determined by differential leveling and
 DO6038.adjusted by the NATIONAL GEODETIC SURVEY
 DO6038.in February 2017.
 DO6038
 DO6038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6038.GEOID18 height accuracy estimate available here.
 DO6038
 DO6038.Click photographs - Photos may exist for this station.
 DO6038
 DO6038.The dynamic height is computed by dividing the NAVD 88
 DO6038.geopotential number by the normal gravity value computed on the
 DO6038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6038.degrees latitude (g = 980.6199 gals.).
 DO6038
 DO6038.The modeled gravity was interpolated from observed gravity values.
 DO6038
 DO6038;                    North         East    Units  Estimated Accuracy
 DO6038;SPC WI N     -   124,461.      501,038.      MT  (+/- 10 meters HH2 GPS)
 DO6038
 DO6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3219226508(NAD 83)
 DO6038
 DO6038                          SUPERSEDED SURVEY CONTROL
 DO6038
 DO6038  NAVD 88 (07/25/13)  433.273  (m)         1421.50   (f) SUPERSEDED  2 1
 DO6038
 DO6038.Superseded values are not recommended for survey control.
 DO6038
 DO6038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6038.See file dsdata.pdf to determine how the superseded data were derived.
 DO6038
 DO6038_MARKER: DD = SURVEY DISK
 DO6038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6038_STAMPING: 8R43 2010
 DO6038_MARK LOGO: WIDT
 DO6038_PROJECTION: FLUSH
 DO6038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6038+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DO6038
 DO6038  HISTORY     - Date     Condition        Report By
 DO6038  HISTORY     - 2010     MONUMENTED       WIDT
 DO6038  HISTORY     - 20120827 GOOD             WIDT
 DO6038
 DO6038                          STATION DESCRIPTION
 DO6038
 DO6038'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6038'THE STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) SOUTHWEST OF GRAND
 DO6038'VIEW, 4.9 MI (8.0 KM) NORTH OF CABLE AND 4.2 MI (6.7 KM)
 DO6038'SOUTH-SOUTHWEST OF DRUMMOND.
 DO6038'
 DO6038'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 WITH COUNTY
 DO6038'HIGHWAY NORTH LOCATED APPROXIMATELY 24 MI (38.6 KM) NORTHEAST OF THE
 DO6038'CITY OF HAYWARD AND IN THE COMMUNITY OF DRUMMOND, GO SOUTHWEST THEN
 DO6038'SOUTH ON U.S. HIGHWAY 63 FOR 3.8 MI (6.1 KM) TO BEHRENDS ROAD (FOREST
 DO6038'ROAD 367) ON THE RIGHT AND N PINE ROCK ROAD (FOREST ROAD 216) ON THE
 DO6038'LEFT.  TURN RIGHT AND GO WEST ON BEHRENDS ROAD FOR 0.1 MI (0.2 KM) TO
 DO6038'THE STATION ON THE LEFT.
 DO6038'
 DO6038'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6038'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6038'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6038'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD PAVEMENT.
 DO6038'THE STATION IS 6 M (19.7 FT) SOUTH OF THE CENTERLINE OF BEHRENDS ROAD,
 DO6038'92.9 M (304.8 FT) EAST OF A POWER POLE --E21B 1--, 30.9 M (101.4 FT)
 DO6038'WEST OF A POWER POLE, 2.4 M (7.9 FT) NORTH OF A WIRE FENCE, AND
 DO6038'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6038'WITNESS POSTS.
 DO6038'
 DO6038'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH ACROSS THE
 DO6038'ROAD EXTENDING UP TO 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6037 ***********************************************************************
 DO6037  DESIGNATION -  8R44
 DO6037  PID         -  DO6037
 DO6037  STATE/COUNTY-  WI/BAYFIELD
 DO6037  COUNTRY     -  US
 DO6037  USGS QUAD   -  DRUMMOND (2018)
 DO6037
 DO6037                         *CURRENT SURVEY CONTROL
 DO6037  ______________________________________________________________________
 DO6037* NAD 83(1986) POSITION- 46 18 22.0    (N) 091 16 48.1    (W)   HD_HELD2
 DO6037* NAVD 88 ORTHO HEIGHT -   447.763 (meters)     1469.04  (feet) ADJUSTED
 DO6037  ______________________________________________________________________
 DO6037  GEOID HEIGHT    -        -28.792 (meters)                     GEOID18
 DO6037  DYNAMIC HEIGHT  -        447.794 (meters)     1469.14  (feet) COMP
 DO6037  MODELED GRAVITY -    980,669.2   (mgal)                       NAVD 88
 DO6037
 DO6037  VERT ORDER      -  SECOND    CLASS I
 DO6037
 DO6037.The horizontal coordinates were established by autonomous hand held GPS
 DO6037.observations and have an estimated accuracy of +/- 10 meters.
 DO6037
 DO6037.The orthometric height was determined by differential leveling and
 DO6037.adjusted by the NATIONAL GEODETIC SURVEY
 DO6037.in February 2017.
 DO6037
 DO6037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6037.GEOID18 height accuracy estimate available here.
 DO6037
 DO6037.Click photographs - Photos may exist for this station.
 DO6037
 DO6037.The dynamic height is computed by dividing the NAVD 88
 DO6037.geopotential number by the normal gravity value computed on the
 DO6037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6037.degrees latitude (g = 980.6199 gals.).
 DO6037
 DO6037.The modeled gravity was interpolated from observed gravity values.
 DO6037
 DO6037;                    North         East    Units  Estimated Accuracy
 DO6037;SPC WI N     -   127,438.      501,402.      MT  (+/- 10 meters HH2 GPS)
 DO6037
 DO6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3244429497(NAD 83)
 DO6037
 DO6037                          SUPERSEDED SURVEY CONTROL
 DO6037
 DO6037  NAVD 88 (07/25/13)  447.769  (m)         1469.06   (f) SUPERSEDED  2 1
 DO6037
 DO6037.Superseded values are not recommended for survey control.
 DO6037
 DO6037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6037.See file dsdata.pdf to determine how the superseded data were derived.
 DO6037
 DO6037_MARKER: DD = SURVEY DISK
 DO6037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6037_STAMPING: 8R44 2010
 DO6037_MARK LOGO: WIDT
 DO6037_PROJECTION: FLUSH
 DO6037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6037+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DO6037
 DO6037  HISTORY     - Date     Condition        Report By
 DO6037  HISTORY     - 2010     MONUMENTED       WIDT
 DO6037  HISTORY     - 20120827 GOOD             WIDT
 DO6037
 DO6037                          STATION DESCRIPTION
 DO6037
 DO6037'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6037'THE STATION IS LOCATED ABOUT 9.3 MI (14.9 KM) WEST-SOUTHWEST OF GRAND
 DO6037'VIEW, 6.8 MI (10.9 KM) NORTH OF CABLE AND 2.4 MI (3.8 KM)
 DO6037'SOUTH-SOUTHWEST OF DRUMMOND.
 DO6037'
 DO6037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 WITH COUNTY
 DO6037'HIGHWAY NORTH LOCATED APPROXIMATELY 24 MI (38.6 KM) NORTHEAST OF THE
 DO6037'CITY OF HAYWARD AND IN THE COMMUNITY OF DRUMMOND, GO SOUTHWEST THEN
 DO6037'SOUTH ON U.S. HIGHWAY 63 FOR 1.7 MI (2.7 KM) TO BLUE MOON ROAD ON THE
 DO6037'RIGHT.  CONTINUE SOUTH ON U.S. HIGHWAY 63 FOR 0.25 MI (0.4 KM) TO THE
 DO6037'STATION ON THE LEFT.
 DO6037'
 DO6037'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6037'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6037'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6037'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DO6037'PAVEMENT.  THE STATION IS 13.4 M (44.0 FT) EAST OF THE CENTERLINE OF
 DO6037'U.S. HIGHWAY 63, 12 M (39.4 FT) NORTH OF THE CENTER OF A PRIVATE DRIVE
 DO6037'-50320-, 8.7 M (28.5 FT) WEST-SOUTHWEST OF A TELEPHONE JUNCTION BOX
 DO6037'--C0 C 17--, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6037'WHITE PLASTIC WITNESS POSTS.
 DO6037'
 DO6037'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE 18 FT (5.5 M) TO THE
 DO6037'EAST OF THE STATION EXTENDING UP TO 55 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5292 ***********************************************************************
 DN5292  DESIGNATION -  8S01
 DN5292  PID         -  DN5292
 DN5292  STATE/COUNTY-  WI/ASHLAND
 DN5292  COUNTRY     -  US
 DN5292  USGS QUAD   -  CLAM LAKE SE (2018)
 DN5292
 DN5292                         *CURRENT SURVEY CONTROL
 DN5292  ______________________________________________________________________
 DN5292* NAD 83(1986) POSITION- 46 01 39.2    (N) 090 51 23.2    (W)   HD_HELD2
 DN5292* NAVD 88 ORTHO HEIGHT -   445.654 (meters)     1462.12  (feet) ADJUSTED
 DN5292  ______________________________________________________________________
 DN5292  GEOID HEIGHT    -        -30.157 (meters)                     GEOID18
 DN5292  DYNAMIC HEIGHT  -        445.645 (meters)     1462.09  (feet) COMP
 DN5292  MODELED GRAVITY -    980,582.1   (mgal)                       NAVD 88
 DN5292
 DN5292  VERT ORDER      -  SECOND    CLASS I
 DN5292
 DN5292.The horizontal coordinates were established by autonomous hand held GPS
 DN5292.observations and have an estimated accuracy of +/- 10 meters.
 DN5292
 DN5292.The orthometric height was determined by differential leveling and
 DN5292.adjusted by the WI DEPT OF TRANSP
 DN5292.in May 2012.
 DN5292
 DN5292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5292.GEOID18 height accuracy estimate available here.
 DN5292
 DN5292.Click photographs - Photos may exist for this station.
 DN5292
 DN5292.The dynamic height is computed by dividing the NAVD 88
 DN5292.geopotential number by the normal gravity value computed on the
 DN5292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5292.degrees latitude (g = 980.6199 gals.).
 DN5292
 DN5292.The modeled gravity was interpolated from observed gravity values.
 DN5292
 DN5292;                    North         East    Units  Estimated Accuracy
 DN5292;SPC WI N     -    96,040.      533,695.      MT  (+/- 10 meters HH2 GPS)
 DN5292
 DN5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6589699342(NAD 83)
 DN5292
 DN5292                          SUPERSEDED SURVEY CONTROL
 DN5292
 DN5292.No superseded survey control is available for this station.
 DN5292
 DN5292_MARKER: DD = SURVEY DISK
 DN5292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5292_STAMPING: 8S01 2006
 DN5292_MARK LOGO: WIDT
 DN5292_PROJECTION: FLUSH
 DN5292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5292+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 DN5292
 DN5292  HISTORY     - Date     Condition        Report By
 DN5292  HISTORY     - 2005     MONUMENTED       WIDT
 DN5292  HISTORY     - 20100420 GOOD             WIDT
 DN5292
 DN5292                          STATION DESCRIPTION
 DN5292
 DN5292'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5292'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5292'HIGHWAY GG SOUTH APPROXIMATELY 1 MI (1.6 KM) EAST OF THE COMMUNITY OF
 DN5292'CLAM LAKE, GO SOUTH ON COUNTY HIGHWAY GG FOR 9.2 MI (14.8 KM) TO
 DN5292'FOREST ROAD 164 (STOCK FARM ROAD) LEFT.  CONTINUE SOUTH ON COUNTY
 DN5292'HIGHWAY GG FOR 0.72 MI (1.2 KM) TO FOREST ROAD 164 RIGHT AND THE
 DN5292'STATION ON THE LEFT.
 DN5292'
 DN5292'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5292'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5292'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5292'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN5292'
 DN5292'THE STATION IS 13.4 M (44.0 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5292'HIGHWAY GG, 27.1 M (88.9 FT) EAST-NORTHEAST OF A -STOP- SIGN WOODEN
 DN5292'POST, 14.1 M (46.3 FT) NORTH-NORTHEAST OF A WOODEN POST FOR A BROWN
 DN5292'-NATIONAL FOREST CAMPGROUNDS RIGHT- SIGN, 6.1 M (20.0 FT) NORTH OF THE
 DN5292'EXTENDED CENTERLINE OF FOREST ROAD 164 WEST, 5.1 M (16.7 FT) NORTH OF
 DN5292'THE CENTERLINE OF FOREST TRAIL 1240 AND IS 1 M (3.3 FT) FROM THREE
 DN5292'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5292'
 DN5292'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DN5292'EXTENDING TO 90 DEGREES, TREES IN THE WEST QUADRANTS EXTENDING TO 50
 DN5292'DEGREES AND TREES TO THE SOUTH EXTENDING TO 40 DEGREES ABOVE THE
 DN5292'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5293 ***********************************************************************
 DN5293  DESIGNATION -  8S02
 DN5293  PID         -  DN5293
 DN5293  STATE/COUNTY-  WI/ASHLAND
 DN5293  COUNTRY     -  US
 DN5293  USGS QUAD   -  CLAM LAKE SE (2018)
 DN5293
 DN5293                         *CURRENT SURVEY CONTROL
 DN5293  ______________________________________________________________________
 DN5293* NAD 83(1986) POSITION- 46 02 49.6    (N) 090 50 59.6    (W)   HD_HELD2
 DN5293* NAVD 88 ORTHO HEIGHT -   441.256 (meters)     1447.69  (feet) ADJUSTED
 DN5293  ______________________________________________________________________
 DN5293  GEOID HEIGHT    -        -30.195 (meters)                     GEOID18
 DN5293  DYNAMIC HEIGHT  -        441.246 (meters)     1447.65  (feet) COMP
 DN5293  MODELED GRAVITY -    980,579.9   (mgal)                       NAVD 88
 DN5293
 DN5293  VERT ORDER      -  SECOND    CLASS I
 DN5293
 DN5293.The horizontal coordinates were established by autonomous hand held GPS
 DN5293.observations and have an estimated accuracy of +/- 10 meters.
 DN5293
 DN5293.The orthometric height was determined by differential leveling and
 DN5293.adjusted by the WI DEPT OF TRANSP
 DN5293.in May 2012.
 DN5293
 DN5293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5293.GEOID18 height accuracy estimate available here.
 DN5293
 DN5293.Click photographs - Photos may exist for this station.
 DN5293
 DN5293.The dynamic height is computed by dividing the NAVD 88
 DN5293.geopotential number by the normal gravity value computed on the
 DN5293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5293.degrees latitude (g = 980.6199 gals.).
 DN5293
 DN5293.The modeled gravity was interpolated from observed gravity values.
 DN5293
 DN5293;                    North         East    Units  Estimated Accuracy
 DN5293;SPC WI N     -    98,208.      534,225.      MT  (+/- 10 meters HH2 GPS)
 DN5293
 DN5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6634501529(NAD 83)
 DN5293
 DN5293                          SUPERSEDED SURVEY CONTROL
 DN5293
 DN5293.No superseded survey control is available for this station.
 DN5293
 DN5293_MARKER: DD = SURVEY DISK
 DN5293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5293_STAMPING: 8S02 2006
 DN5293_MARK LOGO: WIDT
 DN5293_PROJECTION: FLUSH
 DN5293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5293+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 DN5293
 DN5293  HISTORY     - Date     Condition        Report By
 DN5293  HISTORY     - 2005     MONUMENTED       WIDT
 DN5293  HISTORY     - 20100420 GOOD             WIDT
 DN5293
 DN5293                          STATION DESCRIPTION
 DN5293
 DN5293'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5293'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5293'HIGHWAY GG SOUTH APPROXIMATELY 1 MI (1.6 KM) EAST OF THE COMMUNITY OF
 DN5293'CLAM LAKE, GO SOUTH ON COUNTY HIGHWAY GG FOR 7.4 MI (11.9 KM) TO
 DN5293'FOREST ROAD 324 LEFT AND FOREST ROAD 165 RIGHT.  CONTINUE SOUTH ON
 DN5293'COUNTY HIGHWAY GG FOR 0.83 MI (1.3 KM) TO THE STATION ON THE LEFT.
 DN5293'
 DN5293'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5293'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5293'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP, LEVEL WITH THE
 DN5293'GROUND AND APPROXIMATELY 0.1 M (0.3 FT) LOWER THAN THE HIGHWAY
 DN5293'PAVEMENT.
 DN5293'
 DN5293'THE STATION IS 8.2 M (26.9 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5293'HIGHWAY GG, 0.70 MI (1.1 KM) NORTH OF FOREST ROAD 164 (STOCK FARM
 DN5293'ROAD), 0.40 MI (0.6 KM) NORTH OF PRIVATE ENTRANCE -15138-, 91.5 M
 DN5293'(300.2 FT) NORTH OF A METAL CULVERT PIPE, 4.3 M (14.1 FT) SOUTH OF THE
 DN5293'EXTENDED CENTERLINE OF ATV TRAIL 282 AND IS 1 M (3.3 FT) FROM THREE
 DN5293'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5293'
 DN5293'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DN5293'EXTENDING TO 60 DEGREES, TREES IN THE WEST QUADRANTS EXTENDING TO 40
 DN5293'DEGREES AND A TREE TO THE SOUTH EXTENDING TO 40 DEGREES ABOVE THE
 DN5293'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5296 ***********************************************************************
 DN5296  DESIGNATION -  8S03
 DN5296  PID         -  DN5296
 DN5296  STATE/COUNTY-  WI/ASHLAND
 DN5296  COUNTRY     -  US
 DN5296  USGS QUAD   -  CLAM LAKE (2018)
 DN5296
 DN5296                         *CURRENT SURVEY CONTROL
 DN5296  ______________________________________________________________________
 DN5296* NAD 83(1986) POSITION- 46 07 56.9    (N) 090 53 38.1    (W)   HD_HELD2
 DN5296* NAVD 88 ORTHO HEIGHT -   448.228 (meters)     1470.56  (feet) ADJUSTED
 DN5296  ______________________________________________________________________
 DN5296  GEOID HEIGHT    -        -30.180 (meters)                     GEOID18
 DN5296  DYNAMIC HEIGHT  -        448.220 (meters)     1470.54  (feet) COMP
 DN5296  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 DN5296
 DN5296  VERT ORDER      -  SECOND    CLASS I
 DN5296
 DN5296.The horizontal coordinates were established by autonomous hand held GPS
 DN5296.observations and have an estimated accuracy of +/- 10 meters.
 DN5296
 DN5296.The orthometric height was determined by differential leveling and
 DN5296.adjusted by the WI DEPT OF TRANSP
 DN5296.in May 2012.
 DN5296
 DN5296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5296.GEOID18 height accuracy estimate available here.
 DN5296
 DN5296.Click photographs - Photos may exist for this station.
 DN5296
 DN5296.The dynamic height is computed by dividing the NAVD 88
 DN5296.geopotential number by the normal gravity value computed on the
 DN5296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5296.degrees latitude (g = 980.6199 gals.).
 DN5296
 DN5296.The modeled gravity was interpolated from observed gravity values.
 DN5296
 DN5296;                    North         East    Units  Estimated Accuracy
 DN5296;SPC WI N     -   107,732.      530,925.      MT  (+/- 10 meters HH2 GPS)
 DN5296
 DN5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6268710922(NAD 83)
 DN5296
 DN5296                          SUPERSEDED SURVEY CONTROL
 DN5296
 DN5296.No superseded survey control is available for this station.
 DN5296
 DN5296_MARKER: DD = SURVEY DISK
 DN5296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5296_STAMPING: 8S03 2006
 DN5296_MARK LOGO: WIDT
 DN5296_PROJECTION: FLUSH
 DN5296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5296+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DN5296
 DN5296  HISTORY     - Date     Condition        Report By
 DN5296  HISTORY     - 2005     MONUMENTED       WIDT
 DN5296  HISTORY     - 20100415 GOOD             WIDT
 DN5296
 DN5296                          STATION DESCRIPTION
 DN5296
 DN5296'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5296'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN5296'HIGHWAY GG SOUTH APPROXIMATELY 1 MI (1.6 KM) EAST OF THE COMMUNITY OF
 DN5296'CLAM LAKE, GO SOUTH ON COUNTY HIGHWAY GG FOR 1.9 MI (3.1 KM) TO FOREST
 DN5296'ROAD 339 LEFT.  CONTINUE SOUTH ON COUNTY HIGHWAY GG FOR 0.12 MI (0.2
 DN5296'KM) TO THE STATION ON THE LEFT.
 DN5296'
 DN5296'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5296'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5296'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5296'GROUND AND APPROXIMATELY 0.1 M (0.3 FT) HIGHER THAN THE HIGHWAY
 DN5296'PAVEMENT.
 DN5296'
 DN5296'THE STATION IS 15.2 M (49.9 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5296'HIGHWAY GG, 1.9 MI (3.1 KM) NORTH OF FOREST ROAD 173, 0.38 MI (0.6 KM)
 DN5296'NORTH OF THE NORTH ENTRANCE TO -WEST TORCH RIVER NATURE AND SKI
 DN5296'TRAILS- AT FIRE NUMBER -21110-, APPROXIMATELY 150 M (492.1 FT) NORTH
 DN5296'OF A WOODS ENTRANCE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5296'T-POSTS SURROUNDING THE STATION.
 DN5296'
 DN5296'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE EAST
 DN5296'EXTENDING TO 85 DEGREES AND TREES IN THE WEST QUADRANTS EXTENDING TO
 DN5296'40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5236 ***********************************************************************
 DN5236  DESIGNATION -  8S05
 DN5236  PID         -  DN5236
 DN5236  STATE/COUNTY-  WI/ASHLAND
 DN5236  COUNTRY     -  US
 DN5236  USGS QUAD   -  PARK FALLS (2018)
 DN5236
 DN5236                         *CURRENT SURVEY CONTROL
 DN5236  ______________________________________________________________________
 DN5236* NAD 83(1986) POSITION- 45 59 10.81   (N) 090 29 55.83   (W)   HD_HELD1
 DN5236* NAVD 88 ORTHO HEIGHT -   461.168 (meters)     1513.02  (feet) ADJUSTED
 DN5236  ______________________________________________________________________
 DN5236  GEOID HEIGHT    -        -30.464 (meters)                     GEOID18
 DN5236  DYNAMIC HEIGHT  -        461.161 (meters)     1512.99  (feet) COMP
 DN5236  MODELED GRAVITY -    980,584.4   (mgal)                       NAVD 88
 DN5236
 DN5236  VERT ORDER      -  SECOND    CLASS I
 DN5236
 DN5236.The horizontal coordinates were determined by differentially corrected
 DN5236.hand held GPS observations or other comparable positioning techniques
 DN5236.and have an estimated accuracy of +/- 3 meters.
 DN5236
 DN5236.The orthometric height was determined by differential leveling and
 DN5236.adjusted by the WI DEPT OF TRANSP
 DN5236.in May 2012.
 DN5236
 DN5236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5236.GEOID18 height accuracy estimate available here.
 DN5236
 DN5236.Click photographs - Photos may exist for this station.
 DN5236
 DN5236.The dynamic height is computed by dividing the NAVD 88
 DN5236.geopotential number by the normal gravity value computed on the
 DN5236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5236.degrees latitude (g = 980.6199 gals.).
 DN5236
 DN5236.The modeled gravity was interpolated from observed gravity values.
 DN5236
 DN5236;                    North         East    Units  Estimated Accuracy
 DN5236;SPC WI N     -    91,222.5     561,350.7     MT  (+/- 3 meters HH1 GPS) 
 DN5236
 DN5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9371695571(NAD 83)
 DN5236
 DN5236                          SUPERSEDED SURVEY CONTROL
 DN5236
 DN5236.No superseded survey control is available for this station.
 DN5236
 DN5236_MARKER: DD = SURVEY DISK
 DN5236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5236_STAMPING: 8S05 2006
 DN5236_MARK LOGO: WIDT
 DN5236_PROJECTION: FLUSH
 DN5236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5236+STABILITY: SURFACE MOTION
 DN5236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5236+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DN5236
 DN5236  HISTORY     - Date     Condition        Report By
 DN5236  HISTORY     - 2005     MONUMENTED       WIDT
 DN5236  HISTORY     - 20100602 GOOD             WIDT
 DN5236  HISTORY     - 20220210 POOR             WIDT
 DN5236
 DN5236                          STATION DESCRIPTION
 DN5236
 DN5236'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5236'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN5236'HIGHWAY B ON THE SOUTH SIDE OF THE VILLAGE OF BUTTERNUT, GO SOUTH ON
 DN5236'STATE HIGHWAY 13 FOR 1.4 MI (2.3 KM) TO GRAF ROAD RIGHT.  CONTINUE
 DN5236'SOUTH ON STATE HIGHWAY 13 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DN5236'LEFT.
 DN5236'
 DN5236'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5236'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5236'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5236'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5236'THE STATION IS 20.0 M (65.6 FT) EAST OF THE CENTERLINE OF STATE
 DN5236'HIGHWAY 13, 0.33 MI (0.5 KM) NORTH OF THE ASHLAND-PRICE COUNTY LINE,
 DN5236'0.08 MI (0.1 KM) NORTH OF PRIVATE ENTRANCE -11236-, 23.6 M (77.4 FT)
 DN5236'SOUTHEAST OF A -NO PASSING ZONE- WOODEN SIGN POST, 3.5 M (11.5 FT)
 DN5236'SOUTH OF AN ORANGE OVER WHITE -DANGER BURIED CABLE- POST, 2.0 M (6.6
 DN5236'FT) WEST OF A CULTIVATED FIELD, 1.5 M (4.9 FT) SOUTH-SOUTHWEST OF A
 DN5236'YELLOW METAL RIGHT-OF-WAY POST AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5236'PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5236'
 DN5236'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5236'DEGREES ABOVE THE HORIZON.
 DN5236
 DN5236                          STATION RECOVERY (2022)
 DN5236
 DN5236'RECOVERY NOTE BY WI DEPT OF TRANSP 2022 (SPM)
 DN5236'MONUMENT DISTURBED BY CULTIVATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5239 ***********************************************************************
 DN5239  DESIGNATION -  8S06
 DN5239  PID         -  DN5239
 DN5239  STATE/COUNTY-  WI/ASHLAND
 DN5239  COUNTRY     -  US
 DN5239  USGS QUAD   -  PEEKSVILLE (2018)
 DN5239
 DN5239                         *CURRENT SURVEY CONTROL
 DN5239  ______________________________________________________________________
 DN5239* NAD 83(1986) POSITION- 46 03 15.92   (N) 090 31 11.26   (W)   HD_HELD1
 DN5239* NAVD 88 ORTHO HEIGHT -   479.503 (meters)     1573.17  (feet) ADJUSTED
 DN5239  ______________________________________________________________________
 DN5239  GEOID HEIGHT    -        -30.480 (meters)                     GEOID18
 DN5239  DYNAMIC HEIGHT  -        479.494 (meters)     1573.14  (feet) COMP
 DN5239  MODELED GRAVITY -    980,582.2   (mgal)                       NAVD 88
 DN5239
 DN5239  VERT ORDER      -  SECOND    CLASS I
 DN5239
 DN5239.The horizontal coordinates were determined by differentially corrected
 DN5239.hand held GPS observations or other comparable positioning techniques
 DN5239.and have an estimated accuracy of +/- 3 meters.
 DN5239
 DN5239.The orthometric height was determined by differential leveling and
 DN5239.adjusted by the WI DEPT OF TRANSP
 DN5239.in May 2012.
 DN5239
 DN5239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5239.GEOID18 height accuracy estimate available here.
 DN5239
 DN5239.Click photographs - Photos may exist for this station.
 DN5239
 DN5239.The dynamic height is computed by dividing the NAVD 88
 DN5239.geopotential number by the normal gravity value computed on the
 DN5239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5239.degrees latitude (g = 980.6199 gals.).
 DN5239
 DN5239.The modeled gravity was interpolated from observed gravity values.
 DN5239
 DN5239;                    North         East    Units  Estimated Accuracy
 DN5239;SPC WI N     -    98,800.3     559,776.9     MT  (+/- 3 meters HH1 GPS) 
 DN5239
 DN5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9185703084(NAD 83)
 DN5239
 DN5239                          SUPERSEDED SURVEY CONTROL
 DN5239
 DN5239.No superseded survey control is available for this station.
 DN5239
 DN5239_MARKER: DD = SURVEY DISK
 DN5239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5239_STAMPING: 8S06 2006
 DN5239_MARK LOGO: WIDT
 DN5239_PROJECTION: FLUSH
 DN5239_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5239+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2010
 DN5239
 DN5239  HISTORY     - Date     Condition        Report By
 DN5239  HISTORY     - 2005     MONUMENTED       WIDT
 DN5239  HISTORY     - 20100525 GOOD             WIDT
 DN5239
 DN5239                          STATION DESCRIPTION
 DN5239
 DN5239'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5239'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN5239'HIGHWAY F IN THE VILLAGE OF BUTTERNUT, GO NORTH AND NORTHWEST ON STATE
 DN5239'HIGHWAY 13 FOR 3.2 MI (5.1 KM) TO THE SOUTH END OF AMSLER ROAD LEFT
 DN5239'AND NORTH END OF HENN ROAD RIGHT.  TURN LEFT AND GO WEST ON AMSLER
 DN5239'ROAD FOR 114 M (374.0 FT) TO THE STATION ON THE LEFT.
 DN5239'
 DN5239'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5239'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5239'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5239'GROUND AND APPROXIMATELY 0.4 M (1.3 FT) HIGHER THAN THE ROAD PAVEMENT.
 DN5239'THE STATION IS 6.8 M (22.3 FT) SOUTH OF THE CENTERLINE OF AMSLER ROAD,
 DN5239'28.6 M (93.8 FT) EAST OF A -STOP AHEAD- METAL SIGN POST, 16.1 M (52.8
 DN5239'FT) SOUTH-SOUTHEAST OF A POST WITH SNOWMOBILE -STOP AHEAD- AND -RIGHT
 DN5239'TURN- SIGNS ATTACHED, 3.3 M (10.8 FT) NORTH OF A CULTIVATED FIELD AND
 DN5239'IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE
 DN5239'STATION.
 DN5239'
 DN5239'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE EAST AND
 DN5239'WEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5240 ***********************************************************************
 DN5240  DESIGNATION -  8S07
 DN5240  PID         -  DN5240
 DN5240  STATE/COUNTY-  WI/ASHLAND
 DN5240  COUNTRY     -  US
 DN5240  USGS QUAD   -  PEEKSVILLE (2018)
 DN5240
 DN5240                         *CURRENT SURVEY CONTROL
 DN5240  ______________________________________________________________________
 DN5240* NAD 83(1986) POSITION- 46 04 11.83   (N) 090 32 42.77   (W)   HD_HELD1
 DN5240* NAVD 88 ORTHO HEIGHT -   472.030 (meters)     1548.65  (feet) ADJUSTED
 DN5240  ______________________________________________________________________
 DN5240  GEOID HEIGHT    -        -30.486 (meters)                     GEOID18
 DN5240  DYNAMIC HEIGHT  -        472.020 (meters)     1548.62  (feet) COMP
 DN5240  MODELED GRAVITY -    980,578.6   (mgal)                       NAVD 88
 DN5240
 DN5240  VERT ORDER      -  SECOND    CLASS I
 DN5240
 DN5240.The horizontal coordinates were determined by differentially corrected
 DN5240.hand held GPS observations or other comparable positioning techniques
 DN5240.and have an estimated accuracy of +/- 3 meters.
 DN5240
 DN5240.The orthometric height was determined by differential leveling and
 DN5240.adjusted by the WI DEPT OF TRANSP
 DN5240.in May 2012.
 DN5240
 DN5240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5240.GEOID18 height accuracy estimate available here.
 DN5240
 DN5240.Click photographs - Photos may exist for this station.
 DN5240
 DN5240.The dynamic height is computed by dividing the NAVD 88
 DN5240.geopotential number by the normal gravity value computed on the
 DN5240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5240.degrees latitude (g = 980.6199 gals.).
 DN5240
 DN5240.The modeled gravity was interpolated from observed gravity values.
 DN5240
 DN5240;                    North         East    Units  Estimated Accuracy
 DN5240;SPC WI N     -   100,539.6     557,821.8     MT  (+/- 3 meters HH1 GPS) 
 DN5240
 DN5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8983704749(NAD 83)
 DN5240
 DN5240                          SUPERSEDED SURVEY CONTROL
 DN5240
 DN5240.No superseded survey control is available for this station.
 DN5240
 DN5240_MARKER: DD = SURVEY DISK
 DN5240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5240_STAMPING: 8S07 2006
 DN5240_MARK LOGO: WIDT
 DN5240_PROJECTION: FLUSH
 DN5240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5240+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2010
 DN5240
 DN5240  HISTORY     - Date     Condition        Report By
 DN5240  HISTORY     - 2005     MONUMENTED       WIDT
 DN5240  HISTORY     - 20100525 GOOD             WIDT
 DN5240
 DN5240                          STATION DESCRIPTION
 DN5240
 DN5240'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5240'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN5240'HIGHWAY F IN THE VILLAGE OF BUTTERNUT, GO NORTH AND NORTHWEST ON STATE
 DN5240'HIGHWAY 13 FOR 4.6 MI (7.4 KM) TO THE SOUTH END OF NEUBERGER ROAD
 DN5240'LEFT.  TURN LEFT AND GO WEST ON NEUBERGER ROAD FOR 0.39 MI (0.6 KM) TO
 DN5240'A WOODS ROAD NEAR THE BOTTOM OF A HILL LEFT AND THE STATION ON THE
 DN5240'LEFT.
 DN5240'
 DN5240'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5240'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5240'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5240'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) HIGHER THAN THE ROAD PAVEMENT.
 DN5240'THE STATION IS 6.9 M (22.6 FT) SOUTH OF THE CENTERLINE OF NEUBERGER
 DN5240'ROAD, 84.5 M (277.2 FT) EAST-SOUTHEAST OF A -RIGHT CURVE AHEAD- SIGN
 DN5240'POST, 8.3 M (27.2 FT) EAST OF THE CENTERLINE OF A WOODS ROAD AND IS 1
 DN5240'M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5240'
 DN5240'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 DN5240'EXTENDING TO 50 DEGREES, TREES TO THE EAST EXTENDING TO 30 DEGREES AND
 DN5240'TREES IN THE NORTH QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE
 DN5240'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5241 ***********************************************************************
 DN5241  DESIGNATION -  8S08
 DN5241  PID         -  DN5241
 DN5241  STATE/COUNTY-  WI/ASHLAND
 DN5241  COUNTRY     -  US
 DN5241  USGS QUAD   -  PEEKSVILLE (2018)
 DN5241
 DN5241                         *CURRENT SURVEY CONTROL
 DN5241  ______________________________________________________________________
 DN5241* NAD 83(1986) POSITION- 46 05 54.66   (N) 090 32 44.87   (W)   HD_HELD1
 DN5241* NAVD 88 ORTHO HEIGHT -   481.335 (meters)     1579.18  (feet) ADJUSTED
 DN5241  ______________________________________________________________________
 DN5241  GEOID HEIGHT    -        -30.518 (meters)                     GEOID18
 DN5241  DYNAMIC HEIGHT  -        481.324 (meters)     1579.14  (feet) COMP
 DN5241  MODELED GRAVITY -    980,577.2   (mgal)                       NAVD 88
 DN5241
 DN5241  VERT ORDER      -  SECOND    CLASS I
 DN5241
 DN5241.The horizontal coordinates were determined by differentially corrected
 DN5241.hand held GPS observations or other comparable positioning techniques
 DN5241.and have an estimated accuracy of +/- 3 meters.
 DN5241
 DN5241.The orthometric height was determined by differential leveling and
 DN5241.adjusted by the WI DEPT OF TRANSP
 DN5241.in May 2012.
 DN5241
 DN5241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5241.GEOID18 height accuracy estimate available here.
 DN5241
 DN5241.Click photographs - Photos may exist for this station.
 DN5241
 DN5241.The dynamic height is computed by dividing the NAVD 88
 DN5241.geopotential number by the normal gravity value computed on the
 DN5241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5241.degrees latitude (g = 980.6199 gals.).
 DN5241
 DN5241.The modeled gravity was interpolated from observed gravity values.
 DN5241
 DN5241;                    North         East    Units  Estimated Accuracy
 DN5241;SPC WI N     -   103,714.6     557,798.5     MT  (+/- 3 meters HH1 GPS) 
 DN5241
 DN5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8969407921(NAD 83)
 DN5241
 DN5241                          SUPERSEDED SURVEY CONTROL
 DN5241
 DN5241.No superseded survey control is available for this station.
 DN5241
 DN5241_MARKER: DD = SURVEY DISK
 DN5241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5241_STAMPING: 8S08 2006
 DN5241_MARK LOGO: WIDT
 DN5241_PROJECTION: FLUSH
 DN5241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5241+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DN5241
 DN5241  HISTORY     - Date     Condition        Report By
 DN5241  HISTORY     - 2005     MONUMENTED       WIDT
 DN5241  HISTORY     - 20100524 GOOD             WIDT
 DN5241
 DN5241                          STATION DESCRIPTION
 DN5241
 DN5241'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5241'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (BROADWAY)
 DN5241'WITH COUNTY HIGHWAY N (GRANT STREET) IN THE COMMUNITY OF GLIDDEN, GO
 DN5241'SOUTHEAST AND SOUTH ON STATE HIGHWAY 13 FOR 3.0 MI (4.8 KM) TO
 DN5241'KILLINGER ROAD RIGHT AND PEEKSVILLE ROAD LEFT.  TURN LEFT AND GO EAST
 DN5241'ON PEEKSVILLE ROAD FOR 0.22 MI (0.4 KM) TO THE STATION ON THE LEFT.
 DN5241'
 DN5241'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5241'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5241'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5241'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5241'
 DN5241'THE STATION IS 7.6 M (24.9 FT) NORTH OF THE CENTERLINE OF PEEKSVILLE
 DN5241'ROAD, 0.8 MI (1.3 KM) WEST OF MEYERS LAKE ROAD, 85 M (278.9 FT) WEST
 DN5241'OF PRIVATE ENTRANCE -78280-, 21.5 M (70.5 FT) NORTHWEST OF AN ORANGE
 DN5241'-WARNING BURIED CABLE- SIGN, 7.3 M (24.0 FT) WEST OF A 2.5 M (8.2 FT)
 DN5241'HIGH YELLOW -CAUTION GAS PIPELINE- POST AND IS 1 M (3.3 FT) FROM THREE
 DN5241'WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5241'
 DN5241'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHEAST
 DN5241'AND NORTHWEST EXTENDING TO 40 DEGREES AND TREES IN THE SOUTH QUADRANTS
 DN5241'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5243 ***********************************************************************
 DN5243  DESIGNATION -  8S09
 DN5243  PID         -  DN5243
 DN5243  STATE/COUNTY-  WI/ASHLAND
 DN5243  COUNTRY     -  US
 DN5243  USGS QUAD   -  GLIDDEN (2018)
 DN5243
 DN5243                         *CURRENT SURVEY CONTROL
 DN5243  ______________________________________________________________________
 DN5243* NAD 83(1986) POSITION- 46 08 18.28   (N) 090 35 27.44   (W)   HD_HELD1
 DN5243* NAVD 88 ORTHO HEIGHT -   479.975 (meters)     1574.72  (feet) ADJUSTED
 DN5243  ______________________________________________________________________
 DN5243  GEOID HEIGHT    -        -30.555 (meters)                     GEOID18
 DN5243  DYNAMIC HEIGHT  -        479.961 (meters)     1574.67  (feet) COMP
 DN5243  MODELED GRAVITY -    980,570.2   (mgal)                       NAVD 88
 DN5243
 DN5243  VERT ORDER      -  SECOND    CLASS I
 DN5243
 DN5243.The horizontal coordinates were determined by differentially corrected
 DN5243.hand held GPS observations or other comparable positioning techniques
 DN5243.and have an estimated accuracy of +/- 3 meters.
 DN5243
 DN5243.The orthometric height was determined by differential leveling and
 DN5243.adjusted by the WI DEPT OF TRANSP
 DN5243.in May 2012.
 DN5243
 DN5243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5243.GEOID18 height accuracy estimate available here.
 DN5243
 DN5243.Click photographs - Photos may exist for this station.
 DN5243
 DN5243.The dynamic height is computed by dividing the NAVD 88
 DN5243.geopotential number by the normal gravity value computed on the
 DN5243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5243.degrees latitude (g = 980.6199 gals.).
 DN5243
 DN5243.The modeled gravity was interpolated from observed gravity values.
 DN5243
 DN5243;                    North         East    Units  Estimated Accuracy
 DN5243;SPC WI N     -   108,173.7     554,339.8     MT  (+/- 3 meters HH1 GPS) 
 DN5243
 DN5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8607012247(NAD 83)
 DN5243
 DN5243                          SUPERSEDED SURVEY CONTROL
 DN5243
 DN5243.No superseded survey control is available for this station.
 DN5243
 DN5243_MARKER: DD = SURVEY DISK
 DN5243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5243_STAMPING: 8S09 2006
 DN5243_MARK LOGO: WIDT
 DN5243_PROJECTION: FLUSH
 DN5243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5243+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2012
 DN5243
 DN5243  HISTORY     - Date     Condition        Report By
 DN5243  HISTORY     - 2005     MONUMENTED       WIDT
 DN5243  HISTORY     - 20100521 GOOD             WIDT
 DN5243  HISTORY     - 20121028 GOOD             WIDT
 DN5243
 DN5243                          STATION DESCRIPTION
 DN5243
 DN5243'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5243'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (BROADWAY)
 DN5243'WITH COUNTY HIGHWAY N (GRANT STREET) IN THE COMMUNITY OF GLIDDEN, GO
 DN5243'NORTHWEST ON STATE HIGHWAY 13 FOR 0.5 MI (0.8 KM) TO LENZ ROAD.  TURN
 DN5243'LEFT AND GO WEST ON LENZ ROAD FOR 0.39 MI (0.6 KM) TO KEMPF ROAD.
 DN5243'TURN LEFT AND GO SOUTH ON KEMPF ROAD FOR 0.16 MI (0.3 KM) TO THE
 DN5243'STATION ON THE LEFT.
 DN5243'
 DN5243'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5243'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5243'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5243'GROUND AND APPROXIMATELY 0.4 M (1.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5243'
 DN5243'THE STATION IS 7.5 M (24.6 FT) EAST OF THE CENTERLINE OF KEMPF ROAD,
 DN5243'0.33 MI (0.5 KM) NORTH OF POHL ROAD, 24.6 M (80.7 FT) SOUTHEAST OF A
 DN5243'POWER POLE WITH ONE TRANSFORMER, 12.6 M (41.3 FT) NORTH OF THE
 DN5243'EXTENDED CENTERLINE OF PRIVATE ENTRANCE -21821- AND IS 1 M (3.3 FT)
 DN5243'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5243'
 DN5243'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5243'DEGREES ABOVE THE HORIZON.
 DN5243
 DN5243                          STATION RECOVERY (2012)
 DN5243
 DN5243'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DN5243'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5244 ***********************************************************************
 DN5244  DESIGNATION -  8S10
 DN5244  PID         -  DN5244
 DN5244  STATE/COUNTY-  WI/ASHLAND
 DN5244  COUNTRY     -  US
 DN5244  USGS QUAD   -  GLIDDEN (2018)
 DN5244
 DN5244                         *CURRENT SURVEY CONTROL
 DN5244  ______________________________________________________________________
 DN5244* NAD 83(1986) POSITION- 46 09 24.7    (N) 090 37 19.3    (W)   HD_HELD2
 DN5244* NAVD 88 ORTHO HEIGHT -   458.798 (meters)     1505.24  (feet) ADJUSTED
 DN5244  ______________________________________________________________________
 DN5244  GEOID HEIGHT    -        -30.558 (meters)                     GEOID18
 DN5244  DYNAMIC HEIGHT  -        458.783 (meters)     1505.19  (feet) COMP
 DN5244  MODELED GRAVITY -    980,567.9   (mgal)                       NAVD 88
 DN5244
 DN5244  VERT ORDER      -  SECOND    CLASS I
 DN5244
 DN5244.The horizontal coordinates were established by autonomous hand held GPS
 DN5244.observations and have an estimated accuracy of +/- 10 meters.
 DN5244
 DN5244.The orthometric height was determined by differential leveling and
 DN5244.adjusted by the WI DEPT OF TRANSP
 DN5244.in May 2012.
 DN5244
 DN5244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5244.GEOID18 height accuracy estimate available here.
 DN5244
 DN5244.Click photographs - Photos may exist for this station.
 DN5244
 DN5244.The dynamic height is computed by dividing the NAVD 88
 DN5244.geopotential number by the normal gravity value computed on the
 DN5244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5244.degrees latitude (g = 980.6199 gals.).
 DN5244
 DN5244.The modeled gravity was interpolated from observed gravity values.
 DN5244
 DN5244;                    North         East    Units  Estimated Accuracy
 DN5244;SPC WI N     -   110,243.      551,955.      MT  (+/- 10 meters HH2 GPS)
 DN5244
 DN5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8360814224(NAD 83)
 DN5244
 DN5244                          SUPERSEDED SURVEY CONTROL
 DN5244
 DN5244.No superseded survey control is available for this station.
 DN5244
 DN5244_MARKER: DD = SURVEY DISK
 DN5244_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5244_SP_SET: BRIDGE WING WALL
 DN5244_STAMPING: 8S10 2006
 DN5244_MARK LOGO: WIDT
 DN5244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5244+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2012
 DN5244
 DN5244  HISTORY     - Date     Condition        Report By
 DN5244  HISTORY     - 2006     MONUMENTED       WIDT
 DN5244  HISTORY     - 20100520 GOOD             WIDT
 DN5244  HISTORY     - 20121028 GOOD             WIDT
 DN5244
 DN5244                          STATION DESCRIPTION
 DN5244
 DN5244'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5244'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DN5244'HIGHWAY 77 WEST APPROXIMATELY 2.8 MI (4.5 KM) NORTHWEST OF THE
 DN5244'COMMUNITY OF GLIDDEN, GO SOUTH ON STATE HIGHWAY 13 FOR 91 M (298.6 FT)
 DN5244'TO BRIDGE -B-2-46-97- OVER DRYDEN CREEK AND THE STATION ON THE RIGHT.
 DN5244'
 DN5244'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5244'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5244'THE SOUTHEAST END OF THE NORTHWEST WING WALL APPROXIMATELY 1 M (3.3
 DN5244'FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5244'
 DN5244'THE STATION IS 11.7 M (38.4 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DN5244'HIGHWAY 13, 20.4 M (66.9 FT) WEST OF AN UNSTAMPED ALUMINUM WIS
 DN5244'DEPARTMENT OF TRANSPORTATION DISK IN THE TOP OF THE SOUTHEAST WING
 DN5244'WALL, 4.2 M (13.8 FT) SOUTHWEST OF A METAL GUARD RAIL AND 1.3 M (4.3
 DN5244'FT) SOUTH-SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DN5244'
 DN5244'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTH
 DN5244'QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DN5244
 DN5244                          STATION RECOVERY (2012)
 DN5244
 DN5244'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DN5244'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5242 ***********************************************************************
 DN5242  DESIGNATION -  8S11
 DN5242  PID         -  DN5242
 DN5242  STATE/COUNTY-  WI/ASHLAND
 DN5242  COUNTRY     -  US
 DN5242  USGS QUAD   -  GLIDDEN (2018)
 DN5242
 DN5242                         *CURRENT SURVEY CONTROL
 DN5242  ______________________________________________________________________
 DN5242* NAD 83(1986) POSITION- 46 08 20.     (N) 090 34 40.     (W)   SCALED
 DN5242* NAVD 88 ORTHO HEIGHT -   463.952 (meters)     1522.15  (feet) ADJUSTED
 DN5242  ______________________________________________________________________
 DN5242  GEOID HEIGHT    -        -30.564 (meters)                     GEOID18
 DN5242  DYNAMIC HEIGHT  -        463.938 (meters)     1522.10  (feet) COMP
 DN5242  MODELED GRAVITY -    980,570.5   (mgal)                       NAVD 88
 DN5242
 DN5242  VERT ORDER      -  SECOND    CLASS I
 DN5242
 DN5242.The horizontal coordinates were scaled from a map and have
 DN5242.an estimated accuracy of +/- 6 seconds.
 DN5242
 DN5242.The orthometric height was determined by differential leveling and
 DN5242.adjusted by the WI DEPT OF TRANSP
 DN5242.in May 2012.
 DN5242
 DN5242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5242.GEOID18 height accuracy estimate available here.
 DN5242
 DN5242.Click photographs - Photos may exist for this station.
 DN5242
 DN5242.The dynamic height is computed by dividing the NAVD 88
 DN5242.geopotential number by the normal gravity value computed on the
 DN5242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5242.degrees latitude (g = 980.6199 gals.).
 DN5242
 DN5242.The modeled gravity was interpolated from observed gravity values.
 DN5242
 DN5242;                    North         East    Units  Estimated Accuracy
 DN5242;SPC WI N     -   108,220.      555,360.      MT  (+/- 180 meters Scaled)
 DN5242
 DN5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM870123(NAD 83)
 DN5242
 DN5242                          SUPERSEDED SURVEY CONTROL
 DN5242
 DN5242.No superseded survey control is available for this station.
 DN5242
 DN5242_MARKER: DD = SURVEY DISK
 DN5242_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5242_SP_SET: RAILROAD BRIDGE ABUTMENT
 DN5242_STAMPING: 8S11 2009
 DN5242_MARK LOGO: WIDT
 DN5242_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5242+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2010
 DN5242
 DN5242  HISTORY     - Date     Condition        Report By
 DN5242  HISTORY     - 2009     MONUMENTED       WIDT
 DN5242  HISTORY     - 20100521 GOOD             WIDT
 DN5242
 DN5242                          STATION DESCRIPTION
 DN5242
 DN5242'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5242'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (BROADWAY)
 DN5242'WITH COUNTY HIGHWAY N (GRANT STREET) IN THE COMMUNITY OF GLIDDEN, GO
 DN5242'NORTH ON COUNTY HIGHWAY N (GRANT STREET) FOR 0.15 MI (0.2 KM) TO AN AT
 DN5242'GRADE RAILROAD CROSSING AND A SERVICE ROAD ON THE LEFT.  TURN LEFT AND
 DN5242'GO WEST ON THE SERVICE ROAD FOR 0.1 MI (0.2 KM) TO A RAILROAD BRIDGE
 DN5242'SPANNING THE EAST FORK OF THE CHIPPEWA RIVER AND THE STATION ON THE
 DN5242'RIGHT.
 DN5242'
 DN5242'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5242'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5242'THE NORTH END OF THE EAST BRIDGE ABUTMENT OF THE RAILROAD BRIDGE AND
 DN5242'APPROXIMATELY LEVEL WITH RAILROAD TRACKS.
 DN5242'
 DN5242'THE STATION IS 2.4 M (7.9 FT) NORTHEAST OF THE CENTER OF THE WISCONSIN
 DN5242'CENTRAL RAILS AND 0.85 M (2.8 FT) WEST OF A WHITE PLASTIC WITNESS
 DN5242'POST.
 DN5242'
 DN5242'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5242'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4946 ***********************************************************************
 DN4946  DESIGNATION -  8S12
 DN4946  PID         -  DN4946
 DN4946  STATE/COUNTY-  WI/ASHLAND
 DN4946  COUNTRY     -  US
 DN4946  USGS QUAD   -  BUTTERNUT (2018)
 DN4946
 DN4946                         *CURRENT SURVEY CONTROL
 DN4946  ______________________________________________________________________
 DN4946* NAD 83(1986) POSITION- 46 00 26.     (N) 090 29 56.     (W)   SCALED
 DN4946* NAVD 88 ORTHO HEIGHT -   457.035 (meters)     1499.46  (feet) ADJUSTED
 DN4946  ______________________________________________________________________
 DN4946  GEOID HEIGHT    -        -30.466 (meters)                     GEOID18
 DN4946  DYNAMIC HEIGHT  -        457.028 (meters)     1499.43  (feet) COMP
 DN4946  MODELED GRAVITY -    980,585.9   (mgal)                       NAVD 88
 DN4946
 DN4946  VERT ORDER      -  SECOND    CLASS I
 DN4946
 DN4946.The horizontal coordinates were scaled from a map and have
 DN4946.an estimated accuracy of +/- 6 seconds.
 DN4946
 DN4946.The orthometric height was determined by differential leveling and
 DN4946.adjusted by the WI DEPT OF TRANSP
 DN4946.in May 2012.
 DN4946
 DN4946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4946.GEOID18 height accuracy estimate available here.
 DN4946
 DN4946.Click photographs - Photos may exist for this station.
 DN4946
 DN4946.The dynamic height is computed by dividing the NAVD 88
 DN4946.geopotential number by the normal gravity value computed on the
 DN4946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4946.degrees latitude (g = 980.6199 gals.).
 DN4946
 DN4946.The modeled gravity was interpolated from observed gravity values.
 DN4946
 DN4946;                    North         East    Units  Estimated Accuracy
 DN4946;SPC WI N     -    93,540.      561,360.      MT  (+/- 180 meters Scaled)
 DN4946
 DN4946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL936978(NAD 83)
 DN4946
 DN4946                          SUPERSEDED SURVEY CONTROL
 DN4946
 DN4946.No superseded survey control is available for this station.
 DN4946
 DN4946_MARKER: DD = SURVEY DISK
 DN4946_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN4946_SP_SET: BRIDGE ABUTMENT
 DN4946_STAMPING: 8S12 2009
 DN4946_MARK LOGO: WIDT
 DN4946_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4946+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DN4946
 DN4946  HISTORY     - Date     Condition        Report By
 DN4946  HISTORY     - 2009     MONUMENTED       WIDT
 DN4946  HISTORY     - 20100602 GOOD             WIDT
 DN4946
 DN4946                          STATION DESCRIPTION
 DN4946
 DN4946'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4946'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN4946'HIGHWAY F IN THE VILLAGE OF BUTTERNUT, GO SOUTH ON STATE HIGHWAY 13
 DN4946'FOR 0.45 MI (0.7 KM) TO A BRIDGE OVER BUTTERNUT CREEK AND THE STATION
 DN4946'ON THE LEFT.
 DN4946'
 DN4946'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4946'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN4946'THE EAST END OF THE NORTH ABUTMENT OF BRIDGE B-2-57-00, APPROXIMATELY
 DN4946'LEVEL WITH THE HIGHWAY PAVEMENT.
 DN4946'
 DN4946'THE STATION IS 7.3 M (24.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DN4946'13 AND 1.5 M (4.9 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DN4946'
 DN4946'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN4946'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4996 ***********************************************************************
 DN4996  DESIGNATION -  8S13
 DN4996  PID         -  DN4996
 DN4996  STATE/COUNTY-  WI/ASHLAND
 DN4996  COUNTRY     -  US
 DN4996  USGS QUAD   -  CLAM LAKE SE (2018)
 DN4996
 DN4996                         *CURRENT SURVEY CONTROL
 DN4996  ______________________________________________________________________
 DN4996* NAD 83(1986) POSITION- 46 04 15.78   (N) 090 51 41.09   (W)   HD_HELD1
 DN4996* NAVD 88 ORTHO HEIGHT -   437.661 (meters)     1435.89  (feet) ADJUSTED
 DN4996  ______________________________________________________________________
 DN4996  GEOID HEIGHT    -        -30.201 (meters)                     GEOID18
 DN4996  DYNAMIC HEIGHT  -        437.651 (meters)     1435.86  (feet) COMP
 DN4996  MODELED GRAVITY -    980,579.9   (mgal)                       NAVD 88
 DN4996
 DN4996  VERT ORDER      -  SECOND    CLASS I
 DN4996
 DN4996.The horizontal coordinates were determined by differentially corrected
 DN4996.hand held GPS observations or other comparable positioning techniques
 DN4996.and have an estimated accuracy of +/- 3 meters.
 DN4996
 DN4996.The orthometric height was determined by differential leveling and
 DN4996.adjusted by the WI DEPT OF TRANSP
 DN4996.in May 2012.
 DN4996
 DN4996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4996.GEOID18 height accuracy estimate available here.
 DN4996
 DN4996.Click photographs - Photos may exist for this station.
 DN4996
 DN4996.The dynamic height is computed by dividing the NAVD 88
 DN4996.geopotential number by the normal gravity value computed on the
 DN4996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4996.degrees latitude (g = 980.6199 gals.).
 DN4996
 DN4996.The modeled gravity was interpolated from observed gravity values.
 DN4996
 DN4996;                    North         East    Units  Estimated Accuracy
 DN4996;SPC WI N     -   100,878.1     533,362.4     MT  (+/- 3 meters HH1 GPS) 
 DN4996
 DN4996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6538204165(NAD 83)
 DN4996
 DN4996                          SUPERSEDED SURVEY CONTROL
 DN4996
 DN4996.No superseded survey control is available for this station.
 DN4996
 DN4996_MARKER: DD = SURVEY DISK
 DN4996_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN4996_SP_SET: BRIDGE ABUTMENT
 DN4996_STAMPING: 8S13 2009
 DN4996_MARK LOGO: WIDT
 DN4996_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4996+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 DN4996
 DN4996  HISTORY     - Date     Condition        Report By
 DN4996  HISTORY     - 2009     MONUMENTED       WIDT
 DN4996  HISTORY     - 20100420 GOOD             WIDT
 DN4996
 DN4996                          STATION DESCRIPTION
 DN4996
 DN4996'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4996'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN4996'HIGHWAY GG SOUTH APPROXIMATELY 1 MI (1.6 KM) EAST OF THE COMMUNITY OF
 DN4996'CLAM LAKE, GO SOUTH ON COUNTY HIGHWAY GG FOR 6.6 MI (10.6 KM) TO A
 DN4996'BRIDGE OVER MOOSE RIVER AND THE STATION ON THE RIGHT.
 DN4996'
 DN4996'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4996'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN4996'THE WEST END OF THE NORTH ABUTMENT OF BRIDGE 'B-2-10-61',
 DN4996'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DN4996'
 DN4996'THE STATION IS 5.3 M (17.4 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DN4996'HIGHWAY GG AND 1.25 M (4.1 FT) SOUTHEAST OF A WHITE OF A WHITE PLASTIC
 DN4996'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5116 ***********************************************************************
 DN5116  DESIGNATION -  8S14
 DN5116  PID         -  DN5116
 DN5116  STATE/COUNTY-  WI/SAWYER
 DN5116  COUNTRY     -  US
 DN5116  USGS QUAD   -  CLAM LAKE SW (2018)
 DN5116
 DN5116                         *CURRENT SURVEY CONTROL
 DN5116  ______________________________________________________________________
 DN5116* NAD 83(1986) POSITION- 46 07 12.24   (N) 090 57 30.69   (W)   HD_HELD1
 DN5116* NAVD 88 ORTHO HEIGHT -   440.740 (meters)     1445.99  (feet) ADJUSTED
 DN5116  ______________________________________________________________________
 DN5116  GEOID HEIGHT    -        -30.052 (meters)                     GEOID18
 DN5116  DYNAMIC HEIGHT  -        440.731 (meters)     1445.97  (feet) COMP
 DN5116  MODELED GRAVITY -    980,580.9   (mgal)                       NAVD 88
 DN5116
 DN5116  VERT ORDER      -  SECOND    CLASS I
 DN5116
 DN5116.The horizontal coordinates were determined by differentially corrected
 DN5116.hand held GPS observations or other comparable positioning techniques
 DN5116.and have an estimated accuracy of +/- 3 meters.
 DN5116
 DN5116.The orthometric height was determined by differential leveling and
 DN5116.adjusted by the WI DEPT OF TRANSP
 DN5116.in May 2012.
 DN5116
 DN5116.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5116.GEOID18 height accuracy estimate available here.
 DN5116
 DN5116.Click photographs - Photos may exist for this station.
 DN5116
 DN5116.The dynamic height is computed by dividing the NAVD 88
 DN5116.geopotential number by the normal gravity value computed on the
 DN5116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5116.degrees latitude (g = 980.6199 gals.).
 DN5116
 DN5116.The modeled gravity was interpolated from observed gravity values.
 DN5116
 DN5116;                    North         East    Units  Estimated Accuracy
 DN5116;SPC WI N     -   106,411.9     525,916.1     MT  (+/- 3 meters HH1 GPS) 
 DN5116
 DN5116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5773209413(NAD 83)
 DN5116
 DN5116                          SUPERSEDED SURVEY CONTROL
 DN5116
 DN5116.No superseded survey control is available for this station.
 DN5116
 DN5116_MARKER: DD = SURVEY DISK
 DN5116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5116_STAMPING: 8S14 2009
 DN5116_MARK LOGO: WIDT
 DN5116_PROJECTION: FLUSH
 DN5116_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5116+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 DN5116
 DN5116  HISTORY     - Date     Condition        Report By
 DN5116  HISTORY     - 2009     MONUMENTED       WIDT
 DN5116  HISTORY     - 20100512 GOOD             WIDT
 DN5116
 DN5116                          STATION DESCRIPTION
 DN5116
 DN5116'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5116'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND COUNTY
 DN5116'HIGHWAY M, GO WEST ON STATE HIGHWAY 77 FOR APPROXIMATELY 4.1 MI (6.6
 DN5116'KM) TO THE STATION ON THE RIGHT.
 DN5116'
 DN5116'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5116'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT APPROXIMATELY 3 FT
 DN5116'(0.9 M) BELOW THE STATE HIGHWAY 77 PAVEMENT.
 DN5116'
 DN5116'THE STATION IS 0.5 MI (0.8 KM) SOUTHWEST OF FOREST ROAD 208, 1.5 MI
 DN5116'(2.4 KM) NORTHEAST OF FOREST ROAD 672, 38 FT (11.6 M) NORTHWEST OF
 DN5116'STATE HIGHWAY 77 CENTERLINE AND IS 1 M (3.3 FT) FROM THREE WHITE
 DN5116'PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5117 ***********************************************************************
 DN5117  DESIGNATION -  8S15
 DN5117  PID         -  DN5117
 DN5117  STATE/COUNTY-  WI/SAWYER
 DN5117  COUNTRY     -  US
 DN5117  USGS QUAD   -  CLAM LAKE (2018)
 DN5117
 DN5117                         *CURRENT SURVEY CONTROL
 DN5117  ______________________________________________________________________
 DN5117* NAD 83(1986) POSITION- 46 08 21.     (N) 090 56 02.     (W)   SCALED
 DN5117* NAVD 88 ORTHO HEIGHT -   439.702 (meters)     1442.59  (feet) ADJUSTED
 DN5117  ______________________________________________________________________
 DN5117  GEOID HEIGHT    -        -30.109 (meters)                     GEOID18
 DN5117  DYNAMIC HEIGHT  -        439.694 (meters)     1442.56  (feet) COMP
 DN5117  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 DN5117
 DN5117  VERT ORDER      -  SECOND    CLASS I
 DN5117
 DN5117.The horizontal coordinates were scaled from a map and have
 DN5117.an estimated accuracy of +/- 6 seconds.
 DN5117
 DN5117.The orthometric height was determined by differential leveling and
 DN5117.adjusted by the WI DEPT OF TRANSP
 DN5117.in May 2012.
 DN5117
 DN5117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5117.GEOID18 height accuracy estimate available here.
 DN5117
 DN5117.Click photographs - Photos may exist for this station.
 DN5117
 DN5117.The dynamic height is computed by dividing the NAVD 88
 DN5117.geopotential number by the normal gravity value computed on the
 DN5117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5117.degrees latitude (g = 980.6199 gals.).
 DN5117
 DN5117.The modeled gravity was interpolated from observed gravity values.
 DN5117
 DN5117;                    North         East    Units  Estimated Accuracy
 DN5117;SPC WI N     -   108,510.      527,850.      MT  (+/- 180 meters Scaled)
 DN5117
 DN5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM595115(NAD 83)
 DN5117
 DN5117                          SUPERSEDED SURVEY CONTROL
 DN5117
 DN5117.No superseded survey control is available for this station.
 DN5117
 DN5117_MARKER: DD = SURVEY DISK
 DN5117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5117_STAMPING: 8S15 2009
 DN5117_MARK LOGO: WIDT
 DN5117_PROJECTION: FLUSH
 DN5117_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5117+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 DN5117
 DN5117  HISTORY     - Date     Condition        Report By
 DN5117  HISTORY     - 2009     MONUMENTED       WIDT
 DN5117  HISTORY     - 20100512 GOOD             WIDT
 DN5117
 DN5117                          STATION DESCRIPTION
 DN5117
 DN5117'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5117'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND COUNTY
 DN5117'HIGHWAY M, GO WEST ON STATE HIGHWAY 77 FOR APPROXIMATELY 2.3 MI (3.7
 DN5117'KM) TO THE STATION ON THE RIGHT.
 DN5117'
 DN5117'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5117'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT APPROXIMATELY 3 FT
 DN5117'(0.9 M) ABOVE THE STATE HIGHWAY 77 PAVEMENT.
 DN5117'
 DN5117'THE STATION IS 0.3 MI (0.5 KM) NORTHEAST OF FOREST ROAD 1265, 1.4 MI
 DN5117'(2.3 KM) SOUTHWEST OF FOREST ROAD 336, 45 FT (13.7 M) NORTHWEST OF
 DN5117'STATE HIGHWAY 77 CENTERLINE, 50 FT (15.2 M) EAST OF DRIVEWAY NUMBER
 DN5117'5080W AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING
 DN5117'THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4995 ***********************************************************************
 DN4995  DESIGNATION -  8S16
 DN4995  PID         -  DN4995
 DN4995  STATE/COUNTY-  WI/ASHLAND
 DN4995  COUNTRY     -  US
 DN4995  USGS QUAD   -  CLAM LAKE (2018)
 DN4995
 DN4995                         *CURRENT SURVEY CONTROL
 DN4995  ______________________________________________________________________
 DN4995* NAD 83(1986) POSITION- 46 09 14.     (N) 090 54 55.     (W)   SCALED
 DN4995* NAVD 88 ORTHO HEIGHT -   431.981 (meters)     1417.26  (feet) ADJUSTED
 DN4995  ______________________________________________________________________
 DN4995  GEOID HEIGHT    -        -30.142 (meters)                     GEOID18
 DN4995  DYNAMIC HEIGHT  -        431.974 (meters)     1417.23  (feet) COMP
 DN4995  MODELED GRAVITY -    980,585.9   (mgal)                       NAVD 88
 DN4995
 DN4995  VERT ORDER      -  SECOND    CLASS I
 DN4995
 DN4995.The horizontal coordinates were scaled from a map and have
 DN4995.an estimated accuracy of +/- 6 seconds.
 DN4995
 DN4995.The orthometric height was determined by differential leveling and
 DN4995.adjusted by the WI DEPT OF TRANSP
 DN4995.in May 2012.
 DN4995
 DN4995.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4995.GEOID18 height accuracy estimate available here.
 DN4995
 DN4995.Click photographs - Photos may exist for this station.
 DN4995
 DN4995.The dynamic height is computed by dividing the NAVD 88
 DN4995.geopotential number by the normal gravity value computed on the
 DN4995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4995.degrees latitude (g = 980.6199 gals.).
 DN4995
 DN4995.The modeled gravity was interpolated from observed gravity values.
 DN4995
 DN4995;                    North         East    Units  Estimated Accuracy
 DN4995;SPC WI N     -   110,130.      529,300.      MT  (+/- 180 meters Scaled)
 DN4995
 DN4995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM609132(NAD 83)
 DN4995
 DN4995                          SUPERSEDED SURVEY CONTROL
 DN4995
 DN4995.No superseded survey control is available for this station.
 DN4995
 DN4995_MARKER: DD = SURVEY DISK
 DN4995_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN4995_SP_SET: BOX CULVERT WING WALL
 DN4995_STAMPING: 8S16 2009
 DN4995_MARK LOGO: WIDT
 DN4995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN4995+STABILITY: SURFACE MOTION
 DN4995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4995+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 DN4995
 DN4995  HISTORY     - Date     Condition        Report By
 DN4995  HISTORY     - 2009     MONUMENTED       WIDT
 DN4995  HISTORY     - 20100512 GOOD             WIDT
 DN4995
 DN4995                          STATION DESCRIPTION
 DN4995
 DN4995'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4995'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN4995'HIGHWAY M AND COUNTY HIGHWAY GG NORTH IN THE COMMUNITY OF CLAM LAKE,
 DN4995'GO SOUTHWEST ON STATE HIGHWAY 77 FOR 0.9 MI (1.4 KM) TO A BOX CULVERT
 DN4995'OVER THE WEST FORK OF THE CHIPPEWA RIVER AND THE STATION ON THE RIGHT.
 DN4995'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4995'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN4995'THE NORTHWEST BOX CULVERT WING WALL LEVEL, APPROXIMATELY 2 M (6.6 FT)
 DN4995'LOWER THAN THE HIGHWAY PAVEMENT.
 DN4995'
 DN4995'THE STATION IS 36 FT (11.0 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DN4995'77, 103 FT (31.4 M) WEST OF THE EXTENDED CENTERLINE OF A GRAVEL
 DN4995'DRIVEWAY FOR HOUSE NUMBER '60419'.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6025 ***********************************************************************
 DO6025  DESIGNATION -  8S28
 DO6025  PID         -  DO6025
 DO6025  STATE/COUNTY-  WI/ASHLAND
 DO6025  COUNTRY     -  US
 DO6025  USGS QUAD   -  SANBORN (2018)
 DO6025
 DO6025                         *CURRENT SURVEY CONTROL
 DO6025  ______________________________________________________________________
 DO6025* NAD 83(1986) POSITION- 46 25 35.6    (N) 090 54 28.3    (W)   HD_HELD2
 DO6025* NAVD 88 ORTHO HEIGHT -   246.595 (meters)      809.04  (feet) ADJUSTED
 DO6025  ______________________________________________________________________
 DO6025  GEOID HEIGHT    -        -30.872 (meters)                     GEOID18
 DO6025  DYNAMIC HEIGHT  -        246.602 (meters)      809.06  (feet) COMP
 DO6025  MODELED GRAVITY -    980,637.4   (mgal)                       NAVD 88
 DO6025
 DO6025  VERT ORDER      -  SECOND    CLASS I
 DO6025
 DO6025.The horizontal coordinates were established by autonomous hand held GPS
 DO6025.observations and have an estimated accuracy of +/- 10 meters.
 DO6025
 DO6025.The orthometric height was determined by differential leveling and
 DO6025.adjusted by the NATIONAL GEODETIC SURVEY
 DO6025.in February 2017.
 DO6025
 DO6025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6025.GEOID18 height accuracy estimate available here.
 DO6025
 DO6025.Click photographs - Photos may exist for this station.
 DO6025
 DO6025.The dynamic height is computed by dividing the NAVD 88
 DO6025.geopotential number by the normal gravity value computed on the
 DO6025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6025.degrees latitude (g = 980.6199 gals.).
 DO6025
 DO6025.The modeled gravity was interpolated from observed gravity values.
 DO6025
 DO6025;                    North         East    Units  Estimated Accuracy
 DO6025;SPC WI N     -   140,430.      530,221.      MT  (+/- 10 meters HH2 GPS)
 DO6025
 DO6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6074843569(NAD 83)
 DO6025
 DO6025                          SUPERSEDED SURVEY CONTROL
 DO6025
 DO6025  NAVD 88 (07/25/13)  246.609  (m)          809.08   (f) SUPERSEDED  2 1
 DO6025
 DO6025.Superseded values are not recommended for survey control.
 DO6025
 DO6025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6025.See file dsdata.pdf to determine how the superseded data were derived.
 DO6025
 DO6025_MARKER: DD = SURVEY DISK
 DO6025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6025_STAMPING: 8S28 2011
 DO6025_MARK LOGO: WIDT
 DO6025_PROJECTION: PROJECTING 10 CENTIMETERS
 DO6025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6025+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2012
 DO6025
 DO6025  HISTORY     - Date     Condition        Report By
 DO6025  HISTORY     - 2011     MONUMENTED       WIDT
 DO6025  HISTORY     - 20120913 GOOD             WIDT
 DO6025
 DO6025                          STATION DESCRIPTION
 DO6025
 DO6025'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6025'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF MASON, 4.4 MI
 DO6025'(7.0 KM) WEST OF MARENGO AND JUST SOUTH OF THE COMMUNITY OF SANBORN.
 DO6025'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 112 WITH
 DO6025'COUNTY HIGHWAY E LOCATED APPROXIMATELY 10 MI (16.1 KM) SOUTH OF THE
 DO6025'CITY OF ASHLAND, GO SOUTH ON COUNTY HIGHWAY E FOR 1.0 MI (1.6 KM) TO
 DO6025'OSREDKAR ROAD ON THE RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY EAST FOR
 DO6025'0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DO6025'
 DO6025'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6025'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6025'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 10 CM (4
 DO6025'INCHES) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DO6025'PAVEMENT.  THE STATION IS 10.1 M (33.1 FT) WEST OF THE CENTERLINE OF
 DO6025'COUNTY HIGHWAY E, 57.8 M (189.6 FT) NORTHWEST OF A POWER POLE
 DO6025'--31-72/80--, 43.5 M (142.7 FT) SOUTHWEST OF A POWER POLE
 DO6025'--31-72-85--, 20.6 M (67.6 FT) WEST OF A BARBED WIRE FENCE LINE, AND
 DO6025'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6025'WITNESS POSTS.
 DO6025'
 DO6025'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6025'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6010 ***********************************************************************
 DO6010  DESIGNATION -  8S29
 DO6010  PID         -  DO6010
 DO6010  STATE/COUNTY-  WI/ASHLAND
 DO6010  COUNTRY     -  US
 DO6010  USGS QUAD   -  SANBORN (2018)
 DO6010
 DO6010                         *CURRENT SURVEY CONTROL
 DO6010  ______________________________________________________________________
 DO6010* NAD 83(1986) POSITION- 46 27 07.8    (N) 090 54 26.8    (W)   HD_HELD2
 DO6010* NAVD 88 ORTHO HEIGHT -   267.321 (meters)      877.04  (feet) ADJUSTED
 DO6010  ______________________________________________________________________
 DO6010  GEOID HEIGHT    -        -31.004 (meters)                     GEOID18
 DO6010  DYNAMIC HEIGHT  -        267.329 (meters)      877.06  (feet) COMP
 DO6010  MODELED GRAVITY -    980,634.7   (mgal)                       NAVD 88
 DO6010
 DO6010  VERT ORDER      -  SECOND    CLASS I
 DO6010
 DO6010.The horizontal coordinates were established by autonomous hand held GPS
 DO6010.observations and have an estimated accuracy of +/- 10 meters.
 DO6010
 DO6010.The orthometric height was determined by differential leveling and
 DO6010.adjusted by the NATIONAL GEODETIC SURVEY
 DO6010.in February 2017.
 DO6010
 DO6010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6010.GEOID18 height accuracy estimate available here.
 DO6010
 DO6010.Click photographs - Photos may exist for this station.
 DO6010
 DO6010.The dynamic height is computed by dividing the NAVD 88
 DO6010.geopotential number by the normal gravity value computed on the
 DO6010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6010.degrees latitude (g = 980.6199 gals.).
 DO6010
 DO6010.The modeled gravity was interpolated from observed gravity values.
 DO6010
 DO6010;                    North         East    Units  Estimated Accuracy
 DO6010;SPC WI N     -   143,276.      530,286.      MT  (+/- 10 meters HH2 GPS)
 DO6010
 DO6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6070446415(NAD 83)
 DO6010
 DO6010                          SUPERSEDED SURVEY CONTROL
 DO6010
 DO6010  NAVD 88 (07/25/13)  267.336  (m)          877.08   (f) SUPERSEDED  2 1
 DO6010
 DO6010.Superseded values are not recommended for survey control.
 DO6010
 DO6010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6010.See file dsdata.pdf to determine how the superseded data were derived.
 DO6010
 DO6010_MARKER: DD = SURVEY DISK
 DO6010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6010_STAMPING: 8S29 2011
 DO6010_MARK LOGO: WIDT
 DO6010_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6010+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2012
 DO6010
 DO6010  HISTORY     - Date     Condition        Report By
 DO6010  HISTORY     - 2011     MONUMENTED       WIDT
 DO6010  HISTORY     - 20121013 GOOD             WIDT
 DO6010
 DO6010                          STATION DESCRIPTION
 DO6010
 DO6010'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6010'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST OF MASON, 4.8 MI
 DO6010'(7.7 KM) WEST-NORTHWEST OF MARENGO AND 1.3 MI (2.1 KM) NORTH OF
 DO6010'SANBORN.
 DO6010'
 DO6010'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 112 WITH
 DO6010'COUNTY HIGHWAY EAST LOCATED APPROXIMATELY 10 MI (16.1 KM) SOUTH OF THE
 DO6010'CITY OF ASHLAND, GO NORTH ON STATE HIGHWAY 112 FOR 0.5 MI (0.8 KM) TO
 DO6010'YONKOVICH ROAD ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 112 FOR
 DO6010'0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DO6010'
 DO6010'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6010'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6010'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO6010'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO6010'HIGHWAY PAVEMENT.  THE STATION IS 11.0 M (36.1 FT) EAST OF THE
 DO6010'CENTERLINE OF STATE HIGHWAY 112, 47.9 M (157.2 FT) NORTHEAST OF A
 DO6010'POWER POLE --19-76/62--, 44.3 M (145.3 FT) SOUTHEAST OF A POWER POLE
 DO6010'--19-76/66--, 6 M (19.7 FT) NORTH OF THE CENTER OF A GRAVEL FIELD
 DO6010'ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6010'WHITE PLASTIC WITNESS POSTS.
 DO6010'
 DO6010'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6010'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6009 ***********************************************************************
 DO6009  DESIGNATION -  8S30
 DO6009  PID         -  DO6009
 DO6009  STATE/COUNTY-  WI/ASHLAND
 DO6009  COUNTRY     -  US
 DO6009  USGS QUAD   -  SANBORN (2018)
 DO6009
 DO6009                         *CURRENT SURVEY CONTROL
 DO6009  ______________________________________________________________________
 DO6009* NAD 83(1986) POSITION- 46 28 51.6    (N) 090 54 27.5    (W)   HD_HELD2
 DO6009* NAVD 88 ORTHO HEIGHT -   252.826 (meters)      829.48  (feet) ADJUSTED
 DO6009  ______________________________________________________________________
 DO6009  GEOID HEIGHT    -        -31.150 (meters)                     GEOID18
 DO6009  DYNAMIC HEIGHT  -        252.833 (meters)      829.50  (feet) COMP
 DO6009  MODELED GRAVITY -    980,633.7   (mgal)                       NAVD 88
 DO6009
 DO6009  VERT ORDER      -  SECOND    CLASS I
 DO6009
 DO6009.The horizontal coordinates were established by autonomous hand held GPS
 DO6009.observations and have an estimated accuracy of +/- 10 meters.
 DO6009
 DO6009.The orthometric height was determined by differential leveling and
 DO6009.adjusted by the NATIONAL GEODETIC SURVEY
 DO6009.in February 2017.
 DO6009
 DO6009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6009.GEOID18 height accuracy estimate available here.
 DO6009
 DO6009.Click photographs - Photos may exist for this station.
 DO6009
 DO6009.The dynamic height is computed by dividing the NAVD 88
 DO6009.geopotential number by the normal gravity value computed on the
 DO6009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6009.degrees latitude (g = 980.6199 gals.).
 DO6009
 DO6009.The modeled gravity was interpolated from observed gravity values.
 DO6009
 DO6009;                    North         East    Units  Estimated Accuracy
 DO6009;SPC WI N     -   146,481.      530,307.      MT  (+/- 10 meters HH2 GPS)
 DO6009
 DO6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6060449619(NAD 83)
 DO6009
 DO6009                          SUPERSEDED SURVEY CONTROL
 DO6009
 DO6009  NAVD 88 (07/25/13)  252.841  (m)          829.53   (f) SUPERSEDED  2 1
 DO6009
 DO6009.Superseded values are not recommended for survey control.
 DO6009
 DO6009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6009.See file dsdata.pdf to determine how the superseded data were derived.
 DO6009
 DO6009_MARKER: DD = SURVEY DISK
 DO6009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6009_STAMPING: 8S30 2010
 DO6009_MARK LOGO: WIDT
 DO6009_PROJECTION: PROJECTING 8 CENTIMETERS
 DO6009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6009+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2012
 DO6009
 DO6009  HISTORY     - Date     Condition        Report By
 DO6009  HISTORY     - 2011     MONUMENTED       WIDT
 DO6009  HISTORY     - 20121012 GOOD             WIDT
 DO6009
 DO6009                          STATION DESCRIPTION
 DO6009
 DO6009'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6009'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) NORTHEAST OF MASON, 6 MI
 DO6009'(9.7 KM) NORTHWEST OF MARENGO AND 3.5 MI (5.6 KM) NORTH OF SANBORN.
 DO6009'
 DO6009'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 112 WITH STATE
 DO6009'HIGHWAY 118 LOCATED APPROXIMATELY 6 MI (9.7 KM) SOUTH OF THE CITY OF
 DO6009'ASHLAND, GO SOUTH ON STATE HIGHWAY 112 FOR 1.1 MI (1.8 KM) TO JOHN
 DO6009'JOHNSON ROAD ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 112 FOR
 DO6009'0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DO6009'
 DO6009'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6009'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6009'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 8 CM (3
 DO6009'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO6009'HIGHWAY PAVEMENT.  THE STATION IS 13.3 M (43.6 FT) WEST OF THE
 DO6009'CENTERLINE OF STATE HIGHWAY 112, 111 M (364.2 FT) SOUTH OF THE CENTER
 DO6009'OF A PRIVATE GRAVEL DRIVE -45699-, 60.4 M (198.2 FT) SOUTHWEST OF A
 DO6009'POWER POLE --7-87/65--, 39.8 M (130.6 FT) NORTHWEST OF A POWER POLE
 DO6009'--7-87/61--, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6009'WHITE PLASTIC WITNESS POSTS.
 DO6009'
 DO6009'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6009'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6019 ***********************************************************************
 DO6019  DESIGNATION -  8S76
 DO6019  PID         -  DO6019
 DO6019  STATE/COUNTY-  WI/ASHLAND
 DO6019  COUNTRY     -  US
 DO6019  USGS QUAD   -  MORSE (2018)
 DO6019
 DO6019                         *CURRENT SURVEY CONTROL
 DO6019  ______________________________________________________________________
 DO6019* NAD 83(1986) POSITION- 46 11 10.85   (N) 090 37 30.21   (W)   HD_HELD1
 DO6019* NAVD 88 ORTHO HEIGHT -   462.288 (meters)     1516.69  (feet) ADJUSTED
 DO6019  ______________________________________________________________________
 DO6019  GEOID HEIGHT    -        -30.561 (meters)                     GEOID18
 DO6019  DYNAMIC HEIGHT  -        462.275 (meters)     1516.65  (feet) COMP
 DO6019  MODELED GRAVITY -    980,574.7   (mgal)                       NAVD 88
 DO6019
 DO6019  VERT ORDER      -  SECOND    CLASS I
 DO6019
 DO6019.The horizontal coordinates were determined by differentially corrected
 DO6019.hand held GPS observations or other comparable positioning techniques
 DO6019.and have an estimated accuracy of +/- 3 meters.
 DO6019
 DO6019.The orthometric height was determined by differential leveling and
 DO6019.adjusted by the NATIONAL GEODETIC SURVEY
 DO6019.in February 2017.
 DO6019
 DO6019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6019.GEOID18 height accuracy estimate available here.
 DO6019
 DO6019.Click photographs - Photos may exist for this station.
 DO6019
 DO6019.The dynamic height is computed by dividing the NAVD 88
 DO6019.geopotential number by the normal gravity value computed on the
 DO6019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6019.degrees latitude (g = 980.6199 gals.).
 DO6019
 DO6019.The modeled gravity was interpolated from observed gravity values.
 DO6019
 DO6019;                    North         East    Units  Estimated Accuracy
 DO6019;SPC WI N     -   113,521.7     551,746.9     MT  (+/- 3 meters HH1 GPS) 
 DO6019
 DO6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8327617494(NAD 83)
 DO6019
 DO6019                          SUPERSEDED SURVEY CONTROL
 DO6019
 DO6019  NAVD 88 (07/25/13)  462.290  (m)         1516.70   (f) SUPERSEDED  2 1
 DO6019
 DO6019.Superseded values are not recommended for survey control.
 DO6019
 DO6019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6019.See file dsdata.pdf to determine how the superseded data were derived.
 DO6019
 DO6019_MARKER: DD = SURVEY DISK
 DO6019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6019_STAMPING: 8S76 2010
 DO6019_MARK LOGO: WIDT
 DO6019_PROJECTION: FLUSH
 DO6019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6019+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2012
 DO6019
 DO6019  HISTORY     - Date     Condition        Report By
 DO6019  HISTORY     - 2010     MONUMENTED       WIDT
 DO6019  HISTORY     - 20121027 GOOD             WIDT
 DO6019
 DO6019                          STATION DESCRIPTION
 DO6019
 DO6019'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6019'THE STATION IS 14 MI (22.5 KM) EAST OF CLAM LAKE, 10 MI (16.1 KM)
 DO6019'SOUTH OF MELLEN, AND 4 MI (6.4 KM) NORTH OF GLIDDEN.
 DO6019'
 DO6019'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF STATE HIGHWAY 13
 DO6019'WITH STATE HIGHWAY 77 LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTH OF
 DO6019'THE CITY OF MELLEN, GO NORTH ON STATE HIGHWAY 13 FOR 1.2 MI (1.9 KM)
 DO6019'TO FOREST ROAD 351 ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 13
 DO6019'FOR 0.7 MI (1.1 KM) TO A WAYSIDE ON THE LEFT AND THE STATION ON THE
 DO6019'LEFT.
 DO6019'
 DO6019'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6019'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6019'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6019'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6019'IS 13.5 M (44.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 13, 44 M
 DO6019'(144.4 FT) NORTH OF THE CENTER OF THE SOUTH ENTRANCE TO THE WAYSIDE
 DO6019'-25145-, 41.0 M (134.5 FT) EAST OF THE SOUTHEAST CORNER OF THE
 DO6019'RESTROOM BUILDING, 28.5 M (93.5 FT) NORTHEAST OF THE NORTH WOODEN POST
 DO6019'FOR A GREAT DIVIDE INFORMATIONAL SIGN, 5.6 M (18.4 FT) EAST OF THE
 DO6019'EAST EDGE OF PAVEMENT FOR THE WAYSIDE PARKING LOT AND LOCATED IN THE
 DO6019'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6019'
 DO6019'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6019'DEGREES ABOVE THE HORIZON EXCEPT A FEW TREES TO THE WEST EXTENDING TO
 DO6019'25 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6020 ***********************************************************************
 DO6020  DESIGNATION -  8S77
 DO6020  PID         -  DO6020
 DO6020  STATE/COUNTY-  WI/ASHLAND
 DO6020  COUNTRY     -  US
 DO6020  USGS QUAD   -  GLIDDEN (2018)
 DO6020
 DO6020                         *CURRENT SURVEY CONTROL
 DO6020  ______________________________________________________________________
 DO6020* NAD 83(1986) POSITION- 46 12 55.6    (N) 090 37 26.5    (W)   HD_HELD2
 DO6020* NAVD 88 ORTHO HEIGHT -   455.753 (meters)     1495.25  (feet) ADJUSTED
 DO6020  ______________________________________________________________________
 DO6020  GEOID HEIGHT    -        -30.543 (meters)                     GEOID18
 DO6020  DYNAMIC HEIGHT  -        455.745 (meters)     1495.22  (feet) COMP
 DO6020  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 DO6020
 DO6020  VERT ORDER      -  SECOND    CLASS I
 DO6020
 DO6020.The horizontal coordinates were established by autonomous hand held GPS
 DO6020.observations and have an estimated accuracy of +/- 10 meters.
 DO6020
 DO6020.The orthometric height was determined by differential leveling and
 DO6020.adjusted by the NATIONAL GEODETIC SURVEY
 DO6020.in February 2017.
 DO6020
 DO6020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6020.GEOID18 height accuracy estimate available here.
 DO6020
 DO6020.Click photographs - Photos may exist for this station.
 DO6020
 DO6020.The dynamic height is computed by dividing the NAVD 88
 DO6020.geopotential number by the normal gravity value computed on the
 DO6020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6020.degrees latitude (g = 980.6199 gals.).
 DO6020
 DO6020.The modeled gravity was interpolated from observed gravity values.
 DO6020
 DO6020;                    North         East    Units  Estimated Accuracy
 DO6020;SPC WI N     -   116,755.      551,852.      MT  (+/- 10 meters HH2 GPS)
 DO6020
 DO6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8325920729(NAD 83)
 DO6020
 DO6020                          SUPERSEDED SURVEY CONTROL
 DO6020
 DO6020  NAVD 88 (07/25/13)  455.758  (m)         1495.27   (f) SUPERSEDED  2 1
 DO6020
 DO6020.Superseded values are not recommended for survey control.
 DO6020
 DO6020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6020.See file dsdata.pdf to determine how the superseded data were derived.
 DO6020
 DO6020_MARKER: DD = SURVEY DISK
 DO6020_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6020_SP_SET: BRIDGE ABUTMENT
 DO6020_STAMPING: 8S77 2011
 DO6020_MARK LOGO: WIDT
 DO6020_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6020+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2012
 DO6020
 DO6020  HISTORY     - Date     Condition        Report By
 DO6020  HISTORY     - 2011     MONUMENTED       WIDT
 DO6020  HISTORY     - 20121027 GOOD             WIDT
 DO6020
 DO6020                          STATION DESCRIPTION
 DO6020
 DO6020'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6020'THE STATION IS 14.5 MI (23.3 KM) EAST-NORTHEAST OF CLAM LAKE, 8 MI
 DO6020'(12.9 KM) SOUTH OF MELLEN, AND 6 MI (9.7 KM) NORTH-NORTHWEST OF
 DO6020'GLIDDEN.
 DO6020'
 DO6020'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF STATE HIGHWAY 13
 DO6020'WITH STATE HIGHWAY 77 LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTH OF
 DO6020'THE CITY OF MELLEN, GO NORTH ON STATE HIGHWAY 13 FOR 3.3 MI (5.3 KM)
 DO6020'TO MORSE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST THEN NORTH ON
 DO6020'MORSE ROAD FOR 0.9 MI (1.4 KM) TO A BRIDGE OVER SPILLERBERG CREEK AND
 DO6020'THE STATION ON THE LEFT.
 DO6020'
 DO6020'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6020'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6020'WEST END OF THE NORTH ABUTMENT OF THE BRIDGE -B-02-55-98-,
 DO6020'APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 4.0 M
 DO6020'(13.1 FT) WEST OF THE CENTERLINE OF MORSE ROAD, 0.4 M (1.3 FT) SOUTH
 DO6020'OF A YELLOW AND BLACK STRIPED BRIDGE REFLECTOR METAL SIGN POST, AND
 DO6020'2.4 M (7.9 FT) SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DO6020'
 DO6020'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6020'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6021 ***********************************************************************
 DO6021  DESIGNATION -  8S78
 DO6021  PID         -  DO6021
 DO6021  STATE/COUNTY-  WI/ASHLAND
 DO6021  COUNTRY     -  US
 DO6021  USGS QUAD   -  MORSE (2018)
 DO6021
 DO6021                         *CURRENT SURVEY CONTROL
 DO6021  ______________________________________________________________________
 DO6021* NAD 83(1986) POSITION- 46 13 16.99   (N) 090 39 25.20   (W)   HD_HELD1
 DO6021* NAVD 88 ORTHO HEIGHT -   452.065 (meters)     1483.15  (feet) ADJUSTED
 DO6021  ______________________________________________________________________
 DO6021  GEOID HEIGHT    -        -30.511 (meters)                     GEOID18
 DO6021  DYNAMIC HEIGHT  -        452.058 (meters)     1483.13  (feet) COMP
 DO6021  MODELED GRAVITY -    980,586.1   (mgal)                       NAVD 88
 DO6021
 DO6021  VERT ORDER      -  SECOND    CLASS I
 DO6021
 DO6021.The horizontal coordinates were determined by differentially corrected
 DO6021.hand held GPS observations or other comparable positioning techniques
 DO6021.and have an estimated accuracy of +/- 3 meters.
 DO6021
 DO6021.The orthometric height was determined by differential leveling and
 DO6021.adjusted by the NATIONAL GEODETIC SURVEY
 DO6021.in February 2017.
 DO6021
 DO6021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6021.GEOID18 height accuracy estimate available here.
 DO6021
 DO6021.Click photographs - Photos may exist for this station.
 DO6021
 DO6021.The dynamic height is computed by dividing the NAVD 88
 DO6021.geopotential number by the normal gravity value computed on the
 DO6021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6021.degrees latitude (g = 980.6199 gals.).
 DO6021
 DO6021.The modeled gravity was interpolated from observed gravity values.
 DO6021
 DO6021;                    North         East    Units  Estimated Accuracy
 DO6021;SPC WI N     -   117,436.0     549,313.3     MT  (+/- 3 meters HH1 GPS) 
 DO6021
 DO6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8069621313(NAD 83)
 DO6021
 DO6021                          SUPERSEDED SURVEY CONTROL
 DO6021
 DO6021  NAVD 88 (07/25/13)  452.072  (m)         1483.17   (f) SUPERSEDED  2 1
 DO6021
 DO6021.Superseded values are not recommended for survey control.
 DO6021
 DO6021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6021.See file dsdata.pdf to determine how the superseded data were derived.
 DO6021
 DO6021_MARKER: DD = SURVEY DISK
 DO6021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6021_STAMPING: 8S78 2010
 DO6021_MARK LOGO: WIDT
 DO6021_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6021+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2012
 DO6021
 DO6021  HISTORY     - Date     Condition        Report By
 DO6021  HISTORY     - 2011     MONUMENTED       WIDT
 DO6021  HISTORY     - 20121026 GOOD             WIDT
 DO6021
 DO6021                          STATION DESCRIPTION
 DO6021
 DO6021'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6021'THE STATION IS LOCATED 13 MI (20.9 KM) NORTHEAST OF CLAM LAKE, 7 MI
 DO6021'(11.3 KM) NORTH-NORTHEAST OF GLIDDEN, AND 7 MI (11.3 KM) SOUTH OF
 DO6021'MELLEN.
 DO6021'
 DO6021'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF STATE HIGHWAY 13
 DO6021'WITH STATE HIGHWAY 77 LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTH OF
 DO6021'THE CITY OF MELLEN, GO NORTH ON STATE HIGHWAY 13 FOR 5.0 MI (8.0 KM)
 DO6021'TO MORSE ROAD AND THE STATION ON THE RIGHT.
 DO6021'
 DO6021'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6021'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6021'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 4 CM (2
 DO6021'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) ABOVE THE
 DO6021'STATE HIGHWAY 13 PAVEMENT.  THE STATION IS 17.5 M (57.4 FT) NORTHEAST
 DO6021'OF THE CENTERLINE OF STATE HIGHWAY 13, 18.9 M (62.0 FT) NORTH OF THE
 DO6021'CENTERLINE OF MORSE ROAD, 54.5 M (178.8 FT) EAST OF A TELEPHONE
 DO6021'JUNCTION BOX --GDLK 1000 22--, 49.0 M (160.8 FT) SOUTHEAST OF A --DEER
 DO6021'CROSSING-- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6021'THREE WHITE PLASTIC WITNESS POSTS.
 DO6021'
 DO6021'NOTE-THE STATION IS ABOUT 12 FT (3.7 M) SOUTHEAST OF A TREE LINE
 DO6021'EXTENDING TO 50 DEGREES ABOVE THE HORIZON AND IS NOT SUITABLE FOR GPS
 DO6021'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6023 ***********************************************************************
 DO6023  DESIGNATION -  8S79
 DO6023  PID         -  DO6023
 DO6023  STATE/COUNTY-  WI/ASHLAND
 DO6023  COUNTRY     -  US
 DO6023  USGS QUAD   -  MELLEN (2018)
 DO6023
 DO6023                         *CURRENT SURVEY CONTROL
 DO6023  ______________________________________________________________________
 DO6023* NAD 83(1986) POSITION- 46 15 59.4    (N) 090 40 46.9    (W)   HD_HELD2
 DO6023* NAVD 88 ORTHO HEIGHT -   450.294 (meters)     1477.34  (feet) ADJUSTED
 DO6023  ______________________________________________________________________
 DO6023  GEOID HEIGHT    -        -30.498 (meters)                     GEOID18
 DO6023  DYNAMIC HEIGHT  -        450.293 (meters)     1477.34  (feet) COMP
 DO6023  MODELED GRAVITY -    980,598.5   (mgal)                       NAVD 88
 DO6023
 DO6023  VERT ORDER      -  SECOND    CLASS I
 DO6023
 DO6023.The horizontal coordinates were established by autonomous hand held GPS
 DO6023.observations and have an estimated accuracy of +/- 10 meters.
 DO6023
 DO6023.The orthometric height was determined by differential leveling and
 DO6023.adjusted by the NATIONAL GEODETIC SURVEY
 DO6023.in February 2017.
 DO6023
 DO6023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6023.GEOID18 height accuracy estimate available here.
 DO6023
 DO6023.Click photographs - Photos may exist for this station.
 DO6023
 DO6023.The dynamic height is computed by dividing the NAVD 88
 DO6023.geopotential number by the normal gravity value computed on the
 DO6023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6023.degrees latitude (g = 980.6199 gals.).
 DO6023
 DO6023.The modeled gravity was interpolated from observed gravity values.
 DO6023
 DO6023;                    North         East    Units  Estimated Accuracy
 DO6023;SPC WI N     -   122,465.      547,605.      MT  (+/- 10 meters HH2 GPS)
 DO6023
 DO6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7880026274(NAD 83)
 DO6023
 DO6023                          SUPERSEDED SURVEY CONTROL
 DO6023
 DO6023  NAVD 88 (07/25/13)  450.306  (m)         1477.38   (f) SUPERSEDED  2 1
 DO6023
 DO6023.Superseded values are not recommended for survey control.
 DO6023
 DO6023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6023.See file dsdata.pdf to determine how the superseded data were derived.
 DO6023
 DO6023_MARKER: DD = SURVEY DISK
 DO6023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6023_STAMPING: 8S79 2011
 DO6023_MARK LOGO: WIDT
 DO6023_PROJECTION: PROJECTING 6 CENTIMETERS
 DO6023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6023+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2012
 DO6023
 DO6023  HISTORY     - Date     Condition        Report By
 DO6023  HISTORY     - 2011     MONUMENTED       WIDT
 DO6023  HISTORY     - 20121026 GOOD             WIDT
 DO6023
 DO6023                          STATION DESCRIPTION
 DO6023
 DO6023'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6023'THE STATION IS 13 MI (20.9 KM) NORTHEAST OF CLAM LAKE, 10 MI (16.1 KM)
 DO6023'NORTH-NORTHWEST OF GLIDDEN, AND 4 MI (6.4 KM) SOUTH OF MELLEN.
 DO6023'
 DO6023'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF STATE HIGHWAY 13
 DO6023'WITH STATE HIGHWAY 77 LOCATED IN THE CITY OF MELLEN, GO SOUTH ON STATE
 DO6023'HIGHWAY 13 FOR 4.2 MI (6.8 KM) TO CONLEY ROAD ON THE RIGHT.  CONTINUE
 DO6023'SOUTH ON STATE HIGHWAY 13 FOR 0.2 MI (0.3 KM) TO PONSEGRAU ROAD ON THE
 DO6023'LEFT AND THE STATION ON THE LEFT.
 DO6023'
 DO6023'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6023'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6023'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 6 CM (2
 DO6023'INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN
 DO6023'THE STATE HIGHWAY 13 PAVEMENT.  THE STATION IS 16.6 M (54.5 FT) EAST
 DO6023'OF THE CENTERLINE OF STATE HIGHWAY 13, 8 M (26.2 FT) SOUTH OF THE
 DO6023'CENTERLINE OF PONSEGRAU ROAD, 19.2 M (63.0 FT) NORTHEAST OF A --NO
 DO6023'PASSING ZONE-- SIGN, 4.1 M (13.5 FT) SOUTH-SOUTHWEST OF A --DEAD END--
 DO6023'SIGN, 2.0 M (6.6 FT) NORTHWEST OF A METAL POST FOR A --SURVEY MARKER
 DO6023'NEARBY-- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6023'WHITE PLASTIC WITNESS POSTS.
 DO6023'
 DO6023'NOTE-THE STATION IS ABOUT 15 WEST OF A TREE LINE EXTENDING TO ABOUT 50
 DO6023'DEGREES ABOVE HORIZON AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6024 ***********************************************************************
 DO6024  DESIGNATION -  8S80
 DO6024  PID         -  DO6024
 DO6024  STATE/COUNTY-  WI/ASHLAND
 DO6024  COUNTRY     -  US
 DO6024  USGS QUAD   -  MELLEN (2018)
 DO6024
 DO6024                         *CURRENT SURVEY CONTROL
 DO6024  ______________________________________________________________________
 DO6024* NAD 83(1986) POSITION- 46 17 55.99   (N) 090 41 00.84   (W)   HD_HELD1
 DO6024* NAVD 88 ORTHO HEIGHT -   431.880 (meters)     1416.93  (feet) ADJUSTED
 DO6024  ______________________________________________________________________
 DO6024  GEOID HEIGHT    -        -30.535 (meters)                     GEOID18
 DO6024  DYNAMIC HEIGHT  -        431.882 (meters)     1416.93  (feet) COMP
 DO6024  MODELED GRAVITY -    980,606.9   (mgal)                       NAVD 88
 DO6024
 DO6024  VERT ORDER      -  SECOND    CLASS I
 DO6024
 DO6024.The horizontal coordinates were determined by differentially corrected
 DO6024.hand held GPS observations or other comparable positioning techniques
 DO6024.and have an estimated accuracy of +/- 3 meters.
 DO6024
 DO6024.The orthometric height was determined by differential leveling and
 DO6024.adjusted by the NATIONAL GEODETIC SURVEY
 DO6024.in February 2017.
 DO6024
 DO6024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6024.GEOID18 height accuracy estimate available here.
 DO6024
 DO6024.Click photographs - Photos may exist for this station.
 DO6024
 DO6024.The dynamic height is computed by dividing the NAVD 88
 DO6024.geopotential number by the normal gravity value computed on the
 DO6024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6024.degrees latitude (g = 980.6199 gals.).
 DO6024
 DO6024.The modeled gravity was interpolated from observed gravity values.
 DO6024
 DO6024;                    North         East    Units  Estimated Accuracy
 DO6024;SPC WI N     -   126,067.1     547,337.9     MT  (+/- 3 meters HH1 GPS) 
 DO6024
 DO6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7839629864(NAD 83)
 DO6024
 DO6024                          SUPERSEDED SURVEY CONTROL
 DO6024
 DO6024  NAVD 88 (07/25/13)  431.895  (m)         1416.98   (f) SUPERSEDED  2 1
 DO6024
 DO6024.Superseded values are not recommended for survey control.
 DO6024
 DO6024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6024.See file dsdata.pdf to determine how the superseded data were derived.
 DO6024
 DO6024_MARKER: DD = SURVEY DISK
 DO6024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6024_STAMPING: 8S80 2010
 DO6024_MARK LOGO: WIDT
 DO6024_PROJECTION: FLUSH
 DO6024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6024+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2012
 DO6024
 DO6024  HISTORY     - Date     Condition        Report By
 DO6024  HISTORY     - 2010     MONUMENTED       WIDT
 DO6024  HISTORY     - 20121025 GOOD             WIDT
 DO6024
 DO6024                          STATION DESCRIPTION
 DO6024
 DO6024'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6024'THE STATION IS 14 MI (22.5 KM) NORTHEAST OF CLAM LAKE, 12 MI (19.3 KM)
 DO6024'NORTH-NORTHWEST OF GLIDDEN, 2 MI (3.2 KM) SOUTHWEST OF MELLEN.
 DO6024'
 DO6024'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF STATE HIGHWAY 13
 DO6024'WITH STATE HIGHWAY 77 LOCATED IN THE CITY OF MELLEN, GO SOUTH ON STATE
 DO6024'HIGHWAY 13 FOR 2.1 MI (3.4 KM) TO FOLEY ROAD AND THE STATION ON THE
 DO6024'RIGHT.
 DO6024'
 DO6024'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6024'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6024'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6024'GROUND AND APPROXIMATELY 1 M (3.3 FT) ABOVE THE STATE HIGHWAY 13
 DO6024'PAVEMENT.  THE STATION IS 17.0 M (55.8 FT) NORTHWEST OF THE CENTERLINE
 DO6024'OF STATE HIGHWAY 13, 11 M (36.1 FT) SOUTH OF THE CENTER OF FOLEY ROAD,
 DO6024'25.4 M (83.3 FT) SOUTH-SOUTHWEST OF A TELEPHONE JUNCTION BOX --1303--,
 DO6024'9.8 M (32.2 FT) SOUTHWEST OF A --STOP-- SIGN, 0.9 M (3.0 FT) EAST OF A
 DO6024'METAL POST FOR A --SURVEY MARKER NEARBY-- SIGN, AND LOCATED IN THE
 DO6024'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6024'
 DO6024'NOTE-THE STATION IS ABOUT 30 FT (9.1 M) EAST OF A TREE LINE EXTENDING
 DO6024'TO ABOUT 40 DEGREES ABOVE THE HORIZON AND IS NOT SUITABLE FOR GPS
 DO6024'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6002 ***********************************************************************
 DO6002  DESIGNATION -  8S81
 DO6002  PID         -  DO6002
 DO6002  STATE/COUNTY-  WI/ASHLAND
 DO6002  COUNTRY     -  US
 DO6002  USGS QUAD   -  MELLEN (2018)
 DO6002
 DO6002                         *CURRENT SURVEY CONTROL
 DO6002  ______________________________________________________________________
 DO6002* NAD 83(1986) POSITION- 46 19 56.5    (N) 090 39 32.8    (W)   HD_HELD2
 DO6002* NAVD 88 ORTHO HEIGHT -   377.291 (meters)     1237.83  (feet) ADJUSTED
 DO6002  ______________________________________________________________________
 DO6002  GEOID HEIGHT    -        -30.614 (meters)                     GEOID18
 DO6002  DYNAMIC HEIGHT  -        377.297 (meters)     1237.85  (feet) COMP
 DO6002  MODELED GRAVITY -    980,620.9   (mgal)                       NAVD 88
 DO6002
 DO6002  VERT ORDER      -  SECOND    CLASS I
 DO6002
 DO6002.The horizontal coordinates were established by autonomous hand held GPS
 DO6002.observations and have an estimated accuracy of +/- 10 meters.
 DO6002
 DO6002.The orthometric height was determined by differential leveling and
 DO6002.adjusted by the NATIONAL GEODETIC SURVEY
 DO6002.in February 2017.
 DO6002
 DO6002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6002.GEOID18 height accuracy estimate available here.
 DO6002
 DO6002.Click photographs - Photos may exist for this station.
 DO6002
 DO6002.The dynamic height is computed by dividing the NAVD 88
 DO6002.geopotential number by the normal gravity value computed on the
 DO6002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6002.degrees latitude (g = 980.6199 gals.).
 DO6002
 DO6002.The modeled gravity was interpolated from observed gravity values.
 DO6002
 DO6002;                    North         East    Units  Estimated Accuracy
 DO6002;SPC WI N     -   129,772.      549,253.      MT  (+/- 10 meters HH2 GPS)
 DO6002
 DO6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8016933639(NAD 83)
 DO6002
 DO6002                          SUPERSEDED SURVEY CONTROL
 DO6002
 DO6002  NAVD 88 (07/25/13)  377.308  (m)         1237.88   (f) SUPERSEDED  2 1
 DO6002
 DO6002.Superseded values are not recommended for survey control.
 DO6002
 DO6002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6002.See file dsdata.pdf to determine how the superseded data were derived.
 DO6002
 DO6002_MARKER: DD = SURVEY DISK
 DO6002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6002_STAMPING: 8S81 2011
 DO6002_MARK LOGO: WIDT
 DO6002_PROJECTION: FLUSH
 DO6002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6002+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 DO6002
 DO6002  HISTORY     - Date     Condition        Report By
 DO6002  HISTORY     - 2011     MONUMENTED       WIDT
 DO6002  HISTORY     - 20120531 GOOD             WIDT
 DO6002
 DO6002                          STATION DESCRIPTION
 DO6002
 DO6002'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6002'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 DO6002'STATE HIGHWAY 13 WITH STATE HIGHWAY 169, IN THE CITY OF MELLEN.
 DO6002'
 DO6002'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6002'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6002'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6002'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6002'PAVEMENT.  THE STATION IS 14.9 M (48.9 FT) EAST OF THE CENTERLINE OF
 DO6002'STATE HIGHWAY 13 (NORTH MAIN STREET), 34 M (111.5 FT) NORTH-NORTHWEST
 DO6002'OF THE CENTERLINE OF STATE HIGHWAY 169 (COPPER FALLS DRIVE), 22.3 M
 DO6002'(73.2 FT) NORTHWEST OF A WOODEN POWER POLE --RML052 80S--, 21.9 M
 DO6002'(71.9 FT) WEST-SOUTHWEST OF A METAL POST FOR A --DOLLAR GENERAL--
 DO6002'SIGN, AND LOCATED IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6002'PLASTIC WITNESS POSTS.
 DO6002'
 DO6002'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6002'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6001 ***********************************************************************
 DO6001  DESIGNATION -  8S82
 DO6001  PID         -  DO6001
 DO6001  STATE/COUNTY-  WI/ASHLAND
 DO6001  COUNTRY     -  US
 DO6001  USGS QUAD   -  MELLEN (2018)
 DO6001
 DO6001                         *CURRENT SURVEY CONTROL
 DO6001  ______________________________________________________________________
 DO6001* NAD 83(1986) POSITION- 46 21 12.6    (N) 090 38 44.6    (W)   HD_HELD2
 DO6001* NAVD 88 ORTHO HEIGHT -   378.910 (meters)     1243.14  (feet) ADJUSTED
 DO6001  ______________________________________________________________________
 DO6001  GEOID HEIGHT    -        -30.679 (meters)                     GEOID18
 DO6001  DYNAMIC HEIGHT  -        378.921 (meters)     1243.18  (feet) COMP
 DO6001  MODELED GRAVITY -    980,632.3   (mgal)                       NAVD 88
 DO6001
 DO6001  VERT ORDER      -  SECOND    CLASS I
 DO6001
 DO6001.The horizontal coordinates were established by autonomous hand held GPS
 DO6001.observations and have an estimated accuracy of +/- 10 meters.
 DO6001
 DO6001.The orthometric height was determined by differential leveling and
 DO6001.adjusted by the NATIONAL GEODETIC SURVEY
 DO6001.in February 2017.
 DO6001
 DO6001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6001.GEOID18 height accuracy estimate available here.
 DO6001
 DO6001.Click photographs - Photos may exist for this station.
 DO6001
 DO6001.The dynamic height is computed by dividing the NAVD 88
 DO6001.geopotential number by the normal gravity value computed on the
 DO6001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6001.degrees latitude (g = 980.6199 gals.).
 DO6001
 DO6001.The modeled gravity was interpolated from observed gravity values.
 DO6001
 DO6001;                    North         East    Units  Estimated Accuracy
 DO6001;SPC WI N     -   132,113.      550,303.      MT  (+/- 10 meters HH2 GPS)
 DO6001
 DO6001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8113036018(NAD 83)
 DO6001
 DO6001                          SUPERSEDED SURVEY CONTROL
 DO6001
 DO6001  NAVD 88 (07/25/13)  378.929  (m)         1243.20   (f) SUPERSEDED  2 1
 DO6001
 DO6001.Superseded values are not recommended for survey control.
 DO6001
 DO6001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6001.See file dsdata.pdf to determine how the superseded data were derived.
 DO6001
 DO6001_MARKER: DD = SURVEY DISK
 DO6001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6001_STAMPING: 8S82 2011
 DO6001_MARK LOGO: WIDT
 DO6001_PROJECTION: FLUSH
 DO6001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6001+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2012
 DO6001
 DO6001  HISTORY     - Date     Condition        Report By
 DO6001  HISTORY     - 2011     MONUMENTED       WIDT
 DO6001  HISTORY     - 20120601 GOOD             WIDT
 DO6001
 DO6001                          STATION DESCRIPTION
 DO6001
 DO6001'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6001'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF MORSE, 5.0 MI
 DO6001'(8.0 KM) EAST-SOUTHEAST OF HIGH BRIDGE AND 2.1 MI (3.4 KM)
 DO6001'NORTH-NORTHEAST OF MELLEN.
 DO6001'
 DO6001'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO6001'HIGHWAY 169 LOCATED IN THE CITY OF MELLEN, GO NORTHEAST THEN NORTH ON
 DO6001'STATE HIGHWAY 169 FOR 1.7 MI (2.7 KM) TO COPPER FALLS ROAD ON THE
 DO6001'LEFT.  TURN LEFT AND GO NORTHWEST ON COPPER FALLS ROAD FOR 0.15 MI
 DO6001'(0.2 KM) TO THE COPPER FALLS STATE PARK OFFICE BUILDING.  CONTINUE
 DO6001'NORTHWEST INTO THE PARKING AREA AND THE STATION ON THE RIGHT.
 DO6001'
 DO6001'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6001'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6001'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6001'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE ROAD PAVEMENT.
 DO6001'THE STATION IS 11 M (36.1 FT) NORTH OF THE CENTER OF THE PARKING LOT
 DO6001'EXIT ROAD, 49.7 M (163.1 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 DO6001'OF THE COPPER FALLS PARK OFFICE BUILDING, 47.2 M (154.9 FT) NORTH OF A
 DO6001'METAL FLAG POLE, 17.5 M (57.4 FT) NORTHEAST OF A ---YIELD-- SIGN, AND
 DO6001'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6001'WITNESS POSTS.
 DO6001'
 DO6001'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING TO ABOUT 25 DEGREES
 DO6001'ABOVE THE HORIZON IN ALL DIRECTIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6000 ***********************************************************************
 DO6000  DESIGNATION -  8S83
 DO6000  PID         -  DO6000
 DO6000  STATE/COUNTY-  WI/ASHLAND
 DO6000  COUNTRY     -  US
 DO6000  USGS QUAD   -  MOUNT WHITTLESEY (2018)
 DO6000
 DO6000                         *CURRENT SURVEY CONTROL
 DO6000  ______________________________________________________________________
 DO6000* NAD 83(1986) POSITION- 46 21 48.7    (N) 090 37 00.3    (W)   HD_HELD2
 DO6000* NAVD 88 ORTHO HEIGHT -   355.815 (meters)     1167.37  (feet) ADJUSTED
 DO6000  ______________________________________________________________________
 DO6000  GEOID HEIGHT    -        -30.683 (meters)                     GEOID18
 DO6000  DYNAMIC HEIGHT  -        355.830 (meters)     1167.42  (feet) COMP
 DO6000  MODELED GRAVITY -    980,646.0   (mgal)                       NAVD 88
 DO6000
 DO6000  VERT ORDER      -  SECOND    CLASS I
 DO6000
 DO6000.The horizontal coordinates were established by autonomous hand held GPS
 DO6000.observations and have an estimated accuracy of +/- 10 meters.
 DO6000
 DO6000.The orthometric height was determined by differential leveling and
 DO6000.adjusted by the NATIONAL GEODETIC SURVEY
 DO6000.in February 2017.
 DO6000
 DO6000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6000.GEOID18 height accuracy estimate available here.
 DO6000
 DO6000.Click photographs - Photos may exist for this station.
 DO6000
 DO6000.The dynamic height is computed by dividing the NAVD 88
 DO6000.geopotential number by the normal gravity value computed on the
 DO6000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6000.degrees latitude (g = 980.6199 gals.).
 DO6000
 DO6000.The modeled gravity was interpolated from observed gravity values.
 DO6000
 DO6000;                    North         East    Units  Estimated Accuracy
 DO6000;SPC WI N     -   133,210.      552,541.      MT  (+/- 10 meters HH2 GPS)
 DO6000
 DO6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8332537199(NAD 83)
 DO6000
 DO6000                          SUPERSEDED SURVEY CONTROL
 DO6000
 DO6000  NAVD 88 (07/25/13)  355.835  (m)         1167.44   (f) SUPERSEDED  2 1
 DO6000
 DO6000.Superseded values are not recommended for survey control.
 DO6000
 DO6000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6000.See file dsdata.pdf to determine how the superseded data were derived.
 DO6000
 DO6000_MARKER: DD = SURVEY DISK
 DO6000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6000_STAMPING: 8S83 2011
 DO6000_MARK LOGO: WIDT
 DO6000_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6000+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2012
 DO6000
 DO6000  HISTORY     - Date     Condition        Report By
 DO6000  HISTORY     - 2011     MONUMENTED       WIDT
 DO6000  HISTORY     - 20120601 GOOD             WIDT
 DO6000
 DO6000                          STATION DESCRIPTION
 DO6000
 DO6000'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6000'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHWEST OF GURNEY, 6.0
 DO6000'MI (9.7 KM) EAST-SOUTHEAST OF HIGH BRIDGE AND 3.4 MI (5.5 KM)
 DO6000'NORTHEAST OF MELLEN.
 DO6000'
 DO6000'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO6000'HIGHWAY 169 LOCATED IN THE CITY WITH MELLEN, GO NORTHEAST ON STATE
 DO6000'HIGHWAY 169 FOR 2.7 MI (4.3 KM) TO POPKO ROAD ON THE RIGHT.  CONTINUE
 DO6000'NORTHEAST THEN NORTH ON STATE HIGHWAY 169 FOR 0.7 MI (1.1 KM) TO THE
 DO6000'STATION ON THE LEFT.
 DO6000'
 DO6000'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6000'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6000'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO6000'INCH)  ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DO6000'THE HIGHWAY PAVEMENT.  THE STATION IS 8.2 M (26.9 FT) NORTHWEST OF THE
 DO6000'CENTERLINE OF STATE HIGHWAY 169, 131 M (429.8 FT) WEST OF A PRIVATE
 DO6000'DRIVE -37647-, 126.3 M (414.4 FT) WEST OF A 90 DEGREE LEFT CURVE AHEAD
 DO6000'WOODEN SIGN POST, 8.4 M (27.6 FT) EAST OF A LEFT ARROW WOODEN SIGN
 DO6000'POST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6000'PLASTIC WITNESS POSTS.
 DO6000'
 DO6000'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING TO ABOUT 25 DEGREES
 DO6000'ABOVE THE HORIZON IN ALL DIRECTIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO5999 ***********************************************************************
 DO5999  DESIGNATION -  8S84
 DO5999  PID         -  DO5999
 DO5999  STATE/COUNTY-  WI/ASHLAND
 DO5999  COUNTRY     -  US
 DO5999  USGS QUAD   -  GURNEY (2018)
 DO5999
 DO5999                         *CURRENT SURVEY CONTROL
 DO5999  ______________________________________________________________________
 DO5999* NAD 83(1986) POSITION- 46 23 08.1    (N) 090 36 05.4    (W)   HD_HELD2
 DO5999* NAVD 88 ORTHO HEIGHT -   345.308 (meters)     1132.90  (feet) ADJUSTED
 DO5999  ______________________________________________________________________
 DO5999  GEOID HEIGHT    -        -30.756 (meters)                     GEOID18
 DO5999  DYNAMIC HEIGHT  -        345.323 (meters)     1132.95  (feet) COMP
 DO5999  MODELED GRAVITY -    980,648.0   (mgal)                       NAVD 88
 DO5999
 DO5999  VERT ORDER      -  SECOND    CLASS I
 DO5999
 DO5999.The horizontal coordinates were established by autonomous hand held GPS
 DO5999.observations and have an estimated accuracy of +/- 10 meters.
 DO5999
 DO5999.The orthometric height was determined by differential leveling and
 DO5999.adjusted by the NATIONAL GEODETIC SURVEY
 DO5999.in February 2017.
 DO5999
 DO5999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5999.GEOID18 height accuracy estimate available here.
 DO5999
 DO5999.Click photographs - Photos may exist for this station.
 DO5999
 DO5999.The dynamic height is computed by dividing the NAVD 88
 DO5999.geopotential number by the normal gravity value computed on the
 DO5999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5999.degrees latitude (g = 980.6199 gals.).
 DO5999
 DO5999.The modeled gravity was interpolated from observed gravity values.
 DO5999
 DO5999;                    North         East    Units  Estimated Accuracy
 DO5999;SPC WI N     -   135,652.      553,733.      MT  (+/- 10 meters HH2 GPS)
 DO5999
 DO5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8442439685(NAD 83)
 DO5999
 DO5999                          SUPERSEDED SURVEY CONTROL
 DO5999
 DO5999  NAVD 88 (07/25/13)  345.329  (m)         1132.97   (f) SUPERSEDED  2 1
 DO5999
 DO5999.Superseded values are not recommended for survey control.
 DO5999
 DO5999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5999.See file dsdata.pdf to determine how the superseded data were derived.
 DO5999
 DO5999_MARKER: DD = SURVEY DISK
 DO5999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO5999_STAMPING: 8S84 2010
 DO5999_MARK LOGO: WIDT
 DO5999_PROJECTION: PROJECTING 3 CENTIMETERS
 DO5999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO5999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5999+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2012
 DO5999
 DO5999  HISTORY     - Date     Condition        Report By
 DO5999  HISTORY     - 2011     MONUMENTED       WIDT
 DO5999  HISTORY     - 20120602 GOOD             WIDT
 DO5999
 DO5999                          STATION DESCRIPTION
 DO5999
 DO5999'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO5999'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF GURNEY, 6.4
 DO5999'MI (10.3 KM) EAST OF HIGH BRIDGE AND 5.0 MI (8.0 KM) NORTHEAST OF
 DO5999'MELLEN.
 DO5999'
 DO5999'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO5999'HIGHWAY 169 LOCATED IN THE CITY OF MELLEN, GO NORTHEAST THEN EAST ON
 DO5999'STATE HIGHWAY 169 FOR 3.6 MI (5.8 KM) TO THE JUNCTION WITH BECKER ROAD
 DO5999'STRAIGHT AHEAD, CURVE LEFT AND GO NORTH THEN NORTHEAST ON STATE
 DO5999'HIGHWAY 169 FOR 1.6 MI (2.6 KM) TO A 90 DEGREE RIGHT CURVE IN THE
 DO5999'HIGHWAY AND WILL ROAD STRAIGHT AHEAD, GO STRAIGHT AND CONTINUE NORTH
 DO5999'ON WILL ROAD FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DO5999'
 DO5999'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO5999'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO5999'INCH) DIAMETER CONCRETE POST 7.0 FT (2.1 M) DEEP, PROJECTING 3 CM (2
 DO5999'INCH) ABOVE THE GROUND AND APPROXIMATELY 1.5 M (4.9 FT) HIGHER THAN
 DO5999'THE ROAD SURFACE.  THE STATION IS 8 M (26.2 FT) EAST OF THE CENTERLINE
 DO5999'OF WILL ROAD, 67 M (219.8 FT) NORTH OF THE EXTENDED CENTER OF A
 DO5999'PRIVATE DRIVE -75983-, 57 M (187.0 FT) SOUTH OF THE CENTER OF A
 DO5999'PRIVATE DRIVE -75940-, 42.4 M (139.1 FT) NORTH OF A POWER POLE --C 458
 DO5999'C17--, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO5999'PLASTIC WITNESS POSTS.
 DO5999'
 DO5999'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 30
 DO5999'DEGREES ABOVE THE HORIZON TO THE EAST AND NORTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO5998 ***********************************************************************
 DO5998  DESIGNATION -  8S85
 DO5998  PID         -  DO5998
 DO5998  STATE/COUNTY-  WI/ASHLAND
 DO5998  COUNTRY     -  US
 DO5998  USGS QUAD   -  GURNEY (2018)
 DO5998
 DO5998                         *CURRENT SURVEY CONTROL
 DO5998  ______________________________________________________________________
 DO5998* NAD 83(1986) POSITION- 46 23 34.3    (N) 090 34 10.3    (W)   HD_HELD2
 DO5998* NAVD 88 ORTHO HEIGHT -   372.037 (meters)     1220.59  (feet) ADJUSTED
 DO5998  ______________________________________________________________________
 DO5998  GEOID HEIGHT    -        -30.732 (meters)                     GEOID18
 DO5998  DYNAMIC HEIGHT  -        372.053 (meters)     1220.64  (feet) COMP
 DO5998  MODELED GRAVITY -    980,646.3   (mgal)                       NAVD 88
 DO5998
 DO5998  VERT ORDER      -  SECOND    CLASS I
 DO5998
 DO5998.The horizontal coordinates were established by autonomous hand held GPS
 DO5998.observations and have an estimated accuracy of +/- 10 meters.
 DO5998
 DO5998.The orthometric height was determined by differential leveling and
 DO5998.adjusted by the NATIONAL GEODETIC SURVEY
 DO5998.in February 2017.
 DO5998
 DO5998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5998.GEOID18 height accuracy estimate available here.
 DO5998
 DO5998.Click photographs - Photos may exist for this station.
 DO5998
 DO5998.The dynamic height is computed by dividing the NAVD 88
 DO5998.geopotential number by the normal gravity value computed on the
 DO5998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5998.degrees latitude (g = 980.6199 gals.).
 DO5998
 DO5998.The modeled gravity was interpolated from observed gravity values.
 DO5998
 DO5998;                    North         East    Units  Estimated Accuracy
 DO5998;SPC WI N     -   136,443.      556,198.      MT  (+/- 10 meters HH2 GPS)
 DO5998
 DO5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8685840569(NAD 83)
 DO5998
 DO5998                          SUPERSEDED SURVEY CONTROL
 DO5998
 DO5998  NAVD 88 (07/25/13)  372.060  (m)         1220.67   (f) SUPERSEDED  2 1
 DO5998
 DO5998.Superseded values are not recommended for survey control.
 DO5998
 DO5998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5998.See file dsdata.pdf to determine how the superseded data were derived.
 DO5998
 DO5998_MARKER: DD = SURVEY DISK
 DO5998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO5998_STAMPING: 8S85 2011
 DO5998_MARK LOGO: WIDT
 DO5998_PROJECTION: FLUSH
 DO5998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO5998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5998+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2012
 DO5998
 DO5998  HISTORY     - Date     Condition        Report By
 DO5998  HISTORY     - 2011     MONUMENTED       WIDT
 DO5998  HISTORY     - 20120602 GOOD             WIDT
 DO5998
 DO5998                          STATION DESCRIPTION
 DO5998
 DO5998'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO5998'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF UPSON,
 DO5998'6.4 MI (10.3 KM) NORTHEAST OF MELLEN AND 6.3 MI (10.1 KM)
 DO5998'SOUTH-SOUTHWEST OF GURNEY.
 DO5998'
 DO5998'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO5998'HIGHWAY 169 LOCATED IN THE CITY OF MELLEN, GO NORTHEAST THEN EAST ON
 DO5998'STATE HIGHWAY 169 FOR 6.7 MI (10.8 KM) TO THE JUNCTION WITH COUNTY
 DO5998'LINE ROAD STRAIGHT AHEAD AND FISHER ROAD ON THE RIGHT, CURVE LEFT AND
 DO5998'GO NORTH ON STATE HIGHWAY 169 FOR 0.6 MI (1.0 KM) TO THE STATION ON
 DO5998'THE LEFT.
 DO5998'
 DO5998'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO5998'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO5998'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO5998'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO5998'IS 7.9 M (25.9 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 169, 56.3 M
 DO5998'(184.7 FT) NORTH OF A POWER POLE, 52 M (170.6 FT) NORTH OF A FIRE
 DO5998'NUMBER SIGN -39768- FOR THE ST. JOHN'S LUTHERAN CEMETERY, 41.6 M
 DO5998'(136.5 FT) SOUTH OF A POWER POLE, 27 M (88.6 FT) SOUTH OF THE CENTER
 DO5998'OF A GRAVEL FIELD ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO5998'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO5998'
 DO5998'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO5998'DEGREES ABOVE THE HORIZON EXCEPT FOR A PAIR OF SMALL POWER LINES
 DO5998'NEARLY DIRECTLY ABOVE THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO5996 ***********************************************************************
 DO5996  DESIGNATION -  8S86
 DO5996  PID         -  DO5996
 DO5996  STATE/COUNTY-  WI/IRON
 DO5996  COUNTRY     -  US
 DO5996  USGS QUAD   -  GURNEY (2018)
 DO5996
 DO5996                         *CURRENT SURVEY CONTROL
 DO5996  ______________________________________________________________________
 DO5996* NAD 83(1986) POSITION- 46 25 41.5    (N) 090 32 32.4    (W)   HD_HELD2
 DO5996* NAVD 88 ORTHO HEIGHT -   358.130 (meters)     1174.96  (feet) ADJUSTED
 DO5996  ______________________________________________________________________
 DO5996  GEOID HEIGHT    -        -30.836 (meters)                     GEOID18
 DO5996  DYNAMIC HEIGHT  -        358.147 (meters)     1175.02  (feet) COMP
 DO5996  MODELED GRAVITY -    980,649.1   (mgal)                       NAVD 88
 DO5996
 DO5996  VERT ORDER      -  SECOND    CLASS I
 DO5996
 DO5996.The horizontal coordinates were established by autonomous hand held GPS
 DO5996.observations and have an estimated accuracy of +/- 10 meters.
 DO5996
 DO5996.The orthometric height was determined by differential leveling and
 DO5996.adjusted by the NATIONAL GEODETIC SURVEY
 DO5996.in February 2017.
 DO5996
 DO5996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5996.GEOID18 height accuracy estimate available here.
 DO5996
 DO5996.Click photographs - Photos may exist for this station.
 DO5996
 DO5996.The dynamic height is computed by dividing the NAVD 88
 DO5996.geopotential number by the normal gravity value computed on the
 DO5996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5996.degrees latitude (g = 980.6199 gals.).
 DO5996
 DO5996.The modeled gravity was interpolated from observed gravity values.
 DO5996
 DO5996;                    North         East    Units  Estimated Accuracy
 DO5996;SPC WI N     -   140,356.      558,316.      MT  (+/- 10 meters HH2 GPS)
 DO5996
 DO5996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8882644559(NAD 83)
 DO5996
 DO5996                          SUPERSEDED SURVEY CONTROL
 DO5996
 DO5996  NAVD 88 (07/25/13)  358.155  (m)         1175.05   (f) SUPERSEDED  2 1
 DO5996
 DO5996.Superseded values are not recommended for survey control.
 DO5996
 DO5996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5996.See file dsdata.pdf to determine how the superseded data were derived.
 DO5996
 DO5996_MARKER: DD = SURVEY DISK
 DO5996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO5996_STAMPING: 8S86 2011
 DO5996_MARK LOGO: WIDT
 DO5996_PROJECTION: FLUSH
 DO5996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO5996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5996+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2012
 DO5996
 DO5996  HISTORY     - Date     Condition        Report By
 DO5996  HISTORY     - 2011     MONUMENTED       WIDT
 DO5996  HISTORY     - 20120603 GOOD             WIDT
 DO5996
 DO5996                          STATION DESCRIPTION
 DO5996
 DO5996'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO5996'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF UPSON,
 DO5996'7.6 MI (12.2 KM) SOUTHWEST OF SAXON AND 3.5 MI (5.6 KM)
 DO5996'SOUTH-SOUTHWEST OF GURNEY.
 DO5996'
 DO5996'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH STATE
 DO5996'HIGHWAY 169 LOCATED APPROXIMATELY 19 MI (30.6 KM) SOUTHEAST OF THE
 DO5996'CITY OF ASHLAND, GO SOUTH THEN SOUTHWEST ON STATE HIGHWAY 169 FOR 5.6
 DO5996'MI (9.0 KM) TO VOGUE ROAD ON THE LEFT.  CONTINUE SOUTH THEN WEST ON
 DO5996'STATE HIGHWAY 169 FOR 1.15 MI (1.9 KM) TO THE STATION ON THE RIGHT.
 DO5996'
 DO5996'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO5996'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO5996'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO5996'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO5996'PAVEMENT.  THE STATION IS 7.1 M (23.3 FT) NORTH OF THE CENTERLINE OF
 DO5996'STATE HIGHWAY 169, 48.8 M (160.1 FT) EAST OF A POWER POLE, 40.2 M
 DO5996'(131.9 FT) WEST OF A --ADOPT-A-HIGHWAY-- SIGN, 33.8 M (110.9 FT) WEST
 DO5996'OF A POWER POLE WITH A SINGLE GUY WIRE TO THE NORTH, 7 M (23.0 FT)
 DO5996'EAST OF THE CENTER OF A GATED LOGGING ROAD, AND LOCATED IN THE CENTER
 DO5996'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO5996'
 DO5996'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH AND SOUTH OF THE
 DO5996'STATION NEARING 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO5995 ***********************************************************************
 DO5995  DESIGNATION -  8S87
 DO5995  PID         -  DO5995
 DO5995  STATE/COUNTY-  WI/IRON
 DO5995  COUNTRY     -  US
 DO5995  USGS QUAD   -  GURNEY (2018)
 DO5995
 DO5995                         *CURRENT SURVEY CONTROL
 DO5995  ______________________________________________________________________
 DO5995* NAD 83(1986) POSITION- 46 26 28.0    (N) 090 31 41.1    (W)   HD_HELD2
 DO5995* NAVD 88 ORTHO HEIGHT -   348.615 (meters)     1143.75  (feet) ADJUSTED
 DO5995  ______________________________________________________________________
 DO5995  GEOID HEIGHT    -        -30.861 (meters)                     GEOID18
 DO5995  DYNAMIC HEIGHT  -        348.631 (meters)     1143.80  (feet) COMP
 DO5995  MODELED GRAVITY -    980,650.5   (mgal)                       NAVD 88
 DO5995
 DO5995  VERT ORDER      -  SECOND    CLASS I
 DO5995
 DO5995.The horizontal coordinates were established by autonomous hand held GPS
 DO5995.observations and have an estimated accuracy of +/- 10 meters.
 DO5995
 DO5995.The orthometric height was determined by differential leveling and
 DO5995.adjusted by the NATIONAL GEODETIC SURVEY
 DO5995.in February 2017.
 DO5995
 DO5995.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5995.GEOID18 height accuracy estimate available here.
 DO5995
 DO5995.Click photographs - Photos may exist for this station.
 DO5995
 DO5995.The dynamic height is computed by dividing the NAVD 88
 DO5995.geopotential number by the normal gravity value computed on the
 DO5995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5995.degrees latitude (g = 980.6199 gals.).
 DO5995
 DO5995.The modeled gravity was interpolated from observed gravity values.
 DO5995
 DO5995;                    North         East    Units  Estimated Accuracy
 DO5995;SPC WI N     -   141,784.      559,421.      MT  (+/- 10 meters HH2 GPS)
 DO5995
 DO5995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8987646028(NAD 83)
 DO5995
 DO5995                          SUPERSEDED SURVEY CONTROL
 DO5995
 DO5995  NAVD 88 (07/25/13)  348.640  (m)         1143.83   (f) SUPERSEDED  2 1
 DO5995
 DO5995.Superseded values are not recommended for survey control.
 DO5995
 DO5995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5995.See file dsdata.pdf to determine how the superseded data were derived.
 DO5995
 DO5995_MARKER: DD = SURVEY DISK
 DO5995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO5995_STAMPING: 8S87 2011
 DO5995_MARK LOGO: WIDT
 DO5995_PROJECTION: PROJECTING 12 CENTIMETERS
 DO5995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO5995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5995+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2012
 DO5995
 DO5995  HISTORY     - Date     Condition        Report By
 DO5995  HISTORY     - 2011     MONUMENTED       WIDT
 DO5995  HISTORY     - 20120603 GOOD             WIDT
 DO5995
 DO5995                          STATION DESCRIPTION
 DO5995
 DO5995'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO5995'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHWEST OF UPSON, 6.5
 DO5995'MI (10.5 KM) WEST-SOUTHWEST OF SAXON AND 2.4 MI (3.9 KM)
 DO5995'SOUTH-SOUTHWEST OF GURNEY.
 DO5995'
 DO5995'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH STATE
 DO5995'HIGHWAY 169 LOCATED APPROXIMATELY 19 MI (30.6 KM) SOUTHEAST OF THE
 DO5995'CITY OF ASHLAND, GO SOUTH THEN SOUTHWEST ON STATE HIGHWAY 169 FOR 4.5
 DO5995'MI (7.2 KM) TO BARR CREEK ROAD ON THE RIGHT.  CONTINUE SOUTHWEST ON
 DO5995'STATE HIGHWAY 169 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT.
 DO5995'
 DO5995'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO5995'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO5995'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 12 CM (5
 DO5995'INCHES) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DO5995'PAVEMENT.  THE STATION IS 8.2 M (26.9 FT) SOUTHEAST OF THE CENTERLINE
 DO5995'OF STATE HIGHWAY 169, 60.0 M (196.9 FT) NORTHEAST OF A POWER POLE WITH
 DO5995'TWO GUY WIRES, 28.0 M (91.9 FT) SOUTH-SOUTHEAST OF A TELEPHONE
 DO5995'JUNCTION BOX --331 4--, 18 M (59.1 FT) SOUTHWEST OF A GRAVEL
 DO5995'AGRICULTURAL FIELD ENTRANCE, 11 M (36.1 FT) SOUTHWEST OF THE EXTENDED
 DO5995'CENTER OF A SHARED PRIVATE DRIVE -12853N AND 12857N- AND LOCATED IN
 DO5995'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO5995'
 DO5995'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO5995'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING TO
 DO5995'40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO5994 ***********************************************************************
 DO5994  DESIGNATION -  8S88
 DO5994  PID         -  DO5994
 DO5994  STATE/COUNTY-  WI/IRON
 DO5994  COUNTRY     -  US
 DO5994  USGS QUAD   -  GURNEY (2018)
 DO5994
 DO5994                         *CURRENT SURVEY CONTROL
 DO5994  ______________________________________________________________________
 DO5994* NAD 83(1986) POSITION- 46 27 44.3    (N) 090 30 30.0    (W)   HD_HELD2
 DO5994* NAVD 88 ORTHO HEIGHT -   327.625 (meters)     1074.88  (feet) ADJUSTED
 DO5994  ______________________________________________________________________
 DO5994  GEOID HEIGHT    -        -30.906 (meters)                     GEOID18
 DO5994  DYNAMIC HEIGHT  -        327.641 (meters)     1074.94  (feet) COMP
 DO5994  MODELED GRAVITY -    980,653.5   (mgal)                       NAVD 88
 DO5994
 DO5994  VERT ORDER      -  SECOND    CLASS I
 DO5994
 DO5994.The horizontal coordinates were established by autonomous hand held GPS
 DO5994.observations and have an estimated accuracy of +/- 10 meters.
 DO5994
 DO5994.The orthometric height was determined by differential leveling and
 DO5994.adjusted by the NATIONAL GEODETIC SURVEY
 DO5994.in February 2017.
 DO5994
 DO5994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5994.GEOID18 height accuracy estimate available here.
 DO5994
 DO5994.Click photographs - Photos may exist for this station.
 DO5994
 DO5994.The dynamic height is computed by dividing the NAVD 88
 DO5994.geopotential number by the normal gravity value computed on the
 DO5994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5994.degrees latitude (g = 980.6199 gals.).
 DO5994
 DO5994.The modeled gravity was interpolated from observed gravity values.
 DO5994
 DO5994;                    North         East    Units  Estimated Accuracy
 DO5994;SPC WI N     -   144,130.      560,954.      MT  (+/- 10 meters HH2 GPS)
 DO5994
 DO5994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9131948431(NAD 83)
 DO5994
 DO5994                          SUPERSEDED SURVEY CONTROL
 DO5994
 DO5994  NAVD 88 (07/25/13)  327.652  (m)         1074.97   (f) SUPERSEDED  2 1
 DO5994
 DO5994.Superseded values are not recommended for survey control.
 DO5994
 DO5994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5994.See file dsdata.pdf to determine how the superseded data were derived.
 DO5994
 DO5994_MARKER: DD = SURVEY DISK
 DO5994_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO5994_SP_SET: BRIDGE ABUTMENT
 DO5994_STAMPING: 8S88 2010
 DO5994_MARK LOGO: WIDT
 DO5994_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO5994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5994+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2012
 DO5994
 DO5994  HISTORY     - Date     Condition        Report By
 DO5994  HISTORY     - 2010     MONUMENTED       WIDT
 DO5994  HISTORY     - 20120603 GOOD             WIDT
 DO5994
 DO5994                          STATION DESCRIPTION
 DO5994
 DO5994'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO5994'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHWEST OF UPSON, 5.0
 DO5994'MI (8.0 KM) WEST-SOUTHWEST OF SAXON AND 0.7 MI (1.1 KM) SOUTH OF
 DO5994'GURNEY.
 DO5994'
 DO5994'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH STATE
 DO5994'HIGHWAY 169 LOCATED APPROXIMATELY 19 MI (30.6 KM) SOUTHEAST OF THE
 DO5994'CITY OF ASHLAND, GO SOUTH ON STATE HIGHWAY 169 FOR 3.4 MI (5.5 KM) TO
 DO5994'A BRIDGE OVER THE POTATO RIVER AND THE STATION ON THE RIGHT.
 DO5994'
 DO5994'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO5994'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO5994'THE WEST END OF THE NORTH ABUTMENT OF BRIDGE B-26-27-98 AND
 DO5994'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 4.8 M
 DO5994'(15.7 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 169, 3.5 M (11.5 FT)
 DO5994'NORTH OF AN EXPANSION JOINT AND 2.3 M (7.5 FT) SOUTH OF A WHITE
 DO5994'PLASTIC WITNESS POST.
 DO5994'
 DO5994'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO5994'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST AND WEST WHICH
 DO5994'EXTEND TO ABOUT 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO5993 ***********************************************************************
 DO5993  DESIGNATION -  8S89
 DO5993  PID         -  DO5993
 DO5993  STATE/COUNTY-  WI/IRON
 DO5993  COUNTRY     -  US
 DO5993  USGS QUAD   -  GURNEY (2018)
 DO5993
 DO5993                         *CURRENT SURVEY CONTROL
 DO5993  ______________________________________________________________________
 DO5993* NAD 83(2011) POSITION- 46 28 44.41494(N) 090 30 32.16067(W)   ADJUSTED
 DO5993* NAD 83(2011) ELLIP HT-   264.413 (meters)        (08/30/18)   ADJUSTED
 DO5993* NAD 83(2011) EPOCH   -  2010.00
 DO5993* NAVD 88 ORTHO HEIGHT -   295.407 (meters)      969.18  (feet) ADJUSTED
 DO5993  ______________________________________________________________________
 DO5993  GEOID HEIGHT    -        -30.988 (meters)                     GEOID18
 DO5993  NAD 83(2011) X  -    -39,083.195 (meters)                     COMP
 DO5993  NAD 83(2011) Y  - -4,399,873.782 (meters)                     COMP
 DO5993  NAD 83(2011) Z  -  4,602,265.258 (meters)                     COMP
 DO5993  LAPLACE CORR    -          7.89  (seconds)                    DEFLEC18
 DO5993  DYNAMIC HEIGHT  -        295.422 (meters)      969.23  (feet) COMP
 DO5993  MODELED GRAVITY -    980,654.9   (mgal)                       NAVD 88
 DO5993
 DO5993  VERT ORDER      -  SECOND    CLASS I
 DO5993
 DO5993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5993  Standards:
 DO5993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5993  -------------------------------------------------------------------
 DO5993  NETWORK    0.50   0.94           0.23   0.17   0.48     -0.06442637
 DO5993  -------------------------------------------------------------------
 DO5993  Click here for local accuracies and other accuracy information.
 DO5993
 DO5993.The horizontal coordinates were established by GPS observations
 DO5993.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DO5993
 DO5993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5993.been affixed to the stable North American tectonic plate. See 
 DO5993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5993
 DO5993.The horizontal coordinates are valid at the epoch date displayed above
 DO5993.which is a decimal equivalence of Year/Month/Day.
 DO5993
 DO5993.The orthometric height was determined by differential leveling and
 DO5993.adjusted by the NATIONAL GEODETIC SURVEY
 DO5993.in February 2017.
 DO5993
 DO5993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5993.GEOID18 height accuracy estimate available here.
 DO5993
 DO5993.Click photographs - Photos may exist for this station.
 DO5993
 DO5993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5993
 DO5993.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5993
 DO5993.The ellipsoidal height was determined by GPS observations
 DO5993.and is referenced to NAD 83.
 DO5993
 DO5993.The dynamic height is computed by dividing the NAVD 88
 DO5993.geopotential number by the normal gravity value computed on the
 DO5993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5993.degrees latitude (g = 980.6199 gals.).
 DO5993
 DO5993.The modeled gravity was interpolated from observed gravity values.
 DO5993
 DO5993. The following values were computed from the NAD 83(2011) position.
 DO5993
 DO5993;                    North         East     Units Scale Factor Converg.
 DO5993;SPC WI N     -   145,986.519   560,919.736   MT  0.99996008   -0 22 01.7
 DO5993;SPC WI N     -   478,957.44  1,840,284.17   sFT  0.99996008   -0 22 01.7
 DO5993;UTM  15      - 5,150,285.461   691,214.763   MT  1.00004945   +1 48 24.7
 DO5993
 DO5993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5993!SPC WI N     -   0.99995855  x   0.99996008  =   0.99991863
 DO5993!UTM  15      -   0.99995855  x   1.00004945  =   1.00000800
 DO5993
 DO5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9121450285(NAD 83)
 DO5993
 DO5993                          SUPERSEDED SURVEY CONTROL
 DO5993
 DO5993  NAVD 88 (07/25/13)  295.435  (m)          969.27   (f) SUPERSEDED  2 1
 DO5993
 DO5993.Superseded values are not recommended for survey control.
 DO5993
 DO5993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5993.See file dsdata.pdf to determine how the superseded data were derived.
 DO5993
 DO5993_MARKER: DD = SURVEY DISK
 DO5993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO5993_STAMPING: 8S89 2011
 DO5993_MARK LOGO: WIDT
 DO5993_PROJECTION: PROJECTING 5 CENTIMETERS
 DO5993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO5993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5993+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 DO5993
 DO5993  HISTORY     - Date     Condition        Report By
 DO5993  HISTORY     - 2011     MONUMENTED       WIDT
 DO5993  HISTORY     - 20120604 GOOD             WIDT
 DO5993  HISTORY     - 20180806 GOOD             WIDT
 DO5993
 DO5993                          STATION DESCRIPTION
 DO5993
 DO5993'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO5993'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH-NORTHWEST OF
 DO5993'UPSON, 4.6 MI (7.4 KM) WEST-SOUTHWEST OF SAXON AND JUST NORTH OF
 DO5993'GURNEY.
 DO5993'
 DO5993'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH STATE
 DO5993'HIGHWAY 169 LOCATED APPROXIMATELY 19 MI (30.6 KM) SOUTHEAST OF THE
 DO5993'CITY OF ASHLAND, GO SOUTH ON STATE HIGHWAY 169 FOR 1.8 MI (2.9 KM) TO
 DO5993'JENSENS ROAD ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 169 FOR 0.4
 DO5993'MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DO5993'
 DO5993'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO5993'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO5993'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO5993'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO5993'HIGHWAY PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) WEST OF THE
 DO5993'CENTERLINE OF STATE HIGHWAY 169, 92 M (301.8 FT) NORTH OF THE
 DO5993'CENTERLINE OF CAMERON ROAD, 59.5 M (195.2 FT) NORTHWEST OF A TELEPHONE
 DO5993'JUNCTION BOX --L317-25--, 39.4 M (129.3 FT) SOUTHWEST OF A POWER POLE
 DO5993'WITH A SINGLE GUY WIRE TO THE EAST --RIL005 8T--, 19 M (62.3 FT) SOUTH
 DO5993'OF AN IRON COUNTY GPS MONUMENT -GURNEY GPS-, AND LOCATED IN THE CENTER
 DO5993'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO5993'
 DO5993'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DO5993'15 DEGREES ABOVE THE HORIZON.
 DO5993
 DO5993                          STATION RECOVERY (2018)
 DO5993
 DO5993'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DO5993'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6227 ***********************************************************************
 DO6227  DESIGNATION -  8T22
 DO6227  PID         -  DO6227
 DO6227  STATE/COUNTY-  WI/IRON
 DO6227  COUNTRY     -  US
 DO6227  USGS QUAD   -  TURTLE-FLAMBEAU FLOWAGE (2018)
 DO6227
 DO6227                         *CURRENT SURVEY CONTROL
 DO6227  ______________________________________________________________________
 DO6227* NAD 83(1986) POSITION- 46 01 44.     (N) 090 08 44.     (W)   SCALED
 DO6227* NAVD 88 ORTHO HEIGHT -   496.358 (meters)     1628.47  (feet) ADJUSTED
 DO6227  ______________________________________________________________________
 DO6227  GEOID HEIGHT    -        -30.741 (meters)                     GEOID18
 DO6227  DYNAMIC HEIGHT  -        496.346 (meters)     1628.43  (feet) COMP
 DO6227  MODELED GRAVITY -    980,575.2   (mgal)                       NAVD 88
 DO6227
 DO6227  VERT ORDER      -  SECOND    CLASS I
 DO6227
 DO6227.The horizontal coordinates were scaled from a map and have
 DO6227.an estimated accuracy of +/- 6 seconds.
 DO6227
 DO6227.The orthometric height was determined by differential leveling and
 DO6227.adjusted by the NATIONAL GEODETIC SURVEY
 DO6227.in February 2017.
 DO6227
 DO6227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6227.GEOID18 height accuracy estimate available here.
 DO6227
 DO6227.Click photographs - Photos may exist for this station.
 DO6227
 DO6227.The dynamic height is computed by dividing the NAVD 88
 DO6227.geopotential number by the normal gravity value computed on the
 DO6227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6227.degrees latitude (g = 980.6199 gals.).
 DO6227
 DO6227.The modeled gravity was interpolated from observed gravity values.
 DO6227
 DO6227;                    North         East    Units  Estimated Accuracy
 DO6227;SPC WI N     -    95,840.      588,730.      MT  (+/- 180 meters Scaled)
 DO6227
 DO6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM209012(NAD 83)
 DO6227
 DO6227                          SUPERSEDED SURVEY CONTROL
 DO6227
 DO6227  NAVD 88 (07/25/13)  496.366  (m)         1628.49   (f) SUPERSEDED  2 1
 DO6227
 DO6227.Superseded values are not recommended for survey control.
 DO6227
 DO6227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6227.See file dsdata.pdf to determine how the superseded data were derived.
 DO6227
 DO6227_MARKER: DD = SURVEY DISK
 DO6227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6227_STAMPING: 8T22 2011
 DO6227_MARK LOGO: WIDT
 DO6227_PROJECTION: PROJECTING 8 CENTIMETERS
 DO6227_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6227+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2012
 DO6227
 DO6227  HISTORY     - Date     Condition        Report By
 DO6227  HISTORY     - 2011     MONUMENTED       WIDT
 DO6227  HISTORY     - 20121130 GOOD             WIDT
 DO6227
 DO6227                          STATION DESCRIPTION
 DO6227
 DO6227'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6227'THE STATION IS LOCATED 16.6 MI (26.7 KM) EAST OF BUTTERNUT, 12.8 MI
 DO6227'(20.6 KM) WEST-NORTHWEST OF LAC DU FLAMBEAU, AND 10.2 MI (16.4 KM)
 DO6227'SOUTH-SOUTHWEST OF MERCER.
 DO6227'
 DO6227'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DO6227'HIGHWAY 182 LOCATED APPROXIMATELY 27 MI (43.4 KM) SOUTH-SOUTHEAST OF
 DO6227'THE CITY OF HURLEY, GO SOUTHWEST ON STATE HIGHWAY 182 FOR 9.8 MI (15.8
 DO6227'KM) TO BOOT LAKE ROAD ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY
 DO6227'182 FOR 0.5 MI (0.8 KM) TO BRANCH ROAD ON THE LEFT, DOUBLE EE ROAD ON
 DO6227'THE RIGHT AND THE STATION ON THE RIGHT.
 DO6227'
 DO6227'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6227'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6227'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT 0.3 M (1.0 FT)
 DO6227'HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 17.5 M (57.4 FT)
 DO6227'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 182, 16.2 M (53.1 FT)
 DO6227'NORTHWEST OF THE CENTERLINE OF DOUBLE EE ROAD, 13.0 M (42.7 FT)
 DO6227'NORTHWEST OF A WOODEN POST FOR A -STOP- SIGN, AND LOCATED IN THE
 DO6227'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6227'
 DO6227'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 30
 DO6227'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6226 ***********************************************************************
 DO6226  DESIGNATION -  8T23
 DO6226  PID         -  DO6226
 DO6226  STATE/COUNTY-  WI/IRON
 DO6226  COUNTRY     -  US
 DO6226  USGS QUAD   -  WILSON LAKE (2018)
 DO6226
 DO6226                         *CURRENT SURVEY CONTROL
 DO6226  ______________________________________________________________________
 DO6226* NAD 83(1986) POSITION- 46 01 21.     (N) 090 06 57.     (W)   SCALED
 DO6226* NAVD 88 ORTHO HEIGHT -   486.840 (meters)     1597.24  (feet) ADJUSTED
 DO6226  ______________________________________________________________________
 DO6226  GEOID HEIGHT    -        -30.772 (meters)                     GEOID18
 DO6226  DYNAMIC HEIGHT  -        486.826 (meters)     1597.20  (feet) COMP
 DO6226  MODELED GRAVITY -    980,570.4   (mgal)                       NAVD 88
 DO6226
 DO6226  VERT ORDER      -  SECOND    CLASS I
 DO6226
 DO6226.The horizontal coordinates were scaled from a map and have
 DO6226.an estimated accuracy of +/- 6 seconds.
 DO6226
 DO6226.The orthometric height was determined by differential leveling and
 DO6226.adjusted by the NATIONAL GEODETIC SURVEY
 DO6226.in February 2017.
 DO6226
 DO6226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6226.GEOID18 height accuracy estimate available here.
 DO6226
 DO6226.Click photographs - Photos may exist for this station.
 DO6226
 DO6226.The dynamic height is computed by dividing the NAVD 88
 DO6226.geopotential number by the normal gravity value computed on the
 DO6226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6226.degrees latitude (g = 980.6199 gals.).
 DO6226
 DO6226.The modeled gravity was interpolated from observed gravity values.
 DO6226
 DO6226;                    North         East    Units  Estimated Accuracy
 DO6226;SPC WI N     -    95,130.      591,030.      MT  (+/- 180 meters Scaled)
 DO6226
 DO6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM232005(NAD 83)
 DO6226
 DO6226                          SUPERSEDED SURVEY CONTROL
 DO6226
 DO6226  NAVD 88 (07/25/13)  486.850  (m)         1597.27   (f) SUPERSEDED  2 1
 DO6226
 DO6226.Superseded values are not recommended for survey control.
 DO6226
 DO6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6226.See file dsdata.pdf to determine how the superseded data were derived.
 DO6226
 DO6226_MARKER: DD = SURVEY DISK
 DO6226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6226_STAMPING: 8T23 2011
 DO6226_MARK LOGO: WIDT
 DO6226_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6226+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 DO6226
 DO6226  HISTORY     - Date     Condition        Report By
 DO6226  HISTORY     - 2011     MONUMENTED       WIDT
 DO6226  HISTORY     - 20121129 GOOD             WIDT
 DO6226
 DO6226                          STATION DESCRIPTION
 DO6226
 DO6226'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6226'THE STATION IS LOCATED 17.9 MI (28.8 KM) EAST OF BUTTERNUT, 11.3 MI
 DO6226'(18.2 KM) WEST-NORTHWEST OF LAC DU FLAMBEAU, AND 10.1 MI (16.3 KM)
 DO6226'SOUTH-SOUTHWEST OF MERCER.
 DO6226'
 DO6226'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DO6226'HIGHWAY 182 LOCATED APPROXIMATELY 27 MI (43.4 KM) SOUTH-SOUTHEAST OF
 DO6226'THE CITY OF HURLEY, GO SOUTH THEN SOUTHWEST ON STATE HIGHWAY 182 FOR
 DO6226'8.65 MI (13.9 KM) TO BEARSKULL ROAD ON THE LEFT.  CONTINUE SOUTHWEST
 DO6226'ON STATE HIGHWAY 182 FOR 0.05 MI (0.1 KM) TO THE STATION ON THE LEFT.
 DO6226'
 DO6226'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6226'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6226'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M
 DO6226'(3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 13.5 M (44.3
 DO6226'FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 182, 53.0 M (173.9
 DO6226'FT) SOUTHWEST OF AN ORANGE OVER WHITE BURIED CABLE MARKER POST, 10.4 M
 DO6226'(34.1 FT) NORTHEAST OF A WOODEN POST FOR A -NO PASSING ZONE- SIGN, AND
 DO6226'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6226'WITNESS POSTS.
 DO6226'
 DO6226'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 30
 DO6226'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6225 ***********************************************************************
 DO6225  DESIGNATION -  8T24
 DO6225  PID         -  DO6225
 DO6225  STATE/COUNTY-  WI/IRON
 DO6225  COUNTRY     -  US
 DO6225  USGS QUAD   -  WILSON LAKE (2018)
 DO6225
 DO6225                         *CURRENT SURVEY CONTROL
 DO6225  ______________________________________________________________________
 DO6225* NAD 83(1986) POSITION- 46 01 51.     (N) 090 04 32.     (W)   SCALED
 DO6225* NAVD 88 ORTHO HEIGHT -   486.201 (meters)     1595.14  (feet) ADJUSTED
 DO6225  ______________________________________________________________________
 DO6225  GEOID HEIGHT    -        -30.787 (meters)                     GEOID18
 DO6225  DYNAMIC HEIGHT  -        486.185 (meters)     1595.09  (feet) COMP
 DO6225  MODELED GRAVITY -    980,567.5   (mgal)                       NAVD 88
 DO6225
 DO6225  VERT ORDER      -  SECOND    CLASS I
 DO6225
 DO6225.The horizontal coordinates were scaled from a map and have
 DO6225.an estimated accuracy of +/- 6 seconds.
 DO6225
 DO6225.The orthometric height was determined by differential leveling and
 DO6225.adjusted by the NATIONAL GEODETIC SURVEY
 DO6225.in February 2017.
 DO6225
 DO6225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6225.GEOID18 height accuracy estimate available here.
 DO6225
 DO6225.Click photographs - Photos may exist for this station.
 DO6225
 DO6225.The dynamic height is computed by dividing the NAVD 88
 DO6225.geopotential number by the normal gravity value computed on the
 DO6225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6225.degrees latitude (g = 980.6199 gals.).
 DO6225
 DO6225.The modeled gravity was interpolated from observed gravity values.
 DO6225
 DO6225;                    North         East    Units  Estimated Accuracy
 DO6225;SPC WI N     -    96,050.      594,150.      MT  (+/- 180 meters Scaled)
 DO6225
 DO6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM263016(NAD 83)
 DO6225
 DO6225                          SUPERSEDED SURVEY CONTROL
 DO6225
 DO6225  NAVD 88 (07/25/13)  486.212  (m)         1595.18   (f) SUPERSEDED  2 1
 DO6225
 DO6225.Superseded values are not recommended for survey control.
 DO6225
 DO6225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6225.See file dsdata.pdf to determine how the superseded data were derived.
 DO6225
 DO6225_MARKER: DD = SURVEY DISK
 DO6225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6225_STAMPING: 8T24 2011
 DO6225_MARK LOGO: WIDT
 DO6225_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6225+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 DO6225
 DO6225  HISTORY     - Date     Condition        Report By
 DO6225  HISTORY     - 2011     MONUMENTED       WIDT
 DO6225  HISTORY     - 20121129 GOOD             WIDT
 DO6225
 DO6225                          STATION DESCRIPTION
 DO6225
 DO6225'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6225'THE STATION IS LOCATED 19.9 MI (32.0 KM) EAST OF BUTTERNUT, 9.8 MI
 DO6225'(15.8 KM) NORTHWEST OF LAC DU FLAMBEAU, AND 9.5 MI (15.3 KM) SOUTH OF
 DO6225'MERCER.
 DO6225'
 DO6225'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DO6225'HIGHWAY 182 LOCATED APPROXIMATELY 27 MI (43.4 KM) SOUTH-SOUTHEAST OF
 DO6225'THE CITY OF HURLEY, GO SOUTH AND SOUTHWEST ON STATE HIGHWAY 182 FOR
 DO6225'4.95 MI (8.0 KM) TO REIMER LAKE ROAD ON THE RIGHT.  CONTINUE SOUTHWEST
 DO6225'ON STATE HIGHWAY 182 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE RIGHT.
 DO6225'
 DO6225'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6225'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6225'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M
 DO6225'(3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 16.5 M (54.1
 DO6225'FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 182, 14.3 M (46.9 FT)
 DO6225'SOUTHWEST OF A WOODEN POST FOR A -NO PASSING ZONE- SIGN, 15.4 M (50.5
 DO6225'FT) SOUTHWEST OF A 15 INCH (38 CM) CORRUGATED METAL CULVERT, AND
 DO6225'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6225'WITNESS POSTS.
 DO6225'
 DO6225'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6225'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6223 ***********************************************************************
 DO6223  DESIGNATION -  8T25
 DO6223  PID         -  DO6223
 DO6223  STATE/COUNTY-  WI/IRON
 DO6223  COUNTRY     -  US
 DO6223  USGS QUAD   -  WILSON LAKE (2018)
 DO6223
 DO6223                         *CURRENT SURVEY CONTROL
 DO6223  ______________________________________________________________________
 DO6223* NAD 83(1986) POSITION- 46 03 26.     (N) 090 01 31.     (W)   SCALED
 DO6223* NAVD 88 ORTHO HEIGHT -   497.231 (meters)     1631.33  (feet) ADJUSTED
 DO6223  ______________________________________________________________________
 DO6223  GEOID HEIGHT    -        -30.771 (meters)                     GEOID18
 DO6223  DYNAMIC HEIGHT  -        497.222 (meters)     1631.30  (feet) COMP
 DO6223  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 DO6223
 DO6223  VERT ORDER      -  SECOND    CLASS I
 DO6223
 DO6223.The horizontal coordinates were scaled from a map and have
 DO6223.an estimated accuracy of +/- 6 seconds.
 DO6223
 DO6223.The orthometric height was determined by differential leveling and
 DO6223.adjusted by the NATIONAL GEODETIC SURVEY
 DO6223.in February 2017.
 DO6223
 DO6223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6223.GEOID18 height accuracy estimate available here.
 DO6223
 DO6223.Click photographs - Photos may exist for this station.
 DO6223
 DO6223.The dynamic height is computed by dividing the NAVD 88
 DO6223.geopotential number by the normal gravity value computed on the
 DO6223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6223.degrees latitude (g = 980.6199 gals.).
 DO6223
 DO6223.The modeled gravity was interpolated from observed gravity values.
 DO6223
 DO6223;                    North         East    Units  Estimated Accuracy
 DO6223;SPC WI N     -    98,980.      598,040.      MT  (+/- 180 meters Scaled)
 DO6223
 DO6223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM300047(NAD 83)
 DO6223
 DO6223                          SUPERSEDED SURVEY CONTROL
 DO6223
 DO6223  NAVD 88 (07/25/13)  497.245  (m)         1631.38   (f) SUPERSEDED  2 1
 DO6223
 DO6223.Superseded values are not recommended for survey control.
 DO6223
 DO6223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6223.See file dsdata.pdf to determine how the superseded data were derived.
 DO6223
 DO6223_MARKER: DD = SURVEY DISK
 DO6223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6223_STAMPING: 8T25 2011
 DO6223_MARK LOGO: WIDT
 DO6223_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6223+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 DO6223
 DO6223  HISTORY     - Date     Condition        Report By
 DO6223  HISTORY     - 2011     MONUMENTED       WIDT
 DO6223  HISTORY     - 20121128 GOOD             WIDT
 DO6223
 DO6223                          STATION DESCRIPTION
 DO6223
 DO6223'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6223'THE STATION IS LOCATED 8.8 MI (14.2 KM) NORTHWEST OF LAC DU FLAMBEAU,
 DO6223'8.6 MI (13.8 KM) SOUTHWEST OF MANITOWISH WATERS, AND 7.7 MI (12.4 KM)
 DO6223'SOUTHEAST OF MERCER.
 DO6223'
 DO6223'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DO6223'HIGHWAY 182 LOCATED APPROXIMATELY 27 MI (43.4 KM) SOUTH-SOUTHEAST OF
 DO6223'THE CITY OF HURLEY, GO SOUTH ON STATE HIGHWAY 182 FOR 3.15 MI (5.1 KM)
 DO6223'TO EAST RIVER ROAD ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 182
 DO6223'FOR 0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.
 DO6223'
 DO6223'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6223'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6223'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 1 M
 DO6223'(3.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 15.7 M
 DO6223'(51.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 182, 90.5 M (296.9
 DO6223'FT) NORTH OF A MAIL BOX -2045W-, 31.0 M (101.7 FT) SOUTH OF AN IRON
 DO6223'COUNTY GPS SURVEY MONUMENT -MIRROR LAKE GPS-, AND LOCATED IN THE
 DO6223'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6223'
 DO6223'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6223'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6222 ***********************************************************************
 DO6222  DESIGNATION -  8T26
 DO6222  PID         -  DO6222
 DO6222  STATE/COUNTY-  WI/IRON
 DO6222  COUNTRY     -  US
 DO6222  USGS QUAD   -  WILSON LAKE (2018)
 DO6222
 DO6222                         *CURRENT SURVEY CONTROL
 DO6222  ______________________________________________________________________
 DO6222* NAD 83(1986) POSITION- 46 04 35.     (N) 090 01 00.     (W)   SCALED
 DO6222* NAVD 88 ORTHO HEIGHT -   482.532 (meters)     1583.11  (feet) ADJUSTED
 DO6222  ______________________________________________________________________
 DO6222  GEOID HEIGHT    -        -30.754 (meters)                     GEOID18
 DO6222  DYNAMIC HEIGHT  -        482.525 (meters)     1583.08  (feet) COMP
 DO6222  MODELED GRAVITY -    980,585.0   (mgal)                       NAVD 88
 DO6222
 DO6222  VERT ORDER      -  SECOND    CLASS I
 DO6222
 DO6222.The horizontal coordinates were scaled from a map and have
 DO6222.an estimated accuracy of +/- 6 seconds.
 DO6222
 DO6222.The orthometric height was determined by differential leveling and
 DO6222.adjusted by the NATIONAL GEODETIC SURVEY
 DO6222.in February 2017.
 DO6222
 DO6222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6222.GEOID18 height accuracy estimate available here.
 DO6222
 DO6222.Click photographs - Photos may exist for this station.
 DO6222
 DO6222.The dynamic height is computed by dividing the NAVD 88
 DO6222.geopotential number by the normal gravity value computed on the
 DO6222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6222.degrees latitude (g = 980.6199 gals.).
 DO6222
 DO6222.The modeled gravity was interpolated from observed gravity values.
 DO6222
 DO6222;                    North         East    Units  Estimated Accuracy
 DO6222;SPC WI N     -   101,110.      598,710.      MT  (+/- 180 meters Scaled)
 DO6222
 DO6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM306068(NAD 83)
 DO6222
 DO6222                          SUPERSEDED SURVEY CONTROL
 DO6222
 DO6222  NAVD 88 (07/25/13)  482.548  (m)         1583.16   (f) SUPERSEDED  2 1
 DO6222
 DO6222.Superseded values are not recommended for survey control.
 DO6222
 DO6222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6222.See file dsdata.pdf to determine how the superseded data were derived.
 DO6222
 DO6222_MARKER: DD = SURVEY DISK
 DO6222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6222_STAMPING: 8T26 2011
 DO6222_MARK LOGO: WIDT
 DO6222_PROJECTION: PROJECTING 7 CENTIMETERS
 DO6222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6222+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 DO6222
 DO6222  HISTORY     - Date     Condition        Report By
 DO6222  HISTORY     - 2011     MONUMENTED       WIDT
 DO6222  HISTORY     - 20121128 GOOD             WIDT
 DO6222
 DO6222                          STATION DESCRIPTION
 DO6222
 DO6222'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6222'THE STATION IS LOCATED 9.5 MI (15.3 KM) NORTHWEST OF LAC DU FLAMBEAU,
 DO6222'7.5 MI (12.1 KM) SOUTHWEST OF MANITOWISH WATERS, AND 6.5 MI (10.5 KM)
 DO6222'SOUTHEAST OF MERCER.
 DO6222'
 DO6222'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DO6222'HIGHWAY 182 LOCATED APPROXIMATELY 27 MI (43.4 KM) SOUTH-SOUTHEAST OF
 DO6222'THE CITY OF HURLEY, GO SOUTH THEN SOUTHWEST ON STATE HIGHWAY 182 FOR
 DO6222'1.9 MI (3.1 KM) TO A BRIDGE OVER THE BEAR RIVER, CONTINUE SOUTHWEST ON
 DO6222'STATE HIGHWAY 182 FOR 0.1 MI (0.2 KM) TO AN UNMARKED DRIVEWAY ON THE
 DO6222'RIGHT AND THE STATION ON THE RIGHT.
 DO6222'
 DO6222'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6222'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6222'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL THE
 DO6222'HIGHWAY PAVEMENT.  THE STATION IS 15.2 M (49.9 FT) NORTHWEST OF THE
 DO6222'CENTERLINE OF STATE HIGHWAY 182, 12.8 M (42.0 FT) SOUTHWEST OF THE
 DO6222'CENTER OF A DRIVEWAY, 7.6 M (24.9 FT) WEST OF A 24 INCH (61 CM)
 DO6222'CORRUGATED METAL CULVERT, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6222'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6222'
 DO6222'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO
 DO6222'THE WEST EXTENDING TO 60 DEGREES ABOVE THE HORIZON AND TREES TO THE
 DO6222'EAST EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6221 ***********************************************************************
 DO6221  DESIGNATION -  8T27
 DO6221  PID         -  DO6221
 DO6221  STATE/COUNTY-  WI/IRON
 DO6221  COUNTRY     -  US
 DO6221  USGS QUAD   -  POWELL (2018)
 DO6221
 DO6221                         *CURRENT SURVEY CONTROL
 DO6221  ______________________________________________________________________
 DO6221* NAD 83(1986) POSITION- 46 05 06.     (N) 089 59 00.     (W)   SCALED
 DO6221* NAVD 88 ORTHO HEIGHT -   484.374 (meters)     1589.15  (feet) ADJUSTED
 DO6221  ______________________________________________________________________
 DO6221  GEOID HEIGHT    -        -30.758 (meters)                     GEOID18
 DO6221  DYNAMIC HEIGHT  -        484.368 (meters)     1589.13  (feet) COMP
 DO6221  MODELED GRAVITY -    980,587.1   (mgal)                       NAVD 88
 DO6221
 DO6221  VERT ORDER      -  SECOND    CLASS I
 DO6221
 DO6221.The horizontal coordinates were scaled from a map and have
 DO6221.an estimated accuracy of +/- 6 seconds.
 DO6221
 DO6221.The orthometric height was determined by differential leveling and
 DO6221.adjusted by the NATIONAL GEODETIC SURVEY
 DO6221.in February 2017.
 DO6221
 DO6221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6221.GEOID18 height accuracy estimate available here.
 DO6221
 DO6221.Click photographs - Photos may exist for this station.
 DO6221
 DO6221.The dynamic height is computed by dividing the NAVD 88
 DO6221.geopotential number by the normal gravity value computed on the
 DO6221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6221.degrees latitude (g = 980.6199 gals.).
 DO6221
 DO6221.The modeled gravity was interpolated from observed gravity values.
 DO6221
 DO6221;                    North         East    Units  Estimated Accuracy
 DO6221;SPC WI N     -   102,070.      601,290.      MT  (+/- 180 meters Scaled)
 DO6221
 DO6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS693078(NAD 83)
 DO6221
 DO6221                          SUPERSEDED SURVEY CONTROL
 DO6221
 DO6221  NAVD 88 (07/25/13)  484.392  (m)         1589.21   (f) SUPERSEDED  2 1
 DO6221
 DO6221.Superseded values are not recommended for survey control.
 DO6221
 DO6221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6221.See file dsdata.pdf to determine how the superseded data were derived.
 DO6221
 DO6221_MARKER: DD = SURVEY DISK
 DO6221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6221_STAMPING: 8T27 2011
 DO6221_MARK LOGO: WIDT
 DO6221_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6221+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2012
 DO6221
 DO6221  HISTORY     - Date     Condition        Report By
 DO6221  HISTORY     - 2011     MONUMENTED       WIDT
 DO6221  HISTORY     - 20121127 GOOD             WIDT
 DO6221
 DO6221                          STATION DESCRIPTION
 DO6221
 DO6221'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6221'THE STATION IS LOCATED 9.1 MI (14.6 KM) NORTHWEST OF LAC DU FLAMBEAU,
 DO6221'7.0 MI (11.3 KM) SOUTHEAST OF MERCER, AND 5.8 MI (9.3 KM) SOUTHWEST OF
 DO6221'MANITOWISH WATERS.
 DO6221'
 DO6221'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DO6221'STATE HIGHWAY 47 WITH STATE HIGHWAY 182 APPROXIMATELY 27 MI (43.4 KM)
 DO6221'SOUTH-SOUTHEAST OF THE CITY OF HURLEY.
 DO6221'
 DO6221'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6221'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6221'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6221'HIGHWAY PAVEMENT.  THE STATION IS 26.2 M (86.0 FT) SOUTH OF THE
 DO6221'CENTERLINE OF STATE HIGHWAY 47, 28.3 M (92.8 FT) WEST OF THE
 DO6221'CENTERLINE OF STATE HIGHWAY 182, 22.6 M (74.1 FT) SOUTHWEST OF A 24
 DO6221'INCH (61 CM) CORRUGATED METAL CULVERT, 25.5 M (83.7 FT) NORTHEAST OF
 DO6221'THE SOUTHERN END OF A LARGE BILLBOARD SIGN, AND LOCATED IN THE CENTER
 DO6221'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6221'
 DO6221'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6221'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6220 ***********************************************************************
 DO6220  DESIGNATION -  8T28
 DO6220  PID         -  DO6220
 DO6220  STATE/COUNTY-  WI/IRON
 DO6220  COUNTRY     -  US
 DO6220  USGS QUAD   -  WILSON LAKE (2018)
 DO6220
 DO6220                         *CURRENT SURVEY CONTROL
 DO6220  ______________________________________________________________________
 DO6220* NAD 83(1986) POSITION- 46 06 29.     (N) 090 00 16.     (W)   SCALED
 DO6220* NAVD 88 ORTHO HEIGHT -   485.470 (meters)     1592.75  (feet) ADJUSTED
 DO6220  ______________________________________________________________________
 DO6220  GEOID HEIGHT    -        -30.733 (meters)                     GEOID18
 DO6220  DYNAMIC HEIGHT  -        485.466 (meters)     1592.73  (feet) COMP
 DO6220  MODELED GRAVITY -    980,589.4   (mgal)                       NAVD 88
 DO6220
 DO6220  VERT ORDER      -  SECOND    CLASS I
 DO6220
 DO6220.The horizontal coordinates were scaled from a map and have
 DO6220.an estimated accuracy of +/- 6 seconds.
 DO6220
 DO6220.The orthometric height was determined by differential leveling and
 DO6220.adjusted by the NATIONAL GEODETIC SURVEY
 DO6220.in February 2017.
 DO6220
 DO6220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6220.GEOID18 height accuracy estimate available here.
 DO6220
 DO6220.Click photographs - Photos may exist for this station.
 DO6220
 DO6220.The dynamic height is computed by dividing the NAVD 88
 DO6220.geopotential number by the normal gravity value computed on the
 DO6220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6220.degrees latitude (g = 980.6199 gals.).
 DO6220
 DO6220.The modeled gravity was interpolated from observed gravity values.
 DO6220
 DO6220;                    North         East    Units  Estimated Accuracy
 DO6220;SPC WI N     -   104,630.      599,660.      MT  (+/- 180 meters Scaled)
 DO6220
 DO6220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM314104(NAD 83)
 DO6220
 DO6220                          SUPERSEDED SURVEY CONTROL
 DO6220
 DO6220  NAVD 88 (07/25/13)  485.490  (m)         1592.81   (f) SUPERSEDED  2 1
 DO6220
 DO6220.Superseded values are not recommended for survey control.
 DO6220
 DO6220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6220.See file dsdata.pdf to determine how the superseded data were derived.
 DO6220
 DO6220_MARKER: DD = SURVEY DISK
 DO6220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6220_STAMPING: 8T28 2011
 DO6220_MARK LOGO: WIDT
 DO6220_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6220+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2012
 DO6220
 DO6220  HISTORY     - Date     Condition        Report By
 DO6220  HISTORY     - 2011     MONUMENTED       WIDT
 DO6220  HISTORY     - 20121127 GOOD             WIDT
 DO6220
 DO6220                          STATION DESCRIPTION
 DO6220
 DO6220'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6220'THE STATION IS LOCATED 10.9 MI (17.5 KM) NORTHWEST OF LAC DU FLAMBEAU,
 DO6220'6.1 MI (9.8 KM) WEST-SOUTHWEST OF MANITOWISH WATERS, AND 5.1 MI (8.2
 DO6220'KM) SOUTHEAST OF MERCER.
 DO6220'
 DO6220'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6220'HIGHWAY 47 LOCATED APPROXIMATELY 23 MI (37.0 KM) SOUTH-SOUTHEAST OF
 DO6220'THE CITY OF HURLEY, GO SOUTH ON STATE HIGHWAY 47 FOR 1.75 MI (2.8 KM)
 DO6220'TO THE STATION ON THE LEFT.
 DO6220'
 DO6220'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6220'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6220'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.3 M
 DO6220'(1.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 12.6 M
 DO6220'(41.3 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 47, 6.7 M (22.0 FT)
 DO6220'NORTH OF THE CENTER OF A TRACK ROAD LEADING EAST, 105.8 M (347.1 FT)
 DO6220'NORTH OF A -NO PASSING ZONE- SIGN, AND LOCATED IN THE CENTER OF A
 DO6220'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6220'
 DO6220'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES IN
 DO6220'ALL DIRECTIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6292 ***********************************************************************
 DO6292  DESIGNATION -  8T85
 DO6292  PID         -  DO6292
 DO6292  STATE/COUNTY-  WI/IRON
 DO6292  COUNTRY     -  US
 DO6292  USGS QUAD   -  IRONWOOD (2017)
 DO6292
 DO6292                         *CURRENT SURVEY CONTROL
 DO6292  ______________________________________________________________________
 DO6292* NAD 83(2011) POSITION- 46 29 09.12449(N) 090 14 48.13805(W)   ADJUSTED
 DO6292* NAD 83(2011) ELLIP HT-   364.254 (meters)        (08/30/18)   ADJUSTED
 DO6292* NAD 83(2011) EPOCH   -  2010.00
 DO6292* NAVD 88 ORTHO HEIGHT -   394.846 (meters)     1295.42  (feet) ADJUSTED
 DO6292  ______________________________________________________________________
 DO6292  GEOID HEIGHT    -        -30.597 (meters)                     GEOID18
 DO6292  NAD 83(2011) X  -    -18,943.644 (meters)                     COMP
 DO6292  NAD 83(2011) Y  - -4,399,522.014 (meters)                     COMP
 DO6292  NAD 83(2011) Z  -  4,602,863.056 (meters)                     COMP
 DO6292  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 DO6292  DYNAMIC HEIGHT  -        394.872 (meters)     1295.51  (feet) COMP
 DO6292  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 DO6292
 DO6292  VERT ORDER      -  SECOND    CLASS I
 DO6292
 DO6292  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6292  Standards:
 DO6292         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6292            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6292  -------------------------------------------------------------------
 DO6292  NETWORK    0.49   0.92           0.22   0.17   0.47     -0.11589402
 DO6292  -------------------------------------------------------------------
 DO6292  Click here for local accuracies and other accuracy information.
 DO6292
 DO6292.The horizontal coordinates were established by GPS observations
 DO6292.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DO6292
 DO6292.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6292.been affixed to the stable North American tectonic plate. See 
 DO6292.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6292
 DO6292.The horizontal coordinates are valid at the epoch date displayed above
 DO6292.which is a decimal equivalence of Year/Month/Day.
 DO6292
 DO6292.The orthometric height was determined by differential leveling and
 DO6292.adjusted by the NATIONAL GEODETIC SURVEY
 DO6292.in February 2017.
 DO6292
 DO6292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6292.GEOID18 height accuracy estimate available here.
 DO6292
 DO6292.Click photographs - Photos may exist for this station.
 DO6292
 DO6292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6292
 DO6292.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6292
 DO6292.The ellipsoidal height was determined by GPS observations
 DO6292.and is referenced to NAD 83.
 DO6292
 DO6292.The dynamic height is computed by dividing the NAVD 88
 DO6292.geopotential number by the normal gravity value computed on the
 DO6292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6292.degrees latitude (g = 980.6199 gals.).
 DO6292
 DO6292.The modeled gravity was interpolated from observed gravity values.
 DO6292
 DO6292. The following values were computed from the NAD 83(2011) position.
 DO6292
 DO6292;                    North         East     Units Scale Factor Converg.
 DO6292;SPC WI N     -   146,653.681   581,058.152   MT  0.99996074   -0 10 40.7
 DO6292;SPC WI N     -   481,146.29  1,906,354.95   sFT  0.99996074   -0 10 40.7
 DO6292;UTM  15      - 5,151,716.523   711,316.130   MT  1.00014892   +1 59 50.8
 DO6292
 DO6292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6292!SPC WI N     -   0.99994290  x   0.99996074  =   0.99990365
 DO6292!UTM  15      -   0.99994290  x   1.00014892  =   1.00009181
 DO6292
 DO6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1131651716(NAD 83)
 DO6292
 DO6292                          SUPERSEDED SURVEY CONTROL
 DO6292
 DO6292  NAVD 88 (07/25/13)  394.881  (m)         1295.54   (f) SUPERSEDED  2 1
 DO6292
 DO6292.Superseded values are not recommended for survey control.
 DO6292
 DO6292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6292.See file dsdata.pdf to determine how the superseded data were derived.
 DO6292
 DO6292_MARKER: DD = SURVEY DISK
 DO6292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6292_STAMPING: 8T85 2011
 DO6292_MARK LOGO: WIDT
 DO6292_PROJECTION: FLUSH
 DO6292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6292+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 DO6292
 DO6292  HISTORY     - Date     Condition        Report By
 DO6292  HISTORY     - 2011     MONUMENTED       WIDT
 DO6292  HISTORY     - 20121029 GOOD             WIDT
 DO6292  HISTORY     - 20180724 GOOD             WIDT
 DO6292  HISTORY     - 20180806 GOOD             WIDT
 DO6292
 DO6292                          STATION DESCRIPTION
 DO6292
 DO6292'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6292'THE STATION IS LOCATED 11.1 MI (17.9 KM) NORTHEAST OF UPSON, 8.0 MI
 DO6292'(12.9 KM) EAST OF SAXON, AND 3.8 MI (6.1 KM) NORTHWEST OF HURLEY.
 DO6292'
 DO6292'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DO6292'HIGHWAY D LOCATED APPROXIMATELY 2 MI (3.2 KM) NORTHWEST OF THE CITY OF
 DO6292'HURLEY, GO NORTHWEST ALONG U.S. HIGHWAY 2 FOR 1.05 MI (1.7 KM) TO
 DO6292'DEFER ROAD.  CONTINUE NORTHWEST ON U.S. HIGHWAY 2 FOR 0.6 MI (1.0 KM)
 DO6292'TO A DRIVEWAY -KIMBALL 6309W- ON THE LEFT AND THE STATION ON THE LEFT.
 DO6292'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6292'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6292'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6292'HIGHWAY PAVEMENT.  THE STATION IS 20.0 M (65.6 FT) SOUTH OF THE
 DO6292'CENTERLINE OF U.S. HIGHWAY 2, 22.6 M (74.1 FT) WEST OF METAL SIGN POST
 DO6292'FOR -KIMBALL 6309W-, 13.5 M (44.3 FT) NORTH OF A WOODEN FENCE LINE,
 DO6292'AND 0.6 M (2.0 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 DO6292'
 DO6292'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6292'DEGREES ABOVE THE HORIZON.
 DO6292
 DO6292                          STATION RECOVERY (2018)
 DO6292
 DO6292'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DO6292'RECOVERED AS DESCRIBED.
 DO6292
 DO6292                          STATION RECOVERY (2018)
 DO6292
 DO6292'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DO6292'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6233 ***********************************************************************
 DO6233  DESIGNATION -  8U01
 DO6233  PID         -  DO6233
 DO6233  STATE/COUNTY-  WI/VILAS
 DO6233  COUNTRY     -  US
 DO6233  USGS QUAD   -  BOULDER JUNCTION (2018)
 DO6233
 DO6233                         *CURRENT SURVEY CONTROL
 DO6233  ______________________________________________________________________
 DO6233* NAD 83(1986) POSITION- 46 01 36.53   (N) 089 42 18.76   (W)   HD_HELD1
 DO6233* NAVD 88 ORTHO HEIGHT -   493.868 (meters)     1620.30  (feet) ADJUSTED
 DO6233  ______________________________________________________________________
 DO6233  GEOID HEIGHT    -        -31.095 (meters)                     GEOID18
 DO6233  DYNAMIC HEIGHT  -        493.855 (meters)     1620.26  (feet) COMP
 DO6233  MODELED GRAVITY -    980,573.0   (mgal)                       NAVD 88
 DO6233
 DO6233  VERT ORDER      -  SECOND    CLASS I
 DO6233
 DO6233.The horizontal coordinates were determined by differentially corrected
 DO6233.hand held GPS observations or other comparable positioning techniques
 DO6233.and have an estimated accuracy of +/- 3 meters.
 DO6233
 DO6233.The orthometric height was determined by differential leveling and
 DO6233.adjusted by the NATIONAL GEODETIC SURVEY
 DO6233.in February 2017.
 DO6233
 DO6233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6233.GEOID18 height accuracy estimate available here.
 DO6233
 DO6233.Click photographs - Photos may exist for this station.
 DO6233
 DO6233.The dynamic height is computed by dividing the NAVD 88
 DO6233.geopotential number by the normal gravity value computed on the
 DO6233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6233.degrees latitude (g = 980.6199 gals.).
 DO6233
 DO6233.The modeled gravity was interpolated from observed gravity values.
 DO6233
 DO6233;                    North         East    Units  Estimated Accuracy
 DO6233;SPC WI N     -    95,642.5     622,823.1     MT  (+/- 3 meters HH1 GPS) 
 DO6233
 DO6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9063300585(NAD 83)
 DO6233
 DO6233                          SUPERSEDED SURVEY CONTROL
 DO6233
 DO6233  NAVD 88 (07/25/13)  493.897  (m)         1620.39   (f) SUPERSEDED  2 1
 DO6233
 DO6233.Superseded values are not recommended for survey control.
 DO6233
 DO6233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6233.See file dsdata.pdf to determine how the superseded data were derived.
 DO6233
 DO6233_MARKER: DD = SURVEY DISK
 DO6233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6233_STAMPING: 8U01 2011
 DO6233_MARK LOGO: WIDT
 DO6233_PROJECTION: FLUSH
 DO6233_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6233+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2012
 DO6233
 DO6233  HISTORY     - Date     Condition        Report By
 DO6233  HISTORY     - 2011     MONUMENTED       WIDT
 DO6233  HISTORY     - 20121107 GOOD             WIDT
 DO6233
 DO6233                          STATION DESCRIPTION
 DO6233
 DO6233'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6233'THE STATION IS LOCATED 11.5 MI (18.5 KM) SOUTHEAST OF MANITOWISH
 DO6233'WATERS, 8.7 MI (14.0 KM) WEST-NORTHWEST OF SAYNER, AND 6.6 MI (10.6
 DO6233'KM) SOUTH-SOUTHWEST OF BOULDER JUNCTION.
 DO6233'
 DO6233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6233'HIGHWAY N ABOUT 10 MI (16.1 KM) NORTH OF MINOCQUA, GO NORTH ON U.S.
 DO6233'HIGHWAY 51 FOR 1.2 MI (1.9 KM) TO THE NORTH BRANCH OF TROUT LAKE ROAD
 DO6233'ON THE RIGHT AND THE STATION ON THE LEFT, AT THE ENTRANCE TO THE TROUT
 DO6233'LAKE GOLF CLUB PRACTICE FACILITY.
 DO6233'
 DO6233'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6233'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6233'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6233'HIGHWAY PAVEMENT.  THE STATION IS 21.2 M (69.6 FT) WEST OF THE
 DO6233'CENTERLINE OF U.S. HIGHWAY 51, 23.7 M (77.8 FT) SOUTHEAST OF A
 DO6233'SOUTHEAST-FACING 15 FT (4.6 M) WIDE DECORATIVE WOODEN SIGN --TROUT
 DO6233'LAKE GOLF CLUB--, 19.5 M (64.0 FT) SOUTH-SOUTHWEST OF THE SOUTH END OF
 DO6233'A 24-INCH (61 CM) CORRUGATED METAL CULVERT, AND LOCATED IN THE CENTER
 DO6233'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6233'
 DO6233'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6233'DEGREES EXCEPT FOR A TREE LINE TO THE WEST OF THE STATION EXTENDING TO
 DO6233'25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6234 ***********************************************************************
 DO6234  DESIGNATION -  8U02
 DO6234  PID         -  DO6234
 DO6234  STATE/COUNTY-  WI/VILAS
 DO6234  COUNTRY     -  US
 DO6234  USGS QUAD   -  MANITOWISH LAKE (2018)
 DO6234
 DO6234                         *CURRENT SURVEY CONTROL
 DO6234  ______________________________________________________________________
 DO6234* NAD 83(1986) POSITION- 46 06 51.98   (N) 089 49 52.08   (W)   HD_HELD1
 DO6234* NAVD 88 ORTHO HEIGHT -   492.907 (meters)     1617.15  (feet) ADJUSTED
 DO6234  ______________________________________________________________________
 DO6234  GEOID HEIGHT    -        -30.849 (meters)                     GEOID18
 DO6234  DYNAMIC HEIGHT  -        492.902 (meters)     1617.13  (feet) COMP
 DO6234  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DO6234
 DO6234  VERT ORDER      -  SECOND    CLASS I
 DO6234
 DO6234.The horizontal coordinates were determined by differentially corrected
 DO6234.hand held GPS observations or other comparable positioning techniques
 DO6234.and have an estimated accuracy of +/- 3 meters.
 DO6234
 DO6234.The orthometric height was determined by differential leveling and
 DO6234.adjusted by the NATIONAL GEODETIC SURVEY
 DO6234.in February 2017.
 DO6234
 DO6234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6234.GEOID18 height accuracy estimate available here.
 DO6234
 DO6234.Click photographs - Photos may exist for this station.
 DO6234
 DO6234.The dynamic height is computed by dividing the NAVD 88
 DO6234.geopotential number by the normal gravity value computed on the
 DO6234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6234.degrees latitude (g = 980.6199 gals.).
 DO6234
 DO6234.The modeled gravity was interpolated from observed gravity values.
 DO6234
 DO6234;                    North         East    Units  Estimated Accuracy
 DO6234;SPC WI N     -   105,353.2     613,053.3     MT  (+/- 3 meters HH1 GPS) 
 DO6234
 DO6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8123410659(NAD 83)
 DO6234
 DO6234                          SUPERSEDED SURVEY CONTROL
 DO6234
 DO6234  NAVD 88 (07/25/13)  492.930  (m)         1617.22   (f) SUPERSEDED  2 1
 DO6234
 DO6234.Superseded values are not recommended for survey control.
 DO6234
 DO6234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6234.See file dsdata.pdf to determine how the superseded data were derived.
 DO6234
 DO6234_MARKER: DD = SURVEY DISK
 DO6234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6234_SP_SET: BRIDGE ABUTMENT
 DO6234_STAMPING: 8U02 2011
 DO6234_MARK LOGO: WIDT
 DO6234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6234+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2012
 DO6234
 DO6234  HISTORY     - Date     Condition        Report By
 DO6234  HISTORY     - 2011     MONUMENTED       WIDT
 DO6234  HISTORY     - 20121107 GOOD             WIDT
 DO6234
 DO6234                          STATION DESCRIPTION
 DO6234
 DO6234'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6234'THE STATION IS LOCATED 10.4 MI (16.7 KM) NORTH-NORTHEAST OF LAC DU
 DO6234'FLAMBEAU, 8.9 MI (14.3 KM) WEST OF BOULDER JUNCTION, AND 3.1 MI (5.0
 DO6234'KM) SOUTHEAST OF MANITOWISH WATERS.
 DO6234'
 DO6234'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6234'HIGHWAY H ABOUT 8 MI (12.9 KM) SOUTHEAST OF MANITOWISH WATERS, GO
 DO6234'NORTHWEST ON U.S. HIGHWAY 51 FOR 4.65 MI (7.5 KM) TO VOSS ROAD ON THE
 DO6234'RIGHT, CONTINUE WEST ON U.S. HIGHWAY 51 FOR 0.35 MI (0.6 KM) TO A
 DO6234'BRIDGE AND THE STATION ON THE LEFT.
 DO6234'
 DO6234'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6234'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DO6234'OF THE EAST ABUTMENT OF THE BRIDGE --B-63-18-98--, CROSSING BETWEEN
 DO6234'SPIDER LAKE AND LITTLE STAR LAKE.  THE STATION IS 7.5 M (24.6 FT)
 DO6234'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 51 AND 1.2 M (3.9 FT)
 DO6234'NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DO6234'
 DO6234'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6234'DEGREES ABOVE THE HORIZON EXCEPT FOR A FEW TALL PINE TREES TO THE
 DO6234'SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6240 ***********************************************************************
 DO6240  DESIGNATION -  8U03
 DO6240  PID         -  DO6240
 DO6240  STATE/COUNTY-  WI/IRON
 DO6240  COUNTRY     -  US
 DO6240  USGS QUAD   -  WINCHESTER (2018)
 DO6240
 DO6240                         *CURRENT SURVEY CONTROL
 DO6240  ______________________________________________________________________
 DO6240* NAD 83(1986) POSITION- 46 08 33.89   (N) 089 56 33.24   (W)   HD_HELD1
 DO6240* NAVD 88 ORTHO HEIGHT -   486.979 (meters)     1597.70  (feet) ADJUSTED
 DO6240  ______________________________________________________________________
 DO6240  GEOID HEIGHT    -        -30.753 (meters)                     GEOID18
 DO6240  DYNAMIC HEIGHT  -        486.975 (meters)     1597.68  (feet) COMP
 DO6240  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 DO6240
 DO6240  VERT ORDER      -  SECOND    CLASS I
 DO6240
 DO6240.The horizontal coordinates were determined by differentially corrected
 DO6240.hand held GPS observations or other comparable positioning techniques
 DO6240.and have an estimated accuracy of +/- 3 meters.
 DO6240
 DO6240.The orthometric height was determined by differential leveling and
 DO6240.adjusted by the NATIONAL GEODETIC SURVEY
 DO6240.in February 2017.
 DO6240
 DO6240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6240.GEOID18 height accuracy estimate available here.
 DO6240
 DO6240.Click photographs - Photos may exist for this station.
 DO6240
 DO6240.The dynamic height is computed by dividing the NAVD 88
 DO6240.geopotential number by the normal gravity value computed on the
 DO6240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6240.degrees latitude (g = 980.6199 gals.).
 DO6240
 DO6240.The modeled gravity was interpolated from observed gravity values.
 DO6240
 DO6240;                    North         East    Units  Estimated Accuracy
 DO6240;SPC WI N     -   108,487.3     604,437.3     MT  (+/- 3 meters HH1 GPS) 
 DO6240
 DO6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7274014117(NAD 83)
 DO6240
 DO6240                          SUPERSEDED SURVEY CONTROL
 DO6240
 DO6240  NAVD 88 (07/25/13)  487.002  (m)         1597.77   (f) SUPERSEDED  2 1
 DO6240
 DO6240.Superseded values are not recommended for survey control.
 DO6240
 DO6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6240.See file dsdata.pdf to determine how the superseded data were derived.
 DO6240
 DO6240_MARKER: DD = SURVEY DISK
 DO6240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6240_STAMPING: 8U03 2011
 DO6240_MARK LOGO: WIDT
 DO6240_PROJECTION: FLUSH
 DO6240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6240+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 DO6240
 DO6240  HISTORY     - Date     Condition        Report By
 DO6240  HISTORY     - 2011     MONUMENTED       WIDT
 DO6240  HISTORY     - 20121105 GOOD             WIDT
 DO6240
 DO6240                          STATION DESCRIPTION
 DO6240
 DO6240'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6240'THE STATION IS LOCATED 6.0 MI (9.7 KM) EAST-SOUTHEAST OF MERCER, 3.5
 DO6240'MI (5.6 KM) EAST-NORTHEAST OF MANITOWISH, AND 2.7 MI (4.3 KM)
 DO6240'NORTHWEST OF MANITOWISH WATERS.
 DO6240'
 DO6240'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6240'HIGHWAY W LOCATED APPROXIMATELY 26 MI (41.8 KM) SOUTH-SOUTHEAST OF THE
 DO6240'CITY OF HURLEY, GO WEST-NORTHWEST ON U.S. HIGHWAY 51 FOR 2.15 MI (3.5
 DO6240'KM) TO THE IRON-VILAS COUNTY LINE.  CONTINUE WEST ON U.S. HIGHWAY 51
 DO6240'FOR 0.65 MI (1.0 KM) TO THE STATION ON THE LEFT.
 DO6240'
 DO6240'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6240'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6240'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL
 DO6240'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 16.3 M (53.5 FT) SOUTH OF
 DO6240'THE CENTERLINE OF U.S. HIGHWAY 51, 55.2 M (181.1 FT) WEST OF THE
 DO6240'NORTHERNMOST POST FOR BILLBOARD SIGN -51052-, 25.9 M (85.0 FT) EAST OF
 DO6240'A 24-INCH (61 CM) CORRUGATED METAL CULVERT, AND IS LOCATED IN THE
 DO6240'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6240'
 DO6240'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6240'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1870 ***********************************************************************
 DP1870  DESIGNATION -  8U04
 DP1870  PID         -  DP1870
 DP1870  STATE/COUNTY-  WI/VILAS
 DP1870  COUNTRY     -  US
 DP1870  USGS QUAD   -  WINCHESTER (2018)
 DP1870
 DP1870                         *CURRENT SURVEY CONTROL
 DP1870  ______________________________________________________________________
 DP1870* NAD 83(1986) POSITION- 46 08 18.41   (N) 089 53 06.23   (W)   HD_HELD1
 DP1870* NAVD 88 ORTHO HEIGHT -   491.933 (meters)     1613.95  (feet) ADJUSTED
 DP1870  ______________________________________________________________________
 DP1870  GEOID HEIGHT    -        -30.786 (meters)                     GEOID18
 DP1870  DYNAMIC HEIGHT  -        491.929 (meters)     1613.94  (feet) COMP
 DP1870  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DP1870
 DP1870  VERT ORDER      -  SECOND    CLASS I
 DP1870
 DP1870.The horizontal coordinates were determined by differentially corrected
 DP1870.hand held GPS observations or other comparable positioning techniques
 DP1870.and have an estimated accuracy of +/- 3 meters.
 DP1870
 DP1870.The orthometric height was determined by differential leveling and
 DP1870.adjusted by the NATIONAL GEODETIC SURVEY
 DP1870.in February 2017.
 DP1870
 DP1870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1870.GEOID18 height accuracy estimate available here.
 DP1870
 DP1870.Click photographs - Photos may exist for this station.
 DP1870
 DP1870.The dynamic height is computed by dividing the NAVD 88
 DP1870.geopotential number by the normal gravity value computed on the
 DP1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1870.degrees latitude (g = 980.6199 gals.).
 DP1870
 DP1870.The modeled gravity was interpolated from observed gravity values.
 DP1870
 DP1870;                    North         East    Units  Estimated Accuracy
 DP1870;SPC WI N     -   108,014.2     608,880.6     MT  (+/- 3 meters HH1 GPS) 
 DP1870
 DP1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7716413476(NAD 83)
 DP1870
 DP1870                          SUPERSEDED SURVEY CONTROL
 DP1870
 DP1870  NAVD 88 (03/19/14)  491.957  (m)         1614.03   (f) SUPERSEDED  2 1
 DP1870
 DP1870.Superseded values are not recommended for survey control.
 DP1870
 DP1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1870.See file dsdata.pdf to determine how the superseded data were derived.
 DP1870
 DP1870_MARKER: DD = SURVEY DISK
 DP1870_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1870_SP_SET: PARAPET WALL
 DP1870_STAMPING: 8U04 2012
 DP1870_MARK LOGO: WIDT
 DP1870_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1870+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2013
 DP1870
 DP1870  HISTORY     - Date     Condition        Report By
 DP1870  HISTORY     - 2012     MONUMENTED       WIDT
 DP1870  HISTORY     - 20130820 GOOD             WIDT
 DP1870
 DP1870                          STATION DESCRIPTION
 DP1870
 DP1870'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1870'THE STATION IS LOCATED APPROXIMATELY 11.7 MI (18.8 KM) WEST-NORTHWEST
 DP1870'OF BOULDER JUNCTION, 8.7 MI (14.0 KM) EAST-SOUTHEAST OF MERCER AND
 DP1870'JUST NORTH OF MANITOWISH WATERS.
 DP1870'
 DP1870'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DP1870'HIGHWAY WEST, LOCATED IN THE VILLAGE OF MANITOWISH WATERS, GO NORTH ON
 DP1870'COUNTY HIGHWAY WEST FOR 0.6 MI (1.0 KM) TO A BRIDGE OVER THE
 DP1870'MANITOWISH RIVER AND THE STATION ON THE RIGHT.
 DP1870'
 DP1870'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1870'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DP1870'OF THE EAST PARAPET WALL OF BRIDGE NUMBER B-63-11-83, APPROXIMATELY 1
 DP1870'M (3.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 6.0 M
 DP1870'(19.7 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY WEST, 2.3 M (7.5
 DP1870'FT) NORTH-NORTHWEST OF A WHITE PLASTIC WITNESS POST, 1.6 M (5.2 FT)
 DP1870'NORTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.4 M (4.6 FT) NORTH OF
 DP1870'THE SOUTH END OF THE EAST PARAPET WALL.
 DP1870'
 DP1870'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1870'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES NORTHEAST, NORTHWEST,
 DP1870'SOUTHWEST AND SOUTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1792 ***********************************************************************
 DP1792  DESIGNATION -  8U05
 DP1792  PID         -  DP1792
 DP1792  STATE/COUNTY-  WI/VILAS
 DP1792  COUNTRY     -  US
 DP1792  USGS QUAD   -  WINCHESTER (2018)
 DP1792
 DP1792                         *CURRENT SURVEY CONTROL
 DP1792  ______________________________________________________________________
 DP1792* NAD 83(1986) POSITION- 46 09 21.4    (N) 089 52 35.2    (W)   HD_HELD2
 DP1792* NAVD 88 ORTHO HEIGHT -   491.814 (meters)     1613.56  (feet) ADJUSTED
 DP1792  ______________________________________________________________________
 DP1792  GEOID HEIGHT    -        -30.787 (meters)                     GEOID18
 DP1792  DYNAMIC HEIGHT  -        491.811 (meters)     1613.55  (feet) COMP
 DP1792  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 DP1792
 DP1792  VERT ORDER      -  SECOND    CLASS I
 DP1792
 DP1792.The horizontal coordinates were established by autonomous hand held GPS
 DP1792.observations and have an estimated accuracy of +/- 10 meters.
 DP1792
 DP1792.The orthometric height was determined by differential leveling and
 DP1792.adjusted by the NATIONAL GEODETIC SURVEY
 DP1792.in February 2017.
 DP1792
 DP1792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1792.GEOID18 height accuracy estimate available here.
 DP1792
 DP1792.Click photographs - Photos may exist for this station.
 DP1792
 DP1792.The dynamic height is computed by dividing the NAVD 88
 DP1792.geopotential number by the normal gravity value computed on the
 DP1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1792.degrees latitude (g = 980.6199 gals.).
 DP1792
 DP1792.The modeled gravity was interpolated from observed gravity values.
 DP1792
 DP1792;                    North         East    Units  Estimated Accuracy
 DP1792;SPC WI N     -   109,960.      609,544.      MT  (+/- 10 meters HH2 GPS)
 DP1792
 DP1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7790015396(NAD 83)
 DP1792
 DP1792                          SUPERSEDED SURVEY CONTROL
 DP1792
 DP1792  NAVD 88 (03/19/14)  491.840  (m)         1613.65   (f) SUPERSEDED  2 1
 DP1792
 DP1792.Superseded values are not recommended for survey control.
 DP1792
 DP1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1792.See file dsdata.pdf to determine how the superseded data were derived.
 DP1792
 DP1792_MARKER: DD = SURVEY DISK
 DP1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1792_STAMPING: 8U05 2012
 DP1792_MARK LOGO: WIDT
 DP1792_PROJECTION: FLUSH
 DP1792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1792+STABILITY: SURFACE MOTION
 DP1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1792+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2018
 DP1792
 DP1792  HISTORY     - Date     Condition        Report By
 DP1792  HISTORY     - 2012     MONUMENTED       WIDT
 DP1792  HISTORY     - 20130821 GOOD             WIDT
 DP1792  HISTORY     - 20180607 GOOD             WI-125
 DP1792
 DP1792                          STATION DESCRIPTION
 DP1792
 DP1792'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1792'THE STATION IS LOCATED APPROXIMATELY 11.5 MI (18.5 KM) SOUTHEAST OF
 DP1792'BOULDER JUNCTION, 9.4 MI (15.1 KM) SOUTHWEST OF PRESQUE ISLE AND 1.5
 DP1792'MI (2.4 KM) NORTH-NORTHEAST OF MANITOWISH WATERS.
 DP1792'
 DP1792'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF COUNTY HIGHWAY K
 DP1792'WITH COUNTY HIGHWAY WEST, LOCATED APPROXIMATELY 1.6 MI (2.6 KM) NORTH
 DP1792'OF THE VILLAGE OF MANITOWISH WATERS.
 DP1792'
 DP1792'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP1792'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1792'DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3 M
 DP1792'(1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 29 M (95.1
 DP1792'FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY K, 18.9 M (62.0 FT) EAST
 DP1792'OF THE CENTERLINE OF COUNTY HIGHWAY WEST, 3.7 M (12.1 FT) SOUTHWEST OF
 DP1792'A SIGN WITH MULTIPLE RESORT NAMES AND LOCATED IN THE CENTER OF A
 DP1792'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1792'
 DP1792'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1792'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES SOUTH AND EAST EXTENDING TO
 DP1792'30 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE WEST EXTENDING TO
 DP1792'20 DEGREES ABOVE THE HORIZON.
 DP1792
 DP1792                          STATION RECOVERY (2018)
 DP1792
 DP1792'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2018 (ARJ)
 DP1792'THE WHITE WITNESS POSTS HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1794 ***********************************************************************
 DP1794  DESIGNATION -  8U06
 DP1794  PID         -  DP1794
 DP1794  STATE/COUNTY-  WI/VILAS
 DP1794  COUNTRY     -  US
 DP1794  USGS QUAD   -  WINCHESTER (2018)
 DP1794
 DP1794                         *CURRENT SURVEY CONTROL
 DP1794  ______________________________________________________________________
 DP1794* NAD 83(1986) POSITION- 46 11 29.4    (N) 089 53 14.0    (W)   HD_HELD2
 DP1794* NAVD 88 ORTHO HEIGHT -   505.149 (meters)     1657.31  (feet) ADJUSTED
 DP1794  ______________________________________________________________________
 DP1794  GEOID HEIGHT    -        -30.783 (meters)                     GEOID18
 DP1794  DYNAMIC HEIGHT  -        505.146 (meters)     1657.30  (feet) COMP
 DP1794  MODELED GRAVITY -    980,592.9   (mgal)                       NAVD 88
 DP1794
 DP1794  VERT ORDER      -  SECOND    CLASS I
 DP1794
 DP1794.The horizontal coordinates were established by autonomous hand held GPS
 DP1794.observations and have an estimated accuracy of +/- 10 meters.
 DP1794
 DP1794.The orthometric height was determined by differential leveling and
 DP1794.adjusted by the NATIONAL GEODETIC SURVEY
 DP1794.in February 2017.
 DP1794
 DP1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1794.GEOID18 height accuracy estimate available here.
 DP1794
 DP1794.Click photographs - Photos may exist for this station.
 DP1794
 DP1794.The dynamic height is computed by dividing the NAVD 88
 DP1794.geopotential number by the normal gravity value computed on the
 DP1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1794.degrees latitude (g = 980.6199 gals.).
 DP1794
 DP1794.The modeled gravity was interpolated from observed gravity values.
 DP1794
 DP1794;                    North         East    Units  Estimated Accuracy
 DP1794;SPC WI N     -   113,911.      608,705.      MT  (+/- 10 meters HH2 GPS)
 DP1794
 DP1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7721219377(NAD 83)
 DP1794
 DP1794                          SUPERSEDED SURVEY CONTROL
 DP1794
 DP1794  NAVD 88 (03/19/14)  505.178  (m)         1657.40   (f) SUPERSEDED  2 1
 DP1794
 DP1794.Superseded values are not recommended for survey control.
 DP1794
 DP1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1794.See file dsdata.pdf to determine how the superseded data were derived.
 DP1794
 DP1794_MARKER: DD = SURVEY DISK
 DP1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1794_STAMPING: 8U06 2012
 DP1794_MARK LOGO: WIDT
 DP1794_PROJECTION: FLUSH
 DP1794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1794+STABILITY: SURFACE MOTION
 DP1794
 DP1794  HISTORY     - Date     Condition        Report By
 DP1794  HISTORY     - 2012     MONUMENTED       WIDT
 DP1794  HISTORY     - 20130821 GOOD             WIDT
 DP1794
 DP1794                          STATION DESCRIPTION
 DP1794
 DP1794'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1794'THE STATION IS LOCATED APPROXIMATELY 8.6 MI (13.8 KM) EAST-NORTHEAST
 DP1794'OF MERCER, 8.5 MI (13.7 KM) SOUTHWEST OF PRESQUE ISLE AND 3.9 MI (6.3
 DP1794'KM) NORTH OF MANITOWISH WATERS.
 DP1794'
 DP1794'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DP1794'HIGHWAY WEST, LOCATED APPROXIMATELY 3.5 MI (5.6 KM) NORTH OF THE
 DP1794'VILLAGE OF MANITOWISH WATERS, GO NORTH ON COUNTY HIGHWAY WEST FOR 0.3
 DP1794'MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DP1794'
 DP1794'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1794'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1794'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, APPROXIMATELY 0.6 M
 DP1794'(2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 360 M
 DP1794'(1181.1 FT) SOUTH OF KEPPLER ROAD WEST, 9.4 M (30.8 FT) EAST OF THE
 DP1794'CENTERLINE OF COUNTY HIGHWAY WEST AND LOCATED IN THE CENTER OF A
 DP1794'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1794'
 DP1794'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1794'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE EAST AND A
 DP1794'TREE LINE TO THE WEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1853 ***********************************************************************
 DP1853  DESIGNATION -  8U07
 DP1853  PID         -  DP1853
 DP1853  STATE/COUNTY-  WI/VILAS
 DP1853  COUNTRY     -  US
 DP1853  USGS QUAD   -  WINCHESTER (2018)
 DP1853
 DP1853                         *CURRENT SURVEY CONTROL
 DP1853  ______________________________________________________________________
 DP1853* NAD 83(1986) POSITION- 46 12 44.0    (N) 089 53 14.1    (W)   HD_HELD2
 DP1853* NAVD 88 ORTHO HEIGHT -   504.961 (meters)     1656.69  (feet) ADJUSTED
 DP1853  ______________________________________________________________________
 DP1853  GEOID HEIGHT    -        -30.794 (meters)                     GEOID18
 DP1853  DYNAMIC HEIGHT  -        504.958 (meters)     1656.68  (feet) COMP
 DP1853  MODELED GRAVITY -    980,593.2   (mgal)                       NAVD 88
 DP1853
 DP1853  VERT ORDER      -  SECOND    CLASS I
 DP1853
 DP1853.The horizontal coordinates were established by autonomous hand held GPS
 DP1853.observations and have an estimated accuracy of +/- 10 meters.
 DP1853
 DP1853.The orthometric height was determined by differential leveling and
 DP1853.adjusted by the NATIONAL GEODETIC SURVEY
 DP1853.in February 2017.
 DP1853
 DP1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1853.GEOID18 height accuracy estimate available here.
 DP1853
 DP1853.Click photographs - Photos may exist for this station.
 DP1853
 DP1853.The dynamic height is computed by dividing the NAVD 88
 DP1853.geopotential number by the normal gravity value computed on the
 DP1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1853.degrees latitude (g = 980.6199 gals.).
 DP1853
 DP1853.The modeled gravity was interpolated from observed gravity values.
 DP1853
 DP1853;                    North         East    Units  Estimated Accuracy
 DP1853;SPC WI N     -   116,214.      608,700.      MT  (+/- 10 meters HH2 GPS)
 DP1853
 DP1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7729321679(NAD 83)
 DP1853
 DP1853                          SUPERSEDED SURVEY CONTROL
 DP1853
 DP1853  NAVD 88 (03/19/14)  504.991  (m)         1656.79   (f) SUPERSEDED  2 1
 DP1853
 DP1853.Superseded values are not recommended for survey control.
 DP1853
 DP1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1853.See file dsdata.pdf to determine how the superseded data were derived.
 DP1853
 DP1853_MARKER: DD = SURVEY DISK
 DP1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1853_STAMPING: 8U07 2012
 DP1853_MARK LOGO: WIDT
 DP1853_PROJECTION: FLUSH
 DP1853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1853+STABILITY: SURFACE MOTION
 DP1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1853+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DP1853
 DP1853  HISTORY     - Date     Condition        Report By
 DP1853  HISTORY     - 2012     MONUMENTED       WIDT
 DP1853  HISTORY     - 20130821 GOOD             WIDT
 DP1853
 DP1853                          STATION DESCRIPTION
 DP1853
 DP1853'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1853'THE STATION IS LOCATED APPROXIMATELY 20.1 MI (32.3 KM) SOUTH-SOUTHEAST
 DP1853'OF BESSEMER, 7.9 MI (12.7 KM) WEST-SOUTHWEST OF PRESQUE ISLE AND 5.3
 DP1853'MI (8.5 KM) NORTH OF MANITOWISH WATERS.
 DP1853'
 DP1853'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY WEST WITH
 DP1853'COUNTY HIGHWAY O, LOCATED APPROXIMATELY 7.2 MI (11.6 KM)
 DP1853'WEST-SOUTHWEST OF PRESQUE ISLE, GO SOUTHWEST THEN SOUTH ON COUNTY
 DP1853'HIGHWAY WEST FOR 1.55 MI (2.5 KM) TO WINCHESTER TOWN HALL ON THE LEFT
 DP1853'AND THE STATION ON THE LEFT.
 DP1853'
 DP1853'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1853'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1853'INCH) DIAMETER CONCRETE POST, 2.1 M (6.9 FT) DEEP AND APPROXIMATELY
 DP1853'0.6 M (2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M
 DP1853'(34.1 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY WEST, 22.9 M (75.1
 DP1853'FT) NORTH OF THE CENTERLINE OF THE SOUTH DRIVEWAY TO WINCHESTER TOWN
 DP1853'HALL, 13.4 M (44.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A STONE
 DP1853'SIGN BASE AND 0.3 M (1.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DP1853'
 DP1853'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1853'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1796 ***********************************************************************
 DP1796  DESIGNATION -  8U08
 DP1796  PID         -  DP1796
 DP1796  STATE/COUNTY-  WI/VILAS
 DP1796  COUNTRY     -  US
 DP1796  USGS QUAD   -  CHANEY LAKE (2017)
 DP1796
 DP1796                         *CURRENT SURVEY CONTROL
 DP1796  ______________________________________________________________________
 DP1796* NAD 83(1986) POSITION- 46 17 11.8    (N) 089 52 30.8    (W)   HD_HELD2
 DP1796* NAVD 88 ORTHO HEIGHT -   508.175 (meters)     1667.24  (feet) ADJUSTED
 DP1796  ______________________________________________________________________
 DP1796  GEOID HEIGHT    -        -30.877 (meters)                     GEOID18
 DP1796  DYNAMIC HEIGHT  -        508.172 (meters)     1667.23  (feet) COMP
 DP1796  MODELED GRAVITY -    980,593.3   (mgal)                       NAVD 88
 DP1796
 DP1796  VERT ORDER      -  SECOND    CLASS I
 DP1796
 DP1796.The horizontal coordinates were established by autonomous hand held GPS
 DP1796.observations and have an estimated accuracy of +/- 10 meters.
 DP1796
 DP1796.The orthometric height was determined by differential leveling and
 DP1796.adjusted by the NATIONAL GEODETIC SURVEY
 DP1796.in February 2017.
 DP1796
 DP1796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1796.GEOID18 height accuracy estimate available here.
 DP1796
 DP1796.Click photographs - Photos may exist for this station.
 DP1796
 DP1796.The dynamic height is computed by dividing the NAVD 88
 DP1796.geopotential number by the normal gravity value computed on the
 DP1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1796.degrees latitude (g = 980.6199 gals.).
 DP1796
 DP1796.The modeled gravity was interpolated from observed gravity values.
 DP1796
 DP1796;                    North         East    Units  Estimated Accuracy
 DP1796;SPC WI N     -   124,484.      609,615.      MT  (+/- 10 meters HH2 GPS)
 DP1796
 DP1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7852129911(NAD 83)
 DP1796
 DP1796                          SUPERSEDED SURVEY CONTROL
 DP1796
 DP1796  NAVD 88 (03/19/14)  508.208  (m)         1667.35   (f) SUPERSEDED  2 1
 DP1796
 DP1796.Superseded values are not recommended for survey control.
 DP1796
 DP1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1796.See file dsdata.pdf to determine how the superseded data were derived.
 DP1796
 DP1796_MARKER: DD = SURVEY DISK
 DP1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1796_STAMPING: 8U08 2012
 DP1796_MARK LOGO: WIDT
 DP1796_PROJECTION: FLUSH
 DP1796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1796+STABILITY: SURFACE MOTION
 DP1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1796+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 DP1796
 DP1796  HISTORY     - Date     Condition        Report By
 DP1796  HISTORY     - 2012     MONUMENTED       WIDT
 DP1796  HISTORY     - 20130822 GOOD             WIDT
 DP1796  HISTORY     - 20180815 GOOD             WIDT
 DP1796
 DP1796                          STATION DESCRIPTION
 DP1796
 DP1796'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1796'THE STATION IS LOCATED APPROXIMATELY 13.4 MI (21.6 KM) SOUTH-SOUTHEAST
 DP1796'OF WAKEFIELD MICHIGAN, 7.5 MI (12.1 KM) NORTHWEST OF PRESQUE ISLE AND
 DP1796'4.5 MI (7.2 KM) NORTH-NORTHEAST OF WINCHESTER.
 DP1796'
 DP1796'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DP1796'HIGHWAY WEST, LOCATED APPROXIMATELY 1.2 MI (1.9 KM) NORTHEAST OF THE
 DP1796'VILLAGE OF WINCHESTER, GO NORTH FOR 4.15 MI (6.7 KM) TO LOGGING ROAD
 DP1796'ON THE RIGHT AND LEFT AND THE STATION ON THE LEFT.
 DP1796'
 DP1796'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1796'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1796'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1796'M (2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 8.5 M
 DP1796'(27.9 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY O, 30.8 M (101.0
 DP1796'FT) SOUTH OF THE CENTERLINE OF LOGGING ROAD, 24.7 M (81.0 FT) SOUTH OF
 DP1796'THE EXTENDED CENTERLINE OF LOGGING ROAD EAST AND LOCATED IN THE CENTER
 DP1796'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1796'
 DP1796'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTHWEST, WEST,
 DP1796'SOUTHWEST AND EAST OF THE STATION EXTENDING TO 25 DEGREES ABOVE THE
 DP1796'HORIZON.
 DP1796
 DP1796                          STATION RECOVERY (2018)
 DP1796
 DP1796'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DP1796'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1797 ***********************************************************************
 DP1797  DESIGNATION -  8U09
 DP1797  PID         -  DP1797
 DP1797  STATE/COUNTY-  WI/VILAS
 DP1797  COUNTRY     -  US
 DP1797  USGS QUAD   -  CHANEY LAKE (2017)
 DP1797
 DP1797                         *CURRENT SURVEY CONTROL
 DP1797  ______________________________________________________________________
 DP1797* NAD 83(1986) POSITION- 46 17 46.1    (N) 089 54 36.9    (W)   HD_HELD2
 DP1797* NAVD 88 ORTHO HEIGHT -   512.036 (meters)     1679.90  (feet) ADJUSTED
 DP1797  ______________________________________________________________________
 DP1797  GEOID HEIGHT    -        -30.876 (meters)                     GEOID18
 DP1797  DYNAMIC HEIGHT  -        512.031 (meters)     1679.89  (feet) COMP
 DP1797  MODELED GRAVITY -    980,589.4   (mgal)                       NAVD 88
 DP1797
 DP1797  VERT ORDER      -  SECOND    CLASS I
 DP1797
 DP1797.The horizontal coordinates were established by autonomous hand held GPS
 DP1797.observations and have an estimated accuracy of +/- 10 meters.
 DP1797
 DP1797.The orthometric height was determined by differential leveling and
 DP1797.adjusted by the NATIONAL GEODETIC SURVEY
 DP1797.in February 2017.
 DP1797
 DP1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1797.GEOID18 height accuracy estimate available here.
 DP1797
 DP1797.Click photographs - Photos may exist for this station.
 DP1797
 DP1797.The dynamic height is computed by dividing the NAVD 88
 DP1797.geopotential number by the normal gravity value computed on the
 DP1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1797.degrees latitude (g = 980.6199 gals.).
 DP1797
 DP1797.The modeled gravity was interpolated from observed gravity values.
 DP1797
 DP1797;                    North         East    Units  Estimated Accuracy
 DP1797;SPC WI N     -   125,539.      606,915.      MT  (+/- 10 meters HH2 GPS)
 DP1797
 DP1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7586231068(NAD 83)
 DP1797
 DP1797                          SUPERSEDED SURVEY CONTROL
 DP1797
 DP1797  NAVD 88 (03/19/14)  512.069  (m)         1680.01   (f) SUPERSEDED  2 1
 DP1797
 DP1797.Superseded values are not recommended for survey control.
 DP1797
 DP1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1797.See file dsdata.pdf to determine how the superseded data were derived.
 DP1797
 DP1797_MARKER: DD = SURVEY DISK
 DP1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1797_STAMPING: 8U09 2012
 DP1797_MARK LOGO: WIDT
 DP1797_PROJECTION: FLUSH
 DP1797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1797+STABILITY: SURFACE MOTION
 DP1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1797+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 DP1797
 DP1797  HISTORY     - Date     Condition        Report By
 DP1797  HISTORY     - 2012     MONUMENTED       WIDT
 DP1797  HISTORY     - 20130822 GOOD             WIDT
 DP1797  HISTORY     - 20180815 GOOD             WIDT
 DP1797
 DP1797                          STATION DESCRIPTION
 DP1797
 DP1797'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1797'THE STATION IS LOCATED APPROXIMATELY 12.4 MI (20.0 KM) NORTH-NORTHEAST
 DP1797'OF MANITOWISH, 11.6 MI (18.7 KM) SOUTHWEST OF MARENISCO MICHIGAN AND
 DP1797'9.3 MI (15.0 KM) NORTHWEST OF PRESQUE ISLE.
 DP1797'
 DP1797'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O AND COUNTY
 DP1797'ROAD 519 WITH COUNTY HIGHWAY G, LOCATED APPROXIMATELY 10.2 MI (16.4
 DP1797'KM) NORTHWEST OF PRESQUE ISLE, GO EAST ON 0.95 MI (1.5 KM) TO GRETCHEN
 DP1797'LAKE ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP1797'
 DP1797'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1797'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1797'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1797'M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 7.0 M
 DP1797'(23.0 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY O, 11.9 M (39.0
 DP1797'FT) WEST OF THE CENTERLINE OF GRETCHEN LAKE ROAD AND LOCATED IN THE
 DP1797'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1797'
 DP1797'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1797'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH
 DP1797'EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
 DP1797
 DP1797                          STATION RECOVERY (2018)
 DP1797
 DP1797'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DP1797'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1820 ***********************************************************************
 DP1820  DESIGNATION -  8U61
 DP1820  PID         -  DP1820
 DP1820  STATE/COUNTY-  WI/VILAS
 DP1820  COUNTRY     -  US
 DP1820  USGS QUAD   -  BOULDER JUNCTION (2018)
 DP1820
 DP1820                         *CURRENT SURVEY CONTROL
 DP1820  ______________________________________________________________________
 DP1820* NAD 83(1986) POSITION- 46 01 17.2    (N) 089 39 05.9    (W)   HD_HELD2
 DP1820* NAVD 88 ORTHO HEIGHT -   508.253 (meters)     1667.49  (feet) ADJUSTED
 DP1820  ______________________________________________________________________
 DP1820  GEOID HEIGHT    -        -31.186 (meters)                     GEOID18
 DP1820  DYNAMIC HEIGHT  -        508.237 (meters)     1667.44  (feet) COMP
 DP1820  MODELED GRAVITY -    980,568.0   (mgal)                       NAVD 88
 DP1820
 DP1820  VERT ORDER      -  SECOND    CLASS I
 DP1820
 DP1820.The horizontal coordinates were established by autonomous hand held GPS
 DP1820.observations and have an estimated accuracy of +/- 10 meters.
 DP1820
 DP1820.The orthometric height was determined by differential leveling and
 DP1820.adjusted by the NATIONAL GEODETIC SURVEY
 DP1820.in February 2017.
 DP1820
 DP1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1820.GEOID18 height accuracy estimate available here.
 DP1820
 DP1820.Click photographs - Photos may exist for this station.
 DP1820
 DP1820.The dynamic height is computed by dividing the NAVD 88
 DP1820.geopotential number by the normal gravity value computed on the
 DP1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1820.degrees latitude (g = 980.6199 gals.).
 DP1820
 DP1820.The modeled gravity was interpolated from observed gravity values.
 DP1820
 DP1820;                    North         East    Units  Estimated Accuracy
 DP1820;SPC WI N     -    95,062.      626,973.      MT  (+/- 10 meters HH2 GPS)
 DP1820
 DP1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9475999848(NAD 83)
 DP1820
 DP1820                          SUPERSEDED SURVEY CONTROL
 DP1820
 DP1820  NAVD 88 (03/19/14)  508.285  (m)         1667.60   (f) SUPERSEDED  2 1
 DP1820
 DP1820.Superseded values are not recommended for survey control.
 DP1820
 DP1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1820.See file dsdata.pdf to determine how the superseded data were derived.
 DP1820
 DP1820_MARKER: DD = SURVEY DISK
 DP1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1820_STAMPING: 8U61 2012
 DP1820_MARK LOGO: WIDT
 DP1820_PROJECTION: FLUSH
 DP1820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1820+STABILITY: SURFACE MOTION
 DP1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1820+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2013
 DP1820
 DP1820  HISTORY     - Date     Condition        Report By
 DP1820  HISTORY     - 2012     MONUMENTED       WIDT
 DP1820  HISTORY     - 20130815 GOOD             WIDT
 DP1820
 DP1820                          STATION DESCRIPTION
 DP1820
 DP1820'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1820'THE STATION IS LOCATED APPROXIMATELY 13.4 MI (21.6 KM) SOUTHEAST OF
 DP1820'MANITOWISH WATERS, 6.2 MI (10.0 KM) NORTHWEST OF SAYNER AND 6.2 MI
 DP1820'(10.0 KM) SOUTH OF BOULDER JUNCTION.
 DP1820'
 DP1820'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WEST (MAIN
 DP1820'STREET) WITH COUNTY HIGHWAY M SOUTH (PARK STREET) IN THE COMMUNITY OF
 DP1820'BOULDER JUNCTION, GO SOUTH ON COUNTY HIGHWAY M (PARK STREET) FOR 6.5
 DP1820'MI (10.5 KM) TO BIG MUSKELLUNGE LAKE ROAD ON THE LEFT AND THE STATION
 DP1820'ON THE LEFT.
 DP1820'
 DP1820'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1820'GEODETIC SURVEY CONTROL DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1820'DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 2 FT (0.6
 DP1820'M) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.9 M (48.9 FT)
 DP1820'EAST OF THE CENTERLINE COUNTY HIGHWAY M, 105.2 M (345.1 FT) SOUTH OF
 DP1820'THE CENTERLINE OF BIG MUSKELLUNGE LAKE ROAD AND LOCATED IN THE CENTER
 DP1820'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1820'
 DP1820'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1820'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE EAST EXTENDING
 DP1820'TO 25 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE WEST EXTENDING
 DP1820'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1821 ***********************************************************************
 DP1821  DESIGNATION -  8U62
 DP1821  PID         -  DP1821
 DP1821  STATE/COUNTY-  WI/VILAS
 DP1821  COUNTRY     -  US
 DP1821  USGS QUAD   -  BOULDER JUNCTION (2018)
 DP1821
 DP1821                         *CURRENT SURVEY CONTROL
 DP1821  ______________________________________________________________________
 DP1821* NAD 83(1986) POSITION- 46 02 55.9    (N) 089 38 59.3    (W)   HD_HELD2
 DP1821* NAVD 88 ORTHO HEIGHT -   498.416 (meters)     1635.22  (feet) ADJUSTED
 DP1821  ______________________________________________________________________
 DP1821  GEOID HEIGHT    -        -31.140 (meters)                     GEOID18
 DP1821  DYNAMIC HEIGHT  -        498.404 (meters)     1635.18  (feet) COMP
 DP1821  MODELED GRAVITY -    980,575.5   (mgal)                       NAVD 88
 DP1821
 DP1821  VERT ORDER      -  SECOND    CLASS I
 DP1821
 DP1821.The horizontal coordinates were established by autonomous hand held GPS
 DP1821.observations and have an estimated accuracy of +/- 10 meters.
 DP1821
 DP1821.The orthometric height was determined by differential leveling and
 DP1821.adjusted by the NATIONAL GEODETIC SURVEY
 DP1821.in February 2017.
 DP1821
 DP1821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1821.GEOID18 height accuracy estimate available here.
 DP1821
 DP1821.Click photographs - Photos may exist for this station.
 DP1821
 DP1821.The dynamic height is computed by dividing the NAVD 88
 DP1821.geopotential number by the normal gravity value computed on the
 DP1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1821.degrees latitude (g = 980.6199 gals.).
 DP1821
 DP1821.The modeled gravity was interpolated from observed gravity values.
 DP1821
 DP1821;                    North         East    Units  Estimated Accuracy
 DP1821;SPC WI N     -    98,110.      627,102.      MT  (+/- 10 meters HH2 GPS)
 DP1821
 DP1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9500202890(NAD 83)
 DP1821
 DP1821                          SUPERSEDED SURVEY CONTROL
 DP1821
 DP1821  NAVD 88 (03/19/14)  498.450  (m)         1635.33   (f) SUPERSEDED  2 1
 DP1821
 DP1821.Superseded values are not recommended for survey control.
 DP1821
 DP1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1821.See file dsdata.pdf to determine how the superseded data were derived.
 DP1821
 DP1821_MARKER: DD = SURVEY DISK
 DP1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1821_STAMPING: 8U62 2012
 DP1821_MARK LOGO: WIDT
 DP1821_PROJECTION: FLUSH
 DP1821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1821+STABILITY: SURFACE MOTION
 DP1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1821+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2013
 DP1821
 DP1821  HISTORY     - Date     Condition        Report By
 DP1821  HISTORY     - 2012     MONUMENTED       WIDT
 DP1821  HISTORY     - 20130815 GOOD             WIDT
 DP1821
 DP1821                          STATION DESCRIPTION
 DP1821
 DP1821'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1821'THE STATION IS LOCATED APPROXIMATELY 12.8 MI (20.6 KM) SOUTHEAST OF
 DP1821'MANITOWISH WATERS, 7.1 MI (11.4 KM) NORTHWEST OF SAYNER AND 4.6 MI
 DP1821'(7.4 KM) SOUTH OF BOULDER JUNCTION.
 DP1821'
 DP1821'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WEST (MAIN
 DP1821'STREET) WITH COUNTY HIGHWAY M SOUTH (PARK STREET) IN THE COMMUNITY OF
 DP1821'BOULDER JUNCTION, GO SOUTH ON COUNTY HIGHWAY M (PARK STREET) FOR 4.5
 DP1821'MI (7.2 KM) TO NEBISH LAKE ROAD ON THE LEFT.  CONTINUE SOUTH ON COUNTY
 DP1821'HIGHWAY M FOR ABOUT 620 FT (189.0 M) TO THE STATION ON THE LEFT.
 DP1821'
 DP1821'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1821'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1821'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY 1
 DP1821'FT (0.3 M) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.0 M
 DP1821'(45.9 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY M, 55.5 M (182.1
 DP1821'FT) NORTHEAST OF THE EAST POST OF A WOODEN -FIRE DANGER- SIGN AND
 DP1821'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP1821'WITNESS POSTS.
 DP1821'
 DP1821'NOTE-THIS STATION IS OBSTRUCTED BY A PINE TREE LINE TO THE EAST AND A
 DP1821'PINE TREE LINE TO THE WEST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1823 ***********************************************************************
 DP1823  DESIGNATION -  8U63
 DP1823  PID         -  DP1823
 DP1823  STATE/COUNTY-  WI/VILAS
 DP1823  COUNTRY     -  US
 DP1823  USGS QUAD   -  BOULDER JUNCTION (2018)
 DP1823
 DP1823                         *CURRENT SURVEY CONTROL
 DP1823  ______________________________________________________________________
 DP1823* NAD 83(1986) POSITION- 46 06 16.8    (N) 089 38 36.0    (W)   HD_HELD2
 DP1823* NAVD 88 ORTHO HEIGHT -   503.838 (meters)     1653.01  (feet) ADJUSTED
 DP1823  ______________________________________________________________________
 DP1823  GEOID HEIGHT    -        -31.076 (meters)                     GEOID18
 DP1823  DYNAMIC HEIGHT  -        503.829 (meters)     1652.98  (feet) COMP
 DP1823  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DP1823
 DP1823  VERT ORDER      -  SECOND    CLASS I
 DP1823
 DP1823.The horizontal coordinates were established by autonomous hand held GPS
 DP1823.observations and have an estimated accuracy of +/- 10 meters.
 DP1823
 DP1823.The orthometric height was determined by differential leveling and
 DP1823.adjusted by the NATIONAL GEODETIC SURVEY
 DP1823.in February 2017.
 DP1823
 DP1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1823.GEOID18 height accuracy estimate available here.
 DP1823
 DP1823.Click photographs - Photos may exist for this station.
 DP1823
 DP1823.The dynamic height is computed by dividing the NAVD 88
 DP1823.geopotential number by the normal gravity value computed on the
 DP1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1823.degrees latitude (g = 980.6199 gals.).
 DP1823
 DP1823.The modeled gravity was interpolated from observed gravity values.
 DP1823
 DP1823;                    North         East    Units  Estimated Accuracy
 DP1823;SPC WI N     -   104,315.      627,575.      MT  (+/- 10 meters HH2 GPS)
 DP1823
 DP1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9570909073(NAD 83)
 DP1823
 DP1823                          SUPERSEDED SURVEY CONTROL
 DP1823
 DP1823  NAVD 88 (03/19/14)  503.874  (m)         1653.13   (f) SUPERSEDED  2 1
 DP1823
 DP1823.Superseded values are not recommended for survey control.
 DP1823
 DP1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1823.See file dsdata.pdf to determine how the superseded data were derived.
 DP1823
 DP1823_MARKER: DD = SURVEY DISK
 DP1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1823_STAMPING: 8U63 2012
 DP1823_MARK LOGO: WIDT
 DP1823_PROJECTION: FLUSH
 DP1823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1823+STABILITY: SURFACE MOTION
 DP1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1823+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 DP1823
 DP1823  HISTORY     - Date     Condition        Report By
 DP1823  HISTORY     - 2012     MONUMENTED       WIDT
 DP1823  HISTORY     - 20130819 GOOD             WIDT
 DP1823
 DP1823                          STATION DESCRIPTION
 DP1823
 DP1823'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1823'THE STATION IS LOCATED APPROXIMATELY 22.8 MI (36.7 KM) NORTHWEST OF
 DP1823'EAGLE RIVER, 14.6 MI (23.5 KM) NORTH-NORTHEAST OF WOODRUFF AND 0.5 MI
 DP1823'(0.8 KM) SOUTH OF BOULDER JUNCTION.
 DP1823'
 DP1823'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WEST (MAIN
 DP1823'STREET) WITH COUNTY HIGHWAY M SOUTH (PARK STREET) IN THE COMMUNITY OF
 DP1823'BOULDER JUNCTION, GO SOUTH ON COUNTY HIGHWAY M (PARK STREET) FOR 0.6
 DP1823'MI (1.0 KM) TO MARSH ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 DP1823'
 DP1823'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1823'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1823'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1823'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.7 M (44.9 FT) EAST
 DP1823'OF THE CENTERLINE OF COUNTY HIGHWAY M, 35.1 M (115.2 FT) SOUTH OF THE
 DP1823'EXTENDED CENTERLINE OF MARSH ROAD, 33.8 M (110.9 FT) SOUTH OF THE
 DP1823'SOUTHWEST CORNER OF A -BOULDER JUNCTION CHAMBER OF COMMERCE- SIGN WITH
 DP1823'A STONE BASE, 22 M (72.2 FT) SOUTH OF THE CENTER OF A PARK DRIVEWAY,
 DP1823'0.8 M (2.6 FT) WEST OF A SPLIT RAIL FENCE AND LOCATED IN THE CENTER OF
 DP1823'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1823'
 DP1823'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1823'DEGREES ABOVE THE HORIZON EXCEPT FOR A PINE TREE LINE TO THE WEST
 DP1823'EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND A PINE TREE LINE TO THE
 DP1823'SOUTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1824 ***********************************************************************
 DP1824  DESIGNATION -  8U64
 DP1824  PID         -  DP1824
 DP1824  STATE/COUNTY-  WI/VILAS
 DP1824  COUNTRY     -  US
 DP1824  USGS QUAD   -  BOULDER JUNCTION (2018)
 DP1824
 DP1824                         *CURRENT SURVEY CONTROL
 DP1824  ______________________________________________________________________
 DP1824* NAD 83(1986) POSITION- 46 07 15.4    (N) 089 38 23.5    (W)   HD_HELD2
 DP1824* NAVD 88 ORTHO HEIGHT -   500.482 (meters)     1642.00  (feet) ADJUSTED
 DP1824  ______________________________________________________________________
 DP1824  GEOID HEIGHT    -        -31.060 (meters)                     GEOID18
 DP1824  DYNAMIC HEIGHT  -        500.474 (meters)     1641.97  (feet) COMP
 DP1824  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 DP1824
 DP1824  VERT ORDER      -  SECOND    CLASS I
 DP1824
 DP1824.The horizontal coordinates were established by autonomous hand held GPS
 DP1824.observations and have an estimated accuracy of +/- 10 meters.
 DP1824
 DP1824.The orthometric height was determined by differential leveling and
 DP1824.adjusted by the NATIONAL GEODETIC SURVEY
 DP1824.in February 2017.
 DP1824
 DP1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1824.GEOID18 height accuracy estimate available here.
 DP1824
 DP1824.Click photographs - Photos may exist for this station.
 DP1824
 DP1824.The dynamic height is computed by dividing the NAVD 88
 DP1824.geopotential number by the normal gravity value computed on the
 DP1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1824.degrees latitude (g = 980.6199 gals.).
 DP1824
 DP1824.The modeled gravity was interpolated from observed gravity values.
 DP1824
 DP1824;                    North         East    Units  Estimated Accuracy
 DP1824;SPC WI N     -   106,126.      627,835.      MT  (+/- 10 meters HH2 GPS)
 DP1824
 DP1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9603810873(NAD 83)
 DP1824
 DP1824                          SUPERSEDED SURVEY CONTROL
 DP1824
 DP1824  NAVD 88 (03/19/14)  500.519  (m)         1642.12   (f) SUPERSEDED  2 1
 DP1824
 DP1824.Superseded values are not recommended for survey control.
 DP1824
 DP1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1824.See file dsdata.pdf to determine how the superseded data were derived.
 DP1824
 DP1824_MARKER: DD = SURVEY DISK
 DP1824_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1824_SP_SET: ABUTMENT
 DP1824_STAMPING: 8U64 2012
 DP1824_MARK LOGO: WIDT
 DP1824_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1824+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 DP1824
 DP1824  HISTORY     - Date     Condition        Report By
 DP1824  HISTORY     - 2012     MONUMENTED       WIDT
 DP1824  HISTORY     - 20130819 GOOD             WIDT
 DP1824
 DP1824                          STATION DESCRIPTION
 DP1824
 DP1824'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1824'THE STATION IS LOCATED APPROXIMATELY 20.5 MI (33.0 KM) WEST-SOUTHWEST
 DP1824'OF LAND O'LAKES, 9.7 MI (15.6 KM) SOUTHEAST OF PRESQUE ISLE AND 0.3 MI
 DP1824'(0.5 KM) NORTH OF BOULDER JUNCTION.
 DP1824'
 DP1824'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WEST (MAIN
 DP1824'STREET) WITH COUNTY HIGHWAY M NORTH IN THE COMMUNITY OF BOULDER
 DP1824'JUNCTION, GO NORTH ON COUNTY HIGHWAY M FOR 0.6 MI (1.0 KM) TO A BRIDGE
 DP1824'OVER THE MANITOWISH RIVER AND THE STATION ON THE LEFT.
 DP1824'
 DP1824'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1824'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE WEST END OF
 DP1824'THE NORTH ABUTMENT OF BRIDGE NUMBER B-63-20-93, APPROXIMATELY 0.2 M
 DP1824'(0.7 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 35.7 M
 DP1824'(117.1 FT) SOUTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY -5675-, 29.0
 DP1824'M (95.1 FT) SOUTH OF THE NORTH END OF THE WEST GUARDRAIL, 0.5 M (1.6
 DP1824'FT) NORTHWEST OF A STREET LIGHT POST AND 0.4 M (1.3 FT) SOUTH OF A
 DP1824'WHITE PLASTIC WITNESS POST.
 DP1824'
 DP1824'NOTE-THIS STATION IS OBSTRUCTED BY PINE TREES EXTENDING TO 30 DEGREES
 DP1824'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1826 ***********************************************************************
 DP1826  DESIGNATION -  8U65
 DP1826  PID         -  DP1826
 DP1826  STATE/COUNTY-  WI/VILAS
 DP1826  COUNTRY     -  US
 DP1826  USGS QUAD   -  PRESQUE ISLE (2018)
 DP1826
 DP1826                         *CURRENT SURVEY CONTROL
 DP1826  ______________________________________________________________________
 DP1826* NAD 83(1986) POSITION- 46 09 05.5    (N) 089 37 30.8    (W)   HD_HELD2
 DP1826* NAVD 88 ORTHO HEIGHT -   510.459 (meters)     1674.73  (feet) ADJUSTED
 DP1826  ______________________________________________________________________
 DP1826  GEOID HEIGHT    -        -31.027 (meters)                     GEOID18
 DP1826  DYNAMIC HEIGHT  -        510.455 (meters)     1674.72  (feet) COMP
 DP1826  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 DP1826
 DP1826  VERT ORDER      -  SECOND    CLASS I
 DP1826
 DP1826.The horizontal coordinates were established by autonomous hand held GPS
 DP1826.observations and have an estimated accuracy of +/- 10 meters.
 DP1826
 DP1826.The orthometric height was determined by differential leveling and
 DP1826.adjusted by the NATIONAL GEODETIC SURVEY
 DP1826.in February 2017.
 DP1826
 DP1826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1826.GEOID18 height accuracy estimate available here.
 DP1826
 DP1826.Click photographs - Photos may exist for this station.
 DP1826
 DP1826.The dynamic height is computed by dividing the NAVD 88
 DP1826.geopotential number by the normal gravity value computed on the
 DP1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1826.degrees latitude (g = 980.6199 gals.).
 DP1826
 DP1826.The modeled gravity was interpolated from observed gravity values.
 DP1826
 DP1826;                    North         East    Units  Estimated Accuracy
 DP1826;SPC WI N     -   109,530.      628,950.      MT  (+/- 10 meters HH2 GPS)
 DP1826
 DP1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9728114233(NAD 83)
 DP1826
 DP1826                          SUPERSEDED SURVEY CONTROL
 DP1826
 DP1826  NAVD 88 (03/19/14)  510.500  (m)         1674.87   (f) SUPERSEDED  2 1
 DP1826
 DP1826.Superseded values are not recommended for survey control.
 DP1826
 DP1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1826.See file dsdata.pdf to determine how the superseded data were derived.
 DP1826
 DP1826_MARKER: DD = SURVEY DISK
 DP1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1826_STAMPING: 8U65 2012
 DP1826_MARK LOGO: WIDT
 DP1826_PROJECTION: FLUSH
 DP1826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1826+STABILITY: SURFACE MOTION
 DP1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1826+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2013
 DP1826
 DP1826  HISTORY     - Date     Condition        Report By
 DP1826  HISTORY     - 2012     MONUMENTED       WIDT
 DP1826  HISTORY     - 20130816 GOOD             WIDT
 DP1826
 DP1826                          STATION DESCRIPTION
 DP1826
 DP1826'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1826'THE STATION IS LOCATED APPROXIMATELY 20.0 MI (32.2 KM) WEST OF LAND
 DP1826'O'LAKES, 8.0 MI (12.9 KM) SOUTHEAST OF PRESQUE ISLE AND 2.9 MI (4.7
 DP1826'KM) NORTH OF BOULDER JUNCTION.
 DP1826'
 DP1826'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WEST (MAIN
 DP1826'STREET) WITH COUNTY HIGHWAY M NORTH IN THE COMMUNITY OF BOULDER
 DP1826'JUNCTION, GO NORTH ON COUNTY HIGHWAY M FOR 2.55 MI (4.1 KM) TO
 DP1826'DAIRYMEN'S ROAD ON THE LEFT.  CONTINUE NORTH ON COUNTY HIGHWAY M FOR
 DP1826'0.45 MI (0.7 KM) TO THE STATION ON THE LEFT.
 DP1826'
 DP1826'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1826'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1826'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY
 DP1826'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.5 M (27.9 FT) WEST
 DP1826'OF THE CENTERLINE OF COUNTY HIGHWAY M, 56.4 M (185.0 FT) SOUTH OF THE
 DP1826'CENTERLINE OF A PRIVATE DRIVEWAY -6325-, 19.5 M (64.0 FT) SOUTHWEST OF
 DP1826'A POWER POLE -4207 4E10- AND LOCATED IN THE CENTER OF A TRIANGLE
 DP1826'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1826'
 DP1826'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE WEST EXTENDING
 DP1826'TO 60 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE EAST EXTENDING
 DP1826'TO 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1780 ***********************************************************************
 DP1780  DESIGNATION -  8V31
 DP1780  PID         -  DP1780
 DP1780  STATE/COUNTY-  WI/VILAS
 DP1780  COUNTRY     -  US
 DP1780  USGS QUAD   -  STORMY LAKE (2018)
 DP1780
 DP1780                         *CURRENT SURVEY CONTROL
 DP1780  ______________________________________________________________________
 DP1780* NAD 83(1986) POSITION- 46 00 29.53   (N) 089 15 32.23   (W)   HD_HELD1
 DP1780* NAVD 88 ORTHO HEIGHT -   513.794 (meters)     1685.67  (feet) ADJUSTED
 DP1780  ______________________________________________________________________
 DP1780  GEOID HEIGHT    -        -31.547 (meters)                     GEOID18
 DP1780  DYNAMIC HEIGHT  -        513.786 (meters)     1685.65  (feet) COMP
 DP1780  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 DP1780
 DP1780  VERT ORDER      -  SECOND    CLASS I
 DP1780
 DP1780.The horizontal coordinates were determined by differentially corrected
 DP1780.hand held GPS observations or other comparable positioning techniques
 DP1780.and have an estimated accuracy of +/- 3 meters.
 DP1780
 DP1780.The orthometric height was determined by differential leveling and
 DP1780.adjusted by the NATIONAL GEODETIC SURVEY
 DP1780.in February 2017.
 DP1780
 DP1780.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1780.GEOID18 height accuracy estimate available here.
 DP1780
 DP1780.Click photographs - Photos may exist for this station.
 DP1780
 DP1780.The dynamic height is computed by dividing the NAVD 88
 DP1780.geopotential number by the normal gravity value computed on the
 DP1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1780.degrees latitude (g = 980.6199 gals.).
 DP1780
 DP1780.The modeled gravity was interpolated from observed gravity values.
 DP1780
 DP1780;                    North         East    Units  Estimated Accuracy
 DP1780;SPC WI N     -    93,799.3     657,391.7     MT  (+/- 3 meters HH1 GPS) 
 DP1780
 DP1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2511197439(NAD 83)
 DP1780
 DP1780                          SUPERSEDED SURVEY CONTROL
 DP1780
 DP1780  NAVD 88 (03/19/14)  513.830  (m)         1685.79   (f) SUPERSEDED  2 1
 DP1780
 DP1780.Superseded values are not recommended for survey control.
 DP1780
 DP1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1780.See file dsdata.pdf to determine how the superseded data were derived.
 DP1780
 DP1780_MARKER: DD = SURVEY DISK
 DP1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1780_STAMPING: 8V31 2012
 DP1780_MARK LOGO: WIDT
 DP1780_PROJECTION: FLUSH
 DP1780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1780+STABILITY: SURFACE MOTION
 DP1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1780+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2014
 DP1780
 DP1780  HISTORY     - Date     Condition        Report By
 DP1780  HISTORY     - 2012     MONUMENTED       WIDT
 DP1780  HISTORY     - 20130729 GOOD             WIDT
 DP1780  HISTORY     - 20140707 GOOD             WI-125
 DP1780
 DP1780                          STATION DESCRIPTION
 DP1780
 DP1780'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1780'THE STATION IS APPROXIMATELY 10.8 MI (17.4 KM) SOUTH OF LAND O'LAKES,
 DP1780'6.3 MI (10.1 KM) NORTH OF EAGLE RIVER AND 2.70 MI (4.3 KM) SOUTH OF
 DP1780'CONOVER.
 DP1780'
 DP1780'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1780'HIGHWAY 32 WITH COUNTY HIGHWAY K ABOUT 9 MI (14.5 KM) NORTH OF EAGLE
 DP1780'RIVER, GO SOUTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 32 FOR 2.70 MI
 DP1780'(4.3 KM) TO RIVER ROAD ON THE RIGHT, ROSS ROAD ON THE LEFT AND THE
 DP1780'STATION ON THE LEFT.
 DP1780'
 DP1780'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1780'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1780'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP AND APPROXIMATELY 3
 DP1780'FT (0.9 M) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 13.1 M
 DP1780'(43.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY
 DP1780'32, 37.2 M (122.0 FT) NORTH OF THE CENTERLINE OF ROSS ROAD AND LOCATED
 DP1780'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP1780'POSTS.    NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DP1780'HIGHER 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE
 DP1780'WEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DP1780
 DP1780                          STATION RECOVERY (2014)
 DP1780
 DP1780'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2014 (ARJ)
 DP1780'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1781 ***********************************************************************
 DP1781  DESIGNATION -  8V32
 DP1781  PID         -  DP1781
 DP1781  STATE/COUNTY-  WI/VILAS
 DP1781  COUNTRY     -  US
 DP1781  USGS QUAD   -  STORMY LAKE (2018)
 DP1781
 DP1781                         *CURRENT SURVEY CONTROL
 DP1781  ______________________________________________________________________
 DP1781* NAD 83(1986) POSITION- 46 01 35.1    (N) 089 15 33.6    (W)   HD_HELD2
 DP1781* NAVD 88 ORTHO HEIGHT -   518.886 (meters)     1702.38  (feet) ADJUSTED
 DP1781  ______________________________________________________________________
 DP1781  GEOID HEIGHT    -        -31.514 (meters)                     GEOID18
 DP1781  DYNAMIC HEIGHT  -        518.879 (meters)     1702.36  (feet) COMP
 DP1781  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 DP1781
 DP1781  VERT ORDER      -  SECOND    CLASS I
 DP1781
 DP1781.The horizontal coordinates were established by autonomous hand held GPS
 DP1781.observations and have an estimated accuracy of +/- 10 meters.
 DP1781
 DP1781.The orthometric height was determined by differential leveling and
 DP1781.adjusted by the NATIONAL GEODETIC SURVEY
 DP1781.in February 2017.
 DP1781
 DP1781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1781.GEOID18 height accuracy estimate available here.
 DP1781
 DP1781.Click photographs - Photos may exist for this station.
 DP1781
 DP1781.The dynamic height is computed by dividing the NAVD 88
 DP1781.geopotential number by the normal gravity value computed on the
 DP1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1781.degrees latitude (g = 980.6199 gals.).
 DP1781
 DP1781.The modeled gravity was interpolated from observed gravity values.
 DP1781
 DP1781;                    North         East    Units  Estimated Accuracy
 DP1781;SPC WI N     -    95,823.      657,343.      MT  (+/- 10 meters HH2 GPS)
 DP1781
 DP1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2513999464(NAD 83)
 DP1781
 DP1781                          SUPERSEDED SURVEY CONTROL
 DP1781
 DP1781  NAVD 88 (03/19/14)  518.923  (m)         1702.50   (f) SUPERSEDED  2 1
 DP1781
 DP1781.Superseded values are not recommended for survey control.
 DP1781
 DP1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1781.See file dsdata.pdf to determine how the superseded data were derived.
 DP1781
 DP1781_MARKER: DD = SURVEY DISK
 DP1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1781_STAMPING: 8V32 2012
 DP1781_MARK LOGO: WIDT
 DP1781_PROJECTION: FLUSH
 DP1781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1781+STABILITY: SURFACE MOTION
 DP1781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1781+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2013
 DP1781
 DP1781  HISTORY     - Date     Condition        Report By
 DP1781  HISTORY     - 2012     MONUMENTED       WIDT
 DP1781  HISTORY     - 20130726 GOOD             WIDT
 DP1781
 DP1781                          STATION DESCRIPTION
 DP1781
 DP1781'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1781'THE STATION IS LOCATED APPROXIMATELY 10.2 MI (16.4 KM) EAST-SOUTHEAST
 DP1781'OF STAR LAKE, 7.7 MI (12.4 KM) NORTH OF EAGLE RIVER AND 1.9 MI (3.1
 DP1781'KM) SOUTH OF CONOVER.
 DP1781'
 DP1781'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1781'HIGHWAY 32 WITH COUNTY HIGHWAY K ABOUT 9 MI (14.5 KM) NORTH OF EAGLE
 DP1781'RIVER,, GO SOUTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 32 FOR 1.7 MI
 DP1781'(2.7 KM) TO CHURCH ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DP1781'
 DP1781'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1781'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1781'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP AND APPROXIMATELY
 DP1781'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 17.1 M (56.1 FT) WEST
 DP1781'OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY 32, 52.4 M
 DP1781'(171.9 FT) NORTH OF THE EXTENDED CENTERLINE OF CHURCH ROAD, 27.4 M
 DP1781'(89.9 FT) SOUTH OF THE CENTERLINE OF A PAVED DRIVEWAY FOR A CHURCH AND
 DP1781'LOCATED 0.6 M (2.0 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 DP1781'
 DP1781'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1781'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE SOUTHWEST
 DP1781'EXTENDING TO 25 DEGREES ABOVE THE HORIZON AND A STEEL TRANSMISSION
 DP1781'POLE TO THE SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1782 ***********************************************************************
 DP1782  DESIGNATION -  8V33
 DP1782  PID         -  DP1782
 DP1782  STATE/COUNTY-  WI/VILAS
 DP1782  COUNTRY     -  US
 DP1782  USGS QUAD   -  STORMY LAKE (2018)
 DP1782
 DP1782                         *CURRENT SURVEY CONTROL
 DP1782  ______________________________________________________________________
 DP1782* NAD 83(1986) POSITION- 46 03 13.5    (N) 089 15 28.3    (W)   HD_HELD2
 DP1782* NAVD 88 ORTHO HEIGHT -   502.507 (meters)     1648.64  (feet) ADJUSTED
 DP1782  ______________________________________________________________________
 DP1782  GEOID HEIGHT    -        -31.479 (meters)                     GEOID18
 DP1782  DYNAMIC HEIGHT  -        502.500 (meters)     1648.62  (feet) COMP
 DP1782  MODELED GRAVITY -    980,583.8   (mgal)                       NAVD 88
 DP1782
 DP1782  VERT ORDER      -  SECOND    CLASS I
 DP1782
 DP1782.The horizontal coordinates were established by autonomous hand held GPS
 DP1782.observations and have an estimated accuracy of +/- 10 meters.
 DP1782
 DP1782.The orthometric height was determined by differential leveling and
 DP1782.adjusted by the NATIONAL GEODETIC SURVEY
 DP1782.in February 2017.
 DP1782
 DP1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1782.GEOID18 height accuracy estimate available here.
 DP1782
 DP1782.Click photographs - Photos may exist for this station.
 DP1782
 DP1782.The dynamic height is computed by dividing the NAVD 88
 DP1782.geopotential number by the normal gravity value computed on the
 DP1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1782.degrees latitude (g = 980.6199 gals.).
 DP1782
 DP1782.The modeled gravity was interpolated from observed gravity values.
 DP1782
 DP1782;                    North         East    Units  Estimated Accuracy
 DP1782;SPC WI N     -    98,862.      657,429.      MT  (+/- 10 meters HH2 GPS)
 DP1782
 DP1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2533902497(NAD 83)
 DP1782
 DP1782                          SUPERSEDED SURVEY CONTROL
 DP1782
 DP1782  NAVD 88 (03/19/14)  502.545  (m)         1648.77   (f) SUPERSEDED  2 1
 DP1782
 DP1782.Superseded values are not recommended for survey control.
 DP1782
 DP1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1782.See file dsdata.pdf to determine how the superseded data were derived.
 DP1782
 DP1782_MARKER: DD = SURVEY DISK
 DP1782_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP1782_SP_SET: CULVERT HEADWALL
 DP1782_STAMPING: 8V33 2012
 DP1782_MARK LOGO: WIDT
 DP1782_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1782+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2013
 DP1782
 DP1782  HISTORY     - Date     Condition        Report By
 DP1782  HISTORY     - 2012     MONUMENTED       WIDT
 DP1782  HISTORY     - 20130726 GOOD             WIDT
 DP1782
 DP1782                          STATION DESCRIPTION
 DP1782
 DP1782'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1782'THE STATION IS LOCATED APPROXIMATELY 10.3 MI (16.6 KM) EAST-NORTHEAST
 DP1782'OF STAR LAKE, 7.7 MI (12.4 KM) SOUTH OF LAND O'LAKES AND IN THE
 DP1782'COMMUNITY OF CONOVER.
 DP1782'
 DP1782'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1782'HIGHWAY 32 WITH COUNTY HIGHWAY K ABOUT 9 MI (14.5 KM) NORTH OF EAGLE
 DP1782'RIVER, GO NORTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 32 FOR 900 FT
 DP1782'(274.3 M) TO A BOX CULVERT OVER PIONEER CREEK AND THE STATION ON THE
 DP1782'LEFT.
 DP1782'
 DP1782'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1782'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DP1782'OF THE WEST HEADWALL OF THE BOX CULVERT B-63-25, APPROXIMATELY 0.3 M
 DP1782'(1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 11.9 M (39.0
 DP1782'FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY 32,
 DP1782'7.4 M (24.3 FT) SOUTH OF THE NORTH END OF THE WEST HEADWALL AND 0.3 M
 DP1782'(1.0 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DP1782'
 DP1782'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1782'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST AND
 DP1782'NORTHEAST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1783 ***********************************************************************
 DP1783  DESIGNATION -  8V34
 DP1783  PID         -  DP1783
 DP1783  STATE/COUNTY-  WI/VILAS
 DP1783  COUNTRY     -  US
 DP1783  USGS QUAD   -  STORMY LAKE (2018)
 DP1783
 DP1783                         *CURRENT SURVEY CONTROL
 DP1783  ______________________________________________________________________
 DP1783* NAD 83(1986) POSITION- 46 04 26.5    (N) 089 15 06.6    (W)   HD_HELD2
 DP1783* NAVD 88 ORTHO HEIGHT -   512.508 (meters)     1681.45  (feet) ADJUSTED
 DP1783  ______________________________________________________________________
 DP1783  GEOID HEIGHT    -        -31.463 (meters)                     GEOID18
 DP1783  DYNAMIC HEIGHT  -        512.501 (meters)     1681.43  (feet) COMP
 DP1783  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 DP1783
 DP1783  VERT ORDER      -  SECOND    CLASS I
 DP1783
 DP1783.The horizontal coordinates were established by autonomous hand held GPS
 DP1783.observations and have an estimated accuracy of +/- 10 meters.
 DP1783
 DP1783.The orthometric height was determined by differential leveling and
 DP1783.adjusted by the NATIONAL GEODETIC SURVEY
 DP1783.in February 2017.
 DP1783
 DP1783.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1783.GEOID18 height accuracy estimate available here.
 DP1783
 DP1783.Click photographs - Photos may exist for this station.
 DP1783
 DP1783.The dynamic height is computed by dividing the NAVD 88
 DP1783.geopotential number by the normal gravity value computed on the
 DP1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1783.degrees latitude (g = 980.6199 gals.).
 DP1783
 DP1783.The modeled gravity was interpolated from observed gravity values.
 DP1783
 DP1783;                    North         East    Units  Estimated Accuracy
 DP1783;SPC WI N     -   101,120.      657,874.      MT  (+/- 10 meters HH2 GPS)
 DP1783
 DP1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2586904737(NAD 83)
 DP1783
 DP1783                          SUPERSEDED SURVEY CONTROL
 DP1783
 DP1783  NAVD 88 (03/19/14)  512.546  (m)         1681.58   (f) SUPERSEDED  2 1
 DP1783
 DP1783.Superseded values are not recommended for survey control.
 DP1783
 DP1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1783.See file dsdata.pdf to determine how the superseded data were derived.
 DP1783
 DP1783_MARKER: DD = SURVEY DISK
 DP1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1783_STAMPING: 8V34 2012
 DP1783_MARK LOGO: WIDT
 DP1783_PROJECTION: FLUSH
 DP1783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1783+STABILITY: SURFACE MOTION
 DP1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1783+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2013
 DP1783
 DP1783  HISTORY     - Date     Condition        Report By
 DP1783  HISTORY     - 2012     MONUMENTED       WIDT
 DP1783  HISTORY     - 20130726 GOOD             WIDT
 DP1783
 DP1783                          STATION DESCRIPTION
 DP1783
 DP1783'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1783'THE STATION IS LOCATED APPROXIMATELY 8.3 MI (13.4 KM) WEST OF PHELPS,
 DP1783'6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF LAND O'LAKES AND 1.4 MI (2.3 KM)
 DP1783'NORTH OF CONOVER.
 DP1783'
 DP1783'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1783'HIGHWAY 32 WITH COUNTY HIGHWAY K ABOUT 9 MI (14.5 KM) NORTH OF EAGLE
 DP1783'RIVER, GO NORTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 32 FOR 1.15 MI
 DP1783'(1.9 KM) TO OLD 45 ROAD ON THE RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY
 DP1783'45 AND STATE HIGHWAY 32 FOR 0.45 MI (0.7 KM) TO THE STATION ON THE
 DP1783'LEFT.
 DP1783'
 DP1783'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1783'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1783'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY 1.2
 DP1783'M (3.9 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 25.0 M
 DP1783'(82.0 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE HIGHWAY
 DP1783'32, ABOUT 200 M (656.2 FT) SOUTH OF A DIRT ROAD TO THE WEST, 19.2 M
 DP1783'(63.0 FT) NORTH OF THE SOUTHEAST CORNER OF A LARGE BILLBOARD SIGN
 DP1783'SUPPORTED BY THREE WOODEN POSTS AND LOCATED IN THE CENTER OF A
 DP1783'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1783'
 DP1783'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1783'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1784 ***********************************************************************
 DP1784  DESIGNATION -  8V35
 DP1784  PID         -  DP1784
 DP1784  STATE/COUNTY-  WI/VILAS
 DP1784  COUNTRY     -  US
 DP1784  USGS QUAD   -  PIONEER LAKE (2018)
 DP1784
 DP1784                         *CURRENT SURVEY CONTROL
 DP1784  ______________________________________________________________________
 DP1784* NAD 83(1986) POSITION- 46 05 49.5    (N) 089 13 54.9    (W)   HD_HELD2
 DP1784* NAVD 88 ORTHO HEIGHT -   511.953 (meters)     1679.63  (feet) ADJUSTED
 DP1784  ______________________________________________________________________
 DP1784  GEOID HEIGHT    -        -31.452 (meters)                     GEOID18
 DP1784  DYNAMIC HEIGHT  -        511.946 (meters)     1679.61  (feet) COMP
 DP1784  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 DP1784
 DP1784  VERT ORDER      -  SECOND    CLASS I
 DP1784
 DP1784.The horizontal coordinates were established by autonomous hand held GPS
 DP1784.observations and have an estimated accuracy of +/- 10 meters.
 DP1784
 DP1784.The orthometric height was determined by differential leveling and
 DP1784.adjusted by the NATIONAL GEODETIC SURVEY
 DP1784.in February 2017.
 DP1784
 DP1784.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1784.GEOID18 height accuracy estimate available here.
 DP1784
 DP1784.Click photographs - Photos may exist for this station.
 DP1784
 DP1784.The dynamic height is computed by dividing the NAVD 88
 DP1784.geopotential number by the normal gravity value computed on the
 DP1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1784.degrees latitude (g = 980.6199 gals.).
 DP1784
 DP1784.The modeled gravity was interpolated from observed gravity values.
 DP1784
 DP1784;                    North         East    Units  Estimated Accuracy
 DP1784;SPC WI N     -   103,697.      659,390.      MT  (+/- 10 meters HH2 GPS)
 DP1784
 DP1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2748107255(NAD 83)
 DP1784
 DP1784                          SUPERSEDED SURVEY CONTROL
 DP1784
 DP1784  NAVD 88 (03/19/14)  511.992  (m)         1679.76   (f) SUPERSEDED  2 1
 DP1784
 DP1784.Superseded values are not recommended for survey control.
 DP1784
 DP1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1784.See file dsdata.pdf to determine how the superseded data were derived.
 DP1784
 DP1784_MARKER: DD = SURVEY DISK
 DP1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1784_STAMPING: 8V35 2012
 DP1784_MARK LOGO: WIDT
 DP1784_PROJECTION: FLUSH
 DP1784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1784+STABILITY: SURFACE MOTION
 DP1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1784+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2013
 DP1784
 DP1784  HISTORY     - Date     Condition        Report By
 DP1784  HISTORY     - 2012     MONUMENTED       WIDT
 DP1784  HISTORY     - 20130725 GOOD             WIDT
 DP1784
 DP1784                          STATION DESCRIPTION
 DP1784
 DP1784'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1784'THE STATION IS LOCATED APPROXIMATELY 7.5 MI (12.1 KM) NORTHWEST OF
 DP1784'PHELPS, 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF LAND O'LAKES AND 3.2 MI
 DP1784'(5.1 KM) NORTH-NORTHEAST OF CONOVER.
 DP1784'
 DP1784'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1784'HIGHWAY 32 WITH COUNTY HIGHWAY B IN LAND O'LAKES, GO SOUTH ON U.S.
 DP1784'HIGHWAY 45 AND STATE HIGHWAY 32 FOR 2.25 MI (3.6 KM) TO COUNTY HIGHWAY
 DP1784'EAST ON THE LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 45 AND STATE
 DP1784'HIGHWAY 32 FOR 2.4 MI (3.9 KM) TO THE STATION ON THE LEFT.
 DP1784'
 DP1784'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1784'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1784'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1784'M (2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 11.6 M
 DP1784'(38.1 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 45 AND STATE
 DP1784'HIGHWAY 32, 185 M (607.0 FT) NORTHEAST OF A DIRT TRAIL TO THE
 DP1784'SOUTHEAST, 145 M (475.7 FT) SOUTHWEST OF A DIRT DRIVEWAY TO THE
 DP1784'NORTHWEST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP1784'WHITE PLASTIC WITNESS POSTS.
 DP1784'
 DP1784'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1784'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST EXTENDING
 DP1784'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1785 ***********************************************************************
 DP1785  DESIGNATION -  8V36
 DP1785  PID         -  DP1785
 DP1785  STATE/COUNTY-  WI/VILAS
 DP1785  COUNTRY     -  US
 DP1785  USGS QUAD   -  LAND O' LAKES (2018)
 DP1785
 DP1785                         *CURRENT SURVEY CONTROL
 DP1785  ______________________________________________________________________
 DP1785* NAD 83(1986) POSITION- 46 07 30.6    (N) 089 12 25.2    (W)   HD_HELD2
 DP1785* NAVD 88 ORTHO HEIGHT -   513.519 (meters)     1684.77  (feet) ADJUSTED
 DP1785  ______________________________________________________________________
 DP1785  GEOID HEIGHT    -        -31.428 (meters)                     GEOID18
 DP1785  DYNAMIC HEIGHT  -        513.514 (meters)     1684.75  (feet) COMP
 DP1785  MODELED GRAVITY -    980,587.7   (mgal)                       NAVD 88
 DP1785
 DP1785  VERT ORDER      -  SECOND    CLASS I
 DP1785
 DP1785.The horizontal coordinates were established by autonomous hand held GPS
 DP1785.observations and have an estimated accuracy of +/- 10 meters.
 DP1785
 DP1785.The orthometric height was determined by differential leveling and
 DP1785.adjusted by the NATIONAL GEODETIC SURVEY
 DP1785.in February 2017.
 DP1785
 DP1785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1785.GEOID18 height accuracy estimate available here.
 DP1785
 DP1785.Click photographs - Photos may exist for this station.
 DP1785
 DP1785.The dynamic height is computed by dividing the NAVD 88
 DP1785.geopotential number by the normal gravity value computed on the
 DP1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1785.degrees latitude (g = 980.6199 gals.).
 DP1785
 DP1785.The modeled gravity was interpolated from observed gravity values.
 DP1785
 DP1785;                    North         East    Units  Estimated Accuracy
 DP1785;SPC WI N     -   106,838.      661,285.      MT  (+/- 10 meters HH2 GPS)
 DP1785
 DP1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2949410322(NAD 83)
 DP1785
 DP1785                          SUPERSEDED SURVEY CONTROL
 DP1785
 DP1785  NAVD 88 (03/19/14)  513.559  (m)         1684.90   (f) SUPERSEDED  2 1
 DP1785
 DP1785.Superseded values are not recommended for survey control.
 DP1785
 DP1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1785.See file dsdata.pdf to determine how the superseded data were derived.
 DP1785
 DP1785_MARKER: DD = SURVEY DISK
 DP1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1785_STAMPING: 8V36 2012
 DP1785_MARK LOGO: WIDT
 DP1785_PROJECTION: FLUSH
 DP1785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1785+STABILITY: SURFACE MOTION
 DP1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1785+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2013
 DP1785
 DP1785  HISTORY     - Date     Condition        Report By
 DP1785  HISTORY     - 2012     MONUMENTED       WIDT
 DP1785  HISTORY     - 20130724 GOOD             WIDT
 DP1785
 DP1785                          STATION DESCRIPTION
 DP1785
 DP1785'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1785'THE STATION IS LOCATED APPROXIMATELY 7.3 MI (11.7 KM) NORTHWEST OF
 DP1785'PHELPS, 5.4 MI (8.7 KM) NORTH-NORTHEAST OF CONOVER AND 2.3 MI (3.7 KM)
 DP1785'SOUTH OF LAND O'LAKES.
 DP1785'
 DP1785'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1785'HIGHWAY 32 WITH COUNTY HIGHWAY B, LOCATED IN LAND O'LAKES, GO SOUTH ON
 DP1785'U.S. HIGHWAY 45 AND STATE HIGHWAY 32 FOR 2.25 MI (3.6 KM) TO COUNTY
 DP1785'HIGHWAY EAST ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 45 AND STATE
 DP1785'HIGHWAY 32 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DP1785'
 DP1785'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1785'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1785'INCH) DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP AND APPROXIMATELY
 DP1785'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.2 M (33.5 FT) WEST
 DP1785'OF THE CENTERLINE OF U.S. HIGHWAY 45, 210 M (689.0 FT) SOUTH OF COUNTY
 DP1785'HIGHWAY EAST, 20.4 M (66.9 FT) EAST OF THE EAST CORNER OF A WOODEN
 DP1785'SIGN -CUSTOM CABINETS- AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DP1785'BY THREE WHITE PLASTIC WITNESS POSTS.     NOTE-THIS STATION HAS NO
 DP1785'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DP1785'HORIZON EXCEPT FOR A TREE TO THE SOUTHEAST EXTENDING TO 40 DEGREES
 DP1785'ABOVE THE HORIZON AND A TREE TO THE EAST EXTENDING TO 25 DEGREES ABOVE
 DP1785'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8694 ***********************************************************************
 DP8694  DESIGNATION -  8W01
 DP8694  PID         -  DP8694
 DP8694  STATE/COUNTY-  WI/FOREST
 DP8694  COUNTRY     -  US
 DP8694  USGS QUAD   -  ALVIN (2018)
 DP8694
 DP8694                         *CURRENT SURVEY CONTROL
 DP8694  ______________________________________________________________________
 DP8694* NAD 83(1986) POSITION- 45 59 23.29   (N) 088 49 45.49   (W)   HD_HELD1
 DP8694* NAVD 88 ORTHO HEIGHT -   513.674 (meters)     1685.28  (feet) ADJUSTED
 DP8694  ______________________________________________________________________
 DP8694  GEOID HEIGHT    -        -32.057 (meters)                     GEOID18
 DP8694  DYNAMIC HEIGHT  -        513.671 (meters)     1685.27  (feet) COMP
 DP8694  MODELED GRAVITY -    980,592.3   (mgal)                       NAVD 88
 DP8694
 DP8694  VERT ORDER      -  SECOND    CLASS I
 DP8694
 DP8694.The horizontal coordinates were determined by differentially corrected
 DP8694.hand held GPS observations or other comparable positioning techniques
 DP8694.and have an estimated accuracy of +/- 3 meters.
 DP8694
 DP8694.The orthometric height was determined by differential leveling and
 DP8694.adjusted by the NATIONAL GEODETIC SURVEY
 DP8694.in February 2017.
 DP8694
 DP8694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8694.GEOID18 height accuracy estimate available here.
 DP8694
 DP8694.Click photographs - Photos may exist for this station.
 DP8694
 DP8694.The dynamic height is computed by dividing the NAVD 88
 DP8694.geopotential number by the normal gravity value computed on the
 DP8694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8694.degrees latitude (g = 980.6199 gals.).
 DP8694
 DP8694.The modeled gravity was interpolated from observed gravity values.
 DP8694
 DP8694;                    North         East    Units  Estimated Accuracy
 DP8694;SPC WI N     -    92,154.9     690,694.9     MT  (+/- 3 meters HH1 GPS) 
 DP8694
 DP8694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5832794541(NAD 83)
 DP8694
 DP8694                          SUPERSEDED SURVEY CONTROL
 DP8694
 DP8694.No superseded survey control is available for this station.
 DP8694
 DP8694_MARKER: DD = SURVEY DISK
 DP8694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8694_STAMPING: 8W01 2012
 DP8694_MARK LOGO: WIDT
 DP8694_PROJECTION: PROJECTING 2 CENTIMETERS
 DP8694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8694+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2014
 DP8694
 DP8694  HISTORY     - Date     Condition        Report By
 DP8694  HISTORY     - 2012     MONUMENTED       WIDT
 DP8694  HISTORY     - 20140731 GOOD             WIDT
 DP8694
 DP8694                          STATION DESCRIPTION
 DP8694
 DP8694'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8694'THE STATION IS APPROXIMATELY 13.2 MI (21.2 KM) SOUTHEAST OF PHELPS,
 DP8694'11.5 MI (18.5 KM) SOUTHWEST OF EAGLE RIVER AND 0.3 MI (0.5 KM) NORTH
 DP8694'OF ALVIN.
 DP8694'
 DP8694'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8694'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8694'NORTH ON STATE HIGHWAY 55 FOR 1.65 MI (2.7 KM) TO NATIONAL FOREST ROAD
 DP8694'2526 ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8694'
 DP8694'THE STATION IS 8.8 M (28.9 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DP8694'55, 8.1 M (26.6 FT) NORTH OF THE CENTERLINE OF NATIONAL FOREST ROAD
 DP8694'2526, 5.8 M (19.0 FT) NORTHWEST OF A STOP SIGN AND LOCATED IN THE
 DP8694'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8694'
 DP8694'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 40
 DP8694'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8694'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8694'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8694'WITH THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8693 ***********************************************************************
 DP8693  DESIGNATION -  8W02
 DP8693  PID         -  DP8693
 DP8693  STATE/COUNTY-  WI/FOREST
 DP8693  COUNTRY     -  US
 DP8693  USGS QUAD   -  HAGERMAN LAKE (2017)
 DP8693
 DP8693                         *CURRENT SURVEY CONTROL
 DP8693  ______________________________________________________________________
 DP8693* NAD 83(1986) POSITION- 46 00 49.7    (N) 088 49 32.1    (W)   HD_HELD2
 DP8693* NAVD 88 ORTHO HEIGHT -   492.641 (meters)     1616.27  (feet) ADJUSTED
 DP8693  ______________________________________________________________________
 DP8693  GEOID HEIGHT    -        -31.998 (meters)                     GEOID18
 DP8693  DYNAMIC HEIGHT  -        492.639 (meters)     1616.27  (feet) COMP
 DP8693  MODELED GRAVITY -    980,595.2   (mgal)                       NAVD 88
 DP8693
 DP8693  VERT ORDER      -  SECOND    CLASS I
 DP8693
 DP8693.The horizontal coordinates were established by autonomous hand held GPS
 DP8693.observations and have an estimated accuracy of +/- 10 meters.
 DP8693
 DP8693.The orthometric height was determined by differential leveling and
 DP8693.adjusted by the NATIONAL GEODETIC SURVEY
 DP8693.in February 2017.
 DP8693
 DP8693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8693.GEOID18 height accuracy estimate available here.
 DP8693
 DP8693.Click photographs - Photos may exist for this station.
 DP8693
 DP8693.The dynamic height is computed by dividing the NAVD 88
 DP8693.geopotential number by the normal gravity value computed on the
 DP8693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8693.degrees latitude (g = 980.6199 gals.).
 DP8693
 DP8693.The modeled gravity was interpolated from observed gravity values.
 DP8693
 DP8693;                    North         East    Units  Estimated Accuracy
 DP8693;SPC WI N     -    94,827.      690,944.      MT  (+/- 10 meters HH2 GPS)
 DP8693
 DP8693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5867697201(NAD 83)
 DP8693
 DP8693                          SUPERSEDED SURVEY CONTROL
 DP8693
 DP8693.No superseded survey control is available for this station.
 DP8693
 DP8693_MARKER: DD = SURVEY DISK
 DP8693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8693_STAMPING: 8W02 2012
 DP8693_MARK LOGO: WIDT
 DP8693_PROJECTION: FLUSH
 DP8693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8693+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2014
 DP8693
 DP8693  HISTORY     - Date     Condition        Report By
 DP8693  HISTORY     - 2012     MONUMENTED       WIDT
 DP8693  HISTORY     - 20140731 GOOD             WIDT
 DP8693
 DP8693                          STATION DESCRIPTION
 DP8693
 DP8693'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8693'THE STATION IS APPROXIMATELY 12.6 MI (20.3 KM) EAST-SOUTHEAST OF
 DP8693'PHELPS, 1.9 MI (3.1 KM) NORTH OF ALVIN AND 0.6 MI (1.0 KM) SOUTHWEST
 DP8693'OF NELMA.
 DP8693'
 DP8693'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH COUNTY
 DP8693'HIGHWAY A IN THE COMMUNITY OF NELMA, GO SOUTHWEST ON STATE HIGHWAY 55
 DP8693'FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT.
 DP8693'
 DP8693'THE STATION IS 10.1 M (33.1 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DP8693'HIGHWAY 55, 4.6 M (15.1 FT) SOUTHWEST OF THE CENTERLINE OF A DIRT
 DP8693'TRAIL, 68.9 M (226.0 FT) EAST OF A POWER POLE -06 09396- AND LOCATED
 DP8693'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP8693'POSTS.
 DP8693'
 DP8693'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 35
 DP8693'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8693'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8693'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8693'0.3 M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8691 ***********************************************************************
 DP8691  DESIGNATION -  8W03
 DP8691  PID         -  DP8691
 DP8691  STATE/COUNTY-  WI/FOREST
 DP8691  COUNTRY     -  US
 DP8691  USGS QUAD   -  SMOKY LAKE (2017)
 DP8691
 DP8691                         *CURRENT SURVEY CONTROL
 DP8691  ______________________________________________________________________
 DP8691* NAD 83(1986) POSITION- 46 01 32.5    (N) 088 55 12.2    (W)   HD_HELD2
 DP8691* NAVD 88 ORTHO HEIGHT -   503.661 (meters)     1652.43  (feet) ADJUSTED
 DP8691  ______________________________________________________________________
 DP8691  GEOID HEIGHT    -        -31.834 (meters)                     GEOID18
 DP8691  DYNAMIC HEIGHT  -        503.657 (meters)     1652.41  (feet) COMP
 DP8691  MODELED GRAVITY -    980,591.1   (mgal)                       NAVD 88
 DP8691
 DP8691  VERT ORDER      -  SECOND    CLASS I
 DP8691
 DP8691.The horizontal coordinates were established by autonomous hand held GPS
 DP8691.observations and have an estimated accuracy of +/- 10 meters.
 DP8691
 DP8691.The orthometric height was determined by differential leveling and
 DP8691.adjusted by the NATIONAL GEODETIC SURVEY
 DP8691.in February 2017.
 DP8691
 DP8691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8691.GEOID18 height accuracy estimate available here.
 DP8691
 DP8691.Click photographs - Photos may exist for this station.
 DP8691
 DP8691.The dynamic height is computed by dividing the NAVD 88
 DP8691.geopotential number by the normal gravity value computed on the
 DP8691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8691.degrees latitude (g = 980.6199 gals.).
 DP8691
 DP8691.The modeled gravity was interpolated from observed gravity values.
 DP8691
 DP8691;                    North         East    Units  Estimated Accuracy
 DP8691;SPC WI N     -    96,044.      683,610.      MT  (+/- 10 meters HH2 GPS)
 DP8691
 DP8691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5139598694(NAD 83)
 DP8691
 DP8691                          SUPERSEDED SURVEY CONTROL
 DP8691
 DP8691.No superseded survey control is available for this station.
 DP8691
 DP8691_MARKER: DD = SURVEY DISK
 DP8691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8691_STAMPING: 8W03 2012
 DP8691_MARK LOGO: WIDT
 DP8691_PROJECTION: FLUSH
 DP8691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8691+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2014
 DP8691
 DP8691  HISTORY     - Date     Condition        Report By
 DP8691  HISTORY     - 2012     MONUMENTED       WIDT
 DP8691  HISTORY     - 20140808 GOOD             WIDT
 DP8691
 DP8691                          STATION DESCRIPTION
 DP8691
 DP8691'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8691'THE STATION IS APPROXIMATELY 22.5 MI (36.2 KM) NORTH OF HILES, 8.3 MI
 DP8691'(13.4 KM) SOUTHEAST OF PHELPS AND 5.0 MI (8.0 KM) WEST OF NELMA.
 DP8691'
 DP8691'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP8691'HIGHWAY A ABOUT 1.3 MI (2.1 KM) EAST OF THE COMMUNITY OF PHELPS, GO
 DP8691'SOUTH THEN EAST ON COUNTY HIGHWAY A FOR 9.0 MI (14.5 KM) TO FOREST
 DP8691'ROAD 2547 ON THE RIGHT.  CONTINUE EAST ON COUNTY HIGHWAY A FOR 0.3 MI
 DP8691'(0.5 KM) TO THE STATION ON THE LEFT.
 DP8691'
 DP8691'THE STATION IS 10.0 M (32.8 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8691'HIGHWAY A, 74.0 M (242.8 FT) EAST-SOUTHEAST OF A STEEL POWER
 DP8691'DISTRIBUTION POLE, 50.2 M (164.7 FT) WEST-NORTHWEST OF A -RIGHT CURVE-
 DP8691'SIGN AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP8691'PLASTIC WITNESS POSTS.
 DP8691'
 DP8691'NOTE-THE STATION IS OBSTRUCTED BY TREES TO THE NORTH AND TREES TO THE
 DP8691'SOUTH EXTENDING TO 40 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8691'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8691'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8691'POST, APPROXIMATELY 0.6 M (2.0 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8690 ***********************************************************************
 DP8690  DESIGNATION -  8W04
 DP8690  PID         -  DP8690
 DP8690  STATE/COUNTY-  WI/VILAS
 DP8690  COUNTRY     -  US
 DP8690  USGS QUAD   -  SMOKY LAKE (2017)
 DP8690
 DP8690                         *CURRENT SURVEY CONTROL
 DP8690  ______________________________________________________________________
 DP8690* NAD 83(1986) POSITION- 46 02 27.6    (N) 088 56 49.1    (W)   HD_HELD2
 DP8690* NAVD 88 ORTHO HEIGHT -   512.454 (meters)     1681.28  (feet) ADJUSTED
 DP8690  ______________________________________________________________________
 DP8690  GEOID HEIGHT    -        -31.762 (meters)                     GEOID18
 DP8690  DYNAMIC HEIGHT  -        512.453 (meters)     1681.27  (feet) COMP
 DP8690  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DP8690
 DP8690  VERT ORDER      -  SECOND    CLASS I
 DP8690
 DP8690.The horizontal coordinates were established by autonomous hand held GPS
 DP8690.observations and have an estimated accuracy of +/- 10 meters.
 DP8690
 DP8690.The orthometric height was determined by differential leveling and
 DP8690.adjusted by the NATIONAL GEODETIC SURVEY
 DP8690.in February 2017.
 DP8690
 DP8690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8690.GEOID18 height accuracy estimate available here.
 DP8690
 DP8690.Click photographs - Photos may exist for this station.
 DP8690
 DP8690.The dynamic height is computed by dividing the NAVD 88
 DP8690.geopotential number by the normal gravity value computed on the
 DP8690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8690.degrees latitude (g = 980.6199 gals.).
 DP8690
 DP8690.The modeled gravity was interpolated from observed gravity values.
 DP8690
 DP8690;                    North         East    Units  Estimated Accuracy
 DP8690;SPC WI N     -    97,717.      681,504.      MT  (+/- 10 meters HH2 GPS)
 DP8690
 DP8690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4935300445(NAD 83)
 DP8690
 DP8690                          SUPERSEDED SURVEY CONTROL
 DP8690
 DP8690.No superseded survey control is available for this station.
 DP8690
 DP8690_MARKER: DD = SURVEY DISK
 DP8690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8690_STAMPING: 8W04 2012
 DP8690_MARK LOGO: WIDT
 DP8690_PROJECTION: FLUSH
 DP8690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8690+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DP8690
 DP8690  HISTORY     - Date     Condition        Report By
 DP8690  HISTORY     - 2012     MONUMENTED       WIDT
 DP8690  HISTORY     - 20140812 GOOD             WIDT
 DP8690
 DP8690                          STATION DESCRIPTION
 DP8690
 DP8690'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8690'THE STATION IS APPROXIMATELY 6.9 MI (11.1 KM) NORTHWEST OF ALVIN, 6.8
 DP8690'MI (10.9 KM) EAST-SOUTHEAST OF PHELPS AND 6.3 MI (10.1 KM)
 DP8690'WEST-NORTHWEST OF NELMA.
 DP8690'
 DP8690'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP8690'HIGHWAY A ABOUT 1.3 MI (2.1 KM) EAST OF THE COMMUNITY OF PHELPS, GO
 DP8690'SOUTH THEN EAST ON COUNTY HIGHWAY A FOR 6.6 MI (10.6 KM) TO MAIL ROUTE
 DP8690'ROAD ON THE LEFT.  CONTINUE EAST ON COUNTY HIGHWAY A FOR 0.9 MI (1.4
 DP8690'KM) TO THE STATION ON THE RIGHT.
 DP8690'
 DP8690'THE STATION IS 12.9 M (42.3 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DP8690'HIGHWAY A, 220 M (721.8 FT) NORTHWEST OF A TRAIL LEADING NORTHEAST,
 DP8690'76.0 M (249.3 FT) SOUTHEAST OF A -RIGHT CURVE- SIGN AND LOCATED IN THE
 DP8690'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC POSTS.
 DP8690'
 DP8690'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE SOUTHWEST
 DP8690'EXTENDING TO 60 DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE
 DP8690'NORTHEAST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8690'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8690'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8690'POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8702 ***********************************************************************
 DP8702  DESIGNATION -  8W05
 DP8702  PID         -  DP8702
 DP8702  STATE/COUNTY-  WI/VILAS
 DP8702  COUNTRY     -  US
 DP8702  USGS QUAD   -  SMOKY LAKE (2017)
 DP8702
 DP8702                         *CURRENT SURVEY CONTROL
 DP8702  ______________________________________________________________________
 DP8702* NAD 83(1986) POSITION- 46 04 34.9    (N) 088 57 11.3    (W)   HD_HELD2
 DP8702* NAVD 88 ORTHO HEIGHT -   521.143 (meters)     1709.78  (feet) ADJUSTED
 DP8702  ______________________________________________________________________
 DP8702  GEOID HEIGHT    -        -31.667 (meters)                     GEOID18
 DP8702  DYNAMIC HEIGHT  -        521.143 (meters)     1709.78  (feet) COMP
 DP8702  MODELED GRAVITY -    980,598.1   (mgal)                       NAVD 88
 DP8702
 DP8702  VERT ORDER      -  SECOND    CLASS I
 DP8702
 DP8702.The horizontal coordinates were established by autonomous hand held GPS
 DP8702.observations and have an estimated accuracy of +/- 10 meters.
 DP8702
 DP8702.The orthometric height was determined by differential leveling and
 DP8702.adjusted by the NATIONAL GEODETIC SURVEY
 DP8702.in February 2017.
 DP8702
 DP8702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8702.GEOID18 height accuracy estimate available here.
 DP8702
 DP8702.Click photographs - Photos may exist for this station.
 DP8702
 DP8702.The dynamic height is computed by dividing the NAVD 88
 DP8702.geopotential number by the normal gravity value computed on the
 DP8702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8702.degrees latitude (g = 980.6199 gals.).
 DP8702
 DP8702.The modeled gravity was interpolated from observed gravity values.
 DP8702
 DP8702;                    North         East    Units  Estimated Accuracy
 DP8702;SPC WI N     -   101,641.      680,975.      MT  (+/- 10 meters HH2 GPS)
 DP8702
 DP8702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4897304386(NAD 83)
 DP8702
 DP8702                          SUPERSEDED SURVEY CONTROL
 DP8702
 DP8702.No superseded survey control is available for this station.
 DP8702
 DP8702_MARKER: DD = SURVEY DISK
 DP8702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8702_STAMPING: 8W05 2012
 DP8702_MARK LOGO: WIDT
 DP8702_PROJECTION: FLUSH
 DP8702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8702+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2014
 DP8702
 DP8702  HISTORY     - Date     Condition        Report By
 DP8702  HISTORY     - 2012     MONUMENTED       WIDT
 DP8702  HISTORY     - 20140806 GOOD             WIDT
 DP8702
 DP8702                          STATION DESCRIPTION
 DP8702
 DP8702'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8702'THE STATION IS APPROXIMATELY 14.9 MI (24.0 KM) WEST OF IRON RIVER, 7.6
 DP8702'MI (12.2 KM) NORTHWEST OF NELMA AND 6.5 MI (10.5 KM) EAST-NORTHEAST OF
 DP8702'PHELPS.
 DP8702'
 DP8702'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DP8702'HIGHWAY A ABOUT 1.3 MI (2.1 KM) EAST OF THE COMMUNITY OF PHELPS, GO
 DP8702'EAST ON STATE HIGHWAY 17 FOR 5.4 MI (8.7 KM) TO AIRPORT ROAD ON THE
 DP8702'RIGHT.  TURN RIGHT AND GO SOUTH ON AIRPORT ROAD FOR 0.25 MI (0.4 KM)
 DP8702'TO THE STATION ON THE LEFT.
 DP8702'
 DP8702'THE STATION IS 7.2 M (23.6 FT) EAST OF THE CENTERLINE OF AIRPORT ROAD,
 DP8702'42.0 M (137.8 FT) NORTH OF THE NORTHEAST POST OF A -BIG SAND LAKE
 DP8702'CLUB- ENTRANCE SIGN, 10.7 M (35.1 FT) SOUTH OF THE CENTERLINE OF A
 DP8702'GRAVEL DRIVE, 1.7 M (5.6 FT) WEST OF A SPLIT RAIL FENCE AND 1.6 M (5.2
 DP8702'FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DP8702'
 DP8702'THE STATION IS OBSTRUCTED BY A TREE LINE TO THE WEST EXTENDING TO 50
 DP8702'DEGREES ABOVE THE HORIZON AND A TREE LINE TO THE NORTH EXTENDING TO 45
 DP8702'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8702'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8702'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8702'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4696 ***********************************************************************
 DJ4696  DESIGNATION -  9 181W
 DJ4696  PID         -  DJ4696
 DJ4696  STATE/COUNTY-  WI/MONROE
 DJ4696  COUNTRY     -  US
 DJ4696  USGS QUAD   -  WYEVILLE (2018)
 DJ4696
 DJ4696                         *CURRENT SURVEY CONTROL
 DJ4696  ______________________________________________________________________
 DJ4696* NAD 83(2011) POSITION- 44 02 53.15737(N) 090 29 56.60301(W)   ADJUSTED
 DJ4696* NAD 83(2011) ELLIP HT-   264.730 (meters)        (06/27/12)   ADJUSTED
 DJ4696* NAD 83(2011) EPOCH   -  2010.00
 DJ4696* NAVD 88 ORTHO HEIGHT -   298.690 (meters)      979.95  (feet) ADJUSTED
 DJ4696  ______________________________________________________________________
 DJ4696  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 DJ4696  NAD 83(2011) X  -    -39,996.214 (meters)                     COMP
 DJ4696  NAD 83(2011) Y  - -4,591,778.270 (meters)                     COMP
 DJ4696  NAD 83(2011) Z  -  4,412,118.579 (meters)                     COMP
 DJ4696  LAPLACE CORR    -         -6.35  (seconds)                    DEFLEC18
 DJ4696  DYNAMIC HEIGHT  -        298.630 (meters)      979.76  (feet) COMP
 DJ4696  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 DJ4696
 DJ4696  VERT ORDER      -  SECOND    CLASS I
 DJ4696
 DJ4696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4696  Standards:
 DJ4696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4696  -------------------------------------------------------------------
 DJ4696  NETWORK    0.35   0.33           0.16   0.12   0.17      0.10656637
 DJ4696  -------------------------------------------------------------------
 DJ4696  Click here for local accuracies and other accuracy information.
 DJ4696
 DJ4696.The horizontal coordinates were established by GPS observations
 DJ4696.and adjusted by the National Geodetic Survey in June 2012.
 DJ4696
 DJ4696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4696.been affixed to the stable North American tectonic plate. See 
 DJ4696.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4696
 DJ4696.The horizontal coordinates are valid at the epoch date displayed above
 DJ4696.which is a decimal equivalence of Year/Month/Day.
 DJ4696
 DJ4696.The orthometric height was determined by differential leveling and
 DJ4696.adjusted by the WI DEPT OF TRANSP
 DJ4696.in May 2012.
 DJ4696
 DJ4696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4696.GEOID18 height accuracy estimate available here.
 DJ4696
 DJ4696.Click photographs - Photos may exist for this station.
 DJ4696
 DJ4696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4696
 DJ4696.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4696
 DJ4696.The ellipsoidal height was determined by GPS observations
 DJ4696.and is referenced to NAD 83.
 DJ4696
 DJ4696.The dynamic height is computed by dividing the NAVD 88
 DJ4696.geopotential number by the normal gravity value computed on the
 DJ4696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4696.degrees latitude (g = 980.6199 gals.).
 DJ4696
 DJ4696.The modeled gravity was interpolated from observed gravity values.
 DJ4696
 DJ4696. The following values were computed from the NAD 83(2011) position.
 DJ4696
 DJ4696;                    North         East     Units Scale Factor Converg.
 DJ4696;SPC WI S     -   227,651.161   560,005.325   MT  0.99999628   -0 20 34.5
 DJ4696;SPC WI S     -   746,885.52  1,837,284.14   sFT  0.99999628   -0 20 34.5
 DJ4696;UTM  15      - 4,880,256.256   700,351.082   MT  1.00009371   +1 44 21.8
 DJ4696
 DJ4696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4696!SPC WI S     -   0.99995849  x   0.99999628  =   0.99995477
 DJ4696!UTM  15      -   0.99995849  x   1.00009371  =   1.00005220
 DJ4696
 DJ4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0035180256(NAD 83)
 DJ4696
 DJ4696                          SUPERSEDED SURVEY CONTROL
 DJ4696
 DJ4696  NAD 83(2007)-  44 02 53.15735(N)    090 29 56.60382(W) AD(2002.00) 1
 DJ4696  ELLIP H (07/29/08)  264.765  (m)                       GP(2002.00) 3 1
 DJ4696  NAVD 88             298.68   (m)          979.9    (f) LEVELING    3  
 DJ4696  NAVD 88 (07/08/08)  298.677  (m)          979.91   (f) SUPERSEDED  2 1
 DJ4696
 DJ4696.Superseded values are not recommended for survey control.
 DJ4696
 DJ4696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4696.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4696
 DJ4696_MARKER: DD = SURVEY DISK
 DJ4696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4696_STAMPING: 9-181W 1997
 DJ4696_MARK LOGO: WI-081
 DJ4696_PROJECTION: FLUSH
 DJ4696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4696+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 DJ4696
 DJ4696  HISTORY     - Date     Condition        Report By
 DJ4696  HISTORY     - 1997     MONUMENTED       WI-081
 DJ4696  HISTORY     - 20060926 GOOD             WIDT
 DJ4696  HISTORY     - 20100920 GOOD             WIDT
 DJ4696
 DJ4696                          STATION DESCRIPTION
 DJ4696
 DJ4696'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4696'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY
 DJ4696'HIGHWAY G ABOUT 3 MI (4.8 KM) NORTH OF THE CITY OF TOMAH, GO EAST ON
 DJ4696'COUNTY HIGHWAY G FOR 0.25 MI (0.4 KM) TO ENGLAND ROAD, CONTINUE EAST
 DJ4696'ON COUNTY HIGHWAY G FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DJ4696'THE STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL STATION DISK
 DJ4696'SET IN THE TOP OF A 45-CM (18 INCH) DIAMETER CONCRETE POST, LOCATED
 DJ4696'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DJ4696'STATION IS 8.1 M (26.6 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DJ4696'G, 63 M (206.7 FT) EAST OF THE CENTERLINE OF ENGLAND ROAD, 47.6 M
 DJ4696'(156.2 FT) WEST-SOUTHWEST OF A TELEPHONE PEDESTAL --5D 9D 14 12 LP
 DJ4696'2--, 1.0 M (3.3 FT) EAST, NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4
 DJ4696'PLASTIC WITNESS POST, AND 0.8 M (2.6 FT) NORTH OF A BARBED WIRE FENCE.
 DJ4696'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4696'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES NEARLY
 DJ4696'DIRECTLY ABOVE THE STATION.
 DJ4696
 DJ4696                          STATION RECOVERY (2010)
 DJ4696
 DJ4696'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0347 ***********************************************************************
 QN0347  DESIGNATION -  9 DWB
 QN0347  PID         -  QN0347
 QN0347  STATE/COUNTY-  WI/SAWYER
 QN0347  COUNTRY     -  US
 QN0347  USGS QUAD   -  RESERVE (2019)
 QN0347
 QN0347                         *CURRENT SURVEY CONTROL
 QN0347  ______________________________________________________________________
 QN0347* NAD 83(1986) POSITION- 45 57 15.98   (N) 091 29 39.73   (W)   HD_HELD1
 QN0347* NAVD 88 ORTHO HEIGHT -   389.295 (meters)     1277.21  (feet) ADJUSTED
 QN0347  ______________________________________________________________________
 QN0347  GEOID HEIGHT    -        -29.069 (meters)                     GEOID18
 QN0347  DYNAMIC HEIGHT  -        389.290 (meters)     1277.20  (feet) COMP
 QN0347  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 QN0347
 QN0347  VERT ORDER      -  FIRST     CLASS II
 QN0347
 QN0347.The horizontal coordinates were determined by differentially corrected
 QN0347.hand held GPS observations or other comparable positioning techniques
 QN0347.and have an estimated accuracy of +/- 3 meters.
 QN0347
 QN0347.The orthometric height was determined by differential leveling and
 QN0347.adjusted by the NATIONAL GEODETIC SURVEY
 QN0347.in June 1991.
 QN0347
 QN0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0347.GEOID18 height accuracy estimate available here.
 QN0347
 QN0347.Click photographs - Photos may exist for this station.
 QN0347
 QN0347.The dynamic height is computed by dividing the NAVD 88
 QN0347.geopotential number by the normal gravity value computed on the
 QN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0347.degrees latitude (g = 980.6199 gals.).
 QN0347
 QN0347.The modeled gravity was interpolated from observed gravity values.
 QN0347
 QN0347;                    North         East    Units  Estimated Accuracy
 QN0347;SPC WI N     -    88,645.7     484,158.6     MT  (+/- 3 meters HH1 GPS) 
 QN0347
 QN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1667990087(NAD 83)
 QN0347
 QN0347                          SUPERSEDED SURVEY CONTROL
 QN0347
 QN0347.No superseded survey control is available for this station.
 QN0347
 QN0347_MARKER: DB = BENCH MARK DISK
 QN0347_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QN0347_STAMPING: 9 DWB 1971
 QN0347_MARK LOGO: USGS
 QN0347_PROJECTION: PROJECTING 15 CENTIMETERS
 QN0347_MAGNETIC: I = MARKER IS A STEEL ROD
 QN0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0347
 QN0347  HISTORY     - Date     Condition        Report By
 QN0347  HISTORY     - 1971     MONUMENTED       USGS
 QN0347  HISTORY     - 1979     GOOD             NGS
 QN0347
 QN0347                          STATION DESCRIPTION
 QN0347
 QN0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0347'4.25 MI SOUTH FROM HAYWARD.
 QN0347'4.25 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF U.S.
 QN0347'HIGHWAY 63 IN HAYWARD, AT THE NORTHEAST CORNER OF THE JUNCTION OF
 QN0347'WILLIAMS ROAD, 57.0 FT. NORTH OF THE CENTERLINE OF THE ROAD, 82.0 FT.
 QN0347'EAST OF THE CENTERLINE OF THE HIGHWAY, 13.0 FT. SOUTHEAST OF A 24-INCH
 QN0347'OAK TREE.
 QN0347'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 QN0347'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2467 ***********************************************************************
 DL2467  DESIGNATION -  9 PFB
 DL2467  PID         -  DL2467
 DL2467  STATE/COUNTY-  WI/DOOR
 DL2467  COUNTRY     -  US
 DL2467  USGS QUAD   -  BAILEYS HARBOR EAST (2018)
 DL2467
 DL2467                         *CURRENT SURVEY CONTROL
 DL2467  ______________________________________________________________________
 DL2467* NAD 83(1986) POSITION- 45 03 57.9    (N) 087 07 27.1    (W)   HD_HELD2
 DL2467* NAVD 88 ORTHO HEIGHT -   181.426 (meters)      595.23  (feet) ADJUSTED
 DL2467  ______________________________________________________________________
 DL2467  GEOID HEIGHT    -        -37.107 (meters)                     GEOID18
 DL2467  DYNAMIC HEIGHT  -        181.410 (meters)      595.18  (feet) COMP
 DL2467  MODELED GRAVITY -    980,526.2   (mgal)                       NAVD 88
 DL2467
 DL2467  VERT ORDER      -  SECOND    CLASS I
 DL2467
 DL2467.The horizontal coordinates were established by autonomous hand held GPS
 DL2467.observations and have an estimated accuracy of +/- 10 meters.
 DL2467
 DL2467.The orthometric height was determined by differential leveling and
 DL2467.adjusted by the WI DEPT OF TRANSP
 DL2467.in May 2012.
 DL2467
 DL2467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2467.GEOID18 height accuracy estimate available here.
 DL2467
 DL2467.Click photographs - Photos may exist for this station.
 DL2467
 DL2467.The dynamic height is computed by dividing the NAVD 88
 DL2467.geopotential number by the normal gravity value computed on the
 DL2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2467.degrees latitude (g = 980.6199 gals.).
 DL2467
 DL2467.The modeled gravity was interpolated from observed gravity values.
 DL2467
 DL2467;                    North         East    Units  Estimated Accuracy
 DL2467;SPC WI C     -   140,993.      826,428.      MT  (+/- 10 meters HH2 GPS)
 DL2467
 DL2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ9022290298(NAD 83)
 DL2467
 DL2467                          SUPERSEDED SURVEY CONTROL
 DL2467
 DL2467.No superseded survey control is available for this station.
 DL2467
 DL2467_MARKER: DB = BENCH MARK DISK
 DL2467_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL2467_SP_SET: STEP
 DL2467_STAMPING: 595 9 PFB 1958
 DL2467_MARK LOGO: USGS
 DL2467_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL2467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2467+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2022
 DL2467
 DL2467  HISTORY     - Date     Condition        Report By
 DL2467  HISTORY     - 1958     MONUMENTED       USGS
 DL2467  HISTORY     - 20081030 GOOD             WIDT
 DL2467  HISTORY     - 20180521 GOOD             GLENSC
 DL2467  HISTORY     - 20220527 GOOD             GLENSC
 DL2467
 DL2467                          STATION DESCRIPTION
 DL2467
 DL2467'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2467'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2467'HIGHWAYS EE AND F IN THE COMMUNITY OF BAILEYS HARBOR, GO NORTH ON
 DL2467'STATE HIGHWAY 57 FOR 0.04 MILE TO THE NORTHEAST ENTRANCE TO BAILEYS
 DL2467'HARBOR TOWN HALL AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DL2467'U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED --9 PFB 595 FEET 1958--
 DL2467'SET IN A DRILL HOLE IN THE TOP OF THE NORTHEAST CORNER OF THE THIRD
 DL2467'STEP LEADING TO THE TOWN HALL BUILDING APPROXIMATELY 1.5 M (4.9 FT)
 DL2467'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 24.9 M (81.7 FT) WEST OF
 DL2467'THE CENTERLINE OF STATE HIGHWAY 57, 26.3 M (86.3 FT) SOUTH OF THE
 DL2467'CENTERLINE OF PARK ROAD, 9.4 M (30.8 FT) NORTH OF THE NORTH OF THREE
 DL2467'FLAG POLES, AND 1.8 M (5.9 FT) EAST OF THE EAST ENTRANCE DOOR.  ---
 DL2467'NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION IS A TREE TO THE NORTH
 DL2467'EXTENDING TO 85 DEGREES, THE BUILDING TO THE WEST EXTENDING TO 85
 DL2467'DEGREES, AND FLAG POLES TO THE SOUTH EXTENDING TO 50 DEGREES ABOVE THE
 DL2467'HORIZON.
 DL2467
 DL2467                          STATION RECOVERY (2018)
 DL2467
 DL2467'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2467'THE CONCRETE SLAB FOR THE THIRD STEP HAS SETTLED APPROXIMATELY 1 CM.
 DL2467'HOWEVER, IT IS UNKNOWN IF THE SETTLEMENT OCCURRED BEFORE OR AFTER THE
 DL2467'LEVELING IN 2008.
 DL2467
 DL2467                          STATION RECOVERY (2022)
 DL2467
 DL2467'RECOVERY NOTE BY GLEN SCHAEFER 2022 (GRS)
 DL2467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8669 ***********************************************************************
 DH8669  DESIGNATION -  9010
 DH8669  PID         -  DH8669
 DH8669  STATE/COUNTY-  WI/SAUK
 DH8669  COUNTRY     -  US
 DH8669  USGS QUAD   -  LA VALLE (2018)
 DH8669
 DH8669                         *CURRENT SURVEY CONTROL
 DH8669  ______________________________________________________________________
 DH8669* NAD 83(1986) POSITION- 43 32 26.4    (N) 090 10 12.2    (W)   HD_HELD2
 DH8669* NAVD 88 ORTHO HEIGHT -   279.410 (meters)      916.70  (feet) ADJUSTED
 DH8669  ______________________________________________________________________
 DH8669  GEOID HEIGHT    -        -34.764 (meters)                     GEOID18
 DH8669  DYNAMIC HEIGHT  -        279.335 (meters)      916.45  (feet) COMP
 DH8669  MODELED GRAVITY -    980,346.0   (mgal)                       NAVD 88
 DH8669
 DH8669  VERT ORDER      -  SECOND    CLASS I
 DH8669
 DH8669.The horizontal coordinates were established by autonomous hand held GPS
 DH8669.observations and have an estimated accuracy of +/- 10 meters.
 DH8669
 DH8669.The orthometric height was determined by differential leveling and
 DH8669.adjusted by the WI DEPT OF TRANSP
 DH8669.in May 2012.
 DH8669
 DH8669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8669.GEOID18 height accuracy estimate available here.
 DH8669
 DH8669.Click photographs - Photos may exist for this station.
 DH8669
 DH8669.The dynamic height is computed by dividing the NAVD 88
 DH8669.geopotential number by the normal gravity value computed on the
 DH8669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8669.degrees latitude (g = 980.6199 gals.).
 DH8669
 DH8669.The modeled gravity was interpolated from observed gravity values.
 DH8669
 DH8669;                    North         East    Units  Estimated Accuracy
 DH8669;SPC WI S     -   171,168.      586,257.      MT  (+/- 10 meters HH2 GPS)
 DH8669
 DH8669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2863624749(NAD 83)
 DH8669
 DH8669                          SUPERSEDED SURVEY CONTROL
 DH8669
 DH8669  NAVD 88 (04/20/07)  279.399  (m)          916.66   (f) SUPERSEDED  2 1
 DH8669
 DH8669.Superseded values are not recommended for survey control.
 DH8669
 DH8669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8669.See file dsdata.pdf to determine how the superseded data were derived.
 DH8669
 DH8669_MARKER: DV = VERTICAL CONTROL DISK
 DH8669_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH8669_SP_SET: BRIDGE WINGWALL
 DH8669_STAMPING: 9010 2005
 DH8669_MARK LOGO: WIDT
 DH8669_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8669+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 DH8669
 DH8669  HISTORY     - Date     Condition        Report By
 DH8669  HISTORY     - 2005     MONUMENTED       WIDT
 DH8669  HISTORY     - 20060209 GOOD             WIDT
 DH8669  HISTORY     - 20080513 GOOD             WIDT
 DH8669
 DH8669                          STATION DESCRIPTION
 DH8669
 DH8669'DESCRIBED BY WI DEPT OF TRANSP 2005
 DH8669'THE DISK HAD NO STAMPING DURING THE 2005 SURVEY AND WAS INITIALLY
 DH8669'DESIGNATED AS A TEMPORARY BENCH MARK (TBM 9010).
 DH8669
 DH8669                          STATION RECOVERY (2006)
 DH8669
 DH8669'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (BEB)
 DH8669'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 58 WITH COUNTY
 DH8669'HIGHWAY G NORTH ABOUT 8 MI WEST OF THE CITY OF REEDSBURG, GO EAST ON
 DH8669'STATE HIGHWAY 58 FOR 0.15 MI TO A BRIDGE AND THE STATION ON THE LEFT.
 DH8669'THE STATION IS AN ALUMINUM WIS. DEPT. OF TRANSPORTATION VERTICAL
 DH8669'CONTROL DISK STAMPED --9010 2005-- SET IN THE WING WALL AT THE NORTH
 DH8669'END OF THE WEST ABUTMENT OF BRIDGE B-56-17 OVER THE CARR VALLEY BRANCH
 DH8669'OF THE LITTLE BARABOO RIVER AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8669'THE STATION IS 5.1 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 58.
 DH8669'
 DH8669'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A
 DH8669'TREE TO THE NORTH EXTENDING TO 70 DEGREES ABOVE THE HORIZON.
 DH8669
 DH8669                          STATION RECOVERY (2008)
 DH8669
 DH8669'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH8669'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SET IN A DRILL HOLE
 DH8669'IN THE TOP OF THE NORTH END OF THE WEST BRIDGE ABUTMENT, 0.3 MILE WEST
 DH8669'OF COUNTY HIGHWAY G SOUTH, AND 0.7 M EAST OF A WHITE PLASTIC WITNESS
 DH8669'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0682 ***********************************************************************
 PN0682  DESIGNATION -  902 0200 FLAGPOLE USLS
 PN0682  PID         -  PN0682
 PN0682  STATE/COUNTY-  WI/WINNEBAGO
 PN0682  COUNTRY     -  US
 PN0682  USGS QUAD   -  NEENAH (2018)
 PN0682
 PN0682                         *CURRENT SURVEY CONTROL
 PN0682  ______________________________________________________________________
 PN0682* NAD 83(1986) POSITION- 44 10 12.     (N) 088 26 12.     (W)   SCALED
 PN0682* NAVD 88 ORTHO HEIGHT -   229.721 (meters)      753.68  (feet) ADJUSTED
 PN0682  ______________________________________________________________________
 PN0682  GEOID HEIGHT    -        -36.341 (meters)                     GEOID18
 PN0682  DYNAMIC HEIGHT  -        229.680 (meters)      753.54  (feet) COMP
 PN0682  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 PN0682
 PN0682  VERT ORDER      -  FIRST     CLASS 0
 PN0682
 PN0682.The horizontal coordinates were scaled from a map and have
 PN0682.an estimated accuracy of +/- 6 seconds.
 PN0682
 PN0682.The orthometric height was determined by differential leveling and
 PN0682.adjusted by the NATIONAL GEODETIC SURVEY
 PN0682.in June 1991.
 PN0682
 PN0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0682.GEOID18 height accuracy estimate available here.
 PN0682
 PN0682.Click photographs - Photos may exist for this station.
 PN0682
 PN0682.The dynamic height is computed by dividing the NAVD 88
 PN0682.geopotential number by the normal gravity value computed on the
 PN0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0682.degrees latitude (g = 980.6199 gals.).
 PN0682
 PN0682.The modeled gravity was interpolated from observed gravity values.
 PN0682
 PN0682;                    North         East    Units  Estimated Accuracy
 PN0682;SPC WI S     -   242,250.      725,030.      MT  (+/- 180 meters Scaled)
 PN0682
 PN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP851917(NAD 83)
 PN0682
 PN0682                          SUPERSEDED SURVEY CONTROL
 PN0682
 PN0682.No superseded survey control is available for this station.
 PN0682
 PN0682_MARKER: B = BOLT
 PN0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0682_SP_SET: FLAGPOLE BASE
 PN0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0682
 PN0682  HISTORY     - Date     Condition        Report By
 PN0682  HISTORY     - 1962     MONUMENTED       USLS
 PN0682  HISTORY     - 1974     GOOD             NOS
 PN0682  HISTORY     - 19970302 GOOD             USPSQD
 PN0682  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0682
 PN0682                          STATION DESCRIPTION
 PN0682
 PN0682'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0682'1.55 MI SE FROM NEENAH.
 PN0682'0.55 MILE SOUTH ALONG SOUTH PARK AVENUE FROM THE INTERSECTION OF
 PN0682'WISCONSIN AVENUE AND SOUTH PARK AVENUE IN NEENAH TO ITS JUNCTION WITH
 PN0682'BAYVIEW ROAD, THENCE 0.5 MILE SOUTHERLY ALONG BAYVIEW ROAD TO THE
 PN0682'INTERSECTION OF BAYVIEW ROAD AND LIMEKILN ROAD, THENCE 0.5 MILE WEST
 PN0682'AND NORTH, ON PROPERTY OF THE KIMBERLY  ESTATE, SET IN THE NORTHWEST
 PN0682'CORNER OF A CONCRETE FLAGPOLE BASE NORTH OF MAIN DWELLING, 1.1 FT.
 PN0682'SOUTH OF NORTH EDGE AND 0.5 FT. EAST OF WEST EDGE OF BASE, 1/4 FT.
 PN0682'ABOVE THE GROUND, A CROSS CUT IN TOP OF A 3/4 INCH DIAMETER BOLT.
 PN0682
 PN0682                          STATION RECOVERY (1997)
 PN0682
 PN0682'RECOVERY NOTE BY US POWER SQUADRON 1997
 PN0682'RECOVERED IN GOOD CONDITION.
 PN0682
 PN0682                          STATION RECOVERY (2003)
 PN0682
 PN0682'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0682'STATION WAS NOT FOUND. CORRECTION TO THE 1974 DESCRIPTION-- FROM THE
 PN0682'JUNCTION OF BAYVIEW ROAD AND LIMEKILN ROAD, GO 0.5 MILE EAST (NOT
 PN0682'WEST) AND NORTH TO THE KIMBERLY ESTATE.  THIS IS PRIVATE PROPERTY WITH
 PN0682'NO ENTRANCE SIGNS POSTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0680 ***********************************************************************
 PN0680  DESIGNATION -  902 0200 KIMBERLY HOME
 PN0680  PID         -  PN0680
 PN0680  STATE/COUNTY-  WI/WINNEBAGO
 PN0680  COUNTRY     -  US
 PN0680  USGS QUAD   -  NEENAH (2018)
 PN0680
 PN0680                         *CURRENT SURVEY CONTROL
 PN0680  ______________________________________________________________________
 PN0680* NAD 83(1986) POSITION- 44 10 12.     (N) 088 26 12.     (W)   SCALED
 PN0680* NAVD 88 ORTHO HEIGHT -   228.353 (meters)      749.19  (feet) ADJUSTED
 PN0680  ______________________________________________________________________
 PN0680  GEOID HEIGHT    -        -36.341 (meters)                     GEOID18
 PN0680  DYNAMIC HEIGHT  -        228.312 (meters)      749.05  (feet) COMP
 PN0680  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 PN0680
 PN0680  VERT ORDER      -  FIRST     CLASS 0
 PN0680
 PN0680.The horizontal coordinates were scaled from a map and have
 PN0680.an estimated accuracy of +/- 6 seconds.
 PN0680
 PN0680.The orthometric height was determined by differential leveling and
 PN0680.adjusted by the NATIONAL GEODETIC SURVEY
 PN0680.in June 1991.
 PN0680
 PN0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0680.GEOID18 height accuracy estimate available here.
 PN0680
 PN0680.Click photographs - Photos may exist for this station.
 PN0680
 PN0680.The dynamic height is computed by dividing the NAVD 88
 PN0680.geopotential number by the normal gravity value computed on the
 PN0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0680.degrees latitude (g = 980.6199 gals.).
 PN0680
 PN0680.The modeled gravity was interpolated from observed gravity values.
 PN0680
 PN0680;                    North         East    Units  Estimated Accuracy
 PN0680;SPC WI S     -   242,250.      725,030.      MT  (+/- 180 meters Scaled)
 PN0680
 PN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP851917(NAD 83)
 PN0680
 PN0680                          SUPERSEDED SURVEY CONTROL
 PN0680
 PN0680.No superseded survey control is available for this station.
 PN0680
 PN0680_MARKER: DB = BENCH MARK DISK
 PN0680_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PN0680_SP_SET: SEAWALL
 PN0680_STAMPING: KIMBERLY HOME 1962
 PN0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0680
 PN0680  HISTORY     - Date     Condition        Report By
 PN0680  HISTORY     - 1962     MONUMENTED       USLS
 PN0680  HISTORY     - 1974     GOOD             NOS
 PN0680  HISTORY     - 19970302 GOOD             USPSQD
 PN0680  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0680
 PN0680                          STATION DESCRIPTION
 PN0680
 PN0680'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0680'1.55 MI SE FROM NEENAH.
 PN0680'0.55 MILE SOUTH ALONG SOUTH PARK AVENUE FROM THE INTERSECTION OF
 PN0680'WISCONSIN AVENUE AND SOUTH PARK AVENUE IN NEENAH TO ITS JUNCTION WITH
 PN0680'BAYVIEW ROAD, THENCE 0.5 MILE SOUTHERLY ALONG BAYVIEW ROAD, TO THE T
 PN0680'INTERSECTION OF BAYVIEW ROAD AND LIMEKILN ROAD, THENCE 0.5 MILE WEST
 PN0680'AND NORTH, ON THE PROPERTY OF THE KIMBERLY ESTATE, AT THE WEST CORNER
 PN0680'OF ENTRANCE TO PRIVATE HARBOR, SET INTO THE CONCRETE CAPPING OF A
 PN0680'SEAWALL, 101.4 FT. NORTH OF SOUTHWEST CORNER OF THE SEAWALL, 53.8 FT.
 PN0680'SOUTH OF WEST END OF THE SEAWALL.
 PN0680
 PN0680                          STATION RECOVERY (1997)
 PN0680
 PN0680'RECOVERY NOTE BY US POWER SQUADRON 1997
 PN0680'RECOVERED IN GOOD CONDITION.
 PN0680
 PN0680                          STATION RECOVERY (2003)
 PN0680
 PN0680'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0680'STATION WAS NOT FOUND. CORRECTION TO THE 1974 DESCRIPTION-- FROM THE
 PN0680'JUNCTION OF BAYVIEW ROAD AND LIMEKILN ROAD, GO 0.5 MILE EAST (NOT
 PN0680'WEST) AND NORTH TO THE KIMBERLY ESTATE.  THIS IS PRIVATE PROPERTY WITH
 PN0680'NO ENTRANCE SIGNS POSTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0683 ***********************************************************************
 PN0683  DESIGNATION -  902 0200 OVAL USLS
 PN0683  PID         -  PN0683
 PN0683  STATE/COUNTY-  WI/WINNEBAGO
 PN0683  COUNTRY     -  US
 PN0683  USGS QUAD   -  NEENAH (2018)
 PN0683
 PN0683                         *CURRENT SURVEY CONTROL
 PN0683  ______________________________________________________________________
 PN0683* NAD 83(1986) POSITION- 44 10 12.     (N) 088 26 12.     (W)   SCALED
 PN0683* NAVD 88 ORTHO HEIGHT -   228.402 (meters)      749.35  (feet) ADJUSTED
 PN0683  ______________________________________________________________________
 PN0683  GEOID HEIGHT    -        -36.341 (meters)                     GEOID18
 PN0683  DYNAMIC HEIGHT  -        228.361 (meters)      749.21  (feet) COMP
 PN0683  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 PN0683
 PN0683  VERT ORDER      -  FIRST     CLASS 0
 PN0683
 PN0683.The horizontal coordinates were scaled from a map and have
 PN0683.an estimated accuracy of +/- 6 seconds.
 PN0683
 PN0683.The orthometric height was determined by differential leveling and
 PN0683.adjusted by the NATIONAL GEODETIC SURVEY
 PN0683.in June 1991.
 PN0683
 PN0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0683.GEOID18 height accuracy estimate available here.
 PN0683
 PN0683.Click photographs - Photos may exist for this station.
 PN0683
 PN0683.The dynamic height is computed by dividing the NAVD 88
 PN0683.geopotential number by the normal gravity value computed on the
 PN0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0683.degrees latitude (g = 980.6199 gals.).
 PN0683
 PN0683.The modeled gravity was interpolated from observed gravity values.
 PN0683
 PN0683;                    North         East    Units  Estimated Accuracy
 PN0683;SPC WI S     -   242,250.      725,030.      MT  (+/- 180 meters Scaled)
 PN0683
 PN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP851917(NAD 83)
 PN0683
 PN0683                          SUPERSEDED SURVEY CONTROL
 PN0683
 PN0683.No superseded survey control is available for this station.
 PN0683
 PN0683_MARKER: I = METAL ROD
 PN0683_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0683_PROJECTION: RECESSED 3 CENTIMETERS
 PN0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0683_ROD/PIPE-DEPTH: 4.57 meters
 PN0683
 PN0683  HISTORY     - Date     Condition        Report By
 PN0683  HISTORY     - 1962     MONUMENTED       USLS
 PN0683  HISTORY     - 1974     GOOD             NOS
 PN0683  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0683
 PN0683                          STATION DESCRIPTION
 PN0683
 PN0683'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0683'1.55 MI SE FROM NEENAH.
 PN0683'0.55 MILE SOUTH ALONG SOUTH PARK AVENUE FROM THE INTERSECTION OF
 PN0683'WISCONSIN AVENUE AND SOUTH PARK AVENUE IN NEENAH TO ITS JUNCTION WITH
 PN0683'BAYVIEW ROAD, THENCE 0.5 MILE SOUTHERLY ALONG BAYVIEW ROAD TO THE T
 PN0683'INTERSECTION OF BAYVIEW ROAD AND LIMEKILN ROAD, THENCE 0.5 MILE WEST
 PN0683'AND NORTH, ON PROPERTY OF THE KIMBERLY ESTATE, IN CENTER OF OVAL DRIVE
 PN0683'AT NORTHEAST OF HARBOR, 59.5 FT. NORTHERLY OF NORTHEAST CORNER AND
 PN0683'48.6 FT. NORTHERLY OF NORTHWEST CORNER OF BOATHOUST, 12.9 FT. EAST OF
 PN0683'A 10 INCH OAK, 12.9 FT. WEST OF A 22 INCH ELM, 1/4 FT. BELOW THE
 PN0683'GROUND SURFACE, A 5/8 INCH DIAMETER COPPER COATED STEEL ROD, 15 FT.
 PN0683'LONG.
 PN0683
 PN0683                          STATION RECOVERY (2003)
 PN0683
 PN0683'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0683'STATION WAS NOT FOUND. CORRECTION TO THE 1974 DESCRIPTION-- FROM THE
 PN0683'JUNCTION OF BAYVIEW ROAD AND LIMEKILN ROAD, GO 0.5 MILE EAST (NOT
 PN0683'WEST) AND NORTH TO THE KIMBERLY ESTATE.  THIS IS PRIVATE PROPERTY WITH
 PN0683'NO ENTRANCE SIGNS POSTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0681 ***********************************************************************
 PN0681  DESIGNATION -  902 0200 STEEL PILE USLS
 PN0681  PID         -  PN0681
 PN0681  STATE/COUNTY-  WI/WINNEBAGO
 PN0681  COUNTRY     -  US
 PN0681  USGS QUAD   -  NEENAH (2018)
 PN0681
 PN0681                         *CURRENT SURVEY CONTROL
 PN0681  ______________________________________________________________________
 PN0681* NAD 83(1986) POSITION- 44 10 12.     (N) 088 26 12.     (W)   SCALED
 PN0681* NAVD 88 ORTHO HEIGHT -   228.349 (meters)      749.18  (feet) ADJUSTED
 PN0681  ______________________________________________________________________
 PN0681  GEOID HEIGHT    -        -36.341 (meters)                     GEOID18
 PN0681  DYNAMIC HEIGHT  -        228.308 (meters)      749.04  (feet) COMP
 PN0681  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 PN0681
 PN0681  VERT ORDER      -  FIRST     CLASS 0
 PN0681
 PN0681.The horizontal coordinates were scaled from a map and have
 PN0681.an estimated accuracy of +/- 6 seconds.
 PN0681
 PN0681.The orthometric height was determined by differential leveling and
 PN0681.adjusted by the NATIONAL GEODETIC SURVEY
 PN0681.in June 1991.
 PN0681
 PN0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0681.GEOID18 height accuracy estimate available here.
 PN0681
 PN0681.Click photographs - Photos may exist for this station.
 PN0681
 PN0681.The dynamic height is computed by dividing the NAVD 88
 PN0681.geopotential number by the normal gravity value computed on the
 PN0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0681.degrees latitude (g = 980.6199 gals.).
 PN0681
 PN0681.The modeled gravity was interpolated from observed gravity values.
 PN0681
 PN0681;                    North         East    Units  Estimated Accuracy
 PN0681;SPC WI S     -   242,250.      725,030.      MT  (+/- 180 meters Scaled)
 PN0681
 PN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP851917(NAD 83)
 PN0681
 PN0681                          SUPERSEDED SURVEY CONTROL
 PN0681
 PN0681.No superseded survey control is available for this station.
 PN0681
 PN0681_MARKER: Z = SEE DESCRIPTION
 PN0681_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 PN0681_SP_SET: SHEET PILING
 PN0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0681
 PN0681  HISTORY     - Date     Condition        Report By
 PN0681  HISTORY     - 1962     MONUMENTED       USLS
 PN0681  HISTORY     - 1974     GOOD             NOS
 PN0681  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0681
 PN0681                          STATION DESCRIPTION
 PN0681
 PN0681'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0681'1.55 MI SE FROM NEENAH.
 PN0681'0.55 MILE SOUTH ALONG SOUTH PARK AVENUE FROM THE INTERSECTION OF
 PN0681'WISCONSIN AVENUE AND SOUTH PARK AVENUE IN 1NEENAH TO ITS JUNCTION WITH
 PN0681'BAYVIEW ROAD, THENCE 0.5 MILE SOUTHERLY ALONG BAYVIEW ROAD TO THE T
 PN0681'INTERSECTION OF BAYVIEW ROAD AND LIMEKILN ROAD, THENCE 0.5 MILE WEST
 PN0681'AND NORTH, ON PROPERTY OF THE KIMBERLY ESTATE, AT WEST CORNER OF
 PN0681'ENTRANCE TO PRIVATE HARBOR, FLUSH WITH THE CONCRETE CAPPING, BEING
 PN0681'HIGHEST POINT BETWEEN TWO LINES CUT IN TOP OF JOINT SECTION OF SHEET
 PN0681'PILING.
 PN0681
 PN0681                          STATION RECOVERY (2003)
 PN0681
 PN0681'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0681'STATION WAS NOT FOUND. CORRECTION TO THE 1974 DESCRIPTION-- FROM THE
 PN0681'JUNCTION OF BAYVIEW ROAD AND LIMEKILN ROAD, GO 0.5 MILE EAST (NOT
 PN0681'WEST) AND NORTH TO THE KIMBERLY ESTATE.  THIS IS PRIVATE PROPERTY WITH
 PN0681'NO ENTRANCE SIGNS POSTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0696 ***********************************************************************
 PN0696  DESIGNATION -  902 0220 IRVING USLS
 PN0696  PID         -  PN0696
 PN0696  STATE/COUNTY-  WI/WINNEBAGO
 PN0696  COUNTRY     -  US
 PN0696  USGS QUAD   -  OSHKOSH (2018)
 PN0696
 PN0696                         *CURRENT SURVEY CONTROL
 PN0696  ______________________________________________________________________
 PN0696* NAD 83(1986) POSITION- 44 01 30.     (N) 088 31 18.     (W)   SCALED
 PN0696* NAVD 88 ORTHO HEIGHT -   228.541 (meters)      749.80  (feet) ADJUSTED
 PN0696  ______________________________________________________________________
 PN0696  GEOID HEIGHT    -        -36.283 (meters)                     GEOID18
 PN0696  DYNAMIC HEIGHT  -        228.498 (meters)      749.66  (feet) COMP
 PN0696  MODELED GRAVITY -    980,422.3   (mgal)                       NAVD 88
 PN0696
 PN0696  VERT ORDER      -  FIRST     CLASS 0
 PN0696
 PN0696.The horizontal coordinates were scaled from a map and have
 PN0696.an estimated accuracy of +/- 6 seconds.
 PN0696
 PN0696.The orthometric height was determined by differential leveling and
 PN0696.adjusted by the NATIONAL GEODETIC SURVEY
 PN0696.in June 1991.
 PN0696
 PN0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0696.GEOID18 height accuracy estimate available here.
 PN0696
 PN0696.Click photographs - Photos may exist for this station.
 PN0696
 PN0696.The dynamic height is computed by dividing the NAVD 88
 PN0696.geopotential number by the normal gravity value computed on the
 PN0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0696.degrees latitude (g = 980.6199 gals.).
 PN0696
 PN0696.The modeled gravity was interpolated from observed gravity values.
 PN0696
 PN0696;                    North         East    Units  Estimated Accuracy
 PN0696;SPC WI S     -   226,020.      718,520.      MT  (+/- 180 meters Scaled)
 PN0696
 PN0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP780757(NAD 83)
 PN0696
 PN0696                          SUPERSEDED SURVEY CONTROL
 PN0696
 PN0696.No superseded survey control is available for this station.
 PN0696
 PN0696_MARKER: I = METAL ROD
 PN0696_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0696_PROJECTION: RECESSED 3 CENTIMETERS
 PN0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0696_ROD/PIPE-DEPTH: 2.13 meters
 PN0696
 PN0696  HISTORY     - Date     Condition        Report By
 PN0696  HISTORY     - 1962     MONUMENTED       USLS
 PN0696  HISTORY     - 1974     GOOD             NOS
 PN0696
 PN0696                          STATION DESCRIPTION
 PN0696
 PN0696'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0696'IN OSHKOSH.
 PN0696'IN OSHKOSH, SOUTHWESTERLY OF THE U.S. NAVAL AND MARINE CORPS RESERVE
 PN0696'TRAINING CENTER BUILDING, NEAR THE SOUTHEAST CORNER OF THE
 PN0696'INTERSECTION OF EAST IRVING AVENUE AND HAZEL STREET, ON THE SOUTH SIDE
 PN0696'OF EAST IRVING AVENUE, 102 FT. EAST OF THE CENTERLINE OF HAZEL ST.,
 PN0696'52.1 FT. WESTERLY OF A LIGHT POST, 13.8 FT. EAST OF THE SECOND LARGE
 PN0696'ASH EAST OF HAZEL STREET, 1.2 FT. SOUTH OF THE INNER EDGE OF CURB, ON
 PN0696'SOUTH SIDE OF EAST IRVING AVENUE, 1/2 FT. BELOW THE GROUND, A 5/8 INCH
 PN0696'DIAMETER COPPER COATED STEEL ROD, 7 FT. LONG.  (LETTERS B.M. AND
 PN0696'ARROW POINTING TO MARK ARE CUT IN TOP OF THE CURB.)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0699 ***********************************************************************
 PN0699  DESIGNATION -  902 0220 MAST USLS
 PN0699  PID         -  PN0699
 PN0699  STATE/COUNTY-  WI/WINNEBAGO
 PN0699  COUNTRY     -  US
 PN0699  USGS QUAD   -  OSHKOSH (2018)
 PN0699
 PN0699                         *CURRENT SURVEY CONTROL
 PN0699  ______________________________________________________________________
 PN0699* NAD 83(1986) POSITION- 44 01 30.     (N) 088 31 12.     (W)   SCALED
 PN0699* NAVD 88 ORTHO HEIGHT -   228.409 (meters)      749.37  (feet) ADJUSTED
 PN0699  ______________________________________________________________________
 PN0699  GEOID HEIGHT    -        -36.282 (meters)                     GEOID18
 PN0699  DYNAMIC HEIGHT  -        228.365 (meters)      749.23  (feet) COMP
 PN0699  MODELED GRAVITY -    980,422.5   (mgal)                       NAVD 88
 PN0699
 PN0699  VERT ORDER      -  FIRST     CLASS 0
 PN0699
 PN0699.The horizontal coordinates were scaled from a map and have
 PN0699.an estimated accuracy of +/- 6 seconds.
 PN0699
 PN0699.The orthometric height was determined by differential leveling and
 PN0699.adjusted by the NATIONAL GEODETIC SURVEY
 PN0699.in June 1991.
 PN0699
 PN0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0699.GEOID18 height accuracy estimate available here.
 PN0699
 PN0699.Click photographs - Photos may exist for this station.
 PN0699
 PN0699.The dynamic height is computed by dividing the NAVD 88
 PN0699.geopotential number by the normal gravity value computed on the
 PN0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0699.degrees latitude (g = 980.6199 gals.).
 PN0699
 PN0699.The modeled gravity was interpolated from observed gravity values.
 PN0699
 PN0699;                    North         East    Units  Estimated Accuracy
 PN0699;SPC WI S     -   226,020.      718,650.      MT  (+/- 180 meters Scaled)
 PN0699
 PN0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP781757(NAD 83)
 PN0699
 PN0699                          SUPERSEDED SURVEY CONTROL
 PN0699
 PN0699.No superseded survey control is available for this station.
 PN0699
 PN0699_MARKER: Z = SEE DESCRIPTION
 PN0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0699_SP_SET: FLAGPOLE FOUNDATION
 PN0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0699
 PN0699  HISTORY     - Date     Condition        Report By
 PN0699  HISTORY     - 1962     MONUMENTED       USLS
 PN0699  HISTORY     - 1974     GOOD             NOS
 PN0699
 PN0699                          STATION DESCRIPTION
 PN0699
 PN0699'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0699'IN OSKOSH.
 PN0699'IN OSHKOSH, AT THE U.S. NAVAL AND MARINE CORPS RESERVE TRAINING CENTER
 PN0699'BUILDING, 230 FT. NORTH OF THE CENTERLINE OF EAST IRVING AVENUE, 4.3
 PN0699'FT. NORTHEAST OF NORTHEAST CORNER OF MAIN BUILDING, ON TOP OF
 PN0699'SOUTHEAST CORNER OF A 3-1/2 FT. SQUARE CONCRETE FLAGPOLE FOUNDATION,
 PN0699'3/4 FT. ABOVE THE GROUND, BEING HIGHEST POINT IN A 2 INCH SQUARE
 PN0699'FORMED BY THE SOUTH AND EAST EDGES AND TWO LINES CUT IN TOP OF
 PN0699'CONCRETE FOUNDATION WITH THE LETTERS B.M. CUT ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0697 ***********************************************************************
 PN0697  DESIGNATION -  902 0220 MENOMINEE USLS
 PN0697  PID         -  PN0697
 PN0697  STATE/COUNTY-  WI/WINNEBAGO
 PN0697  COUNTRY     -  US
 PN0697  USGS QUAD   -  OSHKOSH (2018)
 PN0697
 PN0697                         *CURRENT SURVEY CONTROL
 PN0697  ______________________________________________________________________
 PN0697* NAD 83(1986) POSITION- 44 01 30.     (N) 088 31 12.     (W)   SCALED
 PN0697* NAVD 88 ORTHO HEIGHT -   228.382 (meters)      749.28  (feet) ADJUSTED
 PN0697  ______________________________________________________________________
 PN0697  GEOID HEIGHT    -        -36.282 (meters)                     GEOID18
 PN0697  DYNAMIC HEIGHT  -        228.338 (meters)      749.14  (feet) COMP
 PN0697  MODELED GRAVITY -    980,422.5   (mgal)                       NAVD 88
 PN0697
 PN0697  VERT ORDER      -  FIRST     CLASS 0
 PN0697
 PN0697.The horizontal coordinates were scaled from a map and have
 PN0697.an estimated accuracy of +/- 6 seconds.
 PN0697
 PN0697.The orthometric height was determined by differential leveling and
 PN0697.adjusted by the NATIONAL GEODETIC SURVEY
 PN0697.in June 1991.
 PN0697
 PN0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0697.GEOID18 height accuracy estimate available here.
 PN0697
 PN0697.Click photographs - Photos may exist for this station.
 PN0697
 PN0697.The dynamic height is computed by dividing the NAVD 88
 PN0697.geopotential number by the normal gravity value computed on the
 PN0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0697.degrees latitude (g = 980.6199 gals.).
 PN0697
 PN0697.The modeled gravity was interpolated from observed gravity values.
 PN0697
 PN0697;                    North         East    Units  Estimated Accuracy
 PN0697;SPC WI S     -   226,020.      718,650.      MT  (+/- 180 meters Scaled)
 PN0697
 PN0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP781757(NAD 83)
 PN0697
 PN0697                          SUPERSEDED SURVEY CONTROL
 PN0697
 PN0697.No superseded survey control is available for this station.
 PN0697
 PN0697_MARKER: I = METAL ROD
 PN0697_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0697_PROJECTION: RECESSED 3 CENTIMETERS
 PN0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0697_ROD/PIPE-DEPTH: 2.13 meters
 PN0697
 PN0697  HISTORY     - Date     Condition        Report By
 PN0697  HISTORY     - 1962     MONUMENTED       USLS
 PN0697  HISTORY     - 1974     GOOD             NOS
 PN0697
 PN0697                          STATION DESCRIPTION
 PN0697
 PN0697'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0697'IN OSHKOSH.
 PN0697'IN OSHKOSH, OPPOSITE THE U.S. NAVAL AND MARINE CORPS RESERVE TRAINING
 PN0697'CENTER BUILDING, 113.0 FT. SOUTHEAST OF THE SOUTHWEST CORNER OF
 PN0697'BUILDING, NEAR SOUTHEAST CORNER OF EAST IRVING AVENUE AND HAZEL ST.,
 PN0697'ON SOUTH SIDE OF EAST IRVING, 53.8 FT. NORTHWEST OF LIGHT POST, 10.2
 PN0697'FT. NORTHWEST OF A LARGE ASH, 6.5 FT. WEST OF THE CENTER OF STORM
 PN0697'SEWER, 1.1 FT. SOUTH OF INNER EDGE OF CURB, 1/2 FT. BELOW THE GROUND
 PN0697'SURFACE, A 5/8 INCH DIAMETER COPPER COATED STEEL ROD, 7 FT. LONG.
 PN0697'(LETTERS B.M. AND ARROW POINTING TO MARK ARE CUT IN TOP OF CURB.)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0698 ***********************************************************************
 PN0698  DESIGNATION -  902 0220 RESERVE USLS
 PN0698  PID         -  PN0698
 PN0698  STATE/COUNTY-  WI/WINNEBAGO
 PN0698  COUNTRY     -  US
 PN0698  USGS QUAD   -  OSHKOSH (2018)
 PN0698
 PN0698                         *CURRENT SURVEY CONTROL
 PN0698  ______________________________________________________________________
 PN0698* NAD 83(1986) POSITION- 44 01 30.     (N) 088 31 12.     (W)   SCALED
 PN0698* NAVD 88 ORTHO HEIGHT -   228.166 (meters)      748.57  (feet) ADJUSTED
 PN0698  ______________________________________________________________________
 PN0698  GEOID HEIGHT    -        -36.282 (meters)                     GEOID18
 PN0698  DYNAMIC HEIGHT  -        228.122 (meters)      748.43  (feet) COMP
 PN0698  MODELED GRAVITY -    980,422.5   (mgal)                       NAVD 88
 PN0698
 PN0698  VERT ORDER      -  FIRST     CLASS 0
 PN0698
 PN0698.The horizontal coordinates were scaled from a map and have
 PN0698.an estimated accuracy of +/- 6 seconds.
 PN0698
 PN0698.The orthometric height was determined by differential leveling and
 PN0698.adjusted by the NATIONAL GEODETIC SURVEY
 PN0698.in June 1991.
 PN0698
 PN0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0698.GEOID18 height accuracy estimate available here.
 PN0698
 PN0698.Click photographs - Photos may exist for this station.
 PN0698
 PN0698.The dynamic height is computed by dividing the NAVD 88
 PN0698.geopotential number by the normal gravity value computed on the
 PN0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0698.degrees latitude (g = 980.6199 gals.).
 PN0698
 PN0698.The modeled gravity was interpolated from observed gravity values.
 PN0698
 PN0698;                    North         East    Units  Estimated Accuracy
 PN0698;SPC WI S     -   226,020.      718,650.      MT  (+/- 180 meters Scaled)
 PN0698
 PN0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP781757(NAD 83)
 PN0698
 PN0698                          SUPERSEDED SURVEY CONTROL
 PN0698
 PN0698.No superseded survey control is available for this station.
 PN0698
 PN0698_MARKER: I = METAL ROD
 PN0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0698_PROJECTION: RECESSED 3 CENTIMETERS
 PN0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0698_ROD/PIPE-DEPTH: 2.74 meters
 PN0698
 PN0698  HISTORY     - Date     Condition        Report By
 PN0698  HISTORY     - 1962     MONUMENTED       USLS
 PN0698  HISTORY     - 1974     GOOD             NOS
 PN0698
 PN0698                          STATION DESCRIPTION
 PN0698
 PN0698'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0698'IN OSHKOSH.
 PN0698'IN OSHKOSH, AT THE U.S. NAVAL AND MARINE CORPS RESERVE TRAINING
 PN0698'CENTER BUILDING, ON THE NORTH SIDE OF EAST IRVING AVENUE, 3.0 FT.
 PN0698'NORTH OF A NORTHEAST CORNER AND IN LINE WITH EAST FACE OF A 3-1/2
 PN0698'FT. SQUARE CONCRETE FLAGPOLE FOUNDATION, 2.8 FT. EAST OF THE
 PN0698'SOUTHEAST CORNER AND IN LIE WITH SOUTH FACE OF MAIN BUILDING, 1/2 FT.
 PN0698'BELOW THE GROUND SURFACE, A 5/8 INCH DIAMETER COPPER COATED STEEL ROD
 PN0698'9 FT. LONG.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0563 ***********************************************************************
 OM0563  DESIGNATION -  902 0240 BOATHOUSE
 OM0563  PID         -  OM0563
 OM0563  STATE/COUNTY-  WI/FOND DU LAC
 OM0563  COUNTRY     -  US
 OM0563  USGS QUAD   -  FOND DU LAC (2018)
 OM0563
 OM0563                         *CURRENT SURVEY CONTROL
 OM0563  ______________________________________________________________________
 OM0563* NAD 83(1986) POSITION- 43 47 41.6    (N) 088 26 20.4    (W)   HD_HELD2
 OM0563* NAVD 88 ORTHO HEIGHT -   228.674 (meters)      750.24  (feet) ADJUSTED
 OM0563  ______________________________________________________________________
 OM0563  GEOID HEIGHT    -        -35.832 (meters)                     GEOID18
 OM0563  DYNAMIC HEIGHT  -        228.627 (meters)      750.09  (feet) COMP
 OM0563  MODELED GRAVITY -    980,409.6   (mgal)                       NAVD 88
 OM0563
 OM0563  VERT ORDER      -  FIRST     CLASS 0
 OM0563
 OM0563.The horizontal coordinates were established by autonomous hand held GPS
 OM0563.observations and have an estimated accuracy of +/- 10 meters.
 OM0563
 OM0563.The orthometric height was determined by differential leveling and
 OM0563.adjusted by the NATIONAL GEODETIC SURVEY
 OM0563.in June 1991.
 OM0563
 OM0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0563.GEOID18 height accuracy estimate available here.
 OM0563
 OM0563.Click photographs - Photos may exist for this station.
 OM0563
 OM0563.The dynamic height is computed by dividing the NAVD 88
 OM0563.geopotential number by the normal gravity value computed on the
 OM0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0563.degrees latitude (g = 980.6199 gals.).
 OM0563
 OM0563.The modeled gravity was interpolated from observed gravity values.
 OM0563
 OM0563;                    North         East    Units  Estimated Accuracy
 OM0563;SPC WI S     -   200,574.      725,620.      MT  (+/- 10 meters HH2 GPS)
 OM0563
 OM0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8423250098(NAD 83)
 OM0563
 OM0563                          SUPERSEDED SURVEY CONTROL
 OM0563
 OM0563.No superseded survey control is available for this station.
 OM0563
 OM0563_MARKER: Q = CHISELED SQUARE
 OM0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0563
 OM0563  HISTORY     - Date     Condition        Report By
 OM0563  HISTORY     - 1962     MONUMENTED       USLS
 OM0563  HISTORY     - 1974     GOOD             NOS
 OM0563
 OM0563                          STATION DESCRIPTION
 OM0563
 OM0563'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0563'IN FOND DU LAC.
 OM0563'IN FOND DU LAC, 0.39 MILE EAST ALONG OREGON STREET FROM THE
 OM0563'INTERSECTION OF MAIN, PAST LAKESIDE PARK TO THE INTERSECTION OF
 OM0563'OREGON STREET AND NORTH PARK AVENUE, NORTHEAST OF THE INTERSECTION,
 OM0563'NEAR THE SOUTHWEST CORNER OF THE NUMICIPAL HARBOR, AT THE NORTHWEST
 OM0563'CORNER AND IN LINE WITH NORTH FACE OF THE WESTERN END OF A ROW OF
 OM0563'BOATHOUSES, 0.5 FT. NORTH OF SOUTH FACE OF STEEL CAPPING, 0.2 FT.
 OM0563'SOUTH OF NORTHWEST CORNER OF BOATHOUSE, 3/4 FT. ABOVE THE GROUND, A
 OM0563'1-1/2 INCH SQUARE FORMED BY TWO CHISELED LINES AND THE EDGES OF THE
 OM0563'STEEL CAPPING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0561 ***********************************************************************
 OM0561  DESIGNATION -  902 0240 POWER
 OM0561  PID         -  OM0561
 OM0561  STATE/COUNTY-  WI/FOND DU LAC
 OM0561  COUNTRY     -  US
 OM0561  USGS QUAD   -  FOND DU LAC (2018)
 OM0561
 OM0561                         *CURRENT SURVEY CONTROL
 OM0561  ______________________________________________________________________
 OM0561* NAD 83(1986) POSITION- 43 47 39.75   (N) 088 26 20.75   (W)   HD_HELD1
 OM0561* NAVD 88 ORTHO HEIGHT -   228.211 (meters)      748.72  (feet) ADJUSTED
 OM0561  ______________________________________________________________________
 OM0561  GEOID HEIGHT    -        -35.831 (meters)                     GEOID18
 OM0561  DYNAMIC HEIGHT  -        228.164 (meters)      748.57  (feet) COMP
 OM0561  MODELED GRAVITY -    980,409.5   (mgal)                       NAVD 88
 OM0561
 OM0561  VERT ORDER      -  SECOND    CLASS I
 OM0561
 OM0561.The horizontal coordinates were determined by differentially corrected
 OM0561.hand held GPS observations or other comparable positioning techniques
 OM0561.and have an estimated accuracy of +/- 3 meters.
 OM0561
 OM0561.The orthometric height was determined by differential leveling and
 OM0561.adjusted by the WI DEPT OF TRANSP
 OM0561.in May 2012.
 OM0561
 OM0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0561.GEOID18 height accuracy estimate available here.
 OM0561
 OM0561.Click photographs - Photos may exist for this station.
 OM0561
 OM0561.The dynamic height is computed by dividing the NAVD 88
 OM0561.geopotential number by the normal gravity value computed on the
 OM0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0561.degrees latitude (g = 980.6199 gals.).
 OM0561
 OM0561.The modeled gravity was interpolated from observed gravity values.
 OM0561
 OM0561;                    North         East    Units  Estimated Accuracy
 OM0561;SPC WI S     -   200,516.4     725,612.8     MT  (+/- 3 meters HH1 GPS) 
 OM0561
 OM0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8422350041(NAD 83)
 OM0561
 OM0561                          SUPERSEDED SURVEY CONTROL
 OM0561
 OM0561  NAVD 88 (04/20/07)  228.182  (m)          748.63   (f) SUPERSEDED  2 1
 OM0561  NAVD 88 (06/15/91)  228.198  (m)          748.68   (f) SUPERSEDED  1 0
 OM0561
 OM0561.Superseded values are not recommended for survey control.
 OM0561
 OM0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0561.See file dsdata.pdf to determine how the superseded data were derived.
 OM0561
 OM0561_MARKER: I = METAL ROD
 OM0561_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OM0561_MARK LOGO: USLS
 OM0561_PROJECTION: PROJECTING 3 CENTIMETERS
 OM0561_MAGNETIC: I = MARKER IS A STEEL ROD
 OM0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0561+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2024
 OM0561_ROD/PIPE-DEPTH: 4.27 meters
 OM0561
 OM0561  HISTORY     - Date     Condition        Report By
 OM0561  HISTORY     - 1962     MONUMENTED       USLS
 OM0561  HISTORY     - 1974     GOOD             NOS
 OM0561  HISTORY     - 19990213 GOOD             WIDT
 OM0561  HISTORY     - 20030722 GOOD             USPSQD
 OM0561  HISTORY     - 20050405 GOOD             WIDT
 OM0561  HISTORY     - 20060929 GOOD             USPSQD
 OM0561  HISTORY     - 20120326 GOOD             CITFDL
 OM0561  HISTORY     - 20180517 GOOD             WI-039
 OM0561  HISTORY     - 20241211 SEE DESCRIPTION  WI1730
 OM0561
 OM0561                          STATION DESCRIPTION
 OM0561
 OM0561'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0561'IN FOND DU LAC.
 OM0561'IN FOND DU LAC, 0.39 MILE EAST ALONG OREGON STREET FROM THE
 OM0561'INTERSECTION OF MAIN, PAST LAKESIDE PARK TO THE SOUTHEAST CORNER OF
 OM0561'THE INTERSECTION OF OREGON STREET AND NORTH PARK AVENUE, 84.2 FT.
 OM0561'EAST OF CENTERLINE OF NORTH PARK AVENUE, 63.0 FT. NORTH OF CENTERLINE
 OM0561'OF ABANDONED CHICAGO AND NORTH WESTERN RAILWAY ROADBED, AT
 OM0561'INTERSECTION OF DIAGONALS FROM FOUR LEGS OF THE FIRST TRANSMISSION
 OM0561'TOWER EAST OF NORTH PARK AVENUE, 1/2 FT. BELOW GROUND SURFACE, A 5/8
 OM0561'INCH DIAMETER COPPER COATED STEEL ROD 14 FT. LONG.
 OM0561
 OM0561                          STATION RECOVERY (1999)
 OM0561
 OM0561'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (GRS)
 OM0561'THE STATION IS LOCATED IN FOND DU LAC.  OWNERSHIP--CITY OF FOND DU
 OM0561'LAC.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 45 AND 151
 OM0561'AND STATE HIGHWAY 175 AT THE INTERSECTION OF MAIN STREET AND SCOTT
 OM0561'STREET IN THE CITY OF FOND DU LAC, GO EAST ON US HIGHWAY 151 (SCOTT
 OM0561'STREET) FOR 0.5 KM (0.30 MI) TO WHERE HIGHWAY 151 ANGLES LEFT, TURN
 OM0561'LEFT AND GO NORTHEAST ON US HIGHWAY 151 (WINNEBAGO DRIVE) FOR 0.2 KM
 OM0561'(0.10 MI) TO PARK AVENUE, TURN LEFT AND GO NORTH ON PARK AVENUE FOR
 OM0561'0.24 KM (0.15 MI) TO HARBOR VIEW DRIVE, CONTINUE NORTH ON PARK AVENUE
 OM0561'TO THE STATION ON THE RIGHT.  THE STATION IS A 2 CM (0.625-INCH)
 OM0561'DIAMETER COPPER COATED STEEL ROD RECESSED 15 CM (6-INCHES) BELOW THE
 OM0561'GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 26.4 M
 OM0561'(86.6 FT) EAST OF THE CENTERLINE OF PARK AVENUE, 23.3 M (76.4 FT)
 OM0561'NORTH OF THE CENTERLINE OF HARBOR VIEW DRIVE, 21.4 M (70.2 FT)
 OM0561'NORTHEAST OF UTILITY POLE --15-17-2.3 12/19--, 11.0 M (36.1 FT) NORTH
 OM0561'OF THE CENTERLINE OF A PAVED PEDESTRIAN PATH, AND 4.9 M (16.1 FT) FROM
 OM0561'EACH OF THE FOUR LEGS OF THE HIGH-VOLTAGE TRANSMISSION LINE TOWER.
 OM0561'---NOTE---VISIBLE OBSTRUCTION AT THIS STATION IS THE HIGH-VOLTAGE
 OM0561'TRANSMISSION LINE TOWER DIRECTLY OVER THE STATION RESULTING IN
 OM0561'BLOCKAGE IN ALL QUADRANTS.
 OM0561
 OM0561                          STATION RECOVERY (2003)
 OM0561
 OM0561'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0561'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS AT GROUND LEVEL
 OM0561'AND PAINTED RED.
 OM0561
 OM0561                          STATION RECOVERY (2005)
 OM0561
 OM0561'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0561'RECOVERED IN GOOD CONDITION.
 OM0561
 OM0561                          STATION RECOVERY (2006)
 OM0561
 OM0561'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0561'RECOVERED IN GOOD CONDITION.
 OM0561
 OM0561                          STATION RECOVERY (2012)
 OM0561
 OM0561'RECOVERY NOTE BY CITY OF FOND DU LAC 2012 (DRB)
 OM0561'RECOVERED AS DESCRIBED IN GOOD CONDITION
 OM0561
 OM0561                          STATION RECOVERY (2018)
 OM0561
 OM0561'RECOVERY NOTE BY FOND DU LAC COUNTY WISCONSIN 2018 (JWF)
 OM0561'RECOVERED IN GOOD CONDITION.
 OM0561
 OM0561                          STATION RECOVERY (2024)
 OM0561
 OM0561'RECOVERY NOTE BY CITY OF FOND DU LAC, WISCONSIN 2024 (JWF)
 OM0561'IRON ROD STICKING UP ABOUT AN INCH, GOOD CHANCE OF BEING DAMAGED OR
 OM0561'ELEVATION CHANGED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0135 ***********************************************************************
 PO0135  DESIGNATION -  904
 PO0135  PID         -  PO0135
 PO0135  STATE/COUNTY-  WI/JACKSON
 PO0135  COUNTRY     -  US
 PO0135  USGS QUAD   -  MERRILLAN (2018)
 PO0135
 PO0135                         *CURRENT SURVEY CONTROL
 PO0135  ______________________________________________________________________
 PO0135* NAD 83(1986) POSITION- 44 24 14.     (N) 090 48 47.     (W)   SCALED
 PO0135* NAVD 88 ORTHO HEIGHT -   275.353 (meters)      903.39  (feet) ADJUSTED
 PO0135  ______________________________________________________________________
 PO0135  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 PO0135  DYNAMIC HEIGHT  -        275.310 (meters)      903.25  (feet) COMP
 PO0135  MODELED GRAVITY -    980,456.2   (mgal)                       NAVD 88
 PO0135
 PO0135  VERT ORDER      -  SECOND    CLASS 0
 PO0135
 PO0135.The horizontal coordinates were scaled from a map and have
 PO0135.an estimated accuracy of +/- 6 seconds.
 PO0135
 PO0135.The orthometric height was determined by differential leveling and
 PO0135.adjusted by the NATIONAL GEODETIC SURVEY
 PO0135.in June 1991.
 PO0135
 PO0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0135.GEOID18 height accuracy estimate available here.
 PO0135
 PO0135.Click photographs - Photos may exist for this station.
 PO0135
 PO0135.The dynamic height is computed by dividing the NAVD 88
 PO0135.geopotential number by the normal gravity value computed on the
 PO0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0135.degrees latitude (g = 980.6199 gals.).
 PO0135
 PO0135.The modeled gravity was interpolated from observed gravity values.
 PO0135
 PO0135;                    North         East    Units  Estimated Accuracy
 PO0135;SPC WI C     -    63,720.      535,240.      MT  (+/- 180 meters Scaled)
 PO0135
 PO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK741190(NAD 83)
 PO0135
 PO0135                          SUPERSEDED SURVEY CONTROL
 PO0135
 PO0135  NGVD 29 (??/??/92)  275.355  (m)          903.39   (f) ADJ UNCH    2 0
 PO0135
 PO0135.Superseded values are not recommended for survey control.
 PO0135
 PO0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0135.See file dsdata.pdf to determine how the superseded data were derived.
 PO0135
 PO0135_MARKER: DD = SURVEY DISK
 PO0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0135_SP_SET: BRIDGE ABUTMENT
 PO0135_STAMPING: 904 1923
 PO0135_MARK LOGO: USGS
 PO0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0135
 PO0135  HISTORY     - Date     Condition        Report By
 PO0135  HISTORY     - 1923     MONUMENTED       USGS
 PO0135  HISTORY     - 1934     GOOD             CGS
 PO0135
 PO0135                          STATION DESCRIPTION
 PO0135
 PO0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0135'3.7 MI S FROM MERRILLAN.
 PO0135'3.7 MILES SOUTH OF BY RAILROAD ALONG THE CHICAGO MINNEAPOLIS ST
 PO0135'PAUL AND OMAHA RR IN EAST END OF SOUTH ABUTMENT OF BRIDGE 137
 PO0135'MP 135 + 16 1/2 P B M 903.6 PAINTED ON THE ABUTMENT
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0118 ***********************************************************************
 OM0118  DESIGNATION -  905
 OM0118  PID         -  OM0118
 OM0118  STATE/COUNTY-  WI/MILWAUKEE
 OM0118  COUNTRY     -  US
 OM0118  USGS QUAD   -  WAUWATOSA (2018)
 OM0118
 OM0118                         *CURRENT SURVEY CONTROL
 OM0118  ______________________________________________________________________
 OM0118* NAD 83(1986) POSITION- 43 04 03.4    (N) 088 01 38.6    (W)   HD_HELD2
 OM0118* NAVD 88 ORTHO HEIGHT -   213.248 (meters)      699.63  (feet) ADJUSTED
 OM0118  ______________________________________________________________________
 OM0118  GEOID HEIGHT    -        -35.025 (meters)                     GEOID18
 OM0118  DYNAMIC HEIGHT  -        213.191 (meters)      699.44  (feet) COMP
 OM0118  MODELED GRAVITY -    980,352.0   (mgal)                       NAVD 88
 OM0118
 OM0118  VERT ORDER      -  SECOND    CLASS 0
 OM0118
 OM0118.The horizontal coordinates were established by autonomous hand held GPS
 OM0118.observations and have an estimated accuracy of +/- 10 meters.
 OM0118
 OM0118.The orthometric height was determined by differential leveling and
 OM0118.adjusted by the NATIONAL GEODETIC SURVEY
 OM0118.in June 1991.
 OM0118
 OM0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0118.GEOID18 height accuracy estimate available here.
 OM0118
 OM0118.Click photographs - Photos may exist for this station.
 OM0118
 OM0118.The dynamic height is computed by dividing the NAVD 88
 OM0118.geopotential number by the normal gravity value computed on the
 OM0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0118.degrees latitude (g = 980.6199 gals.).
 OM0118
 OM0118.The modeled gravity was interpolated from observed gravity values.
 OM0118
 OM0118;                    North         East    Units  Estimated Accuracy
 OM0118;SPC WI S     -   120,502.      760,649.      MT  (+/- 10 meters HH2 GPS)
 OM0118
 OM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1635068835(NAD 83)
 OM0118
 OM0118                          SUPERSEDED SURVEY CONTROL
 OM0118
 OM0118  NGVD 29 (??/??/92)  213.332  (m)          699.91   (f) ADJ UNCH    2 0
 OM0118
 OM0118.Superseded values are not recommended for survey control.
 OM0118
 OM0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0118.See file dsdata.pdf to determine how the superseded data were derived.
 OM0118
 OM0118_MARKER: DD = SURVEY DISK
 OM0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0118+STABILITY: SURFACE MOTION
 OM0118
 OM0118  HISTORY     - Date     Condition        Report By
 OM0118  HISTORY     - UNK      MONUMENTED       WI3100
 OM0118  HISTORY     - 1966     GOOD             CGS
 OM0118  HISTORY     - 1990     GOOD             USPSQD
 OM0118  HISTORY     - 20060624 MARK NOT FOUND   USPSQD
 OM0118
 OM0118                          STATION DESCRIPTION
 OM0118
 OM0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OM0118'AT MILWAUKEE.
 OM0118'LOCATED AT 92 STREET AND WEST CENTER STREET, 16.3 FEET SOUTH
 OM0118'OF A CURB CORNER 10 FEET EAST OF EAST LANE OF 92 STREET, SET IN
 OM0118'THE TOP OF A CONCRETE POST.
 OM0118
 OM0118                          STATION RECOVERY (1990)
 OM0118
 OM0118'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 OM0118'RECOVERED IN GOOD CONDITION.
 OM0118
 OM0118                          STATION RECOVERY (2006)
 OM0118
 OM0118'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0118'THE STATION WAS NOT FOUND.  THE SOUTHEAST QUADRANT OF THE INTERSECTION
 OM0118'IS COVERED WITH ASPHALT BETWEEN THE SIDEWALK AND CURBING AND TO THE
 OM0118'EAST AS A PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0790 ***********************************************************************
 NH0790  DESIGNATION -  907
 NH0790  PID         -  NH0790
 NH0790  STATE/COUNTY-  WI/DANE
 NH0790  COUNTRY     -  US
 NH0790  USGS QUAD   -  VERONA (2018)
 NH0790
 NH0790                         *CURRENT SURVEY CONTROL
 NH0790  ______________________________________________________________________
 NH0790* NAD 83(1991) POSITION- 42 54 42.48061(N) 089 30 44.00507(W)   ADJUSTED
 NH0790* NAD 83(1991) ELLIP HT-   242.300 (meters)        (10/21/99)   ADJUSTED
 NH0790* NAVD 88 ORTHO HEIGHT -   276.210 (meters)      906.20  (feet) ADJUSTED
 NH0790  ______________________________________________________________________
 NH0790  GEOID HEIGHT    -        -34.043 (meters)                     GEOID18
 NH0790  NAD 83(1991) X  -     39,831.629 (meters)                     COMP
 NH0790  NAD 83(1991) Y  - -4,678,638.117 (meters)                     COMP
 NH0790  NAD 83(1991) Z  -  4,320,495.582 (meters)                     COMP
 NH0790  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 NH0790  DYNAMIC HEIGHT  -        276.132 (meters)      905.94  (feet) COMP
 NH0790  MODELED GRAVITY -    980,331.6   (mgal)                       NAVD 88
 NH0790
 NH0790  HORZ ORDER      -  SECOND
 NH0790  VERT ORDER      -  SECOND    CLASS I
 NH0790  ELLP ORDER      -  FOURTH    CLASS I
 NH0790
 NH0790.The horizontal coordinates were established by GPS observations
 NH0790.and adjusted by the National Geodetic Survey in November 1991.
 NH0790
 NH0790.The orthometric height was determined by differential leveling and
 NH0790.adjusted by the WI DEPT OF TRANSP
 NH0790.in May 2012.
 NH0790
 NH0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0790.GEOID18 height accuracy estimate available here.
 NH0790
 NH0790.Click photographs - Photos may exist for this station.
 NH0790
 NH0790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0790
 NH0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0790
 NH0790.The ellipsoidal height was determined by GPS observations
 NH0790.and is referenced to NAD 83.
 NH0790
 NH0790.The dynamic height is computed by dividing the NAVD 88
 NH0790.geopotential number by the normal gravity value computed on the
 NH0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0790.degrees latitude (g = 980.6199 gals.).
 NH0790
 NH0790.The modeled gravity was interpolated from observed gravity values.
 NH0790
 NH0790. The following values were computed from the NAD 83(1991) position.
 NH0790
 NH0790;                    North         East     Units Scale Factor Converg.
 NH0790;SPC WI S     -   101,409.094   639,829.130   MT  0.99996880   +0 20 06.5
 NH0790;SPC WI S     -   332,706.34  2,099,172.74   sFT  0.99996880   +0 20 06.5
 NH0790;UTM  16      - 4,754,082.444   294,935.257   MT  1.00011736   -1 42 39.9
 NH0790
 NH0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0790!SPC WI S     -   0.99996200  x   0.99996880  =   0.99993080
 NH0790!UTM  16      -   0.99996200  x   1.00011736  =   1.00007936
 NH0790
 NH0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9493554082(NAD 83)
 NH0790
 NH0790                          SUPERSEDED SURVEY CONTROL
 NH0790
 NH0790  NAD 83(1986)-  42 54 42.47298(N)    089 30 44.00766(W) AD(       ) 2
 NH0790  NAD 27      -  42 54 42.46940(N)    089 30 43.56923(W) AD(       ) 2
 NH0790  NAVD 88 (04/20/07)  276.192  (m)          906.14   (f) SUPERSEDED  2 1
 NH0790  NAVD 88 (06/15/91)  276.153  (m)          906.01   (f) SUPERSEDED  2 1
 NH0790  NGVD 29 (??/??/92)  276.224  (m)          906.24   (f) ADJ UNCH    2 0
 NH0790  NGVD 29 (04/21/89)  276.2    (m)  RAPSU86  model used  GPS OBS        
 NH0790
 NH0790.Superseded values are not recommended for survey control.
 NH0790
 NH0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0790.See file dsdata.pdf to determine how the superseded data were derived.
 NH0790
 NH0790_MARKER: P = PIPE CAP
 NH0790_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0790_STAMPING: WIS 907 1919
 NH0790_MARK LOGO: USGS
 NH0790_PROJECTION: PROJECTING 14 CENTIMETERS
 NH0790_MAGNETIC: P = MARKER IS A STEEL PIPE
 NH0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0790+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0790
 NH0790  HISTORY     - Date     Condition        Report By
 NH0790  HISTORY     - 1919     MONUMENTED       USGS
 NH0790  HISTORY     - 1934     GOOD             CGS
 NH0790  HISTORY     - 19880915 GOOD             NGS
 NH0790  HISTORY     - 2001     POOR             WIDT
 NH0790  HISTORY     - 20070731 POOR             WIDT
 NH0790  HISTORY     - 20120703 POOR             WIDT
 NH0790
 NH0790                          STATION DESCRIPTION
 NH0790
 NH0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0790'AT BASCO.
 NH0790'AT BASCO.  ALONG THE ILLINOIS CENTRAL RAILROAD AT THE DEPOT.
 NH0790'BRONZE CAPPED IRON PIPE SET 70 FEET NORTH BY 150 FEET EAST OF
 NH0790'THE DEPOT, 20 FEET EAST OF THE TURN IN THE ROAD, 2 FEET WEST OF
 NH0790'FENCE, 3 FEET ABOVE RAIL LEVEL.
 NH0790
 NH0790                          STATION RECOVERY (1988)
 NH0790
 NH0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NH0790'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTHEAST OF VERONA, 4.8
 NH0790'KM (3.00 MI) NORTH-NORTHEAST OF BELLEVILLE, 12.8 KM (7.95 MI)
 NH0790'EAST-NORTHEAST OF PRIMROSE AND IN THE VILLAGE OF BASCO.
 NH0790'OWNERSHIP--STATE OF WISCONSIN, CONTACT ROGER C. HODEL, CHAIRMAN, TOWN
 NH0790'OF MONTROSE, ROUTE 1, BELLEVILLE, WI 53508, PHONE 608-424-6177.
 NH0790'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69 AND HENRY
 NH0790'ROAD IN BASCO, GO EASTERLY ON HENRY ROAD FOR 0.3 KM (0.20 MI) TO
 NH0790'UNUSED RAILROAD.  CONTINUE ON HENRY ROAD FOR 36.58 M (120.0 FT) TO
 NH0790'STATION ON THE RIGHT.
 NH0790'THE STATION IS A STANDARD USGS BENCH MARK DISK STAMPED---WIS 907
 NH0790'1919---, RIVETED TO THE TOP OF A 0.1 M (0.3 FT) PIPE DRIVEN INTO THE
 NH0790'GROUND.  LOCATED 14.8 M (48.6 FT) SOUTHEAST FROM CENTER OF ROAD, 8.2 M
 NH0790'(26.9 FT) EAST FROM UTILITY POLE N4656 AND 3.8 M (12.5 FT) SOUTH FROM
 NH0790'A CARSONITE WITNESS POST.
 NH0790'DANE COUNTY PART II, WI, 1988.
 NH0790'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH0790'DESCRIBED BY J.D. RIGNEY, JR.
 NH0790
 NH0790                          STATION RECOVERY (2001)
 NH0790
 NH0790'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0790'THE STATION IS LOCATED ABOUT 22 KM SOUTHWEST OF MADISON, 9 KM
 NH0790'SOUTH-SOUTHEAST OF VERONA, AND 6 KM NORTH-NORTHEAST OF BELLEVILLE.
 NH0790'OWNERSHIP--TOWN OF MONTROSE. TO REACH THE STATION FROM THE JUNCTION
 NH0790'OF US HIGHWAY 18 AND US HIGHWAY 151 WITH STATE HIGHWAY 69 ABOUT 1.6
 NH0790'KM SOUTHWEST OF THE CITY OF VERONA, GO SOUTH ON STATE HIGHWAY 69 FOR
 NH0790'8.4 KM KM TO HENRY ROAD, TURN LEFT AND GO EAST ON HENRY ROAD FOR 0.3
 NH0790'KM TO AN OLD RAILROAD BED AND THE STATION ON THE RIGHT. THE STATION
 NH0790'IS A BRONZE US GEOLOGICAL SURVEY BENCH MARK DISK SET ON THE TOP OF A
 NH0790'9-CM DIAMETER PIPE AND ABOUT 0.5 M ABOVE THE ROAD PAVEMENT. THE
 NH0790'STATION IS 15.1 M SOUTH OF THE CENTERLINE OF HENRY ROAD, 64.0 M EAST
 NH0790'OF POWERPOLE --5-8-14.2 8/34--, 36 M EAST OF AN OLD RAILROAD BED, 11
 NH0790'M EAST OF THE CENTER OF A FIELD LANE, 6.0 M SOUTHEAST OF POWER POLE
 NH0790'--5-8-14.2 4/32--, AND 3.8 M SOUTH OF WIRE FENCE.  ---NOTE---THE
 NH0790'STATION IS 3.8 M SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 NH0790'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 NH0790'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POLE TO THE NORTHEAST
 NH0790'EXTENDING TO 60 DEGREES AND TREES TO THE NORTH EXTENDING TO 25
 NH0790'DEGREES.
 NH0790
 NH0790                          STATION RECOVERY (2007)
 NH0790
 NH0790'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 NH0790'RECOVERED IN POOR CONDITION.  ADD-- THE STATION IS 0.15 M
 NH0790'NORTH-NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTE1-- THE
 NH0790'PIPE IS LEANING 10 DEGREES OFF OF VERTICAL TO THE EAST.  NOTE2--
 NH0790'VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH EXTENDING
 NH0790'TO 30 DEGREES, TREES TO THE WEST EXTENDING TO 20 DEGREES, AND A POWER
 NH0790'POLE EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
 NH0790
 NH0790                          STATION RECOVERY (2012)
 NH0790
 NH0790'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 NH0790'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ7749 ***********************************************************************
 DQ7749  DESIGNATION -  908 7057 77 15
 DQ7749  PID         -  DQ7749
 DQ7749  STATE/COUNTY-  WI/MILWAUKEE
 DQ7749  COUNTRY     -  US
 DQ7749  USGS QUAD   -  MILWAUKEE (2018)
 DQ7749
 DQ7749                         *CURRENT SURVEY CONTROL
 DQ7749  ______________________________________________________________________
 DQ7749* NAD 83(2011) POSITION- 43 00 09.94309(N) 087 53 14.37031(W)   ADJUSTED
 DQ7749* NAD 83(2011) ELLIP HT-   143.888 (meters)        (09/20/18)   ADJUSTED
 DQ7749* NAD 83(2011) EPOCH   -  2010.00
 DQ7749* NAVD 88 ORTHO HEIGHT -   179.009 (meters)      587.30  (feet) ADJUSTED
 DQ7749  ______________________________________________________________________
 DQ7749  GEOID HEIGHT    -        -35.126 (meters)                     GEOID18
 DQ7749  NAD 83(2011) X  -    172,226.687 (meters)                     COMP
 DQ7749  NAD 83(2011) Y  - -4,668,673.643 (meters)                     COMP
 DQ7749  NAD 83(2011) Z  -  4,327,824.295 (meters)                     COMP
 DQ7749  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 DQ7749  DYNAMIC HEIGHT  -        178.960 (meters)      587.14  (feet) COMP
 DQ7749  MODELED GRAVITY -    980,345.7   (mgal)                       NAVD 88
 DQ7749
 DQ7749  VERT ORDER      -  SECOND    CLASS I
 DQ7749
 DQ7749  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7749  Standards:
 DQ7749         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7749            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7749  -------------------------------------------------------------------
 DQ7749  NETWORK    0.32   0.73           0.15   0.10   0.37     -0.01338891
 DQ7749  -------------------------------------------------------------------
 DQ7749  Click here for local accuracies and other accuracy information.
 DQ7749
 DQ7749.The horizontal coordinates were established by GPS observations
 DQ7749.and adjusted by the National Geodetic Survey in September 2018.
 DQ7749
 DQ7749.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7749.been affixed to the stable North American tectonic plate. See 
 DQ7749.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7749
 DQ7749.The horizontal coordinates are valid at the epoch date displayed above
 DQ7749.which is a decimal equivalence of Year/Month/Day.
 DQ7749
 DQ7749.The orthometric height was determined by differential leveling and
 DQ7749.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7749.in July 2020.
 DQ7749
 DQ7749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7749.GEOID18 height accuracy estimate available here.
 DQ7749
 DQ7749.Click photographs - Photos may exist for this station.
 DQ7749
 DQ7749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7749
 DQ7749.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7749
 DQ7749.The ellipsoidal height was determined by GPS observations
 DQ7749.and is referenced to NAD 83.
 DQ7749
 DQ7749.The dynamic height is computed by dividing the NAVD 88
 DQ7749.geopotential number by the normal gravity value computed on the
 DQ7749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7749.degrees latitude (g = 980.6199 gals.).
 DQ7749
 DQ7749.The modeled gravity was interpolated from observed gravity values.
 DQ7749
 DQ7749. The following values were computed from the NAD 83(2011) position.
 DQ7749
 DQ7749;                    North         East     Units Scale Factor Converg.
 DQ7749;SPC WI S     -   113,579.315   772,235.935   MT  0.99995659   +1 27 05.9
 DQ7749;SPC WI S     -   372,634.80  2,533,577.40   sFT  0.99995659   +1 27 05.9
 DQ7749;UTM  16      - 4,761,503.470   427,678.628   MT  0.99966434   -0 36 18.8
 DQ7749
 DQ7749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7749!SPC WI S     -   0.99997744  x   0.99995659  =   0.99993403
 DQ7749!UTM  16      -   0.99997744  x   0.99966434  =   0.99964178
 DQ7749
 DQ7749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2767861503(NAD 83)
 DQ7749
 DQ7749|---------------------------------------------------------------------|
 DQ7749| PID    Reference Object                     Distance      Geod. Az  |
 DQ7749|                                                           dddmmss.s |
 DQ7749| AA8061 MILWAUKEE A                         140.341 METERS 27112     |
 DQ7749|---------------------------------------------------------------------|
 DQ7749
 DQ7749                          SUPERSEDED SURVEY CONTROL
 DQ7749
 DQ7749  NAVD 88 (09/20/18)  179.02   (m)  GEOID12B model used  GPS OBS        
 DQ7749
 DQ7749.Superseded values are not recommended for survey control.
 DQ7749
 DQ7749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ7749.See file dsdata.pdf to determine how the superseded data were derived.
 DQ7749
 DQ7749_MARKER: DD = SURVEY DISK
 DQ7749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ7749_SP_SET: SEAWALL
 DQ7749_STAMPING: 77+15 KEWAUNEE PROJECT OFF. 1977
 DQ7749_MARK LOGO: USACE
 DQ7749_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7749+STABILITY: SURFACE MOTION
 DQ7749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7749+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DQ7749
 DQ7749  HISTORY     - Date     Condition        Report By
 DQ7749  HISTORY     - 1977     MONUMENTED       USACE
 DQ7749  HISTORY     - 20150807 GOOD             CO-OPS
 DQ7749  HISTORY     - 20220804 GOOD             NGS
 DQ7749  HISTORY     - 20220823 GOOD             CO-OPS
 DQ7749
 DQ7749                          STATION DESCRIPTION
 DQ7749
 DQ7749'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2015 (PTR)
 DQ7749'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-SOUTHEAST OF
 DQ7749'WAUWATOSA, 6.5 MI (10.5 KM) NORTH-NORTHWEST OF SOUTH MILWAUKEE AND 2.7
 DQ7749'MI (4.3 KM) SOUTH-SOUTHEAST OF MILWAUKEE.
 DQ7749'
 DQ7749'TO REACH IN MILWAUKEE FROM THE INTERSECTION OF I-794 AND CARFERRY ST,
 DQ7749'PROCEED EAST ON CARFERRY ST. FOR 0.48 KM (0.30 MI) TO THE INTERSECTION
 DQ7749'WITH LINCOLN MEMORIAL DRIVE, THEN PROCEED SOUTH ON LINCOLN MEMORIAL
 DQ7749'DRIVE FOR 0.161 KM (0.1 MI) TO THE U.S. COAST GUARD STATION, SET IN A
 DQ7749'MASSIVE CONCRETE SEAWALL.
 DQ7749'
 DQ7749'IT IS 19.4 M (63.6 FT) NORTH OF A STEEL CLEAT (2ND ONE SOUTH OF NORTH
 DQ7749'END OF USCG BOAT BASIN), 15.5 M (50.9 FT) SOUTH OF NORTHWEST BOLLARD,
 DQ7749'8.8 M (28.9 FT) WEST OF A LIGHT POLE AND 1.85 M (6.1 FT) EAST OF
 DQ7749'SEAWALL.
 DQ7749
 DQ7749                          STATION RECOVERY (2022)
 DQ7749
 DQ7749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DQ7749'RECOVERED IN GOOD CONDITION.
 DQ7749
 DQ7749                          STATION RECOVERY (2022)
 DQ7749
 DQ7749'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ7749'U.S. COAST GUARD SECTOR LAKE MICHIGAN IS LOCATED AT 2420 S LINCOLN
 DQ7749'MEMORIAL DR. MILWAUKEE, WI 53207.  PHONE NUMBER IS (414)747-7100.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC8302 ***********************************************************************
 AC8302  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC8302  DESIGNATION -  908 7057 F
 AC8302  PID         -  AC8302
 AC8302  STATE/COUNTY-  WI/MILWAUKEE
 AC8302  COUNTRY     -  US
 AC8302  USGS QUAD   -  MILWAUKEE (2018)
 AC8302
 AC8302                         *CURRENT SURVEY CONTROL
 AC8302  ______________________________________________________________________
 AC8302* NAD 83(1986) POSITION- 43 00 04.95   (N) 087 53 20.12   (W)   HD_HELD1
 AC8302* NAVD 88 ORTHO HEIGHT -   181.776 (meters)      596.38  (feet) ADJUSTED
 AC8302  ______________________________________________________________________
 AC8302  GEOID HEIGHT    -        -35.122 (meters)                     GEOID18
 AC8302  DYNAMIC HEIGHT  -        181.727 (meters)      596.22  (feet) COMP
 AC8302  MODELED GRAVITY -    980,345.6   (mgal)                       NAVD 88
 AC8302
 AC8302  VERT ORDER      -  SECOND    CLASS I
 AC8302
 AC8302.The horizontal coordinates were determined by differentially corrected
 AC8302.hand held GPS observations or other comparable positioning techniques
 AC8302.and have an estimated accuracy of +/- 3 meters.
 AC8302
 AC8302.The orthometric height was determined by differential leveling and
 AC8302.adjusted by the NATIONAL GEODETIC SURVEY
 AC8302.in July 2020.
 AC8302
 AC8302.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8302.GEOID18 height accuracy estimate available here.
 AC8302
 AC8302.This Water Level Mark is designated as VM 13208
 AC8302.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC8302
 AC8302.Click photographs - Photos may exist for this station.
 AC8302
 AC8302.The dynamic height is computed by dividing the NAVD 88
 AC8302.geopotential number by the normal gravity value computed on the
 AC8302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8302.degrees latitude (g = 980.6199 gals.).
 AC8302
 AC8302.The modeled gravity was interpolated from observed gravity values.
 AC8302
 AC8302;                    North         East    Units  Estimated Accuracy
 AC8302;SPC WI S     -   113,422.0     772,109.7     MT  (+/- 3 meters HH1 GPS) 
 AC8302
 AC8302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2754661350(NAD 83)
 AC8302
 AC8302                          SUPERSEDED SURVEY CONTROL
 AC8302
 AC8302  NAVD 88 (07/23/97)  181.773  (m)          596.37   (f) SUPERSEDED  2 1
 AC8302
 AC8302.Superseded values are not recommended for survey control.
 AC8302
 AC8302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8302.See file dsdata.pdf to determine how the superseded data were derived.
 AC8302
 AC8302_MARKER: DB = BENCH MARK DISK
 AC8302_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC8302+WITH SETTING: PAVEMENT
 AC8302_SP_SET: FLAGPOLE BASE
 AC8302_STAMPING: 7057 F 1985
 AC8302_MARK LOGO: NOS
 AC8302_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8302+STABILITY: SURFACE MOTION
 AC8302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8302+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 AC8302
 AC8302  HISTORY     - Date     Condition        Report By
 AC8302  HISTORY     - 1985     MONUMENTED       NOS
 AC8302  HISTORY     - 19940822 GOOD             NOS
 AC8302  HISTORY     - 19950805 GOOD             NOS
 AC8302  HISTORY     - 20051127 GOOD             GEOCAC
 AC8302  HISTORY     - 20060725 GOOD             GEOCAC
 AC8302  HISTORY     - 20150807 GOOD             NGS
 AC8302  HISTORY     - 20180721 GOOD             NOS
 AC8302  HISTORY     - 20220823 GOOD             CO-OPS
 AC8302
 AC8302                          STATION DESCRIPTION
 AC8302
 AC8302'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC8302'AT MILWAUKEE, AT THE U.S.  COAST GUARD BASE, ALONG SOUTH LINCOLN
 AC8302'MEMORIAL DRIVE, 101.9 FEET (31.1 M) SOUTH OF THE NORTHWEST CORNER AND
 AC8302'101.8 FEET (31.0 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE MAIN
 AC8302'COAST GUARD BUILDING, 46.6 FEET (14.2 M) WEST OF THE CENTER OF THE
 AC8302'DOORWAY TO MAIN COAST GUARD BUILDING, 12.5 FEET (3.8 M) EAST NORTHEAST
 AC8302'OF FIRE HYDRANT, SET IN TOP OF A 4.5 X 4.5 FT.  (1.4 M) CONCRETE
 AC8302'FLAGPOLE BASE.
 AC8302
 AC8302                          STATION RECOVERY (1995)
 AC8302
 AC8302'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AC8302'RECOVERED AS DESCRIBED.
 AC8302
 AC8302                          STATION RECOVERY (2005)
 AC8302
 AC8302'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 AC8302'RECOVERED IN GOOD CONDITION.
 AC8302
 AC8302                          STATION RECOVERY (2006)
 AC8302
 AC8302'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 AC8302'RECOVERED IN GOOD CONDITION.
 AC8302
 AC8302                          STATION RECOVERY (2015)
 AC8302
 AC8302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (DW)
 AC8302'RECOVERED IN GOOD CONDITION.
 AC8302
 AC8302                          STATION RECOVERY (2018)
 AC8302
 AC8302'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (BD)
 AC8302'RECOVERED AS DESCRIBED.
 AC8302
 AC8302                          STATION RECOVERY (2022)
 AC8302
 AC8302'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 AC8302'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTHEAST OF GREENDALE, 6.4
 AC8302'MI (10.3 KM) NORTH-NORTHWEST OF SOUTH MILWAUKEE AND 2.7 MI (4.3 KM)
 AC8302'SOUTH-SOUTHEAST OF MILWAUKEE.
 AC8302'
 AC8302'BENCH MARK IS LOCATED IN FRONT PARKING LOT OF U.S. COAST GUARD SECTOR
 AC8302'LAKE MICHIGAN LOCATED AT 2420 S LINCOLN MEMORIAL DR. MILWAUKEE, WI
 AC8302'53207.  PHONE NUMBER IS (414)747-7100.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC8303 ***********************************************************************
 AC8303  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC8303  DESIGNATION -  908 7057 G
 AC8303  PID         -  AC8303
 AC8303  STATE/COUNTY-  WI/MILWAUKEE
 AC8303  COUNTRY     -  US
 AC8303  USGS QUAD   -  MILWAUKEE (2018)
 AC8303
 AC8303                         *CURRENT SURVEY CONTROL
 AC8303  ______________________________________________________________________
 AC8303* NAD 83(1986) POSITION- 43 00 05.96   (N) 087 53 24.80   (W)   HD_HELD1
 AC8303* NAVD 88 ORTHO HEIGHT -   181.682 (meters)      596.07  (feet) ADJUSTED
 AC8303  ______________________________________________________________________
 AC8303  GEOID HEIGHT    -        -35.121 (meters)                     GEOID18
 AC8303  DYNAMIC HEIGHT  -        181.633 (meters)      595.91  (feet) COMP
 AC8303  MODELED GRAVITY -    980,345.7   (mgal)                       NAVD 88
 AC8303
 AC8303  VERT ORDER      -  SECOND    CLASS I
 AC8303
 AC8303.The horizontal coordinates were determined by differentially corrected
 AC8303.hand held GPS observations or other comparable positioning techniques
 AC8303.and have an estimated accuracy of +/- 3 meters.
 AC8303
 AC8303.The orthometric height was determined by differential leveling and
 AC8303.adjusted by the NATIONAL GEODETIC SURVEY
 AC8303.in July 2020.
 AC8303
 AC8303.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8303.GEOID18 height accuracy estimate available here.
 AC8303
 AC8303.This Water Level Mark is designated as VM 13207
 AC8303.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC8303
 AC8303.Click photographs - Photos may exist for this station.
 AC8303
 AC8303.The dynamic height is computed by dividing the NAVD 88
 AC8303.geopotential number by the normal gravity value computed on the
 AC8303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8303.degrees latitude (g = 980.6199 gals.).
 AC8303
 AC8303.The modeled gravity was interpolated from observed gravity values.
 AC8303
 AC8303;                    North         East    Units  Estimated Accuracy
 AC8303;SPC WI S     -   113,450.5     772,002.9     MT  (+/- 3 meters HH1 GPS) 
 AC8303
 AC8303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2744161383(NAD 83)
 AC8303
 AC8303                          SUPERSEDED SURVEY CONTROL
 AC8303
 AC8303  NAVD 88 (07/23/97)  181.681  (m)          596.07   (f) SUPERSEDED  2 1
 AC8303
 AC8303.Superseded values are not recommended for survey control.
 AC8303
 AC8303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8303.See file dsdata.pdf to determine how the superseded data were derived.
 AC8303
 AC8303_MARKER: DB = BENCH MARK DISK
 AC8303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8303_STAMPING: 7057 G 1991
 AC8303_MARK LOGO: NOS
 AC8303_PROJECTION: RECESSED 1 CENTIMETERS
 AC8303_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8303+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 AC8303_ROD/PIPE-DEPTH: 7.32 meters
 AC8303
 AC8303  HISTORY     - Date     Condition        Report By
 AC8303  HISTORY     - 1991     MONUMENTED       NOS
 AC8303  HISTORY     - 19940822 GOOD             NOS
 AC8303  HISTORY     - 19950805 GOOD             NOS
 AC8303  HISTORY     - 20150807 GOOD             NOS
 AC8303  HISTORY     - 20180720 GOOD             NOS
 AC8303  HISTORY     - 20220823 GOOD             CO-OPS
 AC8303
 AC8303                          STATION DESCRIPTION
 AC8303
 AC8303'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC8303'AT MILWAUKEE, AT THE U.S.  NAVAL AND MARINE RESERVE TRAINING CENTER,
 AC8303'ON SOUTH MEMORIAL DRIVE, 111.0 FEET (33.8 M) NORTHWEST OF THE NORTHERN
 AC8303'MOST GUN IN FRONT OF TRAINING CENTER, 20.9 FEET (6.4 M) EAST OF THE
 AC8303'ENTRANCE ON THE NORTH SIDE OF BUILDING, 3.5 FEET (1.1 M) SOUTH OF
 AC8303'SOUTH EDGE OF EAST/WEST SIDEWALK, 3.6 FEET (1.1 M) NORTH OF NORTH FACE
 AC8303'AND AT THE NORTHEAST CORNER OF TRAINING CENTER BUILDING, 0.05 FEET
 AC8303'(1.52 CM) BELOW GROUND WITH ACCESS THROUGH 4 INCH PVC COVER.
 AC8303
 AC8303                          STATION RECOVERY (1995)
 AC8303
 AC8303'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AC8303'RECOVERED AS DESCRIBED.
 AC8303
 AC8303                          STATION RECOVERY (2015)
 AC8303
 AC8303'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 AC8303'RECOVERED AS DESCRIBED.
 AC8303
 AC8303                          STATION RECOVERY (2018)
 AC8303
 AC8303'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (BD)
 AC8303'RECOVERED AS DESCRIBED.
 AC8303
 AC8303                          STATION RECOVERY (2022)
 AC8303
 AC8303'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 AC8303'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST OF
 AC8303'WAUWATOSA, 6.5 MI (10.5 KM) NORTH-NORTHWEST OF SOUTH MILWAUKEE AND 2.7
 AC8303'MI (4.3 KM) SOUTH-SOUTHEAST OF MILWAUKEE.
 AC8303'
 AC8303'TO REACH BENCH MARK 7057 G, IN MILWAUKEE, MILWAUKEE COUNTY, WISCONSIN
 AC8303'FROM THE INTERSECTION OF I-794 AND CARFERRY ST, PROCEED EAST ON
 AC8303'CARFERRY ST. FOR 0.48 KM (0.30 MI) TO THE INTERSECTION WITH LINCOLN
 AC8303'MEMORIAL DRIVE, THEN PROCEED SOUTH ON LINCOLN MEMORIAL DRIVE FOR 0.08
 AC8303'KM (0.05 MI) TO THE U.S. NAVAL AND MARINE RESERVE TRAINING CENTER.
 AC8303'BENCH MARK IS 33.8 M (110.9 FT) NORTHWEST OF THE NORTHERN MOST GUN IN
 AC8303'FRONT OF TRAINING CENTER, 6.4 M (21.0 FT) EAST OF THE ENTRANCE ON THE
 AC8303'NORTH SIDE OF BUILDING, 1.1 M (3.6 FT) SOUTH OF SOUTH EDGE OF
 AC8303'EAST/WEST SIDEWALK, 1.1 M (3.6 FT) NORTH OF NORTH FACE AND AT THE
 AC8303'NORTHEAST CORNER OF TRAINING CENTER BUILDING, 15.2 CM (6 INCHES) BELOW
 AC8303'GROUND WITH ACCESS THROUGH 5 INCH PVC COVER.
 AC8303'
 AC8303'ADDRESS OF BASE IS 2401 S LINCOLN MEMORIAL DR. MILWAUKEE, WI 53207.
 AC8303'PHONE NUMBER FOR BASE IS (414)744-9764.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0278 ***********************************************************************
 OL0278  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OL0278  DESIGNATION -  908 7057 NAVY
 OL0278  PID         -  OL0278
 OL0278  STATE/COUNTY-  WI/MILWAUKEE
 OL0278  COUNTRY     -  US
 OL0278  USGS QUAD   -  MILWAUKEE (2018)
 OL0278
 OL0278                         *CURRENT SURVEY CONTROL
 OL0278  ______________________________________________________________________
 OL0278* NAD 83(1986) POSITION- 43 00 03.79   (N) 087 53 23.10   (W)   HD_HELD1
 OL0278* NAVD 88 ORTHO HEIGHT -   182.999 (meters)      600.39  (feet) ADJUSTED
 OL0278  ______________________________________________________________________
 OL0278  GEOID HEIGHT    -        -35.121 (meters)                     GEOID18
 OL0278  DYNAMIC HEIGHT  -        182.949 (meters)      600.23  (feet) COMP
 OL0278  MODELED GRAVITY -    980,345.9   (mgal)                       NAVD 88
 OL0278
 OL0278  VERT ORDER      -  FIRST     CLASS 0
 OL0278
 OL0278.The horizontal coordinates were determined by differentially corrected
 OL0278.hand held GPS observations or other comparable positioning techniques
 OL0278.and have an estimated accuracy of +/- 3 meters.
 OL0278
 OL0278.The orthometric height was determined by differential leveling and
 OL0278.adjusted by the NATIONAL GEODETIC SURVEY
 OL0278.in June 1991.
 OL0278
 OL0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0278.GEOID18 height accuracy estimate available here.
 OL0278
 OL0278.This Water Level Mark is designated as VM 13205
 OL0278.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OL0278
 OL0278.Click photographs - Photos may exist for this station.
 OL0278
 OL0278.The dynamic height is computed by dividing the NAVD 88
 OL0278.geopotential number by the normal gravity value computed on the
 OL0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0278.degrees latitude (g = 980.6199 gals.).
 OL0278
 OL0278.The modeled gravity was interpolated from observed gravity values.
 OL0278
 OL0278;                    North         East    Units  Estimated Accuracy
 OL0278;SPC WI S     -   113,384.5     772,043.1     MT  (+/- 3 meters HH1 GPS) 
 OL0278
 OL0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2747861315(NAD 83)
 OL0278
 OL0278                          SUPERSEDED SURVEY CONTROL
 OL0278
 OL0278.No superseded survey control is available for this station.
 OL0278
 OL0278_MARKER: DD = SURVEY DISK
 OL0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0278_SP_SET: BUILDING PILLAR FOUNDATION
 OL0278_STAMPING: NAVY 1968 WJM
 OL0278_MARK LOGO: USACE
 OL0278_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0278+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 OL0278
 OL0278  HISTORY     - Date     Condition        Report By
 OL0278  HISTORY     - 1968     MONUMENTED       USACE
 OL0278  HISTORY     - 1972     GOOD             NGS
 OL0278  HISTORY     - 19940822 GOOD             NOS
 OL0278  HISTORY     - 19950805 GOOD             NOS
 OL0278  HISTORY     - 20150807 GOOD             NOS
 OL0278  HISTORY     - 20180720 GOOD             NOS
 OL0278  HISTORY     - 20220823 GOOD             CO-OPS
 OL0278
 OL0278                          STATION DESCRIPTION
 OL0278
 OL0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0278'AT MILWAUKEE.
 OL0278'AT MILWAUKEE, AT THE U.S. NAVAL AND MARINE CORP RESERVE TRAINING
 OL0278'CENTER, ALONG SOUTH LINCOLN MEMORIAL DRIVE, 189 FEET SOUTHWEST
 OL0278'OF THE CENTER LINE OF SOUTH LINCOLN MEMORIAL DRIVE, SET
 OL0278'VERTICALLY IN THE SOUTHEAST FACE OF THE CONCRETE PILLAR OF
 OL0278'BRICK BUILDING, 0.7 FOOT SOUTHWEST OF THE EAST CORNER AND 3.6
 OL0278'FEET ABOVE THE LEVEL OF THE GROUND.  SECTION 9, T 6 N, R 22 E.
 OL0278
 OL0278                          STATION RECOVERY (1994)
 OL0278
 OL0278'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 OL0278'IN MILWAUKEE, AT THE U.S.  NAVAL AND MARINE CORP RESERVE TRAINING
 OL0278'CENTER, ALONG SOUTH LINCOLN MEMORIAL DRIVE, 189 FEET (57.6 M)
 OL0278'SOUTHWEST OF THE CENTER LINE OF SOUTH LINCOLN MEMORIAL DRIVE, SET
 OL0278'VERTICALLY IN THE SOUTHEAST FACE OF THE CONCRETE PILLAR OF BRICK
 OL0278'BUILDING, 0.7 FOOT (21.3 CM) SOUTHWEST OF EAST CORNER AND 3.6 FEET
 OL0278'(1.1 M) ABOVE THE LEVEL OF THE GROUND.  SECTION 9, T 6 N, R 22 E.
 OL0278
 OL0278                          STATION RECOVERY (1995)
 OL0278
 OL0278'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0278'AT MILWAUKEE, AT THE U.S.  NAVAL AND MARINE CORP RESERVE TRAINING
 OL0278'CENTER, ALONG SOUTH LINCOLN MEMORIAL DRIVE, 189 FEET (57.6 M)
 OL0278'SOUTHWEST OF THE CENTER LINE OF SOUTH LINCOLN MEMORIAL DRIVE, SET
 OL0278'VERTICALLY IN THE SOUTHEAST FACE OF THE CONCRETE PILLAR OF BRICK
 OL0278'BUILDING, 0.7 FOOT (21.3 CM) SOUTHWEST OF THE EAST CORNER AND 3.6 FEET
 OL0278'(1.1 M) ABOVE THE LEVEL OF THE GROUND.  SECTION 9, T 6 N, R 22 E.
 OL0278
 OL0278                          STATION RECOVERY (2015)
 OL0278
 OL0278'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (PTR)
 OL0278'RECOVERED AS DESCRIBED.
 OL0278
 OL0278                          STATION RECOVERY (2018)
 OL0278
 OL0278'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (BD)
 OL0278'RECOVERED AS DESCRIBED.
 OL0278
 OL0278                          STATION RECOVERY (2022)
 OL0278
 OL0278'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 OL0278'BENCH MARK IS LOCATED IN A SECURED GATED AREA ON THE MARINE CORPS
 OL0278'RESERVE NAVAL BASE.  ADDRESS OF BASE IS 2401 S LINCOLN MEMORIAL DR.
 OL0278'MILWAUKEE, WI 53207.  PHONE NUMBER FOR BASE IS (414)744-9764.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0279 ***********************************************************************
 OL0279  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OL0279  DESIGNATION -  908 7057 TOWER
 OL0279  PID         -  OL0279
 OL0279  STATE/COUNTY-  WI/MILWAUKEE
 OL0279  COUNTRY     -  US
 OL0279  USGS QUAD   -  MILWAUKEE (2018)
 OL0279
 OL0279                         *CURRENT SURVEY CONTROL
 OL0279  ______________________________________________________________________
 OL0279* NAD 83(1986) POSITION- 43 00 03.4    (N) 087 53 17.8    (W)   HD_HELD2
 OL0279* NAVD 88 ORTHO HEIGHT -   181.896 (meters)      596.77  (feet) ADJUSTED
 OL0279  ______________________________________________________________________
 OL0279  GEOID HEIGHT    -        -35.122 (meters)                     GEOID18
 OL0279  DYNAMIC HEIGHT  -        181.846 (meters)      596.61  (feet) COMP
 OL0279  MODELED GRAVITY -    980,345.8   (mgal)                       NAVD 88
 OL0279
 OL0279  VERT ORDER      -  FIRST     CLASS 0
 OL0279
 OL0279.The horizontal coordinates were established by autonomous hand held GPS
 OL0279.observations and have an estimated accuracy of +/- 10 meters.
 OL0279
 OL0279.The orthometric height was determined by differential leveling and
 OL0279.adjusted by the NATIONAL GEODETIC SURVEY
 OL0279.in June 1998.
 OL0279
 OL0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0279.GEOID18 height accuracy estimate available here.
 OL0279
 OL0279.This Water Level Mark is designated as VM 13209
 OL0279.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OL0279
 OL0279.Click photographs - Photos may exist for this station.
 OL0279
 OL0279.The dynamic height is computed by dividing the NAVD 88
 OL0279.geopotential number by the normal gravity value computed on the
 OL0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0279.degrees latitude (g = 980.6199 gals.).
 OL0279
 OL0279.The modeled gravity was interpolated from observed gravity values.
 OL0279
 OL0279;                    North         East    Units  Estimated Accuracy
 OL0279;SPC WI S     -   113,376.      772,163.      MT  (+/- 10 meters HH2 GPS)
 OL0279
 OL0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2759861302(NAD 83)
 OL0279
 OL0279                          SUPERSEDED SURVEY CONTROL
 OL0279
 OL0279  NAVD 88 (06/15/91)  181.897  (m)          596.77   (f) SUPERSEDED  1 0
 OL0279
 OL0279.Superseded values are not recommended for survey control.
 OL0279
 OL0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0279.See file dsdata.pdf to determine how the superseded data were derived.
 OL0279
 OL0279_MARKER: Q = CHISELED SQUARE
 OL0279_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OL0279+WITH SETTING: PAVEMENT
 OL0279_SP_SET: TOWER FOUNDATION
 OL0279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0279+STABILITY: SURFACE MOTION
 OL0279
 OL0279  HISTORY     - Date     Condition        Report By
 OL0279  HISTORY     - 1968     MONUMENTED       USLS
 OL0279  HISTORY     - 1972     GOOD             NGS
 OL0279  HISTORY     - 19940822 GOOD             NOS
 OL0279  HISTORY     - 19950805 GOOD             NOS
 OL0279  HISTORY     - 20060725 GOOD             GEOCAC
 OL0279
 OL0279                          STATION DESCRIPTION
 OL0279
 OL0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0279'AT MILWAUKEE.
 OL0279'AT MILWAUKEE, AT THE U.S. COAST GUARD BASE, ALONG SOUTH LINCOLN
 OL0279'MEMORIAL DRIVE, 60 FEET SOUTHEAST OF THE CENTER OF THE MAIN
 OL0279'GATE AT ENTRANCE, 128 FEET NORTHEAST OF THE CENTER LINE OF
 OL0279'SOUTH LINCOLN MEMORIAL DRIVE, 64 FEET SOUTH OF A FIRE HYDRANT,
 OL0279'A 1-INCH SQUARE FORMED BY 2 CUT LINES ON THE TOP OF THE WEST
 OL0279'CORNER OF THE CONCRETE FOUNDATION FOR A RADIO TOWER AND 14
 OL0279'INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 9, T 6 N, R 22 E.
 OL0279
 OL0279                          STATION RECOVERY (1994)
 OL0279
 OL0279'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 OL0279'AT MILWAUKEE, AT THE U.S.  COAST GUARD BASE, ALONG SOUTH LINCOLN
 OL0279'MEMORIAL DRIVE, 60 FEET (18.3 M) SOUTHEAST OF THE CENTER OF THE MAIN
 OL0279'GATE AT ENTRANCE, 128 FEET (39.0 M) NORTHEAST OF THE CENTER LINE OF
 OL0279'SOUTH LINCOLN MEMORIAL DRIVE, 64 FEET (19.5 M) SOUTH OF A FIRE
 OL0279'HYDRANT, A 1-INCH SQUARE FORMED BY 2 CUT LINES ON THE TOP OF THE WEST
 OL0279'CORNER OF THE CONCRETE FOUNDATION FOR A RADIO TOWER AND 14 INCHES
 OL0279'ABOVE THE LEVEL OF THE GROUND.  SECTION 9, T 6 N, R 22 E.
 OL0279
 OL0279                          STATION RECOVERY (1995)
 OL0279
 OL0279'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0279'RECOVERED AS DESCRIBED.
 OL0279
 OL0279                          STATION RECOVERY (2006)
 OL0279
 OL0279'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 OL0279'MARK SHOWS SIGNS OF WEAR BUT IS STILL VISIBLE.  THE DUTY
 OL0279'OFFICER SECTION MAY BE REACHED AT 414-747-5555 TO ARRANGE FOR ACCESS
 OL0279'AND/OR ESCORT ON THE US COAST GUARD INSTALLATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0201 ***********************************************************************
 OL0201  DESIGNATION -  908 7062 1 USLS
 OL0201  PID         -  OL0201
 OL0201  STATE/COUNTY-  WI/SHEBOYGAN
 OL0201  COUNTRY     -  US
 OL0201  USGS QUAD   -  SHEBOYGAN NORTH (2018)
 OL0201
 OL0201                         *CURRENT SURVEY CONTROL
 OL0201  ______________________________________________________________________
 OL0201* NAD 83(1986) POSITION- 43 45 00.     (N) 087 42 12.     (W)   SCALED
 OL0201* NAVD 88 ORTHO HEIGHT -   178.838 (meters)      586.74  (feet) ADJUSTED
 OL0201  ______________________________________________________________________
 OL0201  GEOID HEIGHT    -        -35.842 (meters)                     GEOID18
 OL0201  DYNAMIC HEIGHT  -        178.805 (meters)      586.63  (feet) COMP
 OL0201  MODELED GRAVITY -    980,433.6   (mgal)                       NAVD 88
 OL0201
 OL0201  VERT ORDER      -  FIRST     CLASS 0
 OL0201
 OL0201.The horizontal coordinates were scaled from a map and have
 OL0201.an estimated accuracy of +/- 6 seconds.
 OL0201
 OL0201.The orthometric height was determined by differential leveling and
 OL0201.adjusted by the NATIONAL GEODETIC SURVEY
 OL0201.in June 1991.
 OL0201
 OL0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0201.GEOID18 height accuracy estimate available here.
 OL0201
 OL0201.Click photographs - Photos may exist for this station.
 OL0201
 OL0201.The dynamic height is computed by dividing the NAVD 88
 OL0201.geopotential number by the normal gravity value computed on the
 OL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0201.degrees latitude (g = 980.6199 gals.).
 OL0201
 OL0201.The modeled gravity was interpolated from observed gravity values.
 OL0201
 OL0201;                    North         East    Units  Estimated Accuracy
 OL0201;SPC WI S     -   196,960.      784,950.      MT  (+/- 180 meters Scaled)
 OL0201
 OL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP433443(NAD 83)
 OL0201
 OL0201                          SUPERSEDED SURVEY CONTROL
 OL0201
 OL0201.No superseded survey control is available for this station.
 OL0201
 OL0201_MARKER: Z = SEE DESCRIPTION
 OL0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0201_SP_SET: WATER TABLE
 OL0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0201
 OL0201  HISTORY     - Date     Condition        Report By
 OL0201  HISTORY     - UNK      MONUMENTED       USLS
 OL0201  HISTORY     - 1972     GOOD             NGS
 OL0201  HISTORY     - 1974     GOOD             NOS
 OL0201  HISTORY     - 20020101 MARK NOT FOUND   USPSQD
 OL0201  HISTORY     - 20030320 MARK NOT FOUND   USPSQD
 OL0201
 OL0201                          STATION DESCRIPTION
 OL0201
 OL0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0201'AT SHEBOYGAN.
 OL0201'AT SHEBOYGAN, ABOUT 0.75 MILE EAST ALONG PENN AVENUE FROM THE
 OL0201'CHICAGO AND NORTH WESTERN RAILWAY STATION, AT THE SOUTHEAST
 OL0201'CORNER OF THE OFFICERS QUARTERS FOR THE U.S. COAST GUARD STATION
 OL0201'(A 2-STORY RED BRICK BUILDING), 126 FEET SOUTH OF THE CENTER
 OL0201'LINE OF PENN AVENUE, 59 1/2 FEET NORTHWEST OF THE NORTHWEST
 OL0201'LEG OF A STEEL TOWER, AN UNMARKED HIGH POINT ON THE SOUTHEAST
 OL0201'CORNER OF A 1-INCH LEDGE OF WATER TABLE AND 8 INCHES ABOVE THE
 OL0201'LEVEL OF THE GROUND.  SECTION 23, T 15N, R 23E.
 OL0201
 OL0201                          STATION RECOVERY (1974)
 OL0201
 OL0201'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 OL0201'IN SHEBOYGAN, AT THE U.S. COAST GUARD STATION AT THE SOUTHEAST CORNER
 OL0201'OF THE LIGHTKEEPERS TWO STORY BRICK DWELLING, 126 FT. SOUTH OF
 OL0201'CENTERLINE OF PENN. AVENUE, 59-1/2 FT. NORTHWEST OF THE NORTHWEST
 OL0201'LEG OF A STEEL TOWER, AN UNMARKED HIGH POINT ON THE SOUTHEAST CORNER
 OL0201'OF A 1 INCH LEDGE OF A WATER TABLE AND 8 INCHES ABOVE THE LEVEL OF
 OL0201'THE GROUND.
 OL0201
 OL0201                          STATION RECOVERY (2002)
 OL0201
 OL0201'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 OL0201'MARK NOT FOUND.
 OL0201
 OL0201                          STATION RECOVERY (2003)
 OL0201
 OL0201'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 OL0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0205 ***********************************************************************
 OL0205  DESIGNATION -  908 7062 APT USLS
 OL0205  PID         -  OL0205
 OL0205  STATE/COUNTY-  WI/SHEBOYGAN
 OL0205  COUNTRY     -  US
 OL0205  USGS QUAD   -  SHEBOYGAN NORTH (2018)
 OL0205
 OL0205                         *CURRENT SURVEY CONTROL
 OL0205  ______________________________________________________________________
 OL0205* NAD 83(1986) POSITION- 43 45 06.     (N) 087 42 15.     (W)   SCALED
 OL0205* NAVD 88 ORTHO HEIGHT -   179.828 (meters)      589.99  (feet) ADJUSTED
 OL0205  ______________________________________________________________________
 OL0205  GEOID HEIGHT    -        -35.844 (meters)                     GEOID18
 OL0205  DYNAMIC HEIGHT  -        179.795 (meters)      589.88  (feet) COMP
 OL0205  MODELED GRAVITY -    980,433.5   (mgal)                       NAVD 88
 OL0205
 OL0205  VERT ORDER      -  FIRST     CLASS 0
 OL0205
 OL0205.The horizontal coordinates were scaled from a map and have
 OL0205.an estimated accuracy of +/- 6 seconds.
 OL0205
 OL0205.The orthometric height was determined by differential leveling and
 OL0205.adjusted by the NATIONAL GEODETIC SURVEY
 OL0205.in June 1991.
 OL0205
 OL0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0205.GEOID18 height accuracy estimate available here.
 OL0205
 OL0205.Click photographs - Photos may exist for this station.
 OL0205
 OL0205.The dynamic height is computed by dividing the NAVD 88
 OL0205.geopotential number by the normal gravity value computed on the
 OL0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0205.degrees latitude (g = 980.6199 gals.).
 OL0205
 OL0205.The modeled gravity was interpolated from observed gravity values.
 OL0205
 OL0205;                    North         East    Units  Estimated Accuracy
 OL0205;SPC WI S     -   197,140.      784,870.      MT  (+/- 180 meters Scaled)
 OL0205
 OL0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP433445(NAD 83)
 OL0205
 OL0205                          SUPERSEDED SURVEY CONTROL
 OL0205
 OL0205.No superseded survey control is available for this station.
 OL0205
 OL0205_MARKER: Z = SEE DESCRIPTION
 OL0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0205_SP_SET: BUILDING
 OL0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0205
 OL0205  HISTORY     - Date     Condition        Report By
 OL0205  HISTORY     - UNK      MONUMENTED       USLS
 OL0205  HISTORY     - 1972     GOOD             NGS
 OL0205  HISTORY     - 1974     GOOD             NOS
 OL0205  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 OL0205  HISTORY     - 20020310 MARK NOT FOUND   USPSQD
 OL0205  HISTORY     - 20030320 MARK NOT FOUND   USPSQD
 OL0205
 OL0205                          STATION DESCRIPTION
 OL0205
 OL0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0205'AT SHEBOYGAN.
 OL0205'AT SHEBOYGAN, 0.75 MILE EAST ALONG PENN AVENUE FROM THE CHICAGO
 OL0205'AND NORTH WESTERN RAILWAY STATION, THENCE 0.15 MILE NORTH ALONG
 OL0205'BROUGHTON DRIVE, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 OL0205'NEW YORK AVENUE, AT A 2-STORY BRICK APARTMENT BUILDING AT NO.
 OL0205'704, 50.8 FEET WEST OF THE CENTER LINE OF BROUGHTON DRIVE,
 OL0205'33 FEET NORTH OF THE CENTER LINE OF NEW YORK AVENUE, THE HIGHEST
 OL0205'POINT ON THE SOUTHWEST CORNER OF THE 4 TH BRICK UP FROM THE
 OL0205'GROUND LEVEL AT THE SOUTHEAST CORNER OF THE BUILDING, ABOUT
 OL0205'8 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 23, T 15N, R 23.
 OL0205
 OL0205                          STATION RECOVERY (1974)
 OL0205
 OL0205'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 OL0205'RECOVERED IN GOOD CONDITION.
 OL0205
 OL0205                          STATION RECOVERY (1995)
 OL0205
 OL0205'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0205'MARK NOT FOUND.
 OL0205
 OL0205                          STATION RECOVERY (2002)
 OL0205
 OL0205'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 OL0205'MARK NOT FOUND.
 OL0205
 OL0205                          STATION RECOVERY (2003)
 OL0205
 OL0205'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 OL0205'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0207 ***********************************************************************
 OL0207  DESIGNATION -  908 7062 COURTHOUSE
 OL0207  PID         -  OL0207
 OL0207  STATE/COUNTY-  WI/SHEBOYGAN
 OL0207  COUNTRY     -  US
 OL0207  USGS QUAD   -  SHEBOYGAN NORTH (2018)
 OL0207
 OL0207                         *CURRENT SURVEY CONTROL
 OL0207  ______________________________________________________________________
 OL0207* NAD 83(1986) POSITION- 43 45 03.2    (N) 087 42 32.6    (W)   HD_HELD2
 OL0207* NAVD 88 ORTHO HEIGHT -   190.988 (meters)      626.60  (feet) ADJUSTED
 OL0207  ______________________________________________________________________
 OL0207  GEOID HEIGHT    -        -35.838 (meters)                     GEOID18
 OL0207  DYNAMIC HEIGHT  -        190.953 (meters)      626.49  (feet) COMP
 OL0207  MODELED GRAVITY -    980,433.1   (mgal)                       NAVD 88
 OL0207
 OL0207  VERT ORDER      -  FIRST     CLASS 0
 OL0207
 OL0207.The horizontal coordinates were established by autonomous hand held GPS
 OL0207.observations and have an estimated accuracy of +/- 10 meters.
 OL0207
 OL0207.The orthometric height was determined by differential leveling and
 OL0207.adjusted by the NATIONAL GEODETIC SURVEY
 OL0207.in June 1991.
 OL0207
 OL0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0207.GEOID18 height accuracy estimate available here.
 OL0207
 OL0207.Click photographs - Photos may exist for this station.
 OL0207
 OL0207.The dynamic height is computed by dividing the NAVD 88
 OL0207.geopotential number by the normal gravity value computed on the
 OL0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0207.degrees latitude (g = 980.6199 gals.).
 OL0207
 OL0207.The modeled gravity was interpolated from observed gravity values.
 OL0207
 OL0207;                    North         East    Units  Estimated Accuracy
 OL0207;SPC WI S     -   197,044.      784,483.      MT  (+/- 10 meters HH2 GPS)
 OL0207
 OL0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4291444449(NAD 83)
 OL0207
 OL0207                          SUPERSEDED SURVEY CONTROL
 OL0207
 OL0207.No superseded survey control is available for this station.
 OL0207
 OL0207_MARKER: DB = BENCH MARK DISK
 OL0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0207_SP_SET: BUILDING
 OL0207_STAMPING: 45.718
 OL0207_MARK LOGO: WI4330
 OL0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0207+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 OL0207
 OL0207  HISTORY     - Date     Condition        Report By
 OL0207  HISTORY     - UNK      MONUMENTED       WI4330
 OL0207  HISTORY     - 1972     GOOD             NGS
 OL0207  HISTORY     - 1974     GOOD             NOS
 OL0207  HISTORY     - 19950819 GOOD             USPSQD
 OL0207  HISTORY     - 20010318 GOOD             USPSQD
 OL0207  HISTORY     - 20041009 GOOD             USPSQD
 OL0207  HISTORY     - 20051030 POOR             USPSQD
 OL0207  HISTORY     - 20060430 MARK NOT FOUND   USPSQD
 OL0207
 OL0207                          STATION DESCRIPTION
 OL0207
 OL0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0207'AT SHEBOYGAN.
 OL0207'AT SHEBOYGAN, 0.25 MILE EAST ALONG CENTER AVENUE FROM THE POST
 OL0207'OFFICE BUILDING, AT THE SOUTHWEST CORNER OF THE COURTHOUSE
 OL0207'AT SHEBOYGAN, 145 FEET EAST OF THE CENTER LINE OF 6 TH STREET,
 OL0207'66 FEET NORTH OF THE CENTER LINE OF CENTER AVENUE, A 3/4 INCH
 OL0207'SHELF ON THE TOP OF A CITY OF SHEBOYGAN DISK WHICH IS SET
 OL0207'VERTICALLY IN THE SOUTH STONE FACE OF BUILDING AND 1.4 FEET ABOVE
 OL0207'THE LEVEL OF THE GROUND.  SECTION 23, T15N, R23E.
 OL0207
 OL0207                          STATION RECOVERY (1974)
 OL0207
 OL0207'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 OL0207'RECOVERED IN GOOD CONDITION.
 OL0207
 OL0207                          STATION RECOVERY (1995)
 OL0207
 OL0207'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0207'RECOVERED IN GOOD CONDITION.
 OL0207
 OL0207                          STATION RECOVERY (2001)
 OL0207
 OL0207'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 OL0207'RECOVERED IN GOOD CONDITION.
 OL0207
 OL0207                          STATION RECOVERY (2004)
 OL0207
 OL0207'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 OL0207'RECOVERED IN GOOD CONDITION.
 OL0207
 OL0207                          STATION RECOVERY (2005)
 OL0207
 OL0207'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 OL0207'MARK IN POOR CONDITION, APPEARES TO HAVE BEEN SCRAPED BY LAWN CUTTING
 OL0207'EQUIPMENT, VERY HARD TO READ DESIGNATION.
 OL0207
 OL0207                          STATION RECOVERY (2006)
 OL0207
 OL0207'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0207'THE STATION WAS NOT FOUND.  FILL HAS BEEN ADDED AT THE SOUTHWEST
 OL0207'CORNER OF THE COURTHOUSE TO 2 FEET ABOVE THE DESCRIBED LEDGE COVERED
 OL0207'WITH ASPHALT ON THE SOUTH SIDE OF THE BUILDING. IF THE STATION IS
 OL0207'PRESENT, IT IS 2 FEET BELOW GROUND LEVEL UNDER THE ASPHALT.
 OL0207'NOTE1-- THE SOUTH END OF THE COURTHOUSE IS APPROXIMATELY IN LINE WITH
 OL0207'THE EXTENDED CENTERLINE OF CENTER AVENUE, NOT 66 FEET NORTH AS
 OL0207'DESCRIBED IN 1972.  NOTE2-- THERE IS A DISK LOCATED ON THE WEST SIDE
 OL0207'OF THE COURTHOUSE, 16.5 FEET NORTH OF THE SOUTHWEST CORNER, AND ABOUT
 OL0207'1.4 FEET ABOVE THE GROUND AND DESCRIBED LEDGE, SET VERTICALLY, WITH NO
 OL0207'STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0206 ***********************************************************************
 OL0206  DESIGNATION -  908 7062 WINDOW USLS
 OL0206  PID         -  OL0206
 OL0206  STATE/COUNTY-  WI/SHEBOYGAN
 OL0206  COUNTRY     -  US
 OL0206  USGS QUAD   -  SHEBOYGAN NORTH (2018)
 OL0206
 OL0206                         *CURRENT SURVEY CONTROL
 OL0206  ______________________________________________________________________
 OL0206* NAD 83(1986) POSITION- 43 45 06.     (N) 087 42 18.     (W)   SCALED
 OL0206* NAVD 88 ORTHO HEIGHT -   180.522 (meters)      592.26  (feet) ADJUSTED
 OL0206  ______________________________________________________________________
 OL0206  GEOID HEIGHT    -        -35.843 (meters)                     GEOID18
 OL0206  DYNAMIC HEIGHT  -        180.489 (meters)      592.15  (feet) COMP
 OL0206  MODELED GRAVITY -    980,433.4   (mgal)                       NAVD 88
 OL0206
 OL0206  VERT ORDER      -  FIRST     CLASS 0
 OL0206
 OL0206.The horizontal coordinates were scaled from a map and have
 OL0206.an estimated accuracy of +/- 6 seconds.
 OL0206
 OL0206.The orthometric height was determined by differential leveling and
 OL0206.adjusted by the NATIONAL GEODETIC SURVEY
 OL0206.in June 1991.
 OL0206
 OL0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0206.GEOID18 height accuracy estimate available here.
 OL0206
 OL0206.Click photographs - Photos may exist for this station.
 OL0206
 OL0206.The dynamic height is computed by dividing the NAVD 88
 OL0206.geopotential number by the normal gravity value computed on the
 OL0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0206.degrees latitude (g = 980.6199 gals.).
 OL0206
 OL0206.The modeled gravity was interpolated from observed gravity values.
 OL0206
 OL0206;                    North         East    Units  Estimated Accuracy
 OL0206;SPC WI S     -   197,140.      784,810.      MT  (+/- 180 meters Scaled)
 OL0206
 OL0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP432445(NAD 83)
 OL0206
 OL0206                          SUPERSEDED SURVEY CONTROL
 OL0206
 OL0206.No superseded survey control is available for this station.
 OL0206
 OL0206_MARKER: Q = CHISELED SQUARE
 OL0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0206_SP_SET: WINDOW SILL
 OL0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0206
 OL0206  HISTORY     - Date     Condition        Report By
 OL0206  HISTORY     - UNK      MONUMENTED       USLS
 OL0206  HISTORY     - 1972     GOOD             NGS
 OL0206  HISTORY     - 1974     GOOD             NOS
 OL0206  HISTORY     - 20010320 MARK NOT FOUND   USPSQD
 OL0206  HISTORY     - 20020310 MARK NOT FOUND   USPSQD
 OL0206
 OL0206                          STATION DESCRIPTION
 OL0206
 OL0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0206'AT SHEBOYGAN.
 OL0206'AT SHEBOYGAN, 0.75 MILE EAST ALONG PENN AVENUE FROM THE CHICAGO
 OL0206'AND NORTH WESTERN RAILWAY STATION, THENCE 0.15 MILE NORTH ALONG
 OL0206'BROUGHTON DRIVE, AT THE NORTHWEST CORNER OF THE INTERSECTION
 OL0206'OF NEW YORK AVENUE, AT A 2-STORY BRICK APARTMENT BUILDING
 OL0206'NO. 704, 57.7 FEET WEST OF THE CENTER LINE OF BROUGHTON DRIVE,
 OL0206'33 FEET NORTH OF THE CENTER LINE OF NEW YORK AVENUE, 7.5 FEET
 OL0206'WEST OF THE SOUTHEAST CORNER OF THE BUILDING, AT THE MOST
 OL0206'EASTERLY WINDOW ON THE SIDE OF THE BUILDING, A 1 INCH SQUARE
 OL0206'ON THE SOUTHWEST CORNER OF THE MOST WESTERLY OF THE BRICK SILL
 OL0206'AND 3 FEET ABOVE THE LEVEL OF THE GROUND.  SECTION 23, T 15N,
 OL0206'R 23E.
 OL0206
 OL0206                          STATION RECOVERY (1974)
 OL0206
 OL0206'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 OL0206'RECOVERED IN GOOD CONDITION.
 OL0206
 OL0206                          STATION RECOVERY (2001)
 OL0206
 OL0206'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 OL0206'MARK NOT FOUND.
 OL0206
 OL0206                          STATION RECOVERY (2002)
 OL0206
 OL0206'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 OL0206'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0202 ***********************************************************************
 OL0202  DESIGNATION -  908 7062 WL 250 USLS
 OL0202  PID         -  OL0202
 OL0202  STATE/COUNTY-  WI/SHEBOYGAN
 OL0202  COUNTRY     -  US
 OL0202  USGS QUAD   -  SHEBOYGAN NORTH (2018)
 OL0202
 OL0202                         *CURRENT SURVEY CONTROL
 OL0202  ______________________________________________________________________
 OL0202* NAD 83(1986) POSITION- 43 45 00.     (N) 087 42 12.     (W)   SCALED
 OL0202* NAVD 88 ORTHO HEIGHT -   179.531 (meters)      589.01  (feet) ADJUSTED
 OL0202  ______________________________________________________________________
 OL0202  GEOID HEIGHT    -        -35.842 (meters)                     GEOID18
 OL0202  DYNAMIC HEIGHT  -        179.498 (meters)      588.90  (feet) COMP
 OL0202  MODELED GRAVITY -    980,433.6   (mgal)                       NAVD 88
 OL0202
 OL0202  VERT ORDER      -  FIRST     CLASS 0
 OL0202
 OL0202.The horizontal coordinates were scaled from a map and have
 OL0202.an estimated accuracy of +/- 6 seconds.
 OL0202
 OL0202.The orthometric height was determined by differential leveling and
 OL0202.adjusted by the NATIONAL GEODETIC SURVEY
 OL0202.in June 1991.
 OL0202
 OL0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0202.GEOID18 height accuracy estimate available here.
 OL0202
 OL0202.Click photographs - Photos may exist for this station.
 OL0202
 OL0202.The dynamic height is computed by dividing the NAVD 88
 OL0202.geopotential number by the normal gravity value computed on the
 OL0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0202.degrees latitude (g = 980.6199 gals.).
 OL0202
 OL0202.The modeled gravity was interpolated from observed gravity values.
 OL0202
 OL0202;                    North         East    Units  Estimated Accuracy
 OL0202;SPC WI S     -   196,960.      784,950.      MT  (+/- 180 meters Scaled)
 OL0202
 OL0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP433443(NAD 83)
 OL0202
 OL0202                          SUPERSEDED SURVEY CONTROL
 OL0202
 OL0202.No superseded survey control is available for this station.
 OL0202
 OL0202_MARKER: DD = SURVEY DISK
 OL0202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0202_SP_SET: BUILDING
 OL0202_STAMPING: WL 250 RCH 1935
 OL0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0202
 OL0202  HISTORY     - Date     Condition        Report By
 OL0202  HISTORY     - 1935     MONUMENTED       USLS
 OL0202  HISTORY     - 1972     GOOD             NGS
 OL0202  HISTORY     - 1974     GOOD             NOS
 OL0202  HISTORY     - 19920825 GOOD             USPSQD
 OL0202  HISTORY     - 20010318 GOOD             USPSQD
 OL0202  HISTORY     - 20020310 MARK NOT FOUND   USPSQD
 OL0202
 OL0202                          STATION DESCRIPTION
 OL0202
 OL0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0202'AT SHEBOYGAN.
 OL0202'AT SHEBOYGAN, 0.75 MILE EAST ALONG PENN AVENUE FROM THE CHICAGO
 OL0202'AND NORTH WESTERN RAILWAY STATION, AT THE NORTHWEST CORNER OF
 OL0202'THE OFFICERS QUARTERS FOR THE U.S. COAST GUARD STATION, (A
 OL0202'TWO-STORY RED BRICK BUILDING), 101 1/2 FEET SOUTH OF THE CENTER
 OL0202'LINE OF PENN AVENUE, SET VERTICALLY IN THE WEST FACE OF THE
 OL0202'BUILDING, 1.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING
 OL0202'AND 3.2 FEET ABOVE THE LEVEL OF THE GROUND.  SECTION 23, T 15N,
 OL0202'R 23E.
 OL0202
 OL0202                          STATION RECOVERY (1974)
 OL0202
 OL0202'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 OL0202'IN SHEBOYGAN, AT THE U.S. COAST GUARD STATION SET VERTICALLY IN THE
 OL0202'WEST FACE OF THE LIGHTKEEPERS DWELLING, 1.5 FT. SOUTH OF NORTHWEST
 OL0202'CORNER, BETWEEN TENTH AND ELEVENTH COURSES OF BRICK ABOVE THE WATER
 OL0202'TABLE.
 OL0202
 OL0202                          STATION RECOVERY (1992)
 OL0202
 OL0202'RECOVERY NOTE BY US POWER SQUADRON 1992 (JST)
 OL0202'RECOVERED IN GOOD CONDITION.
 OL0202
 OL0202                          STATION RECOVERY (2001)
 OL0202
 OL0202'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 OL0202'RECOVERED IN GOOD CONDITION.
 OL0202
 OL0202                          STATION RECOVERY (2002)
 OL0202
 OL0202'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 OL0202'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0139 ***********************************************************************
 PM0139  TIDAL BM    -  This is a Tidal Bench Mark.
 PM0139  DESIGNATION -  908 7064 ARCADE
 PM0139  PID         -  PM0139
 PM0139  STATE/COUNTY-  WI/MANITOWOC
 PM0139  COUNTRY     -  US
 PM0139  USGS QUAD   -  MANITOWOC (2018)
 PM0139
 PM0139                         *CURRENT SURVEY CONTROL
 PM0139  ______________________________________________________________________
 PM0139* NAD 83(1986) POSITION- 44 05 27.9    (N) 087 39 29.8    (W)   HD_HELD2
 PM0139* NAVD 88 ORTHO HEIGHT -   180.752 (meters)      593.02  (feet) ADJUSTED
 PM0139  ______________________________________________________________________
 PM0139  GEOID HEIGHT    -        -36.186 (meters)                     GEOID18
 PM0139  DYNAMIC HEIGHT  -        180.722 (meters)      592.92  (feet) COMP
 PM0139  MODELED GRAVITY -    980,451.1   (mgal)                       NAVD 88
 PM0139
 PM0139  VERT ORDER      -  FIRST     CLASS 0
 PM0139
 PM0139.The horizontal coordinates were established by autonomous hand held GPS
 PM0139.observations and have an estimated accuracy of +/- 10 meters.
 PM0139
 PM0139.The orthometric height was determined by differential leveling and
 PM0139.adjusted by the NATIONAL GEODETIC SURVEY
 PM0139.in June 1991.
 PM0139
 PM0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0139.GEOID18 height accuracy estimate available here.
 PM0139
 PM0139.This Tidal Bench Mark is designated as VM 21182
 PM0139.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PM0139
 PM0139.Click photographs - Photos may exist for this station.
 PM0139
 PM0139.The dynamic height is computed by dividing the NAVD 88
 PM0139.geopotential number by the normal gravity value computed on the
 PM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0139.degrees latitude (g = 980.6199 gals.).
 PM0139
 PM0139.The modeled gravity was interpolated from observed gravity values.
 PM0139
 PM0139;                    North         East    Units  Estimated Accuracy
 PM0139;SPC WI S     -   234,941.      787,509.      MT  (+/- 10 meters HH2 GPS)
 PM0139
 PM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4730382199(NAD 83)
 PM0139
 PM0139                          SUPERSEDED SURVEY CONTROL
 PM0139
 PM0139  NGVD 29 (??/??/92)  180.76   (m)          593.0    (f) COMPUTED    1 0
 PM0139
 PM0139.Superseded values are not recommended for survey control.
 PM0139
 PM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0139.See file dsdata.pdf to determine how the superseded data were derived.
 PM0139
 PM0139_MARKER: Z = SEE DESCRIPTION
 PM0139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PM0139_SP_SET: COLUMN
 PM0139_MARK LOGO: USLS
 PM0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0139+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2018
 PM0139
 PM0139  HISTORY     - Date     Condition        Report By
 PM0139  HISTORY     - UNK      MONUMENTED       USLS
 PM0139  HISTORY     - 1972     GOOD             NGS
 PM0139  HISTORY     - 1975     GOOD             NOS
 PM0139  HISTORY     - 20021030 GOOD             USPSQD
 PM0139  HISTORY     - 20040305 GOOD             USPSQD
 PM0139  HISTORY     - 20070106 GOOD             GEOCAC
 PM0139  HISTORY     - 20160910 GOOD             USPSQD
 PM0139  HISTORY     - 20180618 GOOD             WIDT
 PM0139
 PM0139                          STATION DESCRIPTION
 PM0139
 PM0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0139'AT MANITOWOC.
 PM0139'AT MANITOWOC, 0.2 MILE NORTH ALONG 8 TH STREET FROM THE COUNTY
 PM0139'COURTHOUSE AT MANITOWOC, THENCE 1/2 BLOCK WEST ALONG QUAY STREET,
 PM0139'134 FEET WEST OF THE CENTER LINE OF SOUTH 8 TH STREET, 42 FEET
 PM0139'SOUTH OF THE CENTER LINE OF QUAY STREET, AT THE NORTHWEST CORNER
 PM0139'OF LANGS LOUNGE (THE 3 RD BUILDING WEST OF S. 8 TH STREET, THE
 PM0139'HIGHEST POINT OF THE NORTHWEST CORNER OF GREEN MARBLE BASE OF
 PM0139'WEST COLUMN ON NORTH FRONT OF BUILDING AND 1 1/2 FEET ABOVE THE
 PM0139'LEVEL OF THE SIDEWALK.  SECTION 29, T 19 N, R 24 E.
 PM0139
 PM0139                          STATION RECOVERY (1975)
 PM0139
 PM0139'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0139'RECOVERED IN GOOD CONDITION.
 PM0139
 PM0139                          STATION RECOVERY (2002)
 PM0139
 PM0139'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0139'A SPOT OF YELLOW PAINT WAS FOUND HIGHLIGHTING THE STATION'S POSITION.
 PM0139
 PM0139                          STATION RECOVERY (2004)
 PM0139
 PM0139'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0139'RECOVERED IN GOOD CONDITION.
 PM0139
 PM0139                          STATION RECOVERY (2007)
 PM0139
 PM0139'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 PM0139'RECOVERED IN GOOD CONDITION.
 PM0139
 PM0139                          STATION RECOVERY (2016)
 PM0139
 PM0139'RECOVERY NOTE BY US POWER SQUADRON 2016 (RS)
 PM0139'THE FAT SEAGULL BAR AND GRILL IS NOW LOCATED IN THE BUILDING.
 PM0139
 PM0139                          STATION RECOVERY (2018)
 PM0139
 PM0139'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 PM0139'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0142 ***********************************************************************
 PM0142  DESIGNATION -  908 7064 RIVET N
 PM0142  PID         -  PM0142
 PM0142  STATE/COUNTY-  WI/MANITOWOC
 PM0142  COUNTRY     -  US
 PM0142  USGS QUAD   -  MANITOWOC (2018)
 PM0142
 PM0142                         *CURRENT SURVEY CONTROL
 PM0142  ______________________________________________________________________
 PM0142* NAD 83(1986) POSITION- 44 05 32.8    (N) 087 39 27.6    (W)   HD_HELD2
 PM0142* NAVD 88 ORTHO HEIGHT -   181.975 (meters)      597.03  (feet) ADJUSTED
 PM0142  ______________________________________________________________________
 PM0142  GEOID HEIGHT    -        -36.187 (meters)                     GEOID18
 PM0142  DYNAMIC HEIGHT  -        181.945 (meters)      596.93  (feet) COMP
 PM0142  MODELED GRAVITY -    980,451.5   (mgal)                       NAVD 88
 PM0142
 PM0142  VERT ORDER      -  FIRST     CLASS 0
 PM0142
 PM0142.The horizontal coordinates were established by autonomous hand held GPS
 PM0142.observations and have an estimated accuracy of +/- 10 meters.
 PM0142
 PM0142.The orthometric height was determined by differential leveling and
 PM0142.adjusted by the NATIONAL GEODETIC SURVEY
 PM0142.in June 1991.
 PM0142
 PM0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0142.GEOID18 height accuracy estimate available here.
 PM0142
 PM0142.Click photographs - Photos may exist for this station.
 PM0142
 PM0142.The dynamic height is computed by dividing the NAVD 88
 PM0142.geopotential number by the normal gravity value computed on the
 PM0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0142.degrees latitude (g = 980.6199 gals.).
 PM0142
 PM0142.The modeled gravity was interpolated from observed gravity values.
 PM0142
 PM0142;                    North         East    Units  Estimated Accuracy
 PM0142;SPC WI S     -   235,093.      787,554.      MT  (+/- 10 meters HH2 GPS)
 PM0142
 PM0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4735482350(NAD 83)
 PM0142
 PM0142                          SUPERSEDED SURVEY CONTROL
 PM0142
 PM0142  NGVD 29 (??/??/92)  181.98   (m)          597.0    (f) COMPUTED    1 0
 PM0142
 PM0142.Superseded values are not recommended for survey control.
 PM0142
 PM0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0142.See file dsdata.pdf to determine how the superseded data were derived.
 PM0142
 PM0142_MARKER: R = RIVET
 PM0142_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PM0142_SP_SET: BRIDGE GIRDER
 PM0142_MARK LOGO: NONE
 PM0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0142
 PM0142  HISTORY     - Date     Condition        Report By
 PM0142  HISTORY     - UNK      MONUMENTED       USLS
 PM0142  HISTORY     - 1972     GOOD             NGS
 PM0142  HISTORY     - 1975     GOOD             NOS
 PM0142  HISTORY     - 20010713 MARK NOT FOUND   WIDT
 PM0142  HISTORY     - 20030429 MARK NOT FOUND   USPSQD
 PM0142
 PM0142                          STATION DESCRIPTION
 PM0142
 PM0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0142'AT MANITOWOC.
 PM0142'AT MANITOWOC, 0.3 MILE EAST ALONG FRANKLIN STREET FROM THE POST
 PM0142'OFFICE AT MANITOWOC, THENCE 0.15 MILE NORTH ALONG EIGHTH STREET,
 PM0142'AT THE NORTH END OF THE 8 TH STREET BRIDGE OVER THE MANITOWOC
 PM0142'RIVER, 28 FEET NORTH OF THE NORTH EDGE OF THE LIFT SPAN OF THE
 PM0142'BRIDGE, 18 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 PM0142'BRICK BUILDING, A SMALL CHISELED CROSS ON THE TOP OF THE MOST
 PM0142'NORTHERLY 1 INCH RIVET IN THE MOST EASTERLY ROW OF RIVETS, 1
 PM0142'FOOT SOUTHEAST OF LIGHT POLE 1F5428, AND 2.9 FEET ABOVE THE
 PM0142'LEVEL OF THE SIDEWALK.  SECTION 29, T 19 N, R 24 E.
 PM0142
 PM0142                          STATION RECOVERY (1975)
 PM0142
 PM0142'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0142'RECOVERED IN GOOD CONDITION.
 PM0142
 PM0142                          STATION RECOVERY (2001)
 PM0142
 PM0142'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (GRS)
 PM0142'THE BENCH MARK AND THE BRIDGE WERE REMOVED IN 1994 TO MAKE ROOM FOR A
 PM0142'NEW EIGHTH STREET BRIDGE.
 PM0142
 PM0142                          STATION RECOVERY (2003)
 PM0142
 PM0142'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0142'NOT FOUND.  THE BRIDGE NORTH OF THE LIFT SPAN IS CONSTRUCTED OF
 PM0142'CONCRETE - NO RIVETS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0140 ***********************************************************************
 PM0140  DESIGNATION -  908 7064 RIVET S
 PM0140  PID         -  PM0140
 PM0140  STATE/COUNTY-  WI/MANITOWOC
 PM0140  COUNTRY     -  US
 PM0140  USGS QUAD   -  MANITOWOC (2018)
 PM0140
 PM0140                         *CURRENT SURVEY CONTROL
 PM0140  ______________________________________________________________________
 PM0140* NAD 83(1986) POSITION- 44 05 30.7    (N) 087 39 28.4    (W)   HD_HELD2
 PM0140* NAVD 88 ORTHO HEIGHT -   181.974 (meters)      597.03  (feet) ADJUSTED
 PM0140  ______________________________________________________________________
 PM0140  GEOID HEIGHT    -        -36.187 (meters)                     GEOID18
 PM0140  DYNAMIC HEIGHT  -        181.944 (meters)      596.93  (feet) COMP
 PM0140  MODELED GRAVITY -    980,451.2   (mgal)                       NAVD 88
 PM0140
 PM0140  VERT ORDER      -  FIRST     CLASS 0
 PM0140
 PM0140.The horizontal coordinates were established by autonomous hand held GPS
 PM0140.observations and have an estimated accuracy of +/- 10 meters.
 PM0140
 PM0140.The orthometric height was determined by differential leveling and
 PM0140.adjusted by the NATIONAL GEODETIC SURVEY
 PM0140.in June 1991.
 PM0140
 PM0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0140.GEOID18 height accuracy estimate available here.
 PM0140
 PM0140.Click photographs - Photos may exist for this station.
 PM0140
 PM0140.The dynamic height is computed by dividing the NAVD 88
 PM0140.geopotential number by the normal gravity value computed on the
 PM0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0140.degrees latitude (g = 980.6199 gals.).
 PM0140
 PM0140.The modeled gravity was interpolated from observed gravity values.
 PM0140
 PM0140;                    North         East    Units  Estimated Accuracy
 PM0140;SPC WI S     -   235,028.      787,538.      MT  (+/- 10 meters HH2 GPS)
 PM0140
 PM0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4733582286(NAD 83)
 PM0140
 PM0140                          SUPERSEDED SURVEY CONTROL
 PM0140
 PM0140  NGVD 29 (??/??/92)  181.98   (m)          597.0    (f) COMPUTED    1 0
 PM0140
 PM0140.Superseded values are not recommended for survey control.
 PM0140
 PM0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0140.See file dsdata.pdf to determine how the superseded data were derived.
 PM0140
 PM0140_MARKER: R = RIVET
 PM0140_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PM0140_SP_SET: BRIDGE GIRDER
 PM0140_MARK LOGO: NONE
 PM0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0140
 PM0140  HISTORY     - Date     Condition        Report By
 PM0140  HISTORY     - UNK      MONUMENTED       USLS
 PM0140  HISTORY     - 1972     GOOD             NGS
 PM0140  HISTORY     - 1975     GOOD             NOS
 PM0140  HISTORY     - 20010713 MARK NOT FOUND   WIDT
 PM0140  HISTORY     - 20030429 MARK NOT FOUND   USPSQD
 PM0140
 PM0140                          STATION DESCRIPTION
 PM0140
 PM0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0140'AT MANITOWOC.
 PM0140'AT MANITOWOC, ABOUT 0.3 MILE EAST ALONG FRANKLIN STREET FROM THE
 PM0140'POST OFFICE, THENCE 0.1 MILE NORTH ALONG SOUTH 8 TH STREET,
 PM0140'AT THE SOUTH END OF THE SOUTH 8 TH STREET BRIDGE OVER THE
 PM0140'MANITOWOC RIVER, 28 FEET SOUTH OF THE SOUTH EDGE OF LIFT SPAN
 PM0140'OVER THE RIVER, 20.8 FEET WEST OF THE CENTER LINE OF SOUTH 8 TH
 PM0140'STREET, 18 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 PM0140'BRICK BUILDING, A SMALL CHISELED CROSS ON THE TOP OF THE MOST
 PM0140'SOUTHERLY RIVET IN THE MOST WESTERLY ROW OF RIVETS, 1 FOOT
 PM0140'NORTHWEST OF LIGHTPOLE 1F5027 AND 2.9 FEET ABOVE THE LEVEL OF THE
 PM0140'SIDEWALK.  SECTION 29, T 19 N, R 24 E.
 PM0140
 PM0140                          STATION RECOVERY (1975)
 PM0140
 PM0140'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0140'RECOVERED IN GOOD CONDITION.
 PM0140
 PM0140                          STATION RECOVERY (2001)
 PM0140
 PM0140'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (GRS)
 PM0140'THE BENCH MARK AND THE BRIDGE WERE REMOVED IN 1994 TO MAKE ROOM FOR A
 PM0140'NEW EIGHTH STREET BRIDGE.
 PM0140
 PM0140                          STATION RECOVERY (2003)
 PM0140
 PM0140'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0140'NOT FOUND.  THE BRIDGE SOUTH OF THE LIFT SPAN IS CONSTRUCTED OF
 PM0140'CONCRETE - NO RIVETS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0143 ***********************************************************************
 PM0143  DESIGNATION -  908 7064 SEARS
 PM0143  PID         -  PM0143
 PM0143  STATE/COUNTY-  WI/MANITOWOC
 PM0143  COUNTRY     -  US
 PM0143  USGS QUAD   -  MANITOWOC (2018)
 PM0143
 PM0143                         *CURRENT SURVEY CONTROL
 PM0143  ______________________________________________________________________
 PM0143* NAD 83(1986) POSITION- 44 05 34.6    (N) 087 39 27.3    (W)   HD_HELD2
 PM0143* NAVD 88 ORTHO HEIGHT -   181.824 (meters)      596.53  (feet) ADJUSTED
 PM0143  ______________________________________________________________________
 PM0143  GEOID HEIGHT    -        -36.188 (meters)                     GEOID18
 PM0143  DYNAMIC HEIGHT  -        181.794 (meters)      596.44  (feet) COMP
 PM0143  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 PM0143
 PM0143  VERT ORDER      -  FIRST     CLASS 0
 PM0143
 PM0143.The horizontal coordinates were established by autonomous hand held GPS
 PM0143.observations and have an estimated accuracy of +/- 10 meters.
 PM0143
 PM0143.The orthometric height was determined by differential leveling and
 PM0143.adjusted by the NATIONAL GEODETIC SURVEY
 PM0143.in June 1991.
 PM0143
 PM0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0143.GEOID18 height accuracy estimate available here.
 PM0143
 PM0143.Click photographs - Photos may exist for this station.
 PM0143
 PM0143.The dynamic height is computed by dividing the NAVD 88
 PM0143.geopotential number by the normal gravity value computed on the
 PM0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0143.degrees latitude (g = 980.6199 gals.).
 PM0143
 PM0143.The modeled gravity was interpolated from observed gravity values.
 PM0143
 PM0143;                    North         East    Units  Estimated Accuracy
 PM0143;SPC WI S     -   235,149.      787,559.      MT  (+/- 10 meters HH2 GPS)
 PM0143
 PM0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4736182406(NAD 83)
 PM0143
 PM0143                          SUPERSEDED SURVEY CONTROL
 PM0143
 PM0143  NGVD 29 (??/??/92)  181.83   (m)          596.6    (f) COMPUTED    1 0
 PM0143
 PM0143.Superseded values are not recommended for survey control.
 PM0143
 PM0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0143.See file dsdata.pdf to determine how the superseded data were derived.
 PM0143
 PM0143_MARKER: DD = SURVEY DISK
 PM0143_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0143_SP_SET: FOUNDATION WALL
 PM0143_STAMPING: SEARS
 PM0143_MARK LOGO: USLS
 PM0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0143+STABILITY: SURFACE MOTION
 PM0143
 PM0143  HISTORY     - Date     Condition        Report By
 PM0143  HISTORY     - UNK      MONUMENTED       USLS
 PM0143  HISTORY     - 1972     GOOD             NGS
 PM0143  HISTORY     - 1975     GOOD             NOS
 PM0143  HISTORY     - 20010713 MARK NOT FOUND   WIDT
 PM0143  HISTORY     - 20030429 MARK NOT FOUND   USPSQD
 PM0143
 PM0143                          STATION DESCRIPTION
 PM0143
 PM0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0143'AT MANITOWOC.
 PM0143'AT MANITOWOC, NEAR THE INTERSECTION OF NORTH 8 TH STREET AND
 PM0143'COMMERCIAL STREET, 86 FEET EAST OF THE EAST CURB OF NORTH 8 TH
 PM0143'STREET, 40 FEET SOUTH OF THE CENTER LINE OF COMMERCIAL STREET,
 PM0143'NEAR THE NORTHWEST CORNER OF THE SEARS ROEBUCK STORE, SET
 PM0143'VERTICALLY IN THE NORTH FACE OF THE BRICK WALL OF THE BUILDING,
 PM0143'1 FOOT EAST OF THE NORTHWEST CORNER OF THE BUILDING AND 4.5 FEET
 PM0143'ABOVE THE LEVEL OF THE SIDEWALK.  SECTION 29, T 19 N, R 24 E.
 PM0143
 PM0143                          STATION RECOVERY (1975)
 PM0143
 PM0143'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0143'RECOVERED IN GOOD CONDITION.
 PM0143
 PM0143                          STATION RECOVERY (2001)
 PM0143
 PM0143'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (GRS)
 PM0143'THE BENCH MARK AND THE SEARS STORE BUILDING WERE REMOVED IN 1994 TO
 PM0143'MAKE ROOM FOR A NEW INTERSECTION AT COMMERCIAL STREET, NOW NAMED
 PM0143'MARITIME DRIVE, AND EIGHTH STREET.
 PM0143
 PM0143                          STATION RECOVERY (2003)
 PM0143
 PM0143'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0143'NOT FOUND.  THE SEARS STORE IS NO LONGER PRESENT.  THE STORE LOCATION
 PM0143'IS NOW A TURNING LANE FROM 8TH ST. ONTO MARITIME DRIVE, A RIVER
 PM0143'WALKWAY, PARK AND PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0141 ***********************************************************************
 PM0141  DESIGNATION -  908 7064 WL 251
 PM0141  PID         -  PM0141
 PM0141  STATE/COUNTY-  WI/MANITOWOC
 PM0141  COUNTRY     -  US
 PM0141  USGS QUAD   -  MANITOWOC (2018)
 PM0141
 PM0141                         *CURRENT SURVEY CONTROL
 PM0141  ______________________________________________________________________
 PM0141* NAD 83(1986) POSITION- 44 05 30.9    (N) 087 39 28.5    (W)   HD_HELD2
 PM0141* NAVD 88 ORTHO HEIGHT -   179.062 (meters)      587.47  (feet) ADJUSTED
 PM0141  ______________________________________________________________________
 PM0141  GEOID HEIGHT    -        -36.187 (meters)                     GEOID18
 PM0141  DYNAMIC HEIGHT  -        179.033 (meters)      587.38  (feet) COMP
 PM0141  MODELED GRAVITY -    980,451.2   (mgal)                       NAVD 88
 PM0141
 PM0141  VERT ORDER      -  FIRST     CLASS 0
 PM0141
 PM0141.The horizontal coordinates were established by autonomous hand held GPS
 PM0141.observations and have an estimated accuracy of +/- 10 meters.
 PM0141
 PM0141.The orthometric height was determined by differential leveling and
 PM0141.adjusted by the NATIONAL GEODETIC SURVEY
 PM0141.in June 1991.
 PM0141
 PM0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0141.GEOID18 height accuracy estimate available here.
 PM0141
 PM0141.Click photographs - Photos may exist for this station.
 PM0141
 PM0141.The dynamic height is computed by dividing the NAVD 88
 PM0141.geopotential number by the normal gravity value computed on the
 PM0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0141.degrees latitude (g = 980.6199 gals.).
 PM0141
 PM0141.The modeled gravity was interpolated from observed gravity values.
 PM0141
 PM0141;                    North         East    Units  Estimated Accuracy
 PM0141;SPC WI S     -   235,034.      787,536.      MT  (+/- 10 meters HH2 GPS)
 PM0141
 PM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4733382292(NAD 83)
 PM0141
 PM0141                          SUPERSEDED SURVEY CONTROL
 PM0141
 PM0141  NGVD 29 (??/??/92)  179.07   (m)          587.5    (f) COMPUTED    1 0
 PM0141
 PM0141.Superseded values are not recommended for survey control.
 PM0141
 PM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0141.See file dsdata.pdf to determine how the superseded data were derived.
 PM0141
 PM0141_MARKER: DD = SURVEY DISK
 PM0141_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PM0141_SP_SET: BRIDGE ABUTMENT
 PM0141_STAMPING: WL 251 RCH 1935
 PM0141_MARK LOGO: USLS
 PM0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0141
 PM0141  HISTORY     - Date     Condition        Report By
 PM0141  HISTORY     - 1935     MONUMENTED       USLS
 PM0141  HISTORY     - 1972     GOOD             NGS
 PM0141  HISTORY     - 1975     GOOD             NOS
 PM0141  HISTORY     - 20021030 MARK NOT FOUND   USPSQD
 PM0141  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 PM0141
 PM0141                          STATION DESCRIPTION
 PM0141
 PM0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0141'AT MANITOWOC.
 PM0141'AT MANITOWOC, 0.3 MILE EAST ALONG FRANKLIN STREET FROM THE POST
 PM0141'OFFICE, THENCE 0.1 MILE NORTH ALONG SOUTH 8 TH STREET, 0.2 MILE
 PM0141'NORTH OF THE COURTHOUSE, AT THE SOUTHWEST CORNER OF THE LIFT SPAN
 PM0141'OF THE SOUTH 8 TH STREET BRIDGE OVER THE MANITOWOC RIVER, 15 FEET
 PM0141'SOUTH OF THE SOUTHEAST CORNER OF A SMALL BRICK BUILDING, 2.2
 PM0141'FEET SOUTH OF THE NORTHWEST CORNER OF THE SOUTH FOUNDATION OF THE
 PM0141'BRIDGE, 10 FEET BELOW TOP OF CONCRETE BANNISTER OF BRIDGE, 6
 PM0141'FEET BELOW TOP OF WOODEN STAIRWAY, SET VERTICALLY IN THE WEST
 PM0141'FACE OF THE BRIDGE FOUNDATION AND 6 FEET BELOW BRIDGE SIDEWALK.
 PM0141'SECTION 29, T 19 N, R 24 E.
 PM0141
 PM0141                          STATION RECOVERY (1975)
 PM0141
 PM0141'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0141'RECOVERED IN GOOD CONDITION.
 PM0141
 PM0141                          STATION RECOVERY (2002)
 PM0141
 PM0141'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0141'THE MARK AND THE BRIDGE WERE REMOVED IN 1994 TO MAKE ROOM FOR A NEW
 PM0141'EIGHTH STREET BRIDGE.
 PM0141
 PM0141                          STATION RECOVERY (2004)
 PM0141
 PM0141'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0141'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0300 ***********************************************************************
 PM0300  DESIGNATION -  908 7066 FOG
 PM0300  PID         -  PM0300
 PM0300  STATE/COUNTY-  WI/MANITOWOC
 PM0300  COUNTRY     -  US
 PM0300  USGS QUAD   -  TWO RIVERS (2018)
 PM0300
 PM0300                         *CURRENT SURVEY CONTROL
 PM0300  ______________________________________________________________________
 PM0300* NAD 83(1986) POSITION- 44 08 48.     (N) 087 33 42.     (W)   SCALED
 PM0300* NAVD 88 ORTHO HEIGHT -   178.427 (meters)      585.39  (feet) ADJUSTED
 PM0300  ______________________________________________________________________
 PM0300  GEOID HEIGHT    -        -36.266 (meters)                     GEOID18
 PM0300  DYNAMIC HEIGHT  -        178.400 (meters)      585.30  (feet) COMP
 PM0300  MODELED GRAVITY -    980,461.8   (mgal)                       NAVD 88
 PM0300
 PM0300  VERT ORDER      -  FIRST     CLASS I
 PM0300
 PM0300.The horizontal coordinates were scaled from a map and have
 PM0300.an estimated accuracy of +/- 6 seconds.
 PM0300
 PM0300.The orthometric height was determined by differential leveling and
 PM0300.adjusted by the NATIONAL GEODETIC SURVEY
 PM0300.in June 1991.
 PM0300
 PM0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0300.GEOID18 height accuracy estimate available here.
 PM0300
 PM0300.Click photographs - Photos may exist for this station.
 PM0300
 PM0300.The dynamic height is computed by dividing the NAVD 88
 PM0300.geopotential number by the normal gravity value computed on the
 PM0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0300.degrees latitude (g = 980.6199 gals.).
 PM0300
 PM0300.The modeled gravity was interpolated from observed gravity values.
 PM0300
 PM0300;                    North         East    Units  Estimated Accuracy
 PM0300;SPC WI S     -   241,340.      795,060.      MT  (+/- 180 meters Scaled)
 PM0300
 PM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP550883(NAD 83)
 PM0300
 PM0300                          SUPERSEDED SURVEY CONTROL
 PM0300
 PM0300.No superseded survey control is available for this station.
 PM0300
 PM0300_MARKER: DD = SURVEY DISK
 PM0300_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PM0300_SP_SET: PIER
 PM0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0300
 PM0300  HISTORY     - Date     Condition        Report By
 PM0300  HISTORY     - 1943     MONUMENTED       USLS
 PM0300  HISTORY     - 1975     GOOD             NOS
 PM0300  HISTORY     - 20021101 MARK NOT FOUND   USPSQD
 PM0300  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 PM0300  HISTORY     - 20050718 MARK NOT FOUND   WIDT
 PM0300
 PM0300                          STATION DESCRIPTION
 PM0300
 PM0300'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0300'IN TWO RIVERS.
 PM0300'IN TWO RIVERS, AT INNER END OF THE NORTHEAST PIER, NEAR THE WEST
 PM0300'CORNER OF THE FOG SIGNAL COMPRESSER BUILDING, ON TOP OF THE CONCRETE
 PM0300'PIER, 0.8 FT FROM THE SOUTHWEST EDGE OF THE CONCRETE, BEING THE
 PM0300'HIGHEST POINT OF A CROSS AT THE CENTER OF A BRONZE DISK SET INTO
 PM0300'CONCRETE.
 PM0300
 PM0300                          STATION RECOVERY (2002)
 PM0300
 PM0300'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0300'DISK 908 7066 FOG WAS NOT FOUND.  IT PROBABLY IS UNDER PILES OF SAND
 PM0300'THAT WAS DUMPED ON THE INNER END OF THE NE CONCRETE PIER.  BRONZE DISK
 PM0300'NOS 7066E (1977) WAS FOUND NEAR THE POSITION.  IT IS 0.8 FT FROM THE
 PM0300'SOUTHWEST EDGE OF THE CONCRETE PIER HAVING A HORIZONTAL LINE AT THE
 PM0300'CENTER LOCATED WHERE THE PIER BENDS FROM EAST TO SOUTHEAST.
 PM0300
 PM0300                          STATION RECOVERY (2004)
 PM0300
 PM0300'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0300'MARK NOT FOUND.
 PM0300
 PM0300                          STATION RECOVERY (2005)
 PM0300
 PM0300'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0300'MARK NOT FOUND.  ADD-- THE STATION IS MOST LIKELY UNDER SAND PILES
 PM0300'THAT WERE PLACED BY HEAVY MACHINERY TO PREVENT SHORELINE EROSION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0298 ***********************************************************************
 PM0298  DESIGNATION -  908 7066 GARAGE
 PM0298  PID         -  PM0298
 PM0298  STATE/COUNTY-  WI/MANITOWOC
 PM0298  COUNTRY     -  US
 PM0298  USGS QUAD   -  TWO RIVERS (2018)
 PM0298
 PM0298                         *CURRENT SURVEY CONTROL
 PM0298  ______________________________________________________________________
 PM0298* NAD 83(1986) POSITION- 44 08 47.2    (N) 087 33 48.6    (W)   HD_HELD2
 PM0298* NAVD 88 ORTHO HEIGHT -   178.614 (meters)      586.00  (feet) ADJUSTED
 PM0298  ______________________________________________________________________
 PM0298  GEOID HEIGHT    -        -36.265 (meters)                     GEOID18
 PM0298  DYNAMIC HEIGHT  -        178.587 (meters)      585.91  (feet) COMP
 PM0298  MODELED GRAVITY -    980,461.8   (mgal)                       NAVD 88
 PM0298
 PM0298  VERT ORDER      -  SECOND    CLASS I
 PM0298
 PM0298.The horizontal coordinates were established by autonomous hand held GPS
 PM0298.observations and have an estimated accuracy of +/- 10 meters.
 PM0298
 PM0298.The orthometric height was determined by differential leveling and
 PM0298.adjusted by the NATIONAL GEODETIC SURVEY
 PM0298.in September 2018.
 PM0298
 PM0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0298.GEOID18 height accuracy estimate available here.
 PM0298
 PM0298.Click photographs - Photos may exist for this station.
 PM0298
 PM0298.The dynamic height is computed by dividing the NAVD 88
 PM0298.geopotential number by the normal gravity value computed on the
 PM0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0298.degrees latitude (g = 980.6199 gals.).
 PM0298
 PM0298.The modeled gravity was interpolated from observed gravity values.
 PM0298
 PM0298;                    North         East    Units  Estimated Accuracy
 PM0298;SPC WI S     -   241,307.      794,917.      MT  (+/- 10 meters HH2 GPS)
 PM0298
 PM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5493388292(NAD 83)
 PM0298
 PM0298                          SUPERSEDED SURVEY CONTROL
 PM0298
 PM0298  NAVD 88 (06/15/91)  178.605  (m)          585.97   (f) SUPERSEDED  1 1
 PM0298
 PM0298.Superseded values are not recommended for survey control.
 PM0298
 PM0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0298.See file dsdata.pdf to determine how the superseded data were derived.
 PM0298
 PM0298_MARKER: DD = SURVEY DISK
 PM0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0298_SP_SET: SILL
 PM0298_MARK LOGO: USLS
 PM0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0298+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2018
 PM0298
 PM0298  HISTORY     - Date     Condition        Report By
 PM0298  HISTORY     - 1943     MONUMENTED       USLS
 PM0298  HISTORY     - 1975     GOOD             NOS
 PM0298  HISTORY     - 20021028 GOOD             USPSQD
 PM0298  HISTORY     - 20040305 GOOD             USPSQD
 PM0298  HISTORY     - 20180621 GOOD             WIDT
 PM0298
 PM0298                          STATION DESCRIPTION
 PM0298
 PM0298'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0298'IN TWO RIVERS.
 PM0298'IN TWO RIVERS, AT THE COAST GUARD STATION, ON THE CHANNEL FACE OF THE
 PM0298'FOUR CAR GARAGE, AT THE NORTHWEST SIDE OF THE SOUTHEAST ONE OF FOUR
 PM0298'AUTOMOBILE ENTRANCE DOORS, 12.6 FEET FROM THE SOUTH CORNER OF THE
 PM0298'BUILDING, ON TOP OF THE CONCRETE SILL, BEING THE HIGHEST POINT OF A
 PM0298'CROSS AT THE CENTER OF A BRONZE DISK SET INTO THE CONCRETE SILL.
 PM0298
 PM0298                          STATION RECOVERY (2002)
 PM0298
 PM0298'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0298'RECOVERED IN GOOD CONDITION.
 PM0298
 PM0298                          STATION RECOVERY (2004)
 PM0298
 PM0298'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0298'RECOVERED IN GOOD CONDITION.
 PM0298
 PM0298                          STATION RECOVERY (2018)
 PM0298
 PM0298'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 PM0298'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0299 ***********************************************************************
 PM0299  DESIGNATION -  908 7066 OFFICE
 PM0299  PID         -  PM0299
 PM0299  STATE/COUNTY-  WI/MANITOWOC
 PM0299  COUNTRY     -  US
 PM0299  USGS QUAD   -  TWO RIVERS (2018)
 PM0299
 PM0299                         *CURRENT SURVEY CONTROL
 PM0299  ______________________________________________________________________
 PM0299* NAD 83(1986) POSITION- 44 08 46.5    (N) 087 33 48.6    (W)   HD_HELD2
 PM0299* NAVD 88 ORTHO HEIGHT -   178.363 (meters)      585.18  (feet) ADJUSTED
 PM0299  ______________________________________________________________________
 PM0299  GEOID HEIGHT    -        -36.265 (meters)                     GEOID18
 PM0299  DYNAMIC HEIGHT  -        178.335 (meters)      585.09  (feet) COMP
 PM0299  MODELED GRAVITY -    980,461.8   (mgal)                       NAVD 88
 PM0299
 PM0299  VERT ORDER      -  FIRST     CLASS I
 PM0299
 PM0299.The horizontal coordinates were established by autonomous hand held GPS
 PM0299.observations and have an estimated accuracy of +/- 10 meters.
 PM0299
 PM0299.The orthometric height was determined by differential leveling and
 PM0299.adjusted by the NATIONAL GEODETIC SURVEY
 PM0299.in June 1991.
 PM0299
 PM0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0299.GEOID18 height accuracy estimate available here.
 PM0299
 PM0299.Click photographs - Photos may exist for this station.
 PM0299
 PM0299.The dynamic height is computed by dividing the NAVD 88
 PM0299.geopotential number by the normal gravity value computed on the
 PM0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0299.degrees latitude (g = 980.6199 gals.).
 PM0299
 PM0299.The modeled gravity was interpolated from observed gravity values.
 PM0299
 PM0299;                    North         East    Units  Estimated Accuracy
 PM0299;SPC WI S     -   241,285.      794,917.      MT  (+/- 10 meters HH2 GPS)
 PM0299
 PM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5493288271(NAD 83)
 PM0299
 PM0299                          SUPERSEDED SURVEY CONTROL
 PM0299
 PM0299.No superseded survey control is available for this station.
 PM0299
 PM0299_MARKER: DD = SURVEY DISK
 PM0299_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0299+WITH SETTING: PAVEMENT
 PM0299_SP_SET: FOUNDATION
 PM0299_STAMPING: 1943
 PM0299_MARK LOGO: USLS
 PM0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0299+STABILITY: SURFACE MOTION
 PM0299
 PM0299  HISTORY     - Date     Condition        Report By
 PM0299  HISTORY     - 1943     MONUMENTED       USLS
 PM0299  HISTORY     - 1978     GOOD             NOS
 PM0299  HISTORY     - 20021028 MARK NOT FOUND   USPSQD
 PM0299  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 PM0299  HISTORY     - 20050718 MARK NOT FOUND   WIDT
 PM0299
 PM0299                          STATION DESCRIPTION
 PM0299
 PM0299'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 PM0299'IN TWO RIVERS.
 PM0299'IN TWO RIVERS, AT THE COAST GUARD STATION, ON CHANNEL FACE OF THE
 PM0299'MAIN BUILDING, NORTHWEST OF THE LAUNCHWAY, 0.2 FT NORTHWEST OF EDGE
 PM0299'OF CONCRETE PORCH IN FRONT OF ENTRANCE TO THE OFFICE, ON TOP OF
 PM0299'CONCRETE FOUNDATION WHICH PROJECTS BEYOND WALL OF BUILDING, BEING
 PM0299'HIGHEST POINT OF A CROSS AT CENTER OF BRONZE DISK SET INTO THE
 PM0299'CONCRETE.
 PM0299
 PM0299                          STATION RECOVERY (2002)
 PM0299
 PM0299'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0299'THE CONCRETE PORCH HAS BEEN REPLACED AND WIDENED IN 2000, PROBABLY
 PM0299'COVERING THE BRONZE DISK.
 PM0299
 PM0299                          STATION RECOVERY (2004)
 PM0299
 PM0299'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0299'MARK NOT FOUND.
 PM0299
 PM0299                          STATION RECOVERY (2005)
 PM0299
 PM0299'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0299'MARK NOT FOUND.  ADD-- THE CONCRETE PORCH APPEARS TO COVER THE DISK AS
 PM0299'STATED IN THE 2002 RECOVERY NOTE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0327 ***********************************************************************
 PM0327  DESIGNATION -  908 7068 66 2
 PM0327  PID         -  PM0327
 PM0327  STATE/COUNTY-  WI/KEWAUNEE
 PM0327  COUNTRY     -  US
 PM0327  USGS QUAD   -  KEWAUNEE (2018)
 PM0327
 PM0327                         *CURRENT SURVEY CONTROL
 PM0327  ______________________________________________________________________
 PM0327* NAD 83(1986) POSITION- 44 27 48.66   (N) 087 30 05.71   (W)   HD_HELD1
 PM0327* NAVD 88 ORTHO HEIGHT -   177.549 (meters)      582.51  (feet) ADJUSTED
 PM0327  ______________________________________________________________________
 PM0327  GEOID HEIGHT    -        -36.335 (meters)                     GEOID18
 PM0327  DYNAMIC HEIGHT  -        177.529 (meters)      582.44  (feet) COMP
 PM0327  MODELED GRAVITY -    980,497.1   (mgal)                       NAVD 88
 PM0327
 PM0327  VERT ORDER      -  FIRST     CLASS I
 PM0327
 PM0327.The horizontal coordinates were determined by differentially corrected
 PM0327.hand held GPS observations or other comparable positioning techniques
 PM0327.and have an estimated accuracy of +/- 3 meters.
 PM0327
 PM0327.The orthometric height was determined by differential leveling and
 PM0327.adjusted by the NATIONAL GEODETIC SURVEY
 PM0327.in June 1991.
 PM0327
 PM0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0327.GEOID18 height accuracy estimate available here.
 PM0327
 PM0327.Click photographs - Photos may exist for this station.
 PM0327
 PM0327.The dynamic height is computed by dividing the NAVD 88
 PM0327.geopotential number by the normal gravity value computed on the
 PM0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0327.degrees latitude (g = 980.6199 gals.).
 PM0327
 PM0327.The modeled gravity was interpolated from observed gravity values.
 PM0327
 PM0327;                    North         East    Units  Estimated Accuracy
 PM0327;SPC WI C     -    73,082.9     798,783.6     MT  (+/- 3 meters HH1 GPS) 
 PM0327
 PM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6010023479(NAD 83)
 PM0327
 PM0327                          SUPERSEDED SURVEY CONTROL
 PM0327
 PM0327.No superseded survey control is available for this station.
 PM0327
 PM0327_MARKER: DD = SURVEY DISK
 PM0327_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PM0327_SP_SET: SEWER
 PM0327_STAMPING: 66-2 1968
 PM0327_MARK LOGO: USACE
 PM0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0327
 PM0327  HISTORY     - Date     Condition        Report By
 PM0327  HISTORY     - 1968     MONUMENTED       USACE
 PM0327  HISTORY     - 1975     GOOD             NOS
 PM0327  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 PM0327  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 PM0327  HISTORY     - 19950906 MARK NOT FOUND   USPSQD
 PM0327  HISTORY     - 20021024 MARK NOT FOUND   USPSQD
 PM0327  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 PM0327
 PM0327                          STATION DESCRIPTION
 PM0327
 PM0327'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0327'IN KEWAUNEE.
 PM0327'IN KEWAUNEE, NEAR THE ENTRANCE TO THE U.S. CORPS OF ENGINEERS DEPOT,
 PM0327'ON THE WEST SIDE OF STATE HIGHWAY 42, 39.0 FEET WEST OF THE
 PM0327'CENTERLINE OF THE HIGHWAY, 19.4 FEET NORTH OF A TELEPHONE MANHOLE,
 PM0327'8.1 FEET SOUTHEAST OF A SEWER LIFT STATION COVER, 2.0 FEET SOUTH OF A
 PM0327'SEWER LIFT STATION COVER, BEING THE HIGHEST POINT OF A CROSS AT THE
 PM0327'CENTER OF A BRONZE DISK SET INTO THE CONCRETE TOP OF THE LIFT
 PM0327'STATION.
 PM0327
 PM0327                          STATION RECOVERY (1995)
 PM0327
 PM0327'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0327'MARK NOT FOUND.
 PM0327
 PM0327                          STATION RECOVERY (1995)
 PM0327
 PM0327'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0327'MARK NOT FOUND.
 PM0327
 PM0327                          STATION RECOVERY (1995)
 PM0327
 PM0327'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0327'MARK NOT FOUND.
 PM0327
 PM0327                          STATION RECOVERY (2002)
 PM0327
 PM0327'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0327'THE STATION WAS NOT FOUND.  THERE IS A CONCRETE PATCH OVER THE
 PM0327'STATION'S LOCATION.  STATE HIGHWAY 42 HAS BEEN RELOCATED.  THE ROAD IS
 PM0327'NOW LABELED MAIN STREET.
 PM0327
 PM0327                          STATION RECOVERY (2004)
 PM0327
 PM0327'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0327'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0369 ***********************************************************************
 PM0369  DESIGNATION -  908 7068 CAP 1
 PM0369  PID         -  PM0369
 PM0369  STATE/COUNTY-  WI/KEWAUNEE
 PM0369  COUNTRY     -  US
 PM0369  USGS QUAD   -  KEWAUNEE (2018)
 PM0369
 PM0369                         *CURRENT SURVEY CONTROL
 PM0369  ______________________________________________________________________
 PM0369* NAD 83(1986) POSITION- 44 27 50.3    (N) 087 30 03.8    (W)   HD_HELD2
 PM0369* NAVD 88 ORTHO HEIGHT -   177.964 (meters)      583.87  (feet) ADJUSTED
 PM0369  ______________________________________________________________________
 PM0369  GEOID HEIGHT    -        -36.336 (meters)                     GEOID18
 PM0369  DYNAMIC HEIGHT  -        177.944 (meters)      583.80  (feet) COMP
 PM0369  MODELED GRAVITY -    980,497.2   (mgal)                       NAVD 88
 PM0369
 PM0369  VERT ORDER      -  FIRST     CLASS I
 PM0369
 PM0369.The horizontal coordinates were established by autonomous hand held GPS
 PM0369.observations and have an estimated accuracy of +/- 10 meters.
 PM0369
 PM0369.The orthometric height was determined by differential leveling and
 PM0369.adjusted by the NATIONAL GEODETIC SURVEY
 PM0369.in June 1991.
 PM0369
 PM0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0369.GEOID18 height accuracy estimate available here.
 PM0369
 PM0369.Click photographs - Photos may exist for this station.
 PM0369
 PM0369.The dynamic height is computed by dividing the NAVD 88
 PM0369.geopotential number by the normal gravity value computed on the
 PM0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0369.degrees latitude (g = 980.6199 gals.).
 PM0369
 PM0369.The modeled gravity was interpolated from observed gravity values.
 PM0369
 PM0369;                    North         East    Units  Estimated Accuracy
 PM0369;SPC WI C     -    73,135.      798,824.      MT  (+/- 10 meters HH2 GPS)
 PM0369
 PM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6014223529(NAD 83)
 PM0369
 PM0369                          SUPERSEDED SURVEY CONTROL
 PM0369
 PM0369.No superseded survey control is available for this station.
 PM0369
 PM0369_MARKER: Z = SEE DESCRIPTION
 PM0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0369_SP_SET: STEEL CAPPING OF DOCK
 PM0369_MARK LOGO: NONE
 PM0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0369+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 PM0369
 PM0369  HISTORY     - Date     Condition        Report By
 PM0369  HISTORY     - UNK      MONUMENTED       USACE
 PM0369  HISTORY     - 1975     GOOD             NOS
 PM0369  HISTORY     - 19960422 GOOD             USPSQD
 PM0369  HISTORY     - 20021024 GOOD             USPSQD
 PM0369  HISTORY     - 20040304 GOOD             USPSQD
 PM0369
 PM0369                          STATION DESCRIPTION
 PM0369
 PM0369'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0369'IN KEWAUNEE.
 PM0369'IN KEWAUNEE, ON THE WEST SIDE OF THE NORTH ARM OF THE HARBOR, AT THE
 PM0369'U.S. OF ENGINEERS DEPOT, NEAR THE INNER ANGLE OF DOCKLINE, 67.2 FEET
 PM0369'NORTHERLY OF THE NORTHWEST CORNER OF THE BUILDING, 0.9 FT NORTHERLY
 PM0369'OF THE SOUTHWEST CORNER OF THE INNER STEEL CAPPING OF THE DOCK, 5.8
 PM0369'FEET NORTHWEST OF THE NORTHERLY EDGE OF A FIRE HYDRANT, 0.8 FT
 PM0369'SOUTHERLY OF A LIGHT POLE, BEING THE HIGHEST POINT BETWEEN TWO FILE
 PM0369'MARKS, 0.2 FT APART CUT INTO THE EDGE OF A STEEL CAP.
 PM0369
 PM0369                          STATION RECOVERY (1996)
 PM0369
 PM0369'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0369'RECOVERED IN GOOD CONDITION.
 PM0369
 PM0369                          STATION RECOVERY (2002)
 PM0369
 PM0369'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0369'THE FIRE HYDRANT HAS BEEN REMOVED, REPLACED BY A 'WATER' COVER AT
 PM0369'GROUND LEVEL.
 PM0369
 PM0369                          STATION RECOVERY (2004)
 PM0369
 PM0369'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0369'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3017 ***********************************************************************
 DR3017  DESIGNATION -  908 7068 CROSS
 DR3017  PID         -  DR3017
 DR3017  STATE/COUNTY-  WI/KEWAUNEE
 DR3017  COUNTRY     -  US
 DR3017  USGS QUAD   -  KEWAUNEE OE E (2018)
 DR3017
 DR3017                         *CURRENT SURVEY CONTROL
 DR3017  ______________________________________________________________________
 DR3017* NAD 83(1986) POSITION- 44 27 48.16   (N) 087 29 55.46   (W)   HD_HELD1
 DR3017* NAVD 88 ORTHO HEIGHT -   177.874 (meters)      583.57  (feet) ADJUSTED
 DR3017  ______________________________________________________________________
 DR3017  GEOID HEIGHT    -        -36.337 (meters)                     GEOID18
 DR3017  DYNAMIC HEIGHT  -        177.854 (meters)      583.51  (feet) COMP
 DR3017  MODELED GRAVITY -    980,497.5   (mgal)                       NAVD 88
 DR3017
 DR3017  VERT ORDER      -  SECOND    CLASS I
 DR3017
 DR3017.The horizontal coordinates were determined by differentially corrected
 DR3017.hand held GPS observations or other comparable positioning techniques
 DR3017.and have an estimated accuracy of +/- 3 meters.
 DR3017
 DR3017.The orthometric height was determined by differential leveling and
 DR3017.adjusted by the NATIONAL GEODETIC SURVEY
 DR3017.in October 2019.
 DR3017
 DR3017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3017.GEOID18 height accuracy estimate available here.
 DR3017
 DR3017.Click photographs - Photos may exist for this station.
 DR3017
 DR3017.The dynamic height is computed by dividing the NAVD 88
 DR3017.geopotential number by the normal gravity value computed on the
 DR3017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3017.degrees latitude (g = 980.6199 gals.).
 DR3017
 DR3017.The modeled gravity was interpolated from observed gravity values.
 DR3017
 DR3017;                    North         East    Units  Estimated Accuracy
 DR3017;SPC WI C     -    73,074.5     799,010.5     MT  (+/- 3 meters HH1 GPS) 
 DR3017
 DR3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6032623462(NAD 83)
 DR3017
 DR3017                          SUPERSEDED SURVEY CONTROL
 DR3017
 DR3017.No superseded survey control is available for this station.
 DR3017
 DR3017_MARKER: X = CHISELED CROSS
 DR3017_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR3017_SP_SET: RETAINING WALL
 DR3017_MARK LOGO: NONE
 DR3017_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3017+STABILITY: SURFACE MOTION
 DR3017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3017+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2018
 DR3017
 DR3017  HISTORY     - Date     Condition        Report By
 DR3017  HISTORY     - UNK      MONUMENTED       NONE
 DR3017  HISTORY     - 20181211 GOOD             WIDT
 DR3017
 DR3017                          STATION DESCRIPTION
 DR3017
 DR3017'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DR3017'THE STATION IS LOCATED IN THE CITY OF KEWAUNEE, ABOUT 22 MI (35.4 KM)
 DR3017'NORTH OF TWO RIVERS AND 10 MI (16.1 KM) SOUTH OF ALGOMA.
 DR3017'
 DR3017'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 (ELLIS
 DR3017'STREET) WITH STATE HIGHWAY 42 (MILWAUKEE STREET) IN THE CITY OF
 DR3017'KEWAUNEE, GO NORTH ON STATE HIGHWAY 42 (MILWAUKEE STREET) FOR 0.6 MI
 DR3017'(1.0 KM) TO HATHAWAY DRIVE ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 DR3017'HATHAWAY DRIVE FOR 0.25 MI (0.40 KM) TO A RIGHT CURVE IN THE ROAD WITH
 DR3017'LAKESHORE DRIVE ON THE LEFT AND FATHER MARQUETTE PARK ON THE LEFT.
 DR3017'CURVE RIGHT AND CONTINUE SOUTH ON HATHAWAY DRIVE FOR 0.15 MI (0.24 KM)
 DR3017'TO A PRIVATELY OWNED SHORELINE ALCOVE ON THE RIGHT.  THE ALCOVE IS
 DR3017'COMPRISED OF FOUR CONCRETE STEPS, THE TOP OF WHICH IS APPROXIMATELY 30
 DR3017'FT (9.1 M) IN WIDTH AND BOOKENDED WITH CONCRETE RETAINING WALLS THAT
 DR3017'ARE CONSISTENT WITH THE HEIGHT OF THE CHANNEL SEAWALL.
 DR3017'
 DR3017'THE STATION IS THE CENTER OF CHISELED CROSS THAT IS COMPRISED OF TWO
 DR3017'INTERSECTING PERPENDICULAR LINES 2 INCHES (5 CM) IN LENGTH, CUT INTO
 DR3017'THE EAST END OF THE NORTH RETAINING WALL, ABOUT FLUSH WITH THE
 DR3017'SURROUNDING GRADE AND 0.75 M (2.5 FT) LOWER THAN THE STREET PAVEMENT.
 DR3017'
 DR3017'THE STATION IS 5.8 M (19.0 FT) EAST OF THE WEST FACE OF THE CHANNEL
 DR3017'SEAWALL, 19 M (62.3 FT) WEST OF THE BACK OF CURB OF HATHAWAY DRIVE AND
 DR3017'0.15 M (0.5 FT) WEST OF THE EAST END OF THE RETAINING WALL.
 DR3017'
 DR3017'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXCEPT FOR A TREE TO THE
 DR3017'SOUTH EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC8306 ***********************************************************************
 AC8306  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC8306  DESIGNATION -  908 7068 F
 AC8306  PID         -  AC8306
 AC8306  STATE/COUNTY-  WI/KEWAUNEE
 AC8306  COUNTRY     -  US
 AC8306  USGS QUAD   -  KEWAUNEE (2018)
 AC8306
 AC8306                         *CURRENT SURVEY CONTROL
 AC8306  ______________________________________________________________________
 AC8306* NAD 83(1986) POSITION- 44 27 47.59   (N) 087 30 05.71   (W)   HD_HELD1
 AC8306* NAVD 88 ORTHO HEIGHT -   178.596 (meters)      585.94  (feet) ADJUSTED
 AC8306  ______________________________________________________________________
 AC8306  GEOID HEIGHT    -        -36.335 (meters)                     GEOID18
 AC8306  DYNAMIC HEIGHT  -        178.575 (meters)      585.87  (feet) COMP
 AC8306  MODELED GRAVITY -    980,497.1   (mgal)                       NAVD 88
 AC8306
 AC8306  VERT ORDER      -  SECOND    CLASS I
 AC8306
 AC8306.The horizontal coordinates were determined by differentially corrected
 AC8306.hand held GPS observations or other comparable positioning techniques
 AC8306.and have an estimated accuracy of +/- 3 meters.
 AC8306
 AC8306.The orthometric height was determined by differential leveling and
 AC8306.adjusted by the NATIONAL GEODETIC SURVEY
 AC8306.in October 2019.
 AC8306
 AC8306.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8306.GEOID18 height accuracy estimate available here.
 AC8306
 AC8306.This Water Level Mark is designated as VM 13217
 AC8306.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC8306
 AC8306.Click photographs - Photos may exist for this station.
 AC8306
 AC8306.The dynamic height is computed by dividing the NAVD 88
 AC8306.geopotential number by the normal gravity value computed on the
 AC8306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8306.degrees latitude (g = 980.6199 gals.).
 AC8306
 AC8306.The modeled gravity was interpolated from observed gravity values.
 AC8306
 AC8306;                    North         East    Units  Estimated Accuracy
 AC8306;SPC WI C     -    73,049.9     798,784.6     MT  (+/- 3 meters HH1 GPS) 
 AC8306
 AC8306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6009923446(NAD 83)
 AC8306
 AC8306                          SUPERSEDED SURVEY CONTROL
 AC8306
 AC8306  NAVD 88 (05/08/12)  178.593  (m)          585.93   (f) SUPERSEDED  2 1
 AC8306  NAVD 88 (07/23/97)  178.586  (m)          585.91   (f) SUPERSEDED  2 1
 AC8306
 AC8306.Superseded values are not recommended for survey control.
 AC8306
 AC8306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8306.See file dsdata.pdf to determine how the superseded data were derived.
 AC8306
 AC8306_MARKER: DB = BENCH MARK DISK
 AC8306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC8306_SP_SET: BULKHEAD
 AC8306_STAMPING: 7068 F 1989
 AC8306_MARK LOGO: NOS
 AC8306_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8306+STABILITY: SURFACE MOTION
 AC8306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8306+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2022
 AC8306
 AC8306  HISTORY     - Date     Condition        Report By
 AC8306  HISTORY     - 1989     MONUMENTED       NOS
 AC8306  HISTORY     - 19940830 GOOD             NOS
 AC8306  HISTORY     - 19950731 GOOD             NOS
 AC8306  HISTORY     - 20021003 GOOD             USPSQD
 AC8306  HISTORY     - 20040304 GOOD             USPSQD
 AC8306  HISTORY     - 20050306 GOOD             USPSQD
 AC8306  HISTORY     - 20050720 GOOD             WIDT
 AC8306  HISTORY     - 20070330 GOOD             USPSQD
 AC8306  HISTORY     - 20081002 GOOD             WIDT
 AC8306  HISTORY     - 20180813 GOOD             USPSQD
 AC8306  HISTORY     - 20220829 GOOD             CO-OPS
 AC8306
 AC8306                          STATION DESCRIPTION
 AC8306
 AC8306'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC8306'IN KEWAUNEE, ON THE WEST SIDE OF OLD U.S.  HIGHWAY 42, 30.5 M (100.1
 AC8306'FT) SOUTHWEST OF ENTRANCE TO THE KEWAUNEE CORPS OF ENGINEERS FIELD
 AC8306'OFFICE, ON THE NORTHWEST CORNER OF OF THE OLD BRIDGE ABUTMENT CAP,
 AC8306'15.5 M (50.9 FT) WEST OF OLD STATE HIGHWAY 42, 0.3 M (1.0 FT) NORTH OF
 AC8306'OLD BRIDGE HANDRAIL, 0.2 M (0.7 FT) EAST OF WEST FACE OF ABUTMENT CAP,
 AC8306'SET FLUSH IN END CAP 0.3 M (1.0 FT) ABOVE GROUND
 AC8306
 AC8306                          STATION RECOVERY (1995)
 AC8306
 AC8306'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AC8306'RECOVERED AS DESCRIBED.
 AC8306
 AC8306                          STATION RECOVERY (2002)
 AC8306
 AC8306'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 AC8306'RECOVERED IN GOOD CONDITION.
 AC8306
 AC8306                          STATION RECOVERY (2004)
 AC8306
 AC8306'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 AC8306'RECOVERED IN GOOD CONDITION.
 AC8306
 AC8306                          STATION RECOVERY (2005)
 AC8306
 AC8306'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 AC8306'RECOVERED IN GOOD CONDITION.
 AC8306
 AC8306                          STATION RECOVERY (2005)
 AC8306
 AC8306'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 AC8306'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AC8306
 AC8306                          STATION RECOVERY (2007)
 AC8306
 AC8306'RECOVERY NOTE BY US POWER SQUADRON 2007
 AC8306'RECOVERED IN GOOD CONDITION.
 AC8306
 AC8306                          STATION RECOVERY (2008)
 AC8306
 AC8306'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 AC8306'RECOVERED AS DESCRIBED.
 AC8306
 AC8306                          STATION RECOVERY (2018)
 AC8306
 AC8306'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 AC8306'RECOVERED IN GOOD CONDITION.
 AC8306
 AC8306                          STATION RECOVERY (2022)
 AC8306
 AC8306'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 AC8306'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST-NORTHEAST OF
 AC8306'STANGELVILLE, 8.7 MI (14.0 KM) SOUTHEAST OF CASCO AND IN THE TOWN OF
 AC8306'KEWAUNEE, WI.
 AC8306'
 AC8306'TO REACH BENCH MARK 908 7068 F, IN KEWAUNEE, KEWAUNEE COUNTY,
 AC8306'WISCONSIN FROM THE INTERSECTION OF ELLIS ST AND MILWAUKEE ST, PROCEED
 AC8306'NORTH ON MILWAUKEE ST FOR 0.80 KM (0.50 MI) TO THE INTERSECTION WITH
 AC8306'MAIN ST, THEN PROCEED SOUTH ON MAIN ST FOR APPROXIMATELY 0.16 KM (0.10
 AC8306'MI).  BENCH MARK IS LOCATED ACROSS THE STREET FROM THE CORPS OF
 AC8306'ENGINEER PROPERTY, ON THE WEST SIDE OF OLD U.S. HIGHWAY 42.
 AC8306'
 AC8306'BENCH MARK IS LOCATED ON PROPERTY OWNED BY THE KEWAUNEE MARINA.
 AC8306'ADDRESS OF THE MARINA IS 123 N. MAIN ST KEWAUNEE, WI 54216.  BENCH
 AC8306'MARK IS 30.5 M (100.1 FT) SOUTHWEST OF ENTRANCE TO THE KEWAUNEE CORPS
 AC8306'OF ENGINEERS FIELD OFFICE, ON THE NORTHWEST CORNER OF OF THE OLD
 AC8306'BRIDGE ABUTMENT CAP, 15.5 M (50.9 FT) WEST OF OLD STATE HIGHWAY 42,
 AC8306'0.3 M (1.0 FT) NORTH OF OLD BRIDGE HANDRAIL, 0.2 M (0.7 FT) EAST OF
 AC8306'WEST FACE OF ABUTMENT CAP, SET FLUSH IN END CAP 0.3 M (1.0 FT) ABOVE
 AC8306'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC8307 ***********************************************************************
 AC8307  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC8307  DESIGNATION -  908 7068 G
 AC8307  PID         -  AC8307
 AC8307  STATE/COUNTY-  WI/KEWAUNEE
 AC8307  COUNTRY     -  US
 AC8307  USGS QUAD   -  KEWAUNEE (2018)
 AC8307
 AC8307                         *CURRENT SURVEY CONTROL
 AC8307  ______________________________________________________________________
 AC8307* NAD 83(1986) POSITION- 44 27 47.33   (N) 087 30 02.42   (W)   HD_HELD1
 AC8307* NAVD 88 ORTHO HEIGHT -   177.582 (meters)      582.62  (feet) ADJUSTED
 AC8307  ______________________________________________________________________
 AC8307  GEOID HEIGHT    -        -36.335 (meters)                     GEOID18
 AC8307  DYNAMIC HEIGHT  -        177.561 (meters)      582.55  (feet) COMP
 AC8307  MODELED GRAVITY -    980,497.2   (mgal)                       NAVD 88
 AC8307
 AC8307  VERT ORDER      -  SECOND    CLASS I
 AC8307
 AC8307.The horizontal coordinates were determined by differentially corrected
 AC8307.hand held GPS observations or other comparable positioning techniques
 AC8307.and have an estimated accuracy of +/- 3 meters.
 AC8307
 AC8307.The orthometric height was determined by differential leveling and
 AC8307.adjusted by the NATIONAL GEODETIC SURVEY
 AC8307.in February 2017.
 AC8307
 AC8307.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8307.GEOID18 height accuracy estimate available here.
 AC8307
 AC8307.This Water Level Mark is designated as VM 13218
 AC8307.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC8307
 AC8307.Click photographs - Photos may exist for this station.
 AC8307
 AC8307.The dynamic height is computed by dividing the NAVD 88
 AC8307.geopotential number by the normal gravity value computed on the
 AC8307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8307.degrees latitude (g = 980.6199 gals.).
 AC8307
 AC8307.The modeled gravity was interpolated from observed gravity values.
 AC8307
 AC8307;                    North         East    Units  Estimated Accuracy
 AC8307;SPC WI C     -    73,044.1     798,857.6     MT  (+/- 3 meters HH1 GPS) 
 AC8307
 AC8307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6017223437(NAD 83)
 AC8307
 AC8307                          SUPERSEDED SURVEY CONTROL
 AC8307
 AC8307  NAVD 88 (07/23/97)  177.584  (m)          582.62   (f) SUPERSEDED  2 1
 AC8307
 AC8307.Superseded values are not recommended for survey control.
 AC8307
 AC8307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8307.See file dsdata.pdf to determine how the superseded data were derived.
 AC8307
 AC8307_MARKER: DB = BENCH MARK DISK
 AC8307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8307_STAMPING: 7068 G 1991
 AC8307_MARK LOGO: NOS
 AC8307_PROJECTION: FLUSH
 AC8307_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8307+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2022
 AC8307_ROD/PIPE-DEPTH: 12.2 meters
 AC8307
 AC8307  HISTORY     - Date     Condition        Report By
 AC8307  HISTORY     - 1991     MONUMENTED       NOS
 AC8307  HISTORY     - 19940830 GOOD             NOS
 AC8307  HISTORY     - 19950731 GOOD             NOS
 AC8307  HISTORY     - 20021022 GOOD             USPSQD
 AC8307  HISTORY     - 20040304 GOOD             USPSQD
 AC8307  HISTORY     - 20050719 POOR             WIDT
 AC8307  HISTORY     - 20081002 POOR             WIDT
 AC8307  HISTORY     - 20181211 GOOD             WIDT
 AC8307  HISTORY     - 20220829 GOOD             COASUR
 AC8307
 AC8307                          STATION DESCRIPTION
 AC8307
 AC8307'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC8307'IN KEWAUNEE, KEWAUNEE COUNTY, WISCONSIN, AT THE U.S.  ARNY CORPS OF
 AC8307'ENGINEERS DEPOT, 124.4 FEET (37.9 M) SOUTH OF POWER POLE NO. 46-EE21,
 AC8307'49.7 FEET (15.1 M) EAST OF THE WEST CORNER OF 6-FOOT CHAIN LINK FENCE,
 AC8307'41.2 FEET (12.6 M) SOUTHEAST OF 10-INCH TREE IN GRASS YARD, 20.6 FEET
 AC8307'(6.3 M) SOUTH-SOUTHWEST OF SOUTH CORNER OF STEEL GARAGE BUILDING NO.
 AC8307'515, 6.8 FEET (2.1 M) WEST OF SIDEWALK RUNNING ON THE WEST SIDE OF
 AC8307'GARAGE, BEING A STANDARD NOS DISC CRIMPED TO A STANLESS STEEL ROD
 AC8307'DRIVEN 40.0 FEET (12.2 M) TO REFUSAL.  MARK IS 0.5 FEET (15.2 CM)
 AC8307'BELOW THE GROUND, PROTECTED BY A KICKBLOCK WITH 6-INCH PVC PIPE AND
 AC8307'CAP FLUSH WITH THE GROUND.
 AC8307
 AC8307                          STATION RECOVERY (1995)
 AC8307
 AC8307'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AC8307'RECOVERED AS DESCRIBED.
 AC8307
 AC8307                          STATION RECOVERY (2002)
 AC8307
 AC8307'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 AC8307'RECOVERED IN GOOD CONDITION.
 AC8307
 AC8307                          STATION RECOVERY (2004)
 AC8307
 AC8307'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 AC8307'RECOVERED IN GOOD CONDITION.
 AC8307
 AC8307                          STATION RECOVERY (2005)
 AC8307
 AC8307'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 AC8307'RECOVERED IN POOR CONDITION.  ADD-- THE ACCESS COVER IS MISSING AND
 AC8307'BRASS DISK NOW PROJECTS FLUSH WITH THE TOP OF THE CASING.  THE
 AC8307'MONUMENT IS SLIGHTLY UNSTABLE BECAUSE THE UPPERMOST APPROXIMATE 15 CM
 AC8307'OF EXPOSED ROD INSIDE THE CASING HAS NO LATERAL SUPPORT.
 AC8307
 AC8307                          STATION RECOVERY (2008)
 AC8307
 AC8307'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 AC8307'RECOVERED AS DESCRIBED.
 AC8307
 AC8307                          STATION RECOVERY (2018)
 AC8307
 AC8307'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 AC8307'RECOVERED IN GOOD CONDITION.
 AC8307'
 AC8307'NOTE-REPEATED MEASUREMENTS CONFIRM THE BENCH MARK IS STABLE AND IN
 AC8307'GOOD CONDITION, DESPITE THE TOP OF THE ROD AND SURVEY DISK NOW
 AC8307'PROJECTING SLIGHTLY ABOVE THE 6 INCH (15 CM) DIAMETER PVC CASING, AS
 AC8307'PREVIOUSLY DESCRIBED.
 AC8307
 AC8307                          STATION RECOVERY (2022)
 AC8307
 AC8307'RECOVERY NOTE BY COAST SURVEY (CGS) 2022 (ANS)
 AC8307'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) EAST-NORTHEAST OF
 AC8307'STANGELVILLE, 8.7 MI (14.0 KM) SOUTHEAST OF CASCO AND IN THE TOWN OF
 AC8307'KEWAUNEE, WI.
 AC8307'
 AC8307'TO REACH BENCH MARK 908 7068 G, IN KEWAUNEE, KEWAUNEE COUNTY,
 AC8307'WISCONSIN FROM THE INTERSECTION OF ELLIS ST AND MILWAUKEE ST, PROCEED
 AC8307'NORTH ON MILWAUKEE ST FOR 0.80 KM (0.50 MI) TO THE INTERSECTION WITH
 AC8307'MAIN ST, THEN PROCEED SOUTH ON MAIN ST FOR APPROXIMATELY 0.16 KM (0.10
 AC8307'MI) TO THE US ARMY CORPS OF ENGINEERS FACILITY.  THE PROPERTY ADDRESS
 AC8307'IS 124 N MAIN ST KEWAUNEE, WI 54216.
 AC8307'
 AC8307'BENCH MARK IS LOCATED BEHIND A SECURED FENCE.  TO ACCESS THE MARK YOU
 AC8307'CAN CALL (920)388-3720.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0371 ***********************************************************************
 PM0371  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PM0371  DESIGNATION -  908 7068 GAGE
 PM0371  PID         -  PM0371
 PM0371  STATE/COUNTY-  WI/KEWAUNEE
 PM0371  COUNTRY     -  US
 PM0371  USGS QUAD   -  KEWAUNEE (2018)
 PM0371
 PM0371                         *CURRENT SURVEY CONTROL
 PM0371  ______________________________________________________________________
 PM0371* NAD 83(1986) POSITION- 44 27 49.41   (N) 087 29 59.67   (W)   HD_HELD1
 PM0371* NAVD 88 ORTHO HEIGHT -   177.895 (meters)      583.64  (feet) ADJUSTED
 PM0371  ______________________________________________________________________
 PM0371  GEOID HEIGHT    -        -36.336 (meters)                     GEOID18
 PM0371  DYNAMIC HEIGHT  -        177.874 (meters)      583.57  (feet) COMP
 PM0371  MODELED GRAVITY -    980,497.2   (mgal)                       NAVD 88
 PM0371
 PM0371  VERT ORDER      -  FIRST     CLASS I
 PM0371
 PM0371.The horizontal coordinates were determined by differentially corrected
 PM0371.hand held GPS observations or other comparable positioning techniques
 PM0371.and have an estimated accuracy of +/- 3 meters.
 PM0371
 PM0371.The orthometric height was determined by differential leveling and
 PM0371.adjusted by the NATIONAL GEODETIC SURVEY
 PM0371.in July 1997.
 PM0371
 PM0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0371.GEOID18 height accuracy estimate available here.
 PM0371
 PM0371.This Water Level Mark is designated as VM 13215
 PM0371.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PM0371
 PM0371.Click photographs - Photos may exist for this station.
 PM0371
 PM0371.The dynamic height is computed by dividing the NAVD 88
 PM0371.geopotential number by the normal gravity value computed on the
 PM0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0371.degrees latitude (g = 980.6199 gals.).
 PM0371
 PM0371.The modeled gravity was interpolated from observed gravity values.
 PM0371
 PM0371;                    North         East    Units  Estimated Accuracy
 PM0371;SPC WI C     -    73,110.2     798,916.3     MT  (+/- 3 meters HH1 GPS) 
 PM0371
 PM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6023323501(NAD 83)
 PM0371
 PM0371                          SUPERSEDED SURVEY CONTROL
 PM0371
 PM0371  NAVD 88 (06/15/91)  177.903  (m)          583.67   (f) SUPERSEDED  1 1
 PM0371
 PM0371.Superseded values are not recommended for survey control.
 PM0371
 PM0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0371.See file dsdata.pdf to determine how the superseded data were derived.
 PM0371
 PM0371_MARKER: Q = CHISELED SQUARE
 PM0371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0371_SP_SET: DOCK WALL
 PM0371_MARK LOGO: NONE
 PM0371_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0371+STABILITY: SURFACE MOTION
 PM0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0371+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2022
 PM0371
 PM0371  HISTORY     - Date     Condition        Report By
 PM0371  HISTORY     - 1940     MONUMENTED       USLS
 PM0371  HISTORY     - 1975     GOOD             NOS
 PM0371  HISTORY     - 19940830 GOOD             NOS
 PM0371  HISTORY     - 19950731 GOOD             NOS
 PM0371  HISTORY     - 19960422 MARK NOT FOUND   USPSQD
 PM0371  HISTORY     - 20021024 MARK NOT FOUND   USPSQD
 PM0371  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 PM0371  HISTORY     - 20050719 MARK NOT FOUND   WIDT
 PM0371  HISTORY     - 20081002 POOR             WIDT
 PM0371  HISTORY     - 20181211 GOOD             WIDT
 PM0371  HISTORY     - 20220829 GOOD             CO-OPS
 PM0371
 PM0371                          STATION DESCRIPTION
 PM0371
 PM0371'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0371'IN KEWAUNEE.
 PM0371'IN KEWAUNEE, ON THE WEST SIDE OF THE NORTH ARM OF THE HARBOR, AT THE
 PM0371'CORPS OF ENGINEERS DEPOT, ON THE EAST-WEST DOCK WALL AT THE NORTH END
 PM0371'OF THE MAIN NORTH-SOUTH DOCK, ON TOP OF THE NORTHWEST CORNER OF THE
 PM0371'DOCK WALL, BEING THE HIGHEST POINT IN A 2-INCH SQUARE FORMED BY TWO
 PM0371'LINES CUT IN THE CONCRETE AND EDGES OF THE WALL.
 PM0371
 PM0371                          STATION RECOVERY (1994)
 PM0371
 PM0371'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PM0371'IN KEWAUNEE, ON THE WEST SIDE OF THE NORTH ARM OF THE HARBOR, AT THE
 PM0371'CORPS OF ENGINEERS DEPOT, ON THE EAST-WEST DOCK WALL AT THE NORTH END
 PM0371'OF THE MAIN NORTH-SOUTH DOCK, ON TOP OF THE NORTHWEST CORNER OF THE
 PM0371'DOCK WALL, 21.2 M (69.6 FT) WEST OF MOORING POST, 17.7 M (58.1 FT)
 PM0371'EAST OF NORTHEAST CORNER OF WHSE A, 2.0 M (6.6 FT) SOUTH OF INSIDE
 PM0371'CORNER OF STEEL BULKHEAD INTERSECTION, BEING THE HIGHEST POINT IN A
 PM0371'2-INCH SQUARE FORMED BY TWO LINES CUT IN THE CONCRETE AND EDGES OF THE
 PM0371'WALL.
 PM0371
 PM0371                          STATION RECOVERY (1995)
 PM0371
 PM0371'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 PM0371'IN KEWAUNEE, ON THE WEST SIDE OF THE NORTH ARM OF THE HARBOR, AT THE
 PM0371'CORPS OF ENGINEERS DEPOT, ON THE EAST-WEST DOCK WALL AT THE NORTH END
 PM0371'OF THE MAIN NORTH-SOUTH DOCK, ON TOP OF THE NORTHWEST CORNER OF THE
 PM0371'DOCK WALL, 21.2 M (69.6 FT) WEST OF MOORING POST, 17.7 M (58.1 FT)
 PM0371'EAST OF NORTHEAST CORNER OF WHSE A, 2.0 M (6.6 FT) SOUTH OF INSIDE
 PM0371'CORNER OF STEEL BULKHEAD INTERSECTION, BEING THE HIGHEST POINT IN A
 PM0371'2-INCH SQUARE FORMED BY TWO LINES CUT IN THE CONCRETE AND EDGES OF THE
 PM0371'WALL.
 PM0371
 PM0371                          STATION RECOVERY (1996)
 PM0371
 PM0371'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0371'MARK NOT FOUND.
 PM0371
 PM0371                          STATION RECOVERY (2002)
 PM0371
 PM0371'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0371'THE STATION WAS NOT FOUND BECAUSE THE TOP SURFACE OF THE CONCRETE
 PM0371'EAST-WEST DOCKWALL IS BROKEN AWAY.
 PM0371
 PM0371                          STATION RECOVERY (2004)
 PM0371
 PM0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0371'MARK NOT FOUND.
 PM0371
 PM0371                          STATION RECOVERY (2005)
 PM0371
 PM0371'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0371'NOT FOUND.  ADD PUBLISHED DISTANCES FROM THE MOORING POST AND THE
 PM0371'BUILDING CORNER OF WAREHOUSE  A  INTERESECT AT A POINT WHERE THE TOP
 PM0371'SURFACE OF THE CONCRETE EAST-WEST DOCK WALL HAS DETERIORATED.  THE
 PM0371'STATION SHOULD BE CONSIDERED DESTROYED.
 PM0371
 PM0371                          STATION RECOVERY (2008)
 PM0371
 PM0371'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0371'THE MARK WAS IN VERY POOR CONDITION.   NOTE-- THE 'NORTHWEST CORNER'
 PM0371'AND 'HIGHEST POINT' MAY BE COMPROMISED DUE TO THE DETERIORATED
 PM0371'CONDITION OF THE DOCK WALL.  THE LINES FORMING THE 2 INCH SQUARE
 PM0371'MENTIONED ABOVE STILL EXIST.
 PM0371
 PM0371                          STATION RECOVERY (2018)
 PM0371
 PM0371'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 PM0371'RECOVERED IN GOOD CONDITION.
 PM0371'
 PM0371'NOTE- THE TWO LINES CUT IN THE CONCRETE THAT FORM THE 2 INCH SQUARE
 PM0371'WERE RECOVERED AND LINED WITH BLACK MARKING PENINSULA.
 PM0371
 PM0371                          STATION RECOVERY (2022)
 PM0371
 PM0371'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 PM0371'THE BENCH MARK IS LOCATED ON PROPERTY OWNED BY THE US ARMY CORPS OF
 PM0371'ENGINEERS.  THE PROPERTY ADDRESS IS 124 N MAIN ST KEWAUNEE, WI 54216.
 PM0371'BENCH MARK IS LOCATED BEHIND A SECURED FENCE.  TO ACCESS THE MARK YOU
 PM0371'CAN CALL (920)388-3720.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AH5304 ***********************************************************************
 AH5304  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AH5304  DESIGNATION -  908 7068 H
 AH5304  PID         -  AH5304
 AH5304  STATE/COUNTY-  WI/KEWAUNEE
 AH5304  COUNTRY     -  US
 AH5304  USGS QUAD   -  KEWAUNEE (2018)
 AH5304
 AH5304                         *CURRENT SURVEY CONTROL
 AH5304  ______________________________________________________________________
 AH5304* NAD 83(2011) POSITION- 44 27 49.40757(N) 087 30 08.74914(W)   ADJUSTED
 AH5304* NAD 83(2011) ELLIP HT-   141.236 (meters)        (12/02/25)   ADJUSTED
 AH5304* NAD 83(2011) EPOCH   -  2010.00
 AH5304* NAVD 88 ORTHO HEIGHT -   177.603 (meters)      582.69  (feet) ADJUSTED
 AH5304  ______________________________________________________________________
 AH5304  GEOID HEIGHT    -        -36.334 (meters)                     GEOID18
 AH5304  NAD 83(2011) X  -    198,695.198 (meters)                     COMP
 AH5304  NAD 83(2011) Y  - -4,555,302.176 (meters)                     COMP
 AH5304  NAD 83(2011) Z  -  4,445,111.103 (meters)                     COMP
 AH5304  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 AH5304  DYNAMIC HEIGHT  -        177.582 (meters)      582.62  (feet) COMP
 AH5304  MODELED GRAVITY -    980,497.0   (mgal)                       NAVD 88
 AH5304
 AH5304  VERT ORDER      -  SECOND    CLASS I
 AH5304
 AH5304  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5304  Standards:
 AH5304         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5304            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5304  -------------------------------------------------------------------
 AH5304  NETWORK    0.46   0.82           0.21   0.16   0.42     -0.04195922
 AH5304  -------------------------------------------------------------------
 AH5304  Click here for local accuracies and other accuracy information.
 AH5304
 AH5304.The horizontal coordinates were established by GPS observations
 AH5304.and adjusted by the National Geodetic Survey in December 2025.
 AH5304
 AH5304.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5304.been affixed to the stable North American tectonic plate. See 
 AH5304.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH5304
 AH5304.The horizontal coordinates are valid at the epoch date displayed above
 AH5304.which is a decimal equivalence of Year/Month/Day.
 AH5304
 AH5304.The orthometric height was determined by differential leveling and
 AH5304.adjusted by the NATIONAL GEODETIC SURVEY
 AH5304.in July 2020.
 AH5304
 AH5304.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5304.GEOID18 height accuracy estimate available here.
 AH5304
 AH5304.This Water Level Mark is designated as VM 18331
 AH5304.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AH5304
 AH5304.Click photographs - Photos may exist for this station.
 AH5304
 AH5304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5304
 AH5304.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5304
 AH5304.The ellipsoidal height was determined by GPS observations
 AH5304.and is referenced to NAD 83.
 AH5304
 AH5304.The dynamic height is computed by dividing the NAVD 88
 AH5304.geopotential number by the normal gravity value computed on the
 AH5304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5304.degrees latitude (g = 980.6199 gals.).
 AH5304
 AH5304.The modeled gravity was interpolated from observed gravity values.
 AH5304
 AH5304. The following values were computed from the NAD 83(2011) position.
 AH5304
 AH5304;                    North         East     Units Scale Factor Converg.
 AH5304;SPC WI C     -    73,103.942   798,715.744   MT  0.99996646   +1 45 44.0
 AH5304;SPC WI C     -   239,841.85  2,620,453.24   sFT  0.99996646   +1 45 44.0
 AH5304;UTM  16      - 4,923,502.526   460,033.152   MT  0.99961964   -0 21 07.0
 AH5304
 AH5304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5304!SPC WI C     -   0.99997786  x   0.99996646  =   0.99994432
 AH5304!UTM  16      -   0.99997786  x   0.99961964  =   0.99959750
 AH5304
 AH5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6003323502(NAD 83)
 AH5304
 AH5304                          SUPERSEDED SURVEY CONTROL
 AH5304
 AH5304  NAD 83(2011)-  44 27 49.40772(N)    087 30 08.74870(W) AD(2010.00) 0
 AH5304  ELLIP H (06/27/12)  141.280  (m)                       GP(2010.00)    
 AH5304  ELLIP H (08/23/11)  141.290  (m)                       GP(       ) 1 2
 AH5304  NAD 83(2007)-  44 27 49.40794(N)    087 30 08.74956(W) AD(2002.00) 0
 AH5304  ELLIP H (02/10/07)  141.321  (m)                       GP(2002.00)    
 AH5304  NAD 83(1997)-  44 27 49.40804(N)    087 30 08.74999(W) AD(       ) A
 AH5304  ELLIP H (04/28/99)  141.316  (m)                       GP(       ) 3 1
 AH5304  NAVD 88 (05/08/12)  177.601  (m)          582.68   (f) SUPERSEDED  2 1
 AH5304  NAVD 88 (08/23/11)  177.5    (m)  GEOID09  model used  GPS OBS        
 AH5304  NAVD 88 (10/11/07)  177.6    (m)  GEOID03  model used  GPS OBS        
 AH5304  NAVD 88 (04/28/99)  177.5    (m)  GEOID96  model used  GPS OBS        
 AH5304
 AH5304.Superseded values are not recommended for survey control.
 AH5304
 AH5304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5304.See file dsdata.pdf to determine how the superseded data were derived.
 AH5304
 AH5304_MARKER: F = FLANGE-ENCASED ROD
 AH5304_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH5304_STAMPING: 7068 H 1997
 AH5304_MARK LOGO: NGS
 AH5304_PROJECTION: FLUSH
 AH5304_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5304+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2022
 AH5304_ROD/PIPE-DEPTH: 14.6 meters
 AH5304_SLEEVE-DEPTH  : 1.2 meters
 AH5304
 AH5304  HISTORY     - Date     Condition        Report By
 AH5304  HISTORY     - 1997     MONUMENTED       NOS
 AH5304  HISTORY     - 19971203 GOOD             NGS
 AH5304  HISTORY     - 20021217 GOOD             USPSQD
 AH5304  HISTORY     - 20040304 GOOD             USPSQD
 AH5304  HISTORY     - 2005     POOR             NGS
 AH5304  HISTORY     - 20050306 GOOD             USPSQD
 AH5304  HISTORY     - 20050719 POOR             WIDT
 AH5304  HISTORY     - 20081002 GOOD             WIDT
 AH5304  HISTORY     - 20100711 GOOD             NGS
 AH5304  HISTORY     - 20140801 GOOD             WIDT
 AH5304  HISTORY     - 20150806 GOOD             NGS
 AH5304  HISTORY     - 20181211 GOOD             WIDT
 AH5304  HISTORY     - 20220808 GOOD             NGS
 AH5304  HISTORY     - 20220829 GOOD             CO-OPS
 AH5304
 AH5304                          STATION DESCRIPTION
 AH5304
 AH5304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AH5304'THE STATION IS LOCATED IN KEWAUNEE AT THE KEWAUNEE MARINA ON THE EAST
 AH5304'SIDE OF STATE HIGHWAY 42, NORTH OF THE DOCKS IN A GRASSY AREA BETWEEN
 AH5304'THE DOCKS AND THE PARKING LOT AND JUST WEST OF A PAVED WALKWAY LEADING
 AH5304'FROM THE PARKING LOT TO THE DOCKS.  OWNERSHIP--CITY OF KEWAUNEE, CITY
 AH5304'HALL, 413 MILWAUKEE STREET, KEWAUNEE, WI 54216. CONTACT FRANK BERNARD,
 AH5304'PRESIDENT, KEWAUNEE-ALGOMA MARINA, PRIOR TO STATION OCCUPATION.  PHONE
 AH5304'920-388-4550.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AH5304'HIGHWAYS 42 AND 29 IN KEWAUNEE, GO NORTH ON STATE HIGHWAY 42 FOR 0.5
 AH5304'MI, (0.8 KM) CROSSING THE BRIDGE OVER THE KEWAUNEE RIVER TO THE
 AH5304'JUNCTION WITH A PAVED CROSS STREET.  TURN RIGHT AND GO EAST ON
 AH5304'PETERSON STREET, THEN SOUTH ON NORTH MAIN STREET FOR 0.15 MI (0.24 KM)
 AH5304'TO THE PARKING LOT FOR THE MARINA ON THE RIGHT. TURN RIGHT AND GO WEST
 AH5304'ACROSS THE PARKING LOT FOR 0.05 MI (0.08 KM) TO THE SECOND OF THREE
 AH5304'PAVED WALKWAYS LEADING FROM THE PARKING LOT TO THE DOCKS AND TO THE
 AH5304'STATION ON THE LEFT.  THE MARK IS A CENTERPUNCH IN THE TOP OF A
 AH5304'STAINLESS STEEL RECESSED 5 CM BELOW GROUND LEVEL.  IT IS, 202.2 FT
 AH5304'(61.6 M) EAST-SOUTHEAST OF THE EAST FACE OF THE SECOND BRIDGE PIER
 AH5304'NORTH OF THE RIVER, 81.2 FT (24.7 M) EAST-NORTHEAST OF A FIRE HYDRANT,
 AH5304'72.3 FT (22.0 M) NORTH-NORTHEAST OF THE SOUTH FACE OF A WOODEN
 AH5304'SIDEWALK AT THE RIVERS EDGE, 13.0 FT (4.0 M) WEST OF THE CENTER OF THE
 AH5304'PAVED WALKWAY, 8.7 FT (2.7 M) SOUTHEAST OF A 2.2 FT (0.7 M) TALL
 AH5304'WOODEN POST WITH A METAL WITNESS SIGN ATTACHED AND 8.0 FT (2.4 M)
 AH5304'SOUTH OF THE SOUTH EDGE OF THE PARKING LOT.  NOTE--ACCESS TO STATION
 AH5304'IS THROUGH A 5-INCH LOGO CAP SET FLUSH WITH GROUND LEVEL. DESCRIBED BY
 AH5304'V.C.  PICZAK.
 AH5304
 AH5304                          STATION RECOVERY (2002)
 AH5304
 AH5304'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 AH5304'RECOVERED IN GOOD CONDITION.
 AH5304
 AH5304                          STATION RECOVERY (2004)
 AH5304
 AH5304'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 AH5304'RECOVERED IN GOOD CONDITION.
 AH5304
 AH5304                          STATION RECOVERY (2005)
 AH5304
 AH5304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 AH5304'RECOVERED AS DESCRIBED.  APPARENT SETTLEMENT OF SURROUNDING GROUND
 AH5304'RESULTS IN THE TOP OF ROD PROJECTING ABOVE THE LOGO COVER.  ROD
 AH5304'APPEARS TO BE UNDAMAGED SO FAR BUT AT RISK OF DISTURBANCE BY LAWN
 AH5304'MOWING EQUIPMENT.
 AH5304
 AH5304                          STATION RECOVERY (2005)
 AH5304
 AH5304'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 AH5304'RECOVERED IN GOOD CONDITION.
 AH5304
 AH5304                          STATION RECOVERY (2005)
 AH5304
 AH5304'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 AH5304'RECOVERED IN POOR CONDITION.  ADD- THE STATION IS 0.3 M SOUTHEAST OF
 AH5304'AN ORANGE FIBERGLASS WITNESS POST, THE STATION'S ROD NOW PROJECTS 2 CM
 AH5304'ABOVE CASING PROHIBITING COVER FROM CLOSING TIGHTLY, COVER NOW RESTS
 AH5304'ON THE ROD, AND EXCESSIVE WEAR SCRAPES ARE VISIBLE ON THE ROD.  IT IS
 AH5304'UNCLEAR WHETHER THE ROD HAS HEAVED OR IF THE ADJACENT GROUND ALONG
 AH5304'WITH THE CASING HAS SETTLED.
 AH5304
 AH5304                          STATION RECOVERY (2008)
 AH5304
 AH5304'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 AH5304'RECOVERED AS DESCRIBED.
 AH5304
 AH5304                          STATION RECOVERY (2010)
 AH5304
 AH5304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 AH5304'RECOVERED AS DESCRIBED.
 AH5304
 AH5304                          STATION RECOVERY (2014)
 AH5304
 AH5304'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 AH5304'RECOVERED AS DESCRIBED.
 AH5304
 AH5304                          STATION RECOVERY (2015)
 AH5304
 AH5304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 AH5304'RECOVERED AS DESCRIBED.
 AH5304
 AH5304                          STATION RECOVERY (2018)
 AH5304
 AH5304'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 AH5304'RECOVERED IN GOOD CONDITION.
 AH5304'
 AH5304'NOTE-THE SURROUNDING CONCRETE CASING HAS SINCE BEEN REBUILT AND THE
 AH5304'REPLACEMENT ALUMINUM ACCESS COVER NO LONGER RESTS ON TOP OF THE ROD.
 AH5304
 AH5304                          STATION RECOVERY (2022)
 AH5304
 AH5304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 AH5304'RECOVERED IN GOOD CONDITION.
 AH5304
 AH5304                          STATION RECOVERY (2022)
 AH5304
 AH5304'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 AH5304'BENCH MARK IS LOCATED ON PROPERTY OWNED BY THE KEWAUNEE MARINA.
 AH5304'ADDRESS OF THE MARINA IS 123 N. MAIN ST KEWAUNEE, WI 54216.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0372 ***********************************************************************
 PM0372  DESIGNATION -  908 7068 PIER
 PM0372  PID         -  PM0372
 PM0372  STATE/COUNTY-  WI/KEWAUNEE
 PM0372  COUNTRY     -  US
 PM0372  USGS QUAD   -  KEWAUNEE OE E (2018)
 PM0372
 PM0372                         *CURRENT SURVEY CONTROL
 PM0372  ______________________________________________________________________
 PM0372* NAD 83(1986) POSITION- 44 27 48.37   (N) 087 29 58.61   (W)   HD_HELD1
 PM0372* NAVD 88 ORTHO HEIGHT -   177.807 (meters)      583.36  (feet) ADJUSTED
 PM0372  ______________________________________________________________________
 PM0372  GEOID HEIGHT    -        -36.336 (meters)                     GEOID18
 PM0372  DYNAMIC HEIGHT  -        177.787 (meters)      583.29  (feet) COMP
 PM0372  MODELED GRAVITY -    980,497.2   (mgal)                       NAVD 88
 PM0372
 PM0372  VERT ORDER      -  SECOND    CLASS I
 PM0372
 PM0372.The horizontal coordinates were determined by differentially corrected
 PM0372.hand held GPS observations or other comparable positioning techniques
 PM0372.and have an estimated accuracy of +/- 3 meters.
 PM0372
 PM0372.The orthometric height was determined by differential leveling and
 PM0372.adjusted by the NATIONAL GEODETIC SURVEY
 PM0372.in October 2019.
 PM0372
 PM0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0372.GEOID18 height accuracy estimate available here.
 PM0372
 PM0372.Click photographs - Photos may exist for this station.
 PM0372
 PM0372.The dynamic height is computed by dividing the NAVD 88
 PM0372.geopotential number by the normal gravity value computed on the
 PM0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0372.degrees latitude (g = 980.6199 gals.).
 PM0372
 PM0372.The modeled gravity was interpolated from observed gravity values.
 PM0372
 PM0372;                    North         East    Units  Estimated Accuracy
 PM0372;SPC WI C     -    73,078.8     798,940.7     MT  (+/- 3 meters HH1 GPS) 
 PM0372
 PM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6025623469(NAD 83)
 PM0372
 PM0372                          SUPERSEDED SURVEY CONTROL
 PM0372
 PM0372  NAVD 88 (06/15/91)  177.854  (m)          583.51   (f) SUPERSEDED  1 1
 PM0372
 PM0372.Superseded values are not recommended for survey control.
 PM0372
 PM0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0372.See file dsdata.pdf to determine how the superseded data were derived.
 PM0372
 PM0372_MARKER: Q = CHISELED SQUARE
 PM0372_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0372_SP_SET: DOCK WALL
 PM0372_MARK LOGO: NONE
 PM0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0372+STABILITY: SURFACE MOTION
 PM0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0372+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2018
 PM0372
 PM0372  HISTORY     - Date     Condition        Report By
 PM0372  HISTORY     - UNK      MONUMENTED       USLS
 PM0372  HISTORY     - 1975     GOOD             NOS
 PM0372  HISTORY     - 19960422 GOOD             USPSQD
 PM0372  HISTORY     - 20021022 GOOD             USPSQD
 PM0372  HISTORY     - 20040304 GOOD             USPSQD
 PM0372  HISTORY     - 20050719 POOR             WIDT
 PM0372  HISTORY     - 20181211 GOOD             WIDT
 PM0372
 PM0372                          STATION DESCRIPTION
 PM0372
 PM0372'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0372'IN KEWAUNEE.
 PM0372'IN KEWAUNEE, ON THE WEST SIDE OF THE ARM OF THE HARBOR, AT THE CORPS
 PM0372'OF ENGINEERS DEPOT, ON TOP OF THE MAIN NORTH-SOUTH DOCK, 110.0 FEET
 PM0372'SOUTH OF THE NORTHEASTERLY CORNER OF THE DOCK, 56.3 FEET FROM THE
 PM0372'NORTHEASTERLY CORNER OF THE DEPOT OFFICE BUILDING, 31.6 FEET NORTH OF
 PM0372'ANGLE IN DOCK, 1.0 FT FROM THE FACE OF THE DOCK WALL, BEING THE
 PM0372'HIGHEST POINT IN A 2-INCH SQUARE CUT IN THE CONCRETE DOCK WALL.
 PM0372
 PM0372                          STATION RECOVERY (1996)
 PM0372
 PM0372'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0372'RECOVERED IN GOOD CONDITION.
 PM0372
 PM0372                          STATION RECOVERY (2002)
 PM0372
 PM0372'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0372'THE CONCRETE DOCK WALL IS DETERIORATING, BUT THE 2-INCH SQUARE CUT IN
 PM0372'THE CONCRETE IS STILL VISIBLE.  ORANGE PAINT WAS FOUND IN THE 2-INCH
 PM0372'SQUARE.
 PM0372
 PM0372                          STATION RECOVERY (2004)
 PM0372
 PM0372'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0372'RECOVERED IN GOOD CONDITION.
 PM0372
 PM0372                          STATION RECOVERY (2005)
 PM0372
 PM0372'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0372'RECOVERED IN POOR CONDITION.  ADD THE STATION IS 1.7 M WEST OF THE
 PM0372'EAST EDGE OF THE STEEL BULKHEAD.   NOTE THE OLD CONCRETE DOCK WALLS
 PM0372'STILL EXIST HOWEVER A STEEL DOCKING BULKHEAD HAS BEEN INSTALLED AROUND
 PM0372'THE ENTIRE WEST SHORE LINE OF THE HARBOR.  NOTE THE CUT SQUARE IS
 PM0372'BARELY VISIBLE.
 PM0372
 PM0372                          STATION RECOVERY (2018)
 PM0372
 PM0372'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 PM0372'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0374 ***********************************************************************
 PM0374  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PM0374  DESIGNATION -  908 7068 PLATFORM
 PM0374  PID         -  PM0374
 PM0374  STATE/COUNTY-  WI/KEWAUNEE
 PM0374  COUNTRY     -  US
 PM0374  USGS QUAD   -  KEWAUNEE (2018)
 PM0374
 PM0374                         *CURRENT SURVEY CONTROL
 PM0374  ______________________________________________________________________
 PM0374* NAD 83(1986) POSITION- 44 27 47.05   (N) 087 29 59.05   (W)   HD_HELD1
 PM0374* NAVD 88 ORTHO HEIGHT -   177.971 (meters)      583.89  (feet) ADJUSTED
 PM0374  ______________________________________________________________________
 PM0374  GEOID HEIGHT    -        -36.336 (meters)                     GEOID18
 PM0374  DYNAMIC HEIGHT  -        177.950 (meters)      583.82  (feet) COMP
 PM0374  MODELED GRAVITY -    980,497.2   (mgal)                       NAVD 88
 PM0374
 PM0374  VERT ORDER      -  FIRST     CLASS I
 PM0374
 PM0374.The horizontal coordinates were determined by differentially corrected
 PM0374.hand held GPS observations or other comparable positioning techniques
 PM0374.and have an estimated accuracy of +/- 3 meters.
 PM0374
 PM0374.The orthometric height was determined by differential leveling and
 PM0374.adjusted by the NATIONAL GEODETIC SURVEY
 PM0374.in June 1998.
 PM0374
 PM0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0374.GEOID18 height accuracy estimate available here.
 PM0374
 PM0374.This Water Level Mark is designated as VM 13216
 PM0374.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PM0374
 PM0374.Click photographs - Photos may exist for this station.
 PM0374
 PM0374.The dynamic height is computed by dividing the NAVD 88
 PM0374.geopotential number by the normal gravity value computed on the
 PM0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0374.degrees latitude (g = 980.6199 gals.).
 PM0374
 PM0374.The modeled gravity was interpolated from observed gravity values.
 PM0374
 PM0374;                    North         East    Units  Estimated Accuracy
 PM0374;SPC WI C     -    73,037.8     798,932.3     MT  (+/- 3 meters HH1 GPS) 
 PM0374
 PM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6024723428(NAD 83)
 PM0374
 PM0374                          SUPERSEDED SURVEY CONTROL
 PM0374
 PM0374  NAVD 88 (06/15/91)  177.969  (m)          583.89   (f) SUPERSEDED  1 1
 PM0374
 PM0374.Superseded values are not recommended for survey control.
 PM0374
 PM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0374.See file dsdata.pdf to determine how the superseded data were derived.
 PM0374
 PM0374_MARKER: DB = BENCH MARK DISK
 PM0374_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0374_SP_SET: LANDING PLATFORM
 PM0374_MARK LOGO: USACE
 PM0374_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0374+STABILITY: SURFACE MOTION
 PM0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0374+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2022
 PM0374
 PM0374  HISTORY     - Date     Condition        Report By
 PM0374  HISTORY     - 1975     MONUMENTED       USACE
 PM0374  HISTORY     - 1975     GOOD             NOS
 PM0374  HISTORY     - 19940830 GOOD             NOS
 PM0374  HISTORY     - 19950731 GOOD             NOS
 PM0374  HISTORY     - 19960422 GOOD             USPSQD
 PM0374  HISTORY     - 20021022 GOOD             USPSQD
 PM0374  HISTORY     - 20040304 GOOD             USPSQD
 PM0374  HISTORY     - 20050719 GOOD             WIDT
 PM0374  HISTORY     - 20081001 GOOD             WIDT
 PM0374  HISTORY     - 20181211 GOOD             WIDT
 PM0374  HISTORY     - 20220829 GOOD             CO-OPS
 PM0374
 PM0374                          STATION DESCRIPTION
 PM0374
 PM0374'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0374'IN KEWAUNEE.
 PM0374'IN KEWAUNEE, ON THE WEST SIDE OF THE APPROACH TO THE CORPS OF
 PM0374'ENGINEERS DEPOT, ON A CONCRETE LANDING PLATFORM 32- X 104-FOOT LONG,
 PM0374'13.2 FEET SOUTH OF THE NORTHERLY EDGE OF THE CONCRETE PLATFORM, 6.0
 PM0374'FEET SOUTH OF TRIANGULATION STATION STAMPED 73-4, 3.0 FEET WEST OF
 PM0374'THE WEST EDGE OF A STEEL CAP, 11.6 FEET SOUTHEAST OF A BULLARD, 41.4
 PM0374'FEET NORTHEAST OF A BULLARD, 66.9 FEET OF THE BASE OF A LIGHT POLE,
 PM0374'BEING THE HIGEST POINT OF AN UNSTAMPED BRONZE DISK.
 PM0374
 PM0374                          STATION RECOVERY (1994)
 PM0374
 PM0374'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PM0374'IN KEWAUNEE, ON THE WEST SIDE OF THE APPROACH TO THE CORPS OF
 PM0374'ENGINEERS DEPOT, ON A CONCRETE LANDING PLATFORM 32- X 104-FOOT LONG,
 PM0374'13.2 FEET (4.0 M) SOUTH OF THE NORTHERLY EDGE OF THE CONCRETE
 PM0374'PLATFORM, 6.0 FEET (1.8 M) SOUTH OF TRIANGULATION STATION STAMPED
 PM0374'73-46, 3.0 FEET (0.9 M) WEST OF THE WEST EDGE OF A STEEL CAP, 11.6
 PM0374'FEET (3.5 M) SOUTHEAST OF A B0LLARD, 41.4 FEET (12.6 M) NORTHEAST OF A
 PM0374'BOLLARD, 66.9 FEET (20.4 M) OF THE BASE OF A LIGHT POLE, BEING THE
 PM0374'HIGEST POINT OF AN UNSTAMPED BRONZE DISK.
 PM0374
 PM0374                          STATION RECOVERY (1995)
 PM0374
 PM0374'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 PM0374'RECOVERED AS DESCRIBED.
 PM0374
 PM0374                          STATION RECOVERY (1996)
 PM0374
 PM0374'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0374'RECOVERED IN GOOD CONDITION.
 PM0374
 PM0374                          STATION RECOVERY (2002)
 PM0374
 PM0374'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0374'RECOVERED IN GOOD CONDITION.
 PM0374
 PM0374                          STATION RECOVERY (2004)
 PM0374
 PM0374'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0374'RECOVERED IN GOOD CONDITION.
 PM0374
 PM0374                          STATION RECOVERY (2005)
 PM0374
 PM0374'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0374'RECOVERED AS DESCRIBED IN GOOD CONDITION.   ADD THE STATION IS 20.4 M
 PM0374'SOUTHEAST OF A LIGHT POLE.
 PM0374
 PM0374                          STATION RECOVERY (2008)
 PM0374
 PM0374'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0374'RECOVERED AS DESCRIBED.
 PM0374
 PM0374                          STATION RECOVERY (2018)
 PM0374
 PM0374'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 PM0374'RECOVERED AS DESCRIBED.
 PM0374
 PM0374                          STATION RECOVERY (2022)
 PM0374
 PM0374'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 PM0374'THE BENCH MARK IS LOCATED ON PROPERTY OWNED BY THE US ARMY CORPS OF
 PM0374'ENGINEERS.  THE PROPERTY ADDRESS IS 124 N MAIN ST KEWAUNEE, WI 54216.
 PM0374'BENCH MARK IS LOCATED BEHIND A SECURED FENCE.  TO ACCESS THE MARK YOU
 PM0374'CAN CALL (920)388-3720.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0373 ***********************************************************************
 PM0373  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PM0373  DESIGNATION -  908 7068 ROD
 PM0373  PID         -  PM0373
 PM0373  STATE/COUNTY-  WI/KEWAUNEE
 PM0373  COUNTRY     -  US
 PM0373  USGS QUAD   -  KEWAUNEE (2018)
 PM0373
 PM0373                         *CURRENT SURVEY CONTROL
 PM0373  ______________________________________________________________________
 PM0373* NAD 83(1986) POSITION- 44 27 48.55   (N) 087 30 02.07   (W)   HD_HELD1
 PM0373* NAVD 88 ORTHO HEIGHT -   177.992 (meters)      583.96  (feet) ADJUSTED
 PM0373  ______________________________________________________________________
 PM0373  GEOID HEIGHT    -        -36.336 (meters)                     GEOID18
 PM0373  DYNAMIC HEIGHT  -        177.971 (meters)      583.89  (feet) COMP
 PM0373  MODELED GRAVITY -    980,497.2   (mgal)                       NAVD 88
 PM0373
 PM0373  VERT ORDER      -  SECOND    CLASS I
 PM0373
 PM0373.The horizontal coordinates were determined by differentially corrected
 PM0373.hand held GPS observations or other comparable positioning techniques
 PM0373.and have an estimated accuracy of +/- 3 meters.
 PM0373
 PM0373.The orthometric height was determined by differential leveling and
 PM0373.adjusted by the NATIONAL GEODETIC SURVEY
 PM0373.in October 2019.
 PM0373
 PM0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0373.GEOID18 height accuracy estimate available here.
 PM0373
 PM0373.This Water Level Mark is designated as VM 13214
 PM0373.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PM0373
 PM0373.Click photographs - Photos may exist for this station.
 PM0373
 PM0373.The dynamic height is computed by dividing the NAVD 88
 PM0373.geopotential number by the normal gravity value computed on the
 PM0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0373.degrees latitude (g = 980.6199 gals.).
 PM0373
 PM0373.The modeled gravity was interpolated from observed gravity values.
 PM0373
 PM0373;                    North         East    Units  Estimated Accuracy
 PM0373;SPC WI C     -    73,082.0     798,864.1     MT  (+/- 3 meters HH1 GPS) 
 PM0373
 PM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6018023475(NAD 83)
 PM0373
 PM0373                          SUPERSEDED SURVEY CONTROL
 PM0373
 PM0373  NAVD 88 (06/15/91)  177.989  (m)          583.95   (f) SUPERSEDED  1 1
 PM0373
 PM0373.Superseded values are not recommended for survey control.
 PM0373
 PM0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0373.See file dsdata.pdf to determine how the superseded data were derived.
 PM0373
 PM0373_MARKER: Z = SEE DESCRIPTION
 PM0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PM0373_SP_SET: WALL
 PM0373_MARK LOGO: NONE
 PM0373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0373+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2022
 PM0373
 PM0373  HISTORY     - Date     Condition        Report By
 PM0373  HISTORY     - 1975     MONUMENTED       USACE
 PM0373  HISTORY     - 1975     GOOD             NOS
 PM0373  HISTORY     - 19940830 GOOD             NOS
 PM0373  HISTORY     - 19960422 GOOD             USPSQD
 PM0373  HISTORY     - 20021022 GOOD             USPSQD
 PM0373  HISTORY     - 20040304 GOOD             USPSQD
 PM0373  HISTORY     - 20050719 GOOD             WIDT
 PM0373  HISTORY     - 20081001 GOOD             WIDT
 PM0373  HISTORY     - 20181211 GOOD             WIDT
 PM0373  HISTORY     - 20220829 GOOD             CO-OPS
 PM0373
 PM0373                          STATION DESCRIPTION
 PM0373
 PM0373'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0373'IN KEWAUNEE.
 PM0373'IN KEWAUNEE, ON THE WEST SIDE OF A 60- X 120-FOOT SHOP BUILDING, 7.9
 PM0373'FEET FROM THE SOUTH EDGE OF THE BUILDING, 50.1 FEET FROM THE NORTH
 PM0373'EDGE OF THE BUILDING, 7.9 FEET FROM THE BACK EDGE OF THE CURB THAT
 PM0373'SURROUNDS THE WEST END OF THE BUILDING, BEING THE HIGHEST POINT OF A
 PM0373'3/4-INCH ROD PROTRUDING 0.2 FT FROM THE BUILDING AND 0.43 FT BELOW
 PM0373'THE TIN ON THE BUILDING.
 PM0373
 PM0373                          STATION RECOVERY (1994)
 PM0373
 PM0373'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PM0373'IN KEWAUNEE, ON THE WEST SIDE OF A 60- X 120-FOOT SHOP BUILDING, 7.9
 PM0373'FEET (2.4 M) FROM THE SOUTH EDGE OF THE BUILDING, 50.1 FEET (15.3 M)
 PM0373'FROM THE NORTH EDGE OF THE BUILDING, 7.9 FEET (2.4 M) FROM THE BACK
 PM0373'EDGE OF THE CURB THAT SURROUNDS THE WEST END OF THE BUILDING, BEING
 PM0373'THE HIGHEST POINT OF A 3/4-INCH ROD PROTRUDING 0.2 FT (6.1 CM) FROM
 PM0373'THE BUILDING AND 0.43 FT (13.11 CM) BELOW THE TIN ON THE BUILDING.
 PM0373
 PM0373                          STATION RECOVERY (1996)
 PM0373
 PM0373'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0373'RECOVERED IN GOOD CONDITION.
 PM0373
 PM0373                          STATION RECOVERY (2002)
 PM0373
 PM0373'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0373'RECOVERED IN GOOD CONDITION.
 PM0373
 PM0373                          STATION RECOVERY (2004)
 PM0373
 PM0373'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0373'RECOVERED IN GOOD CONDITION.
 PM0373
 PM0373                          STATION RECOVERY (2005)
 PM0373
 PM0373'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0373'RECOVERED IN GOOD CONDITION.  ADD-- THE ROD IS 3.0 M NORTH OF THE
 PM0373'SOUTHWEST BUILDING CORNER. (WHICH IS 9.9 FT AND NOT 7.9 FT AS
 PM0373'PREVIOUSLY DESCRIBED.)
 PM0373
 PM0373                          STATION RECOVERY (2008)
 PM0373
 PM0373'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0373'RECOVERED AS DESCRIBED.
 PM0373
 PM0373                          STATION RECOVERY (2018)
 PM0373
 PM0373'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 PM0373'RECOVERED AS DESCRIBED.
 PM0373
 PM0373                          STATION RECOVERY (2022)
 PM0373
 PM0373'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 PM0373'THE BENCH MARK IS LOCATED ON PROPERTY OWNED BY THE US ARMY CORPS OF
 PM0373'ENGINEERS.  THE PROPERTY ADDRESS IS 124 N MAIN ST KEWAUNEE, WI 54216.
 PM0373'BENCH MARK IS LOCATED BEHIND A SECURED FENCE.  TO ACCESS THE MARK YOU
 PM0373'CAN CALL (920)388-3720.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0370 ***********************************************************************
 PM0370  DESIGNATION -  908 7068 SIDEWALK
 PM0370  PID         -  PM0370
 PM0370  STATE/COUNTY-  WI/KEWAUNEE
 PM0370  COUNTRY     -  US
 PM0370  USGS QUAD   -  KEWAUNEE (2018)
 PM0370
 PM0370                         *CURRENT SURVEY CONTROL
 PM0370  ______________________________________________________________________
 PM0370* NAD 83(1986) POSITION- 44 27 49.5    (N) 087 30 03.4    (W)   HD_HELD2
 PM0370* NAVD 88 ORTHO HEIGHT -   177.804 (meters)      583.35  (feet) ADJUSTED
 PM0370  ______________________________________________________________________
 PM0370  GEOID HEIGHT    -        -36.336 (meters)                     GEOID18
 PM0370  DYNAMIC HEIGHT  -        177.784 (meters)      583.28  (feet) COMP
 PM0370  MODELED GRAVITY -    980,497.2   (mgal)                       NAVD 88
 PM0370
 PM0370  VERT ORDER      -  FIRST     CLASS I
 PM0370
 PM0370.The horizontal coordinates were established by autonomous hand held GPS
 PM0370.observations and have an estimated accuracy of +/- 10 meters.
 PM0370
 PM0370.The orthometric height was determined by differential leveling and
 PM0370.adjusted by the NATIONAL GEODETIC SURVEY
 PM0370.in June 1991.
 PM0370
 PM0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0370.GEOID18 height accuracy estimate available here.
 PM0370
 PM0370.Click photographs - Photos may exist for this station.
 PM0370
 PM0370.The dynamic height is computed by dividing the NAVD 88
 PM0370.geopotential number by the normal gravity value computed on the
 PM0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0370.degrees latitude (g = 980.6199 gals.).
 PM0370
 PM0370.The modeled gravity was interpolated from observed gravity values.
 PM0370
 PM0370;                    North         East    Units  Estimated Accuracy
 PM0370;SPC WI C     -    73,110.      798,834.      MT  (+/- 10 meters HH2 GPS)
 PM0370
 PM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6015123504(NAD 83)
 PM0370
 PM0370                          SUPERSEDED SURVEY CONTROL
 PM0370
 PM0370.No superseded survey control is available for this station.
 PM0370
 PM0370_MARKER: DD = SURVEY DISK
 PM0370_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PM0370_SP_SET: SIDEWALK
 PM0370_STAMPING: 1972
 PM0370_MARK LOGO: USACE
 PM0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0370
 PM0370  HISTORY     - Date     Condition        Report By
 PM0370  HISTORY     - 1972     MONUMENTED       USACE
 PM0370  HISTORY     - 1975     GOOD             NOS
 PM0370  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 PM0370  HISTORY     - 20021024 MARK NOT FOUND   USPSQD
 PM0370  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 PM0370
 PM0370                          STATION DESCRIPTION
 PM0370
 PM0370'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0370'IN KEWAUNEE.
 PM0370'IN KEWAUNEE, ON THE WEST ARM OF THE HARBOR, AT THE CORPS OF ENGINEERS
 PM0370'DEPOT, BETWEEN THE OFFICE BUILDING AND PARKING AREA, AT THE
 PM0370'CENTERLINE INTERSECTION OF THE EAST AND WEST WALK AND NORTH AND SOUTH
 PM0370'SIDEWALK, 2.5 FEET WEST OF THE WEST EDGE OF THE CURB, 2.5 FEET EAST
 PM0370'OF THE EAST FACE OF OF THE FIRST STEP LEADING TO THE OFFICE, BEING
 PM0370'THE HIGHEST POINT OF A CROSS AT THE CENTER OF A BRONZE DISK SET IN TO
 PM0370'THE CONCRETE SIDEWALK.
 PM0370
 PM0370                          STATION RECOVERY (1995)
 PM0370
 PM0370'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0370'MARK NOT FOUND.
 PM0370
 PM0370                          STATION RECOVERY (2002)
 PM0370
 PM0370'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0370'THE STATION WAS NOT FOUND BECAUSE, AS REPORTED BY A CORPS OF ENGINEERS
 PM0370'EMPLOYEE, THE ENTRANCE TO THE CORPS OF ENGINEERS OFFICE BUILDING WAS
 PM0370'MOVED. THE EAST AND WEST AND NORTH AND SOUTH SIDEWALKS BETWEEN THE
 PM0370'OFFICE BUILDING AND PARKING LOT WERE REMOVED.
 PM0370
 PM0370                          STATION RECOVERY (2004)
 PM0370
 PM0370'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0370'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0376 ***********************************************************************
 PM0376  DESIGNATION -  908 7070 3
 PM0376  PID         -  PM0376
 PM0376  STATE/COUNTY-  WI/KEWAUNEE
 PM0376  COUNTRY     -  US
 PM0376  USGS QUAD   -  ALGOMA (2018)
 PM0376
 PM0376                         *CURRENT SURVEY CONTROL
 PM0376  ______________________________________________________________________
 PM0376* NAD 83(1986) POSITION- 44 36 32.23   (N) 087 25 56.48   (W)   HD_HELD1
 PM0376* NAVD 88 ORTHO HEIGHT -   178.192 (meters)      584.62  (feet) ADJUSTED
 PM0376  ______________________________________________________________________
 PM0376  GEOID HEIGHT    -        -36.510 (meters)                     GEOID18
 PM0376  DYNAMIC HEIGHT  -        178.171 (meters)      584.55  (feet) COMP
 PM0376  MODELED GRAVITY -    980,499.2   (mgal)                       NAVD 88
 PM0376
 PM0376  VERT ORDER      -  FIRST     CLASS I
 PM0376
 PM0376.The horizontal coordinates were determined by differentially corrected
 PM0376.hand held GPS observations or other comparable positioning techniques
 PM0376.and have an estimated accuracy of +/- 3 meters.
 PM0376
 PM0376.The orthometric height was determined by differential leveling and
 PM0376.adjusted by the NATIONAL GEODETIC SURVEY
 PM0376.in June 1991.
 PM0376
 PM0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0376.GEOID18 height accuracy estimate available here.
 PM0376
 PM0376.Click photographs - Photos may exist for this station.
 PM0376
 PM0376.The dynamic height is computed by dividing the NAVD 88
 PM0376.geopotential number by the normal gravity value computed on the
 PM0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0376.degrees latitude (g = 980.6199 gals.).
 PM0376
 PM0376.The modeled gravity was interpolated from observed gravity values.
 PM0376
 PM0376;                    North         East    Units  Estimated Accuracy
 PM0376;SPC WI C     -    89,407.3     803,779.1     MT  (+/- 3 meters HH1 GPS) 
 PM0376
 PM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6569239602(NAD 83)
 PM0376
 PM0376                          SUPERSEDED SURVEY CONTROL
 PM0376
 PM0376.No superseded survey control is available for this station.
 PM0376
 PM0376_MARKER: X = CHISELED CROSS
 PM0376_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0376_SP_SET: PIER
 PM0376_MARK LOGO: NONE
 PM0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0376+STABILITY: SURFACE MOTION
 PM0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0376+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2019
 PM0376
 PM0376  HISTORY     - Date     Condition        Report By
 PM0376  HISTORY     - UNK      MONUMENTED       USACE
 PM0376  HISTORY     - 1975     GOOD             NOS
 PM0376  HISTORY     - 20021104 POOR             USPSQD
 PM0376  HISTORY     - 20040303 GOOD             USPSQD
 PM0376  HISTORY     - 20050720 POOR             WIDT
 PM0376  HISTORY     - 20180813 POOR             USPSQD
 PM0376  HISTORY     - 20190730 POOR             WIDT
 PM0376
 PM0376                          STATION DESCRIPTION
 PM0376
 PM0376'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0376'IN ALGOMA.
 PM0376'IN ALGOMA, ON THE NORTHEAST CONCRETE PIER, 11.7 FEET SOUTHEAST OF THE
 PM0376'INNER END, 7.3 FEET NORTHEAST OF THE SOUTHWEST FACE OF THE AHNAPEE
 PM0376'RIVER CHANNEL WALL, BEING THE HIGHEST POINT OF THE CONCRETE SURFACE
 PM0376'OVER A CROSS CUT IN THE CONCRETE MARKED USM.
 PM0376
 PM0376                          STATION RECOVERY (2002)
 PM0376
 PM0376'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0376'THE STATION WAS RECOVERED AS DESCRIBED.  THE CONCRETE PIER'S SURFACE
 PM0376'IS ERODING AWAY FROM THE CROSS CUT AND LETTERS USM MAKING THEM
 PM0376'DIFFICULT TO SEE.  THE STATION IS ALSO 7.5 FEET NORTHWEST OF THE CORPS
 PM0376'OF ENGINEERS 'NAVIGATION PROJECT' SIGN WHICH IS LOCATED ON THE PIER.
 PM0376
 PM0376                          STATION RECOVERY (2004)
 PM0376
 PM0376'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0376'RECOVERED IN GOOD CONDITION.
 PM0376
 PM0376                          STATION RECOVERY (2005)
 PM0376
 PM0376'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0376'RECOVERED IN POOR CONDITION.  ADD-- THE STATION IS LOCATED 3.1 M
 PM0376'SOUTHEAST OF THE STATION 908 7070 WL 256, WHICH APPEARS TO BE MORE
 PM0376'STABLE BASED ON THE TYPE OF PIER CONSTRUCTION.
 PM0376
 PM0376                          STATION RECOVERY (2018)
 PM0376
 PM0376'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 PM0376'MARK RECOVERED IN POOR CONDITION.
 PM0376
 PM0376                          STATION RECOVERY (2019)
 PM0376
 PM0376'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 PM0376'RECOVERED IN GOOD CONDITION.
 PM0376'
 PM0376'NOTE-THE CROSS CUT IN THE CONCRETE MARKED USM IS VISIBLE, LOCATED 3.1
 PM0376'M (10.2 FT) SOUTHEAST OF THE USLS STATION 908 7070 WL 256 (PID PM0339)
 PM0376'AND 2.3 M (7.5 FT) NORTHWEST OF THE CORPS OF ENGINEERS ALGOMA HARBOR
 PM0376'NAVIGATION PROJECT SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0340 ***********************************************************************
 PM0340  DESIGNATION -  908 7070 DOWEL
 PM0340  PID         -  PM0340
 PM0340  STATE/COUNTY-  WI/KEWAUNEE
 PM0340  COUNTRY     -  US
 PM0340  USGS QUAD   -  ALGOMA (2018)
 PM0340
 PM0340                         *CURRENT SURVEY CONTROL
 PM0340  ______________________________________________________________________
 PM0340* NAD 83(1986) POSITION- 44 36 35.3    (N) 087 25 58.0    (W)   HD_HELD2
 PM0340* NAVD 88 ORTHO HEIGHT -   180.067 (meters)      590.77  (feet) ADJUSTED
 PM0340  ______________________________________________________________________
 PM0340  GEOID HEIGHT    -        -36.510 (meters)                     GEOID18
 PM0340  DYNAMIC HEIGHT  -        180.046 (meters)      590.70  (feet) COMP
 PM0340  MODELED GRAVITY -    980,499.2   (mgal)                       NAVD 88
 PM0340
 PM0340  VERT ORDER      -  FIRST     CLASS I
 PM0340
 PM0340.The horizontal coordinates were established by autonomous hand held GPS
 PM0340.observations and have an estimated accuracy of +/- 10 meters.
 PM0340
 PM0340.The orthometric height was determined by differential leveling and
 PM0340.adjusted by the NATIONAL GEODETIC SURVEY
 PM0340.in June 1991.
 PM0340
 PM0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0340.GEOID18 height accuracy estimate available here.
 PM0340
 PM0340.Click photographs - Photos may exist for this station.
 PM0340
 PM0340.The dynamic height is computed by dividing the NAVD 88
 PM0340.geopotential number by the normal gravity value computed on the
 PM0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0340.degrees latitude (g = 980.6199 gals.).
 PM0340
 PM0340.The modeled gravity was interpolated from observed gravity values.
 PM0340
 PM0340;                    North         East    Units  Estimated Accuracy
 PM0340;SPC WI C     -    89,501.      803,743.      MT  (+/- 10 meters HH2 GPS)
 PM0340
 PM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6565939697(NAD 83)
 PM0340
 PM0340                          SUPERSEDED SURVEY CONTROL
 PM0340
 PM0340.No superseded survey control is available for this station.
 PM0340
 PM0340_MARKER: I = METAL ROD
 PM0340_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0340_MARK LOGO: NONE
 PM0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0340
 PM0340  HISTORY     - Date     Condition        Report By
 PM0340  HISTORY     - UNK      MONUMENTED       USLS
 PM0340  HISTORY     - 1975     GOOD             NOS
 PM0340  HISTORY     - 20021105 MARK NOT FOUND   USPSQD
 PM0340  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 PM0340  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0340
 PM0340                          STATION DESCRIPTION
 PM0340
 PM0340'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0340'IN ALGOMA.
 PM0340'IN ALGOMA, ON THE NORTHEAST SIDE OF THE HARBOR, ABOUT 300.0 FEET
 PM0340'NORTHWEST OF INNER END OF THE NORTH PIER, NEAR THE SOUTHEAST CORNER
 PM0340'OF A CONCRETE BLOCK PORTION OF A BUILDING OCCUPIED BY THE ALGOMA
 PM0340'DOWEL COMPANY, 34.3 FEET EASTERLY OF THE SOUTHEAST CORNER OF A
 PM0340'GALVANIZED STEEL SHED ATTACHED TO THE MAIN BUILDING, ON LINE WITH THE
 PM0340'EAST FACE EXTENDED AND 1.0 FT SOUTH OF THE SOUTHEAST CORNER, 0.5 FT
 PM0340'BELOW THE GROUND, BEING THE HIGHEST POINT OF A 5/8-INCH DIAMETER
 PM0340'COPPER-COATED STEEL ROD, 21.0 FEET LONG.
 PM0340
 PM0340                          STATION RECOVERY (2002)
 PM0340
 PM0340'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0340'THE STATION WAS NOT FOUND. THE BUILDING IS NOW OWNED BY PIER 42
 PM0340'MARINA/RESTAURANT. THE CONCRETE BLOCK PORTION OF THE BUILDING REMAINS
 PM0340'BUT COVERED WITH PANELS OF WOOD.  THE SHED HAS BEEN REMOVED. THE MAIN
 PM0340'BUILDING WAS BEEN EXTENDED TO THE EAST IN THE EARLY 1980'S. A 9X40 FT
 PM0340'WOOD DECK HAS BEEN ADDED TO THE SOUTH AND EAST OF THE ADDITION.
 PM0340
 PM0340                          STATION RECOVERY (2004)
 PM0340
 PM0340'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0340'MARK NOT FOUND.
 PM0340
 PM0340                          STATION RECOVERY (2005)
 PM0340
 PM0340'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0340'NOT FOUND.  ADD--THE DIMENSIONS FROM THE ORIGINAL DESCRIPTION LEAD TO
 PM0340'A WOODEN DECK THAT IS LOCATED ALONG PIER 42 MARINA RESTAURANT, AS
 PM0340'PREVIOUSLY DESCRIBED IN THE 2002 RECOVERY NOTES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0338 ***********************************************************************
 PM0338  DESIGNATION -  908 7070 LIGHT
 PM0338  PID         -  PM0338
 PM0338  STATE/COUNTY-  WI/KEWAUNEE
 PM0338  COUNTRY     -  US
 PM0338  USGS QUAD   -  ALGOMA (2018)
 PM0338
 PM0338                         *CURRENT SURVEY CONTROL
 PM0338  ______________________________________________________________________
 PM0338* NAD 83(1986) POSITION- 44 36 28.9    (N) 087 26 01.8    (W)   HD_HELD2
 PM0338* NAVD 88 ORTHO HEIGHT -   179.372 (meters)      588.49  (feet) ADJUSTED
 PM0338  ______________________________________________________________________
 PM0338  GEOID HEIGHT    -        -36.507 (meters)                     GEOID18
 PM0338  DYNAMIC HEIGHT  -        179.352 (meters)      588.42  (feet) COMP
 PM0338  MODELED GRAVITY -    980,499.2   (mgal)                       NAVD 88
 PM0338
 PM0338  VERT ORDER      -  FIRST     CLASS I
 PM0338
 PM0338.The horizontal coordinates were established by autonomous hand held GPS
 PM0338.observations and have an estimated accuracy of +/- 10 meters.
 PM0338
 PM0338.The orthometric height was determined by differential leveling and
 PM0338.adjusted by the NATIONAL GEODETIC SURVEY
 PM0338.in June 1991.
 PM0338
 PM0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0338.GEOID18 height accuracy estimate available here.
 PM0338
 PM0338.Click photographs - Photos may exist for this station.
 PM0338
 PM0338.The dynamic height is computed by dividing the NAVD 88
 PM0338.geopotential number by the normal gravity value computed on the
 PM0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0338.degrees latitude (g = 980.6199 gals.).
 PM0338
 PM0338.The modeled gravity was interpolated from observed gravity values.
 PM0338
 PM0338;                    North         East    Units  Estimated Accuracy
 PM0338;SPC WI C     -    89,301.      803,665.      MT  (+/- 10 meters HH2 GPS)
 PM0338
 PM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6557439500(NAD 83)
 PM0338
 PM0338                          SUPERSEDED SURVEY CONTROL
 PM0338
 PM0338.No superseded survey control is available for this station.
 PM0338
 PM0338_MARKER: Q = CHISELED SQUARE
 PM0338_SETTING: 0 = UNSPECIFIED SETTING
 PM0338_MARK LOGO: NONE
 PM0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0338
 PM0338  HISTORY     - Date     Condition        Report By
 PM0338  HISTORY     - UNK      MONUMENTED       USLS
 PM0338  HISTORY     - 1975     GOOD             NOS
 PM0338  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 PM0338  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 PM0338
 PM0338                          STATION DESCRIPTION
 PM0338
 PM0338'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0338'IN ALGOMA.
 PM0338'IN ALGOMA, ON THE SOUTHWEST SIDE OF THE HARBOR NEAR THE LAKE SHORE,
 PM0338'ON THE NORTHEAST SIDE OF OF THE CITY WATER AND LIGHT PLANT AT 512
 PM0338'LAKE STREET, 22.3 FEET SOUTHEAST OF THE NORTH CORNER, 48.5 FEET WEST
 PM0338'OF THE EAST CORNER, ON TOP OF AND 4 INCHES NORTHWEST END OF STONE
 PM0338'MARKED BUILT A.D. 1903, BEING THE HIGHEST POINT IN A SQUARE DEFINED
 PM0338'BY EDGE OF STONE AND THREE LINES CUT IN THE STONE.
 PM0338
 PM0338                          STATION RECOVERY (2002)
 PM0338
 PM0338'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0338'THE CITY WATER AND LIGHT PLANT AT 512 LAKE ST. WAS TORN DOWN AND A NEW
 PM0338'30X30 FOOT PUMPING STATION BUILT WITH NO CORNERSTONE.  SOUTH OF THE
 PM0338'NEW BUILDING IS A 4 FOOT HIGH CONCRETE BOX WITH A CORPS OF ENGINEERS
 PM0338'DISK CEMENTED ONTO THE TOP NORTHWEST CORNER LABELED BM WATER 1997
 PM0338'SURVEY MARK.
 PM0338
 PM0338                          STATION RECOVERY (2004)
 PM0338
 PM0338'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0339 ***********************************************************************
 PM0339  DESIGNATION -  908 7070 WL 256
 PM0339  PID         -  PM0339
 PM0339  STATE/COUNTY-  WI/KEWAUNEE
 PM0339  COUNTRY     -  US
 PM0339  USGS QUAD   -  ALGOMA (2018)
 PM0339
 PM0339                         *CURRENT SURVEY CONTROL
 PM0339  ______________________________________________________________________
 PM0339* NAD 83(1986) POSITION- 44 36 32.31   (N) 087 25 56.58   (W)   HD_HELD1
 PM0339* NAVD 88 ORTHO HEIGHT -   178.182 (meters)      584.59  (feet) ADJUSTED
 PM0339  ______________________________________________________________________
 PM0339  GEOID HEIGHT    -        -36.509 (meters)                     GEOID18
 PM0339  DYNAMIC HEIGHT  -        178.162 (meters)      584.52  (feet) COMP
 PM0339  MODELED GRAVITY -    980,499.2   (mgal)                       NAVD 88
 PM0339
 PM0339  VERT ORDER      -  SECOND    CLASS I
 PM0339
 PM0339.The horizontal coordinates were determined by differentially corrected
 PM0339.hand held GPS observations or other comparable positioning techniques
 PM0339.and have an estimated accuracy of +/- 3 meters.
 PM0339
 PM0339.The orthometric height was determined by differential leveling and
 PM0339.adjusted by the NATIONAL GEODETIC SURVEY
 PM0339.in October 2019.
 PM0339
 PM0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0339.GEOID18 height accuracy estimate available here.
 PM0339
 PM0339.Click photographs - Photos may exist for this station.
 PM0339
 PM0339.The dynamic height is computed by dividing the NAVD 88
 PM0339.geopotential number by the normal gravity value computed on the
 PM0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0339.degrees latitude (g = 980.6199 gals.).
 PM0339
 PM0339.The modeled gravity was interpolated from observed gravity values.
 PM0339
 PM0339;                    North         East    Units  Estimated Accuracy
 PM0339;SPC WI C     -    89,409.7     803,776.9     MT  (+/- 3 meters HH1 GPS) 
 PM0339
 PM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6569039604(NAD 83)
 PM0339
 PM0339                          SUPERSEDED SURVEY CONTROL
 PM0339
 PM0339  NAVD 88 (06/15/91)  178.188  (m)          584.61   (f) SUPERSEDED  1 1
 PM0339
 PM0339.Superseded values are not recommended for survey control.
 PM0339
 PM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0339.See file dsdata.pdf to determine how the superseded data were derived.
 PM0339
 PM0339_MARKER: DD = SURVEY DISK
 PM0339_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PM0339_SP_SET: PIER
 PM0339_STAMPING: WL 256 1935
 PM0339_MARK LOGO: USLS
 PM0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0339+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2019
 PM0339
 PM0339  HISTORY     - Date     Condition        Report By
 PM0339  HISTORY     - 1935     MONUMENTED       USLS
 PM0339  HISTORY     - 1975     GOOD             NOS
 PM0339  HISTORY     - 19950829 GOOD             USPSQD
 PM0339  HISTORY     - 20021104 GOOD             USPSQD
 PM0339  HISTORY     - 20040303 GOOD             USPSQD
 PM0339  HISTORY     - 20050720 GOOD             WIDT
 PM0339  HISTORY     - 20080929 GOOD             WIDT
 PM0339  HISTORY     - 20180813 GOOD             USPSQD
 PM0339  HISTORY     - 20190730 GOOD             WIDT
 PM0339
 PM0339                          STATION DESCRIPTION
 PM0339
 PM0339'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0339'IN ALGOMA.
 PM0339'IN ALGOMA, ON THE NORTHEAST CONCRETE PIER, 7.7 FEET NORTHEAST OF THE
 PM0339'SOUTHWEST FACE OF THE AHNAPEE RIVER CHANNEL WALL, 1.5 FEET SOUTHEAST
 PM0339'OF THE INNER END, BEING THE HIGHEST POINT OF A BRONZE DISK, SET INTO
 PM0339'CONCRETE.
 PM0339
 PM0339                          STATION RECOVERY (1995)
 PM0339
 PM0339'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0339'RECOVERED IN GOOD CONDITION.
 PM0339
 PM0339                          STATION RECOVERY (2002)
 PM0339
 PM0339'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0339'RECOVERED IN GOOD CONDITION.
 PM0339
 PM0339                          STATION RECOVERY (2004)
 PM0339
 PM0339'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0339'RECOVERED IN GOOD CONDITION.
 PM0339
 PM0339                          STATION RECOVERY (2005)
 PM0339
 PM0339'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0339'RECOVERED AS DESCRIBED IN GOOD CONDITION. ADD-THE STATION IS LOCATED
 PM0339'3.1 M NORTHWEST OF STATION 908 7070 3.
 PM0339
 PM0339                          STATION RECOVERY (2008)
 PM0339
 PM0339'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0339'RECOVERED AS DESCRIBED.
 PM0339
 PM0339                          STATION RECOVERY (2018)
 PM0339
 PM0339'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 PM0339'RECOVERED IN GOOD CONDITION.
 PM0339
 PM0339                          STATION RECOVERY (2019)
 PM0339
 PM0339'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 PM0339'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0380 ***********************************************************************
 PM0380  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PM0380  DESIGNATION -  908 7072 1
 PM0380  PID         -  PM0380
 PM0380  STATE/COUNTY-  WI/DOOR
 PM0380  COUNTRY     -  US
 PM0380  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0380
 PM0380                         *CURRENT SURVEY CONTROL
 PM0380  ______________________________________________________________________
 PM0380* NAD 83(1986) POSITION- 44 47 41.87   (N) 087 18 47.96   (W)   HD_HELD1
 PM0380* NAVD 88 ORTHO HEIGHT -   182.599 (meters)      599.08  (feet) ADJUSTED
 PM0380  ______________________________________________________________________
 PM0380  GEOID HEIGHT    -        -36.774 (meters)                     GEOID18
 PM0380  DYNAMIC HEIGHT  -        182.581 (meters)      599.02  (feet) COMP
 PM0380  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 PM0380
 PM0380  VERT ORDER      -  SECOND    CLASS I
 PM0380
 PM0380.The horizontal coordinates were determined by differentially corrected
 PM0380.hand held GPS observations or other comparable positioning techniques
 PM0380.and have an estimated accuracy of +/- 3 meters.
 PM0380
 PM0380.The orthometric height was determined by differential leveling and
 PM0380.adjusted by the NATIONAL GEODETIC SURVEY
 PM0380.in July 2020.
 PM0380
 PM0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0380.GEOID18 height accuracy estimate available here.
 PM0380
 PM0380.This Water Level Mark is designated as VM 18383
 PM0380.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PM0380
 PM0380.Click photographs - Photos may exist for this station.
 PM0380
 PM0380.The dynamic height is computed by dividing the NAVD 88
 PM0380.geopotential number by the normal gravity value computed on the
 PM0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0380.degrees latitude (g = 980.6199 gals.).
 PM0380
 PM0380.The modeled gravity was interpolated from observed gravity values.
 PM0380
 PM0380;                    North         East    Units  Estimated Accuracy
 PM0380;SPC WI C     -   110,371.1     812,539.0     MT  (+/- 3 meters HH1 GPS) 
 PM0380
 PM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7521760221(NAD 83)
 PM0380
 PM0380                          SUPERSEDED SURVEY CONTROL
 PM0380
 PM0380  NAVD 88 (02/27/17)  182.597  (m)          599.07   (f) SUPERSEDED  2 1
 PM0380  NAVD 88 (06/15/91)  182.592  (m)          599.05   (f) SUPERSEDED  1 1
 PM0380
 PM0380.Superseded values are not recommended for survey control.
 PM0380
 PM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0380.See file dsdata.pdf to determine how the superseded data were derived.
 PM0380
 PM0380_MARKER: B = BOLT
 PM0380_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0380+WITH SETTING: PAVEMENT
 PM0380_SP_SET: LIGHTHOUSE BASE SHAFT
 PM0380_STAMPING: BM 1
 PM0380_MARK LOGO: USACE
 PM0380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0380+STABILITY: SURFACE MOTION
 PM0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0380+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2022
 PM0380
 PM0380  HISTORY     - Date     Condition        Report By
 PM0380  HISTORY     - UNK      MONUMENTED       USACE
 PM0380  HISTORY     - 19750918 GOOD             NOS
 PM0380  HISTORY     - 19910504 GOOD             USPSQD
 PM0380  HISTORY     - 19961019 GOOD             USPSQD
 PM0380  HISTORY     - 20030811 GOOD             USPSQD
 PM0380  HISTORY     - 20050728 GOOD             WIDT
 PM0380  HISTORY     - 20081119 GOOD             WIDT
 PM0380  HISTORY     - 20150815 GOOD             NOS
 PM0380  HISTORY     - 20180725 GOOD             CO-OPS
 PM0380  HISTORY     - 20220827 GOOD             CO-OPS
 PM0380
 PM0380                          STATION DESCRIPTION
 PM0380
 PM0380'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0380'IN STURGEON BAY.
 PM0380'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, ON
 PM0380'THE SOUTH SIDE OF THE LIGHTHOUSE, OPPOSITE OF THE HINGE OF THE SIDE
 PM0380'DOOR INTO THE BASE OF THE LIGHTHOUSE SHAFT, ON THE OUTER END OF THE
 PM0380'SOUTH OUTER LEG, ON TOP OF THE WEST ANCHOR BOLT, BEING THE HIGHEST
 PM0380'POINT OF A CROSS CUT IN THE END OF THE BOLT.
 PM0380
 PM0380                          STATION RECOVERY (1991)
 PM0380
 PM0380'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHM)
 PM0380'RECOVERED IN GOOD CONDITION.
 PM0380
 PM0380                          STATION RECOVERY (1996)
 PM0380
 PM0380'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0380'RECOVERED IN GOOD CONDITION.
 PM0380
 PM0380                          STATION RECOVERY (2003)
 PM0380
 PM0380'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0380'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS COVERED
 PM0380'WITH SEVERAL LAYERS OF PAINT.
 PM0380
 PM0380                          STATION RECOVERY (2005)
 PM0380
 PM0380'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0380'RECOVERED AS DESCRIBED IN GOOD CONDITION
 PM0380
 PM0380                          STATION RECOVERY (2008)
 PM0380
 PM0380'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0380'RECOVERED AS DESCRIBED.
 PM0380
 PM0380                          STATION RECOVERY (2015)
 PM0380
 PM0380'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (SPT)
 PM0380'RECOVERED AS DESCRIBED.
 PM0380
 PM0380                          STATION RECOVERY (2018)
 PM0380
 PM0380'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (ANS)
 PM0380'RECOVERED AS DESCRIBED.
 PM0380
 PM0380                          STATION RECOVERY (2022)
 PM0380
 PM0380'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 PM0380'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF IDLEWILD, 6.9
 PM0380'MI (11.1 KM) SOUTH OF INSTITUTE AND 4.1 MI (6.6 KM) SOUTHEAST OF
 PM0380'STURGEON BAY.
 PM0380'
 PM0380'BENCH MARK IS LOCATED ON THE US COAST GUARD STATION PROPERTY IN
 PM0380'STURGEON BAY WI.  THE ADDRESS OF BASE IS 2500 CANAL ROAD STURGEON BAY,
 PM0380'WI 54235.
 PM0380'
 PM0380'TO REACH BENCH MARK 7072 1 (BM NO 1) IN STURGEON BAY, DOOR COUNTY,
 PM0380'WISCONSIN FROM THE INTERSECTION OF HIGHWAY 42/57 AND UTAH ROAD,
 PM0380'PROCEED EAST ON UTAH ROAD FOR APPROXIMATELY 0.48 KM (0.30 MI) TO THE
 PM0380'INTERSECTION WITH COLE ROAD, THEN PROCEED SOUTH ON COLE ROAD FOR
 PM0380'APPROXIMATELY 0.40 KM (0.25 MI) TO THE INTERSECTION WITH CANAL ROAD,
 PM0380'THEN PROCEED EAST-SOUTHEAST ON CANAL ROAD FOR APPROXIMATELY 4.18 KM
 PM0380'(2.60 MI) TO THE USCG PROPERTY, CANAL ROAD DEAD ENDS INTO THE USCG
 PM0380'PROPERTY, BENCH MARK IS ON THE SOUTH SIDE OF THE LIGHTHOUSE, OPPOSITE
 PM0380'THE HINGE OF THE SIDE DOOR INTO THE BASE OF THE LIGHTHOUSE SHAFT, ON
 PM0380'THE OUTER END OF THE SOUTH OUTER LEG, 4.13 M (13.5 FT) SOUTH OF THE
 PM0380'STEEL LIGHTHOUSE SHAFT WALL AND ON TOP OF THE WEST ANCHOR BOLT, BEING
 PM0380'THE HIGHEST POINT OF A CROSS CUT IN THE TOP OF THE BOLT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0382 ***********************************************************************
 PM0382  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PM0382  DESIGNATION -  908 7072 2
 PM0382  PID         -  PM0382
 PM0382  STATE/COUNTY-  WI/DOOR
 PM0382  COUNTRY     -  US
 PM0382  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0382
 PM0382                         *CURRENT SURVEY CONTROL
 PM0382  ______________________________________________________________________
 PM0382* NAD 83(1986) POSITION- 44 47 41.76   (N) 087 18 48.13   (W)   HD_HELD1
 PM0382* NAVD 88 ORTHO HEIGHT -   182.753 (meters)      599.58  (feet) ADJUSTED
 PM0382  ______________________________________________________________________
 PM0382  GEOID HEIGHT    -        -36.773 (meters)                     GEOID18
 PM0382  DYNAMIC HEIGHT  -        182.735 (meters)      599.52  (feet) COMP
 PM0382  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 PM0382
 PM0382  VERT ORDER      -  SECOND    CLASS I
 PM0382
 PM0382.The horizontal coordinates were determined by differentially corrected
 PM0382.hand held GPS observations or other comparable positioning techniques
 PM0382.and have an estimated accuracy of +/- 3 meters.
 PM0382
 PM0382.The orthometric height was determined by differential leveling and
 PM0382.adjusted by the NATIONAL GEODETIC SURVEY
 PM0382.in July 2020.
 PM0382
 PM0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0382.GEOID18 height accuracy estimate available here.
 PM0382
 PM0382.This Water Level Mark is designated as VM 18384
 PM0382.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PM0382
 PM0382.Click photographs - Photos may exist for this station.
 PM0382
 PM0382.The dynamic height is computed by dividing the NAVD 88
 PM0382.geopotential number by the normal gravity value computed on the
 PM0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0382.degrees latitude (g = 980.6199 gals.).
 PM0382
 PM0382.The modeled gravity was interpolated from observed gravity values.
 PM0382
 PM0382;                    North         East    Units  Estimated Accuracy
 PM0382;SPC WI C     -   110,367.6     812,535.4     MT  (+/- 3 meters HH1 GPS) 
 PM0382
 PM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7521360218(NAD 83)
 PM0382
 PM0382                          SUPERSEDED SURVEY CONTROL
 PM0382
 PM0382  NAVD 88 (02/27/17)  182.753  (m)          599.58   (f) SUPERSEDED  2 1
 PM0382  NAVD 88 (05/08/12)  182.751  (m)          599.58   (f) SUPERSEDED  2 1
 PM0382  NAVD 88 (06/15/91)  182.760  (m)          599.61   (f) SUPERSEDED  1 1
 PM0382
 PM0382.Superseded values are not recommended for survey control.
 PM0382
 PM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0382.See file dsdata.pdf to determine how the superseded data were derived.
 PM0382
 PM0382_MARKER: X = CHISELED CROSS
 PM0382_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0382+WITH SETTING: PAVEMENT
 PM0382_SP_SET: BRICK SILL BASE
 PM0382_STAMPING: USBM 2
 PM0382_MARK LOGO: NONE
 PM0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0382+STABILITY: SURFACE MOTION
 PM0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0382+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2022
 PM0382
 PM0382  HISTORY     - Date     Condition        Report By
 PM0382  HISTORY     - UNK      MONUMENTED       USACE
 PM0382  HISTORY     - 19750918 GOOD             NOS
 PM0382  HISTORY     - 20030811 GOOD             USPSQD
 PM0382  HISTORY     - 20050728 GOOD             WIDT
 PM0382  HISTORY     - 20081119 GOOD             WIDT
 PM0382  HISTORY     - 20150815 GOOD             NOS
 PM0382  HISTORY     - 20180725 GOOD             CO-OPS
 PM0382  HISTORY     - 20220827 GOOD             CO-OPS
 PM0382
 PM0382                          STATION DESCRIPTION
 PM0382
 PM0382'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0382'IN STURGEON BAY.
 PM0382'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, ON
 PM0382'THE NORTHEAST FACE OF THE BRICK RADIO BUILDING, 0.3 FT FROM THE EAST
 PM0382'CORNER, 1.0 FT ABOVE THE GROUND, BEING THE HIGHEST POINT ON TOP OF A
 PM0382'BRICK BASE OVER A PAINT-COVERED CROSS CUT INTO THE BRICK, ABOVE THE
 PM0382'INSCRIPTION USBM 2 CUT IN THE FACE OF THE FOUNDATION.
 PM0382
 PM0382                          STATION RECOVERY (2003)
 PM0382
 PM0382'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0382'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 7.8 FEET EAST OF AN
 PM0382'ELECTRIC METER MOUNTED ON THE NORTHEAST FACE OF THE BRICK BUILDING.
 PM0382
 PM0382                          STATION RECOVERY (2005)
 PM0382
 PM0382'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0382'RECOVERED AS DESCRIBED IN GOOD CONDITION
 PM0382
 PM0382                          STATION RECOVERY (2008)
 PM0382
 PM0382'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0382'RECOVERED AS DESCRIBED.
 PM0382
 PM0382                          STATION RECOVERY (2015)
 PM0382
 PM0382'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (SPT)
 PM0382'RECOVERED IN GOOD CONDITION.
 PM0382'
 PM0382'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF
 PM0382'IDLEWILD, 6.9 MI (11.1 KM) SOUTH OF INSTITUTE AND 4.1 MI (6.6 KM)
 PM0382'SOUTHEAST OF STURGEON BAY.
 PM0382
 PM0382                          STATION RECOVERY (2018)
 PM0382
 PM0382'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (ANS)
 PM0382'RECOVERED AS DESCRIBED.
 PM0382
 PM0382                          STATION RECOVERY (2022)
 PM0382
 PM0382'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 PM0382'BENCH MARK IS LOCATED ON THE US COAST GUARD STATION PROPERTY IN
 PM0382'STURGEON BAY WI.  THE ADDRESS OF BASE IS 2500 CANAL ROAD STURGEON BAY,
 PM0382'WI 54235.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0381 ***********************************************************************
 PM0381  DESIGNATION -  908 7072 BASE PLATE
 PM0381  PID         -  PM0381
 PM0381  STATE/COUNTY-  WI/DOOR
 PM0381  COUNTRY     -  US
 PM0381  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0381
 PM0381                         *CURRENT SURVEY CONTROL
 PM0381  ______________________________________________________________________
 PM0381* NAD 83(1986) POSITION- 44 47 42.     (N) 087 18 48.     (W)   SCALED
 PM0381* NAVD 88 ORTHO HEIGHT -   182.259 (meters)      597.96  (feet) ADJUSTED
 PM0381  ______________________________________________________________________
 PM0381  GEOID HEIGHT    -        -36.774 (meters)                     GEOID18
 PM0381  DYNAMIC HEIGHT  -        182.240 (meters)      597.90  (feet) COMP
 PM0381  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 PM0381
 PM0381  VERT ORDER      -  SECOND    CLASS I
 PM0381
 PM0381.The horizontal coordinates were scaled from a map and have
 PM0381.an estimated accuracy of +/- 6 seconds.
 PM0381
 PM0381.The orthometric height was determined by differential leveling and
 PM0381.adjusted by the NATIONAL GEODETIC SURVEY
 PM0381.in February 2017.
 PM0381
 PM0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0381.GEOID18 height accuracy estimate available here.
 PM0381
 PM0381.Click photographs - Photos may exist for this station.
 PM0381
 PM0381.The dynamic height is computed by dividing the NAVD 88
 PM0381.geopotential number by the normal gravity value computed on the
 PM0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0381.degrees latitude (g = 980.6199 gals.).
 PM0381
 PM0381.The modeled gravity was interpolated from observed gravity values.
 PM0381
 PM0381;                    North         East    Units  Estimated Accuracy
 PM0381;SPC WI C     -   110,380.      812,540.      MT  (+/- 180 meters Scaled)
 PM0381
 PM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ752602(NAD 83)
 PM0381
 PM0381                          SUPERSEDED SURVEY CONTROL
 PM0381
 PM0381  NAVD 88 (06/15/91)  182.254  (m)          597.95   (f) SUPERSEDED  1 1
 PM0381
 PM0381.Superseded values are not recommended for survey control.
 PM0381
 PM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0381.See file dsdata.pdf to determine how the superseded data were derived.
 PM0381
 PM0381_MARKER: Q = CHISELED SQUARE
 PM0381_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0381+WITH SETTING: PAVEMENT
 PM0381_SP_SET: BASE OF LIGHTHOUSE SHAFT
 PM0381_MARK LOGO: NONE
 PM0381_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0381+STABILITY: SURFACE MOTION
 PM0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0381+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2008
 PM0381
 PM0381  HISTORY     - Date     Condition        Report By
 PM0381  HISTORY     - UNK      MONUMENTED       USACE
 PM0381  HISTORY     - 1975     GOOD             NOS
 PM0381  HISTORY     - 19910504 GOOD             USPSQD
 PM0381  HISTORY     - 19961019 GOOD             USPSQD
 PM0381  HISTORY     - 20030811 POOR             USPSQD
 PM0381  HISTORY     - 20050729 POOR             WIDT
 PM0381  HISTORY     - 20081119 GOOD             WIDT
 PM0381
 PM0381                          STATION DESCRIPTION
 PM0381
 PM0381'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0381'IN STURGEON BAY.
 PM0381'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY, ON THE
 PM0381'SOUTHEAST SIDE OF THE LIGHTHOUSE, 2.0 FEET NORTHEAST OF THE HINGE
 PM0381'SIDE OF THE DOOR, INTO THE BASE OF THE LIGHTHOUSE SHAFT, ON THE OUTER
 PM0381'EDGE OF THE BASE PLATE, BEING THE HIGHEST POINT ON THE SURFACE OF THE
 PM0381'PLATE WITHIN A 2-INCH SQUARE FORMED BY THE EDGE OF THE PLATE AND
 PM0381'FAINT PUNCH MARKS IN THE PLATE.
 PM0381
 PM0381                          STATION RECOVERY (1991)
 PM0381
 PM0381'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHM)
 PM0381'RECOVERED IN GOOD CONDITION.
 PM0381
 PM0381                          STATION RECOVERY (1996)
 PM0381
 PM0381'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0381'RECOVERED IN GOOD CONDITION.
 PM0381
 PM0381                          STATION RECOVERY (2003)
 PM0381
 PM0381'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0381'STATION RECOVERED IN POOR CONDITION.  NOTE-- THE LIGHTHOUSE BASE PLATE
 PM0381'AND STATION IS COVERED WITH SEVERAL LAYERS OF PAINT.
 PM0381
 PM0381                          STATION RECOVERY (2005)
 PM0381
 PM0381'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0381'RECOVERED IN POOR CONDITION.  ADD--RECOVERED A NOTCH ON THE OUTSIDE
 PM0381'EDGE OF THE BASE PLATE EXACTLY 0.6 M NORTHEAST OF THE ENTRY DOOR S
 PM0381'LOWER HINGE, SAID NOTCH IS ALSO EXACTLY 5 CM SOUTHWEST OF THE MATING
 PM0381'PLATE EDGE.  --NOTE THE STATION AREA IS SUBJECT TO MANY LAYERS OF
 PM0381'PAINT.
 PM0381
 PM0381                          STATION RECOVERY (2008)
 PM0381
 PM0381'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0381'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0362 ***********************************************************************
 PM0362  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PM0362  DESIGNATION -  908 7072 DWELLING A
 PM0362  PID         -  PM0362
 PM0362  STATE/COUNTY-  WI/DOOR
 PM0362  COUNTRY     -  US
 PM0362  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0362
 PM0362                         *CURRENT SURVEY CONTROL
 PM0362  ______________________________________________________________________
 PM0362* NAD 83(1986) POSITION- 44 47 41.15   (N) 087 18 45.66   (W)   HD_HELD1
 PM0362* NAVD 88 ORTHO HEIGHT -   178.598 (meters)      585.95  (feet) ADJUSTED
 PM0362  ______________________________________________________________________
 PM0362  GEOID HEIGHT    -        -36.774 (meters)                     GEOID18
 PM0362  DYNAMIC HEIGHT  -        178.580 (meters)      585.89  (feet) COMP
 PM0362  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 PM0362
 PM0362  VERT ORDER      -  FIRST     CLASS I
 PM0362
 PM0362.The horizontal coordinates were determined by differentially corrected
 PM0362.hand held GPS observations or other comparable positioning techniques
 PM0362.and have an estimated accuracy of +/- 3 meters.
 PM0362
 PM0362.The orthometric height was determined by differential leveling and
 PM0362.adjusted by the NATIONAL GEODETIC SURVEY
 PM0362.in June 1991.
 PM0362
 PM0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0362.GEOID18 height accuracy estimate available here.
 PM0362
 PM0362.This Water Level Mark is designated as VM 13223
 PM0362.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PM0362
 PM0362.Click photographs - Photos may exist for this station.
 PM0362
 PM0362.The dynamic height is computed by dividing the NAVD 88
 PM0362.geopotential number by the normal gravity value computed on the
 PM0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0362.degrees latitude (g = 980.6199 gals.).
 PM0362
 PM0362.The modeled gravity was interpolated from observed gravity values.
 PM0362
 PM0362;                    North         East    Units  Estimated Accuracy
 PM0362;SPC WI C     -   110,350.6     812,590.3     MT  (+/- 3 meters HH1 GPS) 
 PM0362
 PM0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7526760199(NAD 83)
 PM0362
 PM0362                          SUPERSEDED SURVEY CONTROL
 PM0362
 PM0362.No superseded survey control is available for this station.
 PM0362
 PM0362_MARKER: F = FLANGE-ENCASED ROD
 PM0362_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0362+WITH SETTING: INFORMATION.
 PM0362_STAMPING: DWELLING A
 PM0362_MARK LOGO: NGS
 PM0362_PROJECTION: RECESSED 15 CENTIMETERS
 PM0362_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0362+STABILITY: SURFACE MOTION
 PM0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0362+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2022
 PM0362
 PM0362  HISTORY     - Date     Condition        Report By
 PM0362  HISTORY     - 1953     MONUMENTED       USLS
 PM0362  HISTORY     - 1975     GOOD             NOS
 PM0362  HISTORY     - 19940902 GOOD             NOS
 PM0362  HISTORY     - 19950801 GOOD             NOS
 PM0362  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 PM0362  HISTORY     - 20081119 GOOD             WIDT
 PM0362  HISTORY     - 20150815 GOOD             NOS
 PM0362  HISTORY     - 20180725 GOOD             CO-OPS
 PM0362  HISTORY     - 20220827 GOOD             CO-OPS
 PM0362
 PM0362                          STATION DESCRIPTION
 PM0362
 PM0362'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0362'IN STURGEON BAY.
 PM0362'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, IN
 PM0362'THE COAST GUARD STATION PARKING AREA, 79.0 FEET SOUTHWEST OF THE
 PM0362'INNER END CENTERLINE OF THE NORTHEAST BREAKWATER, 59.8 FEET SOUTHWEST
 PM0362'OF A UTILITY POLE, 58.3 FEET SOUTHEAST OF THE SOUTH CORNER OF A FENCE
 PM0362'ENCLOSING A RADIO MAST, 2.5 FEET EAST OF THE EAST CORNER OF OF A
 PM0362'FENCE ENCLOSING THE SOUTHEASTERLY ANCHOR CABLE, 0.5 FT BELOW THE
 PM0362'GROUND, BEING THE HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON ROD,
 PM0362'14 FEET LONG.
 PM0362
 PM0362                          STATION RECOVERY (1994)
 PM0362
 PM0362'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PM0362'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, IN
 PM0362'THE COAST GUARD STATION PARKING AREA, 37.1 METERS (121.7 FT) ENE OF
 PM0362'THE NE CORNER CINDER BLOCK STORAGE BIULDING, 17.5 METERS (57.4 FT)
 PM0362'SOUTH OF THE SW CORNER OF THE TRANSFORMER BOX, 4.2 METERS (13.8 FT) NW
 PM0362'OF THE NW EDGE OF PARKING LOT, 0.5 FT (15.2 CM) BELOW THE GROUND,
 PM0362'BEING THE HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON ROD, 14 FEET
 PM0362'(4.3 M) LONG.
 PM0362
 PM0362                          STATION RECOVERY (1995)
 PM0362
 PM0362'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 PM0362'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, IN
 PM0362'THE COAST GUARD STATION PARKING AREA, 37.1 METERS (121.7 FT) ENE OF
 PM0362'THE NE CORNER CINDER BLOCK STORAGE BIULDING, 17.5 METERS (57.4 FT)
 PM0362'SOUTH OF THE SW CORNER OF THE TRANSFORMER BOX, 4.2 METERS (13.8 FT) NW
 PM0362'OF THE NW EDGE OF PARKING LOT, 0.5 FT (15.2 CM) BELOW THE GROUND,
 PM0362'BEING THE HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON ROD, 14 FEET
 PM0362'(4.3 M) LONG.  NGS COVER INSTALLED WITH KICKBLOCK.
 PM0362
 PM0362                          STATION RECOVERY (2003)
 PM0362
 PM0362'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0362'MARK NOT FOUND.
 PM0362
 PM0362                          STATION RECOVERY (2008)
 PM0362
 PM0362'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0362'RECOVERED AS DESCRIBED.
 PM0362
 PM0362                          STATION RECOVERY (2015)
 PM0362
 PM0362'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (SPT)
 PM0362'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHEAST OF IDLEWILD,
 PM0362'6.9 MI (11.1 KM) SOUTH OF INSTITUTE AND 4.2 MI (6.7 KM) SOUTHEAST OF
 PM0362'STURGEON BAY.
 PM0362'
 PM0362'TO REACH IN STURGEON BAY, FROM THE INTERSECTION OF HWY 42/57 AND UTAH
 PM0362'ROAD, PROCEED EAST ON UTAH ROAD FOR APPROX 0.48 KM (0.30 MI) TO THE
 PM0362'INTERSECTION WITH COLE ROAD, THEN PROCEED SOUTH ON COLE RD FOR APPROX
 PM0362'0.40 KM (0.25 MI) TO THE INTERSECTION WITH CANAL RD, THEN PROCEED ESE
 PM0362'ON CANAL RD FOR APPROX 4.18 KM (2.60 MI) TO THE USCG PROPERTY, CANAL
 PM0362'RD DEAD ENDS INTO THE USCG PROPERTY, AT THE SOUTH END OF THE STURGEON
 PM0362'BAY CANAL, IN THE U.S. COAST GUARD STATION PARKING AREA, NEAR THE
 PM0362'SHORE END OF THE BREAKWATER.
 PM0362'
 PM0362'IT IS  37.1 M (121.7 FT) ENE OF THE NE CORNER OF A CINDER BLOCK
 PM0362'STORAGE BUILDING, 17.5 M (57.4 FT) SOUTH OF THE SE CORNER OF A
 PM0362'TRANSFORMER BOX, 3.10 METERS (10.17 FT) NW OF THE NW EDGE OF PARKING
 PM0362'LOT.
 PM0362
 PM0362                          STATION RECOVERY (2018)
 PM0362
 PM0362'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (ANS)
 PM0362'RECOVERED AS DESCRIBED.
 PM0362
 PM0362                          STATION RECOVERY (2022)
 PM0362
 PM0362'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 PM0362'BENCH MARK IS LOCATED ON THE US COAST GUARD STATION PROPERTY IN
 PM0362'STURGEON BAY WI.  THE ADDRESS OF BASE IS 2500 CANAL ROAD STURGEON BAY,
 PM0362'WI 54235.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC8311 ***********************************************************************
 AC8311  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AC8311  DESIGNATION -  908 7072 F
 AC8311  PID         -  AC8311
 AC8311  STATE/COUNTY-  WI/DOOR
 AC8311  COUNTRY     -  US
 AC8311  USGS QUAD   -  STURGEON BAY EAST (2018)
 AC8311
 AC8311                         *CURRENT SURVEY CONTROL
 AC8311  ______________________________________________________________________
 AC8311* NAD 83(1986) POSITION- 44 47 41.73   (N) 087 18 50.89   (W)   HD_HELD1
 AC8311* NAVD 88 ORTHO HEIGHT -   177.877 (meters)      583.58  (feet) ADJUSTED
 AC8311  ______________________________________________________________________
 AC8311  GEOID HEIGHT    -        -36.773 (meters)                     GEOID18
 AC8311  DYNAMIC HEIGHT  -        177.859 (meters)      583.53  (feet) COMP
 AC8311  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 AC8311
 AC8311  VERT ORDER      -  SECOND    CLASS I
 AC8311
 AC8311.The horizontal coordinates were determined by differentially corrected
 AC8311.hand held GPS observations or other comparable positioning techniques
 AC8311.and have an estimated accuracy of +/- 3 meters.
 AC8311
 AC8311.The orthometric height was determined by differential leveling and
 AC8311.adjusted by the NATIONAL GEODETIC SURVEY
 AC8311.in July 1997.
 AC8311
 AC8311.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8311.GEOID18 height accuracy estimate available here.
 AC8311
 AC8311.This Water Level Mark is designated as VM 13224
 AC8311.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC8311
 AC8311.Click photographs - Photos may exist for this station.
 AC8311
 AC8311.The dynamic height is computed by dividing the NAVD 88
 AC8311.geopotential number by the normal gravity value computed on the
 AC8311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8311.degrees latitude (g = 980.6199 gals.).
 AC8311
 AC8311.The modeled gravity was interpolated from observed gravity values.
 AC8311
 AC8311;                    North         East    Units  Estimated Accuracy
 AC8311;SPC WI C     -   110,364.7     812,474.8     MT  (+/- 3 meters HH1 GPS) 
 AC8311
 AC8311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7515360217(NAD 83)
 AC8311
 AC8311                          SUPERSEDED SURVEY CONTROL
 AC8311
 AC8311.No superseded survey control is available for this station.
 AC8311
 AC8311_MARKER: F = FLANGE-ENCASED ROD
 AC8311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8311_STAMPING: 7072 F 1990
 AC8311_MARK LOGO: NOS
 AC8311_PROJECTION: RECESSED 15 CENTIMETERS
 AC8311_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8311+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2022
 AC8311_ROD/PIPE-DEPTH: 10.2 meters
 AC8311
 AC8311  HISTORY     - Date     Condition        Report By
 AC8311  HISTORY     - 1990     MONUMENTED       NOS
 AC8311  HISTORY     - 19920902 GOOD             NOS
 AC8311  HISTORY     - 19950801 GOOD             NOS
 AC8311  HISTORY     - 20030811 GOOD             USPSQD
 AC8311  HISTORY     - 20050728 GOOD             WIDT
 AC8311  HISTORY     - 20081118 GOOD             WIDT
 AC8311  HISTORY     - 20150815 GOOD             NOS
 AC8311  HISTORY     - 20180725 GOOD             CO-OPS
 AC8311  HISTORY     - 20220827 GOOD             CO-OPS
 AC8311
 AC8311                          STATION DESCRIPTION
 AC8311
 AC8311'DESCRIBED BY NATIONAL OCEAN SERVICE 1992 (JRS)
 AC8311'AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, DOOR COUNTY,
 AC8311'WISCONSIN, 124.0 FEET (37.8 M) NORTHWEST OF NORTH CORNER OF GAUGE
 AC8311'HOUSE, 14.8 FEET (4.5 M) NORTHEAST OF OF WATER EDGE OF BULKHEAD, 26.3
 AC8311'FEET (8.0 M) NORTH OF NORTH SIDE OF SECOND BOLLARD NORTHWEST OF GAUGE
 AC8311'HOUSE, 25.6 FEET (7.8 M) SOUTH OF SOUTH SIDE OF THIRD BOLLARD
 AC8311'NORTHWEST OF GAUGE HOUSE, BEING HIGHEST POINT OF STANDARD NOS DISC,
 AC8311'0.5 FEET (15.2 CM) BELOW THE GROUND SURFACE, 5 INCH PVC PIPE WITH A
 AC8311'STANDARD ALUMINUM COVER, KICKBLOCK WAS REPLACED THIS INSPECTION.
 AC8311
 AC8311                          STATION RECOVERY (1995)
 AC8311
 AC8311'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AC8311'AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, DOOR COUNTY,
 AC8311'WISCONSIN, 124.0 FEET (37.8 M) NORTHWEST OF NORTH CORNER OF GAUGE
 AC8311'HOUSE, 14.8 FEET (4.5 M) NORTHEAST OF OF WATER EDGE OF BULKHEAD, 26.3
 AC8311'FEET (8.0 M) NORTH OF NORTH SIDE OF SECOND BOLLARD NORTHWEST OF GAUGE
 AC8311'HOUSE, 25.6 FEET (7.8 M) SOUTH OF SOUTH SIDE OF THIRD BOLLARD
 AC8311'NORTHWEST OF GAUGE HOUSE, BEING HIGHEST POINT OF STANDARD NOS DISC,
 AC8311'0.5 FEET (15.2 CM) BELOW THE GROUND SURFACE, 5 IN PVC PIPE WITH A
 AC8311'STANARD ALUMINUM COVER AND KICKBLOCK.
 AC8311
 AC8311                          STATION RECOVERY (2003)
 AC8311
 AC8311'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AC8311'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS STAMPED --7072F
 AC8311'1990--.
 AC8311
 AC8311                          STATION RECOVERY (2005)
 AC8311
 AC8311'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 AC8311'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AC8311
 AC8311                          STATION RECOVERY (2008)
 AC8311
 AC8311'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 AC8311'RECOVERED AS DESCRIBED.
 AC8311
 AC8311                          STATION RECOVERY (2015)
 AC8311
 AC8311'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (SPT)
 AC8311'RECOVERED AS DESCRIBED.
 AC8311
 AC8311                          STATION RECOVERY (2018)
 AC8311
 AC8311'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (ANS)
 AC8311'RECOVERED AS DESCRIBED.
 AC8311
 AC8311                          STATION RECOVERY (2022)
 AC8311
 AC8311'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 AC8311'BENCH MARK IS LOCATED ON THE US COAST GUARD STATION PROPERTY IN
 AC8311'STURGEON BAY WI.  THE ADDRESS OF BASE IS 2500 CANAL ROAD STURGEON BAY,
 AC8311'WI 54235.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0363 ***********************************************************************
 PM0363  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PM0363  DESIGNATION -  908 7072 FLAG A
 PM0363  PID         -  PM0363
 PM0363  STATE/COUNTY-  WI/DOOR
 PM0363  COUNTRY     -  US
 PM0363  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0363
 PM0363                         *CURRENT SURVEY CONTROL
 PM0363  ______________________________________________________________________
 PM0363* NAD 83(1986) POSITION- 44 47 40.0    (N) 087 18 47.3    (W)   HD_HELD2
 PM0363* NAVD 88 ORTHO HEIGHT -   178.408 (meters)      585.33  (feet) ADJUSTED
 PM0363  ______________________________________________________________________
 PM0363  GEOID HEIGHT    -        -36.773 (meters)                     GEOID18
 PM0363  DYNAMIC HEIGHT  -        178.390 (meters)      585.27  (feet) COMP
 PM0363  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 PM0363
 PM0363  VERT ORDER      -  SECOND    CLASS I
 PM0363
 PM0363.The horizontal coordinates were established by autonomous hand held GPS
 PM0363.observations and have an estimated accuracy of +/- 10 meters.
 PM0363
 PM0363.The orthometric height was determined by differential leveling and
 PM0363.adjusted by the NATIONAL GEODETIC SURVEY
 PM0363.in February 2017.
 PM0363
 PM0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0363.GEOID18 height accuracy estimate available here.
 PM0363
 PM0363.This Water Level Mark is designated as VM 13221
 PM0363.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PM0363
 PM0363.Click photographs - Photos may exist for this station.
 PM0363
 PM0363.The dynamic height is computed by dividing the NAVD 88
 PM0363.geopotential number by the normal gravity value computed on the
 PM0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0363.degrees latitude (g = 980.6199 gals.).
 PM0363
 PM0363.The modeled gravity was interpolated from observed gravity values.
 PM0363
 PM0363;                    North         East    Units  Estimated Accuracy
 PM0363;SPC WI C     -   110,314.      812,555.      MT  (+/- 10 meters HH2 GPS)
 PM0363
 PM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7523160163(NAD 83)
 PM0363
 PM0363                          SUPERSEDED SURVEY CONTROL
 PM0363
 PM0363  NAVD 88 (06/15/91)  178.408  (m)          585.33   (f) SUPERSEDED  1 1
 PM0363
 PM0363.Superseded values are not recommended for survey control.
 PM0363
 PM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0363.See file dsdata.pdf to determine how the superseded data were derived.
 PM0363
 PM0363_MARKER: F = FLANGE-ENCASED ROD
 PM0363_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0363+WITH SETTING: INFORMATION.
 PM0363_STAMPING: FLAG A 1955
 PM0363_MARK LOGO: NGS
 PM0363_PROJECTION: RECESSED 2 CENTIMETERS
 PM0363_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0363+STABILITY: SURFACE MOTION
 PM0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0363+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2022
 PM0363
 PM0363  HISTORY     - Date     Condition        Report By
 PM0363  HISTORY     - 1955     MONUMENTED       USLS
 PM0363  HISTORY     - 1975     GOOD             NOS
 PM0363  HISTORY     - 19910504 GOOD             USPSQD
 PM0363  HISTORY     - 19940908 GOOD             NOS
 PM0363  HISTORY     - 19950801 GOOD             NOS
 PM0363  HISTORY     - 19961019 GOOD             USPSQD
 PM0363  HISTORY     - 20030811 GOOD             USPSQD
 PM0363  HISTORY     - 20081119 GOOD             WIDT
 PM0363  HISTORY     - 20150815 GOOD             NOS
 PM0363  HISTORY     - 20180725 GOOD             CO-OPS
 PM0363  HISTORY     - 20220827 GOOD             CO-OPS
 PM0363
 PM0363                          STATION DESCRIPTION
 PM0363
 PM0363'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0363'IN STURGEON BAY.
 PM0363'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, AT
 PM0363'THE COAST GUARD STATION UNDER THE CENTER OF THE STEEL FLAGPOLE, 45.7
 PM0363'FEET SOUTH FROM THE EAST CORNER AND 45.9 FEET FROM THE SOUTH CORNER
 PM0363'OF THE BOATHOUSE, ABOUT FLUSH WITH THE GROUND, BEING THE HIGHEST
 PM0363'POINT ON TOP OF A 1-INCH DIAMETER IRON ROD, 12 FEET LONG.
 PM0363
 PM0363                          STATION RECOVERY (1991)
 PM0363
 PM0363'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHM)
 PM0363'RECOVERED IN GOOD CONDITION.
 PM0363
 PM0363                          STATION RECOVERY (1994)
 PM0363
 PM0363'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PM0363'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, AT
 PM0363'THE COAST GUARD STATION UNDER THE CENTER OF THE STEEL FLAGPOLE, 14.0
 PM0363'METERS (45.9 FT) NE OF THE SW CORNER OF USCG BLDG, 10.8 METERS (35.4
 PM0363'FT) SW OF THE NW OF THE CINDER BLOCK STORAGE BIULDING, 2.2 METERS (7.2
 PM0363'FT) WEST OF THE EAST LEG OF FLAGPOLE, ABOUT FLUSH WITH THE GROUND,
 PM0363'BEING THE HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON ROD, 12 FEET
 PM0363'(3.7 M) LONG.
 PM0363
 PM0363                          STATION RECOVERY (1995)
 PM0363
 PM0363'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 PM0363'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, AT
 PM0363'THE COAST GUARD STATION UNDER THE CENTER OF THE STEEL FLAGPOLE, 14.0
 PM0363'METERS (45.9 FT) NE OF THE SW CORNER OF USCG BLDG, 10.8 METERS (35.4
 PM0363'FT) SW OF THE NW OF THE CINDER BLOCK STORAGE BIULDING, 2.2 METERS (7.2
 PM0363'FT) WEST OF THE EAST LEG OF FLAGPOLE, ABOUT FLUSH WITH THE GROUND,
 PM0363'BEING THE HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON ROD, 12 FEET
 PM0363'(3.7 M) LONG.  NGS COVER INSTALLED WITH KICKBLOCK.
 PM0363
 PM0363                          STATION RECOVERY (1996)
 PM0363
 PM0363'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0363'RECOVERED IN GOOD CONDITION.
 PM0363
 PM0363                          STATION RECOVERY (2003)
 PM0363
 PM0363'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0363'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8 FEET WEST OF THE
 PM0363'CENTER OF A CONCRETE SIDEWALK BETWEEN THE CINDER BLOCK BUILDING AND
 PM0363'THE CANAL, 1 FOOT EAST OF A 5 FOOT HIGH YARD LIGHT.  NOTE-- THE
 PM0363'MONUMENT IS STAMPED --FLAG A 1955--.
 PM0363
 PM0363                          STATION RECOVERY (2008)
 PM0363
 PM0363'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0363'RECOVERED AS DESCRIBED.
 PM0363
 PM0363                          STATION RECOVERY (2015)
 PM0363
 PM0363'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (SPT)
 PM0363'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHEAST OF IDLEWILD,
 PM0363'6.9 MI (11.1 KM) SOUTH OF INSTITUTE AND 4.2 MI (6.8 KM) SOUTHEAST OF
 PM0363'STURGEON BAY.
 PM0363'
 PM0363'TO REACH IN STURGEON BAY FROM THE INTERSECTION OF HIGHWAY 42/57 AND
 PM0363'UTAH ROAD, PROCEED EAST ON UTAH ROAD FOR APPROXIMATELY 0.48 KM (0.30
 PM0363'MI) TO THE INTERSECTION WITH COLE ROAD, THEN PROCEED SOUTH ON COLE
 PM0363'ROAD FOR APPROXIMATELY 0.40 KM (0.25 MI) TO THE INTERSECTION WITH
 PM0363'CANAL ROAD, THEN PROCEED EAST-SOUTHEAST ON CANAL ROAD FOR
 PM0363'APPROXIMATELY 4.18 KM (2.60 MI) TO THE USCG PROPERTY, CANAL ROAD DEAD
 PM0363'ENDS INTO THE USCG PROPERTY, AT THE SOUTHEAST END OF THE STURGEON BAY
 PM0363'CANAL.
 PM0363'
 PM0363'IT IS 14.0 M (45.9 FT) EAST OF THE SOUTHWEST CORNER OF USCG BUILDING,
 PM0363'10.75 M (35.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CINDER
 PM0363'BLOCK STORAGE BUILDING, 2.00 M (6.6 FT) WEST-NORTHWEST OF THE WESTERN
 PM0363'EDGE OF A SIDEWALK RUNNING NORTH AND SOUTH, 0.36 M (1.2 FT)
 PM0363'EAST-SOUTHEAST OF A METAL POLE WITH AIR TEMP SENSOR AND WHITE HOUSING.
 PM0363
 PM0363                          STATION RECOVERY (2018)
 PM0363
 PM0363'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (ANS)
 PM0363'RECOVERED AS DESCRIBED.
 PM0363
 PM0363                          STATION RECOVERY (2022)
 PM0363
 PM0363'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 PM0363'BENCH MARK IS LOCATED ON THE US COAST GUARD STATION PROPERTY IN
 PM0363'STURGEON BAY WI.  THE ADDRESS OF BASE IS 2500 CANAL ROAD STURGEON BAY,
 PM0363'WI 54235.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0361 ***********************************************************************
 PM0361  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PM0361  DESIGNATION -  908 7072 GARAGE
 PM0361  PID         -  PM0361
 PM0361  STATE/COUNTY-  WI/DOOR
 PM0361  COUNTRY     -  US
 PM0361  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0361
 PM0361                         *CURRENT SURVEY CONTROL
 PM0361  ______________________________________________________________________
 PM0361* NAD 83(1986) POSITION- 44 47 43.06   (N) 087 18 47.85   (W)   HD_HELD1
 PM0361* NAVD 88 ORTHO HEIGHT -   181.879 (meters)      596.71  (feet) ADJUSTED
 PM0361  ______________________________________________________________________
 PM0361  GEOID HEIGHT    -        -36.774 (meters)                     GEOID18
 PM0361  DYNAMIC HEIGHT  -        181.861 (meters)      596.66  (feet) COMP
 PM0361  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 PM0361
 PM0361  VERT ORDER      -  FIRST     CLASS I
 PM0361
 PM0361.The horizontal coordinates were determined by differentially corrected
 PM0361.hand held GPS observations or other comparable positioning techniques
 PM0361.and have an estimated accuracy of +/- 3 meters.
 PM0361
 PM0361.The orthometric height was determined by differential leveling and
 PM0361.adjusted by the NATIONAL GEODETIC SURVEY
 PM0361.in June 1998.
 PM0361
 PM0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0361.GEOID18 height accuracy estimate available here.
 PM0361
 PM0361.This Water Level Mark is designated as VM 13220
 PM0361.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PM0361
 PM0361.Click photographs - Photos may exist for this station.
 PM0361
 PM0361.The dynamic height is computed by dividing the NAVD 88
 PM0361.geopotential number by the normal gravity value computed on the
 PM0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0361.degrees latitude (g = 980.6199 gals.).
 PM0361
 PM0361.The modeled gravity was interpolated from observed gravity values.
 PM0361
 PM0361;                    North         East    Units  Estimated Accuracy
 PM0361;SPC WI C     -   110,407.9     812,540.2     MT  (+/- 3 meters HH1 GPS) 
 PM0361
 PM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7522060258(NAD 83)
 PM0361
 PM0361                          SUPERSEDED SURVEY CONTROL
 PM0361
 PM0361  NAVD 88 (06/15/91)  181.880  (m)          596.72   (f) SUPERSEDED  1 1
 PM0361
 PM0361.Superseded values are not recommended for survey control.
 PM0361
 PM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0361.See file dsdata.pdf to determine how the superseded data were derived.
 PM0361
 PM0361_MARKER: F = FLANGE-ENCASED ROD
 PM0361_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0361_STAMPING: GARAGE
 PM0361_MARK LOGO: NOS
 PM0361_PROJECTION: RECESSED 13 CENTIMETERS
 PM0361_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0361+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2022
 PM0361
 PM0361  HISTORY     - Date     Condition        Report By
 PM0361  HISTORY     - 1959     MONUMENTED       USLS
 PM0361  HISTORY     - 1975     GOOD             NOS
 PM0361  HISTORY     - 19940902 GOOD             NOS
 PM0361  HISTORY     - 19950801 GOOD             NOS
 PM0361  HISTORY     - 20030811 GOOD             USPSQD
 PM0361  HISTORY     - 20050728 GOOD             WIDT
 PM0361  HISTORY     - 20081119 GOOD             WIDT
 PM0361  HISTORY     - 20150815 GOOD             NOS
 PM0361  HISTORY     - 20180725 GOOD             CO-OPS
 PM0361  HISTORY     - 20220827 GOOD             CO-OPS
 PM0361
 PM0361                          STATION DESCRIPTION
 PM0361
 PM0361'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0361'IN STURGEON BAY.
 PM0361'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, AT
 PM0361'THE COAST GUARD STATION, ABOUT 95.0 FEET NORTHERLY OF THE STURGEON
 PM0361'BAY CANAL LIGHT, NEAR THE EAST CORNER OF THE GARAGE AND UTILITY
 PM0361'BUILDING, 46.6 FEET FROM THE SOUTH CORNER OF THE BUILDING, 21.0 FEET
 PM0361'SOUTH OF THE CENTERLINE OF CANAL ROAD, 3.6 FEET SOUTHWEST OF THE EAST
 PM0361'CORNER AND 0.9 FT FROM THE SOUTHEAST FACE OF THE BUILDING, ABOUT 5
 PM0361'INCHES BELOW THE GROUND, BEING THE HIGHEST POINT OF A 5/8-INCH
 PM0361'DIAMETER COPPER-COATED STEEL ROD, 20.0 FEET LONG.
 PM0361
 PM0361                          STATION RECOVERY (1994)
 PM0361
 PM0361'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PM0361'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, AT
 PM0361'THE COAST GUARD STATION, ABOUT 95.0 FEET (29.0 M) NORTHERLY OF THE
 PM0361'STURGEON BAY CANAL LIGHT, NEAR THE EAST CORNER OF THE GARAGE AND
 PM0361'UTILITY BUILDING, 46.6 FEET (14.2 M) FROM THE SOUTH CORNER OF THE
 PM0361'BUILDING, 21.0 FEET (6.4 M) SOUTH OF THE CENTERLINE OF CANAL ROAD, 3.6
 PM0361'FEET (1.1 M) SOUTHWEST OF THE EAST CORNER AND 0.9 FEET (27.4 CM) FROM
 PM0361'THE SOUTHEAST FACE OF THE BUILDING, ABOUT 0.5 FEET (15.2 CM) BELOW THE
 PM0361'GROUND, BEING THE HIGHEST POINT OF A 5/8-INCH DIAMETER COPPER-COATED
 PM0361'STEEL ROD, 20.0 FEET (6.1 M) LONG.
 PM0361
 PM0361                          STATION RECOVERY (1995)
 PM0361
 PM0361'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 PM0361'RECOVERED IN GOOD CONDITION.  NGS COVER WITH PVC SLEEVE PLACED AROUND
 PM0361'MARK WITH GRAVEL, BENCH MARK TOO CLOSE TO BUILDING FOUNDATION TO
 PM0361'KICKBLOCK.
 PM0361
 PM0361                          STATION RECOVERY (2003)
 PM0361
 PM0361'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0361'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 10 FEET SOUTH OF
 PM0361'UTILITY POLE NUMBER 24Z18 WITH ONE GUY WIRE AND ELECTRIC WIRE TO THE
 PM0361'LIGHTHOUSE.  NOTE-- THE MONUMENT IS STAMPED --GARAGE--.
 PM0361
 PM0361                          STATION RECOVERY (2005)
 PM0361
 PM0361'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0361'RECOVERED AS DESCRIBED IN GOOD CONDITION
 PM0361
 PM0361                          STATION RECOVERY (2008)
 PM0361
 PM0361'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0361'RECOVERED AS DESCRIBED.
 PM0361
 PM0361                          STATION RECOVERY (2015)
 PM0361
 PM0361'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (SPT)
 PM0361'RECOVERED AS DESCRIBED.
 PM0361
 PM0361                          STATION RECOVERY (2018)
 PM0361
 PM0361'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (ANS)
 PM0361'RECOVERED AS DESCRIBED.
 PM0361
 PM0361                          STATION RECOVERY (2022)
 PM0361
 PM0361'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 PM0361'BENCH MARK IS LOCATED ON THE US COAST GUARD STATION PROPERTY IN
 PM0361'STURGEON BAY WI.  THE ADDRESS OF BASE IS 2500 CANAL ROAD STURGEON BAY,
 PM0361'WI 54235.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0378 ***********************************************************************
 PM0378  DESIGNATION -  908 7072 MAST
 PM0378  PID         -  PM0378
 PM0378  STATE/COUNTY-  WI/DOOR
 PM0378  COUNTRY     -  US
 PM0378  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0378
 PM0378                         *CURRENT SURVEY CONTROL
 PM0378  ______________________________________________________________________
 PM0378* NAD 83(1986) POSITION- 44 47 42.     (N) 087 18 48.     (W)   SCALED
 PM0378* NAVD 88 ORTHO HEIGHT -   183.456 (meters)      601.89  (feet) ADJUSTED
 PM0378  ______________________________________________________________________
 PM0378  GEOID HEIGHT    -        -36.774 (meters)                     GEOID18
 PM0378  DYNAMIC HEIGHT  -        183.437 (meters)      601.83  (feet) COMP
 PM0378  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 PM0378
 PM0378  VERT ORDER      -  FIRST     CLASS I
 PM0378
 PM0378.The horizontal coordinates were scaled from a map and have
 PM0378.an estimated accuracy of +/- 6 seconds.
 PM0378
 PM0378.The orthometric height was determined by differential leveling and
 PM0378.adjusted by the NATIONAL GEODETIC SURVEY
 PM0378.in June 1991.
 PM0378
 PM0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0378.GEOID18 height accuracy estimate available here.
 PM0378
 PM0378.Click photographs - Photos may exist for this station.
 PM0378
 PM0378.The dynamic height is computed by dividing the NAVD 88
 PM0378.geopotential number by the normal gravity value computed on the
 PM0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0378.degrees latitude (g = 980.6199 gals.).
 PM0378
 PM0378.The modeled gravity was interpolated from observed gravity values.
 PM0378
 PM0378;                    North         East    Units  Estimated Accuracy
 PM0378;SPC WI C     -   110,380.      812,540.      MT  (+/- 180 meters Scaled)
 PM0378
 PM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ752602(NAD 83)
 PM0378
 PM0378                          SUPERSEDED SURVEY CONTROL
 PM0378
 PM0378.No superseded survey control is available for this station.
 PM0378
 PM0378_MARKER: B = BOLT
 PM0378_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0378+WITH SETTING: PAVEMENT
 PM0378_SP_SET: BASE OF RADIO MAST
 PM0378_MARK LOGO: NONE
 PM0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0378+STABILITY: SURFACE MOTION
 PM0378
 PM0378  HISTORY     - Date     Condition        Report By
 PM0378  HISTORY     - UNK      MONUMENTED       USLS
 PM0378  HISTORY     - 1975     GOOD             NOS
 PM0378  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 PM0378  HISTORY     - 20050728 MARK NOT FOUND   WIDT
 PM0378
 PM0378                          STATION DESCRIPTION
 PM0378
 PM0378'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0378'IN STURGEON BAY.
 PM0378'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, ON
 PM0378'THE NORTHEAST CONCRETE FOOTING OF A RADIO MAST, ABOUT 105.0 FEET
 PM0378'WESTERLY OF THE STURGEON BAY CANAL LIGHT, 0.8 FT WEST OF U.S. COAST
 PM0378'AND GEODETIC SURVEY REFERENCE DISK NO. 2, BEING THE HIGHEST POINT IN
 PM0378'THE TOP OF A 3/4-INCH DIAMETER ANCHOR BOLT.
 PM0378
 PM0378                          STATION RECOVERY (2003)
 PM0378
 PM0378'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0378'NOT FOUND.  THE RADIO MAST HAS BEEN TAKEN DOWN AND FOOTINGS REMOVED.
 PM0378
 PM0378                          STATION RECOVERY (2005)
 PM0378
 PM0378'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0378'NOT FOUND.  ADD--THE RADIO MAST HAS BEEN TAKEN DOWN AND FOOTINGS HAVE
 PM0378'BEEN REMOVED AS PREVIOUSLY DESCRIBED IN THE 2003 RECOVERY NOTES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0364 ***********************************************************************
 PM0364  DESIGNATION -  908 7072 WELD
 PM0364  PID         -  PM0364
 PM0364  STATE/COUNTY-  WI/DOOR
 PM0364  COUNTRY     -  US
 PM0364  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0364
 PM0364                         *CURRENT SURVEY CONTROL
 PM0364  ______________________________________________________________________
 PM0364* NAD 83(1986) POSITION- 44 47 42.     (N) 087 18 48.     (W)   SCALED
 PM0364* NAVD 88 ORTHO HEIGHT -   177.955 (meters)      583.84  (feet) ADJUSTED
 PM0364  ______________________________________________________________________
 PM0364  GEOID HEIGHT    -        -36.774 (meters)                     GEOID18
 PM0364  DYNAMIC HEIGHT  -        177.937 (meters)      583.78  (feet) COMP
 PM0364  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 PM0364
 PM0364  VERT ORDER      -  FIRST     CLASS I
 PM0364
 PM0364.The horizontal coordinates were scaled from a map and have
 PM0364.an estimated accuracy of +/- 6 seconds.
 PM0364
 PM0364.The orthometric height was determined by differential leveling and
 PM0364.adjusted by the NATIONAL GEODETIC SURVEY
 PM0364.in June 1991.
 PM0364
 PM0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0364.GEOID18 height accuracy estimate available here.
 PM0364
 PM0364.Click photographs - Photos may exist for this station.
 PM0364
 PM0364.The dynamic height is computed by dividing the NAVD 88
 PM0364.geopotential number by the normal gravity value computed on the
 PM0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0364.degrees latitude (g = 980.6199 gals.).
 PM0364
 PM0364.The modeled gravity was interpolated from observed gravity values.
 PM0364
 PM0364;                    North         East    Units  Estimated Accuracy
 PM0364;SPC WI C     -   110,380.      812,540.      MT  (+/- 180 meters Scaled)
 PM0364
 PM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ752602(NAD 83)
 PM0364
 PM0364                          SUPERSEDED SURVEY CONTROL
 PM0364
 PM0364.No superseded survey control is available for this station.
 PM0364
 PM0364_MARKER: Q = CHISELED SQUARE
 PM0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0364_SP_SET: STEEL CAPPING OF SEAWALL
 PM0364_MARK LOGO: NONE
 PM0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0364
 PM0364  HISTORY     - Date     Condition        Report By
 PM0364  HISTORY     - UNK      MONUMENTED       USLS
 PM0364  HISTORY     - 1975     GOOD             NOS
 PM0364  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 PM0364
 PM0364                          STATION DESCRIPTION
 PM0364
 PM0364'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0364'IN STURGEON BAY.
 PM0364'IN STURGEON BAY, AT THE SOUTHEAST END OF THE STURGEON BAY CANAL, AT
 PM0364'THE COAST GUARD STATION, 11.3 FEET WESTERLY AND 4.5 FEET
 PM0364'SOUTHWESTERLY OF THE WEST CORNER OF THE GARAGE HOUSE CONCRETE
 PM0364'FOUNDATION, 1.0 FT NORTHEASTERLY OF THE CANAL FACE OF SHEET PILING
 PM0364'SEAWALL, BEING THE HIGHEST POINT IN A 1-INCH SQUARE FORMED BY FOUR
 PM0364'CHISELED LINES IN TOP OF A STEEL CAPPING OF THE CANAL SEAWALL.
 PM0364
 PM0364                          STATION RECOVERY (2003)
 PM0364
 PM0364'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0364'NOT FOUND.  A NEW GARAGE WAS CONSTRUCTED ABOUT 144 FEET BACK FROM THE
 PM0364'SEAWALL.  THE SEAWALL IS COVERED WITH BIRD DROPPINGS COVERING ANY
 PM0364'CHISEL MARKS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0354 ***********************************************************************
 PM0354  DESIGNATION -  908 7073 ACE
 PM0354  PID         -  PM0354
 PM0354  STATE/COUNTY-  WI/DOOR
 PM0354  COUNTRY     -  US
 PM0354  USGS QUAD   -  STURGEON BAY WEST (2018)
 PM0354
 PM0354                         *CURRENT SURVEY CONTROL
 PM0354  ______________________________________________________________________
 PM0354* NAD 83(1986) POSITION- 44 50 08.75   (N) 087 22 40.51   (W)   HD_HELD1
 PM0354* NAVD 88 ORTHO HEIGHT -   184.204 (meters)      604.34  (feet) ADJUSTED
 PM0354  ______________________________________________________________________
 PM0354  GEOID HEIGHT    -        -36.775 (meters)                     GEOID18
 PM0354  DYNAMIC HEIGHT  -        184.186 (meters)      604.28  (feet) COMP
 PM0354  MODELED GRAVITY -    980,516.1   (mgal)                       NAVD 88
 PM0354
 PM0354  VERT ORDER      -  FIRST     CLASS I
 PM0354
 PM0354.The horizontal coordinates were determined by differentially corrected
 PM0354.hand held GPS observations or other comparable positioning techniques
 PM0354.and have an estimated accuracy of +/- 3 meters.
 PM0354
 PM0354.The orthometric height was determined by differential leveling and
 PM0354.adjusted by the NATIONAL GEODETIC SURVEY
 PM0354.in June 1991.
 PM0354
 PM0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0354.GEOID18 height accuracy estimate available here.
 PM0354
 PM0354.Click photographs - Photos may exist for this station.
 PM0354
 PM0354.The dynamic height is computed by dividing the NAVD 88
 PM0354.geopotential number by the normal gravity value computed on the
 PM0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0354.degrees latitude (g = 980.6199 gals.).
 PM0354
 PM0354.The modeled gravity was interpolated from observed gravity values.
 PM0354
 PM0354;                    North         East    Units  Estimated Accuracy
 PM0354;SPC WI C     -   114,735.5     807,284.3     MT  (+/- 3 meters HH1 GPS) 
 PM0354
 PM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7012964775(NAD 83)
 PM0354
 PM0354                          SUPERSEDED SURVEY CONTROL
 PM0354
 PM0354.No superseded survey control is available for this station.
 PM0354
 PM0354_MARKER: Q = CHISELED SQUARE
 PM0354_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0354_SP_SET: BUILDING WATER TABLE
 PM0354_MARK LOGO: NONE
 PM0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0354+STABILITY: SURFACE MOTION
 PM0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0354+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 PM0354
 PM0354  HISTORY     - Date     Condition        Report By
 PM0354  HISTORY     - UNK      MONUMENTED       USLS
 PM0354  HISTORY     - 1975     GOOD             NOS
 PM0354  HISTORY     - 19910504 GOOD             USPSQD
 PM0354  HISTORY     - 20030516 GOOD             USPSQD
 PM0354  HISTORY     - 20051027 MARK NOT FOUND   USPSQD
 PM0354  HISTORY     - 20060512 GOOD             USPSQD
 PM0354  HISTORY     - 20081014 GOOD             WIDT
 PM0354  HISTORY     - 20180813 GOOD             USPSQD
 PM0354
 PM0354                          STATION DESCRIPTION
 PM0354
 PM0354'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0354'IN STURGEON BAY.
 PM0354'IN STURGEON BAY, ON THE SOUTH CORNER OF THE INTERSECTION OF KENTUCKY
 PM0354'STREET AND THIRD AVENUE, ON THE NORTHWEST FACE OF A TWO-STORY
 PM0354'BUILDING OCCUPIED BY THE ACE HARDWARE STORE, ON TOP OF THE WATER
 PM0354'TABLE, 6.1 FEET SOUTHWEST FROM THE NORTH CORNER OF THE BUILDING,
 PM0354'BEING THE HIGHEST POINT IN A 1-1/2-INCH SQUARE FORMED BY TWO CUT
 PM0354'LINES AND THE EDGES OF THE WATER TABLE.
 PM0354'THE MARK IS 0.8 FT ABOVE SIDEWALK.
 PM0354
 PM0354                          STATION RECOVERY (1991)
 PM0354
 PM0354'RECOVERY NOTE BY US POWER SQUADRON 1991 (KH)
 PM0354'RECOVERED IN GOOD CONDITION.
 PM0354
 PM0354                          STATION RECOVERY (2003)
 PM0354
 PM0354'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0354'RECOVERED IN GOOD CONDITION.  NOTE-- THE BUILDING IS CALLED THE J. S.
 PM0354'HAY HARDWARE BUILDING AT 165 N. 3RD AVENUE AND IS OCCUPIED BY DOOR CO.
 PM0354'EYE ASSOCIATES, INC.  THE STATION IS CUT ON TOP OF STONE BELOW THE
 PM0354'WOODEN WINDOW LEDGE ON THE KENTUCKY STREET SIDE OF THE BUILDING.
 PM0354'BUILDINGS WOULD OBSTRUCT SATELLITE OBSERVATIONS.
 PM0354
 PM0354                          STATION RECOVERY (2005)
 PM0354
 PM0354'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PM0354'NOT FOUND.  WINDOWS HAVE BEEN REPLACED COVERING THE STONE WINDOW SILL.
 PM0354'
 PM0354
 PM0354                          STATION RECOVERY (2006)
 PM0354
 PM0354'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 PM0354'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1975 AND 2003.
 PM0354
 PM0354                          STATION RECOVERY (2008)
 PM0354
 PM0354'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0354'RECOVERED AS DESCRIBED.
 PM0354
 PM0354                          STATION RECOVERY (2018)
 PM0354
 PM0354'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 PM0354'DOOR COUNTY EYE ASSOCIATES NOW OCCUPIES BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0377 ***********************************************************************
 PM0377  DESIGNATION -  908 7073 BARKER A
 PM0377  PID         -  PM0377
 PM0377  STATE/COUNTY-  WI/DOOR
 PM0377  COUNTRY     -  US
 PM0377  USGS QUAD   -  STURGEON BAY WEST (2018)
 PM0377
 PM0377                         *CURRENT SURVEY CONTROL
 PM0377  ______________________________________________________________________
 PM0377* NAD 83(1986) POSITION- 44 50 06.     (N) 087 22 42.     (W)   SCALED
 PM0377* NAVD 88 ORTHO HEIGHT -   179.062 (meters)      587.47  (feet) ADJUSTED
 PM0377  ______________________________________________________________________
 PM0377  GEOID HEIGHT    -        -36.774 (meters)                     GEOID18
 PM0377  DYNAMIC HEIGHT  -        179.045 (meters)      587.42  (feet) COMP
 PM0377  MODELED GRAVITY -    980,516.1   (mgal)                       NAVD 88
 PM0377
 PM0377  VERT ORDER      -  FIRST     CLASS I
 PM0377
 PM0377.The horizontal coordinates were scaled from a map and have
 PM0377.an estimated accuracy of +/- 6 seconds.
 PM0377
 PM0377.The orthometric height was determined by differential leveling and
 PM0377.adjusted by the NATIONAL GEODETIC SURVEY
 PM0377.in June 1991.
 PM0377
 PM0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0377.GEOID18 height accuracy estimate available here.
 PM0377
 PM0377.Click photographs - Photos may exist for this station.
 PM0377
 PM0377.The dynamic height is computed by dividing the NAVD 88
 PM0377.geopotential number by the normal gravity value computed on the
 PM0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0377.degrees latitude (g = 980.6199 gals.).
 PM0377
 PM0377.The modeled gravity was interpolated from observed gravity values.
 PM0377
 PM0377;                    North         East    Units  Estimated Accuracy
 PM0377;SPC WI C     -   114,650.      807,250.      MT  (+/- 180 meters Scaled)
 PM0377
 PM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ700646(NAD 83)
 PM0377
 PM0377                          SUPERSEDED SURVEY CONTROL
 PM0377
 PM0377.No superseded survey control is available for this station.
 PM0377
 PM0377_MARKER: I = METAL ROD
 PM0377_SETTING: 0 = UNSPECIFIED SETTING
 PM0377_SP_SET: IRON BAR
 PM0377_MARK LOGO: NONE
 PM0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0377
 PM0377  HISTORY     - Date     Condition        Report By
 PM0377  HISTORY     - UNK      MONUMENTED       USLS
 PM0377  HISTORY     - 1975     GOOD             NOS
 PM0377  HISTORY     - 19961020 MARK NOT FOUND   USPSQD
 PM0377  HISTORY     - 20030516 MARK NOT FOUND   USPSQD
 PM0377
 PM0377                          STATION DESCRIPTION
 PM0377
 PM0377'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0377'IN STURGEON BAY.
 PM0377'IN STURGEON BAY, AT THE FOOT OF THE NORTHWEST SIDE OF KENTUCKY
 PM0377'STREET, ON THE NORTHWEST SIDE OF THE APPROACH TO THE FORMER AHNAPEE
 PM0377'AND WESTERN RAILROAD BRIDGE OVER STURGEON BAY, 25.0 FEET SOUTHWEST OF
 PM0377'THE NORTHEAST END AND 1.0 FT NORTHWEST OF A STONE RETAINING WALL ON
 PM0377'THE SOUTH SIDE OF A ROAD LEADING TO THE MARINA, 0.3 FT ABOVE THE
 PM0377'GROUND, BEING THE HIGHEST POINT ON TOP OF A 1-1/2-INCH IRON BAR, 10
 PM0377'FEET LONG.
 PM0377
 PM0377                          STATION RECOVERY (1996)
 PM0377
 PM0377'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0377'MARK NOT FOUND.
 PM0377
 PM0377                          STATION RECOVERY (2003)
 PM0377
 PM0377'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0377'STATION WAS NOT FOUND.  THE AREA IS NOW OCCUPIED BY THE STONE HARBOR
 PM0377'CONDOMINIUMS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0353 ***********************************************************************
 PM0353  DESIGNATION -  908 7073 LSC 7 B 111
 PM0353  PID         -  PM0353
 PM0353  STATE/COUNTY-  WI/DOOR
 PM0353  COUNTRY     -  US
 PM0353  USGS QUAD   -  STURGEON BAY WEST (2018)
 PM0353
 PM0353                         *CURRENT SURVEY CONTROL
 PM0353  ______________________________________________________________________
 PM0353* NAD 83(1986) POSITION- 44 49 59.2    (N) 087 22 44.2    (W)   HD_HELD2
 PM0353* NAVD 88 ORTHO HEIGHT -   178.144 (meters)      584.46  (feet) ADJUSTED
 PM0353  ______________________________________________________________________
 PM0353  GEOID HEIGHT    -        -36.771 (meters)                     GEOID18
 PM0353  DYNAMIC HEIGHT  -        178.127 (meters)      584.41  (feet) COMP
 PM0353  MODELED GRAVITY -    980,516.0   (mgal)                       NAVD 88
 PM0353
 PM0353  VERT ORDER      -  FIRST     CLASS I
 PM0353
 PM0353.The horizontal coordinates were established by autonomous hand held GPS
 PM0353.observations and have an estimated accuracy of +/- 10 meters.
 PM0353
 PM0353.The orthometric height was determined by differential leveling and
 PM0353.adjusted by the NATIONAL GEODETIC SURVEY
 PM0353.in June 1991.
 PM0353
 PM0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0353.GEOID18 height accuracy estimate available here.
 PM0353
 PM0353.Click photographs - Photos may exist for this station.
 PM0353
 PM0353.The dynamic height is computed by dividing the NAVD 88
 PM0353.geopotential number by the normal gravity value computed on the
 PM0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0353.degrees latitude (g = 980.6199 gals.).
 PM0353
 PM0353.The modeled gravity was interpolated from observed gravity values.
 PM0353
 PM0353;                    North         East    Units  Estimated Accuracy
 PM0353;SPC WI C     -   114,438.      807,213.      MT  (+/- 10 meters HH2 GPS)
 PM0353
 PM0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7004664481(NAD 83)
 PM0353
 PM0353                          SUPERSEDED SURVEY CONTROL
 PM0353
 PM0353.No superseded survey control is available for this station.
 PM0353
 PM0353_MARKER: DD = SURVEY DISK
 PM0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0353_STAMPING: LSC 7B111 1975 AC
 PM0353_MARK LOGO: NOS
 PM0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0353+STABILITY: SURFACE MOTION
 PM0353
 PM0353  HISTORY     - Date     Condition        Report By
 PM0353  HISTORY     - 1975     MONUMENTED       NOS
 PM0353  HISTORY     - 19910504 MARK NOT FOUND   USPSQD
 PM0353  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 PM0353  HISTORY     - 20050728 MARK NOT FOUND   WIDT
 PM0353
 PM0353                          STATION DESCRIPTION
 PM0353
 PM0353'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0353'IN STURGEON BAY.
 PM0353'IN STURGEON BAY, ON THE NORTH SIDE OF THE CANAL, BETWEEN FIRST AVENUE
 PM0353'AND FIRST PLACE, 33.0 FEET NORTHEAST OF UTILITY POLE NUMBER 65 EE17,
 PM0353'19.35 FEET NORTHEAST OF THE CENTERLINE OF A 36-INCH DIAMETER MANHOLE,
 PM0353'18.0 FEET NORTHEAST OF THE CENTERLINE OF FIRST PLACE, 15.2 FEET OF A
 PM0353'STREET LIGHT POLE, 5.45 FEET SOUTH OF A 36-INCH DIAMETER MANHOLE, 4.9
 PM0353'FEET NORTHWEST OF THE WEST CURB OF MICHIGAN STREET, BEING THE HIGHEST
 PM0353'POINT OF A CROSS AT THE CENTER OF A BRONZE DISK, SET INTO A CONCRETE
 PM0353'POST.
 PM0353
 PM0353                          STATION RECOVERY (1991)
 PM0353
 PM0353'RECOVERY NOTE BY US POWER SQUADRON 1991 (KH)
 PM0353'MARK NOT FOUND.
 PM0353
 PM0353                          STATION RECOVERY (2003)
 PM0353
 PM0353'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0353'NOT FOUND.  FIRST PLACE DOES NOT EXIST.  UTILITY POLES HAVE BEEN
 PM0353'RENUMBERED.  IF PRESENT, THE STATION IS WELL UNDER THE GROUND'S
 PM0353'SURFACE.
 PM0353
 PM0353                          STATION RECOVERY (2005)
 PM0353
 PM0353'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0353'NOT FOUND.  ADD PUBLISHED DISTANCES FROM THE CURB OF MICHIGAN STREET
 PM0353'AND A 0.9 M DIAMETER MANHOLE LOCATED IN A GRASSY AREA BEHIND THE CURB
 PM0353'INTERSECT AT A POINT WITH NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0356 ***********************************************************************
 PM0356  DESIGNATION -  908 7073 SB 1
 PM0356  PID         -  PM0356
 PM0356  STATE/COUNTY-  WI/DOOR
 PM0356  COUNTRY     -  US
 PM0356  USGS QUAD   -  STURGEON BAY WEST (2018)
 PM0356
 PM0356                         *CURRENT SURVEY CONTROL
 PM0356  ______________________________________________________________________
 PM0356* NAD 83(1986) POSITION- 44 49 50.8    (N) 087 22 35.9    (W)   HD_HELD2
 PM0356* NAVD 88 ORTHO HEIGHT -   178.645 (meters)      586.10  (feet) ADJUSTED
 PM0356  ______________________________________________________________________
 PM0356  GEOID HEIGHT    -        -36.769 (meters)                     GEOID18
 PM0356  DYNAMIC HEIGHT  -        178.627 (meters)      586.05  (feet) COMP
 PM0356  MODELED GRAVITY -    980,515.9   (mgal)                       NAVD 88
 PM0356
 PM0356  VERT ORDER      -  FIRST     CLASS I
 PM0356
 PM0356.The horizontal coordinates were established by autonomous hand held GPS
 PM0356.observations and have an estimated accuracy of +/- 10 meters.
 PM0356
 PM0356.The orthometric height was determined by differential leveling and
 PM0356.adjusted by the NATIONAL GEODETIC SURVEY
 PM0356.in June 1991.
 PM0356
 PM0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0356.GEOID18 height accuracy estimate available here.
 PM0356
 PM0356.Click photographs - Photos may exist for this station.
 PM0356
 PM0356.The dynamic height is computed by dividing the NAVD 88
 PM0356.geopotential number by the normal gravity value computed on the
 PM0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0356.degrees latitude (g = 980.6199 gals.).
 PM0356
 PM0356.The modeled gravity was interpolated from observed gravity values.
 PM0356
 PM0356;                    North         East    Units  Estimated Accuracy
 PM0356;SPC WI C     -   114,185.      807,403.      MT  (+/- 10 meters HH2 GPS)
 PM0356
 PM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7022764221(NAD 83)
 PM0356
 PM0356                          SUPERSEDED SURVEY CONTROL
 PM0356
 PM0356.No superseded survey control is available for this station.
 PM0356
 PM0356_MARKER: DD = SURVEY DISK
 PM0356_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0356_SP_SET: BUILDING FOUNDATION
 PM0356_STAMPING: SB 1 1943
 PM0356_MARK LOGO: USLS
 PM0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0356+STABILITY: SURFACE MOTION
 PM0356
 PM0356  HISTORY     - Date     Condition        Report By
 PM0356  HISTORY     - 1943     MONUMENTED       USLS
 PM0356  HISTORY     - 1975     GOOD             NOS
 PM0356  HISTORY     - 19910504 GOOD             USPSQD
 PM0356  HISTORY     - 20030516 MARK NOT FOUND   USPSQD
 PM0356  HISTORY     - 20050728 MARK NOT FOUND   WIDT
 PM0356
 PM0356                          STATION DESCRIPTION
 PM0356
 PM0356'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0356'IN STURGEON BAY.
 PM0356'IN STURGEON BAY, ON THE SOUTHEAST SIDE OF PENNSYLVANIA STREET, 150.0
 PM0356'FEET NORTHEAST OF THE EDGE OF THE CANAL, ON THE NORTHWEST FACE OF A
 PM0356'BRICK BUILDING OCCUPIED BY THE PALMER JOHNSON BOAT BUILDERS, 33.6
 PM0356'FEET NORTHEAST OF THE WEST CORNER, BEING THE HORIZONTAL LINE OF A
 PM0356'CROSS AT THE CENTER OF A BRONZE DISK, SET INTO THE CONCRETE
 PM0356'FOUNDATION.
 PM0356'THE MARK IS 3.0 FT ABOVE GROUND.
 PM0356
 PM0356                          STATION RECOVERY (1991)
 PM0356
 PM0356'RECOVERY NOTE BY US POWER SQUADRON 1991 (KH)
 PM0356'RECOVERED IN GOOD CONDITION.
 PM0356
 PM0356                          STATION RECOVERY (2003)
 PM0356
 PM0356'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0356'NOT FOUND.  THE BRICK BUILDING HAS BEEN TORN TOWN AND IS NOW A PILE OF
 PM0356'RUBBLE.
 PM0356
 PM0356                          STATION RECOVERY (2005)
 PM0356
 PM0356'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0356'NOT FOUND.  ADD--THE BRICK BUILDING HAS BEEN TORN DOWN AS PREVIOUSLY
 PM0356'DESCRIBED IN THE 2003 RECOVERY NOTES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0355 ***********************************************************************
 PM0355  DESIGNATION -  908 7073 WISC
 PM0355  PID         -  PM0355
 PM0355  STATE/COUNTY-  WI/DOOR
 PM0355  COUNTRY     -  US
 PM0355  USGS QUAD   -  STURGEON BAY WEST (2018)
 PM0355
 PM0355                         *CURRENT SURVEY CONTROL
 PM0355  ______________________________________________________________________
 PM0355* NAD 83(1986) POSITION- 44 49 58.20   (N) 087 22 35.63   (W)   HD_HELD1
 PM0355* NAVD 88 ORTHO HEIGHT -   181.743 (meters)      596.27  (feet) ADJUSTED
 PM0355  ______________________________________________________________________
 PM0355  GEOID HEIGHT    -        -36.772 (meters)                     GEOID18
 PM0355  DYNAMIC HEIGHT  -        181.726 (meters)      596.21  (feet) COMP
 PM0355  MODELED GRAVITY -    980,516.0   (mgal)                       NAVD 88
 PM0355
 PM0355  VERT ORDER      -  SECOND    CLASS I
 PM0355
 PM0355.The horizontal coordinates were determined by differentially corrected
 PM0355.hand held GPS observations or other comparable positioning techniques
 PM0355.and have an estimated accuracy of +/- 3 meters.
 PM0355
 PM0355.The orthometric height was determined by differential leveling and
 PM0355.adjusted by the WI DEPT OF TRANSP
 PM0355.in May 2012.
 PM0355
 PM0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0355.GEOID18 height accuracy estimate available here.
 PM0355
 PM0355.Click photographs - Photos may exist for this station.
 PM0355
 PM0355.The dynamic height is computed by dividing the NAVD 88
 PM0355.geopotential number by the normal gravity value computed on the
 PM0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0355.degrees latitude (g = 980.6199 gals.).
 PM0355
 PM0355.The modeled gravity was interpolated from observed gravity values.
 PM0355
 PM0355;                    North         East    Units  Estimated Accuracy
 PM0355;SPC WI C     -   114,413.5     807,401.9     MT  (+/- 3 meters HH1 GPS) 
 PM0355
 PM0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7023464449(NAD 83)
 PM0355
 PM0355                          SUPERSEDED SURVEY CONTROL
 PM0355
 PM0355  NAVD 88 (06/15/91)  181.748  (m)          596.28   (f) SUPERSEDED  1 1
 PM0355
 PM0355.Superseded values are not recommended for survey control.
 PM0355
 PM0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0355.See file dsdata.pdf to determine how the superseded data were derived.
 PM0355
 PM0355_MARKER: DD = SURVEY DISK
 PM0355_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0355_SP_SET: FOUNDATION WALL
 PM0355_STAMPING: C.B.F. 1962
 PM0355_MARK LOGO: USACE
 PM0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0355+STABILITY: SURFACE MOTION
 PM0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0355+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 PM0355
 PM0355  HISTORY     - Date     Condition        Report By
 PM0355  HISTORY     - UNK      MONUMENTED       USACE
 PM0355  HISTORY     - 1975     GOOD             NOS
 PM0355  HISTORY     - 19910504 GOOD             USPSQD
 PM0355  HISTORY     - 19961020 GOOD             USPSQD
 PM0355  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 PM0355  HISTORY     - 20050728 GOOD             WIDT
 PM0355  HISTORY     - 20051027 GOOD             USPSQD
 PM0355  HISTORY     - 20081014 GOOD             WIDT
 PM0355  HISTORY     - 20110622 GOOD             GEOCAC
 PM0355  HISTORY     - 20180813 GOOD             USPSQD
 PM0355
 PM0355                          STATION DESCRIPTION
 PM0355
 PM0355'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0355'IN STURGEON BAY.
 PM0355'IN STURGEON BAY, ON THE EAST CORNER OF THE INTERSECTION OF NEBRASKA
 PM0355'AND SECOND AVENUES, ON THE SOUTHWEST FACE OF THE WISCONSIN PUBLIC
 PM0355'SERVICE CORPORATION GARAGE, AT 110 SECOND AVENUE, 0.5 FT SOUTHEAST OF
 PM0355'THE WEST CORNER, BEING THE HORIZONTAL LINE OF A CROSS ON A BRONZE
 PM0355'DISK, SET INTO THE BRICK WALL.
 PM0355'THE MARK IS 2.9 FT ABOVE GROUND.
 PM0355
 PM0355                          STATION RECOVERY (1991)
 PM0355
 PM0355'RECOVERY NOTE BY US POWER SQUADRON 1991 (KH)
 PM0355'RECOVERED IN GOOD CONDITION.
 PM0355
 PM0355                          STATION RECOVERY (1996)
 PM0355
 PM0355'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0355'RECOVERED IN GOOD CONDITION.
 PM0355
 PM0355                          STATION RECOVERY (2003)
 PM0355
 PM0355'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0355'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.3 FEET ABOVE A
 PM0355'CONCRETE SIDEWALK.  THE BUILDING IS AN ABANDONED BRICK BUILDING
 PM0355'PAINTED WHITE.  NOTE-- THE STATION IS AT THE JUNCTION OF NEBRASKA AND
 PM0355'SOUTH 2ND AVENUES.  THE MONUMENT IS STAMPED --C.B.F. 1962--.
 PM0355
 PM0355                          STATION RECOVERY (2005)
 PM0355
 PM0355'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0355'RECOVERED IN GOOD CONDITION. ADD-- DC PRINTING LLC NOW OCCUPIES THE
 PM0355'BUILDING THAT HAS THE STATION IS SET IN.
 PM0355
 PM0355                          STATION RECOVERY (2005)
 PM0355
 PM0355'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PM0355'RECOVERED IN GOOD CONDITION.
 PM0355
 PM0355                          STATION RECOVERY (2008)
 PM0355
 PM0355'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0355'RECOVERED AS DESCRIBED.
 PM0355
 PM0355                          STATION RECOVERY (2011)
 PM0355
 PM0355'RECOVERY NOTE BY GEOCACHING 2011 (SVT)
 PM0355'RECOVERED IN GOOD CONDITION.
 PM0355
 PM0355                          STATION RECOVERY (2018)
 PM0355
 PM0355'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 PM0355'BUILDING IS NOW VACANT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2568 ***********************************************************************
 DQ2568  DESIGNATION -  908 7077 A
 DQ2568  PID         -  DQ2568
 DQ2568  STATE/COUNTY-  WI/BROWN
 DQ2568  COUNTRY     -  US
 DQ2568  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2568
 DQ2568                         *CURRENT SURVEY CONTROL
 DQ2568  ______________________________________________________________________
 DQ2568* NAD 83(1986) POSITION- 44 32 17.87   (N) 088 00 10.03   (W)   HD_HELD1
 DQ2568* NAVD 88 ORTHO HEIGHT -   178.516 (meters)      585.68  (feet) ADJUSTED
 DQ2568  ______________________________________________________________________
 DQ2568  GEOID HEIGHT    -        -36.252 (meters)                     GEOID18
 DQ2568  DYNAMIC HEIGHT  -        178.494 (meters)      585.61  (feet) COMP
 DQ2568  MODELED GRAVITY -    980,491.9   (mgal)                       NAVD 88
 DQ2568
 DQ2568  VERT ORDER      -  SECOND    CLASS I
 DQ2568
 DQ2568.The horizontal coordinates were determined by differentially corrected
 DQ2568.hand held GPS observations or other comparable positioning techniques
 DQ2568.and have an estimated accuracy of +/- 3 meters.
 DQ2568
 DQ2568.The orthometric height was determined by differential leveling and
 DQ2568.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2568.in March 2024.
 DQ2568
 DQ2568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2568.GEOID18 height accuracy estimate available here.
 DQ2568
 DQ2568.Click photographs - Photos may exist for this station.
 DQ2568
 DQ2568.The dynamic height is computed by dividing the NAVD 88
 DQ2568.geopotential number by the normal gravity value computed on the
 DQ2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2568.degrees latitude (g = 980.6199 gals.).
 DQ2568
 DQ2568.The modeled gravity was interpolated from observed gravity values.
 DQ2568
 DQ2568;                    North         East    Units  Estimated Accuracy
 DQ2568;SPC WI C     -    80,286.0     758,710.9     MT  (+/- 3 meters HH1 GPS) 
 DQ2568
 DQ2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2033232152(NAD 83)
 DQ2568
 DQ2568                          SUPERSEDED SURVEY CONTROL
 DQ2568
 DQ2568  NAVD 88 (02/27/17)  178.524  (m)          585.71   (f) SUPERSEDED  2 1
 DQ2568
 DQ2568.Superseded values are not recommended for survey control.
 DQ2568
 DQ2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ2568.See file dsdata.pdf to determine how the superseded data were derived.
 DQ2568
 DQ2568_MARKER: F = FLANGE-ENCASED ROD
 DQ2568_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ2568+WITH SETTING: INFORMATION.
 DQ2568_STAMPING: 908 7077 A 2009
 DQ2568_MARK LOGO: NOS
 DQ2568_PROJECTION: RECESSED 22 CENTIMETERS
 DQ2568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ2568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2568+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DQ2568
 DQ2568  HISTORY     - Date     Condition        Report By
 DQ2568  HISTORY     - 20090804 MONUMENTED       NOS
 DQ2568  HISTORY     - 20151007 GOOD             WIDT
 DQ2568  HISTORY     - 20190915 GOOD             USPSQD
 DQ2568  HISTORY     - 20220808 GOOD             NGS
 DQ2568  HISTORY     - 20220825 GOOD             CO-OPS
 DQ2568
 DQ2568                          STATION DESCRIPTION
 DQ2568
 DQ2568'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2568'THE BENCH MARK IS LOCATED IN THE CITY OF GREEN BAY, ABOUT 15 MI (24.1
 DQ2568'KM) WEST OF LUXEMBURG AND 7.5 MI (12.1 KM) SOUTH OF SUAMICO.
 DQ2568'
 DQ2568'TO REACH THE BENCH MARK FROM THE JUNCTION OF BUSINESS US HIGHWAY 141
 DQ2568'AND STATE HIGHWAY 29 (MAIN STREET) WITH STATE HIGHWAY 54 AND STATE
 DQ2568'HIGHWAY 57 (MONROE AVENUE) IN DOWNTOWN GREEN BAY, GO NORTH ON STATE
 DQ2568'HIGHWAY 54 AND STATE HIGHWAY 57 (MONROE AVENUE) FOR 0.2 M (0.7 FT) TO
 DQ2568'QUINCY STREET.  TURN LEFT AND GO NORTH ON QUINCY STREET FOR 1.35 MI
 DQ2568'(2.17 KM) TO THE JUNCTION WITH BAY BEACH ROAD.  TURN LEFT AND GO WEST
 DQ2568'ON BAY BEACH ROAD FOR 0.5 MI (0.8 KM) TO THE END OF BAY BEACH ROAD AND
 DQ2568'THE BENCH MARK ON THE RIGHT.
 DQ2568'
 DQ2568'THE BENCH MARK IS A STAINLESS STEEL ROD, DRIVEN TO REFUSAL AND ENCASED
 DQ2568'IN A 5 INCH (13 CM) PVC PIPE WITH A NATIONAL GEODETIC SURVEY LOGO CAP.
 DQ2568'THE BENCH MARK IS 5 M (16.4 FT) NORTH OF THE EXTENDED CENTERLINE OF
 DQ2568'BAY BEACH ROAD, 6.6 M (21.7 FT) NORTH OF A LIGHT POLE -8AA34-, 6.4 M
 DQ2568'(21.0 FT) EAST-NORTHEAST OF A YELLOW FIRE HYDRANT, 3.9 M (12.8 FT)
 DQ2568'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE CURB AT THE END OF
 DQ2568'BAY BEACH ROAD.
 DQ2568'
 DQ2568'NOTE-THE BENCH MARK IS OBSTRUCTED BY TREES IN ALL DIRECTIONS.
 DQ2568
 DQ2568                          STATION RECOVERY (2019)
 DQ2568
 DQ2568'RECOVERY NOTE BY US POWER SQUADRON 2019 (OJB)
 DQ2568'RECOVERED IN GOOD CONDITION.
 DQ2568
 DQ2568                          STATION RECOVERY (2022)
 DQ2568
 DQ2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JCJ)
 DQ2568'ACCESS COVER IS GONE, PVC REMAINS.
 DQ2568
 DQ2568                          STATION RECOVERY (2022)
 DQ2568
 DQ2568'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ2568'FOUND THE LID MISSING AND HALF THE PVC PIPE WAS CUT OFF.  INSTALLED A
 DQ2568'NEW PVC PIPE AND LID AND A 180 POUND KICK BLOCK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2567 ***********************************************************************
 DQ2567  DESIGNATION -  908 7077 B
 DQ2567  PID         -  DQ2567
 DQ2567  STATE/COUNTY-  WI/BROWN
 DQ2567  COUNTRY     -  US
 DQ2567  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2567
 DQ2567                         *CURRENT SURVEY CONTROL
 DQ2567  ______________________________________________________________________
 DQ2567* NAD 83(2011) POSITION- 44 32 14.93814(N) 088 00 04.17739(W)   ADJUSTED
 DQ2567* NAD 83(2011) ELLIP HT-   142.624 (meters)        (09/20/18)   ADJUSTED
 DQ2567* NAD 83(2011) EPOCH   -  2010.00
 DQ2567* NAVD 88 ORTHO HEIGHT -   178.869 (meters)      586.84  (feet) ADJUSTED
 DQ2567  ______________________________________________________________________
 DQ2567  GEOID HEIGHT    -        -36.251 (meters)                     GEOID18
 DQ2567  NAD 83(2011) X  -    158,836.280 (meters)                     COMP
 DQ2567  NAD 83(2011) Y  - -4,551,118.630 (meters)                     COMP
 DQ2567  NAD 83(2011) Z  -  4,450,958.084 (meters)                     COMP
 DQ2567  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 DQ2567  DYNAMIC HEIGHT  -        178.847 (meters)      586.77  (feet) COMP
 DQ2567  MODELED GRAVITY -    980,491.8   (mgal)                       NAVD 88
 DQ2567
 DQ2567  VERT ORDER      -  SECOND    CLASS I
 DQ2567
 DQ2567  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2567  Standards:
 DQ2567         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2567            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2567  -------------------------------------------------------------------
 DQ2567  NETWORK    0.34   1.25           0.16   0.11   0.64      0.00161168
 DQ2567  -------------------------------------------------------------------
 DQ2567  Click here for local accuracies and other accuracy information.
 DQ2567
 DQ2567.The horizontal coordinates were established by GPS observations
 DQ2567.and adjusted by the National Geodetic Survey in September 2018.
 DQ2567
 DQ2567.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2567.been affixed to the stable North American tectonic plate. See 
 DQ2567.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2567
 DQ2567.The horizontal coordinates are valid at the epoch date displayed above
 DQ2567.which is a decimal equivalence of Year/Month/Day.
 DQ2567
 DQ2567.The orthometric height was determined by differential leveling and
 DQ2567.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2567.in February 2017.
 DQ2567
 DQ2567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2567.GEOID18 height accuracy estimate available here.
 DQ2567
 DQ2567.Click photographs - Photos may exist for this station.
 DQ2567
 DQ2567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2567
 DQ2567.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2567
 DQ2567.The ellipsoidal height was determined by GPS observations
 DQ2567.and is referenced to NAD 83.
 DQ2567
 DQ2567.The dynamic height is computed by dividing the NAVD 88
 DQ2567.geopotential number by the normal gravity value computed on the
 DQ2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2567.degrees latitude (g = 980.6199 gals.).
 DQ2567
 DQ2567.The modeled gravity was interpolated from observed gravity values.
 DQ2567
 DQ2567. The following values were computed from the NAD 83(2011) position.
 DQ2567
 DQ2567;                    North         East     Units Scale Factor Converg.
 DQ2567;SPC WI C     -    80,198.715   758,842.256   MT  0.99995808   +1 24 37.2
 DQ2567;SPC WI C     -   263,118.62  2,489,634.97   sFT  0.99995808   +1 24 37.2
 DQ2567;UTM  16      - 4,932,060.114   420,460.939   MT  0.99967780   -0 42 08.0
 DQ2567
 DQ2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2567!SPC WI C     -   0.99997764  x   0.99995808  =   0.99993572
 DQ2567!UTM  16      -   0.99997764  x   0.99967780  =   0.99965544
 DQ2567
 DQ2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2046032060(NAD 83)
 DQ2567
 DQ2567                          SUPERSEDED SURVEY CONTROL
 DQ2567
 DQ2567.No superseded survey control is available for this station.
 DQ2567
 DQ2567_MARKER: F = FLANGE-ENCASED ROD
 DQ2567_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ2567_STAMPING: 908 7077 B 2009
 DQ2567_MARK LOGO: NGS
 DQ2567_PROJECTION: RECESSED 2 CENTIMETERS
 DQ2567_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2567+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DQ2567_ROD/PIPE-DEPTH: 28.7 meters
 DQ2567_SLEEVE-DEPTH  : 1.2 meters
 DQ2567
 DQ2567  HISTORY     - Date     Condition        Report By
 DQ2567  HISTORY     - 20091108 MONUMENTED       NOS
 DQ2567  HISTORY     - 20150806 GOOD             NGS
 DQ2567  HISTORY     - 20151007 GOOD             WIDT
 DQ2567  HISTORY     - 20190915 GOOD             USPSQD
 DQ2567  HISTORY     - 20220808 GOOD             NGS
 DQ2567  HISTORY     - 20220825 GOOD             CO-OPS
 DQ2567
 DQ2567                          STATION DESCRIPTION
 DQ2567
 DQ2567'DESCRIBED BY NATIONAL GEODETIC SURVEY 2015 (JDR)
 DQ2567'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF
 DQ2567'SUAMICO, 6.8 MI (10.9 KM) NORTH-NORTHEAST OF DE PERE AND 1.6 MI (2.6
 DQ2567'KM) NORTHEAST OF GREEN BAY AT THE GREEN BAY MUNICIPAL BOAT LAUNCH.
 DQ2567'
 DQ2567'TO REACH FROM THE INTERSECTION OF NORTH MONROE AND MAIN STREET IN
 DQ2567'GREEN BAY, GO NORTHEASTERLY ON NORTH MONROE FOR 0.2 MI (0.3 KM) TO
 DQ2567'NORTH QUINCY STREET TURN LEFT AND GO NORTH ON NORTH QUINCY STREET FOR
 DQ2567'1.3 MI (2.1 KM) TO T INTERSECTION WITH BAY BEACH ROAD.  TURN LEFT AND
 DQ2567'GO WESTERLY FOR 0.4 MI (0.6 KM) TO THE ENTRANCE OF THE GREEN BAY
 DQ2567'MUNICIPAL BOAT LAUNCH ON THE LEFT AND THE STATION.
 DQ2567'
 DQ2567'IT IS 20.49 M (67.2 FT) SOUTH OF THE CENTERLINE OF BAY BEACH ROAD,
 DQ2567'9.14 M (30.0 FT) WEST OF THE CENTERLINE OF ENTRANCE ROAD TO BOAT
 DQ2567'LAUNCH AND 4.29 M (14.1 FT) EAST OF CARSONITE WITNESS POST.
 DQ2567
 DQ2567                          STATION RECOVERY (2015)
 DQ2567
 DQ2567'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2567'THE STATION IS LOCATED IN THE CITY OF GREEN BAY, ABOUT 15 MI (24.1 KM)
 DQ2567'WEST OF LUXEMBURG AND 7.5 MI (12.1 KM) SOUTH OF SUAMICO.
 DQ2567'
 DQ2567'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS US HIGHWAY 141 AND
 DQ2567'STATE HIGHWAY 29 (MAIN STREET) WITH STATE HIGHWAY 54 AND STATE HIGHWAY
 DQ2567'57 (MONROE AVENUE) IN DOWNTOWN GREEN BAY, GO NORTH ON STATE HIGHWAY 54
 DQ2567'AND STATE HIGHWAY 57 (MONROE AVENUE) FOR 0.2 M (0.7 FT) TO QUINCY
 DQ2567'STREET.  TURN LEFT AND GO NORTH ON QUINCY STREET FOR 1.35 MI (2.17 KM)
 DQ2567'TO THE JUNCTION WITH BAY BEACH ROAD.  TURN LEFT AND GO WEST ON BAY
 DQ2567'BEACH ROAD FOR 0.4 MI (0.6 KM) TO A DRIVEWAY FOR THE GREEN BAY
 DQ2567'METROPOLITAN BOAT LAUNCH, A PARKING LOT AND THE STATION ON THE LEFT.
 DQ2567'
 DQ2567'THE STATION IS A STAINLESS STEEL ROD, DRIVEN TO REFUSAL AND ENCASED IN
 DQ2567'A 5 INCH (13 CM) PVC PIPE WITH A NATIONAL GEODETIC SURVEY LOGO CAP.
 DQ2567'THE STATION IS 20.5 M (67.3 FT) SOUTH OF THE CENTERLINE OF BAY BEACH
 DQ2567'ROAD, 9.1 M (29.9 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING SOUTH
 DQ2567'TO THE GREEN BAY METROPOLITAN BOAT LAUNCH AND PARKING AREA, 4.3 M
 DQ2567'(14.1 FT) WEST OF A CONCRETE CURB ALONG THE SERVICE ROAD AND 4.3 M
 DQ2567'(14.1 FT) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 DQ2567'
 DQ2567'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 25
 DQ2567'DEGREES ABOVE THE HORIZON AND TREES TO THE NORTH EXTENDING TO 35
 DQ2567'DEGREES ABOVE THE HORIZON.
 DQ2567
 DQ2567                          STATION RECOVERY (2019)
 DQ2567
 DQ2567'RECOVERY NOTE BY US POWER SQUADRON 2019 (OJB)
 DQ2567'RECOVERED IN GOOD CONDITION.
 DQ2567
 DQ2567                          STATION RECOVERY (2022)
 DQ2567
 DQ2567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JCJ)
 DQ2567'SKY OBSTRUCTION TO THE NORTH, CONIFER TREE AT 7.1 M (23.3 FT) AND 45
 DQ2567'DEGREES ABOVE HORIZON.  SLY OBSTRUCTION TO SOUTH, SMALL DECIDUOUS
 DQ2567'ORNAMENTAL TREE AT 5.4 M (17.7 FT) AND 40 DEGREES ABOVE HORIZON.
 DQ2567
 DQ2567                          STATION RECOVERY (2022)
 DQ2567
 DQ2567'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ2567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2566 ***********************************************************************
 DQ2566  DESIGNATION -  908 7077 C
 DQ2566  PID         -  DQ2566
 DQ2566  STATE/COUNTY-  WI/BROWN
 DQ2566  COUNTRY     -  US
 DQ2566  USGS QUAD   -  GREEN BAY EAST (2018)
 DQ2566
 DQ2566                         *CURRENT SURVEY CONTROL
 DQ2566  ______________________________________________________________________
 DQ2566* NAD 83(1986) POSITION- 44 32 06.04   (N) 087 59 33.72   (W)   HD_HELD1
 DQ2566* NAVD 88 ORTHO HEIGHT -   179.347 (meters)      588.41  (feet) ADJUSTED
 DQ2566  ______________________________________________________________________
 DQ2566  GEOID HEIGHT    -        -36.247 (meters)                     GEOID18
 DQ2566  DYNAMIC HEIGHT  -        179.325 (meters)      588.34  (feet) COMP
 DQ2566  MODELED GRAVITY -    980,493.1   (mgal)                       NAVD 88
 DQ2566
 DQ2566  VERT ORDER      -  SECOND    CLASS I
 DQ2566
 DQ2566.The horizontal coordinates were determined by differentially corrected
 DQ2566.hand held GPS observations or other comparable positioning techniques
 DQ2566.and have an estimated accuracy of +/- 3 meters.
 DQ2566
 DQ2566.The orthometric height was determined by differential leveling and
 DQ2566.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2566.in February 2017.
 DQ2566
 DQ2566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2566.GEOID18 height accuracy estimate available here.
 DQ2566
 DQ2566.Click photographs - Photos may exist for this station.
 DQ2566
 DQ2566.The dynamic height is computed by dividing the NAVD 88
 DQ2566.geopotential number by the normal gravity value computed on the
 DQ2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2566.degrees latitude (g = 980.6199 gals.).
 DQ2566
 DQ2566.The modeled gravity was interpolated from observed gravity values.
 DQ2566
 DQ2566;                    North         East    Units  Estimated Accuracy
 DQ2566;SPC WI C     -    79,940.7     759,521.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2566
 DQ2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2112931777(NAD 83)
 DQ2566
 DQ2566                          SUPERSEDED SURVEY CONTROL
 DQ2566
 DQ2566.No superseded survey control is available for this station.
 DQ2566
 DQ2566_MARKER: DB = BENCH MARK DISK
 DQ2566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ2566_SP_SET: LOADING DOCK
 DQ2566_STAMPING: 908 7077 C 2009
 DQ2566_MARK LOGO: NOS
 DQ2566_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2566+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DQ2566
 DQ2566  HISTORY     - Date     Condition        Report By
 DQ2566  HISTORY     - 20090801 MONUMENTED       NOS
 DQ2566  HISTORY     - 20151007 GOOD             WIDT
 DQ2566  HISTORY     - 20190915 GOOD             USPSQD
 DQ2566  HISTORY     - 20220825 GOOD             CO-OPS
 DQ2566
 DQ2566                          STATION DESCRIPTION
 DQ2566
 DQ2566'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2566'THE BENCH MARK IS LOCATED IN THE CITY OF GREEN BAY, ABOUT 15 MI (24.1
 DQ2566'KM) WEST OF LUXEMBURG AND 7.5 MI (12.1 KM) SOUTH OF SUAMICO.
 DQ2566'
 DQ2566'TO REACH THE BENCH MARK FROM THE JUNCTION OF BUSINESS US HIGHWAY 141
 DQ2566'AND STATE HIGHWAY 29 (MAIN STREET) WITH STATE HIGHWAY 54 AND STATE
 DQ2566'HIGHWAY 57 (MONROE AVENUE) IN DOWNTOWN GREEN BAY, GO NORTH ON STATE
 DQ2566'HIGHWAY 54 AND STATE HIGHWAY 57 (MONROE AVENUE) FOR 0.2 M (0.7 FT) TO
 DQ2566'QUINCY STREET.  TURN LEFT AND GO NORTH ON QUINCY STREET FOR 1.35 MI
 DQ2566'(2.17 KM) TO THE JUNCTION WITH BAY BEACH ROAD AND THE BENCH MARK ON
 DQ2566'THE RIGHT, SET IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE
 DQ2566'LOADING DOCK FOR THE GREEN BAY PACKAGING INCORPORATED BUILDING 1 -701
 DQ2566'BAY BEACH ROAD-, ABOUT 1.2 M (3.9 FT) ABOVE GROUND LEVEL.
 DQ2566'
 DQ2566'THE BENCH MARK IS A BRONZE NATIONAL OCEAN SERVICE BENCH MARK SURVEY
 DQ2566'DISK AND IS 19.75 M (64.8 FT) NORTH OF THE CENTERLINE OF BAY BEACH
 DQ2566'ROAD, 18 M (59.1 FT) EAST OF THE EXTENDED CENTER OF QUINCY STREET, 2.9
 DQ2566'M (9.5 FT) EAST OF THE CENTER OF A RAILROAD TRACK AND 0.1 M (0.3 FT)
 DQ2566'SOUTH OF THE NORTH EDGE OF THE CONCRETE LOADING DOCK.
 DQ2566'
 DQ2566'NOTE-THE BENCH MARK IS OBSTRUCTED TO THE EAST BY A LARGE CONCRETE
 DQ2566'BUILDING.
 DQ2566
 DQ2566                          STATION RECOVERY (2019)
 DQ2566
 DQ2566'RECOVERY NOTE BY US POWER SQUADRON 2019 (OJB)
 DQ2566'LOCATED ON LOADING DOCK APRON.
 DQ2566
 DQ2566                          STATION RECOVERY (2022)
 DQ2566
 DQ2566'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DQ2566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2569 ***********************************************************************
 DQ2569  DESIGNATION -  908 7077 CROSS
 DQ2569  PID         -  DQ2569
 DQ2569  STATE/COUNTY-  WI/BROWN
 DQ2569  COUNTRY     -  US
 DQ2569  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2569
 DQ2569                         *CURRENT SURVEY CONTROL
 DQ2569  ______________________________________________________________________
 DQ2569* NAD 83(1986) POSITION- 44 32 17.99   (N) 088 00 12.16   (W)   HD_HELD1
 DQ2569* NAVD 88 ORTHO HEIGHT -   178.900 (meters)      586.94  (feet) ADJUSTED
 DQ2569  ______________________________________________________________________
 DQ2569  GEOID HEIGHT    -        -36.252 (meters)                     GEOID18
 DQ2569  DYNAMIC HEIGHT  -        178.878 (meters)      586.87  (feet) COMP
 DQ2569  MODELED GRAVITY -    980,491.9   (mgal)                       NAVD 88
 DQ2569
 DQ2569  VERT ORDER      -  SECOND    CLASS I
 DQ2569
 DQ2569.The horizontal coordinates were determined by differentially corrected
 DQ2569.hand held GPS observations or other comparable positioning techniques
 DQ2569.and have an estimated accuracy of +/- 3 meters.
 DQ2569
 DQ2569.The orthometric height was determined by differential leveling and
 DQ2569.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2569.in February 2017.
 DQ2569
 DQ2569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2569.GEOID18 height accuracy estimate available here.
 DQ2569
 DQ2569.Click photographs - Photos may exist for this station.
 DQ2569
 DQ2569.The dynamic height is computed by dividing the NAVD 88
 DQ2569.geopotential number by the normal gravity value computed on the
 DQ2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2569.degrees latitude (g = 980.6199 gals.).
 DQ2569
 DQ2569.The modeled gravity was interpolated from observed gravity values.
 DQ2569
 DQ2569;                    North         East    Units  Estimated Accuracy
 DQ2569;SPC WI C     -    80,288.6     758,663.8     MT  (+/- 3 meters HH1 GPS) 
 DQ2569
 DQ2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2028532156(NAD 83)
 DQ2569
 DQ2569                          SUPERSEDED SURVEY CONTROL
 DQ2569
 DQ2569.No superseded survey control is available for this station.
 DQ2569
 DQ2569_MARKER: X = CHISELED CROSS
 DQ2569_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ2569_SP_SET: RETAINING WALL
 DQ2569_MARK LOGO: NONE
 DQ2569_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2569+STABILITY: SURFACE MOTION
 DQ2569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2569+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2022
 DQ2569
 DQ2569  HISTORY     - Date     Condition        Report By
 DQ2569  HISTORY     - UNK      MONUMENTED       NONE
 DQ2569  HISTORY     - 20151007 GOOD             WIDT
 DQ2569  HISTORY     - 20190915 GOOD             USPSQD
 DQ2569  HISTORY     - 20220808 GOOD             NGS
 DQ2569
 DQ2569                          STATION DESCRIPTION
 DQ2569
 DQ2569'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2569'THE BENCH MARK IS LOCATED IN THE CITY OF GREEN BAY, ABOUT 15 MI (24.1
 DQ2569'KM) WEST OF LUXEMBURG AND 7.5 MI (12.1 KM) SOUTH OF SUAMICO.
 DQ2569'
 DQ2569'TO REACH THE BENCH MARK FROM THE JUNCTION OF BUSINESS US HIGHWAY 141
 DQ2569'AND STATE HIGHWAY 29 (MAIN STREET) WITH STATE HIGHWAY 54 AND STATE
 DQ2569'HIGHWAY 57 (MONROE AVENUE) IN DOWNTOWN GREEN BAY, GO NORTH ON STATE
 DQ2569'HIGHWAY 54 AND STATE HIGHWAY 57 (MONROE AVENUE) FOR 0.2 M (0.7 FT) TO
 DQ2569'QUINCY STREET.  TURN LEFT AND GO NORTH ON QUINCY STREET FOR 1.35 MI
 DQ2569'(2.17 KM) TO THE JUNCTION WITH BAY BEACH ROAD.  TURN LEFT AND GO WEST
 DQ2569'ON BAY BEACH ROAD FOR 0.5 MI (0.8 KM) TO THE END OF BAY BEACH ROAD AND
 DQ2569'THE BENCH MARK LOCATED ABOUT 150 FT (45.7 M) STRAIGHT AHEAD, AT THE
 DQ2569'WATERS EDGE.
 DQ2569'
 DQ2569'THE BENCH MARK IS A CHISELED CROSS IN THE SOUTHWEST END OF THE EXPOSED
 DQ2569'PORTION OF THE CONCRETE FOOTING OF A 1 FT (0.3 M) BY 24.5 FT (7.5 M)
 DQ2569'CONCRETE RETAINING WALL.  THE BENCH MARK IS 6 INCHES (15 CM) NORTHEAST
 DQ2569'OF THE SOUTHWEST END OF THE CONCRETE RETAINING WALL, LOCATED AT GRADE
 DQ2569'LEVEL AND APPROXIMATELY 2 FT (0.6 M) LOWER THAN THE TOP OF THE
 DQ2569'CONCRETE WALL.
 DQ2569'
 DQ2569'THE BENCH MARK IS 131.5 FT (40.1 M) NORTH OF THE NORTHERNMOST CORNER
 DQ2569'OF THE JACK DAY ENVIRONMENTAL EDUCATION CENTER AND 28.4 FT (8.7 M)
 DQ2569'NORTHWEST OF THE TOP-CENTER OF A 3.7 FT (1.1 M) DIAMETER CONCRETE
 DQ2569'STORM SEWER INLET, THE TOP OF WHICH PROJECTS APPROXIMATELY 4.2 FT (1.3
 DQ2569'M) ABOVE GROUND.
 DQ2569'
 DQ2569'NOTE-THE GREEN BAY HARBOR AND MARINA MAY UNDERGO MAJOR RENOVATION IN
 DQ2569'THE NEAR FUTURE, WHICH MAY PLACE THE BENCH MARK IN IMMANENT PERIL.
 DQ2569
 DQ2569                          STATION RECOVERY (2019)
 DQ2569
 DQ2569'RECOVERY NOTE BY US POWER SQUADRON 2019 (OJB)
 DQ2569'RECOVERED IN GOOD CONDITION.
 DQ2569
 DQ2569                          STATION RECOVERY (2022)
 DQ2569
 DQ2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JJ)
 DQ2569'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2564 ***********************************************************************
 DQ2564  DESIGNATION -  908 7077 D
 DQ2564  PID         -  DQ2564
 DQ2564  STATE/COUNTY-  WI/BROWN
 DQ2564  COUNTRY     -  US
 DQ2564  USGS QUAD   -  GREEN BAY EAST (2018)
 DQ2564
 DQ2564                         *CURRENT SURVEY CONTROL
 DQ2564  ______________________________________________________________________
 DQ2564* NAD 83(1986) POSITION- 44 31 34.42   (N) 087 59 58.09   (W)   HD_HELD1
 DQ2564* NAVD 88 ORTHO HEIGHT -   178.307 (meters)      585.00  (feet) ADJUSTED
 DQ2564  ______________________________________________________________________
 DQ2564  GEOID HEIGHT    -        -36.244 (meters)                     GEOID18
 DQ2564  DYNAMIC HEIGHT  -        178.285 (meters)      584.92  (feet) COMP
 DQ2564  MODELED GRAVITY -    980,492.5   (mgal)                       NAVD 88
 DQ2564
 DQ2564  VERT ORDER      -  SECOND    CLASS I
 DQ2564
 DQ2564.The horizontal coordinates were determined by differentially corrected
 DQ2564.hand held GPS observations or other comparable positioning techniques
 DQ2564.and have an estimated accuracy of +/- 3 meters.
 DQ2564
 DQ2564.The orthometric height was determined by differential leveling and
 DQ2564.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2564.in February 2017.
 DQ2564
 DQ2564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2564.GEOID18 height accuracy estimate available here.
 DQ2564
 DQ2564.Click photographs - Photos may exist for this station.
 DQ2564
 DQ2564.The dynamic height is computed by dividing the NAVD 88
 DQ2564.geopotential number by the normal gravity value computed on the
 DQ2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2564.degrees latitude (g = 980.6199 gals.).
 DQ2564
 DQ2564.The modeled gravity was interpolated from observed gravity values.
 DQ2564
 DQ2564;                    North         East    Units  Estimated Accuracy
 DQ2564;SPC WI C     -    78,951.8     759,007.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2564
 DQ2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2057930808(NAD 83)
 DQ2564
 DQ2564                          SUPERSEDED SURVEY CONTROL
 DQ2564
 DQ2564.No superseded survey control is available for this station.
 DQ2564
 DQ2564_MARKER: DB = BENCH MARK DISK
 DQ2564_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ2564_SP_SET: STORM SEWER
 DQ2564_STAMPING: 908 7077 D 2009
 DQ2564_MARK LOGO: NOS
 DQ2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2564+STABILITY: SURFACE MOTION
 DQ2564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2564+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 DQ2564
 DQ2564  HISTORY     - Date     Condition        Report By
 DQ2564  HISTORY     - 20090801 MONUMENTED       NOS
 DQ2564  HISTORY     - 20151007 GOOD             WIDT
 DQ2564  HISTORY     - 20190915 GOOD             USPSQD
 DQ2564
 DQ2564                          STATION DESCRIPTION
 DQ2564
 DQ2564'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2564'THE BENCH MARK IS LOCATED IN THE CITY OF GREEN BAY, ABOUT 15 MI (24.1
 DQ2564'KM) WEST OF LUXEMBURG AND 7.5 MI (12.1 KM) SOUTH OF SUAMICO.
 DQ2564'
 DQ2564'TO REACH THE BENCH MARK FROM THE JUNCTION OF BUSINESS US HIGHWAY 141
 DQ2564'AND STATE HIGHWAY 29 (MAIN STREET) WITH STATE HIGHWAY 54 AND STATE
 DQ2564'HIGHWAY 57 (MONROE AVENUE) IN DOWNTOWN GREEN BAY, GO NORTH ON STATE
 DQ2564'HIGHWAY 54 AND STATE HIGHWAY 57 (MONROE AVENUE) FOR 0.2 M (0.7 FT) TO
 DQ2564'QUINCY STREET.  TURN LEFT AND GO NORTH ON QUINCY STREET FOR 0.6 MI
 DQ2564'(1.0 KM) TO VANDERBRAAK STREET ON THE RIGHT.  CONTINUE NORTH ON QUINCY
 DQ2564'STREET FOR APPROXIMATELY 200 FT (61.0 M) TO THE PROCTOR AND GAMBLE
 DQ2564'COMPANY NORTH GATE C ENTRANCE ON THE LEFT AND THE BENCH MARK ON THE
 DQ2564'LEFT.
 DQ2564'
 DQ2564'THE BENCH MARK IS A BRONZE NATIONAL OCEAN SERVICE BENCH MARK DISK SET
 DQ2564'IN A DRILL HOLE IN THE EASTERNMOST CORNER OF A 2.4 M (8.0 FT) SQUARE
 DQ2564'CONCRETE STORM SEWER UTILITY STRUCTURE THAT IS COVERED BY A STEEL
 DQ2564'GRATE, APPROXIMATELY 0.2 M (0.7 FT) ABOVE GROUND LEVEL.  THE BENCH
 DQ2564'MARK IS 29.8 M (97.8 FT) WEST-NORTHWEST OF THE CENTERLINE OF QUINCY
 DQ2564'STREET, 46.3 M (151.9 FT) SOUTH OF A UTILITY POLE WITH FOUR GUY WIRES,
 DQ2564'AND 2.8 M (9.2 FT) NORTH OF A CONCRETE CURB ALONG THE NORTHSIDE OF THE
 DQ2564'PROCTOR AND GAMBLE COMPANY NORTH GATE C -MERIT CONTRACTORS- ENTRANCE.
 DQ2564'
 DQ2564'NOTE-THIS BENCH MARK IS OBSTRUCTED BY LARGE TREES TO THE NORTH THAT
 DQ2564'EXTEND GREATER THAN 50 DEGREES ABOVE THE HORIZON AND MULTIPLE UTILITY
 DQ2564'POLES AND OVERHEAD WIRES TO SOUTH AND EAST THAT EXTEND GREATER THAN 25
 DQ2564'DEGREES ABOVE THE HORIZON.
 DQ2564
 DQ2564                          STATION RECOVERY (2019)
 DQ2564
 DQ2564'RECOVERY NOTE BY US POWER SQUADRON 2019 (OJB)
 DQ2564'IT IS SOUTH OF UTILITY POLE WITH FOUR GUY WIRES IN A SQUARE CONCRETE
 DQ2564'STORM SEWER BEHIND A CHAIN LINK CONSTRUCTION FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR9475 ***********************************************************************
 DR9475  DESIGNATION -  908 7077 J
 DR9475  PID         -  DR9475
 DR9475  STATE/COUNTY-  WI/BROWN
 DR9475  COUNTRY     -  US
 DR9475  USGS QUAD   -  GREEN BAY WEST (2018)
 DR9475
 DR9475                         *CURRENT SURVEY CONTROL
 DR9475  ______________________________________________________________________
 DR9475* NAD 83(1986) POSITION- 44 32 20.40   (N) 088 00 03.85   (W)   HD_HELD1
 DR9475* NAVD 88 ORTHO HEIGHT -   179.233 (meters)      588.03  (feet) ADJUSTED
 DR9475  ______________________________________________________________________
 DR9475  GEOID HEIGHT    -        -36.252 (meters)                     GEOID18
 DR9475  DYNAMIC HEIGHT  -        179.211 (meters)      587.96  (feet) COMP
 DR9475  MODELED GRAVITY -    980,492.0   (mgal)                       NAVD 88
 DR9475
 DR9475  VERT ORDER      -  SECOND    CLASS I
 DR9475
 DR9475.The horizontal coordinates were determined by differentially corrected
 DR9475.hand held GPS observations or other comparable positioning techniques
 DR9475.and have an estimated accuracy of +/- 3 meters.
 DR9475
 DR9475.The orthometric height was determined by differential leveling and
 DR9475.adjusted by the NATIONAL GEODETIC SURVEY
 DR9475.in March 2024.
 DR9475
 DR9475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9475.GEOID18 height accuracy estimate available here.
 DR9475
 DR9475.Click photographs - Photos may exist for this station.
 DR9475
 DR9475.The dynamic height is computed by dividing the NAVD 88
 DR9475.geopotential number by the normal gravity value computed on the
 DR9475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9475.degrees latitude (g = 980.6199 gals.).
 DR9475
 DR9475.The modeled gravity was interpolated from observed gravity values.
 DR9475
 DR9475;                    North         East    Units  Estimated Accuracy
 DR9475;SPC WI C     -    80,367.4     758,845.3     MT  (+/- 3 meters HH1 GPS) 
 DR9475
 DR9475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2047032228(NAD 83)
 DR9475
 DR9475                          SUPERSEDED SURVEY CONTROL
 DR9475
 DR9475.No superseded survey control is available for this station.
 DR9475
 DR9475_MARKER: DB = BENCH MARK DISK
 DR9475_SETTING: 0 = UNSPECIFIED SETTING
 DR9475_SP_SET: MARINA CONCRETE BULKHEAD
 DR9475_STAMPING: 7077 J 2020
 DR9475_MARK LOGO: NOS
 DR9475_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9475+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DR9475
 DR9475  HISTORY     - Date     Condition        Report By
 DR9475  HISTORY     - 20200625 MONUMENTED       CO-OPS
 DR9475  HISTORY     - 20220825 GOOD             CO-OPS
 DR9475
 DR9475                          STATION DESCRIPTION
 DR9475
 DR9475'DESCRIBED BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DR9475'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF DE PERE,
 DR9475'6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF SUAMICO AND 1.7 MI (2.7 KM)
 DR9475'NORTHEAST OF GREEN BAY.
 DR9475'
 DR9475'TO REACH THE BENCH MARK FROM THE JUNCTION OF BUSINESS US HIGHWAY 141
 DR9475'AND STATE HIGHWAY 29 (MAIN STREET) WITH STATE HIGHWAY 54 AND STATE
 DR9475'HIGHWAY 57 (MONROE AVENUE) IN DOWNTOWN GREEN BAY, GO NORTH ON STATE
 DR9475'HIGHWAY 54 AND STATE HIGHWAY 57 (MONROE AVENUE) FOR 0.2 M (0.7 FT) TO
 DR9475'QUINCY STREET.  TURN LEFT AND GO NORTH ON QUINCY STREET FOR 1.35 MI
 DR9475'(2.17 KM) TO THE JUNCTION WITH BAY BEACH ROAD.  TURN LEFT AND GO WEST
 DR9475'ON BAY BEACH ROAD FOR 0.5 MI (0.8 KM).  TURN RIGHT AT THE END OF BAY
 DR9475'BEACH ROAD AND PROCEED STRAIGHT TO THE SOUTH BAY MARINA HARBOR MASTER
 DR9475'AND FUEL DOCK.  THE BENCH MARK IS LOCATED ON THE CONCRETE BULKHEAD.
 DR9475'THE ADDRESS OF THE SOUTH BAY MARINA IS 101 BAY BEACH ROAD.  GREEN BAY,
 DR9475'WI 54302.
 DR9475'
 DR9475'THE BENCH MARK IS A BRONZE NATIONAL OCEAN SERVICE BENCH MARK SURVEY
 DR9475'DISK AND IS 10.83 M (35.5 FT) EAST OF THE WESTERN EDGE OF THE CONCRETE
 DR9475'BULKHEAD.  8.91 M (29.2 FT) NORTH OF THE NORTHERN FACE OF THE
 DR9475'HARBORMASTER BUILDING.  0.495 M (1.6 FT) SOUTH OF THE NORTHERN EDGE OF
 DR9475'THE CONCRETE BULKHEAD.  THE BENCH MARK IS SET FLUSH ON THE CONCRETE
 DR9475'BULKHEAD OF THE SOUTH BAY MARINA HARBOR MASTER AND FUEL DOCK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0840 ***********************************************************************
 PN0840  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PN0840  DESIGNATION -  908 7078 E
 PN0840  PID         -  PN0840
 PN0840  STATE/COUNTY-  WI/BROWN
 PN0840  COUNTRY     -  US
 PN0840  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0840
 PN0840                         *CURRENT SURVEY CONTROL
 PN0840  ______________________________________________________________________
 PN0840* NAD 83(2011) POSITION- 44 32 27.41282(N) 088 00 43.91769(W)   ADJUSTED
 PN0840* NAD 83(2011) ELLIP HT-   142.405 (meters)        (06/27/12)   ADJUSTED
 PN0840* NAD 83(2011) EPOCH   -  2010.00
 PN0840* NAVD 88 ORTHO HEIGHT -   178.659 (meters)      586.15  (feet) ADJUSTED
 PN0840  ______________________________________________________________________
 PN0840  GEOID HEIGHT    -        -36.255 (meters)                     GEOID18
 PN0840  NAD 83(2011) X  -    157,950.056 (meters)                     COMP
 PN0840  NAD 83(2011) Y  - -4,550,879.067 (meters)                     COMP
 PN0840  NAD 83(2011) Z  -  4,451,232.397 (meters)                     COMP
 PN0840  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 PN0840  DYNAMIC HEIGHT  -        178.638 (meters)      586.08  (feet) COMP
 PN0840  MODELED GRAVITY -    980,492.3   (mgal)                       NAVD 88
 PN0840
 PN0840  VERT ORDER      -  SECOND    CLASS I
 PN0840
 PN0840  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PN0840  Standards:
 PN0840         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PN0840            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PN0840  -------------------------------------------------------------------
 PN0840  NETWORK    0.99   1.69           0.45   0.34   0.86     -0.01119332
 PN0840  -------------------------------------------------------------------
 PN0840  Click here for local accuracies and other accuracy information.
 PN0840
 PN0840.The horizontal coordinates were established by GPS observations
 PN0840.and adjusted by the National Geodetic Survey in June 2012.
 PN0840
 PN0840.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PN0840.been affixed to the stable North American tectonic plate. See 
 PN0840.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PN0840
 PN0840.The horizontal coordinates are valid at the epoch date displayed above
 PN0840.which is a decimal equivalence of Year/Month/Day.
 PN0840
 PN0840.The orthometric height was determined by differential leveling and
 PN0840.adjusted by the NATIONAL GEODETIC SURVEY
 PN0840.in February 2017.
 PN0840
 PN0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0840.GEOID18 height accuracy estimate available here.
 PN0840
 PN0840.This Water Level Mark is designated as VM 13230
 PN0840.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PN0840
 PN0840.Click photographs - Photos may exist for this station.
 PN0840
 PN0840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN0840
 PN0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0840
 PN0840.The ellipsoidal height was determined by GPS observations
 PN0840.and is referenced to NAD 83.
 PN0840
 PN0840.The dynamic height is computed by dividing the NAVD 88
 PN0840.geopotential number by the normal gravity value computed on the
 PN0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0840.degrees latitude (g = 980.6199 gals.).
 PN0840
 PN0840.The modeled gravity was interpolated from observed gravity values.
 PN0840
 PN0840. The following values were computed from the NAD 83(2011) position.
 PN0840
 PN0840;                    North         East     Units Scale Factor Converg.
 PN0840;SPC WI C     -    80,562.111   757,955.771   MT  0.99995773   +1 24 09.2
 PN0840;SPC WI C     -   264,310.86  2,486,726.56   sFT  0.99995773   +1 24 09.2
 PN0840;UTM  16      - 4,932,455.831   419,588.695   MT  0.99967951   -0 42 36.0
 PN0840
 PN0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0840!SPC WI C     -   0.99997767  x   0.99995773  =   0.99993540
 PN0840!UTM  16      -   0.99997767  x   0.99967951  =   0.99965719
 PN0840
 PN0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1958832455(NAD 83)
 PN0840
 PN0840                          SUPERSEDED SURVEY CONTROL
 PN0840
 PN0840  NAD 83(2007)-  44 32 27.41309(N)    088 00 43.91869(W) AD(2002.00) A
 PN0840  ELLIP H (08/23/11)  142.401  (m)                       GP(2002.00) 1 2
 PN0840  NAVD 88 (05/08/12)  178.658  (m)          586.15   (f) SUPERSEDED  2 1
 PN0840  NAVD 88 (08/23/11)  178.6    (m)  GEOID09  model used  GPS OBS        
 PN0840  NAVD 88 (07/23/97)  178.658  (m)          586.15   (f) SUPERSEDED  1 2
 PN0840  NAVD 88 (06/15/91)  178.654  (m)          586.13   (f) SUPERSEDED  1 2
 PN0840
 PN0840.Superseded values are not recommended for survey control.
 PN0840
 PN0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0840.See file dsdata.pdf to determine how the superseded data were derived.
 PN0840
 PN0840_MARKER: DD = SURVEY DISK
 PN0840_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PN0840+WITH SETTING: PAVEMENT
 PN0840_SP_SET: TOWER FOUNDATION
 PN0840_STAMPING: 7078 E 1978
 PN0840_MARK LOGO: NOS
 PN0840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0840+STABILITY: SURFACE MOTION
 PN0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0840+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 PN0840
 PN0840  HISTORY     - Date     Condition        Report By
 PN0840  HISTORY     - 1978     MONUMENTED       NOS
 PN0840  HISTORY     - 1985     GOOD             NGS
 PN0840  HISTORY     - 19940523 GOOD             WI-009
 PN0840  HISTORY     - 19940826 GOOD             NOS
 PN0840  HISTORY     - 19950802 GOOD             NOS
 PN0840  HISTORY     - 20010806 GOOD             NGS
 PN0840  HISTORY     - 20050614 GOOD             USPSQD
 PN0840  HISTORY     - 20050808 GOOD             WIDT
 PN0840  HISTORY     - 20081202 GOOD             WIDT
 PN0840  HISTORY     - 20100715 GOOD             NGS
 PN0840  HISTORY     - 20150930 GOOD             WIDT
 PN0840  HISTORY     - 20180727 GOOD             CO-OPS
 PN0840  HISTORY     - 20220825 GOOD             CO-OPS
 PN0840
 PN0840                          STATION DESCRIPTION
 PN0840
 PN0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0840'2.2 KM (1.35 MI) NE FROM GREEN BAY.
 PN0840'0.6 KM (0.35 MI) NORTHEAST ALONG ALONG NORTH BROADWAY STREET FROM ITS
 PN0840'JUNCTION WITH THE CHICAGO AND NORTHWESTERN RAILROAD, THENCE 0.6 KM
 PN0840'(0.35 MI) NORTHWEST ALONG PRARIE AVENUE, THENCE 0.6 KM (0.35 MI)
 PN0840'NORTHEAST ALONG BYLSBY AVENUE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG
 PN0840'THE ENTRANCE DRIVEWAY TO THE WISCONSIN POWER COMPANY PULLIAM BAY
 PN0840'PLANT, IN TOP OF THE SOUTHEAST CORNER OF THE SOUTHWEST CONCRETE
 PN0840'FOUNDATION LEG OF A UTILITY LINE TOWER, 43.6 M (143.0 FT) NORTHWEST OF
 PN0840'THE CENTER OF THE DRIVEWAY, AND 29.9 M (98.1 FT) NORTHWEST OF THE NEAR
 PN0840'RAIL OF A SPUR TRACK LEADING TO THE PLANT.
 PN0840'THE MARK IS 0.1 M ABOVE THE GROUND.
 PN0840
 PN0840                          STATION RECOVERY (1994)
 PN0840
 PN0840'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0840'RECOVERED AS DESCRIBED.
 PN0840
 PN0840                          STATION RECOVERY (1994)
 PN0840
 PN0840'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PN0840'0.6 KM (0.35 MI) NORTHEAST ALONG ALONG NORTH BROADWAY STREET FROM ITS
 PN0840'JUNCTION WITH THE CHICAGO AND NORTHWESTERN RAILROAD, THENCE 0.6 KM
 PN0840'(0.35 MI) NORTHWEST ALONG PRARIE AVENUE, THENCE 0.6 KM (0.35 MI)
 PN0840'NORTHEAST ALONG BYLSBY AVENUE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG
 PN0840'THE ENTRANCE DRIVEWAY TO THE WISCONSIN POWER COMPANY PULLIAM BAY
 PN0840'PLANT, IN TOP OF THE SOUTHEAST CORNER OF THE SOUTHWEST CONCRETE
 PN0840'FOUNDATION LEG OF A UTILITY LINE TOWER, 74.5 M (244.4 FT)
 PN0840'NORTH-NORTHEAST OF GATE HOUSE AT PLANT ENTRANCE, 43.6 M (143.0 FT)
 PN0840'NORTHWEST OF THE CENTER OF THE DRIVEWAY, AND 29.9 M (98.1 FT)
 PN0840'NORTHWEST OF THE NEAR RAIL OF A SPUR TRACK LEADING TO THE PLANT.
 PN0840
 PN0840                          STATION RECOVERY (1995)
 PN0840
 PN0840'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 PN0840'0.6 KM (0.35 MI) NORTHEAST ALONG ALONG NORTH BROADWAY STREET FROM ITS
 PN0840'JUNCTION WITH THE CHICAGO AND NORTHWESTERN RAILROAD, THENCE 0.6 KM
 PN0840'(0.35 MI) NORTHWEST ALONG PRARIE AVENUE, THENCE 0.6 KM (0.35 MI)
 PN0840'NORTHEAST ALONG BYLSBY AVENUE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG
 PN0840'THE ENTRANCE DRIVEWAY TO THE WISCONSIN POWER COMPANY PULLIAM BAY
 PN0840'PLANT, IN TOP OF THE SOUTHEAST CORNER OF THE SOUTHWEST CONCRETE
 PN0840'FOUNDATION LEG OF A UTILITY LINE TOWER, 74.5 M (244.4 FT)
 PN0840'NORTH-NORTHEAST OF GATE HOUSE AT PLANT ENTRANCE, 43.6 M (143.0 FT)
 PN0840'NORTHWEST OF THE CENTER OF THE DRIVEWAY, AND 29.9 M (98.1 FT)
 PN0840'NORTHWEST OF THE NEAR RAIL OF A SPUR TRACK LEADING TO THE PLANT.
 PN0840
 PN0840                          STATION RECOVERY (2001)
 PN0840
 PN0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0840'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0840
 PN0840                          STATION RECOVERY (2005)
 PN0840
 PN0840'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0840'RECOVERED IN GOOD CONDITION.
 PN0840
 PN0840                          STATION RECOVERY (2005)
 PN0840
 PN0840'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0840'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 16.9 M EAST OF THE
 PN0840'SOUTH POLE TO THE DRIVE BOX FOR THE NORTH ELECTRIC SECURITY GATE, 13.4
 PN0840'M NORTHWEST OF THE NORTHWEST CORNER OF THE A NEW GUARD HOUSE
 PN0840'CONSTRUCTED AS PART OF HOMELAND SECURITY UPGRADE FOR THE PLANT, 1.1 M
 PN0840'EAST OF A YELLOW CONCRETE GUARD POST, AND 0.8 M WEST OF A SECOND
 PN0840'YELLOW CONCRETE GUARD POST.
 PN0840
 PN0840                          STATION RECOVERY (2008)
 PN0840
 PN0840'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PN0840'RECOVERED AS DESCRIBED.
 PN0840
 PN0840                          STATION RECOVERY (2010)
 PN0840
 PN0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 PN0840'RECOVERED AS DESCRIBED.
 PN0840
 PN0840                          STATION RECOVERY (2015)
 PN0840
 PN0840'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 PN0840'RECOVERED AS DESCRIBED.
 PN0840
 PN0840                          STATION RECOVERY (2018)
 PN0840
 PN0840'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (ANS)
 PN0840'RECOVERED AS DESCRIBED.
 PN0840
 PN0840                          STATION RECOVERY (2022)
 PN0840
 PN0840'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 PN0840'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0842 ***********************************************************************
 PN0842  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PN0842  DESIGNATION -  908 7078 F
 PN0842  PID         -  PN0842
 PN0842  STATE/COUNTY-  WI/BROWN
 PN0842  COUNTRY     -  US
 PN0842  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0842
 PN0842                         *CURRENT SURVEY CONTROL
 PN0842  ______________________________________________________________________
 PN0842* NAD 83(2011) POSITION- 44 32 27.77538(N) 088 00 25.88844(W)   ADJUSTED
 PN0842* NAD 83(2011) ELLIP HT-   141.368 (meters)        (12/02/25)   ADJUSTED
 PN0842* NAD 83(2011) EPOCH   -  2010.00
 PN0842* NAVD 88 ORTHO HEIGHT -   177.617 (meters)      582.73  (feet) ADJUSTED
 PN0842  ______________________________________________________________________
 PN0842  GEOID HEIGHT    -        -36.254 (meters)                     GEOID18
 PN0842  NAD 83(2011) X  -    158,347.541 (meters)                     COMP
 PN0842  NAD 83(2011) Y  - -4,550,856.660 (meters)                     COMP
 PN0842  NAD 83(2011) Z  -  4,451,239.646 (meters)                     COMP
 PN0842  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 PN0842  DYNAMIC HEIGHT  -        177.596 (meters)      582.66  (feet) COMP
 PN0842  MODELED GRAVITY -    980,492.4   (mgal)                       NAVD 88
 PN0842
 PN0842  VERT ORDER      -  SECOND    CLASS I
 PN0842
 PN0842  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PN0842  Standards:
 PN0842         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PN0842            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PN0842  -------------------------------------------------------------------
 PN0842  NETWORK    0.49   0.90           0.22   0.17   0.46     -0.05930526
 PN0842  -------------------------------------------------------------------
 PN0842  Click here for local accuracies and other accuracy information.
 PN0842
 PN0842.The horizontal coordinates were established by GPS observations
 PN0842.and adjusted by the National Geodetic Survey in December 2025.
 PN0842
 PN0842.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PN0842.been affixed to the stable North American tectonic plate. See 
 PN0842.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PN0842
 PN0842.The horizontal coordinates are valid at the epoch date displayed above
 PN0842.which is a decimal equivalence of Year/Month/Day.
 PN0842
 PN0842.The orthometric height was determined by differential leveling and
 PN0842.adjusted by the NATIONAL GEODETIC SURVEY
 PN0842.in February 2017.
 PN0842
 PN0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0842.GEOID18 height accuracy estimate available here.
 PN0842
 PN0842.This Water Level Mark is designated as VM 13231
 PN0842.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PN0842
 PN0842.Click photographs - Photos may exist for this station.
 PN0842
 PN0842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN0842
 PN0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0842
 PN0842.The ellipsoidal height was determined by GPS observations
 PN0842.and is referenced to NAD 83.
 PN0842
 PN0842.The dynamic height is computed by dividing the NAVD 88
 PN0842.geopotential number by the normal gravity value computed on the
 PN0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0842.degrees latitude (g = 980.6199 gals.).
 PN0842
 PN0842.The modeled gravity was interpolated from observed gravity values.
 PN0842
 PN0842. The following values were computed from the NAD 83(2011) position.
 PN0842
 PN0842;                    North         East     Units Scale Factor Converg.
 PN0842;SPC WI C     -    80,583.053   758,353.375   MT  0.99995772   +1 24 21.9
 PN0842;SPC WI C     -   264,379.57  2,488,031.03   sFT  0.99995772   +1 24 21.9
 PN0842;UTM  16      - 4,932,462.100   419,986.690   MT  0.99967873   -0 42 23.4
 PN0842
 PN0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0842!SPC WI C     -   0.99997783  x   0.99995772  =   0.99993556
 PN0842!UTM  16      -   0.99997783  x   0.99967873  =   0.99965657
 PN0842
 PN0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1998632462(NAD 83)
 PN0842
 PN0842                          SUPERSEDED SURVEY CONTROL
 PN0842
 PN0842  NAVD 88 (07/23/97)  177.616  (m)          582.73   (f) SUPERSEDED  1 2
 PN0842  NAVD 88 (06/15/91)  177.611  (m)          582.71   (f) SUPERSEDED  1 2
 PN0842
 PN0842.Superseded values are not recommended for survey control.
 PN0842
 PN0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0842.See file dsdata.pdf to determine how the superseded data were derived.
 PN0842
 PN0842_MARKER: DJ = TIDAL STATION DISK
 PN0842_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PN0842+WITH SETTING: PAVEMENT
 PN0842_SP_SET: GAUGE HOUSE FOUNDATION
 PN0842_STAMPING: 7078 F
 PN0842_MARK LOGO: NOS
 PN0842_PROJECTION: RECESSED 46 CENTIMETERS
 PN0842_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0842+STABILITY: SURFACE MOTION
 PN0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0842+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 PN0842
 PN0842  HISTORY     - Date     Condition        Report By
 PN0842  HISTORY     - 1978     MONUMENTED       NOS
 PN0842  HISTORY     - 1985     GOOD             NGS
 PN0842  HISTORY     - 19940527 GOOD             WI-009
 PN0842  HISTORY     - 19940826 GOOD             NOS
 PN0842  HISTORY     - 19950802 GOOD             NOS
 PN0842  HISTORY     - 20010806 GOOD             NGS
 PN0842  HISTORY     - 20050614 GOOD             USPSQD
 PN0842  HISTORY     - 20050808 GOOD             WIDT
 PN0842  HISTORY     - 20081201 GOOD             WIDT
 PN0842  HISTORY     - 20150930 GOOD             WIDT
 PN0842  HISTORY     - 20180727 GOOD             CO-OPS
 PN0842  HISTORY     - 20220808 GOOD             NGS
 PN0842  HISTORY     - 20220825 GOOD             CO-OPS
 PN0842
 PN0842                          STATION DESCRIPTION
 PN0842
 PN0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0842'2.5 KM (1.55 MI) NE FROM GREEN BAY.
 PN0842'0.6 KM (0.35 MI) NORTHEAST ALONG NORTH BROADWAY STREET FROM ITS
 PN0842'JUNCTION WITH THE CHICAGO AND NORTHWESTERN RAILROAD, THENCE 0.6 KM
 PN0842'(0.35 MI) NORTHWEST ALONG PRARIE AVENUE, THENCE 0.6 KM (0.35 MI)
 PN0842'NORTHEAST ALONG BYLSBY AVENUE, THENCE 0.7 KM (0.4 MI) NORTHERLY ALONG
 PN0842'THE ENTRANCE DRIVEWAY TO THE WISCONSIN POWER COMPANY PULLIAM BAY
 PN0842'PLANT, IN THE SOUTHWEST CORNER OF THE CONCRETE PAD OF THE WATER LEVEL
 PN0842'STATION BUILDING, 120.9 M (396.7 FT) EAST OF THE ENTRANCE GATE AT A
 PN0842'GUARD SHACK, 52.8 M (173.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 PN0842'THE PLANT, 0.9 M (3.0 FT) SOUTH OF THE CENTER OF A DOOR TO THE WATER
 PN0842'LEVEL STATION BUILDING, AND 0.3 M (1.0 FT) NORTH OF THE SOUTHWEST
 PN0842'CORNER OF THE PAD.
 PN0842
 PN0842                          STATION RECOVERY (1994)
 PN0842
 PN0842'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0842'RECOVERED AS DESCRIBED.
 PN0842
 PN0842                          STATION RECOVERY (1994)
 PN0842
 PN0842'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PN0842'0.6 KM (0.35 MI) NORTHEAST ALONG NORTH BROADWAY STREET FROM ITS
 PN0842'JUNCTION WITH THE CHICAGO AND NORTHWESTERN RAILROAD, THENCE 0.6 KM
 PN0842'(0.35 MI) NORTHWEST ALONG PRARIE AVENUE, THENCE 0.6 KM (0.35 MI)
 PN0842'NORTHEAST ALONG BYLSBY AVENUE, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG
 PN0842'THE ENTRANCE DRIVEWAY TO THE WISCONSIN POWER COMPANY PULLIAM BAY
 PN0842'PLANT, IN THE SOUTHWEST CORNER OF THE CONCRETE PAD OF THE WATER LEVEL
 PN0842'STATION BUILDING, 120.9 M (396.7 FT) EAST OF THE ENTRANCE GATE AT A
 PN0842'GUARD SHACK, 52.8 M (173.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 PN0842'THE PLANT, 0.9 M (3.0 FT) SOUTH OF THE CENTER OF A DOOR TO THE WATER
 PN0842'LEVEL STATION BUILDING, AND 0.3 M (1.0 FT) NORTH OF THE SOUTHWEST
 PN0842'CORNER OF THE PAD.
 PN0842
 PN0842                          STATION RECOVERY (1995)
 PN0842
 PN0842'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 PN0842'0.6 KM (0.35 MI) NORTHEAST ALONG NORTH BROADWAY STREET FROM ITS
 PN0842'JUNCTION WITH THE CHICAGO AND NORTHWESTERN RAILROAD, THENCE 0.6 KM
 PN0842'(0.35 MI) NORTHWEST ALONG PRARIE AVENUE, THENCE 0.6 KM (0.35 MI)
 PN0842'NORTHEAST ALONG BYLSBY AVENUE, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG
 PN0842'THE ENTRANCE DRIVEWAY TO THE WISCONSIN POWER COMPANY PULLIAM BAY
 PN0842'PLANT, IN THE SOUTHWEST CORNER OF THE CONCRETE PAD OF THE WATER LEVEL
 PN0842'STATION BUILDING, 120.9 M (396.7 FT) EAST OF THE ENTRANCE GATE AT A
 PN0842'GUARD SHACK, 52.8 M (173.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 PN0842'THE PLANT, 0.9 M (3.0 FT) SOUTH OF THE CENTER OF A DOOR TO THE WATER
 PN0842'LEVEL STATION BUILDING, AND 0.3 M (1.0 FT) NORTH OF THE SOUTHWEST
 PN0842'CORNER OF THE PAD.
 PN0842
 PN0842                          STATION RECOVERY (2001)
 PN0842
 PN0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0842'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0842
 PN0842                          STATION RECOVERY (2005)
 PN0842
 PN0842'RECOVERY NOTE BY US POWER SQUADRON 2005
 PN0842'RECOVERED IN GOOD CONDITION.
 PN0842
 PN0842                          STATION RECOVERY (2005)
 PN0842
 PN0842'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0842'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0842
 PN0842                          STATION RECOVERY (2008)
 PN0842
 PN0842'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PN0842'THE STATION WAS RECOVERED AS DESCRIBED, BUT NOT ACCESSIBLE FOR
 PN0842'OBSERVATION DURING THE 2008 WI-HEIGHT MODERNIZATION LEVELING CAMPAIGN.
 PN0842
 PN0842                          STATION RECOVERY (2015)
 PN0842
 PN0842'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 PN0842'RECOVERED AS DESCRIBED.
 PN0842
 PN0842                          STATION RECOVERY (2018)
 PN0842
 PN0842'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (ANS)
 PN0842'RECOVERED AS DESCRIBED.
 PN0842
 PN0842                          STATION RECOVERY (2022)
 PN0842
 PN0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 PN0842'NOTE-FOR ACCESS TO THE PLANT FACILITY, CONTACT WISCONSIN PUBLIC
 PN0842'SERVICE AT (920)433-1833 OR (920)606-8432.  THE NOS WATER LEVEL
 PN0842'STATION WAS DEMOLISHED IN 2020.  THE FOUNDATION WAS NOT DESTROYED AND
 PN0842'THE MARK WAS FOUND ABOUT 18 INCH (46 CM) BELOW GRADE.  ALL THE
 PN0842'BUILDINGS AROUND THE GAUGE HOUSE WERE ALSO DEMOLISHED IN 2020.  THE
 PN0842'BENCH MARK IS LOCATED 146.53 M (480.7 FT) NORTH-NORTHEAST OF THE NORTH
 PN0842'CORNER OF POWER CABLE TOWER, 44.1 M (144.7 FT) SOUTHEAST OF THE SOUTH
 PN0842'CORNER OF A POWER CABLE TOWER AND 5.3 M (17.4 FT) SOUTHWEST OF METAL
 PN0842'FENCE.  THERE IS ALSO A WITNESS POST SET FLUSH WITH THE FENCE.
 PN0842'
 PN0842'A PVC PIPE AND CAP WERE PLACED OVER THE MARK TO HELP PRESERVE.  A NEW
 PN0842'KICK BLOCK WILL NEED TO BE POURED AROUND PIPE ONCE FUTURE SITE
 PN0842'DEVELOPMENT TAKES PLACE.
 PN0842
 PN0842                          STATION RECOVERY (2022)
 PN0842
 PN0842'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 PN0842'THE NOS WATER LEVEL STATION WAS DEMOLISHED IN 2020.  THE FOUNDATION
 PN0842'WAS NOT DESTROYED AND THE MARK WAS FOUND ABOUT 18 INCH (46 CM) BELOW
 PN0842'GRADE.  ALL THE BUILDINGS AROUND THE GAUGE HOUSE WERE ALSO DEMOLISHED
 PN0842'IN 2020.
 PN0842'
 PN0842'THE BENCH MARK IS LOCATED 146.53 M (480.7 FT) NORTH-NORTHEAST OF THE
 PN0842'NORTH CORNER OF POWER CABLE TOWER, 44.1 M (144.7 FT) SOUTHEAST OF THE
 PN0842'SOUTH CORNER OF A POWER CABLE TOWER AND 5.3 M (17.4 FT) SOUTHWEST OF
 PN0842'METAL FENCE.  THERE IS ALSO A WITNESS POST SET FLUSH WITH THE FENCE.
 PN0842'
 PN0842'A PVC PIPE AND CAP WERE PLACED OVER THE MARK TO HELP PRESERVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0089 ***********************************************************************
 PN0089  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PN0089  DESIGNATION -  908 7078 LEG
 PN0089  PID         -  PN0089
 PN0089  STATE/COUNTY-  WI/BROWN
 PN0089  COUNTRY     -  US
 PN0089  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0089
 PN0089                         *CURRENT SURVEY CONTROL
 PN0089  ______________________________________________________________________
 PN0089* NAD 83(1986) POSITION- 44 32 28.69   (N) 088 00 27.89   (W)   HD_HELD1
 PN0089* NAVD 88 ORTHO HEIGHT -   178.847 (meters)      586.77  (feet) ADJUSTED
 PN0089  ______________________________________________________________________
 PN0089  GEOID HEIGHT    -        -36.254 (meters)                     GEOID18
 PN0089  DYNAMIC HEIGHT  -        178.825 (meters)      586.70  (feet) COMP
 PN0089  MODELED GRAVITY -    980,492.3   (mgal)                       NAVD 88
 PN0089
 PN0089  VERT ORDER      -  SECOND    CLASS I
 PN0089
 PN0089.The horizontal coordinates were determined by differentially corrected
 PN0089.hand held GPS observations or other comparable positioning techniques
 PN0089.and have an estimated accuracy of +/- 3 meters.
 PN0089
 PN0089.The orthometric height was determined by differential leveling and
 PN0089.adjusted by the NATIONAL GEODETIC SURVEY
 PN0089.in February 2017.
 PN0089
 PN0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0089.GEOID18 height accuracy estimate available here.
 PN0089
 PN0089.This Water Level Mark is designated as VM 13228
 PN0089.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PN0089
 PN0089.Click photographs - Photos may exist for this station.
 PN0089
 PN0089.The dynamic height is computed by dividing the NAVD 88
 PN0089.geopotential number by the normal gravity value computed on the
 PN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0089.degrees latitude (g = 980.6199 gals.).
 PN0089
 PN0089.The modeled gravity was interpolated from observed gravity values.
 PN0089
 PN0089;                    North         East    Units  Estimated Accuracy
 PN0089;SPC WI C     -    80,610.2     758,308.5     MT  (+/- 3 meters HH1 GPS) 
 PN0089
 PN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1994232490(NAD 83)
 PN0089
 PN0089                          SUPERSEDED SURVEY CONTROL
 PN0089
 PN0089  NAVD 88 (05/08/12)  178.823  (m)          586.69   (f) SUPERSEDED  2 1
 PN0089  NAVD 88 (07/23/97)  178.843  (m)          586.75   (f) SUPERSEDED  1 0
 PN0089  NAVD 88 (06/15/91)  178.840  (m)          586.74   (f) SUPERSEDED  1 0
 PN0089
 PN0089.Superseded values are not recommended for survey control.
 PN0089
 PN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0089.See file dsdata.pdf to determine how the superseded data were derived.
 PN0089
 PN0089_MARKER: B = BOLT
 PN0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0089_SP_SET: POWER TOWER BASE
 PN0089_MARK LOGO: USLS
 PN0089_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0089+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 PN0089
 PN0089  HISTORY     - Date     Condition        Report By
 PN0089  HISTORY     - 1953     MONUMENTED       USLS
 PN0089  HISTORY     - 1972     GOOD             NGS
 PN0089  HISTORY     - 1974     GOOD             NOS
 PN0089  HISTORY     - 1985     GOOD             NGS
 PN0089  HISTORY     - 19940504 GOOD             WI-009
 PN0089  HISTORY     - 19940826 GOOD             NOS
 PN0089  HISTORY     - 19950802 GOOD             NOS
 PN0089  HISTORY     - 20050614 GOOD             USPSQD
 PN0089  HISTORY     - 20050808 GOOD             WIDT
 PN0089  HISTORY     - 20081201 GOOD             WIDT
 PN0089  HISTORY     - 20150930 GOOD             WIDT
 PN0089  HISTORY     - 20180727 GOOD             CO-OPS
 PN0089  HISTORY     - 20220825 GOOD             CO-OPS
 PN0089
 PN0089                          STATION DESCRIPTION
 PN0089
 PN0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0089'AT GREEN BAY.
 PN0089'AT GREEN BAY, AT THE LARGE WISCONSIN POWER COMPANY PULLIAM BAY
 PN0089'PLANT, 88 FEET NORTHEAST OF BENCH MARK WIS (USE) DESCRIBED, A
 PN0089'CROSS CUT IN THE TOP OF A 1 1/2 INCH BOLT AT THE BASE OF THE
 PN0089'WEST LEG OF A STEEL POWER LINE TOWER (THE ONLY STEEL TOWER ON
 PN0089'THE NORTH SIDE OF THE LARGE POWER PLANT), 20 FEET NORTH OF THE
 PN0089'U.S. LAKE SURVEY WATER GAUGE AND 3 FEET ABOVE THE LEVEL OF THE
 PN0089'GROUND.
 PN0089
 PN0089                          STATION RECOVERY (1974)
 PN0089
 PN0089'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0089'RECOVERED IN GOOD CONDITION.
 PN0089
 PN0089                          STATION RECOVERY (1985)
 PN0089
 PN0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0089'RECOVERED IN GOOD CONDITION.
 PN0089
 PN0089                          STATION RECOVERY (1994)
 PN0089
 PN0089'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0089'RECOVERED AS DESCRIBED.
 PN0089
 PN0089                          STATION RECOVERY (1994)
 PN0089
 PN0089'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PN0089'IN GREEN BAY, AT THE LARGE WISCONSIN POWER COMPANY PULLIAM BAY PLANT,
 PN0089'173.4 FEET (52.9 M) WEST OF NOS WATER LEVEL GAUGING STATION, 88 FEET
 PN0089'(26.8 M) NORTHEAST OF BENCH MARK WIS (USE) DESCRIBED, 71.0 FEET (21.6
 PN0089'M) NORTH OF THE NORTHEAST CORNER OF PLANT BUILDING, 3 FEET (0.9 M)
 PN0089'ABOVE THE LEVEL OF THE GROUND, BEING A CROSS CUT IN THE TOP OF A 1 1/2
 PN0089'INCH BOLT AT THE BASE OF THE WEST LEG OF A STEEL POWER LINE TOWER (THE
 PN0089'ONLY STEEL TOWER ON THE NORTH SIDE OF THE LARGE POWER PLANT) .
 PN0089
 PN0089                          STATION RECOVERY (1995)
 PN0089
 PN0089'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 PN0089'RECOVERED AS DESCRIBED.
 PN0089
 PN0089                          STATION RECOVERY (2005)
 PN0089
 PN0089'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0089'RECOVERED IN GOOD CONDITION.
 PN0089
 PN0089                          STATION RECOVERY (2005)
 PN0089
 PN0089'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0089'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0089
 PN0089                          STATION RECOVERY (2008)
 PN0089
 PN0089'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PN0089'RECOVERED AS DESCRIBED.
 PN0089
 PN0089                          STATION RECOVERY (2015)
 PN0089
 PN0089'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 PN0089'RECOVERED AS DESCRIBED.
 PN0089
 PN0089                          STATION RECOVERY (2018)
 PN0089
 PN0089'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (ANS)
 PN0089'RECOVERED AS DESCRIBED.
 PN0089
 PN0089                          STATION RECOVERY (2022)
 PN0089
 PN0089'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 PN0089'POWER PLANT HAS BEEN DECOMMISSIONED AND MOST OF THE BUILDINGS HAVE
 PN0089'BEEN DEMOLISHED INCLUDING THE NOAA WATER LEVEL GAUGE BUILDING.  THIS
 PN0089'BENCH MARK IS STILL IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0088 ***********************************************************************
 PN0088  DESIGNATION -  908 7078 SCALE
 PN0088  PID         -  PN0088
 PN0088  STATE/COUNTY-  WI/BROWN
 PN0088  COUNTRY     -  US
 PN0088  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0088
 PN0088                         *CURRENT SURVEY CONTROL
 PN0088  ______________________________________________________________________
 PN0088* NAD 83(1986) POSITION- 44 32 27.5    (N) 088 00 26.7    (W)   HD_HELD2
 PN0088* NAVD 88 ORTHO HEIGHT -   178.090 (meters)      584.28  (feet) ADJUSTED
 PN0088  ______________________________________________________________________
 PN0088  GEOID HEIGHT    -        -36.254 (meters)                     GEOID18
 PN0088  DYNAMIC HEIGHT  -        178.068 (meters)      584.21  (feet) COMP
 PN0088  MODELED GRAVITY -    980,492.3   (mgal)                       NAVD 88
 PN0088
 PN0088  VERT ORDER      -  FIRST     CLASS 0
 PN0088
 PN0088.The horizontal coordinates were established by autonomous hand held GPS
 PN0088.observations and have an estimated accuracy of +/- 10 meters.
 PN0088
 PN0088.The orthometric height was determined by differential leveling and
 PN0088.adjusted by the NATIONAL GEODETIC SURVEY
 PN0088.in June 1991.
 PN0088
 PN0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0088.GEOID18 height accuracy estimate available here.
 PN0088
 PN0088.Click photographs - Photos may exist for this station.
 PN0088
 PN0088.The dynamic height is computed by dividing the NAVD 88
 PN0088.geopotential number by the normal gravity value computed on the
 PN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0088.degrees latitude (g = 980.6199 gals.).
 PN0088
 PN0088.The modeled gravity was interpolated from observed gravity values.
 PN0088
 PN0088;                    North         East    Units  Estimated Accuracy
 PN0088;SPC WI C     -    80,574.      758,336.      MT  (+/- 10 meters HH2 GPS)
 PN0088
 PN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1996832453(NAD 83)
 PN0088
 PN0088                          SUPERSEDED SURVEY CONTROL
 PN0088
 PN0088.No superseded survey control is available for this station.
 PN0088
 PN0088_MARKER: Z = SEE DESCRIPTION
 PN0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0088_SP_SET: CONCRETE FOUNDATION
 PN0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0088
 PN0088  HISTORY     - Date     Condition        Report By
 PN0088  HISTORY     - UNK      MONUMENTED       USLS
 PN0088  HISTORY     - 1972     GOOD             NGS
 PN0088  HISTORY     - 1974     POOR             NOS
 PN0088  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0088  HISTORY     - 19940504 MARK NOT FOUND   WI-009
 PN0088
 PN0088                          STATION DESCRIPTION
 PN0088
 PN0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0088'AT GREEN BAY.
 PN0088'AT GREEN BAY, AT THE LARGE WISCONSIN POWER COMPANY PULLIAM BAY
 PN0088'PLANT, 167 FEET EAST OF BENCH MARK WIS (USE) DESCRIBED, SET ON
 PN0088'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION THAT
 PN0088'PROJECTS OUT OF THE SOUTHEAST CORNER OF THE OLD SCALE BUILDING
 PN0088'(A SMALL BRICK BUILDING), 6.2 FEET NORTH OF THE NORTH RAIL OF
 PN0088'THE ONLY RAILROAD TRACK AT THE NORTH SIDE OF THE PLANT AND
 PN0088'PROJECTS 1/2 INCH ABOVE THE FOUNDATION.
 PN0088
 PN0088                          STATION RECOVERY (1974)
 PN0088
 PN0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0088'MARK RECOVERED IN POOR CONDITION.
 PN0088
 PN0088                          STATION RECOVERY (1985)
 PN0088
 PN0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0088'THE SCALE BUILDING HAS BEEN REMOVED.
 PN0088
 PN0088                          STATION RECOVERY (1994)
 PN0088
 PN0088'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0088'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3937 ***********************************************************************
 DR3937  DESIGNATION -  908 7079 H RESET
 DR3937  PID         -  DR3937
 DR3937  STATE/COUNTY-  WI/BROWN
 DR3937  COUNTRY     -  US
 DR3937  USGS QUAD   -  GREEN BAY WEST (2018)
 DR3937
 DR3937                         *CURRENT SURVEY CONTROL
 DR3937  ______________________________________________________________________
 DR3937* NAD 83(1986) POSITION- 44 32 31.24   (N) 088 00 34.98   (W)   HD_HELD1
 DR3937* NAVD 88 ORTHO HEIGHT -   177.834 (meters)      583.44  (feet) ADJUSTED
 DR3937  ______________________________________________________________________
 DR3937  GEOID HEIGHT    -        -36.255 (meters)                     GEOID18
 DR3937  DYNAMIC HEIGHT  -        177.812 (meters)      583.37  (feet) COMP
 DR3937  MODELED GRAVITY -    980,492.4   (mgal)                       NAVD 88
 DR3937
 DR3937  VERT ORDER      -  SECOND    CLASS I
 DR3937
 DR3937.The horizontal coordinates were determined by differentially corrected
 DR3937.hand held GPS observations or other comparable positioning techniques
 DR3937.and have an estimated accuracy of +/- 3 meters.
 DR3937
 DR3937.The orthometric height was determined by differential leveling and
 DR3937.adjusted by the NATIONAL GEODETIC SURVEY
 DR3937.in August 2020.
 DR3937
 DR3937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3937.GEOID18 height accuracy estimate available here.
 DR3937
 DR3937.Click photographs - Photos may exist for this station.
 DR3937
 DR3937.The dynamic height is computed by dividing the NAVD 88
 DR3937.geopotential number by the normal gravity value computed on the
 DR3937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3937.degrees latitude (g = 980.6199 gals.).
 DR3937
 DR3937.The modeled gravity was interpolated from observed gravity values.
 DR3937
 DR3937;                    North         East    Units  Estimated Accuracy
 DR3937;SPC WI C     -    80,685.0     758,150.1     MT  (+/- 3 meters HH1 GPS) 
 DR3937
 DR3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1978732571(NAD 83)
 DR3937
 DR3937                          SUPERSEDED SURVEY CONTROL
 DR3937
 DR3937.No superseded survey control is available for this station.
 DR3937
 DR3937_MARKER: F = FLANGE-ENCASED ROD
 DR3937_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR3937_STAMPING: 7079 H RESET 2014
 DR3937_MARK LOGO: NGS
 DR3937_PROJECTION: RECESSED 15 CENTIMETERS
 DR3937_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3937+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DR3937_ROD/PIPE-DEPTH: 7.3 meters
 DR3937_SLEEVE-DEPTH  : 1.22 meters
 DR3937
 DR3937  HISTORY     - Date     Condition        Report By
 DR3937  HISTORY     - 20140731 MONUMENTED       NOS
 DR3937  HISTORY     - 20220825 GOOD             CO-OPS
 DR3937
 DR3937                          STATION DESCRIPTION
 DR3937
 DR3937'DESCRIBED BY NATIONAL OCEAN SERVICE 2014 (ANS)
 DR3937'THE MARK IS LOCATED ABOUT 13.0 KM (8.1 MI) NORTH-NORTHWEST OF
 DR3937'BELLEVUE, 11.1 KM (6.9 MI) NORTH-NORTHEAST OF DE PERE, 10.3 KM (6.4
 DR3937'MI) SOUTH-SOUTHEAST OF SUAMICO AND 2.7 KM (1.7 MI) NORTH-NORTHEAST OF
 DR3937'GREEN BAY.
 DR3937'
 DR3937'TO REACH TBM FROM WITHIN GREEN BAY, BROWN COUNTY, WISCONSIN, FROM THE
 DR3937'INTERSECTION OF NORTH BROADWAY AND PRAIRIE AVE, PROCEED WEST ON
 DR3937'PRAIRIE AVE FOR 0.56 KM (0.35 MI) TO THE INTERSECTION WITH BYLSBY AVE,
 DR3937'THEN PROCEED NORTH ON BYLSBY AVE FOR 0.80 KM (0.50 MI) TO THE ENTRANCE
 DR3937'OF THE PULLIAM ELECTRIC PLANT, ON THE EAST SIDE OF AVE.
 DR3937'
 DR3937'THE TBM IS A DEEP ROD, 44.8 M (147.0 FT) EAST OF THE MOST NE END OF
 DR3937'TRAIN TRACKS ON PLANT PROPERTY, 26.5 M (86.9 FT) NORTHEAST OF A RED
 DR3937'FIRE HYDRANT, AND 1.3 M (4.3 FT) WEST OF THE WEST CORNER OF ALUMINUM
 DR3937'SIDED STORAGE SHED BEING A STAINLESS STEEL ROD DRIVEN 7.3 M (24.0 FT)
 DR3937'TO REFUSAL AND PROTECTED BY 5" PVC SLEEVE WITH CONCRETE KICK BLOCK AND
 DR3937'WITNESS POST.
 DR3937'
 DR3937'NOTE-THE BENCH MARK CAN BE UNDER 6-8 INCHES (15 CM) OF MUD, AS A
 DR3937'RESULT, HAS TO BE DUG OUT.  THE LID IS NOT SECURED TO PVC, IT JUST
 DR3937'SITS IN PLACE AS A MARKER.
 DR3937
 DR3937                          STATION RECOVERY (2022)
 DR3937
 DR3937'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 DR3937'NOTE: THE LID IS NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3985 ***********************************************************************
 DS3985  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3985  DESIGNATION -  908 7175 B
 DS3985  PID         -  DS3985
 DS3985  STATE/COUNTY-  WI/DOOR
 DS3985  COUNTRY     -  US
 DS3985  USGS QUAD   -  NAMUR (2018)
 DS3985
 DS3985                         *CURRENT SURVEY CONTROL
 DS3985  ______________________________________________________________________
 DS3985* NAD 83(2011) POSITION- 44 44 49.96265(N) 087 41 52.81851(W)   ADJUSTED
 DS3985* NAD 83(2011) ELLIP HT-   141.680 (meters)        (12/02/25)   ADJUSTED
 DS3985* NAD 83(2011) EPOCH   -  2010.00
 DS3985* NAVD 88 ORTHO HEIGHT -   178.16  (meters)      584.5   (feet) GPS OBS
 DS3985  ______________________________________________________________________
 DS3985  GEOID HEIGHT    -        -36.475 (meters)                     GEOID18
 DS3985  NAD 83(2011) X  -    182,256.336 (meters)                     COMP
 DS3985  NAD 83(2011) Y  - -4,533,850.000 (meters)                     COMP
 DS3985  NAD 83(2011) Z  -  4,467,540.228 (meters)                     COMP
 DS3985  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 DS3985
 DS3985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3985  Standards:
 DS3985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3985  -------------------------------------------------------------------
 DS3985  NETWORK    0.46   0.86           0.21   0.16   0.44     -0.04481349
 DS3985  -------------------------------------------------------------------
 DS3985  Click here for local accuracies and other accuracy information.
 DS3985
 DS3985.The horizontal coordinates were established by GPS observations
 DS3985.and adjusted by the National Geodetic Survey in December 2025.
 DS3985
 DS3985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3985.been affixed to the stable North American tectonic plate. See 
 DS3985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3985
 DS3985.The horizontal coordinates are valid at the epoch date displayed above
 DS3985.which is a decimal equivalence of Year/Month/Day.
 DS3985
 DS3985.The orthometric height was determined by GPS observations and a
 DS3985.high-resolution geoid model using precise GPS observation and
 DS3985.processing techniques.
 DS3985
 DS3985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3985.GEOID18 height accuracy estimate available here.
 DS3985
 DS3985.Click photographs - Photos may exist for this station.
 DS3985
 DS3985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3985
 DS3985.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3985
 DS3985.The ellipsoidal height was determined by GPS observations
 DS3985.and is referenced to NAD 83.
 DS3985
 DS3985. The following values were computed from the NAD 83(2011) position.
 DS3985
 DS3985;                    North         East     Units Scale Factor Converg.
 DS3985;SPC WI C     -   104,132.225   782,266.572   MT  0.99994323   +1 37 27.2
 DS3985;SPC WI C     -   341,640.47  2,566,486.24   sFT  0.99994323   +1 37 27.2
 DS3985;UTM  16      - 4,955,106.410   444,745.140   MT  0.99963754   -0 29 29.0
 DS3985
 DS3985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3985!SPC WI C     -   0.99997779  x   0.99994323  =   0.99992102
 DS3985!UTM  16      -   0.99997779  x   0.99963754  =   0.99961533
 DS3985
 DS3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4474555106(NAD 83)
 DS3985
 DS3985                          SUPERSEDED SURVEY CONTROL
 DS3985
 DS3985.No superseded survey control is available for this station.
 DS3985
 DS3985_MARKER: DJ = TIDAL STATION DISK
 DS3985_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3985_SP_SET: SET IN A CONCRETE DOCK
 DS3985_STAMPING: 7175 B 2018
 DS3985_MARK LOGO: NOS
 DS3985_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3985+STABILITY: SURFACE MOTION
 DS3985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3985+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2022
 DS3985
 DS3985  HISTORY     - Date     Condition        Report By
 DS3985  HISTORY     - 2018     MONUMENTED       NOS
 DS3985  HISTORY     - 20220808 GOOD             NGS
 DS3985
 DS3985                          STATION DESCRIPTION
 DS3985
 DS3985'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3985'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) WEST-NORTHWEST OF
 DS3985'FORESTVILLE, 9.2 MI (14.8 KM) SOUTHWEST OF LITTLE STURGEON, 7.8 MI
 DS3985'(12.6 KM) NORTH-NORTHEAST OF DYCKESVILLE, 3.9 MI (6.3 KM)
 DS3985'WEST-NORTHWEST OF BRUSSELS AND 1.6 MI (2.6 KM) WEST-NORTHWEST OF
 DS3985'NAMUR.
 DS3985'
 DS3985'TO REACH FROM THE BOAT RAMP AT CHAUDOIR'S DOCK COUNTY PARK, PROCEED
 DS3985'NORTH FOR 24.15 M (79.2 FT) TO THE NORTHEAST EDGE OF THE CONCRETE
 DS3985'DOCK.
 DS3985'
 DS3985'THE BENCH MARK IS A DISK SET FLUSH IN THE CONCRETE DOCK, 49.38 M
 DS3985'(162.0 FT) NORTHWEST OF THE NORTHWEST FACE OF THE BATHROOM BUILDING,
 DS3985'20.12 M (66.0 FT) EAST OF THE WEST EDGE OF THE CONCRETE DOCK AND 19.05
 DS3985'M (62.5 FT) NORTH OF THE NORTH EDGE OF THE CONCRETE BOAT RAMP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0560 ***********************************************************************
 RM0560  DESIGNATION -  909 9050 BODINS
 RM0560  PID         -  RM0560
 RM0560  STATE/COUNTY-  WI/ASHLAND
 RM0560  COUNTRY     -  US
 RM0560  USGS QUAD   -  ASHLAND WEST (2018)
 RM0560
 RM0560                         *CURRENT SURVEY CONTROL
 RM0560  ______________________________________________________________________
 RM0560* NAD 83(1986) POSITION- 46 34 57.66   (N) 090 54 54.13   (W)   HD_HELD1
 RM0560* NAVD 88 ORTHO HEIGHT -   184.642 (meters)      605.78  (feet) ADJUSTED
 RM0560  ______________________________________________________________________
 RM0560  GEOID HEIGHT    -        -31.612 (meters)                     GEOID18
 RM0560  DYNAMIC HEIGHT  -        184.647 (meters)      605.80  (feet) COMP
 RM0560  MODELED GRAVITY -    980,635.5   (mgal)                       NAVD 88
 RM0560
 RM0560  VERT ORDER      -  SECOND    CLASS I
 RM0560
 RM0560.The horizontal coordinates were determined by differentially corrected
 RM0560.hand held GPS observations or other comparable positioning techniques
 RM0560.and have an estimated accuracy of +/- 3 meters.
 RM0560
 RM0560.The orthometric height was determined by differential leveling and
 RM0560.adjusted by the NATIONAL GEODETIC SURVEY
 RM0560.in February 2017.
 RM0560
 RM0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0560.GEOID18 height accuracy estimate available here.
 RM0560
 RM0560.Click photographs - Photos may exist for this station.
 RM0560
 RM0560.The dynamic height is computed by dividing the NAVD 88
 RM0560.geopotential number by the normal gravity value computed on the
 RM0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0560.degrees latitude (g = 980.6199 gals.).
 RM0560
 RM0560.The modeled gravity was interpolated from observed gravity values.
 RM0560
 RM0560;                    North         East    Units  Estimated Accuracy
 RM0560;SPC WI N     -   157,790.0     529,869.6     MT  (+/- 3 meters HH1 GPS) 
 RM0560
 RM0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5973860902(NAD 83)
 RM0560
 RM0560                          SUPERSEDED SURVEY CONTROL
 RM0560
 RM0560  NAVD 88 (07/25/13)  184.657  (m)          605.83   (f) SUPERSEDED  2 1
 RM0560  NAVD 88 (06/15/91)  184.753  (m)          606.14   (f) SUPERSEDED  1 2
 RM0560
 RM0560.Superseded values are not recommended for survey control.
 RM0560
 RM0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0560.See file dsdata.pdf to determine how the superseded data were derived.
 RM0560
 RM0560_MARKER: DB = BENCH MARK DISK
 RM0560_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RM0560_SP_SET: CONCRETE SLAB
 RM0560_STAMPING: BODINS 1982
 RM0560_MARK LOGO: NOS
 RM0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0560+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 RM0560
 RM0560  HISTORY     - Date     Condition        Report By
 RM0560  HISTORY     - 1982     MONUMENTED       NOS
 RM0560  HISTORY     - 1982     GOOD             NGS
 RM0560  HISTORY     - 20040504 GOOD             USPSQD
 RM0560  HISTORY     - 20120612 GOOD             WIDT
 RM0560
 RM0560                          STATION DESCRIPTION
 RM0560
 RM0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0560'IN ASHLAND.
 RM0560'2.6 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0560'ASHLAND, SET AT BODINS MARINA, IN A CONCRETE SLAB, 19.8 METERS
 RM0560'(65.0 FT) NORTH OF THE CENTERLINE OF THE 2 WESTBOUND LANES OF THE
 RM0560'HIGHWAY, 27.4 METERS (90.0 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER
 RM0560'OF THE BODINS MARINA BUILDING, 4.9 METERS (16.5 FT) NORTH-NORTHWEST OF
 RM0560'A FLAG POLE.
 RM0560'THE MARK IS 0.3 M ABOVE HIGHWAY.
 RM0560
 RM0560                          STATION RECOVERY (2004)
 RM0560
 RM0560'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0560'MARK RECOVERED AS DESCRIBED WITH THE FOLLOWINF ADDITIONS. BODIN'S
 RM0560'MARINA IS GONE, BUT THE RETAIL FISH STORE IS STILL THERE AND HAD A
 RM0560'LARGE ORNAMENTAL FISH MONUMENT BY IT AND THE MARK IS 20 FEET NE OF
 RM0560'THIS MONUMENT MOUNTED IN THE CONCRETE BASE. USPS JRD
 RM0560
 RM0560                          STATION RECOVERY (2012)
 RM0560
 RM0560'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0560'THE STATION IS 16.1 M (52.8 FT) NORTHEAST OF A LIGHT POLE, 15.0 M
 RM0560'(49.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CAST IRON STORM WATER
 RM0560'CATCH BASIN, 1.1 M (3.6 FT) SOUTH OF THE EDGE OF PAVEMENT OF A WALKING
 RM0560'TRAIL WHICH PARALLELS THE SHORE OF LAKE SUPERIOR, AND 1.0 M (3.3 FT)
 RM0560'WEST OF A WHITE PLASTIC WITNESS POST.  NOTE-THE RETAIL FISH STORE NO
 RM0560'LONGER OCCUPIES THE SITE.
 RM0560'
 RM0560'NOTE2-THE NORTHEAST CORNER OF THE CONCRETE SLAB WITH THE STATION DISK
 RM0560'HAS CRACKED FROM THE MAIN SLAB AND THE STABILITY OF THIS STATION HAS
 RM0560'BEEN DOWNGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0566 ***********************************************************************
 RM0566  DESIGNATION -  909 9050 E
 RM0566  PID         -  RM0566
 RM0566  STATE/COUNTY-  WI/ASHLAND
 RM0566  COUNTRY     -  US
 RM0566  USGS QUAD   -  ASHLAND WEST (2018)
 RM0566
 RM0566                         *CURRENT SURVEY CONTROL
 RM0566  ______________________________________________________________________
 RM0566* NAD 83(1986) POSITION- 46 35 21.     (N) 090 53 37.     (W)   SCALED
 RM0566* NAVD 88 ORTHO HEIGHT -   184.431 (meters)      605.09  (feet) ADJUSTED
 RM0566  ______________________________________________________________________
 RM0566  GEOID HEIGHT    -        -31.672 (meters)                     GEOID18
 RM0566  DYNAMIC HEIGHT  -        184.435 (meters)      605.10  (feet) COMP
 RM0566  MODELED GRAVITY -    980,634.7   (mgal)                       NAVD 88
 RM0566
 RM0566  VERT ORDER      -  FIRST     CLASS II
 RM0566
 RM0566.The horizontal coordinates were scaled from a map and have
 RM0566.an estimated accuracy of +/- 6 seconds.
 RM0566
 RM0566.The orthometric height was determined by differential leveling and
 RM0566.adjusted by the NATIONAL GEODETIC SURVEY
 RM0566.in June 1991.
 RM0566
 RM0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0566.GEOID18 height accuracy estimate available here.
 RM0566
 RM0566.Click photographs - Photos may exist for this station.
 RM0566
 RM0566.The dynamic height is computed by dividing the NAVD 88
 RM0566.geopotential number by the normal gravity value computed on the
 RM0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0566.degrees latitude (g = 980.6199 gals.).
 RM0566
 RM0566.The modeled gravity was interpolated from observed gravity values.
 RM0566
 RM0566;                    North         East    Units  Estimated Accuracy
 RM0566;SPC WI N     -   158,490.      531,520.      MT  (+/- 180 meters Scaled)
 RM0566
 RM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM613616(NAD 83)
 RM0566
 RM0566                          SUPERSEDED SURVEY CONTROL
 RM0566
 RM0566.No superseded survey control is available for this station.
 RM0566
 RM0566_MARKER: DJ = TIDAL STATION DISK
 RM0566_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RM0566_SP_SET: RETAINING SEA WALL
 RM0566_STAMPING: 9050 E 1982
 RM0566_MARK LOGO: NOS
 RM0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0566+STABILITY: SURFACE MOTION
 RM0566
 RM0566  HISTORY     - Date     Condition        Report By
 RM0566  HISTORY     - 1982     MONUMENTED       NOS
 RM0566  HISTORY     - 1982     GOOD             NGS
 RM0566  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 RM0566  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 RM0566  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 RM0566  HISTORY     - 20080513 MARK NOT FOUND   GEOCAC
 RM0566  HISTORY     - 20091020 MARK NOT FOUND   WIDT
 RM0566
 RM0566                          STATION DESCRIPTION
 RM0566
 RM0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0566'IN ASHLAND.
 RM0566'IN ASHLAND AT THE REISS COAL COMPANY DOCKS, SET
 RM0566'IN TOP AND 0.91 METER (3.0 FT) EAST OF THE WEST CORNER OF A EAST-WEST
 RM0566'CONCRETE BOAT FENDER (CONCRETE SEAWALL) ABOUT 9.1 METERS (30.0 FT)
 RM0566'SOUTH OF A ELECTRIC TIDE GAGE STATION, NUMBER 909-9050.
 RM0566
 RM0566                          STATION RECOVERY (1997)
 RM0566
 RM0566'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0566'MARK NOT FOUND.
 RM0566
 RM0566                          STATION RECOVERY (2002)
 RM0566
 RM0566'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0566'MARK NOT FOUND.
 RM0566
 RM0566                          STATION RECOVERY (2003)
 RM0566
 RM0566'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0566'MARK NOT FOUND.
 RM0566
 RM0566                          STATION RECOVERY (2008)
 RM0566
 RM0566'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 RM0566'MARK NOT FOUND.
 RM0566
 RM0566                          STATION RECOVERY (2009)
 RM0566
 RM0566'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (CAK)
 RM0566'MARK NOT FOUND.  NOTE SPOKE WITH DOCK WORKER AT REISS COAL COMPANY
 RM0566'DOCK WHO HAS BEEN AT THE COAL DOCK FOR 13 YEARS.  WORKER DID NOT
 RM0566'RECALL SEEING ANY GAGE STATION AT THE DOCK.
 RM0566'
 RM0566'WORKER STATED THAT THE ONLY EAST-WEST SEAWALL THAT HE HAS SEEN IS THE
 RM0566'ONE ON THE NORTH END OF THE COAL DOCK.  A SEARCH OF THE NORTH END OF
 RM0566'THE DOCK REVEALED THE REMAINS OF A STEM OF A SURVEY DISK STILL SET IN
 RM0566'THE CONCRETE DOCK AND A NEW ARMY CORP OF ENGINEERS DISK SET 10 CM EAST
 RM0566'OF THE STEM.  THE NEW DISK IS STAMPED  ASH 1-.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0563 ***********************************************************************
 RM0563  DESIGNATION -  909 9050 MAIL
 RM0563  PID         -  RM0563
 RM0563  STATE/COUNTY-  WI/ASHLAND
 RM0563  COUNTRY     -  US
 RM0563  USGS QUAD   -  ASHLAND WEST (2018)
 RM0563
 RM0563                         *CURRENT SURVEY CONTROL
 RM0563  ______________________________________________________________________
 RM0563* NAD 83(1986) POSITION- 46 35 19.5    (N) 090 53 25.3    (W)   HD_HELD2
 RM0563* NAVD 88 ORTHO HEIGHT -   198.949 (meters)      652.72  (feet) ADJUSTED
 RM0563  ______________________________________________________________________
 RM0563  GEOID HEIGHT    -        -31.675 (meters)                     GEOID18
 RM0563  DYNAMIC HEIGHT  -        198.954 (meters)      652.73  (feet) COMP
 RM0563  MODELED GRAVITY -    980,634.6   (mgal)                       NAVD 88
 RM0563
 RM0563  VERT ORDER      -  FIRST     CLASS II
 RM0563
 RM0563.The horizontal coordinates were established by autonomous hand held GPS
 RM0563.observations and have an estimated accuracy of +/- 10 meters.
 RM0563
 RM0563.The orthometric height was determined by differential leveling and
 RM0563.adjusted by the NATIONAL GEODETIC SURVEY
 RM0563.in June 1991.
 RM0563
 RM0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0563.GEOID18 height accuracy estimate available here.
 RM0563
 RM0563.Click photographs - Photos may exist for this station.
 RM0563
 RM0563.The dynamic height is computed by dividing the NAVD 88
 RM0563.geopotential number by the normal gravity value computed on the
 RM0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0563.degrees latitude (g = 980.6199 gals.).
 RM0563
 RM0563.The modeled gravity was interpolated from observed gravity values.
 RM0563
 RM0563;                    North         East    Units  Estimated Accuracy
 RM0563;SPC WI N     -   158,443.      531,768.      MT  (+/- 10 meters HH2 GPS)
 RM0563
 RM0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6161161626(NAD 83)
 RM0563
 RM0563                          SUPERSEDED SURVEY CONTROL
 RM0563
 RM0563  NAVD 88 (07/25/13)  198.963  (m)          652.76   (f) SUPERSEDED  2 1
 RM0563
 RM0563.Superseded values are not recommended for survey control.
 RM0563
 RM0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0563.See file dsdata.pdf to determine how the superseded data were derived.
 RM0563
 RM0563_MARKER: DD = SURVEY DISK
 RM0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0563_SP_SET: POST OFFICE BUILDING WALL
 RM0563_STAMPING: MAIL CBF 1963 USLS
 RM0563_MARK LOGO: USACE
 RM0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0563+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 RM0563
 RM0563  HISTORY     - Date     Condition        Report By
 RM0563  HISTORY     - 1963     MONUMENTED       USLS
 RM0563  HISTORY     - 1982     GOOD             NGS
 RM0563  HISTORY     - 19970626 GOOD             USPSQD
 RM0563  HISTORY     - 20020617 GOOD             USPSQD
 RM0563  HISTORY     - 20031221 GOOD             USPSQD
 RM0563  HISTORY     - 20110814 GOOD             GEOCAC
 RM0563  HISTORY     - 20120612 GOOD             WIDT
 RM0563
 RM0563                          STATION DESCRIPTION
 RM0563
 RM0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0563'IN ASHLAND.
 RM0563'IN ASHLAND, AT THE U.S. POST OFFICE BUILDING NEAR
 RM0563'THE JUNCTION OF SECOND STREET AND SIXTH AVENUE, SET VERTICALLY IN THE
 RM0563'NORTHEAST FACE OF THE POST OFFICE BUILDING, 0.61 METERS (2.0 FT) SOUTH
 RM0563'OF THE NORTH CORNER OF THE BUILDING.
 RM0563'THE MARK IS 0.9 M ABOVE GROUND.
 RM0563
 RM0563                          STATION RECOVERY (1997)
 RM0563
 RM0563'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0563'RECOVERED IN GOOD CONDITION.
 RM0563
 RM0563                          STATION RECOVERY (2002)
 RM0563
 RM0563'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0563'RECOVERED IN GOOD CONDITION.
 RM0563
 RM0563                          STATION RECOVERY (2003)
 RM0563
 RM0563'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0563'STATION RECOVERED IN GOOD CONDITION.  NOTE-- SECOND STREET IS NOW
 RM0563'LABELED MAIN STREET.  THE POST OFFICE BUILDING IS A BRICK BUILDING ON
 RM0563'THE NORTH SIDE OF MAIN STREET EAST OF CHAPPEL STREET.
 RM0563
 RM0563                          STATION RECOVERY (2011)
 RM0563
 RM0563'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 RM0563'RECOVERED IN GOOD CONDITION.
 RM0563
 RM0563                          STATION RECOVERY (2012)
 RM0563
 RM0563'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0564 ***********************************************************************
 RM0564  DESIGNATION -  909 9050 REISS
 RM0564  PID         -  RM0564
 RM0564  STATE/COUNTY-  WI/ASHLAND
 RM0564  COUNTRY     -  US
 RM0564  USGS QUAD   -  ASHLAND WEST (2018)
 RM0564
 RM0564                         *CURRENT SURVEY CONTROL
 RM0564  ______________________________________________________________________
 RM0564* NAD 83(1986) POSITION- 46 35 22.9    (N) 090 53 25.8    (W)   HD_HELD2
 RM0564* NAVD 88 ORTHO HEIGHT -   193.546 (meters)      634.99  (feet) ADJUSTED
 RM0564  ______________________________________________________________________
 RM0564  GEOID HEIGHT    -        -31.678 (meters)                     GEOID18
 RM0564  DYNAMIC HEIGHT  -        193.550 (meters)      635.01  (feet) COMP
 RM0564  MODELED GRAVITY -    980,634.6   (mgal)                       NAVD 88
 RM0564
 RM0564  VERT ORDER      -  SECOND    CLASS I
 RM0564
 RM0564.The horizontal coordinates were established by autonomous hand held GPS
 RM0564.observations and have an estimated accuracy of +/- 10 meters.
 RM0564
 RM0564.The orthometric height was determined by differential leveling and
 RM0564.adjusted by the NATIONAL GEODETIC SURVEY
 RM0564.in February 2017.
 RM0564
 RM0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0564.GEOID18 height accuracy estimate available here.
 RM0564
 RM0564.Click photographs - Photos may exist for this station.
 RM0564
 RM0564.The dynamic height is computed by dividing the NAVD 88
 RM0564.geopotential number by the normal gravity value computed on the
 RM0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0564.degrees latitude (g = 980.6199 gals.).
 RM0564
 RM0564.The modeled gravity was interpolated from observed gravity values.
 RM0564
 RM0564;                    North         East    Units  Estimated Accuracy
 RM0564;SPC WI N     -   158,548.      531,759.      MT  (+/- 10 meters HH2 GPS)
 RM0564
 RM0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6159761731(NAD 83)
 RM0564
 RM0564                          SUPERSEDED SURVEY CONTROL
 RM0564
 RM0564  NAVD 88 (07/25/13)  193.559  (m)          635.03   (f) SUPERSEDED  2 1
 RM0564  NAVD 88 (06/15/91)  193.547  (m)          635.00   (f) SUPERSEDED  1 2
 RM0564
 RM0564.Superseded values are not recommended for survey control.
 RM0564
 RM0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0564.See file dsdata.pdf to determine how the superseded data were derived.
 RM0564
 RM0564_MARKER: DD = SURVEY DISK
 RM0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0564_SP_SET: SMALL BUILDING FOUNDATION
 RM0564_STAMPING: REISS LDK 1941
 RM0564_MARK LOGO: USLS
 RM0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0564+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 RM0564
 RM0564  HISTORY     - Date     Condition        Report By
 RM0564  HISTORY     - 1941     MONUMENTED       USLS
 RM0564  HISTORY     - 1982     GOOD             NGS
 RM0564  HISTORY     - 19970626 GOOD             USPSQD
 RM0564  HISTORY     - 20020617 GOOD             USPSQD
 RM0564  HISTORY     - 20031221 GOOD             USPSQD
 RM0564  HISTORY     - 20110814 GOOD             GEOCAC
 RM0564  HISTORY     - 20120612 GOOD             WIDT
 RM0564
 RM0564                          STATION DESCRIPTION
 RM0564
 RM0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0564'IN ASHLAND.
 RM0564'IN ASHLAND, THE WEST CORNER OF FRONT STREET
 RM0564'(U.S. HIGHWAY 2) AND SIXTH AVENUE, ON THE WEST FACE OF THE C. REISS
 RM0564'COAL COMPANY OFFICE BUILDING, SET VERTICALLY IN THE EAST FACE OF
 RM0564'FOUNDATION AT THE SOUTHEAST CORNER OF BUILDING, 0.3 METER (1.0 FT)
 RM0564'NORTH OF THE SOUTHEAST CORNER OF BUILDING.
 RM0564'THE MARK IS 0.15 M ABOVE GROUND.
 RM0564
 RM0564                          STATION RECOVERY (1997)
 RM0564
 RM0564'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0564'RECOVERED IN GOOD CONDITION.
 RM0564
 RM0564                          STATION RECOVERY (2002)
 RM0564
 RM0564'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0564'RECOVERED IN GOOD CONDITION.
 RM0564
 RM0564                          STATION RECOVERY (2003)
 RM0564
 RM0564'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0564'STATION RECOVERED IN GOOD CONDITION.  NOTE-- C. REISS COAL COMPANY
 RM0564'OFFICE BUILDING IS NOW OCCUPIED BY --SUPERIOR HOUSE GIFTS-- LOCATED AT
 RM0564'THE NORTHWEST CORNER OF THE JUNCTION OF HIGHWAY 2 (LAKE SHORE DR) AND
 RM0564'SIXTH AV W.  THE MONUMENT HAS BEEN PAINTED BROWN TO MATCH THE
 RM0564'FONDATION AND IS LOCATED UNDER HORIZONTAL GAS PIPES BELOW THE A METER.
 RM0564'
 RM0564
 RM0564                          STATION RECOVERY (2011)
 RM0564
 RM0564'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 RM0564'BUILDING NOW HOUSES A CHIROPRACTIC OFFICE.
 RM0564
 RM0564                          STATION RECOVERY (2012)
 RM0564
 RM0564'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0564'NOTE-THE BUILDING IS NOW OCCUPIED BY HYOPPONEN FAMILY CHIROPRACTIC
 RM0564'CLINIC.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0565 ***********************************************************************
 RM0565  DESIGNATION -  909 9050 SUMP
 RM0565  PID         -  RM0565
 RM0565  STATE/COUNTY-  WI/ASHLAND
 RM0565  COUNTRY     -  US
 RM0565  USGS QUAD   -  ASHLAND WEST (2018)
 RM0565
 RM0565                         *CURRENT SURVEY CONTROL
 RM0565  ______________________________________________________________________
 RM0565* NAD 83(1986) POSITION- 46 35 24.3    (N) 090 53 25.5    (W)   HD_HELD2
 RM0565* NAVD 88 ORTHO HEIGHT -   189.339 (meters)      621.19  (feet) ADJUSTED
 RM0565  ______________________________________________________________________
 RM0565  GEOID HEIGHT    -        -31.680 (meters)                     GEOID18
 RM0565  DYNAMIC HEIGHT  -        189.343 (meters)      621.20  (feet) COMP
 RM0565  MODELED GRAVITY -    980,634.7   (mgal)                       NAVD 88
 RM0565
 RM0565  VERT ORDER      -  SECOND    CLASS I
 RM0565
 RM0565.The horizontal coordinates were established by autonomous hand held GPS
 RM0565.observations and have an estimated accuracy of +/- 10 meters.
 RM0565
 RM0565.The orthometric height was determined by differential leveling and
 RM0565.adjusted by the NATIONAL GEODETIC SURVEY
 RM0565.in February 2017.
 RM0565
 RM0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0565.GEOID18 height accuracy estimate available here.
 RM0565
 RM0565.Click photographs - Photos may exist for this station.
 RM0565
 RM0565.The dynamic height is computed by dividing the NAVD 88
 RM0565.geopotential number by the normal gravity value computed on the
 RM0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0565.degrees latitude (g = 980.6199 gals.).
 RM0565
 RM0565.The modeled gravity was interpolated from observed gravity values.
 RM0565
 RM0565;                    North         East    Units  Estimated Accuracy
 RM0565;SPC WI N     -   158,591.      531,766.      MT  (+/- 10 meters HH2 GPS)
 RM0565
 RM0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6160261774(NAD 83)
 RM0565
 RM0565                          SUPERSEDED SURVEY CONTROL
 RM0565
 RM0565  NAVD 88 (07/25/13)  189.352  (m)          621.23   (f) SUPERSEDED  2 1
 RM0565  NAVD 88 (06/15/91)  189.343  (m)          621.20   (f) SUPERSEDED  1 2
 RM0565
 RM0565.Superseded values are not recommended for survey control.
 RM0565
 RM0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0565.See file dsdata.pdf to determine how the superseded data were derived.
 RM0565
 RM0565_MARKER: DD = SURVEY DISK
 RM0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0565_SP_SET: SMALL BUILDING FOUNDATION
 RM0565_STAMPING: SUMP CBF 1954
 RM0565_MARK LOGO: USLS
 RM0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0565+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 RM0565
 RM0565  HISTORY     - Date     Condition        Report By
 RM0565  HISTORY     - 1954     MONUMENTED       USLS
 RM0565  HISTORY     - 1982     GOOD             NGS
 RM0565  HISTORY     - 19970626 GOOD             USPSQD
 RM0565  HISTORY     - 20020617 GOOD             USPSQD
 RM0565  HISTORY     - 20031221 GOOD             USPSQD
 RM0565  HISTORY     - 20110814 GOOD             GEOCAC
 RM0565  HISTORY     - 20120612 GOOD             WIDT
 RM0565
 RM0565                          STATION DESCRIPTION
 RM0565
 RM0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0565'IN ASHLAND.
 RM0565'IN ASHLAND, ON SIXTH AVENUE, IN THE WEST FACE OF
 RM0565'THE BRICK BUILDING OF THE CITY OF ASHLAND SEWAGE PUMPING STATION,
 RM0565'ABOUT MIDWAY BETWEEN TWO WINDOWS LOCATED NEAR THE JUNCTION OF FRONT
 RM0565'STREET AND SIXTH AVENUE WEST, 43.0 METERS (141.0 FT) NORTH OF THE
 RM0565'CENTERLINE OF FRONT STREET, 16.5 METERS (54.0 FT) NORTHEAST OF THE
 RM0565'CENTERLINE OF SIXTH AVENUE, 3.0 METERS (10.0 FT) NORTH OF THE
 RM0565'SOUTHWEST CORNER OF BUILDING, 3.0 METERS (10.0 FT) SOUTH OF THE
 RM0565'NORTHWEST CORNER OF BUILDING.
 RM0565'THE MARK IS 0.3 M ABOVE GROUND.
 RM0565
 RM0565                          STATION RECOVERY (1997)
 RM0565
 RM0565'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0565'RECOVERED IN GOOD CONDITION.
 RM0565
 RM0565                          STATION RECOVERY (2002)
 RM0565
 RM0565'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0565'RECOVERED IN GOOD CONDITION.
 RM0565
 RM0565                          STATION RECOVERY (2003)
 RM0565
 RM0565'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0565'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE ASHLAND SEWAGE
 RM0565'PUMPING STATION IS 1/2 BLOCK NORTH OF HIGHWAY 2 ON THE EAST SIDE OF
 RM0565'SIXTH AV W.  IT IS A RED BRICK BUILDING WITH GLASS BLOCK WINDOWS.
 RM0565
 RM0565                          STATION RECOVERY (2011)
 RM0565
 RM0565'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 RM0565'RECOVERED IN GOOD CONDITION.
 RM0565
 RM0565                          STATION RECOVERY (2012)
 RM0565
 RM0565'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0565'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4004 ***********************************************************************
 DS4004  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4004  DESIGNATION -  909 9062 COE NORTH
 DS4004  PID         -  DS4004
 DS4004  STATE/COUNTY-  WI/DOUGLAS
 DS4004  COUNTRY     -  US
 DS4004  USGS QUAD   -  SUPERIOR (2018)
 DS4004
 DS4004                         *CURRENT SURVEY CONTROL
 DS4004  ______________________________________________________________________
 DS4004* NAD 83(2011) POSITION- 46 42 23.94527(N) 092 00 51.19183(W)   ADJUSTED
 DS4004* NAD 83(2011) ELLIP HT-   156.849 (meters)        (12/02/25)   ADJUSTED
 DS4004* NAD 83(2011) EPOCH   -  2010.00
 DS4004* NAVD 88 ORTHO HEIGHT -   185.16  (meters)      607.5   (feet) GPS OBS
 DS4004  ______________________________________________________________________
 DS4004  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 DS4004  NAD 83(2011) X  -   -154,002.006 (meters)                     COMP
 DS4004  NAD 83(2011) Y  - -4,378,881.146 (meters)                     COMP
 DS4004  NAD 83(2011) Z  -  4,619,577.370 (meters)                     COMP
 DS4004  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 DS4004
 DS4004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4004  Standards:
 DS4004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4004  -------------------------------------------------------------------
 DS4004  NETWORK    0.55   0.96           0.25   0.19   0.49     -0.05627439
 DS4004  -------------------------------------------------------------------
 DS4004  Click here for local accuracies and other accuracy information.
 DS4004
 DS4004.The horizontal coordinates were established by GPS observations
 DS4004.and adjusted by the National Geodetic Survey in December 2025.
 DS4004
 DS4004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS4004.been affixed to the stable North American tectonic plate. See 
 DS4004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS4004
 DS4004.The horizontal coordinates are valid at the epoch date displayed above
 DS4004.which is a decimal equivalence of Year/Month/Day.
 DS4004
 DS4004.The orthometric height was determined by GPS observations and a
 DS4004.high-resolution geoid model using precise GPS observation and
 DS4004.processing techniques.
 DS4004
 DS4004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4004.GEOID18 height accuracy estimate available here.
 DS4004
 DS4004.Click photographs - Photos may exist for this station.
 DS4004
 DS4004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4004
 DS4004.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4004
 DS4004.The ellipsoidal height was determined by GPS observations
 DS4004.and is referenced to NAD 83.
 DS4004
 DS4004. The following values were computed from the NAD 83(2011) position.
 DS4004
 DS4004;                    North         East     Units Scale Factor Converg.
 DS4004;SPC WI N     -   173,119.523   445,988.164   MT  0.99998958   -1 27 10.8
 DS4004;SPC WI N     -   567,976.30  1,463,212.83   sFT  0.99998958   -1 27 10.8
 DS4004;UTM  15      - 5,173,038.030   575,353.479   MT  0.99966979   +0 43 03.1
 DS4004
 DS4004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4004!SPC WI N     -   0.99997541  x   0.99998958  =   0.99996499
 DS4004!UTM  15      -   0.99997541  x   0.99966979  =   0.99964521
 DS4004
 DS4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7535373038(NAD 83)
 DS4004
 DS4004                          SUPERSEDED SURVEY CONTROL
 DS4004
 DS4004.No superseded survey control is available for this station.
 DS4004
 DS4004_MARKER: DD = SURVEY DISK
 DS4004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS4004_SP_SET: SET IN JETTY
 DS4004_MARK LOGO: USACE
 DS4004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4004+STABILITY: SURFACE MOTION
 DS4004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4004+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 DS4004
 DS4004  HISTORY     - Date     Condition        Report By
 DS4004  HISTORY     - UNK      MONUMENTED       USACE
 DS4004  HISTORY     - 20220801 GOOD             NGS
 DS4004
 DS4004                          STATION DESCRIPTION
 DS4004
 DS4004'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS4004'LOCATED IN DOUGLAS COUNTY, WI.
 DS4004'
 DS4004'THE MARK IS LOCATED ABOUT 11.6 MI (18.7 KM) NORTHEAST OF BOREA, 7.4 MI
 DS4004'(11.9 KM) NORTH-NORTHEAST OF SUNNYSIDE, 7.0 MI (11.3 KM)
 DS4004'NORTH-NORTHWEST OF SOUTH RANGE, 4.4 MI (7.1 KM) EAST-SOUTHEAST OF
 DS4004'SUPERIOR AND 4.1 MI (6.6 KM) NORTH OF PARKLAND.
 DS4004'
 DS4004'THE STATION IS A DISK SET IN THE CONCRETE WALKWAY OF THE JETTY, 10.6 M
 DS4004'(34.8 FT) NORTHEAST OF THE SIXTH LIGHT POLE ON THE SOUTH MOST END OF
 DS4004'THE JETTY, 3.4 M (11.2 FT) WEST OF THE HAND RAIL ON THE EAST EDGE OF
 DS4004'THE CONCRETE WALKWAY AND 5.2 M (17.1 FT) EAST OF THE SHEET PILE
 DS4004'BULKHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0365 ***********************************************************************
 NH0365  DESIGNATION -  918
 NH0365  PID         -  NH0365
 NH0365  STATE/COUNTY-  WI/ROCK
 NH0365  COUNTRY     -  US
 NH0365  USGS QUAD   -  EVANSVILLE (2018)
 NH0365
 NH0365                         *CURRENT SURVEY CONTROL
 NH0365  ______________________________________________________________________
 NH0365* NAD 83(1986) POSITION- 42 46 45.7    (N) 089 17 57.8    (W)   HD_HELD2
 NH0365* NAVD 88 ORTHO HEIGHT -   280.000 (meters)      918.63  (feet) ADJUSTED
 NH0365  ______________________________________________________________________
 NH0365  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 NH0365  DYNAMIC HEIGHT  -        279.918 (meters)      918.36  (feet) COMP
 NH0365  MODELED GRAVITY -    980,321.4   (mgal)                       NAVD 88
 NH0365
 NH0365  VERT ORDER      -  SECOND    CLASS I
 NH0365
 NH0365.The horizontal coordinates were established by autonomous hand held GPS
 NH0365.observations and have an estimated accuracy of +/- 10 meters.
 NH0365
 NH0365.The orthometric height was determined by differential leveling and
 NH0365.adjusted by the WI DEPT OF TRANSP
 NH0365.in May 2012.
 NH0365
 NH0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0365.GEOID18 height accuracy estimate available here.
 NH0365
 NH0365.Click photographs - Photos may exist for this station.
 NH0365
 NH0365.The dynamic height is computed by dividing the NAVD 88
 NH0365.geopotential number by the normal gravity value computed on the
 NH0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0365.degrees latitude (g = 980.6199 gals.).
 NH0365
 NH0365.The modeled gravity was interpolated from observed gravity values.
 NH0365
 NH0365;                    North         East    Units  Estimated Accuracy
 NH0365;SPC WI S     -    86,821.      657,331.      MT  (+/- 10 meters HH2 GPS)
 NH0365
 NH0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1190738877(NAD 83)
 NH0365
 NH0365                          SUPERSEDED SURVEY CONTROL
 NH0365
 NH0365  NAVD 88 (04/20/07)  279.981  (m)          918.57   (f) SUPERSEDED  2 1
 NH0365  NAVD 88 (06/15/91)  279.966  (m)          918.52   (f) SUPERSEDED  2 1
 NH0365  NGVD 29 (??/??/92)  280.027  (m)          918.72   (f) ADJ UNCH    2 0
 NH0365
 NH0365.Superseded values are not recommended for survey control.
 NH0365
 NH0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0365.See file dsdata.pdf to determine how the superseded data were derived.
 NH0365
 NH0365_MARKER: DB = BENCH MARK DISK
 NH0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0365_SP_SET: WATER TABLE
 NH0365_STAMPING: 918 ADJ 1903
 NH0365_MARK LOGO: USGS
 NH0365_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0365+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 NH0365
 NH0365  HISTORY     - Date     Condition        Report By
 NH0365  HISTORY     - 1904     MONUMENTED       USGS
 NH0365  HISTORY     - 1934     GOOD             CGS
 NH0365  HISTORY     - 1943     GOOD             CGS
 NH0365  HISTORY     - 19960504 GOOD             USPSQD
 NH0365  HISTORY     - 20000624 GOOD             WIDT
 NH0365  HISTORY     - 2001     GOOD             WIDT
 NH0365  HISTORY     - 20010331 GOOD             NGS
 NH0365  HISTORY     - 20061022 GOOD             USPSQD
 NH0365
 NH0365                          STATION DESCRIPTION
 NH0365
 NH0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0365'AT EVANSVILLE.
 NH0365'AT EVANSVILLE ALONG SOUTH MADISON STREET TO CHURCH STREET AT
 NH0365'CITY HALL.  SET VERTICALLY, 3 FEET HIGH IN WATER TABLE ON EAST
 NH0365'SIDE OF BUILDING, 3 FEET SOUTH OF THE NORTHEAST CORNER.  THE MARK
 NH0365'IS SOMEWHAT DEFACED, BUT MARKINGS ARE FAIRLY LEGIBLE.  BRONZE
 NH0365'TABLET SET VERTICALLY IN WATER TABLE, STAMPED ADJ. 1903.
 NH0365
 NH0365                          STATION RECOVERY (1943)
 NH0365
 NH0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 NH0365'RECOVERED IN GOOD CONDITION.
 NH0365
 NH0365                          STATION RECOVERY (1996)
 NH0365
 NH0365'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0365'RECOVERED IN GOOD CONDITION.
 NH0365
 NH0365                          STATION RECOVERY (2000)
 NH0365
 NH0365'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (GRS)
 NH0365'THE BENCH MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE --US
 NH0365'GEOLOGICAL SURVEY BENCH MARK-- DISK WAS STAMPED --918 ADJ 1903--.
 NH0365
 NH0365                          STATION RECOVERY (2001)
 NH0365
 NH0365'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0365'THE STATION IS LOCATED ABOUT 33 KM SOUTHEAST OF MADISON, 27 KM EAST
 NH0365'OF NEW GLARUS, IN EVANSVILLE. OWNERSHIP--CITY OF EVANSVILLE. THE
 NH0365'STATION IS AT 31 SOUTH MADISON STREET IN THE CITY OF EVANSVILLE. THE
 NH0365'STATION IS A BRONZE US GEOLOGICAL SURVEY BENCH MARK DISK SET
 NH0365'VERTICALLY IN THE EAST FACE OF THE CITY HALL BUILDING ABOUT 1.0 M
 NH0365'ABOVE THE LEVEL OF THE GROUND. THE STATION IS 3.9 M NORTH OF THE EAST
 NH0365'ENTRANCE WAY INTO THE CITY HALL BUILDING, 1.4 M SOUTH OF THE
 NH0365'NORTHEAST CORNER OF THE EASTERN MOST PART OF THE BUILDING.
 NH0365'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 NH0365'BEING SET VERTICALLY.
 NH0365
 NH0365                          STATION RECOVERY (2001)
 NH0365
 NH0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0365'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0365
 NH0365                          STATION RECOVERY (2006)
 NH0365
 NH0365'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 NH0365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9045 ***********************************************************************
 DQ9045  DESIGNATION -  92 1
 DQ9045  PID         -  DQ9045
 DQ9045  STATE/COUNTY-  WI/MANITOWOC
 DQ9045  COUNTRY     -  US
 DQ9045  USGS QUAD   -  MANITOWOC (2018)
 DQ9045
 DQ9045                         *CURRENT SURVEY CONTROL
 DQ9045  ______________________________________________________________________
 DQ9045* NAD 83(1986) POSITION- 44 05 28.99   (N) 087 38 37.48   (W)   HD_HELD1
 DQ9045* NAVD 88 ORTHO HEIGHT -   178.762 (meters)      586.49  (feet) ADJUSTED
 DQ9045  ______________________________________________________________________
 DQ9045  GEOID HEIGHT    -        -36.195 (meters)                     GEOID18
 DQ9045  DYNAMIC HEIGHT  -        178.732 (meters)      586.39  (feet) COMP
 DQ9045  MODELED GRAVITY -    980,451.8   (mgal)                       NAVD 88
 DQ9045
 DQ9045  VERT ORDER      -  SECOND    CLASS I
 DQ9045
 DQ9045.The horizontal coordinates were determined by differentially corrected
 DQ9045.hand held GPS observations or other comparable positioning techniques
 DQ9045.and have an estimated accuracy of +/- 3 meters.
 DQ9045
 DQ9045.The orthometric height was determined by differential leveling and
 DQ9045.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9045.in September 2018.
 DQ9045
 DQ9045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9045.GEOID18 height accuracy estimate available here.
 DQ9045
 DQ9045.Click photographs - Photos may exist for this station.
 DQ9045
 DQ9045.The dynamic height is computed by dividing the NAVD 88
 DQ9045.geopotential number by the normal gravity value computed on the
 DQ9045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9045.degrees latitude (g = 980.6199 gals.).
 DQ9045
 DQ9045.The modeled gravity was interpolated from observed gravity values.
 DQ9045
 DQ9045;                    North         East    Units  Estimated Accuracy
 DQ9045;SPC WI S     -   235,007.0     788,671.8     MT  (+/- 3 meters HH1 GPS) 
 DQ9045
 DQ9045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4846782224(NAD 83)
 DQ9045
 DQ9045                          SUPERSEDED SURVEY CONTROL
 DQ9045
 DQ9045.No superseded survey control is available for this station.
 DQ9045
 DQ9045_MARKER: DD = SURVEY DISK
 DQ9045_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ9045_SP_SET: BREAK WATER
 DQ9045_STAMPING: 92 1
 DQ9045_MARK LOGO: USACE
 DQ9045_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9045+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2018
 DQ9045
 DQ9045  HISTORY     - Date     Condition        Report By
 DQ9045  HISTORY     - 1992     MONUMENTED       USACE
 DQ9045  HISTORY     - 20180618 GOOD             WIDT
 DQ9045
 DQ9045                          STATION DESCRIPTION
 DQ9045
 DQ9045'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9045'THE STATION IS LOCATED IN THE CITY OF MANITOWOC AT THE MANITOWOC
 DQ9045'HARBOR, ABOUT 24 MI (38.6 KM) NORTH OF SHEBOYGAN AND 5.5 MI (8.8 KM)
 DQ9045'SOUTHWEST OF TWO RIVERS.
 DQ9045'
 DQ9045'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 (MARSHALL
 DQ9045'STREET) WITH US HIGHWAY 10 (10TH STREET) IN THE CITY OF MANITOWOC, GO
 DQ9045'SOUTH ON US HIGHWAY 10 (10TH STREET) FOR 0.1 MI (0.2 KM) TO MADISON
 DQ9045'STREET.  TURN LEFT AND GO EAST ON MADISON STREET FOR 0.3 MI (0.5 KM)
 DQ9045'TO A LEFT CURVE IN THE STREET (MADISON STREET BECOMES KNOWN AS
 DQ9045'LAKEVIEW DRIVE), CURVE LEFT AND GO NORTH ON LAKEVIEW DRIVE FOR 0.35 MI
 DQ9045'(0.56 KM) TO A PARKING AREA ADJACENT TO THE LAKE MICHIGAN PASSENGER
 DQ9045'AND VEHICLE FERRY DOCK TERMINAL AT THE MANITOWOC HARBOR.
 DQ9045'
 DQ9045'THE MARK IS 7.1 M (23.3 FT) NORTHEAST OF THE NORTHEAST FACE OF A 4 FT
 DQ9045'(1.2 M) BY 8 FT (2.4 M) CONCRETE BASE FOR A NAVIGATIONAL SIGNAL, 4.1 M
 DQ9045'(13.5 FT) NORTHWEST OF A RAIL LADDER ON THE SOUTHEAST SIDE OF THE
 DQ9045'BREAKWATER WALL, 4.0 M (13.1 FT) SOUTHEAST OF RAIL LADDER OF THE
 DQ9045'NORTHWEST SIDE OF THE BREAKWATER WALL AND 1.6 M (5.2 FT) SOUTHWEST OF
 DQ9045'NORTHEAST END OF THE BREAKWATER WALL.
 DQ9045'
 DQ9045'NOTE-THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS SURVEY DISK
 DQ9045'SET IN A DRILL HOLE.
 DQ9045'
 DQ9045'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9045'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED NAVIGATIONAL
 DQ9045'SIGNAL TO THE SOUTHWEST EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0520 ***********************************************************************
 OM0520  DESIGNATION -  920
 OM0520  PID         -  OM0520
 OM0520  STATE/COUNTY-  WI/JUNEAU
 OM0520  COUNTRY     -  US
 OM0520  USGS QUAD   -  LYNDON STATION (2018)
 OM0520
 OM0520                         *CURRENT SURVEY CONTROL
 OM0520  ______________________________________________________________________
 OM0520* NAD 83(1986) POSITION- 43 44 40.4    (N) 089 57 22.2    (W)   HD_HELD2
 OM0520* NAVD 88 ORTHO HEIGHT -   280.086 (meters)      918.92  (feet) ADJUSTED
 OM0520  ______________________________________________________________________
 OM0520  GEOID HEIGHT    -        -35.256 (meters)                     GEOID18
 OM0520  DYNAMIC HEIGHT  -        280.019 (meters)      918.70  (feet) COMP
 OM0520  MODELED GRAVITY -    980,373.8   (mgal)                       NAVD 88
 OM0520
 OM0520  VERT ORDER      -  SECOND    CLASS I
 OM0520
 OM0520.The horizontal coordinates were established by autonomous hand held GPS
 OM0520.observations and have an estimated accuracy of +/- 10 meters.
 OM0520
 OM0520.The orthometric height was determined by differential leveling and
 OM0520.adjusted by the WI DEPT OF TRANSP
 OM0520.in May 2012.
 OM0520
 OM0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0520.GEOID18 height accuracy estimate available here.
 OM0520
 OM0520.Click photographs - Photos may exist for this station.
 OM0520
 OM0520.The dynamic height is computed by dividing the NAVD 88
 OM0520.geopotential number by the normal gravity value computed on the
 OM0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0520.degrees latitude (g = 980.6199 gals.).
 OM0520
 OM0520.The modeled gravity was interpolated from observed gravity values.
 OM0520
 OM0520;                    North         East    Units  Estimated Accuracy
 OM0520;SPC WI S     -   193,807.      603,531.      MT  (+/- 10 meters HH2 GPS)
 OM0520
 OM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6197247749(NAD 83)
 OM0520
 OM0520                          SUPERSEDED SURVEY CONTROL
 OM0520
 OM0520  NAVD 88 (04/20/07)  280.071  (m)          918.87   (f) SUPERSEDED  2 1
 OM0520  NAVD 88 (06/15/91)  280.031  (m)          918.74   (f) SUPERSEDED  2 0
 OM0520  NGVD 29 (??/??/92)  280.058  (m)          918.82   (f) ADJ UNCH    2 0
 OM0520
 OM0520.Superseded values are not recommended for survey control.
 OM0520
 OM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0520.See file dsdata.pdf to determine how the superseded data were derived.
 OM0520
 OM0520_MARKER: P = PIPE CAP
 OM0520_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0520_STAMPING: WIS 920 1919
 OM0520_MARK LOGO: USGS
 OM0520_PROJECTION: PROJECTING 5 CENTIMETERS
 OM0520_MAGNETIC: P = MARKER IS A STEEL PIPE
 OM0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0520+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 OM0520
 OM0520  HISTORY     - Date     Condition        Report By
 OM0520  HISTORY     - 1919     MONUMENTED       USGS
 OM0520  HISTORY     - 1934     GOOD             CGS
 OM0520  HISTORY     - 20021015 GOOD             WIDT
 OM0520  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 OM0520  HISTORY     - 20100602 GOOD             WIDT
 OM0520
 OM0520                          STATION DESCRIPTION
 OM0520
 OM0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0520'3.6 MI NW FROM LYNDON.
 OM0520'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD
 OM0520'12 1/2 POLES NORTHWEST OF MILEPOST 207, 27 FEET SOUTHEAST OF
 OM0520'THE CENTER LINE OF PUBLIC ROAD CROSSING, THENCE 39 FEET SOUTHWEST
 OM0520'OF THE CENTER LINE OF THE SOUTH MAIN TRACK, 1 FOOT ABOVE RAIL
 OM0520'LEVEL.
 OM0520
 OM0520                          STATION RECOVERY (2002)
 OM0520
 OM0520'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (PJH)
 OM0520'OWNERSHIP--CANADIAN PACIFIC RAILWAY.  TO REACH THE STATION FROM THE
 OM0520'JUNCTION OF US HIGHWAY 12 AND STATE HIGHWAY 16 WITH COUNTY HIGHWAY J
 OM0520'AND TOWNLINE ROAD ABOUT 3 MI (4.83 KM) WEST OF THE VILLAGE OF LYNDON
 OM0520'STATION, GO NORTH ON TOWNLINE ROAD FOR 1.5 MI (2.41 KM) TO COUNTY
 OM0520'HIGHWAY NORTH AND TOWNLINE ROAD, TURN LEFT AND GO NORTHWEST ON COUNTY
 OM0520'HIGHWAY NORTH FOR 0.3 MI (0.48 KM) TO TOWNLINE ROAD ON THE RIGHT, TURN
 OM0520'RIGHT AND GO NORTHEAST ON TOWNLINE ROAD FOR 0.2 MI (0.32 KM) TO THE
 OM0520'RAILROAD TRACKS AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 OM0520'US GEOLOGICAL SURVEY DISK SET ON THE TOP OF A STEEL PIPE ABOUT LEVEL
 OM0520'WITH THE ROAD PAVEMENT.  THE STATION IS 8.3 M (27.2 FT) SOUTHEAST OF
 OM0520'THE CENTERLINE OF TOWNLINE ROAD, 12.1 M (39.7 FT) NORTHEAST OF A POWER
 OM0520'POLE, 11 M (36.1 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 OM0520'TRACKS AND 0.3 M (1.0 FT) SOUTHEAST OF A STEEL WITNESS POST.
 OM0520'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL
 OM0520'QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 OM0520
 OM0520                          STATION RECOVERY (2003)
 OM0520
 OM0520'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAH)
 OM0520'SIGNIFICANT REGRADING BY THE RR IN THIS AREA. MARK MAY HAVE BEEN
 OM0520'REMOVED OR SIMPLY COVERED OVER.
 OM0520
 OM0520                          STATION RECOVERY (2010)
 OM0520
 OM0520'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 OM0520'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 4.2 M
 OM0520'EAST-NORTHEAST OF THE TOP CENTER OF TELEPHONE PEDESTAL --2235-- AND
 OM0520'0.8 M NORTHWEST, 0.8 M SOUTHWEST, AND 0.9 M NORTHEAST OF THREE WHITE
 OM0520'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0766 ***********************************************************************
 NH0766  DESIGNATION -  920 RESET
 NH0766  PID         -  NH0766
 NH0766  STATE/COUNTY-  WI/GREEN
 NH0766  COUNTRY     -  US
 NH0766  USGS QUAD   -  JUDA (2018)
 NH0766
 NH0766                         *CURRENT SURVEY CONTROL
 NH0766  ______________________________________________________________________
 NH0766* NAD 83(1986) POSITION- 42 34 03.     (N) 089 32 34.     (W)   SCALED
 NH0766* NAVD 88 ORTHO HEIGHT -   279.29  (+/-2cm)      916.3   (feet) VERTCON3
 NH0766  ______________________________________________________________________
 NH0766  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 NH0766  VERT ORDER      -  THIRD (See Below)
 NH0766
 NH0766.The horizontal coordinates were scaled from a map and have
 NH0766.an estimated accuracy of +/- 6 seconds.
 NH0766
 NH0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0766
 NH0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0766.GEOID18 height accuracy estimate available here.
 NH0766
 NH0766.The vertical order pertains to the NGVD 29 superseded value.
 NH0766
 NH0766.Click photographs - Photos may exist for this station.
 NH0766
 NH0766;                    North         East    Units  Estimated Accuracy
 NH0766;SPC WI S     -    63,150.      637,540.      MT  (+/- 180 meters Scaled)
 NH0766
 NH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN912159(NAD 83)
 NH0766
 NH0766                          SUPERSEDED SURVEY CONTROL
 NH0766
 NH0766  NGVD 29 (07/09/15)  279.37   (m)          916.6    (f) RESET       3  
 NH0766
 NH0766.Superseded values are not recommended for survey control.
 NH0766
 NH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0766.See file dsdata.pdf to determine how the superseded data were derived.
 NH0766
 NH0766_MARKER: DB = BENCH MARK DISK
 NH0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0766_STAMPING: 920 RESET 1964
 NH0766_MARK LOGO: CGS
 NH0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0766+STABILITY: SURFACE MOTION
 NH0766
 NH0766  HISTORY     - Date     Condition        Report By
 NH0766  HISTORY     - 1964     MONUMENTED       WIHD
 NH0766  HISTORY     - 20010303 MARK NOT FOUND   NGS
 NH0766
 NH0766                          STATION DESCRIPTION
 NH0766
 NH0766'DESCRIBED BY WI HIGHWAY DEPT 1964
 NH0766'2.5 MI SW FROM JUDA.
 NH0766'ABOUT 2.5 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 NH0766'AND PACIFIC RAILROAD FROM THE CROSSING OF COUNTY HIGHWAY KS AT
 NH0766'JUDA, NEAR THE QUARTER CORNER ON THE WEST SIDE OF SECTION 10,
 NH0766'T.1N., R. 8 E., AT A TOWNSHIP ROAD CROSSING, 41 FEET SOUTH OF
 NH0766'THE CENTERLINE OF THE RAILROAD TRACK, 33 FEET NORTH OF THE
 NH0766'CENTERLINE OF COUNTY HIGHWAY K S, 33 FEET EAST OF THE CENTERLINE
 NH0766'OF THE TOWNSHIP ROAD AND SET IN THE TOP OF A 12-INCH CONCRETE
 NH0766'POST PROJECTING 4 INCHES.  A WITNESS POST IS SET NEAR THE MARK.
 NH0766
 NH0766                          STATION RECOVERY (2001)
 NH0766
 NH0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0766'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0385 ***********************************************************************
 OM0385  DESIGNATION -  924
 OM0385  PID         -  OM0385
 OM0385  STATE/COUNTY-  WI/DANE
 OM0385  COUNTRY     -  US
 OM0385  USGS QUAD   -  MADISON WEST (2018)
 OM0385
 OM0385                         *CURRENT SURVEY CONTROL
 OM0385  ______________________________________________________________________
 OM0385* NAD 83(1986) POSITION- 43 04 31.94   (N) 089 24 08.14   (W)   HD_HELD1
 OM0385* NAVD 88 ORTHO HEIGHT -   281.730 (meters)      924.31  (feet) ADJUSTED
 OM0385  ______________________________________________________________________
 OM0385  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 OM0385  DYNAMIC HEIGHT  -        281.658 (meters)      924.07  (feet) COMP
 OM0385  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 OM0385
 OM0385  VERT ORDER      -  SECOND    CLASS I
 OM0385
 OM0385.The horizontal coordinates were determined by differentially corrected
 OM0385.hand held GPS observations or other comparable positioning techniques
 OM0385.and have an estimated accuracy of +/- 3 meters.
 OM0385
 OM0385.The orthometric height was determined by differential leveling and
 OM0385.adjusted by the WI DEPT OF TRANSP
 OM0385.in May 2012.
 OM0385
 OM0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0385.GEOID18 height accuracy estimate available here.
 OM0385
 OM0385.Click photographs - Photos may exist for this station.
 OM0385
 OM0385.The dynamic height is computed by dividing the NAVD 88
 OM0385.geopotential number by the normal gravity value computed on the
 OM0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0385.degrees latitude (g = 980.6199 gals.).
 OM0385
 OM0385.The modeled gravity was interpolated from observed gravity values.
 OM0385
 OM0385;                    North         East    Units  Estimated Accuracy
 OM0385;SPC WI S     -   119,656.5     648,677.5     MT  (+/- 3 meters HH1 GPS) 
 OM0385
 OM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0443172004(NAD 83)
 OM0385
 OM0385                          SUPERSEDED SURVEY CONTROL
 OM0385
 OM0385  NAVD 88 (04/20/07)  281.711  (m)          924.25   (f) SUPERSEDED  2 1
 OM0385  NAVD 88 (06/15/91)  281.690  (m)          924.18   (f) SUPERSEDED  2 1
 OM0385  NGVD 29 (??/??/92)  281.752  (m)          924.38   (f) ADJ UNCH    2 0
 OM0385
 OM0385.Superseded values are not recommended for survey control.
 OM0385
 OM0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0385.See file dsdata.pdf to determine how the superseded data were derived.
 OM0385
 OM0385_MARKER: DB = BENCH MARK DISK
 OM0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0385_SP_SET: STONE BUILDING FOUNDATION
 OM0385_STAMPING: 924 ADJ 1903
 OM0385_MARK LOGO: USGS
 OM0385_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0385+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM0385
 OM0385  HISTORY     - Date     Condition        Report By
 OM0385  HISTORY     - 1904     MONUMENTED       USGS
 OM0385  HISTORY     - 1934     GOOD             CGS
 OM0385  HISTORY     - 1942     GOOD             CGS
 OM0385  HISTORY     - 2001     POOR             WIDT
 OM0385  HISTORY     - 20070416 POOR             WIDT
 OM0385  HISTORY     - 20160322 POOR             NGS
 OM0385
 OM0385                          STATION DESCRIPTION
 OM0385
 OM0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0385'AT MADISON.
 OM0385'AT THE UNIVERSITY OF WISCONSIN ENGINEERING BUILDING.  SET
 OM0385'BETWEEN THE EAST PILLARS AT THE SOUTH ENTRANCE, 96 FEET EAST
 OM0385'OF THE SOUTHWEST CORNER OF THE BUILDING.
 OM0385
 OM0385                          STATION RECOVERY (1942)
 OM0385
 OM0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 OM0385'RECOVERED IN GOOD CONDITION.
 OM0385
 OM0385                          STATION RECOVERY (2001)
 OM0385
 OM0385'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0385'THE STATION IS LOCATED IN MADISON. THE STATION IS SET IN THE TOP OF A
 OM0385'LARGE STONE FOUNDATION SUPPORTING THE EASTERN 2 OF 4 STONE PILLARS ON
 OM0385'THE SOUTH FACE OF THE EDUCATION BUILDING (FORMERLY THE ENGINEERING
 OM0385'BUILDING) AT --1000 BASCOM HALL-- ON THE UNIVERSITY OF WISCONSIN
 OM0385'CAMPUS IN MADISON. THE STATION IS A BRONZE US GEOLOGICAL SURVEY DISK,
 OM0385'SET IN THE TOP OF A LARGE STONE FOUNDATION AND ABOUT LEVEL WITH THE
 OM0385'ROAD PAVEMENT. THE STATION IS 0.9 M WEST OF THE EAST EDGE OF THE
 OM0385'STONE FOUNDATION, 0.8 M NORTH OF THE SOUTH EDGE OF THE STONE
 OM0385'FOUNDATION, EQUIDISTANCE BETWEEN THE PILLARS. ---THIS STATION IS NOT
 OM0385'SUITABLE FOR GPS OBSERVATIONS DUE TO THE REFERENCED PILLARS.
 OM0385'---NOTE2---HALF OF DISK IS MISSING, REMAINING HALF IS SOLID WITH
 OM0385'DATUM POINT OK.
 OM0385
 OM0385                          STATION RECOVERY (2007)
 OM0385
 OM0385'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM0385'RECOVERED IN POOR CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 OM0385'OF US HIGHWAYS 18 AND 12 WITH US HIGHWAY 151 (PARK STREET) AND US
 OM0385'HIGHWAY 14 ON THE SOUTH SIDE OF THE CITY OF MADISON, GO NORTH ON PARK
 OM0385'STREET FOR 2.8 MILES TO THE NORTH END OF PARK STREET AND OBSERVATORY
 OM0385'DRIVE LEFT, TURN LEFT AND GO WEST ON OBSERVATORY DRIVE CURVING RIGHT
 OM0385'AND LEFT FOR 0.1 MILE TO THE EDUCATION BUILDING PARKING LOT AHEAD,
 OM0385'PACK TO THE SOUTH SIDE OF THE BUILDING AND THE STATION AS DESCRIBED
 OM0385'IN 2001.  NOTE1-- THE DISK WAS FOUND TO BE IN THE SAME CONDITION AS
 OM0385'DESCRIBED IN 2001.  NOTE2-- THE EDUCATION BUILDING IS THE SECOND
 OM0385'BUILDING WEST OF PARK STREET ON THE NORTH SIDE OF BASCOM HILL.
 OM0385
 OM0385                          STATION RECOVERY (2016)
 OM0385
 OM0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (JTE)
 OM0385'WISCONSIN DEPT OF TRANSPORTATION'S ELLIOT SMITH VERIFIED THAT THE
 OM0385'DISK WAS SEPARATED FROM THE STEM AND IS MISSING.  THE STEM IS STILL
 OM0385'IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0341 ***********************************************************************
 NH0341  DESIGNATION -  939
 NH0341  PID         -  NH0341
 NH0341  STATE/COUNTY-  WI/DANE
 NH0341  COUNTRY     -  US
 NH0341  USGS QUAD   -  OREGON (2018)
 NH0341
 NH0341                         *CURRENT SURVEY CONTROL
 NH0341  ______________________________________________________________________
 NH0341* NAD 83(1986) POSITION- 42 57 34.71   (N) 089 23 19.40   (W)   HD_HELD1
 NH0341* NAVD 88 ORTHO HEIGHT -   286.386 (meters)      939.58  (feet) ADJUSTED
 NH0341  ______________________________________________________________________
 NH0341  GEOID HEIGHT    -        -34.166 (meters)                     GEOID18
 NH0341  DYNAMIC HEIGHT  -        286.306 (meters)      939.32  (feet) COMP
 NH0341  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 NH0341
 NH0341  VERT ORDER      -  SECOND    CLASS 0
 NH0341
 NH0341.The horizontal coordinates were determined by differentially corrected
 NH0341.hand held GPS observations or other comparable positioning techniques
 NH0341.and have an estimated accuracy of +/- 3 meters.
 NH0341
 NH0341.The orthometric height was determined by differential leveling and
 NH0341.adjusted by the NATIONAL GEODETIC SURVEY
 NH0341.in June 1991.
 NH0341
 NH0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0341.GEOID18 height accuracy estimate available here.
 NH0341
 NH0341.Click photographs - Photos may exist for this station.
 NH0341
 NH0341.The dynamic height is computed by dividing the NAVD 88
 NH0341.geopotential number by the normal gravity value computed on the
 NH0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0341.degrees latitude (g = 980.6199 gals.).
 NH0341
 NH0341.The modeled gravity was interpolated from observed gravity values.
 NH0341
 NH0341;                    North         East    Units  Estimated Accuracy
 NH0341;SPC WI S     -   106,790.0     649,874.5     MT  (+/- 3 meters HH1 GPS) 
 NH0341
 NH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0516759101(NAD 83)
 NH0341
 NH0341                          SUPERSEDED SURVEY CONTROL
 NH0341
 NH0341  NGVD 29 (??/??/92)  286.446  (m)          939.78   (f) ADJ UNCH    2 0
 NH0341
 NH0341.Superseded values are not recommended for survey control.
 NH0341
 NH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0341.See file dsdata.pdf to determine how the superseded data were derived.
 NH0341
 NH0341_MARKER: DB = BENCH MARK DISK
 NH0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0341_SP_SET: BRIDGE
 NH0341_STAMPING: 939 ADJ 1903
 NH0341_MARK LOGO: USGS
 NH0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0341
 NH0341  HISTORY     - Date     Condition        Report By
 NH0341  HISTORY     - 1904     MONUMENTED       USGS
 NH0341  HISTORY     - 1934     GOOD             CGS
 NH0341  HISTORY     - 1943     GOOD             CGS
 NH0341  HISTORY     - 20160322 POOR             NGS
 NH0341
 NH0341                          STATION DESCRIPTION
 NH0341
 NH0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0341'2.1 MI N FROM OREGON.
 NH0341'2.1 MILES N. OF DEPOT ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NH0341'AT BRIDGE 217.  SET IN EAST END OF THE NORTH STONE BACKWALL,
 NH0341'1 FOOT BELOW RAIL TOP AND 10 FEET EAST OF CENTERLINE OF EAST
 NH0341'TRACK.  BRONZE TABLET SET IN STONE BACKWALL, STAMPED ADJ. 1903.
 NH0341
 NH0341                          STATION RECOVERY (1943)
 NH0341
 NH0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 NH0341'RECOVERED IN GOOD CONDITION.
 NH0341
 NH0341                          STATION RECOVERY (2016)
 NH0341
 NH0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (JTE)
 NH0341'WISCONSIN DEPT OF TRANSPORTATION'S ELLIOT SMITH VERIFIED THAT THE
 NH0341'DISK HAS SEPARATED FROM THE STEM AND IS NOW MISSING.  STEM IS STILL
 NH0341'IN PLACE IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9043 ***********************************************************************
 DQ9043  DESIGNATION -  94 H
 DQ9043  PID         -  DQ9043
 DQ9043  STATE/COUNTY-  WI/MANITOWOC
 DQ9043  COUNTRY     -  US
 DQ9043  USGS QUAD   -  MANITOWOC (2018)
 DQ9043
 DQ9043                         *CURRENT SURVEY CONTROL
 DQ9043  ______________________________________________________________________
 DQ9043* NAD 83(1986) POSITION- 44 05 22.09   (N) 087 38 48.80   (W)   HD_HELD1
 DQ9043* NAVD 88 ORTHO HEIGHT -   178.174 (meters)      584.56  (feet) ADJUSTED
 DQ9043  ______________________________________________________________________
 DQ9043  GEOID HEIGHT    -        -36.193 (meters)                     GEOID18
 DQ9043  DYNAMIC HEIGHT  -        178.145 (meters)      584.46  (feet) COMP
 DQ9043  MODELED GRAVITY -    980,451.5   (mgal)                       NAVD 88
 DQ9043
 DQ9043  VERT ORDER      -  SECOND    CLASS I
 DQ9043
 DQ9043.The horizontal coordinates were determined by differentially corrected
 DQ9043.hand held GPS observations or other comparable positioning techniques
 DQ9043.and have an estimated accuracy of +/- 3 meters.
 DQ9043
 DQ9043.The orthometric height was determined by differential leveling and
 DQ9043.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9043.in September 2018.
 DQ9043
 DQ9043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9043.GEOID18 height accuracy estimate available here.
 DQ9043
 DQ9043.Click photographs - Photos may exist for this station.
 DQ9043
 DQ9043.The dynamic height is computed by dividing the NAVD 88
 DQ9043.geopotential number by the normal gravity value computed on the
 DQ9043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9043.degrees latitude (g = 980.6199 gals.).
 DQ9043
 DQ9043.The modeled gravity was interpolated from observed gravity values.
 DQ9043
 DQ9043;                    North         East    Units  Estimated Accuracy
 DQ9043;SPC WI S     -   234,787.0     788,426.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9043
 DQ9043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4821482013(NAD 83)
 DQ9043
 DQ9043                          SUPERSEDED SURVEY CONTROL
 DQ9043
 DQ9043.No superseded survey control is available for this station.
 DQ9043
 DQ9043_MARKER: DD = SURVEY DISK
 DQ9043_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ9043_SP_SET: BREAK WATER
 DQ9043_STAMPING: 94 H 1994
 DQ9043_MARK LOGO: USACE
 DQ9043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9043+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2018
 DQ9043
 DQ9043  HISTORY     - Date     Condition        Report By
 DQ9043  HISTORY     - 1994     MONUMENTED       USACE
 DQ9043  HISTORY     - 20180618 GOOD             WIDT
 DQ9043
 DQ9043                          STATION DESCRIPTION
 DQ9043
 DQ9043'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9043'THE STATION IS LOCATED IN THE CITY OF MANITOWOC AT THE MANITOWOC
 DQ9043'HARBOR, ABOUT 24 MI (38.6 KM) NORTH OF SHEBOYGAN AND 5.5 MI (8.8 KM)
 DQ9043'SOUTHWEST OF TWO RIVERS.
 DQ9043'
 DQ9043'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 (MARSHALL
 DQ9043'STREET) WITH US HIGHWAY 10 (10TH STREET) IN THE CITY OF MANITOWOC, GO
 DQ9043'SOUTH ON US HIGHWAY 10 (10TH STREET) FOR 0.1 MI (0.2 KM) TO MADISON
 DQ9043'STREET.  TURN LEFT AND GO EAST ON MADISON STREET FOR 0.3 MI (0.5 KM)
 DQ9043'TO A LEFT CURVE IN THE STREET (MADISON STREET BECOMES KNOWN AS
 DQ9043'LAKEVIEW DRIVE), CURVE LEFT AND GO NORTH ON LAKEVIEW DRIVE FOR 0.35 MI
 DQ9043'(0.56 KM) TO A PARKING AREA ADJACENT TO THE LAKE MICHIGAN PASSENGER
 DQ9043'AND VEHICLE FERRY DOCK TERMINAL AT THE MANITOWOC HARBOR.
 DQ9043'
 DQ9043'THE STATION IS 2.1 M (6.9 FT) NORTH OF THE SOUTH EDGE OF THE CONCRETE
 DQ9043'BREAKWATER WALL, 2.0 M (6.6 FT) SOUTH OF THE NORTH EDGE OF THE
 DQ9043'CONCRETE BREAKWATER WALL AND 1.2 M (3.9 FT) WEST OF AN EXPANSION JOINT
 DQ9043'IN THE BREAKWATER WALL.
 DQ9043'
 DQ9043'NOTE-THE STATION, WHICH IS A BRONZE US ARMY CORPS OF ENGINEERS SURVEY
 DQ9043'DISK SET IN A DRILL HOLE NEAR THE APPROXIMATE CENTER OF THE CONCRETE
 DQ9043'BREAKWATER WALL.
 DQ9043'
 DQ9043'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9043'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9044 ***********************************************************************
 DQ9044  DESIGNATION -  94 I
 DQ9044  PID         -  DQ9044
 DQ9044  STATE/COUNTY-  WI/MANITOWOC
 DQ9044  COUNTRY     -  US
 DQ9044  USGS QUAD   -  MANITOWOC (2018)
 DQ9044
 DQ9044                         *CURRENT SURVEY CONTROL
 DQ9044  ______________________________________________________________________
 DQ9044* NAD 83(1986) POSITION- 44 05 23.46   (N) 087 38 45.56   (W)   HD_HELD1
 DQ9044* NAVD 88 ORTHO HEIGHT -   178.330 (meters)      585.07  (feet) ADJUSTED
 DQ9044  ______________________________________________________________________
 DQ9044  GEOID HEIGHT    -        -36.194 (meters)                     GEOID18
 DQ9044  DYNAMIC HEIGHT  -        178.301 (meters)      584.98  (feet) COMP
 DQ9044  MODELED GRAVITY -    980,451.5   (mgal)                       NAVD 88
 DQ9044
 DQ9044  VERT ORDER      -  SECOND    CLASS I
 DQ9044
 DQ9044.The horizontal coordinates were determined by differentially corrected
 DQ9044.hand held GPS observations or other comparable positioning techniques
 DQ9044.and have an estimated accuracy of +/- 3 meters.
 DQ9044
 DQ9044.The orthometric height was determined by differential leveling and
 DQ9044.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9044.in September 2018.
 DQ9044
 DQ9044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9044.GEOID18 height accuracy estimate available here.
 DQ9044
 DQ9044.Click photographs - Photos may exist for this station.
 DQ9044
 DQ9044.The dynamic height is computed by dividing the NAVD 88
 DQ9044.geopotential number by the normal gravity value computed on the
 DQ9044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9044.degrees latitude (g = 980.6199 gals.).
 DQ9044
 DQ9044.The modeled gravity was interpolated from observed gravity values.
 DQ9044
 DQ9044;                    North         East    Units  Estimated Accuracy
 DQ9044;SPC WI S     -   234,831.4     788,497.0     MT  (+/- 3 meters HH1 GPS) 
 DQ9044
 DQ9044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4828682055(NAD 83)
 DQ9044
 DQ9044                          SUPERSEDED SURVEY CONTROL
 DQ9044
 DQ9044.No superseded survey control is available for this station.
 DQ9044
 DQ9044_MARKER: DD = SURVEY DISK
 DQ9044_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ9044_SP_SET: BREAK WATER
 DQ9044_STAMPING: 94 I 1994
 DQ9044_MARK LOGO: USACE
 DQ9044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9044+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2018
 DQ9044
 DQ9044  HISTORY     - Date     Condition        Report By
 DQ9044  HISTORY     - 1994     MONUMENTED       USACE
 DQ9044  HISTORY     - 20180618 GOOD             WIDT
 DQ9044
 DQ9044                          STATION DESCRIPTION
 DQ9044
 DQ9044'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9044'THE STATION IS LOCATED IN THE CITY OF MANITOWOC AT THE MANITOWOC
 DQ9044'HARBOR, ABOUT 24 MI (38.6 KM) NORTH OF SHEBOYGAN AND 5.5 MI (8.8 KM)
 DQ9044'SOUTHWEST OF TWO RIVERS.
 DQ9044'
 DQ9044'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 (MARSHALL
 DQ9044'STREET) WITH US HIGHWAY 10 (10TH STREET) IN THE CITY OF MANITOWOC, GO
 DQ9044'SOUTH ON US HIGHWAY 10 (10TH STREET) FOR 0.1 MI (0.2 KM) TO MADISON
 DQ9044'STREET.  TURN LEFT AND GO EAST ON MADISON STREET FOR 0.3 MI (0.5 KM)
 DQ9044'TO A LEFT CURVE IN THE STREET (MADISON STREET BECOMES KNOWN AS
 DQ9044'LAKEVIEW DRIVE), CURVE LEFT AND GO NORTH ON LAKEVIEW DRIVE FOR 0.35 MI
 DQ9044'(0.56 KM) TO A PARKING AREA ADJACENT TO THE LAKE MICHIGAN PASSENGER
 DQ9044'AND VEHICLE FERRY DOCK TERMINAL AT THE MANITOWOC HARBOR.
 DQ9044'
 DQ9044'THE STATION IS 2.05 M (6.7 FT) NORTHWEST OF THE SOUTHEAST EDGE EDGE OF
 DQ9044'THE CONCRETE BREAKWATER WALL, 2.05 M (6.7 FT) SOUTHEAST OF THE
 DQ9044'NORTHWEST EDGE OF THE CONCRETE BREAKWATER WALL AND 1.5 M (4.9 FT)
 DQ9044'SOUTHWEST OF AN EXPANSION JOINT IN THE BREAKWATER WALL.
 DQ9044'
 DQ9044'NOTE-THE MARK IS SET IN THE SOUTH CONCRETE BREAKWATER WALL OF THE
 DQ9044'MANITOWOC HARBOR, EAST OF THE LAKE MICHIGAN PASSENGER AND VEHICLE
 DQ9044'FERRY DOCK PARKING AREA.
 DQ9044'
 DQ9044'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9044'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0102 ***********************************************************************
 OM0102  DESIGNATION -  940
 OM0102  PID         -  OM0102
 OM0102  STATE/COUNTY-  WI/WAUKESHA
 OM0102  COUNTRY     -  US
 OM0102  USGS QUAD   -  OCONOMOWOC EAST (2018)
 OM0102
 OM0102                         *CURRENT SURVEY CONTROL
 OM0102  ______________________________________________________________________
 OM0102* NAD 83(1986) POSITION- 43 05 54.     (N) 088 24 09.     (W)   SCALED
 OM0102* NAVD 88 ORTHO HEIGHT -   286.325 (meters)      939.38  (feet) ADJUSTED
 OM0102  ______________________________________________________________________
 OM0102  GEOID HEIGHT    -        -34.612 (meters)                     GEOID18
 OM0102  DYNAMIC HEIGHT  -        286.251 (meters)      939.14  (feet) COMP
 OM0102  MODELED GRAVITY -    980,353.2   (mgal)                       NAVD 88
 OM0102
 OM0102  VERT ORDER      -  SECOND    CLASS 0
 OM0102
 OM0102.The horizontal coordinates were scaled from a map and have
 OM0102.an estimated accuracy of +/- 6 seconds.
 OM0102
 OM0102.The orthometric height was determined by differential leveling and
 OM0102.adjusted by the NATIONAL GEODETIC SURVEY
 OM0102.in June 1991.
 OM0102
 OM0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0102.GEOID18 height accuracy estimate available here.
 OM0102
 OM0102.Click photographs - Photos may exist for this station.
 OM0102
 OM0102.The dynamic height is computed by dividing the NAVD 88
 OM0102.geopotential number by the normal gravity value computed on the
 OM0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0102.degrees latitude (g = 980.6199 gals.).
 OM0102
 OM0102.The modeled gravity was interpolated from observed gravity values.
 OM0102
 OM0102;                    North         East    Units  Estimated Accuracy
 OM0102;SPC WI S     -   123,260.      730,040.      MT  (+/- 180 meters Scaled)
 OM0102
 OM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN858726(NAD 83)
 OM0102
 OM0102                          SUPERSEDED SURVEY CONTROL
 OM0102
 OM0102  NGVD 29 (??/??/92)  286.390  (m)          939.60   (f) ADJ UNCH    2 0
 OM0102
 OM0102.Superseded values are not recommended for survey control.
 OM0102
 OM0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0102.See file dsdata.pdf to determine how the superseded data were derived.
 OM0102
 OM0102_MARKER: P = PIPE CAP
 OM0102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0102_STAMPING: 940
 OM0102_MARK LOGO: USGS
 OM0102_MAGNETIC: P = MARKER IS A STEEL PIPE
 OM0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0102
 OM0102  HISTORY     - Date     Condition        Report By
 OM0102  HISTORY     - 1903     MONUMENTED       USGS
 OM0102  HISTORY     - 1934     MARK NOT FOUND   CGS
 OM0102  HISTORY     - 1956     MARK NOT FOUND   CGS
 OM0102
 OM0102                          STATION DESCRIPTION
 OM0102
 OM0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0102'AT NASHOTAH.
 OM0102'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD 249
 OM0102'FEET WEST OF THE DEPOT, THENCE 32 FEET NORTH OF THE NORTH
 OM0102'TRACK, 99 FEET EAST OF HIGHWAY OVERPASS, 1 FOOT ABOVE RAIL
 OM0102'LEVEL.  NOTE-- ENTIRE AREA IN A 30 FOOT RADIUS FROM WHERE
 OM0102'MARK SHOULD BE IS LEVEL GRASS AND GROUND LEVEL IS ABOUT 10
 OM0102'INCHES LOWER THAN TOP OF RAIL.
 OM0102
 OM0102                          STATION RECOVERY (1956)
 OM0102
 OM0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 OM0102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1067 ***********************************************************************
 OM1067  DESIGNATION -  942.36
 OM1067  PID         -  OM1067
 OM1067  STATE/COUNTY-  WI/DANE
 OM1067  COUNTRY     -  US
 OM1067  USGS QUAD   -  MADISON EAST (2018)
 OM1067
 OM1067                         *CURRENT SURVEY CONTROL
 OM1067  ______________________________________________________________________
 OM1067* NAD 83(1991) POSITION- 43 04 19.69528(N) 089 18 57.71196(W)   ADJUSTED
 OM1067* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 OM1067  ______________________________________________________________________
 OM1067  GEOID HEIGHT    -        -34.382 (meters)                     GEOID18
 OM1067  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 OM1067  HORZ ORDER      -  SECOND
 OM1067
 OM1067.The horizontal coordinates were established by classical geodetic methods
 OM1067.and adjusted by the National Geodetic Survey in November 1991.
 OM1067
 OM1067.The orthometric height was scaled from a topographic map.
 OM1067
 OM1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1067.GEOID18 height accuracy estimate available here.
 OM1067
 OM1067.Click photographs - Photos may exist for this station.
 OM1067
 OM1067.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1067
 OM1067. The following values were computed from the NAD 83(1991) position.
 OM1067
 OM1067;                    North         East     Units Scale Factor Converg.
 OM1067;SPC WI S     -   119,332.602   655,702.729   MT  0.99994895   +0 28 11.8
 OM1067;SPC WI S     -   391,510.38  2,151,251.37   sFT  0.99994895   +0 28 11.8
 OM1067;UTM  16      - 4,771,428.935   311,441.575   MT  1.00003740   -1 34 55.7
 OM1067
 OM1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1067!SPC WI S     -   0.99996102  x   0.99994895  =   0.99990997
 OM1067!UTM  16      -   0.99996102  x   1.00003740  =   0.99999842
 OM1067
 OM1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1144171428(NAD 83)
 OM1067
 OM1067                          SUPERSEDED SURVEY CONTROL
 OM1067
 OM1067  NAD 83(1986)-  43 04 19.68668(N)    089 18 57.71422(W) AD(       ) 2
 OM1067  NAD 27      -  43 04 19.69180(N)    089 18 57.28900(W) AD(       ) 2
 OM1067
 OM1067.Superseded values are not recommended for survey control.
 OM1067
 OM1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1067.See file dsdata.pdf to determine how the superseded data were derived.
 OM1067
 OM1067_MARKER: DD = SURVEY DISK
 OM1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1067_STAMPING: 942.36
 OM1067_MARK LOGO: CGS+SS
 OM1067_PROJECTION: PROJECTING 5 CENTIMETERS
 OM1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1067+STABILITY: SURFACE MOTION
 OM1067
 OM1067  HISTORY     - Date     Condition        Report By
 OM1067  HISTORY     - 1934     MONUMENTED       WIGS
 OM1067
 OM1067                          STATION DESCRIPTION
 OM1067
 OM1067'DESCRIBED BY WISCONSIN GEODETIC SURVEY 1934 (RSO)
 OM1067'THE STATION IS IN THE SOUTH EDGE OF BLOOMING GROVE IN THE
 OM1067'NORTHEAST ANGLE OF THE INTERSECTION OF SHAFFER AVE AND ALLIS AVE.
 OM1067'IT IS ABOUT 320 FEET NORTHEAST OF THE INTERSECTION AND 4
 OM1067'FEET SOUTH OF A FLOWER GARDEN.  IT IS A STANDARD U.S. COAST
 OM1067'AND GEODETIC SURVEY AND STATE SURVEY DISK SET IN THE TOP OF A
 OM1067'9X9 INCH CONCRETE POST WHICH PROJECTS 2 INCHES AND THE DISK IS
 OM1067'STAMPED 942.36.
 OM1067'
 OM1067'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MADISON
 OM1067'AND THE DISTANCE IS 46.27 FEET, 14.1036 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0345 ***********************************************************************
 NH0345  DESIGNATION -  944
 NH0345  PID         -  NH0345
 NH0345  STATE/COUNTY-  WI/DANE
 NH0345  COUNTRY     -  US
 NH0345  USGS QUAD   -  OREGON (2018)
 NH0345
 NH0345                         *CURRENT SURVEY CONTROL
 NH0345  ______________________________________________________________________
 NH0345* NAD 83(1986) POSITION- 42 56 17.8    (N) 089 23 13.4    (W)   HD_HELD2
 NH0345* NAVD 88 ORTHO HEIGHT -   287.727 (meters)      943.98  (feet) ADJUSTED
 NH0345  ______________________________________________________________________
 NH0345  GEOID HEIGHT    -        -34.130 (meters)                     GEOID18
 NH0345  DYNAMIC HEIGHT  -        287.646 (meters)      943.72  (feet) COMP
 NH0345  MODELED GRAVITY -    980,333.5   (mgal)                       NAVD 88
 NH0345
 NH0345  VERT ORDER      -  SECOND    CLASS I
 NH0345
 NH0345.The horizontal coordinates were established by autonomous hand held GPS
 NH0345.observations and have an estimated accuracy of +/- 10 meters.
 NH0345
 NH0345.The orthometric height was determined by differential leveling and
 NH0345.adjusted by the WI DEPT OF TRANSP
 NH0345.in May 2012.
 NH0345
 NH0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0345.GEOID18 height accuracy estimate available here.
 NH0345
 NH0345.Click photographs - Photos may exist for this station.
 NH0345
 NH0345.The dynamic height is computed by dividing the NAVD 88
 NH0345.geopotential number by the normal gravity value computed on the
 NH0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0345.degrees latitude (g = 980.6199 gals.).
 NH0345
 NH0345.The modeled gravity was interpolated from observed gravity values.
 NH0345
 NH0345;                    North         East    Units  Estimated Accuracy
 NH0345;SPC WI S     -   104,418.      650,028.      MT  (+/- 10 meters HH2 GPS)
 NH0345
 NH0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0523656725(NAD 83)
 NH0345
 NH0345                          SUPERSEDED SURVEY CONTROL
 NH0345
 NH0345  NAVD 88 (04/20/07)  287.708  (m)          943.92   (f) SUPERSEDED  2 1
 NH0345  NAVD 88 (06/15/91)  287.677  (m)          943.82   (f) SUPERSEDED  2 1
 NH0345  NGVD 29 (??/??/92)  287.736  (m)          944.01   (f) ADJ UNCH    2 0
 NH0345
 NH0345.Superseded values are not recommended for survey control.
 NH0345
 NH0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0345.See file dsdata.pdf to determine how the superseded data were derived.
 NH0345
 NH0345_MARKER: DB = BENCH MARK DISK
 NH0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0345_SP_SET: STONE BACKWALL
 NH0345_STAMPING: 944 ADJ 1903
 NH0345_MARK LOGO: USGS
 NH0345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0345+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 NH0345
 NH0345  HISTORY     - Date     Condition        Report By
 NH0345  HISTORY     - 1904     MONUMENTED       USGS
 NH0345  HISTORY     - 1934     GOOD             CGS
 NH0345  HISTORY     - 1943     GOOD             CGS
 NH0345  HISTORY     - 2001     GOOD             WIDT
 NH0345  HISTORY     - 20070801 POOR             WIDT
 NH0345  HISTORY     - 20120705 GOOD             WIDT
 NH0345
 NH0345                          STATION DESCRIPTION
 NH0345
 NH0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0345'0.5 MI N FROM OREGON.
 NH0345'0.5 MILES N. OF DEPOT ALONG CHICAGO AND NORTHWESTERN RAILROAD
 NH0345'AT BRIDGE 212.  SET IN EAST END OF THE NORTH STONE BACKWALL, ONE
 NH0345'FOOT BELOW RAIL TOP AND 9 FEET EAST OF CENTERLINE OF TRACK.
 NH0345'BRONZE TABLET SET IN STONE BACKWALL.
 NH0345
 NH0345                          STATION RECOVERY (1943)
 NH0345
 NH0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 NH0345'RECOVERED IN GOOD CONDITION.
 NH0345
 NH0345                          STATION RECOVERY (2001)
 NH0345
 NH0345'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0345'THE STATION IS LOCATED ABOUT 10 KM SOUTH OF MADISON IN OREGON.
 NH0345'OWNERSHIP--CHICAGO NORTHWESTERN RAILROAD. TO REACH THE STATION FROM
 NH0345'THE JUNCTION OF US HIGHWAY 14 WITH COUNTY HIGHWAY MM IN THE VILLAGE
 NH0345'OF OREGON, GO SOUTH ON COUNTY HIGHWAY MM FOR 1.6 KM TO WEST RICHARDS
 NH0345'ROAD, TURN RIGHT AND GO WEST ON WEST RICHARDS ROAD FOR 0.2 KM TO
 NH0345'MARKET STREET, TURN LEFT AND GO SOUTH ON MARKET STREET FOR 0.2 KM TO
 NH0345'A PAVED DRIVE ON THE RIGHT FOR --EVERGREEN MULTISTORAGE--, TURN RIGHT
 NH0345'AND GO WEST ON THE PAVED DRIVE FOR 0.1 KM TO THE NORTHWEST CORNER OF
 NH0345'THE DRIVE AND THE STATION ON THE LEFT. THE STATION IS A BRONZE US
 NH0345'GEOLOGICAL SURVEY DISK, SET IN THE TOP OF THE EAST END OF THE NORTH
 NH0345'STONE BACKWALL OF A RAILROAD BRIDGE. THE STATION IS 19.7 M NORTHWEST
 NH0345'OF THE NORTHWEST CORNER OF THE DRIVE, 2.6 M EAST-NORTHEAST OF THE
 NH0345'CENTERLINE OF THE EASTERN MOST SET OF RAILROAD TRACKS, 0.6 M
 NH0345'WEST-SOUTHWEST OF THE EAST END OF THE NORTH BACKWALL AND 0.3 M
 NH0345'SOUTH-SOUTHEAST OF THE NORTH EDGE OF THE NORTH BACKWALL.
 NH0345'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 NH0345'THE BRIDGE OBSTUCTING SET-UP.  ---NOTE2---THE STAMPING ON THE CAP IS
 NH0345'NOT LEGIBLE.
 NH0345
 NH0345                          STATION RECOVERY (2007)
 NH0345
 NH0345'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 NH0345'RECOVERED IN POOR CONDITION.  NOTE1-- THE STAMPING AND CENTER POINT ON
 NH0345'THE DISK ARE NOT LEGIBLE.  NOTE2-- VISIBLE OBSTRUCTIONS AT THIS
 NH0345'STATION ARE TREES TO THE SOUTHEAST AND EAST EXTENDING TO 30 DEGREES
 NH0345'ABOVE THE HORIZON.
 NH0345
 NH0345                          STATION RECOVERY (2012)
 NH0345
 NH0345'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 NH0345'RECOVERED AS DESCRIBED---NOTE---BRIDGE IS IN POOR CONDITION, STATION
 NH0345'WOULD BE HARD TO SET UP ON GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0776 ***********************************************************************
 NH0776  DESIGNATION -  974
 NH0776  PID         -  NH0776
 NH0776  STATE/COUNTY-  WI/GREEN
 NH0776  COUNTRY     -  US
 NH0776  USGS QUAD   -  MONTICELLO (2018)
 NH0776
 NH0776                         *CURRENT SURVEY CONTROL
 NH0776  ______________________________________________________________________
 NH0776* NAD 83(1986) POSITION- 42 41 23.     (N) 089 36 10.     (W)   SCALED
 NH0776* NAVD 88 ORTHO HEIGHT -   296.732 (meters)      973.53  (feet) ADJUSTED
 NH0776  ______________________________________________________________________
 NH0776  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 NH0776  DYNAMIC HEIGHT  -        296.643 (meters)      973.24  (feet) COMP
 NH0776  MODELED GRAVITY -    980,313.5   (mgal)                       NAVD 88
 NH0776
 NH0776  VERT ORDER      -  SECOND    CLASS 0
 NH0776
 NH0776.The horizontal coordinates were scaled from a map and have
 NH0776.an estimated accuracy of +/- 6 seconds.
 NH0776
 NH0776.The orthometric height was determined by differential leveling and
 NH0776.adjusted by the NATIONAL GEODETIC SURVEY
 NH0776.in June 1991.
 NH0776
 NH0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0776.GEOID18 height accuracy estimate available here.
 NH0776
 NH0776.Click photographs - Photos may exist for this station.
 NH0776
 NH0776.The dynamic height is computed by dividing the NAVD 88
 NH0776.geopotential number by the normal gravity value computed on the
 NH0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0776.degrees latitude (g = 980.6199 gals.).
 NH0776
 NH0776.The modeled gravity was interpolated from observed gravity values.
 NH0776
 NH0776;                    North         East    Units  Estimated Accuracy
 NH0776;SPC WI S     -    76,700.      632,550.      MT  (+/- 180 meters Scaled)
 NH0776
 NH0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN867296(NAD 83)
 NH0776
 NH0776                          SUPERSEDED SURVEY CONTROL
 NH0776
 NH0776  NGVD 29 (??/??/92)  296.810  (m)          973.78   (f) ADJ UNCH    2 0
 NH0776
 NH0776.Superseded values are not recommended for survey control.
 NH0776
 NH0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0776.See file dsdata.pdf to determine how the superseded data were derived.
 NH0776
 NH0776_MARKER: P = PIPE CAP
 NH0776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0776_STAMPING: WIS-974-1919
 NH0776_MARK LOGO: USGS
 NH0776_MAGNETIC: P = MARKER IS A STEEL PIPE
 NH0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0776
 NH0776  HISTORY     - Date     Condition        Report By
 NH0776  HISTORY     - 1919     MONUMENTED       USGS
 NH0776  HISTORY     - 1934     GOOD             CGS
 NH0776  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0776
 NH0776                          STATION DESCRIPTION
 NH0776
 NH0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0776'AT SCHULTZ.
 NH0776'AT SCHULTZ ALONG THE ILLINOIS CENTRAL RAILROAD, 2 POLES NORTH OF
 NH0776'MILEPOST M-30.  IRON PIPE SET 42 FEET WEST OF THE CENTER LINE OF
 NH0776'THE TRACK, 37 FEET SOUTH OF THE CENTER LINE OF THE ROAD CROSSING,
 NH0776'24 FEET WEST OF THE WEST SIDE OF THE STATION, 2 FEET BELOW RAIL
 NH0776'LEVEL.
 NH0776
 NH0776                          STATION RECOVERY (2001)
 NH0776
 NH0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0776'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0024 ***********************************************************************
 ON0024  DESIGNATION -  976
 ON0024  PID         -  ON0024
 ON0024  STATE/COUNTY-  WI/JUNEAU
 ON0024  COUNTRY     -  US
 ON0024  USGS QUAD   -  HILLSBORO (2018)
 ON0024
 ON0024                         *CURRENT SURVEY CONTROL
 ON0024  ______________________________________________________________________
 ON0024* NAD 83(1986) POSITION- 43 44 28.1    (N) 090 16 19.6    (W)   HD_HELD2
 ON0024* NAVD 88 ORTHO HEIGHT -   297.288 (meters)      975.35  (feet) ADJUSTED
 ON0024  ______________________________________________________________________
 ON0024  GEOID HEIGHT    -        -34.543 (meters)                     GEOID18
 ON0024  DYNAMIC HEIGHT  -        297.219 (meters)      975.13  (feet) COMP
 ON0024  MODELED GRAVITY -    980,379.0   (mgal)                       NAVD 88
 ON0024
 ON0024  VERT ORDER      -  SECOND    CLASS I
 ON0024
 ON0024.The horizontal coordinates were established by autonomous hand held GPS
 ON0024.observations and have an estimated accuracy of +/- 10 meters.
 ON0024
 ON0024.The orthometric height was determined by differential leveling and
 ON0024.adjusted by the WI DEPT OF TRANSP
 ON0024.in May 2012.
 ON0024
 ON0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0024.GEOID18 height accuracy estimate available here.
 ON0024
 ON0024.Click photographs - Photos may exist for this station.
 ON0024
 ON0024.The dynamic height is computed by dividing the NAVD 88
 ON0024.geopotential number by the normal gravity value computed on the
 ON0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0024.degrees latitude (g = 980.6199 gals.).
 ON0024
 ON0024.The modeled gravity was interpolated from observed gravity values.
 ON0024
 ON0024;                    North         East    Units  Estimated Accuracy
 ON0024;SPC WI S     -   193,462.      578,081.      MT  (+/- 10 meters HH2 GPS)
 ON0024
 ON0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1965846739(NAD 83)
 ON0024
 ON0024                          SUPERSEDED SURVEY CONTROL
 ON0024
 ON0024  NAVD 88 (04/20/07)  297.279  (m)          975.32   (f) SUPERSEDED  2 1
 ON0024  NAVD 88 (06/15/91)  297.284  (m)          975.34   (f) SUPERSEDED  2 0
 ON0024  NGVD 29 (??/??/92)  297.309  (m)          975.42   (f) ADJ UNCH    2 0
 ON0024
 ON0024.Superseded values are not recommended for survey control.
 ON0024
 ON0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0024.See file dsdata.pdf to determine how the superseded data were derived.
 ON0024
 ON0024_MARKER: DB = BENCH MARK DISK
 ON0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0024_SP_SET: BUILDING
 ON0024_STAMPING: WIS 976 1921
 ON0024_MARK LOGO: USGS
 ON0024_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0024+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 ON0024
 ON0024  HISTORY     - Date     Condition        Report By
 ON0024  HISTORY     - 1921     MONUMENTED       USGS
 ON0024  HISTORY     - 1934     GOOD             CGS
 ON0024  HISTORY     - 1942     GOOD             LOCENG
 ON0024  HISTORY     - 20021001 GOOD             WIDT
 ON0024  HISTORY     - 20100607 GOOD             WIDT
 ON0024
 ON0024                          STATION DESCRIPTION
 ON0024
 ON0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0024'AT ELROY.
 ON0024'AT ELROY, JUNEAU COUNTY, AT THE PUBLIC LIBRARY, 3 FEET NORTH
 ON0024'OF A POINT, 20 FEET WEST OF THE NORTH STONE BANNISTER WALL OF
 ON0024'THE EAST ENTRANCE, 18 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 ON0024'BUILDING, IN A STONE BLOCK, AND ABOUT 1.5 FEET ABOVE GROUND.
 ON0024'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED WIS
 ON0024'976 1921 AND SET VERTICALLY.
 ON0024
 ON0024                          STATION RECOVERY (1942)
 ON0024
 ON0024'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 ON0024'RECOVERED IN GOOD CONDITION.
 ON0024
 ON0024                          STATION RECOVERY (2002)
 ON0024
 ON0024'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 ON0024'OWNERSHIP -- CITY OF ELROY.  TO REACH THE STATION STATION IS LOCATED
 ON0024'AT THE PUBLIC LIBRARY AT THE INTERSECTION OF STATE HIGHWAY 80 (MAIN
 ON0024'STREET) WITH LIBRARY STREET IN THE CITY OF ELROY.  THE STATION IS A
 ON0024'BRONZE US GEOLOGICAL SURVEY DISK SET IN A STONE WALL PROJECTING 40-CM
 ON0024'ABOVE THE GROUND AND ABOUT 3.0 M (9.8 FT) ABOVE THE HIGHWAY PAVEMENT.
 ON0024'THE STATION IS 23.1 M (75.8 FT) WEST OF THE CENTERLINE IF STATE
 ON0024'HIGHWAY 80 (MAIN STREET), 31.8 M (104.3 FT) NORTH OF THE CENTERLINE OF
 ON0024'LIBRARY STREET, 6.4 M (21.0 FT) WEST OF THE EAST END OF THE NORTH
 ON0024'BANNISTER OF THE EAST ENTRANCE, AND 5.7 M (18.7 FT) SOUTH OF THE
 ON0024'NORTHEAST CORNER OF THE BUILDING.  ---NOTE--- THIS STATION IS NOT
 ON0024'SUITABLE FOR GPS.
 ON0024
 ON0024                          STATION RECOVERY (2010)
 ON0024
 ON0024'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0762 ***********************************************************************
 NH0762  DESIGNATION -  983 WIS
 NH0762  PID         -  NH0762
 NH0762  STATE/COUNTY-  WI/GREEN
 NH0762  COUNTRY     -  US
 NH0762  USGS QUAD   -  JUDA (2018)
 NH0762
 NH0762                         *CURRENT SURVEY CONTROL
 NH0762  ______________________________________________________________________
 NH0762* NAD 83(1986) POSITION- 42 34 14.     (N) 089 36 08.     (W)   SCALED
 NH0762* NAVD 88 ORTHO HEIGHT -   300.054 (meters)      984.43  (feet) ADJUSTED
 NH0762  ______________________________________________________________________
 NH0762  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 NH0762  DYNAMIC HEIGHT  -        299.960 (meters)      984.12  (feet) COMP
 NH0762  MODELED GRAVITY -    980,299.6   (mgal)                       NAVD 88
 NH0762
 NH0762  VERT ORDER      -  SECOND    CLASS 0
 NH0762
 NH0762.The horizontal coordinates were scaled from a map and have
 NH0762.an estimated accuracy of +/- 6 seconds.
 NH0762
 NH0762.The orthometric height was determined by differential leveling and
 NH0762.adjusted by the NATIONAL GEODETIC SURVEY
 NH0762.in June 1991.
 NH0762
 NH0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0762.GEOID18 height accuracy estimate available here.
 NH0762
 NH0762.Click photographs - Photos may exist for this station.
 NH0762
 NH0762.The dynamic height is computed by dividing the NAVD 88
 NH0762.geopotential number by the normal gravity value computed on the
 NH0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0762.degrees latitude (g = 980.6199 gals.).
 NH0762
 NH0762.The modeled gravity was interpolated from observed gravity values.
 NH0762
 NH0762;                    North         East    Units  Estimated Accuracy
 NH0762;SPC WI S     -    63,460.      632,660.      MT  (+/- 180 meters Scaled)
 NH0762
 NH0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN864164(NAD 83)
 NH0762
 NH0762                          SUPERSEDED SURVEY CONTROL
 NH0762
 NH0762  NGVD 29 (??/??/92)  300.134  (m)          984.69   (f) ADJ UNCH    2 0
 NH0762
 NH0762.Superseded values are not recommended for survey control.
 NH0762
 NH0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0762.See file dsdata.pdf to determine how the superseded data were derived.
 NH0762
 NH0762_MARKER: DD = SURVEY DISK
 NH0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0762_STAMPING: 983-WIS-1919
 NH0762_MARK LOGO: USGS
 NH0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0762+STABILITY: SURFACE MOTION
 NH0762
 NH0762  HISTORY     - Date     Condition        Report By
 NH0762  HISTORY     - 1919     MONUMENTED       USGS
 NH0762  HISTORY     - 1934     GOOD             CGS
 NH0762  HISTORY     - 20010303 MARK NOT FOUND   NGS
 NH0762
 NH0762                          STATION DESCRIPTION
 NH0762
 NH0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0762'2.7 MI E FROM MONROE.
 NH0762'2.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NH0762'RAILROAD TO PUBLIC ROAD OVERPASS, 0.12 MILE NORTH OF THE WEST
 NH0762'QUARTER CORNER OF SEC. 7, T. 1N., R. 8E.  IRON POST ON THE NORTH
 NH0762'RIGHT-OF-WAY LINE, 30 FEET EAST OF THE EAST SIDE OF OVERPASS,
 NH0762'10 FEET ABOVE RAIL LEVEL.
 NH0762
 NH0762                          STATION RECOVERY (2001)
 NH0762
 NH0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0762'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0432 ***********************************************************************
 OM0432  DESIGNATION -  991
 OM0432  PID         -  OM0432
 OM0432  STATE/COUNTY-  WI/DANE
 OM0432  COUNTRY     -  US
 OM0432  USGS QUAD   -  SUN PRAIRIE (2018)
 OM0432
 OM0432                         *CURRENT SURVEY CONTROL
 OM0432  ______________________________________________________________________
 OM0432* NAD 83(1986) POSITION- 43 10 36.     (N) 089 12 54.     (W)   SCALED
 OM0432* NAVD 88 ORTHO HEIGHT -   302.023 (meters)      990.89  (feet) ADJUSTED
 OM0432  ______________________________________________________________________
 OM0432  GEOID HEIGHT    -        -34.676 (meters)                     GEOID18
 OM0432  DYNAMIC HEIGHT  -        301.942 (meters)      990.62  (feet) COMP
 OM0432  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 OM0432
 OM0432  VERT ORDER      -  SECOND    CLASS 0
 OM0432
 OM0432.The horizontal coordinates were scaled from a map and have
 OM0432.an estimated accuracy of +/- 6 seconds.
 OM0432
 OM0432.The orthometric height was determined by differential leveling and
 OM0432.adjusted by the NATIONAL GEODETIC SURVEY
 OM0432.in June 1991.
 OM0432
 OM0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0432.GEOID18 height accuracy estimate available here.
 OM0432
 OM0432.Click photographs - Photos may exist for this station.
 OM0432
 OM0432.The dynamic height is computed by dividing the NAVD 88
 OM0432.geopotential number by the normal gravity value computed on the
 OM0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0432.degrees latitude (g = 980.6199 gals.).
 OM0432
 OM0432.The modeled gravity was interpolated from observed gravity values.
 OM0432
 OM0432;                    North         East    Units  Estimated Accuracy
 OM0432;SPC WI S     -   131,020.      663,820.      MT  (+/- 180 meters Scaled)
 OM0432
 OM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN199828(NAD 83)
 OM0432
 OM0432                          SUPERSEDED SURVEY CONTROL
 OM0432
 OM0432  NGVD 29 (??/??/92)  302.082  (m)          991.08   (f) ADJ UNCH    2 0
 OM0432
 OM0432.Superseded values are not recommended for survey control.
 OM0432
 OM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0432.See file dsdata.pdf to determine how the superseded data were derived.
 OM0432
 OM0432_MARKER: P = PIPE CAP
 OM0432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0432_STAMPING: 991 ADJ 1903
 OM0432_MARK LOGO: USGS
 OM0432_MAGNETIC: P = MARKER IS A STEEL PIPE
 OM0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0432
 OM0432  HISTORY     - Date     Condition        Report By
 OM0432  HISTORY     - 1904     MONUMENTED       USGS
 OM0432  HISTORY     - 1934     GOOD             CGS
 OM0432  HISTORY     - 1942     GOOD             CGS
 OM0432
 OM0432                          STATION DESCRIPTION
 OM0432
 OM0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0432'AT SUN PRAIRIE.
 OM0432'BRONZE CAPPED IRON PIPE SET ON THE SOUTH SIDE OF THE LAWN AROUND
 OM0432'THE CITY WATER TANK, 1 FOOT NORTH OF FENCE.
 OM0432
 OM0432                          STATION RECOVERY (1942)
 OM0432
 OM0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 OM0432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK7256 ***********************************************************************
 DK7256  DESIGNATION -  9A001
 DK7256  PID         -  DK7256
 DK7256  STATE/COUNTY-  WI/WAUPACA
 DK7256  COUNTRY     -  US
 DK7256  USGS QUAD   -  WAUPACA (2018)
 DK7256
 DK7256                         *CURRENT SURVEY CONTROL
 DK7256  ______________________________________________________________________
 DK7256* NAD 83(1986) POSITION- 44 21 04.67   (N) 089 02 06.79   (W)   HD_HELD1
 DK7256* NAVD 88 ORTHO HEIGHT -   252.687 (meters)      829.02  (feet) ADJUSTED
 DK7256  ______________________________________________________________________
 DK7256  GEOID HEIGHT    -        -36.436 (meters)                     GEOID18
 DK7256  DYNAMIC HEIGHT  -        252.643 (meters)      828.88  (feet) COMP
 DK7256  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 DK7256
 DK7256  VERT ORDER      -  SECOND    CLASS I
 DK7256
 DK7256.The horizontal coordinates were determined by differentially corrected
 DK7256.hand held GPS observations or other comparable positioning techniques
 DK7256.and have an estimated accuracy of +/- 3 meters.
 DK7256
 DK7256.The orthometric height was determined by differential leveling and
 DK7256.adjusted by the WI DEPT OF TRANSP
 DK7256.in May 2012.
 DK7256
 DK7256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7256.GEOID18 height accuracy estimate available here.
 DK7256
 DK7256.Click photographs - Photos may exist for this station.
 DK7256
 DK7256.The dynamic height is computed by dividing the NAVD 88
 DK7256.geopotential number by the normal gravity value computed on the
 DK7256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7256.degrees latitude (g = 980.6199 gals.).
 DK7256
 DK7256.The modeled gravity was interpolated from observed gravity values.
 DK7256
 DK7256;                    North         East    Units  Estimated Accuracy
 DK7256;SPC WI C     -    58,012.1     676,920.2     MT  (+/- 3 meters HH1 GPS) 
 DK7256
 DK7256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3779312906(NAD 83)
 DK7256
 DK7256                          SUPERSEDED SURVEY CONTROL
 DK7256
 DK7256  NAVD 88 (12/04/08)  252.658  (m)          828.93   (f) SUPERSEDED  2 1
 DK7256
 DK7256.Superseded values are not recommended for survey control.
 DK7256
 DK7256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7256.See file dsdata.pdf to determine how the superseded data were derived.
 DK7256
 DK7256_MARKER: DD = SURVEY DISK
 DK7256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7256_STAMPING: 9A001
 DK7256_MARK LOGO: WIDT
 DK7256_PROJECTION: FLUSH
 DK7256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7256+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2008
 DK7256
 DK7256  HISTORY     - Date     Condition        Report By
 DK7256  HISTORY     - 20080906 MONUMENTED       WIDT
 DK7256
 DK7256                          STATION DESCRIPTION
 DK7256
 DK7256'DESCRIBED BY WI DEPT OF TRANSP 2008
 DK7256'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHWEST OF WEYAUWEGA,
 DK7256'15 KM (9.3 MI) SOUTHWEST OF ROYALTON, AND 4 KM (2.5 MI) EAST OF
 DK7256'WAUPACA.
 DK7256'
 DK7256'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND COUNTY
 DK7256'HIGHWAY K ABOUT 5.5 KM (3.4 MI) SOUTHEAST OF WAUPACA, GO NORTH ON
 DK7256'COUNTY HIGHWAY K FOR ABOUT 3 KM (1.9 MI) TO THE ROUNDABOUT FOR COUNTY
 DK7256'HIGHWAY K AND STATE HIGHWAYS 22 AND 54, AND THE STATION LOCATED IN THE
 DK7256'SOUTHWEST QUAD OF THE ROUNDABOUT.  THE STATION IS A BRONZE WISCONSIN
 DK7256'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DK7256'IN THE TOP OF A 41 CM (16 INCHES) CONCRETE POST SET TO A DEPTH OF 2.45
 DK7256'M (8.0 FT) AND ABOUT 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.
 DK7256'
 DK7256'THE STATION IS IN THE SOUTHWEST QUAD OF ROUNDABOUT, 13.3 M (43.6 FT)
 DK7256'SOUTH-SOUTHEAST OF A 24 INCH (61 CM) REINFORCED CONCRETE CULVERT PIPE,
 DK7256'10.3 M (33.8 FT) SOUTH OF A LIGHT POLE, 8.7 M (28.5 FT) SOUTHWEST OF
 DK7256'THE CENTER OF A MANHOLE COVER, 7.7 M (25.3 FT) EAST OF A GREEN
 DK7256'ELECTRIC PEDESTAL, 4 M (13.1 FT) SOUTHEAST OF A GRAY ELECTRIC
 DK7256'PEDESTAL, AND 1 M (3.3 FT) SOUTH, WEST, AND EAST OF THREE WHITE
 DK7256'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK7255 ***********************************************************************
 DK7255  DESIGNATION -  9A002
 DK7255  PID         -  DK7255
 DK7255  STATE/COUNTY-  WI/WAUPACA
 DK7255  COUNTRY     -  US
 DK7255  USGS QUAD   -  WAUPACA (2018)
 DK7255
 DK7255                         *CURRENT SURVEY CONTROL
 DK7255  ______________________________________________________________________
 DK7255* NAD 83(1986) POSITION- 44 21 32.58   (N) 089 05 45.86   (W)   HD_HELD1
 DK7255* NAVD 88 ORTHO HEIGHT -   279.521 (meters)      917.06  (feet) ADJUSTED
 DK7255  ______________________________________________________________________
 DK7255  GEOID HEIGHT    -        -36.397 (meters)                     GEOID18
 DK7255  DYNAMIC HEIGHT  -        279.472 (meters)      916.90  (feet) COMP
 DK7255  MODELED GRAVITY -    980,436.3   (mgal)                       NAVD 88
 DK7255
 DK7255  VERT ORDER      -  SECOND    CLASS I
 DK7255
 DK7255.The horizontal coordinates were determined by differentially corrected
 DK7255.hand held GPS observations or other comparable positioning techniques
 DK7255.and have an estimated accuracy of +/- 3 meters.
 DK7255
 DK7255.The orthometric height was determined by differential leveling and
 DK7255.adjusted by the WI DEPT OF TRANSP
 DK7255.in May 2012.
 DK7255
 DK7255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7255.GEOID18 height accuracy estimate available here.
 DK7255
 DK7255.Click photographs - Photos may exist for this station.
 DK7255
 DK7255.The dynamic height is computed by dividing the NAVD 88
 DK7255.geopotential number by the normal gravity value computed on the
 DK7255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7255.degrees latitude (g = 980.6199 gals.).
 DK7255
 DK7255.The modeled gravity was interpolated from observed gravity values.
 DK7255
 DK7255;                    North         East    Units  Estimated Accuracy
 DK7255;SPC WI C     -    58,817.7     672,059.1     MT  (+/- 3 meters HH1 GPS) 
 DK7255
 DK7255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3296513889(NAD 83)
 DK7255
 DK7255                          SUPERSEDED SURVEY CONTROL
 DK7255
 DK7255  NAVD 88 (12/04/08)  279.494  (m)          916.97   (f) SUPERSEDED  2 1
 DK7255
 DK7255.Superseded values are not recommended for survey control.
 DK7255
 DK7255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7255.See file dsdata.pdf to determine how the superseded data were derived.
 DK7255
 DK7255_MARKER: DD = SURVEY DISK
 DK7255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7255_STAMPING: 9A002
 DK7255_MARK LOGO: WIDT
 DK7255_PROJECTION: FLUSH
 DK7255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7255+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2010
 DK7255
 DK7255  HISTORY     - Date     Condition        Report By
 DK7255  HISTORY     - 20080901 MONUMENTED       WIDT
 DK7255  HISTORY     - 20101020 GOOD             WIDT
 DK7255
 DK7255                          STATION DESCRIPTION
 DK7255
 DK7255'DESCRIBED BY WI DEPT OF TRANSP 2008
 DK7255'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) WEST-NORTHWEST OF
 DK7255'WEYAUWEGA, 4 KM (2.5 MI) NORTHEAST OF KING, AND WITHIN THE CITY LIMITS
 DK7255'OF WAUPACA.
 DK7255'
 DK7255'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND STATE
 DK7255'HIGHWAY 49 ABOUT 2 KM (1.2 MI) WEST OF WAUPACA, GO EAST ON HIGHWAY 49
 DK7255'FOR 1.4 KM (0.9 MI) TO HILLCREST DRIVE, TURN LEFT AND GO NORTHEAST ON
 DK7255'HILLCREST DRIVE FOR 0.3 KM (0.2 MI) TO THE STATION ON THE LEFT.  THE
 DK7255'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DK7255'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM (16 INCH)
 DK7255'CONCRETE POST SET TO A DEPTH OF 2.3 M (7.5 FT) AND ABOUT LEVEL WITH
 DK7255'THE ROAD PAVEMENT.
 DK7255'
 DK7255'THE STATION IS 11.5 M (37.7 FT) NORTH OF THE CENTERLINE OF HILLCREST
 DK7255'DRIVE, 41 M (134.5 FT) NORTH-NORTHEAST OF A FIRE HYDRANT, 35 M (114.8
 DK7255'FT) NORTHEAST OF A POWER POLE --53BB6--, 20.6 M (67.6 FT) WEST OF A
 DK7255'POWER POLE --53CC6/80AMP--, 2.6 M (8.5 FT) NORTH OF THE NORTH EDGE OF
 DK7255'A SIDEWALK, AND 1 M (3.3 FT) NORTHEAST AND SOUTHWEST OF TWO WHITE
 DK7255'PLASTIC WITNESS POSTS.
 DK7255
 DK7255                          STATION RECOVERY (2010)
 DK7255
 DK7255'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK7255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL3591 ***********************************************************************
 DL3591  DESIGNATION -  9A004
 DL3591  PID         -  DL3591
 DL3591  STATE/COUNTY-  WI/RACINE
 DL3591  COUNTRY     -  US
 DL3591  USGS QUAD   -  ROCHESTER (2018)
 DL3591
 DL3591                         *CURRENT SURVEY CONTROL
 DL3591  ______________________________________________________________________
 DL3591* NAD 83(1986) POSITION- 42 39 47.36   (N) 088 14 38.46   (W)   HD_HELD1
 DL3591* NAVD 88 ORTHO HEIGHT -   240.615 (meters)      789.42  (feet) ADJUSTED
 DL3591  ______________________________________________________________________
 DL3591  GEOID HEIGHT    -        -34.427 (meters)                     GEOID18
 DL3591  DYNAMIC HEIGHT  -        240.543 (meters)      789.18  (feet) COMP
 DL3591  MODELED GRAVITY -    980,314.6   (mgal)                       NAVD 88
 DL3591
 DL3591  VERT ORDER      -  SECOND    CLASS I
 DL3591
 DL3591.The horizontal coordinates were determined by differentially corrected
 DL3591.hand held GPS observations or other comparable positioning techniques
 DL3591.and have an estimated accuracy of +/- 3 meters.
 DL3591
 DL3591.The orthometric height was determined by differential leveling and
 DL3591.adjusted by the WI DEPT OF TRANSP
 DL3591.in May 2012.
 DL3591
 DL3591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3591.GEOID18 height accuracy estimate available here.
 DL3591
 DL3591.Click photographs - Photos may exist for this station.
 DL3591
 DL3591.The dynamic height is computed by dividing the NAVD 88
 DL3591.geopotential number by the normal gravity value computed on the
 DL3591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3591.degrees latitude (g = 980.6199 gals.).
 DL3591
 DL3591.The modeled gravity was interpolated from observed gravity values.
 DL3591
 DL3591;                    North         East    Units  Estimated Accuracy
 DL3591;SPC WI S     -    75,187.1     743,955.8     MT  (+/- 3 meters HH1 GPS) 
 DL3591
 DL3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9804924160(NAD 83)
 DL3591
 DL3591                          SUPERSEDED SURVEY CONTROL
 DL3591
 DL3591  NAVD 88 (08/06/09)  240.587  (m)          789.33   (f) SUPERSEDED  2 1
 DL3591
 DL3591.Superseded values are not recommended for survey control.
 DL3591
 DL3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3591.See file dsdata.pdf to determine how the superseded data were derived.
 DL3591
 DL3591_MARKER: DD = SURVEY DISK
 DL3591_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3591_SP_SET: BRIDGE PARAPET WALL
 DL3591_STAMPING: 9A004
 DL3591_MARK LOGO: WIDT
 DL3591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL3591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3591+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 DL3591
 DL3591  HISTORY     - Date     Condition        Report By
 DL3591  HISTORY     - 20090527 MONUMENTED       WIDT
 DL3591
 DL3591                          STATION DESCRIPTION
 DL3591
 DL3591'DESCRIBED BY WI DEPT OF TRANSP 2009
 DL3591'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHEAST OF THE TOWN OF
 DL3591'BURLINGTON, WISCONSIN.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DL3591'TRANSPORTATION.
 DL3591'
 DL3591'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 11 AND STATE HIGHWAY
 DL3591'142/83 IN THE TOWN OF BURLINGTON, GO SOUTHEAST ON STATE HIGHWAY 142/83
 DL3591'FOR 2.77 KM (1.7 MI) TO JUNCTION OF STATE HIGHWAY 36 BYPASS AND STATE
 DL3591'HIGHWAY 142/83 OF THE OVERPASS, THE STATION IS LOCATED ON THE RIGHT.
 DL3591'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL3591'GEODETIC SURVEY DISK SET IN A BRIDGE--B-51-92--IN A PARAPET WALL 2.5
 DL3591'FT (0.8 M) ABOVE THE PAVEMENT.
 DL3591'
 DL3591'THE STATION IS LOCATED 12 FT (3.7 M) NORTHWEST OF THE SOUTHWEST END OF
 DL3591'THE WEST PARAPET WALL.  THE STATION IS 19 FT (5.8 M) SOUTHWEST OF THE
 DL3591'CENTER LINE OF STATE HIGHWAY 142, 86 FT (26.2 M) NORTHWEST OF A
 DL3591'SIGN--KENOSHA/MILWAUKEE--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL6213 ***********************************************************************
 DL6213  DESIGNATION -  9A005
 DL6213  PID         -  DL6213
 DL6213  STATE/COUNTY-  WI/GREEN
 DL6213  COUNTRY     -  US
 DL6213  USGS QUAD   -  MONROE (2018)
 DL6213
 DL6213                         *CURRENT SURVEY CONTROL
 DL6213  ______________________________________________________________________
 DL6213* NAD 83(2011) POSITION- 42 36 28.19670(N) 089 39 58.88146(W)   ADJUSTED
 DL6213* NAD 83(2011) ELLIP HT-   288.800 (meters)        (06/27/12)   ADJUSTED
 DL6213* NAD 83(2011) EPOCH   -  2010.00
 DL6213* NAVD 88 ORTHO HEIGHT -   322.429 (meters)     1057.84  (feet) ADJUSTED
 DL6213  ______________________________________________________________________
 DL6213  GEOID HEIGHT    -        -33.634 (meters)                     GEOID18
 DL6213  NAD 83(2011) X  -     27,379.121 (meters)                     COMP
 DL6213  NAD 83(2011) Y  - -4,701,688.460 (meters)                     COMP
 DL6213  NAD 83(2011) Z  -  4,295,734.069 (meters)                     COMP
 DL6213  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 DL6213  DYNAMIC HEIGHT  -        322.329 (meters)     1057.51  (feet) COMP
 DL6213  MODELED GRAVITY -    980,301.7   (mgal)                       NAVD 88
 DL6213
 DL6213  VERT ORDER      -  SECOND    CLASS I
 DL6213
 DL6213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6213  Standards:
 DL6213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6213  -------------------------------------------------------------------
 DL6213  NETWORK    0.34   0.67           0.15   0.13   0.34      0.02172176
 DL6213  -------------------------------------------------------------------
 DL6213  Click here for local accuracies and other accuracy information.
 DL6213
 DL6213.The horizontal coordinates were established by GPS observations
 DL6213.and adjusted by the National Geodetic Survey in June 2012.
 DL6213
 DL6213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6213.been affixed to the stable North American tectonic plate. See 
 DL6213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6213
 DL6213.The horizontal coordinates are valid at the epoch date displayed above
 DL6213.which is a decimal equivalence of Year/Month/Day.
 DL6213
 DL6213.The orthometric height was determined by differential leveling and
 DL6213.adjusted by the WI DEPT OF TRANSP
 DL6213.in May 2012.
 DL6213
 DL6213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6213.GEOID18 height accuracy estimate available here.
 DL6213
 DL6213.Click photographs - Photos may exist for this station.
 DL6213
 DL6213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6213
 DL6213.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6213
 DL6213.The ellipsoidal height was determined by GPS observations
 DL6213.and is referenced to NAD 83.
 DL6213
 DL6213.The dynamic height is computed by dividing the NAVD 88
 DL6213.geopotential number by the normal gravity value computed on the
 DL6213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6213.degrees latitude (g = 980.6199 gals.).
 DL6213
 DL6213.The modeled gravity was interpolated from observed gravity values.
 DL6213
 DL6213. The following values were computed from the NAD 83(2011) position.
 DL6213
 DL6213;                    North         East     Units Scale Factor Converg.
 DL6213;SPC WI S     -    67,580.326   627,378.722   MT  1.00002767   +0 13 45.3
 DL6213;SPC WI S     -   221,719.79  2,058,325.02   sFT  1.00002767   +0 13 45.3
 DL6213;UTM  16      - 4,720,713.265   281,285.963   MT  1.00018857   -1 48 20.8
 DL6213
 DL6213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6213!SPC WI S     -   0.99995471  x   1.00002767  =   0.99998238
 DL6213!UTM  16      -   0.99995471  x   1.00018857  =   1.00014327
 DL6213
 DL6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8128520713(NAD 83)
 DL6213
 DL6213                          SUPERSEDED SURVEY CONTROL
 DL6213
 DL6213  NAD 83(2007)-  42 36 28.19675(N)    089 39 58.88236(W) AD(2002.00) 1
 DL6213  ELLIP H (01/13/10)  288.830  (m)                       GP(2002.00) 3 2
 DL6213  NAVD 88 (08/30/10)  322.415  (m)         1057.79   (f) SUPERSEDED  2 1
 DL6213  NAVD 88 (01/13/10)  322.42   (m)  GEOID03  model used  GPS OBS        
 DL6213
 DL6213.Superseded values are not recommended for survey control.
 DL6213
 DL6213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6213.See file dsdata.pdf to determine how the superseded data were derived.
 DL6213
 DL6213_MARKER: DD = SURVEY DISK
 DL6213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6213_STAMPING: 9A005 2009
 DL6213_MARK LOGO: WIDT
 DL6213_PROJECTION: FLUSH
 DL6213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL6213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6213+STABILITY: SURFACE MOTION
 DL6213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6213+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2010
 DL6213
 DL6213  HISTORY     - Date     Condition        Report By
 DL6213  HISTORY     - 20090617 MONUMENTED       MCCLUR
 DL6213  HISTORY     - 20100315 GOOD             AME
 DL6213
 DL6213                          STATION DESCRIPTION
 DL6213
 DL6213'DESCRIBED BY MCCLURE ENGINEERING 2009
 DL6213'STATION DESCRIPTION OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.
 DL6213'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 11/81 AND
 DL6213'STATE ROUTE 69.  PROCEED SOUTHWEST ALONG STATE ROUTE 11 A DISTANCE OF
 DL6213'1.3 KM (0.8 MI) TO COUNTY ROAD N ALSO KNOWN AS SIXTH AVENUE WEST.
 DL6213'TURN NORTH ALONG COUNTY HIGHWAY N/ SIXTH AVENUE WEST FOR A DISTANCE OF
 DL6213'0.16 KM (0.1 MI) AND THE STATION ON THE LEFT.
 DL6213'
 DL6213'THE STATION IS LOCATED NORTH OF STATE TRUNK HIGHWAY 11, SOUTHWEST OF
 DL6213'THE WAL-MART STORE, AND EAST OF MONROE TRUCK SALES, IN THE NORTHWEST
 DL6213'QUADRANT OF SIXTH AVENUE WEST AND WEST SEVENTH STREET (ALSO KNOWN AS
 DL6213'YOUTH CABIN ROAD), 18.3 M (60.0 FT) NORTH-NORTHEAST OF A MAST ARM WITH
 DL6213'LIGHT, 12.6 M (41.3 FT) NORTH-NORTHWEST OF A TRAFFIC SIGNAL, 13.9 M
 DL6213'(45.6 FT) WEST OF THE BACK OF CURB OF SIXTH AVENUE, 25.6 M (84.0 FT)
 DL6213'NORTH OF THE CENTER OF WEST SEVENTH STREET (YOUTH CABIN ROAD).A
 DL6213'STANDARD BRONZE TABLET SET IN CONCRETE FLUSH WITH THE GROUND SURFACE,
 DL6213'APPROXIMATELY LEVEL WITH THE CENTERLINE OF SIXTH AVENUE WEST, IN THE
 DL6213'CENTER OF THREE WISDOT SURVEY MARKER POSTS.  ---   NOTE---THIS STATION
 DL6213'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL6213'HORIZON.
 DL6213
 DL6213                          STATION RECOVERY (2010)
 DL6213
 DL6213'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2010 (WJN)
 DL6213'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5177 ***********************************************************************
 DN5177  DESIGNATION -  9A006
 DN5177  PID         -  DN5177
 DN5177  STATE/COUNTY-  WI/BURNETT
 DN5177  COUNTRY     -  US
 DN5177  USGS QUAD   -  RANDALL (2019)
 DN5177
 DN5177                         *CURRENT SURVEY CONTROL
 DN5177  ______________________________________________________________________
 DN5177* NAD 83(1986) POSITION- 45 42 55.87   (N) 092 49 46.63   (W)   HD_HELD1
 DN5177* NAVD 88 ORTHO HEIGHT -   267.347 (meters)      877.12  (feet) ADJUSTED
 DN5177  ______________________________________________________________________
 DN5177  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 DN5177  DYNAMIC HEIGHT  -        267.355 (meters)      877.15  (feet) COMP
 DN5177  MODELED GRAVITY -    980,637.3   (mgal)                       NAVD 88
 DN5177
 DN5177  VERT ORDER      -  SECOND    CLASS I
 DN5177
 DN5177.The horizontal coordinates were determined by differentially corrected
 DN5177.hand held GPS observations or other comparable positioning techniques
 DN5177.and have an estimated accuracy of +/- 3 meters.
 DN5177
 DN5177.The orthometric height was determined by differential leveling and
 DN5177.adjusted by the WI DEPT OF TRANSP
 DN5177.in May 2012.
 DN5177
 DN5177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5177.GEOID18 height accuracy estimate available here.
 DN5177
 DN5177.Click photographs - Photos may exist for this station.
 DN5177
 DN5177.The dynamic height is computed by dividing the NAVD 88
 DN5177.geopotential number by the normal gravity value computed on the
 DN5177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5177.degrees latitude (g = 980.6199 gals.).
 DN5177
 DN5177.The modeled gravity was interpolated from observed gravity values.
 DN5177
 DN5177;                    North         East    Units  Estimated Accuracy
 DN5177;SPC WI N     -    64,925.4     379,739.6     MT  (+/- 3 meters HH1 GPS) 
 DN5177
 DN5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1326062454(NAD 83)
 DN5177
 DN5177                          SUPERSEDED SURVEY CONTROL
 DN5177
 DN5177.No superseded survey control is available for this station.
 DN5177
 DN5177_MARKER: DD = SURVEY DISK
 DN5177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5177_STAMPING: 9A006
 DN5177_MARK LOGO: WIDT
 DN5177_PROJECTION: FLUSH
 DN5177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5177+STABILITY: SURFACE MOTION
 DN5177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5177+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN5177
 DN5177  HISTORY     - Date     Condition        Report By
 DN5177  HISTORY     - 2009     MONUMENTED       WIDT
 DN5177  HISTORY     - 20090519 GOOD             WIDT
 DN5177
 DN5177                          STATION DESCRIPTION
 DN5177
 DN5177'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5177'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN5177'HIGHWAY 48 AND STATE HIGHWAY 87 IN THE VILLAGE OF GRANTSBURG, GO SOUTH
 DN5177'STATE HIGHWAY 48 AND STATE HIGHWAY 87 FOR 2.0 MI (3.2 KM) TO FISH LAKE
 DN5177'ROAD.  TURN RIGHT AND GO WEST ON FISH LAKE ROAD FOR 5.65 MI (9.1 KM)
 DN5177'TO SHOGREN ROAD (FISH LAKE ROAD BECOMES RIVER ROAD).  CONTINUE
 DN5177'SOUTHWEST ON RIVER ROAD FOR 2.4 MI (3.9 KM) TO THE STATION ON THE
 DN5177'RIGHT.
 DN5177'
 DN5177'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5177'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5177'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5177'GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DN5177'
 DN5177'THE STATION IS 14.3 M (46.9 FT) NORTH OF THE CENTER OF RIVER ROAD,
 DN5177'0.25 MI (0.4 KM) WEST-SOUTHWEST OF BENSON ROAD, 28.1 M (92.2 FT)
 DN5177'SOUTHWEST OF A POWER POLE, 27 M (88.6 FT) NORTHEAST OF A SIGN -RONGREN
 DN5177'SPUR- AND 1.0 M (3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHEAST AND 1.0 M
 DN5177'(3.3 FT) SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DN5177'
 DN5177'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5177'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5178 ***********************************************************************
 DN5178  DESIGNATION -  9A007
 DN5178  PID         -  DN5178
 DN5178  STATE/COUNTY-  WI/BURNETT
 DN5178  COUNTRY     -  US
 DN5178  USGS QUAD   -  RANDALL (2019)
 DN5178
 DN5178                         *CURRENT SURVEY CONTROL
 DN5178  ______________________________________________________________________
 DN5178* NAD 83(1986) POSITION- 45 44 26.41   (N) 092 47 44.52   (W)   HD_HELD1
 DN5178* NAVD 88 ORTHO HEIGHT -   273.808 (meters)      898.32  (feet) ADJUSTED
 DN5178  ______________________________________________________________________
 DN5178  GEOID HEIGHT    -        -27.232 (meters)                     GEOID18
 DN5178  DYNAMIC HEIGHT  -        273.818 (meters)      898.35  (feet) COMP
 DN5178  MODELED GRAVITY -    980,642.7   (mgal)                       NAVD 88
 DN5178
 DN5178  VERT ORDER      -  SECOND    CLASS I
 DN5178
 DN5178.The horizontal coordinates were determined by differentially corrected
 DN5178.hand held GPS observations or other comparable positioning techniques
 DN5178.and have an estimated accuracy of +/- 3 meters.
 DN5178
 DN5178.The orthometric height was determined by differential leveling and
 DN5178.adjusted by the WI DEPT OF TRANSP
 DN5178.in May 2012.
 DN5178
 DN5178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5178.GEOID18 height accuracy estimate available here.
 DN5178
 DN5178.Click photographs - Photos may exist for this station.
 DN5178
 DN5178.The dynamic height is computed by dividing the NAVD 88
 DN5178.geopotential number by the normal gravity value computed on the
 DN5178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5178.degrees latitude (g = 980.6199 gals.).
 DN5178
 DN5178.The modeled gravity was interpolated from observed gravity values.
 DN5178
 DN5178;                    North         East    Units  Estimated Accuracy
 DN5178;SPC WI N     -    67,625.4     382,477.2     MT  (+/- 3 meters HH1 GPS) 
 DN5178
 DN5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1589365255(NAD 83)
 DN5178
 DN5178                          SUPERSEDED SURVEY CONTROL
 DN5178
 DN5178.No superseded survey control is available for this station.
 DN5178
 DN5178_MARKER: DD = SURVEY DISK
 DN5178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5178_STAMPING: 9A007
 DN5178_MARK LOGO: WIDT
 DN5178_PROJECTION: FLUSH
 DN5178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5178+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2009
 DN5178
 DN5178  HISTORY     - Date     Condition        Report By
 DN5178  HISTORY     - 2009     MONUMENTED       WIDT
 DN5178  HISTORY     - 20090520 GOOD             WIDT
 DN5178
 DN5178                          STATION DESCRIPTION
 DN5178
 DN5178'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5178'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN5178'HIGHWAY 48 AND STATE HIGHWAY 87 IN THE VILLAGE OF GRANTSBURG, GO SOUTH
 DN5178'STATE HIGHWAY 48 AND STATE HIGHWAY 87 FOR 2.0 MI (3.2 KM) TO FISH LAKE
 DN5178'ROAD.  TURN RIGHT AND GO WEST ON FISH LAKE ROAD FOR 5.65 MI (9.1 KM)
 DN5178'TO SHOGREN ROAD AND THE STATION ON THE RIGHT.
 DN5178'
 DN5178'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5178'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5178'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5178'GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DN5178'
 DN5178'THE STATION IS 10.9 M (35.8 FT) NORTHWEST OF THE CENTER OF FISH LAKE
 DN5178'ROAD, 23 M (75.5 FT) EAST OF THE CENTER OF WEST RIVER ROAD / SHOGREN
 DN5178'ROAD, 12 M (39.4 FT) SOUTHEAST OF THE CENTER OF A RECREATIONAL TRAIL
 DN5178'AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT) EAST AND 1.0 M (3.3 FT)
 DN5178'NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DN5178'
 DN5178'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5178'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5188 ***********************************************************************
 DN5188  DESIGNATION -  9A008
 DN5188  PID         -  DN5188
 DN5188  STATE/COUNTY-  WI/BURNETT
 DN5188  COUNTRY     -  US
 DN5188  USGS QUAD   -  SIREN WEST (2018)
 DN5188
 DN5188                         *CURRENT SURVEY CONTROL
 DN5188  ______________________________________________________________________
 DN5188* NAD 83(1986) POSITION- 45 46 30.86   (N) 092 26 42.70   (W)   HD_HELD1
 DN5188* NAVD 88 ORTHO HEIGHT -   331.829 (meters)     1088.68  (feet) ADJUSTED
 DN5188  ______________________________________________________________________
 DN5188  GEOID HEIGHT    -        -26.913 (meters)                     GEOID18
 DN5188  DYNAMIC HEIGHT  -        331.847 (meters)     1088.73  (feet) COMP
 DN5188  MODELED GRAVITY -    980,658.6   (mgal)                       NAVD 88
 DN5188
 DN5188  VERT ORDER      -  SECOND    CLASS I
 DN5188
 DN5188.The horizontal coordinates were determined by differentially corrected
 DN5188.hand held GPS observations or other comparable positioning techniques
 DN5188.and have an estimated accuracy of +/- 3 meters.
 DN5188
 DN5188.The orthometric height was determined by differential leveling and
 DN5188.adjusted by the WI DEPT OF TRANSP
 DN5188.in May 2012.
 DN5188
 DN5188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5188.GEOID18 height accuracy estimate available here.
 DN5188
 DN5188.Click photographs - Photos may exist for this station.
 DN5188
 DN5188.The dynamic height is computed by dividing the NAVD 88
 DN5188.geopotential number by the normal gravity value computed on the
 DN5188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5188.degrees latitude (g = 980.6199 gals.).
 DN5188
 DN5188.The modeled gravity was interpolated from observed gravity values.
 DN5188
 DN5188;                    North         East    Units  Estimated Accuracy
 DN5188;SPC WI N     -    70,566.0     409,857.7     MT  (+/- 3 meters HH1 GPS) 
 DN5188
 DN5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4313369225(NAD 83)
 DN5188
 DN5188                          SUPERSEDED SURVEY CONTROL
 DN5188
 DN5188.No superseded survey control is available for this station.
 DN5188
 DN5188_MARKER: DD = SURVEY DISK
 DN5188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5188_STAMPING: 9A008
 DN5188_MARK LOGO: WIDT
 DN5188_PROJECTION: FLUSH
 DN5188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5188+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN5188
 DN5188  HISTORY     - Date     Condition        Report By
 DN5188  HISTORY     - 2009     MONUMENTED       WIDT
 DN5188  HISTORY     - 20090519 GOOD             WIDT
 DN5188
 DN5188                          STATION DESCRIPTION
 DN5188
 DN5188'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5188'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5188'HIGHWAY 70 IN THE CITY OF SIREN, GO WEST ON STATE HIGHWAY 70 FOR 2.1
 DN5188'MI (3.4 KM) TO DANIELS 70 ROAD ON THE RIGHT.  CONTINUE SOUTHWEST ON
 DN5188'STATE HIGHWAY 70 FOR 1.2 MI (1.9 KM) TO THE STATION ON THE LEFT.
 DN5188'
 DN5188'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5188'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5188'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5188'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) HIGHER THAN THE HIGHWAY
 DN5188'PAVEMENT.
 DN5188'
 DN5188'THE STATION IS 36.9 M (121.1 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5188'HIGHWAY 70, 0.1 MI (0.2 KM) EAST OF WOOD CREEK ROAD, 8.6 M (28.2 FT)
 DN5188'EAST OF A YELLOW RIGHT-OF-WAY POST, 9.7 M (31.8 FT) EAST OF AN
 DN5188'UNSTAMPED ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION SURVEY DISK
 DN5188'SET IN THE TOP OF A CONCRETE SURVEY MONUMENT AND IS 1 M (3.3 FT) FROM
 DN5188'THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
 DN5188'
 DN5188'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5188'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5189 ***********************************************************************
 DN5189  DESIGNATION -  9A009
 DN5189  PID         -  DN5189
 DN5189  STATE/COUNTY-  WI/BURNETT
 DN5189  COUNTRY     -  US
 DN5189  USGS QUAD   -  SIREN WEST (2018)
 DN5189
 DN5189                         *CURRENT SURVEY CONTROL
 DN5189  ______________________________________________________________________
 DN5189* NAD 83(1986) POSITION- 45 47 02.93   (N) 092 24 38.99   (W)   HD_HELD1
 DN5189* NAVD 88 ORTHO HEIGHT -   304.156 (meters)      997.89  (feet) ADJUSTED
 DN5189  ______________________________________________________________________
 DN5189  GEOID HEIGHT    -        -26.936 (meters)                     GEOID18
 DN5189  DYNAMIC HEIGHT  -        304.172 (meters)      997.94  (feet) COMP
 DN5189  MODELED GRAVITY -    980,658.7   (mgal)                       NAVD 88
 DN5189
 DN5189  VERT ORDER      -  SECOND    CLASS I
 DN5189
 DN5189.The horizontal coordinates were determined by differentially corrected
 DN5189.hand held GPS observations or other comparable positioning techniques
 DN5189.and have an estimated accuracy of +/- 3 meters.
 DN5189
 DN5189.The orthometric height was determined by differential leveling and
 DN5189.adjusted by the WI DEPT OF TRANSP
 DN5189.in May 2012.
 DN5189
 DN5189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5189.GEOID18 height accuracy estimate available here.
 DN5189
 DN5189.Click photographs - Photos may exist for this station.
 DN5189
 DN5189.The dynamic height is computed by dividing the NAVD 88
 DN5189.geopotential number by the normal gravity value computed on the
 DN5189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5189.degrees latitude (g = 980.6199 gals.).
 DN5189
 DN5189.The modeled gravity was interpolated from observed gravity values.
 DN5189
 DN5189;                    North         East    Units  Estimated Accuracy
 DN5189;SPC WI N     -    71,473.9     412,559.1     MT  (+/- 3 meters HH1 GPS) 
 DN5189
 DN5189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4579770233(NAD 83)
 DN5189
 DN5189                          SUPERSEDED SURVEY CONTROL
 DN5189
 DN5189.No superseded survey control is available for this station.
 DN5189
 DN5189_MARKER: DD = SURVEY DISK
 DN5189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5189_STAMPING: 9A009
 DN5189_MARK LOGO: WIDT
 DN5189_PROJECTION: FLUSH
 DN5189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5189+STABILITY: SURFACE MOTION
 DN5189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5189+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2009
 DN5189
 DN5189  HISTORY     - Date     Condition        Report By
 DN5189  HISTORY     - 2009     MONUMENTED       WIDT
 DN5189  HISTORY     - 20090519 GOOD             WIDT
 DN5189
 DN5189                          STATION DESCRIPTION
 DN5189
 DN5189'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN5189'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5189'HIGHWAY 70 IN THE CITY OF SIREN, GO WEST ON STATE HIGHWAY 70 FOR 1.45
 DN5189'MI (2.3 KM) TO PETERSON ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DN5189'
 DN5189'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5189'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5189'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5189'GROUND AND APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 DN5189'PAVEMENT.
 DN5189'
 DN5189'THE STATION IS 19.8 M (65.0 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5189'HIGHWAY 70, 41.3 M (135.5 FT) EAST OF THE CENTERLINE OF PETERSON ROAD,
 DN5189'34.6 M (113.5 FT) EAST OF A STOP SIGN, 13.7 M (44.9 FT) SOUTHEAST OF
 DN5189'AN ADOPT A HIGHWAY SIGN AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5189'T-POSTS SURROUNDING THE STATION.
 DN5189'
 DN5189'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5189'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7274 ***********************************************************************
 DN7274  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7274  DESIGNATION -  9A010
 DN7274  PID         -  DN7274
 DN7274  STATE/COUNTY-  WI/BURNETT
 DN7274  COUNTRY     -  US
 DN7274  USGS QUAD   -  TRADE LAKE (2018)
 DN7274
 DN7274                         *CURRENT SURVEY CONTROL
 DN7274  ______________________________________________________________________
 DN7274* NAD 83(2011) POSITION- 45 41 07.57739(N) 092 31 47.14526(W)   ADJUSTED
 DN7274* NAD 83(2011) ELLIP HT-   284.284 (meters)        (04/15/13)   ADJUSTED
 DN7274* NAD 83(2011) EPOCH   -  2010.00
 DN7274* NAVD 88 ORTHO HEIGHT -   311.41  (meters)     1021.7   (feet) GPS OBS
 DN7274  ______________________________________________________________________
 DN7274  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7274  GEOID HEIGHT    -        -27.121 (meters)                     GEOID12A
 DN7274  GEOID HEIGHT    -        -27.124 (meters)                     GEOID18
 DN7274  NAD 83(2011) X  -   -197,015.999 (meters)                     COMP
 DN7274  NAD 83(2011) Y  - -4,459,252.085 (meters)                     COMP
 DN7274  NAD 83(2011) Z  -  4,541,094.696 (meters)                     COMP
 DN7274  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 DN7274
 DN7274  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7274  Standards:
 DN7274         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7274            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7274  -------------------------------------------------------------------
 DN7274  NETWORK    0.69   1.25           0.31   0.25   0.64      0.00938259
 DN7274  -------------------------------------------------------------------
 DN7274  Click here for local accuracies and other accuracy information.
 DN7274
 DN7274.The horizontal coordinates were established by GPS observations
 DN7274.and adjusted by the National Geodetic Survey in April 2013.
 DN7274
 DN7274.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7274.been affixed to the stable North American tectonic plate. See 
 DN7274.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7274
 DN7274.The horizontal coordinates are valid at the epoch date displayed above
 DN7274.which is a decimal equivalence of Year/Month/Day.
 DN7274
 DN7274.The orthometric height was determined by GPS observations and a
 DN7274.high-resolution geoid model using precise GPS observation and
 DN7274.processing techniques.
 DN7274
 DN7274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7274.GEOID18 height accuracy estimate available here.
 DN7274
 DN7274.Click photographs - Photos may exist for this station.
 DN7274
 DN7274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7274
 DN7274.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7274
 DN7274.The ellipsoidal height was determined by GPS observations
 DN7274.and is referenced to NAD 83.
 DN7274
 DN7274. The following values were computed from the NAD 83(2011) position.
 DN7274
 DN7274;                    North         East     Units Scale Factor Converg.
 DN7274;SPC WI N     -    60,796.233   402,965.891   MT  0.99998056   -1 49 29.6
 DN7274;SPC WI N     -   199,462.31  1,322,063.93   sFT  0.99998056   -1 49 29.6
 DN7274;UTM  15      - 5,059,205.997   536,617.345   MT  0.99961648   +0 20 11.3
 DN7274
 DN7274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7274!SPC WI N     -   0.99995543  x   0.99998056  =   0.99993599
 DN7274!UTM  15      -   0.99995543  x   0.99961648  =   0.99957193
 DN7274
 DN7274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3661759205(NAD 83)
 DN7274
 DN7274                          SUPERSEDED SURVEY CONTROL
 DN7274
 DN7274  NAD 83(2007)-  45 41 07.57728(N)    092 31 47.14578(W) AD(2002.00) 1
 DN7274  ELLIP H (04/06/12)  284.318  (m)                       GP(2002.00) 1 1
 DN7274
 DN7274.Superseded values are not recommended for survey control.
 DN7274
 DN7274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7274.See file dsdata.pdf to determine how the superseded data were derived.
 DN7274
 DN7274_MARKER: DD = SURVEY DISK
 DN7274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7274_STAMPING: 9A010
 DN7274_MARK LOGO: WIDT
 DN7274_PROJECTION: FLUSH
 DN7274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7274+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2010
 DN7274
 DN7274  HISTORY     - Date     Condition        Report By
 DN7274  HISTORY     - 2009     MONUMENTED       WIDT
 DN7274  HISTORY     - 20100805 GOOD             WIDT
 DN7274
 DN7274                          STATION DESCRIPTION
 DN7274
 DN7274'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7274'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN7274'HIGHWAY 48 IN THE VILLAGE OF FREDERIC, GO WEST ON STATE HIGHWAY 48 FOR
 DN7274'3.2 MI (5.1 KM) TO COUNTY LINE ROAD TURN RIGHT AND GO NORTH ON COUNTY
 DN7274'LINE ROAD FOR 1.7 MI (2.7 KM) TO MOURNING DOVE LANE ON THE LEFT AND
 DN7274'330TH AVENUE ON THE RIGHT.  TURN LEFT AND GO WEST ON MOURNING DOVE
 DN7274'LANE FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DN7274'
 DN7274'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7274'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7274'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7274'GROUND AND APPROXIMATELY 0.15 M (0.5 FT) LOWER THAN THE HIGHWAY
 DN7274'SURFACE.  THE STATION IS 9.15 M (30.0 FT) NORTH OF THE CENTERLINE OF
 DN7274'MORNING DOVE LANE AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC
 DN7274'GUARD POSTS SURROUNDING THE STATION.
 DN7274'
 DN7274'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7274'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL3592 ***********************************************************************
 DL3592  DESIGNATION -  9A011
 DL3592  PID         -  DL3592
 DL3592  STATE/COUNTY-  WI/RACINE
 DL3592  COUNTRY     -  US
 DL3592  USGS QUAD   -  BURLINGTON (2018)
 DL3592
 DL3592                         *CURRENT SURVEY CONTROL
 DL3592  ______________________________________________________________________
 DL3592* NAD 83(1986) POSITION- 42 39 30.88   (N) 088 16 38.87   (W)   HD_HELD1
 DL3592* NAVD 88 ORTHO HEIGHT -   240.690 (meters)      789.66  (feet) ADJUSTED
 DL3592  ______________________________________________________________________
 DL3592  GEOID HEIGHT    -        -34.386 (meters)                     GEOID18
 DL3592  DYNAMIC HEIGHT  -        240.618 (meters)      789.43  (feet) COMP
 DL3592  MODELED GRAVITY -    980,314.5   (mgal)                       NAVD 88
 DL3592
 DL3592  VERT ORDER      -  SECOND    CLASS I
 DL3592
 DL3592.The horizontal coordinates were determined by differentially corrected
 DL3592.hand held GPS observations or other comparable positioning techniques
 DL3592.and have an estimated accuracy of +/- 3 meters.
 DL3592
 DL3592.The orthometric height was determined by differential leveling and
 DL3592.adjusted by the WI DEPT OF TRANSP
 DL3592.in May 2012.
 DL3592
 DL3592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3592.GEOID18 height accuracy estimate available here.
 DL3592
 DL3592.Click photographs - Photos may exist for this station.
 DL3592
 DL3592.The dynamic height is computed by dividing the NAVD 88
 DL3592.geopotential number by the normal gravity value computed on the
 DL3592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3592.degrees latitude (g = 980.6199 gals.).
 DL3592
 DL3592.The modeled gravity was interpolated from observed gravity values.
 DL3592
 DL3592;                    North         East    Units  Estimated Accuracy
 DL3592;SPC WI S     -    74,621.4     741,224.6     MT  (+/- 3 meters HH1 GPS) 
 DL3592
 DL3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9530023692(NAD 83)
 DL3592
 DL3592                          SUPERSEDED SURVEY CONTROL
 DL3592
 DL3592  NAVD 88 (08/06/09)  240.663  (m)          789.58   (f) SUPERSEDED  2 1
 DL3592
 DL3592.Superseded values are not recommended for survey control.
 DL3592
 DL3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3592.See file dsdata.pdf to determine how the superseded data were derived.
 DL3592
 DL3592_MARKER: DD = SURVEY DISK
 DL3592_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3592_SP_SET: BRIDGE PARAPET WALL
 DL3592_STAMPING: 9A011
 DL3592_MARK LOGO: WIDT
 DL3592_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL3592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3592+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2009
 DL3592
 DL3592  HISTORY     - Date     Condition        Report By
 DL3592  HISTORY     - 20090430 MONUMENTED       WIDT
 DL3592
 DL3592                          STATION DESCRIPTION
 DL3592
 DL3592'DESCRIBED BY WI DEPT OF TRANSP 2009
 DL3592'THE STATION IS LOCATED ABOUT 1 KM (0.6 MI) SOUTH OF BURLINGTON,
 DL3592'WISCONSIN.
 DL3592'
 DL3592'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 36 AND COUNTY HIGHWAY
 DL3592'P IN THE CITY OF BURLINGTON, GO EAST 0.7 KM (0.4 MI) NORTH STATE
 DL3592'HIGHWAY 36 BYPASS TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DL3592'WISCONSIN DEPARTMENT TRANSPORTATION GEODETIC CONTROL STATION DISK SET
 DL3592'IN THE TOP OF THE NORTHWEST END OF THE NORTH PARAPET WALL OF THE WEST
 DL3592'BOUND LANE OF STATE HIGHWAY 36 BYPASS, BRIDGE --B-51-100-- OVER THE
 DL3592'SPRING BROOK.  THE STATION IS 3.0 FT (0.9 M) ABOVE THE HIGHWAY
 DL3592'PAVEMENT,
 DL3592'
 DL3592'10 M (32.8 FT) NORTH OF THE CENTER LINE OF THE WEST BOUND LANES OF
 DL3592'STATE HIGHWAY 36 BYPASS AND 4 M (13.1 FT) EAST OF THE NORTHWEST END OF
 DL3592'THE NORTH PARAPET WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2197 ***********************************************************************
 DP2197  DESIGNATION -  9A013
 DP2197  PID         -  DP2197
 DP2197  STATE/COUNTY-  WI/KENOSHA
 DP2197  COUNTRY     -  US
 DP2197  USGS QUAD   -  STURTEVANT (2018)
 DP2197
 DP2197                         *CURRENT SURVEY CONTROL
 DP2197  ______________________________________________________________________
 DP2197* NAD 83(1986) POSITION- 42 38 27.3    (N) 087 57 21.5    (W)   HD_HELD2
 DP2197* NAVD 88 ORTHO HEIGHT -   226.474 (meters)      743.02  (feet) ADJUSTED
 DP2197  ______________________________________________________________________
 DP2197  GEOID HEIGHT    -        -34.683 (meters)                     GEOID18
 DP2197  DYNAMIC HEIGHT  -        226.405 (meters)      742.80  (feet) COMP
 DP2197  MODELED GRAVITY -    980,312.0   (mgal)                       NAVD 88
 DP2197
 DP2197  VERT ORDER      -  SECOND    CLASS I
 DP2197
 DP2197.The horizontal coordinates were established by autonomous hand held GPS
 DP2197.observations and have an estimated accuracy of +/- 10 meters.
 DP2197
 DP2197.The orthometric height was determined by differential leveling and
 DP2197.adjusted by the NATIONAL GEODETIC SURVEY
 DP2197.in April 2014.
 DP2197
 DP2197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2197.GEOID18 height accuracy estimate available here.
 DP2197
 DP2197.Click photographs - Photos may exist for this station.
 DP2197
 DP2197.The dynamic height is computed by dividing the NAVD 88
 DP2197.geopotential number by the normal gravity value computed on the
 DP2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2197.degrees latitude (g = 980.6199 gals.).
 DP2197
 DP2197.The modeled gravity was interpolated from observed gravity values.
 DP2197
 DP2197;                    North         East    Units  Estimated Accuracy
 DP2197;SPC WI S     -    73,255.      767,626.      MT  (+/- 10 meters HH2 GPS)
 DP2197
 DP2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2162721383(NAD 83)
 DP2197
 DP2197                          SUPERSEDED SURVEY CONTROL
 DP2197
 DP2197.No superseded survey control is available for this station.
 DP2197
 DP2197_MARKER: DD = SURVEY DISK
 DP2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2197_STAMPING: 9A013 2009
 DP2197_MARK LOGO: WIDT
 DP2197_PROJECTION: FLUSH
 DP2197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2197+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2014
 DP2197
 DP2197  HISTORY     - Date     Condition        Report By
 DP2197  HISTORY     - 2009     MONUMENTED       WIDT
 DP2197  HISTORY     - 20140111 GOOD             WIDT
 DP2197
 DP2197                          STATION DESCRIPTION
 DP2197
 DP2197'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2197'THE STATION IS LOCATED 11 MI (17.7 KM) SOUTHWEST OF RACINE, 8 MI (12.9
 DP2197'KM) NORTHWEST OF KENOSHA AND 6 MI (9.7 KM) SOUTHEAST OF UNION GROVE.
 DP2197'
 DP2197'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND US
 DP2197'HIGHWAY 41 WITH COUNTY HIGHWAY E (EXIT 339), GO WEST FOR 0.15 MI (0.2
 DP2197'KM) ON COUNTY HIGHWAY EAST TO WEST FRONTAGE ROAD.  TURN RIGHT AND GO
 DP2197'NORTH ON WEST FRONTAGE ROAD FOR 250 FT (76.2 M) TO THE STATION ON THE
 DP2197'RIGHT.
 DP2197'
 DP2197'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2197'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 50 CM (20
 DP2197'INCH) DIAMETER CONCRETE POST, ABOUT 1.0 M (3.3 FT) LOWER THAN THE WEST
 DP2197'FRONTAGE ROAD PAVEMENT.
 DP2197'
 DP2197'THE STATION IS 17.8 M (58.4 FT) EAST OF THE CENTERLINE OF THE CONCRETE
 DP2197'MEDIAN FOR WEST FRONTAGE ROAD, 18.8 M (61.7 FT) SOUTHEAST OF A -DO NOT
 DP2197'ENTER- SIGN, 9.3 M (30.5 FT) NORTHEAST OF A -40 MPH CURVE- SIGN, 2.8 M
 DP2197'(9.2 FT) SOUTHWEST OF A YELLOW RIGHT-OF-WAY POST AND LOCATED IN THE
 DP2197'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP2197'
 DP2197'NOTE-THERE ARE NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP2197'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4629 ***********************************************************************
 DQ4629  DESIGNATION -  9A015
 DQ4629  PID         -  DQ4629
 DQ4629  STATE/COUNTY-  WI/DANE
 DQ4629  COUNTRY     -  US
 DQ4629  USGS QUAD   -  MADISON WEST (2018)
 DQ4629
 DQ4629                         *CURRENT SURVEY CONTROL
 DQ4629  ______________________________________________________________________
 DQ4629* NAD 83(1986) POSITION- 43 02 06.40   (N) 089 23 33.86   (W)   HD_HELD1
 DQ4629* NAVD 88 ORTHO HEIGHT -   266.364 (meters)      873.90  (feet) ADJUSTED
 DQ4629  ______________________________________________________________________
 DQ4629  GEOID HEIGHT    -        -34.280 (meters)                     GEOID18
 DQ4629  DYNAMIC HEIGHT  -        266.293 (meters)      873.66  (feet) COMP
 DQ4629  MODELED GRAVITY -    980,348.5   (mgal)                       NAVD 88
 DQ4629
 DQ4629  VERT ORDER      -  SECOND    CLASS I
 DQ4629
 DQ4629.The horizontal coordinates were determined by differentially corrected
 DQ4629.hand held GPS observations or other comparable positioning techniques
 DQ4629.and have an estimated accuracy of +/- 3 meters.
 DQ4629
 DQ4629.The orthometric height was determined by differential leveling and
 DQ4629.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4629.in April 2017.
 DQ4629
 DQ4629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4629.GEOID18 height accuracy estimate available here.
 DQ4629
 DQ4629.Click photographs - Photos may exist for this station.
 DQ4629
 DQ4629.The dynamic height is computed by dividing the NAVD 88
 DQ4629.geopotential number by the normal gravity value computed on the
 DQ4629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4629.degrees latitude (g = 980.6199 gals.).
 DQ4629
 DQ4629.The modeled gravity was interpolated from observed gravity values.
 DQ4629
 DQ4629;                    North         East    Units  Estimated Accuracy
 DQ4629;SPC WI S     -   115,171.1     649,485.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4629
 DQ4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0507867492(NAD 83)
 DQ4629
 DQ4629                          SUPERSEDED SURVEY CONTROL
 DQ4629
 DQ4629.No superseded survey control is available for this station.
 DQ4629
 DQ4629_MARKER: DD = SURVEY DISK
 DQ4629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4629_STAMPING: 9A015 2010
 DQ4629_MARK LOGO: WIDT
 DQ4629_PROJECTION: FLUSH
 DQ4629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4629+STABILITY: SURFACE MOTION
 DQ4629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4629+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2015
 DQ4629
 DQ4629  HISTORY     - Date     Condition        Report By
 DQ4629  HISTORY     - 2010     MONUMENTED       WIDT
 DQ4629  HISTORY     - 20151118 GOOD             WIDT
 DQ4629
 DQ4629                          STATION DESCRIPTION
 DQ4629
 DQ4629'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4629'THE STATION IS LOCATED IN THE SOUTH PART OF THE CITY OF MADISON,
 DQ4629'APPROXIMATELY 5 MI (8.0 KM) WEST-NORTHWEST OF THE VILLAGE OF MCFARLAND
 DQ4629'AND 2.8 MI (4.5 KM) SOUTH OF THE WISCONSIN STATE CAPITOL BUILDING IN
 DQ4629'THE CITY OF MADISON.
 DQ4629'
 DQ4629'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY
 DQ4629'18 (BELTLINE HIGHWAY) WITH US HIGHWAY 14 (PARK STREET) (EXIT 261), IN
 DQ4629'THE SOUTHEAST QUADRANT OF THE INTERCHANGE.
 DQ4629'
 DQ4629'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4629'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4629'INCHES) DIAMETER CONCRETE POST.
 DQ4629'
 DQ4629'THE STATION IS 26.3 M (86.3 FT) NORTHEAST OF THE EDGE OF PAVEMENT OF
 DQ4629'THE ENTRY RAMP FOR US HIGHWAY 12 AND US HIGHWAY 18 (BELTLINE HIGHWAY),
 DQ4629'AT A POINT DIRECTLY ABOVE A CONCRETE CULVERT PIPE 0.7 M (2.3 FT) IN
 DQ4629'DIAMETER AND MARKED BY WHITE WITNESS POST, 24.7 M (81.0 FT) WEST OF
 DQ4629'THE EDGE OF PAVEMENT OF THE ENTRY RAMP FOR EASTBOUND US HIGHWAY 12 AND
 DQ4629'US HIGHWAY 18 (BELTLINE HIGHWAY), 5.8 M (19.0 FT) NORTH-NORTHEAST OF
 DQ4629'THE TOP-CENTER OF A TELECOMMUNICATIONS MANHOLE COVER THAT IS 0.85 M
 DQ4629'(2.8 FT) IN DIAMETER AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DQ4629'BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ4629'
 DQ4629'NOTE-THIS STATION HAS A THREE PHASE HIGH VOLTAGE POWER TRANSMISSION
 DQ4629'LINE TO THE NORTH EXTENDING TO BETWEEN 15 DEGREES AND 20 DEGREES ABOVE
 DQ4629'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP7610 ***********************************************************************
 DP7610  DESIGNATION -  9A016
 DP7610  PID         -  DP7610
 DP7610  STATE/COUNTY-  WI/MILWAUKEE
 DP7610  COUNTRY     -  US
 DP7610  USGS QUAD   -  HALES CORNERS (2018)
 DP7610
 DP7610                         *CURRENT SURVEY CONTROL
 DP7610  ______________________________________________________________________
 DP7610* NAD 83(1986) POSITION- 42 53 28.42   (N) 088 02 04.57   (W)   HD_HELD1
 DP7610* NAVD 88 ORTHO HEIGHT -   240.870 (meters)      790.25  (feet) ADJUSTED
 DP7610  ______________________________________________________________________
 DP7610  GEOID HEIGHT    -        -34.813 (meters)                     GEOID18
 DP7610  DYNAMIC HEIGHT  -        240.804 (meters)      790.04  (feet) COMP
 DP7610  MODELED GRAVITY -    980,338.8   (mgal)                       NAVD 88
 DP7610
 DP7610  VERT ORDER      -  SECOND    CLASS I
 DP7610
 DP7610.The horizontal coordinates were determined by differentially corrected
 DP7610.hand held GPS observations or other comparable positioning techniques
 DP7610.and have an estimated accuracy of +/- 3 meters.
 DP7610
 DP7610.The orthometric height was determined by differential leveling and
 DP7610.adjusted by the NATIONAL GEODETIC SURVEY
 DP7610.in July 2015.
 DP7610
 DP7610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7610.GEOID18 height accuracy estimate available here.
 DP7610
 DP7610.Click photographs - Photos may exist for this station.
 DP7610
 DP7610.The dynamic height is computed by dividing the NAVD 88
 DP7610.geopotential number by the normal gravity value computed on the
 DP7610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7610.degrees latitude (g = 980.6199 gals.).
 DP7610
 DP7610.The modeled gravity was interpolated from observed gravity values.
 DP7610
 DP7610;                    North         East    Units  Estimated Accuracy
 DP7610;SPC WI S     -   100,899.1     760,523.4     MT  (+/- 3 meters HH1 GPS) 
 DP7610
 DP7610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1552249255(NAD 83)
 DP7610
 DP7610                          SUPERSEDED SURVEY CONTROL
 DP7610
 DP7610.No superseded survey control is available for this station.
 DP7610
 DP7610_MARKER: DD = SURVEY DISK
 DP7610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7610_STAMPING: 9A016 2010
 DP7610_MARK LOGO: WIDT
 DP7610_PROJECTION: FLUSH
 DP7610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP7610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7610+STABILITY: SURFACE MOTION
 DP7610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7610+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2014
 DP7610
 DP7610  HISTORY     - Date     Condition        Report By
 DP7610  HISTORY     - 2010     MONUMENTED       WIDT
 DP7610  HISTORY     - 20141212 GOOD             WIDT
 DP7610
 DP7610                          STATION DESCRIPTION
 DP7610
 DP7610'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP7610'THE STATION IS LOCATED IN THE CITY OF FRANKLIN, APPROXIMATELY 8 MI
 DP7610'(12.9 KM) NORTHWEST OF CALEDONIA, 5 MI (8.0 KM) EAST OF MUSKEGO AND 3
 DP7610'MI (4.8 KM) SOUTH OF HALES CORNERS.
 DP7610'
 DP7610'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 DP7610'HIGHWAY 36 AND STATE HIGHWAY 100 IN THE CITY OF FRANKLIN, GO NORTHEAST
 DP7610'ON STATE HIGHWAY 36 (LOOMIS ROAD) FOR 0.25 MI (0.4 KM) TO THE STATION
 DP7610'ON THE LEFT, LOCATED WITHIN THE MEDIAN.
 DP7610'
 DP7610'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP7610'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41
 DP7610'CM) DIAMETER CONCRETE POST.  THE STATION IS 11.0 M (36.1 FT) NORTHWEST
 DP7610'OF THE CENTERLINE OF NORTHBOUND STATE HIGHWAY 36, 7.9 M (25.9 FT)
 DP7610'SOUTHEAST OF THE CENTERLINE OF SOUTHBOUND STATE HIGHWAY 36, 18 M (59.1
 DP7610'FT) NORTHEAST OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE -11011
 DP7610'LOOMIS ROAD- AND IS LOCATED IN BETWEEN TWO WHITE PLASTIC WITNESS
 DP7610'POSTS.
 DP7610'
 DP7610'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP7610'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE SOUTHEAST EXTENDING
 DP7610'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2196 ***********************************************************************
 DP2196  DESIGNATION -  9A017
 DP2196  PID         -  DP2196
 DP2196  STATE/COUNTY-  WI/KENOSHA
 DP2196  COUNTRY     -  US
 DP2196  USGS QUAD   -  PLEASANT PRAIRIE (2018)
 DP2196
 DP2196                         *CURRENT SURVEY CONTROL
 DP2196  ______________________________________________________________________
 DP2196* NAD 83(1986) POSITION- 42 34 35.9    (N) 087 57 07.8    (W)   HD_HELD2
 DP2196* NAVD 88 ORTHO HEIGHT -   218.889 (meters)      718.14  (feet) ADJUSTED
 DP2196  ______________________________________________________________________
 DP2196  GEOID HEIGHT    -        -34.630 (meters)                     GEOID18
 DP2196  DYNAMIC HEIGHT  -        218.822 (meters)      717.92  (feet) COMP
 DP2196  MODELED GRAVITY -    980,308.0   (mgal)                       NAVD 88
 DP2196
 DP2196  VERT ORDER      -  SECOND    CLASS I
 DP2196
 DP2196.The horizontal coordinates were established by autonomous hand held GPS
 DP2196.observations and have an estimated accuracy of +/- 10 meters.
 DP2196
 DP2196.The orthometric height was determined by differential leveling and
 DP2196.adjusted by the NATIONAL GEODETIC SURVEY
 DP2196.in April 2014.
 DP2196
 DP2196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2196.GEOID18 height accuracy estimate available here.
 DP2196
 DP2196.Click photographs - Photos may exist for this station.
 DP2196
 DP2196.The dynamic height is computed by dividing the NAVD 88
 DP2196.geopotential number by the normal gravity value computed on the
 DP2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2196.degrees latitude (g = 980.6199 gals.).
 DP2196
 DP2196.The modeled gravity was interpolated from observed gravity values.
 DP2196
 DP2196;                    North         East    Units  Estimated Accuracy
 DP2196;SPC WI S     -    66,125.      768,113.      MT  (+/- 10 meters HH2 GPS)
 DP2196
 DP2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2185914242(NAD 83)
 DP2196
 DP2196                          SUPERSEDED SURVEY CONTROL
 DP2196
 DP2196.No superseded survey control is available for this station.
 DP2196
 DP2196_MARKER: DD = SURVEY DISK
 DP2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2196_STAMPING: 9A017 2010
 DP2196_MARK LOGO: WIDT
 DP2196_PROJECTION: FLUSH
 DP2196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2196+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 DP2196
 DP2196  HISTORY     - Date     Condition        Report By
 DP2196  HISTORY     - 2010     MONUMENTED       WIDT
 DP2196  HISTORY     - 20140113 GOOD             WIDT
 DP2196
 DP2196                          STATION DESCRIPTION
 DP2196
 DP2196'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2196'THE STATION IS LOCATED 18 MI (29.0 KM) SOUTHEAST OF BURLINGTON, 7 MI
 DP2196'(11.3 KM) WEST OF KENOSHA AND 2 MI (3.2 KM) NORTHWEST OF PLEASANT
 DP2196'PRAIRIE.
 DP2196'
 DP2196'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND US
 DP2196'HIGHWAY 41 WITH STATE HIGHWAY 50 (EXIT 344), GO EAST ON STATE HIGHWAY
 DP2196'50 FOR 0.15 MI (0.2 KM) TO EAST FRONTAGE ROAD TURN LEFT AND GO NORTH
 DP2196'ON EAST FRONTAGE ROAD FOR 0.5 MI (0.8 KM) TO A CROSSROAD.  TURN LEFT
 DP2196'AND GO WEST FOR 0.1 MI (0.2 KM) TO A RIGHT CURVE IN THE ROAD CURVE
 DP2196'RIGHT AND CONTINUE NORTH ON 120TH AVENUE FOR 0.15 MI (0.2 KM) TO THE
 DP2196'STATION ON THE RIGHT.
 DP2196'
 DP2196'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2196'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2196'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE EAST FRONTAGE ROAD
 DP2196'PAVEMENT.
 DP2196'
 DP2196'THE STATION IS 19.2 M (63.0 FT) EAST OF THE CENTERLINE OF EAST
 DP2196'FRONTAGE ROAD 18.3 M (60.0 FT) NORTH OF A DECORATIVE WOODEN FENCE,
 DP2196'14.6 M (47.9 FT) NORTHEAST OF A TELEPHONE PEDESTAL -1865-, 9.3 M (30.5
 DP2196'FT) NORTHEAST OF A FIRE HYDRANT -2D16-, 8 M (26.2 FT) SOUTH OF A
 DP2196'GRAVEL PRIVATE ENTRANCE -6521- AND LOCATED IN THE CENTER OF A TRIANGLE
 DP2196'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP2196'
 DP2196'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST AND SOUTHEAST OF
 DP2196'THE STATION EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6302 ***********************************************************************
 DO6302  DESIGNATION -  9A019
 DO6302  PID         -  DO6302
 DO6302  STATE/COUNTY-  WI/BAYFIELD
 DO6302  COUNTRY     -  US
 DO6302  USGS QUAD   -  CORNUCOPIA (2018)
 DO6302
 DO6302                         *CURRENT SURVEY CONTROL
 DO6302  ______________________________________________________________________
 DO6302* NAD 83(1986) POSITION- 46 51 58.81   (N) 091 05 08.74   (W)   HD_HELD1
 DO6302* NAVD 88 ORTHO HEIGHT -   230.328 (meters)      755.67  (feet) ADJUSTED
 DO6302  ______________________________________________________________________
 DO6302  GEOID HEIGHT    -        -31.223 (meters)                     GEOID18
 DO6302  DYNAMIC HEIGHT  -        230.346 (meters)      755.73  (feet) COMP
 DO6302  MODELED GRAVITY -    980,686.9   (mgal)                       NAVD 88
 DO6302
 DO6302  VERT ORDER      -  SECOND    CLASS I
 DO6302
 DO6302.The horizontal coordinates were determined by differentially corrected
 DO6302.hand held GPS observations or other comparable positioning techniques
 DO6302.and have an estimated accuracy of +/- 3 meters.
 DO6302
 DO6302.The orthometric height was determined by differential leveling and
 DO6302.adjusted by the NATIONAL GEODETIC SURVEY
 DO6302.in February 2017.
 DO6302
 DO6302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6302.GEOID18 height accuracy estimate available here.
 DO6302
 DO6302.Click photographs - Photos may exist for this station.
 DO6302
 DO6302.The dynamic height is computed by dividing the NAVD 88
 DO6302.geopotential number by the normal gravity value computed on the
 DO6302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6302.degrees latitude (g = 980.6199 gals.).
 DO6302
 DO6302.The modeled gravity was interpolated from observed gravity values.
 DO6302
 DO6302;                    North         East    Units  Estimated Accuracy
 DO6302;SPC WI N     -   189,484.1     517,216.6     MT  (+/- 3 meters HH1 GPS) 
 DO6302
 DO6302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4589192089(NAD 83)
 DO6302
 DO6302                          SUPERSEDED SURVEY CONTROL
 DO6302
 DO6302  NAVD 88 (07/25/13)  230.344  (m)          755.72   (f) SUPERSEDED  2 1
 DO6302
 DO6302.Superseded values are not recommended for survey control.
 DO6302
 DO6302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6302.See file dsdata.pdf to determine how the superseded data were derived.
 DO6302
 DO6302_MARKER: DB = BENCH MARK DISK
 DO6302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6302_STAMPING: 9A019
 DO6302_MARK LOGO: WIDT
 DO6302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6302+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2014
 DO6302
 DO6302  HISTORY     - Date     Condition        Report By
 DO6302  HISTORY     - 2012     MONUMENTED       WIDT
 DO6302  HISTORY     - 20120629 GOOD             WIDT
 DO6302  HISTORY     - 20141014 GOOD             WIDT
 DO6302
 DO6302                          STATION DESCRIPTION
 DO6302
 DO6302'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6302'THE STATION IS LOCATED 13.1 MI (21.1 KM) WEST-NORTHWEST OF BAYFIELD,
 DO6302'8.7 MI (14.0 KM) EAST-NORTHEAST OF HERBSTER AND 1.2 MI (1.9 KM)
 DO6302'NORTHEAST OF CORNUCOPIA.
 DO6302'
 DO6302'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6302'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6302'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO NORTHEAST THEN
 DO6302'EAST ON STATE HIGHWAY 13 FOR 1.1 MI (1.8 KM) TO WEST SPIRIT POINT ROAD
 DO6302'ON THE LEFT.  TURN LEFT AND GO NORTH ON WEST SPIRIT POINT ROAD FOR
 DO6302'0.25 MI (0.4 KM) TO RECYCLING DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 DO6302'EAST ON RECYCLING DRIVE FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 DO6302'LEFT, LOCATED NORTH OF THE TOWN RECYCLING CENTER BUILDING, WHICH IS A
 DO6302'BROWN STEEL BUILDING WITH WHITE TRIM.  THE STATION IS A BRONZE
 DO6302'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DO6302'DISK SET IN THE TOP OF THE NORTH SIDE OF THE 12 FT (3.7 M) DEEP,
 DO6302'36-INCH DIAMETER CONCRETE BASE OF THE CORS STATION PILLAR.
 DO6302'
 DO6302'THE STATION IS 63.5 FT (19.4 M) EAST OF THE EDGE OF GRAVEL OF AN
 DO6302'ACCESS ROAD TO THE SEWAGE LAGOONS, 98.5 FT (30.0 M) NORTH OF THE
 DO6302'NORTHWEST CORNER OF THE TOWN RECYCLING CENTER BUILDING AND ABOUT 1.5
 DO6302'FT (0.5 M) ABOVE GRADE.
 DO6302
 DO6302                          STATION RECOVERY (2014)
 DO6302
 DO6302'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DO6302'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6300 ***********************************************************************
 DO6300  DESIGNATION -  9A020
 DO6300  PID         -  DO6300
 DO6300  STATE/COUNTY-  WI/ASHLAND
 DO6300  COUNTRY     -  US
 DO6300  USGS QUAD   -  ASHLAND WEST (2018)
 DO6300
 DO6300                         *CURRENT SURVEY CONTROL
 DO6300  ______________________________________________________________________
 DO6300* NAD 83(1986) POSITION- 46 33 07.67   (N) 090 54 50.39   (W)   HD_HELD1
 DO6300* NAVD 88 ORTHO HEIGHT -   250.786 (meters)      822.79  (feet) ADJUSTED
 DO6300  ______________________________________________________________________
 DO6300  GEOID HEIGHT    -        -31.475 (meters)                     GEOID18
 DO6300  DYNAMIC HEIGHT  -        250.793 (meters)      822.81  (feet) COMP
 DO6300  MODELED GRAVITY -    980,635.2   (mgal)                       NAVD 88
 DO6300
 DO6300  VERT ORDER      -  SECOND    CLASS I
 DO6300
 DO6300.The horizontal coordinates were determined by differentially corrected
 DO6300.hand held GPS observations or other comparable positioning techniques
 DO6300.and have an estimated accuracy of +/- 3 meters.
 DO6300
 DO6300.The orthometric height was determined by differential leveling and
 DO6300.adjusted by the NATIONAL GEODETIC SURVEY
 DO6300.in February 2017.
 DO6300
 DO6300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6300.GEOID18 height accuracy estimate available here.
 DO6300
 DO6300.Click photographs - Photos may exist for this station.
 DO6300
 DO6300.The dynamic height is computed by dividing the NAVD 88
 DO6300.geopotential number by the normal gravity value computed on the
 DO6300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6300.degrees latitude (g = 980.6199 gals.).
 DO6300
 DO6300.The modeled gravity was interpolated from observed gravity values.
 DO6300
 DO6300;                    North         East    Units  Estimated Accuracy
 DO6300;SPC WI N     -   154,393.1     529,910.1     MT  (+/- 3 meters HH1 GPS) 
 DO6300
 DO6300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5990857509(NAD 83)
 DO6300
 DO6300                          SUPERSEDED SURVEY CONTROL
 DO6300
 DO6300  NAVD 88 (07/25/13)  250.801  (m)          822.84   (f) SUPERSEDED  2 1
 DO6300
 DO6300.Superseded values are not recommended for survey control.
 DO6300
 DO6300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6300.See file dsdata.pdf to determine how the superseded data were derived.
 DO6300
 DO6300_MARKER: DB = BENCH MARK DISK
 DO6300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6300_STAMPING: 9A020
 DO6300_MARK LOGO: WIDT
 DO6300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6300+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2012
 DO6300
 DO6300  HISTORY     - Date     Condition        Report By
 DO6300  HISTORY     - 2012     MONUMENTED       WIDT
 DO6300  HISTORY     - 20121011 GOOD             WIDT
 DO6300
 DO6300                          STATION DESCRIPTION
 DO6300
 DO6300'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6300'THE STATION IS LOCATED ABOUT 15.7 MI (25.3 KM) NORTHEAST OF GRAND
 DO6300'VIEW, 8.2 MI (13.2 KM) SOUTH OF WASHBURN, AND AT THE JOHN F KENNEDY
 DO6300'MEMORIAL AIRPORT ABOUT 3 MI (4.8 KM) SOUTH-SOUTHWEST OF THE CITY OF
 DO6300'ASHLAND.
 DO6300'
 DO6300'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 2 (LAKESHORE
 DO6300'DRIVE) WITH STATE HIGHWAY 112 (SANBORN AVENUE) IN THE WEST PART OF THE
 DO6300'CITY OF ASHLAND, GO SOUTH ON STATE HIGHWAY 112(SANBORN AVE) FOR 2.1 MI
 DO6300'(3.4 KM) TO COUNTY HIGHWAY K AND THE ENTRANCE TO THE JOHN F KENNEDY
 DO6300'MEMORIAL AIRPORT ON THE RIGHT.  TURN RIGHT AND GO WEST ON COUNTY
 DO6300'HIGHWAY K FOR 0.4 MI (0.6 KM) TO THE MAIN AIRPORT TERMINAL BUILDING
 DO6300'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DO6300'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DO6300'IN THE TOP OF THE NORTH SIDE OF THE 12 FT (3.7 M) DEEP, 36-INCH
 DO6300'DIAMETER CONCRETE BASE OF THE CORS STATION PILLAR.
 DO6300'
 DO6300'THE STATION IS 12 FT (3.7 M) EAST OF THE EDGE OF PAVEMENT OF THE
 DO6300'PARKING LOT, 33.5 FT (10.2 M) SOUTH OF A 15 INCH (38 CM) CORRUGATED
 DO6300'METAL PIPE, 92.8 FT (28.3 M) EAST OF THE SOUTHEAST CORNER OF A LOG
 DO6300'CABIN STRUCTURE WHICH SERVES AS THE MAIN AIRPORT TERMINAL BUILDING,
 DO6300'AND ABOUT 1 FT (0.3 M) ABOVE GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6298 ***********************************************************************
 DO6298  DESIGNATION -  9A021
 DO6298  PID         -  DO6298
 DO6298  STATE/COUNTY-  WI/BAYFIELD
 DO6298  COUNTRY     -  US
 DO6298  USGS QUAD   -  CABLE (2019)
 DO6298
 DO6298                         *CURRENT SURVEY CONTROL
 DO6298  ______________________________________________________________________
 DO6298* NAD 83(1986) POSITION- 46 12 23.74   (N) 091 17 29.91   (W)   HD_HELD1
 DO6298* NAVD 88 ORTHO HEIGHT -   417.138 (meters)     1368.56  (feet) ADJUSTED
 DO6298  ______________________________________________________________________
 DO6298  GEOID HEIGHT    -        -28.850 (meters)                     GEOID18
 DO6298  DYNAMIC HEIGHT  -        417.150 (meters)     1368.60  (feet) COMP
 DO6298  MODELED GRAVITY -    980,630.4   (mgal)                       NAVD 88
 DO6298
 DO6298  VERT ORDER      -  SECOND    CLASS I
 DO6298
 DO6298.The horizontal coordinates were determined by differentially corrected
 DO6298.hand held GPS observations or other comparable positioning techniques
 DO6298.and have an estimated accuracy of +/- 3 meters.
 DO6298
 DO6298.The orthometric height was determined by differential leveling and
 DO6298.adjusted by the NATIONAL GEODETIC SURVEY
 DO6298.in February 2017.
 DO6298
 DO6298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6298.GEOID18 height accuracy estimate available here.
 DO6298
 DO6298.Click photographs - Photos may exist for this station.
 DO6298
 DO6298.The dynamic height is computed by dividing the NAVD 88
 DO6298.geopotential number by the normal gravity value computed on the
 DO6298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6298.degrees latitude (g = 980.6199 gals.).
 DO6298
 DO6298.The modeled gravity was interpolated from observed gravity values.
 DO6298
 DO6298;                    North         East    Units  Estimated Accuracy
 DO6298;SPC WI N     -   116,392.7     500,328.0     MT  (+/- 3 meters HH1 GPS) 
 DO6298
 DO6298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3178818420(NAD 83)
 DO6298
 DO6298                          SUPERSEDED SURVEY CONTROL
 DO6298
 DO6298  NAVD 88 (07/25/13)  417.138  (m)         1368.56   (f) SUPERSEDED  2 1
 DO6298
 DO6298.Superseded values are not recommended for survey control.
 DO6298
 DO6298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6298.See file dsdata.pdf to determine how the superseded data were derived.
 DO6298
 DO6298_MARKER: DB = BENCH MARK DISK
 DO6298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6298_STAMPING: 9A021
 DO6298_MARK LOGO: WIDT
 DO6298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6298+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DO6298
 DO6298  HISTORY     - Date     Condition        Report By
 DO6298  HISTORY     - 2012     MONUMENTED       WIDT
 DO6298  HISTORY     - 20120827 GOOD             WIDT
 DO6298
 DO6298                          STATION DESCRIPTION
 DO6298
 DO6298'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6298'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH OF DRUMMOND, 6.8
 DO6298'MI (10.9 KM) NORTH-NORTHEAST OF SEELEY AND IN THE COMMUNITY OF CABLE.
 DO6298'
 DO6298'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 63 WITH COUNTY
 DO6298'HIGHWAY M IN THE COMMUNITY OF CABLE, GO EAST ON COUNTY HIGHWAY M FOR
 DO6298'0.2 MI (0.3 KM) TO RANDYSEK ROAD.  TURN RIGHT AND GO SOUTH ON RANDYSEK
 DO6298'ROAD FOR 450 FT (137.2 M) TO THE ENTRANCE TO THE CABLE COMMUNITY
 DO6298'SERVICES BUILDING -43395 RANDYSEK ROAD-.  TURN RIGHT AND GO WEST ALONG
 DO6298'THE DRIVEWAY FOR 250 FT (76.2 M) TO THE STATION ON THE LEFT.
 DO6298'
 DO6298'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6298'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH SIDE
 DO6298'OF THE 12 FT (3.7 M) DEEP, 36-INCH DIAMETER CONCRETE BASE OF THE CORS
 DO6298'STATION PILLAR.
 DO6298'
 DO6298'THE STATION IS 17.5 FT (5.3 M) SOUTH OF THE EDGE OF PAVEMENT OF THE
 DO6298'DRIVEWAY, 29.3 FT (8.9 M) EAST OF THE EDGE OF PAVEMENT OF HELICOPTER
 DO6298'LANDING ZONE(PARKING AREA), AND ABOUT 1.5 FT (0.5 M) ABOVE GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6296 ***********************************************************************
 DO6296  DESIGNATION -  9A022
 DO6296  PID         -  DO6296
 DO6296  STATE/COUNTY-  WI/ASHLAND
 DO6296  COUNTRY     -  US
 DO6296  USGS QUAD   -  GLIDDEN (2018)
 DO6296
 DO6296                         *CURRENT SURVEY CONTROL
 DO6296  ______________________________________________________________________
 DO6296* NAD 83(1986) POSITION- 46 07 45.12   (N) 090 34 51.23   (W)   HD_HELD1
 DO6296* NAVD 88 ORTHO HEIGHT -   468.950 (meters)     1538.55  (feet) ADJUSTED
 DO6296  ______________________________________________________________________
 DO6296  GEOID HEIGHT    -        -30.549 (meters)                     GEOID18
 DO6296  DYNAMIC HEIGHT  -        468.936 (meters)     1538.50  (feet) COMP
 DO6296  MODELED GRAVITY -    980,571.3   (mgal)                       NAVD 88
 DO6296
 DO6296  VERT ORDER      -  SECOND    CLASS I
 DO6296
 DO6296.The horizontal coordinates were determined by differentially corrected
 DO6296.hand held GPS observations or other comparable positioning techniques
 DO6296.and have an estimated accuracy of +/- 3 meters.
 DO6296
 DO6296.The orthometric height was determined by differential leveling and
 DO6296.adjusted by the NATIONAL GEODETIC SURVEY
 DO6296.in February 2017.
 DO6296
 DO6296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6296.GEOID18 height accuracy estimate available here.
 DO6296
 DO6296.Click photographs - Photos may exist for this station.
 DO6296
 DO6296.The dynamic height is computed by dividing the NAVD 88
 DO6296.geopotential number by the normal gravity value computed on the
 DO6296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6296.degrees latitude (g = 980.6199 gals.).
 DO6296
 DO6296.The modeled gravity was interpolated from observed gravity values.
 DO6296
 DO6296;                    North         East    Units  Estimated Accuracy
 DO6296;SPC WI N     -   107,144.2     555,109.5     MT  (+/- 3 meters HH1 GPS) 
 DO6296
 DO6296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8687811247(NAD 83)
 DO6296
 DO6296                          SUPERSEDED SURVEY CONTROL
 DO6296
 DO6296  NAVD 88 (07/25/13)  468.950  (m)         1538.55   (f) SUPERSEDED  2 1
 DO6296
 DO6296.Superseded values are not recommended for survey control.
 DO6296
 DO6296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6296.See file dsdata.pdf to determine how the superseded data were derived.
 DO6296
 DO6296_MARKER: DB = BENCH MARK DISK
 DO6296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6296_STAMPING: 9A022
 DO6296_MARK LOGO: WIDT
 DO6296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6296+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2012
 DO6296
 DO6296  HISTORY     - Date     Condition        Report By
 DO6296  HISTORY     - 2012     MONUMENTED       WIDT
 DO6296  HISTORY     - 20121028 GOOD             WIDT
 DO6296
 DO6296                          STATION DESCRIPTION
 DO6296
 DO6296'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6296'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTH-NORTHWEST OF PARK
 DO6296'FALLS, 13.6 MI (21.9 KM) SOUTH-SOUTHEAST OF MELLEN AND IN THE
 DO6296'COMMUNITY OF GLIDDEN.
 DO6296'
 DO6296'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DO6296'HIGHWAY 77 IN THE CITY OF MELLEN, GO SOUTH ON STATE HIGHWAY 13 FOR
 DO6296'15.7 MI (25.3 KM) TO COUNTY HIGHWAY N (GRANT STREET) IN THE COMMUNITY
 DO6296'OF GLIDDEN.  TURN RIGHT AND GO SOUTH ON GRANT STREET FOR 670 FT (204.2
 DO6296'M) TO PARK STREET.  TURN RIGHT AND GO WEST ON PARK STREET 560 FT
 DO6296'(170.7 M) TO YORK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON YORK
 DO6296'ROAD FOR 0.1 MI (0.2 KM) TO THE TOWN OF JACOBS MUNICIPAL GARAGE -746
 DO6296'YORK ROAD- ON THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS
 DO6296'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DO6296'CONTROL STATION DISK SET IN THE TOP OF THE SOUTH SIDE OF THE 12 FT
 DO6296'(3.7 M) DEEP, 36-INCH DIAMETER CONCRETE BASE OF THE CORS STATION
 DO6296'PILLAR.
 DO6296'
 DO6296'THE STATION IS 104.6 FT (31.9 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 DO6296'TOWN OF JACOBS MUNICIPAL BUILDING, 211 FT (64.3 M) WEST OF THE
 DO6296'CENTERLINE OF YORK ROAD, 155.5 FT (47.4 M) WEST-SOUTHWEST OF POWER
 DO6296'POLE NUMBER 11-3-93/41 AND ABOUT 1.5 FT (0.5 M) ABOVE GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5343 ***********************************************************************
 DQ5343  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5343  DESIGNATION -  9A023
 DQ5343  PID         -  DQ5343
 DQ5343  STATE/COUNTY-  WI/WAUKESHA
 DQ5343  COUNTRY     -  US
 DQ5343  USGS QUAD   -  LITTLE PRAIRIE (2018)
 DQ5343
 DQ5343                         *CURRENT SURVEY CONTROL
 DQ5343  ______________________________________________________________________
 DQ5343* NAD 83(2011) POSITION- 42 51 01.12317(N) 088 32 29.36250(W)   ADJUSTED
 DQ5343* NAD 83(2011) ELLIP HT-   250.855 (meters)        (08/17/17)   ADJUSTED
 DQ5343* NAD 83(2011) EPOCH   -  2010.00
 DQ5343* NAVD 88 ORTHO HEIGHT -   285.08  (meters)      935.3   (feet) GPS OBS
 DQ5343  ______________________________________________________________________
 DQ5343  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5343  GEOID HEIGHT    -        -34.220 (meters)                     GEOID12B
 DQ5343  GEOID HEIGHT    -        -34.222 (meters)                     GEOID18
 DQ5343  NAD 83(2011) X  -    119,208.446 (meters)                     COMP
 DQ5343  NAD 83(2011) Y  - -4,681,944.938 (meters)                     COMP
 DQ5343  NAD 83(2011) Z  -  4,315,495.857 (meters)                     COMP
 DQ5343  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 DQ5343
 DQ5343  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5343  Standards:
 DQ5343         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5343            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5343  -------------------------------------------------------------------
 DQ5343  NETWORK    0.37   0.65           0.17   0.13   0.33     -0.01323697
 DQ5343  -------------------------------------------------------------------
 DQ5343  Click here for local accuracies and other accuracy information.
 DQ5343
 DQ5343.The horizontal coordinates were established by GPS observations
 DQ5343.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DQ5343
 DQ5343.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5343.been affixed to the stable North American tectonic plate. See 
 DQ5343.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5343
 DQ5343.The horizontal coordinates are valid at the epoch date displayed above
 DQ5343.which is a decimal equivalence of Year/Month/Day.
 DQ5343
 DQ5343.The orthometric height was determined by GPS observations and a
 DQ5343.high-resolution geoid model using precise GPS observation and
 DQ5343.processing techniques.
 DQ5343
 DQ5343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5343.GEOID18 height accuracy estimate available here.
 DQ5343
 DQ5343.Click photographs - Photos may exist for this station.
 DQ5343
 DQ5343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5343
 DQ5343.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5343
 DQ5343.The ellipsoidal height was determined by GPS observations
 DQ5343.and is referenced to NAD 83.
 DQ5343
 DQ5343. The following values were computed from the NAD 83(2011) position.
 DQ5343
 DQ5343;                    North         East     Units Scale Factor Converg.
 DQ5343;SPC WI S     -    95,504.583   719,207.995   MT  0.99997847   +1 00 07.7
 DQ5343;SPC WI S     -   313,334.62  2,359,601.56   sFT  0.99997847   +1 00 07.7
 DQ5343;UTM  16      - 4,745,344.818   374,049.990   MT  0.99979516   -1 02 54.5
 DQ5343
 DQ5343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5343!SPC WI S     -   0.99996066  x   0.99997847  =   0.99993913
 DQ5343!UTM  16      -   0.99996066  x   0.99979516  =   0.99975583
 DQ5343
 DQ5343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7404945344(NAD 83)
 DQ5343
 DQ5343                          SUPERSEDED SURVEY CONTROL
 DQ5343
 DQ5343.No superseded survey control is available for this station.
 DQ5343
 DQ5343_MARKER: DD = SURVEY DISK
 DQ5343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5343_STAMPING: 9A023 2012
 DQ5343_MARK LOGO: WIDT
 DQ5343_PROJECTION: FLUSH
 DQ5343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5343+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2016
 DQ5343
 DQ5343  HISTORY     - Date     Condition        Report By
 DQ5343  HISTORY     - 2012     MONUMENTED       WIDT
 DQ5343  HISTORY     - 20160622 GOOD             WIDT
 DQ5343
 DQ5343                          STATION DESCRIPTION
 DQ5343
 DQ5343'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5343'THE STATION IS 9 MI (14.5 KM) EAST OF WHITEWATER, 4 MI (6.4 KM)
 DQ5343'SOUTHWEST OF EAGLE AND 3 MI (4.8 KM) SOUTHEAST OF PALMYRA.
 DQ5343'
 DQ5343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH COUNTY
 DQ5343'HIGHWAY Z ABOUT 2.5 MI (4.0 KM) EAST OF THE VILLAGE OF PALMYRA, GO
 DQ5343'SOUTH ON COUNTY HIGHWAY Z FOR 2.0 MI (3.2 KM) TO COUNTY HIGHWAY NN ON
 DQ5343'THE LEFT AND LITTLE PRAIRIE ROAD ON THE RIGHT.  CONTINUE SOUTH ON
 DQ5343'COUNTY HIGHWAY Z FOR 0.1 MI (0.2 KM) TO CONNOR DRIVE ON THE LEFT AND
 DQ5343'THE STATION ON THE LEFT.
 DQ5343'
 DQ5343'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5343'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ5343'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DQ5343'THE STATION IS 15 M (49.2 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DQ5343'Z, 18 M (59.1 FT) NORTH OF THE CENTERLINE OF CONNOR DRIVE, 24 M (78.7
 DQ5343'FT) EAST OF A TELEPHONE PEDESTAL -4C 36B 20T- AND POWER POLE
 DQ5343'-71-14548/50-2-, 11 M (36.1 FT) NORTH OF THE NORTH END OF A 15-INCH
 DQ5343'(38 CM) DIAMETER CORRUGATED METAL CULVERT PIPE AND 0.3 M (1.0 FT)
 DQ5343'SOUTH OF A WHITE PLASTIC WITNESS POST.
 DQ5343'
 DQ5343'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5343'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4494 ***********************************************************************
 DQ4494  DESIGNATION -  9A025
 DQ4494  PID         -  DQ4494
 DQ4494  STATE/COUNTY-  WI/WAUKESHA
 DQ4494  COUNTRY     -  US
 DQ4494  USGS QUAD   -  HARTLAND (2018)
 DQ4494
 DQ4494                         *CURRENT SURVEY CONTROL
 DQ4494  ______________________________________________________________________
 DQ4494* NAD 83(1986) POSITION- 43 00 01.69   (N) 088 15 20.67   (W)   HD_HELD1
 DQ4494* NAVD 88 ORTHO HEIGHT -   257.788 (meters)      845.76  (feet) ADJUSTED
 DQ4494  ______________________________________________________________________
 DQ4494  GEOID HEIGHT    -        -34.695 (meters)                     GEOID18
 DQ4494  DYNAMIC HEIGHT  -        257.716 (meters)      845.52  (feet) COMP
 DQ4494  MODELED GRAVITY -    980,337.3   (mgal)                       NAVD 88
 DQ4494
 DQ4494  VERT ORDER      -  SECOND    CLASS I
 DQ4494
 DQ4494.The horizontal coordinates were determined by differentially corrected
 DQ4494.hand held GPS observations or other comparable positioning techniques
 DQ4494.and have an estimated accuracy of +/- 3 meters.
 DQ4494
 DQ4494.The orthometric height was determined by differential leveling and
 DQ4494.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4494.in March 2017.
 DQ4494
 DQ4494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4494.GEOID18 height accuracy estimate available here.
 DQ4494
 DQ4494.Click photographs - Photos may exist for this station.
 DQ4494
 DQ4494.The dynamic height is computed by dividing the NAVD 88
 DQ4494.geopotential number by the normal gravity value computed on the
 DQ4494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4494.degrees latitude (g = 980.6199 gals.).
 DQ4494
 DQ4494.The modeled gravity was interpolated from observed gravity values.
 DQ4494
 DQ4494;                    North         East    Units  Estimated Accuracy
 DQ4494;SPC WI S     -   112,630.1     742,210.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4494
 DQ4494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9764661631(NAD 83)
 DQ4494
 DQ4494                          SUPERSEDED SURVEY CONTROL
 DQ4494
 DQ4494.No superseded survey control is available for this station.
 DQ4494
 DQ4494_MARKER: DD = SURVEY DISK
 DQ4494_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ4494_SP_SET: BRIDGE ABUTMENT
 DQ4494_STAMPING: 9A025 2013
 DQ4494_MARK LOGO: WIDT
 DQ4494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4494+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2016
 DQ4494
 DQ4494  HISTORY     - Date     Condition        Report By
 DQ4494  HISTORY     - 2013     MONUMENTED       WIDT
 DQ4494  HISTORY     - 20160706 GOOD             WIDT
 DQ4494
 DQ4494                          STATION DESCRIPTION
 DQ4494
 DQ4494'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4494'THE STATION IS LOCATED IN THE CITY OF WAUKESHA, ABOUT 7 MI (11.3 KM)
 DQ4494'WEST OF NEW BERLIN AND 6 MI (9.7 KM) EAST OF WALES.
 DQ4494'
 DQ4494'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 (LES PAUL
 DQ4494'PARKWAY) WITH COUNTY HIGHWAY X (GENESEE ROAD), ABOUT 3 MI (4.8 KM)
 DQ4494'SOUTHWEST OF THE CITY OF WAUKESHA, GO NORTHEAST ON COUNTY HIGHWAY X
 DQ4494'(GENESEE ROAD) FOR 0.7 MI (1.1 KM) TO SUNSET DRIVE (GENESEE ROAD
 DQ4494'BECOMES KNOWN AS STREET.  PAUL AVENUE).  CONTINUE NORTHEAST ON COUNTY
 DQ4494'HIGHWAY X (ST.  PAUL AVENUE) FOR 0.95 MI (1.53 KM) TO A LARGE BRIDGE
 DQ4494'OVER THE WISCONSIN AND SOUTHERN RAILROAD TRACKS AND THE STATION ON THE
 DQ4494'LEFT, LOCATED IN THE NORTH MEDIAN ABUTMENT OF THE BRIDGE.
 DQ4494'
 DQ4494'THE STATION IS 6.2 M (20.3 FT) NORTHWEST OF THE CENTERLINE OF
 DQ4494'NORTHBOUND COUNTY HIGHWAY X (ST.  PAUL AVENUE), 6.3 M (20.7 FT)
 DQ4494'SOUTHEAST OF THE CENTERLINE OF SOUTHBOUND COUNTY HIGHWAY X (ST.  PAUL
 DQ4494'AVENUE), 18.4 M (60.4 FT) SOUTH-SOUTHWEST OF A -LEFT TURN LANE- SIGN
 DQ4494'AND 2.8 M (9.2 FT) NORTHEAST OF A TIGER BOARD SIGN.
 DQ4494'
 DQ4494'NOTE-NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE WEST OF THE
 DQ4494'STATION EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DQ4494'
 DQ4494'NOTE-THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4494'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE CENTER
 DQ4494'OF THE NORTH CONCRETE MEDIAN ABUTMENT OF THE COUNTY HIGHWAY X (ST.
 DQ4494'PAUL AVENUE) BRIDGE OVER THE WISCONSIN AND SOUTHERN RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5347 ***********************************************************************
 DQ5347  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5347  DESIGNATION -  9A026
 DQ5347  PID         -  DQ5347
 DQ5347  STATE/COUNTY-  WI/BARRON
 DQ5347  COUNTRY     -  US
 DQ5347  USGS QUAD   -  HAUGEN (2018)
 DQ5347
 DQ5347                         *CURRENT SURVEY CONTROL
 DQ5347  ______________________________________________________________________
 DQ5347* NAD 83(2011) POSITION- 45 32 57.12899(N) 091 45 56.06280(W)   ADJUSTED
 DQ5347* NAD 83(2011) ELLIP HT-   325.241 (meters)        (10/12/16)   ADJUSTED
 DQ5347* NAD 83(2011) EPOCH   -  2010.00
 DQ5347* NAVD 88 ORTHO HEIGHT -   355.38  (meters)     1165.9   (feet) GPS OBS
 DQ5347  ______________________________________________________________________
 DQ5347  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5347  GEOID HEIGHT    -        -30.133 (meters)                     GEOID12B
 DQ5347  GEOID HEIGHT    -        -30.133 (meters)                     GEOID18
 DQ5347  NAD 83(2011) X  -   -137,858.724 (meters)                     COMP
 DQ5347  NAD 83(2011) Y  - -4,472,328.689 (meters)                     COMP
 DQ5347  NAD 83(2011) Z  -  4,530,532.603 (meters)                     COMP
 DQ5347  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 DQ5347
 DQ5347  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5347  Standards:
 DQ5347         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5347            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5347  -------------------------------------------------------------------
 DQ5347  NETWORK    0.51   0.76           0.23   0.18   0.39      0.04755824
 DQ5347  -------------------------------------------------------------------
 DQ5347  Click here for local accuracies and other accuracy information.
 DQ5347
 DQ5347.The horizontal coordinates were established by GPS observations
 DQ5347.and adjusted by the WI DEPT OF TRANSP in October 2016.
 DQ5347
 DQ5347.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5347.been affixed to the stable North American tectonic plate. See 
 DQ5347.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5347
 DQ5347.The horizontal coordinates are valid at the epoch date displayed above
 DQ5347.which is a decimal equivalence of Year/Month/Day.
 DQ5347
 DQ5347.The orthometric height was determined by GPS observations and a
 DQ5347.high-resolution geoid model using precise GPS observation and
 DQ5347.processing techniques.
 DQ5347
 DQ5347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5347.GEOID18 height accuracy estimate available here.
 DQ5347
 DQ5347.Click photographs - Photos may exist for this station.
 DQ5347
 DQ5347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5347
 DQ5347.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5347
 DQ5347.The ellipsoidal height was determined by GPS observations
 DQ5347.and is referenced to NAD 83.
 DQ5347
 DQ5347. The following values were computed from the NAD 83(2011) position.
 DQ5347
 DQ5347;                    North         East     Units Scale Factor Converg.
 DQ5347;SPC WI C     -   192,172.807   462,135.994   MT  1.00000974   -1 14 44.7
 DQ5347;SPC WI C     -   630,486.95  1,516,191.17   sFT  1.00000974   -1 14 44.7
 DQ5347;UTM  15      - 5,044,703.821   596,357.666   MT  0.99971415   +0 52 52.6
 DQ5347
 DQ5347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5347!SPC WI C     -   0.99994901  x   1.00000974  =   0.99995875
 DQ5347!UTM  15      -   0.99994901  x   0.99971415  =   0.99966318
 DQ5347
 DQ5347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9635744703(NAD 83)
 DQ5347
 DQ5347                          SUPERSEDED SURVEY CONTROL
 DQ5347
 DQ5347.No superseded survey control is available for this station.
 DQ5347
 DQ5347_MARKER: DD = SURVEY DISK
 DQ5347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5347_STAMPING: 9A026 2012
 DQ5347_MARK LOGO: WIDT
 DQ5347_PROJECTION: FLUSH
 DQ5347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5347+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2016
 DQ5347
 DQ5347  HISTORY     - Date     Condition        Report By
 DQ5347  HISTORY     - 2012     MONUMENTED       WIDT
 DQ5347  HISTORY     - 20160824 GOOD             WIDT
 DQ5347
 DQ5347                          STATION DESCRIPTION
 DQ5347
 DQ5347'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5347'THE STATION IS 12 MI (19.3 KM) EAST OF CUMBERLAND, 4 MI (6.6 KM) SOUTH
 DQ5347'OF HAUGEN AND 3 MI (4.8 KM) NORTH OF RICE LAKE.
 DQ5347'
 DQ5347'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DQ5347'HIGHWAY 48 (EXIT 143) IN THE CITY OF RICE LAKE, GO WEST ON STATE
 DQ5347'HIGHWAY 48 FOR 0.2 MI (0.3 KM) TO 19TH STREET.  TURN RIGHT AND GO
 DQ5347'NORTH ON 19TH STREET FOR 2.5 MI (4.0 KM) TO 23 1/2 AVENUE.  CONTINUE
 DQ5347'NORTH ON 19TH STREET FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT.
 DQ5347'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5347'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ5347'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ5347'STATION IS 10.8 M (35.4 FT) WEST OF THE CENTERLINE OF 19TH STREET, 12
 DQ5347'M (39.4 FT) NORTH OF THE CENTER OF A PRIVATE ENTRANCE DRIVEWAY AND IS
 DQ5347'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ5347'WITNESS POSTS.
 DQ5347'
 DQ5347'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5347'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5341 ***********************************************************************
 DQ5341  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5341  DESIGNATION -  9A027
 DQ5341  PID         -  DQ5341
 DQ5341  STATE/COUNTY-  WI/BARRON
 DQ5341  COUNTRY     -  US
 DQ5341  USGS QUAD   -  MOOSE EAR LAKE (2018)
 DQ5341
 DQ5341                         *CURRENT SURVEY CONTROL
 DQ5341  ______________________________________________________________________
 DQ5341* NAD 83(2011) POSITION- 45 15 26.87118(N) 091 35 52.91554(W)   ADJUSTED
 DQ5341* NAD 83(2011) ELLIP HT-   302.075 (meters)        (08/14/17)   ADJUSTED
 DQ5341* NAD 83(2011) EPOCH   -  2010.00
 DQ5341* NAVD 88 ORTHO HEIGHT -   332.44  (meters)     1090.7   (feet) GPS OBS
 DQ5341  ______________________________________________________________________
 DQ5341  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5341  GEOID HEIGHT    -        -30.361 (meters)                     GEOID12B
 DQ5341  GEOID HEIGHT    -        -30.361 (meters)                     GEOID18
 DQ5341  NAD 83(2011) X  -   -125,423.871 (meters)                     COMP
 DQ5341  NAD 83(2011) Y  - -4,495,776.399 (meters)                     COMP
 DQ5341  NAD 83(2011) Z  -  4,507,749.959 (meters)                     COMP
 DQ5341  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 DQ5341
 DQ5341  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5341  Standards:
 DQ5341         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5341            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5341  -------------------------------------------------------------------
 DQ5341  NETWORK    0.40   0.69           0.18   0.14   0.35     -0.11125157
 DQ5341  -------------------------------------------------------------------
 DQ5341  Click here for local accuracies and other accuracy information.
 DQ5341
 DQ5341.The horizontal coordinates were established by GPS observations
 DQ5341.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DQ5341
 DQ5341.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5341.been affixed to the stable North American tectonic plate. See 
 DQ5341.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5341
 DQ5341.The horizontal coordinates are valid at the epoch date displayed above
 DQ5341.which is a decimal equivalence of Year/Month/Day.
 DQ5341
 DQ5341.The orthometric height was determined by GPS observations and a
 DQ5341.high-resolution geoid model using precise GPS observation and
 DQ5341.processing techniques.
 DQ5341
 DQ5341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5341.GEOID18 height accuracy estimate available here.
 DQ5341
 DQ5341.Click photographs - Photos may exist for this station.
 DQ5341
 DQ5341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5341
 DQ5341.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5341
 DQ5341.The ellipsoidal height was determined by GPS observations
 DQ5341.and is referenced to NAD 83.
 DQ5341
 DQ5341. The following values were computed from the NAD 83(2011) position.
 DQ5341
 DQ5341;                    North         East     Units Scale Factor Converg.
 DQ5341;SPC WI C     -   159,484.959   474,578.555   MT  0.99996283   -1 07 39.1
 DQ5341;SPC WI C     -   523,243.57  1,557,013.14   sFT  0.99996283   -1 07 39.1
 DQ5341;UTM  15      - 5,012,508.044   610,000.454   MT  0.99974878   +0 59 45.2
 DQ5341
 DQ5341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5341!SPC WI C     -   0.99995264  x   0.99996283  =   0.99991547
 DQ5341!UTM  15      -   0.99995264  x   0.99974878  =   0.99970143
 DQ5341
 DQ5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1000012508(NAD 83)
 DQ5341
 DQ5341                          SUPERSEDED SURVEY CONTROL
 DQ5341
 DQ5341.No superseded survey control is available for this station.
 DQ5341
 DQ5341_MARKER: DD = SURVEY DISK
 DQ5341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5341_STAMPING: 9A027 2012
 DQ5341_MARK LOGO: WIDT
 DQ5341_PROJECTION: FLUSH
 DQ5341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5341+STABILITY: SURFACE MOTION
 DQ5341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5341+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2016
 DQ5341
 DQ5341  HISTORY     - Date     Condition        Report By
 DQ5341  HISTORY     - 2012     MONUMENTED       WIDT
 DQ5341  HISTORY     - 20160906 GOOD             WIDT
 DQ5341
 DQ5341                          STATION DESCRIPTION
 DQ5341
 DQ5341'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5341'THE STATION IS 10.5 MI (16.9 KM) EAST OF DALLAS, 5 MI (8.0 KM)
 DQ5341'SOUTH-SOUTHEAST OF CHETEK AND 4 MI (6.4 KM) NORTH-NORTHWEST OF NEW
 DQ5341'AUBURN.
 DQ5341'
 DQ5341'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DQ5341'HIGHWAY M (EXIT 118) JUST WEST OF THE VILLAGE OF NEW AUBURN, GO EAST
 DQ5341'ON COUNTY HIGHWAY M FOR 0.5 M (1.6 FT) TO THE JUNCTION WITH COUNTY
 DQ5341'HIGHWAY SS.  TURN LEFT AND GO NORTH-NORTHWEST ON COUNTY HIGHWAY SS FOR
 DQ5341'4.25 MI (6.84 KM) TO 3 1/2 AVENUE.  TURN RIGHT AND GO EAST ON 3 1/2
 DQ5341'AVENUE FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DQ5341'
 DQ5341'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5341'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ5341'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DQ5341'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9 M (29.5 FT) NORTH OF
 DQ5341'THE CENTERLINE OF 3 1/2 AVENUE, 34 M (111.5 FT) EAST OF THE EXTENDED
 DQ5341'CENTER OF A PRIVATE ENTRANCE -2723-, 26 M (85.3 FT) NORTHEAST OF A
 DQ5341'TELEPHONE PEDESTAL -TB16-, 23 M (75.5 FT) NORTH-NORTHWEST OF A LARGE
 DQ5341'RECTANGULAR WOODEN POWER POLE FOR HIGH VOLTAGE POWER LINES, 11 M (36.1
 DQ5341'FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND IS LOCATED IN BETWEEN
 DQ5341'TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 DQ5341'
 DQ5341'NOTE-THE STATION IS OBSTRUCTED TO THE SOUTH-SOUTHEAST BY THE
 DQ5341'REFERENCED WOODEN POWER POLE AND HIGH VOLTAGE POWER LINES (OPPOSITE
 DQ5341'THE ROAD), WHICH EXTEND HIGHER THAN 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6317 ***********************************************************************
 DO6317  DESIGNATION -  9A028
 DO6317  PID         -  DO6317
 DO6317  STATE/COUNTY-  WI/LINCOLN
 DO6317  COUNTRY     -  US
 DO6317  USGS QUAD   -  TOMAHAWK (2018)
 DO6317
 DO6317                         *CURRENT SURVEY CONTROL
 DO6317  ______________________________________________________________________
 DO6317* NAD 83(1986) POSITION- 45 28 14.78   (N) 089 41 27.39   (W)   HD_HELD1
 DO6317* NAVD 88 ORTHO HEIGHT -   457.464 (meters)     1500.86  (feet) ADJUSTED
 DO6317  ______________________________________________________________________
 DO6317  GEOID HEIGHT    -        -32.071 (meters)                     GEOID18
 DO6317  DYNAMIC HEIGHT  -        457.431 (meters)     1500.75  (feet) COMP
 DO6317  MODELED GRAVITY -    980,528.8   (mgal)                       NAVD 88
 DO6317
 DO6317  VERT ORDER      -  SECOND    CLASS I
 DO6317
 DO6317.The horizontal coordinates were determined by differentially corrected
 DO6317.hand held GPS observations or other comparable positioning techniques
 DO6317.and have an estimated accuracy of +/- 3 meters.
 DO6317
 DO6317.The orthometric height was determined by differential leveling and
 DO6317.adjusted by the NATIONAL GEODETIC SURVEY
 DO6317.in February 2017.
 DO6317
 DO6317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6317.GEOID18 height accuracy estimate available here.
 DO6317
 DO6317.Click photographs - Photos may exist for this station.
 DO6317
 DO6317.The dynamic height is computed by dividing the NAVD 88
 DO6317.geopotential number by the normal gravity value computed on the
 DO6317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6317.degrees latitude (g = 980.6199 gals.).
 DO6317
 DO6317.The modeled gravity was interpolated from observed gravity values.
 DO6317
 DO6317;                    North         East    Units  Estimated Accuracy
 DO6317;SPC WI C     -   182,003.1     624,167.7     MT  (+/- 3 meters HH1 GPS) 
 DO6317
 DO6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8965738771(NAD 83)
 DO6317
 DO6317                          SUPERSEDED SURVEY CONTROL
 DO6317
 DO6317  NAVD 88 (07/25/13)  457.480  (m)         1500.92   (f) SUPERSEDED  2 1
 DO6317
 DO6317.Superseded values are not recommended for survey control.
 DO6317
 DO6317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6317.See file dsdata.pdf to determine how the superseded data were derived.
 DO6317
 DO6317_MARKER: DD = SURVEY DISK
 DO6317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO6317_SP_SET: PARAPET WALL
 DO6317_STAMPING: 9A028
 DO6317_MARK LOGO: WIDT
 DO6317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6317+STABILITY: SURFACE MOTION
 DO6317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6317+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 DO6317
 DO6317  HISTORY     - Date     Condition        Report By
 DO6317  HISTORY     - 2012     MONUMENTED       WIDT
 DO6317  HISTORY     - 20121128 GOOD             WIDT
 DO6317
 DO6317                          STATION DESCRIPTION
 DO6317
 DO6317'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6317'THE STATION IS LOCATED 17.7 MI (28.5 KM) SOUTHWEST OF RHINELANDER, 8.3
 DO6317'MI (13.4 KM) NORTH OF IRMA, AND 1.8 MI (2.9 KM) EAST OF TOMAHAWK.
 DO6317'
 DO6317'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 51 WITH STATE
 DO6317'HIGHWAY 86 WEST AND COUNTY HIGHWAY D EAST (EXIT 229), ABOUT 2 MI (3.2
 DO6317'KM) EAST OF THE CITY OF TOMAHAWK.
 DO6317'
 DO6317'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6317'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DO6317'THE NORTH PARAPET WALL OF THE STATE HIGHWAY 86 BRIDGE --B-35-59-83--
 DO6317'OVER U.S. HIGHWAY 51, ABOUT 0.85 M (2.8 FT) ABOVE THE HIGHWAY
 DO6317'PAVEMENT.  THE STATION IS 6.4 M (21.0 FT) NORTH OF THE CENTERLINE OF
 DO6317'STATE HIGHWAY 86, 2.9 M (9.5 FT) EAST OF AN EXPANSION JOINT, 19.4 M
 DO6317'(63.6 FT) WEST OF A WOODEN POST FOR A -US HIGHWAY 51 LEFT- SIGN, AND
 DO6317'2.9 M (9.5 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DO6317'
 DO6317'NOTE-THERE ARE NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6317'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6315 ***********************************************************************
 DO6315  DESIGNATION -  9A029
 DO6315  PID         -  DO6315
 DO6315  STATE/COUNTY-  WI/VILAS
 DO6315  COUNTRY     -  US
 DO6315  USGS QUAD   -  POWELL (2018)
 DO6315
 DO6315                         *CURRENT SURVEY CONTROL
 DO6315  ______________________________________________________________________
 DO6315* NAD 83(1986) POSITION- 46 07 20.43   (N) 089 52 34.91   (W)   HD_HELD1
 DO6315* NAVD 88 ORTHO HEIGHT -   491.152 (meters)     1611.39  (feet) ADJUSTED
 DO6315  ______________________________________________________________________
 DO6315  GEOID HEIGHT    -        -30.799 (meters)                     GEOID18
 DO6315  DYNAMIC HEIGHT  -        491.147 (meters)     1611.37  (feet) COMP
 DO6315  MODELED GRAVITY -    980,589.9   (mgal)                       NAVD 88
 DO6315
 DO6315  VERT ORDER      -  SECOND    CLASS I
 DO6315
 DO6315.The horizontal coordinates were determined by differentially corrected
 DO6315.hand held GPS observations or other comparable positioning techniques
 DO6315.and have an estimated accuracy of +/- 3 meters.
 DO6315
 DO6315.The orthometric height was determined by differential leveling and
 DO6315.adjusted by the NATIONAL GEODETIC SURVEY
 DO6315.in February 2017.
 DO6315
 DO6315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6315.GEOID18 height accuracy estimate available here.
 DO6315
 DO6315.Click photographs - Photos may exist for this station.
 DO6315
 DO6315.The dynamic height is computed by dividing the NAVD 88
 DO6315.geopotential number by the normal gravity value computed on the
 DO6315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6315.degrees latitude (g = 980.6199 gals.).
 DO6315
 DO6315.The modeled gravity was interpolated from observed gravity values.
 DO6315
 DO6315;                    North         East    Units  Estimated Accuracy
 DO6315;SPC WI N     -   106,225.1     609,555.6     MT  (+/- 3 meters HH1 GPS) 
 DO6315
 DO6315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7777111663(NAD 83)
 DO6315
 DO6315                          SUPERSEDED SURVEY CONTROL
 DO6315
 DO6315  NAVD 88 (07/25/13)  491.174  (m)         1611.46   (f) SUPERSEDED  2 1
 DO6315
 DO6315.Superseded values are not recommended for survey control.
 DO6315
 DO6315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6315.See file dsdata.pdf to determine how the superseded data were derived.
 DO6315
 DO6315_MARKER: DB = BENCH MARK DISK
 DO6315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6315_STAMPING: 9A029
 DO6315_MARK LOGO: WIDT
 DO6315_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6315+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 DO6315
 DO6315  HISTORY     - Date     Condition        Report By
 DO6315  HISTORY     - 2012     MONUMENTED       WIDT
 DO6315  HISTORY     - 20121105 GOOD             WIDT
 DO6315
 DO6315                          STATION DESCRIPTION
 DO6315
 DO6315'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6315'THE STATION IS LOCATED AT THE MANITOWISH WATERS AIRPORT, ABOUT 9.5 MI
 DO6315'(15.3 KM) SOUTHEAST OF MERCER AND 7.0 MI (11.3 KM) SOUTH OF
 DO6315'WINCHESTER.
 DO6315'
 DO6315'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6315'HIGHWAY W LOCATED IN THE COMMUNITY OF MANITOWISH WATERS, GO SOUTHEAST
 DO6315'ON U.S. HIGHWAY 51 FOR 0.7 MI (1.1 KM) TO AIRPORT ROAD ON THE RIGHT,
 DO6315'TURN RIGHT AND GO SOUTH-SOUTHWEST ON AIRPORT ROAD FOR 0.2 MI (0.3 KM)
 DO6315'TO THE CORS STATION PILLAR ON THE LEFT, LOCATED NORTHEAST OF THE
 DO6315'NORTHEAST CORNER OF THE AIRPORT TERMINAL PARKING LOT.
 DO6315'
 DO6315'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6315'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH SIDE
 DO6315'OF THE 12 FT (3.7 M) DEEP, 36-INCH DIAMETER CONCRETE BASE OF THE CORS
 DO6315'STATION PILLAR, AND IS ABOUT 1.5 FT (0.5 M) ABOVE THE GROUND.  THE
 DO6315'STATION IS 8.8 M (28.9 FT) NORTH OF A METAL CORNER POST OF A 1.5 M
 DO6315'(5.0 FT) CHAIN LINK FENCE, AND 53 M (173.9 FT) SOUTH OF A METAL POST
 DO6315'FOR A -WATCH FOR CHILDREN- SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3528 ***********************************************************************
 DS3528  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3528  DESIGNATION -  9A033
 DS3528  PID         -  DS3528
 DS3528  STATE/COUNTY-  WI/WOOD
 DS3528  COUNTRY     -  US
 DS3528  USGS QUAD   -  MARSHFIELD (2018)
 DS3528
 DS3528                         *CURRENT SURVEY CONTROL
 DS3528  ______________________________________________________________________
 DS3528* NAD 83(2011) POSITION- 44 39 48.44690(N) 090 09 57.66531(W)   ADJUSTED
 DS3528* NAD 83(2011) ELLIP HT-   353.877 (meters)        (04/08/25)   ADJUSTED
 DS3528* NAD 83(2011) EPOCH   -  2010.00
 DS3528* NAVD 88 ORTHO HEIGHT -   387.91  (meters)     1272.7   (feet) GPS OBS
 DS3528  ______________________________________________________________________
 DS3528  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 DS3528  NAD 83(2011) X  -    -13,167.118 (meters)                     COMP
 DS3528  NAD 83(2011) Y  - -4,544,191.092 (meters)                     COMP
 DS3528  NAD 83(2011) Z  -  4,461,074.236 (meters)                     COMP
 DS3528  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC18
 DS3528
 DS3528  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3528  Standards:
 DS3528         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3528            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3528  -------------------------------------------------------------------
 DS3528  NETWORK    0.33   0.49           0.15   0.12   0.25      0.04762349
 DS3528  -------------------------------------------------------------------
 DS3528  Click here for local accuracies and other accuracy information.
 DS3528
 DS3528.The horizontal coordinates were established by GPS observations
 DS3528.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3528
 DS3528.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3528.been affixed to the stable North American tectonic plate. See 
 DS3528.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3528
 DS3528.The horizontal coordinates are valid at the epoch date displayed above
 DS3528.which is a decimal equivalence of Year/Month/Day.
 DS3528
 DS3528.The orthometric height was determined by GPS observations and a
 DS3528.high-resolution geoid model using precise GPS observation and
 DS3528.processing techniques.
 DS3528
 DS3528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3528.GEOID18 height accuracy estimate available here.
 DS3528
 DS3528.Click photographs - Photos may exist for this station.
 DS3528
 DS3528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3528
 DS3528.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3528
 DS3528.The ellipsoidal height was determined by GPS observations
 DS3528.and is referenced to NAD 83.
 DS3528
 DS3528. The following values were computed from the NAD 83(2011) position.
 DS3528
 DS3528;                    North         East     Units Scale Factor Converg.
 DS3528;SPC WI C     -    92,255.263   586,834.293   MT  0.99994756   -0 07 01.7
 DS3528;SPC WI C     -   302,674.14  1,925,305.51   sFT  0.99994756   -0 07 01.7
 DS3528;UTM  15      - 4,949,473.227   724,666.001   MT  1.00022074   +1 59 34.6
 DS3528
 DS3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3528!SPC WI C     -   0.99994452  x   0.99994756  =   0.99989208
 DS3528!UTM  15      -   0.99994452  x   1.00022074  =   1.00016525
 DS3528
 DS3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2466649473(NAD 83)
 DS3528
 DS3528                          SUPERSEDED SURVEY CONTROL
 DS3528
 DS3528.No superseded survey control is available for this station.
 DS3528
 DS3528_MARKER: DD = SURVEY DISK
 DS3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3528_STAMPING: 9A033 2013
 DS3528_MARK LOGO: WIDT
 DS3528_PROJECTION: FLUSH
 DS3528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3528+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2024
 DS3528
 DS3528  HISTORY     - Date     Condition        Report By
 DS3528  HISTORY     - 2013     MONUMENTED       WIDT
 DS3528  HISTORY     - 20241009 GOOD             WIDT
 DS3528
 DS3528                          STATION DESCRIPTION
 DS3528
 DS3528'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3528'THE STATION IS LOCATED IN THE CITY OF MARSHFIELD, 11 MI (17.7 KM)
 DS3528'SOUTH-SOUTHWEST OF STRATFORD, AND 9 MI (14.5 KM) SOUTHEAST OF SPENCER.
 DS3528'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (VETERANS
 DS3528'PARKWAY) WITH STATE HIGHWAY 97 (CENTRAL AVENUE) IN THE CITY OF
 DS3528'MARSHFIELD, GO EAST ON STATE HIGHWAY 13 (VETERANS PARKWAY) FOR 0.3 MI
 DS3528'(0.48 KM) TO VINE AVENUE, TURN RIGHT AND GO SOUTH ON VINE AVENUE FOR
 DS3528'0.1 MI (1.6 KM) TO SECOND STREET, TURN LEFT AND GO EAST ON SECOND
 DS3528'STREET FOR 0.15 MI (0.24 KM) TO PEACH AVENUE AND THE STATION ON THE
 DS3528'LEFT.
 DS3528'
 DS3528'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3528'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3528'INCHES) DIAMETER CONCRETE POST, ABOUT 1.3 M (4.3 FT) HIGHER THAN
 DS3528'PAVEMENT GRADE.  THE STATION IS 17.5 M (57.4 FT) WEST-NORTHWEST OF THE
 DS3528'CENTERLINE OF PEACH AVENUE, 36.6 M (120.1 FT) NORTHEAST OF A -CENTRAL
 DS3528'WISCONSIN COUNTRY STORE- SIGN, 19.1 M (62.7 FT) SOUTH OF A YELLOW
 DS3528'RIGHT-OF-WAY POST, 18.8 M (61.7 FT) EAST-NORTHEAST OF A TELEPHONE
 DS3528'PEDESTAL -6942-, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS
 DS3528'POST.
 DS3528'
 DS3528'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DS3528'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1872 ***********************************************************************
 DP1872  DESIGNATION -  9A034
 DP1872  PID         -  DP1872
 DP1872  STATE/COUNTY-  WI/VILAS
 DP1872  COUNTRY     -  US
 DP1872  USGS QUAD   -  TENDERFOOT LAKE (2018)
 DP1872
 DP1872                         *CURRENT SURVEY CONTROL
 DP1872  ______________________________________________________________________
 DP1872* NAD 83(1986) POSITION- 46 10 46.4    (N) 089 36 28.6    (W)   HD_HELD2
 DP1872* NAVD 88 ORTHO HEIGHT -   519.201 (meters)     1703.41  (feet) ADJUSTED
 DP1872  ______________________________________________________________________
 DP1872  GEOID HEIGHT    -        -30.984 (meters)                     GEOID18
 DP1872  DYNAMIC HEIGHT  -        519.200 (meters)     1703.41  (feet) COMP
 DP1872  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DP1872
 DP1872  VERT ORDER      -  SECOND    CLASS I
 DP1872
 DP1872.The horizontal coordinates were established by autonomous hand held GPS
 DP1872.observations and have an estimated accuracy of +/- 10 meters.
 DP1872
 DP1872.The orthometric height was determined by differential leveling and
 DP1872.adjusted by the NATIONAL GEODETIC SURVEY
 DP1872.in February 2017.
 DP1872
 DP1872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1872.GEOID18 height accuracy estimate available here.
 DP1872
 DP1872.Click photographs - Photos may exist for this station.
 DP1872
 DP1872.The dynamic height is computed by dividing the NAVD 88
 DP1872.geopotential number by the normal gravity value computed on the
 DP1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1872.degrees latitude (g = 980.6199 gals.).
 DP1872
 DP1872.The modeled gravity was interpolated from observed gravity values.
 DP1872
 DP1872;                    North         East    Units  Estimated Accuracy
 DP1872;SPC WI N     -   112,652.      630,270.      MT  (+/- 10 meters HH2 GPS)
 DP1872
 DP1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9871717303(NAD 83)
 DP1872
 DP1872                          SUPERSEDED SURVEY CONTROL
 DP1872
 DP1872  NAVD 88 (03/19/14)  519.243  (m)         1703.55   (f) SUPERSEDED  2 1
 DP1872
 DP1872.Superseded values are not recommended for survey control.
 DP1872
 DP1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1872.See file dsdata.pdf to determine how the superseded data were derived.
 DP1872
 DP1872_MARKER: DD = SURVEY DISK
 DP1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1872_STAMPING: 9A034 2012
 DP1872_MARK LOGO: WIDT
 DP1872_PROJECTION: PROJECTING 5 CENTIMETERS
 DP1872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1872+STABILITY: SURFACE MOTION
 DP1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1872+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2013
 DP1872
 DP1872  HISTORY     - Date     Condition        Report By
 DP1872  HISTORY     - 2012     MONUMENTED       WIDT
 DP1872  HISTORY     - 20130712 GOOD             WIDT
 DP1872
 DP1872                          STATION DESCRIPTION
 DP1872
 DP1872'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1872'THE STATION IS LOCATED APPROXIMATELY 19.3 MI (31.1 KM) WEST OF LAND
 DP1872'O'LAKES, 7.4 MI (11.9 KM) SOUTHEAST OF PRESQUE ISLE AND 5.0 MI (8.0
 DP1872'KM) NORTH-NORTHEAST OF BOULDER JUNCTION.
 DP1872'
 DP1872'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DP1872'HIGHWAY M, LOCATED 4.5 MI (7.2 KM) NORTHEAST OF THE VILLAGE OF BOULDER
 DP1872'JUNCTION, GO NORTHWEST ON COUNTY HIGHWAY B FOR 0.75 MI (1.2 KM) TO A
 DP1872'DRIVEWAY -9870- ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP1872'
 DP1872'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1872'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1872'INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.3 M (1.0 FT) HIGHER THAN
 DP1872'THE HIGHWAY PAVEMENT.  THE STATION IS 10.0 M (32.8 FT) NORTHEAST OF
 DP1872'THE CENTERLINE OF COUNTY HIGHWAY B, 21.5 M (70.5 FT) SOUTHEAST OF THE
 DP1872'EASTERN-MOST STEEL REFLECTOR-POST AT THE EDGE OF THE ROAD, 7.6 M (24.9
 DP1872'FT) SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY -9870- AND LOCATED IN
 DP1872'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP1872'
 DP1872'NOTE-THIS STATION IS OBSTRUCTED BY TREE CANOPY IN ALL DIRECTIONS AND
 DP1872'IS NOT SUITABLE FOR SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP9010 ***********************************************************************
 DP9010  DESIGNATION -  9A035
 DP9010  PID         -  DP9010
 DP9010  STATE/COUNTY-  WI/KENOSHA
 DP9010  COUNTRY     -  US
 DP9010  USGS QUAD   -  PADDOCK LAKE (2018)
 DP9010
 DP9010                         *CURRENT SURVEY CONTROL
 DP9010  ______________________________________________________________________
 DP9010* NAD 83(1986) POSITION- 42 31 59.97   (N) 088 06 07.95   (W)   HD_HELD1
 DP9010* NAVD 88 ORTHO HEIGHT -   254.258 (meters)      834.18  (feet) ADJUSTED
 DP9010  ______________________________________________________________________
 DP9010  GEOID HEIGHT    -        -34.461 (meters)                     GEOID18
 DP9010  DYNAMIC HEIGHT  -        254.177 (meters)      833.91  (feet) COMP
 DP9010  MODELED GRAVITY -    980,297.6   (mgal)                       NAVD 88
 DP9010
 DP9010  VERT ORDER      -  SECOND    CLASS I
 DP9010
 DP9010.The horizontal coordinates were determined by differentially corrected
 DP9010.hand held GPS observations or other comparable positioning techniques
 DP9010.and have an estimated accuracy of +/- 3 meters.
 DP9010
 DP9010.The orthometric height was determined by differential leveling and
 DP9010.adjusted by the NATIONAL GEODETIC SURVEY
 DP9010.in October 2015.
 DP9010
 DP9010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9010.GEOID18 height accuracy estimate available here.
 DP9010
 DP9010.Click photographs - Photos may exist for this station.
 DP9010
 DP9010.The dynamic height is computed by dividing the NAVD 88
 DP9010.geopotential number by the normal gravity value computed on the
 DP9010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9010.degrees latitude (g = 980.6199 gals.).
 DP9010
 DP9010.The modeled gravity was interpolated from observed gravity values.
 DP9010
 DP9010;                    North         East    Units  Estimated Accuracy
 DP9010;SPC WI S     -    61,022.8     755,907.5     MT  (+/- 3 meters HH1 GPS) 
 DP9010
 DP9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0948309582(NAD 83)
 DP9010
 DP9010                          SUPERSEDED SURVEY CONTROL
 DP9010
 DP9010.No superseded survey control is available for this station.
 DP9010
 DP9010_MARKER: DD = SURVEY DISK
 DP9010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9010_STAMPING: 9A035 2013
 DP9010_MARK LOGO: WIDT
 DP9010_PROJECTION: FLUSH
 DP9010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP9010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9010+STABILITY: SURFACE MOTION
 DP9010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9010+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2015
 DP9010
 DP9010  HISTORY     - Date     Condition        Report By
 DP9010  HISTORY     - 20130129 MONUMENTED       WIDT
 DP9010  HISTORY     - 20150401 GOOD             AMESC
 DP9010
 DP9010                          STATION DESCRIPTION
 DP9010
 DP9010'DESCRIBED BY AMERICAN SURVEYING AND ENGINEERING PC 2015 (THH)
 DP9010'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST OF PLEASANT
 DP9010'PRAIRIE, 3.4 MI (5.5 KM) EAST-SOUTHEAST OF SILVER LAKE AND 3.1 MI (5.0
 DP9010'KM) SOUTH OF PADDOCK LAKE.
 DP9010'
 DP9010'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 83 WITH COUNTY
 DP9010'HIGHWAY C LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF THE
 DP9010'ILLINOIS-WISCONSIN STATE LINE, PROCEED NORTH ALONG STATE HIGHWAY 83
 DP9010'FOR 0.7 MI (1.1 KM) TO 98TH STREET ON THE RIGHT.  CONTINUE NORTH ALONG
 DP9010'STATE HIGHWAY 83 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DP9010'
 DP9010'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP9010'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41
 DP9010'CM) DIAMETER CONCRETE POST.  THE STATION IS 11.2 M (36.7 FT) WEST OF
 DP9010'THE CENTERLINE OF STATE HIGHWAY 83, 112.6 FT (34.3 M) SOUTHWEST OF A
 DP9010'POWER POLE WITH TRANSFORMER, 12.5 FT (3.8 M) WEST OF THE BACK OF CURB,
 DP9010'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DP9010'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR9681 ***********************************************************************
 DR9681  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9681  DESIGNATION -  9A036
 DR9681  PID         -  DR9681
 DR9681  STATE/COUNTY-  WI/RACINE
 DR9681  COUNTRY     -  US
 DR9681  USGS QUAD   -  WATERFORD (2018)
 DR9681
 DR9681                         *CURRENT SURVEY CONTROL
 DR9681  ______________________________________________________________________
 DR9681* NAD 83(2011) POSITION- 42 46 14.34440(N) 088 14 03.89988(W)   ADJUSTED
 DR9681* NAD 83(2011) ELLIP HT-   212.992 (meters)        (12/19/23)   ADJUSTED
 DR9681* NAD 83(2011) EPOCH   -  2010.00
 DR9681* NAVD 88 ORTHO HEIGHT -   247.50  (meters)      812.0   (feet) GPS OBS
 DR9681  ______________________________________________________________________
 DR9681  GEOID HEIGHT    -        -34.510 (meters)                     GEOID18
 DR9681  NAD 83(2011) X  -    144,483.629 (meters)                     COMP
 DR9681  NAD 83(2011) Y  - -4,687,222.272 (meters)                     COMP
 DR9681  NAD 83(2011) Z  -  4,308,977.893 (meters)                     COMP
 DR9681  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 DR9681
 DR9681  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9681  Standards:
 DR9681         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9681            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9681  -------------------------------------------------------------------
 DR9681  NETWORK    0.33   0.74           0.15   0.12   0.38      0.02999187
 DR9681  -------------------------------------------------------------------
 DR9681  Click here for local accuracies and other accuracy information.
 DR9681
 DR9681.The horizontal coordinates were established by GPS observations
 DR9681.and adjusted by the WI DEPT OF TRANSP in December 2023.
 DR9681
 DR9681.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9681.been affixed to the stable North American tectonic plate. See 
 DR9681.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9681
 DR9681.The horizontal coordinates are valid at the epoch date displayed above
 DR9681.which is a decimal equivalence of Year/Month/Day.
 DR9681
 DR9681.The orthometric height was determined by GPS observations and a
 DR9681.high-resolution geoid model using precise GPS observation and
 DR9681.processing techniques.
 DR9681
 DR9681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9681.GEOID18 height accuracy estimate available here.
 DR9681
 DR9681.Click photographs - Photos may exist for this station.
 DR9681
 DR9681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9681
 DR9681.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9681
 DR9681.The ellipsoidal height was determined by GPS observations
 DR9681.and is referenced to NAD 83.
 DR9681
 DR9681. The following values were computed from the NAD 83(2011) position.
 DR9681
 DR9681;                    North         East     Units Scale Factor Converg.
 DR9681;SPC WI S     -    87,142.443   744,489.826   MT  0.99999268   +1 12 47.3
 DR9681;SPC WI S     -   285,899.83  2,442,547.04   sFT  0.99999268   +1 12 47.3
 DR9681;UTM  16      - 4,736,085.324   399,010.702   MT  0.99972547   -0 50 18.0
 DR9681
 DR9681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9681!SPC WI S     -   0.99996660  x   0.99999268  =   0.99995928
 DR9681!UTM  16      -   0.99996660  x   0.99972547  =   0.99969208
 DR9681
 DR9681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9901036085(NAD 83)
 DR9681
 DR9681                          SUPERSEDED SURVEY CONTROL
 DR9681
 DR9681.No superseded survey control is available for this station.
 DR9681
 DR9681_MARKER: DD = SURVEY DISK
 DR9681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9681_STAMPING: 9A036 2013
 DR9681_MARK LOGO: WIDT
 DR9681_PROJECTION: FLUSH
 DR9681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR9681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9681+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2023
 DR9681
 DR9681  HISTORY     - Date     Condition        Report By
 DR9681  HISTORY     - 2013     MONUMENTED       WIDT
 DR9681  HISTORY     - 20231106 GOOD             DJHENK
 DR9681
 DR9681                          STATION DESCRIPTION
 DR9681
 DR9681'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DR9681'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF
 DR9681'BURLINGTON, 2.1 MI (3.4 KM) NORTH-NORTHWEST OF ROCHESTER AND 1.2 MI
 DR9681'(1.9 KM) WEST-NORTHWEST OF WATERFORD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9681'
 DR9681'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20/83 WITH STATE HIGHWAY
 DR9681'20 (WEST) AND STATE HIGHWAY 83 (NORTH), GO EAST ON STATE HIGHWAY 20/83
 DR9681'F0R 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DR9681'
 DR9681'THE STATION IS 7.0 M (23.0 FT) NORTH OF THE EDGE PAVEMENT OF STATE
 DR9681'HIGHWAY 20/83, 33 M (108.3 FT) WEST OF A PEDESTAL 17 M (55.8 FT) EAST
 DR9681'OF A LANE DIRECTIONAL SIGN AND 1 M (3.3 FT) EAST AND WEST OF TWO WHITE
 DR9681'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3111 ***********************************************************************
 DS3111  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3111  DESIGNATION -  9A037
 DS3111  PID         -  DS3111
 DS3111  STATE/COUNTY-  WI/WALWORTH
 DS3111  COUNTRY     -  US
 DS3111  USGS QUAD   -  SHARON (2018)
 DS3111
 DS3111                         *CURRENT SURVEY CONTROL
 DS3111  ______________________________________________________________________
 DS3111* NAD 83(2011) POSITION- 42 36 25.82386(N) 088 43 19.25896(W)   ADJUSTED
 DS3111* NAD 83(2011) ELLIP HT-   248.082 (meters)        (11/06/24)   ADJUSTED
 DS3111* NAD 83(2011) EPOCH   -  2010.00
 DS3111* NAVD 88 ORTHO HEIGHT -   281.95  (meters)      925.0   (feet) GPS OBS
 DS3111  ______________________________________________________________________
 DS3111  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 DS3111  NAD 83(2011) X  -    104,864.784 (meters)                     COMP
 DS3111  NAD 83(2011) Y  - -4,700,618.224 (meters)                     COMP
 DS3111  NAD 83(2011) Z  -  4,295,652.612 (meters)                     COMP
 DS3111  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 DS3111
 DS3111  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3111  Standards:
 DS3111         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3111            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3111  -------------------------------------------------------------------
 DS3111  NETWORK    0.64   1.18           0.29   0.22   0.60     -0.08118502
 DS3111  -------------------------------------------------------------------
 DS3111  Click here for local accuracies and other accuracy information.
 DS3111
 DS3111.The horizontal coordinates were established by GPS observations
 DS3111.and adjusted by the WI DEPT OF TRANSP in November 2024.
 DS3111
 DS3111.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3111.been affixed to the stable North American tectonic plate. See 
 DS3111.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3111
 DS3111.The horizontal coordinates are valid at the epoch date displayed above
 DS3111.which is a decimal equivalence of Year/Month/Day.
 DS3111
 DS3111.The orthometric height was determined by GPS observations and a
 DS3111.high-resolution geoid model using precise GPS observation and
 DS3111.processing techniques.
 DS3111
 DS3111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3111.GEOID18 height accuracy estimate available here.
 DS3111
 DS3111.Click photographs - Photos may exist for this station.
 DS3111
 DS3111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3111
 DS3111.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3111
 DS3111.The ellipsoidal height was determined by GPS observations
 DS3111.and is referenced to NAD 83.
 DS3111
 DS3111. The following values were computed from the NAD 83(2011) position.
 DS3111
 DS3111;                    North         East     Units Scale Factor Converg.
 DS3111;SPC WI S     -    68,255.946   704,868.220   MT  1.00002782   +0 52 41.2
 DS3111;SPC WI S     -   223,936.38  2,312,555.15   sFT  1.00002782   +0 52 41.2
 DS3111;UTM  16      - 4,718,630.750   358,748.644   MT  0.99984547   -1 09 57.4
 DS3111
 DS3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3111!SPC WI S     -   0.99996109  x   1.00002782  =   0.99998891
 DS3111!UTM  16      -   0.99996109  x   0.99984547  =   0.99980657
 DS3111
 DS3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5874818630(NAD 83)
 DS3111
 DS3111                          SUPERSEDED SURVEY CONTROL
 DS3111
 DS3111.No superseded survey control is available for this station.
 DS3111
 DS3111_MARKER: DD = SURVEY DISK
 DS3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3111_STAMPING: 9A037 2013
 DS3111_MARK LOGO: WIDT
 DS3111_PROJECTION: FLUSH
 DS3111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3111+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2024
 DS3111
 DS3111  HISTORY     - Date     Condition        Report By
 DS3111  HISTORY     - 2013     MONUMENTED       WIDT
 DS3111  HISTORY     - 20240805 GOOD             DJHENK
 DS3111
 DS3111                          STATION DESCRIPTION
 DS3111
 DS3111'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (TSS)
 DS3111'THE STATION IS LOCATED ABOUT 7.6 MI (12.3 KM) EAST-SOUTHEAST OF
 DS3111'AVALON, 7.2 MI (11.6 KM) NORTH OF SHARON AND 4.4 MI (7.0 KM)
 DS3111'WEST-SOUTHWEST OF DELAVAN.
 DS3111'
 DS3111'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 DS3111'US HIGHWAY 14 LOCATED IN DARIEN, WI GO SOUTHEAST ON US HIGHWAY 14 FOR
 DS3111'0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DS3111'
 DS3111'THE STATION IS LOCATED 20.1 M (65.9 FT) SOUTHWEST OF THE CENTERLINE OF
 DS3111'US HIGHWAY 14, 45.3 M (148.6 FT) WEST OF A WOOD POST FOR A --45 MPH--
 DS3111'SIGN, 40.2 M (131.9 FT) SOUTHEAST OF THE EDGE OF PAVEMENT OF THE
 DS3111'ENTRANCE WILD WINDS DINER AND 8 M (26.2 FT) NORTHWEST OF A CULTIVATED
 DS3111'FIELD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR4143 ***********************************************************************
 DR4143  DESIGNATION -  9A038
 DR4143  PID         -  DR4143
 DR4143  STATE/COUNTY-  WI/OZAUKEE
 DR4143  COUNTRY     -  US
 DR4143  USGS QUAD   -  THIENSVILLE (2018)
 DR4143
 DR4143                         *CURRENT SURVEY CONTROL
 DR4143  ______________________________________________________________________
 DR4143* NAD 83(1986) POSITION- 43 13 17.18   (N) 087 56 13.91   (W)   HD_HELD1
 DR4143* NAVD 88 ORTHO HEIGHT -   207.823 (meters)      681.83  (feet) ADJUSTED
 DR4143  ______________________________________________________________________
 DR4143  GEOID HEIGHT    -        -35.203 (meters)                     GEOID18
 DR4143  DYNAMIC HEIGHT  -        207.772 (meters)      681.67  (feet) COMP
 DR4143  MODELED GRAVITY -    980,371.2   (mgal)                       NAVD 88
 DR4143
 DR4143  VERT ORDER      -  SECOND    CLASS I
 DR4143
 DR4143.The horizontal coordinates were determined by differentially corrected
 DR4143.hand held GPS observations or other comparable positioning techniques
 DR4143.and have an estimated accuracy of +/- 3 meters.
 DR4143
 DR4143.The orthometric height was determined by differential leveling and
 DR4143.adjusted by the NATIONAL GEODETIC SURVEY
 DR4143.in July 2020.
 DR4143
 DR4143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4143.GEOID18 height accuracy estimate available here.
 DR4143
 DR4143.Click photographs - Photos may exist for this station.
 DR4143
 DR4143.The dynamic height is computed by dividing the NAVD 88
 DR4143.geopotential number by the normal gravity value computed on the
 DR4143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4143.degrees latitude (g = 980.6199 gals.).
 DR4143
 DR4143.The modeled gravity was interpolated from observed gravity values.
 DR4143
 DR4143;                    North         East    Units  Estimated Accuracy
 DR4143;SPC WI S     -   137,762.7     767,570.1     MT  (+/- 3 meters HH1 GPS) 
 DR4143
 DR4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2388585832(NAD 83)
 DR4143
 DR4143                          SUPERSEDED SURVEY CONTROL
 DR4143
 DR4143.No superseded survey control is available for this station.
 DR4143
 DR4143_MARKER: DD = SURVEY DISK
 DR4143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR4143_STAMPING: 9A038 2012
 DR4143_MARK LOGO: WIDT
 DR4143_PROJECTION: FLUSH
 DR4143_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR4143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR4143+STABILITY: SURFACE MOTION
 DR4143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4143+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2019
 DR4143
 DR4143  HISTORY     - Date     Condition        Report By
 DR4143  HISTORY     - 2012     MONUMENTED       WIDT
 DR4143  HISTORY     - 20190925 GOOD             WIDT
 DR4143
 DR4143                          STATION DESCRIPTION
 DR4143
 DR4143'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR4143'THE STATION IS 9 MI (14.5 KM) EAST-NORTHEAST OF MENOMONEE FALLS, 6 MI
 DR4143'(9.7 KM) NORTH OF GLENDALE AND 6 MI (9.7 KM) SOUTH-SOUTHEAST OF
 DR4143'CEDARBURG.
 DR4143'
 DR4143'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 DR4143'STATE HIGHWAY 57 AND STATE HIGHWAY 167 (EXIT 85) IN THE CITY OF
 DR4143'MEQUON, GO WEST ON STATE HIGHWAY 57 AND STATE HIGHWAY 167 (MEQUON
 DR4143'ROAD) FOR 0.75 MI (1.21 KM) TO LILAC LANE ON THE RIGHT AND THE STATION
 DR4143'ON THE LEFT, LOCATED WITHIN THE GRASS MEDIAN OF THE BOULEVARD.
 DR4143'
 DR4143'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR4143'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DR4143'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE STREET PAVEMENT
 DR4143'GRADE.  THE STATION IS 7.8 M (25.6 FT) NORTH OF THE CENTERLINE OF
 DR4143'EASTBOUND MEQUON ROAD, 7.8 M (25.6 FT) SOUTH OF THE CENTERLINE OF
 DR4143'WESTBOUND MEQUON ROAD, 28 M (91.9 FT) EAST OF THE EXTENDED CENTERLINE
 DR4143'OF LILAC LANE, 13 M (42.7 FT) EAST OF A CONCRETE SIDEWALK FOR A
 DR4143'PEDESTRIAN CROSSING, 9 M (29.5 FT) WEST OF THE EXTENDED CENTER OF A
 DR4143'RESIDENTIAL DRIVEWAY -2141-, 5 M (16.4 FT) EAST OF THE EXTENDED CENTER
 DR4143'OF A RESIDENTIAL DRIVEWAY -2213- AND 0.3 M (1.0 FT) EAST OF A WHITE
 DR4143'PLASTIC WITNESS POST.
 DR4143'
 DR4143'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 25
 DR4143'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR9687 ***********************************************************************
 DR9687  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9687  DESIGNATION -  9A039
 DR9687  PID         -  DR9687
 DR9687  STATE/COUNTY-  WI/OZAUKEE
 DR9687  COUNTRY     -  US
 DR9687  USGS QUAD   -  CEDARBURG (2018)
 DR9687
 DR9687                         *CURRENT SURVEY CONTROL
 DR9687  ______________________________________________________________________
 DR9687* NAD 83(2011) POSITION- 43 21 30.56313(N) 087 54 32.35653(W)   ADJUSTED
 DR9687* NAD 83(2011) ELLIP HT-   189.746 (meters)        (12/19/23)   ADJUSTED
 DR9687* NAD 83(2011) EPOCH   -  2010.00
 DR9687* NAVD 88 ORTHO HEIGHT -   225.03  (meters)      738.3   (feet) GPS OBS
 DR9687  ______________________________________________________________________
 DR9687  GEOID HEIGHT    -        -35.286 (meters)                     GEOID18
 DR9687  NAD 83(2011) X  -    169,475.964 (meters)                     COMP
 DR9687  NAD 83(2011) Y  - -4,641,745.609 (meters)                     COMP
 DR9687  NAD 83(2011) Z  -  4,356,674.389 (meters)                     COMP
 DR9687  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC18
 DR9687
 DR9687  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9687  Standards:
 DR9687         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9687            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9687  -------------------------------------------------------------------
 DR9687  NETWORK    0.36   0.74           0.16   0.13   0.38      0.03377414
 DR9687  -------------------------------------------------------------------
 DR9687  Click here for local accuracies and other accuracy information.
 DR9687
 DR9687.The horizontal coordinates were established by GPS observations
 DR9687.and adjusted by the WI DEPT OF TRANSP in December 2023.
 DR9687
 DR9687.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9687.been affixed to the stable North American tectonic plate. See 
 DR9687.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9687
 DR9687.The horizontal coordinates are valid at the epoch date displayed above
 DR9687.which is a decimal equivalence of Year/Month/Day.
 DR9687
 DR9687.The orthometric height was determined by GPS observations and a
 DR9687.high-resolution geoid model using precise GPS observation and
 DR9687.processing techniques.
 DR9687
 DR9687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9687.GEOID18 height accuracy estimate available here.
 DR9687
 DR9687.Click photographs - Photos may exist for this station.
 DR9687
 DR9687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9687
 DR9687.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9687
 DR9687.The ellipsoidal height was determined by GPS observations
 DR9687.and is referenced to NAD 83.
 DR9687
 DR9687. The following values were computed from the NAD 83(2011) position.
 DR9687
 DR9687;                    North         East     Units Scale Factor Converg.
 DR9687;SPC WI S     -   153,040.091   769,479.406   MT  0.99993282   +1 26 12.3
 DR9687;SPC WI S     -   502,099.03  2,524,533.68   sFT  0.99993282   +1 26 12.3
 DR9687;UTM  16      - 4,801,026.892   426,341.898   MT  0.99966674   -0 37 26.8
 DR9687
 DR9687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9687!SPC WI S     -   0.99997025  x   0.99993282  =   0.99990307
 DR9687!UTM  16      -   0.99997025  x   0.99966674  =   0.99963700
 DR9687
 DR9687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2634101026(NAD 83)
 DR9687
 DR9687                          SUPERSEDED SURVEY CONTROL
 DR9687
 DR9687.No superseded survey control is available for this station.
 DR9687
 DR9687_MARKER: DD = SURVEY DISK
 DR9687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9687_STAMPING: 9A039 2013
 DR9687_MARK LOGO: WIDT
 DR9687_PROJECTION: FLUSH
 DR9687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR9687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9687+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2023
 DR9687
 DR9687  HISTORY     - Date     Condition        Report By
 DR9687  HISTORY     - 2013     MONUMENTED       WIDT
 DR9687  HISTORY     - 20231106 GOOD             DJHENK
 DR9687
 DR9687                          STATION DESCRIPTION
 DR9687
 DR9687'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DR9687'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHEAST OF NEWBURG, 5.8
 DR9687'MI (9.3 KM) NORTHEAST OF CEDARBURG AND 2.6 MI (4.2 KM) SOUTHWEST OF
 DR9687'PORT WASHINGTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9687'
 DR9687'TO REACH FROM THE JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 32
 DR9687'(PORT WASHINGTON ROAD) GO NORTHEAST ON STATE HIGHWAY 32 (PORT
 DR9687'WASHINGTON ROAD) FOR 1.0 MI (1.6 KM) TO ULAO PARKWAY.  CONTINUE
 DR9687'NORTHEAST ON STATE HIGHWAY 32 (PORT WASHINGTON ROAD) FOR 0.4 MI (0.6
 DR9687'KM) TO THE STATION ON THE RIGHT.
 DR9687'
 DR9687'THE STATION IS 5.0 M (16.4 FT) SOUTHEAST OF THE EDGE OF PAVEMENT OF
 DR9687'STATE HIGHWAY 32 (PORT WASHINGTON ROAD), 75 M (246.1 FT) SOUTHWEST OF
 DR9687'A GRAVEL DRIVEWAY, 45 M (147.6 FT) NORTHEAST OF A FIELD ENTRANCE, 6 M
 DR9687'(19.7 FT) SOUTHEAST OF A MANHOLE COVER IN THE PAVED SHOULDER AND 1 M
 DR9687'(3.3 FT) NORTH AND WEST OF TWO WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR4145 ***********************************************************************
 DR4145  DESIGNATION -  9A040
 DR4145  PID         -  DR4145
 DR4145  STATE/COUNTY-  WI/WASHINGTON
 DR4145  COUNTRY     -  US
 DR4145  USGS QUAD   -  SUSSEX (2018)
 DR4145
 DR4145                         *CURRENT SURVEY CONTROL
 DR4145  ______________________________________________________________________
 DR4145* NAD 83(1986) POSITION- 43 11 32.76   (N) 088 08 56.83   (W)   HD_HELD1
 DR4145* NAVD 88 ORTHO HEIGHT -   263.535 (meters)      864.61  (feet) ADJUSTED
 DR4145  ______________________________________________________________________
 DR4145  GEOID HEIGHT    -        -34.872 (meters)                     GEOID18
 DR4145  DYNAMIC HEIGHT  -        263.469 (meters)      864.40  (feet) COMP
 DR4145  MODELED GRAVITY -    980,363.4   (mgal)                       NAVD 88
 DR4145
 DR4145  VERT ORDER      -  SECOND    CLASS I
 DR4145
 DR4145.The horizontal coordinates were determined by differentially corrected
 DR4145.hand held GPS observations or other comparable positioning techniques
 DR4145.and have an estimated accuracy of +/- 3 meters.
 DR4145
 DR4145.The orthometric height was determined by differential leveling and
 DR4145.adjusted by the NATIONAL GEODETIC SURVEY
 DR4145.in July 2020.
 DR4145
 DR4145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4145.GEOID18 height accuracy estimate available here.
 DR4145
 DR4145.Click photographs - Photos may exist for this station.
 DR4145
 DR4145.The dynamic height is computed by dividing the NAVD 88
 DR4145.geopotential number by the normal gravity value computed on the
 DR4145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4145.degrees latitude (g = 980.6199 gals.).
 DR4145
 DR4145.The modeled gravity was interpolated from observed gravity values.
 DR4145
 DR4145;                    North         East    Units  Estimated Accuracy
 DR4145;SPC WI S     -   134,137.2     750,429.2     MT  (+/- 3 meters HH1 GPS) 
 DR4145
 DR4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0662982825(NAD 83)
 DR4145
 DR4145                          SUPERSEDED SURVEY CONTROL
 DR4145
 DR4145.No superseded survey control is available for this station.
 DR4145
 DR4145_MARKER: DD = SURVEY DISK
 DR4145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR4145_STAMPING: 9A040 2013
 DR4145_MARK LOGO: WIDT
 DR4145_PROJECTION: FLUSH
 DR4145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR4145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR4145+STABILITY: SURFACE MOTION
 DR4145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4145+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 DR4145
 DR4145  HISTORY     - Date     Condition        Report By
 DR4145  HISTORY     - 2013     MONUMENTED       WIDT
 DR4145  HISTORY     - 20190918 GOOD             WIDT
 DR4145
 DR4145                          STATION DESCRIPTION
 DR4145
 DR4145'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR4145'THE STATION IS 9 MI (14.5 KM) SOUTH OF JACKSON, 5.5 MI (8.8 KM)
 DR4145'NORTHEAST OF SUSSEX, AND 3.5 MI (5.6 KM) SOUTHWEST OF GERMANTOWN.
 DR4145'
 DR4145'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 41 AND US
 DR4145'HIGHWAY 45 WITH COUNTY HIGHWAY Q (EXIT 52) IN THE CITY OF MENOMONEE
 DR4145'FALLS, GO WEST ON COUNTY HIGHWAY Q FOR 0.65 MI (1.05 KM) TO STATE
 DR4145'HIGHWAY 175, CONTINUE WEST ON COUNTY HIGHWAY Q FOR 0.6 MI (1.0 KM) TO
 DR4145'A DRIVEWAY ENTRANCE FOR WE ENERGIES GERMANTOWN POWER PLANT ON THE
 DR4145'RIGHT AND THE STATION ON THE RIGHT.
 DR4145'
 DR4145'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR4145'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DR4145'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT
 DR4145'GRADE.  THE STATION IS 26.3 M (86.3 FT) NORTH OF THE CENTERLINE OF
 DR4145'WESTBOUND COUNTY HIGHWAY Q, 8.9 M (29.2 FT) EAST OF THE CENTER OF THE
 DR4145'DRIVEWAY ENTRANCE FOR WE ENERGIES GERMANTOWN POWER PLANT, 24.9 M (81.7
 DR4145'FT) NORTHEAST OF A STOP SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE
 DR4145'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DR4145'
 DR4145'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR4145'DEGREES ABOVE THE HORIZON EXCEPT FOR A HIGH TRANSMISSION POWER LINE TO
 DR4145'THE EAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP7611 ***********************************************************************
 DP7611  DESIGNATION -  9A041
 DP7611  PID         -  DP7611
 DP7611  STATE/COUNTY-  WI/WASHINGTON
 DP7611  COUNTRY     -  US
 DP7611  USGS QUAD   -  HARTFORD EAST (2018)
 DP7611
 DP7611                         *CURRENT SURVEY CONTROL
 DP7611  ______________________________________________________________________
 DP7611* NAD 83(1986) POSITION- 43 19 28.72   (N) 088 17 57.12   (W)   HD_HELD1
 DP7611* NAVD 88 ORTHO HEIGHT -   329.141 (meters)     1079.86  (feet) ADJUSTED
 DP7611  ______________________________________________________________________
 DP7611  GEOID HEIGHT    -        -34.815 (meters)                     GEOID18
 DP7611  DYNAMIC HEIGHT  -        329.060 (meters)     1079.59  (feet) COMP
 DP7611  MODELED GRAVITY -    980,364.9   (mgal)                       NAVD 88
 DP7611
 DP7611  VERT ORDER      -  SECOND    CLASS I
 DP7611
 DP7611.The horizontal coordinates were determined by differentially corrected
 DP7611.hand held GPS observations or other comparable positioning techniques
 DP7611.and have an estimated accuracy of +/- 3 meters.
 DP7611
 DP7611.The orthometric height was determined by differential leveling and
 DP7611.adjusted by the NATIONAL GEODETIC SURVEY
 DP7611.in July 2015.
 DP7611
 DP7611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7611.GEOID18 height accuracy estimate available here.
 DP7611
 DP7611.Click photographs - Photos may exist for this station.
 DP7611
 DP7611.The dynamic height is computed by dividing the NAVD 88
 DP7611.geopotential number by the normal gravity value computed on the
 DP7611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7611.degrees latitude (g = 980.6199 gals.).
 DP7611
 DP7611.The modeled gravity was interpolated from observed gravity values.
 DP7611
 DP7611;                    North         East    Units  Estimated Accuracy
 DP7611;SPC WI S     -   148,561.8     737,933.8     MT  (+/- 3 meters HH1 GPS) 
 DP7611
 DP7611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9466397686(NAD 83)
 DP7611
 DP7611                          SUPERSEDED SURVEY CONTROL
 DP7611
 DP7611.No superseded survey control is available for this station.
 DP7611
 DP7611_MARKER: DD = SURVEY DISK
 DP7611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7611_STAMPING: 9A041 2013
 DP7611_MARK LOGO: WIDT
 DP7611_PROJECTION: FLUSH
 DP7611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP7611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7611+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2014
 DP7611
 DP7611  HISTORY     - Date     Condition        Report By
 DP7611  HISTORY     - 2013     MONUMENTED       WIDT
 DP7611  HISTORY     - 20141207 GOOD             WIDT
 DP7611
 DP7611                          STATION DESCRIPTION
 DP7611
 DP7611'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP7611'THE STATION IS APPROXIMATELY 7 MI (11.3 KM) WEST OF JACKSON, 4 MI (6.4
 DP7611'KM) EAST OF HARTFORD AND 1 MI (1.6 KM) SOUTHWEST OF SLINGER.
 DP7611'
 DP7611'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH STATE
 DP7611'HIGHWAY 175 IN THE VILLAGE OF SLINGER, GO WEST ON STATE HIGHWAY 60 FOR
 DP7611'1.4 MI (2.3 KM) TO COUNTY HIGHWAY CLOSING CORNER ON THE LEFT AND THE
 DP7611'STATION ON THE LEFT.
 DP7611'
 DP7611'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP7611'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41
 DP7611'CM) DIAMETER CONCRETE POST.  THE STATION IS 18.2 M (59.7 FT) SOUTH OF
 DP7611'THE CENTERLINE OF EASTBOUND STATE HIGHWAY 60, 16.5 M (54.1 FT) EAST OF
 DP7611'THE CENTERLINE OF COUNTY HIGHWAY CLOSING CORNER, 23.1 M (75.8 FT)
 DP7611'SOUTHWEST OF A WOODEN POST FOR A GREEN -SLINGER- SIGN AND IS LOCATED
 DP7611'IN BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP7611'
 DP7611'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP7611'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP7613 ***********************************************************************
 DP7613  DESIGNATION -  9A042
 DP7613  PID         -  DP7613
 DP7613  STATE/COUNTY-  WI/WASHINGTON
 DP7613  COUNTRY     -  US
 DP7613  USGS QUAD   -  JACKSON (2018)
 DP7613
 DP7613                         *CURRENT SURVEY CONTROL
 DP7613  ______________________________________________________________________
 DP7613* NAD 83(1986) POSITION- 43 19 26.53   (N) 088 13 45.61   (W)   HD_HELD1
 DP7613* NAVD 88 ORTHO HEIGHT -   327.435 (meters)     1074.26  (feet) ADJUSTED
 DP7613  ______________________________________________________________________
 DP7613  GEOID HEIGHT    -        -34.862 (meters)                     GEOID18
 DP7613  DYNAMIC HEIGHT  -        327.355 (meters)     1074.00  (feet) COMP
 DP7613  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 DP7613
 DP7613  VERT ORDER      -  SECOND    CLASS I
 DP7613
 DP7613.The horizontal coordinates were determined by differentially corrected
 DP7613.hand held GPS observations or other comparable positioning techniques
 DP7613.and have an estimated accuracy of +/- 3 meters.
 DP7613
 DP7613.The orthometric height was determined by differential leveling and
 DP7613.adjusted by the NATIONAL GEODETIC SURVEY
 DP7613.in July 2015.
 DP7613
 DP7613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7613.GEOID18 height accuracy estimate available here.
 DP7613
 DP7613.Click photographs - Photos may exist for this station.
 DP7613
 DP7613.The dynamic height is computed by dividing the NAVD 88
 DP7613.geopotential number by the normal gravity value computed on the
 DP7613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7613.degrees latitude (g = 980.6199 gals.).
 DP7613
 DP7613.The modeled gravity was interpolated from observed gravity values.
 DP7613
 DP7613;                    North         East    Units  Estimated Accuracy
 DP7613;SPC WI S     -   148,612.2     743,600.3     MT  (+/- 3 meters HH1 GPS) 
 DP7613
 DP7613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0032697533(NAD 83)
 DP7613
 DP7613                          SUPERSEDED SURVEY CONTROL
 DP7613
 DP7613.No superseded survey control is available for this station.
 DP7613
 DP7613_MARKER: DD = SURVEY DISK
 DP7613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7613_STAMPING: 9A042 2013
 DP7613_MARK LOGO: WIDT
 DP7613_PROJECTION: FLUSH
 DP7613_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP7613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7613+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2014
 DP7613
 DP7613  HISTORY     - Date     Condition        Report By
 DP7613  HISTORY     - 2013     MONUMENTED       WIDT
 DP7613  HISTORY     - 20141209 GOOD             WIDT
 DP7613
 DP7613                          STATION DESCRIPTION
 DP7613
 DP7613'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP7613'THE STATION IS APPROXIMATELY 7 MI (11.3 KM) SOUTH OF WEST BEND, 3 MI
 DP7613'(4.8 KM) WEST OF JACKSON AND 3 MI (4.8 KM) EAST OF SLINGER.
 DP7613'
 DP7613'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DP7613'HIGHWAY 60 (EXIT 64), GO EAST ON STATE HIGHWAY 60 FOR 0.5 MI (0.8 KM)
 DP7613'TO COUNTY HIGHWAY C ON THE LEFT AND HILLSIDE ROAD ON THE RIGHT.
 DP7613'CONTINUE EAST ON STATE HIGHWAY 60 FOR 0.55 MI (0.9 KM) TO THE STATION
 DP7613'ON THE RIGHT.
 DP7613'
 DP7613'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP7613'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41
 DP7613'CM) DIAMETER CONCRETE POST, APPROXIMATELY 7 FT (2.1 M) HIGHER THAN THE
 DP7613'HIGHWAY PAVEMENT.  THE STATION IS 18.0 M (59.1 FT) SOUTH OF THE
 DP7613'CENTERLINE OF EASTBOUND STATE HIGHWAY 60, 18.7 M (61.4 FT) NORTHEAST
 DP7613'OF A YELLOW RIGHT-OF-WAY POST AND IS LOCATED IN THE CENTER OF A
 DP7613'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP7613'
 DP7613'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP7613'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP7612 ***********************************************************************
 DP7612  DESIGNATION -  9A043
 DP7612  PID         -  DP7612
 DP7612  STATE/COUNTY-  WI/WASHINGTON
 DP7612  COUNTRY     -  US
 DP7612  USGS QUAD   -  JACKSON (2018)
 DP7612
 DP7612                         *CURRENT SURVEY CONTROL
 DP7612  ______________________________________________________________________
 DP7612* NAD 83(1986) POSITION- 43 19 27.17   (N) 088 12 32.74   (W)   HD_HELD1
 DP7612* NAVD 88 ORTHO HEIGHT -   295.885 (meters)      970.75  (feet) ADJUSTED
 DP7612  ______________________________________________________________________
 DP7612  GEOID HEIGHT    -        -34.881 (meters)                     GEOID18
 DP7612  DYNAMIC HEIGHT  -        295.813 (meters)      970.51  (feet) COMP
 DP7612  MODELED GRAVITY -    980,369.1   (mgal)                       NAVD 88
 DP7612
 DP7612  VERT ORDER      -  SECOND    CLASS I
 DP7612
 DP7612.The horizontal coordinates were determined by differentially corrected
 DP7612.hand held GPS observations or other comparable positioning techniques
 DP7612.and have an estimated accuracy of +/- 3 meters.
 DP7612
 DP7612.The orthometric height was determined by differential leveling and
 DP7612.adjusted by the NATIONAL GEODETIC SURVEY
 DP7612.in July 2015.
 DP7612
 DP7612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7612.GEOID18 height accuracy estimate available here.
 DP7612
 DP7612.Click photographs - Photos may exist for this station.
 DP7612
 DP7612.The dynamic height is computed by dividing the NAVD 88
 DP7612.geopotential number by the normal gravity value computed on the
 DP7612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7612.degrees latitude (g = 980.6199 gals.).
 DP7612
 DP7612.The modeled gravity was interpolated from observed gravity values.
 DP7612
 DP7612;                    North         East    Units  Estimated Accuracy
 DP7612;SPC WI S     -   148,667.0     745,241.2     MT  (+/- 3 meters HH1 GPS) 
 DP7612
 DP7612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0196897528(NAD 83)
 DP7612
 DP7612                          SUPERSEDED SURVEY CONTROL
 DP7612
 DP7612.No superseded survey control is available for this station.
 DP7612
 DP7612_MARKER: DD = SURVEY DISK
 DP7612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7612_STAMPING: 9A043 2013
 DP7612_MARK LOGO: WIDT
 DP7612_PROJECTION: FLUSH
 DP7612_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP7612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7612+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2014
 DP7612
 DP7612  HISTORY     - Date     Condition        Report By
 DP7612  HISTORY     - 2013     MONUMENTED       WIDT
 DP7612  HISTORY     - 20141210 GOOD             WIDT
 DP7612
 DP7612                          STATION DESCRIPTION
 DP7612
 DP7612'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP7612'THE STATION IS APPROXIMATELY 7 MI (11.3 KM) SOUTH OF WEST BEND, 4 MI
 DP7612'(6.4 KM) EAST OF SLINGER AND 2 MI (3.2 KM) WEST OF JACKSON.
 DP7612'
 DP7612'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DP7612'HIGHWAY 60 (EXIT 64), GO EAST ON STATE HIGHWAY 60 FOR 1.5 MI (2.4 KM)
 DP7612'TO SCENIC ROAD.  CONTINUE EAST ON STATE HIGHWAY 60 FOR 0.6 MI (1.0 KM)
 DP7612'TO THE STATION ON THE RIGHT.
 DP7612'
 DP7612'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP7612'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41
 DP7612'CM) DIAMETER CONCRETE POST, APPROXIMATELY 8.5 FT (2.6 M) HIGHER THAN
 DP7612'THE HIGHWAY PAVEMENT.  THE STATION IS 18.8 M (61.7 FT) SOUTH OF THE
 DP7612'CENTERLINE OF EASTBOUND STATE HIGHWAY 60, 45 M (147.6 FT)
 DP7612'EAST-SOUTHEAST OF THE SOUTHERN MOST WOODEN POST FOR A GREEN SIGN -LILY
 DP7612'ROAD- AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DP7612'PLASTIC WITNESS POSTS.
 DP7612'
 DP7612'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP7612'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5348 ***********************************************************************
 DQ5348  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5348  DESIGNATION -  9A044
 DQ5348  PID         -  DQ5348
 DQ5348  STATE/COUNTY-  WI/WASHINGTON
 DQ5348  COUNTRY     -  US
 DQ5348  USGS QUAD   -  NENNO (2018)
 DQ5348
 DQ5348                         *CURRENT SURVEY CONTROL
 DQ5348  ______________________________________________________________________
 DQ5348* NAD 83(2011) POSITION- 43 28 43.60874(N) 088 23 55.05359(W)   ADJUSTED
 DQ5348* NAD 83(2011) ELLIP HT-   283.322 (meters)        (10/26/16)   ADJUSTED
 DQ5348* NAD 83(2011) EPOCH   -  2010.00
 DQ5348* NAVD 88 ORTHO HEIGHT -   318.36  (meters)     1044.5   (feet) GPS OBS
 DQ5348  ______________________________________________________________________
 DQ5348  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5348  GEOID HEIGHT    -        -35.032 (meters)                     GEOID12B
 DQ5348  GEOID HEIGHT    -        -35.027 (meters)                     GEOID18
 DQ5348  NAD 83(2011) X  -    129,548.037 (meters)                     COMP
 DQ5348  NAD 83(2011) Y  - -4,633,909.941 (meters)                     COMP
 DQ5348  NAD 83(2011) Z  -  4,366,446.295 (meters)                     COMP
 DQ5348  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 DQ5348
 DQ5348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5348  Standards:
 DQ5348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5348  -------------------------------------------------------------------
 DQ5348  NETWORK    0.42   0.49           0.19   0.14   0.25     -0.19451345
 DQ5348  -------------------------------------------------------------------
 DQ5348  Click here for local accuracies and other accuracy information.
 DQ5348
 DQ5348.The horizontal coordinates were established by GPS observations
 DQ5348.and adjusted by the WI DEPT OF TRANSP in October 2016.
 DQ5348
 DQ5348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5348.been affixed to the stable North American tectonic plate. See 
 DQ5348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5348
 DQ5348.The horizontal coordinates are valid at the epoch date displayed above
 DQ5348.which is a decimal equivalence of Year/Month/Day.
 DQ5348
 DQ5348.The orthometric height was determined by GPS observations and a
 DQ5348.high-resolution geoid model using precise GPS observation and
 DQ5348.processing techniques.
 DQ5348
 DQ5348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5348.GEOID18 height accuracy estimate available here.
 DQ5348
 DQ5348.Click photographs - Photos may exist for this station.
 DQ5348
 DQ5348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5348
 DQ5348.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5348
 DQ5348.The ellipsoidal height was determined by GPS observations
 DQ5348.and is referenced to NAD 83.
 DQ5348
 DQ5348. The following values were computed from the NAD 83(2011) position.
 DQ5348
 DQ5348;                    North         East     Units Scale Factor Converg.
 DQ5348;SPC WI S     -   165,522.443   729,542.575   MT  0.99993346   +1 06 01.1
 DQ5348;SPC WI S     -   543,051.55  2,393,507.60   sFT  0.99993346   +1 06 01.1
 DQ5348;UTM  16      - 4,814,934.796   386,888.814   MT  0.99975738   -0 57 44.9
 DQ5348
 DQ5348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5348!SPC WI S     -   0.99995557  x   0.99993346  =   0.99988904
 DQ5348!UTM  16      -   0.99995557  x   0.99975738  =   0.99971296
 DQ5348
 DQ5348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8688814934(NAD 83)
 DQ5348
 DQ5348                          SUPERSEDED SURVEY CONTROL
 DQ5348
 DQ5348.No superseded survey control is available for this station.
 DQ5348
 DQ5348_MARKER: DD = SURVEY DISK
 DQ5348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5348_STAMPING: 9A044 2013
 DQ5348_MARK LOGO: WIDT
 DQ5348_PROJECTION: FLUSH
 DQ5348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5348+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2016
 DQ5348
 DQ5348  HISTORY     - Date     Condition        Report By
 DQ5348  HISTORY     - 2013     MONUMENTED       WIDT
 DQ5348  HISTORY     - 20161006 GOOD             WIDT
 DQ5348
 DQ5348                          STATION DESCRIPTION
 DQ5348
 DQ5348'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5348'THE STATION IS 8 MI (12.9 KM) EAST OF MAYVILLE, 5 MI (8.0 KM)
 DQ5348'NORTHWEST OF ALLENTON AND 4 MI (6.4 KM) SOUTHEAST OF THERESA.
 DQ5348'
 DQ5348'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 41 WITH
 DQ5348'COUNTY HIGHWAY D (EXIT 76) ABOUT 10 MI (16.1 KM) WEST-NORTHWEST OF THE
 DQ5348'CITY OF WEST BEND, GO WEST ON COUNTY HIGHWAY D FOR 1.4 MI (2.3 KM) TO
 DQ5348'NENNO ROAD ON THE LEFT.  CONTINUE WEST ON COUNTY HIGHWAY D FOR 0.25 MI
 DQ5348'(0.40 KM) TO THE STATION ON THE RIGHT.
 DQ5348'
 DQ5348'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5348'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ5348'INCHES) DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DQ5348'2 M (6.6 FT) HIGHER THAN PAVEMENT GRADE.  THE STATION IS 16.2 M (53.1
 DQ5348'FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY D, 93 M (305.1 FT) WEST
 DQ5348'OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 9.2 M (30.2 FT)
 DQ5348'NORTH-NORTHEAST OF A STEEL CHANNEL POST FOR A YELLOW CAUTION SIGN
 DQ5348'-INTERSECTION AHEAD 45 MPH-, 7.2 M (23.6 FT) SOUTH OF A BARBED WIRE
 DQ5348'FENCE LINE AND LOCATED IN THE CENTER OF TRIANGLE FORMED BY THREE
 DQ5348'ORANGE 4X4 PLASTIC GUARD POSTS.
 DQ5348'
 DQ5348'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5348'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4643 ***********************************************************************
 DQ4643  DESIGNATION -  9A045
 DQ4643  PID         -  DQ4643
 DQ4643  STATE/COUNTY-  WI/WASHINGTON
 DQ4643  COUNTRY     -  US
 DQ4643  USGS QUAD   -  WEST BEND (2018)
 DQ4643
 DQ4643                         *CURRENT SURVEY CONTROL
 DQ4643  ______________________________________________________________________
 DQ4643* NAD 83(1986) POSITION- 43 27 17.34   (N) 088 09 45.90   (W)   HD_HELD1
 DQ4643* NAVD 88 ORTHO HEIGHT -   294.834 (meters)      967.30  (feet) ADJUSTED
 DQ4643  ______________________________________________________________________
 DQ4643  GEOID HEIGHT    -        -35.026 (meters)                     GEOID18
 DQ4643  DYNAMIC HEIGHT  -        294.769 (meters)      967.09  (feet) COMP
 DQ4643  MODELED GRAVITY -    980,389.5   (mgal)                       NAVD 88
 DQ4643
 DQ4643  VERT ORDER      -  SECOND    CLASS I
 DQ4643
 DQ4643.The horizontal coordinates were determined by differentially corrected
 DQ4643.hand held GPS observations or other comparable positioning techniques
 DQ4643.and have an estimated accuracy of +/- 3 meters.
 DQ4643
 DQ4643.The orthometric height was determined by differential leveling and
 DQ4643.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4643.in April 2017.
 DQ4643
 DQ4643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4643.GEOID18 height accuracy estimate available here.
 DQ4643
 DQ4643.Click photographs - Photos may exist for this station.
 DQ4643
 DQ4643.The dynamic height is computed by dividing the NAVD 88
 DQ4643.geopotential number by the normal gravity value computed on the
 DQ4643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4643.degrees latitude (g = 980.6199 gals.).
 DQ4643
 DQ4643.The modeled gravity was interpolated from observed gravity values.
 DQ4643
 DQ4643;                    North         East    Units  Estimated Accuracy
 DQ4643;SPC WI S     -   163,254.3     748,679.4     MT  (+/- 3 meters HH1 GPS) 
 DQ4643
 DQ4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0592711979(NAD 83)
 DQ4643
 DQ4643                          SUPERSEDED SURVEY CONTROL
 DQ4643
 DQ4643.No superseded survey control is available for this station.
 DQ4643
 DQ4643_MARKER: DD = SURVEY DISK
 DQ4643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4643_STAMPING: 9A045 2013
 DQ4643_MARK LOGO: WIDT
 DQ4643_PROJECTION: FLUSH
 DQ4643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4643+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 DQ4643
 DQ4643  HISTORY     - Date     Condition        Report By
 DQ4643  HISTORY     - 2013     MONUMENTED       WIDT
 DQ4643  HISTORY     - 20161005 GOOD             WIDT
 DQ4643
 DQ4643                          STATION DESCRIPTION
 DQ4643
 DQ4643'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4643'THE STATION IS LOCATED 11 MI (17.7 KM) WEST OF FREDONIA, 5.5 MI (8.8
 DQ4643'KM) SOUTHEAST OF KEWASKUM AND 2 MI (3.2 KM) NORTH OF WEST BEND.
 DQ4643'
 DQ4643'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 (WASHINGTON
 DQ4643'STREET) WITH STATE HIGHWAY 144 (MAIN STREET) IN THE CITY OF WEST BEND,
 DQ4643'GO NORTH ON STATE HIGHWAY 144 (MAIN STREET) FOR 0.85 MI (1.37 KM) TO A
 DQ4643'RIGHT TURN IN THE HIGHWAY ROUTE (BARTON AVENUE).  TURN RIGHT AND
 DQ4643'CONTINUE NORTHERLY ON STATE HIGHWAY 144 (BARTON AVENUE) FOR 1.65 MI
 DQ4643'(2.65 KM) TO NEWARK DRIVE AND THE STATION ON THE LEFT.
 DQ4643'
 DQ4643'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4643'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4643'INCHES) DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) HIGHER THAN
 DQ4643'PAVEMENT GRADE.  THE STATION IS 16.6 M (54.5 FT) NORTHWEST OF THE
 DQ4643'CENTERLINE OF STATE HIGHWAY 144, 23.7 M (77.8 FT) SOUTHWEST OF THE
 DQ4643'CENTERLINE OF NEWARK DRIVE AND IS LOCATED IN THE CENTER OF A TRIANGLE
 DQ4643'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ4643'
 DQ4643'NOTE-THIS STATION HAS ABOVE GROUND POWER LINES TO EAST OF THE STATION
 DQ4643'EXTENDING TO BETWEEN 35 DEGREES AND 60 DEGREES ABOVE THE HORIZON AND
 DQ4643'THE NORTHWEST OF THE STATION EXTENDING TO BETWEEN 30 DEGREES AND 40
 DQ4643'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4644 ***********************************************************************
 DQ4644  DESIGNATION -  9A046
 DQ4644  PID         -  DQ4644
 DQ4644  STATE/COUNTY-  WI/WASHINGTON
 DQ4644  COUNTRY     -  US
 DQ4644  USGS QUAD   -  WEST BEND (2018)
 DQ4644
 DQ4644                         *CURRENT SURVEY CONTROL
 DQ4644  ______________________________________________________________________
 DQ4644* NAD 83(1986) POSITION- 43 25 13.96   (N) 088 08 55.47   (W)   HD_HELD1
 DQ4644* NAVD 88 ORTHO HEIGHT -   268.000 (meters)      879.26  (feet) ADJUSTED
 DQ4644  ______________________________________________________________________
 DQ4644  GEOID HEIGHT    -        -35.004 (meters)                     GEOID18
 DQ4644  DYNAMIC HEIGHT  -        267.939 (meters)      879.06  (feet) COMP
 DQ4644  MODELED GRAVITY -    980,387.2   (mgal)                       NAVD 88
 DQ4644
 DQ4644  VERT ORDER      -  SECOND    CLASS I
 DQ4644
 DQ4644.The horizontal coordinates were determined by differentially corrected
 DQ4644.hand held GPS observations or other comparable positioning techniques
 DQ4644.and have an estimated accuracy of +/- 3 meters.
 DQ4644
 DQ4644.The orthometric height was determined by differential leveling and
 DQ4644.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4644.in April 2017.
 DQ4644
 DQ4644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4644.GEOID18 height accuracy estimate available here.
 DQ4644
 DQ4644.Click photographs - Photos may exist for this station.
 DQ4644
 DQ4644.The dynamic height is computed by dividing the NAVD 88
 DQ4644.geopotential number by the normal gravity value computed on the
 DQ4644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4644.degrees latitude (g = 980.6199 gals.).
 DQ4644
 DQ4644.The modeled gravity was interpolated from observed gravity values.
 DQ4644
 DQ4644;                    North         East    Units  Estimated Accuracy
 DQ4644;SPC WI S     -   159,472.9     749,897.4     MT  (+/- 3 meters HH1 GPS) 
 DQ4644
 DQ4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0700808158(NAD 83)
 DQ4644
 DQ4644                          SUPERSEDED SURVEY CONTROL
 DQ4644
 DQ4644.No superseded survey control is available for this station.
 DQ4644
 DQ4644_MARKER: DD = SURVEY DISK
 DQ4644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4644_STAMPING: 9A046 2013
 DQ4644_MARK LOGO: WIDT
 DQ4644_PROJECTION: FLUSH
 DQ4644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4644+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 DQ4644
 DQ4644  HISTORY     - Date     Condition        Report By
 DQ4644  HISTORY     - 2013     MONUMENTED       WIDT
 DQ4644  HISTORY     - 20161005 GOOD             WIDT
 DQ4644
 DQ4644                          STATION DESCRIPTION
 DQ4644
 DQ4644'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4644'THE STATION IS LOCATED IN THE CITY OF WEST BEND, APPROXIMATELY 8 MI
 DQ4644'(12.9 KM) SOUTHEAST OF KEWASKUM, 6.5 MI (10.5 KM) NORTH OF JACKSON AND
 DQ4644'5.5 MI (8.8 KM) WEST OF NEWBURG.
 DQ4644'
 DQ4644'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 (WASHINGTON
 DQ4644'STREET) WITH STATE HIGHWAY 144 (MAIN STREET) IN THE CITY OF WEST BEND,
 DQ4644'GO EAST ON STATE HIGHWAY 33 (WASHINGTON STREET) FOR 1.7 MI (2.7 KM) TO
 DQ4644'MUNICIPAL DRIVE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON MUNICIPAL
 DQ4644'DRIVE FOR 0.5 MI (0.8 KM) TO A GATED ENTRANCE FOR THE CITY OF WEST
 DQ4644'BEND WASTEWATER TREATMENT FACILITY AND A PARKING LOT ON THE LEFT.
 DQ4644'TURN LEFT AND GO NORTH THROUGH THE PARKING LOT FOR APPROXIMATELY 175
 DQ4644'FT (53.3 M) TO A GATED ENTRANCE IN AN EAST-WEST FENCE LINE.
 DQ4644'(PERMISSION TO ENTER MUST BE GRANTED BY THE FACILITY PERSONNEL.)
 DQ4644'CONTINUE NORTH THROUGH THE GATED ENTRANCE TO THE STATION AHEAD,
 DQ4644'LOCATED IN A LAWN AREA ABOUT 175 FT (53.3 M) DUE NORTH OF THE
 DQ4644'NORTHWEST CORNER OF THE CITY OF WEST BEND WASTEWATER TREATMENT
 DQ4644'FACILITY BUILDING.
 DQ4644'
 DQ4644'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4644'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ4644'THE SOUTH SIDE OF THE 36 INCH (91 CM) DIAMETER, 12 FT (3.7 M) CONCRETE
 DQ4644'FOUNDATION FOR A CONTINUOUSLY OPERATING REFERENCE STATION, LOCATED
 DQ4644'APPROXIMATELY 9 INCHES (23 CM) ABOVE GROUND.  THE CONTINUOUSLY
 DQ4644'OPERATING REFERENCE STATION IS LOCATED 100 FT (30.5 M) EAST OF THE
 DQ4644'NORTH-SOUTH FENCE LINE OF A CYCLONE FENCE SURROUNDING THE PROPERTY,
 DQ4644'115 FT (35.1 M) NORTH OF THE BACK OF THE CONCRETE CURB FOR AN EMPLOYEE
 DQ4644'PARKING AREA FOR THE WASTEWATER TREATMENT FACILITY AND 43 FT (13.1 M)
 DQ4644'NORTHWEST OF A 10 FT (3.0 M) HIGH CONCRETE WALL FOR THE SOUTHWEST MOST
 DQ4644'ONE OF FOUR WATER TREATMENT RESERVOIR TANKS.
 DQ4644'
 DQ4644'NOTE-THIS STATION IS THE BASE MARK FOR A CONTINUOUSLY OPERATING
 DQ4644'REFERENCE STATION.   NOTE2-THE CONCRETE BASE FOUNDATION FOR THE
 DQ4644'CONTINUOUSLY OPERATING REFERENCE STATION WAS CONSTRUCTED IN 2007.  THE
 DQ4644'BASE MARK SURVEY DISK WAS SET IN 2013.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3241 ***********************************************************************
 DS3241  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3241  DESIGNATION -  9A047
 DS3241  PID         -  DS3241
 DS3241  STATE/COUNTY-  WI/MARQUETTE
 DS3241  COUNTRY     -  US
 DS3241  USGS QUAD   -  OXFORD (2018)
 DS3241
 DS3241                         *CURRENT SURVEY CONTROL
 DS3241  ______________________________________________________________________
 DS3241* NAD 83(2011) POSITION- 43 50 21.58478(N) 089 31 41.07356(W)   ADJUSTED
 DS3241* NAD 83(2011) ELLIP HT-   239.973 (meters)        (01/07/25)   ADJUSTED
 DS3241* NAD 83(2011) EPOCH   -  2010.00
 DS3241* NAVD 88 ORTHO HEIGHT -   275.85  (meters)      905.0   (feet) GPS OBS
 DS3241  ______________________________________________________________________
 DS3241  GEOID HEIGHT    -        -35.860 (meters)                     GEOID18
 DS3241  NAD 83(2011) X  -     37,954.221 (meters)                     COMP
 DS3241  NAD 83(2011) Y  - -4,607,876.330 (meters)                     COMP
 DS3241  NAD 83(2011) Z  -  4,395,398.621 (meters)                     COMP
 DS3241  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 DS3241
 DS3241  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3241  Standards:
 DS3241         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3241            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3241  -------------------------------------------------------------------
 DS3241  NETWORK    0.49   1.14           0.22   0.17   0.58     -0.08529893
 DS3241  -------------------------------------------------------------------
 DS3241  Click here for local accuracies and other accuracy information.
 DS3241
 DS3241.The horizontal coordinates were established by GPS observations
 DS3241.and adjusted by the WI DEPT OF TRANSP in January 2025.
 DS3241
 DS3241.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3241.been affixed to the stable North American tectonic plate. See 
 DS3241.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3241
 DS3241.The horizontal coordinates are valid at the epoch date displayed above
 DS3241.which is a decimal equivalence of Year/Month/Day.
 DS3241
 DS3241.The orthometric height was determined by GPS observations and a
 DS3241.high-resolution geoid model using precise GPS observation and
 DS3241.processing techniques.
 DS3241
 DS3241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3241.GEOID18 height accuracy estimate available here.
 DS3241
 DS3241.Click photographs - Photos may exist for this station.
 DS3241
 DS3241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3241
 DS3241.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3241
 DS3241.The ellipsoidal height was determined by GPS observations
 DS3241.and is referenced to NAD 83.
 DS3241
 DS3241. The following values were computed from the NAD 83(2011) position.
 DS3241
 DS3241;                    North         East     Units Scale Factor Converg.
 DS3241;SPC WI S     -   204,442.694   637,951.570   MT  0.99996175   +0 19 27.3
 DS3241;SPC WI S     -   670,742.41  2,093,012.78   sFT  0.99996175   +0 19 27.3
 DS3241;UTM  16      - 4,857,134.347   296,764.815   MT  1.00010806   -1 45 05.9
 DS3241
 DS3241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3241!SPC WI S     -   0.99996237  x   0.99996175  =   0.99992412
 DS3241!UTM  16      -   0.99996237  x   1.00010806  =   1.00007043
 DS3241
 DS3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9676457134(NAD 83)
 DS3241
 DS3241                          SUPERSEDED SURVEY CONTROL
 DS3241
 DS3241.No superseded survey control is available for this station.
 DS3241
 DS3241_MARKER: DD = SURVEY DISK
 DS3241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3241_STAMPING: 9A047 2014
 DS3241_MARK LOGO: WIDT
 DS3241_PROJECTION: FLUSH
 DS3241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3241+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2024
 DS3241
 DS3241  HISTORY     - Date     Condition        Report By
 DS3241  HISTORY     - 2014     MONUMENTED       WIDT
 DS3241  HISTORY     - 20240720 GOOD             DJHENK
 DS3241
 DS3241                          STATION DESCRIPTION
 DS3241
 DS3241'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (DJH)
 DS3241'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST OF BROOKS, 4.6 MI
 DS3241'(7.4 KM) NORTH-NORTHEAST OF OXFORD AND 3.5 MI (5.6 KM) SOUTH-SOUTHWEST
 DS3241'OF WESTFIELD.
 DS3241'
 DS3241'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 82 WITH COUNTY
 DS3241'HIGHWAY A IN OXFORD, WI, GO NORTH ON COUNTY HIGHWAY A FOR 2.8 MI (4.5
 DS3241'KM) TO COUNTY HIGHWAY J.  TURN RIGHT AND GE EAST AND THEN NORTH ON
 DS3241'COUNTY HIGHWAY J FOR 3.6 MI (5.8 KM) TO THE STATION ON THE RIGHT.
 DS3241'
 DS3241'THE STATION IS LOCATED 4.2 M (13.8 FT) SOUTH OF THE CENTERLINE OF
 DS3241'COUNTY HIGHWAY J, 31 M (101.7 FT) SOUTH OF A POWER PEDESTAL --SP105--,
 DS3241'18 M (59.1 FT) SOUTH-SOUTHWEST OF A WOODEN POST FOR A --CURVE ARROW--
 DS3241'SIGN AND 1 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4222 ***********************************************************************
 DS4222  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4222  DESIGNATION -  9A048
 DS4222  PID         -  DS4222
 DS4222  STATE/COUNTY-  WI/FOND DU LAC
 DS4222  COUNTRY     -  US
 DS4222  USGS QUAD   -  SAINT PETER (2018)
 DS4222
 DS4222                         *CURRENT SURVEY CONTROL
 DS4222  ______________________________________________________________________
 DS4222* NAD 83(2011) POSITION- 43 50 00.72305(N) 088 17 36.81144(W)   ADJUSTED
 DS4222* NAD 83(2011) ELLIP HT-   275.043 (meters)        (11/18/25)   ADJUSTED
 DS4222* NAD 83(2011) EPOCH   -  2010.00
 DS4222* NAVD 88 ORTHO HEIGHT -   310.85  (meters)     1019.8   (feet) GPS OBS
 DS4222  ______________________________________________________________________
 DS4222  GEOID HEIGHT    -        -35.798 (meters)                     GEOID18
 DS4222  NAD 83(2011) X  -    137,234.867 (meters)                     COMP
 DS4222  NAD 83(2011) Y  - -4,606,460.112 (meters)                     COMP
 DS4222  NAD 83(2011) Z  -  4,394,958.456 (meters)                     COMP
 DS4222  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 DS4222
 DS4222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4222  Standards:
 DS4222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4222  -------------------------------------------------------------------
 DS4222  NETWORK    0.97   1.31           0.44   0.34   0.67      0.01761999
 DS4222  -------------------------------------------------------------------
 DS4222  Click here for local accuracies and other accuracy information.
 DS4222
 DS4222.The horizontal coordinates were established by GPS observations
 DS4222.and adjusted by the WI DEPT OF TRANSP in November 2025.
 DS4222
 DS4222.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4222.frame has been affixed to the stable North American tectonic plate 
 DS4222
 DS4222.The horizontal coordinates are valid at the epoch date displayed above
 DS4222.which is a decimal equivalence of Year/Month/Day.
 DS4222
 DS4222.The orthometric height was determined by GPS observations and a
 DS4222.high-resolution geoid model using precise GPS observation and
 DS4222.processing techniques.
 DS4222
 DS4222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4222.GEOID18 height accuracy estimate available here.
 DS4222
 DS4222.Click photographs - Photos may exist for this station.
 DS4222
 DS4222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4222
 DS4222.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4222
 DS4222.The ellipsoidal height was determined by GPS observations
 DS4222.and is referenced to NAD 83.
 DS4222
 DS4222. The following values were computed from the NAD 83(2011) position.
 DS4222
 DS4222;                    North         East     Units Scale Factor Converg.
 DS4222;SPC WI S     -   205,095.689   737,234.313   MT  0.99996098   +1 10 21.0
 DS4222;SPC WI S     -   672,884.77  2,418,742.91   sFT  0.99996098   +1 10 21.0
 DS4222;UTM  16      - 4,854,197.258   396,000.178   MT  0.99973303   -0 53 45.4
 DS4222
 DS4222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4222!SPC WI S     -   0.99995687  x   0.99996098  =   0.99991785
 DS4222!UTM  16      -   0.99995687  x   0.99973303  =   0.99968991
 DS4222
 DS4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9600054197(NAD 83)
 DS4222
 DS4222                          SUPERSEDED SURVEY CONTROL
 DS4222
 DS4222.No superseded survey control is available for this station.
 DS4222
 DS4222_MARKER: DD = SURVEY DISK
 DS4222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4222_STAMPING: 9A048 2013
 DS4222_MARK LOGO: WIDT
 DS4222_PROJECTION: FLUSH
 DS4222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4222+STABILITY: SURFACE MOTION
 DS4222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4222+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2024
 DS4222
 DS4222  HISTORY     - Date     Condition        Report By
 DS4222  HISTORY     - 2013     MONUMENTED       WIDT
 DS4222  HISTORY     - 20241031 GOOD             COLEM
 DS4222
 DS4222                          STATION DESCRIPTION
 DS4222
 DS4222'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS4222'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF MARYTOWN, 6.4
 DS4222'MI (10.3 KM) WEST OF SAINT CLOUD AND 2.4 MI (3.9 KM) EAST OF SAINT
 DS4222'PETER.
 DS4222'
 DS4222'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 151 AND STATE HIGHWAY
 DS4222'23, HEAD EAST ON STATE HIGHWAY 23 FOR 8.9 MI (14.3 KM) TO TOWER ROAD.
 DS4222'TURN LEFT AND HEAD NORTH FOR 3.6 MI (5.8 KM) TO COUNTY ROAD WH.  TURN
 DS4222'RIGHT AND HEAD EAST FOR 1.5 MI (2.4 KM) TO THE STATION ON THE RIGHT.
 DS4222'
 DS4222'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS4222'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 13.2 INCH (34 CM)
 DS4222'CONCRETE POST SET 2 FT (0.6 M) BELOW THE LEVEL OF COUNTY HIGHWAY WH.
 DS4222'THE STATION IS 27.5 FT (8.4 M) SOUTH OF THE CENTERLINE OF COUNTY
 DS4222'HIGHWAY WH, 13.8 FT (4.2 M) NORTH OF THE EDGE OF AN AGRICULTURAL
 DS4222'FIELD, 80.1 FT (24.4 M) SOUTH OF POWER POLE WITH TAG 03-7586 AND 171.3
 DS4222'FT (52.2 M) EAST OF THE BRAND DISK OF A FIBER OPTIC LINE MANHOLE.  THE
 DS4222'STATION IS BETWEEN TWO WHITE PLASTIC WITNESS STAKES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4992 ***********************************************************************
 DQ4992  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4992  DESIGNATION -  9A049
 DQ4992  PID         -  DQ4992
 DQ4992  STATE/COUNTY-  WI/MANITOWOC
 DQ4992  COUNTRY     -  US
 DQ4992  USGS QUAD   -  REEDSVILLE (2018)
 DQ4992
 DQ4992                         *CURRENT SURVEY CONTROL
 DQ4992  ______________________________________________________________________
 DQ4992* NAD 83(2011) POSITION- 44 09 11.93230(N) 087 53 20.57026(W)   ADJUSTED
 DQ4992* NAD 83(2011) ELLIP HT-   219.650 (meters)        (04/14/17)   ADJUSTED
 DQ4992* NAD 83(2011) EPOCH   -  2010.00
 DQ4992* NAVD 88 ORTHO HEIGHT -   255.69  (meters)      838.9   (feet) GPS OBS
 DQ4992  ______________________________________________________________________
 DQ4992  GEOID HEIGHT    -        -36.047 (meters)                     GEOID18
 DQ4992  NAD 83(2011) X  -    168,842.487 (meters)                     COMP
 DQ4992  NAD 83(2011) Y  - -4,580,673.130 (meters)                     COMP
 DQ4992  NAD 83(2011) Z  -  4,420,482.975 (meters)                     COMP
 DQ4992  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 DQ4992
 DQ4992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4992  Standards:
 DQ4992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4992  -------------------------------------------------------------------
 DQ4992  NETWORK    0.46   0.49           0.20   0.17   0.25      0.07773233
 DQ4992  -------------------------------------------------------------------
 DQ4992  Click here for local accuracies and other accuracy information.
 DQ4992
 DQ4992.The horizontal coordinates were established by GPS observations
 DQ4992.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4992
 DQ4992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4992.been affixed to the stable North American tectonic plate. See 
 DQ4992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4992
 DQ4992.The horizontal coordinates are valid at the epoch date displayed above
 DQ4992.which is a decimal equivalence of Year/Month/Day.
 DQ4992
 DQ4992.The orthometric height was determined by GPS observations and a
 DQ4992.high-resolution geoid model using precise GPS observation and
 DQ4992.processing techniques.
 DQ4992
 DQ4992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4992.GEOID18 height accuracy estimate available here.
 DQ4992
 DQ4992.Click photographs - Photos may exist for this station.
 DQ4992
 DQ4992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4992
 DQ4992.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4992
 DQ4992.The ellipsoidal height was determined by GPS observations
 DQ4992.and is referenced to NAD 83.
 DQ4992
 DQ4992. The following values were computed from the NAD 83(2011) position.
 DQ4992
 DQ4992;                    North         East     Units Scale Factor Converg.
 DQ4992;SPC WI S     -   241,359.935   768,860.015   MT  1.00001875   +1 27 01.6
 DQ4992;SPC WI S     -   791,861.72  2,522,501.57   sFT  1.00001875   +1 27 01.6
 DQ4992;UTM  16      - 4,889,285.614   428,905.137   MT  0.99966216   -0 37 09.5
 DQ4992
 DQ4992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4992!SPC WI S     -   0.99996556  x   1.00001875  =   0.99998431
 DQ4992!UTM  16      -   0.99996556  x   0.99966216  =   0.99962773
 DQ4992
 DQ4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2890589285(NAD 83)
 DQ4992
 DQ4992                          SUPERSEDED SURVEY CONTROL
 DQ4992
 DQ4992.No superseded survey control is available for this station.
 DQ4992
 DQ4992_MARKER: DD = SURVEY DISK
 DQ4992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4992_STAMPING: 9A049 2013
 DQ4992_MARK LOGO: WIDT
 DQ4992_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ4992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4992+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DQ4992
 DQ4992  HISTORY     - Date     Condition        Report By
 DQ4992  HISTORY     - 2013     MONUMENTED       WIDT
 DQ4992  HISTORY     - 20150420 GOOD             WIDT
 DQ4992
 DQ4992                          STATION DESCRIPTION
 DQ4992
 DQ4992'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4992'THE STATION IS APPROXIMATELY 12.5 MI (20.1 KM) NORTHWEST OF MANITOWOC,
 DQ4992'6.0 MI (9.7 KM) NORTH OF VALDERS, AND 1.6 MI (2.6 KM) WEST OF
 DQ4992'WHITELAW.
 DQ4992'
 DQ4992'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DQ4992'HIGHWAY W IN THE VILLAGE OF REEDSVILLE, GO EAST ON US HIGHWAY 10 FOR
 DQ4992'3.2 MI (5.1 KM) TO COUNTY HIGHWAY G ON THE LEFT AND GRIMMS ROAD ON THE
 DQ4992'RIGHT.  TURN LEFT AND GO NORTH ON COUNTY HIGHWAY G FOR 0.2 MI (0.3 KM)
 DQ4992'TO SAN ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON SAN ROAD FOR 0.65
 DQ4992'MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DQ4992'
 DQ4992'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4992'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4992'INCHES) DIAMETER CONCRETE POST, ABOUT 0.75 M (2.5 FT) LOWER THAN THE
 DQ4992'ROAD GRADE.  THE STATION IS 10.1 M (33.1 FT) SOUTH OF THE CENTERLINE
 DQ4992'OF SAN ROAD, 36.3 M (119.1 FT) EAST OF AN ORANGE OVER WHITE BURIED
 DQ4992'TELEPHONE CABLE WITNESS POST, 23 M (75.5 FT) WEST OF THE CENTER OF A
 DQ4992'FIELD ENTRANCE, AND LOCATED BETWEEN TWO ORANGE PLASTIC 4X4 GUARD
 DQ4992'POSTS.
 DQ4992'
 DQ4992'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4992'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4223 ***********************************************************************
 DS4223  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4223  DESIGNATION -  9A050
 DS4223  PID         -  DS4223
 DS4223  STATE/COUNTY-  WI/CALUMET
 DS4223  COUNTRY     -  US
 DS4223  USGS QUAD   -  CHILTON (2018)
 DS4223
 DS4223                         *CURRENT SURVEY CONTROL
 DS4223  ______________________________________________________________________
 DS4223* NAD 83(2011) POSITION- 44 00 01.69850(N) 088 14 13.39376(W)   ADJUSTED
 DS4223* NAD 83(2011) ELLIP HT-   265.171 (meters)        (11/18/25)   ADJUSTED
 DS4223* NAD 83(2011) EPOCH   -  2010.00
 DS4223* NAVD 88 ORTHO HEIGHT -   301.23  (meters)      988.3   (feet) GPS OBS
 DS4223  ______________________________________________________________________
 DS4223  GEOID HEIGHT    -        -36.054 (meters)                     GEOID18
 DS4223  NAD 83(2011) X  -    141,381.639 (meters)                     COMP
 DS4223  NAD 83(2011) Y  - -4,593,455.413 (meters)                     COMP
 DS4223  NAD 83(2011) Z  -  4,408,313.527 (meters)                     COMP
 DS4223  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 DS4223
 DS4223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4223  Standards:
 DS4223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4223  -------------------------------------------------------------------
 DS4223  NETWORK    0.64   0.88           0.29   0.22   0.45      0.05322291
 DS4223  -------------------------------------------------------------------
 DS4223  Click here for local accuracies and other accuracy information.
 DS4223
 DS4223.The horizontal coordinates were established by GPS observations
 DS4223.and adjusted by the WI DEPT OF TRANSP in November 2025.
 DS4223
 DS4223.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4223.frame has been affixed to the stable North American tectonic plate 
 DS4223
 DS4223.The horizontal coordinates are valid at the epoch date displayed above
 DS4223.which is a decimal equivalence of Year/Month/Day.
 DS4223
 DS4223.The orthometric height was determined by GPS observations and a
 DS4223.high-resolution geoid model using precise GPS observation and
 DS4223.processing techniques.
 DS4223
 DS4223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4223.GEOID18 height accuracy estimate available here.
 DS4223
 DS4223.Click photographs - Photos may exist for this station.
 DS4223
 DS4223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4223
 DS4223.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4223
 DS4223.The ellipsoidal height was determined by GPS observations
 DS4223.and is referenced to NAD 83.
 DS4223
 DS4223. The following values were computed from the NAD 83(2011) position.
 DS4223
 DS4223;                    North         East     Units Scale Factor Converg.
 DS4223;SPC WI S     -   223,734.126   741,385.742   MT  0.99998723   +1 12 40.8
 DS4223;SPC WI S     -   734,034.38  2,432,363.06   sFT  0.99998723   +1 12 40.8
 DS4223;UTM  16      - 4,872,669.060   400,820.814   MT  0.99972098   -0 51 33.9
 DS4223
 DS4223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4223!SPC WI S     -   0.99995842  x   0.99998723  =   0.99994565
 DS4223!UTM  16      -   0.99995842  x   0.99972098  =   0.99967941
 DS4223
 DS4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0082072669(NAD 83)
 DS4223
 DS4223                          SUPERSEDED SURVEY CONTROL
 DS4223
 DS4223.No superseded survey control is available for this station.
 DS4223
 DS4223_MARKER: DD = SURVEY DISK
 DS4223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4223_STAMPING: 9A050 2013
 DS4223_MARK LOGO: WIDT
 DS4223_PROJECTION: FLUSH
 DS4223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4223+STABILITY: SURFACE MOTION
 DS4223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4223+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2024
 DS4223
 DS4223  HISTORY     - Date     Condition        Report By
 DS4223  HISTORY     - 2013     MONUMENTED       WIDT
 DS4223  HISTORY     - 20241028 GOOD             COLEM
 DS4223
 DS4223                          STATION DESCRIPTION
 DS4223
 DS4223'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS4223'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF
 DS4223'STOCKBRIDGE, 4.2 MI (6.8 KM) EAST-NORTHEAST OF BROTHERTOWN AND 4.2 MI
 DS4223'(6.8 KM) WEST-SOUTHWEST OF CHILTON.
 DS4223'
 DS4223'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 55 AND U.S. 151, GO
 DS4223'EAST ON U.S. 151 FOR 3.6 MI (5.8 KM) TO THE STATION ON THE LEFT.
 DS4223'
 DS4223'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS4223'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41
 DS4223'CM) DIAMETER ROUND CONCRETE POST.  MONUMENT IS FLUSH WITH THE GROUND
 DS4223'AND EVEN WITH THE ROAD ELEVATION.  THE STATION IS 55 FT (16.8 M) WEST
 DS4223'OF THE CENTERLINE OF MINEHAN ROAD, 96 FT (29.3 M) SOUTH OF THE
 DS4223'CENTERLINE OF U.S. 151, 49 FT (14.9 M) SOUTHWEST OF A STOP SIGN, 22 FT
 DS4223'(6.7 M) SOUTH OF A R.O.W. POST, 3 FT (0.9 M) SOUTH OF WHITE SURVEY
 DS4223'MARKER STAKE AND 3 FT (0.9 M) EAST OF WHITE SURVEY MARKER STAKE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4224 ***********************************************************************
 DS4224  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4224  DESIGNATION -  9A051
 DS4224  PID         -  DS4224
 DS4224  STATE/COUNTY-  WI/CALUMET
 DS4224  COUNTRY     -  US
 DS4224  USGS QUAD   -  NEENAH (2018)
 DS4224
 DS4224                         *CURRENT SURVEY CONTROL
 DS4224  ______________________________________________________________________
 DS4224* NAD 83(2011) POSITION- 44 12 42.34999(N) 088 23 51.78935(W)   ADJUSTED
 DS4224* NAD 83(2011) ELLIP HT-   192.942 (meters)        (11/18/25)   ADJUSTED
 DS4224* NAD 83(2011) EPOCH   -  2010.00
 DS4224* NAVD 88 ORTHO HEIGHT -   229.26  (meters)      752.2   (feet) GPS OBS
 DS4224  ______________________________________________________________________
 DS4224  GEOID HEIGHT    -        -36.311 (meters)                     GEOID18
 DS4224  NAD 83(2011) X  -    128,042.043 (meters)                     COMP
 DS4224  NAD 83(2011) Y  - -4,577,447.629 (meters)                     COMP
 DS4224  NAD 83(2011) Z  -  4,425,121.973 (meters)                     COMP
 DS4224  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 DS4224
 DS4224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4224  Standards:
 DS4224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4224  -------------------------------------------------------------------
 DS4224  NETWORK    0.85   1.25           0.39   0.29   0.64      0.07846313
 DS4224  -------------------------------------------------------------------
 DS4224  Click here for local accuracies and other accuracy information.
 DS4224
 DS4224.The horizontal coordinates were established by GPS observations
 DS4224.and adjusted by the WI DEPT OF TRANSP in November 2025.
 DS4224
 DS4224.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4224.frame has been affixed to the stable North American tectonic plate 
 DS4224
 DS4224.The horizontal coordinates are valid at the epoch date displayed above
 DS4224.which is a decimal equivalence of Year/Month/Day.
 DS4224
 DS4224.The orthometric height was determined by GPS observations and a
 DS4224.high-resolution geoid model using precise GPS observation and
 DS4224.processing techniques.
 DS4224
 DS4224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4224.GEOID18 height accuracy estimate available here.
 DS4224
 DS4224.Click photographs - Photos may exist for this station.
 DS4224
 DS4224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4224
 DS4224.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4224
 DS4224.The ellipsoidal height was determined by GPS observations
 DS4224.and is referenced to NAD 83.
 DS4224
 DS4224. The following values were computed from the NAD 83(2011) position.
 DS4224
 DS4224;                    North         East     Units Scale Factor Converg.
 DS4224;SPC WI S     -   246,947.573   728,051.175   MT  1.00003271   +1 06 03.4
 DS4224;SPC WI S     -   810,193.83  2,388,614.56   sFT  1.00003271   +1 06 03.4
 DS4224;UTM  16      - 4,896,343.251   388,338.121   MT  0.99975334   -0 58 29.1
 DS4224
 DS4224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4224!SPC WI S     -   0.99996975  x   1.00003271  =   1.00000246
 DS4224!UTM  16      -   0.99996975  x   0.99975334  =   0.99972309
 DS4224
 DS4224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8833896343(NAD 83)
 DS4224
 DS4224                          SUPERSEDED SURVEY CONTROL
 DS4224
 DS4224.No superseded survey control is available for this station.
 DS4224
 DS4224_MARKER: DD = SURVEY DISK
 DS4224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4224_STAMPING: 9A051 2013
 DS4224_MARK LOGO: WIDT
 DS4224_PROJECTION: FLUSH
 DS4224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4224+STABILITY: SURFACE MOTION
 DS4224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4224+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2024
 DS4224
 DS4224  HISTORY     - Date     Condition        Report By
 DS4224  HISTORY     - 2013     MONUMENTED       WIDT
 DS4224  HISTORY     - 20241031 GOOD             COLEM
 DS4224
 DS4224                          STATION DESCRIPTION
 DS4224
 DS4224'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS4224'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-NORTHWEST OF SHERWOOD,
 DS4224'3.6 MI (5.8 KM) EAST-NORTHEAST OF NEENAH AND 3.6 MI (5.8 KM)
 DS4224'SOUTH-SOUTHEAST OF APPLETON.
 DS4224'
 DS4224'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY
 DS4224'114/PLANK ROAD AND ONEDIA STREET, GO EAST ON U.S. HIGHWAY 10/STATE
 DS4224'HIGHWAY 114/PLANK ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DS4224'RIGHT.
 DS4224'
 DS4224'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS4224'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 13.3 INCH (34 CM)
 DS4224'CONCRETE POST THAT IS 1 FT (0.3 M) BELOW THE LEVEL OF U.S. HIGHWAY 10.
 DS4224'THE STATION IS 40.4 FT (12.3 M) SOUTH OF THE EDGE OF U.S. HIGHWAY 10,
 DS4224'20.3 FT (6.2 M) NORTH OF A YELLOW RIGHT-OF-WAY POST, 72.2 FT (22.0 M)
 DS4224'NORTHWEST OF THE 'R' ON THE COVER OF A MONITORING WELL, 62.4 FT (19.0
 DS4224'M) NORTH OF POWER POLE WITH TAG 92-22697 AND 109.2 FT (33.3 M) EAST OF
 DS4224'LIGHT POST WITH TAG 04-16203.  THE STATION 1 FT (0.3 M) SOUTH OF A
 DS4224'WHITE PLASTIC WITNESS STAKE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4217 ***********************************************************************
 DS4217  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4217  DESIGNATION -  9A052
 DS4217  PID         -  DS4217
 DS4217  STATE/COUNTY-  WI/WINNEBAGO
 DS4217  COUNTRY     -  US
 DS4217  USGS QUAD   -  VAN DYNE (2018)
 DS4217
 DS4217                         *CURRENT SURVEY CONTROL
 DS4217  ______________________________________________________________________
 DS4217* NAD 83(2011) POSITION- 43 58 38.54277(N) 088 31 48.66330(W)   ADJUSTED
 DS4217* NAD 83(2011) ELLIP HT-   195.206 (meters)        (11/18/25)   ADJUSTED
 DS4217* NAD 83(2011) EPOCH   -  2010.00
 DS4217* NAVD 88 ORTHO HEIGHT -   231.45  (meters)      759.3   (feet) GPS OBS
 DS4217  ______________________________________________________________________
 DS4217  GEOID HEIGHT    -        -36.234 (meters)                     GEOID18
 DS4217  NAD 83(2011) X  -    117,923.788 (meters)                     COMP
 DS4217  NAD 83(2011) Y  - -4,595,850.295 (meters)                     COMP
 DS4217  NAD 83(2011) Z  -  4,406,418.298 (meters)                     COMP
 DS4217  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 DS4217
 DS4217  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4217  Standards:
 DS4217         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4217            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4217  -------------------------------------------------------------------
 DS4217  NETWORK    0.87   1.37           0.40   0.30   0.70      0.07221418
 DS4217  -------------------------------------------------------------------
 DS4217  Click here for local accuracies and other accuracy information.
 DS4217
 DS4217.The horizontal coordinates were established by GPS observations
 DS4217.and adjusted by the WI DEPT OF TRANSP in November 2025.
 DS4217
 DS4217.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4217.frame has been affixed to the stable North American tectonic plate 
 DS4217
 DS4217.The horizontal coordinates are valid at the epoch date displayed above
 DS4217.which is a decimal equivalence of Year/Month/Day.
 DS4217
 DS4217.The orthometric height was determined by GPS observations and a
 DS4217.high-resolution geoid model using precise GPS observation and
 DS4217.processing techniques.
 DS4217
 DS4217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4217.GEOID18 height accuracy estimate available here.
 DS4217
 DS4217.Click photographs - Photos may exist for this station.
 DS4217
 DS4217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4217
 DS4217.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4217
 DS4217.The ellipsoidal height was determined by GPS observations
 DS4217.and is referenced to NAD 83.
 DS4217
 DS4217. The following values were computed from the NAD 83(2011) position.
 DS4217
 DS4217;                    North         East     Units Scale Factor Converg.
 DS4217;SPC WI S     -   220,712.311   717,925.018   MT  0.99998309   +1 00 35.7
 DS4217;SPC WI S     -   724,120.31  2,355,392.33   sFT  0.99998309   +1 00 35.7
 DS4217;UTM  16      - 4,870,497.819   377,271.679   MT  0.99978525   -1 03 45.5
 DS4217
 DS4217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4217!SPC WI S     -   0.99996939  x   0.99998309  =   0.99995248
 DS4217!UTM  16      -   0.99996939  x   0.99978525  =   0.99975465
 DS4217
 DS4217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7727170497(NAD 83)
 DS4217
 DS4217                          SUPERSEDED SURVEY CONTROL
 DS4217
 DS4217.No superseded survey control is available for this station.
 DS4217
 DS4217_MARKER: DD = SURVEY DISK
 DS4217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4217_STAMPING: 9A052 2013
 DS4217_MARK LOGO: WIDT
 DS4217_PROJECTION: FLUSH
 DS4217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4217+STABILITY: SURFACE MOTION
 DS4217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4217+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2024
 DS4217
 DS4217  HISTORY     - Date     Condition        Report By
 DS4217  HISTORY     - 2013     MONUMENTED       WIDT
 DS4217  HISTORY     - 20241029 GOOD             COLEM
 DS4217
 DS4217                          STATION DESCRIPTION
 DS4217
 DS4217'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS4217'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) WEST OF BROTHERTOWN, 10.9
 DS4217'MI (17.5 KM) EAST-NORTHEAST OF PICKETT AND 3.3 MI (5.3 KM) SOUTH OF
 DS4217'OSHKOSH.
 DS4217'
 DS4217'TO REACH FROM THE INTERSECTION OF INTERSTATE 41 AND COUNTY HIGHWAY
 DS4217'NORTH (I-41 ALT), GO EAST ON COUNTY HIGHWAY NORTH FOR 3.5 MI (5.6 KM).
 DS4217'TURN LEFT ON FOND DU LAC ROAD AND PROCEED NORTH-NORTHWEST FOR 2 MI
 DS4217'(3.2 KM) TO THE STATION ON THE LEFT.
 DS4217'
 DS4217'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS4217'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41
 DS4217'CM) DIAMETER CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 1 FT
 DS4217'(0.3 M) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 125 FT (38.1
 DS4217'M) SOUTH OF THE CENTERLINE OF JACOB AVENUE, 37.5 FT (11.4 M) WEST OF
 DS4217'THE CENTERLINE OF U.S.HIGHWAY 45/FOND DU LAC ROAD, 65 FT (19.8 M) WEST
 DS4217'OF A POWER POLE, 94 FT (28.7 M) SOUTHWEST OF A POWER POLEE AND 1 FT
 DS4217'(0.3 M) EAST OF WHITE SURVEY WITNESS STAKE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4218 ***********************************************************************
 DS4218  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4218  DESIGNATION -  9A053
 DS4218  PID         -  DS4218
 DS4218  STATE/COUNTY-  WI/WINNEBAGO
 DS4218  COUNTRY     -  US
 DS4218  USGS QUAD   -  OSHKOSH NW (2018)
 DS4218
 DS4218                         *CURRENT SURVEY CONTROL
 DS4218  ______________________________________________________________________
 DS4218* NAD 83(2011) POSITION- 44 08 01.40481(N) 088 39 49.73314(W)   ADJUSTED
 DS4218* NAD 83(2011) ELLIP HT-   212.241 (meters)        (11/18/25)   ADJUSTED
 DS4218* NAD 83(2011) EPOCH   -  2010.00
 DS4218* NAVD 88 ORTHO HEIGHT -   248.71  (meters)      816.0   (feet) GPS OBS
 DS4218  ______________________________________________________________________
 DS4218  GEOID HEIGHT    -        -36.460 (meters)                     GEOID18
 DS4218  NAD 83(2011) X  -    106,923.193 (meters)                     COMP
 DS4218  NAD 83(2011) Y  - -4,584,047.815 (meters)                     COMP
 DS4218  NAD 83(2011) Z  -  4,418,915.658 (meters)                     COMP
 DS4218  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 DS4218
 DS4218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4218  Standards:
 DS4218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4218  -------------------------------------------------------------------
 DS4218  NETWORK    0.62   0.90           0.28   0.22   0.46      0.04983087
 DS4218  -------------------------------------------------------------------
 DS4218  Click here for local accuracies and other accuracy information.
 DS4218
 DS4218.The horizontal coordinates were established by GPS observations
 DS4218.and adjusted by the WI DEPT OF TRANSP in November 2025.
 DS4218
 DS4218.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4218.frame has been affixed to the stable North American tectonic plate 
 DS4218
 DS4218.The horizontal coordinates are valid at the epoch date displayed above
 DS4218.which is a decimal equivalence of Year/Month/Day.
 DS4218
 DS4218.The orthometric height was determined by GPS observations and a
 DS4218.high-resolution geoid model using precise GPS observation and
 DS4218.processing techniques.
 DS4218
 DS4218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4218.GEOID18 height accuracy estimate available here.
 DS4218
 DS4218.Click photographs - Photos may exist for this station.
 DS4218
 DS4218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4218
 DS4218.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4218
 DS4218.The ellipsoidal height was determined by GPS observations
 DS4218.and is referenced to NAD 83.
 DS4218
 DS4218. The following values were computed from the NAD 83(2011) position.
 DS4218
 DS4218;                    North         East     Units Scale Factor Converg.
 DS4218;SPC WI S     -   237,902.290   706,926.287   MT  1.00001431   +0 55 05.1
 DS4218;SPC WI S     -   780,517.76  2,319,307.33   sFT  1.00001431   +0 55 05.1
 DS4218;UTM  16      - 4,888,071.246   366,904.505   MT  0.99981787   -1 09 31.5
 DS4218
 DS4218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4218!SPC WI S     -   0.99996672  x   1.00001431  =   0.99998103
 DS4218!UTM  16      -   0.99996672  x   0.99981787  =   0.99978460
 DS4218
 DS4218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6690488071(NAD 83)
 DS4218
 DS4218                          SUPERSEDED SURVEY CONTROL
 DS4218
 DS4218.No superseded survey control is available for this station.
 DS4218
 DS4218_MARKER: DD = SURVEY DISK
 DS4218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4218_STAMPING: 9A053 2013
 DS4218_MARK LOGO: WIDT
 DS4218_PROJECTION: FLUSH
 DS4218_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4218+STABILITY: SURFACE MOTION
 DS4218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4218+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2024
 DS4218
 DS4218  HISTORY     - Date     Condition        Report By
 DS4218  HISTORY     - 2013     MONUMENTED       WIDT
 DS4218  HISTORY     - 20241029 GOOD             COLEM
 DS4218
 DS4218                          STATION DESCRIPTION
 DS4218
 DS4218'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS4218'THE MARK IS LOCATED ABOUT 10.7 MI (17.2 KM) WEST-SOUTHWEST OF NEENAH,
 DS4218'9.7 MI (15.6 KM) NORTHWEST OF OSHKOSH AND 7.6 MI (12.2 KM)
 DS4218'NORTH-NORTHEAST OF OMRO.
 DS4218'
 DS4218'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND U.S. HIGHWAY 45,
 DS4218'HEAD SOUTH ON U.S. HIGHWAY 45 FOR 0.2 MI (0.3 KM), TAKE THE EXIT TO
 DS4218'COUNTY HIGHWAY II.  TURN RIGHT AND GO WEST ON COUNTY HIGHWAY II FOR
 DS4218'0.2 MI (0.3 KM).  TURN LEFT AND GO SOUTH ON MUDCREEK ROAD FOR 4.9 MI
 DS4218'(7.9 KM) TO THE INTERSECTION WITH COUNTY HIGHWAY G.
 DS4218'
 DS4218'THE STATION IS IN A GRASSY AREA OFF OF THE SOUTH SHOULDER OF COUNTY
 DS4218'HIGHWAY G.
 DS4218'
 DS4218'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DS4218'SURVEY CONTROL STATION DISK SET IN A 15 INCH (38 CM) CONCRETE POST
 DS4218'FLUSH WITH THE GROUND.  THE MARK IS LOCATED 45 FT (13.7 M) EAST OF A
 DS4218'LEFT-RIGHT ARROW TURN SIGN, 12 FT (3.7 M) SOUTH OF A YELLOW REFLECTIVE
 DS4218'MARKER ON THE WEST SIDE OF A GUARD RAIL, 31 FT (9.4 M) SOUTH OF THE
 DS4218'CENTERLINE OF C.T.H. G AND IN THE MIDDLE OF A TRIANGLE FORMED BY THREE
 DS4218'4X4 ORANGE PLASTIC SURVEY MARKER POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3801 ***********************************************************************
 DS3801  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3801  DESIGNATION -  9A054
 DS3801  PID         -  DS3801
 DS3801  STATE/COUNTY-  WI/OUTAGAMIE
 DS3801  COUNTRY     -  US
 DS3801  USGS QUAD   -  KAUKAUNA (2018)
 DS3801
 DS3801                         *CURRENT SURVEY CONTROL
 DS3801  ______________________________________________________________________
 DS3801* NAD 83(2011) POSITION- 44 21 26.54991(N) 088 20 09.85479(W)   ADJUSTED
 DS3801* NAD 83(2011) ELLIP HT-   204.007 (meters)        (05/13/25)   ADJUSTED
 DS3801* NAD 83(2011) EPOCH   -  2010.00
 DS3801* NAVD 88 ORTHO HEIGHT -   240.27  (meters)      788.3   (feet) GPS OBS
 DS3801  ______________________________________________________________________
 DS3801  GEOID HEIGHT    -        -36.266 (meters)                     GEOID18
 DS3801  NAD 83(2011) X  -    132,639.343 (meters)                     COMP
 DS3801  NAD 83(2011) Y  - -4,566,022.313 (meters)                     COMP
 DS3801  NAD 83(2011) Z  -  4,436,712.996 (meters)                     COMP
 DS3801  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 DS3801
 DS3801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3801  Standards:
 DS3801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3801  -------------------------------------------------------------------
 DS3801  NETWORK    0.43   0.86           0.19   0.16   0.44     -0.00492982
 DS3801  -------------------------------------------------------------------
 DS3801  Click here for local accuracies and other accuracy information.
 DS3801
 DS3801.The horizontal coordinates were established by GPS observations
 DS3801.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3801
 DS3801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3801.been affixed to the stable North American tectonic plate. See 
 DS3801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3801
 DS3801.The horizontal coordinates are valid at the epoch date displayed above
 DS3801.which is a decimal equivalence of Year/Month/Day.
 DS3801
 DS3801.The orthometric height was determined by GPS observations and a
 DS3801.high-resolution geoid model using precise GPS observation and
 DS3801.processing techniques.
 DS3801
 DS3801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3801.GEOID18 height accuracy estimate available here.
 DS3801
 DS3801.Click photographs - Photos may exist for this station.
 DS3801
 DS3801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3801
 DS3801.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3801
 DS3801.The ellipsoidal height was determined by GPS observations
 DS3801.and is referenced to NAD 83.
 DS3801
 DS3801. The following values were computed from the NAD 83(2011) position.
 DS3801
 DS3801;                    North         East     Units Scale Factor Converg.
 DS3801;SPC WI C     -    59,589.539   732,642.008   MT  0.99998143   +1 10 26.5
 DS3801;SPC WI C     -   195,503.35  2,403,676.32   sFT  0.99998143   +1 10 26.5
 DS3801;UTM  16      - 4,912,434.933   393,526.543   MT  0.99973942   -0 56 03.0
 DS3801
 DS3801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3801!SPC WI C     -   0.99996801  x   0.99998143  =   0.99994944
 DS3801!UTM  16      -   0.99996801  x   0.99973942  =   0.99970744
 DS3801
 DS3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9352612434(NAD 83)
 DS3801
 DS3801                          SUPERSEDED SURVEY CONTROL
 DS3801
 DS3801.No superseded survey control is available for this station.
 DS3801
 DS3801_MARKER: DD = SURVEY DISK
 DS3801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3801_STAMPING: 9A054 2013
 DS3801_MARK LOGO: WIDT
 DS3801_PROJECTION: FLUSH
 DS3801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3801+STABILITY: SURFACE MOTION
 DS3801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3801+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2024
 DS3801
 DS3801  HISTORY     - Date     Condition        Report By
 DS3801  HISTORY     - 2013     MONUMENTED       WIDT
 DS3801  HISTORY     - 20241014 GOOD             COLEM
 DS3801
 DS3801                          STATION DESCRIPTION
 DS3801
 DS3801'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3801'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST OF
 DS3801'APPLETON, 6.3 MI (10.1 KM) NORTH-NORTHWEST OF KAUKAUNA AND 3.1 MI (5.0
 DS3801'KM) SOUTHWEST OF FREEDOM.
 DS3801'
 DS3801'TO REACH FROM THE INTERSECTION OF INTERSTATE 41 AND N BALLARD
 DS3801'ROAD/COUNTY ROAD E IN THE CITY OF APPLETON, GO NORTH ON N BALLARD ROAD
 DS3801'COUNTY ROAD E FOR 1.8 MI (2.9 KM) TO COUNTY ROAD E/APPLE CREEK ROAD ON
 DS3801'THE RIGHT.  CONTINUE EAST ON COUNTY ROAD E/APPLE CREEK ROAD FOR 3.0 MI
 DS3801'(4.8 KM) TO THE STATION ON THE RIGHT.
 DS3801'
 DS3801'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION CONTROL
 DS3801'STATION DISK SET IN THE TOP OF A 16.3 INCH (41 CM) CONCRETE POST AND 1
 DS3801'FT (0.3 M) BELOW COUNTY ROAD E. THE STATION IS 64 FT (19.5 M) SOUTH OF
 DS3801'COUNTY ROAD E, 8 FT (2.4 M) NORTH OF AN AGRICULTURE FIELD EDGE, 29.8
 DS3801'FT (9.1 M) SOUTH OF THE WOODEN POST OF AN -ADOPT-A-HIGHWAY- SIGN AND
 DS3801'34.5 FT (10.5 M) WEST OF A RIGHT-OF-WAY SIGN.  THE STATION IS IN THE
 DS3801'MIDDLE OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4957 ***********************************************************************
 DQ4957  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4957  DESIGNATION -  9A055
 DQ4957  PID         -  DQ4957
 DQ4957  STATE/COUNTY-  WI/SHAWANO
 DQ4957  COUNTRY     -  US
 DQ4957  USGS QUAD   -  BONDUEL (2018)
 DQ4957
 DQ4957                         *CURRENT SURVEY CONTROL
 DQ4957  ______________________________________________________________________
 DQ4957* NAD 83(2011) POSITION- 44 37 40.37101(N) 088 26 45.81540(W)   ADJUSTED
 DQ4957* NAD 83(2011) ELLIP HT-   225.259 (meters)        (04/14/17)   ADJUSTED
 DQ4957* NAD 83(2011) EPOCH   -  2010.00
 DQ4957* NAVD 88 ORTHO HEIGHT -   261.53  (meters)      858.0   (feet) GPS OBS
 DQ4957  ______________________________________________________________________
 DQ4957  GEOID HEIGHT    -        -36.276 (meters)                     GEOID18
 DQ4957  NAD 83(2011) X  -    123,302.968 (meters)                     COMP
 DQ4957  NAD 83(2011) Y  - -4,545,224.781 (meters)                     COMP
 DQ4957  NAD 83(2011) Z  -  4,458,170.981 (meters)                     COMP
 DQ4957  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 DQ4957
 DQ4957  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4957  Standards:
 DQ4957         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4957            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4957  -------------------------------------------------------------------
 DQ4957  NETWORK    0.49   0.69           0.22   0.17   0.35      0.07766470
 DQ4957  -------------------------------------------------------------------
 DQ4957  Click here for local accuracies and other accuracy information.
 DQ4957
 DQ4957.The horizontal coordinates were established by GPS observations
 DQ4957.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4957
 DQ4957.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4957.been affixed to the stable North American tectonic plate. See 
 DQ4957.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4957
 DQ4957.The horizontal coordinates are valid at the epoch date displayed above
 DQ4957.which is a decimal equivalence of Year/Month/Day.
 DQ4957
 DQ4957.The orthometric height was determined by GPS observations and a
 DQ4957.high-resolution geoid model using precise GPS observation and
 DQ4957.processing techniques.
 DQ4957
 DQ4957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4957.GEOID18 height accuracy estimate available here.
 DQ4957
 DQ4957.Click photographs - Photos may exist for this station.
 DQ4957
 DQ4957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4957
 DQ4957.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4957
 DQ4957.The ellipsoidal height was determined by GPS observations
 DQ4957.and is referenced to NAD 83.
 DQ4957
 DQ4957. The following values were computed from the NAD 83(2011) position.
 DQ4957
 DQ4957;                    North         East     Units Scale Factor Converg.
 DQ4957;SPC WI C     -    89,468.342   723,300.052   MT  0.99995005   +1 05 47.1
 DQ4957;SPC WI C     -   293,530.72  2,373,026.92   sFT  0.99995005   +1 05 47.1
 DQ4957;UTM  16      - 4,942,631.020   385,292.886   MT  0.99976180   -1 00 57.5
 DQ4957
 DQ4957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4957!SPC WI C     -   0.99996468  x   0.99995005  =   0.99991473
 DQ4957!UTM  16      -   0.99996468  x   0.99976180  =   0.99972649
 DQ4957
 DQ4957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8529242631(NAD 83)
 DQ4957
 DQ4957                          SUPERSEDED SURVEY CONTROL
 DQ4957
 DQ4957.No superseded survey control is available for this station.
 DQ4957
 DQ4957_MARKER: DD = SURVEY DISK
 DQ4957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4957_STAMPING: 9A055 2013
 DQ4957_MARK LOGO: WIDT
 DQ4957_PROJECTION: FLUSH
 DQ4957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4957
 DQ4957  HISTORY     - Date     Condition        Report By
 DQ4957  HISTORY     - 2013     MONUMENTED       WIDT
 DQ4957  HISTORY     - 20150201 GOOD             WIDT
 DQ4957
 DQ4957                          STATION DESCRIPTION
 DQ4957
 DQ4957'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4957'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) EAST OF CLINTONVILLE, 11
 DQ4957'MI (17.7 KM) SOUTHWEST OF PULASKI AND 8 MI (12.9 KM) SOUTH OF BONDUEL.
 DQ4957'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND STATE
 DQ4957'HIGHWAY 55 WITH STATE HIGHWAY 47 JUST SOUTH OF THE VILLAGE OF BONDUEL,
 DQ4957'GO SOUTH ON STATE HIGHWAY 47 FOR 5.5 MI (8.8 KM) TO COUNTY HIGHWAY
 DQ4957'SOUTH ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 47 FOR 1.25 MI
 DQ4957'(2.0 KM) TO THE STATION ON THE RIGHT.
 DQ4957'
 DQ4957'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4957'GEODETIC SURVEY CONTROL STATION SET IN THE TOP OF A 16 INCH (41 CM)
 DQ4957'DIAMETER CONCRETE POST.  THE STATION IS 65 FT (19.8 M) WEST OF THE
 DQ4957'CENTERLINE OF STATE HIGHWAY 47, 119 FT (36.3 M) WEST OF A POWER POLE,
 DQ4957'20 FT (6.1 M) SOUTHEAST OF A YELLOW CHANNEL IRON RIGHT-OF-WAY POST AND
 DQ4957'IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ4957'WITNESS POSTS.
 DQ4957'
 DQ4957'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ4957'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4225 ***********************************************************************
 DS4225  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4225  DESIGNATION -  9A058
 DS4225  PID         -  DS4225
 DS4225  STATE/COUNTY-  WI/WAUPACA
 DS4225  COUNTRY     -  US
 DS4225  USGS QUAD   -  WAUPACA (2018)
 DS4225
 DS4225                         *CURRENT SURVEY CONTROL
 DS4225  ______________________________________________________________________
 DS4225* NAD 83(2011) POSITION- 44 19 46.53854(N) 089 01 32.27964(W)   ADJUSTED
 DS4225* NAD 83(2011) ELLIP HT-   214.423 (meters)        (11/18/25)   ADJUSTED
 DS4225* NAD 83(2011) EPOCH   -  2010.00
 DS4225* NAVD 88 ORTHO HEIGHT -   250.87  (meters)      823.1   (feet) GPS OBS
 DS4225  ______________________________________________________________________
 DS4225  GEOID HEIGHT    -        -36.443 (meters)                     GEOID18
 DS4225  NAD 83(2011) X  -     77,715.187 (meters)                     COMP
 DS4225  NAD 83(2011) Y  - -4,569,452.813 (meters)                     COMP
 DS4225  NAD 83(2011) Z  -  4,434,512.506 (meters)                     COMP
 DS4225  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 DS4225
 DS4225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4225  Standards:
 DS4225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4225  -------------------------------------------------------------------
 DS4225  NETWORK    0.64   0.92           0.29   0.22   0.47      0.05117941
 DS4225  -------------------------------------------------------------------
 DS4225  Click here for local accuracies and other accuracy information.
 DS4225
 DS4225.The horizontal coordinates were established by GPS observations
 DS4225.and adjusted by the WI DEPT OF TRANSP in November 2025.
 DS4225
 DS4225.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4225.frame has been affixed to the stable North American tectonic plate 
 DS4225
 DS4225.The horizontal coordinates are valid at the epoch date displayed above
 DS4225.which is a decimal equivalence of Year/Month/Day.
 DS4225
 DS4225.The orthometric height was determined by GPS observations and a
 DS4225.high-resolution geoid model using precise GPS observation and
 DS4225.processing techniques.
 DS4225
 DS4225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4225.GEOID18 height accuracy estimate available here.
 DS4225
 DS4225.Click photographs - Photos may exist for this station.
 DS4225
 DS4225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4225
 DS4225.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4225
 DS4225.The ellipsoidal height was determined by GPS observations
 DS4225.and is referenced to NAD 83.
 DS4225
 DS4225. The following values were computed from the NAD 83(2011) position.
 DS4225
 DS4225;                    North         East     Units Scale Factor Converg.
 DS4225;SPC WI C     -    55,609.836   677,713.364   MT  0.99998590   +0 41 15.0
 DS4225;SPC WI C     -   182,446.60  2,223,464.60   sFT  0.99998590   +0 41 15.0
 DS4225;UTM  16      - 4,910,476.552   338,497.551   MT  0.99992078   -1 24 56.8
 DS4225
 DS4225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4225!SPC WI C     -   0.99996638  x   0.99998590  =   0.99995228
 DS4225!UTM  16      -   0.99996638  x   0.99992078  =   0.99988716
 DS4225
 DS4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3849710476(NAD 83)
 DS4225
 DS4225                          SUPERSEDED SURVEY CONTROL
 DS4225
 DS4225.No superseded survey control is available for this station.
 DS4225
 DS4225_MARKER: DD = SURVEY DISK
 DS4225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4225_STAMPING: 9A058 2013
 DS4225_MARK LOGO: WIDT
 DS4225_PROJECTION: FLUSH
 DS4225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4225+STABILITY: SURFACE MOTION
 DS4225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4225+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2024
 DS4225
 DS4225  HISTORY     - Date     Condition        Report By
 DS4225  HISTORY     - 2013     MONUMENTED       WIDT
 DS4225  HISTORY     - 20241031 GOOD             COLEM
 DS4225
 DS4225                          STATION DESCRIPTION
 DS4225
 DS4225'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS4225'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST OF KING, 4.6 MI (7.4
 DS4225'KM) WEST OF WEYAUWEGA AND 3.6 MI (5.8 KM) EAST-SOUTHEAST OF WAUPACA.
 DS4225'
 DS4225'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY
 DS4225'22, GO NORTH ON STATE HIGHWAY 22 FOR 0.2 MI (0.3 KM) TO RUNWAY DRIVE.
 DS4225'TURN RIGHT AND IMMEDIATELY TURN RIGHT ONTO COMMERCIAL DRIVE, GO EAST
 DS4225'FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DS4225'
 DS4225'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS4225'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 13.5 INCH (34 CM)
 DS4225'POST ABOUT LEVEL WITH U.S. HIGHWAY 10.  THE STATION IS 48.6 FT (14.8
 DS4225'M) SOUTH OF THE CENTERLINE OF RUNWAY DRIVE, 24.4 FT (7.4 M) NORTH OF
 DS4225'THE EDGE OF U.S. HIGHWAY 10, 133.0 FT (40.5 M) WEST OF A STEEL HIGHWAY
 DS4225'MARKER AND 194.7 FT (59.3 M) SOUTHWEST OF A FIRE HYDRANT AND IS
 DS4225'BETWEEN TWO WHITE PLASTIC MARKER STAKES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4226 ***********************************************************************
 DS4226  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4226  DESIGNATION -  9A059
 DS4226  PID         -  DS4226
 DS4226  STATE/COUNTY-  WI/WAUPACA
 DS4226  COUNTRY     -  US
 DS4226  USGS QUAD   -  WEYAUWEGA (2018)
 DS4226
 DS4226                         *CURRENT SURVEY CONTROL
 DS4226  ______________________________________________________________________
 DS4226* NAD 83(2011) POSITION- 44 18 25.43418(N) 088 59 30.27402(W)   ADJUSTED
 DS4226* NAD 83(2011) ELLIP HT-   212.567 (meters)        (11/18/25)   ADJUSTED
 DS4226* NAD 83(2011) EPOCH   -  2010.00
 DS4226* NAVD 88 ORTHO HEIGHT -   249.04  (meters)      817.1   (feet) GPS OBS
 DS4226  ______________________________________________________________________
 DS4226  GEOID HEIGHT    -        -36.461 (meters)                     GEOID18
 DS4226  NAD 83(2011) X  -     80,448.758 (meters)                     COMP
 DS4226  NAD 83(2011) Y  - -4,571,153.481 (meters)                     COMP
 DS4226  NAD 83(2011) Z  -  4,432,720.053 (meters)                     COMP
 DS4226  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 DS4226
 DS4226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4226  Standards:
 DS4226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4226  -------------------------------------------------------------------
 DS4226  NETWORK    0.80   1.14           0.37   0.27   0.58      0.07724640
 DS4226  -------------------------------------------------------------------
 DS4226  Click here for local accuracies and other accuracy information.
 DS4226
 DS4226.The horizontal coordinates were established by GPS observations
 DS4226.and adjusted by the WI DEPT OF TRANSP in November 2025.
 DS4226
 DS4226.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4226.frame has been affixed to the stable North American tectonic plate 
 DS4226
 DS4226.The horizontal coordinates are valid at the epoch date displayed above
 DS4226.which is a decimal equivalence of Year/Month/Day.
 DS4226
 DS4226.The orthometric height was determined by GPS observations and a
 DS4226.high-resolution geoid model using precise GPS observation and
 DS4226.processing techniques.
 DS4226
 DS4226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4226.GEOID18 height accuracy estimate available here.
 DS4226
 DS4226.Click photographs - Photos may exist for this station.
 DS4226
 DS4226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4226
 DS4226.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4226
 DS4226.The ellipsoidal height was determined by GPS observations
 DS4226.and is referenced to NAD 83.
 DS4226
 DS4226. The following values were computed from the NAD 83(2011) position.
 DS4226
 DS4226;                    North         East     Units Scale Factor Converg.
 DS4226;SPC WI C     -    53,139.671   680,447.338   MT  0.99998970   +0 42 41.0
 DS4226;SPC WI C     -   174,342.40  2,232,434.31   sFT  0.99998970   +0 42 41.0
 DS4226;UTM  16      - 4,907,907.905   341,138.843   MT  0.99991038   -1 23 29.5
 DS4226
 DS4226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4226!SPC WI C     -   0.99996667  x   0.99998970  =   0.99995637
 DS4226!UTM  16      -   0.99996667  x   0.99991038  =   0.99987705
 DS4226
 DS4226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4113807907(NAD 83)
 DS4226
 DS4226                          SUPERSEDED SURVEY CONTROL
 DS4226
 DS4226.No superseded survey control is available for this station.
 DS4226
 DS4226_MARKER: DD = SURVEY DISK
 DS4226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4226_STAMPING: 9A059 2013
 DS4226_MARK LOGO: WIDT
 DS4226_PROJECTION: FLUSH
 DS4226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4226+STABILITY: SURFACE MOTION
 DS4226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4226+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2024
 DS4226
 DS4226  HISTORY     - Date     Condition        Report By
 DS4226  HISTORY     - 2013     MONUMENTED       WIDT
 DS4226  HISTORY     - 20241030 GOOD             COLEM
 DS4226
 DS4226                          STATION DESCRIPTION
 DS4226
 DS4226'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS4226'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF KING, 5.8
 DS4226'MI (9.3 KM) SOUTHEAST OF WAUPACA AND 3.0 MI (4.8 KM) WEST-SOUTHWEST OF
 DS4226'WEYAUWEGA.
 DS4226'
 DS4226'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY
 DS4226'110/COUNTY HIGHWAY X, TRAVEL SOUTHWEST ON COUNTY HIGHWAY X FOR 1.2 MI
 DS4226'(1.9 KM), TO GALILEE ROAD.  TURN RIGHT AND GO WEST FOR 1.3 MI (2.1 KM)
 DS4226'TO HOLIDAY ROAD.  TURN LEFT AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE
 DS4226'STATION OF THE RIGHT.
 DS4226'
 DS4226'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS4226'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 13.0 INCH (33 CM)
 DS4226'CONCRETE POST, 1.5 FT (0.5 M) BELOW THE LEVEL OF HOLIDAY ROAD.  THE
 DS4226'STATION IS 23.7 FT (7.2 M) WEST OF THE CENTERLINE OF HOLIDAY ROAD,
 DS4226'83.4 FT (25.4 M) SOUTH OF THE CENTERLINE OF THE DRIVEWAY WITH FIRE
 DS4226'NUMBER N1889, 51.6 FT (15.7 M) NORTH OF THE CENTERLINE A FIELD
 DS4226'ENTRANCE, 8.6 FT (2.6 M) EAST OF A WIRE FENCE AND 123.5 FT (37.6 M)
 DS4226'SOUTH WEST OF POWER POLE WITH TAG 78-2534.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3802 ***********************************************************************
 DS3802  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3802  DESIGNATION -  9A060
 DS3802  PID         -  DS3802
 DS3802  STATE/COUNTY-  WI/OUTAGAMIE
 DS3802  COUNTRY     -  US
 DS3802  USGS QUAD   -  NEW LONDON (2018)
 DS3802
 DS3802                         *CURRENT SURVEY CONTROL
 DS3802  ______________________________________________________________________
 DS3802* NAD 83(2011) POSITION- 44 28 11.74845(N) 088 44 29.71050(W)   ADJUSTED
 DS3802* NAD 83(2011) ELLIP HT-   208.137 (meters)        (05/13/25)   ADJUSTED
 DS3802* NAD 83(2011) EPOCH   -  2010.00
 DS3802* NAVD 88 ORTHO HEIGHT -   244.55  (meters)      802.3   (feet) GPS OBS
 DS3802  ______________________________________________________________________
 DS3802  GEOID HEIGHT    -        -36.423 (meters)                     GEOID18
 DS3802  NAD 83(2011) X  -    100,127.731 (meters)                     COMP
 DS3802  NAD 83(2011) Y  - -4,558,098.556 (meters)                     COMP
 DS3802  NAD 83(2011) Z  -  4,445,650.116 (meters)                     COMP
 DS3802  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 DS3802
 DS3802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3802  Standards:
 DS3802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3802  -------------------------------------------------------------------
 DS3802  NETWORK    0.42   0.82           0.19   0.15   0.42      0.04876750
 DS3802  -------------------------------------------------------------------
 DS3802  Click here for local accuracies and other accuracy information.
 DS3802
 DS3802.The horizontal coordinates were established by GPS observations
 DS3802.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3802
 DS3802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3802.been affixed to the stable North American tectonic plate. See 
 DS3802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3802
 DS3802.The horizontal coordinates are valid at the epoch date displayed above
 DS3802.which is a decimal equivalence of Year/Month/Day.
 DS3802
 DS3802.The orthometric height was determined by GPS observations and a
 DS3802.high-resolution geoid model using precise GPS observation and
 DS3802.processing techniques.
 DS3802
 DS3802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3802.GEOID18 height accuracy estimate available here.
 DS3802
 DS3802.Click photographs - Photos may exist for this station.
 DS3802
 DS3802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3802
 DS3802.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3802
 DS3802.The ellipsoidal height was determined by GPS observations
 DS3802.and is referenced to NAD 83.
 DS3802
 DS3802. The following values were computed from the NAD 83(2011) position.
 DS3802
 DS3802;                    North         East     Units Scale Factor Converg.
 DS3802;SPC WI C     -    71,513.188   700,125.077   MT  0.99996569   +0 53 16.5
 DS3802;SPC WI C     -   234,622.85  2,296,993.69   sFT  0.99996569   +0 53 16.5
 DS3802;UTM  16      - 4,925,544.175   361,476.241   MT  0.99983598   -1 13 12.8
 DS3802
 DS3802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3802!SPC WI C     -   0.99996737  x   0.99996569  =   0.99993306
 DS3802!UTM  16      -   0.99996737  x   0.99983598  =   0.99980335
 DS3802
 DS3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6147625544(NAD 83)
 DS3802
 DS3802                          SUPERSEDED SURVEY CONTROL
 DS3802
 DS3802.No superseded survey control is available for this station.
 DS3802
 DS3802_MARKER: DD = SURVEY DISK
 DS3802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3802_STAMPING: 9A060 2013
 DS3802_MARK LOGO: WIDT
 DS3802_PROJECTION: FLUSH
 DS3802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3802+STABILITY: SURFACE MOTION
 DS3802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3802+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2024
 DS3802
 DS3802  HISTORY     - Date     Condition        Report By
 DS3802  HISTORY     - 2013     MONUMENTED       WIDT
 DS3802  HISTORY     - 20241017 GOOD             COLEM
 DS3802
 DS3802                          STATION DESCRIPTION
 DS3802
 DS3802'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3802'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH OF NEW LONDON, 4.9 MI
 DS3802'(7.9 KM) NORTH-NORTHEAST OF NORTHPORT AND 4.3 MI (6.9 KM) SOUTH OF
 DS3802'BEAR CREEK.
 DS3802'
 DS3802'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 54 AND US HIGHWAY 45
 DS3802'ABOUT 0.5 MI (0.8 KM) NORTH OF NEW LONDON, GO NORTH ON US HIGHWAY 45
 DS3802'FOR 4.7 MI (7.6 KM) TO THE STATION ON THE RIGHT.
 DS3802'
 DS3802'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3802'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 3.3 INCH (8
 DS3802'CM) DIAMETER CONCRETE POST ABOUT 4 FT (1.2 M) HIGHER THAN THE ROAD
 DS3802'PAVEMENT.  THE STATION IS 64 FT (19.5 M) EAST OF THE CENTERLINE OF
 DS3802'U.S. HIGHWAY 45, 89.5 FT (27.3 M) SOUTH OF TREE AND 116 FT (35.4 M)
 DS3802'NORTH OF FIRE NUMBER N6364.  THE STATION IS IN THE MIDDLE OF A
 DS3802'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3803 ***********************************************************************
 DS3803  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3803  DESIGNATION -  9A061
 DS3803  PID         -  DS3803
 DS3803  STATE/COUNTY-  WI/WAUPACA
 DS3803  COUNTRY     -  US
 DS3803  USGS QUAD   -  BEAR CREEK (2018)
 DS3803
 DS3803                         *CURRENT SURVEY CONTROL
 DS3803  ______________________________________________________________________
 DS3803* NAD 83(2011) POSITION- 44 31 52.33068(N) 088 44 48.57495(W)   ADJUSTED
 DS3803* NAD 83(2011) ELLIP HT-   221.454 (meters)        (05/13/25)   ADJUSTED
 DS3803* NAD 83(2011) EPOCH   -  2010.00
 DS3803* NAVD 88 ORTHO HEIGHT -   257.86  (meters)      846.0   (feet) GPS OBS
 DS3803  ______________________________________________________________________
 DS3803  GEOID HEIGHT    -        -36.408 (meters)                     GEOID18
 DS3803  NAD 83(2011) X  -     99,606.690 (meters)                     COMP
 DS3803  NAD 83(2011) Y  - -4,553,345.799 (meters)                     COMP
 DS3803  NAD 83(2011) Z  -  4,450,515.919 (meters)                     COMP
 DS3803  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 DS3803
 DS3803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3803  Standards:
 DS3803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3803  -------------------------------------------------------------------
 DS3803  NETWORK    0.45   0.92           0.20   0.16   0.47      0.06479601
 DS3803  -------------------------------------------------------------------
 DS3803  Click here for local accuracies and other accuracy information.
 DS3803
 DS3803.The horizontal coordinates were established by GPS observations
 DS3803.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3803
 DS3803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3803.been affixed to the stable North American tectonic plate. See 
 DS3803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3803
 DS3803.The horizontal coordinates are valid at the epoch date displayed above
 DS3803.which is a decimal equivalence of Year/Month/Day.
 DS3803
 DS3803.The orthometric height was determined by GPS observations and a
 DS3803.high-resolution geoid model using precise GPS observation and
 DS3803.processing techniques.
 DS3803
 DS3803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3803.GEOID18 height accuracy estimate available here.
 DS3803
 DS3803.Click photographs - Photos may exist for this station.
 DS3803
 DS3803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3803
 DS3803.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3803
 DS3803.The ellipsoidal height was determined by GPS observations
 DS3803.and is referenced to NAD 83.
 DS3803
 DS3803. The following values were computed from the NAD 83(2011) position.
 DS3803
 DS3803;                    North         East     Units Scale Factor Converg.
 DS3803;SPC WI C     -    78,314.434   699,603.114   MT  0.99995873   +0 53 03.2
 DS3803;SPC WI C     -   256,936.61  2,295,281.22   sFT  0.99995873   +0 53 03.2
 DS3803;UTM  16      - 4,932,359.165   361,204.933   MT  0.99983690   -1 13 30.9
 DS3803
 DS3803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3803!SPC WI C     -   0.99996528  x   0.99995873  =   0.99992401
 DS3803!UTM  16      -   0.99996528  x   0.99983690  =   0.99980218
 DS3803
 DS3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6120432359(NAD 83)
 DS3803
 DS3803                          SUPERSEDED SURVEY CONTROL
 DS3803
 DS3803.No superseded survey control is available for this station.
 DS3803
 DS3803_MARKER: DD = SURVEY DISK
 DS3803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3803_STAMPING: 9A061 2013
 DS3803_MARK LOGO: WIDT
 DS3803_PROJECTION: FLUSH
 DS3803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3803+STABILITY: SURFACE MOTION
 DS3803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3803+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2024
 DS3803
 DS3803  HISTORY     - Date     Condition        Report By
 DS3803  HISTORY     - 2013     MONUMENTED       WIDT
 DS3803  HISTORY     - 20241017 GOOD             COLEM
 DS3803
 DS3803                          STATION DESCRIPTION
 DS3803
 DS3803'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3803'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF SYMCO, 6.2 MI (10.0
 DS3803'KM) SOUTH OF CLINTONVILLE AND 1.0 MI (1.6 KM) WEST OF BEAR CREEK.
 DS3803'
 DS3803'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 54 AND US HIGHWAY 45
 DS3803'ABOUT 0.5 MI (0.8 KM) NORTH OF NEW LONDON, GO NORTH ON US HIGHWAY 45
 DS3803'FOR 8.9 MI (14.3 KM) TO THE STATION ON THE RIGHT AT THE INTERSECTION
 DS3803'OF US HIGHWAY 45 AND STATE HIGHWAY 76.
 DS3803'
 DS3803'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3803'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 15.5 INCH (39
 DS3803'CM) DIAMETER CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS IN A
 DS3803'GRASS AREA BETWEEN THE INTERSECTION OF U.S. 45 AND STATE HIGHWAY 76
 DS3803'AND A PARKING LOT FOR A TRAVEL STATION.  IT IS 94 FT (28.7 M)
 DS3803'SOUTH-SOUTHEAST OF STOP SIGN IN MEDIAN OF STATE HIGHWAY 76, 40 FT
 DS3803'(12.2 M) SOUTHEAST OF A DO NOT ENTER SIGN, 65 FT (19.8 M)
 DS3803'NORTH-NORTHWEST OF A LIGHT POLE, 106.5 FT (32.5 M) WEST-SOUTHWEST OF
 DS3803'TELEPHONE PEDESTAL AND IS 1 FT (0.3 M) NORTHWEST OF AN ORANGE 4X4
 DS3803'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3519 ***********************************************************************
 DS3519  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3519  DESIGNATION -  9A062
 DS3519  PID         -  DS3519
 DS3519  STATE/COUNTY-  WI/PORTAGE
 DS3519  COUNTRY     -  US
 DS3519  USGS QUAD   -  ROSHOLT NW (2018)
 DS3519
 DS3519                         *CURRENT SURVEY CONTROL
 DS3519  ______________________________________________________________________
 DS3519* NAD 83(2011) POSITION- 44 41 02.74337(N) 089 28 57.71361(W)   ADJUSTED
 DS3519* NAD 83(2011) ELLIP HT-   332.617 (meters)        (04/08/25)   ADJUSTED
 DS3519* NAD 83(2011) EPOCH   -  2010.00
 DS3519* NAVD 88 ORTHO HEIGHT -   368.38  (meters)     1208.6   (feet) GPS OBS
 DS3519  ______________________________________________________________________
 DS3519  GEOID HEIGHT    -        -35.763 (meters)                     GEOID18
 DS3519  NAD 83(2011) X  -     41,012.691 (meters)                     COMP
 DS3519  NAD 83(2011) Y  - -4,542,397.402 (meters)                     COMP
 DS3519  NAD 83(2011) Z  -  4,462,690.259 (meters)                     COMP
 DS3519  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 DS3519
 DS3519  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3519  Standards:
 DS3519         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3519            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3519  -------------------------------------------------------------------
 DS3519  NETWORK    0.40   0.63           0.18   0.14   0.32      0.02892894
 DS3519  -------------------------------------------------------------------
 DS3519  Click here for local accuracies and other accuracy information.
 DS3519
 DS3519.The horizontal coordinates were established by GPS observations
 DS3519.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3519
 DS3519.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3519.been affixed to the stable North American tectonic plate. See 
 DS3519.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3519
 DS3519.The horizontal coordinates are valid at the epoch date displayed above
 DS3519.which is a decimal equivalence of Year/Month/Day.
 DS3519
 DS3519.The orthometric height was determined by GPS observations and a
 DS3519.high-resolution geoid model using precise GPS observation and
 DS3519.processing techniques.
 DS3519
 DS3519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3519.GEOID18 height accuracy estimate available here.
 DS3519
 DS3519.Click photographs - Photos may exist for this station.
 DS3519
 DS3519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3519
 DS3519.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3519
 DS3519.The ellipsoidal height was determined by GPS observations
 DS3519.and is referenced to NAD 83.
 DS3519
 DS3519. The following values were computed from the NAD 83(2011) position.
 DS3519
 DS3519;                    North         East     Units Scale Factor Converg.
 DS3519;SPC WI C     -    94,665.700   641,008.633   MT  0.99994630   +0 21 54.0
 DS3519;SPC WI C     -   310,582.38  2,103,042.49   sFT  0.99994630   +0 21 54.0
 DS3519;UTM  16      - 4,950,856.817   303,252.392   MT  1.00007604   -1 44 47.0
 DS3519
 DS3519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3519!SPC WI C     -   0.99994785  x   0.99994630  =   0.99989415
 DS3519!UTM  16      -   0.99994785  x   1.00007604  =   1.00002389
 DS3519
 DS3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0325250856(NAD 83)
 DS3519
 DS3519                          SUPERSEDED SURVEY CONTROL
 DS3519
 DS3519.No superseded survey control is available for this station.
 DS3519
 DS3519_MARKER: DD = SURVEY DISK
 DS3519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3519_STAMPING: 9A062 2013
 DS3519_MARK LOGO: WIDT
 DS3519_PROJECTION: FLUSH
 DS3519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3519+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2024
 DS3519
 DS3519  HISTORY     - Date     Condition        Report By
 DS3519  HISTORY     - 2013     MONUMENTED       WIDT
 DS3519  HISTORY     - 20241009 GOOD             WIDT
 DS3519
 DS3519                          STATION DESCRIPTION
 DS3519
 DS3519'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3519'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DS3519'HIGHWAY 51 WITH COUNTY HIGHWAY DB (EXIT 171), ABOUT 3.5 MI (5.6 KM)
 DS3519'SOUTHEAST OF KNOWLTON, GO EAST ON COUNTY HIGHWAY DB FOR 1.7 MI (2.7
 DS3519'KM) TO COUNTY HIGHWAY X, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY X
 DS3519'FOR 0.4 MI (0.6 KM) TO BIRCH DRIVE ON THE RIGHT, TURN RIGHT AND GO
 DS3519'EASTERLY ON BIRCH DRIVE FOR 6.4 MI (10.3 KM) TO BENTLEY ROAD, TURN
 DS3519'RIGHT AND GO SOUTH ON BENTLEY ROAD FOR 0.1 MI (0.2 KM) TO THE STATION
 DS3519'ON THE RIGHT.
 DS3519'
 DS3519'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3519'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3519'INCHES) DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) HIGHER THAN ROAD
 DS3519'GRADE.  THE STATION IS 4.8 M (15.7 FT) WEST OF THE EDGE OF PAVEMENT OF
 DS3519'BENTLEY ROAD, 35.2 M (115.5 FT) NORTHWEST OF A POWER POLE -21279- WITH
 DS3519'GUY WIRE, 29.3 M (96.1 FT) SOUTH OF A TELEPHONE PEDESTAL, 1.0 M (3.3
 DS3519'FT) EAST OF THE SOUTH SUPPORT POST FOR A 6 INCH (15 CM) BY 6 INCH
 DS3519'STEEL STANCHION AND LOCATED IN BETWEEN TWO WHITE PLASTIC WITNESS
 DS3519'POSTS.
 DS3519'
 DS3519'NOTE-SINCE CONSTRUCTION OF THE MARK IN 2013, A CENTER PIVOT IRRIGATION
 DS3519'SYSTEM HAS BEEN ESTABLISHED FOR THE ADJACENT AGRICULTURAL FIELD.  IF
 DS3519'PARKED IN CLOSE PROXIMITY WEST OF THE MARK, THE PIPING AND STEEL FRAME
 DS3519'OF THE IRRIGATION SYSTEM WILL CAUSE AN OBSTRUCTION GREATER THAN 30
 DS3519'DEGREES ABOVE THE WEST HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3521 ***********************************************************************
 DS3521  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3521  DESIGNATION -  9A063
 DS3521  PID         -  DS3521
 DS3521  STATE/COUNTY-  WI/MARATHON
 DS3521  COUNTRY     -  US
 DS3521  USGS QUAD   -  MOSINEE (2018)
 DS3521
 DS3521                         *CURRENT SURVEY CONTROL
 DS3521  ______________________________________________________________________
 DS3521* NAD 83(2011) POSITION- 44 48 40.54701(N) 089 40 17.39138(W)   ADJUSTED
 DS3521* NAD 83(2011) ELLIP HT-   327.882 (meters)        (04/08/25)   ADJUSTED
 DS3521* NAD 83(2011) EPOCH   -  2010.00
 DS3521* NAVD 88 ORTHO HEIGHT -   362.90  (meters)     1190.6   (feet) GPS OBS
 DS3521  ______________________________________________________________________
 DS3521  GEOID HEIGHT    -        -35.021 (meters)                     GEOID18
 DS3521  NAD 83(2011) X  -     25,987.458 (meters)                     COMP
 DS3521  NAD 83(2011) Y  - -4,532,555.622 (meters)                     COMP
 DS3521  NAD 83(2011) Z  -  4,472,724.004 (meters)                     COMP
 DS3521  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC18
 DS3521
 DS3521  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3521  Standards:
 DS3521         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3521            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3521  -------------------------------------------------------------------
 DS3521  NETWORK    0.37   0.59           0.17   0.13   0.30      0.00860008
 DS3521  -------------------------------------------------------------------
 DS3521  Click here for local accuracies and other accuracy information.
 DS3521
 DS3521.The horizontal coordinates were established by GPS observations
 DS3521.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3521
 DS3521.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3521.been affixed to the stable North American tectonic plate. See 
 DS3521.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3521
 DS3521.The horizontal coordinates are valid at the epoch date displayed above
 DS3521.which is a decimal equivalence of Year/Month/Day.
 DS3521
 DS3521.The orthometric height was determined by GPS observations and a
 DS3521.high-resolution geoid model using precise GPS observation and
 DS3521.processing techniques.
 DS3521
 DS3521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3521.GEOID18 height accuracy estimate available here.
 DS3521
 DS3521.Click photographs - Photos may exist for this station.
 DS3521
 DS3521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3521
 DS3521.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3521
 DS3521.The ellipsoidal height was determined by GPS observations
 DS3521.and is referenced to NAD 83.
 DS3521
 DS3521. The following values were computed from the NAD 83(2011) position.
 DS3521
 DS3521;                    North         East     Units Scale Factor Converg.
 DS3521;SPC WI C     -   108,718.581   625,984.672   MT  0.99994134   +0 13 54.4
 DS3521;SPC WI C     -   356,687.54  2,053,751.38   sFT  0.99994134   +0 13 54.4
 DS3521;UTM  16      - 4,965,456.615   288,754.410   MT  1.00014877   -1 53 00.6
 DS3521
 DS3521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3521!SPC WI C     -   0.99994859  x   0.99994134  =   0.99988994
 DS3521!UTM  16      -   0.99994859  x   1.00014877  =   1.00009736
 DS3521
 DS3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8875465456(NAD 83)
 DS3521
 DS3521                          SUPERSEDED SURVEY CONTROL
 DS3521
 DS3521.No superseded survey control is available for this station.
 DS3521
 DS3521_MARKER: DD = SURVEY DISK
 DS3521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3521_STAMPING: 9A063 2013
 DS3521_MARK LOGO: WIDT
 DS3521_PROJECTION: FLUSH
 DS3521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3521+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2024
 DS3521
 DS3521  HISTORY     - Date     Condition        Report By
 DS3521  HISTORY     - 2013     MONUMENTED       WIDT
 DS3521  HISTORY     - 20241010 GOOD             WIDT
 DS3521
 DS3521                          STATION DESCRIPTION
 DS3521
 DS3521'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3521'THE STATION IS 10 MI SOUTH OF WAUSAU, 5 MI (8.0 KM) SOUTHWEST OF
 DS3521'ROTHSCHILD, AND 2 MI (3.2 KM) NORTHEAST OF MOSINEE.
 DS3521'
 DS3521'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DS3521'HIGHWAY 51 WITH MAPLE RIDGE ROAD (EXIT 181), IN THE SOUTHEAST QUADRANT
 DS3521'OF THE INTERCHANGE, ABOUT 2 MI (3.2 KM) NORTH OF THE CENTRAL WISCONSIN
 DS3521'AIRPORT.
 DS3521'
 DS3521'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3521'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3521'INCHES) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DS3521'STATION IS 7.9 M (25.9 FT) SOUTH OF THE BACK OF CURB FOR EASTBOUND
 DS3521'MAPLE RIDGE ROAD, 25.9 M (85.0 FT) EAST-SOUTHEAST OF THE EAST END OF
 DS3521'THE SOUTH PARAPET WALL OF BRIDGE -B-37-420- OVER INTERSTATE HIGHWAY 39
 DS3521'AND US HIGHWAY 51, 23.8 M (78.1 FT) SOUTHWEST OF A STEEL LIGHT POLE IN
 DS3521'THE MEDIAN OF MAPLE RIDGE ROAD, 10.7 M (35.1 FT) SOUTHEAST OF A WOOD
 DS3521'POST FOR A -WRONG WAY- SIGN AND LOCATED IN THE CENTER OF A TRIANGLE
 DS3521'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DS3521'
 DS3521'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DS3521'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1876 ***********************************************************************
 DP1876  DESIGNATION -  9A065
 DP1876  PID         -  DP1876
 DP1876  STATE/COUNTY-  WI/MARATHON
 DP1876  COUNTRY     -  US
 DP1876  USGS QUAD   -  KALINKE (2018)
 DP1876
 DP1876                         *CURRENT SURVEY CONTROL
 DP1876  ______________________________________________________________________
 DP1876* NAD 83(1986) POSITION- 45 03 06.3    (N) 089 24 26.0    (W)   HD_HELD2
 DP1876* NAVD 88 ORTHO HEIGHT -   437.094 (meters)     1434.03  (feet) ADJUSTED
 DP1876  ______________________________________________________________________
 DP1876  GEOID HEIGHT    -        -34.593 (meters)                     GEOID18
 DP1876  DYNAMIC HEIGHT  -        437.029 (meters)     1433.82  (feet) COMP
 DP1876  MODELED GRAVITY -    980,454.9   (mgal)                       NAVD 88
 DP1876
 DP1876  VERT ORDER      -  SECOND    CLASS I
 DP1876
 DP1876.The horizontal coordinates were established by autonomous hand held GPS
 DP1876.observations and have an estimated accuracy of +/- 10 meters.
 DP1876
 DP1876.The orthometric height was determined by differential leveling and
 DP1876.adjusted by the NATIONAL GEODETIC SURVEY
 DP1876.in February 2017.
 DP1876
 DP1876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1876.GEOID18 height accuracy estimate available here.
 DP1876
 DP1876.Click photographs - Photos may exist for this station.
 DP1876
 DP1876.The dynamic height is computed by dividing the NAVD 88
 DP1876.geopotential number by the normal gravity value computed on the
 DP1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1876.degrees latitude (g = 980.6199 gals.).
 DP1876
 DP1876.The modeled gravity was interpolated from observed gravity values.
 DP1876
 DP1876;                    North         East    Units  Estimated Accuracy
 DP1876;SPC WI C     -   135,560.      646,694.      MT  (+/- 10 meters HH2 GPS)
 DP1876
 DP1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1044491518(NAD 83)
 DP1876
 DP1876                          SUPERSEDED SURVEY CONTROL
 DP1876
 DP1876  NAVD 88 (03/19/14)  437.094  (m)         1434.03   (f) SUPERSEDED  2 1
 DP1876
 DP1876.Superseded values are not recommended for survey control.
 DP1876
 DP1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1876.See file dsdata.pdf to determine how the superseded data were derived.
 DP1876
 DP1876_MARKER: DD = SURVEY DISK
 DP1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1876_STAMPING: 9A065 2013
 DP1876_MARK LOGO: WIDT
 DP1876_PROJECTION: FLUSH
 DP1876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1876+STABILITY: SURFACE MOTION
 DP1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1876+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2013
 DP1876
 DP1876  HISTORY     - Date     Condition        Report By
 DP1876  HISTORY     - 2013     MONUMENTED       WIDT
 DP1876  HISTORY     - 20130805 GOOD             WIDT
 DP1876
 DP1876                          STATION DESCRIPTION
 DP1876
 DP1876'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1876'THE STATION IS APPROXIMATELY 16.0 MI (25.7 KM) SOUTHEAST OF MERRILL,
 DP1876'13.7 MI (22.0 KM) SOUTHWEST OF ANTIGO AND 10.0 MI (16.1 KM) NORTHWEST
 DP1876'OF ANIWA.
 DP1876'
 DP1876'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 WITH COUNTY
 DP1876'HIGHWAY Q ABOUT 11 MI (17.7 KM) NORTHEAST OF THE CITY OF WAUSAU, GO
 DP1876'EAST ON STATE HIGHWAY 52 FOR 1.0 MI (1.6 KM) TO PIT ROAD ON THE LEFT.
 DP1876'TURN LEFT AND GO NORTH ON PIT ROAD FOR 1.4 MI (2.3 KM) TO THE STATION
 DP1876'ON THE LEFT.
 DP1876'
 DP1876'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1876'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DP1876'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD SURFACE.  THE
 DP1876'STATION IS 8 M (26.2 FT) WEST OF THE CENTER OF PIT ROAD, 0.55 MI (0.9
 DP1876'KM) SOUTH OF LANDING ROAD, 4 M (13.1 FT) SOUTH OF A FIELD ENTRANCE,
 DP1876'2.0 M (6.6 FT) WEST-SOUTHWEST OF THE SOUTH END OF AN 18-INCH (46 CM)
 DP1876'DIAMETER CONCRETE CULVERT UNDER THE FIELD ENTRANCE AND LOCATED IN
 DP1876'BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP1876'
 DP1876'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1876'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE OPPOSITE THE ROAD TO
 DP1876'THE EAST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3525 ***********************************************************************
 DS3525  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3525  DESIGNATION -  9A069
 DS3525  PID         -  DS3525
 DS3525  STATE/COUNTY-  WI/WOOD
 DS3525  COUNTRY     -  US
 DS3525  USGS QUAD   -  HEWITT (2018)
 DS3525
 DS3525                         *CURRENT SURVEY CONTROL
 DS3525  ______________________________________________________________________
 DS3525* NAD 83(2011) POSITION- 44 37 33.69560(N) 090 04 40.60548(W)   ADJUSTED
 DS3525* NAD 83(2011) ELLIP HT-   337.801 (meters)        (04/08/25)   ADJUSTED
 DS3525* NAD 83(2011) EPOCH   -  2010.00
 DS3525* NAVD 88 ORTHO HEIGHT -   372.08  (meters)     1220.7   (feet) GPS OBS
 DS3525  ______________________________________________________________________
 DS3525  GEOID HEIGHT    -        -34.279 (meters)                     GEOID18
 DS3525  NAD 83(2011) X  -     -6,185.965 (meters)                     COMP
 DS3525  NAD 83(2011) Y  - -4,547,117.602 (meters)                     COMP
 DS3525  NAD 83(2011) Z  -  4,458,103.384 (meters)                     COMP
 DS3525  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 DS3525
 DS3525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3525  Standards:
 DS3525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3525  -------------------------------------------------------------------
 DS3525  NETWORK    0.37   0.57           0.17   0.13   0.29     -0.00108989
 DS3525  -------------------------------------------------------------------
 DS3525  Click here for local accuracies and other accuracy information.
 DS3525
 DS3525.The horizontal coordinates were established by GPS observations
 DS3525.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3525
 DS3525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3525.been affixed to the stable North American tectonic plate. See 
 DS3525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3525
 DS3525.The horizontal coordinates are valid at the epoch date displayed above
 DS3525.which is a decimal equivalence of Year/Month/Day.
 DS3525
 DS3525.The orthometric height was determined by GPS observations and a
 DS3525.high-resolution geoid model using precise GPS observation and
 DS3525.processing techniques.
 DS3525
 DS3525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3525.GEOID18 height accuracy estimate available here.
 DS3525
 DS3525.Click photographs - Photos may exist for this station.
 DS3525
 DS3525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3525
 DS3525.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3525
 DS3525.The ellipsoidal height was determined by GPS observations
 DS3525.and is referenced to NAD 83.
 DS3525
 DS3525. The following values were computed from the NAD 83(2011) position.
 DS3525
 DS3525;                    North         East     Units Scale Factor Converg.
 DS3525;SPC WI C     -    88,085.482   593,814.669   MT  0.99995019   -0 03 18.0
 DS3525;SPC WI C     -   288,993.79  1,948,206.96   sFT  0.99995019   -0 03 18.0
 DS3525;UTM  15      - 4,945,562.054   731,797.204   MT  1.00026079   +2 03 12.9
 DS3525;UTM  16      - 4,946,017.335   255,836.226   MT  1.00033318   -2 09 47.7
 DS3525
 DS3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3525!SPC WI C     -   0.99994704  x   0.99995019  =   0.99989723
 DS3525!UTM  15      -   0.99994704  x   1.00026079  =   1.00020781
 DS3525!UTM  16      -   0.99994704  x   1.00033318  =   1.00028020
 DS3525
 DS3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3179745562(NAD 83)
 DS3525
 DS3525                          SUPERSEDED SURVEY CONTROL
 DS3525
 DS3525.No superseded survey control is available for this station.
 DS3525
 DS3525_MARKER: DD = SURVEY DISK
 DS3525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3525_STAMPING: 9A069 2013
 DS3525_MARK LOGO: WIDT
 DS3525_PROJECTION: FLUSH
 DS3525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3525+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2024
 DS3525
 DS3525  HISTORY     - Date     Condition        Report By
 DS3525  HISTORY     - 2013     MONUMENTED       WIDT
 DS3525  HISTORY     - 20241009 GOOD             WIDT
 DS3525
 DS3525                          STATION DESCRIPTION
 DS3525
 DS3525'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3525'THE STATION IS 5 MI (8.0 KM) SOUTHEAST OF MARSHFIELD, 3 MI (4.8 KM)
 DS3525'WEST OF AUBURNDALE, AND 1.5 MI (2.4 KM) SOUTHEAST OF HEWITT.
 DS3525'
 DS3525'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DS3525'HIGHWAY T, ABOUT 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF HEWITT, GO EAST
 DS3525'ON US HIGHWAY 10 FOR 1.0 MI (1.6 KM) TO DAY ROAD, TURN LEFT AND GO
 DS3525'NORTH ON DAY ROAD FOR 0.1 MI (0.2 KM) TO OLD HIGHWAY 10, TURN RIGHT
 DS3525'AND GO EAST ON OLD HIGHWAY 10 FOR 0.1 MI (0.2 KM) TO THE STATION ON
 DS3525'THE RIGHT.
 DS3525'
 DS3525'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3525'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3525'INCHES) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DS3525'STATION IS 12.2 M (40.0 FT) SOUTH OF THE CENTERLINE OF OLD HIGHWAY 10,
 DS3525'44.8 M (147.0 FT) NORTH OF THE EDGE OF PAVEMENT OF WESTBOUND US
 DS3525'HIGHWAY 10, 34.5 M (113.2 FT) WEST-NORTHWEST OF A YELLOW RIGHT-OF-WAY
 DS3525'POST, 20.5 M (67.3 FT) NORTH OF A RIGHT-OF-WAY FENCE AND LOCATED IN
 DS3525'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DS3525'
 DS3525'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DS3525'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3524 ***********************************************************************
 DS3524  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3524  DESIGNATION -  9A070
 DS3524  PID         -  DS3524
 DS3524  STATE/COUNTY-  WI/WOOD
 DS3524  COUNTRY     -  US
 DS3524  USGS QUAD   -  HEWITT (2018)
 DS3524
 DS3524                         *CURRENT SURVEY CONTROL
 DS3524  ______________________________________________________________________
 DS3524* NAD 83(2011) POSITION- 44 37 36.66347(N) 090 02 44.93784(W)   ADJUSTED
 DS3524* NAD 83(2011) ELLIP HT-   345.417 (meters)        (04/08/25)   ADJUSTED
 DS3524* NAD 83(2011) EPOCH   -  2010.00
 DS3524* NAVD 88 ORTHO HEIGHT -   379.77  (meters)     1246.0   (feet) GPS OBS
 DS3524  ______________________________________________________________________
 DS3524  GEOID HEIGHT    -        -34.353 (meters)                     GEOID18
 DS3524  NAD 83(2011) X  -     -3,636.018 (meters)                     COMP
 DS3524  NAD 83(2011) Y  - -4,547,061.418 (meters)                     COMP
 DS3524  NAD 83(2011) Z  -  4,458,173.938 (meters)                     COMP
 DS3524  LAPLACE CORR    -         -6.31  (seconds)                    DEFLEC18
 DS3524
 DS3524  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3524  Standards:
 DS3524         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3524            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3524  -------------------------------------------------------------------
 DS3524  NETWORK    0.37   0.55           0.17   0.13   0.28      0.00565125
 DS3524  -------------------------------------------------------------------
 DS3524  Click here for local accuracies and other accuracy information.
 DS3524
 DS3524.The horizontal coordinates were established by GPS observations
 DS3524.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3524
 DS3524.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3524.been affixed to the stable North American tectonic plate. See 
 DS3524.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3524
 DS3524.The horizontal coordinates are valid at the epoch date displayed above
 DS3524.which is a decimal equivalence of Year/Month/Day.
 DS3524
 DS3524.The orthometric height was determined by GPS observations and a
 DS3524.high-resolution geoid model using precise GPS observation and
 DS3524.processing techniques.
 DS3524
 DS3524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3524.GEOID18 height accuracy estimate available here.
 DS3524
 DS3524.Click photographs - Photos may exist for this station.
 DS3524
 DS3524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3524
 DS3524.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3524
 DS3524.The ellipsoidal height was determined by GPS observations
 DS3524.and is referenced to NAD 83.
 DS3524
 DS3524. The following values were computed from the NAD 83(2011) position.
 DS3524
 DS3524;                    North         East     Units Scale Factor Converg.
 DS3524;SPC WI C     -    88,175.146   596,364.359   MT  0.99995012   -0 01 56.4
 DS3524;SPC WI C     -   289,287.96  1,956,572.07   sFT  0.99995012   -0 01 56.4
 DS3524;UTM  15      - 4,945,745.527   734,342.678   MT  1.00027538   +2 04 34.4
 DS3524;UTM  16      - 4,946,013.138   258,388.446   MT  1.00031793   -2 08 26.4
 DS3524
 DS3524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3524!SPC WI C     -   0.99994584  x   0.99995012  =   0.99989597
 DS3524!UTM  15      -   0.99994584  x   1.00027538  =   1.00022121
 DS3524!UTM  16      -   0.99994584  x   1.00031793  =   1.00026376
 DS3524
 DS3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3434245745(NAD 83)
 DS3524
 DS3524                          SUPERSEDED SURVEY CONTROL
 DS3524
 DS3524.No superseded survey control is available for this station.
 DS3524
 DS3524_MARKER: DD = SURVEY DISK
 DS3524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3524_STAMPING: 9A070 2013
 DS3524_MARK LOGO: WIDT
 DS3524_PROJECTION: FLUSH
 DS3524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3524+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2024
 DS3524
 DS3524  HISTORY     - Date     Condition        Report By
 DS3524  HISTORY     - 2013     MONUMENTED       WIDT
 DS3524  HISTORY     - 20241008 GOOD             WIDT
 DS3524
 DS3524                          STATION DESCRIPTION
 DS3524
 DS3524'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3524'THE STATION IS 7 MI (11.3 KM) SOUTHEAST OF MARSHFIELD, 3 MI (4.8 KM)
 DS3524'SOUTHEAST OF HEWITT, AND 1.5 MI (2.4 KM) WEST OF AUBURNDALE.
 DS3524'
 DS3524'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DS3524'HIGHWAY T, ABOUT 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF HEWITT, GO EAST
 DS3524'ON US HIGHWAY 10 FOR 2.7 MI (4.3 KM) TO COUNTY HIGHWAY E ON THE RIGHT
 DS3524'AND SHADY ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON SHADY ROAD FOR
 DS3524'0.2 MI (0.3 KM) TO OLD HIGHWAY 10, CONTINUE NORTH ON SHADY ROAD FOR
 DS3524'APPROXIMATELY 100 FT (30.5 M) TO THE STATION ON THE LEFT.
 DS3524'
 DS3524'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3524'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3524'INCHES) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DS3524'STATION IS 33.8 M (110.9 FT) NORTH OF THE CENTERLINE OF OLD HIGHWAY
 DS3524'10, 15.6 M (51.2 FT) WEST OF THE CENTERLINE OF SHADY ROAD, 15.2 M
 DS3524'(49.9 FT) NORTHWEST OF A WOOD POST FOR A -STOP- SIGN, 10.0 M (32.8 FT)
 DS3524'SOUTH-SOUTHEAST OF A METAL RIGHT-OF-WAY POST AND LOCATED IN THE CENTER
 DS3524'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DS3524'
 DS3524'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DS3524'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3520 ***********************************************************************
 DS3520  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3520  DESIGNATION -  9A071
 DS3520  PID         -  DS3520
 DS3520  STATE/COUNTY-  WI/WOOD
 DS3520  COUNTRY     -  US
 DS3520  USGS QUAD   -  PITTSVILLE (2018)
 DS3520
 DS3520                         *CURRENT SURVEY CONTROL
 DS3520  ______________________________________________________________________
 DS3520* NAD 83(2011) POSITION- 44 27 11.94181(N) 090 08 24.91297(W)   ADJUSTED
 DS3520* NAD 83(2011) ELLIP HT-   283.411 (meters)        (04/08/25)   ADJUSTED
 DS3520* NAD 83(2011) EPOCH   -  2010.00
 DS3520* NAVD 88 ORTHO HEIGHT -   317.89  (meters)     1042.9   (feet) GPS OBS
 DS3520  ______________________________________________________________________
 DS3520  GEOID HEIGHT    -        -34.482 (meters)                     GEOID18
 DS3520  NAD 83(2011) X  -    -11,163.688 (meters)                     COMP
 DS3520  NAD 83(2011) Y  - -4,560,531.320 (meters)                     COMP
 DS3520  NAD 83(2011) Z  -  4,444,385.225 (meters)                     COMP
 DS3520  LAPLACE CORR    -         -6.75  (seconds)                    DEFLEC18
 DS3520
 DS3520  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3520  Standards:
 DS3520         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3520            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3520  -------------------------------------------------------------------
 DS3520  NETWORK    0.40   0.57           0.18   0.14   0.29      0.01178928
 DS3520  -------------------------------------------------------------------
 DS3520  Click here for local accuracies and other accuracy information.
 DS3520
 DS3520.The horizontal coordinates were established by GPS observations
 DS3520.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3520
 DS3520.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3520.been affixed to the stable North American tectonic plate. See 
 DS3520.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3520
 DS3520.The horizontal coordinates are valid at the epoch date displayed above
 DS3520.which is a decimal equivalence of Year/Month/Day.
 DS3520
 DS3520.The orthometric height was determined by GPS observations and a
 DS3520.high-resolution geoid model using precise GPS observation and
 DS3520.processing techniques.
 DS3520
 DS3520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3520.GEOID18 height accuracy estimate available here.
 DS3520
 DS3520.Click photographs - Photos may exist for this station.
 DS3520
 DS3520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3520
 DS3520.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3520
 DS3520.The ellipsoidal height was determined by GPS observations
 DS3520.and is referenced to NAD 83.
 DS3520
 DS3520. The following values were computed from the NAD 83(2011) position.
 DS3520
 DS3520;                    North         East     Units Scale Factor Converg.
 DS3520;SPC WI C     -    68,901.007   588,837.161   MT  0.99996778   -0 05 56.3
 DS3520;SPC WI C     -   226,052.72  1,931,876.59   sFT  0.99996778   -0 05 56.3
 DS3520;UTM  15      - 4,926,202.033   727,526.666   MT  1.00023668   +2 00 13.0
 DS3520
 DS3520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3520!SPC WI C     -   0.99995556  x   0.99996778  =   0.99992335
 DS3520!UTM  15      -   0.99995556  x   1.00023668  =   1.00019223
 DS3520
 DS3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2752626202(NAD 83)
 DS3520
 DS3520                          SUPERSEDED SURVEY CONTROL
 DS3520
 DS3520.No superseded survey control is available for this station.
 DS3520
 DS3520_MARKER: DD = SURVEY DISK
 DS3520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3520_STAMPING: 9A071 2013
 DS3520_MARK LOGO: WIDT
 DS3520_PROJECTION: FLUSH
 DS3520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3520+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2024
 DS3520
 DS3520  HISTORY     - Date     Condition        Report By
 DS3520  HISTORY     - 2013     MONUMENTED       WIDT
 DS3520  HISTORY     - 20241007 GOOD             WIDT
 DS3520
 DS3520                          STATION DESCRIPTION
 DS3520
 DS3520'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3520'THE STATION IS 15 MI (24.1 KM) SOUTH OF MARSHFIELD, 8 MI (12.9 KM)
 DS3520'SOUTHWEST OF ARPIN, AND 5 MI (8.0 KM) NORTH OF DEXTERVILLE.
 DS3520'
 DS3520'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH STATE
 DS3520'HIGHWAY 80 (SOUTH) AND COUNTY HIGHWAY A (NORTH) IN THE CITY OF
 DS3520'PITTSVILLE, GO WEST ON STATE HIGHWAY 73 AND STATE HIGHWAY 80 FOR 0.45
 DS3520'MI (0.72 KM) TO THE STATION ON THE LEFT.
 DS3520'
 DS3520'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3520'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3520'INCHES) DIAMETER CONCRETE POST, ABOUT 0.3 M (1.0 FT) LOWER THAN
 DS3520'HIGHWAY GRADE.  THE STATION IS 10.3 M (33.8 FT) SOUTH OF THE
 DS3520'CENTERLINE OF STATE HIGHWAY 73 AND STATE HIGHWAY 80, 20.9 M (68.6 FT)
 DS3520'EAST OF A WOODEN POST FOR A -ENGINE BRAKE MUFFLERS REQUIRED- SIGN,
 DS3520'12.8 M (42.0 FT) WEST-NORTHWEST OF A TELEPHONE PEDESTAL AND LOCATED IN
 DS3520'BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DS3520'
 DS3520'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DS3520'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH (OPPOSITE THE
 DS3520'HIGHWAY) EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4959 ***********************************************************************
 DQ4959  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4959  DESIGNATION -  9A072
 DQ4959  PID         -  DQ4959
 DQ4959  STATE/COUNTY-  WI/OCONTO
 DQ4959  COUNTRY     -  US
 DQ4959  USGS QUAD   -  MOUNTAIN (2018)
 DQ4959
 DQ4959                         *CURRENT SURVEY CONTROL
 DQ4959  ______________________________________________________________________
 DQ4959* NAD 83(2011) POSITION- 45 12 50.73713(N) 088 22 53.75173(W)   ADJUSTED
 DQ4959* NAD 83(2011) ELLIP HT-   253.620 (meters)        (04/14/17)   ADJUSTED
 DQ4959* NAD 83(2011) EPOCH   -  2010.00
 DQ4959* NAVD 88 ORTHO HEIGHT -   289.33  (meters)      949.2   (feet) GPS OBS
 DQ4959  ______________________________________________________________________
 DQ4959  GEOID HEIGHT    -        -35.710 (meters)                     GEOID18
 DQ4959  NAD 83(2011) X  -    127,117.929 (meters)                     COMP
 DQ4959  NAD 83(2011) Y  - -4,499,118.485 (meters)                     COMP
 DQ4959  NAD 83(2011) Z  -  4,504,321.173 (meters)                     COMP
 DQ4959  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 DQ4959
 DQ4959  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4959  Standards:
 DQ4959         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4959            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4959  -------------------------------------------------------------------
 DQ4959  NETWORK    0.60   0.80           0.28   0.20   0.41      0.08588806
 DQ4959  -------------------------------------------------------------------
 DQ4959  Click here for local accuracies and other accuracy information.
 DQ4959
 DQ4959.The horizontal coordinates were established by GPS observations
 DQ4959.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4959
 DQ4959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4959.been affixed to the stable North American tectonic plate. See 
 DQ4959.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4959
 DQ4959.The horizontal coordinates are valid at the epoch date displayed above
 DQ4959.which is a decimal equivalence of Year/Month/Day.
 DQ4959
 DQ4959.The orthometric height was determined by GPS observations and a
 DQ4959.high-resolution geoid model using precise GPS observation and
 DQ4959.processing techniques.
 DQ4959
 DQ4959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4959.GEOID18 height accuracy estimate available here.
 DQ4959
 DQ4959.Click photographs - Photos may exist for this station.
 DQ4959
 DQ4959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4959
 DQ4959.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4959
 DQ4959.The ellipsoidal height was determined by GPS observations
 DQ4959.and is referenced to NAD 83.
 DQ4959
 DQ4959. The following values were computed from the NAD 83(2011) position.
 DQ4959
 DQ4959;                    North         East     Units Scale Factor Converg.
 DQ4959;SPC WI C     -   154,697.721   727,116.042   MT  0.99995807   +1 08 30.9
 DQ4959;SPC WI C     -   507,537.44  2,385,546.55   sFT  0.99995807   +1 08 30.9
 DQ4959;UTM  16      - 5,007,662.352   391,515.314   MT  0.99974471   -0 58 50.4
 DQ4959
 DQ4959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4959!SPC WI C     -   0.99996024  x   0.99995807  =   0.99991831
 DQ4959!UTM  16      -   0.99996024  x   0.99974471  =   0.99970496
 DQ4959
 DQ4959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9151507662(NAD 83)
 DQ4959
 DQ4959                          SUPERSEDED SURVEY CONTROL
 DQ4959
 DQ4959.No superseded survey control is available for this station.
 DQ4959
 DQ4959_MARKER: DD = SURVEY DISK
 DQ4959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4959_STAMPING: 9A072
 DQ4959_MARK LOGO: WIDT
 DQ4959_PROJECTION: FLUSH
 DQ4959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4959+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4959
 DQ4959  HISTORY     - Date     Condition        Report By
 DQ4959  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4959  HISTORY     - 20150201 GOOD             WIDT
 DQ4959
 DQ4959                          STATION DESCRIPTION
 DQ4959
 DQ4959'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4959'THE STATION IS APPROXIMATELY 18 MI (29.0 KM) WEST OF CRIVITZ, 9 MI
 DQ4959'(14.5 KM) SOUTHEAST OF LAKEWOOD, AND 5 MI (8.0 KM) NORTHEAST OF
 DQ4959'MOUNTAIN.
 DQ4959'
 DQ4959'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND STATE
 DQ4959'HIGHWAY 64 WITH COUNTY HIGHWAY W LOCATED IN THE VILLAGE OF MOUNTAIN,
 DQ4959'GO NORTHEAST ON COUNTY HIGHWAY W FOR APPROXIMATELY 4.9 MI (7.9 KM) TO
 DQ4959'NATIONAL FOREST ROAD 2319 (SUNRISE LAKE ROAD) ON THE LEFT.  CONTINUE
 DQ4959'NORTHEAST ON COUNTY HIGHWAY W FOR 0.55 MI (0.9 KM) TO THE STATION ON
 DQ4959'THE RIGHT.
 DQ4959'
 DQ4959'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4959'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4959'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ4959'STATION IS 16.6 M (54.5 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DQ4959'HIGHWAY W, ABOUT 105 M (350 FT) EAST OF BACHMAN RAPIDS ROAD, 28.0 M
 DQ4959'(91.9 FT) NORTH OF A RED ELECTRIC MARKER POST, 22.7 M (74.5 FT)
 DQ4959'NORTHWEST OF A STEEL RIGHT-OF-WAY POST, AND LOCATED IN THE CENTER OF A
 DQ4959'TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4959'
 DQ4959'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4959'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH AND SOUTHEAST
 DQ4959'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8590 ***********************************************************************
 DP8590  DESIGNATION -  9A073
 DP8590  PID         -  DP8590
 DP8590  STATE/COUNTY-  WI/OCONTO
 DP8590  COUNTRY     -  US
 DP8590  USGS QUAD   -  OCONTO FALLS SOUTH (2018)
 DP8590
 DP8590                         *CURRENT SURVEY CONTROL
 DP8590  ______________________________________________________________________
 DP8590* NAD 83(1986) POSITION- 44 52 04.6    (N) 088 14 52.2    (W)   HD_HELD2
 DP8590* NAVD 88 ORTHO HEIGHT -   243.247 (meters)      798.05  (feet) ADJUSTED
 DP8590  ______________________________________________________________________
 DP8590  GEOID HEIGHT    -        -36.269 (meters)                     GEOID18
 DP8590  DYNAMIC HEIGHT  -        243.219 (meters)      797.96  (feet) COMP
 DP8590  MODELED GRAVITY -    980,498.0   (mgal)                       NAVD 88
 DP8590
 DP8590  VERT ORDER      -  SECOND    CLASS I
 DP8590
 DP8590.The horizontal coordinates were established by autonomous hand held GPS
 DP8590.observations and have an estimated accuracy of +/- 10 meters.
 DP8590
 DP8590.The orthometric height was determined by differential leveling and
 DP8590.adjusted by the NATIONAL GEODETIC SURVEY
 DP8590.in February 2017.
 DP8590
 DP8590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8590.GEOID18 height accuracy estimate available here.
 DP8590
 DP8590.Click photographs - Photos may exist for this station.
 DP8590
 DP8590.The dynamic height is computed by dividing the NAVD 88
 DP8590.geopotential number by the normal gravity value computed on the
 DP8590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8590.degrees latitude (g = 980.6199 gals.).
 DP8590
 DP8590.The modeled gravity was interpolated from observed gravity values.
 DP8590
 DP8590;                    North         East    Units  Estimated Accuracy
 DP8590;SPC WI C     -   116,458.      738,451.      MT  (+/- 10 meters HH2 GPS)
 DP8590
 DP8590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0142569038(NAD 83)
 DP8590
 DP8590                          SUPERSEDED SURVEY CONTROL
 DP8590
 DP8590.No superseded survey control is available for this station.
 DP8590
 DP8590_MARKER: DD = SURVEY DISK
 DP8590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8590_STAMPING: 9A073 2012
 DP8590_MARK LOGO: WIDT
 DP8590_PROJECTION: FLUSH
 DP8590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8590+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2014
 DP8590
 DP8590  HISTORY     - Date     Condition        Report By
 DP8590  HISTORY     - 2012     MONUMENTED       WIDT
 DP8590  HISTORY     - 20141028 GOOD             WIDT
 DP8590
 DP8590                          STATION DESCRIPTION
 DP8590
 DP8590'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8590'THE STATION IS APPROXIMATELY 5.2 MI (8.4 KM) WEST-SOUTHWEST OF OCONTO
 DP8590'FALLS, 5.2 MI (8.4 KM) NORTH-NORTHEAST OF GREEN VALLEY AND 3.2 MI (5.1
 DP8590'KM) SOUTHEAST OF GILLETT.
 DP8590'
 DP8590'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8590'HIGHWAY CLOSING CORNER, LOCATED APPROXIMATELY 3.9 MI (6.3 KM)
 DP8590'SOUTHEAST OF THE CITY OF GILLETT, GO NORTH ON STATE HIGHWAY 32 FOR 1.0
 DP8590'MI (1.6 KM) TO ROSE ROAD.  CONTINUE NORTH ON STATE HIGHWAY 32 FOR 0.05
 DP8590'MI (0.1 KM) TO THE STATION ON THE LEFT.
 DP8590'
 DP8590'THE STATION IS 17.4 M (57.1 FT) WEST OF THE CENTERLINE OF STATE
 DP8590'HIGHWAY 32, 7 M (23.0 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND
 DP8590'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8590'WITNESS POSTS.
 DP8590'
 DP8590'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8590'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8590'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8590'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8590'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5007 ***********************************************************************
 DQ5007  DESIGNATION -  9A074
 DQ5007  PID         -  DQ5007
 DQ5007  STATE/COUNTY-  WI/MANITOWOC
 DQ5007  COUNTRY     -  US
 DQ5007  USGS QUAD   -  TWO RIVERS OE S (2018)
 DQ5007
 DQ5007                         *CURRENT SURVEY CONTROL
 DQ5007  ______________________________________________________________________
 DQ5007* NAD 83(2011) POSITION- 44 07 16.67846(N) 087 37 22.65322(W)   ADJUSTED
 DQ5007* NAD 83(2011) ELLIP HT-   146.138 (meters)        (04/14/17)   ADJUSTED
 DQ5007* NAD 83(2011) EPOCH   -  2010.00
 DQ5007* NAVD 88 ORTHO HEIGHT -   182.362 (meters)      598.30  (feet) ADJUSTED
 DQ5007  ______________________________________________________________________
 DQ5007  GEOID HEIGHT    -        -36.218 (meters)                     GEOID18
 DQ5007  NAD 83(2011) X  -    190,214.313 (meters)                     COMP
 DQ5007  NAD 83(2011) Y  - -4,582,262.100 (meters)                     COMP
 DQ5007  NAD 83(2011) Z  -  4,417,878.702 (meters)                     COMP
 DQ5007  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 DQ5007  DYNAMIC HEIGHT  -        182.333 (meters)      598.20  (feet) COMP
 DQ5007  MODELED GRAVITY -    980,456.2   (mgal)                       NAVD 88
 DQ5007
 DQ5007  VERT ORDER      -  SECOND    CLASS I
 DQ5007
 DQ5007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5007  Standards:
 DQ5007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5007  -------------------------------------------------------------------
 DQ5007  NETWORK    0.45   0.71           0.21   0.15   0.36     -0.09483555
 DQ5007  -------------------------------------------------------------------
 DQ5007  Click here for local accuracies and other accuracy information.
 DQ5007
 DQ5007.The horizontal coordinates were established by GPS observations
 DQ5007.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ5007
 DQ5007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5007.been affixed to the stable North American tectonic plate. See 
 DQ5007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5007
 DQ5007.The horizontal coordinates are valid at the epoch date displayed above
 DQ5007.which is a decimal equivalence of Year/Month/Day.
 DQ5007
 DQ5007.The orthometric height was determined by differential leveling and
 DQ5007.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5007.in September 2018.
 DQ5007
 DQ5007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5007.GEOID18 height accuracy estimate available here.
 DQ5007
 DQ5007.Click photographs - Photos may exist for this station.
 DQ5007
 DQ5007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5007
 DQ5007.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5007
 DQ5007.The ellipsoidal height was determined by GPS observations
 DQ5007.and is referenced to NAD 83.
 DQ5007
 DQ5007.The dynamic height is computed by dividing the NAVD 88
 DQ5007.geopotential number by the normal gravity value computed on the
 DQ5007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5007.degrees latitude (g = 980.6199 gals.).
 DQ5007
 DQ5007.The modeled gravity was interpolated from observed gravity values.
 DQ5007
 DQ5007. The following values were computed from the NAD 83(2011) position.
 DQ5007
 DQ5007;                    North         East     Units Scale Factor Converg.
 DQ5007;SPC WI S     -   238,376.769   790,240.969   MT  1.00001156   +1 37 59.8
 DQ5007;SPC WI S     -   782,074.45  2,592,648.91   sFT  1.00001156   +1 37 59.8
 DQ5007;UTM  16      - 4,885,534.105   450,156.634   MT  0.99963055   -0 26 01.3
 DQ5007
 DQ5007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5007!SPC WI S     -   0.99997709  x   1.00001156  =   0.99998865
 DQ5007!UTM  16      -   0.99997709  x   0.99963055  =   0.99960764
 DQ5007
 DQ5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5015685534(NAD 83)
 DQ5007
 DQ5007                          SUPERSEDED SURVEY CONTROL
 DQ5007
 DQ5007.No superseded survey control is available for this station.
 DQ5007
 DQ5007_MARKER: DD = SURVEY DISK
 DQ5007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5007_STAMPING: 9A074 2013
 DQ5007_MARK LOGO: WIDT
 DQ5007_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ5007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5007+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2018
 DQ5007
 DQ5007  HISTORY     - Date     Condition        Report By
 DQ5007  HISTORY     - 2013     MONUMENTED       WIDT
 DQ5007  HISTORY     - 20150420 GOOD             WIDT
 DQ5007  HISTORY     - 20180619 GOOD             WIDT
 DQ5007
 DQ5007                          STATION DESCRIPTION
 DQ5007
 DQ5007'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ5007'THE STATION IS APPROXIMATELY 7.25 MI (11.7 KM) SOUTHEAST OF FRANCIS
 DQ5007'CREEK, 3.4 MI (5.5 KM) SOUTHWEST OF TWO RIVERS AND 2.4 MI (3.9 KM)
 DQ5007'NORTHEAST OF DOWNTOWN MANITOWOC.
 DQ5007'
 DQ5007'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (WALDO
 DQ5007'BOULEVARD) WITH COUNTY HIGHWAY B AND BUSINESS HIGHWAY 42 (8TH STREET)
 DQ5007'IN THE CITY OF MANITOWOC, GO EAST ON STATE HIGHWAY 42 (WALDO
 DQ5007'BOULEVARD) FOR 0.7 MI (1.1 KM) TO A LEFT TURN IN THE STATE HIGHWAY 42
 DQ5007'ROUTE (MEMORIAL DRIVE) AND MARITIME DRIVE ON THE RIGHT.  CURVE LEFT
 DQ5007'AND CONTINUE NORTHEAST ON STATE HIGHWAY 42 (MEMORIAL DRIVE) FOR 1.3 MI
 DQ5007'(2.1 KM) TO SPRUCE DRIVE ON THE LEFT AND A PARKING AREA FOR A WAYSIDE
 DQ5007'ON THE RIGHT.  TURN RIGHT, ENTERING THE PARKING AREA, THEN GO LEFT AND
 DQ5007'PROCEED TO THE NORTHEAST SIDE OF THE ASPHALT PARKING LOT.  FROM THE
 DQ5007'PARKING LOT, TRAVEL ON FOOT NORTHEAST FOR APPROXIMATELY 185 FT (56.4
 DQ5007'M) TO THE STATION, LOCATED ALONG THE LAKEFRONT, SOUTHEAST OF THE PAVED
 DQ5007'RECREATION PATH (MARINERS TRAIL).
 DQ5007'
 DQ5007'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5007'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ5007'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE SURROUNDING
 DQ5007'GRADE.
 DQ5007'
 DQ5007'THE STATION IS 22.6 M (74.1 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DQ5007'HIGHWAY 42 NORTHBOUND (MEMORIAL DRIVE), 14.6 M (47.9 FT) SOUTHWEST OF
 DQ5007'A YELLOW STEEL RIGHT-OF-WAY POST, 4.3 M (14.1 FT) SOUTHEAST OF THE
 DQ5007'EDGE OF PAVEMENT OF THE PAVED RECREATION PATH (MARINERS TRAIL), AND
 DQ5007'LOCATED BETWEEN TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ5007'
 DQ5007'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5007'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING
 DQ5007'TO 20 DEGREES ABOVE THE HORIZON.
 DQ5007
 DQ5007                          STATION RECOVERY (2018)
 DQ5007
 DQ5007'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DQ5007'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5008 ***********************************************************************
 DQ5008  DESIGNATION -  9A075
 DQ5008  PID         -  DQ5008
 DQ5008  STATE/COUNTY-  WI/MANITOWOC
 DQ5008  COUNTRY     -  US
 DQ5008  USGS QUAD   -  TWO RIVERS (2018)
 DQ5008
 DQ5008                         *CURRENT SURVEY CONTROL
 DQ5008  ______________________________________________________________________
 DQ5008* NAD 83(2011) POSITION- 44 07 58.61649(N) 087 35 53.13876(W)   ADJUSTED
 DQ5008* NAD 83(2011) ELLIP HT-   144.696 (meters)        (04/14/17)   ADJUSTED
 DQ5008* NAD 83(2011) EPOCH   -  2010.00
 DQ5008* NAVD 88 ORTHO HEIGHT -   180.943 (meters)      593.64  (feet) ADJUSTED
 DQ5008  ______________________________________________________________________
 DQ5008  GEOID HEIGHT    -        -36.237 (meters)                     GEOID18
 DQ5008  NAD 83(2011) X  -    192,165.083 (meters)                     COMP
 DQ5008  NAD 83(2011) Y  - -4,581,277.609 (meters)                     COMP
 DQ5008  NAD 83(2011) Z  -  4,418,806.854 (meters)                     COMP
 DQ5008  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 DQ5008  DYNAMIC HEIGHT  -        180.914 (meters)      593.55  (feet) COMP
 DQ5008  MODELED GRAVITY -    980,458.7   (mgal)                       NAVD 88
 DQ5008
 DQ5008  VERT ORDER      -  SECOND    CLASS I
 DQ5008
 DQ5008  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5008  Standards:
 DQ5008         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5008            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5008  -------------------------------------------------------------------
 DQ5008  NETWORK    0.45   0.71           0.21   0.15   0.36     -0.08807920
 DQ5008  -------------------------------------------------------------------
 DQ5008  Click here for local accuracies and other accuracy information.
 DQ5008
 DQ5008.The horizontal coordinates were established by GPS observations
 DQ5008.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ5008
 DQ5008.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5008.been affixed to the stable North American tectonic plate. See 
 DQ5008.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5008
 DQ5008.The horizontal coordinates are valid at the epoch date displayed above
 DQ5008.which is a decimal equivalence of Year/Month/Day.
 DQ5008
 DQ5008.The orthometric height was determined by differential leveling and
 DQ5008.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5008.in September 2018.
 DQ5008
 DQ5008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5008.GEOID18 height accuracy estimate available here.
 DQ5008
 DQ5008.Click photographs - Photos may exist for this station.
 DQ5008
 DQ5008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5008
 DQ5008.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5008
 DQ5008.The ellipsoidal height was determined by GPS observations
 DQ5008.and is referenced to NAD 83.
 DQ5008
 DQ5008.The dynamic height is computed by dividing the NAVD 88
 DQ5008.geopotential number by the normal gravity value computed on the
 DQ5008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5008.degrees latitude (g = 980.6199 gals.).
 DQ5008
 DQ5008.The modeled gravity was interpolated from observed gravity values.
 DQ5008
 DQ5008. The following values were computed from the NAD 83(2011) position.
 DQ5008
 DQ5008;                    North         East     Units Scale Factor Converg.
 DQ5008;SPC WI S     -   239,727.699   792,193.164   MT  1.00001414   +1 39 01.3
 DQ5008;SPC WI S     -   786,506.63  2,599,053.74   sFT  1.00001414   +1 39 01.3
 DQ5008;UTM  16      - 4,886,813.256   452,155.515   MT  0.99962815   -0 24 59.3
 DQ5008
 DQ5008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5008!SPC WI S     -   0.99997731  x   1.00001414  =   0.99999145
 DQ5008!UTM  16      -   0.99997731  x   0.99962815  =   0.99960547
 DQ5008
 DQ5008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5215586813(NAD 83)
 DQ5008
 DQ5008                          SUPERSEDED SURVEY CONTROL
 DQ5008
 DQ5008.No superseded survey control is available for this station.
 DQ5008
 DQ5008_MARKER: DD = SURVEY DISK
 DQ5008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5008_STAMPING: 9A075 2013
 DQ5008_MARK LOGO: WIDT
 DQ5008_PROJECTION: FLUSH
 DQ5008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5008+STABILITY: SURFACE MOTION
 DQ5008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5008+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2018
 DQ5008
 DQ5008  HISTORY     - Date     Condition        Report By
 DQ5008  HISTORY     - 2013     MONUMENTED       WIDT
 DQ5008  HISTORY     - 20150420 GOOD             WIDT
 DQ5008  HISTORY     - 20180620 GOOD             WIDT
 DQ5008
 DQ5008                          STATION DESCRIPTION
 DQ5008
 DQ5008'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ5008'THE STATION IS APPROXIMATELY 7.7 MI (12.4 KM) SOUTHEAST OF FRANCIS
 DQ5008'CREEK, 4.2 MI (6.8 KM) NORTHEAST OF MANITOWOC AND 2.1 MI (3.4 KM)
 DQ5008'SOUTHWEST OF TWO RIVERS.
 DQ5008'
 DQ5008'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (WALDO
 DQ5008'BOULEVARD) WITH COUNTY HIGHWAY B AND BUSINESS HIGHWAY 42 (8TH STREET)
 DQ5008'IN THE CITY OF MANITOWOC, GO EAST ON STATE HIGHWAY 42 (WALDO
 DQ5008'BOULEVARD) FOR 0.7 MI (1.1 KM) TO A LEFT TURN IN THE STATE HIGHWAY 42
 DQ5008'ROUTE (MEMORIAL DRIVE) AND MARITIME DRIVE ON THE RIGHT.  CURVE LEFT
 DQ5008'AND CONTINUE NORTHEAST ON STATE HIGHWAY 42 (MEMORIAL DRIVE) FOR 2.9 MI
 DQ5008'(4.7 KM) TO THIEDE ROAD ON THE LEFT AND A PARKING AREA ON THE RIGHT.
 DQ5008'TURN RIGHT, TO ENTER THE PARKING AREA, THEN TRAVEL ON FOOT FROM THE
 DQ5008'PARKING AREA TO THE SOUTHWEST FOR APPROXIMATELY 100 FT (30.5 M) TO THE
 DQ5008'NORTHEAST END OF THE BEAM GUARD AND THE STATION, WHICH IS LOCATED IN
 DQ5008'THE GRASSY AREA IN BETWEEN THE PAVED RECREATION PATH (MARINERS TRAIL)
 DQ5008'AND THE STEEL BEAM GUARD.
 DQ5008'
 DQ5008'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5008'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ5008'INCHES) DIAMETER CONCRETE POST, WHICH IS FLUSH WITH THE SURROUNDING
 DQ5008'GRADE.  THE STATION IS 9.1 M (29.9 FT) SOUTH-SOUTHEAST OF THE
 DQ5008'CENTERLINE OF STATE HIGHWAY 42 (MEMORIAL DRIVE), 11.6 M (38.1 FT)
 DQ5008'NORTHEAST OF A -DO NOT ENTER- SIGN POST, 2.1 M (6.9 FT) NORTHWEST OF
 DQ5008'THE EDGE OF PAVEMENT FOR THE MARINERS BIKE AND PEDESTRIAN TRAIL, AND
 DQ5008'IS 2.1 M (6.9 FT) EAST OF TWO WHITE PLASTIC WITNESS POSTS ATTACHED TO
 DQ5008'A WOOD POST FOR THE BEAM GUARD.
 DQ5008'
 DQ5008'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5008'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTH EXTENDING TO
 DQ5008'30 DEGREES ABOVE THE HORIZON.
 DQ5008
 DQ5008                          STATION RECOVERY (2018)
 DQ5008
 DQ5008'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DQ5008'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3522 ***********************************************************************
 DS3522  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3522  DESIGNATION -  9A077
 DS3522  PID         -  DS3522
 DS3522  STATE/COUNTY-  WI/PORTAGE
 DS3522  COUNTRY     -  US
 DS3522  USGS QUAD   -  DEWEY MARSH (2018)
 DS3522
 DS3522                         *CURRENT SURVEY CONTROL
 DS3522  ______________________________________________________________________
 DS3522* NAD 83(2011) POSITION- 44 40 54.25457(N) 089 36 16.89043(W)   ADJUSTED
 DS3522* NAD 83(2011) ELLIP HT-   309.783 (meters)        (04/08/25)   ADJUSTED
 DS3522* NAD 83(2011) EPOCH   -  2010.00
 DS3522* NAVD 88 ORTHO HEIGHT -   345.30  (meters)     1132.9   (feet) GPS OBS
 DS3522  ______________________________________________________________________
 DS3522  GEOID HEIGHT    -        -35.513 (meters)                     GEOID18
 DS3522  NAD 83(2011) X  -     31,342.140 (meters)                     COMP
 DS3522  NAD 83(2011) Y  - -4,542,642.457 (meters)                     COMP
 DS3522  NAD 83(2011) Z  -  4,462,487.885 (meters)                     COMP
 DS3522  LAPLACE CORR    -         -6.14  (seconds)                    DEFLEC18
 DS3522
 DS3522  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3522  Standards:
 DS3522         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3522            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3522  -------------------------------------------------------------------
 DS3522  NETWORK    0.40   0.61           0.18   0.14   0.31     -0.00791396
 DS3522  -------------------------------------------------------------------
 DS3522  Click here for local accuracies and other accuracy information.
 DS3522
 DS3522.The horizontal coordinates were established by GPS observations
 DS3522.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3522
 DS3522.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3522.been affixed to the stable North American tectonic plate. See 
 DS3522.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3522
 DS3522.The horizontal coordinates are valid at the epoch date displayed above
 DS3522.which is a decimal equivalence of Year/Month/Day.
 DS3522
 DS3522.The orthometric height was determined by GPS observations and a
 DS3522.high-resolution geoid model using precise GPS observation and
 DS3522.processing techniques.
 DS3522
 DS3522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3522.GEOID18 height accuracy estimate available here.
 DS3522
 DS3522.Click photographs - Photos may exist for this station.
 DS3522
 DS3522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3522
 DS3522.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3522
 DS3522.The ellipsoidal height was determined by GPS observations
 DS3522.and is referenced to NAD 83.
 DS3522
 DS3522. The following values were computed from the NAD 83(2011) position.
 DS3522
 DS3522;                    North         East     Units Scale Factor Converg.
 DS3522;SPC WI C     -    94,349.340   631,339.067   MT  0.99994644   +0 16 44.1
 DS3522;SPC WI C     -   309,544.46  2,071,318.26   sFT  0.99994644   +0 16 44.1
 DS3522;UTM  16      - 4,950,896.902   293,576.250   MT  1.00012402   -1 49 55.9
 DS3522
 DS3522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3522!SPC WI C     -   0.99995143  x   0.99994644  =   0.99989787
 DS3522!UTM  16      -   0.99995143  x   1.00012402  =   1.00007544
 DS3522
 DS3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9357650896(NAD 83)
 DS3522
 DS3522                          SUPERSEDED SURVEY CONTROL
 DS3522
 DS3522.No superseded survey control is available for this station.
 DS3522
 DS3522_MARKER: DD = SURVEY DISK
 DS3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3522_STAMPING: 9A077 2013
 DS3522_MARK LOGO: WIDT
 DS3522_PROJECTION: FLUSH
 DS3522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3522+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2024
 DS3522
 DS3522  HISTORY     - Date     Condition        Report By
 DS3522  HISTORY     - 2013     MONUMENTED       WIDT
 DS3522  HISTORY     - 20241009 GOOD             WIDT
 DS3522
 DS3522                          STATION DESCRIPTION
 DS3522
 DS3522'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3522'THE STATION IS 11 MI (17.7 KM) NORTH OF STEVENS POINT, 10 MI (10.8 KM)
 DS3522'NORTHEAST OF JUNCTION CITY, AND 9 MI (14.5 KM) SOUTH-SOUTHEAST OF
 DS3522'MOSINEE.
 DS3522'
 DS3522'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DS3522'HIGHWAY 51 WITH COUNTY HIGHWAY DB (EXIT 171), ABOUT 3.5 MI (5.6 KM)
 DS3522'SOUTHEAST OF KNOWLTON, GO EAST ON COUNTY HIGHWAY DB FOR 1.7 MI (2.7
 DS3522'KM) TO COUNTY HIGHWAY X, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY X
 DS3522'FOR 0.4 MI (0.6 KM) TO BIRCH DRIVE ON THE RIGHT, TURN RIGHT AND GO
 DS3522'NORTHEAST ON BIRCH DRIVE FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 DS3522'RIGHT.
 DS3522'
 DS3522'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3522'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3522'INCHES) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DS3522'STATION IS 6.7 M (22.0 FT) SOUTH-SOUTHEAST OF THE EDGE OF PAVEMENT OF
 DS3522'BIRCH DRIVE, 69 M (226.4 FT) EAST OF A WOOD POST FOR A -STOP AHEAD-
 DS3522'SIGN, 25.0 M (82.0 FT) SOUTHWEST OF A METAL POST FOR A FIRE NUMBER
 DS3522'-130- SIGN AND LOCATED IN BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DS3522'
 DS3522'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE WEST EXTENDING TO 30
 DS3522'DEGREES ABOVE THE HORIZON AND TREES TO THE NORTH (OPPOSITE THE ROAD)
 DS3522'EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2351 ***********************************************************************
 DS2351  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2351  DESIGNATION -  9A078
 DS2351  PID         -  DS2351
 DS2351  STATE/COUNTY-  WI/CHIPPEWA
 DS2351  COUNTRY     -  US
 DS2351  USGS QUAD   -  CHIPPEWA FALLS (2018)
 DS2351
 DS2351                         *CURRENT SURVEY CONTROL
 DS2351  ______________________________________________________________________
 DS2351* NAD 83(2011) POSITION- 44 55 19.16044(N) 091 22 50.43225(W)   ADJUSTED
 DS2351* NAD 83(2011) ELLIP HT-   253.516 (meters)        (07/15/24)   ADJUSTED
 DS2351* NAD 83(2011) EPOCH   -  2010.00
 DS2351* NAVD 88 ORTHO HEIGHT -   284.50  (meters)      933.4   (feet) GPS OBS
 DS2351  ______________________________________________________________________
 DS2351  GEOID HEIGHT    -        -30.983 (meters)                     GEOID18
 DS2351  NAD 83(2011) X  -   -109,003.300 (meters)                     COMP
 DS2351  NAD 83(2011) Y  - -4,522,583.022 (meters)                     COMP
 DS2351  NAD 83(2011) Z  -  4,481,393.036 (meters)                     COMP
 DS2351  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 DS2351
 DS2351  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2351  Standards:
 DS2351         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2351            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2351  -------------------------------------------------------------------
 DS2351  NETWORK    0.36   0.63           0.16   0.13   0.32     -0.00918905
 DS2351  -------------------------------------------------------------------
 DS2351  Click here for local accuracies and other accuracy information.
 DS2351
 DS2351.The horizontal coordinates were established by GPS observations
 DS2351.and adjusted by the WI DEPT OF TRANSP in July 2024.
 DS2351
 DS2351.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2351.been affixed to the stable North American tectonic plate. See 
 DS2351.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2351
 DS2351.The horizontal coordinates are valid at the epoch date displayed above
 DS2351.which is a decimal equivalence of Year/Month/Day.
 DS2351
 DS2351.The orthometric height was determined by GPS observations and a
 DS2351.high-resolution geoid model using precise GPS observation and
 DS2351.processing techniques.
 DS2351
 DS2351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2351.GEOID18 height accuracy estimate available here.
 DS2351
 DS2351.Click photographs - Photos may exist for this station.
 DS2351
 DS2351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2351
 DS2351.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2351
 DS2351.The ellipsoidal height was determined by GPS observations
 DS2351.and is referenced to NAD 83.
 DS2351
 DS2351. The following values were computed from the NAD 83(2011) position.
 DS2351
 DS2351;                    North         East     Units Scale Factor Converg.
 DS2351;SPC WI C     -   121,896.819   491,002.156   MT  0.99994102   -0 58 27.0
 DS2351;SPC WI C     -   399,923.15  1,610,896.24   sFT  0.99994102   -0 58 27.0
 DS2351;UTM  15      - 4,975,559.884   627,800.672   MT  0.99980084   +1 08 37.1
 DS2351
 DS2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2351!SPC WI C     -   0.99996025  x   0.99994102  =   0.99990128
 DS2351!UTM  15      -   0.99996025  x   0.99980084  =   0.99976110
 DS2351
 DS2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2780075559(NAD 83)
 DS2351
 DS2351                          SUPERSEDED SURVEY CONTROL
 DS2351
 DS2351.No superseded survey control is available for this station.
 DS2351
 DS2351_MARKER: DD = SURVEY DISK
 DS2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2351_STAMPING: 9A078 2013
 DS2351_MARK LOGO: WIDT
 DS2351_PROJECTION: FLUSH
 DS2351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2351+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2023
 DS2351
 DS2351  HISTORY     - Date     Condition        Report By
 DS2351  HISTORY     - 2013     MONUMENTED       WIDT
 DS2351  HISTORY     - 20231211 GOOD             DJHENK
 DS2351
 DS2351                          STATION DESCRIPTION
 DS2351
 DS2351'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DS2351'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF
 DS2351'TILDEN, 3.9 MI (6.3 KM) WEST OF LAKE WISSOTA AND 1.2 MI (1.9 KM)
 DS2351'SOUTH-SOUTHEAST OF CHIPPEWA FALLS.
 DS2351'
 DS2351'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DS2351'HIGHWAY 124 IN CHIPPEWA FALLS, WI.
 DS2351'
 DS2351'THE STATION IS LOCATED 15 M (49.2 FT) NORTHEAST OF THE EDGE OF
 DS2351'CONCRETE OF HIGHWAY 124, 123 M (403.5 FT) SOUTHEAST OF A --NORTH
 DS2351'124/WEST BUSINESS 29 SIGN. 50 M (164.0 FT) SOUTH-SOUTHEAST OF THE EDGE
 DS2351'OF CONCRETE OF CHIPPEWA MALL DRIVE AND 1 M (3.3 FT) NORTH, EAST AND
 DS2351'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2352 ***********************************************************************
 DS2352  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2352  DESIGNATION -  9A080
 DS2352  PID         -  DS2352
 DS2352  STATE/COUNTY-  WI/CHIPPEWA
 DS2352  COUNTRY     -  US
 DS2352  USGS QUAD   -  STANLEY (2018)
 DS2352
 DS2352                         *CURRENT SURVEY CONTROL
 DS2352  ______________________________________________________________________
 DS2352* NAD 83(2011) POSITION- 44 56 39.07678(N) 090 58 16.22528(W)   ADJUSTED
 DS2352* NAD 83(2011) ELLIP HT-   308.594 (meters)        (07/15/24)   ADJUSTED
 DS2352* NAD 83(2011) EPOCH   -  2010.00
 DS2352* NAVD 88 ORTHO HEIGHT -   339.90  (meters)     1115.2   (feet) GPS OBS
 DS2352  ______________________________________________________________________
 DS2352  GEOID HEIGHT    -        -31.306 (meters)                     GEOID18
 DS2352  NAD 83(2011) X  -    -76,648.307 (meters)                     COMP
 DS2352  NAD 83(2011) Y  - -4,521,543.346 (meters)                     COMP
 DS2352  NAD 83(2011) Z  -  4,483,178.470 (meters)                     COMP
 DS2352  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 DS2352
 DS2352  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2352  Standards:
 DS2352         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2352            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2352  -------------------------------------------------------------------
 DS2352  NETWORK    0.34   0.59           0.15   0.13   0.30      0.01041424
 DS2352  -------------------------------------------------------------------
 DS2352  Click here for local accuracies and other accuracy information.
 DS2352
 DS2352.The horizontal coordinates were established by GPS observations
 DS2352.and adjusted by the WI DEPT OF TRANSP in July 2024.
 DS2352
 DS2352.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2352.been affixed to the stable North American tectonic plate. See 
 DS2352.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2352
 DS2352.The horizontal coordinates are valid at the epoch date displayed above
 DS2352.which is a decimal equivalence of Year/Month/Day.
 DS2352
 DS2352.The orthometric height was determined by GPS observations and a
 DS2352.high-resolution geoid model using precise GPS observation and
 DS2352.processing techniques.
 DS2352
 DS2352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2352.GEOID18 height accuracy estimate available here.
 DS2352
 DS2352.Click photographs - Photos may exist for this station.
 DS2352
 DS2352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2352
 DS2352.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2352
 DS2352.The ellipsoidal height was determined by GPS observations
 DS2352.and is referenced to NAD 83.
 DS2352
 DS2352. The following values were computed from the NAD 83(2011) position.
 DS2352
 DS2352;                    North         East     Units Scale Factor Converg.
 DS2352;SPC WI C     -   123,895.327   523,358.043   MT  0.99994141   -0 41 06.9
 DS2352;SPC WI C     -   406,479.92  1,717,050.51   sFT  0.99994141   -0 41 06.9
 DS2352;UTM  15      - 4,978,752.692   660,057.824   MT  0.99991502   +1 26 00.6
 DS2352
 DS2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2352!SPC WI C     -   0.99995162  x   0.99994141  =   0.99989303
 DS2352!UTM  15      -   0.99995162  x   0.99991502  =   0.99986664
 DS2352
 DS2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6005778752(NAD 83)
 DS2352
 DS2352                          SUPERSEDED SURVEY CONTROL
 DS2352
 DS2352.No superseded survey control is available for this station.
 DS2352
 DS2352_MARKER: DD = SURVEY DISK
 DS2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2352_STAMPING: 9A080 2013
 DS2352_MARK LOGO: WIDT
 DS2352_PROJECTION: FLUSH
 DS2352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2352+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2023
 DS2352
 DS2352  HISTORY     - Date     Condition        Report By
 DS2352  HISTORY     - 2013     MONUMENTED       WIDT
 DS2352  HISTORY     - 20231211 GOOD             DJHENK
 DS2352
 DS2352                          STATION DESCRIPTION
 DS2352
 DS2352'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DS2352'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHEAST OF
 DS2352'COLBURN, 3.2 MI (5.1 KM) EAST OF BOYD AND 2.0 MI (3.2 KM)
 DS2352'WEST-SOUTHWEST OF STANLEY.
 DS2352'
 DS2352'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH STATE
 DS2352'HIGHWAY 29 LOCATED 1.0 MI (1.6 KM) SOUTH OF CADOTT, WI, GO EAST ON
 DS2352'HIGHWAY 29 FOR 8.8 MI (14.2 KM) TO 345TH ST ON THE RIGHT, TURN RIGHT
 DS2352'AND GO SOUTH ON 345TH ST FOR 0.5 MI (0.8 KM) TO COUNTY HIGHWAY X, TURN
 DS2352'LEFT AND GO EAST ON HIGHWAY X FOR 0.1 MI (0.2 KM) TO THE STATION ON
 DS2352'THE RIGHT.
 DS2352'
 DS2352'THE STATION IS LOCATED 11 M (36.1 FT) SOUTH OF THE CENTERLINE OF
 DS2352'HIGHWAY X, 42 M (137.8 FT) SOUTHWEST OF A WOOD POST FOR A ROAD
 DS2352'JUNCTION SIGN, 22 M (72.2 FT) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL,
 DS2352'19 M (62.3 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND 1 M (3.3 FT)
 DS2352'SOUTH, NORTHEAST, AND NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2353 ***********************************************************************
 DS2353  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2353  DESIGNATION -  9A081
 DS2353  PID         -  DS2353
 DS2353  STATE/COUNTY-  WI/CLARK
 DS2353  COUNTRY     -  US
 DS2353  USGS QUAD   -  STANLEY (2018)
 DS2353
 DS2353                         *CURRENT SURVEY CONTROL
 DS2353  ______________________________________________________________________
 DS2353* NAD 83(2011) POSITION- 44 57 08.52058(N) 090 55 17.85543(W)   ADJUSTED
 DS2353* NAD 83(2011) ELLIP HT-   306.447 (meters)        (07/15/24)   ADJUSTED
 DS2353* NAD 83(2011) EPOCH   -  2010.00
 DS2353* NAVD 88 ORTHO HEIGHT -   337.82  (meters)     1108.3   (feet) GPS OBS
 DS2353  ______________________________________________________________________
 DS2353  GEOID HEIGHT    -        -31.379 (meters)                     GEOID18
 DS2353  NAD 83(2011) X  -    -72,727.870 (meters)                     COMP
 DS2353  NAD 83(2011) Y  - -4,520,964.348 (meters)                     COMP
 DS2353  NAD 83(2011) Z  -  4,483,820.268 (meters)                     COMP
 DS2353  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 DS2353
 DS2353  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2353  Standards:
 DS2353         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2353            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2353  -------------------------------------------------------------------
 DS2353  NETWORK    0.36   0.61           0.16   0.13   0.31      0.01487169
 DS2353  -------------------------------------------------------------------
 DS2353  Click here for local accuracies and other accuracy information.
 DS2353
 DS2353.The horizontal coordinates were established by GPS observations
 DS2353.and adjusted by the WI DEPT OF TRANSP in July 2024.
 DS2353
 DS2353.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2353.been affixed to the stable North American tectonic plate. See 
 DS2353.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2353
 DS2353.The horizontal coordinates are valid at the epoch date displayed above
 DS2353.which is a decimal equivalence of Year/Month/Day.
 DS2353
 DS2353.The orthometric height was determined by GPS observations and a
 DS2353.high-resolution geoid model using precise GPS observation and
 DS2353.processing techniques.
 DS2353
 DS2353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2353.GEOID18 height accuracy estimate available here.
 DS2353
 DS2353.Click photographs - Photos may exist for this station.
 DS2353
 DS2353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2353
 DS2353.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2353
 DS2353.The ellipsoidal height was determined by GPS observations
 DS2353.and is referenced to NAD 83.
 DS2353
 DS2353. The following values were computed from the NAD 83(2011) position.
 DS2353
 DS2353;                    North         East     Units Scale Factor Converg.
 DS2353;SPC WI C     -   124,758.565   527,278.292   MT  0.99994159   -0 39 01.0
 DS2353;SPC WI C     -   409,312.06  1,729,912.20   sFT  0.99994159   -0 39 01.0
 DS2353;UTM  15      - 4,979,760.263   663,943.404   MT  0.99993050   +1 28 07.4
 DS2353
 DS2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2353!SPC WI C     -   0.99995196  x   0.99994159  =   0.99989355
 DS2353!UTM  15      -   0.99995196  x   0.99993050  =   0.99988246
 DS2353
 DS2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6394379760(NAD 83)
 DS2353
 DS2353                          SUPERSEDED SURVEY CONTROL
 DS2353
 DS2353.No superseded survey control is available for this station.
 DS2353
 DS2353_MARKER: DD = SURVEY DISK
 DS2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2353_STAMPING: 9A081 2013
 DS2353_MARK LOGO: WIDT
 DS2353_PROJECTION: FLUSH
 DS2353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2353+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2023
 DS2353
 DS2353  HISTORY     - Date     Condition        Report By
 DS2353  HISTORY     - 2013     MONUMENTED       WIDT
 DS2353  HISTORY     - 20231211 GOOD             DJHENK
 DS2353
 DS2353                          STATION DESCRIPTION
 DS2353
 DS2353'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DS2353'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF THORP, 5.5 MI
 DS2353'(8.9 KM) EAST OF BOYD AND 0.9 MI (1.5 KM) SOUTHEAST OF STANLEY.
 DS2353'
 DS2353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DS2353'HIGHWAY 73 LOCATED IN THORP, WI, GO WEST ON HIGHWAY 29 FOR 6.0 MI (9.7
 DS2353'KM) TO COUNTY HIGHWAY NN ON THE RIGHT AND THE STATION ON THE RIGHT.
 DS2353'
 DS2353'THE STATION IS LOCATED 22 M (72.2 FT) NORTH OF THE CENTERLINE OF WEST
 DS2353'BOUND HIGHWAY 29, 58 M (190.3 FT) EAST OF THE CENTERLINE OF HIGHWAY
 DS2353'NN, 34 M (111.5 FT) WEST-NORTHWEST OF A WOOD POST FOR A -DO NOT ENTER-
 DS2353'SIGN, 27 M (88.6 FT) EAST OF A ORANGE AND WHITE FIBER OPTIC POST AND 1
 DS2353'M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF THREE WHITE PLASTIC
 DS2353'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2354 ***********************************************************************
 DS2354  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2354  DESIGNATION -  9A082
 DS2354  PID         -  DS2354
 DS2354  STATE/COUNTY-  WI/CLARK
 DS2354  COUNTRY     -  US
 DS2354  USGS QUAD   -  STANLEY (2018)
 DS2354
 DS2354                         *CURRENT SURVEY CONTROL
 DS2354  ______________________________________________________________________
 DS2354* NAD 83(2011) POSITION- 44 57 06.61419(N) 090 54 10.48102(W)   ADJUSTED
 DS2354* NAD 83(2011) ELLIP HT-   314.472 (meters)        (07/15/24)   ADJUSTED
 DS2354* NAD 83(2011) EPOCH   -  2010.00
 DS2354* NAVD 88 ORTHO HEIGHT -   345.89  (meters)     1134.8   (feet) GPS OBS
 DS2354  ______________________________________________________________________
 DS2354  GEOID HEIGHT    -        -31.415 (meters)                     GEOID18
 DS2354  NAD 83(2011) X  -    -71,251.881 (meters)                     COMP
 DS2354  NAD 83(2011) Y  - -4,521,035.116 (meters)                     COMP
 DS2354  NAD 83(2011) Z  -  4,483,784.288 (meters)                     COMP
 DS2354  LAPLACE CORR    -         -4.84  (seconds)                    DEFLEC18
 DS2354
 DS2354  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2354  Standards:
 DS2354         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2354            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2354  -------------------------------------------------------------------
 DS2354  NETWORK    0.34   0.61           0.15   0.13   0.31      0.00812785
 DS2354  -------------------------------------------------------------------
 DS2354  Click here for local accuracies and other accuracy information.
 DS2354
 DS2354.The horizontal coordinates were established by GPS observations
 DS2354.and adjusted by the WI DEPT OF TRANSP in July 2024.
 DS2354
 DS2354.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2354.been affixed to the stable North American tectonic plate. See 
 DS2354.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2354
 DS2354.The horizontal coordinates are valid at the epoch date displayed above
 DS2354.which is a decimal equivalence of Year/Month/Day.
 DS2354
 DS2354.The orthometric height was determined by GPS observations and a
 DS2354.high-resolution geoid model using precise GPS observation and
 DS2354.processing techniques.
 DS2354
 DS2354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2354.GEOID18 height accuracy estimate available here.
 DS2354
 DS2354.Click photographs - Photos may exist for this station.
 DS2354
 DS2354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2354
 DS2354.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2354
 DS2354.The ellipsoidal height was determined by GPS observations
 DS2354.and is referenced to NAD 83.
 DS2354
 DS2354. The following values were computed from the NAD 83(2011) position.
 DS2354
 DS2354;                    North         East     Units Scale Factor Converg.
 DS2354;SPC WI C     -   124,683.133   528,754.308   MT  0.99994157   -0 38 13.5
 DS2354;SPC WI C     -   409,064.58  1,734,754.76   sFT  0.99994157   -0 38 13.5
 DS2354;UTM  15      - 4,979,739.459   665,421.188   MT  0.99993649   +1 28 55.0
 DS2354
 DS2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2354!SPC WI C     -   0.99995070  x   0.99994157  =   0.99989227
 DS2354!UTM  15      -   0.99995070  x   0.99993649  =   0.99988719
 DS2354
 DS2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6542179739(NAD 83)
 DS2354
 DS2354                          SUPERSEDED SURVEY CONTROL
 DS2354
 DS2354.No superseded survey control is available for this station.
 DS2354
 DS2354_MARKER: DD = SURVEY DISK
 DS2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2354_STAMPING: 9A082 2013
 DS2354_MARK LOGO: WIDT
 DS2354_PROJECTION: FLUSH
 DS2354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2354+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2023
 DS2354
 DS2354  HISTORY     - Date     Condition        Report By
 DS2354  HISTORY     - 2013     MONUMENTED       WIDT
 DS2354  HISTORY     - 20231211 GOOD             DJHENK
 DS2354
 DS2354                          STATION DESCRIPTION
 DS2354
 DS2354'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DS2354'THE STATION IS LOCATED ABOUT 6.5 MI (10.4 KM) EAST OF BOYD, 5.1 MI
 DS2354'(8.2 KM) WEST OF THORP AND 1.8 MI (2.8 KM) EAST-SOUTHEAST OF STANLEY.
 DS2354'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DS2354'HIGHWAY H LOCATED IN STANLEY, WI, GO EAST ON HIGHWAY 29 FOR 1.7 MI
 DS2354'(2.7 KM) TO COPENHAVER AVENUE AND THE STATION ON THE RIGHT.
 DS2354'
 DS2354'THE STATION IS LOCATED 21 M (68.9 FT) SOUTH OF THE CENTERLINE OF
 DS2354'HIGHWAY 29, 32 M (105.0 FT) WEST OF THE CENTERLINE OF COPENHAVER
 DS2354'AVENUE, 37.5 M (123.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A LARGE
 DS2354'METAL BUILDING WITH A GARAGE DOOR, 15.5 M (50.9 FT) NORTH-NORTHEAST OF
 DS2354'A RIGHT OF WAY POST AND 0.3 M (1.0 FT) NORTH OF A WHITE PLASTIC
 DS2354'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2355 ***********************************************************************
 DS2355  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2355  DESIGNATION -  9A083
 DS2355  PID         -  DS2355
 DS2355  STATE/COUNTY-  WI/CLARK
 DS2355  COUNTRY     -  US
 DS2355  USGS QUAD   -  THORP (2018)
 DS2355
 DS2355                         *CURRENT SURVEY CONTROL
 DS2355  ______________________________________________________________________
 DS2355* NAD 83(2011) POSITION- 44 57 06.51801(N) 090 51 43.69691(W)   ADJUSTED
 DS2355* NAD 83(2011) ELLIP HT-   325.583 (meters)        (07/15/24)   ADJUSTED
 DS2355* NAD 83(2011) EPOCH   -  2010.00
 DS2355* NAVD 88 ORTHO HEIGHT -   357.07  (meters)     1171.5   (feet) GPS OBS
 DS2355  ______________________________________________________________________
 DS2355  GEOID HEIGHT    -        -31.494 (meters)                     GEOID18
 DS2355  NAD 83(2011) X  -    -68,034.711 (meters)                     COMP
 DS2355  NAD 83(2011) Y  - -4,521,094.636 (meters)                     COMP
 DS2355  NAD 83(2011) Z  -  4,483,790.037 (meters)                     COMP
 DS2355  LAPLACE CORR    -         -5.36  (seconds)                    DEFLEC18
 DS2355
 DS2355  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2355  Standards:
 DS2355         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2355            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2355  -------------------------------------------------------------------
 DS2355  NETWORK    0.32   0.53           0.14   0.12   0.27      0.00516410
 DS2355  -------------------------------------------------------------------
 DS2355  Click here for local accuracies and other accuracy information.
 DS2355
 DS2355.The horizontal coordinates were established by GPS observations
 DS2355.and adjusted by the WI DEPT OF TRANSP in July 2024.
 DS2355
 DS2355.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2355.been affixed to the stable North American tectonic plate. See 
 DS2355.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2355
 DS2355.The horizontal coordinates are valid at the epoch date displayed above
 DS2355.which is a decimal equivalence of Year/Month/Day.
 DS2355
 DS2355.The orthometric height was determined by GPS observations and a
 DS2355.high-resolution geoid model using precise GPS observation and
 DS2355.processing techniques.
 DS2355
 DS2355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2355.GEOID18 height accuracy estimate available here.
 DS2355
 DS2355.Click photographs - Photos may exist for this station.
 DS2355
 DS2355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2355
 DS2355.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2355
 DS2355.The ellipsoidal height was determined by GPS observations
 DS2355.and is referenced to NAD 83.
 DS2355
 DS2355. The following values were computed from the NAD 83(2011) position.
 DS2355
 DS2355;                    North         East     Units Scale Factor Converg.
 DS2355;SPC WI C     -   124,645.198   531,971.441   MT  0.99994157   -0 36 29.9
 DS2355;SPC WI C     -   408,940.12  1,745,309.64   sFT  0.99994157   -0 36 29.9
 DS2355;UTM  15      - 4,979,820.508   668,637.529   MT  0.99994970   +1 30 38.8
 DS2355
 DS2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2355!SPC WI C     -   0.99994896  x   0.99994157  =   0.99989053
 DS2355!UTM  15      -   0.99994896  x   0.99994970  =   0.99989866
 DS2355
 DS2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6863779820(NAD 83)
 DS2355
 DS2355                          SUPERSEDED SURVEY CONTROL
 DS2355
 DS2355.No superseded survey control is available for this station.
 DS2355
 DS2355_MARKER: DD = SURVEY DISK
 DS2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2355_STAMPING: 9A083 2013
 DS2355_MARK LOGO: WIDT
 DS2355_PROJECTION: FLUSH
 DS2355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2355+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2023
 DS2355
 DS2355  HISTORY     - Date     Condition        Report By
 DS2355  HISTORY     - 2013     MONUMENTED       WIDT
 DS2355  HISTORY     - 20231211 GOOD             DJHENK
 DS2355
 DS2355                          STATION DESCRIPTION
 DS2355
 DS2355'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DS2355'THE STATION IS LOCATED ABOUT 6.1 MI (9.7 KM) WEST OF LOMBARD, 3.7 MI
 DS2355'(6.0 KM) EAST OF STANLEY AND 3.1 MI (5.0 KM) WEST-SOUTHWEST OF THORP.
 DS2355'
 DS2355'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DS2355'HIGHWAY H LOCATED IN STANLEY, WI, GO EAST ON HIGHWAY 29 FOR 3.7 MI
 DS2355'(6.0 KM) TO KOSER AVENUE AND THE STATION ON THE RIGHT.
 DS2355'
 DS2355'THE STATION IS LOCATED 34 M (111.5 FT) SOUTH OF THE CENTERLINE OF
 DS2355'HIGHWAY 29, 35 M (114.8 FT) WEST OF THE CENTERLINE OF KOSER AVENUE, 21
 DS2355'M (68.9 FT) EAST OF A POWER POLE WITH GUY WIRE, 2.5 M (8.2 FT)
 DS2355'NORTHWEST OF A RIGHT OF WAY POST AND 1 M (3.3 FT) NORTHWEST, NORTHEAST
 DS2355'AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2356 ***********************************************************************
 DS2356  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2356  DESIGNATION -  9A084
 DS2356  PID         -  DS2356
 DS2356  STATE/COUNTY-  WI/CLARK
 DS2356  COUNTRY     -  US
 DS2356  USGS QUAD   -  THORP (2018)
 DS2356
 DS2356                         *CURRENT SURVEY CONTROL
 DS2356  ______________________________________________________________________
 DS2356* NAD 83(2011) POSITION- 44 57 26.80706(N) 090 45 37.37936(W)   ADJUSTED
 DS2356* NAD 83(2011) ELLIP HT-   343.817 (meters)        (07/15/24)   ADJUSTED
 DS2356* NAD 83(2011) EPOCH   -  2010.00
 DS2356* NAVD 88 ORTHO HEIGHT -   375.48  (meters)     1231.9   (feet) GPS OBS
 DS2356  ______________________________________________________________________
 DS2356  GEOID HEIGHT    -        -31.661 (meters)                     GEOID18
 DS2356  NAD 83(2011) X  -    -59,999.634 (meters)                     COMP
 DS2356  NAD 83(2011) Y  - -4,520,778.729 (meters)                     COMP
 DS2356  NAD 83(2011) Z  -  4,484,246.167 (meters)                     COMP
 DS2356  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 DS2356
 DS2356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2356  Standards:
 DS2356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2356  -------------------------------------------------------------------
 DS2356  NETWORK    0.32   0.53           0.14   0.12   0.27     -0.02273590
 DS2356  -------------------------------------------------------------------
 DS2356  Click here for local accuracies and other accuracy information.
 DS2356
 DS2356.The horizontal coordinates were established by GPS observations
 DS2356.and adjusted by the WI DEPT OF TRANSP in July 2024.
 DS2356
 DS2356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2356.been affixed to the stable North American tectonic plate. See 
 DS2356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2356
 DS2356.The horizontal coordinates are valid at the epoch date displayed above
 DS2356.which is a decimal equivalence of Year/Month/Day.
 DS2356
 DS2356.The orthometric height was determined by GPS observations and a
 DS2356.high-resolution geoid model using precise GPS observation and
 DS2356.processing techniques.
 DS2356
 DS2356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2356.GEOID18 height accuracy estimate available here.
 DS2356
 DS2356.Click photographs - Photos may exist for this station.
 DS2356
 DS2356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2356
 DS2356.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2356
 DS2356.The ellipsoidal height was determined by GPS observations
 DS2356.and is referenced to NAD 83.
 DS2356
 DS2356. The following values were computed from the NAD 83(2011) position.
 DS2356
 DS2356;                    North         East     Units Scale Factor Converg.
 DS2356;SPC WI C     -   125,191.237   540,006.207   MT  0.99994171   -0 32 11.4
 DS2356;SPC WI C     -   410,731.58  1,771,670.36   sFT  0.99994171   -0 32 11.4
 DS2356;UTM  15      - 4,980,663.313   676,646.807   MT  0.99998371   +1 34 58.4
 DS2356
 DS2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2356!SPC WI C     -   0.99994610  x   0.99994171  =   0.99988781
 DS2356!UTM  15      -   0.99994610  x   0.99998371  =   0.99992981
 DS2356
 DS2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7664680663(NAD 83)
 DS2356
 DS2356                          SUPERSEDED SURVEY CONTROL
 DS2356
 DS2356.No superseded survey control is available for this station.
 DS2356
 DS2356_MARKER: DD = SURVEY DISK
 DS2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2356_STAMPING: 9A084 2013
 DS2356_MARK LOGO: WIDT
 DS2356_PROJECTION: FLUSH
 DS2356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2356+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2023
 DS2356
 DS2356  HISTORY     - Date     Condition        Report By
 DS2356  HISTORY     - 2013     MONUMENTED       WIDT
 DS2356  HISTORY     - 20231211 GOOD             DJHENK
 DS2356
 DS2356                          STATION DESCRIPTION
 DS2356
 DS2356'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DS2356'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF
 DS2356'BELLINGER, 2.0 MI (3.1 KM) EAST OF THORP AND 1.0 MI (1.7 KM) WEST OF
 DS2356'LOMBARD.
 DS2356'
 DS2356'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH STATE
 DS2356'HIGHWAY 29 IN THORP, WI, GO EAST ON STATE HIGHWAY 29 FOR 2.0 MI (3.2
 DS2356'KM) TO GORMAN AVENUE ON THE LEFT, TURN LEFT AND GO NORTH ON GORMAN
 DS2356'AVENUE FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DS2356'
 DS2356'THE STATION IS LOCATED 6.5 M (21.3 FT) EAST OF THE CENTER OF GORMAN
 DS2356'AVENUE AND 1.0 M (3.3 FT) EAST, SOUTHWEST AND NORTHWEST OF THREE WHITE
 DS2356'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5350 ***********************************************************************
 DQ5350  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5350  DESIGNATION -  9A085
 DQ5350  PID         -  DQ5350
 DQ5350  STATE/COUNTY-  WI/PIERCE
 DQ5350  COUNTRY     -  US
 DQ5350  USGS QUAD   -  PLUM CITY (2018)
 DQ5350
 DQ5350                         *CURRENT SURVEY CONTROL
 DQ5350  ______________________________________________________________________
 DQ5350* NAD 83(2011) POSITION- 44 41 58.43204(N) 092 13 59.63861(W)   ADJUSTED
 DQ5350* NAD 83(2011) ELLIP HT-   264.294 (meters)        (10/25/16)   ADJUSTED
 DQ5350* NAD 83(2011) EPOCH   -  2010.00
 DQ5350* NAVD 88 ORTHO HEIGHT -   294.67  (meters)      966.8   (feet) GPS OBS
 DQ5350  ______________________________________________________________________
 DQ5350  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5350  GEOID HEIGHT    -        -30.379 (meters)                     GEOID12B
 DQ5350  GEOID HEIGHT    -        -30.378 (meters)                     GEOID18
 DQ5350  NAD 83(2011) X  -   -176,963.623 (meters)                     COMP
 DQ5350  NAD 83(2011) Y  - -4,537,875.733 (meters)                     COMP
 DQ5350  NAD 83(2011) Z  -  4,463,864.311 (meters)                     COMP
 DQ5350  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 DQ5350
 DQ5350  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5350  Standards:
 DQ5350         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5350            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5350  -------------------------------------------------------------------
 DQ5350  NETWORK    0.33   0.61           0.15   0.12   0.31     -0.06612283
 DQ5350  -------------------------------------------------------------------
 DQ5350  Click here for local accuracies and other accuracy information.
 DQ5350
 DQ5350.The horizontal coordinates were established by GPS observations
 DQ5350.and adjusted by the WI DEPT OF TRANSP in October 2016.
 DQ5350
 DQ5350.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5350.been affixed to the stable North American tectonic plate. See 
 DQ5350.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5350
 DQ5350.The horizontal coordinates are valid at the epoch date displayed above
 DQ5350.which is a decimal equivalence of Year/Month/Day.
 DQ5350
 DQ5350.The orthometric height was determined by GPS observations and a
 DQ5350.high-resolution geoid model using precise GPS observation and
 DQ5350.processing techniques.
 DQ5350
 DQ5350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5350.GEOID18 height accuracy estimate available here.
 DQ5350
 DQ5350.Click photographs - Photos may exist for this station.
 DQ5350
 DQ5350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5350
 DQ5350.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5350
 DQ5350.The ellipsoidal height was determined by GPS observations
 DQ5350.and is referenced to NAD 83.
 DQ5350
 DQ5350. The following values were computed from the NAD 83(2011) position.
 DQ5350
 DQ5350;                    North         East     Units Scale Factor Converg.
 DQ5350;SPC WI C     -    98,687.606   423,030.851   MT  0.99994543   -1 34 32.6
 DQ5350;SPC WI C     -   323,777.59  1,387,893.72   sFT  0.99994543   -1 34 32.6
 DQ5350;UTM  15      - 4,949,862.625   560,747.978   MT  0.99964538   +0 32 21.7
 DQ5350
 DQ5350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5350!SPC WI C     -   0.99995856  x   0.99994543  =   0.99990399
 DQ5350!UTM  15      -   0.99995856  x   0.99964538  =   0.99960396
 DQ5350
 DQ5350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6074749862(NAD 83)
 DQ5350
 DQ5350                          SUPERSEDED SURVEY CONTROL
 DQ5350
 DQ5350.No superseded survey control is available for this station.
 DQ5350
 DQ5350_MARKER: DD = SURVEY DISK
 DQ5350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5350_STAMPING: 9A085 2014
 DQ5350_MARK LOGO: WIDT
 DQ5350_PROJECTION: FLUSH
 DQ5350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5350+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2016
 DQ5350
 DQ5350  HISTORY     - Date     Condition        Report By
 DQ5350  HISTORY     - 2014     MONUMENTED       WIDT
 DQ5350  HISTORY     - 20160829 GOOD             WIDT
 DQ5350
 DQ5350                          STATION DESCRIPTION
 DQ5350
 DQ5350'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5350'THE STATION IS 14 MI (22.5 KM) WEST-NORTHWEST OF DURAND, 7 MI (11.3
 DQ5350'KM) SOUTHWEST OF ELMWOOD AND 5 MI (8.0 KM) NORTH-NORTHWEST OF PLUM
 DQ5350'CITY.
 DQ5350'
 DQ5350'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 WITH COUNTY
 DQ5350'HIGHWAY CC ABOUT 11 MI (17.7 KM) EAST OF THE VILLAGE OF ELLSWORTH, GO
 DQ5350'SOUTH ON COUNTY HIGHWAY CC FOR 2.0 MI (3.2 KM) TO COUNTY HIGHWAY HH ON
 DQ5350'THE LEFT AND 450TH AVENUE ON THE RIGHT.  TURN LEFT AND GO EAST ON
 DQ5350'COUNTY HIGHWAY HH FOR 2.0 MI (3.2 KM) TO 210TH STREET ON THE RIGHT.
 DQ5350'CONTINUE EAST ON COUNTY HIGHWAY HH FOR 0.15 MI (0.24 KM) TO THE
 DQ5350'STATION ON THE RIGHT.
 DQ5350'
 DQ5350'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5350'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ5350'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DQ5350'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8 M (26.2 FT) SOUTH OF
 DQ5350'THE CENTERLINE OF COUNTY HIGHWAY HH, 30 M (98.4 FT) SOUTHWEST OF A
 DQ5350'POWER POLE, 7 M (23.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND
 DQ5350'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ5350'WITNESS POSTS.
 DQ5350'
 DQ5350'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5350'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5349 ***********************************************************************
 DQ5349  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5349  DESIGNATION -  9A086
 DQ5349  PID         -  DQ5349
 DQ5349  STATE/COUNTY-  WI/PIERCE
 DQ5349  COUNTRY     -  US
 DQ5349  USGS QUAD   -  PLUM CITY (2018)
 DQ5349
 DQ5349                         *CURRENT SURVEY CONTROL
 DQ5349  ______________________________________________________________________
 DQ5349* NAD 83(2011) POSITION- 44 41 57.79663(N) 092 11 55.86270(W)   ADJUSTED
 DQ5349* NAD 83(2011) ELLIP HT-   291.633 (meters)        (10/25/16)   ADJUSTED
 DQ5349* NAD 83(2011) EPOCH   -  2010.00
 DQ5349* NAVD 88 ORTHO HEIGHT -   322.03  (meters)     1056.5   (feet) GPS OBS
 DQ5349  ______________________________________________________________________
 DQ5349  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5349  GEOID HEIGHT    -        -30.387 (meters)                     GEOID12B
 DQ5349  GEOID HEIGHT    -        -30.386 (meters)                     GEOID18
 DQ5349  NAD 83(2011) X  -   -174,241.766 (meters)                     COMP
 DQ5349  NAD 83(2011) Y  - -4,538,014.314 (meters)                     COMP
 DQ5349  NAD 83(2011) Z  -  4,463,869.598 (meters)                     COMP
 DQ5349  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 DQ5349
 DQ5349  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5349  Standards:
 DQ5349         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5349            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5349  -------------------------------------------------------------------
 DQ5349  NETWORK    0.35   0.61           0.16   0.12   0.31     -0.08174835
 DQ5349  -------------------------------------------------------------------
 DQ5349  Click here for local accuracies and other accuracy information.
 DQ5349
 DQ5349.The horizontal coordinates were established by GPS observations
 DQ5349.and adjusted by the WI DEPT OF TRANSP in October 2016.
 DQ5349
 DQ5349.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5349.been affixed to the stable North American tectonic plate. See 
 DQ5349.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5349
 DQ5349.The horizontal coordinates are valid at the epoch date displayed above
 DQ5349.which is a decimal equivalence of Year/Month/Day.
 DQ5349
 DQ5349.The orthometric height was determined by GPS observations and a
 DQ5349.high-resolution geoid model using precise GPS observation and
 DQ5349.processing techniques.
 DQ5349
 DQ5349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5349.GEOID18 height accuracy estimate available here.
 DQ5349
 DQ5349.Click photographs - Photos may exist for this station.
 DQ5349
 DQ5349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5349
 DQ5349.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5349
 DQ5349.The ellipsoidal height was determined by GPS observations
 DQ5349.and is referenced to NAD 83.
 DQ5349
 DQ5349. The following values were computed from the NAD 83(2011) position.
 DQ5349
 DQ5349;                    North         East     Units Scale Factor Converg.
 DQ5349;SPC WI C     -    98,593.647   425,754.214   MT  0.99994544   -1 33 05.2
 DQ5349;SPC WI C     -   323,469.32  1,396,828.62   sFT  0.99994544   -1 33 05.2
 DQ5349;UTM  15      - 4,949,869.237   563,472.141   MT  0.99964954   +0 33 48.7
 DQ5349
 DQ5349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5349!SPC WI C     -   0.99995428  x   0.99994544  =   0.99989972
 DQ5349!UTM  15      -   0.99995428  x   0.99964954  =   0.99960383
 DQ5349
 DQ5349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6347249869(NAD 83)
 DQ5349
 DQ5349                          SUPERSEDED SURVEY CONTROL
 DQ5349
 DQ5349.No superseded survey control is available for this station.
 DQ5349
 DQ5349_MARKER: DD = SURVEY DISK
 DQ5349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5349_STAMPING: 9A086 2014
 DQ5349_MARK LOGO: WIDT
 DQ5349_PROJECTION: FLUSH
 DQ5349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5349+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2016
 DQ5349
 DQ5349  HISTORY     - Date     Condition        Report By
 DQ5349  HISTORY     - 2014     MONUMENTED       WIDT
 DQ5349  HISTORY     - 20160829 GOOD             WIDT
 DQ5349
 DQ5349                          STATION DESCRIPTION
 DQ5349
 DQ5349'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5349'THE STATION IS 12.5 MI (20.1 KM) WEST-NORTHWEST OF DURAND, 6 MI (9.7
 DQ5349'KM) SOUTH-SOUTHWEST OF ELMWOOD AND 5 MI (8.0 KM) NORTH OF PLUM CITY.
 DQ5349'
 DQ5349'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 WITH COUNTY
 DQ5349'HIGHWAY CC ABOUT 11 MI (17.7 KM) EAST OF THE VILLAGE OF ELLSWORTH, GO
 DQ5349'SOUTH ON COUNTY HIGHWAY CC FOR 2.0 MI (3.2 KM) TO COUNTY HIGHWAY HH ON
 DQ5349'THE LEFT AND 450TH AVENUE ON THE RIGHT.  TURN LEFT AND GO EAST ON
 DQ5349'COUNTY HIGHWAY HH FOR 3.75 MI (6.03 KM) TO THE JUNCTION OF COUNTY
 DQ5349'HIGHWAY HH ON THE RIGHT AND 450TH AVENUE STRAIGHT AHEAD.  CONTINUE
 DQ5349'EAST ON 450TH AVENUE FOR 1.1 MI (1.8 KM) TO THE STATION ON THE LEFT.
 DQ5349'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5349'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ5349'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DQ5349'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 11 M (36.1 FT) NORTH OF
 DQ5349'THE CENTERLINE OF 450TH AVENUE, 86 M (282.2 FT) EAST OF THE CENTER OF
 DQ5349'A FIELD ENTRANCE, 35 M (114.8 FT) NORTHEAST OF A POWER POLE -7615SS2-,
 DQ5349'1.8 M (5.9 FT) SOUTH OF A WIRE FENCE LINE AND LOCATED IN THE CENTER OF
 DQ5349'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ5349'
 DQ5349'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5349'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1511 ***********************************************************************
 DQ1511  DESIGNATION -  9A087
 DQ1511  PID         -  DQ1511
 DQ1511  STATE/COUNTY-  WI/PIERCE
 DQ1511  COUNTRY     -  US
 DQ1511  USGS QUAD   -  RIVER FALLS WEST (2018)
 DQ1511
 DQ1511                         *CURRENT SURVEY CONTROL
 DQ1511  ______________________________________________________________________
 DQ1511* NAD 83(2011) POSITION- 44 49 28.29776(N) 092 44 02.43978(W)   ADJUSTED
 DQ1511* NAD 83(2011) ELLIP HT-   243.839 (meters)        (08/07/17)   ADJUSTED
 DQ1511* NAD 83(2011) EPOCH   -  2010.00
 DQ1511* NAVD 88 ORTHO HEIGHT -   273.248 (meters)      896.48  (feet) ADJUSTED
 DQ1511  ______________________________________________________________________
 DQ1511  GEOID HEIGHT    -        -29.400 (meters)                     GEOID18
 DQ1511  NAD 83(2011) X  -   -216,151.280 (meters)                     COMP
 DQ1511  NAD 83(2011) Y  - -4,526,373.413 (meters)                     COMP
 DQ1511  NAD 83(2011) Z  -  4,473,710.407 (meters)                     COMP
 DQ1511  LAPLACE CORR    -        -14.20  (seconds)                    DEFLEC18
 DQ1511  DYNAMIC HEIGHT  -        273.216 (meters)      896.38  (feet) COMP
 DQ1511  MODELED GRAVITY -    980,493.0   (mgal)                       NAVD 88
 DQ1511
 DQ1511  VERT ORDER      -  SECOND    CLASS I
 DQ1511
 DQ1511  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1511  Standards:
 DQ1511         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1511            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1511  -------------------------------------------------------------------
 DQ1511  NETWORK    0.47   0.61           0.21   0.17   0.31     -0.05497599
 DQ1511  -------------------------------------------------------------------
 DQ1511  Click here for local accuracies and other accuracy information.
 DQ1511
 DQ1511.The horizontal coordinates were established by GPS observations
 DQ1511.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DQ1511
 DQ1511.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1511.been affixed to the stable North American tectonic plate. See 
 DQ1511.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1511
 DQ1511.The horizontal coordinates are valid at the epoch date displayed above
 DQ1511.which is a decimal equivalence of Year/Month/Day.
 DQ1511
 DQ1511.The orthometric height was determined by differential leveling and
 DQ1511.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1511.in November 2016.
 DQ1511
 DQ1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1511.GEOID18 height accuracy estimate available here.
 DQ1511
 DQ1511.Click photographs - Photos may exist for this station.
 DQ1511
 DQ1511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1511
 DQ1511.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1511
 DQ1511.The ellipsoidal height was determined by GPS observations
 DQ1511.and is referenced to NAD 83.
 DQ1511
 DQ1511.The dynamic height is computed by dividing the NAVD 88
 DQ1511.geopotential number by the normal gravity value computed on the
 DQ1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1511.degrees latitude (g = 980.6199 gals.).
 DQ1511
 DQ1511.The modeled gravity was interpolated from observed gravity values.
 DQ1511
 DQ1511. The following values were computed from the NAD 83(2011) position.
 DQ1511
 DQ1511;                    North         East     Units Scale Factor Converg.
 DQ1511;SPC WI C     -   113,779.364   383,828.503   MT  0.99994111   -1 55 44.6
 DQ1511;SPC WI C     -   373,291.13  1,259,277.35   sFT  0.99994111   -1 55 44.6
 DQ1511;UTM  15      - 4,963,492.300   521,027.888   MT  0.99960544   +0 11 15.0
 DQ1511
 DQ1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1511!SPC WI C     -   0.99996177  x   0.99994111  =   0.99990288
 DQ1511!UTM  15      -   0.99996177  x   0.99960544  =   0.99956723
 DQ1511
 DQ1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2102763492(NAD 83)
 DQ1511
 DQ1511                          SUPERSEDED SURVEY CONTROL
 DQ1511
 DQ1511.No superseded survey control is available for this station.
 DQ1511
 DQ1511_MARKER: DD = SURVEY DISK
 DQ1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1511_STAMPING: 9A087 2013
 DQ1511_MARK LOGO: WIDT
 DQ1511_PROJECTION: FLUSH
 DQ1511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1511+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ1511
 DQ1511  HISTORY     - Date     Condition        Report By
 DQ1511  HISTORY     - 2013     MONUMENTED       WIDT
 DQ1511  HISTORY     - 20151006 GOOD             WIDT
 DQ1511  HISTORY     - 20160808 GOOD             WIDT
 DQ1511
 DQ1511                          STATION DESCRIPTION
 DQ1511
 DQ1511'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1511'THE STATION IS APPROXIMATELY 9 MI (14.5 KM) SOUTH OF HUDSON, 6 MI (9.7
 DQ1511'KM) SOUTHWEST OF RIVER FALLS AND 6 MI (9.7 KM) NORTH-NORTHEAST OF
 DQ1511'PRESCOTT.
 DQ1511'
 DQ1511'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DQ1511'HIGHWAY FF ABOUT 6 MI (9.7 KM) WEST-SOUTHWEST OF THE CITY OF RIVER
 DQ1511'FALLS, GO SOUTH ON COUNTY HIGHWAY F FOR 0.05 MI (0.1 KM) TO THE
 DQ1511'STATION ON THE RIGHT.
 DQ1511'
 DQ1511'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1511'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ1511'INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) HIGHER THAN THE
 DQ1511'HIGHWAY GRADE.
 DQ1511'
 DQ1511'THE STATION IS 16.9 M (55.4 FT) WEST OF THE CENTERLINE OF COUNTY
 DQ1511'HIGHWAY F, 46.2 M (151.6 FT) NORTH OF A WOODEN POST FOR A -RIGHT LANE
 DQ1511'ENDS- SIGN, 28 M (91.9 FT) NORTH OF THE EXTENDED CENTER OF A
 DQ1511'RESIDENTIAL DRIVEWAY -N7836-, 5.7 M (18.7 FT) WEST OF THE BACK OF CURB
 DQ1511'OF COUNTY HIGHWAY F, 4.0 M (13.1 FT) SOUTH-SOUTHEAST OF A YELLOW
 DQ1511'CHANNEL POST, 3.8 M (12.5 FT) SOUTH-SOUTHWEST OF A SECOND YELLOW
 DQ1511'CHANNEL POST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DQ1511'WHITE PLASTIC WITNESS POSTS.
 DQ1511'
 DQ1511'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1511'DEGREES ABOVE THE HORIZON.
 DQ1511
 DQ1511                          STATION RECOVERY (2016)
 DQ1511
 DQ1511'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DQ1511'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1510 ***********************************************************************
 DQ1510  DESIGNATION -  9A088
 DQ1510  PID         -  DQ1510
 DQ1510  STATE/COUNTY-  WI/PIERCE
 DQ1510  COUNTRY     -  US
 DQ1510  USGS QUAD   -  RIVER FALLS WEST (2018)
 DQ1510
 DQ1510                         *CURRENT SURVEY CONTROL
 DQ1510  ______________________________________________________________________
 DQ1510* NAD 83(1986) POSITION- 44 49 52.55   (N) 092 43 59.42   (W)   HD_HELD1
 DQ1510* NAVD 88 ORTHO HEIGHT -   215.562 (meters)      707.22  (feet) ADJUSTED
 DQ1510  ______________________________________________________________________
 DQ1510  GEOID HEIGHT    -        -29.384 (meters)                     GEOID18
 DQ1510  DYNAMIC HEIGHT  -        215.537 (meters)      707.14  (feet) COMP
 DQ1510  MODELED GRAVITY -    980,494.2   (mgal)                       NAVD 88
 DQ1510
 DQ1510  VERT ORDER      -  SECOND    CLASS I
 DQ1510
 DQ1510.The horizontal coordinates were determined by differentially corrected
 DQ1510.hand held GPS observations or other comparable positioning techniques
 DQ1510.and have an estimated accuracy of +/- 3 meters.
 DQ1510
 DQ1510.The orthometric height was determined by differential leveling and
 DQ1510.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1510.in November 2016.
 DQ1510
 DQ1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1510.GEOID18 height accuracy estimate available here.
 DQ1510
 DQ1510.Click photographs - Photos may exist for this station.
 DQ1510
 DQ1510.The dynamic height is computed by dividing the NAVD 88
 DQ1510.geopotential number by the normal gravity value computed on the
 DQ1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1510.degrees latitude (g = 980.6199 gals.).
 DQ1510
 DQ1510.The modeled gravity was interpolated from observed gravity values.
 DQ1510
 DQ1510;                    North         East    Units  Estimated Accuracy
 DQ1510;SPC WI C     -   114,525.3     383,920.0     MT  (+/- 3 meters HH1 GPS) 
 DQ1510
 DQ1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2109164240(NAD 83)
 DQ1510
 DQ1510                          SUPERSEDED SURVEY CONTROL
 DQ1510
 DQ1510.No superseded survey control is available for this station.
 DQ1510
 DQ1510_MARKER: DD = SURVEY DISK
 DQ1510_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ1510_SP_SET: BRIDGE ABUTMENT
 DQ1510_STAMPING: 9A088 2015
 DQ1510_MARK LOGO: WIDT
 DQ1510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1510+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2015
 DQ1510
 DQ1510  HISTORY     - Date     Condition        Report By
 DQ1510  HISTORY     - 2015     MONUMENTED       WIDT
 DQ1510  HISTORY     - 20151006 GOOD             WIDT
 DQ1510
 DQ1510                          STATION DESCRIPTION
 DQ1510
 DQ1510'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1510'THE STATION IS APPROXIMATELY 9 MI (14.5 KM) SOUTH OF HUDSON, 6.5 MI
 DQ1510'(10.5 KM) NORTH-NORTHEAST OF PRESCOTT AND 5.5 MI (8.8 KM)
 DQ1510'WEST-SOUTHWEST OF RIVER FALLS.
 DQ1510'
 DQ1510'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DQ1510'HIGHWAY FF ABOUT 6 MI (9.7 KM) WEST-SOUTHWEST OF THE CITY OF RIVER
 DQ1510'FALLS, GO NORTH ON COUNTY HIGHWAY F FOR 0.4 MI (0.6 KM) TO A BRIDGE
 DQ1510'OVER THE KINNICKINNIC RIVER AND THE STATION ON THE LEFT.
 DQ1510'
 DQ1510'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1510'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTHWEST
 DQ1510'END OF THE NORTH ABUTMENT OF THE BRIDGE -B-47-209- OVER THE
 DQ1510'KINNICKINNIC RIVER.  THE STATION IS 0.45 M (1.5 FT) SOUTHWEST OF THE
 DQ1510'NORTHEAST END OF THE CONCRETE BRIDGE ABUTMENT AND IS ABOUT LEVEL WITH
 DQ1510'THE HIGHWAY GRADE.
 DQ1510'
 DQ1510'THE STATION IS 12.6 M (41.3 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 DQ1510'HIGHWAY F, 39 M (128.0 FT) SOUTHWEST OF A DRIVEWAY FOR A PARKING AREA,
 DQ1510'6.8 M (22.3 FT) WEST-SOUTHWEST OF A 4X4 WOODEN POST WITH A TIGER BOARD
 DQ1510'SIGN AND A WHITE PLASTIC WITNESS POST ATTACHED TO THE WOODEN POST, 4.4
 DQ1510'M (14.4 FT) NORTHWEST OF A CONCRETE PARAPET WALL AND 10 CM (4 INCHES)
 DQ1510'SOUTH OF THE BASE PLATE FOR THE END POST FOR A BLACK CYCLONE FENCE.
 DQ1510'
 DQ1510'NOTE-THIS STATION IS OBSTRUCTED BY TREES IN ALL DIRECTIONS EXTENDING
 DQ1510'HIGHER THAN 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1509 ***********************************************************************
 DQ1509  DESIGNATION -  9A089
 DQ1509  PID         -  DQ1509
 DQ1509  STATE/COUNTY-  WI/PIERCE
 DQ1509  COUNTRY     -  US
 DQ1509  USGS QUAD   -  RIVER FALLS WEST (2018)
 DQ1509
 DQ1509                         *CURRENT SURVEY CONTROL
 DQ1509  ______________________________________________________________________
 DQ1509* NAD 83(2011) POSITION- 44 50 40.54558(N) 092 43 45.73629(W)   ADJUSTED
 DQ1509* NAD 83(2011) ELLIP HT-   244.689 (meters)        (08/07/17)   ADJUSTED
 DQ1509* NAD 83(2011) EPOCH   -  2010.00
 DQ1509* NAVD 88 ORTHO HEIGHT -   274.055 (meters)      899.13  (feet) ADJUSTED
 DQ1509  ______________________________________________________________________
 DQ1509  GEOID HEIGHT    -        -29.363 (meters)                     GEOID18
 DQ1509  NAD 83(2011) X  -   -215,709.878 (meters)                     COMP
 DQ1509  NAD 83(2011) Y  - -4,524,820.784 (meters)                     COMP
 DQ1509  NAD 83(2011) Z  -  4,475,292.618 (meters)                     COMP
 DQ1509  LAPLACE CORR    -        -15.13  (seconds)                    DEFLEC18
 DQ1509  DYNAMIC HEIGHT  -        274.024 (meters)      899.03  (feet) COMP
 DQ1509  MODELED GRAVITY -    980,495.9   (mgal)                       NAVD 88
 DQ1509
 DQ1509  VERT ORDER      -  SECOND    CLASS I
 DQ1509
 DQ1509  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1509  Standards:
 DQ1509         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1509            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1509  -------------------------------------------------------------------
 DQ1509  NETWORK    0.45   0.61           0.20   0.16   0.31     -0.03369393
 DQ1509  -------------------------------------------------------------------
 DQ1509  Click here for local accuracies and other accuracy information.
 DQ1509
 DQ1509.The horizontal coordinates were established by GPS observations
 DQ1509.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DQ1509
 DQ1509.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1509.been affixed to the stable North American tectonic plate. See 
 DQ1509.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1509
 DQ1509.The horizontal coordinates are valid at the epoch date displayed above
 DQ1509.which is a decimal equivalence of Year/Month/Day.
 DQ1509
 DQ1509.The orthometric height was determined by differential leveling and
 DQ1509.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1509.in November 2016.
 DQ1509
 DQ1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1509.GEOID18 height accuracy estimate available here.
 DQ1509
 DQ1509.Click photographs - Photos may exist for this station.
 DQ1509
 DQ1509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1509
 DQ1509.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1509
 DQ1509.The ellipsoidal height was determined by GPS observations
 DQ1509.and is referenced to NAD 83.
 DQ1509
 DQ1509.The dynamic height is computed by dividing the NAVD 88
 DQ1509.geopotential number by the normal gravity value computed on the
 DQ1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1509.degrees latitude (g = 980.6199 gals.).
 DQ1509
 DQ1509.The modeled gravity was interpolated from observed gravity values.
 DQ1509
 DQ1509. The following values were computed from the NAD 83(2011) position.
 DQ1509
 DQ1509;                    North         East     Units Scale Factor Converg.
 DQ1509;SPC WI C     -   115,995.852   384,270.168   MT  0.99994086   -1 55 32.8
 DQ1509;SPC WI C     -   380,563.06  1,260,726.38   sFT  0.99994086   -1 55 32.8
 DQ1509;UTM  15      - 4,965,722.840   521,387.270   MT  0.99960562   +0 11 27.0
 DQ1509
 DQ1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1509!SPC WI C     -   0.99996164  x   0.99994086  =   0.99990250
 DQ1509!UTM  15      -   0.99996164  x   0.99960562  =   0.99956727
 DQ1509
 DQ1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2138765722(NAD 83)
 DQ1509
 DQ1509                          SUPERSEDED SURVEY CONTROL
 DQ1509
 DQ1509.No superseded survey control is available for this station.
 DQ1509
 DQ1509_MARKER: DD = SURVEY DISK
 DQ1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1509_STAMPING: 9A089 2013
 DQ1509_MARK LOGO: WIDT
 DQ1509_PROJECTION: FLUSH
 DQ1509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1509+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ1509
 DQ1509  HISTORY     - Date     Condition        Report By
 DQ1509  HISTORY     - 2013     MONUMENTED       WIDT
 DQ1509  HISTORY     - 20151005 GOOD             WIDT
 DQ1509  HISTORY     - 20160808 GOOD             WIDT
 DQ1509
 DQ1509                          STATION DESCRIPTION
 DQ1509
 DQ1509'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1509'THE STATION IS APPROXIMATELY 7.5 MI (12.1 KM) NORTH-NORTHEAST OF
 DQ1509'PRESCOTT, 7.5 MI (12.1 KM) SOUTH OF HUDSON AND 5 MI (8.0 KM) WEST OF
 DQ1509'RIVER FALLS.
 DQ1509'
 DQ1509'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DQ1509'HIGHWAY M ABOUT 5 MI (8.0 KM) WEST OF THE CITY OF RIVER FALLS, GO
 DQ1509'SOUTH ON COUNTY HIGHWAY F FOR 1.2 MI (1.9 KM) TO 840TH AVENUE ON THE
 DQ1509'LEFT.  TURN LEFT AND GO EAST ON 840TH AVENUE FOR 0.15 MI (0.2 KM) TO
 DQ1509'THE STATION ON THE RIGHT.
 DQ1509'
 DQ1509'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1509'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ1509'INCH) DIAMETER CONCRETE POST, ABOUT 0.3 M (1.0 FT) LOWER THAN ROAD
 DQ1509'GRADE.
 DQ1509'
 DQ1509'THE STATION IS 5.8 M (19.0 FT) SOUTH OF THE CENTERLINE OF 840TH
 DQ1509'AVENUE, 33.5 M (109.9 FT) SOUTHEAST OF A WOODEN POWER POLE, 15.9 M
 DQ1509'(52.2 FT) SOUTHWEST OF A WOODEN POST FOR A -STOP AHEAD- SIGN AND
 DQ1509'LOCATED IN BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DQ1509'
 DQ1509'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1509'DEGREES ABOVE THE HORIZON.
 DQ1509
 DQ1509                          STATION RECOVERY (2016)
 DQ1509
 DQ1509'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DQ1509'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1508 ***********************************************************************
 DQ1508  DESIGNATION -  9A090
 DQ1508  PID         -  DQ1508
 DQ1508  STATE/COUNTY-  WI/ST CROIX
 DQ1508  COUNTRY     -  US
 DQ1508  USGS QUAD   -  RIVER FALLS WEST (2018)
 DQ1508
 DQ1508                         *CURRENT SURVEY CONTROL
 DQ1508  ______________________________________________________________________
 DQ1508* NAD 83(2011) POSITION- 44 52 29.11175(N) 092 43 50.51644(W)   ADJUSTED
 DQ1508* NAD 83(2011) ELLIP HT-   242.528 (meters)        (08/07/17)   ADJUSTED
 DQ1508* NAD 83(2011) EPOCH   -  2010.00
 DQ1508* NAVD 88 ORTHO HEIGHT -   271.788 (meters)      891.69  (feet) ADJUSTED
 DQ1508  ______________________________________________________________________
 DQ1508  GEOID HEIGHT    -        -29.255 (meters)                     GEOID18
 DQ1508  NAD 83(2011) X  -   -215,702.040 (meters)                     COMP
 DQ1508  NAD 83(2011) Y  - -4,522,452.897 (meters)                     COMP
 DQ1508  NAD 83(2011) Z  -  4,477,666.743 (meters)                     COMP
 DQ1508  LAPLACE CORR    -        -16.29  (seconds)                    DEFLEC18
 DQ1508  DYNAMIC HEIGHT  -        271.759 (meters)      891.60  (feet) COMP
 DQ1508  MODELED GRAVITY -    980,502.7   (mgal)                       NAVD 88
 DQ1508
 DQ1508  VERT ORDER      -  SECOND    CLASS I
 DQ1508
 DQ1508  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1508  Standards:
 DQ1508         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1508            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1508  -------------------------------------------------------------------
 DQ1508  NETWORK    0.48   0.63           0.22   0.16   0.32     -0.04776881
 DQ1508  -------------------------------------------------------------------
 DQ1508  Click here for local accuracies and other accuracy information.
 DQ1508
 DQ1508.The horizontal coordinates were established by GPS observations
 DQ1508.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DQ1508
 DQ1508.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1508.been affixed to the stable North American tectonic plate. See 
 DQ1508.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1508
 DQ1508.The horizontal coordinates are valid at the epoch date displayed above
 DQ1508.which is a decimal equivalence of Year/Month/Day.
 DQ1508
 DQ1508.The orthometric height was determined by differential leveling and
 DQ1508.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1508.in November 2016.
 DQ1508
 DQ1508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1508.GEOID18 height accuracy estimate available here.
 DQ1508
 DQ1508.Click photographs - Photos may exist for this station.
 DQ1508
 DQ1508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1508
 DQ1508.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1508
 DQ1508.The ellipsoidal height was determined by GPS observations
 DQ1508.and is referenced to NAD 83.
 DQ1508
 DQ1508.The dynamic height is computed by dividing the NAVD 88
 DQ1508.geopotential number by the normal gravity value computed on the
 DQ1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1508.degrees latitude (g = 980.6199 gals.).
 DQ1508
 DQ1508.The modeled gravity was interpolated from observed gravity values.
 DQ1508
 DQ1508. The following values were computed from the NAD 83(2011) position.
 DQ1508
 DQ1508;                    North         East     Units Scale Factor Converg.
 DQ1508;SPC WI C     -   119,348.636   384,277.927   MT  0.99994071   -1 55 36.2
 DQ1508;SPC WI C     -   391,562.98  1,260,751.83   sFT  0.99994071   -1 55 36.2
 DQ1508;UTM  15      - 4,969,072.499   521,271.228   MT  0.99960556   +0 11 24.0
 DQ1508
 DQ1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1508!SPC WI C     -   0.99996198  x   0.99994071  =   0.99990269
 DQ1508!UTM  15      -   0.99996198  x   0.99960556  =   0.99956755
 DQ1508
 DQ1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2127169072(NAD 83)
 DQ1508
 DQ1508                          SUPERSEDED SURVEY CONTROL
 DQ1508
 DQ1508.No superseded survey control is available for this station.
 DQ1508
 DQ1508_MARKER: DD = SURVEY DISK
 DQ1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1508_STAMPING: 9A090 2013
 DQ1508_MARK LOGO: WIDT
 DQ1508_PROJECTION: FLUSH
 DQ1508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1508+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ1508
 DQ1508  HISTORY     - Date     Condition        Report By
 DQ1508  HISTORY     - 2013     MONUMENTED       WIDT
 DQ1508  HISTORY     - 20151005 GOOD             WIDT
 DQ1508  HISTORY     - 20160808 GOOD             WIDT
 DQ1508
 DQ1508                          STATION DESCRIPTION
 DQ1508
 DQ1508'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1508'THE STATION IS APPROXIMATELY 9 MI (14.5 KM) NORTH-NORTHEAST OF
 DQ1508'PRESCOTT, 6 MI (9.7 KM) SOUTH OF HUDSON AND 5 MI (8.0 KM)
 DQ1508'WEST-NORTHWEST OF RIVER FALLS.
 DQ1508'
 DQ1508'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DQ1508'HIGHWAY M ABOUT 5 MI (8.0 KM) WEST OF THE CITY OF RIVER FALLS, GO
 DQ1508'NORTH ON COUNTY HIGHWAY F FOR 0.85 MI (1.4 KM) TO THE STATION ON THE
 DQ1508'RIGHT.
 DQ1508'
 DQ1508'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1508'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ1508'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DQ1508'
 DQ1508'THE STATION IS 20.1 M (65.9 FT) EAST OF THE CENTERLINE OF COUNTY
 DQ1508'HIGHWAY F, 40 M (131.2 FT) NORTH OF THE EXTENDED CENTER OF A
 DQ1508'RESIDENTIAL DRIVEWAY -78- AND -74- AND 29 M (95.1 FT) SOUTH OF THE
 DQ1508'EXTENDED CENTER OF A DRIVEWAY ALONG THE SOUTH SIDE OF A HORSE PASTURE
 DQ1508'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ1508'WITNESS POSTS.
 DQ1508'
 DQ1508'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1508'DEGREES ABOVE THE HORIZON.
 DQ1508
 DQ1508                          STATION RECOVERY (2016)
 DQ1508
 DQ1508'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DQ1508'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1507 ***********************************************************************
 DQ1507  DESIGNATION -  9A091
 DQ1507  PID         -  DQ1507
 DQ1507  STATE/COUNTY-  WI/ST CROIX
 DQ1507  COUNTRY     -  US
 DQ1507  USGS QUAD   -  NORTHLINE (2018)
 DQ1507
 DQ1507                         *CURRENT SURVEY CONTROL
 DQ1507  ______________________________________________________________________
 DQ1507* NAD 83(2011) POSITION- 44 56 03.18833(N) 092 43 38.40660(W)   ADJUSTED
 DQ1507* NAD 83(2011) ELLIP HT-   232.454 (meters)        (08/07/17)   ADJUSTED
 DQ1507* NAD 83(2011) EPOCH   -  2010.00
 DQ1507* NAVD 88 ORTHO HEIGHT -   261.515 (meters)      857.99  (feet) ADJUSTED
 DQ1507  ______________________________________________________________________
 DQ1507  GEOID HEIGHT    -        -29.073 (meters)                     GEOID18
 DQ1507  NAD 83(2011) X  -   -215,214.200 (meters)                     COMP
 DQ1507  NAD 83(2011) Y  - -4,517,798.475 (meters)                     COMP
 DQ1507  NAD 83(2011) Z  -  4,482,340.447 (meters)                     COMP
 DQ1507  LAPLACE CORR    -        -16.29  (seconds)                    DEFLEC18
 DQ1507  DYNAMIC HEIGHT  -        261.488 (meters)      857.90  (feet) COMP
 DQ1507  MODELED GRAVITY -    980,508.1   (mgal)                       NAVD 88
 DQ1507
 DQ1507  VERT ORDER      -  SECOND    CLASS I
 DQ1507
 DQ1507  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1507  Standards:
 DQ1507         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1507            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1507  -------------------------------------------------------------------
 DQ1507  NETWORK    0.55   0.76           0.25   0.19   0.39     -0.08708414
 DQ1507  -------------------------------------------------------------------
 DQ1507  Click here for local accuracies and other accuracy information.
 DQ1507
 DQ1507.The horizontal coordinates were established by GPS observations
 DQ1507.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DQ1507
 DQ1507.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1507.been affixed to the stable North American tectonic plate. See 
 DQ1507.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1507
 DQ1507.The horizontal coordinates are valid at the epoch date displayed above
 DQ1507.which is a decimal equivalence of Year/Month/Day.
 DQ1507
 DQ1507.The orthometric height was determined by differential leveling and
 DQ1507.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1507.in November 2016.
 DQ1507
 DQ1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1507.GEOID18 height accuracy estimate available here.
 DQ1507
 DQ1507.Click photographs - Photos may exist for this station.
 DQ1507
 DQ1507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1507
 DQ1507.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1507
 DQ1507.The ellipsoidal height was determined by GPS observations
 DQ1507.and is referenced to NAD 83.
 DQ1507
 DQ1507.The dynamic height is computed by dividing the NAVD 88
 DQ1507.geopotential number by the normal gravity value computed on the
 DQ1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1507.degrees latitude (g = 980.6199 gals.).
 DQ1507
 DQ1507.The modeled gravity was interpolated from observed gravity values.
 DQ1507
 DQ1507. The following values were computed from the NAD 83(2011) position.
 DQ1507
 DQ1507;                    North         East     Units Scale Factor Converg.
 DQ1507;SPC WI C     -   125,944.007   384,765.463   MT  0.99994122   -1 55 27.6
 DQ1507;SPC WI C     -   413,201.30  1,262,351.36   sFT  0.99994122   -1 55 27.6
 DQ1507;UTM  15      - 4,975,679.163   521,514.736   MT  0.99960569   +0 11 33.3
 DQ1507
 DQ1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1507!SPC WI C     -   0.99996356  x   0.99994122  =   0.99990478
 DQ1507!UTM  15      -   0.99996356  x   0.99960569  =   0.99956926
 DQ1507
 DQ1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2151475679(NAD 83)
 DQ1507
 DQ1507                          SUPERSEDED SURVEY CONTROL
 DQ1507
 DQ1507.No superseded survey control is available for this station.
 DQ1507
 DQ1507_MARKER: DD = SURVEY DISK
 DQ1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1507_STAMPING: 9A091 2013
 DQ1507_MARK LOGO: WIDT
 DQ1507_PROJECTION: FLUSH
 DQ1507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1507+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ1507
 DQ1507  HISTORY     - Date     Condition        Report By
 DQ1507  HISTORY     - 2013     MONUMENTED       WIDT
 DQ1507  HISTORY     - 20151002 GOOD             WIDT
 DQ1507  HISTORY     - 20160808 GOOD             WIDT
 DQ1507
 DQ1507                          STATION DESCRIPTION
 DQ1507
 DQ1507'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1507'THE STATION IS APPROXIMATELY 13 MI (20.9 KM) NORTH-NORTHEAST OF
 DQ1507'PRESCOTT, 7 MI (11.3 KM) NORTHWEST OF RIVER FALLS AND 2 MI (3.2 KM)
 DQ1507'SOUTH OF HUDSON.
 DQ1507'
 DQ1507'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DQ1507'HIGHWAY FF ABOUT 1 MI (1.6 KM) SOUTH OF THE CITY OF HUDSON, GO SOUTH
 DQ1507'ON COUNTY HIGHWAY F FOR 0.45 MI (0.7 KM) TO RED BRICK ROAD ON THE
 DQ1507'LEFT.  TURN LEFT AND GO EAST ON RED BRICK ROAD FOR 0.2 MI (0.3 KM) TO
 DQ1507'THE STATION ON THE RIGHT.
 DQ1507'
 DQ1507'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1507'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ1507'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.
 DQ1507'
 DQ1507'THE STATION IS 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF RED BRICK
 DQ1507'ROAD, 51 M (167.3 FT) EAST OF THE EXTENDED CENTER OF A RESIDENTIAL
 DQ1507'DRIVEWAY -366- AND IS LOCATED IN BETWEEN TWO WHITE PLASTIC WITNESS
 DQ1507'POSTS.
 DQ1507'
 DQ1507'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1507'DEGREES ABOVE THE HORIZON.
 DQ1507
 DQ1507                          STATION RECOVERY (2016)
 DQ1507
 DQ1507'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DQ1507'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1506 ***********************************************************************
 DQ1506  DESIGNATION -  9A092
 DQ1506  PID         -  DQ1506
 DQ1506  STATE/COUNTY-  WI/ST CROIX
 DQ1506  COUNTRY     -  US
 DQ1506  USGS QUAD   -  NORTHLINE (2018)
 DQ1506
 DQ1506                         *CURRENT SURVEY CONTROL
 DQ1506  ______________________________________________________________________
 DQ1506* NAD 83(2011) POSITION- 44 56 56.65496(N) 092 43 40.37266(W)   ADJUSTED
 DQ1506* NAD 83(2011) ELLIP HT-   231.486 (meters)        (08/07/17)   ADJUSTED
 DQ1506* NAD 83(2011) EPOCH   -  2010.00
 DQ1506* NAVD 88 ORTHO HEIGHT -   260.481 (meters)      854.59  (feet) ADJUSTED
 DQ1506  ______________________________________________________________________
 DQ1506  GEOID HEIGHT    -        -29.012 (meters)                     GEOID18
 DQ1506  NAD 83(2011) X  -   -215,201.741 (meters)                     COMP
 DQ1506  NAD 83(2011) Y  - -4,516,631.131 (meters)                     COMP
 DQ1506  NAD 83(2011) Z  -  4,483,508.070 (meters)                     COMP
 DQ1506  LAPLACE CORR    -        -16.46  (seconds)                    DEFLEC18
 DQ1506  DYNAMIC HEIGHT  -        260.454 (meters)      854.51  (feet) COMP
 DQ1506  MODELED GRAVITY -    980,507.3   (mgal)                       NAVD 88
 DQ1506
 DQ1506  VERT ORDER      -  SECOND    CLASS I
 DQ1506
 DQ1506  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1506  Standards:
 DQ1506         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1506            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1506  -------------------------------------------------------------------
 DQ1506  NETWORK    0.56   0.76           0.25   0.20   0.39     -0.02736015
 DQ1506  -------------------------------------------------------------------
 DQ1506  Click here for local accuracies and other accuracy information.
 DQ1506
 DQ1506.The horizontal coordinates were established by GPS observations
 DQ1506.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DQ1506
 DQ1506.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1506.been affixed to the stable North American tectonic plate. See 
 DQ1506.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1506
 DQ1506.The horizontal coordinates are valid at the epoch date displayed above
 DQ1506.which is a decimal equivalence of Year/Month/Day.
 DQ1506
 DQ1506.The orthometric height was determined by differential leveling and
 DQ1506.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1506.in November 2016.
 DQ1506
 DQ1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1506.GEOID18 height accuracy estimate available here.
 DQ1506
 DQ1506.Click photographs - Photos may exist for this station.
 DQ1506
 DQ1506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1506
 DQ1506.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1506
 DQ1506.The ellipsoidal height was determined by GPS observations
 DQ1506.and is referenced to NAD 83.
 DQ1506
 DQ1506.The dynamic height is computed by dividing the NAVD 88
 DQ1506.geopotential number by the normal gravity value computed on the
 DQ1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1506.degrees latitude (g = 980.6199 gals.).
 DQ1506
 DQ1506.The modeled gravity was interpolated from observed gravity values.
 DQ1506
 DQ1506. The following values were computed from the NAD 83(2011) position.
 DQ1506
 DQ1506;                    North         East     Units Scale Factor Converg.
 DQ1506;SPC WI C     -   127,594.922   384,777.811   MT  0.99994151   -1 55 29.0
 DQ1506;SPC WI C     -   418,617.67  1,262,391.87   sFT  0.99994151   -1 55 29.0
 DQ1506;UTM  15      - 4,977,328.852   521,466.108   MT  0.99960567   +0 11 32.1
 DQ1506
 DQ1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1506!SPC WI C     -   0.99996371  x   0.99994151  =   0.99990522
 DQ1506!UTM  15      -   0.99996371  x   0.99960567  =   0.99956939
 DQ1506
 DQ1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2146677328(NAD 83)
 DQ1506
 DQ1506                          SUPERSEDED SURVEY CONTROL
 DQ1506
 DQ1506.No superseded survey control is available for this station.
 DQ1506
 DQ1506_MARKER: DD = SURVEY DISK
 DQ1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1506_STAMPING: 9A092 2013
 DQ1506_MARK LOGO: WIDT
 DQ1506_PROJECTION: FLUSH
 DQ1506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1506+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ1506
 DQ1506  HISTORY     - Date     Condition        Report By
 DQ1506  HISTORY     - 2013     MONUMENTED       WIDT
 DQ1506  HISTORY     - 20151002 GOOD             WIDT
 DQ1506  HISTORY     - 20160808 GOOD             WIDT
 DQ1506
 DQ1506                          STATION DESCRIPTION
 DQ1506
 DQ1506'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1506'THE STATION IS LOCATED IN THE CITY OF HUDSON, APPROXIMATELY 14 MI
 DQ1506'(22.5 KM) NORTH OF PRESCOTT AND 8 MI (12.9 KM) NORTHWEST OF RIVER
 DQ1506'FALLS.
 DQ1506'
 DQ1506'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DQ1506'COUNTY HIGHWAY F (CARMICHAEL ROAD) (EXIT 2) IN THE CITY OF HUDSON, GO
 DQ1506'SOUTH ON COUNTY HIGHWAY F (CARMICHAEL ROAD) FOR 0.6 MI (1.0 KM) TO
 DQ1506'HANLEY ROAD.  CONTINUE SOUTH AND CURVE WEST ON COUNTY HIGHWAY F
 DQ1506'(CARMICHAEL ROAD) FOR 0.6 MI (1.0 KM) TO THE WEST SIDE OF A BRIDGE
 DQ1506'OVERPASS OF ALBERT STREET AND THE STATION ON THE RIGHT.
 DQ1506'
 DQ1506'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1506'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ1506'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH ROAD GRADE.
 DQ1506'
 DQ1506'THE STATION IS 8.4 M (27.6 FT) NORTH OF THE CENTERLINE OF COUNTY
 DQ1506'HIGHWAY F (CARMICHAEL ROAD), 22.6 M (74.1 FT) WEST-NORTHWEST OF THE
 DQ1506'WEST END OF THE NORTH PARAPET WALL OF THE COUNTY HIGHWAY F (CARMICHAEL
 DQ1506'ROAD) BRIDGE OVER ALBERT STREET, 4.0 M (13.1 FT) NORTH OF THE BACK
 DQ1506'CURB OF COUNTY HIGHWAY F (CARMICHAEL ROAD) AND 0.7 M (2.3 FT) SOUTH OF
 DQ1506'A WHITE PLASTIC WITNESS POST.
 DQ1506'
 DQ1506'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1506'DEGREES ABOVE THE HORIZON.
 DQ1506
 DQ1506                          STATION RECOVERY (2016)
 DQ1506
 DQ1506'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DQ1506'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5340 ***********************************************************************
 DQ5340  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5340  DESIGNATION -  9A093
 DQ5340  PID         -  DQ5340
 DQ5340  STATE/COUNTY-  WI/ST CROIX
 DQ5340  COUNTRY     -  US
 DQ5340  USGS QUAD   -  NORTHLINE (2018)
 DQ5340
 DQ5340                         *CURRENT SURVEY CONTROL
 DQ5340  ______________________________________________________________________
 DQ5340* NAD 83(2011) POSITION- 44 55 15.98148(N) 092 38 02.23069(W)   ADJUSTED
 DQ5340* NAD 83(2011) ELLIP HT-   282.583 (meters)        (08/07/17)   ADJUSTED
 DQ5340* NAD 83(2011) EPOCH   -  2010.00
 DQ5340* NAVD 88 ORTHO HEIGHT -   312.26  (meters)     1024.5   (feet) GPS OBS
 DQ5340  ______________________________________________________________________
 DQ5340  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5340  GEOID HEIGHT    -        -29.687 (meters)                     GEOID12B
 DQ5340  GEOID HEIGHT    -        -29.680 (meters)                     GEOID18
 DQ5340  NAD 83(2011) X  -   -207,899.615 (meters)                     COMP
 DQ5340  NAD 83(2011) Y  - -4,519,206.776 (meters)                     COMP
 DQ5340  NAD 83(2011) Z  -  4,481,344.073 (meters)                     COMP
 DQ5340  LAPLACE CORR    -        -13.16  (seconds)                    DEFLEC18
 DQ5340
 DQ5340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5340  Standards:
 DQ5340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5340  -------------------------------------------------------------------
 DQ5340  NETWORK    0.56   0.92           0.26   0.19   0.47     -0.02583539
 DQ5340  -------------------------------------------------------------------
 DQ5340  Click here for local accuracies and other accuracy information.
 DQ5340
 DQ5340.The horizontal coordinates were established by GPS observations
 DQ5340.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DQ5340
 DQ5340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5340.been affixed to the stable North American tectonic plate. See 
 DQ5340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5340
 DQ5340.The horizontal coordinates are valid at the epoch date displayed above
 DQ5340.which is a decimal equivalence of Year/Month/Day.
 DQ5340
 DQ5340.The orthometric height was determined by GPS observations and a
 DQ5340.high-resolution geoid model using precise GPS observation and
 DQ5340.processing techniques.
 DQ5340
 DQ5340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5340.GEOID18 height accuracy estimate available here.
 DQ5340
 DQ5340.Click photographs - Photos may exist for this station.
 DQ5340
 DQ5340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5340
 DQ5340.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5340
 DQ5340.The ellipsoidal height was determined by GPS observations
 DQ5340.and is referenced to NAD 83.
 DQ5340
 DQ5340. The following values were computed from the NAD 83(2011) position.
 DQ5340
 DQ5340;                    North         East     Units Scale Factor Converg.
 DQ5340;SPC WI C     -   124,244.329   392,085.068   MT  0.99994101   -1 51 30.4
 DQ5340;SPC WI C     -   407,624.94  1,286,365.76   sFT  0.99994101   -1 51 30.4
 DQ5340;UTM  15      - 4,974,251.499   528,889.671   MT  0.99961026   +0 15 30.5
 DQ5340
 DQ5340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5340!SPC WI C     -   0.99995570  x   0.99994101  =   0.99989671
 DQ5340!UTM  15      -   0.99995570  x   0.99961026  =   0.99956597
 DQ5340
 DQ5340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2888974251(NAD 83)
 DQ5340
 DQ5340                          SUPERSEDED SURVEY CONTROL
 DQ5340
 DQ5340.No superseded survey control is available for this station.
 DQ5340
 DQ5340_MARKER: DD = SURVEY DISK
 DQ5340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5340_STAMPING: 9A093 2013
 DQ5340_MARK LOGO: WIDT
 DQ5340_PROJECTION: PROJECTING 10 CENTIMETERS
 DQ5340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5340+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ5340
 DQ5340  HISTORY     - Date     Condition        Report By
 DQ5340  HISTORY     - 2013     MONUMENTED       WIDT
 DQ5340  HISTORY     - 20160808 GOOD             WIDT
 DQ5340
 DQ5340                          STATION DESCRIPTION
 DQ5340
 DQ5340'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5340'THE STATION IS 6 MI (9.7 KM) SOUTHWEST OF ROBERTS, 6 MI (9.7 KM)
 DQ5340'SOUTHEAST OF HUDSON AND 4 MI (6.4 KM) NORTH OF RIVER FALLS.
 DQ5340'
 DQ5340'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DQ5340'HIGHWAY U ABOUT 5 MI (8.0 KM) EAST OF THE CITY OF HUDSON, GO SOUTH ON
 DQ5340'COUNTY HIGHWAY U FOR 1.8 MI (2.9 KM) TO COULEE TRAIL, CONTINUE SOUTH
 DQ5340'ON COUNTY HIGHWAY U FOR 0.45 MI (0.7 KM) TO THE STATION ON THE LEFT.
 DQ5340'
 DQ5340'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5340'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ5340'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH HIGHWAY GRADE.  THE
 DQ5340'STATION IS 18.1 M (59.4 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DQ5340'HIGHWAY U, 18 M (59.1 FT) SOUTHEAST OF THE CENTER OF A FIELD ACCESS
 DQ5340'DRIVEWAY, 0.5 M (1.6 FT) NORTHWEST OF AN ORANGE 4X4 PLASTIC GUARD POST
 DQ5340'AND 0.5 M (1.6 FT) SOUTHEAST OF AN ORANGE 4X4 PLASTIC GUARD POST.
 DQ5340'
 DQ5340'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5340'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3523 ***********************************************************************
 DS3523  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3523  DESIGNATION -  9A094
 DS3523  PID         -  DS3523
 DS3523  STATE/COUNTY-  WI/MARATHON
 DS3523  COUNTRY     -  US
 DS3523  USGS QUAD   -  MOSINEE (2018)
 DS3523
 DS3523                         *CURRENT SURVEY CONTROL
 DS3523  ______________________________________________________________________
 DS3523* NAD 83(2011) POSITION- 44 52 24.82652(N) 089 38 06.99931(W)   ADJUSTED
 DS3523* NAD 83(2011) ELLIP HT-   316.082 (meters)        (04/08/25)   ADJUSTED
 DS3523* NAD 83(2011) EPOCH   -  2010.00
 DS3523* NAVD 88 ORTHO HEIGHT -   350.96  (meters)     1151.4   (feet) GPS OBS
 DS3523  ______________________________________________________________________
 DS3523  GEOID HEIGHT    -        -34.876 (meters)                     GEOID18
 DS3523  NAD 83(2011) X  -     28,821.615 (meters)                     COMP
 DS3523  NAD 83(2011) Y  - -4,527,647.743 (meters)                     COMP
 DS3523  NAD 83(2011) Z  -  4,477,624.892 (meters)                     COMP
 DS3523  LAPLACE CORR    -         -5.46  (seconds)                    DEFLEC18
 DS3523
 DS3523  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3523  Standards:
 DS3523         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3523            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3523  -------------------------------------------------------------------
 DS3523  NETWORK    0.37   0.59           0.17   0.13   0.30      0.00756630
 DS3523  -------------------------------------------------------------------
 DS3523  Click here for local accuracies and other accuracy information.
 DS3523
 DS3523.The horizontal coordinates were established by GPS observations
 DS3523.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3523
 DS3523.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3523.been affixed to the stable North American tectonic plate. See 
 DS3523.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3523
 DS3523.The horizontal coordinates are valid at the epoch date displayed above
 DS3523.which is a decimal equivalence of Year/Month/Day.
 DS3523
 DS3523.The orthometric height was determined by GPS observations and a
 DS3523.high-resolution geoid model using precise GPS observation and
 DS3523.processing techniques.
 DS3523
 DS3523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3523.GEOID18 height accuracy estimate available here.
 DS3523
 DS3523.Click photographs - Photos may exist for this station.
 DS3523
 DS3523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3523
 DS3523.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3523
 DS3523.The ellipsoidal height was determined by GPS observations
 DS3523.and is referenced to NAD 83.
 DS3523
 DS3523. The following values were computed from the NAD 83(2011) position.
 DS3523
 DS3523;                    North         East     Units Scale Factor Converg.
 DS3523;SPC WI C     -   115,653.634   628,818.578   MT  0.99994071   +0 15 26.4
 DS3523;SPC WI C     -   379,440.30  2,063,048.95   sFT  0.99994071   +0 15 26.4
 DS3523;UTM  16      - 4,972,283.652   291,843.099   MT  1.00013283   -1 51 35.9
 DS3523
 DS3523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3523!SPC WI C     -   0.99995044  x   0.99994071  =   0.99989116
 DS3523!UTM  16      -   0.99995044  x   1.00013283  =   1.00008327
 DS3523
 DS3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9184372283(NAD 83)
 DS3523
 DS3523                          SUPERSEDED SURVEY CONTROL
 DS3523
 DS3523.No superseded survey control is available for this station.
 DS3523
 DS3523_MARKER: DD = SURVEY DISK
 DS3523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3523_STAMPING: 9A094 2013
 DS3523_MARK LOGO: WIDT
 DS3523_PROJECTION: FLUSH
 DS3523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3523+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2024
 DS3523
 DS3523  HISTORY     - Date     Condition        Report By
 DS3523  HISTORY     - 2013     MONUMENTED       WIDT
 DS3523  HISTORY     - 20241010 GOOD             WIDT
 DS3523
 DS3523                          STATION DESCRIPTION
 DS3523
 DS3523'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3523'THE STATION IS 6.5 MI (10.4 KM) NORTH-NORTHEAST OF MOSINEE, 6 MI (9.7
 DS3523'KM) SOUTH OF WAUSAU, AND 3 MI (4.8 KM) SOUTH-SOUTHWEST OF SCHOFIELD.
 DS3523'
 DS3523'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 DS3523'HIGHWAY 51 WITH BUSINESS HIGHWAY 51 (EXIT 185), IN THE VILLAGE OF
 DS3523'ROTHSCHILD, GO NORTH ON BUSINESS HIGHWAY 51 FOR 0.2 MI (0.32 KM) TO
 DS3523'COUNTY HIGHWAY XX (IMPERIAL AVENUE ON THE RIGHT, FOREMOST ROAD ON THE
 DS3523'LEFT) CONTINUE NORTH ON BUSINESS HIGHWAY 51 FOR 0.55 MI (0.9 KM) TO
 DS3523'THE STATION ON THE RIGHT.
 DS3523'
 DS3523'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3523'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3523'INCHES) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DS3523'STATION IS 19.3 M (63.3 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 DS3523'BUSINESS HIGHWAY 51, 37.6 M (123.4 FT) NORTH-NORTHEAST OF A POWER POLE
 DS3523'-2807 26R45-, 23.3 M (76.4 FT) SOUTH-SOUTHWEST OF A POWER POLE -2807
 DS3523'26R46-, 11.1 M (36.4 FT) SOUTH OF A FIRE HYDRANT AND 0.5 M (1.6 FT)
 DS3523'WEST OF A WHITE PLASTIC WITNESS POST.
 DS3523'
 DS3523'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DS3523'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES OVERHEAD TO THE WEST,
 DS3523'EXTENDING FROM 60 DEGREES TO 75 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5351 ***********************************************************************
 DQ5351  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5351  DESIGNATION -  9A096
 DQ5351  PID         -  DQ5351
 DQ5351  STATE/COUNTY-  WI/COLUMBIA
 DQ5351  COUNTRY     -  US
 DQ5351  USGS QUAD   -  RANDOLPH (2018)
 DQ5351
 DQ5351                         *CURRENT SURVEY CONTROL
 DQ5351  ______________________________________________________________________
 DQ5351* NAD 83(2011) POSITION- 43 36 32.85661(N) 089 04 20.20440(W)   ADJUSTED
 DQ5351* NAD 83(2011) ELLIP HT-   264.572 (meters)        (09/21/17)   ADJUSTED
 DQ5351* NAD 83(2011) EPOCH   -  2010.00
 DQ5351* NAVD 88 ORTHO HEIGHT -   300.17  (meters)      984.8   (feet) GPS OBS
 DQ5351  ______________________________________________________________________
 DQ5351  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5351  GEOID HEIGHT    -        -35.596 (meters)                     GEOID12B
 DQ5351  GEOID HEIGHT    -        -35.597 (meters)                     GEOID18
 DQ5351  NAD 83(2011) X  -     74,895.552 (meters)                     COMP
 DQ5351  NAD 83(2011) Y  - -4,625,123.297 (meters)                     COMP
 DQ5351  NAD 83(2011) Z  -  4,376,931.010 (meters)                     COMP
 DQ5351  LAPLACE CORR    -          2.28  (seconds)                    DEFLEC18
 DQ5351
 DQ5351  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5351  Standards:
 DQ5351         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5351            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5351  -------------------------------------------------------------------
 DQ5351  NETWORK    0.48   0.49           0.22   0.16   0.25     -0.10140644
 DQ5351  -------------------------------------------------------------------
 DQ5351  Click here for local accuracies and other accuracy information.
 DQ5351
 DQ5351.The horizontal coordinates were established by GPS observations
 DQ5351.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DQ5351
 DQ5351.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5351.been affixed to the stable North American tectonic plate. See 
 DQ5351.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5351
 DQ5351.The horizontal coordinates are valid at the epoch date displayed above
 DQ5351.which is a decimal equivalence of Year/Month/Day.
 DQ5351
 DQ5351.The orthometric height was determined by GPS observations and a
 DQ5351.high-resolution geoid model using precise GPS observation and
 DQ5351.processing techniques.
 DQ5351
 DQ5351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5351.GEOID18 height accuracy estimate available here.
 DQ5351
 DQ5351.Click photographs - Photos may exist for this station.
 DQ5351
 DQ5351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5351
 DQ5351.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5351
 DQ5351.The ellipsoidal height was determined by GPS observations
 DQ5351.and is referenced to NAD 83.
 DQ5351
 DQ5351. The following values were computed from the NAD 83(2011) position.
 DQ5351
 DQ5351;                    North         East     Units Scale Factor Converg.
 DQ5351;SPC WI S     -   179,176.147   674,889.618   MT  0.99993911   +0 38 14.8
 DQ5351;SPC WI S     -   587,847.08  2,214,200.36   sFT  0.99993911   +0 38 14.8
 DQ5351;UTM  16      - 4,830,547.294   332,768.204   MT  0.99994400   -1 25 46.8
 DQ5351
 DQ5351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5351!SPC WI S     -   0.99995851  x   0.99993911  =   0.99989763
 DQ5351!UTM  16      -   0.99995851  x   0.99994400  =   0.99990252
 DQ5351
 DQ5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3276830547(NAD 83)
 DQ5351
 DQ5351                          SUPERSEDED SURVEY CONTROL
 DQ5351
 DQ5351.No superseded survey control is available for this station.
 DQ5351
 DQ5351_MARKER: DD = SURVEY DISK
 DQ5351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5351_STAMPING: 9A096 2014
 DQ5351_MARK LOGO: WIDT
 DQ5351_PROJECTION: FLUSH
 DQ5351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5351+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 DQ5351
 DQ5351  HISTORY     - Date     Condition        Report By
 DQ5351  HISTORY     - 2014     MONUMENTED       WIDT
 DQ5351  HISTORY     - 20160912 GOOD             WIDT
 DQ5351
 DQ5351                          STATION DESCRIPTION
 DQ5351
 DQ5351'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5351'THE STATION IS 8 MI (12.9 KM) SOUTH-SOUTHWEST OF MARKESAN, 6 MI (9.7
 DQ5351'KM) NORTHWEST OF RANDOLPH AND 5 MI (8.0 KM) NORTH-NORTHEAST OF
 DQ5351'CAMBRIA.
 DQ5351'
 DQ5351'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY
 DQ5351'HIGHWAY E ABOUT 5 MI (8.0 KM) NORTH OF THE VILLAGE OF RANDOLPH, GO
 DQ5351'WEST ON COUNTY HIGHWAY E FOR 2.75 MI (4.42 KM) TO STERK ROAD, TURN
 DQ5351'LEFT AND GO SOUTH ON STERK ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON
 DQ5351'THE RIGHT.
 DQ5351'
 DQ5351'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5351'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DQ5351'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DQ5351'LEVEL WITH THE PAVEMENT.  THE STATION IS 6.9 M (22.6 FT) WEST OF THE
 DQ5351'EDGE OF PAVEMENT OF STERK ROAD, 140 M (459.3 FT) SOUTH OF COUNTY
 DQ5351'HIGHWAY E, 19 M (62.3 FT) NORTH OF THE EXTENDED CENTER OF THE SOUTHERN
 DQ5351'MOST DRIVEWAY FOR A LARGE INDUSTRIAL PARKING AREA, 1 M (3.3 FT) NORTH
 DQ5351'OF A WHITE PLASTIC WITNESS POST AND 1 M (3.3 FT) SOUTH OF A WHITE
 DQ5351'PLASTIC WITNESS POST.
 DQ5351'
 DQ5351'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5351'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5009 ***********************************************************************
 DQ5009  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5009  DESIGNATION -  9A101
 DQ5009  PID         -  DQ5009
 DQ5009  STATE/COUNTY-  WI/DOOR
 DQ5009  COUNTRY     -  US
 DQ5009  USGS QUAD   -  SISTER BAY (2018)
 DQ5009
 DQ5009                         *CURRENT SURVEY CONTROL
 DQ5009  ______________________________________________________________________
 DQ5009* NAD 83(2011) POSITION- 45 13 06.83791(N) 087 01 54.57078(W)   ADJUSTED
 DQ5009* NAD 83(2011) ELLIP HT-   140.595 (meters)        (04/14/17)   ADJUSTED
 DQ5009* NAD 83(2011) EPOCH   -  2010.00
 DQ5009* NAVD 88 ORTHO HEIGHT -   177.74  (meters)      583.1   (feet) GPS OBS
 DQ5009  ______________________________________________________________________
 DQ5009  GEOID HEIGHT    -        -37.140 (meters)                     GEOID18
 DQ5009  NAD 83(2011) X  -    233,040.578 (meters)                     COMP
 DQ5009  NAD 83(2011) Y  - -4,494,443.882 (meters)                     COMP
 DQ5009  NAD 83(2011) Z  -  4,504,591.099 (meters)                     COMP
 DQ5009  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 DQ5009
 DQ5009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5009  Standards:
 DQ5009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5009  -------------------------------------------------------------------
 DQ5009  NETWORK    0.58   0.86           0.26   0.21   0.44      0.04618472
 DQ5009  -------------------------------------------------------------------
 DQ5009  Click here for local accuracies and other accuracy information.
 DQ5009
 DQ5009.The horizontal coordinates were established by GPS observations
 DQ5009.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ5009
 DQ5009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5009.been affixed to the stable North American tectonic plate. See 
 DQ5009.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5009
 DQ5009.The horizontal coordinates are valid at the epoch date displayed above
 DQ5009.which is a decimal equivalence of Year/Month/Day.
 DQ5009
 DQ5009.The orthometric height was determined by GPS observations and a
 DQ5009.high-resolution geoid model using precise GPS observation and
 DQ5009.processing techniques.
 DQ5009
 DQ5009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5009.GEOID18 height accuracy estimate available here.
 DQ5009
 DQ5009.Click photographs - Photos may exist for this station.
 DQ5009
 DQ5009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5009
 DQ5009.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5009
 DQ5009.The ellipsoidal height was determined by GPS observations
 DQ5009.and is referenced to NAD 83.
 DQ5009
 DQ5009. The following values were computed from the NAD 83(2011) position.
 DQ5009
 DQ5009;                    North         East     Units Scale Factor Converg.
 DQ5009;SPC WI C     -   158,188.203   833,078.141   MT  0.99995854   +2 05 39.4
 DQ5009;SPC WI C     -   518,989.13  2,733,190.53   sFT  0.99995854   +2 05 39.4
 DQ5009;UTM  16      - 5,007,231.281   497,501.241   MT  0.99960008   -0 01 21.3
 DQ5009
 DQ5009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5009!SPC WI C     -   0.99997796  x   0.99995854  =   0.99993650
 DQ5009!UTM  16      -   0.99997796  x   0.99960008  =   0.99957805
 DQ5009
 DQ5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9750107231(NAD 83)
 DQ5009
 DQ5009                          SUPERSEDED SURVEY CONTROL
 DQ5009
 DQ5009.No superseded survey control is available for this station.
 DQ5009
 DQ5009_MARKER: DD = SURVEY DISK
 DQ5009_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ5009_SP_SET: CONCRETE PIER
 DQ5009_STAMPING: 9A101 2015
 DQ5009_MARK LOGO: WIDT
 DQ5009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5009+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2015
 DQ5009
 DQ5009  HISTORY     - Date     Condition        Report By
 DQ5009  HISTORY     - 20150428 MONUMENTED       WIDT
 DQ5009
 DQ5009                          STATION DESCRIPTION
 DQ5009
 DQ5009'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ5009'THE STATION IS SET IN A WISCONSIN DEPARTMENT OF NATURAL RESOURCES
 DQ5009'CONCRETE PIER AT ROWLEYS BAY, APPROXIMATELY 5.0 MI (8.0 KM) SOUTH OF
 DQ5009'GILLS ROCK, 4.8 MI (7.7 KM) NORTHEAST OF SISTER BAY AND 3.2 MI (5.1
 DQ5009'KM) SOUTHEAST OF ELLISON BAY.
 DQ5009'
 DQ5009'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ5009'HIGHWAY Z ABOUT 1.5 MI NORTH OF SISTER BAY, GO EAST ON COUNTY HIGHWAY
 DQ5009'Z FOR 2.45 MI (3.9 KM) TO COUNTY HIGHWAY ZZ.  TURN LEFT AND GO NORTH
 DQ5009'ON COUNTY HIGHWAY ZZ FOR 0.2 MI (0.3 KM) TO A RIGHT CURVE IN THE ROAD.
 DQ5009'CURVE RIGHT AND CONTINUE EAST ON COUNTY HIGHWAY ZZ FOR 1.25 MI (2.0
 DQ5009'KM) TO THE ROWLEYS BAY RESORT ON THE RIGHT AND A MARINA ON THE LEFT.
 DQ5009'CONTINUE SOUTHEAST ON COUNTY HIGHWAY ZZ FOR 0.1 MI (0.2 KM) TO WAGON
 DQ5009'TRAIL RESORT CIRCLE.  TURN LEFT AND GO EAST APPROXIMATELY 400 FT
 DQ5009'(121.9 M) ONTO A WISCONSIN DEPARTMENT OF NATURAL RESOURCES CONCRETE
 DQ5009'PIER WHICH EXTENDS INTO ROWLEYS BAY AND THE STATION AHEAD.
 DQ5009'
 DQ5009'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5009'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE SOUTH
 DQ5009'SIDE OF A CONCRETE PIER, 137 FT (41.8 M) EAST OF A LIGHT POLE WITH AN
 DQ5009'ELECTRIC METER, 50 FT (15.2 M) WEST OF THE EAST END OF THE WISCONSIN
 DQ5009'DEPARTMENT OF NATURAL RESOURCES CONCRETE PIER AND 6 FT (1.8 M) NORTH
 DQ5009'OF A DISTINCTIVE POROUS IGNEOUS PUMICE ROCK ALONG THE SOUTH EDGE OF
 DQ5009'THE CONCRETE PIER.
 DQ5009'
 DQ5009'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5009'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2096 ***********************************************************************
 DS2096  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2096  DESIGNATION -  9A102
 DS2096  PID         -  DS2096
 DS2096  STATE/COUNTY-  WI/TREMPEALEAU
 DS2096  COUNTRY     -  US
 DS2096  USGS QUAD   -  TREMPEALEAU (2018)
 DS2096
 DS2096                         *CURRENT SURVEY CONTROL
 DS2096  ______________________________________________________________________
 DS2096* NAD 83(2011) POSITION- 44 04 12.46759(N) 091 28 40.33990(W)   ADJUSTED
 DS2096* NAD 83(2011) ELLIP HT-   194.415 (meters)        (05/22/24)   ADJUSTED
 DS2096* NAD 83(2011) EPOCH   -  2010.00
 DS2096* NAVD 88 ORTHO HEIGHT -   225.46  (meters)      739.7   (feet) GPS OBS
 DS2096  ______________________________________________________________________
 DS2096  GEOID HEIGHT    -        -31.042 (meters)                     GEOID18
 DS2096  NAD 83(2011) X  -   -118,385.267 (meters)                     COMP
 DS2096  NAD 83(2011) Y  - -4,588,672.716 (meters)                     COMP
 DS2096  NAD 83(2011) Z  -  4,413,828.859 (meters)                     COMP
 DS2096  LAPLACE CORR    -         -5.91  (seconds)                    DEFLEC18
 DS2096
 DS2096  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2096  Standards:
 DS2096         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2096            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2096  -------------------------------------------------------------------
 DS2096  NETWORK    0.45   0.74           0.20   0.16   0.38      0.05263040
 DS2096  -------------------------------------------------------------------
 DS2096  Click here for local accuracies and other accuracy information.
 DS2096
 DS2096.The horizontal coordinates were established by GPS observations
 DS2096.and adjusted by the WI DEPT OF TRANSP in May 2024.
 DS2096
 DS2096.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2096.been affixed to the stable North American tectonic plate. See 
 DS2096.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2096
 DS2096.The horizontal coordinates are valid at the epoch date displayed above
 DS2096.which is a decimal equivalence of Year/Month/Day.
 DS2096
 DS2096.The orthometric height was determined by GPS observations and a
 DS2096.high-resolution geoid model using precise GPS observation and
 DS2096.processing techniques.
 DS2096
 DS2096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2096.GEOID18 height accuracy estimate available here.
 DS2096
 DS2096.Click photographs - Photos may exist for this station.
 DS2096
 DS2096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2096
 DS2096.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2096
 DS2096.The ellipsoidal height was determined by GPS observations
 DS2096.and is referenced to NAD 83.
 DS2096
 DS2096. The following values were computed from the NAD 83(2011) position.
 DS2096
 DS2096;                    North         East     Units Scale Factor Converg.
 DS2096;SPC WI C     -    27,389.998   481,607.143   MT  1.00003886   -1 02 33.9
 DS2096;SPC WI C     -    89,862.02  1,580,072.77   sFT  1.00003886   -1 02 33.9
 DS2096;UTM  15      - 4,880,788.341   621,891.896   MT  0.99978273   +1 03 31.8
 DS2096
 DS2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2096!SPC WI C     -   0.99996952  x   1.00003886  =   1.00000837
 DS2096!UTM  15      -   0.99996952  x   0.99978273  =   0.99975225
 DS2096
 DS2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2189180788(NAD 83)
 DS2096
 DS2096                          SUPERSEDED SURVEY CONTROL
 DS2096
 DS2096.No superseded survey control is available for this station.
 DS2096
 DS2096_MARKER: DD = SURVEY DISK
 DS2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2096_STAMPING: 9A102 2014
 DS2096_MARK LOGO: WIDT
 DS2096_PROJECTION: FLUSH
 DS2096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2096+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2024
 DS2096
 DS2096  HISTORY     - Date     Condition        Report By
 DS2096  HISTORY     - 2014     MONUMENTED       WIDT
 DS2096  HISTORY     - 20240130 GOOD             WIDT
 DS2096
 DS2096                          STATION DESCRIPTION
 DS2096
 DS2096'DESCRIBED BY WI DEPT OF TRANSP 2024 (DJH)
 DS2096'THE STATION IS LOCATED ABOUT 6.5 MI (10.4 KM) WEST OF GALESVILLE, 5.7
 DS2096'MI (9.1 KM) SOUTHEAST OF DODGE AND 4.8 MI (7.7 KM) NORTH-NORTHWEST OF
 DS2096'TREMPEALEAU.
 DS2096'
 DS2096'TO REACH THE STATION FROM THE JUNCTION OF STH 35 AND 54 WITH STH 93
 DS2096'LOCATED ABOUT 5 MI (8.0 KM) WEST OF GALESVILLE, WI, GO WEST ON STH 35
 DS2096'AND 54 FOR 1.1 MI (1.8 KM) TO SONSALLA ROAD ON THE LEFT, CONTINUE WEST
 DS2096'ON STH 35 AND 54 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DS2096'
 DS2096'THE STATION IS LOCATED 15 M (49.2 FT) NORTH OF THE CENTERLINE OF STH
 DS2096'35 AND 54, 66 M (216.5 FT) NORTHEAST OF A POWER POLE, 44 M (144.4 FT)
 DS2096'NORTHWEST OF A POWER POLE, 10 M (32.8 FT) EAST OF A RIGHT AWAY POST, 1
 DS2096'M (3.3 FT) EAST OF AN ORANGE PLASTIC FIBER OPTIC POST AND 1 M (3.3 FT)
 DS2096'WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2098 ***********************************************************************
 DS2098  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2098  DESIGNATION -  9A103
 DS2098  PID         -  DS2098
 DS2098  STATE/COUNTY-  WI/TREMPEALEAU
 DS2098  COUNTRY     -  US
 DS2098  USGS QUAD   -  GALESVILLE (2018)
 DS2098
 DS2098                         *CURRENT SURVEY CONTROL
 DS2098  ______________________________________________________________________
 DS2098* NAD 83(2011) POSITION- 44 04 38.78279(N) 091 21 10.23908(W)   ADJUSTED
 DS2098* NAD 83(2011) ELLIP HT-   200.529 (meters)        (05/22/24)   ADJUSTED
 DS2098* NAD 83(2011) EPOCH   -  2010.00
 DS2098* NAVD 88 ORTHO HEIGHT -   231.94  (meters)      761.0   (feet) GPS OBS
 DS2098  ______________________________________________________________________
 DS2098  GEOID HEIGHT    -        -31.407 (meters)                     GEOID18
 DS2098  NAD 83(2011) X  -   -108,358.584 (meters)                     COMP
 DS2098  NAD 83(2011) Y  - -4,588,359.691 (meters)                     COMP
 DS2098  NAD 83(2011) Z  -  4,414,416.663 (meters)                     COMP
 DS2098  LAPLACE CORR    -         -7.87  (seconds)                    DEFLEC18
 DS2098
 DS2098  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2098  Standards:
 DS2098         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2098            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2098  -------------------------------------------------------------------
 DS2098  NETWORK    0.47   0.78           0.21   0.17   0.40      0.01198025
 DS2098  -------------------------------------------------------------------
 DS2098  Click here for local accuracies and other accuracy information.
 DS2098
 DS2098.The horizontal coordinates were established by GPS observations
 DS2098.and adjusted by the WI DEPT OF TRANSP in May 2024.
 DS2098
 DS2098.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2098.been affixed to the stable North American tectonic plate. See 
 DS2098.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2098
 DS2098.The horizontal coordinates are valid at the epoch date displayed above
 DS2098.which is a decimal equivalence of Year/Month/Day.
 DS2098
 DS2098.The orthometric height was determined by GPS observations and a
 DS2098.high-resolution geoid model using precise GPS observation and
 DS2098.processing techniques.
 DS2098
 DS2098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2098.GEOID18 height accuracy estimate available here.
 DS2098
 DS2098.Click photographs - Photos may exist for this station.
 DS2098
 DS2098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2098
 DS2098.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2098
 DS2098.The ellipsoidal height was determined by GPS observations
 DS2098.and is referenced to NAD 83.
 DS2098
 DS2098. The following values were computed from the NAD 83(2011) position.
 DS2098
 DS2098;                    North         East     Units Scale Factor Converg.
 DS2098;SPC WI C     -    28,027.556   491,635.742   MT  1.00003709   -0 57 16.3
 DS2098;SPC WI C     -    91,953.74  1,612,974.93   sFT  1.00003709   -0 57 16.3
 DS2098;UTM  15      - 4,881,792.897   631,887.981   MT  0.99981393   +1 08 45.5
 DS2098
 DS2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2098!SPC WI C     -   0.99996856  x   1.00003709  =   1.00000565
 DS2098!UTM  15      -   0.99996856  x   0.99981393  =   0.99978249
 DS2098
 DS2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3188781792(NAD 83)
 DS2098
 DS2098                          SUPERSEDED SURVEY CONTROL
 DS2098
 DS2098.No superseded survey control is available for this station.
 DS2098
 DS2098_MARKER: DD = SURVEY DISK
 DS2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2098_STAMPING: 9A103 2014
 DS2098_MARK LOGO: WIDT
 DS2098_PROJECTION: FLUSH
 DS2098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2098+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2024
 DS2098
 DS2098  HISTORY     - Date     Condition        Report By
 DS2098  HISTORY     - 2014     MONUMENTED       WIDT
 DS2098  HISTORY     - 20240130 GOOD             WIDT
 DS2098
 DS2098                          STATION DESCRIPTION
 DS2098
 DS2098'DESCRIBED BY WI DEPT OF TRANSP 2024 (DJH)
 DS2098'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF TAMARACK,
 DS2098'6.2 MI (9.9 KM) SOUTHWEST OF ETTRICK AND 1.1 MI (1.8 KM)
 DS2098'NORTH-NORTHEAST OF GALESVILLE.
 DS2098'
 DS2098'TO REACH THE STATION FROM THE JUNCTION OF USH 53 WITH STH 35 AND 54
 DS2098'LOCATED IN GALESVILLE, WI, GO WEST ON STH 35 AND 54 FOR 0.1 MI (0.2
 DS2098'KM) TO THE STATION ON THE RIGHT.
 DS2098'
 DS2098'THE STATION IS LOCATED 9 M (29.5 FT) NORTH OF THE CENTERLINE OF STH 35
 DS2098'AND 54, 33 M (108.3 FT) SOUTHWEST OF A LARGE BROWN METAL POWER POLE,
 DS2098'15 M (49.2 FT) SOUTH OF THE EDGE OF PAVEMENT OF HEUSTON ST AND 1.0 M
 DS2098'(3.3 FT) NORTHEAST, NORTHWEST, AND SOUTH OF THREE WHITE PLASTIC
 DS2098'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2101 ***********************************************************************
 DS2101  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2101  DESIGNATION -  9A104
 DS2101  PID         -  DS2101
 DS2101  STATE/COUNTY-  WI/TREMPEALEAU
 DS2101  COUNTRY     -  US
 DS2101  USGS QUAD   -  GALESVILLE (2018)
 DS2101
 DS2101                         *CURRENT SURVEY CONTROL
 DS2101  ______________________________________________________________________
 DS2101* NAD 83(2011) POSITION- 44 05 49.12499(N) 091 20 35.31165(W)   ADJUSTED
 DS2101* NAD 83(2011) ELLIP HT-   194.131 (meters)        (05/22/24)   ADJUSTED
 DS2101* NAD 83(2011) EPOCH   -  2010.00
 DS2101* NAVD 88 ORTHO HEIGHT -   225.55  (meters)      740.0   (feet) GPS OBS
 DS2101  ______________________________________________________________________
 DS2101  GEOID HEIGHT    -        -31.420 (meters)                     GEOID18
 DS2101  NAD 83(2011) X  -   -107,546.106 (meters)                     COMP
 DS2101  NAD 83(2011) Y  - -4,586,863.192 (meters)                     COMP
 DS2101  NAD 83(2011) Z  -  4,415,971.729 (meters)                     COMP
 DS2101  LAPLACE CORR    -         -8.46  (seconds)                    DEFLEC18
 DS2101
 DS2101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2101  Standards:
 DS2101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2101  -------------------------------------------------------------------
 DS2101  NETWORK    0.41   0.67           0.18   0.15   0.34      0.03351109
 DS2101  -------------------------------------------------------------------
 DS2101  Click here for local accuracies and other accuracy information.
 DS2101
 DS2101.The horizontal coordinates were established by GPS observations
 DS2101.and adjusted by the WI DEPT OF TRANSP in May 2024.
 DS2101
 DS2101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2101.been affixed to the stable North American tectonic plate. See 
 DS2101.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2101
 DS2101.The horizontal coordinates are valid at the epoch date displayed above
 DS2101.which is a decimal equivalence of Year/Month/Day.
 DS2101
 DS2101.The orthometric height was determined by GPS observations and a
 DS2101.high-resolution geoid model using precise GPS observation and
 DS2101.processing techniques.
 DS2101
 DS2101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2101.GEOID18 height accuracy estimate available here.
 DS2101
 DS2101.Click photographs - Photos may exist for this station.
 DS2101
 DS2101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2101
 DS2101.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2101
 DS2101.The ellipsoidal height was determined by GPS observations
 DS2101.and is referenced to NAD 83.
 DS2101
 DS2101. The following values were computed from the NAD 83(2011) position.
 DS2101
 DS2101;                    North         East     Units Scale Factor Converg.
 DS2101;SPC WI C     -    30,185.545   492,448.727   MT  1.00003244   -0 56 51.7
 DS2101;SPC WI C     -    99,033.74  1,615,642.20   sFT  1.00003244   -0 56 51.7
 DS2101;UTM  15      - 4,883,978.756   632,621.157   MT  0.99981632   +1 09 11.3
 DS2101
 DS2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2101!SPC WI C     -   0.99996956  x   1.00003244  =   1.00000200
 DS2101!UTM  15      -   0.99996956  x   0.99981632  =   0.99978589
 DS2101
 DS2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3262183978(NAD 83)
 DS2101
 DS2101                          SUPERSEDED SURVEY CONTROL
 DS2101
 DS2101.No superseded survey control is available for this station.
 DS2101
 DS2101_MARKER: DD = SURVEY DISK
 DS2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2101_STAMPING: 9A104 2014
 DS2101_MARK LOGO: WIDT
 DS2101_PROJECTION: FLUSH
 DS2101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2101+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2024
 DS2101
 DS2101  HISTORY     - Date     Condition        Report By
 DS2101  HISTORY     - 2014     MONUMENTED       WIDT
 DS2101  HISTORY     - 20240130 GOOD             WIDT
 DS2101
 DS2101                          STATION DESCRIPTION
 DS2101
 DS2101'DESCRIBED BY WI DEPT OF TRANSP 2024 (DJH)
 DS2101'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF TAMARACK,
 DS2101'6.2 MI (9.9 KM) SOUTHWEST OF ETTRICK AND 1.1 MI (1.8 KM)
 DS2101'NORTH-NORTHEAST OF GALESVILLE.
 DS2101'
 DS2101'TO REACH THE STATION FROM THE JUNCTION OF USH 53 WITH STH 35 AND 54
 DS2101'LOCATED IN GALESVILLE, WI, GO NORTH ON USH 53 FOR 1.5 MI (2.4 KM) TO
 DS2101'PRAIRIE RIDGE LANE ON THE LEFT, TURN LEFT AND GO  WEST ON PRAIRIE
 DS2101'RIDGE LANE FOR 0.05 MI (0.08 KM) TO BEAVER CREEK COURT AND THE STATION
 DS2101'ON THE RIGHT.
 DS2101'
 DS2101'THE STATION IS LOCATED 9.5 M (31.2 FT) NORTH OF THE CENTERLINE OF
 DS2101'PRAIRIE RIDGE LANE, 16 M (52.5 FT) WEST OF THE CENTERLINE OF BEAVER
 DS2101'CREEK COURT, 28 M (91.9 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 DS2101'A WHITE METAL BUILDING AND 11 M (36.1 FT) EAST OF A METAL POST FOR A
 DS2101'--STOP-- SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2099 ***********************************************************************
 DS2099  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2099  DESIGNATION -  9A105
 DS2099  PID         -  DS2099
 DS2099  STATE/COUNTY-  WI/PEPIN
 DS2099  COUNTRY     -  US
 DS2099  USGS QUAD   -  MERIDEAN (2018)
 DS2099
 DS2099                         *CURRENT SURVEY CONTROL
 DS2099  ______________________________________________________________________
 DS2099* NAD 83(2011) POSITION- 44 40 53.95045(N) 091 50 30.98796(W)   ADJUSTED
 DS2099* NAD 83(2011) ELLIP HT-   223.320 (meters)        (05/22/24)   ADJUSTED
 DS2099* NAD 83(2011) EPOCH   -  2010.00
 DS2099* NAVD 88 ORTHO HEIGHT -   253.91  (meters)      833.0   (feet) GPS OBS
 DS2099  ______________________________________________________________________
 DS2099  GEOID HEIGHT    -        -30.591 (meters)                     GEOID18
 DS2099  NAD 83(2011) X  -   -146,013.141 (meters)                     COMP
 DS2099  NAD 83(2011) Y  - -4,540,348.490 (meters)                     COMP
 DS2099  NAD 83(2011) Z  -  4,462,420.411 (meters)                     COMP
 DS2099  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 DS2099
 DS2099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2099  Standards:
 DS2099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2099  -------------------------------------------------------------------
 DS2099  NETWORK    0.49   0.78           0.22   0.18   0.40      0.00699369
 DS2099  -------------------------------------------------------------------
 DS2099  Click here for local accuracies and other accuracy information.
 DS2099
 DS2099.The horizontal coordinates were established by GPS observations
 DS2099.and adjusted by the WI DEPT OF TRANSP in May 2024.
 DS2099
 DS2099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2099.been affixed to the stable North American tectonic plate. See 
 DS2099.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2099
 DS2099.The horizontal coordinates are valid at the epoch date displayed above
 DS2099.which is a decimal equivalence of Year/Month/Day.
 DS2099
 DS2099.The orthometric height was determined by GPS observations and a
 DS2099.high-resolution geoid model using precise GPS observation and
 DS2099.processing techniques.
 DS2099
 DS2099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2099.GEOID18 height accuracy estimate available here.
 DS2099
 DS2099.Click photographs - Photos may exist for this station.
 DS2099
 DS2099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2099
 DS2099.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2099
 DS2099.The ellipsoidal height was determined by GPS observations
 DS2099.and is referenced to NAD 83.
 DS2099
 DS2099. The following values were computed from the NAD 83(2011) position.
 DS2099
 DS2099;                    North         East     Units Scale Factor Converg.
 DS2099;SPC WI C     -    95,919.735   453,987.153   MT  0.99994644   -1 17 58.7
 DS2099;SPC WI C     -   314,696.66  1,489,456.18   sFT  0.99994644   -1 17 58.7
 DS2099;UTM  15      - 4,948,239.291   591,776.841   MT  0.99970358   +0 48 51.7
 DS2099
 DS2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2099!SPC WI C     -   0.99996499  x   0.99994644  =   0.99991143
 DS2099!UTM  15      -   0.99996499  x   0.99970358  =   0.99966858
 DS2099
 DS2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9177648239(NAD 83)
 DS2099
 DS2099                          SUPERSEDED SURVEY CONTROL
 DS2099
 DS2099.No superseded survey control is available for this station.
 DS2099
 DS2099_MARKER: DD = SURVEY DISK
 DS2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2099_STAMPING: 9A105 2014
 DS2099_MARK LOGO: WIDT
 DS2099_PROJECTION: FLUSH
 DS2099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2099+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2024
 DS2099
 DS2099  HISTORY     - Date     Condition        Report By
 DS2099  HISTORY     - 2014     MONUMENTED       WIDT
 DS2099  HISTORY     - 20240130 GOOD             WIDT
 DS2099
 DS2099                          STATION DESCRIPTION
 DS2099
 DS2099'DESCRIBED BY WI DEPT OF TRANSP 2024 (DJH)
 DS2099'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF
 DS2099'DURAND, 5.9 MI (9.4 KM) NORTH OF TARRANT AND 4.6 MI (7.5 KM)
 DS2099'SOUTH-SOUTHWEST OF MERIDEAN.
 DS2099'
 DS2099'TO REACH THE STATION FROM THE JUNCTION OF USH 10 WITH STH 85 LOCATED
 DS2099'IN DURAND, WI, GO NORTHEAST ON STH 85 FOR 6.8 MI (10.9 KM) TO
 DS2099'WEISSINGER ROAD AND THE STATION ON THE RIGHT.
 DS2099'
 DS2099'THE STATION IS LOCATED 14 M (45.9 FT) SOUTHEAST OF THE CENTERLINE OF
 DS2099'STH 85, 81 M (265.7 FT) SOUTHWEST OF A WOOD POST FOR A --CURVE ARROW--
 DS2099'SIGN, 66 M (216.5 FT) NORTHEAST OF THE CENTERLINE OF WEISSINGER ROAD,
 DS2099'65 M (213.3 FT) NORTHEAST OF A WOOD POST FOR A --STOP-- SIGN, 1 M (3.3
 DS2099'FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 1 M (3.3 FT)
 DS2099'NORTHEAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2100 ***********************************************************************
 DS2100  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2100  DESIGNATION -  9A106
 DS2100  PID         -  DS2100
 DS2100  STATE/COUNTY-  WI/DUNN
 DS2100  COUNTRY     -  US
 DS2100  USGS QUAD   -  MERIDEAN (2018)
 DS2100
 DS2100                         *CURRENT SURVEY CONTROL
 DS2100  ______________________________________________________________________
 DS2100* NAD 83(2011) POSITION- 44 41 39.63954(N) 091 48 12.24625(W)   ADJUSTED
 DS2100* NAD 83(2011) ELLIP HT-   240.785 (meters)        (05/22/24)   ADJUSTED
 DS2100* NAD 83(2011) EPOCH   -  2010.00
 DS2100* NAVD 88 ORTHO HEIGHT -   271.41  (meters)      890.5   (feet) GPS OBS
 DS2100  ______________________________________________________________________
 DS2100  GEOID HEIGHT    -        -30.622 (meters)                     GEOID18
 DS2100  NAD 83(2011) X  -   -142,928.271 (meters)                     COMP
 DS2100  NAD 83(2011) Y  - -4,539,466.726 (meters)                     COMP
 DS2100  NAD 83(2011) Z  -  4,463,435.408 (meters)                     COMP
 DS2100  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 DS2100
 DS2100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2100  Standards:
 DS2100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2100  -------------------------------------------------------------------
 DS2100  NETWORK    0.47   0.80           0.21   0.17   0.41      0.01093387
 DS2100  -------------------------------------------------------------------
 DS2100  Click here for local accuracies and other accuracy information.
 DS2100
 DS2100.The horizontal coordinates were established by GPS observations
 DS2100.and adjusted by the WI DEPT OF TRANSP in May 2024.
 DS2100
 DS2100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2100.been affixed to the stable North American tectonic plate. See 
 DS2100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2100
 DS2100.The horizontal coordinates are valid at the epoch date displayed above
 DS2100.which is a decimal equivalence of Year/Month/Day.
 DS2100
 DS2100.The orthometric height was determined by GPS observations and a
 DS2100.high-resolution geoid model using precise GPS observation and
 DS2100.processing techniques.
 DS2100
 DS2100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2100.GEOID18 height accuracy estimate available here.
 DS2100
 DS2100.Click photographs - Photos may exist for this station.
 DS2100
 DS2100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2100
 DS2100.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2100
 DS2100.The ellipsoidal height was determined by GPS observations
 DS2100.and is referenced to NAD 83.
 DS2100
 DS2100. The following values were computed from the NAD 83(2011) position.
 DS2100
 DS2100;                    North         East     Units Scale Factor Converg.
 DS2100;SPC WI C     -    97,261.081   457,073.024   MT  0.99994572   -1 16 20.8
 DS2100;SPC WI C     -   319,097.40  1,499,580.41   sFT  0.99994572   -1 16 20.8
 DS2100;UTM  15      - 4,949,693.209   594,810.405   MT  0.99971054   +0 50 30.0
 DS2100
 DS2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2100!SPC WI C     -   0.99996225  x   0.99994572  =   0.99990797
 DS2100!UTM  15      -   0.99996225  x   0.99971054  =   0.99967280
 DS2100
 DS2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9481049693(NAD 83)
 DS2100
 DS2100                          SUPERSEDED SURVEY CONTROL
 DS2100
 DS2100.No superseded survey control is available for this station.
 DS2100
 DS2100_MARKER: DD = SURVEY DISK
 DS2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2100_STAMPING: 9A106 2014
 DS2100_MARK LOGO: WIDT
 DS2100_PROJECTION: FLUSH
 DS2100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2100+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2024
 DS2100
 DS2100  HISTORY     - Date     Condition        Report By
 DS2100  HISTORY     - 2014     MONUMENTED       WIDT
 DS2100  HISTORY     - 20240130 GOOD             WIDT
 DS2100
 DS2100                          STATION DESCRIPTION
 DS2100
 DS2100'DESCRIBED BY WI DEPT OF TRANSP 2024 (DJH)
 DS2100'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF
 DS2100'TARRANT, 5.8 MI (9.4 KM) WEST-SOUTHWEST OF ROCK FALLS AND 3.1 MI (5.0
 DS2100'KM) SOUTH-SOUTHWEST OF MERIDEAN.
 DS2100'
 DS2100'TO REACH THE STATION FROM THE JUNCTION OF USH 10 WITH STH 85 LOCATED
 DS2100'IN DURAND, WI, GO NORTHEAST ON STH 85 FOR  9.1 MI (14.6 KM) TO 40TH
 DS2100'AVENUE ON THE LEFT AND THE STATION ON THE RIGHT.
 DS2100'
 DS2100'THE STATION IS LOCATED 14 M (45.9 FT) SOUTHEAST OF THE EDGE OF
 DS2100'PAVEMENT OF STH 85, 49 M (160.8 FT) SOUTHWEST OF A TELEPHONE PEDESTAL,
 DS2100'35 M (114.8 FT) SOUTH OF A POWER POLE, 22 M (72.2 FT) EAST OF A WOOD
 DS2100'POST FOR A --STOP-- SIGN, 20 M (65.6 FT) NORTHEAST OF THE CENTER OF A
 DS2100'FIELD ENTRANCE, 1 M (3.3 FT) NORTHEAST OF AN ORANGE PLASTIC WITNESS
 DS2100'POST AND 1 M (3.3 FT) SOUTHWEST OF AN ORANGE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5336 ***********************************************************************
 DQ5336  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5336  DESIGNATION -  9A107
 DQ5336  PID         -  DQ5336
 DQ5336  STATE/COUNTY-  WI/VERNON
 DQ5336  COUNTRY     -  US
 DQ5336  USGS QUAD   -  VIROQUA (2018)
 DQ5336
 DQ5336                         *CURRENT SURVEY CONTROL
 DQ5336  ______________________________________________________________________
 DQ5336* NAD 83(2011) POSITION- 43 36 18.48321(N) 090 58 25.49098(W)   ADJUSTED
 DQ5336* NAD 83(2011) ELLIP HT-   309.919 (meters)        (06/29/17)   ADJUSTED
 DQ5336* NAD 83(2011) EPOCH   -  2010.00
 DQ5336* NAVD 88 ORTHO HEIGHT -   342.46  (meters)     1123.6   (feet) GPS OBS
 DQ5336  ______________________________________________________________________
 DQ5336  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5336  GEOID HEIGHT    -        -32.532 (meters)                     GEOID12B
 DQ5336  GEOID HEIGHT    -        -32.535 (meters)                     GEOID18
 DQ5336  NAD 83(2011) X  -    -78,616.711 (meters)                     COMP
 DQ5336  NAD 83(2011) Y  - -4,625,400.394 (meters)                     COMP
 DQ5336  NAD 83(2011) Z  -  4,376,641.069 (meters)                     COMP
 DQ5336  LAPLACE CORR    -        -10.08  (seconds)                    DEFLEC18
 DQ5336
 DQ5336  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5336  Standards:
 DQ5336         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5336            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5336  -------------------------------------------------------------------
 DQ5336  NETWORK    0.68   0.67           0.31   0.23   0.34     -0.05103264
 DQ5336  -------------------------------------------------------------------
 DQ5336  Click here for local accuracies and other accuracy information.
 DQ5336
 DQ5336.The horizontal coordinates were established by GPS observations
 DQ5336.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DQ5336
 DQ5336.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5336.been affixed to the stable North American tectonic plate. See 
 DQ5336.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5336
 DQ5336.The horizontal coordinates are valid at the epoch date displayed above
 DQ5336.which is a decimal equivalence of Year/Month/Day.
 DQ5336
 DQ5336.The orthometric height was determined by GPS observations and a
 DQ5336.high-resolution geoid model using precise GPS observation and
 DQ5336.processing techniques.
 DQ5336
 DQ5336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5336.GEOID18 height accuracy estimate available here.
 DQ5336
 DQ5336.Click photographs - Photos may exist for this station.
 DQ5336
 DQ5336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5336
 DQ5336.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5336
 DQ5336.The ellipsoidal height was determined by GPS observations
 DQ5336.and is referenced to NAD 83.
 DQ5336
 DQ5336. The following values were computed from the NAD 83(2011) position.
 DQ5336
 DQ5336;                    North         East     Units Scale Factor Converg.
 DQ5336;SPC WI S     -   178,774.969   521,389.911   MT  0.99993886   -0 40 08.6
 DQ5336;SPC WI S     -   586,530.88  1,710,593.40   sFT  0.99993886   -0 40 08.6
 DQ5336;UTM  15      - 4,830,012.189   663,528.225   MT  0.99992894   +1 23 52.0
 DQ5336
 DQ5336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5336!SPC WI S     -   0.99995140  x   0.99993886  =   0.99989027
 DQ5336!UTM  15      -   0.99995140  x   0.99992894  =   0.99988035
 DQ5336
 DQ5336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6352830012(NAD 83)
 DQ5336
 DQ5336                          SUPERSEDED SURVEY CONTROL
 DQ5336
 DQ5336.No superseded survey control is available for this station.
 DQ5336
 DQ5336_MARKER: DD = SURVEY DISK
 DQ5336_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ5336_SP_SET: BOX CULVERT
 DQ5336_STAMPING: 9A107 2013
 DQ5336_MARK LOGO: WIDT
 DQ5336_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ5336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5336+STABILITY: SURFACE MOTION
 DQ5336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5336+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DQ5336
 DQ5336  HISTORY     - Date     Condition        Report By
 DQ5336  HISTORY     - 2013     MONUMENTED       WIDT
 DQ5336  HISTORY     - 20160627 GOOD             WIDT
 DQ5336
 DQ5336                          STATION DESCRIPTION
 DQ5336
 DQ5336'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5336'THE STATION IS 7 MI (11.3 KM) SOUTHEAST OF CHASEBURG, 7 MI (11.3 KM)
 DQ5336'SOUTHWEST OF WESTBY AND 6 MI (9.7 KM) NORTHWEST OF VIROQUA.
 DQ5336'
 DQ5336'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DQ5336'HIGHWAY Y ABOUT 4 MI (6.4 KM) NORTHWEST OF THE CITY OF VIROQUA, GO
 DQ5336'WEST ON COUNTY HIGHWAY Y FOR 0.9 MI (1.4 KM) TO A RIGHT CURVE IN THE
 DQ5336'HIGHWAY AND HAASE LANE ON THE LEFT.  CURVE RIGHT AND CONTINUE
 DQ5336'NORTHWEST ON COUNTY HIGHWAY Y FOR 0.3 MI (0.5 KM) TO A BOX CULVERT AND
 DQ5336'THE STATION ON THE RIGHT.
 DQ5336'
 DQ5336'THE STATION IS AN BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5336'GEODETIC SURVEY CONTROL STATION DISK SET IN THE SOUTH END OF THE EAST
 DQ5336'CONCRETE HEADWALL OF A BOX CULVERT OVER A DRY CREEK BED.  THE STATION
 DQ5336'IS 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY Y, 42 M
 DQ5336'(137.8 FT) NORTH OF THE CENTER OF A DRIVEWAY -E5604-, 12 M (39.4 FT)
 DQ5336'SOUTH OF THE CENTER OF A DRIVEWAY -E5594- AND 1.3 M (4.3 FT) NORTHWEST
 DQ5336'OF A WHITE PLASTIC WITNESS POST.
 DQ5336'
 DQ5336'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH AND TO THE
 DQ5336'NORTHWEST OF THE STATION EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5335 ***********************************************************************
 DQ5335  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5335  DESIGNATION -  9A108
 DQ5335  PID         -  DQ5335
 DQ5335  STATE/COUNTY-  WI/VERNON
 DQ5335  COUNTRY     -  US
 DQ5335  USGS QUAD   -  COON VALLEY (2018)
 DQ5335
 DQ5335                         *CURRENT SURVEY CONTROL
 DQ5335  ______________________________________________________________________
 DQ5335* NAD 83(2011) POSITION- 43 38 14.08057(N) 091 06 39.73812(W)   ADJUSTED
 DQ5335* NAD 83(2011) ELLIP HT-   331.271 (meters)        (06/29/17)   ADJUSTED
 DQ5335* NAD 83(2011) EPOCH   -  2010.00
 DQ5335* NAVD 88 ORTHO HEIGHT -   363.29  (meters)     1191.9   (feet) GPS OBS
 DQ5335  ______________________________________________________________________
 DQ5335  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5335  GEOID HEIGHT    -        -32.022 (meters)                     GEOID12B
 DQ5335  GEOID HEIGHT    -        -32.022 (meters)                     GEOID18
 DQ5335  NAD 83(2011) X  -    -89,652.329 (meters)                     COMP
 DQ5335  NAD 83(2011) Y  - -4,622,753.274 (meters)                     COMP
 DQ5335  NAD 83(2011) Z  -  4,379,238.588 (meters)                     COMP
 DQ5335  LAPLACE CORR    -         -8.45  (seconds)                    DEFLEC18
 DQ5335
 DQ5335  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5335  Standards:
 DQ5335         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5335            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5335  -------------------------------------------------------------------
 DQ5335  NETWORK    0.64   0.74           0.29   0.22   0.38      0.01520181
 DQ5335  -------------------------------------------------------------------
 DQ5335  Click here for local accuracies and other accuracy information.
 DQ5335
 DQ5335.The horizontal coordinates were established by GPS observations
 DQ5335.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DQ5335
 DQ5335.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5335.been affixed to the stable North American tectonic plate. See 
 DQ5335.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5335
 DQ5335.The horizontal coordinates are valid at the epoch date displayed above
 DQ5335.which is a decimal equivalence of Year/Month/Day.
 DQ5335
 DQ5335.The orthometric height was determined by GPS observations and a
 DQ5335.high-resolution geoid model using precise GPS observation and
 DQ5335.processing techniques.
 DQ5335
 DQ5335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5335.GEOID18 height accuracy estimate available here.
 DQ5335
 DQ5335.Click photographs - Photos may exist for this station.
 DQ5335
 DQ5335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5335
 DQ5335.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5335
 DQ5335.The ellipsoidal height was determined by GPS observations
 DQ5335.and is referenced to NAD 83.
 DQ5335
 DQ5335. The following values were computed from the NAD 83(2011) position.
 DQ5335
 DQ5335;                    North         East     Units Scale Factor Converg.
 DQ5335;SPC WI S     -   182,480.605   510,354.642   MT  0.99994101   -0 45 48.2
 DQ5335;SPC WI S     -   598,688.45  1,674,388.52   sFT  0.99994101   -0 45 48.2
 DQ5335;UTM  15      - 4,833,317.278   652,366.846   MT  0.99988556   +1 18 13.7
 DQ5335
 DQ5335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5335!SPC WI S     -   0.99994806  x   0.99994101  =   0.99988907
 DQ5335!UTM  15      -   0.99994806  x   0.99988556  =   0.99983362
 DQ5335
 DQ5335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5236633317(NAD 83)
 DQ5335
 DQ5335                          SUPERSEDED SURVEY CONTROL
 DQ5335
 DQ5335.No superseded survey control is available for this station.
 DQ5335
 DQ5335_MARKER: DD = SURVEY DISK
 DQ5335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5335_STAMPING: 9A108 2013
 DQ5335_MARK LOGO: WIDT
 DQ5335_PROJECTION: FLUSH
 DQ5335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5335+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DQ5335
 DQ5335  HISTORY     - Date     Condition        Report By
 DQ5335  HISTORY     - 2013     MONUMENTED       WIDT
 DQ5335  HISTORY     - 20160627 GOOD             WIDT
 DQ5335
 DQ5335                          STATION DESCRIPTION
 DQ5335
 DQ5335'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5335'THE STATION IS 7 MI (11.3 KM) NORTHEAST OF GENOA, AND 5.5 MI (8.8 KM)
 DQ5335'EAST-SOUTHEAST OF STODDARD.
 DQ5335'
 DQ5335'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 WITH
 DQ5335'COUNTY HIGHWAY K IN THE VILLAGE OF CHASEBURG, GO SOUTH ON COUNTY
 DQ5335'HIGHWAY K FOR 2.0 MI (3.2 KM) TO BUNKER HILL LANE ON THE RIGHT.  TURN
 DQ5335'RIGHT AND GO WEST ON BUNKER HILL LANE FOR 0.1 MI (0.2 KM) TO THE
 DQ5335'STATION ON THE LEFT.
 DQ5335'
 DQ5335'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5335'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM
 DQ5335'(16 INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DQ5335'0.5 M (1.6 FT) HIGHER THAN PAVEMENT GRADE.
 DQ5335'
 DQ5335'THE STATION IS 8.3 M (27.2 FT) SOUTH OF THE CENTERLINE OF BUNKER HILL
 DQ5335'ROAD, 94 M (308.4 FT) WEST OF A WOODEN POST FOR A -STOP- SIGN, 51.4 M
 DQ5335'(168.6 FT) EAST-SOUTHEAST OF A WOODEN POST FOR A -CURVE ARROW- SIGN,
 DQ5335'18 M (59.1 FT) EAST OF A FIELD ENTRANCE AND 0.5 M (1.6 FT) NORTH OF AN
 DQ5335'ORANGE PLASTIC WITNESS POST.
 DQ5335'
 DQ5335'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5335'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5342 ***********************************************************************
 DQ5342  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5342  DESIGNATION -  9A109
 DQ5342  PID         -  DQ5342
 DQ5342  STATE/COUNTY-  WI/DUNN
 DQ5342  COUNTRY     -  US
 DQ5342  USGS QUAD   -  RIDGELAND NE (2018)
 DQ5342
 DQ5342                         *CURRENT SURVEY CONTROL
 DQ5342  ______________________________________________________________________
 DQ5342* NAD 83(2011) POSITION- 45 08 57.34824(N) 091 47 59.84308(W)   ADJUSTED
 DQ5342* NAD 83(2011) ELLIP HT-   283.511 (meters)        (08/14/17)   ADJUSTED
 DQ5342* NAD 83(2011) EPOCH   -  2010.00
 DQ5342* NAVD 88 ORTHO HEIGHT -   314.06  (meters)     1030.4   (feet) GPS OBS
 DQ5342  ______________________________________________________________________
 DQ5342  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5342  GEOID HEIGHT    -        -30.545 (meters)                     GEOID12B
 DQ5342  GEOID HEIGHT    -        -30.544 (meters)                     GEOID18
 DQ5342  NAD 83(2011) X  -   -141,534.899 (meters)                     COMP
 DQ5342  NAD 83(2011) Y  - -4,503,822.634 (meters)                     COMP
 DQ5342  NAD 83(2011) Z  -  4,499,263.686 (meters)                     COMP
 DQ5342  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 DQ5342
 DQ5342  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5342  Standards:
 DQ5342         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5342            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5342  -------------------------------------------------------------------
 DQ5342  NETWORK    0.42   0.74           0.19   0.15   0.38     -0.09905072
 DQ5342  -------------------------------------------------------------------
 DQ5342  Click here for local accuracies and other accuracy information.
 DQ5342
 DQ5342.The horizontal coordinates were established by GPS observations
 DQ5342.and adjusted by the WI DEPT OF TRANSP in August 2017.
 DQ5342
 DQ5342.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5342.been affixed to the stable North American tectonic plate. See 
 DQ5342.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5342
 DQ5342.The horizontal coordinates are valid at the epoch date displayed above
 DQ5342.which is a decimal equivalence of Year/Month/Day.
 DQ5342
 DQ5342.The orthometric height was determined by GPS observations and a
 DQ5342.high-resolution geoid model using precise GPS observation and
 DQ5342.processing techniques.
 DQ5342
 DQ5342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5342.GEOID18 height accuracy estimate available here.
 DQ5342
 DQ5342.Click photographs - Photos may exist for this station.
 DQ5342
 DQ5342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5342
 DQ5342.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5342
 DQ5342.The ellipsoidal height was determined by GPS observations
 DQ5342.and is referenced to NAD 83.
 DQ5342
 DQ5342. The following values were computed from the NAD 83(2011) position.
 DQ5342
 DQ5342;                    North         East     Units Scale Factor Converg.
 DQ5342;SPC WI C     -   147,795.026   458,466.478   MT  0.99995205   -1 16 12.0
 DQ5342;SPC WI C     -   484,890.85  1,504,152.10   sFT  0.99995205   -1 16 12.0
 DQ5342;UTM  15      - 5,000,232.322   594,335.872   MT  0.99970942   +0 51 03.0
 DQ5342
 DQ5342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5342!SPC WI C     -   0.99995555  x   0.99995205  =   0.99990760
 DQ5342!UTM  15      -   0.99995555  x   0.99970942  =   0.99966498
 DQ5342
 DQ5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9433500232(NAD 83)
 DQ5342
 DQ5342                          SUPERSEDED SURVEY CONTROL
 DQ5342
 DQ5342.No superseded survey control is available for this station.
 DQ5342
 DQ5342_MARKER: DD = SURVEY DISK
 DQ5342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5342_STAMPING: 9A109 2014
 DQ5342_MARK LOGO: WIDT
 DQ5342_PROJECTION: FLUSH
 DQ5342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5342+STABILITY: SURFACE MOTION
 DQ5342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5342+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2016
 DQ5342
 DQ5342  HISTORY     - Date     Condition        Report By
 DQ5342  HISTORY     - 2014     MONUMENTED       WIDT
 DQ5342  HISTORY     - 20160906 GOOD             WIDT
 DQ5342
 DQ5342                          STATION DESCRIPTION
 DQ5342
 DQ5342'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5342'THE STATION IS 13 MI (20.9 KM) SOUTHWEST OF CHETEK, 9 MI (14.5 KM)
 DQ5342'NORTHEAST OF WHEELER AND 7.5 MI (12.1 KM) SOUTH OF DALLAS.
 DQ5342'
 DQ5342'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DQ5342'HIGHWAY M NORTH, ABOUT 10 MI (16.1 KM) WEST-NORTHWEST OF THE CITY OF
 DQ5342'BLOOMER AND 1.5 MI (2.4 KM) SOUTH OF THE COMMUNITY OF SAND CREEK, GO
 DQ5342'WEST ON STATE HIGHWAY 64 FOR 5.05 MI (8.13 KM) TO COUNTY HIGHWAY W
 DQ5342'NORTH.  TURN RIGHT AND GO NORTH THEN CURVE NORTHWEST ON COUNTY HIGHWAY
 DQ5342'W FOR 1.1 MI (1.8 KM) TO 1290TH AVENUE ON THE RIGHT, CONTINUE
 DQ5342'NORTHWEST ON COUNTY HIGHWAY W FOR 0.05 MI (0.08 KM) AND THE STATION ON
 DQ5342'THE RIGHT.
 DQ5342'
 DQ5342'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5342'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ5342'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DQ5342'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8 M (26.2 FT)
 DQ5342'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY W, 46 M (150.9 FT)
 DQ5342'NORTHWEST OF THE CENTERLINE OF 1290TH AVENUE, 1 M (3.3 FT) SOUTH OF A
 DQ5342'BARBED WIRE FENCE AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ5342'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DQ5342'
 DQ5342'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5342'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5334 ***********************************************************************
 DQ5334  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5334  DESIGNATION -  9A110
 DQ5334  PID         -  DQ5334
 DQ5334  STATE/COUNTY-  WI/LA CROSSE
 DQ5334  COUNTRY     -  US
 DQ5334  USGS QUAD   -  MIDDLE RIDGE (2018)
 DQ5334
 DQ5334                         *CURRENT SURVEY CONTROL
 DQ5334  ______________________________________________________________________
 DQ5334* NAD 83(2011) POSITION- 43 49 31.70924(N) 090 54 39.35943(W)   ADJUSTED
 DQ5334* NAD 83(2011) ELLIP HT-   381.715 (meters)        (06/29/17)   ADJUSTED
 DQ5334* NAD 83(2011) EPOCH   -  2010.00
 DQ5334* NAVD 88 ORTHO HEIGHT -   414.46  (meters)     1359.8   (feet) GPS OBS
 DQ5334  ______________________________________________________________________
 DQ5334  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5334  GEOID HEIGHT    -        -32.744 (meters)                     GEOID12B
 DQ5334  GEOID HEIGHT    -        -32.751 (meters)                     GEOID18
 DQ5334  NAD 83(2011) X  -    -73,277.600 (meters)                     COMP
 DQ5334  NAD 83(2011) Y  - -4,608,618.485 (meters)                     COMP
 DQ5334  NAD 83(2011) Z  -  4,394,386.299 (meters)                     COMP
 DQ5334  LAPLACE CORR    -         -7.97  (seconds)                    DEFLEC18
 DQ5334
 DQ5334  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5334  Standards:
 DQ5334         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5334            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5334  -------------------------------------------------------------------
 DQ5334  NETWORK    0.65   0.71           0.30   0.22   0.36     -0.01029220
 DQ5334  -------------------------------------------------------------------
 DQ5334  Click here for local accuracies and other accuracy information.
 DQ5334
 DQ5334.The horizontal coordinates were established by GPS observations
 DQ5334.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DQ5334
 DQ5334.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5334.been affixed to the stable North American tectonic plate. See 
 DQ5334.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5334
 DQ5334.The horizontal coordinates are valid at the epoch date displayed above
 DQ5334.which is a decimal equivalence of Year/Month/Day.
 DQ5334
 DQ5334.The orthometric height was determined by GPS observations and a
 DQ5334.high-resolution geoid model using precise GPS observation and
 DQ5334.processing techniques.
 DQ5334
 DQ5334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5334.GEOID18 height accuracy estimate available here.
 DQ5334
 DQ5334.Click photographs - Photos may exist for this station.
 DQ5334
 DQ5334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5334
 DQ5334.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5334
 DQ5334.The ellipsoidal height was determined by GPS observations
 DQ5334.and is referenced to NAD 83.
 DQ5334
 DQ5334. The following values were computed from the NAD 83(2011) position.
 DQ5334
 DQ5334;                    North         East     Units Scale Factor Converg.
 DQ5334;SPC WI S     -   203,196.243   526,728.085   MT  0.99995993   -0 37 33.3
 DQ5334;SPC WI S     -   666,653.01  1,728,107.06   sFT  0.99995993   -0 37 33.3
 DQ5334;UTM  15      - 4,854,610.079   667,980.840   MT  0.99994708   +1 26 49.0
 DQ5334
 DQ5334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5334!SPC WI S     -   0.99994015  x   0.99995993  =   0.99990008
 DQ5334!UTM  15      -   0.99994015  x   0.99994708  =   0.99988723
 DQ5334
 DQ5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6798054610(NAD 83)
 DQ5334
 DQ5334                          SUPERSEDED SURVEY CONTROL
 DQ5334
 DQ5334.No superseded survey control is available for this station.
 DQ5334
 DQ5334_MARKER: DD = SURVEY DISK
 DQ5334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5334_STAMPING: 9A110 2013
 DQ5334_MARK LOGO: WIDT
 DQ5334_PROJECTION: FLUSH
 DQ5334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5334+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DQ5334
 DQ5334  HISTORY     - Date     Condition        Report By
 DQ5334  HISTORY     - 2013     MONUMENTED       WIDT
 DQ5334  HISTORY     - 20160627 GOOD             WIDT
 DQ5334
 DQ5334                          STATION DESCRIPTION
 DQ5334
 DQ5334'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5334'THE STATION IS 10 MI (16.1 KM) SOUTHEAST OF WEST SALEM, 8.5 MI (13.7
 DQ5334'KM) NORTHWEST OF CASHTON AND 7 MI (11.3 KM) WEST OF MELVINA.
 DQ5334'
 DQ5334'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 WITH COUNTY
 DQ5334'HIGHWAY J ABOUT 1 MI (1.6 KM) NORTH OF THE VILLAGE OF ROCKLAND, GO
 DQ5334'SOUTH ON COUNTY HIGHWAY J FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF
 DQ5334'COUNTY HIGHWAY Y (SOUTH) WITH COUNTY HIGHWAY J ON THE RIGHT, TURN
 DQ5334'RIGHT AND CONTINUE WEST-SOUTHWEST ON COUNTY HIGHWAY J FOR 3.8 MI (6.1
 DQ5334'KM) TO COUNTY HIGHWAY JJ ON THE RIGHT, CONTINUE SOUTH ON COUNTY
 DQ5334'HIGHWAY J FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DQ5334'
 DQ5334'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5334'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DQ5334'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DQ5334'LEVEL WITH THE PAVEMENT.  THE STATION IS 8.0 M (26.2 FT) WEST OF THE
 DQ5334'CENTERLINE OF COUNTY HIGHWAY J, 45.0 M (147.6 FT) SOUTHWEST OF A POWER
 DQ5334'POLE, 32.0 M (105.0 FT) NORTHWEST OF A POWER POLE, 2.0 M (6.6 FT) EAST
 DQ5334'OF A CULTIVATION FIELD AND IS LOCATED IN BETWEEN TWO ORANGE 4X4
 DQ5334'PLASTIC GUARD POSTS.
 DQ5334'
 DQ5334'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5334'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5355 ***********************************************************************
 DQ5355  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5355  DESIGNATION -  9A111
 DQ5355  PID         -  DQ5355
 DQ5355  STATE/COUNTY-  WI/EAU CLAIRE
 DQ5355  COUNTRY     -  US
 DQ5355  USGS QUAD   -  AUGUSTA WEST (2018)
 DQ5355
 DQ5355                         *CURRENT SURVEY CONTROL
 DQ5355  ______________________________________________________________________
 DQ5355* NAD 83(2011) POSITION- 44 43 03.90085(N) 091 08 31.07716(W)   ADJUSTED
 DQ5355* NAD 83(2011) ELLIP HT-   257.410 (meters)        (09/20/17)   ADJUSTED
 DQ5355* NAD 83(2011) EPOCH   -  2010.00
 DQ5355* NAVD 88 ORTHO HEIGHT -   288.97  (meters)      948.1   (feet) GPS OBS
 DQ5355  ______________________________________________________________________
 DQ5355  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5355  GEOID HEIGHT    -        -31.565 (meters)                     GEOID12B
 DQ5355  GEOID HEIGHT    -        -31.562 (meters)                     GEOID18
 DQ5355  NAD 83(2011) X  -    -90,479.015 (meters)                     COMP
 DQ5355  NAD 83(2011) Y  - -4,538,996.580 (meters)                     COMP
 DQ5355  NAD 83(2011) Z  -  4,465,295.777 (meters)                     COMP
 DQ5355  LAPLACE CORR    -         -6.39  (seconds)                    DEFLEC18
 DQ5355
 DQ5355  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5355  Standards:
 DQ5355         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5355            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5355  -------------------------------------------------------------------
 DQ5355  NETWORK    0.48   0.78           0.22   0.17   0.40     -0.03390178
 DQ5355  -------------------------------------------------------------------
 DQ5355  Click here for local accuracies and other accuracy information.
 DQ5355
 DQ5355.The horizontal coordinates were established by GPS observations
 DQ5355.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DQ5355
 DQ5355.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5355.been affixed to the stable North American tectonic plate. See 
 DQ5355.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5355
 DQ5355.The horizontal coordinates are valid at the epoch date displayed above
 DQ5355.which is a decimal equivalence of Year/Month/Day.
 DQ5355
 DQ5355.The orthometric height was determined by GPS observations and a
 DQ5355.high-resolution geoid model using precise GPS observation and
 DQ5355.processing techniques.
 DQ5355
 DQ5355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5355.GEOID18 height accuracy estimate available here.
 DQ5355
 DQ5355.Click photographs - Photos may exist for this station.
 DQ5355
 DQ5355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5355
 DQ5355.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5355
 DQ5355.The ellipsoidal height was determined by GPS observations
 DQ5355.and is referenced to NAD 83.
 DQ5355
 DQ5355. The following values were computed from the NAD 83(2011) position.
 DQ5355
 DQ5355;                    North         East     Units Scale Factor Converg.
 DQ5355;SPC WI C     -    98,910.971   509,526.643   MT  0.99994451   -0 48 20.7
 DQ5355;SPC WI C     -   324,510.41  1,671,671.99   sFT  0.99994451   -0 48 20.7
 DQ5355;UTM  15      - 4,953,275.997   647,158.988   MT  0.99986631   +1 18 27.3
 DQ5355
 DQ5355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5355!SPC WI C     -   0.99995964  x   0.99994451  =   0.99990415
 DQ5355!UTM  15      -   0.99995964  x   0.99986631  =   0.99982596
 DQ5355
 DQ5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4715853275(NAD 83)
 DQ5355
 DQ5355                          SUPERSEDED SURVEY CONTROL
 DQ5355
 DQ5355.No superseded survey control is available for this station.
 DQ5355
 DQ5355_MARKER: DD = SURVEY DISK
 DQ5355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5355_STAMPING: 9A111 2014
 DQ5355_MARK LOGO: WIDT
 DQ5355_PROJECTION: FLUSH
 DQ5355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5355+STABILITY: SURFACE MOTION
 DQ5355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5355+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2016
 DQ5355
 DQ5355  HISTORY     - Date     Condition        Report By
 DQ5355  HISTORY     - 2014     MONUMENTED       WIDT
 DQ5355  HISTORY     - 20160831 GOOD             WIDT
 DQ5355
 DQ5355                          STATION DESCRIPTION
 DQ5355
 DQ5355'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5355'THE STATION IS 12 MI (19.3 KM) NORTHWEST OF FAIRCHILD, 7.5 MI (12.1
 DQ5355'KM) EAST-SOUTHEAST OF FALL CREEK AND 2.5 MI (4.0 KM) NORTH-NORTHWEST
 DQ5355'OF AUGUSTA.
 DQ5355'
 DQ5355'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 (LINCOLN
 DQ5355'STREET) WITH STATE HIGHWAY 27 NORTH (BILLS STREET) IN THE CITY OF
 DQ5355'AUGUSTA, GO NORTH ON STATE HIGHWAY 27 FOR 2.3 MI (3.7 KM) TO SOLIE
 DQ5355'ROAD ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 27 FOR 0.4 MI (0.6
 DQ5355'KM) TO THE STATION ON THE RIGHT.
 DQ5355'
 DQ5355'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5355'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DQ5355'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M
 DQ5355'(3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 18 M (59.1
 DQ5355'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 27, 67 M (219.8 FT) SOUTH
 DQ5355'OF A -HISTORICAL MARKER 1/2 MI- SIGN POST, 8 M (26.2 FT)
 DQ5355'NORTH-NORTHWEST OF A TELEPHONE PEDESTAL AND LOCATED IN BETWEEN TWO
 DQ5355'ORANGE 4X4 PLASTIC GUARD POSTS.
 DQ5355'
 DQ5355'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5355'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5354 ***********************************************************************
 DQ5354  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5354  DESIGNATION -  9A112
 DQ5354  PID         -  DQ5354
 DQ5354  STATE/COUNTY-  WI/EAU CLAIRE
 DQ5354  COUNTRY     -  US
 DQ5354  USGS QUAD   -  LAKE EAU CLAIRE WEST (2018)
 DQ5354
 DQ5354                         *CURRENT SURVEY CONTROL
 DQ5354  ______________________________________________________________________
 DQ5354* NAD 83(2011) POSITION- 44 45 09.05108(N) 091 08 42.63039(W)   ADJUSTED
 DQ5354* NAD 83(2011) ELLIP HT-   252.395 (meters)        (09/20/17)   ADJUSTED
 DQ5354* NAD 83(2011) EPOCH   -  2010.00
 DQ5354* NAVD 88 ORTHO HEIGHT -   283.89  (meters)      931.4   (feet) GPS OBS
 DQ5354  ______________________________________________________________________
 DQ5354  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5354  GEOID HEIGHT    -        -31.502 (meters)                     GEOID12B
 DQ5354  GEOID HEIGHT    -        -31.498 (meters)                     GEOID18
 DQ5354  NAD 83(2011) X  -    -90,678.836 (meters)                     COMP
 DQ5354  NAD 83(2011) Y  - -4,536,269.340 (meters)                     COMP
 DQ5354  NAD 83(2011) Z  -  4,468,036.651 (meters)                     COMP
 DQ5354  LAPLACE CORR    -         -5.75  (seconds)                    DEFLEC18
 DQ5354
 DQ5354  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5354  Standards:
 DQ5354         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5354            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5354  -------------------------------------------------------------------
 DQ5354  NETWORK    0.52   0.84           0.24   0.18   0.43     -0.01216631
 DQ5354  -------------------------------------------------------------------
 DQ5354  Click here for local accuracies and other accuracy information.
 DQ5354
 DQ5354.The horizontal coordinates were established by GPS observations
 DQ5354.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DQ5354
 DQ5354.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5354.been affixed to the stable North American tectonic plate. See 
 DQ5354.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5354
 DQ5354.The horizontal coordinates are valid at the epoch date displayed above
 DQ5354.which is a decimal equivalence of Year/Month/Day.
 DQ5354
 DQ5354.The orthometric height was determined by GPS observations and a
 DQ5354.high-resolution geoid model using precise GPS observation and
 DQ5354.processing techniques.
 DQ5354
 DQ5354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5354.GEOID18 height accuracy estimate available here.
 DQ5354
 DQ5354.Click photographs - Photos may exist for this station.
 DQ5354
 DQ5354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5354
 DQ5354.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5354
 DQ5354.The ellipsoidal height was determined by GPS observations
 DQ5354.and is referenced to NAD 83.
 DQ5354
 DQ5354. The following values were computed from the NAD 83(2011) position.
 DQ5354
 DQ5354;                    North         East     Units Scale Factor Converg.
 DQ5354;SPC WI C     -   102,777.150   509,326.881   MT  0.99994302   -0 48 28.8
 DQ5354;SPC WI C     -   337,194.70  1,671,016.61   sFT  0.99994302   -0 48 28.8
 DQ5354;UTM  15      - 4,957,131.877   646,816.793   MT  0.99986507   +1 18 22.0
 DQ5354
 DQ5354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5354!SPC WI C     -   0.99996043  x   0.99994302  =   0.99990345
 DQ5354!UTM  15      -   0.99996043  x   0.99986507  =   0.99982550
 DQ5354
 DQ5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4681657131(NAD 83)
 DQ5354
 DQ5354                          SUPERSEDED SURVEY CONTROL
 DQ5354
 DQ5354.No superseded survey control is available for this station.
 DQ5354
 DQ5354_MARKER: DD = SURVEY DISK
 DQ5354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5354_STAMPING: 9A112 2014
 DQ5354_MARK LOGO: WIDT
 DQ5354_PROJECTION: FLUSH
 DQ5354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5354+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2016
 DQ5354
 DQ5354  HISTORY     - Date     Condition        Report By
 DQ5354  HISTORY     - 2014     MONUMENTED       WIDT
 DQ5354  HISTORY     - 20160831 GOOD             WIDT
 DQ5354
 DQ5354                          STATION DESCRIPTION
 DQ5354
 DQ5354'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5354'THE STATION IS 13.5 MI (21.7 KM) SOUTH OF CADOTT, 6.5 MI (10.5 KM)
 DQ5354'EAST OF FALL CREEK AND 5 MI (8.0 KM) NORTH OF AUGUSTA.
 DQ5354'
 DQ5354'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 (LINCOLN
 DQ5354'STREET) WITH STATE HIGHWAY 27 NORTH (BILLS STREET) IN THE CITY OF
 DQ5354'AUGUSTA, GO NORTH ON STATE HIGHWAY 27 FOR 5.1 MI (8.2 KM) TO COUNTY
 DQ5354'HIGHWAY SD ON THE RIGHT AND THE STATION ON THE LEFT.
 DQ5354'
 DQ5354'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5354'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DQ5354'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DQ5354'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 24.3 M (79.7 FT) WEST
 DQ5354'OF THE CENTERLINE OF STATE HIGHWAY 27, 53 M (173.9 FT) NORTH OF THE
 DQ5354'EXTENDED CENTERLINE OF COUNTY HIGHWAY SD, 34 M (111.5 FT) NORTHEAST OF
 DQ5354'A TELEPHONE PEDESTAL -100-1632-, 23 M (75.5 FT) NORTH OF THE CENTER OF
 DQ5354'A PRIVATE ENTRANCE -S 5550-, 3.6 M (11.8 FT) NORTHWEST OF THE SOUTH
 DQ5354'END OF A METAL GUARD RAIL AND IS LOCATED IN THE CENTER OF A TRIANGLE
 DQ5354'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ5354'
 DQ5354'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5354'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2095 ***********************************************************************
 DS2095  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2095  DESIGNATION -  9A113
 DS2095  PID         -  DS2095
 DS2095  STATE/COUNTY-  WI/JACKSON
 DS2095  COUNTRY     -  US
 DS2095  USGS QUAD   -  FAIRCHILD (2018)
 DS2095
 DS2095                         *CURRENT SURVEY CONTROL
 DS2095  ______________________________________________________________________
 DS2095* NAD 83(2011) POSITION- 44 31 58.82045(N) 090 58 21.58275(W)   ADJUSTED
 DS2095* NAD 83(2011) ELLIP HT-   304.820 (meters)        (05/22/24)   ADJUSTED
 DS2095* NAD 83(2011) EPOCH   -  2010.00
 DS2095* NAVD 88 ORTHO HEIGHT -   337.05  (meters)     1105.8   (feet) GPS OBS
 DS2095  ______________________________________________________________________
 DS2095  GEOID HEIGHT    -        -32.231 (meters)                     GEOID18
 DS2095  NAD 83(2011) X  -    -77,311.695 (meters)                     COMP
 DS2095  NAD 83(2011) Y  - -4,553,697.832 (meters)                     COMP
 DS2095  NAD 83(2011) Z  -  4,450,717.191 (meters)                     COMP
 DS2095  LAPLACE CORR    -         -6.79  (seconds)                    DEFLEC18
 DS2095
 DS2095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2095  Standards:
 DS2095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2095  -------------------------------------------------------------------
 DS2095  NETWORK    0.47   0.78           0.21   0.17   0.40      0.01342094
 DS2095  -------------------------------------------------------------------
 DS2095  Click here for local accuracies and other accuracy information.
 DS2095
 DS2095.The horizontal coordinates were established by GPS observations
 DS2095.and adjusted by the WI DEPT OF TRANSP in May 2024.
 DS2095
 DS2095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2095.been affixed to the stable North American tectonic plate. See 
 DS2095.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2095
 DS2095.The horizontal coordinates are valid at the epoch date displayed above
 DS2095.which is a decimal equivalence of Year/Month/Day.
 DS2095
 DS2095.The orthometric height was determined by GPS observations and a
 DS2095.high-resolution geoid model using precise GPS observation and
 DS2095.processing techniques.
 DS2095
 DS2095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2095.GEOID18 height accuracy estimate available here.
 DS2095
 DS2095.Click photographs - Photos may exist for this station.
 DS2095
 DS2095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2095
 DS2095.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2095
 DS2095.The ellipsoidal height was determined by GPS observations
 DS2095.and is referenced to NAD 83.
 DS2095
 DS2095. The following values were computed from the NAD 83(2011) position.
 DS2095
 DS2095;                    North         East     Units Scale Factor Converg.
 DS2095;SPC WI C     -    78,209.170   522,693.334   MT  0.99995854   -0 41 10.6
 DS2095;SPC WI C     -   256,591.25  1,714,869.71   sFT  0.99995854   -0 41 10.6
 DS2095;UTM  15      - 4,933,074.410   661,078.468   MT  0.99991908   +1 25 19.6
 DS2095
 DS2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2095!SPC WI C     -   0.99995221  x   0.99995854  =   0.99991075
 DS2095!UTM  15      -   0.99995221  x   0.99991908  =   0.99987129
 DS2095
 DS2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6107833074(NAD 83)
 DS2095
 DS2095                          SUPERSEDED SURVEY CONTROL
 DS2095
 DS2095.No superseded survey control is available for this station.
 DS2095
 DS2095_MARKER: DD = SURVEY DISK
 DS2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2095_STAMPING: 9A113 2014
 DS2095_MARK LOGO: WIDT
 DS2095_PROJECTION: FLUSH
 DS2095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2095+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2024
 DS2095
 DS2095  HISTORY     - Date     Condition        Report By
 DS2095  HISTORY     - 2014     MONUMENTED       WIDT
 DS2095  HISTORY     - 20240130 GOOD             WIDT
 DS2095
 DS2095                          STATION DESCRIPTION
 DS2095
 DS2095'DESCRIBED BY WI DEPT OF TRANSP 2024 (DJH)
 DS2095'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF ALMA
 DS2095'CENTER, 5.3 MI (8.5 KM) SOUTHEAST OF PRICE AND 4.7 MI (7.5 KM) SOUTH
 DS2095'OF FAIRCHILD.
 DS2095'
 DS2095'TO REACH THE STATION FROM THE JUNCTION OF USH 10 WITH USH 12 LOCATED
 DS2095'2.4 MI (3.9 KM) EAST OF FAIRCHILD, WI, GO SOUTH ON USH 12 FOR 4.4 MI
 DS2095'(7.1 KM) TO CTH B ON THE RIGHT, TURN RIGHT AND GO WEST ON CTH B FOR
 DS2095'3.1 MI (5.0 KM) TO STAGE ROAD, CONTINUE WEST ON CTH B FOR 0.4 MI (0.6
 DS2095'KM) TO THE STATION ON THE LEFT.
 DS2095'
 DS2095'THE STATION IS LOCATED 6.5 M (21.3 FT) SOUTH OF THE CENTERLINE OF CTH
 DS2095'B, 17 M (55.8 FT) SOUTH OF A POWER POLE --11109-- AND 17 M (55.8 FT)
 DS2095'SOUTH OF A WOOD PEDESTAL WITH AN ELECTRIC METER ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS2097 ***********************************************************************
 DS2097  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2097  DESIGNATION -  9A114
 DS2097  PID         -  DS2097
 DS2097  STATE/COUNTY-  WI/JACKSON
 DS2097  COUNTRY     -  US
 DS2097  USGS QUAD   -  FAIRCHILD (2018)
 DS2097
 DS2097                         *CURRENT SURVEY CONTROL
 DS2097  ______________________________________________________________________
 DS2097* NAD 83(2011) POSITION- 44 32 07.07762(N) 090 56 31.99761(W)   ADJUSTED
 DS2097* NAD 83(2011) ELLIP HT-   300.196 (meters)        (05/22/24)   ADJUSTED
 DS2097* NAD 83(2011) EPOCH   -  2010.00
 DS2097* NAVD 88 ORTHO HEIGHT -   332.50  (meters)     1090.9   (feet) GPS OBS
 DS2097  ______________________________________________________________________
 DS2097  GEOID HEIGHT    -        -32.308 (meters)                     GEOID18
 DS2097  NAD 83(2011) X  -    -74,889.384 (meters)                     COMP
 DS2097  NAD 83(2011) Y  - -4,553,556.230 (meters)                     COMP
 DS2097  NAD 83(2011) Z  -  4,450,895.642 (meters)                     COMP
 DS2097  LAPLACE CORR    -         -7.06  (seconds)                    DEFLEC18
 DS2097
 DS2097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2097  Standards:
 DS2097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2097  -------------------------------------------------------------------
 DS2097  NETWORK    0.43   0.73           0.19   0.16   0.37      0.03932741
 DS2097  -------------------------------------------------------------------
 DS2097  Click here for local accuracies and other accuracy information.
 DS2097
 DS2097.The horizontal coordinates were established by GPS observations
 DS2097.and adjusted by the WI DEPT OF TRANSP in May 2024.
 DS2097
 DS2097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2097.been affixed to the stable North American tectonic plate. See 
 DS2097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2097
 DS2097.The horizontal coordinates are valid at the epoch date displayed above
 DS2097.which is a decimal equivalence of Year/Month/Day.
 DS2097
 DS2097.The orthometric height was determined by GPS observations and a
 DS2097.high-resolution geoid model using precise GPS observation and
 DS2097.processing techniques.
 DS2097
 DS2097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2097.GEOID18 height accuracy estimate available here.
 DS2097
 DS2097.Click photographs - Photos may exist for this station.
 DS2097
 DS2097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2097
 DS2097.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2097
 DS2097.The ellipsoidal height was determined by GPS observations
 DS2097.and is referenced to NAD 83.
 DS2097
 DS2097. The following values were computed from the NAD 83(2011) position.
 DS2097
 DS2097;                    North         East     Units Scale Factor Converg.
 DS2097;SPC WI C     -    78,435.494   525,115.562   MT  0.99995830   -0 39 53.3
 DS2097;SPC WI C     -   257,333.78  1,722,816.64   sFT  0.99995830   -0 39 53.3
 DS2097;UTM  15      - 4,933,389.683   663,490.646   MT  0.99992871   +1 26 36.7
 DS2097
 DS2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2097!SPC WI C     -   0.99995293  x   0.99995830  =   0.99991123
 DS2097!UTM  15      -   0.99995293  x   0.99992871  =   0.99988165
 DS2097
 DS2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6349033389(NAD 83)
 DS2097
 DS2097                          SUPERSEDED SURVEY CONTROL
 DS2097
 DS2097.No superseded survey control is available for this station.
 DS2097
 DS2097_MARKER: DD = SURVEY DISK
 DS2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2097_STAMPING: 9A114 2014
 DS2097_MARK LOGO: WIDT
 DS2097_PROJECTION: FLUSH
 DS2097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS2097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2097+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2024
 DS2097
 DS2097  HISTORY     - Date     Condition        Report By
 DS2097  HISTORY     - 2014     MONUMENTED       WIDT
 DS2097  HISTORY     - 20240130 GOOD             WIDT
 DS2097
 DS2097                          STATION DESCRIPTION
 DS2097
 DS2097'DESCRIBED BY WI DEPT OF TRANSP 2024 (DJH)
 DS2097'THE STATION IS LOCATED ABOUT 6.9 MI (11.2 KM) NORTH-NORTHWEST OF ALMA
 DS2097'CENTER, 6.4 MI (10.3 KM) EAST-SOUTHEAST OF PRICE AND 4.6 MI (7.4 KM)
 DS2097'SOUTH-SOUTHEAST OF FAIRCHILD.
 DS2097'
 DS2097'TO REACH THE STATION FROM THE JUNCTION OF USH 10 WITH USH 12 LOCATED
 DS2097'2.4 MI (3.9 KM) EAST OF FAIRCHILD, WI, GO SOUTH ON USH 12 FOR 4.4 MI
 DS2097'(7.1 KM) TO CTH B ON THE RIGHT, TURN RIGHT AND GO WEST ON CTH B FOR
 DS2097'2.0 MI (3.2 KM) TO ALMA CENTER ROAD AND THE STATION ON THE RIGHT.
 DS2097'
 DS2097'THE STATION IS LOCATED 8.5 M (27.9 FT) NORTH OF THE CENTERLINE OF CTH
 DS2097'B, 56 M (183.7 FT) NORTHEAST OF A TELEPHONE PEDESTAL, 65 M (213.3 FT)
 DS2097'EAST OF THE CENTERLINE OF ALMA CENTER ROAD, 1.0 M (3.3 FT) EAST OF A
 DS2097'WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC
 DS2097'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5153 ***********************************************************************
 DQ5153  DESIGNATION -  9A115
 DQ5153  PID         -  DQ5153
 DQ5153  STATE/COUNTY-  WI/VERNON
 DQ5153  COUNTRY     -  US
 DQ5153  USGS QUAD   -  SUGAR GROVE (2018)
 DQ5153
 DQ5153                         *CURRENT SURVEY CONTROL
 DQ5153  ______________________________________________________________________
 DQ5153* NAD 83(1986) POSITION- 43 26 39.70   (N) 090 44 48.15   (W)   HD_HELD1
 DQ5153* NAVD 88 ORTHO HEIGHT -   235.605 (meters)      772.98  (feet) ADJUSTED
 DQ5153  ______________________________________________________________________
 DQ5153  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 DQ5153  DYNAMIC HEIGHT  -        235.548 (meters)      772.79  (feet) COMP
 DQ5153  MODELED GRAVITY -    980,371.7   (mgal)                       NAVD 88
 DQ5153
 DQ5153  VERT ORDER      -  SECOND    CLASS I
 DQ5153
 DQ5153.The horizontal coordinates were determined by differentially corrected
 DQ5153.hand held GPS observations or other comparable positioning techniques
 DQ5153.and have an estimated accuracy of +/- 3 meters.
 DQ5153
 DQ5153.The orthometric height was determined by differential leveling and
 DQ5153.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5153.in July 2017.
 DQ5153
 DQ5153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5153.GEOID18 height accuracy estimate available here.
 DQ5153
 DQ5153.Click photographs - Photos may exist for this station.
 DQ5153
 DQ5153.The dynamic height is computed by dividing the NAVD 88
 DQ5153.geopotential number by the normal gravity value computed on the
 DQ5153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5153.degrees latitude (g = 980.6199 gals.).
 DQ5153
 DQ5153.The modeled gravity was interpolated from observed gravity values.
 DQ5153
 DQ5153;                    North         East    Units  Estimated Accuracy
 DQ5153;SPC WI S     -   160,725.4     539,558.2     MT  (+/- 3 meters HH1 GPS) 
 DQ5153
 DQ5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8233512628(NAD 83)
 DQ5153
 DQ5153                          SUPERSEDED SURVEY CONTROL
 DQ5153
 DQ5153.No superseded survey control is available for this station.
 DQ5153
 DQ5153_MARKER: DD = SURVEY DISK
 DQ5153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ5153_SP_SET: BOX CULVERT
 DQ5153_STAMPING: 9A115 2016
 DQ5153_MARK LOGO: WIDT
 DQ5153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ5153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5153+STABILITY: SURFACE MOTION
 DQ5153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5153+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5153
 DQ5153  HISTORY     - Date     Condition        Report By
 DQ5153  HISTORY     - 2016     MONUMENTED       WIDT
 DQ5153  HISTORY     - 20160710 GOOD             WIDT
 DQ5153
 DQ5153                          STATION DESCRIPTION
 DQ5153
 DQ5153'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5153'THE STATION IS 6 MI (9.7 KM) SOUTHWEST OF VIOLA, 3.5 MI (5.6 KM) NORTH
 DQ5153'OF SOLDIERS GROVE AND 1 MI (1.6 KM) EAST OF READSTOWN.
 DQ5153'
 DQ5153'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE
 DQ5153'HIGHWAY 131 IN THE VILLAGE OF READSTOWN, GO EAST ON US HIGHWAY 14 FOR
 DQ5153'0.65 MI (1.05 KM) TO A SMALL BOX CULVERT ON THE LEFT, WHICH IS LOCATED
 DQ5153'IN BETWEEN TWO GRAVEL DRIVEWAYS -598E- AND E10110- AND THE STATION ON
 DQ5153'THE LEFT.
 DQ5153'
 DQ5153'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5153'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE WEST
 DQ5153'SIDE OF THE NORTH END OF A CONCRETE BOX CULVERT C-62-2-.
 DQ5153'
 DQ5153'THE STATION IS 9.8 M (32.2 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DQ5153'14, 0.1 MI (0.2 KM) WEST OF SUGAR GROVE ROAD, 13 M (42.7 FT) EAST OF
 DQ5153'THE CENTER OF GRAVEL DRIVEWAY FOR A RESIDENCE -598E-, 11 M (36.1 FT)
 DQ5153'WEST OF THE CENTER OF DRIVEWAY FOR READSTOWN MINI STORAGE -E10110 US
 DQ5153'HIGHWAY 14- AND 1.2 M (3.9 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS
 DQ5153'POST.
 DQ5153'
 DQ5153'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ5153'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5152 ***********************************************************************
 DQ5152  DESIGNATION -  9A116
 DQ5152  PID         -  DQ5152
 DQ5152  STATE/COUNTY-  WI/VERNON
 DQ5152  COUNTRY     -  US
 DQ5152  USGS QUAD   -  SUGAR GROVE (2018)
 DQ5152
 DQ5152                         *CURRENT SURVEY CONTROL
 DQ5152  ______________________________________________________________________
 DQ5152* NAD 83(1986) POSITION- 43 26 54.09   (N) 090 43 14.26   (W)   HD_HELD1
 DQ5152* NAVD 88 ORTHO HEIGHT -   255.596 (meters)      838.57  (feet) ADJUSTED
 DQ5152  ______________________________________________________________________
 DQ5152  GEOID HEIGHT    -        -33.276 (meters)                     GEOID18
 DQ5152  DYNAMIC HEIGHT  -        255.533 (meters)      838.36  (feet) COMP
 DQ5152  MODELED GRAVITY -    980,369.5   (mgal)                       NAVD 88
 DQ5152
 DQ5152  VERT ORDER      -  SECOND    CLASS I
 DQ5152
 DQ5152.The horizontal coordinates were determined by differentially corrected
 DQ5152.hand held GPS observations or other comparable positioning techniques
 DQ5152.and have an estimated accuracy of +/- 3 meters.
 DQ5152
 DQ5152.The orthometric height was determined by differential leveling and
 DQ5152.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5152.in July 2017.
 DQ5152
 DQ5152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5152.GEOID18 height accuracy estimate available here.
 DQ5152
 DQ5152.Click photographs - Photos may exist for this station.
 DQ5152
 DQ5152.The dynamic height is computed by dividing the NAVD 88
 DQ5152.geopotential number by the normal gravity value computed on the
 DQ5152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5152.degrees latitude (g = 980.6199 gals.).
 DQ5152
 DQ5152.The modeled gravity was interpolated from observed gravity values.
 DQ5152
 DQ5152;                    North         East    Units  Estimated Accuracy
 DQ5152;SPC WI S     -   161,150.9     541,673.0     MT  (+/- 3 meters HH1 GPS) 
 DQ5152
 DQ5152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8443413129(NAD 83)
 DQ5152
 DQ5152                          SUPERSEDED SURVEY CONTROL
 DQ5152
 DQ5152.No superseded survey control is available for this station.
 DQ5152
 DQ5152_MARKER: DD = SURVEY DISK
 DQ5152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5152_STAMPING: 9A116 2015
 DQ5152_MARK LOGO: WIDT
 DQ5152_PROJECTION: PROJECTING 15 CENTIMETERS
 DQ5152_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5152+STABILITY: SURFACE MOTION
 DQ5152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5152+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5152
 DQ5152  HISTORY     - Date     Condition        Report By
 DQ5152  HISTORY     - 2015     MONUMENTED       WIDT
 DQ5152  HISTORY     - 20160710 GOOD             WIDT
 DQ5152
 DQ5152                          STATION DESCRIPTION
 DQ5152
 DQ5152'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5152'THE STATION IS 5 MI (8.0 KM) SOUTHWEST OF VIOLA, 5 MI (8.0 KM)
 DQ5152'NORTHEAST OF SOLDIERS GROVE AND 2 MI (3.2 KM) EAST OF READSTOWN.
 DQ5152'
 DQ5152'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE
 DQ5152'HIGHWAY 131 IN THE VILLAGE OF READSTOWN, GO EAST ON US HIGHWAY 14 FOR
 DQ5152'2.0 MI (3.2 KM) TO ESPE ROAD ON THE RIGHT AND THE STATION ON THE
 DQ5152'RIGHT.
 DQ5152'
 DQ5152'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5152'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 40 CM (16
 DQ5152'INCHES) CONCRETE POST, APPROXIMATELY 1 M (3.3 FT) LOWER THAN HIGHWAY
 DQ5152'GRADE.
 DQ5152'
 DQ5152'THE STATION IS 23.3 M (76.4 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY
 DQ5152'14, 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF ESPE ROAD, 9.0 M (29.5
 DQ5152'FT) SOUTH A METAL POST FOR A ROAD SIGN -HWY 14 AND ESPE ROAD-, 3.6 M
 DQ5152'(11.8 FT) WEST-SOUTHWEST OF THE SOUTH END OF A CONCRETE CURB AND
 DQ5152'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ5152'WITNESS POSTS.
 DQ5152'
 DQ5152'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTHEAST AND
 DQ5152'SOUTHWEST EXTENDING 25 DEGREES ABOVE THE HORIZON AND TREES TOT HE
 DQ5152'NORTH EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5151 ***********************************************************************
 DQ5151  DESIGNATION -  9A117
 DQ5151  PID         -  DQ5151
 DQ5151  STATE/COUNTY-  WI/VERNON
 DQ5151  COUNTRY     -  US
 DQ5151  USGS QUAD   -  SUGAR GROVE (2018)
 DQ5151
 DQ5151                         *CURRENT SURVEY CONTROL
 DQ5151  ______________________________________________________________________
 DQ5151* NAD 83(1986) POSITION- 43 26 39.42   (N) 090 42 04.93   (W)   HD_HELD1
 DQ5151* NAVD 88 ORTHO HEIGHT -   295.769 (meters)      970.37  (feet) ADJUSTED
 DQ5151  ______________________________________________________________________
 DQ5151  GEOID HEIGHT    -        -33.319 (meters)                     GEOID18
 DQ5151  DYNAMIC HEIGHT  -        295.695 (meters)      970.13  (feet) COMP
 DQ5151  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 DQ5151
 DQ5151  VERT ORDER      -  SECOND    CLASS I
 DQ5151
 DQ5151.The horizontal coordinates were determined by differentially corrected
 DQ5151.hand held GPS observations or other comparable positioning techniques
 DQ5151.and have an estimated accuracy of +/- 3 meters.
 DQ5151
 DQ5151.The orthometric height was determined by differential leveling and
 DQ5151.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5151.in July 2017.
 DQ5151
 DQ5151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5151.GEOID18 height accuracy estimate available here.
 DQ5151
 DQ5151.Click photographs - Photos may exist for this station.
 DQ5151
 DQ5151.The dynamic height is computed by dividing the NAVD 88
 DQ5151.geopotential number by the normal gravity value computed on the
 DQ5151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5151.degrees latitude (g = 980.6199 gals.).
 DQ5151
 DQ5151.The modeled gravity was interpolated from observed gravity values.
 DQ5151
 DQ5151;                    North         East    Units  Estimated Accuracy
 DQ5151;SPC WI S     -   160,684.9     543,227.9     MT  (+/- 3 meters HH1 GPS) 
 DQ5151
 DQ5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8600412720(NAD 83)
 DQ5151
 DQ5151                          SUPERSEDED SURVEY CONTROL
 DQ5151
 DQ5151.No superseded survey control is available for this station.
 DQ5151
 DQ5151_MARKER: DD = SURVEY DISK
 DQ5151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ5151_SP_SET: BOX CULVERT
 DQ5151_STAMPING: 9A117 2016
 DQ5151_MARK LOGO: WIDT
 DQ5151_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ5151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5151+STABILITY: SURFACE MOTION
 DQ5151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5151+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5151
 DQ5151  HISTORY     - Date     Condition        Report By
 DQ5151  HISTORY     - 2016     MONUMENTED       WIDT
 DQ5151  HISTORY     - 20160710 GOOD             WIDT
 DQ5151
 DQ5151                          STATION DESCRIPTION
 DQ5151
 DQ5151'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5151'THE STATION IS 5 MI (8.0 KM) NORTHEAST OF SOLDIERS GROVE, 5 MI (8.0
 DQ5151'KM) SOUTH OF VIOLA AND 3 MI (4.8 KM) EAST OF READSTOWN.
 DQ5151'
 DQ5151'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE
 DQ5151'HIGHWAY 131 IN THE VILLAGE OF READSTOWN, GO EAST ON US HIGHWAY 14 FOR
 DQ5151'3.2 MI (5.1 KM) TO MOORE ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DQ5151'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5151'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE NORTH
 DQ5151'SIDE OF THE EAST END OF A CONCRETE BOX CULVERT C-62-97-, ABOUT 1 M
 DQ5151'(3.3 FT) LOWER THAN HIGHWAY GRADE.
 DQ5151'
 DQ5151'THE STATION IS 14.6 M (47.9 FT) NORTHEAST OF THE CENTERLINE OF US
 DQ5151'HIGHWAY 14, 40 M (131.2 FT) NORTHWEST OF MOORE ROAD AND 0.6 M (2.0 FT)
 DQ5151'WEST OF A WHITE PLASTIC WITNESS POST.
 DQ5151'
 DQ5151'NOTE-THIS STATION IS OBSTRUCTED BY TREES IN ALL DIRECTIONS EXTENDING
 DQ5151'HIGHER THAN 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5150 ***********************************************************************
 DQ5150  DESIGNATION -  9A118
 DQ5150  PID         -  DQ5150
 DQ5150  STATE/COUNTY-  WI/RICHLAND
 DQ5150  COUNTRY     -  US
 DQ5150  USGS QUAD   -  SUGAR GROVE (2018)
 DQ5150
 DQ5150                         *CURRENT SURVEY CONTROL
 DQ5150  ______________________________________________________________________
 DQ5150* NAD 83(1986) POSITION- 43 25 01.32   (N) 090 38 33.21   (W)   HD_HELD1
 DQ5150* NAVD 88 ORTHO HEIGHT -   375.163 (meters)     1230.85  (feet) ADJUSTED
 DQ5150  ______________________________________________________________________
 DQ5150  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 DQ5150  DYNAMIC HEIGHT  -        375.064 (meters)     1230.52  (feet) COMP
 DQ5150  MODELED GRAVITY -    980,345.5   (mgal)                       NAVD 88
 DQ5150
 DQ5150  VERT ORDER      -  SECOND    CLASS I
 DQ5150
 DQ5150.The horizontal coordinates were determined by differentially corrected
 DQ5150.hand held GPS observations or other comparable positioning techniques
 DQ5150.and have an estimated accuracy of +/- 3 meters.
 DQ5150
 DQ5150.The orthometric height was determined by differential leveling and
 DQ5150.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5150.in July 2017.
 DQ5150
 DQ5150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5150.GEOID18 height accuracy estimate available here.
 DQ5150
 DQ5150.Click photographs - Photos may exist for this station.
 DQ5150
 DQ5150.The dynamic height is computed by dividing the NAVD 88
 DQ5150.geopotential number by the normal gravity value computed on the
 DQ5150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5150.degrees latitude (g = 980.6199 gals.).
 DQ5150
 DQ5150.The modeled gravity was interpolated from observed gravity values.
 DQ5150
 DQ5150;                    North         East    Units  Estimated Accuracy
 DQ5150;SPC WI S     -   157,619.3     547,964.9     MT  (+/- 3 meters HH1 GPS) 
 DQ5150
 DQ5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9084909826(NAD 83)
 DQ5150
 DQ5150                          SUPERSEDED SURVEY CONTROL
 DQ5150
 DQ5150.No superseded survey control is available for this station.
 DQ5150
 DQ5150_MARKER: DD = SURVEY DISK
 DQ5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5150_STAMPING: 9A118 2015
 DQ5150_MARK LOGO: WIDT
 DQ5150_PROJECTION: PROJECTING 2 CENTIMETERS
 DQ5150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5150+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5150
 DQ5150  HISTORY     - Date     Condition        Report By
 DQ5150  HISTORY     - 2016     MONUMENTED       WIDT
 DQ5150  HISTORY     - 20160710 GOOD             WIDT
 DQ5150
 DQ5150                          STATION DESCRIPTION
 DQ5150
 DQ5150'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5150'THE STATION IS 8 MI (12.9 KM) NORTHWEST OF BOAZ, 6 MI (9.7 KM) SOUTH
 DQ5150'OF VIOLA AND 6 MI (9.7 KM) EAST-SOUTHEAST OF READSTOWN.
 DQ5150'
 DQ5150'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ5150'HIGHWAY E AND COUNTY HIGHWAY U, ABOUT 6 MI (9.7 KM) NORTHEAST OF THE
 DQ5150'VILLAGE OF SOLDIERS GROVE, GO EAST ON COUNTY HIGHWAY E AND COUNTY
 DQ5150'HIGHWAY U FOR 0.25 MI (0.40 KM) TO SYLVAN CEMETERY ROAD ON THE RIGHT.
 DQ5150'TURN RIGHT AND GO SOUTH ON CHURCH ROAD FOR 0.25 MI (0.40 KM) TO A
 DQ5150'CUL-DE-SAC AND THE STATION STRAIGHT AHEAD.
 DQ5150'
 DQ5150'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5150'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 40 CM (16
 DQ5150'INCHES) CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DQ5150'
 DQ5150'THE STATION IS 14.0 M (45.9 FT) NORTHEAST OF THE CENTERLINE OF US
 DQ5150'HIGHWAY 14, 22 M (72.2 FT) SOUTH OF THE EDGE PAVEMENT OF THE SYLVAN
 DQ5150'CEMETERY ROAD CUL-DE-SAC, 12.8 M (42.0 FT) SOUTHEAST OF A POWER POLE
 DQ5150'WITH A GUY WIRE, 6 M (19.7 FT) WEST OF THE EXTENDED CENTER OF SYLVAN
 DQ5150'CEMETERY ROAD AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DQ5150'WHITE PLASTIC WITNESS POSTS.
 DQ5150'
 DQ5150'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5150'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED POWER POLE TO THE
 DQ5150'NORTHWEST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5149 ***********************************************************************
 DQ5149  DESIGNATION -  9A119
 DQ5149  PID         -  DQ5149
 DQ5149  STATE/COUNTY-  WI/RICHLAND
 DQ5149  COUNTRY     -  US
 DQ5149  USGS QUAD   -  BOAZ (2018)
 DQ5149
 DQ5149                         *CURRENT SURVEY CONTROL
 DQ5149  ______________________________________________________________________
 DQ5149* NAD 83(1986) POSITION- 43 22 22.79   (N) 090 33 48.03   (W)   HD_HELD1
 DQ5149* NAVD 88 ORTHO HEIGHT -   245.023 (meters)      803.88  (feet) ADJUSTED
 DQ5149  ______________________________________________________________________
 DQ5149  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 DQ5149  DYNAMIC HEIGHT  -        244.958 (meters)      803.67  (feet) COMP
 DQ5149  MODELED GRAVITY -    980,349.4   (mgal)                       NAVD 88
 DQ5149
 DQ5149  VERT ORDER      -  SECOND    CLASS I
 DQ5149
 DQ5149.The horizontal coordinates were determined by differentially corrected
 DQ5149.hand held GPS observations or other comparable positioning techniques
 DQ5149.and have an estimated accuracy of +/- 3 meters.
 DQ5149
 DQ5149.The orthometric height was determined by differential leveling and
 DQ5149.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5149.in July 2017.
 DQ5149
 DQ5149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5149.GEOID18 height accuracy estimate available here.
 DQ5149
 DQ5149.Click photographs - Photos may exist for this station.
 DQ5149
 DQ5149.The dynamic height is computed by dividing the NAVD 88
 DQ5149.geopotential number by the normal gravity value computed on the
 DQ5149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5149.degrees latitude (g = 980.6199 gals.).
 DQ5149
 DQ5149.The modeled gravity was interpolated from observed gravity values.
 DQ5149
 DQ5149;                    North         East    Units  Estimated Accuracy
 DQ5149;SPC WI S     -   152,680.9     554,346.8     MT  (+/- 3 meters HH1 GPS) 
 DQ5149
 DQ5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9740505120(NAD 83)
 DQ5149
 DQ5149                          SUPERSEDED SURVEY CONTROL
 DQ5149
 DQ5149.No superseded survey control is available for this station.
 DQ5149
 DQ5149_MARKER: DD = SURVEY DISK
 DQ5149_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ5149_SP_SET: BRIDGE ABUTMENT
 DQ5149_STAMPING: 9A119 2016
 DQ5149_MARK LOGO: WIDT
 DQ5149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ5149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5149+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5149
 DQ5149  HISTORY     - Date     Condition        Report By
 DQ5149  HISTORY     - 2016     MONUMENTED       WIDT
 DQ5149  HISTORY     - 20160710 GOOD             WIDT
 DQ5149
 DQ5149                          STATION DESCRIPTION
 DQ5149
 DQ5149'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5149'THE STATION IS 11 MI (17.7 KM) SOUTHEAST OF READSTOWN, 9 MI (14.5 KM)
 DQ5149'WEST-NORTHWEST OF RICHLAND CENTER AND 3.5 MI (5.6 KM) NORTHWEST OF
 DQ5149'BOAZ.
 DQ5149'
 DQ5149'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ5149'HIGHWAY E, ABOUT 7 MI (11.3 KM) WEST OF THE CITY OF RICHLAND CENTER
 DQ5149'AND JUST NORTH OF THE VILLAGE OF BOAZ, GO NORTHWEST ON US HIGHWAY 14
 DQ5149'FOR 3.1 MI (5.0 KM) TO CORTLAND LANE ON THE RIGHT.  TURN RIGHT AND GO
 DQ5149'NORTHEAST ON CORTLAND LANE FOR 0.1 MI (0.2 KM) TO THE NORTH END OF A
 DQ5149'BRIDGE OVER THE WEST BRANCH OF MILLING CREEK AND THE STATION ON THE
 DQ5149'RIGHT.
 DQ5149'
 DQ5149'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5149'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE EAST
 DQ5149'SIDE OF THE NORTH ABUTMENT OF THE BRIDGE -B-52-267-.
 DQ5149'
 DQ5149'THE STATION IS 4.6 M (15.1 FT) SOUTHEAST OF THE CENTERLINE OF CORTLAND
 DQ5149'LANE, 0.7 M (2.3 FT) SOUTHEAST OF A BARBED WIRE FENCE LINE ATTACHED TO
 DQ5149'THE NORTH END OF THE EAST GUARD RAIL OF THE BRIDGE AND 0.9 M (3.0 FT)
 DQ5149'NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DQ5149'
 DQ5149'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5149'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5148 ***********************************************************************
 DQ5148  DESIGNATION -  9A120
 DQ5148  PID         -  DQ5148
 DQ5148  STATE/COUNTY-  WI/RICHLAND
 DQ5148  COUNTRY     -  US
 DQ5148  USGS QUAD   -  BOAZ (2018)
 DQ5148
 DQ5148                         *CURRENT SURVEY CONTROL
 DQ5148  ______________________________________________________________________
 DQ5148* NAD 83(1986) POSITION- 43 20 48.92   (N) 090 32 34.01   (W)   HD_HELD1
 DQ5148* NAVD 88 ORTHO HEIGHT -   233.218 (meters)      765.15  (feet) ADJUSTED
 DQ5148  ______________________________________________________________________
 DQ5148  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 DQ5148  DYNAMIC HEIGHT  -        233.157 (meters)      764.95  (feet) COMP
 DQ5148  MODELED GRAVITY -    980,353.5   (mgal)                       NAVD 88
 DQ5148
 DQ5148  VERT ORDER      -  SECOND    CLASS I
 DQ5148
 DQ5148.The horizontal coordinates were determined by differentially corrected
 DQ5148.hand held GPS observations or other comparable positioning techniques
 DQ5148.and have an estimated accuracy of +/- 3 meters.
 DQ5148
 DQ5148.The orthometric height was determined by differential leveling and
 DQ5148.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5148.in July 2017.
 DQ5148
 DQ5148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5148.GEOID18 height accuracy estimate available here.
 DQ5148
 DQ5148.Click photographs - Photos may exist for this station.
 DQ5148
 DQ5148.The dynamic height is computed by dividing the NAVD 88
 DQ5148.geopotential number by the normal gravity value computed on the
 DQ5148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5148.degrees latitude (g = 980.6199 gals.).
 DQ5148
 DQ5148.The modeled gravity was interpolated from observed gravity values.
 DQ5148
 DQ5148;                    North         East    Units  Estimated Accuracy
 DQ5148;SPC WI S     -   149,773.2     555,994.2     MT  (+/- 3 meters HH1 GPS) 
 DQ5148
 DQ5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9915702273(NAD 83)
 DQ5148
 DQ5148                          SUPERSEDED SURVEY CONTROL
 DQ5148
 DQ5148.No superseded survey control is available for this station.
 DQ5148
 DQ5148_MARKER: DD = SURVEY DISK
 DQ5148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5148_STAMPING: 9A120 2015
 DQ5148_MARK LOGO: WIDT
 DQ5148_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ5148_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5148+STABILITY: SURFACE MOTION
 DQ5148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5148+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5148
 DQ5148  HISTORY     - Date     Condition        Report By
 DQ5148  HISTORY     - 2015     MONUMENTED       WIDT
 DQ5148  HISTORY     - 20160710 GOOD             WIDT
 DQ5148
 DQ5148                          STATION DESCRIPTION
 DQ5148
 DQ5148'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5148'THE STATION IS 13 MI (20.9 KM) SOUTHEAST OF READSTOWN, 8 MI (12.9 KM)
 DQ5148'WEST OF RICHLAND CENTER AND 1.5 MI (2.4 KM) NORTHWEST OF BOAZ.
 DQ5148'
 DQ5148'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ5148'HIGHWAY E, ABOUT 7 MI (11.3 KM) WEST OF THE CITY OF RICHLAND CENTER
 DQ5148'AND JUST NORTH OF THE VILLAGE OF BOAZ, GO WEST ON US HIGHWAY 14 FOR
 DQ5148'1.0 MI (1.6 KM) TO THE STATION ON THE LEFT.
 DQ5148'
 DQ5148'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5148'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 40 CM (16
 DQ5148'INCHES) CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DQ5148'
 DQ5148'THE STATION IS 15.9 M (52.2 FT) SOUTHWEST OF THE CENTERLINE OF US
 DQ5148'HIGHWAY 14, 29 M (95.1 FT) SOUTHEAST OF THE SOUTHWEST END OF A
 DQ5148'CONCRETE CULVERT PIPE, 15 M (49.2 FT) SOUTHEAST OF THE CENTER OF A
 DQ5148'FIELD ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DQ5148'WHITE PLASTIC WITNESS POSTS.
 DQ5148'
 DQ5148'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5148'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5158 ***********************************************************************
 DQ5158  DESIGNATION -  9A121
 DQ5158  PID         -  DQ5158
 DQ5158  STATE/COUNTY-  WI/RICHLAND
 DQ5158  COUNTRY     -  US
 DQ5158  USGS QUAD   -  RICHLAND CENTER (2018)
 DQ5158
 DQ5158                         *CURRENT SURVEY CONTROL
 DQ5158  ______________________________________________________________________
 DQ5158* NAD 83(1986) POSITION- 43 19 47.83   (N) 090 23 13.37   (W)   HD_HELD1
 DQ5158* NAVD 88 ORTHO HEIGHT -   222.638 (meters)      730.44  (feet) ADJUSTED
 DQ5158  ______________________________________________________________________
 DQ5158  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 DQ5158  DYNAMIC HEIGHT  -        222.580 (meters)      730.25  (feet) COMP
 DQ5158  MODELED GRAVITY -    980,353.3   (mgal)                       NAVD 88
 DQ5158
 DQ5158  VERT ORDER      -  SECOND    CLASS I
 DQ5158
 DQ5158.The horizontal coordinates were determined by differentially corrected
 DQ5158.hand held GPS observations or other comparable positioning techniques
 DQ5158.and have an estimated accuracy of +/- 3 meters.
 DQ5158
 DQ5158.The orthometric height was determined by differential leveling and
 DQ5158.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5158.in July 2017.
 DQ5158
 DQ5158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5158.GEOID18 height accuracy estimate available here.
 DQ5158
 DQ5158.Click photographs - Photos may exist for this station.
 DQ5158
 DQ5158.The dynamic height is computed by dividing the NAVD 88
 DQ5158.geopotential number by the normal gravity value computed on the
 DQ5158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5158.degrees latitude (g = 980.6199 gals.).
 DQ5158
 DQ5158.The modeled gravity was interpolated from observed gravity values.
 DQ5158
 DQ5158;                    North         East    Units  Estimated Accuracy
 DQ5158;SPC WI S     -   147,817.7     568,611.4     MT  (+/- 3 meters HH1 GPS) 
 DQ5158
 DQ5158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1183800772(NAD 83)
 DQ5158
 DQ5158                          SUPERSEDED SURVEY CONTROL
 DQ5158
 DQ5158.No superseded survey control is available for this station.
 DQ5158
 DQ5158_MARKER: DD = SURVEY DISK
 DQ5158_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ5158_SP_SET: HEADWALL
 DQ5158_STAMPING: 9A121 2016
 DQ5158_MARK LOGO: WIDT
 DQ5158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5158+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5158
 DQ5158  HISTORY     - Date     Condition        Report By
 DQ5158  HISTORY     - 2016     MONUMENTED       WIDT
 DQ5158  HISTORY     - 20160710 GOOD             WIDT
 DQ5158
 DQ5158                          STATION DESCRIPTION
 DQ5158
 DQ5158'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5158'THE STATION IS IN THE CITY OF RICHLAND CENTER, APPROXIMATELY 14 MI
 DQ5158'(22.5 KM) NORTHWEST OF LONE ROCK, 10 MI (16.1 KM) NORTH OF MUSCODA AND
 DQ5158'7 MI (11.3 KM) EAST OF BOAZ.
 DQ5158'
 DQ5158'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 14 (ORANGE
 DQ5158'STREET) WITH STATE HIGHWAY 80 (MAIN STREET) IN THE CITY OF RICHLAND
 DQ5158'CENTER, IN THE NORTHWEST QUADRANT OF THE INTERSECTION THE STATION IS A
 DQ5158'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DQ5158'STATION DISK SET IN A DRILL HOLE IN THE EAST END OF THE NORTH HEADWALL
 DQ5158'CONCRETE HEADWALL OF THE PINE RIVER WATERSHED FLOOD CONTROL DIKE
 DQ5158'-B-52-219-99-, WHICH PASSES NORTH-SOUTH UNDERNEATH THE INTERSECTION OF
 DQ5158'THE HIGHWAYS.
 DQ5158'
 DQ5158'THE STATION IS 27 M (88.6 FT) WEST OF THE CENTER MEDIAN OF STATE
 DQ5158'HIGHWAY 80 (MAIN STREET), 15.5 M (50.9 FT) NORTH OF THE NORTH BACK OF
 DQ5158'CURB OF WESTBOUND US HIGHWAY 14 (ORANGE STREET) MEASURED FROM THE US
 DQ5158'HIGHWAY 14 CROSS-WALK, 18.3 M (60.0 FT) EAST-SOUTHEAST OF A LIGHT
 DQ5158'POLE, 1.0 M (3.3 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE
 DQ5158'HEADWALL, 0.7 M (2.3 FT) EAST OF AN END POST FOR A CYCLONE FENCE AND
 DQ5158'0.7 M (2.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DQ5158'
 DQ5158'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5158'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES TO THE WEST EXTENDING
 DQ5158'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5156 ***********************************************************************
 DQ5156  DESIGNATION -  9A122
 DQ5156  PID         -  DQ5156
 DQ5156  STATE/COUNTY-  WI/RICHLAND
 DQ5156  COUNTRY     -  US
 DQ5156  USGS QUAD   -  SEXTONVILLE (2018)
 DQ5156
 DQ5156                         *CURRENT SURVEY CONTROL
 DQ5156  ______________________________________________________________________
 DQ5156* NAD 83(1986) POSITION- 43 18 56.36   (N) 090 21 03.00   (W)   HD_HELD1
 DQ5156* NAVD 88 ORTHO HEIGHT -   223.524 (meters)      733.35  (feet) ADJUSTED
 DQ5156  ______________________________________________________________________
 DQ5156  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 DQ5156  DYNAMIC HEIGHT  -        223.466 (meters)      733.15  (feet) COMP
 DQ5156  MODELED GRAVITY -    980,352.8   (mgal)                       NAVD 88
 DQ5156
 DQ5156  VERT ORDER      -  SECOND    CLASS I
 DQ5156
 DQ5156.The horizontal coordinates were determined by differentially corrected
 DQ5156.hand held GPS observations or other comparable positioning techniques
 DQ5156.and have an estimated accuracy of +/- 3 meters.
 DQ5156
 DQ5156.The orthometric height was determined by differential leveling and
 DQ5156.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5156.in July 2017.
 DQ5156
 DQ5156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5156.GEOID18 height accuracy estimate available here.
 DQ5156
 DQ5156.Click photographs - Photos may exist for this station.
 DQ5156
 DQ5156.The dynamic height is computed by dividing the NAVD 88
 DQ5156.geopotential number by the normal gravity value computed on the
 DQ5156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5156.degrees latitude (g = 980.6199 gals.).
 DQ5156
 DQ5156.The modeled gravity was interpolated from observed gravity values.
 DQ5156
 DQ5156;                    North         East    Units  Estimated Accuracy
 DQ5156;SPC WI S     -   146,216.4     571,541.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5156
 DQ5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1482599277(NAD 83)
 DQ5156
 DQ5156                          SUPERSEDED SURVEY CONTROL
 DQ5156
 DQ5156.No superseded survey control is available for this station.
 DQ5156
 DQ5156_MARKER: DD = SURVEY DISK
 DQ5156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5156_STAMPING: 9A122 2015
 DQ5156_MARK LOGO: WIDT
 DQ5156_PROJECTION: FLUSH
 DQ5156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5156+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5156
 DQ5156  HISTORY     - Date     Condition        Report By
 DQ5156  HISTORY     - 2015     MONUMENTED       WIDT
 DQ5156  HISTORY     - 20160710 GOOD             WIDT
 DQ5156
 DQ5156                          STATION DESCRIPTION
 DQ5156
 DQ5156'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5156'THE STATION IS IN THE CITY OF RICHLAND CENTER, APPROXIMATELY 12 MI
 DQ5156'(19.3 KM) NORTHWEST OF SPRING GREEN, 13 MI (20.9 KM) WEST OF PLAIN AND
 DQ5156'10 MI (16.1 KM) NORTH-NORTHEAST OF MUSCODA.
 DQ5156'
 DQ5156'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ5156'HIGHWAY O, IN THE NORTHWEST QUADRANT OF THE INTERSECTION, WHICH IS ON
 DQ5156'THE SOUTHEAST SIDE OF THE CITY OF RICHLAND CENTER.
 DQ5156'
 DQ5156'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5156'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 40 CM (16
 DQ5156'INCHES) CONCRETE POST, ABOUT LEVEL WITH GRADE.
 DQ5156'
 DQ5156'THE STATION IS 26.6 M (87.3 FT) NORTH OF THE CENTERLINE OF WESTBOUND
 DQ5156'US HIGHWAY 14, 16 M (52.5 FT) WEST OF THE CENTER OF THE DRIVEWAY
 DQ5156'ENTRANCE TO THE STARLITE 14 DRIVE-IN MOVIE THEATER (THE EXTENDED
 DQ5156'CENTER OF COUNTY HIGHWAY O), 1.7 M (5.6 FT) SOUTH OF A YELLOW PLASTIC
 DQ5156'RIGHT-OF-WAY AND A STEEL RIGHT-OF-WAY POST AND 0.7 M (2.3 FT) SOUTH OF
 DQ5156'A WHITE PLASTIC WITNESS POST.
 DQ5156'
 DQ5156'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ5156'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5155 ***********************************************************************
 DQ5155  DESIGNATION -  9A123
 DQ5155  PID         -  DQ5155
 DQ5155  STATE/COUNTY-  WI/RICHLAND
 DQ5155  COUNTRY     -  US
 DQ5155  USGS QUAD   -  SEXTONVILLE (2018)
 DQ5155
 DQ5155                         *CURRENT SURVEY CONTROL
 DQ5155  ______________________________________________________________________
 DQ5155* NAD 83(1986) POSITION- 43 18 01.63   (N) 090 19 37.76   (W)   HD_HELD1
 DQ5155* NAVD 88 ORTHO HEIGHT -   221.822 (meters)      727.76  (feet) ADJUSTED
 DQ5155  ______________________________________________________________________
 DQ5155  GEOID HEIGHT    -        -34.102 (meters)                     GEOID18
 DQ5155  DYNAMIC HEIGHT  -        221.764 (meters)      727.57  (feet) COMP
 DQ5155  MODELED GRAVITY -    980,353.9   (mgal)                       NAVD 88
 DQ5155
 DQ5155  VERT ORDER      -  SECOND    CLASS I
 DQ5155
 DQ5155.The horizontal coordinates were determined by differentially corrected
 DQ5155.hand held GPS observations or other comparable positioning techniques
 DQ5155.and have an estimated accuracy of +/- 3 meters.
 DQ5155
 DQ5155.The orthometric height was determined by differential leveling and
 DQ5155.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5155.in July 2017.
 DQ5155
 DQ5155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5155.GEOID18 height accuracy estimate available here.
 DQ5155
 DQ5155.Click photographs - Photos may exist for this station.
 DQ5155
 DQ5155.The dynamic height is computed by dividing the NAVD 88
 DQ5155.geopotential number by the normal gravity value computed on the
 DQ5155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5155.degrees latitude (g = 980.6199 gals.).
 DQ5155
 DQ5155.The modeled gravity was interpolated from observed gravity values.
 DQ5155
 DQ5155;                    North         East    Units  Estimated Accuracy
 DQ5155;SPC WI S     -   144,519.7     573,455.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5155
 DQ5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1679997649(NAD 83)
 DQ5155
 DQ5155                          SUPERSEDED SURVEY CONTROL
 DQ5155
 DQ5155.No superseded survey control is available for this station.
 DQ5155
 DQ5155_MARKER: DD = SURVEY DISK
 DQ5155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5155_STAMPING: 9A123 2015
 DQ5155_MARK LOGO: WIDT
 DQ5155_PROJECTION: FLUSH
 DQ5155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5155+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5155
 DQ5155  HISTORY     - Date     Condition        Report By
 DQ5155  HISTORY     - 2015     MONUMENTED       WIDT
 DQ5155  HISTORY     - 20160710 GOOD             WIDT
 DQ5155
 DQ5155                          STATION DESCRIPTION
 DQ5155
 DQ5155'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5155'THE STATION IS 10 MI (16.1 KM) NORTHWEST OF SPRING GREEN, 9 MI (14.5
 DQ5155'KM) NORTHEAST OF MUSCODA AND 4 MI (6.4 KM) SOUTHEAST OF RICHLAND
 DQ5155'CENTER.
 DQ5155'
 DQ5155'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE
 DQ5155'HIGHWAY 58, ABOUT 4 MI (6.4 KM) SOUTHEAST OF THE CITY OF RICHLAND
 DQ5155'CENTER, GO NORTHWEST ON US HIGHWAY 14 FOR 0.15 MI (0.24 KM) TO A
 DQ5155'DRIVEWAY FOR AN ACCESS ROAD ON THE RIGHT.  TURN RIGHT AND KEEP RIGHT
 DQ5155'AND GO SOUTHEAST ON THE FRONTAGE ROAD FOR APPROXIMATELY 200 FT (61.0
 DQ5155'M) TO A BUSINESS DRIVEWAY ON THE LEFT AND THE STATION ON THE LEFT.
 DQ5155'
 DQ5155'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5155'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 40 CM (16
 DQ5155'INCHES) CONCRETE POST, ABOUT LEVEL WITH THE GRADE OF THE FRONTAGE
 DQ5155'ROAD.
 DQ5155'
 DQ5155'THE STATION IS 32.4 M (106.3 FT) NORTHEAST OF THE CENTERLINE OF
 DQ5155'WESTBOUND US HIGHWAY 14, 27.5 M (90.2 FT) SOUTHEAST OF A POWER POLE
 DQ5155'WITH THREE GUY WIRES, 15.5 M (50.9 FT) SOUTHEAST OF THE EAST END OF A
 DQ5155'CONCRETE CULVERT PIPE UNDER THE FRONTAGE ROAD, 11 M (36.1 FT)
 DQ5155'NORTH-NORTHWEST OF THE CENTER OF A BUSINESS DRIVEWAY -27188-, 8.6 M
 DQ5155'(28.2 FT) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD AND 0.7 M
 DQ5155'(2.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DQ5155'
 DQ5155'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5155'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER POLES AND POWER LINES TO
 DQ5155'THE WEST, OPPOSITE THE FRONTAGE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5154 ***********************************************************************
 DQ5154  DESIGNATION -  9A124
 DQ5154  PID         -  DQ5154
 DQ5154  STATE/COUNTY-  WI/RICHLAND
 DQ5154  COUNTRY     -  US
 DQ5154  USGS QUAD   -  SEXTONVILLE (2018)
 DQ5154
 DQ5154                         *CURRENT SURVEY CONTROL
 DQ5154  ______________________________________________________________________
 DQ5154* NAD 83(1986) POSITION- 43 16 55.09   (N) 090 18 30.66   (W)   HD_HELD1
 DQ5154* NAVD 88 ORTHO HEIGHT -   216.414 (meters)      710.02  (feet) ADJUSTED
 DQ5154  ______________________________________________________________________
 DQ5154  GEOID HEIGHT    -        -34.095 (meters)                     GEOID18
 DQ5154  DYNAMIC HEIGHT  -        216.357 (meters)      709.83  (feet) COMP
 DQ5154  MODELED GRAVITY -    980,354.6   (mgal)                       NAVD 88
 DQ5154
 DQ5154  VERT ORDER      -  SECOND    CLASS I
 DQ5154
 DQ5154.The horizontal coordinates were determined by differentially corrected
 DQ5154.hand held GPS observations or other comparable positioning techniques
 DQ5154.and have an estimated accuracy of +/- 3 meters.
 DQ5154
 DQ5154.The orthometric height was determined by differential leveling and
 DQ5154.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5154.in July 2017.
 DQ5154
 DQ5154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5154.GEOID18 height accuracy estimate available here.
 DQ5154
 DQ5154.Click photographs - Photos may exist for this station.
 DQ5154
 DQ5154.The dynamic height is computed by dividing the NAVD 88
 DQ5154.geopotential number by the normal gravity value computed on the
 DQ5154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5154.degrees latitude (g = 980.6199 gals.).
 DQ5154
 DQ5154.The modeled gravity was interpolated from observed gravity values.
 DQ5154
 DQ5154;                    North         East    Units  Estimated Accuracy
 DQ5154;SPC WI S     -   142,460.6     574,960.3     MT  (+/- 3 meters HH1 GPS) 
 DQ5154
 DQ5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1837795645(NAD 83)
 DQ5154
 DQ5154                          SUPERSEDED SURVEY CONTROL
 DQ5154
 DQ5154.No superseded survey control is available for this station.
 DQ5154
 DQ5154_MARKER: DD = SURVEY DISK
 DQ5154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5154_STAMPING: 9A124 2015
 DQ5154_MARK LOGO: WIDT
 DQ5154_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ5154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5154+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5154
 DQ5154  HISTORY     - Date     Condition        Report By
 DQ5154  HISTORY     - 2015     MONUMENTED       WIDT
 DQ5154  HISTORY     - 20160710 GOOD             WIDT
 DQ5154
 DQ5154                          STATION DESCRIPTION
 DQ5154
 DQ5154'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5154'THE STATION IS 10 MI (16.1 KM) NORTHEAST OF MUSCODA, 9 MI (14.5 KM)
 DQ5154'NORTHWEST OF SPRING GREEN AND 5 MI (8.0 KM) SOUTHEAST OF RICHLAND
 DQ5154'CENTER.
 DQ5154'
 DQ5154'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ5154'HIGHWAY B, ABOUT 6 MI (9.7 KM) SOUTHEAST OF THE CITY OF RICHLAND
 DQ5154'CENTER, GO NORTHWEST ON US HIGHWAY 14 FOR 0.25 MI (0.40 KM) TO TWIN
 DQ5154'BLUFF ROAD ON THE LEFT.  CONTINUE NORTHWEST ON US HIGHWAY 14 FOR 0.1
 DQ5154'MI (0.2 KM) TO THE STATION ON THE LEFT.
 DQ5154'
 DQ5154'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5154'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 40 CM (16
 DQ5154'INCHES) CONCRETE POST, APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DQ5154'HIGHWAY GRADE.
 DQ5154'
 DQ5154'THE STATION IS 14.1 M (46.3 FT) SOUTHWEST OF THE CENTERLINE OF US
 DQ5154'HIGHWAY 14, 50 M (164.0 FT) SOUTHEAST OF THE CENTER OF WIDE DRIVEWAY
 DQ5154'FOR A TRUCK AND AUTO REPAIR SHOP -28049-, 30 M (98.4 FT) SOUTHEAST OF
 DQ5154'THE EXTENDED CENTER OF A DRIVEWAY FOR A RESIDENCE -28054- WITH
 DQ5154'DETACHED GARAGE -28056-, 12.5 M (41.0 FT) EAST-SOUTHEAST OF AN ORANGE
 DQ5154'FIBER OPTIC CABLE WITNESS POST NEARBY A POWER PEDESTAL -1058- AND IS
 DQ5154'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD
 DQ5154'POSTS.
 DQ5154'
 DQ5154'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ5154'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5147 ***********************************************************************
 DQ5147  DESIGNATION -  9A125
 DQ5147  PID         -  DQ5147
 DQ5147  STATE/COUNTY-  WI/RICHLAND
 DQ5147  COUNTRY     -  US
 DQ5147  USGS QUAD   -  SEXTONVILLE (2018)
 DQ5147
 DQ5147                         *CURRENT SURVEY CONTROL
 DQ5147  ______________________________________________________________________
 DQ5147* NAD 83(1986) POSITION- 43 16 00.98   (N) 090 17 36.30   (W)   HD_HELD1
 DQ5147* NAVD 88 ORTHO HEIGHT -   218.969 (meters)      718.40  (feet) ADJUSTED
 DQ5147  ______________________________________________________________________
 DQ5147  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 DQ5147  DYNAMIC HEIGHT  -        218.912 (meters)      718.21  (feet) COMP
 DQ5147  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 DQ5147
 DQ5147  VERT ORDER      -  SECOND    CLASS I
 DQ5147
 DQ5147.The horizontal coordinates were determined by differentially corrected
 DQ5147.hand held GPS observations or other comparable positioning techniques
 DQ5147.and have an estimated accuracy of +/- 3 meters.
 DQ5147
 DQ5147.The orthometric height was determined by differential leveling and
 DQ5147.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5147.in July 2017.
 DQ5147
 DQ5147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5147.GEOID18 height accuracy estimate available here.
 DQ5147
 DQ5147.Click photographs - Photos may exist for this station.
 DQ5147
 DQ5147.The dynamic height is computed by dividing the NAVD 88
 DQ5147.geopotential number by the normal gravity value computed on the
 DQ5147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5147.degrees latitude (g = 980.6199 gals.).
 DQ5147
 DQ5147.The modeled gravity was interpolated from observed gravity values.
 DQ5147
 DQ5147;                    North         East    Units  Estimated Accuracy
 DQ5147;SPC WI S     -   140,786.4     576,179.9     MT  (+/- 3 meters HH1 GPS) 
 DQ5147
 DQ5147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1965694015(NAD 83)
 DQ5147
 DQ5147                          SUPERSEDED SURVEY CONTROL
 DQ5147
 DQ5147.No superseded survey control is available for this station.
 DQ5147
 DQ5147_MARKER: DD = SURVEY DISK
 DQ5147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5147_STAMPING: 9A125 2015
 DQ5147_MARK LOGO: WIDT
 DQ5147_PROJECTION: FLUSH
 DQ5147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5147+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5147
 DQ5147  HISTORY     - Date     Condition        Report By
 DQ5147  HISTORY     - 2015     MONUMENTED       WIDT
 DQ5147  HISTORY     - 20160710 GOOD             WIDT
 DQ5147
 DQ5147                          STATION DESCRIPTION
 DQ5147
 DQ5147'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5147'THE STATION IS 10 MI (16.1 KM) NORTHEAST OF MUSCODA, 7 MI (11.3 KM)
 DQ5147'NORTHWEST OF SPRING GREEN AND 6 MI (9.7 KM) SOUTHEAST OF RICHLAND
 DQ5147'CENTER.
 DQ5147'
 DQ5147'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ5147'HIGHWAY B, ABOUT 6 MI (9.7 KM) SOUTHEAST OF THE CITY OF RICHLAND
 DQ5147'CENTER, GO SOUTH ON US HIGHWAY 14 FOR 0.9 MI (1.4 KM) TO THE STATION
 DQ5147'ON THE LEFT.
 DQ5147'
 DQ5147'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5147'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 40 CM (16
 DQ5147'INCHES) CONCRETE POST, APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN HIGHWAY
 DQ5147'GRADE.
 DQ5147'
 DQ5147'THE STATION IS 12.9 M (42.3 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DQ5147'14, 31.3 M (102.7 FT) NORTH-NORTHWEST OF THE WESTERN OF TWO 0.5 M (1.6
 DQ5147'FT) DIAMETER STEEL SUPPORT BASES FOR A LARGE SIGN, 23.9 M (78.4 FT)
 DQ5147'SOUTH-SOUTHEAST OF A WOODEN POST FOR A -DO NOT PASS- SIGN, 12.8 M
 DQ5147'(42.0 FT) NORTH OF THE NORTHERN OF TWO CONCRETE CULVERT PIPES THAT
 DQ5147'CROSS UNDER US HIGHWAY 14 AND 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC
 DQ5147'WITNESS POST.
 DQ5147'
 DQ5147'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ5147'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3392 ***********************************************************************
 DS3392  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3392  DESIGNATION -  9A126
 DS3392  PID         -  DS3392
 DS3392  STATE/COUNTY-  WI/RICHLAND
 DS3392  COUNTRY     -  US
 DS3392  USGS QUAD   -  YUBA (2018)
 DS3392
 DS3392                         *CURRENT SURVEY CONTROL
 DS3392  ______________________________________________________________________
 DS3392* NAD 83(2011) POSITION- 43 30 53.26987(N) 090 28 28.04081(W)   ADJUSTED
 DS3392* NAD 83(2011) ELLIP HT-   241.091 (meters)        (02/05/25)   ADJUSTED
 DS3392* NAD 83(2011) EPOCH   -  2010.00
 DS3392* NAVD 88 ORTHO HEIGHT -   275.01  (meters)      902.3   (feet) GPS OBS
 DS3392  ______________________________________________________________________
 DS3392  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 DS3392  NAD 83(2011) X  -    -38,364.045 (meters)                     COMP
 DS3392  NAD 83(2011) Y  - -4,632,776.514 (meters)                     COMP
 DS3392  NAD 83(2011) Z  -  4,369,320.140 (meters)                     COMP
 DS3392  LAPLACE CORR    -         -6.28  (seconds)                    DEFLEC18
 DS3392
 DS3392  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3392  Standards:
 DS3392         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3392            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3392  -------------------------------------------------------------------
 DS3392  NETWORK    0.59   1.27           0.27   0.20   0.65     -0.09780855
 DS3392  -------------------------------------------------------------------
 DS3392  Click here for local accuracies and other accuracy information.
 DS3392
 DS3392.The horizontal coordinates were established by GPS observations
 DS3392.and adjusted by the WI DEPT OF TRANSP in February 2025.
 DS3392
 DS3392.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3392.been affixed to the stable North American tectonic plate. See 
 DS3392.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3392
 DS3392.The horizontal coordinates are valid at the epoch date displayed above
 DS3392.which is a decimal equivalence of Year/Month/Day.
 DS3392
 DS3392.The orthometric height was determined by GPS observations and a
 DS3392.high-resolution geoid model using precise GPS observation and
 DS3392.processing techniques.
 DS3392
 DS3392.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3392.GEOID18 height accuracy estimate available here.
 DS3392
 DS3392.Click photographs - Photos may exist for this station.
 DS3392
 DS3392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3392
 DS3392.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3392
 DS3392.The ellipsoidal height was determined by GPS observations
 DS3392.and is referenced to NAD 83.
 DS3392
 DS3392. The following values were computed from the NAD 83(2011) position.
 DS3392
 DS3392;                    North         East     Units Scale Factor Converg.
 DS3392;SPC WI S     -   168,388.977   561,639.684   MT  0.99993451   -0 19 33.6
 DS3392;SPC WI S     -   552,456.17  1,842,646.20   sFT  0.99993451   -0 19 33.6
 DS3392;UTM  15      - 4,821,083.461   704,129.585   MT  1.00011258   +1 44 22.4
 DS3392
 DS3392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3392!SPC WI S     -   0.99996219  x   0.99993451  =   0.99989671
 DS3392!UTM  15      -   0.99996219  x   1.00011258  =   1.00007477
 DS3392
 DS3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0412921083(NAD 83)
 DS3392
 DS3392                          SUPERSEDED SURVEY CONTROL
 DS3392
 DS3392.No superseded survey control is available for this station.
 DS3392
 DS3392_MARKER: DD = SURVEY DISK
 DS3392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3392_STAMPING: 9A126 2014
 DS3392_MARK LOGO: WIDT
 DS3392_PROJECTION: FLUSH
 DS3392_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3392+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 DS3392
 DS3392  HISTORY     - Date     Condition        Report By
 DS3392  HISTORY     - 2014     MONUMENTED       WIDT
 DS3392  HISTORY     - 20240826 GOOD             WIDT
 DS3392
 DS3392                          STATION DESCRIPTION
 DS3392
 DS3392'DESCRIBED BY WI DEPT OF TRANSP 2024 (TSS)
 DS3392'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 DS3392'GILLINGHAM, 3.5 MI (5.7 KM) SOUTHEAST OF WEST LIMA AND 2.8 MI (4.5 KM)
 DS3392'SOUTHWEST OF YUBA.
 DS3392'
 DS3392'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DS3392'HIGHWAY N, LOCATED IN BLOOM CITY, WI, GO NORTHERLY ON COUNTY HIGHWAY D
 DS3392'FOR 1.6 MI (2.6 KM) TO THE STATION ON THE RIGHT.
 DS3392'
 DS3392'THE STATION IS LOCATED 8.6 M (28.2 FT) EAST OF THE CENTERLINE OF
 DS3392'COUNTY HIGHWAY D, 34.6 M (113.5 FT) SOUTHWEST OF A POWER POLE, 4 M
 DS3392'(13.1 FT) WEST OF A FIELD EDGE, 1 M (3.3 FT) NORTH AND 1 M (3.3 FT)
 DS3392'SOUTH OF TWO WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3242 ***********************************************************************
 DS3242  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3242  DESIGNATION -  9A127
 DS3242  PID         -  DS3242
 DS3242  STATE/COUNTY-  WI/VERNON
 DS3242  COUNTRY     -  US
 DS3242  USGS QUAD   -  HILLSBORO (2018)
 DS3242
 DS3242                         *CURRENT SURVEY CONTROL
 DS3242  ______________________________________________________________________
 DS3242* NAD 83(2011) POSITION- 43 39 54.68294(N) 090 19 10.88466(W)   ADJUSTED
 DS3242* NAD 83(2011) ELLIP HT-   257.605 (meters)        (01/07/25)   ADJUSTED
 DS3242* NAD 83(2011) EPOCH   -  2010.00
 DS3242* NAVD 88 ORTHO HEIGHT -   292.05  (meters)      958.2   (feet) GPS OBS
 DS3242  ______________________________________________________________________
 DS3242  GEOID HEIGHT    -        -34.432 (meters)                     GEOID18
 DS3242  NAD 83(2011) X  -    -25,785.788 (meters)                     COMP
 DS3242  NAD 83(2011) Y  - -4,621,354.023 (meters)                     COMP
 DS3242  NAD 83(2011) Z  -  4,381,434.375 (meters)                     COMP
 DS3242  LAPLACE CORR    -         -7.52  (seconds)                    DEFLEC18
 DS3242
 DS3242  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3242  Standards:
 DS3242         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3242            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3242  -------------------------------------------------------------------
 DS3242  NETWORK    0.59   1.45           0.27   0.20   0.74     -0.07098913
 DS3242  -------------------------------------------------------------------
 DS3242  Click here for local accuracies and other accuracy information.
 DS3242
 DS3242.The horizontal coordinates were established by GPS observations
 DS3242.and adjusted by the WI DEPT OF TRANSP in January 2025.
 DS3242
 DS3242.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3242.been affixed to the stable North American tectonic plate. See 
 DS3242.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3242
 DS3242.The horizontal coordinates are valid at the epoch date displayed above
 DS3242.which is a decimal equivalence of Year/Month/Day.
 DS3242
 DS3242.The orthometric height was determined by GPS observations and a
 DS3242.high-resolution geoid model using precise GPS observation and
 DS3242.processing techniques.
 DS3242
 DS3242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3242.GEOID18 height accuracy estimate available here.
 DS3242
 DS3242.Click photographs - Photos may exist for this station.
 DS3242
 DS3242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3242
 DS3242.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3242
 DS3242.The ellipsoidal height was determined by GPS observations
 DS3242.and is referenced to NAD 83.
 DS3242
 DS3242. The following values were computed from the NAD 83(2011) position.
 DS3242
 DS3242;                    North         East     Units Scale Factor Converg.
 DS3242;SPC WI S     -   185,037.484   574,216.647   MT  0.99994314   -0 13 10.8
 DS3242;SPC WI S     -   607,077.15  1,883,909.12   sFT  0.99994314   -0 13 10.8
 DS3242;UTM  15      - 4,838,178.520   716,099.976   MT  1.00017444   +1 51 04.7
 DS3242
 DS3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3242!SPC WI S     -   0.99995961  x   0.99994314  =   0.99990275
 DS3242!UTM  15      -   0.99995961  x   1.00017444  =   1.00013404
 DS3242
 DS3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1609938178(NAD 83)
 DS3242
 DS3242                          SUPERSEDED SURVEY CONTROL
 DS3242
 DS3242.No superseded survey control is available for this station.
 DS3242
 DS3242_MARKER: DD = SURVEY DISK
 DS3242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3242_STAMPING: 9A127 2014
 DS3242_MARK LOGO: WIDT
 DS3242_PROJECTION: FLUSH
 DS3242_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3242+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2024
 DS3242
 DS3242  HISTORY     - Date     Condition        Report By
 DS3242  HISTORY     - 2014     MONUMENTED       WIDT
 DS3242  HISTORY     - 20240720 GOOD             DJHENK
 DS3242
 DS3242                          STATION DESCRIPTION
 DS3242
 DS3242'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (DJH)
 DS3242'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF TRIPPVILLE,
 DS3242'4.9 MI (7.9 KM) WEST OF WONEWOC AND 1.5 MI (2.4 KM) NORTHEAST OF
 DS3242'HILLSBORO.
 DS3242'
 DS3242'TO REACH THE STATION THE JUNCTION OF STATE HIGHWAY 80 WITH STATE
 DS3242'HIGHWAYS 33 AND 82, IN HILLSBORO, WI, GO NORTHEAST ON STATE HIGHWAY 80
 DS3242'FOR 1.4 MI (2.3 KM) TO THE STATION ON THE RIGHT.
 DS3242'
 DS3242'THE STATION IS LOCATED 11.5 M (37.7 FT) SOUTHEAST OF THE EDGE OF
 DS3242'PAVEMENT OF STATE HIGHWAYS 33 AND 82, 34 M (111.5 FT) SOUTHWEST OF THE
 DS3242'CENTER OF A FIELD ENTRANCE, 5 M (16.4 FT) NORTHWEST OF THE CENTER OF A
 DS3242'FIELD ENTRANCE, 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC T-POST AND 1.0
 DS3242'M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC T-POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3246 ***********************************************************************
 DS3246  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3246  DESIGNATION -  9A128
 DS3246  PID         -  DS3246
 DS3246  STATE/COUNTY-  WI/SAUK
 DS3246  COUNTRY     -  US
 DS3246  USGS QUAD   -  WONEWOC (2018)
 DS3246
 DS3246                         *CURRENT SURVEY CONTROL
 DS3246  ______________________________________________________________________
 DS3246* NAD 83(2011) POSITION- 43 38 24.08553(N) 090 12 42.90623(W)   ADJUSTED
 DS3246* NAD 83(2011) ELLIP HT-   243.479 (meters)        (01/07/25)   ADJUSTED
 DS3246* NAD 83(2011) EPOCH   -  2010.00
 DS3246* NAVD 88 ORTHO HEIGHT -   278.24  (meters)      912.9   (feet) GPS OBS
 DS3246  ______________________________________________________________________
 DS3246  GEOID HEIGHT    -        -34.750 (meters)                     GEOID18
 DS3246  NAD 83(2011) X  -    -17,100.209 (meters)                     COMP
 DS3246  NAD 83(2011) Y  - -4,623,314.278 (meters)                     COMP
 DS3246  NAD 83(2011) Z  -  4,379,401.478 (meters)                     COMP
 DS3246  LAPLACE CORR    -         -7.03  (seconds)                    DEFLEC18
 DS3246
 DS3246  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3246  Standards:
 DS3246         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3246            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3246  -------------------------------------------------------------------
 DS3246  NETWORK    0.55   1.37           0.25   0.19   0.70     -0.08588753
 DS3246  -------------------------------------------------------------------
 DS3246  Click here for local accuracies and other accuracy information.
 DS3246
 DS3246.The horizontal coordinates were established by GPS observations
 DS3246.and adjusted by the WI DEPT OF TRANSP in January 2025.
 DS3246
 DS3246.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3246.been affixed to the stable North American tectonic plate. See 
 DS3246.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3246
 DS3246.The horizontal coordinates are valid at the epoch date displayed above
 DS3246.which is a decimal equivalence of Year/Month/Day.
 DS3246
 DS3246.The orthometric height was determined by GPS observations and a
 DS3246.high-resolution geoid model using precise GPS observation and
 DS3246.processing techniques.
 DS3246
 DS3246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3246.GEOID18 height accuracy estimate available here.
 DS3246
 DS3246.Click photographs - Photos may exist for this station.
 DS3246
 DS3246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3246
 DS3246.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3246
 DS3246.The ellipsoidal height was determined by GPS observations
 DS3246.and is referenced to NAD 83.
 DS3246
 DS3246. The following values were computed from the NAD 83(2011) position.
 DS3246
 DS3246;                    North         East     Units Scale Factor Converg.
 DS3246;SPC WI S     -   182,213.875   582,901.427   MT  0.99994121   -0 08 44.2
 DS3246;SPC WI S     -   597,813.35  1,912,402.43   sFT  0.99994121   -0 08 44.2
 DS3246;UTM  15      - 4,835,669.926   724,883.360   MT  1.00022209   +1 55 29.7
 DS3246
 DS3246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3246!SPC WI S     -   0.99996182  x   0.99994121  =   0.99990303
 DS3246!UTM  15      -   0.99996182  x   1.00022209  =   1.00018390
 DS3246
 DS3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2488335669(NAD 83)
 DS3246
 DS3246                          SUPERSEDED SURVEY CONTROL
 DS3246
 DS3246.No superseded survey control is available for this station.
 DS3246
 DS3246_MARKER: DD = SURVEY DISK
 DS3246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3246_STAMPING: 9A128 2014
 DS3246_MARK LOGO: WIDT
 DS3246_PROJECTION: FLUSH
 DS3246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3246+STABILITY: SURFACE MOTION
 DS3246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3246+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2024
 DS3246
 DS3246  HISTORY     - Date     Condition        Report By
 DS3246  HISTORY     - 2014     MONUMENTED       WIDT
 DS3246  HISTORY     - 20240720 GOOD             DJHENK
 DS3246
 DS3246                          STATION DESCRIPTION
 DS3246
 DS3246'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (DJH)
 DS3246'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTHWEST OF LA VALLE,
 DS3246'5.6 MI (9.0 KM) NORTHEAST OF VALTON AND 1.1 MI (1.8 KM)
 DS3246'SOUTH-SOUTHEAST OF WONEWOC.
 DS3246'
 DS3246'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WITH COUNTY
 DS3246'HIGHWAY G ON THE SOUTH SIDE OF WONEWOC, WI, GO SOUTH ON STATE HIGHWAY
 DS3246'33 FOR 0.6 MI (1.0 KM) TO STRAWBRIDGE ROAD AND THE STATION ON THE
 DS3246'RIGHT.
 DS3246'
 DS3246'THE STATION IS LOCATED 5.5 M (18.0 FT) EAST OF THE EDGE OF PAVEMENT OF
 DS3246'STRAWBRIDGE ROAD, 8.6 M (28.2 FT) SOUTH OF THE CENTER OF A BIKE TRAIL,
 DS3246'8.6 M (28.2 FT) NORTH OF THE END OF A RIGHT OF WAY FENCE AND 0.2 M
 DS3246'(0.7 FT) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5337 ***********************************************************************
 DQ5337  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5337  DESIGNATION -  9A129
 DQ5337  PID         -  DQ5337
 DQ5337  STATE/COUNTY-  WI/LA CROSSE
 DQ5337  COUNTRY     -  US
 DQ5337  USGS QUAD   -  SAINT JOSEPH (2018)
 DQ5337
 DQ5337                         *CURRENT SURVEY CONTROL
 DQ5337  ______________________________________________________________________
 DQ5337* NAD 83(2011) POSITION- 43 48 40.86177(N) 091 06 41.80696(W)   ADJUSTED
 DQ5337* NAD 83(2011) ELLIP HT-   205.775 (meters)        (06/29/17)   ADJUSTED
 DQ5337* NAD 83(2011) EPOCH   -  2010.00
 DQ5337* NAVD 88 ORTHO HEIGHT -   237.93  (meters)      780.6   (feet) GPS OBS
 DQ5337  ______________________________________________________________________
 DQ5337  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5337  GEOID HEIGHT    -        -32.144 (meters)                     GEOID12B
 DQ5337  GEOID HEIGHT    -        -32.153 (meters)                     GEOID18
 DQ5337  NAD 83(2011) X  -    -89,437.534 (meters)                     COMP
 DQ5337  NAD 83(2011) Y  - -4,609,293.049 (meters)                     COMP
 DQ5337  NAD 83(2011) Z  -  4,393,132.098 (meters)                     COMP
 DQ5337  LAPLACE CORR    -         -7.20  (seconds)                    DEFLEC18
 DQ5337
 DQ5337  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5337  Standards:
 DQ5337         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5337            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5337  -------------------------------------------------------------------
 DQ5337  NETWORK    0.64   0.73           0.29   0.23   0.37     -0.04193004
 DQ5337  -------------------------------------------------------------------
 DQ5337  Click here for local accuracies and other accuracy information.
 DQ5337
 DQ5337.The horizontal coordinates were established by GPS observations
 DQ5337.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DQ5337
 DQ5337.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5337.been affixed to the stable North American tectonic plate. See 
 DQ5337.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5337
 DQ5337.The horizontal coordinates are valid at the epoch date displayed above
 DQ5337.which is a decimal equivalence of Year/Month/Day.
 DQ5337
 DQ5337.The orthometric height was determined by GPS observations and a
 DQ5337.high-resolution geoid model using precise GPS observation and
 DQ5337.processing techniques.
 DQ5337
 DQ5337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5337.GEOID18 height accuracy estimate available here.
 DQ5337
 DQ5337.Click photographs - Photos may exist for this station.
 DQ5337
 DQ5337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5337
 DQ5337.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5337
 DQ5337.The ellipsoidal height was determined by GPS observations
 DQ5337.and is referenced to NAD 83.
 DQ5337
 DQ5337. The following values were computed from the NAD 83(2011) position.
 DQ5337
 DQ5337;                    North         East     Units Scale Factor Converg.
 DQ5337;SPC WI S     -   201,822.873   510,566.129   MT  0.99995813   -0 45 49.7
 DQ5337;SPC WI S     -   662,147.21  1,675,082.37   sFT  0.99995813   -0 45 49.7
 DQ5337;UTM  15      - 4,852,653.328   651,879.820   MT  0.99988373   +1 18 27.2
 DQ5337
 DQ5337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5337!SPC WI S     -   0.99996773  x   0.99995813  =   0.99992587
 DQ5337!UTM  15      -   0.99996773  x   0.99988373  =   0.99985147
 DQ5337
 DQ5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5187952653(NAD 83)
 DQ5337
 DQ5337                          SUPERSEDED SURVEY CONTROL
 DQ5337
 DQ5337.No superseded survey control is available for this station.
 DQ5337
 DQ5337_MARKER: DD = SURVEY DISK
 DQ5337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5337_STAMPING: 9A129 2014
 DQ5337_MARK LOGO: WIDT
 DQ5337_PROJECTION: FLUSH
 DQ5337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5337+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DQ5337
 DQ5337  HISTORY     - Date     Condition        Report By
 DQ5337  HISTORY     - 2014     MONUMENTED       WIDT
 DQ5337  HISTORY     - 20160627 GOOD             WIDT
 DQ5337
 DQ5337                          STATION DESCRIPTION
 DQ5337
 DQ5337'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5337'THE STATION IS 7 MI (11.3 KM) EAST OF LA CROSSE, 6 MI (9.7 KM)
 DQ5337'SOUTH-SOUTHWEST OF WEST SALEM AND 3.5 MI (5.6 KM) NORTHWEST OF SAINT
 DQ5337'JOSEPH.
 DQ5337'
 DQ5337'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WITH COUNTY
 DQ5337'HIGHWAY F ABOUT 5 MI (8.0 KM) EAST OF THE CITY OF LA CROSSE, GO NORTH
 DQ5337'ON COUNTY HIGHWAY F FOR 0.3 MI (0.5 KM) TO COUNTY HIGHWAY FO ON THE
 DQ5337'RIGHT.  TURN RIGHT AND GO EAST-NORTHEAST ON COUNTY HIGHWAY FO FOR 1.8
 DQ5337'MI (2.9 KM) TO THE JUNCTION WITH COUNTY HIGHWAY OA AHEAD AND ON THE
 DQ5337'RIGHT (END COUNTY HIGHWAY FO).  CONTINUE STRAIGHT AHEAD ON COUNTY
 DQ5337'HIGHWAY OA (EAST) THEN CURVE TO THE LEFT (NORTH) FOR APPROXIMATELY 0.3
 DQ5337'MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DQ5337'
 DQ5337'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5337'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DQ5337'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DQ5337'LEVEL WITH THE PAVEMENT.  THE STATION IS 16.0 M (52.5 FT) SOUTHEAST OF
 DQ5337'THE CENTERLINE OF COUNTY HIGHWAY OA, 101 M (331.4 FT) SOUTHWEST OF THE
 DQ5337'EXTENDED CENTERLINE OF CASA DEL SOL ROAD, 42 M (137.8 FT) SOUTHWEST OF
 DQ5337'THE CENTER OF A FIELD ENTRANCE AND IS LOCATED IN THE CENTER OF A
 DQ5337'TRIANGLE FORMED BY THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DQ5337'
 DQ5337'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5337'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3249 ***********************************************************************
 DS3249  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3249  DESIGNATION -  9A133
 DS3249  PID         -  DS3249
 DS3249  STATE/COUNTY-  WI/SAUK
 DS3249  COUNTRY     -  US
 DS3249  USGS QUAD   -  NORTH FREEDOM (2018)
 DS3249
 DS3249                         *CURRENT SURVEY CONTROL
 DS3249  ______________________________________________________________________
 DS3249* NAD 83(2011) POSITION- 43 28 53.10813(N) 089 46 12.59920(W)   ADJUSTED
 DS3249* NAD 83(2011) ELLIP HT-   261.383 (meters)        (01/07/25)   ADJUSTED
 DS3249* NAD 83(2011) EPOCH   -  2010.00
 DS3249* NAVD 88 ORTHO HEIGHT -   296.64  (meters)      973.2   (feet) GPS OBS
 DS3249  ______________________________________________________________________
 DS3249  GEOID HEIGHT    -        -35.239 (meters)                     GEOID18
 DS3249  NAD 83(2011) X  -     18,594.585 (meters)                     COMP
 DS3249  NAD 83(2011) Y  - -4,635,465.493 (meters)                     COMP
 DS3249  NAD 83(2011) Z  -  4,366,643.934 (meters)                     COMP
 DS3249  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 DS3249
 DS3249  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3249  Standards:
 DS3249         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3249            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3249  -------------------------------------------------------------------
 DS3249  NETWORK    0.57   1.29           0.26   0.20   0.66     -0.08610878
 DS3249  -------------------------------------------------------------------
 DS3249  Click here for local accuracies and other accuracy information.
 DS3249
 DS3249.The horizontal coordinates were established by GPS observations
 DS3249.and adjusted by the WI DEPT OF TRANSP in January 2025.
 DS3249
 DS3249.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3249.been affixed to the stable North American tectonic plate. See 
 DS3249.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3249
 DS3249.The horizontal coordinates are valid at the epoch date displayed above
 DS3249.which is a decimal equivalence of Year/Month/Day.
 DS3249
 DS3249.The orthometric height was determined by GPS observations and a
 DS3249.high-resolution geoid model using precise GPS observation and
 DS3249.processing techniques.
 DS3249
 DS3249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3249.GEOID18 height accuracy estimate available here.
 DS3249
 DS3249.Click photographs - Photos may exist for this station.
 DS3249
 DS3249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3249
 DS3249.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3249
 DS3249.The ellipsoidal height was determined by GPS observations
 DS3249.and is referenced to NAD 83.
 DS3249
 DS3249. The following values were computed from the NAD 83(2011) position.
 DS3249
 DS3249;                    North         East     Units Scale Factor Converg.
 DS3249;SPC WI S     -   164,597.306   618,592.614   MT  0.99993352   +0 09 28.5
 DS3249;SPC WI S     -   540,016.33  2,029,499.27   sFT  0.99993352   +0 09 28.5
 DS3249;UTM  16      - 4,818,005.924   275,974.333   MT  1.00021738   -1 54 25.2
 DS3249
 DS3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3249!SPC WI S     -   0.99995901  x   0.99993352  =   0.99989254
 DS3249!UTM  16      -   0.99995901  x   1.00021738  =   1.00017638
 DS3249
 DS3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7597418005(NAD 83)
 DS3249
 DS3249                          SUPERSEDED SURVEY CONTROL
 DS3249
 DS3249.No superseded survey control is available for this station.
 DS3249
 DS3249_MARKER: DD = SURVEY DISK
 DS3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3249_STAMPING: 9A133 2014
 DS3249_MARK LOGO: WIDT
 DS3249_PROJECTION: FLUSH
 DS3249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3249+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2024
 DS3249
 DS3249  HISTORY     - Date     Condition        Report By
 DS3249  HISTORY     - 2014     MONUMENTED       WIDT
 DS3249  HISTORY     - 20240720 GOOD             DJHENK
 DS3249
 DS3249                          STATION DESCRIPTION
 DS3249
 DS3249'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (DJH)
 DS3249'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST OF ROCK SPRINGS,
 DS3249'5.1 MI (8.2 KM) EAST-NORTHEAST OF NORTH FREEDOM AND 1.5 MI (2.4 KM)
 DS3249'WEST-NORTHWEST OF BARABOO.
 DS3249'
 DS3249'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WITH STATE
 DS3249'HIGHWAY 136 LOCATED IN BARABOO, WI, GO NORTH ON STATE HIGHWAY 33 FOR
 DS3249'0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DS3249'
 DS3249'THE STATION IS LOCATED 4.7 M (15.4 FT) NORTHEAST OF THE EDGE OF CURB
 DS3249'OF STATE HIGHWAY 33 AND COUNTY HIGHWAY BD, 13 M (42.7 FT) SOUTHEAST OF
 DS3249'A WOODEN POST FOR A --SPEED LIMIT 55-- SIGN, 1 M (3.3 FT) NORTHWEST OF
 DS3249'A WHITE PLASTIC T-POST, 1 M (3.3 FT) EAST OF A WHITE PLASTIC T-POST
 DS3249'AND 1 M (3.3 FT) SOUTH OF A WHITE PLASTIC T-POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3248 ***********************************************************************
 DS3248  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3248  DESIGNATION -  9A135
 DS3248  PID         -  DS3248
 DS3248  STATE/COUNTY-  WI/SAUK
 DS3248  COUNTRY     -  US
 DS3248  USGS QUAD   -  WISCONSIN DELLS SOUTH (2018)
 DS3248
 DS3248                         *CURRENT SURVEY CONTROL
 DS3248  ______________________________________________________________________
 DS3248* NAD 83(2011) POSITION- 43 30 49.20491(N) 089 46 45.65847(W)   ADJUSTED
 DS3248* NAD 83(2011) ELLIP HT-   260.938 (meters)        (01/07/25)   ADJUSTED
 DS3248* NAD 83(2011) EPOCH   -  2010.00
 DS3248* NAVD 88 ORTHO HEIGHT -   296.24  (meters)      971.9   (feet) GPS OBS
 DS3248  ______________________________________________________________________
 DS3248  GEOID HEIGHT    -        -35.288 (meters)                     GEOID18
 DS3248  NAD 83(2011) X  -     17,842.132 (meters)                     COMP
 DS3248  NAD 83(2011) Y  - -4,633,001.776 (meters)                     COMP
 DS3248  NAD 83(2011) Z  -  4,369,242.823 (meters)                     COMP
 DS3248  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 DS3248
 DS3248  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3248  Standards:
 DS3248         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3248            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3248  -------------------------------------------------------------------
 DS3248  NETWORK    0.56   1.27           0.25   0.20   0.65     -0.08650203
 DS3248  -------------------------------------------------------------------
 DS3248  Click here for local accuracies and other accuracy information.
 DS3248
 DS3248.The horizontal coordinates were established by GPS observations
 DS3248.and adjusted by the WI DEPT OF TRANSP in January 2025.
 DS3248
 DS3248.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3248.been affixed to the stable North American tectonic plate. See 
 DS3248.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3248
 DS3248.The horizontal coordinates are valid at the epoch date displayed above
 DS3248.which is a decimal equivalence of Year/Month/Day.
 DS3248
 DS3248.The orthometric height was determined by GPS observations and a
 DS3248.high-resolution geoid model using precise GPS observation and
 DS3248.processing techniques.
 DS3248
 DS3248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3248.GEOID18 height accuracy estimate available here.
 DS3248
 DS3248.Click photographs - Photos may exist for this station.
 DS3248
 DS3248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3248
 DS3248.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3248
 DS3248.The ellipsoidal height was determined by GPS observations
 DS3248.and is referenced to NAD 83.
 DS3248
 DS3248. The following values were computed from the NAD 83(2011) position.
 DS3248
 DS3248;                    North         East     Units Scale Factor Converg.
 DS3248;SPC WI S     -   168,178.005   617,840.257   MT  0.99993447   +0 09 05.8
 DS3248;SPC WI S     -   551,764.00  2,027,030.91   sFT  0.99993447   +0 09 05.8
 DS3248;UTM  16      - 4,821,612.440   275,351.342   MT  1.00022081   -1 54 52.0
 DS3248
 DS3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3248!SPC WI S     -   0.99995908  x   0.99993447  =   0.99989356
 DS3248!UTM  16      -   0.99995908  x   1.00022081  =   1.00017988
 DS3248
 DS3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7535121612(NAD 83)
 DS3248
 DS3248                          SUPERSEDED SURVEY CONTROL
 DS3248
 DS3248.No superseded survey control is available for this station.
 DS3248
 DS3248_MARKER: DD = SURVEY DISK
 DS3248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3248_STAMPING: 9A135 2014
 DS3248_MARK LOGO: WIDT
 DS3248_PROJECTION: FLUSH
 DS3248_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3248+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2024
 DS3248
 DS3248  HISTORY     - Date     Condition        Report By
 DS3248  HISTORY     - 2014     MONUMENTED       WIDT
 DS3248  HISTORY     - 20240720 GOOD             DJHENK
 DS3248
 DS3248                          STATION DESCRIPTION
 DS3248
 DS3248'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (DJH)
 DS3248'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF ROCK
 DS3248'SPRINGS, 5.8 MI (9.3 KM) NORTHEAST OF NORTH FREEDOM AND 3.4 MI (5.5
 DS3248'KM) NORTH-NORTHWEST OF BARABOO.
 DS3248'
 DS3248'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH STATE
 DS3248'HIGHWAY 33 LOCATED 3.6 MI (5.8 KM) NORTHWEST OF BARABOO, WI, GO EAST
 DS3248'ON STATE HIGHWAY 33 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DS3248'
 DS3248'THE STATION IS LOCATED 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF
 DS3248'STATE HIGHWAY 33, 22.7 M (74.5 FT) SOUTHEAST OF A WOODEN POST FOR A
 DS3248'--WISCONSIN DELLS - BARABOO-- DIRECTIONAL SIGN, 1.0 M (3.3 FT)
 DS3248'NORTHWEST OF A WHITE PLASTIC T-POST, 1.0 M (3.3 FT) NORTHEAST OF A
 DS3248'WHITE PLASTIC T-POST AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC
 DS3248'T-POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3247 ***********************************************************************
 DS3247  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3247  DESIGNATION -  9A136
 DS3247  PID         -  DS3247
 DS3247  STATE/COUNTY-  WI/JUNEAU
 DS3247  COUNTRY     -  US
 DS3247  USGS QUAD   -  LYNDON STATION (2018)
 DS3247
 DS3247                         *CURRENT SURVEY CONTROL
 DS3247  ______________________________________________________________________
 DS3247* NAD 83(2011) POSITION- 43 42 07.53239(N) 089 52 59.08097(W)   ADJUSTED
 DS3247* NAD 83(2011) ELLIP HT-   241.117 (meters)        (01/07/25)   ADJUSTED
 DS3247* NAD 83(2011) EPOCH   -  2010.00
 DS3247* NAVD 88 ORTHO HEIGHT -   276.46  (meters)      907.0   (feet) GPS OBS
 DS3247  ______________________________________________________________________
 DS3247  GEOID HEIGHT    -        -35.335 (meters)                     GEOID18
 DS3247  NAD 83(2011) X  -      9,425.009 (meters)                     COMP
 DS3247  NAD 83(2011) Y  - -4,618,572.465 (meters)                     COMP
 DS3247  NAD 83(2011) Z  -  4,384,388.154 (meters)                     COMP
 DS3247  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 DS3247
 DS3247  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3247  Standards:
 DS3247         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3247            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3247  -------------------------------------------------------------------
 DS3247  NETWORK    0.52   1.33           0.24   0.18   0.68     -0.05271154
 DS3247  -------------------------------------------------------------------
 DS3247  Click here for local accuracies and other accuracy information.
 DS3247
 DS3247.The horizontal coordinates were established by GPS observations
 DS3247.and adjusted by the WI DEPT OF TRANSP in January 2025.
 DS3247
 DS3247.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3247.been affixed to the stable North American tectonic plate. See 
 DS3247.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3247
 DS3247.The horizontal coordinates are valid at the epoch date displayed above
 DS3247.which is a decimal equivalence of Year/Month/Day.
 DS3247
 DS3247.The orthometric height was determined by GPS observations and a
 DS3247.high-resolution geoid model using precise GPS observation and
 DS3247.processing techniques.
 DS3247
 DS3247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3247.GEOID18 height accuracy estimate available here.
 DS3247
 DS3247.Click photographs - Photos may exist for this station.
 DS3247
 DS3247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3247
 DS3247.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3247
 DS3247.The ellipsoidal height was determined by GPS observations
 DS3247.and is referenced to NAD 83.
 DS3247
 DS3247. The following values were computed from the NAD 83(2011) position.
 DS3247
 DS3247;                    North         East     Units Scale Factor Converg.
 DS3247;SPC WI S     -   189,094.546   609,424.151   MT  0.99994631   +0 04 49.2
 DS3247;SPC WI S     -   620,387.69  1,999,419.07   sFT  0.99994631   +0 04 49.2
 DS3247;UTM  16      - 4,842,825.690   267,693.769   MT  1.00026383   -1 59 34.2
 DS3247
 DS3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3247!SPC WI S     -   0.99996219  x   0.99994631  =   0.99990850
 DS3247!UTM  16      -   0.99996219  x   1.00026383  =   1.00022601
 DS3247
 DS3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6769342825(NAD 83)
 DS3247
 DS3247                          SUPERSEDED SURVEY CONTROL
 DS3247
 DS3247.No superseded survey control is available for this station.
 DS3247
 DS3247_MARKER: DD = SURVEY DISK
 DS3247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3247_STAMPING: 9A136 2014
 DS3247_MARK LOGO: WIDT
 DS3247_PROJECTION: FLUSH
 DS3247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3247+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2024
 DS3247
 DS3247  HISTORY     - Date     Condition        Report By
 DS3247  HISTORY     - 2014     MONUMENTED       WIDT
 DS3247  HISTORY     - 20240720 GOOD             DJHENK
 DS3247
 DS3247                          STATION DESCRIPTION
 DS3247
 DS3247'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (DJH)
 DS3247'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH-SOUTHWEST OF
 DS3247'EASTON, 7.6 MI (12.2 KM) NORTHWEST OF WISCONSIN DELLS AND 1.1 MI (1.8
 DS3247'KM) SOUTHEAST OF LYNDON STATION.
 DS3247'
 DS3247'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY
 DS3247'HIGHWAY HH, LOCATED IN LYNDON STATION, WI, GO SOUTHEAST ON US HIGHWAY
 DS3247'12 FOR 1.1 MI (1.8 KM) TO EAST STREET ON THE RIGHT AND THE STATION ON
 DS3247'THE RIGHT.
 DS3247'
 DS3247'THE STATION IS LOCATED 12.0 M (39.4 FT) SOUTHWEST OF THE EDGE OF
 DS3247'PAVEMENT OF HIGHWAY 12, 14.5 M (47.6 FT) SOUTHEAST OF THE EDGE OF
 DS3247'GRAVEL OF EAST STREET AND 13.6 M (44.6 FT) NORTHEAST OF A YELLOW
 DS3247'PLASTIC --R/W-- POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3245 ***********************************************************************
 DS3245  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3245  DESIGNATION -  9A138
 DS3245  PID         -  DS3245
 DS3245  STATE/COUNTY-  WI/JUNEAU
 DS3245  COUNTRY     -  US
 DS3245  USGS QUAD   -  LYNDON STATION (2018)
 DS3245
 DS3245                         *CURRENT SURVEY CONTROL
 DS3245  ______________________________________________________________________
 DS3245* NAD 83(2011) POSITION- 43 42 58.47482(N) 089 54 50.36759(W)   ADJUSTED
 DS3245* NAD 83(2011) ELLIP HT-   240.916 (meters)        (01/07/25)   ADJUSTED
 DS3245* NAD 83(2011) EPOCH   -  2010.00
 DS3245* NAVD 88 ORTHO HEIGHT -   276.23  (meters)      906.3   (feet) GPS OBS
 DS3245  ______________________________________________________________________
 DS3245  GEOID HEIGHT    -        -35.299 (meters)                     GEOID18
 DS3245  NAD 83(2011) X  -      6,931.506 (meters)                     COMP
 DS3245  NAD 83(2011) Y  - -4,617,490.283 (meters)                     COMP
 DS3245  NAD 83(2011) Z  -  4,385,524.557 (meters)                     COMP
 DS3245  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 DS3245
 DS3245  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3245  Standards:
 DS3245         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3245            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3245  -------------------------------------------------------------------
 DS3245  NETWORK    0.52   1.27           0.24   0.18   0.65     -0.05521046
 DS3245  -------------------------------------------------------------------
 DS3245  Click here for local accuracies and other accuracy information.
 DS3245
 DS3245.The horizontal coordinates were established by GPS observations
 DS3245.and adjusted by the WI DEPT OF TRANSP in January 2025.
 DS3245
 DS3245.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3245.been affixed to the stable North American tectonic plate. See 
 DS3245.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3245
 DS3245.The horizontal coordinates are valid at the epoch date displayed above
 DS3245.which is a decimal equivalence of Year/Month/Day.
 DS3245
 DS3245.The orthometric height was determined by GPS observations and a
 DS3245.high-resolution geoid model using precise GPS observation and
 DS3245.processing techniques.
 DS3245
 DS3245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3245.GEOID18 height accuracy estimate available here.
 DS3245
 DS3245.Click photographs - Photos may exist for this station.
 DS3245
 DS3245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3245
 DS3245.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3245
 DS3245.The ellipsoidal height was determined by GPS observations
 DS3245.and is referenced to NAD 83.
 DS3245
 DS3245. The following values were computed from the NAD 83(2011) position.
 DS3245
 DS3245;                    North         East     Units Scale Factor Converg.
 DS3245;SPC WI S     -   190,663.663   606,930.883   MT  0.99994763   +0 03 32.7
 DS3245;SPC WI S     -   625,535.70  1,991,239.07   sFT  0.99994763   +0 03 32.7
 DS3245;UTM  16      - 4,844,484.526   265,258.118   MT  1.00027783   -2 00 53.1
 DS3245
 DS3245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3245!SPC WI S     -   0.99996222  x   0.99994763  =   0.99990986
 DS3245!UTM  16      -   0.99996222  x   1.00027783  =   1.00024004
 DS3245
 DS3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6525844484(NAD 83)
 DS3245
 DS3245                          SUPERSEDED SURVEY CONTROL
 DS3245
 DS3245.No superseded survey control is available for this station.
 DS3245
 DS3245_MARKER: DD = SURVEY DISK
 DS3245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3245_STAMPING: 9A138 2014
 DS3245_MARK LOGO: WIDT
 DS3245_PROJECTION: FLUSH
 DS3245_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3245+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2024
 DS3245
 DS3245  HISTORY     - Date     Condition        Report By
 DS3245  HISTORY     - 2014     MONUMENTED       WIDT
 DS3245  HISTORY     - 20240720 GOOD             DJHENK
 DS3245
 DS3245                          STATION DESCRIPTION
 DS3245
 DS3245'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (DJH)
 DS3245'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) SOUTHEAST OF MAUSTON,
 DS3245'9.4 MI (15.1 KM) NORTHWEST OF WISCONSIN DELLS AND 0.8 MI (1.3 KM)
 DS3245'WEST-NORTHWEST OF LYNDON STATION.
 DS3245'
 DS3245'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE
 DS3245'HIGHWAY 33 LOCATED 5.6 MI (9.0 KM) WEST OF REEDSBURG, WI, GO NORTH ON
 DS3245'STATE HIGHWAY 23 FOR 0.6 MI (1.0 KM) TO REEDSBURG ROAD.  TURN LEFT AND
 DS3245'GO WEST ON REEDSBURG ROAD FOR 1.0 MI (1.6 KM) TO VOGEL ROAD ON THE
 DS3245'RIGHT.  TURN RIGHT AND GO NORTH ON VOGEL ROAD FOR 0.7 MI (1.1 KM) TO
 DS3245'THE STATION ON THE LEFT.
 DS3245'
 DS3245'THE STATION IS LOCATED 5.5 M (18.0 FT) NORTHEAST OF THE EDGE OF
 DS3245'PAVEMENT OF LYNDON SMITH ROAD, 33 M (108.3 FT) SOUTH OF A GATED
 DS3245'PASTURE ENTRANCE, 4.2 M (13.8 FT) SOUTHWEST OF A BARBED WIRE FENCE,
 DS3245'1.0 M (3.3 FT) NORTHWEST OF A WHITE PLASTIC T-POST AND 1.0 M (3.3 FT)
 DS3245'SOUTHEAST OF A WHITE PLASTIC T-POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3244 ***********************************************************************
 DS3244  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3244  DESIGNATION -  9A139
 DS3244  PID         -  DS3244
 DS3244  STATE/COUNTY-  WI/JUNEAU
 DS3244  COUNTRY     -  US
 DS3244  USGS QUAD   -  LYNDON STATION (2018)
 DS3244
 DS3244                         *CURRENT SURVEY CONTROL
 DS3244  ______________________________________________________________________
 DS3244* NAD 83(2011) POSITION- 43 44 27.98502(N) 089 57 39.72765(W)   ADJUSTED
 DS3244* NAD 83(2011) ELLIP HT-   242.274 (meters)        (01/07/25)   ADJUSTED
 DS3244* NAD 83(2011) EPOCH   -  2010.00
 DS3244* NAVD 88 ORTHO HEIGHT -   277.54  (meters)      910.6   (feet) GPS OBS
 DS3244  ______________________________________________________________________
 DS3244  GEOID HEIGHT    -        -35.249 (meters)                     GEOID18
 DS3244  NAD 83(2011) X  -      3,138.874 (meters)                     COMP
 DS3244  NAD 83(2011) Y  - -4,615,585.726 (meters)                     COMP
 DS3244  NAD 83(2011) Z  -  4,387,521.854 (meters)                     COMP
 DS3244  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 DS3244
 DS3244  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3244  Standards:
 DS3244         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3244            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3244  -------------------------------------------------------------------
 DS3244  NETWORK    0.45   1.08           0.20   0.16   0.55     -0.06361014
 DS3244  -------------------------------------------------------------------
 DS3244  Click here for local accuracies and other accuracy information.
 DS3244
 DS3244.The horizontal coordinates were established by GPS observations
 DS3244.and adjusted by the WI DEPT OF TRANSP in January 2025.
 DS3244
 DS3244.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3244.been affixed to the stable North American tectonic plate. See 
 DS3244.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3244
 DS3244.The horizontal coordinates are valid at the epoch date displayed above
 DS3244.which is a decimal equivalence of Year/Month/Day.
 DS3244
 DS3244.The orthometric height was determined by GPS observations and a
 DS3244.high-resolution geoid model using precise GPS observation and
 DS3244.processing techniques.
 DS3244
 DS3244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3244.GEOID18 height accuracy estimate available here.
 DS3244
 DS3244.Click photographs - Photos may exist for this station.
 DS3244
 DS3244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3244
 DS3244.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3244
 DS3244.The ellipsoidal height was determined by GPS observations
 DS3244.and is referenced to NAD 83.
 DS3244
 DS3244. The following values were computed from the NAD 83(2011) position.
 DS3244
 DS3244;                    North         East     Units Scale Factor Converg.
 DS3244;SPC WI S     -   193,423.237   603,138.598   MT  0.99995011   +0 01 36.4
 DS3244;SPC WI S     -   634,589.40  1,978,797.22   sFT  0.99995011   +0 01 36.4
 DS3244;UTM  16      - 4,847,380.547   261,566.954   MT  1.00029931   -2 02 53.6
 DS3244;UTM  15      - 4,847,607.935   744,708.432   MT  1.00033661   +2 06 07.9
 DS3244
 DS3244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3244!SPC WI S     -   0.99996201  x   0.99995011  =   0.99991212
 DS3244!UTM  16      -   0.99996201  x   1.00029931  =   1.00026131
 DS3244!UTM  15      -   0.99996201  x   1.00033661  =   1.00029861
 DS3244
 DS3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6156647380(NAD 83)
 DS3244
 DS3244                          SUPERSEDED SURVEY CONTROL
 DS3244
 DS3244.No superseded survey control is available for this station.
 DS3244
 DS3244_MARKER: DD = SURVEY DISK
 DS3244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3244_STAMPING: 9A139 2014
 DS3244_MARK LOGO: WIDT
 DS3244_PROJECTION: FLUSH
 DS3244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3244+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2024
 DS3244
 DS3244  HISTORY     - Date     Condition        Report By
 DS3244  HISTORY     - UNK      MONUMENTED       WIDT
 DS3244  HISTORY     - 20240720 GOOD             DJHENK
 DS3244
 DS3244                          STATION DESCRIPTION
 DS3244
 DS3244'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (DJH)
 DS3244'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTHWEST OF EASTON,
 DS3244'7.0 MI (11.3 KM) EAST-SOUTHEAST OF MAUSTON AND 3.7 MI (6.0 KM)
 DS3244'WEST-NORTHWEST OF LYNDON STATION.
 DS3244'
 DS3244'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY
 DS3244'HIGHWAY N LOCATED 0.6 MI (1.0 KM) WEST OF LYNDON STATION, WI, GO
 DS3244'NORTHWEST ON COUNTY HIGHWAY N FOR 3.1 MI (5.0 KM) TO TOWNLINE ROAD ON
 DS3244'THE RIGHT AND THE STATION ON THE RIGHT.
 DS3244'
 DS3244'THE STATION IS LOCATED 9.6 M (31.5 FT) NORTH OF THE CENTERLINE OF
 DS3244'COUNTY HIGHWAY N, 42.1 M (138.1 FT) NORTHWEST OF THE CENTERLINE OF
 DS3244'TOWNLINE ROAD, 35.2 M (115.5 FT) NORTHWEST OF A POWER POLE AND 9 M
 DS3244'(29.5 FT) NORTHWEST OF THE EXTENDED CENTER OF THE NORTH GRAVEL
 DS3244'ENTRANCE TO --WALSH CATTLE FARM--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3243 ***********************************************************************
 DS3243  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3243  DESIGNATION -  9A141
 DS3243  PID         -  DS3243
 DS3243  STATE/COUNTY-  WI/JUNEAU
 DS3243  COUNTRY     -  US
 DS3243  USGS QUAD   -  ROUND BLUFF (2018)
 DS3243
 DS3243                         *CURRENT SURVEY CONTROL
 DS3243  ______________________________________________________________________
 DS3243* NAD 83(2011) POSITION- 43 46 27.15642(N) 089 59 30.33240(W)   ADJUSTED
 DS3243* NAD 83(2011) ELLIP HT-   229.103 (meters)        (01/07/25)   ADJUSTED
 DS3243* NAD 83(2011) EPOCH   -  2010.00
 DS3243* NAVD 88 ORTHO HEIGHT -   264.33  (meters)      867.2   (feet) GPS OBS
 DS3243  ______________________________________________________________________
 DS3243  GEOID HEIGHT    -        -35.214 (meters)                     GEOID18
 DS3243  NAD 83(2011) X  -        663.505 (meters)                     COMP
 DS3243  NAD 83(2011) Y  - -4,613,033.391 (meters)                     COMP
 DS3243  NAD 83(2011) Z  -  4,390,169.365 (meters)                     COMP
 DS3243  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 DS3243
 DS3243  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3243  Standards:
 DS3243         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3243            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3243  -------------------------------------------------------------------
 DS3243  NETWORK    0.49   1.16           0.22   0.17   0.59     -0.07437992
 DS3243  -------------------------------------------------------------------
 DS3243  Click here for local accuracies and other accuracy information.
 DS3243
 DS3243.The horizontal coordinates were established by GPS observations
 DS3243.and adjusted by the WI DEPT OF TRANSP in January 2025.
 DS3243
 DS3243.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3243.been affixed to the stable North American tectonic plate. See 
 DS3243.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3243
 DS3243.The horizontal coordinates are valid at the epoch date displayed above
 DS3243.which is a decimal equivalence of Year/Month/Day.
 DS3243
 DS3243.The orthometric height was determined by GPS observations and a
 DS3243.high-resolution geoid model using precise GPS observation and
 DS3243.processing techniques.
 DS3243
 DS3243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3243.GEOID18 height accuracy estimate available here.
 DS3243
 DS3243.Click photographs - Photos may exist for this station.
 DS3243
 DS3243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3243
 DS3243.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3243
 DS3243.The ellipsoidal height was determined by GPS observations
 DS3243.and is referenced to NAD 83.
 DS3243
 DS3243. The following values were computed from the NAD 83(2011) position.
 DS3243
 DS3243;                    North         East     Units Scale Factor Converg.
 DS3243;SPC WI S     -   197,100.370   600,663.450   MT  0.99995370   +0 00 20.4
 DS3243;SPC WI S     -   646,653.46  1,970,676.67   sFT  0.99995370   +0 00 20.4
 DS3243;UTM  16      - 4,851,146.251   259,225.786   MT  1.00031311   -2 04 14.7
 DS3243;UTM  15      - 4,851,194.346   742,100.724   MT  1.00032099   +2 04 55.8
 DS3243
 DS3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3243!SPC WI S     -   0.99996408  x   0.99995370  =   0.99991778
 DS3243!UTM  16      -   0.99996408  x   1.00031311  =   1.00027717
 DS3243!UTM  15      -   0.99996408  x   1.00032099  =   1.00028505
 DS3243
 DS3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP5922551146(NAD 83)
 DS3243
 DS3243                          SUPERSEDED SURVEY CONTROL
 DS3243
 DS3243.No superseded survey control is available for this station.
 DS3243
 DS3243_MARKER: DD = SURVEY DISK
 DS3243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3243_STAMPING: 9A141 2014
 DS3243_MARK LOGO: WIDT
 DS3243_PROJECTION: FLUSH
 DS3243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3243+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2024
 DS3243
 DS3243  HISTORY     - Date     Condition        Report By
 DS3243  HISTORY     - 2014     MONUMENTED       WIDT
 DS3243  HISTORY     - 20240720 GOOD             DJHENK
 DS3243
 DS3243                          STATION DESCRIPTION
 DS3243
 DS3243'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (DJH)
 DS3243'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) WEST-SOUTHWEST OF
 DS3243'EASTON, 6.3 MI (10.1 KM) NORTHWEST OF LYNDON STATION AND 4.6 MI (7.4
 DS3243'KM) EAST-SOUTHEAST OF MAUSTON.
 DS3243'
 DS3243'TO REACH THE STATION FROM THE JUNCTION OF I 90 WITH STATE HIGHWAY 82
 DS3243'IN MAUSTON, WI, GO EAST ON STATE HIGHWAY 82 FOR 1.8 MI (2.9 KM) TO
 DS3243'19TH AVENUE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON 19TH AVENUE FOR
 DS3243'0.8 MI (1.3 KM) TO COUNTY HIGHWAY N. TURN LEFT AND GO EAST ON COUNTY
 DS3243'HIGHWAY N FOR 1.4 MI (2.3 KM) TO THE STATION ON THE RIGHT.
 DS3243'
 DS3243'THE STATION IS LOCATED 6.7 M (22.0 FT) SOUTH OF THE EDGE OF PAVEMENT
 DS3243'OF COUNTY HIGHWAY N, 10 M (32.8 FT) WEST OF THE CENTER OF A FIELD
 DS3243'ENTRANCE AND 1 M (3.3 FT) SOUTH, NORTHWEST AND NORTHEAST OF THREE
 DS3243'WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4502 ***********************************************************************
 DQ4502  DESIGNATION -  9A142
 DQ4502  PID         -  DQ4502
 DQ4502  STATE/COUNTY-  WI/IOWA
 DQ4502  COUNTRY     -  US
 DQ4502  USGS QUAD   -  DODGEVILLE (2018)
 DQ4502
 DQ4502                         *CURRENT SURVEY CONTROL
 DQ4502  ______________________________________________________________________
 DQ4502* NAD 83(1986) POSITION- 42 58 29.53   (N) 090 10 06.93   (W)   HD_HELD1
 DQ4502* NAVD 88 ORTHO HEIGHT -   372.456 (meters)     1221.97  (feet) ADJUSTED
 DQ4502  ______________________________________________________________________
 DQ4502  GEOID HEIGHT    -        -33.566 (meters)                     GEOID18
 DQ4502  DYNAMIC HEIGHT  -        372.346 (meters)     1221.61  (feet) COMP
 DQ4502  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 DQ4502
 DQ4502  VERT ORDER      -  SECOND    CLASS I
 DQ4502
 DQ4502.The horizontal coordinates were determined by differentially corrected
 DQ4502.hand held GPS observations or other comparable positioning techniques
 DQ4502.and have an estimated accuracy of +/- 3 meters.
 DQ4502
 DQ4502.The orthometric height was determined by differential leveling and
 DQ4502.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4502.in March 2017.
 DQ4502
 DQ4502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4502.GEOID18 height accuracy estimate available here.
 DQ4502
 DQ4502.Click photographs - Photos may exist for this station.
 DQ4502
 DQ4502.The dynamic height is computed by dividing the NAVD 88
 DQ4502.geopotential number by the normal gravity value computed on the
 DQ4502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4502.degrees latitude (g = 980.6199 gals.).
 DQ4502
 DQ4502.The modeled gravity was interpolated from observed gravity values.
 DQ4502
 DQ4502;                    North         East    Units  Estimated Accuracy
 DQ4502;SPC WI S     -   108,312.7     586,247.8     MT  (+/- 3 meters HH1 GPS) 
 DQ4502
 DQ4502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3088461914(NAD 83)
 DQ4502
 DQ4502                          SUPERSEDED SURVEY CONTROL
 DQ4502
 DQ4502.No superseded survey control is available for this station.
 DQ4502
 DQ4502_MARKER: DD = SURVEY DISK
 DQ4502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4502_STAMPING: 9A142 2014
 DQ4502_MARK LOGO: WIDT
 DQ4502_PROJECTION: FLUSH
 DQ4502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4502+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 DQ4502
 DQ4502  HISTORY     - Date     Condition        Report By
 DQ4502  HISTORY     - 2014     MONUMENTED       WIDT
 DQ4502  HISTORY     - 20160912 GOOD             WIDT
 DQ4502
 DQ4502                          STATION DESCRIPTION
 DQ4502
 DQ4502'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4502'THE STATION IS 8 MI (12.9 KM) NORTH OF MINERAL POINT, 8 MI (12.9 KM)
 DQ4502'EAST OF COBB AND 2 MI (3.2 KM) WEST OF DODGEVILLE.
 DQ4502'
 DQ4502'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE
 DQ4502'HIGHWAY 23 IN THE CITY OF DODGEVILLE, GO WEST ON US HIGHWAY 18 FOR 0.8
 DQ4502'MI (1.3 KM) TO LEHNER ROAD ON THE LEFT.  CONTINUE WEST ON US HIGHWAY
 DQ4502'18 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT.
 DQ4502'
 DQ4502'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4502'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4502'INCHES) DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) HIGHER THAN
 DQ4502'PAVEMENT GRADE.  THE STATION IS 15.8 M (51.8 FT) NORTH OF THE
 DQ4502'CENTERLINE OF US HIGHWAY 18, 0.25 MI (0.40 KM) EAST OF COUNTY HIGHWAY
 DQ4502'Q NORTH AND SURVEY ROAD SOUTH, 13 M (42.7 FT) EAST OF THE CENTER OF A
 DQ4502'FIELD ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DQ4502'WHITE PLASTIC WITNESS POSTS.
 DQ4502'
 DQ4502'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4502'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES TO THE SOUTH
 DQ4502'(OPPOSITE THE HIGHWAY) EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4503 ***********************************************************************
 DQ4503  DESIGNATION -  9A143
 DQ4503  PID         -  DQ4503
 DQ4503  STATE/COUNTY-  WI/IOWA
 DQ4503  COUNTRY     -  US
 DQ4503  USGS QUAD   -  DODGEVILLE (2018)
 DQ4503
 DQ4503                         *CURRENT SURVEY CONTROL
 DQ4503  ______________________________________________________________________
 DQ4503* NAD 83(1986) POSITION- 42 58 22.03   (N) 090 08 27.04   (W)   HD_HELD1
 DQ4503* NAVD 88 ORTHO HEIGHT -   380.152 (meters)     1247.22  (feet) ADJUSTED
 DQ4503  ______________________________________________________________________
 DQ4503  GEOID HEIGHT    -        -33.591 (meters)                     GEOID18
 DQ4503  DYNAMIC HEIGHT  -        380.041 (meters)     1246.85  (feet) COMP
 DQ4503  MODELED GRAVITY -    980,315.8   (mgal)                       NAVD 88
 DQ4503
 DQ4503  VERT ORDER      -  SECOND    CLASS I
 DQ4503
 DQ4503.The horizontal coordinates were determined by differentially corrected
 DQ4503.hand held GPS observations or other comparable positioning techniques
 DQ4503.and have an estimated accuracy of +/- 3 meters.
 DQ4503
 DQ4503.The orthometric height was determined by differential leveling and
 DQ4503.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4503.in March 2017.
 DQ4503
 DQ4503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4503.GEOID18 height accuracy estimate available here.
 DQ4503
 DQ4503.Click photographs - Photos may exist for this station.
 DQ4503
 DQ4503.The dynamic height is computed by dividing the NAVD 88
 DQ4503.geopotential number by the normal gravity value computed on the
 DQ4503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4503.degrees latitude (g = 980.6199 gals.).
 DQ4503
 DQ4503.The modeled gravity was interpolated from observed gravity values.
 DQ4503
 DQ4503;                    North         East    Units  Estimated Accuracy
 DQ4503;SPC WI S     -   108,077.1     588,510.8     MT  (+/- 3 meters HH1 GPS) 
 DQ4503
 DQ4503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3315461759(NAD 83)
 DQ4503
 DQ4503                          SUPERSEDED SURVEY CONTROL
 DQ4503
 DQ4503.No superseded survey control is available for this station.
 DQ4503
 DQ4503_MARKER: DD = SURVEY DISK
 DQ4503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4503_STAMPING: 9A143 2014
 DQ4503_MARK LOGO: WIDT
 DQ4503_PROJECTION: FLUSH
 DQ4503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4503+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2016
 DQ4503
 DQ4503  HISTORY     - Date     Condition        Report By
 DQ4503  HISTORY     - 2014     MONUMENTED       WIDT
 DQ4503  HISTORY     - 20160909 GOOD             WIDT
 DQ4503
 DQ4503                          STATION DESCRIPTION
 DQ4503
 DQ4503'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4503'THE STATION IS IN THE CITY OF DODGEVILLE, ABOUT 9 MI (14.5 KM) EAST OF
 DQ4503'COBB, 8 MI (12.9 KM) NORTH OF MINERAL POINT AND 7 MI (11.3 KM)
 DQ4503'SOUTHWEST OF RIDGEWAY.
 DQ4503'
 DQ4503'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE
 DQ4503'HIGHWAY 23 IN THE CITY OF DODGEVILLE, GO WEST ON US HIGHWAY 18 FOR
 DQ4503'0.35 MI (0.56 KM) TO THE STATION ON THE LEFT.
 DQ4503'
 DQ4503'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4503'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4503'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DQ4503'THE STATION IS 14.3 M (46.9 FT) SOUTH OF THE CENTERLINE OF EASTBOUND
 DQ4503'US HIGHWAY 18, 70 M (229.7 FT) WEST OF A WOODEN POST FOR A -SPEED
 DQ4503'LIMIT 40- SIGN, 3.7 M (12.1 FT) NORTH OF A WOVEN WIRE RIGHT-OF-WAY
 DQ4503'FENCE LINE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DQ4503'WHITE PLASTIC WITNESS POSTS.
 DQ4503'
 DQ4503'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4503'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4506 ***********************************************************************
 DQ4506  DESIGNATION -  9A144
 DQ4506  PID         -  DQ4506
 DQ4506  STATE/COUNTY-  WI/IOWA
 DQ4506  COUNTRY     -  US
 DQ4506  USGS QUAD   -  DODGEVILLE (2018)
 DQ4506
 DQ4506                         *CURRENT SURVEY CONTROL
 DQ4506  ______________________________________________________________________
 DQ4506* NAD 83(1986) POSITION- 42 58 41.20   (N) 090 07 41.39   (W)   HD_HELD1
 DQ4506* NAVD 88 ORTHO HEIGHT -   380.205 (meters)     1247.39  (feet) ADJUSTED
 DQ4506  ______________________________________________________________________
 DQ4506  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 DQ4506  DYNAMIC HEIGHT  -        380.094 (meters)     1247.03  (feet) COMP
 DQ4506  MODELED GRAVITY -    980,317.6   (mgal)                       NAVD 88
 DQ4506
 DQ4506  VERT ORDER      -  SECOND    CLASS I
 DQ4506
 DQ4506.The horizontal coordinates were determined by differentially corrected
 DQ4506.hand held GPS observations or other comparable positioning techniques
 DQ4506.and have an estimated accuracy of +/- 3 meters.
 DQ4506
 DQ4506.The orthometric height was determined by differential leveling and
 DQ4506.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4506.in March 2017.
 DQ4506
 DQ4506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4506.GEOID18 height accuracy estimate available here.
 DQ4506
 DQ4506.Click photographs - Photos may exist for this station.
 DQ4506
 DQ4506.The dynamic height is computed by dividing the NAVD 88
 DQ4506.geopotential number by the normal gravity value computed on the
 DQ4506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4506.degrees latitude (g = 980.6199 gals.).
 DQ4506
 DQ4506.The modeled gravity was interpolated from observed gravity values.
 DQ4506
 DQ4506;                    North         East    Units  Estimated Accuracy
 DQ4506;SPC WI S     -   108,667.0     589,546.1     MT  (+/- 3 meters HH1 GPS) 
 DQ4506
 DQ4506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3416862386(NAD 83)
 DQ4506
 DQ4506                          SUPERSEDED SURVEY CONTROL
 DQ4506
 DQ4506.No superseded survey control is available for this station.
 DQ4506
 DQ4506_MARKER: DD = SURVEY DISK
 DQ4506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ4506_SP_SET: CORS MONUMENT BASEMARK
 DQ4506_STAMPING: 9A144 2016
 DQ4506_MARK LOGO: WIDT
 DQ4506_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4506+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2016
 DQ4506
 DQ4506  HISTORY     - Date     Condition        Report By
 DQ4506  HISTORY     - 2016     MONUMENTED       WIDT
 DQ4506  HISTORY     - 20160907 GOOD             WIDT
 DQ4506
 DQ4506                          STATION DESCRIPTION
 DQ4506
 DQ4506'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4506'THE STATION IS IN THE CITY OF DODGEVILLE, APPROXIMATELY 10 MI (16.1
 DQ4506'KM) EAST OF COBB, 8 MI (12.9 KM) NORTH OF MINERAL POINT, AND 7 MI
 DQ4506'(11.3 KM) SOUTHWEST OF RIDGEWAY.
 DQ4506'
 DQ4506'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE
 DQ4506'HIGHWAY 23 IN THE CITY OF DODGEVILLE, GO NORTH ON STATE HIGHWAY 23 FOR
 DQ4506'0.2 MI (0.3 KM) TO COUNTY HIGHWAY YZ ON THE RIGHT.  TURN RIGHT AND GO
 DQ4506'NORTHEAST ON COUNTY HIGHWAY YZ FOR 0.3 MI (0.5 KM) TO JOHNS STREET,
 DQ4506'TURN LEFT AND GO NORTH ON JOHNS STREET FOR APPROXIMATELY 250 FT (76.2
 DQ4506'M) TO A DRIVEWAY FOR A PARKING LOT FOR THE WISCONSIN DEPARTMENT OF
 DQ4506'NATURAL RESOURCES DODGEVILLE OFFICE ON THE LEFT AND THE STATION ON THE
 DQ4506'LEFT.
 DQ4506'
 DQ4506'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4506'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE 90 CM (35
 DQ4506'INCH) CONCRETE BASE FOR THE CONTINUOUSLY OPERATING REFERENCE STATION.
 DQ4506'THE STATION IS 23.2 M (76.1 FT) EAST OF THE EASTERNMOST OF TWO FLAG
 DQ4506'POLES, 10.1 M (33.1 FT) NORTH OF THE CENTER OF A DRIVEWAY FOR THE
 DQ4506'WISCONSIN DEPARTMENT OF NATURAL RESOURCES DODGEVILLE OFFICE PARKING
 DQ4506'LOT AND 7.9 M (25.9 FT) WEST OF THE CENTER OF JOHNS STREET.
 DQ4506'
 DQ4506'NOTE-THIS STATION IS THE BASE MARK FOR A CONTINUOUSLY OPERATING
 DQ4506'REFERENCE STATION AND IS NOT FOR GPS OBSERVATIONS.
 DQ4506'
 DQ4506'NOTE2-THE CONCRETE BASE FOUNDATION FOR THE CONTINUOUSLY OPERATING
 DQ4506'REFERENCE STATION WAS CONSTRUCTED IN 2009.  THE BASE MARK SURVEY DISK
 DQ4506'WAS SET IN 2016.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4504 ***********************************************************************
 DQ4504  DESIGNATION -  9A145
 DQ4504  PID         -  DQ4504
 DQ4504  STATE/COUNTY-  WI/IOWA
 DQ4504  COUNTRY     -  US
 DQ4504  USGS QUAD   -  CLYDE (2018)
 DQ4504
 DQ4504                         *CURRENT SURVEY CONTROL
 DQ4504  ______________________________________________________________________
 DQ4504* NAD 83(1986) POSITION- 43 01 55.47   (N) 090 08 25.99   (W)   HD_HELD1
 DQ4504* NAVD 88 ORTHO HEIGHT -   377.024 (meters)     1236.95  (feet) ADJUSTED
 DQ4504  ______________________________________________________________________
 DQ4504  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 DQ4504  DYNAMIC HEIGHT  -        376.914 (meters)     1236.59  (feet) COMP
 DQ4504  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 DQ4504
 DQ4504  VERT ORDER      -  SECOND    CLASS I
 DQ4504
 DQ4504.The horizontal coordinates were determined by differentially corrected
 DQ4504.hand held GPS observations or other comparable positioning techniques
 DQ4504.and have an estimated accuracy of +/- 3 meters.
 DQ4504
 DQ4504.The orthometric height was determined by differential leveling and
 DQ4504.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4504.in March 2017.
 DQ4504
 DQ4504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4504.GEOID18 height accuracy estimate available here.
 DQ4504
 DQ4504.Click photographs - Photos may exist for this station.
 DQ4504
 DQ4504.The dynamic height is computed by dividing the NAVD 88
 DQ4504.geopotential number by the normal gravity value computed on the
 DQ4504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4504.degrees latitude (g = 980.6199 gals.).
 DQ4504
 DQ4504.The modeled gravity was interpolated from observed gravity values.
 DQ4504
 DQ4504;                    North         East    Units  Estimated Accuracy
 DQ4504;SPC WI S     -   114,663.3     588,545.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4504
 DQ4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3295468345(NAD 83)
 DQ4504
 DQ4504                          SUPERSEDED SURVEY CONTROL
 DQ4504
 DQ4504.No superseded survey control is available for this station.
 DQ4504
 DQ4504_MARKER: DD = SURVEY DISK
 DQ4504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4504_STAMPING: 9A145 2014
 DQ4504_MARK LOGO: WIDT
 DQ4504_PROJECTION: FLUSH
 DQ4504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4504+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2016
 DQ4504
 DQ4504  HISTORY     - Date     Condition        Report By
 DQ4504  HISTORY     - 2014     MONUMENTED       WIDT
 DQ4504  HISTORY     - 20160906 GOOD             WIDT
 DQ4504
 DQ4504                          STATION DESCRIPTION
 DQ4504
 DQ4504'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4504'THE STATION IS 12 MI (19.3 KM) EAST OF HIGHLAND, 11 MI (17.7 KM) SOUTH
 DQ4504'OF LONE ROCK, AND 5 MI (8.0 KM) NORTH OF DODGEVILLE.
 DQ4504'
 DQ4504'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE
 DQ4504'HIGHWAY 23 IN THE CITY OF DODGEVILLE, GO NORTH ON STATE HIGHWAY 23 FOR
 DQ4504'4.0 MI (6.4 KM) TO NORWEGIAN HOLLOW ROAD ON THE LEFT, CONTINUE NORTH
 DQ4504'ON STATE HIGHWAY 23 FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.
 DQ4504'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4504'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4504'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.  THE
 DQ4504'STATION IS 18.3 M (60.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DQ4504'23, 0.05 MI (0.08 KM) SOUTH OF GOLDMINE ROAD, 10 M (32.8 FT) NORTH OF
 DQ4504'THE CENTER OF A FIELD ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE
 DQ4504'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ4504'
 DQ4504'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4504'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9253 ***********************************************************************
 DQ9253  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ9253  DESIGNATION -  9A146
 DQ9253  PID         -  DQ9253
 DQ9253  STATE/COUNTY-  WI/MONROE
 DQ9253  COUNTRY     -  US
 DQ9253  USGS QUAD   -  CATARACT (2018)
 DQ9253
 DQ9253                         *CURRENT SURVEY CONTROL
 DQ9253  ______________________________________________________________________
 DQ9253* NAD 83(2011) POSITION- 44 00 05.50821(N) 090 48 49.00425(W)   ADJUSTED
 DQ9253* NAD 83(2011) ELLIP HT-   230.282 (meters)        (08/28/18)   ADJUSTED
 DQ9253* NAD 83(2011) EPOCH   -  2010.00
 DQ9253* NAVD 88 ORTHO HEIGHT -   263.37  (meters)      864.1   (feet) GPS OBS
 DQ9253  ______________________________________________________________________
 DQ9253  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9253  GEOID HEIGHT    -        -33.088 (meters)                     GEOID12B
 DQ9253  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 DQ9253  NAD 83(2011) X  -    -65,255.227 (meters)                     COMP
 DQ9253  NAD 83(2011) Y  - -4,595,060.576 (meters)                     COMP
 DQ9253  NAD 83(2011) Z  -  4,408,373.876 (meters)                     COMP
 DQ9253  LAPLACE CORR    -         -8.47  (seconds)                    DEFLEC18
 DQ9253
 DQ9253  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9253  Standards:
 DQ9253         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9253            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9253  -------------------------------------------------------------------
 DQ9253  NETWORK    0.50   0.94           0.23   0.17   0.48     -0.09250051
 DQ9253  -------------------------------------------------------------------
 DQ9253  Click here for local accuracies and other accuracy information.
 DQ9253
 DQ9253.The horizontal coordinates were established by GPS observations
 DQ9253.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DQ9253
 DQ9253.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9253.been affixed to the stable North American tectonic plate. See 
 DQ9253.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9253
 DQ9253.The horizontal coordinates are valid at the epoch date displayed above
 DQ9253.which is a decimal equivalence of Year/Month/Day.
 DQ9253
 DQ9253.The orthometric height was determined by GPS observations and a
 DQ9253.high-resolution geoid model using precise GPS observation and
 DQ9253.processing techniques.
 DQ9253
 DQ9253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9253.GEOID18 height accuracy estimate available here.
 DQ9253
 DQ9253.Click photographs - Photos may exist for this station.
 DQ9253
 DQ9253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9253
 DQ9253.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9253
 DQ9253.The ellipsoidal height was determined by GPS observations
 DQ9253.and is referenced to NAD 83.
 DQ9253
 DQ9253. The following values were computed from the NAD 83(2011) position.
 DQ9253
 DQ9253;                    North         East     Units Scale Factor Converg.
 DQ9253;SPC WI S     -   222,675.432   534,746.789   MT  0.99998742   -0 33 32.5
 DQ9253;SPC WI S     -   730,560.98  1,754,415.09   sFT  0.99998742   -0 33 32.5
 DQ9253;UTM  15      - 4,874,366.693   675,288.735   MT  0.99997792   +1 31 09.2
 DQ9253
 DQ9253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9253!SPC WI S     -   0.99996389  x   0.99998742  =   0.99995131
 DQ9253!UTM  15      -   0.99996389  x   0.99997792  =   0.99994181
 DQ9253
 DQ9253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7528874366(NAD 83)
 DQ9253
 DQ9253                          SUPERSEDED SURVEY CONTROL
 DQ9253
 DQ9253.No superseded survey control is available for this station.
 DQ9253
 DQ9253_MARKER: DD = SURVEY DISK
 DQ9253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ9253_STAMPING: 9A146 2013
 DQ9253_MARK LOGO: WIDT
 DQ9253_PROJECTION: FLUSH
 DQ9253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ9253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9253+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DQ9253
 DQ9253  HISTORY     - Date     Condition        Report By
 DQ9253  HISTORY     - 2013     MONUMENTED       WIDT
 DQ9253  HISTORY     - 20180709 GOOD             WIDT
 DQ9253
 DQ9253                          STATION DESCRIPTION
 DQ9253
 DQ9253'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9253'THE STATION IS 15 MI (24.1 KM) WEST OF TOMAH, 6 MI (9.7 KM) SOUTH OF
 DQ9253'CATARACT AND 4 MI (6.4 KM) NORTH OF SPARTA.
 DQ9253'
 DQ9253'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND STATE
 DQ9253'HIGHWAY 71 (WISCONSIN STREET) WITH STATE HIGHWAY 21 (WATER STREET) IN
 DQ9253'THE CITY OF SPARTA, GO NORTH ON STATE HIGHWAY 21 (WATER STREET) FOR
 DQ9253'0.75 MI (1.21 KM) TO STATE HIGHWAY 21 EAST (MONTGOMERY STREET) ON THE
 DQ9253'RIGHT.  CONTINUE NORTH ON COUNTY HIGHWAY B (WATER STREET) FOR 3.35 MI
 DQ9253'(5.39 KM) TO FERNWOOD AVENUE ON THE LEFT.  CONTINUE NORTH ON COUNTY
 DQ9253'HIGHWAY B FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DQ9253'
 DQ9253'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9253'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ9253'INCHES) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DQ9253'THE STATION IS 10.1 M (33.1 FT) EAST OF THE CENTERLINE OF COUNTY
 DQ9253'HIGHWAY B, 39 M (128.0 FT) SOUTH OF THE EXTENDED CENTER OF A PRIVATE
 DQ9253'DRIVEWAY -11877- AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ9253'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DQ9253'
 DQ9253'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9253'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2193 ***********************************************************************
 DP2193  DESIGNATION -  9A147
 DP2193  PID         -  DP2193
 DP2193  STATE/COUNTY-  WI/KENOSHA
 DP2193  COUNTRY     -  US
 DP2193  USGS QUAD   -  PLEASANT PRAIRIE (2018)
 DP2193
 DP2193                         *CURRENT SURVEY CONTROL
 DP2193  ______________________________________________________________________
 DP2193* NAD 83(1986) POSITION- 42 33 37.81   (N) 087 55 12.27   (W)   HD_HELD1
 DP2193* NAVD 88 ORTHO HEIGHT -   224.464 (meters)      736.43  (feet) ADJUSTED
 DP2193  ______________________________________________________________________
 DP2193  GEOID HEIGHT    -        -34.627 (meters)                     GEOID18
 DP2193  DYNAMIC HEIGHT  -        224.395 (meters)      736.20  (feet) COMP
 DP2193  MODELED GRAVITY -    980,309.4   (mgal)                       NAVD 88
 DP2193
 DP2193  VERT ORDER      -  SECOND    CLASS I
 DP2193
 DP2193.The horizontal coordinates were determined by differentially corrected
 DP2193.hand held GPS observations or other comparable positioning techniques
 DP2193.and have an estimated accuracy of +/- 3 meters.
 DP2193
 DP2193.The orthometric height was determined by differential leveling and
 DP2193.adjusted by the NATIONAL GEODETIC SURVEY
 DP2193.in April 2014.
 DP2193
 DP2193.No vertical observational check was made to the station.
 DP2193
 DP2193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2193.GEOID18 height accuracy estimate available here.
 DP2193
 DP2193.Click photographs - Photos may exist for this station.
 DP2193
 DP2193.The dynamic height is computed by dividing the NAVD 88
 DP2193.geopotential number by the normal gravity value computed on the
 DP2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2193.degrees latitude (g = 980.6199 gals.).
 DP2193
 DP2193.The modeled gravity was interpolated from observed gravity values.
 DP2193
 DP2193;                    North         East    Units  Estimated Accuracy
 DP2193;SPC WI S     -    64,397.9     770,791.9     MT  (+/- 3 meters HH1 GPS) 
 DP2193
 DP2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2447312421(NAD 83)
 DP2193
 DP2193                          SUPERSEDED SURVEY CONTROL
 DP2193
 DP2193.No superseded survey control is available for this station.
 DP2193
 DP2193_MARKER: DD = SURVEY DISK
 DP2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2193_STAMPING: 9A147 2013
 DP2193_MARK LOGO: WIDT
 DP2193_PROJECTION: FLUSH
 DP2193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2193+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2014
 DP2193
 DP2193  HISTORY     - Date     Condition        Report By
 DP2193  HISTORY     - 2013     MONUMENTED       WIDT
 DP2193  HISTORY     - 20140112 GOOD             WIDT
 DP2193
 DP2193                          STATION DESCRIPTION
 DP2193
 DP2193'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2193'THE STATION IS LOCATED IN THE NORTH LAWN OF THE PLEASANT PRAIRIE
 DP2193'ELEMENTARY SCHOOL IN THE VILLAGE OF PLEASANT PRAIRIE, ABOUT 9 MI (14.5
 DP2193'KM) EAST OF PADDOCK LAKE AND 6 MI(9.7 KM) SOUTHWEST OF KENOSHA.
 DP2193'
 DP2193'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND US
 DP2193'HIGHWAY 41 WITH STATE HIGHWAY 50 (EXIT 344), GO EAST ON STATE HIGHWAY
 DP2193'50 FOR 1.55 MI (2.5 KM) TO 94TH AVENUE.  TURN RIGHT AND GO SOUTH ON
 DP2193'94TH AVENUE FOR 0.3 MI (0.5 KM) TO 80TH STREET ON THE LEFT.  TURN LEFT
 DP2193'AND GO EAST ON 80TH STREET FOR 200 FT (61.0 M) TO A DRIVEWAY ENTRANCE
 DP2193'FOR THE PLEASANT PRAIRIE ELEMENTARY SCHOOL ON THE RIGHT AND THE
 DP2193'STATION ON THE RIGHT.
 DP2193'
 DP2193'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2193'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2193'INCH) DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M (7.9 FT) FLUSH
 DP2193'WITH THE GROUND, LOCATED ABOUT 20 M (65.6 FT) NORTHWEST OF THE SCHOOL
 DP2193'STAFF PARKING LOT.
 DP2193'
 DP2193'THE STATION IS 29.8 M (97.8 FT) SOUTH OF THE CENTERLINE OF 80TH
 DP2193'STREET, 28.9 M (94.8 FT) NORTH-NORTHEAST OF A CONCRETE BASE FOR A
 DP2193'PARKING LOT LIGHT POLE, 28.1 M (92.2 FT) NORTHWEST OF A CONCRETE BASE
 DP2193'FOR A PARKING LOT LIGHT POLE AND 19.0 M (62.3 FT) SOUTH OF SIDEWALK
 DP2193'ALONG 80TH STREET.
 DP2193'
 DP2193'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2193'DEGREES ABOVE THE HORIZON.  AT THE REQUEST OF THE SCHOOL FACILITIES
 DP2193'MANAGER, NO WITNESS POST WAS SET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2194 ***********************************************************************
 DP2194  DESIGNATION -  9A148
 DP2194  PID         -  DP2194
 DP2194  STATE/COUNTY-  WI/KENOSHA
 DP2194  COUNTRY     -  US
 DP2194  USGS QUAD   -  PLEASANT PRAIRIE (2018)
 DP2194
 DP2194                         *CURRENT SURVEY CONTROL
 DP2194  ______________________________________________________________________
 DP2194* NAD 83(1986) POSITION- 42 34 02.7    (N) 087 57 08.8    (W)   HD_HELD2
 DP2194* NAVD 88 ORTHO HEIGHT -   211.777 (meters)      694.81  (feet) ADJUSTED
 DP2194  ______________________________________________________________________
 DP2194  GEOID HEIGHT    -        -34.621 (meters)                     GEOID18
 DP2194  DYNAMIC HEIGHT  -        211.712 (meters)      694.59  (feet) COMP
 DP2194  MODELED GRAVITY -    980,307.2   (mgal)                       NAVD 88
 DP2194
 DP2194  VERT ORDER      -  SECOND    CLASS I
 DP2194
 DP2194.The horizontal coordinates were established by autonomous hand held GPS
 DP2194.observations and have an estimated accuracy of +/- 10 meters.
 DP2194
 DP2194.The orthometric height was determined by differential leveling and
 DP2194.adjusted by the NATIONAL GEODETIC SURVEY
 DP2194.in April 2014.
 DP2194
 DP2194.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2194.GEOID18 height accuracy estimate available here.
 DP2194
 DP2194.Click photographs - Photos may exist for this station.
 DP2194
 DP2194.The dynamic height is computed by dividing the NAVD 88
 DP2194.geopotential number by the normal gravity value computed on the
 DP2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2194.degrees latitude (g = 980.6199 gals.).
 DP2194
 DP2194.The modeled gravity was interpolated from observed gravity values.
 DP2194
 DP2194;                    North         East    Units  Estimated Accuracy
 DP2194;SPC WI S     -    65,100.      768,116.      MT  (+/- 10 meters HH2 GPS)
 DP2194
 DP2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2182513218(NAD 83)
 DP2194
 DP2194                          SUPERSEDED SURVEY CONTROL
 DP2194
 DP2194.No superseded survey control is available for this station.
 DP2194
 DP2194_MARKER: DD = SURVEY DISK
 DP2194_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP2194_SP_SET: PIER SHAFT FOOTING
 DP2194_STAMPING: 9A148 2013
 DP2194_MARK LOGO: WIDT
 DP2194_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2194+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 DP2194
 DP2194  HISTORY     - Date     Condition        Report By
 DP2194  HISTORY     - 2013     MONUMENTED       WIDT
 DP2194  HISTORY     - 20140113 GOOD             WIDT
 DP2194
 DP2194                          STATION DESCRIPTION
 DP2194
 DP2194'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2194'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND US
 DP2194'HIGHWAY 41 WITH STATE HIGHWAY 50 (EXIT 344), ABOUT 8 MI (12.9 KM) EAST
 DP2194'OF PADDOCK LAKE, 7 MI (11.3 KM) WEST OF KENOSHA AND 2 MI (3.2 KM)
 DP2194'NORTHWEST OF PLEASANT PRAIRIE.
 DP2194'
 DP2194'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2194'GEODETIC SURVEY CONTROL STATION DISK, LOCATED UNDER THE INTERSTATE
 DP2194'HIGHWAY GRADE SEPARATION STRUCTURE AT THE EAST END OF THE PIER SHAFT
 DP2194'FOOTING IN THE CONCRETE MEDIAN OF STATE HIGHWAY 50.
 DP2194'
 DP2194'THE STATION IS 29 M (95.1 FT) SOUTH OF THE NORTH ABUTMENT FACE OF A
 DP2194'RETAINING WALL R-30-009, 29 M (95.1 FT) NORTH OF THE SOUTH ABUTMENT
 DP2194'FACE OF A RETAINING WALL R-30-008, 0.35 M (1.1 FT) WEST OF THE EAST
 DP2194'END OF THE LARGE PIER SHAFT FOOTING AND ABOUT 1 M (3.3 FT) HIGHER THAN
 DP2194'THE STATE HIGHWAY 50 PAVEMENT.
 DP2194'
 DP2194'NOTE-NO WITNESS POST SET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2195 ***********************************************************************
 DP2195  DESIGNATION -  9A149
 DP2195  PID         -  DP2195
 DP2195  STATE/COUNTY-  WI/KENOSHA
 DP2195  COUNTRY     -  US
 DP2195  USGS QUAD   -  PLEASANT PRAIRIE (2018)
 DP2195
 DP2195                         *CURRENT SURVEY CONTROL
 DP2195  ______________________________________________________________________
 DP2195* NAD 83(1986) POSITION- 42 33 15.57   (N) 087 57 10.31   (W)   HD_HELD1
 DP2195* NAVD 88 ORTHO HEIGHT -   210.002 (meters)      688.98  (feet) ADJUSTED
 DP2195  ______________________________________________________________________
 DP2195  GEOID HEIGHT    -        -34.607 (meters)                     GEOID18
 DP2195  DYNAMIC HEIGHT  -        209.937 (meters)      688.77  (feet) COMP
 DP2195  MODELED GRAVITY -    980,305.9   (mgal)                       NAVD 88
 DP2195
 DP2195  VERT ORDER      -  SECOND    CLASS I
 DP2195
 DP2195.The horizontal coordinates were determined by differentially corrected
 DP2195.hand held GPS observations or other comparable positioning techniques
 DP2195.and have an estimated accuracy of +/- 3 meters.
 DP2195
 DP2195.The orthometric height was determined by differential leveling and
 DP2195.adjusted by the NATIONAL GEODETIC SURVEY
 DP2195.in April 2014.
 DP2195
 DP2195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2195.GEOID18 height accuracy estimate available here.
 DP2195
 DP2195.Click photographs - Photos may exist for this station.
 DP2195
 DP2195.The dynamic height is computed by dividing the NAVD 88
 DP2195.geopotential number by the normal gravity value computed on the
 DP2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2195.degrees latitude (g = 980.6199 gals.).
 DP2195
 DP2195.The modeled gravity was interpolated from observed gravity values.
 DP2195
 DP2195;                    North         East    Units  Estimated Accuracy
 DP2195;SPC WI S     -    63,645.2     768,116.8     MT  (+/- 3 meters HH1 GPS) 
 DP2195
 DP2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2177411765(NAD 83)
 DP2195
 DP2195                          SUPERSEDED SURVEY CONTROL
 DP2195
 DP2195.No superseded survey control is available for this station.
 DP2195
 DP2195_MARKER: DD = SURVEY DISK
 DP2195_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP2195_SP_SET: BRIDGE PARAPET WALL
 DP2195_STAMPING: 9A149 2013
 DP2195_MARK LOGO: WIDT
 DP2195_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP2195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2195+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 DP2195
 DP2195  HISTORY     - Date     Condition        Report By
 DP2195  HISTORY     - 2013     MONUMENTED       WIDT
 DP2195  HISTORY     - 20140113 GOOD             WIDT
 DP2195
 DP2195                          STATION DESCRIPTION
 DP2195
 DP2195'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2195'THE STATION IS LOCATED 19 MI (30.6 KM) SOUTHEAST OF BURLINGTON, 7 MI
 DP2195'(11.3 KM) SOUTHWEST OF KENOSHA AND 5 MI (8.0 KM) EAST OF BRISTOL.
 DP2195'
 DP2195'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND US
 DP2195'HIGHWAY 41 WITH COUNTY HIGHWAY C (EXIT 345), GO WEST ON COUNTY HIGHWAY
 DP2195'C FOR APPROXIMATELY 0.25 MI (0.4 KM) TO WEST FRONTAGE ROAD TURN RIGHT
 DP2195'AND GO NORTH ON WEST FRONTAGE ROAD FOR 0.9 MI (1.4 KM) TO A BRIDGE
 DP2195'OVER THE DES PLAINES RIVER AND THE STATION ON THE RIGHT.
 DP2195'
 DP2195'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2195'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH END OF THE EAST
 DP2195'PARAPET WALL OF THE STRUCTURE B-30-98 OVER THE DES PLAINES RIVER.
 DP2195'
 DP2195'THE STATION IS 8.5 M (27.9 FT) EAST OF THE CENTERLINE OF WEST FRONTAGE
 DP2195'ROAD 23.0 M (75.5 FT) SOUTH OF A -NO PARKING ANY TIME- SIGN, 5.3 M
 DP2195'(17.4 FT) WEST OF THE WEST PARAPET WALL OF SOUTHBOUND INTERSTATE
 DP2195'HIGHWAY 94 AND US HIGHWAY 41 AND 1.7 M (5.6 FT) SOUTH OF A WHITE
 DP2195'PLASTIC WITNESS POST.
 DP2195'
 DP2195'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP2195'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2198 ***********************************************************************
 DP2198  DESIGNATION -  9A150
 DP2198  PID         -  DP2198
 DP2198  STATE/COUNTY-  WI/RACINE
 DP2198  COUNTRY     -  US
 DP2198  USGS QUAD   -  STURTEVANT (2018)
 DP2198
 DP2198                         *CURRENT SURVEY CONTROL
 DP2198  ______________________________________________________________________
 DP2198* NAD 83(2011) POSITION- 42 43 40.18783(N) 087 57 03.97069(W)   ADJUSTED
 DP2198* NAD 83(2011) ELLIP HT-   193.176 (meters)        (04/22/14)   ADJUSTED
 DP2198* NAD 83(2011) EPOCH   -  2010.00
 DP2198* NAVD 88 ORTHO HEIGHT -   227.910 (meters)      747.73  (feet) ADJUSTED
 DP2198  ______________________________________________________________________
 DP2198  GEOID HEIGHT    -        -34.734 (meters)                     GEOID18
 DP2198  NAD 83(2011) X  -    167,773.866 (meters)                     COMP
 DP2198  NAD 83(2011) Y  - -4,689,662.989 (meters)                     COMP
 DP2198  NAD 83(2011) Z  -  4,305,471.172 (meters)                     COMP
 DP2198  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 DP2198  DYNAMIC HEIGHT  -        227.843 (meters)      747.51  (feet) COMP
 DP2198  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 DP2198
 DP2198  VERT ORDER      -  SECOND    CLASS I
 DP2198
 DP2198  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2198  Standards:
 DP2198         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2198            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2198  -------------------------------------------------------------------
 DP2198  NETWORK    0.52   0.55           0.24   0.17   0.28      0.03161079
 DP2198  -------------------------------------------------------------------
 DP2198  Click here for local accuracies and other accuracy information.
 DP2198
 DP2198.The horizontal coordinates were established by GPS observations
 DP2198.and adjusted by the GEODETIC SPECIALISTS LLC in April 2014.
 DP2198
 DP2198.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2198.been affixed to the stable North American tectonic plate. See 
 DP2198.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2198
 DP2198.The horizontal coordinates are valid at the epoch date displayed above
 DP2198.which is a decimal equivalence of Year/Month/Day.
 DP2198
 DP2198.The orthometric height was determined by differential leveling and
 DP2198.adjusted by the NATIONAL GEODETIC SURVEY
 DP2198.in April 2014.
 DP2198
 DP2198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2198.GEOID18 height accuracy estimate available here.
 DP2198
 DP2198.Click photographs - Photos may exist for this station.
 DP2198
 DP2198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2198
 DP2198.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2198
 DP2198.The ellipsoidal height was determined by GPS observations
 DP2198.and is referenced to NAD 83.
 DP2198
 DP2198.The dynamic height is computed by dividing the NAVD 88
 DP2198.geopotential number by the normal gravity value computed on the
 DP2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2198.degrees latitude (g = 980.6199 gals.).
 DP2198
 DP2198.The modeled gravity was interpolated from observed gravity values.
 DP2198
 DP2198. The following values were computed from the NAD 83(2011) position.
 DP2198
 DP2198;                    North         East     Units Scale Factor Converg.
 DP2198;SPC WI S     -    82,917.264   767,787.857   MT  1.00000111   +1 24 28.1
 DP2198;SPC WI S     -   272,037.72  2,518,983.99   sFT  1.00000111   +1 24 28.1
 DP2198;UTM  16      - 4,731,030.022   422,135.587   MT  0.99967459   -0 38 43.3
 DP2198
 DP2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2198!SPC WI S     -   0.99996971  x   1.00000111  =   0.99997082
 DP2198!UTM  16      -   0.99996971  x   0.99967459  =   0.99964431
 DP2198
 DP2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2213531030(NAD 83)
 DP2198
 DP2198                          SUPERSEDED SURVEY CONTROL
 DP2198
 DP2198.No superseded survey control is available for this station.
 DP2198
 DP2198_MARKER: DD = SURVEY DISK
 DP2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2198_STAMPING: 9A150 2013
 DP2198_MARK LOGO: WIDT
 DP2198_PROJECTION: FLUSH
 DP2198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2198+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2014
 DP2198
 DP2198  HISTORY     - Date     Condition        Report By
 DP2198  HISTORY     - 2013     MONUMENTED       WIDT
 DP2198  HISTORY     - 20140109 GOOD             WIDT
 DP2198
 DP2198                          STATION DESCRIPTION
 DP2198
 DP2198'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2198'THE STATION IS LOCATED 9 MI (14.5 KM) WEST OF RACINE, 6 MI (9.7 KM)
 DP2198'NORTHEAST OF UNION GROVE AND 5 MI (8.0 KM) NORTHWEST OF MOUNT
 DP2198'PLEASANT.
 DP2198'
 DP2198'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND US
 DP2198'HIGHWAY 41 WITH STATE HIGHWAY 20 (WASHINGTON AVENUE) (EXIT 333), GO
 DP2198'EAST ON STATE HIGHWAY 20 (WASHINGTON AVENUE) FOR 0.15 MI (0.2 KM) TO
 DP2198'EAST FRONTAGE ROAD.  TURN LEFT AND GO NORTH ON EAST FRONTAGE ROAD FOR
 DP2198'0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.
 DP2198'
 DP2198'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2198'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2198'INCH) DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M (7.9 FT) AND
 DP2198'ABOUT LEVEL WITH THE EAST FRONTAGE ROAD PAVEMENT.
 DP2198'
 DP2198'THE STATION IS 21.0 M (68.9 FT) SOUTHWEST OF THE CENTERLINE OF EAST
 DP2198'FRONTAGE ROAD, 12.7 M (41.7 FT) SOUTHEAST OF A -MEDIAN AHEAD- SIGN,
 DP2198'2.9 M (9.5 FT) EAST OF A YELLOW RIGHT-OF-WAY POST AND LOCATED IN THE
 DP2198'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP2198'
 DP2198'NOTE-THERE ARE NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2198'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2199 ***********************************************************************
 DP2199  DESIGNATION -  9A151
 DP2199  PID         -  DP2199
 DP2199  STATE/COUNTY-  WI/RACINE
 DP2199  COUNTRY     -  US
 DP2199  USGS QUAD   -  STURTEVANT (2018)
 DP2199
 DP2199                         *CURRENT SURVEY CONTROL
 DP2199  ______________________________________________________________________
 DP2199* NAD 83(1986) POSITION- 42 44 19.14   (N) 087 57 11.98   (W)   HD_HELD1
 DP2199* NAVD 88 ORTHO HEIGHT -   226.757 (meters)      743.95  (feet) ADJUSTED
 DP2199  ______________________________________________________________________
 DP2199  GEOID HEIGHT    -        -34.739 (meters)                     GEOID18
 DP2199  DYNAMIC HEIGHT  -        226.690 (meters)      743.73  (feet) COMP
 DP2199  MODELED GRAVITY -    980,322.8   (mgal)                       NAVD 88
 DP2199
 DP2199  VERT ORDER      -  SECOND    CLASS I
 DP2199
 DP2199.The horizontal coordinates were determined by differentially corrected
 DP2199.hand held GPS observations or other comparable positioning techniques
 DP2199.and have an estimated accuracy of +/- 3 meters.
 DP2199
 DP2199.The orthometric height was determined by differential leveling and
 DP2199.adjusted by the NATIONAL GEODETIC SURVEY
 DP2199.in April 2014.
 DP2199
 DP2199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2199.GEOID18 height accuracy estimate available here.
 DP2199
 DP2199.Click photographs - Photos may exist for this station.
 DP2199
 DP2199.The dynamic height is computed by dividing the NAVD 88
 DP2199.geopotential number by the normal gravity value computed on the
 DP2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2199.degrees latitude (g = 980.6199 gals.).
 DP2199
 DP2199.The modeled gravity was interpolated from observed gravity values.
 DP2199
 DP2199;                    North         East    Units  Estimated Accuracy
 DP2199;SPC WI S     -    84,114.4     767,576.2     MT  (+/- 3 meters HH1 GPS) 
 DP2199
 DP2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2196732233(NAD 83)
 DP2199
 DP2199                          SUPERSEDED SURVEY CONTROL
 DP2199
 DP2199.No superseded survey control is available for this station.
 DP2199
 DP2199_MARKER: DD = SURVEY DISK
 DP2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2199_STAMPING: 9A151 2013
 DP2199_MARK LOGO: WIDT
 DP2199_PROJECTION: FLUSH
 DP2199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2199+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2014
 DP2199
 DP2199  HISTORY     - Date     Condition        Report By
 DP2199  HISTORY     - 2013     MONUMENTED       WIDT
 DP2199  HISTORY     - 20140109 GOOD             WIDT
 DP2199
 DP2199                          STATION DESCRIPTION
 DP2199
 DP2199'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2199'THE STATION IS APPROXIMATELY 9 MI (14.5 KM) WEST OF RACINE, 6 MI (9.7
 DP2199'KM) NORTHEAST OF UNION GROVE AND 5 MI (8.0 KM) NORTHWEST OF MOUNT
 DP2199'PLEASANT.
 DP2199'
 DP2199'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND US
 DP2199'HIGHWAY 41 WITH STATE HIGHWAY 20 (WASHINGTON AVENUE) (EXIT 333), GO
 DP2199'EAST ON STATE HIGHWAY 20 (WASHINGTON AVENUE) FOR 0.15 MI (0.2 KM) TO
 DP2199'EAST FRONTAGE ROAD.  TURN LEFT AND GO NORTH ON EAST FRONTAGE ROAD FOR
 DP2199'0.65 MI (1.0 KM) TO COUNTY HIGHWAY C.  CONTINUE NORTH ON EAST FRONTAGE
 DP2199'ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DP2199'
 DP2199'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2199'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2199'INCH) DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M (7.9 FT) AND
 DP2199'ABOUT LEVEL WITH THE EAST FRONTAGE ROAD PAVEMENT.
 DP2199'
 DP2199'THE STATION IS 15.4 M (50.5 FT) EAST OF THE CENTERLINE OF EAST
 DP2199'FRONTAGE ROAD, 29 M (95.1 FT) SOUTH OF A GRAVEL FIELD ENTRANCE, 25.1 M
 DP2199'(82.3 FT) SOUTHWEST OF A LARGE HIGHWAY BILLBOARD SIGN, 18.8 M (61.7
 DP2199'FT) SOUTH-SOUTHWEST OF POWER POLE NUMBER 12-14682 AND LOCATED IN THE
 DP2199'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DP2199'
 DP2199'NOTE-THERE ARE NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2199'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2200 ***********************************************************************
 DP2200  DESIGNATION -  9A152
 DP2200  PID         -  DP2200
 DP2200  STATE/COUNTY-  WI/RACINE
 DP2200  COUNTRY     -  US
 DP2200  USGS QUAD   -  FRANKSVILLE (2018)
 DP2200
 DP2200                         *CURRENT SURVEY CONTROL
 DP2200  ______________________________________________________________________
 DP2200* NAD 83(2011) POSITION- 42 45 28.63900(N) 087 57 12.26305(W)   ADJUSTED
 DP2200* NAD 83(2011) ELLIP HT-   201.305 (meters)        (04/22/14)   ADJUSTED
 DP2200* NAD 83(2011) EPOCH   -  2010.00
 DP2200* NAVD 88 ORTHO HEIGHT -   236.057 (meters)      774.46  (feet) ADJUSTED
 DP2200  ______________________________________________________________________
 DP2200  GEOID HEIGHT    -        -34.749 (meters)                     GEOID18
 DP2200  NAD 83(2011) X  -    167,504.426 (meters)                     COMP
 DP2200  NAD 83(2011) Y  - -4,687,405.736 (meters)                     COMP
 DP2200  NAD 83(2011) Z  -  4,307,934.497 (meters)                     COMP
 DP2200  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 DP2200  DYNAMIC HEIGHT  -        235.989 (meters)      774.24  (feet) COMP
 DP2200  MODELED GRAVITY -    980,325.6   (mgal)                       NAVD 88
 DP2200
 DP2200  VERT ORDER      -  SECOND    CLASS I
 DP2200
 DP2200  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2200  Standards:
 DP2200         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2200            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2200  -------------------------------------------------------------------
 DP2200  NETWORK    0.74   0.69           0.35   0.22   0.35      0.20434052
 DP2200  -------------------------------------------------------------------
 DP2200  Click here for local accuracies and other accuracy information.
 DP2200
 DP2200.The horizontal coordinates were established by GPS observations
 DP2200.and adjusted by the GEODETIC SPECIALISTS LLC in April 2014.
 DP2200
 DP2200.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2200.been affixed to the stable North American tectonic plate. See 
 DP2200.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2200
 DP2200.The horizontal coordinates are valid at the epoch date displayed above
 DP2200.which is a decimal equivalence of Year/Month/Day.
 DP2200
 DP2200.The orthometric height was determined by differential leveling and
 DP2200.adjusted by the NATIONAL GEODETIC SURVEY
 DP2200.in April 2014.
 DP2200
 DP2200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2200.GEOID18 height accuracy estimate available here.
 DP2200
 DP2200.Click photographs - Photos may exist for this station.
 DP2200
 DP2200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2200
 DP2200.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2200
 DP2200.The ellipsoidal height was determined by GPS observations
 DP2200.and is referenced to NAD 83.
 DP2200
 DP2200.The dynamic height is computed by dividing the NAVD 88
 DP2200.geopotential number by the normal gravity value computed on the
 DP2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2200.degrees latitude (g = 980.6199 gals.).
 DP2200
 DP2200.The modeled gravity was interpolated from observed gravity values.
 DP2200
 DP2200. The following values were computed from the NAD 83(2011) position.
 DP2200
 DP2200;                    North         East     Units Scale Factor Converg.
 DP2200;SPC WI S     -    86,258.172   767,517.136   MT  0.99999513   +1 24 22.4
 DP2200;SPC WI S     -   282,998.69  2,518,095.80   sFT  0.99999513   +1 24 22.4
 DP2200;UTM  16      - 4,734,377.402   421,984.793   MT  0.99967488   -0 38 50.3
 DP2200
 DP2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2200!SPC WI S     -   0.99996843  x   0.99999513  =   0.99996356
 DP2200!UTM  16      -   0.99996843  x   0.99967488  =   0.99964332
 DP2200
 DP2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2198434377(NAD 83)
 DP2200
 DP2200                          SUPERSEDED SURVEY CONTROL
 DP2200
 DP2200.No superseded survey control is available for this station.
 DP2200
 DP2200_MARKER: DD = SURVEY DISK
 DP2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2200_STAMPING: 9A152 2013
 DP2200_MARK LOGO: WIDT
 DP2200_PROJECTION: FLUSH
 DP2200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2200+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2014
 DP2200
 DP2200  HISTORY     - Date     Condition        Report By
 DP2200  HISTORY     - 2013     MONUMENTED       WIDT
 DP2200  HISTORY     - 20140104 GOOD             WIDT
 DP2200
 DP2200                          STATION DESCRIPTION
 DP2200
 DP2200'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2200'THE STATION IS LOCATED APPROXIMATELY 9 MI (14.5 KM) NORTHWEST OF
 DP2200'RACINE, 6 MI (9.7 KM) SOUTHEAST OF NORTH CAPE AND 2 MI (3.2 KM) WEST
 DP2200'OF FRANKSVILLE.
 DP2200'
 DP2200'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND US
 DP2200'HIGHWAY 41 WITH COUNTY HIGHWAY K (EXIT 329), GO EAST ON COUNTY HIGHWAY
 DP2200'K (NORTHWESTERN ROAD) FOR 0.15 MI (0.2 KM) TO EAST FRONTAGE ROAD.
 DP2200'TURN RIGHT AND GO SOUTH ON EAST FRONTAGE ROAD FOR 1.0 MI (1.6 KM) TO
 DP2200'GOLF ROAD.  CONTINUE SOUTH ON EAST FRONTAGE ROAD FOR 0.35 MI (0.6 KM)
 DP2200'TO THE SOUTH HILLS COUNTRY CLUB ON THE LEFT AND THE STATION ON THE
 DP2200'LEFT.
 DP2200'
 DP2200'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2200'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2200'INCH) DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M (7.9 FT) AND
 DP2200'ABOUT LEVEL WITH THE EAST FRONTAGE ROAD PAVEMENT.
 DP2200'
 DP2200'THE STATION IS 15.2 M (49.9 FT) EAST OF THE CENTERLINE OF EAST
 DP2200'FRONTAGE ROAD, 55.4 NORTH-NORTHWEST OF POWER POLE NUMBER 12-06509, 36
 DP2200'M (118.1 FT) SOUTH OF THE DRIVEWAY TO THE SOUTH HILLS COUNTRY CLUB
 DP2200'3047, 29.5 M (96.8 FT) SOUTH-SOUTHWEST OF POWER POLE NUMBER 12-04289,
 DP2200'19.4 M (63.6 FT) WEST OF THE WEST EDGE OF AN ASPHALT PARKING LOT AND
 DP2200'0.3 M (1.0 FT) WEST OF ONE WHITE PLASTIC WITNESS POST.
 DP2200'
 DP2200'NOTE-THERE ARE NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2200'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2201 ***********************************************************************
 DP2201  DESIGNATION -  9A153
 DP2201  PID         -  DP2201
 DP2201  STATE/COUNTY-  WI/RACINE
 DP2201  COUNTRY     -  US
 DP2201  USGS QUAD   -  FRANKSVILLE (2018)
 DP2201
 DP2201                         *CURRENT SURVEY CONTROL
 DP2201  ______________________________________________________________________
 DP2201* NAD 83(2011) POSITION- 42 46 58.66879(N) 087 57 08.35973(W)   ADJUSTED
 DP2201* NAD 83(2011) ELLIP HT-   200.648 (meters)        (04/22/14)   ADJUSTED
 DP2201* NAD 83(2011) EPOCH   -  2010.00
 DP2201* NAVD 88 ORTHO HEIGHT -   235.411 (meters)      772.34  (feet) ADJUSTED
 DP2201  ______________________________________________________________________
 DP2201  GEOID HEIGHT    -        -34.766 (meters)                     GEOID18
 DP2201  NAD 83(2011) X  -    167,525.703 (meters)                     COMP
 DP2201  NAD 83(2011) Y  - -4,685,516.707 (meters)                     COMP
 DP2201  NAD 83(2011) Z  -  4,309,973.482 (meters)                     COMP
 DP2201  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 DP2201  DYNAMIC HEIGHT  -        235.344 (meters)      772.12  (feet) COMP
 DP2201  MODELED GRAVITY -    980,328.9   (mgal)                       NAVD 88
 DP2201
 DP2201  VERT ORDER      -  SECOND    CLASS I
 DP2201
 DP2201  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2201  Standards:
 DP2201         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2201            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2201  -------------------------------------------------------------------
 DP2201  NETWORK    0.48   0.51           0.22   0.16   0.26      0.00738598
 DP2201  -------------------------------------------------------------------
 DP2201  Click here for local accuracies and other accuracy information.
 DP2201
 DP2201.The horizontal coordinates were established by GPS observations
 DP2201.and adjusted by the GEODETIC SPECIALISTS LLC in April 2014.
 DP2201
 DP2201.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2201.been affixed to the stable North American tectonic plate. See 
 DP2201.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2201
 DP2201.The horizontal coordinates are valid at the epoch date displayed above
 DP2201.which is a decimal equivalence of Year/Month/Day.
 DP2201
 DP2201.The orthometric height was determined by differential leveling and
 DP2201.adjusted by the NATIONAL GEODETIC SURVEY
 DP2201.in April 2014.
 DP2201
 DP2201.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2201.GEOID18 height accuracy estimate available here.
 DP2201
 DP2201.Click photographs - Photos may exist for this station.
 DP2201
 DP2201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2201
 DP2201.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2201
 DP2201.The ellipsoidal height was determined by GPS observations
 DP2201.and is referenced to NAD 83.
 DP2201
 DP2201.The dynamic height is computed by dividing the NAVD 88
 DP2201.geopotential number by the normal gravity value computed on the
 DP2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2201.degrees latitude (g = 980.6199 gals.).
 DP2201
 DP2201.The modeled gravity was interpolated from observed gravity values.
 DP2201
 DP2201. The following values were computed from the NAD 83(2011) position.
 DP2201
 DP2201;                    North         East     Units Scale Factor Converg.
 DP2201;SPC WI S     -    89,037.618   767,537.654   MT  0.99999036   +1 24 25.1
 DP2201;SPC WI S     -   292,117.59  2,518,163.12   sFT  0.99999036   +1 24 25.1
 DP2201;UTM  16      - 4,737,153.445   422,104.863   MT  0.99967465   -0 38 48.7
 DP2201
 DP2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2201!SPC WI S     -   0.99996853  x   0.99999036  =   0.99995889
 DP2201!UTM  16      -   0.99996853  x   0.99967465  =   0.99964319
 DP2201
 DP2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2210437153(NAD 83)
 DP2201
 DP2201                          SUPERSEDED SURVEY CONTROL
 DP2201
 DP2201.No superseded survey control is available for this station.
 DP2201
 DP2201_MARKER: DD = SURVEY DISK
 DP2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2201_STAMPING: 9A153 2013
 DP2201_MARK LOGO: WIDT
 DP2201_PROJECTION: FLUSH
 DP2201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2201+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2014
 DP2201
 DP2201  HISTORY     - Date     Condition        Report By
 DP2201  HISTORY     - 2013     MONUMENTED       WIDT
 DP2201  HISTORY     - 20140103 GOOD             WIDT
 DP2201
 DP2201                          STATION DESCRIPTION
 DP2201
 DP2201'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2201'THE STATION IS LOCATED APPROXIMATELY 10 MI (16.1 KM) EAST OF WIND
 DP2201'POINT, 10 MI (16.1 KM) NORTHWEST OF RACINE AND 3 MI (4.8 KM) NORTHWEST
 DP2201'OF FRANKSVILLE.
 DP2201'
 DP2201'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND US
 DP2201'HIGHWAY 41 WITH COUNTY HIGHWAY K (NORTHWESTERN ROAD), GO EAST ON
 DP2201'COUNTY HIGHWAY K (NORTHWESTERN ROAD) FOR APPROXIMATELY 700 FT (213.4
 DP2201'M) TO EAST FRONTAGE ROAD.  TURN LEFT AND GO NORTH ON EAST FRONTAGE
 DP2201'ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.
 DP2201'
 DP2201'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2201'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2201'INCH) DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M (7.9 FT) AND
 DP2201'LOCATED ABOUT 2 M (6.6 FT) HIGHER THAN THE EAST FRONTAGE ROAD
 DP2201'PAVEMENT.
 DP2201'
 DP2201'THE STATION IS 18.2 M (59.7 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 DP2201'EAST FRONTAGE ROAD, 57.8 M (189.6 FT) WEST OF POWER POLE NUMBER
 DP2201'13-01095, 51 M (167.3 FT) NORTHWEST OF A GRAVEL FIELD ENTRANCE, 40.7
 DP2201'SOUTHWEST OF POWER POLE NUMBER 13-01094 AND LOCATED IN THE CENTER OF A
 DP2201'TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP2201'
 DP2201'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2201'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2202 ***********************************************************************
 DP2202  DESIGNATION -  9A154
 DP2202  PID         -  DP2202
 DP2202  STATE/COUNTY-  WI/RACINE
 DP2202  COUNTRY     -  US
 DP2202  USGS QUAD   -  FRANKSVILLE (2018)
 DP2202
 DP2202                         *CURRENT SURVEY CONTROL
 DP2202  ______________________________________________________________________
 DP2202* NAD 83(1986) POSITION- 42 48 27.61   (N) 087 57 13.69   (W)   HD_HELD1
 DP2202* NAVD 88 ORTHO HEIGHT -   237.216 (meters)      778.27  (feet) ADJUSTED
 DP2202  ______________________________________________________________________
 DP2202  GEOID HEIGHT    -        -34.787 (meters)                     GEOID18
 DP2202  DYNAMIC HEIGHT  -        237.149 (meters)      778.05  (feet) COMP
 DP2202  MODELED GRAVITY -    980,331.7   (mgal)                       NAVD 88
 DP2202
 DP2202  VERT ORDER      -  SECOND    CLASS I
 DP2202
 DP2202.The horizontal coordinates were determined by differentially corrected
 DP2202.hand held GPS observations or other comparable positioning techniques
 DP2202.and have an estimated accuracy of +/- 3 meters.
 DP2202
 DP2202.The orthometric height was determined by differential leveling and
 DP2202.adjusted by the NATIONAL GEODETIC SURVEY
 DP2202.in April 2014.
 DP2202
 DP2202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2202.GEOID18 height accuracy estimate available here.
 DP2202
 DP2202.Click photographs - Photos may exist for this station.
 DP2202
 DP2202.The dynamic height is computed by dividing the NAVD 88
 DP2202.geopotential number by the normal gravity value computed on the
 DP2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2202.degrees latitude (g = 980.6199 gals.).
 DP2202
 DP2202.The modeled gravity was interpolated from observed gravity values.
 DP2202
 DP2202;                    North         East    Units  Estimated Accuracy
 DP2202;SPC WI S     -    91,778.3     767,349.2     MT  (+/- 3 meters HH1 GPS) 
 DP2202
 DP2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2201439898(NAD 83)
 DP2202
 DP2202                          SUPERSEDED SURVEY CONTROL
 DP2202
 DP2202.No superseded survey control is available for this station.
 DP2202
 DP2202_MARKER: DD = SURVEY DISK
 DP2202_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP2202_SP_SET: PARAPET WALL
 DP2202_STAMPING: 9A154 3013
 DP2202_MARK LOGO: WIDT
 DP2202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2202+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2014
 DP2202
 DP2202  HISTORY     - Date     Condition        Report By
 DP2202  HISTORY     - 2013     MONUMENTED       WIDT
 DP2202  HISTORY     - 20140103 GOOD             WIDT
 DP2202
 DP2202                          STATION DESCRIPTION
 DP2202
 DP2202'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2202'THE STATION IS LOCATED APPROXIMATELY 7 MI (11.3 KM) SOUTHEAST OF
 DP2202'FRANKLIN, 7 MI (11.3 KM) SOUTHWEST OF OAK CREEK, 2 MI (3.2 KM) WEST OF
 DP2202'CALEDONIA.
 DP2202'
 DP2202'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 DP2202'INTERSTATE HIGHWAY 94 AND US HIGHWAY 41 WITH COUNTY HIGHWAY G (EXIT
 DP2202'327).
 DP2202'
 DP2202'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2202'GEODETIC SURVEY CONTROL STATION DISK SET IN THE WEST END OF THE SOUTH
 DP2202'PARAPET WALL OF THE GRADE SEPARATION STRUCTURE B-51-138 OVER
 DP2202'INTERSTATE HIGHWAY 94 AND US HIGHWAY 41, ABOUT 1 M (3.3 FT) HIGHER
 DP2202'THAN THE COUNTY HIGHWAY G PAVEMENT.
 DP2202'
 DP2202'THE STATION IS 18.3 M (60.0 FT) SOUTH OF THE CENTER OF THE CONCRETE
 DP2202'MEDIAN OF COUNTY HIGHWAY G, 18.7 M (61.4 FT) SOUTH OF A LIGHT POLE
 DP2202'-BRL5- WITH A STOP SIGN ATTACHED TO IT AND 1 M (3.3 FT) EAST OF ONE
 DP2202'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2203 ***********************************************************************
 DP2203  DESIGNATION -  9A155
 DP2203  PID         -  DP2203
 DP2203  STATE/COUNTY-  WI/RACINE
 DP2203  COUNTRY     -  US
 DP2203  USGS QUAD   -  FRANKSVILLE (2018)
 DP2203
 DP2203                         *CURRENT SURVEY CONTROL
 DP2203  ______________________________________________________________________
 DP2203* NAD 83(2011) POSITION- 42 50 07.41385(N) 087 57 11.65090(W)   ADJUSTED
 DP2203* NAD 83(2011) ELLIP HT-   183.639 (meters)        (04/22/14)   ADJUSTED
 DP2203* NAD 83(2011) EPOCH   -  2010.00
 DP2203* NAVD 88 ORTHO HEIGHT -   218.458 (meters)      716.72  (feet) ADJUSTED
 DP2203  ______________________________________________________________________
 DP2203  GEOID HEIGHT    -        -34.819 (meters)                     GEOID18
 DP2203  NAD 83(2011) X  -    167,309.131 (meters)                     COMP
 DP2203  NAD 83(2011) Y  - -4,681,551.356 (meters)                     COMP
 DP2203  NAD 83(2011) Z  -  4,314,234.886 (meters)                     COMP
 DP2203  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 DP2203  DYNAMIC HEIGHT  -        218.396 (meters)      716.52  (feet) COMP
 DP2203  MODELED GRAVITY -    980,334.5   (mgal)                       NAVD 88
 DP2203
 DP2203  VERT ORDER      -  SECOND    CLASS I
 DP2203
 DP2203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2203  Standards:
 DP2203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2203  -------------------------------------------------------------------
 DP2203  NETWORK    0.48   0.51           0.22   0.16   0.26      0.00153142
 DP2203  -------------------------------------------------------------------
 DP2203  Click here for local accuracies and other accuracy information.
 DP2203
 DP2203.The horizontal coordinates were established by GPS observations
 DP2203.and adjusted by the GEODETIC SPECIALISTS LLC in April 2014.
 DP2203
 DP2203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2203.been affixed to the stable North American tectonic plate. See 
 DP2203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2203
 DP2203.The horizontal coordinates are valid at the epoch date displayed above
 DP2203.which is a decimal equivalence of Year/Month/Day.
 DP2203
 DP2203.The orthometric height was determined by differential leveling and
 DP2203.adjusted by the NATIONAL GEODETIC SURVEY
 DP2203.in April 2014.
 DP2203
 DP2203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2203.GEOID18 height accuracy estimate available here.
 DP2203
 DP2203.Click photographs - Photos may exist for this station.
 DP2203
 DP2203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2203
 DP2203.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2203
 DP2203.The ellipsoidal height was determined by GPS observations
 DP2203.and is referenced to NAD 83.
 DP2203
 DP2203.The dynamic height is computed by dividing the NAVD 88
 DP2203.geopotential number by the normal gravity value computed on the
 DP2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2203.degrees latitude (g = 980.6199 gals.).
 DP2203
 DP2203.The modeled gravity was interpolated from observed gravity values.
 DP2203
 DP2203. The following values were computed from the NAD 83(2011) position.
 DP2203
 DP2203;                    North         East     Units Scale Factor Converg.
 DP2203;SPC WI S     -    94,858.250   767,319.927   MT  0.99998099   +1 24 22.8
 DP2203;SPC WI S     -   311,214.11  2,517,448.79   sFT  0.99998099   +1 24 22.8
 DP2203;UTM  16      - 4,742,976.330   422,095.914   MT  0.99967466   -0 38 53.3
 DP2203
 DP2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2203!SPC WI S     -   0.99997120  x   0.99998099  =   0.99995219
 DP2203!UTM  16      -   0.99997120  x   0.99967466  =   0.99964587
 DP2203
 DP2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2209542976(NAD 83)
 DP2203
 DP2203                          SUPERSEDED SURVEY CONTROL
 DP2203
 DP2203.No superseded survey control is available for this station.
 DP2203
 DP2203_MARKER: DD = SURVEY DISK
 DP2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2203_STAMPING: 9A155 2013
 DP2203_MARK LOGO: WIDT
 DP2203_PROJECTION: FLUSH
 DP2203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2203+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2013
 DP2203
 DP2203  HISTORY     - Date     Condition        Report By
 DP2203  HISTORY     - 2013     MONUMENTED       WIDT
 DP2203  HISTORY     - 20131219 GOOD             WIDT
 DP2203
 DP2203                          STATION DESCRIPTION
 DP2203
 DP2203'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP2203'THE STATION IS LOCATED APPROXIMATELY 10 MI (16.1 KM) EAST OF WIND
 DP2203'LAKE, 6 MI (9.7 KM) SOUTHWEST OF OAK CREEK AND 2 MI (3.2 KM) NORTHWEST
 DP2203'OF CALEDONIA.
 DP2203'
 DP2203'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 94 AND US HIGHWAY
 DP2203'41 WITH STATE HIGHWAY 100 (RYAN ROAD) (EXIT 322), GO WEST ON STATE
 DP2203'HIGHWAY 100 (RYAN ROAD) FOR 0.7 MI (1.1 KM) TO STATE HIGHWAY 241 TURN
 DP2203'LEFT AND GO SOUTH ON STATE HIGHWAY 241 FOR 2.0 MI (3.2 KM) TO THE
 DP2203'MILWAUKEE-RACINE COUNTY LINE AND A 90-DEGREE RIGHT CURVE IN THE ROAD.
 DP2203'CONTINUE SOUTH ON 27TH STREET FOR 0.55 MI (0.9 KM) TO THE STATION ON
 DP2203'THE RIGHT.
 DP2203'
 DP2203'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2203'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2203'INCH) DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M (7.9 FT) THE
 DP2203'STATION IS 3.0 M (9.8 FT) WEST OF THE BACK OF CURB OF WEST FRONTAGE
 DP2203'ROAD, 49.8 M (163.4 FT) NORTH OF A -SPEED LIMIT 35 MPH- SIGN, 22.1 M
 DP2203'(72.5 FT) NORTHEAST OF POWER POLE NUMBER E58-16305 WITH A GUY WIRE,
 DP2203'20.1 M (65.9 FT) SOUTHEAST OF POWER POLE NUMBER E58-15613 WITH A
 DP2203'TRANSFORMER, 16.7 M (54.8 FT) EAST OF A WOVEN WIRE FENCE, 15.5 M (50.9
 DP2203'FT) EAST-NORTHEAST OF AN ORANGE OVER WHITE FIBER OPTIC WITNESS POST
 DP2203'-WIB232ML- AND LOCATED BETWEEN TWO ORANGE PLASTIC 4X4 GUARD
 DP2203'POSTS.ORANGE GUARD POSTS.
 DP2203'
 DP2203'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP2203'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2204 ***********************************************************************
 DP2204  DESIGNATION -  9A156
 DP2204  PID         -  DP2204
 DP2204  STATE/COUNTY-  WI/MILWAUKEE
 DP2204  COUNTRY     -  US
 DP2204  USGS QUAD   -  FRANKSVILLE (2018)
 DP2204
 DP2204                         *CURRENT SURVEY CONTROL
 DP2204  ______________________________________________________________________
 DP2204* NAD 83(1986) POSITION- 42 51 37.45   (N) 087 57 05.63   (W)   HD_HELD1
 DP2204* NAVD 88 ORTHO HEIGHT -   221.782 (meters)      727.63  (feet) ADJUSTED
 DP2204  ______________________________________________________________________
 DP2204  GEOID HEIGHT    -        -34.850 (meters)                     GEOID18
 DP2204  DYNAMIC HEIGHT  -        221.720 (meters)      727.43  (feet) COMP
 DP2204  MODELED GRAVITY -    980,336.7   (mgal)                       NAVD 88
 DP2204
 DP2204  VERT ORDER      -  SECOND    CLASS I
 DP2204
 DP2204.The horizontal coordinates were determined by differentially corrected
 DP2204.hand held GPS observations or other comparable positioning techniques
 DP2204.and have an estimated accuracy of +/- 3 meters.
 DP2204
 DP2204.The orthometric height was determined by differential leveling and
 DP2204.adjusted by the NATIONAL GEODETIC SURVEY
 DP2204.in April 2014.
 DP2204
 DP2204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2204.GEOID18 height accuracy estimate available here.
 DP2204
 DP2204.Click photographs - Photos may exist for this station.
 DP2204
 DP2204.The dynamic height is computed by dividing the NAVD 88
 DP2204.geopotential number by the normal gravity value computed on the
 DP2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2204.degrees latitude (g = 980.6199 gals.).
 DP2204
 DP2204.The modeled gravity was interpolated from observed gravity values.
 DP2204
 DP2204;                    North         East    Units  Estimated Accuracy
 DP2204;SPC WI S     -    97,639.1     767,388.4     MT  (+/- 3 meters HH1 GPS) 
 DP2204
 DP2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2226345752(NAD 83)
 DP2204
 DP2204                          SUPERSEDED SURVEY CONTROL
 DP2204
 DP2204.No superseded survey control is available for this station.
 DP2204
 DP2204_MARKER: DD = SURVEY DISK
 DP2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2204_STAMPING: 9A156 2013
 DP2204_MARK LOGO: WIDT
 DP2204_PROJECTION: FLUSH
 DP2204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2204+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2013
 DP2204
 DP2204  HISTORY     - Date     Condition        Report By
 DP2204  HISTORY     - 2013     MONUMENTED       WIDT
 DP2204  HISTORY     - 20131218 GOOD             WIDT
 DP2204
 DP2204                          STATION DESCRIPTION
 DP2204
 DP2204'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP2204'THE STATION IS LOCATED ON THE MUNICIPAL BOUNDARY BETWEEN THE CITY OF
 DP2204'FRANKLIN AND THE CITY OF OAK CREEK, APPROXIMATELY 6 MI (9.7 KM)
 DP2204'SOUTHEAST OF GREENDALE.
 DP2204'
 DP2204'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 94 AND US HIGHWAY
 DP2204'41 WITH STATE HIGHWAY 100 (RYAN ROAD) (EXIT 322), GO WEST ON STATE
 DP2204'HIGHWAY 100 (RYAN ROAD) FOR 0.7 MI (1.1 KM) TO STATE HIGHWAY 241 TURN
 DP2204'LEFT AND GO SOUTH ON STATE HIGHWAY 241 FOR 0.75 MI (1.2 KM) TO
 DP2204'CORPORATE PRESERVE DRIVE ON THE LEFT AND WEST WHEATON WAY ON THE
 DP2204'RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 241 FOR 0.1 MI (0.2 KM) TO THE
 DP2204'STATION ON THE LEFT, LOCATED IN THE GRASS MEDIAN.
 DP2204'
 DP2204'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2204'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2204'INCH) DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M (7.9 FT).
 DP2204'
 DP2204'THE STATION IS 10.5 M (34.4 FT) WEST OF THE CENTERLINE OF NORTHBOUND
 DP2204'STATE HIGHWAY 241 9.7 M (31.8 FT) EAST OF THE CENTERLINE OF SOUTHBOUND
 DP2204'STATE HIGHWAY 241 18.9 M (62.0 FT) NORTH-NORTHWEST OF A -WEST WHEATON
 DP2204'WAY- SIGN, 15.3 M (50.2 FT) SOUTH-SOUTHEAST OF A 0.8 M (2.6 FT)
 DP2204'DIAMETER MANHOLE COVER AND LOCATED BETWEEN TWO ORANGE PLASTIC 4X4
 DP2204'GUARD POSTS.
 DP2204'
 DP2204'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 20
 DP2204'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP7608 ***********************************************************************
 DP7608  DESIGNATION -  9A157
 DP7608  PID         -  DP7608
 DP7608  STATE/COUNTY-  WI/MILWAUKEE
 DP7608  COUNTRY     -  US
 DP7608  USGS QUAD   -  FRANKSVILLE (2018)
 DP7608
 DP7608                         *CURRENT SURVEY CONTROL
 DP7608  ______________________________________________________________________
 DP7608* NAD 83(1986) POSITION- 42 52 04.54   (N) 087 58 58.55   (W)   HD_HELD1
 DP7608* NAVD 88 ORTHO HEIGHT -   223.520 (meters)      733.33  (feet) ADJUSTED
 DP7608  ______________________________________________________________________
 DP7608  GEOID HEIGHT    -        -34.835 (meters)                     GEOID18
 DP7608  DYNAMIC HEIGHT  -        223.458 (meters)      733.13  (feet) COMP
 DP7608  MODELED GRAVITY -    980,337.6   (mgal)                       NAVD 88
 DP7608
 DP7608  VERT ORDER      -  SECOND    CLASS I
 DP7608
 DP7608.The horizontal coordinates were determined by differentially corrected
 DP7608.hand held GPS observations or other comparable positioning techniques
 DP7608.and have an estimated accuracy of +/- 3 meters.
 DP7608
 DP7608.The orthometric height was determined by differential leveling and
 DP7608.adjusted by the NATIONAL GEODETIC SURVEY
 DP7608.in July 2015.
 DP7608
 DP7608.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7608.GEOID18 height accuracy estimate available here.
 DP7608
 DP7608.Click photographs - Photos may exist for this station.
 DP7608
 DP7608.The dynamic height is computed by dividing the NAVD 88
 DP7608.geopotential number by the normal gravity value computed on the
 DP7608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7608.degrees latitude (g = 980.6199 gals.).
 DP7608
 DP7608.The modeled gravity was interpolated from observed gravity values.
 DP7608
 DP7608;                    North         East    Units  Estimated Accuracy
 DP7608;SPC WI S     -    98,412.3     764,805.5     MT  (+/- 3 meters HH1 GPS) 
 DP7608
 DP7608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1971146617(NAD 83)
 DP7608
 DP7608                          SUPERSEDED SURVEY CONTROL
 DP7608
 DP7608.No superseded survey control is available for this station.
 DP7608
 DP7608_MARKER: DB = BENCH MARK DISK
 DP7608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7608_STAMPING: 9A157 2013
 DP7608_MARK LOGO: WIDT
 DP7608_PROJECTION: FLUSH
 DP7608_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7608+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2014
 DP7608
 DP7608  HISTORY     - Date     Condition        Report By
 DP7608  HISTORY     - 2013     MONUMENTED       WIDT
 DP7608  HISTORY     - 20141214 GOOD             WIDT
 DP7608
 DP7608                          STATION DESCRIPTION
 DP7608
 DP7608'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP7608'THE STATION IS LOCATED IN THE CITY OF FRANKLIN, APPROXIMATELY 8 MI
 DP7608'(12.9 KM) SOUTHEAST OF MUSKEGO, 6 MI (9.7 KM) WEST OF OAK CREEK, AND 5
 DP7608'MI (8.0 KM) SOUTH OF GREENDALE.
 DP7608'
 DP7608'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 100 (RYAN
 DP7608'ROAD) WITH STATE HIGHWAY 241 (27TH STREET), GO WEST ON STATE HIGHWAY
 DP7608'100 (RYAN ROAD) FOR 1.5 MI (2.4 KM) TO SOUTH FRANKLIN DRIVE ON THE
 DP7608'LEFT AND 51ST STREET ON THE RIGHT.  TURN LEFT AND GO SOUTH ON SOUTH
 DP7608'FRANKLIN DRIVE FOR 0.3 MI (0.5 KM) TO AIRWAYS AVENUE ON THE RIGHT.
 DP7608'TURN RIGHT AND GO SOUTHWEST ON AIRWAYS AVENUE FOR 0.1 MI (0.2 KM) TO
 DP7608'SOUTH AIRWAYS COURT ON THE RIGHT, TURN RIGHT AND GO NORTH ON SOUTH
 DP7608'AIRWAYS COURT FOR APPROXIMATELY 100 FT (30.5 M) TO A PARKING LOT
 DP7608'ENTRANCE ON THE LEFT AND THE SEILER INSTRUMENT OFFICE BUILDING -9755
 DP7608'AIRWAYS COURT- ON THE LEFT.
 DP7608'
 DP7608'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP7608'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DP7608'THE NORTHEAST SIDE OF THE 36 INCH (91 CM) DIAMETER, 12 FT (3.7 M) DEEP
 DP7608'CONCRETE FOUNDATION FOR A CONTINUOUSLY OPERATING REFERENCE STATION.
 DP7608'THE CONTINUOUSLY OPERATING REFERENCE STATION IS LOCATED ABOUT 60 FT
 DP7608'(18.3 M) NORTH OF THE SEILER INSTRUMENT OFFICE BUILDING.
 DP7608'
 DP7608'NOTE-THIS STATION IS THE BASE MARK FOR A CONTINUOUSLY OPERATING
 DP7608'REFERENCE STATION AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DP7608'
 DP7608'NOTE2-THE CONCRETE BASE FOUNDATION FOR THE CONTINUOUSLY OPERATING
 DP7608'REFERENCE STATION WAS CONSTRUCTED IN 2004.  THE BASE MARK SURVEY DISK
 DP7608'WAS SET IN 2013.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2206 ***********************************************************************
 DP2206  DESIGNATION -  9A158
 DP2206  PID         -  DP2206
 DP2206  STATE/COUNTY-  WI/MILWAUKEE
 DP2206  COUNTRY     -  US
 DP2206  USGS QUAD   -  GREENDALE (2018)
 DP2206
 DP2206                         *CURRENT SURVEY CONTROL
 DP2206  ______________________________________________________________________
 DP2206* NAD 83(1986) POSITION- 42 54 58.00   (N) 087 56 07.33   (W)   HD_HELD1
 DP2206* NAVD 88 ORTHO HEIGHT -   234.644 (meters)      769.83  (feet) ADJUSTED
 DP2206  ______________________________________________________________________
 DP2206  GEOID HEIGHT    -        -34.937 (meters)                     GEOID18
 DP2206  DYNAMIC HEIGHT  -        234.580 (meters)      769.62  (feet) COMP
 DP2206  MODELED GRAVITY -    980,340.8   (mgal)                       NAVD 88
 DP2206
 DP2206  VERT ORDER      -  SECOND    CLASS I
 DP2206
 DP2206.The horizontal coordinates were determined by differentially corrected
 DP2206.hand held GPS observations or other comparable positioning techniques
 DP2206.and have an estimated accuracy of +/- 3 meters.
 DP2206
 DP2206.The orthometric height was determined by differential leveling and
 DP2206.adjusted by the NATIONAL GEODETIC SURVEY
 DP2206.in April 2014.
 DP2206
 DP2206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2206.GEOID18 height accuracy estimate available here.
 DP2206
 DP2206.Click photographs - Photos may exist for this station.
 DP2206
 DP2206.The dynamic height is computed by dividing the NAVD 88
 DP2206.geopotential number by the normal gravity value computed on the
 DP2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2206.degrees latitude (g = 980.6199 gals.).
 DP2206
 DP2206.The modeled gravity was interpolated from observed gravity values.
 DP2206
 DP2206;                    North         East    Units  Estimated Accuracy
 DP2206;SPC WI S     -   103,858.3     768,558.2     MT  (+/- 3 meters HH1 GPS) 
 DP2206
 DP2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2365551923(NAD 83)
 DP2206
 DP2206                          SUPERSEDED SURVEY CONTROL
 DP2206
 DP2206.No superseded survey control is available for this station.
 DP2206
 DP2206_MARKER: DD = SURVEY DISK
 DP2206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP2206_SP_SET: PARAPET WALL
 DP2206_STAMPING: 9A158 2013
 DP2206_MARK LOGO: WIDT
 DP2206_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP2206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2206+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2014
 DP2206
 DP2206  HISTORY     - Date     Condition        Report By
 DP2206  HISTORY     - 2013     MONUMENTED       WIDT
 DP2206  HISTORY     - 20131213 GOOD             WIDT
 DP2206  HISTORY     - 20141218 GOOD             WIDT
 DP2206
 DP2206                          STATION DESCRIPTION
 DP2206
 DP2206'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP2206'THE STATION IS LOCATED APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF
 DP2206'CUDAHY, 4 MI (6.4 KM) WEST OF SOUTH MILWAUKEE AND 4 MI (6.4 KM)
 DP2206'SOUTHEAST OF GREENDALE.
 DP2206'
 DP2206'THE STATION IS LOCATED IN THE CITY OF OAK CREEK AT THE JUNCTION OF
 DP2206'INTERSTATE HIGHWAY 94 AND US HIGHWAY 41 WITH COUNTY HIGHWAY BB (RAWSON
 DP2206'AVENUE)(EXIT 320).
 DP2206'
 DP2206'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2206'GEODETIC SURVEY CONTROL STATION DISK SET IN THE EAST END OF THE SOUTH
 DP2206'PARAPET OF THE STRUCTURE B-40-810 OVER INTERSTATE HIGHWAY 94 AND US
 DP2206'HIGHWAY 41, ABOUT 1 M (3.3 FT) HIGHER THAN THE SIDEWALK PAVEMENT.
 DP2206'
 DP2206'THE STATION IS 20.4 M (66.9 FT) SOUTH OF THE CONCRETE MEDIAN OF COUNTY
 DP2206'HIGHWAY BB (RAWSON AVENUE), 9.3 M (30.5 FT) SOUTH OF THE RAWSON AVENUE
 DP2206'SIDEWALK CURB, 7.7 M (25.3 FT) NORTHWEST OF AN ELECTRICAL MANHOLE, 5.1
 DP2206'M (16.7 FT) SOUTHWEST OF A -NO RIGHT TURN- SIGN AND 0.3 M (1.0 FT)
 DP2206'NORTH OF ONE WHITE PLASTIC WITNESS POST.
 DP2206'
 DP2206'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP2206'DEGREES ABOVE THE HORIZON.
 DP2206
 DP2206                          STATION RECOVERY (2014)
 DP2206
 DP2206'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DP2206'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2207 ***********************************************************************
 DP2207  DESIGNATION -  9A159
 DP2207  PID         -  DP2207
 DP2207  STATE/COUNTY-  WI/MILWAUKEE
 DP2207  COUNTRY     -  US
 DP2207  USGS QUAD   -  GREENDALE (2018)
 DP2207
 DP2207                         *CURRENT SURVEY CONTROL
 DP2207  ______________________________________________________________________
 DP2207* NAD 83(1986) POSITION- 42 57 44.09   (N) 087 56 56.14   (W)   HD_HELD1
 DP2207* NAVD 88 ORTHO HEIGHT -   218.345 (meters)      716.35  (feet) ADJUSTED
 DP2207  ______________________________________________________________________
 DP2207  GEOID HEIGHT    -        -34.994 (meters)                     GEOID18
 DP2207  DYNAMIC HEIGHT  -        218.286 (meters)      716.16  (feet) COMP
 DP2207  MODELED GRAVITY -    980,345.0   (mgal)                       NAVD 88
 DP2207
 DP2207  VERT ORDER      -  SECOND    CLASS I
 DP2207
 DP2207.The horizontal coordinates were determined by differentially corrected
 DP2207.hand held GPS observations or other comparable positioning techniques
 DP2207.and have an estimated accuracy of +/- 3 meters.
 DP2207
 DP2207.The orthometric height was determined by differential leveling and
 DP2207.adjusted by the NATIONAL GEODETIC SURVEY
 DP2207.in April 2014.
 DP2207
 DP2207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2207.GEOID18 height accuracy estimate available here.
 DP2207
 DP2207.Click photographs - Photos may exist for this station.
 DP2207
 DP2207.The dynamic height is computed by dividing the NAVD 88
 DP2207.geopotential number by the normal gravity value computed on the
 DP2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2207.degrees latitude (g = 980.6199 gals.).
 DP2207
 DP2207.The modeled gravity was interpolated from observed gravity values.
 DP2207
 DP2207;                    North         East    Units  Estimated Accuracy
 DP2207;SPC WI S     -   108,954.6     767,325.5     MT  (+/- 3 meters HH1 GPS) 
 DP2207
 DP2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2260657059(NAD 83)
 DP2207
 DP2207                          SUPERSEDED SURVEY CONTROL
 DP2207
 DP2207.No superseded survey control is available for this station.
 DP2207
 DP2207_MARKER: DD = SURVEY DISK
 DP2207_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP2207_SP_SET: PARAPET WALL
 DP2207_STAMPING: 9A159 2013
 DP2207_MARK LOGO: WIDT
 DP2207_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP2207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2207+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2013
 DP2207
 DP2207  HISTORY     - Date     Condition        Report By
 DP2207  HISTORY     - 2013     MONUMENTED       WIDT
 DP2207  HISTORY     - 20131209 GOOD             WIDT
 DP2207
 DP2207                          STATION DESCRIPTION
 DP2207
 DP2207'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP2207'THE STATION IS LOCATED IN THE CITY OF GREENFIELD, ALONG THE AIRPORT
 DP2207'FREEWAY SEGMENT OF THE MILWAUKEE AREA FREEWAY SYSTEM APPROXIMATELY 4.5
 DP2207'MI (7.2 KM) EAST OF THE HALE INTERCHANGE AND 0.65 MI (1.0 KM) WEST OF
 DP2207'THE MITCHELL INTERCHANGE.
 DP2207'
 DP2207'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE GRADE
 DP2207'SEPARATED JUNCTION OF INTERSTATE HIGHWAY 43 AND INTERSTATE HIGHWAY 894
 DP2207'WITH STATE HIGHWAY 241 (EXIT 9AB/9B), ABOUT 0.2 MI (0.3 KM) NORTH OF
 DP2207'LAYTON AVENUE.  THE STATION IS LOCATED ABOUT 100 FT (30.5 M) NORTH OF
 DP2207'THE EXIT RAMP TERMINAL OF THE EASTBOUND INTERSTATE HIGHWAY 43 AND
 DP2207'INTERSTATE HIGHWAY 894 / STATE HIGHWAY 241 JUNCTION AND CAN BE SAFELY
 DP2207'ACCESSED FROM EITHER NORTHBOUND OR SOUTHBOUND STATE HIGHWAY 241 VIA A
 DP2207'DEPARTMENT STORE PARKING LOT LOCATED SOUTHWEST OF THE STATION.
 DP2207'
 DP2207'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2207'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DP2207'OF THE WEST PARAPET WALL OF THE STRUCTURE B-40-835 OVER INTERSTATE
 DP2207'HIGHWAY 43 AND INTERSTATE HIGHWAY 894, ABOUT 1 M (3.3 FT) HIGHER THAN
 DP2207'THE 27TH STREET PAVEMENT.
 DP2207'
 DP2207'THE STATION IS 26 M (85.3 FT) WEST OF THE STATE HIGHWAY 241 CONCRETE
 DP2207'MEDIAN, 14.9 M (48.9 FT) NORTH-NORTHEAST OF A ONE WAY - DO NOT ENTER
 DP2207'SIGN, 10.9 M (35.8 FT) NORTH OF A TRAFFIC SIGNAL WITH A -NO RIGHT
 DP2207'TURN- SIGN, 3.8 M (12.5 FT) SOUTH OF A BRIDGE EXPANSION JOINT AND 0.3
 DP2207'M (1.0 FT) EAST OF ONE WHITE PLASTIC WITNESS POST.
 DP2207'
 DP2207'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP2207'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2210 ***********************************************************************
 DP2210  DESIGNATION -  9A161
 DP2210  PID         -  DP2210
 DP2210  STATE/COUNTY-  WI/MILWAUKEE
 DP2210  COUNTRY     -  US
 DP2210  USGS QUAD   -  HALES CORNERS (2018)
 DP2210
 DP2210                         *CURRENT SURVEY CONTROL
 DP2210  ______________________________________________________________________
 DP2210* NAD 83(1986) POSITION- 42 57 41.15   (N) 088 00 30.52   (W)   HD_HELD1
 DP2210* NAVD 88 ORTHO HEIGHT -   246.204 (meters)      807.75  (feet) ADJUSTED
 DP2210  ______________________________________________________________________
 DP2210  GEOID HEIGHT    -        -34.927 (meters)                     GEOID18
 DP2210  DYNAMIC HEIGHT  -        246.138 (meters)      807.54  (feet) COMP
 DP2210  MODELED GRAVITY -    980,344.9   (mgal)                       NAVD 88
 DP2210
 DP2210  VERT ORDER      -  SECOND    CLASS I
 DP2210
 DP2210.The horizontal coordinates were determined by differentially corrected
 DP2210.hand held GPS observations or other comparable positioning techniques
 DP2210.and have an estimated accuracy of +/- 3 meters.
 DP2210
 DP2210.The orthometric height was determined by differential leveling and
 DP2210.adjusted by the NATIONAL GEODETIC SURVEY
 DP2210.in April 2014.
 DP2210
 DP2210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2210.GEOID18 height accuracy estimate available here.
 DP2210
 DP2210.Click photographs - Photos may exist for this station.
 DP2210
 DP2210.The dynamic height is computed by dividing the NAVD 88
 DP2210.geopotential number by the normal gravity value computed on the
 DP2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2210.degrees latitude (g = 980.6199 gals.).
 DP2210
 DP2210.The modeled gravity was interpolated from observed gravity values.
 DP2210
 DP2210;                    North         East    Units  Estimated Accuracy
 DP2210;SPC WI S     -   108,746.1     762,470.5     MT  (+/- 3 meters HH1 GPS) 
 DP2210
 DP2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1774857025(NAD 83)
 DP2210
 DP2210                          SUPERSEDED SURVEY CONTROL
 DP2210
 DP2210.No superseded survey control is available for this station.
 DP2210
 DP2210_MARKER: DD = SURVEY DISK
 DP2210_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP2210_SP_SET: PARAPET WALL
 DP2210_STAMPING: 9A161 2013
 DP2210_MARK LOGO: WIDT
 DP2210_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP2210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2210+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2013
 DP2210
 DP2210  HISTORY     - Date     Condition        Report By
 DP2210  HISTORY     - 2013     MONUMENTED       WIDT
 DP2210  HISTORY     - 20131113 GOOD             WIDT
 DP2210
 DP2210                          STATION DESCRIPTION
 DP2210
 DP2210'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP2210'THE STATION IS LOCATED IN THE CITY OF GREENFIELD, ALONG THE AIRPORT
 DP2210'FREEWAY SEGMENT OF THE MILWAUKEE AREA FREEWAY SYSTEM APPROXIMATELY
 DP2210'3.75 MI (6.0 KM) WEST OF THE MITCHELL INTERCHANGE AND 1.5 MI (2.4 KM)
 DP2210'EAST OF THE HALE INTERCHANGE.
 DP2210'
 DP2210'THE STATION IS LOCATED AT THE GRADE SEPARATED JUNCTION OF INTERSTATE
 DP2210'HIGHWAY 43 AND INTERSTATE HIGHWAY 894 WITH SOUTH 76TH STREET (EXIT
 DP2210'5B), ABOUT 0.15 MI (0.2 KM) NORTH OF LAYTON AVENUE.  THE STATION IS
 DP2210'OPPOSITE THE EASTBOUND ENTRANCE RAMP FOR INTERSTATE HIGHWAY 43 AND
 DP2210'INTERSTATE HIGHWAY 894, AND CAN BE SAFELY ACCESSED FROM EITHER
 DP2210'NORTHBOUND OR SOUTHBOUND 76TH STREET VIA A PARKING LOT TO THE
 DP2210'SOUTHWEST OF THE STATION.
 DP2210'
 DP2210'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2210'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DP2210'OF THE WEST PARAPET WALL OF THE GRADE SEPARATION STRUCTURE
 DP2210'--B-40-193-- OVER INTERSTATE HIGHWAY 43 AND INTERSTATE HIGHWAY 894,
 DP2210'ABOUT 1 M (3.3 FT) HIGHER THAN THE 76TH STREET PAVEMENT.
 DP2210'
 DP2210'THE STATION IS 18.1 M (59.4 FT) WEST OF THE CENTER OF THE CONCRETE
 DP2210'MEDIAN OF 76TH STREET, 8.4 M (27.6 FT) NORTH OF A RED FIRE HYDRANT,
 DP2210'4.2 M (13.8 FT) NORTHEAST OF A POWER POLE WITH A TRANSFORMER
 DP2210'--06-08556--, 4.1 M (13.5 FT) SOUTH OF A BRIDGE EXPANSION JOINT, 1.7 M
 DP2210'(5.6 FT) EAST OF ONE WHITE PLASTIC WITNESS POST SET ALONG A WOVEN WIRE
 DP2210'FENCE, AND 0.45 M (1.5 FT) NORTH OF THE SOUTH END OF THE PARAPET WALL.
 DP2210'NOTE-THIS STATION SHOULD BE CONSIDERED DIFFICULT TO OCCUPY FOR GPS
 DP2210'OBSERVATIONS, WITH A 6 FT (1.8 M) WOVEN WIRE FENCE INSTALLED ATOP THE
 DP2210'PARAPET WALL AND OTHER VISIBLE OBSTRUCTIONS THAT EXTEND HIGHER THAN 20
 DP2210'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR9685 ***********************************************************************
 DR9685  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9685  DESIGNATION -  9A162
 DR9685  PID         -  DR9685
 DR9685  STATE/COUNTY-  WI/WAUKESHA
 DR9685  COUNTRY     -  US
 DR9685  USGS QUAD   -  MUSKEGO (2018)
 DR9685
 DR9685                         *CURRENT SURVEY CONTROL
 DR9685  ______________________________________________________________________
 DR9685* NAD 83(2011) POSITION- 42 58 50.32816(N) 088 08 18.20773(W)   ADJUSTED
 DR9685* NAD 83(2011) ELLIP HT-   232.074 (meters)        (12/19/23)   ADJUSTED
 DR9685* NAD 83(2011) EPOCH   -  2010.00
 DR9685* NAVD 88 ORTHO HEIGHT -   266.88  (meters)      875.6   (feet) GPS OBS
 DR9685  ______________________________________________________________________
 DR9685  GEOID HEIGHT    -        -34.807 (meters)                     GEOID18
 DR9685  NAD 83(2011) X  -    151,823.830 (meters)                     COMP
 DR9685  NAD 83(2011) Y  - -4,671,122.440 (meters)                     COMP
 DR9685  NAD 83(2011) Z  -  4,326,087.313 (meters)                     COMP
 DR9685  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 DR9685
 DR9685  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9685  Standards:
 DR9685         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9685            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9685  -------------------------------------------------------------------
 DR9685  NETWORK    0.37   0.80           0.16   0.14   0.41      0.02872448
 DR9685  -------------------------------------------------------------------
 DR9685  Click here for local accuracies and other accuracy information.
 DR9685
 DR9685.The horizontal coordinates were established by GPS observations
 DR9685.and adjusted by the WI DEPT OF TRANSP in December 2023.
 DR9685
 DR9685.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9685.been affixed to the stable North American tectonic plate. See 
 DR9685.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9685
 DR9685.The horizontal coordinates are valid at the epoch date displayed above
 DR9685.which is a decimal equivalence of Year/Month/Day.
 DR9685
 DR9685.The orthometric height was determined by GPS observations and a
 DR9685.high-resolution geoid model using precise GPS observation and
 DR9685.processing techniques.
 DR9685
 DR9685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9685.GEOID18 height accuracy estimate available here.
 DR9685
 DR9685.Click photographs - Photos may exist for this station.
 DR9685
 DR9685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9685
 DR9685.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9685
 DR9685.The ellipsoidal height was determined by GPS observations
 DR9685.and is referenced to NAD 83.
 DR9685
 DR9685. The following values were computed from the NAD 83(2011) position.
 DR9685
 DR9685;                    North         East     Units Scale Factor Converg.
 DR9685;SPC WI S     -   110,635.422   751,826.242   MT  0.99995933   +1 16 44.8
 DR9685;SPC WI S     -   362,976.38  2,466,616.60   sFT  0.99995933   +1 16 44.8
 DR9685;UTM  16      - 4,759,294.325   407,182.065   MT  0.99970598   -0 46 34.2
 DR9685
 DR9685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9685!SPC WI S     -   0.99996361  x   0.99995933  =   0.99992294
 DR9685!UTM  16      -   0.99996361  x   0.99970598  =   0.99966960
 DR9685
 DR9685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0718259294(NAD 83)
 DR9685
 DR9685                          SUPERSEDED SURVEY CONTROL
 DR9685
 DR9685.No superseded survey control is available for this station.
 DR9685
 DR9685_MARKER: DD = SURVEY DISK
 DR9685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9685_STAMPING: 9A162 2013
 DR9685_MARK LOGO: WIDT
 DR9685_PROJECTION: FLUSH
 DR9685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR9685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9685+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2023
 DR9685
 DR9685  HISTORY     - Date     Condition        Report By
 DR9685  HISTORY     - 2013     MONUMENTED       WIDT
 DR9685  HISTORY     - 20231106 GOOD             DJHENK
 DR9685
 DR9685                          STATION DESCRIPTION
 DR9685
 DR9685'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DR9685'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST-NORTHWEST OF HALES
 DR9685'CORNERS, 5.2 MI (8.4 KM) EAST-SOUTHEAST OF WAUKESHA AND 5.2 MI (8.4
 DR9685'KM) NORTH OF MUSKEGO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9685'
 DR9685'TO REACH FROM THE INTERSECTION OF COUNTY HIGHWAY O (S MOORLAND ROAD)
 DR9685'WITH COUNTY HIGHWAY SE (W NATIONAL AVENUE), GO NORTH ON COUNTY HIGHWAY
 DR9685'O (S MOORLAND ROAD) FOR 1.1 MI (1.8 KM) TO W COFFEE ROAD.  TURN LEFT
 DR9685'AND GO WEST ON W COFFEE ROAD FOR 1.5 MI (2.4 KM) TO S WOELFEL ROAD AND
 DR9685'THE STATION ON THE LEFT.  THE MARK IS LOCATED IN THE SOUTHWEST
 DR9685'QUADRANT OF THE JUNCTION.
 DR9685'
 DR9685'THE STATION IS 16 M (52.5 FT) WEST OF THE EDGE OF THE PAVEMENT FOR S
 DR9685'WOELFEL ROAD, 7 M (23.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT FOR W
 DR9685'COFFEE ROAD, 10 M (32.8 FT) WEST-SOUTHWEST OF A --W COFFEE/S WOELFEL--
 DR9685'ROAD SIGN POLE AND 0.5 M (1.6 FT) EAST AND WEST OF TWO ORANGE PLASTIC
 DR9685'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4500 ***********************************************************************
 DQ4500  DESIGNATION -  9A163
 DQ4500  PID         -  DQ4500
 DQ4500  STATE/COUNTY-  WI/WAUKESHA
 DQ4500  COUNTRY     -  US
 DQ4500  USGS QUAD   -  GENESEE (2018)
 DQ4500
 DQ4500                         *CURRENT SURVEY CONTROL
 DQ4500  ______________________________________________________________________
 DQ4500* NAD 83(1986) POSITION- 42 58 22.19   (N) 088 18 20.15   (W)   HD_HELD1
 DQ4500* NAVD 88 ORTHO HEIGHT -   272.805 (meters)      895.03  (feet) ADJUSTED
 DQ4500  ______________________________________________________________________
 DQ4500  GEOID HEIGHT    -        -34.608 (meters)                     GEOID18
 DQ4500  DYNAMIC HEIGHT  -        272.731 (meters)      894.79  (feet) COMP
 DQ4500  MODELED GRAVITY -    980,341.4   (mgal)                       NAVD 88
 DQ4500
 DQ4500  VERT ORDER      -  SECOND    CLASS I
 DQ4500
 DQ4500.The horizontal coordinates were determined by differentially corrected
 DQ4500.hand held GPS observations or other comparable positioning techniques
 DQ4500.and have an estimated accuracy of +/- 3 meters.
 DQ4500
 DQ4500.The orthometric height was determined by differential leveling and
 DQ4500.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4500.in March 2017.
 DQ4500
 DQ4500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4500.GEOID18 height accuracy estimate available here.
 DQ4500
 DQ4500.Click photographs - Photos may exist for this station.
 DQ4500
 DQ4500.The dynamic height is computed by dividing the NAVD 88
 DQ4500.geopotential number by the normal gravity value computed on the
 DQ4500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4500.degrees latitude (g = 980.6199 gals.).
 DQ4500
 DQ4500.The modeled gravity was interpolated from observed gravity values.
 DQ4500
 DQ4500;                    North         East    Units  Estimated Accuracy
 DQ4500;SPC WI S     -   109,476.6     738,209.1     MT  (+/- 3 meters HH1 GPS) 
 DQ4500
 DQ4500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9353558624(NAD 83)
 DQ4500
 DQ4500                          SUPERSEDED SURVEY CONTROL
 DQ4500
 DQ4500.No superseded survey control is available for this station.
 DQ4500
 DQ4500_MARKER: DD = SURVEY DISK
 DQ4500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4500_STAMPING: 9A163 2013
 DQ4500_MARK LOGO: WIDT
 DQ4500_PROJECTION: FLUSH
 DQ4500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4500+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2016
 DQ4500
 DQ4500  HISTORY     - Date     Condition        Report By
 DQ4500  HISTORY     - 2013     MONUMENTED       WIDT
 DQ4500  HISTORY     - 20160706 GOOD             WIDT
 DQ4500
 DQ4500                          STATION DESCRIPTION
 DQ4500
 DQ4500'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4500'THE STATION IS LOCATED 8 MI (12.9 KM) NORTHWEST OF BIG BEND, 7 MI
 DQ4500'(11.3 KM) NORTH OF MUKWONAGO AND 6 MI (9.7 KM) NORTHEAST OF NORTH
 DQ4500'PRAIRIE.
 DQ4500'
 DQ4500'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH COUNTY
 DQ4500'HIGHWAY X, ABOUT 3 MI (4.8 KM) SOUTHWEST OF DOWNTOWN WAUKESHA, GO
 DQ4500'SOUTHWEST ON STATE HIGHWAY 59 FOR 1.65 MI (2.65 KM) TO TOWNLINE ROAD
 DQ4500'ON THE RIGHT AND THE STATION ON THE RIGHT.
 DQ4500'
 DQ4500'THE STATION IS 14.0 M (45.9 FT) EAST OF THE CENTERLINE OF TOWNLINE
 DQ4500'ROAD, 33.8 M (110.9 FT) NORTHEAST OF A POWER POLE -91-08631- WITH A
 DQ4500'STREET LIGHT, 33.6 M (110.2 FT) NORTH OF THE CENTERLINE OF STATE
 DQ4500'HIGHWAY 59, 19.2 M (63.0 FT) SOUTH-SOUTHWEST OF A POWER POLE
 DQ4500'-98-11050- WITH FOUR GUY WIRES, 7.1 M (23.3 FT) EAST OF A -NO TRUCKS
 DQ4500'OVER THREE TONS- SIGN AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DQ4500'BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ4500'
 DQ4500'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DQ4500'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR OVERHEAD POWER LINES TO
 DQ4500'THE SOUTH AND DISTANT TREES TO THE WEST EXTENDING TO 25 DEGREES ABOVE
 DQ4500'THE HORIZON.
 DQ4500'
 DQ4500'NOTE-THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4500'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4500'INCHES) CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR4144 ***********************************************************************
 DR4144  DESIGNATION -  9A164
 DR4144  PID         -  DR4144
 DR4144  STATE/COUNTY-  WI/MILWAUKEE
 DR4144  COUNTRY     -  US
 DR4144  USGS QUAD   -  MENOMONEE FALLS (2018)
 DR4144
 DR4144                         *CURRENT SURVEY CONTROL
 DR4144  ______________________________________________________________________
 DR4144* NAD 83(1986) POSITION- 43 11 32.28   (N) 088 02 17.36   (W)   HD_HELD1
 DR4144* NAVD 88 ORTHO HEIGHT -   219.788 (meters)      721.09  (feet) ADJUSTED
 DR4144  ______________________________________________________________________
 DR4144  GEOID HEIGHT    -        -35.046 (meters)                     GEOID18
 DR4144  DYNAMIC HEIGHT  -        219.733 (meters)      720.91  (feet) COMP
 DR4144  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 DR4144
 DR4144  VERT ORDER      -  SECOND    CLASS I
 DR4144
 DR4144.The horizontal coordinates were determined by differentially corrected
 DR4144.hand held GPS observations or other comparable positioning techniques
 DR4144.and have an estimated accuracy of +/- 3 meters.
 DR4144
 DR4144.The orthometric height was determined by differential leveling and
 DR4144.adjusted by the NATIONAL GEODETIC SURVEY
 DR4144.in July 2020.
 DR4144
 DR4144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4144.GEOID18 height accuracy estimate available here.
 DR4144
 DR4144.Click photographs - Photos may exist for this station.
 DR4144
 DR4144.The dynamic height is computed by dividing the NAVD 88
 DR4144.geopotential number by the normal gravity value computed on the
 DR4144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4144.degrees latitude (g = 980.6199 gals.).
 DR4144
 DR4144.The modeled gravity was interpolated from observed gravity values.
 DR4144
 DR4144;                    North         East    Units  Estimated Accuracy
 DR4144;SPC WI S     -   134,328.6     759,446.5     MT  (+/- 3 meters HH1 GPS) 
 DR4144
 DR4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1564582692(NAD 83)
 DR4144
 DR4144                          SUPERSEDED SURVEY CONTROL
 DR4144
 DR4144.No superseded survey control is available for this station.
 DR4144
 DR4144_MARKER: DD = SURVEY DISK
 DR4144_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR4144_SP_SET: BRIDGE ABUTMENT
 DR4144_STAMPING: 9A164 2013
 DR4144_MARK LOGO: WIDT
 DR4144_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR4144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR4144+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2019
 DR4144
 DR4144  HISTORY     - Date     Condition        Report By
 DR4144  HISTORY     - 2013     MONUMENTED       WIDT
 DR4144  HISTORY     - 20190923 GOOD             WIDT
 DR4144
 DR4144                          STATION DESCRIPTION
 DR4144
 DR4144'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR4144'THE STATION IS 7 MI (11.3 KM) WEST OF BAYSIDE, 4 MI (6.4 KM) SOUTHWEST
 DR4144'OF MEQUON AND 4 MI (6.4 KM) SOUTHEAST OF GERMANTOWN.
 DR4144'
 DR4144'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 41 AND US
 DR4144'HIGHWAY 45 WITH COUNTY HIGHWAY Q (EXIT 52) IN THE CITY OF MENOMONEE
 DR4144'FALLS, GO EAST ON COUNTY HIGHWAY Q (COUNTY LINE ROAD) FOR 4.0 MI (6.4
 DR4144'KM) TO GRANVILLE ROAD ON THE LEFT AND 107TH STREET ON THE RIGHT.
 DR4144'CONTINUE EAST ON COUNTY HIGHWAY Q (COUNTY LINE ROAD) FOR 0.2 MI (0.3
 DR4144'KM) TO A BRIDGE OVER THE LITTLE MENOMONEE RIVER AND THE STATION ON THE
 DR4144'RIGHT.
 DR4144'
 DR4144'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR4144'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DR4144'THE SOUTH SIDE OF THE EAST ABUTMENT OF THE BRIDGE -B-45-15-, ABOUT
 DR4144'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.7 M (18.7 FT) SOUTH OF
 DR4144'THE CENTERLINE OF COUNTY HIGHWAY Q (COUNTY LINE ROAD), 48 M (157.5 FT)
 DR4144'WEST OF THE CENTER OF TAMERLANE DRIVE, 1.0 M (3.3 FT) WEST OF THE
 DR4144'EASTERN MOST OF SIX 4 FT (1.2 M) DECORATIVE STONE COLUMNS THAT ARE
 DR4144'ALIGNED ALONG THE BRIDGE SPAN, AND IS APPROXIMATELY 25 CM (10 INCHES)
 DR4144'SOUTH OF THE METAL GUARD RAILING ALONG THE BRIDGE SPAN.
 DR4144'
 DR4144'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTHWEST EXTENDING TO
 DR4144'30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS1740 ***********************************************************************
 DS1740  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1740  DESIGNATION -  9A167
 DS1740  PID         -  DS1740
 DS1740  STATE/COUNTY-  WI/LAFAYETTE
 DS1740  COUNTRY     -  US
 DS1740  USGS QUAD   -  SOUTH WAYNE (2018)
 DS1740
 DS1740                         *CURRENT SURVEY CONTROL
 DS1740  ______________________________________________________________________
 DS1740* NAD 83(2011) POSITION- 42 33 54.76988(N) 089 57 49.95618(W)   ADJUSTED
 DS1740* NAD 83(2011) ELLIP HT-   263.955 (meters)        (04/09/24)   ADJUSTED
 DS1740* NAD 83(2011) EPOCH   -  2010.00
 DS1740* NAVD 88 ORTHO HEIGHT -   297.39  (meters)      975.7   (feet) GPS OBS
 DS1740  ______________________________________________________________________
 DS1740  GEOID HEIGHT    -        -33.437 (meters)                     GEOID18
 DS1740  NAD 83(2011) X  -      2,966.333 (meters)                     COMP
 DS1740  NAD 83(2011) Y  - -4,704,952.783 (meters)                     COMP
 DS1740  NAD 83(2011) Z  -  4,292,231.469 (meters)                     COMP
 DS1740  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DS1740
 DS1740  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1740  Standards:
 DS1740         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1740            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1740  -------------------------------------------------------------------
 DS1740  NETWORK    0.37   0.57           0.17   0.13   0.29      0.03114964
 DS1740  -------------------------------------------------------------------
 DS1740  Click here for local accuracies and other accuracy information.
 DS1740
 DS1740.The horizontal coordinates were established by GPS observations
 DS1740.and adjusted by the WI DEPT OF TRANSP in April 2024.
 DS1740
 DS1740.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1740.been affixed to the stable North American tectonic plate. See 
 DS1740.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1740
 DS1740.The horizontal coordinates are valid at the epoch date displayed above
 DS1740.which is a decimal equivalence of Year/Month/Day.
 DS1740
 DS1740.The orthometric height was determined by GPS observations and a
 DS1740.high-resolution geoid model using precise GPS observation and
 DS1740.processing techniques.
 DS1740
 DS1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1740.GEOID18 height accuracy estimate available here.
 DS1740
 DS1740.Click photographs - Photos may exist for this station.
 DS1740
 DS1740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1740
 DS1740.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1740
 DS1740.The ellipsoidal height was determined by GPS observations
 DS1740.and is referenced to NAD 83.
 DS1740
 DS1740. The following values were computed from the NAD 83(2011) position.
 DS1740
 DS1740;                    North         East     Units Scale Factor Converg.
 DS1740;SPC WI S     -    62,791.771   602,966.324   MT  1.00003814   +0 01 29.4
 DS1740;SPC WI S     -   206,009.34  1,978,232.01   sFT  1.00003814   +0 01 29.4
 DS1740;UTM  16      - 4,716,792.818   256,713.555   MT  1.00032827   -2 00 21.0
 DS1740;UTM  15      - 4,717,003.065   749,217.195   MT  1.00036422   +2 03 17.2
 DS1740
 DS1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1740!SPC WI S     -   0.99995861  x   1.00003814  =   0.99999674
 DS1740!UTM  16      -   0.99995861  x   1.00032827  =   1.00028686
 DS1740!UTM  15      -   0.99995861  x   1.00036422  =   1.00032281
 DS1740
 DS1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN5671316792(NAD 83)
 DS1740
 DS1740                          SUPERSEDED SURVEY CONTROL
 DS1740
 DS1740.No superseded survey control is available for this station.
 DS1740
 DS1740_MARKER: DD = SURVEY DISK
 DS1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1740_STAMPING: 9A167 2015
 DS1740_MARK LOGO: WIDT
 DS1740_PROJECTION: FLUSH
 DS1740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS1740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1740+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DS1740
 DS1740  HISTORY     - Date     Condition        Report By
 DS1740  HISTORY     - 2015     MONUMENTED       WIDT
 DS1740  HISTORY     - 20231207 GOOD             DJHENK
 DS1740
 DS1740                          STATION DESCRIPTION
 DS1740
 DS1740'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DS1740'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST OF BROWNTOWN, 5.0 MI
 DS1740'(8.0 KM) SOUTH OF WIOTA, 3 MI (4.8 KM) SOUTHEAST OF GRATIOT AND 4.3 MI
 DS1740'(6.9 KM) WEST OF SOUTH WAYNE.
 DS1740'
 DS1740'TO REACH THE STATION FROM THE INTERSECTION OF STH 11 AND LAFAYETTE
 DS1740'COUNTY TRUNK HIGHWAY KK WEST OF SOUTH WAYNE, PROCEED EAST ON STH 11
 DS1740'ABOUT 450 FT (137.2 M) (0.09 MILES) TO THE STATION ON THE LEFT.
 DS1740'
 DS1740'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS1740'GEODETIC SURVEY CONTROL STATION DISK, SET IN THE TOP OF A 41-CM
 DS1740'DIAMETER CONCRETE POST.  THE STATION IS 61.5 FT (18.7 M) NORTH OF THE
 DS1740'CENTERLINE OF STH 11, 42 FT (12.8 M) NORTHEAST OF THE NORTH POLE FOR A
 DS1740''BACKYARD CAMPGROUND' BLUE DIRECTIONAL SIGN AND IS 3 FT (0.9 M) FROM
 DS1740'THREE WHITE PLASTIC T-POSTS THAT SURROUND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ1504 ***********************************************************************
 DQ1504  DESIGNATION -  9A170
 DQ1504  PID         -  DQ1504
 DQ1504  STATE/COUNTY-  WI/TREMPEALEAU
 DQ1504  COUNTRY     -  US
 DQ1504  USGS QUAD   -  INDEPENDENCE (2018)
 DQ1504
 DQ1504                         *CURRENT SURVEY CONTROL
 DQ1504  ______________________________________________________________________
 DQ1504* NAD 83(2011) POSITION- 44 20 50.63111(N) 091 26 03.72588(W)   ADJUSTED
 DQ1504* NAD 83(2011) ELLIP HT-   206.596 (meters)        (06/28/17)   ADJUSTED
 DQ1504* NAD 83(2011) EPOCH   -  2010.00
 DQ1504* NAVD 88 ORTHO HEIGHT -   237.678 (meters)      779.78  (feet) ADJUSTED
 DQ1504  ______________________________________________________________________
 DQ1504  GEOID HEIGHT    -        -31.093 (meters)                     GEOID18
 DQ1504  NAD 83(2011) X  -   -114,363.578 (meters)                     COMP
 DQ1504  NAD 83(2011) Y  - -4,567,293.776 (meters)                     COMP
 DQ1504  NAD 83(2011) Z  -  4,435,922.011 (meters)                     COMP
 DQ1504  LAPLACE CORR    -         -4.67  (seconds)                    DEFLEC18
 DQ1504  DYNAMIC HEIGHT  -        237.649 (meters)      779.69  (feet) COMP
 DQ1504  MODELED GRAVITY -    980,490.3   (mgal)                       NAVD 88
 DQ1504
 DQ1504  VERT ORDER      -  SECOND    CLASS I
 DQ1504
 DQ1504  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1504  Standards:
 DQ1504         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1504            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1504  -------------------------------------------------------------------
 DQ1504  NETWORK    0.44   0.63           0.20   0.15   0.32     -0.06696873
 DQ1504  -------------------------------------------------------------------
 DQ1504  Click here for local accuracies and other accuracy information.
 DQ1504
 DQ1504.The horizontal coordinates were established by GPS observations
 DQ1504.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DQ1504
 DQ1504.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1504.been affixed to the stable North American tectonic plate. See 
 DQ1504.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1504
 DQ1504.The horizontal coordinates are valid at the epoch date displayed above
 DQ1504.which is a decimal equivalence of Year/Month/Day.
 DQ1504
 DQ1504.The orthometric height was determined by differential leveling and
 DQ1504.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1504.in November 2016.
 DQ1504
 DQ1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1504.GEOID18 height accuracy estimate available here.
 DQ1504
 DQ1504.Click photographs - Photos may exist for this station.
 DQ1504
 DQ1504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1504
 DQ1504.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1504
 DQ1504.The ellipsoidal height was determined by GPS observations
 DQ1504.and is referenced to NAD 83.
 DQ1504
 DQ1504.The dynamic height is computed by dividing the NAVD 88
 DQ1504.geopotential number by the normal gravity value computed on the
 DQ1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1504.degrees latitude (g = 980.6199 gals.).
 DQ1504
 DQ1504.The modeled gravity was interpolated from observed gravity values.
 DQ1504
 DQ1504. The following values were computed from the NAD 83(2011) position.
 DQ1504
 DQ1504;                    North         East     Units Scale Factor Converg.
 DQ1504;SPC WI C     -    58,131.936   485,636.064   MT  0.99998301   -1 00 43.4
 DQ1504;SPC WI C     -   190,721.19  1,593,290.99   sFT  0.99998301   -1 00 43.4
 DQ1504;UTM  15      - 4,911,650.622   624,788.783   MT  0.99979151   +1 05 40.3
 DQ1504
 DQ1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1504!SPC WI C     -   0.99996761  x   0.99998301  =   0.99995062
 DQ1504!UTM  15      -   0.99996761  x   0.99979151  =   0.99975912
 DQ1504
 DQ1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2478811650(NAD 83)
 DQ1504
 DQ1504                          SUPERSEDED SURVEY CONTROL
 DQ1504
 DQ1504.No superseded survey control is available for this station.
 DQ1504
 DQ1504_MARKER: DD = SURVEY DISK
 DQ1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1504_STAMPING: 9A170 2014
 DQ1504_MARK LOGO: WIDT
 DQ1504_PROJECTION: FLUSH
 DQ1504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ1504+STABILITY: SURFACE MOTION
 DQ1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1504+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2015
 DQ1504
 DQ1504  HISTORY     - Date     Condition        Report By
 DQ1504  HISTORY     - 2014     MONUMENTED       WIDT
 DQ1504  HISTORY     - 20150608 GOOD             WIDT
 DQ1504
 DQ1504                          STATION DESCRIPTION
 DQ1504
 DQ1504'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ1504'THE STATION IS APPROXIMATELY 7 MI (11.3 KM) NORTH OF ARCADIA, 6 MI
 DQ1504'(9.7 KM) WEST OF WHITEHALL AND 0.75 MI (1.2 KM) SOUTHWEST OF
 DQ1504'INDEPENDENCE.
 DQ1504'
 DQ1504'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DQ1504'HIGHWAY X ABOUT 0.75 MI (1.2 KM) SOUTHWEST OF THE CITY OF
 DQ1504'INDEPENDENCE, GO SOUTHWEST ON STATE HIGHWAY 93 FOR APPROXIMATELY 500
 DQ1504'FT (152.4 M) TO THE STATION ON THE LEFT.
 DQ1504'
 DQ1504'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ1504'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ1504'INCH) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 DQ1504'HIGHWAY GRADE.
 DQ1504'
 DQ1504'THE STATION IS 15.1 M (49.5 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 DQ1504'HIGHWAY 93, 10 M (32.8 FT) NORTHEAST OF THE CENTER OF A FIELD
 DQ1504'ENTRANCE, 2.1 M (6.9 FT) NORTHWEST OF A BARBED WIRE FENCE LINE AND
 DQ1504'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DQ1504'WITNESS POSTS.
 DQ1504'
 DQ1504'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ1504'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2536 ***********************************************************************
 DQ2536  DESIGNATION -  9A171
 DQ2536  PID         -  DQ2536
 DQ2536  STATE/COUNTY-  WI/BROWN
 DQ2536  COUNTRY     -  US
 DQ2536  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2536
 DQ2536                         *CURRENT SURVEY CONTROL
 DQ2536  ______________________________________________________________________
 DQ2536* NAD 83(1986) POSITION- 44 31 27.67   (N) 088 05 04.99   (W)   HD_HELD1
 DQ2536* NAVD 88 ORTHO HEIGHT -   199.662 (meters)      655.06  (feet) ADJUSTED
 DQ2536  ______________________________________________________________________
 DQ2536  GEOID HEIGHT    -        -36.246 (meters)                     GEOID18
 DQ2536  DYNAMIC HEIGHT  -        199.637 (meters)      654.98  (feet) COMP
 DQ2536  MODELED GRAVITY -    980,489.1   (mgal)                       NAVD 88
 DQ2536
 DQ2536  VERT ORDER      -  SECOND    CLASS I
 DQ2536
 DQ2536.The horizontal coordinates were determined by differentially corrected
 DQ2536.hand held GPS observations or other comparable positioning techniques
 DQ2536.and have an estimated accuracy of +/- 3 meters.
 DQ2536
 DQ2536.The orthometric height was determined by differential leveling and
 DQ2536.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2536.in February 2017.
 DQ2536
 DQ2536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2536.GEOID18 height accuracy estimate available here.
 DQ2536
 DQ2536.Click photographs - Photos may exist for this station.
 DQ2536
 DQ2536.The dynamic height is computed by dividing the NAVD 88
 DQ2536.geopotential number by the normal gravity value computed on the
 DQ2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2536.degrees latitude (g = 980.6199 gals.).
 DQ2536
 DQ2536.The modeled gravity was interpolated from observed gravity values.
 DQ2536
 DQ2536;                    North         East    Units  Estimated Accuracy
 DQ2536;SPC WI C     -    78,580.1     752,237.7     MT  (+/- 3 meters HH1 GPS) 
 DQ2536
 DQ2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1380330686(NAD 83)
 DQ2536
 DQ2536                          SUPERSEDED SURVEY CONTROL
 DQ2536
 DQ2536.No superseded survey control is available for this station.
 DQ2536
 DQ2536_MARKER: DD = SURVEY DISK
 DQ2536_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2536_SP_SET: RETAINING WALL
 DQ2536_STAMPING: 9A171 2015
 DQ2536_MARK LOGO: WIDT
 DQ2536_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2536+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2015
 DQ2536
 DQ2536  HISTORY     - Date     Condition        Report By
 DQ2536  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2536  HISTORY     - 20150625 GOOD             WIDT
 DQ2536
 DQ2536                          STATION DESCRIPTION
 DQ2536
 DQ2536'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2536'THE STATION IS LOCATED ON THE WESTSIDE OF THE CITY OF GREEN BAY, AT
 DQ2536'THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 54 (MASON STREET),
 DQ2536'APPROXIMATELY 500 FT (152.4 M) WEST OF THE ROUND-A-BOUT THAT IS WEST
 DQ2536'OF THE STATE HIGHWAY 54 BRIDGE OVER US HIGHWAY 41.
 DQ2536'
 DQ2536'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2536'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ2536'A CONCRETE RETAINING WALL, NEAR THE EAST END OF A PEDESTRIAN RAMP
 DQ2536'WHICH CONNECTS STATE HIGHWAY 54 (MASON STREET) WITH THE MASON STREET
 DQ2536'NORTH FRONTAGE ROAD.  THE STATION IS AT GRADE WITH STATE HIGHWAY 54
 DQ2536'AND APPROXIMATELY 4.5 M (14.8 FT) HIGHER THAN THE MASON STREET
 DQ2536'FRONTAGE ROAD GRADE TO THE NORTH.
 DQ2536'
 DQ2536'THE STATION IS 3.4 M (11.2 FT) NORTH OF A 1.1 M (3.6 FT) CONCRETE
 DQ2536'PARAPET WALL WHICH SEPARATES PEDESTRIAN TRAFFIC FROM VEHICLE TRAFFIC
 DQ2536'ALONG STATE HIGHWAY 54 (MASON STREET), 10.5 M (34.4 FT) NORTHWEST OF A
 DQ2536'WOOD POST FOR A -SPEED LIMIT 35- SIGN, AND 5.6 M (18.4 FT)
 DQ2536'NORTH-NORTHWEST OF THE CENTER OF A CONCRETE FLUME.  THE STATION IS AT
 DQ2536'THE EAST END OF THE PEDESTRIAN RAMP, 0.6 M (2.0 FT) WEST OF WHERE THE
 DQ2536'EAST END OF THE DECORATIVE METAL GUARD RAIL ABUTS THE NORTH CONCRETE
 DQ2536'PARAPET WALL ALONG STATE HIGHWAY 54.
 DQ2536'
 DQ2536'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2536'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2537 ***********************************************************************
 DQ2537  DESIGNATION -  9A172
 DQ2537  PID         -  DQ2537
 DQ2537  STATE/COUNTY-  WI/BROWN
 DQ2537  COUNTRY     -  US
 DQ2537  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2537
 DQ2537                         *CURRENT SURVEY CONTROL
 DQ2537  ______________________________________________________________________
 DQ2537* NAD 83(1986) POSITION- 44 32 11.77   (N) 088 04 52.08   (W)   HD_HELD1
 DQ2537* NAVD 88 ORTHO HEIGHT -   186.326 (meters)      611.30  (feet) ADJUSTED
 DQ2537  ______________________________________________________________________
 DQ2537  GEOID HEIGHT    -        -36.251 (meters)                     GEOID18
 DQ2537  DYNAMIC HEIGHT  -        186.303 (meters)      611.23  (feet) COMP
 DQ2537  MODELED GRAVITY -    980,490.8   (mgal)                       NAVD 88
 DQ2537
 DQ2537  VERT ORDER      -  SECOND    CLASS I
 DQ2537
 DQ2537.The horizontal coordinates were determined by differentially corrected
 DQ2537.hand held GPS observations or other comparable positioning techniques
 DQ2537.and have an estimated accuracy of +/- 3 meters.
 DQ2537
 DQ2537.The orthometric height was determined by differential leveling and
 DQ2537.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2537.in February 2017.
 DQ2537
 DQ2537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2537.GEOID18 height accuracy estimate available here.
 DQ2537
 DQ2537.Click photographs - Photos may exist for this station.
 DQ2537
 DQ2537.The dynamic height is computed by dividing the NAVD 88
 DQ2537.geopotential number by the normal gravity value computed on the
 DQ2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2537.degrees latitude (g = 980.6199 gals.).
 DQ2537
 DQ2537.The modeled gravity was interpolated from observed gravity values.
 DQ2537
 DQ2537;                    North         East    Units  Estimated Accuracy
 DQ2537;SPC WI C     -    79,947.6     752,490.5     MT  (+/- 3 meters HH1 GPS) 
 DQ2537
 DQ2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1410632043(NAD 83)
 DQ2537
 DQ2537                          SUPERSEDED SURVEY CONTROL
 DQ2537
 DQ2537.No superseded survey control is available for this station.
 DQ2537
 DQ2537_MARKER: DD = SURVEY DISK
 DQ2537_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ2537_SP_SET: PARAPET WALL
 DQ2537_STAMPING: 9A172 2015
 DQ2537_MARK LOGO: WIDT
 DQ2537_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2537+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2015
 DQ2537
 DQ2537  HISTORY     - Date     Condition        Report By
 DQ2537  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2537  HISTORY     - 20150626 GOOD             WIDT
 DQ2537
 DQ2537                          STATION DESCRIPTION
 DQ2537
 DQ2537'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2537'THE STATION IS LOCATED IN THE VILLAGE OF HOWARD, ABOUT 12 MI (19.3 KM)
 DQ2537'EAST-NORTHEAST OF SEYMOUR AND JUST WEST OF THE CITY OF GREEN BAY.
 DQ2537'
 DQ2537'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DQ2537'HIGHWAY 29 AND STATE HIGHWAY 32, GO NORTHWEST ON STATE HIGHWAY 29 WEST
 DQ2537'AND STATE HIGHWAY 32 NORTH TO THE SECOND ROUND-A-BOUT NORTHWEST OF THE
 DQ2537'US HIGHWAY 41 GRADE SEPARATED JUNCTION.  EXIT THE ROUND-A-BOUT TO THE
 DQ2537'SOUTH ON DUCK CREEK PARKWAY, CONTINUE SOUTH ON DUCK CREEK PARKWAY FOR
 DQ2537'0.2 MI (0.5 KM) TO BADGERLAND DRIVE, TURN LEFT AND GO EAST ON
 DQ2537'BADGERLAND DRIVE FOR APPROXIMATELY 700 FT (213.4 M) TO A BRIDGE OVER
 DQ2537'BEAVER DAM CREEK AND THE STATION ON THE LEFT.
 DQ2537'
 DQ2537'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2537'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ2537'THE SOUTH END OF THE EAST PARAPET WALL OF THE BRIDGE -B-05-0414-. THE
 DQ2537'STATION IS 4.9 M (16.1 FT) NORTHWEST OF THE NORTH END OF A CYCLONE
 DQ2537'FENCE AND 2.1 M (6.9 FT) NORTH OF THE SOUTH END OF THE PARAPET WALL.
 DQ2537'
 DQ2537'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2537'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2538 ***********************************************************************
 DQ2538  DESIGNATION -  9A173
 DQ2538  PID         -  DQ2538
 DQ2538  STATE/COUNTY-  WI/BROWN
 DQ2538  COUNTRY     -  US
 DQ2538  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2538
 DQ2538                         *CURRENT SURVEY CONTROL
 DQ2538  ______________________________________________________________________
 DQ2538* NAD 83(1986) POSITION- 44 32 47.09   (N) 088 05 05.39   (W)   HD_HELD1
 DQ2538* NAVD 88 ORTHO HEIGHT -   182.785 (meters)      599.69  (feet) ADJUSTED
 DQ2538  ______________________________________________________________________
 DQ2538  GEOID HEIGHT    -        -36.254 (meters)                     GEOID18
 DQ2538  DYNAMIC HEIGHT  -        182.762 (meters)      599.61  (feet) COMP
 DQ2538  MODELED GRAVITY -    980,492.1   (mgal)                       NAVD 88
 DQ2538
 DQ2538  VERT ORDER      -  SECOND    CLASS I
 DQ2538
 DQ2538.The horizontal coordinates were determined by differentially corrected
 DQ2538.hand held GPS observations or other comparable positioning techniques
 DQ2538.and have an estimated accuracy of +/- 3 meters.
 DQ2538
 DQ2538.The orthometric height was determined by differential leveling and
 DQ2538.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2538.in February 2017.
 DQ2538
 DQ2538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2538.GEOID18 height accuracy estimate available here.
 DQ2538
 DQ2538.Click photographs - Photos may exist for this station.
 DQ2538
 DQ2538.The dynamic height is computed by dividing the NAVD 88
 DQ2538.geopotential number by the normal gravity value computed on the
 DQ2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2538.degrees latitude (g = 980.6199 gals.).
 DQ2538
 DQ2538.The modeled gravity was interpolated from observed gravity values.
 DQ2538
 DQ2538;                    North         East    Units  Estimated Accuracy
 DQ2538;SPC WI C     -    81,030.6     752,171.1     MT  (+/- 3 meters HH1 GPS) 
 DQ2538
 DQ2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1382633137(NAD 83)
 DQ2538
 DQ2538                          SUPERSEDED SURVEY CONTROL
 DQ2538
 DQ2538.No superseded survey control is available for this station.
 DQ2538
 DQ2538_MARKER: DD = SURVEY DISK
 DQ2538_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ2538_SP_SET: BRIDGE ABUTMENT
 DQ2538_STAMPING: 9A173 2015
 DQ2538_MARK LOGO: WIDT
 DQ2538_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2538+STABILITY: SURFACE MOTION
 DQ2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2538+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2015
 DQ2538
 DQ2538  HISTORY     - Date     Condition        Report By
 DQ2538  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2538  HISTORY     - 20150626 GOOD             WIDT
 DQ2538
 DQ2538                          STATION DESCRIPTION
 DQ2538
 DQ2538'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2538'THE STATION IS LOCATED IN THE VILLAGE OF HOWARD, ABOUT 11 MI (17.7 KM)
 DQ2538'SOUTHEAST OF PULASKI AND JUST WEST OF THE CITY OF GREEN BAY.
 DQ2538'
 DQ2538'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DQ2538'HIGHWAY 29 AND STATE HIGHWAY 32 (SHAWANO AVENUE),GO NORTHWEST ON STATE
 DQ2538'HIGHWAY 29 WEST AND STATE HIGHWAY 32 NORTH FOR 0.6 MI (1.0 KM) TO THE
 DQ2538'THIRD ROUND-A-BOUT NORTHWEST OF THE GRADE SEPARATED JUNCTION OF US
 DQ2538'HIGHWAY 41 WITH STATE HIGHWAY 29 AND STATE HIGHWAY 32.  EXIT THE
 DQ2538'ROUND-A-BOUT NORTHEAST TO CARDINAL LANE AND CONTINUE NORTHEAST ON
 DQ2538'CARDINAL LANE FOR 0.15 MI (0.2 KM) TO A ROUND-A-BOUT JUNCTION WITH
 DQ2538'DUCK CREEK PARKWAY.  CONTINUE NORTH ON CARDINAL LANE FOR APPROXIMATELY
 DQ2538'400 FT (121.9 M) TO THE SOUTH END OF A BRIDGE OVER DUCK CREEK AND THE
 DQ2538'STATION ON THE RIGHT.
 DQ2538'
 DQ2538'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2538'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ2538'THE WEST SIDE OF THE SOUTH ABUTMENT OF THE PEDESTRIAN BRIDGE OVER DUCK
 DQ2538'CREEK.  THE STATION IS 5.6 M (18.4 FT) EAST OF THE CENTERLINE OF
 DQ2538'NORTHBOUND CARDINAL LANE, 7.3 M (24.0 FT) NORTH OF A STEEL POST FOR A
 DQ2538'TIGER BOARD SIGN, 4.3 M (14.1 FT) WEST OF A NORTH-SOUTH CYCLONE FENCE
 DQ2538'LINE, 1.3 M (4.3 FT) EAST OF A METAL BRIDGE GUARDRAIL, 23 CM (9
 DQ2538'INCHES) WEST OF THE WEST EDGE OF A 30 CM (12 INCH) WIDE IRON PLATE
 DQ2538'THAT SPANS THE THRESHOLD OF THE BRIDGE ABUTMENT TO THE BRIDGE DECK.
 DQ2538'
 DQ2538'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2538'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE EAST EXTENDING TO
 DQ2538'35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2539 ***********************************************************************
 DQ2539  DESIGNATION -  9A174
 DQ2539  PID         -  DQ2539
 DQ2539  STATE/COUNTY-  WI/BROWN
 DQ2539  COUNTRY     -  US
 DQ2539  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2539
 DQ2539                         *CURRENT SURVEY CONTROL
 DQ2539  ______________________________________________________________________
 DQ2539* NAD 83(1986) POSITION- 44 33 35.68   (N) 088 04 07.17   (W)   HD_HELD1
 DQ2539* NAVD 88 ORTHO HEIGHT -   187.348 (meters)      614.66  (feet) ADJUSTED
 DQ2539  ______________________________________________________________________
 DQ2539  GEOID HEIGHT    -        -36.261 (meters)                     GEOID18
 DQ2539  DYNAMIC HEIGHT  -        187.326 (meters)      614.59  (feet) COMP
 DQ2539  MODELED GRAVITY -    980,494.3   (mgal)                       NAVD 88
 DQ2539
 DQ2539  VERT ORDER      -  SECOND    CLASS I
 DQ2539
 DQ2539.The horizontal coordinates were determined by differentially corrected
 DQ2539.hand held GPS observations or other comparable positioning techniques
 DQ2539.and have an estimated accuracy of +/- 3 meters.
 DQ2539
 DQ2539.The orthometric height was determined by differential leveling and
 DQ2539.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2539.in February 2017.
 DQ2539
 DQ2539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2539.GEOID18 height accuracy estimate available here.
 DQ2539
 DQ2539.Click photographs - Photos may exist for this station.
 DQ2539
 DQ2539.The dynamic height is computed by dividing the NAVD 88
 DQ2539.geopotential number by the normal gravity value computed on the
 DQ2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2539.degrees latitude (g = 980.6199 gals.).
 DQ2539
 DQ2539.The modeled gravity was interpolated from observed gravity values.
 DQ2539
 DQ2539;                    North         East    Units  Estimated Accuracy
 DQ2539;SPC WI C     -    82,560.4     753,420.1     MT  (+/- 3 meters HH1 GPS) 
 DQ2539
 DQ2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1513134619(NAD 83)
 DQ2539
 DQ2539                          SUPERSEDED SURVEY CONTROL
 DQ2539
 DQ2539.No superseded survey control is available for this station.
 DQ2539
 DQ2539_MARKER: DD = SURVEY DISK
 DQ2539_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ2539_SP_SET: RETAINING WALL
 DQ2539_STAMPING: 9A174 2015
 DQ2539_MARK LOGO: WIDT
 DQ2539_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2539+STABILITY: SURFACE MOTION
 DQ2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2539+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 DQ2539
 DQ2539  HISTORY     - Date     Condition        Report By
 DQ2539  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2539  HISTORY     - 20150707 GOOD             WIDT
 DQ2539
 DQ2539                          STATION DESCRIPTION
 DQ2539
 DQ2539'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2539'THE STATION IS LOCATED IN THE VILLAGE OF HOWARD, ABOUT 11 MI (17.7 KM)
 DQ2539'SOUTHEAST OF PULASKI AND JUST NORTHWEST OF THE CITY OF GREEN BAY.
 DQ2539'
 DQ2539'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH US
 DQ2539'HIGHWAY 141 AND COUNTY HIGHWAY HS (EXIT 170) IN THE CITY OF GREEN BAY,
 DQ2539'GO NORTHWEST ON COUNTY HIGHWAY HS (VELP AVENUE) FOR 0.45 MI (0.7 KM)
 DQ2539'TO THE QUARRY VIEW PROFESSIONAL BUILDINGS (2149 VELP AVENUE) ON THE
 DQ2539'LEFT AND THE STATION ON THE LEFT.  THE STATION IS LOCATED ALONG THE
 DQ2539'SOUTHWEST TERRACE OF VELP AVENUE, SET IN THE TOP OF A CONCRETE
 DQ2539'RETAINING WALL.
 DQ2539'
 DQ2539'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2539'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ2539'THE NORTHWEST END OF A 35 CM (14 INCH) WIDE CONCRETE RETAINING WALL
 DQ2539'-RW-5-12-88-.  THE STATION IS 10.3 M (33.8 FT) NORTHWEST OF THE WEST
 DQ2539'SIDE OF A SET OF FIVE CONCRETE STEPS BUILT INTO THE TERRACE, 7.7 M
 DQ2539'(25.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE RETAINING
 DQ2539'WALL, 6.9 M (22.6 FT) NORTHEAST OF THE BACK OF CURB OF AN ASPHALT
 DQ2539'PARKING LOT, AND 1.55 M (5.1 FT) SOUTHWEST OF THE BACK OF CURB OF VELP
 DQ2539'AVENUE.
 DQ2539'
 DQ2539'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2539'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING
 DQ2539'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2540 ***********************************************************************
 DQ2540  DESIGNATION -  9A175
 DQ2540  PID         -  DQ2540
 DQ2540  STATE/COUNTY-  WI/BROWN
 DQ2540  COUNTRY     -  US
 DQ2540  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2540
 DQ2540                         *CURRENT SURVEY CONTROL
 DQ2540  ______________________________________________________________________
 DQ2540* NAD 83(1986) POSITION- 44 34 38.21   (N) 088 02 52.90   (W)   HD_HELD1
 DQ2540* NAVD 88 ORTHO HEIGHT -   187.150 (meters)      614.01  (feet) ADJUSTED
 DQ2540  ______________________________________________________________________
 DQ2540  GEOID HEIGHT    -        -36.271 (meters)                     GEOID18
 DQ2540  DYNAMIC HEIGHT  -        187.128 (meters)      613.94  (feet) COMP
 DQ2540  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 DQ2540
 DQ2540  VERT ORDER      -  SECOND    CLASS I
 DQ2540
 DQ2540.The horizontal coordinates were determined by differentially corrected
 DQ2540.hand held GPS observations or other comparable positioning techniques
 DQ2540.and have an estimated accuracy of +/- 3 meters.
 DQ2540
 DQ2540.The orthometric height was determined by differential leveling and
 DQ2540.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2540.in February 2017.
 DQ2540
 DQ2540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2540.GEOID18 height accuracy estimate available here.
 DQ2540
 DQ2540.Click photographs - Photos may exist for this station.
 DQ2540
 DQ2540.The dynamic height is computed by dividing the NAVD 88
 DQ2540.geopotential number by the normal gravity value computed on the
 DQ2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2540.degrees latitude (g = 980.6199 gals.).
 DQ2540
 DQ2540.The modeled gravity was interpolated from observed gravity values.
 DQ2540
 DQ2540;                    North         East    Units  Estimated Accuracy
 DQ2540;SPC WI C     -    84,529.1     755,012.3     MT  (+/- 3 meters HH1 GPS) 
 DQ2540
 DQ2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1679436527(NAD 83)
 DQ2540
 DQ2540                          SUPERSEDED SURVEY CONTROL
 DQ2540
 DQ2540.No superseded survey control is available for this station.
 DQ2540
 DQ2540_MARKER: DD = SURVEY DISK
 DQ2540_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ2540_SP_SET: PARAPET WALL
 DQ2540_STAMPING: 9A175 2015
 DQ2540_MARK LOGO: WIDT
 DQ2540_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2540+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2015
 DQ2540
 DQ2540  HISTORY     - Date     Condition        Report By
 DQ2540  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2540  HISTORY     - 20150708 GOOD             WIDT
 DQ2540
 DQ2540                          STATION DESCRIPTION
 DQ2540
 DQ2540'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2540'THE STATION IS LOCATED 4 MI (6.4 KM) NORTH OF THE WESTSIDE OF THE CITY
 DQ2540'OF GREEN BAY, 4 MI (6.4 KM) SOUTH OF SUAMICO AND 2 MI (3.2 KM)
 DQ2540'NORTHEAST OF HOWARD.
 DQ2540'
 DQ2540'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DQ2540'HIGHWAY M (EXIT 173) ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF GREEN
 DQ2540'BAY, GO EAST ON COUNTY HIGHWAY M FOR 0.05 MI (0.08 KM) TO DEERFIELD
 DQ2540'AVENUE.  TURN RIGHT AND GO SOUTH ON DEERFIELD AVENUE FOR 1.0 MI (1.6
 DQ2540'KM) TO COUNTY HIGHWAY EB (LAKEVIEW DRIVE).  TURN RIGHT AND GO WEST ON
 DQ2540'COUNTY HIGHWAY EASTBOUND FOR 0.05 MI (0.08 KM) TO THE EAST END OF A
 DQ2540'BRIDGE OVER US HIGHWAY 41 AND THE STATION ON THE RIGHT.
 DQ2540'
 DQ2540'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2540'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DQ2540'THE NORTH RETAINING WALL R-05-249-12- OF THE BRIDGE -B-05-684-12-.
 DQ2540'THE STATION IS 9.3 M (30.5 FT) NORTH OF THE CENTERLINE OF COUNTY
 DQ2540'HIGHWAY EB (LAKEVIEW DRIVE), 4.4 M (14.4 FT) WEST-NORTHWEST OF THE
 DQ2540'CENTER OF A DECK DRAIN AND 0.6 M (2.0 FT) NORTHWEST OF THE END ANCHOR
 DQ2540'FOR A METAL BEAM GUARD.
 DQ2540'
 DQ2540'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2540'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST EXTENDING
 DQ2540'TO 25 DEGREES AND TREES TO THE SOUTHEAST EXTENDING TO 20 DEGREES ABOVE
 DQ2540'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2541 ***********************************************************************
 DQ2541  DESIGNATION -  9A176
 DQ2541  PID         -  DQ2541
 DQ2541  STATE/COUNTY-  WI/BROWN
 DQ2541  COUNTRY     -  US
 DQ2541  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2541
 DQ2541                         *CURRENT SURVEY CONTROL
 DQ2541  ______________________________________________________________________
 DQ2541* NAD 83(1986) POSITION- 44 35 28.42   (N) 088 02 57.36   (W)   HD_HELD1
 DQ2541* NAVD 88 ORTHO HEIGHT -   189.613 (meters)      622.09  (feet) ADJUSTED
 DQ2541  ______________________________________________________________________
 DQ2541  GEOID HEIGHT    -        -36.275 (meters)                     GEOID18
 DQ2541  DYNAMIC HEIGHT  -        189.591 (meters)      622.02  (feet) COMP
 DQ2541  MODELED GRAVITY -    980,498.3   (mgal)                       NAVD 88
 DQ2541
 DQ2541  VERT ORDER      -  SECOND    CLASS I
 DQ2541
 DQ2541.The horizontal coordinates were determined by differentially corrected
 DQ2541.hand held GPS observations or other comparable positioning techniques
 DQ2541.and have an estimated accuracy of +/- 3 meters.
 DQ2541
 DQ2541.The orthometric height was determined by differential leveling and
 DQ2541.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2541.in February 2017.
 DQ2541
 DQ2541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2541.GEOID18 height accuracy estimate available here.
 DQ2541
 DQ2541.Click photographs - Photos may exist for this station.
 DQ2541
 DQ2541.The dynamic height is computed by dividing the NAVD 88
 DQ2541.geopotential number by the normal gravity value computed on the
 DQ2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2541.degrees latitude (g = 980.6199 gals.).
 DQ2541
 DQ2541.The modeled gravity was interpolated from observed gravity values.
 DQ2541
 DQ2541;                    North         East    Units  Estimated Accuracy
 DQ2541;SPC WI C     -    86,076.1     754,876.7     MT  (+/- 3 meters HH1 GPS) 
 DQ2541
 DQ2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1671538078(NAD 83)
 DQ2541
 DQ2541                          SUPERSEDED SURVEY CONTROL
 DQ2541
 DQ2541.No superseded survey control is available for this station.
 DQ2541
 DQ2541_MARKER: DD = SURVEY DISK
 DQ2541_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2541_SP_SET: PARAPET WALL
 DQ2541_STAMPING: 9A176 2015
 DQ2541_MARK LOGO: WIDT
 DQ2541_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2541+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 DQ2541
 DQ2541  HISTORY     - Date     Condition        Report By
 DQ2541  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2541  HISTORY     - 20150707 GOOD             WIDT
 DQ2541
 DQ2541                          STATION DESCRIPTION
 DQ2541
 DQ2541'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2541'THE STATION IS 5 MI (8.0 KM) NORTH OF THE WESTSIDE OF THE CITY OF
 DQ2541'GREEN BAY, 3 MI (4.8 KM) SOUTH OF SUAMICO AND 2 MI (3.2 KM) NORTHEAST
 DQ2541'OF HOWARD.
 DQ2541'
 DQ2541'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DQ2541'HIGHWAY M (LINEVILLE ROAD) (EXIT 173).
 DQ2541'
 DQ2541'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2541'GEODETIC CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF A 0.75
 DQ2541'M (2.5 FT) DECORATIVE CONCRETE PARAPET WALL THAT SEPARATES A
 DQ2541'PEDESTRIAN WALKWAY FROM VEHICLE TRAFFIC.  THE STATION IS 8.8 M (28.9
 DQ2541'FT) SOUTH OF THE CENTER OF THE MEDIAN OF COUNTY HIGHWAY M (LINEVILLE
 DQ2541'ROAD), 11.7 M (38.4 FT) NORTHEAST OF A STREET LIGHT, 9.7 M (31.8 FT)
 DQ2541'EAST OF THE WEST END OF THE DECORATIVE CONCRETE PARAPET WALL AND 4.3 M
 DQ2541'(14.1 FT) NORTH OF A 1.4 M (4.6 FT) CONCRETE PARAPET WALL
 DQ2541'R-05-0236-14- THAT IS SOUTH OF THE PEDESTRIAN WALKWAY.
 DQ2541'
 DQ2541'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2541'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED STREET LIGHT TO
 DQ2541'THE SOUTHEAST, WHICH EXTENDS TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2195 ***********************************************************************
 DQ2195  DESIGNATION -  9A177
 DQ2195  PID         -  DQ2195
 DQ2195  STATE/COUNTY-  WI/DOOR
 DQ2195  COUNTRY     -  US
 DQ2195  USGS QUAD   -  EGG HARBOR (2018)
 DQ2195
 DQ2195                         *CURRENT SURVEY CONTROL
 DQ2195  ______________________________________________________________________
 DQ2195* NAD 83(2011) POSITION- 45 02 58.91750(N) 087 17 03.59117(W)   ADJUSTED
 DQ2195* NAD 83(2011) ELLIP HT-   140.924 (meters)        (04/14/17)   ADJUSTED
 DQ2195* NAD 83(2011) EPOCH   -  2010.00
 DQ2195* NAVD 88 ORTHO HEIGHT -   177.984 (meters)      583.94  (feet) ADJUSTED
 DQ2195  ______________________________________________________________________
 DQ2195  GEOID HEIGHT    -        -37.053 (meters)                     GEOID18
 DQ2195  NAD 83(2011) X  -    213,861.349 (meters)                     COMP
 DQ2195  NAD 83(2011) Y  - -4,508,714.076 (meters)                     COMP
 DQ2195  NAD 83(2011) Z  -  4,491,351.939 (meters)                     COMP
 DQ2195  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 DQ2195  DYNAMIC HEIGHT  -        177.967 (meters)      583.88  (feet) COMP
 DQ2195  MODELED GRAVITY -    980,519.3   (mgal)                       NAVD 88
 DQ2195
 DQ2195  VERT ORDER      -  SECOND    CLASS I
 DQ2195
 DQ2195  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2195  Standards:
 DQ2195         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2195            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2195  -------------------------------------------------------------------
 DQ2195  NETWORK    0.47   0.71           0.21   0.17   0.36     -0.08532898
 DQ2195  -------------------------------------------------------------------
 DQ2195  Click here for local accuracies and other accuracy information.
 DQ2195
 DQ2195.The horizontal coordinates were established by GPS observations
 DQ2195.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2195
 DQ2195.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2195.been affixed to the stable North American tectonic plate. See 
 DQ2195.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2195
 DQ2195.The horizontal coordinates are valid at the epoch date displayed above
 DQ2195.which is a decimal equivalence of Year/Month/Day.
 DQ2195
 DQ2195.The orthometric height was determined by differential leveling and
 DQ2195.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2195.in February 2017.
 DQ2195
 DQ2195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2195.GEOID18 height accuracy estimate available here.
 DQ2195
 DQ2195.Click photographs - Photos may exist for this station.
 DQ2195
 DQ2195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2195
 DQ2195.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2195
 DQ2195.The ellipsoidal height was determined by GPS observations
 DQ2195.and is referenced to NAD 83.
 DQ2195
 DQ2195.The dynamic height is computed by dividing the NAVD 88
 DQ2195.geopotential number by the normal gravity value computed on the
 DQ2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2195.degrees latitude (g = 980.6199 gals.).
 DQ2195
 DQ2195.The modeled gravity was interpolated from observed gravity values.
 DQ2195
 DQ2195. The following values were computed from the NAD 83(2011) position.
 DQ2195
 DQ2195;                    North         East     Units Scale Factor Converg.
 DQ2195;SPC WI C     -   138,738.760   813,885.145   MT  0.99994528   +1 54 58.0
 DQ2195;SPC WI C     -   455,178.75  2,670,221.51   sFT  0.99994528   +1 54 58.0
 DQ2195;UTM  16      - 4,988,510.705   477,609.759   MT  0.99960616   -0 12 04.4
 DQ2195
 DQ2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2195!SPC WI C     -   0.99997791  x   0.99994528  =   0.99992319
 DQ2195!UTM  16      -   0.99997791  x   0.99960616  =   0.99958407
 DQ2195
 DQ2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7760988510(NAD 83)
 DQ2195
 DQ2195                          SUPERSEDED SURVEY CONTROL
 DQ2195
 DQ2195.No superseded survey control is available for this station.
 DQ2195
 DQ2195_MARKER: DD = SURVEY DISK
 DQ2195_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2195_SP_SET: BREAK WALL
 DQ2195_STAMPING: 9A177 2015
 DQ2195_MARK LOGO: WIDT
 DQ2195_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2195+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2015
 DQ2195
 DQ2195  HISTORY     - Date     Condition        Report By
 DQ2195  HISTORY     - 20150429 MONUMENTED       WIDT
 DQ2195
 DQ2195                          STATION DESCRIPTION
 DQ2195
 DQ2195'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2195'THE STATION IS IN THE VILLAGE OF EGG HARBOR, APPROXIMATELY 15.4 MI
 DQ2195'(24.8 KM) NORTHEAST OF STURGEON BAY, 6.8 MI (10.9 KM) NORTHWEST OF
 DQ2195'JACKSON PORT AND 5.8 MI (9.3 KM) SOUTH OF FISH CREEK.
 DQ2195'
 DQ2195'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ2195'HIGHWAY G IN THE VILLAGE OF EGG HARBOR, GO 0.1 MI (0.2 KM) SOUTH ON
 DQ2195'COUNTY HIGHWAY G TO DOCK ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DQ2195'WESTERLY ON DOCK ROAD FOR 0.1 MI (0.2 KM) TO A PARKING LOT FOR THE
 DQ2195'VILLAGE OF EGG HARBOR MARINA.  PROCEED TO THE NORTH END OF THE PARKING
 DQ2195'LOT AND A 20 MINUTE PARKING AREA, WHICH IS JUST SOUTH A DECORATIVE
 DQ2195'CONCRETE AREA AND A SET OF THREE FLAG POLES.  TRAVEL ON FOOT WEST
 DQ2195'ALONG THE CONCRETE BREAKWATER PIER FOR APPROXIMATELY 450 FT (137.2 M)
 DQ2195'TO THE LEFT CURVE IN THE BREAKWATER PIER.  CONTINUE SOUTH ALONG THE
 DQ2195'CONCRETE BREAKWATER PIER FOR APPROXIMATELY 150 FT (45.7 M) TO THE
 DQ2195'STATION SET IN THE CENTER OF THE CONCRETE WALKWAY.
 DQ2195'
 DQ2195'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2195'DEGREES ABOVE THE HORIZON.
 DQ2195'
 DQ2195'NOTE2-HIGHLY ADVISABLE TO HAVE A CART TO SHUTTLE EQUIPMENT TO THE
 DQ2195'STATION FOR OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5013 ***********************************************************************
 DQ5013  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5013  DESIGNATION -  9A178
 DQ5013  PID         -  DQ5013
 DQ5013  STATE/COUNTY-  WI/DOOR
 DQ5013  COUNTRY     -  US
 DQ5013  USGS QUAD   -  EPHRAIM (2018)
 DQ5013
 DQ5013                         *CURRENT SURVEY CONTROL
 DQ5013  ______________________________________________________________________
 DQ5013* NAD 83(2011) POSITION- 45 07 47.25495(N) 087 14 41.03255(W)   ADJUSTED
 DQ5013* NAD 83(2011) ELLIP HT-   140.717 (meters)        (04/14/17)   ADJUSTED
 DQ5013* NAD 83(2011) EPOCH   -  2010.00
 DQ5013* NAVD 88 ORTHO HEIGHT -   177.87  (meters)      583.6   (feet) GPS OBS
 DQ5013  ______________________________________________________________________
 DQ5013  GEOID HEIGHT    -        -37.147 (meters)                     GEOID18
 DQ5013  NAD 83(2011) X  -    216,674.426 (meters)                     COMP
 DQ5013  NAD 83(2011) Y  - -4,502,268.314 (meters)                     COMP
 DQ5013  NAD 83(2011) Z  -  4,497,636.092 (meters)                     COMP
 DQ5013  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 DQ5013
 DQ5013  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5013  Standards:
 DQ5013         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5013            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5013  -------------------------------------------------------------------
 DQ5013  NETWORK    0.86   1.27           0.39   0.30   0.65      0.03441219
 DQ5013  -------------------------------------------------------------------
 DQ5013  Click here for local accuracies and other accuracy information.
 DQ5013
 DQ5013.The horizontal coordinates were established by GPS observations
 DQ5013.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ5013
 DQ5013.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5013.been affixed to the stable North American tectonic plate. See 
 DQ5013.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5013
 DQ5013.The horizontal coordinates are valid at the epoch date displayed above
 DQ5013.which is a decimal equivalence of Year/Month/Day.
 DQ5013
 DQ5013.The orthometric height was determined by GPS observations and a
 DQ5013.high-resolution geoid model using precise GPS observation and
 DQ5013.processing techniques.
 DQ5013
 DQ5013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5013.GEOID18 height accuracy estimate available here.
 DQ5013
 DQ5013.Click photographs - Photos may exist for this station.
 DQ5013
 DQ5013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5013
 DQ5013.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5013
 DQ5013.The ellipsoidal height was determined by GPS observations
 DQ5013.and is referenced to NAD 83.
 DQ5013
 DQ5013. The following values were computed from the NAD 83(2011) position.
 DQ5013
 DQ5013;                    North         East     Units Scale Factor Converg.
 DQ5013;SPC WI C     -   147,739.333   816,700.867   MT  0.99995048   +1 56 38.6
 DQ5013;SPC WI C     -   484,708.13  2,679,459.43   sFT  0.99995048   +1 56 38.6
 DQ5013;UTM  16      - 4,997,398.055   480,755.031   MT  0.99960455   -0 10 24.4
 DQ5013
 DQ5013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5013!SPC WI C     -   0.99997794  x   0.99995048  =   0.99992842
 DQ5013!UTM  16      -   0.99997794  x   0.99960455  =   0.99958250
 DQ5013
 DQ5013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8075597398(NAD 83)
 DQ5013
 DQ5013                          SUPERSEDED SURVEY CONTROL
 DQ5013
 DQ5013.No superseded survey control is available for this station.
 DQ5013
 DQ5013_MARKER: DD = SURVEY DISK
 DQ5013_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ5013_SP_SET: PIER
 DQ5013_STAMPING: 9A178 2015
 DQ5013_MARK LOGO: WIDT
 DQ5013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5013+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2018
 DQ5013
 DQ5013  HISTORY     - Date     Condition        Report By
 DQ5013  HISTORY     - 20150429 MONUMENTED       WIDT
 DQ5013  HISTORY     - 20180520 GOOD             GLENSC
 DQ5013
 DQ5013                          STATION DESCRIPTION
 DQ5013
 DQ5013'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ5013'THE STATION IS IN THE VILLAGE OF FISH CREEK, APPROXIMATELY 7.3 MI
 DQ5013'(11.7 KM) SOUTHWEST OF SISTER BAY, 7.3 MI (11.7 KM) NORTHWEST OF
 DQ5013'BAILEYS HARBOR AND 6.3 MI (10.1 KM) NORTH-NORTHEAST OF EGG HARBOR.
 DQ5013'
 DQ5013'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ5013'HIGHWAY F IN THE VILLAGE OF FISH CREEK, GO WEST ON COUNTY HIGHWAY F
 DQ5013'FOR 0.85 MI (1.4 KM) TO SPRUCE STREET.  TURN RIGHT AND GO NORTH ON
 DQ5013'SPRUCE STREET FOR 0.1 MI (0.2 KM) TO MAPLE STREET. TURN RIGHT AND GO
 DQ5013'EAST ON MAPLE STREET FOR 0.1 MI (0.2 KM) TO A PARKING LOT ON THE LEFT.
 DQ5013'TURN LEFT AND GO NORTH APPROXIMATELY 160 FT (48.8 M) THROUGH THE
 DQ5013'DIAGONAL PARKING LOT TO A GATE ACROSS THE ENTRANCE FOR THE FISH CREEK
 DQ5013'TOWN DOCK.  THE STATION IS LOCATED APPROXIMATELY 275 FT (83.8 M) NORTH
 DQ5013'OF THE GATE.
 DQ5013'
 DQ5013'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5013'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ5013'THE FISH CREEK TOWN DOCK PIER, 48.7 FT (14.8 M) NORTH OF A BIKE RACK,
 DQ5013'30 FT (9.1 M) WEST OF A RAILING FOR THE DOCK FOR SLIPS 28 AND 29, 18.4
 DQ5013'FT (5.6 M) SOUTH OF A SHORE POWER PEDESTAL AND 17.4 FT (5.3 M)
 DQ5013'EAST-SOUTHEAST OF A -REGISTER VESSEL WITH DOCK MASTER- SIGN.
 DQ5013'
 DQ5013'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5013'DEGREES ABOVE THE HORIZON.
 DQ5013'
 DQ5013'NOTE2-THE DOCKMASTER IS BRIAN HOLAN (920)495-1237 AND THE FISH CREEK
 DQ5013'TOWN DOCK OFFICE PHONE NUMBER IS (920)868-3476.  CALL AHEAD TO REQUEST
 DQ5013'THE GATE BE UNLOCKED FOR VEHICLE ACCESS ONTO THE CONCRETE PIER.
 DQ5013
 DQ5013                          STATION RECOVERY (2018)
 DQ5013
 DQ5013'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DQ5013'THE LAST TWO DIGITS OF ---2015--- HAVE BEEN SCRAPED OFF OF THE DISK.
 DQ5013'THE STATION IS 16.7 M (54.8 FT) SOUTHWEST OF THE NORTHEAST CORNER OF
 DQ5013'THE CONCRETE PIER NEAR SLIP 30.  DENNIS SCHERMERHORN IS CURRENTLY THE
 DQ5013'DOCK MASTER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5014 ***********************************************************************
 DQ5014  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5014  DESIGNATION -  9A179
 DQ5014  PID         -  DQ5014
 DQ5014  STATE/COUNTY-  WI/DOOR
 DQ5014  COUNTRY     -  US
 DQ5014  USGS QUAD   -  IDLEWILD (2018)
 DQ5014
 DQ5014                         *CURRENT SURVEY CONTROL
 DQ5014  ______________________________________________________________________
 DQ5014* NAD 83(2011) POSITION- 44 54 16.99896(N) 087 24 22.04551(W)   ADJUSTED
 DQ5014* NAD 83(2011) ELLIP HT-   142.680 (meters)        (04/14/17)   ADJUSTED
 DQ5014* NAD 83(2011) EPOCH   -  2010.00
 DQ5014* NAVD 88 ORTHO HEIGHT -   179.54  (meters)      589.0   (feet) GPS OBS
 DQ5014  ______________________________________________________________________
 DQ5014  GEOID HEIGHT    -        -36.854 (meters)                     GEOID18
 DQ5014  NAD 83(2011) X  -    204,792.207 (meters)                     COMP
 DQ5014  NAD 83(2011) Y  - -4,520,536.354 (meters)                     COMP
 DQ5014  NAD 83(2011) Z  -  4,479,955.828 (meters)                     COMP
 DQ5014  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 DQ5014
 DQ5014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5014  Standards:
 DQ5014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5014  -------------------------------------------------------------------
 DQ5014  NETWORK    0.45   0.67           0.20   0.16   0.34     -0.12118126
 DQ5014  -------------------------------------------------------------------
 DQ5014  Click here for local accuracies and other accuracy information.
 DQ5014
 DQ5014.The horizontal coordinates were established by GPS observations
 DQ5014.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ5014
 DQ5014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5014.been affixed to the stable North American tectonic plate. See 
 DQ5014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5014
 DQ5014.The horizontal coordinates are valid at the epoch date displayed above
 DQ5014.which is a decimal equivalence of Year/Month/Day.
 DQ5014
 DQ5014.The orthometric height was determined by GPS observations and a
 DQ5014.high-resolution geoid model using precise GPS observation and
 DQ5014.processing techniques.
 DQ5014
 DQ5014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5014.GEOID18 height accuracy estimate available here.
 DQ5014
 DQ5014.Click photographs - Photos may exist for this station.
 DQ5014
 DQ5014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5014
 DQ5014.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5014
 DQ5014.The ellipsoidal height was determined by GPS observations
 DQ5014.and is referenced to NAD 83.
 DQ5014
 DQ5014. The following values were computed from the NAD 83(2011) position.
 DQ5014
 DQ5014;                    North         East     Units Scale Factor Converg.
 DQ5014;SPC WI C     -   122,322.774   804,810.649   MT  0.99994083   +1 49 48.6
 DQ5014;SPC WI C     -   401,320.63  2,640,449.60   sFT  0.99994083   +1 49 48.6
 DQ5014;UTM  16      - 4,972,446.519   467,938.230   MT  0.99961264   -0 17 12.1
 DQ5014
 DQ5014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5014!SPC WI C     -   0.99997763  x   0.99994083  =   0.99991846
 DQ5014!UTM  16      -   0.99997763  x   0.99961264  =   0.99959028
 DQ5014
 DQ5014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6793872446(NAD 83)
 DQ5014
 DQ5014                          SUPERSEDED SURVEY CONTROL
 DQ5014
 DQ5014.No superseded survey control is available for this station.
 DQ5014
 DQ5014_MARKER: DD = SURVEY DISK
 DQ5014_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ5014_SP_SET: CONCRETE BREAKWATER PIER
 DQ5014_STAMPING: 9A179 2015
 DQ5014_MARK LOGO: WIDT
 DQ5014_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5014+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2022
 DQ5014
 DQ5014  HISTORY     - Date     Condition        Report By
 DQ5014  HISTORY     - 20150504 MONUMENTED       WIDT
 DQ5014  HISTORY     - 20220814 GOOD             NGS
 DQ5014
 DQ5014                          STATION DESCRIPTION
 DQ5014
 DQ5014'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ5014'THE STATION IS LOCATED AT GEORGE K PINNEY COUNTY PARK, APPROXIMATELY
 DQ5014'11.8 MI (19.0 KM) SOUTHWEST OF JACKSONPORT, 11.1 MI (17.9 KM)
 DQ5014'SOUTH-SOUTHWEST OF EGG HARBOR, AND 4.9 MI (7.9 KM) NORTH-NORTHWEST OF
 DQ5014'STURGEON BAY.
 DQ5014'
 DQ5014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ5014'HIGHWAY I (CARLSVILLE ROAD) ABOUT 8 MI (12.9 KM) NORTH OF THE CITY OF
 DQ5014'STURGEON BAY, GO WEST ON CARLSVILLE ROAD FOR 2.2 MI (3.5 KM) TO COUNTY
 DQ5014'HIGHWAY B.  TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY B FOR 3.35 MI
 DQ5014'(5.4 KM) TO THE ENTRANCE FOR GEORGE K PINNEY COUNTY PARK HARBOR OF
 DQ5014'REFUGE AND COUNTY PARK ON THE RIGHT.  FOLLOW THE PAVEMENT MARKING TO
 DQ5014'THE BOAT LAUNCH AREA AND A HISTORICAL MARKER ON THE LEFT, ADJACENT TO
 DQ5014'A CONCRETE WALKWAY.  FOLLOW THE WALKWAY TO THE NORTH AND THEN WEST
 DQ5014'APPROXIMATELY 500 FT (152.4 M) TO THE STATION, WHICH IS LOCATED IN THE
 DQ5014'CENTER OF THE LAST SPAN OF CONCRETE BEFORE THE WALKWAY NARROWS AND
 DQ5014'CONTINUES OUT ONTO THE BREAKWATER.
 DQ5014'
 DQ5014'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5014'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ5014'A LARGE CONCRETE RETAINING WALL AND WALKWAY.  THE STATION IS 40.1 FT
 DQ5014'(12.2 M)  SOUTHWEST OF A LADDER RAILING, 8 FT (2.4 M) NORTHEAST OF TWO
 DQ5014'LARGE IGNEOUS PUMICE ROCKS THAT ARE POSITIONED WHERE THE WALKWAY
 DQ5014'REDUCES IN WIDTH, AND 5 FT (1.5 M) NORTHWEST OF AN 18 INCH (40 CM)
 DQ5014'SHEET PILING CAP.
 DQ5014'
 DQ5014'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5014'DEGREES ABOVE THE HORIZON.
 DQ5014'
 DQ5014'NOTE2-CONTACT DOOR COUNTY PARKS DIRECTOR ERIC ALESON(920)493-2323 FOR
 DQ5014'PERMISSION PRIOR TO PERFORMING SURVEY WORK OF THIS STATION.
 DQ5014
 DQ5014                          STATION RECOVERY (2022)
 DQ5014
 DQ5014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KJ)
 DQ5014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2546 ***********************************************************************
 DQ2546  DESIGNATION -  9A180
 DQ2546  PID         -  DQ2546
 DQ2546  STATE/COUNTY-  WI/OCONTO
 DQ2546  COUNTRY     -  US
 DQ2546  USGS QUAD   -  OCONTO EAST (2018)
 DQ2546
 DQ2546                         *CURRENT SURVEY CONTROL
 DQ2546  ______________________________________________________________________
 DQ2546* NAD 83(2011) POSITION- 44 53 42.57351(N) 087 49 47.75194(W)   ADJUSTED
 DQ2546* NAD 83(2011) ELLIP HT-   141.303 (meters)        (04/14/17)   ADJUSTED
 DQ2546* NAD 83(2011) EPOCH   -  2010.00
 DQ2546* NAVD 88 ORTHO HEIGHT -   177.875 (meters)      583.58  (feet) ADJUSTED
 DQ2546  ______________________________________________________________________
 DQ2546  GEOID HEIGHT    -        -36.579 (meters)                     GEOID18
 DQ2546  NAD 83(2011) X  -    171,377.623 (meters)                     COMP
 DQ2546  NAD 83(2011) Y  - -4,522,676.116 (meters)                     COMP
 DQ2546  NAD 83(2011) Z  -  4,479,202.090 (meters)                     COMP
 DQ2546  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 DQ2546  DYNAMIC HEIGHT  -        177.859 (meters)      583.53  (feet) COMP
 DQ2546  MODELED GRAVITY -    980,521.9   (mgal)                       NAVD 88
 DQ2546
 DQ2546  VERT ORDER      -  SECOND    CLASS I
 DQ2546
 DQ2546  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2546  Standards:
 DQ2546         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2546            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2546  -------------------------------------------------------------------
 DQ2546  NETWORK    0.36   0.61           0.16   0.13   0.31     -0.07060715
 DQ2546  -------------------------------------------------------------------
 DQ2546  Click here for local accuracies and other accuracy information.
 DQ2546
 DQ2546.The horizontal coordinates were established by GPS observations
 DQ2546.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2546
 DQ2546.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2546.been affixed to the stable North American tectonic plate. See 
 DQ2546.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2546
 DQ2546.The horizontal coordinates are valid at the epoch date displayed above
 DQ2546.which is a decimal equivalence of Year/Month/Day.
 DQ2546
 DQ2546.The orthometric height was determined by differential leveling and
 DQ2546.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2546.in February 2017.
 DQ2546
 DQ2546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2546.GEOID18 height accuracy estimate available here.
 DQ2546
 DQ2546.Click photographs - Photos may exist for this station.
 DQ2546
 DQ2546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2546
 DQ2546.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2546
 DQ2546.The ellipsoidal height was determined by GPS observations
 DQ2546.and is referenced to NAD 83.
 DQ2546
 DQ2546.The dynamic height is computed by dividing the NAVD 88
 DQ2546.geopotential number by the normal gravity value computed on the
 DQ2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2546.degrees latitude (g = 980.6199 gals.).
 DQ2546
 DQ2546.The modeled gravity was interpolated from observed gravity values.
 DQ2546
 DQ2546. The following values were computed from the NAD 83(2011) position.
 DQ2546
 DQ2546;                    North         East     Units Scale Factor Converg.
 DQ2546;SPC WI C     -   120,278.909   771,384.257   MT  0.99994076   +1 31 52.1
 DQ2546;SPC WI C     -   394,615.05  2,530,783.18   sFT  0.99994076   +1 31 52.1
 DQ2546;UTM  16      - 4,971,639.029   434,469.544   MT  0.99965280   -0 35 08.9
 DQ2546
 DQ2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2546!SPC WI C     -   0.99997785  x   0.99994076  =   0.99991861
 DQ2546!UTM  16      -   0.99997785  x   0.99965280  =   0.99963065
 DQ2546
 DQ2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3446971639(NAD 83)
 DQ2546
 DQ2546                          SUPERSEDED SURVEY CONTROL
 DQ2546
 DQ2546.No superseded survey control is available for this station.
 DQ2546
 DQ2546_MARKER: DD = SURVEY DISK
 DQ2546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2546_SP_SET: PIER WALKWAY
 DQ2546_STAMPING: 9A180 2015
 DQ2546_MARK LOGO: WIDT
 DQ2546_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2546+STABILITY: SURFACE MOTION
 DQ2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2546+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2015
 DQ2546
 DQ2546  HISTORY     - Date     Condition        Report By
 DQ2546  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2546  HISTORY     - 20150805 GOOD             WIDT
 DQ2546
 DQ2546                          STATION DESCRIPTION
 DQ2546
 DQ2546'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2546'THE STATION IS 12 MI (19.3 KM) SOUTHWEST OF PESHTIGO, 6 MI (9.7 KM)
 DQ2546'NORTHEAST OF PENSAUKEE, AND 2.3 MI (3.7 KM) EAST OF OCONTO, LOCATED AT
 DQ2546'THE CITY OF OCONTO BREAKWATER PARK HARBOR AND MARINA.
 DQ2546'
 DQ2546'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S (PARK
 DQ2546'AVENUE) WITH COUNTY HIGHWAY Y (MAIN STREET) IN THE CITY OF OCONTO, GO
 DQ2546'EAST ON COUNTY HIGHWAY Y (MAIN STREET) FOR 1.3 MI (2.1 KM) TO HARBOR
 DQ2546'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON HARBOR ROAD FOR 0.55 MI
 DQ2546'(0.9 KM) TO THE OCONTO BREAKWATER PARK HARBOR AND MARINA DOCK MASTER
 DQ2546'OFFICE ON THE RIGHT -1301 HARBOR DRIVE-.  FROM THE DOCK MASTER OFFICE,
 DQ2546'CONTINUE NORTHEAST FOR APPROXIMATELY 200 FT (61.0 M) TO THE BOAT
 DQ2546'LAUNCH AREA ON THE RIGHT.  THE STATION IS LOCATED IN THE CONCRETE PIER
 DQ2546'AND WALK WAY, IMMEDIATELY EAST OF THE BOAT LAUNCH AND SOUTH OF A
 DQ2546'SITTING AREA WITH MULTIPLE FIXED PARK BENCHES ALONG THE WALKWAY.
 DQ2546'
 DQ2546'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2546'GEODETIC CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF THE
 DQ2546'SOUTHEAST SEGMENT OF THE CONCRETE PIER AND WALKWAY.  THE STATION IS
 DQ2546'12.9 M (42.3 FT) SOUTH-SOUTHEAST OF THE BASE OF A POLE WITH A WIND
 DQ2546'SOCK ATTACHED TO THE TOP.  (THE POLE WITH THE WIND SOCK IS
 DQ2546'APPROXIMATELY 2 M (6.6 FT) SOUTH OF A LARGE SUN DIAL SET ON A 9 FT
 DQ2546'(2.7 M) SQUARE CONCRETE PAD), 5.4 M (17.7 FT) EAST-NORTHEAST OF THE
 DQ2546'NORTHEAST EDGE OF A LIGHT BLUE SHEET PILING CAP, AND 1.2 M (3.9 FT)
 DQ2546'WEST-NORTHWEST OF THE NORTHWEST EDGE OF A LIGHT BLUE SHEET PILING CAP.
 DQ2546'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2546'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2552 ***********************************************************************
 DQ2552  DESIGNATION -  9A181
 DQ2552  PID         -  DQ2552
 DQ2552  STATE/COUNTY-  WI/OCONTO
 DQ2552  COUNTRY     -  US
 DQ2552  USGS QUAD   -  OCONTO WEST (2018)
 DQ2552
 DQ2552                         *CURRENT SURVEY CONTROL
 DQ2552  ______________________________________________________________________
 DQ2552* NAD 83(1986) POSITION- 44 53 14.0    (N) 087 53 40.4    (W)   HD_HELD2
 DQ2552* NAVD 88 ORTHO HEIGHT -   185.537 (meters)      608.72  (feet) ADJUSTED
 DQ2552  ______________________________________________________________________
 DQ2552  GEOID HEIGHT    -        -36.523 (meters)                     GEOID18
 DQ2552  DYNAMIC HEIGHT  -        185.519 (meters)      608.66  (feet) COMP
 DQ2552  MODELED GRAVITY -    980,520.0   (mgal)                       NAVD 88
 DQ2552
 DQ2552  VERT ORDER      -  SECOND    CLASS I
 DQ2552
 DQ2552.The horizontal coordinates were established by autonomous hand held GPS
 DQ2552.observations and have an estimated accuracy of +/- 10 meters.
 DQ2552
 DQ2552.The orthometric height was determined by differential leveling and
 DQ2552.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2552.in February 2017.
 DQ2552
 DQ2552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2552.GEOID18 height accuracy estimate available here.
 DQ2552
 DQ2552.Click photographs - Photos may exist for this station.
 DQ2552
 DQ2552.The dynamic height is computed by dividing the NAVD 88
 DQ2552.geopotential number by the normal gravity value computed on the
 DQ2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2552.degrees latitude (g = 980.6199 gals.).
 DQ2552
 DQ2552.The modeled gravity was interpolated from observed gravity values.
 DQ2552
 DQ2552;                    North         East    Units  Estimated Accuracy
 DQ2552;SPC WI C     -   119,263.      766,304.      MT  (+/- 10 meters HH2 GPS)
 DQ2552
 DQ2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2935770811(NAD 83)
 DQ2552
 DQ2552                          SUPERSEDED SURVEY CONTROL
 DQ2552
 DQ2552.No superseded survey control is available for this station.
 DQ2552
 DQ2552_MARKER: DD = SURVEY DISK
 DQ2552_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ2552_SP_SET: PARAPET WALL
 DQ2552_STAMPING: 9A181 2015
 DQ2552_MARK LOGO: WIDT
 DQ2552_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2552+STABILITY: SURFACE MOTION
 DQ2552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2552+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2015
 DQ2552
 DQ2552  HISTORY     - Date     Condition        Report By
 DQ2552  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2552  HISTORY     - 20150804 GOOD             WIDT
 DQ2552
 DQ2552                          STATION DESCRIPTION
 DQ2552
 DQ2552'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2552'THE STATION IS IN THE CITY OF OCONTO, ABOUT 13 MI (20.9 KM) SOUTHWEST
 DQ2552'OF PESHTIGO AND 4 MI (6.4 KM) NORTH OF PENSAUKEE.
 DQ2552'
 DQ2552'THE STATION IS LOCATED AT THE NORTH END OF THE NORTHBOUND US HIGHWAY
 DQ2552'41 BRIDGE OVER THE OCONTO RIVER.  TO REACH THE STATION WHILE TRAVELING
 DQ2552'NORTHBOUND ON US HIGHWAY 41 FROM THE EXIT RAMP FOR THE CITY OF OCONTO
 DQ2552'AND US BUSINESS HIGHWAY 41 (EXIT 197), CONTINUE NORTH ON US HIGHWAY 41
 DQ2552'FOR APPROXIMATELY 1.3 MI (2.1 KM) TO THE NORTH END OF THE BRIDGE OVER
 DQ2552'MCDONALD STREET AND THE OCONTO RIVER AND STATION ON THE RIGHT.
 DQ2552'
 DQ2552'ALTERNATIVELY, TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41
 DQ2552'WITH STATE HIGHWAY 22 AND COUNTY HIGHWAY Y (EXIT 198) IN THE CITY OF
 DQ2552'OCONTO, GO EAST ON STATE HIGHWAY 22 AND COUNTY HIGHWAY Y (CHARLES
 DQ2552'STREET) FOR 0.1 MI (0.2 KM) TO WEST AVENUE ON THE RIGHT.  TURN RIGHT
 DQ2552'AND GO SOUTH ON WEST AVENUE FOR 0.1 MI (0.2 KM) TO MOTT STREET.  TURN
 DQ2552'RIGHT AND GO WEST ON MOTT STREET FOR 0.1 MI (0.2 KM) TO A LEFT CURVE
 DQ2552'IN THE ROAD, CURVE LEFT AND CONTINUE SOUTH ON MOTT STREET FOR
 DQ2552'APPROXIMATELY 200 FT (61.0 M) TO THE COPPER CULTURE TRAIL ON THE
 DQ2552'RIGHT.  PACK SOUTH ALONG THE PAVED RECREATION TRAIL FOR APPROXIMATELY
 DQ2552'800 FT (243.8 M) TO THE NORTH END OF A PEDESTRIAN BRIDGE OVER THE
 DQ2552'OCONTO RIVER AND THE STATION ON THE RIGHT.
 DQ2552'
 DQ2552'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2552'GEODETIC SURVEY CONTROL STATION DISK SET IN THE NORTH END OF THE
 DQ2552'PARAPET WALL FOR THE PEDESTRIAN BRIDGE B-42-113 OVER THE OCONTO RIVER.
 DQ2552'THE STATION IS 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF NORTHBOUND US
 DQ2552'HIGHWAY 41, 4.0 M (13.1 FT) WEST OF A BLACK METAL GUARD RAIL, 1.5 M
 DQ2552'(4.9 FT) SOUTH OF A WHITE PLASTIC WITNESS POST, 2.2 M (7.2 FT) EAST OF
 DQ2552'A METAL BEAM GUARD, AND 0.7 M (2.3 FT) SOUTH OF A WOODEN END POST FOR
 DQ2552'A WOVEN WIRE FENCE LINE.
 DQ2552'
 DQ2552'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2552'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4713 ***********************************************************************
 DQ4713  DESIGNATION -  9A182
 DQ4713  PID         -  DQ4713
 DQ4713  STATE/COUNTY-  WI/DODGE
 DQ4713  COUNTRY     -  US
 DQ4713  USGS QUAD   -  WATERTOWN (2018)
 DQ4713
 DQ4713                         *CURRENT SURVEY CONTROL
 DQ4713  ______________________________________________________________________
 DQ4713* NAD 83(2011) POSITION- 43 14 26.72575(N) 088 44 11.37569(W)   ADJUSTED
 DQ4713* NAD 83(2011) ELLIP HT-   228.735 (meters)        (09/21/17)   ADJUSTED
 DQ4713* NAD 83(2011) EPOCH   -  2010.00
 DQ4713* NAVD 88 ORTHO HEIGHT -   263.539 (meters)      864.63  (feet) ADJUSTED
 DQ4713  ______________________________________________________________________
 DQ4713  GEOID HEIGHT    -        -34.789 (meters)                     GEOID18
 DQ4713  NAD 83(2011) X  -    102,619.750 (meters)                     COMP
 DQ4713  NAD 83(2011) Y  - -4,652,705.978 (meters)                     COMP
 DQ4713  NAD 83(2011) Z  -  4,347,181.545 (meters)                     COMP
 DQ4713  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 DQ4713  DYNAMIC HEIGHT  -        263.474 (meters)      864.41  (feet) COMP
 DQ4713  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 DQ4713
 DQ4713  VERT ORDER      -  SECOND    CLASS I
 DQ4713
 DQ4713  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4713  Standards:
 DQ4713         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4713            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4713  -------------------------------------------------------------------
 DQ4713  NETWORK    0.41   0.67           0.19   0.14   0.34     -0.12478284
 DQ4713  -------------------------------------------------------------------
 DQ4713  Click here for local accuracies and other accuracy information.
 DQ4713
 DQ4713.The horizontal coordinates were established by GPS observations
 DQ4713.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DQ4713
 DQ4713.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4713.been affixed to the stable North American tectonic plate. See 
 DQ4713.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4713
 DQ4713.The horizontal coordinates are valid at the epoch date displayed above
 DQ4713.which is a decimal equivalence of Year/Month/Day.
 DQ4713
 DQ4713.The orthometric height was determined by differential leveling and
 DQ4713.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4713.in May 2017.
 DQ4713
 DQ4713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4713.GEOID18 height accuracy estimate available here.
 DQ4713
 DQ4713.Click photographs - Photos may exist for this station.
 DQ4713
 DQ4713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4713
 DQ4713.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4713
 DQ4713.The ellipsoidal height was determined by GPS observations
 DQ4713.and is referenced to NAD 83.
 DQ4713
 DQ4713.The dynamic height is computed by dividing the NAVD 88
 DQ4713.geopotential number by the normal gravity value computed on the
 DQ4713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4713.degrees latitude (g = 980.6199 gals.).
 DQ4713
 DQ4713.The modeled gravity was interpolated from observed gravity values.
 DQ4713
 DQ4713. The following values were computed from the NAD 83(2011) position.
 DQ4713
 DQ4713;                    North         East     Units Scale Factor Converg.
 DQ4713;SPC WI S     -   138,613.423   702,613.945   MT  0.99993645   +0 52 05.4
 DQ4713;SPC WI S     -   454,767.54  2,305,159.25   sFT  0.99993645   +0 52 05.4
 DQ4713;UTM  16      - 4,789,014.888   359,013.809   MT  0.99984452   -1 11 23.3
 DQ4713
 DQ4713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4713!SPC WI S     -   0.99996413  x   0.99993645  =   0.99990058
 DQ4713!UTM  16      -   0.99996413  x   0.99984452  =   0.99980866
 DQ4713
 DQ4713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5901389014(NAD 83)
 DQ4713
 DQ4713                          SUPERSEDED SURVEY CONTROL
 DQ4713
 DQ4713.No superseded survey control is available for this station.
 DQ4713
 DQ4713_MARKER: DD = SURVEY DISK
 DQ4713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4713_STAMPING: 9A182 2015
 DQ4713_MARK LOGO: WIDT
 DQ4713_PROJECTION: FLUSH
 DQ4713_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4713+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2016
 DQ4713
 DQ4713  HISTORY     - Date     Condition        Report By
 DQ4713  HISTORY     - 2015     MONUMENTED       WIDT
 DQ4713  HISTORY     - 20160915 GOOD             WIDT
 DQ4713
 DQ4713                          STATION DESCRIPTION
 DQ4713
 DQ4713'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4713'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 16 AND STATE
 DQ4713'HIGHWAY 26 WITH COUNTY HIGHWAY L AND COUNTY HIGHWAY Q, ABOUT 3 MI (4.8
 DQ4713'KM) NORTH OF THE CITY OF WATERTOWN.
 DQ4713'
 DQ4713'THE STATION IS 16 MI (25.7 KM) SOUTHEAST OF BEAVER DAM, 10 MI (16.1
 DQ4713'KM) SOUTHWEST OF HUSTISFORD AND 3 MI (4.8 KM) NORTH OF WATERTOWN.
 DQ4713'
 DQ4713'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4713'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 40 CM (16
 DQ4713'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DQ4713'THE STATION IS 54.6 M (179.1 FT) EAST OF THE CENTERLINE OF NORTHBOUND
 DQ4713'STATE HIGHWAY 16 AND STATE HIGHWAY 26, 43.3 M (142.1 FT) WEST OF THE
 DQ4713'CENTERLINE OF KOPLIN DRIVE, 33.5 M (109.9 FT) NORTH OF THE CENTERLINE
 DQ4713'OF COUNTY HIGHWAY L, 24.4 M (80.1 FT) NORTH OF THE NORTHERN WOODEN
 DQ4713'SIGN POST FOR A LARGE HIGHWAY ROUTE SIGN -STH 16 STH 26 CTH Q- AND
 DQ4713'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 PLASTIC
 DQ4713'GUARD POSTS.
 DQ4713'
 DQ4713'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4713'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4714 ***********************************************************************
 DQ4714  DESIGNATION -  9A183
 DQ4714  PID         -  DQ4714
 DQ4714  STATE/COUNTY-  WI/DODGE
 DQ4714  COUNTRY     -  US
 DQ4714  USGS QUAD   -  CLYMAN (2018)
 DQ4714
 DQ4714                         *CURRENT SURVEY CONTROL
 DQ4714  ______________________________________________________________________
 DQ4714* NAD 83(2011) POSITION- 43 16 11.45170(N) 088 44 01.14870(W)   ADJUSTED
 DQ4714* NAD 83(2011) ELLIP HT-   235.573 (meters)        (09/21/17)   ADJUSTED
 DQ4714* NAD 83(2011) EPOCH   -  2010.00
 DQ4714* NAVD 88 ORTHO HEIGHT -   270.418 (meters)      887.20  (feet) ADJUSTED
 DQ4714  ______________________________________________________________________
 DQ4714  GEOID HEIGHT    -        -34.832 (meters)                     GEOID18
 DQ4714  NAD 83(2011) X  -    102,801.604 (meters)                     COMP
 DQ4714  NAD 83(2011) Y  - -4,650,491.668 (meters)                     COMP
 DQ4714  NAD 83(2011) Z  -  4,349,540.128 (meters)                     COMP
 DQ4714  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 DQ4714  DYNAMIC HEIGHT  -        270.352 (meters)      886.98  (feet) COMP
 DQ4714  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 DQ4714
 DQ4714  VERT ORDER      -  SECOND    CLASS I
 DQ4714
 DQ4714  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4714  Standards:
 DQ4714         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4714            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4714  -------------------------------------------------------------------
 DQ4714  NETWORK    0.46   0.74           0.21   0.16   0.38     -0.09512006
 DQ4714  -------------------------------------------------------------------
 DQ4714  Click here for local accuracies and other accuracy information.
 DQ4714
 DQ4714.The horizontal coordinates were established by GPS observations
 DQ4714.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DQ4714
 DQ4714.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4714.been affixed to the stable North American tectonic plate. See 
 DQ4714.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4714
 DQ4714.The horizontal coordinates are valid at the epoch date displayed above
 DQ4714.which is a decimal equivalence of Year/Month/Day.
 DQ4714
 DQ4714.The orthometric height was determined by differential leveling and
 DQ4714.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4714.in May 2017.
 DQ4714
 DQ4714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4714.GEOID18 height accuracy estimate available here.
 DQ4714
 DQ4714.Click photographs - Photos may exist for this station.
 DQ4714
 DQ4714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4714
 DQ4714.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4714
 DQ4714.The ellipsoidal height was determined by GPS observations
 DQ4714.and is referenced to NAD 83.
 DQ4714
 DQ4714.The dynamic height is computed by dividing the NAVD 88
 DQ4714.geopotential number by the normal gravity value computed on the
 DQ4714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4714.degrees latitude (g = 980.6199 gals.).
 DQ4714
 DQ4714.The modeled gravity was interpolated from observed gravity values.
 DQ4714
 DQ4714. The following values were computed from the NAD 83(2011) position.
 DQ4714
 DQ4714;                    North         East     Units Scale Factor Converg.
 DQ4714;SPC WI S     -   141,848.235   702,795.566   MT  0.99993517   +0 52 12.4
 DQ4714;SPC WI S     -   465,380.42  2,305,755.12   sFT  0.99993517   +0 52 12.4
 DQ4714;UTM  16      - 4,792,240.794   359,311.467   MT  0.99984348   -1 11 18.6
 DQ4714
 DQ4714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4714!SPC WI S     -   0.99996306  x   0.99993517  =   0.99989823
 DQ4714!UTM  16      -   0.99996306  x   0.99984348  =   0.99980654
 DQ4714
 DQ4714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5931192240(NAD 83)
 DQ4714
 DQ4714                          SUPERSEDED SURVEY CONTROL
 DQ4714
 DQ4714.No superseded survey control is available for this station.
 DQ4714
 DQ4714_MARKER: DD = SURVEY DISK
 DQ4714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4714_STAMPING: 9A183 2015
 DQ4714_MARK LOGO: WIDT
 DQ4714_PROJECTION: FLUSH
 DQ4714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4714+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2016
 DQ4714
 DQ4714  HISTORY     - Date     Condition        Report By
 DQ4714  HISTORY     - 2015     MONUMENTED       WIDT
 DQ4714  HISTORY     - 20160915 GOOD             WIDT
 DQ4714
 DQ4714                          STATION DESCRIPTION
 DQ4714
 DQ4714'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4714'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 16 AND STATE
 DQ4714'HIGHWAY 26 WITH COUNTY HIGHWAY JM, ABOUT 5 MI (8.0 KM) NORTH OF THE
 DQ4714'CITY OF WATERTOWN.
 DQ4714'
 DQ4714'THE STATION IS 14 MI (22.5 KM) EAST-SOUTHEAST OF COLUMBUS, 10 MI (16.1
 DQ4714'KM) SOUTH OF JUNEAU AND 8.5 MI (13.7 KM) SOUTHWEST OF HUSTISFORD.
 DQ4714'
 DQ4714'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4714'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 40 CM (16
 DQ4714'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DQ4714'THE STATION IS 26.5 M (86.9 FT) EAST OF THE CENTERLINE OF NORTHBOUND
 DQ4714'STATE HIGHWAY 16 AND STATE HIGHWAY 26, 15.8 M (51.8 FT) SOUTH OF THE
 DQ4714'CENTERLINE OF COUNTY HIGHWAY JM, 6.4 M (21.0 FT) WEST OF THE CENTER OF
 DQ4714'AN ASPHALT BIKE PATH, 4.3 M (14.1 FT) SOUTHWEST OF A WOODEN POST FOR A
 DQ4714'-NO MOTOR VEHICLES- SIGN AND LOCATED IN THE CENTER OF A TRIANGLE
 DQ4714'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ4714'
 DQ4714'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4714'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4715 ***********************************************************************
 DQ4715  DESIGNATION -  9A184
 DQ4715  PID         -  DQ4715
 DQ4715  STATE/COUNTY-  WI/DODGE
 DQ4715  COUNTRY     -  US
 DQ4715  USGS QUAD   -  CLYMAN (2018)
 DQ4715
 DQ4715                         *CURRENT SURVEY CONTROL
 DQ4715  ______________________________________________________________________
 DQ4715* NAD 83(2011) POSITION- 43 17 31.68565(N) 088 44 07.60084(W)   ADJUSTED
 DQ4715* NAD 83(2011) ELLIP HT-   239.401 (meters)        (09/21/17)   ADJUSTED
 DQ4715* NAD 83(2011) EPOCH   -  2010.00
 DQ4715* NAVD 88 ORTHO HEIGHT -   274.278 (meters)      899.86  (feet) ADJUSTED
 DQ4715  ______________________________________________________________________
 DQ4715  GEOID HEIGHT    -        -34.870 (meters)                     GEOID18
 DQ4715  NAD 83(2011) X  -    102,618.730 (meters)                     COMP
 DQ4715  NAD 83(2011) Y  - -4,648,800.482 (meters)                     COMP
 DQ4715  NAD 83(2011) Z  -  4,351,345.399 (meters)                     COMP
 DQ4715  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 DQ4715  DYNAMIC HEIGHT  -        274.212 (meters)      899.64  (feet) COMP
 DQ4715  MODELED GRAVITY -    980,371.6   (mgal)                       NAVD 88
 DQ4715
 DQ4715  VERT ORDER      -  SECOND    CLASS I
 DQ4715
 DQ4715  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4715  Standards:
 DQ4715         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4715            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4715  -------------------------------------------------------------------
 DQ4715  NETWORK    0.46   0.78           0.21   0.16   0.40     -0.10011059
 DQ4715  -------------------------------------------------------------------
 DQ4715  Click here for local accuracies and other accuracy information.
 DQ4715
 DQ4715.The horizontal coordinates were established by GPS observations
 DQ4715.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DQ4715
 DQ4715.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4715.been affixed to the stable North American tectonic plate. See 
 DQ4715.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4715
 DQ4715.The horizontal coordinates are valid at the epoch date displayed above
 DQ4715.which is a decimal equivalence of Year/Month/Day.
 DQ4715
 DQ4715.The orthometric height was determined by differential leveling and
 DQ4715.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4715.in May 2017.
 DQ4715
 DQ4715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4715.GEOID18 height accuracy estimate available here.
 DQ4715
 DQ4715.Click photographs - Photos may exist for this station.
 DQ4715
 DQ4715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4715
 DQ4715.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4715
 DQ4715.The ellipsoidal height was determined by GPS observations
 DQ4715.and is referenced to NAD 83.
 DQ4715
 DQ4715.The dynamic height is computed by dividing the NAVD 88
 DQ4715.geopotential number by the normal gravity value computed on the
 DQ4715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4715.degrees latitude (g = 980.6199 gals.).
 DQ4715
 DQ4715.The modeled gravity was interpolated from observed gravity values.
 DQ4715
 DQ4715. The following values were computed from the NAD 83(2011) position.
 DQ4715
 DQ4715;                    North         East     Units Scale Factor Converg.
 DQ4715;SPC WI S     -   144,321.650   702,612.545   MT  0.99993435   +0 52 08.0
 DQ4715;SPC WI S     -   473,495.28  2,305,154.66   sFT  0.99993435   +0 52 08.0
 DQ4715;UTM  16      - 4,794,718.961   359,217.433   MT  0.99984381   -1 11 24.8
 DQ4715
 DQ4715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4715!SPC WI S     -   0.99996246  x   0.99993435  =   0.99989681
 DQ4715!UTM  16      -   0.99996246  x   0.99984381  =   0.99980627
 DQ4715
 DQ4715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5921794718(NAD 83)
 DQ4715
 DQ4715                          SUPERSEDED SURVEY CONTROL
 DQ4715
 DQ4715.No superseded survey control is available for this station.
 DQ4715
 DQ4715_MARKER: DD = SURVEY DISK
 DQ4715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4715_STAMPING: 9A184 2015
 DQ4715_MARK LOGO: WIDT
 DQ4715_PROJECTION: FLUSH
 DQ4715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4715+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2016
 DQ4715
 DQ4715  HISTORY     - Date     Condition        Report By
 DQ4715  HISTORY     - 2015     MONUMENTED       WIDT
 DQ4715  HISTORY     - 20160916 GOOD             WIDT
 DQ4715
 DQ4715                          STATION DESCRIPTION
 DQ4715
 DQ4715'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4715'THE STATION IS 14 MI (22.5 KM) EAST-SOUTHEAST OF COLUMBUS, 8 MI (12.9
 DQ4715'KM) SOUTH OF JUNEAU AND 7.5 MI (12.1 KM) WEST-SOUTHWEST OF HUSTISFORD.
 DQ4715'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND STATE
 DQ4715'HIGHWAY 26 WITH COUNTY HIGHWAY JM, ABOUT 5 MI (8.0 KM) NORTH OF THE
 DQ4715'CITY OF WATERTOWN, GO NORTH ON STATE HIGHWAY 16 AND STATE HIGHWAY 26
 DQ4715'FOR 1.5 MI (2.4 KM) TO HILL ROAD ON THE RIGHT AND THE STATION ON THE
 DQ4715'RIGHT.
 DQ4715'
 DQ4715'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4715'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 40 CM (16
 DQ4715'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DQ4715'THE STATION IS 15.2 M (49.9 FT) EAST OF THE CENTERLINE OF NORTHBOUND
 DQ4715'STATE HIGHWAY 16 AND STATE HIGHWAY 26, 14.3 M (46.9 FT) SOUTH OF THE
 DQ4715'CENTERLINE OF HILL ROAD, 7.0 M (23.0 FT) WEST OF THE CENTER OF AN
 DQ4715'ASPHALT BIKE PATH, 4.3 M (14.1 FT) WEST-NORTHWEST OF A WOODEN POST FOR
 DQ4715'A -NO MOTOR VEHICLES- SIGN AND LOCATED IN THE CENTER OF A TRIANGLE
 DQ4715'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ4715'
 DQ4715'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4715'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4716 ***********************************************************************
 DQ4716  DESIGNATION -  9A185
 DQ4716  PID         -  DQ4716
 DQ4716  STATE/COUNTY-  WI/DODGE
 DQ4716  COUNTRY     -  US
 DQ4716  USGS QUAD   -  CLYMAN (2018)
 DQ4716
 DQ4716                         *CURRENT SURVEY CONTROL
 DQ4716  ______________________________________________________________________
 DQ4716* NAD 83(2011) POSITION- 43 18 52.31525(N) 088 44 02.37668(W)   ADJUSTED
 DQ4716* NAD 83(2011) ELLIP HT-   244.425 (meters)        (09/21/17)   ADJUSTED
 DQ4716* NAD 83(2011) EPOCH   -  2010.00
 DQ4716* NAVD 88 ORTHO HEIGHT -   279.339 (meters)      916.46  (feet) ADJUSTED
 DQ4716  ______________________________________________________________________
 DQ4716  GEOID HEIGHT    -        -34.911 (meters)                     GEOID18
 DQ4716  NAD 83(2011) X  -    102,698.845 (meters)                     COMP
 DQ4716  NAD 83(2011) Y  - -4,647,095.269 (meters)                     COMP
 DQ4716  NAD 83(2011) Z  -  4,353,159.723 (meters)                     COMP
 DQ4716  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 DQ4716  DYNAMIC HEIGHT  -        279.272 (meters)      916.24  (feet) COMP
 DQ4716  MODELED GRAVITY -    980,372.6   (mgal)                       NAVD 88
 DQ4716
 DQ4716  VERT ORDER      -  SECOND    CLASS I
 DQ4716
 DQ4716  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4716  Standards:
 DQ4716         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4716            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4716  -------------------------------------------------------------------
 DQ4716  NETWORK    0.48   0.82           0.22   0.16   0.42     -0.09129461
 DQ4716  -------------------------------------------------------------------
 DQ4716  Click here for local accuracies and other accuracy information.
 DQ4716
 DQ4716.The horizontal coordinates were established by GPS observations
 DQ4716.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DQ4716
 DQ4716.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4716.been affixed to the stable North American tectonic plate. See 
 DQ4716.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4716
 DQ4716.The horizontal coordinates are valid at the epoch date displayed above
 DQ4716.which is a decimal equivalence of Year/Month/Day.
 DQ4716
 DQ4716.The orthometric height was determined by differential leveling and
 DQ4716.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4716.in May 2017.
 DQ4716
 DQ4716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4716.GEOID18 height accuracy estimate available here.
 DQ4716
 DQ4716.Click photographs - Photos may exist for this station.
 DQ4716
 DQ4716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4716
 DQ4716.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4716
 DQ4716.The ellipsoidal height was determined by GPS observations
 DQ4716.and is referenced to NAD 83.
 DQ4716
 DQ4716.The dynamic height is computed by dividing the NAVD 88
 DQ4716.geopotential number by the normal gravity value computed on the
 DQ4716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4716.degrees latitude (g = 980.6199 gals.).
 DQ4716
 DQ4716.The modeled gravity was interpolated from observed gravity values.
 DQ4716
 DQ4716. The following values were computed from the NAD 83(2011) position.
 DQ4716
 DQ4716;                    North         East     Units Scale Factor Converg.
 DQ4716;SPC WI S     -   146,811.275   702,692.517   MT  0.99993369   +0 52 11.6
 DQ4716;SPC WI S     -   481,663.32  2,305,417.03   sFT  0.99993369   +0 52 11.6
 DQ4716;UTM  16      - 4,797,203.879   359,386.802   MT  0.99984322   -1 11 23.0
 DQ4716
 DQ4716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4716!SPC WI S     -   0.99996167  x   0.99993369  =   0.99989536
 DQ4716!UTM  16      -   0.99996167  x   0.99984322  =   0.99980490
 DQ4716
 DQ4716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5938697203(NAD 83)
 DQ4716
 DQ4716                          SUPERSEDED SURVEY CONTROL
 DQ4716
 DQ4716.No superseded survey control is available for this station.
 DQ4716
 DQ4716_MARKER: DD = SURVEY DISK
 DQ4716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4716_STAMPING: 9A185 2015
 DQ4716_MARK LOGO: WIDT
 DQ4716_PROJECTION: FLUSH
 DQ4716_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4716+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2016
 DQ4716
 DQ4716  HISTORY     - Date     Condition        Report By
 DQ4716  HISTORY     - 2015     MONUMENTED       WIDT
 DQ4716  HISTORY     - 20160916 GOOD             WIDT
 DQ4716
 DQ4716                          STATION DESCRIPTION
 DQ4716
 DQ4716'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4716'THE STATION IS 14 MI (22.5 KM) EAST OF COLUMBUS, 8 MI (12.9 KM) NORTH
 DQ4716'OF WATERTOWN AND 6.5 MI (10.5 KM) SOUTH OF JUNEAU.
 DQ4716'
 DQ4716'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 16 AND STATE
 DQ4716'HIGHWAY 26 WITH COUNTY HIGHWAY CJ, ABOUT 7 MI (11.3 KM) WEST-SOUTHWEST
 DQ4716'OF THE VILLAGE OF HUSTISFORD.
 DQ4716'
 DQ4716'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4716'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 40 CM (16
 DQ4716'INCHES) DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) HIGHER THAN HIGHWAY
 DQ4716'GRADE.  THE STATION IS 25.0 M (82.0 FT) EAST OF THE CENTERLINE OF
 DQ4716'NORTHBOUND STATE HIGHWAY 16 AND STATE HIGHWAY 26, 56.1 M (184.1 FT)
 DQ4716'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY CJ, 18.0 M (59.1 FT)
 DQ4716'NORTHEAST OF THE EAST WOODEN SIGN POST FOR A LARGE HIGHWAY ROUTE -STH
 DQ4716'16 STH 26- SIGN AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ4716'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DQ4716'
 DQ4716'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4716'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR9682 ***********************************************************************
 DR9682  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9682  DESIGNATION -  9A186
 DR9682  PID         -  DR9682
 DR9682  STATE/COUNTY-  WI/WAUKESHA
 DR9682  COUNTRY     -  US
 DR9682  USGS QUAD   -  WAUKESHA (2018)
 DR9682
 DR9682                         *CURRENT SURVEY CONTROL
 DR9682  ______________________________________________________________________
 DR9682* NAD 83(2011) POSITION- 43 01 58.12677(N) 088 10 31.00310(W)   ADJUSTED
 DR9682* NAD 83(2011) ELLIP HT-   240.602 (meters)        (12/19/23)   ADJUSTED
 DR9682* NAD 83(2011) EPOCH   -  2010.00
 DR9682* NAVD 88 ORTHO HEIGHT -   275.42  (meters)      903.6   (feet) GPS OBS
 DR9682  ______________________________________________________________________
 DR9682  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 DR9682  NAD 83(2011) X  -    148,690.809 (meters)                     COMP
 DR9682  NAD 83(2011) Y  - -4,667,274.425 (meters)                     COMP
 DR9682  NAD 83(2011) Z  -  4,330,331.238 (meters)                     COMP
 DR9682  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 DR9682
 DR9682  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9682  Standards:
 DR9682         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9682            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9682  -------------------------------------------------------------------
 DR9682  NETWORK    0.33   0.74           0.15   0.12   0.38      0.03158871
 DR9682  -------------------------------------------------------------------
 DR9682  Click here for local accuracies and other accuracy information.
 DR9682
 DR9682.The horizontal coordinates were established by GPS observations
 DR9682.and adjusted by the WI DEPT OF TRANSP in December 2023.
 DR9682
 DR9682.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9682.been affixed to the stable North American tectonic plate. See 
 DR9682.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9682
 DR9682.The horizontal coordinates are valid at the epoch date displayed above
 DR9682.which is a decimal equivalence of Year/Month/Day.
 DR9682
 DR9682.The orthometric height was determined by GPS observations and a
 DR9682.high-resolution geoid model using precise GPS observation and
 DR9682.processing techniques.
 DR9682
 DR9682.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9682.GEOID18 height accuracy estimate available here.
 DR9682
 DR9682.Click photographs - Photos may exist for this station.
 DR9682
 DR9682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9682
 DR9682.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9682
 DR9682.The ellipsoidal height was determined by GPS observations
 DR9682.and is referenced to NAD 83.
 DR9682
 DR9682. The following values were computed from the NAD 83(2011) position.
 DR9682
 DR9682;                    North         East     Units Scale Factor Converg.
 DR9682;SPC WI S     -   116,362.585   748,691.505   MT  0.99995310   +1 15 13.6
 DR9682;SPC WI S     -   381,766.25  2,456,332.05   sFT  0.99995310   +1 15 13.6
 DR9682;UTM  16      - 4,765,128.801   404,255.494   MT  0.99971277   -0 48 07.5
 DR9682
 DR9682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9682!SPC WI S     -   0.99996227  x   0.99995310  =   0.99991537
 DR9682!UTM  16      -   0.99996227  x   0.99971277  =   0.99967505
 DR9682
 DR9682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0425565128(NAD 83)
 DR9682
 DR9682                          SUPERSEDED SURVEY CONTROL
 DR9682
 DR9682.No superseded survey control is available for this station.
 DR9682
 DR9682_MARKER: DD = SURVEY DISK
 DR9682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9682_STAMPING: 9A186 2015
 DR9682_MARK LOGO: WIDT
 DR9682_PROJECTION: FLUSH
 DR9682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR9682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9682+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2023
 DR9682
 DR9682  HISTORY     - Date     Condition        Report By
 DR9682  HISTORY     - 2015     MONUMENTED       WIDT
 DR9682  HISTORY     - 20231106 GOOD             DJHENK
 DR9682
 DR9682                          STATION DESCRIPTION
 DR9682
 DR9682'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DR9682'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST OF WAUWATOSA, 7.4 MI
 DR9682'(11.9 KM) SOUTH-SOUTHEAST OF SUSSEX AND 3.2 MI (5.1 KM) EAST-NORTHEAST
 DR9682'OF WAUKESHA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9682'
 DR9682'TO REACH FROM THE INTERSECTION OF INTERSTATE 94 WITH US HIGHWAY 18
 DR9682'NORTHEAST OF WAUKESHA, GO SOUTHWEST ON US HIGHWAY 18 FOR 0.7 MI (1.1
 DR9682'KM) TO THE STATION ON THE LEFT.
 DR9682'
 DR9682'THE STATION IS IN FRONT OF THE WISCONSIN STATE PATROL HEADQUARTERS.
 DR9682'
 DR9682'THE STATION IS WEST 10.0 M (32.8 FT) OF --WISCONSIN STATE PATROL
 DR9682'SOUTHEAST REGION WAUKESHA POST-- SIGN, 6.1 M (20.0 FT) NORTHWEST OF
 DR9682'THE EDGE OF PAVEMENT FOR STATE PATROL PARKING LOT, 5.2 M (17.1 FT)
 DR9682'SOUTHEAST OF THE EDGE OF PAVEMENT OF THE NORTHBOUND LANES OF US
 DR9682'HIGHWAY 18 AND 0.3 M (1.0 FT) NORTHWEST OF A WHITE PLASTIC WITNESS
 DR9682'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4607 ***********************************************************************
 DQ4607  DESIGNATION -  9A187
 DQ4607  PID         -  DQ4607
 DQ4607  STATE/COUNTY-  WI/DODGE
 DQ4607  COUNTRY     -  US
 DQ4607  USGS QUAD   -  BEAVER DAM (2018)
 DQ4607
 DQ4607                         *CURRENT SURVEY CONTROL
 DQ4607  ______________________________________________________________________
 DQ4607* NAD 83(1986) POSITION- 43 26 37.0    (N) 088 50 44.7    (W)   HD_HELD2
 DQ4607* NAVD 88 ORTHO HEIGHT -   260.571 (meters)      854.89  (feet) ADJUSTED
 DQ4607  ______________________________________________________________________
 DQ4607  GEOID HEIGHT    -        -35.222 (meters)                     GEOID18
 DQ4607  DYNAMIC HEIGHT  -        260.509 (meters)      854.69  (feet) COMP
 DQ4607  MODELED GRAVITY -    980,375.1   (mgal)                       NAVD 88
 DQ4607
 DQ4607  VERT ORDER      -  SECOND    CLASS I
 DQ4607
 DQ4607.The horizontal coordinates were established by autonomous hand held GPS
 DQ4607.observations and have an estimated accuracy of +/- 10 meters.
 DQ4607
 DQ4607.The orthometric height was determined by differential leveling and
 DQ4607.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4607.in March 2017.
 DQ4607
 DQ4607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4607.GEOID18 height accuracy estimate available here.
 DQ4607
 DQ4607.Click photographs - Photos may exist for this station.
 DQ4607
 DQ4607.The dynamic height is computed by dividing the NAVD 88
 DQ4607.geopotential number by the normal gravity value computed on the
 DQ4607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4607.degrees latitude (g = 980.6199 gals.).
 DQ4607
 DQ4607.The modeled gravity was interpolated from observed gravity values.
 DQ4607
 DQ4607;                    North         East    Units  Estimated Accuracy
 DQ4607;SPC WI S     -   161,018.      693,429.      MT  (+/- 10 meters HH2 GPS)
 DQ4607
 DQ4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5064111733(NAD 83)
 DQ4607
 DQ4607                          SUPERSEDED SURVEY CONTROL
 DQ4607
 DQ4607.No superseded survey control is available for this station.
 DQ4607
 DQ4607_MARKER: DD = SURVEY DISK
 DQ4607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4607_STAMPING: 9A187 2016
 DQ4607_MARK LOGO: WIDT
 DQ4607_PROJECTION: FLUSH
 DQ4607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4607+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2016
 DQ4607
 DQ4607  HISTORY     - Date     Condition        Report By
 DQ4607  HISTORY     - 2016     MONUMENTED       WIDT
 DQ4607  HISTORY     - 20160921 GOOD             WIDT
 DQ4607
 DQ4607                          STATION DESCRIPTION
 DQ4607
 DQ4607'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4607'THE STATION IS LOCATED IN THE CITY OF BEAVER DAM, APPROXIMATELY 10.5
 DQ4607'MI (16.9 KM) WEST OF HORICON, 10 MI (16.1 KM) SOUTHEAST OF RANDOLPH
 DQ4607'AND 8.5 MI (13.7 KM) SOUTH OF FOX LAKE.
 DQ4607'
 DQ4607'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH COUNTY
 DQ4607'HIGHWAY G (EXIT 130) IN THE CITY OF BEAVER DAM, GO NORTH ON COUNTY
 DQ4607'HIGHWAY G (SPRING STREET) FOR 0.6 MI (1.0 KM) TO COOPER STREET ON THE
 DQ4607'LEFT AND JUDSON STREET ON THE RIGHT, TURN LEFT AND GO WEST ON COOPER
 DQ4607'STREET FOR 0.2 MI (0.3 KM) TO MYRTLE ROAD ON THE LEFT, TURN LEFT AND
 DQ4607'GO SOUTH ON MYRTLE ROAD FOR 0.1 MI (0.2 KM) TO A GATED ENTRANCE TO THE
 DQ4607'CITY OF BEAVER DAM WASTEWATER TREATMENT PLANT FACILITY -108 MYRTLE
 DQ4607'ROAD- ON THE RIGHT.  TURN RIGHT GO WEST FOR APPROXIMATELY 400 FT
 DQ4607'(121.9 M) TO A PARKING AREA AND THE FACILITY OFFICE ON THE LEFT.  THE
 DQ4607'STATION IS LOCATED ON THE RIGHT IN A LAWN AREA APPROXIMATELY 185 FT
 DQ4607'(56.4 M) NORTH OF THE CITY OF BEAVER DAM WASTEWATER TREATMENT PLANT
 DQ4607'OFFICE BUILDING.
 DQ4607'
 DQ4607'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4607'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ4607'THE SOUTH SIDE OF THE 36 INCH (91 CM) DIAMETER, 12 FT (3.7 M) CONCRETE
 DQ4607'FOUNDATION FOR A CONTINUOUSLY OPERATING REFERENCE STATION, LOCATED
 DQ4607'APPROXIMATELY 4 FT (1.2 M) ABOVE GROUND.  THE CONTINUOUSLY OPERATING
 DQ4607'REFERENCE STATION IS LOCATED 210 FT (64.0 M) EAST OF THE NORTH-SOUTH
 DQ4607'FENCE LINE OF A CYCLONE FENCE SURROUNDING THE PROPERTY, 175 FT (53.3
 DQ4607'M) SOUTH OF THE EAST-WEST FENCE LINE OF A CYCLONE FENCE SURROUNDING
 DQ4607'THE PROPERTY, AND 135 FT (41.1 M) NORTH OF THE EDGE OF AN ASPHALT
 DQ4607'PARKING AREA AND SERVICE DRIVEWAY FOR THE FACILITY.
 DQ4607'
 DQ4607'NOTE-THIS STATION IS THE BASE MARK FOR A CONTINUOUSLY OPERATING
 DQ4607'REFERENCE STATION.
 DQ4607'
 DQ4607'NOTE2-THE CONCRETE BASE FOUNDATION FOR THE CONTINUOUSLY OPERATING
 DQ4607'REFERENCE STATION WAS CONSTRUCTED IN 2007.  THE BASE MARK SURVEY DISK
 DQ4607'WAS SET IN 2016.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4352 ***********************************************************************
 DS4352  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4352  DESIGNATION -  9A188
 DS4352  PID         -  DS4352
 DS4352  STATE/COUNTY-  WI/BURNETT
 DS4352  COUNTRY     -  US
 DS4352  USGS QUAD   -  GRANTSBURG (2019)
 DS4352
 DS4352                         *CURRENT SURVEY CONTROL
 DS4352  ______________________________________________________________________
 DS4352* NAD 83(2011) POSITION- 45 46 23.93415(N) 092 44 37.82085(W)   ADJUSTED
 DS4352* NAD 83(2011) ELLIP HT-   253.694 (meters)        (12/17/25)   ADJUSTED
 DS4352* NAD 83(2011) EPOCH   -  2010.00
 DS4352* NAVD 88 ORTHO HEIGHT -   280.73  (meters)      921.0   (feet) GPS OBS
 DS4352  ______________________________________________________________________
 DS4352  GEOID HEIGHT    -        -27.047 (meters)                     GEOID18
 DS4352  NAD 83(2011) X  -   -213,340.037 (meters)                     COMP
 DS4352  NAD 83(2011) Y  - -4,451,477.450 (meters)                     COMP
 DS4352  NAD 83(2011) Z  -  4,547,891.032 (meters)                     COMP
 DS4352  LAPLACE CORR    -          6.55  (seconds)                    DEFLEC18
 DS4352
 DS4352  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4352  Standards:
 DS4352         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4352            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4352  -------------------------------------------------------------------
 DS4352  NETWORK    0.41   2.00           0.19   0.14   1.02     -0.01286714
 DS4352  -------------------------------------------------------------------
 DS4352  Click here for local accuracies and other accuracy information.
 DS4352
 DS4352.The horizontal coordinates were established by GPS observations
 DS4352.and adjusted by the WI DEPT OF TRANSP in December 2025.
 DS4352
 DS4352.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4352.frame has been affixed to the stable North American tectonic plate 
 DS4352
 DS4352.The horizontal coordinates are valid at the epoch date displayed above
 DS4352.which is a decimal equivalence of Year/Month/Day.
 DS4352
 DS4352.The orthometric height was determined by GPS observations and a
 DS4352.high-resolution geoid model using precise GPS observation and
 DS4352.processing techniques.
 DS4352
 DS4352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4352.GEOID18 height accuracy estimate available here.
 DS4352
 DS4352.Click photographs - Photos may exist for this station.
 DS4352
 DS4352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4352
 DS4352.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4352
 DS4352.The ellipsoidal height was determined by GPS observations
 DS4352.and is referenced to NAD 83.
 DS4352
 DS4352. The following values were computed from the NAD 83(2011) position.
 DS4352
 DS4352;                    North         East     Units Scale Factor Converg.
 DS4352;SPC WI N     -    71,110.849   386,635.951   MT  0.99996891   -1 58 45.6
 DS4352;SPC WI N     -   233,302.84  1,268,488.12   sFT  0.99996891   -1 58 45.6
 DS4352;UTM  15      - 5,068,893.643   519,915.972   MT  0.99960488   +0 11 00.8
 DS4352
 DS4352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4352!SPC WI N     -   0.99996023  x   0.99996891  =   0.99992914
 DS4352!UTM  15      -   0.99996023  x   0.99960488  =   0.99956513
 DS4352
 DS4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1991568893(NAD 83)
 DS4352
 DS4352                          SUPERSEDED SURVEY CONTROL
 DS4352
 DS4352.No superseded survey control is available for this station.
 DS4352
 DS4352_MARKER: DD = SURVEY DISK
 DS4352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4352_STAMPING: 9A188 2015
 DS4352_MARK LOGO: WIDT
 DS4352_PROJECTION: FLUSH
 DS4352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4352+STABILITY: SURFACE MOTION
 DS4352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4352+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2025
 DS4352
 DS4352  HISTORY     - Date     Condition        Report By
 DS4352  HISTORY     - 2015     MONUMENTED       WIDT
 DS4352  HISTORY     - 20250120 GOOD             DJHENK
 DS4352
 DS4352                          STATION DESCRIPTION
 DS4352
 DS4352'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2025 (TSS)
 DS4352'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF TRADE
 DS4352'RIVER, 6.9 MI (11.1 KM) NORTHEAST OF RANDALL AND 3.0 MI (4.8 KM) WEST
 DS4352'OF GRANTSBURG.
 DS4352'
 DS4352'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH STATE
 DS4352'HIGHWAY 70 IN GRANTSBURG, WI, GO WEST ON STATE HIGHWAY 70 FOR 3.0 MI
 DS4352'(4.8 KM) TO SODERBECK ROAD AND THE STATION ON THE RIGHT.
 DS4352'
 DS4352'THE STATION IS 26.3 M (86.3 FT) NORTH OF THE CENTERLINE OF STATE
 DS4352'HIGHWAY 70, 13.5 M (44.3 FT) EAST OF THE CENTER OF SODERBECK ROAD,
 DS4352'43.1 M (141.4 FT) SOUTH OF A POWER POLE, 9.1 M (29.9 FT) NORTH OF A
 DS4352'METAL POST FOR A --SODERBECK RD-- SIGN AND 1.0 M (3.3 FT) EAST,
 DS4352'NORTHWEST AND SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4353 ***********************************************************************
 DS4353  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4353  DESIGNATION -  9A189
 DS4353  PID         -  DS4353
 DS4353  STATE/COUNTY-  WI/BURNETT
 DS4353  COUNTRY     -  US
 DS4353  USGS QUAD   -  GRANTSBURG (2019)
 DS4353
 DS4353                         *CURRENT SURVEY CONTROL
 DS4353  ______________________________________________________________________
 DS4353* NAD 83(2011) POSITION- 45 46 22.77484(N) 092 43 06.91906(W)   ADJUSTED
 DS4353* NAD 83(2011) ELLIP HT-   249.104 (meters)        (12/17/25)   ADJUSTED
 DS4353* NAD 83(2011) EPOCH   -  2010.00
 DS4353* NAVD 88 ORTHO HEIGHT -   276.08  (meters)      905.8   (feet) GPS OBS
 DS4353  ______________________________________________________________________
 DS4353  GEOID HEIGHT    -        -26.991 (meters)                     GEOID18
 DS4353  NAD 83(2011) X  -   -211,379.295 (meters)                     COMP
 DS4353  NAD 83(2011) Y  - -4,451,593.460 (meters)                     COMP
 DS4353  NAD 83(2011) Z  -  4,547,862.777 (meters)                     COMP
 DS4353  LAPLACE CORR    -          5.64  (seconds)                    DEFLEC18
 DS4353
 DS4353  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4353  Standards:
 DS4353         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4353            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4353  -------------------------------------------------------------------
 DS4353  NETWORK    0.41   2.06           0.19   0.14   1.05     -0.00260576
 DS4353  -------------------------------------------------------------------
 DS4353  Click here for local accuracies and other accuracy information.
 DS4353
 DS4353.The horizontal coordinates were established by GPS observations
 DS4353.and adjusted by the WI DEPT OF TRANSP in December 2025.
 DS4353
 DS4353.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4353.frame has been affixed to the stable North American tectonic plate 
 DS4353
 DS4353.The horizontal coordinates are valid at the epoch date displayed above
 DS4353.which is a decimal equivalence of Year/Month/Day.
 DS4353
 DS4353.The orthometric height was determined by GPS observations and a
 DS4353.high-resolution geoid model using precise GPS observation and
 DS4353.processing techniques.
 DS4353
 DS4353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4353.GEOID18 height accuracy estimate available here.
 DS4353
 DS4353.Click photographs - Photos may exist for this station.
 DS4353
 DS4353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4353
 DS4353.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4353
 DS4353.The ellipsoidal height was determined by GPS observations
 DS4353.and is referenced to NAD 83.
 DS4353
 DS4353. The following values were computed from the NAD 83(2011) position.
 DS4353
 DS4353;                    North         East     Units Scale Factor Converg.
 DS4353;SPC WI N     -    71,007.559   388,597.463   MT  0.99996895   -1 57 40.0
 DS4353;SPC WI N     -   232,963.97  1,274,923.51   sFT  0.99996895   -1 57 40.0
 DS4353;UTM  15      - 5,068,864.464   521,879.270   MT  0.99960589   +0 12 06.0
 DS4353
 DS4353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4353!SPC WI N     -   0.99996095  x   0.99996895  =   0.99992990
 DS4353!UTM  15      -   0.99996095  x   0.99960589  =   0.99956685
 DS4353
 DS4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2187968864(NAD 83)
 DS4353
 DS4353                          SUPERSEDED SURVEY CONTROL
 DS4353
 DS4353.No superseded survey control is available for this station.
 DS4353
 DS4353_MARKER: DD = SURVEY DISK
 DS4353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4353_STAMPING: 9A189 2015
 DS4353_MARK LOGO: WIDT
 DS4353_PROJECTION: FLUSH
 DS4353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4353+STABILITY: SURFACE MOTION
 DS4353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4353+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2025
 DS4353
 DS4353  HISTORY     - Date     Condition        Report By
 DS4353  HISTORY     - 2015     MONUMENTED       WIDT
 DS4353  HISTORY     - 20250120 GOOD             DJHENK
 DS4353
 DS4353                          STATION DESCRIPTION
 DS4353
 DS4353'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2025 (TSS)
 DS4353'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHWEST OF TRADE LAKE,
 DS4353'7.8 MI (12.6 KM) NORTHEAST OF RANDALL AND 1.7 MI (2.7 KM) WEST OF
 DS4353'GRANTSBURG.
 DS4353'
 DS4353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH STATE
 DS4353'HIGHWAY 70 IN GRANTSBURG, WI, GO WEST ON STATE HIGHWAY 70 FOR 1.7 MI
 DS4353'(2.7 KM) TO JOHNSON ROAD AND THE STATION ON THE LEFT.
 DS4353'
 DS4353'THE MARK IS LOCATED 55 M (180.4 FT) WEST OF THE CENTER OF JOHNSON
 DS4353'ROAD, 60.9 M (199.8 FT) WEST OF A METAL POLE FOR A --JOHNSON RD--
 DS4353'SIGN, 48.1 M (157.8 FT) NORTH-NORTHEAST OF POWER POLE WITH THREE GUY
 DS4353'WIRES, 4 M (13.1 FT) NORTH OF A GRASS PARKING LOT AND 0.3 M (1.0 FT)
 DS4353'NORTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4355 ***********************************************************************
 DS4355  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4355  DESIGNATION -  9A191
 DS4355  PID         -  DS4355
 DS4355  STATE/COUNTY-  WI/POLK
 DS4355  COUNTRY     -  US
 DS4355  USGS QUAD   -  RANGE (2018)
 DS4355
 DS4355                         *CURRENT SURVEY CONTROL
 DS4355  ______________________________________________________________________
 DS4355* NAD 83(2011) POSITION- 45 22 40.98955(N) 092 21 27.18972(W)   ADJUSTED
 DS4355* NAD 83(2011) ELLIP HT-   316.605 (meters)        (12/17/25)   ADJUSTED
 DS4355* NAD 83(2011) EPOCH   -  2010.00
 DS4355* NAVD 88 ORTHO HEIGHT -   345.63  (meters)     1134.0   (feet) GPS OBS
 DS4355  ______________________________________________________________________
 DS4355  GEOID HEIGHT    -        -29.038 (meters)                     GEOID18
 DS4355  NAD 83(2011) X  -   -184,616.147 (meters)                     COMP
 DS4355  NAD 83(2011) Y  - -4,484,207.596 (meters)                     COMP
 DS4355  NAD 83(2011) Z  -  4,517,184.658 (meters)                     COMP
 DS4355  LAPLACE CORR    -        -17.53  (seconds)                    DEFLEC18
 DS4355
 DS4355  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4355  Standards:
 DS4355         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4355            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4355  -------------------------------------------------------------------
 DS4355  NETWORK    0.37   1.65           0.17   0.12   0.84     -0.02131470
 DS4355  -------------------------------------------------------------------
 DS4355  Click here for local accuracies and other accuracy information.
 DS4355
 DS4355.The horizontal coordinates were established by GPS observations
 DS4355.and adjusted by the WI DEPT OF TRANSP in December 2025.
 DS4355
 DS4355.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4355.frame has been affixed to the stable North American tectonic plate 
 DS4355
 DS4355.The horizontal coordinates are valid at the epoch date displayed above
 DS4355.which is a decimal equivalence of Year/Month/Day.
 DS4355
 DS4355.The orthometric height was determined by GPS observations and a
 DS4355.high-resolution geoid model using precise GPS observation and
 DS4355.processing techniques.
 DS4355
 DS4355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4355.GEOID18 height accuracy estimate available here.
 DS4355
 DS4355.Click photographs - Photos may exist for this station.
 DS4355
 DS4355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4355
 DS4355.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4355
 DS4355.The ellipsoidal height was determined by GPS observations
 DS4355.and is referenced to NAD 83.
 DS4355
 DS4355. The following values were computed from the NAD 83(2011) position.
 DS4355
 DS4355;                    North         East     Units Scale Factor Converg.
 DS4355;SPC WI C     -   174,332.689   415,370.705   MT  0.99997906   -1 39 48.4
 DS4355;SPC WI C     -   571,956.50  1,362,762.05   sFT  0.99997906   -1 39 48.4
 DS4355;UTM  15      - 5,025,149.378   550,300.576   MT  0.99963111   +0 27 26.2
 DS4355
 DS4355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4355!SPC WI C     -   0.99995037  x   0.99997906  =   0.99992943
 DS4355!UTM  15      -   0.99995037  x   0.99963111  =   0.99958149
 DS4355
 DS4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5030025149(NAD 83)
 DS4355
 DS4355                          SUPERSEDED SURVEY CONTROL
 DS4355
 DS4355.No superseded survey control is available for this station.
 DS4355
 DS4355_MARKER: DD = SURVEY DISK
 DS4355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4355_STAMPING: 9A191 2015
 DS4355_MARK LOGO: WIDT
 DS4355_PROJECTION: FLUSH
 DS4355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4355+STABILITY: SURFACE MOTION
 DS4355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4355+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2025
 DS4355
 DS4355  HISTORY     - Date     Condition        Report By
 DS4355  HISTORY     - 2015     MONUMENTED       WIDT
 DS4355  HISTORY     - 20250120 GOOD             DJHENK
 DS4355
 DS4355                          STATION DESCRIPTION
 DS4355
 DS4355'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2025 (TSS)
 DS4355'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF BALSAM LAKE,
 DS4355'4.9 MI (7.9 KM) NORTH OF AMERY AND 3.8 MI (6.1 KM) WEST-SOUTHWEST OF
 DS4355'RANGE.
 DS4355'
 DS4355'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DS4355'HIGHWAY 46 LOCATED 10.4 MI (16.7 KM) WEST OF TURTLE LAKE, WI, GO SOUTH
 DS4355'ON STATE HIGHWAY 46 FOR 1.2 MI (1.9 KM) TO THE STATION ON THE RIGHT.
 DS4355'
 DS4355'THE MARK IS LOCATED 12.0 M (39.4 FT) WEST OF THE CENTERLINE OF STATE
 DS4355'HIGHWAY 46, 70.0 M (229.7 FT) SOUTHWEST OF A POWER POLE, 28.8 M (94.5
 DS4355'FT) WEST-NORTHWEST OF A POWER POLE, 10 M (32.8 FT) NORTH OF THE CENTER
 DS4355'OF A FIELD ENTRANCE, 6.6 M (21.7 FT) NORTHEAST OF A TELEPHONE PEDESTAL
 DS4355'AND 1.0 M (3.3 FT) WEST, NORTHEAST AND SOUTHEAST OF THREE WHITE
 DS4355'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4354 ***********************************************************************
 DS4354  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4354  DESIGNATION -  9A192
 DS4354  PID         -  DS4354
 DS4354  STATE/COUNTY-  WI/POLK
 DS4354  COUNTRY     -  US
 DS4354  USGS QUAD   -  RANGE (2018)
 DS4354
 DS4354                         *CURRENT SURVEY CONTROL
 DS4354  ______________________________________________________________________
 DS4354* NAD 83(2011) POSITION- 45 23 42.83911(N) 092 21 20.89837(W)   ADJUSTED
 DS4354* NAD 83(2011) ELLIP HT-   312.230 (meters)        (12/17/25)   ADJUSTED
 DS4354* NAD 83(2011) EPOCH   -  2010.00
 DS4354* NAVD 88 ORTHO HEIGHT -   341.16  (meters)     1119.3   (feet) GPS OBS
 DS4354  ______________________________________________________________________
 DS4354  GEOID HEIGHT    -        -28.947 (meters)                     GEOID18
 DS4354  NAD 83(2011) X  -   -184,423.372 (meters)                     COMP
 DS4354  NAD 83(2011) Y  - -4,482,851.991 (meters)                     COMP
 DS4354  NAD 83(2011) Z  -  4,518,522.633 (meters)                     COMP
 DS4354  LAPLACE CORR    -        -17.35  (seconds)                    DEFLEC18
 DS4354
 DS4354  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4354  Standards:
 DS4354         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4354            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4354  -------------------------------------------------------------------
 DS4354  NETWORK    0.44   2.10           0.20   0.15   1.07     -0.01313657
 DS4354  -------------------------------------------------------------------
 DS4354  Click here for local accuracies and other accuracy information.
 DS4354
 DS4354.The horizontal coordinates were established by GPS observations
 DS4354.and adjusted by the WI DEPT OF TRANSP in December 2025.
 DS4354
 DS4354.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4354.frame has been affixed to the stable North American tectonic plate 
 DS4354
 DS4354.The horizontal coordinates are valid at the epoch date displayed above
 DS4354.which is a decimal equivalence of Year/Month/Day.
 DS4354
 DS4354.The orthometric height was determined by GPS observations and a
 DS4354.high-resolution geoid model using precise GPS observation and
 DS4354.processing techniques.
 DS4354
 DS4354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4354.GEOID18 height accuracy estimate available here.
 DS4354
 DS4354.Click photographs - Photos may exist for this station.
 DS4354
 DS4354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4354
 DS4354.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4354
 DS4354.The ellipsoidal height was determined by GPS observations
 DS4354.and is referenced to NAD 83.
 DS4354
 DS4354. The following values were computed from the NAD 83(2011) position.
 DS4354
 DS4354;                    North         East     Units Scale Factor Converg.
 DS4354;SPC WI C     -   176,237.298   415,562.913   MT  0.99998173   -1 39 43.9
 DS4354;SPC WI C     -   578,205.20  1,363,392.66   sFT  0.99998173   -1 39 43.9
 DS4354;UTM  15      - 5,027,059.128   550,422.128   MT  0.99963126   +0 27 31.2
 DS4354
 DS4354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4354!SPC WI C     -   0.99995105  x   0.99998173  =   0.99993278
 DS4354!UTM  15      -   0.99995105  x   0.99963126  =   0.99958233
 DS4354
 DS4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5042227059(NAD 83)
 DS4354
 DS4354                          SUPERSEDED SURVEY CONTROL
 DS4354
 DS4354.No superseded survey control is available for this station.
 DS4354
 DS4354_MARKER: DD = SURVEY DISK
 DS4354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4354_STAMPING: 9A192 2015
 DS4354_MARK LOGO: WIDT
 DS4354_PROJECTION: FLUSH
 DS4354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4354+STABILITY: SURFACE MOTION
 DS4354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4354+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2025
 DS4354
 DS4354  HISTORY     - Date     Condition        Report By
 DS4354  HISTORY     - 2015     MONUMENTED       WIDT
 DS4354  HISTORY     - 20250120 GOOD             DJHENK
 DS4354
 DS4354                          STATION DESCRIPTION
 DS4354
 DS4354'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2025 (TSS)
 DS4354'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF BALSAM LAKE,
 DS4354'6.1 MI (9.8 KM) NORTH OF AMERY AND 3.5 MI (5.6 KM) WEST OF RANGE.
 DS4354'
 DS4354'THE MARK IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF US
 DS4354'HIGHWAY 8 WITH STATE HIGHWAY 46, 10.4 MI (16.7 KM) WEST OF TURTLE
 DS4354'LAKE, WI.
 DS4354'
 DS4354'THE MARK IS LOCATED 16.4 M (53.8 FT) EAST OF THE EDGE OF PAVEMENT OF
 DS4354'THE EAST BOUND TURN LANE OF STATE HIGHWAY 46 ONTO US HIGHWAY 8 EAST,
 DS4354'46.5 M (152.6 FT) SOUTH-SOUTHWEST OF A POWER POLE, 29.6 M (97.1 FT)
 DS4354'EAST-NORTHEAST OF A DRAIN INLET, 24.4 M (80.1 FT) SOUTH-SOUTHEAST OF A
 DS4354'METAL LIGHT POLE, 23.8 M (78.1 FT) NORTHEAST OF A METAL LIGHT POLE AND
 DS4354'1.0 M (3.3 FT) EAST AND SOUTH-SOUTHWEST OF TWO WHITE PLASTIC WITNESS
 DS4354'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2560 ***********************************************************************
 DQ2560  DESIGNATION -  9A197
 DQ2560  PID         -  DQ2560
 DQ2560  STATE/COUNTY-  WI/BROWN
 DQ2560  COUNTRY     -  US
 DQ2560  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2560
 DQ2560                         *CURRENT SURVEY CONTROL
 DQ2560  ______________________________________________________________________
 DQ2560* NAD 83(1986) POSITION- 44 31 19.5    (N) 088 03 28.1    (W)   HD_HELD2
 DQ2560* NAVD 88 ORTHO HEIGHT -   194.570 (meters)      638.35  (feet) ADJUSTED
 DQ2560  ______________________________________________________________________
 DQ2560  GEOID HEIGHT    -        -36.247 (meters)                     GEOID18
 DQ2560  DYNAMIC HEIGHT  -        194.546 (meters)      638.27  (feet) COMP
 DQ2560  MODELED GRAVITY -    980,489.3   (mgal)                       NAVD 88
 DQ2560
 DQ2560  VERT ORDER      -  SECOND    CLASS I
 DQ2560
 DQ2560.The horizontal coordinates were established by autonomous hand held GPS
 DQ2560.observations and have an estimated accuracy of +/- 10 meters.
 DQ2560
 DQ2560.The orthometric height was determined by differential leveling and
 DQ2560.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2560.in February 2017.
 DQ2560
 DQ2560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2560.GEOID18 height accuracy estimate available here.
 DQ2560
 DQ2560.Click photographs - Photos may exist for this station.
 DQ2560
 DQ2560.The dynamic height is computed by dividing the NAVD 88
 DQ2560.geopotential number by the normal gravity value computed on the
 DQ2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2560.degrees latitude (g = 980.6199 gals.).
 DQ2560
 DQ2560.The modeled gravity was interpolated from observed gravity values.
 DQ2560
 DQ2560;                    North         East    Units  Estimated Accuracy
 DQ2560;SPC WI C     -    78,379.      754,383.      MT  (+/- 10 meters HH2 GPS)
 DQ2560
 DQ2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1593830406(NAD 83)
 DQ2560
 DQ2560                          SUPERSEDED SURVEY CONTROL
 DQ2560
 DQ2560.No superseded survey control is available for this station.
 DQ2560
 DQ2560_MARKER: DD = SURVEY DISK
 DQ2560_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2560_SP_SET: RETAINING WALL
 DQ2560_STAMPING: 9A197 2015
 DQ2560_MARK LOGO: WIDT
 DQ2560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2560+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 DQ2560
 DQ2560  HISTORY     - Date     Condition        Report By
 DQ2560  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2560  HISTORY     - 20151001 GOOD             WIDT
 DQ2560  HISTORY     - 20190915 GOOD             USPSQD
 DQ2560
 DQ2560                          STATION DESCRIPTION
 DQ2560
 DQ2560'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2560'THE STATION IS IN THE CITY OF GREEN BAY, ABOUT 13 MI (20.9 KM) EAST OF
 DQ2560'SEYMOUR AND 13 MI (20.9 KM) SOUTHEAST OF PULASKI.
 DQ2560'
 DQ2560'THE STATION IS LOCATED AT MASON MANOR -1424 ADMIRAL STREET-, AN
 DQ2560'ELDERLY RESIDENTIAL HOUSING COMPLEX OPERATED BY THE GREEN BAY HOUSING
 DQ2560'AUTHORITY.
 DQ2560'
 DQ2560'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DQ2560'HIGHWAY 54 (MASON STREET) ON THE WESTSIDE OF THE CITY OF GREEN BAY, GO
 DQ2560'EAST ON STATE HIGHWAY 54 (MASON STREET) FOR 0.9 MI (1.4 KM) TO
 DQ2560'MILITARY AVENUE, CONTINUE EAST ON STATE HIGHWAY 54 (MASON STREET) FOR
 DQ2560'0.2 MI (0.3 KM) TO FISK STREET.  TURN LEFT AND GO NORTH ON FISK STREET
 DQ2560'FOR 0.05 MI (0.1 KM) TO ADMIRAL COURT ON THE RIGHT, TURN RIGHT AND GO
 DQ2560'EAST ON ADMIRAL COURT FOR 0.1 MI (0.2 KM) TO THE WEST END OF A
 DQ2560'RETAINING WALL FOR A PARKING STRUCTURE AND RAMP FOR MASON MANOR, AN
 DQ2560'ELDERLY RESIDENTIAL HOUSING COMPLEX, AND THE STATION ON THE RIGHT.
 DQ2560'
 DQ2560'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2560'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ2560'WEST END OF A 12 INCH (30 CM) WIDE CONCRETE RETAINING WALL, WHICH
 DQ2560'DOUBLES AS THE SOUTH PARAPET WALL FOR A PARKING STRUCTURE AND RAMP
 DQ2560'THAT SERVICES THE FRONT ENTRANCE OF THE MASON MANOR ELDERLY
 DQ2560'RESIDENTIAL HOUSING COMPLEX.  THE STATION IS 1.8 M (5.9 FT) WEST OF A
 DQ2560'3 INCH (8 CM) DIAMETER GALVANIZED PIPE WITH A -NO PARKING FIRE LANE-
 DQ2560'SIGN AND A DECORATIVE STREET LAMP -10- ATTACHED AT THE TOP OF THE
 DQ2560'PIPE, 2.3 M (7.5 FT) NORTH OF THE SOUTH END OF THE 12 INCH (30 CM)
 DQ2560'WIDE CONCRETE RETAINING WALL, AND 45 CM (18 INCHES) EAST OF THE WEST
 DQ2560'VERTICAL PLANE OF THE 12 INCH (30 CM) WIDE CONCRETE RETAINING WALL.
 DQ2560'
 DQ2560'NOTE-THIS STATION IS CURRENTLY OBSTRUCTED BY A TREE LINE IN CLOSE
 DQ2560'PROXIMITY TO THE SOUTH THAT EXTENDS TO 50 DEGREES ABOVE THE HORIZON.
 DQ2560
 DQ2560                          STATION RECOVERY (2019)
 DQ2560
 DQ2560'RECOVERY NOTE BY US POWER SQUADRON 2019 (OJB)
 DQ2560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2561 ***********************************************************************
 DQ2561  DESIGNATION -  9A198
 DQ2561  PID         -  DQ2561
 DQ2561  STATE/COUNTY-  WI/BROWN
 DQ2561  COUNTRY     -  US
 DQ2561  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2561
 DQ2561                         *CURRENT SURVEY CONTROL
 DQ2561  ______________________________________________________________________
 DQ2561* NAD 83(1986) POSITION- 44 33 09.96   (N) 088 02 31.75   (W)   HD_HELD1
 DQ2561* NAVD 88 ORTHO HEIGHT -   186.193 (meters)      610.87  (feet) ADJUSTED
 DQ2561  ______________________________________________________________________
 DQ2561  GEOID HEIGHT    -        -36.261 (meters)                     GEOID18
 DQ2561  DYNAMIC HEIGHT  -        186.170 (meters)      610.79  (feet) COMP
 DQ2561  MODELED GRAVITY -    980,493.6   (mgal)                       NAVD 88
 DQ2561
 DQ2561  VERT ORDER      -  SECOND    CLASS I
 DQ2561
 DQ2561.The horizontal coordinates were determined by differentially corrected
 DQ2561.hand held GPS observations or other comparable positioning techniques
 DQ2561.and have an estimated accuracy of +/- 3 meters.
 DQ2561
 DQ2561.The orthometric height was determined by differential leveling and
 DQ2561.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2561.in February 2017.
 DQ2561
 DQ2561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2561.GEOID18 height accuracy estimate available here.
 DQ2561
 DQ2561.Click photographs - Photos may exist for this station.
 DQ2561
 DQ2561.The dynamic height is computed by dividing the NAVD 88
 DQ2561.geopotential number by the normal gravity value computed on the
 DQ2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2561.degrees latitude (g = 980.6199 gals.).
 DQ2561
 DQ2561.The modeled gravity was interpolated from observed gravity values.
 DQ2561
 DQ2561;                    North         East    Units  Estimated Accuracy
 DQ2561;SPC WI C     -    81,817.2     755,544.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2561
 DQ2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1722533798(NAD 83)
 DQ2561
 DQ2561                          SUPERSEDED SURVEY CONTROL
 DQ2561
 DQ2561.No superseded survey control is available for this station.
 DQ2561
 DQ2561_MARKER: DD = SURVEY DISK
 DQ2561_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2561_SP_SET: PARAPET WALL
 DQ2561_STAMPING: 9A198 2015
 DQ2561_MARK LOGO: WIDT
 DQ2561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2561+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 DQ2561
 DQ2561  HISTORY     - Date     Condition        Report By
 DQ2561  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2561  HISTORY     - 20151006 GOOD             WIDT
 DQ2561  HISTORY     - 20190915 GOOD             USPSQD
 DQ2561
 DQ2561                          STATION DESCRIPTION
 DQ2561
 DQ2561'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2561'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF THE CITY OF GREEN BAY,
 DQ2561'ABOUT 12 MI (19.3 KM) SOUTHEAST OF PULASKI, 6 MI (9.7 KM) SOUTH OF
 DQ2561'SUAMICO, AND 2 MI (3.2 KM) NORTHWEST OF THE LEO FRIGO MEMORIAL BRIDGE.
 DQ2561'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH US
 DQ2561'HIGHWAY 141 AND COUNTY HIGHWAY HS (EXIT 170) IN THE CITY OF GREEN BAY,
 DQ2561'GO SOUTHEAST ON US HIGHWAY 141 (VELP AVENUE) FOR 0.9 MI (1.4 KM) TO A
 DQ2561'ROUND-A-BOUT JUNCTION WITH MILITARY AVENUE.  EXIT THE ROUND-A-BOUT AND
 DQ2561'GO NORTH ON MILITARY AVENUE FOR 0.35 MI (0.6 KM) TO THE NORTH END OF A
 DQ2561'BRIDGE OVER INTERSTATE HIGHWAY 43 AND THE STATION ON THE RIGHT.
 DQ2561'
 DQ2561'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2561'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ2561'EAST PARAPET WALL OF THE NORTH ABUTMENT OF THE MILITARY AVENUE BRIDGE
 DQ2561'OVER INTERSTATE HIGHWAY 43.  THE STATION IS 8.4 M (27.6 FT) SOUTHEAST
 DQ2561'OF THE CENTERLINE OF MILITARY AVENUE, 2.7 M (8.9 FT) SOUTH OF THE
 DQ2561'CENTER OF A STORM SEWER INLET, AND 2.0 M (6.6 FT) SOUTHWEST OF A WHITE
 DQ2561'PLASTIC WITNESS POST.
 DQ2561'
 DQ2561'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2561'DEGREES ABOVE THE HORIZON.
 DQ2561
 DQ2561                          STATION RECOVERY (2019)
 DQ2561
 DQ2561'RECOVERY NOTE BY US POWER SQUADRON 2019 (OJB)
 DQ2561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2562 ***********************************************************************
 DQ2562  DESIGNATION -  9A199
 DQ2562  PID         -  DQ2562
 DQ2562  STATE/COUNTY-  WI/BROWN
 DQ2562  COUNTRY     -  US
 DQ2562  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2562
 DQ2562                         *CURRENT SURVEY CONTROL
 DQ2562  ______________________________________________________________________
 DQ2562* NAD 83(1986) POSITION- 44 32 21.04   (N) 088 01 29.12   (W)   HD_HELD1
 DQ2562* NAVD 88 ORTHO HEIGHT -   187.688 (meters)      615.77  (feet) ADJUSTED
 DQ2562  ______________________________________________________________________
 DQ2562  GEOID HEIGHT    -        -36.254 (meters)                     GEOID18
 DQ2562  DYNAMIC HEIGHT  -        187.665 (meters)      615.70  (feet) COMP
 DQ2562  MODELED GRAVITY -    980,492.0   (mgal)                       NAVD 88
 DQ2562
 DQ2562  VERT ORDER      -  SECOND    CLASS I
 DQ2562
 DQ2562.The horizontal coordinates were determined by differentially corrected
 DQ2562.hand held GPS observations or other comparable positioning techniques
 DQ2562.and have an estimated accuracy of +/- 3 meters.
 DQ2562
 DQ2562.The orthometric height was determined by differential leveling and
 DQ2562.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2562.in February 2017.
 DQ2562
 DQ2562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2562.GEOID18 height accuracy estimate available here.
 DQ2562
 DQ2562.Click photographs - Photos may exist for this station.
 DQ2562
 DQ2562.The dynamic height is computed by dividing the NAVD 88
 DQ2562.geopotential number by the normal gravity value computed on the
 DQ2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2562.degrees latitude (g = 980.6199 gals.).
 DQ2562
 DQ2562.The modeled gravity was interpolated from observed gravity values.
 DQ2562
 DQ2562;                    North         East    Units  Estimated Accuracy
 DQ2562;SPC WI C     -    80,341.1     756,963.0     MT  (+/- 3 meters HH1 GPS) 
 DQ2562
 DQ2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1858832271(NAD 83)
 DQ2562
 DQ2562                          SUPERSEDED SURVEY CONTROL
 DQ2562
 DQ2562.No superseded survey control is available for this station.
 DQ2562
 DQ2562_MARKER: DD = SURVEY DISK
 DQ2562_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2562_SP_SET: PARAPET WALL
 DQ2562_STAMPING: 9A199 2015
 DQ2562_MARK LOGO: WIDT
 DQ2562_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2562+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2015
 DQ2562
 DQ2562  HISTORY     - Date     Condition        Report By
 DQ2562  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2562  HISTORY     - 20151002 GOOD             WIDT
 DQ2562
 DQ2562                          STATION DESCRIPTION
 DQ2562
 DQ2562'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2562'THE STATION IS LOCATED ON THE NORTH SIDE OF THE CITY OF GREEN BAY,
 DQ2562'ABOUT 14 MI (22.5 KM) SOUTHEAST OF PULASKI, 6.5 M (21.3 FT) SOUTH OF
 DQ2562'SUAMICO AND 1 MI (1.6 KM) WEST OF THE LEO FRIGO MEMORIAL BRIDGE.
 DQ2562'
 DQ2562'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH US
 DQ2562'HIGHWAY 141 AND COUNTY HIGHWAY HS (EXIT 170) IN THE CITY OF GREEN BAY,
 DQ2562'GO SOUTHEAST ON US HIGHWAY 141 (VELP AVENUE) FOR 2.25 MI (3.62 KM) TO
 DQ2562'A ROUND-A-BOUT JUNCTION WITH ATKINSON DRIVE.  EXIT THE ROUND-A-BOUT
 DQ2562'AND GO NORTH ON ATKINSON DRIVE FOR 0.45 MI (0.72 KM) TO THE SOUTH END
 DQ2562'OF A BRIDGE OVER INTERSTATE HIGHWAY 43 AND THE STATION ON THE RIGHT.
 DQ2562'
 DQ2562'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2562'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ2562'EAST PARAPET WALL OF THE SOUTH ABUTMENT OF THE ATKINSON DRIVE BRIDGE
 DQ2562'OVER INTERSTATE HIGHWAY 43 (EXIT 189).  THE STATION IS 6.0 M (19.7 FT)
 DQ2562'EAST OF THE CENTER OF NORTHBOUND ATKINSON DRIVE, 2.1 M (6.9 FT)
 DQ2562'NORTHEAST OF THE CENTER OF A STORM WATER INLET AND 1.15 M (3.8 FT)
 DQ2562'NORTH OF THE SOUTH END OF THE PARAPET WALL.
 DQ2562'
 DQ2562'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2562'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2559 ***********************************************************************
 DQ2559  DESIGNATION -  9A200
 DQ2559  PID         -  DQ2559
 DQ2559  STATE/COUNTY-  WI/BROWN
 DQ2559  COUNTRY     -  US
 DQ2559  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2559
 DQ2559                         *CURRENT SURVEY CONTROL
 DQ2559  ______________________________________________________________________
 DQ2559* NAD 83(1986) POSITION- 44 32 43.67   (N) 088 05 42.68   (W)   HD_HELD1
 DQ2559* NAVD 88 ORTHO HEIGHT -   182.989 (meters)      600.36  (feet) ADJUSTED
 DQ2559  ______________________________________________________________________
 DQ2559  GEOID HEIGHT    -        -36.252 (meters)                     GEOID18
 DQ2559  DYNAMIC HEIGHT  -        182.966 (meters)      600.28  (feet) COMP
 DQ2559  MODELED GRAVITY -    980,491.6   (mgal)                       NAVD 88
 DQ2559
 DQ2559  VERT ORDER      -  SECOND    CLASS I
 DQ2559
 DQ2559.The horizontal coordinates were determined by differentially corrected
 DQ2559.hand held GPS observations or other comparable positioning techniques
 DQ2559.and have an estimated accuracy of +/- 3 meters.
 DQ2559
 DQ2559.The orthometric height was determined by differential leveling and
 DQ2559.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2559.in February 2017.
 DQ2559
 DQ2559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2559.GEOID18 height accuracy estimate available here.
 DQ2559
 DQ2559.Click photographs - Photos may exist for this station.
 DQ2559
 DQ2559.The dynamic height is computed by dividing the NAVD 88
 DQ2559.geopotential number by the normal gravity value computed on the
 DQ2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2559.degrees latitude (g = 980.6199 gals.).
 DQ2559
 DQ2559.The modeled gravity was interpolated from observed gravity values.
 DQ2559
 DQ2559;                    North         East    Units  Estimated Accuracy
 DQ2559;SPC WI C     -    80,905.7     751,350.7     MT  (+/- 3 meters HH1 GPS) 
 DQ2559
 DQ2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1300233042(NAD 83)
 DQ2559
 DQ2559                          SUPERSEDED SURVEY CONTROL
 DQ2559
 DQ2559.No superseded survey control is available for this station.
 DQ2559
 DQ2559_MARKER: DD = SURVEY DISK
 DQ2559_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2559_SP_SET: RETAINING WALL
 DQ2559_STAMPING: 9A200 2015
 DQ2559_MARK LOGO: WIDT
 DQ2559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2559+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2015
 DQ2559
 DQ2559  HISTORY     - Date     Condition        Report By
 DQ2559  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2559  HISTORY     - 20150731 GOOD             WIDT
 DQ2559
 DQ2559                          STATION DESCRIPTION
 DQ2559
 DQ2559'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2559'THE STATION IS LOCATED AT PAMPERIN PARK IN THE VILLAGE OF HOWARD,
 DQ2559'ABOUT 12 MI (19.3 KM) EAST-NORTHEAST OF SEYMOUR, 11 MI (17.7 KM)
 DQ2559'SOUTHEAST OF PULASKI, AND 4 MI (6.4 KM) NORTHWEST OF DOWNTOWN GREEN
 DQ2559'BAY.
 DQ2559'
 DQ2559'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND STATE
 DQ2559'HIGHWAY 32 (SHAWANO AVENUE) WITH COUNTY HIGHWAY EB (PACKERLAND DRIVE)
 DQ2559'0.6 MI (1.0 KM) NORTHWEST OF US HIGHWAY 41, GO SOUTH ON COUNTY HIGHWAY
 DQ2559'EB  (PACKERLAND DRIVE) TO THE ROUND-A-BOUT JUNCTION WITH COUNTY
 DQ2559'HIGHWAY RK TO THE NORTHWEST AND BADGERLAND DRIVE TO THE SOUTHEAST.
 DQ2559'EXIT THE ROUND-A-BOUT AND GO NORTHWEST ON COUNTY HIGHWAY RK FOR 0.2 MI
 DQ2559'(0.3 KM) TO THE ENTRANCE TO PAMPERIN PARK ON THE LEFT, CONTINUE WEST
 DQ2559'FOR APPROXIMATELY 275 FT (83.8 M) TO A BRIDGE OVER DUCK CREEK AND THE
 DQ2559'STATION ON THE LEFT.
 DQ2559'
 DQ2559'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2559'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ2559'THE SOUTH END OF THE EAST BRIDGE ABUTMENT RETAINING WALL -R-05-240-,
 DQ2559'AT THE BASE OF THE SOUTH PARAPET WALL OF THE BRIDGE, ABOUT LEVEL WITH
 DQ2559'THE SIDEWALK PAVEMENT.  THE STATION IS 1.6 M (5.2 FT) SOUTHWEST OF THE
 DQ2559'BACK OF CURB FOR THE SIDEWALK ALONG THE SOUTHSIDE OF COUNTY HIGHWAY
 DQ2559'RK, 12.8 M (42.0 FT) NORTHWEST OF A BLACK PAINTED STEEL LIGHT POLE
 DQ2559'-130 AA24-, AND 0.3 M (1.0 FT) SOUTHEAST OF A CONCRETE EXPANSION
 DQ2559'JOINT.
 DQ2559'
 DQ2559'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2559'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED BLACK PAINTED
 DQ2559'STEEL LIGHT POLE TO THE SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE
 DQ2559'HORIZON, AND A WOODEN POWER POLE TO THE SOUTHWEST EXTENDING TO 25
 DQ2559'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR9684 ***********************************************************************
 DR9684  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9684  DESIGNATION -  9A202
 DR9684  PID         -  DR9684
 DR9684  STATE/COUNTY-  WI/RACINE
 DR9684  COUNTRY     -  US
 DR9684  USGS QUAD   -  STURTEVANT (2018)
 DR9684
 DR9684                         *CURRENT SURVEY CONTROL
 DR9684  ______________________________________________________________________
 DR9684* NAD 83(2011) POSITION- 42 43 11.92481(N) 087 54 06.47682(W)   ADJUSTED
 DR9684* NAD 83(2011) ELLIP HT-   186.628 (meters)        (12/19/23)   ADJUSTED
 DR9684* NAD 83(2011) EPOCH   -  2010.00
 DR9684* NAVD 88 ORTHO HEIGHT -   221.39  (meters)      726.3   (feet) GPS OBS
 DR9684  ______________________________________________________________________
 DR9684  GEOID HEIGHT    -        -34.756 (meters)                     GEOID18
 DR9684  NAD 83(2011) X  -    171,830.815 (meters)                     COMP
 DR9684  NAD 83(2011) Y  - -4,690,103.405 (meters)                     COMP
 DR9684  NAD 83(2011) Z  -  4,304,826.017 (meters)                     COMP
 DR9684  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 DR9684
 DR9684  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9684  Standards:
 DR9684         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9684            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9684  -------------------------------------------------------------------
 DR9684  NETWORK    0.41   0.86           0.18   0.15   0.44      0.03048252
 DR9684  -------------------------------------------------------------------
 DR9684  Click here for local accuracies and other accuracy information.
 DR9684
 DR9684.The horizontal coordinates were established by GPS observations
 DR9684.and adjusted by the WI DEPT OF TRANSP in December 2023.
 DR9684
 DR9684.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9684.been affixed to the stable North American tectonic plate. See 
 DR9684.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9684
 DR9684.The horizontal coordinates are valid at the epoch date displayed above
 DR9684.which is a decimal equivalence of Year/Month/Day.
 DR9684
 DR9684.The orthometric height was determined by GPS observations and a
 DR9684.high-resolution geoid model using precise GPS observation and
 DR9684.processing techniques.
 DR9684
 DR9684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9684.GEOID18 height accuracy estimate available here.
 DR9684
 DR9684.Click photographs - Photos may exist for this station.
 DR9684
 DR9684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9684
 DR9684.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9684
 DR9684.The ellipsoidal height was determined by GPS observations
 DR9684.and is referenced to NAD 83.
 DR9684
 DR9684. The following values were computed from the NAD 83(2011) position.
 DR9684
 DR9684;                    North         East     Units Scale Factor Converg.
 DR9684;SPC WI S     -    82,145.810   771,846.539   MT  1.00000272   +1 26 30.1
 DR9684;SPC WI S     -   269,506.71  2,532,299.85   sFT  1.00000272   +1 26 30.1
 DR9684;UTM  16      - 4,730,113.945   426,162.687   MT  0.99966707   -0 36 42.6
 DR9684
 DR9684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9684!SPC WI S     -   0.99997073  x   1.00000272  =   0.99997345
 DR9684!UTM  16      -   0.99997073  x   0.99966707  =   0.99963781
 DR9684
 DR9684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2616230113(NAD 83)
 DR9684
 DR9684                          SUPERSEDED SURVEY CONTROL
 DR9684
 DR9684.No superseded survey control is available for this station.
 DR9684
 DR9684_MARKER: DD = SURVEY DISK
 DR9684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9684_STAMPING: 9A202 2015
 DR9684_MARK LOGO: WIDT
 DR9684_PROJECTION: FLUSH
 DR9684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR9684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9684+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2023
 DR9684
 DR9684  HISTORY     - Date     Condition        Report By
 DR9684  HISTORY     - 2015     MONUMENTED       WIDT
 DR9684  HISTORY     - 20231106 GOOD             DJHENK
 DR9684
 DR9684                          STATION DESCRIPTION
 DR9684
 DR9684'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DR9684'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST OF RACINE, 2.8 MI (4.5
 DR9684'KM) SOUTH-SOUTHEAST OF FRANKSVILLE AND 1.6 MI (2.6 KM) NORTH-NORTHWEST
 DR9684'OF STURTEVANT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9684'
 DR9684'TO REACH FROM THE JUNCTION OF INTERSTATE 94 WITH STATE HIGHWAY 20 WEST
 DR9684'OF RACINE, GO EAST ON STATE HIGHWAY 20 FOR 2.5 MI (3.2 KM) TO COUNTY
 DR9684'HIGHWAY H NORTH(FANCHER ROAD) AND WISCONSIN STREET (SOUTH).  CONTINUE
 DR9684'0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DR9684'
 DR9684'THE STATION IS 36 M (118.1 FT) EAST OF HASTINGS COURT, 29.0 M (95.1
 DR9684'FT) NORTH OF A --SPEED LIMIT 50-- SIGN, 1 M (3.3 FT) SOUTHWEST,
 DR9684'SOUTHEAST AND NORTH OF THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR9683 ***********************************************************************
 DR9683  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9683  DESIGNATION -  9A203
 DR9683  PID         -  DR9683
 DR9683  STATE/COUNTY-  WI/RACINE
 DR9683  COUNTRY     -  US
 DR9683  USGS QUAD   -  STURTEVANT (2018)
 DR9683
 DR9683                         *CURRENT SURVEY CONTROL
 DR9683  ______________________________________________________________________
 DR9683* NAD 83(2011) POSITION- 42 44 56.44723(N) 087 54 08.17027(W)   ADJUSTED
 DR9683* NAD 83(2011) ELLIP HT-   195.160 (meters)        (12/19/23)   ADJUSTED
 DR9683* NAD 83(2011) EPOCH   -  2010.00
 DR9683* NAVD 88 ORTHO HEIGHT -   229.93  (meters)      754.4   (feet) GPS OBS
 DR9683  ______________________________________________________________________
 DR9683  GEOID HEIGHT    -        -34.771 (meters)                     GEOID18
 DR9683  NAD 83(2011) X  -    171,712.420 (meters)                     COMP
 DR9683  NAD 83(2011) Y  - -4,687,923.772 (meters)                     COMP
 DR9683  NAD 83(2011) Z  -  4,307,200.893 (meters)                     COMP
 DR9683  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 DR9683
 DR9683  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9683  Standards:
 DR9683         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9683            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9683  -------------------------------------------------------------------
 DR9683  NETWORK    0.42   0.90           0.19   0.15   0.46      0.03038573
 DR9683  -------------------------------------------------------------------
 DR9683  Click here for local accuracies and other accuracy information.
 DR9683
 DR9683.The horizontal coordinates were established by GPS observations
 DR9683.and adjusted by the WI DEPT OF TRANSP in December 2023.
 DR9683
 DR9683.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9683.been affixed to the stable North American tectonic plate. See 
 DR9683.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9683
 DR9683.The horizontal coordinates are valid at the epoch date displayed above
 DR9683.which is a decimal equivalence of Year/Month/Day.
 DR9683
 DR9683.The orthometric height was determined by GPS observations and a
 DR9683.high-resolution geoid model using precise GPS observation and
 DR9683.processing techniques.
 DR9683
 DR9683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9683.GEOID18 height accuracy estimate available here.
 DR9683
 DR9683.Click photographs - Photos may exist for this station.
 DR9683
 DR9683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9683
 DR9683.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9683
 DR9683.The ellipsoidal height was determined by GPS observations
 DR9683.and is referenced to NAD 83.
 DR9683
 DR9683. The following values were computed from the NAD 83(2011) position.
 DR9683
 DR9683;                    North         East     Units Scale Factor Converg.
 DR9683;SPC WI S     -    85,369.136   771,726.891   MT  0.99999688   +1 26 28.9
 DR9683;SPC WI S     -   280,081.91  2,531,907.31   sFT  0.99999688   +1 26 28.9
 DR9683;UTM  16      - 4,733,338.415   426,158.627   MT  0.99966708   -0 36 44.9
 DR9683
 DR9683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9683!SPC WI S     -   0.99996939  x   0.99999688  =   0.99996627
 DR9683!UTM  16      -   0.99996939  x   0.99966708  =   0.99963648
 DR9683
 DR9683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2615833338(NAD 83)
 DR9683
 DR9683                          SUPERSEDED SURVEY CONTROL
 DR9683
 DR9683.No superseded survey control is available for this station.
 DR9683
 DR9683_MARKER: DV = VERTICAL CONTROL DISK
 DR9683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9683_STAMPING: 9A203 2015
 DR9683_MARK LOGO: WIDT
 DR9683_PROJECTION: FLUSH
 DR9683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR9683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9683+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2023
 DR9683
 DR9683  HISTORY     - Date     Condition        Report By
 DR9683  HISTORY     - 2015     MONUMENTED       WIDT
 DR9683  HISTORY     - 20231106 GOOD             DJHENK
 DR9683
 DR9683                          STATION DESCRIPTION
 DR9683
 DR9683'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DR9683'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF RACINE,
 DR9683'3.5 MI (5.6 KM) NORTH OF STURTEVANT AND 0.9 MI (1.4 KM) SOUTHEAST OF
 DR9683'FRANKSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9683'
 DR9683'TO REACH FROM THE INTERSECTION OF COUNTY HIGHWAY K (NORTHWESTERN
 DR9683'AVENUE) WITH COUNTY HIGHWAY H (FANCHER ROAD) IN THE COMMUNITY OF
 DR9683'FRANKSVILLE, GO SOUTH ON COUNTY HIGHWAY H (FANCHER ROAD) FOR 0.5 MI
 DR9683'(0.8 KM) TO OLD FANCHER ROAD ON THE LEFT AND THE STATION JUST AHEAD.
 DR9683'THE STATION IS IN THE SOUTH QUADRANT OF COUNTY HIGHWAY H (FANCHER
 DR9683'ROAD) AND OLD FANCHER ROAD.
 DR9683'
 DR9683'THE STATION IS 20.0 M (65.6 FT) EAST OF THE EDGE OF PAVEMENT OF COUNTY
 DR9683'HIGHWAY H (FANCHER ROAD), 12.2 M (40.0 FT) SOUTHWEST OF A --CLASS B
 DR9683'WEIGHT LIMIT-- SIGN, 11 M (36.1 FT) SOUTH OF A --UNDERGROUND WIRE--
 DR9683'SIGN AND 1 M (3.3 FT) NORTH, SOUTHWEST AND SOUTHEAST OF THREE ORANGE
 DR9683'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5338 ***********************************************************************
 DQ5338  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5338  DESIGNATION -  9A204
 DQ5338  PID         -  DQ5338
 DQ5338  STATE/COUNTY-  WI/MONROE
 DQ5338  COUNTRY     -  US
 DQ5338  USGS QUAD   -  WESTBY (2018)
 DQ5338
 DQ5338                         *CURRENT SURVEY CONTROL
 DQ5338  ______________________________________________________________________
 DQ5338* NAD 83(2011) POSITION- 43 44 24.00215(N) 090 45 28.75197(W)   ADJUSTED
 DQ5338* NAD 83(2011) ELLIP HT-   382.187 (meters)        (06/29/17)   ADJUSTED
 DQ5338* NAD 83(2011) EPOCH   -  2010.00
 DQ5338* NAVD 88 ORTHO HEIGHT -   415.46  (meters)     1363.1   (feet) GPS OBS
 DQ5338  ______________________________________________________________________
 DQ5338  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5338  GEOID HEIGHT    -        -33.273 (meters)                     GEOID12B
 DQ5338  GEOID HEIGHT    -        -33.276 (meters)                     GEOID18
 DQ5338  NAD 83(2011) X  -    -61,061.953 (meters)                     COMP
 DQ5338  NAD 83(2011) Y  - -4,615,368.959 (meters)                     COMP
 DQ5338  NAD 83(2011) Z  -  4,387,529.775 (meters)                     COMP
 DQ5338  LAPLACE CORR    -         -6.49  (seconds)                    DEFLEC18
 DQ5338
 DQ5338  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5338  Standards:
 DQ5338         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5338            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5338  -------------------------------------------------------------------
 DQ5338  NETWORK    0.63   0.69           0.29   0.21   0.35      0.03477962
 DQ5338  -------------------------------------------------------------------
 DQ5338  Click here for local accuracies and other accuracy information.
 DQ5338
 DQ5338.The horizontal coordinates were established by GPS observations
 DQ5338.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DQ5338
 DQ5338.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5338.been affixed to the stable North American tectonic plate. See 
 DQ5338.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5338
 DQ5338.The horizontal coordinates are valid at the epoch date displayed above
 DQ5338.which is a decimal equivalence of Year/Month/Day.
 DQ5338
 DQ5338.The orthometric height was determined by GPS observations and a
 DQ5338.high-resolution geoid model using precise GPS observation and
 DQ5338.processing techniques.
 DQ5338
 DQ5338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5338.GEOID18 height accuracy estimate available here.
 DQ5338
 DQ5338.Click photographs - Photos may exist for this station.
 DQ5338
 DQ5338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5338
 DQ5338.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5338
 DQ5338.The ellipsoidal height was determined by GPS observations
 DQ5338.and is referenced to NAD 83.
 DQ5338
 DQ5338. The following values were computed from the NAD 83(2011) position.
 DQ5338
 DQ5338;                    North         East     Units Scale Factor Converg.
 DQ5338;SPC WI S     -   193,577.087   538,943.813   MT  0.99995000   -0 31 14.9
 DQ5338;SPC WI S     -   635,094.16  1,768,184.83   sFT  0.99995000   -0 31 14.9
 DQ5338;UTM  15      - 4,845,438.729   680,536.620   MT  1.00000091   +1 33 01.9
 DQ5338
 DQ5338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5338!SPC WI S     -   0.99994007  x   0.99995000  =   0.99989008
 DQ5338!UTM  15      -   0.99994007  x   1.00000091  =   0.99994098
 DQ5338
 DQ5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8053645438(NAD 83)
 DQ5338
 DQ5338                          SUPERSEDED SURVEY CONTROL
 DQ5338
 DQ5338.No superseded survey control is available for this station.
 DQ5338
 DQ5338_MARKER: DD = SURVEY DISK
 DQ5338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5338_STAMPING: 9A204 2015
 DQ5338_MARK LOGO: WIDT
 DQ5338_PROJECTION: FLUSH
 DQ5338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5338+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DQ5338
 DQ5338  HISTORY     - Date     Condition        Report By
 DQ5338  HISTORY     - 2015     MONUMENTED       WIDT
 DQ5338  HISTORY     - 20160627 GOOD             WIDT
 DQ5338
 DQ5338                          STATION DESCRIPTION
 DQ5338
 DQ5338'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5338'THE STATION IS 9 MI (14.5 KM) SOUTHWEST OF NORWALK, 8 MI (12.9 KM)
 DQ5338'WEST OF ONTARIO AND 7 MI (11.3 KM) NORTHEAST OF WESTBY.
 DQ5338'
 DQ5338'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH STATE
 DQ5338'HIGHWAY 33 JUST WEST OF THE VILLAGE OF CASHTON, GO EAST ON STATE
 DQ5338'HIGHWAY 33 FOR 1.8 MI (2.9 KM) TO COUNTY HIGHWAY D (RIGHT) AND OLIVE
 DQ5338'ROAD (LEFT), CONTINUE EAST ON STATE HIGHWAY 33 FOR 0.2 MI (0.3 KM) TO
 DQ5338'THE STATION ON THE RIGHT.
 DQ5338'
 DQ5338'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5338'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DQ5338'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DQ5338'LEVEL WITH THE PAVEMENT.  THE STATION IS 14.0 M (45.9 FT) SOUTH OF THE
 DQ5338'CENTERLINE OF STATE HIGHWAY 33, 38.0 M (124.7 FT) EAST OF A
 DQ5338'RIGHT-OF-WAY POST, 12 M (39.4 FT) EAST OF THE CENTER OF A FIELD
 DQ5338'ENTRANCE, 4 M (13.1 FT) NORTH OF A CULTIVATION FIELD AND IS LOCATED IN
 DQ5338'THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 PLASTIC GUARD
 DQ5338'POSTS.
 DQ5338'
 DQ5338'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5338'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3393 ***********************************************************************
 DS3393  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3393  DESIGNATION -  9A205
 DS3393  PID         -  DS3393
 DS3393  STATE/COUNTY-  WI/MONROE
 DS3393  COUNTRY     -  US
 DS3393  USGS QUAD   -  DELL (2018)
 DS3393
 DS3393                         *CURRENT SURVEY CONTROL
 DS3393  ______________________________________________________________________
 DS3393* NAD 83(2011) POSITION- 43 43 55.20484(N) 090 44 16.06833(W)   ADJUSTED
 DS3393* NAD 83(2011) ELLIP HT-   321.583 (meters)        (02/05/25)   ADJUSTED
 DS3393* NAD 83(2011) EPOCH   -  2010.00
 DS3393* NAVD 88 ORTHO HEIGHT -   354.93  (meters)     1164.5   (feet) GPS OBS
 DS3393  ______________________________________________________________________
 DS3393  GEOID HEIGHT    -        -33.337 (meters)                     GEOID18
 DS3393  NAD 83(2011) X  -    -59,442.933 (meters)                     COMP
 DS3393  NAD 83(2011) Y  - -4,615,960.829 (meters)                     COMP
 DS3393  NAD 83(2011) Z  -  4,386,845.673 (meters)                     COMP
 DS3393  LAPLACE CORR    -         -6.98  (seconds)                    DEFLEC18
 DS3393
 DS3393  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3393  Standards:
 DS3393         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3393            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3393  -------------------------------------------------------------------
 DS3393  NETWORK    0.54   1.27           0.25   0.18   0.65      0.07821628
 DS3393  -------------------------------------------------------------------
 DS3393  Click here for local accuracies and other accuracy information.
 DS3393
 DS3393.The horizontal coordinates were established by GPS observations
 DS3393.and adjusted by the WI DEPT OF TRANSP in February 2025.
 DS3393
 DS3393.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3393.been affixed to the stable North American tectonic plate. See 
 DS3393.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3393
 DS3393.The horizontal coordinates are valid at the epoch date displayed above
 DS3393.which is a decimal equivalence of Year/Month/Day.
 DS3393
 DS3393.The orthometric height was determined by GPS observations and a
 DS3393.high-resolution geoid model using precise GPS observation and
 DS3393.processing techniques.
 DS3393
 DS3393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3393.GEOID18 height accuracy estimate available here.
 DS3393
 DS3393.Click photographs - Photos may exist for this station.
 DS3393
 DS3393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3393
 DS3393.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3393
 DS3393.The ellipsoidal height was determined by GPS observations
 DS3393.and is referenced to NAD 83.
 DS3393
 DS3393. The following values were computed from the NAD 83(2011) position.
 DS3393
 DS3393;                    North         East     Units Scale Factor Converg.
 DS3393;SPC WI S     -   192,673.807   540,562.213   MT  0.99994918   -0 30 25.0
 DS3393;SPC WI S     -   632,130.65  1,773,494.53   sFT  0.99994918   -0 30 25.0
 DS3393;UTM  15      - 4,844,594.485   682,186.701   MT  1.00000827   +1 33 51.3
 DS3393
 DS3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3393!SPC WI S     -   0.99994958  x   0.99994918  =   0.99989876
 DS3393!UTM  15      -   0.99994958  x   1.00000827  =   0.99995784
 DS3393
 DS3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8218644594(NAD 83)
 DS3393
 DS3393                          SUPERSEDED SURVEY CONTROL
 DS3393
 DS3393.No superseded survey control is available for this station.
 DS3393
 DS3393_MARKER: DD = SURVEY DISK
 DS3393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3393_STAMPING: 9A205 2015
 DS3393_MARK LOGO: WIDT
 DS3393_PROJECTION: FLUSH
 DS3393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3393+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 DS3393
 DS3393  HISTORY     - Date     Condition        Report By
 DS3393  HISTORY     - 2015     MONUMENTED       WIDT
 DS3393  HISTORY     - 20240826 GOOD             WIDT
 DS3393
 DS3393                          STATION DESCRIPTION
 DS3393
 DS3393'DESCRIBED BY WI DEPT OF TRANSP 2024 (TSS)
 DS3393'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF ONTARIO, 5.3 MI
 DS3393'(8.5 KM) SOUTH-SOUTHEAST OF MELVINA AND 5.2 MI (8.4 KM)
 DS3393'SOUTH-SOUTHWEST OF SAINT MARYS.
 DS3393'
 DS3393'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WITH COUNTY
 DS3393'HIGHWAY U LOCATED IN CASHTON, WI, GO EASTERLY ON STATE HIGHWAY 33 FOR
 DS3393'2.5 MI (4.0 KM) TO OKLAHOMA AVENUE ON THE RIGHT AND THE STATION ON THE
 DS3393'RIGHT.
 DS3393'
 DS3393'THE STATION IS LOCATED 8.3 M (27.2 FT) SOUTHWEST OF THE CENTERLINE OF
 DS3393'OKLAHOMA AVENUE, 26 M (85.3 FT) SOUTHEAST OF THE CENTER OF A FIELD
 DS3393'ENTRANCE AND 8.1 M (26.6 FT) WEST-NORTHWEST OF A METAL POST FOR A
 DS3393'TRAFFIC SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2570 ***********************************************************************
 DQ2570  DESIGNATION -  9A210
 DQ2570  PID         -  DQ2570
 DQ2570  STATE/COUNTY-  WI/BROWN
 DQ2570  COUNTRY     -  US
 DQ2570  USGS QUAD   -  GREEN BAY WEST (2018)
 DQ2570
 DQ2570                         *CURRENT SURVEY CONTROL
 DQ2570  ______________________________________________________________________
 DQ2570* NAD 83(1986) POSITION- 44 31 03.31   (N) 088 00 24.73   (W)   HD_HELD1
 DQ2570* NAVD 88 ORTHO HEIGHT -   182.001 (meters)      597.11  (feet) ADJUSTED
 DQ2570  ______________________________________________________________________
 DQ2570  GEOID HEIGHT    -        -36.241 (meters)                     GEOID18
 DQ2570  DYNAMIC HEIGHT  -        181.978 (meters)      597.04  (feet) COMP
 DQ2570  MODELED GRAVITY -    980,489.2   (mgal)                       NAVD 88
 DQ2570
 DQ2570  VERT ORDER      -  SECOND    CLASS I
 DQ2570
 DQ2570.The horizontal coordinates were determined by differentially corrected
 DQ2570.hand held GPS observations or other comparable positioning techniques
 DQ2570.and have an estimated accuracy of +/- 3 meters.
 DQ2570
 DQ2570.The orthometric height was determined by differential leveling and
 DQ2570.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2570.in February 2017.
 DQ2570
 DQ2570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2570.GEOID18 height accuracy estimate available here.
 DQ2570
 DQ2570.Click photographs - Photos may exist for this station.
 DQ2570
 DQ2570.The dynamic height is computed by dividing the NAVD 88
 DQ2570.geopotential number by the normal gravity value computed on the
 DQ2570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2570.degrees latitude (g = 980.6199 gals.).
 DQ2570
 DQ2570.The modeled gravity was interpolated from observed gravity values.
 DQ2570
 DQ2570;                    North         East    Units  Estimated Accuracy
 DQ2570;SPC WI C     -    77,977.3     758,442.9     MT  (+/- 3 meters HH1 GPS) 
 DQ2570
 DQ2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1998029855(NAD 83)
 DQ2570
 DQ2570                          SUPERSEDED SURVEY CONTROL
 DQ2570
 DQ2570.No superseded survey control is available for this station.
 DQ2570
 DQ2570_MARKER: DD = SURVEY DISK
 DQ2570_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ2570_SP_SET: PARAPET WALL
 DQ2570_STAMPING: 9A210 2015
 DQ2570_MARK LOGO: WIDT
 DQ2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2570+STABILITY: SURFACE MOTION
 DQ2570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2570+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2022
 DQ2570
 DQ2570  HISTORY     - Date     Condition        Report By
 DQ2570  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2570  HISTORY     - 20151008 GOOD             WIDT
 DQ2570  HISTORY     - 20190915 GOOD             USPSQD
 DQ2570  HISTORY     - 20220805 GOOD             NGS
 DQ2570
 DQ2570                          STATION DESCRIPTION
 DQ2570
 DQ2570'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2570'THE STATION IS LOCATED IN THE CITY OF GREEN BAY, ABOUT 15 MI (24.1 KM)
 DQ2570'WEST OF LUXEMBURG AND 8 MI (12.9 KM) SOUTH OF SUAMICO.
 DQ2570'
 DQ2570'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS US HIGHWAY 141 AND
 DQ2570'STATE HIGHWAY 29 (MAIN STREET) WITH STATE HIGHWAY 54 AND STATE HIGHWAY
 DQ2570'57 (MONROE AVENUE) IN DOWNTOWN GREEN BAY, GO NORTH ON STATE HIGHWAY 54
 DQ2570'AND STATE HIGHWAY 57 (MONROE AVENUE) FOR 0.1 MI (0.2 KM) TO THE SOUTH
 DQ2570'END OF A BRIDGE OVER THE EAST RIVER AND THE STATION ON THE LEFT.
 DQ2570'
 DQ2570'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2570'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DQ2570'OF THE WEST PARAPET WALL OF THE BRIDGE B-5-255-83 OVER THE EAST RIVER.
 DQ2570'THE STATION IS 15.1 M (49.5 FT) NORTHWEST OF THE CONCRETE MEDIAN OF
 DQ2570'STATE HIGHWAY 54 AND STATE HIGHWAY 57 (MONROE AVENUE), 9.2 M (30.2 FT)
 DQ2570'SOUTHEAST OF THE EAST EDGE OF A DECORATIVE WALKING PATH COMPRISED OF
 DQ2570'CONCRETE PAVER BLOCKS, 8.0 M (26.2 FT) SOUTHEAST OF THE CENTER OF A
 DQ2570'STEEL MANHOLE COVER, 5.0 M (16.4 FT) WEST OF A LIGHT POLE THAT IS
 DQ2570'ATTACHED TO THE CONCRETE STRUCTURE, AND 0.6 M (2.0 FT) SOUTH OF A
 DQ2570'WHITE PLASTIC WITNESS POST.
 DQ2570'
 DQ2570'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ2570'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED LIGHT POLE TO THE
 DQ2570'EAST.
 DQ2570
 DQ2570                          STATION RECOVERY (2019)
 DQ2570
 DQ2570'RECOVERY NOTE BY US POWER SQUADRON 2019 (OJB)
 DQ2570'RECOVERED IN GOOD CONDITION.
 DQ2570
 DQ2570                          STATION RECOVERY (2022)
 DQ2570
 DQ2570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KJ)
 DQ2570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2571 ***********************************************************************
 DQ2571  DESIGNATION -  9A211
 DQ2571  PID         -  DQ2571
 DQ2571  STATE/COUNTY-  WI/BROWN
 DQ2571  COUNTRY     -  US
 DQ2571  USGS QUAD   -  GREEN BAY EAST (2018)
 DQ2571
 DQ2571                         *CURRENT SURVEY CONTROL
 DQ2571  ______________________________________________________________________
 DQ2571* NAD 83(1986) POSITION- 44 31 29.00   (N) 087 54 25.75   (W)   HD_HELD1
 DQ2571* NAVD 88 ORTHO HEIGHT -   233.919 (meters)      767.45  (feet) ADJUSTED
 DQ2571  ______________________________________________________________________
 DQ2571  GEOID HEIGHT    -        -36.201 (meters)                     GEOID18
 DQ2571  DYNAMIC HEIGHT  -        233.890 (meters)      767.35  (feet) COMP
 DQ2571  MODELED GRAVITY -    980,488.3   (mgal)                       NAVD 88
 DQ2571
 DQ2571  VERT ORDER      -  SECOND    CLASS I
 DQ2571
 DQ2571.The horizontal coordinates were determined by differentially corrected
 DQ2571.hand held GPS observations or other comparable positioning techniques
 DQ2571.and have an estimated accuracy of +/- 3 meters.
 DQ2571
 DQ2571.The orthometric height was determined by differential leveling and
 DQ2571.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2571.in February 2017.
 DQ2571
 DQ2571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2571.GEOID18 height accuracy estimate available here.
 DQ2571
 DQ2571.Click photographs - Photos may exist for this station.
 DQ2571
 DQ2571.The dynamic height is computed by dividing the NAVD 88
 DQ2571.geopotential number by the normal gravity value computed on the
 DQ2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2571.degrees latitude (g = 980.6199 gals.).
 DQ2571
 DQ2571.The modeled gravity was interpolated from observed gravity values.
 DQ2571
 DQ2571;                    North         East    Units  Estimated Accuracy
 DQ2571;SPC WI C     -    78,969.5     766,347.7     MT  (+/- 3 meters HH1 GPS) 
 DQ2571
 DQ2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2791330555(NAD 83)
 DQ2571
 DQ2571                          SUPERSEDED SURVEY CONTROL
 DQ2571
 DQ2571.No superseded survey control is available for this station.
 DQ2571
 DQ2571_MARKER: DD = SURVEY DISK
 DQ2571_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2571_SP_SET: PARAPET WALL
 DQ2571_STAMPING: 9A211 2015
 DQ2571_MARK LOGO: WIDT
 DQ2571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2571+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2015
 DQ2571
 DQ2571  HISTORY     - Date     Condition        Report By
 DQ2571  HISTORY     - 2015     MONUMENTED       WIDT
 DQ2571  HISTORY     - 20151013 GOOD             WIDT
 DQ2571
 DQ2571                          STATION DESCRIPTION
 DQ2571
 DQ2571'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2571'THE STATION IS 10 MI (16.1 KM) WEST OF LUXEMBURG, 6.5 MI (10.5 KM)
 DQ2571'SOUTH-SOUTHWEST OF BENDERVILLE AND 5.5 MI (8.8 KM) NORTH OF BELLEVUE.
 DQ2571'
 DQ2571'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 54 AND STATE
 DQ2571'HIGHWAY 57 WITH COUNTY HIGHWAY EA (HURON ROAD AND BAY SETTLEMENT
 DQ2571'ROAD), ABOUT 5 MI (8.0 KM) EAST OF DOWNTOWN GREEN BAY.
 DQ2571'
 DQ2571'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2571'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE NORTH END
 DQ2571'OF THE WEST PARAPET WALL OF THE COUNTY HIGHWAY EA (HURON ROAD AND BAY
 DQ2571'SETTLEMENT ROAD) BRIDGE -B-5-360- OVER STATE HIGHWAY 54 AND STATE
 DQ2571'HIGHWAY 57.  THE STATION IS 14.8 M (48.6 FT) SOUTHWEST OF A LIGHT POLE
 DQ2571'IN THE CENTER OF THE GRASS MEDIAN OF BAY SETTLEMENT ROAD, 8.0 M (26.2
 DQ2571'FT) WEST OF THE CENTERLINE OF SOUTHBOUND BAY SETTLEMENT ROAD AND 0.25
 DQ2571'M (0.8 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DQ2571'
 DQ2571'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ2571'DEGREES ABOVE THE HORIZON EXCEPT FOR A NEARBY WOVEN WIRE SAFETY FENCE
 DQ2571'THAT IS ATTACHED TO THE TOP OF THE PARAPET WALL OF THE BRIDGE,
 DQ2571'SOUTHEAST OF THE SURVEY DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4648 ***********************************************************************
 DQ4648  DESIGNATION -  9A212
 DQ4648  PID         -  DQ4648
 DQ4648  STATE/COUNTY-  WI/GRANT
 DQ4648  COUNTRY     -  US
 DQ4648  USGS QUAD   -  LANCASTER (2018)
 DQ4648
 DQ4648                         *CURRENT SURVEY CONTROL
 DQ4648  ______________________________________________________________________
 DQ4648* NAD 83(1986) POSITION- 42 50 15.63   (N) 090 42 41.03   (W)   HD_HELD1
 DQ4648* NAVD 88 ORTHO HEIGHT -   311.856 (meters)     1023.15  (feet) ADJUSTED
 DQ4648  ______________________________________________________________________
 DQ4648  GEOID HEIGHT    -        -32.528 (meters)                     GEOID18
 DQ4648  DYNAMIC HEIGHT  -        311.767 (meters)     1022.86  (feet) COMP
 DQ4648  MODELED GRAVITY -    980,326.9   (mgal)                       NAVD 88
 DQ4648
 DQ4648  VERT ORDER      -  SECOND    CLASS I
 DQ4648
 DQ4648.The horizontal coordinates were determined by differentially corrected
 DQ4648.hand held GPS observations or other comparable positioning techniques
 DQ4648.and have an estimated accuracy of +/- 3 meters.
 DQ4648
 DQ4648.The orthometric height was determined by differential leveling and
 DQ4648.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4648.in April 2017.
 DQ4648
 DQ4648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4648.GEOID18 height accuracy estimate available here.
 DQ4648
 DQ4648.Click photographs - Photos may exist for this station.
 DQ4648
 DQ4648.The dynamic height is computed by dividing the NAVD 88
 DQ4648.geopotential number by the normal gravity value computed on the
 DQ4648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4648.degrees latitude (g = 980.6199 gals.).
 DQ4648
 DQ4648.The modeled gravity was interpolated from observed gravity values.
 DQ4648
 DQ4648;                    North         East    Units  Estimated Accuracy
 DQ4648;SPC WI S     -    93,306.3     541,841.3     MT  (+/- 3 meters HH1 GPS) 
 DQ4648
 DQ4648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8703445329(NAD 83)
 DQ4648
 DQ4648                          SUPERSEDED SURVEY CONTROL
 DQ4648
 DQ4648.No superseded survey control is available for this station.
 DQ4648
 DQ4648_MARKER: DD = SURVEY DISK
 DQ4648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4648_STAMPING: 9A212 2015
 DQ4648_MARK LOGO: WIDT
 DQ4648_PROJECTION: PROJECTING 20 CENTIMETERS
 DQ4648_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4648+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DQ4648
 DQ4648  HISTORY     - Date     Condition        Report By
 DQ4648  HISTORY     - 2015     MONUMENTED       WIDT
 DQ4648  HISTORY     - 20160511 GOOD             WIDT
 DQ4648  HISTORY     - 20191106 GOOD             WIDT
 DQ4648
 DQ4648                          STATION DESCRIPTION
 DQ4648
 DQ4648'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4648'THE STATION IS LOCATED IN THE CITY OF LANCASTER, ABOUT 16.5 MI (26.5
 DQ4648'KM) NORTHEAST OF CASSVILLE, 13.8 MI (22.2 KM) NORTHWEST OF PLATTEVILLE
 DQ4648'AND 10.3 MI (16.6 KM) SOUTH OF FENNIMORE.
 DQ4648'
 DQ4648'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 61
 DQ4648'(MADISON STREET) AND WISCONSIN STATE HIGHWAYS 81 AND 35 (WEST CHERRY
 DQ4648'STREET), TRAVEL SOUTH ON UNITED STATES HIGHWAY 61 (MADISON STREET) FOR
 DQ4648'APPROXIMATELY 0.5 MI (0.8 KM) TO CLASSIC CUT SALON, THE MEETING ROOM
 DQ4648'TAVERN AND AN UNNAMED STREET ON THE RIGHT.  TRAVEL WEST ON THE UNNAMED
 DQ4648'STREET FOR APPROXIMATELY 700 FT (213.4 M) TO THE LANCASTER WASTEWATER
 DQ4648'TREATMENT FACILITY ON THE LEFT.  ENTER INTO THE DRIVEWAY FOR THE
 DQ4648'LANCASTER WASTEWATER TREATMENT FACILITY AND TRAVEL SOUTH APPROXIMATELY
 DQ4648'500 FT (152.4 M) TO A WOVEN WIRE FENCE AND THE STATION ON THE RIGHT, A
 DQ4648'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DQ4648'STATION DISK SET IN A DRILL HOLE IN THE FOUNDATION OF A CONTINUOUSLY
 DQ4648'OPERATING REFERENCE STATION.
 DQ4648'
 DQ4648'THE STATION IS LOCATED IN THE SOUTH PORTION OF THE CONCRETE FOUNDATION
 DQ4648'OF THE CONTINUOUSLY OPERATING REFERENCE STATION.
 DQ4648'
 DQ4648'IT IS 50 FT (15.2 M) WEST OF THE WEST WALL OF A WHITE, HIP-ROOFED
 DQ4648'SOLIDS BUILDING.
 DQ4648'
 DQ4648'NOTE-THIS STATION IS THE BASE MARK FOR A CONTINUOUSLY OPERATING
 DQ4648'REFERENCE STATION AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DQ4648'
 DQ4648'NOTE2-THE CONCRETE BASE FOUNDATION FOR THE CONTINUOUSLY OPERATING
 DQ4648'REFERENCE STATION WAS CONSTRUCTED IN 2011.  THE BASE MARK SURVEY DISK
 DQ4648'WAS SET IN 2015.
 DQ4648
 DQ4648                          STATION RECOVERY (2019)
 DQ4648
 DQ4648'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DQ4648'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4620 ***********************************************************************
 DQ4620  DESIGNATION -  9A213
 DQ4620  PID         -  DQ4620
 DQ4620  STATE/COUNTY-  WI/DANE
 DQ4620  COUNTRY     -  US
 DQ4620  USGS QUAD   -  CROSS PLAINS (2018)
 DQ4620
 DQ4620                         *CURRENT SURVEY CONTROL
 DQ4620  ______________________________________________________________________
 DQ4620* NAD 83(1986) POSITION- 43 06 39.35   (N) 089 38 43.59   (W)   HD_HELD1
 DQ4620* NAVD 88 ORTHO HEIGHT -   267.252 (meters)      876.81  (feet) ADJUSTED
 DQ4620  ______________________________________________________________________
 DQ4620  GEOID HEIGHT    -        -34.304 (meters)                     GEOID18
 DQ4620  DYNAMIC HEIGHT  -        267.180 (meters)      876.57  (feet) COMP
 DQ4620  MODELED GRAVITY -    980,342.4   (mgal)                       NAVD 88
 DQ4620
 DQ4620  VERT ORDER      -  SECOND    CLASS I
 DQ4620
 DQ4620.The horizontal coordinates were determined by differentially corrected
 DQ4620.hand held GPS observations or other comparable positioning techniques
 DQ4620.and have an estimated accuracy of +/- 3 meters.
 DQ4620
 DQ4620.The orthometric height was determined by differential leveling and
 DQ4620.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4620.in April 2017.
 DQ4620
 DQ4620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4620.GEOID18 height accuracy estimate available here.
 DQ4620
 DQ4620.Click photographs - Photos may exist for this station.
 DQ4620
 DQ4620.The dynamic height is computed by dividing the NAVD 88
 DQ4620.geopotential number by the normal gravity value computed on the
 DQ4620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4620.degrees latitude (g = 980.6199 gals.).
 DQ4620
 DQ4620.The modeled gravity was interpolated from observed gravity values.
 DQ4620
 DQ4620;                    North         East    Units  Estimated Accuracy
 DQ4620;SPC WI S     -   123,475.0     628,857.3     MT  (+/- 3 meters HH1 GPS) 
 DQ4620
 DQ4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8475776530(NAD 83)
 DQ4620
 DQ4620                          SUPERSEDED SURVEY CONTROL
 DQ4620
 DQ4620.No superseded survey control is available for this station.
 DQ4620
 DQ4620_MARKER: DD = SURVEY DISK
 DQ4620_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ4620_SP_SET: BRIDGE ABUTMENT
 DQ4620_STAMPING: 9A213 2015
 DQ4620_MARK LOGO: WIDT
 DQ4620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4620+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2017
 DQ4620
 DQ4620  HISTORY     - Date     Condition        Report By
 DQ4620  HISTORY     - 2015     MONUMENTED       WIDT
 DQ4620  HISTORY     - 20151028 GOOD             WIDT
 DQ4620  HISTORY     - 20171205 GOOD             NGS
 DQ4620
 DQ4620                          STATION DESCRIPTION
 DQ4620
 DQ4620'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4620'THE STATION IS LOCATED IN THE VILLAGE OF CROSS PLAINS, APPROXIMATELY 7
 DQ4620'MI (11.3 KM) WEST OF MIDDLETON AND 5.5 MI (8.8 KM) SOUTHEAST OF BLACK
 DQ4620'EARTH.
 DQ4620'
 DQ4620'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 (MAIN STREET)
 DQ4620'WITH COUNTY HIGHWAY P (CROSS STREET) IN THE VILLAGE OF CROSS PLAINS,
 DQ4620'GO SOUTHWEST ON COUNTY HIGHWAY P FOR APPROXIMATELY 300 FT (91.4 M) TO
 DQ4620'A BRIDGE OVER BLACK EARTH CREEK AND THE STATION ON THE LEFT.
 DQ4620'
 DQ4620'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4620'GEODETIC SURVEY CONTROL STATION DISK SET IN THE EAST SIDE OF THE NORTH
 DQ4620'ABUTMENT OF THE BRIDGE B-13-646 OVER BLACK EARTH CREEK, ABOUT LEVEL
 DQ4620'WITH THE PAVEMENT GRADE.
 DQ4620'
 DQ4620'THE STATION IS 8.5 M (27.9 FT) SOUTHEAST OF THE CENTER OF THE CONCRETE
 DQ4620'MEDIAN OF COUNTY HIGHWAY P, 16.7 M (54.8 FT) NORTHWEST OF A CONCRETE
 DQ4620'BASE FOR A LIGHT POLE, 9.8 M (32.2 FT) WEST OF THE BACK OF CURB OF A
 DQ4620'DRIVEWAY FOR A GAS STATION AND 0.6 M (2.0 FT) SOUTHEAST OF A BLACK
 DQ4620'DECORATIVE RAIL ATOP THE BRIDGE PARAPET WALL.
 DQ4620'
 DQ4620'NOTE-THIS STATION IS OBSTRUCTED BY LARGE TREES TO THE SOUTHWEST
 DQ4620'EXTENDING TO 35 DEGREES ABOVE THE HORIZON AND POWER LINES TO THE NORTH
 DQ4620'AND NORTHWEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DQ4620
 DQ4620                          STATION RECOVERY (2017)
 DQ4620
 DQ4620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JTE)
 DQ4620'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4626 ***********************************************************************
 DQ4626  DESIGNATION -  9A214
 DQ4626  PID         -  DQ4626
 DQ4626  STATE/COUNTY-  WI/DANE
 DQ4626  COUNTRY     -  US
 DQ4626  USGS QUAD   -  MADISON WEST (2018)
 DQ4626
 DQ4626                         *CURRENT SURVEY CONTROL
 DQ4626  ______________________________________________________________________
 DQ4626* NAD 83(1986) POSITION- 43 04 49.02   (N) 089 28 21.28   (W)   HD_HELD1
 DQ4626* NAVD 88 ORTHO HEIGHT -   269.131 (meters)      882.97  (feet) ADJUSTED
 DQ4626  ______________________________________________________________________
 DQ4626  GEOID HEIGHT    -        -34.302 (meters)                     GEOID18
 DQ4626  DYNAMIC HEIGHT  -        269.059 (meters)      882.74  (feet) COMP
 DQ4626  MODELED GRAVITY -    980,347.2   (mgal)                       NAVD 88
 DQ4626
 DQ4626  VERT ORDER      -  SECOND    CLASS I
 DQ4626
 DQ4626.The horizontal coordinates were determined by differentially corrected
 DQ4626.hand held GPS observations or other comparable positioning techniques
 DQ4626.and have an estimated accuracy of +/- 3 meters.
 DQ4626
 DQ4626.The orthometric height was determined by differential leveling and
 DQ4626.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4626.in April 2017.
 DQ4626
 DQ4626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4626.GEOID18 height accuracy estimate available here.
 DQ4626
 DQ4626.Click photographs - Photos may exist for this station.
 DQ4626
 DQ4626.The dynamic height is computed by dividing the NAVD 88
 DQ4626.geopotential number by the normal gravity value computed on the
 DQ4626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4626.degrees latitude (g = 980.6199 gals.).
 DQ4626
 DQ4626.The modeled gravity was interpolated from observed gravity values.
 DQ4626
 DQ4626;                    North         East    Units  Estimated Accuracy
 DQ4626;SPC WI S     -   120,144.9     642,948.0     MT  (+/- 3 meters HH1 GPS) 
 DQ4626
 DQ4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9872272697(NAD 83)
 DQ4626
 DQ4626                          SUPERSEDED SURVEY CONTROL
 DQ4626
 DQ4626.No superseded survey control is available for this station.
 DQ4626
 DQ4626_MARKER: DD = SURVEY DISK
 DQ4626_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4626_SP_SET: UNDERPASS PARAPET WALL
 DQ4626_STAMPING: 9A214 2015
 DQ4626_MARK LOGO: WIDT
 DQ4626_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4626+STABILITY: SURFACE MOTION
 DQ4626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4626+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ4626
 DQ4626  HISTORY     - Date     Condition        Report By
 DQ4626  HISTORY     - 2015     MONUMENTED       WIDT
 DQ4626  HISTORY     - 20151110 GOOD             WIDT
 DQ4626
 DQ4626                          STATION DESCRIPTION
 DQ4626
 DQ4626'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4626'THE STATION IS LOCATED IN THE CITY OF MIDDLETON, APPROXIMATELY 9 MI
 DQ4626'(14.5 KM) EAST-SOUTHEAST OF CROSS PLAINS AND 4.5 MI (7.2 KM) WEST OF
 DQ4626'THE WISCONSIN STATE CAPITOL BUILDING IN THE CITY OF MADISON.
 DQ4626'
 DQ4626'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY
 DQ4626'14 WEST (BELTLINE HIGHWAY) WITH COUNTY HIGHWAY MS (UNIVERSITY AVENUE)
 DQ4626'(EXIT 251A) IN THE CITY OF MIDDLETON, GO EAST ON COUNTY HIGHWAY MS
 DQ4626'(UNIVERSITY AVENUE) FOR 1.7 MI (2.7 KM) TO COUNTY HIGHWAY M (ALLEN
 DQ4626'BOULEVARD) ON THE LEFT.  CONTINUE SOUTHEAST ON COUNTY HIGHWAY MS
 DQ4626'(UNIVERSITY BOULEVARD) FOR 0.95 MI (1.53 KM) TO SPRING HARBOR DRIVE ON
 DQ4626'THE LEFT AND THE STATION ON THE LEFT.
 DQ4626'
 DQ4626'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4626'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE
 DQ4626'SOUTHEAST END OF THE NORTHEAST PARAPET WALL OF A PEDESTRIAN UNDERPASS
 DQ4626'STRUCTURE -B-13-2047- FOR COUNTY HIGHWAY MS (UNIVERSITY AVENUE) AT
 DQ4626'SPRING HARBOR DRIVE, ABOUT 1 M (3.3 FT) HIGHER THAN THE GRADE OF THE
 DQ4626'PEDESTRIAN PATHWAY.
 DQ4626'
 DQ4626'THE STATION IS 11.2 M (36.7 FT) WEST OF POWER POLE -19Y4-F11-, 9.0 M
 DQ4626'(29.5 FT) NORTHEAST OF A TRAFFIC SIGNAL MAST, 7.6 M (24.9 FT) WEST OF
 DQ4626'THE CENTER OF A MADISON GAS AND ELECTRIC UTILITY COVER, 1.7 M (5.6 FT)
 DQ4626'NORTHWEST OF THE SOUTHEAST END OF THE PARAPET WALL AND 15 CM (6
 DQ4626'INCHES) SOUTHWEST OF A METAL RAIL ATOP THE CONCRETE PARAPET WALL.
 DQ4626'
 DQ4626'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST EXTENDING TO 30
 DQ4626'DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTHWEST EXTENDING TO 25
 DQ4626'DEGREES ABOVE THE HORIZON AND OVERHEAD WIRES TO THE EAST EXTENDING TO
 DQ4626'BETWEEN 30 DEGREES AND 55 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4628 ***********************************************************************
 DQ4628  DESIGNATION -  9A215
 DQ4628  PID         -  DQ4628
 DQ4628  STATE/COUNTY-  WI/DANE
 DQ4628  COUNTRY     -  US
 DQ4628  USGS QUAD   -  MADISON WEST (2018)
 DQ4628
 DQ4628                         *CURRENT SURVEY CONTROL
 DQ4628  ______________________________________________________________________
 DQ4628* NAD 83(1986) POSITION- 43 04 09.35   (N) 089 23 56.96   (W)   HD_HELD1
 DQ4628* NAVD 88 ORTHO HEIGHT -   263.395 (meters)      864.16  (feet) ADJUSTED
 DQ4628  ______________________________________________________________________
 DQ4628  GEOID HEIGHT    -        -34.322 (meters)                     GEOID18
 DQ4628  DYNAMIC HEIGHT  -        263.326 (meters)      863.93  (feet) COMP
 DQ4628  MODELED GRAVITY -    980,354.7   (mgal)                       NAVD 88
 DQ4628
 DQ4628  VERT ORDER      -  SECOND    CLASS I
 DQ4628
 DQ4628.The horizontal coordinates were determined by differentially corrected
 DQ4628.hand held GPS observations or other comparable positioning techniques
 DQ4628.and have an estimated accuracy of +/- 3 meters.
 DQ4628
 DQ4628.The orthometric height was determined by differential leveling and
 DQ4628.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4628.in April 2017.
 DQ4628
 DQ4628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4628.GEOID18 height accuracy estimate available here.
 DQ4628
 DQ4628.Click photographs - Photos may exist for this station.
 DQ4628
 DQ4628.The dynamic height is computed by dividing the NAVD 88
 DQ4628.geopotential number by the normal gravity value computed on the
 DQ4628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4628.degrees latitude (g = 980.6199 gals.).
 DQ4628
 DQ4628.The modeled gravity was interpolated from observed gravity values.
 DQ4628
 DQ4628;                    North         East    Units  Estimated Accuracy
 DQ4628;SPC WI S     -   118,961.2     648,935.5     MT  (+/- 3 meters HH1 GPS) 
 DQ4628
 DQ4628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0466471300(NAD 83)
 DQ4628
 DQ4628                          SUPERSEDED SURVEY CONTROL
 DQ4628
 DQ4628.No superseded survey control is available for this station.
 DQ4628
 DQ4628_MARKER: DD = SURVEY DISK
 DQ4628_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4628_SP_SET: OVERPASS PARAPET WALL
 DQ4628_STAMPING: 9A215 2015
 DQ4628_MARK LOGO: WIDT
 DQ4628_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4628+STABILITY: SURFACE MOTION
 DQ4628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4628+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2020
 DQ4628
 DQ4628  HISTORY     - Date     Condition        Report By
 DQ4628  HISTORY     - 2015     MONUMENTED       WIDT
 DQ4628  HISTORY     - 20151113 GOOD             WIDT
 DQ4628  HISTORY     - 20201118 GOOD             PRIVTE
 DQ4628
 DQ4628                          STATION DESCRIPTION
 DQ4628
 DQ4628'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4628'THE STATION IS LOCATED IN THE CITY OF MADISON, APPROXIMATELY 9 MI
 DQ4628'(14.5 KM) NORTHEAST OF VERONA, 9 MI (14.5 KM) SOUTH-SOUTHEAST OF
 DQ4628'WAUNAKEE AND 0.75 MI (1.21 KM) SOUTHWEST OF THE WISCONSIN STATE
 DQ4628'CAPITOL BUILDING.
 DQ4628'
 DQ4628'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY
 DQ4628'14 (BELTLINE HIGHWAY) WITH US HIGHWAY 151 (PARK STREET) IN THE SOUTH
 DQ4628'PART OF THE CITY OF MADISON, GO NORTH ON US HIGHWAY 151 (PARK STREET)
 DQ4628'FOR 1.95 MI (3.14 KM) TO US HIGHWAY 151 (WEST WASHINGTON AVENUE) ON
 DQ4628'THE RIGHT AND VILAS AVENUE ON THE LEFT.  TURN RIGHT AND GO NORTHEAST
 DQ4628'ON US HIGHWAY 151 (WEST WASHINGTON AVENUE) FOR 0.35 MI (0.56 KM) TO
 DQ4628'REGENT STREET ON THE LEFT AND PROUDFIT STREET ON THE RIGHT.  CONTINUE
 DQ4628'NORTHEAST ON WEST WASHINGTON AVENUE FOR APPROXIMATELY 500 FT (152.4 M)
 DQ4628'TO A BANKING AND COMMERCIAL RETAIL PARKING LOT ON THE LEFT.  GO
 DQ4628'NORTHWEST THROUGH THE PARKING LOT, TRAVELING PARALLEL TO THE SOUTHWEST
 DQ4628'COMMUTER RECREATION TRAIL AND THE WISCONSIN SOUTHERN RAILROAD TRACKS,
 DQ4628'FOR APPROXIMATELY 0.2 MI (0.3 KM) TO THE EAST CAMPUS MALL CONNECTOR
 DQ4628'BIKE PATH ON THE LEFT.  CONTINUE ON FOOT NORTHWEST ALONG THE COMMUTER
 DQ4628'RECREATION TRAIL FOR APPROXIMATELY 230 FT (70.1 M) TO THE TOPSIDE OF
 DQ4628'THE EAST CAMPUS MALL PEDESTRIAN BRIDGE UNDERPASS LOCATED AT THE END OF
 DQ4628'MURRAY STREET -B-192 3/8- AND THE STATION ON THE RIGHT.
 DQ4628'
 DQ4628'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4628'GEODETIC CONTROL STATION DISK SET IN THE EAST END OF THE NORTH PARAPET
 DQ4628'WALL OF THE EAST CAMPUS MALL PEDESTRIAN OVERPASS C-13-130, ABOUT 0.5 M
 DQ4628'(1.6 FT) HIGHER THAN THE PAVEMENT GRADE.
 DQ4628'
 DQ4628'THE STATION IS 8.4 M (27.6 FT) NORTHWEST OF THE CENTER OF A SQUARE
 DQ4628'ELECTRICAL MANHOLE COVER, 4.0 M (13.1 FT) NORTH OF THE CENTER OF A
 DQ4628'MANHOLE COVER THAT IS FLUSH WITH THE PAVEMENT GRADE OF THE
 DQ4628'RECREATIONAL TRAIL, 3.0 M (9.8 FT) SOUTHWEST OF THE NEAREST RAIL OF A
 DQ4628'SET OF TWO RAILROAD TRACKS, 0.5 M (1.6 FT) NORTHWEST OF THE SOUTHEAST
 DQ4628'END OF THE STRUCTURE AND 15 CM (6 INCHES) NORTHEAST OF A METAL RAIL
 DQ4628'ATOP THE PARAPET WALL.
 DQ4628'
 DQ4628'NOTE-THE STATION IS OBSTRUCTED BY A TREE TO THE SOUTH THAT EXTENDS
 DQ4628'HIGHER THAN 30 DEGREES ABOVE THE HORIZON.
 DQ4628
 DQ4628                          STATION RECOVERY (2020)
 DQ4628
 DQ4628'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2020 (DR)
 DQ4628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4630 ***********************************************************************
 DQ4630  DESIGNATION -  9A216
 DQ4630  PID         -  DQ4630
 DQ4630  STATE/COUNTY-  WI/DANE
 DQ4630  COUNTRY     -  US
 DQ4630  USGS QUAD   -  MADISON WEST (2018)
 DQ4630
 DQ4630                         *CURRENT SURVEY CONTROL
 DQ4630  ______________________________________________________________________
 DQ4630* NAD 83(1986) POSITION- 43 02 14.98   (N) 089 23 13.40   (W)   HD_HELD1
 DQ4630* NAVD 88 ORTHO HEIGHT -   284.023 (meters)      931.83  (feet) ADJUSTED
 DQ4630  ______________________________________________________________________
 DQ4630  GEOID HEIGHT    -        -34.286 (meters)                     GEOID18
 DQ4630  DYNAMIC HEIGHT  -        283.948 (meters)      931.59  (feet) COMP
 DQ4630  MODELED GRAVITY -    980,349.0   (mgal)                       NAVD 88
 DQ4630
 DQ4630  VERT ORDER      -  SECOND    CLASS I
 DQ4630
 DQ4630.The horizontal coordinates were determined by differentially corrected
 DQ4630.hand held GPS observations or other comparable positioning techniques
 DQ4630.and have an estimated accuracy of +/- 3 meters.
 DQ4630
 DQ4630.The orthometric height was determined by differential leveling and
 DQ4630.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4630.in April 2017.
 DQ4630
 DQ4630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4630.GEOID18 height accuracy estimate available here.
 DQ4630
 DQ4630.Click photographs - Photos may exist for this station.
 DQ4630
 DQ4630.The dynamic height is computed by dividing the NAVD 88
 DQ4630.geopotential number by the normal gravity value computed on the
 DQ4630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4630.degrees latitude (g = 980.6199 gals.).
 DQ4630
 DQ4630.The modeled gravity was interpolated from observed gravity values.
 DQ4630
 DQ4630;                    North         East    Units  Estimated Accuracy
 DQ4630;SPC WI S     -   115,439.3     649,946.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4630
 DQ4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0554967743(NAD 83)
 DQ4630
 DQ4630                          SUPERSEDED SURVEY CONTROL
 DQ4630
 DQ4630.No superseded survey control is available for this station.
 DQ4630
 DQ4630_MARKER: DD = SURVEY DISK
 DQ4630_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ4630_SP_SET: PEDESTRIAN BRIDGE
 DQ4630_STAMPING: 9A216 2015
 DQ4630_MARK LOGO: WIDT
 DQ4630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4630+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2015
 DQ4630
 DQ4630  HISTORY     - Date     Condition        Report By
 DQ4630  HISTORY     - 2015     MONUMENTED       WIDT
 DQ4630  HISTORY     - 20151119 GOOD             WIDT
 DQ4630
 DQ4630                          STATION DESCRIPTION
 DQ4630
 DQ4630'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4630'THE STATION IS LOCATED IN THE SOUTH PART OF THE CITY OF MADISON,
 DQ4630'APPROXIMATELY 5 MI (8.0 KM) WEST-NORTHWEST OF THE VILLAGE OF MCFARLAND
 DQ4630'AND 2.55 MI (4.10 KM) SOUTH OF THE WISCONSIN STATE CAPITOL BUILDING IN
 DQ4630'THE CITY OF MADISON.
 DQ4630'
 DQ4630'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY
 DQ4630'18 (BELTLINE HIGHWAY) WITH US HIGHWAY 14 (PARK STREET) (EXIT 261) IN
 DQ4630'THE SOUTH PART OF THE CITY OF MADISON, GO EAST ON US HIGHWAY 12 AND US
 DQ4630'HIGHWAY 18 (BELTLINE HIGHWAY) FOR 0.8 MI (1.3 KM) TO THE RIMROCK ROAD
 DQ4630'INTERCHANGE (EXIT 262), EXIT RIGHT AND CONTINUE EAST FOR 0.2 MI (0.3
 DQ4630'KM) TO A ROUND-A-BOUT JUNCTION WITH COUNTY HIGHWAY MM.  EXIT THE
 DQ4630'ROUND-A-BOUT RIGHT AND GO SOUTH ON COUNTY HIGHWAY MM FOR 0.1 MI (0.2
 DQ4630'KM) TO BADGER ROAD.  TURN RIGHT AND GO WEST ON BADGER ROAD FOR 0.25 MI
 DQ4630'(0.40 KM) TO PHEASANT RIDGE TRAIL ON THE LEFT.  CONTINUE WEST ON
 DQ4630'BADGER ROAD FOR 0.15 MI (0.24 KM) TO THE EAST END OF A CONCRETE RAMP
 DQ4630'FOR THE BADGER ROAD PEDESTRIAN BRIDGE ON THE LEFT AND THE STATION ON
 DQ4630'THE LEFT.
 DQ4630'
 DQ4630'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4630'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE NEAR THE EAST
 DQ4630'END OF THE SOUTH PARAPET WALL OF THE PEDESTRIAN BRIDGE, JUST SOUTH OF
 DQ4630'THE METAL GUARD RAIL SET ATOP THE PARAPET WALL AND 0.25 M (0.8 FT)
 DQ4630'HIGHER THAN THE GROUND LEVEL.
 DQ4630'
 DQ4630'THE STATION IS 12.2 M (40.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DQ4630'BADGER ROAD, 11.6 M (38.1 FT) WEST OF THE CENTER OF A SHARED
 DQ4630'COMMERCIAL DRIVEWAY FOR AN ANIMAL VETERINARY HOSPITAL AND AN
 DQ4630'AUTOMOTIVE SHOP, 7.6 M (24.9 FT) SOUTH OF THE CONCRETE BASE FOR A
 DQ4630'METAL LIGHT POLE WITH A -NO PARKING ANY TIME- SIGN AND 1.2 M (3.9 FT)
 DQ4630'WEST-SOUTHWEST OF THE EAST END OF THE PARAPET WALL.
 DQ4630'
 DQ4630'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ4630'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4633 ***********************************************************************
 DQ4633  DESIGNATION -  9A217
 DQ4633  PID         -  DQ4633
 DQ4633  STATE/COUNTY-  WI/DANE
 DQ4633  COUNTRY     -  US
 DQ4633  USGS QUAD   -  OREGON (2018)
 DQ4633
 DQ4633                         *CURRENT SURVEY CONTROL
 DQ4633  ______________________________________________________________________
 DQ4633* NAD 83(1986) POSITION- 42 57 00.99   (N) 089 23 27.29   (W)   HD_HELD1
 DQ4633* NAVD 88 ORTHO HEIGHT -   303.842 (meters)      996.86  (feet) ADJUSTED
 DQ4633  ______________________________________________________________________
 DQ4633  GEOID HEIGHT    -        -34.149 (meters)                     GEOID18
 DQ4633  DYNAMIC HEIGHT  -        303.757 (meters)      996.58  (feet) COMP
 DQ4633  MODELED GRAVITY -    980,334.5   (mgal)                       NAVD 88
 DQ4633
 DQ4633  VERT ORDER      -  SECOND    CLASS I
 DQ4633
 DQ4633.The horizontal coordinates were determined by differentially corrected
 DQ4633.hand held GPS observations or other comparable positioning techniques
 DQ4633.and have an estimated accuracy of +/- 3 meters.
 DQ4633
 DQ4633.The orthometric height was determined by differential leveling and
 DQ4633.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4633.in April 2017.
 DQ4633
 DQ4633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4633.GEOID18 height accuracy estimate available here.
 DQ4633
 DQ4633.Click photographs - Photos may exist for this station.
 DQ4633
 DQ4633.The dynamic height is computed by dividing the NAVD 88
 DQ4633.geopotential number by the normal gravity value computed on the
 DQ4633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4633.degrees latitude (g = 980.6199 gals.).
 DQ4633
 DQ4633.The modeled gravity was interpolated from observed gravity values.
 DQ4633
 DQ4633;                    North         East    Units  Estimated Accuracy
 DQ4633;SPC WI S     -   105,748.2     649,703.2     MT  (+/- 3 meters HH1 GPS) 
 DQ4633
 DQ4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0495958066(NAD 83)
 DQ4633
 DQ4633                          SUPERSEDED SURVEY CONTROL
 DQ4633
 DQ4633.No superseded survey control is available for this station.
 DQ4633
 DQ4633_MARKER: DD = SURVEY DISK
 DQ4633_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ4633_SP_SET: BRIDGE PARAPET WALL
 DQ4633_STAMPING: 9A217 2016
 DQ4633_MARK LOGO: WIDT
 DQ4633_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4633+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2016
 DQ4633
 DQ4633  HISTORY     - Date     Condition        Report By
 DQ4633  HISTORY     - 2016     MONUMENTED       WIDT
 DQ4633  HISTORY     - 20160621 GOOD             WIDT
 DQ4633
 DQ4633                          STATION DESCRIPTION
 DQ4633
 DQ4633'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4633'THE STATION IS LOCATED APPROXIMATELY 8 MI (12.9 KM) EAST-SOUTHEAST OF
 DQ4633'VERONA, 7 MI (11.3 KM) SOUTHWEST OF MCFARLAND AND 1.5 MI (2.4 KM)
 DQ4633'NORTH OF OREGON.
 DQ4633'
 DQ4633'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 DQ4633'HIGHWAY MM, ABOUT 2 MI (3.2 KM) NORTH OF THE VILLAGE OF OREGON, GO
 DQ4633'SOUTH ON COUNTY HIGHWAY MM FOR 0.15 MI (0.24 KM) TO COUNTY HIGHWAY M
 DQ4633'ON THE RIGHT.  TURN RIGHT AND GO WEST ON COUNTY HIGHWAY M FOR 0.55 MI
 DQ4633'(0.88 KM) TO A BRIDGE OVER THE UNION PACIFIC RAILROAD TRACKS AND THE
 DQ4633'STATION ON THE RIGHT.
 DQ4633'
 DQ4633'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4633'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE EAST END OF
 DQ4633'THE NORTH PARAPET WALL OF THE BRIDGE -B-13-0647- OVER THE UNION
 DQ4633'PACIFIC RAILROAD TRACKS.
 DQ4633'
 DQ4633'THE STATION IS 6.5 M (21.3 FT) NORTH OF THE CENTERLINE OF COUNTY
 DQ4633'HIGHWAY M, 1.75 M (5.7 FT) WEST OF A WOODEN POST WITH TIGER BOARD SIGN
 DQ4633'AND A WHITE PLASTIC WITNESS POST AND 0.9 M (3.0 FT) EAST OF AN
 DQ4633'EXPANSION JOINT IN THE PARAPET WALL.
 DQ4633'
 DQ4633'NOTE-THERE ARE NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4633'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5159 ***********************************************************************
 DQ5159  DESIGNATION -  9A218
 DQ5159  PID         -  DQ5159
 DQ5159  STATE/COUNTY-  WI/RICHLAND
 DQ5159  COUNTRY     -  US
 DQ5159  USGS QUAD   -  RICHLAND CENTER (2018)
 DQ5159
 DQ5159                         *CURRENT SURVEY CONTROL
 DQ5159  ______________________________________________________________________
 DQ5159* NAD 83(1986) POSITION- 43 20 35.47   (N) 090 23 32.20   (W)   HD_HELD1
 DQ5159* NAVD 88 ORTHO HEIGHT -   225.899 (meters)      741.14  (feet) ADJUSTED
 DQ5159  ______________________________________________________________________
 DQ5159  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 DQ5159  DYNAMIC HEIGHT  -        225.841 (meters)      740.95  (feet) COMP
 DQ5159  MODELED GRAVITY -    980,356.1   (mgal)                       NAVD 88
 DQ5159
 DQ5159  VERT ORDER      -  SECOND    CLASS I
 DQ5159
 DQ5159.The horizontal coordinates were determined by differentially corrected
 DQ5159.hand held GPS observations or other comparable positioning techniques
 DQ5159.and have an estimated accuracy of +/- 3 meters.
 DQ5159
 DQ5159.The orthometric height was determined by differential leveling and
 DQ5159.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5159.in July 2017.
 DQ5159
 DQ5159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5159.GEOID18 height accuracy estimate available here.
 DQ5159
 DQ5159.Click photographs - Photos may exist for this station.
 DQ5159
 DQ5159.The dynamic height is computed by dividing the NAVD 88
 DQ5159.geopotential number by the normal gravity value computed on the
 DQ5159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5159.degrees latitude (g = 980.6199 gals.).
 DQ5159
 DQ5159.The modeled gravity was interpolated from observed gravity values.
 DQ5159
 DQ5159;                    North         East    Units  Estimated Accuracy
 DQ5159;SPC WI S     -   149,289.8     568,194.1     MT  (+/- 3 meters HH1 GPS) 
 DQ5159
 DQ5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1136802228(NAD 83)
 DQ5159
 DQ5159                          SUPERSEDED SURVEY CONTROL
 DQ5159
 DQ5159.No superseded survey control is available for this station.
 DQ5159
 DQ5159_MARKER: DD = SURVEY DISK
 DQ5159_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ5159_SP_SET: RETAINING WALL
 DQ5159_STAMPING: 9A218 2016
 DQ5159_MARK LOGO: WIDT
 DQ5159_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ5159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5159+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5159
 DQ5159  HISTORY     - Date     Condition        Report By
 DQ5159  HISTORY     - 2016     MONUMENTED       WIDT
 DQ5159  HISTORY     - 20160710 GOOD             WIDT
 DQ5159
 DQ5159                          STATION DESCRIPTION
 DQ5159
 DQ5159'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5159'THE STATION IS IN THE CITY OF RICHLAND CENTER, APPROXIMATELY 14 MI
 DQ5159'(22.5 KM) NORTHWEST OF LONE ROCK, 10 MI (16.1 KM) NORTH OF MUSCODA AND
 DQ5159'7 MI (11.3 KM) EAST OF BOAZ.
 DQ5159'
 DQ5159'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 (ORANGE
 DQ5159'STREET) WITH STATE HIGHWAY 80 (MAIN STREET) IN THE CITY OF RICHLAND
 DQ5159'CENTER, GO NORTHWEST ON US HIGHWAY 14 (ORANGE STREET) FOR 0.35 MI
 DQ5159'(0.56 KM) TO COUNTY HIGHWAY N AND COUNTY HIGHWAY Q (SEMINARY STREET).
 DQ5159'CONTINUE NORTH ON US HIGHWAY 14 (ORANGE STREET) FOR 0.55 MI (0.88 KM)
 DQ5159'TO US HIGHWAY 14 WEST (SIXTH STREET).  TURN LEFT AND GO WEST ON US
 DQ5159'HIGHWAY 14 (6TH STREET) FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 DQ5159'LEFT, SET IN THE TOP OF THE WEST END OF A CONCRETE RETAINING WALL.
 DQ5159'
 DQ5159'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5159'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE WEST
 DQ5159'END OF A 25 CM (10 INCHES) WIDE CONCRETE RETAINING WALL, ABOUT LEVEL
 DQ5159'WITH SURROUNDING GRADE AND ABOUT 1 M (3.3 FT) HIGHER THAN PAVEMENT
 DQ5159'GRADE.  THE STATION IS 16.2 M (53.1 FT) SOUTH OF THE CENTERLINE OF US
 DQ5159'HIGHWAY 14 (6TH STREET), 22.9 M (75.1 FT) SOUTHEAST OF A STREET LIGHT
 DQ5159'POLE, 14.3 M (46.9 FT) SOUTHWEST OF A -NO PARKING ANY TIME- ROAD SIGN
 DQ5159'AND 0.6 M (2.0 FT) EAST OF THE WEST END OF THE CONCRETE RETAINING
 DQ5159'WALL.
 DQ5159'
 DQ5159'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5159'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5157 ***********************************************************************
 DQ5157  DESIGNATION -  9A219
 DQ5157  PID         -  DQ5157
 DQ5157  STATE/COUNTY-  WI/RICHLAND
 DQ5157  COUNTRY     -  US
 DQ5157  USGS QUAD   -  RICHLAND CENTER (2018)
 DQ5157
 DQ5157                         *CURRENT SURVEY CONTROL
 DQ5157  ______________________________________________________________________
 DQ5157* NAD 83(1986) POSITION- 43 22 00.90   (N) 090 22 52.43   (W)   HD_HELD1
 DQ5157* NAVD 88 ORTHO HEIGHT -   243.081 (meters)      797.51  (feet) ADJUSTED
 DQ5157  ______________________________________________________________________
 DQ5157  GEOID HEIGHT    -        -34.066 (meters)                     GEOID18
 DQ5157  DYNAMIC HEIGHT  -        243.020 (meters)      797.31  (feet) COMP
 DQ5157  MODELED GRAVITY -    980,360.6   (mgal)                       NAVD 88
 DQ5157
 DQ5157  VERT ORDER      -  SECOND    CLASS I
 DQ5157
 DQ5157.The horizontal coordinates were determined by differentially corrected
 DQ5157.hand held GPS observations or other comparable positioning techniques
 DQ5157.and have an estimated accuracy of +/- 3 meters.
 DQ5157
 DQ5157.The orthometric height was determined by differential leveling and
 DQ5157.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5157.in July 2017.
 DQ5157
 DQ5157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5157.GEOID18 height accuracy estimate available here.
 DQ5157
 DQ5157.Click photographs - Photos may exist for this station.
 DQ5157
 DQ5157.The dynamic height is computed by dividing the NAVD 88
 DQ5157.geopotential number by the normal gravity value computed on the
 DQ5157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5157.degrees latitude (g = 980.6199 gals.).
 DQ5157
 DQ5157.The modeled gravity was interpolated from observed gravity values.
 DQ5157
 DQ5157;                    North         East    Units  Estimated Accuracy
 DQ5157;SPC WI S     -   151,921.9     569,101.9     MT  (+/- 3 meters HH1 GPS) 
 DQ5157
 DQ5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1218104892(NAD 83)
 DQ5157
 DQ5157                          SUPERSEDED SURVEY CONTROL
 DQ5157
 DQ5157.No superseded survey control is available for this station.
 DQ5157
 DQ5157_MARKER: DD = SURVEY DISK
 DQ5157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5157_STAMPING: 9A219 2016
 DQ5157_MARK LOGO: WIDT
 DQ5157_PROJECTION: FLUSH
 DQ5157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5157+STABILITY: SURFACE MOTION
 DQ5157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5157+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DQ5157
 DQ5157  HISTORY     - Date     Condition        Report By
 DQ5157  HISTORY     - 2016     MONUMENTED       WIDT
 DQ5157  HISTORY     - 20160710 GOOD             WIDT
 DQ5157
 DQ5157                          STATION DESCRIPTION
 DQ5157
 DQ5157'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5157'THE STATION IS IN THE CITY OF RICHLAND CENTER, APPROXIMATELY 16 MI
 DQ5157'(25.7 KM) NORTHWEST OF LONE ROCK, 8 MI (12.9 KM) NORTHEAST OF BOAZ AND
 DQ5157'6 MI (9.7 KM) SOUTH OF ROCKBRIDGE.
 DQ5157'
 DQ5157'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 (ORANGE
 DQ5157'STREET) WITH STATE HIGHWAY 80 (MAIN STREET) IN THE CITY OF RICHLAND
 DQ5157'CENTER, GO NORTH ON STATE HIGHWAY 80 (MAIN STREET) FOR 1.15 MI (1.85
 DQ5157'KM) TO A BRIDGE OVER THE PINE RIVER.  CONTINUE NORTH ON STATE HIGHWAY
 DQ5157'80 (ALLISON PARK DRIVE) FOR 0.95 MI (1.53 KM) TO INDUSTRIAL DRIVE ON
 DQ5157'THE RIGHT.  TURN RIGHT AND GO EAST ON INDUSTRIAL DRIVE FOR 0.5 MI (0.8
 DQ5157'KM) TO COUNTY ROAD AA.  TURN LEFT AND GO NORTH ON COUNTY ROAD AA FOR
 DQ5157'0.4 MI (0.6 KM) TO BOWEN CIRCLE ON THE LEFT.  TURN LEFT AND GO WEST ON
 DQ5157'BOWEN CIRCLE FOR APPROXIMATELY 300 FT (91.4 M) TO EAST ROBB ROAD ON
 DQ5157'THE LEFT.  TURN LEFT AND GO SOUTH ON EAST ROBB ROAD FOR APPROXIMATELY
 DQ5157'150 FT (45.7 M) TO A DRIVEWAY FOR THE RICHLAND CENTER WATER UTILITY
 DQ5157'WELL NO. 6 BUILDING ON THE LEFT.
 DQ5157'
 DQ5157'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5157'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DQ5157'THE SOUTH SIDE OF THE 36 INCH (91 CM) DIAMETER, 12 FT (3.7 M) DEEP
 DQ5157'CONCRETE FOUNDATION FOR A CONTINUOUSLY OPERATING REFERENCE STATION.
 DQ5157'
 DQ5157'THE CONTINUOUSLY OPERATING REFERENCE STATION IS LOCATED 20.9 M (68.6
 DQ5157'FT) NORTHEAST OF THE BACK OF CURB OF ROBB ROAD, 18.7 M (61.4 FT)
 DQ5157'NORTHWEST OF THE NORTHWEST EDGE OF PAVEMENT FOR THE DRIVEWAY AND ABOUT
 DQ5157'18 M (59.1 FT) WEST OF THE WEST CORNER OF THE RICHLAND CENTER WATER
 DQ5157'UTILITY WELL NO. 6 BUILDING.
 DQ5157'
 DQ5157'NOTE-THIS STATION IS THE BASE MARK FOR A CONTINUOUSLY OPERATING
 DQ5157'REFERENCE STATION AND IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DQ5157'
 DQ5157'NOTE2-THE CONCRETE BASE FOUNDATION FOR THE CONTINUOUSLY OPERATING
 DQ5157'REFERENCE STATION WAS CONSTRUCTED IN 2011.  THE BASE MARK SURVEY DISK
 DQ5157'WAS SET IN 2016.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3527 ***********************************************************************
 DS3527  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3527  DESIGNATION -  9A220
 DS3527  PID         -  DS3527
 DS3527  STATE/COUNTY-  WI/WOOD
 DS3527  COUNTRY     -  US
 DS3527  USGS QUAD   -  MARSHFIELD (2018)
 DS3527
 DS3527                         *CURRENT SURVEY CONTROL
 DS3527  ______________________________________________________________________
 DS3527* NAD 83(2011) POSITION- 44 37 35.42939(N) 090 09 30.27547(W)   ADJUSTED
 DS3527* NAD 83(2011) ELLIP HT-   345.255 (meters)        (04/08/25)   ADJUSTED
 DS3527* NAD 83(2011) EPOCH   -  2010.00
 DS3527* NAVD 88 ORTHO HEIGHT -   379.37  (meters)     1244.6   (feet) GPS OBS
 DS3527  ______________________________________________________________________
 DS3527  GEOID HEIGHT    -        -34.112 (meters)                     GEOID18
 DS3527  NAD 83(2011) X  -    -12,571.657 (meters)                     COMP
 DS3527  NAD 83(2011) Y  - -4,547,072.139 (meters)                     COMP
 DS3527  NAD 83(2011) Z  -  4,458,146.712 (meters)                     COMP
 DS3527  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC18
 DS3527
 DS3527  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3527  Standards:
 DS3527         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3527            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3527  -------------------------------------------------------------------
 DS3527  NETWORK    0.37   0.57           0.17   0.13   0.29      0.00609079
 DS3527  -------------------------------------------------------------------
 DS3527  Click here for local accuracies and other accuracy information.
 DS3527
 DS3527.The horizontal coordinates were established by GPS observations
 DS3527.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3527
 DS3527.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3527.been affixed to the stable North American tectonic plate. See 
 DS3527.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3527
 DS3527.The horizontal coordinates are valid at the epoch date displayed above
 DS3527.which is a decimal equivalence of Year/Month/Day.
 DS3527
 DS3527.The orthometric height was determined by GPS observations and a
 DS3527.high-resolution geoid model using precise GPS observation and
 DS3527.processing techniques.
 DS3527
 DS3527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3527.GEOID18 height accuracy estimate available here.
 DS3527
 DS3527.Click photographs - Photos may exist for this station.
 DS3527
 DS3527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3527
 DS3527.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3527
 DS3527.The ellipsoidal height was determined by GPS observations
 DS3527.and is referenced to NAD 83.
 DS3527
 DS3527. The following values were computed from the NAD 83(2011) position.
 DS3527
 DS3527;                    North         East     Units Scale Factor Converg.
 DS3527;SPC WI C     -    88,148.290   587,429.641   MT  0.99995015   -0 06 42.4
 DS3527;SPC WI C     -   289,199.85  1,927,258.75   sFT  0.99995015   -0 06 42.4
 DS3527;UTM  15      - 4,945,389.832   725,412.321   MT  1.00022488   +1 59 49.2
 DS3527
 DS3527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3527!SPC WI C     -   0.99994587  x   0.99995015  =   0.99989602
 DS3527!UTM  15      -   0.99994587  x   1.00022488  =   1.00017074
 DS3527
 DS3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2541245389(NAD 83)
 DS3527
 DS3527                          SUPERSEDED SURVEY CONTROL
 DS3527
 DS3527.No superseded survey control is available for this station.
 DS3527
 DS3527_MARKER: DD = SURVEY DISK
 DS3527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3527_STAMPING: 9A220 2017
 DS3527_MARK LOGO: WIDT
 DS3527_PROJECTION: FLUSH
 DS3527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3527+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2024
 DS3527
 DS3527  HISTORY     - Date     Condition        Report By
 DS3527  HISTORY     - 2017     MONUMENTED       WIDT
 DS3527  HISTORY     - 20241009 GOOD             WIDT
 DS3527
 DS3527                          STATION DESCRIPTION
 DS3527
 DS3527'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3527'THE STATION IS 11 MI (18.2 KM) SOUTHEAST OF SPENCER, 3 MI (4.8 KM)
 DS3527'WEST-SOUTHWEST OF HEWITT, AND 3 MI (4.8 KM) SOUTH OF MARSHFIELD.
 DS3527'
 DS3527'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DS3527'HIGHWAY A (EXIT 187), ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF THE CITY OF
 DS3527'MARSHFIELD, GO NORTH ON COUNTY HIGHWAY A FOR 0.3 MI (0.5 KM) TO
 DS3527'HERITAGE ROAD, TURN LEFT AND GO WEST ON HERITAGE ROAD FOR 0.9 MI (1.4
 DS3527'KM) TO THE STATION ON THE LEFT, OPPOSITE AN ENTRANCE DRIVEWAY TO LANG
 DS3527'EQUIPMENT LLC.
 DS3527'
 DS3527'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3527'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3527'INCHES) DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) LOWER THAN PAVEMENT
 DS3527'GRADE.  THE STATION IS LOCATED 12.9 M (42.3 FT) SOUTH OF THE
 DS3527'CENTERLINE OF HERITAGE ROAD, 15.2 M (49.9 FT) WEST-SOUTHWEST OF A
 DS3527'WOODEN POST FOR A -NO PASSING- SIGN, 12.9 M (42.3 FT) EAST-SOUTHEAST
 DS3527'OF A METAL POST FOR A MAILBOX -8868- AND LOCATED IN BETWEEN TWO ORANGE
 DS3527'4X4 PLASTIC GUARD POSTS.
 DS3527'
 DS3527'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DS3527'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3526 ***********************************************************************
 DS3526  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3526  DESIGNATION -  9A221
 DS3526  PID         -  DS3526
 DS3526  STATE/COUNTY-  WI/WOOD
 DS3526  COUNTRY     -  US
 DS3526  USGS QUAD   -  MARSHFIELD (2018)
 DS3526
 DS3526                         *CURRENT SURVEY CONTROL
 DS3526  ______________________________________________________________________
 DS3526* NAD 83(2011) POSITION- 44 37 34.76186(N) 090 07 33.88215(W)   ADJUSTED
 DS3526* NAD 83(2011) ELLIP HT-   337.598 (meters)        (04/08/25)   ADJUSTED
 DS3526* NAD 83(2011) EPOCH   -  2010.00
 DS3526* NAVD 88 ORTHO HEIGHT -   371.77  (meters)     1219.7   (feet) GPS OBS
 DS3526  ______________________________________________________________________
 DS3526  GEOID HEIGHT    -        -34.176 (meters)                     GEOID18
 DS3526  NAD 83(2011) X  -    -10,005.804 (meters)                     COMP
 DS3526  NAD 83(2011) Y  - -4,547,087.535 (meters)                     COMP
 DS3526  NAD 83(2011) Z  -  4,458,126.667 (meters)                     COMP
 DS3526  LAPLACE CORR    -         -5.27  (seconds)                    DEFLEC18
 DS3526
 DS3526  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3526  Standards:
 DS3526         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3526            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3526  -------------------------------------------------------------------
 DS3526  NETWORK    0.37   0.55           0.17   0.13   0.28      0.06670734
 DS3526  -------------------------------------------------------------------
 DS3526  Click here for local accuracies and other accuracy information.
 DS3526
 DS3526.The horizontal coordinates were established by GPS observations
 DS3526.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3526
 DS3526.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3526.been affixed to the stable North American tectonic plate. See 
 DS3526.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3526
 DS3526.The horizontal coordinates are valid at the epoch date displayed above
 DS3526.which is a decimal equivalence of Year/Month/Day.
 DS3526
 DS3526.The orthometric height was determined by GPS observations and a
 DS3526.high-resolution geoid model using precise GPS observation and
 DS3526.processing techniques.
 DS3526
 DS3526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3526.GEOID18 height accuracy estimate available here.
 DS3526
 DS3526.Click photographs - Photos may exist for this station.
 DS3526
 DS3526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3526
 DS3526.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3526
 DS3526.The ellipsoidal height was determined by GPS observations
 DS3526.and is referenced to NAD 83.
 DS3526
 DS3526. The following values were computed from the NAD 83(2011) position.
 DS3526
 DS3526;                    North         East     Units Scale Factor Converg.
 DS3526;SPC WI C     -    88,123.192   589,995.219   MT  0.99995016   -0 05 20.2
 DS3526;SPC WI C     -   289,117.51  1,935,675.98   sFT  0.99995016   -0 05 20.2
 DS3526;UTM  15      - 4,945,459.173   727,977.808   MT  1.00023919   +2 01 11.1
 DS3526
 DS3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3526!SPC WI C     -   0.99994707  x   0.99995016  =   0.99989723
 DS3526!UTM  15      -   0.99994707  x   1.00023919  =   1.00018625
 DS3526
 DS3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2797745459(NAD 83)
 DS3526
 DS3526                          SUPERSEDED SURVEY CONTROL
 DS3526
 DS3526.No superseded survey control is available for this station.
 DS3526
 DS3526_MARKER: DD = SURVEY DISK
 DS3526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3526_STAMPING: 9A221 2017
 DS3526_MARK LOGO: WIDT
 DS3526_PROJECTION: FLUSH
 DS3526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3526+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2024
 DS3526
 DS3526  HISTORY     - Date     Condition        Report By
 DS3526  HISTORY     - 2017     MONUMENTED       WIDT
 DS3526  HISTORY     - 20241009 GOOD             WIDT
 DS3526
 DS3526                          STATION DESCRIPTION
 DS3526
 DS3526'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3526'THE STATION IS 5 MI (8.0 KM) WEST OF AUBURNDALE, 4 MI (6.4 KM)
 DS3526'SOUTHEAST OF MARSHFIELD, AND 1.5 MI (2.4 KM) SOUTHWEST OF HEWITT.
 DS3526'
 DS3526'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DS3526'HIGHWAY A (EXIT 187), ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF THE CITY OF
 DS3526'MARSHFIELD, GO NORTH ON COUNTY HIGHWAY A FOR 0.3 MI (0.5 KM) TO
 DS3526'HERITAGE ROAD, TURN RIGHT AND GO EAST ON HERITAGE ROAD FOR 0.6 MI (1.0
 DS3526'KM) TO THE STATION ON THE RIGHT.
 DS3526'
 DS3526'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3526'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3526'INCHES) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE PAVEMENT GRADE.
 DS3526'THE STATION IS 9.3 M (30.5 FT) SOUTH OF THE CENTERLINE OF HERITAGE
 DS3526'ROAD, 44.6 M (146.3 FT) SOUTHWEST OF A METAL POWER POLE WITH TWO GUY
 DS3526'WIRES, 38.2 M (125.3 FT) SOUTHEAST OF A POWER POLE WITH A SINGLE GUY
 DS3526'WIRE AND LOCATED IN THE CENTER OF TRIANGLE FORMED BY THREE WHITE
 DS3526'PLASTIC WITNESS POSTS.
 DS3526'
 DS3526'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DS3526'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3529 ***********************************************************************
 DS3529  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3529  DESIGNATION -  9A222
 DS3529  PID         -  DS3529
 DS3529  STATE/COUNTY-  WI/MARATHON
 DS3529  COUNTRY     -  US
 DS3529  USGS QUAD   -  MARSHFIELD (2018)
 DS3529
 DS3529                         *CURRENT SURVEY CONTROL
 DS3529  ______________________________________________________________________
 DS3529* NAD 83(2011) POSITION- 44 41 54.76245(N) 090 09 37.30280(W)   ADJUSTED
 DS3529* NAD 83(2011) ELLIP HT-   350.815 (meters)        (04/08/25)   ADJUSTED
 DS3529* NAD 83(2011) EPOCH   -  2010.00
 DS3529* NAVD 88 ORTHO HEIGHT -   384.77  (meters)     1262.4   (feet) GPS OBS
 DS3529  ______________________________________________________________________
 DS3529  GEOID HEIGHT    -        -33.952 (meters)                     GEOID18
 DS3529  NAD 83(2011) X  -    -12,710.834 (meters)                     COMP
 DS3529  NAD 83(2011) Y  - -4,541,448.340 (meters)                     COMP
 DS3529  NAD 83(2011) Z  -  4,463,844.648 (meters)                     COMP
 DS3529  LAPLACE CORR    -         -6.67  (seconds)                    DEFLEC18
 DS3529
 DS3529  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3529  Standards:
 DS3529         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3529            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3529  -------------------------------------------------------------------
 DS3529  NETWORK    0.33   0.49           0.15   0.12   0.25      0.03914292
 DS3529  -------------------------------------------------------------------
 DS3529  Click here for local accuracies and other accuracy information.
 DS3529
 DS3529.The horizontal coordinates were established by GPS observations
 DS3529.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3529
 DS3529.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3529.been affixed to the stable North American tectonic plate. See 
 DS3529.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3529
 DS3529.The horizontal coordinates are valid at the epoch date displayed above
 DS3529.which is a decimal equivalence of Year/Month/Day.
 DS3529
 DS3529.The orthometric height was determined by GPS observations and a
 DS3529.high-resolution geoid model using precise GPS observation and
 DS3529.processing techniques.
 DS3529
 DS3529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3529.GEOID18 height accuracy estimate available here.
 DS3529
 DS3529.Click photographs - Photos may exist for this station.
 DS3529
 DS3529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3529
 DS3529.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3529
 DS3529.The ellipsoidal height was determined by GPS observations
 DS3529.and is referenced to NAD 83.
 DS3529
 DS3529. The following values were computed from the NAD 83(2011) position.
 DS3529
 DS3529;                    North         East     Units Scale Factor Converg.
 DS3529;SPC WI C     -    96,153.280   587,290.549   MT  0.99994549   -0 06 47.3
 DS3529;SPC WI C     -   315,462.89  1,926,802.41   sFT  0.99994549   -0 06 47.3
 DS3529;UTM  15      - 4,953,386.479   724,978.468   MT  1.00022247   +1 59 53.4
 DS3529
 DS3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3529!SPC WI C     -   0.99994500  x   0.99994549  =   0.99989049
 DS3529!UTM  15      -   0.99994500  x   1.00022247  =   1.00016746
 DS3529
 DS3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2497853386(NAD 83)
 DS3529
 DS3529                          SUPERSEDED SURVEY CONTROL
 DS3529
 DS3529.No superseded survey control is available for this station.
 DS3529
 DS3529_MARKER: DD = SURVEY DISK
 DS3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3529_STAMPING: 9A222 2017
 DS3529_MARK LOGO: WIDT
 DS3529_PROJECTION: FLUSH
 DS3529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3529+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2024
 DS3529
 DS3529  HISTORY     - Date     Condition        Report By
 DS3529  HISTORY     - 2024     MONUMENTED       WIDT
 DS3529  HISTORY     - 20241009 GOOD             WIDT
 DS3529
 DS3529                          STATION DESCRIPTION
 DS3529
 DS3529'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3529'THE STATION IS 8 MI (12.9 KM) SOUTHWEST OF STRATFORD, 8 MI (12.9 KM)
 DS3529'SOUTHEAST OF SPENCER, AND 2 MI (3.2 KM) NORTH OF MARSHFIELD.
 DS3529'
 DS3529'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 WITH COUNTY
 DS3529'HIGHWAY E JUST NORTH OF THE CITY OF MARSHFIELD, GO NORTH ON COUNTY
 DS3529'HIGHWAY E FOR 0.5 MI (0.8 KM) TO ZYG STREET ON THE RIGHT, CONTINUE
 DS3529'NORTH ON COUNTY HIGHWAY E FOR 0.25 MI (0.4 KM) TO THE STATION ON THE
 DS3529'LEFT.
 DS3529'
 DS3529'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3529'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3529'INCHES) DIAMETER CONCRETE POST ABOUT LEVEL WITH HIGHWAY GRADE.  THE
 DS3529'STATION IS 22.6 M (74.1 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DS3529'E, 129 M (423.2 FT) SOUTH OF MANN STREET, 27.7 M (90.9 FT)
 DS3529'NORTH-NORTHWEST OF A WOODEN UTILITY POLE WITH A GUY WIRE AND TWO YARD
 DS3529'LIGHTS, 21 M (68.9 FT) SOUTH OF THE EXTENDED CENTER OF A RESIDENTIAL
 DS3529'DRIVEWAY -201591-, 10 M (32.8 FT) NORTH OF A GRAVEL PARKING AREA, 3 M
 DS3529'(9.8 FT) WEST OF THE TOP OF BACKSLOPE, AND 0.8 M (2.6 FT) EAST OF A
 DS3529'WHITE PLASTIC WITNESS POST.
 DS3529'
 DS3529'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST (OPPOSITE THE
 DS3529'HIGHWAY) EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  NOTE2-THIS
 DS3529'STATION IS LOCATED OUTSIDE OF COUNTY HIGHWAY E RIGHT-OF-WAY.  PLEASE
 DS3529'BE RESPECTFUL OF THE ADJACENT PROPERTY OWNERS THAT GRANTED PERMISSION
 DS3529'FOR CONSTRUCTION OF THE GEODETIC SURVEY CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3530 ***********************************************************************
 DS3530  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3530  DESIGNATION -  9A223
 DS3530  PID         -  DS3530
 DS3530  STATE/COUNTY-  WI/MARATHON
 DS3530  COUNTRY     -  US
 DS3530  USGS QUAD   -  MARSHFIELD (2018)
 DS3530
 DS3530                         *CURRENT SURVEY CONTROL
 DS3530  ______________________________________________________________________
 DS3530* NAD 83(2011) POSITION- 44 42 35.58895(N) 090 09 37.17001(W)   ADJUSTED
 DS3530* NAD 83(2011) ELLIP HT-   359.018 (meters)        (04/08/25)   ADJUSTED
 DS3530* NAD 83(2011) EPOCH   -  2010.00
 DS3530* NAVD 88 ORTHO HEIGHT -   392.93  (meters)     1289.1   (feet) GPS OBS
 DS3530  ______________________________________________________________________
 DS3530  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 DS3530  NAD 83(2011) X  -    -12,705.446 (meters)                     COMP
 DS3530  NAD 83(2011) Y  - -4,540,567.617 (meters)                     COMP
 DS3530  NAD 83(2011) Z  -  4,464,746.185 (meters)                     COMP
 DS3530  LAPLACE CORR    -         -6.70  (seconds)                    DEFLEC18
 DS3530
 DS3530  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3530  Standards:
 DS3530         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3530            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3530  -------------------------------------------------------------------
 DS3530  NETWORK    0.37   0.55           0.17   0.13   0.28      0.00656032
 DS3530  -------------------------------------------------------------------
 DS3530  Click here for local accuracies and other accuracy information.
 DS3530
 DS3530.The horizontal coordinates were established by GPS observations
 DS3530.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3530
 DS3530.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3530.been affixed to the stable North American tectonic plate. See 
 DS3530.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3530
 DS3530.The horizontal coordinates are valid at the epoch date displayed above
 DS3530.which is a decimal equivalence of Year/Month/Day.
 DS3530
 DS3530.The orthometric height was determined by GPS observations and a
 DS3530.high-resolution geoid model using precise GPS observation and
 DS3530.processing techniques.
 DS3530
 DS3530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3530.GEOID18 height accuracy estimate available here.
 DS3530
 DS3530.Click photographs - Photos may exist for this station.
 DS3530
 DS3530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3530
 DS3530.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3530
 DS3530.The ellipsoidal height was determined by GPS observations
 DS3530.and is referenced to NAD 83.
 DS3530
 DS3530. The following values were computed from the NAD 83(2011) position.
 DS3530
 DS3530;                    North         East     Units Scale Factor Converg.
 DS3530;SPC WI C     -    97,413.449   587,295.960   MT  0.99994490   -0 06 47.2
 DS3530;SPC WI C     -   319,597.29  1,926,820.16   sFT  0.99994490   -0 06 47.2
 DS3530;UTM  15      - 4,954,646.341   724,937.434   MT  1.00022224   +1 59 54.9
 DS3530
 DS3530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3530!SPC WI C     -   0.99994371  x   0.99994490  =   0.99988862
 DS3530!UTM  15      -   0.99994371  x   1.00022224  =   1.00016594
 DS3530
 DS3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2493754646(NAD 83)
 DS3530
 DS3530                          SUPERSEDED SURVEY CONTROL
 DS3530
 DS3530.No superseded survey control is available for this station.
 DS3530
 DS3530_MARKER: DD = SURVEY DISK
 DS3530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3530_STAMPING: 9A223 2017
 DS3530_MARK LOGO: WIDT
 DS3530_PROJECTION: FLUSH
 DS3530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3530+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2024
 DS3530
 DS3530  HISTORY     - Date     Condition        Report By
 DS3530  HISTORY     - 2017     MONUMENTED       WIDT
 DS3530  HISTORY     - 20241009 GOOD             WIDT
 DS3530
 DS3530                          STATION DESCRIPTION
 DS3530
 DS3530'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3530'THE STATION IS 7 MI (11.2 KM) SOUTHEAST OF SPENCER, 7 MI (11.2 KM)
 DS3530'SOUTHWEST OF STRATFORD, AND 3 MI (4.8 KM) NORTH OF MARSHFIELD.
 DS3530'
 DS3530'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 WITH COUNTY
 DS3530'HIGHWAY E JUST NORTH OF THE CITY OF MARSHFIELD, GO NORTH ON COUNTY
 DS3530'HIGHWAY E FOR 1.4 MI (2.3 KM) TO HATIMAR LANE ON THE LEFT, CONTINUE
 DS3530'NORTH ON COUNTY HIGHWAY E FOR 0.1 MI (0.16 KM) TO THE STATION ON THE
 DS3530'LEFT.
 DS3530'
 DS3530'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3530'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3530'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN
 DS3530'HIGHWAY GRADE.  THE STATION IS 11.8 M (38.7 FT) WEST OF THE CENTERLINE
 DS3530'OF COUNTY HIGHWAY E, 15 M (49.2 FT) NORTH OF THE CENTER OF A GRAVEL
 DS3530'ENTRANCE TO MARSHFIELD SADDLE CLUB, 30.3 M (99.4 FT) SOUTHEAST OF A
 DS3530'WOODEN POWER POLE WITH ELECTRIC METER, 25.5 M (83.7 FT) WEST-SOUTHWEST
 DS3530'OF A METAL POWER POLE WITH GUY WIRE, 6.3 M (20.7 FT) NORTH OF A METAL
 DS3530'POST FOR AN ADDRESS SIGN -202788-, AND 0.2 M (0.7 FT) EAST OF A WHITE
 DS3530'PLASTIC WITNESS POST.
 DS3530'
 DS3530'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DS3530'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3531 ***********************************************************************
 DS3531  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3531  DESIGNATION -  9A224
 DS3531  PID         -  DS3531
 DS3531  STATE/COUNTY-  WI/MARATHON
 DS3531  COUNTRY     -  US
 DS3531  USGS QUAD   -  MARSHFIELD (2018)
 DS3531
 DS3531                         *CURRENT SURVEY CONTROL
 DS3531  ______________________________________________________________________
 DS3531* NAD 83(2011) POSITION- 44 43 32.14107(N) 090 09 37.52190(W)   ADJUSTED
 DS3531* NAD 83(2011) ELLIP HT-   358.513 (meters)        (04/08/25)   ADJUSTED
 DS3531* NAD 83(2011) EPOCH   -  2010.00
 DS3531* NAVD 88 ORTHO HEIGHT -   392.37  (meters)     1287.3   (feet) GPS OBS
 DS3531  ______________________________________________________________________
 DS3531  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 DS3531  NAD 83(2011) X  -    -12,709.752 (meters)                     COMP
 DS3531  NAD 83(2011) Y  - -4,539,338.890 (meters)                     COMP
 DS3531  NAD 83(2011) Z  -  4,465,986.344 (meters)                     COMP
 DS3531  LAPLACE CORR    -         -6.82  (seconds)                    DEFLEC18
 DS3531
 DS3531  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3531  Standards:
 DS3531         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3531            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3531  -------------------------------------------------------------------
 DS3531  NETWORK    0.37   0.53           0.17   0.13   0.27      0.03060422
 DS3531  -------------------------------------------------------------------
 DS3531  Click here for local accuracies and other accuracy information.
 DS3531
 DS3531.The horizontal coordinates were established by GPS observations
 DS3531.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3531
 DS3531.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3531.been affixed to the stable North American tectonic plate. See 
 DS3531.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3531
 DS3531.The horizontal coordinates are valid at the epoch date displayed above
 DS3531.which is a decimal equivalence of Year/Month/Day.
 DS3531
 DS3531.The orthometric height was determined by GPS observations and a
 DS3531.high-resolution geoid model using precise GPS observation and
 DS3531.processing techniques.
 DS3531
 DS3531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3531.GEOID18 height accuracy estimate available here.
 DS3531
 DS3531.Click photographs - Photos may exist for this station.
 DS3531
 DS3531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3531
 DS3531.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3531
 DS3531.The ellipsoidal height was determined by GPS observations
 DS3531.and is referenced to NAD 83.
 DS3531
 DS3531. The following values were computed from the NAD 83(2011) position.
 DS3531
 DS3531;                    North         East     Units Scale Factor Converg.
 DS3531;SPC WI C     -    99,159.038   587,291.663   MT  0.99994414   -0 06 47.5
 DS3531;SPC WI C     -   325,324.28  1,926,806.06   sFT  0.99994414   -0 06 47.5
 DS3531;UTM  15      - 4,956,391.070   724,868.791   MT  1.00022186   +1 59 56.7
 DS3531
 DS3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3531!SPC WI C     -   0.99994379  x   0.99994414  =   0.99988793
 DS3531!UTM  15      -   0.99994379  x   1.00022186  =   1.00016564
 DS3531
 DS3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2486856391(NAD 83)
 DS3531
 DS3531                          SUPERSEDED SURVEY CONTROL
 DS3531
 DS3531.No superseded survey control is available for this station.
 DS3531
 DS3531_MARKER: DD = SURVEY DISK
 DS3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3531_STAMPING: 9A224 2017
 DS3531_MARK LOGO: WIDT
 DS3531_PROJECTION: FLUSH
 DS3531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3531+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2024
 DS3531
 DS3531  HISTORY     - Date     Condition        Report By
 DS3531  HISTORY     - 2017     MONUMENTED       WIDT
 DS3531  HISTORY     - 20241009 GOOD             WIDT
 DS3531
 DS3531                          STATION DESCRIPTION
 DS3531
 DS3531'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3531'THE STATION IS 7 MI (11.2 KM) EAST-SOUTHEAST OF SPENCER, 6.5 MI (10.4
 DS3531'KM) SOUTHWEST OF STRATFORD, AND 4 MI (6.4 KM) NORTH OF MARSHFIELD.
 DS3531'
 DS3531'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 WITH COUNTY
 DS3531'HIGHWAY E JUST NORTH OF THE CITY OF MARSHFIELD, GO NORTH ON COUNTY
 DS3531'HIGHWAY E FOR 1.95 MI (3.14 KM) TO FELTON LANE ON THE RIGHT, CONTINUE
 DS3531'NORTH ON COUNTY HIGHWAY E FOR 0.5 MI (0.8 KM) TO THE STATION ON THE
 DS3531'LEFT.
 DS3531'
 DS3531'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3531'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3531'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN
 DS3531'HIGHWAY GRADE.  THE STATION IS 11.7 M (38.4 FT) WEST OF THE CENTERLINE
 DS3531'OF COUNTY HIGHWAY E, 38.4 M (126.0 FT) NORTHWEST OF A POWER POLE
 DS3531'-12291-, 31.9 M (104.7 FT) SOUTHWEST OF A WOODEN CORNER FENCE POST, 18
 DS3531'M (59.1 FT) SOUTH OF A FIELD ENTRANCE AND LOCATED IN BETWEEN TWO WHITE
 DS3531'PLASTIC WITNESS POSTS.
 DS3531'
 DS3531'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DS3531'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3534 ***********************************************************************
 DS3534  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3534  DESIGNATION -  9A226
 DS3534  PID         -  DS3534
 DS3534  STATE/COUNTY-  WI/MARATHON
 DS3534  COUNTRY     -  US
 DS3534  USGS QUAD   -  LITTLE ROSE (2018)
 DS3534
 DS3534                         *CURRENT SURVEY CONTROL
 DS3534  ______________________________________________________________________
 DS3534* NAD 83(2011) POSITION- 44 52 23.20511(N) 090 13 03.93113(W)   ADJUSTED
 DS3534* NAD 83(2011) ELLIP HT-   367.109 (meters)        (04/08/25)   ADJUSTED
 DS3534* NAD 83(2011) EPOCH   -  2010.00
 DS3534* NAVD 88 ORTHO HEIGHT -   400.38  (meters)     1313.6   (feet) GPS OBS
 DS3534  ______________________________________________________________________
 DS3534  GEOID HEIGHT    -        -33.266 (meters)                     GEOID18
 DS3534  NAD 83(2011) X  -    -17,208.381 (meters)                     COMP
 DS3534  NAD 83(2011) Y  - -4,527,778.252 (meters)                     COMP
 DS3534  NAD 83(2011) Z  -  4,477,625.422 (meters)                     COMP
 DS3534  LAPLACE CORR    -         -6.39  (seconds)                    DEFLEC18
 DS3534
 DS3534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3534  Standards:
 DS3534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3534  -------------------------------------------------------------------
 DS3534  NETWORK    0.35   0.51           0.16   0.12   0.26      0.00494643
 DS3534  -------------------------------------------------------------------
 DS3534  Click here for local accuracies and other accuracy information.
 DS3534
 DS3534.The horizontal coordinates were established by GPS observations
 DS3534.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3534
 DS3534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3534.been affixed to the stable North American tectonic plate. See 
 DS3534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3534
 DS3534.The horizontal coordinates are valid at the epoch date displayed above
 DS3534.which is a decimal equivalence of Year/Month/Day.
 DS3534
 DS3534.The orthometric height was determined by GPS observations and a
 DS3534.high-resolution geoid model using precise GPS observation and
 DS3534.processing techniques.
 DS3534
 DS3534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3534.GEOID18 height accuracy estimate available here.
 DS3534
 DS3534.Click photographs - Photos may exist for this station.
 DS3534
 DS3534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3534
 DS3534.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3534
 DS3534.The ellipsoidal height was determined by GPS observations
 DS3534.and is referenced to NAD 83.
 DS3534
 DS3534. The following values were computed from the NAD 83(2011) position.
 DS3534
 DS3534;                    North         East     Units Scale Factor Converg.
 DS3534;SPC WI C     -   115,561.938   582,793.607   MT  0.99994071   -0 09 13.1
 DS3534;SPC WI C     -   379,139.46  1,912,048.69   sFT  0.99994071   -0 09 13.1
 DS3534;UTM  15      - 4,972,621.122   719,767.128   MT  1.00019394   +1 57 49.5
 DS3534
 DS3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3534!SPC WI C     -   0.99994244  x   0.99994071  =   0.99988316
 DS3534!UTM  15      -   0.99994244  x   1.00019394  =   1.00013637
 DS3534
 DS3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1976772621(NAD 83)
 DS3534
 DS3534                          SUPERSEDED SURVEY CONTROL
 DS3534
 DS3534.No superseded survey control is available for this station.
 DS3534
 DS3534_MARKER: DD = SURVEY DISK
 DS3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3534_STAMPING: 9A226 2017
 DS3534_MARK LOGO: WIDT
 DS3534_PROJECTION: FLUSH
 DS3534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3534+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2024
 DS3534
 DS3534  HISTORY     - Date     Condition        Report By
 DS3534  HISTORY     - 2017     MONUMENTED       WIDT
 DS3534  HISTORY     - 20241010 GOOD             WIDT
 DS3534
 DS3534                          STATION DESCRIPTION
 DS3534
 DS3534'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3534'THE STATION IS 8 MI (12.9) NORTHWEST OF STRATFORD, 7 MI (11.2 KM)
 DS3534'SOUTHEAST OF ABBOTSFORD AND 5 MI (8.0 KM) NORTHEAST OF UNITY.      TO
 DS3534'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (DIVISION
 DS3534'STREET) WITH COUNTY HIGHWAY N (MONROE STREET) IN THE CITY OF COLBY, GO
 DS3534'EAST ON COUNTY HIGHWAY N FOR 4.7 MI (7.6 KM) TO COUNTY HIGHWAY F ON
 DS3534'THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY F FOR 2.0 MI (3.2
 DS3534'KM) TO CHOKECHERRY ROAD, TURN LEFT AND GO EAST ON CHOKECHERRY ROAD FOR
 DS3534'APPROXIMATELY 95 FT (29.0 M) TO THE STATION ON THE RIGHT.
 DS3534'
 DS3534'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3534'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3534'INCHES) DIAMETER CONCRETE POST, ABOUT 0.5 M (1.6 FT) LOWER THAN ROAD
 DS3534'GRADE.  THE STATION IS 10 M (32.8 FT) SOUTH OF THE CENTER OF
 DS3534'CHOKECHERRY ROAD, 28.9 M (94.8 FT) EAST OF THE CENTERLINE OF COUNTY
 DS3534'HIGHWAY F, 7.5 M (24.6 FT) SOUTHEAST OF A METAL POST FOR AN -ATV
 DS3534'ROUTE- SIGN AND LOCATED IN THE CENTER OF TRIANGLE FORMED BY THREE
 DS3534'WHITE PLASTIC WITNESS POSTS.
 DS3534'
 DS3534'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DS3534'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES DIRECTLY OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3533 ***********************************************************************
 DS3533  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3533  DESIGNATION -  9A227
 DS3533  PID         -  DS3533
 DS3533  STATE/COUNTY-  WI/MARATHON
 DS3533  COUNTRY     -  US
 DS3533  USGS QUAD   -  WIEN (2018)
 DS3533
 DS3533                         *CURRENT SURVEY CONTROL
 DS3533  ______________________________________________________________________
 DS3533* NAD 83(2011) POSITION- 44 54 07.53940(N) 090 01 31.20974(W)   ADJUSTED
 DS3533* NAD 83(2011) ELLIP HT-   368.993 (meters)        (04/08/25)   ADJUSTED
 DS3533* NAD 83(2011) EPOCH   -  2010.00
 DS3533* NAVD 88 ORTHO HEIGHT -   402.71  (meters)     1321.2   (feet) GPS OBS
 DS3533  ______________________________________________________________________
 DS3533  GEOID HEIGHT    -        -33.720 (meters)                     GEOID18
 DS3533  NAD 83(2011) X  -     -2,001.181 (meters)                     COMP
 DS3533  NAD 83(2011) Y  - -4,525,538.787 (meters)                     COMP
 DS3533  NAD 83(2011) Z  -  4,479,908.746 (meters)                     COMP
 DS3533  LAPLACE CORR    -         -7.56  (seconds)                    DEFLEC18
 DS3533
 DS3533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3533  Standards:
 DS3533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3533  -------------------------------------------------------------------
 DS3533  NETWORK    0.41   0.61           0.19   0.14   0.31      0.01967546
 DS3533  -------------------------------------------------------------------
 DS3533  Click here for local accuracies and other accuracy information.
 DS3533
 DS3533.The horizontal coordinates were established by GPS observations
 DS3533.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3533
 DS3533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3533.been affixed to the stable North American tectonic plate. See 
 DS3533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3533
 DS3533.The horizontal coordinates are valid at the epoch date displayed above
 DS3533.which is a decimal equivalence of Year/Month/Day.
 DS3533
 DS3533.The orthometric height was determined by GPS observations and a
 DS3533.high-resolution geoid model using precise GPS observation and
 DS3533.processing techniques.
 DS3533
 DS3533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3533.GEOID18 height accuracy estimate available here.
 DS3533
 DS3533.Click photographs - Photos may exist for this station.
 DS3533
 DS3533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3533
 DS3533.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3533
 DS3533.The ellipsoidal height was determined by GPS observations
 DS3533.and is referenced to NAD 83.
 DS3533
 DS3533. The following values were computed from the NAD 83(2011) position.
 DS3533
 DS3533;                    North         East     Units Scale Factor Converg.
 DS3533;SPC WI C     -   118,759.718   597,999.053   MT  0.99994081   -0 01 04.4
 DS3533;SPC WI C     -   389,630.84  1,961,935.23   sFT  0.99994081   -0 01 04.4
 DS3533;UTM  15      - 4,976,379.787   734,848.449   MT  1.00027825   +2 06 02.8
 DS3533;UTM  16      - 4,976,527.786   261,150.996   MT  1.00030156   -2 08 11.7
 DS3533
 DS3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3533!SPC WI C     -   0.99994215  x   0.99994081  =   0.99988296
 DS3533!UTM  15      -   0.99994215  x   1.00027825  =   1.00022038
 DS3533!UTM  16      -   0.99994215  x   1.00030156  =   1.00024369
 DS3533
 DS3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3484876379(NAD 83)
 DS3533
 DS3533                          SUPERSEDED SURVEY CONTROL
 DS3533
 DS3533.No superseded survey control is available for this station.
 DS3533
 DS3533_MARKER: DD = SURVEY DISK
 DS3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3533_STAMPING: 9A227 2017
 DS3533_MARK LOGO: WIDT
 DS3533_PROJECTION: FLUSH
 DS3533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3533+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2024
 DS3533
 DS3533  HISTORY     - Date     Condition        Report By
 DS3533  HISTORY     - 2017     MONUMENTED       WIDT
 DS3533  HISTORY     - 20241008 GOOD             WIDT
 DS3533
 DS3533                          STATION DESCRIPTION
 DS3533
 DS3533'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3533'THE STATION IS 9 MI (14.5 KM) SOUTH-SOUTHEAST OF ATHENS, 7 MI (12.9
 DS3533'KM) NORTH-NORTHEAST OF STRATFORD, AND 3 MI (4.8 KM) SOUTHWEST OF
 DS3533'EDGAR.
 DS3533'
 DS3533'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DS3533'HIGHWAY 97 (EXIT 145), ABOUT 12 MI (19.3 KM) EAST OF THE CITY OF
 DS3533'ABBOTSFORD, GO SOUTH ON STATE HIGHWAY 97 FOR 3.0 MI (4.8 KM) TO COUNTY
 DS3533'HIGHWAY N, TURN LEFT AND GO EAST ON COUNTY HIGHWAY N FOR 2.6 MI (4.2
 DS3533'KM) TO COUNTY HIGHWAY M AND THE STATION ON THE LEFT.
 DS3533'
 DS3533'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3533'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3533'INCHES) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DS3533'THE STATION IS 9.6 M (31.5 FT) WEST OF THE EDGE OF PAVEMENT OF COUNTY
 DS3533'HIGHWAY M, 19.7 M (64.6 FT) NORTH OF THE EDGE OF PAVEMENT OF COUNTY
 DS3533'HIGHWAY N, 27 M (88.6 FT) SOUTH OF THE CENTER OF THE ENTRANCE DRIVE
 DS3533'FOR THE WIEN TOWN HALL -224130- AND 2.0 M (6.6 FT) EAST OF THE EDGE OF
 DS3533'PAVEMENT OF A PARKING LOT.
 DS3533'
 DS3533'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DS3533'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3532 ***********************************************************************
 DS3532  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3532  DESIGNATION -  9A228
 DS3532  PID         -  DS3532
 DS3532  STATE/COUNTY-  WI/MARATHON
 DS3532  COUNTRY     -  US
 DS3532  USGS QUAD   -  WIEN (2018)
 DS3532
 DS3532                         *CURRENT SURVEY CONTROL
 DS3532  ______________________________________________________________________
 DS3532* NAD 83(2011) POSITION- 44 54 06.70228(N) 090 00 47.61440(W)   ADJUSTED
 DS3532* NAD 83(2011) ELLIP HT-   369.174 (meters)        (04/08/25)   ADJUSTED
 DS3532* NAD 83(2011) EPOCH   -  2010.00
 DS3532* NAVD 88 ORTHO HEIGHT -   402.93  (meters)     1321.9   (feet) GPS OBS
 DS3532  ______________________________________________________________________
 DS3532  GEOID HEIGHT    -        -33.755 (meters)                     GEOID18
 DS3532  NAD 83(2011) X  -     -1,044.685 (meters)                     COMP
 DS3532  NAD 83(2011) Y  - -4,525,557.479 (meters)                     COMP
 DS3532  NAD 83(2011) Z  -  4,479,890.569 (meters)                     COMP
 DS3532  LAPLACE CORR    -         -7.47  (seconds)                    DEFLEC18
 DS3532
 DS3532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3532  Standards:
 DS3532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3532  -------------------------------------------------------------------
 DS3532  NETWORK    0.37   0.57           0.17   0.13   0.29      0.02196761
 DS3532  -------------------------------------------------------------------
 DS3532  Click here for local accuracies and other accuracy information.
 DS3532
 DS3532.The horizontal coordinates were established by GPS observations
 DS3532.and adjusted by the WI DEPT OF TRANSP in April 2025.
 DS3532
 DS3532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3532.been affixed to the stable North American tectonic plate. See 
 DS3532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3532
 DS3532.The horizontal coordinates are valid at the epoch date displayed above
 DS3532.which is a decimal equivalence of Year/Month/Day.
 DS3532
 DS3532.The orthometric height was determined by GPS observations and a
 DS3532.high-resolution geoid model using precise GPS observation and
 DS3532.processing techniques.
 DS3532
 DS3532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3532.GEOID18 height accuracy estimate available here.
 DS3532
 DS3532.Click photographs - Photos may exist for this station.
 DS3532
 DS3532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3532
 DS3532.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3532
 DS3532.The ellipsoidal height was determined by GPS observations
 DS3532.and is referenced to NAD 83.
 DS3532
 DS3532. The following values were computed from the NAD 83(2011) position.
 DS3532
 DS3532;                    North         East     Units Scale Factor Converg.
 DS3532;SPC WI C     -   118,733.651   598,955.437   MT  0.99994081   -0 00 33.6
 DS3532;SPC WI C     -   389,545.32  1,965,072.96   sFT  0.99994081   -0 00 33.6
 DS3532;UTM  15      - 4,976,389.097   735,805.469   MT  1.00028379   +2 06 33.5
 DS3532;UTM  16      - 4,976,466.357   262,106.105   MT  1.00029596   -2 07 40.9
 DS3532
 DS3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3532!SPC WI C     -   0.99994212  x   0.99994081  =   0.99988293
 DS3532!UTM  15      -   0.99994212  x   1.00028379  =   1.00022589
 DS3532!UTM  16      -   0.99994212  x   1.00029596  =   1.00023806
 DS3532
 DS3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3580576389(NAD 83)
 DS3532
 DS3532                          SUPERSEDED SURVEY CONTROL
 DS3532
 DS3532.No superseded survey control is available for this station.
 DS3532
 DS3532_MARKER: DD = SURVEY DISK
 DS3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3532_STAMPING: 9A228 2017
 DS3532_MARK LOGO: WIDT
 DS3532_PROJECTION: FLUSH
 DS3532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3532+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2024
 DS3532
 DS3532  HISTORY     - Date     Condition        Report By
 DS3532  HISTORY     - 2017     MONUMENTED       WIDT
 DS3532  HISTORY     - 20241007 GOOD             WIDT
 DS3532
 DS3532                          STATION DESCRIPTION
 DS3532
 DS3532'DESCRIBED BY WI DEPT OF TRANSP 2024 (EPS)
 DS3532'THE STATION IS 10 MI (16.1 KM) SOUTH-SOUTHEAST OF ATHENS, 8 MI (12.9
 DS3532'KM) NORTH-NORTHEAST OF STRATFORD, AND 3 MI (4.8 KM) SOUTHWEST OF
 DS3532'EDGAR.
 DS3532'
 DS3532'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DS3532'HIGHWAY 97 (EXIT 145), ABOUT 12 MI (19.3 KM) EAST OF THE CITY OF
 DS3532'ABBOTSFORD, GO SOUTH ON STATE HIGHWAY 97 FOR 3.0 MI (4.8 KM) TO COUNTY
 DS3532'HIGHWAY N, TURN LEFT AND GO EAST ON COUNTY HIGHWAY N FOR 2.6 MI (4.2
 DS3532'KM) TO COUNTY HIGHWAY M, CONTINUE EAST ON COUNTY HIGHWAY N FOR 0.55 MI
 DS3532'(0.88 KM) TO THE STATION ON THE LEFT.
 DS3532'
 DS3532'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3532'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DS3532'INCHES) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DS3532'THE STATION IS LOCATED IN THE FRONT SLOPE OF THE HIGHWAY SHOULDER, 7.9
 DS3532'M (25.9 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY N, 10 M (32.8
 DS3532'FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND LOCATED IN BETWEEN TWO
 DS3532'ORANGE 4X4 PLASTIC GUARD POSTS.
 DS3532'
 DS3532'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DS3532'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4220 ***********************************************************************
 DS4220  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4220  DESIGNATION -  9A234
 DS4220  PID         -  DS4220
 DS4220  STATE/COUNTY-  WI/FOND DU LAC
 DS4220  COUNTRY     -  US
 DS4220  USGS QUAD   -  FOND DU LAC (2018)
 DS4220
 DS4220                         *CURRENT SURVEY CONTROL
 DS4220  ______________________________________________________________________
 DS4220* NAD 83(2011) POSITION- 43 48 58.35269(N) 088 23 01.61000(W)   ADJUSTED
 DS4220* NAD 83(2011) ELLIP HT-   197.606 (meters)        (11/18/25)   ADJUSTED
 DS4220* NAD 83(2011) EPOCH   -  2010.00
 DS4220* NAVD 88 ORTHO HEIGHT -   233.45  (meters)      765.9   (feet) GPS OBS
 DS4220  ______________________________________________________________________
 DS4220  GEOID HEIGHT    -        -35.836 (meters)                     GEOID18
 DS4220  NAD 83(2011) X  -    130,017.076 (meters)                     COMP
 DS4220  NAD 83(2011) Y  - -4,607,947.133 (meters)                     COMP
 DS4220  NAD 83(2011) Z  -  4,393,515.994 (meters)                     COMP
 DS4220  LAPLACE CORR    -          3.35  (seconds)                    DEFLEC18
 DS4220
 DS4220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4220  Standards:
 DS4220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4220  -------------------------------------------------------------------
 DS4220  NETWORK    0.64   0.94           0.29   0.23   0.48      0.05612230
 DS4220  -------------------------------------------------------------------
 DS4220  Click here for local accuracies and other accuracy information.
 DS4220
 DS4220.The horizontal coordinates were established by GPS observations
 DS4220.and adjusted by the WI DEPT OF TRANSP in November 2025.
 DS4220
 DS4220.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4220.frame has been affixed to the stable North American tectonic plate 
 DS4220
 DS4220.The horizontal coordinates are valid at the epoch date displayed above
 DS4220.which is a decimal equivalence of Year/Month/Day.
 DS4220
 DS4220.The orthometric height was determined by GPS observations and a
 DS4220.high-resolution geoid model using precise GPS observation and
 DS4220.processing techniques.
 DS4220
 DS4220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4220.GEOID18 height accuracy estimate available here.
 DS4220
 DS4220.Click photographs - Photos may exist for this station.
 DS4220
 DS4220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4220
 DS4220.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4220
 DS4220.The ellipsoidal height was determined by GPS observations
 DS4220.and is referenced to NAD 83.
 DS4220
 DS4220. The following values were computed from the NAD 83(2011) position.
 DS4220
 DS4220;                    North         East     Units Scale Factor Converg.
 DS4220;SPC WI S     -   203,026.600   730,016.793   MT  0.99995874   +1 06 37.8
 DS4220;SPC WI S     -   666,096.44  2,395,063.43   sFT  0.99995874   +1 06 37.8
 DS4220;UTM  16      - 4,852,390.429   388,714.259   MT  0.99975232   -0 57 29.4
 DS4220
 DS4220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4220!SPC WI S     -   0.99996901  x   0.99995874  =   0.99992776
 DS4220!UTM  16      -   0.99996901  x   0.99975232  =   0.99972134
 DS4220
 DS4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8871452390(NAD 83)
 DS4220
 DS4220                          SUPERSEDED SURVEY CONTROL
 DS4220
 DS4220.No superseded survey control is available for this station.
 DS4220
 DS4220_MARKER: DD = SURVEY DISK
 DS4220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4220_STAMPING: 9A234 2017
 DS4220_MARK LOGO: WIDT
 DS4220_PROJECTION: FLUSH
 DS4220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4220+STABILITY: SURFACE MOTION
 DS4220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4220+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2024
 DS4220
 DS4220  HISTORY     - Date     Condition        Report By
 DS4220  HISTORY     - 2017     MONUMENTED       WIDT
 DS4220  HISTORY     - 20241030 GOOD             COLEM
 DS4220
 DS4220                          STATION DESCRIPTION
 DS4220
 DS4220'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS4220'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) WEST OF SAINT CLOUD, 8.5
 DS4220'MI (13.7 KM) NORTH OF EDEN AND 2.5 MI (4.0 KM) WEST-SOUTHWEST OF SAINT
 DS4220'PETER.
 DS4220'
 DS4220'TO REACH FROM THE INTERSECTION OF USH 41 AND STATE HIGHWAY 151 GO
 DS4220'EAST-NORTHEAST ON STATE HIGHWAY 151 FOR 7.5 MI (12.1 KM).  TURN RIGHT
 DS4220'ONTO WINNEBAGO DRIVE FOR 0.2 MI (0.3 KM).  TURN LEFT INTO PRAIRIE
 DS4220'TRAIL PARK AND RIDE AREA AND PROCEED TO THE SOUTHEAST CORNER OF THE
 DS4220'PARKING LOT.
 DS4220'
 DS4220'THE STATION IS 82 FT (25.0 M) NORTHEAST OF THE PARKING LOT.
 DS4220'
 DS4220'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS4220'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41
 DS4220'CM) DIAMETER CONCRETE POST AND IS FLUSH WITH THE GROUND.  THE STATION
 DS4220'IS 72 FT (21.9 M) NORTHWEST OF THE CENTERLINE OF PEEBLES TRAIL, 205 FT
 DS4220'(62.5 M) SOUTHEAST OF THE CENTERLINE OF WINNEBAGO DRIVE, 82 FT (25.0
 DS4220'M) NORTHEAST OF THE SOUTHEAST CORNER OF THE PARKING LOT, 84 FT (25.6
 DS4220'M) NORTHEAST OF A NO PARKING ANYTIME SIGN AND IN THE MIDDLE OF A
 DS4220'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS STAKES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4221 ***********************************************************************
 DS4221  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4221  DESIGNATION -  9A235
 DS4221  PID         -  DS4221
 DS4221  STATE/COUNTY-  WI/DODGE
 DS4221  COUNTRY     -  US
 DS4221  USGS QUAD   -  BRANDON (2018)
 DS4221
 DS4221                         *CURRENT SURVEY CONTROL
 DS4221  ______________________________________________________________________
 DS4221* NAD 83(2011) POSITION- 43 37 59.75495(N) 088 46 20.74583(W)   ADJUSTED
 DS4221* NAD 83(2011) ELLIP HT-   247.270 (meters)        (11/18/25)   ADJUSTED
 DS4221* NAD 83(2011) EPOCH   -  2010.00
 DS4221* NAVD 88 ORTHO HEIGHT -   282.82  (meters)      927.9   (feet) GPS OBS
 DS4221  ______________________________________________________________________
 DS4221  GEOID HEIGHT    -        -35.545 (meters)                     GEOID18
 DS4221  NAD 83(2011) X  -     99,059.456 (meters)                     COMP
 DS4221  NAD 83(2011) Y  - -4,622,805.628 (meters)                     COMP
 DS4221  NAD 83(2011) Z  -  4,378,860.621 (meters)                     COMP
 DS4221  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 DS4221
 DS4221  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4221  Standards:
 DS4221         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4221            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4221  -------------------------------------------------------------------
 DS4221  NETWORK    0.68   0.98           0.31   0.24   0.50      0.02959487
 DS4221  -------------------------------------------------------------------
 DS4221  Click here for local accuracies and other accuracy information.
 DS4221
 DS4221.The horizontal coordinates were established by GPS observations
 DS4221.and adjusted by the WI DEPT OF TRANSP in November 2025.
 DS4221
 DS4221.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4221.frame has been affixed to the stable North American tectonic plate 
 DS4221
 DS4221.The horizontal coordinates are valid at the epoch date displayed above
 DS4221.which is a decimal equivalence of Year/Month/Day.
 DS4221
 DS4221.The orthometric height was determined by GPS observations and a
 DS4221.high-resolution geoid model using precise GPS observation and
 DS4221.processing techniques.
 DS4221
 DS4221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4221.GEOID18 height accuracy estimate available here.
 DS4221
 DS4221.Click photographs - Photos may exist for this station.
 DS4221
 DS4221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4221
 DS4221.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4221
 DS4221.The ellipsoidal height was determined by GPS observations
 DS4221.and is referenced to NAD 83.
 DS4221
 DS4221. The following values were computed from the NAD 83(2011) position.
 DS4221
 DS4221;                    North         East     Units Scale Factor Converg.
 DS4221;SPC WI S     -   182,170.401   699,053.751   MT  0.99994073   +0 50 36.5
 DS4221;SPC WI S     -   597,670.72  2,293,478.85   sFT  0.99994073   +0 50 36.5
 DS4221;UTM  16      - 4,832,667.986   357,023.556   MT  0.99985145   -1 13 23.7
 DS4221
 DS4221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4221!SPC WI S     -   0.99996123  x   0.99994073  =   0.99990196
 DS4221!UTM  16      -   0.99996123  x   0.99985145  =   0.99981268
 DS4221
 DS4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5702332667(NAD 83)
 DS4221
 DS4221                          SUPERSEDED SURVEY CONTROL
 DS4221
 DS4221.No superseded survey control is available for this station.
 DS4221
 DS4221_MARKER: DD = SURVEY DISK
 DS4221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4221_STAMPING: 9A235
 DS4221_MARK LOGO: WIDT
 DS4221_PROJECTION: FLUSH
 DS4221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4221+STABILITY: SURFACE MOTION
 DS4221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4221+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2024
 DS4221
 DS4221  HISTORY     - Date     Condition        Report By
 DS4221  HISTORY     - 2019     MONUMENTED       WIDT
 DS4221  HISTORY     - 20241029 GOOD             COLEM
 DS4221
 DS4221                          STATION DESCRIPTION
 DS4221
 DS4221'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS4221'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTHEAST OF FOX LAKE, 7.1
 DS4221'MI (11.4 KM) SOUTH OF BRANDON AND 2.2 MI (3.5 KM) WEST OF WAUPUN.
 DS4221'
 DS4221'TO REACH FROM THE INTERSECTION OF U.S. 151 AND STATE HIGHWAY 49, HEAD
 DS4221'WEST ON STATE HIGHWAY 49 FOR 2.8 MI (4.5 KM).  TURN LEFT ONTO COUNTY
 DS4221'HIGHWAY AW AND GO WEST FOR 200 FT (61.0 M) INTO THE DRIVEWAY TO
 DS4221'CENTRAL CABLE CONTRACTORS AND THE STATION ON THE LEFT.
 DS4221'
 DS4221'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DS4221'SURVEY CONTROL STATION DISK SET IN A 15 INCH (38 CM) DIAMETER CONCRETE
 DS4221'POST FLUSH WITH THE GROUND.  IT IS LOCATED IN A GRASSY AREA BOUND BY
 DS4221'STATE HIGHWAY 49 TO THE NORTH, COUNTY TRUNK HIGHWAY AW TO THE WEST AND
 DS4221'A DRIVEWAY TO CENTRAL CABLE CONTRACTORS TO THE SOUTH.  IT IS 62 FT
 DS4221'(18.9 M) NORTHEAST OF A SIGN FOR FIRE NUMBER W7435, 102 FT (31.1 M)
 DS4221'EAST OF A STOP SIGN, 111 FT (33.8 M) SOUTHWEST OF A SIGN FOR STATE
 DS4221'HIGHWAY 49 AND 87 FT (26.5 M) NORTHWEST OF AN ASH TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3805 ***********************************************************************
 DS3805  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3805  DESIGNATION -  9A236
 DS3805  PID         -  DS3805
 DS3805  STATE/COUNTY-  WI/BROWN
 DS3805  COUNTRY     -  US
 DS3805  USGS QUAD   -  GREEN BAY WEST (2018)
 DS3805
 DS3805                         *CURRENT SURVEY CONTROL
 DS3805  ______________________________________________________________________
 DS3805* NAD 83(2011) POSITION- 44 32 34.50361(N) 088 05 26.14945(W)   ADJUSTED
 DS3805* NAD 83(2011) ELLIP HT-   150.997 (meters)        (05/13/25)   ADJUSTED
 DS3805* NAD 83(2011) EPOCH   -  2010.00
 DS3805* NAVD 88 ORTHO HEIGHT -   187.24  (meters)      614.3   (feet) GPS OBS
 DS3805  ______________________________________________________________________
 DS3805  GEOID HEIGHT    -        -36.252 (meters)                     GEOID18
 DS3805  NAD 83(2011) X  -    151,718.039 (meters)                     COMP
 DS3805  NAD 83(2011) Y  - -4,550,943.606 (meters)                     COMP
 DS3805  NAD 83(2011) Z  -  4,451,394.427 (meters)                     COMP
 DS3805  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 DS3805
 DS3805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3805  Standards:
 DS3805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3805  -------------------------------------------------------------------
 DS3805  NETWORK    0.42   0.84           0.19   0.15   0.43     -0.01168732
 DS3805  -------------------------------------------------------------------
 DS3805  Click here for local accuracies and other accuracy information.
 DS3805
 DS3805.The horizontal coordinates were established by GPS observations
 DS3805.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3805
 DS3805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3805.been affixed to the stable North American tectonic plate. See 
 DS3805.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3805
 DS3805.The horizontal coordinates are valid at the epoch date displayed above
 DS3805.which is a decimal equivalence of Year/Month/Day.
 DS3805
 DS3805.The orthometric height was determined by GPS observations and a
 DS3805.high-resolution geoid model using precise GPS observation and
 DS3805.processing techniques.
 DS3805
 DS3805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3805.GEOID18 height accuracy estimate available here.
 DS3805
 DS3805.Click photographs - Photos may exist for this station.
 DS3805
 DS3805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3805
 DS3805.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3805
 DS3805.The ellipsoidal height was determined by GPS observations
 DS3805.and is referenced to NAD 83.
 DS3805
 DS3805. The following values were computed from the NAD 83(2011) position.
 DS3805
 DS3805;                    North         East     Units Scale Factor Converg.
 DS3805;SPC WI C     -    80,631.426   751,722.112   MT  0.99995753   +1 20 50.0
 DS3805;SPC WI C     -   264,538.27  2,466,274.96   sFT  0.99995753   +1 20 50.0
 DS3805;UTM  16      - 4,932,754.792   413,363.520   MT  0.99969230   -0 45 54.1
 DS3805
 DS3805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3805!SPC WI C     -   0.99997632  x   0.99995753  =   0.99993386
 DS3805!UTM  16      -   0.99997632  x   0.99969230  =   0.99966863
 DS3805
 DS3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1336332754(NAD 83)
 DS3805
 DS3805                          SUPERSEDED SURVEY CONTROL
 DS3805
 DS3805.No superseded survey control is available for this station.
 DS3805
 DS3805_MARKER: DD = SURVEY DISK
 DS3805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3805_STAMPING: 9A236 2017
 DS3805_MARK LOGO: WIDT
 DS3805_PROJECTION: FLUSH
 DS3805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3805+STABILITY: SURFACE MOTION
 DS3805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3805+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2024
 DS3805
 DS3805  HISTORY     - Date     Condition        Report By
 DS3805  HISTORY     - 2017     MONUMENTED       WIDT
 DS3805  HISTORY     - 20241016 GOOD             COLEM
 DS3805
 DS3805                          STATION DESCRIPTION
 DS3805
 DS3805'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3805'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF SUAMICO,
 DS3805'5.5 MI (8.8 KM) EAST-NORTHEAST OF ONEIDA AND 3.8 MI (6.1 KM)
 DS3805'WEST-NORTHWEST OF GREEN BAY.
 DS3805'
 DS3805'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 29 AND NORTH
 DS3805'PACKERLAND DRIVE, GO WEST ON NORTH PACKERLAND DRIVE 0.1 MI (0.2 KM),
 DS3805'THEN TURN RIGHT ONTO COUNTY ROAD RK FOR 0.1 MI (0.2 KM) TO THE
 DS3805'ENTRANCE OF THE HOWARD PARK AND RIDE LOT ON THE RIGHT.
 DS3805'
 DS3805'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3805'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 15 INCH (38
 DS3805'CM) DIAMETER CONCRETE FOUNDATION FLUSH WITH THE GROUND.  THE MARK IS
 DS3805'LOCATED IN AN OPEN FIELD ON THE SOUTHERN PORTION OF THE HOWARD PARK
 DS3805'AND RIDE, 86 FT (26.2 M) SOUTHWEST OF A HANDICAP PARKING SIGN, 100 FT
 DS3805'(30.5 M) NORTHWEST OF A FIRE HYDRANT, 68 FT (20.7 M) NORTH OF A YIELD
 DS3805'SIGN ON THE CORNER OF WESTBOUND NORTH PACKERLAND DRIVE AND NORTHBOUND
 DS3805'COUNTY HIGHWAY RK, 72 FT (21.9 M) NORTH OF A LIGHT POST AND 2 FT (0.6
 DS3805'M) NORTH OF A PLASTIC SURVEY MARKER POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3804 ***********************************************************************
 DS3804  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3804  DESIGNATION -  9A240
 DS3804  PID         -  DS3804
 DS3804  STATE/COUNTY-  WI/BROWN
 DS3804  COUNTRY     -  US
 DS3804  USGS QUAD   -  DE PERE (2018)
 DS3804
 DS3804                         *CURRENT SURVEY CONTROL
 DS3804  ______________________________________________________________________
 DS3804* NAD 83(2011) POSITION- 44 26 31.56966(N) 088 05 46.91086(W)   ADJUSTED
 DS3804* NAD 83(2011) ELLIP HT-   153.276 (meters)        (05/13/25)   ADJUSTED
 DS3804* NAD 83(2011) EPOCH   -  2010.00
 DS3804* NAVD 88 ORTHO HEIGHT -   189.50  (meters)      621.7   (feet) GPS OBS
 DS3804  ______________________________________________________________________
 DS3804  GEOID HEIGHT    -        -36.227 (meters)                     GEOID18
 DS3804  NAD 83(2011) X  -    151,520.829 (meters)                     COMP
 DS3804  NAD 83(2011) Y  - -4,558,807.398 (meters)                     COMP
 DS3804  NAD 83(2011) Z  -  4,443,404.442 (meters)                     COMP
 DS3804  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 DS3804
 DS3804  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3804  Standards:
 DS3804         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3804            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3804  -------------------------------------------------------------------
 DS3804  NETWORK    0.43   0.86           0.19   0.16   0.44     -0.01633605
 DS3804  -------------------------------------------------------------------
 DS3804  Click here for local accuracies and other accuracy information.
 DS3804
 DS3804.The horizontal coordinates were established by GPS observations
 DS3804.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3804
 DS3804.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3804.been affixed to the stable North American tectonic plate. See 
 DS3804.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3804
 DS3804.The horizontal coordinates are valid at the epoch date displayed above
 DS3804.which is a decimal equivalence of Year/Month/Day.
 DS3804
 DS3804.The orthometric height was determined by GPS observations and a
 DS3804.high-resolution geoid model using precise GPS observation and
 DS3804.processing techniques.
 DS3804
 DS3804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3804.GEOID18 height accuracy estimate available here.
 DS3804
 DS3804.Click photographs - Photos may exist for this station.
 DS3804
 DS3804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3804
 DS3804.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3804
 DS3804.The ellipsoidal height was determined by GPS observations
 DS3804.and is referenced to NAD 83.
 DS3804
 DS3804. The following values were computed from the NAD 83(2011) position.
 DS3804
 DS3804;                    North         East     Units Scale Factor Converg.
 DS3804;SPC WI C     -    69,421.410   751,526.530   MT  0.99996923   +1 20 35.4
 DS3804;SPC WI C     -   227,760.08  2,465,633.29   sFT  0.99996923   +1 20 35.4
 DS3804;UTM  16      - 4,921,562.618   412,755.197   MT  0.99969361   -0 46 03.8
 DS3804
 DS3804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3804!SPC WI C     -   0.99997597  x   0.99996923  =   0.99994520
 DS3804!UTM  16      -   0.99997597  x   0.99969361  =   0.99966958
 DS3804
 DS3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1275521562(NAD 83)
 DS3804
 DS3804                          SUPERSEDED SURVEY CONTROL
 DS3804
 DS3804.No superseded survey control is available for this station.
 DS3804
 DS3804_MARKER: DD = SURVEY DISK
 DS3804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3804_STAMPING: 9A240 2017
 DS3804_MARK LOGO: WIDT
 DS3804_PROJECTION: FLUSH
 DS3804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3804+STABILITY: SURFACE MOTION
 DS3804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3804+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2024
 DS3804
 DS3804  HISTORY     - Date     Condition        Report By
 DS3804  HISTORY     - 2017     MONUMENTED       WIDT
 DS3804  HISTORY     - 20241016 GOOD             COLEM
 DS3804
 DS3804                          STATION DESCRIPTION
 DS3804
 DS3804'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3804'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF GREEN BAY, 5.8
 DS3804'MI (9.3 KM) SOUTHEAST OF ONEIDA AND 1.8 MI (2.9 KM) WEST-SOUTHWEST OF
 DS3804'DE PERE.
 DS3804'
 DS3804'TO REACH FROM THE INTERSECTION OF INTERSTATE 41 AND SCHEURING ROAD,
 DS3804'HEAD EAST ON SCHEURING ROAD FOR 0.2 MI (0.3 KM), TAKE THE THIRD EXIT
 DS3804'IN THE TRAFFIC CIRCLE AND HEAD NORTH ON LAWRENCE DRIVE FOR 1 MI (1.6
 DS3804'KM) TO THE STATION ON THE LEFT.
 DS3804'
 DS3804'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3804'GEODETIC CONTROL DISK SET ON THE TOP OF A 15 INCH (38 CM) DIAMETER
 DS3804'CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS LOCATED IN A GRASS
 DS3804'FIELD BETWEEN THE NORTHBOUND LANES OF INTERSTATE 41 AND LAWRENCE
 DS3804'DRIVE, 37 FT (11.3 M) WEST OF THE CENTERLINE OF LAWRENCE DRIVE, 32 FT
 DS3804'(9.8 M) NORTHWEST OF A YELLOW PLASTIC GAS LINE MARKER AND IN THE
 DS3804'MIDDLE OF TWO ORANGE SURVEY MARKER POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3806 ***********************************************************************
 DS3806  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3806  DESIGNATION -  9A241
 DS3806  PID         -  DS3806
 DS3806  STATE/COUNTY-  WI/BROWN
 DS3806  COUNTRY     -  US
 DS3806  USGS QUAD   -  DE PERE (2018)
 DS3806
 DS3806                         *CURRENT SURVEY CONTROL
 DS3806  ______________________________________________________________________
 DS3806* NAD 83(2011) POSITION- 44 25 48.58996(N) 088 06 53.84756(W)   ADJUSTED
 DS3806* NAD 83(2011) ELLIP HT-   156.965 (meters)        (05/13/25)   ADJUSTED
 DS3806* NAD 83(2011) EPOCH   -  2010.00
 DS3806* NAVD 88 ORTHO HEIGHT -   193.19  (meters)      633.8   (feet) GPS OBS
 DS3806  ______________________________________________________________________
 DS3806  GEOID HEIGHT    -        -36.227 (meters)                     GEOID18
 DS3806  NAD 83(2011) X  -    150,072.044 (meters)                     COMP
 DS3806  NAD 83(2011) Y  - -4,559,787.288 (meters)                     COMP
 DS3806  NAD 83(2011) Z  -  4,442,459.733 (meters)                     COMP
 DS3806  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 DS3806
 DS3806  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3806  Standards:
 DS3806         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3806            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3806  -------------------------------------------------------------------
 DS3806  NETWORK    0.49   1.02           0.22   0.18   0.52      0.01744334
 DS3806  -------------------------------------------------------------------
 DS3806  Click here for local accuracies and other accuracy information.
 DS3806
 DS3806.The horizontal coordinates were established by GPS observations
 DS3806.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3806
 DS3806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3806.been affixed to the stable North American tectonic plate. See 
 DS3806.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3806
 DS3806.The horizontal coordinates are valid at the epoch date displayed above
 DS3806.which is a decimal equivalence of Year/Month/Day.
 DS3806
 DS3806.The orthometric height was determined by GPS observations and a
 DS3806.high-resolution geoid model using precise GPS observation and
 DS3806.processing techniques.
 DS3806
 DS3806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3806.GEOID18 height accuracy estimate available here.
 DS3806
 DS3806.Click photographs - Photos may exist for this station.
 DS3806
 DS3806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3806
 DS3806.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3806
 DS3806.The ellipsoidal height was determined by GPS observations
 DS3806.and is referenced to NAD 83.
 DS3806
 DS3806. The following values were computed from the NAD 83(2011) position.
 DS3806
 DS3806;                    North         East     Units Scale Factor Converg.
 DS3806;SPC WI C     -    68,060.632   750,077.573   MT  0.99997082   +1 19 48.2
 DS3806;SPC WI C     -   223,295.59  2,460,879.50   sFT  0.99997082   +1 19 48.2
 DS3806;UTM  16      - 4,920,256.489   411,257.516   MT  0.99969685   -0 46 50.0
 DS3806
 DS3806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3806!SPC WI C     -   0.99997539  x   0.99997082  =   0.99994621
 DS3806!UTM  16      -   0.99997539  x   0.99969685  =   0.99967225
 DS3806
 DS3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1125720256(NAD 83)
 DS3806
 DS3806                          SUPERSEDED SURVEY CONTROL
 DS3806
 DS3806.No superseded survey control is available for this station.
 DS3806
 DS3806_MARKER: DD = SURVEY DISK
 DS3806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3806_STAMPING: 9A241 2017
 DS3806_MARK LOGO: WIDT
 DS3806_PROJECTION: FLUSH
 DS3806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3806+STABILITY: SURFACE MOTION
 DS3806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3806+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2024
 DS3806
 DS3806  HISTORY     - Date     Condition        Report By
 DS3806  HISTORY     - 2017     MONUMENTED       WIDT
 DS3806  HISTORY     - 20241016 GOOD             COLEM
 DS3806
 DS3806                          STATION DESCRIPTION
 DS3806
 DS3806'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3806'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF
 DS3806'WRIGHTSTOWN, 5.8 MI (9.3 KM) SOUTHEAST OF ONEIDA AND 3.0 MI (4.8 KM)
 DS3806'WEST-SOUTHWEST OF DE PERE.
 DS3806'
 DS3806'TO REACH FROM THE INTERSECTION OF HIGHWAY 172 AND INTERSTATE 41, GO
 DS3806'SOUTH ON INTERSTATE 41 FOR 4.3 MI (6.9 KM) TO THE INTERSECTION OF
 DS3806'INTERSTATE 41 AND SCHEURING ROAD.  TURN RIGHT AND GO WEST ON SCHEURING
 DS3806'FOR 500 FT (152.4 M) AND TURN LEFT INTO PAVED PARKING LOT.  FOLLOW THE
 DS3806'EDGE OF THE PARKING LOT NORTH EASTERLY FOR 350 FT (106.7 M) TO THE
 DS3806'STATION ON THE LEFT.
 DS3806'
 DS3806'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3806'GEODETIC SURVEY CONTROL STATION DISC SET IN THE TOP OF A 16 INCH (41
 DS3806'CM) DIAMETER ROUND CONCRETE POST FLUSH WITH THE GROUND, APPEARS TO BE
 DS3806'ROUGHLY THE SAME ELEVATION AS ROAD PAVEMENT.  THE MARK IS LOCATED IN A
 DS3806'TALL GRASS FIELD 120 FT (36.6 M) SOUTH OF THE CENTERLINE OF SCHEURING
 DS3806'ROAD, 170 FT (51.8 M) WEST OF THE CENTERLINE OF EXIT RAMP TO
 DS3806'SOUTHBOUND INTERSTATE 41, 100 FT (30.5 M) NORTHEAST OF LIGHT POLE IN
 DS3806'PARKING LOT, 11 FT (3.4 M) NORTH OF STEEL ROW POST AND LOCATED IN THE
 DS3806'CENTER OF A TRIANGLE MADE BY THREE WHITE PLASTIC SURVEY MONUMENT
 DS3806'STAKES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3807 ***********************************************************************
 DS3807  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3807  DESIGNATION -  9A242
 DS3807  PID         -  DS3807
 DS3807  STATE/COUNTY-  WI/BROWN
 DS3807  COUNTRY     -  US
 DS3807  USGS QUAD   -  DE PERE (2018)
 DS3807
 DS3807                         *CURRENT SURVEY CONTROL
 DS3807  ______________________________________________________________________
 DS3807* NAD 83(2011) POSITION- 44 24 54.10787(N) 088 06 29.68768(W)   ADJUSTED
 DS3807* NAD 83(2011) ELLIP HT-   158.451 (meters)        (05/13/25)   ADJUSTED
 DS3807* NAD 83(2011) EPOCH   -  2010.00
 DS3807* NAVD 88 ORTHO HEIGHT -   194.67  (meters)      638.7   (feet) GPS OBS
 DS3807  ______________________________________________________________________
 DS3807  GEOID HEIGHT    -        -36.223 (meters)                     GEOID18
 DS3807  NAD 83(2011) X  -    150,645.026 (meters)                     COMP
 DS3807  NAD 83(2011) Y  - -4,560,947.216 (meters)                     COMP
 DS3807  NAD 83(2011) Z  -  4,441,259.687 (meters)                     COMP
 DS3807  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 DS3807
 DS3807  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3807  Standards:
 DS3807         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3807            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3807  -------------------------------------------------------------------
 DS3807  NETWORK    0.43   0.86           0.19   0.16   0.44     -0.03212661
 DS3807  -------------------------------------------------------------------
 DS3807  Click here for local accuracies and other accuracy information.
 DS3807
 DS3807.The horizontal coordinates were established by GPS observations
 DS3807.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3807
 DS3807.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3807.been affixed to the stable North American tectonic plate. See 
 DS3807.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3807
 DS3807.The horizontal coordinates are valid at the epoch date displayed above
 DS3807.which is a decimal equivalence of Year/Month/Day.
 DS3807
 DS3807.The orthometric height was determined by GPS observations and a
 DS3807.high-resolution geoid model using precise GPS observation and
 DS3807.processing techniques.
 DS3807
 DS3807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3807.GEOID18 height accuracy estimate available here.
 DS3807
 DS3807.Click photographs - Photos may exist for this station.
 DS3807
 DS3807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3807
 DS3807.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3807
 DS3807.The ellipsoidal height was determined by GPS observations
 DS3807.and is referenced to NAD 83.
 DS3807
 DS3807. The following values were computed from the NAD 83(2011) position.
 DS3807
 DS3807;                    North         East     Units Scale Factor Converg.
 DS3807;SPC WI C     -    66,391.872   750,650.952   MT  0.99997289   +1 20 05.2
 DS3807;SPC WI C     -   217,820.67  2,462,760.67   sFT  0.99997289   +1 20 05.2
 DS3807;UTM  16      - 4,918,568.211   411,768.908   MT  0.99969573   -0 46 32.4
 DS3807
 DS3807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3807!SPC WI C     -   0.99997516  x   0.99997289  =   0.99994805
 DS3807!UTM  16      -   0.99997516  x   0.99969573  =   0.99967089
 DS3807
 DS3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1176818568(NAD 83)
 DS3807
 DS3807                          SUPERSEDED SURVEY CONTROL
 DS3807
 DS3807.No superseded survey control is available for this station.
 DS3807
 DS3807_MARKER: DD = SURVEY DISK
 DS3807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3807_STAMPING: 9A242 2017
 DS3807_MARK LOGO: WIDT
 DS3807_PROJECTION: FLUSH
 DS3807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3807+STABILITY: SURFACE MOTION
 DS3807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3807+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2024
 DS3807
 DS3807  HISTORY     - Date     Condition        Report By
 DS3807  HISTORY     - 2017     MONUMENTED       WIDT
 DS3807  HISTORY     - 20241017 GOOD             COLEM
 DS3807
 DS3807                          STATION DESCRIPTION
 DS3807
 DS3807'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3807'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF ONEIDA,
 DS3807'6.7 MI (10.8 KM) NORTH-NORTHEAST OF WRIGHTSTOWN AND 3.3 MI (5.3 KM)
 DS3807'SOUTHWEST OF DE PERE.
 DS3807'
 DS3807'TO REACH FROM THE INTERSECTION OF OF INTERSTATE 41 AND SCHEURING ROAD,
 DS3807'GO EAST ON SCHEURING ROAD 0.6 MI (1.0 KM).  TURN RIGHT AND GO SOUTH ON
 DS3807'AMERICAN BOULEVARD FOR 1.2 MI (1.9 KM).  TURN RIGHT ONTO SOUTHBRIDGE
 DS3807'ROAD AND CONTINUE WEST 150 FT (45.7 M) TO THE MONUMENT ON THE RIGHT.
 DS3807'
 DS3807'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3807'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 15 INCH (38 CM)
 DS3807'DIAMETER ROUND CONCRETE FOUNDATION LOCATED IN A GRASS FIELD,
 DS3807'APPROXIMATELY 41 FT (12.5 M) NORTH OF THE CENTERLINE OF SOUTHBRIDGE
 DS3807'ROAD AND 59 FT (18.0 M) WEST OF A SPEED LIMIT SIGN ON THE NORTH SIDE
 DS3807'OF SOUTHBRIDGE ROAD.  MONUMENT IS LOCATED IN THE MIDDLE OF A TRIANGLE
 DS3807'FORMED BY THREE WHITE PLASTIC SURVEY MARKER STAKES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3808 ***********************************************************************
 DS3808  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3808  DESIGNATION -  9A244
 DS3808  PID         -  DS3808
 DS3808  STATE/COUNTY-  WI/BROWN
 DS3808  COUNTRY     -  US
 DS3808  USGS QUAD   -  ONEIDA SOUTH (2018)
 DS3808
 DS3808                         *CURRENT SURVEY CONTROL
 DS3808  ______________________________________________________________________
 DS3808* NAD 83(2011) POSITION- 44 24 23.58956(N) 088 07 41.54372(W)   ADJUSTED
 DS3808* NAD 83(2011) ELLIP HT-   158.124 (meters)        (05/13/25)   ADJUSTED
 DS3808* NAD 83(2011) EPOCH   -  2010.00
 DS3808* NAVD 88 ORTHO HEIGHT -   194.34  (meters)      637.6   (feet) GPS OBS
 DS3808  ______________________________________________________________________
 DS3808  GEOID HEIGHT    -        -36.225 (meters)                     GEOID18
 DS3808  NAD 83(2011) X  -    149,077.654 (meters)                     COMP
 DS3808  NAD 83(2011) Y  - -4,561,658.060 (meters)                     COMP
 DS3808  NAD 83(2011) Z  -  4,440,586.532 (meters)                     COMP
 DS3808  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 DS3808
 DS3808  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3808  Standards:
 DS3808         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3808            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3808  -------------------------------------------------------------------
 DS3808  NETWORK    0.43   0.86           0.19   0.16   0.44     -0.06443419
 DS3808  -------------------------------------------------------------------
 DS3808  Click here for local accuracies and other accuracy information.
 DS3808
 DS3808.The horizontal coordinates were established by GPS observations
 DS3808.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3808
 DS3808.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3808.been affixed to the stable North American tectonic plate. See 
 DS3808.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3808
 DS3808.The horizontal coordinates are valid at the epoch date displayed above
 DS3808.which is a decimal equivalence of Year/Month/Day.
 DS3808
 DS3808.The orthometric height was determined by GPS observations and a
 DS3808.high-resolution geoid model using precise GPS observation and
 DS3808.processing techniques.
 DS3808
 DS3808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3808.GEOID18 height accuracy estimate available here.
 DS3808
 DS3808.Click photographs - Photos may exist for this station.
 DS3808
 DS3808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3808
 DS3808.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3808
 DS3808.The ellipsoidal height was determined by GPS observations
 DS3808.and is referenced to NAD 83.
 DS3808
 DS3808. The following values were computed from the NAD 83(2011) position.
 DS3808
 DS3808;                    North         East     Units Scale Factor Converg.
 DS3808;SPC WI C     -    65,413.312   749,083.418   MT  0.99997409   +1 19 14.5
 DS3808;SPC WI C     -   214,610.17  2,457,617.85   sFT  0.99997409   +1 19 14.5
 DS3808;UTM  16      - 4,917,648.291   410,166.846   MT  0.99969924   -0 47 22.2
 DS3808
 DS3808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3808!SPC WI C     -   0.99997521  x   0.99997409  =   0.99994930
 DS3808!UTM  16      -   0.99997521  x   0.99969924  =   0.99967445
 DS3808
 DS3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1016617648(NAD 83)
 DS3808
 DS3808                          SUPERSEDED SURVEY CONTROL
 DS3808
 DS3808.No superseded survey control is available for this station.
 DS3808
 DS3808_MARKER: DD = SURVEY DISK
 DS3808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3808_STAMPING: 9A244 2017
 DS3808_MARK LOGO: WIDT
 DS3808_PROJECTION: FLUSH
 DS3808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3808+STABILITY: SURFACE MOTION
 DS3808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3808+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2024
 DS3808
 DS3808  HISTORY     - Date     Condition        Report By
 DS3808  HISTORY     - 2017     MONUMENTED       WIDT
 DS3808  HISTORY     - 20241016 GOOD             COLEM
 DS3808
 DS3808                          STATION DESCRIPTION
 DS3808
 DS3808'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3808'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF
 DS3808'GREENLEAF, 5.8 MI (9.3 KM) NORTH-NORTHEAST OF WRIGHTSTOWN AND 4.4 MI
 DS3808'(7.1 KM) SOUTHWEST OF DE PERE.
 DS3808'
 DS3808'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 41 AND SCHEURING
 DS3808'ROAD, GO EAST ON SCHEURING ROAD 0.25 MI (0.40 KM).  TURN RIGHT AND GO
 DS3808'SOUTH ON LAWRENCE DRIVE FOR 1.2 MI (1.9 KM).  TURN RIGHT INTO THE
 DS3808'PARKING LOT OF SOUTHWEST PARK FOR 355 FT (108.2 M) TO THE STATION
 DS3808'LOCATED ON THE LEFT IN A GRASS FIELD BETWEEN A FENCE OF A BASEBALL
 DS3808'FIELD AND THE NORTH ENTRANCE TO SOUTHWEST PARK.
 DS3808'
 DS3808'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3808'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 15 INCH (38 CM)
 DS3808'DIAMETER ROUND CONCRETE FOUNDATION, APPROXIMATELY 375 FT (114.3 M)
 DS3808'WEST OF THE CENTERLINE OF LAWRENCE DRIVE, 26 FT (7.9 M) SOUTH OF A
 DS3808'TREE LINE ON THE SOUTH SIDE OF ENTRANCE TO THE NORTH SIDE OF SOUTHWEST
 DS3808'PARK AND 0.75 FT (23 CM) EAST OF A SINGLE PLASTIC WHITE WITNESS STAKE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3809 ***********************************************************************
 DS3809  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3809  DESIGNATION -  9A245
 DS3809  PID         -  DS3809
 DS3809  STATE/COUNTY-  WI/BROWN
 DS3809  COUNTRY     -  US
 DS3809  USGS QUAD   -  DE PERE (2018)
 DS3809
 DS3809                         *CURRENT SURVEY CONTROL
 DS3809  ______________________________________________________________________
 DS3809* NAD 83(2011) POSITION- 44 25 39.62245(N) 088 04 12.08482(W)   ADJUSTED
 DS3809* NAD 83(2011) ELLIP HT-   154.695 (meters)        (05/13/25)   ADJUSTED
 DS3809* NAD 83(2011) EPOCH   -  2010.00
 DS3809* NAVD 88 ORTHO HEIGHT -   190.91  (meters)      626.3   (feet) GPS OBS
 DS3809  ______________________________________________________________________
 DS3809  GEOID HEIGHT    -        -36.217 (meters)                     GEOID18
 DS3809  NAD 83(2011) X  -    153,654.472 (meters)                     COMP
 DS3809  NAD 83(2011) Y  - -4,559,860.232 (meters)                     COMP
 DS3809  NAD 83(2011) Z  -  4,442,260.472 (meters)                     COMP
 DS3809  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 DS3809
 DS3809  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3809  Standards:
 DS3809         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3809            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3809  -------------------------------------------------------------------
 DS3809  NETWORK    0.45   0.92           0.20   0.16   0.47     -0.02507012
 DS3809  -------------------------------------------------------------------
 DS3809  Click here for local accuracies and other accuracy information.
 DS3809
 DS3809.The horizontal coordinates were established by GPS observations
 DS3809.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3809
 DS3809.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3809.been affixed to the stable North American tectonic plate. See 
 DS3809.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3809
 DS3809.The horizontal coordinates are valid at the epoch date displayed above
 DS3809.which is a decimal equivalence of Year/Month/Day.
 DS3809
 DS3809.The orthometric height was determined by GPS observations and a
 DS3809.high-resolution geoid model using precise GPS observation and
 DS3809.processing techniques.
 DS3809
 DS3809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3809.GEOID18 height accuracy estimate available here.
 DS3809
 DS3809.Click photographs - Photos may exist for this station.
 DS3809
 DS3809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3809
 DS3809.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3809
 DS3809.The ellipsoidal height was determined by GPS observations
 DS3809.and is referenced to NAD 83.
 DS3809
 DS3809. The following values were computed from the NAD 83(2011) position.
 DS3809
 DS3809;                    North         East     Units Scale Factor Converg.
 DS3809;SPC WI C     -    67,867.954   753,660.912   MT  0.99997115   +1 21 42.3
 DS3809;SPC WI C     -   222,663.45  2,472,635.84   sFT  0.99997115   +1 21 42.3
 DS3809;UTM  16      - 4,919,932.056   414,830.333   MT  0.99968921   -0 44 56.7
 DS3809
 DS3809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3809!SPC WI C     -   0.99997574  x   0.99997115  =   0.99994690
 DS3809!UTM  16      -   0.99997574  x   0.99968921  =   0.99966496
 DS3809
 DS3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1483019932(NAD 83)
 DS3809
 DS3809                          SUPERSEDED SURVEY CONTROL
 DS3809
 DS3809.No superseded survey control is available for this station.
 DS3809
 DS3809_MARKER: DD = SURVEY DISK
 DS3809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3809_STAMPING: 9A245 2017
 DS3809_MARK LOGO: WIDT
 DS3809_PROJECTION: FLUSH
 DS3809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3809+STABILITY: SURFACE MOTION
 DS3809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3809+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2024
 DS3809
 DS3809  HISTORY     - Date     Condition        Report By
 DS3809  HISTORY     - 2017     MONUMENTED       WIDT
 DS3809  HISTORY     - 20241016 GOOD             COLEM
 DS3809
 DS3809                          STATION DESCRIPTION
 DS3809
 DS3809'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3809'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF ONEIDA, 6.8 MI
 DS3809'(10.9 KM) SOUTH-SOUTHWEST OF GREEN BAY AND 1.5 MI (2.4 KM)
 DS3809'SOUTH-SOUTHWEST OF DE PERE.
 DS3809'
 DS3809'TO REACH FROM THE FORK OF STATE HIGHWAY 32 AND STATE HIGHWAY 57, GO
 DS3809'SOUTH ON STATE HIGHWAY 32/STATE HIGHWAY 57/SOUTH BROADWAY FOR 1.5 MI
 DS3809'(2.4 KM).  TURN RIGHT AND GO WEST ON HERITAGE ROAD AND IMMEDIATELY
 DS3809'TURN LEFT AND GO SOUTH ON FOX RIVER DRIVE 450 FT (137.2 M) AND   THE
 DS3809'STATION IS ON THE LEFT.
 DS3809'
 DS3809'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3809'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41
 DS3809'CM) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DS3809'LEVEL WITH THE PAVEMENT OF HIGHWAY 57/32.  THE STATION IS 58.5 FT
 DS3809'(17.8 M) EAST THE CENTERLINE OF FOX RIVER DRIVE, 105.6 FT (32.2 M)
 DS3809'NORTHEAST OF POWER POLE LL4 CC26, 49.5 FT (15.1 M) NORTHWEST OF SPEED
 DS3809'LIMIT SIGN AND 182.2 FT (55.5 M) SOUTHWEST OF HIGHWAY 32 AND 57 SIGN.
 DS3809'THE STATION IS IN THE MIDDLE OF A TRIANGLE FORMED BY THREE WHITE
 DS3809'PLASTIC WITNESS STAKES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3810 ***********************************************************************
 DS3810  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3810  DESIGNATION -  9A246
 DS3810  PID         -  DS3810
 DS3810  STATE/COUNTY-  WI/BROWN
 DS3810  COUNTRY     -  US
 DS3810  USGS QUAD   -  DE PERE (2018)
 DS3810
 DS3810                         *CURRENT SURVEY CONTROL
 DS3810  ______________________________________________________________________
 DS3810* NAD 83(2011) POSITION- 44 26 17.76488(N) 088 03 33.53562(W)   ADJUSTED
 DS3810* NAD 83(2011) ELLIP HT-   152.131 (meters)        (05/13/25)   ADJUSTED
 DS3810* NAD 83(2011) EPOCH   -  2010.00
 DS3810* NAVD 88 ORTHO HEIGHT -   188.34  (meters)      617.9   (feet) GPS OBS
 DS3810  ______________________________________________________________________
 DS3810  GEOID HEIGHT    -        -36.218 (meters)                     GEOID18
 DS3810  NAD 83(2011) X  -    154,478.695 (meters)                     COMP
 DS3810  NAD 83(2011) Y  - -4,559,005.835 (meters)                     COMP
 DS3810  NAD 83(2011) Z  -  4,443,099.398 (meters)                     COMP
 DS3810  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 DS3810
 DS3810  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3810  Standards:
 DS3810         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3810            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3810  -------------------------------------------------------------------
 DS3810  NETWORK    0.45   0.86           0.20   0.16   0.44     -0.03366169
 DS3810  -------------------------------------------------------------------
 DS3810  Click here for local accuracies and other accuracy information.
 DS3810
 DS3810.The horizontal coordinates were established by GPS observations
 DS3810.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3810
 DS3810.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3810.been affixed to the stable North American tectonic plate. See 
 DS3810.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3810
 DS3810.The horizontal coordinates are valid at the epoch date displayed above
 DS3810.which is a decimal equivalence of Year/Month/Day.
 DS3810
 DS3810.The orthometric height was determined by GPS observations and a
 DS3810.high-resolution geoid model using precise GPS observation and
 DS3810.processing techniques.
 DS3810
 DS3810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3810.GEOID18 height accuracy estimate available here.
 DS3810
 DS3810.Click photographs - Photos may exist for this station.
 DS3810
 DS3810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3810
 DS3810.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3810
 DS3810.The ellipsoidal height was determined by GPS observations
 DS3810.and is referenced to NAD 83.
 DS3810
 DS3810. The following values were computed from the NAD 83(2011) position.
 DS3810
 DS3810;                    North         East     Units Scale Factor Converg.
 DS3810;SPC WI C     -    69,065.239   754,485.175   MT  0.99996973   +1 22 09.5
 DS3810;SPC WI C     -   226,591.54  2,475,340.11   sFT  0.99996973   +1 22 09.5
 DS3810;UTM  16      - 4,921,097.838   415,697.893   MT  0.99968740   -0 44 30.2
 DS3810
 DS3810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3810!SPC WI C     -   0.99997615  x   0.99996973  =   0.99994588
 DS3810!UTM  16      -   0.99997615  x   0.99968740  =   0.99966355
 DS3810
 DS3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1569721097(NAD 83)
 DS3810
 DS3810                          SUPERSEDED SURVEY CONTROL
 DS3810
 DS3810.No superseded survey control is available for this station.
 DS3810
 DS3810_MARKER: DD = SURVEY DISK
 DS3810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3810_STAMPING: 9A246 2017
 DS3810_MARK LOGO: WIDT
 DS3810_PROJECTION: FLUSH
 DS3810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3810+STABILITY: SURFACE MOTION
 DS3810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3810+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2024
 DS3810
 DS3810  HISTORY     - Date     Condition        Report By
 DS3810  HISTORY     - 2017     MONUMENTED       WIDT
 DS3810  HISTORY     - 20241015 GOOD             COLEM
 DS3810
 DS3810                          STATION DESCRIPTION
 DS3810
 DS3810'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3810'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST OF BELLEVUE, 5.9 MI
 DS3810'(9.5 KM) SOUTH-SOUTHWEST OF GREEN BAY AND 0.7 MI (1.1 KM) SOUTH OF DE
 DS3810'PERE.
 DS3810'
 DS3810'TO REACH THE STATION FROM THE FORK OF STATE HIGHWAY 32 AND STATE
 DS3810'HIGHWAY 57, GO SOUTH ON STATE HIGHWAY 32/STATE HIGHWAY 57/SOUTH
 DS3810'BROADWAY FOR 0.5 MI (0.8 KM).  TURN RIGHT AND GO WEST ON COOK STREET,
 DS3810'IMMEDIATELY TURN LEFT AND GO SOUTH ON HONEY COURT AND IMMEDIATELY TURN
 DS3810'LEFT ON PERSHING ROAD AND CONTINUE FOR 300 FT (91.4 M) TO THE STATION
 DS3810'ON THE LEFT.
 DS3810'
 DS3810'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3810'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41 CM)
 DS3810'DIAMETER CONCRETE POST ABOUT 1 FT (0.3 M) BELOW LEVEL OF ROAD PAVEMENT
 DS3810'AND FLUSH WITH THE GROUND.  THE STATION IS 29.9 FT (9.1 M) SOUTHEAST
 DS3810'OF A FIRE HYDRANT, 41.3 FT (12.6 M) WEST OF THE CENTERLINE OF
 DS3810'SOUTHBOUND LANE HIGHWAY 57/32, 43.6 FT (13.3 M) WEST OF THE CENTERLINE
 DS3810'OF PERSHING ROAD AND 39.0 FT (11.9 M) NORTHEAST OF A RIGHT-OF-WAY
 DS3810'POST.  THE STATION IS IN THE MIDDLE OF TWO WHITE PLASTIC WITNESS
 DS3810'STAKES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3811 ***********************************************************************
 DS3811  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3811  DESIGNATION -  9A247
 DS3811  PID         -  DS3811
 DS3811  STATE/COUNTY-  WI/BROWN
 DS3811  COUNTRY     -  US
 DS3811  USGS QUAD   -  BELLEVUE (2018)
 DS3811
 DS3811                         *CURRENT SURVEY CONTROL
 DS3811  ______________________________________________________________________
 DS3811* NAD 83(2011) POSITION- 44 26 14.90867(N) 087 59 31.92311(W)   ADJUSTED
 DS3811* NAD 83(2011) ELLIP HT-   147.725 (meters)        (05/13/25)   ADJUSTED
 DS3811* NAD 83(2011) EPOCH   -  2010.00
 DS3811* NAVD 88 ORTHO HEIGHT -   183.91  (meters)      603.4   (feet) GPS OBS
 DS3811  ______________________________________________________________________
 DS3811  GEOID HEIGHT    -        -36.192 (meters)                     GEOID18
 DS3811  NAD 83(2011) X  -    159,820.925 (meters)                     COMP
 DS3811  NAD 83(2011) Y  - -4,558,880.301 (meters)                     COMP
 DS3811  NAD 83(2011) Z  -  4,443,033.363 (meters)                     COMP
 DS3811  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 DS3811
 DS3811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3811  Standards:
 DS3811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3811  -------------------------------------------------------------------
 DS3811  NETWORK    0.43   0.86           0.19   0.16   0.44     -0.01757015
 DS3811  -------------------------------------------------------------------
 DS3811  Click here for local accuracies and other accuracy information.
 DS3811
 DS3811.The horizontal coordinates were established by GPS observations
 DS3811.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3811
 DS3811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3811.been affixed to the stable North American tectonic plate. See 
 DS3811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3811
 DS3811.The horizontal coordinates are valid at the epoch date displayed above
 DS3811.which is a decimal equivalence of Year/Month/Day.
 DS3811
 DS3811.The orthometric height was determined by GPS observations and a
 DS3811.high-resolution geoid model using precise GPS observation and
 DS3811.processing techniques.
 DS3811
 DS3811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3811.GEOID18 height accuracy estimate available here.
 DS3811
 DS3811.Click photographs - Photos may exist for this station.
 DS3811
 DS3811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3811
 DS3811.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3811
 DS3811.The ellipsoidal height was determined by GPS observations
 DS3811.and is referenced to NAD 83.
 DS3811
 DS3811. The following values were computed from the NAD 83(2011) position.
 DS3811
 DS3811;                    North         East     Units Scale Factor Converg.
 DS3811;SPC WI C     -    69,106.994   759,828.836   MT  0.99996984   +1 24 60.0
 DS3811;SPC WI C     -   226,728.53  2,492,871.77   sFT  0.99996984   +1 24 60.0
 DS3811;UTM  16      - 4,920,942.756   421,037.928   MT  0.99967668   -0 41 40.9
 DS3811
 DS3811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3811!SPC WI C     -   0.99997684  x   0.99996984  =   0.99994668
 DS3811!UTM  16      -   0.99997684  x   0.99967668  =   0.99965353
 DS3811
 DS3811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2103720942(NAD 83)
 DS3811
 DS3811                          SUPERSEDED SURVEY CONTROL
 DS3811
 DS3811.No superseded survey control is available for this station.
 DS3811
 DS3811_MARKER: DD = SURVEY DISK
 DS3811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3811_STAMPING: 9A247 2017
 DS3811_MARK LOGO: WIDT
 DS3811_PROJECTION: FLUSH
 DS3811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3811+STABILITY: SURFACE MOTION
 DS3811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3811+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2024
 DS3811
 DS3811  HISTORY     - Date     Condition        Report By
 DS3811  HISTORY     - 2017     MONUMENTED       WIDT
 DS3811  HISTORY     - 20241015 GOOD             COLEM
 DS3811
 DS3811                          STATION DESCRIPTION
 DS3811
 DS3811'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3811'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHEAST OF THE CITY OF GREEN
 DS3811'BAY, 3.5 MI (5.6 KM) EAST OF THE CITY OF DE PERE AND 10 MI (16.1 KM)
 DS3811'NORTHWEST OF THE VILLAGE OF DENMARK.
 DS3811'
 DS3811'TO REACH THE STATION FROM THE JUNCTION OF WIS 172 AND COUNTY HIGHWAY
 DS3811'GV (MONROE ROAD), ABOUT 2 MI (3.2 KM) SOUTHEAST OF THE VILLAGE OF
 DS3811'ALLOUEZ, GO SOUTH ON COUNTY HIGHWAY GV (MONROE ROAD) 2 MI (3.2 KM).
 DS3811'TURN LEFT AND GO EAST ON COUNTY HIGHWAY D (DICKINSON ROAD) FOR 1.2 MI
 DS3811'(1.9 KM).  TURN LEFT AND GO NORTH ON BOWER CREEK ROAD FOR 1 MI (1.6
 DS3811'KM) TO THE STATION ON THE LEFT.
 DS3811'
 DS3811'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3811'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 15 INCH (38 CM)
 DS3811'DIAMETER ROUND CONCRETE POST, APPROXIMATELY 12 IN (30.5 CM) ABOVE A
 DS3811'DITCH LINE.  THE STATION IS 33 FT (10.1 M) WEST OF THE CENTERLINE OF
 DS3811'BOWER CREEK ROAD, 2.9 FT (0.9 M) NORTH AND 3.3 FT (1.0 M) SOUTH OF
 DS3811'ORANGE SURVEY MARKER POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3812 ***********************************************************************
 DS3812  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3812  DESIGNATION -  9A248
 DS3812  PID         -  DS3812
 DS3812  STATE/COUNTY-  WI/BROWN
 DS3812  COUNTRY     -  US
 DS3812  USGS QUAD   -  BELLEVUE (2018)
 DS3812
 DS3812                         *CURRENT SURVEY CONTROL
 DS3812  ______________________________________________________________________
 DS3812* NAD 83(2011) POSITION- 44 27 07.05650(N) 087 56 19.54098(W)   ADJUSTED
 DS3812* NAD 83(2011) ELLIP HT-   186.154 (meters)        (05/13/25)   ADJUSTED
 DS3812* NAD 83(2011) EPOCH   -  2010.00
 DS3812* NAVD 88 ORTHO HEIGHT -   222.32  (meters)      729.4   (feet) GPS OBS
 DS3812  ______________________________________________________________________
 DS3812  GEOID HEIGHT    -        -36.167 (meters)                     GEOID18
 DS3812  NAD 83(2011) X  -    164,033.346 (meters)                     COMP
 DS3812  NAD 83(2011) Y  - -4,557,630.266 (meters)                     COMP
 DS3812  NAD 83(2011) Z  -  4,444,209.468 (meters)                     COMP
 DS3812  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 DS3812
 DS3812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3812  Standards:
 DS3812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3812  -------------------------------------------------------------------
 DS3812  NETWORK    0.43   0.86           0.19   0.16   0.44     -0.01650156
 DS3812  -------------------------------------------------------------------
 DS3812  Click here for local accuracies and other accuracy information.
 DS3812
 DS3812.The horizontal coordinates were established by GPS observations
 DS3812.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3812
 DS3812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3812.been affixed to the stable North American tectonic plate. See 
 DS3812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3812
 DS3812.The horizontal coordinates are valid at the epoch date displayed above
 DS3812.which is a decimal equivalence of Year/Month/Day.
 DS3812
 DS3812.The orthometric height was determined by GPS observations and a
 DS3812.high-resolution geoid model using precise GPS observation and
 DS3812.processing techniques.
 DS3812
 DS3812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3812.GEOID18 height accuracy estimate available here.
 DS3812
 DS3812.Click photographs - Photos may exist for this station.
 DS3812
 DS3812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3812
 DS3812.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3812
 DS3812.The ellipsoidal height was determined by GPS observations
 DS3812.and is referenced to NAD 83.
 DS3812
 DS3812. The following values were computed from the NAD 83(2011) position.
 DS3812
 DS3812;                    North         East     Units Scale Factor Converg.
 DS3812;SPC WI C     -    70,822.649   764,041.078   MT  0.99996795   +1 27 15.7
 DS3812;SPC WI C     -   232,357.31  2,506,691.44   sFT  0.99996795   +1 27 15.7
 DS3812;UTM  16      - 4,922,501.580   425,309.258   MT  0.99966860   -0 39 26.8
 DS3812
 DS3812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3812!SPC WI C     -   0.99997081  x   0.99996795  =   0.99993876
 DS3812!UTM  16      -   0.99997081  x   0.99966860  =   0.99963942
 DS3812
 DS3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2530922501(NAD 83)
 DS3812
 DS3812                          SUPERSEDED SURVEY CONTROL
 DS3812
 DS3812.No superseded survey control is available for this station.
 DS3812
 DS3812_MARKER: DD = SURVEY DISK
 DS3812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3812_STAMPING: 9A248 2017
 DS3812_MARK LOGO: WIDT
 DS3812_PROJECTION: FLUSH
 DS3812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3812+STABILITY: SURFACE MOTION
 DS3812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3812+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2024
 DS3812
 DS3812  HISTORY     - Date     Condition        Report By
 DS3812  HISTORY     - 2017     MONUMENTED       WIDT
 DS3812  HISTORY     - 20241016 GOOD             COLEM
 DS3812
 DS3812                          STATION DESCRIPTION
 DS3812
 DS3812'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3812'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF DE PERE, 5.6 MI (9.0
 DS3812'KM) WEST OF POLAND AND 1.1 MI (1.8 KM) WEST-NORTHWEST OF BELLEVUE.
 DS3812'
 DS3812'TO REACH FROM THE INTERSECTION OF INTERSTATE 43 AND U.S. 141, GO NORTH
 DS3812'ON U.S. 141 FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF U.S. 141
 DS3812'(MAIN STREET).  TURN LEFT AND GO NORTHWEST ON U.S. 141 (MAIN STREET)
 DS3812'FOR 1.4 MI (2.3 KM) TO THE INTERSECTION WITH KLONDIKE ROAD AND THE
 DS3812'STATION ON THE RIGHT.
 DS3812'
 DS3812'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3812'GEODETIC SURVEY MARK DISK SET IN THE TOP OF A 15 INCH (38 CM) CONCRETE
 DS3812'POST WHICH SITS ATOP A RIDGE LOCATED BETWEEN U.S. 141 (MAIN STREET)
 DS3812'AND RAILROAD TRACKS.  THE STATION IS 60 FT (18.3 M) NORTH OF THE
 DS3812'CENTERLINE OF U.S. 141 (MAIN STREET), 74 FT (22.6 M) EAST OF THE
 DS3812'CENTERLINE OF KLONDIKE ROAD, 84 FT (25.6 M) SOUTH OF THE CENTERLINE OF
 DS3812'RAILROAD TRACKS AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DS3812'THREE ORANGE WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3813 ***********************************************************************
 DS3813  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3813  DESIGNATION -  9A249
 DS3813  PID         -  DS3813
 DS3813  STATE/COUNTY-  WI/BROWN
 DS3813  COUNTRY     -  US
 DS3813  USGS QUAD   -  BELLEVUE (2018)
 DS3813
 DS3813                         *CURRENT SURVEY CONTROL
 DS3813  ______________________________________________________________________
 DS3813* NAD 83(2011) POSITION- 44 28 35.69793(N) 087 58 06.03979(W)   ADJUSTED
 DS3813* NAD 83(2011) ELLIP HT-   161.329 (meters)        (05/13/25)   ADJUSTED
 DS3813* NAD 83(2011) EPOCH   -  2010.00
 DS3813* NAVD 88 ORTHO HEIGHT -   197.53  (meters)      648.1   (feet) GPS OBS
 DS3813  ______________________________________________________________________
 DS3813  GEOID HEIGHT    -        -36.202 (meters)                     GEOID18
 DS3813  NAD 83(2011) X  -    161,611.550 (meters)                     COMP
 DS3813  NAD 83(2011) Y  - -4,555,781.260 (meters)                     COMP
 DS3813  NAD 83(2011) Z  -  4,446,144.851 (meters)                     COMP
 DS3813  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 DS3813
 DS3813  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3813  Standards:
 DS3813         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3813            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3813  -------------------------------------------------------------------
 DS3813  NETWORK    0.43   0.84           0.19   0.16   0.43     -0.04562921
 DS3813  -------------------------------------------------------------------
 DS3813  Click here for local accuracies and other accuracy information.
 DS3813
 DS3813.The horizontal coordinates were established by GPS observations
 DS3813.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3813
 DS3813.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3813.been affixed to the stable North American tectonic plate. See 
 DS3813.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3813
 DS3813.The horizontal coordinates are valid at the epoch date displayed above
 DS3813.which is a decimal equivalence of Year/Month/Day.
 DS3813
 DS3813.The orthometric height was determined by GPS observations and a
 DS3813.high-resolution geoid model using precise GPS observation and
 DS3813.processing techniques.
 DS3813
 DS3813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3813.GEOID18 height accuracy estimate available here.
 DS3813
 DS3813.Click photographs - Photos may exist for this station.
 DS3813
 DS3813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3813
 DS3813.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3813
 DS3813.The ellipsoidal height was determined by GPS observations
 DS3813.and is referenced to NAD 83.
 DS3813
 DS3813. The following values were computed from the NAD 83(2011) position.
 DS3813
 DS3813;                    North         East     Units Scale Factor Converg.
 DS3813;SPC WI C     -    73,498.467   761,618.802   MT  0.99996488   +1 26 00.6
 DS3813;SPC WI C     -   241,136.22  2,498,744.35   sFT  0.99996488   +1 26 00.6
 DS3813;UTM  16      - 4,925,264.027   422,987.920   MT  0.99967294   -0 40 42.5
 DS3813
 DS3813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3813!SPC WI C     -   0.99997470  x   0.99996488  =   0.99993959
 DS3813!UTM  16      -   0.99997470  x   0.99967294  =   0.99964765
 DS3813
 DS3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2298725264(NAD 83)
 DS3813
 DS3813                          SUPERSEDED SURVEY CONTROL
 DS3813
 DS3813.No superseded survey control is available for this station.
 DS3813
 DS3813_MARKER: DD = SURVEY DISK
 DS3813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3813_STAMPING: 9A249 2017
 DS3813_MARK LOGO: WIDT
 DS3813_PROJECTION: FLUSH
 DS3813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3813+STABILITY: SURFACE MOTION
 DS3813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3813+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2024
 DS3813
 DS3813  HISTORY     - Date     Condition        Report By
 DS3813  HISTORY     - 2017     MONUMENTED       WIDT
 DS3813  HISTORY     - 20241016 GOOD             COLEM
 DS3813
 DS3813                          STATION DESCRIPTION
 DS3813
 DS3813'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3813'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST-NORTHEAST OF DE PERE,
 DS3813'3.9 MI (6.3 KM) SOUTHEAST OF GREEN BAY AND 3.3 MI (5.3 KM) NORTHWEST
 DS3813'OF BELLEVUE.
 DS3813'
 DS3813'TO REACH FROM THE INTERSECTION OF INTERSTATE 43 AND U.S. 141 (MAIN
 DS3813'STREET), GO NORTH ON U.S. 141 FOR 0.5 MI (0.8 KM), PROCEED THROUGH THE
 DS3813'TRAFFIC CIRCLE AND CONTINUE ON U.S. 141 FOR 0.7 MI (1.1 KM).  TURN
 DS3813'RIGHT ON PECAN STREET FOLLOWED BY AN IMMEDIATE RIGHT ONTO BROSIG
 DS3813'STREET.  CONTINUE ON BROSIG STREET FOR 0.1 MI (0.2 KM) TO THE MONUMENT
 DS3813'ON THE RIGHT.
 DS3813'
 DS3813'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3813'GEODETIC SURVEY CONTROL STATION DISK SET IN A 15 INCH (38 CM) DIAMETER
 DS3813'CONCRETE POST AND FLUSH WITH THE GROUND.  THE STATION IS IN A GRASS
 DS3813'ARE BETWEEN U.S. 141 AND BROSIG STREET.  THE STATION IS 52 FT (15.8 M)
 DS3813'EAST OF THE NORTHBOUND CENTERLINE OF U.S. 141, 90 FT (27.4 M) WEST OF
 DS3813'THE CENTERLINE OF BROSIG STREET, 95.6 FT (29.1 M) SOUTH EAST OF POWER
 DS3813'POLE WITH TAG 154AA31, 68 FT (20.7 M) NORTHWEST OF A FIRE HYDRANT AND
 DS3813'SITS IN THE MIDDLE OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC
 DS3813'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3814 ***********************************************************************
 DS3814  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3814  DESIGNATION -  9A250
 DS3814  PID         -  DS3814
 DS3814  STATE/COUNTY-  WI/BROWN
 DS3814  COUNTRY     -  US
 DS3814  USGS QUAD   -  GREEN BAY EAST (2018)
 DS3814
 DS3814                         *CURRENT SURVEY CONTROL
 DS3814  ______________________________________________________________________
 DS3814* NAD 83(2011) POSITION- 44 31 10.67586(N) 087 58 04.45231(W)   ADJUSTED
 DS3814* NAD 83(2011) ELLIP HT-   141.636 (meters)        (05/13/25)   ADJUSTED
 DS3814* NAD 83(2011) EPOCH   -  2010.00
 DS3814* NAVD 88 ORTHO HEIGHT -   177.86  (meters)      583.5   (feet) GPS OBS
 DS3814  ______________________________________________________________________
 DS3814  GEOID HEIGHT    -        -36.228 (meters)                     GEOID18
 DS3814  NAD 83(2011) X  -    161,527.222 (meters)                     COMP
 DS3814  NAD 83(2011) Y  - -4,552,415.154 (meters)                     COMP
 DS3814  NAD 83(2011) Z  -  4,449,543.243 (meters)                     COMP
 DS3814  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 DS3814
 DS3814  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3814  Standards:
 DS3814         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3814            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3814  -------------------------------------------------------------------
 DS3814  NETWORK    0.45   0.90           0.20   0.16   0.46     -0.03708197
 DS3814  -------------------------------------------------------------------
 DS3814  Click here for local accuracies and other accuracy information.
 DS3814
 DS3814.The horizontal coordinates were established by GPS observations
 DS3814.and adjusted by the WI DEPT OF TRANSP in May 2025.
 DS3814
 DS3814.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3814.been affixed to the stable North American tectonic plate. See 
 DS3814.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3814
 DS3814.The horizontal coordinates are valid at the epoch date displayed above
 DS3814.which is a decimal equivalence of Year/Month/Day.
 DS3814
 DS3814.The orthometric height was determined by GPS observations and a
 DS3814.high-resolution geoid model using precise GPS observation and
 DS3814.processing techniques.
 DS3814
 DS3814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3814.GEOID18 height accuracy estimate available here.
 DS3814
 DS3814.Click photographs - Photos may exist for this station.
 DS3814
 DS3814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3814
 DS3814.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3814
 DS3814.The ellipsoidal height was determined by GPS observations
 DS3814.and is referenced to NAD 83.
 DS3814
 DS3814. The following values were computed from the NAD 83(2011) position.
 DS3814
 DS3814;                    North         East     Units Scale Factor Converg.
 DS3814;SPC WI C     -    78,281.404   761,534.180   MT  0.99995996   +1 26 01.7
 DS3814;SPC WI C     -   256,828.24  2,498,466.72   sFT  0.99995996   +1 26 01.7
 DS3814;UTM  16      - 4,930,045.448   423,079.613   MT  0.99967276   -0 40 43.3
 DS3814
 DS3814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3814!SPC WI C     -   0.99997779  x   0.99995996  =   0.99993775
 DS3814!UTM  16      -   0.99997779  x   0.99967276  =   0.99965056
 DS3814
 DS3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2307930045(NAD 83)
 DS3814
 DS3814                          SUPERSEDED SURVEY CONTROL
 DS3814
 DS3814.No superseded survey control is available for this station.
 DS3814
 DS3814_MARKER: DD = SURVEY DISK
 DS3814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3814_STAMPING: 9A250 2017
 DS3814_MARK LOGO: WIDT
 DS3814_PROJECTION: FLUSH
 DS3814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3814+STABILITY: SURFACE MOTION
 DS3814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3814+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2024
 DS3814
 DS3814  HISTORY     - Date     Condition        Report By
 DS3814  HISTORY     - 2017     MONUMENTED       WIDT
 DS3814  HISTORY     - 20241017 GOOD             COLEM
 DS3814
 DS3814                          STATION DESCRIPTION
 DS3814
 DS3814'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS3814'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF DE PERE, 5.7
 DS3814'MI (9.2 KM) NORTH-NORTHWEST OF BELLEVUE AND 2.6 MI (4.2 KM) EAST OF
 DS3814'GREEN BAY.
 DS3814'
 DS3814'TO REACH FROM THE INTERSECTION OF INTERSTATE 43 AND NORTH WEBSTER
 DS3814'AVENUE, HEAD SOUTHWEST ON NORTH WEBSTER AVENUE 0.2 MI (0.3 KM).  TURN
 DS3814'LEFT AND GO EAST ON RADISSON STREET FOR 1.3 MI (2.1 KM) TO THE STATION
 DS3814'ON THE LEFT.
 DS3814'
 DS3814'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS3814'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 15 INCH (38
 DS3814'CM) DIAMETER CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS LOCATED
 DS3814'IN A GRASSY AREA ON THE NORTHWEST CORNER OF THE INTERSECTION OF
 DS3814'RADDISON STREET AND DANZ AVENUE, 64 FT (19.5 M) NORTH OF THE
 DS3814'CENTERLINE OF RADISSON STREET, 60 FT (18.3 M) WEST OF THE CENTERLINE
 DS3814'OF DANZ AVENUE AND 30 FT (9.1 M) SOUTHWEST OF A 26 INCH (66 CM)
 DS3814'DIAMETER MANHOLE COVER AND 1 FT (0.3 M) SOUTHEAST OF A WHITE PLASTIC
 DS3814'WITNESS STAKE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3025 ***********************************************************************
 DR3025  DESIGNATION -  9A251
 DR3025  PID         -  DR3025
 DR3025  STATE/COUNTY-  WI/DOOR
 DR3025  COUNTRY     -  US
 DR3025  USGS QUAD   -  STURGEON BAY EAST (2018)
 DR3025
 DR3025                         *CURRENT SURVEY CONTROL
 DR3025  ______________________________________________________________________
 DR3025* NAD 83(1986) POSITION- 44 49 32.51   (N) 087 21 04.86   (W)   HD_HELD1
 DR3025* NAVD 88 ORTHO HEIGHT -   184.498 (meters)      605.31  (feet) ADJUSTED
 DR3025  ______________________________________________________________________
 DR3025  GEOID HEIGHT    -        -36.779 (meters)                     GEOID18
 DR3025  DYNAMIC HEIGHT  -        184.480 (meters)      605.25  (feet) COMP
 DR3025  MODELED GRAVITY -    980,515.3   (mgal)                       NAVD 88
 DR3025
 DR3025  VERT ORDER      -  SECOND    CLASS I
 DR3025
 DR3025.The horizontal coordinates were determined by differentially corrected
 DR3025.hand held GPS observations or other comparable positioning techniques
 DR3025.and have an estimated accuracy of +/- 3 meters.
 DR3025
 DR3025.The orthometric height was determined by differential leveling and
 DR3025.adjusted by the NATIONAL GEODETIC SURVEY
 DR3025.in October 2019.
 DR3025
 DR3025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3025.GEOID18 height accuracy estimate available here.
 DR3025
 DR3025.Click photographs - Photos may exist for this station.
 DR3025
 DR3025.The dynamic height is computed by dividing the NAVD 88
 DR3025.geopotential number by the normal gravity value computed on the
 DR3025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3025.degrees latitude (g = 980.6199 gals.).
 DR3025
 DR3025.The modeled gravity was interpolated from observed gravity values.
 DR3025
 DR3025;                    North         East    Units  Estimated Accuracy
 DR3025;SPC WI C     -   113,685.6     809,420.4     MT  (+/- 3 meters HH1 GPS) 
 DR3025
 DR3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7222463647(NAD 83)
 DR3025
 DR3025                          SUPERSEDED SURVEY CONTROL
 DR3025
 DR3025.No superseded survey control is available for this station.
 DR3025
 DR3025_MARKER: DD = SURVEY DISK
 DR3025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR3025_STAMPING: 9A251 2017
 DR3025_MARK LOGO: WIDT
 DR3025_PROJECTION: FLUSH
 DR3025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR3025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3025+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2019
 DR3025
 DR3025  HISTORY     - Date     Condition        Report By
 DR3025  HISTORY     - 2017     MONUMENTED       WIDT
 DR3025  HISTORY     - 20190813 GOOD             WIDT
 DR3025
 DR3025                          STATION DESCRIPTION
 DR3025
 DR3025'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3025'THE STATION IS LOCATED IN THE CITY OF STURGEON BAY, ABOUT 17 MI (27.4
 DR3025'KM) SOUTH OF EGG HARBOR AND 15 MI (24.1 KM) NORTH OF ALGOMA.
 DR3025'
 DR3025'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH STATE
 DR3025'HIGHWAY 42 NORTH ABOUT 3 MI (4.8 KM) NORTHEAST OF DOWNTOWN STURGEON
 DR3025'BAY, GO SOUTH ON STATE HIGHWAY 42 AND STATE HIGHWAY 57 FOR 3.15 MI
 DR3025'(5.07 KM) TO UTAH STREET.  CONTINUE SOUTHWEST ON STATE HIGHWAY 42 AND
 DR3025'STATE HIGHWAY 57 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DR3025'
 DR3025'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3025'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DR3025'INCHES) DIAMETER CONCRETE POST, ABOUT 2 M (6.6 FT) HIGHER THAN THE
 DR3025'HIGHWAY GRADE.
 DR3025'
 DR3025'THE STATION IS 22.1 M (72.5 FT) NORTHWEST OF THE EDGE OF PAVEMENT OF
 DR3025'THE ASPHALT SHOULDER FOR SOUTHBOUND STATE HIGHWAY 42 AND STATE HIGHWAY
 DR3025'57, 39.8 M (130.6 FT) SOUTH-SOUTHEAST OF A RED FIRE HYDRANT, 17.3 M
 DR3025'(56.8 FT) SOUTHEAST OF THE CENTER OF AN ASPHALT DRIVEWAY AND IS
 DR3025'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 PLASTIC
 DR3025'GUARD POSTS.
 DR3025'
 DR3025'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3025'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3026 ***********************************************************************
 DR3026  DESIGNATION -  9A252
 DR3026  PID         -  DR3026
 DR3026  STATE/COUNTY-  WI/DOOR
 DR3026  COUNTRY     -  US
 DR3026  USGS QUAD   -  STURGEON BAY EAST (2018)
 DR3026
 DR3026                         *CURRENT SURVEY CONTROL
 DR3026  ______________________________________________________________________
 DR3026* NAD 83(1986) POSITION- 44 51 01.00   (N) 087 20 48.76   (W)   HD_HELD1
 DR3026* NAVD 88 ORTHO HEIGHT -   209.970 (meters)      688.88  (feet) ADJUSTED
 DR3026  ______________________________________________________________________
 DR3026  GEOID HEIGHT    -        -36.808 (meters)                     GEOID18
 DR3026  DYNAMIC HEIGHT  -        209.950 (meters)      688.81  (feet) COMP
 DR3026  MODELED GRAVITY -    980,516.6   (mgal)                       NAVD 88
 DR3026
 DR3026  VERT ORDER      -  SECOND    CLASS I
 DR3026
 DR3026.The horizontal coordinates were determined by differentially corrected
 DR3026.hand held GPS observations or other comparable positioning techniques
 DR3026.and have an estimated accuracy of +/- 3 meters.
 DR3026
 DR3026.The orthometric height was determined by differential leveling and
 DR3026.adjusted by the NATIONAL GEODETIC SURVEY
 DR3026.in October 2019.
 DR3026
 DR3026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3026.GEOID18 height accuracy estimate available here.
 DR3026
 DR3026.Click photographs - Photos may exist for this station.
 DR3026
 DR3026.The dynamic height is computed by dividing the NAVD 88
 DR3026.geopotential number by the normal gravity value computed on the
 DR3026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3026.degrees latitude (g = 980.6199 gals.).
 DR3026
 DR3026.The modeled gravity was interpolated from observed gravity values.
 DR3026
 DR3026;                    North         East    Units  Estimated Accuracy
 DR3026;SPC WI C     -   116,427.1     809,684.7     MT  (+/- 3 meters HH1 GPS) 
 DR3026
 DR3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7258966376(NAD 83)
 DR3026
 DR3026                          SUPERSEDED SURVEY CONTROL
 DR3026
 DR3026.No superseded survey control is available for this station.
 DR3026
 DR3026_MARKER: DD = SURVEY DISK
 DR3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR3026_STAMPING: 9A252 2017
 DR3026_MARK LOGO: WIDT
 DR3026_PROJECTION: FLUSH
 DR3026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR3026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3026+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2019
 DR3026
 DR3026  HISTORY     - Date     Condition        Report By
 DR3026  HISTORY     - 2017     MONUMENTED       WIDT
 DR3026  HISTORY     - 20190813 GOOD             WIDT
 DR3026
 DR3026                          STATION DESCRIPTION
 DR3026
 DR3026'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3026'THE STATION IS LOCATED IN THE CITY OF STURGEON BAY, ABOUT 16 MI (25.7
 DR3026'KM) NORTH OF ALGOMA AND 16 MI (25.7 KM) SOUTH OF EGG HARBOR.
 DR3026'
 DR3026'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH STATE
 DR3026'HIGHWAY 42 NORTH ABOUT 3 MI (4.8 KM) NORTHEAST OF DOWNTOWN STURGEON
 DR3026'BAY, GO SOUTH ON STATE HIGHWAY 42 AND STATE HIGHWAY 57 FOR 1.3 MI (2.1
 DR3026'KM) TO BUSINESS HIGHWAY 42 AND BUSINESS HIGHWAY 57 (EGG HARBOR ROAD).
 DR3026'CONTINUE SOUTH ON STATE HIGHWAY 42 AND STATE HIGHWAY 57 FOR 0.2 MI
 DR3026'(0.3 KM) TO THE STATION ON THE RIGHT.
 DR3026'
 DR3026'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3026'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DR3026'INCHES) DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) HIGHER THAN THE
 DR3026'HIGHWAY GRADE.
 DR3026'
 DR3026'THE STATION IS 8.3 M (27.2 FT) WEST OF THE BACK OF CURB OF STATE
 DR3026'HIGHWAY 42 AND STATE HIGHWAY 57, 61.6 M (202.1 FT) NORTH OF THE
 DR3026'CENTERLINE OF COUNTY HIGHWAY T (ALABAMA STREET), 23.2 M (76.1 FT)
 DR3026'EAST-NORTHEAST OF A YELLOW RIGHT-OF-WAY POST AND 0.25 M (0.8 FT) EAST
 DR3026'OF A WHITE PLASTIC WITNESS POST.
 DR3026'
 DR3026'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3026'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3394 ***********************************************************************
 DS3394  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3394  DESIGNATION -  9A257
 DS3394  PID         -  DS3394
 DS3394  STATE/COUNTY-  WI/CRAWFORD
 DS3394  COUNTRY     -  US
 DS3394  USGS QUAD   -  BRIDGEPORT (2018)
 DS3394
 DS3394                         *CURRENT SURVEY CONTROL
 DS3394  ______________________________________________________________________
 DS3394* NAD 83(2011) POSITION- 43 04 02.33489(N) 091 04 40.79712(W)   ADJUSTED
 DS3394* NAD 83(2011) ELLIP HT-   335.040 (meters)        (02/05/25)   ADJUSTED
 DS3394* NAD 83(2011) EPOCH   -  2010.00
 DS3394* NAVD 88 ORTHO HEIGHT -   366.85  (meters)     1203.6   (feet) GPS OBS
 DS3394  ______________________________________________________________________
 DS3394  GEOID HEIGHT    -        -31.808 (meters)                     GEOID18
 DS3394  NAD 83(2011) X  -    -87,804.504 (meters)                     COMP
 DS3394  NAD 83(2011) Y  - -4,666,268.659 (meters)                     COMP
 DS3394  NAD 83(2011) Z  -  4,333,196.813 (meters)                     COMP
 DS3394  LAPLACE CORR    -         -6.38  (seconds)                    DEFLEC18
 DS3394
 DS3394  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3394  Standards:
 DS3394         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3394            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3394  -------------------------------------------------------------------
 DS3394  NETWORK    0.63   1.31           0.29   0.21   0.67      0.01623500
 DS3394  -------------------------------------------------------------------
 DS3394  Click here for local accuracies and other accuracy information.
 DS3394
 DS3394.The horizontal coordinates were established by GPS observations
 DS3394.and adjusted by the WI DEPT OF TRANSP in February 2025.
 DS3394
 DS3394.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3394.been affixed to the stable North American tectonic plate. See 
 DS3394.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3394
 DS3394.The horizontal coordinates are valid at the epoch date displayed above
 DS3394.which is a decimal equivalence of Year/Month/Day.
 DS3394
 DS3394.The orthometric height was determined by GPS observations and a
 DS3394.high-resolution geoid model using precise GPS observation and
 DS3394.processing techniques.
 DS3394
 DS3394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3394.GEOID18 height accuracy estimate available here.
 DS3394
 DS3394.Click photographs - Photos may exist for this station.
 DS3394
 DS3394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3394
 DS3394.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3394
 DS3394.The ellipsoidal height was determined by GPS observations
 DS3394.and is referenced to NAD 83.
 DS3394
 DS3394. The following values were computed from the NAD 83(2011) position.
 DS3394
 DS3394;                    North         East     Units Scale Factor Converg.
 DS3394;SPC WI S     -   119,135.968   512,201.806   MT  0.99994944   -0 44 26.5
 DS3394;SPC WI S     -   390,865.26  1,680,448.76   sFT  0.99994944   -0 44 26.5
 DS3394;UTM  15      - 4,770,082.761   656,490.021   MT  0.99990127   +1 18 45.8
 DS3394
 DS3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3394!SPC WI S     -   0.99994746  x   0.99994944  =   0.99989690
 DS3394!UTM  15      -   0.99994746  x   0.99990127  =   0.99984874
 DS3394
 DS3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5649070082(NAD 83)
 DS3394
 DS3394                          SUPERSEDED SURVEY CONTROL
 DS3394
 DS3394.No superseded survey control is available for this station.
 DS3394
 DS3394_MARKER: DD = SURVEY DISK
 DS3394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3394_STAMPING: 9A257 2017
 DS3394_MARK LOGO: WIDT
 DS3394_PROJECTION: FLUSH
 DS3394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3394+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 DS3394
 DS3394  HISTORY     - Date     Condition        Report By
 DS3394  HISTORY     - 2017     MONUMENTED       WIDT
 DS3394  HISTORY     - 20240826 GOOD             WIDT
 DS3394
 DS3394                          STATION DESCRIPTION
 DS3394
 DS3394'DESCRIBED BY WI DEPT OF TRANSP 2024 (TSS)
 DS3394'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH OF BRODTVILLE, 7.5
 DS3394'MI (12.1 KM) SOUTH-SOUTHWEST OF EASTMAN AND 4.1 MI (6.7 KM)
 DS3394'NORTH-NORTHWEST OF BRIDGEPORT.
 DS3394'
 DS3394'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH STATE
 DS3394'HIGHWAY 35, LOCATED IN PRAIRIE DU CHIEN, WI, GO EASTERLY ON STATE
 DS3394'HIGHWAY 27 FOR 3.5 MI (5.6 KM) TO IRISH RIDGE ROAD ON THE RIGHT AND
 DS3394'THE STATION ON THE RIGHT.
 DS3394'
 DS3394'THE STATION IS LOCATED 12.7 M (41.7 FT) SOUTHEAST OF THE EDGE OF
 DS3394'PAVEMENT OF STATE HIGHWAY 27, 19.8 M (65.0 FT) SOUTHWEST OF THE EDGE
 DS3394'OF CURB OF IRISH RIDGE ROAD AND 1 M (3.3 FT) SOUTHWEST, SOUTHEAST AN
 DS3394'NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3395 ***********************************************************************
 DS3395  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3395  DESIGNATION -  9A258
 DS3395  PID         -  DS3395
 DS3395  STATE/COUNTY-  WI/CRAWFORD
 DS3395  COUNTRY     -  US
 DS3395  USGS QUAD   -  BRIDGEPORT (2018)
 DS3395
 DS3395                         *CURRENT SURVEY CONTROL
 DS3395  ______________________________________________________________________
 DS3395* NAD 83(2011) POSITION- 43 07 19.30279(N) 091 03 22.58431(W)   ADJUSTED
 DS3395* NAD 83(2011) ELLIP HT-   340.582 (meters)        (02/05/25)   ADJUSTED
 DS3395* NAD 83(2011) EPOCH   -  2010.00
 DS3395* NAVD 88 ORTHO HEIGHT -   372.49  (meters)     1222.1   (feet) GPS OBS
 DS3395  ______________________________________________________________________
 DS3395  GEOID HEIGHT    -        -31.905 (meters)                     GEOID18
 DS3395  NAD 83(2011) X  -    -85,958.629 (meters)                     COMP
 DS3395  NAD 83(2011) Y  - -4,662,153.384 (meters)                     COMP
 DS3395  NAD 83(2011) Z  -  4,337,639.404 (meters)                     COMP
 DS3395  LAPLACE CORR    -         -6.63  (seconds)                    DEFLEC18
 DS3395
 DS3395  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3395  Standards:
 DS3395         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3395            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3395  -------------------------------------------------------------------
 DS3395  NETWORK    0.46   0.94           0.21   0.16   0.48     -0.03948490
 DS3395  -------------------------------------------------------------------
 DS3395  Click here for local accuracies and other accuracy information.
 DS3395
 DS3395.The horizontal coordinates were established by GPS observations
 DS3395.and adjusted by the WI DEPT OF TRANSP in February 2025.
 DS3395
 DS3395.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3395.been affixed to the stable North American tectonic plate. See 
 DS3395.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3395
 DS3395.The horizontal coordinates are valid at the epoch date displayed above
 DS3395.which is a decimal equivalence of Year/Month/Day.
 DS3395
 DS3395.The orthometric height was determined by GPS observations and a
 DS3395.high-resolution geoid model using precise GPS observation and
 DS3395.processing techniques.
 DS3395
 DS3395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3395.GEOID18 height accuracy estimate available here.
 DS3395
 DS3395.Click photographs - Photos may exist for this station.
 DS3395
 DS3395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3395
 DS3395.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3395
 DS3395.The ellipsoidal height was determined by GPS observations
 DS3395.and is referenced to NAD 83.
 DS3395
 DS3395. The following values were computed from the NAD 83(2011) position.
 DS3395
 DS3395;                    North         East     Units Scale Factor Converg.
 DS3395;SPC WI S     -   125,190.864   514,048.166   MT  0.99994436   -0 43 32.8
 DS3395;SPC WI S     -   410,730.36  1,686,506.36   sFT  0.99994436   -0 43 32.8
 DS3395;UTM  15      - 4,776,199.686   658,118.105   MT  0.99990756   +1 19 44.1
 DS3395
 DS3395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3395!SPC WI S     -   0.99994659  x   0.99994436  =   0.99989096
 DS3395!UTM  15      -   0.99994659  x   0.99990756  =   0.99985416
 DS3395
 DS3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5811876199(NAD 83)
 DS3395
 DS3395                          SUPERSEDED SURVEY CONTROL
 DS3395
 DS3395.No superseded survey control is available for this station.
 DS3395
 DS3395_MARKER: DD = SURVEY DISK
 DS3395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3395_STAMPING: 9A258 2017
 DS3395_MARK LOGO: WIDT
 DS3395_PROJECTION: FLUSH
 DS3395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3395+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 DS3395
 DS3395  HISTORY     - Date     Condition        Report By
 DS3395  HISTORY     - 2017     MONUMENTED       WIDT
 DS3395  HISTORY     - 20240826 GOOD             WIDT
 DS3395
 DS3395                          STATION DESCRIPTION
 DS3395
 DS3395'DESCRIBED BY WI DEPT OF TRANSP 2024 (TSS)
 DS3395'THE STATION IS LOCATED ABOUT 9.1 MI (14.7 KM) WEST-NORTHWEST OF
 DS3395'WAUZEKA, 7.8 MI (12.5 KM) NORTH OF BRIDGEPORT AND 3.6 MI (5.9 KM)
 DS3395'SOUTH-SOUTHWEST OF EASTMAN.
 DS3395'
 DS3395'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH STATE
 DS3395'HIGHWAY 179 WITH COUNTY HIGHWAY D, LOCATED ON THE NORTH SIDE OF
 DS3395'EASTMAN, WI, GO SOUTHERLY ON STATE HIGHWAY 27 FOR 4.6 MI (7.4 KM) TO
 DS3395'COUNTY HIGHWAY N ON THE RIGHT, TURN RIGHT AND GO WEST ON COUNTY
 DS3395'HIGHWAY N FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DS3395'
 DS3395'THE STATION IS LOCATED 5.7 M (18.7 FT) SOUTH OF THE CENTERLINE OF
 DS3395'COUNTY HIGHWAY N, 24.3 M (79.7 FT) SOUTHWEST OF A WOOD POST FOR A
 DS3395'--HWY 35 5 MI-- SIGN AND 1 M (3.3 FT) EAST AND NORTHWEST OF TWO 4X4
 DS3395'ORANGE WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3396 ***********************************************************************
 DS3396  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3396  DESIGNATION -  9A259
 DS3396  PID         -  DS3396
 DS3396  STATE/COUNTY-  WI/CRAWFORD
 DS3396  COUNTRY     -  US
 DS3396  USGS QUAD   -  EASTMAN (2018)
 DS3396
 DS3396                         *CURRENT SURVEY CONTROL
 DS3396  ______________________________________________________________________
 DS3396* NAD 83(2011) POSITION- 43 09 00.20413(N) 091 02 15.30098(W)   ADJUSTED
 DS3396* NAD 83(2011) ELLIP HT-   337.215 (meters)        (02/05/25)   ADJUSTED
 DS3396* NAD 83(2011) EPOCH   -  2010.00
 DS3396* NAVD 88 ORTHO HEIGHT -   369.20  (meters)     1211.3   (feet) GPS OBS
 DS3396  ______________________________________________________________________
 DS3396  GEOID HEIGHT    -        -31.984 (meters)                     GEOID18
 DS3396  NAD 83(2011) X  -    -84,399.237 (meters)                     COMP
 DS3396  NAD 83(2011) Y  - -4,660,049.948 (meters)                     COMP
 DS3396  NAD 83(2011) Z  -  4,339,909.462 (meters)                     COMP
 DS3396  LAPLACE CORR    -         -7.44  (seconds)                    DEFLEC18
 DS3396
 DS3396  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3396  Standards:
 DS3396         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3396            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3396  -------------------------------------------------------------------
 DS3396  NETWORK    0.44   0.90           0.20   0.15   0.46     -0.05871960
 DS3396  -------------------------------------------------------------------
 DS3396  Click here for local accuracies and other accuracy information.
 DS3396
 DS3396.The horizontal coordinates were established by GPS observations
 DS3396.and adjusted by the WI DEPT OF TRANSP in February 2025.
 DS3396
 DS3396.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3396.been affixed to the stable North American tectonic plate. See 
 DS3396.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3396
 DS3396.The horizontal coordinates are valid at the epoch date displayed above
 DS3396.which is a decimal equivalence of Year/Month/Day.
 DS3396
 DS3396.The orthometric height was determined by GPS observations and a
 DS3396.high-resolution geoid model using precise GPS observation and
 DS3396.processing techniques.
 DS3396
 DS3396.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3396.GEOID18 height accuracy estimate available here.
 DS3396
 DS3396.Click photographs - Photos may exist for this station.
 DS3396
 DS3396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3396
 DS3396.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3396
 DS3396.The ellipsoidal height was determined by GPS observations
 DS3396.and is referenced to NAD 83.
 DS3396
 DS3396. The following values were computed from the NAD 83(2011) position.
 DS3396
 DS3396;                    North         East     Units Scale Factor Converg.
 DS3396;SPC WI S     -   128,285.150   515,607.669   MT  0.99994211   -0 42 46.5
 DS3396;SPC WI S     -   420,882.20  1,691,622.83   sFT  0.99994211   -0 42 46.5
 DS3396;UTM  15      - 4,779,347.800   659,565.600   MT  0.99991322   +1 20 32.6
 DS3396
 DS3396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3396!SPC WI S     -   0.99994712  x   0.99994211  =   0.99988923
 DS3396!UTM  15      -   0.99994712  x   0.99991322  =   0.99986035
 DS3396
 DS3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5956579347(NAD 83)
 DS3396
 DS3396                          SUPERSEDED SURVEY CONTROL
 DS3396
 DS3396.No superseded survey control is available for this station.
 DS3396
 DS3396_MARKER: DD = SURVEY DISK
 DS3396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3396_STAMPING: 9A259 2017
 DS3396_MARK LOGO: WIDT
 DS3396_PROJECTION: FLUSH
 DS3396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3396+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 DS3396
 DS3396  HISTORY     - Date     Condition        Report By
 DS3396  HISTORY     - 2017     MONUMENTED       WIDT
 DS3396  HISTORY     - 20240826 GOOD             WIDT
 DS3396
 DS3396                          STATION DESCRIPTION
 DS3396
 DS3396'DESCRIBED BY WI DEPT OF TRANSP 2024 (TSS)
 DS3396'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) WEST-SOUTHWEST OF
 DS3396'STEUBEN, 9.0 MI (14.5 KM) WEST-NORTHWEST OF WAUZEKA AND 1.5 MI (2.5
 DS3396'KM) SOUTHWEST OF EASTMAN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3396'
 DS3396'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 27 WITH STATE HIGHWAY 179
 DS3396'WITH COUNTY HIGHWAY D, LOCATED ON THE NORTH SIDE OF EASTMAN, WI, GO
 DS3396'SOUTHERLY ON STATE HIGHWAY 27 FOR 2.0 MI (3.2 KM) TO COZY ACRES LANE
 DS3396'ON THE RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 27 FOR 0.05 MI (0.08 KM)
 DS3396'TO THE STATION ON THE LEFT.
 DS3396'
 DS3396'THE STATION IS LOCATED 11.4 M (37.4 FT) EAST OF THE EDGE OF PAVEMENT
 DS3396'OF STATE HIGHWAY 27, 19.0 M (62.3 FT) SOUTH OF A --EASTMAN POPULATION
 DS3396'350-- SIGN AND 1 M (3.3 FT) SOUTHWEST, SOUTHEAST AND NORTH OF THREE
 DS3396'4X4 ORANGE WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9282 ***********************************************************************
 DQ9282  DESIGNATION -  9A260
 DQ9282  PID         -  DQ9282
 DQ9282  STATE/COUNTY-  WI/IRON
 DQ9282  COUNTRY     -  US
 DQ9282  USGS QUAD   -  IRONWOOD (2017)
 DQ9282
 DQ9282                         *CURRENT SURVEY CONTROL
 DQ9282  ______________________________________________________________________
 DQ9282* NAD 83(2011) POSITION- 46 28 41.71367(N) 090 13 20.65185(W)   ADJUSTED
 DQ9282* NAD 83(2011) ELLIP HT-   378.097 (meters)        (08/30/18)   ADJUSTED
 DQ9282* NAD 83(2011) EPOCH   -  2010.00
 DQ9282* NAVD 88 ORTHO HEIGHT -   408.693 (meters)     1340.85  (feet) ADJUSTED
 DQ9282  ______________________________________________________________________
 DQ9282  GEOID HEIGHT    -        -30.605 (meters)                     GEOID18
 DQ9282  NAD 83(2011) X  -    -17,080.026 (meters)                     COMP
 DQ9282  NAD 83(2011) Y  - -4,400,152.984 (meters)                     COMP
 DQ9282  NAD 83(2011) Z  -  4,602,290.251 (meters)                     COMP
 DQ9282  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 DQ9282  DYNAMIC HEIGHT  -        408.718 (meters)     1340.94  (feet) COMP
 DQ9282  MODELED GRAVITY -    980,661.9   (mgal)                       NAVD 88
 DQ9282
 DQ9282  VERT ORDER      -  SECOND    CLASS I
 DQ9282
 DQ9282  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9282  Standards:
 DQ9282         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9282            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9282  -------------------------------------------------------------------
 DQ9282  NETWORK    0.48   0.88           0.22   0.16   0.45     -0.09941034
 DQ9282  -------------------------------------------------------------------
 DQ9282  Click here for local accuracies and other accuracy information.
 DQ9282
 DQ9282.The horizontal coordinates were established by GPS observations
 DQ9282.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DQ9282
 DQ9282.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9282.been affixed to the stable North American tectonic plate. See 
 DQ9282.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9282
 DQ9282.The horizontal coordinates are valid at the epoch date displayed above
 DQ9282.which is a decimal equivalence of Year/Month/Day.
 DQ9282
 DQ9282.The orthometric height was determined by differential leveling and
 DQ9282.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9282.in December 2018.
 DQ9282
 DQ9282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9282.GEOID18 height accuracy estimate available here.
 DQ9282
 DQ9282.Click photographs - Photos may exist for this station.
 DQ9282
 DQ9282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9282
 DQ9282.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9282
 DQ9282.The ellipsoidal height was determined by GPS observations
 DQ9282.and is referenced to NAD 83.
 DQ9282
 DQ9282.The dynamic height is computed by dividing the NAVD 88
 DQ9282.geopotential number by the normal gravity value computed on the
 DQ9282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9282.degrees latitude (g = 980.6199 gals.).
 DQ9282
 DQ9282.The modeled gravity was interpolated from observed gravity values.
 DQ9282
 DQ9282. The following values were computed from the NAD 83(2011) position.
 DQ9282
 DQ9282;                    North         East     Units Scale Factor Converg.
 DQ9282;SPC WI N     -   145,801.817   582,921.647   MT  0.99996001   -0 09 37.6
 DQ9282;SPC WI N     -   478,351.46  1,912,468.77   sFT  0.99996001   -0 09 37.6
 DQ9282;UTM  15      - 5,150,935.856   713,210.984   MT  1.00015881   +2 00 53.4
 DQ9282
 DQ9282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9282!SPC WI N     -   0.99994073  x   0.99996001  =   0.99990075
 DQ9282!UTM  15      -   0.99994073  x   1.00015881  =   1.00009953
 DQ9282
 DQ9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1321050935(NAD 83)
 DQ9282
 DQ9282                          SUPERSEDED SURVEY CONTROL
 DQ9282
 DQ9282.No superseded survey control is available for this station.
 DQ9282
 DQ9282_MARKER: DD = SURVEY DISK
 DQ9282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ9282_STAMPING: 9A260 2018
 DQ9282_MARK LOGO: WIDT
 DQ9282_PROJECTION: FLUSH
 DQ9282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ9282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9282+STABILITY: SURFACE MOTION
 DQ9282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9282+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 DQ9282
 DQ9282  HISTORY     - Date     Condition        Report By
 DQ9282  HISTORY     - 2018     MONUMENTED       WIDT
 DQ9282  HISTORY     - 20180724 GOOD             WIDT
 DQ9282  HISTORY     - 20180806 GOOD             WIDT
 DQ9282
 DQ9282                          STATION DESCRIPTION
 DQ9282
 DQ9282'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9282'RECOVERED AS DESCRIBED.
 DQ9282
 DQ9282                          STATION RECOVERY (2018)
 DQ9282
 DQ9282'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9282'THE STATION IS LOCATED ABOUT 32 MI (51.5 KM) EAST-SOUTHEAST OF
 DQ9282'ASHLAND, 12 MI (19.3 KM) NORTHEAST OF UPSON, AND 2.5 MI (4.0 KM)
 DQ9282'NORTHWEST OF HURLEY.
 DQ9282'
 DQ9282'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 WITH COUNTY
 DQ9282'HIGHWAY D (SOUTH) AND STATE LINE ROAD (NORTH), ABOUT 2 MI (3.2 KM)
 DQ9282'NORTHWEST OF THE CITY OF HURLEY, GO NORTHWEST ON US HIGHWAY 2 FOR 0.35
 DQ9282'MI (0.56 KM) TO THE STATION ON THE LEFT.
 DQ9282'
 DQ9282'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9282'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ9282'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DQ9282'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 16.2 M (53.1 FT)
 DQ9282'SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 2, 41.0 M (134.5 FT) EAST OF
 DQ9282'A WOODEN UTILITY POLE -RIP057-, WHICH IS ADJACENT TO A THREE
 DQ9282'DIMENSIONAL BILLBOARD SIGN -INTERSTATE HEAVY DUTY TRUCK SERVICE
 DQ9282'CENTER-, AND 0.3 M (1.0 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DQ9282'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ9282'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3871 ***********************************************************************
 DR3871  DESIGNATION -  9A261
 DR3871  PID         -  DR3871
 DR3871  STATE/COUNTY-  WI/GRANT
 DR3871  COUNTRY     -  US
 DR3871  USGS QUAD   -  LANCASTER (2018)
 DR3871
 DR3871                         *CURRENT SURVEY CONTROL
 DR3871  ______________________________________________________________________
 DR3871* NAD 83(1986) POSITION- 42 51 53.07   (N) 090 41 05.06   (W)   HD_HELD1
 DR3871* NAVD 88 ORTHO HEIGHT -   346.388 (meters)     1136.44  (feet) ADJUSTED
 DR3871  ______________________________________________________________________
 DR3871  GEOID HEIGHT    -        -32.585 (meters)                     GEOID18
 DR3871  DYNAMIC HEIGHT  -        346.288 (meters)     1136.11  (feet) COMP
 DR3871  MODELED GRAVITY -    980,321.4   (mgal)                       NAVD 88
 DR3871
 DR3871  VERT ORDER      -  SECOND    CLASS I
 DR3871
 DR3871.The horizontal coordinates were determined by differentially corrected
 DR3871.hand held GPS observations or other comparable positioning techniques
 DR3871.and have an estimated accuracy of +/- 3 meters.
 DR3871
 DR3871.The orthometric height was determined by differential leveling and
 DR3871.adjusted by the NATIONAL GEODETIC SURVEY
 DR3871.in July 2020.
 DR3871
 DR3871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3871.GEOID18 height accuracy estimate available here.
 DR3871
 DR3871.Click photographs - Photos may exist for this station.
 DR3871
 DR3871.The dynamic height is computed by dividing the NAVD 88
 DR3871.geopotential number by the normal gravity value computed on the
 DR3871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3871.degrees latitude (g = 980.6199 gals.).
 DR3871
 DR3871.The modeled gravity was interpolated from observed gravity values.
 DR3871
 DR3871;                    North         East    Units  Estimated Accuracy
 DR3871;SPC WI S     -    96,294.7     544,045.4     MT  (+/- 3 meters HH1 GPS) 
 DR3871
 DR3871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8913048395(NAD 83)
 DR3871
 DR3871                          SUPERSEDED SURVEY CONTROL
 DR3871
 DR3871.No superseded survey control is available for this station.
 DR3871
 DR3871_MARKER: DD = SURVEY DISK
 DR3871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR3871_STAMPING: 9A261 2018
 DR3871_MARK LOGO: WIDT
 DR3871_PROJECTION: FLUSH
 DR3871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR3871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3871+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DR3871
 DR3871  HISTORY     - Date     Condition        Report By
 DR3871  HISTORY     - 2018     MONUMENTED       WIDT
 DR3871  HISTORY     - 20191106 GOOD             WIDT
 DR3871
 DR3871                          STATION DESCRIPTION
 DR3871
 DR3871'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3871'THE STATION IS 14 MI (22.5 KM) NORTHWEST OF PLATTEVILLE, 12 MI (19.3
 DR3871'KM) EAST OF BLOOMINGTON, AND 8 MI (12.9 KM) SOUTH OF FENNIMORE.
 DR3871'
 DR3871'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 DR3871'OF US HIGHWAY 61 WITH STATE HIGHWAY 129, ABOUT 1.5 MI (2.4 KM)
 DR3871'NORTHEAST OF THE CITY OF LANCASTER.
 DR3871'
 DR3871'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3871'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DR3871'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT
 DR3871'GRADE.  THE STATION IS 21.6 M (70.9 FT) NORTHEAST OF THE CENTERLINE OF
 DR3871'STATE HIGHWAY 129, 24.7 M (81.0 FT) SOUTHEAST OF THE CENTERLINE OF US
 DR3871'HIGHWAY 61, 39 M (128.0 FT) NORTH-NORTHWEST OF AN ELECTRICAL PEDESTAL,
 DR3871'13.4 M (44.0 FT) SOUTH-SOUTHEAST OF A METAL LIGHT POLE, AND IS LOCATED
 DR3871'IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 PLASTIC GUARD
 DR3871'POSTS.
 DR3871'
 DR3871'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3871'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED LIGHT POLE TO THE
 DR3871'NORTH-NORTHWEST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3872 ***********************************************************************
 DR3872  DESIGNATION -  9A262
 DR3872  PID         -  DR3872
 DR3872  STATE/COUNTY-  WI/GRANT
 DR3872  COUNTRY     -  US
 DR3872  USGS QUAD   -  FENNIMORE (2018)
 DR3872
 DR3872                         *CURRENT SURVEY CONTROL
 DR3872  ______________________________________________________________________
 DR3872* NAD 83(1986) POSITION- 42 53 08.38   (N) 090 39 43.78   (W)   HD_HELD1
 DR3872* NAVD 88 ORTHO HEIGHT -   329.998 (meters)     1082.67  (feet) ADJUSTED
 DR3872  ______________________________________________________________________
 DR3872  GEOID HEIGHT    -        -32.641 (meters)                     GEOID18
 DR3872  DYNAMIC HEIGHT  -        329.902 (meters)     1082.35  (feet) COMP
 DR3872  MODELED GRAVITY -    980,319.0   (mgal)                       NAVD 88
 DR3872
 DR3872  VERT ORDER      -  SECOND    CLASS I
 DR3872
 DR3872.The horizontal coordinates were determined by differentially corrected
 DR3872.hand held GPS observations or other comparable positioning techniques
 DR3872.and have an estimated accuracy of +/- 3 meters.
 DR3872
 DR3872.The orthometric height was determined by differential leveling and
 DR3872.adjusted by the NATIONAL GEODETIC SURVEY
 DR3872.in July 2020.
 DR3872
 DR3872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3872.GEOID18 height accuracy estimate available here.
 DR3872
 DR3872.Click photographs - Photos may exist for this station.
 DR3872
 DR3872.The dynamic height is computed by dividing the NAVD 88
 DR3872.geopotential number by the normal gravity value computed on the
 DR3872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3872.degrees latitude (g = 980.6199 gals.).
 DR3872
 DR3872.The modeled gravity was interpolated from observed gravity values.
 DR3872
 DR3872;                    North         East    Units  Estimated Accuracy
 DR3872;SPC WI S     -    98,603.6     545,908.8     MT  (+/- 3 meters HH1 GPS) 
 DR3872
 DR3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9091050769(NAD 83)
 DR3872
 DR3872                          SUPERSEDED SURVEY CONTROL
 DR3872
 DR3872.No superseded survey control is available for this station.
 DR3872
 DR3872_MARKER: DD = SURVEY DISK
 DR3872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR3872_STAMPING: 9A262 2018
 DR3872_MARK LOGO: WIDT
 DR3872_PROJECTION: FLUSH
 DR3872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR3872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3872+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DR3872
 DR3872  HISTORY     - Date     Condition        Report By
 DR3872  HISTORY     - 2018     MONUMENTED       WIDT
 DR3872  HISTORY     - 20191106 GOOD             WIDT
 DR3872
 DR3872                          STATION DESCRIPTION
 DR3872
 DR3872'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3872'THE STATION IS 14 MI (22.5 KM) NORTHWEST OF PLATTEVILLE, 6.5 MI (10.5
 DR3872'KM) SOUTH OF FENNIMORE AND 3.5 MI (5.6 KM) NORTHEAST OF LANCASTER.
 DR3872'
 DR3872'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 WITH STATE
 DR3872'HIGHWAY 129, ABOUT 1.5 MI (2.4 KM) NORTHEAST OF THE CITY OF LANCASTER,
 DR3872'GO NORTHEAST ON US HIGHWAY 61 FOR 1.0 MI (1.6 KM) TO HYPOINT ROAD ON
 DR3872'THE RIGHT.  CONTINUE NORTHEAST ON US HIGHWAY 61 FOR 0.8 MI (1.3 KM) TO
 DR3872'THE STATION ON THE RIGHT.
 DR3872'
 DR3872'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3872'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DR3872'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT
 DR3872'GRADE.  THE STATION IS 13.8 M (45.3 FT) SOUTHEAST OF THE CENTERLINE OF
 DR3872'US HIGHWAY 61, 21.8 M (71.5 FT) SOUTH OF A WOODEN POST FOR A
 DR3872'-ADOPT-A-HIGHWAY- SIGN, 21.1 M (69.2 FT) WEST-NORTHWEST OF A FENCE
 DR3872'LINE FOR A PASTURE AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DR3872'BY THREE WHITE PLASTIC WITNESS POSTS.
 DR3872'
 DR3872'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3872'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3873 ***********************************************************************
 DR3873  DESIGNATION -  9A263
 DR3873  PID         -  DR3873
 DR3873  STATE/COUNTY-  WI/GRANT
 DR3873  COUNTRY     -  US
 DR3873  USGS QUAD   -  FENNIMORE (2018)
 DR3873
 DR3873                         *CURRENT SURVEY CONTROL
 DR3873  ______________________________________________________________________
 DR3873* NAD 83(1986) POSITION- 42 56 57.11   (N) 090 38 40.34   (W)   HD_HELD1
 DR3873* NAVD 88 ORTHO HEIGHT -   302.971 (meters)      994.00  (feet) ADJUSTED
 DR3873  ______________________________________________________________________
 DR3873  GEOID HEIGHT    -        -32.730 (meters)                     GEOID18
 DR3873  DYNAMIC HEIGHT  -        302.882 (meters)      993.71  (feet) COMP
 DR3873  MODELED GRAVITY -    980,321.4   (mgal)                       NAVD 88
 DR3873
 DR3873  VERT ORDER      -  SECOND    CLASS I
 DR3873
 DR3873.The horizontal coordinates were determined by differentially corrected
 DR3873.hand held GPS observations or other comparable positioning techniques
 DR3873.and have an estimated accuracy of +/- 3 meters.
 DR3873
 DR3873.The orthometric height was determined by differential leveling and
 DR3873.adjusted by the NATIONAL GEODETIC SURVEY
 DR3873.in July 2020.
 DR3873
 DR3873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3873.GEOID18 height accuracy estimate available here.
 DR3873
 DR3873.Click photographs - Photos may exist for this station.
 DR3873
 DR3873.The dynamic height is computed by dividing the NAVD 88
 DR3873.geopotential number by the normal gravity value computed on the
 DR3873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3873.degrees latitude (g = 980.6199 gals.).
 DR3873
 DR3873.The modeled gravity was interpolated from observed gravity values.
 DR3873
 DR3873;                    North         East    Units  Estimated Accuracy
 DR3873;SPC WI S     -   105,650.2     547,402.8     MT  (+/- 3 meters HH1 GPS) 
 DR3873
 DR3873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9215157865(NAD 83)
 DR3873
 DR3873                          SUPERSEDED SURVEY CONTROL
 DR3873
 DR3873.No superseded survey control is available for this station.
 DR3873
 DR3873_MARKER: DD = SURVEY DISK
 DR3873_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR3873_SP_SET: BOX CULVERT
 DR3873_STAMPING: 9A263 2019
 DR3873_MARK LOGO: WIDT
 DR3873_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3873+STABILITY: SURFACE MOTION
 DR3873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3873+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DR3873
 DR3873  HISTORY     - Date     Condition        Report By
 DR3873  HISTORY     - 2019     MONUMENTED       WIDT
 DR3873  HISTORY     - 20191106 GOOD             WIDT
 DR3873
 DR3873                          STATION DESCRIPTION
 DR3873
 DR3873'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3873'THE STATION IS 18 MI (29.0 KM) NORTH-NORTHWEST OF PLATTEVILLE, 8.5 MI
 DR3873'(13.7 KM) NORTH-NORTHEAST OF LANCASTER AND 3.5 MI (5.6 KM) SOUTH OF
 DR3873'FENNIMORE.
 DR3873'
 DR3873'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 (LINCOLN
 DR3873'AVENUE) WITH US HIGHWAY 18 EAST (12TH STREET) IN THE CITY OF
 DR3873'FENNIMORE, GO SOUTH ON US HIGHWAY 61 FOR 2.3 MI (3.7 KM) TO A BOX
 DR3873'CULVERT AND THE STATION ON THE LEFT.
 DR3873'
 DR3873'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3873'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE
 DR3873'SOUTHEAST WING WALL OF THE BOX CULVERT -C-22-1769- OVER A FLOWING
 DR3873'STREAM KNOWN AS THE GREGORY BRANCH OF THE GRANT RIVER.  THE STATION IS
 DR3873'10.9 M (35.8 FT) EAST OF THE CENTERLINE OF US HIGHWAY 61, 13.8 M (45.3
 DR3873'FT) SOUTH-SOUTHWEST OF A WOODEN UTILITY POLE -6-2W-32.0.0-, 1.3 M (4.3
 DR3873'FT) EAST-NORTHEAST OF A WHITE PLASTIC CULVERT MARKER WITNESS POST AND
 DR3873'1.2 M (3.9 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DR3873'
 DR3873'NOTE-THIS STATION IS ABOUT 1 M (3.3 FT) LOWER THAN HIGHWAY PAVEMENT
 DR3873'GRADE AND IS OBSTRUCTED BY TREES TO THE WEST EXTENDING TO 30 DEGREES
 DR3873'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3874 ***********************************************************************
 DR3874  DESIGNATION -  9A264
 DR3874  PID         -  DR3874
 DR3874  STATE/COUNTY-  WI/GRANT
 DR3874  COUNTRY     -  US
 DR3874  USGS QUAD   -  FENNIMORE (2018)
 DR3874
 DR3874                         *CURRENT SURVEY CONTROL
 DR3874  ______________________________________________________________________
 DR3874* NAD 83(1986) POSITION- 42 57 38.41   (N) 090 38 50.61   (W)   HD_HELD1
 DR3874* NAVD 88 ORTHO HEIGHT -   316.135 (meters)     1037.19  (feet) ADJUSTED
 DR3874  ______________________________________________________________________
 DR3874  GEOID HEIGHT    -        -32.737 (meters)                     GEOID18
 DR3874  DYNAMIC HEIGHT  -        316.044 (meters)     1036.89  (feet) COMP
 DR3874  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 DR3874
 DR3874  VERT ORDER      -  SECOND    CLASS I
 DR3874
 DR3874.The horizontal coordinates were determined by differentially corrected
 DR3874.hand held GPS observations or other comparable positioning techniques
 DR3874.and have an estimated accuracy of +/- 3 meters.
 DR3874
 DR3874.The orthometric height was determined by differential leveling and
 DR3874.adjusted by the NATIONAL GEODETIC SURVEY
 DR3874.in July 2020.
 DR3874
 DR3874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3874.GEOID18 height accuracy estimate available here.
 DR3874
 DR3874.Click photographs - Photos may exist for this station.
 DR3874
 DR3874.The dynamic height is computed by dividing the NAVD 88
 DR3874.geopotential number by the normal gravity value computed on the
 DR3874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3874.degrees latitude (g = 980.6199 gals.).
 DR3874
 DR3874.The modeled gravity was interpolated from observed gravity values.
 DR3874
 DR3874;                    North         East    Units  Estimated Accuracy
 DR3874;SPC WI S     -   106,926.4     547,179.9     MT  (+/- 3 meters HH1 GPS) 
 DR3874
 DR3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9188359132(NAD 83)
 DR3874
 DR3874                          SUPERSEDED SURVEY CONTROL
 DR3874
 DR3874.No superseded survey control is available for this station.
 DR3874
 DR3874_MARKER: DD = SURVEY DISK
 DR3874_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR3874_SP_SET: CATTLE PASS
 DR3874_STAMPING: 9A264 2019
 DR3874_MARK LOGO: WIDT
 DR3874_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3874+STABILITY: SURFACE MOTION
 DR3874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3874+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DR3874
 DR3874  HISTORY     - Date     Condition        Report By
 DR3874  HISTORY     - 2019     MONUMENTED       WIDT
 DR3874  HISTORY     - 20191106 GOOD             WIDT
 DR3874
 DR3874                          STATION DESCRIPTION
 DR3874
 DR3874'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3874'THE STATION IS 18 MI (29.0 KM) NORTH-NORTHWEST OF PLATTEVILLE, 8 MI
 DR3874'(12.9 KM) NORTH-NORTHEAST OF LANCASTER AND 1.5 MI (2.4 KM) SOUTH OF
 DR3874'FENNIMORE.
 DR3874'
 DR3874'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 (LINCOLN
 DR3874'AVENUE) WITH US HIGHWAY 18 EAST (12TH STREET) IN THE CITY OF
 DR3874'FENNIMORE, GO SOUTH ON US HIGHWAY 61 FOR 1.55 MI (2.49 KM) TO A CATTLE
 DR3874'PASS AND THE STATION ON THE LEFT.
 DR3874'
 DR3874'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3874'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE
 DR3874'SOUTHEAST WING WALL OF A CATTLE PASS -C-22-1772-, ABOUT 0.6 M (2.0 FT)
 DR3874'LOWER THAN HIGHWAY PAVEMENT GRADE.  THE STATION IS 10.6 M (34.8 FT)
 DR3874'EAST-NORTHEAST OF THE CENTERLINE OF US HIGHWAY 61, 10.5 M (34.4 FT)
 DR3874'SOUTHEAST OF THE CENTER OF A DRIVEWAY AND 1.7 M (5.6 FT)
 DR3874'SOUTH-SOUTHEAST OF THE ASSOCIATED ADDRESS SIGN POST -12552-, 0.7 M
 DR3874'(2.3 FT) WEST OF A WHITE PLASTIC WITNESS POST, AND 0.45 M (1.5 FT)
 DR3874'NORTHEAST OF A WHITE PLASTIC CULVERT MARKER POST.
 DR3874'
 DR3874'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH EXTENDING TO 55
 DR3874'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3875 ***********************************************************************
 DR3875  DESIGNATION -  9A265
 DR3875  PID         -  DR3875
 DR3875  STATE/COUNTY-  WI/GRANT
 DR3875  COUNTRY     -  US
 DR3875  USGS QUAD   -  FENNIMORE (2018)
 DR3875
 DR3875                         *CURRENT SURVEY CONTROL
 DR3875  ______________________________________________________________________
 DR3875* NAD 83(1986) POSITION- 42 58 17.86   (N) 090 39 19.49   (W)   HD_HELD1
 DR3875* NAVD 88 ORTHO HEIGHT -   353.169 (meters)     1158.69  (feet) ADJUSTED
 DR3875  ______________________________________________________________________
 DR3875  GEOID HEIGHT    -        -32.732 (meters)                     GEOID18
 DR3875  DYNAMIC HEIGHT  -        353.068 (meters)     1158.36  (feet) COMP
 DR3875  MODELED GRAVITY -    980,323.8   (mgal)                       NAVD 88
 DR3875
 DR3875  VERT ORDER      -  SECOND    CLASS I
 DR3875
 DR3875.The horizontal coordinates were determined by differentially corrected
 DR3875.hand held GPS observations or other comparable positioning techniques
 DR3875.and have an estimated accuracy of +/- 3 meters.
 DR3875
 DR3875.The orthometric height was determined by differential leveling and
 DR3875.adjusted by the NATIONAL GEODETIC SURVEY
 DR3875.in July 2020.
 DR3875
 DR3875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3875.GEOID18 height accuracy estimate available here.
 DR3875
 DR3875.Click photographs - Photos may exist for this station.
 DR3875
 DR3875.The dynamic height is computed by dividing the NAVD 88
 DR3875.geopotential number by the normal gravity value computed on the
 DR3875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3875.degrees latitude (g = 980.6199 gals.).
 DR3875
 DR3875.The modeled gravity was interpolated from observed gravity values.
 DR3875
 DR3875;                    North         East    Units  Estimated Accuracy
 DR3875;SPC WI S     -   108,148.8     546,535.0     MT  (+/- 3 meters HH1 GPS) 
 DR3875
 DR3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9119560331(NAD 83)
 DR3875
 DR3875                          SUPERSEDED SURVEY CONTROL
 DR3875
 DR3875.No superseded survey control is available for this station.
 DR3875
 DR3875_MARKER: DD = SURVEY DISK
 DR3875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR3875_STAMPING: 9A265 2018
 DR3875_MARK LOGO: WIDT
 DR3875_PROJECTION: FLUSH
 DR3875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR3875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3875+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DR3875
 DR3875  HISTORY     - Date     Condition        Report By
 DR3875  HISTORY     - 2018     MONUMENTED       WIDT
 DR3875  HISTORY     - 20191106 GOOD             WIDT
 DR3875
 DR3875                          STATION DESCRIPTION
 DR3875
 DR3875'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3875'THE STATION IS 10 MI (16.1 KM) EAST OF MOUNT HOPE, 8.5 MI (13.7 KM)
 DR3875'NORTH-NORTHEAST OF LANCASTER AND 1 MI (1.6 KM) SOUTH OF FENNIMORE.
 DR3875'
 DR3875'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 (LINCOLN
 DR3875'AVENUE) WITH US HIGHWAY 18 EAST (12TH STREET) IN THE CITY OF
 DR3875'FENNIMORE, GO SOUTH ON US HIGHWAY 61 FOR 0.65 MI (1.05 KM) TO THE
 DR3875'STATION ON THE LEFT.
 DR3875'
 DR3875'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3875'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DR3875'INCHES) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT
 DR3875'GRADE.  THE STATION IS 13.2 M (43.3 FT) EAST OF THE CENTERLINE OF US
 DR3875'HIGHWAY 61, 32 M (105.0 FT) SOUTH OF THE SOUTHERN EXTENT OF A 4 FT
 DR3875'(1.2 M) X 20 FT (6.1 M) SIGN -FENNIMORE WELCOMES YOU-, 15.1 M (49.5
 DR3875'FT) NORTHEAST OF A WOODEN POST FOR A -SPEED LIMIT 35 MPH AHEAD- SIGN,
 DR3875'AND IS LOCATED IN BETWEEN TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 DR3875'
 DR3875'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3875'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3009 ***********************************************************************
 DR3009  DESIGNATION -  9A267
 DR3009  PID         -  DR3009
 DR3009  STATE/COUNTY-  WI/MANITOWOC
 DR3009  COUNTRY     -  US
 DR3009  USGS QUAD   -  TWO CREEKS (2018)
 DR3009
 DR3009                         *CURRENT SURVEY CONTROL
 DR3009  ______________________________________________________________________
 DR3009* NAD 83(1986) POSITION- 44 17 37.40   (N) 087 33 46.37   (W)   HD_HELD1
 DR3009* NAVD 88 ORTHO HEIGHT -   195.104 (meters)      640.10  (feet) ADJUSTED
 DR3009  ______________________________________________________________________
 DR3009  GEOID HEIGHT    -        -36.251 (meters)                     GEOID18
 DR3009  DYNAMIC HEIGHT  -        195.078 (meters)      640.02  (feet) COMP
 DR3009  MODELED GRAVITY -    980,479.6   (mgal)                       NAVD 88
 DR3009
 DR3009  VERT ORDER      -  SECOND    CLASS I
 DR3009
 DR3009.The horizontal coordinates were determined by differentially corrected
 DR3009.hand held GPS observations or other comparable positioning techniques
 DR3009.and have an estimated accuracy of +/- 3 meters.
 DR3009
 DR3009.The orthometric height was determined by differential leveling and
 DR3009.adjusted by the NATIONAL GEODETIC SURVEY
 DR3009.in October 2019.
 DR3009
 DR3009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3009.GEOID18 height accuracy estimate available here.
 DR3009
 DR3009.Click photographs - Photos may exist for this station.
 DR3009
 DR3009.The dynamic height is computed by dividing the NAVD 88
 DR3009.geopotential number by the normal gravity value computed on the
 DR3009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3009.degrees latitude (g = 980.6199 gals.).
 DR3009
 DR3009.The modeled gravity was interpolated from observed gravity values.
 DR3009
 DR3009;                    North         East    Units  Estimated Accuracy
 DR3009;SPC WI S     -   257,667.0     794,488.0     MT  (+/- 3 meters HH1 GPS) 
 DR3009
 DR3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5509404650(NAD 83)
 DR3009
 DR3009                          SUPERSEDED SURVEY CONTROL
 DR3009
 DR3009.No superseded survey control is available for this station.
 DR3009
 DR3009_MARKER: DD = SURVEY DISK
 DR3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR3009_STAMPING: 9A267 2018
 DR3009_MARK LOGO: WIDT
 DR3009_PROJECTION: FLUSH
 DR3009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR3009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3009+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2019
 DR3009
 DR3009  HISTORY     - Date     Condition        Report By
 DR3009  HISTORY     - 2018     MONUMENTED       WIDT
 DR3009  HISTORY     - 20190722 GOOD             WIDT
 DR3009
 DR3009                          STATION DESCRIPTION
 DR3009
 DR3009'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3009'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTH OF KEWAUNEE, 10 MI
 DR3009'(16.1 KM) NORTH OF TWO RIVERS AND 5.5 MI (8.8 KM) NORTHEAST OF
 DR3009'MISHICOT.
 DR3009'
 DR3009'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DR3009'HIGHWAY BB ABOUT 4 MI (6.4 KM) EAST OF THE VILLAGE OF MISHICOT, GO
 DR3009'NORTH ON STATE HIGHWAY 42 FOR 3.0 MI (4.8 KM) TO TAPAWINGO ROAD.
 DR3009'CONTINUE NORTH ON STATE HIGHWAY 42 FOR 0.65 MI (1.05 KM) TO THE
 DR3009'STATION ON THE RIGHT.
 DR3009'
 DR3009'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3009'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DR3009'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT
 DR3009'GRADE.
 DR3009'
 DR3009'THE STATION IS 13.6 M (44.6 FT) EAST OF THE CENTERLINE OF STATE
 DR3009'HIGHWAY 42, 42.2 M (138.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DR3009'SMALL WOODEN LEAN TO STRUCTURE, 24.8 M (81.4 FT) SOUTH-SOUTHWEST OF A
 DR3009'WOODEN INFORMATIONAL SIGN -WISCONSIN DEPARTMENT OF NATURAL RESOURCES
 DR3009'WETLAND RESTORATION PROJECT-, 4.8 M (15.7 FT) SOUTH OF AN ORANGE OVER
 DR3009'WHITE UNDERGROUND CABLE WITNESS POST AND LOCATED IN BETWEEN TWO ORANGE
 DR3009'PLASTIC 4X4 GUARD POSTS.
 DR3009'
 DR3009'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3009'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3010 ***********************************************************************
 DR3010  DESIGNATION -  9A268
 DR3010  PID         -  DR3010
 DR3010  STATE/COUNTY-  WI/MANITOWOC
 DR3010  COUNTRY     -  US
 DR3010  USGS QUAD   -  TWO CREEKS (2018)
 DR3010
 DR3010                         *CURRENT SURVEY CONTROL
 DR3010  ______________________________________________________________________
 DR3010* NAD 83(1986) POSITION- 44 18 46.69   (N) 087 33 39.31   (W)   HD_HELD1
 DR3010* NAVD 88 ORTHO HEIGHT -   196.431 (meters)      644.46  (feet) ADJUSTED
 DR3010  ______________________________________________________________________
 DR3010  GEOID HEIGHT    -        -36.249 (meters)                     GEOID18
 DR3010  DYNAMIC HEIGHT  -        196.405 (meters)      644.37  (feet) COMP
 DR3010  MODELED GRAVITY -    980,481.8   (mgal)                       NAVD 88
 DR3010
 DR3010  VERT ORDER      -  SECOND    CLASS I
 DR3010
 DR3010.The horizontal coordinates were determined by differentially corrected
 DR3010.hand held GPS observations or other comparable positioning techniques
 DR3010.and have an estimated accuracy of +/- 3 meters.
 DR3010
 DR3010.The orthometric height was determined by differential leveling and
 DR3010.adjusted by the NATIONAL GEODETIC SURVEY
 DR3010.in October 2019.
 DR3010
 DR3010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3010.GEOID18 height accuracy estimate available here.
 DR3010
 DR3010.Click photographs - Photos may exist for this station.
 DR3010
 DR3010.The dynamic height is computed by dividing the NAVD 88
 DR3010.geopotential number by the normal gravity value computed on the
 DR3010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3010.degrees latitude (g = 980.6199 gals.).
 DR3010
 DR3010.The modeled gravity was interpolated from observed gravity values.
 DR3010
 DR3010;                    North         East    Units  Estimated Accuracy
 DR3010;SPC WI S     -   259,809.5     794,581.9     MT  (+/- 3 meters HH1 GPS) 
 DR3010
 DR3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5526506787(NAD 83)
 DR3010
 DR3010                          SUPERSEDED SURVEY CONTROL
 DR3010
 DR3010.No superseded survey control is available for this station.
 DR3010
 DR3010_MARKER: DD = SURVEY DISK
 DR3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR3010_STAMPING: 9A268 2018
 DR3010_MARK LOGO: WIDT
 DR3010_PROJECTION: FLUSH
 DR3010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR3010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3010+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2019
 DR3010
 DR3010  HISTORY     - Date     Condition        Report By
 DR3010  HISTORY     - 2018     MONUMENTED       WIDT
 DR3010  HISTORY     - 20190722 GOOD             WIDT
 DR3010
 DR3010                          STATION DESCRIPTION
 DR3010
 DR3010'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3010'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTH OF KEWAUNEE, 11 MI
 DR3010'(17.7 KM) NORTH OF TWO RIVERS AND 6.5 MI (10.5 KM) NORTHEAST OF
 DR3010'MISHICOT.
 DR3010'
 DR3010'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DR3010'HIGHWAY BB ABOUT 8 MI (12.9 KM) NORTHEAST OF THE VILLAGE OF MISHICOT,
 DR3010'GO SOUTHWEST ON STATE HIGHWAY 42 FOR 1.2 MI (1.9 KM) TO ZANDER ROAD
 DR3010'AND THE STATION ON THE RIGHT.
 DR3010'
 DR3010'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3010'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DR3010'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT
 DR3010'GRADE.
 DR3010'
 DR3010'THE STATION IS 23.3 M (76.4 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DR3010'HIGHWAY 42, 23.7 M (77.8 FT) SOUTH OF THE CENTERLINE OF ZANDER ROAD,
 DR3010'13.0 M (42.7 FT) SOUTHEAST OF A YELLOW PLASTIC RIGHT-OF-WAY POST, 2.8
 DR3010'M (9.2 FT) NORTH-NORTHWEST OF A YELLOW PLASTIC RIGHT-OF-WAY POST AND
 DR3010'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4
 DR3010'GUARD POSTS.
 DR3010'
 DR3010'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3010'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3012 ***********************************************************************
 DR3012  DESIGNATION -  9A269
 DR3012  PID         -  DR3012
 DR3012  STATE/COUNTY-  WI/KEWAUNEE
 DR3012  COUNTRY     -  US
 DR3012  USGS QUAD   -  TWO CREEKS (2018)
 DR3012
 DR3012                         *CURRENT SURVEY CONTROL
 DR3012  ______________________________________________________________________
 DR3012* NAD 83(1986) POSITION- 44 20 45.08   (N) 087 32 33.27   (W)   HD_HELD1
 DR3012* NAVD 88 ORTHO HEIGHT -   193.672 (meters)      635.41  (feet) ADJUSTED
 DR3012  ______________________________________________________________________
 DR3012  GEOID HEIGHT    -        -36.262 (meters)                     GEOID18
 DR3012  DYNAMIC HEIGHT  -        193.647 (meters)      635.32  (feet) COMP
 DR3012  MODELED GRAVITY -    980,486.8   (mgal)                       NAVD 88
 DR3012
 DR3012  VERT ORDER      -  SECOND    CLASS I
 DR3012
 DR3012.The horizontal coordinates were determined by differentially corrected
 DR3012.hand held GPS observations or other comparable positioning techniques
 DR3012.and have an estimated accuracy of +/- 3 meters.
 DR3012
 DR3012.The orthometric height was determined by differential leveling and
 DR3012.adjusted by the NATIONAL GEODETIC SURVEY
 DR3012.in October 2019.
 DR3012
 DR3012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3012.GEOID18 height accuracy estimate available here.
 DR3012
 DR3012.Click photographs - Photos may exist for this station.
 DR3012
 DR3012.The dynamic height is computed by dividing the NAVD 88
 DR3012.geopotential number by the normal gravity value computed on the
 DR3012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3012.degrees latitude (g = 980.6199 gals.).
 DR3012
 DR3012.The modeled gravity was interpolated from observed gravity values.
 DR3012
 DR3012;                    North         East    Units  Estimated Accuracy
 DR3012;SPC WI C     -    59,915.2     795,919.0     MT  (+/- 3 meters HH1 GPS) 
 DR3012
 DR3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5675310430(NAD 83)
 DR3012
 DR3012                          SUPERSEDED SURVEY CONTROL
 DR3012
 DR3012.No superseded survey control is available for this station.
 DR3012
 DR3012_MARKER: DD = SURVEY DISK
 DR3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR3012_STAMPING: 9A269 2018
 DR3012_MARK LOGO: WIDT
 DR3012_PROJECTION: FLUSH
 DR3012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR3012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3012+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2019
 DR3012
 DR3012  HISTORY     - Date     Condition        Report By
 DR3012  HISTORY     - 2018     MONUMENTED       WIDT
 DR3012  HISTORY     - 20190723 GOOD             WIDT
 DR3012
 DR3012                          STATION DESCRIPTION
 DR3012
 DR3012'DESCRIBED BY WI DEPT OF TRANSP 2019 (EPS)
 DR3012'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTH OF TWO RIVERS, 9 MI
 DR3012'(14.5 KM) NORTHEAST OF MISHICOT AND 8 MI (12.9 KM) SOUTH OF KEWAUNEE.
 DR3012'
 DR3012'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DR3012'HIGHWAY G WEST AND LAKESHORE ROAD EAST ABOUT 6 MI (9.7 KM) SOUTH OF
 DR3012'THE CITY OF KEWAUNEE, GO SOUTH ON STATE HIGHWAY 42 FOR 1.35 MI (2.17
 DR3012'KM) TO LAKEVIEW DRIVE ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 42
 DR3012'FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT.
 DR3012'
 DR3012'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DR3012'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DR3012'INCHES) DIAMETER CONCRETE POST, ABOUT 0.8 M (2.6 FT) LOWER THAN THE
 DR3012'HIGHWAY PAVEMENT GRADE.
 DR3012'
 DR3012'THE STATION IS 19.3 M (63.3 FT) EAST OF THE CENTERLINE OF STATE
 DR3012'HIGHWAY 42, 53.7 M (176.2 FT) SOUTH-SOUTHEAST OF A WOODEN SIGN POST
 DR3012'-NO PASSING ZONE-, 53.5 M (175.5 FT) NORTHEAST OF A WOODEN POST WITH
 DR3012'BACK TO BACK SIGNS -PLANT ENTRANCE (SOUTHBOUND) / NO PASSING ZONE
 DR3012'(NORTHBOUND) AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DR3012'THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DR3012'
 DR3012'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DR3012'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3114 ***********************************************************************
 DS3114  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3114  DESIGNATION -  9A270
 DS3114  PID         -  DS3114
 DS3114  STATE/COUNTY-  WI/ROCK
 DS3114  COUNTRY     -  US
 DS3114  USGS QUAD   -  SHOPIERE (2018)
 DS3114
 DS3114                         *CURRENT SURVEY CONTROL
 DS3114  ______________________________________________________________________
 DS3114* NAD 83(2011) POSITION- 42 30 16.74830(N) 088 56 59.08687(W)   ADJUSTED
 DS3114* NAD 83(2011) ELLIP HT-   216.137 (meters)        (11/06/24)   ADJUSTED
 DS3114* NAD 83(2011) EPOCH   -  2010.00
 DS3114* NAVD 88 ORTHO HEIGHT -   249.88  (meters)      819.8   (feet) GPS OBS
 DS3114  ______________________________________________________________________
 DS3114  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 DS3114  NAD 83(2011) X  -     86,321.498 (meters)                     COMP
 DS3114  NAD 83(2011) Y  - -4,708,675.467 (meters)                     COMP
 DS3114  NAD 83(2011) Z  -  4,287,241.768 (meters)                     COMP
 DS3114  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 DS3114
 DS3114  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3114  Standards:
 DS3114         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3114            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3114  -------------------------------------------------------------------
 DS3114  NETWORK    0.60   1.12           0.27   0.21   0.57     -0.08604807
 DS3114  -------------------------------------------------------------------
 DS3114  Click here for local accuracies and other accuracy information.
 DS3114
 DS3114.The horizontal coordinates were established by GPS observations
 DS3114.and adjusted by the WI DEPT OF TRANSP in November 2024.
 DS3114
 DS3114.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3114.been affixed to the stable North American tectonic plate. See 
 DS3114.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3114
 DS3114.The horizontal coordinates are valid at the epoch date displayed above
 DS3114.which is a decimal equivalence of Year/Month/Day.
 DS3114
 DS3114.The orthometric height was determined by GPS observations and a
 DS3114.high-resolution geoid model using precise GPS observation and
 DS3114.processing techniques.
 DS3114
 DS3114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3114.GEOID18 height accuracy estimate available here.
 DS3114
 DS3114.Click photographs - Photos may exist for this station.
 DS3114
 DS3114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3114
 DS3114.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3114
 DS3114.The ellipsoidal height was determined by GPS observations
 DS3114.and is referenced to NAD 83.
 DS3114
 DS3114. The following values were computed from the NAD 83(2011) position.
 DS3114
 DS3114;                    North         East     Units Scale Factor Converg.
 DS3114;SPC WI S     -    56,607.057   686,325.787   MT  1.00005395   +0 43 17.9
 DS3114;SPC WI S     -   185,718.32  2,251,720.52   sFT  1.00005395   +0 43 17.9
 DS3114;UTM  16      - 4,707,651.631   339,806.014   MT  0.99991574   -1 19 03.5
 DS3114
 DS3114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3114!SPC WI S     -   0.99996610  x   1.00005395  =   1.00002005
 DS3114!UTM  16      -   0.99996610  x   0.99991574  =   0.99988185
 DS3114
 DS3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3980607651(NAD 83)
 DS3114
 DS3114                          SUPERSEDED SURVEY CONTROL
 DS3114
 DS3114.No superseded survey control is available for this station.
 DS3114
 DS3114_MARKER: DD = SURVEY DISK
 DS3114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3114_STAMPING: 9A270 2018
 DS3114_MARK LOGO: WIDT
 DS3114_PROJECTION: FLUSH
 DS3114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3114+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2024
 DS3114
 DS3114  HISTORY     - Date     Condition        Report By
 DS3114  HISTORY     - 2018     MONUMENTED       WIDT
 DS3114  HISTORY     - 20240805 GOOD             DJHENK
 DS3114
 DS3114                          STATION DESCRIPTION
 DS3114
 DS3114'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (TSS)
 DS3114'THE STATION IS LOCATED ABOUT 5.7 MI (9.1 KM) SOUTHWEST OF CLINTON, 4.7
 DS3114'MI (7.6 KM) SOUTH OF SHOPIERE AND 4.2 MI (6.8 KM) EAST OF BELOIT.
 DS3114'
 DS3114'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67 WITH STATE
 DS3114'HIGHWAY 140 LOCATED 3.4 MI (5.5 KM) SOUTH OF CLINTON, WI GO WEST ON
 DS3114'STATE HIGHWAY 67 FOR 4.4 MI (7.1 KM) TO THE STATION ON THE RIGHT.
 DS3114'
 DS3114'THE STATION IS LOCATED 10.7 M (35.1 FT) NORTH-NORTHWEST OF THE
 DS3114'CENTERLINE OF STATE HIGHWAY 67, 42.1 M (138.1 FT) NORTHWEST OF A POWER
 DS3114'POLE, 28.4 M (93.2 FT) NORTHEAST OF A POWER POLE, 1 M (3.3 FT) SOUTH
 DS3114'OF A FIELD EDGE AND 1 M (3.3 FT) SOUTHWEST AND NORTHEAST OF TWO WHITE
 DS3114'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3112 ***********************************************************************
 DS3112  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3112  DESIGNATION -  9A273
 DS3112  PID         -  DS3112
 DS3112  STATE/COUNTY-  WI/ROCK
 DS3112  COUNTRY     -  US
 DS3112  USGS QUAD   -  SHOPIERE (2018)
 DS3112
 DS3112                         *CURRENT SURVEY CONTROL
 DS3112  ______________________________________________________________________
 DS3112* NAD 83(2011) POSITION- 42 36 20.00687(N) 088 58 19.40849(W)   ADJUSTED
 DS3112* NAD 83(2011) ELLIP HT-   222.396 (meters)        (11/06/24)   ADJUSTED
 DS3112* NAD 83(2011) EPOCH   -  2010.00
 DS3112* NAVD 88 ORTHO HEIGHT -   256.23  (meters)      840.6   (feet) GPS OBS
 DS3112  ______________________________________________________________________
 DS3112  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 DS3112  NAD 83(2011) X  -     84,351.967 (meters)                     COMP
 DS3112  NAD 83(2011) Y  - -4,701,133.689 (meters)                     COMP
 DS3112  NAD 83(2011) Z  -  4,295,503.107 (meters)                     COMP
 DS3112  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 DS3112
 DS3112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3112  Standards:
 DS3112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3112  -------------------------------------------------------------------
 DS3112  NETWORK    0.53   1.02           0.24   0.19   0.52     -0.05422118
 DS3112  -------------------------------------------------------------------
 DS3112  Click here for local accuracies and other accuracy information.
 DS3112
 DS3112.The horizontal coordinates were established by GPS observations
 DS3112.and adjusted by the WI DEPT OF TRANSP in November 2024.
 DS3112
 DS3112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3112.been affixed to the stable North American tectonic plate. See 
 DS3112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3112
 DS3112.The horizontal coordinates are valid at the epoch date displayed above
 DS3112.which is a decimal equivalence of Year/Month/Day.
 DS3112
 DS3112.The orthometric height was determined by GPS observations and a
 DS3112.high-resolution geoid model using precise GPS observation and
 DS3112.processing techniques.
 DS3112
 DS3112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3112.GEOID18 height accuracy estimate available here.
 DS3112
 DS3112.Click photographs - Photos may exist for this station.
 DS3112
 DS3112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3112
 DS3112.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3112
 DS3112.The ellipsoidal height was determined by GPS observations
 DS3112.and is referenced to NAD 83.
 DS3112
 DS3112. The following values were computed from the NAD 83(2011) position.
 DS3112
 DS3112;                    North         East     Units Scale Factor Converg.
 DS3112;SPC WI S     -    67,792.767   684,353.799   MT  1.00002821   +0 42 22.7
 DS3112;SPC WI S     -   222,416.77  2,245,250.76   sFT  1.00002821   +0 42 22.7
 DS3112;UTM  16      - 4,718,899.088   338,233.729   MT  0.99992196   -1 20 07.0
 DS3112
 DS3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3112!SPC WI S     -   0.99996512  x   1.00002821  =   0.99999333
 DS3112!UTM  16      -   0.99996512  x   0.99992196  =   0.99988709
 DS3112
 DS3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3823318899(NAD 83)
 DS3112
 DS3112                          SUPERSEDED SURVEY CONTROL
 DS3112
 DS3112.No superseded survey control is available for this station.
 DS3112
 DS3112_MARKER: DD = SURVEY DISK
 DS3112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3112_STAMPING: 9A273 2018
 DS3112_MARK LOGO: WIDT
 DS3112_PROJECTION: FLUSH
 DS3112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3112+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2024
 DS3112
 DS3112  HISTORY     - Date     Condition        Report By
 DS3112  HISTORY     - 2018     MONUMENTED       WIDT
 DS3112  HISTORY     - 20240805 GOOD             DJHENK
 DS3112
 DS3112                          STATION DESCRIPTION
 DS3112
 DS3112'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (TSS)
 DS3112'THE STATION IS LOCATED ABOUT 5.8 MI (9.4 KM) SOUTH-SOUTHEAST OF
 DS3112'JANESVILLE, 5.7 MI (9.1 KM) WEST-SOUTHWEST OF AVALON AND 2.9 MI (4.6
 DS3112'KM) NORTHWEST OF SHOPIERE.
 DS3112'
 DS3112'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 WITH
 DS3112'STATE HIGHWAY 11 AND AVALON ROAD, LOCATED  ABOUT 4 MI (6.4 KM) SOUTH
 DS3112'OF JANESVILLE, WI, GO EAST ON AVALON ROAD FOR 0.5 MI (0.8 KM) TO
 DS3112'COUNTY HIGHWAY J, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY J FOR 2.0
 DS3112'MI (3.2 KM) TO ELM DRIVE AND THE STATION OF THE LEFT.
 DS3112'
 DS3112'THE STATION IS LOCATED 18.2 M (59.7 FT) EAST OF THE CENTERLINE OF
 DS3112'COUNTY HIGHWAY J, 10.2 M (33.5 FT) SOUTH OF THE CENTERLINE OF ELM
 DS3112'DRIVE, 14.4 M (47.2 FT) WEST-SOUTHWEST OF A METAL POST FOR A --STOP--
 DS3112'SIGN, 11.6 M (38.1 FT) WEST-SOUTHWEST OF A WOOD POST FOR A --WEIGHT
 DS3112'LIMIT CLASS B-- SIGN AND 1 M (3.3 FT) WEST AND EAST OF TWO WHITE
 DS3112'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3113 ***********************************************************************
 DS3113  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3113  DESIGNATION -  9A274
 DS3113  PID         -  DS3113
 DS3113  STATE/COUNTY-  WI/ROCK
 DS3113  COUNTRY     -  US
 DS3113  USGS QUAD   -  SHOPIERE (2018)
 DS3113
 DS3113                         *CURRENT SURVEY CONTROL
 DS3113  ______________________________________________________________________
 DS3113* NAD 83(2011) POSITION- 42 36 46.55965(N) 088 58 52.83552(W)   ADJUSTED
 DS3113* NAD 83(2011) ELLIP HT-   226.080 (meters)        (11/06/24)   ADJUSTED
 DS3113* NAD 83(2011) EPOCH   -  2010.00
 DS3113* NAVD 88 ORTHO HEIGHT -   259.92  (meters)      852.8   (feet) GPS OBS
 DS3113  ______________________________________________________________________
 DS3113  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 DS3113  NAD 83(2011) X  -     83,580.293 (meters)                     COMP
 DS3113  NAD 83(2011) Y  - -4,700,595.388 (meters)                     COMP
 DS3113  NAD 83(2011) Z  -  4,296,108.645 (meters)                     COMP
 DS3113  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 DS3113
 DS3113  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3113  Standards:
 DS3113         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3113            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3113  -------------------------------------------------------------------
 DS3113  NETWORK    0.51   0.94           0.23   0.18   0.48     -0.01791460
 DS3113  -------------------------------------------------------------------
 DS3113  Click here for local accuracies and other accuracy information.
 DS3113
 DS3113.The horizontal coordinates were established by GPS observations
 DS3113.and adjusted by the WI DEPT OF TRANSP in November 2024.
 DS3113
 DS3113.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3113.been affixed to the stable North American tectonic plate. See 
 DS3113.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3113
 DS3113.The horizontal coordinates are valid at the epoch date displayed above
 DS3113.which is a decimal equivalence of Year/Month/Day.
 DS3113
 DS3113.The orthometric height was determined by GPS observations and a
 DS3113.high-resolution geoid model using precise GPS observation and
 DS3113.processing techniques.
 DS3113
 DS3113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3113.GEOID18 height accuracy estimate available here.
 DS3113
 DS3113.Click photographs - Photos may exist for this station.
 DS3113
 DS3113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3113
 DS3113.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3113
 DS3113.The ellipsoidal height was determined by GPS observations
 DS3113.and is referenced to NAD 83.
 DS3113
 DS3113. The following values were computed from the NAD 83(2011) position.
 DS3113
 DS3113;                    North         East     Units Scale Factor Converg.
 DS3113;SPC WI S     -    68,602.716   683,581.870   MT  1.00002645   +0 41 59.7
 DS3113;SPC WI S     -   225,074.08  2,242,718.19   sFT  1.00002645   +0 41 59.7
 DS3113;UTM  16      - 4,719,735.936   337,491.222   MT  0.99992492   -1 20 30.3
 DS3113
 DS3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3113!SPC WI S     -   0.99996455  x   1.00002645  =   0.99999099
 DS3113!UTM  16      -   0.99996455  x   0.99992492  =   0.99988947
 DS3113
 DS3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3749119735(NAD 83)
 DS3113
 DS3113                          SUPERSEDED SURVEY CONTROL
 DS3113
 DS3113.No superseded survey control is available for this station.
 DS3113
 DS3113_MARKER: DD = SURVEY DISK
 DS3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3113_STAMPING: 9A274 2018
 DS3113_MARK LOGO: WIDT
 DS3113_PROJECTION: FLUSH
 DS3113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3113+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2024
 DS3113
 DS3113  HISTORY     - Date     Condition        Report By
 DS3113  HISTORY     - 2018     MONUMENTED       WIDT
 DS3113  HISTORY     - 20240805 GOOD             DJHENK
 DS3113
 DS3113                          STATION DESCRIPTION
 DS3113
 DS3113'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2024 (TSS)
 DS3113'THE STATION IS LOCATED ABOUT 6.0 MI (9.6 KM) WEST-SOUTHWEST OF AVALON,
 DS3113'5.2 MI (8.3 KM) SOUTH-SOUTHEAST OF JANESVILLE AND 3.6 MI (5.7 KM)
 DS3113'NORTHWEST OF SHOPIERE.
 DS3113'
 DS3113'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 36 WITH
 DS3113'STATE HIGHWAY 11 AND AVALON RD LOCATED 4 MI (6.4 KM) SOUTH OF
 DS3113'JANESVILLE, WI, GO EAST ON AVALON ROAD FOR 0.5 MI (0.8 KM) TO COUNTY
 DS3113'HIGHWAY J, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY J FOR 1.5 MI (2.4
 DS3113'KM) TO WOODMAN ROAD, TURN RIGHT AND GO WEST ON WOODMAN ROAD FOR 0.5 MI
 DS3113'(0.8 KM) TO THE STATION ON THE LEFT.
 DS3113'
 DS3113'THE STATION IS LOCATED 8.8 M (28.9 FT) SOUTH OF THE CENTERLINE OF
 DS3113'WOORMAN ROAD, 4.2 M (13.8 FT) SOUTH-SOUTHEAST OF THE EAST AND OF A
 DS3113'GUARDRAIL, 3.7 M (12.1 FT) SOUTH OF THE EDGE OF PAVEMENT OF WOODMAN
 DS3113'ROAD AND 1 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4356 ***********************************************************************
 DS4356  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4356  DESIGNATION -  9A283
 DS4356  PID         -  DS4356
 DS4356  STATE/COUNTY-  WI/WASHBURN
 DS4356  COUNTRY     -  US
 DS4356  USGS QUAD   -  TREGO (2019)
 DS4356
 DS4356                         *CURRENT SURVEY CONTROL
 DS4356  ______________________________________________________________________
 DS4356* NAD 83(2011) POSITION- 45 54 38.05607(N) 091 48 04.42837(W)   ADJUSTED
 DS4356* NAD 83(2011) ELLIP HT-   301.705 (meters)        (12/17/25)   ADJUSTED
 DS4356* NAD 83(2011) EPOCH   -  2010.00
 DS4356* NAVD 88 ORTHO HEIGHT -   330.27  (meters)     1083.6   (feet) GPS OBS
 DS4356  ______________________________________________________________________
 DS4356  GEOID HEIGHT    -        -28.577 (meters)                     GEOID18
 DS4356  NAD 83(2011) X  -   -139,737.422 (meters)                     COMP
 DS4356  NAD 83(2011) Y  - -4,443,478.243 (meters)                     COMP
 DS4356  NAD 83(2011) Z  -  4,558,553.719 (meters)                     COMP
 DS4356  LAPLACE CORR    -         -9.38  (seconds)                    DEFLEC18
 DS4356
 DS4356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4356  Standards:
 DS4356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4356  -------------------------------------------------------------------
 DS4356  NETWORK    0.42   2.08           0.19   0.15   1.06     -0.02207136
 DS4356  -------------------------------------------------------------------
 DS4356  Click here for local accuracies and other accuracy information.
 DS4356
 DS4356.The horizontal coordinates were established by GPS observations
 DS4356.and adjusted by the WI DEPT OF TRANSP in December 2025.
 DS4356
 DS4356.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4356.frame has been affixed to the stable North American tectonic plate 
 DS4356
 DS4356.The horizontal coordinates are valid at the epoch date displayed above
 DS4356.which is a decimal equivalence of Year/Month/Day.
 DS4356
 DS4356.The orthometric height was determined by GPS observations and a
 DS4356.high-resolution geoid model using precise GPS observation and
 DS4356.processing techniques.
 DS4356
 DS4356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4356.GEOID18 height accuracy estimate available here.
 DS4356
 DS4356.Click photographs - Photos may exist for this station.
 DS4356
 DS4356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4356
 DS4356.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4356
 DS4356.The ellipsoidal height was determined by GPS observations
 DS4356.and is referenced to NAD 83.
 DS4356
 DS4356. The following values were computed from the NAD 83(2011) position.
 DS4356
 DS4356;                    North         East     Units Scale Factor Converg.
 DS4356;SPC WI N     -    84,264.790   460,264.372   MT  0.99995537   -1 17 57.7
 DS4356;SPC WI N     -   276,458.73  1,510,050.69   sFT  0.99995537   -1 17 57.7
 DS4356;UTM  15      - 5,084,810.042   592,972.751   MT  0.99970626   +0 51 39.9
 DS4356
 DS4356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4356!SPC WI N     -   0.99995270  x   0.99995537  =   0.99990808
 DS4356!UTM  15      -   0.99995270  x   0.99970626  =   0.99965898
 DS4356
 DS4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9297284810(NAD 83)
 DS4356
 DS4356                          SUPERSEDED SURVEY CONTROL
 DS4356
 DS4356.No superseded survey control is available for this station.
 DS4356
 DS4356_MARKER: DD = SURVEY DISK
 DS4356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4356_STAMPING: 9A283 2021
 DS4356_MARK LOGO: WIDT
 DS4356_PROJECTION: FLUSH
 DS4356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4356+STABILITY: SURFACE MOTION
 DS4356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4356+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2025
 DS4356
 DS4356  HISTORY     - Date     Condition        Report By
 DS4356  HISTORY     - 2021     MONUMENTED       WIDT
 DS4356  HISTORY     - 20250120 GOOD             DJHENK
 DS4356
 DS4356                          STATION DESCRIPTION
 DS4356
 DS4356'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2025 (TSS)
 DS4356'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHEAST OF SPOONER, 6.0
 DS4356'MI (9.7 KM) WEST-SOUTHWEST OF SPRINGBROOK AND 1.2 MI (1.9 KM)
 DS4356'NORTHEAST OF TREGO.
 DS4356'
 DS4356'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH US
 DS4356'HIGHWAY 63 LOCATED IN TREGO, WI, GO EAST ON US HIGHWAY 63 FOR 1.4 MI
 DS4356'(2.3 KM) TO THE STATION ON THE LEFT.
 DS4356'
 DS4356'THE MARK IS LOCATED 16.8 M (55.1 FT) NORTH OF THE CENTERLINE OF US
 DS4356'HIGHWAY 63, 63 M (206.7 FT) WEST-SOUTHWEST OF A METAL POST FOR A
 DS4356'BILLBOARD, 41 M (134.5 FT) EAST-SOUTHEAST OF A METAL POST FOR A
 DS4356'BILLBOARD AND 1.0 SOUTHEAST, SOUTHWEST AND NORTH OF THREE WHITE
 DS4356'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4357 ***********************************************************************
 DS4357  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4357  DESIGNATION -  9A284
 DS4357  PID         -  DS4357
 DS4357  STATE/COUNTY-  WI/WASHBURN
 DS4357  COUNTRY     -  US
 DS4357  USGS QUAD   -  TREGO (2019)
 DS4357
 DS4357                         *CURRENT SURVEY CONTROL
 DS4357  ______________________________________________________________________
 DS4357* NAD 83(2011) POSITION- 45 54 38.02807(N) 091 47 10.09802(W)   ADJUSTED
 DS4357* NAD 83(2011) ELLIP HT-   298.630 (meters)        (12/17/25)   ADJUSTED
 DS4357* NAD 83(2011) EPOCH   -  2010.00
 DS4357* NAVD 88 ORTHO HEIGHT -   327.24  (meters)     1073.6   (feet) GPS OBS
 DS4357  ______________________________________________________________________
 DS4357  GEOID HEIGHT    -        -28.627 (meters)                     GEOID18
 DS4357  NAD 83(2011) X  -   -138,566.954 (meters)                     COMP
 DS4357  NAD 83(2011) Y  - -4,443,513.378 (meters)                     COMP
 DS4357  NAD 83(2011) Z  -  4,558,550.909 (meters)                     COMP
 DS4357  LAPLACE CORR    -         -8.81  (seconds)                    DEFLEC18
 DS4357
 DS4357  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4357  Standards:
 DS4357         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4357            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4357  -------------------------------------------------------------------
 DS4357  NETWORK    0.42   2.08           0.19   0.15   1.06     -0.00606509
 DS4357  -------------------------------------------------------------------
 DS4357  Click here for local accuracies and other accuracy information.
 DS4357
 DS4357.The horizontal coordinates were established by GPS observations
 DS4357.and adjusted by the WI DEPT OF TRANSP in December 2025.
 DS4357
 DS4357.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4357.frame has been affixed to the stable North American tectonic plate 
 DS4357
 DS4357.The horizontal coordinates are valid at the epoch date displayed above
 DS4357.which is a decimal equivalence of Year/Month/Day.
 DS4357
 DS4357.The orthometric height was determined by GPS observations and a
 DS4357.high-resolution geoid model using precise GPS observation and
 DS4357.processing techniques.
 DS4357
 DS4357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4357.GEOID18 height accuracy estimate available here.
 DS4357
 DS4357.Click photographs - Photos may exist for this station.
 DS4357
 DS4357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4357
 DS4357.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4357
 DS4357.The ellipsoidal height was determined by GPS observations
 DS4357.and is referenced to NAD 83.
 DS4357
 DS4357. The following values were computed from the NAD 83(2011) position.
 DS4357
 DS4357;                    North         East     Units Scale Factor Converg.
 DS4357;SPC WI N     -    84,237.486   461,434.942   MT  0.99995537   -1 17 18.5
 DS4357;SPC WI N     -   276,369.15  1,513,891.14   sFT  0.99995537   -1 17 18.5
 DS4357;UTM  15      - 5,084,826.880   594,143.227   MT  0.99970896   +0 52 18.9
 DS4357
 DS4357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4357!SPC WI N     -   0.99995319  x   0.99995537  =   0.99990856
 DS4357!UTM  15      -   0.99995319  x   0.99970896  =   0.99966216
 DS4357
 DS4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9414384826(NAD 83)
 DS4357
 DS4357                          SUPERSEDED SURVEY CONTROL
 DS4357
 DS4357.No superseded survey control is available for this station.
 DS4357
 DS4357_MARKER: DD = SURVEY DISK
 DS4357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4357_STAMPING: 9A284 2021
 DS4357_MARK LOGO: WIDT
 DS4357_PROJECTION: FLUSH
 DS4357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4357+STABILITY: SURFACE MOTION
 DS4357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4357+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2025
 DS4357
 DS4357  HISTORY     - Date     Condition        Report By
 DS4357  HISTORY     - 2021     MONUMENTED       WIDT
 DS4357  HISTORY     - 20250120 GOOD             DJHENK
 DS4357
 DS4357                          STATION DESCRIPTION
 DS4357
 DS4357'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2025 (TSS)
 DS4357'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF SPOONER, 5.4
 DS4357'MI (8.7 KM) WEST-SOUTHWEST OF SPRINGBROOK AND 1.8 MI (2.9 KM)
 DS4357'EAST-NORTHEAST OF TREGO.
 DS4357'
 DS4357'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH US
 DS4357'HIGHWAY 63 LOCATED IN TREGO, WI, GO EAST ON US HIGHWAY 63 FOR 2.1 MI
 DS4357'(3.4 KM) TO SAY HI ROAD AND THE STATION ON THE LEFT.
 DS4357'
 DS4357'THE MARK IS LOCATED 18.7 M (61.4 FT) NORTH OF THE CENTERLINE OF US
 DS4357'HIGHWAY 63, 28.5 M (93.5 FT) EAST OF THE CENTERLINE OF SAY HI ROAD AND
 DS4357'1.0 M (3.3 FT) SOUTHEAST, SOUTHWEST AND NORTH OF THREE WHITE PLASTIC
 DS4357'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4358 ***********************************************************************
 DS4358  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4358  DESIGNATION -  9A285
 DS4358  PID         -  DS4358
 DS4358  STATE/COUNTY-  WI/WASHBURN
 DS4358  COUNTRY     -  US
 DS4358  USGS QUAD   -  TREGO (2019)
 DS4358
 DS4358                         *CURRENT SURVEY CONTROL
 DS4358  ______________________________________________________________________
 DS4358* NAD 83(2011) POSITION- 45 54 38.06443(N) 091 45 58.57255(W)   ADJUSTED
 DS4358* NAD 83(2011) ELLIP HT-   305.725 (meters)        (12/17/25)   ADJUSTED
 DS4358* NAD 83(2011) EPOCH   -  2010.00
 DS4358* NAVD 88 ORTHO HEIGHT -   334.40  (meters)     1097.1   (feet) GPS OBS
 DS4358  ______________________________________________________________________
 DS4358  GEOID HEIGHT    -        -28.688 (meters)                     GEOID18
 DS4358  NAD 83(2011) X  -   -137,026.217 (meters)                     COMP
 DS4358  NAD 83(2011) Y  - -4,443,565.289 (meters)                     COMP
 DS4358  NAD 83(2011) Z  -  4,558,556.786 (meters)                     COMP
 DS4358  LAPLACE CORR    -         -8.03  (seconds)                    DEFLEC18
 DS4358
 DS4358  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4358  Standards:
 DS4358         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4358            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4358  -------------------------------------------------------------------
 DS4358  NETWORK    0.41   1.94           0.19   0.14   0.99     -0.00817915
 DS4358  -------------------------------------------------------------------
 DS4358  Click here for local accuracies and other accuracy information.
 DS4358
 DS4358.The horizontal coordinates were established by GPS observations
 DS4358.and adjusted by the WI DEPT OF TRANSP in December 2025.
 DS4358
 DS4358.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4358.frame has been affixed to the stable North American tectonic plate 
 DS4358
 DS4358.The horizontal coordinates are valid at the epoch date displayed above
 DS4358.which is a decimal equivalence of Year/Month/Day.
 DS4358
 DS4358.The orthometric height was determined by GPS observations and a
 DS4358.high-resolution geoid model using precise GPS observation and
 DS4358.processing techniques.
 DS4358
 DS4358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4358.GEOID18 height accuracy estimate available here.
 DS4358
 DS4358.Click photographs - Photos may exist for this station.
 DS4358
 DS4358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4358
 DS4358.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4358
 DS4358.The ellipsoidal height was determined by GPS observations
 DS4358.and is referenced to NAD 83.
 DS4358
 DS4358. The following values were computed from the NAD 83(2011) position.
 DS4358
 DS4358;                    North         East     Units Scale Factor Converg.
 DS4358;SPC WI N     -    84,204.139   462,976.046   MT  0.99995537   -1 16 26.9
 DS4358;SPC WI N     -   276,259.75  1,518,947.24   sFT  0.99995537   -1 16 26.9
 DS4358;UTM  15      - 5,084,851.646   595,684.116   MT  0.99971255   +0 53 10.3
 DS4358
 DS4358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4358!SPC WI N     -   0.99995207  x   0.99995537  =   0.99990745
 DS4358!UTM  15      -   0.99995207  x   0.99971255  =   0.99966464
 DS4358
 DS4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9568484851(NAD 83)
 DS4358
 DS4358                          SUPERSEDED SURVEY CONTROL
 DS4358
 DS4358.No superseded survey control is available for this station.
 DS4358
 DS4358_MARKER: DD = SURVEY DISK
 DS4358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4358_STAMPING: 9A285 2021
 DS4358_MARK LOGO: WIDT
 DS4358_PROJECTION: FLUSH
 DS4358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS4358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4358+STABILITY: SURFACE MOTION
 DS4358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4358+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2025
 DS4358
 DS4358  HISTORY     - Date     Condition        Report By
 DS4358  HISTORY     - 2021     MONUMENTED       WIDT
 DS4358  HISTORY     - 20250120 GOOD             DJHENK
 DS4358
 DS4358                          STATION DESCRIPTION
 DS4358
 DS4358'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2025 (TSS)
 DS4358'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF SPOONER, 4.6
 DS4358'MI (7.4 KM) SOUTHWEST OF SPRINGBROOK AND 2.7 MI (4.3 KM)
 DS4358'EAST-NORTHEAST OF TREGO.
 DS4358'
 DS4358'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH US
 DS4358'HIGHWAY 63 LOCATED IN TREGO, WI, GO EAST ON US HIGHWAY 63 FOR 3.1 MI
 DS4358'(5.0 KM) TO THE STATION ON THE LEFT.
 DS4358'
 DS4358'THE MARK IS LOCATED 15.5 M (50.9 FT) NORTH OF THE CENTERLINE OF US
 DS4358'HIGHWAY 63, 24.6 M (80.7 FT) NORTH-NORTHWEST OF A --CANOE LANDING--
 DS4358'SIGN AND 1.0 M (3.3 FT) SOUTHEAST, SOUTHWEST AND NORTH OF THREE WHITE
 DS4358'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6074 ***********************************************************************
 DO6074  DESIGNATION -  9B31
 DO6074  PID         -  DO6074
 DO6074  STATE/COUNTY-  WI/DOUGLAS
 DO6074  COUNTRY     -  US
 DO6074  USGS QUAD   -  SUPERIOR (2018)
 DO6074
 DO6074                         *CURRENT SURVEY CONTROL
 DO6074  ______________________________________________________________________
 DO6074* NAD 83(1986) POSITION- 46 42 38.20   (N) 092 03 07.59   (W)   HD_HELD1
 DO6074* NAVD 88 ORTHO HEIGHT -   194.092 (meters)      636.78  (feet) ADJUSTED
 DO6074  ______________________________________________________________________
 DO6074  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 DO6074  DYNAMIC HEIGHT  -        194.117 (meters)      636.87  (feet) COMP
 DO6074  MODELED GRAVITY -    980,736.4   (mgal)                       NAVD 88
 DO6074
 DO6074  VERT ORDER      -  SECOND    CLASS I
 DO6074
 DO6074.The horizontal coordinates were determined by differentially corrected
 DO6074.hand held GPS observations or other comparable positioning techniques
 DO6074.and have an estimated accuracy of +/- 3 meters.
 DO6074
 DO6074.The orthometric height was determined by differential leveling and
 DO6074.adjusted by the NATIONAL GEODETIC SURVEY
 DO6074.in February 2017.
 DO6074
 DO6074.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6074.GEOID18 height accuracy estimate available here.
 DO6074
 DO6074.Click photographs - Photos may exist for this station.
 DO6074
 DO6074.The dynamic height is computed by dividing the NAVD 88
 DO6074.geopotential number by the normal gravity value computed on the
 DO6074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6074.degrees latitude (g = 980.6199 gals.).
 DO6074
 DO6074.The modeled gravity was interpolated from observed gravity values.
 DO6074
 DO6074;                    North         East    Units  Estimated Accuracy
 DO6074;SPC WI N     -   173,633.7     443,103.1     MT  (+/- 3 meters HH1 GPS) 
 DO6074
 DO6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7245173442(NAD 83)
 DO6074
 DO6074                          SUPERSEDED SURVEY CONTROL
 DO6074
 DO6074  NAVD 88 (07/25/13)  194.094  (m)          636.79   (f) SUPERSEDED  2 1
 DO6074
 DO6074.Superseded values are not recommended for survey control.
 DO6074
 DO6074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6074.See file dsdata.pdf to determine how the superseded data were derived.
 DO6074
 DO6074_MARKER: DD = SURVEY DISK
 DO6074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6074_STAMPING: 9B31 2010
 DO6074_MARK LOGO: WIDT
 DO6074_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6074_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6074+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2012
 DO6074
 DO6074  HISTORY     - Date     Condition        Report By
 DO6074  HISTORY     - 2010     MONUMENTED       WIDT
 DO6074  HISTORY     - 20120722 GOOD             WIDT
 DO6074
 DO6074                          STATION DESCRIPTION
 DO6074
 DO6074'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6074'THE STATION IS LOCATED 7.7 MI (12.4 KM) NORTH-NORTHWEST OF SOUTH
 DO6074'RANGE, 7.5 MI (12.1 KM) NORTHEAST OF OLIVER, AND IN THE CITY OF
 DO6074'SUPERIOR.
 DO6074'
 DO6074'TO REACH THE STATION FROM THE OF U.S. HIGHWAY 2 (LENROOT HIGHWAY) WITH
 DO6074'U.S. HIGHWAY 53 (2ND STREET) IN THE CITY OF SUPERIOR, GO SOUTHEAST ON
 DO6074'U.S. HIGHWAY 53 (2ND STREET) FOR 1.05 MI (1.7 KM) TO 18TH AVENUE ON
 DO6074'THE RIGHT AND THE STATION ON THE LEFT.
 DO6074'
 DO6074'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6074'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6074'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 3 CM (1
 DO6074'INCH) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) ABOVE THE
 DO6074'HIGHWAY PAVEMENT.  THE STATION IS 14.0 M (45.9 FT) NORTHEAST OF THE
 DO6074'CENTERLINE OF NORTHBOUND U.S. HIGHWAY 53, 32 M (105.0 FT) SOUTHEAST OF
 DO6074'THE CENTER OF AN ENTRANCE DRIVE FOR THE -OSAUGIE TRAIL- PARKING AREA,
 DO6074'24.1 M (79.1 FT) SOUTHEAST OF A UTILITY POLE WITH A TRAFFIC CONTROL
 DO6074'SIGNAL, 9 M (29.5 FT) SOUTHWEST OF THE CENTER OF A PAVED BIKE PATH,
 DO6074'AND 0.5 M (1.6 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DO6074'
 DO6074'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6074'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE EAST EXTENDING TO
 DO6074'20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6073 ***********************************************************************
 DO6073  DESIGNATION -  9B32
 DO6073  PID         -  DO6073
 DO6073  STATE/COUNTY-  WI/DOUGLAS
 DO6073  COUNTRY     -  US
 DO6073  USGS QUAD   -  SUPERIOR (2018)
 DO6073
 DO6073                         *CURRENT SURVEY CONTROL
 DO6073  ______________________________________________________________________
 DO6073* NAD 83(1986) POSITION- 46 41 34.82   (N) 092 01 47.03   (W)   HD_HELD1
 DO6073* NAVD 88 ORTHO HEIGHT -   187.144 (meters)      613.99  (feet) ADJUSTED
 DO6073  ______________________________________________________________________
 DO6073  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 DO6073  DYNAMIC HEIGHT  -        187.167 (meters)      614.06  (feet) COMP
 DO6073  MODELED GRAVITY -    980,732.2   (mgal)                       NAVD 88
 DO6073
 DO6073  VERT ORDER      -  SECOND    CLASS I
 DO6073
 DO6073.The horizontal coordinates were determined by differentially corrected
 DO6073.hand held GPS observations or other comparable positioning techniques
 DO6073.and have an estimated accuracy of +/- 3 meters.
 DO6073
 DO6073.The orthometric height was determined by differential leveling and
 DO6073.adjusted by the NATIONAL GEODETIC SURVEY
 DO6073.in February 2017.
 DO6073
 DO6073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6073.GEOID18 height accuracy estimate available here.
 DO6073
 DO6073.Click photographs - Photos may exist for this station.
 DO6073
 DO6073.The dynamic height is computed by dividing the NAVD 88
 DO6073.geopotential number by the normal gravity value computed on the
 DO6073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6073.degrees latitude (g = 980.6199 gals.).
 DO6073
 DO6073.The modeled gravity was interpolated from observed gravity values.
 DO6073
 DO6073;                    North         East    Units  Estimated Accuracy
 DO6073;SPC WI N     -   171,633.3     444,763.7     MT  (+/- 3 meters HH1 GPS) 
 DO6073
 DO6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7418671506(NAD 83)
 DO6073
 DO6073                          SUPERSEDED SURVEY CONTROL
 DO6073
 DO6073  NAVD 88 (07/25/13)  187.147  (m)          614.00   (f) SUPERSEDED  2 1
 DO6073
 DO6073.Superseded values are not recommended for survey control.
 DO6073
 DO6073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6073.See file dsdata.pdf to determine how the superseded data were derived.
 DO6073
 DO6073_MARKER: DD = SURVEY DISK
 DO6073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6073_STAMPING: 9B32 2010
 DO6073_MARK LOGO: WIDT
 DO6073_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6073_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6073+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DO6073
 DO6073  HISTORY     - Date     Condition        Report By
 DO6073  HISTORY     - 2010     MONUMENTED       WIDT
 DO6073  HISTORY     - 20120731 GOOD             WIDT
 DO6073
 DO6073                          STATION DESCRIPTION
 DO6073
 DO6073'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6073'THE STATION IS LOCATED 8.1 MI (13.0 KM) NORTHEAST OF OLIVER, 6.1 MI
 DO6073'(9.8 KM) NORTH-NORTHWEST OF SOUTH RANGE, AND IN THE CITY OF SUPERIOR.
 DO6073'
 DO6073'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 (LENROOT
 DO6073'HIGHWAY) WITH U.S. HIGHWAY 53 (2ND STREET) IN THE CITY OF SUPERIOR, GO
 DO6073'SOUTHEAST ON U.S. HIGHWAY 53 (2ND STREET) FOR 2.3 MI (3.7 KM) TO 31ST
 DO6073'AVENUE AND A BRIDGE OVER THE NEMADJI RIVER.  CONTINUE SOUTHEAST ON
 DO6073'U.S. HIGHWAY 53 (2ND STREET) FOR 0.35 MI (0.6 KM) TO THE STATION ON
 DO6073'THE LEFT.
 DO6073'
 DO6073'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6073'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6073'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6073'INCH) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) ABOVE THE
 DO6073'HIGHWAY PAVEMENT.  THE STATION IS 9.8 M (32.2 FT) NORTHEAST OF THE
 DO6073'CENTERLINE OF NORTHBOUND U.S. HIGHWAY 53, 32.9 M (107.9 FT) NORTHWEST
 DO6073'OF A METAL UTILITY POLE, 26 M (85.3 FT) SOUTHEAST OF THE CENTER OF A
 DO6073'PAVED ENTRANCE, 15.7 M (51.5 FT) SOUTH OF A POWER POLE WITH A SINGLE
 DO6073'GUY WIRE, AND 0.5 M (1.6 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS
 DO6073'POST.
 DO6073'
 DO6073'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6073'DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE NORTH
 DO6073'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6072 ***********************************************************************
 DO6072  DESIGNATION -  9B33
 DO6072  PID         -  DO6072
 DO6072  STATE/COUNTY-  WI/DOUGLAS
 DO6072  COUNTRY     -  US
 DO6072  USGS QUAD   -  SUPERIOR (2018)
 DO6072
 DO6072                         *CURRENT SURVEY CONTROL
 DO6072  ______________________________________________________________________
 DO6072* NAD 83(1986) POSITION- 46 40 12.84   (N) 092 00 09.63   (W)   HD_HELD1
 DO6072* NAVD 88 ORTHO HEIGHT -   198.171 (meters)      650.17  (feet) ADJUSTED
 DO6072  ______________________________________________________________________
 DO6072  GEOID HEIGHT    -        -28.242 (meters)                     GEOID18
 DO6072  DYNAMIC HEIGHT  -        198.194 (meters)      650.24  (feet) COMP
 DO6072  MODELED GRAVITY -    980,725.5   (mgal)                       NAVD 88
 DO6072
 DO6072  VERT ORDER      -  SECOND    CLASS I
 DO6072
 DO6072.The horizontal coordinates were determined by differentially corrected
 DO6072.hand held GPS observations or other comparable positioning techniques
 DO6072.and have an estimated accuracy of +/- 3 meters.
 DO6072
 DO6072.The orthometric height was determined by differential leveling and
 DO6072.adjusted by the NATIONAL GEODETIC SURVEY
 DO6072.in February 2017.
 DO6072
 DO6072.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6072.GEOID18 height accuracy estimate available here.
 DO6072
 DO6072.Click photographs - Photos may exist for this station.
 DO6072
 DO6072.The dynamic height is computed by dividing the NAVD 88
 DO6072.geopotential number by the normal gravity value computed on the
 DO6072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6072.degrees latitude (g = 980.6199 gals.).
 DO6072
 DO6072.The modeled gravity was interpolated from observed gravity values.
 DO6072
 DO6072;                    North         East    Units  Estimated Accuracy
 DO6072;SPC WI N     -   169,050.1     446,768.7     MT  (+/- 3 meters HH1 GPS) 
 DO6072
 DO6072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7628769002(NAD 83)
 DO6072
 DO6072                          SUPERSEDED SURVEY CONTROL
 DO6072
 DO6072  NAVD 88 (07/25/13)  198.176  (m)          650.18   (f) SUPERSEDED  2 1
 DO6072
 DO6072.Superseded values are not recommended for survey control.
 DO6072
 DO6072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6072.See file dsdata.pdf to determine how the superseded data were derived.
 DO6072
 DO6072_MARKER: DD = SURVEY DISK
 DO6072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6072_STAMPING: 9B33 2010
 DO6072_MARK LOGO: WIDT
 DO6072_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6072_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6072+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DO6072
 DO6072  HISTORY     - Date     Condition        Report By
 DO6072  HISTORY     - 2010     MONUMENTED       WIDT
 DO6072  HISTORY     - 20120731 GOOD             WIDT
 DO6072
 DO6072                          STATION DESCRIPTION
 DO6072
 DO6072'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6072'THE STATION IS APPROXIMATELY 9.0 MI (14.5 KM) EAST OF OLIVER, 6.2 MI
 DO6072'(10.0 KM) SOUTHEAST OF DOWNTOWN SUPERIOR, AND 4.4 MI (7.1 KM)
 DO6072'NORTH-NORTHWEST OF SOUTH RANGE.
 DO6072'
 DO6072'THE STATION IS LOCATED AT THE JUNCTION U.S. HIGHWAY 53 WITH COUNTY
 DO6072'HIGHWAY E AND MOCCASIN MIKE ROAD TO THE EAST ABOUT 6.2 MI (10.0 KM)
 DO6072'SOUTHEAST OF SUPERIOR.
 DO6072'
 DO6072'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6072'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6072'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6072'INCH) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE
 DO6072'HIGHWAY PAVEMENT.  THE STATION IS 19.1 M (62.7 FT) WEST OF THE
 DO6072'CENTERLINE OF COUNTY HIGHWAY E, 17 M (55.8 FT) NORTH OF THE CENTERLINE
 DO6072'OF THIRD STREET, 32.0 M (105.0 FT) SOUTHEAST OF A POWER POLE
 DO6072'--78F36T--, 30.9 M (101.4 FT) WEST OF A LIGHT POLE BASE, AND 0.4 M
 DO6072'(1.3 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DO6072'
 DO6072'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6072'DEGREES ABOVE THE HORIZON.
 DO6072'
 DO6072'NOTE2-RIGHT-OF-WAY GRADING IN FALL 2012 (AFTER THE LEVELING
 DO6072'OBSERVATIONS WERE PERFORMED) RESULTED IN TWO PARALLEL SCARS ACROSS THE
 DO6072'FACE OF THE SURVEY DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6071 ***********************************************************************
 DO6071  DESIGNATION -  9C21
 DO6071  PID         -  DO6071
 DO6071  STATE/COUNTY-  WI/DOUGLAS
 DO6071  COUNTRY     -  US
 DO6071  USGS QUAD   -  PARKLAND (2018)
 DO6071
 DO6071                         *CURRENT SURVEY CONTROL
 DO6071  ______________________________________________________________________
 DO6071* NAD 83(1986) POSITION- 46 37 45.29   (N) 091 57 35.88   (W)   HD_HELD1
 DO6071* NAVD 88 ORTHO HEIGHT -   224.839 (meters)      737.66  (feet) ADJUSTED
 DO6071  ______________________________________________________________________
 DO6071  GEOID HEIGHT    -        -28.125 (meters)                     GEOID18
 DO6071  DYNAMIC HEIGHT  -        224.862 (meters)      737.73  (feet) COMP
 DO6071  MODELED GRAVITY -    980,713.5   (mgal)                       NAVD 88
 DO6071
 DO6071  VERT ORDER      -  SECOND    CLASS I
 DO6071
 DO6071.The horizontal coordinates were determined by differentially corrected
 DO6071.hand held GPS observations or other comparable positioning techniques
 DO6071.and have an estimated accuracy of +/- 3 meters.
 DO6071
 DO6071.The orthometric height was determined by differential leveling and
 DO6071.adjusted by the NATIONAL GEODETIC SURVEY
 DO6071.in February 2017.
 DO6071
 DO6071.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6071.GEOID18 height accuracy estimate available here.
 DO6071
 DO6071.Click photographs - Photos may exist for this station.
 DO6071
 DO6071.The dynamic height is computed by dividing the NAVD 88
 DO6071.geopotential number by the normal gravity value computed on the
 DO6071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6071.degrees latitude (g = 980.6199 gals.).
 DO6071
 DO6071.The modeled gravity was interpolated from observed gravity values.
 DO6071
 DO6071;                    North         East    Units  Estimated Accuracy
 DO6071;SPC WI N     -   164,413.9     449,923.3     MT  (+/- 3 meters HH1 GPS) 
 DO6071
 DO6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7961464490(NAD 83)
 DO6071
 DO6071                          SUPERSEDED SURVEY CONTROL
 DO6071
 DO6071  NAVD 88 (07/25/13)  224.841  (m)          737.67   (f) SUPERSEDED  2 1
 DO6071
 DO6071.Superseded values are not recommended for survey control.
 DO6071
 DO6071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6071.See file dsdata.pdf to determine how the superseded data were derived.
 DO6071
 DO6071_MARKER: DD = SURVEY DISK
 DO6071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6071_STAMPING: 9C21 2010
 DO6071_MARK LOGO: WIDT
 DO6071_PROJECTION: FLUSH
 DO6071_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6071+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 DO6071
 DO6071  HISTORY     - Date     Condition        Report By
 DO6071  HISTORY     - 2010     MONUMENTED       WIDT
 DO6071  HISTORY     - 20120801 GOOD             WIDT
 DO6071
 DO6071                          STATION DESCRIPTION
 DO6071
 DO6071'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6071'THE STATION IS LOCATED ABOUT 11.1 MI (17.9 KM) EAST-SOUTHEAST OF
 DO6071'OLIVER, 9.7 MI (15.6 KM) SOUTHEAST OF SUPERIOR, AND 1.8 MI (2.9 KM)
 DO6071'NORTHEAST OF SOUTH RANGE.
 DO6071'
 DO6071'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH STATE
 DO6071'HIGHWAY 13 APPROXIMATELY 8 MI (12.9 KM) SOUTHEAST OF THE CITY OF
 DO6071'SUPERIOR, GO SOUTHEAST ON U.S. HIGHWAY 53 FOR 1.6 MI (2.6 KM) TO THE
 DO6071'STATION ON THE LEFT, LOCATED IN THE MEDIAN.
 DO6071'
 DO6071'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6071'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6071'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6071'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6071'IS 22.6 M (74.1 FT) NORTHEAST OF THE CENTERLINE OF SOUTHBOUND U.S.
 DO6071'HIGHWAY 53, 21.6 M (70.9 FT) SOUTHWEST OF THE CENTERLINE OF NORTHBOUND
 DO6071'U.S. HIGHWAY 53, 66.4 M (217.8 FT) NORTH-NORTHEAST OF A WITNESS POST
 DO6071'FOR BURIED FIBER OPTIC CABLE, 46.6 M (152.9 FT) SOUTH OF A LARGE GREEN
 DO6071'--PORT WING / BAYFIELD-- EXIT SIGN, AND LOCATED IN THE CENTER OF A
 DO6071'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6071'
 DO6071'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6071'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6070 ***********************************************************************
 DO6070  DESIGNATION -  9C22
 DO6070  PID         -  DO6070
 DO6070  STATE/COUNTY-  WI/DOUGLAS
 DO6070  COUNTRY     -  US
 DO6070  USGS QUAD   -  SOUTH RANGE (2018)
 DO6070
 DO6070                         *CURRENT SURVEY CONTROL
 DO6070  ______________________________________________________________________
 DO6070* NAD 83(1986) POSITION- 46 36 43.42   (N) 091 55 48.59   (W)   HD_HELD1
 DO6070* NAVD 88 ORTHO HEIGHT -   241.289 (meters)      791.63  (feet) ADJUSTED
 DO6070  ______________________________________________________________________
 DO6070  GEOID HEIGHT    -        -28.044 (meters)                     GEOID18
 DO6070  DYNAMIC HEIGHT  -        241.314 (meters)      791.71  (feet) COMP
 DO6070  MODELED GRAVITY -    980,710.9   (mgal)                       NAVD 88
 DO6070
 DO6070  VERT ORDER      -  SECOND    CLASS I
 DO6070
 DO6070.The horizontal coordinates were determined by differentially corrected
 DO6070.hand held GPS observations or other comparable positioning techniques
 DO6070.and have an estimated accuracy of +/- 3 meters.
 DO6070
 DO6070.The orthometric height was determined by differential leveling and
 DO6070.adjusted by the NATIONAL GEODETIC SURVEY
 DO6070.in February 2017.
 DO6070
 DO6070.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6070.GEOID18 height accuracy estimate available here.
 DO6070
 DO6070.Click photographs - Photos may exist for this station.
 DO6070
 DO6070.The dynamic height is computed by dividing the NAVD 88
 DO6070.geopotential number by the normal gravity value computed on the
 DO6070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6070.degrees latitude (g = 980.6199 gals.).
 DO6070
 DO6070.The modeled gravity was interpolated from observed gravity values.
 DO6070
 DO6070;                    North         East    Units  Estimated Accuracy
 DO6070;SPC WI N     -   162,448.2     452,158.5     MT  (+/- 3 meters HH1 GPS) 
 DO6070
 DO6070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8192162611(NAD 83)
 DO6070
 DO6070                          SUPERSEDED SURVEY CONTROL
 DO6070
 DO6070  NAVD 88 (07/25/13)  241.287  (m)          791.62   (f) SUPERSEDED  2 1
 DO6070
 DO6070.Superseded values are not recommended for survey control.
 DO6070
 DO6070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6070.See file dsdata.pdf to determine how the superseded data were derived.
 DO6070
 DO6070_MARKER: DD = SURVEY DISK
 DO6070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6070_STAMPING: 9C22 2010
 DO6070_MARK LOGO: WIDT
 DO6070_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6070+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 DO6070
 DO6070  HISTORY     - Date     Condition        Report By
 DO6070  HISTORY     - 2010     MONUMENTED       WIDT
 DO6070  HISTORY     - 20120801 GOOD             WIDT
 DO6070
 DO6070                          STATION DESCRIPTION
 DO6070
 DO6070'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6070'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) SOUTHEAST OF SUPERIOR,
 DO6070'6.4 MI (10.3 KM) WEST-NORTHWEST OF POPLAR, AND 2.5 MI (4.1 KM) EAST OF
 DO6070'SOUTH RANGE.
 DO6070'
 DO6070'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH STATE
 DO6070'HIGHWAY 13 APPROXIMATELY 8 MI (12.9 KM) SOUTHEAST OF THE CITY OF
 DO6070'SUPERIOR, GO SOUTHEAST ON U.S. HIGHWAY 53 FOR 3.6 MI (5.8 KM) TO THE
 DO6070'STATION ON THE RIGHT.  THE STATION IS LOCATED NEARLY IN LINE WITH THE
 DO6070'EDGE OF ASPHALT OF THE HIGHWAY WEIGH STATION RE-ENTRY RAMP MESH POINT
 DO6070'WITH SOUTHBOUND U.S. HIGHWAY 53.
 DO6070'
 DO6070'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6070'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6070'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6070'INCH) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE
 DO6070'HIGHWAY PAVEMENT.  THE STATION IS 12.5 M (41.0 FT) SOUTHWEST OF THE
 DO6070'CENTERLINE OF SOUTHBOUND U.S. HIGHWAY 53, 34.1 M (111.9 FT) NORTHWEST
 DO6070'OF A METAL HIGHWAY REFLECTOR POST, 30.5 M (100.1 FT) WEST OF A
 DO6070'--HIGHWAY WEIGH STATION-- SIGN, 29.6 M (97.1 FT) SOUTHEAST OF A METAL
 DO6070'HIGHWAY REFLECTOR POST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6070'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6070'
 DO6070'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6070'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTHWEST OF
 DO6070'THE STATION EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6068 ***********************************************************************
 DO6068  DESIGNATION -  9C24
 DO6068  PID         -  DO6068
 DO6068  STATE/COUNTY-  WI/DOUGLAS
 DO6068  COUNTRY     -  US
 DO6068  USGS QUAD   -  LAKE NEBAGAMON (2018)
 DO6068
 DO6068                         *CURRENT SURVEY CONTROL
 DO6068  ______________________________________________________________________
 DO6068* NAD 83(1986) POSITION- 46 35 23.09   (N) 091 43 17.48   (W)   HD_HELD1
 DO6068* NAVD 88 ORTHO HEIGHT -   332.556 (meters)     1091.06  (feet) ADJUSTED
 DO6068  ______________________________________________________________________
 DO6068  GEOID HEIGHT    -        -28.249 (meters)                     GEOID18
 DO6068  DYNAMIC HEIGHT  -        332.591 (meters)     1091.18  (feet) COMP
 DO6068  MODELED GRAVITY -    980,709.8   (mgal)                       NAVD 88
 DO6068
 DO6068  VERT ORDER      -  SECOND    CLASS I
 DO6068
 DO6068.The horizontal coordinates were determined by differentially corrected
 DO6068.hand held GPS observations or other comparable positioning techniques
 DO6068.and have an estimated accuracy of +/- 3 meters.
 DO6068
 DO6068.The orthometric height was determined by differential leveling and
 DO6068.adjusted by the NATIONAL GEODETIC SURVEY
 DO6068.in February 2017.
 DO6068
 DO6068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6068.GEOID18 height accuracy estimate available here.
 DO6068
 DO6068.Click photographs - Photos may exist for this station.
 DO6068
 DO6068.The dynamic height is computed by dividing the NAVD 88
 DO6068.geopotential number by the normal gravity value computed on the
 DO6068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6068.degrees latitude (g = 980.6199 gals.).
 DO6068
 DO6068.The modeled gravity was interpolated from observed gravity values.
 DO6068
 DO6068;                    North         East    Units  Estimated Accuracy
 DO6068;SPC WI N     -   159,601.0     468,083.1     MT  (+/- 3 meters HH1 GPS) 
 DO6068
 DO6068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9793860369(NAD 83)
 DO6068
 DO6068                          SUPERSEDED SURVEY CONTROL
 DO6068
 DO6068  NAVD 88 (07/25/13)  332.564  (m)         1091.09   (f) SUPERSEDED  2 1
 DO6068
 DO6068.Superseded values are not recommended for survey control.
 DO6068
 DO6068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6068.See file dsdata.pdf to determine how the superseded data were derived.
 DO6068
 DO6068_MARKER: DD = SURVEY DISK
 DO6068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6068_STAMPING: 9C24 2010
 DO6068_MARK LOGO: WIDT
 DO6068_PROJECTION: PROJECTING 8 CENTIMETERS
 DO6068_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6068+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2012
 DO6068
 DO6068  HISTORY     - Date     Condition        Report By
 DO6068  HISTORY     - 2011     MONUMENTED       WIDT
 DO6068  HISTORY     - 20121003 GOOD             WIDT
 DO6068
 DO6068                          STATION DESCRIPTION
 DO6068
 DO6068'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6068'THE STATION IS LOCATED APPROXIMATELY 20.5 MI (33.0 KM) EAST-SOUTHEAST
 DO6068'OF SUPERIOR, 3.6 MI (5.8 KM) EAST OF POPLAR AND IN THE COMMUNITY OF
 DO6068'MAPLE.
 DO6068'
 DO6068'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT AT THE JUNCTION OF
 DO6068'U.S. HIGHWAY 2 WITH COUNTY HIGHWAY F WHICH IS IN THE COMMUNITY OF
 DO6068'MAPLE.
 DO6068'
 DO6068'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6068'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6068'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 8 CM (3
 DO6068'INCHES) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DO6068'PAVEMENT.  THE STATION IS 17.1 M (56.1 FT) NORTH OF THE CENTERLINE OF
 DO6068'U.S. HIGHWAY 2, 58.7 M (192.6 FT) WEST OF THE CENTERLINE OF COUNTY
 DO6068'HIGHWAY F, 46.9 M (153.9 FT) SOUTH OF A POWER POLE WITH TWO GUY WIRES,
 DO6068'25.8 M (84.6 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING
 DO6068'-DIAMOND DESIGN KITCHEN AND BATH-, 22.6 M (74.1 FT) EAST-NORTHEAST OF
 DO6068'A WOODEN POST FOR AN --ADOPT-A-HIGHWAY-- SIGN, AND LOCATED IN THE
 DO6068'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6068'
 DO6068'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6068'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6067 ***********************************************************************
 DO6067  DESIGNATION -  9C25
 DO6067  PID         -  DO6067
 DO6067  STATE/COUNTY-  WI/DOUGLAS
 DO6067  COUNTRY     -  US
 DO6067  USGS QUAD   -  LAKE NEBAGAMON (2018)
 DO6067
 DO6067                         *CURRENT SURVEY CONTROL
 DO6067  ______________________________________________________________________
 DO6067* NAD 83(1986) POSITION- 46 35 12.94   (N) 091 41 22.09   (W)   HD_HELD1
 DO6067* NAVD 88 ORTHO HEIGHT -   363.020 (meters)     1191.01  (feet) ADJUSTED
 DO6067  ______________________________________________________________________
 DO6067  GEOID HEIGHT    -        -28.332 (meters)                     GEOID18
 DO6067  DYNAMIC HEIGHT  -        363.057 (meters)     1191.13  (feet) COMP
 DO6067  MODELED GRAVITY -    980,705.2   (mgal)                       NAVD 88
 DO6067
 DO6067  VERT ORDER      -  SECOND    CLASS I
 DO6067
 DO6067.The horizontal coordinates were determined by differentially corrected
 DO6067.hand held GPS observations or other comparable positioning techniques
 DO6067.and have an estimated accuracy of +/- 3 meters.
 DO6067
 DO6067.The orthometric height was determined by differential leveling and
 DO6067.adjusted by the NATIONAL GEODETIC SURVEY
 DO6067.in February 2017.
 DO6067
 DO6067.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6067.GEOID18 height accuracy estimate available here.
 DO6067
 DO6067.Click photographs - Photos may exist for this station.
 DO6067
 DO6067.The dynamic height is computed by dividing the NAVD 88
 DO6067.geopotential number by the normal gravity value computed on the
 DO6067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6067.degrees latitude (g = 980.6199 gals.).
 DO6067
 DO6067.The modeled gravity was interpolated from observed gravity values.
 DO6067
 DO6067;                    North         East    Units  Estimated Accuracy
 DO6067;SPC WI N     -   159,234.9     470,532.2     MT  (+/- 3 meters HH1 GPS) 
 DO6067
 DO6067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0039860096(NAD 83)
 DO6067
 DO6067                          SUPERSEDED SURVEY CONTROL
 DO6067
 DO6067  NAVD 88 (07/25/13)  363.030  (m)         1191.04   (f) SUPERSEDED  2 1
 DO6067
 DO6067.Superseded values are not recommended for survey control.
 DO6067
 DO6067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6067.See file dsdata.pdf to determine how the superseded data were derived.
 DO6067
 DO6067_MARKER: DD = SURVEY DISK
 DO6067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6067_STAMPING: 9C25 2010
 DO6067_MARK LOGO: WIDT
 DO6067_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6067_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6067+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2012
 DO6067
 DO6067  HISTORY     - Date     Condition        Report By
 DO6067  HISTORY     - 2010     MONUMENTED       WIDT
 DO6067  HISTORY     - 20121003 GOOD             WIDT
 DO6067
 DO6067                          STATION DESCRIPTION
 DO6067
 DO6067'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6067'THE STATION IS LOCATED APPROXIMATELY 21.8 MI (35.1 KM) EAST-SOUTHEAST
 DO6067'OF SUPERIOR, 5.1 MI (8.2 KM) EAST OF POPLAR AND 1.5 MI (2.4 KM) EAST
 DO6067'OF MAPLE.
 DO6067'
 DO6067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DO6067'HIGHWAY F IN THE COMMUNITY OF MAPLE, GO EAST ON U.S. HIGHWAY 2 FOR 1.0
 DO6067'MI (1.6 KM) TO DUMP ROAD ON THE RIGHT.  CONTINUE SOUTHEAST ON U.S.
 DO6067'HIGHWAY 2 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DO6067'
 DO6067'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6067'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6067'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6067'INCH) ABOVE THE GROUND AND APPROXIMATELY 3.5 M (11.5 FT) ABOVE THE
 DO6067'HIGHWAY PAVEMENT.  THE STATION IS 27.7 M (90.9 FT) SOUTHWEST OF THE
 DO6067'CENTERLINE OF U.S. HIGHWAY 2, 52.2 M (171.3 FT) NORTH OF A GREEN
 DO6067'ELECTRICAL JUNCTION BOX, 40 M (131.2 FT) WEST OF THE CENTERLINE OF
 DO6067'SWANSON DRIVE, 21 M (68.9 FT) NORTH OF THE CENTER OF A PRIVATE
 DO6067'DRIVEWAY -4897 S-, AND 0.5 M (1.6 FT) NORTH OF A WHITE PLASTIC WITNESS
 DO6067'POST.
 DO6067'
 DO6067'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6067'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST EXTENDING TO 35
 DO6067'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6066 ***********************************************************************
 DO6066  DESIGNATION -  9C26
 DO6066  PID         -  DO6066
 DO6066  STATE/COUNTY-  WI/DOUGLAS
 DO6066  COUNTRY     -  US
 DO6066  USGS QUAD   -  BRULE (2018)
 DO6066
 DO6066                         *CURRENT SURVEY CONTROL
 DO6066  ______________________________________________________________________
 DO6066* NAD 83(1986) POSITION- 46 33 18.26   (N) 091 35 42.15   (W)   HD_HELD1
 DO6066* NAVD 88 ORTHO HEIGHT -   306.344 (meters)     1005.06  (feet) ADJUSTED
 DO6066  ______________________________________________________________________
 DO6066  GEOID HEIGHT    -        -28.580 (meters)                     GEOID18
 DO6066  DYNAMIC HEIGHT  -        306.372 (meters)     1005.16  (feet) COMP
 DO6066  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DO6066
 DO6066  VERT ORDER      -  SECOND    CLASS I
 DO6066
 DO6066.The horizontal coordinates were determined by differentially corrected
 DO6066.hand held GPS observations or other comparable positioning techniques
 DO6066.and have an estimated accuracy of +/- 3 meters.
 DO6066
 DO6066.The orthometric height was determined by differential leveling and
 DO6066.adjusted by the NATIONAL GEODETIC SURVEY
 DO6066.in February 2017.
 DO6066
 DO6066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6066.GEOID18 height accuracy estimate available here.
 DO6066
 DO6066.Click photographs - Photos may exist for this station.
 DO6066
 DO6066.The dynamic height is computed by dividing the NAVD 88
 DO6066.geopotential number by the normal gravity value computed on the
 DO6066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6066.degrees latitude (g = 980.6199 gals.).
 DO6066
 DO6066.The modeled gravity was interpolated from observed gravity values.
 DO6066
 DO6066;                    North         East    Units  Estimated Accuracy
 DO6066;SPC WI N     -   155,544.9     477,696.3     MT  (+/- 3 meters HH1 GPS) 
 DO6066
 DO6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0769556681(NAD 83)
 DO6066
 DO6066                          SUPERSEDED SURVEY CONTROL
 DO6066
 DO6066  NAVD 88 (07/25/13)  306.362  (m)         1005.12   (f) SUPERSEDED  2 1
 DO6066
 DO6066.Superseded values are not recommended for survey control.
 DO6066
 DO6066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6066.See file dsdata.pdf to determine how the superseded data were derived.
 DO6066
 DO6066_MARKER: DD = SURVEY DISK
 DO6066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6066_STAMPING: 9C26 2010
 DO6066_MARK LOGO: WIDT
 DO6066_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6066+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2012
 DO6066
 DO6066  HISTORY     - Date     Condition        Report By
 DO6066  HISTORY     - 2010     MONUMENTED       WIDT
 DO6066  HISTORY     - 20121008 GOOD             WIDT
 DO6066
 DO6066                          STATION DESCRIPTION
 DO6066
 DO6066'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6066'THE STATION IS 9.7 MI (15.6 KM) EAST-SOUTHEAST OF POPLAR, 5.5 MI (8.8
 DO6066'KM) NORTHEAST OF LAKE NEBAGAMON, AND ABOUT 1 MI (1.6 KM) WEST OF
 DO6066'BRULE.
 DO6066'
 DO6066'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DO6066'HIGHWAY H LOCATED IN THE TOWN OF BRULE, GO WEST ON U.S. HIGHWAY 2 FOR
 DO6066'0.95 MI (1.5 KM) TO AFTER HOURS ROAD ON THE LEFT AND THE STATION ON
 DO6066'THE LEFT.
 DO6066'
 DO6066'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6066'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6066'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO6066'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1.5 M (4.9 FT) ABOVE THE
 DO6066'HIGHWAY PAVEMENT.  THE STATION IS 31.2 M (102.4 FT) SOUTHWEST OF THE
 DO6066'CENTERLINE OF U.S. HIGHWAY 2, 24 M (78.7 FT) NORTHWEST OF THE
 DO6066'CENTERLINE OF AFTER HOURS ROAD, 61 M (200.1 FT) SOUTHEAST OF THE
 DO6066'EXTENDED CENTER OF LAMBERT ROAD, 43.3 M (142.1 FT) NORTH OF A
 DO6066'TELEPHONE JUNCTION BOX --BRD 13--, AND LOCATED IN THE CENTER OF A
 DO6066'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6066'
 DO6066'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6066'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6065 ***********************************************************************
 DO6065  DESIGNATION -  9C27
 DO6065  PID         -  DO6065
 DO6065  STATE/COUNTY-  WI/DOUGLAS
 DO6065  COUNTRY     -  US
 DO6065  USGS QUAD   -  BRULE (2018)
 DO6065
 DO6065                         *CURRENT SURVEY CONTROL
 DO6065  ______________________________________________________________________
 DO6065* NAD 83(1986) POSITION- 46 33 05.67   (N) 091 34 28.58   (W)   HD_HELD1
 DO6065* NAVD 88 ORTHO HEIGHT -   303.731 (meters)      996.49  (feet) ADJUSTED
 DO6065  ______________________________________________________________________
 DO6065  GEOID HEIGHT    -        -28.665 (meters)                     GEOID18
 DO6065  DYNAMIC HEIGHT  -        303.757 (meters)      996.58  (feet) COMP
 DO6065  MODELED GRAVITY -    980,691.0   (mgal)                       NAVD 88
 DO6065
 DO6065  VERT ORDER      -  SECOND    CLASS I
 DO6065
 DO6065.The horizontal coordinates were determined by differentially corrected
 DO6065.hand held GPS observations or other comparable positioning techniques
 DO6065.and have an estimated accuracy of +/- 3 meters.
 DO6065
 DO6065.The orthometric height was determined by differential leveling and
 DO6065.adjusted by the NATIONAL GEODETIC SURVEY
 DO6065.in February 2017.
 DO6065
 DO6065.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6065.GEOID18 height accuracy estimate available here.
 DO6065
 DO6065.Click photographs - Photos may exist for this station.
 DO6065
 DO6065.The dynamic height is computed by dividing the NAVD 88
 DO6065.geopotential number by the normal gravity value computed on the
 DO6065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6065.degrees latitude (g = 980.6199 gals.).
 DO6065
 DO6065.The modeled gravity was interpolated from observed gravity values.
 DO6065
 DO6065;                    North         East    Units  Estimated Accuracy
 DO6065;SPC WI N     -   155,125.0     479,255.3     MT  (+/- 3 meters HH1 GPS) 
 DO6065
 DO6065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0926956321(NAD 83)
 DO6065
 DO6065                          SUPERSEDED SURVEY CONTROL
 DO6065
 DO6065  NAVD 88 (07/25/13)  303.750  (m)          996.55   (f) SUPERSEDED  2 1
 DO6065
 DO6065.Superseded values are not recommended for survey control.
 DO6065
 DO6065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6065.See file dsdata.pdf to determine how the superseded data were derived.
 DO6065
 DO6065_MARKER: DD = SURVEY DISK
 DO6065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6065_STAMPING: 9C27 2010
 DO6065_MARK LOGO: WIDT
 DO6065_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6065_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6065+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2012
 DO6065
 DO6065  HISTORY     - Date     Condition        Report By
 DO6065  HISTORY     - 2010     MONUMENTED       WIDT
 DO6065  HISTORY     - 20121008 GOOD             WIDT
 DO6065
 DO6065                          STATION DESCRIPTION
 DO6065
 DO6065'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6065'THE STATION IS LOCATED IN THE TOWN OF BRULE, ABOUT 10.6 MI (17.1 KM)
 DO6065'EAST OF POPLAR AND 6.1 MI (9.8 KM) NORTHEAST OF LAKE NEBAGAMON.
 DO6065'
 DO6065'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH STATE
 DO6065'HIGHWAY 27 SOUTH AND LAKE STREET TO THE NORTH LOCATED IN THE TOWN OF
 DO6065'BRULE, GO NORTH ON LAKE STREET FOR 0.05 MI (0.1 KM) TO FIRST AVENUE
 DO6065'AND THE STATION ON THE LEFT.
 DO6065'
 DO6065'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6065'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6065'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO6065'INCHES) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE ROAD
 DO6065'PAVEMENT.  THE STATION IS 12.7 M (41.7 FT) WEST OF THE CENTERLINE OF
 DO6065'LAKE STREET, 39 M (128.0 FT) SOUTH OF THE CENTERLINE OF FIRST AVENUE,
 DO6065'19.3 M (63.3 FT) NORTHEAST OF THE NORTHERNMOST WOODEN POST FOR A
 DO6065'-BRULE- SIGN, 13 M (42.7 FT) NORTH OF THE CENTER OF A GRAVEL
 DO6065'RECREATIONAL TRAIL, AND 0.5 M (1.6 FT) EAST OF A WHITE PLASTIC WITNESS
 DO6065'POST.
 DO6065'
 DO6065'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6065'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST EXTENDING
 DO6065'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6188 ***********************************************************************
 DO6188  DESIGNATION -  9C34
 DO6188  PID         -  DO6188
 DO6188  STATE/COUNTY-  WI/DOUGLAS
 DO6188  COUNTRY     -  US
 DO6188  USGS QUAD   -  PARKLAND (2018)
 DO6188
 DO6188                         *CURRENT SURVEY CONTROL
 DO6188  ______________________________________________________________________
 DO6188* NAD 83(1986) POSITION- 46 38 52.34   (N) 091 56 43.43   (W)   HD_HELD1
 DO6188* NAVD 88 ORTHO HEIGHT -   216.730 (meters)      711.06  (feet) ADJUSTED
 DO6188  ______________________________________________________________________
 DO6188  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 DO6188  DYNAMIC HEIGHT  -        216.753 (meters)      711.13  (feet) COMP
 DO6188  MODELED GRAVITY -    980,715.6   (mgal)                       NAVD 88
 DO6188
 DO6188  VERT ORDER      -  SECOND    CLASS I
 DO6188
 DO6188.The horizontal coordinates were determined by differentially corrected
 DO6188.hand held GPS observations or other comparable positioning techniques
 DO6188.and have an estimated accuracy of +/- 3 meters.
 DO6188
 DO6188.The orthometric height was determined by differential leveling and
 DO6188.adjusted by the NATIONAL GEODETIC SURVEY
 DO6188.in February 2017.
 DO6188
 DO6188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6188.GEOID18 height accuracy estimate available here.
 DO6188
 DO6188.Click photographs - Photos may exist for this station.
 DO6188
 DO6188.The dynamic height is computed by dividing the NAVD 88
 DO6188.geopotential number by the normal gravity value computed on the
 DO6188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6188.degrees latitude (g = 980.6199 gals.).
 DO6188
 DO6188.The modeled gravity was interpolated from observed gravity values.
 DO6188
 DO6188;                    North         East    Units  Estimated Accuracy
 DO6188;SPC WI N     -   166,456.2     451,089.4     MT  (+/- 3 meters HH1 GPS) 
 DO6188
 DO6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8070166574(NAD 83)
 DO6188
 DO6188                          SUPERSEDED SURVEY CONTROL
 DO6188
 DO6188  NAVD 88 (07/25/13)  216.735  (m)          711.07   (f) SUPERSEDED  2 1
 DO6188
 DO6188.Superseded values are not recommended for survey control.
 DO6188
 DO6188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6188.See file dsdata.pdf to determine how the superseded data were derived.
 DO6188
 DO6188_MARKER: DD = SURVEY DISK
 DO6188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6188_STAMPING: 9C34 2010
 DO6188_MARK LOGO: WIDT
 DO6188_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6188+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2012
 DO6188
 DO6188  HISTORY     - Date     Condition        Report By
 DO6188  HISTORY     - 2010     MONUMENTED       WIDT
 DO6188  HISTORY     - 20120720 GOOD             WIDT
 DO6188
 DO6188                          STATION DESCRIPTION
 DO6188
 DO6188'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6188'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHEAST OF DOWNTOWN
 DO6188'SUPERIOR, 8.2 MI (13.2 KM) NORTHWEST OF POPLAR, AND 3.3 MI (5.3 KM)
 DO6188'NORTH-NORTHEAST OF SOUTH RANGE.
 DO6188'
 DO6188'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6188'HIGHWAY U LOCATED APPROXIMATELY 7 MI (11.3 KM) NORTHWEST OF THE
 DO6188'VILLAGE OF POPLAR, GO WEST ON STATE HIGHWAY 13 FOR 1.25 MI (2.0 KM) TO
 DO6188'THE STATION ON THE RIGHT.
 DO6188'
 DO6188'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6188'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6188'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6188'INCH) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DO6188'PAVEMENT.  THE STATION IS 16.4 M (53.8 FT) NORTH OF THE CENTERLINE OF
 DO6188'STATE HIGHWAY 13, 44.2 M (145.0 FT) EAST OF A POWER POLE --ECE
 DO6188'145150--, 33.3 M (109.3 FT) EAST-SOUTHEAST OF A 4X4 YELLOW
 DO6188'RIGHT-OF-WAY POST, 32.9 M (107.9 FT) WEST-SOUTHWEST OF A 4X4 YELLOW
 DO6188'RIGHT-OF-WAY POST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6188'THREE WHITE PLASTIC WITNESS POSTS.
 DO6188'
 DO6188'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH OF THE STATION
 DO6188'EXTENDING HIGHER THAN 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6187 ***********************************************************************
 DO6187  DESIGNATION -  9C35
 DO6187  PID         -  DO6187
 DO6187  STATE/COUNTY-  WI/DOUGLAS
 DO6187  COUNTRY     -  US
 DO6187  USGS QUAD   -  PARKLAND (2018)
 DO6187
 DO6187                         *CURRENT SURVEY CONTROL
 DO6187  ______________________________________________________________________
 DO6187* NAD 83(1986) POSITION- 46 39 04.13   (N) 091 54 17.46   (W)   HD_HELD1
 DO6187* NAVD 88 ORTHO HEIGHT -   220.260 (meters)      722.64  (feet) ADJUSTED
 DO6187  ______________________________________________________________________
 DO6187  GEOID HEIGHT    -        -28.267 (meters)                     GEOID18
 DO6187  DYNAMIC HEIGHT  -        220.283 (meters)      722.71  (feet) COMP
 DO6187  MODELED GRAVITY -    980,714.4   (mgal)                       NAVD 88
 DO6187
 DO6187  VERT ORDER      -  SECOND    CLASS I
 DO6187
 DO6187.The horizontal coordinates were determined by differentially corrected
 DO6187.hand held GPS observations or other comparable positioning techniques
 DO6187.and have an estimated accuracy of +/- 3 meters.
 DO6187
 DO6187.The orthometric height was determined by differential leveling and
 DO6187.adjusted by the NATIONAL GEODETIC SURVEY
 DO6187.in February 2017.
 DO6187
 DO6187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6187.GEOID18 height accuracy estimate available here.
 DO6187
 DO6187.Click photographs - Photos may exist for this station.
 DO6187
 DO6187.The dynamic height is computed by dividing the NAVD 88
 DO6187.geopotential number by the normal gravity value computed on the
 DO6187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6187.degrees latitude (g = 980.6199 gals.).
 DO6187
 DO6187.The modeled gravity was interpolated from observed gravity values.
 DO6187
 DO6187;                    North         East    Units  Estimated Accuracy
 DO6187;SPC WI N     -   166,745.0     454,201.2     MT  (+/- 3 meters HH1 GPS) 
 DO6187
 DO6187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8379966980(NAD 83)
 DO6187
 DO6187                          SUPERSEDED SURVEY CONTROL
 DO6187
 DO6187  NAVD 88 (07/25/13)  220.265  (m)          722.65   (f) SUPERSEDED  2 1
 DO6187
 DO6187.Superseded values are not recommended for survey control.
 DO6187
 DO6187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6187.See file dsdata.pdf to determine how the superseded data were derived.
 DO6187
 DO6187_MARKER: DD = SURVEY DISK
 DO6187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6187_STAMPING: 9C35 2010
 DO6187_MARK LOGO: WIDT
 DO6187_PROJECTION: FLUSH
 DO6187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6187+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2012
 DO6187
 DO6187  HISTORY     - Date     Condition        Report By
 DO6187  HISTORY     - 2010     MONUMENTED       WIDT
 DO6187  HISTORY     - 20120720 GOOD             WIDT
 DO6187
 DO6187                          STATION DESCRIPTION
 DO6187
 DO6187'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6187'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) SOUTHEAST OF DOWNTOWN
 DO6187'SUPERIOR, 6.9 MI (11.1 KM) NORTHWEST OF POPLAR, AND 4.8 MI (7.7 KM)
 DO6187'NORTHEAST OF SOUTH RANGE.
 DO6187'
 DO6187'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6187'HIGHWAY U LOCATED APPROXIMATELY 7 MI (11.3 KM) NORTHWEST OF THE
 DO6187'VILLAGE OF POPLAR, GO EAST THEN NORTHEAST ON STATE HIGHWAY 13 FOR 0.7
 DO6187'MI (1.1 KM) TO RIVER ROAD ON THE RIGHT.  CONTINUE NORTHEAST ON STATE
 DO6187'HIGHWAY 13 FOR 0.05 MI (0.1 KM) TO THE STATION ON THE LEFT.
 DO6187'
 DO6187'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6187'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6187'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6187'GROUND AND APPROXIMATELY 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DO6187'STATION IS 23.2 M (76.1 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DO6187'HIGHWAY 13, 74.2 M (243.4 FT) NORTHEAST OF A -HISTORICAL MARKER- SIGN,
 DO6187'68.3 M (224.1 FT) SOUTHWEST OF A POWER POLE --ECE 144326--, 17 M (55.8
 DO6187'FT) SOUTHWEST OF THE EXTENDED CENTER OF A PRIVATE DRIVE -7674 E-, AND
 DO6187'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6187'WITNESS POSTS.
 DO6187'
 DO6187'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6187'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6186 ***********************************************************************
 DO6186  DESIGNATION -  9C36
 DO6186  PID         -  DO6186
 DO6186  STATE/COUNTY-  WI/DOUGLAS
 DO6186  COUNTRY     -  US
 DO6186  USGS QUAD   -  POPLAR NE (2018)
 DO6186
 DO6186                         *CURRENT SURVEY CONTROL
 DO6186  ______________________________________________________________________
 DO6186* NAD 83(1986) POSITION- 46 38 58.37   (N) 091 52 23.82   (W)   HD_HELD1
 DO6186* NAVD 88 ORTHO HEIGHT -   221.142 (meters)      725.53  (feet) ADJUSTED
 DO6186  ______________________________________________________________________
 DO6186  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 DO6186  DYNAMIC HEIGHT  -        221.166 (meters)      725.61  (feet) COMP
 DO6186  MODELED GRAVITY -    980,715.2   (mgal)                       NAVD 88
 DO6186
 DO6186  VERT ORDER      -  SECOND    CLASS I
 DO6186
 DO6186.The horizontal coordinates were determined by differentially corrected
 DO6186.hand held GPS observations or other comparable positioning techniques
 DO6186.and have an estimated accuracy of +/- 3 meters.
 DO6186
 DO6186.The orthometric height was determined by differential leveling and
 DO6186.adjusted by the NATIONAL GEODETIC SURVEY
 DO6186.in February 2017.
 DO6186
 DO6186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6186.GEOID18 height accuracy estimate available here.
 DO6186
 DO6186.Click photographs - Photos may exist for this station.
 DO6186
 DO6186.The dynamic height is computed by dividing the NAVD 88
 DO6186.geopotential number by the normal gravity value computed on the
 DO6186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6186.degrees latitude (g = 980.6199 gals.).
 DO6186
 DO6186.The modeled gravity was interpolated from observed gravity values.
 DO6186
 DO6186;                    North         East    Units  Estimated Accuracy
 DO6186;SPC WI N     -   166,509.7     456,612.7     MT  (+/- 3 meters HH1 GPS) 
 DO6186
 DO6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8621766837(NAD 83)
 DO6186
 DO6186                          SUPERSEDED SURVEY CONTROL
 DO6186
 DO6186  NAVD 88 (07/25/13)  221.148  (m)          725.55   (f) SUPERSEDED  2 1
 DO6186
 DO6186.Superseded values are not recommended for survey control.
 DO6186
 DO6186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6186.See file dsdata.pdf to determine how the superseded data were derived.
 DO6186
 DO6186_MARKER: DD = SURVEY DISK
 DO6186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6186_STAMPING: 9C36 2010
 DO6186_MARK LOGO: WIDT
 DO6186_PROJECTION: PROJECTING 14 CENTIMETERS
 DO6186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6186+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2012
 DO6186
 DO6186  HISTORY     - Date     Condition        Report By
 DO6186  HISTORY     - 2011     MONUMENTED       WIDT
 DO6186  HISTORY     - 20120720 GOOD             WIDT
 DO6186
 DO6186                          STATION DESCRIPTION
 DO6186
 DO6186'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6186'THE STATION IS LOCATED ABOUT 12.1 MI (19.5 KM) SOUTHEAST OF DOWNTOWN
 DO6186'SUPERIOR, 6.0 MI (9.7 KM) EAST-NORTHEAST OF SOUTH RANGE, AND 5.7 MI
 DO6186'(9.2 KM) NORTHWEST OF POPLAR.
 DO6186'
 DO6186'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6186'HIGHWAY U LOCATED APPROXIMATELY 7 MI (11.3 KM) NORTHWEST OF THE
 DO6186'VILLAGE OF POPLAR, GO EAST ON STATE HIGHWAY 13 FOR 1.65 MI (2.7 KM) TO
 DO6186'SOUTH METERAUD ROAD.  CONTINUE SOUTHEAST ON STATE HIGHWAY 13 FOR 0.8
 DO6186'MI (1.3 KM) TO THE STATION ON THE LEFT.
 DO6186'
 DO6186'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6186'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6186'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 14 CM (6
 DO6186'INCHES) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DO6186'PAVEMENT.  THE STATION IS 14.9 M (48.9 FT) NORTHEAST OF THE CENTERLINE
 DO6186'OF STATE HIGHWAY 13, 93 M (305.1 FT) NORTHWEST OF THE EXTENDED
 DO6186'CENTERLINE OF OLD HIGHWAY 13, 91 M (298.6 FT) SOUTHEAST OF THE CENTER
 DO6186'OF A PRIVATE DRIVE -8281 E-, 81.9 M (268.7 FT) WEST-NORTHWEST OF A
 DO6186'TELEPHONE JUNCTION BOX --CPAN 1285 01--, AND LOCATED IN THE CENTER OF
 DO6186'A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6186'
 DO6186'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6186'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6185 ***********************************************************************
 DO6185  DESIGNATION -  9C37
 DO6185  PID         -  DO6185
 DO6185  STATE/COUNTY-  WI/DOUGLAS
 DO6185  COUNTRY     -  US
 DO6185  USGS QUAD   -  POPLAR NE (2018)
 DO6185
 DO6185                         *CURRENT SURVEY CONTROL
 DO6185  ______________________________________________________________________
 DO6185* NAD 83(1986) POSITION- 46 38 52.01   (N) 091 49 57.57   (W)   HD_HELD1
 DO6185* NAVD 88 ORTHO HEIGHT -   233.846 (meters)      767.21  (feet) ADJUSTED
 DO6185  ______________________________________________________________________
 DO6185  GEOID HEIGHT    -        -28.352 (meters)                     GEOID18
 DO6185  DYNAMIC HEIGHT  -        233.871 (meters)      767.29  (feet) COMP
 DO6185  MODELED GRAVITY -    980,714.9   (mgal)                       NAVD 88
 DO6185
 DO6185  VERT ORDER      -  SECOND    CLASS I
 DO6185
 DO6185.The horizontal coordinates were determined by differentially corrected
 DO6185.hand held GPS observations or other comparable positioning techniques
 DO6185.and have an estimated accuracy of +/- 3 meters.
 DO6185
 DO6185.The orthometric height was determined by differential leveling and
 DO6185.adjusted by the NATIONAL GEODETIC SURVEY
 DO6185.in February 2017.
 DO6185
 DO6185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6185.GEOID18 height accuracy estimate available here.
 DO6185
 DO6185.Click photographs - Photos may exist for this station.
 DO6185
 DO6185.The dynamic height is computed by dividing the NAVD 88
 DO6185.geopotential number by the normal gravity value computed on the
 DO6185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6185.degrees latitude (g = 980.6199 gals.).
 DO6185
 DO6185.The modeled gravity was interpolated from observed gravity values.
 DO6185
 DO6185;                    North         East    Units  Estimated Accuracy
 DO6185;SPC WI N     -   166,240.8     459,717.2     MT  (+/- 3 meters HH1 GPS) 
 DO6185
 DO6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8932966686(NAD 83)
 DO6185
 DO6185                          SUPERSEDED SURVEY CONTROL
 DO6185
 DO6185  NAVD 88 (07/25/13)  233.853  (m)          767.23   (f) SUPERSEDED  2 1
 DO6185
 DO6185.Superseded values are not recommended for survey control.
 DO6185
 DO6185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6185.See file dsdata.pdf to determine how the superseded data were derived.
 DO6185
 DO6185_MARKER: DD = SURVEY DISK
 DO6185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6185_STAMPING: 9C37 2010
 DO6185_MARK LOGO: WIDT
 DO6185_PROJECTION: PROJECTING 10 CENTIMETERS
 DO6185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6185+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2012
 DO6185
 DO6185  HISTORY     - Date     Condition        Report By
 DO6185  HISTORY     - 2011     MONUMENTED       WIDT
 DO6185  HISTORY     - 20120720 GOOD             WIDT
 DO6185
 DO6185                          STATION DESCRIPTION
 DO6185
 DO6185'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6185'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF DOWNTOWN
 DO6185'SUPERIOR, 7.7 MI (12.4 KM) EAST-NORTHEAST OF SOUTH RANGE, AND 4.7 MI
 DO6185'(7.6 KM) NORTH-NORTHWEST OF POPLAR.
 DO6185'
 DO6185'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6185'HIGHWAY D LOCATED APPROXIMATELY 4 MI (6.4 KM) NORTH OF THE VILLAGE OF
 DO6185'POPLAR, GO WEST ON STATE HIGHWAY 13 FOR 1.2 MI (1.9 KM) TO WENTWORTH
 DO6185'ROAD ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 13 FOR 0.4 MI (0.6
 DO6185'KM) TO THE STATION ON THE LEFT.
 DO6185'
 DO6185'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6185'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6185'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 10 CM (4
 DO6185'INCHES) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DO6185'PAVEMENT.  THE STATION IS 14.9 M (48.9 FT) SOUTH OF THE CENTERLINE OF
 DO6185'STATE HIGHWAY 13, 23.6 M (77.4 FT) SOUTH-SOUTHWEST OF A -NO PASSING
 DO6185'ZONE- SIGN, 17 M (55.8 FT) WEST OF THE EXTENDED CENTER OF A PRIVATE
 DO6185'DRIVE -9061 E AND 9063 E-, 6 M (19.7 FT) WEST OF THE CENTER OF AN
 DO6185'AGRICULTURAL FIELD ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6185'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6185'
 DO6185'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6185'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6183 ***********************************************************************
 DO6183  DESIGNATION -  9C38
 DO6183  PID         -  DO6183
 DO6183  STATE/COUNTY-  WI/DOUGLAS
 DO6183  COUNTRY     -  US
 DO6183  USGS QUAD   -  POPLAR NE (2018)
 DO6183
 DO6183                         *CURRENT SURVEY CONTROL
 DO6183  ______________________________________________________________________
 DO6183* NAD 83(1986) POSITION- 46 38 52.07   (N) 091 46 06.75   (W)   HD_HELD1
 DO6183* NAVD 88 ORTHO HEIGHT -   243.600 (meters)      799.21  (feet) ADJUSTED
 DO6183  ______________________________________________________________________
 DO6183  GEOID HEIGHT    -        -28.485 (meters)                     GEOID18
 DO6183  DYNAMIC HEIGHT  -        243.625 (meters)      799.29  (feet) COMP
 DO6183  MODELED GRAVITY -    980,711.8   (mgal)                       NAVD 88
 DO6183
 DO6183  VERT ORDER      -  SECOND    CLASS I
 DO6183
 DO6183.The horizontal coordinates were determined by differentially corrected
 DO6183.hand held GPS observations or other comparable positioning techniques
 DO6183.and have an estimated accuracy of +/- 3 meters.
 DO6183
 DO6183.The orthometric height was determined by differential leveling and
 DO6183.adjusted by the NATIONAL GEODETIC SURVEY
 DO6183.in February 2017.
 DO6183
 DO6183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6183.GEOID18 height accuracy estimate available here.
 DO6183
 DO6183.Click photographs - Photos may exist for this station.
 DO6183
 DO6183.The dynamic height is computed by dividing the NAVD 88
 DO6183.geopotential number by the normal gravity value computed on the
 DO6183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6183.degrees latitude (g = 980.6199 gals.).
 DO6183
 DO6183.The modeled gravity was interpolated from observed gravity values.
 DO6183
 DO6183;                    North         East    Units  Estimated Accuracy
 DO6183;SPC WI N     -   166,131.4     464,624.3     MT  (+/- 3 meters HH1 GPS) 
 DO6183
 DO6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9423566762(NAD 83)
 DO6183
 DO6183                          SUPERSEDED SURVEY CONTROL
 DO6183
 DO6183  NAVD 88 (07/25/13)  243.608  (m)          799.24   (f) SUPERSEDED  2 1
 DO6183
 DO6183.Superseded values are not recommended for survey control.
 DO6183
 DO6183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6183.See file dsdata.pdf to determine how the superseded data were derived.
 DO6183
 DO6183_MARKER: DD = SURVEY DISK
 DO6183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6183_STAMPING: 9C38 2010
 DO6183_MARK LOGO: WIDT
 DO6183_PROJECTION: PROJECTING 10 CENTIMETERS
 DO6183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6183+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DO6183
 DO6183  HISTORY     - Date     Condition        Report By
 DO6183  HISTORY     - 2011     MONUMENTED       WIDT
 DO6183  HISTORY     - 20120719 GOOD             WIDT
 DO6183
 DO6183                          STATION DESCRIPTION
 DO6183
 DO6183'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6183'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF LAKE
 DO6183'NEBAGAMON, 4.6 MI (7.4 KM) NORTH-NORTHEAST OF POPLAR AND 4.5 MI (7.2
 DO6183'KM) NORTH-NORTHWEST OF MAPLE.
 DO6183'
 DO6183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6183'HIGHWAY P LOCATED APPROXIMATELY 4 MI (6.4 KM) NORTH OF THE VILLAGE OF
 DO6183'POPLAR, GO EAST ON STATE HIGHWAY 13 FOR 0.7 MI (1.1 KM) TO THE STATION
 DO6183'ON THE RIGHT.
 DO6183'
 DO6183'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6183'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6183'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 10 CM (4
 DO6183'INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DO6183'THE HIGHWAY PAVEMENT.  THE STATION IS 20.4 M (66.9 FT) SOUTH OF THE
 DO6183'CENTERLINE OF STATE HIGHWAY 13, 55 M (180.4 FT) WEST OF THE CENTER OF
 DO6183'A PRIVATE DRIVE -10312 E-, 42.7 M (140.1 FT) SOUTH-SOUTHWEST OF A
 DO6183'POWER POLE WITH A SINGLE GUY WIRE TO THE NORTH, 12.5 M (41.0 FT) WEST
 DO6183'OF A TELEPHONE JUNCTION BOX --LKSD 1490 65--, AND LOCATED IN THE
 DO6183'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6183'
 DO6183'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6183'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6182 ***********************************************************************
 DO6182  DESIGNATION -  9C39
 DO6182  PID         -  DO6182
 DO6182  STATE/COUNTY-  WI/DOUGLAS
 DO6182  COUNTRY     -  US
 DO6182  USGS QUAD   -  CLOVERLAND (2018)
 DO6182
 DO6182                         *CURRENT SURVEY CONTROL
 DO6182  ______________________________________________________________________
 DO6182* NAD 83(1986) POSITION- 46 38 52.16   (N) 091 44 22.11   (W)   HD_HELD1
 DO6182* NAVD 88 ORTHO HEIGHT -   248.446 (meters)      815.11  (feet) ADJUSTED
 DO6182  ______________________________________________________________________
 DO6182  GEOID HEIGHT    -        -28.561 (meters)                     GEOID18
 DO6182  DYNAMIC HEIGHT  -        248.471 (meters)      815.19  (feet) COMP
 DO6182  MODELED GRAVITY -    980,709.8   (mgal)                       NAVD 88
 DO6182
 DO6182  VERT ORDER      -  SECOND    CLASS I
 DO6182
 DO6182.The horizontal coordinates were determined by differentially corrected
 DO6182.hand held GPS observations or other comparable positioning techniques
 DO6182.and have an estimated accuracy of +/- 3 meters.
 DO6182
 DO6182.The orthometric height was determined by differential leveling and
 DO6182.adjusted by the NATIONAL GEODETIC SURVEY
 DO6182.in February 2017.
 DO6182
 DO6182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6182.GEOID18 height accuracy estimate available here.
 DO6182
 DO6182.Click photographs - Photos may exist for this station.
 DO6182
 DO6182.The dynamic height is computed by dividing the NAVD 88
 DO6182.geopotential number by the normal gravity value computed on the
 DO6182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6182.degrees latitude (g = 980.6199 gals.).
 DO6182
 DO6182.The modeled gravity was interpolated from observed gravity values.
 DO6182
 DO6182;                    North         East    Units  Estimated Accuracy
 DO6182;SPC WI N     -   166,085.0     466,849.0     MT  (+/- 3 meters HH1 GPS) 
 DO6182
 DO6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9645966800(NAD 83)
 DO6182
 DO6182                          SUPERSEDED SURVEY CONTROL
 DO6182
 DO6182  NAVD 88 (07/25/13)  248.454  (m)          815.14   (f) SUPERSEDED  2 1
 DO6182
 DO6182.Superseded values are not recommended for survey control.
 DO6182
 DO6182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6182.See file dsdata.pdf to determine how the superseded data were derived.
 DO6182
 DO6182_MARKER: DD = SURVEY DISK
 DO6182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6182_STAMPING: 9C39 2010
 DO6182_MARK LOGO: WIDT
 DO6182_PROJECTION: PROJECTING 10 CENTIMETERS
 DO6182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6182+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO6182
 DO6182  HISTORY     - Date     Condition        Report By
 DO6182  HISTORY     - 2011     MONUMENTED       WIDT
 DO6182  HISTORY     - 20120718 GOOD             WIDT
 DO6182
 DO6182                          STATION DESCRIPTION
 DO6182
 DO6182'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6182'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTH OF LAKE NEBAGAMON,
 DO6182'5.2 MI (8.4 KM) NORTH-NORTHEAST OF POPLAR AND 4.0 MI (6.4 KM)
 DO6182'NORTH-NORTHWEST OF MAPLE.
 DO6182'
 DO6182'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6182'HIGHWAY F LOCATED APPROXIMATELY 6 MI (9.7 KM) NORTHEAST OF THE VILLAGE
 DO6182'OF POPLAR, GO WEST ON STATE HIGHWAY 13 FOR 0.85 MI (1.4 KM) TO CARVALA
 DO6182'ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DO6182'
 DO6182'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6182'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6182'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 10 CM (4
 DO6182'INCHES) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE STATE
 DO6182'HIGHWAY 13 PAVEMENT.  THE STATION IS 12.8 M (42.0 FT) NORTH OF THE
 DO6182'CENTERLINE OF STATE HIGHWAY 13, 27 M (88.6 FT) WEST OF THE CENTERLINE
 DO6182'OF CARVALA ROAD, 45 M (147.6 FT) EAST OF THE EXTENDED CENTER OF A
 DO6182'PRIVATE DRIVE -3170 S-, 27.0 M (88.6 FT) SOUTHEAST OF A POWER POLE
 DO6182'WITH A SINGLE GUY WIRE TO THE NORTH, 17.6 M (57.7 FT) WEST OF A -STOP-
 DO6182'SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6182'PLASTIC WITNESS POSTS.
 DO6182'
 DO6182'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6182'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6181 ***********************************************************************
 DO6181  DESIGNATION -  9C40
 DO6181  PID         -  DO6181
 DO6181  STATE/COUNTY-  WI/DOUGLAS
 DO6181  COUNTRY     -  US
 DO6181  USGS QUAD   -  CLOVERLAND (2018)
 DO6181
 DO6181                         *CURRENT SURVEY CONTROL
 DO6181  ______________________________________________________________________
 DO6181* NAD 83(1986) POSITION- 46 39 37.10   (N) 091 42 38.91   (W)   HD_HELD1
 DO6181* NAVD 88 ORTHO HEIGHT -   246.333 (meters)      808.18  (feet) ADJUSTED
 DO6181  ______________________________________________________________________
 DO6181  GEOID HEIGHT    -        -28.703 (meters)                     GEOID18
 DO6181  DYNAMIC HEIGHT  -        246.357 (meters)      808.26  (feet) COMP
 DO6181  MODELED GRAVITY -    980,707.5   (mgal)                       NAVD 88
 DO6181
 DO6181  VERT ORDER      -  SECOND    CLASS I
 DO6181
 DO6181.The horizontal coordinates were determined by differentially corrected
 DO6181.hand held GPS observations or other comparable positioning techniques
 DO6181.and have an estimated accuracy of +/- 3 meters.
 DO6181
 DO6181.The orthometric height was determined by differential leveling and
 DO6181.adjusted by the NATIONAL GEODETIC SURVEY
 DO6181.in February 2017.
 DO6181
 DO6181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6181.GEOID18 height accuracy estimate available here.
 DO6181
 DO6181.Click photographs - Photos may exist for this station.
 DO6181
 DO6181.The dynamic height is computed by dividing the NAVD 88
 DO6181.geopotential number by the normal gravity value computed on the
 DO6181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6181.degrees latitude (g = 980.6199 gals.).
 DO6181
 DO6181.The modeled gravity was interpolated from observed gravity values.
 DO6181
 DO6181;                    North         East    Units  Estimated Accuracy
 DO6181;SPC WI N     -   167,424.7     469,072.8     MT  (+/- 3 meters HH1 GPS) 
 DO6181
 DO6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9863068223(NAD 83)
 DO6181
 DO6181                          SUPERSEDED SURVEY CONTROL
 DO6181
 DO6181  NAVD 88 (07/25/13)  246.341  (m)          808.20   (f) SUPERSEDED  2 1
 DO6181
 DO6181.Superseded values are not recommended for survey control.
 DO6181
 DO6181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6181.See file dsdata.pdf to determine how the superseded data were derived.
 DO6181
 DO6181_MARKER: DD = SURVEY DISK
 DO6181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6181_STAMPING: 9C40 2010
 DO6181_MARK LOGO: WIDT
 DO6181_PROJECTION: PROJECTING 8 CENTIMETERS
 DO6181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6181+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DO6181
 DO6181  HISTORY     - Date     Condition        Report By
 DO6181  HISTORY     - 2011     MONUMENTED       WIDT
 DO6181  HISTORY     - 20120717 GOOD             WIDT
 DO6181
 DO6181                          STATION DESCRIPTION
 DO6181
 DO6181'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6181'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF BRULE, 6.7
 DO6181'MI (10.8 KM) NORTHEAST OF POPLAR AND 4.8 MI (7.7 KM) NORTH OF MAPLE.
 DO6181'
 DO6181'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6181'HIGHWAY F LOCATED APPROXIMATELY 6 MI (9.7 KM) NORTHEAST OF THE VILLAGE
 DO6181'OF POPLAR, GO EAST ON STATE HIGHWAY 13 FOR 0.4 MI (0.6 KM) TO A LEFT
 DO6181'CURVE IN THE HIGHWAY AND GULLEY ROAD ON THE RIGHT.  CURVE LEFT AND
 DO6181'CONTINUE NORTH ON STATE HIGHWAY 13 FOR 0.9 MI (1.4 KM) TO THE STATION
 DO6181'ON THE LEFT.
 DO6181'
 DO6181'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6181'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6181'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 8 CM (3
 DO6181'INCHES) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DO6181'PAVEMENT.  THE STATION IS 17.3 M (56.8 FT) WEST OF THE CENTERLINE OF
 DO6181'STATE HIGHWAY 13, 82 M (269.0 FT) NORTH OF THE EXTENDED CENTER OF A
 DO6181'PRIVATE DRIVE -2862 S-, 47.4 M (155.5 FT) SOUTHWEST OF A POWER POLE, 5
 DO6181'M (16.4 FT) NORTH OF THE CENTER OF A GATED FIELD ENTRANCE, 2.1 M (6.9
 DO6181'FT) EAST OF AN ELECTRIC FENCE LINE, AND LOCATED IN THE CENTER OF A
 DO6181'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6181'
 DO6181'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6181'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6180 ***********************************************************************
 DO6180  DESIGNATION -  9C41
 DO6180  PID         -  DO6180
 DO6180  STATE/COUNTY-  WI/DOUGLAS
 DO6180  COUNTRY     -  US
 DO6180  USGS QUAD   -  CLOVERLAND (2018)
 DO6180
 DO6180                         *CURRENT SURVEY CONTROL
 DO6180  ______________________________________________________________________
 DO6180* NAD 83(1986) POSITION- 46 40 36.70   (N) 091 41 25.14   (W)   HD_HELD1
 DO6180* NAVD 88 ORTHO HEIGHT -   242.814 (meters)      796.63  (feet) ADJUSTED
 DO6180  ______________________________________________________________________
 DO6180  GEOID HEIGHT    -        -28.832 (meters)                     GEOID18
 DO6180  DYNAMIC HEIGHT  -        242.839 (meters)      796.71  (feet) COMP
 DO6180  MODELED GRAVITY -    980,711.1   (mgal)                       NAVD 88
 DO6180
 DO6180  VERT ORDER      -  SECOND    CLASS I
 DO6180
 DO6180.The horizontal coordinates were determined by differentially corrected
 DO6180.hand held GPS observations or other comparable positioning techniques
 DO6180.and have an estimated accuracy of +/- 3 meters.
 DO6180
 DO6180.The orthometric height was determined by differential leveling and
 DO6180.adjusted by the NATIONAL GEODETIC SURVEY
 DO6180.in February 2017.
 DO6180
 DO6180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6180.GEOID18 height accuracy estimate available here.
 DO6180
 DO6180.Click photographs - Photos may exist for this station.
 DO6180
 DO6180.The dynamic height is computed by dividing the NAVD 88
 DO6180.geopotential number by the normal gravity value computed on the
 DO6180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6180.degrees latitude (g = 980.6199 gals.).
 DO6180
 DO6180.The modeled gravity was interpolated from observed gravity values.
 DO6180
 DO6180;                    North         East    Units  Estimated Accuracy
 DO6180;SPC WI N     -   169,231.1     470,680.0     MT  (+/- 3 meters HH1 GPS) 
 DO6180
 DO6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0016770088(NAD 83)
 DO6180
 DO6180                          SUPERSEDED SURVEY CONTROL
 DO6180
 DO6180  NAVD 88 (07/25/13)  242.824  (m)          796.67   (f) SUPERSEDED  2 1
 DO6180
 DO6180.Superseded values are not recommended for survey control.
 DO6180
 DO6180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6180.See file dsdata.pdf to determine how the superseded data were derived.
 DO6180
 DO6180_MARKER: DD = SURVEY DISK
 DO6180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6180_STAMPING: 9C41 2010
 DO6180_MARK LOGO: WIDT
 DO6180_PROJECTION: PROJECTING 10 CENTIMETERS
 DO6180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6180+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DO6180
 DO6180  HISTORY     - Date     Condition        Report By
 DO6180  HISTORY     - 2011     MONUMENTED       WIDT
 DO6180  HISTORY     - 20120717 GOOD             WIDT
 DO6180
 DO6180                          STATION DESCRIPTION
 DO6180
 DO6180'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6180'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF BRULE, 8.2
 DO6180'MI (13.2 KM) NORTHEAST OF POPLAR, AND 4.9 MI (7.9 KM) NORTH-NORTHEAST
 DO6180'OF MAPLE.
 DO6180'
 DO6180'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6180'HIGHWAY O LOCATED APPROXIMATELY 10 MI (16.1 KM) NORTHEAST OF THE
 DO6180'VILLAGE OF POPLAR, GO WEST ON STATE HIGHWAY 13 FOR 1.5 MI (2.4 KM) TO
 DO6180'JACK PINE DRIVE.  CONTINUE WEST ON STATE HIGHWAY 13 FOR 0.6 MI (1.0
 DO6180'KM) TO THE STATION ON THE RIGHT.
 DO6180'
 DO6180'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6180'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6180'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 10 CM (4
 DO6180'INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DO6180'THE HIGHWAY PAVEMENT.  THE STATION IS 13.6 M (44.6 FT) NORTH OF THE
 DO6180'CENTERLINE OF STATE HIGHWAY 13, 71.6 M (234.9 FT) NORTHWEST OF A POWER
 DO6180'POLE, 33.5 M (109.9 FT) NORTH-NORTHEAST OF A POWER POLE, 6 M (19.7 FT)
 DO6180'EAST OF THE CENTER OF AN AGRICULTURAL FIELD ENTRANCE, AND LOCATED IN
 DO6180'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6180'
 DO6180'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6180'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6318 ***********************************************************************
 DO6318  DESIGNATION -  9C90
 DO6318  PID         -  DO6318
 DO6318  STATE/COUNTY-  WI/DOUGLAS
 DO6318  COUNTRY     -  US
 DO6318  USGS QUAD   -  POPLAR (2018)
 DO6318
 DO6318                         *CURRENT SURVEY CONTROL
 DO6318  ______________________________________________________________________
 DO6318* NAD 83(1986) POSITION- 46 36 33.27   (N) 091 51 24.07   (W)   HD_HELD1
 DO6318* NAVD 88 ORTHO HEIGHT -   275.113 (meters)      902.60  (feet) ADJUSTED
 DO6318  ______________________________________________________________________
 DO6318  GEOID HEIGHT    -        -28.085 (meters)                     GEOID18
 DO6318  DYNAMIC HEIGHT  -        275.143 (meters)      902.70  (feet) COMP
 DO6318  MODELED GRAVITY -    980,716.3   (mgal)                       NAVD 88
 DO6318
 DO6318  VERT ORDER      -  SECOND    CLASS I
 DO6318
 DO6318.The horizontal coordinates were determined by differentially corrected
 DO6318.hand held GPS observations or other comparable positioning techniques
 DO6318.and have an estimated accuracy of +/- 3 meters.
 DO6318
 DO6318.The orthometric height was determined by differential leveling and
 DO6318.adjusted by the NATIONAL GEODETIC SURVEY
 DO6318.in February 2017.
 DO6318
 DO6318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6318.GEOID18 height accuracy estimate available here.
 DO6318
 DO6318.Click photographs - Photos may exist for this station.
 DO6318
 DO6318.The dynamic height is computed by dividing the NAVD 88
 DO6318.geopotential number by the normal gravity value computed on the
 DO6318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6318.degrees latitude (g = 980.6199 gals.).
 DO6318
 DO6318.The modeled gravity was interpolated from observed gravity values.
 DO6318
 DO6318;                    North         East    Units  Estimated Accuracy
 DO6318;SPC WI N     -   162,000.7     457,778.2     MT  (+/- 3 meters HH1 GPS) 
 DO6318
 DO6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8755262376(NAD 83)
 DO6318
 DO6318                          SUPERSEDED SURVEY CONTROL
 DO6318
 DO6318  NAVD 88 (07/25/13)  275.107  (m)          902.58   (f) SUPERSEDED  2 1
 DO6318
 DO6318.Superseded values are not recommended for survey control.
 DO6318
 DO6318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6318.See file dsdata.pdf to determine how the superseded data were derived.
 DO6318
 DO6318_MARKER: DD = SURVEY DISK
 DO6318_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO6318_STAMPING: 9C90 2012
 DO6318_MARK LOGO: WIDT
 DO6318_PROJECTION: FLUSH
 DO6318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6318+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2012
 DO6318_ROD/PIPE-DEPTH: 7.3 meters
 DO6318_SLEEVE-DEPTH  : 1.2 meters
 DO6318
 DO6318  HISTORY     - Date     Condition        Report By
 DO6318  HISTORY     - 2012     MONUMENTED       WIDT
 DO6318  HISTORY     - 20121002 GOOD             WIDT
 DO6318
 DO6318                          STATION DESCRIPTION
 DO6318
 DO6318'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6318'THE STATION IS 14.3 MI (23.0 KM) SOUTHEAST OF DOWNTOWN SUPERIOR, 6.0
 DO6318'MI (9.7 KM) EAST OF SOUTH RANGE, AND 3.3 MI (5.3 KM) NORTHWEST OF
 DO6318'POPLAR.
 DO6318'
 DO6318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH U.S.
 DO6318'HIGHWAY 53, GO EAST ON U.S. HIGHWAY 2 FOR 2.3 MI (3.7 KM) TO TWENTY
 DO6318'TWO ROAD.  TURN LEFT AND GO NORTH ON TWENTY TWO ROAD FOR 0.4 MI (0.6
 DO6318'KM) TO THE STATION ON THE LEFT.
 DO6318'
 DO6318'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6318'GEODETIC SURVEY CONTROL STATION DISK ATTACHED TO THE TOP OF A
 DO6318'STAINLESS STEEL ROD, WITH GREASED SLEEVE, DRIVEN 24 FT (7.3 M) TO
 DO6318'REFUSAL.  THE STATION IS LOCATED IN THE CENTER OF A 6 INCH (15 CM) PVC
 DO6318'PIPE, WHICH IS SURROUNDED BY A 16 INCH (40-CM) DIAMETER CONCRETE
 DO6318'CASING WITH AN ALUMINUM ACCESS COVER.  THE STATION IS 20 M (65.6 FT)
 DO6318'NORTHWEST OF POWER POLE, 47 M (154.2 FT) SOUTHWEST OF A POWER POLE
 DO6318'WITH ONE GUY WIRE, 9 M (29.5 FT) WEST OF THE CENTER OF TWENTY TWO
 DO6318'ROAD, 1.8 M (5.9 FT) EAST OF A FENCE LINE, ABOUT 0.5 M (1.6 FT) LOWER
 DO6318'THAN THE ROAD SURFACE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6318'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6318'
 DO6318'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6318'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6062 ***********************************************************************
 DO6062  DESIGNATION -  9D15
 DO6062  PID         -  DO6062
 DO6062  STATE/COUNTY-  WI/BAYFIELD
 DO6062  COUNTRY     -  US
 DO6062  USGS QUAD   -  INO (2018)
 DO6062
 DO6062                         *CURRENT SURVEY CONTROL
 DO6062  ______________________________________________________________________
 DO6062* NAD 83(1986) POSITION- 46 31 33.33   (N) 091 07 52.46   (W)   HD_HELD1
 DO6062* NAVD 88 ORTHO HEIGHT -   303.291 (meters)      995.05  (feet) ADJUSTED
 DO6062  ______________________________________________________________________
 DO6062  GEOID HEIGHT    -        -30.643 (meters)                     GEOID18
 DO6062  DYNAMIC HEIGHT  -        303.299 (meters)      995.07  (feet) COMP
 DO6062  MODELED GRAVITY -    980,634.5   (mgal)                       NAVD 88
 DO6062
 DO6062  VERT ORDER      -  SECOND    CLASS I
 DO6062
 DO6062.The horizontal coordinates were determined by differentially corrected
 DO6062.hand held GPS observations or other comparable positioning techniques
 DO6062.and have an estimated accuracy of +/- 3 meters.
 DO6062
 DO6062.The orthometric height was determined by differential leveling and
 DO6062.adjusted by the NATIONAL GEODETIC SURVEY
 DO6062.in February 2017.
 DO6062
 DO6062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6062.GEOID18 height accuracy estimate available here.
 DO6062
 DO6062.Click photographs - Photos may exist for this station.
 DO6062
 DO6062.The dynamic height is computed by dividing the NAVD 88
 DO6062.geopotential number by the normal gravity value computed on the
 DO6062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6062.degrees latitude (g = 980.6199 gals.).
 DO6062
 DO6062.The modeled gravity was interpolated from observed gravity values.
 DO6062
 DO6062;                    North         East    Units  Estimated Accuracy
 DO6062;SPC WI N     -   151,695.0     513,210.4     MT  (+/- 3 meters HH1 GPS) 
 DO6062
 DO6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4332454180(NAD 83)
 DO6062
 DO6062                          SUPERSEDED SURVEY CONTROL
 DO6062
 DO6062  NAVD 88 (07/25/13)  303.305  (m)          995.09   (f) SUPERSEDED  2 1
 DO6062
 DO6062.Superseded values are not recommended for survey control.
 DO6062
 DO6062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6062.See file dsdata.pdf to determine how the superseded data were derived.
 DO6062
 DO6062_MARKER: DD = SURVEY DISK
 DO6062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6062_STAMPING: 9D15 2010
 DO6062_MARK LOGO: WIDT
 DO6062_PROJECTION: PROJECTING 8 CENTIMETERS
 DO6062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6062+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2012
 DO6062
 DO6062  HISTORY     - Date     Condition        Report By
 DO6062  HISTORY     - 2011     MONUMENTED       WIDT
 DO6062  HISTORY     - 20121015 GOOD             WIDT
 DO6062
 DO6062                          STATION DESCRIPTION
 DO6062
 DO6062'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6062'THE STATION IS 13.3 MI (21.4 KM) EAST-SOUTHEAST OF IRON RIVER, 11.3 MI
 DO6062'(18.2 KM) WEST-SOUTHWEST OF ASHLAND, AND 10.8 MI (17.4 KM) NORTH OF
 DO6062'GRAND VIEW.
 DO6062'
 DO6062'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DO6062'HIGHWAY E LOCATED APPROXIMATELY 13 MI (20.9 KM) WEST-SOUTHWEST OF THE
 DO6062'CITY OF ASHLAND, GO EAST ON U.S. HIGHWAY 2 FOR 2.25 MI (3.6 KM) TO
 DO6062'NORDIN ROAD ON THE RIGHT AND NORTH FORK ROAD ON THE LEFT.  TURN RIGHT
 DO6062'AND GO SOUTH ON NORDIN ROAD FOR 0.2 MI (0.4 KM) TO THE STATION ON THE
 DO6062'LEFT.
 DO6062'
 DO6062'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6062'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6062'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 8 CM (3
 DO6062'INCHES) ABOVE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE
 DO6062'ROAD SURFACE.  THE STATION IS 8 M (26.2 FT) EAST OF THE CENTERLINE OF
 DO6062'NORDIN ROAD, 57.3 M (188.0 FT) NORTHEAST OF A POWER POLE, 22.0 M (72.2
 DO6062'FT) SOUTHEAST OF A TELEPHONE JUNCTION BOX --BN 4D 9-1--, 11 M (36.1
 DO6062'FT) NORTH OF THE EXTENDED CENTER OF A PRIVATE DRIVE -65635-, AND
 DO6062'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6062'WITNESS POSTS.
 DO6062'
 DO6062'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6062'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6060 ***********************************************************************
 DO6060  DESIGNATION -  9D16
 DO6060  PID         -  DO6060
 DO6060  STATE/COUNTY-  WI/BAYFIELD
 DO6060  COUNTRY     -  US
 DO6060  USGS QUAD   -  MOQUAH (2018)
 DO6060
 DO6060                         *CURRENT SURVEY CONTROL
 DO6060  ______________________________________________________________________
 DO6060* NAD 83(1986) POSITION- 46 33 18.64   (N) 091 01 10.57   (W)   HD_HELD1
 DO6060* NAVD 88 ORTHO HEIGHT -   234.246 (meters)      768.52  (feet) ADJUSTED
 DO6060  ______________________________________________________________________
 DO6060  GEOID HEIGHT    -        -31.223 (meters)                     GEOID18
 DO6060  DYNAMIC HEIGHT  -        234.250 (meters)      768.54  (feet) COMP
 DO6060  MODELED GRAVITY -    980,629.4   (mgal)                       NAVD 88
 DO6060
 DO6060  VERT ORDER      -  SECOND    CLASS I
 DO6060
 DO6060.The horizontal coordinates were determined by differentially corrected
 DO6060.hand held GPS observations or other comparable positioning techniques
 DO6060.and have an estimated accuracy of +/- 3 meters.
 DO6060
 DO6060.The orthometric height was determined by differential leveling and
 DO6060.adjusted by the NATIONAL GEODETIC SURVEY
 DO6060.in February 2017.
 DO6060
 DO6060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6060.GEOID18 height accuracy estimate available here.
 DO6060
 DO6060.Click photographs - Photos may exist for this station.
 DO6060
 DO6060.The dynamic height is computed by dividing the NAVD 88
 DO6060.geopotential number by the normal gravity value computed on the
 DO6060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6060.degrees latitude (g = 980.6199 gals.).
 DO6060
 DO6060.The modeled gravity was interpolated from observed gravity values.
 DO6060
 DO6060;                    North         East    Units  Estimated Accuracy
 DO6060;SPC WI N     -   154,830.4     521,816.5     MT  (+/- 3 meters HH1 GPS) 
 DO6060
 DO6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5180457639(NAD 83)
 DO6060
 DO6060                          SUPERSEDED SURVEY CONTROL
 DO6060
 DO6060  NAVD 88 (07/25/13)  234.263  (m)          768.58   (f) SUPERSEDED  2 1
 DO6060
 DO6060.Superseded values are not recommended for survey control.
 DO6060
 DO6060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6060.See file dsdata.pdf to determine how the superseded data were derived.
 DO6060
 DO6060_MARKER: DD = SURVEY DISK
 DO6060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6060_STAMPING: 9D16 2011
 DO6060_MARK LOGO: WIDT
 DO6060_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6060_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6060+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2012
 DO6060
 DO6060  HISTORY     - Date     Condition        Report By
 DO6060  HISTORY     - 2011     MONUMENTED       WIDT
 DO6060  HISTORY     - 20121017 GOOD             WIDT
 DO6060
 DO6060                          STATION DESCRIPTION
 DO6060
 DO6060'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6060'THE STATION IS 18.5 MI (29.8 KM) EAST OF IRON RIVER, 8.4 MI (13.5 KM)
 DO6060'NORTH-NORTHEAST OF MASON, AND 6.8 MI (10.9 KM) SOUTHWEST OF ASHLAND.
 DO6060'
 DO6060'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH STATE
 DO6060'HIGHWAY 137 LOCATED APPROXIMATELY 6 MI (9.7 KM) SOUTHWEST OF THE CITY
 DO6060'OF ASHLAND, GO SOUTHWEST ON U.S. HIGHWAY 2 FOR 0.65 MI (1.0 KM) TO
 DO6060'COLBY ROAD ON THE LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 2 FOR 0.5
 DO6060'MI (0.8 KM) TO THE STATION ON THE LEFT.
 DO6060'
 DO6060'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6060'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6060'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6060'INCH) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DO6060'PAVEMENT.  THE STATION IS 27.9 M (91.5 FT) SOUTHEAST OF THE CENTERLINE
 DO6060'OF U.S. HIGHWAY 2, 168.5 M (552.8 FT) SOUTHWEST OF A YELLOW -CAUTION
 DO6060'GAS PIPELINE- SIGN POST, 50.0 M (164.0 FT) NORTHEAST OF A YELLOW METAL
 DO6060'RIGHT-OF-WAY POST, 11 M (36.1 FT) NORTHEAST OF THE EXTENDED CENTER OF
 DO6060'A FIELD ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6060'THREE WHITE PLASTIC WITNESS POSTS.
 DO6060'
 DO6060'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6060'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6059 ***********************************************************************
 DO6059  DESIGNATION -  9D17
 DO6059  PID         -  DO6059
 DO6059  STATE/COUNTY-  WI/BAYFIELD
 DO6059  COUNTRY     -  US
 DO6059  USGS QUAD   -  MOQUAH (2018)
 DO6059
 DO6059                         *CURRENT SURVEY CONTROL
 DO6059  ______________________________________________________________________
 DO6059* NAD 83(1986) POSITION- 46 33 38.97   (N) 091 00 28.32   (W)   HD_HELD1
 DO6059* NAVD 88 ORTHO HEIGHT -   237.743 (meters)      780.00  (feet) ADJUSTED
 DO6059  ______________________________________________________________________
 DO6059  GEOID HEIGHT    -        -31.287 (meters)                     GEOID18
 DO6059  DYNAMIC HEIGHT  -        237.748 (meters)      780.01  (feet) COMP
 DO6059  MODELED GRAVITY -    980,629.0   (mgal)                       NAVD 88
 DO6059
 DO6059  VERT ORDER      -  SECOND    CLASS I
 DO6059
 DO6059.The horizontal coordinates were determined by differentially corrected
 DO6059.hand held GPS observations or other comparable positioning techniques
 DO6059.and have an estimated accuracy of +/- 3 meters.
 DO6059
 DO6059.The orthometric height was determined by differential leveling and
 DO6059.adjusted by the NATIONAL GEODETIC SURVEY
 DO6059.in February 2017.
 DO6059
 DO6059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6059.GEOID18 height accuracy estimate available here.
 DO6059
 DO6059.Click photographs - Photos may exist for this station.
 DO6059
 DO6059.The dynamic height is computed by dividing the NAVD 88
 DO6059.geopotential number by the normal gravity value computed on the
 DO6059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6059.degrees latitude (g = 980.6199 gals.).
 DO6059
 DO6059.The modeled gravity was interpolated from observed gravity values.
 DO6059
 DO6059;                    North         East    Units  Estimated Accuracy
 DO6059;SPC WI N     -   155,446.6     522,724.3     MT  (+/- 3 meters HH1 GPS) 
 DO6059
 DO6059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5268758289(NAD 83)
 DO6059
 DO6059                          SUPERSEDED SURVEY CONTROL
 DO6059
 DO6059  NAVD 88 (07/25/13)  237.761  (m)          780.05   (f) SUPERSEDED  2 1
 DO6059
 DO6059.Superseded values are not recommended for survey control.
 DO6059
 DO6059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6059.See file dsdata.pdf to determine how the superseded data were derived.
 DO6059
 DO6059_MARKER: DD = SURVEY DISK
 DO6059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6059_STAMPING: 9D17 2011
 DO6059_MARK LOGO: WIDT
 DO6059_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6059_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6059+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2012
 DO6059
 DO6059  HISTORY     - Date     Condition        Report By
 DO6059  HISTORY     - 2011     MONUMENTED       WIDT
 DO6059  HISTORY     - 20121017 GOOD             WIDT
 DO6059
 DO6059                          STATION DESCRIPTION
 DO6059
 DO6059'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6059'THE STATION IS 19.0 MI (30.6 KM) EAST OF IRON RIVER, 8.9 MI (14.3 KM)
 DO6059'NORTH-NORTHEAST OF MASON, AND 6.3 MI (10.1 KM) SOUTHWEST OF ASHLAND.
 DO6059'
 DO6059'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH STATE
 DO6059'HIGHWAY 137 LOCATED APPROXIMATELY 6 MI (9.7 KM) SOUTHWEST OF THE CITY
 DO6059'OF ASHLAND, GO SOUTHWEST ON U.S. HIGHWAY 2 FOR 0.3 MI (0.5 KM) TO
 DO6059'PUYLEART ROAD ON THE RIGHT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 2 FOR
 DO6059'0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DO6059'
 DO6059'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6059'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6059'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6059'INCH) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE
 DO6059'HIGHWAY PAVEMENT.  THE STATION IS 17.4 M (57.1 FT) SOUTHEAST OF THE
 DO6059'CENTERLINE OF U.S. HIGHWAY 2, 82 M (269.0 FT) SOUTHWEST OF THE
 DO6059'EXTENDED CENTER OF A PRIVATE DRIVE -27190 U.S. HIGHWAY 2-, 29.1 M
 DO6059'(95.5 FT) NORTHEAST OF A MERGING RIGHT LANE WOODEN SIGN POST, 6 M
 DO6059'(19.7 FT) NORTHEAST OF THE CENTER OF AN AGRICULTURAL FIELD ENTRANCE,
 DO6059'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6059'WITNESS POSTS.
 DO6059'
 DO6059'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6059'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6058 ***********************************************************************
 DO6058  DESIGNATION -  9D18
 DO6058  PID         -  DO6058
 DO6058  STATE/COUNTY-  WI/BAYFIELD
 DO6058  COUNTRY     -  US
 DO6058  USGS QUAD   -  ASHLAND WEST (2018)
 DO6058
 DO6058                         *CURRENT SURVEY CONTROL
 DO6058  ______________________________________________________________________
 DO6058* NAD 83(1986) POSITION- 46 34 09.76   (N) 090 58 27.62   (W)   HD_HELD1
 DO6058* NAVD 88 ORTHO HEIGHT -   205.703 (meters)      674.88  (feet) ADJUSTED
 DO6058  ______________________________________________________________________
 DO6058  GEOID HEIGHT    -        -31.423 (meters)                     GEOID18
 DO6058  DYNAMIC HEIGHT  -        205.708 (meters)      674.89  (feet) COMP
 DO6058  MODELED GRAVITY -    980,634.4   (mgal)                       NAVD 88
 DO6058
 DO6058  VERT ORDER      -  SECOND    CLASS I
 DO6058
 DO6058.The horizontal coordinates were determined by differentially corrected
 DO6058.hand held GPS observations or other comparable positioning techniques
 DO6058.and have an estimated accuracy of +/- 3 meters.
 DO6058
 DO6058.The orthometric height was determined by differential leveling and
 DO6058.adjusted by the NATIONAL GEODETIC SURVEY
 DO6058.in February 2017.
 DO6058
 DO6058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6058.GEOID18 height accuracy estimate available here.
 DO6058
 DO6058.Click photographs - Photos may exist for this station.
 DO6058
 DO6058.The dynamic height is computed by dividing the NAVD 88
 DO6058.geopotential number by the normal gravity value computed on the
 DO6058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6058.degrees latitude (g = 980.6199 gals.).
 DO6058
 DO6058.The modeled gravity was interpolated from observed gravity values.
 DO6058
 DO6058;                    North         East    Units  Estimated Accuracy
 DO6058;SPC WI N     -   156,365.2     525,306.5     MT  (+/- 3 meters HH1 GPS) 
 DO6058
 DO6058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5523359305(NAD 83)
 DO6058
 DO6058                          SUPERSEDED SURVEY CONTROL
 DO6058
 DO6058  NAVD 88 (07/25/13)  205.720  (m)          674.93   (f) SUPERSEDED  2 1
 DO6058
 DO6058.Superseded values are not recommended for survey control.
 DO6058
 DO6058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6058.See file dsdata.pdf to determine how the superseded data were derived.
 DO6058
 DO6058_MARKER: DD = SURVEY DISK
 DO6058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6058_STAMPING: 9D18 2011
 DO6058_MARK LOGO: WIDT
 DO6058_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6058_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6058+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2012
 DO6058
 DO6058  HISTORY     - Date     Condition        Report By
 DO6058  HISTORY     - 2011     MONUMENTED       WIDT
 DO6058  HISTORY     - 20121017 GOOD             WIDT
 DO6058
 DO6058                          STATION DESCRIPTION
 DO6058
 DO6058'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6058'THE STATION IS 20.6 MI (33.1 KM) EAST OF IRON RIVER, 8.1 MI (13.0 KM)
 DO6058'SOUTHWEST OF WASHBURN, AND 4.6 MI (7.4 KM) SOUTHWEST OF ASHLAND.
 DO6058'
 DO6058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH STATE
 DO6058'HIGHWAY 137 LOCATED APPROXIMATELY 6 MI (9.7 KM) SOUTHWEST OF THE CITY
 DO6058'OF ASHLAND, GO NORTHEAST ON U.S. HIGHWAY 2 FOR 1.3 MI (2.1 KM) TO
 DO6058'STATE FARM ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON STATE FARM
 DO6058'ROAD FOR 0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DO6058'
 DO6058'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6058'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6058'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 4 CM (2
 DO6058'INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN
 DO6058'THE ROAD PAVEMENT.  THE STATION IS 10.2 M (33.5 FT) EAST OF THE
 DO6058'CENTERLINE OF STATE FARM ROAD, 138 M (452.8 FT) SOUTH OF THE EXTENDED
 DO6058'CENTER OF AN ACCESS DRIVEWAY FOR AN AUTO DEALERSHIP, 38.5 M (126.3 FT)
 DO6058'NORTH OF A -STOP AHEAD- SIGN, 20.1 M (65.9 FT) EAST OF A BARBED WIRE
 DO6058'FENCE LINE, 6 M (19.7 FT) NORTH OF THE CENTER OF AN AGRICULTURAL FIELD
 DO6058'ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6058'PLASTIC WITNESS POSTS.
 DO6058'
 DO6058'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6058'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6057 ***********************************************************************
 DO6057  DESIGNATION -  9D19
 DO6057  PID         -  DO6057
 DO6057  STATE/COUNTY-  WI/BAYFIELD
 DO6057  COUNTRY     -  US
 DO6057  USGS QUAD   -  ASHLAND WEST (2018)
 DO6057
 DO6057                         *CURRENT SURVEY CONTROL
 DO6057  ______________________________________________________________________
 DO6057* NAD 83(1986) POSITION- 46 34 42.89   (N) 090 57 58.39   (W)   HD_HELD1
 DO6057* NAVD 88 ORTHO HEIGHT -   191.493 (meters)      628.26  (feet) ADJUSTED
 DO6057  ______________________________________________________________________
 DO6057  GEOID HEIGHT    -        -31.484 (meters)                     GEOID18
 DO6057  DYNAMIC HEIGHT  -        191.497 (meters)      628.27  (feet) COMP
 DO6057  MODELED GRAVITY -    980,634.3   (mgal)                       NAVD 88
 DO6057
 DO6057  VERT ORDER      -  SECOND    CLASS I
 DO6057
 DO6057.The horizontal coordinates were determined by differentially corrected
 DO6057.hand held GPS observations or other comparable positioning techniques
 DO6057.and have an estimated accuracy of +/- 3 meters.
 DO6057
 DO6057.The orthometric height was determined by differential leveling and
 DO6057.adjusted by the NATIONAL GEODETIC SURVEY
 DO6057.in February 2017.
 DO6057
 DO6057.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6057.GEOID18 height accuracy estimate available here.
 DO6057
 DO6057.Click photographs - Photos may exist for this station.
 DO6057
 DO6057.The dynamic height is computed by dividing the NAVD 88
 DO6057.geopotential number by the normal gravity value computed on the
 DO6057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6057.degrees latitude (g = 980.6199 gals.).
 DO6057
 DO6057.The modeled gravity was interpolated from observed gravity values.
 DO6057
 DO6057;                    North         East    Units  Estimated Accuracy
 DO6057;SPC WI N     -   157,380.5     525,941.4     MT  (+/- 3 meters HH1 GPS) 
 DO6057
 DO6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5582960344(NAD 83)
 DO6057
 DO6057                          SUPERSEDED SURVEY CONTROL
 DO6057
 DO6057  NAVD 88 (07/25/13)  191.509  (m)          628.31   (f) SUPERSEDED  2 1
 DO6057
 DO6057.Superseded values are not recommended for survey control.
 DO6057
 DO6057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6057.See file dsdata.pdf to determine how the superseded data were derived.
 DO6057
 DO6057_MARKER: DD = SURVEY DISK
 DO6057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO6057_SP_SET: BRIDGE PARAPET
 DO6057_STAMPING: 9D19 2011
 DO6057_MARK LOGO: WIDT
 DO6057_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6057+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2012
 DO6057
 DO6057  HISTORY     - Date     Condition        Report By
 DO6057  HISTORY     - 2011     MONUMENTED       WIDT
 DO6057  HISTORY     - 20121017 GOOD             WIDT
 DO6057
 DO6057                          STATION DESCRIPTION
 DO6057
 DO6057'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6057'THE STATION IS 21.0 MI (33.8 KM) EAST OF IRON RIVER, 7.2 MI (11.6 KM)
 DO6057'SOUTHWEST OF WASHBURN, AND 4.0 MI (6.4 KM) WEST OF ASHLAND.
 DO6057'
 DO6057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DO6057'HIGHWAY G LOCATED APPROXIMATELY 4 MI (6.4 KM) WEST-SOUTHWEST OF THE
 DO6057'CITY OF ASHLAND, GO SOUTHWEST ON U.S. HIGHWAY 2 FOR 0.3 MI (0.5 KM) TO
 DO6057'A BRIDGE OVER FISH CREEK AND THE STATION ON THE RIGHT.
 DO6057'
 DO6057'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6057'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6057'THE SOUTH END OF THE WEST PARAPET WALL OF BRIDGE B-4-22-77 AND
 DO6057'APPROXIMATELY 0.9 M (3.0 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION
 DO6057'IS 7.2 M (23.6 FT) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 2, 1.2
 DO6057'M (3.9 FT) SOUTHWEST OF AN EXPANSION JOINT AND 2.3 M (7.5 FT)
 DO6057'NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DO6057'
 DO6057'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6057'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6172 ***********************************************************************
 DO6172  DESIGNATION -  9D31
 DO6172  PID         -  DO6172
 DO6172  STATE/COUNTY-  WI/BAYFIELD
 DO6172  COUNTRY     -  US
 DO6172  USGS QUAD   -  PORT WING (2018)
 DO6172
 DO6172                         *CURRENT SURVEY CONTROL
 DO6172  ______________________________________________________________________
 DO6172* NAD 83(1986) POSITION- 46 45 47.5    (N) 091 29 13.0    (W)   HD_HELD2
 DO6172* NAVD 88 ORTHO HEIGHT -   188.366 (meters)      618.00  (feet) ADJUSTED
 DO6172  ______________________________________________________________________
 DO6172  GEOID HEIGHT    -        -29.953 (meters)                     GEOID18
 DO6172  DYNAMIC HEIGHT  -        188.381 (meters)      618.05  (feet) COMP
 DO6172  MODELED GRAVITY -    980,693.9   (mgal)                       NAVD 88
 DO6172
 DO6172  VERT ORDER      -  SECOND    CLASS I
 DO6172
 DO6172.The horizontal coordinates were established by autonomous hand held GPS
 DO6172.observations and have an estimated accuracy of +/- 10 meters.
 DO6172
 DO6172.The orthometric height was determined by differential leveling and
 DO6172.adjusted by the NATIONAL GEODETIC SURVEY
 DO6172.in February 2017.
 DO6172
 DO6172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6172.GEOID18 height accuracy estimate available here.
 DO6172
 DO6172.Click photographs - Photos may exist for this station.
 DO6172
 DO6172.The dynamic height is computed by dividing the NAVD 88
 DO6172.geopotential number by the normal gravity value computed on the
 DO6172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6172.degrees latitude (g = 980.6199 gals.).
 DO6172
 DO6172.The modeled gravity was interpolated from observed gravity values.
 DO6172
 DO6172;                    North         East    Units  Estimated Accuracy
 DO6172;SPC WI N     -   178,515.      486,417.      MT  (+/- 10 meters HH2 GPS)
 DO6172
 DO6172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1553779960(NAD 83)
 DO6172
 DO6172                          SUPERSEDED SURVEY CONTROL
 DO6172
 DO6172  NAVD 88 (07/25/13)  188.381  (m)          618.05   (f) SUPERSEDED  2 1
 DO6172
 DO6172.Superseded values are not recommended for survey control.
 DO6172
 DO6172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6172.See file dsdata.pdf to determine how the superseded data were derived.
 DO6172
 DO6172_MARKER: DD = SURVEY DISK
 DO6172_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6172_SP_SET: BRIDGE ABUTMENT
 DO6172_STAMPING: 9D31 2011
 DO6172_MARK LOGO: WIDT
 DO6172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6172+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2012
 DO6172
 DO6172  HISTORY     - Date     Condition        Report By
 DO6172  HISTORY     - 2011     MONUMENTED       WIDT
 DO6172  HISTORY     - 20120716 GOOD             WIDT
 DO6172
 DO6172                          STATION DESCRIPTION
 DO6172
 DO6172'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6172'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) EAST-NORTHEAST OF
 DO6172'CLOVERLAND, 9.2 MI (14.8 KM) NORTH-NORTHEAST OF OULU AND 4.8 MI (7.7
 DO6172'KM) WEST OF PORT WING.
 DO6172'
 DO6172'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6172'HIGHWAY A LOCATED IN THE TOWN OF PORT WING, GO WEST THEN SOUTHWEST ON
 DO6172'STATE HIGHWAY 13 FOR 4.8 MI (7.7 KM) TO NORTH RIVER LOOP ROAD ON THE
 DO6172'RIGHT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 13 FOR 0.1 MI (0.2 KM) TO
 DO6172'A BRIDGE OVER THE IRON RIVER AND THE STATION ON THE RIGHT.
 DO6172'
 DO6172'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6172'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP
 DO6172'THE NORTH END OF THE WEST ABUTMENT OF THE BRIDGE -B-4-88-98- AND
 DO6172'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.6 M
 DO6172'(18.4 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 13, 3.2 M (10.5
 DO6172'FT) SOUTHWEST OF AN EXPANSION JOINT AND 1.5 M (4.9 FT) EAST OF A WHITE
 DO6172'PLASTIC WITNESS POST.
 DO6172'
 DO6172'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6172'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6171 ***********************************************************************
 DO6171  DESIGNATION -  9D32
 DO6171  PID         -  DO6171
 DO6171  STATE/COUNTY-  WI/BAYFIELD
 DO6171  COUNTRY     -  US
 DO6171  USGS QUAD   -  PORT WING (2018)
 DO6171
 DO6171                         *CURRENT SURVEY CONTROL
 DO6171  ______________________________________________________________________
 DO6171* NAD 83(1986) POSITION- 46 46 17.7    (N) 091 27 24.5    (W)   HD_HELD2
 DO6171* NAVD 88 ORTHO HEIGHT -   190.552 (meters)      625.17  (feet) ADJUSTED
 DO6171  ______________________________________________________________________
 DO6171  GEOID HEIGHT    -        -30.115 (meters)                     GEOID18
 DO6171  DYNAMIC HEIGHT  -        190.567 (meters)      625.22  (feet) COMP
 DO6171  MODELED GRAVITY -    980,688.1   (mgal)                       NAVD 88
 DO6171
 DO6171  VERT ORDER      -  SECOND    CLASS I
 DO6171
 DO6171.The horizontal coordinates were established by autonomous hand held GPS
 DO6171.observations and have an estimated accuracy of +/- 10 meters.
 DO6171
 DO6171.The orthometric height was determined by differential leveling and
 DO6171.adjusted by the NATIONAL GEODETIC SURVEY
 DO6171.in February 2017.
 DO6171
 DO6171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6171.GEOID18 height accuracy estimate available here.
 DO6171
 DO6171.Click photographs - Photos may exist for this station.
 DO6171
 DO6171.The dynamic height is computed by dividing the NAVD 88
 DO6171.geopotential number by the normal gravity value computed on the
 DO6171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6171.degrees latitude (g = 980.6199 gals.).
 DO6171
 DO6171.The modeled gravity was interpolated from observed gravity values.
 DO6171
 DO6171;                    North         East    Units  Estimated Accuracy
 DO6171;SPC WI N     -   179,405.      488,736.      MT  (+/- 10 meters HH2 GPS)
 DO6171
 DO6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1782080937(NAD 83)
 DO6171
 DO6171                          SUPERSEDED SURVEY CONTROL
 DO6171
 DO6171  NAVD 88 (07/25/13)  190.567  (m)          625.22   (f) SUPERSEDED  2 1
 DO6171
 DO6171.Superseded values are not recommended for survey control.
 DO6171
 DO6171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6171.See file dsdata.pdf to determine how the superseded data were derived.
 DO6171
 DO6171_MARKER: DD = SURVEY DISK
 DO6171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6171_STAMPING: 9D32 2010
 DO6171_MARK LOGO: WIDT
 DO6171_PROJECTION: FLUSH
 DO6171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6171+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2012
 DO6171
 DO6171  HISTORY     - Date     Condition        Report By
 DO6171  HISTORY     - 2010     MONUMENTED       WIDT
 DO6171  HISTORY     - 20120713 GOOD             WIDT
 DO6171
 DO6171                          STATION DESCRIPTION
 DO6171
 DO6171'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6171'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) NORTH-NORTHEAST OF
 DO6171'OULU, 10.2 MI (16.4 KM) SOUTHWEST OF HERBSTER AND 3.3 MI (5.3 KM) WEST
 DO6171'OF PORT WING.
 DO6171'
 DO6171'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6171'HIGHWAY A LOCATED IN THE TOWN OF PORT WING, GO WEST THEN SOUTHWEST ON
 DO6171'STATE HIGHWAY 13 FOR 2.9 MI (4.7 KM) TO AIRPORT ROAD ON THE LEFT.
 DO6171'CONTINUE SOUTHWEST ON STATE HIGHWAY 13 FOR 0.5 MI (0.8 KM) TO AN
 DO6171'ENTRANCE FOR A WAYSIDE ON THE RIGHT.  TURN RIGHT TO ENTER THE WAYSIDE
 DO6171'PARKING AREA AND PROCEED NORTHWEST ABOUT 230 FT (70.1 M) TO THE
 DO6171'STATION, LOCATED TOWARD THE NORTH END OF THE GRASSY AREA ENCIRCLED BY
 DO6171'THE WAYSIDE DRIVEWAY.
 DO6171'
 DO6171'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6171'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6171'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6171'GROUND.  THE STATION IS 70.9 M (232.6 FT) NORTHWEST OF THE CENTERLINE
 DO6171'OF STATE HIGHWAY 13, 70.3 M (230.6 FT) WEST OF THE NORTHWEST CORNER OF
 DO6171'A CONCRETE BLOCK RESTROOM BUILDING, 58.8 M (192.9 FT) NORTH-NORTHWEST
 DO6171'OF A POWER POLE --20 35-56/72--, 26.6 M (87.3 FT) WEST OF A --NO
 DO6171'OVERNIGHT CAMPING-- SIGN, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6171'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6171'
 DO6171'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6171'DEGREES ABOVE THE HORIZON EXCEPT FOR A GROUP OF THREE PINE TREES ABOUT
 DO6171'60 FT (18.3 M) TO THE SOUTH EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6170 ***********************************************************************
 DO6170  DESIGNATION -  9D33
 DO6170  PID         -  DO6170
 DO6170  STATE/COUNTY-  WI/BAYFIELD
 DO6170  COUNTRY     -  US
 DO6170  USGS QUAD   -  PORT WING (2018)
 DO6170
 DO6170                         *CURRENT SURVEY CONTROL
 DO6170  ______________________________________________________________________
 DO6170* NAD 83(2011) POSITION- 46 46 31.28162(N) 091 25 02.34374(W)   ADJUSTED
 DO6170* NAD 83(2011) ELLIP HT-   166.622 (meters)        (05/27/14)   ADJUSTED
 DO6170* NAD 83(2011) EPOCH   -  2010.00
 DO6170* NAVD 88 ORTHO HEIGHT -   196.940 (meters)      646.13  (feet) ADJUSTED
 DO6170  ______________________________________________________________________
 DO6170  GEOID HEIGHT    -        -30.311 (meters)                     GEOID18
 DO6170  NAD 83(2011) X  -   -108,238.272 (meters)                     COMP
 DO6170  NAD 83(2011) Y  - -4,374,693.947 (meters)                     COMP
 DO6170  NAD 83(2011) Z  -  4,624,818.643 (meters)                     COMP
 DO6170  LAPLACE CORR    -        -13.62  (seconds)                    DEFLEC18
 DO6170  DYNAMIC HEIGHT  -        196.953 (meters)      646.17  (feet) COMP
 DO6170  MODELED GRAVITY -    980,677.6   (mgal)                       NAVD 88
 DO6170
 DO6170  VERT ORDER      -  SECOND    CLASS I
 DO6170
 DO6170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6170  Standards:
 DO6170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6170  -------------------------------------------------------------------
 DO6170  NETWORK    0.76   1.18           0.33   0.29   0.60      0.09080063
 DO6170  -------------------------------------------------------------------
 DO6170  Click here for local accuracies and other accuracy information.
 DO6170
 DO6170.The horizontal coordinates were established by GPS observations
 DO6170.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6170
 DO6170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6170.been affixed to the stable North American tectonic plate. See 
 DO6170.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6170
 DO6170.The horizontal coordinates are valid at the epoch date displayed above
 DO6170.which is a decimal equivalence of Year/Month/Day.
 DO6170
 DO6170.The orthometric height was determined by differential leveling and
 DO6170.adjusted by the NATIONAL GEODETIC SURVEY
 DO6170.in February 2017.
 DO6170
 DO6170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6170.GEOID18 height accuracy estimate available here.
 DO6170
 DO6170.Click photographs - Photos may exist for this station.
 DO6170
 DO6170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6170
 DO6170.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6170
 DO6170.The ellipsoidal height was determined by GPS observations
 DO6170.and is referenced to NAD 83.
 DO6170
 DO6170.The dynamic height is computed by dividing the NAVD 88
 DO6170.geopotential number by the normal gravity value computed on the
 DO6170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6170.degrees latitude (g = 980.6199 gals.).
 DO6170
 DO6170.The modeled gravity was interpolated from observed gravity values.
 DO6170
 DO6170. The following values were computed from the NAD 83(2011) position.
 DO6170
 DO6170;                    North         East     Units Scale Factor Converg.
 DO6170;SPC WI N     -   179,769.912   491,759.082   MT  1.00000160   -1 01 20.7
 DO6170;SPC WI N     -   589,795.12  1,613,379.59   sFT  1.00000160   -1 01 20.7
 DO6170;UTM  15      - 5,181,416.892   620,826.794   MT  0.99977944   +1 09 12.2
 DO6170
 DO6170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6170!SPC WI N     -   0.99997388  x   1.00000160  =   0.99997548
 DO6170!UTM  15      -   0.99997388  x   0.99977944  =   0.99975333
 DO6170
 DO6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2082681416(NAD 83)
 DO6170
 DO6170                          SUPERSEDED SURVEY CONTROL
 DO6170
 DO6170  NAVD 88 (07/25/13)  196.956  (m)          646.18   (f) SUPERSEDED  2 1
 DO6170
 DO6170.Superseded values are not recommended for survey control.
 DO6170
 DO6170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6170.See file dsdata.pdf to determine how the superseded data were derived.
 DO6170
 DO6170_MARKER: DD = SURVEY DISK
 DO6170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6170_STAMPING: 9D33 2010
 DO6170_MARK LOGO: WIDT
 DO6170_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6170+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2012
 DO6170
 DO6170  HISTORY     - Date     Condition        Report By
 DO6170  HISTORY     - 2010     MONUMENTED       WIDT
 DO6170  HISTORY     - 20120713 GOOD             WIDT
 DO6170
 DO6170                          STATION DESCRIPTION
 DO6170
 DO6170'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6170'THE STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) NORTH-NORTHEAST OF
 DO6170'OULU, 8.4 MI (13.5 KM) WEST-SOUTHWEST OF HERBSTER AND 1.5 MI (2.4 KM)
 DO6170'WEST OF PORT WING.
 DO6170'
 DO6170'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6170'HIGHWAY A LOCATED IN THE TOWN OF PORT WING, GO WEST ON STATE HIGHWAY
 DO6170'13 FOR 1.3 MI (2.1 KM) TO QUARRY POINT ROAD ON THE RIGHT.  CONTINUE
 DO6170'WEST ON STATE HIGHWAY 13 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DO6170'RIGHT.
 DO6170'
 DO6170'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6170'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6170'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO6170'INCHES) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DO6170'PAVEMENT.  THE STATION IS 13.7 M (44.9 FT) NORTH OF THE CENTERLINE OF
 DO6170'STATE HIGHWAY 13, 42.2 M (138.5 FT) NORTHWEST OF A POWER POLE --966
 DO6170'31-46/94--, 38 M (124.7 FT) EAST OF THE CENTER OF A GRAVEL FIELD
 DO6170'ENTRANCE, 36.8 M (120.7 FT) NORTHEAST OF A POWER POLE --967
 DO6170'31-43/94--, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6170'ORANGE 4X4 GUARD POSTS.
 DO6170'
 DO6170'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6170'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6134 ***********************************************************************
 DO6134  DESIGNATION -  9D34
 DO6134  PID         -  DO6134
 DO6134  STATE/COUNTY-  WI/BAYFIELD
 DO6134  COUNTRY     -  US
 DO6134  USGS QUAD   -  HERBSTER (2018)
 DO6134
 DO6134                         *CURRENT SURVEY CONTROL
 DO6134  ______________________________________________________________________
 DO6134* NAD 83(1986) POSITION- 46 46 57.9    (N) 091 22 25.1    (W)   HD_HELD2
 DO6134* NAVD 88 ORTHO HEIGHT -   186.640 (meters)      612.33  (feet) ADJUSTED
 DO6134  ______________________________________________________________________
 DO6134  GEOID HEIGHT    -        -30.513 (meters)                     GEOID18
 DO6134  DYNAMIC HEIGHT  -        186.651 (meters)      612.37  (feet) COMP
 DO6134  MODELED GRAVITY -    980,668.3   (mgal)                       NAVD 88
 DO6134
 DO6134  VERT ORDER      -  SECOND    CLASS I
 DO6134
 DO6134.The horizontal coordinates were established by autonomous hand held GPS
 DO6134.observations and have an estimated accuracy of +/- 10 meters.
 DO6134
 DO6134.The orthometric height was determined by differential leveling and
 DO6134.adjusted by the NATIONAL GEODETIC SURVEY
 DO6134.in February 2017.
 DO6134
 DO6134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6134.GEOID18 height accuracy estimate available here.
 DO6134
 DO6134.Click photographs - Photos may exist for this station.
 DO6134
 DO6134.The dynamic height is computed by dividing the NAVD 88
 DO6134.geopotential number by the normal gravity value computed on the
 DO6134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6134.degrees latitude (g = 980.6199 gals.).
 DO6134
 DO6134.The modeled gravity was interpolated from observed gravity values.
 DO6134
 DO6134;                    North         East    Units  Estimated Accuracy
 DO6134;SPC WI N     -   180,533.      495,109.      MT  (+/- 10 meters HH2 GPS)
 DO6134
 DO6134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2414482306(NAD 83)
 DO6134
 DO6134                          SUPERSEDED SURVEY CONTROL
 DO6134
 DO6134  NAVD 88 (07/25/13)  186.657  (m)          612.39   (f) SUPERSEDED  2 1
 DO6134
 DO6134.Superseded values are not recommended for survey control.
 DO6134
 DO6134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6134.See file dsdata.pdf to determine how the superseded data were derived.
 DO6134
 DO6134_MARKER: DD = SURVEY DISK
 DO6134_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6134_SP_SET: BRIDGE ABUTMENT
 DO6134_STAMPING: 9D34 2011
 DO6134_MARK LOGO: WIDT
 DO6134_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6134+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DO6134
 DO6134  HISTORY     - Date     Condition        Report By
 DO6134  HISTORY     - 2011     MONUMENTED       WIDT
 DO6134  HISTORY     - 20120702 GOOD             WIDT
 DO6134
 DO6134                          STATION DESCRIPTION
 DO6134
 DO6134'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6134'THE STATION IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTHEAST OF OULU, 6.4
 DO6134'MI (10.3 KM) WEST-SOUTHWEST OF HERBSTER AND 0.8 MI (1.3 KM) NORTHEAST
 DO6134'OF PORT WING.
 DO6134'
 DO6134'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6134'HIGHWAY A IN THE TOWN OF PORT WING, GO EAST THEN NORTHEAST ON STATE
 DO6134'HIGHWAY 13 FOR 0.9 MI (1.4 KM) TO A BRIDGE OVER THE FLAG RIVER AND THE
 DO6134'STATION ON THE RIGHT.
 DO6134'
 DO6134'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6134'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6134'THE EAST END OF THE NORTH ABUTMENT OF THE BRIDGE B-4-62-92,
 DO6134'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.4 M
 DO6134'(21.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 13, 19.3 M
 DO6134'(63.3 FT) NORTHEAST OF AN EXPANSION JOINT AND 1.0 M (3.3 FT) SOUTHWEST
 DO6134'OF A WHITE PLASTIC WITNESS POST.
 DO6134'
 DO6134'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE EAST AND SOUTHEAST
 DO6134'EXTENDING HIGHER THAN 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6135 ***********************************************************************
 DO6135  DESIGNATION -  9D35
 DO6135  PID         -  DO6135
 DO6135  STATE/COUNTY-  WI/BAYFIELD
 DO6135  COUNTRY     -  US
 DO6135  USGS QUAD   -  HERBSTER (2018)
 DO6135
 DO6135                         *CURRENT SURVEY CONTROL
 DO6135  ______________________________________________________________________
 DO6135* NAD 83(1986) POSITION- 46 48 09.1    (N) 091 21 03.5    (W)   HD_HELD2
 DO6135* NAVD 88 ORTHO HEIGHT -   218.909 (meters)      718.20  (feet) ADJUSTED
 DO6135  ______________________________________________________________________
 DO6135  GEOID HEIGHT    -        -30.609 (meters)                     GEOID18
 DO6135  DYNAMIC HEIGHT  -        218.923 (meters)      718.25  (feet) COMP
 DO6135  MODELED GRAVITY -    980,671.3   (mgal)                       NAVD 88
 DO6135
 DO6135  VERT ORDER      -  SECOND    CLASS I
 DO6135
 DO6135.The horizontal coordinates were established by autonomous hand held GPS
 DO6135.observations and have an estimated accuracy of +/- 10 meters.
 DO6135
 DO6135.The orthometric height was determined by differential leveling and
 DO6135.adjusted by the NATIONAL GEODETIC SURVEY
 DO6135.in February 2017.
 DO6135
 DO6135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6135.GEOID18 height accuracy estimate available here.
 DO6135
 DO6135.Click photographs - Photos may exist for this station.
 DO6135
 DO6135.The dynamic height is computed by dividing the NAVD 88
 DO6135.geopotential number by the normal gravity value computed on the
 DO6135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6135.degrees latitude (g = 980.6199 gals.).
 DO6135
 DO6135.The modeled gravity was interpolated from observed gravity values.
 DO6135
 DO6135;                    North         East    Units  Estimated Accuracy
 DO6135;SPC WI N     -   182,702.      496,877.      MT  (+/- 10 meters HH2 GPS)
 DO6135
 DO6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2582884540(NAD 83)
 DO6135
 DO6135                          SUPERSEDED SURVEY CONTROL
 DO6135
 DO6135  NAVD 88 (07/25/13)  218.926  (m)          718.26   (f) SUPERSEDED  2 1
 DO6135
 DO6135.Superseded values are not recommended for survey control.
 DO6135
 DO6135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6135.See file dsdata.pdf to determine how the superseded data were derived.
 DO6135
 DO6135_MARKER: DD = SURVEY DISK
 DO6135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6135_STAMPING: 9D35 2010
 DO6135_MARK LOGO: WIDT
 DO6135_PROJECTION: FLUSH
 DO6135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6135+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DO6135
 DO6135  HISTORY     - Date     Condition        Report By
 DO6135  HISTORY     - 2010     MONUMENTED       WIDT
 DO6135  HISTORY     - 20120702 GOOD             WIDT
 DO6135
 DO6135                          STATION DESCRIPTION
 DO6135
 DO6135'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6135'THE STATION IS LOCATED ABOUT 12.3 MI (19.8 KM) WEST-SOUTHWEST OF
 DO6135'CORNUCOPIA, 4.8 MI (7.7 KM) WEST-SOUTHWEST OF HERBSTER AND 2.5 MI (4.0
 DO6135'KM) NORTHEAST OF PORT WING.
 DO6135'
 DO6135'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6135'HIGHWAY A IN THE TOWN OF PORT WING, GO EAST THEN NORTHEAST ON STATE
 DO6135'HIGHWAY 13 FOR 1.5 MI (2.4 KM) TO LAKEVIEW ROAD ON THE LEFT AND TOUVE
 DO6135'ROAD ON THE RIGHT.  CONTINUE NORTHEAST ON STATE HIGHWAY 13 FOR 1.15 MI
 DO6135'(1.9 KM) TO THE STATION ON THE RIGHT.
 DO6135'
 DO6135'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6135'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6135'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6135'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6135'IS 16.8 M (55.1 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 13,
 DO6135'168 M (551.2 FT) NORTHEAST OF A PRIVATE DRIVE -10650-, 153 M (502.0
 DO6135'FT) SOUTHWEST OF A --ADOPT-A-HIGHWAY-- SIGN, 7 M (23.0 FT) SOUTHWEST
 DO6135'OF A GRAVEL ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6135'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6135'
 DO6135'NOTE-THIS STATION IS CURRENTLY OBSTRUCTED BY TREES TO THE EAST
 DO6135'EXTENDING TO 30 DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTH
 DO6135'EXTENDING HIGHER THAN 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6136 ***********************************************************************
 DO6136  DESIGNATION -  9D36
 DO6136  PID         -  DO6136
 DO6136  STATE/COUNTY-  WI/BAYFIELD
 DO6136  COUNTRY     -  US
 DO6136  USGS QUAD   -  HERBSTER (2018)
 DO6136
 DO6136                         *CURRENT SURVEY CONTROL
 DO6136  ______________________________________________________________________
 DO6136* NAD 83(1986) POSITION- 46 49 00.1    (N) 091 19 14.8    (W)   HD_HELD2
 DO6136* NAVD 88 ORTHO HEIGHT -   249.357 (meters)      818.10  (feet) ADJUSTED
 DO6136  ______________________________________________________________________
 DO6136  GEOID HEIGHT    -        -30.718 (meters)                     GEOID18
 DO6136  DYNAMIC HEIGHT  -        249.371 (meters)      818.14  (feet) COMP
 DO6136  MODELED GRAVITY -    980,666.0   (mgal)                       NAVD 88
 DO6136
 DO6136  VERT ORDER      -  SECOND    CLASS I
 DO6136
 DO6136.The horizontal coordinates were established by autonomous hand held GPS
 DO6136.observations and have an estimated accuracy of +/- 10 meters.
 DO6136
 DO6136.The orthometric height was determined by differential leveling and
 DO6136.adjusted by the NATIONAL GEODETIC SURVEY
 DO6136.in February 2017.
 DO6136
 DO6136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6136.GEOID18 height accuracy estimate available here.
 DO6136
 DO6136.Click photographs - Photos may exist for this station.
 DO6136
 DO6136.The dynamic height is computed by dividing the NAVD 88
 DO6136.geopotential number by the normal gravity value computed on the
 DO6136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6136.degrees latitude (g = 980.6199 gals.).
 DO6136
 DO6136.The modeled gravity was interpolated from observed gravity values.
 DO6136
 DO6136;                    North         East    Units  Estimated Accuracy
 DO6136;SPC WI N     -   184,238.      499,208.      MT  (+/- 10 meters HH2 GPS)
 DO6136
 DO6136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2809886163(NAD 83)
 DO6136
 DO6136                          SUPERSEDED SURVEY CONTROL
 DO6136
 DO6136  NAVD 88 (07/25/13)  249.373  (m)          818.15   (f) SUPERSEDED  2 1
 DO6136
 DO6136.Superseded values are not recommended for survey control.
 DO6136
 DO6136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6136.See file dsdata.pdf to determine how the superseded data were derived.
 DO6136
 DO6136_MARKER: DD = SURVEY DISK
 DO6136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6136_STAMPING: 9D36 2010
 DO6136_MARK LOGO: WIDT
 DO6136_PROJECTION: FLUSH
 DO6136_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6136+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DO6136
 DO6136  HISTORY     - Date     Condition        Report By
 DO6136  HISTORY     - 2010     MONUMENTED       WIDT
 DO6136  HISTORY     - 20120702 GOOD             WIDT
 DO6136
 DO6136                          STATION DESCRIPTION
 DO6136
 DO6136'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6136'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) WEST-SOUTHWEST OF
 DO6136'CORNUCOPIA, 4.3 MI (6.9 KM) NORTHEAST OF PORT WING AND 3.0 MI (4.8 KM)
 DO6136'WEST-SOUTHWEST OF HERBSTER.
 DO6136'
 DO6136'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6136'HIGHWAY A IN THE TOWN OF PORT WING, GO EAST THEN NORTHEAST ON STATE
 DO6136'HIGHWAY 13 FOR 3.9 MI (6.3 KM) TO FIREPLACE ROAD ON THE RIGHT.
 DO6136'CONTINUE NORTHEAST ON STATE HIGHWAY 13 FOR 0.55 MI (0.9 KM) TO THE
 DO6136'STATION ON THE RIGHT.
 DO6136'
 DO6136'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6136'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6136'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6136'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO6136'IS 15.0 M (49.2 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 13,
 DO6136'59.0 M (193.6 FT) EAST-NORTHEAST OF A POWER POLE, 13 M (42.7 FT)
 DO6136'SOUTHWEST OF THE EXTENDED CENTER OF A PRIVATE DRIVE -11930-, 7 M (23.0
 DO6136'FT) SOUTHWEST OF THE CENTER OF A GRAVEL TRAIL ENTRANCE, AND LOCATED IN
 DO6136'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6136'
 DO6136'NOTE-THIS STATION IS ABOUT 45 FT (13.7 M) NORTH OF A TREE LINE
 DO6136'EXTENDING HIGHER THAN 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6138 ***********************************************************************
 DO6138  DESIGNATION -  9D37
 DO6138  PID         -  DO6138
 DO6138  STATE/COUNTY-  WI/BAYFIELD
 DO6138  COUNTRY     -  US
 DO6138  USGS QUAD   -  HERBSTER (2018)
 DO6138
 DO6138                         *CURRENT SURVEY CONTROL
 DO6138  ______________________________________________________________________
 DO6138* NAD 83(1986) POSITION- 46 49 57.6    (N) 091 15 59.2    (W)   HD_HELD2
 DO6138* NAVD 88 ORTHO HEIGHT -   185.865 (meters)      609.79  (feet) ADJUSTED
 DO6138  ______________________________________________________________________
 DO6138  GEOID HEIGHT    -        -30.897 (meters)                     GEOID18
 DO6138  DYNAMIC HEIGHT  -        185.876 (meters)      609.83  (feet) COMP
 DO6138  MODELED GRAVITY -    980,670.4   (mgal)                       NAVD 88
 DO6138
 DO6138  VERT ORDER      -  SECOND    CLASS I
 DO6138
 DO6138.The horizontal coordinates were established by autonomous hand held GPS
 DO6138.observations and have an estimated accuracy of +/- 10 meters.
 DO6138
 DO6138.The orthometric height was determined by differential leveling and
 DO6138.adjusted by the NATIONAL GEODETIC SURVEY
 DO6138.in February 2017.
 DO6138
 DO6138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6138.GEOID18 height accuracy estimate available here.
 DO6138
 DO6138.Click photographs - Photos may exist for this station.
 DO6138
 DO6138.The dynamic height is computed by dividing the NAVD 88
 DO6138.geopotential number by the normal gravity value computed on the
 DO6138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6138.degrees latitude (g = 980.6199 gals.).
 DO6138
 DO6138.The modeled gravity was interpolated from observed gravity values.
 DO6138
 DO6138;                    North         East    Units  Estimated Accuracy
 DO6138;SPC WI N     -   185,946.      503,382.      MT  (+/- 10 meters HH2 GPS)
 DO6138
 DO6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3220488028(NAD 83)
 DO6138
 DO6138                          SUPERSEDED SURVEY CONTROL
 DO6138
 DO6138  NAVD 88 (07/25/13)  185.882  (m)          609.85   (f) SUPERSEDED  2 1
 DO6138
 DO6138.Superseded values are not recommended for survey control.
 DO6138
 DO6138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6138.See file dsdata.pdf to determine how the superseded data were derived.
 DO6138
 DO6138_MARKER: DD = SURVEY DISK
 DO6138_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6138_SP_SET: BRIDGE ABUTMENT
 DO6138_STAMPING: 9D37 2010
 DO6138_MARK LOGO: WIDT
 DO6138_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6138+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2012
 DO6138
 DO6138  HISTORY     - Date     Condition        Report By
 DO6138  HISTORY     - 2011     MONUMENTED       WIDT
 DO6138  HISTORY     - 20120701 GOOD             WIDT
 DO6138
 DO6138                          STATION DESCRIPTION
 DO6138
 DO6138'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6138'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF CORNUCOPIA, 7.0
 DO6138'MI (11.3 KM) NORTHEAST OF PORT WING, AND JUST WEST OF HERBSTER.
 DO6138'
 DO6138'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6138'HIGHWAY A IN THE TOWN OF PORT WING, GO EAST THEN NORTHEAST ON STATE
 DO6138'HIGHWAY 13 FOR 5.2 MI (8.4 KM) TO OLD 13 ON THE RIGHT.  CONTINUE
 DO6138'NORTHEAST ON STATE HIGHWAY 13 FOR 2.1 MI (3.4 KM) TO A BRIDGE OVER THE
 DO6138'CRANBERRY RIVER AND THE STATION ON THE LEFT.
 DO6138'
 DO6138'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6138'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6138'THE NORTH END OF THE EAST ABUTMENT OF THE BRIDGE B-4-61-92,
 DO6138'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.0 M
 DO6138'(19.7 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 13, 21.6 M (70.9
 DO6138'FT) EAST OF AN EXPANSION JOINT AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE
 DO6138'PLASTIC WITNESS POST.
 DO6138'
 DO6138'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6138'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6139 ***********************************************************************
 DO6139  DESIGNATION -  9D38
 DO6139  PID         -  DO6139
 DO6139  STATE/COUNTY-  WI/BAYFIELD
 DO6139  COUNTRY     -  US
 DO6139  USGS QUAD   -  BARK BAY (2018)
 DO6139
 DO6139                         *CURRENT SURVEY CONTROL
 DO6139  ______________________________________________________________________
 DO6139* NAD 83(1986) POSITION- 46 49 56.0    (N) 091 14 27.8    (W)   HD_HELD2
 DO6139* NAVD 88 ORTHO HEIGHT -   195.055 (meters)      639.94  (feet) ADJUSTED
 DO6139  ______________________________________________________________________
 DO6139  GEOID HEIGHT    -        -30.967 (meters)                     GEOID18
 DO6139  DYNAMIC HEIGHT  -        195.067 (meters)      639.98  (feet) COMP
 DO6139  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 DO6139
 DO6139  VERT ORDER      -  SECOND    CLASS I
 DO6139
 DO6139.The horizontal coordinates were established by autonomous hand held GPS
 DO6139.observations and have an estimated accuracy of +/- 10 meters.
 DO6139
 DO6139.The orthometric height was determined by differential leveling and
 DO6139.adjusted by the NATIONAL GEODETIC SURVEY
 DO6139.in February 2017.
 DO6139
 DO6139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6139.GEOID18 height accuracy estimate available here.
 DO6139
 DO6139.Click photographs - Photos may exist for this station.
 DO6139
 DO6139.The dynamic height is computed by dividing the NAVD 88
 DO6139.geopotential number by the normal gravity value computed on the
 DO6139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6139.degrees latitude (g = 980.6199 gals.).
 DO6139
 DO6139.The modeled gravity was interpolated from observed gravity values.
 DO6139
 DO6139;                    North         East    Units  Estimated Accuracy
 DO6139;SPC WI N     -   185,866.      505,318.      MT  (+/- 10 meters HH2 GPS)
 DO6139
 DO6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3414188021(NAD 83)
 DO6139
 DO6139                          SUPERSEDED SURVEY CONTROL
 DO6139
 DO6139  NAVD 88 (07/25/13)  195.072  (m)          640.00   (f) SUPERSEDED  2 1
 DO6139
 DO6139.Superseded values are not recommended for survey control.
 DO6139
 DO6139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6139.See file dsdata.pdf to determine how the superseded data were derived.
 DO6139
 DO6139_MARKER: DD = SURVEY DISK
 DO6139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6139_STAMPING: 9D38 2010
 DO6139_MARK LOGO: WIDT
 DO6139_PROJECTION: FLUSH
 DO6139_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6139+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2012
 DO6139
 DO6139  HISTORY     - Date     Condition        Report By
 DO6139  HISTORY     - 2010     MONUMENTED       WIDT
 DO6139  HISTORY     - 20120701 GOOD             WIDT
 DO6139
 DO6139                          STATION DESCRIPTION
 DO6139
 DO6139'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6139'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF PORT
 DO6139'WING, 6.8 MI (10.9 KM) WEST-SOUTHWEST OF CORNUCOPIA AND 0.9 MI (1.4
 DO6139'KM) EAST OF HERBSTER.
 DO6139'
 DO6139'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6139'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6139'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO SOUTHWEST THEN
 DO6139'WEST ON STATE HIGHWAY 13 FOR 6.9 MI (11.1 KM) TO HESSE ROAD ON THE
 DO6139'RIGHT.  CONTINUE WEST ON STATE HIGHWAY 13 FOR 0.2 MI (0.3 KM) TO THE
 DO6139'STATION ON THE LEFT.
 DO6139'
 DO6139'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6139'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6139'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6139'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DO6139'THE STATION IS 17.1 M (56.1 FT) SOUTH OF THE CENTERLINE OF STATE
 DO6139'HIGHWAY 13, 83 M (272.3 FT) WEST OF THE CENTER OF A PRIVATE DRIVE
 DO6139'-15885-, 52.5 M (172.2 FT) SOUTHWEST OF A POWER POLE --587 4-81/04--,
 DO6139'9 M (29.5 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE DRIVE -15830-,
 DO6139'2.5 M (8.2 FT) NORTH OF A WOOD FENCE LINE, AND LOCATED IN THE CENTER
 DO6139'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6139'
 DO6139'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6139'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6141 ***********************************************************************
 DO6141  DESIGNATION -  9D39
 DO6141  PID         -  DO6141
 DO6141  STATE/COUNTY-  WI/BAYFIELD
 DO6141  COUNTRY     -  US
 DO6141  USGS QUAD   -  BARK BAY (2018)
 DO6141
 DO6141                         *CURRENT SURVEY CONTROL
 DO6141  ______________________________________________________________________
 DO6141* NAD 83(1986) POSITION- 46 50 41.4    (N) 091 09 30.5    (W)   HD_HELD2
 DO6141* NAVD 88 ORTHO HEIGHT -   209.469 (meters)      687.23  (feet) ADJUSTED
 DO6141  ______________________________________________________________________
 DO6141  GEOID HEIGHT    -        -31.143 (meters)                     GEOID18
 DO6141  DYNAMIC HEIGHT  -        209.482 (meters)      687.28  (feet) COMP
 DO6141  MODELED GRAVITY -    980,671.8   (mgal)                       NAVD 88
 DO6141
 DO6141  VERT ORDER      -  SECOND    CLASS I
 DO6141
 DO6141.The horizontal coordinates were established by autonomous hand held GPS
 DO6141.observations and have an estimated accuracy of +/- 10 meters.
 DO6141
 DO6141.The orthometric height was determined by differential leveling and
 DO6141.adjusted by the NATIONAL GEODETIC SURVEY
 DO6141.in February 2017.
 DO6141
 DO6141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6141.GEOID18 height accuracy estimate available here.
 DO6141
 DO6141.Click photographs - Photos may exist for this station.
 DO6141
 DO6141.The dynamic height is computed by dividing the NAVD 88
 DO6141.geopotential number by the normal gravity value computed on the
 DO6141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6141.degrees latitude (g = 980.6199 gals.).
 DO6141
 DO6141.The modeled gravity was interpolated from observed gravity values.
 DO6141
 DO6141;                    North         East    Units  Estimated Accuracy
 DO6141;SPC WI N     -   187,172.      511,638.      MT  (+/- 10 meters HH2 GPS)
 DO6141
 DO6141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4040689567(NAD 83)
 DO6141
 DO6141                          SUPERSEDED SURVEY CONTROL
 DO6141
 DO6141  NAVD 88 (07/25/13)  209.485  (m)          687.29   (f) SUPERSEDED  2 1
 DO6141
 DO6141.Superseded values are not recommended for survey control.
 DO6141
 DO6141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6141.See file dsdata.pdf to determine how the superseded data were derived.
 DO6141
 DO6141_MARKER: DD = SURVEY DISK
 DO6141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6141_STAMPING: 9D39 2010
 DO6141_MARK LOGO: WIDT
 DO6141_PROJECTION: FLUSH
 DO6141_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6141+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2012
 DO6141
 DO6141  HISTORY     - Date     Condition        Report By
 DO6141  HISTORY     - 2010     MONUMENTED       WIDT
 DO6141  HISTORY     - 20120630 GOOD             WIDT
 DO6141
 DO6141                          STATION DESCRIPTION
 DO6141
 DO6141'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6141'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) EAST-NORTHEAST OF PORT
 DO6141'WING, 4.9 MI (7.9 KM) EAST OF HERBSTER AND 2.8 MI (4.5 KM)
 DO6141'WEST-SOUTHWEST OF CORNUCOPIA.
 DO6141'
 DO6141'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6141'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6141'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO SOUTHWEST THEN
 DO6141'WEST ON STATE HIGHWAY 13 FOR 2.25 MI (3.6 KM) TO ROMAN'S POINT ROAD ON
 DO6141'THE RIGHT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 13 FOR 0.45 MI (0.7
 DO6141'KM) TO THE STATION ON THE RIGHT.
 DO6141'
 DO6141'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6141'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6141'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6141'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6141'PAVEMENT.  THE STATION IS 13.6 M (44.6 FT) NORTHWEST OF THE CENTERLINE
 DO6141'OF STATE HIGHWAY 13, 211 M (692.3 FT) NORTHEAST OF THE EXTENDED
 DO6141'CENTERLINE OF NORTH STONE ROAD, 178 M (584.0 FT) SOUTHWEST OF A --NO
 DO6141'PASSING ZONE-- SIGN, 154 M (505.2 FT) NORTHEAST OF THE CENTER OF A
 DO6141'PRIVATE DRIVE -19770-, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6141'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6141'
 DO6141'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6141'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING
 DO6141'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6142 ***********************************************************************
 DO6142  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DO6142  DESIGNATION -  9D40
 DO6142  PID         -  DO6142
 DO6142  STATE/COUNTY-  WI/BAYFIELD
 DO6142  COUNTRY     -  US
 DO6142  USGS QUAD   -  CORNUCOPIA (2018)
 DO6142
 DO6142                         *CURRENT SURVEY CONTROL
 DO6142  ______________________________________________________________________
 DO6142* NAD 83(1986) POSITION- 46 50 49.5    (N) 091 07 06.3    (W)   HD_HELD2
 DO6142* NAVD 88 ORTHO HEIGHT -   190.049 (meters)      623.52  (feet) ADJUSTED
 DO6142  ______________________________________________________________________
 DO6142  GEOID HEIGHT    -        -31.213 (meters)                     GEOID18
 DO6142  DYNAMIC HEIGHT  -        190.062 (meters)      623.56  (feet) COMP
 DO6142  MODELED GRAVITY -    980,679.3   (mgal)                       NAVD 88
 DO6142
 DO6142  VERT ORDER      -  SECOND    CLASS I
 DO6142
 DO6142.The horizontal coordinates were established by autonomous hand held GPS
 DO6142.observations and have an estimated accuracy of +/- 10 meters.
 DO6142
 DO6142.The orthometric height was determined by differential leveling and
 DO6142.adjusted by the NATIONAL GEODETIC SURVEY
 DO6142.in February 2017.
 DO6142
 DO6142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6142.GEOID18 height accuracy estimate available here.
 DO6142
 DO6142.This Water Level Mark is designated as VM 23888
 DO6142.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DO6142
 DO6142.Click photographs - Photos may exist for this station.
 DO6142
 DO6142.The dynamic height is computed by dividing the NAVD 88
 DO6142.geopotential number by the normal gravity value computed on the
 DO6142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6142.degrees latitude (g = 980.6199 gals.).
 DO6142
 DO6142.The modeled gravity was interpolated from observed gravity values.
 DO6142
 DO6142;                    North         East    Units  Estimated Accuracy
 DO6142;SPC WI N     -   187,379.      514,697.      MT  (+/- 10 meters HH2 GPS)
 DO6142
 DO6142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4345489889(NAD 83)
 DO6142
 DO6142                          SUPERSEDED SURVEY CONTROL
 DO6142
 DO6142  NAVD 88 (07/25/13)  190.065  (m)          623.57   (f) SUPERSEDED  2 1
 DO6142
 DO6142.Superseded values are not recommended for survey control.
 DO6142
 DO6142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6142.See file dsdata.pdf to determine how the superseded data were derived.
 DO6142
 DO6142_MARKER: DD = SURVEY DISK
 DO6142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6142_STAMPING: 9D40 2010
 DO6142_MARK LOGO: WIDT
 DO6142_PROJECTION: FLUSH
 DO6142_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6142+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2012
 DO6142
 DO6142  HISTORY     - Date     Condition        Report By
 DO6142  HISTORY     - 2010     MONUMENTED       WIDT
 DO6142  HISTORY     - 20120630 GOOD             WIDT
 DO6142
 DO6142                          STATION DESCRIPTION
 DO6142
 DO6142'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6142'THE STATION IS LOCATED ABOUT 13.7 MI (22.0 KM) EAST-NORTHEAST OF PORT
 DO6142'WING, 6.8 MI (10.9 KM) EAST OF HERBSTER AND 0.9 MI (1.4 KM)
 DO6142'WEST-SOUTHWEST OF CORNUCOPIA.
 DO6142'
 DO6142'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6142'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6142'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO SOUTHWEST ON
 DO6142'STATE HIGHWAY 13 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT.
 DO6142'
 DO6142'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6142'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6142'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6142'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DO6142'PAVEMENT.  THE STATION IS 10.5 M (34.4 FT) SOUTHEAST OF THE CENTERLINE
 DO6142'OF STATE HIGHWAY 13, 72 M (236.2 FT) NORTHEAST OF THE CENTERLINE OF
 DO6142'OLD HIGHWAY 13 ROAD, 37.9 M (124.3 FT) NORTH OF A TELEPHONE JUNCTION
 DO6142'BOX --CN D 16--, 36.2 M (118.8 FT) NORTHEAST OF A POWER POLE WITH TWO
 DO6142'GUY WIRES, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6142'WHITE PLASTIC WITNESS POSTS.
 DO6142'
 DO6142'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6142'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING TO
 DO6142'30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6143 ***********************************************************************
 DO6143  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DO6143  DESIGNATION -  9D41
 DO6143  PID         -  DO6143
 DO6143  STATE/COUNTY-  WI/BAYFIELD
 DO6143  COUNTRY     -  US
 DO6143  USGS QUAD   -  CORNUCOPIA (2018)
 DO6143
 DO6143                         *CURRENT SURVEY CONTROL
 DO6143  ______________________________________________________________________
 DO6143* NAD 83(1986) POSITION- 46 51 24.87   (N) 091 06 06.23   (W)   HD_HELD1
 DO6143* NAVD 88 ORTHO HEIGHT -   185.485 (meters)      608.55  (feet) ADJUSTED
 DO6143  ______________________________________________________________________
 DO6143  GEOID HEIGHT    -        -31.221 (meters)                     GEOID18
 DO6143  DYNAMIC HEIGHT  -        185.499 (meters)      608.59  (feet) COMP
 DO6143  MODELED GRAVITY -    980,683.8   (mgal)                       NAVD 88
 DO6143
 DO6143  VERT ORDER      -  SECOND    CLASS I
 DO6143
 DO6143.The horizontal coordinates were determined by differentially corrected
 DO6143.hand held GPS observations or other comparable positioning techniques
 DO6143.and have an estimated accuracy of +/- 3 meters.
 DO6143
 DO6143.The orthometric height was determined by differential leveling and
 DO6143.adjusted by the NATIONAL GEODETIC SURVEY
 DO6143.in February 2017.
 DO6143
 DO6143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6143.GEOID18 height accuracy estimate available here.
 DO6143
 DO6143.This Water Level Mark is designated as VM 23884
 DO6143.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DO6143
 DO6143.Click photographs - Photos may exist for this station.
 DO6143
 DO6143.The dynamic height is computed by dividing the NAVD 88
 DO6143.geopotential number by the normal gravity value computed on the
 DO6143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6143.degrees latitude (g = 980.6199 gals.).
 DO6143
 DO6143.The modeled gravity was interpolated from observed gravity values.
 DO6143
 DO6143;                    North         East    Units  Estimated Accuracy
 DO6143;SPC WI N     -   188,452.9     515,984.5     MT  (+/- 3 meters HH1 GPS) 
 DO6143
 DO6143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4470091012(NAD 83)
 DO6143
 DO6143                          SUPERSEDED SURVEY CONTROL
 DO6143
 DO6143  NAVD 88 (07/25/13)  185.502  (m)          608.60   (f) SUPERSEDED  2 1
 DO6143
 DO6143.Superseded values are not recommended for survey control.
 DO6143
 DO6143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6143.See file dsdata.pdf to determine how the superseded data were derived.
 DO6143
 DO6143_MARKER: DD = SURVEY DISK
 DO6143_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6143_SP_SET: BRIDGE ABUTMENT
 DO6143_STAMPING: 9D41 2010
 DO6143_MARK LOGO: WIDT
 DO6143_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6143+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DO6143
 DO6143  HISTORY     - Date     Condition        Report By
 DO6143  HISTORY     - 2011     MONUMENTED       WIDT
 DO6143  HISTORY     - 20120629 GOOD             WIDT
 DO6143
 DO6143                          STATION DESCRIPTION
 DO6143
 DO6143'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6143'THE STATION IS LOCATED IN CORNUCOPIA, ABOUT 13.8 MI (22.2 KM)
 DO6143'WEST-NORTHWEST OF BAYFIELD AND 7.7 MI (12.4 KM) EAST-NORTHEAST OF
 DO6143'HERBSTER.
 DO6143'
 DO6143'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6143'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6143'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO NORTHEAST ON
 DO6143'STATE HIGHWAY 13 FOR 0.3 MI (0.5 KM) TO A BRIDGE OVER THE SISKIWIT
 DO6143'RIVER AND THE STATION ON THE RIGHT.
 DO6143'
 DO6143'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6143'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6143'THE EAST END OF THE SOUTH ABUTMENT OF THE BRIDGE -B-4-63-92-,
 DO6143'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 5.9 M
 DO6143'(19.4 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 13, 23.9 M
 DO6143'(78.4 FT) SOUTHWEST OF AN EXPANSION JOINT, AND 1 M (3.3 FT) NORTHEAST
 DO6143'OF A WHITE PLASTIC WITNESS POST.
 DO6143'
 DO6143'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6143'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH-SOUTHEAST
 DO6143'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6144 ***********************************************************************
 DO6144  DESIGNATION -  9D42
 DO6144  PID         -  DO6144
 DO6144  STATE/COUNTY-  WI/BAYFIELD
 DO6144  COUNTRY     -  US
 DO6144  USGS QUAD   -  CORNUCOPIA (2018)
 DO6144
 DO6144                         *CURRENT SURVEY CONTROL
 DO6144  ______________________________________________________________________
 DO6144* NAD 83(1986) POSITION- 46 51 37.8    (N) 091 04 55.0    (W)   HD_HELD2
 DO6144* NAVD 88 ORTHO HEIGHT -   231.088 (meters)      758.16  (feet) ADJUSTED
 DO6144  ______________________________________________________________________
 DO6144  GEOID HEIGHT    -        -31.239 (meters)                     GEOID18
 DO6144  DYNAMIC HEIGHT  -        231.106 (meters)      758.22  (feet) COMP
 DO6144  MODELED GRAVITY -    980,683.2   (mgal)                       NAVD 88
 DO6144
 DO6144  VERT ORDER      -  SECOND    CLASS I
 DO6144
 DO6144.The horizontal coordinates were established by autonomous hand held GPS
 DO6144.observations and have an estimated accuracy of +/- 10 meters.
 DO6144
 DO6144.The orthometric height was determined by differential leveling and
 DO6144.adjusted by the NATIONAL GEODETIC SURVEY
 DO6144.in February 2017.
 DO6144
 DO6144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6144.GEOID18 height accuracy estimate available here.
 DO6144
 DO6144.Click photographs - Photos may exist for this station.
 DO6144
 DO6144.The dynamic height is computed by dividing the NAVD 88
 DO6144.geopotential number by the normal gravity value computed on the
 DO6144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6144.degrees latitude (g = 980.6199 gals.).
 DO6144
 DO6144.The modeled gravity was interpolated from observed gravity values.
 DO6144
 DO6144;                    North         East    Units  Estimated Accuracy
 DO6144;SPC WI N     -   188,831.      517,499.      MT  (+/- 10 meters HH2 GPS)
 DO6144
 DO6144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4619891448(NAD 83)
 DO6144
 DO6144                          SUPERSEDED SURVEY CONTROL
 DO6144
 DO6144  NAVD 88 (07/25/13)  231.105  (m)          758.22   (f) SUPERSEDED  2 1
 DO6144
 DO6144.Superseded values are not recommended for survey control.
 DO6144
 DO6144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6144.See file dsdata.pdf to determine how the superseded data were derived.
 DO6144
 DO6144_MARKER: DD = SURVEY DISK
 DO6144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6144_STAMPING: 9D42 2011
 DO6144_MARK LOGO: WIDT
 DO6144_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6144+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2014
 DO6144
 DO6144  HISTORY     - Date     Condition        Report By
 DO6144  HISTORY     - 2011     MONUMENTED       WIDT
 DO6144  HISTORY     - 20120629 GOOD             WIDT
 DO6144  HISTORY     - 20141014 GOOD             WIDT
 DO6144
 DO6144                          STATION DESCRIPTION
 DO6144
 DO6144'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6144'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) WEST-NORTHWEST OF
 DO6144'BAYFIELD, 8.7 MI (14.0 KM) EAST-NORTHEAST OF HERBSTER AND 1.0 MI (1.6
 DO6144'KM) EAST-NORTHEAST OF CORNUCOPIA.
 DO6144'
 DO6144'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6144'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6144'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO NORTHEAST THEN
 DO6144'EAST ON STATE HIGHWAY 13 FOR 1.1 MI (1.8 KM) TO WEST SPIRIT POINT ROAD
 DO6144'ON THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 13 FOR 0.3 MI (0.5 KM) TO
 DO6144'THE STATION ON THE RIGHT.
 DO6144'
 DO6144'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6144'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6144'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 4 CM (2
 DO6144'INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DO6144'THE HIGHWAY PAVEMENT.  THE STATION IS 13.3 M (43.6 FT) SOUTH OF THE
 DO6144'CENTERLINE OF STATE HIGHWAY 13, 45 M (147.6 FT) EAST OF THE EXTENDED
 DO6144'CENTER OF A PRIVATE DRIVE -23540-, 37.2 M (122.0 FT) EAST OF A
 DO6144'TELEPHONE JUNCTION BOX --5A 2--, 29.4 M (96.5 FT) SOUTH OF A POWER
 DO6144'POLE --414 26-51/08--, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6144'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6144'
 DO6144'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6144'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING
 DO6144'TO 25 DEGREES ABOVE THE HORIZON.
 DO6144
 DO6144                          STATION RECOVERY (2014)
 DO6144
 DO6144'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DO6144'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6145 ***********************************************************************
 DO6145  DESIGNATION -  9D43
 DO6145  PID         -  DO6145
 DO6145  STATE/COUNTY-  WI/BAYFIELD
 DO6145  COUNTRY     -  US
 DO6145  USGS QUAD   -  MAWIKWE BAY (2018)
 DO6145
 DO6145                         *CURRENT SURVEY CONTROL
 DO6145  ______________________________________________________________________
 DO6145* NAD 83(1986) POSITION- 46 52 34.8    (N) 091 03 38.2    (W)   HD_HELD2
 DO6145* NAVD 88 ORTHO HEIGHT -   196.112 (meters)      643.41  (feet) ADJUSTED
 DO6145  ______________________________________________________________________
 DO6145  GEOID HEIGHT    -        -31.236 (meters)                     GEOID18
 DO6145  DYNAMIC HEIGHT  -        196.128 (meters)      643.46  (feet) COMP
 DO6145  MODELED GRAVITY -    980,689.6   (mgal)                       NAVD 88
 DO6145
 DO6145  VERT ORDER      -  SECOND    CLASS I
 DO6145
 DO6145.The horizontal coordinates were established by autonomous hand held GPS
 DO6145.observations and have an estimated accuracy of +/- 10 meters.
 DO6145
 DO6145.The orthometric height was determined by differential leveling and
 DO6145.adjusted by the NATIONAL GEODETIC SURVEY
 DO6145.in February 2017.
 DO6145
 DO6145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6145.GEOID18 height accuracy estimate available here.
 DO6145
 DO6145.Click photographs - Photos may exist for this station.
 DO6145
 DO6145.The dynamic height is computed by dividing the NAVD 88
 DO6145.geopotential number by the normal gravity value computed on the
 DO6145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6145.degrees latitude (g = 980.6199 gals.).
 DO6145
 DO6145.The modeled gravity was interpolated from observed gravity values.
 DO6145
 DO6145;                    North         East    Units  Estimated Accuracy
 DO6145;SPC WI N     -   190,569.      519,149.      MT  (+/- 10 meters HH2 GPS)
 DO6145
 DO6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4778193247(NAD 83)
 DO6145
 DO6145                          SUPERSEDED SURVEY CONTROL
 DO6145
 DO6145  NAVD 88 (07/25/13)  196.129  (m)          643.47   (f) SUPERSEDED  2 1
 DO6145
 DO6145.Superseded values are not recommended for survey control.
 DO6145
 DO6145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6145.See file dsdata.pdf to determine how the superseded data were derived.
 DO6145
 DO6145_MARKER: DD = SURVEY DISK
 DO6145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6145_STAMPING: 9D43 2011
 DO6145_MARK LOGO: WIDT
 DO6145_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6145+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DO6145
 DO6145  HISTORY     - Date     Condition        Report By
 DO6145  HISTORY     - 2011     MONUMENTED       WIDT
 DO6145  HISTORY     - 20120629 GOOD             WIDT
 DO6145
 DO6145                          STATION DESCRIPTION
 DO6145
 DO6145'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6145'THE STATION IS LOCATED ABOUT 12.4 MI (20.0 KM) WEST-NORTHWEST OF
 DO6145'BAYFIELD, 10.0 MI (16.1 KM) EAST-NORTHEAST OF HERBSTER AND 2.5 MI (4.0
 DO6145'KM) NORTHEAST OF CORNUCOPIA.
 DO6145'
 DO6145'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6145'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6145'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO EASTERLY ON
 DO6145'STATE HIGHWAY 13 FOR 1.85 MI (3.0 KM) TO EAST SPIRIT POINT ROAD ON THE
 DO6145'LEFT.  CONTINUE EAST FOR 0.4 MI (0.6 KM) THEN CURVE LEFT AND CONTINUE
 DO6145'NORTH ON STATE HIGHWAY 13 FOR 1.15 MI (1.9 KM) TO THE STATION ON THE
 DO6145'RIGHT.
 DO6145'
 DO6145'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6145'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6145'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO6145'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) ABOVE THE
 DO6145'HIGHWAY PAVEMENT.  THE STATION IS 22.1 M (72.5 FT) SOUTHEAST OF THE
 DO6145'CENTERLINE OF STATE HIGHWAY 13, 85 M (278.9 FT) SOUTHWEST OF THE
 DO6145'CENTER OF AN AGRICULTURAL FIELD ENTRANCE, 77.1 M (253.0 FT) SOUTHWEST
 DO6145'OF A TELEPHONE JUNCTION BOX --5A 16--, 68.1 M (223.4 FT) NORTHEAST OF
 DO6145'A TELEPHONE JUNCTION BOX --5A 15A--, 21.0 M (68.9 FT) EAST-SOUTHEAST
 DO6145'OF A METAL REFLECTOR POST, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6145'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6145'
 DO6145'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6145'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6056 ***********************************************************************
 DO6056  DESIGNATION -  9E11
 DO6056  PID         -  DO6056
 DO6056  STATE/COUNTY-  WI/ASHLAND
 DO6056  COUNTRY     -  US
 DO6056  USGS QUAD   -  ASHLAND EAST (2018)
 DO6056
 DO6056                         *CURRENT SURVEY CONTROL
 DO6056  ______________________________________________________________________
 DO6056* NAD 83(1986) POSITION- 46 36 34.68   (N) 090 50 29.54   (W)   HD_HELD1
 DO6056* NAVD 88 ORTHO HEIGHT -   191.981 (meters)      629.86  (feet) ADJUSTED
 DO6056  ______________________________________________________________________
 DO6056  GEOID HEIGHT    -        -31.805 (meters)                     GEOID18
 DO6056  DYNAMIC HEIGHT  -        191.986 (meters)      629.87  (feet) COMP
 DO6056  MODELED GRAVITY -    980,638.4   (mgal)                       NAVD 88
 DO6056
 DO6056  VERT ORDER      -  SECOND    CLASS I
 DO6056
 DO6056.The horizontal coordinates were determined by differentially corrected
 DO6056.hand held GPS observations or other comparable positioning techniques
 DO6056.and have an estimated accuracy of +/- 3 meters.
 DO6056
 DO6056.The orthometric height was determined by differential leveling and
 DO6056.adjusted by the NATIONAL GEODETIC SURVEY
 DO6056.in February 2017.
 DO6056
 DO6056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6056.GEOID18 height accuracy estimate available here.
 DO6056
 DO6056.Click photographs - Photos may exist for this station.
 DO6056
 DO6056.The dynamic height is computed by dividing the NAVD 88
 DO6056.geopotential number by the normal gravity value computed on the
 DO6056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6056.degrees latitude (g = 980.6199 gals.).
 DO6056
 DO6056.The modeled gravity was interpolated from observed gravity values.
 DO6056
 DO6056;                    North         East    Units  Estimated Accuracy
 DO6056;SPC WI N     -   160,723.3     535,534.1     MT  (+/- 3 meters HH1 GPS) 
 DO6056
 DO6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6528764048(NAD 83)
 DO6056
 DO6056                          SUPERSEDED SURVEY CONTROL
 DO6056
 DO6056  NAVD 88 (07/25/13)  191.992  (m)          629.89   (f) SUPERSEDED  2 1
 DO6056
 DO6056.Superseded values are not recommended for survey control.
 DO6056
 DO6056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6056.See file dsdata.pdf to determine how the superseded data were derived.
 DO6056
 DO6056_MARKER: DD = SURVEY DISK
 DO6056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6056_STAMPING: 9E11 2011
 DO6056_MARK LOGO: WIDT
 DO6056_PROJECTION: FLUSH
 DO6056_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6056+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 DO6056
 DO6056  HISTORY     - Date     Condition        Report By
 DO6056  HISTORY     - 2011     MONUMENTED       WIDT
 DO6056  HISTORY     - 20120611 GOOD             WIDT
 DO6056
 DO6056                          STATION DESCRIPTION
 DO6056
 DO6056'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6056'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST OF ODANAH, 5.1 MI
 DO6056'(8.2 KM) SOUTH-SOUTHEAST OF WASHBURN AND 2.3 MI (3.7 KM)
 DO6056'EAST-NORTHEAST OF ASHLAND.
 DO6056'
 DO6056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DO6056'HIGHWAY A LOCATED IN THE CITY OF ASHLAND, GO NORTHEAST ON U.S. HIGHWAY
 DO6056'2 FOR 1.6 MI (2.6 KM) TO 32ND AVENUE AND THE STATION ON THE LEFT.
 DO6056'
 DO6056'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6056'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6056'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH GROUND
 DO6056'AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DO6056'13.6 M (44.6 FT) NORTH OF THE CENTERLINE OF WESTBOUND U.S. HIGHWAY 2,
 DO6056'9 M (29.5 FT) WEST OF THE CENTERLINE OF 32ND AVENUE, 28.2 M (92.5 FT)
 DO6056'WEST OF A STEEL RIGHT OF WAY POST, 27.4 M (89.9 FT) WEST OF A
 DO6056'TELEPHONE JUNCTION BOX --INDS 1500 1--, 3.4 M (11.2 FT) NORTHWEST OF A
 DO6056'-STOP- SIGN AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DO6056'
 DO6056'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6056'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6054 ***********************************************************************
 DO6054  DESIGNATION -  9E12
 DO6054  PID         -  DO6054
 DO6054  STATE/COUNTY-  WI/ASHLAND
 DO6054  COUNTRY     -  US
 DO6054  USGS QUAD   -  ODANAH (2018)
 DO6054
 DO6054                         *CURRENT SURVEY CONTROL
 DO6054  ______________________________________________________________________
 DO6054* NAD 83(1986) POSITION- 46 36 38.2    (N) 090 41 15.8    (W)   HD_HELD2
 DO6054* NAVD 88 ORTHO HEIGHT -   189.087 (meters)      620.36  (feet) ADJUSTED
 DO6054  ______________________________________________________________________
 DO6054  GEOID HEIGHT    -        -31.839 (meters)                     GEOID18
 DO6054  DYNAMIC HEIGHT  -        189.094 (meters)      620.39  (feet) COMP
 DO6054  MODELED GRAVITY -    980,649.3   (mgal)                       NAVD 88
 DO6054
 DO6054  VERT ORDER      -  SECOND    CLASS I
 DO6054
 DO6054.The horizontal coordinates were established by autonomous hand held GPS
 DO6054.observations and have an estimated accuracy of +/- 10 meters.
 DO6054
 DO6054.The orthometric height was determined by differential leveling and
 DO6054.adjusted by the NATIONAL GEODETIC SURVEY
 DO6054.in February 2017.
 DO6054
 DO6054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6054.GEOID18 height accuracy estimate available here.
 DO6054
 DO6054.Click photographs - Photos may exist for this station.
 DO6054
 DO6054.The dynamic height is computed by dividing the NAVD 88
 DO6054.geopotential number by the normal gravity value computed on the
 DO6054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6054.degrees latitude (g = 980.6199 gals.).
 DO6054
 DO6054.The modeled gravity was interpolated from observed gravity values.
 DO6054
 DO6054;                    North         East    Units  Estimated Accuracy
 DO6054;SPC WI N     -   160,719.      547,318.      MT  (+/- 10 meters HH2 GPS)
 DO6054
 DO6054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7706264491(NAD 83)
 DO6054
 DO6054                          SUPERSEDED SURVEY CONTROL
 DO6054
 DO6054  NAVD 88 (07/25/13)  189.108  (m)          620.43   (f) SUPERSEDED  2 1
 DO6054
 DO6054.Superseded values are not recommended for survey control.
 DO6054
 DO6054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6054.See file dsdata.pdf to determine how the superseded data were derived.
 DO6054
 DO6054_MARKER: DD = SURVEY DISK
 DO6054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO6054_SP_SET: BRIDGE PARAPET
 DO6054_STAMPING: 9E12 2011
 DO6054_MARK LOGO: WIDT
 DO6054_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6054+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 DO6054
 DO6054  HISTORY     - Date     Condition        Report By
 DO6054  HISTORY     - 2011     MONUMENTED       WIDT
 DO6054  HISTORY     - 20120607 GOOD             WIDT
 DO6054
 DO6054                          STATION DESCRIPTION
 DO6054
 DO6054'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6054'THE STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) EAST-SOUTHEAST OF
 DO6054'WASHBURN, 9.4 MI (15.1 KM) EAST OF ASHLAND AND IN THE COMMUNITY OF
 DO6054'ODANAH.
 DO6054'
 DO6054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH KAKAGON
 DO6054'STREET (FORMERLY COUNTY HIGHWAY A) LOCATED APPROXIMATELY 9 MI (14.5
 DO6054'KM) EAST OF THE CITY OF ASHLAND AND IN THE COMMUNITY OF ODANAH, GO
 DO6054'EAST ON U.S. HIGHWAY 2 FOR 0.48 MI (0.8 KM) TO A BRIDGE OVER THE BAD
 DO6054'RIVER AND THE STATION ON THE LEFT.
 DO6054'
 DO6054'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6054'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6054'THE WEST END OF THE NORTH PARAPET WALL OF BRIDGE B-2-5-60 AND
 DO6054'APPROXIMATELY 0.9 M (3.0 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION
 DO6054'IS 5.8 M (19.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 DO6054'2, 1.2 M (3.9 FT) WEST-NORTHWEST OF AN EXPANSION JOINT AND 1.9 M (6.2
 DO6054'FT) EAST-SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DO6054'
 DO6054'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6054'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6147 ***********************************************************************
 DO6147  DESIGNATION -  9E44
 DO6147  PID         -  DO6147
 DO6147  STATE/COUNTY-  WI/BAYFIELD
 DO6147  COUNTRY     -  US
 DO6147  USGS QUAD   -  SAND ISLAND (2018)
 DO6147
 DO6147                         *CURRENT SURVEY CONTROL
 DO6147  ______________________________________________________________________
 DO6147* NAD 83(1986) POSITION- 46 53 36.2    (N) 090 59 45.3    (W)   HD_HELD2
 DO6147* NAVD 88 ORTHO HEIGHT -   293.637 (meters)      963.37  (feet) ADJUSTED
 DO6147  ______________________________________________________________________
 DO6147  GEOID HEIGHT    -        -31.248 (meters)                     GEOID18
 DO6147  DYNAMIC HEIGHT  -        293.663 (meters)      963.46  (feet) COMP
 DO6147  MODELED GRAVITY -    980,694.0   (mgal)                       NAVD 88
 DO6147
 DO6147  VERT ORDER      -  SECOND    CLASS I
 DO6147
 DO6147.The horizontal coordinates were established by autonomous hand held GPS
 DO6147.observations and have an estimated accuracy of +/- 10 meters.
 DO6147
 DO6147.The orthometric height was determined by differential leveling and
 DO6147.adjusted by the NATIONAL GEODETIC SURVEY
 DO6147.in February 2017.
 DO6147
 DO6147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6147.GEOID18 height accuracy estimate available here.
 DO6147
 DO6147.Click photographs - Photos may exist for this station.
 DO6147
 DO6147.The dynamic height is computed by dividing the NAVD 88
 DO6147.geopotential number by the normal gravity value computed on the
 DO6147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6147.degrees latitude (g = 980.6199 gals.).
 DO6147
 DO6147.The modeled gravity was interpolated from observed gravity values.
 DO6147
 DO6147;                    North         East    Units  Estimated Accuracy
 DO6147;SPC WI N     -   192,402.      524,104.      MT  (+/- 10 meters HH2 GPS)
 DO6147
 DO6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5266295266(NAD 83)
 DO6147
 DO6147                          SUPERSEDED SURVEY CONTROL
 DO6147
 DO6147  NAVD 88 (07/25/13)  293.653  (m)          963.43   (f) SUPERSEDED  2 1
 DO6147
 DO6147.Superseded values are not recommended for survey control.
 DO6147
 DO6147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6147.See file dsdata.pdf to determine how the superseded data were derived.
 DO6147
 DO6147_MARKER: DD = SURVEY DISK
 DO6147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6147_STAMPING: 9E44 2011
 DO6147_MARK LOGO: WIDT
 DO6147_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6147+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DO6147
 DO6147  HISTORY     - Date     Condition        Report By
 DO6147  HISTORY     - 2011     MONUMENTED       WIDT
 DO6147  HISTORY     - 20120629 GOOD             WIDT
 DO6147
 DO6147                          STATION DESCRIPTION
 DO6147
 DO6147'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6147'THE STATION IS LOCATED ABOUT 13.2 MI (21.2 KM) EAST-NORTHEAST OF
 DO6147'HERBSTER, 10.2 MI (16.4 KM) NORTHWEST OF BAYFIELD AND 5.7 MI (9.2 KM)
 DO6147'EAST-NORTHEAST OF CORNUCOPIA.
 DO6147'
 DO6147'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6147'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6147'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO EASTERLY ON
 DO6147'STATE HIGHWAY 13 FOR 6.3 MI (10.1 KM) TO MENARD ROAD ON THE LEFT AND
 DO6147'MCCUTCHEON ROAD ON THE RIGHT.  CONTINUE NORTHEAST ON STATE HIGHWAY 13
 DO6147'FOR 0.65 MI (1.0 KM) TO THE STATION ON THE LEFT.
 DO6147'
 DO6147'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6147'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6147'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6147'INCH) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DO6147'PAVEMENT.  THE STATION IS 14.8 M (48.6 FT) NORTH-NORTHWEST OF THE
 DO6147'CENTERLINE OF STATE HIGHWAY 13, 29.6 M (97.1 FT) NORTH-NORTHWEST OF A
 DO6147'YELLOW METAL RIGHT-OF-WAY POST, 27.9 M (91.5 FT) EAST OF A YELLOW
 DO6147'METAL RIGHT-OF-WAY POST, 9.4 M (30.8 FT) SOUTH OF A YELLOW METAL
 DO6147'RIGHT-OF-WAY POST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6147'THREE WHITE PLASTIC WITNESS POSTS.
 DO6147'
 DO6147'NOTE-THIS STATION IS ABOUT 20 FT (6.1 M) SOUTH OF TREE LINE EXTENDING
 DO6147'HIGHER THAN 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6148 ***********************************************************************
 DO6148  DESIGNATION -  9E45
 DO6148  PID         -  DO6148
 DO6148  STATE/COUNTY-  WI/BAYFIELD
 DO6148  COUNTRY     -  US
 DO6148  USGS QUAD   -  SAND ISLAND (2018)
 DO6148
 DO6148                         *CURRENT SURVEY CONTROL
 DO6148  ______________________________________________________________________
 DO6148* NAD 83(1986) POSITION- 46 53 48.3    (N) 090 58 18.0    (W)   HD_HELD2
 DO6148* NAVD 88 ORTHO HEIGHT -   240.414 (meters)      788.76  (feet) ADJUSTED
 DO6148  ______________________________________________________________________
 DO6148  GEOID HEIGHT    -        -31.268 (meters)                     GEOID18
 DO6148  DYNAMIC HEIGHT  -        240.436 (meters)      788.83  (feet) COMP
 DO6148  MODELED GRAVITY -    980,698.4   (mgal)                       NAVD 88
 DO6148
 DO6148  VERT ORDER      -  SECOND    CLASS I
 DO6148
 DO6148.The horizontal coordinates were established by autonomous hand held GPS
 DO6148.observations and have an estimated accuracy of +/- 10 meters.
 DO6148
 DO6148.The orthometric height was determined by differential leveling and
 DO6148.adjusted by the NATIONAL GEODETIC SURVEY
 DO6148.in February 2017.
 DO6148
 DO6148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6148.GEOID18 height accuracy estimate available here.
 DO6148
 DO6148.Click photographs - Photos may exist for this station.
 DO6148
 DO6148.The dynamic height is computed by dividing the NAVD 88
 DO6148.geopotential number by the normal gravity value computed on the
 DO6148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6148.degrees latitude (g = 980.6199 gals.).
 DO6148
 DO6148.The modeled gravity was interpolated from observed gravity values.
 DO6148
 DO6148;                    North         East    Units  Estimated Accuracy
 DO6148;SPC WI N     -   192,752.      525,957.      MT  (+/- 10 meters HH2 GPS)
 DO6148
 DO6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5449995687(NAD 83)
 DO6148
 DO6148                          SUPERSEDED SURVEY CONTROL
 DO6148
 DO6148  NAVD 88 (07/25/13)  240.430  (m)          788.81   (f) SUPERSEDED  2 1
 DO6148
 DO6148.Superseded values are not recommended for survey control.
 DO6148
 DO6148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6148.See file dsdata.pdf to determine how the superseded data were derived.
 DO6148
 DO6148_MARKER: DD = SURVEY DISK
 DO6148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6148_STAMPING: 9E45 2010
 DO6148_MARK LOGO: WIDT
 DO6148_PROJECTION: FLUSH
 DO6148_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6148+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2012
 DO6148
 DO6148  HISTORY     - Date     Condition        Report By
 DO6148  HISTORY     - 2010     MONUMENTED       WIDT
 DO6148  HISTORY     - 20120628 GOOD             WIDT
 DO6148
 DO6148                          STATION DESCRIPTION
 DO6148
 DO6148'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6148'THE STATION IS LOCATED ABOUT 14.4 MI (23.2 KM) EAST-NORTHEAST OF
 DO6148'HERBSTER, 9.4 MI (15.1 KM) NORTHWEST OF BAYFIELD AND 6.8 MI (10.9 KM)
 DO6148'EAST-NORTHEAST OF CORNUCOPIA.
 DO6148'
 DO6148'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6148'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6148'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO EASTERLY ON
 DO6148'STATE HIGHWAY 13 FOR 6.3 MI (10.1 KM) TO MENARD ROAD ON THE LEFT AND
 DO6148'MCCUTCHEON ROAD ON THE RIGHT.  CONTINUE NORTHEAST ON STATE HIGHWAY 13
 DO6148'FOR 1.8 MI (2.9 KM) TO THE STATION ON THE RIGHT.
 DO6148'
 DO6148'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6148'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6148'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6148'GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.0
 DO6148'M (45.9 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 13, 189
 DO6148'M (620.1 FT) WEST-SOUTHWEST OF THE EXTENDED CENTERLINE OF SAND POINT
 DO6148'ROAD, 133 M (436.4 FT) WEST-SOUTHWEST OF A --NO PASSING ZONE-- SIGN,
 DO6148'64.5 M (211.6 FT) EAST-SOUTHEAST OF A METAL REFLECTOR POST, 16.8 M
 DO6148'(55.1 FT) WEST OF A 86 CM (34 INCH) DIAMETER WHITE PINE TREE, AND
 DO6148'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6148'WITNESS POSTS.
 DO6148'
 DO6148'NOTE-THIS STATION IS LOCATED ABOUT 15 FT (4.6 M) NORTH OF A TREE LINE
 DO6148'EXTENDING HIGHER THAN 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6149 ***********************************************************************
 DO6149  DESIGNATION -  9E46
 DO6149  PID         -  DO6149
 DO6149  STATE/COUNTY-  WI/BAYFIELD
 DO6149  COUNTRY     -  US
 DO6149  USGS QUAD   -  SAND ISLAND (2018)
 DO6149
 DO6149                         *CURRENT SURVEY CONTROL
 DO6149  ______________________________________________________________________
 DO6149* NAD 83(1986) POSITION- 46 53 56.76   (N) 090 57 22.21   (W)   HD_HELD1
 DO6149* NAVD 88 ORTHO HEIGHT -   200.179 (meters)      656.75  (feet) ADJUSTED
 DO6149  ______________________________________________________________________
 DO6149  GEOID HEIGHT    -        -31.280 (meters)                     GEOID18
 DO6149  DYNAMIC HEIGHT  -        200.197 (meters)      656.81  (feet) COMP
 DO6149  MODELED GRAVITY -    980,699.8   (mgal)                       NAVD 88
 DO6149
 DO6149  VERT ORDER      -  SECOND    CLASS I
 DO6149
 DO6149.The horizontal coordinates were determined by differentially corrected
 DO6149.hand held GPS observations or other comparable positioning techniques
 DO6149.and have an estimated accuracy of +/- 3 meters.
 DO6149
 DO6149.The orthometric height was determined by differential leveling and
 DO6149.adjusted by the NATIONAL GEODETIC SURVEY
 DO6149.in February 2017.
 DO6149
 DO6149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6149.GEOID18 height accuracy estimate available here.
 DO6149
 DO6149.Click photographs - Photos may exist for this station.
 DO6149
 DO6149.The dynamic height is computed by dividing the NAVD 88
 DO6149.geopotential number by the normal gravity value computed on the
 DO6149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6149.degrees latitude (g = 980.6199 gals.).
 DO6149
 DO6149.The modeled gravity was interpolated from observed gravity values.
 DO6149
 DO6149;                    North         East    Units  Estimated Accuracy
 DO6149;SPC WI N     -   192,999.2     527,140.6     MT  (+/- 3 meters HH1 GPS) 
 DO6149
 DO6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5567395979(NAD 83)
 DO6149
 DO6149                          SUPERSEDED SURVEY CONTROL
 DO6149
 DO6149  NAVD 88 (07/25/13)  200.196  (m)          656.81   (f) SUPERSEDED  2 1
 DO6149
 DO6149.Superseded values are not recommended for survey control.
 DO6149
 DO6149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6149.See file dsdata.pdf to determine how the superseded data were derived.
 DO6149
 DO6149_MARKER: DD = SURVEY DISK
 DO6149_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6149_SP_SET: BRIDGE ABUTMENT
 DO6149_STAMPING: 9E46 2011
 DO6149_MARK LOGO: WIDT
 DO6149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6149+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2012
 DO6149
 DO6149  HISTORY     - Date     Condition        Report By
 DO6149  HISTORY     - 2011     MONUMENTED       WIDT
 DO6149  HISTORY     - 20120628 GOOD             WIDT
 DO6149
 DO6149                          STATION DESCRIPTION
 DO6149
 DO6149'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6149'THE STATION IS LOCATED ABOUT 15.2 MI (24.5 KM) EAST-NORTHEAST OF
 DO6149'HERBSTER, 8.9 MI (14.3 KM) NORTHWEST OF BAYFIELD AND 7.6 MI (12.2 KM)
 DO6149'EAST-NORTHEAST OF CORNUCOPIA.
 DO6149'
 DO6149'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6149'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6149'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO EASTERLY ON
 DO6149'STATE HIGHWAY 13 FOR 8.2 MI (13.2 KM) TO SAND POINT ROAD ON THE LEFT.
 DO6149'CONTINUE EAST ON STATE HIGHWAY 13 FOR 0.6 MI (1.0 KM) TO A BRIDGE OVER
 DO6149'THE SAND RIVER AND THE STATION ON THE RIGHT.
 DO6149'
 DO6149'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6149'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6149'THE SOUTH END OF THE EAST ABUTMENT AND APPROXIMATELY 0.3 M (1.0 FT)
 DO6149'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 4.8 M (15.7 FT) SOUTH OF
 DO6149'THE CENTERLINE OF STATE HIGHWAY 13, 0.3 M (1.0 FT) EAST OF AN
 DO6149'EXPANSION JOINT AND 2.0 M (6.6 FT) NORTHWEST OF A WHITE PLASTIC
 DO6149'WITNESS POST.
 DO6149'
 DO6149'NOTE-THIS STATION IS OBSTRUCTED BY TREES IN ALL DIRECTIONS EXTENDING
 DO6149'HIGHER THAN 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6150 ***********************************************************************
 DO6150  DESIGNATION -  9E47
 DO6150  PID         -  DO6150
 DO6150  STATE/COUNTY-  WI/BAYFIELD
 DO6150  COUNTRY     -  US
 DO6150  USGS QUAD   -  SAND ISLAND (2018)
 DO6150
 DO6150                         *CURRENT SURVEY CONTROL
 DO6150  ______________________________________________________________________
 DO6150* NAD 83(1986) POSITION- 46 53 26.3    (N) 090 55 30.8    (W)   HD_HELD2
 DO6150* NAVD 88 ORTHO HEIGHT -   257.667 (meters)      845.36  (feet) ADJUSTED
 DO6150  ______________________________________________________________________
 DO6150  GEOID HEIGHT    -        -31.339 (meters)                     GEOID18
 DO6150  DYNAMIC HEIGHT  -        257.686 (meters)      845.42  (feet) COMP
 DO6150  MODELED GRAVITY -    980,683.4   (mgal)                       NAVD 88
 DO6150
 DO6150  VERT ORDER      -  SECOND    CLASS I
 DO6150
 DO6150.The horizontal coordinates were established by autonomous hand held GPS
 DO6150.observations and have an estimated accuracy of +/- 10 meters.
 DO6150
 DO6150.The orthometric height was determined by differential leveling and
 DO6150.adjusted by the NATIONAL GEODETIC SURVEY
 DO6150.in February 2017.
 DO6150
 DO6150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6150.GEOID18 height accuracy estimate available here.
 DO6150
 DO6150.Click photographs - Photos may exist for this station.
 DO6150
 DO6150.The dynamic height is computed by dividing the NAVD 88
 DO6150.geopotential number by the normal gravity value computed on the
 DO6150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6150.degrees latitude (g = 980.6199 gals.).
 DO6150
 DO6150.The modeled gravity was interpolated from observed gravity values.
 DO6150
 DO6150;                    North         East    Units  Estimated Accuracy
 DO6150;SPC WI N     -   192,031.      529,488.      MT  (+/- 10 meters HH2 GPS)
 DO6150
 DO6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5805595100(NAD 83)
 DO6150
 DO6150                          SUPERSEDED SURVEY CONTROL
 DO6150
 DO6150  NAVD 88 (07/25/13)  257.683  (m)          845.42   (f) SUPERSEDED  2 1
 DO6150
 DO6150.Superseded values are not recommended for survey control.
 DO6150
 DO6150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6150.See file dsdata.pdf to determine how the superseded data were derived.
 DO6150
 DO6150_MARKER: DD = SURVEY DISK
 DO6150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6150_STAMPING: 9E47 2010
 DO6150_MARK LOGO: WIDT
 DO6150_PROJECTION: FLUSH
 DO6150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6150+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2012
 DO6150
 DO6150  HISTORY     - Date     Condition        Report By
 DO6150  HISTORY     - 2010     MONUMENTED       WIDT
 DO6150  HISTORY     - 20120628 GOOD             WIDT
 DO6150
 DO6150                          STATION DESCRIPTION
 DO6150
 DO6150'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6150'THE STATION IS LOCATED ABOUT 15.1 MI (24.3 KM) NORTH OF WASHBURN, 8.7
 DO6150'MI (14.0 KM) EAST-NORTHEAST OF CORNUCOPIA AND 7.5 MI (12.1 KM)
 DO6150'NORTHWEST OF BAYFIELD.
 DO6150'
 DO6150'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6150'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6150'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO EASTERLY ON
 DO6150'STATE HIGHWAY 13 FOR 9.4 MI (15.1 KM) TO ECHO VALLEY ROAD ON THE
 DO6150'RIGHT.  CONTINUE SOUTHEAST ON STATE HIGHWAY 13 FOR 1.05 MI (1.7 KM) TO
 DO6150'HOLT ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DO6150'
 DO6150'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6150'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6150'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6150'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.
 DO6150'THE STATION IS 18.0 M (59.1 FT) SOUTH OF THE CENTERLINE OF STATE
 DO6150'HIGHWAY 13, 15 M (49.2 FT) EAST OF THE CENTERLINE OF HOLT ROAD, 45.1 M
 DO6150'(148.0 FT) SOUTH-SOUTHEAST OF A YELLOW METAL RIGHT-OF-WAY POST, 10.4 M
 DO6150'(34.1 FT) EAST-SOUTHEAST OF A --STOP-- SIGN, 5.5 M (18.0 FT)
 DO6150'EAST-SOUTHEAST OF A --HOLT ROAD-- SIGN, AND LOCATED IN THE CENTER OF A
 DO6150'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6150'
 DO6150'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6150'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING
 DO6150'TO 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6151 ***********************************************************************
 DO6151  DESIGNATION -  9E48
 DO6151  PID         -  DO6151
 DO6151  STATE/COUNTY-  WI/BAYFIELD
 DO6151  COUNTRY     -  US
 DO6151  USGS QUAD   -  SAND ISLAND (2018)
 DO6151
 DO6151                         *CURRENT SURVEY CONTROL
 DO6151  ______________________________________________________________________
 DO6151* NAD 83(1986) POSITION- 46 53 09.2    (N) 090 54 01.6    (W)   HD_HELD2
 DO6151* NAVD 88 ORTHO HEIGHT -   263.390 (meters)      864.14  (feet) ADJUSTED
 DO6151  ______________________________________________________________________
 DO6151  GEOID HEIGHT    -        -31.388 (meters)                     GEOID18
 DO6151  DYNAMIC HEIGHT  -        263.409 (meters)      864.20  (feet) COMP
 DO6151  MODELED GRAVITY -    980,676.9   (mgal)                       NAVD 88
 DO6151
 DO6151  VERT ORDER      -  SECOND    CLASS I
 DO6151
 DO6151.The horizontal coordinates were established by autonomous hand held GPS
 DO6151.observations and have an estimated accuracy of +/- 10 meters.
 DO6151
 DO6151.The orthometric height was determined by differential leveling and
 DO6151.adjusted by the NATIONAL GEODETIC SURVEY
 DO6151.in February 2017.
 DO6151
 DO6151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6151.GEOID18 height accuracy estimate available here.
 DO6151
 DO6151.Click photographs - Photos may exist for this station.
 DO6151
 DO6151.The dynamic height is computed by dividing the NAVD 88
 DO6151.geopotential number by the normal gravity value computed on the
 DO6151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6151.degrees latitude (g = 980.6199 gals.).
 DO6151
 DO6151.The modeled gravity was interpolated from observed gravity values.
 DO6151
 DO6151;                    North         East    Units  Estimated Accuracy
 DO6151;SPC WI N     -   191,481.      531,370.      MT  (+/- 10 meters HH2 GPS)
 DO6151
 DO6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5995794623(NAD 83)
 DO6151
 DO6151                          SUPERSEDED SURVEY CONTROL
 DO6151
 DO6151  NAVD 88 (07/25/13)  263.407  (m)          864.19   (f) SUPERSEDED  2 1
 DO6151
 DO6151.Superseded values are not recommended for survey control.
 DO6151
 DO6151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6151.See file dsdata.pdf to determine how the superseded data were derived.
 DO6151
 DO6151_MARKER: DD = SURVEY DISK
 DO6151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6151_STAMPING: 9E48 2010
 DO6151_MARK LOGO: WIDT
 DO6151_PROJECTION: FLUSH
 DO6151_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6151+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2012
 DO6151
 DO6151  HISTORY     - Date     Condition        Report By
 DO6151  HISTORY     - 2010     MONUMENTED       WIDT
 DO6151  HISTORY     - 20120628 GOOD             WIDT
 DO6151
 DO6151                          STATION DESCRIPTION
 DO6151
 DO6151'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6151'THE STATION IS LOCATED ABOUT 14.7 MI (23.7 KM) NORTH OF WASHBURN, 9.8
 DO6151'MI (15.8 KM) EAST-NORTHEAST OF CORNUCOPIA AND 6.5 MI (10.5 KM)
 DO6151'NORTHWEST OF BAYFIELD.
 DO6151'
 DO6151'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6151'HIGHWAY J LOCATED APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE CITY OF
 DO6151'BAYFIELD, GO NORTH THEN WEST ON STATE HIGHWAY 13 FOR 6.8 MI (10.9 KM)
 DO6151'TO SOPER ROAD ON THE RIGHT.  CONTINUE WEST THEN NORTHWEST ON STATE
 DO6151'HIGHWAY 13 FOR 1.95 MI (3.1 KM) TO THE STATION ON THE LEFT.
 DO6151'
 DO6151'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6151'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6151'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6151'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6151'PAVEMENT.  THE STATION IS 13.2 M (43.3 FT) SOUTHWEST OF THE CENTERLINE
 DO6151'OF STATE HIGHWAY 13, 117 M (383.9 FT) NORTHWEST OF THE CENTER OF A
 DO6151'PRIVATE DRIVE -32175-, 38.3 M (125.7 FT) WEST OF A YELLOW METAL
 DO6151'RIGHT-OF-WAY POST, 6 M (19.7 FT) SOUTHEAST OF AN AGRICULTURAL FIELD
 DO6151'ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6151'WHITE PLASTIC WITNESS POSTS.
 DO6151'
 DO6151'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6151'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6152 ***********************************************************************
 DO6152  DESIGNATION -  9E49
 DO6152  PID         -  DO6152
 DO6152  STATE/COUNTY-  WI/BAYFIELD
 DO6152  COUNTRY     -  US
 DO6152  USGS QUAD   -  MOUNT ASHWABAY (2018)
 DO6152
 DO6152                         *CURRENT SURVEY CONTROL
 DO6152  ______________________________________________________________________
 DO6152* NAD 83(1986) POSITION- 46 52 26.5    (N) 090 52 58.3    (W)   HD_HELD2
 DO6152* NAVD 88 ORTHO HEIGHT -   286.133 (meters)      938.75  (feet) ADJUSTED
 DO6152  ______________________________________________________________________
 DO6152  GEOID HEIGHT    -        -31.450 (meters)                     GEOID18
 DO6152  DYNAMIC HEIGHT  -        286.152 (meters)      938.82  (feet) COMP
 DO6152  MODELED GRAVITY -    980,673.7   (mgal)                       NAVD 88
 DO6152
 DO6152  VERT ORDER      -  SECOND    CLASS I
 DO6152
 DO6152.The horizontal coordinates were established by autonomous hand held GPS
 DO6152.observations and have an estimated accuracy of +/- 10 meters.
 DO6152
 DO6152.The orthometric height was determined by differential leveling and
 DO6152.adjusted by the NATIONAL GEODETIC SURVEY
 DO6152.in February 2017.
 DO6152
 DO6152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6152.GEOID18 height accuracy estimate available here.
 DO6152
 DO6152.Click photographs - Photos may exist for this station.
 DO6152
 DO6152.The dynamic height is computed by dividing the NAVD 88
 DO6152.geopotential number by the normal gravity value computed on the
 DO6152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6152.degrees latitude (g = 980.6199 gals.).
 DO6152
 DO6152.The modeled gravity was interpolated from observed gravity values.
 DO6152
 DO6152;                    North         East    Units  Estimated Accuracy
 DO6152;SPC WI N     -   190,147.      532,695.      MT  (+/- 10 meters HH2 GPS)
 DO6152
 DO6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6133293341(NAD 83)
 DO6152
 DO6152                          SUPERSEDED SURVEY CONTROL
 DO6152
 DO6152  NAVD 88 (07/25/13)  286.149  (m)          938.81   (f) SUPERSEDED  2 1
 DO6152
 DO6152.Superseded values are not recommended for survey control.
 DO6152
 DO6152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6152.See file dsdata.pdf to determine how the superseded data were derived.
 DO6152
 DO6152_MARKER: DD = SURVEY DISK
 DO6152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6152_STAMPING: 9E49 2010
 DO6152_MARK LOGO: WIDT
 DO6152_PROJECTION: FLUSH
 DO6152_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6152+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 DO6152
 DO6152  HISTORY     - Date     Condition        Report By
 DO6152  HISTORY     - 2010     MONUMENTED       WIDT
 DO6152  HISTORY     - 20120627 GOOD             WIDT
 DO6152
 DO6152                          STATION DESCRIPTION
 DO6152
 DO6152'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6152'THE STATION IS LOCATED ABOUT 13.9 MI (22.4 KM) NORTH OF WASHBURN, 10.5
 DO6152'MI (16.9 KM) EAST OF CORNUCOPIA AND 5.3 MI (8.5 KM) NORTHWEST OF
 DO6152'BAYFIELD.
 DO6152'
 DO6152'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6152'HIGHWAY J LOCATED APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE CITY OF
 DO6152'BAYFIELD, GO NORTH THEN WEST ON STATE HIGHWAY 13 FOR 6.8 MI (10.9 KM)
 DO6152'TO SOPER ROAD ON THE RIGHT.  CONTINUE WEST THEN NORTHWEST ON STATE
 DO6152'HIGHWAY 13 FOR 0.72 MI (1.2 KM) TO THE STATION ON THE RIGHT.
 DO6152'
 DO6152'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6152'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6152'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6152'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DO6152'PAVEMENT.  THE STATION IS 11.4 M (37.4 FT) NORTHEAST OF THE CENTERLINE
 DO6152'OF STATE HIGHWAY 13, 103.3 M (338.9 FT) NORTH-NORTHWEST OF A --LEFT
 DO6152'CURVE AHEAD-- SIGN, 76 M (249.3 FT) NORTH-NORTHWEST OF THE CENTER OF A
 DO6152'PRIVATE DRIVE -33100-, 74 M (242.8 FT) SOUTH-SOUTHEAST OF THE EXTENDED
 DO6152'CENTER OF A GRAVEL FOREST ENTRANCE, AND LOCATED IN THE CENTER OF A
 DO6152'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6152'
 DO6152'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6152'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING
 DO6152'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6309 ***********************************************************************
 DO6309  DESIGNATION -  9F01
 DO6309  PID         -  DO6309
 DO6309  STATE/COUNTY-  WI/IRON
 DO6309  COUNTRY     -  US
 DO6309  USGS QUAD   -  ORONTO BAY (2018)
 DO6309
 DO6309                         *CURRENT SURVEY CONTROL
 DO6309  ______________________________________________________________________
 DO6309* NAD 83(1986) POSITION- 46 31 17.20   (N) 090 24 49.54   (W)   HD_HELD1
 DO6309* NAVD 88 ORTHO HEIGHT -   308.288 (meters)     1011.44  (feet) ADJUSTED
 DO6309  ______________________________________________________________________
 DO6309  GEOID HEIGHT    -        -30.921 (meters)                     GEOID18
 DO6309  DYNAMIC HEIGHT  -        308.312 (meters)     1011.52  (feet) COMP
 DO6309  MODELED GRAVITY -    980,682.7   (mgal)                       NAVD 88
 DO6309
 DO6309  VERT ORDER      -  SECOND    CLASS I
 DO6309
 DO6309.The horizontal coordinates were determined by differentially corrected
 DO6309.hand held GPS observations or other comparable positioning techniques
 DO6309.and have an estimated accuracy of +/- 3 meters.
 DO6309
 DO6309.The orthometric height was determined by differential leveling and
 DO6309.adjusted by the NATIONAL GEODETIC SURVEY
 DO6309.in February 2017.
 DO6309
 DO6309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6309.GEOID18 height accuracy estimate available here.
 DO6309
 DO6309.Click photographs - Photos may exist for this station.
 DO6309
 DO6309.The dynamic height is computed by dividing the NAVD 88
 DO6309.geopotential number by the normal gravity value computed on the
 DO6309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6309.degrees latitude (g = 980.6199 gals.).
 DO6309
 DO6309.The modeled gravity was interpolated from observed gravity values.
 DO6309
 DO6309;                    North         East    Units  Estimated Accuracy
 DO6309;SPC WI N     -   150,661.5     568,252.4     MT  (+/- 3 meters HH1 GPS) 
 DO6309
 DO6309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9836555235(NAD 83)
 DO6309
 DO6309                          SUPERSEDED SURVEY CONTROL
 DO6309
 DO6309  NAVD 88 (07/25/13)  308.328  (m)         1011.57   (f) SUPERSEDED  2 1
 DO6309
 DO6309.Superseded values are not recommended for survey control.
 DO6309
 DO6309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6309.See file dsdata.pdf to determine how the superseded data were derived.
 DO6309
 DO6309_MARKER: DD = SURVEY DISK
 DO6309_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO6309_STAMPING: 9F01 2012
 DO6309_MARK LOGO: WIDT
 DO6309_PROJECTION: FLUSH
 DO6309_MAGNETIC: I = MARKER IS A STEEL ROD
 DO6309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6309+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 DO6309_ROD/PIPE-DEPTH: 7.9 meters
 DO6309_SLEEVE-DEPTH  : 1.3 meters
 DO6309
 DO6309  HISTORY     - Date     Condition        Report By
 DO6309  HISTORY     - 2012     MONUMENTED       WIDT
 DO6309  HISTORY     - 20121018 GOOD             WIDT
 DO6309  HISTORY     - 20180723 GOOD             WIDT
 DO6309
 DO6309                          STATION DESCRIPTION
 DO6309
 DO6309'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6309'THE STATION IS LOCATED 11.9 MI (19.1 KM) NORTHWEST OF HURLEY, 5.6 MI
 DO6309'(9.0 KM) NORTHEAST OF GURNEY, AND 1.9 MI (3.1 KM) NORTH OF SAXON.
 DO6309'
 DO6309'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH STATE
 DO6309'HIGHWAY 122 APPROXIMATELY 12 MI (19.3 KM) WEST OF THE CITY OF HURLEY,
 DO6309'GO NORTH ON STATE HIGHWAY 122 FOR 0.95 MI (1.5 KM) TO SEPPI ROAD ON
 DO6309'THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 122 FOR 0.45 MI (0.7 KM) TO
 DO6309'THE STATION ON THE RIGHT.
 DO6309'
 DO6309'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6309'GEODETIC SURVEY CONTROL STATION DISK ATTACHED TO THE TOP OF A
 DO6309'STAINLESS STEEL ROD WITH GREASED SLEEVE, DRIVEN 26 FT (7.9 M) TO
 DO6309'REFUSAL.  THE STATION IS LOCATED IN THE CENTER OF A 6 INCH (15 CM) PVC
 DO6309'PIPE, WHICH IS SURROUNDED BY A 16 INCH (40-CM) DIAMETER CONCRETE
 DO6309'CASING WITH AN ALUMINUM ACCESS COVER, WHICH IS ABOUT 0.6 M (2.0 FT)
 DO6309'LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 10.0 M (32.8 FT) EAST
 DO6309'OF THE CENTERLINE OF STATE HIGHWAY 122, 12.6 M (41.3 FT) SOUTH OF THE
 DO6309'CENTER OF A FIELD ENTRANCE, 39.6 M (129.9 FT) SOUTHWEST OF A POWER
 DO6309'POLE --7-30 47--, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6309'THREE WHITE PLASTIC WITNESS POSTS.
 DO6309'
 DO6309'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6309'DEGREES EXCEPT FOR TREES TO THE WEST EXTENDING TO 30 DEGREES ABOVE THE
 DO6309'HORIZON.
 DO6309
 DO6309                          STATION RECOVERY (2018)
 DO6309
 DO6309'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DO6309'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5897 ***********************************************************************
 DN5897  DESIGNATION -  9P31
 DN5897  PID         -  DN5897
 DN5897  STATE/COUNTY-  WI/DOUGLAS
 DN5897  COUNTRY     -  US
 DN5897  USGS QUAD   -  BOREA (2018)
 DN5897
 DN5897                         *CURRENT SURVEY CONTROL
 DN5897  ______________________________________________________________________
 DN5897* NAD 83(1986) POSITION- 46 30 35.50   (N) 092 08 40.35   (W)   HD_HELD1
 DN5897* NAVD 88 ORTHO HEIGHT -   364.201 (meters)     1194.88  (feet) ADJUSTED
 DN5897  ______________________________________________________________________
 DN5897  GEOID HEIGHT    -        -27.500 (meters)                     GEOID18
 DN5897  DYNAMIC HEIGHT  -        364.236 (meters)     1195.00  (feet) COMP
 DN5897  MODELED GRAVITY -    980,699.4   (mgal)                       NAVD 88
 DN5897
 DN5897  VERT ORDER      -  SECOND    CLASS I
 DN5897
 DN5897.The horizontal coordinates were determined by differentially corrected
 DN5897.hand held GPS observations or other comparable positioning techniques
 DN5897.and have an estimated accuracy of +/- 3 meters.
 DN5897
 DN5897.The orthometric height was determined by differential leveling and
 DN5897.adjusted by the WI DEPT OF TRANSP
 DN5897.in May 2012.
 DN5897
 DN5897.No vertical observational check was made to the station.
 DN5897
 DN5897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5897.GEOID18 height accuracy estimate available here.
 DN5897
 DN5897.Click photographs - Photos may exist for this station.
 DN5897
 DN5897.The dynamic height is computed by dividing the NAVD 88
 DN5897.geopotential number by the normal gravity value computed on the
 DN5897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5897.degrees latitude (g = 980.6199 gals.).
 DN5897
 DN5897.The modeled gravity was interpolated from observed gravity values.
 DN5897
 DN5897;                    North         East    Units  Estimated Accuracy
 DN5897;SPC WI N     -   151,513.1     435,435.2     MT  (+/- 3 meters HH1 GPS) 
 DN5897
 DN5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6562851054(NAD 83)
 DN5897
 DN5897                          SUPERSEDED SURVEY CONTROL
 DN5897
 DN5897.No superseded survey control is available for this station.
 DN5897
 DN5897_MARKER: DD = SURVEY DISK
 DN5897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5897_STAMPING: 9P31 2010
 DN5897_MARK LOGO: WIDT
 DN5897_PROJECTION: FLUSH
 DN5897_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5897+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DN5897
 DN5897  HISTORY     - Date     Condition        Report By
 DN5897  HISTORY     - 2010     MONUMENTED       WIDT
 DN5897  HISTORY     - 20120209 GOOD             WIDT
 DN5897
 DN5897                          STATION DESCRIPTION
 DN5897
 DN5897'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5897'THE STATION IS LOCATED 32.1 MI (51.6 KM) NORTH-NORTHWEST OF MINONG,
 DN5897'18.8 MI (30.2 KM) NORTHWEST OF SOLON SPRINGS AND 15.7 MI (25.3 KM)
 DN5897'SOUTH OF SUPERIOR.
 DN5897'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5897'HIGHWAY BB LOCATED APPROXIMATELY 16 MI (25.7 KM) SOUTH OF THE CITY OF
 DN5897'SUPERIOR, GO NORTH THEN NORTHEAST ON STATE HIGHWAY 35 FOR 1.6 MI (2.6
 DN5897'KM) TO LAGRO ROAD TO THE RIGHT.  CONTINUE NORTHEAST ON STATE HIGHWAY
 DN5897'35 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DN5897'
 DN5897'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5897'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5897'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DN5897'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5897'
 DN5897'THE STATION IS 13.7 M (44.9 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DN5897'HIGHWAY 35, 30.8 M (101.0 FT) NORTHEAST OF A POWER POLE 'ECE 45475',
 DN5897'27.0 M (88.6 FT) SOUTHWEST OF AN 'ADOPT-A-HIGHWAY' WOODEN SIGN POST,
 DN5897'25.8 M (84.6 FT) SOUTH OF A TELEPHONE JUNCTION BOX, 15 M (49.2 FT)
 DN5897'NORTHEAST OF THE CENTER OF A PRIVATE DRIVE AND LOCATED IN THE CENTER
 DN5897'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5896 ***********************************************************************
 DN5896  DESIGNATION -  9P32
 DN5896  PID         -  DN5896
 DN5896  STATE/COUNTY-  WI/DOUGLAS
 DN5896  COUNTRY     -  US
 DN5896  USGS QUAD   -  BOREA (2018)
 DN5896
 DN5896                         *CURRENT SURVEY CONTROL
 DN5896  ______________________________________________________________________
 DN5896* NAD 83(1986) POSITION- 46 31 33.32   (N) 092 07 31.81   (W)   HD_HELD1
 DN5896* NAVD 88 ORTHO HEIGHT -   325.318 (meters)     1067.31  (feet) ADJUSTED
 DN5896  ______________________________________________________________________
 DN5896  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 DN5896  DYNAMIC HEIGHT  -        325.351 (meters)     1067.42  (feet) COMP
 DN5896  MODELED GRAVITY -    980,704.3   (mgal)                       NAVD 88
 DN5896
 DN5896  VERT ORDER      -  SECOND    CLASS I
 DN5896
 DN5896.The horizontal coordinates were determined by differentially corrected
 DN5896.hand held GPS observations or other comparable positioning techniques
 DN5896.and have an estimated accuracy of +/- 3 meters.
 DN5896
 DN5896.The orthometric height was determined by differential leveling and
 DN5896.adjusted by the WI DEPT OF TRANSP
 DN5896.in May 2012.
 DN5896
 DN5896.No vertical observational check was made to the station.
 DN5896
 DN5896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5896.GEOID18 height accuracy estimate available here.
 DN5896
 DN5896.Click photographs - Photos may exist for this station.
 DN5896
 DN5896.The dynamic height is computed by dividing the NAVD 88
 DN5896.geopotential number by the normal gravity value computed on the
 DN5896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5896.degrees latitude (g = 980.6199 gals.).
 DN5896
 DN5896.The modeled gravity was interpolated from observed gravity values.
 DN5896
 DN5896;                    North         East    Units  Estimated Accuracy
 DN5896;SPC WI N     -   153,258.5     436,943.6     MT  (+/- 3 meters HH1 GPS) 
 DN5896
 DN5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6706952855(NAD 83)
 DN5896
 DN5896                          SUPERSEDED SURVEY CONTROL
 DN5896
 DN5896.No superseded survey control is available for this station.
 DN5896
 DN5896_MARKER: DD = SURVEY DISK
 DN5896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5896_STAMPING: 9P32 2010
 DN5896_MARK LOGO: WIDT
 DN5896_PROJECTION: FLUSH
 DN5896_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5896+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DN5896
 DN5896  HISTORY     - Date     Condition        Report By
 DN5896  HISTORY     - 2010     MONUMENTED       WIDT
 DN5896  HISTORY     - 20120208 GOOD             WIDT
 DN5896
 DN5896                          STATION DESCRIPTION
 DN5896
 DN5896'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5896'THE STATION IS LOCATED 32.4 MI (52.1 KM) NORTH-NORTHWEST OF MINONG.
 DN5896'18.8 MI (30.2 KM) NORTHWEST OF SOLON SPRINGS AND 14.4 MI (23.2 KM)
 DN5896'SOUTH OF SUPERIOR.
 DN5896'
 DN5896'TO REACH THE STATION FROM THE SOUTHERLY JUNCTION OF STATE HIGHWAY 35
 DN5896'WITH COUNTY HIGHWAY B LOCATED APPROXIMATELY 13 MI (20.9 KM) SOUTH OF
 DN5896'THE CITY OF SUPERIOR, GO SOUTH ON STATE HIGHWAY 35 FOR 0.7 MI (1.1 KM)
 DN5896'TO LANDFILL ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 DN5896'
 DN5896'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5896'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5896'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DN5896'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5896'
 DN5896'THE STATION IS 13.9 M (45.6 FT) EAST OF THE CENTERLINE OF STATE
 DN5896'HIGHWAY 35, 116.7 M (382. FT) SOUTH OF A 'CURVE RIGHT' SIGN POST,
 DN5896'44.3 M (145.3 FT) NORTHEAST OF A 'STOP' SIGN POST, 18 M (59.1 FT)
 DN5896'NORTH OF A GRAVEL DRIVE FOR STATE PARK WILDLIFE REFUGE AND LOCATED IN
 DN5896'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.
 DN5896'
 DN5896'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5896'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5895 ***********************************************************************
 DN5895  DESIGNATION -  9P33
 DN5895  PID         -  DN5895
 DN5895  STATE/COUNTY-  WI/DOUGLAS
 DN5895  COUNTRY     -  US
 DN5895  USGS QUAD   -  SUNNYSIDE (2018)
 DN5895
 DN5895                         *CURRENT SURVEY CONTROL
 DN5895  ______________________________________________________________________
 DN5895* NAD 83(1986) POSITION- 46 32 08.12   (N) 092 07 15.18   (W)   HD_HELD1
 DN5895* NAVD 88 ORTHO HEIGHT -   299.942 (meters)      984.06  (feet) ADJUSTED
 DN5895  ______________________________________________________________________
 DN5895  GEOID HEIGHT    -        -27.636 (meters)                     GEOID18
 DN5895  DYNAMIC HEIGHT  -        299.973 (meters)      984.16  (feet) COMP
 DN5895  MODELED GRAVITY -    980,705.9   (mgal)                       NAVD 88
 DN5895
 DN5895  VERT ORDER      -  SECOND    CLASS I
 DN5895
 DN5895.The horizontal coordinates were determined by differentially corrected
 DN5895.hand held GPS observations or other comparable positioning techniques
 DN5895.and have an estimated accuracy of +/- 3 meters.
 DN5895
 DN5895.The orthometric height was determined by differential leveling and
 DN5895.adjusted by the WI DEPT OF TRANSP
 DN5895.in May 2012.
 DN5895
 DN5895.No vertical observational check was made to the station.
 DN5895
 DN5895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5895.GEOID18 height accuracy estimate available here.
 DN5895
 DN5895.Click photographs - Photos may exist for this station.
 DN5895
 DN5895.The dynamic height is computed by dividing the NAVD 88
 DN5895.geopotential number by the normal gravity value computed on the
 DN5895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5895.degrees latitude (g = 980.6199 gals.).
 DN5895
 DN5895.The modeled gravity was interpolated from observed gravity values.
 DN5895
 DN5895;                    North         East    Units  Estimated Accuracy
 DN5895;SPC WI N     -   154,323.1     437,326.6     MT  (+/- 3 meters HH1 GPS) 
 DN5895
 DN5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6741253933(NAD 83)
 DN5895
 DN5895                          SUPERSEDED SURVEY CONTROL
 DN5895
 DN5895.No superseded survey control is available for this station.
 DN5895
 DN5895_MARKER: DD = SURVEY DISK
 DN5895_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN5895_SP_SET: DAM RETAINING WALL
 DN5895_STAMPING: 9P33 2010
 DN5895_MARK LOGO: WIDT
 DN5895_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5895+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DN5895
 DN5895  HISTORY     - Date     Condition        Report By
 DN5895  HISTORY     - 2010     MONUMENTED       WIDT
 DN5895  HISTORY     - 20120208 GOOD             WIDT
 DN5895
 DN5895                          STATION DESCRIPTION
 DN5895
 DN5895'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5895'THE STATION IS LOCATED 33 MI (53.1 KM) NORTH-NORTHWEST OF MINONG,
 DN5895'19.0 MI (30.6 KM) NORTHWEST OF SOLON SPRINGS,
 DN5895'AND 13.8 MI (22.2 KM) SOUTH OF SUPERIOR.
 DN5895'
 DN5895'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 35 WITH
 DN5895'COUNTY HIGHWAY B WEST, LOCATED APPROXIMATELY 13 MI
 DN5895'(20.9 KM) SOUTH OF THE CITY OF SUPERIOR.
 DN5895'
 DN5895'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5895'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH
 DN5895'RETAINING WALL FOR A DAM ON THE BLACK RIVER AND APPROXIMATELY LEVEL
 DN5895'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.1 (49.5 FT) SOUTHEAST
 DN5895'OF THE CENTERLINE OF STATE HIGHWAY 35, 54 M (177.2 FT) NORTHEAST OF
 DN5895'THE EXTENDED CENTERLINE OF COUNTY HIGHWAY B TO THE WEST, 15.6 M
 DN5895'(61.2 FT) NORTHEAST OF A '35 MPH' SIGN POST AND 1.0 M (3.3 FT)
 DN5895'NORTH OF A WHITE PLASTIC T-POST.
 DN5895'
 DN5895'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5895'DEGREES ABOVE THE HORIZON EXCEPT FOR A FEW TREES SURROUNDING THE
 DN5895'STATION THAT EXTEND HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5894 ***********************************************************************
 DN5894  DESIGNATION -  9P34
 DN5894  PID         -  DN5894
 DN5894  STATE/COUNTY-  WI/DOUGLAS
 DN5894  COUNTRY     -  US
 DN5894  USGS QUAD   -  SUNNYSIDE (2018)
 DN5894
 DN5894                         *CURRENT SURVEY CONTROL
 DN5894  ______________________________________________________________________
 DN5894* NAD 83(1986) POSITION- 46 33 01.5    (N) 092 07 10.4    (W)   HD_HELD2
 DN5894* NAVD 88 ORTHO HEIGHT -   254.218 (meters)      834.05  (feet) ADJUSTED
 DN5894  ______________________________________________________________________
 DN5894  GEOID HEIGHT    -        -27.740 (meters)                     GEOID18
 DN5894  DYNAMIC HEIGHT  -        254.243 (meters)      834.13  (feet) COMP
 DN5894  MODELED GRAVITY -    980,707.1   (mgal)                       NAVD 88
 DN5894
 DN5894  VERT ORDER      -  SECOND    CLASS I
 DN5894
 DN5894.The horizontal coordinates were established by autonomous hand held GPS
 DN5894.observations and have an estimated accuracy of +/- 10 meters.
 DN5894
 DN5894.The orthometric height was determined by differential leveling and
 DN5894.adjusted by the WI DEPT OF TRANSP
 DN5894.in May 2012.
 DN5894
 DN5894.No vertical observational check was made to the station.
 DN5894
 DN5894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5894.GEOID18 height accuracy estimate available here.
 DN5894
 DN5894.Click photographs - Photos may exist for this station.
 DN5894
 DN5894.The dynamic height is computed by dividing the NAVD 88
 DN5894.geopotential number by the normal gravity value computed on the
 DN5894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5894.degrees latitude (g = 980.6199 gals.).
 DN5894
 DN5894.The modeled gravity was interpolated from observed gravity values.
 DN5894
 DN5894;                    North         East    Units  Estimated Accuracy
 DN5894;SPC WI N     -   155,968.      437,472.      MT  (+/- 10 meters HH2 GPS)
 DN5894
 DN5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6749555582(NAD 83)
 DN5894
 DN5894                          SUPERSEDED SURVEY CONTROL
 DN5894
 DN5894.No superseded survey control is available for this station.
 DN5894
 DN5894_MARKER: DD = SURVEY DISK
 DN5894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5894_STAMPING: 9P34 2010
 DN5894_MARK LOGO: WIDT
 DN5894_PROJECTION: PROJECTING 1 CENTIMETERS
 DN5894_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5894+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DN5894
 DN5894  HISTORY     - Date     Condition        Report By
 DN5894  HISTORY     - 2010     MONUMENTED       WIDT
 DN5894  HISTORY     - 20120208 GOOD             WIDT
 DN5894
 DN5894                          STATION DESCRIPTION
 DN5894
 DN5894'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5894'THE STATION IS LOCATED 34.0 MI (54.7 KM) NORTH-NORTHWEST OF MINON,
 DN5894'19.4 MI (31.5 KM) NORTHWEST OF SOLON SPRINGS AND 12.6 MI (20.3 KM)
 DN5894'SOUTH OF SUPERIOR.
 DN5894'
 DN5894'TO REACH THE STATION FROM THE NORTHERLY JUNCTION OF STATE HIGHWAY 35
 DN5894'WITH COUNTY HIGHWAY B LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTH OF
 DN5894'THE CITY OF SUPERIOR, GO NORTH ON STATE HIGHWAY 35 FOR 0.5 MI (0.8 KM)
 DN5894'TO MANITOU VALLEY ROAD ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY
 DN5894'35 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DN5894'
 DN5894'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5894'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5894'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY
 DN5894'1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5894'
 DN5894'THE STATION IS 8.7 M (28.5 FT) WEST OF THE CENTERLINE OF HIGHWAY 35,
 DN5894'61.7 M (202.4 FT) NORTH-NORTHEAST OF A POWER POLE 'ECE 88398', 34 M
 DN5894'(111.5 FT) SOUTH OF THE EXTENDED CENTER OF A PRIVATE DRIVE '5908 S',
 DN5894'10.7 M (35.1 FT) EAST OF A FENCE LINE AND LOCATED IN THE CENTER
 DN5894'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.
 DN5894'
 DN5894'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5894'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5892 ***********************************************************************
 DN5892  DESIGNATION -  9P35
 DN5892  PID         -  DN5892
 DN5892  STATE/COUNTY-  WI/DOUGLAS
 DN5892  COUNTRY     -  US
 DN5892  USGS QUAD   -  SUNNYSIDE (2018)
 DN5892
 DN5892                         *CURRENT SURVEY CONTROL
 DN5892  ______________________________________________________________________
 DN5892* NAD 83(1986) POSITION- 46 36 50.9    (N) 092 07 10.2    (W)   HD_HELD2
 DN5892* NAVD 88 ORTHO HEIGHT -   210.514 (meters)      690.66  (feet) ADJUSTED
 DN5892  ______________________________________________________________________
 DN5892  GEOID HEIGHT    -        -28.056 (meters)                     GEOID18
 DN5892  DYNAMIC HEIGHT  -        210.536 (meters)      690.73  (feet) COMP
 DN5892  MODELED GRAVITY -    980,714.3   (mgal)                       NAVD 88
 DN5892
 DN5892  VERT ORDER      -  SECOND    CLASS I
 DN5892
 DN5892.The horizontal coordinates were established by autonomous hand held GPS
 DN5892.observations and have an estimated accuracy of +/- 10 meters.
 DN5892
 DN5892.The orthometric height was determined by differential leveling and
 DN5892.adjusted by the WI DEPT OF TRANSP
 DN5892.in May 2012.
 DN5892
 DN5892.No vertical observational check was made to the station.
 DN5892
 DN5892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5892.GEOID18 height accuracy estimate available here.
 DN5892
 DN5892.Click photographs - Photos may exist for this station.
 DN5892
 DN5892.The dynamic height is computed by dividing the NAVD 88
 DN5892.geopotential number by the normal gravity value computed on the
 DN5892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5892.degrees latitude (g = 980.6199 gals.).
 DN5892
 DN5892.The modeled gravity was interpolated from observed gravity values.
 DN5892
 DN5892;                    North         East    Units  Estimated Accuracy
 DN5892;SPC WI N     -   163,049.      437,666.      MT  (+/- 10 meters HH2 GPS)
 DN5892
 DN5892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6742062662(NAD 83)
 DN5892
 DN5892                          SUPERSEDED SURVEY CONTROL
 DN5892
 DN5892.No superseded survey control is available for this station.
 DN5892
 DN5892_MARKER: DD = SURVEY DISK
 DN5892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5892_STAMPING: 9P35 2010
 DN5892_MARK LOGO: WIDT
 DN5892_PROJECTION: PROJECTING 1 CENTIMETERS
 DN5892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5892+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2010
 DN5892
 DN5892  HISTORY     - Date     Condition        Report By
 DN5892  HISTORY     - 2010     MONUMENTED       WIDT
 DN5892  HISTORY     - 20100208 GOOD             WIDT
 DN5892
 DN5892                          STATION DESCRIPTION
 DN5892
 DN5892'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5892'THE STATION IS LOCATED 4.7 MI (7.6 KM) SOUTHEAST OF OLIVER AND
 DN5892'3.6 MI (5.8 KM) SOUTH OF SOUTH SUPERIOR.
 DN5892'
 DN5892'TO REACH THE STATION FROM THE SOUTHERLY JUNCTION OF STATE HIGHWAY 35
 DN5892'WITH COUNTY HIGHWAY C LOCATED APPROXIMATELY 8 MI (12.9 KM) SOUTH OF
 DN5892'THE CITY OF SUPERIOR, GO NORTH ON STATE HIGHWAY 35 FOR 0.6 MI (1.0 KM)
 DN5892'TO OLD HIGHWAY C ON THE LEFT AND THE STATION ON THE LEFT.
 DN5892'
 DN5892'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5892'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5892'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY
 DN5892'1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5892'
 DN5892'THE STATION IS 14.1 M (46.3 FT) WEST OF THE CENTERLINE OF STATE
 DN5892'HIGHWAY 35, 48.0 M (157.5 FT) SOUTHWEST OF POWER POLE '99', 35 M
 DN5892'(114.8 FT) NORTH OF THE CENTERLINE OF OLD HIGHWAY C, 31.0 M (101.7 FT)
 DN5892'WEST-NORTHWEST OF A TELEPHONE JUNCTION BOX 'NEMJ L1001 03' AND LOCATED
 DN5892'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.
 DN5892'
 DN5892'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5892'DEGREES ABOVE THE HORIZON EXCEPT ONE TREE TO THE SOUTHWEST EXTENDING
 DN5892'HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5891 ***********************************************************************
 DN5891  DESIGNATION -  9P36
 DN5891  PID         -  DN5891
 DN5891  STATE/COUNTY-  WI/DOUGLAS
 DN5891  COUNTRY     -  US
 DN5891  USGS QUAD   -  SUPERIOR (2018)
 DN5891
 DN5891                         *CURRENT SURVEY CONTROL
 DN5891  ______________________________________________________________________
 DN5891* NAD 83(1986) POSITION- 46 38 17.4    (N) 092 06 16.5    (W)   HD_HELD2
 DN5891* NAVD 88 ORTHO HEIGHT -   210.595 (meters)      690.93  (feet) ADJUSTED
 DN5891  ______________________________________________________________________
 DN5891  GEOID HEIGHT    -        -28.125 (meters)                     GEOID18
 DN5891  DYNAMIC HEIGHT  -        210.619 (meters)      691.01  (feet) COMP
 DN5891  MODELED GRAVITY -    980,720.6   (mgal)                       NAVD 88
 DN5891
 DN5891  VERT ORDER      -  SECOND    CLASS I
 DN5891
 DN5891.The horizontal coordinates were established by autonomous hand held GPS
 DN5891.observations and have an estimated accuracy of +/- 10 meters.
 DN5891
 DN5891.The orthometric height was determined by differential leveling and
 DN5891.adjusted by the WI DEPT OF TRANSP
 DN5891.in May 2012.
 DN5891
 DN5891.No vertical observational check was made to the station.
 DN5891
 DN5891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5891.GEOID18 height accuracy estimate available here.
 DN5891
 DN5891.Click photographs - Photos may exist for this station.
 DN5891
 DN5891.The dynamic height is computed by dividing the NAVD 88
 DN5891.geopotential number by the normal gravity value computed on the
 DN5891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5891.degrees latitude (g = 980.6199 gals.).
 DN5891
 DN5891.The modeled gravity was interpolated from observed gravity values.
 DN5891
 DN5891;                    North         East    Units  Estimated Accuracy
 DN5891;SPC WI N     -   165,688.      438,879.      MT  (+/- 10 meters HH2 GPS)
 DN5891
 DN5891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6853265345(NAD 83)
 DN5891
 DN5891                          SUPERSEDED SURVEY CONTROL
 DN5891
 DN5891.No superseded survey control is available for this station.
 DN5891
 DN5891_MARKER: DD = SURVEY DISK
 DN5891_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN5891_SP_SET: BRIDGE PARAPET
 DN5891_STAMPING: 9P36 2010
 DN5891_MARK LOGO: WIDT
 DN5891_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5891+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2012
 DN5891
 DN5891  HISTORY     - Date     Condition        Report By
 DN5891  HISTORY     - 2010     MONUMENTED       WIDT
 DN5891  HISTORY     - 20120207 GOOD             WIDT
 DN5891
 DN5891                          STATION DESCRIPTION
 DN5891
 DN5891'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5891'THE STATION IS LOCATED 4.5 MI (7.2 KM) EAST-SOUTHEAST OF OLIVER AND
 DN5891'1.9 MI (3.1 KM) SOUTH OF SOUTH SUPERIOR.
 DN5891'
 DN5891'TO REACH THE STATION FROM THE NORTHERLY JUNCTION OF STATE HIGHWAY 35
 DN5891'WITH COUNTY HIGHWAY C LOCATED APPROXIMATELY 6 MI (9.7 KM) SOUTH OF THE
 DN5891'CITY OF SUPERIOR, GO NORTH ON STATE HIGHWAY 35 FOR 0.34 MI (0.5 KM) TO
 DN5891'THE STATION ON THE LEFT.
 DN5891'
 DN5891'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5891'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DN5891'THE NORTH END OF THE WEST PARAPET OF BRIDGE 'B-16-37-77' APPROXIMATELY
 DN5891'0.9 M (3.0 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 7.0 M
 DN5891'(23.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 35, 14.2 M (46.6 FT)
 DN5891'SOUTH OF A 'DIVIDED HIGHWAY' SIGN POST AND 3.0 M (9.8 FT) SOUTH OF A
 DN5891'WHITE PLASTIC WITNESS POST.
 DN5891'
 DN5891'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5891'DEGREES ABOVE THE HORIZON EXCEPT FOR A METAL POWER POLE TO THE
 DN5891'SOUTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5890 ***********************************************************************
 DN5890  DESIGNATION -  9P37
 DN5890  PID         -  DN5890
 DN5890  STATE/COUNTY-  WI/DOUGLAS
 DN5890  COUNTRY     -  US
 DN5890  USGS QUAD   -  SUPERIOR (2018)
 DN5890
 DN5890                         *CURRENT SURVEY CONTROL
 DN5890  ______________________________________________________________________
 DN5890* NAD 83(1986) POSITION- 46 39 04.08   (N) 092 06 15.52   (W)   HD_HELD1
 DN5890* NAVD 88 ORTHO HEIGHT -   205.142 (meters)      673.04  (feet) ADJUSTED
 DN5890  ______________________________________________________________________
 DN5890  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 DN5890  DYNAMIC HEIGHT  -        205.165 (meters)      673.11  (feet) COMP
 DN5890  MODELED GRAVITY -    980,723.9   (mgal)                       NAVD 88
 DN5890
 DN5890  VERT ORDER      -  SECOND    CLASS I
 DN5890
 DN5890.The horizontal coordinates were determined by differentially corrected
 DN5890.hand held GPS observations or other comparable positioning techniques
 DN5890.and have an estimated accuracy of +/- 3 meters.
 DN5890
 DN5890.The orthometric height was determined by differential leveling and
 DN5890.adjusted by the WI DEPT OF TRANSP
 DN5890.in May 2012.
 DN5890
 DN5890.No vertical observational check was made to the station.
 DN5890
 DN5890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5890.GEOID18 height accuracy estimate available here.
 DN5890
 DN5890.Click photographs - Photos may exist for this station.
 DN5890
 DN5890.The dynamic height is computed by dividing the NAVD 88
 DN5890.geopotential number by the normal gravity value computed on the
 DN5890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5890.degrees latitude (g = 980.6199 gals.).
 DN5890
 DN5890.The modeled gravity was interpolated from observed gravity values.
 DN5890
 DN5890;                    North         East    Units  Estimated Accuracy
 DN5890;SPC WI N     -   167,128.7     438,937.7     MT  (+/- 3 meters HH1 GPS) 
 DN5890
 DN5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6853766786(NAD 83)
 DN5890
 DN5890                          SUPERSEDED SURVEY CONTROL
 DN5890
 DN5890.No superseded survey control is available for this station.
 DN5890
 DN5890_MARKER: DD = SURVEY DISK
 DN5890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5890_STAMPING: 9P37 2010
 DN5890_MARK LOGO: WIDT
 DN5890_PROJECTION: FLUSH
 DN5890_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5890+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2012
 DN5890
 DN5890  HISTORY     - Date     Condition        Report By
 DN5890  HISTORY     - 2010     MONUMENTED       WIDT
 DN5890  HISTORY     - 20120207 GOOD             WIDT
 DN5890
 DN5890                          STATION DESCRIPTION
 DN5890
 DN5890'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5890'THE STATION IS LOCATED 4.3 MI (6.9 KM)  EAST OF OLIVER AND 0.9 MI
 DN5890'(1.4 KM) SOUTH OF SOUTH SUPERIOR.
 DN5890'
 DN5890'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5890'HIGHWAY 105 LOCATED APPROXIMATELY 4 MI (6.4 KM) SOUTH OF THE CITY OF
 DN5890'SUPERIOR, GO SOUTH ON STATE HIGHWAY 35 FOR 0.7 MI (1.1 KM) TO THE
 DN5890'INTERSECTION OF 69TH STREET.  CONTINUE SOUTH ON STATE HIGHWAY 35 FOR
 DN5890'0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.
 DN5890'
 DN5890'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5890'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5890'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DN5890'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5890'
 DN5890'THE STATION IS 13.4 M (44.0 FT) EAST OF THE CENTERLINE OF STATE
 DN5890'HIGHWAY 35, 80 M (262.5 FT) NORTH OF THE EXTENDED CENTERLINE OF NORTH
 DN5890'74TH STREET, 38.7 M (127.0 FT) SOUTH OF A 'USE RIGHT LANE IF
 DN5890'REQUIRED TO STOP' SIGN POST, 19.5 M (64.0 FT) EAST OF A 'NO PASSING
 DN5890'PASSING ZONE' SIGN POST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DN5890'BY THREE WHITE PLASTIC T-POSTS.
 DN5890'
 DN5890'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DN5890'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6091 ***********************************************************************
 DO6091  DESIGNATION -  9Q01
 DO6091  PID         -  DO6091
 DO6091  STATE/COUNTY-  WI/DOUGLAS
 DO6091  COUNTRY     -  US
 DO6091  USGS QUAD   -  POPLAR (2018)
 DO6091
 DO6091                         *CURRENT SURVEY CONTROL
 DO6091  ______________________________________________________________________
 DO6091* NAD 83(1986) POSITION- 46 30 11.00   (N) 091 50 04.57   (W)   HD_HELD1
 DO6091* NAVD 88 ORTHO HEIGHT -   361.232 (meters)     1185.14  (feet) ADJUSTED
 DO6091  ______________________________________________________________________
 DO6091  GEOID HEIGHT    -        -27.482 (meters)                     GEOID18
 DO6091  DYNAMIC HEIGHT  -        361.276 (meters)     1185.29  (feet) COMP
 DO6091  MODELED GRAVITY -    980,722.9   (mgal)                       NAVD 88
 DO6091
 DO6091  VERT ORDER      -  SECOND    CLASS I
 DO6091
 DO6091.The horizontal coordinates were determined by differentially corrected
 DO6091.hand held GPS observations or other comparable positioning techniques
 DO6091.and have an estimated accuracy of +/- 3 meters.
 DO6091
 DO6091.The orthometric height was determined by differential leveling and
 DO6091.adjusted by the NATIONAL GEODETIC SURVEY
 DO6091.in February 2017.
 DO6091
 DO6091.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6091.GEOID18 height accuracy estimate available here.
 DO6091
 DO6091.Click photographs - Photos may exist for this station.
 DO6091
 DO6091.The dynamic height is computed by dividing the NAVD 88
 DO6091.geopotential number by the normal gravity value computed on the
 DO6091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6091.degrees latitude (g = 980.6199 gals.).
 DO6091
 DO6091.The modeled gravity was interpolated from observed gravity values.
 DO6091
 DO6091;                    North         East    Units  Estimated Accuracy
 DO6091;SPC WI N     -   150,161.0     459,196.8     MT  (+/- 3 meters HH1 GPS) 
 DO6091
 DO6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8941750602(NAD 83)
 DO6091
 DO6091                          SUPERSEDED SURVEY CONTROL
 DO6091
 DO6091  NAVD 88 (07/25/13)  361.239  (m)         1185.17   (f) SUPERSEDED  2 1
 DO6091
 DO6091.Superseded values are not recommended for survey control.
 DO6091
 DO6091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6091.See file dsdata.pdf to determine how the superseded data were derived.
 DO6091
 DO6091_MARKER: DD = SURVEY DISK
 DO6091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6091_STAMPING: 9Q01 2010
 DO6091_MARK LOGO: WIDT
 DO6091_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6091+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2012
 DO6091
 DO6091  HISTORY     - Date     Condition        Report By
 DO6091  HISTORY     - 2011     MONUMENTED       WIDT
 DO6091  HISTORY     - 20120803 GOOD             WIDT
 DO6091
 DO6091                          STATION DESCRIPTION
 DO6091
 DO6091'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6091'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DO6091'U.S. HIGHWAY 53 WITH COUNTY HIGHWAY B APPROXIMATELY 6.5 MI (10.5 KM)
 DO6091'WEST OF LAKE NEBAGAMON, 5.8 MI (9.4 KM) SOUTH-SOUTHWEST OF POPLAR AND
 DO6091'3.9 MI (6.2 KM) NORTH-NORTHEAST OF BENNETT.
 DO6091'
 DO6091'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6091'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6091'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6091'INCH) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DO6091'PAVEMENT.  THE STATION IS 24.7 M (81.0 FT) EAST OF THE CENTERLINE OF
 DO6091'NORTHBOUND U.S. HIGHWAY 53, 24.1 M (79.1 FT) SOUTH OF THE CENTERLINE
 DO6091'OF COUNTY HIGHWAY B, 50.9 M (167.0 FT) NORTH OF A LARGE -BP GASOLINE-
 DO6091'SIGN BASE, 37.6 M (123.4 FT) WEST-NORTHWEST OF A TELEPHONE JUNCTION
 DO6091'BOX --HWTH 8300 9--, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6091'THREE WHITE PLASTIC WITNESS POSTS.
 DO6091'
 DO6091'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6091'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6092 ***********************************************************************
 DO6092  DESIGNATION -  9Q02
 DO6092  PID         -  DO6092
 DO6092  STATE/COUNTY-  WI/DOUGLAS
 DO6092  COUNTRY     -  US
 DO6092  USGS QUAD   -  POPLAR (2018)
 DO6092
 DO6092                         *CURRENT SURVEY CONTROL
 DO6092  ______________________________________________________________________
 DO6092* NAD 83(1986) POSITION- 46 32 03.63   (N) 091 51 26.90   (W)   HD_HELD1
 DO6092* NAVD 88 ORTHO HEIGHT -   358.671 (meters)     1176.74  (feet) ADJUSTED
 DO6092  ______________________________________________________________________
 DO6092  GEOID HEIGHT    -        -27.595 (meters)                     GEOID18
 DO6092  DYNAMIC HEIGHT  -        358.714 (meters)     1176.88  (feet) COMP
 DO6092  MODELED GRAVITY -    980,723.3   (mgal)                       NAVD 88
 DO6092
 DO6092  VERT ORDER      -  SECOND    CLASS I
 DO6092
 DO6092.The horizontal coordinates were determined by differentially corrected
 DO6092.hand held GPS observations or other comparable positioning techniques
 DO6092.and have an estimated accuracy of +/- 3 meters.
 DO6092
 DO6092.The orthometric height was determined by differential leveling and
 DO6092.adjusted by the NATIONAL GEODETIC SURVEY
 DO6092.in February 2017.
 DO6092
 DO6092.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6092.GEOID18 height accuracy estimate available here.
 DO6092
 DO6092.Click photographs - Photos may exist for this station.
 DO6092
 DO6092.The dynamic height is computed by dividing the NAVD 88
 DO6092.geopotential number by the normal gravity value computed on the
 DO6092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6092.degrees latitude (g = 980.6199 gals.).
 DO6092
 DO6092.The modeled gravity was interpolated from observed gravity values.
 DO6092
 DO6092;                    North         East    Units  Estimated Accuracy
 DO6092;SPC WI N     -   153,678.5     457,523.3     MT  (+/- 3 meters HH1 GPS) 
 DO6092
 DO6092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8761254053(NAD 83)
 DO6092
 DO6092                          SUPERSEDED SURVEY CONTROL
 DO6092
 DO6092  NAVD 88 (07/25/13)  358.674  (m)         1176.75   (f) SUPERSEDED  2 1
 DO6092
 DO6092.Superseded values are not recommended for survey control.
 DO6092
 DO6092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6092.See file dsdata.pdf to determine how the superseded data were derived.
 DO6092
 DO6092_MARKER: DD = SURVEY DISK
 DO6092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6092_STAMPING: 9Q02 2010
 DO6092_MARK LOGO: WIDT
 DO6092_PROJECTION: FLUSH
 DO6092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6092+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2012
 DO6092
 DO6092  HISTORY     - Date     Condition        Report By
 DO6092  HISTORY     - 2011     MONUMENTED       WIDT
 DO6092  HISTORY     - 20120803 GOOD             WIDT
 DO6092
 DO6092                          STATION DESCRIPTION
 DO6092
 DO6092'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6092'THE STATION IS LOCATED ABOUT 7.6 MI (12.3 KM) WEST OF LAKE NEBAGAMON,
 DO6092'5.9 MI (9.6 KM) NORTH OF BENNETT AND 4.4 MI (7.1 KM) SOUTHWEST OF
 DO6092'POPLAR.
 DO6092'
 DO6092'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH COUNTY
 DO6092'HIGHWAY B LOCATED APPROXIMATELY 6 MI (9.7 KM) SOUTHWEST OF THE VILLAGE
 DO6092'OF POPLAR, GO NORTH ON U.S. HIGHWAY 53 FOR 1.9 MI (3.1 KM) TO MILE
 DO6092'MARKER 217.  CONTINUE NORTH ON U.S. HIGHWAY 53 FOR 0.5 MI (0.8 KM) TO
 DO6092'THE STATION ON THE RIGHT.
 DO6092'
 DO6092'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6092'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6092'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6092'GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 18.9
 DO6092'M (62.0 FT) EAST OF THE CENTERLINE OF NORTHBOUND U.S. HIGHWAY 53, 159
 DO6092'M (521.7 FT) SOUTH OF THE CENTER OF KENT ROAD, 32.0 M (105.0 FT) NORTH
 DO6092'OF A -KENT ROAD- SIGN, 18.1 M (59.4 FT) SOUTHEAST OF A METAL HIGHWAY
 DO6092'REFLECTOR POST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6092'THREE WHITE PLASTIC WITNESS POSTS.
 DO6092'
 DO6092'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6092'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6094 ***********************************************************************
 DO6094  DESIGNATION -  9Q03
 DO6094  PID         -  DO6094
 DO6094  STATE/COUNTY-  WI/DOUGLAS
 DO6094  COUNTRY     -  US
 DO6094  USGS QUAD   -  SOUTH RANGE (2018)
 DO6094
 DO6094                         *CURRENT SURVEY CONTROL
 DO6094  ______________________________________________________________________
 DO6094* NAD 83(1986) POSITION- 46 34 05.27   (N) 091 52 40.48   (W)   HD_HELD1
 DO6094* NAVD 88 ORTHO HEIGHT -   321.942 (meters)     1056.24  (feet) ADJUSTED
 DO6094  ______________________________________________________________________
 DO6094  GEOID HEIGHT    -        -27.773 (meters)                     GEOID18
 DO6094  DYNAMIC HEIGHT  -        321.980 (meters)     1056.36  (feet) COMP
 DO6094  MODELED GRAVITY -    980,720.0   (mgal)                       NAVD 88
 DO6094
 DO6094  VERT ORDER      -  SECOND    CLASS I
 DO6094
 DO6094.The horizontal coordinates were determined by differentially corrected
 DO6094.hand held GPS observations or other comparable positioning techniques
 DO6094.and have an estimated accuracy of +/- 3 meters.
 DO6094
 DO6094.The orthometric height was determined by differential leveling and
 DO6094.adjusted by the NATIONAL GEODETIC SURVEY
 DO6094.in February 2017.
 DO6094
 DO6094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6094.GEOID18 height accuracy estimate available here.
 DO6094
 DO6094.Click photographs - Photos may exist for this station.
 DO6094
 DO6094.The dynamic height is computed by dividing the NAVD 88
 DO6094.geopotential number by the normal gravity value computed on the
 DO6094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6094.degrees latitude (g = 980.6199 gals.).
 DO6094
 DO6094.The modeled gravity was interpolated from observed gravity values.
 DO6094
 DO6094;                    North         East    Units  Estimated Accuracy
 DO6094;SPC WI N     -   157,470.3     456,044.6     MT  (+/- 3 meters HH1 GPS) 
 DO6094
 DO6094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8599257785(NAD 83)
 DO6094
 DO6094                          SUPERSEDED SURVEY CONTROL
 DO6094
 DO6094  NAVD 88 (07/25/13)  321.941  (m)         1056.23   (f) SUPERSEDED  2 1
 DO6094
 DO6094.Superseded values are not recommended for survey control.
 DO6094
 DO6094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6094.See file dsdata.pdf to determine how the superseded data were derived.
 DO6094
 DO6094_MARKER: DD = SURVEY DISK
 DO6094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6094_STAMPING: 9Q03 2010
 DO6094_MARK LOGO: WIDT
 DO6094_PROJECTION: FLUSH
 DO6094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6094+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 DO6094
 DO6094  HISTORY     - Date     Condition        Report By
 DO6094  HISTORY     - 2010     MONUMENTED       WIDT
 DO6094  HISTORY     - 20120802 GOOD             WIDT
 DO6094
 DO6094                          STATION DESCRIPTION
 DO6094
 DO6094'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6094'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF PARKLAND,
 DO6094'5.7 MI (9.2 KM) EAST-SOUTHEAST OF SOUTH RANGE AND 3.9 MI (6.3 KM)
 DO6094'WEST-SOUTHWEST OF POPLAR.
 DO6094'
 DO6094'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH U.S.
 DO6094'HIGHWAY 2 LOCATED APPROXIMATELY 5 MI (8.0 KM) NORTHWEST OF THE VILLAGE
 DO6094'OF POPLAR, GO SOUTH ON U.S. HIGHWAY 53 FOR 2.8 MI (4.5 KM) TO FOREST
 DO6094'ROAD AND THE STATION ON THE LEFT, LOCATED IN THE MEDIAN SOUTH OF THE
 DO6094'FOREST ROAD CROSS-OVER.
 DO6094'
 DO6094'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6094'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6094'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6094'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6094'PAVEMENT.  THE STATION IS 54.3 M (178.1 FT) SOUTHEAST OF THE
 DO6094'CENTERLINE OF FOREST ROAD, 35.5 M (116.5 FT) SOUTHWEST OF THE
 DO6094'CENTERLINE OF NORTHBOUND U.S. HIGHWAY 53, 33.7 M (110.6 FT) NORTHEAST
 DO6094'OF THE CENTERLINE OF SOUTHBOUND U.S. HIGHWAY 53, 31.1 M (102.0 FT)
 DO6094'SOUTHEAST OF A POWER POLE, 2.7 M (8.9 FT) NORTHEAST OF A METAL WITNESS
 DO6094'POST WITH A -SURVEY MARKER- PLAQUE, AND LOCATED IN THE CENTER OF A
 DO6094'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6094'
 DO6094'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6094'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6192 ***********************************************************************
 DO6192  DESIGNATION -  9Q04
 DO6192  PID         -  DO6192
 DO6192  STATE/COUNTY-  WI/DOUGLAS
 DO6192  COUNTRY     -  US
 DO6192  USGS QUAD   -  LAKE NEBAGAMON (2018)
 DO6192
 DO6192                         *CURRENT SURVEY CONTROL
 DO6192  ______________________________________________________________________
 DO6192* NAD 83(1986) POSITION- 46 36 14.93   (N) 091 43 22.35   (W)   HD_HELD1
 DO6192* NAVD 88 ORTHO HEIGHT -   291.106 (meters)      955.07  (feet) ADJUSTED
 DO6192  ______________________________________________________________________
 DO6192  GEOID HEIGHT    -        -28.350 (meters)                     GEOID18
 DO6192  DYNAMIC HEIGHT  -        291.136 (meters)      955.17  (feet) COMP
 DO6192  MODELED GRAVITY -    980,708.6   (mgal)                       NAVD 88
 DO6192
 DO6192  VERT ORDER      -  SECOND    CLASS I
 DO6192
 DO6192.The horizontal coordinates were determined by differentially corrected
 DO6192.hand held GPS observations or other comparable positioning techniques
 DO6192.and have an estimated accuracy of +/- 3 meters.
 DO6192
 DO6192.The orthometric height was determined by differential leveling and
 DO6192.adjusted by the NATIONAL GEODETIC SURVEY
 DO6192.in February 2017.
 DO6192
 DO6192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6192.GEOID18 height accuracy estimate available here.
 DO6192
 DO6192.Click photographs - Photos may exist for this station.
 DO6192
 DO6192.The dynamic height is computed by dividing the NAVD 88
 DO6192.geopotential number by the normal gravity value computed on the
 DO6192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6192.degrees latitude (g = 980.6199 gals.).
 DO6192
 DO6192.The modeled gravity was interpolated from observed gravity values.
 DO6192
 DO6192;                    North         East    Units  Estimated Accuracy
 DO6192;SPC WI N     -   161,203.5     468,014.1     MT  (+/- 3 meters HH1 GPS) 
 DO6192
 DO6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9780861968(NAD 83)
 DO6192
 DO6192                          SUPERSEDED SURVEY CONTROL
 DO6192
 DO6192  NAVD 88 (07/25/13)  291.114  (m)          955.10   (f) SUPERSEDED  2 1
 DO6192
 DO6192.Superseded values are not recommended for survey control.
 DO6192
 DO6192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6192.See file dsdata.pdf to determine how the superseded data were derived.
 DO6192
 DO6192_MARKER: DD = SURVEY DISK
 DO6192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6192_STAMPING: 9Q04 2010
 DO6192_MARK LOGO: WIDT
 DO6192_PROJECTION: PROJECTING 8 CENTIMETERS
 DO6192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6192+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO6192
 DO6192  HISTORY     - Date     Condition        Report By
 DO6192  HISTORY     - 2010     MONUMENTED       WIDT
 DO6192  HISTORY     - 20120718 GOOD             WIDT
 DO6192
 DO6192                          STATION DESCRIPTION
 DO6192
 DO6192'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6192'THE STATION IS LOCATED APPROXIMATELY 19.4 MI (31.2 KM) EAST-SOUTHEAST
 DO6192'OF SUPERIOR, 3.2 MI (5.1 KM) NORTHEAST OF POPLAR AND 1.0 MI (1.6 KM)
 DO6192'NORTH OF MAPLE.
 DO6192'
 DO6192'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DO6192'HIGHWAY F LOCATED IN THE COMMUNITY OF MAPLE, GO NORTH ON COUNTY
 DO6192'HIGHWAY F FOR 1.0 MI (1.6 KM) TO HEINO ROAD ON THE LEFT AND LINDGREN
 DO6192'ROAD ON THE RIGHT.  TURN LEFT AND GO WEST ON HEINO ROAD FOR 0.1 MI
 DO6192'(0.2 KM) TO THE STATION ON THE RIGHT.
 DO6192'
 DO6192'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6192'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6192'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 8 CM (3
 DO6192'INCHES) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE ROAD
 DO6192'SURFACE.  THE STATION IS 16 M (52.5 FT) NORTH OF THE CENTERLINE OF
 DO6192'HEINO ROAD, 69.7 M (228.7 FT) WEST OF A POWER POLE, 22.4 M (73.5 FT)
 DO6192'EAST-NORTHEAST OF A POWER POLE, 14.0 M (45.9 FT) SOUTH-SOUTHWEST OF A
 DO6192'BREAK IN THE OUTFIELD FENCE OF THE ARNE J. ANDERSON RECREATION CENTER
 DO6192'BALL FIELD, 7 M (23.0 FT) EAST OF THE CENTER OF AN AGRICULTURAL FIELD
 DO6192'ENTRANCE, AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DO6192'
 DO6192'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6192'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6191 ***********************************************************************
 DO6191  DESIGNATION -  9Q05
 DO6191  PID         -  DO6191
 DO6191  STATE/COUNTY-  WI/DOUGLAS
 DO6191  COUNTRY     -  US
 DO6191  USGS QUAD   -  CLOVERLAND (2018)
 DO6191
 DO6191                         *CURRENT SURVEY CONTROL
 DO6191  ______________________________________________________________________
 DO6191* NAD 83(1986) POSITION- 46 37 58.44   (N) 091 43 18.22   (W)   HD_HELD1
 DO6191* NAVD 88 ORTHO HEIGHT -   260.556 (meters)      854.84  (feet) ADJUSTED
 DO6191  ______________________________________________________________________
 DO6191  GEOID HEIGHT    -        -28.538 (meters)                     GEOID18
 DO6191  DYNAMIC HEIGHT  -        260.582 (meters)      854.93  (feet) COMP
 DO6191  MODELED GRAVITY -    980,706.4   (mgal)                       NAVD 88
 DO6191
 DO6191  VERT ORDER      -  SECOND    CLASS I
 DO6191
 DO6191.The horizontal coordinates were determined by differentially corrected
 DO6191.hand held GPS observations or other comparable positioning techniques
 DO6191.and have an estimated accuracy of +/- 3 meters.
 DO6191
 DO6191.The orthometric height was determined by differential leveling and
 DO6191.adjusted by the NATIONAL GEODETIC SURVEY
 DO6191.in February 2017.
 DO6191
 DO6191.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6191.GEOID18 height accuracy estimate available here.
 DO6191
 DO6191.Click photographs - Photos may exist for this station.
 DO6191
 DO6191.The dynamic height is computed by dividing the NAVD 88
 DO6191.geopotential number by the normal gravity value computed on the
 DO6191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6191.degrees latitude (g = 980.6199 gals.).
 DO6191
 DO6191.The modeled gravity was interpolated from observed gravity values.
 DO6191
 DO6191;                    North         East    Units  Estimated Accuracy
 DO6191;SPC WI N     -   164,397.1     468,171.3     MT  (+/- 3 meters HH1 GPS) 
 DO6191
 DO6191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9784465164(NAD 83)
 DO6191
 DO6191                          SUPERSEDED SURVEY CONTROL
 DO6191
 DO6191  NAVD 88 (07/25/13)  260.564  (m)          854.87   (f) SUPERSEDED  2 1
 DO6191
 DO6191.Superseded values are not recommended for survey control.
 DO6191
 DO6191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6191.See file dsdata.pdf to determine how the superseded data were derived.
 DO6191
 DO6191_MARKER: DD = SURVEY DISK
 DO6191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6191_STAMPING: 9Q05 2010
 DO6191_MARK LOGO: WIDT
 DO6191_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6191+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO6191
 DO6191  HISTORY     - Date     Condition        Report By
 DO6191  HISTORY     - 2011     MONUMENTED       WIDT
 DO6191  HISTORY     - 20120718 GOOD             WIDT
 DO6191
 DO6191                          STATION DESCRIPTION
 DO6191
 DO6191'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6191'THE STATION IS APPROXIMATELY 19.1 MI (30.7 KM) EAST-SOUTHEAST OF
 DO6191'SUPERIOR, 4.3 MI (6.9 KM) NORTHEAST OF POPLAR, AND 3 MI (4.8 KM) NORTH
 DO6191'OF MAPLE.
 DO6191'
 DO6191'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DO6191'HIGHWAY F IN THE COMMUNITY OF MAPLE, GO NORTH ON COUNTY HIGHWAY F FOR
 DO6191'3.0 MI (4.8 KM) TO COUNTY HIGHWAY FF ON THE RIGHT, LUND ROAD ON THE
 DO6191'LEFT AND THE STATION ON THE LEFT, LOCATED IN THE SOUTHWEST QUADRANT OF
 DO6191'THE INTERSECTION.
 DO6191'
 DO6191'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6191'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6191'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO6191'INCHES) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE ROAD
 DO6191'SURFACE.  THE STATION IS 8 M (26.2 FT) SOUTH OF THE CENTERLINE OF LUND
 DO6191'ROAD, 36.3 M (119.1 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 13,
 DO6191'23.9 M (78.4 FT) SOUTHWEST OF A POWER POLE WITH A SINGLE GUY WIRE TO
 DO6191'THE WEST, 19.7 M (64.6 FT) SOUTH-SOUTHEAST OF A METAL RIGHT-OF-WAY
 DO6191'POST, 12.8 M (42.0 FT) EAST OF A METAL RIGHT-OF-WAY POST, AND LOCATED
 DO6191'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DO6191'POSTS.
 DO6191'
 DO6191'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6191'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6178 ***********************************************************************
 DO6178  DESIGNATION -  9Q71
 DO6178  PID         -  DO6178
 DO6178  STATE/COUNTY-  WI/DOUGLAS
 DO6178  COUNTRY     -  US
 DO6178  USGS QUAD   -  OULU (2018)
 DO6178
 DO6178                         *CURRENT SURVEY CONTROL
 DO6178  ______________________________________________________________________
 DO6178* NAD 83(1986) POSITION- 46 40 34.34   (N) 091 35 56.82   (W)   HD_HELD1
 DO6178* NAVD 88 ORTHO HEIGHT -   255.774 (meters)      839.15  (feet) ADJUSTED
 DO6178  ______________________________________________________________________
 DO6178  GEOID HEIGHT    -        -29.192 (meters)                     GEOID18
 DO6178  DYNAMIC HEIGHT  -        255.797 (meters)      839.23  (feet) COMP
 DO6178  MODELED GRAVITY -    980,696.5   (mgal)                       NAVD 88
 DO6178
 DO6178  VERT ORDER      -  SECOND    CLASS I
 DO6178
 DO6178.The horizontal coordinates were determined by differentially corrected
 DO6178.hand held GPS observations or other comparable positioning techniques
 DO6178.and have an estimated accuracy of +/- 3 meters.
 DO6178
 DO6178.The orthometric height was determined by differential leveling and
 DO6178.adjusted by the NATIONAL GEODETIC SURVEY
 DO6178.in February 2017.
 DO6178
 DO6178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6178.GEOID18 height accuracy estimate available here.
 DO6178
 DO6178.Click photographs - Photos may exist for this station.
 DO6178
 DO6178.The dynamic height is computed by dividing the NAVD 88
 DO6178.geopotential number by the normal gravity value computed on the
 DO6178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6178.degrees latitude (g = 980.6199 gals.).
 DO6178
 DO6178.The modeled gravity was interpolated from observed gravity values.
 DO6178
 DO6178;                    North         East    Units  Estimated Accuracy
 DO6178;SPC WI N     -   169,013.8     477,654.9     MT  (+/- 3 meters HH1 GPS) 
 DO6178
 DO6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0714470136(NAD 83)
 DO6178
 DO6178                          SUPERSEDED SURVEY CONTROL
 DO6178
 DO6178  NAVD 88 (07/25/13)  255.785  (m)          839.19   (f) SUPERSEDED  2 1
 DO6178
 DO6178.Superseded values are not recommended for survey control.
 DO6178
 DO6178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6178.See file dsdata.pdf to determine how the superseded data were derived.
 DO6178
 DO6178_MARKER: DD = SURVEY DISK
 DO6178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6178_STAMPING: 9Q71 2010
 DO6178_MARK LOGO: WIDT
 DO6178_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6178+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2012
 DO6178
 DO6178  HISTORY     - Date     Condition        Report By
 DO6178  HISTORY     - 2010     MONUMENTED       WIDT
 DO6178  HISTORY     - 20120716 GOOD             WIDT
 DO6178
 DO6178                          STATION DESCRIPTION
 DO6178
 DO6178'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6178'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF BRULE, 4.4 MI
 DO6178'(7.1 KM) NORTHWEST OF OULU AND 3.8 MI (6.1 KM) EAST OF CLOVERLAND.
 DO6178'
 DO6178'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6178'HIGHWAY H LOCATED APPROXIMATELY 12 MI (19.3 KM) NORTHEAST OF THE
 DO6178'VILLAGE OF POPLAR, GO WEST ON STATE HIGHWAY 13 FOR 1.5 MI (2.4 KM) TO
 DO6178'TOWN PARK ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DO6178'
 DO6178'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6178'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6178'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6178'INCH) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) ABOVE THE
 DO6178'HIGHWAY PAVEMENT.  THE STATION IS 19.1 M (62.7 FT) SOUTHEAST OF THE
 DO6178'CENTERLINE OF STATE HIGHWAY 13, 9 M (29.5 FT) NORTHEAST OF THE
 DO6178'CENTERLINE OF TOWN PARK ROAD, 13.5 M (44.3 FT) SOUTH OF A -LEFT ARROW-
 DO6178'SIGN, 5.7 M (18.7 FT) EAST OF A -STOP- SIGN, AND LOCATED IN THE CENTER
 DO6178'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6178'
 DO6178'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6178'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTHEAST EXTENDING
 DO6178'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6177 ***********************************************************************
 DO6177  DESIGNATION -  9Q72
 DO6177  PID         -  DO6177
 DO6177  STATE/COUNTY-  WI/DOUGLAS
 DO6177  COUNTRY     -  US
 DO6177  USGS QUAD   -  OULU (2018)
 DO6177
 DO6177                         *CURRENT SURVEY CONTROL
 DO6177  ______________________________________________________________________
 DO6177* NAD 83(1986) POSITION- 46 40 38.82   (N) 091 35 30.54   (W)   HD_HELD1
 DO6177* NAVD 88 ORTHO HEIGHT -   252.628 (meters)      828.83  (feet) ADJUSTED
 DO6177  ______________________________________________________________________
 DO6177  GEOID HEIGHT    -        -29.229 (meters)                     GEOID18
 DO6177  DYNAMIC HEIGHT  -        252.650 (meters)      828.90  (feet) COMP
 DO6177  MODELED GRAVITY -    980,694.9   (mgal)                       NAVD 88
 DO6177
 DO6177  VERT ORDER      -  SECOND    CLASS I
 DO6177
 DO6177.The horizontal coordinates were determined by differentially corrected
 DO6177.hand held GPS observations or other comparable positioning techniques
 DO6177.and have an estimated accuracy of +/- 3 meters.
 DO6177
 DO6177.The orthometric height was determined by differential leveling and
 DO6177.adjusted by the NATIONAL GEODETIC SURVEY
 DO6177.in February 2017.
 DO6177
 DO6177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6177.GEOID18 height accuracy estimate available here.
 DO6177
 DO6177.Click photographs - Photos may exist for this station.
 DO6177
 DO6177.The dynamic height is computed by dividing the NAVD 88
 DO6177.geopotential number by the normal gravity value computed on the
 DO6177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6177.degrees latitude (g = 980.6199 gals.).
 DO6177
 DO6177.The modeled gravity was interpolated from observed gravity values.
 DO6177
 DO6177;                    North         East    Units  Estimated Accuracy
 DO6177;SPC WI N     -   169,140.8     478,216.1     MT  (+/- 3 meters HH1 GPS) 
 DO6177
 DO6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0769970284(NAD 83)
 DO6177
 DO6177                          SUPERSEDED SURVEY CONTROL
 DO6177
 DO6177  NAVD 88 (07/25/13)  252.640  (m)          828.87   (f) SUPERSEDED  2 1
 DO6177
 DO6177.Superseded values are not recommended for survey control.
 DO6177
 DO6177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6177.See file dsdata.pdf to determine how the superseded data were derived.
 DO6177
 DO6177_MARKER: DD = SURVEY DISK
 DO6177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6177_STAMPING: 9Q72 2010
 DO6177_MARK LOGO: WIDT
 DO6177_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6177+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DO6177
 DO6177  HISTORY     - Date     Condition        Report By
 DO6177  HISTORY     - 2010     MONUMENTED       WIDT
 DO6177  HISTORY     - 20120711 GOOD             WIDT
 DO6177
 DO6177                          STATION DESCRIPTION
 DO6177
 DO6177'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6177'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF BRULE, 4.2 MI
 DO6177'(6.8 KM) NORTHWEST OF OULU AND 4.1 MI (6.6 KM) EAST OF CLOVERLAND.
 DO6177'
 DO6177'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6177'HIGHWAY H LOCATED APPROXIMATELY 12 MI (19.3 KM) NORTHEAST OF THE
 DO6177'VILLAGE OF POPLAR, GO WEST THEN NORTHWEST ON STATE HIGHWAY 13 FOR 0.9
 DO6177'MI (1.4 KM) TO LOVELAND ROAD ON THE RIGHT AND THE STATION ON THE
 DO6177'RIGHT.
 DO6177'
 DO6177'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6177'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6177'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6177'INCH) ABOVE THE GROUND AND APPROXIMATELY 2 M (6.6 FT) ABOVE THE
 DO6177'HIGHWAY PAVEMENT.  THE STATION IS 35.8 M (117.5 FT) NORTHEAST OF THE
 DO6177'CENTERLINE OF STATE HIGHWAY 13, 20.1 M (65.9 FT) WEST OF THE
 DO6177'CENTERLINE OF LOVELAND ROAD, 90 M (295.3 FT) SOUTH OF THE CENTER OF A
 DO6177'PRIVATE DRIVE -2366 S-, 37.8 M (124.0 FT) NORTH OF A -STOP- SIGN, AND
 DO6177'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6177'WITNESS POSTS.
 DO6177'
 DO6177'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6177'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6176 ***********************************************************************
 DO6176  DESIGNATION -  9Q73
 DO6176  PID         -  DO6176
 DO6176  STATE/COUNTY-  WI/DOUGLAS
 DO6176  COUNTRY     -  US
 DO6176  USGS QUAD   -  OULU (2018)
 DO6176
 DO6176                         *CURRENT SURVEY CONTROL
 DO6176  ______________________________________________________________________
 DO6176* NAD 83(1986) POSITION- 46 41 23.24   (N) 091 34 24.04   (W)   HD_HELD1
 DO6176* NAVD 88 ORTHO HEIGHT -   246.928 (meters)      810.13  (feet) ADJUSTED
 DO6176  ______________________________________________________________________
 DO6176  GEOID HEIGHT    -        -29.358 (meters)                     GEOID18
 DO6176  DYNAMIC HEIGHT  -        246.949 (meters)      810.20  (feet) COMP
 DO6176  MODELED GRAVITY -    980,693.4   (mgal)                       NAVD 88
 DO6176
 DO6176  VERT ORDER      -  SECOND    CLASS I
 DO6176
 DO6176.The horizontal coordinates were determined by differentially corrected
 DO6176.hand held GPS observations or other comparable positioning techniques
 DO6176.and have an estimated accuracy of +/- 3 meters.
 DO6176
 DO6176.The orthometric height was determined by differential leveling and
 DO6176.adjusted by the NATIONAL GEODETIC SURVEY
 DO6176.in February 2017.
 DO6176
 DO6176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6176.GEOID18 height accuracy estimate available here.
 DO6176
 DO6176.Click photographs - Photos may exist for this station.
 DO6176
 DO6176.The dynamic height is computed by dividing the NAVD 88
 DO6176.geopotential number by the normal gravity value computed on the
 DO6176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6176.degrees latitude (g = 980.6199 gals.).
 DO6176
 DO6176.The modeled gravity was interpolated from observed gravity values.
 DO6176
 DO6176;                    North         East    Units  Estimated Accuracy
 DO6176;SPC WI N     -   170,484.0     479,656.4     MT  (+/- 3 meters HH1 GPS) 
 DO6176
 DO6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0908771680(NAD 83)
 DO6176
 DO6176                          SUPERSEDED SURVEY CONTROL
 DO6176
 DO6176  NAVD 88 (07/25/13)  246.940  (m)          810.17   (f) SUPERSEDED  2 1
 DO6176
 DO6176.Superseded values are not recommended for survey control.
 DO6176
 DO6176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6176.See file dsdata.pdf to determine how the superseded data were derived.
 DO6176
 DO6176_MARKER: DD = SURVEY DISK
 DO6176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6176_STAMPING: 9Q73 2010
 DO6176_MARK LOGO: WIDT
 DO6176_PROJECTION: PROJECTING 8 CENTIMETERS
 DO6176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6176+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DO6176
 DO6176  HISTORY     - Date     Condition        Report By
 DO6176  HISTORY     - 2011     MONUMENTED       WIDT
 DO6176  HISTORY     - 20120711 GOOD             WIDT
 DO6176
 DO6176                          STATION DESCRIPTION
 DO6176
 DO6176'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6176'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTH OF BRULE, 5.1 MI
 DO6176'(8.2 KM) EAST OF CLOVERLAND AND 4.4 MI (7.1 KM) NORTH-NORTHWEST OF
 DO6176'OULU.
 DO6176'
 DO6176'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6176'HIGHWAY H LOCATED APPROXIMATELY 12 MI (19.3 KM) NORTHEAST OF THE
 DO6176'VILLAGE OF POPLAR, GO NORTH ON STATE HIGHWAY 13 FOR 0.95 MI (1.5 KM)
 DO6176'TO THE STATION ON THE LEFT.
 DO6176'
 DO6176'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6176'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6176'INCH) DIAMETER CONCRETE POST 7.0 FT (2.1 M) DEEP, PROJECTING 8 CM (3
 DO6176'INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DO6176'THE HIGHWAY PAVEMENT.  THE STATION IS 16.2 M (53.1 FT) WEST OF THE
 DO6176'CENTERLINE OF STATE HIGHWAY 13, 77 M (252.6 FT) SOUTH OF THE EXTENDED
 DO6176'CENTERLINE OF REMER ROAD, 39.5 M (129.6 FT) WEST OF A METAL
 DO6176'RIGHT-OF-WAY POST LOCATED IN BETWEEN TWO TELEPHONE JUNCTION BOXES,
 DO6176'29.3 M (96.1 FT) NORTH OF A METAL RIGHT-OF-WAY POST, AND LOCATED IN
 DO6176'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6176'
 DO6176'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6176'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6175 ***********************************************************************
 DO6175  DESIGNATION -  9Q74
 DO6175  PID         -  DO6175
 DO6175  STATE/COUNTY-  WI/DOUGLAS
 DO6175  COUNTRY     -  US
 DO6175  USGS QUAD   -  OULU (2018)
 DO6175
 DO6175                         *CURRENT SURVEY CONTROL
 DO6175  ______________________________________________________________________
 DO6175* NAD 83(1986) POSITION- 46 43 33.0    (N) 091 34 24.9    (W)   HD_HELD2
 DO6175* NAVD 88 ORTHO HEIGHT -   216.609 (meters)      710.66  (feet) ADJUSTED
 DO6175  ______________________________________________________________________
 DO6175  GEOID HEIGHT    -        -29.451 (meters)                     GEOID18
 DO6175  DYNAMIC HEIGHT  -        216.630 (meters)      710.73  (feet) COMP
 DO6175  MODELED GRAVITY -    980,704.0   (mgal)                       NAVD 88
 DO6175
 DO6175  VERT ORDER      -  SECOND    CLASS I
 DO6175
 DO6175.The horizontal coordinates were established by autonomous hand held GPS
 DO6175.observations and have an estimated accuracy of +/- 10 meters.
 DO6175
 DO6175.The orthometric height was determined by differential leveling and
 DO6175.adjusted by the NATIONAL GEODETIC SURVEY
 DO6175.in February 2017.
 DO6175
 DO6175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6175.GEOID18 height accuracy estimate available here.
 DO6175
 DO6175.Click photographs - Photos may exist for this station.
 DO6175
 DO6175.The dynamic height is computed by dividing the NAVD 88
 DO6175.geopotential number by the normal gravity value computed on the
 DO6175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6175.degrees latitude (g = 980.6199 gals.).
 DO6175
 DO6175.The modeled gravity was interpolated from observed gravity values.
 DO6175
 DO6175;                    North         East    Units  Estimated Accuracy
 DO6175;SPC WI N     -   174,490.      479,717.      MT  (+/- 10 meters HH2 GPS)
 DO6175
 DO6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0899675685(NAD 83)
 DO6175
 DO6175                          SUPERSEDED SURVEY CONTROL
 DO6175
 DO6175  NAVD 88 (07/25/13)  216.622  (m)          710.70   (f) SUPERSEDED  2 1
 DO6175
 DO6175.Superseded values are not recommended for survey control.
 DO6175
 DO6175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6175.See file dsdata.pdf to determine how the superseded data were derived.
 DO6175
 DO6175_MARKER: DD = SURVEY DISK
 DO6175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6175_STAMPING: 9Q74 2010
 DO6175_MARK LOGO: WIDT
 DO6175_PROJECTION: PROJECTING 13 CENTIMETERS
 DO6175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6175+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2012
 DO6175
 DO6175  HISTORY     - Date     Condition        Report By
 DO6175  HISTORY     - 2011     MONUMENTED       WIDT
 DO6175  HISTORY     - 20120716 GOOD             WIDT
 DO6175
 DO6175                          STATION DESCRIPTION
 DO6175
 DO6175'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6175'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST-SOUTHWEST OF PORT
 DO6175'WING, 6.7 MI (10.8 KM) NORTH-NORTHWEST OF OULU AND 6.0 MI (9.7 KM)
 DO6175'NORTHEAST OF CLOVERLAND.
 DO6175'
 DO6175'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6175'HIGHWAY H LOCATED APPROXIMATELY 12 MI (19.3 KM) NORTHEAST OF THE
 DO6175'VILLAGE OF POPLAR, GO NORTH ON STATE HIGHWAY 13 FOR 3.0 MI (4.8 KM) TO
 DO6175'TRAILS END ROAD ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 13 FOR
 DO6175'0.45 MI (0.7 KM) TO THE STATION ON THE LEFT.
 DO6175'
 DO6175'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6175'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6175'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 13 CM (5
 DO6175'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO6175'HIGHWAY PAVEMENT.  THE STATION IS 14.9 M (48.9 FT) WEST OF THE
 DO6175'CENTERLINE OF STATE HIGHWAY 13, 183 M (600.4 FT) NORTH OF THE CENTER
 DO6175'OF A PRIVATE DRIVE -1081S-, 83.5 M (273.9 FT) SOUTH OF A WHITE
 DO6175'FIBERGLASS CULVERT MARKER, 35 M (114.8 FT) NORTH OF THE EXTENDED
 DO6175'CENTER OF A GRASS TRAIL ENTRANCE, AND LOCATED IN THE CENTER OF A
 DO6175'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6175'
 DO6175'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6175'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6174 ***********************************************************************
 DO6174  DESIGNATION -  9Q75
 DO6174  PID         -  DO6174
 DO6174  STATE/COUNTY-  WI/DOUGLAS
 DO6174  COUNTRY     -  US
 DO6174  USGS QUAD   -  OULU (2018)
 DO6174
 DO6174                         *CURRENT SURVEY CONTROL
 DO6174  ______________________________________________________________________
 DO6174* NAD 83(1986) POSITION- 46 44 52.9    (N) 091 33 16.7    (W)   HD_HELD2
 DO6174* NAVD 88 ORTHO HEIGHT -   197.392 (meters)      647.61  (feet) ADJUSTED
 DO6174  ______________________________________________________________________
 DO6174  GEOID HEIGHT    -        -29.586 (meters)                     GEOID18
 DO6174  DYNAMIC HEIGHT  -        197.411 (meters)      647.67  (feet) COMP
 DO6174  MODELED GRAVITY -    980,706.2   (mgal)                       NAVD 88
 DO6174
 DO6174  VERT ORDER      -  SECOND    CLASS I
 DO6174
 DO6174.The horizontal coordinates were established by autonomous hand held GPS
 DO6174.observations and have an estimated accuracy of +/- 10 meters.
 DO6174
 DO6174.The orthometric height was determined by differential leveling and
 DO6174.adjusted by the NATIONAL GEODETIC SURVEY
 DO6174.in February 2017.
 DO6174
 DO6174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6174.GEOID18 height accuracy estimate available here.
 DO6174
 DO6174.Click photographs - Photos may exist for this station.
 DO6174
 DO6174.The dynamic height is computed by dividing the NAVD 88
 DO6174.geopotential number by the normal gravity value computed on the
 DO6174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6174.degrees latitude (g = 980.6199 gals.).
 DO6174
 DO6174.The modeled gravity was interpolated from observed gravity values.
 DO6174
 DO6174;                    North         East    Units  Estimated Accuracy
 DO6174;SPC WI N     -   176,929.      481,214.      MT  (+/- 10 meters HH2 GPS)
 DO6174
 DO6174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1039978178(NAD 83)
 DO6174
 DO6174                          SUPERSEDED SURVEY CONTROL
 DO6174
 DO6174  NAVD 88 (07/25/13)  197.406  (m)          647.66   (f) SUPERSEDED  2 1
 DO6174
 DO6174.Superseded values are not recommended for survey control.
 DO6174
 DO6174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6174.See file dsdata.pdf to determine how the superseded data were derived.
 DO6174
 DO6174_MARKER: DD = SURVEY DISK
 DO6174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6174_STAMPING: 9Q75 2010
 DO6174_MARK LOGO: WIDT
 DO6174_PROJECTION: PROJECTING 8 CENTIMETERS
 DO6174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6174+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2012
 DO6174
 DO6174  HISTORY     - Date     Condition        Report By
 DO6174  HISTORY     - 2011     MONUMENTED       WIDT
 DO6174  HISTORY     - 20120716 GOOD             WIDT
 DO6174
 DO6174                          STATION DESCRIPTION
 DO6174
 DO6174'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6174'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-SOUTHWEST OF PORT
 DO6174'WING, 8.0 MI (12.9 KM) NORTH OF OULU AND 7.7 MI (12.4 KM) NORTHEAST OF
 DO6174'CLOVERLAND.
 DO6174'
 DO6174'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6174'HIGHWAY H LOCATED APPROXIMATELY 12 MI (19.3 KM) NORTHEAST OF THE
 DO6174'VILLAGE OF POPLAR, GO NORTH ON STATE HIGHWAY 13 FOR 4.9 MI (7.9 KM) TO
 DO6174'BRACKETTS CIRCLE ON THE LEFT.  CONTINUE NORTHEAST THEN EAST ON STATE
 DO6174'HIGHWAY 13 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DO6174'
 DO6174'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6174'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6174'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 8 CM (3
 DO6174'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO6174'HIGHWAY PAVEMENT.  THE STATION IS 12.6 M (41.3 FT) SOUTH OF THE
 DO6174'CENTERLINE OF STATE HIGHWAY 13, 191 M (626.6 FT) WEST OF A --BAYFIELD
 DO6174'COUNTY-- SIGN, 155 M (508.5 FT) EAST-SOUTHEAST OF A --NO PASSING
 DO6174'ZONE-- SIGN, 6.2 M (20.3 FT) NORTH-NORTHEAST OF A METAL RIGHT-OF-WAY
 DO6174'POST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6174'PLASTIC WITNESS POSTS.
 DO6174'
 DO6174'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6174'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH ACROSS THE
 DO6174'HIGHWAY EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6124 ***********************************************************************
 DO6124  DESIGNATION -  9R01
 DO6124  PID         -  DO6124
 DO6124  STATE/COUNTY-  WI/BAYFIELD
 DO6124  COUNTRY     -  US
 DO6124  USGS QUAD   -  IRON LAKE (2018)
 DO6124
 DO6124                         *CURRENT SURVEY CONTROL
 DO6124  ______________________________________________________________________
 DO6124* NAD 83(1986) POSITION- 46 30 43.8    (N) 091 25 42.0    (W)   HD_HELD2
 DO6124* NAVD 88 ORTHO HEIGHT -   381.022 (meters)     1250.07  (feet) ADJUSTED
 DO6124  ______________________________________________________________________
 DO6124  GEOID HEIGHT    -        -29.213 (meters)                     GEOID18
 DO6124  DYNAMIC HEIGHT  -        381.042 (meters)     1250.14  (feet) COMP
 DO6124  MODELED GRAVITY -    980,655.0   (mgal)                       NAVD 88
 DO6124
 DO6124  VERT ORDER      -  SECOND    CLASS I
 DO6124
 DO6124.The horizontal coordinates were established by autonomous hand held GPS
 DO6124.observations and have an estimated accuracy of +/- 10 meters.
 DO6124
 DO6124.The orthometric height was determined by differential leveling and
 DO6124.adjusted by the NATIONAL GEODETIC SURVEY
 DO6124.in February 2017.
 DO6124
 DO6124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6124.GEOID18 height accuracy estimate available here.
 DO6124
 DO6124.Click photographs - Photos may exist for this station.
 DO6124
 DO6124.The dynamic height is computed by dividing the NAVD 88
 DO6124.geopotential number by the normal gravity value computed on the
 DO6124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6124.degrees latitude (g = 980.6199 gals.).
 DO6124
 DO6124.The modeled gravity was interpolated from observed gravity values.
 DO6124
 DO6124;                    North         East    Units  Estimated Accuracy
 DO6124;SPC WI N     -   150,533.      490,392.      MT  (+/- 10 meters HH2 GPS)
 DO6124
 DO6124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2056952155(NAD 83)
 DO6124
 DO6124                          SUPERSEDED SURVEY CONTROL
 DO6124
 DO6124  NAVD 88 (07/25/13)  381.042  (m)         1250.14   (f) SUPERSEDED  2 1
 DO6124
 DO6124.Superseded values are not recommended for survey control.
 DO6124
 DO6124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6124.See file dsdata.pdf to determine how the superseded data were derived.
 DO6124
 DO6124_MARKER: DD = SURVEY DISK
 DO6124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6124_STAMPING: 9R01 2010
 DO6124_MARK LOGO: WIDT
 DO6124_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6124_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6124+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2012
 DO6124
 DO6124  HISTORY     - Date     Condition        Report By
 DO6124  HISTORY     - 2011     MONUMENTED       WIDT
 DO6124  HISTORY     - 20120912 GOOD             WIDT
 DO6124
 DO6124                          STATION DESCRIPTION
 DO6124
 DO6124'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6124'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH-SOUTHEAST OF OULU,
 DO6124'8.0 MI (12.9 KM) WEST-NORTHWEST OF DELTA AND 7.6 MI (12.2 KM)
 DO6124'EAST-SOUTHEAST OF BRULE.
 DO6124'
 DO6124'TO REACH THE STATION FROM THE WESTERLY JUNCTION OF U.S. HIGHWAY 2 WITH
 DO6124'COUNTY HIGHWAY A IN THE TOWN OF IRON RIVER, GO SOUTHERLY ON COUNTY
 DO6124'HIGHWAY A FOR 3.6 MI (5.8 KM) TO BRADFIELD ROAD ON THE RIGHT.
 DO6124'CONTINUE SOUTH ON COUNTY HIGHWAY A FOR 0.2 MI (0.3 KM) TO THE STATION
 DO6124'ON THE LEFT.
 DO6124'
 DO6124'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6124'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6124'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 4 CM (2
 DO6124'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1.5 M (4.9 FT) ABOVE THE
 DO6124'HIGHWAY PAVEMENT.  THE STATION IS 11.2 M (36.7 FT) EAST OF THE
 DO6124'CENTERLINE OF COUNTY HIGHWAY A, 37.7 M (123.7 FT) SOUTHEAST OF A POWER
 DO6124'POLE --350796 AMERICAN--, 22.6 M (74.1 FT) EAST OF A TELEPHONE
 DO6124'JUNCTION BOX --IRIL C 34--, 13 M (42.7 FT) SOUTH OF THE CENTER OF A
 DO6124'DRIVEWAY FOR A GRAVEL PIT, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6124'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6124'
 DO6124'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6124'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST AND SOUTHEAST
 DO6124'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6125 ***********************************************************************
 DO6125  DESIGNATION -  9R02
 DO6125  PID         -  DO6125
 DO6125  STATE/COUNTY-  WI/BAYFIELD
 DO6125  COUNTRY     -  US
 DO6125  USGS QUAD   -  IRON LAKE (2018)
 DO6125
 DO6125                         *CURRENT SURVEY CONTROL
 DO6125  ______________________________________________________________________
 DO6125* NAD 83(1986) POSITION- 46 32 20.2    (N) 091 25 40.8    (W)   HD_HELD2
 DO6125* NAVD 88 ORTHO HEIGHT -   347.570 (meters)     1140.32  (feet) ADJUSTED
 DO6125  ______________________________________________________________________
 DO6125  GEOID HEIGHT    -        -29.360 (meters)                     GEOID18
 DO6125  DYNAMIC HEIGHT  -        347.588 (meters)     1140.38  (feet) COMP
 DO6125  MODELED GRAVITY -    980,656.6   (mgal)                       NAVD 88
 DO6125
 DO6125  VERT ORDER      -  SECOND    CLASS I
 DO6125
 DO6125.The horizontal coordinates were established by autonomous hand held GPS
 DO6125.observations and have an estimated accuracy of +/- 10 meters.
 DO6125
 DO6125.The orthometric height was determined by differential leveling and
 DO6125.adjusted by the NATIONAL GEODETIC SURVEY
 DO6125.in February 2017.
 DO6125
 DO6125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6125.GEOID18 height accuracy estimate available here.
 DO6125
 DO6125.Click photographs - Photos may exist for this station.
 DO6125
 DO6125.The dynamic height is computed by dividing the NAVD 88
 DO6125.geopotential number by the normal gravity value computed on the
 DO6125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6125.degrees latitude (g = 980.6199 gals.).
 DO6125
 DO6125.The modeled gravity was interpolated from observed gravity values.
 DO6125
 DO6125;                    North         East    Units  Estimated Accuracy
 DO6125;SPC WI N     -   153,509.      490,471.      MT  (+/- 10 meters HH2 GPS)
 DO6125
 DO6125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2053555131(NAD 83)
 DO6125
 DO6125                          SUPERSEDED SURVEY CONTROL
 DO6125
 DO6125  NAVD 88 (07/25/13)  347.591  (m)         1140.39   (f) SUPERSEDED  2 1
 DO6125
 DO6125.Superseded values are not recommended for survey control.
 DO6125
 DO6125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6125.See file dsdata.pdf to determine how the superseded data were derived.
 DO6125
 DO6125_MARKER: DD = SURVEY DISK
 DO6125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6125_STAMPING: 9R02 2010
 DO6125_MARK LOGO: WIDT
 DO6125_PROJECTION: FLUSH
 DO6125_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6125+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2012
 DO6125
 DO6125  HISTORY     - Date     Condition        Report By
 DO6125  HISTORY     - 2010     MONUMENTED       WIDT
 DO6125  HISTORY     - 20120912 GOOD             WIDT
 DO6125
 DO6125                          STATION DESCRIPTION
 DO6125
 DO6125'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6125'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF DELTA,
 DO6125'8.2 MI (13.1 KM) SOUTHEAST OF OULU AND 7.1 MI (11.5 KM) EAST OF BRULE.
 DO6125'TO REACH THE STATION FROM THE WESTERN JUNCTION OF U.S. HIGHWAY 2 WITH
 DO6125'COUNTY HIGHWAY A IN THE TOWN OF IRON RIVER, GO SOUTHERLY ON COUNTY
 DO6125'HIGHWAY A FOR 1.8 MI (2.9 KM) TO SZCZYGIEL ROAD ON THE RIGHT.
 DO6125'CONTINUE SOUTH ON COUNTY HIGHWAY A FOR 0.25 MI (0.4 KM) TO SPIDER LAKE
 DO6125'ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DO6125'
 DO6125'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6125'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6125'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6125'GROUND AND APPROXIMATELY LEVEL WITH THE COUNTY HIGHWAY A PAVEMENT.
 DO6125'THE STATION IS 21.7 M (71.2 FT) EAST OF THE CENTERLINE OF COUNTY
 DO6125'HIGHWAY A, 9 M (29.5 FT) NORTH OF THE CENTERLINE OF SPIDER LAKE ROAD,
 DO6125'36.5 M (119.8 FT) EAST-NORTHEAST OF A POWER POLE, 17.9 M (58.7 FT)
 DO6125'NORTH OF A TELEPHONE JUNCTION BOX --IRIL C7 1--, 16.0 M (52.5 FT)
 DO6125'NORTH-NORTHWEST OF A POWER POLE, AND LOCATED IN THE CENTER OF A
 DO6125'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6125'
 DO6125'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES
 DO6125'SURROUNDING THE STATION EXTENDING HIGHER THAN 40 DEGREES ABOVE THE
 DO6125'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6126 ***********************************************************************
 DO6126  DESIGNATION -  9R03
 DO6126  PID         -  DO6126
 DO6126  STATE/COUNTY-  WI/BAYFIELD
 DO6126  COUNTRY     -  US
 DO6126  USGS QUAD   -  IRON LAKE (2018)
 DO6126
 DO6126                         *CURRENT SURVEY CONTROL
 DO6126  ______________________________________________________________________
 DO6126* NAD 83(1986) POSITION- 46 35 44.5    (N) 091 24 25.3    (W)   HD_HELD2
 DO6126* NAVD 88 ORTHO HEIGHT -   304.315 (meters)      998.41  (feet) ADJUSTED
 DO6126  ______________________________________________________________________
 DO6126  GEOID HEIGHT    -        -29.747 (meters)                     GEOID18
 DO6126  DYNAMIC HEIGHT  -        304.329 (meters)      998.45  (feet) COMP
 DO6126  MODELED GRAVITY -    980,654.1   (mgal)                       NAVD 88
 DO6126
 DO6126  VERT ORDER      -  SECOND    CLASS I
 DO6126
 DO6126.The horizontal coordinates were established by autonomous hand held GPS
 DO6126.observations and have an estimated accuracy of +/- 10 meters.
 DO6126
 DO6126.The orthometric height was determined by differential leveling and
 DO6126.adjusted by the NATIONAL GEODETIC SURVEY
 DO6126.in February 2017.
 DO6126
 DO6126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6126.GEOID18 height accuracy estimate available here.
 DO6126
 DO6126.Click photographs - Photos may exist for this station.
 DO6126
 DO6126.The dynamic height is computed by dividing the NAVD 88
 DO6126.geopotential number by the normal gravity value computed on the
 DO6126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6126.degrees latitude (g = 980.6199 gals.).
 DO6126
 DO6126.The modeled gravity was interpolated from observed gravity values.
 DO6126
 DO6126;                    North         East    Units  Estimated Accuracy
 DO6126;SPC WI N     -   159,787.      492,191.      MT  (+/- 10 meters HH2 GPS)
 DO6126
 DO6126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2201661469(NAD 83)
 DO6126
 DO6126                          SUPERSEDED SURVEY CONTROL
 DO6126
 DO6126  NAVD 88 (07/25/13)  304.336  (m)          998.48   (f) SUPERSEDED  2 1
 DO6126
 DO6126.Superseded values are not recommended for survey control.
 DO6126
 DO6126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6126.See file dsdata.pdf to determine how the superseded data were derived.
 DO6126
 DO6126_MARKER: DD = SURVEY DISK
 DO6126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6126_STAMPING: 9R03 2010
 DO6126_MARK LOGO: WIDT
 DO6126_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6126_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6126+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2012
 DO6126
 DO6126  HISTORY     - Date     Condition        Report By
 DO6126  HISTORY     - 2010     MONUMENTED       WIDT
 DO6126  HISTORY     - 20120914 GOOD             WIDT
 DO6126
 DO6126                          STATION DESCRIPTION
 DO6126
 DO6126'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6126'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTHWEST OF DELTA, 8.6
 DO6126'MI (13.8 KM) EAST-NORTHEAST OF BRULE AND 6.5 MI (10.4 KM)
 DO6126'EAST-SOUTHEAST OF OULU.
 DO6126'
 DO6126'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DO6126'HIGHWAY B LOCATED ABOUT 3.75 MI (6.0 KM) NORTH OF THE TOWN OF IRON
 DO6126'RIVER, GO SOUTH ON COUNTY HIGHWAY A FOR 1.5 MI (2.4 KM) TO HUBBARD
 DO6126'ROAD ON THE LEFT.  CONTINUE SOUTH ON COUNTY HIGHWAY A FOR 0.1 MI (0.2
 DO6126'KM) TO THE STATION ON THE LEFT.
 DO6126'
 DO6126'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6126'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6126'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6126'INCH) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO6126'HIGHWAY PAVEMENT.  THE STATION IS 8.7 M (28.5 FT) EAST OF THE
 DO6126'CENTERLINE OF COUNTY HIGHWAY A, 55.4 M (181.8 FT) NORTH-NORTHEAST OF A
 DO6126'POWER POLE --31-91/37--, 19.0 M (62.3 FT) EAST OF A TELEPHONE JUNCTION
 DO6126'BOX --CF C 5--, 9 M (29.5 FT) SOUTH OF THE EXTENDED CENTER OF A
 DO6126'PRIVATE DRIVE -70385-, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6126'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6126'
 DO6126'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6126'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6127 ***********************************************************************
 DO6127  DESIGNATION -  9R04
 DO6127  PID         -  DO6127
 DO6127  STATE/COUNTY-  WI/BAYFIELD
 DO6127  COUNTRY     -  US
 DO6127  USGS QUAD   -  IRON LAKE (2018)
 DO6127
 DO6127                         *CURRENT SURVEY CONTROL
 DO6127  ______________________________________________________________________
 DO6127* NAD 83(1986) POSITION- 46 37 07.6    (N) 091 23 19.5    (W)   HD_HELD2
 DO6127* NAVD 88 ORTHO HEIGHT -   292.464 (meters)      959.53  (feet) ADJUSTED
 DO6127  ______________________________________________________________________
 DO6127  GEOID HEIGHT    -        -29.964 (meters)                     GEOID18
 DO6127  DYNAMIC HEIGHT  -        292.476 (meters)      959.57  (feet) COMP
 DO6127  MODELED GRAVITY -    980,647.2   (mgal)                       NAVD 88
 DO6127
 DO6127  VERT ORDER      -  SECOND    CLASS I
 DO6127
 DO6127.The horizontal coordinates were established by autonomous hand held GPS
 DO6127.observations and have an estimated accuracy of +/- 10 meters.
 DO6127
 DO6127.The orthometric height was determined by differential leveling and
 DO6127.adjusted by the NATIONAL GEODETIC SURVEY
 DO6127.in February 2017.
 DO6127
 DO6127.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6127.GEOID18 height accuracy estimate available here.
 DO6127
 DO6127.Click photographs - Photos may exist for this station.
 DO6127
 DO6127.The dynamic height is computed by dividing the NAVD 88
 DO6127.geopotential number by the normal gravity value computed on the
 DO6127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6127.degrees latitude (g = 980.6199 gals.).
 DO6127
 DO6127.The modeled gravity was interpolated from observed gravity values.
 DO6127
 DO6127;                    North         East    Units  Estimated Accuracy
 DO6127;SPC WI N     -   162,328.      493,636.      MT  (+/- 10 meters HH2 GPS)
 DO6127
 DO6127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2336364062(NAD 83)
 DO6127
 DO6127                          SUPERSEDED SURVEY CONTROL
 DO6127
 DO6127  NAVD 88 (07/25/13)  292.485  (m)          959.59   (f) SUPERSEDED  2 1
 DO6127
 DO6127.Superseded values are not recommended for survey control.
 DO6127
 DO6127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6127.See file dsdata.pdf to determine how the superseded data were derived.
 DO6127
 DO6127_MARKER: DD = SURVEY DISK
 DO6127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6127_STAMPING: 9R04 2010
 DO6127_MARK LOGO: WIDT
 DO6127_PROJECTION: FLUSH
 DO6127_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6127+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2012
 DO6127
 DO6127  HISTORY     - Date     Condition        Report By
 DO6127  HISTORY     - 2010     MONUMENTED       WIDT
 DO6127  HISTORY     - 20120917 GOOD             WIDT
 DO6127
 DO6127                          STATION DESCRIPTION
 DO6127
 DO6127'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6127'THE STATION IS LOCATED ABOUT 10.8 MI (17.3 KM) SOUTH OF PORT WING,
 DO6127'10.0 MI (16.2 KM) EAST-NORTHEAST OF BRULE AND 6.9 MI (11.1 KM) EAST OF
 DO6127'OULU.
 DO6127'
 DO6127'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DO6127'HIGHWAY B LOCATED ABOUT 3.75 MI (6.0 KM) NORTH OF THE TOWN OF IRON
 DO6127'RIVER, GO EAST ON COUNTY HIGHWAY A FOR 0.5 MI (0.8 KM) TO TALSO ROAD.
 DO6127'CONTINUE EAST ON COUNTY HIGHWAY A FOR 0.3 MI (0.5 KM) TO THE STATION
 DO6127'ON THE LEFT.
 DO6127'
 DO6127'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6127'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6127'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6127'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6127'PAVEMENT.  THE STATION IS 8.2 M (26.9 FT) NORTH OF THE CENTERLINE OF
 DO6127'COUNTY HIGHWAY A, 74.6 M (244.8 FT) WEST-NORTHWEST OF A --90 DEGREE
 DO6127'LEFT CURVE-- SIGN, 60.9 M (199.8 FT) NORTHEAST OF A POWER POLE, 54.4 M
 DO6127'(178.5 FT) NORTHWEST OF A POWER POLE, AND LOCATED IN THE CENTER OF A
 DO6127'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6127'
 DO6127'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6127'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6128 ***********************************************************************
 DO6128  DESIGNATION -  9R05
 DO6128  PID         -  DO6128
 DO6128  STATE/COUNTY-  WI/BAYFIELD
 DO6128  COUNTRY     -  US
 DO6128  USGS QUAD   -  BLAINE CREEK (2018)
 DO6128
 DO6128                         *CURRENT SURVEY CONTROL
 DO6128  ______________________________________________________________________
 DO6128* NAD 83(1986) POSITION- 46 38 53.8    (N) 091 23 10.0    (W)   HD_HELD2
 DO6128* NAVD 88 ORTHO HEIGHT -   279.479 (meters)      916.92  (feet) ADJUSTED
 DO6128  ______________________________________________________________________
 DO6128  GEOID HEIGHT    -        -30.130 (meters)                     GEOID18
 DO6128  DYNAMIC HEIGHT  -        279.490 (meters)      916.96  (feet) COMP
 DO6128  MODELED GRAVITY -    980,644.6   (mgal)                       NAVD 88
 DO6128
 DO6128  VERT ORDER      -  SECOND    CLASS I
 DO6128
 DO6128.The horizontal coordinates were established by autonomous hand held GPS
 DO6128.observations and have an estimated accuracy of +/- 10 meters.
 DO6128
 DO6128.The orthometric height was determined by differential leveling and
 DO6128.adjusted by the NATIONAL GEODETIC SURVEY
 DO6128.in February 2017.
 DO6128
 DO6128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6128.GEOID18 height accuracy estimate available here.
 DO6128
 DO6128.Click photographs - Photos may exist for this station.
 DO6128
 DO6128.The dynamic height is computed by dividing the NAVD 88
 DO6128.geopotential number by the normal gravity value computed on the
 DO6128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6128.degrees latitude (g = 980.6199 gals.).
 DO6128
 DO6128.The modeled gravity was interpolated from observed gravity values.
 DO6128
 DO6128;                    North         East    Units  Estimated Accuracy
 DO6128;SPC WI N     -   165,603.      493,896.      MT  (+/- 10 meters HH2 GPS)
 DO6128
 DO6128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2349867344(NAD 83)
 DO6128
 DO6128                          SUPERSEDED SURVEY CONTROL
 DO6128
 DO6128  NAVD 88 (07/25/13)  279.499  (m)          916.99   (f) SUPERSEDED  2 1
 DO6128
 DO6128.Superseded values are not recommended for survey control.
 DO6128
 DO6128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6128.See file dsdata.pdf to determine how the superseded data were derived.
 DO6128
 DO6128_MARKER: DD = SURVEY DISK
 DO6128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6128_STAMPING: 9R05 2010
 DO6128_MARK LOGO: WIDT
 DO6128_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6128+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2012
 DO6128
 DO6128  HISTORY     - Date     Condition        Report By
 DO6128  HISTORY     - 2010     MONUMENTED       WIDT
 DO6128  HISTORY     - 20120918 GOOD             WIDT
 DO6128
 DO6128                          STATION DESCRIPTION
 DO6128
 DO6128'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6128'THE STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) NORTHEAST OF BRULE, 8.7
 DO6128'MI (14.1 KM) SOUTH OF PORT WING AND 7.0 MI (11.3 KM) EAST OF OULU.
 DO6128'
 DO6128'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DO6128'HIGHWAY B LOCATED ABOUT 3.75 MI (6.0 KM) NORTH OF THE TOWN OF IRON
 DO6128'RIVER, GO EAST THEN NORTH ON COUNTY HIGHWAY A FOR 2.95 MI (4.7 KM) TO
 DO6128'FAIRVIEW ROAD.  CONTINUE NORTH ON COUNTY HIGHWAY A FOR 0.05 MI (0.1
 DO6128'KM) TO THE STATION ON THE RIGHT.
 DO6128'
 DO6128'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6128'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6128'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO6128'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1.3 M (4.3 FT) LOWER THAN
 DO6128'THE HIGHWAY PAVEMENT.  THE STATION IS 13.6 M (44.6 FT) EAST OF THE
 DO6128'CENTERLINE OF COUNTY HIGHWAY A, 100 M (328.1 FT) NORTH OF THE EXTENDED
 DO6128'CENTER OF A PRIVATE DRIVE -74035-, 79.0 M (259.2 FT) NORTH OF A
 DO6128'TELEPHONE JUNCTION BOX --FH D 7--, 38.9 M (127.6 FT) EAST-SOUTHEAST OF
 DO6128'A POWER POLE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6128'WHITE PLASTIC WITNESS POSTS.
 DO6128'
 DO6128'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6128'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6129 ***********************************************************************
 DO6129  DESIGNATION -  9R06
 DO6129  PID         -  DO6129
 DO6129  STATE/COUNTY-  WI/BAYFIELD
 DO6129  COUNTRY     -  US
 DO6129  USGS QUAD   -  BLAINE CREEK (2018)
 DO6129
 DO6129                         *CURRENT SURVEY CONTROL
 DO6129  ______________________________________________________________________
 DO6129* NAD 83(1986) POSITION- 46 40 46.0    (N) 091 23 12.0    (W)   HD_HELD2
 DO6129* NAVD 88 ORTHO HEIGHT -   279.707 (meters)      917.67  (feet) ADJUSTED
 DO6129  ______________________________________________________________________
 DO6129  GEOID HEIGHT    -        -30.250 (meters)                     GEOID18
 DO6129  DYNAMIC HEIGHT  -        279.717 (meters)      917.70  (feet) COMP
 DO6129  MODELED GRAVITY -    980,644.1   (mgal)                       NAVD 88
 DO6129
 DO6129  VERT ORDER      -  SECOND    CLASS I
 DO6129
 DO6129.The horizontal coordinates were established by autonomous hand held GPS
 DO6129.observations and have an estimated accuracy of +/- 10 meters.
 DO6129
 DO6129.The orthometric height was determined by differential leveling and
 DO6129.adjusted by the NATIONAL GEODETIC SURVEY
 DO6129.in February 2017.
 DO6129
 DO6129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6129.GEOID18 height accuracy estimate available here.
 DO6129
 DO6129.Click photographs - Photos may exist for this station.
 DO6129
 DO6129.The dynamic height is computed by dividing the NAVD 88
 DO6129.geopotential number by the normal gravity value computed on the
 DO6129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6129.degrees latitude (g = 980.6199 gals.).
 DO6129
 DO6129.The modeled gravity was interpolated from observed gravity values.
 DO6129
 DO6129;                    North         East    Units  Estimated Accuracy
 DO6129;SPC WI N     -   169,068.      493,914.      MT  (+/- 10 meters HH2 GPS)
 DO6129
 DO6129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2338570806(NAD 83)
 DO6129
 DO6129                          SUPERSEDED SURVEY CONTROL
 DO6129
 DO6129  NAVD 88 (07/25/13)  279.726  (m)          917.73   (f) SUPERSEDED  2 1
 DO6129
 DO6129.Superseded values are not recommended for survey control.
 DO6129
 DO6129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6129.See file dsdata.pdf to determine how the superseded data were derived.
 DO6129
 DO6129_MARKER: DD = SURVEY DISK
 DO6129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6129_STAMPING: 9R06 2010
 DO6129_MARK LOGO: WIDT
 DO6129_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6129_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6129+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2012
 DO6129
 DO6129  HISTORY     - Date     Condition        Report By
 DO6129  HISTORY     - 2010     MONUMENTED       WIDT
 DO6129  HISTORY     - 20120918 GOOD             WIDT
 DO6129
 DO6129                          STATION DESCRIPTION
 DO6129
 DO6129'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6129'THE STATION IS LOCATED ABOUT 12.1 MI (19.6 KM) SOUTH-SOUTHWEST OF
 DO6129'HERBSTER, 7.6 MI (12.2 KM) EAST-NORTHEAST OF OULU AND 6.6 MI (10.6 KM)
 DO6129'SOUTH OF PORT WING.
 DO6129'
 DO6129'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DO6129'HIGHWAY B LOCATED ABOUT 3.75 MI (6.0 KM) NORTH OF THE TOWN OF IRON
 DO6129'RIVER, GO EAST THEN NORTH ON COUNTY HIGHWAY A FOR 4.9 MI (7.9 KM) TO
 DO6129'HESSEY ROAD.  CONTINUE NORTH ON COUNTY HIGHWAY A FOR 0.3 MI (0.5 KM)
 DO6129'TO THE STATION ON THE RIGHT.
 DO6129'
 DO6129'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6129'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6129'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 4 CM (2
 DO6129'INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DO6129'THE HIGHWAY PAVEMENT.  THE STATION IS 11.6 M (38.1 FT) EAST OF THE
 DO6129'CENTERLINE OF COUNTY HIGHWAY A, 50.9 M (167.0 FT) NORTHEAST OF A POWER
 DO6129'POLE, 40.2 M (131.9 FT) SOUTHEAST OF A METAL RIGHT-OF-WAY POST, 31.6 M
 DO6129'(103.7 FT) SOUTH OF AN ORANGE PLASTIC POST --WARNING FIBER OPTIC
 DO6129'CABLE--, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6129'PLASTIC WITNESS POSTS.
 DO6129'
 DO6129'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6129'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6131 ***********************************************************************
 DO6131  DESIGNATION -  9R07
 DO6131  PID         -  DO6131
 DO6131  STATE/COUNTY-  WI/BAYFIELD
 DO6131  COUNTRY     -  US
 DO6131  USGS QUAD   -  BLAINE CREEK (2018)
 DO6131
 DO6131                         *CURRENT SURVEY CONTROL
 DO6131  ______________________________________________________________________
 DO6131* NAD 83(1986) POSITION- 46 44 11.4    (N) 091 23 07.0    (W)   HD_HELD2
 DO6131* NAVD 88 ORTHO HEIGHT -   295.394 (meters)      969.14  (feet) ADJUSTED
 DO6131  ______________________________________________________________________
 DO6131  GEOID HEIGHT    -        -30.394 (meters)                     GEOID18
 DO6131  DYNAMIC HEIGHT  -        295.406 (meters)      969.18  (feet) COMP
 DO6131  MODELED GRAVITY -    980,649.7   (mgal)                       NAVD 88
 DO6131
 DO6131  VERT ORDER      -  SECOND    CLASS I
 DO6131
 DO6131.The horizontal coordinates were established by autonomous hand held GPS
 DO6131.observations and have an estimated accuracy of +/- 10 meters.
 DO6131
 DO6131.The orthometric height was determined by differential leveling and
 DO6131.adjusted by the NATIONAL GEODETIC SURVEY
 DO6131.in February 2017.
 DO6131
 DO6131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6131.GEOID18 height accuracy estimate available here.
 DO6131
 DO6131.Click photographs - Photos may exist for this station.
 DO6131
 DO6131.The dynamic height is computed by dividing the NAVD 88
 DO6131.geopotential number by the normal gravity value computed on the
 DO6131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6131.degrees latitude (g = 980.6199 gals.).
 DO6131
 DO6131.The modeled gravity was interpolated from observed gravity values.
 DO6131
 DO6131;                    North         East    Units  Estimated Accuracy
 DO6131;SPC WI N     -   175,408.      494,130.      MT  (+/- 10 meters HH2 GPS)
 DO6131
 DO6131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2336177148(NAD 83)
 DO6131
 DO6131                          SUPERSEDED SURVEY CONTROL
 DO6131
 DO6131  NAVD 88 (07/25/13)  295.411  (m)          969.19   (f) SUPERSEDED  2 1
 DO6131
 DO6131.Superseded values are not recommended for survey control.
 DO6131
 DO6131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6131.See file dsdata.pdf to determine how the superseded data were derived.
 DO6131
 DO6131_MARKER: DD = SURVEY DISK
 DO6131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6131_STAMPING: 9R07 2010
 DO6131_MARK LOGO: WIDT
 DO6131_PROJECTION: PROJECTING 30 CENTIMETERS
 DO6131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6131+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2012
 DO6131
 DO6131  HISTORY     - Date     Condition        Report By
 DO6131  HISTORY     - 2011     MONUMENTED       WIDT
 DO6131  HISTORY     - 20120920 GOOD             WIDT
 DO6131
 DO6131                          STATION DESCRIPTION
 DO6131
 DO6131'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6131'THE STATION IS LOCATED ABOUT 10.0 MI (16.0 KM) NORTHEAST OF OULU, 8.9
 DO6131'MI (14.3 KM) SOUTHWEST OF HERBSTER AND 2.6 MI (4.3 KM) SOUTH OF PORT
 DO6131'WING.
 DO6131'
 DO6131'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6131'HIGHWAY A IN THE TOWN OF PORT WING, GO SOUTH ON COUNTY HIGHWAY A FOR
 DO6131'2.5 MI (4.0 KM) TO DOSSI ROAD ON THE RIGHT.  CONTINUE SOUTH ON COUNTY
 DO6131'HIGHWAY A FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 DO6131'
 DO6131'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6131'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6131'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 30 CM (12
 DO6131'INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DO6131'THE HIGHWAY PAVEMENT.  THE STATION IS 8.2 M (26.9 FT) EAST OF THE
 DO6131'CENTERLINE OF COUNTY HIGHWAY A, 99 M (324.8 FT) SOUTH OF THE EXTENDED
 DO6131'CENTER OF A PRIVATE DRIVE -80305-, 62.1 M (203.7 FT) SOUTHEAST OF A
 DO6131'TELEPHONE JUNCTION BOX --PW C 18-1--, 21.7 M (71.2 FT) EAST-SOUTHEAST
 DO6131'OF A POWER POLE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6131'THREE WHITE PLASTIC WITNESS POSTS.
 DO6131'
 DO6131'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6131'DEGREES ABOVE THE HORIZON.
 DO6131'
 DO6131'NOTE2-GRADING AND UTILITY WORK AFTER THE CONSTRUCTION OF THE MONUMENT
 DO6131'IN 2011 HAS RESULTED IN THE TOP OF CONCRETE PROJECTING ABOUT 30 CM (12
 DO6131'INCHES) ABOVE THE SURROUNDING GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6132 ***********************************************************************
 DO6132  DESIGNATION -  9R08
 DO6132  PID         -  DO6132
 DO6132  STATE/COUNTY-  WI/BAYFIELD
 DO6132  COUNTRY     -  US
 DO6132  USGS QUAD   -  PORT WING (2018)
 DO6132
 DO6132                         *CURRENT SURVEY CONTROL
 DO6132  ______________________________________________________________________
 DO6132* NAD 83(1986) POSITION- 46 45 13.2    (N) 091 23 07.2    (W)   HD_HELD2
 DO6132* NAVD 88 ORTHO HEIGHT -   260.126 (meters)      853.43  (feet) ADJUSTED
 DO6132  ______________________________________________________________________
 DO6132  GEOID HEIGHT    -        -30.426 (meters)                     GEOID18
 DO6132  DYNAMIC HEIGHT  -        260.138 (meters)      853.47  (feet) COMP
 DO6132  MODELED GRAVITY -    980,657.6   (mgal)                       NAVD 88
 DO6132
 DO6132  VERT ORDER      -  SECOND    CLASS I
 DO6132
 DO6132.The horizontal coordinates were established by autonomous hand held GPS
 DO6132.observations and have an estimated accuracy of +/- 10 meters.
 DO6132
 DO6132.The orthometric height was determined by differential leveling and
 DO6132.adjusted by the NATIONAL GEODETIC SURVEY
 DO6132.in February 2017.
 DO6132
 DO6132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6132.GEOID18 height accuracy estimate available here.
 DO6132
 DO6132.Click photographs - Photos may exist for this station.
 DO6132
 DO6132.The dynamic height is computed by dividing the NAVD 88
 DO6132.geopotential number by the normal gravity value computed on the
 DO6132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6132.degrees latitude (g = 980.6199 gals.).
 DO6132
 DO6132.The modeled gravity was interpolated from observed gravity values.
 DO6132
 DO6132;                    North         East    Units  Estimated Accuracy
 DO6132;SPC WI N     -   177,316.      494,159.      MT  (+/- 10 meters HH2 GPS)
 DO6132
 DO6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2331879056(NAD 83)
 DO6132
 DO6132                          SUPERSEDED SURVEY CONTROL
 DO6132
 DO6132  NAVD 88 (07/25/13)  260.143  (m)          853.49   (f) SUPERSEDED  2 1
 DO6132
 DO6132.Superseded values are not recommended for survey control.
 DO6132
 DO6132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6132.See file dsdata.pdf to determine how the superseded data were derived.
 DO6132
 DO6132_MARKER: DD = SURVEY DISK
 DO6132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6132_STAMPING: 9R08 2010
 DO6132_MARK LOGO: WIDT
 DO6132_PROJECTION: FLUSH
 DO6132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6132+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2012
 DO6132
 DO6132  HISTORY     - Date     Condition        Report By
 DO6132  HISTORY     - 2011     MONUMENTED       WIDT
 DO6132  HISTORY     - 20120920 GOOD             WIDT
 DO6132
 DO6132                          STATION DESCRIPTION
 DO6132
 DO6132'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6132'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) NORTHEAST OF OULU, 8.0
 DO6132'MI (12.9 KM) SOUTHWEST OF HERBSTER AND 1.5 MI (2.3 KM) SOUTH OF PORT
 DO6132'WING.
 DO6132'
 DO6132'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6132'HIGHWAY A IN THE TOWN OF PORT WING, GO SOUTH ON COUNTY HIGHWAY A FOR
 DO6132'1.5 MI (2.4 KM) TO BECKMAN ROAD.  TURN RIGHT AND GO WEST ON BECKMAN
 DO6132'ROAD FOR ABOUT 180 FT (54.9 M) TO THE STATION ON THE RIGHT.
 DO6132'
 DO6132'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6132'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6132'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6132'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.  THE STATION IS
 DO6132'7 M (23.0 FT) NORTH OF THE CENTERLINE OF BECKMAN ROAD, 55.5 M (182.1
 DO6132'FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY A, 52.1 M (170.9 FT)
 DO6132'EAST-NORTHEAST OF A POWER POLE --5-87/51--, 42.8 M (140.4 FT)
 DO6132'WEST-NORTHWEST OF A --STOP-- SIGN, AND LOCATED IN THE CENTER OF A
 DO6132'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6132'
 DO6132'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6132'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6008 ***********************************************************************
 DO6008  DESIGNATION -  9S01
 DO6008  PID         -  DO6008
 DO6008  STATE/COUNTY-  WI/ASHLAND
 DO6008  COUNTRY     -  US
 DO6008  USGS QUAD   -  ASHLAND WEST (2018)
 DO6008
 DO6008                         *CURRENT SURVEY CONTROL
 DO6008  ______________________________________________________________________
 DO6008* NAD 83(1986) POSITION- 46 30 09.87   (N) 090 54 26.97   (W)   HD_HELD1
 DO6008* NAVD 88 ORTHO HEIGHT -   246.052 (meters)      807.26  (feet) ADJUSTED
 DO6008  ______________________________________________________________________
 DO6008  GEOID HEIGHT    -        -31.259 (meters)                     GEOID18
 DO6008  DYNAMIC HEIGHT  -        246.058 (meters)      807.28  (feet) COMP
 DO6008  MODELED GRAVITY -    980,635.1   (mgal)                       NAVD 88
 DO6008
 DO6008  VERT ORDER      -  SECOND    CLASS I
 DO6008
 DO6008.The horizontal coordinates were determined by differentially corrected
 DO6008.hand held GPS observations or other comparable positioning techniques
 DO6008.and have an estimated accuracy of +/- 3 meters.
 DO6008
 DO6008.The orthometric height was determined by differential leveling and
 DO6008.adjusted by the NATIONAL GEODETIC SURVEY
 DO6008.in February 2017.
 DO6008
 DO6008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6008.GEOID18 height accuracy estimate available here.
 DO6008
 DO6008.Click photographs - Photos may exist for this station.
 DO6008
 DO6008.The dynamic height is computed by dividing the NAVD 88
 DO6008.geopotential number by the normal gravity value computed on the
 DO6008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6008.degrees latitude (g = 980.6199 gals.).
 DO6008
 DO6008.The modeled gravity was interpolated from observed gravity values.
 DO6008
 DO6008;                    North         East    Units  Estimated Accuracy
 DO6008;SPC WI N     -   148,897.8     530,346.2     MT  (+/- 3 meters HH1 GPS) 
 DO6008
 DO6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6055252035(NAD 83)
 DO6008
 DO6008                          SUPERSEDED SURVEY CONTROL
 DO6008
 DO6008  NAVD 88 (07/25/13)  246.066  (m)          807.30   (f) SUPERSEDED  2 1
 DO6008
 DO6008.Superseded values are not recommended for survey control.
 DO6008
 DO6008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6008.See file dsdata.pdf to determine how the superseded data were derived.
 DO6008
 DO6008_MARKER: DD = SURVEY DISK
 DO6008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6008_STAMPING: 9S01 2010
 DO6008_MARK LOGO: WIDT
 DO6008_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6008+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2012
 DO6008
 DO6008  HISTORY     - Date     Condition        Report By
 DO6008  HISTORY     - 2011     MONUMENTED       WIDT
 DO6008  HISTORY     - 20121012 GOOD             WIDT
 DO6008
 DO6008                          STATION DESCRIPTION
 DO6008
 DO6008'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6008'THE STATION IS APPROXIMATELY 6 MI (9.7 KM) SOUTH OF THE CITY OF
 DO6008'ASHLAND, LOCATED IN THE NORTHWEST QUADRANT AT THE JUNCTION OF STATE
 DO6008'HIGHWAY 112 WITH STATE HIGHWAY 118.
 DO6008'
 DO6008'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6008'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6008'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO6008'INCHES) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO6008'HIGHWAY PAVEMENT.
 DO6008'
 DO6008'THE STATION IS 34 M (111.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DO6008'112, 33 M (108.3 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 118,
 DO6008'49.0 M (160.8 FT) NORTH-NORTHEAST OF A WOODEN SIGN POST --WEST
 DO6008'118/BENOIT 7 MI--, 36.8 M (120.7 FT) SOUTH OF A TELEPHONE JUNCTION BOX
 DO6008'--WDLD 3009 19--, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DO6008'THREE WHITE PLASTIC WITNESS POSTS.
 DO6008'
 DO6008'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6008'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6007 ***********************************************************************
 DO6007  DESIGNATION -  9S02
 DO6007  PID         -  DO6007
 DO6007  STATE/COUNTY-  WI/ASHLAND
 DO6007  COUNTRY     -  US
 DO6007  USGS QUAD   -  ASHLAND WEST (2018)
 DO6007
 DO6007                         *CURRENT SURVEY CONTROL
 DO6007  ______________________________________________________________________
 DO6007* NAD 83(1986) POSITION- 46 31 57.57   (N) 090 54 23.14   (W)   HD_HELD1
 DO6007* NAVD 88 ORTHO HEIGHT -   245.789 (meters)      806.39  (feet) ADJUSTED
 DO6007  ______________________________________________________________________
 DO6007  GEOID HEIGHT    -        -31.400 (meters)                     GEOID18
 DO6007  DYNAMIC HEIGHT  -        245.795 (meters)      806.41  (feet) COMP
 DO6007  MODELED GRAVITY -    980,635.1   (mgal)                       NAVD 88
 DO6007
 DO6007  VERT ORDER      -  SECOND    CLASS I
 DO6007
 DO6007.The horizontal coordinates were determined by differentially corrected
 DO6007.hand held GPS observations or other comparable positioning techniques
 DO6007.and have an estimated accuracy of +/- 3 meters.
 DO6007
 DO6007.The orthometric height was determined by differential leveling and
 DO6007.adjusted by the NATIONAL GEODETIC SURVEY
 DO6007.in February 2017.
 DO6007
 DO6007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6007.GEOID18 height accuracy estimate available here.
 DO6007
 DO6007.Click photographs - Photos may exist for this station.
 DO6007
 DO6007.The dynamic height is computed by dividing the NAVD 88
 DO6007.geopotential number by the normal gravity value computed on the
 DO6007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6007.degrees latitude (g = 980.6199 gals.).
 DO6007
 DO6007.The modeled gravity was interpolated from observed gravity values.
 DO6007
 DO6007;                    North         East    Units  Estimated Accuracy
 DO6007;SPC WI N     -   152,222.1     530,465.8     MT  (+/- 3 meters HH1 GPS) 
 DO6007
 DO6007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6054555361(NAD 83)
 DO6007
 DO6007                          SUPERSEDED SURVEY CONTROL
 DO6007
 DO6007  NAVD 88 (07/25/13)  245.803  (m)          806.44   (f) SUPERSEDED  2 1
 DO6007
 DO6007.Superseded values are not recommended for survey control.
 DO6007
 DO6007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6007.See file dsdata.pdf to determine how the superseded data were derived.
 DO6007
 DO6007_MARKER: DD = SURVEY DISK
 DO6007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6007_STAMPING: 9S02 2011
 DO6007_MARK LOGO: WIDT
 DO6007_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6007+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2012
 DO6007
 DO6007  HISTORY     - Date     Condition        Report By
 DO6007  HISTORY     - 2011     MONUMENTED       WIDT
 DO6007  HISTORY     - 20121012 GOOD             WIDT
 DO6007
 DO6007                          STATION DESCRIPTION
 DO6007
 DO6007'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6007'THE STATION IS LOCATED 9.5 MI (15.3 KM) NORTHEAST OF MASON, 8.5 MI
 DO6007'(13.7 KM) NORTHWEST OF MARENGO, AND 3.5 MI (5.6 KM) SOUTH OF ASHLAND.
 DO6007'
 DO6007'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 112 WITH STATE
 DO6007'HIGHWAY 118 LOCATED APPROXIMATELY 6 MI (9.7 KM) SOUTH OF THE CITY OF
 DO6007'ASHLAND, GO NORTH ON STATE HIGHWAY 112 FOR 2.0 MI (3.2 KM) TO KLAUS
 DO6007'ROAD ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 112 FOR 0.1 MI (0.2
 DO6007'KM) TO THE STATION ON THE LEFT.
 DO6007'
 DO6007'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6007'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6007'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 3 CM (1
 DO6007'INCH) ABOVE THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DO6007'HIGHWAY PAVEMENT.  THE STATION IS 11.9 M (39.0 FT) WEST OF THE
 DO6007'CENTERLINE OF STATE HIGHWAY 112, 68 M (223.1 FT) SOUTH OF THE CENTER
 DO6007'OF A PRIVATE DRIVE -49163-, 37.7 M (123.7 FT) WEST-SOUTHWEST OF A
 DO6007'POWER POLE --20-7/19--WITH A SINGLE GUY WIRE, 36.1 M (118.4 FT)
 DO6007'WEST-NORTHWEST OF A METAL RIGHT-OF-WAY SIGN POST, AND LOCATED IN THE
 DO6007'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6007'
 DO6007'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6007'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6005 ***********************************************************************
 DO6005  DESIGNATION -  9S03
 DO6005  PID         -  DO6005
 DO6005  STATE/COUNTY-  WI/ASHLAND
 DO6005  COUNTRY     -  US
 DO6005  USGS QUAD   -  ASHLAND WEST (2018)
 DO6005
 DO6005                         *CURRENT SURVEY CONTROL
 DO6005  ______________________________________________________________________
 DO6005* NAD 83(1986) POSITION- 46 34 00.5    (N) 090 53 13.8    (W)   HD_HELD2
 DO6005* NAVD 88 ORTHO HEIGHT -   225.914 (meters)      741.19  (feet) ADJUSTED
 DO6005  ______________________________________________________________________
 DO6005  GEOID HEIGHT    -        -31.590 (meters)                     GEOID18
 DO6005  DYNAMIC HEIGHT  -        225.919 (meters)      741.20  (feet) COMP
 DO6005  MODELED GRAVITY -    980,634.5   (mgal)                       NAVD 88
 DO6005
 DO6005  VERT ORDER      -  SECOND    CLASS I
 DO6005
 DO6005.The horizontal coordinates were established by autonomous hand held GPS
 DO6005.observations and have an estimated accuracy of +/- 10 meters.
 DO6005
 DO6005.The orthometric height was determined by differential leveling and
 DO6005.adjusted by the NATIONAL GEODETIC SURVEY
 DO6005.in February 2017.
 DO6005
 DO6005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6005.GEOID18 height accuracy estimate available here.
 DO6005
 DO6005.Click photographs - Photos may exist for this station.
 DO6005
 DO6005.The dynamic height is computed by dividing the NAVD 88
 DO6005.geopotential number by the normal gravity value computed on the
 DO6005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6005.degrees latitude (g = 980.6199 gals.).
 DO6005
 DO6005.The modeled gravity was interpolated from observed gravity values.
 DO6005
 DO6005;                    North         East    Units  Estimated Accuracy
 DO6005;SPC WI N     -   156,001.      531,986.      MT  (+/- 10 meters HH2 GPS)
 DO6005
 DO6005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6192159195(NAD 83)
 DO6005
 DO6005                          SUPERSEDED SURVEY CONTROL
 DO6005
 DO6005  NAVD 88 (07/25/13)  225.928  (m)          741.23   (f) SUPERSEDED  2 1
 DO6005
 DO6005.Superseded values are not recommended for survey control.
 DO6005
 DO6005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6005.See file dsdata.pdf to determine how the superseded data were derived.
 DO6005
 DO6005_MARKER: DD = SURVEY DISK
 DO6005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6005_STAMPING: 9S03 2011
 DO6005_MARK LOGO: WIDT
 DO6005_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6005+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2012
 DO6005
 DO6005  HISTORY     - Date     Condition        Report By
 DO6005  HISTORY     - 2011     MONUMENTED       WIDT
 DO6005  HISTORY     - 20121010 GOOD             WIDT
 DO6005
 DO6005                          STATION DESCRIPTION
 DO6005
 DO6005'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6005'THE STATION IS LOCATED IN THE SOUTH PART OF THE CITY OF ASHLAND, NEAR
 DO6005'THE ASHLAND MEMORIAL MEDICAL CENTER.
 DO6005'
 DO6005'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 112 (SANBORN
 DO6005'AVENUE) WITH STATE HIGHWAY 137 (6TH STREET WEST) LOCATED IN THE CITY
 DO6005'OF ASHLAND, GO SOUTH ON STATE HIGHWAY 112 FOR 0.6 MI (1.0 KM) TO MAPLE
 DO6005'LANE ON THE LEFT.  TURN LEFT AND GO EAST ON MAPLE LANE FOR 0.4 MI (0.6
 DO6005'KM) TO MAPLE RIDGE ROAD ON THE RIGHT.  CONTINUE EAST ON MAPLE LANE FOR
 DO6005'0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 DO6005'
 DO6005'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6005'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6005'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 5 CM (2
 DO6005'INCHES) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE ROAD
 DO6005'PAVEMENT.  THE STATION IS 10.0 M (32.8 FT) SOUTH OF THE CENTERLINE OF
 DO6005'MAPLE LANE, 118 M (387.1 FT) WEST OF THE CENTERLINE OF BEASER AVENUE,
 DO6005'76.0 M (249.3 FT) WEST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE
 DO6005'AROUND THE ASHLAND CITY GATE STATION AT 1600 MAPLE LANE, 59 M (193.6
 DO6005'FT) EAST OF THE EXTENDED CENTER OF A ENTRANCE TO THE MEMORIAL MEDICAL
 DO6005'CENTER AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 DO6005'PLASTIC WITNESS POSTS.
 DO6005'
 DO6005'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6005'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6168 ***********************************************************************
 DO6168  DESIGNATION -  9S04
 DO6168  PID         -  DO6168
 DO6168  STATE/COUNTY-  WI/BAYFIELD
 DO6168  COUNTRY     -  US
 DO6168  USGS QUAD   -  ASHLAND WEST (2018)
 DO6168
 DO6168                         *CURRENT SURVEY CONTROL
 DO6168  ______________________________________________________________________
 DO6168* NAD 83(1986) POSITION- 46 37 04.3    (N) 090 56 10.9    (W)   HD_HELD2
 DO6168* NAVD 88 ORTHO HEIGHT -   195.663 (meters)      641.94  (feet) ADJUSTED
 DO6168  ______________________________________________________________________
 DO6168  GEOID HEIGHT    -        -31.674 (meters)                     GEOID18
 DO6168  DYNAMIC HEIGHT  -        195.667 (meters)      641.95  (feet) COMP
 DO6168  MODELED GRAVITY -    980,635.9   (mgal)                       NAVD 88
 DO6168
 DO6168  VERT ORDER      -  SECOND    CLASS I
 DO6168
 DO6168.The horizontal coordinates were established by autonomous hand held GPS
 DO6168.observations and have an estimated accuracy of +/- 10 meters.
 DO6168
 DO6168.The orthometric height was determined by differential leveling and
 DO6168.adjusted by the NATIONAL GEODETIC SURVEY
 DO6168.in February 2017.
 DO6168
 DO6168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6168.GEOID18 height accuracy estimate available here.
 DO6168
 DO6168.Click photographs - Photos may exist for this station.
 DO6168
 DO6168.The dynamic height is computed by dividing the NAVD 88
 DO6168.geopotential number by the normal gravity value computed on the
 DO6168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6168.degrees latitude (g = 980.6199 gals.).
 DO6168
 DO6168.The modeled gravity was interpolated from observed gravity values.
 DO6168
 DO6168;                    North         East    Units  Estimated Accuracy
 DO6168;SPC WI N     -   161,719.      528,281.      MT  (+/- 10 meters HH2 GPS)
 DO6168
 DO6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5800264768(NAD 83)
 DO6168
 DO6168                          SUPERSEDED SURVEY CONTROL
 DO6168
 DO6168  NAVD 88 (07/25/13)  195.679  (m)          641.99   (f) SUPERSEDED  2 1
 DO6168
 DO6168.Superseded values are not recommended for survey control.
 DO6168
 DO6168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6168.See file dsdata.pdf to determine how the superseded data were derived.
 DO6168
 DO6168_MARKER: DD = SURVEY DISK
 DO6168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6168_STAMPING: 9S04 2010
 DO6168_MARK LOGO: WIDT
 DO6168_PROJECTION: FLUSH
 DO6168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6168+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2012
 DO6168
 DO6168  HISTORY     - Date     Condition        Report By
 DO6168  HISTORY     - 2010     MONUMENTED       WIDT
 DO6168  HISTORY     - 20120618 GOOD             WIDT
 DO6168
 DO6168                          STATION DESCRIPTION
 DO6168
 DO6168'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6168'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF
 DO6168'MOQUAH, 4.3 MI (6.9 KM) SOUTH-SOUTHWEST OF WASHBURN AND 3.1 MI (5.0
 DO6168'KM) NORTHWEST OF ASHLAND.
 DO6168'
 DO6168'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH STATE
 DO6168'HIGHWAY 13 LOCATED APPROXIMATELY 3 MI (4.8 KM) WEST OF THE CITY OF
 DO6168'ASHLAND, GO NORTH THEN NORTHEAST ON STATE HIGHWAY 13 FOR 1.5 MI (2.4
 DO6168'KM) TO MISSION SPRINGS ROAD ON THE RIGHT.  CONTINUE NORTHEAST ON STATE
 DO6168'HIGHWAY 13 FOR 0.95 MI (1.5 KM) TO THE STATION ON THE LEFT.
 DO6168'
 DO6168'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6168'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6168'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6168'GROUND AND APPROXIMATELY 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DO6168'STATION IS 16.8 M (55.1 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DO6168'HIGHWAY 13, 120 M (393.7 FT) NORTHEAST OF THE EXTENDED CENTER OF A
 DO6168'GATED PRIVATE DRIVE -72040-, 36.9 M (121.1 FT) WEST-NORTHWEST OF A
 DO6168'TELEPHONE POLE -144-, 9 M (29.5 FT) SOUTHEAST OF THE CENTER OF A
 DO6168'FORMER RAILROAD GRADE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6168'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6168'
 DO6168'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE WEST AND NORTHWEST
 DO6168'EXTENDING HIGHER THAN 30 DEGREES ABOVE THE HORIZON AND TO THE NORTH
 DO6168'EXTENDING HIGHER THAN 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6167 ***********************************************************************
 DO6167  DESIGNATION -  9S05
 DO6167  PID         -  DO6167
 DO6167  STATE/COUNTY-  WI/BAYFIELD
 DO6167  COUNTRY     -  US
 DO6167  USGS QUAD   -  WASHBURN (2018)
 DO6167
 DO6167                         *CURRENT SURVEY CONTROL
 DO6167  ______________________________________________________________________
 DO6167* NAD 83(1986) POSITION- 46 38 16.4    (N) 090 55 21.9    (W)   HD_HELD2
 DO6167* NAVD 88 ORTHO HEIGHT -   191.018 (meters)      626.70  (feet) ADJUSTED
 DO6167  ______________________________________________________________________
 DO6167  GEOID HEIGHT    -        -31.744 (meters)                     GEOID18
 DO6167  DYNAMIC HEIGHT  -        191.022 (meters)      626.71  (feet) COMP
 DO6167  MODELED GRAVITY -    980,634.0   (mgal)                       NAVD 88
 DO6167
 DO6167  VERT ORDER      -  SECOND    CLASS I
 DO6167
 DO6167.The horizontal coordinates were established by autonomous hand held GPS
 DO6167.observations and have an estimated accuracy of +/- 10 meters.
 DO6167
 DO6167.The orthometric height was determined by differential leveling and
 DO6167.adjusted by the NATIONAL GEODETIC SURVEY
 DO6167.in February 2017.
 DO6167
 DO6167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6167.GEOID18 height accuracy estimate available here.
 DO6167
 DO6167.Click photographs - Photos may exist for this station.
 DO6167
 DO6167.The dynamic height is computed by dividing the NAVD 88
 DO6167.geopotential number by the normal gravity value computed on the
 DO6167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6167.degrees latitude (g = 980.6199 gals.).
 DO6167
 DO6167.The modeled gravity was interpolated from observed gravity values.
 DO6167
 DO6167;                    North         East    Units  Estimated Accuracy
 DO6167;SPC WI N     -   163,933.      529,350.      MT  (+/- 10 meters HH2 GPS)
 DO6167
 DO6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5898567021(NAD 83)
 DO6167
 DO6167                          SUPERSEDED SURVEY CONTROL
 DO6167
 DO6167  NAVD 88 (07/25/13)  191.034  (m)          626.75   (f) SUPERSEDED  2 1
 DO6167
 DO6167.Superseded values are not recommended for survey control.
 DO6167
 DO6167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6167.See file dsdata.pdf to determine how the superseded data were derived.
 DO6167
 DO6167_MARKER: DD = SURVEY DISK
 DO6167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6167_STAMPING: 9S05 2010
 DO6167_MARK LOGO: WIDT
 DO6167_PROJECTION: FLUSH
 DO6167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6167+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 DO6167
 DO6167  HISTORY     - Date     Condition        Report By
 DO6167  HISTORY     - 2010     MONUMENTED       WIDT
 DO6167  HISTORY     - 20120619 GOOD             WIDT
 DO6167
 DO6167                          STATION DESCRIPTION
 DO6167
 DO6167'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6167'THE STATION IS LOCATED ABOUT 8.9 MI (14.4 KM) EAST-NORTHEAST OF
 DO6167'MOQUAH, 3.6 MI (5.9 KM) NORTH-NORTHWEST OF ASHLAND AND 2.8 MI (4.5 KM)
 DO6167'SOUTH-SOUTHWEST OF WASHBURN.
 DO6167'
 DO6167'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6167'HIGHWAY C IN THE CITY OF WASHBURN, GO WEST THEN SOUTH ON STATE HIGHWAY
 DO6167'13 SOUTH FOR 2.8 MI (4.5 KM) TO WEDAL ROAD ON THE RIGHT AND THE
 DO6167'STATION ON THE RIGHT.
 DO6167'
 DO6167'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6167'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6167'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6167'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6167'PAVEMENT.  THE STATION IS 18.1 M (59.4 FT) WEST OF THE CENTERLINE OF
 DO6167'STATE HIGHWAY 13, 12.6 M (41.3 FT) NORTH OF THE CENTERLINE OF WEDAL
 DO6167'ROAD, 48.7 M (159.8 FT) SOUTH OF A -GRACE BIBLE FELLOWSHIP- SIGN, 32.1
 DO6167'M (105.3 FT) EAST OF A TELEPHONE JUNCTION BOX --WEDL 1000 03--, 6.2 M
 DO6167'(20.3 FT) NORTH OF A -WEDAL ROAD- SIGN, AND LOCATED IN THE CENTER OF A
 DO6167'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6167'
 DO6167'NOTE-THIS STATION HAS NO OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DO6167'ABOVE THE HORIZON EXCEPT FOR A TREE LINE ABOUT 60 FT (18.3 M) TO THE
 DO6167'NORTHWEST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6166 ***********************************************************************
 DO6166  DESIGNATION -  9S06
 DO6166  PID         -  DO6166
 DO6166  STATE/COUNTY-  WI/BAYFIELD
 DO6166  COUNTRY     -  US
 DO6166  USGS QUAD   -  WASHBURN (2018)
 DO6166
 DO6166                         *CURRENT SURVEY CONTROL
 DO6166  ______________________________________________________________________
 DO6166* NAD 83(1986) POSITION- 46 40 06.8    (N) 090 54 59.5    (W)   HD_HELD2
 DO6166* NAVD 88 ORTHO HEIGHT -   192.095 (meters)      630.23  (feet) ADJUSTED
 DO6166  ______________________________________________________________________
 DO6166  GEOID HEIGHT    -        -31.791 (meters)                     GEOID18
 DO6166  DYNAMIC HEIGHT  -        192.099 (meters)      630.24  (feet) COMP
 DO6166  MODELED GRAVITY -    980,633.1   (mgal)                       NAVD 88
 DO6166
 DO6166  VERT ORDER      -  SECOND    CLASS I
 DO6166
 DO6166.The horizontal coordinates were established by autonomous hand held GPS
 DO6166.observations and have an estimated accuracy of +/- 10 meters.
 DO6166
 DO6166.The orthometric height was determined by differential leveling and
 DO6166.adjusted by the NATIONAL GEODETIC SURVEY
 DO6166.in February 2017.
 DO6166
 DO6166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6166.GEOID18 height accuracy estimate available here.
 DO6166
 DO6166.Click photographs - Photos may exist for this station.
 DO6166
 DO6166.The dynamic height is computed by dividing the NAVD 88
 DO6166.geopotential number by the normal gravity value computed on the
 DO6166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6166.degrees latitude (g = 980.6199 gals.).
 DO6166
 DO6166.The modeled gravity was interpolated from observed gravity values.
 DO6166
 DO6166;                    North         East    Units  Estimated Accuracy
 DO6166;SPC WI N     -   167,336.      529,865.      MT  (+/- 10 meters HH2 GPS)
 DO6166
 DO6166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5937270441(NAD 83)
 DO6166
 DO6166                          SUPERSEDED SURVEY CONTROL
 DO6166
 DO6166  NAVD 88 (07/25/13)  192.111  (m)          630.28   (f) SUPERSEDED  2 1
 DO6166
 DO6166.Superseded values are not recommended for survey control.
 DO6166
 DO6166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6166.See file dsdata.pdf to determine how the superseded data were derived.
 DO6166
 DO6166_MARKER: DD = SURVEY DISK
 DO6166_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6166_SP_SET: BRIDGE ABUTMENT
 DO6166_STAMPING: 9S06 2010
 DO6166_MARK LOGO: WIDT
 DO6166_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6166+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 DO6166
 DO6166  HISTORY     - Date     Condition        Report By
 DO6166  HISTORY     - 2011     MONUMENTED       WIDT
 DO6166  HISTORY     - 20120621 GOOD             WIDT
 DO6166
 DO6166                          STATION DESCRIPTION
 DO6166
 DO6166'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6166'THE STATION IS LOCATED ABOUT 10.4 MI (16.8 KM) NORTHEAST OF MOQUAH,
 DO6166'5.5 MI (8.8 KM) NORTH-NORTHWEST OF ASHLAND AND 1.1 MI (1.8 KM)
 DO6166'WEST-SOUTHWEST OF WASHBURN.
 DO6166'
 DO6166'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6166'HIGHWAY C IN THE CITY OF WASHBURN, GO WEST THEN SOUTH ON STATE HIGHWAY
 DO6166'13 SOUTH FOR 0.6 MI (1.0 KM) TO A BRIDGE OVER THOMPSON CREEK AND THE
 DO6166'STATION ON THE RIGHT.
 DO6166'
 DO6166'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6166'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6166'WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE -B-4-27-, APPROXIMATELY
 DO6166'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.6 M (21.7 FT) WEST
 DO6166'OF THE CENTERLINE OF STATE HIGHWAY 13, AND 1.0 M (3.3 FT) NORTHEAST OF
 DO6166'A WHITE PLASTIC WITNESS POST.
 DO6166'
 DO6166'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6166'DEGREES ABOVE THE HORIZON EXCEPT FOR A FEW PINE TREES TO THE NORTHEAST
 DO6166'EXTENDING HIGHER THAN 25 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6163 ***********************************************************************
 DO6163  DESIGNATION -  9S07
 DO6163  PID         -  DO6163
 DO6163  STATE/COUNTY-  WI/BAYFIELD
 DO6163  COUNTRY     -  US
 DO6163  USGS QUAD   -  WASHBURN (2018)
 DO6163
 DO6163                         *CURRENT SURVEY CONTROL
 DO6163  ______________________________________________________________________
 DO6163* NAD 83(1986) POSITION- 46 44 12.8    (N) 090 52 49.7    (W)   HD_HELD2
 DO6163* NAVD 88 ORTHO HEIGHT -   184.883 (meters)      606.57  (feet) ADJUSTED
 DO6163  ______________________________________________________________________
 DO6163  GEOID HEIGHT    -        -31.847 (meters)                     GEOID18
 DO6163  DYNAMIC HEIGHT  -        184.891 (meters)      606.60  (feet) COMP
 DO6163  MODELED GRAVITY -    980,653.0   (mgal)                       NAVD 88
 DO6163
 DO6163  VERT ORDER      -  SECOND    CLASS I
 DO6163
 DO6163.The horizontal coordinates were established by autonomous hand held GPS
 DO6163.observations and have an estimated accuracy of +/- 10 meters.
 DO6163
 DO6163.The orthometric height was determined by differential leveling and
 DO6163.adjusted by the NATIONAL GEODETIC SURVEY
 DO6163.in February 2017.
 DO6163
 DO6163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6163.GEOID18 height accuracy estimate available here.
 DO6163
 DO6163.Click photographs - Photos may exist for this station.
 DO6163
 DO6163.The dynamic height is computed by dividing the NAVD 88
 DO6163.geopotential number by the normal gravity value computed on the
 DO6163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6163.degrees latitude (g = 980.6199 gals.).
 DO6163
 DO6163.The modeled gravity was interpolated from observed gravity values.
 DO6163
 DO6163;                    North         East    Units  Estimated Accuracy
 DO6163;SPC WI N     -   174,901.      532,709.      MT  (+/- 10 meters HH2 GPS)
 DO6163
 DO6163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6192578107(NAD 83)
 DO6163
 DO6163                          SUPERSEDED SURVEY CONTROL
 DO6163
 DO6163  NAVD 88 (07/25/13)  184.899  (m)          606.62   (f) SUPERSEDED  2 1
 DO6163
 DO6163.Superseded values are not recommended for survey control.
 DO6163
 DO6163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6163.See file dsdata.pdf to determine how the superseded data were derived.
 DO6163
 DO6163_MARKER: DD = SURVEY DISK
 DO6163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6163_STAMPING: 9S07 2010
 DO6163_MARK LOGO: WIDT
 DO6163_PROJECTION: FLUSH
 DO6163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6163+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2012
 DO6163
 DO6163  HISTORY     - Date     Condition        Report By
 DO6163  HISTORY     - 2010     MONUMENTED       WIDT
 DO6163  HISTORY     - 20120622 GOOD             WIDT
 DO6163
 DO6163                          STATION DESCRIPTION
 DO6163
 DO6163'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6163'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF ASHLAND, 5.9
 DO6163'MI (9.5 KM) SOUTH-SOUTHWEST OF BAYFIELD AND 4.4 MI (7.1 KM) NORTH OF
 DO6163'WASHBURN.
 DO6163'
 DO6163'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6163'HIGHWAY C IN THE CITY OF WASHBURN, GO EAST THEN NORTH ON STATE HIGHWAY
 DO6163'13 NORTH FOR 5.6 MI (9.0 KM) TO FRIENDLY VALLEY ROAD AND THE STATION
 DO6163'ON THE LEFT.
 DO6163'
 DO6163'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6163'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6163'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6163'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DO6163'PAVEMENT.  THE STATION IS 17.0 M (55.8 FT) WEST OF THE CENTERLINE OF
 DO6163'STATE HIGHWAY 13, 8 M (26.2 FT) SOUTHEAST OF THE CENTERLINE OF
 DO6163'FRIENDLY VALLEY ROAD, 29.0 M (95.1 FT) EAST OF A --SPEED LIMIT 45
 DO6163'MPH-- SIGN, 3.0 M (9.8 FT) SOUTH-SOUTHEAST OF A --STOP-- SIGN, AND
 DO6163'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6163'WITNESS POSTS.
 DO6163'
 DO6163'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE WEST EXTENDING TO 25
 DO6163'DEGREES AND TREES TO THE EAST EXTENDING TO 30 DEGREES ABOVE THE
 DO6163'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6162 ***********************************************************************
 DO6162  DESIGNATION -  9S08
 DO6162  PID         -  DO6162
 DO6162  STATE/COUNTY-  WI/BAYFIELD
 DO6162  COUNTRY     -  US
 DO6162  USGS QUAD   -  MOUNT ASHWABAY (2018)
 DO6162
 DO6162                         *CURRENT SURVEY CONTROL
 DO6162  ______________________________________________________________________
 DO6162* NAD 83(1986) POSITION- 46 45 17.4    (N) 090 53 25.8    (W)   HD_HELD2
 DO6162* NAVD 88 ORTHO HEIGHT -   187.479 (meters)      615.09  (feet) ADJUSTED
 DO6162  ______________________________________________________________________
 DO6162  GEOID HEIGHT    -        -31.797 (meters)                     GEOID18
 DO6162  DYNAMIC HEIGHT  -        187.487 (meters)      615.11  (feet) COMP
 DO6162  MODELED GRAVITY -    980,653.6   (mgal)                       NAVD 88
 DO6162
 DO6162  VERT ORDER      -  SECOND    CLASS I
 DO6162
 DO6162.The horizontal coordinates were established by autonomous hand held GPS
 DO6162.observations and have an estimated accuracy of +/- 10 meters.
 DO6162
 DO6162.The orthometric height was determined by differential leveling and
 DO6162.adjusted by the NATIONAL GEODETIC SURVEY
 DO6162.in February 2017.
 DO6162
 DO6162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6162.GEOID18 height accuracy estimate available here.
 DO6162
 DO6162.Click photographs - Photos may exist for this station.
 DO6162
 DO6162.The dynamic height is computed by dividing the NAVD 88
 DO6162.geopotential number by the normal gravity value computed on the
 DO6162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6162.degrees latitude (g = 980.6199 gals.).
 DO6162
 DO6162.The modeled gravity was interpolated from observed gravity values.
 DO6162
 DO6162;                    North         East    Units  Estimated Accuracy
 DO6162;SPC WI N     -   176,904.      531,965.      MT  (+/- 10 meters HH2 GPS)
 DO6162
 DO6162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6110580081(NAD 83)
 DO6162
 DO6162                          SUPERSEDED SURVEY CONTROL
 DO6162
 DO6162  NAVD 88 (07/25/13)  187.495  (m)          615.14   (f) SUPERSEDED  2 1
 DO6162
 DO6162.Superseded values are not recommended for survey control.
 DO6162
 DO6162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6162.See file dsdata.pdf to determine how the superseded data were derived.
 DO6162
 DO6162_MARKER: DD = SURVEY DISK
 DO6162_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6162_SP_SET: BRIDGE ABUTMENT
 DO6162_STAMPING: 9S08 2010
 DO6162_MARK LOGO: WIDT
 DO6162_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6162+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2012
 DO6162
 DO6162  HISTORY     - Date     Condition        Report By
 DO6162  HISTORY     - 2011     MONUMENTED       WIDT
 DO6162  HISTORY     - 20120622 GOOD             WIDT
 DO6162
 DO6162                          STATION DESCRIPTION
 DO6162
 DO6162'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6162'THE STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) NORTH OF ASHLAND, 5.6
 DO6162'MI (9.0 KM) NORTH OF WASHBURN AND 5.2 MI (8.4 KM) SOUTHWEST OF
 DO6162'BAYFIELD.
 DO6162'
 DO6162'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6162'HIGHWAY J ABOUT 1 MI (1.6 KM) SOUTHWEST OF THE CITY OF BAYFIELD, GO
 DO6162'SOUTH ON STATE HIGHWAY 13 FOR 3.5 MI (5.6 KM) TO WHITING ROAD ON THE
 DO6162'RIGHT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 13 FOR 1.2 MI (1.9 KM) TO
 DO6162'A BRIDGE OVER THE ONION RIVER AND THE STATION ON THE RIGHT.
 DO6162'
 DO6162'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6162'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6162'WEST END OF THE NORTH ABUTMENT OF THE BRIDGE -B-4-25-77-, ABOUT LEVEL
 DO6162'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.9 M (22.6 FT) WEST OF THE
 DO6162'CENTERLINE OF STATE HIGHWAY 13, 15.1 M (49.5 FT) NORTH OF AN EXPANSION
 DO6162'JOINT AND 1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS
 DO6162'POST.
 DO6162'
 DO6162'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE WEST EXTENDING HIGHER
 DO6162'THAN 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6161 ***********************************************************************
 DO6161  DESIGNATION -  9S09
 DO6161  PID         -  DO6161
 DO6161  STATE/COUNTY-  WI/BAYFIELD
 DO6161  COUNTRY     -  US
 DO6161  USGS QUAD   -  BAYFIELD (2018)
 DO6161
 DO6161                         *CURRENT SURVEY CONTROL
 DO6161  ______________________________________________________________________
 DO6161* NAD 83(1986) POSITION- 46 45 45.56   (N) 090 52 23.99   (W)   HD_HELD1
 DO6161* NAVD 88 ORTHO HEIGHT -   207.498 (meters)      680.77  (feet) ADJUSTED
 DO6161  ______________________________________________________________________
 DO6161  GEOID HEIGHT    -        -31.812 (meters)                     GEOID18
 DO6161  DYNAMIC HEIGHT  -        207.508 (meters)      680.80  (feet) COMP
 DO6161  MODELED GRAVITY -    980,659.1   (mgal)                       NAVD 88
 DO6161
 DO6161  VERT ORDER      -  SECOND    CLASS I
 DO6161
 DO6161.The horizontal coordinates were determined by differentially corrected
 DO6161.hand held GPS observations or other comparable positioning techniques
 DO6161.and have an estimated accuracy of +/- 3 meters.
 DO6161
 DO6161.The orthometric height was determined by differential leveling and
 DO6161.adjusted by the NATIONAL GEODETIC SURVEY
 DO6161.in February 2017.
 DO6161
 DO6161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6161.GEOID18 height accuracy estimate available here.
 DO6161
 DO6161.Click photographs - Photos may exist for this station.
 DO6161
 DO6161.The dynamic height is computed by dividing the NAVD 88
 DO6161.geopotential number by the normal gravity value computed on the
 DO6161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6161.degrees latitude (g = 980.6199 gals.).
 DO6161
 DO6161.The modeled gravity was interpolated from observed gravity values.
 DO6161
 DO6161;                    North         East    Units  Estimated Accuracy
 DO6161;SPC WI N     -   177,759.1     533,285.8     MT  (+/- 3 meters HH1 GPS) 
 DO6161
 DO6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6239380985(NAD 83)
 DO6161
 DO6161                          SUPERSEDED SURVEY CONTROL
 DO6161
 DO6161  NAVD 88 (07/25/13)  207.514  (m)          680.82   (f) SUPERSEDED  2 1
 DO6161
 DO6161.Superseded values are not recommended for survey control.
 DO6161
 DO6161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6161.See file dsdata.pdf to determine how the superseded data were derived.
 DO6161
 DO6161_MARKER: DD = SURVEY DISK
 DO6161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6161_STAMPING: 9S09 2010
 DO6161_MARK LOGO: WIDT
 DO6161_PROJECTION: FLUSH
 DO6161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6161+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2012
 DO6161
 DO6161  HISTORY     - Date     Condition        Report By
 DO6161  HISTORY     - 2010     MONUMENTED       WIDT
 DO6161  HISTORY     - 20120622 GOOD             WIDT
 DO6161
 DO6161                          STATION DESCRIPTION
 DO6161
 DO6161'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6161'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) NORTH OF ASHLAND, 6.3
 DO6161'MI (10.1 KM) NORTH OF WASHBURN AND 4.2 MI (6.8 KM) SOUTHWEST OF
 DO6161'BAYFIELD.
 DO6161'
 DO6161'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6161'HIGHWAY J LOCATED APPROXIMATELY 1 MI (1.6 KM) SOUTHWEST OF THE CITY OF
 DO6161'BAYFIELD, GO SOUTH ON STATE HIGHWAY 13 FOR 3.5 MI (5.6 KM) TO WHITING
 DO6161'ROAD ON THE RIGHT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 13 FOR 0.15 MI
 DO6161'(0.2 KM) TO THE STATION ON THE RIGHT.
 DO6161'
 DO6161'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6161'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6161'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6161'GROUND AND APPROXIMATELY 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DO6161'STATION IS 9.1 M (29.9 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DO6161'HIGHWAY 13, 55.9 M (183.4 FT) SOUTHWEST OF A --NO PASSING ZONE-- SIGN,
 DO6161'53.9 M (176.8 FT) SOUTHWEST OF A --WHITING ROAD-- SIGN, 4.9 M (16.1
 DO6161'FT) NORTHEAST OF A WOODEN POST FOR A --RIGHT CURVE AHEAD-- SIGN, AND
 DO6161'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6161'WITNESS POSTS.
 DO6161'
 DO6161'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6161'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST EXTENDING
 DO6161'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6160 ***********************************************************************
 DO6160  DESIGNATION -  9S10
 DO6160  PID         -  DO6160
 DO6160  STATE/COUNTY-  WI/BAYFIELD
 DO6160  COUNTRY     -  US
 DO6160  USGS QUAD   -  BAYFIELD (2018)
 DO6160
 DO6160                         *CURRENT SURVEY CONTROL
 DO6160  ______________________________________________________________________
 DO6160* NAD 83(1986) POSITION- 46 47 08.8    (N) 090 51 49.3    (W)   HD_HELD2
 DO6160* NAVD 88 ORTHO HEIGHT -   185.456 (meters)      608.45  (feet) ADJUSTED
 DO6160  ______________________________________________________________________
 DO6160  GEOID HEIGHT    -        -31.778 (meters)                     GEOID18
 DO6160  DYNAMIC HEIGHT  -        185.466 (meters)      608.48  (feet) COMP
 DO6160  MODELED GRAVITY -    980,664.9   (mgal)                       NAVD 88
 DO6160
 DO6160  VERT ORDER      -  SECOND    CLASS I
 DO6160
 DO6160.The horizontal coordinates were established by autonomous hand held GPS
 DO6160.observations and have an estimated accuracy of +/- 10 meters.
 DO6160
 DO6160.The orthometric height was determined by differential leveling and
 DO6160.adjusted by the NATIONAL GEODETIC SURVEY
 DO6160.in February 2017.
 DO6160
 DO6160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6160.GEOID18 height accuracy estimate available here.
 DO6160
 DO6160.Click photographs - Photos may exist for this station.
 DO6160
 DO6160.The dynamic height is computed by dividing the NAVD 88
 DO6160.geopotential number by the normal gravity value computed on the
 DO6160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6160.degrees latitude (g = 980.6199 gals.).
 DO6160
 DO6160.The modeled gravity was interpolated from observed gravity values.
 DO6160
 DO6160;                    North         East    Units  Estimated Accuracy
 DO6160;SPC WI N     -   180,321.      534,050.      MT  (+/- 10 meters HH2 GPS)
 DO6160
 DO6160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6305983574(NAD 83)
 DO6160
 DO6160                          SUPERSEDED SURVEY CONTROL
 DO6160
 DO6160  NAVD 88 (07/25/13)  185.472  (m)          608.50   (f) SUPERSEDED  2 1
 DO6160
 DO6160.Superseded values are not recommended for survey control.
 DO6160
 DO6160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6160.See file dsdata.pdf to determine how the superseded data were derived.
 DO6160
 DO6160_MARKER: DD = SURVEY DISK
 DO6160_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO6160_SP_SET: RETAINING WALL
 DO6160_STAMPING: 9S10 2011
 DO6160_MARK LOGO: WIDT
 DO6160_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6160+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 DO6160
 DO6160  HISTORY     - Date     Condition        Report By
 DO6160  HISTORY     - 2011     MONUMENTED       WIDT
 DO6160  HISTORY     - 20120626 GOOD             WIDT
 DO6160
 DO6160                          STATION DESCRIPTION
 DO6160
 DO6160'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6160'THE STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) EAST-SOUTHEAST OF
 DO6160'CORNUCOPIA, 7.9 MI (12.7 KM) NORTH OF WASHBURN AND 2.8 MI (4.5 KM)
 DO6160'SOUTHWEST OF BAYFIELD.
 DO6160'
 DO6160'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6160'HIGHWAY J LOCATED APPROXIMATELY 1 MI (1.6 KM) SOUTHWEST OF THE CITY OF
 DO6160'BAYFIELD, GO SOUTHWEST ON STATE HIGHWAY 13 FOR 1.65 MI (2.7 KM) TO
 DO6160'HATCHERY ROAD ON THE RIGHT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 13
 DO6160'FOR 0.14 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DO6160'
 DO6160'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6160'GEODETIC SURVEY CONTROL STATION DISK SET IN A DRILL HOLE IN THE TOP OF
 DO6160'THE SOUTH RETAINING WALL OF A MAN MADE FISH REFUGE STREAM,
 DO6160'APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE
 DO6160'STATION IS 9.4 M (30.8 FT) WEST-NORTHWEST OF THE CENTERLINE OF STATE
 DO6160'HIGHWAY 13, 88 M (288.7 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE
 DO6160'ENTRANCE TO THE LES VOIGT STATE FISH HATCHERY -83875 STATE HIGHWAY
 DO6160'13-, 5.3 M (17.4 FT) NORTH OF A --NO PARKING ANY TIME-- SIGN, 1.2 M
 DO6160'(3.9 FT) EAST-SOUTHEAST OF A CHAIN LINK FENCE, AND 0.6 M (2.0 FT)
 DO6160'WEST-NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DO6160'
 DO6160'NOTE-THIS STATION IS SURROUNDED BY TREES AND NOT SUITABLE FOR GPS
 DO6160'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6159 ***********************************************************************
 DO6159  DESIGNATION -  9S11
 DO6159  PID         -  DO6159
 DO6159  STATE/COUNTY-  WI/BAYFIELD
 DO6159  COUNTRY     -  US
 DO6159  USGS QUAD   -  BAYFIELD (2018)
 DO6159
 DO6159                         *CURRENT SURVEY CONTROL
 DO6159  ______________________________________________________________________
 DO6159* NAD 83(1986) POSITION- 46 48 04.5    (N) 090 50 08.3    (W)   HD_HELD2
 DO6159* NAVD 88 ORTHO HEIGHT -   224.890 (meters)      737.83  (feet) ADJUSTED
 DO6159  ______________________________________________________________________
 DO6159  GEOID HEIGHT    -        -31.776 (meters)                     GEOID18
 DO6159  DYNAMIC HEIGHT  -        224.904 (meters)      737.87  (feet) COMP
 DO6159  MODELED GRAVITY -    980,669.9   (mgal)                       NAVD 88
 DO6159
 DO6159  VERT ORDER      -  SECOND    CLASS I
 DO6159
 DO6159.The horizontal coordinates were established by autonomous hand held GPS
 DO6159.observations and have an estimated accuracy of +/- 10 meters.
 DO6159
 DO6159.The orthometric height was determined by differential leveling and
 DO6159.adjusted by the NATIONAL GEODETIC SURVEY
 DO6159.in February 2017.
 DO6159
 DO6159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6159.GEOID18 height accuracy estimate available here.
 DO6159
 DO6159.Click photographs - Photos may exist for this station.
 DO6159
 DO6159.The dynamic height is computed by dividing the NAVD 88
 DO6159.geopotential number by the normal gravity value computed on the
 DO6159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6159.degrees latitude (g = 980.6199 gals.).
 DO6159
 DO6159.The modeled gravity was interpolated from observed gravity values.
 DO6159
 DO6159;                    North         East    Units  Estimated Accuracy
 DO6159;SPC WI N     -   182,018.      536,210.      MT  (+/- 10 meters HH2 GPS)
 DO6159
 DO6159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6515385352(NAD 83)
 DO6159
 DO6159                          SUPERSEDED SURVEY CONTROL
 DO6159
 DO6159  NAVD 88 (07/25/13)  224.907  (m)          737.88   (f) SUPERSEDED  2 1
 DO6159
 DO6159.Superseded values are not recommended for survey control.
 DO6159
 DO6159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6159.See file dsdata.pdf to determine how the superseded data were derived.
 DO6159
 DO6159_MARKER: DD = SURVEY DISK
 DO6159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6159_STAMPING: 9S11 2010
 DO6159_MARK LOGO: WIDT
 DO6159_PROJECTION: FLUSH
 DO6159_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6159+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 DO6159
 DO6159  HISTORY     - Date     Condition        Report By
 DO6159  HISTORY     - 2010     MONUMENTED       WIDT
 DO6159  HISTORY     - 20120626 GOOD             WIDT
 DO6159
 DO6159                          STATION DESCRIPTION
 DO6159
 DO6159'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6159'THE STATION IS 13.1 MI (21.1 KM) SOUTHEAST OF CORNUCOPIA, 9.5 MI (15.3
 DO6159'KM) NORTH-NORTHEAST OF WASHBURN, AND ABOUT 1 MI (1.6 KM) SOUTHWEST OF
 DO6159'THE CITY OF BAYFIELD.
 DO6159'
 DO6159'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6159'HIGHWAY J, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION, ABOUT 1 MI
 DO6159'(1.6 KM) SOUTHWEST OF THE CITY OF BAYFIELD ADJACENT TO A MUNICIPAL
 DO6159'LIFT STATION -35315 COUNTY HIGHWAY J-.
 DO6159'
 DO6159'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6159'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6159'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6159'GROUND, IN THE SOUTHERNMOST CORNER OF THE GRAVEL PAD.  THE STATION IS
 DO6159'31.2 M (102.4 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 13,
 DO6159'33.6 M (110.2 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY J,
 DO6159'23.8 M (78.1 FT) WEST OF A POWER POLE --23-32/82-- WITH TWO
 DO6159'TRANSFORMERS, 18.3 M (60.0 FT) SOUTHEAST OF A LARGE ELECTRICAL CONTROL
 DO6159'CABINET, 16.0 M (52.5 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX
 DO6159'--LP-AS 3A--, 9.7 M (31.8 FT) WEST OF A YELLOW PLASTIC -CAUTION GAS
 DO6159'PIPELINE- POST, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC WITNESS
 DO6159'POST.
 DO6159'
 DO6159'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6159'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6156 ***********************************************************************
 DO6156  DESIGNATION -  9S12
 DO6156  PID         -  DO6156
 DO6156  STATE/COUNTY-  WI/BAYFIELD
 DO6156  COUNTRY     -  US
 DO6156  USGS QUAD   -  BAYFIELD (2018)
 DO6156
 DO6156                         *CURRENT SURVEY CONTROL
 DO6156  ______________________________________________________________________
 DO6156* NAD 83(1986) POSITION- 46 50 21.1    (N) 090 47 50.4    (W)   HD_HELD2
 DO6156* NAVD 88 ORTHO HEIGHT -   220.509 (meters)      723.45  (feet) ADJUSTED
 DO6156  ______________________________________________________________________
 DO6156  GEOID HEIGHT    -        -31.715 (meters)                     GEOID18
 DO6156  DYNAMIC HEIGHT  -        220.525 (meters)      723.51  (feet) COMP
 DO6156  MODELED GRAVITY -    980,682.3   (mgal)                       NAVD 88
 DO6156
 DO6156  VERT ORDER      -  SECOND    CLASS I
 DO6156
 DO6156.The horizontal coordinates were established by autonomous hand held GPS
 DO6156.observations and have an estimated accuracy of +/- 10 meters.
 DO6156
 DO6156.The orthometric height was determined by differential leveling and
 DO6156.adjusted by the NATIONAL GEODETIC SURVEY
 DO6156.in February 2017.
 DO6156
 DO6156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6156.GEOID18 height accuracy estimate available here.
 DO6156
 DO6156.Click photographs - Photos may exist for this station.
 DO6156
 DO6156.The dynamic height is computed by dividing the NAVD 88
 DO6156.geopotential number by the normal gravity value computed on the
 DO6156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6156.degrees latitude (g = 980.6199 gals.).
 DO6156
 DO6156.The modeled gravity was interpolated from observed gravity values.
 DO6156
 DO6156;                    North         East    Units  Estimated Accuracy
 DO6156;SPC WI N     -   186,206.      539,176.      MT  (+/- 10 meters HH2 GPS)
 DO6156
 DO6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6795889650(NAD 83)
 DO6156
 DO6156                          SUPERSEDED SURVEY CONTROL
 DO6156
 DO6156  NAVD 88 (07/25/13)  220.525  (m)          723.51   (f) SUPERSEDED  2 1
 DO6156
 DO6156.Superseded values are not recommended for survey control.
 DO6156
 DO6156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6156.See file dsdata.pdf to determine how the superseded data were derived.
 DO6156
 DO6156_MARKER: DD = SURVEY DISK
 DO6156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6156_STAMPING: 9S12 2011
 DO6156_MARK LOGO: WIDT
 DO6156_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6156+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 DO6156
 DO6156  HISTORY     - Date     Condition        Report By
 DO6156  HISTORY     - 2011     MONUMENTED       WIDT
 DO6156  HISTORY     - 20120626 GOOD             WIDT
 DO6156
 DO6156                          STATION DESCRIPTION
 DO6156
 DO6156'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6156'THE STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) EAST OF CORNUCOPIA, 2.2
 DO6156'MI (3.5 KM) NORTH-NORTHEAST OF BAYFIELD AND 1.2 MI (1.9 KM) SOUTHWEST
 DO6156'OF RED CLIFF.
 DO6156'
 DO6156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6156'HIGHWAY J LOCATED APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE CITY OF
 DO6156'BAYFIELD, GO NORTH-NORTHEAST ON STATE HIGHWAY 13 FOR 0.95 MI (1.5 KM)
 DO6156'TO LINDQUIST ROAD ON THE RIGHT.  CONTINUE NORTH-NORTHEAST ON STATE
 DO6156'HIGHWAY 13 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DO6156'
 DO6156'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6156'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6156'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6156'INCH) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE
 DO6156'HIGHWAY PAVEMENT.  THE STATION IS 14.7 M (48.2 FT) EAST-SOUTHEAST OF
 DO6156'THE CENTERLINE OF STATE HIGHWAY 13, 52.2 M (171.3 FT) SOUTHEAST OF A
 DO6156'POWER POLE --LDSP 6-16/56--, 18.7 M (61.4 FT) NORTH-NORTHEAST OF A
 DO6156'YELLOW METAL RIGHT-OF-WAY POST, 8 M (26.2 FT) SOUTH-SOUTHWEST OF THE
 DO6156'EXTENDED CENTER OF A PRIVATE DRIVE -87505-, AND LOCATED IN THE CENTER
 DO6156'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6156'
 DO6156'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6156'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6155 ***********************************************************************
 DO6155  DESIGNATION -  9S13
 DO6155  PID         -  DO6155
 DO6155  STATE/COUNTY-  WI/BAYFIELD
 DO6155  COUNTRY     -  US
 DO6155  USGS QUAD   -  BAYFIELD (2018)
 DO6155
 DO6155                         *CURRENT SURVEY CONTROL
 DO6155  ______________________________________________________________________
 DO6155* NAD 83(1986) POSITION- 46 51 21.8    (N) 090 47 24.4    (W)   HD_HELD2
 DO6155* NAVD 88 ORTHO HEIGHT -   199.460 (meters)      654.40  (feet) ADJUSTED
 DO6155  ______________________________________________________________________
 DO6155  GEOID HEIGHT    -        -31.670 (meters)                     GEOID18
 DO6155  DYNAMIC HEIGHT  -        199.475 (meters)      654.44  (feet) COMP
 DO6155  MODELED GRAVITY -    980,687.6   (mgal)                       NAVD 88
 DO6155
 DO6155  VERT ORDER      -  SECOND    CLASS I
 DO6155
 DO6155.The horizontal coordinates were established by autonomous hand held GPS
 DO6155.observations and have an estimated accuracy of +/- 10 meters.
 DO6155
 DO6155.The orthometric height was determined by differential leveling and
 DO6155.adjusted by the NATIONAL GEODETIC SURVEY
 DO6155.in February 2017.
 DO6155
 DO6155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6155.GEOID18 height accuracy estimate available here.
 DO6155
 DO6155.Click photographs - Photos may exist for this station.
 DO6155
 DO6155.The dynamic height is computed by dividing the NAVD 88
 DO6155.geopotential number by the normal gravity value computed on the
 DO6155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6155.degrees latitude (g = 980.6199 gals.).
 DO6155
 DO6155.The modeled gravity was interpolated from observed gravity values.
 DO6155
 DO6155;                    North         East    Units  Estimated Accuracy
 DO6155;SPC WI N     -   188,075.      539,746.      MT  (+/- 10 meters HH2 GPS)
 DO6155
 DO6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6845691539(NAD 83)
 DO6155
 DO6155                          SUPERSEDED SURVEY CONTROL
 DO6155
 DO6155  NAVD 88 (07/25/13)  199.476  (m)          654.45   (f) SUPERSEDED  2 1
 DO6155
 DO6155.Superseded values are not recommended for survey control.
 DO6155
 DO6155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6155.See file dsdata.pdf to determine how the superseded data were derived.
 DO6155
 DO6155_MARKER: DD = SURVEY DISK
 DO6155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6155_STAMPING: 9S13 2010
 DO6155_MARK LOGO: WIDT
 DO6155_PROJECTION: FLUSH
 DO6155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6155+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 DO6155
 DO6155  HISTORY     - Date     Condition        Report By
 DO6155  HISTORY     - 2010     MONUMENTED       WIDT
 DO6155  HISTORY     - 20120627 GOOD             WIDT
 DO6155
 DO6155                          STATION DESCRIPTION
 DO6155
 DO6155'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6155'THE STATION IS LOCATED IN THE COMMUNITY OF RED CLIFF, ABOUT 14.8 MI
 DO6155'(23.8 KM) EAST OF CORNUCOPIA AND 3.4 MI (5.5 KM) NORTH-NORTHEAST OF
 DO6155'BAYFIELD.
 DO6155'
 DO6155'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6155'HIGHWAY J LOCATED APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE CITY OF
 DO6155'BAYFIELD, GO NORTH ON STATE HIGHWAY 13 FOR 2.3 MI (3.7 KM) TO
 DO6155'BLUEBERRY ROAD ON THE RIGHT.  CONTINUE NORTHWEST ON STATE HIGHWAY 13
 DO6155'FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DO6155'
 DO6155'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6155'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6155'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6155'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.
 DO6155'THE STATION IS 14 M (45.9 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DO6155'HIGHWAY 13, 26.5 M (86.9 FT) NORTHWEST OF A YELLOW METAL RIGHT-OF-WAY
 DO6155'POST, 22.0 M (72.2 FT) EAST OF THE NORTHEAST CORNER OF THE RED CLIFF
 DO6155'FIRE DEPARTMENT BUILDING, 10.2 M (33.5 FT) EAST OF A RED FIRE HYDRANT,
 DO6155'AND 1.0 M (3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DO6155'
 DO6155'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DO6155'DEGREES ABOVE THE HORIZON EXCEPT FOR A PINE TREE TO THE SOUTHWEST
 DO6155'EXTENDING HIGHER THAN 35 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6154 ***********************************************************************
 DO6154  DESIGNATION -  9S14
 DO6154  PID         -  DO6154
 DO6154  STATE/COUNTY-  WI/BAYFIELD
 DO6154  COUNTRY     -  US
 DO6154  USGS QUAD   -  BAYFIELD (2018)
 DO6154
 DO6154                         *CURRENT SURVEY CONTROL
 DO6154  ______________________________________________________________________
 DO6154* NAD 83(1986) POSITION- 46 51 46.5    (N) 090 48 28.4    (W)   HD_HELD2
 DO6154* NAVD 88 ORTHO HEIGHT -   226.866 (meters)      744.31  (feet) ADJUSTED
 DO6154  ______________________________________________________________________
 DO6154  GEOID HEIGHT    -        -31.615 (meters)                     GEOID18
 DO6154  DYNAMIC HEIGHT  -        226.884 (meters)      744.37  (feet) COMP
 DO6154  MODELED GRAVITY -    980,687.2   (mgal)                       NAVD 88
 DO6154
 DO6154  VERT ORDER      -  SECOND    CLASS I
 DO6154
 DO6154.The horizontal coordinates were established by autonomous hand held GPS
 DO6154.observations and have an estimated accuracy of +/- 10 meters.
 DO6154
 DO6154.The orthometric height was determined by differential leveling and
 DO6154.adjusted by the NATIONAL GEODETIC SURVEY
 DO6154.in February 2017.
 DO6154
 DO6154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6154.GEOID18 height accuracy estimate available here.
 DO6154
 DO6154.Click photographs - Photos may exist for this station.
 DO6154
 DO6154.The dynamic height is computed by dividing the NAVD 88
 DO6154.geopotential number by the normal gravity value computed on the
 DO6154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6154.degrees latitude (g = 980.6199 gals.).
 DO6154
 DO6154.The modeled gravity was interpolated from observed gravity values.
 DO6154
 DO6154;                    North         East    Units  Estimated Accuracy
 DO6154;SPC WI N     -   188,851.      538,398.      MT  (+/- 10 meters HH2 GPS)
 DO6154
 DO6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6707992263(NAD 83)
 DO6154
 DO6154                          SUPERSEDED SURVEY CONTROL
 DO6154
 DO6154  NAVD 88 (07/25/13)  226.883  (m)          744.37   (f) SUPERSEDED  2 1
 DO6154
 DO6154.Superseded values are not recommended for survey control.
 DO6154
 DO6154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6154.See file dsdata.pdf to determine how the superseded data were derived.
 DO6154
 DO6154_MARKER: DD = SURVEY DISK
 DO6154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6154_STAMPING: 9S14 2010
 DO6154_MARK LOGO: WIDT
 DO6154_PROJECTION: FLUSH
 DO6154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6154+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 DO6154
 DO6154  HISTORY     - Date     Condition        Report By
 DO6154  HISTORY     - 2010     MONUMENTED       WIDT
 DO6154  HISTORY     - 20120627 GOOD             WIDT
 DO6154
 DO6154                          STATION DESCRIPTION
 DO6154
 DO6154'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6154'THE STATION IS LOCATED ABOUT 13.9 MI (22.4 KM) EAST OF CORNUCOPIA, 3.6
 DO6154'MI (5.8 KM) NORTH OF BAYFIELD AND 1.0 MI (1.6 KM) NORTHWEST OF RED
 DO6154'CLIFF.
 DO6154'
 DO6154'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6154'HIGHWAY J LOCATED APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE CITY OF
 DO6154'BAYFIELD, GO NORTH ON STATE HIGHWAY 13 FOR 3.15 MI (5.1 KM) TO AIKEN
 DO6154'ROAD ON THE LEFT.  CONTINUE NORTHWEST ON STATE HIGHWAY 13 FOR 0.25 MI
 DO6154'(0.4 KM) TO THE STATION ON THE LEFT.
 DO6154'
 DO6154'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6154'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6154'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6154'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) ABOVE THE HIGHWAY PAVEMENT.
 DO6154'THE STATION IS 22.9 M (75.1 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DO6154'HIGHWAY 13, 35.6 M (116.8 FT) SOUTH OF A --NO PASSING ZONE-- SIGN, 25
 DO6154'M (82.0 FT) NORTHWEST OF THE EXTENDED CENTER OF A PRIVATE DRIVE
 DO6154'-36600-, 24.7 M (81.0 FT) NORTHWEST OF A POWER POLE WITH A SINGLE GUY
 DO6154'WIRE TO THE SOUTHWEST, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DO6154'BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6154'
 DO6154'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE TO TREES TO
 DO6154'THE SOUTH EXTENDING HIGHER THAN 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9283 ***********************************************************************
 DQ9283  DESIGNATION -  9T90
 DQ9283  PID         -  DQ9283
 DQ9283  STATE/COUNTY-  WI/IRON
 DQ9283  COUNTRY     -  US
 DQ9283  USGS QUAD   -  ORONTO BAY (2018)
 DQ9283
 DQ9283                         *CURRENT SURVEY CONTROL
 DQ9283  ______________________________________________________________________
 DQ9283* NAD 83(1986) POSITION- 46 33 03.92   (N) 090 25 59.69   (W)   HD_HELD1
 DQ9283* NAVD 88 ORTHO HEIGHT -   231.298 (meters)      758.85  (feet) ADJUSTED
 DQ9283  ______________________________________________________________________
 DQ9283  GEOID HEIGHT    -        -31.126 (meters)                     GEOID18
 DQ9283  DYNAMIC HEIGHT  -        231.316 (meters)      758.91  (feet) COMP
 DQ9283  MODELED GRAVITY -    980,684.0   (mgal)                       NAVD 88
 DQ9283
 DQ9283  VERT ORDER      -  SECOND    CLASS I
 DQ9283
 DQ9283.The horizontal coordinates were determined by differentially corrected
 DQ9283.hand held GPS observations or other comparable positioning techniques
 DQ9283.and have an estimated accuracy of +/- 3 meters.
 DQ9283
 DQ9283.The orthometric height was determined by differential leveling and
 DQ9283.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9283.in December 2018.
 DQ9283
 DQ9283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9283.GEOID18 height accuracy estimate available here.
 DQ9283
 DQ9283.Click photographs - Photos may exist for this station.
 DQ9283
 DQ9283.The dynamic height is computed by dividing the NAVD 88
 DQ9283.geopotential number by the normal gravity value computed on the
 DQ9283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9283.degrees latitude (g = 980.6199 gals.).
 DQ9283
 DQ9283.The modeled gravity was interpolated from observed gravity values.
 DQ9283
 DQ9283;                    North         East    Units  Estimated Accuracy
 DQ9283;SPC WI N     -   153,964.7     566,775.2     MT  (+/- 3 meters HH1 GPS) 
 DQ9283
 DQ9283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9676358480(NAD 83)
 DQ9283
 DQ9283                          SUPERSEDED SURVEY CONTROL
 DQ9283
 DQ9283.No superseded survey control is available for this station.
 DQ9283
 DQ9283_MARKER: DD = SURVEY DISK
 DQ9283_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ9283_SP_SET: BOX CULVERT
 DQ9283_STAMPING: 9T90 2018
 DQ9283_MARK LOGO: WIDT
 DQ9283_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9283+STABILITY: SURFACE MOTION
 DQ9283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9283+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 DQ9283
 DQ9283  HISTORY     - Date     Condition        Report By
 DQ9283  HISTORY     - 2018     MONUMENTED       WIDT
 DQ9283  HISTORY     - 20180723 GOOD             WIDT
 DQ9283
 DQ9283                          STATION DESCRIPTION
 DQ9283
 DQ9283'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9283'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) EAST OF ASHLAND, 19 MI
 DQ9283'(30.6 KM) NORTHEAST OF MELLEN, AND 13 MI (20.9 KM) NORTHWEST OF
 DQ9283'HURLEY.
 DQ9283'
 DQ9283'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 WITH STATE
 DQ9283'HIGHWAY 122, ABOUT 0.5 MI (0.8 KM) NORTH OF THE COMMUNITY OF SAXON, GO
 DQ9283'NORTH ON STATE HIGHWAY 122 FOR 3.55 MI (5.71 KM) TO COUNTY HIGHWAY A
 DQ9283'ON THE LEFT, TURN LEFT AND GO WEST ON COUNTY HIGHWAY A FOR 0.45 MI
 DQ9283'(0.72 KM) TO A BOX CULVERT OVER PARKER CREEK AND THE STATION ON THE
 DQ9283'RIGHT.
 DQ9283'
 DQ9283'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9283'SURVEY DISK SET IN A DRILL HOLE IN THE TOP OF THE WEST SIDE OF THE
 DQ9283'NORTH END OF THE BOX CULVERT, ABOUT 3 M (9.8 FT) LOWER THAN HIGHWAY
 DQ9283'GRADE.  THE STATION IS 17.0 M (55.8 FT) NORTH OF THE CENTERLINE OF
 DQ9283'COUNTY HIGHWAY A, 38 M (124.7 FT) EAST OF THE EXTENDED CENTER OF A
 DQ9283'DRIVEWAY -9905W-, AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS
 DQ9283'POST.
 DQ9283'
 DQ9283'NOTE-THE STATION IS OBSTRUCTED BY TREES TO THE EAST (EXTENDING TO 55
 DQ9283'DEGREES), SOUTH (EXTENDING TO 20 DEGREES), WEST (EXTENDING TO 40
 DQ9283'DEGREES) AND NORTH (EXTENDING TO 40 DEGREES), RESPECTIVELY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0721 ***********************************************************************
 NH0721  DESIGNATION -  A
 NH0721  PID         -  NH0721
 NH0721  STATE/COUNTY-  WI/GREEN
 NH0721  COUNTRY     -  US
 NH0721  USGS QUAD   -  BROWNTOWN (2018)
 NH0721
 NH0721                         *CURRENT SURVEY CONTROL
 NH0721  ______________________________________________________________________
 NH0721* NAD 83(1986) POSITION- 42 30 42.     (N) 089 48 14.     (W)   SCALED
 NH0721* NAVD 88 ORTHO HEIGHT -   237.440 (meters)      779.00  (feet) ADJUSTED
 NH0721  ______________________________________________________________________
 NH0721  GEOID HEIGHT    -        -33.516 (meters)                     GEOID18
 NH0721  DYNAMIC HEIGHT  -        237.364 (meters)      778.75  (feet) COMP
 NH0721  MODELED GRAVITY -    980,297.0   (mgal)                       NAVD 88
 NH0721
 NH0721  VERT ORDER      -  FIRST     CLASS II
 NH0721
 NH0721.The horizontal coordinates were scaled from a map and have
 NH0721.an estimated accuracy of +/- 6 seconds.
 NH0721
 NH0721.The orthometric height was determined by differential leveling and
 NH0721.adjusted by the NATIONAL GEODETIC SURVEY
 NH0721.in June 1991.
 NH0721
 NH0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0721.GEOID18 height accuracy estimate available here.
 NH0721
 NH0721.Click photographs - Photos may exist for this station.
 NH0721
 NH0721.The dynamic height is computed by dividing the NAVD 88
 NH0721.geopotential number by the normal gravity value computed on the
 NH0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0721.degrees latitude (g = 980.6199 gals.).
 NH0721
 NH0721.The modeled gravity was interpolated from observed gravity values.
 NH0721
 NH0721;                    North         East    Units  Estimated Accuracy
 NH0721;SPC WI S     -    56,860.      616,120.      MT  (+/- 180 meters Scaled)
 NH0721
 NH0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN696103(NAD 83)
 NH0721
 NH0721                          SUPERSEDED SURVEY CONTROL
 NH0721
 NH0721  NGVD 29 (??/??/92)  237.545  (m)          779.35   (f) ADJ UNCH    1 2
 NH0721
 NH0721.Superseded values are not recommended for survey control.
 NH0721
 NH0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0721.See file dsdata.pdf to determine how the superseded data were derived.
 NH0721
 NH0721_MARKER: Q = CHISELED SQUARE
 NH0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0721_SP_SET: BRIDGE
 NH0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0721
 NH0721  HISTORY     - Date     Condition        Report By
 NH0721  HISTORY     - 1920     MONUMENTED       CGS
 NH0721  HISTORY     - 1920     GOOD             CGS
 NH0721  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0721
 NH0721                          STATION DESCRIPTION
 NH0721
 NH0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0721'0.3 MI NW FROM MARTINTOWN.
 NH0721'0.3 MI NW ALONG THE ABANDONED ILLINOIS CENTRAL RR FROM
 NH0721'MARTINTOWN, GREEN COUNTY, AT THE SITE OF BRIDGE V 11-9 OVER
 NH0721'PECATONICA RIVER, AT THE CENTER PIER, AND ON THE NW CORNER OF THE
 NH0721'E PILLAR.  A 3-IN CHISELED SQUARE.
 NH0721
 NH0721                          STATION RECOVERY (2001)
 NH0721
 NH0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0721'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0057 ***********************************************************************
 NJ0057  DESIGNATION -  A 1
 NJ0057  PID         -  NJ0057
 NJ0057  STATE/COUNTY-  WI/IOWA
 NJ0057  COUNTRY     -  US
 NJ0057  USGS QUAD   -  LINDEN (2018)
 NJ0057
 NJ0057                         *CURRENT SURVEY CONTROL
 NJ0057  ______________________________________________________________________
 NJ0057* NAD 83(1986) POSITION- 42 58 05.     (N) 090 19 45.     (W)   SCALED
 NJ0057* NAVD 88 ORTHO HEIGHT -   360.122 (meters)     1181.50  (feet) ADJUSTED
 NJ0057  ______________________________________________________________________
 NJ0057  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 NJ0057  DYNAMIC HEIGHT  -        360.014 (meters)     1181.15  (feet) COMP
 NJ0057  MODELED GRAVITY -    980,310.9   (mgal)                       NAVD 88
 NJ0057
 NJ0057  VERT ORDER      -  FIRST     CLASS II
 NJ0057
 NJ0057.The horizontal coordinates were scaled from a map and have
 NJ0057.an estimated accuracy of +/- 6 seconds.
 NJ0057
 NJ0057.The orthometric height was determined by differential leveling and
 NJ0057.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0057.in June 1991.
 NJ0057
 NJ0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0057.GEOID18 height accuracy estimate available here.
 NJ0057
 NJ0057.Click photographs - Photos may exist for this station.
 NJ0057
 NJ0057.The dynamic height is computed by dividing the NAVD 88
 NJ0057.geopotential number by the normal gravity value computed on the
 NJ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0057.degrees latitude (g = 980.6199 gals.).
 NJ0057
 NJ0057.The modeled gravity was interpolated from observed gravity values.
 NJ0057
 NJ0057;                    North         East    Units  Estimated Accuracy
 NJ0057;SPC WI S     -   107,600.      573,150.      MT  (+/- 180 meters Scaled)
 NJ0057
 NJ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH178607(NAD 83)
 NJ0057
 NJ0057                          SUPERSEDED SURVEY CONTROL
 NJ0057
 NJ0057  NGVD 29 (??/??/92)  360.190  (m)         1181.72   (f) ADJ UNCH    1 2
 NJ0057
 NJ0057.Superseded values are not recommended for survey control.
 NJ0057
 NJ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0057.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0057
 NJ0057_MARKER: DB = BENCH MARK DISK
 NJ0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0057_SP_SET: BUILDING
 NJ0057_STAMPING: ELEV 1181.723 FT A 1 1920
 NJ0057_MARK LOGO: CGS
 NJ0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0057
 NJ0057  HISTORY     - Date     Condition        Report By
 NJ0057  HISTORY     - 1920     MONUMENTED       CGS
 NJ0057
 NJ0057                          STATION DESCRIPTION
 NJ0057
 NJ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NJ0057'AT COBB.
 NJ0057'AT COBB, IOWA COUNTY, 200 YARDS SOUTH OF THE CHICAGO AND NORTH
 NJ0057'WESTERN RAILWAY, AT THE NORTHEAST CORNER OF THE STATE BANK,
 NJ0057'8 INCHES SOUTH OF THE CORNER, AND ABOUT 3 FEET ABOVE THE GROUND.
 NJ0057'A STANDARD DISK, STAMPED ELEV. 1181.723 FT. A 1 1920 AND SET
 NJ0057'VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0145 ***********************************************************************
 ON0145  DESIGNATION -  A 10
 ON0145  PID         -  ON0145
 ON0145  STATE/COUNTY-  WI/MONROE
 ON0145  COUNTRY     -  US
 ON0145  USGS QUAD   -  TOMAH (2018)
 ON0145
 ON0145                         *CURRENT SURVEY CONTROL
 ON0145  ______________________________________________________________________
 ON0145* NAD 83(1986) POSITION- 43 59 51.80   (N) 090 37 03.24   (W)   HD_HELD1
 ON0145* NAVD 88 ORTHO HEIGHT -   299.196 (meters)      981.61  (feet) ADJUSTED
 ON0145  ______________________________________________________________________
 ON0145  GEOID HEIGHT    -        -33.648 (meters)                     GEOID18
 ON0145  DYNAMIC HEIGHT  -        299.134 (meters)      981.41  (feet) COMP
 ON0145  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 ON0145
 ON0145  VERT ORDER      -  FIRST     CLASS II
 ON0145
 ON0145.The horizontal coordinates were determined by differentially corrected
 ON0145.hand held GPS observations or other comparable positioning techniques
 ON0145.and have an estimated accuracy of +/- 3 meters.
 ON0145
 ON0145.The orthometric height was determined by differential leveling and
 ON0145.adjusted by the NATIONAL GEODETIC SURVEY
 ON0145.in June 1991.
 ON0145
 ON0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0145.GEOID18 height accuracy estimate available here.
 ON0145
 ON0145.Click photographs - Photos may exist for this station.
 ON0145
 ON0145.The dynamic height is computed by dividing the NAVD 88
 ON0145.geopotential number by the normal gravity value computed on the
 ON0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0145.degrees latitude (g = 980.6199 gals.).
 ON0145
 ON0145.The modeled gravity was interpolated from observed gravity values.
 ON0145
 ON0145;                    North         East    Units  Estimated Accuracy
 ON0145;SPC WI S     -   222,117.4     550,466.5     MT  (+/- 3 meters HH1 GPS) 
 ON0145
 ON0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9101874379(NAD 83)
 ON0145
 ON0145                          SUPERSEDED SURVEY CONTROL
 ON0145
 ON0145  NGVD 29 (??/??/92)  299.208  (m)          981.65   (f) ADJ UNCH    1 2
 ON0145
 ON0145.Superseded values are not recommended for survey control.
 ON0145
 ON0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0145.See file dsdata.pdf to determine how the superseded data were derived.
 ON0145
 ON0145_MARKER: DB = BENCH MARK DISK
 ON0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0145_STAMPING: 981.652 A 10 1930
 ON0145_MARK LOGO: CGS
 ON0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0145+STABILITY: SURFACE MOTION
 ON0145
 ON0145  HISTORY     - Date     Condition        Report By
 ON0145  HISTORY     - 1930     MONUMENTED       CGS
 ON0145  HISTORY     - 1935     GOOD             CGS
 ON0145  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0145
 ON0145                          STATION DESCRIPTION
 ON0145
 ON0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ON0145'2.2 MI W FROM TUNNEL CITY.
 ON0145'2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ON0145'FROM THE STATION AT TUNNEL CITY, MONROE COUNTY, 225 FEET NORTHEAST
 ON0145'OF THE STATION AT RAYMORE ON THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0145'AND PACIFIC RAILROAD, 3 FEET NORTH OF THE C. AND N.W.RY.
 ON0145'RIGHT-OF-WAY FENCE, AND IN A FIELD BELONGING TO SPRING BANK
 ON0145'PARK.  A STANDARD DISK, STAMPED 981.652 A 10 1930 AND SET IN
 ON0145'THE TOP OF A CONCRETE POST.
 ON0145
 ON0145                          STATION RECOVERY (1935)
 ON0145
 ON0145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 ON0145'RECOVERED IN GOOD CONDITION.
 ON0145
 ON0145                          STATION RECOVERY (1985)
 ON0145
 ON0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0145'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0370 ***********************************************************************
 OM0370  DESIGNATION -  A 100
 OM0370  PID         -  OM0370
 OM0370  STATE/COUNTY-  WI/MARQUETTE
 OM0370  COUNTRY     -  US
 OM0370  USGS QUAD   -  ENDEAVOR (2018)
 OM0370
 OM0370                         *CURRENT SURVEY CONTROL
 OM0370  ______________________________________________________________________
 OM0370* NAD 83(1986) POSITION- 43 43 41.83   (N) 089 28 49.44   (W)   HD_HELD1
 OM0370* NAVD 88 ORTHO HEIGHT -   240.214 (meters)      788.10  (feet) ADJUSTED
 OM0370  ______________________________________________________________________
 OM0370  GEOID HEIGHT    -        -35.829 (meters)                     GEOID18
 OM0370  DYNAMIC HEIGHT  -        240.158 (meters)      787.92  (feet) COMP
 OM0370  MODELED GRAVITY -    980,380.9   (mgal)                       NAVD 88
 OM0370
 OM0370  VERT ORDER      -  SECOND    CLASS 0
 OM0370
 OM0370.The horizontal coordinates were determined by differentially corrected
 OM0370.hand held GPS observations or other comparable positioning techniques
 OM0370.and have an estimated accuracy of +/- 3 meters.
 OM0370
 OM0370.The orthometric height was determined by differential leveling and
 OM0370.adjusted by the NATIONAL GEODETIC SURVEY
 OM0370.in June 1991.
 OM0370
 OM0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0370.GEOID18 height accuracy estimate available here.
 OM0370
 OM0370.Click photographs - Photos may exist for this station.
 OM0370
 OM0370.The dynamic height is computed by dividing the NAVD 88
 OM0370.geopotential number by the normal gravity value computed on the
 OM0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0370.degrees latitude (g = 980.6199 gals.).
 OM0370
 OM0370.The modeled gravity was interpolated from observed gravity values.
 OM0370
 OM0370;                    North         East    Units  Estimated Accuracy
 OM0370;SPC WI S     -   192,128.5     641,862.4     MT  (+/- 3 meters HH1 GPS) 
 OM0370
 OM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0022744684(NAD 83)
 OM0370
 OM0370                          SUPERSEDED SURVEY CONTROL
 OM0370
 OM0370  NGVD 29 (??/??/92)  240.246  (m)          788.21   (f) ADJ UNCH    2 0
 OM0370
 OM0370.Superseded values are not recommended for survey control.
 OM0370
 OM0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0370.See file dsdata.pdf to determine how the superseded data were derived.
 OM0370
 OM0370_MARKER: DB = BENCH MARK DISK
 OM0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0370_STAMPING: A 100 1934
 OM0370_MARK LOGO: CGS
 OM0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0370+STABILITY: SURFACE MOTION
 OM0370
 OM0370  HISTORY     - Date     Condition        Report By
 OM0370  HISTORY     - 1934     MONUMENTED       CGS
 OM0370
 OM0370                          STATION DESCRIPTION
 OM0370
 OM0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0370'1.2 MI NW FROM ENDEAVOR.
 OM0370'1.2 MILES NORTHWEST ALONG THE ABANDONED MINNEAPOLIS ST. PAUL
 OM0370'AND SAULT STE. MARIE RAILROAD FROM THE FORMER STATION AT ENDEAVOR,
 OM0370'MARQUETTE COUNTY, AT A PRIVATE-ROAD CROSSING, 21 FEET SOUTH
 OM0370'OF THE CENTERLINE OF THE ROAD, 21 FEET NORTHEAST OF THE CENTERLINE
 OM0370'OF THE OLD ROADBED, 24 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 OM0370'AND ABOUT 2 FEET BELOW THE LEVEL OF THE OLD ROADBED.  A STANDARD
 OM0370'DISK SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0408 ***********************************************************************
 OM0408  DESIGNATION -  A 101
 OM0408  PID         -  OM0408
 OM0408  STATE/COUNTY-  WI/DANE
 OM0408  COUNTRY     -  US
 OM0408  USGS QUAD   -  DE FOREST (2018)
 OM0408
 OM0408                         *CURRENT SURVEY CONTROL
 OM0408  ______________________________________________________________________
 OM0408* NAD 83(1986) POSITION- 43 11 40.3    (N) 089 20 29.3    (W)   HD_HELD2
 OM0408* NAVD 88 ORTHO HEIGHT -   266.432 (meters)      874.12  (feet) ADJUSTED
 OM0408  ______________________________________________________________________
 OM0408  GEOID HEIGHT    -        -34.659 (meters)                     GEOID18
 OM0408  DYNAMIC HEIGHT  -        266.361 (meters)      873.89  (feet) COMP
 OM0408  MODELED GRAVITY -    980,346.5   (mgal)                       NAVD 88
 OM0408
 OM0408  VERT ORDER      -  SECOND    CLASS 0
 OM0408
 OM0408.The horizontal coordinates were established by autonomous hand held GPS
 OM0408.observations and have an estimated accuracy of +/- 10 meters.
 OM0408
 OM0408.The orthometric height was determined by differential leveling and
 OM0408.adjusted by the NATIONAL GEODETIC SURVEY
 OM0408.in June 1991.
 OM0408
 OM0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0408.GEOID18 height accuracy estimate available here.
 OM0408
 OM0408.Click photographs - Photos may exist for this station.
 OM0408
 OM0408.The dynamic height is computed by dividing the NAVD 88
 OM0408.geopotential number by the normal gravity value computed on the
 OM0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0408.degrees latitude (g = 980.6199 gals.).
 OM0408
 OM0408.The modeled gravity was interpolated from observed gravity values.
 OM0408
 OM0408;                    North         East    Units  Estimated Accuracy
 OM0408;SPC WI S     -   132,912.      653,523.      MT  (+/- 10 meters HH2 GPS)
 OM0408
 OM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0975085078(NAD 83)
 OM0408
 OM0408                          SUPERSEDED SURVEY CONTROL
 OM0408
 OM0408  NGVD 29 (??/??/92)  266.486  (m)          874.30   (f) ADJ UNCH    2 0
 OM0408
 OM0408.Superseded values are not recommended for survey control.
 OM0408
 OM0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0408.See file dsdata.pdf to determine how the superseded data were derived.
 OM0408
 OM0408_MARKER: DB = BENCH MARK DISK
 OM0408_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0408_SP_SET: BOX CULVERT HEADWALL
 OM0408_STAMPING: A 101 1934
 OM0408_MARK LOGO: CGS
 OM0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0408+STABILITY: SURFACE MOTION
 OM0408
 OM0408  HISTORY     - Date     Condition        Report By
 OM0408  HISTORY     - 1934     MONUMENTED       CGS
 OM0408  HISTORY     - 1953     POOR             CGS
 OM0408  HISTORY     - 20150925 MARK NOT FOUND   WIDT
 OM0408
 OM0408                          STATION DESCRIPTION
 OM0408
 OM0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0408'1.6 MI S FROM WINDSOR.
 OM0408'1.6 MILES SOUTH OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0408'PACIFIC RAILROAD TO PUBLIC CROSSING AND BRIDGE C662.  SET IN
 OM0408'WEST END OF THE SOUTH CONCRETE HEADWALL OF A 6 FOOT CONCRETE BOX
 OM0408'CULVERT, 130 FEET EAST OF CENTERLINE OF TRACK, 12 FEET SOUTH
 OM0408'OF CENTERLINE OF ROAD AND AT ROAD LEVEL.
 OM0408
 OM0408                          STATION RECOVERY (1953)
 OM0408
 OM0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 OM0408'MARK RECOVERED IN POOR CONDITION.
 OM0408
 OM0408                          STATION RECOVERY (2015)
 OM0408
 OM0408'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 OM0408'MARK NOT FOUND.  THE HIGHWAY HAS SINCE BEEN EXPANDED TO FOUR LANES AND
 OM0408'A NEW BOX CULVERT, WHICH IS LOCATED ABOUT 225 FT (68.6 M) EAST OF THE
 OM0408'RAILROAD TRACKS, WAS INSTALLED IN 1970.  THE CONCRETE HEADWALL OF THE
 OM0408'ORIGINAL BOX CULVERT WAS LIKELY REMOVED AS PART OF THE HIGHWAY
 OM0408'IMPROVEMENT PROJECT.  THIS BENCH MARK SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0397 ***********************************************************************
 NH0397  DESIGNATION -  A 102 RESET
 NH0397  PID         -  NH0397
 NH0397  STATE/COUNTY-  WI/ROCK
 NH0397  COUNTRY     -  US
 NH0397  USGS QUAD   -  JANESVILLE WEST (2018)
 NH0397
 NH0397                         *CURRENT SURVEY CONTROL
 NH0397  ______________________________________________________________________
 NH0397* NAD 83(1986) POSITION- 42 40 52.     (N) 089 01 30.     (W)   SCALED
 NH0397* NAVD 88 ORTHO HEIGHT -   239.71  (+/-2cm)      786.4   (feet) VERTCON3
 NH0397  ______________________________________________________________________
 NH0397  GEOID HEIGHT    -        -33.893 (meters)                     GEOID18
 NH0397  VERT ORDER      -  THIRD (See Below)
 NH0397
 NH0397.The horizontal coordinates were scaled from a map and have
 NH0397.an estimated accuracy of +/- 6 seconds.
 NH0397
 NH0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0397
 NH0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0397.GEOID18 height accuracy estimate available here.
 NH0397
 NH0397.The vertical order pertains to the NGVD 29 superseded value.
 NH0397
 NH0397.Click photographs - Photos may exist for this station.
 NH0397
 NH0397;                    North         East    Units  Estimated Accuracy
 NH0397;SPC WI S     -    76,130.      679,910.      MT  (+/- 180 meters Scaled)
 NH0397
 NH0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN340273(NAD 83)
 NH0397
 NH0397                          SUPERSEDED SURVEY CONTROL
 NH0397
 NH0397  NGVD 29 (07/09/15)  239.78   (m)          786.7    (f) RESET       3  
 NH0397
 NH0397.Superseded values are not recommended for survey control.
 NH0397
 NH0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0397.See file dsdata.pdf to determine how the superseded data were derived.
 NH0397
 NH0397_MARKER: DV = VERTICAL CONTROL DISK
 NH0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0397_SP_SET: BUILDING
 NH0397_STAMPING: A 102 RESET 1975
 NH0397_MARK LOGO: NGS
 NH0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0397
 NH0397  HISTORY     - Date     Condition        Report By
 NH0397  HISTORY     - 1975     MONUMENTED       WI2320
 NH0397  HISTORY     - 1988     GOOD             USPSQD
 NH0397  HISTORY     - 19920909 GOOD             NGS
 NH0397  HISTORY     - 20010331 GOOD             NGS
 NH0397
 NH0397                          STATION DESCRIPTION
 NH0397
 NH0397'DESCRIBED BY CITY OF JANESVILLE WISCONSIN 1975
 NH0397'AT JANESVILLE.
 NH0397'ON DODGE STREET AT POST OFFICE BETWEEN JACKSON STREET AND
 NH0397'FRANKLIN STREET, SET ON GRANITE LANDING AT THE SOUTH MAIN
 NH0397'ENTRANCE, 0.7 FEET WEST OF WALL AT EAST DOORS, 1.3 FEET SOUTH
 NH0397'OF BUILDING, ALSO 76.7 FEET WEST OF EAST SIDE OF BUILDING.
 NH0397'NOTE-- USGS 33 JWS 1960 UNDER FLOWER BOX AFTER INSTALLING A 102
 NH0397'1975.  WE HAVE NO ELEVATION IN OUR OFFICE FOR THIS POINT SO IT
 NH0397'IS SUBMITTED AS STATED ABOVE.
 NH0397
 NH0397                          STATION RECOVERY (1988)
 NH0397
 NH0397'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBL)
 NH0397'RECOVERED IN GOOD CONDITION.
 NH0397
 NH0397                          STATION RECOVERY (1992)
 NH0397
 NH0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 NH0397'RECOVERED IN GOOD CONDITION.
 NH0397
 NH0397                          STATION RECOVERY (2001)
 NH0397
 NH0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0397'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0216 ***********************************************************************
 OM0216  DESIGNATION -  A 103
 OM0216  PID         -  OM0216
 OM0216  STATE/COUNTY-  WI/JEFFERSON
 OM0216  COUNTRY     -  US
 OM0216  USGS QUAD   -  WATERTOWN (2018)
 OM0216
 OM0216                         *CURRENT SURVEY CONTROL
 OM0216  ______________________________________________________________________
 OM0216* NAD 83(1986) POSITION- 43 11 10.68   (N) 088 44 06.33   (W)   HD_HELD1
 OM0216* NAVD 88 ORTHO HEIGHT -   250.784 (meters)      822.78  (feet) ADJUSTED
 OM0216  ______________________________________________________________________
 OM0216  GEOID HEIGHT    -        -34.705 (meters)                     GEOID18
 OM0216  DYNAMIC HEIGHT  -        250.721 (meters)      822.57  (feet) COMP
 OM0216  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 OM0216
 OM0216  VERT ORDER      -  SECOND    CLASS I
 OM0216
 OM0216.The horizontal coordinates were determined by differentially corrected
 OM0216.hand held GPS observations or other comparable positioning techniques
 OM0216.and have an estimated accuracy of +/- 3 meters.
 OM0216
 OM0216.The orthometric height was determined by differential leveling and
 OM0216.adjusted by the WI DEPT OF TRANSP
 OM0216.in May 2012.
 OM0216
 OM0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0216.GEOID18 height accuracy estimate available here.
 OM0216
 OM0216.Click photographs - Photos may exist for this station.
 OM0216
 OM0216.The dynamic height is computed by dividing the NAVD 88
 OM0216.geopotential number by the normal gravity value computed on the
 OM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0216.degrees latitude (g = 980.6199 gals.).
 OM0216
 OM0216.The modeled gravity was interpolated from observed gravity values.
 OM0216
 OM0216;                    North         East    Units  Estimated Accuracy
 OM0216;SPC WI S     -   132,566.2     702,819.5     MT  (+/- 3 meters HH1 GPS) 
 OM0216
 OM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5900282964(NAD 83)
 OM0216
 OM0216                          SUPERSEDED SURVEY CONTROL
 OM0216
 OM0216  NAVD 88 (04/20/07)  250.761  (m)          822.71   (f) SUPERSEDED  2 1
 OM0216  NAVD 88 (02/25/04)  250.711  (m)          822.54   (f) SUPERSEDED  2 1
 OM0216  NAVD 88 (06/15/91)  250.762  (m)          822.71   (f) SUPERSEDED  2 0
 OM0216  NGVD 29 (??/??/92)  250.823  (m)          822.91   (f) ADJ UNCH    2 0
 OM0216
 OM0216.Superseded values are not recommended for survey control.
 OM0216
 OM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0216.See file dsdata.pdf to determine how the superseded data were derived.
 OM0216
 OM0216_MARKER: DB = BENCH MARK DISK
 OM0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0216_STAMPING: A 103 1934
 OM0216_MARK LOGO: CGS
 OM0216_PROJECTION: FLUSH
 OM0216_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0216+STABILITY: SURFACE MOTION
 OM0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0216+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 OM0216
 OM0216  HISTORY     - Date     Condition        Report By
 OM0216  HISTORY     - 1934     MONUMENTED       CGS
 OM0216  HISTORY     - 1934     GOOD             CGS
 OM0216  HISTORY     - 1979     GOOD             ALSTER
 OM0216  HISTORY     - 2001     GOOD             WIDT
 OM0216  HISTORY     - 20060912 GOOD             WIDT
 OM0216
 OM0216                          STATION DESCRIPTION
 OM0216
 OM0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0216'AT WATERTOWN.
 OM0216'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD NEAR THE SOUTHERN
 OM0216'LIMIT OF THE CITY AT THE INTERSECTION OF MILFORD AND JOHNSON
 OM0216'STREETS.  SET IN CONCRETE POST 75 FEET SOUTHEAST OF THE CENTER
 OM0216'LINE OF MILFORD STREET, 16 FEET WEST OF THE CENTER LINE OF
 OM0216'JOHNSON STREET, 23 FEET EAST OF THE CENTER LINE OF THE TRACK,
 OM0216'2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 1.5 FOOT BELOW RAIL
 OM0216'LEVEL.
 OM0216
 OM0216                          STATION RECOVERY (1934)
 OM0216
 OM0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OM0216'RECOVERED IN GOOD CONDITION.
 OM0216
 OM0216                          STATION RECOVERY (1979)
 OM0216
 OM0216'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979
 OM0216'RECOVERED IN GOOD CONDITION.
 OM0216
 OM0216                          STATION RECOVERY (2001)
 OM0216
 OM0216'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0216'THE STATION IS LOCATED IN WATERTOWN.  OWNERSHIP--CITY OF WATERTOWN.
 OM0216'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 WITH STATE
 OM0216'HIGHWAY 26 AT THE INTERSECTION OF MAIN STREET AND CHURCH STREET IN
 OM0216'THE CITY OF WATERTOWN, GO SOUTH ON STATE HIGHWAY 26 (CHURCH STREET)
 OM0216'FOR 0.5 KM TO WEST MILWAUKEE STREET, TURN RIGHT AND GO WEST ON WEST
 OM0216'MILWAUKEE STREET FOR 0.2 KM TO MONTGOMERY STREET ON THE RIGHT AND
 OM0216'MILFORD STREET ON THE LEFT, TURN LEFT AND GO SOUTHWEST ON MILFORD
 OM0216'STREET FOR 0.6 KM TO JOHNSON STREET AND THE STATION ON THE LEFT.  THE
 OM0216'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 OM0216'IN THE TOP OF A 24-CM SQUARE CONCRETE POST AND ABOUT LEVEL WITH THE
 OM0216'STREET PAVEMENT.  THE STATION IS 5.2 M WEST OF THE CENTERLINE OF
 OM0216'JOHNSON STREET, 22.5 M SOUTHEAST OF THE CENTERLINE OF MILFORD STREET,
 OM0216'16.4 M EAST OF A TELEPHONE PEDESTAL --L200 7--, 11.8 M SOUTH OF THE
 OM0216'SOUTHERN METAL POST FOR A --BETHESDAN LUTHERN HOME-- SIGN AND 6.6 M
 OM0216'EAST OF THE EASTERNMOST RAIL OF THE RAILROAD TRACKS.  ---NOTE---THIS
 OM0216'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO OBSTRUCTIONS
 OM0216'EXTENDING HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
 OM0216
 OM0216                          STATION RECOVERY (2006)
 OM0216
 OM0216'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OM0216'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12.2 M
 OM0216'WEST-SOUTHWEST OF POWER POLE --01 16001 40-5-- WITH GUY WIRES AND A
 OM0216'STREET LIGHT ATTACHED AND 0.2 M EAST OF A WHITE PLASTIC WITNESS POST.
 OM0216'---NOTE1--- A LARGE CHUNK OF CONCRETE HAS BEEN REMOVED FROM THE
 OM0216'NORTHEAST CORNER OF THE CONCRETE POST.  ---NOTE2--- THE CONCRETE POST
 OM0216'IS LEANING 8 DEGREES TO THE SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0179 ***********************************************************************
 OM0179  DESIGNATION -  A 105
 OM0179  PID         -  OM0179
 OM0179  STATE/COUNTY-  WI/FOND DU LAC
 OM0179  COUNTRY     -  US
 OM0179  USGS QUAD   -  RIPON (2018)
 OM0179
 OM0179                         *CURRENT SURVEY CONTROL
 OM0179  ______________________________________________________________________
 OM0179* NAD 83(1986) POSITION- 43 50 16.     (N) 088 49 49.     (W)   SCALED
 OM0179* NAVD 88 ORTHO HEIGHT -   287.285 (meters)      942.53  (feet) ADJUSTED
 OM0179  ______________________________________________________________________
 OM0179  GEOID HEIGHT    -        -36.011 (meters)                     GEOID18
 OM0179  DYNAMIC HEIGHT  -        287.223 (meters)      942.33  (feet) COMP
 OM0179  MODELED GRAVITY -    980,396.3   (mgal)                       NAVD 88
 OM0179
 OM0179  VERT ORDER      -  SECOND    CLASS 0
 OM0179
 OM0179.The horizontal coordinates were scaled from a map and have
 OM0179.an estimated accuracy of +/- 6 seconds.
 OM0179
 OM0179.The orthometric height was determined by differential leveling and
 OM0179.adjusted by the NATIONAL GEODETIC SURVEY
 OM0179.in June 1991.
 OM0179
 OM0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0179.GEOID18 height accuracy estimate available here.
 OM0179
 OM0179.Click photographs - Photos may exist for this station.
 OM0179
 OM0179.The dynamic height is computed by dividing the NAVD 88
 OM0179.geopotential number by the normal gravity value computed on the
 OM0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0179.degrees latitude (g = 980.6199 gals.).
 OM0179
 OM0179.The modeled gravity was interpolated from observed gravity values.
 OM0179
 OM0179;                    North         East    Units  Estimated Accuracy
 OM0179;SPC WI S     -   204,820.      694,070.      MT  (+/- 180 meters Scaled)
 OM0179
 OM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP528554(NAD 83)
 OM0179
 OM0179                          SUPERSEDED SURVEY CONTROL
 OM0179
 OM0179  NGVD 29 (??/??/92)  287.311  (m)          942.62   (f) ADJ UNCH    2 0
 OM0179
 OM0179.Superseded values are not recommended for survey control.
 OM0179
 OM0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0179.See file dsdata.pdf to determine how the superseded data were derived.
 OM0179
 OM0179_MARKER: DB = BENCH MARK DISK
 OM0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0179_STAMPING: A 105 1934
 OM0179_MARK LOGO: CGS
 OM0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0179+STABILITY: SURFACE MOTION
 OM0179
 OM0179  HISTORY     - Date     Condition        Report By
 OM0179  HISTORY     - 1934     MONUMENTED       CGS
 OM0179
 OM0179                          STATION DESCRIPTION
 OM0179
 OM0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0179'0.2 MI SE FROM RIPON.
 OM0179'0.2 MILES SOUTHEAST OF CM ST P AND PRWY ALONG THE CHICAGO,
 OM0179'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD AT ROAD CROSSING, 6 POLES
 OM0179'SOUTHEAST OF RIPON DEPOT.  SET IN POST, 30 FEET NORTHWEST OF
 OM0179'CENTERLINE OF ROAD, 21 FEET NORTHEAST OF CENTERLINE OF TRACKS
 OM0179'AND ABOUT 2 FEET BELOW TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0081 ***********************************************************************
 OM0081  DESIGNATION -  A 106
 OM0081  PID         -  OM0081
 OM0081  STATE/COUNTY-  WI/MILWAUKEE
 OM0081  COUNTRY     -  US
 OM0081  USGS QUAD   -  WAUWATOSA (2018)
 OM0081
 OM0081                         *CURRENT SURVEY CONTROL
 OM0081  ______________________________________________________________________
 OM0081* NAD 83(1986) POSITION- 43 02 28.4    (N) 088 03 45.6    (W)   HD_HELD2
 OM0081* NAVD 88 ORTHO HEIGHT -   221.474 (meters)      726.62  (feet) ADJUSTED
 OM0081  ______________________________________________________________________
 OM0081  GEOID HEIGHT    -        -34.963 (meters)                     GEOID18
 OM0081  DYNAMIC HEIGHT  -        221.415 (meters)      726.43  (feet) COMP
 OM0081  MODELED GRAVITY -    980,347.6   (mgal)                       NAVD 88
 OM0081
 OM0081  VERT ORDER      -  SECOND    CLASS 0
 OM0081
 OM0081.The horizontal coordinates were established by autonomous hand held GPS
 OM0081.observations and have an estimated accuracy of +/- 10 meters.
 OM0081
 OM0081.The orthometric height was determined by differential leveling and
 OM0081.adjusted by the NATIONAL GEODETIC SURVEY
 OM0081.in June 1991.
 OM0081
 OM0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0081.GEOID18 height accuracy estimate available here.
 OM0081
 OM0081.Click photographs - Photos may exist for this station.
 OM0081
 OM0081.The dynamic height is computed by dividing the NAVD 88
 OM0081.geopotential number by the normal gravity value computed on the
 OM0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0081.degrees latitude (g = 980.6199 gals.).
 OM0081
 OM0081.The modeled gravity was interpolated from observed gravity values.
 OM0081
 OM0081;                    North         East    Units  Estimated Accuracy
 OM0081;SPC WI S     -   117,503.      757,845.      MT  (+/- 10 meters HH2 GPS)
 OM0081
 OM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1344165940(NAD 83)
 OM0081
 OM0081                          SUPERSEDED SURVEY CONTROL
 OM0081
 OM0081  NGVD 29 (??/??/92)  221.556  (m)          726.89   (f) ADJ UNCH    2 0
 OM0081
 OM0081.Superseded values are not recommended for survey control.
 OM0081
 OM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0081.See file dsdata.pdf to determine how the superseded data were derived.
 OM0081
 OM0081_MARKER: DB = BENCH MARK DISK
 OM0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0081_SP_SET: BRIDGE ABUTMENT
 OM0081_STAMPING: A 106 1934
 OM0081_MARK LOGO: CGS
 OM0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0081
 OM0081  HISTORY     - Date     Condition        Report By
 OM0081  HISTORY     - 1934     MONUMENTED       CGS
 OM0081  HISTORY     - 20000226 MARK NOT FOUND   USPSQD
 OM0081
 OM0081                          STATION DESCRIPTION
 OM0081
 OM0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0081'0.9 MI E FROM ELM GROVE.
 OM0081'0.9 MILE EAST OF DEPOT OF ELM, ALONG THE CHICAGO, MILWAUKEE, ST
 OM0081'PAUL AND PACIFIC RAILROAD, 13 POLES SOUTHWEST OF MILEPOST 94.
 OM0081'SET IN THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF RAILROAD
 OM0081'BRIDGE B-40, 9 FEET NORTHWEST OF THE CENTER LINE OF THE NORTH
 OM0081'MAIN TRACK, AT RAIL LEVEL.
 OM0081
 OM0081                          STATION RECOVERY (2000)
 OM0081
 OM0081'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM0081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0286 ***********************************************************************
 OM0286  DESIGNATION -  A 107
 OM0286  PID         -  OM0286
 OM0286  STATE/COUNTY-  WI/JEFFERSON
 OM0286  COUNTRY     -  US
 OM0286  USGS QUAD   -  RICHWOOD (2018)
 OM0286
 OM0286                         *CURRENT SURVEY CONTROL
 OM0286  ______________________________________________________________________
 OM0286* NAD 83(1986) POSITION- 43 11 43.     (N) 088 49 13.     (W)   SCALED
 OM0286* NAVD 88 ORTHO HEIGHT -   247.270 (meters)      811.25  (feet) ADJUSTED
 OM0286  ______________________________________________________________________
 OM0286  GEOID HEIGHT    -        -34.732 (meters)                     GEOID18
 OM0286  DYNAMIC HEIGHT  -        247.209 (meters)      811.05  (feet) COMP
 OM0286  MODELED GRAVITY -    980,365.1   (mgal)                       NAVD 88
 OM0286
 OM0286  VERT ORDER      -  SECOND    CLASS 0
 OM0286
 OM0286.The horizontal coordinates were scaled from a map and have
 OM0286.an estimated accuracy of +/- 6 seconds.
 OM0286
 OM0286.The orthometric height was determined by differential leveling and
 OM0286.adjusted by the NATIONAL GEODETIC SURVEY
 OM0286.in June 1991.
 OM0286
 OM0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0286.GEOID18 height accuracy estimate available here.
 OM0286
 OM0286.Click photographs - Photos may exist for this station.
 OM0286
 OM0286.The dynamic height is computed by dividing the NAVD 88
 OM0286.geopotential number by the normal gravity value computed on the
 OM0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0286.degrees latitude (g = 980.6199 gals.).
 OM0286
 OM0286.The modeled gravity was interpolated from observed gravity values.
 OM0286
 OM0286;                    North         East    Units  Estimated Accuracy
 OM0286;SPC WI S     -   133,460.      695,880.      MT  (+/- 180 meters Scaled)
 OM0286
 OM0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN521841(NAD 83)
 OM0286
 OM0286                          SUPERSEDED SURVEY CONTROL
 OM0286
 OM0286  NGVD 29 (??/??/92)  247.332  (m)          811.46   (f) ADJ UNCH    2 0
 OM0286
 OM0286.Superseded values are not recommended for survey control.
 OM0286
 OM0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0286.See file dsdata.pdf to determine how the superseded data were derived.
 OM0286
 OM0286_MARKER: DB = BENCH MARK DISK
 OM0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0286_STAMPING: A 107 1934
 OM0286_MARK LOGO: CGS
 OM0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0286+STABILITY: SURFACE MOTION
 OM0286
 OM0286  HISTORY     - Date     Condition        Report By
 OM0286  HISTORY     - 1934     MONUMENTED       CGS
 OM0286  HISTORY     - 1958     MARK NOT FOUND   USGS
 OM0286
 OM0286                          STATION DESCRIPTION
 OM0286
 OM0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0286'3.1 MI E FROM HUBBLETON.
 OM0286'3.1 MILES EAST OF DEPOT AT HUBBLETON ALONG THE CHICAGO, MILWAUKEE,
 OM0286'ST PAUL AND PACIFIC RAILROAD, 4 POLES EAST OF MILEPOST 32 AT
 OM0286'PRIVATE CROSSING.  SET IN CONCRETE POST 24 FEET NORTH OF THE
 OM0286'CENTER LINE OF THE TRACK, 21 FEET SOUTH OF FENCE, 65 FEET EAST
 OM0286'OF THE CENTER LINE OF THE CROSSING, 4 FEET SOUTH OF POLE,
 OM0286'1.5 FOOT BELOW RAIL LEVEL.
 OM0286
 OM0286                          STATION RECOVERY (1958)
 OM0286
 OM0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OM0286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0446 ***********************************************************************
 OM0446  DESIGNATION -  A 108
 OM0446  PID         -  OM0446
 OM0446  STATE/COUNTY-  WI/DANE
 OM0446  COUNTRY     -  US
 OM0446  USGS QUAD   -  MIDDLETON (2018)
 OM0446
 OM0446                         *CURRENT SURVEY CONTROL
 OM0446  ______________________________________________________________________
 OM0446* NAD 83(1986) POSITION- 43 05 41.86   (N) 089 33 49.41   (W)   HD_HELD1
 OM0446* NAVD 88 ORTHO HEIGHT -   285.513 (meters)      936.72  (feet) ADJUSTED
 OM0446  ______________________________________________________________________
 OM0446  GEOID HEIGHT    -        -34.277 (meters)                     GEOID18
 OM0446  DYNAMIC HEIGHT  -        285.436 (meters)      936.47  (feet) COMP
 OM0446  MODELED GRAVITY -    980,342.1   (mgal)                       NAVD 88
 OM0446
 OM0446  VERT ORDER      -  SECOND    CLASS I
 OM0446
 OM0446.The horizontal coordinates were determined by differentially corrected
 OM0446.hand held GPS observations or other comparable positioning techniques
 OM0446.and have an estimated accuracy of +/- 3 meters.
 OM0446
 OM0446.The orthometric height was determined by differential leveling and
 OM0446.adjusted by the NATIONAL GEODETIC SURVEY
 OM0446.in April 2017.
 OM0446
 OM0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0446.GEOID18 height accuracy estimate available here.
 OM0446
 OM0446.Click photographs - Photos may exist for this station.
 OM0446
 OM0446.The dynamic height is computed by dividing the NAVD 88
 OM0446.geopotential number by the normal gravity value computed on the
 OM0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0446.degrees latitude (g = 980.6199 gals.).
 OM0446
 OM0446.The modeled gravity was interpolated from observed gravity values.
 OM0446
 OM0446;                    North         East    Units  Estimated Accuracy
 OM0446;SPC WI S     -   121,732.5     635,517.4     MT  (+/- 3 meters HH1 GPS) 
 OM0446
 OM0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9135274550(NAD 83)
 OM0446
 OM0446                          SUPERSEDED SURVEY CONTROL
 OM0446
 OM0446  NAVD 88 (06/15/91)  285.468  (m)          936.57   (f) SUPERSEDED  2 0
 OM0446  NGVD 29 (??/??/92)  285.524  (m)          936.76   (f) ADJ UNCH    2 0
 OM0446
 OM0446.Superseded values are not recommended for survey control.
 OM0446
 OM0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0446.See file dsdata.pdf to determine how the superseded data were derived.
 OM0446
 OM0446_MARKER: DB = BENCH MARK DISK
 OM0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0446_STAMPING: A 108 1934
 OM0446_MARK LOGO: CGS
 OM0446_PROJECTION: PROJECTING 6 CENTIMETERS
 OM0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0446+STABILITY: SURFACE MOTION
 OM0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0446+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2015
 OM0446
 OM0446  HISTORY     - Date     Condition        Report By
 OM0446  HISTORY     - 1934     MONUMENTED       CGS
 OM0446  HISTORY     - 19910419 GOOD             USPSQD
 OM0446  HISTORY     - 20151014 GOOD             WIDT
 OM0446  HISTORY     - 20151103 GOOD             WIDT
 OM0446
 OM0446                          STATION DESCRIPTION
 OM0446
 OM0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0446'2.7 MI W FROM MIDDLETON.
 OM0446'2.7 MILES WEST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0446'PACIFIC RAILROAD 4 POLES WEST OF MILEPOST 104, AT PRIVATE CROSSING.
 OM0446'SET IN CONCRETE POST 47 FEET SOUTH OF THE CENTER LINE OF THE
 OM0446'TRACK, 36 FEET EAST OF THE CENTER LINE OF PRIVATE ROAD, 1 FOOT
 OM0446'BELOW RAIL LEVEL.
 OM0446
 OM0446                          STATION RECOVERY (1991)
 OM0446
 OM0446'RECOVERY NOTE BY US POWER SQUADRON 1991 (MRS)
 OM0446'RECOVERED IN GOOD CONDITION.
 OM0446
 OM0446                          STATION RECOVERY (2015)
 OM0446
 OM0446'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (MWJ)
 OM0446'RECOVERED IN GOOD CONDITION.
 OM0446
 OM0446                          STATION RECOVERY (2015)
 OM0446
 OM0446'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 OM0446'RECOVERED IN GOOD CONDITION.
 OM0446'
 OM0446'NOTE-ADD-THE MARK IS LOCATED ABOUT 0.1 MI (0.2 KM) EAST OF WILLOW LANE
 OM0446'AND ABOUT 3 M (9.8 FT) LOWER THAN THE HIGHWAY PAVEMENT GRADE.  THE
 OM0446'MARK IS APPROXIMATELY 28 M (91.9 FT) SOUTHEAST OF A STEEL CHANNEL POST
 OM0446'WITH A SMALL BLUE SIGN -REPORT EMERGENCY OR PROBLEM- AND 0.3 M (1.0
 OM0446'FT) NORTH OF AN ORANGE CARSONITE WITNESS POST AND WHITE PLASTIC
 OM0446'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0466 ***********************************************************************
 OM0466  DESIGNATION -  A 109
 OM0466  PID         -  OM0466
 OM0466  STATE/COUNTY-  WI/DANE
 OM0466  COUNTRY     -  US
 OM0466  USGS QUAD   -  BLACK EARTH (2018)
 OM0466
 OM0466                         *CURRENT SURVEY CONTROL
 OM0466  ______________________________________________________________________
 OM0466* NAD 83(1986) POSITION- 43 14 57.5    (N) 089 43 34.9    (W)   HD_HELD2
 OM0466* NAVD 88 ORTHO HEIGHT -   227.230 (meters)      745.50  (feet) ADJUSTED
 OM0466  ______________________________________________________________________
 OM0466  GEOID HEIGHT    -        -34.601 (meters)                     GEOID18
 OM0466  DYNAMIC HEIGHT  -        227.173 (meters)      745.32  (feet) COMP
 OM0466  MODELED GRAVITY -    980,361.0   (mgal)                       NAVD 88
 OM0466
 OM0466  VERT ORDER      -  SECOND    CLASS 0
 OM0466
 OM0466.The horizontal coordinates were established by autonomous hand held GPS
 OM0466.observations and have an estimated accuracy of +/- 10 meters.
 OM0466
 OM0466.The orthometric height was determined by differential leveling and
 OM0466.adjusted by the NATIONAL GEODETIC SURVEY
 OM0466.in June 1991.
 OM0466
 OM0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0466.GEOID18 height accuracy estimate available here.
 OM0466
 OM0466.Click photographs - Photos may exist for this station.
 OM0466
 OM0466.The dynamic height is computed by dividing the NAVD 88
 OM0466.geopotential number by the normal gravity value computed on the
 OM0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0466.degrees latitude (g = 980.6199 gals.).
 OM0466
 OM0466.The modeled gravity was interpolated from observed gravity values.
 OM0466
 OM0466;                    North         East    Units  Estimated Accuracy
 OM0466;SPC WI S     -   138,822.      622,221.      MT  (+/- 10 meters HH2 GPS)
 OM0466
 OM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7867492109(NAD 83)
 OM0466
 OM0466                          SUPERSEDED SURVEY CONTROL
 OM0466
 OM0466  NGVD 29 (??/??/92)  227.286  (m)          745.69   (f) ADJ UNCH    2 0
 OM0466
 OM0466.Superseded values are not recommended for survey control.
 OM0466
 OM0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0466.See file dsdata.pdf to determine how the superseded data were derived.
 OM0466
 OM0466_MARKER: DB = BENCH MARK DISK
 OM0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0466_STAMPING: A 109 1934
 OM0466_MARK LOGO: CGS
 OM0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0466+STABILITY: SURFACE MOTION
 OM0466
 OM0466  HISTORY     - Date     Condition        Report By
 OM0466  HISTORY     - 1934     MONUMENTED       CGS
 OM0466  HISTORY     - 19910407 GOOD             USPSQD
 OM0466
 OM0466                          STATION DESCRIPTION
 OM0466
 OM0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0466'2.1 MI S FROM SAUK CITY.
 OM0466'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD AT
 OM0466'PUBLIC CROSSING, 7 1/2 POLES SOUTH OF BRIDGE 418.  SET IN POST
 OM0466'46 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 18 FEET SOUTH
 OM0466'OF THE CENTER LINE OF THE ROAD, 4 FEET WEST OF POWER LINE POLE,
 OM0466'1 FOOT BELOW RAIL LEVEL.
 OM0466
 OM0466                          STATION RECOVERY (1991)
 OM0466
 OM0466'RECOVERY NOTE BY US POWER SQUADRON 1991 (GTS)
 OM0466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO0030 ***********************************************************************
 QO0030  DESIGNATION -  A 11
 QO0030  PID         -  QO0030
 QO0030  STATE/COUNTY-  WI/ST CROIX
 QO0030  COUNTRY     -  US
 QO0030  USGS QUAD   -  DEER PARK (2018)
 QO0030
 QO0030                         *CURRENT SURVEY CONTROL
 QO0030  ______________________________________________________________________
 QO0030* NAD 83(1986) POSITION- 45 11 15.34   (N) 092 23 11.64   (W)   HD_HELD1
 QO0030* NAVD 88 ORTHO HEIGHT -   322.496 (meters)     1058.06  (feet) ADJUSTED
 QO0030  ______________________________________________________________________
 QO0030  GEOID HEIGHT    -        -29.933 (meters)                     GEOID18
 QO0030  DYNAMIC HEIGHT  -        322.455 (meters)     1057.92  (feet) COMP
 QO0030  MODELED GRAVITY -    980,483.7   (mgal)                       NAVD 88
 QO0030
 QO0030  VERT ORDER      -  FIRST     CLASS II
 QO0030
 QO0030.The horizontal coordinates were determined by differentially corrected
 QO0030.hand held GPS observations or other comparable positioning techniques
 QO0030.and have an estimated accuracy of +/- 3 meters.
 QO0030
 QO0030.The orthometric height was determined by differential leveling and
 QO0030.adjusted by the NATIONAL GEODETIC SURVEY
 QO0030.in June 1991.
 QO0030
 QO0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0030.GEOID18 height accuracy estimate available here.
 QO0030
 QO0030.Click photographs - Photos may exist for this station.
 QO0030
 QO0030.The dynamic height is computed by dividing the NAVD 88
 QO0030.geopotential number by the normal gravity value computed on the
 QO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0030.degrees latitude (g = 980.6199 gals.).
 QO0030
 QO0030.The modeled gravity was interpolated from observed gravity values.
 QO0030
 QO0030;                    North         East    Units  Estimated Accuracy
 QO0030;SPC WI C     -   153,241.9     412,477.2     MT  (+/- 3 meters HH1 GPS) 
 QO0030
 QO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4818903973(NAD 83)
 QO0030
 QO0030                          SUPERSEDED SURVEY CONTROL
 QO0030
 QO0030  NGVD 29 (??/??/92)  322.446  (m)         1057.89   (f) ADJ UNCH    1 2
 QO0030
 QO0030.Superseded values are not recommended for survey control.
 QO0030
 QO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0030.See file dsdata.pdf to determine how the superseded data were derived.
 QO0030
 QO0030_MARKER: DB = BENCH MARK DISK
 QO0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0030_STAMPING: A 11 1933
 QO0030_MARK LOGO: CGS
 QO0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0030+STABILITY: SURFACE MOTION
 QO0030
 QO0030  HISTORY     - Date     Condition        Report By
 QO0030  HISTORY     - 1933     MONUMENTED       CGS
 QO0030  HISTORY     - 1935     GOOD             CGS
 QO0030  HISTORY     - 1975     MARK NOT FOUND   USGS
 QO0030  HISTORY     - 1980     MARK NOT FOUND   NGS
 QO0030  HISTORY     - 20040108 MARK NOT FOUND   WIDT
 QO0030
 QO0030                          STATION DESCRIPTION
 QO0030
 QO0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QO0030'IN DEER PARK.
 QO0030'ALONG THE MINNEAPOLIS ST. PAUL, ASHLAND DIVISION OF THE CHICAGO AND
 QO0030'NORTH WESTERN RAILWAY, ABOUT 0.2 MILE NORTHEAST OF MILEPOST 22, ON THE
 QO0030'SOUTH SIDE OF THE RAILROAD TRACK WEST OF THE RAILROAD STATION. 280
 QO0030'FEET WEST OF THE CENTERLINE OF HIGHWAY WHICH IS THE MAIN STREET OF
 QO0030'DEER PARK, 117 FEET WEST OF THE NORTHWEST CORNER OF THE STATION, 18.5
 QO0030'FEET SOUTH OF SOUTH RAIL, AND 21 FEET NORTH OF THE CENTERLINE OF SMALL
 QO0030'ROAD THAT PASSES ON THE SOUTH SIDE OF THE STATION.
 QO0030
 QO0030                          STATION RECOVERY (1935)
 QO0030
 QO0030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 QO0030'RECOVERED IN GOOD CONDITION.
 QO0030
 QO0030                          STATION RECOVERY (1975)
 QO0030
 QO0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QO0030'MARK NOT FOUND.
 QO0030
 QO0030                          STATION RECOVERY (1980)
 QO0030
 QO0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0030'MARK NOT FOUND.
 QO0030
 QO0030                          STATION RECOVERY (2004)
 QO0030
 QO0030'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (MJB)
 QO0030'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0003 ***********************************************************************
 NJ0003  DESIGNATION -  A 110
 NJ0003  PID         -  NJ0003
 NJ0003  STATE/COUNTY-  WI/GRANT
 NJ0003  COUNTRY     -  US
 NJ0003  USGS QUAD   -  MONTFORT (2018)
 NJ0003
 NJ0003                         *CURRENT SURVEY CONTROL
 NJ0003  ______________________________________________________________________
 NJ0003* NAD 83(1986) POSITION- 42 55 45.     (N) 090 26 23.     (W)   SCALED
 NJ0003* NAVD 88 ORTHO HEIGHT -   359.593 (meters)     1179.76  (feet) ADJUSTED
 NJ0003  ______________________________________________________________________
 NJ0003  GEOID HEIGHT    -        -33.150 (meters)                     GEOID18
 NJ0003  DYNAMIC HEIGHT  -        359.487 (meters)     1179.42  (feet) COMP
 NJ0003  MODELED GRAVITY -    980,315.9   (mgal)                       NAVD 88
 NJ0003
 NJ0003  VERT ORDER      -  SECOND    CLASS 0
 NJ0003
 NJ0003.The horizontal coordinates were scaled from a map and have
 NJ0003.an estimated accuracy of +/- 6 seconds.
 NJ0003
 NJ0003.The orthometric height was determined by differential leveling and
 NJ0003.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0003.in June 1991.
 NJ0003
 NJ0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0003.GEOID18 height accuracy estimate available here.
 NJ0003
 NJ0003.Click photographs - Photos may exist for this station.
 NJ0003
 NJ0003.The dynamic height is computed by dividing the NAVD 88
 NJ0003.geopotential number by the normal gravity value computed on the
 NJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0003.degrees latitude (g = 980.6199 gals.).
 NJ0003
 NJ0003.The modeled gravity was interpolated from observed gravity values.
 NJ0003
 NJ0003;                    North         East    Units  Estimated Accuracy
 NJ0003;SPC WI S     -   103,320.      564,110.      MT  (+/- 180 meters Scaled)
 NJ0003
 NJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH089561(NAD 83)
 NJ0003
 NJ0003                          SUPERSEDED SURVEY CONTROL
 NJ0003
 NJ0003  NGVD 29 (??/??/92)  359.675  (m)         1180.03   (f) ADJ UNCH    2 0
 NJ0003
 NJ0003.Superseded values are not recommended for survey control.
 NJ0003
 NJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0003.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0003
 NJ0003_MARKER: DB = BENCH MARK DISK
 NJ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0003_STAMPING: A 110 1934
 NJ0003_MARK LOGO: CGS
 NJ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0003+STABILITY: SURFACE MOTION
 NJ0003
 NJ0003  HISTORY     - Date     Condition        Report By
 NJ0003  HISTORY     - 1934     MONUMENTED       CGS
 NJ0003  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 NJ0003
 NJ0003                          STATION DESCRIPTION
 NJ0003
 NJ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0003'1.9 MI N FROM LIVINGSTON.
 NJ0003'ABOUT 1.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 NJ0003'RAILWAY FROM THE STATION AT LIVINGSTON, GRANT COUNTY, ABOUT 2
 NJ0003'POLES NORTH OF MILEPOST 148, AT A ROAD CROSSING, 33 FEET SOUTH
 NJ0003'OF THE CENTER LINE OF THE ROAD, 36 FEET WEST OF THE CENTER LINE
 NJ0003'OF THE TRACK, 10 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 NJ0003'FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 NJ0003'A 110 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0003
 NJ0003                          STATION RECOVERY (1998)
 NJ0003
 NJ0003'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0003'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0333 ***********************************************************************
 NJ0333  DESIGNATION -  A 111
 NJ0333  PID         -  NJ0333
 NJ0333  STATE/COUNTY-  WI/GRANT
 NJ0333  COUNTRY     -  US
 NJ0333  USGS QUAD   -  KIELER (2018)
 NJ0333
 NJ0333                         *CURRENT SURVEY CONTROL
 NJ0333  ______________________________________________________________________
 NJ0333* NAD 83(1986) POSITION- 42 36 34.     (N) 090 30 08.     (W)   SCALED
 NJ0333* NAVD 88 ORTHO HEIGHT -   300.109 (meters)      984.61  (feet) ADJUSTED
 NJ0333  ______________________________________________________________________
 NJ0333  GEOID HEIGHT    -        -32.807 (meters)                     GEOID18
 NJ0333  DYNAMIC HEIGHT  -        300.015 (meters)      984.30  (feet) COMP
 NJ0333  MODELED GRAVITY -    980,299.0   (mgal)                       NAVD 88
 NJ0333
 NJ0333  VERT ORDER      -  SECOND    CLASS 0
 NJ0333
 NJ0333.The horizontal coordinates were scaled from a map and have
 NJ0333.an estimated accuracy of +/- 6 seconds.
 NJ0333
 NJ0333.The orthometric height was determined by differential leveling and
 NJ0333.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0333.in June 1991.
 NJ0333
 NJ0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0333.GEOID18 height accuracy estimate available here.
 NJ0333
 NJ0333.Click photographs - Photos may exist for this station.
 NJ0333
 NJ0333.The dynamic height is computed by dividing the NAVD 88
 NJ0333.geopotential number by the normal gravity value computed on the
 NJ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0333.degrees latitude (g = 980.6199 gals.).
 NJ0333
 NJ0333.The modeled gravity was interpolated from observed gravity values.
 NJ0333
 NJ0333;                    North         East    Units  Estimated Accuracy
 NJ0333;SPC WI S     -    67,830.      558,790.      MT  (+/- 180 meters Scaled)
 NJ0333
 NJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH048204(NAD 83)
 NJ0333
 NJ0333                          SUPERSEDED SURVEY CONTROL
 NJ0333
 NJ0333  NGVD 29 (??/??/92)  300.159  (m)          984.77   (f) ADJ UNCH    2 0
 NJ0333
 NJ0333.Superseded values are not recommended for survey control.
 NJ0333
 NJ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0333.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0333
 NJ0333_MARKER: DB = BENCH MARK DISK
 NJ0333_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NJ0333_SP_SET: CULVERT HEADWALL
 NJ0333_STAMPING: A 111 1934
 NJ0333_MARK LOGO: CGS
 NJ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0333+STABILITY: SURFACE MOTION
 NJ0333
 NJ0333  HISTORY     - Date     Condition        Report By
 NJ0333  HISTORY     - 1934     MONUMENTED       CGS
 NJ0333  HISTORY     - 19980831 MARK NOT FOUND   USPSQD
 NJ0333
 NJ0333                          STATION DESCRIPTION
 NJ0333
 NJ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0333'2.4 MI S FROM CUBA CITY.
 NJ0333'2.4 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE CHICAGO AND NORTH
 NJ0333'WESTERN RAILWAY STATION AT CUBA CITY, GRANT COUNTY, THENCE 6.4
 NJ0333'MILES WEST ALONG COUNTY HIGHWAY H, 600 FEET EAST OF A CURVE AND
 NJ0333'THE JUNCTION WITH A ROAD, AT A CULVERT, IN THE CENTER OF THE TOP
 NJ0333'OF THE NORTH CONCRETE HEADWALL, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 NJ0333'A STANDARD DISK, STAMPED A 111 1934.
 NJ0333
 NJ0333                          STATION RECOVERY (1998)
 NJ0333
 NJ0333'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0751 ***********************************************************************
 NH0751  DESIGNATION -  A 112
 NH0751  PID         -  NH0751
 NH0751  STATE/COUNTY-  WI/GREEN
 NH0751  COUNTRY     -  US
 NH0751  USGS QUAD   -  BROWNTOWN (2018)
 NH0751
 NH0751                         *CURRENT SURVEY CONTROL
 NH0751  ______________________________________________________________________
 NH0751* NAD 83(1986) POSITION- 42 34 48.8    (N) 089 48 34.0    (W)   HD_HELD2
 NH0751* NAVD 88 ORTHO HEIGHT -   237.811 (meters)      780.22  (feet) ADJUSTED
 NH0751  ______________________________________________________________________
 NH0751  GEOID HEIGHT    -        -33.583 (meters)                     GEOID18
 NH0751  DYNAMIC HEIGHT  -        237.736 (meters)      779.97  (feet) COMP
 NH0751  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 NH0751
 NH0751  VERT ORDER      -  SECOND    CLASS 0
 NH0751
 NH0751.The horizontal coordinates were established by autonomous hand held GPS
 NH0751.observations and have an estimated accuracy of +/- 10 meters.
 NH0751
 NH0751.The orthometric height was determined by differential leveling and
 NH0751.adjusted by the NATIONAL GEODETIC SURVEY
 NH0751.in June 1991.
 NH0751
 NH0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0751.GEOID18 height accuracy estimate available here.
 NH0751
 NH0751.Click photographs - Photos may exist for this station.
 NH0751
 NH0751.The dynamic height is computed by dividing the NAVD 88
 NH0751.geopotential number by the normal gravity value computed on the
 NH0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0751.degrees latitude (g = 980.6199 gals.).
 NH0751
 NH0751.The modeled gravity was interpolated from observed gravity values.
 NH0751
 NH0751;                    North         East    Units  Estimated Accuracy
 NH0751;SPC WI S     -    64,476.      615,644.      MT  (+/- 10 meters HH2 GPS)
 NH0751
 NH0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6944618027(NAD 83)
 NH0751
 NH0751                          SUPERSEDED SURVEY CONTROL
 NH0751
 NH0751  NGVD 29 (??/??/92)  237.903  (m)          780.52   (f) ADJ UNCH    2 0
 NH0751
 NH0751.Superseded values are not recommended for survey control.
 NH0751
 NH0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0751.See file dsdata.pdf to determine how the superseded data were derived.
 NH0751
 NH0751_MARKER: DB = BENCH MARK DISK
 NH0751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0751_SP_SET: STONE PIER
 NH0751_STAMPING: A 112 1934
 NH0751_MARK LOGO: CGS
 NH0751_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0751+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2007
 NH0751
 NH0751  HISTORY     - Date     Condition        Report By
 NH0751  HISTORY     - 1934     MONUMENTED       CGS
 NH0751  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0751  HISTORY     - 20040925 GOOD             WIDT
 NH0751  HISTORY     - 20070918 GOOD             WIDT
 NH0751
 NH0751                          STATION DESCRIPTION
 NH0751
 NH0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0751'0.8 MI W FROM BROWNTOWN.
 NH0751'0.8 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NH0751'RAILROAD TO PECATONICA RIVER BRIDGE.  SET IN THE CONCRETE PIER
 NH0751'AT THE CENTER OF THE BRIDGE, 9.5 FEET NORTH OF THE CENTER LINE
 NH0751'OF THE TRACK, 5 FEET BELOW RAIL LEVEL.
 NH0751
 NH0751                          STATION RECOVERY (2001)
 NH0751
 NH0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0751'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0751
 NH0751                          STATION RECOVERY (2004)
 NH0751
 NH0751'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 NH0751'OWNERSHIP--GREEN COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 NH0751'STATE HIGHWAYS 11, 81 AND 69 ON THE NORTH SIDE OF THE CITY OF MONROE,
 NH0751'GO WEST FOR 4.1 MI (6.6 KM) ON STATE HIGHWAY 11 TO STEINER ROAD,
 NH0751'CONTINUE WEST ON STATE HIGHWAY 11 FOR 5 MI (8.05 KM) TO COUNTY HIGHWAY
 NH0751'MM ON THE WEST SIDE OF BROWNTOWN, TURN RIGHT AND GO NORTH ON COUNTY
 NH0751'HIGHWAY MM FOR 0.05 MI (0.08 KM) TO CHEESE COUNTRY MONROE-MINERAL
 NH0751'POINT SHARED USE RECREATIONAL TRAIL, TURN LEFT AND GO WEST ALONG THE
 NH0751'TRAIL FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.  THE STATION
 NH0751'IS SET IN TOP OF THE NORTH END OF THE CENTER STONE PIER OF THE TRAIL
 NH0751'BRIDGE SPANNING THE PECATONICA RIVER.  THE STATION IS A BRASS US COAST
 NH0751'AND GEODETIC SURVEY BENCH MARK DISK SET IN A LARGE STONE PIER.  THE
 NH0751'STATION IS 3.3 M (10.8 FT) NORTH OF THE CENTER OF THE CHEESE COUNTRY
 NH0751'MONROE-MINERAL POINT SHARED USE RECREATIONAL TRAIL, 0.4 M (1.3 FT)
 NH0751'SOUTH OF THE NORTH END OF THE PIER, 1.6 M (5.2 FT) BELOW THE LEVEL OF
 NH0751'THE TRAIL.---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN
 NH0751'ALL QUADRANTS EXTENDING ABOVE 50 DEGREES ABOVE THE HORIZON.
 NH0751
 NH0751                          STATION RECOVERY (2007)
 NH0751
 NH0751'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 NH0751'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 73.5
 NH0751'M WEST OF THE EAST END OF THE BRIDGE AND 65.5 M EAST OF THE WEST END
 NH0751'OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0444 ***********************************************************************
 NH0444  DESIGNATION -  A 113
 NH0444  PID         -  NH0444
 NH0444  STATE/COUNTY-  WI/ROCK
 NH0444  COUNTRY     -  US
 NH0444  USGS QUAD   -  JANESVILLE WEST (2018)
 NH0444
 NH0444                         *CURRENT SURVEY CONTROL
 NH0444  ______________________________________________________________________
 NH0444* NAD 83(1986) POSITION- 42 39 25.     (N) 089 05 57.     (W)   SCALED
 NH0444* NAVD 88 ORTHO HEIGHT -   249.575 (meters)      818.81  (feet) ADJUSTED
 NH0444  ______________________________________________________________________
 NH0444  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 NH0444  DYNAMIC HEIGHT  -        249.502 (meters)      818.57  (feet) COMP
 NH0444  MODELED GRAVITY -    980,322.1   (mgal)                       NAVD 88
 NH0444
 NH0444  VERT ORDER      -  SECOND    CLASS 0
 NH0444
 NH0444.The horizontal coordinates were scaled from a map and have
 NH0444.an estimated accuracy of +/- 6 seconds.
 NH0444
 NH0444.The orthometric height was determined by differential leveling and
 NH0444.adjusted by the NATIONAL GEODETIC SURVEY
 NH0444.in June 1991.
 NH0444
 NH0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0444.GEOID18 height accuracy estimate available here.
 NH0444
 NH0444.Click photographs - Photos may exist for this station.
 NH0444
 NH0444.The dynamic height is computed by dividing the NAVD 88
 NH0444.geopotential number by the normal gravity value computed on the
 NH0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0444.degrees latitude (g = 980.6199 gals.).
 NH0444
 NH0444.The modeled gravity was interpolated from observed gravity values.
 NH0444
 NH0444;                    North         East    Units  Estimated Accuracy
 NH0444;SPC WI S     -    73,380.      673,860.      MT  (+/- 180 meters Scaled)
 NH0444
 NH0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN279248(NAD 83)
 NH0444
 NH0444                          SUPERSEDED SURVEY CONTROL
 NH0444
 NH0444  NGVD 29 (??/??/92)  249.644  (m)          819.04   (f) ADJ UNCH    2 0
 NH0444
 NH0444.Superseded values are not recommended for survey control.
 NH0444
 NH0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0444.See file dsdata.pdf to determine how the superseded data were derived.
 NH0444
 NH0444_MARKER: DB = BENCH MARK DISK
 NH0444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NH0444_SP_SET: CULVERT HEADWALL
 NH0444_STAMPING: A 113 1934
 NH0444_MARK LOGO: CGS
 NH0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0444+STABILITY: SURFACE MOTION
 NH0444
 NH0444  HISTORY     - Date     Condition        Report By
 NH0444  HISTORY     - 1934     MONUMENTED       CGS
 NH0444  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0444  HISTORY     - 20061021 POOR             GEOCAC
 NH0444
 NH0444                          STATION DESCRIPTION
 NH0444
 NH0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0444'3.7 MI E FROM HANOVER.
 NH0444'3.7 MI. E OF DEPOT ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 NH0444'PACIFIC RAILROAD TO 30 FOOT HIGHWAY CULVERT AT RAILROAD BRIDGE
 NH0444'F-34.  SET IN THE SOUTHEAST WINGWALL, 16.5 FEET NORTHWEST OF
 NH0444'THE CENTER LINE OF THE TRACK, 1 FOOT BELOW RAIL LEVEL.  STANDARD
 NH0444'DISK, STAMPED A 113 1934.
 NH0444
 NH0444                          STATION RECOVERY (2001)
 NH0444
 NH0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0444'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0444
 NH0444                          STATION RECOVERY (2006)
 NH0444
 NH0444'RECOVERY NOTE BY GEOCACHING 2006 (MJ)
 NH0444'MARKER IS IN POSITION BUT IN POOR CONDITION DUE TO SCRATCHES AND
 NH0444'DINGS.  PHOTOS AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA3521 ***********************************************************************
 AA3521  DESIGNATION -  A 118 RESET
 AA3521  PID         -  AA3521
 AA3521  STATE/COUNTY-  WI/ROCK
 AA3521  COUNTRY     -  US
 AA3521  USGS QUAD   -  CLINTON (2018)
 AA3521
 AA3521                         *CURRENT SURVEY CONTROL
 AA3521  ______________________________________________________________________
 AA3521* NAD 83(1986) POSITION- 42 33 49.     (N) 088 49 53.     (W)   SCALED
 AA3521* NAVD 88 ORTHO HEIGHT -   287.37  (+/-2cm)      942.8   (feet) VERTCON3
 AA3521  ______________________________________________________________________
 AA3521  GEOID HEIGHT    -        -33.766 (meters)                     GEOID18
 AA3521  VERT ORDER      -  THIRD (See Below)
 AA3521
 AA3521.The horizontal coordinates were scaled from a map and have
 AA3521.an estimated accuracy of +/- 6 seconds.
 AA3521
 AA3521.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3521
 AA3521.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3521.GEOID18 height accuracy estimate available here.
 AA3521
 AA3521.The vertical order pertains to the NGVD 29 superseded value.
 AA3521
 AA3521.Click photographs - Photos may exist for this station.
 AA3521
 AA3521;                    North         East    Units  Estimated Accuracy
 AA3521;SPC WI S     -    63,290.      695,960.      MT  (+/- 180 meters Scaled)
 AA3521
 AA3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN496139(NAD 83)
 AA3521
 AA3521                          SUPERSEDED SURVEY CONTROL
 AA3521
 AA3521  NGVD 29 (07/09/15)  287.43   (m)          943.0    (f) RESET       3  
 AA3521
 AA3521.Superseded values are not recommended for survey control.
 AA3521
 AA3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3521.See file dsdata.pdf to determine how the superseded data were derived.
 AA3521
 AA3521_MARKER: DV = VERTICAL CONTROL DISK
 AA3521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3521_STAMPING: A 118 RESET 1977
 AA3521_MARK LOGO: NGS
 AA3521_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3521+STABILITY: SURFACE MOTION
 AA3521
 AA3521  HISTORY     - Date     Condition        Report By
 AA3521  HISTORY     - 1977     MONUMENTED       WIHD
 AA3521  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AA3521
 AA3521                          STATION DESCRIPTION
 AA3521
 AA3521'DESCRIBED BY WI HIGHWAY DEPT 1977 (HLM)
 AA3521'ABOUT 1.7 MILES (2.7 KM) NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST
 AA3521'PAUL AND PACIFIC RAILROAD FROM THE STATION IN CLINTON, IN THE
 AA3521'NORTHWEST CORNER AT THE INTERSECTION WITH COUNTY HIGHWAY X, 0.6 FOOT
 AA3521'(18.3 CM) ABOVE GROUND, 11.5 FEET (3.5 M) NORTHWEST OF THE NORTH RAIL
 AA3521'AND 28.2 FEET (8.6 M) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY X.
 AA3521
 AA3521                          STATION RECOVERY (2001)
 AA3521
 AA3521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3521'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0243 ***********************************************************************
 QN0243  DESIGNATION -  A 12
 QN0243  PID         -  QN0243
 QN0243  STATE/COUNTY-  WI/BARRON
 QN0243  COUNTRY     -  US
 QN0243  USGS QUAD   -  STRICKLAND (2018)
 QN0243
 QN0243                         *CURRENT SURVEY CONTROL
 QN0243  ______________________________________________________________________
 QN0243* NAD 83(1986) POSITION- 45 26 32.     (N) 091 33 19.     (W)   SCALED
 QN0243* NAVD 88 ORTHO HEIGHT -   374.848 (meters)     1229.81  (feet) ADJUSTED
 QN0243  ______________________________________________________________________
 QN0243  GEOID HEIGHT    -        -30.176 (meters)                     GEOID18
 QN0243  DYNAMIC HEIGHT  -        374.824 (meters)     1229.74  (feet) COMP
 QN0243  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 QN0243
 QN0243  VERT ORDER      -  FIRST     CLASS II
 QN0243
 QN0243.The horizontal coordinates were scaled from a map and have
 QN0243.an estimated accuracy of +/- 6 seconds.
 QN0243
 QN0243.The orthometric height was determined by differential leveling and
 QN0243.adjusted by the NATIONAL GEODETIC SURVEY
 QN0243.in June 1991.
 QN0243
 QN0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0243.GEOID18 height accuracy estimate available here.
 QN0243
 QN0243.Click photographs - Photos may exist for this station.
 QN0243
 QN0243.The dynamic height is computed by dividing the NAVD 88
 QN0243.geopotential number by the normal gravity value computed on the
 QN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0243.degrees latitude (g = 980.6199 gals.).
 QN0243
 QN0243.The modeled gravity was interpolated from observed gravity values.
 QN0243
 QN0243;                    North         East    Units  Estimated Accuracy
 QN0243;SPC WI C     -   179,950.      478,330.      MT  (+/- 180 meters Scaled)
 QN0243
 QN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL129330(NAD 83)
 QN0243
 QN0243                          SUPERSEDED SURVEY CONTROL
 QN0243
 QN0243  NGVD 29 (??/??/92)  374.838  (m)         1229.78   (f) ADJ UNCH    1 2
 QN0243
 QN0243.Superseded values are not recommended for survey control.
 QN0243
 QN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0243.See file dsdata.pdf to determine how the superseded data were derived.
 QN0243
 QN0243_MARKER: DB = BENCH MARK DISK
 QN0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0243_STAMPING: A 12 1933
 QN0243_MARK LOGO: CGS
 QN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0243+STABILITY: SURFACE MOTION
 QN0243
 QN0243  HISTORY     - Date     Condition        Report By
 QN0243  HISTORY     - 1933     MONUMENTED       CGS
 QN0243  HISTORY     - 1934     GOOD             CGS
 QN0243  HISTORY     - 1980     GOOD             NGS
 QN0243  HISTORY     - 20040909 MARK NOT FOUND   WIDT
 QN0243
 QN0243                          STATION DESCRIPTION
 QN0243
 QN0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QN0243'6.2 MI E FROM CANTON.
 QN0243'6.2 MILES EAST BY RAIL.  ALONG THE MINNEAPOLIS ST. PAUL AND SAULT
 QN0243'STE. MARIE RAILROAD, AT RAILROAD STATION LEHIGH, 3130 FEET EAST
 QN0243'OF MILEPOST 106, IN LINE WITH THE EAST SIDE OF THE STATION AND
 QN0243'ON THE OPPOSITE SIDE OF THE TRACK.  ABOUT 600 FEET WEST OF ROAD
 QN0243'CROSSING, 66.0 FEET NORTH OF THE NORTHEAST CORNER OF STATION,
 QN0243'74.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE STATION,
 QN0243'45.5 FEET NORTH OF THE NORTH RAIL, 51.0 FEET WEST OF FENCE CORNER,
 QN0243'1.5 FEET SOUTH OF NORTH RIGHT OF WAY FENCE OF RAILROAD, ABOUT
 QN0243'LEVEL WITH THE TOP OF RAIL.
 QN0243
 QN0243                          STATION RECOVERY (1934)
 QN0243
 QN0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0243'RECOVERED IN GOOD CONDITION.
 QN0243
 QN0243                          STATION RECOVERY (1980)
 QN0243
 QN0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QN0243'NOTE-NOT LEVELED AT THIS TIME.
 QN0243
 QN0243                          STATION RECOVERY (2004)
 QN0243
 QN0243'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0117 ***********************************************************************
 OM0117  DESIGNATION -  A 120
 OM0117  PID         -  OM0117
 OM0117  STATE/COUNTY-  WI/MILWAUKEE
 OM0117  COUNTRY     -  US
 OM0117  USGS QUAD   -  WAUWATOSA (2018)
 OM0117
 OM0117                         *CURRENT SURVEY CONTROL
 OM0117  ______________________________________________________________________
 OM0117* NAD 83(1986) POSITION- 43 03 18.86   (N) 088 01 39.20   (W)   HD_HELD1
 OM0117* NAVD 88 ORTHO HEIGHT -   207.567 (meters)      680.99  (feet) ADJUSTED
 OM0117  ______________________________________________________________________
 OM0117  GEOID HEIGHT    -        -35.017 (meters)                     GEOID18
 OM0117  DYNAMIC HEIGHT  -        207.512 (meters)      680.81  (feet) COMP
 OM0117  MODELED GRAVITY -    980,350.6   (mgal)                       NAVD 88
 OM0117
 OM0117  VERT ORDER      -  SECOND    CLASS I
 OM0117
 OM0117.The horizontal coordinates were determined by differentially corrected
 OM0117.hand held GPS observations or other comparable positioning techniques
 OM0117.and have an estimated accuracy of +/- 3 meters.
 OM0117
 OM0117.The orthometric height was determined by differential leveling and
 OM0117.adjusted by the WI DEPT OF TRANSP
 OM0117.in May 2012.
 OM0117
 OM0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0117.GEOID18 height accuracy estimate available here.
 OM0117
 OM0117.Click photographs - Photos may exist for this station.
 OM0117
 OM0117.The dynamic height is computed by dividing the NAVD 88
 OM0117.geopotential number by the normal gravity value computed on the
 OM0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0117.degrees latitude (g = 980.6199 gals.).
 OM0117
 OM0117.The modeled gravity was interpolated from observed gravity values.
 OM0117
 OM0117;                    North         East    Units  Estimated Accuracy
 OM0117;SPC WI S     -   119,127.2     760,668.0     MT  (+/- 3 meters HH1 GPS) 
 OM0117
 OM0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1632067461(NAD 83)
 OM0117
 OM0117                          SUPERSEDED SURVEY CONTROL
 OM0117
 OM0117  NAVD 88 (04/20/07)  207.539  (m)          680.90   (f) SUPERSEDED  2 1
 OM0117  NAVD 88 (06/15/91)  207.549  (m)          680.93   (f) SUPERSEDED  2 1
 OM0117  NGVD 29 (??/??/92)  207.633  (m)          681.21   (f) ADJ UNCH    2 0
 OM0117
 OM0117.Superseded values are not recommended for survey control.
 OM0117
 OM0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0117.See file dsdata.pdf to determine how the superseded data were derived.
 OM0117
 OM0117_MARKER: DB = BENCH MARK DISK
 OM0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0117_SP_SET: BRIDGE ABUTMENT
 OM0117_STAMPING: A 120 1966
 OM0117_MARK LOGO: CGS
 OM0117_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0117+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 OM0117
 OM0117  HISTORY     - Date     Condition        Report By
 OM0117  HISTORY     - 1966     MONUMENTED       CGS
 OM0117  HISTORY     - 20000226 GOOD             USPSQD
 OM0117  HISTORY     - 2001     GOOD             WIDT
 OM0117  HISTORY     - 20060620 GOOD             WIDT
 OM0117
 OM0117                          STATION DESCRIPTION
 OM0117
 OM0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OM0117'1.1 MI W FROM WAUWATOSA.
 OM0117'ABOUT 1.1 MI. WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OM0117'PACIFIC RAILROAD FROM THE FIRST NATIONAL BANK AT WAUWATOSA,
 OM0117'MILWAUKEE COUNTY, THE MARK IS SET IN THE SOUTHEAST CONCRETE
 OM0117'ABUTMENT OF THE BRIDGE THAT CROSSES SWAN BLVD. AT HOYT PARK.
 OM0117'ABOUT 10 FT. SOUTH OF THE SOUTH TRACK AND ABOUT 1 FOOT HIGHER
 OM0117'THAN THE TOP OF RAIL.  A STANDARD DISK STAMPED A 120 1966.
 OM0117
 OM0117                          STATION RECOVERY (2000)
 OM0117
 OM0117'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM0117'RECOVERED IN GOOD CONDITION.
 OM0117
 OM0117                          STATION RECOVERY (2001)
 OM0117
 OM0117'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0117'THE STATION IS LOCATED ABOUT 7 KM WEST OF MILWAUKEE IN WAUWATOSA.
 OM0117'OWNERSHIP--CITY OF WAUWATOSA.  TO REACH THE STATION FROM THE JUNCTION
 OM0117'OF US HIGHWAY 18 WITH STATE HIGHWAY 181 (84TH STREET) IN THE CITY OF
 OM0117'WAUWATOSA, GO NORTH ON STATE HIGHWAY 181 (84TH STREET) FOR 1.6 KM TO
 OM0117'WEST MENOMONEE RIVER PARKWAY, TURN LEFT AND GO NORTHWEST ON WEST
 OM0117'MENOMONEE PARKWAY FOR 1.8 KM TO NORTH SWAN BOULEVARD, TURN LEFT AND
 OM0117'GO SOUTH ON NORTH SWAN BOULEVARD FOR 0.2 KM TO A RAILROAD CROSSING
 OM0117'AND THE STATION ON THE LEFT. THE STATION IS A BRONZE US COAST AND
 OM0117'GEODETIC BENCH MARK DISK SET IN THE TOP OF THE SOUTH END OF THE EAST
 OM0117'CONCRETE ABUTMENT OF THE RAILROAD OVERPASS AND ABOUT LEVEL WITH THE
 OM0117'RAILROAD TRACKS.  THE STATION IS 8.5 M EAST OF THE CENTERLINE OF THE
 OM0117'NORTHBOUND LANES OF NORTH SWAN BOULEVARD, 1.8 M SOUTH OF THE
 OM0117'SOUTHERMOST RAIL, 0.2 M WEST OF THE EAST EDGE OF THE ABUTMENT, 0.2 M
 OM0117'NORTH OF THE NORTH FACE OF A CONCRETE CURB ALONG THE SOUTH EDGE OF
 OM0117'THE BRIDGE.  ---NOTE---THE STATION NOT SUITABLE FOR GPS OBSERVATIONS
 OM0117'DUE TO HEAVY OBSTRUCTION.
 OM0117
 OM0117                          STATION RECOVERY (2006)
 OM0117
 OM0117'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OM0117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0455 ***********************************************************************
 NJ0455  DESIGNATION -  A 121
 NJ0455  PID         -  NJ0455
 NJ0455  STATE/COUNTY-  WI/GRANT
 NJ0455  COUNTRY     -  US
 NJ0455  USGS QUAD   -  GUTTENBERG (2018)
 NJ0455
 NJ0455                         *CURRENT SURVEY CONTROL
 NJ0455  ______________________________________________________________________
 NJ0455* NAD 83(1986) POSITION- 42 47 22.     (N) 091 04 14.     (W)   SCALED
 NJ0455* NAVD 88 ORTHO HEIGHT -   190.012 (meters)      623.40  (feet) ADJUSTED
 NJ0455  ______________________________________________________________________
 NJ0455  GEOID HEIGHT    -        -31.839 (meters)                     GEOID18
 NJ0455  DYNAMIC HEIGHT  -        189.960 (meters)      623.23  (feet) COMP
 NJ0455  MODELED GRAVITY -    980,343.3   (mgal)                       NAVD 88
 NJ0455
 NJ0455  VERT ORDER      -  FIRST     CLASS I
 NJ0455
 NJ0455.The horizontal coordinates were scaled from a map and have
 NJ0455.an estimated accuracy of +/- 6 seconds.
 NJ0455
 NJ0455.The orthometric height was determined by differential leveling and
 NJ0455.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0455.in June 1991.
 NJ0455
 NJ0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0455.GEOID18 height accuracy estimate available here.
 NJ0455
 NJ0455.Click photographs - Photos may exist for this station.
 NJ0455
 NJ0455.The dynamic height is computed by dividing the NAVD 88
 NJ0455.geopotential number by the normal gravity value computed on the
 NJ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0455.degrees latitude (g = 980.6199 gals.).
 NJ0455
 NJ0455.The modeled gravity was interpolated from observed gravity values.
 NJ0455
 NJ0455;                    North         East    Units  Estimated Accuracy
 NJ0455;SPC WI S     -    88,260.      512,410.      MT  (+/- 180 meters Scaled)
 NJ0455
 NJ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH578392(NAD 83)
 NJ0455
 NJ0455                          SUPERSEDED SURVEY CONTROL
 NJ0455
 NJ0455  NGVD 29 (??/??/92)  190.058  (m)          623.55   (f) ADJ UNCH    1 1
 NJ0455
 NJ0455.Superseded values are not recommended for survey control.
 NJ0455
 NJ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0455.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0455
 NJ0455_MARKER: DB = BENCH MARK DISK
 NJ0455_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NJ0455_SP_SET: SPILLWAY HEADWALL
 NJ0455_STAMPING: A 121 1970
 NJ0455_MARK LOGO: CGS
 NJ0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0455+STABILITY: SURFACE MOTION
 NJ0455
 NJ0455  HISTORY     - Date     Condition        Report By
 NJ0455  HISTORY     - 1970     MONUMENTED       NGS
 NJ0455  HISTORY     - 19980930 GOOD             USPSQD
 NJ0455
 NJ0455                          STATION DESCRIPTION
 NJ0455
 NJ0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0455'1.4 MI E FROM GUTTENBERG.
 NJ0455'ABOUT 1.35 MILES EAST ACROSS LOCK AND DAM NUMBER 10 FROM THE
 NJ0455'LOCK AND DAM CENTRAL CONTROL BUILDING AT GUTTENBERG, AT THE
 NJ0455'EAST END OF A 1200-FOOT LONG CONCRETE SPILLWAY, 84.5 FEET WEST
 NJ0455'OF THE WEST RAIL OF THE WEST TRACK OF THE BURLINGTON NORTHERN
 NJ0455'RAILROAD, SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE
 NJ0455'HEADWALL OF THE SPILLWAY, 6.0 FEET WEST OF A BRASS PLAQUE WHICH
 NJ0455'BEARS THE LETTERS LOCK AND DAM NO. 10, 1.0 FOOT EAST OF THE TOP OF
 NJ0455'A METAL LADDER, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 NJ0455'TRACK.  SECTION 27, T 4N, R 6W.  NOTE-- THIS MARK IS ALSO 0.2
 NJ0455'MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT GLEN HAVEN,
 NJ0455'WISCONSIN, THENCE 2.7 MILES SOUTH ALONG THE BURLINGTON NORTHERN
 NJ0455'RAILROAD.
 NJ0455
 NJ0455                          STATION RECOVERY (1998)
 NJ0455
 NJ0455'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0342 ***********************************************************************
 ON0342  DESIGNATION -  A 122
 ON0342  PID         -  ON0342
 ON0342  STATE/COUNTY-  WI/CRAWFORD
 ON0342  COUNTRY     -  US
 ON0342  USGS QUAD   -  PRAIRIE DU CHIEN (2018)
 ON0342
 ON0342                         *CURRENT SURVEY CONTROL
 ON0342  ______________________________________________________________________
 ON0342* NAD 83(1986) POSITION- 43 03 15.5    (N) 091 08 32.2    (W)   HD_HELD2
 ON0342* NAVD 88 ORTHO HEIGHT -   196.898 (meters)      645.99  (feet) ADJUSTED
 ON0342  ______________________________________________________________________
 ON0342  GEOID HEIGHT    -        -31.667 (meters)                     GEOID18
 ON0342  DYNAMIC HEIGHT  -        196.850 (meters)      645.83  (feet) COMP
 ON0342  MODELED GRAVITY -    980,372.4   (mgal)                       NAVD 88
 ON0342
 ON0342  VERT ORDER      -  SECOND    CLASS I
 ON0342
 ON0342.The horizontal coordinates were established by autonomous hand held GPS
 ON0342.observations and have an estimated accuracy of +/- 10 meters.
 ON0342
 ON0342.The orthometric height was determined by differential leveling and
 ON0342.adjusted by the WI DEPT OF TRANSP
 ON0342.in May 2012.
 ON0342
 ON0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0342.GEOID18 height accuracy estimate available here.
 ON0342
 ON0342.Click photographs - Photos may exist for this station.
 ON0342
 ON0342.The dynamic height is computed by dividing the NAVD 88
 ON0342.geopotential number by the normal gravity value computed on the
 ON0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0342.degrees latitude (g = 980.6199 gals.).
 ON0342
 ON0342.The modeled gravity was interpolated from observed gravity values.
 ON0342
 ON0342;                    North         East    Units  Estimated Accuracy
 ON0342;SPC WI S     -   117,761.      506,947.      MT  (+/- 10 meters HH2 GPS)
 ON0342
 ON0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5128868520(NAD 83)
 ON0342
 ON0342                          SUPERSEDED SURVEY CONTROL
 ON0342
 ON0342  NAVD 88 (04/20/07)  196.900  (m)          646.00   (f) SUPERSEDED  2 1
 ON0342  NAVD 88 (06/15/91)  196.914  (m)          646.04   (f) SUPERSEDED  1 1
 ON0342  NGVD 29 (??/??/92)  196.962  (m)          646.20   (f) ADJ UNCH    1 1
 ON0342
 ON0342.Superseded values are not recommended for survey control.
 ON0342
 ON0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0342.See file dsdata.pdf to determine how the superseded data were derived.
 ON0342
 ON0342_MARKER: DB = BENCH MARK DISK
 ON0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0342_SP_SET: BUILDING
 ON0342_STAMPING: A 122 1970
 ON0342_MARK LOGO: CGS
 ON0342_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0342+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2009
 ON0342
 ON0342  HISTORY     - Date     Condition        Report By
 ON0342  HISTORY     - 1970     MONUMENTED       NGS
 ON0342  HISTORY     - 20010411 GOOD             WIDT
 ON0342  HISTORY     - 20071030 GOOD             WIDT
 ON0342  HISTORY     - 20090726 GOOD             GEOCAC
 ON0342
 ON0342                          STATION DESCRIPTION
 ON0342
 ON0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0342'AT PRAIRIE DU CHIEN.
 ON0342'AT PRAIRIE DU CHIEN, SET VERTICALLY IN THE SOUTH FACE OF THE
 ON0342'BURLINGTON NORTHERN RAILROAD STATION BUILDING, 20 FEET EAST OF
 ON0342'THE EAST RAIL OF THE MAIN TRACK, 100 FEET NORTH OF THE CENTER
 ON0342'LINE OF E. HAYDEN STREET, 1.0 FOOT EAST OF THE SOUTHWEST
 ON0342'CORNER OF THE BUILDING, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL
 ON0342'OF THE TRACK.  SECTION 30, T 7N, R 7W
 ON0342
 ON0342                          STATION RECOVERY (2001)
 ON0342
 ON0342'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0342'OWNERSHIP-- BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0342'THE JUNCTION OF STATE HIGHWAY 27 WITH STATE HIGHWAY 35 IN THE CITY OF
 ON0342'PRAIRIE DU CHIEN, GO NORTH ON STATE HIGHWAY 35 FOR 160 M (524.9 FT) TO
 ON0342'EAST HAYDEN STREET, TURN LEFT AND GO WEST ON EAST HAYDEN STREET FOR 80
 ON0342'M (262.5 FT) TO THE RAILROAD TRACKS AND THE STATION ON THE RIGHT.  THE
 ON0342'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 ON0342'VERTICALLY IN THE SIDE OF A RAILROAD STATION BUILDING ABOUT 1 M (3.3
 ON0342'FT) ABOVE THE RAILROAD TRACKS.  THE STATION IS 30.5 M (100.1 FT) NORTH
 ON0342'OF THE CENTERLINE OF EAST HAYDEN STREET, 6.1 M (20.0 FT) EAST OF THE
 ON0342'EAST RAIL OF THE RAILROAD TRACKS, 0.3 M (1.0 FT) EAST OF THE SOUTHWEST
 ON0342'CORNER OF THE RAILROAD STATION.  ---NOTE---THE STATION IS NOT SUITABLE
 ON0342'FOR GPS OBSERVATION DUE TO BEING SET VERTICALLY IN THE SIDE OF A
 ON0342'BUILDING.
 ON0342
 ON0342                          STATION RECOVERY (2007)
 ON0342
 ON0342'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 ON0342'RECOVERED IN GOOD CONDITION.
 ON0342
 ON0342                          STATION RECOVERY (2009)
 ON0342
 ON0342'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 ON0342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0405 ***********************************************************************
 ON0405  DESIGNATION -  A 123
 ON0405  PID         -  ON0405
 ON0405  STATE/COUNTY-  WI/CRAWFORD
 ON0405  COUNTRY     -  US
 ON0405  USGS QUAD   -  FERRYVILLE (2018)
 ON0405
 ON0405                         *CURRENT SURVEY CONTROL
 ON0405  ______________________________________________________________________
 ON0405* NAD 83(1986) POSITION- 43 21 18.     (N) 091 06 40.     (W)   SCALED
 ON0405* NAVD 88 ORTHO HEIGHT -   192.977 (meters)      633.13  (feet) ADJUSTED
 ON0405  ______________________________________________________________________
 ON0405  GEOID HEIGHT    -        -31.937 (meters)                     GEOID18
 ON0405  DYNAMIC HEIGHT  -        192.932 (meters)      632.98  (feet) COMP
 ON0405  MODELED GRAVITY -    980,380.2   (mgal)                       NAVD 88
 ON0405
 ON0405  VERT ORDER      -  FIRST     CLASS I
 ON0405
 ON0405.The horizontal coordinates were scaled from a map and have
 ON0405.an estimated accuracy of +/- 6 seconds.
 ON0405
 ON0405.The orthometric height was determined by differential leveling and
 ON0405.adjusted by the NATIONAL GEODETIC SURVEY
 ON0405.in June 1991.
 ON0405
 ON0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0405.GEOID18 height accuracy estimate available here.
 ON0405
 ON0405.Click photographs - Photos may exist for this station.
 ON0405
 ON0405.The dynamic height is computed by dividing the NAVD 88
 ON0405.geopotential number by the normal gravity value computed on the
 ON0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0405.degrees latitude (g = 980.6199 gals.).
 ON0405
 ON0405.The modeled gravity was interpolated from observed gravity values.
 ON0405
 ON0405;                    North         East    Units  Estimated Accuracy
 ON0405;SPC WI S     -   151,130.      509,930.      MT  (+/- 180 meters Scaled)
 ON0405
 ON0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ530019(NAD 83)
 ON0405
 ON0405                          SUPERSEDED SURVEY CONTROL
 ON0405
 ON0405  NGVD 29 (??/??/92)  193.021  (m)          633.27   (f) ADJ UNCH    1 1
 ON0405
 ON0405.Superseded values are not recommended for survey control.
 ON0405
 ON0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0405.See file dsdata.pdf to determine how the superseded data were derived.
 ON0405
 ON0405_MARKER: DB = BENCH MARK DISK
 ON0405_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON0405_SP_SET: BOX CULVERT HEADWALL
 ON0405_STAMPING: A 123 1970
 ON0405_MARK LOGO: CGS
 ON0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0405+STABILITY: SURFACE MOTION
 ON0405
 ON0405  HISTORY     - Date     Condition        Report By
 ON0405  HISTORY     - 1970     MONUMENTED       NGS
 ON0405
 ON0405                          STATION DESCRIPTION
 ON0405
 ON0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0405'1 MI NW FROM FERRYVILLE.
 ON0405'ABOUT 0.95 MILE NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0405'FROM THE STATION AT FERRYVILLE, 0.4 MILE SOUTHEAST OF THE
 ON0405'JUNCTION OF STATE HIGHWAY 35 AND COUNTY ROAD B, 0.1 MILE NORTHWEST
 ON0405'OF MILEPOST 263, 7.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 ON0405'NORTHEAST TRACK, SET IN THE TOP OF THE NORTHWEST END OF THE
 ON0405'NORTHEAST CONCRETE HEADWALL OF A 6- X 10-FOOT CONCRETE BOX
 ON0405'CULVERT, 48.6 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 ON0405'35, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ABOUT 1 1/2
 ON0405'FEET BELOW THE LEVEL OF THE TRACK.  SECTION 8, T 10 N, R 6 W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0182 ***********************************************************************
 ON0182  DESIGNATION -  A 124
 ON0182  PID         -  ON0182
 ON0182  STATE/COUNTY-  WI/VERNON
 ON0182  COUNTRY     -  US
 ON0182  USGS QUAD   -  STODDARD (2018)
 ON0182
 ON0182                         *CURRENT SURVEY CONTROL
 ON0182  ______________________________________________________________________
 ON0182* NAD 83(1986) POSITION- 43 40 31.0    (N) 091 13 15.2    (W)   HD_HELD2
 ON0182* NAVD 88 ORTHO HEIGHT -   197.803 (meters)      648.96  (feet) ADJUSTED
 ON0182  ______________________________________________________________________
 ON0182  GEOID HEIGHT    -        -31.724 (meters)                     GEOID18
 ON0182  DYNAMIC HEIGHT  -        197.761 (meters)      648.82  (feet) COMP
 ON0182  MODELED GRAVITY -    980,405.5   (mgal)                       NAVD 88
 ON0182
 ON0182  VERT ORDER      -  SECOND    CLASS I
 ON0182
 ON0182.The horizontal coordinates were established by autonomous hand held GPS
 ON0182.observations and have an estimated accuracy of +/- 10 meters.
 ON0182
 ON0182.The orthometric height was determined by differential leveling and
 ON0182.adjusted by the WI DEPT OF TRANSP
 ON0182.in May 2012.
 ON0182
 ON0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0182.GEOID18 height accuracy estimate available here.
 ON0182
 ON0182.Click photographs - Photos may exist for this station.
 ON0182
 ON0182.The dynamic height is computed by dividing the NAVD 88
 ON0182.geopotential number by the normal gravity value computed on the
 ON0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0182.degrees latitude (g = 980.6199 gals.).
 ON0182
 ON0182.The modeled gravity was interpolated from observed gravity values.
 ON0182
 ON0182;                    North         East    Units  Estimated Accuracy
 ON0182;SPC WI S     -   186,830.      501,554.      MT  (+/- 10 meters HH2 GPS)
 ON0182
 ON0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4341537345(NAD 83)
 ON0182
 ON0182                          SUPERSEDED SURVEY CONTROL
 ON0182
 ON0182  NAVD 88 (04/20/07)  197.803  (m)          648.96   (f) SUPERSEDED  2 1
 ON0182  NAVD 88 (06/15/91)  197.782  (m)          648.89   (f) SUPERSEDED  1 1
 ON0182  NGVD 29 (??/??/92)  197.794  (m)          648.93   (f) ADJ UNCH    1 1
 ON0182
 ON0182.Superseded values are not recommended for survey control.
 ON0182
 ON0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0182.See file dsdata.pdf to determine how the superseded data were derived.
 ON0182
 ON0182_MARKER: DB = BENCH MARK DISK
 ON0182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0182_STAMPING: A 124 1970
 ON0182_MARK LOGO: CGS
 ON0182_PROJECTION: FLUSH
 ON0182_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0182+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2010
 ON0182_ROD/PIPE-DEPTH: 9.0 meters
 ON0182
 ON0182  HISTORY     - Date     Condition        Report By
 ON0182  HISTORY     - 1970     MONUMENTED       NGS
 ON0182  HISTORY     - 20030520 GOOD             USPSQD
 ON0182  HISTORY     - 20040410 GOOD             WIDT
 ON0182  HISTORY     - 20080428 GOOD             GEOCAC
 ON0182  HISTORY     - 20100809 GOOD             WIDT
 ON0182
 ON0182                          STATION DESCRIPTION
 ON0182
 ON0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0182'0.9 MI N FROM STODDARD.
 ON0182'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 ON0182'AT STODDARD, AT A PAVED ROADSIDE PARK ON THE WEST SIDE OF THE
 ON0182'HIGHWAY, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET
 ON0182'EAST OF THE EAST RAIL OF THE EAST TRACK OF THE BURLINGTON NORTHERN
 ON0182'RAILROAD, 13.6 FEET NORTH OF A 14-INCH TREE, 10.2 FEET SOUTH OF A
 ON0182'12-INCH TREE, 12.0 FOOT WEST OF A WOODEN GUARDRAIL ON THE WEST
 ON0182'SIDE OF THE ROADSIDE PARK, 1.0 FOOT NORTH OF A METAL WITNESS
 ON0182'POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK, ABOUT 12 FEET
 ON0182'BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A COPPER COATED
 ON0182'ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF 29 1/2 FEET AND IS
 ON0182'ENCASED IN A 4-INCH IRON PIPE WHICH PROJECTS 3 INCHES.  SECTION
 ON0182'21, T 14N, R 7W.
 ON0182
 ON0182                          STATION RECOVERY (2003)
 ON0182
 ON0182'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0182'RECOVERED IN GOOD CONDITION. THE STATION IS ABOUT MIDWAY ALONG THE
 ON0182'ROADSIDE PARK IN THE DEEP BRUSH AND DOWN THE EMBANKMENT TO THE WEST, 7
 ON0182'FEET WEST OF AN ORANGE WITHESS POST WHICH IS 8 FEET WEST OF A WOODEN
 ON0182'RAIL ON THE WESTSIDE OF THE PARK, AND 1 FOOT NORTH OF A WHITE METAL
 ON0182'WITNESS POST.  TREES OBSTRUCT SATELLITE OBSERVATIONS.
 ON0182
 ON0182                          STATION RECOVERY (2004)
 ON0182
 ON0182'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0182'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0182'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 162
 ON0182'IN THE VILLAGE OF STODDARD, GO NORTH ON STATE HIGHWAY 35 FOR 1.0 MI
 ON0182'(1.61 KM) TO A WAYSIDE AND THE STATION ON THE LEFT.  THE STATION IS A
 ON0182'BRONZE NATIONAL GEODETIC SURVEY CONTROL STATION SET IN THE TOP OF A
 ON0182'COPPER CLAD ROD WITH A 4 INCH (10 CM) IRON PIPE SET TO A DEPTH OF 9.0
 ON0182'M (29.5 FT) ABOUT 3 M (9.8 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 ON0182'STATION IS 5.0 M (16.4 FT) WEST OF THE WEST EDGE OF THE PAVEMENT OF
 ON0182'THE WAYSIDE, 32 M (105.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF THE
 ON0182'TOP STEP OF A STAIRWAY, 13.7 M (44.9 FT) EAST OF THE EAST RAIL OF THE
 ON0182'RAILROAD TRACKS, 68 M (223.1 FT) NORTH OF THE CENTERLINE OF THE SOUTH
 ON0182'ENTRANCE TO THE WAYSIDE, 75 M (246.1 FT) NORTH OF THE EXTENDED
 ON0182'CENTERLINE OF PRIVATE ENTRANCE -- 2342--, 2.0 M (6.6 FT) WEST OF AN
 ON0182'ORANGE FIBERGLASS WITNESS POST AND 0.3 M (1.0 FT) NORTHWEST OF A STEEL
 ON0182'WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS DUE TO
 ON0182'THE TREES IN ALL QUADRANTS EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
 ON0182
 ON0182                          STATION RECOVERY (2008)
 ON0182
 ON0182'RECOVERY NOTE BY GEOCACHING 2008 (KLC)
 ON0182'MARK IS IN GOOD CONDITION. SURROUNDING TREES HAVE BEEN CUT DOWN BY
 ON0182'RAILROAD.
 ON0182
 ON0182                          STATION RECOVERY (2010)
 ON0182
 ON0182'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0182'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 2.0 M WEST OF AN
 ON0182'ORANGE FIBERGLASS --WARNING FIBER OPTIC CABLE-- POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0488 ***********************************************************************
 PP0488  DESIGNATION -  A 127
 PP0488  PID         -  PP0488
 PP0488  STATE/COUNTY-  WI/PIERCE
 PP0488  COUNTRY     -  US
 PP0488  USGS QUAD   -  HASTINGS (2019)
 PP0488
 PP0488                         *CURRENT SURVEY CONTROL
 PP0488  ______________________________________________________________________
 PP0488* NAD 83(2011) POSITION- 44 44 36.28929(N) 092 46 45.40126(W)   ADJUSTED
 PP0488* NAD 83(2011) ELLIP HT-   200.615 (meters)        (11/03/21)   ADJUSTED
 PP0488* NAD 83(2011) EPOCH   -  2010.00
 PP0488* NAVD 88 ORTHO HEIGHT -   230.037 (meters)      754.71  (feet) ADJUSTED
 PP0488  ______________________________________________________________________
 PP0488  GEOID HEIGHT    -        -29.427 (meters)                     GEOID18
 PP0488  NAD 83(2011) X  -   -220,033.729 (meters)                     COMP
 PP0488  NAD 83(2011) Y  - -4,532,513.078 (meters)                     COMP
 PP0488  NAD 83(2011) Z  -  4,467,281.930 (meters)                     COMP
 PP0488  LAPLACE CORR    -        -11.41  (seconds)                    DEFLEC18
 PP0488  DYNAMIC HEIGHT  -        230.008 (meters)      754.62  (feet) COMP
 PP0488  MODELED GRAVITY -    980,487.3   (mgal)                       NAVD 88
 PP0488
 PP0488  VERT ORDER      -  SECOND    CLASS I
 PP0488
 PP0488  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP0488  Standards:
 PP0488         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP0488            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP0488  -------------------------------------------------------------------
 PP0488  NETWORK    0.53   1.18           0.22   0.21   0.60      0.01755476
 PP0488  -------------------------------------------------------------------
 PP0488  Click here for local accuracies and other accuracy information.
 PP0488
 PP0488.The horizontal coordinates were established by GPS observations
 PP0488.and adjusted by the MN DEPT OF TRANSP in November 2021.
 PP0488
 PP0488.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP0488.been affixed to the stable North American tectonic plate. See 
 PP0488.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP0488
 PP0488.The horizontal coordinates are valid at the epoch date displayed above
 PP0488.which is a decimal equivalence of Year/Month/Day.
 PP0488
 PP0488.The orthometric height was determined by differential leveling and
 PP0488.adjusted by the NATIONAL GEODETIC SURVEY
 PP0488.in February 2024.
 PP0488
 PP0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0488.GEOID18 height accuracy estimate available here.
 PP0488
 PP0488.Click photographs - Photos may exist for this station.
 PP0488
 PP0488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0488
 PP0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0488
 PP0488.The ellipsoidal height was determined by GPS observations
 PP0488.and is referenced to NAD 83.
 PP0488
 PP0488.The dynamic height is computed by dividing the NAVD 88
 PP0488.geopotential number by the normal gravity value computed on the
 PP0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0488.degrees latitude (g = 980.6199 gals.).
 PP0488
 PP0488.The modeled gravity was interpolated from observed gravity values.
 PP0488
 PP0488. The following values were computed from the NAD 83(2011) position.
 PP0488
 PP0488;                    North         East     Units Scale Factor Converg.
 PP0488;SPC WI C     -   104,892.725   379,942.302   MT  0.99994338   -1 57 39.6
 PP0488;SPC WI C     -   344,135.55  1,246,527.37   sFT  0.99994338   -1 57 39.6
 PP0488;UTM  15      - 4,954,471.249   517,473.728   MT  0.99960375   +0 09 19.3
 PP0488
 PP0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0488!SPC WI C     -   0.99996855  x   0.99994338  =   0.99991193
 PP0488!UTM  15      -   0.99996855  x   0.99960375  =   0.99957231
 PP0488
 PP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1747354471(NAD 83)
 PP0488
 PP0488                          SUPERSEDED SURVEY CONTROL
 PP0488
 PP0488  NAVD 88 (06/15/91)  230.034  (m)          754.70   (f) SUPERSEDED  1 1
 PP0488  NGVD 29 (??/??/92)  229.982  (m)          754.53   (f) ADJ UNCH    1 1
 PP0488
 PP0488.Superseded values are not recommended for survey control.
 PP0488
 PP0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0488.See file dsdata.pdf to determine how the superseded data were derived.
 PP0488
 PP0488_MARKER: DB = BENCH MARK DISK
 PP0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP0488_STAMPING: A 127 1970
 PP0488_MARK LOGO: CGS
 PP0488_PROJECTION: RECESSED 5 CENTIMETERS
 PP0488_MAGNETIC: I = MARKER IS A STEEL ROD
 PP0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0488+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2021
 PP0488
 PP0488  HISTORY     - Date     Condition        Report By
 PP0488  HISTORY     - 1970     MONUMENTED       NGS
 PP0488  HISTORY     - 19880808 GOOD             MNDT
 PP0488  HISTORY     - 20070702 GOOD             WIDT
 PP0488  HISTORY     - 20201005 GOOD             MNDT
 PP0488  HISTORY     - 20210301 GOOD             MNDT
 PP0488
 PP0488                          STATION DESCRIPTION
 PP0488
 PP0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0488'1.3 MI SE FROM PRESCOTT.
 PP0488'ABOUT 1.3 MILES SOUTHEAST ALONG COUNTY ROAD Q FROM THE POST OFFICE AT
 PP0488'PRESCOTT, 0.15 MILE EAST OF A BRIDGE, 170 FEET WEST OF THE CENTER OF A
 PP0488'JUNCTION OF THE ROAD AND A PAVED ROAD, 31 FEET NORTH OF THE CENTER
 PP0488'LINE OF THE COUNTY ROAD, 87 FEET EAST OF THE CENTER OF A METAL GATE, 8
 PP0488'FEET WEST OF TELEPHONE POLE NUMBER 10, 4 FEET SOUTHEAST OF THE BASE OF
 PP0488'A GUY WIRE FOR THE TELEPHONE POLE, 0.8 FOOT EAST OF A METAL WITNESS
 PP0488'POST, ABOUT LEVEL WITH THE COUNTY ROAD, AND ON THE TOP OF A COPPER
 PP0488'COATED ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF 32 FEET AND IS
 PP0488'ENCASED IN A 4-INCH IRON PIPE WHICH PROJECTS 1 INCH.  SECTION 15, T
 PP0488'26N, R 20W.
 PP0488
 PP0488                          STATION RECOVERY (1988)
 PP0488
 PP0488'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP0488'THE MARK IS LOCATED IN THE SOUTHEASTERN PART OF THE CITY OF PRESCOTT
 PP0488'(WISCONSIN), 1.3 MI (2.1 KM) SOUTHEAST AND EAST ALONG COUNTY ROAD Q
 PP0488'FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 IN PRESCOTT, 0.15 MI
 PP0488'(0.24 KM) EAST OF A NEW BRIDGE AND IN THE NORTHWEST 1/4 OF SECTION
 PP0488'14, T26N, R20W.  THE MARK IS 31.0 FT (9.4 M) NORTH OF AND ABOUT 1 FT
 PP0488'(0.3 M) LOWER THAN THE CENTERLINE OF COUNTY ROAD Q, 170 FT (51.8 M)
 PP0488'WEST OF THE JUNCTION OF A ROAD TO THE NORTHEAST, 87 FT (26.5 M) EAST
 PP0488'OF THE CENTER OF A METAL GATE, 8 FT (2.4 M) WEST OF TELEPHONE POLE
 PP0488'NUMBER 10, 4.0 FT (1.2 M) SOUTHEAST OF THE BASE OF A GUY WIRE FOR THE
 PP0488'TELEPHONE POLE AND 0.8 FT (0.2 M) EAST OF A STEEL WITNESS POST.  THE
 PP0488'MARK, A STANDARD NGS BENCH MARK DISK STAMPED---A 127 1970---, IS
 PP0488'FASTENED TO THE TOP OF A 32 FOOT LONG COPPER COATED STEEL ROD DRIVEN
 PP0488'TO REFUSAL AND IS ENCASED IN A 4 INCH IRON PIPE WHICH PROJECTS 1 INCH
 PP0488'ABOVE THE SURFACE OF THE GROUND.  NOTE--NOT LEVELED TO DURING THIS
 PP0488'SURVEY.
 PP0488
 PP0488                          STATION RECOVERY (2007)
 PP0488
 PP0488'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 PP0488'THE STATION IS LOCATED ABOUT 14.4 MI (23.2 KM) WEST OF ELLSWORTH, 11.2
 PP0488'MI (18.0 KM) SOUTHWEST OF RIVER FALLS AND 9.8 MI (15.8 KM) NORTHWEST
 PP0488'OF DIAMOND BLUFF.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 PP0488'
 PP0488'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 PP0488'HIGHWAY 35 (BROAD STREET) AND CHERRY STREET TO THE NORTHEAST IN THE
 PP0488'CITY OF PRESCOTT, GO SOUTHEAST ON STATE HIGHWAY 35 (BROAD STREET) FOR
 PP0488'0.7 MI (1.1 KM) TO A LEFT CURVE IN THE HIGHWAY (BROAD STREET BECOMES
 PP0488'JEFFERSON STREET).  CONTINUE EAST ON THE STATE HIGHWAY 35 (JEFFERSON
 PP0488'STREET) FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT.
 PP0488'
 PP0488'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK
 PP0488'FASTENED TO THE TOP OF A 32 FT (9.8 M) LONG COPPER COATED STEEL ROD
 PP0488'DRIVEN TO REFUSAL AND ENCASED IN A 4 INCH (10 CM) IRON PIPE, ABOUT 1 M
 PP0488'(3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT, 9.4 M (30.8 FT) NORTH OF THE
 PP0488'CENTERLINE OF STATE HIGHWAY 35, 52 M (170.6 FT) WEST OF 570TH STREET,
 PP0488'20.1 M (65.9 FT) EAST OF POWER POLE NUMBER 12 BB 35, 12.9 M (42.3 FT)
 PP0488'NORTHEAST OF A WOOD POST FOR A SPEED LIMIT 45 SIGN, 0.3 M (1.0 FT)
 PP0488'WEST OF A WHITE PLASTIC WITNESS POST AND 0.2 M (0.7 FT) EAST OF A
 PP0488'WHITE METAL WITNESS POST.
 PP0488'
 PP0488'NOTE-THIS STATION IS CURRENTLY NOT SUITABLE FOR GPS OBSERVATIONS DUE
 PP0488'TO A TREE IN CLOSE PROXIMITY JUST EAST OF THE STATION.
 PP0488
 PP0488                          STATION RECOVERY (2020)
 PP0488
 PP0488'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP0488'RECOVERED IN GOOD CONDITION.
 PP0488
 PP0488                          STATION RECOVERY (2021)
 PP0488
 PP0488'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 PP0488'IN THE SOUTHEASTERN PART OF THE CITY OF PRESCOTT (WISCONSIN), 1.3
 PP0488'MILES SOUTHEAST AND EAST ALONG COUNTY ROAD Q FROM THE JUNCTION OF
 PP0488'TRUNK HIGHWAY 10 IN PRESCOTT, 0.15 MILE EAST OF A NEW BRIDGE, 31.0
 PP0488'FEET NORTH OF AND ABOUT 1.0 FEET LOWER THAN THE CENTERLINE OF COUNTY
 PP0488'ROAD Q, 170.0 FEET WEST OF THE JUNCTION OF A ROAD TO THE NORTHEAST,
 PP0488'87.0 FEET EAST OF THE CENTER OF A METAL GATE, 8.0 FEET WEST OF A
 PP0488'TELEPHONE POLE NUMBER 10, 4.0 FEET SOUTHEAST OF THE BASE OF A GUY WIRE
 PP0488'FOR THE TELEPHONE POLE, AND 0.8 FOOT EAST OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0352 ***********************************************************************
 QL0352  DESIGNATION -  A 128
 QL0352  PID         -  QL0352
 QL0352  STATE/COUNTY-  WI/MARINETTE
 QL0352  COUNTRY     -  US
 QL0352  USGS QUAD   -  MARINETTE WEST (2018)
 QL0352
 QL0352                         *CURRENT SURVEY CONTROL
 QL0352  ______________________________________________________________________
 QL0352* NAD 83(1986) POSITION- 45 05 59.9    (N) 087 37 59.8    (W)   HD_HELD2
 QL0352* NAVD 88 ORTHO HEIGHT -   182.211 (meters)      597.80  (feet) ADJUSTED
 QL0352  ______________________________________________________________________
 QL0352  GEOID HEIGHT    -        -36.949 (meters)                     GEOID18
 QL0352  DYNAMIC HEIGHT  -        182.192 (meters)      597.74  (feet) COMP
 QL0352  MODELED GRAVITY -    980,515.2   (mgal)                       NAVD 88
 QL0352
 QL0352  VERT ORDER      -  FIRST     CLASS 0
 QL0352
 QL0352.The horizontal coordinates were established by autonomous hand held GPS
 QL0352.observations and have an estimated accuracy of +/- 10 meters.
 QL0352
 QL0352.The orthometric height was determined by differential leveling and
 QL0352.adjusted by the NATIONAL GEODETIC SURVEY
 QL0352.in June 1991.
 QL0352
 QL0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0352.GEOID18 height accuracy estimate available here.
 QL0352
 QL0352.Click photographs - Photos may exist for this station.
 QL0352
 QL0352.The dynamic height is computed by dividing the NAVD 88
 QL0352.geopotential number by the normal gravity value computed on the
 QL0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0352.degrees latitude (g = 980.6199 gals.).
 QL0352
 QL0352.The modeled gravity was interpolated from observed gravity values.
 QL0352
 QL0352;                    North         East    Units  Estimated Accuracy
 QL0352;SPC WI C     -   143,463.      786,248.      MT  (+/- 10 meters HH2 GPS)
 QL0352
 QL0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5017494251(NAD 83)
 QL0352
 QL0352                          SUPERSEDED SURVEY CONTROL
 QL0352
 QL0352.No superseded survey control is available for this station.
 QL0352
 QL0352_MARKER: DB = BENCH MARK DISK
 QL0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0352_SP_SET: BUILDING
 QL0352_STAMPING: A 128 1972
 QL0352_MARK LOGO: CGS
 QL0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0352+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2015
 QL0352
 QL0352  HISTORY     - Date     Condition        Report By
 QL0352  HISTORY     - 1972     MONUMENTED       NGS
 QL0352  HISTORY     - 1990     GOOD             USPSQD
 QL0352  HISTORY     - 20011014 GOOD             USPSQD
 QL0352  HISTORY     - 20031026 GOOD             USPSQD
 QL0352  HISTORY     - 20060411 GOOD             USPSQD
 QL0352  HISTORY     - 20150812 GOOD             WIDT
 QL0352
 QL0352                          STATION DESCRIPTION
 QL0352
 QL0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0352'AT MARINETTE.
 QL0352'AT MARINETTE, AT THE NORTHEAST QUARTER OF THE JUNCTION OF COURT
 QL0352'STREET AND HALL AVENUE (U.S. HIGHWAY 41), SET VERTICALLY IN THE
 QL0352'SOUTH FACE AND AT THE SOUTHEAST CORNER OF THE COURTHOUSE
 QL0352'BUILDING, 61 FEET NORTH OF THE NORTH CURB OF HALL AVENUE, 3.2
 QL0352'FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING AND 2.2 FEET
 QL0352'ABOVE THE LEVEL OF THE GROUND.  SECTION 6, T 30 N, R 24 E.
 QL0352
 QL0352                          STATION RECOVERY (1990)
 QL0352
 QL0352'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEK)
 QL0352'RECOVERED IN GOOD CONDITION.
 QL0352
 QL0352                          STATION RECOVERY (2001)
 QL0352
 QL0352'RECOVERY NOTE BY US POWER SQUADRON 2001 (REP)
 QL0352'RECOVERED IN GOOD CONDITION.
 QL0352
 QL0352                          STATION RECOVERY (2003)
 QL0352
 QL0352'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0352'RECOVERED IN GOOD CONDITION.
 QL0352
 QL0352                          STATION RECOVERY (2006)
 QL0352
 QL0352'RECOVERY NOTE BY US POWER SQUADRON 2006
 QL0352'RECOVERED IN GOOD CONDITION.
 QL0352
 QL0352                          STATION RECOVERY (2015)
 QL0352
 QL0352'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 QL0352'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0210 ***********************************************************************
 PM0210  DESIGNATION -  A 129
 PM0210  PID         -  PM0210
 PM0210  STATE/COUNTY-  WI/OCONTO
 PM0210  COUNTRY     -  US
 PM0210  USGS QUAD   -  OCONTO WEST (2018)
 PM0210
 PM0210                         *CURRENT SURVEY CONTROL
 PM0210  ______________________________________________________________________
 PM0210* NAD 83(1986) POSITION- 44 54 10.2    (N) 087 52 43.1    (W)   HD_HELD2
 PM0210* NAVD 88 ORTHO HEIGHT -   180.211 (meters)      591.24  (feet) ADJUSTED
 PM0210  ______________________________________________________________________
 PM0210  GEOID HEIGHT    -        -36.542 (meters)                     GEOID18
 PM0210  DYNAMIC HEIGHT  -        180.194 (meters)      591.19  (feet) COMP
 PM0210  MODELED GRAVITY -    980,521.6   (mgal)                       NAVD 88
 PM0210
 PM0210  VERT ORDER      -  FIRST     CLASS 0
 PM0210
 PM0210.The horizontal coordinates were established by autonomous hand held GPS
 PM0210.observations and have an estimated accuracy of +/- 10 meters.
 PM0210
 PM0210.The orthometric height was determined by differential leveling and
 PM0210.adjusted by the NATIONAL GEODETIC SURVEY
 PM0210.in June 1991.
 PM0210
 PM0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0210.GEOID18 height accuracy estimate available here.
 PM0210
 PM0210.Click photographs - Photos may exist for this station.
 PM0210
 PM0210.The dynamic height is computed by dividing the NAVD 88
 PM0210.geopotential number by the normal gravity value computed on the
 PM0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0210.degrees latitude (g = 980.6199 gals.).
 PM0210
 PM0210.The modeled gravity was interpolated from observed gravity values.
 PM0210
 PM0210;                    North         East    Units  Estimated Accuracy
 PM0210;SPC WI C     -   121,030.      767,516.      MT  (+/- 10 meters HH2 GPS)
 PM0210
 PM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3063272531(NAD 83)
 PM0210
 PM0210                          SUPERSEDED SURVEY CONTROL
 PM0210
 PM0210.No superseded survey control is available for this station.
 PM0210
 PM0210_MARKER: DB = BENCH MARK DISK
 PM0210_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0210_STAMPING: A 129 1972
 PM0210_MARK LOGO: CGS
 PM0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0210+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2015
 PM0210
 PM0210  HISTORY     - Date     Condition        Report By
 PM0210  HISTORY     - 1972     MONUMENTED       NGS
 PM0210  HISTORY     - 19901103 GOOD             USPSQD
 PM0210  HISTORY     - 20011107 GOOD             USPSQD
 PM0210  HISTORY     - 20041119 GOOD             USPSQD
 PM0210  HISTORY     - 20051212 GOOD             WIDT
 PM0210  HISTORY     - 20150804 GOOD             WIDT
 PM0210
 PM0210                          STATION DESCRIPTION
 PM0210
 PM0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0210'0.7 MI N FROM OCONTO.
 PM0210'ABOUT 0.7 MILE NORTH ALONG U. S. HIGHWAY 41 FROM THE JUNCTION OF STATE
 PM0210'HIGHWAY 22 AT OCONTO, ABOUT 0.8 MILE NORTH ALONG THE CHICAGO AND NORTH
 PM0210'WESTERN RAILWAY FROM THE STATION AT OCONTO, ABOUT 0.1 MILE NORTH OF A
 PM0210'10 FOOT CULVERT UNDER THE HIGHWAY, UNDER AN OVERHEAD 5 WIRE POWER
 PM0210'LINE, 62 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 46.5 FEET WEST
 PM0210'OF THE WEST RAIL OF THE CHICAGO AND NORTH WESTERN RAILWAY, 1.4 FEET
 PM0210'SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 PM0210'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED
 PM0210'IN A 6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE
 PM0210'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 19.5 FEET TO REFUSAL.
 PM0210'SECTION 18, T 28N, R 22E.
 PM0210
 PM0210                          STATION RECOVERY (1990)
 PM0210
 PM0210'RECOVERY NOTE BY US POWER SQUADRON 1990 (LGM)
 PM0210'RECOVERED IN GOOD CONDITION.
 PM0210
 PM0210                          STATION RECOVERY (2001)
 PM0210
 PM0210'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 PM0210'RECOVERED IN GOOD CONDITION.
 PM0210
 PM0210                          STATION RECOVERY (2004)
 PM0210
 PM0210'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 PM0210'RECOVERED IN GOOD CONDITION.
 PM0210
 PM0210                          STATION RECOVERY (2005)
 PM0210
 PM0210'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0210'RECOVERED IN GOOD CONDITION.   ADD THE DISK APPEARS TO BE CONCAVED,
 PM0210'WHICH MAY HAVE BEEN CAUSED WHEN THE STATION WAS SET.
 PM0210
 PM0210                          STATION RECOVERY (2015)
 PM0210
 PM0210'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 PM0210'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0132 ***********************************************************************
 RM0132  DESIGNATION -  A 13
 RM0132  PID         -  RM0132
 RM0132  STATE/COUNTY-  WI/IRON
 RM0132  COUNTRY     -  US
 RM0132  USGS QUAD   -  MERCER (2018)
 RM0132
 RM0132                         *CURRENT SURVEY CONTROL
 RM0132  ______________________________________________________________________
 RM0132* NAD 83(1986) POSITION- 46 07 58.04   (N) 090 00 47.46   (W)   HD_HELD1
 RM0132* NAVD 88 ORTHO HEIGHT -   485.317 (meters)     1592.24  (feet) ADJUSTED
 RM0132  ______________________________________________________________________
 RM0132  GEOID HEIGHT    -        -30.725 (meters)                     GEOID18
 RM0132  DYNAMIC HEIGHT  -        485.313 (meters)     1592.23  (feet) COMP
 RM0132  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 RM0132
 RM0132  VERT ORDER      -  FIRST     CLASS II
 RM0132
 RM0132.The horizontal coordinates were determined by differentially corrected
 RM0132.hand held GPS observations or other comparable positioning techniques
 RM0132.and have an estimated accuracy of +/- 3 meters.
 RM0132
 RM0132.The orthometric height was determined by differential leveling and
 RM0132.adjusted by the NATIONAL GEODETIC SURVEY
 RM0132.in June 1991.
 RM0132
 RM0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0132.GEOID18 height accuracy estimate available here.
 RM0132
 RM0132.Click photographs - Photos may exist for this station.
 RM0132
 RM0132.The dynamic height is computed by dividing the NAVD 88
 RM0132.geopotential number by the normal gravity value computed on the
 RM0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0132.degrees latitude (g = 980.6199 gals.).
 RM0132
 RM0132.The modeled gravity was interpolated from observed gravity values.
 RM0132
 RM0132;                    North         East    Units  Estimated Accuracy
 RM0132;SPC WI N     -   107,379.0     598,981.3     MT  (+/- 3 meters HH1 GPS) 
 RM0132
 RM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM3071813138(NAD 83)
 RM0132
 RM0132                          SUPERSEDED SURVEY CONTROL
 RM0132
 RM0132  NGVD 29 (??/??/92)  485.300  (m)         1592.19   (f) ADJ UNCH    1 2
 RM0132
 RM0132.Superseded values are not recommended for survey control.
 RM0132
 RM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0132.See file dsdata.pdf to determine how the superseded data were derived.
 RM0132
 RM0132_MARKER: DB = BENCH MARK DISK
 RM0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0132_STAMPING: A 13 1934
 RM0132_MARK LOGO: CGS
 RM0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0132+STABILITY: SURFACE MOTION
 RM0132
 RM0132  HISTORY     - Date     Condition        Report By
 RM0132  HISTORY     - 1934     MONUMENTED       CGS
 RM0132  HISTORY     - 1952     GOOD             CGS
 RM0132  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0132  HISTORY     - 20050913 MARK NOT FOUND   WIDT
 RM0132
 RM0132                          STATION DESCRIPTION
 RM0132
 RM0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RM0132'AT MANITOWISH.
 RM0132'AT MANITOWISH, IRON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 RM0132'RAILWAY, IN A PARKWAY 22 FEET NORTH OF A POINT 38 FEET WEST
 RM0132'OF THE NORTHWEST CORNER OF THE STATION, AT MILEAGE 302.1, AND
 RM0132'20 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED A 13 1934
 RM0132'AND SET IN THE TOP OF A CONCRETE POST.
 RM0132
 RM0132                          STATION RECOVERY (1982)
 RM0132
 RM0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0132'NOT RECOVERED.  RAILROAD STATION HAS BEEN REMOVED.
 RM0132
 RM0132                          STATION RECOVERY (2005)
 RM0132
 RM0132'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0132'MARK NOT FOUND. ADD--AREA HAS BEEN REGRADED SINCE THE TIME THAT THE
 RM0132'STATION ONCE STOOD, NO EVIDENCE OF THE MONUMENT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0144 ***********************************************************************
 PM0144  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PM0144  DESIGNATION -  A 132
 PM0144  PID         -  PM0144
 PM0144  STATE/COUNTY-  WI/MANITOWOC
 PM0144  COUNTRY     -  US
 PM0144  USGS QUAD   -  MANITOWOC (2018)
 PM0144
 PM0144                         *CURRENT SURVEY CONTROL
 PM0144  ______________________________________________________________________
 PM0144* NAD 83(1986) POSITION- 44 05 27.33   (N) 087 40 33.43   (W)   HD_HELD1
 PM0144* NAVD 88 ORTHO HEIGHT -   189.568 (meters)      621.94  (feet) ADJUSTED
 PM0144  ______________________________________________________________________
 PM0144  GEOID HEIGHT    -        -36.175 (meters)                     GEOID18
 PM0144  DYNAMIC HEIGHT  -        189.537 (meters)      621.84  (feet) COMP
 PM0144  MODELED GRAVITY -    980,450.2   (mgal)                       NAVD 88
 PM0144
 PM0144  VERT ORDER      -  FIRST     CLASS 0
 PM0144
 PM0144.The horizontal coordinates were determined by differentially corrected
 PM0144.hand held GPS observations or other comparable positioning techniques
 PM0144.and have an estimated accuracy of +/- 3 meters.
 PM0144
 PM0144.The orthometric height was determined by differential leveling and
 PM0144.adjusted by the NATIONAL GEODETIC SURVEY
 PM0144.in June 1991.
 PM0144
 PM0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0144.GEOID18 height accuracy estimate available here.
 PM0144
 PM0144.This Water Level Mark is designated as VM 21189
 PM0144.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PM0144
 PM0144.Click photographs - Photos may exist for this station.
 PM0144
 PM0144.The dynamic height is computed by dividing the NAVD 88
 PM0144.geopotential number by the normal gravity value computed on the
 PM0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0144.degrees latitude (g = 980.6199 gals.).
 PM0144
 PM0144.The modeled gravity was interpolated from observed gravity values.
 PM0144
 PM0144;                    North         East    Units  Estimated Accuracy
 PM0144;SPC WI S     -   234,883.4     786,094.9     MT  (+/- 3 meters HH1 GPS) 
 PM0144
 PM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4588882193(NAD 83)
 PM0144
 PM0144                          SUPERSEDED SURVEY CONTROL
 PM0144
 PM0144  NGVD 29 (??/??/92)  189.58   (m)          622.0    (f) COMPUTED    1 0
 PM0144
 PM0144.Superseded values are not recommended for survey control.
 PM0144
 PM0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0144.See file dsdata.pdf to determine how the superseded data were derived.
 PM0144
 PM0144_MARKER: DV = VERTICAL CONTROL DISK
 PM0144_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0144_STAMPING: A 132 1972
 PM0144_MARK LOGO: NGS
 PM0144_PROJECTION: FLUSH
 PM0144_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0144+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2018
 PM0144
 PM0144  HISTORY     - Date     Condition        Report By
 PM0144  HISTORY     - 1972     MONUMENTED       NGS
 PM0144  HISTORY     - 20010613 GOOD             WIDT
 PM0144  HISTORY     - 20030429 GOOD             USPSQD
 PM0144  HISTORY     - 20060411 GOOD             WIDT
 PM0144  HISTORY     - 20180605 GOOD             WIDT
 PM0144
 PM0144                          STATION DESCRIPTION
 PM0144
 PM0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0144'AT MANITOWOC.
 PM0144'AT MANITOWOC, ABOUT 0.6 MILE WEST ALONG FRANKLIN STREET FROM THE
 PM0144'POST OFFICE BUILDING, 89.5 FEET NORTH OF THE CENTER LINE OF
 PM0144'FRANKLIN STREET, 41 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO
 PM0144'AND NORTH WESTERN RAILWAY, 37 FEET WEST OF THE EXTENDED CENTER
 PM0144'LINE OF SOUTH 22 ND STREET, 4 FEET SOUTHEAST OF THE NORTHEAST
 PM0144'CORNER POST IN CHAIN LINK FENCE AROUND A SUB-STATION, 1.9 FEET
 PM0144'EAST OF A CHAIN LINK FENCE, IN A HEDGE ROW, 0.8 FOOT SOUTH OF
 PM0144'A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF FRANKLIN STREET,
 PM0144'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 PM0144'FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH
 PM0144'IRON PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.
 PM0144'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 31 1/2 FEET TO
 PM0144'REFUSAL.  SECTION 30, T 19 N, R 24 E.
 PM0144
 PM0144                          STATION RECOVERY (2001)
 PM0144
 PM0144'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0144'THE STATION IS LOCATED IN MANITOWOC. TO REACH THE STATION FROM THE
 PM0144'JUNCTION OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY 151 AND CALUMET
 PM0144'AVENUE ABOUT 5 KM SOUTHEAST OF THE CITY OF MANITOWOC, GO EAST THEN
 PM0144'NORTHEAST ON US HIGHWAY 151 AND CALUMET AVENUE FOR 3.2 KM TO
 PM0144'WASHINGTON STREET, TURN RIGHT AND GO EAST ON WASHINGTON STREET FOR
 PM0144'0.3 KM TO 22ND STREET, TURN LEFT AND GO NORTH ON 22ND STREET FOR 0.2
 PM0144'KM TO FRANKLIN STREET, CROSS FRANKLIN STREET AND GO NORTH INTO
 PM0144'PARKING LOT AND THE STATION ON THE LEFT. THE STATION IS A BRONZE
 PM0144'NATIONAL GEODETIC SURVEY BENCH MARK DISK SET ON THE TOP OF A COPPER
 PM0144'CLAD STEEL ROD ENCASED IN A 10-CM DIAMETER IRON PIPE ABOUT 0.5 METERS
 PM0144'ABOVE THE PARKING LOT. THE STATION IS 27.0 METERS NORTH OF THE
 PM0144'CENTERLINE OF FRANKLIN STREET, 13.6 METERS SOUTH OF THE CENTERLINE OF
 PM0144'RAILROAD TRACKS, 5.0 METERS WEST SOUTHWEST OF POWER POLE--1H3546--,
 PM0144'1.2 METERS SOUTHEAST OF NORTHWEST CORNER OF CHAIN LINK FENCE AROUND
 PM0144'SUBSTATION, AND 0.25 METERS SOUTH OF A STEEL WITNESS POST.
 PM0144'---NOTE---STATION IS IN THE MIDDLE OF MULTIPLE TRUNK CEDAR TREE AND
 PM0144'HONEY SUCKLE BUSHES AND IS NOT ABLE TO BE OCCUPIED WITH GPS  WITHOUT
 PM0144'MAJOR CLEARING.
 PM0144
 PM0144                          STATION RECOVERY (2003)
 PM0144
 PM0144'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0144'RECOVERED IN GOOD CONDITION.  ADD-- STATION IS 23 FEET W-NW OF THE
 PM0144'NORTHWEST CORNER OF A WHITE PAINTED FENCE AROUND A NATURAL GAS PIPE
 PM0144'STATION AT THE NORTHWEST END OF THE PARKING AREA.  THE POWER POLE HAS
 PM0144'2 GUY WIRES.
 PM0144
 PM0144                          STATION RECOVERY (2006)
 PM0144
 PM0144'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 PM0144'RECOVERED IN GOOD CONDITION.
 PM0144
 PM0144                          STATION RECOVERY (2018)
 PM0144
 PM0144'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 PM0144'RECOVERED AS DESCRIBED.
 PM0144'
 PM0144'NOTE- THE CEDAR TREE AND HONEY SUCKLE BUSHES REFERENCED IN 2001 HAVE
 PM0144'SINCE BEEN CLEARED, BUT   THE STATION IS ONLY MARGINAL FOR SATELLITE
 PM0144'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0193 ***********************************************************************
 OL0193  DESIGNATION -  A 133
 OL0193  PID         -  OL0193
 OL0193  STATE/COUNTY-  WI/SHEBOYGAN
 OL0193  COUNTRY     -  US
 OL0193  USGS QUAD   -  SHEBOYGAN FALLS (2018)
 OL0193
 OL0193                         *CURRENT SURVEY CONTROL
 OL0193  ______________________________________________________________________
 OL0193* NAD 83(1986) POSITION- 43 42 09.88   (N) 087 45 40.15   (W)   HD_HELD1
 OL0193* NAVD 88 ORTHO HEIGHT -   217.044 (meters)      712.09  (feet) ADJUSTED
 OL0193  ______________________________________________________________________
 OL0193  GEOID HEIGHT    -        -35.709 (meters)                     GEOID18
 OL0193  DYNAMIC HEIGHT  -        217.002 (meters)      711.95  (feet) COMP
 OL0193  MODELED GRAVITY -    980,423.6   (mgal)                       NAVD 88
 OL0193
 OL0193  VERT ORDER      -  FIRST     CLASS 0
 OL0193
 OL0193.The horizontal coordinates were determined by differentially corrected
 OL0193.hand held GPS observations or other comparable positioning techniques
 OL0193.and have an estimated accuracy of +/- 3 meters.
 OL0193
 OL0193.The orthometric height was determined by differential leveling and
 OL0193.adjusted by the NATIONAL GEODETIC SURVEY
 OL0193.in June 1991.
 OL0193
 OL0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0193.GEOID18 height accuracy estimate available here.
 OL0193
 OL0193.Click photographs - Photos may exist for this station.
 OL0193
 OL0193.The dynamic height is computed by dividing the NAVD 88
 OL0193.geopotential number by the normal gravity value computed on the
 OL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0193.degrees latitude (g = 980.6199 gals.).
 OL0193
 OL0193.The modeled gravity was interpolated from observed gravity values.
 OL0193
 OL0193;                    North         East    Units  Estimated Accuracy
 OL0193;SPC WI S     -   191,582.7     780,432.1     MT  (+/- 3 meters HH1 GPS) 
 OL0193
 OL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3867139139(NAD 83)
 OL0193
 OL0193                          SUPERSEDED SURVEY CONTROL
 OL0193
 OL0193  NAVD 88 (05/16/03)  217.051  (m)          712.11   (f) SUPERSEDED  2 1
 OL0193  NGVD 29 (??/??/92)  217.07   (m)          712.2    (f) COMPUTED    1 0
 OL0193
 OL0193.Superseded values are not recommended for survey control.
 OL0193
 OL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0193.See file dsdata.pdf to determine how the superseded data were derived.
 OL0193
 OL0193_MARKER: DV = VERTICAL CONTROL DISK
 OL0193_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0193_STAMPING: A 133 1972
 OL0193_MARK LOGO: NGS
 OL0193_PROJECTION: FLUSH
 OL0193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0193+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 OL0193
 OL0193  HISTORY     - Date     Condition        Report By
 OL0193  HISTORY     - 1972     MONUMENTED       NGS
 OL0193  HISTORY     - 2001     GOOD             WIDT
 OL0193  HISTORY     - 20031206 GOOD             USPSQD
 OL0193  HISTORY     - 20060428 GOOD             WIDT
 OL0193
 OL0193                          STATION DESCRIPTION
 OL0193
 OL0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0193'4.3 MI SW FROM SHEBOYGAN.
 OL0193'ABOUT 2.55 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OL0193'RAILWAY FROM THE STATION AT SHEBOYGAN, THENCE 0.75 MILE WEST
 OL0193'ALONG COUNTY ROAD PP, THENCE 1.0 MILE SOUTHWEST ALONG THE NEW
 OL0193'4-LANE U.S. HIGHWAY 141, 148 FEET WEST OF THE SOUTH END OF THE
 OL0193'WEST CONCRETE GUARD RAIL FOR THE U.S. HIGHWAY 141 OVERPASS
 OL0193'OVER COUNTY ROAD EE, 70 FEET EAST OF THE CENTER LINE OF AN
 OL0193'ASPHALT ROAD, 59 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD
 OL0193'EE, 7.7 FEET SOUTH OF A CORNER FENCE POST, 1.4 FEET SOUTH OF
 OL0193'A WOVEN WIRE FENCE, 0.6 FOOT NORTHWEST OF A METAL WITNESS POST,
 OL0193'15 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE
 OL0193'TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL
 OL0193'OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS
 OL0193'1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 OL0193'REFUSAL AT A DEPTH OF 40 FEET.  SECTION 8, T14N, R23E.
 OL0193
 OL0193                          STATION RECOVERY (2001)
 OL0193
 OL0193'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0193'THE STATION IS LOCATED ABOUT 18 KM SOUTHEAST OF PLYMOUTH, 9 KM
 OL0193'NORTHEAST OF OOSTBURG AND 7 KM SOUTHWEST OF SHEBOYGAN
 OL0193'OWNERSHIP--SHEBOYGAN COUNTY. TO REACH THE STATION FROM THE JUNCTION
 OL0193'OF INTERSTATE 43 WITH STATE HIGHWAY 28 --EXIT 123-- ABOUT 6 KM
 OL0193'SOUTHEAST OF THE CITY OF SHEBOYGAN, GO WEST ON STATE HIGHWAY 28 FOR
 OL0193'1.6 KM TO PRANGE ROAD, TURN LEFT AND GO SOUTH ON PRANGE ROAD FOR 1.6
 OL0193'KM TO COUNTY HIGHWAY EE (WEEDEN CREEK ROAD), TURN LEFT AND GO EAST ON
 OL0193'COUNTY HIGHWAY EE (WEEDEN CREEK ROAD) FOR 1.6 KM TO THE STATION ON
 OL0193'THE RIGHT. THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY VERTICAL
 OL0193'CONTROL DISK, SET IN THE TOP OF A 15-CM STEEL CASEING AND ABOUT 1.0 M
 OL0193'ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 18.1 M SOUTH OF THE
 OL0193'CENTERLINE OF COUNTY HIGHWAY EE (WEEDEN CREEK ROAD), 21.1 M EAST OF
 OL0193'THE CENTERLINE OF FRONTAGE ROAD, 16.5 M SOUTH EAST OF A WOOD POST FOR
 OL0193'A --STOP-- SIGN, 10.7 M NORTH OF A BLACK AND WHITE POST FOR A
 OL0193'--BURRIED FIBER OPTIC CABLE-- WARNING, 2.5 M SOUTHEAST OF FENCE
 OL0193'CORNER, 0.8 M NORTH OF A WHITE PLASTIC WITNESS POST AND 0.2 M NORTH
 OL0193'OF A STEEL WITNESS POST. THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 OL0193'EXTENDING HIGHER THEN 15 DEGREES ABOVE THE HORIZON.
 OL0193
 OL0193                          STATION RECOVERY (2003)
 OL0193
 OL0193'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0193'RECOVERED IN GOOD CONDITION.
 OL0193
 OL0193                          STATION RECOVERY (2006)
 OL0193
 OL0193'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OL0193'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M SOUTH OF A
 OL0193'RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0116 ***********************************************************************
 OL0116  DESIGNATION -  A 134
 OL0116  PID         -  OL0116
 OL0116  STATE/COUNTY-  WI/MILWAUKEE
 OL0116  COUNTRY     -  US
 OL0116  USGS QUAD   -  THIENSVILLE (2018)
 OL0116
 OL0116                         *CURRENT SURVEY CONTROL
 OL0116  ______________________________________________________________________
 OL0116* NAD 83(1986) POSITION- 43 07 57.79   (N) 087 57 06.02   (W)   HD_HELD1
 OL0116* NAVD 88 ORTHO HEIGHT -   209.239 (meters)      686.48  (feet) ADJUSTED
 OL0116  ______________________________________________________________________
 OL0116  GEOID HEIGHT    -        -35.138 (meters)                     GEOID18
 OL0116  DYNAMIC HEIGHT  -        209.186 (meters)      686.30  (feet) COMP
 OL0116  MODELED GRAVITY -    980,362.5   (mgal)                       NAVD 88
 OL0116
 OL0116  VERT ORDER      -  FIRST     CLASS 0
 OL0116
 OL0116.The horizontal coordinates were determined by differentially corrected
 OL0116.hand held GPS observations or other comparable positioning techniques
 OL0116.and have an estimated accuracy of +/- 3 meters.
 OL0116
 OL0116.The orthometric height was determined by differential leveling and
 OL0116.adjusted by the NATIONAL GEODETIC SURVEY
 OL0116.in June 1991.
 OL0116
 OL0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0116.GEOID18 height accuracy estimate available here.
 OL0116
 OL0116.Click photographs - Photos may exist for this station.
 OL0116
 OL0116.The dynamic height is computed by dividing the NAVD 88
 OL0116.geopotential number by the normal gravity value computed on the
 OL0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0116.degrees latitude (g = 980.6199 gals.).
 OL0116
 OL0116.The modeled gravity was interpolated from observed gravity values.
 OL0116
 OL0116;                    North         East    Units  Estimated Accuracy
 OL0116;SPC WI S     -   127,880.9     766,636.5     MT  (+/- 3 meters HH1 GPS) 
 OL0116
 OL0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2259775992(NAD 83)
 OL0116
 OL0116                          SUPERSEDED SURVEY CONTROL
 OL0116
 OL0116.No superseded survey control is available for this station.
 OL0116
 OL0116_MARKER: DV = VERTICAL CONTROL DISK
 OL0116_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0116_STAMPING: A 134 1972
 OL0116_MARK LOGO: NGS
 OL0116_PROJECTION: PROJECTING 5 CENTIMETERS
 OL0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0116
 OL0116  HISTORY     - Date     Condition        Report By
 OL0116  HISTORY     - 1972     MONUMENTED       NGS
 OL0116
 OL0116                          STATION DESCRIPTION
 OL0116
 OL0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0116'AT WISCONA JUNCTION.
 OL0116'AT WISCONA JUNCTION, 141 FEET NORTH OF THE CENTER OF THE CROSSING
 OL0116'OF TWO RAILWAYS (BOTH OWNED BY THE CHICAGO AND NORTH WESTERN
 OL0116'RAILWAY) 71 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK
 OL0116'LEADING NORTHWEST TO GRANVILLE, 60 FEET NORTHEAST OF THE NORTH
 OL0116'CORNER OF A METAL BUILDING (YARD OFFICE), DIRECTLY UNDER AND IN THE
 OL0116'CENTER OF A 4-LEG STEEL TOWER FOR HIGH VOLTAGE POWER LINE
 OL0116'(TOWER 4438), 0.6 FOOT SOUTHEAST OF A METAL WITNESS POST, 3 FEET
 OL0116'BELOW THE LEVEL OF THE TRACKS AND IS A DISK ON THE TOP OF A COPPER
 OL0116'COATED STEEL THAT IS FLUSH WITH THE GROUND AND ENCASED IN A 4
 OL0116'INCH METAL PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 OL0116'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 44 1/2 FEET.
 OL0116'SECTION 25, T 8N, R 21E.  THIS MARK MAY BE REACHED BY GOING 3.15
 OL0116'MILES SOUTHWEST OF THE MUNICIPAL BUILDING AT FOX POINT ALONG THE
 OL0116'CHICAGO AND NORTH WESTERN RAILWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN0405 ***********************************************************************
 RN0405  DESIGNATION -  A 135
 RN0405  PID         -  RN0405
 RN0405  STATE/COUNTY-  WI/DOUGLAS
 RN0405  COUNTRY     -  US
 RN0405  USGS QUAD   -  FOXBORO (2018)
 RN0405
 RN0405                         *CURRENT SURVEY CONTROL
 RN0405  ______________________________________________________________________
 RN0405* NAD 83(1986) POSITION- 46 29 56.     (N) 092 17 18.     (W)   SCALED
 RN0405* NAVD 88 ORTHO HEIGHT -   282.058 (meters)      925.39  (feet) ADJUSTED
 RN0405  ______________________________________________________________________
 RN0405  GEOID HEIGHT    -        -27.797 (meters)                     GEOID18
 RN0405  DYNAMIC HEIGHT  -        282.075 (meters)      925.44  (feet) COMP
 RN0405  MODELED GRAVITY -    980,667.5   (mgal)                       NAVD 88
 RN0405
 RN0405  VERT ORDER      -  SECOND    CLASS 0
 RN0405
 RN0405.The horizontal coordinates were scaled from a map and have
 RN0405.an estimated accuracy of +/- 6 seconds.
 RN0405
 RN0405.The orthometric height was determined by differential leveling and
 RN0405.adjusted by the NATIONAL GEODETIC SURVEY
 RN0405.in June 1991.
 RN0405
 RN0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0405.GEOID18 height accuracy estimate available here.
 RN0405
 RN0405.Click photographs - Photos may exist for this station.
 RN0405
 RN0405.The dynamic height is computed by dividing the NAVD 88
 RN0405.geopotential number by the normal gravity value computed on the
 RN0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0405.degrees latitude (g = 980.6199 gals.).
 RN0405
 RN0405.The modeled gravity was interpolated from observed gravity values.
 RN0405
 RN0405;                    North         East    Units  Estimated Accuracy
 RN0405;SPC WI N     -   150,600.      424,370.      MT  (+/- 180 meters Scaled)
 RN0405
 RN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM546497(NAD 83)
 RN0405
 RN0405                          SUPERSEDED SURVEY CONTROL
 RN0405
 RN0405  NGVD 29 (??/??/92)  281.990  (m)          925.16   (f) ADJ UNCH    2 0
 RN0405
 RN0405.Superseded values are not recommended for survey control.
 RN0405
 RN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0405.See file dsdata.pdf to determine how the superseded data were derived.
 RN0405
 RN0405_MARKER: DB = BENCH MARK DISK
 RN0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0405_STAMPING: A 135 1935
 RN0405_MARK LOGO: CGS
 RN0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0405+STABILITY: SURFACE MOTION
 RN0405
 RN0405  HISTORY     - Date     Condition        Report By
 RN0405  HISTORY     - 1935     MONUMENTED       CGS
 RN0405  HISTORY     - 1952     MARK NOT FOUND   USGS
 RN0405  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN0405
 RN0405                          STATION DESCRIPTION
 RN0405
 RN0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0405'IN FOXBORO.
 RN0405'ALONG THE GREAT NORTHERN R.R.  MARK IS 15 YDS. N. OF CENTER OF TRACK,
 RN0405'95 YDS. W. OF STATION AND 24 YDS. W. OF COUNTY ROAD CROSSING B.
 RN0405
 RN0405                          STATION RECOVERY (1952)
 RN0405
 RN0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RN0405'MARK NOT FOUND.
 RN0405
 RN0405                          STATION RECOVERY (2004)
 RN0405
 RN0405'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0405'THIS STATION WAS NOT FOUND TIES ARE VAGUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN0177 ***********************************************************************
 RN0177  DESIGNATION -  A 136
 RN0177  PID         -  RN0177
 RN0177  STATE/COUNTY-  WI/DOUGLAS
 RN0177  COUNTRY     -  US
 RN0177  USGS QUAD   -  BOREA (2018)
 RN0177
 RN0177                         *CURRENT SURVEY CONTROL
 RN0177  ______________________________________________________________________
 RN0177* NAD 83(1986) POSITION- 46 35 10.     (N) 092 11 06.     (W)   SCALED
 RN0177* NAVD 88 ORTHO HEIGHT -   229.692 (meters)      753.58  (feet) ADJUSTED
 RN0177  ______________________________________________________________________
 RN0177  GEOID HEIGHT    -        -28.016 (meters)                     GEOID18
 RN0177  DYNAMIC HEIGHT  -        229.712 (meters)      753.65  (feet) COMP
 RN0177  MODELED GRAVITY -    980,696.8   (mgal)                       NAVD 88
 RN0177
 RN0177  VERT ORDER      -  SECOND    CLASS 0
 RN0177
 RN0177.The horizontal coordinates were scaled from a map and have
 RN0177.an estimated accuracy of +/- 6 seconds.
 RN0177
 RN0177.The orthometric height was determined by differential leveling and
 RN0177.adjusted by the NATIONAL GEODETIC SURVEY
 RN0177.in June 1991.
 RN0177
 RN0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0177.GEOID18 height accuracy estimate available here.
 RN0177
 RN0177.Click photographs - Photos may exist for this station.
 RN0177
 RN0177.The dynamic height is computed by dividing the NAVD 88
 RN0177.geopotential number by the normal gravity value computed on the
 RN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0177.degrees latitude (g = 980.6199 gals.).
 RN0177
 RN0177.The modeled gravity was interpolated from observed gravity values.
 RN0177
 RN0177;                    North         East    Units  Estimated Accuracy
 RN0177;SPC WI N     -   160,070.      432,570.      MT  (+/- 180 meters Scaled)
 RN0177
 RN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM624594(NAD 83)
 RN0177
 RN0177                          SUPERSEDED SURVEY CONTROL
 RN0177
 RN0177  NGVD 29 (??/??/92)  229.656  (m)          753.46   (f) ADJ UNCH    2 0
 RN0177
 RN0177.Superseded values are not recommended for survey control.
 RN0177
 RN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0177.See file dsdata.pdf to determine how the superseded data were derived.
 RN0177
 RN0177_MARKER: DB = BENCH MARK DISK
 RN0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0177_STAMPING: A 136 1935
 RN0177_MARK LOGO: CGS
 RN0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0177+STABILITY: SURFACE MOTION
 RN0177
 RN0177  HISTORY     - Date     Condition        Report By
 RN0177  HISTORY     - 1935     MONUMENTED       CGS
 RN0177  HISTORY     - 1952     POOR             USGS
 RN0177  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN0177
 RN0177                          STATION DESCRIPTION
 RN0177
 RN0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0177'3 MI E FROM DEWEY.
 RN0177'ALONG THE GREAT NORTHERN R.R. 3 MILES E. OF DEWEY.  MARK IS 3 POLES E,
 RN0177'OF MILE POLE NO. 16.  28 YDS. E. OF CROSS ROAD, AND 13 YDS. N. OF
 RN0177'CENTER OF N. TRACK.  NOTE-- POST IS PROJECTING ABOUT 1 FT ABOVE GROUND
 RN0177'AND IS PROBABLY FROST HEAVED.
 RN0177
 RN0177                          STATION RECOVERY (1952)
 RN0177
 RN0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RN0177'MARK RECOVERED IN POOR CONDITION.
 RN0177
 RN0177                          STATION RECOVERY (2004)
 RN0177
 RN0177'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0177'THE STATION IS NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0334 ***********************************************************************
 NG0334  DESIGNATION -  A 137
 NG0334  PID         -  NG0334
 NG0334  STATE/COUNTY-  WI/MILWAUKEE
 NG0334  COUNTRY     -  US
 NG0334  USGS QUAD   -  GREENDALE (2018)
 NG0334
 NG0334                         *CURRENT SURVEY CONTROL
 NG0334  ______________________________________________________________________
 NG0334* NAD 83(1986) POSITION- 42 53 24.10   (N) 087 54 42.30   (W)   HD_HELD1
 NG0334* NAVD 88 ORTHO HEIGHT -   215.658 (meters)      707.54  (feet) ADJUSTED
 NG0334  ______________________________________________________________________
 NG0334  GEOID HEIGHT    -        -34.922 (meters)                     GEOID18
 NG0334  DYNAMIC HEIGHT  -        215.598 (meters)      707.34  (feet) COMP
 NG0334  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 NG0334
 NG0334  VERT ORDER      -  SECOND    CLASS I
 NG0334
 NG0334.The horizontal coordinates were determined by differentially corrected
 NG0334.hand held GPS observations or other comparable positioning techniques
 NG0334.and have an estimated accuracy of +/- 3 meters.
 NG0334
 NG0334.The orthometric height was determined by differential leveling and
 NG0334.adjusted by the NATIONAL GEODETIC SURVEY
 NG0334.in July 2015.
 NG0334
 NG0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0334.GEOID18 height accuracy estimate available here.
 NG0334
 NG0334.Click photographs - Photos may exist for this station.
 NG0334
 NG0334.The dynamic height is computed by dividing the NAVD 88
 NG0334.geopotential number by the normal gravity value computed on the
 NG0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0334.degrees latitude (g = 980.6199 gals.).
 NG0334
 NG0334.The modeled gravity was interpolated from observed gravity values.
 NG0334
 NG0334;                    North         East    Units  Estimated Accuracy
 NG0334;SPC WI S     -   101,009.7     770,558.7     MT  (+/- 3 meters HH1 GPS) 
 NG0334
 NG0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2555249005(NAD 83)
 NG0334
 NG0334                          SUPERSEDED SURVEY CONTROL
 NG0334
 NG0334  NAVD 88 (06/15/91)  215.649  (m)          707.51   (f) SUPERSEDED  1 0
 NG0334
 NG0334.Superseded values are not recommended for survey control.
 NG0334
 NG0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0334.See file dsdata.pdf to determine how the superseded data were derived.
 NG0334
 NG0334_MARKER: DV = VERTICAL CONTROL DISK
 NG0334_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NG0334+WITH SETTING: INTO GROUND
 NG0334_STAMPING: A 137 1972
 NG0334_MARK LOGO: NGS
 NG0334_PROJECTION: FLUSH
 NG0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0334+STABILITY: SURFACE MOTION
 NG0334
 NG0334  HISTORY     - Date     Condition        Report By
 NG0334  HISTORY     - 1972     MONUMENTED       NGS
 NG0334  HISTORY     - 1990     GOOD             USPSQD
 NG0334  HISTORY     - 20050210 GOOD             GEOCAC
 NG0334  HISTORY     - 20060704 GOOD             USPSQD
 NG0334  HISTORY     - 20060809 GOOD             GEOCAC
 NG0334  HISTORY     - 20141217 GOOD             WIDT
 NG0334
 NG0334                          STATION DESCRIPTION
 NG0334
 NG0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0334'AT OAK CREEK.
 NG0334'AT OAK CREEK, ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 38 FROM
 NG0334'THE POST OFFICE BUILDING AT OAK CREEK, AT THE NORTHWEST CORNER
 NG0334'OF THE LAWN FOR THE WISCONSIN NATIONAL GUARD, AT THE JUNCTION
 NG0334'OF GROVELAND DRIVE, 23.3 FEET EAST OF THE EAST CURB OF THE
 NG0334'NORTH-BOUND LANE OF THE HIGHWAY, 18 FEET SOUTH OF THE SOUTH CURB
 NG0334'OF THE DRIVE, 4.6 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH
 NG0334'SIDEWALK, 1.8 FEET SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 NG0334'SIDEWALK, 2 1/2 FEET EAST OF POWER POLE NO. 68-5272-40-5, 1 FOOT
 NG0334'ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4 FOOT COPPER
 NG0334'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE,  THE
 NG0334'DISK IS 2 INCHES BELOW THE GROUND AND ENCASED IN A 4 INCH METAL
 NG0334'PIPE THAT IS 1 INCH BELOW THE LEVEL OF THE GROUND.  SEC 16, T5N,
 NG0334'R22E.
 NG0334
 NG0334                          STATION RECOVERY (1990)
 NG0334
 NG0334'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0334'RECOVERED IN GOOD CONDITION.
 NG0334
 NG0334                          STATION RECOVERY (2005)
 NG0334
 NG0334'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 NG0334'RECOVERED IN GOOD CONDITION.
 NG0334
 NG0334                          STATION RECOVERY (2006)
 NG0334
 NG0334'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0334'RECOVERED IN GOOD CONDITION.
 NG0334
 NG0334                          STATION RECOVERY (2006)
 NG0334
 NG0334'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 NG0334'FOUND IN GOOD CONDITION AT THE LISTED COORDINATES USING GARMIN GPS72
 NG0334'WITH ACCURACY OF 8 FEET.
 NG0334
 NG0334                          STATION RECOVERY (2014)
 NG0334
 NG0334'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 NG0334'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0365 ***********************************************************************
 NG0365  DESIGNATION -  A 138
 NG0365  PID         -  NG0365
 NG0365  STATE/COUNTY-  WI/RACINE
 NG0365  COUNTRY     -  US
 NG0365  USGS QUAD   -  RACINE SOUTH (2018)
 NG0365
 NG0365                         *CURRENT SURVEY CONTROL
 NG0365  ______________________________________________________________________
 NG0365* NAD 83(1986) POSITION- 42 43 35.9    (N) 087 46 57.2    (W)   HD_HELD2
 NG0365* NAVD 88 ORTHO HEIGHT -   191.617 (meters)      628.66  (feet) ADJUSTED
 NG0365  ______________________________________________________________________
 NG0365  GEOID HEIGHT    -        -34.801 (meters)                     GEOID18
 NG0365  DYNAMIC HEIGHT  -        191.563 (meters)      628.49  (feet) COMP
 NG0365  MODELED GRAVITY -    980,333.8   (mgal)                       NAVD 88
 NG0365
 NG0365  VERT ORDER      -  FIRST     CLASS 0
 NG0365
 NG0365.The horizontal coordinates were established by autonomous hand held GPS
 NG0365.observations and have an estimated accuracy of +/- 10 meters.
 NG0365
 NG0365.The orthometric height was determined by differential leveling and
 NG0365.adjusted by the NATIONAL GEODETIC SURVEY
 NG0365.in June 1991.
 NG0365
 NG0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0365.GEOID18 height accuracy estimate available here.
 NG0365
 NG0365.Click photographs - Photos may exist for this station.
 NG0365
 NG0365.The dynamic height is computed by dividing the NAVD 88
 NG0365.geopotential number by the normal gravity value computed on the
 NG0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0365.degrees latitude (g = 980.6199 gals.).
 NG0365
 NG0365.The modeled gravity was interpolated from observed gravity values.
 NG0365
 NG0365;                    North         East    Units  Estimated Accuracy
 NG0365;SPC WI S     -    83,138.      781,591.      MT  (+/- 10 meters HH2 GPS)
 NG0365
 NG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3593230756(NAD 83)
 NG0365
 NG0365                          SUPERSEDED SURVEY CONTROL
 NG0365
 NG0365  NGVD 29 (??/??/92)  191.67   (m)          628.8    (f) COMPUTED    1 0
 NG0365
 NG0365.Superseded values are not recommended for survey control.
 NG0365
 NG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0365.See file dsdata.pdf to determine how the superseded data were derived.
 NG0365
 NG0365_MARKER: DV = VERTICAL CONTROL DISK
 NG0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0365_SP_SET: BUILDING
 NG0365_STAMPING: A 138 1972
 NG0365_MARK LOGO: NGS
 NG0365_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0365+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 NG0365
 NG0365  HISTORY     - Date     Condition        Report By
 NG0365  HISTORY     - 1972     MONUMENTED       NGS
 NG0365  HISTORY     - 1989     GOOD             USPSQD
 NG0365  HISTORY     - 1990     GOOD             USPSQD
 NG0365  HISTORY     - 20000226 GOOD             USPSQD
 NG0365  HISTORY     - 20010301 GOOD             WIDT
 NG0365  HISTORY     - 20030913 GOOD             USPSQD
 NG0365  HISTORY     - 20060628 GOOD             WIDT
 NG0365
 NG0365                          STATION DESCRIPTION
 NG0365
 NG0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0365'AT RACINE.
 NG0365'AT RACINE, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF MAIN
 NG0365'STREET AND 6TH STREET, AT THE SOUTH END OF THE STEPS THAT LEAD
 NG0365'TO THE MAIN STREET ENTRANCE OF THE POST OFFICE, SET IN THE TOP
 NG0365'OF A 3.5 FOOT WIDE STONE WALL, 72 FEET SOUTH OF THE SOUTH CURB
 NG0365'OF 6TH STREET, 21 FEET EAST OF THE EAST CURB OF MAIN STREET,
 NG0365'0.8 FEET WEST OF THE WEST FACE OF THE SECOND PILLAR FROM THE
 NG0365'SOUTH END OF A ROW OF PILLARS ALONG THE FRONT OF THE POST OFFICE,
 NG0365'AND ABOUT 6 FEET ABOVE THE LEVEL OF MAIN STREET.  SEC 9, T3N,
 NG0365'R23E
 NG0365
 NG0365                          STATION RECOVERY (1989)
 NG0365
 NG0365'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NG0365'RECOVERED IN GOOD CONDITION.
 NG0365
 NG0365                          STATION RECOVERY (1990)
 NG0365
 NG0365'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0365'RECOVERED IN GOOD CONDITION.
 NG0365
 NG0365                          STATION RECOVERY (2000)
 NG0365
 NG0365'RECOVERY NOTE BY US POWER SQUADRON 2000
 NG0365'RECOVERED IN GOOD CONDITION.
 NG0365
 NG0365                          STATION RECOVERY (2001)
 NG0365
 NG0365'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0365'THE STATION IS LOCATED IN RACINE.  OWNERSHIP--US POSTAL SERVICE --603
 NG0365'MAIN STREET--.    THE STATION IS SET IN THE TOP OF THE SOUTH 1 OF 2
 NG0365'STONE WALLS OF STEPS AT THE WEST ENTRANCE TO THE US POST OFFICE
 NG0365'BUILDING. THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 NG0365'MARK DISK SET IN THE TOP OF A STONE WALL AND ABOUT 1.5 M ABOVE THE
 NG0365'STREET PAVEMENT.  THE STATION IS 1.6 M EAST OF THE WEST END OF THE
 NG0365'SOUTH 1 OF 2 STONE WALLS OF STEPS TO THE WEST ENTRANCE OF THE POST
 NG0365'OFFICE --603 MAIN STREET--, 0.9 M SOUTH OF THE NORTH EDGE OF THE
 NG0365'SOUTH 1 OF 2 STONE WALLS OF STEPS TO THE WEST ENTRANCE OF POST OFFICE
 NG0365'AND 0.3 M NORTH OF THE SOUTH EDGE OF THE SOUTH 1 OF 2 STONE WALLS OF
 NG0365'STEPS TO THE WEST ENTRANCE OF THE POST OFFICE. ---NOTE---THIS STATION
 NG0365'IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE POST OFFICE
 NG0365'OBSTRUCTING THE STATION.
 NG0365
 NG0365                          STATION RECOVERY (2003)
 NG0365
 NG0365'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NG0365'RECOVERED IN GOOD CONDITION.
 NG0365
 NG0365                          STATION RECOVERY (2006)
 NG0365
 NG0365'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 NG0365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0229 ***********************************************************************
 QM0229  DESIGNATION -  A 14
 QM0229  PID         -  QM0229
 QM0229  STATE/COUNTY-  WI/ONEIDA
 QM0229  COUNTRY     -  US
 QM0229  USGS QUAD   -  MCNAUGHTON (2018)
 QM0229
 QM0229                         *CURRENT SURVEY CONTROL
 QM0229  ______________________________________________________________________
 QM0229* NAD 83(1986) POSITION- 45 40 53.85   (N) 089 30 12.23   (W)   HD_HELD1
 QM0229* NAVD 88 ORTHO HEIGHT -   483.692 (meters)     1586.91  (feet) ADJUSTED
 QM0229  ______________________________________________________________________
 QM0229  GEOID HEIGHT    -        -31.728 (meters)                     GEOID18
 QM0229  DYNAMIC HEIGHT  -        483.673 (meters)     1586.85  (feet) COMP
 QM0229  MODELED GRAVITY -    980,560.6   (mgal)                       NAVD 88
 QM0229
 QM0229  VERT ORDER      -  FIRST     CLASS II
 QM0229
 QM0229.The horizontal coordinates were determined by differentially corrected
 QM0229.hand held GPS observations or other comparable positioning techniques
 QM0229.and have an estimated accuracy of +/- 3 meters.
 QM0229
 QM0229.The orthometric height was determined by differential leveling and
 QM0229.adjusted by the NATIONAL GEODETIC SURVEY
 QM0229.in June 1991.
 QM0229
 QM0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0229.GEOID18 height accuracy estimate available here.
 QM0229
 QM0229.Click photographs - Photos may exist for this station.
 QM0229
 QM0229.The dynamic height is computed by dividing the NAVD 88
 QM0229.geopotential number by the normal gravity value computed on the
 QM0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0229.degrees latitude (g = 980.6199 gals.).
 QM0229
 QM0229.The modeled gravity was interpolated from observed gravity values.
 QM0229
 QM0229;                    North         East    Units  Estimated Accuracy
 QM0229;SPC WI N     -    57,355.3     638,687.5     MT  (+/- 3 meters HH1 GPS) 
 QM0229
 QM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0504861722(NAD 83)
 QM0229
 QM0229                          SUPERSEDED SURVEY CONTROL
 QM0229
 QM0229  NGVD 29 (??/??/92)  483.688  (m)         1586.90   (f) ADJ UNCH    1 2
 QM0229
 QM0229.Superseded values are not recommended for survey control.
 QM0229
 QM0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0229.See file dsdata.pdf to determine how the superseded data were derived.
 QM0229
 QM0229_MARKER: DB = BENCH MARK DISK
 QM0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0229_STAMPING: A 14 1934
 QM0229_MARK LOGO: CGS
 QM0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0229+STABILITY: SURFACE MOTION
 QM0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0229+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 QM0229
 QM0229  HISTORY     - Date     Condition        Report By
 QM0229  HISTORY     - 1934     MONUMENTED       CGS
 QM0229  HISTORY     - 1982     MARK NOT FOUND   NGS
 QM0229  HISTORY     - 20051004 GOOD             WIDT
 QM0229
 QM0229                          STATION DESCRIPTION
 QM0229
 QM0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0229'1.2 MI SE FROM NEWBOLD.
 QM0229'ALONG THE C. AND N.W. R.R.  12 MILES S.E. OF NEWBOLD STATION,
 QM0229'MARK IS 11 YDS. N.E. OF CENTER OF TRACK AND 25 YDS. S.E.
 QM0229'OF COUNTY ROAD CROSSING, 1 HALF MILE S.E. OF MILE POST 261.
 QM0229
 QM0229                          STATION RECOVERY (1982)
 QM0229
 QM0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QM0229'NOT RECOVERED.  LEVEL LINE REROUTED ALONG HIGHWAY 47.
 QM0229
 QM0229                          STATION RECOVERY (2005)
 QM0229
 QM0229'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0229'RECOVERED IN GOOD CONDITION. ADD THE STATION IS 24.7 M SOUTH OF THE
 QM0229'CENTERLINE OF LAKE MILDRED ROAD, 11.3 M EAST OF THE CENTERLINE OF THE
 QM0229'OLD RAILROAD BED, NOW OCCUPIED AS A DRIVEWAY FOR THE RESIDENCE AT 6563
 QM0229'LAKE MILDRED ROAD, 1.0 M NORTH OF AN ORANGE FIBERGLASS WITNESS POST,
 QM0229'AND PROTRUDES 30 CM ABOVE THE ADJACENT GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0397 ***********************************************************************
 RM0397  DESIGNATION -  A 146
 RM0397  PID         -  RM0397
 RM0397  STATE/COUNTY-  WI/WASHBURN
 RM0397  COUNTRY     -  US
 RM0397  USGS QUAD   -  MINONG (2018)
 RM0397
 RM0397                         *CURRENT SURVEY CONTROL
 RM0397  ______________________________________________________________________
 RM0397* NAD 83(1986) POSITION- 46 06 02.     (N) 091 48 32.     (W)   SCALED
 RM0397* NAVD 88 ORTHO HEIGHT -   325.567 (meters)     1068.13  (feet) ADJUSTED
 RM0397  ______________________________________________________________________
 RM0397  GEOID HEIGHT    -        -27.254 (meters)                     GEOID18
 RM0397  DYNAMIC HEIGHT  -        325.596 (meters)     1068.23  (feet) COMP
 RM0397  MODELED GRAVITY -    980,691.9   (mgal)                       NAVD 88
 RM0397
 RM0397  VERT ORDER      -  FIRST     CLASS II
 RM0397
 RM0397.The horizontal coordinates were scaled from a map and have
 RM0397.an estimated accuracy of +/- 6 seconds.
 RM0397
 RM0397.The orthometric height was determined by differential leveling and
 RM0397.adjusted by the NATIONAL GEODETIC SURVEY
 RM0397.in June 1991.
 RM0397
 RM0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0397.GEOID18 height accuracy estimate available here.
 RM0397
 RM0397.Click photographs - Photos may exist for this station.
 RM0397
 RM0397.The dynamic height is computed by dividing the NAVD 88
 RM0397.geopotential number by the normal gravity value computed on the
 RM0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0397.degrees latitude (g = 980.6199 gals.).
 RM0397
 RM0397.The modeled gravity was interpolated from observed gravity values.
 RM0397
 RM0397;                    North         East    Units  Estimated Accuracy
 RM0397;SPC WI N     -   105,390.      460,150.      MT  (+/- 180 meters Scaled)
 RM0397
 RM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM920059(NAD 83)
 RM0397
 RM0397                          SUPERSEDED SURVEY CONTROL
 RM0397
 RM0397.No superseded survey control is available for this station.
 RM0397
 RM0397_MARKER: DV = VERTICAL CONTROL DISK
 RM0397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0397_STAMPING: A 146 1979
 RM0397_MARK LOGO: NGS
 RM0397_PROJECTION: FLUSH
 RM0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0397_ROD/PIPE-DEPTH: 13.7 meters
 RM0397
 RM0397  HISTORY     - Date     Condition        Report By
 RM0397  HISTORY     - 1979     MONUMENTED       NGS
 RM0397  HISTORY     - 20041118 MARK NOT FOUND   WIDT
 RM0397  HISTORY     - 20081016 MARK NOT FOUND   WIDT
 RM0397
 RM0397                          STATION DESCRIPTION
 RM0397
 RM0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0397'0.9 MI EAST FROM MINONG.
 RM0397'0.9 MILE EAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF U.S. HIGHWAY
 RM0397'53 IN MINONG, AT THE NORTHEAST CORNER OF THE JUNCTION OF GREENWOOD
 RM0397'ROAD, 36.0 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY, 70.0 FT. EAST
 RM0397'OF THE CENTERLINE OF THE ROAD, 47.0 FT. EAST-NORTHEAST OF A POWERLINE
 RM0397'POLE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 RM0397'4-INCH PLASTIC SCREW PLUG.
 RM0397'THE MARK IS 2 FT  W FROM A WITNESS POST.
 RM0397'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 RM0397
 RM0397                          STATION RECOVERY (2004)
 RM0397
 RM0397'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0397'MARK NOT FOUND.
 RM0397
 RM0397                          STATION RECOVERY (2008)
 RM0397
 RM0397'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 RM0397'THE STATION WAS NOT FOUND.  THE DISTANCES DESCRIBED IN 1979 PLACE THE
 RM0397'STATION BELOW THE HIGHWAY PAVEMENT.  THE POWER POLES HAVE BEEN
 RM0397'REPLACED.  IT APPEARS AS THOUGH THE HIGHWAY AND DITCHES HAVE BEEN
 RM0397'MODIFIED POSSIBLY REMOVING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0345 ***********************************************************************
 QN0345  DESIGNATION -  A 147
 QN0345  PID         -  QN0345
 QN0345  STATE/COUNTY-  WI/SAWYER
 QN0345  COUNTRY     -  US
 QN0345  USGS QUAD   -  RESERVE (2019)
 QN0345
 QN0345                         *CURRENT SURVEY CONTROL
 QN0345  ______________________________________________________________________
 QN0345* NAD 83(1986) POSITION- 45 55 27.52   (N) 091 29 40.47   (W)   HD_HELD1
 QN0345* NAVD 88 ORTHO HEIGHT -   402.321 (meters)     1319.95  (feet) ADJUSTED
 QN0345  ______________________________________________________________________
 QN0345  GEOID HEIGHT    -        -29.191 (meters)                     GEOID18
 QN0345  DYNAMIC HEIGHT  -        402.310 (meters)     1319.91  (feet) COMP
 QN0345  MODELED GRAVITY -    980,577.7   (mgal)                       NAVD 88
 QN0345
 QN0345  VERT ORDER      -  FIRST     CLASS II
 QN0345
 QN0345.The horizontal coordinates were determined by differentially corrected
 QN0345.hand held GPS observations or other comparable positioning techniques
 QN0345.and have an estimated accuracy of +/- 3 meters.
 QN0345
 QN0345.The orthometric height was determined by differential leveling and
 QN0345.adjusted by the NATIONAL GEODETIC SURVEY
 QN0345.in June 1991.
 QN0345
 QN0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0345.GEOID18 height accuracy estimate available here.
 QN0345
 QN0345.Click photographs - Photos may exist for this station.
 QN0345
 QN0345.The dynamic height is computed by dividing the NAVD 88
 QN0345.geopotential number by the normal gravity value computed on the
 QN0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0345.degrees latitude (g = 980.6199 gals.).
 QN0345
 QN0345.The modeled gravity was interpolated from observed gravity values.
 QN0345
 QN0345;                    North         East    Units  Estimated Accuracy
 QN0345;SPC WI N     -    85,298.1     484,079.7     MT  (+/- 3 meters HH1 GPS) 
 QN0345
 QN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1672686739(NAD 83)
 QN0345
 QN0345                          SUPERSEDED SURVEY CONTROL
 QN0345
 QN0345.No superseded survey control is available for this station.
 QN0345
 QN0345_MARKER: DV = VERTICAL CONTROL DISK
 QN0345_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0345_STAMPING: A 147 1979
 QN0345_MARK LOGO: NGS
 QN0345_PROJECTION: FLUSH
 QN0345_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0345_ROD/PIPE-DEPTH: 9.14 meters
 QN0345
 QN0345  HISTORY     - Date     Condition        Report By
 QN0345  HISTORY     - 1979     MONUMENTED       NGS
 QN0345
 QN0345                          STATION DESCRIPTION
 QN0345
 QN0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0345'6.1 MI SOUTH FROM HAYWARD.
 QN0345'6.1 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF U.S.
 QN0345'HIGHWAY 63 IN HAYWARD, 66.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY,
 QN0345'37.0 FT. SOUTH OF THE CENTER OF A DIRT ROAD LEADING NORTHEAST AND UP A
 QN0345'HILL, 70.0 FT.  SOUTH-SOUTHWEST OF THE NORTH END OF A METAL GATE,
 QN0345'6.0 FT. NORTH OF A 42-INCH PINE TREE.
 QN0345'THE MARK IS 2 FT  W FROM A WITNESS POST.
 QN0345'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0306 ***********************************************************************
 QN0306  DESIGNATION -  A 148
 QN0306  PID         -  QN0306
 QN0306  STATE/COUNTY-  WI/RUSK
 QN0306  COUNTRY     -  US
 QN0306  USGS QUAD   -  CRANE (2018)
 QN0306
 QN0306                         *CURRENT SURVEY CONTROL
 QN0306  ______________________________________________________________________
 QN0306* NAD 83(1986) POSITION- 45 31 52.     (N) 091 12 57.     (W)   SCALED
 QN0306* NAVD 88 ORTHO HEIGHT -   349.377 (meters)     1146.25  (feet) ADJUSTED
 QN0306  ______________________________________________________________________
 QN0306  GEOID HEIGHT    -        -30.314 (meters)                     GEOID18
 QN0306  DYNAMIC HEIGHT  -        349.359 (meters)     1146.19  (feet) COMP
 QN0306  MODELED GRAVITY -    980,555.2   (mgal)                       NAVD 88
 QN0306
 QN0306  VERT ORDER      -  FIRST     CLASS II
 QN0306
 QN0306.The horizontal coordinates were scaled from a map and have
 QN0306.an estimated accuracy of +/- 6 seconds.
 QN0306
 QN0306.The orthometric height was determined by differential leveling and
 QN0306.adjusted by the NATIONAL GEODETIC SURVEY
 QN0306.in June 1991.
 QN0306
 QN0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0306.GEOID18 height accuracy estimate available here.
 QN0306
 QN0306.Click photographs - Photos may exist for this station.
 QN0306
 QN0306.The dynamic height is computed by dividing the NAVD 88
 QN0306.geopotential number by the normal gravity value computed on the
 QN0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0306.degrees latitude (g = 980.6199 gals.).
 QN0306
 QN0306.The modeled gravity was interpolated from observed gravity values.
 QN0306
 QN0306;                    North         East    Units  Estimated Accuracy
 QN0306;SPC WI C     -   189,370.      505,030.      MT  (+/- 180 meters Scaled)
 QN0306
 QN0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL393435(NAD 83)
 QN0306
 QN0306                          SUPERSEDED SURVEY CONTROL
 QN0306
 QN0306.No superseded survey control is available for this station.
 QN0306
 QN0306_MARKER: DV = VERTICAL CONTROL DISK
 QN0306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0306_STAMPING: A 148 1979
 QN0306_MARK LOGO: NGS
 QN0306_PROJECTION: FLUSH
 QN0306_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0306+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 QN0306_ROD/PIPE-DEPTH: 7.62 meters
 QN0306
 QN0306  HISTORY     - Date     Condition        Report By
 QN0306  HISTORY     - 1979     MONUMENTED       NGS
 QN0306  HISTORY     - 20051201 GOOD             WIDT
 QN0306
 QN0306                          STATION DESCRIPTION
 QN0306
 QN0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0306'2.05 MI SE FROM IMALONE.
 QN0306'2.05 MILES SOUTHEAST ALONG COUNTY ROAD A FROM THE JUNCTION OF STATE
 QN0306'HIGHWAY 40 IN IMALONE, 34.9 FT. EAST OF THE CENTERLINE OF THE ROAD,
 QN0306'274 FT. SOUTH OF A FARM ROAD LEADING EAST, 198 FT. SOUTH OF A FENCE
 QN0306'CORNER POST AND TELEPHONE CABLE JUNCTION BOX, 3.4 FT. NORTH OF A
 QN0306'POWERLINE POLE.
 QN0306'THE MARK IS 2.7 FT  S FROM A WITNESS POST.
 QN0306
 QN0306                          STATION RECOVERY (2005)
 QN0306
 QN0306'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0306'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 22.5 M SOUTH OF THE
 QN0306'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N6755--, 2.5 M NORTH OF
 QN0306'POWER POLE --11-27-- WITH ONE GUY WIRE, 0.7 M SOUTH OF A WHITE METAL
 QN0306'WITNESS POST, AND 1.0 M EAST, 1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF
 QN0306'THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- TREES TO THE NORTHWEST
 QN0306'EXTEND TO 50 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0369 ***********************************************************************
 QN0369  DESIGNATION -  A 149
 QN0369  PID         -  QN0369
 QN0369  STATE/COUNTY-  WI/BARRON
 QN0369  COUNTRY     -  US
 QN0369  USGS QUAD   -  STRICKLAND (2018)
 QN0369
 QN0369                         *CURRENT SURVEY CONTROL
 QN0369  ______________________________________________________________________
 QN0369* NAD 83(1986) POSITION- 45 24 28.     (N) 091 34 53.     (W)   SCALED
 QN0369* NAVD 88 ORTHO HEIGHT -   391.867 (meters)     1285.65  (feet) ADJUSTED
 QN0369  ______________________________________________________________________
 QN0369  GEOID HEIGHT    -        -30.242 (meters)                     GEOID18
 QN0369  DYNAMIC HEIGHT  -        391.838 (meters)     1285.56  (feet) COMP
 QN0369  MODELED GRAVITY -    980,529.5   (mgal)                       NAVD 88
 QN0369
 QN0369  VERT ORDER      -  SECOND    CLASS I
 QN0369
 QN0369.The horizontal coordinates were scaled from a map and have
 QN0369.an estimated accuracy of +/- 6 seconds.
 QN0369
 QN0369.The orthometric height was determined by differential leveling and
 QN0369.adjusted by the WI DEPT OF TRANSP
 QN0369.in May 2012.
 QN0369
 QN0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0369.GEOID18 height accuracy estimate available here.
 QN0369
 QN0369.Click photographs - Photos may exist for this station.
 QN0369
 QN0369.The dynamic height is computed by dividing the NAVD 88
 QN0369.geopotential number by the normal gravity value computed on the
 QN0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0369.degrees latitude (g = 980.6199 gals.).
 QN0369
 QN0369.The modeled gravity was interpolated from observed gravity values.
 QN0369
 QN0369;                    North         East    Units  Estimated Accuracy
 QN0369;SPC WI C     -   176,160.      476,210.      MT  (+/- 180 meters Scaled)
 QN0369
 QN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL110292(NAD 83)
 QN0369
 QN0369                          SUPERSEDED SURVEY CONTROL
 QN0369
 QN0369  NAVD 88 (06/15/91)  391.862  (m)         1285.63   (f) SUPERSEDED  1 2
 QN0369
 QN0369.Superseded values are not recommended for survey control.
 QN0369
 QN0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0369.See file dsdata.pdf to determine how the superseded data were derived.
 QN0369
 QN0369_MARKER: I = METAL ROD
 QN0369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0369_STAMPING: A 149 1980
 QN0369_MARK LOGO: NGS
 QN0369_PROJECTION: FLUSH
 QN0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0369+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2008
 QN0369_ROD/PIPE-DEPTH: 8.5 meters
 QN0369
 QN0369  HISTORY     - Date     Condition        Report By
 QN0369  HISTORY     - 1980     MONUMENTED       NGS
 QN0369  HISTORY     - 20050927 GOOD             WIDT
 QN0369  HISTORY     - 20080820 GOOD             WIDT
 QN0369
 QN0369                          STATION DESCRIPTION
 QN0369
 QN0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0369'13.0 KM EAST FROM CAMERON.
 QN0369'13.0 KM (8.1 MI) EAST ALONG U.S. HIGHWAY 8 FROM THE POST OFFICE IN
 QN0369'CAMERON, ALSO 13.8 KM (8.55 MI) WEST ALONG U.S. HIGHWAY 8 FROM
 QN0369'JUNCTION OF COUNTY ROAD F IN WEYERHAUSER, IN LINE WITH OVERHEAD HIGH
 QN0369'VOLTAGE POWERLINES, 22.5 M (74.2 FT) SOUTH OF THE CENTERLINE OF THE
 QN0369'HIGHWAY, 1.8 M (6.0 FT) EAST OF POWERLINE POLE NUMBER 375, 13.6 M
 QN0369'(45.0 FT) EAST OF A GUYED POWERLINE POLE WITH A TRANSFORMER, 0.3 M
 QN0369'(1.0 FT) NORTH OF A FENCE.
 QN0369'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 QN0369'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 QN0369
 QN0369                          STATION RECOVERY (2005)
 QN0369
 QN0369'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0369'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 16.2 M WEST OF THE
 QN0369'EXTENDED CENTERLINE OF PRIVATE ENTRANCE TO --2806--, 0.4 M WEST OF A
 QN0369'STEEL WITNESS POST, AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M
 QN0369'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  --NOTE-- THE VISIBLE
 QN0369'OBSTRUCTIONS AT THIS STATION ARE TREES IN THE SOUTHEAST QUADRANT
 QN0369'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 QN0369
 QN0369                          STATION RECOVERY (2008)
 QN0369
 QN0369'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 QN0369'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0035 ***********************************************************************
 QN0035  DESIGNATION -  A 15
 QN0035  PID         -  QN0035
 QN0035  STATE/COUNTY-  WI/PRICE
 QN0035  COUNTRY     -  US
 QN0035  USGS QUAD   -  BLOCKHOUSE LAKE (2018)
 QN0035
 QN0035                         *CURRENT SURVEY CONTROL
 QN0035  ______________________________________________________________________
 QN0035* NAD 83(1986) POSITION- 45 53 12.     (N) 090 21 42.     (W)   SCALED
 QN0035* NAVD 88 ORTHO HEIGHT -   452.117 (meters)     1483.32  (feet) ADJUSTED
 QN0035  ______________________________________________________________________
 QN0035  GEOID HEIGHT    -        -30.638 (meters)                     GEOID18
 QN0035  DYNAMIC HEIGHT  -        452.102 (meters)     1483.27  (feet) COMP
 QN0035  MODELED GRAVITY -    980,567.9   (mgal)                       NAVD 88
 QN0035
 QN0035  VERT ORDER      -  SECOND    CLASS 0
 QN0035
 QN0035.The horizontal coordinates were scaled from a map and have
 QN0035.an estimated accuracy of +/- 6 seconds.
 QN0035
 QN0035.The orthometric height was determined by differential leveling and
 QN0035.adjusted by the NATIONAL GEODETIC SURVEY
 QN0035.in June 1991.
 QN0035
 QN0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0035.GEOID18 height accuracy estimate available here.
 QN0035
 QN0035.Click photographs - Photos may exist for this station.
 QN0035
 QN0035.The dynamic height is computed by dividing the NAVD 88
 QN0035.geopotential number by the normal gravity value computed on the
 QN0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0035.degrees latitude (g = 980.6199 gals.).
 QN0035
 QN0035.The modeled gravity was interpolated from observed gravity values.
 QN0035
 QN0035;                    North         East    Units  Estimated Accuracy
 QN0035;SPC WI N     -    80,090.      571,930.      MT  (+/- 180 meters Scaled)
 QN0035
 QN0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL047848(NAD 83)
 QN0035
 QN0035                          SUPERSEDED SURVEY CONTROL
 QN0035
 QN0035  NGVD 29 (??/??/92)  452.106  (m)         1483.28   (f) ADJ UNCH    2 0
 QN0035
 QN0035.Superseded values are not recommended for survey control.
 QN0035
 QN0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0035.See file dsdata.pdf to determine how the superseded data were derived.
 QN0035
 QN0035_MARKER: DB = BENCH MARK DISK
 QN0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0035_STAMPING: A 15 1934
 QN0035_MARK LOGO: CGS
 QN0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0035+STABILITY: SURFACE MOTION
 QN0035
 QN0035  HISTORY     - Date     Condition        Report By
 QN0035  HISTORY     - 1934     MONUMENTED       CGS
 QN0035  HISTORY     - 1966     MARK NOT FOUND   USGS
 QN0035  HISTORY     - 20041013 MARK NOT FOUND   WIDT
 QN0035
 QN0035                          STATION DESCRIPTION
 QN0035
 QN0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0035'3.1 MI E FROM FIFIELD.
 QN0035'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 70 FROM FIFIELD, PRICE
 QN0035'COUNTY, 18 FEET WEST OF THE CENTER LINE OF THE DRIVE LEADING
 QN0035'TO THE ENTRANCE OF THE PRICE COUNTY FUR FARM, AND 22 FEET NORTH
 QN0035'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 QN0035'A 15 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0035
 QN0035                          STATION RECOVERY (1966)
 QN0035
 QN0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QN0035'MARK NOT FOUND.
 QN0035
 QN0035                          STATION RECOVERY (2004)
 QN0035
 QN0035'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0399 ***********************************************************************
 RM0399  DESIGNATION -  A 150
 RM0399  PID         -  RM0399
 RM0399  STATE/COUNTY-  WI/WASHBURN
 RM0399  COUNTRY     -  US
 RM0399  USGS QUAD   -  MINONG (2018)
 RM0399
 RM0399                         *CURRENT SURVEY CONTROL
 RM0399  ______________________________________________________________________
 RM0399* NAD 83(1986) POSITION- 46 06 47.9    (N) 091 49 26.6    (W)   HD_HELD2
 RM0399* NAVD 88 ORTHO HEIGHT -   317.784 (meters)     1042.60  (feet) ADJUSTED
 RM0399  ______________________________________________________________________
 RM0399  GEOID HEIGHT    -        -27.177 (meters)                     GEOID18
 RM0399  DYNAMIC HEIGHT  -        317.812 (meters)     1042.69  (feet) COMP
 RM0399  MODELED GRAVITY -    980,695.0   (mgal)                       NAVD 88
 RM0399
 RM0399  VERT ORDER      -  FIRST     CLASS II
 RM0399
 RM0399.The horizontal coordinates were established by autonomous hand held GPS
 RM0399.observations and have an estimated accuracy of +/- 10 meters.
 RM0399
 RM0399.The orthometric height was determined by differential leveling and
 RM0399.adjusted by the NATIONAL GEODETIC SURVEY
 RM0399.in June 1991.
 RM0399
 RM0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0399.GEOID18 height accuracy estimate available here.
 RM0399
 RM0399.Click photographs - Photos may exist for this station.
 RM0399
 RM0399.The dynamic height is computed by dividing the NAVD 88
 RM0399.geopotential number by the normal gravity value computed on the
 RM0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0399.degrees latitude (g = 980.6199 gals.).
 RM0399
 RM0399.The modeled gravity was interpolated from observed gravity values.
 RM0399
 RM0399;                    North         East    Units  Estimated Accuracy
 RM0399;SPC WI N     -   106,832.      459,011.      MT  (+/- 10 meters HH2 GPS)
 RM0399
 RM0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9086907308(NAD 83)
 RM0399
 RM0399                          SUPERSEDED SURVEY CONTROL
 RM0399
 RM0399.No superseded survey control is available for this station.
 RM0399
 RM0399_MARKER: DV = VERTICAL CONTROL DISK
 RM0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0399_STAMPING: A 150 1979
 RM0399_MARK LOGO: NGS
 RM0399_PROJECTION: FLUSH
 RM0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0399_ROD/PIPE-DEPTH: 13.7 meters
 RM0399
 RM0399  HISTORY     - Date     Condition        Report By
 RM0399  HISTORY     - 1979     MONUMENTED       NGS
 RM0399  HISTORY     - 1983     GOOD             NGS
 RM0399  HISTORY     - 20041118 MARK NOT FOUND   WIDT
 RM0399
 RM0399                          STATION DESCRIPTION
 RM0399
 RM0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0399'0.9 MI NORTH FROM MINONG.
 RM0399'0.9 MILE NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY ROAD
 RM0399'77 IN MINONG, AT THE JUNCTION OF AN OLD TRACK ROAD LEADING SOUTHEAST,
 RM0399'122 FT. SOUTH OF A POWERLINE POLE WITH A GUY WIRE, 89.5 FT. EAST OF
 RM0399'THE CENTERLINE OF THE HIGHWAY, 24.5 FT. NORTHEAST OF THE CENTERLINE OF
 RM0399'THE ROAD.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RM0399'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0399'THE MARK IS 1 FT  W FROM A WITNESS POST.
 RM0399'THE MARK IS 2 FT BELOW THE HIGHWAY.
 RM0399
 RM0399                          STATION RECOVERY (1983)
 RM0399
 RM0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RM0399'RECOVERED IN GOOD CONDITION.
 RM0399
 RM0399                          STATION RECOVERY (2004)
 RM0399
 RM0399'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0399'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0432 ***********************************************************************
 RM0432  DESIGNATION -  A 151
 RM0432  PID         -  RM0432
 RM0432  STATE/COUNTY-  WI/DOUGLAS
 RM0432  COUNTRY     -  US
 RM0432  USGS QUAD   -  BENNETT (2018)
 RM0432
 RM0432                         *CURRENT SURVEY CONTROL
 RM0432  ______________________________________________________________________
 RM0432* NAD 83(1986) POSITION- 46 27 36.5    (N) 091 49 16.4    (W)   HD_HELD2
 RM0432* NAVD 88 ORTHO HEIGHT -   372.909 (meters)     1223.45  (feet) ADJUSTED
 RM0432  ______________________________________________________________________
 RM0432  GEOID HEIGHT    -        -27.331 (meters)                     GEOID18
 RM0432  DYNAMIC HEIGHT  -        372.951 (meters)     1223.59  (feet) COMP
 RM0432  MODELED GRAVITY -    980,716.6   (mgal)                       NAVD 88
 RM0432
 RM0432  VERT ORDER      -  FIRST     CLASS II
 RM0432
 RM0432.The horizontal coordinates were established by autonomous hand held GPS
 RM0432.observations and have an estimated accuracy of +/- 10 meters.
 RM0432
 RM0432.The orthometric height was determined by differential leveling and
 RM0432.adjusted by the NATIONAL GEODETIC SURVEY
 RM0432.in June 1991.
 RM0432
 RM0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0432.GEOID18 height accuracy estimate available here.
 RM0432
 RM0432.Click photographs - Photos may exist for this station.
 RM0432
 RM0432.The dynamic height is computed by dividing the NAVD 88
 RM0432.geopotential number by the normal gravity value computed on the
 RM0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0432.degrees latitude (g = 980.6199 gals.).
 RM0432
 RM0432.The modeled gravity was interpolated from observed gravity values.
 RM0432
 RM0432;                    North         East    Units  Estimated Accuracy
 RM0432;SPC WI N     -   145,368.      460,114.      MT  (+/- 10 meters HH2 GPS)
 RM0432
 RM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9051545849(NAD 83)
 RM0432
 RM0432                          SUPERSEDED SURVEY CONTROL
 RM0432
 RM0432.No superseded survey control is available for this station.
 RM0432
 RM0432_MARKER: DV = VERTICAL CONTROL DISK
 RM0432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0432_STAMPING: A 151 1979
 RM0432_MARK LOGO: NGS
 RM0432_PROJECTION: RECESSED 10 CENTIMETERS
 RM0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0432_ROD/PIPE-DEPTH: 7.62 meters
 RM0432
 RM0432  HISTORY     - Date     Condition        Report By
 RM0432  HISTORY     - 1979     MONUMENTED       NGS
 RM0432  HISTORY     - 1987     GOOD             USPSQD
 RM0432  HISTORY     - 19920817 GOOD             USPSQD
 RM0432  HISTORY     - 20041202 MARK NOT FOUND   WIDT
 RM0432
 RM0432                          STATION DESCRIPTION
 RM0432
 RM0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0432'7.75 MI NORTH FROM SOLON SPRINGS.
 RM0432'7.75 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY
 RM0432'ROAD A IN SOLON SPRINGS, AT THE JUNCTION OF NORTH BENNET ROAD, ALSO
 RM0432'1.3 MILES EAST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0432'RAILROAD CROSSING IN HAWTHORNE, THENCE 3.15 MILES SOUTH ALONG U.S.
 RM0432'HIGHWAY 53, 134 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 34.6 FT.
 RM0432'NORTH OF THE CENTERLINE OF THE ROAD, 3.0 FT. NORTH OF A POWERLINE
 RM0432'POLE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 RM0432'4-INCH PLASTIC SCREW PLUG.
 RM0432'THE MARK IS 1 FT  W FROM A WITNESS POST.
 RM0432'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 RM0432
 RM0432                          STATION RECOVERY (1987)
 RM0432
 RM0432'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 RM0432'RECOVERED IN GOOD CONDITION.
 RM0432
 RM0432                          STATION RECOVERY (1992)
 RM0432
 RM0432'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RM0432'RECOVERED IN GOOD CONDITION.
 RM0432
 RM0432                          STATION RECOVERY (2004)
 RM0432
 RM0432'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0432'HIGHWAY REDONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1088 ***********************************************************************
 RN1088  DESIGNATION -  A 152
 RN1088  PID         -  RN1088
 RN1088  STATE/COUNTY-  WI/DOUGLAS
 RN1088  COUNTRY     -  US
 RN1088  USGS QUAD   -  SUPERIOR (2018)
 RN1088
 RN1088                         *CURRENT SURVEY CONTROL
 RN1088  ______________________________________________________________________
 RN1088* NAD 83(1986) POSITION- 46 38 54.05   (N) 092 03 59.85   (W)   HD_HELD1
 RN1088* NAVD 88 ORTHO HEIGHT -   204.666 (meters)      671.48  (feet) ADJUSTED
 RN1088  ______________________________________________________________________
 RN1088  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 RN1088  DYNAMIC HEIGHT  -        204.689 (meters)      671.55  (feet) COMP
 RN1088  MODELED GRAVITY -    980,723.0   (mgal)                       NAVD 88
 RN1088
 RN1088  VERT ORDER      -  FIRST     CLASS II
 RN1088
 RN1088.The horizontal coordinates were determined by differentially corrected
 RN1088.hand held GPS observations or other comparable positioning techniques
 RN1088.and have an estimated accuracy of +/- 3 meters.
 RN1088
 RN1088.The orthometric height was determined by differential leveling and
 RN1088.adjusted by the NATIONAL GEODETIC SURVEY
 RN1088.in June 1991.
 RN1088
 RN1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1088.GEOID18 height accuracy estimate available here.
 RN1088
 RN1088.Click photographs - Photos may exist for this station.
 RN1088
 RN1088.The dynamic height is computed by dividing the NAVD 88
 RN1088.geopotential number by the normal gravity value computed on the
 RN1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1088.degrees latitude (g = 980.6199 gals.).
 RN1088
 RN1088.The modeled gravity was interpolated from observed gravity values.
 RN1088
 RN1088;                    North         East    Units  Estimated Accuracy
 RN1088;SPC WI N     -   166,743.4     441,813.4     MT  (+/- 3 meters HH1 GPS) 
 RN1088
 RN1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7142466510(NAD 83)
 RN1088
 RN1088                          SUPERSEDED SURVEY CONTROL
 RN1088
 RN1088.No superseded survey control is available for this station.
 RN1088
 RN1088_MARKER: DV = VERTICAL CONTROL DISK
 RN1088_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RN1088_STAMPING: A 152 1979
 RN1088_MARK LOGO: NGS
 RN1088_PROJECTION: RECESSED 10 CENTIMETERS
 RN1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1088+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1996
 RN1088_ROD/PIPE-DEPTH: 9.14 meters
 RN1088
 RN1088  HISTORY     - Date     Condition        Report By
 RN1088  HISTORY     - 1979     MONUMENTED       NGS
 RN1088  HISTORY     - 1982     GOOD             NGS
 RN1088  HISTORY     - 19960402 GOOD             NGS
 RN1088
 RN1088                          STATION DESCRIPTION
 RN1088
 RN1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RN1088'7.15 MI NORTH FROM SOUTH RANGE.
 RN1088'4.05 MILES WEST ALONG COUNTY ROAD C FROM THE JUNCTION OF COUNTY ROAD K
 RN1088'IN SOUTH RANGE, THENCE 3.1 MILES NORTH ALONG COUNTY ROAD A, IN THE
 RN1088'LAWN OF KOPPERS OFFICE BUILDING, 47.6 FT. WEST OF THE CENTERLINE OF
 RN1088'THE ROAD, 42.7 FT. NORTHWEST OF THE NORTH POLE OF A DOUBLE POWERLINE
 RN1088'POLE WITH FOUR TRANSFORMERS, 6.6 FT. NORTH OF THE NORTHWEST CORNER OF
 RN1088'THE BUILDING.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RN1088'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RN1088'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RN1088
 RN1088                          STATION RECOVERY (1982)
 RN1088
 RN1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RN1088'RECOVERED IN GOOD CONDITION.
 RN1088
 RN1088                          STATION RECOVERY (1996)
 RN1088
 RN1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RN1088'1.6 KM (1.00 MI) EASTERLY ALONG BELKNAP STREET AND LENROOT HIGHWAY
 RN1088'FROM THE POST OFFICE IN SUPERIOR, THENCE 10.7 KM (6.65 MI) SOUTHERLY
 RN1088'ALONG U.S. HIGHWAY 53, THENCE 6.5 KM (4.05 MI) WESTERLY ALONG COUNTY
 RN1088'ROAD Z, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG COUNTY ROAD A, 69.0 M
 RN1088'(226.4 FT) NORTH OF THE EXTENDED CENTER OF COUNTY ROAD Z, 14.4 M (47.2
 RN1088'FT) WEST OF THE ROAD CENTERLINE, 1.9 M (6.2 FT) NORTH OF THE NORTHEAST
 RN1088'CORNER OF AN OFFICE BUILDING, 0.9 M (3.0 FT) EAST OF THE CENTER OF THE
 RN1088'NORTH DOOR OF THE BUILDING, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 RN1088'ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED
 RN1088'0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO1391 ***********************************************************************
 QO1391  DESIGNATION -  A 153
 QO1391  PID         -  QO1391
 QO1391  STATE/COUNTY-  WI/POLK
 QO1391  COUNTRY     -  US
 QO1391  USGS QUAD   -  FOREST (2018)
 QO1391
 QO1391                         *CURRENT SURVEY CONTROL
 QO1391  ______________________________________________________________________
 QO1391* NAD 83(1986) POSITION- 45 14 03.     (N) 092 17 07.     (W)   SCALED
 QO1391* NAVD 88 ORTHO HEIGHT -   350.944 (meters)     1151.39  (feet) ADJUSTED
 QO1391  ______________________________________________________________________
 QO1391  GEOID HEIGHT    -        -30.111 (meters)                     GEOID18
 QO1391  DYNAMIC HEIGHT  -        350.901 (meters)     1151.25  (feet) COMP
 QO1391  MODELED GRAVITY -    980,483.1   (mgal)                       NAVD 88
 QO1391
 QO1391  VERT ORDER      -  SECOND    CLASS I
 QO1391
 QO1391.The horizontal coordinates were scaled from a map and have
 QO1391.an estimated accuracy of +/- 6 seconds.
 QO1391
 QO1391.The orthometric height was determined by differential leveling and
 QO1391.adjusted by the WI DEPT OF TRANSP
 QO1391.in May 2012.
 QO1391
 QO1391.No vertical observational check was made to the station.
 QO1391
 QO1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1391.GEOID18 height accuracy estimate available here.
 QO1391
 QO1391.Click photographs - Photos may exist for this station.
 QO1391
 QO1391.The dynamic height is computed by dividing the NAVD 88
 QO1391.geopotential number by the normal gravity value computed on the
 QO1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1391.degrees latitude (g = 980.6199 gals.).
 QO1391
 QO1391.The modeled gravity was interpolated from observed gravity values.
 QO1391
 QO1391;                    North         East    Units  Estimated Accuracy
 QO1391;SPC WI C     -   158,190.      420,580.      MT  (+/- 180 meters Scaled)
 QO1391
 QO1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL561092(NAD 83)
 QO1391
 QO1391                          SUPERSEDED SURVEY CONTROL
 QO1391
 QO1391  NAVD 88 (06/15/91)  350.949  (m)         1151.41   (f) SUPERSEDED  1 2
 QO1391
 QO1391.Superseded values are not recommended for survey control.
 QO1391
 QO1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1391.See file dsdata.pdf to determine how the superseded data were derived.
 QO1391
 QO1391_MARKER: I = METAL ROD
 QO1391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1391_STAMPING: A 153 1980
 QO1391_MARK LOGO: NGS
 QO1391_PROJECTION: FLUSH
 QO1391_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1391+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 QO1391_ROD/PIPE-DEPTH: 9.7 meters
 QO1391
 QO1391  HISTORY     - Date     Condition        Report By
 QO1391  HISTORY     - 1980     MONUMENTED       NGS
 QO1391  HISTORY     - 20051124 GOOD             USPSQD
 QO1391  HISTORY     - 20071010 GOOD             WIDT
 QO1391
 QO1391                          STATION DESCRIPTION
 QO1391
 QO1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1391'3.1 KM SOUTH FROM CLEAR LAKE.
 QO1391'3.1 KM (1.95 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1391'COUNTY ROAD JJ IN CLEAR LAKE, 2.1 KM (1.3 MI) SOUTH OF THE JUNCTION OF
 QO1391'COUNTY ROADS A AND K, ACROSS THE HIGHWAY FROM THE GAY-LOU DAIRY FARM
 QO1391'COW BARN, AT A HIGH VOLTAGE POWERLINE CROSSING, 16.2 M (53.4 FT) WEST
 QO1391'OF THE CENTERLINE OF THE HIGHWAY, 0.7 M (2.3 FT) WEST OF A GUYED
 QO1391'POWERLINE POLE.
 QO1391'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 QO1391'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 QO1391
 QO1391                          STATION RECOVERY (2005)
 QO1391
 QO1391'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO1391'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLE IS NUMBERED
 QO1391'--7433BB16-- AND THE BARN IS AT THE FARM AT FIRE NUMBER --174--.
 QO1391
 QO1391                          STATION RECOVERY (2007)
 QO1391
 QO1391'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO1391'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO1362 ***********************************************************************
 QO1362  DESIGNATION -  A 154
 QO1362  PID         -  QO1362
 QO1362  STATE/COUNTY-  WI/ST CROIX
 QO1362  COUNTRY     -  US
 QO1362  USGS QUAD   -  NEW RICHMOND SOUTH (2018)
 QO1362
 QO1362                         *CURRENT SURVEY CONTROL
 QO1362  ______________________________________________________________________
 QO1362* NAD 83(2011) POSITION- 45 05 49.48142(N) 092 32 16.13445(W)   ADJUSTED
 QO1362* NAD 83(2011) ELLIP HT-   275.676 (meters)        (06/27/12)   ADJUSTED
 QO1362* NAD 83(2011) EPOCH   -  2010.00
 QO1362* NAVD 88 ORTHO HEIGHT -   305.262 (meters)     1001.51  (feet) ADJUSTED
 QO1362  ______________________________________________________________________
 QO1362  GEOID HEIGHT    -        -29.584 (meters)                     GEOID18
 QO1362  NAD 83(2011) X  -   -199,703.811 (meters)                     COMP
 QO1362  NAD 83(2011) Y  - -4,505,726.870 (meters)                     COMP
 QO1362  NAD 83(2011) Z  -  4,495,165.870 (meters)                     COMP
 QO1362  LAPLACE CORR    -        -15.27  (seconds)                    DEFLEC18
 QO1362  DYNAMIC HEIGHT  -        305.229 (meters)     1001.41  (feet) COMP
 QO1362  MODELED GRAVITY -    980,500.7   (mgal)                       NAVD 88
 QO1362
 QO1362  VERT ORDER      -  SECOND    CLASS I
 QO1362
 QO1362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1362  Standards:
 QO1362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1362  -------------------------------------------------------------------
 QO1362  NETWORK    0.97   1.78           0.46   0.29   0.91     -0.09581162
 QO1362  -------------------------------------------------------------------
 QO1362  Click here for local accuracies and other accuracy information.
 QO1362
 QO1362.The horizontal coordinates were established by GPS observations
 QO1362.and adjusted by the National Geodetic Survey in June 2012.
 QO1362
 QO1362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1362.been affixed to the stable North American tectonic plate. See 
 QO1362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1362
 QO1362.The horizontal coordinates are valid at the epoch date displayed above
 QO1362.which is a decimal equivalence of Year/Month/Day.
 QO1362
 QO1362.The orthometric height was determined by differential leveling and
 QO1362.adjusted by the WI DEPT OF TRANSP
 QO1362.in May 2012.
 QO1362
 QO1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1362.GEOID18 height accuracy estimate available here.
 QO1362
 QO1362.Click photographs - Photos may exist for this station.
 QO1362
 QO1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1362
 QO1362.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1362
 QO1362.The ellipsoidal height was determined by GPS observations
 QO1362.and is referenced to NAD 83.
 QO1362
 QO1362.The dynamic height is computed by dividing the NAVD 88
 QO1362.geopotential number by the normal gravity value computed on the
 QO1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1362.degrees latitude (g = 980.6199 gals.).
 QO1362
 QO1362.The modeled gravity was interpolated from observed gravity values.
 QO1362
 QO1362. The following values were computed from the NAD 83(2011) position.
 QO1362
 QO1362;                    North         East     Units Scale Factor Converg.
 QO1362;SPC WI C     -   143,548.155   400,282.371   MT  0.99994812   -1 47 26.2
 QO1362;SPC WI C     -   470,957.57  1,313,259.75   sFT  0.99994812   -1 47 26.2
 QO1362;UTM  15      - 4,993,838.538   536,365.672   MT  0.99961626   +0 19 38.5
 QO1362
 QO1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1362!SPC WI C     -   0.99995678  x   0.99994812  =   0.99990490
 QO1362!UTM  15      -   0.99995678  x   0.99961626  =   0.99957306
 QO1362
 QO1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3636593838(NAD 83)
 QO1362
 QO1362                          SUPERSEDED SURVEY CONTROL
 QO1362
 QO1362  NAD 83(2007)-  45 05 49.48140(N)    092 32 16.13516(W) AD(2002.00) 0
 QO1362  ELLIP H (02/10/07)  275.704  (m)                       GP(2002.00)    
 QO1362  NAD 83(1997)-  45 05 49.48148(N)    092 32 16.13578(W) AD(       ) A
 QO1362  ELLIP H (04/28/99)  275.723  (m)                       GP(       ) 3 1
 QO1362  NAD 83(1991)-  45 05 49.48079(N)    092 32 16.13370(W) AD(       ) 1
 QO1362  ELLIP H (08/19/91)  275.773  (m)                       GP(       ) 4 1
 QO1362  NAVD 88             305.27   (m)         1001.5    (f) LEVELING    3  
 QO1362  NAVD 88 (06/15/91)  305.273  (m)         1001.55   (f) SUPERSEDED  1 2
 QO1362  NGVD 29             305.23   (m)         1001.4    (f) LEVELING    3  
 QO1362
 QO1362.Superseded values are not recommended for survey control.
 QO1362
 QO1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1362.See file dsdata.pdf to determine how the superseded data were derived.
 QO1362
 QO1362_MARKER: I = METAL ROD
 QO1362_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QO1362_STAMPING: A 154 1980
 QO1362_MARK LOGO: NGS
 QO1362_PROJECTION: RECESSED 5 CENTIMETERS
 QO1362_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1362+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 QO1362_ROD/PIPE-DEPTH: 10.9 meters
 QO1362_SLEEVE-DEPTH  : 6.0 meters
 QO1362
 QO1362  HISTORY     - Date     Condition        Report By
 QO1362  HISTORY     - 1980     MONUMENTED       NGS
 QO1362  HISTORY     - 19900719 GOOD             NGS
 QO1362  HISTORY     - 19971203 GOOD             NGS
 QO1362  HISTORY     - 20031116 GOOD             USPSQD
 QO1362  HISTORY     - 20041104 GOOD             GRWAS
 QO1362  HISTORY     - 20070717 GOOD             WIDT
 QO1362
 QO1362                          STATION DESCRIPTION
 QO1362
 QO1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1362'3.0 KM SOUTH FROM NEW RICHMOND.
 QO1362'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QO1362'3.0 KM (1.85 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE SOUTH END OF
 QO1362'THE HIGHWAY BRIDGE OVER THE WILLOW RIVER IN NEW RICHMOND, 2.1 KM
 QO1362'(1.3 MI) NORTH OF THE JUNCTION OF COUNTY ROAD G, 21.5 M (71.0 FT) WEST
 QO1362'OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A FENCE,
 QO1362'3.0 M (10.0 FT) SOUTH OF THE CENTER OF A PIPE GATE, 3.0 M (10.0 FT)
 QO1362'NORTH OF THE NORTH FACE OF A 2-M X 2-M HIGH VOLTAGE JUNCTION BOX,
 QO1362'5.8 M (19.0 FT) SOUTH OF A GUYED POWERLINE POLE.
 QO1362'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 QO1362
 QO1362                          STATION RECOVERY (1990)
 QO1362
 QO1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QO1362'THE STATION IS LOCATED ABOUT 16.0 KM (9.9 MI) NORTHWEST OF HAMMOND,
 QO1362'12.8 KM (8.0 MI) NORTH-NORTHEAST OF ROBERTS, 9.6 KM (6.0 MI)
 QO1362'SOUTHEAST OF SOMERSET AND ALONG HIGHWAY 65.  OWNERSHIP--WISCONSIN
 QO1362'DEPARTMENT OF TRANSPORTATION, P.O. BOX 7916, MADISON, WI 53707, PHONE
 QO1362'608-267-2462.
 QO1362'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 65 IN
 QO1362'NEW RICHMOND (THIS IS WHERE HIGHWAY 64 TURNS WEST), GO SOUTH ON
 QO1362'HIGHWAY 65 FOR 2.6 KM (1.6 MI) TO THE STATION ON THE RIGHT AT A TRACK
 QO1362'ROAD LEADING INTO A FIELD AND A WIRE GATE.
 QO1362'THE STATION IS LOCATED 21.8 M (71.5 FT) WEST FROM THE CENTER OF
 QO1362'HIGHWAY 65, 3.3 M (10.8 FT) NORTH OF THE NORTH END OF A HIGH VOLTAGE
 QO1362'BOX (NUMBER 4824), EAST OF A WIRE FENCE LINE AND NORTH OF A METAL
 QO1362'WITNESS POST.
 QO1362
 QO1362                          STATION RECOVERY (1997)
 QO1362
 QO1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QO1362'THE STATION IS LOCATED ABOUT 22 KM (13.65 MI) NORTHEAST OF HUDSON, 20
 QO1362'KM (12.40 MI) EAST OF THE MINNESOTA-WISCONSIN BORDER, 3 KM (1.85 MI)
 QO1362'SOUTH OF NEW RICHMOND, IN TALL GRASS ADJACENT TO A FIELD ENTRANCE
 QO1362'ROAD, AND IN THE HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN
 QO1362'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE JUNCTION OF STATE
 QO1362'HIGHWAYS 64 AND 65 IN NEW RICHMOND (THIS IS WHERE HIGHWAY 64 TURNS
 QO1362'WEST) , GO SOUTH ON HIGHWAY 65 FOR 2.55 KM (1.60 MI) TO THE STATION ON
 QO1362'THE RIGHT.  THE STATION IS A CENTERPUNCH IN THE TOP CENTER OF A
 QO1362'STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC
 QO1362'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 QO1362'IT IS 21.8 M (71.5 FT) WEST OF THE HIGHWAY CENTER, 5.3 M (17.4 FT)
 QO1362'NORTH OF POWER POLE NUMBER 3794, 3.0 M (9.8 FT) SOUTH OF THE CENTER OF
 QO1362'THE FIELD ENTRANCE ROAD, 0.2 M (0.7 FT) EAST OF THE SOUTH GATE POST OF
 QO1362'A FENCE, AND 0.2 M (0.7 FT) NORTH OF A STEEL WITNESS POST.
 QO1362
 QO1362                          STATION RECOVERY (2003)
 QO1362
 QO1362'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1362'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.0 FEET NORTHWEST
 QO1362'OF THE GUY WIRE ANCHOR TO POLE NUMBER --3794--.
 QO1362
 QO1362                          STATION RECOVERY (2004)
 QO1362
 QO1362'RECOVERY NOTE BY GRW AERIAL SURVEY 2004 (AR)
 QO1362'RECOVERED AS DESCRIBED
 QO1362
 QO1362                          STATION RECOVERY (2007)
 QO1362
 QO1362'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO1362'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0398 ***********************************************************************
 RM0398  DESIGNATION -  A 155
 RM0398  PID         -  RM0398
 RM0398  STATE/COUNTY-  WI/WASHBURN
 RM0398  COUNTRY     -  US
 RM0398  USGS QUAD   -  MINONG (2018)
 RM0398
 RM0398                         *CURRENT SURVEY CONTROL
 RM0398  ______________________________________________________________________
 RM0398* NAD 83(1986) POSITION- 46 05 57.4    (N) 091 49 07.0    (W)   HD_HELD2
 RM0398* NAVD 88 ORTHO HEIGHT -   324.259 (meters)     1063.84  (feet) ADJUSTED
 RM0398  ______________________________________________________________________
 RM0398  GEOID HEIGHT    -        -27.235 (meters)                     GEOID18
 RM0398  DYNAMIC HEIGHT  -        324.288 (meters)     1063.93  (feet) COMP
 RM0398  MODELED GRAVITY -    980,691.8   (mgal)                       NAVD 88
 RM0398
 RM0398  VERT ORDER      -  FIRST     CLASS II
 RM0398
 RM0398.The horizontal coordinates were established by autonomous hand held GPS
 RM0398.observations and have an estimated accuracy of +/- 10 meters.
 RM0398
 RM0398.The orthometric height was determined by differential leveling and
 RM0398.adjusted by the NATIONAL GEODETIC SURVEY
 RM0398.in June 1991.
 RM0398
 RM0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0398.GEOID18 height accuracy estimate available here.
 RM0398
 RM0398.Click photographs - Photos may exist for this station.
 RM0398
 RM0398.The dynamic height is computed by dividing the NAVD 88
 RM0398.geopotential number by the normal gravity value computed on the
 RM0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0398.degrees latitude (g = 980.6199 gals.).
 RM0398
 RM0398.The modeled gravity was interpolated from observed gravity values.
 RM0398
 RM0398;                    North         East    Units  Estimated Accuracy
 RM0398;SPC WI N     -   105,264.      459,396.      MT  (+/- 10 meters HH2 GPS)
 RM0398
 RM0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9131305756(NAD 83)
 RM0398
 RM0398                          SUPERSEDED SURVEY CONTROL
 RM0398
 RM0398.No superseded survey control is available for this station.
 RM0398
 RM0398_MARKER: I = METAL ROD
 RM0398_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0398_STAMPING: A 155 1980
 RM0398_MARK LOGO: NGS
 RM0398_PROJECTION: FLUSH
 RM0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0398+STABILITY: POSITION/ELEVATION WELL
 RM0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0398+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 RM0398_ROD/PIPE-DEPTH: 12.2 meters
 RM0398_SLEEVE-DEPTH  : 6.10 meters
 RM0398
 RM0398  HISTORY     - Date     Condition        Report By
 RM0398  HISTORY     - 1980     MONUMENTED       NGS
 RM0398  HISTORY     - 20081006 GOOD             WIDT
 RM0398  HISTORY     - 20100519 GOOD             WIDT
 RM0398  HISTORY     - 20120815 GOOD             WIDT
 RM0398
 RM0398                          STATION DESCRIPTION
 RM0398
 RM0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RM0398'IN MINONG.
 RM0398'IN MINONG, AT THE JUNCTION OF STATE HIGHWAY 77 AND OLD U.S. HIGHWAY
 RM0398'53, AT THE NORTHWEST CORNER OF THE SAINT MARY CATHOLIC CHURCH, IN LINE
 RM0398'WITH A CROSS BUILT INTO THE NORTHWEST FACE OF THE CHURCH, 10.0 FT.
 RM0398'WEST OF THE NORTHWEST CORNER OF THE CHURCH, 10.0 FT. NORTH OF THE
 RM0398'NORTHWEST CORNER OF THE CHURCH, 6.5 FT. NORTHWEST OF THE NORTHWEST
 RM0398'FACE OF THE CHURCH.  DATUM POINT IS 5 INCHES BELOW GROUND ACCESS TO
 RM0398'WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0398'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RM0398
 RM0398                          STATION RECOVERY (2008)
 RM0398
 RM0398'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 RM0398'RECOVERED IN GOOD CONDITION.   TO REACH THE STATION FROM THE JUNCTION
 RM0398'OF US HIGHWAY 53 WITH STATE HIGHWAY 77 ON THE WEST SIDE OF THE VILLAGE
 RM0398'OF MINONG, GO EAST ON STATE HIGHWAY 77 FOR 0.9 MILE TO MAIN STREET
 RM0398'RIGHT, TURN RIGHT AND GO SOUTH ON MAIN STREET FOR 0.05 MILE TO
 RM0398'RICHARDS AVENUE RIGHT AND THE STATION ON THE LEFT.
 RM0398'ADD-- THE STATION IS 68 M SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 RM0398'MAIN STREET WITH RICHARDS AVENUE, 64.5 M SOUTH OF THE CENTERLINE OF
 RM0398'STATE HIGHWAY 77 (5TH AVENUE), AND 0.3 M WEST OF AN ORANGE CARSONITE
 RM0398'WITNESS POST.
 RM0398
 RM0398                          STATION RECOVERY (2010)
 RM0398
 RM0398'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 RM0398'RECOVERED AS DESCRIBED.
 RM0398
 RM0398                          STATION RECOVERY (2012)
 RM0398
 RM0398'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0398'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0203 ***********************************************************************
 RM0203  DESIGNATION -  A 16
 RM0203  PID         -  RM0203
 RM0203  STATE/COUNTY-  WI/ASHLAND
 RM0203  COUNTRY     -  US
 RM0203  USGS QUAD   -  ASHLAND EAST (2018)
 RM0203
 RM0203                         *CURRENT SURVEY CONTROL
 RM0203  ______________________________________________________________________
 RM0203* NAD 83(1986) POSITION- 46 35 50.     (N) 090 46 47.     (W)   SCALED
 RM0203* NAVD 88 ORTHO HEIGHT -   196.659 (meters)      645.21  (feet) ADJUSTED
 RM0203  ______________________________________________________________________
 RM0203  GEOID HEIGHT    -        -31.807 (meters)                     GEOID18
 RM0203  DYNAMIC HEIGHT  -        196.665 (meters)      645.23  (feet) COMP
 RM0203  MODELED GRAVITY -    980,641.4   (mgal)                       NAVD 88
 RM0203
 RM0203  VERT ORDER      -  FIRST     CLASS II
 RM0203
 RM0203.The horizontal coordinates were scaled from a map and have
 RM0203.an estimated accuracy of +/- 6 seconds.
 RM0203
 RM0203.The orthometric height was determined by differential leveling and
 RM0203.adjusted by the NATIONAL GEODETIC SURVEY
 RM0203.in June 1991.
 RM0203
 RM0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0203.GEOID18 height accuracy estimate available here.
 RM0203
 RM0203.Click photographs - Photos may exist for this station.
 RM0203
 RM0203.The dynamic height is computed by dividing the NAVD 88
 RM0203.geopotential number by the normal gravity value computed on the
 RM0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0203.degrees latitude (g = 980.6199 gals.).
 RM0203
 RM0203.The modeled gravity was interpolated from observed gravity values.
 RM0203
 RM0203;                    North         East    Units  Estimated Accuracy
 RM0203;SPC WI N     -   159,300.      540,260.      MT  (+/- 180 meters Scaled)
 RM0203
 RM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM700628(NAD 83)
 RM0203
 RM0203                          SUPERSEDED SURVEY CONTROL
 RM0203
 RM0203  NGVD 29 (??/??/92)  196.675  (m)          645.26   (f) ADJ UNCH    1 2
 RM0203
 RM0203.Superseded values are not recommended for survey control.
 RM0203
 RM0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0203.See file dsdata.pdf to determine how the superseded data were derived.
 RM0203
 RM0203_MARKER: DB = BENCH MARK DISK
 RM0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0203_STAMPING: A 16 1934
 RM0203_MARK LOGO: CGS
 RM0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0203+STABILITY: SURFACE MOTION
 RM0203
 RM0203  HISTORY     - Date     Condition        Report By
 RM0203  HISTORY     - 1934     MONUMENTED       CGS
 RM0203  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0203  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 RM0203  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 RM0203
 RM0203                          STATION DESCRIPTION
 RM0203
 RM0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0203'5.5 MI E FROM ASHLAND.
 RM0203'5.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 RM0203'THE STATION AT ASHLAND, ASHLAND COUNTY, AT MILEAGE 362.5, 4 RAILS
 RM0203'WEST OF CULVERT 1305, AND 40 FEET SOUTH OF THE TRACK.  A STANDARD
 RM0203'DISK, STAMPED A 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0203
 RM0203                          STATION RECOVERY (1982)
 RM0203
 RM0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0203'NOT SEARCHED FOR, OFF LINE, INACCESSIBLE.
 RM0203
 RM0203                          STATION RECOVERY (1997)
 RM0203
 RM0203'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0203'MARK NOT FOUND.
 RM0203
 RM0203                          STATION RECOVERY (2002)
 RM0203
 RM0203'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0298 ***********************************************************************
 QN0298  DESIGNATION -  A 165
 QN0298  PID         -  QN0298
 QN0298  STATE/COUNTY-  WI/RUSK
 QN0298  COUNTRY     -  US
 QN0298  USGS QUAD   -  LADYSMITH (2018)
 QN0298
 QN0298                         *CURRENT SURVEY CONTROL
 QN0298  ______________________________________________________________________
 QN0298* NAD 83(1986) POSITION- 45 27 56.28   (N) 091 06 21.86   (W)   HD_HELD1
 QN0298* NAVD 88 ORTHO HEIGHT -   350.044 (meters)     1148.44  (feet) ADJUSTED
 QN0298  ______________________________________________________________________
 QN0298  GEOID HEIGHT    -        -30.391 (meters)                     GEOID18
 QN0298  DYNAMIC HEIGHT  -        350.027 (meters)     1148.38  (feet) COMP
 QN0298  MODELED GRAVITY -    980,557.9   (mgal)                       NAVD 88
 QN0298
 QN0298  VERT ORDER      -  FIRST     CLASS II
 QN0298
 QN0298.The horizontal coordinates were determined by differentially corrected
 QN0298.hand held GPS observations or other comparable positioning techniques
 QN0298.and have an estimated accuracy of +/- 3 meters.
 QN0298
 QN0298.The orthometric height was determined by differential leveling and
 QN0298.adjusted by the NATIONAL GEODETIC SURVEY
 QN0298.in June 1991.
 QN0298
 QN0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0298.GEOID18 height accuracy estimate available here.
 QN0298
 QN0298.Click photographs - Photos may exist for this station.
 QN0298
 QN0298.The dynamic height is computed by dividing the NAVD 88
 QN0298.geopotential number by the normal gravity value computed on the
 QN0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0298.degrees latitude (g = 980.6199 gals.).
 QN0298
 QN0298.The modeled gravity was interpolated from observed gravity values.
 QN0298
 QN0298;                    North         East    Units  Estimated Accuracy
 QN0298;SPC WI C     -   181,975.1     513,502.2     MT  (+/- 3 meters HH1 GPS) 
 QN0298
 QN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4805636423(NAD 83)
 QN0298
 QN0298                          SUPERSEDED SURVEY CONTROL
 QN0298
 QN0298.No superseded survey control is available for this station.
 QN0298
 QN0298_MARKER: I = METAL ROD
 QN0298_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QN0298_STAMPING: A 165 1978
 QN0298_MARK LOGO: NGS
 QN0298_PROJECTION: FLUSH
 QN0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QN0298+STABILITY: POSITION/ELEVATION WELL
 QN0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0298+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2011
 QN0298_ROD/PIPE-DEPTH: 11.6 meters
 QN0298_SLEEVE-DEPTH  : 6.10 meters
 QN0298
 QN0298  HISTORY     - Date     Condition        Report By
 QN0298  HISTORY     - 1978     MONUMENTED       NGS
 QN0298  HISTORY     - 1980     GOOD             NGS
 QN0298  HISTORY     - 1985     GOOD             NGS
 QN0298  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0298  HISTORY     - 20111029 GOOD             INDIV
 QN0298
 QN0298                          STATION DESCRIPTION
 QN0298
 QN0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QN0298'000
 QN0298'IN LADYSMITH, AT THE WESTGATE PLAZA SHOPPING CENTER, AT THE JUNCTION
 QN0298'OF WEST LAKE AVENUE (U.S. HIGHWAY 8) AND WEST FIFTH STREET NORTH,
 QN0298'185 FT. NORTH OF THE CENTERLINE OF THE AVENUE, 82.0 FT. EAST-SOUTHEAST
 QN0298'OF THE SOUTHEAST CORNER OF THE FOODLINER MARKET, 24.0 FT.
 QN0298'WEST-SOUTHWEST OF THE WEST RAIL OF A SOO LINE SPUR TRACK, 3.0 FT.
 QN0298'EAST OF THE NORTHEAST CORNER OF THE CHAIN LINK FENCE ENCLOSURE FOR THE
 QN0298'OLD SMOKEY STEAM LOCOMOTIVE.
 QN0298'THE MARK IS 3 FT  E FROM A WITNESS POST.
 QN0298'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 QN0298
 QN0298                          STATION RECOVERY (1980)
 QN0298
 QN0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QN0298'NOTE-THIS BENCH MARK WAS ORIGINALLY DESCRIBED IN L24465 PART 2, NGVD
 QN0298'LINE NUMBER 210.
 QN0298
 QN0298                          STATION RECOVERY (1985)
 QN0298
 QN0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0298'IN LADYSMITH.
 QN0298
 QN0298                          STATION RECOVERY (2004)
 QN0298
 QN0298'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0298'MARK NOT FOUND.
 QN0298
 QN0298                          STATION RECOVERY (2011)
 QN0298
 QN0298'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 QN0298'SPUR TRACK AND BED REMOVED.  WITNESS POST REMOVED.  MARK AT NORTH END
 QN0298'OF BACKFACE OF LOW (+- 1 FT) PATIO BLOCK RETAINING WALL.  MARK BELOW
 QN0298'HEIGHT OF RETAINING WALL.  TOP OF PVC SLEEVE SEVERELY DAMAGED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0207 ***********************************************************************
 RM0207  DESIGNATION -  A 17
 RM0207  PID         -  RM0207
 RM0207  STATE/COUNTY-  WI/ASHLAND
 RM0207  COUNTRY     -  US
 RM0207  USGS QUAD   -  ASHLAND EAST (2018)
 RM0207
 RM0207                         *CURRENT SURVEY CONTROL
 RM0207  ______________________________________________________________________
 RM0207* NAD 83(1986) POSITION- 46 35 29.     (N) 090 52 12.     (W)   SCALED
 RM0207* NAVD 88 ORTHO HEIGHT -   208.000 (meters)      682.41  (feet) ADJUSTED
 RM0207  ______________________________________________________________________
 RM0207  GEOID HEIGHT    -        -31.713 (meters)                     GEOID18
 RM0207  DYNAMIC HEIGHT  -        208.005 (meters)      682.43  (feet) COMP
 RM0207  MODELED GRAVITY -    980,634.9   (mgal)                       NAVD 88
 RM0207
 RM0207  VERT ORDER      -  FIRST     CLASS II
 RM0207
 RM0207.The horizontal coordinates were scaled from a map and have
 RM0207.an estimated accuracy of +/- 6 seconds.
 RM0207
 RM0207.The orthometric height was determined by differential leveling and
 RM0207.adjusted by the NATIONAL GEODETIC SURVEY
 RM0207.in June 1991.
 RM0207
 RM0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0207.GEOID18 height accuracy estimate available here.
 RM0207
 RM0207.Click photographs - Photos may exist for this station.
 RM0207
 RM0207.The dynamic height is computed by dividing the NAVD 88
 RM0207.geopotential number by the normal gravity value computed on the
 RM0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0207.degrees latitude (g = 980.6199 gals.).
 RM0207
 RM0207.The modeled gravity was interpolated from observed gravity values.
 RM0207
 RM0207;                    North         East    Units  Estimated Accuracy
 RM0207;SPC WI N     -   158,720.      533,330.      MT  (+/- 180 meters Scaled)
 RM0207
 RM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM631619(NAD 83)
 RM0207
 RM0207                          SUPERSEDED SURVEY CONTROL
 RM0207
 RM0207  NGVD 29 (??/??/92)  208.012  (m)          682.45   (f) ADJ UNCH    1 2
 RM0207
 RM0207.Superseded values are not recommended for survey control.
 RM0207
 RM0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0207.See file dsdata.pdf to determine how the superseded data were derived.
 RM0207
 RM0207_MARKER: DB = BENCH MARK DISK
 RM0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0207_SP_SET: ABUTMENT BRIDGE SEAT
 RM0207_STAMPING: A 17 1934
 RM0207_MARK LOGO: CGS
 RM0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0207
 RM0207  HISTORY     - Date     Condition        Report By
 RM0207  HISTORY     - 1934     MONUMENTED       CGS
 RM0207  HISTORY     - 1982     GOOD             NGS
 RM0207  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 RM0207  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 RM0207  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 RM0207
 RM0207                          STATION DESCRIPTION
 RM0207
 RM0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0207'AT ASHLAND.
 RM0207'AT ASHLAND, ASHLAND COUNTY, ON THE CHICAGO AND NORTH WESTERN
 RM0207'RAILWAY, AT MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY
 RM0207'OVERPASS BRIDGE 1318, AND IN THE TOP OF THE NORTH END OF THE
 RM0207'BRIDGE SEAT OF THE EAST CONCRETE ABUTMENT.  A STANDARD DISK,
 RM0207'STAMPED A 17 1934.
 RM0207
 RM0207                          STATION RECOVERY (1982)
 RM0207
 RM0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0207'RECOVERED THIS DATE.  NOTE THE STAMPING ON THE DISK IS NOT LEGIBLE,
 RM0207'IT WAS READ AS 17 1934.
 RM0207'THE RAILROAD BRIDGE WILL PROBABLY BE DESTROYED IN THE NEAR FUTURE.
 RM0207'THE MARK IS 0.91 M BELOW TRACKS.
 RM0207
 RM0207                          STATION RECOVERY (1997)
 RM0207
 RM0207'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0207'MARK NOT FOUND.
 RM0207
 RM0207                          STATION RECOVERY (2002)
 RM0207
 RM0207'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0207'MARK NOT FOUND.
 RM0207
 RM0207                          STATION RECOVERY (2004)
 RM0207
 RM0207'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0207'MARK NOT FOUND USPS JRD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0315 ***********************************************************************
 QL0315  DESIGNATION -  A 18
 QL0315  PID         -  QL0315
 QL0315  STATE/COUNTY-  WI/MARINETTE
 QL0315  COUNTRY     -  US
 QL0315  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 QL0315
 QL0315                         *CURRENT SURVEY CONTROL
 QL0315  ______________________________________________________________________
 QL0315* NAD 83(1986) POSITION- 45 27 12.47   (N) 087 58 57.99   (W)   HD_HELD1
 QL0315* NAVD 88 ORTHO HEIGHT -   252.932 (meters)      829.83  (feet) ADJUSTED
 QL0315  ______________________________________________________________________
 QL0315  GEOID HEIGHT    -        -35.699 (meters)                     GEOID18
 QL0315  DYNAMIC HEIGHT  -        252.918 (meters)      829.78  (feet) COMP
 QL0315  MODELED GRAVITY -    980,552.3   (mgal)                       NAVD 88
 QL0315
 QL0315  VERT ORDER      -  SECOND    CLASS I
 QL0315
 QL0315.The horizontal coordinates were determined by differentially corrected
 QL0315.hand held GPS observations or other comparable positioning techniques
 QL0315.and have an estimated accuracy of +/- 3 meters.
 QL0315
 QL0315.The orthometric height was determined by differential leveling and
 QL0315.adjusted by the NATIONAL GEODETIC SURVEY
 QL0315.in June 1991.
 QL0315
 QL0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0315.GEOID18 height accuracy estimate available here.
 QL0315
 QL0315.Click photographs - Photos may exist for this station.
 QL0315
 QL0315.The dynamic height is computed by dividing the NAVD 88
 QL0315.geopotential number by the normal gravity value computed on the
 QL0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0315.degrees latitude (g = 980.6199 gals.).
 QL0315
 QL0315.The modeled gravity was interpolated from observed gravity values.
 QL0315
 QL0315;                    North         East    Units  Estimated Accuracy
 QL0315;SPC WI C     -   181,993.2     757,774.7     MT  (+/- 3 meters HH1 GPS) 
 QL0315
 QL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2315533796(NAD 83)
 QL0315
 QL0315                          SUPERSEDED SURVEY CONTROL
 QL0315
 QL0315  NGVD 29 (??/??/92)  252.943  (m)          829.86   (f) ADJ UNCH    2 0
 QL0315
 QL0315.Superseded values are not recommended for survey control.
 QL0315
 QL0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0315.See file dsdata.pdf to determine how the superseded data were derived.
 QL0315
 QL0315_MARKER: DB = BENCH MARK DISK
 QL0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0315_STAMPING: A 18 1934
 QL0315_MARK LOGO: CGS
 QL0315_PROJECTION: FLUSH
 QL0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0315+STABILITY: SURFACE MOTION
 QL0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0315+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2014
 QL0315
 QL0315  HISTORY     - Date     Condition        Report By
 QL0315  HISTORY     - 1934     MONUMENTED       CGS
 QL0315  HISTORY     - 20011006 GOOD             USPSQD
 QL0315  HISTORY     - 20020614 GOOD             JCLS
 QL0315  HISTORY     - 20040423 GOOD             GEOCAC
 QL0315  HISTORY     - 20051128 GOOD             WIDT
 QL0315  HISTORY     - 20110601 GOOD             AEROME
 QL0315  HISTORY     - 20141018 GOOD             WIDT
 QL0315
 QL0315                          STATION DESCRIPTION
 QL0315
 QL0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0315'6.3 MI N FROM WAUSAUKEE.
 QL0315'6.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0315'PACIFIC RAILROAD FROM THE STATION AT WAUSAUKEE, MARINETTE
 QL0315'COUNTY, 23 FEET NORTH OF THE CEDARVILLE STATION, 33 FEET SOUTH
 QL0315'OF THE CENTERLINE OF A ROAD CROSSING, 45 FEET EAST OF THE
 QL0315'CENTERLINE OF THE MAIN TRACK, 12 FEET SOUTHEAST OF A POLE, AND
 QL0315'1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED A 18 1934 AND
 QL0315'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS 13.0
 QL0315'MILES SOUTH OF PEMBINE.
 QL0315
 QL0315                          STATION RECOVERY (2001)
 QL0315
 QL0315'RECOVERY NOTE BY US POWER SQUADRON 2001 (KS)
 QL0315'RECOVERED IN GOOD CONDITION.
 QL0315
 QL0315                          STATION RECOVERY (2002)
 QL0315
 QL0315'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 QL0315'RECOVERED IN GOOD CONDITION.
 QL0315
 QL0315                          STATION RECOVERY (2004)
 QL0315
 QL0315'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QL0315'RECOVERED IN GOOD CONDITION.
 QL0315
 QL0315                          STATION RECOVERY (2005)
 QL0315
 QL0315'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0315'RECOVERED IN GOOD CONDITION.  ADD TO REACH THE STATION FROM THE CENTER
 QL0315'OF THE INTERSECTION OF AMBERG-WAUSAUKEE ROAD WITH OLD 38 ROAD, GO EAST
 QL0315'ALONG THE CENTERLINE OF AMBERG-WAUSAUKEE ROAD 39.6 M EAST AND THEN GO
 QL0315'SOUTH 14.6 M TO THE STATION.  THE STATION IS 13.7 M EAST OF THE
 QL0315'CENTERLINE OF THE RAILROAD TRACK,
 QL0315'5.5 M SOUTH-SOUTHEAST OF A POWER POLE NUMBERED -3420-3E6-, 15 CM WEST
 QL0315'OF AN ORANGE FIBERGLASS WITNESS POST.
 QL0315
 QL0315                          STATION RECOVERY (2011)
 QL0315
 QL0315'RECOVERY NOTE BY AERO METRIC INC 2011 (MB)
 QL0315'RECOVERED IN GOOD CONDITION.
 QL0315
 QL0315                          STATION RECOVERY (2014)
 QL0315
 QL0315'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QL0315'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0126 ***********************************************************************
 PN0126  DESIGNATION -  A 19
 PN0126  PID         -  PN0126
 PN0126  STATE/COUNTY-  WI/OCONTO
 PN0126  COUNTRY     -  US
 PN0126  USGS QUAD   -  OCONTO FALLS NORTH (2018)
 PN0126
 PN0126                         *CURRENT SURVEY CONTROL
 PN0126  ______________________________________________________________________
 PN0126* NAD 83(1986) POSITION- 44 53 56.     (N) 088 13 26.     (W)   SCALED
 PN0126* NAVD 88 ORTHO HEIGHT -   242.564 (meters)      795.81  (feet) ADJUSTED
 PN0126  ______________________________________________________________________
 PN0126  GEOID HEIGHT    -        -36.277 (meters)                     GEOID18
 PN0126  DYNAMIC HEIGHT  -        242.536 (meters)      795.72  (feet) COMP
 PN0126  MODELED GRAVITY -    980,499.7   (mgal)                       NAVD 88
 PN0126
 PN0126  VERT ORDER      -  SECOND    CLASS 0
 PN0126
 PN0126.The horizontal coordinates were scaled from a map and have
 PN0126.an estimated accuracy of +/- 6 seconds.
 PN0126
 PN0126.The orthometric height was determined by differential leveling and
 PN0126.adjusted by the NATIONAL GEODETIC SURVEY
 PN0126.in June 1991.
 PN0126
 PN0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0126.GEOID18 height accuracy estimate available here.
 PN0126
 PN0126.Click photographs - Photos may exist for this station.
 PN0126
 PN0126.The dynamic height is computed by dividing the NAVD 88
 PN0126.geopotential number by the normal gravity value computed on the
 PN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0126.degrees latitude (g = 980.6199 gals.).
 PN0126
 PN0126.The modeled gravity was interpolated from observed gravity values.
 PN0126
 PN0126;                    North         East    Units  Estimated Accuracy
 PN0126;SPC WI C     -   119,940.      740,270.      MT  (+/- 180 meters Scaled)
 PN0126
 PN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ033724(NAD 83)
 PN0126
 PN0126                          SUPERSEDED SURVEY CONTROL
 PN0126
 PN0126  NGVD 29 (??/??/92)  242.568  (m)          795.83   (f) ADJ UNCH    2 0
 PN0126
 PN0126.Superseded values are not recommended for survey control.
 PN0126
 PN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0126.See file dsdata.pdf to determine how the superseded data were derived.
 PN0126
 PN0126_MARKER: DB = BENCH MARK DISK
 PN0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0126_STAMPING: A 19 1934
 PN0126_MARK LOGO: CGS
 PN0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0126+STABILITY: SURFACE MOTION
 PN0126
 PN0126  HISTORY     - Date     Condition        Report By
 PN0126  HISTORY     - 1934     MONUMENTED       CGS
 PN0126  HISTORY     - 1942     GOOD             CGS
 PN0126  HISTORY     - 1974     MARK NOT FOUND   USGS
 PN0126  HISTORY     - 20051130 MARK NOT FOUND   WIDT
 PN0126
 PN0126                          STATION DESCRIPTION
 PN0126
 PN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0126'4 MI E FROM GILLETT.
 PN0126'4 MILES E. OF GILLETT STATION.  ALONG OCONTO BRANCH OF CHICAGO
 PN0126'AND NORTH-WESTERN RY.  MARK IS 15 YDS. N. OF CENTERLINE OF
 PN0126'TRACK, 9 YDS. W. OF CENTERLINE OF FARM CROSSING AND 1 YD. S.
 PN0126'OF FENCE.
 PN0126
 PN0126                          STATION RECOVERY (1942)
 PN0126
 PN0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 PN0126'RECOVERED IN GOOD CONDITION.
 PN0126
 PN0126                          STATION RECOVERY (1974)
 PN0126
 PN0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0126'MARK NOT FOUND.
 PN0126
 PN0126                          STATION RECOVERY (2005)
 PN0126
 PN0126'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0126'MARK NOT FOUND.  THE FARM ROAD STILL EXISTS IN THIS AREA BUT ALL
 PN0126'TRACES OF THE OLD RAILROAD GRADE ARE GONE.  THE AREA IS NOW A FARM
 PN0126'FIELD.  NO EVIDENCE OF THE MONUMENT WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0195 ***********************************************************************
 QN0195  DESIGNATION -  A 2
 QN0195  PID         -  QN0195
 QN0195  STATE/COUNTY-  WI/RUSK
 QN0195  COUNTRY     -  US
 QN0195  USGS QUAD   -  LADYSMITH (2018)
 QN0195
 QN0195                         *CURRENT SURVEY CONTROL
 QN0195  ______________________________________________________________________
 QN0195* NAD 83(1986) POSITION- 45 27 52.7    (N) 091 05 51.8    (W)   HD_HELD2
 QN0195* NAVD 88 ORTHO HEIGHT -   352.474 (meters)     1156.41  (feet) ADJUSTED
 QN0195  ______________________________________________________________________
 QN0195  GEOID HEIGHT    -        -30.392 (meters)                     GEOID18
 QN0195  DYNAMIC HEIGHT  -        352.457 (meters)     1156.35  (feet) COMP
 QN0195  MODELED GRAVITY -    980,558.1   (mgal)                       NAVD 88
 QN0195
 QN0195  VERT ORDER      -  FIRST     CLASS II
 QN0195
 QN0195.The horizontal coordinates were established by autonomous hand held GPS
 QN0195.observations and have an estimated accuracy of +/- 10 meters.
 QN0195
 QN0195.The orthometric height was determined by differential leveling and
 QN0195.adjusted by the NATIONAL GEODETIC SURVEY
 QN0195.in June 1991.
 QN0195
 QN0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0195.GEOID18 height accuracy estimate available here.
 QN0195
 QN0195.Click photographs - Photos may exist for this station.
 QN0195
 QN0195.The dynamic height is computed by dividing the NAVD 88
 QN0195.geopotential number by the normal gravity value computed on the
 QN0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0195.degrees latitude (g = 980.6199 gals.).
 QN0195
 QN0195.The modeled gravity was interpolated from observed gravity values.
 QN0195
 QN0195;                    North         East    Units  Estimated Accuracy
 QN0195;SPC WI C     -   181,856.      514,154.      MT  (+/- 10 meters HH2 GPS)
 QN0195
 QN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4871136328(NAD 83)
 QN0195
 QN0195                          SUPERSEDED SURVEY CONTROL
 QN0195
 QN0195  NGVD 29 (??/??/92)  352.477  (m)         1156.42   (f) ADJ UNCH    1 2
 QN0195
 QN0195.Superseded values are not recommended for survey control.
 QN0195
 QN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0195.See file dsdata.pdf to determine how the superseded data were derived.
 QN0195
 QN0195_MARKER: DB = BENCH MARK DISK
 QN0195_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QN0195_STAMPING: ELEV 1156.418 FT A 2 1922
 QN0195_MARK LOGO: CGS
 QN0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QN0195+STABILITY: POSITION/ELEVATION WELL
 QN0195
 QN0195  HISTORY     - Date     Condition        Report By
 QN0195  HISTORY     - 1922     MONUMENTED       CGS
 QN0195  HISTORY     - 1934     GOOD             CGS
 QN0195  HISTORY     - 1979     GOOD             NGS
 QN0195  HISTORY     - 1980     GOOD             NGS
 QN0195  HISTORY     - 1985     GOOD             NGS
 QN0195  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0195  HISTORY     - 20111029 MARK NOT FOUND   INDIV
 QN0195
 QN0195                          STATION DESCRIPTION
 QN0195
 QN0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 QN0195'AT LADYSMITH.
 QN0195'AT LADYSMITH, RUSK COUNTY, AT THE INTERSECTION OF MINER AVENUE
 QN0195'AND EAST THIRD STREET, IN THE SOUTH FACE OF THE COURTHOUSE,
 QN0195'15 INCHES FROM THE WEST FACE, IN THE SECOND COURSE OF STONE
 QN0195'ABOVE THE GROUND, AND 15 INCHES ABOVE THE GROUND.  A STANDARD
 QN0195'DISK, STAMPED ELEV. 1156.418 FT. A 2 1922 AND SET VERTICALLY.
 QN0195
 QN0195                          STATION RECOVERY (1934)
 QN0195
 QN0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0195'RECOVERED IN GOOD CONDITION.
 QN0195
 QN0195                          STATION RECOVERY (1979)
 QN0195
 QN0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QN0195'RECOVERED IN GOOD CONDITION.
 QN0195
 QN0195                          STATION RECOVERY (1980)
 QN0195
 QN0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QN0195'RECOVERED IN GOOD CONDITION.
 QN0195
 QN0195                          STATION RECOVERY (1985)
 QN0195
 QN0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0195'RECOVERED IN GOOD CONDITION.
 QN0195
 QN0195                          STATION RECOVERY (2004)
 QN0195
 QN0195'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0195'MARK NOT FOUND.
 QN0195
 QN0195                          STATION RECOVERY (2011)
 QN0195
 QN0195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 QN0195'RUSK COUNTY WIS COURTHOUSE ERECTED 1902.  COURTHOUSE RASED 1994.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0174 ***********************************************************************
 PM0174  DESIGNATION -  A 20
 PM0174  PID         -  PM0174
 PM0174  STATE/COUNTY-  WI/KEWAUNEE
 PM0174  COUNTRY     -  US
 PM0174  USGS QUAD   -  LUXEMBURG (2018)
 PM0174
 PM0174                         *CURRENT SURVEY CONTROL
 PM0174  ______________________________________________________________________
 PM0174* NAD 83(1986) POSITION- 44 32 17.     (N) 087 42 21.     (W)   SCALED
 PM0174* NAVD 88 ORTHO HEIGHT -   243.971 (meters)      800.43  (feet) ADJUSTED
 PM0174  ______________________________________________________________________
 PM0174  GEOID HEIGHT    -        -36.245 (meters)                     GEOID18
 PM0174  DYNAMIC HEIGHT  -        243.940 (meters)      800.33  (feet) COMP
 PM0174  MODELED GRAVITY -    980,485.8   (mgal)                       NAVD 88
 PM0174
 PM0174  VERT ORDER      -  FIRST     CLASS II
 PM0174
 PM0174.The horizontal coordinates were scaled from a map and have
 PM0174.an estimated accuracy of +/- 6 seconds.
 PM0174
 PM0174.The orthometric height was determined by differential leveling and
 PM0174.adjusted by the NATIONAL GEODETIC SURVEY
 PM0174.in June 1991.
 PM0174
 PM0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0174.GEOID18 height accuracy estimate available here.
 PM0174
 PM0174.Click photographs - Photos may exist for this station.
 PM0174
 PM0174.The dynamic height is computed by dividing the NAVD 88
 PM0174.geopotential number by the normal gravity value computed on the
 PM0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0174.degrees latitude (g = 980.6199 gals.).
 PM0174
 PM0174.The modeled gravity was interpolated from observed gravity values.
 PM0174
 PM0174;                    North         East    Units  Estimated Accuracy
 PM0174;SPC WI C     -    80,880.      782,300.      MT  (+/- 180 meters Scaled)
 PM0174
 PM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ439318(NAD 83)
 PM0174
 PM0174                          SUPERSEDED SURVEY CONTROL
 PM0174
 PM0174  NGVD 29 (??/??/92)  243.992  (m)          800.50   (f) ADJ UNCH    1 2
 PM0174
 PM0174.Superseded values are not recommended for survey control.
 PM0174
 PM0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0174.See file dsdata.pdf to determine how the superseded data were derived.
 PM0174
 PM0174_MARKER: DB = BENCH MARK DISK
 PM0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0174_STAMPING: A 20 1934
 PM0174_MARK LOGO: CGS
 PM0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0174+STABILITY: SURFACE MOTION
 PM0174
 PM0174  HISTORY     - Date     Condition        Report By
 PM0174  HISTORY     - 1934     MONUMENTED       CGS
 PM0174  HISTORY     - 1951     MARK NOT FOUND   USGS
 PM0174  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PM0174  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0174
 PM0174                          STATION DESCRIPTION
 PM0174
 PM0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0174'IN LUXEMBURG.
 PM0174'175 FT. EAST OF CENTER OF CONCRETE STREET AND GRADE CROSSING,
 PM0174'75 FT. EAST OF A FRAME STORE BUILDING, 40 FT. NORTH OF THE
 PM0174'CENTER OF THE G.B. AND W. R.R., 35 FT. EAST OF THE DEPOT, 1 FT.
 PM0174'NORTH AND 1 FT. WEST OF THE SOUTHWEST CORNER OF A GARDEN
 PM0174'FENCE.
 PM0174
 PM0174                          STATION RECOVERY (1951)
 PM0174
 PM0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PM0174'MARK NOT FOUND.
 PM0174
 PM0174                          STATION RECOVERY (2003)
 PM0174
 PM0174'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0174'STATION NOT FOUND.  THE RAILROAD TRACKS AND DEPOT HAVE BEEN REMOVED.
 PM0174
 PM0174                          STATION RECOVERY (2005)
 PM0174
 PM0174'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0174'NOT FOUND.  THE RAILROAD TRACKS AND DEPOT HAVE BEEN REMOVED.
 PM0174'PUBLISHED DISTANCES FROM THE CENTERLINE OF RAIL BED AND FROM THE GRADE
 PM0174'CROSSING OF STATE HIGHWAY 163 AND SECOND STREET INTERSECT AT A POINT
 PM0174'WHICH MATCHES THE DISTANCE EAST FROM A BUILDING. THE BUILDING IS NOW A
 PM0174'TAVERN. THE MEASURED POINT IS AT THE INTERSECTION OF A GRAVEL ALLEY
 PM0174'AND A GRAVEL PARKING LOT FOR THE TAVERN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0051 ***********************************************************************
 PN0051  DESIGNATION -  A 202 RESET
 PN0051  PID         -  PN0051
 PN0051  STATE/COUNTY-  WI/BROWN
 PN0051  COUNTRY     -  US
 PN0051  USGS QUAD   -  ONEIDA SOUTH (2018)
 PN0051
 PN0051                         *CURRENT SURVEY CONTROL
 PN0051  ______________________________________________________________________
 PN0051* NAD 83(1986) POSITION- 44 29 55.8    (N) 088 10 41.2    (W)   HD_HELD2
 PN0051* NAVD 88 ORTHO HEIGHT -   214.632 (meters)      704.17  (feet) ADJUSTED
 PN0051  ______________________________________________________________________
 PN0051  GEOID HEIGHT    -        -36.237 (meters)                     GEOID18
 PN0051  DYNAMIC HEIGHT  -        214.605 (meters)      704.08  (feet) COMP
 PN0051  MODELED GRAVITY -    980,483.4   (mgal)                       NAVD 88
 PN0051
 PN0051  VERT ORDER      -  SECOND    CLASS I
 PN0051
 PN0051.The horizontal coordinates were established by autonomous hand held GPS
 PN0051.observations and have an estimated accuracy of +/- 10 meters.
 PN0051
 PN0051.The orthometric height was determined by differential leveling and
 PN0051.adjusted by the WI DEPT OF TRANSP
 PN0051.in May 2012.
 PN0051
 PN0051.No vertical observational check was made to the station.
 PN0051
 PN0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0051.GEOID18 height accuracy estimate available here.
 PN0051
 PN0051.Click photographs - Photos may exist for this station.
 PN0051
 PN0051.The dynamic height is computed by dividing the NAVD 88
 PN0051.geopotential number by the normal gravity value computed on the
 PN0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0051.degrees latitude (g = 980.6199 gals.).
 PN0051
 PN0051.The modeled gravity was interpolated from observed gravity values.
 PN0051
 PN0051;                    North         East    Units  Estimated Accuracy
 PN0051;SPC WI C     -    75,574.      744,879.      MT  (+/- 10 meters HH2 GPS)
 PN0051
 PN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0634027954(NAD 83)
 PN0051
 PN0051                          SUPERSEDED SURVEY CONTROL
 PN0051
 PN0051  NAVD 88 (06/15/91)  214.636  (m)          704.18   (f) SUPERSEDED  1 2
 PN0051
 PN0051.Superseded values are not recommended for survey control.
 PN0051
 PN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0051.See file dsdata.pdf to determine how the superseded data were derived.
 PN0051
 PN0051_MARKER: DB = BENCH MARK DISK
 PN0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0051_STAMPING: C+GS+SS 202 RESET 1964
 PN0051_MARK LOGO: CGS
 PN0051_PROJECTION: FLUSH
 PN0051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0051+STABILITY: SURFACE MOTION
 PN0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0051+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 PN0051
 PN0051  HISTORY     - Date     Condition        Report By
 PN0051  HISTORY     - 1964     MONUMENTED       CGS
 PN0051  HISTORY     - 1985     GOOD             NGS
 PN0051  HISTORY     - 19940526 GOOD             WI-009
 PN0051  HISTORY     - 20030611 GOOD             USPSQD
 PN0051  HISTORY     - 20050810 GOOD             WIDT
 PN0051  HISTORY     - 20080811 GOOD             WIDT
 PN0051  HISTORY     - 20150623 GOOD             WIDT
 PN0051
 PN0051                          STATION DESCRIPTION
 PN0051
 PN0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PN0051'0.5 MI SE FROM ONEIDA.
 PN0051'0.2 MILE SOUTHEAST ALONG COUNTY ROUTE E FROM THE JUNCTION OF
 PN0051'STATE HIGHWAY 54 AT ONEIDA, NORTHWEST AND ACROSS THE HIGHWAY FROM
 PN0051'A FARM DRIVEWAY, AND JUST EAST OF A WHITE HOUSE, 44 FEET WEST OF
 PN0051'THE CENTER LINE OF COUNTY ROUTE E AND 1.5 FEET NORTHEAST OF A
 PN0051'METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 PN0051'4 INCHES ABOVE THE GROUND.
 PN0051
 PN0051                          STATION RECOVERY (1985)
 PN0051
 PN0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0051'RECOVERED IN GOOD CONDITION.
 PN0051
 PN0051                          STATION RECOVERY (1994)
 PN0051
 PN0051'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0051'RECOVERED AS DESCRIBED.
 PN0051
 PN0051                          STATION RECOVERY (2003)
 PN0051
 PN0051'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0051'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ACROSS ROAD FROM
 PN0051'3016 CTH E, 50 FEET NORTHWEST OF CENTERLINE OF COUNTY ROAD E, 26 FEET
 PN0051'NORTHWEST OF SIGN POST -JCT COUNTY U-, 19 FEET SOUTHWEST OF A FIRE
 PN0051'HYDRANT, AND 15 FEET NORTHEAST OF A YELLOW METAL R/W POST.  NOTE--
 PN0051'THERE IS NO FARM DRIVEWAY ACROSS THE ROAD.
 PN0051
 PN0051                          STATION RECOVERY (2005)
 PN0051
 PN0051'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0051'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0051
 PN0051                          STATION RECOVERY (2008)
 PN0051
 PN0051'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PN0051'RECOVERED AS DESCRIBED. MARK IS NOW FLUSH WITH GROUND.
 PN0051
 PN0051                          STATION RECOVERY (2015)
 PN0051
 PN0051'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 PN0051'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1224 ***********************************************************************
 RN1224  DESIGNATION -  A 208
 RN1224  PID         -  RN1224
 RN1224  STATE/COUNTY-  WI/DOUGLAS
 RN1224  COUNTRY     -  US
 RN1224  USGS QUAD   -  SUPERIOR (2018)
 RN1224
 RN1224                         *CURRENT SURVEY CONTROL
 RN1224  ______________________________________________________________________
 RN1224* NAD 83(1986) POSITION- 46 43 15.56   (N) 092 05 22.97   (W)   HD_HELD1
 RN1224* NAVD 88 ORTHO HEIGHT -   192.668 (meters)      632.11  (feet) ADJUSTED
 RN1224  ______________________________________________________________________
 RN1224  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 RN1224  DYNAMIC HEIGHT  -        192.693 (meters)      632.19  (feet) COMP
 RN1224  MODELED GRAVITY -    980,738.9   (mgal)                       NAVD 88
 RN1224
 RN1224  VERT ORDER      -  FIRST     CLASS II
 RN1224
 RN1224.The horizontal coordinates were determined by differentially corrected
 RN1224.hand held GPS observations or other comparable positioning techniques
 RN1224.and have an estimated accuracy of +/- 3 meters.
 RN1224
 RN1224.The orthometric height was determined by differential leveling and
 RN1224.adjusted by the NATIONAL GEODETIC SURVEY
 RN1224.in June 1991.
 RN1224
 RN1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1224.GEOID18 height accuracy estimate available here.
 RN1224
 RN1224.Click photographs - Photos may exist for this station.
 RN1224
 RN1224.The dynamic height is computed by dividing the NAVD 88
 RN1224.geopotential number by the normal gravity value computed on the
 RN1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1224.degrees latitude (g = 980.6199 gals.).
 RN1224
 RN1224.The modeled gravity was interpolated from observed gravity values.
 RN1224
 RN1224;                    North         East    Units  Estimated Accuracy
 RN1224;SPC WI N     -   174,861.9     440,259.0     MT  (+/- 3 meters HH1 GPS) 
 RN1224
 RN1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6956474561(NAD 83)
 RN1224
 RN1224                          SUPERSEDED SURVEY CONTROL
 RN1224
 RN1224  NAVD 88 (07/25/13)  192.669  (m)          632.11   (f) SUPERSEDED  2 1
 RN1224
 RN1224.Superseded values are not recommended for survey control.
 RN1224
 RN1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1224.See file dsdata.pdf to determine how the superseded data were derived.
 RN1224
 RN1224_MARKER: F = FLANGE-ENCASED ROD
 RN1224_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RN1224_STAMPING: A 208 1982
 RN1224_MARK LOGO: NGS
 RN1224_PROJECTION: FLUSH
 RN1224_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 RN1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1224+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2019
 RN1224_ROD/PIPE-DEPTH: 14.6 meters
 RN1224_SLEEVE-DEPTH  : 6.0 meters
 RN1224
 RN1224  HISTORY     - Date     Condition        Report By
 RN1224  HISTORY     - 19820401 MONUMENTED       NGS
 RN1224  HISTORY     - 19990904 GOOD             USPSQD
 RN1224  HISTORY     - 20120722 GOOD             WIDT
 RN1224  HISTORY     - 20190729 GOOD             MNDT
 RN1224
 RN1224                          STATION DESCRIPTION
 RN1224
 RN1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RN1224'IN SUPERIOR.
 RN1224'SET IN THE FRONT LAWN BY THE FLAG POLE AT THE NEW U.S. POST OFFICE AT
 RN1224'SUPERIOR, LOCATED AT THE JUNCTION OF BELKNAP AND FISHER STREET,
 RN1224'34.1 METERS (112.0 FT) NORTH OF THE NORTH CURB OF BELKNAP STREET,
 RN1224'16.7 METERS (55.0 FT) EAST OF THE EAST CURB OF AN ASPHALT ALLEY,
 RN1224'17.9 METERS (59.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE POST
 RN1224'OFFICE BUILDING, 12.1 METERS (40.0 FT) SOUTHWEST OF THE CENTER OF TWO
 RN1224'DOORS AT THE MAIN ENTRANCE, 8.5 METERS (28.0 FT) SOUTH OF THE SOUTH
 RN1224'FACE OF BUILDING, AND 2.5 METERS (8.5 FT) WEST OF THE FLAGPOLE.
 RN1224'THE MARK IS ABOVE LEVEL WITH STREET.
 RN1224
 RN1224                          STATION RECOVERY (1999)
 RN1224
 RN1224'RECOVERY NOTE BY US POWER SQUADRON 1999
 RN1224'RECOVERED IN GOOD CONDITION.
 RN1224
 RN1224                          STATION RECOVERY (2012)
 RN1224
 RN1224'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RN1224'RECOVERED IN GOOD CONDITION.
 RN1224
 RN1224                          STATION RECOVERY (2019)
 RN1224
 RN1224'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DDS)
 RN1224'THE MARK IS LOCATED ABOUT 15.0 KM (9.3 MI) NORTH-NORTHWEST OF SOUTH
 RN1224'RANGE, 13.2 KM (8.2 MI) NORTH OF SUNNYSIDE, 10.8 KM (6.7 MI) NORTHWEST
 RN1224'OF PARKLAND AND 1.1 KM (0.7 MI) EAST OF SUPERIOR.
 RN1224'
 RN1224'THE MARK IS LOCATED ABOUT IN SUPERIOR, IN THE FRONT LAWN BY THE FLAG
 RN1224'POLE AT THE NEW U.S. POST OFFICE AT SUPERIOR, LOCATED AT THE JUNCTION
 RN1224'OF BELKNAP AND FISHER STREET.
 RN1224'
 RN1224'THE MARK IS FOUND 112.0 FT (34.1 M) NORTH OF THE NORTH CURB OF BELKNAP
 RN1224'STREET, 55.0 FT (16.8 M) EAST OF THE EAST CURB OF AN ASPHALT ALLEY,
 RN1224'59.0 FT (18.0 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE POST OFFICE
 RN1224'BUILDING, 40.0 FT (12.2 M) SOUTHWEST OF THE CENTER OF TWO DOORS AT THE
 RN1224'MAIN ENTRANCE, 28.0 FT (8.5 M) SOUTH OF THE SOUTH FACE OF BUILDING AND
 RN1224'8.5 FT (2.6 M) WEST OF THE FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0493 ***********************************************************************
 RM0493  DESIGNATION -  A 209
 RM0493  PID         -  RM0493
 RM0493  STATE/COUNTY-  WI/DOUGLAS
 RM0493  COUNTRY     -  US
 RM0493  USGS QUAD   -  SOUTH RANGE (2018)
 RM0493
 RM0493                         *CURRENT SURVEY CONTROL
 RM0493  ______________________________________________________________________
 RM0493* NAD 83(1986) POSITION- 46 36 14.9    (N) 091 54 17.4    (W)   HD_HELD2
 RM0493* NAVD 88 ORTHO HEIGHT -   267.773 (meters)      878.52  (feet) ADJUSTED
 RM0493  ______________________________________________________________________
 RM0493  GEOID HEIGHT    -        -28.003 (meters)                     GEOID18
 RM0493  DYNAMIC HEIGHT  -        267.802 (meters)      878.61  (feet) COMP
 RM0493  MODELED GRAVITY -    980,712.0   (mgal)                       NAVD 88
 RM0493
 RM0493  VERT ORDER      -  FIRST     CLASS II
 RM0493
 RM0493.The horizontal coordinates were established by autonomous hand held GPS
 RM0493.observations and have an estimated accuracy of +/- 10 meters.
 RM0493
 RM0493.The orthometric height was determined by differential leveling and
 RM0493.adjusted by the NATIONAL GEODETIC SURVEY
 RM0493.in June 1991.
 RM0493
 RM0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0493.GEOID18 height accuracy estimate available here.
 RM0493
 RM0493.Click photographs - Photos may exist for this station.
 RM0493
 RM0493.The dynamic height is computed by dividing the NAVD 88
 RM0493.geopotential number by the normal gravity value computed on the
 RM0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0493.degrees latitude (g = 980.6199 gals.).
 RM0493
 RM0493.The modeled gravity was interpolated from observed gravity values.
 RM0493
 RM0493;                    North         East    Units  Estimated Accuracy
 RM0493;SPC WI N     -   161,521.      454,077.      MT  (+/- 10 meters HH2 GPS)
 RM0493
 RM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8387361757(NAD 83)
 RM0493
 RM0493                          SUPERSEDED SURVEY CONTROL
 RM0493
 RM0493  NAVD 88 (07/25/13)  267.767  (m)          878.50   (f) SUPERSEDED  2 1
 RM0493
 RM0493.Superseded values are not recommended for survey control.
 RM0493
 RM0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0493.See file dsdata.pdf to determine how the superseded data were derived.
 RM0493
 RM0493_MARKER: DV = VERTICAL CONTROL DISK
 RM0493_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RM0493_SP_SET: BRIDGE PIER
 RM0493_STAMPING: A 209 1982
 RM0493_MARK LOGO: NGS
 RM0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0493+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2012
 RM0493
 RM0493  HISTORY     - Date     Condition        Report By
 RM0493  HISTORY     - 1982     MONUMENTED       NGS
 RM0493  HISTORY     - 20031030 GOOD             USPSQD
 RM0493  HISTORY     - 20041127 GOOD             USPSQD
 RM0493  HISTORY     - 20121001 GOOD             WIDT
 RM0493
 RM0493                          STATION DESCRIPTION
 RM0493
 RM0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0493'8.9 KM (5.5 MI) WEST FROM POPLAR.
 RM0493'8.85 KM (5.45 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 RM0493'POPLAR, SET VERTICALLY IN THE NORTH FACE OF THE SOUTHEAST PIER OF A
 RM0493'BRIDGE OVERPASS, AT THE JUNCTION OF U.S. HIGHWAY 53 SOUTH, 8.5 METERS
 RM0493'(28.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 2 EASTBOUND LANE,
 RM0493'15.5 METERS (51.0 FT) WEST OF THE EAST END OF THE METAL GUARD RAIL ON
 RM0493'THE SOUTH SIDE OF THE HIGHWAY.
 RM0493'THE MARK IS 1.5 M ABOVE GROUND.
 RM0493
 RM0493                          STATION RECOVERY (2003)
 RM0493
 RM0493'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0493'RECOVERED IN GOOD CONDITION.
 RM0493
 RM0493                          STATION RECOVERY (2004)
 RM0493
 RM0493'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0493'RECOVERED IN GOOD CONDITION.
 RM0493
 RM0493                          STATION RECOVERY (2012)
 RM0493
 RM0493'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0517 ***********************************************************************
 RM0517  DESIGNATION -  A 210
 RM0517  PID         -  RM0517
 RM0517  STATE/COUNTY-  WI/BAYFIELD
 RM0517  COUNTRY     -  US
 RM0517  USGS QUAD   -  BRULE (2018)
 RM0517
 RM0517                         *CURRENT SURVEY CONTROL
 RM0517  ______________________________________________________________________
 RM0517* NAD 83(1986) POSITION- 46 33 26.85   (N) 091 31 58.24   (W)   HD_HELD1
 RM0517* NAVD 88 ORTHO HEIGHT -   345.433 (meters)     1133.31  (feet) ADJUSTED
 RM0517  ______________________________________________________________________
 RM0517  GEOID HEIGHT    -        -28.894 (meters)                     GEOID18
 RM0517  DYNAMIC HEIGHT  -        345.460 (meters)     1133.40  (feet) COMP
 RM0517  MODELED GRAVITY -    980,682.7   (mgal)                       NAVD 88
 RM0517
 RM0517  VERT ORDER      -  FIRST     CLASS II
 RM0517
 RM0517.The horizontal coordinates were determined by differentially corrected
 RM0517.hand held GPS observations or other comparable positioning techniques
 RM0517.and have an estimated accuracy of +/- 3 meters.
 RM0517
 RM0517.The orthometric height was determined by differential leveling and
 RM0517.adjusted by the NATIONAL GEODETIC SURVEY
 RM0517.in June 1991.
 RM0517
 RM0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0517.GEOID18 height accuracy estimate available here.
 RM0517
 RM0517.Click photographs - Photos may exist for this station.
 RM0517
 RM0517.The dynamic height is computed by dividing the NAVD 88
 RM0517.geopotential number by the normal gravity value computed on the
 RM0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0517.degrees latitude (g = 980.6199 gals.).
 RM0517
 RM0517.The modeled gravity was interpolated from observed gravity values.
 RM0517
 RM0517;                    North         East    Units  Estimated Accuracy
 RM0517;SPC WI N     -   155,716.2     482,469.9     MT  (+/- 3 meters HH1 GPS) 
 RM0517
 RM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1245857033(NAD 83)
 RM0517
 RM0517                          SUPERSEDED SURVEY CONTROL
 RM0517
 RM0517  NAVD 88 (07/25/13)  345.455  (m)         1133.38   (f) SUPERSEDED  2 1
 RM0517
 RM0517.Superseded values are not recommended for survey control.
 RM0517
 RM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0517.See file dsdata.pdf to determine how the superseded data were derived.
 RM0517
 RM0517_MARKER: F = FLANGE-ENCASED ROD
 RM0517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0517_STAMPING: A 210 1982
 RM0517_MARK LOGO: NGS
 RM0517_PROJECTION: FLUSH
 RM0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0517+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2012
 RM0517_ROD/PIPE-DEPTH: 11.8 meters
 RM0517
 RM0517  HISTORY     - Date     Condition        Report By
 RM0517  HISTORY     - 1982     MONUMENTED       NGS
 RM0517  HISTORY     - 20010904 GOOD             USPSQD
 RM0517  HISTORY     - 20031030 GOOD             USPSQD
 RM0517  HISTORY     - 20041127 GOOD             USPSQD
 RM0517  HISTORY     - 20121009 GOOD             WIDT
 RM0517
 RM0517                          STATION DESCRIPTION
 RM0517
 RM0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0517'3.5 KM (2.2 MI) EAST FROM BRULE.
 RM0517'3.5 KM (2.2 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE BRULE,
 RM0517'SET AT A JUNCTION OF A ROAD, 24.9 METERS (82.0 FT) WEST OF THE
 RM0517'CENTERLINE OF THE HIGHWAY, 14.9 METERS (49.0 FT) WEST OF THE CENTER OF
 RM0517'SZNAIDER ROAD (A BLACKTOP ROAD).
 RM0517'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RM0517'THE MARK IS 0.6 M BELOW HIGHWAY.
 RM0517
 RM0517                          STATION RECOVERY (2001)
 RM0517
 RM0517'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 RM0517'RECOVERED IN GOOD CONDITION.
 RM0517
 RM0517                          STATION RECOVERY (2003)
 RM0517
 RM0517'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0517'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 1982 DESCRIPTION--
 RM0517'THE STATION IS NORTH (NOT WEST) OF HIGHWAY 2.
 RM0517
 RM0517                          STATION RECOVERY (2004)
 RM0517
 RM0517'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0517'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS ABOUT 4 INCHES
 RM0517'BELOW GROUND LEVEL.
 RM0517
 RM0517                          STATION RECOVERY (2012)
 RM0517
 RM0517'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0517'DUE TO THE RECONSTRUCTION OF U.S. HIGHWAY 2, THE STATION IS NOW 42.2 M
 RM0517'(138.5 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 2, 18.3 M (60.0 FT)
 RM0517'SOUTH OF A YELLOW PLASTIC 4X4 RIGHT-OF-WAY POST, AND LOCATED IN THE
 RM0517'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 RM0517'
 RM0517'NOTE-THIS STATION HAS THREE TREES TO THE NORTH-NORTHWEST WHICH EXTEND
 RM0517'TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0592 ***********************************************************************
 RM0592  DESIGNATION -  A 211
 RM0592  PID         -  RM0592
 RM0592  STATE/COUNTY-  WI/IRON
 RM0592  COUNTRY     -  US
 RM0592  USGS QUAD   -  CEDAR (2018)
 RM0592
 RM0592                         *CURRENT SURVEY CONTROL
 RM0592  ______________________________________________________________________
 RM0592* NAD 83(1986) POSITION- 46 30 40.37   (N) 090 30 27.36   (W)   HD_HELD1
 RM0592* NAVD 88 ORTHO HEIGHT -   334.430 (meters)     1097.21  (feet) ADJUSTED
 RM0592  ______________________________________________________________________
 RM0592  GEOID HEIGHT    -        -31.135 (meters)                     GEOID18
 RM0592  DYNAMIC HEIGHT  -        334.448 (meters)     1097.27  (feet) COMP
 RM0592  MODELED GRAVITY -    980,660.3   (mgal)                       NAVD 88
 RM0592
 RM0592  VERT ORDER      -  FIRST     CLASS II
 RM0592
 RM0592.The horizontal coordinates were determined by differentially corrected
 RM0592.hand held GPS observations or other comparable positioning techniques
 RM0592.and have an estimated accuracy of +/- 3 meters.
 RM0592
 RM0592.The orthometric height was determined by differential leveling and
 RM0592.adjusted by the NATIONAL GEODETIC SURVEY
 RM0592.in June 1991.
 RM0592
 RM0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0592.GEOID18 height accuracy estimate available here.
 RM0592
 RM0592.Click photographs - Photos may exist for this station.
 RM0592
 RM0592.The dynamic height is computed by dividing the NAVD 88
 RM0592.geopotential number by the normal gravity value computed on the
 RM0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0592.degrees latitude (g = 980.6199 gals.).
 RM0592
 RM0592.The modeled gravity was interpolated from observed gravity values.
 RM0592
 RM0592;                    North         East    Units  Estimated Accuracy
 RM0592;SPC WI N     -   149,566.1     561,045.0     MT  (+/- 3 meters HH1 GPS) 
 RM0592
 RM0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9120453867(NAD 83)
 RM0592
 RM0592                          SUPERSEDED SURVEY CONTROL
 RM0592
 RM0592  NAVD 88 (07/25/13)  334.459  (m)         1097.30   (f) SUPERSEDED  2 1
 RM0592
 RM0592.Superseded values are not recommended for survey control.
 RM0592
 RM0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0592.See file dsdata.pdf to determine how the superseded data were derived.
 RM0592
 RM0592_MARKER: F = FLANGE-ENCASED ROD
 RM0592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0592_STAMPING: A 211 1982
 RM0592_MARK LOGO: NGS
 RM0592_PROJECTION: FLUSH
 RM0592_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0592+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 RM0592_ROD/PIPE-DEPTH: 14.9 meters
 RM0592
 RM0592  HISTORY     - Date     Condition        Report By
 RM0592  HISTORY     - 1982     MONUMENTED       NGS
 RM0592  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 RM0592  HISTORY     - 20120605 GOOD             WIDT
 RM0592
 RM0592                          STATION DESCRIPTION
 RM0592
 RM0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0592'7.6 KM (4.75 MI) WEST FROM SAXON.
 RM0592'7.6 KM (4.75 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 RM0592'HIGHWAY 122 JUST NORTH OF SAXON, ALSO, 3.7 KM (2.3 MI) EAST ALONG U.S.
 RM0592'HIGHWAY 2 FROM THE ASHLAND-IRON COUNTY LINE, SET IN THE LAWN AT THE
 RM0592'SOUTHEAST CORNER OF THE FRONTIER BAR, 36.6 METERS (120.0 FT) NORTHEAST
 RM0592'OF THE CENTERLINE OF THE HIGHWAY, 38.7 METERS (127.0 FT) EAST OF THE
 RM0592'EXTENDED CENTER OF STATE HIGHWAY 169 SOUTH, 12.2 METERS (40.0 FT)
 RM0592'NORTH-NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 9.1 METERS
 RM0592'(30.0 FT) WEST-SOUTHWEST OF THE CENTER OF A METAL SEPTIC TANK COVER,
 RM0592'1.8 METERS (6.0 FT) SOUTHWEST OF THE EASTERNMOST SOUTHEAST CORNER OF
 RM0592'THE BAR AND CAFE, 3.3 METERS (11.0 FT) NORTHEAST OF THE SOUTHERNMOST
 RM0592'SOUTHEAST CORNER OF THE BAR, AND 1.2 METERS (4.0 FT) SOUTH OF THE
 RM0592'SOUTH FACE OF THE SOUTHEAST FACE OF THE BUILDING.
 RM0592'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RM0592
 RM0592                          STATION RECOVERY (2003)
 RM0592
 RM0592'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0592'NOT FOUND.  RE-LANDSCAPPING MAY HAVE PLACED THE STATION WELL UNDER THE
 RM0592'SURFACE.
 RM0592
 RM0592                          STATION RECOVERY (2012)
 RM0592
 RM0592'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0592'THE STATION IS 23.1 M (75.8 FT) NORTHWEST OF A POWER POLE
 RM0592'--47-1E-33-11/68-- WITH A GUY WIRE TO THE NORTH AND A SINGLE
 RM0592'TRANSFORMER ON THE SOUTH SIDE OF THE POLE, 11 M (36.1 FT) WEST OF THE
 RM0592'EXTENDED CENTER OF THE EASTERN DRIVEWAY TO THE FRONTIER BAR -11296 W
 RM0592'USH 2-, 9.05 M (29.7 FT) WEST OF A STEEL SEPTIC SYSTEM CLEAN OUT, 4.2
 RM0592'M (13.8 FT) NORTH OF THE NORTH EDGE OF THE ASPHALT PARKING LOT, 2.0 M
 RM0592'(6.6 FT) SOUTHWEST OF A 10 CM (4 INCH) PVC CONDUIT FOR THE BUILDING'S
 RM0592'ELECTRICAL SERVICE, 1.2 M (3.9 FT) SOUTH OF A 5 FT X 3 FT WINDOW ON
 RM0592'THE SOUTH SIDE OF THE BUILDING, AND 0.2 M (0.7 FT) SOUTH OF THE
 RM0592'LANDSCAPE EDGING.
 RM0592'
 RM0592'NOTE-THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO ITS
 RM0592'LOCATION RELATIVE TO THE REFERENCED BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0481 ***********************************************************************
 RM0481  DESIGNATION -  A 212
 RM0481  PID         -  RM0481
 RM0481  STATE/COUNTY-  WI/IRON
 RM0481  COUNTRY     -  US
 RM0481  USGS QUAD   -  MERCER (2018)
 RM0481
 RM0481                         *CURRENT SURVEY CONTROL
 RM0481  ______________________________________________________________________
 RM0481* NAD 83(1986) POSITION- 46 10 03.07   (N) 090 04 02.07   (W)   HD_HELD1
 RM0481* NAVD 88 ORTHO HEIGHT -   489.544 (meters)     1606.11  (feet) ADJUSTED
 RM0481  ______________________________________________________________________
 RM0481  GEOID HEIGHT    -        -30.710 (meters)                     GEOID18
 RM0481  DYNAMIC HEIGHT  -        489.541 (meters)     1606.10  (feet) COMP
 RM0481  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 RM0481
 RM0481  VERT ORDER      -  FIRST     CLASS II
 RM0481
 RM0481.The horizontal coordinates were determined by differentially corrected
 RM0481.hand held GPS observations or other comparable positioning techniques
 RM0481.and have an estimated accuracy of +/- 3 meters.
 RM0481
 RM0481.The orthometric height was determined by differential leveling and
 RM0481.adjusted by the NATIONAL GEODETIC SURVEY
 RM0481.in June 1991.
 RM0481
 RM0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0481.GEOID18 height accuracy estimate available here.
 RM0481
 RM0481.Click photographs - Photos may exist for this station.
 RM0481
 RM0481.The dynamic height is computed by dividing the NAVD 88
 RM0481.geopotential number by the normal gravity value computed on the
 RM0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0481.degrees latitude (g = 980.6199 gals.).
 RM0481
 RM0481.The modeled gravity was interpolated from observed gravity values.
 RM0481
 RM0481;                    North         East    Units  Estimated Accuracy
 RM0481;SPC WI N     -   111,241.3     594,807.3     MT  (+/- 3 meters HH1 GPS) 
 RM0481
 RM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2640016841(NAD 83)
 RM0481
 RM0481                          SUPERSEDED SURVEY CONTROL
 RM0481
 RM0481  NAVD 88 (07/25/13)  489.559  (m)         1606.16   (f) SUPERSEDED  2 1
 RM0481
 RM0481.Superseded values are not recommended for survey control.
 RM0481
 RM0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0481.See file dsdata.pdf to determine how the superseded data were derived.
 RM0481
 RM0481_MARKER: F = FLANGE-ENCASED ROD
 RM0481_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0481_STAMPING: A 212 1982
 RM0481_MARK LOGO: NGS
 RM0481_PROJECTION: FLUSH
 RM0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0481+STABILITY: POSITION/ELEVATION WELL
 RM0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0481+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2012
 RM0481_ROD/PIPE-DEPTH: 12.2 meters
 RM0481_SLEEVE-DEPTH  : 6.1 meters
 RM0481
 RM0481  HISTORY     - Date     Condition        Report By
 RM0481  HISTORY     - 1982     MONUMENTED       NGS
 RM0481  HISTORY     - 1990     GOOD             USPSQD
 RM0481  HISTORY     - 20021128 GOOD             USPSQD
 RM0481  HISTORY     - 20040312 GOOD             USPSQD
 RM0481  HISTORY     - 20050913 GOOD             WIDT
 RM0481  HISTORY     - 20061111 GOOD             USPSQD
 RM0481  HISTORY     - 20121103 GOOD             WIDT
 RM0481
 RM0481                          STATION DESCRIPTION
 RM0481
 RM0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0481'IN MERCER.
 RM0481'IN MERCER, SET IN THE LAWN AND BY THE FLAGPOLE AT THE NORTHERN
 RM0481'HIGHLANDS STATE BANK, LOCATED JUST NORTH OF THE JUNCTION OF U.S.
 RM0481'HIGHWAY 51 AND STATE ROUTE J LEADING EAST, 69.2 METERS (227.0 FT)
 RM0481'NORTHWEST OF THE CENTER OF STATE ROUTE J, 19.8 METERS (65.0 FT)
 RM0481'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.7 METERS (58.0 FT)
 RM0481'EAST-NORTHEAST OF A POWER POLE AND A STREET LIGHT, 16.0 METERS
 RM0481'(52.5 FT) WEST-NORTHWEST OF THE SOUTH-SOUTHWEST CORNER OF THE BANK
 RM0481'BUILDING, 6.1 METERS (20.0 FT) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER
 RM0481'OF THE BUILDING, 5.5 METERS (18.0 FT) SOUTHWEST OF THE SOUTH FACE OF
 RM0481'THE BUILDING, AND 1.7 METERS (5.5 FT) WEST-NORTHWEST OF THE FLAGPOLE.
 RM0481'THE MARK IS 0.3 M ABOVE HIGHWAY.
 RM0481
 RM0481                          STATION RECOVERY (1990)
 RM0481
 RM0481'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0481'RECOVERED IN GOOD CONDITION.
 RM0481
 RM0481                          STATION RECOVERY (2002)
 RM0481
 RM0481'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0481'RECOVERED IN GOOD CONDITION. THE BANK IS NOW THE ASSOCIATED BANK.
 RM0481'NOTE--ACCESS TO POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0481
 RM0481                          STATION RECOVERY (2004)
 RM0481
 RM0481'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0481'RECOVERED IN GOOD CONDITION.
 RM0481
 RM0481                          STATION RECOVERY (2005)
 RM0481
 RM0481'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0481'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 RM0481
 RM0481                          STATION RECOVERY (2006)
 RM0481
 RM0481'RECOVERY NOTE BY US POWER SQUADRON 2006
 RM0481'RECOVERED IN GOOD CONDITION.
 RM0481
 RM0481                          STATION RECOVERY (2012)
 RM0481
 RM0481'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0549 ***********************************************************************
 RM0549  DESIGNATION -  A 213
 RM0549  PID         -  RM0549
 RM0549  STATE/COUNTY-  WI/BAYFIELD
 RM0549  COUNTRY     -  US
 RM0549  USGS QUAD   -  MOQUAH (2018)
 RM0549
 RM0549                         *CURRENT SURVEY CONTROL
 RM0549  ______________________________________________________________________
 RM0549* NAD 83(1986) POSITION- 46 31 47.53   (N) 091 06 57.27   (W)   HD_HELD1
 RM0549* NAVD 88 ORTHO HEIGHT -   289.772 (meters)      950.69  (feet) ADJUSTED
 RM0549  ______________________________________________________________________
 RM0549  GEOID HEIGHT    -        -30.729 (meters)                     GEOID18
 RM0549  DYNAMIC HEIGHT  -        289.780 (meters)      950.72  (feet) COMP
 RM0549  MODELED GRAVITY -    980,636.4   (mgal)                       NAVD 88
 RM0549
 RM0549  VERT ORDER      -  FIRST     CLASS II
 RM0549
 RM0549.The horizontal coordinates were determined by differentially corrected
 RM0549.hand held GPS observations or other comparable positioning techniques
 RM0549.and have an estimated accuracy of +/- 3 meters.
 RM0549
 RM0549.The orthometric height was determined by differential leveling and
 RM0549.adjusted by the NATIONAL GEODETIC SURVEY
 RM0549.in June 1991.
 RM0549
 RM0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0549.GEOID18 height accuracy estimate available here.
 RM0549
 RM0549.Click photographs - Photos may exist for this station.
 RM0549
 RM0549.The dynamic height is computed by dividing the NAVD 88
 RM0549.geopotential number by the normal gravity value computed on the
 RM0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0549.degrees latitude (g = 980.6199 gals.).
 RM0549
 RM0549.The modeled gravity was interpolated from observed gravity values.
 RM0549
 RM0549;                    North         East    Units  Estimated Accuracy
 RM0549;SPC WI N     -   152,116.7     514,392.7     MT  (+/- 3 meters HH1 GPS) 
 RM0549
 RM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4448954646(NAD 83)
 RM0549
 RM0549                          SUPERSEDED SURVEY CONTROL
 RM0549
 RM0549  NAVD 88 (07/25/13)  289.787  (m)          950.74   (f) SUPERSEDED  2 1
 RM0549
 RM0549.Superseded values are not recommended for survey control.
 RM0549
 RM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0549.See file dsdata.pdf to determine how the superseded data were derived.
 RM0549
 RM0549_MARKER: F = FLANGE-ENCASED ROD
 RM0549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0549_STAMPING: A 213 1982
 RM0549_MARK LOGO: NGS
 RM0549_PROJECTION: FLUSH
 RM0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0549+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2012
 RM0549_ROD/PIPE-DEPTH: 3.6 meters
 RM0549
 RM0549  HISTORY     - Date     Condition        Report By
 RM0549  HISTORY     - 1982     MONUMENTED       NGS
 RM0549  HISTORY     - 20011220 MARK NOT FOUND   USPSQD
 RM0549  HISTORY     - 20041128 GOOD             USPSQD
 RM0549  HISTORY     - 20121016 GOOD             WIDT
 RM0549
 RM0549                          STATION DESCRIPTION
 RM0549
 RM0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0549'20.4 KM (12.65 MI) WEST FROM ASHLAND.
 RM0549'20.35 KM (12.65 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0549'ASHLAND, SET AT A ROAD JUNCTION, 19.0 METERS (62.5 FT) SOUTH OF THE
 RM0549'CENTERLINE OF THE HIGHWAY, 26.5 METERS (87.0 FT) WEST OF THE CENTER OF
 RM0549'A BLACKTOP ROAD, (STEFANSKI ROAD).
 RM0549'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RM0549'THE MARK IS 1.2 M ABOVE HIGHWAY.
 RM0549
 RM0549                          STATION RECOVERY (2001)
 RM0549
 RM0549'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 RM0549'WITNESS POST FOUND. MARK NOT FOUND
 RM0549
 RM0549                          STATION RECOVERY (2004)
 RM0549
 RM0549'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0549'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN A TREELINE ABOUT
 RM0549'12 FEET WEST OF THE EASTERN END OF THE TREELINE RUNNING PARALLEL TO
 RM0549'HIGHWAY 2.
 RM0549
 RM0549                          STATION RECOVERY (2012)
 RM0549
 RM0549'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0549'THE STATION IS 4.7 M (15.4 FT) SOUTHWEST OF A WOODEN CARVED BEAR IN A
 RM0549'MULCH BED, 0.3 M (1.0 FT) NORTH OF AN ORANGE CARSONITE WITNESS POST,
 RM0549'AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 RM0549'PLASTIC WITNESS POSTS.
 RM0549'
 RM0549'NOTE-THE TREE LINE REFERENCED IN THE 2004 RECOVERY HAS SINCE BEEN
 RM0549'CLEARED AND THE STATION IS NOW OPEN EXCEPT FOR A CLUSTER OF TREES TO
 RM0549'THE SOUTH-SOUTHEAST WHICH EXTEND TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0582 ***********************************************************************
 RM0582  DESIGNATION -  A 214
 RM0582  PID         -  RM0582
 RM0582  STATE/COUNTY-  WI/ASHLAND
 RM0582  COUNTRY     -  US
 RM0582  USGS QUAD   -  CEDAR (2018)
 RM0582
 RM0582                         *CURRENT SURVEY CONTROL
 RM0582  ______________________________________________________________________
 RM0582* NAD 83(1986) POSITION- 46 34 20.6    (N) 090 37 16.7    (W)   HD_HELD2
 RM0582* NAVD 88 ORTHO HEIGHT -   220.872 (meters)      724.64  (feet) ADJUSTED
 RM0582  ______________________________________________________________________
 RM0582  GEOID HEIGHT    -        -31.637 (meters)                     GEOID18
 RM0582  DYNAMIC HEIGHT  -        220.881 (meters)      724.67  (feet) COMP
 RM0582  MODELED GRAVITY -    980,650.8   (mgal)                       NAVD 88
 RM0582
 RM0582  VERT ORDER      -  FIRST     CLASS II
 RM0582
 RM0582.The horizontal coordinates were established by autonomous hand held GPS
 RM0582.observations and have an estimated accuracy of +/- 10 meters.
 RM0582
 RM0582.The orthometric height was determined by differential leveling and
 RM0582.adjusted by the NATIONAL GEODETIC SURVEY
 RM0582.in June 1991.
 RM0582
 RM0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0582.GEOID18 height accuracy estimate available here.
 RM0582
 RM0582.Click photographs - Photos may exist for this station.
 RM0582
 RM0582.The dynamic height is computed by dividing the NAVD 88
 RM0582.geopotential number by the normal gravity value computed on the
 RM0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0582.degrees latitude (g = 980.6199 gals.).
 RM0582
 RM0582.The modeled gravity was interpolated from observed gravity values.
 RM0582
 RM0582;                    North         East    Units  Estimated Accuracy
 RM0582;SPC WI N     -   156,428.      552,372.      MT  (+/- 10 meters HH2 GPS)
 RM0582
 RM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8227660395(NAD 83)
 RM0582
 RM0582                          SUPERSEDED SURVEY CONTROL
 RM0582
 RM0582  NAVD 88 (07/25/13)  220.897  (m)          724.73   (f) SUPERSEDED  2 1
 RM0582
 RM0582.Superseded values are not recommended for survey control.
 RM0582
 RM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0582.See file dsdata.pdf to determine how the superseded data were derived.
 RM0582
 RM0582_MARKER: F = FLANGE-ENCASED ROD
 RM0582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0582_STAMPING: A 214 1982
 RM0582_MARK LOGO: NGS
 RM0582_PROJECTION: FLUSH
 RM0582_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0582+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 RM0582_ROD/PIPE-DEPTH: 7.3 meters
 RM0582
 RM0582  HISTORY     - Date     Condition        Report By
 RM0582  HISTORY     - 1982     MONUMENTED       NGS
 RM0582  HISTORY     - 19970626 GOOD             USPSQD
 RM0582  HISTORY     - 20020616 GOOD             USPSQD
 RM0582  HISTORY     - 20031221 GOOD             USPSQD
 RM0582  HISTORY     - 20120607 GOOD             WIDT
 RM0582
 RM0582                          STATION DESCRIPTION
 RM0582
 RM0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0582'7.6 KM (4.7 MI) SE FROM ODANAH.
 RM0582'7.6 KM (4.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RM0582'COUNTY ROAD A IN ODANAH, SET AT A POWERLINE CROSSING, BETWEEN THREE
 RM0582'POWERLINE POLES, 77.7 METERS (255.0 FT) EAST-NORTHEAST OF THE
 RM0582'CENTERLINE OF THE HIGHWAY, 1.1 METERS (3.5 FT) NORTH OF A POWERLINE
 RM0582'POLE (CENTER ONE OF THREE), AND 2.6 METERS (8.5 FT) SOUTH OF A
 RM0582'POWERLINE POLE (NORTHERNMOST ONE OF THREE).
 RM0582'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 RM0582'THE MARK IS 0.6 M ABOVE HIGHWAY.
 RM0582
 RM0582                          STATION RECOVERY (1997)
 RM0582
 RM0582'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0582'RECOVERED IN GOOD CONDITION.
 RM0582
 RM0582                          STATION RECOVERY (2002)
 RM0582
 RM0582'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0582'RECOVERED IN GOOD CONDITION.
 RM0582
 RM0582                          STATION RECOVERY (2003)
 RM0582
 RM0582'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0582'STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE POWERLINE POLES
 RM0582'ARE IN A CLEARING IN THE TREES TO THE SOUTHWEST AND NORTHEAST.  THE
 RM0582'CLEARED AREA IS USED AS A SNOWMOBILE TRAIL IN THE WINTER.  THE WITNESS
 RM0582'POST IS A YELLOW METAL POST WITH A WHITE METAL SIGN ATTACHED.  EXCEPT
 RM0582'FOR THE THREE POWER LINE POLES, THERE ARE NO OBSTRUCTIONS FOR
 RM0582'SATELLITE OBSERVATIONS.
 RM0582
 RM0582                          STATION RECOVERY (2012)
 RM0582
 RM0582'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0582'THE STATION IS 0.3 M (1.0 FT) WEST OF AN ORANGE CARSONITE WITNESS POST
 RM0582'AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 RM0582'PLASTIC WITNESS POSTS.  NOTE-THE STATION IS LOCATED BENEATH A SET OF
 RM0582'THREE POWER POLES NUMBERED 122.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0464 ***********************************************************************
 QM0464  DESIGNATION -  A 216
 QM0464  PID         -  QM0464
 QM0464  STATE/COUNTY-  WI/ONEIDA
 QM0464  COUNTRY     -  US
 QM0464  USGS QUAD   -  WOODRUFF (2018)
 QM0464
 QM0464                         *CURRENT SURVEY CONTROL
 QM0464  ______________________________________________________________________
 QM0464* NAD 83(1986) POSITION- 45 53 35.90   (N) 089 41 51.62   (W)   HD_HELD1
 QM0464* NAVD 88 ORTHO HEIGHT -   490.555 (meters)     1609.43  (feet) ADJUSTED
 QM0464  ______________________________________________________________________
 QM0464  GEOID HEIGHT    -        -31.224 (meters)                     GEOID18
 QM0464  DYNAMIC HEIGHT  -        490.535 (meters)     1609.36  (feet) COMP
 QM0464  MODELED GRAVITY -    980,559.6   (mgal)                       NAVD 88
 QM0464
 QM0464  VERT ORDER      -  FIRST     CLASS II
 QM0464
 QM0464.The horizontal coordinates were determined by differentially corrected
 QM0464.hand held GPS observations or other comparable positioning techniques
 QM0464.and have an estimated accuracy of +/- 3 meters.
 QM0464
 QM0464.The orthometric height was determined by differential leveling and
 QM0464.adjusted by the NATIONAL GEODETIC SURVEY
 QM0464.in June 1991.
 QM0464
 QM0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0464.GEOID18 height accuracy estimate available here.
 QM0464
 QM0464.Click photographs - Photos may exist for this station.
 QM0464
 QM0464.The dynamic height is computed by dividing the NAVD 88
 QM0464.geopotential number by the normal gravity value computed on the
 QM0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0464.degrees latitude (g = 980.6199 gals.).
 QM0464
 QM0464.The modeled gravity was interpolated from observed gravity values.
 QM0464
 QM0464;                    North         East    Units  Estimated Accuracy
 QM0464;SPC WI N     -    80,805.9     623,463.2     MT  (+/- 3 meters HH1 GPS) 
 QM0464
 QM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9071485732(NAD 83)
 QM0464
 QM0464                          SUPERSEDED SURVEY CONTROL
 QM0464
 QM0464.No superseded survey control is available for this station.
 QM0464
 QM0464_MARKER: I = METAL ROD
 QM0464_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QM0464_STAMPING: A 216 1982
 QM0464_MARK LOGO: NGS
 QM0464_PROJECTION: FLUSH
 QM0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0464+STABILITY: POSITION/ELEVATION WELL
 QM0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0464+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 QM0464_ROD/PIPE-DEPTH: 17.1 meters
 QM0464_SLEEVE-DEPTH  : 6.1 meters
 QM0464
 QM0464  HISTORY     - Date     Condition        Report By
 QM0464  HISTORY     - 1982     MONUMENTED       NGS
 QM0464  HISTORY     - 20010806 GOOD             USPSQD
 QM0464  HISTORY     - 20030119 GOOD             USPSQD
 QM0464  HISTORY     - 20040311 GOOD             USPSQD
 QM0464  HISTORY     - 20050921 POOR             WIDT
 QM0464
 QM0464                          STATION DESCRIPTION
 QM0464
 QM0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0464'IN WOODRUFF.
 QM0464'IN WOODRUFF, SET IN THE LAWN AND BY THE FLAGPOLE AT THE OUR LADY QUEEN
 QM0464'OF THE UNIVERSE CATHOLIC CHURCH, AT THE JUNCTION OF OAK STREET AND
 QM0464'MARGERET STREET, AND ABOUT 2 BLOCKS SOUTH ALONG OAK STREET FROM THE
 QM0464'POST OFFICE, 39.6 METERS (130.0 FT) WEST OF THE CENTER OF OAK STREET,
 QM0464'16.7 METERS (55.0 FT) SOUTH OF THE CENTER OF MARGARET STREET,
 QM0464'15.8 METERS (52.0 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE
 QM0464'CHURCH, 9.7 METERS (32.0 FT) WEST-NORTHWEST OF THE CENTER OF THE 2
 QM0464'DOORS AT THE MAIN ENTRANCE TO THE CHURCH, AND 2.3 METERS (7.5 FT) EAST
 QM0464'OF THE FLAGPOLE.
 QM0464'THE MARK IS 0.1 M ABOVE MARGARET STREET.
 QM0464
 QM0464                          STATION RECOVERY (2001)
 QM0464
 QM0464'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0464'RECOVERED IN GOOD CONDITION.
 QM0464
 QM0464                          STATION RECOVERY (2003)
 QM0464
 QM0464'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0464'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 FEET NORTHWEST OF
 QM0464'THE CURBING FOR THE CIRCULAR DRIVE IN FRONT OF THE CHURCH.  THE CHURCH
 QM0464'IS NAMED 'LADY QUEEN OF THE UNIVERSE'.  THE CHURCH BUILDING TO THE
 QM0464'SOUTH IS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 QM0464
 QM0464                          STATION RECOVERY (2004)
 QM0464
 QM0464'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0464'RECOVERED IN GOOD CONDITION.
 QM0464
 QM0464                          STATION RECOVERY (2005)
 QM0464
 QM0464'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0464'RECOVERED IN POOR CONDITION. -NOTE-ACCESS COVER HAS BEEN HIT BY A LAWN
 QM0464'MOWER MULTIPLE TIMES AND IS BROKEN OFF, THE FLANGE TO THE ACCESS COVER
 QM0464'PROTRUDES 3 CM ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0756 ***********************************************************************
 PN0756  DESIGNATION -  A 218
 PN0756  PID         -  PN0756
 PN0756  STATE/COUNTY-  WI/WAUPACA
 PN0756  COUNTRY     -  US
 PN0756  USGS QUAD   -  WAUPACA (2018)
 PN0756
 PN0756                         *CURRENT SURVEY CONTROL
 PN0756  ______________________________________________________________________
 PN0756* NAD 83(1986) POSITION- 44 21 36.41   (N) 089 05 04.38   (W)   HD_HELD1
 PN0756* NAVD 88 ORTHO HEIGHT -   260.361 (meters)      854.20  (feet) ADJUSTED
 PN0756  ______________________________________________________________________
 PN0756  GEOID HEIGHT    -        -36.405 (meters)                     GEOID18
 PN0756  DYNAMIC HEIGHT  -        260.315 (meters)      854.05  (feet) COMP
 PN0756  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 PN0756
 PN0756  VERT ORDER      -  SECOND    CLASS I
 PN0756
 PN0756.The horizontal coordinates were determined by differentially corrected
 PN0756.hand held GPS observations or other comparable positioning techniques
 PN0756.and have an estimated accuracy of +/- 3 meters.
 PN0756
 PN0756.The orthometric height was determined by differential leveling and
 PN0756.adjusted by the WI DEPT OF TRANSP
 PN0756.in May 2012.
 PN0756
 PN0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0756.GEOID18 height accuracy estimate available here.
 PN0756
 PN0756.Click photographs - Photos may exist for this station.
 PN0756
 PN0756.The dynamic height is computed by dividing the NAVD 88
 PN0756.geopotential number by the normal gravity value computed on the
 PN0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0756.degrees latitude (g = 980.6199 gals.).
 PN0756
 PN0756.The modeled gravity was interpolated from observed gravity values.
 PN0756
 PN0756;                    North         East    Units  Estimated Accuracy
 PN0756;SPC WI C     -    58,946.2     672,976.3     MT  (+/- 3 meters HH1 GPS) 
 PN0756
 PN0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3388613984(NAD 83)
 PN0756
 PN0756                          SUPERSEDED SURVEY CONTROL
 PN0756
 PN0756  NAVD 88 (04/20/07)  260.335  (m)          854.12   (f) SUPERSEDED  2 1
 PN0756  NAVD 88 (06/15/91)  260.324  (m)          854.08   (f) SUPERSEDED  1 2
 PN0756
 PN0756.Superseded values are not recommended for survey control.
 PN0756
 PN0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0756.See file dsdata.pdf to determine how the superseded data were derived.
 PN0756
 PN0756_MARKER: DV = VERTICAL CONTROL DISK
 PN0756_SETTING: 66 = SET IN ROCK OUTCROP
 PN0756_STAMPING: A 218 1985
 PN0756_MARK LOGO: NGS
 PN0756_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0756+STABILITY: POSITION/ELEVATION WELL
 PN0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0756+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 PN0756
 PN0756  HISTORY     - Date     Condition        Report By
 PN0756  HISTORY     - 1985     MONUMENTED       NGS
 PN0756  HISTORY     - 20021223 GOOD             USPSQD
 PN0756  HISTORY     - 20030226 GOOD             WIDT
 PN0756  HISTORY     - 20040328 GOOD             USPSQD
 PN0756  HISTORY     - 20051018 GOOD             WIDT
 PN0756  HISTORY     - 20071129 GOOD             WIDT
 PN0756  HISTORY     - 20081008 GOOD             GEOSPC
 PN0756
 PN0756                          STATION DESCRIPTION
 PN0756
 PN0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0756'IN WAUPACA.
 PN0756'IN WAUPACA, AT THE INTERSECTION OF MAIN AND WATER STREETS, NEAR THE
 PN0756'CENTER OF THE SOUTHERN 1/3 OF A 9 BY 13 FT EXPOSED AREA OF OUTCROPPING
 PN0756'BEDROCK NEAR THE SOUTHEAST CORNER OF NEL RASMUSSEN MUNICIPAL PARK,
 PN0756'43.3 M (142.1 FT) EAST OF THE EXTENDED CENTER OF MAIN STREET, 14.3 M
 PN0756'(46.9 FT) SOUTHWEST OF UTILITY POLE NUMBER 44BB95, AND 7.7 M (25.3 FT)
 PN0756'NORTHWEST OF THE CENTER OF WATER STREET.
 PN0756'THE MARK IS 0.6 M ABOVE WATER STREET.
 PN0756
 PN0756                          STATION RECOVERY (2002)
 PN0756
 PN0756'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0756'RECOVERED IN GOOD CONDITION.  THERE IS ONE OAK TREE OVER THE STATION
 PN0756'WHICH COULD RESTRICT SATELLITE OBSERVATIONS.
 PN0756
 PN0756                          STATION RECOVERY (2003)
 PN0756
 PN0756'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0756'OWNERSHIP--CITY OF WAUPACA.  TO REACH THE STATION FROM THE JUNCTION OF
 PN0756'US HIGHWAY 10 WITH STATE HIGHWAY 54 AND STATE HIGHWAY 49 (FULTON
 PN0756'STREET), IN THE CITY OF WAUPACA, GO EAST ON STATE HIGHWAY 54 AND 49
 PN0756'(FULTON STREET) FOR 1.55 MI (2.49 KM) TO MAIN STREET, TURN LEFT AND GO
 PN0756'NORTH ON MAIN STREET FOR 0.11 MI (0.18 KM) TO WATER STREET AND THE
 PN0756'STATION ON THE RIGHT.  THE STATION IS A BRONZE NATIONAL GEODETIC
 PN0756'SURVEY BENCH MARK DISK SET IN A ROCK OUTCROP AND IS 0.5 M (1.6 FT)
 PN0756'ABOVE THE STREET PAVEMENT.  THE STATION IS 43.3 M (142.1 FT) EAST OF
 PN0756'THE EXTENDED CENTERLINE OF MAIN STREET, 14.3 M (46.9 FT) SOUTHWEST OF
 PN0756'POWER POLE --44BB95--, 7.7 M (25.3 FT) NORTHWEST OF CENTERLINE OF
 PN0756'WATER STREET, AND 2.7 M (8.9 FT) NORTH OF THE BACK OF THE CURB AND
 PN0756'GUTTER.  ---NOTE 1--- THIS STATION IS NOT SUITABLE FOR GPS
 PN0756'OBSERVATIONS DUE TO TREES TO THE NORTH AT 90 DEGREES AND ONE TREE TO
 PN0756'THE SOUTHEAST AT 30 DEGREES.  ---NOTE 2---THE STATION IS LOCATED NEAR
 PN0756'THE SOUTHEAST CORNER OF NEL RASMUSSEN MUNICIPAL PARK.
 PN0756
 PN0756                          STATION RECOVERY (2004)
 PN0756
 PN0756'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0756'RECOVERED IN GOOD CONDITION.
 PN0756
 PN0756                          STATION RECOVERY (2005)
 PN0756
 PN0756'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (EPS)
 PN0756'RECOVERED IN GOOD CONDITION.
 PN0756
 PN0756                          STATION RECOVERY (2007)
 PN0756
 PN0756'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 PN0756'RECOVERED IN GOOD CONDITION.
 PN0756
 PN0756                          STATION RECOVERY (2008)
 PN0756
 PN0756'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2008 (DJH)
 PN0756'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0731 ***********************************************************************
 PN0731  DESIGNATION -  A 219
 PN0731  PID         -  PN0731
 PN0731  STATE/COUNTY-  WI/OUTAGAMIE
 PN0731  COUNTRY     -  US
 PN0731  USGS QUAD   -  SHIOCTON (2018)
 PN0731
 PN0731                         *CURRENT SURVEY CONTROL
 PN0731  ______________________________________________________________________
 PN0731* NAD 83(1986) POSITION- 44 26 39.4    (N) 088 35 10.4    (W)   HD_HELD2
 PN0731* NAVD 88 ORTHO HEIGHT -   233.994 (meters)      767.70  (feet) ADJUSTED
 PN0731  ______________________________________________________________________
 PN0731  GEOID HEIGHT    -        -36.372 (meters)                     GEOID18
 PN0731  DYNAMIC HEIGHT  -        233.959 (meters)      767.58  (feet) COMP
 PN0731  MODELED GRAVITY -    980,462.8   (mgal)                       NAVD 88
 PN0731
 PN0731  VERT ORDER      -  SECOND    CLASS I
 PN0731
 PN0731.The horizontal coordinates were established by autonomous hand held GPS
 PN0731.observations and have an estimated accuracy of +/- 10 meters.
 PN0731
 PN0731.The orthometric height was determined by differential leveling and
 PN0731.adjusted by the WI DEPT OF TRANSP
 PN0731.in May 2012.
 PN0731
 PN0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0731.GEOID18 height accuracy estimate available here.
 PN0731
 PN0731.Click photographs - Photos may exist for this station.
 PN0731
 PN0731.The dynamic height is computed by dividing the NAVD 88
 PN0731.geopotential number by the normal gravity value computed on the
 PN0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0731.degrees latitude (g = 980.6199 gals.).
 PN0731
 PN0731.The modeled gravity was interpolated from observed gravity values.
 PN0731
 PN0731;                    North         East    Units  Estimated Accuracy
 PN0731;SPC WI C     -    68,867.      712,535.      MT  (+/- 10 meters HH2 GPS)
 PN0731
 PN0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7377822443(NAD 83)
 PN0731
 PN0731                          SUPERSEDED SURVEY CONTROL
 PN0731
 PN0731  NAVD 88 (04/20/07)  233.967  (m)          767.61   (f) SUPERSEDED  2 1
 PN0731  NAVD 88 (06/15/91)  233.973  (m)          767.63   (f) SUPERSEDED  1 2
 PN0731
 PN0731.Superseded values are not recommended for survey control.
 PN0731
 PN0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0731.See file dsdata.pdf to determine how the superseded data were derived.
 PN0731
 PN0731_MARKER: F = FLANGE-ENCASED ROD
 PN0731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0731_STAMPING: A 219 1985
 PN0731_MARK LOGO: WIDT
 PN0731_PROJECTION: RECESSED 1 CENTIMETERS
 PN0731_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0731+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 PN0731_ROD/PIPE-DEPTH: 18.3 meters
 PN0731
 PN0731  HISTORY     - Date     Condition        Report By
 PN0731  HISTORY     - 1985     MONUMENTED       NGS
 PN0731  HISTORY     - 20000802 GOOD             WIDT
 PN0731  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 PN0731  HISTORY     - 20030611 GOOD             USPSQD
 PN0731  HISTORY     - 20050712 GOOD             WIDT
 PN0731  HISTORY     - 20061011 GOOD             USPSQD
 PN0731
 PN0731                          STATION DESCRIPTION
 PN0731
 PN0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0731'43.0 KM (26.7 MI) WEST FROM GREEN BAY.
 PN0731'43.0 KM (26.7 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0731'WITH U.S. HIGHWAY 41 IN GREEN BAY, OR 44.8 KM (27.5 MI) EASTERLY ALONG
 PN0731'STATE HIGHWAY 54 FROM THE POST OFFICE IN WAUPACA, 50.6 M (166.0 FT)
 PN0731'NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.1 M (49.5 FT) EAST OF THE
 PN0731'CENTERLINE OF STATE HIGHWAY 76, 1.9 M (6.2 FT) NORTH OF TELEPHONE
 PN0731'PEDESTAL NUMBER 1815, AND 1.1 M (3.6 FT) SOUTH OF A UTILITY POLE.
 PN0731'THE MARK IS 1.1 METERS  S FROM  A WITNESS POST
 PN0731'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0731
 PN0731                          STATION RECOVERY (2000)
 PN0731
 PN0731'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0731'THE STATION IS RECOVERED AS DESCRIBED.    --NOTE--THIS STATION IS
 PN0731'OBSTRUCTED BY A POWER POLE 1.5 M NORTH OF THE STATION EXTENDING TO 90
 PN0731'DEGREES, POWER LINES DIRECTLY OVERHEAD, AND TREES TO THE WEST
 PN0731'EXTENDING TO 52 DEGREES ABOVE THE HORIZON.
 PN0731
 PN0731                          STATION RECOVERY (2001)
 PN0731
 PN0731'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0731'NO TELEPHONE PEDESTAL OR UTILITY POLE AT THIS LOCATION
 PN0731
 PN0731                          STATION RECOVERY (2003)
 PN0731
 PN0731'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0731'RECOVERED IN GOOD CONDITION.  NOTE-- THE UTILITY POLE IS NUMBERED
 PN0731'84-20178-40-5 AND HAS ONE GUY WIRE.  THE ORANGE WITNESS POST IS
 PN0731'AGAINST THE UTILITY POLE.
 PN0731
 PN0731                          STATION RECOVERY (2005)
 PN0731
 PN0731'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0731'RECOVERED AS DESCRIBED.
 PN0731
 PN0731                          STATION RECOVERY (2006)
 PN0731
 PN0731'RECOVERY NOTE BY US POWER SQUADRON 2006
 PN0731'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0035 ***********************************************************************
 PN0035  DESIGNATION -  A 22
 PN0035  PID         -  PN0035
 PN0035  STATE/COUNTY-  WI/SHAWANO
 PN0035  COUNTRY     -  US
 PN0035  USGS QUAD   -  ZACHOW (2018)
 PN0035
 PN0035                         *CURRENT SURVEY CONTROL
 PN0035  ______________________________________________________________________
 PN0035* NAD 83(1986) POSITION- 44 43 02.5    (N) 088 19 24.1    (W)   HD_HELD2
 PN0035* NAVD 88 ORTHO HEIGHT -   244.146 (meters)      801.00  (feet) ADJUSTED
 PN0035  ______________________________________________________________________
 PN0035  GEOID HEIGHT    -        -36.259 (meters)                     GEOID18
 PN0035  DYNAMIC HEIGHT  -        244.114 (meters)      800.90  (feet) COMP
 PN0035  MODELED GRAVITY -    980,483.3   (mgal)                       NAVD 88
 PN0035
 PN0035  VERT ORDER      -  SECOND    CLASS 0
 PN0035
 PN0035.The horizontal coordinates were established by autonomous hand held GPS
 PN0035.observations and have an estimated accuracy of +/- 10 meters.
 PN0035
 PN0035.The orthometric height was determined by differential leveling and
 PN0035.adjusted by the NATIONAL GEODETIC SURVEY
 PN0035.in June 1991.
 PN0035
 PN0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0035.GEOID18 height accuracy estimate available here.
 PN0035
 PN0035.Click photographs - Photos may exist for this station.
 PN0035
 PN0035.The dynamic height is computed by dividing the NAVD 88
 PN0035.geopotential number by the normal gravity value computed on the
 PN0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0035.degrees latitude (g = 980.6199 gals.).
 PN0035
 PN0035.The modeled gravity was interpolated from observed gravity values.
 PN0035
 PN0035;                    North         East    Units  Estimated Accuracy
 PN0035;SPC WI C     -    99,603.      732,829.      MT  (+/- 10 meters HH2 GPS)
 PN0035
 PN0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9518752405(NAD 83)
 PN0035
 PN0035                          SUPERSEDED SURVEY CONTROL
 PN0035
 PN0035  NGVD 29 (??/??/92)  244.159  (m)          801.05   (f) ADJ UNCH    2 0
 PN0035
 PN0035.Superseded values are not recommended for survey control.
 PN0035
 PN0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0035.See file dsdata.pdf to determine how the superseded data were derived.
 PN0035
 PN0035_MARKER: DB = BENCH MARK DISK
 PN0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0035_STAMPING: A 22 1934
 PN0035_MARK LOGO: CGS
 PN0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0035+STABILITY: SURFACE MOTION
 PN0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0035+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 PN0035
 PN0035  HISTORY     - Date     Condition        Report By
 PN0035  HISTORY     - 1934     MONUMENTED       CGS
 PN0035  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 PN0035  HISTORY     - 20050712 GOOD             WIDT
 PN0035
 PN0035                          STATION DESCRIPTION
 PN0035
 PN0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0035'2 MI SE FROM ZACHOW.
 PN0035'2 MILES SE. OF ZACHOW.  ALONG CHICAGO AND NORTH-WESTERN RY.,
 PN0035'85 YDS. NW. OF MP 22, AT INTERSECTION WITH E.-W. ROAD.  MARK
 PN0035'IS AT R.O.W. FENCE, 23 YDS. N. AND 6 YDS. E. OF CENTERLINE
 PN0035'OF CROSSING AND 9 YDS. NE. OF TELEGRAPH POLE.
 PN0035
 PN0035                          STATION RECOVERY (2004)
 PN0035
 PN0035'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0035'MARK NOT FOUND.
 PN0035
 PN0035                          STATION RECOVERY (2005)
 PN0035
 PN0035'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0035'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 27.0 M NORTH OF THE
 PN0035'CENTERLINE OF MIDDLE DRIVE, 18.7 M EAST OF THE JUNCTION OF THE
 PN0035'MOUNTAIN BAY TRAIL AND MIDDLE DRIVE, 4.3 M WEST OF THE CENTERLINE OF
 PN0035'GRAVEL FIELD ENTRANCE, 4.3 M NORTH OF A 0.6 M TALL BY 2 CM DIAMETER
 PN0035'SPRUCE TREE,
 PN0035'2.4 M NORTHEAST OF A 1.5 M TALL BY 2 CM DIAMETER BLUE SPRUCE TREE, 0.2
 PN0035'M SOUTH OF A 25 CM DIAMETER BOX ELDER TREE, 0.3 M SOUTH OF AN ORANGE
 PN0035'FIBERGLASS WITNESS POST, AND THE STATION PROTRUDES 16 CM ABOVE GROUND.
 PN0035'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0765 ***********************************************************************
 PN0765  DESIGNATION -  A 220
 PN0765  PID         -  PN0765
 PN0765  STATE/COUNTY-  WI/PORTAGE
 PN0765  COUNTRY     -  US
 PN0765  USGS QUAD   -  BLAINE (2018)
 PN0765
 PN0765                         *CURRENT SURVEY CONTROL
 PN0765  ______________________________________________________________________
 PN0765* NAD 83(1986) POSITION- 44 21 11.6    (N) 089 15 52.3    (W)   HD_HELD2
 PN0765* NAVD 88 ORTHO HEIGHT -   319.335 (meters)     1047.68  (feet) ADJUSTED
 PN0765  ______________________________________________________________________
 PN0765  GEOID HEIGHT    -        -36.265 (meters)                     GEOID18
 PN0765  DYNAMIC HEIGHT  -        319.274 (meters)     1047.48  (feet) COMP
 PN0765  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 PN0765
 PN0765  VERT ORDER      -  SECOND    CLASS I
 PN0765
 PN0765.The horizontal coordinates were established by autonomous hand held GPS
 PN0765.observations and have an estimated accuracy of +/- 10 meters.
 PN0765
 PN0765.The orthometric height was determined by differential leveling and
 PN0765.adjusted by the WI DEPT OF TRANSP
 PN0765.in May 2012.
 PN0765
 PN0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0765.GEOID18 height accuracy estimate available here.
 PN0765
 PN0765.Click photographs - Photos may exist for this station.
 PN0765
 PN0765.The dynamic height is computed by dividing the NAVD 88
 PN0765.geopotential number by the normal gravity value computed on the
 PN0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0765.degrees latitude (g = 980.6199 gals.).
 PN0765
 PN0765.The modeled gravity was interpolated from observed gravity values.
 PN0765
 PN0765;                    North         East    Units  Estimated Accuracy
 PN0765;SPC WI C     -    58,035.      658,636.      MT  (+/- 10 meters HH2 GPS)
 PN0765
 PN0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1952213599(NAD 83)
 PN0765
 PN0765                          SUPERSEDED SURVEY CONTROL
 PN0765
 PN0765  NAVD 88 (04/20/07)  319.310  (m)         1047.60   (f) SUPERSEDED  2 1
 PN0765  NAVD 88 (06/15/91)  319.306  (m)         1047.59   (f) SUPERSEDED  1 2
 PN0765
 PN0765.Superseded values are not recommended for survey control.
 PN0765
 PN0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0765.See file dsdata.pdf to determine how the superseded data were derived.
 PN0765
 PN0765_MARKER: F = FLANGE-ENCASED ROD
 PN0765_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0765_STAMPING: A 220 1985
 PN0765_MARK LOGO: NGS
 PN0765_PROJECTION: FLUSH
 PN0765_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0765+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2010
 PN0765_ROD/PIPE-DEPTH: 21.9 meters
 PN0765
 PN0765  HISTORY     - Date     Condition        Report By
 PN0765  HISTORY     - 1985     MONUMENTED       NGS
 PN0765  HISTORY     - 20001021 GOOD             USPSQD
 PN0765  HISTORY     - 20030225 GOOD             WIDT
 PN0765  HISTORY     - 20040330 GOOD             USPSQD
 PN0765  HISTORY     - 20060423 GOOD             USPSQD
 PN0765  HISTORY     - 20100929 GOOD             WIDT
 PN0765
 PN0765                          STATION DESCRIPTION
 PN0765
 PN0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0765'14.7 KM (9.15 MI) WEST FROM WAUPACA.
 PN0765'14.7 KM (9.15 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0765'IN WAUPACA, 87.1 M (285.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PN0765'AND 11.0 M (36.1 FT) EAST OF THE CENTERLINE OF DULSKE ROAD.
 PN0765'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0765'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PN0765'THE MARK IS 1.0 M ABOVE THE ROAD.
 PN0765
 PN0765                          STATION RECOVERY (2000)
 PN0765
 PN0765'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN0765'RECOVERED IN GOOD CONDITION.
 PN0765
 PN0765                          STATION RECOVERY (2003)
 PN0765
 PN0765'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0765'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 PN0765'US HIGHWAY 10 AND STATE HIGHWAY 49 SOUTH WITH STATE HIGHWAY 54 AND
 PN0765'STATE HIGHWAY 49 NORTH IN THE CITY OF WAUPACA, GO WEST ON STATE
 PN0765'HIGHWAY 54 FOR 6.45 MI (10.38 KM) TO COUNTY HIGHWAY D, CONTINUE WEST
 PN0765'ON STATE HIGHWAY 54 FOR 1.0 MI (1.61 KM) TO DULSKE ROAD ON THE RIGHT,
 PN0765'TURN RIGHT AND GO NORTH ON DULSKE ROAD FOR 87 M (285.4 FT) TO THE
 PN0765'STATION ON THE RIGHT.  THE STATION IS STAINLESS STEEL ROD WITHOUT
 PN0765'SLEEVE HOUSED IN NATIONAL GEODETIC SURVEY LOGO CAP ABOUT 1.0 M (3.3
 PN0765'FT) ABOVE THE ROAD PAVEMENT.  THE STATION IS 87.1 M (285.8 FT) NORTH
 PN0765'OF THE CENTERLINE OF STATE HIGHWAY 54, 11.0 M (36.1 FT) EAST OF THE
 PN0765'CENTERLINE OF DULSKE ROAD, AND 0.3 M (1.0 FT) WEST OF AN ORANGE
 PN0765'PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 PN0765'OBSERVATIONS DUE TO ALL QUADRANTS BLOCKED BY TREES.
 PN0765
 PN0765                          STATION RECOVERY (2004)
 PN0765
 PN0765'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0765'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 6 FEET NORTH OF A
 PN0765'TRACK ROAD.
 PN0765
 PN0765                          STATION RECOVERY (2006)
 PN0765
 PN0765'RECOVERY NOTE BY US POWER SQUADRON 2006 (MGR)
 PN0765'RECOVERED IN GOOD CONDITION.
 PN0765
 PN0765                          STATION RECOVERY (2010)
 PN0765
 PN0765'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PN0765'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 2.2 M NORTH OF
 PN0765'PRIVATE ENTRANCE --7183--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0493 ***********************************************************************
 QM0493  DESIGNATION -  A 221
 QM0493  PID         -  QM0493
 QM0493  STATE/COUNTY-  WI/ONEIDA
 QM0493  COUNTRY     -  US
 QM0493  USGS QUAD   -  LAKE JULIA (2018)
 QM0493
 QM0493                         *CURRENT SURVEY CONTROL
 QM0493  ______________________________________________________________________
 QM0493* NAD 83(1986) POSITION- 45 37 27.     (N) 089 27 36.     (W)   SCALED
 QM0493* NAVD 88 ORTHO HEIGHT -   486.892 (meters)     1597.41  (feet) ADJUSTED
 QM0493  ______________________________________________________________________
 QM0493  GEOID HEIGHT    -        -31.941 (meters)                     GEOID18
 QM0493  DYNAMIC HEIGHT  -        486.870 (meters)     1597.34  (feet) COMP
 QM0493  MODELED GRAVITY -    980,555.5   (mgal)                       NAVD 88
 QM0493
 QM0493  VERT ORDER      -  FIRST     CLASS II
 QM0493
 QM0493.The horizontal coordinates were scaled from a map and have
 QM0493.an estimated accuracy of +/- 6 seconds.
 QM0493
 QM0493.The orthometric height was determined by differential leveling and
 QM0493.adjusted by the NATIONAL GEODETIC SURVEY
 QM0493.in June 1991.
 QM0493
 QM0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0493.GEOID18 height accuracy estimate available here.
 QM0493
 QM0493.Click photographs - Photos may exist for this station.
 QM0493
 QM0493.The dynamic height is computed by dividing the NAVD 88
 QM0493.geopotential number by the normal gravity value computed on the
 QM0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0493.degrees latitude (g = 980.6199 gals.).
 QM0493
 QM0493.The modeled gravity was interpolated from observed gravity values.
 QM0493
 QM0493;                    North         East    Units  Estimated Accuracy
 QM0493;SPC WI N     -    50,990.      642,110.      MT  (+/- 180 meters Scaled)
 QM0493
 QM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR082552(NAD 83)
 QM0493
 QM0493                          SUPERSEDED SURVEY CONTROL
 QM0493
 QM0493  NAVD 88 (03/19/14)  486.915  (m)         1597.49   (f) SUPERSEDED  2 1
 QM0493
 QM0493.Superseded values are not recommended for survey control.
 QM0493
 QM0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0493.See file dsdata.pdf to determine how the superseded data were derived.
 QM0493
 QM0493_MARKER: F = FLANGE-ENCASED ROD
 QM0493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0493_STAMPING: A 221 1985
 QM0493_MARK LOGO: NGS
 QM0493_PROJECTION: FLUSH
 QM0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0493+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2013
 QM0493_ROD/PIPE-DEPTH: 19.2 meters
 QM0493
 QM0493  HISTORY     - Date     Condition        Report By
 QM0493  HISTORY     - 1985     MONUMENTED       NGS
 QM0493  HISTORY     - 20030119 GOOD             USPSQD
 QM0493  HISTORY     - 20040326 GOOD             USPSQD
 QM0493  HISTORY     - 20050818 GOOD             WIDT
 QM0493  HISTORY     - 20131001 GOOD             WIDT
 QM0493
 QM0493                          STATION DESCRIPTION
 QM0493
 QM0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0493'3.8 KM (2.35 MI) WEST FROM RHINELANDER.
 QM0493'3.5 KM (2.15 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0493'STATE HIGHWAY 17 IN RHINELANDER, THENCE 0.3 KM (0.2 MI) NORTH ALONG A
 QM0493'PAVED ROAD LEADING TO THE RHINELANDER-ONIDA COUNTY AIRPORT, 39.0 M
 QM0493'(128.0 FT) NORTH OF THE CENTERLINE OF A PAVED ROAD LEADING WEST, 16.2
 QM0493'M (53.1 FT) EAST OF THE CENTERLINE OF THE ROAD, 14.3 M (46.9 FT)
 QM0493'NORTHWEST OF TELEPHONE CABLE JUNCTION BOX NUMBER D 20, AND 0.7 M (2.3
 QM0493'FT) SOUTH OF A UTILITY POLE WITH TWO GUY WIRES.  NOTE--ACCESS TO DATUM
 QM0493'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0493'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QM0493
 QM0493                          STATION RECOVERY (2003)
 QM0493
 QM0493'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0493'RECOVERED IN GOOD CONDITION.  THE WITNESS POST WAS NOT PRESENT.  TREES
 QM0493'TO THE WEST MAY RESTRICT SATELLITE OBSERVATIONS.
 QM0493
 QM0493                          STATION RECOVERY (2004)
 QM0493
 QM0493'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0493'RECOVERED IN GOOD CONDITION.
 QM0493
 QM0493                          STATION RECOVERY (2005)
 QM0493
 QM0493'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0493'RECOVERED IN GOOD CONDITION.  ADD- THE STATION IS 39.0 M NORTH OF THE
 QM0493'CENTERLINE OF A PAVED ROAD FOR THE EXIT OF THE AIRPORT TERMINAL
 QM0493'TRAFFIC, 27.3 M WEST OF FIRE  3348-- SIGN, 16.2 M WEST OF CENTERLINE
 QM0493'OF AIRPORT ROAD, 0.7 M SOUTH OF UTILITY POLE --3608-11E55--, AND 0.4 M
 QM0493'SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 QM0493
 QM0493                          STATION RECOVERY (2013)
 QM0493
 QM0493'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0493'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS LOCATED
 QM0493'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 QM0493'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0804 ***********************************************************************
 PN0804  DESIGNATION -  A 222
 PN0804  PID         -  PN0804
 PN0804  STATE/COUNTY-  WI/OCONTO
 PN0804  COUNTRY     -  US
 PN0804  USGS QUAD   -  GILLETT (2018)
 PN0804
 PN0804                         *CURRENT SURVEY CONTROL
 PN0804  ______________________________________________________________________
 PN0804* NAD 83(1986) POSITION- 44 59 28.0    (N) 088 19 32.0    (W)   HD_HELD2
 PN0804* NAVD 88 ORTHO HEIGHT -   261.694 (meters)      858.57  (feet) ADJUSTED
 PN0804  ______________________________________________________________________
 PN0804  GEOID HEIGHT    -        -36.126 (meters)                     GEOID18
 PN0804  DYNAMIC HEIGHT  -        261.668 (meters)      858.49  (feet) COMP
 PN0804  MODELED GRAVITY -    980,509.6   (mgal)                       NAVD 88
 PN0804
 PN0804  VERT ORDER      -  FIRST     CLASS II
 PN0804
 PN0804.The horizontal coordinates were established by autonomous hand held GPS
 PN0804.observations and have an estimated accuracy of +/- 10 meters.
 PN0804
 PN0804.The orthometric height was determined by differential leveling and
 PN0804.adjusted by the NATIONAL GEODETIC SURVEY
 PN0804.in June 1991.
 PN0804
 PN0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0804.GEOID18 height accuracy estimate available here.
 PN0804
 PN0804.Click photographs - Photos may exist for this station.
 PN0804
 PN0804.The dynamic height is computed by dividing the NAVD 88
 PN0804.geopotential number by the normal gravity value computed on the
 PN0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0804.degrees latitude (g = 980.6199 gals.).
 PN0804
 PN0804.The modeled gravity was interpolated from observed gravity values.
 PN0804
 PN0804;                    North         East    Units  Estimated Accuracy
 PN0804;SPC WI C     -   130,013.      732,028.      MT  (+/- 10 meters HH2 GPS)
 PN0804
 PN0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9550982817(NAD 83)
 PN0804
 PN0804                          SUPERSEDED SURVEY CONTROL
 PN0804
 PN0804.No superseded survey control is available for this station.
 PN0804
 PN0804_MARKER: F = FLANGE-ENCASED ROD
 PN0804_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0804_STAMPING: A 222 1985
 PN0804_MARK LOGO: NGS
 PN0804_PROJECTION: FLUSH
 PN0804_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0804+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2014
 PN0804_ROD/PIPE-DEPTH: 14.6 meters
 PN0804
 PN0804  HISTORY     - Date     Condition        Report By
 PN0804  HISTORY     - 1985     MONUMENTED       NGS
 PN0804  HISTORY     - 19991112 GOOD             USPSQD
 PN0804  HISTORY     - 20040324 GOOD             USPSQD
 PN0804  HISTORY     - 20051130 GOOD             WIDT
 PN0804  HISTORY     - 20141009 GOOD             WIDT
 PN0804
 PN0804                          STATION DESCRIPTION
 PN0804
 PN0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0804'11.8 KM (7.35 MI) NW FROM GILLETT.
 PN0804'11.8 KM (7.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 PN0804'JUNCTION WITH STATE HIGHWAY 22 IN GILLETT, 19.4 M (63.6 FT) EAST OF
 PN0804'THE CENTERLINE OF THE HIGHWAY, 14.5 M (47.6 FT) NORTH OF THE CENTER OF
 PN0804'TRINITY CHURCH ROAD, AND 0.8 M (2.6 FT) NORTH OF UTILITY POLE NUMBER
 PN0804'40 WITH TWO GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PN0804'5-INCH LOGO CAP.
 PN0804'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PN0804'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PN0804
 PN0804                          STATION RECOVERY (1999)
 PN0804
 PN0804'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0804'RECOVERED IN GOOD CONDITION.
 PN0804
 PN0804                          STATION RECOVERY (2004)
 PN0804
 PN0804'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0804'RECOVERED IN GOOD CONDITION.
 PN0804
 PN0804                          STATION RECOVERY (2005)
 PN0804
 PN0804'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0804'RECOVERED IN GOOD CONDITION. --ADD--THE STATION IS 0.3 M SOUTH OF AN
 PN0804'ORANGE FIBERGLASS WITNESS POST, 0.6 M SOUTHEAST OF A STEEL POST, 0.3 M
 PN0804'NORTHWEST OF A STEEL POST WITH A SIGN AND 0.6 M NORTHEAST OF WHITE
 PN0804'PLASTIC WITNESS POST.
 PN0804
 PN0804                          STATION RECOVERY (2014)
 PN0804
 PN0804'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 PN0804'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0567 ***********************************************************************
 QM0567  DESIGNATION -  A 223
 QM0567  PID         -  QM0567
 QM0567  STATE/COUNTY-  WI/OCONTO
 QM0567  COUNTRY     -  US
 QM0567  USGS QUAD   -  TOWNSEND (2018)
 QM0567
 QM0567                         *CURRENT SURVEY CONTROL
 QM0567  ______________________________________________________________________
 QM0567* NAD 83(1986) POSITION- 45 15 19.     (N) 088 30 48.     (W)   SCALED
 QM0567* NAVD 88 ORTHO HEIGHT -   360.589 (meters)     1183.03  (feet) ADJUSTED
 QM0567  ______________________________________________________________________
 QM0567  GEOID HEIGHT    -        -35.472 (meters)                     GEOID18
 QM0567  DYNAMIC HEIGHT  -        360.549 (meters)     1182.90  (feet) COMP
 QM0567  MODELED GRAVITY -    980,497.4   (mgal)                       NAVD 88
 QM0567
 QM0567  VERT ORDER      -  FIRST     CLASS II
 QM0567
 QM0567.The horizontal coordinates were scaled from a map and have
 QM0567.an estimated accuracy of +/- 6 seconds.
 QM0567
 QM0567.The orthometric height was determined by differential leveling and
 QM0567.adjusted by the NATIONAL GEODETIC SURVEY
 QM0567.in June 1991.
 QM0567
 QM0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0567.GEOID18 height accuracy estimate available here.
 QM0567
 QM0567.Click photographs - Photos may exist for this station.
 QM0567
 QM0567.The dynamic height is computed by dividing the NAVD 88
 QM0567.geopotential number by the normal gravity value computed on the
 QM0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0567.degrees latitude (g = 980.6199 gals.).
 QM0567
 QM0567.The modeled gravity was interpolated from observed gravity values.
 QM0567
 QM0567;                    North         East    Units  Estimated Accuracy
 QM0567;SPC WI C     -   159,080.      716,690.      MT  (+/- 180 meters Scaled)
 QM0567
 QM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR812124(NAD 83)
 QM0567
 QM0567                          SUPERSEDED SURVEY CONTROL
 QM0567
 QM0567.No superseded survey control is available for this station.
 QM0567
 QM0567_MARKER: F = FLANGE-ENCASED ROD
 QM0567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0567_STAMPING: A 223 1985
 QM0567_MARK LOGO: NGS
 QM0567_PROJECTION: FLUSH
 QM0567_MAGNETIC: I = MARKER IS A STEEL ROD
 QM0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0567+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2014
 QM0567_ROD/PIPE-DEPTH: 12.8 meters
 QM0567
 QM0567  HISTORY     - Date     Condition        Report By
 QM0567  HISTORY     - 1985     MONUMENTED       NGS
 QM0567  HISTORY     - 19940724 GOOD             USPSQD
 QM0567  HISTORY     - 19991023 GOOD             USPSQD
 QM0567  HISTORY     - 20031004 GOOD             USPSQD
 QM0567  HISTORY     - 20051116 GOOD             WIDT
 QM0567  HISTORY     - 20140908 GOOD             WIDT
 QM0567
 QM0567                          STATION DESCRIPTION
 QM0567
 QM0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0567'41.5 KM (25.8 MI) SOUTH FROM LAONA.
 QM0567'41.4 KM (25.8 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 QM0567'WITH U.S. HIGHWAY 8 IN LAONA, 44.5 M (146.0 FT) SOUTH OF THE CENTER OF
 QM0567'A PAVED ROAD, 25.5 M (83.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 QM0567'AND 1.1 M (3.6 FT) SOUTH OF UTILITY POLE NUMBER 3216 16W22 WITH EIGHT
 QM0567'GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QM0567'CAP.
 QM0567'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QM0567'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 QM0567
 QM0567                          STATION RECOVERY (1994)
 QM0567
 QM0567'RECOVERY NOTE BY US POWER SQUADRON 1994
 QM0567'RECOVERED IN GOOD CONDITION.
 QM0567
 QM0567                          STATION RECOVERY (1999)
 QM0567
 QM0567'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0567'RECOVERED IN GOOD CONDITION.
 QM0567
 QM0567                          STATION RECOVERY (2003)
 QM0567
 QM0567'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QM0567'RECOVERED IN GOOD CONDITION.
 QM0567
 QM0567                          STATION RECOVERY (2005)
 QM0567
 QM0567'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0567'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0567
 QM0567                          STATION RECOVERY (2014)
 QM0567
 QM0567'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0567'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0442 ***********************************************************************
 QN0442  DESIGNATION -  A 224
 QN0442  PID         -  QN0442
 QN0442  STATE/COUNTY-  WI/RUSK
 QN0442  COUNTRY     -  US
 QN0442  USGS QUAD   -  LADYSMITH (2018)
 QN0442
 QN0442                         *CURRENT SURVEY CONTROL
 QN0442  ______________________________________________________________________
 QN0442* NAD 83(1986) POSITION- 45 28 04.9    (N) 091 05 55.5    (W)   HD_HELD2
 QN0442* NAVD 88 ORTHO HEIGHT -   341.884 (meters)     1121.66  (feet) ADJUSTED
 QN0442  ______________________________________________________________________
 QN0442  GEOID HEIGHT    -        -30.390 (meters)                     GEOID18
 QN0442  DYNAMIC HEIGHT  -        341.868 (meters)     1121.61  (feet) COMP
 QN0442  MODELED GRAVITY -    980,558.4   (mgal)                       NAVD 88
 QN0442
 QN0442  VERT ORDER      -  FIRST     CLASS II
 QN0442
 QN0442.The horizontal coordinates were established by autonomous hand held GPS
 QN0442.observations and have an estimated accuracy of +/- 10 meters.
 QN0442
 QN0442.The orthometric height was determined by differential leveling and
 QN0442.adjusted by the NATIONAL GEODETIC SURVEY
 QN0442.in June 1991.
 QN0442
 QN0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0442.GEOID18 height accuracy estimate available here.
 QN0442
 QN0442.Click photographs - Photos may exist for this station.
 QN0442
 QN0442.The dynamic height is computed by dividing the NAVD 88
 QN0442.geopotential number by the normal gravity value computed on the
 QN0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0442.degrees latitude (g = 980.6199 gals.).
 QN0442
 QN0442.The modeled gravity was interpolated from observed gravity values.
 QN0442
 QN0442;                    North         East    Units  Estimated Accuracy
 QN0442;SPC WI C     -   182,233.      514,078.      MT  (+/- 10 meters HH2 GPS)
 QN0442
 QN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4862236702(NAD 83)
 QN0442
 QN0442                          SUPERSEDED SURVEY CONTROL
 QN0442
 QN0442.No superseded survey control is available for this station.
 QN0442
 QN0442_MARKER: I = METAL ROD
 QN0442_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QN0442+WITH SETTING: INFORMATION.
 QN0442_STAMPING: A 224 1985
 QN0442_MARK LOGO: NGS
 QN0442_PROJECTION: FLUSH
 QN0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0442_ROD/PIPE-DEPTH: 1.8 meters
 QN0442
 QN0442  HISTORY     - Date     Condition        Report By
 QN0442  HISTORY     - 1985     MONUMENTED       NGS
 QN0442  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0442
 QN0442                          STATION DESCRIPTION
 QN0442
 QN0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0442'IN LADYSMITH.
 QN0442'IN LADYSMITH, AT THE INTERSECTION OF U.S. HIGHWAY 8 AND EAST RIVER
 QN0442'AVENUE, AT THE SOUTH ENTRANCE TO MEMORIAL PARK, 10.6 M (34.8 FT) WEST
 QN0442'OF THE CENTERLINE OF THE HIGHWAY, 10.4 M (34.1 FT) NORTHEAST OF THE
 QN0442'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 6.7 M (22.0 FT) SOUTH
 QN0442'OF THE CENTER OF THE AVENUE, AND 0.6 M (2.0 FT) NORTHWEST OF A UTILITY
 QN0442'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0442'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0442
 QN0442                          STATION RECOVERY (2004)
 QN0442
 QN0442'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0442'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0417 ***********************************************************************
 QN0417  DESIGNATION -  A 225
 QN0417  PID         -  QN0417
 QN0417  STATE/COUNTY-  WI/PRICE
 QN0417  COUNTRY     -  US
 QN0417  USGS QUAD   -  PENNINGTON (2018)
 QN0417
 QN0417                         *CURRENT SURVEY CONTROL
 QN0417  ______________________________________________________________________
 QN0417* NAD 83(1986) POSITION- 45 32 31.80   (N) 090 23 36.87   (W)   HD_HELD1
 QN0417* NAVD 88 ORTHO HEIGHT -   464.816 (meters)     1524.98  (feet) ADJUSTED
 QN0417  ______________________________________________________________________
 QN0417  GEOID HEIGHT    -        -30.529 (meters)                     GEOID18
 QN0417  DYNAMIC HEIGHT  -        464.799 (meters)     1524.93  (feet) COMP
 QN0417  MODELED GRAVITY -    980,564.5   (mgal)                       NAVD 88
 QN0417
 QN0417  VERT ORDER      -  SECOND    CLASS I
 QN0417
 QN0417.The horizontal coordinates were determined by differentially corrected
 QN0417.hand held GPS observations or other comparable positioning techniques
 QN0417.and have an estimated accuracy of +/- 3 meters.
 QN0417
 QN0417.The orthometric height was determined by differential leveling and
 QN0417.adjusted by the WI DEPT OF TRANSP
 QN0417.in May 2012.
 QN0417
 QN0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0417.GEOID18 height accuracy estimate available here.
 QN0417
 QN0417.Click photographs - Photos may exist for this station.
 QN0417
 QN0417.The dynamic height is computed by dividing the NAVD 88
 QN0417.geopotential number by the normal gravity value computed on the
 QN0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0417.degrees latitude (g = 980.6199 gals.).
 QN0417
 QN0417.The modeled gravity was interpolated from observed gravity values.
 QN0417
 QN0417;                    North         East    Units  Estimated Accuracy
 QN0417;SPC WI N     -    41,810.7     569,261.9     MT  (+/- 3 meters HH1 GPS) 
 QN0417
 QN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0347846485(NAD 83)
 QN0417
 QN0417                          SUPERSEDED SURVEY CONTROL
 QN0417
 QN0417  NAVD 88 (06/15/91)  464.811  (m)         1524.97   (f) SUPERSEDED  1 2
 QN0417
 QN0417.Superseded values are not recommended for survey control.
 QN0417
 QN0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0417.See file dsdata.pdf to determine how the superseded data were derived.
 QN0417
 QN0417_MARKER: F = FLANGE-ENCASED ROD
 QN0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0417_STAMPING: A 225 1985
 QN0417_MARK LOGO: NGS
 QN0417_PROJECTION: RECESSED 3 CENTIMETERS
 QN0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0417+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 QN0417_ROD/PIPE-DEPTH: 12.2 meters
 QN0417
 QN0417  HISTORY     - Date     Condition        Report By
 QN0417  HISTORY     - 1985     MONUMENTED       NGS
 QN0417  HISTORY     - 20040720 GOOD             WIDT
 QN0417  HISTORY     - 20061219 GOOD             WIDT
 QN0417  HISTORY     - 20090806 GOOD             WIDT
 QN0417
 QN0417                          STATION DESCRIPTION
 QN0417
 QN0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0417'8.2 KM (5.1 MI) WEST FROM PRENTICE.
 QN0417'8.2 KM (5.1 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0417'COUNTY ROAD A IN PRENTICE, 60.8 M (199.5 FT) SOUTH OF THE CENTERLINE
 QN0417'OF THE HIGHWAY, 7.2 M (23.6 FT) WEST OF THE CENTER OF PENNINGTON ROAD,
 QN0417'AND 0.7 M (2.3 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 QN0417'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0417'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QN0417'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QN0417
 QN0417                          STATION RECOVERY (2004)
 QN0417
 QN0417'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0417'RECOVERED IN GOOD CONDITION.
 QN0417
 QN0417                          STATION RECOVERY (2006)
 QN0417
 QN0417'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 QN0417'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 QN0417'OF US HIGHWAY 8 WITH STATE HIGHWAY 13 APPROXIMATELY 1.2 MILES WEST OF
 QN0417'THE VILLAGE OF PRENTICE, GO WEST ON US HIGHWAY 8 FOR 3.8 MILES TO
 QN0417'PENNINGTON ROAD, TURN LEFT AND GO SOUTH ON PENNINGTON ROAD FOR 61 M TO
 QN0417'THE STATION ON THE RIGHT.  ---ADD--- THE STATION IS 1.0 M EAST AND 1.0
 QN0417'M SOUTH OF TWO WHITE PLASTIC WITNESS POSTS.
 QN0417'---NOTE--- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 QN0417'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 QN0417
 QN0417                          STATION RECOVERY (2009)
 QN0417
 QN0417'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 QN0417'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0519 ***********************************************************************
 QM0519  DESIGNATION -  A 226
 QM0519  PID         -  QM0519
 QM0519  STATE/COUNTY-  WI/ONEIDA
 QM0519  COUNTRY     -  US
 QM0519  USGS QUAD   -  GEORGE LAKE (2018)
 QM0519
 QM0519                         *CURRENT SURVEY CONTROL
 QM0519  ______________________________________________________________________
 QM0519* NAD 83(1986) POSITION- 45 35 58.     (N) 089 18 16.     (W)   SCALED
 QM0519* NAVD 88 ORTHO HEIGHT -   475.663 (meters)     1560.57  (feet) ADJUSTED
 QM0519  ______________________________________________________________________
 QM0519  GEOID HEIGHT    -        -32.437 (meters)                     GEOID18
 QM0519  DYNAMIC HEIGHT  -        475.636 (meters)     1560.48  (feet) COMP
 QM0519  MODELED GRAVITY -    980,543.3   (mgal)                       NAVD 88
 QM0519
 QM0519  VERT ORDER      -  FIRST     CLASS II
 QM0519
 QM0519.The horizontal coordinates were scaled from a map and have
 QM0519.an estimated accuracy of +/- 6 seconds.
 QM0519
 QM0519.The orthometric height was determined by differential leveling and
 QM0519.adjusted by the NATIONAL GEODETIC SURVEY
 QM0519.in June 1991.
 QM0519
 QM0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0519.GEOID18 height accuracy estimate available here.
 QM0519
 QM0519.Click photographs - Photos may exist for this station.
 QM0519
 QM0519.The dynamic height is computed by dividing the NAVD 88
 QM0519.geopotential number by the normal gravity value computed on the
 QM0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0519.degrees latitude (g = 980.6199 gals.).
 QM0519
 QM0519.The modeled gravity was interpolated from observed gravity values.
 QM0519
 QM0519;                    North         East    Units  Estimated Accuracy
 QM0519;SPC WI N     -    48,340.      654,270.      MT  (+/- 180 meters Scaled)
 QM0519
 QM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR202521(NAD 83)
 QM0519
 QM0519                          SUPERSEDED SURVEY CONTROL
 QM0519
 QM0519  NAVD 88 (03/19/14)  475.697  (m)         1560.68   (f) SUPERSEDED  2 1
 QM0519
 QM0519.Superseded values are not recommended for survey control.
 QM0519
 QM0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0519.See file dsdata.pdf to determine how the superseded data were derived.
 QM0519
 QM0519_MARKER: F = FLANGE-ENCASED ROD
 QM0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0519_STAMPING: A 226 1985
 QM0519_MARK LOGO: NGS
 QM0519_PROJECTION: FLUSH
 QM0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0519+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2013
 QM0519_ROD/PIPE-DEPTH: 11.7 meters
 QM0519
 QM0519  HISTORY     - Date     Condition        Report By
 QM0519  HISTORY     - 1985     MONUMENTED       NGS
 QM0519  HISTORY     - 20021210 MARK NOT FOUND   USPSQD
 QM0519  HISTORY     - 20040324 GOOD             USPSQD
 QM0519  HISTORY     - 20051003 POOR             WIDT
 QM0519  HISTORY     - 20130730 GOOD             WIDT
 QM0519
 QM0519                          STATION DESCRIPTION
 QM0519
 QM0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0519'10.4 KM (6.45 MI) EAST FROM RHINELANDER.
 QM0519'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0519'ONEIDA AVENUE IN RHINELANDER, 0.2 KM (0.1 MI) NORTHWEST OF THE
 QM0519'INTERSECTION OF FOSTER LANE, 23.3 M (76.4 FT) SOUTH OF THE CENTERLINE
 QM0519'OF THE HIGHWAY, AND 0.9 M (3.0 FT) EAST OF UTILITY POLE NUMBER 3609
 QM0519'13R7.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0519'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QM0519'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QM0519
 QM0519                          STATION RECOVERY (2002)
 QM0519
 QM0519'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0519'NOT FOUND.  FOSTER LANE GOES NORTHEAST OF HIGHWAY
 QM0519'8.  1985 DESCRIPTION PLACES THE STATION NORTH AND
 QM0519'SOUTH OF HIGHWAY 8  AT THE SAME TIME.
 QM0519
 QM0519                          STATION RECOVERY (2004)
 QM0519
 QM0519'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 QM0519'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 0.1 MILE
 QM0519'EAST-SOUTHEAST (NOT NORTHWEST) OF THE INTERSECTION OF FOSTER LANE.
 QM0519
 QM0519                          STATION RECOVERY (2005)
 QM0519
 QM0519'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0519'RECOVERED IN POOR CONDITION.  ADD THE STEEL ROD PROTRUDES 5 CM ABOVE
 QM0519'THE CASING AND DOESN T ALLOW COVER TO CLOSE COMPLETELY.  WARNING USE
 QM0519'WITH CAUTION, ACCESS COVER NOW RESTS ON THE TOP OF THE STEEL ROD,
 QM0519'ELEVATION MAYBE QUESTIONABLE.
 QM0519
 QM0519                          STATION RECOVERY (2013)
 QM0519
 QM0519'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0519'RECOVERED AS DESCRIBED IN 2005.  THE STATION IS LOCATED IN THE CENTER
 QM0519'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0551 ***********************************************************************
 QM0551  DESIGNATION -  A 227
 QM0551  PID         -  QM0551
 QM0551  STATE/COUNTY-  WI/FOREST
 QM0551  COUNTRY     -  US
 QM0551  USGS QUAD   -  LAONA (2018)
 QM0551
 QM0551                         *CURRENT SURVEY CONTROL
 QM0551  ______________________________________________________________________
 QM0551* NAD 83(1986) POSITION- 45 32 53.2    (N) 088 40 30.3    (W)   HD_HELD2
 QM0551* NAVD 88 ORTHO HEIGHT -   478.352 (meters)     1569.39  (feet) ADJUSTED
 QM0551  ______________________________________________________________________
 QM0551  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 QM0551  DYNAMIC HEIGHT  -        478.313 (meters)     1569.27  (feet) COMP
 QM0551  MODELED GRAVITY -    980,519.0   (mgal)                       NAVD 88
 QM0551
 QM0551  VERT ORDER      -  FIRST     CLASS II
 QM0551
 QM0551.The horizontal coordinates were established by autonomous hand held GPS
 QM0551.observations and have an estimated accuracy of +/- 10 meters.
 QM0551
 QM0551.The orthometric height was determined by differential leveling and
 QM0551.adjusted by the NATIONAL GEODETIC SURVEY
 QM0551.in June 1991.
 QM0551
 QM0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0551.GEOID18 height accuracy estimate available here.
 QM0551
 QM0551.Click photographs - Photos may exist for this station.
 QM0551
 QM0551.The dynamic height is computed by dividing the NAVD 88
 QM0551.geopotential number by the normal gravity value computed on the
 QM0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0551.degrees latitude (g = 980.6199 gals.).
 QM0551
 QM0551.The modeled gravity was interpolated from observed gravity values.
 QM0551
 QM0551;                    North         East    Units  Estimated Accuracy
 QM0551;SPC WI N     -    43,258.      703,460.      MT  (+/- 10 meters HH2 GPS)
 QM0551
 QM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6924245206(NAD 83)
 QM0551
 QM0551                          SUPERSEDED SURVEY CONTROL
 QM0551
 QM0551.No superseded survey control is available for this station.
 QM0551
 QM0551_MARKER: F = FLANGE-ENCASED ROD
 QM0551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0551_STAMPING: A 227 1985
 QM0551_MARK LOGO: NGS
 QM0551_PROJECTION: FLUSH
 QM0551_MAGNETIC: I = MARKER IS A STEEL ROD
 QM0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0551+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 QM0551_ROD/PIPE-DEPTH: 16.8 meters
 QM0551
 QM0551  HISTORY     - Date     Condition        Report By
 QM0551  HISTORY     - 1985     MONUMENTED       NGS
 QM0551  HISTORY     - 20021210 GOOD             USPSQD
 QM0551  HISTORY     - 20040325 GOOD             USPSQD
 QM0551  HISTORY     - 20051116 GOOD             WIDT
 QM0551  HISTORY     - 20140826 GOOD             WIDT
 QM0551
 QM0551                          STATION DESCRIPTION
 QM0551
 QM0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0551'1.2 KM (0.75 MI) SOUTH FROM LAONA.
 QM0551'1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 QM0551'WITH U.S. HIGHWAY 8 IN LAONA, NEAR THE CENTER OF THE EAST EDGE OF A
 QM0551'WAYSIDE PARK, 33.8 M (110.9 FT) EAST OF THE CENTER OF THE HIGHWAY, 2.7
 QM0551'M (8.9 FT) EAST OF THE EAST EDGE OF AN ASPHALT PARKING LOT, AND 0.6 M
 QM0551'(2.0 FT) SOUTH OF THE SOUTH END OF A SIGN (LAONA SCHOOL FOREST).
 QM0551'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0551'THE MARK IS 0.6 METERS  SSE FROM  A WITNESS POST
 QM0551'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 QM0551
 QM0551                          STATION RECOVERY (2002)
 QM0551
 QM0551'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0551'RECOVERED IN GOOD CONDITION.
 QM0551
 QM0551                          STATION RECOVERY (2004)
 QM0551
 QM0551'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0551'RECOVERED IN GOOD CONDITION.
 QM0551
 QM0551                          STATION RECOVERY (2005)
 QM0551
 QM0551'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0551'RECOVERED IN GOOD CONDITION.   ADD THE STATION IS 0.3 M WEST OF AN
 QM0551'ORANGE FIBERGLASS WITNESS POST.   NOTE THE ORGINAL WITNESS POST WAS
 QM0551'NOT PRESENT AND A NEW ONE SET AS DESCRIBED ABOVE.
 QM0551
 QM0551                          STATION RECOVERY (2014)
 QM0551
 QM0551'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0551'RECOVERED IN GOOD CONDITION.
 QM0551'
 QM0551'NOTE-THE 'LAONA SCHOOL FOREST' SIGN IS A HISTORICAL MARKER SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0826 ***********************************************************************
 PN0826  DESIGNATION -  A 228
 PN0826  PID         -  PN0826
 PN0826  STATE/COUNTY-  WI/BROWN
 PN0826  COUNTRY     -  US
 PN0826  USGS QUAD   -  PULASKI (2018)
 PN0826
 PN0826                         *CURRENT SURVEY CONTROL
 PN0826  ______________________________________________________________________
 PN0826* NAD 83(1986) POSITION- 44 40 03.0    (N) 088 13 59.1    (W)   HD_HELD2
 PN0826* NAVD 88 ORTHO HEIGHT -   243.636 (meters)      799.33  (feet) ADJUSTED
 PN0826  ______________________________________________________________________
 PN0826  GEOID HEIGHT    -        -36.240 (meters)                     GEOID18
 PN0826  DYNAMIC HEIGHT  -        243.607 (meters)      799.23  (feet) COMP
 PN0826  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 PN0826
 PN0826  VERT ORDER      -  SECOND    CLASS I
 PN0826
 PN0826.The horizontal coordinates were established by autonomous hand held GPS
 PN0826.observations and have an estimated accuracy of +/- 10 meters.
 PN0826
 PN0826.The orthometric height was determined by differential leveling and
 PN0826.adjusted by the WI DEPT OF TRANSP
 PN0826.in May 2012.
 PN0826
 PN0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0826.GEOID18 height accuracy estimate available here.
 PN0826
 PN0826.Click photographs - Photos may exist for this station.
 PN0826
 PN0826.The dynamic height is computed by dividing the NAVD 88
 PN0826.geopotential number by the normal gravity value computed on the
 PN0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0826.degrees latitude (g = 980.6199 gals.).
 PN0826
 PN0826.The modeled gravity was interpolated from observed gravity values.
 PN0826
 PN0826;                    North         East    Units  Estimated Accuracy
 PN0826;SPC WI C     -    94,215.      740,101.      MT  (+/- 10 meters HH2 GPS)
 PN0826
 PN0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0225346754(NAD 83)
 PN0826
 PN0826                          SUPERSEDED SURVEY CONTROL
 PN0826
 PN0826  NAVD 88 (06/15/91)  243.630  (m)          799.31   (f) SUPERSEDED  1 2
 PN0826
 PN0826.Superseded values are not recommended for survey control.
 PN0826
 PN0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0826.See file dsdata.pdf to determine how the superseded data were derived.
 PN0826
 PN0826_MARKER: F = FLANGE-ENCASED ROD
 PN0826_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0826_STAMPING: A 228 1985
 PN0826_MARK LOGO: NGS
 PN0826_PROJECTION: RECESSED 13 CENTIMETERS
 PN0826_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0826+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2009
 PN0826_ROD/PIPE-DEPTH: 4.9 meters
 PN0826
 PN0826  HISTORY     - Date     Condition        Report By
 PN0826  HISTORY     - 1985     MONUMENTED       NGS
 PN0826  HISTORY     - 19940520 GOOD             WI-009
 PN0826  HISTORY     - 20040324 GOOD             USPSQD
 PN0826  HISTORY     - 20050816 GOOD             WIDT
 PN0826  HISTORY     - 20090108 GOOD             WIDT
 PN0826
 PN0826                          STATION DESCRIPTION
 PN0826
 PN0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0826'IN PULASKI.
 PN0826'IN PULASKI, AT THE INTERSECTION OF EAST CEDAR STREET AND SOUTH
 PN0826'WISCONSIN, 16.5 M (54.1 FT) EAST OF THE CENTERLINE OF SOUTH WISCONSIN,
 PN0826'8.1 M (26.6 FT) NORTH OF THE CENTERLINE OF EAST CEDAR STREET, AND 1.9
 PN0826'M (6.2 FT) EAST OF UTILITY POLE NUMBER 79 20511.  NOTE--ACCESS TO
 PN0826'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0826'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 PN0826'THE MARK IS ABOVE LEVEL WITH EAST CEDAR STREET.
 PN0826
 PN0826                          STATION RECOVERY (1994)
 PN0826
 PN0826'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0826'RECOVERED AS DESCRIBED.  MONUMENT IS IN LINE BETWEEN WITNESS SIGN AND
 PN0826'TELEPHONE POLE.  5.4 FEET (1.6 M) NORTH OF BACK OF CURB.  UNDER 2
 PN0826'INCHES OF SOD.
 PN0826
 PN0826                          STATION RECOVERY (2004)
 PN0826
 PN0826'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0826'RECOVERED IN GOOD CONDITION.
 PN0826
 PN0826                          STATION RECOVERY (2005)
 PN0826
 PN0826'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0826'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 0.2 M WEST OF AN
 PN0826'ORANGE FIBERGLASS WITNESS POST.
 PN0826
 PN0826                          STATION RECOVERY (2009)
 PN0826
 PN0826'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 PN0826'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0281 ***********************************************************************
 PN0281  DESIGNATION -  A 23
 PN0281  PID         -  PN0281
 PN0281  STATE/COUNTY-  WI/WAUPACA
 PN0281  COUNTRY     -  US
 PN0281  USGS QUAD   -  BEAR CREEK (2018)
 PN0281
 PN0281                         *CURRENT SURVEY CONTROL
 PN0281  ______________________________________________________________________
 PN0281* NAD 83(1986) POSITION- 44 34 29.54   (N) 088 44 15.80   (W)   HD_HELD1
 PN0281* NAVD 88 ORTHO HEIGHT -   248.382 (meters)      814.90  (feet) ADJUSTED
 PN0281  ______________________________________________________________________
 PN0281  GEOID HEIGHT    -        -36.395 (meters)                     GEOID18
 PN0281  DYNAMIC HEIGHT  -        248.345 (meters)      814.78  (feet) COMP
 PN0281  MODELED GRAVITY -    980,461.9   (mgal)                       NAVD 88
 PN0281
 PN0281  VERT ORDER      -  SECOND    CLASS 0
 PN0281
 PN0281.The horizontal coordinates were determined by differentially corrected
 PN0281.hand held GPS observations or other comparable positioning techniques
 PN0281.and have an estimated accuracy of +/- 3 meters.
 PN0281
 PN0281.The orthometric height was determined by differential leveling and
 PN0281.adjusted by the NATIONAL GEODETIC SURVEY
 PN0281.in June 1991.
 PN0281
 PN0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0281.GEOID18 height accuracy estimate available here.
 PN0281
 PN0281.Click photographs - Photos may exist for this station.
 PN0281
 PN0281.The dynamic height is computed by dividing the NAVD 88
 PN0281.geopotential number by the normal gravity value computed on the
 PN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0281.degrees latitude (g = 980.6199 gals.).
 PN0281
 PN0281.The modeled gravity was interpolated from observed gravity values.
 PN0281
 PN0281;                    North         East    Units  Estimated Accuracy
 PN0281;SPC WI C     -    83,177.5     700,251.2     MT  (+/- 3 meters HH1 GPS) 
 PN0281
 PN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6203137194(NAD 83)
 PN0281
 PN0281                          SUPERSEDED SURVEY CONTROL
 PN0281
 PN0281  NGVD 29 (??/??/92)  248.409  (m)          814.99   (f) ADJ UNCH    2 0
 PN0281
 PN0281.Superseded values are not recommended for survey control.
 PN0281
 PN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0281.See file dsdata.pdf to determine how the superseded data were derived.
 PN0281
 PN0281_MARKER: DB = BENCH MARK DISK
 PN0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0281_STAMPING: A 23 1934
 PN0281_MARK LOGO: CGS
 PN0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0281+STABILITY: SURFACE MOTION
 PN0281
 PN0281  HISTORY     - Date     Condition        Report By
 PN0281  HISTORY     - 1934     MONUMENTED       CGS
 PN0281  HISTORY     - 1934     GOOD             CGS
 PN0281
 PN0281                          STATION DESCRIPTION
 PN0281
 PN0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0281'3.5 MI S FROM CLINTONVILLE.
 PN0281'ALONG CHICAGO AND NORTH-WESTERN RY., 0.2 MILE N. OF MP 153.
 PN0281'MARK IS AT FENCE, 15 YDS. E. OF CENTERLINE OF TRACK, 3 YDS.
 PN0281'E. OF TELEGRAPH POLE, 6 YDS. N. OF CENTERLINE OF FARM CROSSING
 PN0281'AND 11 YDS. S. OF NORTHBOUND WHISTLE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0469 ***********************************************************************
 PO0469  DESIGNATION -  A 230
 PO0469  PID         -  PO0469
 PO0469  STATE/COUNTY-  WI/MONROE
 PO0469  COUNTRY     -  US
 PO0469  USGS QUAD   -  TUNNEL CITY (2018)
 PO0469
 PO0469                         *CURRENT SURVEY CONTROL
 PO0469  ______________________________________________________________________
 PO0469* NAD 83(1986) POSITION- 44 00 30.5    (N) 090 34 01.6    (W)   HD_HELD2
 PO0469* NAVD 88 ORTHO HEIGHT -   335.180 (meters)     1099.67  (feet) ADJUSTED
 PO0469  ______________________________________________________________________
 PO0469  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 PO0469  DYNAMIC HEIGHT  -        335.111 (meters)     1099.44  (feet) COMP
 PO0469  MODELED GRAVITY -    980,403.1   (mgal)                       NAVD 88
 PO0469
 PO0469  VERT ORDER      -  FIRST     CLASS II
 PO0469
 PO0469.The horizontal coordinates were established by autonomous hand held GPS
 PO0469.observations and have an estimated accuracy of +/- 10 meters.
 PO0469
 PO0469.The orthometric height was determined by differential leveling and
 PO0469.adjusted by the NATIONAL GEODETIC SURVEY
 PO0469.in June 1991.
 PO0469
 PO0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0469.GEOID18 height accuracy estimate available here.
 PO0469
 PO0469.Click photographs - Photos may exist for this station.
 PO0469
 PO0469.The dynamic height is computed by dividing the NAVD 88
 PO0469.geopotential number by the normal gravity value computed on the
 PO0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0469.degrees latitude (g = 980.6199 gals.).
 PO0469
 PO0469.The modeled gravity was interpolated from observed gravity values.
 PO0469
 PO0469;                    North         East    Units  Estimated Accuracy
 PO0469;SPC WI S     -   223,283.      554,522.      MT  (+/- 10 meters HH2 GPS)
 PO0469
 PO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9502975691(NAD 83)
 PO0469
 PO0469                          SUPERSEDED SURVEY CONTROL
 PO0469
 PO0469.No superseded survey control is available for this station.
 PO0469
 PO0469_MARKER: DV = VERTICAL CONTROL DISK
 PO0469_SETTING: 66 = SET IN ROCK OUTCROP
 PO0469_STAMPING: A 230 1985
 PO0469_MARK LOGO: NGS
 PO0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PO0469+STABILITY: POSITION/ELEVATION WELL
 PO0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0469+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 PO0469
 PO0469  HISTORY     - Date     Condition        Report By
 PO0469  HISTORY     - 1985     MONUMENTED       NGS
 PO0469  HISTORY     - 20030519 GOOD             USPSQD
 PO0469
 PO0469                          STATION DESCRIPTION
 PO0469
 PO0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0469'24.0 KM (14.9 MI) EAST FROM SPARTA.
 PO0469'24.0 KM (14.9 MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 PO0469'WITH STATE HIGHWAY 16 IN SPARTA, SET VERTICALLY IN THE SOUTH FACE OF
 PO0469'THE CENTER OF THE EASTERN 1/2 OF A 15- BY 260-FOOT EXPOSED AREA OF
 PO0469'BEDROCK IN A HIGHWAY CUT, 78.0 M (255.9 FT) WEST OF THE CENTER OF 21ST
 PO0469'AVENUE, 16.3 M (53.5 FT) WEST OF THE EAST END OF THE CUT, 10.3 M (33.8
 PO0469'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 M (2.0 FT) EAST OF
 PO0469'A WITNESS POST.
 PO0469'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 PO0469'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 PO0469
 PO0469                          STATION RECOVERY (2003)
 PO0469
 PO0469'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PO0469'RECOVERED IN GOOD CONDITION. NOTE-- 21ST AVE IS NOW NAMED ELDER ROAD.
 PO0469'A BLUFF TO THE NORTH AND TREES TO THE SOUTH OBSTRUCT SATELLITE
 PO0469'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0713 ***********************************************************************
 ON0713  DESIGNATION -  A 231
 ON0713  PID         -  ON0713
 ON0713  STATE/COUNTY-  WI/LA CROSSE
 ON0713  COUNTRY     -  US
 ON0713  USGS QUAD   -  LA CROSSE (2018)
 ON0713
 ON0713                         *CURRENT SURVEY CONTROL
 ON0713  ______________________________________________________________________
 ON0713* NAD 83(1986) POSITION- 43 52 20.86   (N) 091 12 52.71   (W)   HD_HELD1
 ON0713* NAVD 88 ORTHO HEIGHT -   214.997 (meters)      705.37  (feet) ADJUSTED
 ON0713  ______________________________________________________________________
 ON0713  GEOID HEIGHT    -        -31.889 (meters)                     GEOID18
 ON0713  DYNAMIC HEIGHT  -        214.958 (meters)      705.24  (feet) COMP
 ON0713  MODELED GRAVITY -    980,431.8   (mgal)                       NAVD 88
 ON0713
 ON0713  VERT ORDER      -  SECOND    CLASS I
 ON0713
 ON0713.The horizontal coordinates were determined by differentially corrected
 ON0713.hand held GPS observations or other comparable positioning techniques
 ON0713.and have an estimated accuracy of +/- 3 meters.
 ON0713
 ON0713.The orthometric height was determined by differential leveling and
 ON0713.adjusted by the WI DEPT OF TRANSP
 ON0713.in May 2012.
 ON0713
 ON0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0713.GEOID18 height accuracy estimate available here.
 ON0713
 ON0713.Click photographs - Photos may exist for this station.
 ON0713
 ON0713.The dynamic height is computed by dividing the NAVD 88
 ON0713.geopotential number by the normal gravity value computed on the
 ON0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0713.degrees latitude (g = 980.6199 gals.).
 ON0713
 ON0713.The modeled gravity was interpolated from observed gravity values.
 ON0713
 ON0713;                    North         East    Units  Estimated Accuracy
 ON0713;SPC WI S     -   208,727.5     502,376.5     MT  (+/- 3 meters HH1 GPS) 
 ON0713
 ON0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4344659256(NAD 83)
 ON0713
 ON0713                          SUPERSEDED SURVEY CONTROL
 ON0713
 ON0713  NAVD 88 (04/20/07)  214.994  (m)          705.36   (f) SUPERSEDED  2 1
 ON0713  NAVD 88 (06/15/91)  214.987  (m)          705.34   (f) SUPERSEDED  1 2
 ON0713
 ON0713.Superseded values are not recommended for survey control.
 ON0713
 ON0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0713.See file dsdata.pdf to determine how the superseded data were derived.
 ON0713
 ON0713_MARKER: F = FLANGE-ENCASED ROD
 ON0713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ON0713_STAMPING: A 231 1985
 ON0713_MARK LOGO: NGS
 ON0713_PROJECTION: FLUSH
 ON0713_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0713+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2013
 ON0713_ROD/PIPE-DEPTH: 21.9 meters
 ON0713
 ON0713  HISTORY     - Date     Condition        Report By
 ON0713  HISTORY     - 19850401 MONUMENTED       NGS
 ON0713  HISTORY     - 20021008 GOOD             WIDT
 ON0713  HISTORY     - 20030519 GOOD             USPSQD
 ON0713  HISTORY     - 20060612 GOOD             WIDT
 ON0713  HISTORY     - 20100816 GOOD             WIDT
 ON0713  HISTORY     - 20130415 GOOD             MNDT
 ON0713
 ON0713                          STATION DESCRIPTION
 ON0713
 ON0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0713'8.7 KM (5.4 MI) EAST FROM LA CROSSE.
 ON0713'6.7 KM (4.15 MI) NORTH ALONG U.S. HIGHWAY 53 FROM ITS JUNCTION WITH
 ON0713'U.S. HIGHWAY 14 AND 16 IN LA CROSSE, THENCE 2.0 KM (1.25 MI) EASTERLY
 ON0713'ALONG INTERSTATE HIGHWAY 90, 0.4 KM (0.25 MI) WEST OF THE INTERSECTION
 ON0713'OF STATE HIGHWAY 157 (EXIT 4), AND 29.0 M (95.1 FT) NORTHWEST OF THE
 ON0713'CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE HIGHWAY.
 ON0713'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ON0713'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 ON0713'THE MARK IS 1.0 M BELOW THE INTERSTATE HIGHWAY.
 ON0713
 ON0713                          STATION RECOVERY (2002)
 ON0713
 ON0713'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0713'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0713'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH US HIGHWAY 53
 ON0713'AND STATE HIGHWAY 157 ON THE NORTH SIDE OF THE CITY OF LA CROSSE, GO
 ON0713'SOUTH ON INTERSTATE HIGHWAY 90 AND US HIGHWAY 53 FOR 0.3 MI (0.48 KM)
 ON0713'TO THE STATION ON THE RIGHT.  THE STATION IS A NATIONAL GEODETIC
 ON0713'SURVEY STEEL ROD AND LOGO CAP VERTICAL CONTROL STATION ABOUT 1 M (3.3
 ON0713'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 28.7 M (94.2 FT) NORTH
 ON0713'WEST OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY
 ON0713'90, 4.9 M (16.1 FT) SOUTH OF THE SOUTHERN MOST POST FOR A --LA CROSSE
 ON0713'SIGN CO., INC.-- SIGN, 3.1 M (10.2 FT) SOUTH OF TELEPHONE PEDESTAL
 ON0713'--P3D12--, 0.3 M (1.0 FT) SOUTHEAST OF A --RIGHT OF WAY-- FENCE AND
 ON0713'0.3 M (1.0 FT) SOUTHWEST OF AN ORANGE WITNESS POST.  ---NOTE---THIS
 ON0713'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 ON0713'ABOVE THE HORIZON EXCEPT FOR A SIGN TO THE NORTH EXTENDING TO 70
 ON0713'DEGREES ABOVE THE HORIZON.
 ON0713
 ON0713                          STATION RECOVERY (2003)
 ON0713
 ON0713'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0713'RECOVERED IN GOOD CONDITION.
 ON0713
 ON0713                          STATION RECOVERY (2006)
 ON0713
 ON0713'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 ON0713'RECOVERED AS DESCRIBED.
 ON0713
 ON0713                          STATION RECOVERY (2010)
 ON0713
 ON0713'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0713'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M NORTHEAST AND
 ON0713'0.9 M SOUTHWEST OF TWO WHITE PLASTIC WITNESS POSTS AND 0.2 M SOUTHEAST
 ON0713'OF AN ORANGE FIBERGLASS WITNESS POST.
 ON0713
 ON0713                          STATION RECOVERY (2013)
 ON0713
 ON0713'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 ON0713'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH
 ON0713'US HIGHWAY 53 AND STATE HIGHWAY 157 ON THE NORTH SIDE OF THE CITY OF
 ON0713'LA CROSSE, GO SOUTH ON INTERSTATE HIGHWAY 90 AND US HIGHWAY 53 FOR 0.3
 ON0713'MI (0.5 KM) TO THE STATION ON THE RIGHT, THE STATION IS A NATIONAL
 ON0713'GEODETIC SURVEY STEEL ROD AND LOGO CAP VERTICAL CONTROL STATION ABOUT
 ON0713'3.3 FT (1.0 M) LOWER THAN THE HIGHWAY PAVEMENT, THE STATION IS 94.2 FT
 ON0713'(28.7 M) NORTH WEST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 ON0713'INTERSTATE HIGHWAY 90, 16.1 FT (4.9 M) SOUTH OF THE SOUTHERN MOST POST
 ON0713'FOR A LA CROSSE SIGN CO., INCORPORATED.  SIGN, 10.2 FT (3.1 M) SOUTH
 ON0713'OF TELEPHONE PEDESTAL NUMBER P3D12, 1.0 FT (0.3 M) SOUTHEAST OF A
 ON0713'RIGHT-OF-WAY FENCE AND 1.0 FT (0.3 M) SOUTHWEST OF AN ORANGE WITNESS
 ON0713'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0845 ***********************************************************************
 PN0845  DESIGNATION -  A 232
 PN0845  PID         -  PN0845
 PN0845  STATE/COUNTY-  WI/WOOD
 PN0845  COUNTRY     -  US
 PN0845  USGS QUAD   -  NEKOOSA (2018)
 PN0845
 PN0845                         *CURRENT SURVEY CONTROL
 PN0845  ______________________________________________________________________
 PN0845* NAD 83(1986) POSITION- 44 19 17.1    (N) 089 59 06.4    (W)   HD_HELD2
 PN0845* NAVD 88 ORTHO HEIGHT -   300.202 (meters)      984.91  (feet) ADJUSTED
 PN0845  ______________________________________________________________________
 PN0845  GEOID HEIGHT    -        -34.950 (meters)                     GEOID18
 PN0845  DYNAMIC HEIGHT  -        300.149 (meters)      984.74  (feet) COMP
 PN0845  MODELED GRAVITY -    980,434.2   (mgal)                       NAVD 88
 PN0845
 PN0845  VERT ORDER      -  SECOND    CLASS I
 PN0845
 PN0845.The horizontal coordinates were established by autonomous hand held GPS
 PN0845.observations and have an estimated accuracy of +/- 10 meters.
 PN0845
 PN0845.The orthometric height was determined by differential leveling and
 PN0845.adjusted by the WI DEPT OF TRANSP
 PN0845.in May 2012.
 PN0845
 PN0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0845.GEOID18 height accuracy estimate available here.
 PN0845
 PN0845.Click photographs - Photos may exist for this station.
 PN0845
 PN0845.The dynamic height is computed by dividing the NAVD 88
 PN0845.geopotential number by the normal gravity value computed on the
 PN0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0845.degrees latitude (g = 980.6199 gals.).
 PN0845
 PN0845.The modeled gravity was interpolated from observed gravity values.
 PN0845
 PN0845;                    North         East    Units  Estimated Accuracy
 PN0845;SPC WI C     -    54,235.      601,188.      MT  (+/- 10 meters HH2 GPS)
 PN0845
 PN0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6196411907(NAD 83)
 PN0845
 PN0845                          SUPERSEDED SURVEY CONTROL
 PN0845
 PN0845  NAVD 88 (04/20/07)  300.185  (m)          984.86   (f) SUPERSEDED  2 1
 PN0845  NAVD 88 (06/15/91)  300.192  (m)          984.88   (f) SUPERSEDED  1 2
 PN0845
 PN0845.Superseded values are not recommended for survey control.
 PN0845
 PN0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0845.See file dsdata.pdf to determine how the superseded data were derived.
 PN0845
 PN0845_MARKER: F = FLANGE-ENCASED ROD
 PN0845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0845_STAMPING: A 232 1985
 PN0845_MARK LOGO: NGS
 PN0845_PROJECTION: FLUSH
 PN0845_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0845+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2010
 PN0845_ROD/PIPE-DEPTH: 19.5 meters
 PN0845
 PN0845  HISTORY     - Date     Condition        Report By
 PN0845  HISTORY     - 1985     MONUMENTED       NGS
 PN0845  HISTORY     - 19940430 GOOD             USPSQD
 PN0845  HISTORY     - 19970815 GOOD             NGS
 PN0845  HISTORY     - 20021207 GOOD             USPSQD
 PN0845  HISTORY     - 2004     GOOD             WIDT
 PN0845  HISTORY     - 20040330 GOOD             USPSQD
 PN0845  HISTORY     - 20100927 GOOD             WIDT
 PN0845
 PN0845                          STATION DESCRIPTION
 PN0845
 PN0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0845'10.2 KM (6.35 MI) NE FROM BABCOCK.
 PN0845'10.2 KM (6.35 MI) NORTHEASTERLY ALONG STATE HIGHWAY 173 FROM ITS
 PN0845'JUNCTION WITH STATE HIGHWAY 80 IN BABCOCK, 1.7 KM (1.05 MI) WEST OF
 PN0845'THE INTERSECTION OF COUNTY ROAD GG, 11.5 M (37.7 FT) SOUTH OF THE
 PN0845'CENTERLINE OF THE HIGHWAY, 3.6 M (11.8 FT) EAST OF THE CENTER OF A
 PN0845'TRACK ROAD, AND 3.4 M (11.2 FT) SOUTH-SOUTHWEST OF THE EAST END OF AN
 PN0845'18-INCH PIPE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PN0845'5-INCH LOGO CAP.
 PN0845'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PN0845'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0845
 PN0845                          STATION RECOVERY (1994)
 PN0845
 PN0845'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0845'RECOVERED IN GOOD CONDITION.
 PN0845
 PN0845                          STATION RECOVERY (1997)
 PN0845
 PN0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PN0845'RECOVERED AS DESCRIBED.
 PN0845
 PN0845                          STATION RECOVERY (2002)
 PN0845
 PN0845'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0845'RECOVERED IN GOOD CONDITION. THE TRACK ROAD HAS THE FIRE NUMBER 5331.
 PN0845'STATION IS AMONGST TREES THAT RESTRICT SATELLITE OBSERVATIONS.
 PN0845
 PN0845                          STATION RECOVERY (2004)
 PN0845
 PN0845'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PN0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 10.2 KM (6.35 MI) NORTHEAST
 PN0845'FROM BABCOCK. 10.2 KM (6.35 MI) NORTHEASTERLY ALONG STATE HIGHWAY 173
 PN0845'FROM ITS JUNCTION WITH STATE HIGHWAY 80 IN BABCOCK, 1.7 KM (1.05 MI)
 PN0845'WEST OF THE INTERSECTION OF COUNTY ROAD GG, 11.5 M (37.7 FT) SOUTH OF
 PN0845'THE CENTERLINE OF THE HIGHWAY, 3.6 M (11.8 FT) EAST OF THE CENTER OF A
 PN0845'TRACK ROAD, AND 3.4 M (11.2 FT) SOUTH-SOUTHWEST OF THE EAST END OF AN
 PN0845'18-INCH (46 CM) PIPE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD
 PN0845'THROUGH A 5-INCH (13 CM) LOGO CAP. THE MARK IS 0.3 M (1.0 FT) NORTH
 PN0845'FROM A WITNESS POST THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0845'
 PN0845'RECOVERY NOTE BY US POWER SQUADRON 1994 RECOVERED IN GOOD CONDITION.
 PN0845'
 PN0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) RECOVERED AS
 PN0845'DESCRIBED.
 PN0845'
 PN0845'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB) RECOVERED IN GOOD
 PN0845'CONDITION.  THE TRACK ROAD HAS THE FIRE NUMBER 5331. STATION IS
 PN0845'AMONGST TREES THAT RESTRICT SATELLITE OBSERVATIONS.
 PN0845'
 PN0845'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB) RECOVERED IN GOOD
 PN0845'CONDITION.
 PN0845'
 PN0845'RECOVERED AS DESCRIBED.
 PN0845
 PN0845                          STATION RECOVERY (2004)
 PN0845
 PN0845'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0845'RECOVERED IN GOOD CONDITION.
 PN0845
 PN0845                          STATION RECOVERY (2010)
 PN0845
 PN0845'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PN0845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB7541 ***********************************************************************
 AB7541  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AB7541  DESIGNATION -  A 235
 AB7541  PID         -  AB7541
 AB7541  STATE/COUNTY-  WI/DOUGLAS
 AB7541  COUNTRY     -  US
 AB7541  USGS QUAD   -  PARKLAND (2018)
 AB7541
 AB7541                         *CURRENT SURVEY CONTROL
 AB7541  ______________________________________________________________________
 AB7541* NAD 83(1986) POSITION- 46 41 40.3    (N) 091 59 33.4    (W)   HD_HELD2
 AB7541* NAVD 88 ORTHO HEIGHT -   186.535 (meters)      611.99  (feet) ADJUSTED
 AB7541  ______________________________________________________________________
 AB7541  GEOID HEIGHT    -        -28.303 (meters)                     GEOID18
 AB7541  DYNAMIC HEIGHT  -        186.558 (meters)      612.07  (feet) COMP
 AB7541  MODELED GRAVITY -    980,730.8   (mgal)                       NAVD 88
 AB7541
 AB7541  VERT ORDER      -  FIRST     CLASS II
 AB7541
 AB7541.The horizontal coordinates were established by autonomous hand held GPS
 AB7541.observations and have an estimated accuracy of +/- 10 meters.
 AB7541
 AB7541.The orthometric height was determined by differential leveling and
 AB7541.adjusted by the NATIONAL GEODETIC SURVEY
 AB7541.in July 2002.
 AB7541
 AB7541.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7541.GEOID18 height accuracy estimate available here.
 AB7541
 AB7541.This Water Level Mark is designated as VM 21156
 AB7541.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AB7541
 AB7541.Click photographs - Photos may exist for this station.
 AB7541
 AB7541.The dynamic height is computed by dividing the NAVD 88
 AB7541.geopotential number by the normal gravity value computed on the
 AB7541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7541.degrees latitude (g = 980.6199 gals.).
 AB7541
 AB7541.The modeled gravity was interpolated from observed gravity values.
 AB7541
 AB7541;                    North         East    Units  Estimated Accuracy
 AB7541;SPC WI N     -   171,731.      447,606.      MT  (+/- 10 meters HH2 GPS)
 AB7541
 AB7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7702271711(NAD 83)
 AB7541
 AB7541                          SUPERSEDED SURVEY CONTROL
 AB7541
 AB7541  NAVD 88 (07/25/13)  186.539  (m)          612.00   (f) SUPERSEDED  2 1
 AB7541
 AB7541.Superseded values are not recommended for survey control.
 AB7541
 AB7541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7541.See file dsdata.pdf to determine how the superseded data were derived.
 AB7541
 AB7541_MARKER: F = FLANGE-ENCASED ROD
 AB7541_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7541_STAMPING: A 235 1996
 AB7541_MARK LOGO: NGS
 AB7541_PROJECTION: FLUSH
 AB7541_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB7541+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 AB7541_ROD/PIPE-DEPTH: 21.7 meters
 AB7541_SLEEVE-DEPTH  : 0.9 meters
 AB7541
 AB7541  HISTORY     - Date     Condition        Report By
 AB7541  HISTORY     - 1996     MONUMENTED       NGS
 AB7541  HISTORY     - 20020810 GOOD             USPSQD
 AB7541  HISTORY     - 20040904 GOOD             USPSQD
 AB7541  HISTORY     - 20120731 GOOD             WIDT
 AB7541
 AB7541                          STATION DESCRIPTION
 AB7541
 AB7541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7541'1.6 KM (1.00 MI) EASTERLY ALONG BELKNAP STREET AND THEN LENROOT
 AB7541'HIGHWAY FROM THE POST OFFICE IN SUPERIOR, THENCE 7.7 KM (4.80 MI)
 AB7541'SOUTHERLY ALONG U.S. HIGHWAY 53, THENCE 2.3 KM (1.40 MI) EASTERLY
 AB7541'ALONG COUNTY ROAD E, THENCE 3.4 KM (2.10 MI) NORTHERLY ALONG A PAVED
 AB7541'ROAD LEADING TO WISCONSIN POINT, 8.9 M (29.2 FT) NORTH OF THE ROAD
 AB7541'CENTER, 8.3 M (27.2 FT) NORTHWEST OF THE CENTER OF A ROAD LEADING TO A
 AB7541'BEACH, 2.5 M (8.2 FT) NORTHEAST OF A SIGN (NO PARKING), 0.5 M (1.6 FT)
 AB7541'ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 AB7541'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB7541'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB7541
 AB7541                          STATION RECOVERY (2002)
 AB7541
 AB7541'RECOVERY NOTE BY US POWER SQUADRON 2002 (DCR)
 AB7541'RECOVERED IN GOOD CONDITION.
 AB7541
 AB7541                          STATION RECOVERY (2004)
 AB7541
 AB7541'RECOVERY NOTE BY US POWER SQUADRON 2004 (TS)
 AB7541'GODD CONDITION,
 AB7541
 AB7541                          STATION RECOVERY (2012)
 AB7541
 AB7541'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 AB7541'THE STATION IS LOCATED AT THE DRIVEWAY FOR LOT 12, IN THE CENTER OF A
 AB7541'TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AB7541'
 AB7541'NOTE-PREVIOUSLY DESCRIBED COUNTY ROAD E IS NOW CALLED MOCCASIN MIKE
 AB7541'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0394 ***********************************************************************
 QL0394  DESIGNATION -  A 24
 QL0394  PID         -  QL0394
 QL0394  STATE/COUNTY-  WI/MARINETTE
 QL0394  COUNTRY     -  US
 QL0394  USGS QUAD   -  FAITHORN (2017)
 QL0394
 QL0394                         *CURRENT SURVEY CONTROL
 QL0394  ______________________________________________________________________
 QL0394* NAD 83(1986) POSITION- 45 40 31.70   (N) 087 47 46.46   (W)   HD_HELD1
 QL0394* NAVD 88 ORTHO HEIGHT -   245.796 (meters)      806.42  (feet) ADJUSTED
 QL0394  ______________________________________________________________________
 QL0394  GEOID HEIGHT    -        -35.108 (meters)                     GEOID18
 QL0394  DYNAMIC HEIGHT  -        245.793 (meters)      806.41  (feet) COMP
 QL0394  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 QL0394
 QL0394  VERT ORDER      -  SECOND    CLASS 0
 QL0394
 QL0394.The horizontal coordinates were determined by differentially corrected
 QL0394.hand held GPS observations or other comparable positioning techniques
 QL0394.and have an estimated accuracy of +/- 3 meters.
 QL0394
 QL0394.The orthometric height was determined by differential leveling and
 QL0394.adjusted by the NATIONAL GEODETIC SURVEY
 QL0394.in June 1991.
 QL0394
 QL0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0394.GEOID18 height accuracy estimate available here.
 QL0394
 QL0394.Click photographs - Photos may exist for this station.
 QL0394
 QL0394.The dynamic height is computed by dividing the NAVD 88
 QL0394.geopotential number by the normal gravity value computed on the
 QL0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0394.degrees latitude (g = 980.6199 gals.).
 QL0394
 QL0394.The modeled gravity was interpolated from observed gravity values.
 QL0394
 QL0394;                    North         East    Units  Estimated Accuracy
 QL0394;SPC WI C     -   207,038.3     771,691.3     MT  (+/- 3 meters HH1 GPS) 
 QL0394
 QL0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3798558299(NAD 83)
 QL0394
 QL0394                          SUPERSEDED SURVEY CONTROL
 QL0394
 QL0394  NGVD 29 (??/??/92)  245.816  (m)          806.48   (f) ADJ UNCH    2 0
 QL0394
 QL0394.Superseded values are not recommended for survey control.
 QL0394
 QL0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0394.See file dsdata.pdf to determine how the superseded data were derived.
 QL0394
 QL0394_MARKER: DB = BENCH MARK DISK
 QL0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0394_STAMPING: A 24 1934
 QL0394_MARK LOGO: CGS
 QL0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0394+STABILITY: SURFACE MOTION
 QL0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0394+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 QL0394
 QL0394  HISTORY     - Date     Condition        Report By
 QL0394  HISTORY     - 1934     MONUMENTED       CGS
 QL0394  HISTORY     - 1963     GOOD             USGS
 QL0394  HISTORY     - 20051115 GOOD             WIDT
 QL0394
 QL0394                          STATION DESCRIPTION
 QL0394
 QL0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0394'2 MI W FROM FAITHORN.
 QL0394'IN MARINETTE COUNTY, WISCONSIN, 2.0 MILES WEST ALONG THE
 QL0394'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD FROM THE
 QL0394'STATION AT FAITHORN, MENOMINEE COUNTY, MICHIGAN, 285 FEET WEST
 QL0394'OF MILEPOST 301, 26 FEET NORTH OF THE CENTERLINE OF THE MAIN
 QL0394'TRACK, AND 18 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 QL0394'A 24 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 470 FT
 QL0394'W OF MP 301 322 FT W OF CULVERT 300.99 28.5 FT N OF CENTERLINE
 QL0394'OF TRACK 31 FT S OF CENTERLINE OF ROAD.
 QL0394
 QL0394                          STATION RECOVERY (1963)
 QL0394
 QL0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QL0394'RECOVERED IN GOOD CONDITION.
 QL0394
 QL0394                          STATION RECOVERY (2005)
 QL0394
 QL0394'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0394'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 0.35 MI EAST OF THE
 QL0394'JUNCTION OF RADDIE ROAD WITH VERNON ROAD, 8.2 M SOUTHWEST OF A
 QL0394'TELEPHONE PEDESTAL NUMBERED  C-14-G-, 1.0 M NORTH OF AN ORANGE
 QL0394'FIBERGLASS WITNESS POST, 0.3 M NORTH OF A STEEL FENCE POST, AND
 QL0394'PROTRUDES 15 CM ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0156 ***********************************************************************
 QM0156  DESIGNATION -  A 25
 QM0156  PID         -  QM0156
 QM0156  STATE/COUNTY-  WI/FOREST
 QM0156  COUNTRY     -  US
 QM0156  USGS QUAD   -  LAKE GORDON (2018)
 QM0156
 QM0156                         *CURRENT SURVEY CONTROL
 QM0156  ______________________________________________________________________
 QM0156* NAD 83(1986) POSITION- 45 39 02.00   (N) 088 33 11.72   (W)   HD_HELD1
 QM0156* NAVD 88 ORTHO HEIGHT -   464.059 (meters)     1522.50  (feet) ADJUSTED
 QM0156  ______________________________________________________________________
 QM0156  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 QM0156  DYNAMIC HEIGHT  -        464.030 (meters)     1522.41  (feet) COMP
 QM0156  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 QM0156
 QM0156  VERT ORDER      -  SECOND    CLASS 0
 QM0156
 QM0156.The horizontal coordinates were determined by differentially corrected
 QM0156.hand held GPS observations or other comparable positioning techniques
 QM0156.and have an estimated accuracy of +/- 3 meters.
 QM0156
 QM0156.The orthometric height was determined by differential leveling and
 QM0156.adjusted by the NATIONAL GEODETIC SURVEY
 QM0156.in June 1991.
 QM0156
 QM0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0156.GEOID18 height accuracy estimate available here.
 QM0156
 QM0156.Click photographs - Photos may exist for this station.
 QM0156
 QM0156.The dynamic height is computed by dividing the NAVD 88
 QM0156.geopotential number by the normal gravity value computed on the
 QM0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0156.degrees latitude (g = 980.6199 gals.).
 QM0156
 QM0156.The modeled gravity was interpolated from observed gravity values.
 QM0156
 QM0156;                    North         East    Units  Estimated Accuracy
 QM0156;SPC WI N     -    54,808.2     712,765.2     MT  (+/- 3 meters HH1 GPS) 
 QM0156
 QM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7897356396(NAD 83)
 QM0156
 QM0156                          SUPERSEDED SURVEY CONTROL
 QM0156
 QM0156  NGVD 29 (??/??/92)  464.043  (m)         1522.45   (f) ADJ UNCH    2 0
 QM0156
 QM0156.Superseded values are not recommended for survey control.
 QM0156
 QM0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0156.See file dsdata.pdf to determine how the superseded data were derived.
 QM0156
 QM0156_MARKER: DB = BENCH MARK DISK
 QM0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0156_STAMPING: A 25 1934
 QM0156_MARK LOGO: CGS
 QM0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0156+STABILITY: SURFACE MOTION
 QM0156
 QM0156  HISTORY     - Date     Condition        Report By
 QM0156  HISTORY     - 1934     MONUMENTED       CGS
 QM0156  HISTORY     - 20051205 MARK NOT FOUND   WIDT
 QM0156
 QM0156                          STATION DESCRIPTION
 QM0156
 QM0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0156'10.4 MI W FROM GOODMAN.
 QM0156'IN FOREST COUNTY, 10.4 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL
 QM0156'AND SAULTE STE. MARIE RAILROAD FROM THE STATION AT GOODMAN,
 QM0156'MARINETTE COUNTY, 180 FEET EAST OF MILEPOST 260, 15 FEET NORTH
 QM0156'OF THE CENTERLINE OF THE MAIN TRACK, AND 3 FEET WEST OF A FENCE
 QM0156'CORNER.  A STANDARD DISK, STAMPED A 25 1934 AND SET IN THE TOP
 QM0156'OF A CONCRETE POST.
 QM0156
 QM0156                          STATION RECOVERY (2005)
 QM0156
 QM0156'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0156'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES FROM THE MILEPOST AND THE
 QM0156'TRACKS PLACE THE STATION IN A SWAMPY AREA, NO EVIDENCE OF THE STATION
 QM0156'WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0002 ***********************************************************************
 QM0002  DESIGNATION -  A 26
 QM0002  PID         -  QM0002
 QM0002  STATE/COUNTY-  WI/MARINETTE
 QM0002  COUNTRY     -  US
 QM0002  USGS QUAD   -  IRON MOUNTAIN (2017)
 QM0002
 QM0002                         *CURRENT SURVEY CONTROL
 QM0002  ______________________________________________________________________
 QM0002* NAD 83(1986) POSITION- 45 45 35.5    (N) 088 02 31.1    (W)   HD_HELD2
 QM0002* NAVD 88 ORTHO HEIGHT -   339.543 (meters)     1113.98  (feet) ADJUSTED
 QM0002  ______________________________________________________________________
 QM0002  GEOID HEIGHT    -        -34.574 (meters)                     GEOID18
 QM0002  DYNAMIC HEIGHT  -        339.529 (meters)     1113.94  (feet) COMP
 QM0002  MODELED GRAVITY -    980,566.6   (mgal)                       NAVD 88
 QM0002
 QM0002  VERT ORDER      -  SECOND    CLASS I
 QM0002
 QM0002.The horizontal coordinates were established by autonomous hand held GPS
 QM0002.observations and have an estimated accuracy of +/- 10 meters.
 QM0002
 QM0002.The orthometric height was determined by differential leveling and
 QM0002.adjusted by the NATIONAL GEODETIC SURVEY
 QM0002.in June 1991.
 QM0002
 QM0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0002.GEOID18 height accuracy estimate available here.
 QM0002
 QM0002.Click photographs - Photos may exist for this station.
 QM0002
 QM0002.The dynamic height is computed by dividing the NAVD 88
 QM0002.geopotential number by the normal gravity value computed on the
 QM0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0002.degrees latitude (g = 980.6199 gals.).
 QM0002
 QM0002.The modeled gravity was interpolated from observed gravity values.
 QM0002
 QM0002;                    North         East    Units  Estimated Accuracy
 QM0002;SPC WI C     -   215,925.      752,324.      MT  (+/- 10 meters HH2 GPS)
 QM0002
 QM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1896967894(NAD 83)
 QM0002
 QM0002                          SUPERSEDED SURVEY CONTROL
 QM0002
 QM0002  NGVD 29 (??/??/92)  339.537  (m)         1113.96   (f) ADJ UNCH    2 0
 QM0002
 QM0002.Superseded values are not recommended for survey control.
 QM0002
 QM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0002.See file dsdata.pdf to determine how the superseded data were derived.
 QM0002
 QM0002_MARKER: DB = BENCH MARK DISK
 QM0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0002_STAMPING: A 26 1934
 QM0002_MARK LOGO: CGS
 QM0002_PROJECTION: FLUSH
 QM0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0002+STABILITY: SURFACE MOTION
 QM0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0002+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2014
 QM0002
 QM0002  HISTORY     - Date     Condition        Report By
 QM0002  HISTORY     - 1934     MONUMENTED       CGS
 QM0002  HISTORY     - 20051128 GOOD             WIDT
 QM0002  HISTORY     - 20141003 GOOD             WIDT
 QM0002
 QM0002                          STATION DESCRIPTION
 QM0002
 QM0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0002'9.6 MI N FROM PEMBINE.
 QM0002'9.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QM0002'RAILROAD FROM THE STATION AT PEMBINE, 175 FEET SOUTH OF MILEPOST
 QM0002'287, 20 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 27
 QM0002'FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED A 26 1934 AND
 QM0002'SET IN THE TOP OF A CONCRETE POST.
 QM0002
 QM0002                          STATION RECOVERY (2005)
 QM0002
 QM0002'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0002'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 0.55 MI SOUTH ALONG
 QM0002'THE RAILROAD GRADE FROM THE JUNCTION OF COUNTY HIGHWAY N WITH THE
 QM0002'ESCANABA AND LAKE SUPERIOR RAILWAY, 0.3 M WEST OF A ORANGE FIBERGLASS
 QM0002'WITNESS POST, AND PROTRUDES 12 CM ABOVE THE GROUND.
 QM0002'NOTE THE PREVIOUS FIBERGLASS WITNESS POST WAS HIT BY A RAILROAD
 QM0002'BRUSHING MACHINE AND A NEW ORANGE FIBERGLASS WITNESS POST WAS RESET AS
 QM0002'STATED ABOVE.
 QM0002
 QM0002                          STATION RECOVERY (2014)
 QM0002
 QM0002'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0002'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0305 ***********************************************************************
 QM0305  DESIGNATION -  A 29
 QM0305  PID         -  QM0305
 QM0305  STATE/COUNTY-  WI/LANGLADE
 QM0305  COUNTRY     -  US
 QM0305  USGS QUAD   -  KEMPSTER (2018)
 QM0305
 QM0305                         *CURRENT SURVEY CONTROL
 QM0305  ______________________________________________________________________
 QM0305* NAD 83(1986) POSITION- 45 18 41.26   (N) 089 09 46.25   (W)   HD_HELD1
 QM0305* NAVD 88 ORTHO HEIGHT -   496.482 (meters)     1628.87  (feet) ADJUSTED
 QM0305  ______________________________________________________________________
 QM0305  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 QM0305  DYNAMIC HEIGHT  -        496.419 (meters)     1628.67  (feet) COMP
 QM0305  MODELED GRAVITY -    980,476.0   (mgal)                       NAVD 88
 QM0305
 QM0305  VERT ORDER      -  SECOND    CLASS 0
 QM0305
 QM0305.The horizontal coordinates were determined by differentially corrected
 QM0305.hand held GPS observations or other comparable positioning techniques
 QM0305.and have an estimated accuracy of +/- 3 meters.
 QM0305
 QM0305.The orthometric height was determined by differential leveling and
 QM0305.adjusted by the NATIONAL GEODETIC SURVEY
 QM0305.in June 1991.
 QM0305
 QM0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0305.GEOID18 height accuracy estimate available here.
 QM0305
 QM0305.Click photographs - Photos may exist for this station.
 QM0305
 QM0305.The dynamic height is computed by dividing the NAVD 88
 QM0305.geopotential number by the normal gravity value computed on the
 QM0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0305.degrees latitude (g = 980.6199 gals.).
 QM0305
 QM0305.The modeled gravity was interpolated from observed gravity values.
 QM0305
 QM0305;                    North         East    Units  Estimated Accuracy
 QM0305;SPC WI C     -   164,590.1     665,645.1     MT  (+/- 3 meters HH1 GPS) 
 QM0305
 QM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3046119826(NAD 83)
 QM0305
 QM0305                          SUPERSEDED SURVEY CONTROL
 QM0305
 QM0305  NGVD 29 (??/??/92)  496.463  (m)         1628.81   (f) ADJ UNCH    2 0
 QM0305
 QM0305.Superseded values are not recommended for survey control.
 QM0305
 QM0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0305.See file dsdata.pdf to determine how the superseded data were derived.
 QM0305
 QM0305_MARKER: DB = BENCH MARK DISK
 QM0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0305_STAMPING: A 29 1934
 QM0305_MARK LOGO: CGS
 QM0305_PROJECTION: FLUSH
 QM0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0305+STABILITY: SURFACE MOTION
 QM0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0305+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 QM0305
 QM0305  HISTORY     - Date     Condition        Report By
 QM0305  HISTORY     - 1934     MONUMENTED       CGS
 QM0305  HISTORY     - 1974     GOOD             WIDT
 QM0305  HISTORY     - 20050907 GOOD             WIDT
 QM0305
 QM0305                          STATION DESCRIPTION
 QM0305
 QM0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0305'1.6 MI N FROM KEMPSTER.
 QM0305'1.6 MILES N. OF KEMPSTER ALONG CHICAGO AND NORTH-WESTERN RY.,
 QM0305'0.4 MILE N. OF MP 219.  MARK IS IN CUT AT POINT WHERE HIGHWAY
 QM0305'CURVES FROM TRACK, 8 YDS. E. OF CENTERLINE OF TRACK, 24 YDS. N.
 QM0305'OF WHISTLE POST AND 150 YDS. N. OF BRIDGE 779.
 QM0305
 QM0305                          STATION RECOVERY (1974)
 QM0305
 QM0305'RECOVERY NOTE BY WI DEPT OF TRANSP 1974
 QM0305'RECOVERED IN GOOD CONDITION.
 QM0305
 QM0305                          STATION RECOVERY (2005)
 QM0305
 QM0305'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0305'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 0.15 MILES SOUTH OF A
 QM0305'BRIDGE ON COUNTY HIGHWAY B, 30.5 M EAST OF THE CENTERLINE OF COUNTY
 QM0305'HIGHWAY B, 8.2 M EAST OF THE CENTERLINE OF THE OLD RAILROAD GRADE, AND
 QM0305'0.8 M EAST OF AN ORANGE FIBERGLASS WITNESS POST, AND IS FLUSH WITH THE
 QM0305'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0002 ***********************************************************************
 NH0002  DESIGNATION -  A 3
 NH0002  PID         -  NH0002
 NH0002  STATE/COUNTY-  WI/WALWORTH
 NH0002  COUNTRY     -  US
 NH0002  USGS QUAD   -  SPRINGFIELD (2018)
 NH0002
 NH0002                         *CURRENT SURVEY CONTROL
 NH0002  ______________________________________________________________________
 NH0002* NAD 83(1986) POSITION- 42 38 33.     (N) 088 24 50.     (W)   SCALED
 NH0002* NAVD 88 ORTHO HEIGHT -   259.736 (meters)      852.15  (feet) ADJUSTED
 NH0002  ______________________________________________________________________
 NH0002  GEOID HEIGHT    -        -34.208 (meters)                     GEOID18
 NH0002  DYNAMIC HEIGHT  -        259.658 (meters)      851.89  (feet) COMP
 NH0002  MODELED GRAVITY -    980,314.1   (mgal)                       NAVD 88
 NH0002
 NH0002  VERT ORDER      -  FIRST     CLASS II
 NH0002
 NH0002.The horizontal coordinates were scaled from a map and have
 NH0002.an estimated accuracy of +/- 6 seconds.
 NH0002
 NH0002.The orthometric height was determined by differential leveling and
 NH0002.adjusted by the NATIONAL GEODETIC SURVEY
 NH0002.in June 1991.
 NH0002
 NH0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0002.GEOID18 height accuracy estimate available here.
 NH0002
 NH0002.Click photographs - Photos may exist for this station.
 NH0002
 NH0002.The dynamic height is computed by dividing the NAVD 88
 NH0002.geopotential number by the normal gravity value computed on the
 NH0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0002.degrees latitude (g = 980.6199 gals.).
 NH0002
 NH0002.The modeled gravity was interpolated from observed gravity values.
 NH0002
 NH0002;                    North         East    Units  Estimated Accuracy
 NH0002;SPC WI S     -    72,610.      730,080.      MT  (+/- 180 meters Scaled)
 NH0002
 NH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN840220(NAD 83)
 NH0002
 NH0002                          SUPERSEDED SURVEY CONTROL
 NH0002
 NH0002  NGVD 29 (??/??/92)  259.804  (m)          852.37   (f) ADJ UNCH    1 2
 NH0002
 NH0002.Superseded values are not recommended for survey control.
 NH0002
 NH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0002.See file dsdata.pdf to determine how the superseded data were derived.
 NH0002
 NH0002_MARKER: DB = BENCH MARK DISK
 NH0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0002_STAMPING: 852.374 A 3 1930
 NH0002_MARK LOGO: CGS
 NH0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0002+STABILITY: SURFACE MOTION
 NH0002
 NH0002  HISTORY     - Date     Condition        Report By
 NH0002  HISTORY     - 1930     MONUMENTED       CGS
 NH0002  HISTORY     - 1960     GOOD             CGS
 NH0002  HISTORY     - 1967     GOOD             PAS
 NH0002  HISTORY     - 20060722 MARK NOT FOUND   USPSQD
 NH0002
 NH0002                          STATION DESCRIPTION
 NH0002
 NH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0002'AT SPRINGFIELD.
 NH0002'AT SPRINGFIELD, WALWORTH COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 NH0002'PAUL AND PACIFIC RAILROAD, ABOUT 100 YARDS WEST OF THE STATION
 NH0002'AT THE CROSSING OF A COUNTY HIGHWAY, 59 FEET WEST OF THE CENTERLINE
 NH0002'OF THE HIGHWAY, AND 22.4 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 NH0002'DISK, STAMPED 852.374 A 3 1930 AND SET IN THE TOP OF A CONCRETE
 NH0002'POST.  NOTE-- THE RAILROAD TRACK HAS BEEN RAISED AND THE MARK
 NH0002'HAS EITHER BEEN TAKEN OUT OR COVERED UP.  THE DESCRIBED POSITION
 NH0002'IS ON THE SITE OF A FORMER RAILROAD STATION AND IT IS POSSIBLE
 NH0002'THAT THE MARK WAS DESTROYED WHEN THE STATION WAS.
 NH0002
 NH0002                          STATION RECOVERY (1967)
 NH0002
 NH0002'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1967
 NH0002'RECOVERED IN GOOD CONDITION.
 NH0002
 NH0002                          STATION RECOVERY (2006)
 NH0002
 NH0002'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH0002'STATION NOT FOUND.  IF PRESENT, THE STATION IS AMONGST HEAVY BRUSH
 NH0002'COVER AND TREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0113 ***********************************************************************
 QM0113  DESIGNATION -  A 30
 QM0113  PID         -  QM0113
 QM0113  STATE/COUNTY-  WI/LANGLADE
 QM0113  COUNTRY     -  US
 QM0113  USGS QUAD   -  LANGLADE (2018)
 QM0113
 QM0113                         *CURRENT SURVEY CONTROL
 QM0113  ______________________________________________________________________
 QM0113* NAD 83(1986) POSITION- 45 08 32.     (N) 088 40 49.     (W)   SCALED
 QM0113* NAVD 88 ORTHO HEIGHT -   357.694 (meters)     1173.53  (feet) ADJUSTED
 QM0113  ______________________________________________________________________
 QM0113  GEOID HEIGHT    -        -35.570 (meters)                     GEOID18
 QM0113  DYNAMIC HEIGHT  -        357.651 (meters)     1173.39  (feet) COMP
 QM0113  MODELED GRAVITY -    980,485.9   (mgal)                       NAVD 88
 QM0113
 QM0113  VERT ORDER      -  SECOND    CLASS 0
 QM0113
 QM0113.The horizontal coordinates were scaled from a map and have
 QM0113.an estimated accuracy of +/- 6 seconds.
 QM0113
 QM0113.The orthometric height was determined by differential leveling and
 QM0113.adjusted by the NATIONAL GEODETIC SURVEY
 QM0113.in June 1991.
 QM0113
 QM0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0113.GEOID18 height accuracy estimate available here.
 QM0113
 QM0113.Click photographs - Photos may exist for this station.
 QM0113
 QM0113.The dynamic height is computed by dividing the NAVD 88
 QM0113.geopotential number by the normal gravity value computed on the
 QM0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0113.degrees latitude (g = 980.6199 gals.).
 QM0113
 QM0113.The modeled gravity was interpolated from observed gravity values.
 QM0113
 QM0113;                    North         East    Units  Estimated Accuracy
 QM0113;SPC WI C     -   146,290.      703,790.      MT  (+/- 180 meters Scaled)
 QM0113
 QM0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR678001(NAD 83)
 QM0113
 QM0113                          SUPERSEDED SURVEY CONTROL
 QM0113
 QM0113  NGVD 29 (??/??/92)  357.694  (m)         1173.53   (f) ADJ UNCH    2 0
 QM0113
 QM0113.Superseded values are not recommended for survey control.
 QM0113
 QM0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0113.See file dsdata.pdf to determine how the superseded data were derived.
 QM0113
 QM0113_MARKER: DB = BENCH MARK DISK
 QM0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0113_STAMPING: A 30 1934
 QM0113_MARK LOGO: CGS
 QM0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0113+STABILITY: SURFACE MOTION
 QM0113
 QM0113  HISTORY     - Date     Condition        Report By
 QM0113  HISTORY     - 1934     MONUMENTED       CGS
 QM0113  HISTORY     - 20050906 MARK NOT FOUND   WIDT
 QM0113
 QM0113                          STATION DESCRIPTION
 QM0113
 QM0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0113'4.2 MI S FROM LANGLADE.
 QM0113'4.2 MILES S. OF LANGLADE ALONG WISCONSIN HIGHWAYS 64 AND 55, 1.3
 QM0113'MILES N. OF JUNCTION.  MARK IS JUST INSIDE SCHOOL YARD FENCE,
 QM0113'7 YDS. W. OF CENTER LINE OF HIGHWAY, 6 YDS. N. OF GATE AND 21
 QM0113'YDS. S. OF CENTER LINE OF T-ROAD TO THE W.
 QM0113
 QM0113                          STATION RECOVERY (2005)
 QM0113
 QM0113'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0113'MARK NOT FOUND.  ADD--THE DESCRIBED DISTANCES PLACE THE MONUMENT IN
 QM0113'THE GRAVEL DRIVEWAY TO THE OLD SCHOOL HOUSE, NO EVIDENCE OF THE
 QM0113'MONUMENT WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0268 ***********************************************************************
 QM0268  DESIGNATION -  A 32
 QM0268  PID         -  QM0268
 QM0268  STATE/COUNTY-  WI/ONEIDA
 QM0268  COUNTRY     -  US
 QM0268  USGS QUAD   -  STARKS (2018)
 QM0268
 QM0268                         *CURRENT SURVEY CONTROL
 QM0268  ______________________________________________________________________
 QM0268* NAD 83(1986) POSITION- 45 43 32.     (N) 089 09 09.     (W)   SCALED
 QM0268* NAVD 88 ORTHO HEIGHT -   502.564 (meters)     1648.83  (feet) ADJUSTED
 QM0268  ______________________________________________________________________
 QM0268  GEOID HEIGHT    -        -32.466 (meters)                     GEOID18
 QM0268  DYNAMIC HEIGHT  -        502.531 (meters)     1648.72  (feet) COMP
 QM0268  MODELED GRAVITY -    980,534.1   (mgal)                       NAVD 88
 QM0268
 QM0268  VERT ORDER      -  SECOND    CLASS 0
 QM0268
 QM0268.The horizontal coordinates were scaled from a map and have
 QM0268.an estimated accuracy of +/- 6 seconds.
 QM0268
 QM0268.The orthometric height was determined by differential leveling and
 QM0268.adjusted by the NATIONAL GEODETIC SURVEY
 QM0268.in June 1991.
 QM0268
 QM0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0268.GEOID18 height accuracy estimate available here.
 QM0268
 QM0268.Click photographs - Photos may exist for this station.
 QM0268
 QM0268.The dynamic height is computed by dividing the NAVD 88
 QM0268.geopotential number by the normal gravity value computed on the
 QM0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0268.degrees latitude (g = 980.6199 gals.).
 QM0268
 QM0268.The modeled gravity was interpolated from observed gravity values.
 QM0268
 QM0268;                    North         East    Units  Estimated Accuracy
 QM0268;SPC WI N     -    62,470.      665,970.      MT  (+/- 180 meters Scaled)
 QM0268
 QM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR325658(NAD 83)
 QM0268
 QM0268                          SUPERSEDED SURVEY CONTROL
 QM0268
 QM0268  NGVD 29 (??/??/92)  502.544  (m)         1648.76   (f) ADJ UNCH    2 0
 QM0268
 QM0268.Superseded values are not recommended for survey control.
 QM0268
 QM0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0268.See file dsdata.pdf to determine how the superseded data were derived.
 QM0268
 QM0268_MARKER: DB = BENCH MARK DISK
 QM0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0268_STAMPING: A 32 1934
 QM0268_MARK LOGO: CGS
 QM0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0268+STABILITY: SURFACE MOTION
 QM0268
 QM0268  HISTORY     - Date     Condition        Report By
 QM0268  HISTORY     - 1934     MONUMENTED       CGS
 QM0268  HISTORY     - 1963     MARK NOT FOUND   USGS
 QM0268  HISTORY     - 20051003 MARK NOT FOUND   WIDT
 QM0268
 QM0268                          STATION DESCRIPTION
 QM0268
 QM0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0268'1.4 MI N FROM MILES JUNCTION.
 QM0268'ALONG THE CHICAGO AND NORTHWESTERN RR, 25 FEET EAST OF CENTER OF
 QM0268'TRACK, 10 FEET SOUTH OF COUNTY ROAD CROSSING, 3 IN ABOVE THE
 QM0268'GROUND.
 QM0268
 QM0268                          STATION RECOVERY (1963)
 QM0268
 QM0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QM0268'MARK NOT FOUND.
 QM0268
 QM0268                          STATION RECOVERY (2005)
 QM0268
 QM0268'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0268'MARK NOT RECOVERED. ADD-- THE PUBLISHED DISTANCES INTERSECT AT POINT,
 QM0268'BUT NO EVIDENCE OF THE STATION WAS RECOVERED.  NOTE THE TRACKS HAVE
 QM0268'BEEN REMOVED AND THE OLD RAIL BED IS NOW A SNOWMOBILE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0448 ***********************************************************************
 QM0448  DESIGNATION -  A 33
 QM0448  PID         -  QM0448
 QM0448  STATE/COUNTY-  WI/LINCOLN
 QM0448  COUNTRY     -  US
 QM0448  USGS QUAD   -  HEAFFORD JUNCTION (2018)
 QM0448
 QM0448                         *CURRENT SURVEY CONTROL
 QM0448  ______________________________________________________________________
 QM0448* NAD 83(1986) POSITION- 45 32 47.     (N) 089 42 56.     (W)   SCALED
 QM0448* NAVD 88 ORTHO HEIGHT -   454.306 (meters)     1490.50  (feet) ADJUSTED
 QM0448  ______________________________________________________________________
 QM0448  GEOID HEIGHT    -        -31.578 (meters)                     GEOID18
 QM0448  DYNAMIC HEIGHT  -        454.285 (meters)     1490.43  (feet) COMP
 QM0448  MODELED GRAVITY -    980,556.4   (mgal)                       NAVD 88
 QM0448
 QM0448  VERT ORDER      -  SECOND    CLASS 0
 QM0448
 QM0448.The horizontal coordinates were scaled from a map and have
 QM0448.an estimated accuracy of +/- 6 seconds.
 QM0448
 QM0448.The orthometric height was determined by differential leveling and
 QM0448.adjusted by the NATIONAL GEODETIC SURVEY
 QM0448.in June 1991.
 QM0448
 QM0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0448.GEOID18 height accuracy estimate available here.
 QM0448
 QM0448.Click photographs - Photos may exist for this station.
 QM0448
 QM0448.The dynamic height is computed by dividing the NAVD 88
 QM0448.geopotential number by the normal gravity value computed on the
 QM0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0448.degrees latitude (g = 980.6199 gals.).
 QM0448
 QM0448.The modeled gravity was interpolated from observed gravity values.
 QM0448
 QM0448;                    North         East    Units  Estimated Accuracy
 QM0448;SPC WI C     -   190,400.      622,210.      MT  (+/- 180 meters Scaled)
 QM0448
 QM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR880472(NAD 83)
 QM0448
 QM0448                          SUPERSEDED SURVEY CONTROL
 QM0448
 QM0448  NGVD 29 (??/??/92)  454.312  (m)         1490.52   (f) ADJ UNCH    2 0
 QM0448
 QM0448.Superseded values are not recommended for survey control.
 QM0448
 QM0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0448.See file dsdata.pdf to determine how the superseded data were derived.
 QM0448
 QM0448_MARKER: DB = BENCH MARK DISK
 QM0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0448_STAMPING: A 33 1934
 QM0448_MARK LOGO: CGS
 QM0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0448+STABILITY: SURFACE MOTION
 QM0448
 QM0448  HISTORY     - Date     Condition        Report By
 QM0448  HISTORY     - 1934     MONUMENTED       CGS
 QM0448  HISTORY     - 20050817 MARK NOT FOUND   WIDT
 QM0448
 QM0448                          STATION DESCRIPTION
 QM0448
 QM0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0448'AT HEAFFORD JUNCTION.
 QM0448'AT HEAFFORD JUNCTION, LINCOLN COUNTY, 50 FEET NORTHEAST OF THE
 QM0448'TICKET-OFFICE WINDOW AT THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QM0448'PACIFIC RAILROAD AND THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0448'MARIE RAILWAY STATION, AT THE INTERSECTION OF THE TWO RAILROADS,
 QM0448'45 FEET EAST OF THE C.M.ST.P. AND P. TRACK, 15 FEET NORTH
 QM0448'OF THE M.ST.P. AND S.ST.M. TRACK, AND 6 FEET WEST OF A POLE.  A
 QM0448'STANDARD DISK, STAMPED A 33 1934 AND SET IN THE TOP OF A CONCRETE
 QM0448'POST PROJECTING 3 INCHES ABOVE GROUND.
 QM0448
 QM0448                          STATION RECOVERY (2005)
 QM0448
 QM0448'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0448'NOT FOUND.  ADD MEASURED DISTANCES FROM THE RAILROAD TRACKS
 QM0448'INTERSECTION WITHOUT RECOVERING ANY EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0047 ***********************************************************************
 PO0047  DESIGNATION -  A 35
 PO0047  PID         -  PO0047
 PO0047  STATE/COUNTY-  WI/WOOD
 PO0047  COUNTRY     -  US
 PO0047  USGS QUAD   -  MARSHFIELD (2018)
 PO0047
 PO0047                         *CURRENT SURVEY CONTROL
 PO0047  ______________________________________________________________________
 PO0047* NAD 83(1986) POSITION- 44 39 41.     (N) 090 10 36.     (W)   SCALED
 PO0047* NAVD 88 ORTHO HEIGHT -   384.549 (meters)     1261.64  (feet) ADJUSTED
 PO0047  ______________________________________________________________________
 PO0047  GEOID HEIGHT    -        -34.017 (meters)                     GEOID18
 PO0047  DYNAMIC HEIGHT  -        384.483 (meters)     1261.42  (feet) COMP
 PO0047  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 PO0047
 PO0047  VERT ORDER      -  SECOND    CLASS 0
 PO0047
 PO0047.The horizontal coordinates were scaled from a map and have
 PO0047.an estimated accuracy of +/- 6 seconds.
 PO0047
 PO0047.The orthometric height was determined by differential leveling and
 PO0047.adjusted by the NATIONAL GEODETIC SURVEY
 PO0047.in June 1991.
 PO0047
 PO0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0047.GEOID18 height accuracy estimate available here.
 PO0047
 PO0047.Click photographs - Photos may exist for this station.
 PO0047
 PO0047.The dynamic height is computed by dividing the NAVD 88
 PO0047.geopotential number by the normal gravity value computed on the
 PO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0047.degrees latitude (g = 980.6199 gals.).
 PO0047
 PO0047.The modeled gravity was interpolated from observed gravity values.
 PO0047
 PO0047;                    North         East    Units  Estimated Accuracy
 PO0047;SPC WI C     -    92,030.      585,990.      MT  (+/- 180 meters Scaled)
 PO0047
 PO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK238492(NAD 83)
 PO0047
 PO0047                          SUPERSEDED SURVEY CONTROL
 PO0047
 PO0047  NGVD 29 (??/??/92)  384.560  (m)         1261.68   (f) ADJ UNCH    2 0
 PO0047
 PO0047.Superseded values are not recommended for survey control.
 PO0047
 PO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0047.See file dsdata.pdf to determine how the superseded data were derived.
 PO0047
 PO0047_MARKER: DB = BENCH MARK DISK
 PO0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0047_STAMPING: A 35 1934
 PO0047_MARK LOGO: CGS
 PO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0047+STABILITY: SURFACE MOTION
 PO0047
 PO0047  HISTORY     - Date     Condition        Report By
 PO0047  HISTORY     - 1934     MONUMENTED       CGS
 PO0047  HISTORY     - 1959     MARK NOT FOUND   LOCSUR
 PO0047  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PO0047
 PO0047                          STATION DESCRIPTION
 PO0047
 PO0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0047'AT MARSHFIELD.
 PO0047'AT MARSHFIELD, WOOD COUNTY, AT THE SOUTHWEST CORNER OF THE
 PO0047'SCHOOLYARD, 57 FEET EAST OF THE CENTER LINE OF CENTRAL AVENUE,
 PO0047'AND 23 FEET NORTH OF THE CENTER LINE OF SEVENTH STREET.  A
 PO0047'STANDARD DISK, STAMPED A 35 1934 AND SET IN THE TOP OF A CONCRETE
 PO0047'POST.
 PO0047
 PO0047                          STATION RECOVERY (1959)
 PO0047
 PO0047'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 PO0047'MARK NOT FOUND.
 PO0047
 PO0047                          STATION RECOVERY (2004)
 PO0047
 PO0047'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0047'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0588 ***********************************************************************
 PN0588  DESIGNATION -  A 36
 PN0588  PID         -  PN0588
 PN0588  STATE/COUNTY-  WI/MARATHON
 PN0588  COUNTRY     -  US
 PN0588  USGS QUAD   -  MARATHON (2018)
 PN0588
 PN0588                         *CURRENT SURVEY CONTROL
 PN0588  ______________________________________________________________________
 PN0588* NAD 83(1986) POSITION- 44 56 16.     (N) 089 46 31.     (W)   SCALED
 PN0588* NAVD 88 ORTHO HEIGHT -   363.722 (meters)     1193.31  (feet) ADJUSTED
 PN0588  ______________________________________________________________________
 PN0588  GEOID HEIGHT    -        -34.233 (meters)                     GEOID18
 PN0588  DYNAMIC HEIGHT  -        363.669 (meters)     1193.14  (feet) COMP
 PN0588  MODELED GRAVITY -    980,463.3   (mgal)                       NAVD 88
 PN0588
 PN0588  VERT ORDER      -  SECOND    CLASS 0
 PN0588
 PN0588.The horizontal coordinates were scaled from a map and have
 PN0588.an estimated accuracy of +/- 6 seconds.
 PN0588
 PN0588.The orthometric height was determined by differential leveling and
 PN0588.adjusted by the NATIONAL GEODETIC SURVEY
 PN0588.in June 1991.
 PN0588
 PN0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0588.GEOID18 height accuracy estimate available here.
 PN0588
 PN0588.Click photographs - Photos may exist for this station.
 PN0588
 PN0588.The dynamic height is computed by dividing the NAVD 88
 PN0588.geopotential number by the normal gravity value computed on the
 PN0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0588.degrees latitude (g = 980.6199 gals.).
 PN0588
 PN0588.The modeled gravity was interpolated from observed gravity values.
 PN0588
 PN0588;                    North         East    Units  Estimated Accuracy
 PN0588;SPC WI C     -   122,750.      617,740.      MT  (+/- 180 meters Scaled)
 PN0588
 PN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ810797(NAD 83)
 PN0588
 PN0588                          SUPERSEDED SURVEY CONTROL
 PN0588
 PN0588  NGVD 29 (??/??/92)  363.734  (m)         1193.35   (f) ADJ UNCH    2 0
 PN0588
 PN0588.Superseded values are not recommended for survey control.
 PN0588
 PN0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0588.See file dsdata.pdf to determine how the superseded data were derived.
 PN0588
 PN0588_MARKER: DB = BENCH MARK DISK
 PN0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0588_STAMPING: A 36 1934
 PN0588_MARK LOGO: CGS
 PN0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0588+STABILITY: SURFACE MOTION
 PN0588
 PN0588  HISTORY     - Date     Condition        Report By
 PN0588  HISTORY     - 1934     MONUMENTED       CGS
 PN0588  HISTORY     - 1982     MARK NOT FOUND   NGS
 PN0588  HISTORY     - 1985     GOOD             LOCSUR
 PN0588  HISTORY     - 1985     GOOD             LOCSUR
 PN0588  HISTORY     - 20061014 MARK NOT FOUND   USPSQD
 PN0588
 PN0588                          STATION DESCRIPTION
 PN0588
 PN0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0588'3.5 MI E FROM MARATHON CITY.
 PN0588'3.5 MILES EAST OF MARATHON CITY 17 FEET NORTH OF CENTER OF MAIN
 PN0588'TRACK OF C. AND N.W. RY. 3 FEET EAST OF TELEPHONE POLE 13 RAILS
 PN0588'EAST OF SIGN POST RIB RIVER 33 FEET EAST OF PRIVATE GRADE
 PN0588'CROSSING
 PN0588
 PN0588                          STATION RECOVERY (1982)
 PN0588
 PN0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PN0588'MARK NOT FOUND.
 PN0588
 PN0588                          STATION RECOVERY (1985)
 PN0588
 PN0588'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 PN0588'RECOVERED IN GOOD CONDITION.
 PN0588
 PN0588                          STATION RECOVERY (1985)
 PN0588
 PN0588'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 PN0588'RECOVERED IN GOOD CONDITION.
 PN0588
 PN0588                          STATION RECOVERY (2006)
 PN0588
 PN0588'RECOVERY NOTE BY US POWER SQUADRON 2006
 PN0588'RAILROAD HAS BEEN REMOVED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0410 ***********************************************************************
 PN0410  DESIGNATION -  A 38
 PN0410  PID         -  PN0410
 PN0410  STATE/COUNTY-  WI/WAUPACA
 PN0410  COUNTRY     -  US
 PN0410  USGS QUAD   -  SCANDINAVIA (2018)
 PN0410
 PN0410                         *CURRENT SURVEY CONTROL
 PN0410  ______________________________________________________________________
 PN0410* NAD 83(1986) POSITION- 44 28 19.     (N) 089 08 56.     (W)   SCALED
 PN0410* NAVD 88 ORTHO HEIGHT -   284.300 (meters)      932.74  (feet) ADJUSTED
 PN0410  ______________________________________________________________________
 PN0410  GEOID HEIGHT    -        -36.289 (meters)                     GEOID18
 PN0410  DYNAMIC HEIGHT  -        284.251 (meters)      932.58  (feet) COMP
 PN0410  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 PN0410
 PN0410  VERT ORDER      -  SECOND    CLASS 0
 PN0410
 PN0410.The horizontal coordinates were scaled from a map and have
 PN0410.an estimated accuracy of +/- 6 seconds.
 PN0410
 PN0410.The orthometric height was determined by differential leveling and
 PN0410.adjusted by the NATIONAL GEODETIC SURVEY
 PN0410.in June 1991.
 PN0410
 PN0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0410.GEOID18 height accuracy estimate available here.
 PN0410
 PN0410.Click photographs - Photos may exist for this station.
 PN0410
 PN0410.The dynamic height is computed by dividing the NAVD 88
 PN0410.geopotential number by the normal gravity value computed on the
 PN0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0410.degrees latitude (g = 980.6199 gals.).
 PN0410
 PN0410.The modeled gravity was interpolated from observed gravity values.
 PN0410
 PN0410;                    North         East    Units  Estimated Accuracy
 PN0410;SPC WI C     -    71,320.      667,720.      MT  (+/- 180 meters Scaled)
 PN0410
 PN0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ290265(NAD 83)
 PN0410
 PN0410                          SUPERSEDED SURVEY CONTROL
 PN0410
 PN0410  NGVD 29 (??/??/92)  284.313  (m)          932.78   (f) ADJ UNCH    2 0
 PN0410
 PN0410.Superseded values are not recommended for survey control.
 PN0410
 PN0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0410.See file dsdata.pdf to determine how the superseded data were derived.
 PN0410
 PN0410_MARKER: DB = BENCH MARK DISK
 PN0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0410_STAMPING: A 38 1934
 PN0410_MARK LOGO: CGS
 PN0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0410+STABILITY: SURFACE MOTION
 PN0410
 PN0410  HISTORY     - Date     Condition        Report By
 PN0410  HISTORY     - 1934     MONUMENTED       CGS
 PN0410
 PN0410                          STATION DESCRIPTION
 PN0410
 PN0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0410'1.1 MI N FROM SCANDINAVIA.
 PN0410'29 FT. EAST OF THE G.B. AND W. R.R. SPUR TRACK TO IOLA, WIS.
 PN0410'7 FT. NORTH OF CENTERLINE OF A FARM CROSSING, 1 FT. WEST OF FENCE
 PN0410'LINE.  ABOUT 500 FT. EAST OF A LARGE WHITE BARN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0466 ***********************************************************************
 PN0466  DESIGNATION -  A 39
 PN0466  PID         -  PN0466
 PN0466  STATE/COUNTY-  WI/WOOD
 PN0466  COUNTRY     -  US
 PN0466  USGS QUAD   -  WISCONSIN RAPIDS NORTH (2018)
 PN0466
 PN0466                         *CURRENT SURVEY CONTROL
 PN0466  ______________________________________________________________________
 PN0466* NAD 83(1986) POSITION- 44 29 47.13   (N) 089 48 09.97   (W)   HD_HELD1
 PN0466* NAVD 88 ORTHO HEIGHT -   346.877 (meters)     1138.05  (feet) ADJUSTED
 PN0466  ______________________________________________________________________
 PN0466  GEOID HEIGHT    -        -35.285 (meters)                     GEOID18
 PN0466  DYNAMIC HEIGHT  -        346.814 (meters)     1137.84  (feet) COMP
 PN0466  MODELED GRAVITY -    980,427.1   (mgal)                       NAVD 88
 PN0466
 PN0466  VERT ORDER      -  SECOND    CLASS 0
 PN0466
 PN0466.The horizontal coordinates were determined by differentially corrected
 PN0466.hand held GPS observations or other comparable positioning techniques
 PN0466.and have an estimated accuracy of +/- 3 meters.
 PN0466
 PN0466.The orthometric height was determined by differential leveling and
 PN0466.adjusted by the NATIONAL GEODETIC SURVEY
 PN0466.in June 1991.
 PN0466
 PN0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0466.GEOID18 height accuracy estimate available here.
 PN0466
 PN0466.Click photographs - Photos may exist for this station.
 PN0466
 PN0466.The dynamic height is computed by dividing the NAVD 88
 PN0466.geopotential number by the normal gravity value computed on the
 PN0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0466.degrees latitude (g = 980.6199 gals.).
 PN0466
 PN0466.The modeled gravity was interpolated from observed gravity values.
 PN0466
 PN0466;                    North         East    Units  Estimated Accuracy
 PN0466;SPC WI C     -    73,700.5     615,686.0     MT  (+/- 3 meters HH1 GPS) 
 PN0466
 PN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7717030833(NAD 83)
 PN0466
 PN0466                          SUPERSEDED SURVEY CONTROL
 PN0466
 PN0466  NGVD 29 (??/??/92)  346.889  (m)         1138.09   (f) ADJ UNCH    2 0
 PN0466
 PN0466.Superseded values are not recommended for survey control.
 PN0466
 PN0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0466.See file dsdata.pdf to determine how the superseded data were derived.
 PN0466
 PN0466_MARKER: DB = BENCH MARK DISK
 PN0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0466_STAMPING: A 39 1934
 PN0466_MARK LOGO: CGS
 PN0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0466+STABILITY: SURFACE MOTION
 PN0466
 PN0466  HISTORY     - Date     Condition        Report By
 PN0466  HISTORY     - 1934     MONUMENTED       CGS
 PN0466  HISTORY     - 1945     GOOD             CGS
 PN0466  HISTORY     - 20031023 MARK NOT FOUND   WIDT
 PN0466
 PN0466                          STATION DESCRIPTION
 PN0466
 PN0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 PN0466'AT RUDOLPH.
 PN0466'AT RUDOLPH, WOOD COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PN0466'PACIFIC RAILROAD, 27 FEET NORTH OF THE STATION, 15 FEET EAST OF
 PN0466'THE CENTERLINE OF THE MAIN TRACK, AND 3 FEET WEST OF A TELEPHONE
 PN0466'POLE.  A STANDARD DISK, STAMPED A 39 1934 AND SET IN THE TOP OF
 PN0466'A CONCRETE POST.  NOTE-- COVERED BY 6 INCHES OF DIRT.
 PN0466
 PN0466                          STATION RECOVERY (2003)
 PN0466
 PN0466'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0466'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0119 ***********************************************************************
 OL0119  DESIGNATION -  A 4
 OL0119  PID         -  OL0119
 OL0119  STATE/COUNTY-  WI/MILWAUKEE
 OL0119  COUNTRY     -  US
 OL0119  USGS QUAD   -  THIENSVILLE (2018)
 OL0119
 OL0119                         *CURRENT SURVEY CONTROL
 OL0119  ______________________________________________________________________
 OL0119* NAD 83(1986) POSITION- 43 09 46.7    (N) 087 59 51.3    (W)   HD_HELD2
 OL0119* NAVD 88 ORTHO HEIGHT -   222.345 (meters)      729.48  (feet) ADJUSTED
 OL0119  ______________________________________________________________________
 OL0119  GEOID HEIGHT    -        -35.095 (meters)                     GEOID18
 OL0119  DYNAMIC HEIGHT  -        222.289 (meters)      729.29  (feet) COMP
 OL0119  MODELED GRAVITY -    980,364.5   (mgal)                       NAVD 88
 OL0119
 OL0119  VERT ORDER      -  FIRST     CLASS II
 OL0119
 OL0119.The horizontal coordinates were established by autonomous hand held GPS
 OL0119.observations and have an estimated accuracy of +/- 10 meters.
 OL0119
 OL0119.The orthometric height was determined by differential leveling and
 OL0119.adjusted by the NATIONAL GEODETIC SURVEY
 OL0119.in June 1991.
 OL0119
 OL0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0119.GEOID18 height accuracy estimate available here.
 OL0119
 OL0119.Click photographs - Photos may exist for this station.
 OL0119
 OL0119.The dynamic height is computed by dividing the NAVD 88
 OL0119.geopotential number by the normal gravity value computed on the
 OL0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0119.degrees latitude (g = 980.6199 gals.).
 OL0119
 OL0119.The modeled gravity was interpolated from observed gravity values.
 OL0119
 OL0119;                    North         East    Units  Estimated Accuracy
 OL0119;SPC WI S     -   131,150.      762,822.      MT  (+/- 10 meters HH2 GPS)
 OL0119
 OL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1890379395(NAD 83)
 OL0119
 OL0119                          SUPERSEDED SURVEY CONTROL
 OL0119
 OL0119  NGVD 29 (??/??/92)  222.425  (m)          729.74   (f) ADJ UNCH    1 2
 OL0119
 OL0119.Superseded values are not recommended for survey control.
 OL0119
 OL0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0119.See file dsdata.pdf to determine how the superseded data were derived.
 OL0119
 OL0119_MARKER: DB = BENCH MARK DISK
 OL0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0119_STAMPING: 729.739 A 4 1930
 OL0119_MARK LOGO: CGS
 OL0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0119+STABILITY: SURFACE MOTION
 OL0119
 OL0119  HISTORY     - Date     Condition        Report By
 OL0119  HISTORY     - 1930     MONUMENTED       CGS
 OL0119  HISTORY     - 1972     GOOD             NGS
 OL0119  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 OL0119  HISTORY     - 20010817 MARK NOT FOUND   USPSQD
 OL0119
 OL0119                          STATION DESCRIPTION
 OL0119
 OL0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0119'2.1 MI SE FROM GRANVILLE.
 OL0119'2.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0119'FROM GRANVILLE, MILWAUKEE COUNTY, ABOUT 1 MILE SOUTH OF THE
 OL0119'INTERSECTION OF STATE HIGHWAY 74 AND A COUNTY ROAD 96 FEET SOUTH
 OL0119'OF AN EAST-AND-WEST GRAVEL-AND-DIRT ROAD, AND 35 FEET WEST OF THE
 OL0119'WEST RAIL.  A STANDARD DISK, STAMPED 729.739 A 4 1930 AND SET IN
 OL0119'THE TOP OF A CONCRETE POST.
 OL0119
 OL0119                          STATION RECOVERY (1991)
 OL0119
 OL0119'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 OL0119'MARK NOT FOUND.
 OL0119
 OL0119                          STATION RECOVERY (2001)
 OL0119
 OL0119'RECOVERY NOTE BY US POWER SQUADRON 2001
 OL0119'LOCATION NOTED HAS BEEN LANDSCAPED INTO A DRAINAGE SWALE ADJACENT TO A
 OL0119'FACTORY BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0154 ***********************************************************************
 RM0154  DESIGNATION -  A 40
 RM0154  PID         -  RM0154
 RM0154  STATE/COUNTY-  WI/ASHLAND
 RM0154  COUNTRY     -  US
 RM0154  USGS QUAD   -  PEEKSVILLE (2018)
 RM0154
 RM0154                         *CURRENT SURVEY CONTROL
 RM0154  ______________________________________________________________________
 RM0154* NAD 83(1986) POSITION- 46 05 55.04   (N) 090 32 24.46   (W)   HD_HELD1
 RM0154* NAVD 88 ORTHO HEIGHT -   469.879 (meters)     1541.59  (feet) ADJUSTED
 RM0154  ______________________________________________________________________
 RM0154  GEOID HEIGHT    -        -30.519 (meters)                     GEOID18
 RM0154  DYNAMIC HEIGHT  -        469.869 (meters)     1541.56  (feet) COMP
 RM0154  MODELED GRAVITY -    980,578.0   (mgal)                       NAVD 88
 RM0154
 RM0154  VERT ORDER      -  SECOND    CLASS 0
 RM0154
 RM0154.The horizontal coordinates were determined by differentially corrected
 RM0154.hand held GPS observations or other comparable positioning techniques
 RM0154.and have an estimated accuracy of +/- 3 meters.
 RM0154
 RM0154.The orthometric height was determined by differential leveling and
 RM0154.adjusted by the NATIONAL GEODETIC SURVEY
 RM0154.in June 1991.
 RM0154
 RM0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0154.GEOID18 height accuracy estimate available here.
 RM0154
 RM0154.Click photographs - Photos may exist for this station.
 RM0154
 RM0154.The dynamic height is computed by dividing the NAVD 88
 RM0154.geopotential number by the normal gravity value computed on the
 RM0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0154.degrees latitude (g = 980.6199 gals.).
 RM0154
 RM0154.The modeled gravity was interpolated from observed gravity values.
 RM0154
 RM0154;                    North         East    Units  Estimated Accuracy
 RM0154;SPC WI N     -   103,723.4     558,236.9     MT  (+/- 3 meters HH1 GPS) 
 RM0154
 RM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9013207946(NAD 83)
 RM0154
 RM0154                          SUPERSEDED SURVEY CONTROL
 RM0154
 RM0154  NGVD 29 (??/??/92)  469.870  (m)         1541.57   (f) ADJ UNCH    2 0
 RM0154
 RM0154.Superseded values are not recommended for survey control.
 RM0154
 RM0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0154.See file dsdata.pdf to determine how the superseded data were derived.
 RM0154
 RM0154_MARKER: DB = BENCH MARK DISK
 RM0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0154_STAMPING: A 40 1934
 RM0154_MARK LOGO: CGS
 RM0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0154+STABILITY: SURFACE MOTION
 RM0154
 RM0154  HISTORY     - Date     Condition        Report By
 RM0154  HISTORY     - 1934     MONUMENTED       CGS
 RM0154  HISTORY     - 1967     MARK NOT FOUND   USGS
 RM0154  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0154
 RM0154                          STATION DESCRIPTION
 RM0154
 RM0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0154'3.2 MI S FROM GLIDDEN.
 RM0154'3.2 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0154'MARIE RAILWAY FROM GLIDDEN, ASHLAND COUNTY, AT THE STATION AT
 RM0154'PEEKSVILLE, AT MILEAGE 388.6, AT A ROAD CROSSING, 48 FEET NORTH
 RM0154'OF THE ROAD, 36 FEET EAST OF THE TRACK, AND 5 FEET WEST OF A
 RM0154'POINT 2 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD
 RM0154'DISK, STAMPED A 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0154
 RM0154                          STATION RECOVERY (1967)
 RM0154
 RM0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RM0154'MARK NOT FOUND.
 RM0154
 RM0154                          STATION RECOVERY (2004)
 RM0154
 RM0154'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0042 ***********************************************************************
 QN0042  DESIGNATION -  A 41
 QN0042  PID         -  QN0042
 QN0042  STATE/COUNTY-  WI/PRICE
 QN0042  COUNTRY     -  US
 QN0042  USGS QUAD   -  PARK FALLS (2018)
 QN0042
 QN0042                         *CURRENT SURVEY CONTROL
 QN0042  ______________________________________________________________________
 QN0042* NAD 83(1986) POSITION- 45 55 30.     (N) 090 29 18.     (W)   SCALED
 QN0042* NAVD 88 ORTHO HEIGHT -   446.625 (meters)     1465.30  (feet) ADJUSTED
 QN0042  ______________________________________________________________________
 QN0042  GEOID HEIGHT    -        -30.505 (meters)                     GEOID18
 QN0042  DYNAMIC HEIGHT  -        446.615 (meters)     1465.27  (feet) COMP
 QN0042  MODELED GRAVITY -    980,578.0   (mgal)                       NAVD 88
 QN0042
 QN0042  VERT ORDER      -  SECOND    CLASS 0
 QN0042
 QN0042.The horizontal coordinates were scaled from a map and have
 QN0042.an estimated accuracy of +/- 6 seconds.
 QN0042
 QN0042.The orthometric height was determined by differential leveling and
 QN0042.adjusted by the NATIONAL GEODETIC SURVEY
 QN0042.in June 1991.
 QN0042
 QN0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0042.GEOID18 height accuracy estimate available here.
 QN0042
 QN0042.Click photographs - Photos may exist for this station.
 QN0042
 QN0042.The dynamic height is computed by dividing the NAVD 88
 QN0042.geopotential number by the normal gravity value computed on the
 QN0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0042.degrees latitude (g = 980.6199 gals.).
 QN0042
 QN0042.The modeled gravity was interpolated from observed gravity values.
 QN0042
 QN0042;                    North         East    Units  Estimated Accuracy
 QN0042;SPC WI N     -    84,400.      562,120.      MT  (+/- 180 meters Scaled)
 QN0042
 QN0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL947887(NAD 83)
 QN0042
 QN0042                          SUPERSEDED SURVEY CONTROL
 QN0042
 QN0042  NGVD 29 (??/??/92)  446.620  (m)         1465.29   (f) ADJ UNCH    2 0
 QN0042
 QN0042.Superseded values are not recommended for survey control.
 QN0042
 QN0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0042.See file dsdata.pdf to determine how the superseded data were derived.
 QN0042
 QN0042_MARKER: DB = BENCH MARK DISK
 QN0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0042_STAMPING: A 41 1934
 QN0042_MARK LOGO: CGS
 QN0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0042+STABILITY: SURFACE MOTION
 QN0042
 QN0042  HISTORY     - Date     Condition        Report By
 QN0042  HISTORY     - 1934     MONUMENTED       CGS
 QN0042  HISTORY     - 20040818 MARK NOT FOUND   WIDT
 QN0042
 QN0042                          STATION DESCRIPTION
 QN0042
 QN0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0042'1.8 MI W FROM PARK FALLS.
 QN0042'ABOUT 1.8 MILES WEST ALONG CHICAGO, ST. PAUL, MINNEAPOLIS AND
 QN0042'OMAHA RAILWAY FROM PARK FALLS, PRICE COUNTY, AT MILEPOST 73,
 QN0042'ABOUT 7 RAILS WEST OF A ROAD CROSSING, AT ANOTHER ROAD CROSSING,
 QN0042'9 1/2 FEET EAST OF THE ROAD, 34 FEET NORTH OF THE TRACK, AND 2
 QN0042'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 QN0042'A 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0042
 QN0042                          STATION RECOVERY (2004)
 QN0042
 QN0042'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0042'AREA LOOKS LIKE IT HAD BEEN CLEARED OUT WITHIN THE LAST 10 YEARS.  NEW
 QN0042'GROWTH IN AREA ONLY APPROXIMATELY 10 YEARS OLD.  COULD TELL WHERE ROAD
 QN0042'CROSSING HAD ONCE BEEN.  FENCE WAS TAKEN DOWN ON BOTH SIDE OF CLEARING
 QN0042'BUT WAS PILED UP OFF TO THE SIDE OF CLEARING. DISTANCES FROM
 QN0042'DESCRIPTION SHOW THAT THE STATION IS PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0188 ***********************************************************************
 QN0188  DESIGNATION -  A 42
 QN0188  PID         -  QN0188
 QN0188  STATE/COUNTY-  WI/SAWYER
 QN0188  COUNTRY     -  US
 QN0188  USGS QUAD   -  COUDERAY (2018)
 QN0188
 QN0188                         *CURRENT SURVEY CONTROL
 QN0188  ______________________________________________________________________
 QN0188* NAD 83(1986) POSITION- 45 47 25.     (N) 091 17 13.     (W)   SCALED
 QN0188* NAVD 88 ORTHO HEIGHT -   379.751 (meters)     1245.90  (feet) ADJUSTED
 QN0188  ______________________________________________________________________
 QN0188  GEOID HEIGHT    -        -29.913 (meters)                     GEOID18
 QN0188  DYNAMIC HEIGHT  -        379.734 (meters)     1245.84  (feet) COMP
 QN0188  MODELED GRAVITY -    980,559.3   (mgal)                       NAVD 88
 QN0188
 QN0188  VERT ORDER      -  FIRST     CLASS II
 QN0188
 QN0188.The horizontal coordinates were scaled from a map and have
 QN0188.an estimated accuracy of +/- 6 seconds.
 QN0188
 QN0188.The orthometric height was determined by differential leveling and
 QN0188.adjusted by the NATIONAL GEODETIC SURVEY
 QN0188.in June 1991.
 QN0188
 QN0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0188.GEOID18 height accuracy estimate available here.
 QN0188
 QN0188.Click photographs - Photos may exist for this station.
 QN0188
 QN0188.The dynamic height is computed by dividing the NAVD 88
 QN0188.geopotential number by the normal gravity value computed on the
 QN0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0188.degrees latitude (g = 980.6199 gals.).
 QN0188
 QN0188.The modeled gravity was interpolated from observed gravity values.
 QN0188
 QN0188;                    North         East    Units  Estimated Accuracy
 QN0188;SPC WI N     -    70,120.      499,940.      MT  (+/- 180 meters Scaled)
 QN0188
 QN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL331721(NAD 83)
 QN0188
 QN0188                          SUPERSEDED SURVEY CONTROL
 QN0188
 QN0188  NGVD 29 (??/??/92)  379.776  (m)         1245.98   (f) ADJ UNCH    1 2
 QN0188
 QN0188.Superseded values are not recommended for survey control.
 QN0188
 QN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0188.See file dsdata.pdf to determine how the superseded data were derived.
 QN0188
 QN0188_MARKER: DB = BENCH MARK DISK
 QN0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0188_STAMPING: A 42 1934
 QN0188_MARK LOGO: CGS
 QN0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0188+STABILITY: SURFACE MOTION
 QN0188
 QN0188  HISTORY     - Date     Condition        Report By
 QN0188  HISTORY     - 1934     MONUMENTED       CGS
 QN0188  HISTORY     - 1979     GOOD             NGS
 QN0188  HISTORY     - 20041011 MARK NOT FOUND   WIDT
 QN0188
 QN0188                          STATION DESCRIPTION
 QN0188
 QN0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0188'1.1 MI E FROM COUDERAY.
 QN0188'ABOUT 1.1 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 QN0188'AND OMAHA RAILWAY FROM COUDERAY, SAWYER COUNTY, ABOUT 25 1/2 POLES
 QN0188'EAST OF MILEPOST 30, AT A PRIVATE-ROAD CROSSING, 20 FEET SOUTH
 QN0188'OF THE ROAD, 42 FEET WEST OF THE TRACK, AND 2 FEET EAST OF THE
 QN0188'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 42 1934 AND SET IN
 QN0188'THE TOP OF A CONCRETE POST.
 QN0188
 QN0188                          STATION RECOVERY (1979)
 QN0188
 QN0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QN0188'ADD-1.15 MILES EAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0188'COUDERAY, NOTE-RAILROAD HAS BEEN DESTROYED, BUT RAILROAD BED REMAINS
 QN0188'AS A SNOWMOBILE TRAIL.
 QN0188
 QN0188                          STATION RECOVERY (2004)
 QN0188
 QN0188'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0266 ***********************************************************************
 RM0266  DESIGNATION -  A 43
 RM0266  PID         -  RM0266
 RM0266  STATE/COUNTY-  WI/BAYFIELD
 RM0266  COUNTRY     -  US
 RM0266  USGS QUAD   -  CABLE (2019)
 RM0266
 RM0266                         *CURRENT SURVEY CONTROL
 RM0266  ______________________________________________________________________
 RM0266* NAD 83(1986) POSITION- 46 11 32.     (N) 091 18 19.     (W)   SCALED
 RM0266* NAVD 88 ORTHO HEIGHT -   406.838 (meters)     1334.77  (feet) ADJUSTED
 RM0266  ______________________________________________________________________
 RM0266  GEOID HEIGHT    -        -28.812 (meters)                     GEOID18
 RM0266  DYNAMIC HEIGHT  -        406.849 (meters)     1334.80  (feet) COMP
 RM0266  MODELED GRAVITY -    980,628.4   (mgal)                       NAVD 88
 RM0266
 RM0266  VERT ORDER      -  SECOND    CLASS 0
 RM0266
 RM0266.The horizontal coordinates were scaled from a map and have
 RM0266.an estimated accuracy of +/- 6 seconds.
 RM0266
 RM0266.The orthometric height was determined by differential leveling and
 RM0266.adjusted by the NATIONAL GEODETIC SURVEY
 RM0266.in June 1991.
 RM0266
 RM0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0266.GEOID18 height accuracy estimate available here.
 RM0266
 RM0266.Click photographs - Photos may exist for this station.
 RM0266
 RM0266.The dynamic height is computed by dividing the NAVD 88
 RM0266.geopotential number by the normal gravity value computed on the
 RM0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0266.degrees latitude (g = 980.6199 gals.).
 RM0266
 RM0266.The modeled gravity was interpolated from observed gravity values.
 RM0266
 RM0266;                    North         East    Units  Estimated Accuracy
 RM0266;SPC WI N     -   114,810.      499,250.      MT  (+/- 180 meters Scaled)
 RM0266
 RM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM307168(NAD 83)
 RM0266
 RM0266                          SUPERSEDED SURVEY CONTROL
 RM0266
 RM0266  NGVD 29 (??/??/92)  406.852  (m)         1334.81   (f) ADJ UNCH    2 0
 RM0266
 RM0266.Superseded values are not recommended for survey control.
 RM0266
 RM0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0266.See file dsdata.pdf to determine how the superseded data were derived.
 RM0266
 RM0266_MARKER: DB = BENCH MARK DISK
 RM0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0266_STAMPING: A 43 1934
 RM0266_MARK LOGO: CGS
 RM0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0266+STABILITY: SURFACE MOTION
 RM0266
 RM0266  HISTORY     - Date     Condition        Report By
 RM0266  HISTORY     - 1934     MONUMENTED       CGS
 RM0266  HISTORY     - 1970     GOOD             NGS
 RM0266  HISTORY     - 19910514 MARK NOT FOUND   USPSQD
 RM0266  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 RM0266
 RM0266                          STATION DESCRIPTION
 RM0266
 RM0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RM0266'1.8 MI SE FROM CABLE.
 RM0266'CABLE, ABOUT 1.0 MI S AND 0.75 MI E OF, 1.2 MI SW OF CABLE, ALONG
 RM0266'CHICAGO AND NORTHWESTERN RR, ABOUT 20 POLES NE OF MILE POST
 RM0266'11S, AT A TIMBER ROAD X-ING RR, 13 FEET SW ALONG RR CENTERLINE,
 RM0266'AND 47 FT SE (NORMAL) AND ABOUT LEVEL WITH ROAD X-ING, ON
 RM0266'TOP OF A CONCRETE POST, A STANDARD TABLET STAMPED A 43 1934
 RM0266'PROJECTING ABOUT 1.0 FT ABOVE GROUND 0.5 FT NW OF A METAL WITNESS
 RM0266'POST.
 RM0266
 RM0266                          STATION RECOVERY (1991)
 RM0266
 RM0266'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0266'MARK NOT FOUND.
 RM0266
 RM0266                          STATION RECOVERY (2004)
 RM0266
 RM0266'RECOVERY NOTE BY US POWER SQUADRON 2004
 RM0266'MARK NOT FOUND. USPS JRD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0338 ***********************************************************************
 QM0338  DESIGNATION -  A 45 RESET
 QM0338  PID         -  QM0338
 QM0338  STATE/COUNTY-  WI/LINCOLN
 QM0338  COUNTRY     -  US
 QM0338  USGS QUAD   -  DOERING (2018)
 QM0338
 QM0338                         *CURRENT SURVEY CONTROL
 QM0338  ______________________________________________________________________
 QM0338* NAD 83(1986) POSITION- 45 08 53.     (N) 089 25 49.     (W)   SCALED
 QM0338* NAVD 88 ORTHO HEIGHT -   451.47  (+/-2cm)     1481.2   (feet) VERTCON3
 QM0338  ______________________________________________________________________
 QM0338  GEOID HEIGHT    -        -34.052 (meters)                     GEOID18
 QM0338  VERT ORDER      -  THIRD (See Below)
 QM0338
 QM0338.The horizontal coordinates were scaled from a map and have
 QM0338.an estimated accuracy of +/- 6 seconds.
 QM0338
 QM0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0338
 QM0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0338.GEOID18 height accuracy estimate available here.
 QM0338
 QM0338.The vertical order pertains to the NGVD 29 superseded value.
 QM0338
 QM0338.Click photographs - Photos may exist for this station.
 QM0338
 QM0338;                    North         East    Units  Estimated Accuracy
 QM0338;SPC WI C     -   146,250.      644,800.      MT  (+/- 180 meters Scaled)
 QM0338
 QM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR089022(NAD 83)
 QM0338
 QM0338                          SUPERSEDED SURVEY CONTROL
 QM0338
 QM0338  NGVD 29 (07/09/15)  451.47   (m)         1481.2    (f) RESET       3  
 QM0338
 QM0338.Superseded values are not recommended for survey control.
 QM0338
 QM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0338.See file dsdata.pdf to determine how the superseded data were derived.
 QM0338
 QM0338_MARKER: DB = BENCH MARK DISK
 QM0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0338_STAMPING: A 45 RESET 1951
 QM0338_MARK LOGO: CGS
 QM0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0338+STABILITY: SURFACE MOTION
 QM0338
 QM0338  HISTORY     - Date     Condition        Report By
 QM0338  HISTORY     - 1951     MONUMENTED       WIHD
 QM0338
 QM0338                          STATION DESCRIPTION
 QM0338
 QM0338'DESCRIBED BY WI HIGHWAY DEPT 1951
 QM0338'13.7 MI W FROM ANTIGO.
 QM0338'IN LINCOLN COUNTY, 13.7 MILES WEST ALONG STATE HIGHWAY 64 FROM
 QM0338'THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT ANTIGO, LANGLADE
 QM0338'COUNTY, 1.8 MILES EAST OF THE JUNCTION OF LINCOLN COUNTY HIGHWAY
 QM0338'P, 1/4 MILE WEST OF THE LANGLADE-LINCOLN COUNTY LINE, AT THE
 QM0338'FIRST GROUP OF FARM BUILDINGS SOUTH OF THE HIGHWAY WEST OF THE
 QM0338'COUNTY LINE, 26 YARDS WEST OF THE CENTER LINE OF A FARM ENTRANCE
 QM0338'DRIVE, AND 18 YARDS SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 QM0338'A STANDARD DISK, STAMPED A 45 RESET 1951 AND SET IN THE TOP OF A
 QM0338'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0288 ***********************************************************************
 QN0288  DESIGNATION -  A 46
 QN0288  PID         -  QN0288
 QN0288  STATE/COUNTY-  WI/BARRON
 QN0288  COUNTRY     -  US
 QN0288  USGS QUAD   -  SHELL LAKE (2018)
 QN0288
 QN0288                         *CURRENT SURVEY CONTROL
 QN0288  ______________________________________________________________________
 QN0288* NAD 83(1986) POSITION- 45 38 11.45   (N) 091 59 31.61   (W)   HD_HELD1
 QN0288* NAVD 88 ORTHO HEIGHT -   418.213 (meters)     1372.09  (feet) ADJUSTED
 QN0288  ______________________________________________________________________
 QN0288  GEOID HEIGHT    -        -29.472 (meters)                     GEOID18
 QN0288  DYNAMIC HEIGHT  -        418.178 (meters)     1371.97  (feet) COMP
 QN0288  MODELED GRAVITY -    980,519.4   (mgal)                       NAVD 88
 QN0288
 QN0288  VERT ORDER      -  SECOND    CLASS 0
 QN0288
 QN0288.The horizontal coordinates were determined by differentially corrected
 QN0288.hand held GPS observations or other comparable positioning techniques
 QN0288.and have an estimated accuracy of +/- 3 meters.
 QN0288
 QN0288.The orthometric height was determined by differential leveling and
 QN0288.adjusted by the NATIONAL GEODETIC SURVEY
 QN0288.in June 1991.
 QN0288
 QN0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0288.GEOID18 height accuracy estimate available here.
 QN0288
 QN0288.Click photographs - Photos may exist for this station.
 QN0288
 QN0288.The dynamic height is computed by dividing the NAVD 88
 QN0288.geopotential number by the normal gravity value computed on the
 QN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0288.degrees latitude (g = 980.6199 gals.).
 QN0288
 QN0288.The modeled gravity was interpolated from observed gravity values.
 QN0288
 QN0288;                    North         East    Units  Estimated Accuracy
 QN0288;SPC WI C     -   202,283.4     444,688.0     MT  (+/- 3 meters HH1 GPS) 
 QN0288
 QN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7855254156(NAD 83)
 QN0288
 QN0288                          SUPERSEDED SURVEY CONTROL
 QN0288
 QN0288  NGVD 29 (??/??/92)  418.154  (m)         1371.89   (f) ADJ UNCH    2 0
 QN0288
 QN0288.Superseded values are not recommended for survey control.
 QN0288
 QN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0288.See file dsdata.pdf to determine how the superseded data were derived.
 QN0288
 QN0288_MARKER: DB = BENCH MARK DISK
 QN0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0288_STAMPING: A 46 1934
 QN0288_MARK LOGO: CGS
 QN0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0288+STABILITY: SURFACE MOTION
 QN0288
 QN0288  HISTORY     - Date     Condition        Report By
 QN0288  HISTORY     - 1934     MONUMENTED       CGS
 QN0288  HISTORY     - 1938     GOOD             CGS
 QN0288  HISTORY     - 1979     MARK NOT FOUND   USGS
 QN0288  HISTORY     - 20041116 MARK NOT FOUND   WIDT
 QN0288
 QN0288                          STATION DESCRIPTION
 QN0288
 QN0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0288'AT BARRONETT.
 QN0288'AT BARRONETT, BARRON COUNTY, ON THE CHICAGO, ST. PAUL,
 QN0288'MINNEAPOLIS AND OMAHA RAILWAY, ABOUT 90 FEET WEST OF THE STATION,
 QN0288'ABOUT 14 POLES NORTH OF MILEPOST 62, ABOUT 164 FEET SOUTH OF
 QN0288'THE CROSSING OF U.S. HIGHWAY 63, AND ABOUT 14 FEET WEST OF THE
 QN0288'WEST SIDETRACK.  A STANDARD DISK, STAMPED A 46 1934 AND SET IN
 QN0288'THE TOP OF A CONCRETE POST.
 QN0288
 QN0288                          STATION RECOVERY (1938)
 QN0288
 QN0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 QN0288'RECOVERED IN GOOD CONDITION.
 QN0288
 QN0288                          STATION RECOVERY (1979)
 QN0288
 QN0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QN0288'MARK NOT FOUND.
 QN0288
 QN0288                          STATION RECOVERY (2004)
 QN0288
 QN0288'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QN0288'NO TIES
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO0022 ***********************************************************************
 QO0022  DESIGNATION -  A 47
 QO0022  PID         -  QO0022
 QO0022  STATE/COUNTY-  WI/BURNETT
 QO0022  COUNTRY     -  US
 QO0022  USGS QUAD   -  SIREN EAST (2018)
 QO0022
 QO0022                         *CURRENT SURVEY CONTROL
 QO0022  ______________________________________________________________________
 QO0022* NAD 83(1986) POSITION- 45 49 00.45   (N) 092 21 48.19   (W)   HD_HELD1
 QO0022* NAVD 88 ORTHO HEIGHT -   301.401 (meters)      988.85  (feet) ADJUSTED
 QO0022  ______________________________________________________________________
 QO0022  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 QO0022  DYNAMIC HEIGHT  -        301.419 (meters)      988.91  (feet) COMP
 QO0022  MODELED GRAVITY -    980,666.0   (mgal)                       NAVD 88
 QO0022
 QO0022  VERT ORDER      -  SECOND    CLASS 0
 QO0022
 QO0022.The horizontal coordinates were determined by differentially corrected
 QO0022.hand held GPS observations or other comparable positioning techniques
 QO0022.and have an estimated accuracy of +/- 3 meters.
 QO0022
 QO0022.The orthometric height was determined by differential leveling and
 QO0022.adjusted by the NATIONAL GEODETIC SURVEY
 QO0022.in June 1991.
 QO0022
 QO0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0022.GEOID18 height accuracy estimate available here.
 QO0022
 QO0022.Click photographs - Photos may exist for this station.
 QO0022
 QO0022.The dynamic height is computed by dividing the NAVD 88
 QO0022.geopotential number by the normal gravity value computed on the
 QO0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0022.degrees latitude (g = 980.6199 gals.).
 QO0022
 QO0022.The modeled gravity was interpolated from observed gravity values.
 QO0022
 QO0022;                    North         East    Units  Estimated Accuracy
 QO0022;SPC WI N     -    74,989.7     416,354.7     MT  (+/- 3 meters HH1 GPS) 
 QO0022
 QO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4945673889(NAD 83)
 QO0022
 QO0022                          SUPERSEDED SURVEY CONTROL
 QO0022
 QO0022  NGVD 29 (??/??/92)  301.379  (m)          988.77   (f) ADJ UNCH    2 0
 QO0022
 QO0022.Superseded values are not recommended for survey control.
 QO0022
 QO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0022.See file dsdata.pdf to determine how the superseded data were derived.
 QO0022
 QO0022_MARKER: DB = BENCH MARK DISK
 QO0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0022_STAMPING: A 47 1934
 QO0022_MARK LOGO: CGS
 QO0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0022+STABILITY: SURFACE MOTION
 QO0022
 QO0022  HISTORY     - Date     Condition        Report By
 QO0022  HISTORY     - 1934     MONUMENTED       CGS
 QO0022  HISTORY     - 1979     MARK NOT FOUND   USGS
 QO0022  HISTORY     - 19930616 MARK NOT FOUND   WI-013
 QO0022  HISTORY     - 20041116 MARK NOT FOUND   WIDT
 QO0022
 QO0022                          STATION DESCRIPTION
 QO0022
 QO0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0022'2.3 MI NE FROM SIREN.
 QO0022'ALONG STATE HIGHWAY NO. 70, ABOUT 0.1 MILE EAST OF JUNCTION WITH
 QO0022'HIGHWAY NO. 35, IN YARD 32 FT NORTH OF CENTER LINE OF ROAD, 25 FT WEST
 QO0022'OF CENTER LINE OF DRIVE, 96 FT SOUTH OF HOUSE.
 QO0022
 QO0022                          STATION RECOVERY (1979)
 QO0022
 QO0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QO0022'MARK NOT FOUND.
 QO0022
 QO0022                          STATION RECOVERY (1993)
 QO0022
 QO0022'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO0022'MARK NOT FOUND.
 QO0022
 QO0022                          STATION RECOVERY (2004)
 QO0022
 QO0022'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0022'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0196 ***********************************************************************
 PO0196  DESIGNATION -  A 49
 PO0196  PID         -  PO0196
 PO0196  STATE/COUNTY-  WI/CHIPPEWA
 PO0196  COUNTRY     -  US
 PO0196  USGS QUAD   -  CADOTT (2018)
 PO0196
 PO0196                         *CURRENT SURVEY CONTROL
 PO0196  ______________________________________________________________________
 PO0196* NAD 83(1986) POSITION- 44 55 59.9    (N) 091 13 33.9    (W)   HD_HELD2
 PO0196* NAVD 88 ORTHO HEIGHT -   289.708 (meters)      950.48  (feet) ADJUSTED
 PO0196  ______________________________________________________________________
 PO0196  GEOID HEIGHT    -        -30.973 (meters)                     GEOID18
 PO0196  DYNAMIC HEIGHT  -        289.687 (meters)      950.41  (feet) COMP
 PO0196  MODELED GRAVITY -    980,535.8   (mgal)                       NAVD 88
 PO0196
 PO0196  VERT ORDER      -  SECOND    CLASS 0
 PO0196
 PO0196.The horizontal coordinates were established by autonomous hand held GPS
 PO0196.observations and have an estimated accuracy of +/- 10 meters.
 PO0196
 PO0196.The orthometric height was determined by differential leveling and
 PO0196.adjusted by the NATIONAL GEODETIC SURVEY
 PO0196.in June 1991.
 PO0196
 PO0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0196.GEOID18 height accuracy estimate available here.
 PO0196
 PO0196.Click photographs - Photos may exist for this station.
 PO0196
 PO0196.The dynamic height is computed by dividing the NAVD 88
 PO0196.geopotential number by the normal gravity value computed on the
 PO0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0196.degrees latitude (g = 980.6199 gals.).
 PO0196
 PO0196.The modeled gravity was interpolated from observed gravity values.
 PO0196
 PO0196;                    North         East    Units  Estimated Accuracy
 PO0196;SPC WI C     -   122,958.      503,224.      MT  (+/- 10 meters HH2 GPS)
 PO0196
 PO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3997377072(NAD 83)
 PO0196
 PO0196                          SUPERSEDED SURVEY CONTROL
 PO0196
 PO0196  NGVD 29 (??/??/92)  289.708  (m)          950.48   (f) ADJ UNCH    2 0
 PO0196
 PO0196.Superseded values are not recommended for survey control.
 PO0196
 PO0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0196.See file dsdata.pdf to determine how the superseded data were derived.
 PO0196
 PO0196_MARKER: DB = BENCH MARK DISK
 PO0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0196_STAMPING: A 49 1934
 PO0196_MARK LOGO: CGS
 PO0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0196+STABILITY: SURFACE MOTION
 PO0196
 PO0196  HISTORY     - Date     Condition        Report By
 PO0196  HISTORY     - 1934     MONUMENTED       CGS
 PO0196  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PO0196  HISTORY     - 20030911 MARK NOT FOUND   INDIV
 PO0196  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 PO0196
 PO0196                          STATION DESCRIPTION
 PO0196
 PO0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0196'4.1 MI W FROM CADOTT.
 PO0196'4.1 MILES WEST OF CADOTT DEPOT 30 FEET NORTH OF CENTER OF MAIN
 PO0196'TRACK OF SOO RY.  30 FEET WEST OF CENTER OF GRADE CROSSING.
 PO0196
 PO0196                          STATION RECOVERY (2001)
 PO0196
 PO0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PO0196'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PO0196
 PO0196                          STATION RECOVERY (2003)
 PO0196
 PO0196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CCF)
 PO0196'THERE IS A METAL WITNESS POST AT N44 55.999 W91 13.567, BUT THERE IS
 PO0196'NO SIGN OF THE MARKER ITSELF. THERE IS A HOLE IN THE GROUND NEXT TO
 PO0196'THE WITNESS POST, BUT IT DOES NOT APPEAR THAT THE MARKER IS AT THE
 PO0196'BOTTOM OF THE HOLE.
 PO0196
 PO0196                          STATION RECOVERY (2003)
 PO0196
 PO0196'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0196'A HOLE WITH CONCRETE AT THE BOTTOM LOCATED AT POINT OF TIES. MARK
 PO0196'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0157 ***********************************************************************
 OM0157  DESIGNATION -  A 5
 OM0157  PID         -  OM0157
 OM0157  STATE/COUNTY-  WI/WINNEBAGO
 OM0157  COUNTRY     -  US
 OM0157  USGS QUAD   -  VAN DYNE (2018)
 OM0157
 OM0157                         *CURRENT SURVEY CONTROL
 OM0157  ______________________________________________________________________
 OM0157* NAD 83(1986) POSITION- 43 54 29.78   (N) 088 30 44.47   (W)   HD_HELD1
 OM0157* NAVD 88 ORTHO HEIGHT -   238.553 (meters)      782.65  (feet) ADJUSTED
 OM0157  ______________________________________________________________________
 OM0157  GEOID HEIGHT    -        -36.105 (meters)                     GEOID18
 OM0157  DYNAMIC HEIGHT  -        238.503 (meters)      782.49  (feet) COMP
 OM0157  MODELED GRAVITY -    980,404.8   (mgal)                       NAVD 88
 OM0157
 OM0157  VERT ORDER      -  FIRST     CLASS II
 OM0157
 OM0157.The horizontal coordinates were determined by differentially corrected
 OM0157.hand held GPS observations or other comparable positioning techniques
 OM0157.and have an estimated accuracy of +/- 3 meters.
 OM0157
 OM0157.The orthometric height was determined by differential leveling and
 OM0157.adjusted by the NATIONAL GEODETIC SURVEY
 OM0157.in June 1991.
 OM0157
 OM0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0157.GEOID18 height accuracy estimate available here.
 OM0157
 OM0157.Click photographs - Photos may exist for this station.
 OM0157
 OM0157.The dynamic height is computed by dividing the NAVD 88
 OM0157.geopotential number by the normal gravity value computed on the
 OM0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0157.degrees latitude (g = 980.6199 gals.).
 OM0157
 OM0157.The modeled gravity was interpolated from observed gravity values.
 OM0157
 OM0157;                    North         East    Units  Estimated Accuracy
 OM0157;SPC WI S     -   213,061.2     719,492.5     MT  (+/- 3 meters HH1 GPS) 
 OM0157
 OM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7856162796(NAD 83)
 OM0157
 OM0157                          SUPERSEDED SURVEY CONTROL
 OM0157
 OM0157  NGVD 29 (??/??/92)  238.580  (m)          782.74   (f) ADJ UNCH    1 2
 OM0157
 OM0157.Superseded values are not recommended for survey control.
 OM0157
 OM0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0157.See file dsdata.pdf to determine how the superseded data were derived.
 OM0157
 OM0157_MARKER: DB = BENCH MARK DISK
 OM0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0157_STAMPING: 782.741 A 5 1930
 OM0157_MARK LOGO: CGS
 OM0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0157+STABILITY: SURFACE MOTION
 OM0157
 OM0157  HISTORY     - Date     Condition        Report By
 OM0157  HISTORY     - 1930     MONUMENTED       CGS
 OM0157  HISTORY     - 1934     POOR             CGS
 OM0157  HISTORY     - 1989     POOR             USPSQD
 OM0157  HISTORY     - 19950902 MARK NOT FOUND   USPSQD
 OM0157  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 OM0157
 OM0157                          STATION DESCRIPTION
 OM0157
 OM0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0157'1.7 MI N FROM VAN DYNE.
 OM0157'IN WINNEBAGO COUNTY, 1.7 MILES NORTH ALONG THE CHICAGO AND NORTH
 OM0157'WESTERN RAILWAY FROM THE STATION AT VAN DYNE, FOND DU LAC COUNTY,
 OM0157'0.4 MILE SOUTH OF A BLOCK SIGNAL, AT A ROAD CROSSING, 45 FEET
 OM0157'NORTH OF THE CENTERLINE OF THE ROAD, AND 24 FEET WEST OF THE TRACK.
 OM0157'A STANDARD DISK, STAMPED 782.741 A 5 1930 AND SET IN THE TOP
 OM0157'OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN SEPTEMBER 1934
 OM0157'THAT THIS BENCH MARK APPEARS TO HAVE BEEN AFFECTED BY FROST ACTION.
 OM0157
 OM0157                          STATION RECOVERY (1989)
 OM0157
 OM0157'RECOVERY NOTE BY US POWER SQUADRON 1989 (EC)
 OM0157'MARK RECOVERED IN POOR CONDITION.
 OM0157
 OM0157                          STATION RECOVERY (1995)
 OM0157
 OM0157'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0157'MARK NOT FOUND.
 OM0157
 OM0157                          STATION RECOVERY (2004)
 OM0157
 OM0157'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 OM0157'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO0115 ***********************************************************************
 QO0115  DESIGNATION -  A 50
 QO0115  PID         -  QO0115
 QO0115  STATE/COUNTY-  WI/ST CROIX
 QO0115  COUNTRY     -  US
 QO0115  USGS QUAD   -  NEW RICHMOND SOUTH (2018)
 QO0115
 QO0115                         *CURRENT SURVEY CONTROL
 QO0115  ______________________________________________________________________
 QO0115* NAD 83(1986) POSITION- 45 07 18.04   (N) 092 31 02.51   (W)   HD_HELD1
 QO0115* NAVD 88 ORTHO HEIGHT -   303.883 (meters)      996.99  (feet) ADJUSTED
 QO0115  ______________________________________________________________________
 QO0115  GEOID HEIGHT    -        -29.594 (meters)                     GEOID18
 QO0115  DYNAMIC HEIGHT  -        303.850 (meters)      996.88  (feet) COMP
 QO0115  MODELED GRAVITY -    980,499.3   (mgal)                       NAVD 88
 QO0115
 QO0115  VERT ORDER      -  FIRST     CLASS II
 QO0115
 QO0115.The horizontal coordinates were determined by differentially corrected
 QO0115.hand held GPS observations or other comparable positioning techniques
 QO0115.and have an estimated accuracy of +/- 3 meters.
 QO0115
 QO0115.The orthometric height was determined by differential leveling and
 QO0115.adjusted by the NATIONAL GEODETIC SURVEY
 QO0115.in June 1991.
 QO0115
 QO0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0115.GEOID18 height accuracy estimate available here.
 QO0115
 QO0115.Click photographs - Photos may exist for this station.
 QO0115
 QO0115.The dynamic height is computed by dividing the NAVD 88
 QO0115.geopotential number by the normal gravity value computed on the
 QO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0115.degrees latitude (g = 980.6199 gals.).
 QO0115
 QO0115.The modeled gravity was interpolated from observed gravity values.
 QO0115
 QO0115;                    North         East    Units  Estimated Accuracy
 QO0115;SPC WI C     -   146,230.5     401,976.0     MT  (+/- 3 meters HH1 GPS) 
 QO0115
 QO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3795896580(NAD 83)
 QO0115
 QO0115                          SUPERSEDED SURVEY CONTROL
 QO0115
 QO0115  NGVD 29 (??/??/92)  303.839  (m)          996.85   (f) ADJ UNCH    1 2
 QO0115
 QO0115.Superseded values are not recommended for survey control.
 QO0115
 QO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0115.See file dsdata.pdf to determine how the superseded data were derived.
 QO0115
 QO0115_MARKER: DB = BENCH MARK DISK
 QO0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0115_STAMPING: A 50 1934
 QO0115_MARK LOGO: CGS
 QO0115_PROJECTION: PROJECTING 4 CENTIMETERS
 QO0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0115+STABILITY: SURFACE MOTION
 QO0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0115+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 QO0115
 QO0115  HISTORY     - Date     Condition        Report By
 QO0115  HISTORY     - 1934     MONUMENTED       CGS
 QO0115  HISTORY     - 1980     GOOD             NGS
 QO0115  HISTORY     - 20051126 GOOD             USPSQD
 QO0115  HISTORY     - 20120710 GOOD             WIDT
 QO0115
 QO0115                          STATION DESCRIPTION
 QO0115
 QO0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0115'1.1 MI E FROM NEW RICHMOND.
 QO0115'1.1 MILES EAST OF NEW RICHMOND DEPOT 42 FEET SOUTH OF CENTER OF MAIN
 QO0115'TRACK OF SOO RY.  36 FEET EAST OF CENTER OF ROAD 4 FEET EAST OF FENCE
 QO0115'CORNER.
 QO0115
 QO0115                          STATION RECOVERY (1980)
 QO0115
 QO0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0115'THE MARK IS 1.1 METERS  E FROM  A POWERLINE POLE
 QO0115'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 QO0115
 QO0115                          STATION RECOVERY (2005)
 QO0115
 QO0115'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO0115'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- FROM
 QO0115'THE JUNCTION OF STATE HIGHWAY 65 (KNOWLES AVENUE) WITH COUNTY HIGHWAY
 QO0115'K EAST (1ST STREET) IN THE CITY OF NEW RICHMOND, GO EAST ON COUNTY
 QO0115'HIGHWAY K (1ST STREET) FOR 1.0 MILE TO 140TH STREET RIGHT, TURN RIGHT
 QO0115'AND GO SOUTH ON 140TH STREET FOR 88 M TO A RAILRAOD TRACK AND THE
 QO0115'STATION ON THE LEFT.
 QO0115'ADD-- THE STATION IS 1.1 M EAST OF POWER POLE --246A--, 40-CM NORTH OF
 QO0115'A WIRE FENCE, AND 10-CM WEST OF AN ORANGE CARSONITE WITNESS POST.
 QO0115
 QO0115                          STATION RECOVERY (2012)
 QO0115
 QO0115'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 QO0115'RECOVERED AS DESCRIBED---NOTE---STATION HAS TREES DIRECTLY OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0221 ***********************************************************************
 QN0221  DESIGNATION -  A 51
 QN0221  PID         -  QN0221
 QN0221  STATE/COUNTY-  WI/DUNN
 QN0221  COUNTRY     -  US
 QN0221  USGS QUAD   -  NORTON (2018)
 QN0221
 QN0221                         *CURRENT SURVEY CONTROL
 QN0221  ______________________________________________________________________
 QN0221* NAD 83(1986) POSITION- 45 00 20.     (N) 091 45 29.     (W)   SCALED
 QN0221* NAVD 88 ORTHO HEIGHT -   278.997 (meters)      915.34  (feet) ADJUSTED
 QN0221  ______________________________________________________________________
 QN0221  GEOID HEIGHT    -        -30.760 (meters)                     GEOID18
 QN0221  DYNAMIC HEIGHT  -        278.970 (meters)      915.25  (feet) COMP
 QN0221  MODELED GRAVITY -    980,512.5   (mgal)                       NAVD 88
 QN0221
 QN0221  VERT ORDER      -  SECOND    CLASS 0
 QN0221
 QN0221.The horizontal coordinates were scaled from a map and have
 QN0221.an estimated accuracy of +/- 6 seconds.
 QN0221
 QN0221.The orthometric height was determined by differential leveling and
 QN0221.adjusted by the NATIONAL GEODETIC SURVEY
 QN0221.in June 1991.
 QN0221
 QN0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0221.GEOID18 height accuracy estimate available here.
 QN0221
 QN0221.Click photographs - Photos may exist for this station.
 QN0221
 QN0221.The dynamic height is computed by dividing the NAVD 88
 QN0221.geopotential number by the normal gravity value computed on the
 QN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0221.degrees latitude (g = 980.6199 gals.).
 QN0221
 QN0221.The modeled gravity was interpolated from observed gravity values.
 QN0221
 QN0221;                    North         East    Units  Estimated Accuracy
 QN0221;SPC WI C     -   131,760.      461,420.      MT  (+/- 180 meters Scaled)
 QN0221
 QN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK978843(NAD 83)
 QN0221
 QN0221                          SUPERSEDED SURVEY CONTROL
 QN0221
 QN0221  NGVD 29 (??/??/92)  278.973  (m)          915.26   (f) ADJ UNCH    2 0
 QN0221
 QN0221.Superseded values are not recommended for survey control.
 QN0221
 QN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0221.See file dsdata.pdf to determine how the superseded data were derived.
 QN0221
 QN0221_MARKER: DB = BENCH MARK DISK
 QN0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QN0221_SP_SET: ABUTMENT
 QN0221_STAMPING: A 51 1934
 QN0221_MARK LOGO: CGS
 QN0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0221
 QN0221  HISTORY     - Date     Condition        Report By
 QN0221  HISTORY     - 1934     MONUMENTED       CGS
 QN0221
 QN0221                          STATION DESCRIPTION
 QN0221
 QN0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0221'1.5 MI W FROM COLFAX.
 QN0221'ABOUT 1.5 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0221'STE. MARIE RAILWAY FROM THE STATION AT COLFAX, DUNN COUNTY,
 QN0221'AT THE BRIDGE OVER RED CEDAR RIVER, IN THE NORTHWEST CONCRETE
 QN0221'ABUTMENT, AND 6 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK.
 QN0221'A STANDARD DISK, STAMPED A 51 1934.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0232 ***********************************************************************
 PO0232  DESIGNATION -  A 52
 PO0232  PID         -  PO0232
 PO0232  STATE/COUNTY-  WI/EAU CLAIRE
 PO0232  COUNTRY     -  US
 PO0232  USGS QUAD   -  FALL CREEK (2018)
 PO0232
 PO0232                         *CURRENT SURVEY CONTROL
 PO0232  ______________________________________________________________________
 PO0232* NAD 83(1986) POSITION- 44 47 24.     (N) 091 19 17.     (W)   SCALED
 PO0232* NAVD 88 ORTHO HEIGHT -   290.156 (meters)      951.95  (feet) ADJUSTED
 PO0232  ______________________________________________________________________
 PO0232  GEOID HEIGHT    -        -31.136 (meters)                     GEOID18
 PO0232  DYNAMIC HEIGHT  -        290.126 (meters)      951.86  (feet) COMP
 PO0232  MODELED GRAVITY -    980,505.0   (mgal)                       NAVD 88
 PO0232
 PO0232  VERT ORDER      -  SECOND    CLASS 0
 PO0232
 PO0232.The horizontal coordinates were scaled from a map and have
 PO0232.an estimated accuracy of +/- 6 seconds.
 PO0232
 PO0232.The orthometric height was determined by differential leveling and
 PO0232.adjusted by the NATIONAL GEODETIC SURVEY
 PO0232.in June 1991.
 PO0232
 PO0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0232.GEOID18 height accuracy estimate available here.
 PO0232
 PO0232.Click photographs - Photos may exist for this station.
 PO0232
 PO0232.The dynamic height is computed by dividing the NAVD 88
 PO0232.geopotential number by the normal gravity value computed on the
 PO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0232.degrees latitude (g = 980.6199 gals.).
 PO0232
 PO0232.The modeled gravity was interpolated from observed gravity values.
 PO0232
 PO0232;                    North         East    Units  Estimated Accuracy
 PO0232;SPC WI C     -   107,150.      495,440.      MT  (+/- 180 meters Scaled)
 PO0232
 PO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK327609(NAD 83)
 PO0232
 PO0232                          SUPERSEDED SURVEY CONTROL
 PO0232
 PO0232  NGVD 29 (??/??/92)  290.146  (m)          951.92   (f) ADJ UNCH    2 0
 PO0232
 PO0232.Superseded values are not recommended for survey control.
 PO0232
 PO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0232.See file dsdata.pdf to determine how the superseded data were derived.
 PO0232
 PO0232_MARKER: DB = BENCH MARK DISK
 PO0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0232_STAMPING: A 52 1934
 PO0232_MARK LOGO: CGS
 PO0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0232+STABILITY: SURFACE MOTION
 PO0232
 PO0232  HISTORY     - Date     Condition        Report By
 PO0232  HISTORY     - 1934     MONUMENTED       CGS
 PO0232  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0232  HISTORY     - 20031106 MARK NOT FOUND   WIDT
 PO0232
 PO0232                          STATION DESCRIPTION
 PO0232
 PO0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0232'3.1 MI W FROM FALL CREEK.
 PO0232'3.1 MILES WEST OF FALL CREEK DEPOT 25 FEET NORTH OF CENTER OF
 PO0232'NORTH MAIN TRACK OF C. AND N.W. RY. 27 FEET EAST OF CENTER OF
 PO0232'ROAD 22 FEET WEST OF MILE POLE 96 - 24
 PO0232
 PO0232                          STATION RECOVERY (1972)
 PO0232
 PO0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0232'MARK NOT FOUND.
 PO0232
 PO0232                          STATION RECOVERY (2003)
 PO0232
 PO0232'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0153 ***********************************************************************
 PO0153  DESIGNATION -  A 55
 PO0153  PID         -  PO0153
 PO0153  STATE/COUNTY-  WI/JACKSON
 PO0153  COUNTRY     -  US
 PO0153  USGS QUAD   -  WARRENS WEST (2018)
 PO0153
 PO0153                         *CURRENT SURVEY CONTROL
 PO0153  ______________________________________________________________________
 PO0153* NAD 83(1986) POSITION- 44 09 29.     (N) 090 34 38.     (W)   SCALED
 PO0153* NAVD 88 ORTHO HEIGHT -   300.558 (meters)      986.08  (feet) ADJUSTED
 PO0153  ______________________________________________________________________
 PO0153  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 PO0153  DYNAMIC HEIGHT  -        300.497 (meters)      985.88  (feet) COMP
 PO0153  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 PO0153
 PO0153  VERT ORDER      -  SECOND    CLASS 0
 PO0153
 PO0153.The horizontal coordinates were scaled from a map and have
 PO0153.an estimated accuracy of +/- 6 seconds.
 PO0153
 PO0153.The orthometric height was determined by differential leveling and
 PO0153.adjusted by the NATIONAL GEODETIC SURVEY
 PO0153.in June 1991.
 PO0153
 PO0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0153.GEOID18 height accuracy estimate available here.
 PO0153
 PO0153.Click photographs - Photos may exist for this station.
 PO0153
 PO0153.The dynamic height is computed by dividing the NAVD 88
 PO0153.geopotential number by the normal gravity value computed on the
 PO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0153.degrees latitude (g = 980.6199 gals.).
 PO0153
 PO0153.The modeled gravity was interpolated from observed gravity values.
 PO0153
 PO0153;                    North         East    Units  Estimated Accuracy
 PO0153;SPC WI C     -    36,250.      553,830.      MT  (+/- 180 meters Scaled)
 PO0153
 PO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ937922(NAD 83)
 PO0153
 PO0153                          SUPERSEDED SURVEY CONTROL
 PO0153
 PO0153  NGVD 29 (??/??/92)  300.553  (m)          986.06   (f) ADJ UNCH    2 0
 PO0153
 PO0153.Superseded values are not recommended for survey control.
 PO0153
 PO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0153.See file dsdata.pdf to determine how the superseded data were derived.
 PO0153
 PO0153_MARKER: DB = BENCH MARK DISK
 PO0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0153_STAMPING: A 55 1934
 PO0153_MARK LOGO: CGS
 PO0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0153+STABILITY: SURFACE MOTION
 PO0153
 PO0153  HISTORY     - Date     Condition        Report By
 PO0153  HISTORY     - 1934     MONUMENTED       CGS
 PO0153  HISTORY     - 1959     GOOD             FAS
 PO0153
 PO0153                          STATION DESCRIPTION
 PO0153
 PO0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0153'3.9 MI S FROM MILLSTON.
 PO0153'3.9 MILES SOUTH OF BY RAILROAD ALONG THE CHICAGO MINNEAPOLIS
 PO0153'ST PAUL AND OMAHA RR 25 FEET WEST OF CENTER OF SOUTHBOUND TRACK
 PO0153'25 FEET NORTH OF LANE CROSSING MP 159 + 25 1/2 BY THE END OF FENCE
 PO0153'1 IN ABOVE THE GROUND
 PO0153
 PO0153                          STATION RECOVERY (1959)
 PO0153
 PO0153'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1959
 PO0153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0185 ***********************************************************************
 PO0185  DESIGNATION -  A 56
 PO0185  PID         -  PO0185
 PO0185  STATE/COUNTY-  WI/CLARK
 PO0185  COUNTRY     -  US
 PO0185  USGS QUAD   -  NEILLSVILLE (2018)
 PO0185
 PO0185                         *CURRENT SURVEY CONTROL
 PO0185  ______________________________________________________________________
 PO0185* NAD 83(1986) POSITION- 44 33 16.     (N) 090 37 06.     (W)   SCALED
 PO0185* NAVD 88 ORTHO HEIGHT -   313.434 (meters)     1028.32  (feet) ADJUSTED
 PO0185  ______________________________________________________________________
 PO0185  GEOID HEIGHT    -        -33.118 (meters)                     GEOID18
 PO0185  DYNAMIC HEIGHT  -        313.388 (meters)     1028.17  (feet) COMP
 PO0185  MODELED GRAVITY -    980,461.6   (mgal)                       NAVD 88
 PO0185
 PO0185  VERT ORDER      -  SECOND    CLASS 0
 PO0185
 PO0185.The horizontal coordinates were scaled from a map and have
 PO0185.an estimated accuracy of +/- 6 seconds.
 PO0185
 PO0185.The orthometric height was determined by differential leveling and
 PO0185.adjusted by the NATIONAL GEODETIC SURVEY
 PO0185.in June 1991.
 PO0185
 PO0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0185.GEOID18 height accuracy estimate available here.
 PO0185
 PO0185.Click photographs - Photos may exist for this station.
 PO0185
 PO0185.The dynamic height is computed by dividing the NAVD 88
 PO0185.geopotential number by the normal gravity value computed on the
 PO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0185.degrees latitude (g = 980.6199 gals.).
 PO0185
 PO0185.The modeled gravity was interpolated from observed gravity values.
 PO0185
 PO0185;                    North         East    Units  Estimated Accuracy
 PO0185;SPC WI C     -    80,320.      550,870.      MT  (+/- 180 meters Scaled)
 PO0185
 PO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK891362(NAD 83)
 PO0185
 PO0185                          SUPERSEDED SURVEY CONTROL
 PO0185
 PO0185  NGVD 29 (??/??/92)  313.444  (m)         1028.36   (f) ADJ UNCH    2 0
 PO0185
 PO0185.Superseded values are not recommended for survey control.
 PO0185
 PO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0185.See file dsdata.pdf to determine how the superseded data were derived.
 PO0185
 PO0185_MARKER: DB = BENCH MARK DISK
 PO0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0185_STAMPING: A 56 1934
 PO0185_MARK LOGO: CGS
 PO0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0185+STABILITY: SURFACE MOTION
 PO0185
 PO0185  HISTORY     - Date     Condition        Report By
 PO0185  HISTORY     - 1934     MONUMENTED       CGS
 PO0185  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0185  HISTORY     - 20031031 MARK NOT FOUND   WIDT
 PO0185
 PO0185                          STATION DESCRIPTION
 PO0185
 PO0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0185'1.4 MI SW FROM NEILLSVILLE.
 PO0185'ABOUT 1.4 MILES SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 PO0185'AND OMAHA RAILWAY FROM NEILLSVILLE, CLARK COUNTY, 16 FEET WEST OF
 PO0185'MILEPOST 13+30, ABOUT 11 RAILS SOUTH OF MILEPOST 14, AND ABOUT
 PO0185'0.4 MILE SOUTH OF A LONG STEEL TRESTLE.  A STANDARD DISK,
 PO0185'STAMPED A 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0185
 PO0185                          STATION RECOVERY (1977)
 PO0185
 PO0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0185'MARK NOT FOUND.
 PO0185
 PO0185                          STATION RECOVERY (2003)
 PO0185
 PO0185'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0185'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0245 ***********************************************************************
 QN0245  DESIGNATION -  A 57
 QN0245  PID         -  QN0245
 QN0245  STATE/COUNTY-  WI/BARRON
 QN0245  COUNTRY     -  US
 QN0245  USGS QUAD   -  RICE LAKE SOUTH (2018)
 QN0245
 QN0245                         *CURRENT SURVEY CONTROL
 QN0245  ______________________________________________________________________
 QN0245* NAD 83(1986) POSITION- 45 24 34.33   (N) 091 44 38.41   (W)   HD_HELD1
 QN0245* NAVD 88 ORTHO HEIGHT -   333.889 (meters)     1095.43  (feet) ADJUSTED
 QN0245  ______________________________________________________________________
 QN0245  GEOID HEIGHT    -        -30.297 (meters)                     GEOID18
 QN0245  DYNAMIC HEIGHT  -        333.864 (meters)     1095.35  (feet) COMP
 QN0245  MODELED GRAVITY -    980,534.8   (mgal)                       NAVD 88
 QN0245
 QN0245  VERT ORDER      -  FIRST     CLASS II
 QN0245
 QN0245.The horizontal coordinates were determined by differentially corrected
 QN0245.hand held GPS observations or other comparable positioning techniques
 QN0245.and have an estimated accuracy of +/- 3 meters.
 QN0245
 QN0245.The orthometric height was determined by differential leveling and
 QN0245.adjusted by the NATIONAL GEODETIC SURVEY
 QN0245.in June 1991.
 QN0245
 QN0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0245.GEOID18 height accuracy estimate available here.
 QN0245
 QN0245.Click photographs - Photos may exist for this station.
 QN0245
 QN0245.The dynamic height is computed by dividing the NAVD 88
 QN0245.geopotential number by the normal gravity value computed on the
 QN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0245.degrees latitude (g = 980.6199 gals.).
 QN0245
 QN0245.The modeled gravity was interpolated from observed gravity values.
 QN0245
 QN0245;                    North         East    Units  Estimated Accuracy
 QN0245;SPC WI C     -   176,617.4     463,486.7     MT  (+/- 3 meters HH1 GPS) 
 QN0245
 QN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9828329213(NAD 83)
 QN0245
 QN0245                          SUPERSEDED SURVEY CONTROL
 QN0245
 QN0245  NGVD 29 (??/??/92)  333.960  (m)         1095.67   (f) ADJ UNCH    1 2
 QN0245
 QN0245.Superseded values are not recommended for survey control.
 QN0245
 QN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0245.See file dsdata.pdf to determine how the superseded data were derived.
 QN0245
 QN0245_MARKER: DB = BENCH MARK DISK
 QN0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0245_STAMPING: A 57 1934
 QN0245_MARK LOGO: CGS
 QN0245_PROJECTION: FLUSH
 QN0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0245+STABILITY: SURFACE MOTION
 QN0245
 QN0245  HISTORY     - Date     Condition        Report By
 QN0245  HISTORY     - 1934     MONUMENTED       CGS
 QN0245  HISTORY     - 1942     GOOD             SPRR
 QN0245  HISTORY     - 1976     MARK NOT FOUND   USGS
 QN0245  HISTORY     - 1980     GOOD             NGS
 QN0245  HISTORY     - 20040909 MARK NOT FOUND   WIDT
 QN0245
 QN0245                          STATION DESCRIPTION
 QN0245
 QN0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0245'AT CAMERON.
 QN0245'AT CAMERON, BARRON COUNTY, 40 FEET NORTH OF THE CHICAGO, SAINT
 QN0245'PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, 23 FEET EAST OF THE
 QN0245'NORTH-AND-SOUTH TRACK, AND 18 FEET NORTH OF THE EAST-AND-WEST
 QN0245'TRACK.  A STANDARD DISK STAMPED A 57 1934 AND SET IN THE TOP OF
 QN0245'A CONCRETE POST.
 QN0245
 QN0245                          STATION RECOVERY (1942)
 QN0245
 QN0245'RECOVERY NOTE BY SOUTHERN PACIFIC RAILROAD 1942
 QN0245'RECOVERED IN GOOD CONDITION.
 QN0245
 QN0245                          STATION RECOVERY (1976)
 QN0245
 QN0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QN0245'MARK NOT FOUND.
 QN0245
 QN0245                          STATION RECOVERY (1980)
 QN0245
 QN0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QN0245'IN CAMERON, 0.1 KM (0.05 MI) EAST OF THE CAMERON POST OFFICE, AT THE
 QN0245'SITE OF THE RAZED CHICAGO ST PAUL MINNEAPOLIS AND OMAHA RAILROAD
 QN0245'STATION (THE CEMENT FOUNDATION REMAINS), 12.1 M (40.0 FT) NORTH OF THE
 QN0245'NORTHWEST CORNER OF THE STATION FOUNDATION, 6.9 M (23.0 FT) EAST OF
 QN0245'THE EAST RAIL OF THE NORTH-SOUTH TRACKS, 5.5 M (18.0 FT) NORTH OF THE
 QN0245'NORTH RAIL OF THE EAST-WEST TRACKS, 1.8 M (6.0 FT) EAST OF THE
 QN0245'SOUTHEAST CORNER OF A RAILROAD SIGNAL JUNCTION BOX.
 QN0245'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QN0245'THE MARK IS 0.3 M ABOVE THE TRACKS.
 QN0245
 QN0245                          STATION RECOVERY (2004)
 QN0245
 QN0245'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0297 ***********************************************************************
 PO0297  DESIGNATION -  A 58
 PO0297  PID         -  PO0297
 PO0297  STATE/COUNTY-  WI/DUNN
 PO0297  COUNTRY     -  US
 PO0297  USGS QUAD   -  MERIDEAN (2018)
 PO0297
 PO0297                         *CURRENT SURVEY CONTROL
 PO0297  ______________________________________________________________________
 PO0297* NAD 83(1986) POSITION- 44 44 37.     (N) 091 46 45.     (W)   SCALED
 PO0297* NAVD 88 ORTHO HEIGHT -   223.831 (meters)      734.35  (feet) ADJUSTED
 PO0297  ______________________________________________________________________
 PO0297  GEOID HEIGHT    -        -30.668 (meters)                     GEOID18
 PO0297  DYNAMIC HEIGHT  -        223.808 (meters)      734.28  (feet) COMP
 PO0297  MODELED GRAVITY -    980,511.2   (mgal)                       NAVD 88
 PO0297
 PO0297  VERT ORDER      -  SECOND    CLASS 0
 PO0297
 PO0297.The horizontal coordinates were scaled from a map and have
 PO0297.an estimated accuracy of +/- 6 seconds.
 PO0297
 PO0297.The orthometric height was determined by differential leveling and
 PO0297.adjusted by the NATIONAL GEODETIC SURVEY
 PO0297.in June 1991.
 PO0297
 PO0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0297.GEOID18 height accuracy estimate available here.
 PO0297
 PO0297.Click photographs - Photos may exist for this station.
 PO0297
 PO0297.The dynamic height is computed by dividing the NAVD 88
 PO0297.geopotential number by the normal gravity value computed on the
 PO0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0297.degrees latitude (g = 980.6199 gals.).
 PO0297
 PO0297.The modeled gravity was interpolated from observed gravity values.
 PO0297
 PO0297;                    North         East    Units  Estimated Accuracy
 PO0297;SPC WI C     -   102,690.      459,110.      MT  (+/- 180 meters Scaled)
 PO0297
 PO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK966551(NAD 83)
 PO0297
 PO0297                          SUPERSEDED SURVEY CONTROL
 PO0297
 PO0297  NGVD 29 (??/??/92)  223.806  (m)          734.27   (f) ADJ UNCH    2 0
 PO0297
 PO0297.Superseded values are not recommended for survey control.
 PO0297
 PO0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0297.See file dsdata.pdf to determine how the superseded data were derived.
 PO0297
 PO0297_MARKER: DB = BENCH MARK DISK
 PO0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0297_STAMPING: A 58 1934
 PO0297_MARK LOGO: CGS
 PO0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0297+STABILITY: SURFACE MOTION
 PO0297
 PO0297  HISTORY     - Date     Condition        Report By
 PO0297  HISTORY     - 1934     MONUMENTED       CGS
 PO0297  HISTORY     - 20031202 MARK NOT FOUND   WIDT
 PO0297
 PO0297                          STATION DESCRIPTION
 PO0297
 PO0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0297'0.9 MI N FROM MERIDEAN.
 PO0297'0.9 MILE NORTH OF MERIDEAN DEPOT 44 FEET WEST OF CENTER OF MAIN
 PO0297'TRACK OF C. M. ST. P. AND P. RR.  54 FEET NORTH OF CENTER OF ROAD.
 PO0297
 PO0297                          STATION RECOVERY (2003)
 PO0297
 PO0297'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0587 ***********************************************************************
 PP0587  DESIGNATION -  A 59
 PP0587  PID         -  PP0587
 PP0587  STATE/COUNTY-  WI/PIERCE
 PP0587  COUNTRY     -  US
 PP0587  USGS QUAD   -  RIVER FALLS EAST (2018)
 PP0587
 PP0587                         *CURRENT SURVEY CONTROL
 PP0587  ______________________________________________________________________
 PP0587* NAD 83(1986) POSITION- 44 48 04.     (N) 092 33 58.     (W)   SCALED
 PP0587* NAVD 88 ORTHO HEIGHT -   333.359 (meters)     1093.70  (feet) ADJUSTED
 PP0587  ______________________________________________________________________
 PP0587  GEOID HEIGHT    -        -30.080 (meters)                     GEOID18
 PP0587  DYNAMIC HEIGHT  -        333.310 (meters)     1093.53  (feet) COMP
 PP0587  MODELED GRAVITY -    980,461.4   (mgal)                       NAVD 88
 PP0587
 PP0587  VERT ORDER      -  SECOND    CLASS 0
 PP0587
 PP0587.The horizontal coordinates were scaled from a map and have
 PP0587.an estimated accuracy of +/- 6 seconds.
 PP0587
 PP0587.The orthometric height was determined by differential leveling and
 PP0587.adjusted by the NATIONAL GEODETIC SURVEY
 PP0587.in June 1991.
 PP0587
 PP0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0587.GEOID18 height accuracy estimate available here.
 PP0587
 PP0587.Click photographs - Photos may exist for this station.
 PP0587
 PP0587.The dynamic height is computed by dividing the NAVD 88
 PP0587.geopotential number by the normal gravity value computed on the
 PP0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0587.degrees latitude (g = 980.6199 gals.).
 PP0587
 PP0587.The modeled gravity was interpolated from observed gravity values.
 PP0587
 PP0587;                    North         East    Units  Estimated Accuracy
 PP0587;SPC WI C     -   110,750.      397,020.      MT  (+/- 180 meters Scaled)
 PP0587
 PP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK343609(NAD 83)
 PP0587
 PP0587                          SUPERSEDED SURVEY CONTROL
 PP0587
 PP0587  NGVD 29 (??/??/92)  333.338  (m)         1093.63   (f) ADJ UNCH    2 0
 PP0587
 PP0587.Superseded values are not recommended for survey control.
 PP0587
 PP0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0587.See file dsdata.pdf to determine how the superseded data were derived.
 PP0587
 PP0587_MARKER: DB = BENCH MARK DISK
 PP0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0587_STAMPING: A 59 1934
 PP0587_MARK LOGO: CGS
 PP0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0587+STABILITY: SURFACE MOTION
 PP0587
 PP0587  HISTORY     - Date     Condition        Report By
 PP0587  HISTORY     - 1934     MONUMENTED       CGS
 PP0587  HISTORY     - 1974     MARK NOT FOUND   USGS
 PP0587  HISTORY     - 20040105 MARK NOT FOUND   WIDT
 PP0587
 PP0587                          STATION DESCRIPTION
 PP0587
 PP0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PP0587'0.7 MI SE FROM CHERMA.
 PP0587'0.7 MILE SOUTHEAST OF BY RAILROAD ALONG THE CHICAGO MINNEAPOLIS ST
 PP0587'PAUL AND OMAHA RR (ELLSWORTH BRANCH) 30 FEET EAST OF CENTER OF TRACK
 PP0587'40 FEET NORTH OF COUNTY ROAD CROSSING 10 FEET NORTH OF EAST-WEST FENCE
 PP0587'12 FEET NORTH OF MP 17+3 AT THE FOOT OF A BANK 1 IN. ABOVE THE GROUND.
 PP0587
 PP0587                          STATION RECOVERY (1974)
 PP0587
 PP0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PP0587'MARK NOT FOUND.
 PP0587
 PP0587                          STATION RECOVERY (2004)
 PP0587
 PP0587'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (MJB)
 PP0587'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0071 ***********************************************************************
 PN0071  DESIGNATION -  A 6
 PN0071  PID         -  PN0071
 PN0071  STATE/COUNTY-  WI/BROWN
 PN0071  COUNTRY     -  US
 PN0071  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0071
 PN0071                         *CURRENT SURVEY CONTROL
 PN0071  ______________________________________________________________________
 PN0071* NAD 83(1986) POSITION- 44 31 08.6    (N) 088 01 06.9    (W)   HD_HELD2
 PN0071* NAVD 88 ORTHO HEIGHT -   179.761 (meters)      589.77  (feet) ADJUSTED
 PN0071  ______________________________________________________________________
 PN0071  GEOID HEIGHT    -        -36.244 (meters)                     GEOID18
 PN0071  DYNAMIC HEIGHT  -        179.739 (meters)      589.69  (feet) COMP
 PN0071  MODELED GRAVITY -    980,489.5   (mgal)                       NAVD 88
 PN0071
 PN0071  VERT ORDER      -  FIRST     CLASS 0
 PN0071
 PN0071.The horizontal coordinates were established by autonomous hand held GPS
 PN0071.observations and have an estimated accuracy of +/- 10 meters.
 PN0071
 PN0071.The orthometric height was determined by differential leveling and
 PN0071.adjusted by the NATIONAL GEODETIC SURVEY
 PN0071.in June 1991.
 PN0071
 PN0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0071.GEOID18 height accuracy estimate available here.
 PN0071
 PN0071.Click photographs - Photos may exist for this station.
 PN0071
 PN0071.The dynamic height is computed by dividing the NAVD 88
 PN0071.geopotential number by the normal gravity value computed on the
 PN0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0071.degrees latitude (g = 980.6199 gals.).
 PN0071
 PN0071.The modeled gravity was interpolated from observed gravity values.
 PN0071
 PN0071;                    North         East    Units  Estimated Accuracy
 PN0071;SPC WI C     -    78,118.      757,508.      MT  (+/- 10 meters HH2 GPS)
 PN0071
 PN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1905130030(NAD 83)
 PN0071
 PN0071                          SUPERSEDED SURVEY CONTROL
 PN0071
 PN0071.No superseded survey control is available for this station.
 PN0071
 PN0071_MARKER: DB = BENCH MARK DISK
 PN0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0071_STAMPING: A 6 1930 590.281
 PN0071_MARK LOGO: CGS
 PN0071_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PN0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0071+STABILITY: SURFACE MOTION
 PN0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0071+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 PN0071
 PN0071  HISTORY     - Date     Condition        Report By
 PN0071  HISTORY     - 1930     MONUMENTED       CGS
 PN0071  HISTORY     - 1972     GOOD             NGS
 PN0071  HISTORY     - 1974     GOOD             NOS
 PN0071  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0071  HISTORY     - 19950504 GOOD             WI-009
 PN0071  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 PN0071  HISTORY     - 20050803 MARK NOT FOUND   WIDT
 PN0071
 PN0071                          STATION DESCRIPTION
 PN0071
 PN0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0071'AT GREEN BAY.
 PN0071'AT GREEN BAY, AT THE NORTHWEST CORNER OF THE CROSSING OF THE
 PN0071'CHICAGO AND NORTH WESTERN RAILWAY AND DOUSMAN STREET, 136 FEET
 PN0071'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RAILROAD STATION, 81.2
 PN0071'FEET WEST OF THE WEST RAIL OF THE NEAR TRACK, 47 FEET NORTH OF
 PN0071'THE NORTH CURB OF DOUSMAN STREET, 16 FEET WEST OF THE WEST EDGE OF
 PN0071'A CONCRETE DRIVE, IN THE STATION PARKING LOT, ABOUT LEVEL WITH
 PN0071'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 PN0071'INCH ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE MARK IS SUBJECT
 PN0071'TO VEHICLE TRAFFIC AND SHOULD BE USED WITH CAUTION.  THE 1972
 PN0071'OBSERVED ELEVATION IS ABOUT 1/2-FOOT LOWER THAN THE PUBLISHED
 PN0071'ELEVATION.
 PN0071
 PN0071                          STATION RECOVERY (1974)
 PN0071
 PN0071'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0071'RECOVERED IN GOOD CONDITION.
 PN0071
 PN0071                          STATION RECOVERY (1985)
 PN0071
 PN0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0071'MARK NOT FOUND.
 PN0071
 PN0071                          STATION RECOVERY (1995)
 PN0071
 PN0071'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1995
 PN0071'RECOVERED AS DESCRIBED.  MONUMENT MAY HAVE A SLIGHT LEAN.
 PN0071
 PN0071                          STATION RECOVERY (2002)
 PN0071
 PN0071'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0071'NOT FOUND.  THE RAILROAD STATION IS NOW OWNED BY TITLETOWN BREWING
 PN0071'COMPANY.  THE PARKING LOT WAS RESURFACED AND MAY HAVE COVERED THE
 PN0071'STATION.  THE WITNESS POST IS STILL ON LOCATION.
 PN0071
 PN0071                          STATION RECOVERY (2005)
 PN0071
 PN0071'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0071'NOT FOUND. ADD--THE DIMENSIONS FROM THE ORIGINAL DESCRIPTION LEAD TO
 PN0071'AN AREA WITHIN THE ASPHALT PARKING LOT OF TITLETOWN BREWING COMPANY,
 PN0071'--NOTE--THE WITNESS POST IS STILL PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0257 ***********************************************************************
 PO0257  DESIGNATION -  A 60
 PO0257  PID         -  PO0257
 PO0257  STATE/COUNTY-  WI/TREMPEALEAU
 PO0257  COUNTRY     -  US
 PO0257  USGS QUAD   -  WHITEHALL (2018)
 PO0257
 PO0257                         *CURRENT SURVEY CONTROL
 PO0257  ______________________________________________________________________
 PO0257* NAD 83(1986) POSITION- 44 22 05.     (N) 091 19 00.     (W)   SCALED
 PO0257* NAVD 88 ORTHO HEIGHT -   249.956 (meters)      820.06  (feet) ADJUSTED
 PO0257  ______________________________________________________________________
 PO0257  GEOID HEIGHT    -        -31.335 (meters)                     GEOID18
 PO0257  DYNAMIC HEIGHT  -        249.924 (meters)      819.96  (feet) COMP
 PO0257  MODELED GRAVITY -    980,485.4   (mgal)                       NAVD 88
 PO0257
 PO0257  VERT ORDER      -  SECOND    CLASS 0
 PO0257
 PO0257.The horizontal coordinates were scaled from a map and have
 PO0257.an estimated accuracy of +/- 6 seconds.
 PO0257
 PO0257.The orthometric height was determined by differential leveling and
 PO0257.adjusted by the NATIONAL GEODETIC SURVEY
 PO0257.in June 1991.
 PO0257
 PO0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0257.GEOID18 height accuracy estimate available here.
 PO0257
 PO0257.Click photographs - Photos may exist for this station.
 PO0257
 PO0257.The dynamic height is computed by dividing the NAVD 88
 PO0257.geopotential number by the normal gravity value computed on the
 PO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0257.degrees latitude (g = 980.6199 gals.).
 PO0257
 PO0257.The modeled gravity was interpolated from observed gravity values.
 PO0257
 PO0257;                    North         East    Units  Estimated Accuracy
 PO0257;SPC WI C     -    60,270.      495,060.      MT  (+/- 180 meters Scaled)
 PO0257
 PO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK341141(NAD 83)
 PO0257
 PO0257                          SUPERSEDED SURVEY CONTROL
 PO0257
 PO0257  NGVD 29 (??/??/92)  249.968  (m)          820.10   (f) ADJ UNCH    2 0
 PO0257
 PO0257.Superseded values are not recommended for survey control.
 PO0257
 PO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0257.See file dsdata.pdf to determine how the superseded data were derived.
 PO0257
 PO0257_MARKER: DB = BENCH MARK DISK
 PO0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0257_STAMPING: A 60 1934
 PO0257_MARK LOGO: CGS
 PO0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0257+STABILITY: SURFACE MOTION
 PO0257
 PO0257  HISTORY     - Date     Condition        Report By
 PO0257  HISTORY     - 1934     MONUMENTED       CGS
 PO0257  HISTORY     - 20031119 MARK NOT FOUND   WIDT
 PO0257
 PO0257                          STATION DESCRIPTION
 PO0257
 PO0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0257'IN WHITEHALL.
 PO0257'IN WHITEHALL AT THE GREEN BAY AND WESTERN RR DEPOT 15 FEET SOUTH
 PO0257'OF CENTER OF MAIN LINE TRACK 45 FEET WEST OF CENTER OF STREET
 PO0257'CROSSING 5 FEET FROM THE NORTHEAST CORNER OF RR PARK 200 FEET
 PO0257'EAST OF DEPOT 1 IN ABOVE THE GROUND
 PO0257
 PO0257                          STATION RECOVERY (2003)
 PO0257
 PO0257'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0257'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1261 ***********************************************************************
 RL1261  DESIGNATION -  A 61
 RL1261  PID         -  RL1261
 RL1261  STATE/COUNTY-  WI/VILAS
 RL1261  COUNTRY     -  US
 RL1261  USGS QUAD   -  CHANEY LAKE (2017)
 RL1261
 RL1261                         *CURRENT SURVEY CONTROL
 RL1261  ______________________________________________________________________
 RL1261* NAD 83(1986) POSITION- 46 16 27.6    (N) 089 53 33.5    (W)   HD_HELD2
 RL1261* NAVD 88 ORTHO HEIGHT -   507.261 (meters)     1664.24  (feet) ADJUSTED
 RL1261  ______________________________________________________________________
 RL1261  GEOID HEIGHT    -        -30.856 (meters)                     GEOID18
 RL1261  DYNAMIC HEIGHT  -        507.257 (meters)     1664.23  (feet) COMP
 RL1261  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 RL1261
 RL1261  VERT ORDER      -  SECOND    CLASS 0
 RL1261
 RL1261.The horizontal coordinates were established by autonomous hand held GPS
 RL1261.observations and have an estimated accuracy of +/- 10 meters.
 RL1261
 RL1261.The orthometric height was determined by differential leveling and
 RL1261.adjusted by the NATIONAL GEODETIC SURVEY
 RL1261.in June 1991.
 RL1261
 RL1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1261.GEOID18 height accuracy estimate available here.
 RL1261
 RL1261.Click photographs - Photos may exist for this station.
 RL1261
 RL1261.The dynamic height is computed by dividing the NAVD 88
 RL1261.geopotential number by the normal gravity value computed on the
 RL1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1261.degrees latitude (g = 980.6199 gals.).
 RL1261
 RL1261.The modeled gravity was interpolated from observed gravity values.
 RL1261
 RL1261;                    North         East    Units  Estimated Accuracy
 RL1261;SPC WI N     -   123,117.      608,275.      MT  (+/- 10 meters HH2 GPS)
 RL1261
 RL1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7712928595(NAD 83)
 RL1261
 RL1261                          SUPERSEDED SURVEY CONTROL
 RL1261
 RL1261  NGVD 29 (??/??/92)  507.251  (m)         1664.21   (f) ADJ UNCH    2 0
 RL1261
 RL1261.Superseded values are not recommended for survey control.
 RL1261
 RL1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1261.See file dsdata.pdf to determine how the superseded data were derived.
 RL1261
 RL1261_MARKER: DB = BENCH MARK DISK
 RL1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1261_STAMPING: A 61 1948
 RL1261_MARK LOGO: CGS
 RL1261_PROJECTION: PROJECTING 15 CENTIMETERS
 RL1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1261+STABILITY: SURFACE MOTION
 RL1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1261+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2017
 RL1261
 RL1261  HISTORY     - Date     Condition        Report By
 RL1261  HISTORY     - 1948     MONUMENTED       CGS
 RL1261  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1261  HISTORY     - 20050919 MARK NOT FOUND   WIDT
 RL1261  HISTORY     - 20170504 GOOD             WI-125
 RL1261
 RL1261                          STATION DESCRIPTION
 RL1261
 RL1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1261'4.7 MI N FROM WINCHESTER.
 RL1261'ABOUT 4.5 MILES NORTH AND NORTHEAST ALONG A COUNTY ROAD FROM
 RL1261'THE GRADE SCHOOL AT WINCHESTER, THENCE ABOUT 0.2 MILE NORTH
 RL1261'ALONG A PRIVATE ROAD ON THE PROPERTY OF MR. WILLIAM SELL, ABOUT
 RL1261'0.45 MILE SOUTHEAST OF AN IMITATION BRICK HOUSE, ABOUT 0.2
 RL1261'MILE NORTHWEST OF THE GATE AT PRIVATE PROPERTY ENTRANCE, 90
 RL1261'FEET NORTHWEST OF THE CENTER OF A CURVE WITH TANGENTS SOUTH
 RL1261'AND NORTHWEST, 35 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 RL1261'32 FEET WEST OF A 6-INCH SPRUCE TREE, 14 FEET EAST OF A 3 1/2
 RL1261'BY 2 1/2 BY 2 1/2-FOOT SURFACE BOULDER, ABOUT 3 FEET ABOVE
 RL1261'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL1261'INCHES.
 RL1261
 RL1261                          STATION RECOVERY (1996)
 RL1261
 RL1261'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1261'MARK NOT FOUND.
 RL1261
 RL1261                          STATION RECOVERY (2005)
 RL1261
 RL1261'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1261'MARK NOT FOUND.  UNABLE TO ACCESS AREA, ROADS TO STATION ARE NO LONGER
 RL1261'MAINTAINED, LOCAL PROPERTY OWNERS GROUP HAS A LOCKED GATE WITH POSTED
 RL1261'NO TRESPASSING SIGNS ACROSS THE ROAD LEADING INTO THE PROPERTY FROM
 RL1261'THE SOUTH, AND THE ROADS INTO THE AREA FROM THE NORTH ARE BLOCKED BY
 RL1261'DIRT BIRMS.
 RL1261
 RL1261                          STATION RECOVERY (2017)
 RL1261
 RL1261'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2017 (ARJ)
 RL1261'FOUND MARK IN GOOD CONDITION - BOULDER STILL IN PLACE.  SPRUCE IS
 RL1261'GONE.  35 FT NORTHEAST OF ROAD CENTERLINE.  SEE VILAS CO MAPPING
 RL1261'WEBSITE FOR MORE DETAILS.  HAVE FOUND GATE OPENED AND LOCKED AT TIMES.
 RL1261'LOCATION IS ACCESSIBLE ON FOOT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL0944 ***********************************************************************
 RL0944  DESIGNATION -  A 62
 RL0944  PID         -  RL0944
 RL0944  STATE/COUNTY-  WI/VILAS
 RL0944  COUNTRY     -  US
 RL0944  USGS QUAD   -  LAND O' LAKES (2018)
 RL0944
 RL0944                         *CURRENT SURVEY CONTROL
 RL0944  ______________________________________________________________________
 RL0944* NAD 83(1986) POSITION- 46 08 58.     (N) 089 12 21.     (W)   SCALED
 RL0944* NAVD 88 ORTHO HEIGHT -   519.988 (meters)     1705.99  (feet) ADJUSTED
 RL0944  ______________________________________________________________________
 RL0944  GEOID HEIGHT    -        -31.397 (meters)                     GEOID18
 RL0944  DYNAMIC HEIGHT  -        519.984 (meters)     1705.98  (feet) COMP
 RL0944  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 RL0944
 RL0944  VERT ORDER      -  SECOND    CLASS 0
 RL0944
 RL0944.This mark is at Kings Land O Lakes Airport (LNL)
 RL0944
 RL0944.The horizontal coordinates were scaled from a map and have
 RL0944.an estimated accuracy of +/- 6 seconds.
 RL0944
 RL0944.The orthometric height was determined by differential leveling and
 RL0944.adjusted by the NATIONAL GEODETIC SURVEY
 RL0944.in June 1991.
 RL0944
 RL0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0944.GEOID18 height accuracy estimate available here.
 RL0944
 RL0944.Click photographs - Photos may exist for this station.
 RL0944
 RL0944.The dynamic height is computed by dividing the NAVD 88
 RL0944.geopotential number by the normal gravity value computed on the
 RL0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0944.degrees latitude (g = 980.6199 gals.).
 RL0944
 RL0944.The modeled gravity was interpolated from observed gravity values.
 RL0944
 RL0944;                    North         East    Units  Estimated Accuracy
 RL0944;SPC WI N     -   109,540.      661,350.      MT  (+/- 180 meters Scaled)
 RL0944
 RL0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS296130(NAD 83)
 RL0944
 RL0944                          SUPERSEDED SURVEY CONTROL
 RL0944
 RL0944  NGVD 29 (??/??/92)  520.003  (m)         1706.04   (f) ADJ UNCH    2 0
 RL0944
 RL0944.Superseded values are not recommended for survey control.
 RL0944
 RL0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0944.See file dsdata.pdf to determine how the superseded data were derived.
 RL0944
 RL0944_MARKER: DB = BENCH MARK DISK
 RL0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0944_STAMPING: A 62 1948
 RL0944_MARK LOGO: CGS
 RL0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0944+STABILITY: SURFACE MOTION
 RL0944
 RL0944  HISTORY     - Date     Condition        Report By
 RL0944  HISTORY     - 1948     MONUMENTED       CGS
 RL0944  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0944  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 RL0944  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0944  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0944
 RL0944                          STATION DESCRIPTION
 RL0944
 RL0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0944'0.7 MI S FROM LAND O LAKES.
 RL0944'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM ITS INTERSECTION
 RL0944'WITH THE MICHIGAN-WISCONSIN STATE LINE AT LAND O LAKES, AT THE
 RL0944'SOUTHEAST END OF THE SOUTHEAST-NORTHWEST RUNWAY OF THE KINGS
 RL0944'GATEWAY AIRPORT, AND IN LINE WITH THE NORTHEAST EDGE OF THE
 RL0944'AIRPORT, 82 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 RL0944'14 FEET WEST OF THE EAST EDGE OF A DIRT BANK, ABOUT 3 FEET
 RL0944'ABOVE THE HIGHWAY, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE
 RL0944'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RL0944
 RL0944                          STATION RECOVERY (1978)
 RL0944
 RL0944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0944'MARK NOT FOUND.
 RL0944
 RL0944                          STATION RECOVERY (1996)
 RL0944
 RL0944'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0944'MARK NOT FOUND.
 RL0944
 RL0944                          STATION RECOVERY (2002)
 RL0944
 RL0944'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0944'MARK NOT FOUND.
 RL0944
 RL0944                          STATION RECOVERY (2005)
 RL0944
 RL0944'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0944'MARK NOT FOUND.  ADD-THERE HAS BEEN A CONSIDERABLE AMOUNT OF UTILITY
 RL0944'WORK AND REGRADING OF THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1074 ***********************************************************************
 RL1074  DESIGNATION -  A 63
 RL1074  PID         -  RL1074
 RL1074  STATE/COUNTY-  WI/VILAS
 RL1074  COUNTRY     -  US
 RL1074  USGS QUAD   -  PIONEER LAKE (2018)
 RL1074
 RL1074                         *CURRENT SURVEY CONTROL
 RL1074  ______________________________________________________________________
 RL1074* NAD 83(1986) POSITION- 46 01 20.     (N) 089 09 23.     (W)   SCALED
 RL1074* NAVD 88 ORTHO HEIGHT -   545.159 (meters)     1788.58  (feet) ADJUSTED
 RL1074  ______________________________________________________________________
 RL1074  GEOID HEIGHT    -        -31.620 (meters)                     GEOID18
 RL1074  DYNAMIC HEIGHT  -        545.148 (meters)     1788.54  (feet) COMP
 RL1074  MODELED GRAVITY -    980,577.5   (mgal)                       NAVD 88
 RL1074
 RL1074  VERT ORDER      -  SECOND    CLASS 0
 RL1074
 RL1074.The horizontal coordinates were scaled from a map and have
 RL1074.an estimated accuracy of +/- 6 seconds.
 RL1074
 RL1074.The orthometric height was determined by differential leveling and
 RL1074.adjusted by the NATIONAL GEODETIC SURVEY
 RL1074.in June 1991.
 RL1074
 RL1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1074.GEOID18 height accuracy estimate available here.
 RL1074
 RL1074.Click photographs - Photos may exist for this station.
 RL1074
 RL1074.The dynamic height is computed by dividing the NAVD 88
 RL1074.geopotential number by the normal gravity value computed on the
 RL1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1074.degrees latitude (g = 980.6199 gals.).
 RL1074
 RL1074.The modeled gravity was interpolated from observed gravity values.
 RL1074
 RL1074;                    North         East    Units  Estimated Accuracy
 RL1074;SPC WI N     -    95,440.      665,320.      MT  (+/- 180 meters Scaled)
 RL1074
 RL1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR330987(NAD 83)
 RL1074
 RL1074                          SUPERSEDED SURVEY CONTROL
 RL1074
 RL1074  NGVD 29 (??/??/92)  545.160  (m)         1788.58   (f) ADJ UNCH    2 0
 RL1074
 RL1074.Superseded values are not recommended for survey control.
 RL1074
 RL1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1074.See file dsdata.pdf to determine how the superseded data were derived.
 RL1074
 RL1074_MARKER: DB = BENCH MARK DISK
 RL1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1074_STAMPING: A 63 1948
 RL1074_MARK LOGO: CGS
 RL1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1074+STABILITY: SURFACE MOTION
 RL1074
 RL1074  HISTORY     - Date     Condition        Report By
 RL1074  HISTORY     - 1948     MONUMENTED       CGS
 RL1074  HISTORY     - 19970628 GOOD             USPSQD
 RL1074  HISTORY     - 20040424 MARK NOT FOUND   JCLS
 RL1074  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL1074
 RL1074                          STATION DESCRIPTION
 RL1074
 RL1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1074'5 MI SW FROM PHELPS.
 RL1074'ABOUT 5.05 MILES SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE
 RL1074'PHELPS STATE BANK BUILDING AT PHELPS, ON THE OUTSIDE OF A LONG
 RL1074'CURVE, AT THE EAST EDGE OF AN OLD ROAD BED, ABOUT 1.2 MILES
 RL1074'SOUTHWEST OF TWIN LAKE BIBLE CHURCH, ABOUT 90 YARDS NORTHEAST
 RL1074'OF THE TOP OF A GRADE AND A SMALL ROADSIDE PARK, 56 FEET SOUTHEAST
 RL1074'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST-SOUTHEAST OF
 RL1074'TELEPHONE POLE NO. 321 FROM WHICH LINE CROSSES HIGHWAY, 2 FEET
 RL1074'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL1074'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL1074
 RL1074                          STATION RECOVERY (1997)
 RL1074
 RL1074'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1074'RECOVERED IN GOOD CONDITION.
 RL1074
 RL1074                          STATION RECOVERY (2004)
 RL1074
 RL1074'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 RL1074'MARK NOT FOUND.
 RL1074
 RL1074                          STATION RECOVERY (2005)
 RL1074
 RL1074'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1074'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT, BUT
 RL1074'NO EVIDENCE OF THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL0444 ***********************************************************************
 RL0444  DESIGNATION -  A 64
 RL0444  PID         -  RL0444
 RL0444  STATE/COUNTY-  WI/VILAS
 RL0444  COUNTRY     -  US
 RL0444  USGS QUAD   -  SMOKY LAKE (2017)
 RL0444
 RL0444                         *CURRENT SURVEY CONTROL
 RL0444  ______________________________________________________________________
 RL0444* NAD 83(1986) POSITION- 46 01 52.     (N) 088 56 21.     (W)   SCALED
 RL0444* NAVD 88 ORTHO HEIGHT -   509.112 (meters)     1670.31  (feet) ADJUSTED
 RL0444  ______________________________________________________________________
 RL0444  GEOID HEIGHT    -        -31.797 (meters)                     GEOID18
 RL0444  DYNAMIC HEIGHT  -        509.109 (meters)     1670.30  (feet) COMP
 RL0444  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 RL0444
 RL0444  VERT ORDER      -  SECOND    CLASS 0
 RL0444
 RL0444.The horizontal coordinates were scaled from a map and have
 RL0444.an estimated accuracy of +/- 6 seconds.
 RL0444
 RL0444.The orthometric height was determined by differential leveling and
 RL0444.adjusted by the NATIONAL GEODETIC SURVEY
 RL0444.in June 1991.
 RL0444
 RL0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0444.GEOID18 height accuracy estimate available here.
 RL0444
 RL0444.Click photographs - Photos may exist for this station.
 RL0444
 RL0444.The dynamic height is computed by dividing the NAVD 88
 RL0444.geopotential number by the normal gravity value computed on the
 RL0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0444.degrees latitude (g = 980.6199 gals.).
 RL0444
 RL0444.The modeled gravity was interpolated from observed gravity values.
 RL0444
 RL0444;                    North         East    Units  Estimated Accuracy
 RL0444;SPC WI N     -    96,630.      682,120.      MT  (+/- 180 meters Scaled)
 RL0444
 RL0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR499993(NAD 83)
 RL0444
 RL0444                          SUPERSEDED SURVEY CONTROL
 RL0444
 RL0444  NGVD 29 (??/??/92)  509.116  (m)         1670.32   (f) ADJ UNCH    2 0
 RL0444
 RL0444.Superseded values are not recommended for survey control.
 RL0444
 RL0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0444.See file dsdata.pdf to determine how the superseded data were derived.
 RL0444
 RL0444_MARKER: DB = BENCH MARK DISK
 RL0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0444_STAMPING: A 64 1948
 RL0444_MARK LOGO: CGS
 RL0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0444+STABILITY: SURFACE MOTION
 RL0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0444+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 RL0444
 RL0444  HISTORY     - Date     Condition        Report By
 RL0444  HISTORY     - 1948     MONUMENTED       CGS
 RL0444  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0444  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0444  HISTORY     - 20050422 GOOD             JCLS
 RL0444  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0444
 RL0444                          STATION DESCRIPTION
 RL0444
 RL0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0444'6.8 MI W FROM NELMA.
 RL0444'6.8 MILES WEST ALONG COUNTY ROAD D FROM ITS JUNCTION WITH STATE
 RL0444'HIGHWAY 55 AT NELMA, ABOUT 4.55 MILES WEST OF ELVOY SCHOOL, ABOUT
 RL0444'0.45 MILE SOUTHEAST OF A POWER LINE CROSSING AND A 4-FOOT
 RL0444'CORRUGATED PIPE CULVERT FOR A CREEK, 20.5 FEET SOUTH OF THE
 RL0444'CENTER LINE OF THE ROAD, 232 FEET SOUTHEAST OF THE CENTER OF
 RL0444'THE JUNCTION OF A ROAD LEADING SOUTH, 14 FEET NORTHWEST OF
 RL0444'THE CENTER LINE OF A DIM TRAIL SOUTHWEST, 4.5 FEET WEST OF A
 RL0444'WOODEN POST MARKED AP 3 636, 2 FEET SOUTHWEST OF A WHITE WOODEN
 RL0444'WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 RL0444'CONCRETE POST PROJECTING 4 INCHES.
 RL0444
 RL0444                          STATION RECOVERY (1978)
 RL0444
 RL0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0444'MARK NOT FOUND.
 RL0444
 RL0444                          STATION RECOVERY (2002)
 RL0444
 RL0444'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0444'MARK NOT FOUND.
 RL0444
 RL0444                          STATION RECOVERY (2005)
 RL0444
 RL0444'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 RL0444'RECOVERED IN GOOD CONDITION.
 RL0444
 RL0444                          STATION RECOVERY (2005)
 RL0444
 RL0444'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0444'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES PLACE THE APPROXIMATE
 RL0444'LOCATION OF THE STATION UNDER A LARGE PILE OF TREE STUMPS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1132 ***********************************************************************
 RL1132  DESIGNATION -  A 65
 RL1132  PID         -  RL1132
 RL1132  STATE/COUNTY-  WI/VILAS
 RL1132  COUNTRY     -  US
 RL1132  USGS QUAD   -  WINCHESTER (2018)
 RL1132
 RL1132                         *CURRENT SURVEY CONTROL
 RL1132  ______________________________________________________________________
 RL1132* NAD 83(1986) POSITION- 46 13 44.12   (N) 089 54 04.29   (W)   HD_HELD1
 RL1132* NAVD 88 ORTHO HEIGHT -   497.009 (meters)     1630.60  (feet) ADJUSTED
 RL1132  ______________________________________________________________________
 RL1132  GEOID HEIGHT    -        -30.804 (meters)                     GEOID18
 RL1132  DYNAMIC HEIGHT  -        497.006 (meters)     1630.59  (feet) COMP
 RL1132  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 RL1132
 RL1132  VERT ORDER      -  SECOND    CLASS 0
 RL1132
 RL1132.The horizontal coordinates were determined by differentially corrected
 RL1132.hand held GPS observations or other comparable positioning techniques
 RL1132.and have an estimated accuracy of +/- 3 meters.
 RL1132
 RL1132.The orthometric height was determined by differential leveling and
 RL1132.adjusted by the NATIONAL GEODETIC SURVEY
 RL1132.in June 1991.
 RL1132
 RL1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1132.GEOID18 height accuracy estimate available here.
 RL1132
 RL1132.Click photographs - Photos may exist for this station.
 RL1132
 RL1132.The dynamic height is computed by dividing the NAVD 88
 RL1132.geopotential number by the normal gravity value computed on the
 RL1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1132.degrees latitude (g = 980.6199 gals.).
 RL1132
 RL1132.The modeled gravity was interpolated from observed gravity values.
 RL1132
 RL1132;                    North         East    Units  Estimated Accuracy
 RL1132;SPC WI N     -   118,068.7     607,622.0     MT  (+/- 3 meters HH1 GPS) 
 RL1132
 RL1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7628623574(NAD 83)
 RL1132
 RL1132                          SUPERSEDED SURVEY CONTROL
 RL1132
 RL1132  NGVD 29 (??/??/92)  497.000  (m)         1630.57   (f) ADJ UNCH    2 0
 RL1132
 RL1132.Superseded values are not recommended for survey control.
 RL1132
 RL1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1132.See file dsdata.pdf to determine how the superseded data were derived.
 RL1132
 RL1132_MARKER: DD = SURVEY DISK
 RL1132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1132_SP_SET: BRIDGE
 RL1132_STAMPING: A 65 1948
 RL1132_MARK LOGO: WIPSC
 RL1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1132+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2013
 RL1132
 RL1132  HISTORY     - Date     Condition        Report By
 RL1132  HISTORY     - 1948     MONUMENTED       WIPSC
 RL1132  HISTORY     - 1948     GOOD             CGS
 RL1132  HISTORY     - 20050914 GOOD             WIDT
 RL1132  HISTORY     - 20131028 GOOD             WI-125
 RL1132
 RL1132                          STATION DESCRIPTION
 RL1132
 RL1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1132'0.6 MI N FROM WINCHESTER.
 RL1132'ABOUT 0.65 MILE NORTH ALONG A BLACK TOP ROAD FROM THE GRADE
 RL1132'SCHOOL AT WINCHESTER, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF
 RL1132'A BLACK TOP ROAD EAST, SET IN THE TOP OF THE CENTER OF THE WEST
 RL1132'HEAD WALL OF A 10-FOOT CONCRETE BRIDGE, 10 FEET WEST OF AND ABOUT
 RL1132'1/2 FOOT ABOVE THE CENTER LINE OF THE ROAD.  NOTE-- FOUND
 RL1132'UNSTAMPED AND ASSIGNED OUT NEXT DESIGNATION.
 RL1132
 RL1132                          STATION RECOVERY (2005)
 RL1132
 RL1132'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1132'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 22.9 M NORTH OF THE
 RL1132'JUNCTION OF TOWN SITE ROAD AND BRUETTE ROAD, THE DISK IS A PUBLIC
 RL1132'SERVICE COMMISSION OF WISCONSIN BENCHMARK STAMPED
 RL1132'--USCGS-A 65-1948--.
 RL1132'
 RL1132
 RL1132                          STATION RECOVERY (2013)
 RL1132
 RL1132'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2013 (ARJ)
 RL1132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0291 ***********************************************************************
 QL0291  DESIGNATION -  A 7
 QL0291  PID         -  QL0291
 QL0291  STATE/COUNTY-  WI/MARINETTE
 QL0291  COUNTRY     -  US
 QL0291  USGS QUAD   -  MARINETTE WEST (2018)
 QL0291
 QL0291                         *CURRENT SURVEY CONTROL
 QL0291  ______________________________________________________________________
 QL0291* NAD 83(1986) POSITION- 45 04 18.     (N) 087 40 46.     (W)   SCALED
 QL0291* NAVD 88 ORTHO HEIGHT -   186.867 (meters)      613.08  (feet) ADJUSTED
 QL0291  ______________________________________________________________________
 QL0291  GEOID HEIGHT    -        -36.852 (meters)                     GEOID18
 QL0291  DYNAMIC HEIGHT  -        186.849 (meters)      613.02  (feet) COMP
 QL0291  MODELED GRAVITY -    980,520.2   (mgal)                       NAVD 88
 QL0291
 QL0291  VERT ORDER      -  FIRST     CLASS II
 QL0291
 QL0291.The horizontal coordinates were scaled from a map and have
 QL0291.an estimated accuracy of +/- 6 seconds.
 QL0291
 QL0291.The orthometric height was determined by differential leveling and
 QL0291.adjusted by the NATIONAL GEODETIC SURVEY
 QL0291.in June 1991.
 QL0291
 QL0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0291.GEOID18 height accuracy estimate available here.
 QL0291
 QL0291.Click photographs - Photos may exist for this station.
 QL0291
 QL0291.The dynamic height is computed by dividing the NAVD 88
 QL0291.geopotential number by the normal gravity value computed on the
 QL0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0291.degrees latitude (g = 980.6199 gals.).
 QL0291
 QL0291.The modeled gravity was interpolated from observed gravity values.
 QL0291
 QL0291;                    North         East    Units  Estimated Accuracy
 QL0291;SPC WI C     -   140,210.      782,710.      MT  (+/- 180 meters Scaled)
 QL0291
 QL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ465911(NAD 83)
 QL0291
 QL0291                          SUPERSEDED SURVEY CONTROL
 QL0291
 QL0291  NGVD 29 (??/??/92)  186.894  (m)          613.17   (f) ADJ UNCH    1 2
 QL0291
 QL0291.Superseded values are not recommended for survey control.
 QL0291
 QL0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0291.See file dsdata.pdf to determine how the superseded data were derived.
 QL0291
 QL0291_MARKER: DB = BENCH MARK DISK
 QL0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0291_STAMPING: 613.168 A 7 1930
 QL0291_MARK LOGO: CGS
 QL0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0291+STABILITY: SURFACE MOTION
 QL0291
 QL0291  HISTORY     - Date     Condition        Report By
 QL0291  HISTORY     - 1930     MONUMENTED       CGS
 QL0291  HISTORY     - 1958     MARK NOT FOUND   CGS
 QL0291  HISTORY     - 1972     MARK NOT FOUND   NGS
 QL0291  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0291  HISTORY     - 20051209 MARK NOT FOUND   WIDT
 QL0291
 QL0291                          STATION DESCRIPTION
 QL0291
 QL0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QL0291'2.9 MI S FROM MARINETTE.
 QL0291'2.9 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QL0291'THE STATION AT MARINETTE, MARINETTE COUNTY, 0.3 MILE SOUTH OF
 QL0291'CULVERT 83, 0.1 MILE NORTH OF MILEPOST GB 46, 42 FEET EAST OF
 QL0291'THE CENTERLINE OF U.S. HIGHWAY 41, 38 FEET WEST OF THE TRACK,
 QL0291'AND 9 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 QL0291'STAMPED 613.168 A 7 1930 AND SET IN THE TOP OF A CONCRETE POST.
 QL0291
 QL0291                          STATION RECOVERY (1972)
 QL0291
 QL0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0291'MARK NOT FOUND.
 QL0291
 QL0291                          STATION RECOVERY (1990)
 QL0291
 QL0291'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0291'MARK NOT FOUND.
 QL0291
 QL0291                          STATION RECOVERY (2005)
 QL0291
 QL0291'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0291'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES PLACE THE STATION IN THE
 QL0291'NORTHBOUND LANE OF US HIGHWAY 41 AND WAS MOST LIKELY REMOVED WHEN THE
 QL0291'HIGHWAY WAS EXPANDED TO FOUR LANES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0183 ***********************************************************************
 ON0183  DESIGNATION -  A 79
 ON0183  PID         -  ON0183
 ON0183  STATE/COUNTY-  WI/VERNON
 ON0183  COUNTRY     -  US
 ON0183  USGS QUAD   -  STODDARD (2018)
 ON0183
 ON0183                         *CURRENT SURVEY CONTROL
 ON0183  ______________________________________________________________________
 ON0183* NAD 83(1986) POSITION- 43 39 40.     (N) 091 13 13.     (W)   SCALED
 ON0183* NAVD 88 ORTHO HEIGHT -   196.704 (meters)      645.35  (feet) ADJUSTED
 ON0183  ______________________________________________________________________
 ON0183  GEOID HEIGHT    -        -31.716 (meters)                     GEOID18
 ON0183  DYNAMIC HEIGHT  -        196.662 (meters)      645.22  (feet) COMP
 ON0183  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 ON0183
 ON0183  VERT ORDER      -  FIRST     CLASS I
 ON0183
 ON0183.The horizontal coordinates were scaled from a map and have
 ON0183.an estimated accuracy of +/- 6 seconds.
 ON0183
 ON0183.The orthometric height was determined by differential leveling and
 ON0183.adjusted by the NATIONAL GEODETIC SURVEY
 ON0183.in June 1991.
 ON0183
 ON0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0183.GEOID18 height accuracy estimate available here.
 ON0183
 ON0183.Click photographs - Photos may exist for this station.
 ON0183
 ON0183.The dynamic height is computed by dividing the NAVD 88
 ON0183.geopotential number by the normal gravity value computed on the
 ON0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0183.degrees latitude (g = 980.6199 gals.).
 ON0183
 ON0183.The modeled gravity was interpolated from observed gravity values.
 ON0183
 ON0183;                    North         East    Units  Estimated Accuracy
 ON0183;SPC WI S     -   185,260.      501,580.      MT  (+/- 180 meters Scaled)
 ON0183
 ON0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ434357(NAD 83)
 ON0183
 ON0183                          SUPERSEDED SURVEY CONTROL
 ON0183
 ON0183  NGVD 29 (??/??/92)  196.717  (m)          645.40   (f) ADJ UNCH    1 1
 ON0183
 ON0183.Superseded values are not recommended for survey control.
 ON0183
 ON0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0183.See file dsdata.pdf to determine how the superseded data were derived.
 ON0183
 ON0183_MARKER: DB = BENCH MARK DISK
 ON0183_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON0183_SP_SET: SWITCH STAND FOUNDATION
 ON0183_STAMPING: A 79 1934
 ON0183_MARK LOGO: CGS
 ON0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0183+STABILITY: SURFACE MOTION
 ON0183
 ON0183  HISTORY     - Date     Condition        Report By
 ON0183  HISTORY     - 1934     MONUMENTED       CGS
 ON0183  HISTORY     - 1970     GOOD             NGS
 ON0183
 ON0183                          STATION DESCRIPTION
 ON0183
 ON0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0183'0.2 MI SW FROM STODDARD.
 ON0183'ABOUT 0.1 MILE WEST ALONG CENTER STREET FROM THE POST OFFICE
 ON0183'AT STODDARD, THENCE 0.05 MILE SOUTH ALONG THE BURLINGTON NORTHERN
 ON0183'RAILROAD, 6.8 FEET WEST OF THE WEST RAIL OF THE WEST SET OF
 ON0183'MAIN TRACKS, 311 FEET SOUTH OF THE CENTER LINE OF CENTER STREET,
 ON0183'SET IN THE TOP AND NEAR THE CENTER OF A 24- X 38-INCH CONCRETE
 ON0183'FOUNDATION FOR AN ABANDONED SWITCH STAND, 39.3 FEET WEST-NORTHWEST
 ON0183'AND ACROSS 2 TRACKS FROM THE CENTER OF A CONCRETE BATTERY
 ON0183'WELL, 38.8 FEET SOUTHEAST AND ACROSS A SIDETRACK FROM THE
 ON0183'SOUTHEAST CORNER OF A TOOL SHED, 7.6 FEET EAST OF THE EAST RAIL
 ON0183'OF A SIDETRACK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 ON0183'SEC 28, T 14N, R 7W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0032 ***********************************************************************
 PO0032  DESIGNATION -  A 8
 PO0032  PID         -  PO0032
 PO0032  STATE/COUNTY-  WI/WOOD
 PO0032  COUNTRY     -  US
 PO0032  USGS QUAD   -  ARPIN (2018)
 PO0032
 PO0032                         *CURRENT SURVEY CONTROL
 PO0032  ______________________________________________________________________
 PO0032* NAD 83(1986) POSITION- 44 32 26.2    (N) 090 02 04.6    (W)   HD_HELD2
 PO0032* NAVD 88 ORTHO HEIGHT -   352.478 (meters)     1156.42  (feet) ADJUSTED
 PO0032  ______________________________________________________________________
 PO0032  GEOID HEIGHT    -        -34.545 (meters)                     GEOID18
 PO0032  DYNAMIC HEIGHT  -        352.422 (meters)     1156.24  (feet) COMP
 PO0032  MODELED GRAVITY -    980,449.2   (mgal)                       NAVD 88
 PO0032
 PO0032  VERT ORDER      -  FIRST     CLASS II
 PO0032
 PO0032.The horizontal coordinates were established by autonomous hand held GPS
 PO0032.observations and have an estimated accuracy of +/- 10 meters.
 PO0032
 PO0032.The orthometric height was determined by differential leveling and
 PO0032.adjusted by the NATIONAL GEODETIC SURVEY
 PO0032.in June 1991.
 PO0032
 PO0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0032.GEOID18 height accuracy estimate available here.
 PO0032
 PO0032.Click photographs - Photos may exist for this station.
 PO0032
 PO0032.The dynamic height is computed by dividing the NAVD 88
 PO0032.geopotential number by the normal gravity value computed on the
 PO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0032.degrees latitude (g = 980.6199 gals.).
 PO0032
 PO0032.The modeled gravity was interpolated from observed gravity values.
 PO0032
 PO0032;                    North         East    Units  Estimated Accuracy
 PO0032;SPC WI C     -    78,592.      597,249.      MT  (+/- 10 meters HH2 GPS)
 PO0032
 PO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3557936198(NAD 83)
 PO0032
 PO0032                          SUPERSEDED SURVEY CONTROL
 PO0032
 PO0032  NGVD 29 (??/??/92)  352.497  (m)         1156.48   (f) ADJ UNCH    1 2
 PO0032
 PO0032.Superseded values are not recommended for survey control.
 PO0032
 PO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0032.See file dsdata.pdf to determine how the superseded data were derived.
 PO0032
 PO0032_MARKER: DB = BENCH MARK DISK
 PO0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0032_STAMPING: A 8 1930
 PO0032_MARK LOGO: CGS
 PO0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0032+STABILITY: SURFACE MOTION
 PO0032
 PO0032  HISTORY     - Date     Condition        Report By
 PO0032  HISTORY     - 1930     MONUMENTED       CGS
 PO0032  HISTORY     - 1934     GOOD             CGS
 PO0032  HISTORY     - 20031022 MARK NOT FOUND   WIDT
 PO0032
 PO0032                          STATION DESCRIPTION
 PO0032
 PO0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PO0032'AT ARPIN.
 PO0032'ON THE CHICAGO AND NORTHWESTERN RAILROAD, 155 FEET SOUTH OF
 PO0032'THE STATION AT ARPIN, 35 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 PO0032'LEADING THRU TOWN, 36 FEET NORTH OF TOOL SHED, 16 FEET EAST
 PO0032'OF THE EAST AND NEAREST RAIL, SET IN TOP OF STANDARD CONCRETE
 PO0032'MARK.
 PO0032
 PO0032                          STATION RECOVERY (1934)
 PO0032
 PO0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PO0032'RECOVERED IN GOOD CONDITION.
 PO0032
 PO0032                          STATION RECOVERY (2003)
 PO0032
 PO0032'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0170 ***********************************************************************
 ON0170  DESIGNATION -  A 80
 ON0170  PID         -  ON0170
 ON0170  STATE/COUNTY-  WI/VERNON
 ON0170  COUNTRY     -  US
 ON0170  USGS QUAD   -  VIROQUA (2018)
 ON0170
 ON0170                         *CURRENT SURVEY CONTROL
 ON0170  ______________________________________________________________________
 ON0170* NAD 83(1986) POSITION- 43 30 37.89   (N) 090 52 43.28   (W)   HD_HELD1
 ON0170* NAVD 88 ORTHO HEIGHT -   407.907 (meters)     1338.27  (feet) ADJUSTED
 ON0170  ______________________________________________________________________
 ON0170  GEOID HEIGHT    -        -32.763 (meters)                     GEOID18
 ON0170  DYNAMIC HEIGHT  -        407.806 (meters)     1337.94  (feet) COMP
 ON0170  MODELED GRAVITY -    980,359.1   (mgal)                       NAVD 88
 ON0170
 ON0170  VERT ORDER      -  SECOND    CLASS I
 ON0170
 ON0170.The horizontal coordinates were determined by differentially corrected
 ON0170.hand held GPS observations or other comparable positioning techniques
 ON0170.and have an estimated accuracy of +/- 3 meters.
 ON0170
 ON0170.The orthometric height was determined by differential leveling and
 ON0170.adjusted by the NATIONAL GEODETIC SURVEY
 ON0170.in November 2016.
 ON0170
 ON0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0170.GEOID18 height accuracy estimate available here.
 ON0170
 ON0170.Click photographs - Photos may exist for this station.
 ON0170
 ON0170.The dynamic height is computed by dividing the NAVD 88
 ON0170.geopotential number by the normal gravity value computed on the
 ON0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0170.degrees latitude (g = 980.6199 gals.).
 ON0170
 ON0170.The modeled gravity was interpolated from observed gravity values.
 ON0170
 ON0170;                    North         East    Units  Estimated Accuracy
 ON0170;SPC WI S     -   168,179.6     528,952.9     MT  (+/- 3 meters HH1 GPS) 
 ON0170
 ON0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7146819696(NAD 83)
 ON0170
 ON0170                          SUPERSEDED SURVEY CONTROL
 ON0170
 ON0170  NAVD 88 (06/15/91)  407.876  (m)         1338.17   (f) SUPERSEDED  2 0
 ON0170  NGVD 29 (??/??/92)  407.896  (m)         1338.24   (f) ADJ UNCH    2 0
 ON0170
 ON0170.Superseded values are not recommended for survey control.
 ON0170
 ON0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0170.See file dsdata.pdf to determine how the superseded data were derived.
 ON0170
 ON0170_MARKER: DB = BENCH MARK DISK
 ON0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0170_STAMPING: A 80 1934
 ON0170_MARK LOGO: CGS
 ON0170_PROJECTION: PROJECTING 10 CENTIMETERS
 ON0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0170+STABILITY: SURFACE MOTION
 ON0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0170+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2015
 ON0170
 ON0170  HISTORY     - Date     Condition        Report By
 ON0170  HISTORY     - 1934     MONUMENTED       CGS
 ON0170  HISTORY     - 20151020 GOOD             WIDT
 ON0170
 ON0170                          STATION DESCRIPTION
 ON0170
 ON0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0170'4.2 MI SE FROM VIROQUA.
 ON0170'4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE CHICAGO,
 ON0170'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT VIROQUA,
 ON0170'VERNON COUNTY, AT THE NORTHWEST CORNER OF A SMALL TRIANGULAR
 ON0170'PARK, BETWEEN U.S. HIGHWAY 14 AND STATE HIGHWAY 27, 42 FEET
 ON0170'EAST OF THE CENTERLINE OF STATE HIGHWAY 27, 42 FEET SOUTH OF
 ON0170'THE CENTERLINE OF U.S. HIGHWAY 14, ABOUT 3-1/2 FEET HIGHER THAN
 ON0170'THE ROADWAY, AND SET IN THE TOP OF A CONCRETE POST.
 ON0170
 ON0170                          STATION RECOVERY (2015)
 ON0170
 ON0170'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 ON0170'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF
 ON0170'RISING SUN, 7.3 MI (11.7 KM) NORTHWEST OF READS TOWN AND 3.2 MI (5.1
 ON0170'KM) SOUTH OF VIROQUA.
 ON0170'
 ON0170'TO REACH THE MARK GO 15.4 M (50.5 FT) EAST-SOUTHEAST OF THE CENTER OF
 ON0170'STATE HIGHWAY 27 AND STATE HIGHWAY 82, 70 M (229.7 FT) NORTH-NORTHEAST
 ON0170'OF THE CENTER OF COUNTY HIGHWAY J SOUTH.
 ON0170'
 ON0170'THE MARK IS LOCATED APPROXIMATELY 20 M (65.6 FT) WEST OF A RAILROAD
 ON0170'CABOOSE TRAIN CAR POSITIONED ALONG A TREE LINE, 14.3 M (46.9 FT)
 ON0170'NORTHEAST OF A WOODEN UTILITY POLE -2F17R1- AND ABOUT 0.5 M (1.6 FT)
 ON0170'NORTH OF A 24 INCH (61 CM) ARMILLARY SPHERE SUNDIA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0094 ***********************************************************************
 ON0094  DESIGNATION -  A 81
 ON0094  PID         -  ON0094
 ON0094  STATE/COUNTY-  WI/IOWA
 ON0094  COUNTRY     -  US
 ON0094  USGS QUAD   -  LONE ROCK (2018)
 ON0094
 ON0094                         *CURRENT SURVEY CONTROL
 ON0094  ______________________________________________________________________
 ON0094* NAD 83(1986) POSITION- 43 08 51.21   (N) 090 12 22.69   (W)   HD_HELD1
 ON0094* NAVD 88 ORTHO HEIGHT -   216.166 (meters)      709.20  (feet) ADJUSTED
 ON0094  ______________________________________________________________________
 ON0094  GEOID HEIGHT    -        -33.969 (meters)                     GEOID18
 ON0094  DYNAMIC HEIGHT  -        216.108 (meters)      709.01  (feet) COMP
 ON0094  MODELED GRAVITY -    980,349.0   (mgal)                       NAVD 88
 ON0094
 ON0094  VERT ORDER      -  SECOND    CLASS 0
 ON0094
 ON0094.The horizontal coordinates were determined by differentially corrected
 ON0094.hand held GPS observations or other comparable positioning techniques
 ON0094.and have an estimated accuracy of +/- 3 meters.
 ON0094
 ON0094.The orthometric height was determined by differential leveling and
 ON0094.adjusted by the NATIONAL GEODETIC SURVEY
 ON0094.in June 1991.
 ON0094
 ON0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0094.GEOID18 height accuracy estimate available here.
 ON0094
 ON0094.Click photographs - Photos may exist for this station.
 ON0094
 ON0094.The dynamic height is computed by dividing the NAVD 88
 ON0094.geopotential number by the normal gravity value computed on the
 ON0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0094.degrees latitude (g = 980.6199 gals.).
 ON0094
 ON0094.The modeled gravity was interpolated from observed gravity values.
 ON0094
 ON0094;                    North         East    Units  Estimated Accuracy
 ON0094;SPC WI S     -   127,503.3     583,219.2     MT  (+/- 3 meters HH1 GPS) 
 ON0094
 ON0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2716980990(NAD 83)
 ON0094
 ON0094                          SUPERSEDED SURVEY CONTROL
 ON0094
 ON0094  NGVD 29 (??/??/92)  216.232  (m)          709.42   (f) ADJ UNCH    2 0
 ON0094
 ON0094.Superseded values are not recommended for survey control.
 ON0094
 ON0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0094.See file dsdata.pdf to determine how the superseded data were derived.
 ON0094
 ON0094_MARKER: DB = BENCH MARK DISK
 ON0094_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0094_SP_SET: CULVERT HEADWALL
 ON0094_STAMPING: A 81 1934
 ON0094_MARK LOGO: CGS
 ON0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0094+STABILITY: SURFACE MOTION
 ON0094
 ON0094  HISTORY     - Date     Condition        Report By
 ON0094  HISTORY     - 1934     MONUMENTED       CGS
 ON0094
 ON0094                          STATION DESCRIPTION
 ON0094
 ON0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0094'3 MI SE FROM LONE ROCK.
 ON0094'IN IOWA COUNTY, ABOUT 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 ON0094'130 FROM THE MAIN STREET CROSSING OF THE CHICAGO, MILWAUKEE,
 ON0094'ST. PAUL AND PACIFIC RAILROAD AT LONE ROCK, RICHLAND COUNTY, AT
 ON0094'A 4-BY 8-FOOT CONCRETE CATTLE PASS, IN THE TOP OF THE NORTHEAST
 ON0094'END OF THE SOUTHEAST HEAD WALL, 12 FEET SOUTHEAST OF THE CENTER
 ON0094'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.  A
 ON0094'STANDARD DISK, STAMPED A 81 1934.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0008 ***********************************************************************
 ON0008  DESIGNATION -  A 82
 ON0008  PID         -  ON0008
 ON0008  STATE/COUNTY-  WI/VERNON
 ON0008  COUNTRY     -  US
 ON0008  USGS QUAD   -  VALTON (2018)
 ON0008
 ON0008                         *CURRENT SURVEY CONTROL
 ON0008  ______________________________________________________________________
 ON0008* NAD 83(1986) POSITION- 43 36 44.85   (N) 090 21 27.61   (W)   HD_HELD1
 ON0008* NAVD 88 ORTHO HEIGHT -   309.860 (meters)     1016.60  (feet) ADJUSTED
 ON0008  ______________________________________________________________________
 ON0008  GEOID HEIGHT    -        -34.286 (meters)                     GEOID18
 ON0008  DYNAMIC HEIGHT  -        309.779 (meters)     1016.33  (feet) COMP
 ON0008  MODELED GRAVITY -    980,351.2   (mgal)                       NAVD 88
 ON0008
 ON0008  VERT ORDER      -  SECOND    CLASS I
 ON0008
 ON0008.The horizontal coordinates were determined by differentially corrected
 ON0008.hand held GPS observations or other comparable positioning techniques
 ON0008.and have an estimated accuracy of +/- 3 meters.
 ON0008
 ON0008.The orthometric height was determined by differential leveling and
 ON0008.adjusted by the WI DEPT OF TRANSP
 ON0008.in May 2012.
 ON0008
 ON0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0008.GEOID18 height accuracy estimate available here.
 ON0008
 ON0008.Click photographs - Photos may exist for this station.
 ON0008
 ON0008.The dynamic height is computed by dividing the NAVD 88
 ON0008.geopotential number by the normal gravity value computed on the
 ON0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0008.degrees latitude (g = 980.6199 gals.).
 ON0008
 ON0008.The modeled gravity was interpolated from observed gravity values.
 ON0008
 ON0008;                    North         East    Units  Estimated Accuracy
 ON0008;SPC WI S     -   179,191.6     571,128.5     MT  (+/- 3 meters HH1 GPS) 
 ON0008
 ON0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1322432223(NAD 83)
 ON0008
 ON0008                          SUPERSEDED SURVEY CONTROL
 ON0008
 ON0008  NAVD 88 (04/20/07)  309.851  (m)         1016.57   (f) SUPERSEDED  2 1
 ON0008  NAVD 88 (06/15/91)  309.822  (m)         1016.47   (f) SUPERSEDED  2 0
 ON0008  NGVD 29 (??/??/92)  309.844  (m)         1016.55   (f) ADJ UNCH    2 0
 ON0008
 ON0008.Superseded values are not recommended for survey control.
 ON0008
 ON0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0008.See file dsdata.pdf to determine how the superseded data were derived.
 ON0008
 ON0008_MARKER: DB = BENCH MARK DISK
 ON0008_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0008_SP_SET: BRIDGE ABUTMENT
 ON0008_STAMPING: A 82 1934
 ON0008_MARK LOGO: CGS
 ON0008_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0008+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2010
 ON0008
 ON0008  HISTORY     - Date     Condition        Report By
 ON0008  HISTORY     - 1934     MONUMENTED       CGS
 ON0008  HISTORY     - 20020110 GOOD             WIDT
 ON0008  HISTORY     - 20100629 GOOD             WIDT
 ON0008
 ON0008                          STATION DESCRIPTION
 ON0008
 ON0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0008'3.1 MI S FROM HILLSBORO.
 ON0008'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE PUBLIC
 ON0008'SCHOOL AT HILLSBORO, VERNON COUNTY, AT A 30-FOOT IRON GIRDER
 ON0008'BRIDGE, IN THE TOP OF THE NORTHEAST CONCRETE WING WALL, 12 FEET
 ON0008'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 ON0008'THE ROADWAY.  A STANDARD DISK, STAMPED A 82 1934.
 ON0008
 ON0008                          STATION RECOVERY (2002)
 ON0008
 ON0008'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 ON0008'OWNERSHIP --UNKNOWN.  TO REACH THE STATION FROM THE JUNCTON OF STATE
 ON0008'HIGHWAY 33 AND 82 WEST WITH STATE HIGHWAY 33 / 82 EAST AND STATE
 ON0008'HIGHWAY 80 AT THE INTERSECTION OF MILL STREET AND WATER AVENUE IN THE
 ON0008'CITY OF HILLSBOROW, GO SOUTHWEST THEN SOUTH ON STATE HIGHWAY 80 (WATER
 ON0008'AVENUE) FOR 2.8 MI (4.51 KM) TO BEAVER CREEK DRIVE ON THE RIGHT, TURN
 ON0008'RIGHT AND GO SOUTH ON BEAVER CREEK DRIVE FOR 0.4 MI (0.64 KM) TO AN
 ON0008'ABANDOND ROAD ON THE LEFT AND THE STATION ON THE LEFT.  SET IN THE
 ON0008'NORTH END OF THE EAST ABUTMENT.  THE STATION IS A BRONZE US COAST AND
 ON0008'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A CONCRETE ABUTMENT
 ON0008'AND ABOUT LEVEL WITH THE ABONDONDED ROAD PAVEMENT.  94 M (308.4 FT)
 ON0008'EAST OF THE CENTERLINE OF BEAVER CREEK ROAD AND 3 M (9.8 FT) NORTH OF
 ON0008'THE CENTERLINE OF AN ABANDONED ROAD.  ---NOTE--- THE STATION IS NOT
 ON0008'SUITABLE FOR GPS BECAUSE ALL QUADRANTS ARE BLOCKED 25 DEGREES ABOVE
 ON0008'THE HORIZON.
 ON0008
 ON0008                          STATION RECOVERY (2010)
 ON0008
 ON0008'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0008'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.2 M NORTH OF THE
 ON0008'EAST END OF THE NORTH METAL GUARD RAIL.  CAUTION---WHEN WALKING TO THE
 ON0008'STATION A SHORT BRIDGE WEST OF THE BRIDGE CONTAINING THE STATION HAS
 ON0008'COLLAPSED AND THE WEST END OF THE BRIDGE CONTAINING THE STATION HAS
 ON0008'COLLAPSED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0322 ***********************************************************************
 OM0322  DESIGNATION -  A 84
 OM0322  PID         -  OM0322
 OM0322  STATE/COUNTY-  WI/COLUMBIA
 OM0322  COUNTRY     -  US
 OM0322  USGS QUAD   -  PINE ISLAND (2018)
 OM0322
 OM0322                         *CURRENT SURVEY CONTROL
 OM0322  ______________________________________________________________________
 OM0322* NAD 83(1986) POSITION- 43 33 21.     (N) 089 30 16.     (W)   SCALED
 OM0322* NAVD 88 ORTHO HEIGHT -   254.045 (meters)      833.48  (feet) ADJUSTED
 OM0322  ______________________________________________________________________
 OM0322  GEOID HEIGHT    -        -35.547 (meters)                     GEOID18
 OM0322  DYNAMIC HEIGHT  -        253.982 (meters)      833.27  (feet) COMP
 OM0322  MODELED GRAVITY -    980,365.8   (mgal)                       NAVD 88
 OM0322
 OM0322  VERT ORDER      -  SECOND    CLASS 0
 OM0322
 OM0322.The horizontal coordinates were scaled from a map and have
 OM0322.an estimated accuracy of +/- 6 seconds.
 OM0322
 OM0322.The orthometric height was determined by differential leveling and
 OM0322.adjusted by the NATIONAL GEODETIC SURVEY
 OM0322.in June 1991.
 OM0322
 OM0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0322.GEOID18 height accuracy estimate available here.
 OM0322
 OM0322.Click photographs - Photos may exist for this station.
 OM0322
 OM0322.The dynamic height is computed by dividing the NAVD 88
 OM0322.geopotential number by the normal gravity value computed on the
 OM0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0322.degrees latitude (g = 980.6199 gals.).
 OM0322
 OM0322.The modeled gravity was interpolated from observed gravity values.
 OM0322
 OM0322;                    North         East    Units  Estimated Accuracy
 OM0322;SPC WI S     -   172,960.      640,040.      MT  (+/- 180 meters Scaled)
 OM0322
 OM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP977255(NAD 83)
 OM0322
 OM0322                          SUPERSEDED SURVEY CONTROL
 OM0322
 OM0322  NGVD 29 (??/??/92)  254.083  (m)          833.60   (f) ADJ UNCH    2 0
 OM0322
 OM0322.Superseded values are not recommended for survey control.
 OM0322
 OM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0322.See file dsdata.pdf to determine how the superseded data were derived.
 OM0322
 OM0322_MARKER: DB = BENCH MARK DISK
 OM0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0322_STAMPING: A 84 1934
 OM0322_MARK LOGO: CGS
 OM0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0322+STABILITY: SURFACE MOTION
 OM0322
 OM0322  HISTORY     - Date     Condition        Report By
 OM0322  HISTORY     - 1934     MONUMENTED       CGS
 OM0322  HISTORY     - 1956     MARK NOT FOUND   USGS
 OM0322  HISTORY     - 1977     MARK NOT FOUND   ALSTER
 OM0322  HISTORY     - 20001010 MARK NOT FOUND   WIDT
 OM0322
 OM0322                          STATION DESCRIPTION
 OM0322
 OM0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0322'1.9 MI NW FROM PORTAGE.
 OM0322'1.9 MILES NORTHWEST OF THE RAILROAD WATER TANK AT PORTAGE ALONG
 OM0322'THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD, 6 1/2
 OM0322'POLES WEST OF MILEPOST 180, 21 FEET WEST OF THE CENTER LINE OF
 OM0322'PUBLIC ROAD CROSSING, THENCE 19 FEET NORTH OF THE CENTER LINE OF
 OM0322'THE NORTH MAIN TRACK, 1.5 FEET BELOW RAIL LEVEL.  NOTE-- SITE HAS
 OM0322'BEEN EARTH-FILLED IN RECENT YEARS.
 OM0322
 OM0322                          STATION RECOVERY (1956)
 OM0322
 OM0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OM0322'MARK NOT FOUND.
 OM0322
 OM0322                          STATION RECOVERY (1977)
 OM0322
 OM0322'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977
 OM0322'MARK NOT FOUND.
 OM0322
 OM0322                          STATION RECOVERY (2000)
 OM0322
 OM0322'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0322'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0151 ***********************************************************************
 OM0151  DESIGNATION -  A 85
 OM0151  PID         -  OM0151
 OM0151  STATE/COUNTY-  WI/DODGE
 OM0151  COUNTRY     -  US
 OM0151  USGS QUAD   -  FOX LAKE (2018)
 OM0151
 OM0151                         *CURRENT SURVEY CONTROL
 OM0151  ______________________________________________________________________
 OM0151* NAD 83(1986) POSITION- 43 33 38.6    (N) 088 54 32.3    (W)   HD_HELD2
 OM0151* NAVD 88 ORTHO HEIGHT -   270.125 (meters)      886.24  (feet) ADJUSTED
 OM0151  ______________________________________________________________________
 OM0151  GEOID HEIGHT    -        -35.429 (meters)                     GEOID18
 OM0151  DYNAMIC HEIGHT  -        270.063 (meters)      886.03  (feet) COMP
 OM0151  MODELED GRAVITY -    980,382.1   (mgal)                       NAVD 88
 OM0151
 OM0151  VERT ORDER      -  SECOND    CLASS I
 OM0151
 OM0151.The horizontal coordinates were established by autonomous hand held GPS
 OM0151.observations and have an estimated accuracy of +/- 10 meters.
 OM0151
 OM0151.The orthometric height was determined by differential leveling and
 OM0151.adjusted by the WI DEPT OF TRANSP
 OM0151.in May 2012.
 OM0151
 OM0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0151.GEOID18 height accuracy estimate available here.
 OM0151
 OM0151.Click photographs - Photos may exist for this station.
 OM0151
 OM0151.The dynamic height is computed by dividing the NAVD 88
 OM0151.geopotential number by the normal gravity value computed on the
 OM0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0151.degrees latitude (g = 980.6199 gals.).
 OM0151
 OM0151.The modeled gravity was interpolated from observed gravity values.
 OM0151
 OM0151;                    North         East    Units  Estimated Accuracy
 OM0151;SPC WI S     -   173,959.      688,142.      MT  (+/- 10 meters HH2 GPS)
 OM0151
 OM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4582324855(NAD 83)
 OM0151
 OM0151                          SUPERSEDED SURVEY CONTROL
 OM0151
 OM0151  NAVD 88 (04/20/07)  270.101  (m)          886.16   (f) SUPERSEDED  2 1
 OM0151  NAVD 88 (06/15/91)  270.125  (m)          886.24   (f) SUPERSEDED  2 0
 OM0151  NGVD 29 (??/??/92)  270.168  (m)          886.38   (f) ADJ UNCH    2 0
 OM0151
 OM0151.Superseded values are not recommended for survey control.
 OM0151
 OM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0151.See file dsdata.pdf to determine how the superseded data were derived.
 OM0151
 OM0151_MARKER: DB = BENCH MARK DISK
 OM0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0151_STAMPING: A 85 1934
 OM0151_MARK LOGO: CGS
 OM0151_PROJECTION: PROJECTING 20 CENTIMETERS
 OM0151_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0151+STABILITY: SURFACE MOTION
 OM0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0151+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 OM0151
 OM0151  HISTORY     - Date     Condition        Report By
 OM0151  HISTORY     - 1934     MONUMENTED       CGS
 OM0151  HISTORY     - 1943     GOOD             CGS
 OM0151  HISTORY     - 20030528 GOOD             WIDT
 OM0151  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 OM0151  HISTORY     - 20071112 GOOD             WIDT
 OM0151
 OM0151                          STATION DESCRIPTION
 OM0151
 OM0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0151'AT FOX LAKE.
 OM0151'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD
 OM0151'AT THE DEPOT.  SET IN CONCRETE POST 39 FEET EAST OF THE DEPOT,
 OM0151'THENCE 18 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 23 FEET
 OM0151'NORTH OF THE CENTER LINE OF CITY STREET, 2 FEET ABOVE THE
 OM0151'RAIL LEVEL.
 OM0151
 OM0151                          STATION RECOVERY (1943)
 OM0151
 OM0151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 OM0151'RECOVERED IN GOOD CONDITION.
 OM0151
 OM0151                          STATION RECOVERY (2003)
 OM0151
 OM0151'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0151'OWNERSHIP--CITY OF FOX LAKE.  TO REACH THE STATION FROM THE JUNCTION
 OM0151'OF STATE HIGHWAY 33 (SPRING STREET) WITH STATE HIGHWAY 68 (WEST STATE
 OM0151'STREET) IN THE CITY OF FOX LAKE, GO SOUTH ON STATE HIGHWAY 33 EAST
 OM0151'(SPRING STREET) FOR 0.3 MI (0.48 KM) TO CORDELIA STREET, TURN RIGHT
 OM0151'AND GO WEST ON CORDELIA STREET FOR 0.2 MI (0.32 KM) TO THE STATION ON
 OM0151'THE RIGHT.  THE STATON IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 OM0151'MARK DISK SET IN THE TOP OF A 24-CM DIAMETER CONCRETE POST ABOUT LEVEL
 OM0151'WITH THE STREET PAVEMENT.  THE STATION IS 8.7 M (28.5 FT) NORTH OF THE
 OM0151'CENTERLINE OF CORDELIA STREET, 18.0 M (59.1 FT) EAST OF A FLAG POLE,
 OM0151'16.4 M (53.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE DEPOT
 OM0151'MUESUM, AND 5.4 M (17.7 FT) SOUTH OF THE SOUTH RAIL.  ---NOTE---THIS
 OM0151'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE TREES TO THE
 OM0151'NORTHEAST.
 OM0151
 OM0151                          STATION RECOVERY (2003)
 OM0151
 OM0151'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0151'NOT FOUND.  THE LOCATION DESCRIBED IS UNDER THE ASPHALT IN A PARKING
 OM0151'AREA.  NOTE-- THE DEPOT IS AT THE NORTHEAST QUADRANT OF THE JUNCTION
 OM0151'OF W. CORDELIA STREET AND S. COLLEGE AVENUE.
 OM0151
 OM0151                          STATION RECOVERY (2007)
 OM0151
 OM0151'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM0151'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 16.0 M
 OM0151'NORTH-NORTHEAST OF POWER POLE --13-13-35.2 40/52--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0061 ***********************************************************************
 OM0061  DESIGNATION -  A 86
 OM0061  PID         -  OM0061
 OM0061  STATE/COUNTY-  WI/WASHINGTON
 OM0061  COUNTRY     -  US
 OM0061  USGS QUAD   -  HARTFORD WEST (2018)
 OM0061
 OM0061                         *CURRENT SURVEY CONTROL
 OM0061  ______________________________________________________________________
 OM0061* NAD 83(1986) POSITION- 43 19 05.7    (N) 088 22 43.6    (W)   HD_HELD2
 OM0061* NAVD 88 ORTHO HEIGHT -   300.378 (meters)      985.49  (feet) ADJUSTED
 OM0061  ______________________________________________________________________
 OM0061  GEOID HEIGHT    -        -34.797 (meters)                     GEOID18
 OM0061  DYNAMIC HEIGHT  -        300.305 (meters)      985.25  (feet) COMP
 OM0061  MODELED GRAVITY -    980,367.6   (mgal)                       NAVD 88
 OM0061
 OM0061  VERT ORDER      -  SECOND    CLASS 0
 OM0061
 OM0061.The horizontal coordinates were established by autonomous hand held GPS
 OM0061.observations and have an estimated accuracy of +/- 10 meters.
 OM0061
 OM0061.The orthometric height was determined by differential leveling and
 OM0061.adjusted by the NATIONAL GEODETIC SURVEY
 OM0061.in June 1991.
 OM0061
 OM0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0061.GEOID18 height accuracy estimate available here.
 OM0061
 OM0061.Click photographs - Photos may exist for this station.
 OM0061
 OM0061.The dynamic height is computed by dividing the NAVD 88
 OM0061.geopotential number by the normal gravity value computed on the
 OM0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0061.degrees latitude (g = 980.6199 gals.).
 OM0061
 OM0061.The modeled gravity was interpolated from observed gravity values.
 OM0061
 OM0061;                    North         East    Units  Estimated Accuracy
 OM0061;SPC WI S     -   147,723.      731,495.      MT  (+/- 10 meters HH2 GPS)
 OM0061
 OM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8819997079(NAD 83)
 OM0061
 OM0061                          SUPERSEDED SURVEY CONTROL
 OM0061
 OM0061  NGVD 29 (??/??/92)  300.435  (m)          985.68   (f) ADJ UNCH    2 0
 OM0061
 OM0061.Superseded values are not recommended for survey control.
 OM0061
 OM0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0061.See file dsdata.pdf to determine how the superseded data were derived.
 OM0061
 OM0061_MARKER: DB = BENCH MARK DISK
 OM0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0061_SP_SET: BUILDING
 OM0061_STAMPING: A 86 1934
 OM0061_MARK LOGO: CGS
 OM0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0061
 OM0061  HISTORY     - Date     Condition        Report By
 OM0061  HISTORY     - 1934     MONUMENTED       CGS
 OM0061  HISTORY     - 1945     GOOD             CGS
 OM0061  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 OM0061
 OM0061                          STATION DESCRIPTION
 OM0061
 OM0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0061'AT HARTFORD.
 OM0061'MARK SET VERTICALLY IN THE SOUTHWEST CORNER OF THE FIRST NATIONAL
 OM0061'BANK OF HARTFORD, 15 FEET SOUTH OF THE FRONT (WEST) ENTRANCE,
 OM0061'4 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 OM0061
 OM0061                          STATION RECOVERY (1945)
 OM0061
 OM0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 OM0061'RECOVERED IN GOOD CONDITION.
 OM0061
 OM0061                          STATION RECOVERY (2003)
 OM0061
 OM0061'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0061'NOT FOUND.  NOTE-- THE BRIDGE WAS REBUILT IN 1969.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0071 ***********************************************************************
 OL0071  DESIGNATION -  A 87
 OL0071  PID         -  OL0071
 OL0071  STATE/COUNTY-  WI/OZAUKEE
 OL0071  COUNTRY     -  US
 OL0071  USGS QUAD   -  PORT WASHINGTON WEST (2018)
 OL0071
 OL0071                         *CURRENT SURVEY CONTROL
 OL0071  ______________________________________________________________________
 OL0071* NAD 83(1986) POSITION- 43 23 14.3    (N) 087 52 56.8    (W)   HD_HELD2
 OL0071* NAVD 88 ORTHO HEIGHT -   204.481 (meters)      670.87  (feet) ADJUSTED
 OL0071  ______________________________________________________________________
 OL0071  GEOID HEIGHT    -        -35.340 (meters)                     GEOID18
 OL0071  DYNAMIC HEIGHT  -        204.435 (meters)      670.72  (feet) COMP
 OL0071  MODELED GRAVITY -    980,390.6   (mgal)                       NAVD 88
 OL0071
 OL0071  VERT ORDER      -  SECOND    CLASS 0
 OL0071
 OL0071.The horizontal coordinates were established by autonomous hand held GPS
 OL0071.observations and have an estimated accuracy of +/- 10 meters.
 OL0071
 OL0071.The orthometric height was determined by differential leveling and
 OL0071.adjusted by the NATIONAL GEODETIC SURVEY
 OL0071.in June 1991.
 OL0071
 OL0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0071.GEOID18 height accuracy estimate available here.
 OL0071
 OL0071.Click photographs - Photos may exist for this station.
 OL0071
 OL0071.The dynamic height is computed by dividing the NAVD 88
 OL0071.geopotential number by the normal gravity value computed on the
 OL0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0071.degrees latitude (g = 980.6199 gals.).
 OL0071
 OL0071.The modeled gravity was interpolated from observed gravity values.
 OL0071
 OL0071;                    North         East    Units  Estimated Accuracy
 OL0071;SPC WI S     -   156,295.      771,549.      MT  (+/- 10 meters HH2 GPS)
 OL0071
 OL0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2852604203(NAD 83)
 OL0071
 OL0071                          SUPERSEDED SURVEY CONTROL
 OL0071
 OL0071  NGVD 29 (??/??/92)  204.528  (m)          671.02   (f) ADJ UNCH    2 0
 OL0071
 OL0071.Superseded values are not recommended for survey control.
 OL0071
 OL0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0071.See file dsdata.pdf to determine how the superseded data were derived.
 OL0071
 OL0071_MARKER: DB = BENCH MARK DISK
 OL0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0071_SP_SET: FOUNDATION
 OL0071_STAMPING: A 87 1934
 OL0071_MARK LOGO: CGS
 OL0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0071
 OL0071  HISTORY     - Date     Condition        Report By
 OL0071  HISTORY     - 1934     MONUMENTED       CGS
 OL0071  HISTORY     - 1972     MARK NOT FOUND   NGS
 OL0071
 OL0071                          STATION DESCRIPTION
 OL0071
 OL0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0071'AT PORT WASHINGTON.
 OL0071'AT PORT WASHINGTON ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 OL0071'AT PENSTOCK ACROSS TRACK FROM DEPOT.  SET IN NORTHEAST CORNER
 OL0071'OF CONCRETE FOUNDATION 6 1/2 FEET WEST OF CENTERLINE OF TRACK
 OL0071'AND 6 INCHES BELOW RAIL TOP.
 OL0071
 OL0071                          STATION RECOVERY (1972)
 OL0071
 OL0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 OL0071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0103 ***********************************************************************
 PM0103  DESIGNATION -  A 89
 PM0103  PID         -  PM0103
 PM0103  STATE/COUNTY-  WI/MANITOWOC
 PM0103  COUNTRY     -  US
 PM0103  USGS QUAD   -  DENMARK (2018)
 PM0103
 PM0103                         *CURRENT SURVEY CONTROL
 PM0103  ______________________________________________________________________
 PM0103* NAD 83(1986) POSITION- 44 15 22.5    (N) 087 46 35.7    (W)   HD_HELD2
 PM0103* NAVD 88 ORTHO HEIGHT -   240.203 (meters)      788.07  (feet) ADJUSTED
 PM0103  ______________________________________________________________________
 PM0103  GEOID HEIGHT    -        -36.095 (meters)                     GEOID18
 PM0103  DYNAMIC HEIGHT  -        240.168 (meters)      787.95  (feet) COMP
 PM0103  MODELED GRAVITY -    980,464.6   (mgal)                       NAVD 88
 PM0103
 PM0103  VERT ORDER      -  SECOND    CLASS I
 PM0103
 PM0103.The horizontal coordinates were established by autonomous hand held GPS
 PM0103.observations and have an estimated accuracy of +/- 10 meters.
 PM0103
 PM0103.The orthometric height was determined by differential leveling and
 PM0103.adjusted by the WI DEPT OF TRANSP
 PM0103.in May 2012.
 PM0103
 PM0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0103.GEOID18 height accuracy estimate available here.
 PM0103
 PM0103.Click photographs - Photos may exist for this station.
 PM0103
 PM0103.The dynamic height is computed by dividing the NAVD 88
 PM0103.geopotential number by the normal gravity value computed on the
 PM0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0103.degrees latitude (g = 980.6199 gals.).
 PM0103
 PM0103.The modeled gravity was interpolated from observed gravity values.
 PM0103
 PM0103;                    North         East    Units  Estimated Accuracy
 PM0103;SPC WI S     -   253,028.      777,549.      MT  (+/- 10 meters HH2 GPS)
 PM0103
 PM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3800600627(NAD 83)
 PM0103
 PM0103                          SUPERSEDED SURVEY CONTROL
 PM0103
 PM0103  NAVD 88 (04/20/07)  240.154  (m)          787.91   (f) SUPERSEDED  2 1
 PM0103  NAVD 88 (05/16/03)  240.199  (m)          788.05   (f) SUPERSEDED  2 1
 PM0103  NAVD 88 (06/15/91)  240.205  (m)          788.07   (f) SUPERSEDED  1 0
 PM0103  NGVD 29 (??/??/92)  240.213  (m)          788.10   (f) ADJ UNCH    2 0
 PM0103
 PM0103.Superseded values are not recommended for survey control.
 PM0103
 PM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0103.See file dsdata.pdf to determine how the superseded data were derived.
 PM0103
 PM0103_MARKER: DB = BENCH MARK DISK
 PM0103_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PM0103_SP_SET: UNDERPASS ABUTMENT
 PM0103_STAMPING: A 89 1934
 PM0103_MARK LOGO: CGS
 PM0103_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0103+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 PM0103
 PM0103  HISTORY     - Date     Condition        Report By
 PM0103  HISTORY     - 1934     MONUMENTED       CGS
 PM0103  HISTORY     - 1972     GOOD             NGS
 PM0103  HISTORY     - 20010522 GOOD             WIDT
 PM0103  HISTORY     - 20030515 GOOD             USPSQD
 PM0103  HISTORY     - 20060404 GOOD             WIDT
 PM0103
 PM0103                          STATION DESCRIPTION
 PM0103
 PM0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0103'2 MI SE FROM MARIBEL.
 PM0103'ABOUT 2.05 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PM0103'RAILWAY FROM THE CROSSING OF COUNTY ROAD Z AT MARIBEL, AT
 PM0103'UNDERPASS U 42, (A GRAVEL ROAD), 4 RAILS NORTHWEST OF THE
 PM0103'NORTHWEST END OF A LONG TRESTLE, 7 FEET NORTHEAST OF THE NORTHEAST
 PM0103'RAIL, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 PM0103'CONCRETE ABUTMENT OF THE UNDERPASS AND 1 1/2 FEET BELOW THE
 PM0103'TRACK.  SEC 25, T21N, R22E.
 PM0103
 PM0103                          STATION RECOVERY (2001)
 PM0103
 PM0103'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0103'THE STATION IS LOCATED ABOUT 33 KM SOUTHEAST OF GREEN BAY AND 23 KM
 PM0103'NORTH-NORTHWEST OF MANITOWOC. OWNERSHIP--TOWN OF COOPERSTOWN.  TO
 PM0103'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH US
 PM0103'HIGHWAY 147 WITH COUNTY HIGHWAY Z  ABOUT 22 KM NORTH-NORTHWEST OF THE
 PM0103'CITY OF MANITOWOC, GO EAST ON US HIGHWAY 147 FOR 0.4 KM TO COUNTY
 PM0103'HIGHWAY R, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY R FOR 1.8 KM TO
 PM0103'PAUTZ ROAD, TURN RIGHT AND GO WEST ON PAUTZ ROAD FOR 0.8 KM TO HOSTAK
 PM0103'ROAD, TURN LEFT AND GO SOUTH ON HOSTAK ROAD FOR 0.6 KM TO A RAILROAD
 PM0103'UNDERPASS AND THE STATION ON THE LEFT. THE STATION IS A BRONZE US
 PM0103'COAST AND GEODETIC  SURVEY BENCH MARK DISK SET IN THE SOUTHEAST
 PM0103'ABUTMENT ABOUT 4.8 M ABOVE THE LEVEL OF THE ROAD  AND 0.7 M BELOW THE
 PM0103'RAILROAD TRACKS. THE STATION IS 5.5 M SOUTHEAST OF THE CENTERLINE OF
 PM0103'HOSTAK ROAD, 43.5 M SOUTHEAST OF THE NORTHWEST    ABUTMENT OF RAILROAD
 PM0103'BRIDGE --U 42--, 13.8 M NORTHEAST OF A METAL --12 FT-6 IN CLEARANCE--
 PM0103'SIGN AND 11.0 M SOUTH-SOUTHWEST OF A POWER POLE. ---NOTE--- THIS
 PM0103'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 PM0103'ABOVE THE HORIZON.
 PM0103
 PM0103                          STATION RECOVERY (2003)
 PM0103
 PM0103'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0103'RECOVERED IN GOOD CONDITION.  NOTE-- THE BRIDGE IS NOW NUMBERED U43.
 PM0103
 PM0103                          STATION RECOVERY (2006)
 PM0103
 PM0103'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 PM0103'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE TOP OF THE
 PM0103'NORTHEAST END OF THE SOUTHEAST BRIDGE ABUTMENT, 5.9 M SOUTH-SOUTHWEST
 PM0103'OF A --12 FT - 6 IN CLEARANCE-- SIGN POST, AND 1.0 M SOUTH-SOUTHWEST
 PM0103'OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0263 ***********************************************************************
 OL0263  DESIGNATION -  A 90
 OL0263  PID         -  OL0263
 OL0263  STATE/COUNTY-  WI/SHEBOYGAN
 OL0263  COUNTRY     -  US
 OL0263  USGS QUAD   -  FRANKLIN (2018)
 OL0263
 OL0263                         *CURRENT SURVEY CONTROL
 OL0263  ______________________________________________________________________
 OL0263* NAD 83(1986) POSITION- 43 45 25.7    (N) 087 59 16.9    (W)   HD_HELD2
 OL0263* NAVD 88 ORTHO HEIGHT -   264.340 (meters)      867.26  (feet) ADJUSTED
 OL0263  ______________________________________________________________________
 OL0263  GEOID HEIGHT    -        -35.613 (meters)                     GEOID18
 OL0263  DYNAMIC HEIGHT  -        264.285 (meters)      867.08  (feet) COMP
 OL0263  MODELED GRAVITY -    980,405.2   (mgal)                       NAVD 88
 OL0263
 OL0263  VERT ORDER      -  SECOND    CLASS I
 OL0263
 OL0263.The horizontal coordinates were established by autonomous hand held GPS
 OL0263.observations and have an estimated accuracy of +/- 10 meters.
 OL0263
 OL0263.The orthometric height was determined by differential leveling and
 OL0263.adjusted by the WI DEPT OF TRANSP
 OL0263.in May 2012.
 OL0263
 OL0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0263.GEOID18 height accuracy estimate available here.
 OL0263
 OL0263.Click photographs - Photos may exist for this station.
 OL0263
 OL0263.The dynamic height is computed by dividing the NAVD 88
 OL0263.geopotential number by the normal gravity value computed on the
 OL0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0263.degrees latitude (g = 980.6199 gals.).
 OL0263
 OL0263.The modeled gravity was interpolated from observed gravity values.
 OL0263
 OL0263;                    North         East    Units  Estimated Accuracy
 OL0263;SPC WI S     -   197,158.      762,006.      MT  (+/- 10 meters HH2 GPS)
 OL0263
 OL0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2046345373(NAD 83)
 OL0263
 OL0263                          SUPERSEDED SURVEY CONTROL
 OL0263
 OL0263  NAVD 88 (04/20/07)  264.303  (m)          867.13   (f) SUPERSEDED  2 1
 OL0263  NAVD 88 (06/15/91)  264.331  (m)          867.23   (f) SUPERSEDED  2 0
 OL0263  NGVD 29 (??/??/92)  264.312  (m)          867.16   (f) ADJ UNCH    2 0
 OL0263
 OL0263.Superseded values are not recommended for survey control.
 OL0263
 OL0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0263.See file dsdata.pdf to determine how the superseded data were derived.
 OL0263
 OL0263_MARKER: DB = BENCH MARK DISK
 OL0263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OL0263_SP_SET: BOX CULVERT
 OL0263_STAMPING: A 90 1934
 OL0263_MARK LOGO: CGS
 OL0263_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0263+STABILITY: SURFACE MOTION
 OL0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0263+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 OL0263
 OL0263  HISTORY     - Date     Condition        Report By
 OL0263  HISTORY     - 1934     MONUMENTED       CGS
 OL0263  HISTORY     - 20010525 GOOD             WIDT
 OL0263  HISTORY     - 20031204 GOOD             USPSQD
 OL0263  HISTORY     - 20060501 GOOD             WIDT
 OL0263
 OL0263                          STATION DESCRIPTION
 OL0263
 OL0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0263'1.1 MI NW FROM PLYMOUTH.
 OL0263'1.1 MILES NORTHWEST OF RAILROAD WATER TANK.  ALONG THE CHICAGO
 OL0263'AND NORTHWESTERN RAILROAD AT BRIDGE 856, A 5 FOOT CONCRETE
 OL0263'CULVERT.  SET IN NORTHWEST END OF THE SOUTHWEST HEADWALL, 17
 OL0263'FEET SOUTHWEST OF CENTERLINE OF TRACK AND 3 1/2 FEET BELOW
 OL0263'TOP OF RAILS.
 OL0263
 OL0263                          STATION RECOVERY (2001)
 OL0263
 OL0263'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0263'THE STATION IS LOCATED ABOUT 22 KM WEST OF SHEBOYGAN AND 37 KM EAST
 OL0263'OF FOND DU LAC. OWNERSHIP--CITY OF PLYMOUTH.  TO REACH THE STATION
 OL0263'FROM THE JUNCTION OF STATE HIGHWAY 67 WITH STATE HIGHWAY 23 IN THE
 OL0263'CITY OF PLYMOUTH, GO SOUTH ON STATE HIGHWAY 67 FOR 0.6 KM TO SUHRKE
 OL0263'ROAD, TURN RIGHT AND GO WEST ON SUHRKE ROAD FOR 0.5 KM TO THE STATION
 OL0263'ON THE RIGHT.  THE STATION IS A US COAST AND GEODETIC SURVEY BRONZE
 OL0263'DISK SET IN A CONCRETE CULVERT. THE STATION IS 41.0 METERS NORTH OF
 OL0263'THE CENTERLINE OF SUHRKE ROAD, 34.0 METERS NORTH OF POWER POLE
 OL0263'--J205--, 30.0 METERS EAST OF CENTERLINE OF SUNSET ROAD, 8.2 METERS
 OL0263'SOUTH OF THE SOUTHERNMOST RAIL AND 0.3 METERS WEST OF AN ORANGE
 OL0263'FIBERGLASS WITNESS POST.
 OL0263
 OL0263                          STATION RECOVERY (2003)
 OL0263
 OL0263'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0263'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 FEET SOUTH OF THE
 OL0263'NORTHERN END OF THE WESTERN HEADWALL OF THE CULVERT UNDER THE RAILROAD
 OL0263'TRACKS.
 OL0263
 OL0263                          STATION RECOVERY (2006)
 OL0263
 OL0263'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OL0263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0006 ***********************************************************************
 OM0006  DESIGNATION -  A 91
 OM0006  PID         -  OM0006
 OM0006  STATE/COUNTY-  WI/MANITOWOC
 OM0006  COUNTRY     -  US
 OM0006  USGS QUAD   -  KIEL (2018)
 OM0006
 OM0006                         *CURRENT SURVEY CONTROL
 OM0006  ______________________________________________________________________
 OM0006* NAD 83(1986) POSITION- 43 54 47.     (N) 088 02 06.     (W)   SCALED
 OM0006* NAVD 88 ORTHO HEIGHT -   284.526 (meters)      933.48  (feet) ADJUSTED
 OM0006  ______________________________________________________________________
 OM0006  GEOID HEIGHT    -        -35.864 (meters)                     GEOID18
 OM0006  DYNAMIC HEIGHT  -        284.470 (meters)      933.30  (feet) COMP
 OM0006  MODELED GRAVITY -    980,412.8   (mgal)                       NAVD 88
 OM0006
 OM0006  VERT ORDER      -  SECOND    CLASS 0
 OM0006
 OM0006.The horizontal coordinates were scaled from a map and have
 OM0006.an estimated accuracy of +/- 6 seconds.
 OM0006
 OM0006.The orthometric height was determined by differential leveling and
 OM0006.adjusted by the NATIONAL GEODETIC SURVEY
 OM0006.in June 1991.
 OM0006
 OM0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0006.GEOID18 height accuracy estimate available here.
 OM0006
 OM0006.Click photographs - Photos may exist for this station.
 OM0006
 OM0006.The dynamic height is computed by dividing the NAVD 88
 OM0006.geopotential number by the normal gravity value computed on the
 OM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0006.degrees latitude (g = 980.6199 gals.).
 OM0006
 OM0006.The modeled gravity was interpolated from observed gravity values.
 OM0006
 OM0006;                    North         East    Units  Estimated Accuracy
 OM0006;SPC WI S     -   214,390.      757,820.      MT  (+/- 180 meters Scaled)
 OM0006
 OM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP168627(NAD 83)
 OM0006
 OM0006                          SUPERSEDED SURVEY CONTROL
 OM0006
 OM0006  NGVD 29 (??/??/92)  284.513  (m)          933.44   (f) ADJ UNCH    2 0
 OM0006
 OM0006.Superseded values are not recommended for survey control.
 OM0006
 OM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0006.See file dsdata.pdf to determine how the superseded data were derived.
 OM0006
 OM0006_MARKER: DB = BENCH MARK DISK
 OM0006_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OM0006+WITH SETTING: PAVEMENT
 OM0006_SP_SET: WATER TANK FOUNDATION
 OM0006_STAMPING: A 91 1934 933.440
 OM0006_MARK LOGO: CGS
 OM0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0006+STABILITY: SURFACE MOTION
 OM0006
 OM0006  HISTORY     - Date     Condition        Report By
 OM0006  HISTORY     - 1934     MONUMENTED       CGS
 OM0006  HISTORY     - 1947     GOOD             CGS
 OM0006  HISTORY     - 20060415 MARK NOT FOUND   USPSQD
 OM0006
 OM0006                          STATION DESCRIPTION
 OM0006
 OM0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0006'AT KIEL.
 OM0006'ALONG ALLEY, 1/2 BLOCK NORTH OF FREMONT STREET AND BETWEEN FIFTH
 OM0006'STREET AND FOURTH STREET AT CITY WATER TANK ON KNOLL IN PARK.
 OM0006'SET IN SOUTH CORNER OF THE SOUTHEAST CONCRETE FOUNDATION, 4 FEET
 OM0006'ABOVE ALLEY LEVEL AND EVEN WITH PARK LEVEL.
 OM0006
 OM0006                          STATION RECOVERY (1947)
 OM0006
 OM0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 OM0006'RECOVERED IN GOOD CONDITION.
 OM0006
 OM0006                          STATION RECOVERY (2006)
 OM0006
 OM0006'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0006'THE STATION WAS NOT FOUND.  THE CITY PARK IS PRESENT, THE CONCRETE
 OM0006'FOUNDATION IS PRESENT, BUT THE BENCH MARK DISK WAS NOT FOUND IN THE
 OM0006'DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0164 ***********************************************************************
 PM0164  DESIGNATION -  A 92
 PM0164  PID         -  PM0164
 PM0164  STATE/COUNTY-  WI/MANITOWOC
 PM0164  COUNTRY     -  US
 PM0164  USGS QUAD   -  VALDERS (2018)
 PM0164
 PM0164                         *CURRENT SURVEY CONTROL
 PM0164  ______________________________________________________________________
 PM0164* NAD 83(1986) POSITION- 44 05 09.     (N) 087 58 50.     (W)   SCALED
 PM0164* NAVD 88 ORTHO HEIGHT -   246.751 (meters)      809.55  (feet) ADJUSTED
 PM0164  ______________________________________________________________________
 PM0164  GEOID HEIGHT    -        -36.041 (meters)                     GEOID18
 PM0164  DYNAMIC HEIGHT  -        246.707 (meters)      809.40  (feet) COMP
 PM0164  MODELED GRAVITY -    980,436.8   (mgal)                       NAVD 88
 PM0164
 PM0164  VERT ORDER      -  SECOND    CLASS 0
 PM0164
 PM0164.The horizontal coordinates were scaled from a map and have
 PM0164.an estimated accuracy of +/- 6 seconds.
 PM0164
 PM0164.The orthometric height was determined by differential leveling and
 PM0164.adjusted by the NATIONAL GEODETIC SURVEY
 PM0164.in June 1991.
 PM0164
 PM0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0164.GEOID18 height accuracy estimate available here.
 PM0164
 PM0164.Click photographs - Photos may exist for this station.
 PM0164
 PM0164.The dynamic height is computed by dividing the NAVD 88
 PM0164.geopotential number by the normal gravity value computed on the
 PM0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0164.degrees latitude (g = 980.6199 gals.).
 PM0164
 PM0164.The modeled gravity was interpolated from observed gravity values.
 PM0164
 PM0164;                    North         East    Units  Estimated Accuracy
 PM0164;SPC WI S     -   233,680.      761,720.      MT  (+/- 180 meters Scaled)
 PM0164
 PM0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP214818(NAD 83)
 PM0164
 PM0164                          SUPERSEDED SURVEY CONTROL
 PM0164
 PM0164  NGVD 29 (??/??/92)  246.757  (m)          809.57   (f) ADJ UNCH    2 0
 PM0164
 PM0164.Superseded values are not recommended for survey control.
 PM0164
 PM0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0164.See file dsdata.pdf to determine how the superseded data were derived.
 PM0164
 PM0164_MARKER: DB = BENCH MARK DISK
 PM0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0164_STAMPING: A 92 1934
 PM0164_MARK LOGO: CGS
 PM0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0164+STABILITY: SURFACE MOTION
 PM0164
 PM0164  HISTORY     - Date     Condition        Report By
 PM0164  HISTORY     - 1934     MONUMENTED       CGS
 PM0164
 PM0164                          STATION DESCRIPTION
 PM0164
 PM0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0164'AT COLLINS.
 PM0164'AT COLLINS AT CITY FIRE WELL ON MAIN STREET, 150 FEET SOUTH
 PM0164'OF CENTERLINE OF TRACK FROM WEST SIDE OF DEPOT.  SET IN NORTHEAST
 PM0164'CORNER OF CONCRETE COPING, 27 FEET NORTH OF CENTERLINE OF STREET
 PM0164'AND 6 INCHES BELOW STREET LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0239 ***********************************************************************
 PN0239  DESIGNATION -  A 93
 PN0239  PID         -  PN0239
 PN0239  STATE/COUNTY-  WI/OUTAGAMIE
 PN0239  COUNTRY     -  US
 PN0239  USGS QUAD   -  HORTONVILLE (2018)
 PN0239
 PN0239                         *CURRENT SURVEY CONTROL
 PN0239  ______________________________________________________________________
 PN0239* NAD 83(1986) POSITION- 44 17 07.     (N) 088 43 06.     (W)   SCALED
 PN0239* NAVD 88 ORTHO HEIGHT -   257.155 (meters)      843.68  (feet) ADJUSTED
 PN0239  ______________________________________________________________________
 PN0239  GEOID HEIGHT    -        -36.491 (meters)                     GEOID18
 PN0239  DYNAMIC HEIGHT  -        257.110 (meters)      843.54  (feet) COMP
 PN0239  MODELED GRAVITY -    980,436.9   (mgal)                       NAVD 88
 PN0239
 PN0239  VERT ORDER      -  SECOND    CLASS 0
 PN0239
 PN0239.The horizontal coordinates were scaled from a map and have
 PN0239.an estimated accuracy of +/- 6 seconds.
 PN0239
 PN0239.The orthometric height was determined by differential leveling and
 PN0239.adjusted by the NATIONAL GEODETIC SURVEY
 PN0239.in June 1991.
 PN0239
 PN0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0239.GEOID18 height accuracy estimate available here.
 PN0239
 PN0239.Click photographs - Photos may exist for this station.
 PN0239
 PN0239.The dynamic height is computed by dividing the NAVD 88
 PN0239.geopotential number by the normal gravity value computed on the
 PN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0239.degrees latitude (g = 980.6199 gals.).
 PN0239
 PN0239.The modeled gravity was interpolated from observed gravity values.
 PN0239
 PN0239;                    North         East    Units  Estimated Accuracy
 PN0239;SPC WI C     -    51,030.      702,300.      MT  (+/- 180 meters Scaled)
 PN0239
 PN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ628049(NAD 83)
 PN0239
 PN0239                          SUPERSEDED SURVEY CONTROL
 PN0239
 PN0239  NGVD 29 (??/??/92)  257.176  (m)          843.75   (f) ADJ UNCH    2 0
 PN0239
 PN0239.Superseded values are not recommended for survey control.
 PN0239
 PN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0239.See file dsdata.pdf to determine how the superseded data were derived.
 PN0239
 PN0239_MARKER: DB = BENCH MARK DISK
 PN0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0239_STAMPING: A 93 1934
 PN0239_MARK LOGO: CGS
 PN0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0239+STABILITY: SURFACE MOTION
 PN0239
 PN0239  HISTORY     - Date     Condition        Report By
 PN0239  HISTORY     - 1934     MONUMENTED       CGS
 PN0239  HISTORY     - 1969     MARK NOT FOUND   USGS
 PN0239
 PN0239                          STATION DESCRIPTION
 PN0239
 PN0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0239'2.2 MI W FROM DALE.
 PN0239'2.2 MILES WEST OF DEPOT ALONG THE MINNEAPOLIS, ST PAUL AND
 PN0239'SAULT STE MARIE RAILROAD AT ROAD CROSSING, 17 POLES EAST OF
 PN0239'MILEPOLE 202.  SET IN POST, 21 FEET WEST OF CENTERLINE OF ROAD,
 PN0239'18 FEET SOUTH OF CENTERLINE OF THE TRACKS AND LEVEL WITH TRACKS.
 PN0239
 PN0239                          STATION RECOVERY (1969)
 PN0239
 PN0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PN0239'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0125 ***********************************************************************
 OM0125  DESIGNATION -  A 94
 OM0125  PID         -  OM0125
 OM0125  STATE/COUNTY-  WI/WINNEBAGO
 OM0125  COUNTRY     -  US
 OM0125  USGS QUAD   -  VAN DYNE (2018)
 OM0125
 OM0125                         *CURRENT SURVEY CONTROL
 OM0125  ______________________________________________________________________
 OM0125* NAD 83(1986) POSITION- 43 58 55.     (N) 088 37 23.     (W)   SCALED
 OM0125* NAVD 88 ORTHO HEIGHT -   254.805 (meters)      835.97  (feet) ADJUSTED
 OM0125  ______________________________________________________________________
 OM0125  GEOID HEIGHT    -        -36.284 (meters)                     GEOID18
 OM0125  DYNAMIC HEIGHT  -        254.753 (meters)      835.80  (feet) COMP
 OM0125  MODELED GRAVITY -    980,409.6   (mgal)                       NAVD 88
 OM0125
 OM0125  VERT ORDER      -  SECOND    CLASS 0
 OM0125
 OM0125.The horizontal coordinates were scaled from a map and have
 OM0125.an estimated accuracy of +/- 6 seconds.
 OM0125
 OM0125.The orthometric height was determined by differential leveling and
 OM0125.adjusted by the NATIONAL GEODETIC SURVEY
 OM0125.in June 1991.
 OM0125
 OM0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0125.GEOID18 height accuracy estimate available here.
 OM0125
 OM0125.Click photographs - Photos may exist for this station.
 OM0125
 OM0125.The dynamic height is computed by dividing the NAVD 88
 OM0125.geopotential number by the normal gravity value computed on the
 OM0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0125.degrees latitude (g = 980.6199 gals.).
 OM0125
 OM0125.The modeled gravity was interpolated from observed gravity values.
 OM0125
 OM0125;                    North         East    Units  Estimated Accuracy
 OM0125;SPC WI S     -   221,090.      710,470.      MT  (+/- 180 meters Scaled)
 OM0125
 OM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP698711(NAD 83)
 OM0125
 OM0125                          SUPERSEDED SURVEY CONTROL
 OM0125
 OM0125  NGVD 29 (??/??/92)  254.824  (m)          836.04   (f) ADJ UNCH    2 0
 OM0125
 OM0125.Superseded values are not recommended for survey control.
 OM0125
 OM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0125.See file dsdata.pdf to determine how the superseded data were derived.
 OM0125
 OM0125_MARKER: DB = BENCH MARK DISK
 OM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0125_STAMPING: A 94 1934
 OM0125_MARK LOGO: CGS
 OM0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0125+STABILITY: SURFACE MOTION
 OM0125
 OM0125  HISTORY     - Date     Condition        Report By
 OM0125  HISTORY     - 1934     MONUMENTED       CGS
 OM0125  HISTORY     - 1942     GOOD             CGS
 OM0125  HISTORY     - 20031217 MARK NOT FOUND   USPSQD
 OM0125
 OM0125                          STATION DESCRIPTION
 OM0125
 OM0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OM0125'AT FITZGERALD.
 OM0125'AT FITZGERALD, WINNEBAGO COUNTY, ON THE CHICAGO, MILWAUKEE,
 OM0125'ST. PAUL AND PACIFIC RAILROAD, 8 POLES NORTHEAST OF MILEPOST
 OM0125'183, AT A ROAD CROSSING, 96 FEET NORTHEAST OF THE CENTER OF THE
 OM0125'CROSSING, 24 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 25
 OM0125'FEET NORTH OF THE CENTERLINE OF THE TOWN-LINE ROAD, AND 6 FEET
 OM0125'NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED A 94 1934 AND
 OM0125'SET IN THE TOP OF A CONCRETE POST.
 OM0125
 OM0125                          STATION RECOVERY (2003)
 OM0125
 OM0125'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0126 ***********************************************************************
 OM0126  DESIGNATION -  A 94 RESET
 OM0126  PID         -  OM0126
 OM0126  STATE/COUNTY-  WI/WINNEBAGO
 OM0126  COUNTRY     -  US
 OM0126  USGS QUAD   -  VAN DYNE (2018)
 OM0126
 OM0126                         *CURRENT SURVEY CONTROL
 OM0126  ______________________________________________________________________
 OM0126* NAD 83(1986) POSITION- 43 58 56.08   (N) 088 37 23.03   (W)   HD_HELD1
 OM0126* NAVD 88 ORTHO HEIGHT -   255.216 (meters)      837.32  (feet) ADJUSTED
 OM0126  ______________________________________________________________________
 OM0126  GEOID HEIGHT    -        -36.284 (meters)                     GEOID18
 OM0126  DYNAMIC HEIGHT  -        255.164 (meters)      837.15  (feet) COMP
 OM0126  MODELED GRAVITY -    980,409.6   (mgal)                       NAVD 88
 OM0126
 OM0126  VERT ORDER      -  SECOND    CLASS I
 OM0126
 OM0126.The horizontal coordinates were determined by differentially corrected
 OM0126.hand held GPS observations or other comparable positioning techniques
 OM0126.and have an estimated accuracy of +/- 3 meters.
 OM0126
 OM0126.The orthometric height was determined by differential leveling and
 OM0126.adjusted by the WI DEPT OF TRANSP
 OM0126.in May 2012.
 OM0126
 OM0126.No vertical observational check was made to the station.
 OM0126
 OM0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0126.GEOID18 height accuracy estimate available here.
 OM0126
 OM0126.Click photographs - Photos may exist for this station.
 OM0126
 OM0126.The dynamic height is computed by dividing the NAVD 88
 OM0126.geopotential number by the normal gravity value computed on the
 OM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0126.degrees latitude (g = 980.6199 gals.).
 OM0126
 OM0126.The modeled gravity was interpolated from observed gravity values.
 OM0126
 OM0126;                    North         East    Units  Estimated Accuracy
 OM0126;SPC WI S     -   221,126.3     710,464.9     MT  (+/- 3 meters HH1 GPS) 
 OM0126
 OM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6983271181(NAD 83)
 OM0126
 OM0126                          SUPERSEDED SURVEY CONTROL
 OM0126
 OM0126  NAVD 88 (04/20/07)  255.188  (m)          837.23   (f) SUPERSEDED  2 1
 OM0126  NAVD 88 (02/05/01)  255.176  (m)          837.19   (f) SUPERSEDED  2 1
 OM0126  NGVD 29 (07/09/15)  255.20   (m)          837.3    (f) RESET       3  
 OM0126
 OM0126.Superseded values are not recommended for survey control.
 OM0126
 OM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0126.See file dsdata.pdf to determine how the superseded data were derived.
 OM0126
 OM0126_MARKER: DB = BENCH MARK DISK
 OM0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0126_STAMPING: A 94 RESET 1964
 OM0126_MARK LOGO: CGS
 OM0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0126+STABILITY: SURFACE MOTION
 OM0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0126+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2009
 OM0126
 OM0126  HISTORY     - Date     Condition        Report By
 OM0126  HISTORY     - 1964     MONUMENTED       CGS
 OM0126  HISTORY     - 19950701 GOOD             USPSQD
 OM0126  HISTORY     - 20000314 GOOD             WIDT
 OM0126  HISTORY     - 20031217 GOOD             USPSQD
 OM0126  HISTORY     - 20050523 GOOD             WIDT
 OM0126  HISTORY     - 20060922 GOOD             USPSQD
 OM0126  HISTORY     - 20090730 GOOD             GEOCAC
 OM0126
 OM0126                          STATION DESCRIPTION
 OM0126
 OM0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OM0126'5 MI SW FROM OSHKOSH.
 OM0126'ON THE RIGHT OF WAY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OM0126'PACIFIC RAILROAD, ABOUT 5 MILES SOUTHWEST OF OSHKOSH, NEAR THE
 OM0126'INTERSECTION OF COUNTY ROUTES X AND YY, IN THE NORTHEAST ANGLE
 OM0126'OF THE CROSSROADS, ABOUT 117 FEET EAST OF THE CENTERLINE OF COUNTY
 OM0126'ROUTE X, 30.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF RAILROAD,
 OM0126'14 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION
 OM0126'(PROBABLY OLD FITZGERALD STATION), 1.5 FEET WEST OF A METAL
 OM0126'WITNESS POST AND 1 FOOT EAST OF A METAL RIGHT OF WAY POST AND
 OM0126'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 OM0126
 OM0126                          STATION RECOVERY (1995)
 OM0126
 OM0126'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0126'RECOVERED IN GOOD CONDITION.
 OM0126
 OM0126                          STATION RECOVERY (2000)
 OM0126
 OM0126'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0126'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) NORTHWEST OF FOND DU
 OM0126'LAC AND 8.05 KM (5.00 MI) SOUTHWEST OF OSHKOSH.  OWNERSHIP--WISCONSIN
 OM0126'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 OM0126'OF US HIGHWAY 41 WITH STATE HIGHWAY 44, ABOUT 3.22 KM (2.00 MI)
 OM0126'SOUTHWEST OF THE CITY OF OSHKOSH, GO SOUTHWEST ON STATE HIGHWAY 44 FOR
 OM0126'4.02 KM (2.50 MI) TO STATE HIGHWAY 91, TURN RIGHT AND GO WEST ON STATE
 OM0126'HIGHWAY 91 FOR 2.09 KM (1.30 MI) TO THE WISCONSIN SOUTHERN LIMITED
 OM0126'RAILROAD TRACKS, AND THE STATION ON THE RIGHT.  THE STATION IS A
 OM0126'BRONZE CGS BENCH MARK DISK STAMPED --A 94 RESET 1964-- SET IN THE TOP
 OM0126'OF A 30-CM (12-INCH) SQUARE CONCRETE POST PROJECTING 1 M (3.3 FT)
 OM0126'ABOVE THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 OM0126'STATION IS 30.3 M (99.4 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 OM0126'91, 36 M (118.1 FT) WEST OF THE CENTERLINE OF CLAIRVILLE ROAD, 9.9 M
 OM0126'(32.5 FT) NORTH OF THE NORTHERN MOST RAIL, 21 M (68.9 FT) NORTHEAST OF
 OM0126'THE NORTHEAST CORNER OF THE WISCONSIN SOUTHERN LIMITED RAILROAD SIGNAL
 OM0126'BOX, 2.6 M (8.5 FT) EAST OF A METAL POST --R/W-- SIGN, AND 0.6 M (2.0
 OM0126'FT) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---THIS STATION
 OM0126'HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 OM0126'HORIZON.
 OM0126
 OM0126                          STATION RECOVERY (2003)
 OM0126
 OM0126'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0126'RECOVERED IN GOOD CONDITION.
 OM0126
 OM0126                          STATION RECOVERY (2005)
 OM0126
 OM0126'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0126'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 36 M EAST (NOT
 OM0126'WEST) OF THE CENTERLINE OF CLAIRVILLE ROAD.  ADD-- THE STATION IS ON
 OM0126'TOP OF A 0.6 M HIGH MOUND OF SOIL, 0.5 M WEST OF A WHITE METAL WITNESS
 OM0126'POST, 0.4 M EAST OF A METAL RIGHT-OF-WAY POST, AND 0.6 M SOUTH OF AN
 OM0126'ORANGE FIBERGLASS WITNESS POST.
 OM0126
 OM0126                          STATION RECOVERY (2006)
 OM0126
 OM0126'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0126'RECOVERED IN GOOD CONDITION.
 OM0126
 OM0126                          STATION RECOVERY (2009)
 OM0126
 OM0126'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 OM0126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0305 ***********************************************************************
 OM0305  DESIGNATION -  A 95
 OM0305  PID         -  OM0305
 OM0305  STATE/COUNTY-  WI/MARQUETTE
 OM0305  COUNTRY     -  US
 OM0305  USGS QUAD   -  PRINCETON WEST (2018)
 OM0305
 OM0305                         *CURRENT SURVEY CONTROL
 OM0305  ______________________________________________________________________
 OM0305* NAD 83(1986) POSITION- 43 49 49.     (N) 089 13 57.     (W)   SCALED
 OM0305* NAVD 88 ORTHO HEIGHT -   239.600 (meters)      786.09  (feet) ADJUSTED
 OM0305  ______________________________________________________________________
 OM0305  GEOID HEIGHT    -        -36.119 (meters)                     GEOID18
 OM0305  DYNAMIC HEIGHT  -        239.546 (meters)      785.91  (feet) COMP
 OM0305  MODELED GRAVITY -    980,387.2   (mgal)                       NAVD 88
 OM0305
 OM0305  VERT ORDER      -  SECOND    CLASS 0
 OM0305
 OM0305.The horizontal coordinates were scaled from a map and have
 OM0305.an estimated accuracy of +/- 6 seconds.
 OM0305
 OM0305.The orthometric height was determined by differential leveling and
 OM0305.adjusted by the NATIONAL GEODETIC SURVEY
 OM0305.in June 1991.
 OM0305
 OM0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0305.GEOID18 height accuracy estimate available here.
 OM0305
 OM0305.Click photographs - Photos may exist for this station.
 OM0305
 OM0305.The dynamic height is computed by dividing the NAVD 88
 OM0305.geopotential number by the normal gravity value computed on the
 OM0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0305.degrees latitude (g = 980.6199 gals.).
 OM0305
 OM0305.The modeled gravity was interpolated from observed gravity values.
 OM0305
 OM0305;                    North         East    Units  Estimated Accuracy
 OM0305;SPC WI S     -   203,610.      661,730.      MT  (+/- 180 meters Scaled)
 OM0305
 OM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP204554(NAD 83)
 OM0305
 OM0305                          SUPERSEDED SURVEY CONTROL
 OM0305
 OM0305  NGVD 29 (??/??/92)  239.631  (m)          786.19   (f) ADJ UNCH    2 0
 OM0305
 OM0305.Superseded values are not recommended for survey control.
 OM0305
 OM0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0305.See file dsdata.pdf to determine how the superseded data were derived.
 OM0305
 OM0305_MARKER: P = PIPE CAP
 OM0305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0305_STAMPING: WIS 786 1915 A 95 1934
 OM0305_MARK LOGO: USGS
 OM0305_MAGNETIC: P = MARKER IS A STEEL PIPE
 OM0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0305
 OM0305  HISTORY     - Date     Condition        Report By
 OM0305  HISTORY     - 1915     MONUMENTED       USGS
 OM0305  HISTORY     - 1934     GOOD             CGS
 OM0305  HISTORY     - 1990     POOR             USPSQD
 OM0305  HISTORY     - 19910406 POOR             USPSQD
 OM0305  HISTORY     - 20030514 MARK NOT FOUND   WIDT
 OM0305
 OM0305                          STATION DESCRIPTION
 OM0305
 OM0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0305'7.4 MI SW FROM PRINCETON.
 OM0305'IN MARQUETTE COUNTY, 7.4 MILES SOUTHWEST ALONG STATE HIGHWAY 23
 OM0305'FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT PRINCETON,
 OM0305'GREEN LAKE COUNTY, AT THE JUNCTION OF A SIDE ROAD LEADING SOUTH,
 OM0305'27 FEET EAST OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE
 OM0305'CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST OF A TELEPHONE POLE.
 OM0305'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED WIS
 OM0305'1915 786 AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 OM0305'NOTE-- IT WAS REPORTED IN 1934, THAT THIS CAP WAS RESTAMPED
 OM0305'BY THE UNITED STATES COAST AND GEODETIC SURVEY A 95 1934.
 OM0305
 OM0305                          STATION RECOVERY (1990)
 OM0305
 OM0305'RECOVERY NOTE BY US POWER SQUADRON 1990 (GTS)
 OM0305'MARK RECOVERED IN POOR CONDITION.
 OM0305
 OM0305                          STATION RECOVERY (1991)
 OM0305
 OM0305'RECOVERY NOTE BY US POWER SQUADRON 1991 (GTS)
 OM0305'MARK RECOVERED IN POOR CONDITION.
 OM0305
 OM0305                          STATION RECOVERY (2003)
 OM0305
 OM0305'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (BLT)
 OM0305'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0507 ***********************************************************************
 OM0507  DESIGNATION -  A 96
 OM0507  PID         -  OM0507
 OM0507  STATE/COUNTY-  WI/ADAMS
 OM0507  COUNTRY     -  US
 OM0507  USGS QUAD   -  ADAMS (2018)
 OM0507
 OM0507                         *CURRENT SURVEY CONTROL
 OM0507  ______________________________________________________________________
 OM0507* NAD 83(1986) POSITION- 43 56 39.90   (N) 089 47 50.52   (W)   HD_HELD1
 OM0507* NAVD 88 ORTHO HEIGHT -   296.969 (meters)      974.31  (feet) ADJUSTED
 OM0507  ______________________________________________________________________
 OM0507  GEOID HEIGHT    -        -35.491 (meters)                     GEOID18
 OM0507  DYNAMIC HEIGHT  -        296.905 (meters)      974.10  (feet) COMP
 OM0507  MODELED GRAVITY -    980,397.8   (mgal)                       NAVD 88
 OM0507
 OM0507  VERT ORDER      -  SECOND    CLASS I
 OM0507
 OM0507.The horizontal coordinates were determined by differentially corrected
 OM0507.hand held GPS observations or other comparable positioning techniques
 OM0507.and have an estimated accuracy of +/- 3 meters.
 OM0507
 OM0507.The orthometric height was determined by differential leveling and
 OM0507.adjusted by the WI DEPT OF TRANSP
 OM0507.in May 2012.
 OM0507
 OM0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0507.GEOID18 height accuracy estimate available here.
 OM0507
 OM0507.Click photographs - Photos may exist for this station.
 OM0507
 OM0507.The dynamic height is computed by dividing the NAVD 88
 OM0507.geopotential number by the normal gravity value computed on the
 OM0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0507.degrees latitude (g = 980.6199 gals.).
 OM0507
 OM0507.The modeled gravity was interpolated from observed gravity values.
 OM0507
 OM0507;                    North         East    Units  Estimated Accuracy
 OM0507;SPC WI S     -   216,031.0     616,267.2     MT  (+/- 3 meters HH1 GPS) 
 OM0507
 OM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7551069503(NAD 83)
 OM0507
 OM0507                          SUPERSEDED SURVEY CONTROL
 OM0507
 OM0507  NAVD 88 (04/20/07)  296.951  (m)          974.25   (f) SUPERSEDED  2 1
 OM0507  NAVD 88 (06/15/91)  296.939  (m)          974.21   (f) SUPERSEDED  2 0
 OM0507  NGVD 29 (??/??/92)  296.957  (m)          974.27   (f) ADJ UNCH    2 0
 OM0507
 OM0507.Superseded values are not recommended for survey control.
 OM0507
 OM0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0507.See file dsdata.pdf to determine how the superseded data were derived.
 OM0507
 OM0507_MARKER: DB = BENCH MARK DISK
 OM0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0507_STAMPING: A 96 1934
 OM0507_MARK LOGO: CGS
 OM0507_PROJECTION: PROJECTING 4 CENTIMETERS
 OM0507_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0507+STABILITY: SURFACE MOTION
 OM0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0507+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 OM0507
 OM0507  HISTORY     - Date     Condition        Report By
 OM0507  HISTORY     - 1934     MONUMENTED       CGS
 OM0507  HISTORY     - 1943     GOOD             CGS
 OM0507  HISTORY     - 1983     MARK NOT FOUND   USGS
 OM0507  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 OM0507  HISTORY     - 20030430 GOOD             WIDT
 OM0507  HISTORY     - 20100601 GOOD             WIDT
 OM0507
 OM0507                          STATION DESCRIPTION
 OM0507
 OM0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OM0507'1 MI SE FROM ADAMS.
 OM0507'1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OM0507'FROM THE STATION AT ADAMS, ADAMS COUNTY, AT MILEAGE 123.46,
 OM0507'AT A STATION-ONE-MILE SIGN, AT A ROAD CROSSING, 55 FEET NORTH
 OM0507'OF THE CENTERLINE OF THE TRACK, 28 FEET EAST OF THE CENTERLINE
 OM0507'OF THE ROAD, 14 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT
 OM0507'SOUTHWEST OF THE FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 OM0507'A STANDARD DISK, STAMPED A 96 1934 AND SET IN THE TOP OF A
 OM0507'CONCRETE POST.
 OM0507
 OM0507                          STATION RECOVERY (1983)
 OM0507
 OM0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 OM0507'MARK NOT FOUND.
 OM0507
 OM0507                          STATION RECOVERY (1995)
 OM0507
 OM0507'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0507'MARK NOT FOUND.
 OM0507
 OM0507                          STATION RECOVERY (2003)
 OM0507
 OM0507'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0507'OWNERSHIP--TOWN OF ADAMS.  TO REACH THE STATION FROM THE JUNCTION OF
 OM0507'STATE HIGHWAY 13 WITH COUNTY HIGHWAY M AT THE INTERSECTION OF MAIN
 OM0507'STREET AND ANN STREET IN THE CITY OF ADAMS, GO EAST ON COUNTY HIGHWAY
 OM0507'M (ANN STREET) FOR 1.0 MI (1.61 KM) TO 11TH AVENUE, TURN RIGHT AND GO
 OM0507'SOUTH ON 11TH AVENUE FOR 0.5 MI (0.8 KM) TO THE RAILROAD TRACKS AND
 OM0507'THE STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND
 OM0507'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 24-CM SQUARE
 OM0507'CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 14.0
 OM0507'M (45.9 FT) EAST OF THE CENTERLINE OF 11TH AVENUE, 16.2 M (53.1 FT)
 OM0507'NORTH OF THE NORTH RAIL, 5.3 M (17.4 FT) EAST OF AN ORANGE AND WHITE
 OM0507'PLASTIC MARKER --BURIED CABLE-- POST, 4.7 M (15.4 FT) WEST-NORTHWEST
 OM0507'OF AN ORANGE AND WHITE PLASTIC MARKER --BURIED CABLE-- POST.
 OM0507'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 OM0507'TREES IN THREE QUADRANTS EXTENDING HIGHER THAN 25 DEGREES ABOVE THE
 OM0507'HORIZON.
 OM0507
 OM0507                          STATION RECOVERY (2010)
 OM0507
 OM0507'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 OM0507'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M
 OM0507'SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST AND 0.5 M WEST OF AN
 OM0507'ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0414 ***********************************************************************
 PN0414  DESIGNATION -  A 97
 PN0414  PID         -  PN0414
 PN0414  STATE/COUNTY-  WI/PORTAGE
 PN0414  COUNTRY     -  US
 PN0414  USGS QUAD   -  ALMOND (2018)
 PN0414
 PN0414                         *CURRENT SURVEY CONTROL
 PN0414  ______________________________________________________________________
 PN0414* NAD 83(1986) POSITION- 44 15 19.     (N) 089 23 10.     (W)   SCALED
 PN0414* NAVD 88 ORTHO HEIGHT -   353.422 (meters)     1159.52  (feet) ADJUSTED
 PN0414  ______________________________________________________________________
 PN0414  GEOID HEIGHT    -        -36.146 (meters)                     GEOID18
 PN0414  DYNAMIC HEIGHT  -        353.347 (meters)     1159.27  (feet) COMP
 PN0414  MODELED GRAVITY -    980,397.0   (mgal)                       NAVD 88
 PN0414
 PN0414  VERT ORDER      -  SECOND    CLASS 0
 PN0414
 PN0414.The horizontal coordinates were scaled from a map and have
 PN0414.an estimated accuracy of +/- 6 seconds.
 PN0414
 PN0414.The orthometric height was determined by differential leveling and
 PN0414.adjusted by the NATIONAL GEODETIC SURVEY
 PN0414.in June 1991.
 PN0414
 PN0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0414.GEOID18 height accuracy estimate available here.
 PN0414
 PN0414.Click photographs - Photos may exist for this station.
 PN0414
 PN0414.The dynamic height is computed by dividing the NAVD 88
 PN0414.geopotential number by the normal gravity value computed on the
 PN0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0414.degrees latitude (g = 980.6199 gals.).
 PN0414
 PN0414.The modeled gravity was interpolated from observed gravity values.
 PN0414
 PN0414;                    North         East    Units  Estimated Accuracy
 PN0414;SPC WI C     -    47,070.      649,030.      MT  (+/- 180 meters Scaled)
 PN0414
 PN0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ095029(NAD 83)
 PN0414
 PN0414                          SUPERSEDED SURVEY CONTROL
 PN0414
 PN0414  NGVD 29 (??/??/92)  353.432  (m)         1159.55   (f) ADJ UNCH    2 0
 PN0414
 PN0414.Superseded values are not recommended for survey control.
 PN0414
 PN0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0414.See file dsdata.pdf to determine how the superseded data were derived.
 PN0414
 PN0414_MARKER: DB = BENCH MARK DISK
 PN0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0414_STAMPING: A 97 1934
 PN0414_MARK LOGO: CGS
 PN0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0414+STABILITY: SURFACE MOTION
 PN0414
 PN0414  HISTORY     - Date     Condition        Report By
 PN0414  HISTORY     - 1934     MONUMENTED       CGS
 PN0414  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0414
 PN0414                          STATION DESCRIPTION
 PN0414
 PN0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EDW)
 PN0414'1.3 MI E FROM ALMOND.
 PN0414'1.3 MILES EAST OF DEPOT AT ALMOND ALONG THE CHICAGO AND NORTHWESTERN
 PN0414'RAILROAD AT ROAD CROSSING, 6 POLES EAST OF MILEPOLE 116.  SET
 PN0414'IN POST, 63 FEET EAST OF CENTERLINE OF ROAD, 33 FEET SOUTH OF
 PN0414'CENTERLINE OF TRACKS AND 4 FEET WEST OF POLE.  ABOUT 1 FOOT
 PN0414'BELOW LEVEL OF TRACKS.
 PN0414
 PN0414                          STATION RECOVERY (2004)
 PN0414
 PN0414'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0414'NOT FOUND.  RAILROAD HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0460 ***********************************************************************
 PN0460  DESIGNATION -  A 98
 PN0460  PID         -  PN0460
 PN0460  STATE/COUNTY-  WI/WAUSHARA
 PN0460  COUNTRY     -  US
 PN0460  USGS QUAD   -  SPRING LAKE (2018)
 PN0460
 PN0460                         *CURRENT SURVEY CONTROL
 PN0460  ______________________________________________________________________
 PN0460* NAD 83(1986) POSITION- 44 00 39.     (N) 089 10 20.     (W)   SCALED
 PN0460* NAVD 88 ORTHO HEIGHT -   253.118 (meters)      830.44  (feet) ADJUSTED
 PN0460  ______________________________________________________________________
 PN0460  GEOID HEIGHT    -        -36.276 (meters)                     GEOID18
 PN0460  DYNAMIC HEIGHT  -        253.065 (meters)      830.26  (feet) COMP
 PN0460  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 PN0460
 PN0460  VERT ORDER      -  SECOND    CLASS 0
 PN0460
 PN0460.The horizontal coordinates were scaled from a map and have
 PN0460.an estimated accuracy of +/- 6 seconds.
 PN0460
 PN0460.The orthometric height was determined by differential leveling and
 PN0460.adjusted by the NATIONAL GEODETIC SURVEY
 PN0460.in June 1991.
 PN0460
 PN0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0460.GEOID18 height accuracy estimate available here.
 PN0460
 PN0460.Click photographs - Photos may exist for this station.
 PN0460
 PN0460.The dynamic height is computed by dividing the NAVD 88
 PN0460.geopotential number by the normal gravity value computed on the
 PN0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0460.degrees latitude (g = 980.6199 gals.).
 PN0460
 PN0460.The modeled gravity was interpolated from observed gravity values.
 PN0460
 PN0460;                    North         East    Units  Estimated Accuracy
 PN0460;SPC WI S     -   223,720.      666,380.      MT  (+/- 180 meters Scaled)
 PN0460
 PN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP258753(NAD 83)
 PN0460
 PN0460                          SUPERSEDED SURVEY CONTROL
 PN0460
 PN0460  NGVD 29 (??/??/92)  253.142  (m)          830.52   (f) ADJ UNCH    2 0
 PN0460
 PN0460.Superseded values are not recommended for survey control.
 PN0460
 PN0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0460.See file dsdata.pdf to determine how the superseded data were derived.
 PN0460
 PN0460_MARKER: DB = BENCH MARK DISK
 PN0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0460_STAMPING: A 98 1934
 PN0460_MARK LOGO: CGS
 PN0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0460+STABILITY: SURFACE MOTION
 PN0460
 PN0460  HISTORY     - Date     Condition        Report By
 PN0460  HISTORY     - 1934     MONUMENTED       CGS
 PN0460  HISTORY     - 1960     GOOD             USGS
 PN0460  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0460
 PN0460                          STATION DESCRIPTION
 PN0460
 PN0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0460'AT GLEN ROCK.
 PN0460'AT GLEN ROCK ALONG THE CHICAGO AND NORTHWESTERN RAILROAD AT THE
 PN0460'CROSSING OF COUNTY ROAD N.  SET IN POST, 78 FEET SOUTH OF CENTERLINE
 PN0460'OF CROSSING, 21 FEET SOUTHEAST OF CENTERLINE OF TRACKS AND ABOUT
 PN0460'LEVEL WITH TRACKS.
 PN0460
 PN0460                          STATION RECOVERY (1960)
 PN0460
 PN0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 PN0460'RECOVERED IN GOOD CONDITION.
 PN0460
 PN0460                          STATION RECOVERY (2004)
 PN0460
 PN0460'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0460'NOT FOUND.  THE TRACKS HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0459 ***********************************************************************
 PN0459  DESIGNATION -  A 99
 PN0459  PID         -  PN0459
 PN0459  STATE/COUNTY-  WI/WAUSHARA
 PN0459  COUNTRY     -  US
 PN0459  USGS QUAD   -  PLAINFIELD (2018)
 PN0459
 PN0459                         *CURRENT SURVEY CONTROL
 PN0459  ______________________________________________________________________
 PN0459* NAD 83(1986) POSITION- 44 11 43.     (N) 089 29 49.     (W)   SCALED
 PN0459* NAVD 88 ORTHO HEIGHT -   345.426 (meters)     1133.29  (feet) ADJUSTED
 PN0459  ______________________________________________________________________
 PN0459  GEOID HEIGHT    -        -36.034 (meters)                     GEOID18
 PN0459  DYNAMIC HEIGHT  -        345.351 (meters)     1133.04  (feet) COMP
 PN0459  MODELED GRAVITY -    980,391.6   (mgal)                       NAVD 88
 PN0459
 PN0459  VERT ORDER      -  SECOND    CLASS 0
 PN0459
 PN0459.The horizontal coordinates were scaled from a map and have
 PN0459.an estimated accuracy of +/- 6 seconds.
 PN0459
 PN0459.The orthometric height was determined by differential leveling and
 PN0459.adjusted by the NATIONAL GEODETIC SURVEY
 PN0459.in June 1991.
 PN0459
 PN0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0459.GEOID18 height accuracy estimate available here.
 PN0459
 PN0459.Click photographs - Photos may exist for this station.
 PN0459
 PN0459.The dynamic height is computed by dividing the NAVD 88
 PN0459.geopotential number by the normal gravity value computed on the
 PN0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0459.degrees latitude (g = 980.6199 gals.).
 PN0459
 PN0459.The modeled gravity was interpolated from observed gravity values.
 PN0459
 PN0459;                    North         East    Units  Estimated Accuracy
 PN0459;SPC WI S     -   244,010.      640,220.      MT  (+/- 180 meters Scaled)
 PN0459
 PN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP004965(NAD 83)
 PN0459
 PN0459                          SUPERSEDED SURVEY CONTROL
 PN0459
 PN0459  NGVD 29 (??/??/92)  345.439  (m)         1133.33   (f) ADJ UNCH    2 0
 PN0459
 PN0459.Superseded values are not recommended for survey control.
 PN0459
 PN0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0459.See file dsdata.pdf to determine how the superseded data were derived.
 PN0459
 PN0459_MARKER: DB = BENCH MARK DISK
 PN0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0459_STAMPING: A 99 1934
 PN0459_MARK LOGO: CGS
 PN0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0459+STABILITY: SURFACE MOTION
 PN0459
 PN0459  HISTORY     - Date     Condition        Report By
 PN0459  HISTORY     - 1934     MONUMENTED       CGS
 PN0459  HISTORY     - 20030619 MARK NOT FOUND   WIDT
 PN0459
 PN0459                          STATION DESCRIPTION
 PN0459
 PN0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0459'1.4 MI S FROM PLAINFIELD.
 PN0459'1.4 MILES SOUTH OF DEPOT AT PLAINFIELD ALONG THE MINNEAPOLIS,
 PN0459'ST PAUL AND SOO STE MARIE RAILROAD AT ROAD CROSSING, 22 POLES
 PN0459'SOUTH OF MILEPOLE P-22.  SET IN POST, 68 FEET SOUTH OF CENTERLINE
 PN0459'OF ROAD, 45 FEET EAST OF CENTERLINE OF TRACKS AND 4 FEET NORTH OF
 PN0459'POLE.
 PN0459
 PN0459                          STATION RECOVERY (2003)
 PN0459
 PN0459'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN0459'TRACKS OBLITERATED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5251 ***********************************************************************
 DN5251  DESIGNATION -  A AND G
 DN5251  PID         -  DN5251
 DN5251  STATE/COUNTY-  WI/BURNETT
 DN5251  COUNTRY     -  US
 DN5251  USGS QUAD   -  MCKENZIE LAKE (2018)
 DN5251
 DN5251                         *CURRENT SURVEY CONTROL
 DN5251  ______________________________________________________________________
 DN5251* NAD 83(1986) POSITION- 45 53 13.6    (N) 092 03 29.6    (W)   HD_HELD2
 DN5251* NAVD 88 ORTHO HEIGHT -   313.270 (meters)     1027.79  (feet) ADJUSTED
 DN5251  ______________________________________________________________________
 DN5251  GEOID HEIGHT    -        -27.512 (meters)                     GEOID18
 DN5251  DYNAMIC HEIGHT  -        313.287 (meters)     1027.84  (feet) COMP
 DN5251  MODELED GRAVITY -    980,659.7   (mgal)                       NAVD 88
 DN5251
 DN5251  VERT ORDER      -  SECOND    CLASS I
 DN5251
 DN5251.The horizontal coordinates were established by autonomous hand held GPS
 DN5251.observations and have an estimated accuracy of +/- 10 meters.
 DN5251
 DN5251.The orthometric height was determined by differential leveling and
 DN5251.adjusted by the WI DEPT OF TRANSP
 DN5251.in May 2012.
 DN5251
 DN5251.No vertical observational check was made to the station.
 DN5251
 DN5251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5251.GEOID18 height accuracy estimate available here.
 DN5251
 DN5251.Click photographs - Photos may exist for this station.
 DN5251
 DN5251.The dynamic height is computed by dividing the NAVD 88
 DN5251.geopotential number by the normal gravity value computed on the
 DN5251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5251.degrees latitude (g = 980.6199 gals.).
 DN5251
 DN5251.The modeled gravity was interpolated from observed gravity values.
 DN5251
 DN5251;                    North         East    Units  Estimated Accuracy
 DN5251;SPC WI N     -    82,143.      440,264.      MT  (+/- 10 meters HH2 GPS)
 DN5251
 DN5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7307281936(NAD 83)
 DN5251
 DN5251                          SUPERSEDED SURVEY CONTROL
 DN5251
 DN5251.No superseded survey control is available for this station.
 DN5251
 DN5251_MARKER: DB = BENCH MARK DISK
 DN5251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5251_STAMPING: A AND G 2009
 DN5251_MARK LOGO: WI-013
 DN5251_PROJECTION: FLUSH
 DN5251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5251+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2010
 DN5251
 DN5251  HISTORY     - Date     Condition        Report By
 DN5251  HISTORY     - 2009     MONUMENTED       WI-013
 DN5251  HISTORY     - 20100405 GOOD             WI-013
 DN5251
 DN5251                          STATION DESCRIPTION
 DN5251
 DN5251'DESCRIBED BY BURNETT COUNTY WISCONSIN 2010 (JET)
 DN5251'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5251'HIGHWAY H, LOCATED ABOUT 10 MI (16.1 KM) WEST OF THE CITY OF SPOONER,
 DN5251'WI, GO NORTH ON COUNTY HIGHWAY H FOR 4.2 MI (6.8 KM) TO COUNTY HIGHWAY
 DN5251'G.  TURN RIGHT AND GO EAST ON COUNTY HIGHWAY G FOR 1.9 MI (3.1 KM) TO
 DN5251'THE STATION ON THE LEFT IN THE NORTHWEST QUADRANT OF THE JUNCTION
 DN5251'COUNTY HIGHWAY A WITH COUNTY HIGHWAY G.
 DN5251'
 DN5251'THE STATION IS A BRONZE BURNETT COUNTY BENCH MARK DISK SET IN THE TOP
 DN5251'OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT.
 DN5251'
 DN5251'THE STATION IS LOCATED 92 FT (28.0 M) NORTH OF THE EDGE OF PAVEMENT OF
 DN5251'COUNTY HIGHWAY G, 180 FT (54.9 M) WEST OF THE EDGE OF PAVEMENT OF
 DN5251'COUNTY HIGHWAY A, 15 FT (4.6 M) EAST OF A CULTIVATED FIELD AND IS 1 M
 DN5251'(3.3 FT) FROM THREE METAL WITNESS POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5254 ***********************************************************************
 DN5254  DESIGNATION -  A AND H
 DN5254  PID         -  DN5254
 DN5254  STATE/COUNTY-  WI/BURNETT
 DN5254  COUNTRY     -  US
 DN5254  USGS QUAD   -  MCKENZIE LAKE (2018)
 DN5254
 DN5254                         *CURRENT SURVEY CONTROL
 DN5254  ______________________________________________________________________
 DN5254* NAD 83(1986) POSITION- 45 56 33.     (N) 092 06 16.     (W)   SCALED
 DN5254* NAVD 88 ORTHO HEIGHT -   319.947 (meters)     1049.69  (feet) ADJUSTED
 DN5254  ______________________________________________________________________
 DN5254  GEOID HEIGHT    -        -27.068 (meters)                     GEOID18
 DN5254  DYNAMIC HEIGHT  -        319.971 (meters)     1049.77  (feet) COMP
 DN5254  MODELED GRAVITY -    980,680.0   (mgal)                       NAVD 88
 DN5254
 DN5254  VERT ORDER      -  SECOND    CLASS I
 DN5254
 DN5254.The horizontal coordinates were scaled from a map and have
 DN5254.an estimated accuracy of +/- 6 seconds.
 DN5254
 DN5254.The orthometric height was determined by differential leveling and
 DN5254.adjusted by the WI DEPT OF TRANSP
 DN5254.in May 2012.
 DN5254
 DN5254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5254.GEOID18 height accuracy estimate available here.
 DN5254
 DN5254.Click photographs - Photos may exist for this station.
 DN5254
 DN5254.The dynamic height is computed by dividing the NAVD 88
 DN5254.geopotential number by the normal gravity value computed on the
 DN5254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5254.degrees latitude (g = 980.6199 gals.).
 DN5254
 DN5254.The modeled gravity was interpolated from observed gravity values.
 DN5254
 DN5254;                    North         East    Units  Estimated Accuracy
 DN5254;SPC WI N     -    88,390.      436,840.      MT  (+/- 180 meters Scaled)
 DN5254
 DN5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL694880(NAD 83)
 DN5254
 DN5254                          SUPERSEDED SURVEY CONTROL
 DN5254
 DN5254.No superseded survey control is available for this station.
 DN5254
 DN5254_MARKER: DD = SURVEY DISK
 DN5254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5254_STAMPING: A AND H 2009
 DN5254_MARK LOGO: WI-013
 DN5254_PROJECTION: FLUSH
 DN5254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5254+STABILITY: SURFACE MOTION
 DN5254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5254+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 DN5254
 DN5254  HISTORY     - Date     Condition        Report By
 DN5254  HISTORY     - 2009     MONUMENTED       WI-013
 DN5254  HISTORY     - 20100420 GOOD             WI-013
 DN5254
 DN5254                          STATION DESCRIPTION
 DN5254
 DN5254'DESCRIBED BY BURNETT COUNTY WISCONSIN 2010 (JET)
 DN5254'TO REACH THIS STATION FROM THE NORTH JUNCTION OF STATE HIGHWAY 35 AND
 DN5254'STATE HIGHWAY 70 JUST NORTH OF THE VILLAGE OF SIREN, GO EAST ON STATE
 DN5254'HIGHWAY 70 FOR 14.1 MI (22.7 KM) TO COUNTY ROAD H, GO NORTH ON COUNTY
 DN5254'ROAD H FOR 9.04 MI (14.5 KM) TO THE STATION ON THE RIGHT.
 DN5254'
 DN5254'THE STATION IS A BURNETT COUNTY BENCH MARK DISK SET IN THE TOP OF A
 DN5254'40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH
 DN5254'THE GROUND AND APPROXIMATELY 0.3 M (1.0 FT) HIGHER THAN THE ROAD
 DN5254'SURFACE.
 DN5254'
 DN5254'THE STATION IS 37.0 FT (11.3 M) EAST OF THE CENTERLINE OF COUNTY ROAD
 DN5254'H, 354 FT (107.9 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD A, 75.0 FT
 DN5254'(22.9 M) SOUTHWEST OF THE SOUTHWEST BUILDING CORNER OF THE SCOTT FIRE
 DN5254'DEPARTMENT, 8.5 FT (2.6 M) SOUTH/SOUTHEAST OF A FLAG POLE AND IS 1 M
 DN5254'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA4607 ***********************************************************************
 AA4607  SACS        -  This is a Secondary Airport Control Station.
 AA4607  DESIGNATION -  A3 MKE 1976
 AA4607  PID         -  AA4607
 AA4607  STATE/COUNTY-  WI/MILWAUKEE
 AA4607  COUNTRY     -  US
 AA4607  USGS QUAD   -  GREENDALE (2018)
 AA4607
 AA4607                         *CURRENT SURVEY CONTROL
 AA4607  ______________________________________________________________________
 AA4607* NAD 83(2011) POSITION- 42 57 28.42402(N) 087 53 38.04134(W)   ADJUSTED
 AA4607* NAD 83(2011) ELLIP HT-   169.351 (meters)        (06/27/12)   ADJUSTED
 AA4607* NAD 83(2011) EPOCH   -  2010.00
 AA4607* NAVD 88 ORTHO HEIGHT -   204.40  (meters)      670.6   (feet) GPS OBS
 AA4607  ______________________________________________________________________
 AA4607  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AA4607  GEOID HEIGHT    -        -35.057 (meters)                     GEOID99
 AA4607  GEOID HEIGHT    -        -35.046 (meters)                     GEOID18
 AA4607  NAD 83(2011) X  -    171,816.473 (meters)                     COMP
 AA4607  NAD 83(2011) Y  - -4,672,107.824 (meters)                     COMP
 AA4607  NAD 83(2011) Z  -  4,324,195.101 (meters)                     COMP
 AA4607  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 AA4607
 AA4607  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4607  Standards:
 AA4607         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4607            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4607  -------------------------------------------------------------------
 AA4607  NETWORK    1.04   1.82           0.48   0.34   0.93      0.15503396
 AA4607  -------------------------------------------------------------------
 AA4607  Click here for local accuracies and other accuracy information.
 AA4607
 AA4607.This mark is at General Mitchell Intl Airport (MKE)
 AA4607
 AA4607.The horizontal coordinates were established by GPS observations
 AA4607.and adjusted by the National Geodetic Survey in June 2012.
 AA4607
 AA4607.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA4607.been affixed to the stable North American tectonic plate. See 
 AA4607.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA4607
 AA4607.The horizontal coordinates are valid at the epoch date displayed above
 AA4607.which is a decimal equivalence of Year/Month/Day.
 AA4607
 AA4607.The orthometric height was determined by GPS observations and a
 AA4607.high-resolution geoid model.
 AA4607
 AA4607.GPS derived orthometric heights for airport stations designated as
 AA4607.PACS or SACS are published to 2 decimal places.  This maintains
 AA4607.centimeter relative accuracy between the PACS and SACS.  It does
 AA4607.not indicate centimeter accuracy relative to other marks which are
 AA4607.part of the published vertical control network.
 AA4607
 AA4607.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4607.GEOID18 height accuracy estimate available here.
 AA4607
 AA4607.Click photographs - Photos may exist for this station.
 AA4607
 AA4607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4607
 AA4607.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA4607
 AA4607.The ellipsoidal height was determined by GPS observations
 AA4607.and is referenced to NAD 83.
 AA4607
 AA4607. The following values were computed from the NAD 83(2011) position.
 AA4607
 AA4607;                    North         East     Units Scale Factor Converg.
 AA4607;SPC WI S     -   108,583.232   771,825.868   MT  0.99996230   +1 26 49.6
 AA4607;SPC WI S     -   356,243.49  2,532,232.04   sFT  0.99996230   +1 26 49.6
 AA4607;UTM  16      - 4,756,526.788   427,089.708   MT  0.99966540   -0 36 33.1
 AA4607
 AA4607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4607!SPC WI S     -   0.99997344  x   0.99996230  =   0.99993574
 AA4607!UTM  16      -   0.99997344  x   0.99966540  =   0.99963885
 AA4607
 AA4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2708956526(NAD 83)
 AA4607
 AA4607                          SUPERSEDED SURVEY CONTROL
 AA4607
 AA4607  NAD 83(2007)-  42 57 28.42403(N)    087 53 38.04214(W) AD(2002.00) 0
 AA4607  ELLIP H (02/10/07)  169.387  (m)                       GP(2002.00)    
 AA4607  NAD 83(1997)-  42 57 28.42414(N)    087 53 38.04219(W) AD(       ) 1
 AA4607  ELLIP H (05/03/99)  169.412  (m)                       GP(       ) 4 1
 AA4607  NAD 83(1991)-  42 57 28.42346(N)    087 53 38.03964(W) AD(       ) 1
 AA4607  ELLIP H (09/30/94)  169.509  (m)                       GP(       ) 4 2
 AA4607  NGVD 29             204.47   (m)          670.8    (f) LEVELING    3  
 AA4607
 AA4607.Superseded values are not recommended for survey control.
 AA4607
 AA4607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4607.See file dsdata.pdf to determine how the superseded data were derived.
 AA4607
 AA4607_MARKER: DD = SURVEY DISK
 AA4607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4607_STAMPING: A3 MKE 1976
 AA4607_MARK LOGO: NOS
 AA4607_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4607+STABILITY: SURFACE MOTION
 AA4607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4607+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2000
 AA4607
 AA4607  HISTORY     - Date     Condition        Report By
 AA4607  HISTORY     - 1976     MONUMENTED       NOS
 AA4607  HISTORY     - 19920805 GOOD             NGS
 AA4607  HISTORY     - 20000720 GOOD             NGS
 AA4607
 AA4607                          STATION DESCRIPTION
 AA4607
 AA4607'DESCRIBED BY NATIONAL OCEAN SERVICE 1976 (AMS)
 AA4607'THE STATION IS LOCATED ON THE NORTH SIDE OF GENERAL MITCHELL
 AA4607'INTERNATIONAL AIRPORT IN MILWAUKEE, WI. THE STATION IS 208.5 FT (63.6
 AA4607'M) SOUTHEAST OF THE SOUTHEAST CORNER OF A RAMP AREA, 149.8 FT (45.7 M)
 AA4607'WEST OF THE WEST EDGE OF THE STOPWAY, 120.5 FT (36.7 M) NORTH OF THE
 AA4607'NORTH EDGE OF A CONCRETE TAXIWAY, 103.0 FT (31.4 M) NORTHWEST OF THE
 AA4607'CENTER OF A ROUND STEEL DRAIN (LOCATED IN THE NORTHWEST CORNER OF THE
 AA4607'ASPHALT AREA SURROUNDING THE THRESHOLD LIGHTS). THE STATION IS A
 AA4607'STANDARD NOS DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA4607'STATION WAS RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS
 AA4607'PARTY. ACCESS TO THE AIRPORT AND THE STATION MAY BE OBTAINED BY
 AA4607'CONTACTING THE AIRPORT MANAGERS OFFICE, 5300 SOUTH HOWELL AVENUE,
 AA4607'MILWAUKEE, WI 53207.
 AA4607
 AA4607                          STATION RECOVERY (1992)
 AA4607
 AA4607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AA4607'THE STATION IS LOCATED IN THE NORTH PART OF THE AIRPORT NEAR RUNWAY
 AA4607'END 19R.  IT IS 208.5 FT (63.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 AA4607'A RAMP AREA, 149.8 FT (45.7 M) WEST OF THE WEST EDGE OF THE STOPWAY,
 AA4607'120.5 FT (36.7 M) NORTH OF THE NORTH EDGE OF THE CONCRETE TAXIWAY, AND
 AA4607'103.0 FT (31.4 M) NORTHWEST OF THE CENTER OF A ROUND STEEL DRAIN IN
 AA4607'THE ASPHALT SURROUNDING THE THRESHOLD LIGHTS.  IT IS AN NOS DISK
 AA4607'STAMPED---A3 MKE 1976---, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AA4607'WITH THE GROUND.
 AA4607
 AA4607                          STATION RECOVERY (2000)
 AA4607
 AA4607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AA4607'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 AA4607'(SACS) .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0335 ***********************************************************************
 NH0335  DESIGNATION -  AA 115 RESET
 NH0335  PID         -  NH0335
 NH0335  STATE/COUNTY-  WI/WALWORTH
 NH0335  COUNTRY     -  US
 NH0335  USGS QUAD   -  ELKHORN (2018)
 NH0335
 NH0335                         *CURRENT SURVEY CONTROL
 NH0335  ______________________________________________________________________
 NH0335* NAD 83(1986) POSITION- 42 42 34.     (N) 088 32 32.     (W)   SCALED
 NH0335* NAVD 88 ORTHO HEIGHT -   277.35  (+/-2cm)      909.9   (feet) VERTCON3
 NH0335  ______________________________________________________________________
 NH0335  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 NH0335  VERT ORDER      -  THIRD (See Below)
 NH0335
 NH0335.The horizontal coordinates were scaled from a map and have
 NH0335.an estimated accuracy of +/- 6 seconds.
 NH0335
 NH0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0335
 NH0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0335.GEOID18 height accuracy estimate available here.
 NH0335
 NH0335.The vertical order pertains to the NGVD 29 superseded value.
 NH0335
 NH0335.Click photographs - Photos may exist for this station.
 NH0335
 NH0335;                    North         East    Units  Estimated Accuracy
 NH0335;SPC WI S     -    79,860.      719,420.      MT  (+/- 180 meters Scaled)
 NH0335
 NH0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN737297(NAD 83)
 NH0335
 NH0335                          SUPERSEDED SURVEY CONTROL
 NH0335
 NH0335  NGVD 29 (07/09/15)  277.41   (m)          910.1    (f) RESET       3  
 NH0335
 NH0335.Superseded values are not recommended for survey control.
 NH0335
 NH0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0335.See file dsdata.pdf to determine how the superseded data were derived.
 NH0335
 NH0335_MARKER: DB = BENCH MARK DISK
 NH0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0335_STAMPING: AA 115 RESET 1960
 NH0335_MARK LOGO: CGS
 NH0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0335+STABILITY: SURFACE MOTION
 NH0335
 NH0335  HISTORY     - Date     Condition        Report By
 NH0335  HISTORY     - 1960     MONUMENTED       WIHD
 NH0335  HISTORY     - 20060805 MARK NOT FOUND   USPSQD
 NH0335
 NH0335                          STATION DESCRIPTION
 NH0335
 NH0335'DESCRIBED BY WI HIGHWAY DEPT 1960
 NH0335'3 MI N FROM ELKHORN.
 NH0335'THIS MARK IS LOCATED ABOUT 3 MILES NORTH ALONG U.S. HIGHWAY 12
 NH0335'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH0335'STATION AT ELKHORN, AT A WAYSIDE PARK ALONG THE EAST SIDE OF THE
 NH0335'HIGHWAY, ON A CONCRETE MONUMENT SET IN THE EAST FENCE LINE, 50
 NH0335'FEET FROM THE CENTER OF THE HIGHWAY, 400 FEET SOUTH OF TWIN
 NH0335'ARCH CULVERTS IN SUGAR CREEK, AND 2 FEET LOWER THAN THE HIGHWAY.
 NH0335
 NH0335                          STATION RECOVERY (2006)
 NH0335
 NH0335'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH0335'THE STATION WAS NOT FOUND.  THE PROPERTY IS NOW A GOLF COURSE WITH NO
 NH0335'FENCES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0619 ***********************************************************************
 PN0619  DESIGNATION -  ABBEY
 PN0619  PID         -  PN0619
 PN0619  STATE/COUNTY-  WI/BROWN
 PN0619  COUNTRY     -  US
 PN0619  USGS QUAD   -  DE PERE (2018)
 PN0619
 PN0619                         *CURRENT SURVEY CONTROL
 PN0619  ______________________________________________________________________
 PN0619* NAD 83(1986) POSITION- 44 27 44.93   (N) 088 03 03.78   (W)   HD_HELD1
 PN0619* NAVD 88 ORTHO HEIGHT -   183.361 (meters)      601.58  (feet) ADJUSTED
 PN0619  ______________________________________________________________________
 PN0619  GEOID HEIGHT    -        -36.227 (meters)                     GEOID18
 PN0619  DYNAMIC HEIGHT  -        183.337 (meters)      601.50  (feet) COMP
 PN0619  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 PN0619
 PN0619  VERT ORDER      -  SECOND    CLASS I
 PN0619
 PN0619.The horizontal coordinates were determined by differentially corrected
 PN0619.hand held GPS observations or other comparable positioning techniques
 PN0619.and have an estimated accuracy of +/- 3 meters.
 PN0619
 PN0619.The orthometric height was determined by differential leveling and
 PN0619.adjusted by the WI DEPT OF TRANSP
 PN0619.in May 2012.
 PN0619
 PN0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0619.GEOID18 height accuracy estimate available here.
 PN0619
 PN0619.Click photographs - Photos may exist for this station.
 PN0619
 PN0619.The dynamic height is computed by dividing the NAVD 88
 PN0619.geopotential number by the normal gravity value computed on the
 PN0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0619.degrees latitude (g = 980.6199 gals.).
 PN0619
 PN0619.The modeled gravity was interpolated from observed gravity values.
 PN0619
 PN0619;                    North         East    Units  Estimated Accuracy
 PN0619;SPC WI C     -    71,770.7     755,078.4     MT  (+/- 3 meters HH1 GPS) 
 PN0619
 PN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1639023778(NAD 83)
 PN0619
 PN0619                          SUPERSEDED SURVEY CONTROL
 PN0619
 PN0619  NAVD 88 (06/15/91)  183.367  (m)          601.60   (f) SUPERSEDED  1 0
 PN0619
 PN0619.Superseded values are not recommended for survey control.
 PN0619
 PN0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0619.See file dsdata.pdf to determine how the superseded data were derived.
 PN0619
 PN0619_MARKER: F = FLANGE-ENCASED ROD
 PN0619_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0619_PROJECTION: RECESSED 3 CENTIMETERS
 PN0619_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0619+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2008
 PN0619_ROD/PIPE-DEPTH: 3.05 meters
 PN0619
 PN0619  HISTORY     - Date     Condition        Report By
 PN0619  HISTORY     - 1974     MONUMENTED       NOS
 PN0619  HISTORY     - 19940511 GOOD             WI-009
 PN0619  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 PN0619  HISTORY     - 20040623 GOOD             USPSQD
 PN0619  HISTORY     - 20050623 GOOD             USPSQD
 PN0619  HISTORY     - 20050808 GOOD             WIDT
 PN0619  HISTORY     - 20080820 GOOD             WIDT
 PN0619
 PN0619                          STATION DESCRIPTION
 PN0619
 PN0619'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0619'1.1 MI NORTH FROM DEPERE.
 PN0619'1.1 MILES NORTH ALONG WISCONSIN HIGHWAY 57 FROM THE INTERSECTION OF
 PN0619'GEORGE STREET AND BROADWAY WISCONSIN HIGHWAY 57 IN DEPERE, ON THE
 PN0619'EAST SIDE OF THE FOX RIVER, 172.5 FT. EAST OF U.P. NO. 56 BB23, 109
 PN0619'FT. EAST OF THE HIGHWAY, 51 FT. NORTHEAST OF CENTERLINE OF ROAD
 PN0619'LEADING TO ST. NORBERT ABBEY, 29.8 FT. SOUTHEAST OF LIGHT ON
 PN0619'NORTHERLY END OF HORSESHOE ENTRANCE, 14.1 FT. WEST OF EASTERLY TREE,
 PN0619'10.4 FT. NORTH OF MOST SOUTHERLY AND 2.2 FT. SOUTH OF NORTHERNMOST
 PN0619'TREE OF THREE 6 INCH APPLE TREES FORMING A TRIANGLE, AND THE TOP OF A
 PN0619'5/8 INCH DIAMETER COPPER COATED STEEL ROD, 10 FT. LONG, ENCASED IN A
 PN0619'6 INCH DIAMETER CONCRETE PIPE WITH COVER, 1 FT. BELOW THE GROUND
 PN0619'SURFACE.
 PN0619
 PN0619                          STATION RECOVERY (1994)
 PN0619
 PN0619'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0619'RECOVERED AS DESCRIBED.  2.2 FEET (0.7 M) TO THE SOUTH OF THE NORTHERN
 PN0619'MOST TREE SHOULD BE 9.4 FEET.
 PN0619
 PN0619                          STATION RECOVERY (2003)
 PN0619
 PN0619'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0619'NOT FOUND.  MAY BE TOO DEEP UNDER THE GROUND FOR MY DETECTION.
 PN0619
 PN0619                          STATION RECOVERY (2004)
 PN0619
 PN0619'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0619'6 IN. DEEP AT N44 27 742 AND W 088 03 032 BY MY GPS. NOW MARKED WITH A
 PN0619'STAKE BY COUNTY SURVEYOR OFFICE. LOCATED BY ELECTONIC DEVICE.
 PN0619
 PN0619                          STATION RECOVERY (2005)
 PN0619
 PN0619'RECOVERY NOTE BY US POWER SQUADRON 2005
 PN0619'SURVEY STAKE REMOVED. DEPRESSION IN GROUND MARKING MARK. RED MARKER
 PN0619'FLAGS AT SITE.
 PN0619
 PN0619                          STATION RECOVERY (2005)
 PN0619
 PN0619'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0619'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 0.3 M SOUTHWEST OF
 PN0619'AN ORANGE FIBERGLASS WITNESS POST.
 PN0619
 PN0619                          STATION RECOVERY (2008)
 PN0619
 PN0619'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PN0619'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0192 ***********************************************************************
 QM0192  DESIGNATION -  ABBOT
 QM0192  PID         -  QM0192
 QM0192  STATE/COUNTY-  WI/ONEIDA
 QM0192  COUNTRY     -  US
 QM0192  USGS QUAD   -  MOEN LAKE (2018)
 QM0192
 QM0192                         *CURRENT SURVEY CONTROL
 QM0192  ______________________________________________________________________
 QM0192* NAD 83(1991) POSITION- 45 39 44.70739(N) 089 21 42.56187(W)   ADJUSTED
 QM0192* NAVD 88 ORTHO HEIGHT -   481.061 (meters)     1578.28  (feet) ADJUSTED
 QM0192  ______________________________________________________________________
 QM0192  GEOID HEIGHT    -        -32.162 (meters)                     GEOID18
 QM0192  LAPLACE CORR    -         -7.21  (seconds)                    DEFLEC18
 QM0192  DYNAMIC HEIGHT  -        481.034 (meters)     1578.19  (feet) COMP
 QM0192  MODELED GRAVITY -    980,545.2   (mgal)                       NAVD 88
 QM0192
 QM0192  HORZ ORDER      -  FIRST
 QM0192  VERT ORDER      -  FIRST     CLASS II
 QM0192
 QM0192.The horizontal coordinates were established by classical geodetic methods
 QM0192.and adjusted by the National Geodetic Survey in November 1991.
 QM0192
 QM0192.The orthometric height was determined by differential leveling and
 QM0192.adjusted by the NATIONAL GEODETIC SURVEY
 QM0192.in June 1991.
 QM0192
 QM0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0192.GEOID18 height accuracy estimate available here.
 QM0192
 QM0192.Click photographs - Photos may exist for this station.
 QM0192
 QM0192.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0192
 QM0192.The dynamic height is computed by dividing the NAVD 88
 QM0192.geopotential number by the normal gravity value computed on the
 QM0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0192.degrees latitude (g = 980.6199 gals.).
 QM0192
 QM0192.The modeled gravity was interpolated from observed gravity values.
 QM0192
 QM0192. The following values were computed from the NAD 83(1991) position.
 QM0192
 QM0192;                    North         East     Units Scale Factor Converg.
 QM0192;SPC WI N     -    55,299.507   649,733.758   MT  0.99998400   +0 27 37.3
 QM0192;SPC WI N     -   181,428.47  2,131,668.17   sFT  0.99998400   +0 27 37.3
 QM0192;UTM  16      - 5,059,254.060   316,010.751   MT  1.00001620   -1 41 23.0
 QM0192
 QM0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0192!SPC WI N     -   0.99992963  x   0.99998400  =   0.99991363
 QM0192!UTM  16      -   0.99992963  x   1.00001620  =   0.99994583
 QM0192
 QM0192:                Primary Azimuth Mark                     Grid Az
 QM0192:SPC WI N     -  COX                                      067 07 21.5
 QM0192:UTM  16      -  COX                                      069 16 21.8
 QM0192
 QM0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1601059254(NAD 83)
 QM0192
 QM0192|---------------------------------------------------------------------|
 QM0192| PID    Reference Object                     Distance      Geod. Az  |
 QM0192|                                                           dddmmss.s |
 QM0192| QM0193 COX                                 APPROX. 2.3 KM 0673458.8 |
 QM0192|---------------------------------------------------------------------|
 QM0192
 QM0192                          SUPERSEDED SURVEY CONTROL
 QM0192
 QM0192  NAD 83(1986)-  45 39 44.70097(N)    089 21 42.55911(W) AD(       ) 1
 QM0192  NAD 27      -  45 39 44.86100(N)    089 21 42.08300(W) AD(       ) 1
 QM0192  USSD        -  45 39 45.00400(N)    089 21 41.91200(W) AD(       ) 3
 QM0192  NGVD 29 (??/??/92)  481.048  (m)         1578.24   (f) ADJ UNCH    1 2
 QM0192  NGVD 29             481.05   (m)         1578.2    (f) LEVELING    3  
 QM0192
 QM0192.Superseded values are not recommended for survey control.
 QM0192
 QM0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0192.See file dsdata.pdf to determine how the superseded data were derived.
 QM0192
 QM0192_MARKER: DS = TRIANGULATION STATION DISK
 QM0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0192_STAMPING: ABBOT 1921
 QM0192_MARK LOGO: CGS
 QM0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0192+STABILITY: SURFACE MOTION
 QM0192
 QM0192  HISTORY     - Date     Condition        Report By
 QM0192  HISTORY     - 1921     MONUMENTED       CGS
 QM0192  HISTORY     - 1922     GOOD             CGS
 QM0192  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QM0192  HISTORY     - 1964     MARK NOT FOUND   USGS
 QM0192  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0192
 QM0192                          STATION DESCRIPTION
 QM0192
 QM0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0192'STATION IS ABOUT 3-7/8 MILES E OF RHINELANDER, ON THE EXTENSION
 QM0192'OF THE N RAIL FROM THE E AT THE SECOND CURVE W OF ROOSEVELT, 110
 QM0192'METERS W OF THE POINT OF TANGENCY, 55 METERS W OF MILEPOST 220,
 QM0192'40 METERS W OF RAILROAD CULVERT 219 T, AND 11.42 METERS (37.48
 QM0192'FEET) S OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QM0192'RAILWAY.
 QM0192'
 QM0192'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QM0192'CONCRETE.
 QM0192'
 QM0192'UNDERGROUND MARK IS A REFERENCE MARK DISK SET IN CONCRETE.
 QM0192'
 QM0192'REFERENCE MARK IS ON THE N SIDE OF THE RAILROAD.
 QM0192
 QM0192                          STATION RECOVERY (1922)
 QM0192
 QM0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0192'3.8 MI W FROM RHINELANDER.
 QM0192'ABOUT 3 7/8 MILES EAST OF RHINELANDER, ON THE EXTENSION OF THE
 QM0192'NORTH RAIL FROM THE EAST AT THE SECOND CURVE WEST OF ROOSEVELT,
 QM0192'110 METERS WEST OF THE P.T., 55 METERS WEST OF MILEPOST 220,
 QM0192'40 METERS WEST OF R.R. CULVERT 219 T. AND 11.42 METERS (37.48 FT.)
 QM0192'SOUTH OF THE M.ST.P. AND S.STE.M.RY.
 QM0192
 QM0192                          STATION RECOVERY (1952)
 QM0192
 QM0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0192'DUE TO HIGH WATER AND TALL SWAMP GRASS NO ATTEMPT WAS MADE
 QM0192'FOR THE RECOVERY OF THE MARKS.
 QM0192
 QM0192                          STATION RECOVERY (1964)
 QM0192
 QM0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QM0192'MARK NOT FOUND.
 QM0192
 QM0192                          STATION RECOVERY (1985)
 QM0192
 QM0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AE8635 ***********************************************************************
 AE8635  DESIGNATION -  ABBOTSFORD GPS
 AE8635  PID         -  AE8635
 AE8635  STATE/COUNTY-  WI/MARATHON
 AE8635  COUNTRY     -  US
 AE8635  USGS QUAD   -  ABBOTSFORD (2018)
 AE8635
 AE8635                         *CURRENT SURVEY CONTROL
 AE8635  ______________________________________________________________________
 AE8635* NAD 83(2011) POSITION- 44 59 09.81066(N) 090 18 56.91715(W)   ADJUSTED
 AE8635* NAD 83(2011) ELLIP HT-   417.057 (meters)        (06/27/12)   ADJUSTED
 AE8635* NAD 83(2011) EPOCH   -  2010.00
 AE8635* NAVD 88 ORTHO HEIGHT -   449.656 (meters)     1475.25  (feet) ADJUSTED
 AE8635  ______________________________________________________________________
 AE8635  GEOID HEIGHT    -        -32.592 (meters)                     GEOID18
 AE8635  NAD 83(2011) X  -    -24,908.182 (meters)                     COMP
 AE8635  NAD 83(2011) Y  - -4,518,912.624 (meters)                     COMP
 AE8635  NAD 83(2011) Z  -  4,486,547.559 (meters)                     COMP
 AE8635  LAPLACE CORR    -         -8.01  (seconds)                    DEFLEC18
 AE8635  DYNAMIC HEIGHT  -        449.597 (meters)     1475.05  (feet) COMP
 AE8635  MODELED GRAVITY -    980,473.7   (mgal)                       NAVD 88
 AE8635
 AE8635  VERT ORDER      -  SECOND    CLASS I
 AE8635
 AE8635  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8635  Standards:
 AE8635         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8635            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8635  -------------------------------------------------------------------
 AE8635  NETWORK    0.28   0.29           0.13   0.09   0.15      0.00441152
 AE8635  -------------------------------------------------------------------
 AE8635  Click here for local accuracies and other accuracy information.
 AE8635
 AE8635.The horizontal coordinates were established by GPS observations
 AE8635.and adjusted by the National Geodetic Survey in June 2012.
 AE8635
 AE8635.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8635.been affixed to the stable North American tectonic plate. See 
 AE8635.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8635
 AE8635.The horizontal coordinates are valid at the epoch date displayed above
 AE8635.which is a decimal equivalence of Year/Month/Day.
 AE8635
 AE8635.The orthometric height was determined by differential leveling and
 AE8635.adjusted by the WI DEPT OF TRANSP
 AE8635.in May 2012.
 AE8635
 AE8635.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8635.GEOID18 height accuracy estimate available here.
 AE8635
 AE8635.Click photographs - Photos may exist for this station.
 AE8635
 AE8635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8635
 AE8635.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8635
 AE8635.The ellipsoidal height was determined by GPS observations
 AE8635.and is referenced to NAD 83.
 AE8635
 AE8635.The dynamic height is computed by dividing the NAVD 88
 AE8635.geopotential number by the normal gravity value computed on the
 AE8635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8635.degrees latitude (g = 980.6199 gals.).
 AE8635
 AE8635.The modeled gravity was interpolated from observed gravity values.
 AE8635
 AE8635. The following values were computed from the NAD 83(2011) position.
 AE8635
 AE8635;                    North         East     Units Scale Factor Converg.
 AE8635;SPC WI C     -   128,138.293   575,094.812   MT  0.99994254   -0 13 22.2
 AE8635;SPC WI C     -   420,400.38  1,886,790.23   sFT  0.99994254   -0 13 22.2
 AE8635;UTM  15      - 4,984,907.011   711,606.645   MT  1.00015063   +1 53 53.7
 AE8635
 AE8635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8635!SPC WI C     -   0.99993462  x   0.99994254  =   0.99987716
 AE8635!UTM  15      -   0.99993462  x   1.00015063  =   1.00008524
 AE8635
 AE8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1160684907(NAD 83)
 AE8635
 AE8635                          SUPERSEDED SURVEY CONTROL
 AE8635
 AE8635  NAD 83(2007)-  44 59 09.81072(N)    090 18 56.91788(W) AD(2002.00) 1
 AE8635  ELLIP H (07/29/08)  417.084  (m)                       GP(2002.00) 3 1
 AE8635  NAD 83(2007)-  44 59 09.81084(N)    090 18 56.91801(W) AD(2002.00) 0
 AE8635  ELLIP H (02/10/07)  417.093  (m)                       GP(2002.00)    
 AE8635  NAD 83(1997)-  44 59 09.81091(N)    090 18 56.91852(W) AD(       ) B
 AE8635  ELLIP H (06/03/99)  417.111  (m)                       GP(       ) 3 1
 AE8635  NAD 83(1991)-  44 59 09.81018(N)    090 18 56.91745(W) AD(       ) B
 AE8635  ELLIP H (04/20/98)  417.125  (m)                       GP(       ) 3 1
 AE8635  NAVD 88             449.66   (m)         1475.3    (f) LEVELING    3  
 AE8635  NAVD 88             449.64   (m)         1475.2    (f) LEVELING    3  
 AE8635  NAVD 88 (07/08/08)  449.639  (m)         1475.19   (f) SUPERSEDED  2 1
 AE8635  NGVD 29 (04/20/98)  449.6    (m)  GEOID96  model used  GPS OBS        
 AE8635
 AE8635.Superseded values are not recommended for survey control.
 AE8635
 AE8635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8635.See file dsdata.pdf to determine how the superseded data were derived.
 AE8635
 AE8635_MARKER: DD = SURVEY DISK
 AE8635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8635_STAMPING: ABBOTSFORD GPS 1996
 AE8635_MARK LOGO: WI-019
 AE8635_PROJECTION: PROJECTING 5 CENTIMETERS
 AE8635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8635+STABILITY: SURFACE MOTION
 AE8635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8635+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2011
 AE8635
 AE8635  HISTORY     - Date     Condition        Report By
 AE8635  HISTORY     - 1997     MONUMENTED       AYRES
 AE8635  HISTORY     - 20011110 GOOD             USPSQD
 AE8635  HISTORY     - 20041215 GOOD             USPSQD
 AE8635  HISTORY     - 20061011 GOOD             USPSQD
 AE8635  HISTORY     - 20061220 GOOD             WIDT
 AE8635  HISTORY     - 20090826 GOOD             WIDT
 AE8635  HISTORY     - 20110718 GOOD             WIDT
 AE8635
 AE8635                          STATION DESCRIPTION
 AE8635
 AE8635'DESCRIBED BY AYRES ASSOCIATES 1997 (CMS)
 AE8635'THE STATION IS 52.30 KM (32.50 MI) AIR MILES NORTH 25 DEGREES EAST
 AE8635'FROM THE CLARK COUNTY COURTHOUSE. TO REACH THE STATION FROM THE
 AE8635'INTERSECTION OF STATE HIGHWAYS 29 AND 13 IN ABBOTSFORD, GO NORTH ALONG
 AE8635'HIGHWAY 13 FOR 4.6 KM (2.85 MI) TO THE STATION ON THE RIGHT. TO REACH
 AE8635'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 AND CENTER ROAD
 AE8635'TO THE WEST AND TOWN HALL ROAD TO THE EAST, GO SOUTH ON HIGHWAY 13
 AE8635'0.24 KM (0.15 MI) TO THE STATION ON THE LEFT ON THE EAST SIDE OF
 AE8635'HIGHWAY 13. THE STATION IS A CLARK COUNTY BRASS SURVEY DISK STAMPED
 AE8635'---ABBOTSFORD GPS 1996---, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 AE8635'WITH THE GROUND AND 12.2 M (40.0 FT) EAST OF THE CENTER LINE OF
 AE8635'HIGHWAY 13, MIDWAY BETWEEN THE DITCH AND THE TOP OF SLOPE.
 AE8635
 AE8635                          STATION RECOVERY (2001)
 AE8635
 AE8635'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 AE8635'IS NOW 45 FT EAST OF THE CENTERLINE OF HIGHWAY 13
 AE8635
 AE8635                          STATION RECOVERY (2004)
 AE8635
 AE8635'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 AE8635'SURVEY POST 38 INCHES NORTH AND 38 INCHES SOUTH OF MARK
 AE8635
 AE8635                          STATION RECOVERY (2006)
 AE8635
 AE8635'RECOVERY NOTE BY US POWER SQUADRON 2006
 AE8635'RECOVERED IN GOOD CONDITION.
 AE8635
 AE8635                          STATION RECOVERY (2006)
 AE8635
 AE8635'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 AE8635'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (4TH
 AE8635'STREET) WITH BUSINESS HIGHWAY 29 (SPRUCE STREET) IN THE CITY OF
 AE8635'ABBOTSFORD, GO NORTH ON STATE HIGHWAY 13 (4TH STREET) FOR 2.0 MI (3.2
 AE8635'KM) TO HOLTON ROAD ON THE RIGHT AND PINE ROAD ON THE LEFT, CONTINUE
 AE8635'NORTH ON STATE HIGHWAY 13 FOR 0.8 MI (1.3 KM) TO THE STATION ON THE
 AE8635'RIGHT.
 AE8635'
 AE8635'THE STATION IS A BRONZE CLARK COUNTY GEODETIC CONTROL STATION DISK SET
 AE8635'IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN
 AE8635'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 AE8635'
 AE8635'THE STATION IS 15.1 M (49.5 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 AE8635'13, 1.0 M (3.3 FT) WEST OF A METAL --H.A.R.N-- SIGN, AND 1.0 M (3.3
 AE8635'FT) NORTH, SOUTH, AND EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 AE8635'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 AE8635'THAN 15 DEGREES ABOVE THE HORIZON.
 AE8635
 AE8635                          STATION RECOVERY (2009)
 AE8635
 AE8635'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 AE8635'RECOVERED AS DESCRIBED.
 AE8635
 AE8635                          STATION RECOVERY (2011)
 AE8635
 AE8635'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 AE8635'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0861 ***********************************************************************
 PN0861  DESIGNATION -  ABE
 PN0861  PID         -  PN0861
 PN0861  STATE/COUNTY-  WI/BROWN
 PN0861  COUNTRY     -  US
 PN0861  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0861
 PN0861                         *CURRENT SURVEY CONTROL
 PN0861  ______________________________________________________________________
 PN0861* NAD 83(1991) POSITION- 44 31 16.15447(N) 088 02 37.33518(W)   ADJUSTED
 PN0861* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 PN0861  ______________________________________________________________________
 PN0861  GEOID HEIGHT    -        -36.246 (meters)                     GEOID18
 PN0861  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 PN0861  HORZ ORDER      -  FIRST
 PN0861
 PN0861.The horizontal coordinates were established by classical geodetic methods
 PN0861.and adjusted by the National Geodetic Survey in November 1991.
 PN0861
 PN0861.The orthometric height was scaled from a topographic map.
 PN0861
 PN0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0861.GEOID18 height accuracy estimate available here.
 PN0861
 PN0861.Click photographs - Photos may exist for this station.
 PN0861
 PN0861.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0861
 PN0861. The following values were computed from the NAD 83(1991) position.
 PN0861
 PN0861;                    North         East     Units Scale Factor Converg.
 PN0861;SPC WI C     -    78,302.484   755,505.784   MT  0.99995979   +1 22 49.1
 PN0861;SPC WI C     -   256,897.40  2,478,688.56   sFT  0.99995979   +1 22 49.1
 PN0861;UTM  16      - 4,930,288.645   417,057.785   MT  0.99968460   -0 43 54.7
 PN0861
 PN0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0861!SPC WI C     -   0.99997700  x   0.99995979  =   0.99993679
 PN0861!UTM  16      -   0.99997700  x   0.99968460  =   0.99966160
 PN0861
 PN0861:                Primary Azimuth Mark                     Grid Az
 PN0861:SPC WI C     -  NIDA                                     024 10 28.8
 PN0861:UTM  16      -  NIDA                                     026 17 12.6
 PN0861
 PN0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1705730288(NAD 83)
 PN0861
 PN0861|---------------------------------------------------------------------|
 PN0861| PID    Reference Object                     Distance      Geod. Az  |
 PN0861|                                                           dddmmss.s |
 PN0861| PN0873 NIDA                                APPROX. 0.6 KM 0253317.9 |
 PN0861| CJ4160 ABE RM 1                             31.966 METERS 04852     |
 PN0861| CJ4161 ABE RM 2                              8.256 METERS 25418     |
 PN0861|---------------------------------------------------------------------|
 PN0861
 PN0861                          SUPERSEDED SURVEY CONTROL
 PN0861
 PN0861  NAD 83(1986)-  44 31 16.14642(N)    088 02 37.32348(W) AD(       ) 1
 PN0861  NAD 27      -  44 31 16.17200(N)    088 02 36.94400(W) AD(       ) 1
 PN0861
 PN0861.Superseded values are not recommended for survey control.
 PN0861
 PN0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0861.See file dsdata.pdf to determine how the superseded data were derived.
 PN0861
 PN0861_MARKER: DS = TRIANGULATION STATION DISK
 PN0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0861_STAMPING: ABE 1926
 PN0861_MARK LOGO: CGS
 PN0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0861+STABILITY: SURFACE MOTION
 PN0861
 PN0861  HISTORY     - Date     Condition        Report By
 PN0861  HISTORY     - 1926     MONUMENTED       CGS
 PN0861  HISTORY     - 1935     MARK NOT FOUND   WIGS
 PN0861  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0861
 PN0861                          STATION DESCRIPTION
 PN0861
 PN0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0861'STATION IS LOCATED IN GREEN BAY, WISCONSIN, AT THE INTERSECTION
 PN0861'OF S ONEIDA STREET AND THE MAIN TRACK OF THE GREEN BAY AND
 PN0861'WESTERN RAILWAY.  IT IS 3.569 METERS (11.678 FEET) S OF THE S
 PN0861'RAIL OF THE GREEN BAY AND WESTERN RAILWAY AND 6.15 METERS E OF
 PN0861'THE W PROPERTY LINE OF ONEIDA STREET.
 PN0861'
 PN0861'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PN0861'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0861'
 PN0861'REFERENCE MARK NO. 1 IS LOCATED AT ABOUT THE INTERSECTION OF
 PN0861'THE S PROPERTY LINE OF THE RAILWAY AND THE W PROPERTY OF ONEIDA
 PN0861'STREET.  REFERENCE MARK NO. 2 IS SET ABOUT 3 FEET OFF THE E
 PN0861'PROPERTY LINE OF ONEIDA STREET ABOUT 100 FEET N OF THE CENTER
 PN0861'LINE OF THE MAIN TRACK OF THE RAILWAY.
 PN0861'
 PN0861'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.0 METERS.
 PN0861
 PN0861                          STATION RECOVERY (1935)
 PN0861
 PN0861'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PN0861'BOTH REFERENCE MARKS WERE LOCATED.  DITCHER WENT THROUGH ABOUT
 PN0861'THREE WEEKS AGO AND UNEARTHED THE SUBSURFACE MARKER.  SURFACE
 PN0861'MARKER COULD NOT BE FOUND AS IT IS PROBABLY COVERED UP IN THE
 PN0861'DITCH.
 PN0861
 PN0861                          STATION RECOVERY (2003)
 PN0861
 PN0861'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0861'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO7033 ***********************************************************************
 DO7033  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO7033  DESIGNATION -  ABRAMS CORS ARP
 DO7033  CORS_ID     -  WIAB
 DO7033  PID         -  DO7033
 DO7033  STATE/COUNTY-  WI/OCONTO
 DO7033  COUNTRY     -  US
 DO7033  USGS QUAD   -  ABRAMS (2018)
 DO7033
 DO7033                         *CURRENT SURVEY CONTROL
 DO7033  ______________________________________________________________________
 DO7033* NAD 83(2011) POSITION- 44 47 27.29839(N) 088 02 42.18772(W)   ADJUSTED
 DO7033* NAD 83(2011) ELLIP HT-   167.071 (meters)        (04/??/25)   ADJUSTED
 DO7033* NAD 83(2011) EPOCH   -  2010.00
 DO7033* NAVD 88 ORTHO HEIGHT -   203.427 (meters)      667.41  (feet) ADJUSTED
 DO7033  ______________________________________________________________________
 DO7033  GEOID HEIGHT    -        -36.368 (meters)                     GEOID18
 DO7033  NAD 83(2011) X  -    154,675.050 (meters)                     COMP
 DO7033  NAD 83(2011) Y  - -4,531,470.325 (meters)                     COMP
 DO7033  NAD 83(2011) Z  -  4,471,006.246 (meters)                     COMP
 DO7033  VERT ORDER      -  SECOND    CLASS I
 DO7033
 DO7033  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7033  Standards:
 DO7033         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7033            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7033  -------------------------------------------------------------------
 DO7033  NETWORK    0.14   0.30           0.07   0.02   0.15     -0.20557500
 DO7033  -------------------------------------------------------------------
 DO7033
 DO7033.The coordinates were established by GPS observations
 DO7033.and adjusted by the National Geodetic Survey in April 2025.
 DO7033
 DO7033.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7033.been affixed to the stable North American Tectonic Plate. 
 DO7033
 DO7033.The coordinates are valid at the epoch date displayed above
 DO7033.which is a decimal equivalence of Year/Month/Day.
 DO7033
 DO7033.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DO7033.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DO7033.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DO7033.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DO7033.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DO7033.published epoch of 2010.00.
 DO7033
 DO7033.Additional information on MYCS is available at:
 DO7033.https://geodesy.noaa.gov/CORS/index.shtml
 DO7033
 DO7033.The orthometric height was determined by differential leveling and
 DO7033.adjusted by the WI DEPT OF TRANSP
 DO7033.in May 2012.
 DO7033
 DO7033.No vertical observational check was made to the station.
 DO7033
 DO7033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7033.GEOID18 height accuracy estimate available here.
 DO7033
 DO7033.The PID for the CORS L1 Phase Center is DO7034.
 DO7033
 DO7033.Click photographs - Photos may exist for this station.
 DO7033
 DO7033.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO7033
 DO7033.The ellipsoidal height was determined by GPS observations
 DO7033.and is referenced to NAD 83.
 DO7033
 DO7033. The following values were computed from the NAD 83(2011) position.
 DO7033
 DO7033;                    North         East     Units Scale Factor Converg.
 DO7033;SPC WI C     -   108,267.027   754,677.076   MT  0.99994181   +1 22 45.7
 DO7033;SPC WI C     -   355,206.07  2,475,969.71   sFT  0.99994181   +1 22 45.7
 DO7033;UTM  16      - 4,960,255.431   417,334.856   MT  0.99968403   -0 44 10.7
 DO7033
 DO7033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7033!SPC WI C     -   0.99997381  x   0.99994181  =   0.99991562
 DO7033!UTM  16      -   0.99997381  x   0.99968403  =   0.99965784
 DO7033
 DO7033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1733460255(NAD 83)
 DO7033
 DO7033                          SUPERSEDED SURVEY CONTROL
 DO7033
 DO7033  NAD 83(2011)-  44 47 27.29833(N)    088 02 42.18791(W) AD(2010.00) c
 DO7033  ELLIP H (12/??/22)  167.076  (m)                       GP(2010.00) c c
 DO7033  NAD 83(2011)-  44 47 27.29842(N)    088 02 42.18791(W) AD(2010.00) c
 DO7033  ELLIP H (06/??/19)  167.076  (m)                       GP(2010.00) c c
 DO7033  NAD 83(2011)-  44 47 27.29874(N)    088 02 42.18794(W) AD(2010.00) c
 DO7033  ELLIP H (04/??/13)  167.060  (m)                       GP(2010.00) c c
 DO7033
 DO7033.Superseded values are not recommended for survey control.
 DO7033
 DO7033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7033.See file dsdata.pdf to determine how the superseded data were derived.
 DO7033
 DO7033_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO7033
 DO7033                          STATION DESCRIPTION
 DO7033
 DO7033'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DO7033'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DO7033'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DO7033'AND LOG FILES ACCESSIBLE AT:
 DO7033'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN6850 ***********************************************************************
 DN6850  HT_MOD      -  This is a Height Modernization Survey Station.
 DN6850  DESIGNATION -  ABRAMS NW GPS
 DN6850  PID         -  DN6850
 DN6850  STATE/COUNTY-  WI/OCONTO
 DN6850  COUNTRY     -  US
 DN6850  USGS QUAD   -  ABRAMS (2018)
 DN6850
 DN6850                         *CURRENT SURVEY CONTROL
 DN6850  ______________________________________________________________________
 DN6850* NAD 83(2011) POSITION- 44 50 06.82190(N) 088 06 13.78217(W)   ADJUSTED
 DN6850* NAD 83(2011) ELLIP HT-   182.821 (meters)        (04/14/17)   ADJUSTED
 DN6850* NAD 83(2011) EPOCH   -  2010.00
 DN6850* NAVD 88 ORTHO HEIGHT -   219.18  (meters)      719.1   (feet) GPS OBS
 DN6850  ______________________________________________________________________
 DN6850  GEOID HEIGHT    -        -36.357 (meters)                     GEOID18
 DN6850  NAD 83(2011) X  -    149,911.940 (meters)                     COMP
 DN6850  NAD 83(2011) Y  - -4,528,168.944 (meters)                     COMP
 DN6850  NAD 83(2011) Z  -  4,474,510.803 (meters)                     COMP
 DN6850  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 DN6850
 DN6850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6850  Standards:
 DN6850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6850  -------------------------------------------------------------------
 DN6850  NETWORK    0.47   0.69           0.21   0.17   0.35     -0.00912740
 DN6850  -------------------------------------------------------------------
 DN6850  Click here for local accuracies and other accuracy information.
 DN6850
 DN6850.The horizontal coordinates were established by GPS observations
 DN6850.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DN6850
 DN6850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6850.been affixed to the stable North American tectonic plate. See 
 DN6850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6850
 DN6850.The horizontal coordinates are valid at the epoch date displayed above
 DN6850.which is a decimal equivalence of Year/Month/Day.
 DN6850
 DN6850.The orthometric height was determined by GPS observations and a
 DN6850.high-resolution geoid model using precise GPS observation and
 DN6850.processing techniques.
 DN6850
 DN6850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6850.GEOID18 height accuracy estimate available here.
 DN6850
 DN6850.Click photographs - Photos may exist for this station.
 DN6850
 DN6850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6850
 DN6850.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6850
 DN6850.The ellipsoidal height was determined by GPS observations
 DN6850.and is referenced to NAD 83.
 DN6850
 DN6850. The following values were computed from the NAD 83(2011) position.
 DN6850
 DN6850;                    North         East     Units Scale Factor Converg.
 DN6850;SPC WI C     -   113,079.441   749,912.541   MT  0.99994096   +1 20 16.4
 DN6850;SPC WI C     -   370,994.80  2,460,338.06   sFT  0.99994096   +1 20 16.4
 DN6850;UTM  16      - 4,965,239.219   412,752.411   MT  0.99969360   -0 46 42.0
 DN6850
 DN6850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6850!SPC WI C     -   0.99997134  x   0.99994096  =   0.99991230
 DN6850!UTM  16      -   0.99997134  x   0.99969360  =   0.99966495
 DN6850
 DN6850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1275265239(NAD 83)
 DN6850
 DN6850                          SUPERSEDED SURVEY CONTROL
 DN6850
 DN6850  ELLIP H (04/14/17)  182.821  (m)                       GP(       )    
 DN6850  NAD 83(2007)-  44 50 06.82187(N)    088 06 13.78286(W) AD(2002.00) 1
 DN6850  ELLIP H (04/03/12)  182.855  (m)                       GP(2002.00) 4 1
 DN6850  NAVD 88 (02/22/13)  219.19   (m)  GEOID12A model used  GPS OBS        
 DN6850
 DN6850.Superseded values are not recommended for survey control.
 DN6850
 DN6850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6850.See file dsdata.pdf to determine how the superseded data were derived.
 DN6850
 DN6850_MARKER: DD = SURVEY DISK
 DN6850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN6850_STAMPING: ABRAMS NW GPS 2008
 DN6850_MARK LOGO: WIDT
 DN6850_PROJECTION: FLUSH
 DN6850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN6850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6850+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DN6850
 DN6850  HISTORY     - Date     Condition        Report By
 DN6850  HISTORY     - 2008     MONUMENTED       WIDT
 DN6850  HISTORY     - 20081110 GOOD             WIDT
 DN6850  HISTORY     - 20150420 GOOD             WIDT
 DN6850
 DN6850                          STATION DESCRIPTION
 DN6850
 DN6850'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN6850'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DN6850'HIGHWAY EAST WEST AND HABECK LANE EAST APPROXIMATELY 1 MI (1.6 KM)
 DN6850'NORTH OF THE COMMUNITY OF ABRAMS, GO SOUTHWEST THEN WEST ON COUNTY
 DN6850'HIGHWAY EAST FOR 2.8 MI (4.5 KM) TO BREHMER ROAD RIGHT.  TURN RIGHT
 DN6850'AND GO NORTH ON BREHMER ROAD FOR 2.0 MI (3.2 KM) TO WOODS ROAD -105-
 DN6850'RIGHT.  CONTINUE NORTH ON BREHMER ROAD FOR 0.9 MI (1.4 KM) TO THE
 DN6850'STATION ON THE LEFT.
 DN6850'
 DN6850'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN6850'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM (16
 DN6850'INCH) DIAMETER ROUND CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH THE
 DN6850'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN6850'THE STATION IS 6.2 M (20.3 FT) WEST OF THE CENTERLINE OF BREHMER ROAD,
 DN6850'0.08 MI (0.1 KM) SOUTH OF TIMBERLINE ROAD, 77.0 M (252.6 FT) SOUTH OF
 DN6850'A -SPEED LIMIT 45- WOODEN SIGN POST, 18.1 M (59.4 FT) NORTH OF THE
 DN6850'EXTENDED CENTERLINE OF A FIELD ENTRANCE, 3.0 M (9.8 FT) EAST OF A
 DN6850'CULTIVATED FIELD AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST AND
 DN6850'1.0 M (3.3 FT) NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DN6850'
 DN6850'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN6850'DEGREES ABOVE THE HORIZON.
 DN6850
 DN6850                          STATION RECOVERY (2015)
 DN6850
 DN6850'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DN6850'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2804 ***********************************************************************
 DP2804  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2804  DESIGNATION -  ACKLEY C GPS
 DP2804  PID         -  DP2804
 DP2804  STATE/COUNTY-  WI/LANGLADE
 DP2804  COUNTRY     -  US
 DP2804  USGS QUAD   -  BLACK BROOK (2018)
 DP2804
 DP2804                         *CURRENT SURVEY CONTROL
 DP2804  ______________________________________________________________________
 DP2804* NAD 83(2011) POSITION- 45 09 35.55995(N) 089 15 57.61541(W)   ADJUSTED
 DP2804* NAD 83(2011) ELLIP HT-   413.997 (meters)        (05/27/14)   ADJUSTED
 DP2804* NAD 83(2011) EPOCH   -  2010.00
 DP2804* NAVD 88 ORTHO HEIGHT -   448.38  (meters)     1471.1   (feet) GPS OBS
 DP2804  ______________________________________________________________________
 DP2804  GEOID HEIGHT    -        -34.377 (meters)                     GEOID18
 DP2804  NAD 83(2011) X  -     57,714.227 (meters)                     COMP
 DP2804  NAD 83(2011) Y  - -4,504,931.909 (meters)                     COMP
 DP2804  NAD 83(2011) Z  -  4,500,188.116 (meters)                     COMP
 DP2804  LAPLACE CORR    -         -6.88  (seconds)                    DEFLEC18
 DP2804
 DP2804  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2804  Standards:
 DP2804         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2804            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2804  -------------------------------------------------------------------
 DP2804  NETWORK    0.49   0.65           0.22   0.17   0.33      0.08399923
 DP2804  -------------------------------------------------------------------
 DP2804  Click here for local accuracies and other accuracy information.
 DP2804
 DP2804.The horizontal coordinates were established by GPS observations
 DP2804.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2804
 DP2804.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2804.been affixed to the stable North American tectonic plate. See 
 DP2804.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2804
 DP2804.The horizontal coordinates are valid at the epoch date displayed above
 DP2804.which is a decimal equivalence of Year/Month/Day.
 DP2804
 DP2804.The orthometric height was determined by GPS observations and a
 DP2804.high-resolution geoid model using precise GPS observation and
 DP2804.processing techniques.
 DP2804
 DP2804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2804.GEOID18 height accuracy estimate available here.
 DP2804
 DP2804.Click photographs - Photos may exist for this station.
 DP2804
 DP2804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2804
 DP2804.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2804
 DP2804.The ellipsoidal height was determined by GPS observations
 DP2804.and is referenced to NAD 83.
 DP2804
 DP2804. The following values were computed from the NAD 83(2011) position.
 DP2804
 DP2804;                    North         East     Units Scale Factor Converg.
 DP2804;SPC WI C     -   147,666.741   657,708.565   MT  0.99995294   +0 31 04.4
 DP2804;SPC WI C     -   484,469.97  2,157,832.18   sFT  0.99995294   +0 31 04.4
 DP2804;UTM  16      - 5,003,208.941   321,901.772   MT  0.99999002   -1 36 25.9
 DP2804
 DP2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2804!SPC WI C     -   0.99993510  x   0.99995294  =   0.99988804
 DP2804!UTM  16      -   0.99993510  x   0.99999002  =   0.99992512
 DP2804
 DP2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2190103208(NAD 83)
 DP2804
 DP2804                          SUPERSEDED SURVEY CONTROL
 DP2804
 DP2804  NAVD 88 (05/27/14)  448.39   (m)  GEOID12A model used  GPS OBS        
 DP2804
 DP2804.Superseded values are not recommended for survey control.
 DP2804
 DP2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2804.See file dsdata.pdf to determine how the superseded data were derived.
 DP2804
 DP2804_MARKER: DD = SURVEY DISK
 DP2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2804_STAMPING: ACKLEY C GPS 2012
 DP2804_MARK LOGO: WIDT
 DP2804_PROJECTION: FLUSH
 DP2804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2804+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DP2804
 DP2804  HISTORY     - Date     Condition        Report By
 DP2804  HISTORY     - 2012     MONUMENTED       WIDT
 DP2804  HISTORY     - 20140101 GOOD             WIDT
 DP2804
 DP2804                          STATION DESCRIPTION
 DP2804
 DP2804'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2804'THE STATION IS LOCATED APPROXIMATELY 15.2 MI (24.5 KM) SOUTHEAST OF
 DP2804'GLEASON, 7.4 MI (11.9 KM) SOUTHWEST OF DEERBROOK, AND 5.6 MI (9.0 KM)
 DP2804'WEST-NORTHWEST OF ANTIGO.
 DP2804'
 DP2804'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP2804'HIGHWAY H, LOCATED APPROXIMATELY 2.0 MI (3.2 KM) WEST OF THE CITY OF
 DP2804'ANTIGO, GO NORTH ON COUNTY HIGHWAY H FOR 1.5 MI (2.4 KM) TO SPRING
 DP2804'ROAD, TURN LEFT AND GO WEST ON SPRING ROAD FOR 2.8 MI (4.5 KM) TO
 DP2804'SHADY ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 DP2804'
 DP2804'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2804'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2804'INCH) DIAMETER CONCRETE POST 1.8 M (6.0 FT) DEEP, APPROXIMATELY 0.3 M
 DP2804'(1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 7.3 M (24.0
 DP2804'FT) WEST OF THE CENTERLINE OF SHADY ROAD, 60.4 M (198.2 FT) SOUTH OF
 DP2804'THE CENTERLINE OF SPRING ROAD, AND LOCATED BETWEEN TWO ORANGE PLASTIC
 DP2804'4X4 GUARD POSTS.
 DP2804'
 DP2804'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2804'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0062 ***********************************************************************
 PN0062  DESIGNATION -  ADA
 PN0062  PID         -  PN0062
 PN0062  STATE/COUNTY-  WI/BROWN
 PN0062  COUNTRY     -  US
 PN0062  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0062
 PN0062                         *CURRENT SURVEY CONTROL
 PN0062  ______________________________________________________________________
 PN0062* NAD 83(1991) POSITION- 44 31 56.67641(N) 088 04 33.98162(W)   ADJUSTED
 PN0062* NAVD 88 ORTHO HEIGHT -   188.645 (meters)      618.91  (feet) ADJUSTED
 PN0062  ______________________________________________________________________
 PN0062  GEOID HEIGHT    -        -36.250 (meters)                     GEOID18
 PN0062  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 PN0062  DYNAMIC HEIGHT  -        188.622 (meters)      618.84  (feet) COMP
 PN0062  MODELED GRAVITY -    980,490.4   (mgal)                       NAVD 88
 PN0062
 PN0062  HORZ ORDER      -  FIRST
 PN0062  VERT ORDER      -  FIRST     CLASS II
 PN0062
 PN0062.The horizontal coordinates were established by classical geodetic methods
 PN0062.and adjusted by the National Geodetic Survey in November 1991.
 PN0062
 PN0062.The orthometric height was determined by differential leveling and
 PN0062.adjusted by the NATIONAL GEODETIC SURVEY
 PN0062.in June 1991.
 PN0062
 PN0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0062.GEOID18 height accuracy estimate available here.
 PN0062
 PN0062.Click photographs - Photos may exist for this station.
 PN0062
 PN0062.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0062
 PN0062.The dynamic height is computed by dividing the NAVD 88
 PN0062.geopotential number by the normal gravity value computed on the
 PN0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0062.degrees latitude (g = 980.6199 gals.).
 PN0062
 PN0062.The modeled gravity was interpolated from observed gravity values.
 PN0062
 PN0062. The following values were computed from the NAD 83(1991) position.
 PN0062
 PN0062;                    North         East     Units Scale Factor Converg.
 PN0062;SPC WI C     -    79,491.352   752,901.024   MT  0.99995860   +1 21 26.8
 PN0062;SPC WI C     -   260,797.88  2,470,142.78   sFT  0.99995860   +1 21 26.8
 PN0062;UTM  16      - 4,931,572.357   414,499.309   MT  0.99968990   -0 45 17.0
 PN0062
 PN0062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0062!SPC WI C     -   0.99997611  x   0.99995860  =   0.99993471
 PN0062!UTM  16      -   0.99997611  x   0.99968990  =   0.99966601
 PN0062
 PN0062:                Primary Azimuth Mark                     Grid Az
 PN0062:SPC WI C     -  ABE                                      114 31 59.0
 PN0062:UTM  16      -  ABE                                      116 38 42.8
 PN0062
 PN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1449931572(NAD 83)
 PN0062
 PN0062|---------------------------------------------------------------------|
 PN0062| PID    Reference Object                     Distance      Geod. Az  |
 PN0062|                                                           dddmmss.s |
 PN0062| PN0861 ABE                                 APPROX. 2.9 KM 1155325.8 |
 PN0062|---------------------------------------------------------------------|
 PN0062
 PN0062                          SUPERSEDED SURVEY CONTROL
 PN0062
 PN0062  NAD 83(1986)-  44 31 56.66840(N)    088 04 33.96986(W) AD(       ) 1
 PN0062  NAD 27      -  44 31 56.69700(N)    088 04 33.59000(W) AD(       ) 1
 PN0062  NGVD 29 (??/??/92)  188.680  (m)          619.03   (f) ADJ UNCH    1 2
 PN0062  NGVD 29             188.68   (m)          619.0    (f) LEVELING    3  
 PN0062
 PN0062.Superseded values are not recommended for survey control.
 PN0062
 PN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0062.See file dsdata.pdf to determine how the superseded data were derived.
 PN0062
 PN0062_MARKER: DE = TRAVERSE STATION DISK
 PN0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0062_STAMPING: ADA 1926
 PN0062_MARK LOGO: CGS
 PN0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0062+STABILITY: SURFACE MOTION
 PN0062
 PN0062  HISTORY     - Date     Condition        Report By
 PN0062  HISTORY     - 1926     MONUMENTED       CGS
 PN0062  HISTORY     - 1930     GOOD             CGS
 PN0062  HISTORY     - 1930     GOOD             CGS
 PN0062  HISTORY     - 1934     GOOD             CGS
 PN0062  HISTORY     - 1976     MARK NOT FOUND   ALSTER
 PN0062  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0062  HISTORY     - 19940425 MARK NOT FOUND   WI-009
 PN0062  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0062  HISTORY     - 20050809 MARK NOT FOUND   WIDT
 PN0062
 PN0062                          STATION DESCRIPTION
 PN0062
 PN0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0062'STATION IS LOCATED ON THE GREEN BAY AND WESTERN RIGHT-OF-WAY JUST
 PN0062'W OF THE CITY LIMITS OF GREEN BAY.  IT IS ABOUT 94 METERS W OF
 PN0062'THE STATE TRUNK HIGHWAY 54 (LEADING TO NEW LONDON) AT THE
 PN0062'INTERSECTION OF THE PROLONGATION OF THE TANGENTS OF THE CURVE
 PN0062'IN THE S RAIL OF THE GREEN BAY AND WESTERN MAIN TRACK, AND ABOUT
 PN0062'2 METERS FROM THE S PROPERTY LINE OF THE RIGHT-OF-WAY.
 PN0062'
 PN0062'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 PN0062'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 PN0062'
 PN0062'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 PN0062
 PN0062                          STATION RECOVERY (1930)
 PN0062
 PN0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0062'STATION MARK FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN0062'ADEQUATE.
 PN0062
 PN0062                          STATION RECOVERY (1930)
 PN0062
 PN0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0062'3.2 MI W FROM GREEN BAY.
 PN0062'ON THE GREEN BAY AND WESTERN RAILROAD, 3.15 MILES WEST OF THE G.B.
 PN0062'AND W. RY DEPOT IN THE CITY OF GREEN BAY, 94 METERS WEST OF STATE
 PN0062'TRUNK HIGHWAY NO. 54 (LEADING TO NEW LONDON) AT THE INTERSECTION
 PN0062'OF THE PROLONGATION OF THE TANGENTS OF THE CURVE IN THE SOUTH RAIL
 PN0062'OF THE G.B. AND W. RR. MAIN TRACKS, AND ABOUT 1 YARD FROM THE SOUTH
 PN0062'PROPERTY LINE OF THE RIGHT OF WAY, A STANDARD TRAVERSE STATION DISC
 PN0062'SET IN CONCRETE MONUMENT.
 PN0062
 PN0062                          STATION RECOVERY (1934)
 PN0062
 PN0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0062'RECOVERED IN GOOD CONDITION.
 PN0062
 PN0062                          STATION RECOVERY (1976)
 PN0062
 PN0062'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (KAK)
 PN0062'BENCH MARK COULD NOT BE LOCATED, IT IS ASSUMED DESTROYED OR UNDER A
 PN0062'LOADING DOCK, AFTER A THOROUGH SEARCH.
 PN0062'
 PN0062'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.2 MILES W. OF GREEN
 PN0062'BAY.
 PN0062
 PN0062                          STATION RECOVERY (1985)
 PN0062
 PN0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0062'MARK NOT FOUND.
 PN0062
 PN0062                          STATION RECOVERY (1994)
 PN0062
 PN0062'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0062'MARK NOT FOUND.
 PN0062
 PN0062                          STATION RECOVERY (2003)
 PN0062
 PN0062'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0062'MARK NOT FOUND.
 PN0062
 PN0062                          STATION RECOVERY (2005)
 PN0062
 PN0062'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0062'NOT FOUND.  ADD--THE DIMENSIONS FROM THE ORIGINAL DESCRIPTION LEAD TO
 PN0062'AN AREA UNDERNEATH A LOADING DOCK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0629 ***********************************************************************
 QM0629  DESIGNATION -  ADA
 QM0629  PID         -  QM0629
 QM0629  STATE/COUNTY-  WI/LANGLADE
 QM0629  COUNTRY     -  US
 QM0629  USGS QUAD   -  RESERVOIR POND (2018)
 QM0629
 QM0629                         *CURRENT SURVEY CONTROL
 QM0629  ______________________________________________________________________
 QM0629* NAD 83(1991) POSITION- 45 22 21.47068(N) 088 44 41.15638(W)   ADJUSTED
 QM0629* NAVD 88 ORTHO HEIGHT -   566.    (meters)     1857.    (feet) SCALED
 QM0629  ______________________________________________________________________
 QM0629  GEOID HEIGHT    -        -34.589 (meters)                     GEOID18
 QM0629  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 QM0629  HORZ ORDER      -  FIRST
 QM0629
 QM0629.The horizontal coordinates were established by classical geodetic methods
 QM0629.and adjusted by the National Geodetic Survey in November 1991.
 QM0629
 QM0629.The orthometric height was scaled from a topographic map.
 QM0629
 QM0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0629.GEOID18 height accuracy estimate available here.
 QM0629
 QM0629.Click photographs - Photos may exist for this station.
 QM0629
 QM0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0629
 QM0629. The following values were computed from the NAD 83(1991) position.
 QM0629
 QM0629;                    North         East     Units Scale Factor Converg.
 QM0629;SPC WI C     -   171,809.742   698,321.585   MT  0.99997823   +0 53 08.4
 QM0629;SPC WI C     -   563,679.13  2,291,076.73   sFT  0.99997823   +0 53 08.4
 QM0629;UTM  16      - 5,025,826.972   363,380.280   MT  0.99982949   -1 14 30.9
 QM0629
 QM0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0629!SPC WI C     -   0.99991669  x   0.99997823  =   0.99989492
 QM0629!UTM  16      -   0.99991669  x   0.99982949  =   0.99974619
 QM0629
 QM0629:                Primary Azimuth Mark                     Grid Az
 QM0629:SPC WI C     -  ADA AZ MK                                010 03 22.6
 QM0629:UTM  16      -  ADA AZ MK                                012 11 01.9
 QM0629
 QM0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6338025826(NAD 83)
 QM0629
 QM0629|---------------------------------------------------------------------|
 QM0629| PID    Reference Object                     Distance      Geod. Az  |
 QM0629|                                                           dddmmss.s |
 QM0629| CJ4162 ADA AZ MK                                          0105631.0 |
 QM0629| CJ4163 ADA RM 1                             31.020 METERS 03859     |
 QM0629| QM0628 ADA LOOKOUT TOWER 1934                7.001 METERS 06023     |
 QM0629| CJ4164 ADA RM 2                             24.448 METERS 31512     |
 QM0629|---------------------------------------------------------------------|
 QM0629
 QM0629                          SUPERSEDED SURVEY CONTROL
 QM0629
 QM0629  NAD 83(1986)-  45 22 21.47158(N)    088 44 41.16664(W) AD(       ) 1
 QM0629  NAD 27      -  45 22 21.59800(N)    088 44 40.77800(W) AD(       ) 1
 QM0629
 QM0629.Superseded values are not recommended for survey control.
 QM0629
 QM0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0629.See file dsdata.pdf to determine how the superseded data were derived.
 QM0629
 QM0629_MARKER: DS = TRIANGULATION STATION DISK
 QM0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0629_STAMPING: ADA 1934
 QM0629_MARK LOGO: CGS
 QM0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0629+STABILITY: SURFACE MOTION
 QM0629
 QM0629  HISTORY     - Date     Condition        Report By
 QM0629  HISTORY     - 1934     MONUMENTED       CGS
 QM0629
 QM0629                          STATION DESCRIPTION
 QM0629
 QM0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0629'THIS STATION IS LOCATED ABOUT 15 MILES NORTH OF WHITE LAKE,
 QM0629'ABOUT 20 MILES NORTHWEST OF MOUNTAIN, ABOUT 7 MILES NORTHEAST
 QM0629'OF LILY, IN THE NORTHEAST QUARTER OF SEC. 4, T. 33 N., R. 14
 QM0629'E., ON LAND OWNED BY A MR. WALDRICK OF SHAWANO, WISCONSIN
 QM0629'AND OCCUPIED BY THE ADA LOOKOUT TOWER.  THE MARK IS SET ON
 QM0629'THE TOP OF HIGH FLAT-TOPPED HILL COVERED WITH A DENSE GROWTH
 QM0629'OF HARDWOODS.  IT IS 22.97 FEET WEST-SOUTHWEST OF THE CENTER
 QM0629'OF THE LOOKOUT TOWER, 37 FEET EAST-NORTHEAST OF A LARGE ELM
 QM0629'TREE, AND 16 FEET NORTHWEST OF 20-INCH OAK TREE.  MARK
 QM0629'PROJECTS 10 INCHES.
 QM0629'
 QM0629'TO REACH FROM LILY GO NORTH ON COUNTY HIGHWAY E FOR 9.3
 QM0629'MILES FROM THE INTERSECTION OF COUNTY HIGHWAY E AND STATE
 QM0629'HIGHWAY 55, TO CONNOR LUMBER COMPANY RAILROAD AT WINDFALL.
 QM0629'CONTINUE ON COUNTY HIGHWAY E FOR 1.1 MILE TO T-ROAD AND WHERE
 QM0629'COUNTY HIGHWAY E TURNS NORTH.  HERE TURN SOUTH AND GO 0.9 MILE
 QM0629'TO FORK.  TAKE RIGHT FORK AND GO 0.25 MILE TO TOP OF HILL
 QM0629'AND STATION.
 QM0629'
 QM0629'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 10 FEET
 QM0629'NORTHWEST OF THE TRAIL TO TOWER, PROJECTS 10 INCHES.
 QM0629'
 QM0629'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION ON THE NORTHWEST
 QM0629'SLOPE OF THE HILL, PROJECTS 9 INCHES.
 QM0629'
 QM0629'AZIMUTH MARK IS NORTH OF THE STATION ON THE NORTH EDGE OF
 QM0629'THE RIGHT-OF-WAY OF COUNTY HIGHWAY E, 1 FOOT SOUTH OF FENCE
 QM0629'LINE, 35 FEET WEST OF THE SOUTHWEST CORNER OF SCHOOLYARD,
 QM0629'52 FEET SOUTH OF THE SOUTHEAST CORNER OF THE WINDFALL SCHOOLHOUSE.
 QM0629'PROJECTS 8 INCHES.
 QM0629'
 QM0629'A LIGHT 74 FEET ABOVE STATIONS NINE MILE AND KETTLE HOLE
 QM0629'COMES INTO VIEW 40 FEET ABOVE THE GROUND.
 QM0629'
 QM0629'A LIGHT 87 FEET ABOVE STATION MORSE COMES INTO VIEW 40 FEET
 QM0629'ABOVE THE GROUND.
 QM0629'
 QM0629'A LIGHT 100 FEET ABOVE STATION BRYANT COMES INTO VIEW 35
 QM0629'FEET ABOVE THE GROUND.
 QM0629'
 QM0629'A LIGHT 6 FEET ABOVE STATION ARCHIBALD COMES INTO VIEW 35
 QM0629'FEET ABOVE THE GROUND.
 QM0629'
 QM0629'A LIGHT 47 FEET ABOVE STATION BOULDER COMES INTO VIEW 80 FEET
 QM0629'ABOVE THE GROUND.
 QM0629'
 QM0629'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0629'BRONZE DISKS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0628 ***********************************************************************
 QM0628  DESIGNATION -  ADA LOOKOUT TOWER 1934
 QM0628  PID         -  QM0628
 QM0628  STATE/COUNTY-  WI/LANGLADE
 QM0628  COUNTRY     -  US
 QM0628  USGS QUAD   -  RESERVOIR POND (2018)
 QM0628
 QM0628                         *CURRENT SURVEY CONTROL
 QM0628  ______________________________________________________________________
 QM0628* NAD 83(1991) POSITION- 45 22 21.58273(N) 088 44 40.87665(W)   ADJUSTED
 QM0628  ______________________________________________________________________
 QM0628  GEOID HEIGHT    -        -34.589 (meters)                     GEOID18
 QM0628  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 QM0628  HORZ ORDER      -  THIRD
 QM0628
 QM0628.The horizontal coordinates were established by classical geodetic methods
 QM0628.and adjusted by the National Geodetic Survey in November 1991.
 QM0628
 QM0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0628.GEOID18 height accuracy estimate available here.
 QM0628
 QM0628.Click photographs - Photos may exist for this station.
 QM0628
 QM0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0628
 QM0628. The following values were computed from the NAD 83(1991) position.
 QM0628
 QM0628;                    North         East     Units Scale Factor Converg.
 QM0628;SPC WI C     -   171,813.295   698,327.618   MT  0.99997824   +0 53 08.6
 QM0628;SPC WI C     -   563,690.79  2,291,096.53   sFT  0.99997824   +0 53 08.6
 QM0628;UTM  16      - 5,025,830.297   363,386.440   MT  0.99982947   -1 14 30.7
 QM0628
 QM0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6338625830(NAD 83)
 QM0628
 QM0628                          SUPERSEDED SURVEY CONTROL
 QM0628
 QM0628  NAD 83(1986)-  45 22 21.58363(N)    088 44 40.88691(W) AD(       ) 3
 QM0628  NAD 27      -  45 22 21.71000(N)    088 44 40.49800(W) AD(       ) 3
 QM0628
 QM0628.Superseded values are not recommended for survey control.
 QM0628
 QM0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0628.See file dsdata.pdf to determine how the superseded data were derived.
 QM0628
 QM0628_MARKER: 57 = LOOKOUT TOWER
 QM0628
 QM0628  HISTORY     - Date     Condition        Report By
 QM0628  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0628
 QM0628                          STATION DESCRIPTION
 QM0628
 QM0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0628'STATION ADA IS LOCATED ABOUT 15 MILES NORTH OF WHITE LAKE,
 QM0628'ABOUT 20 MILES NORTHWEST OF MOUNTAIN, ABOUT 7 MILES NORTHEAST
 QM0628'OF LILY, IN THE NORTHEAST QUARTER OF SEC. 4, T. 33 N., R. 14
 QM0628'E., ON LAND OWNED BY A MR. WALDRICK OF SHAWANO, WISCONSIN
 QM0628'AND OCCUPIED BY THE ADA LOOKOUT TOWER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0601 ***********************************************************************
 PO0601  DESIGNATION -  ADAMS
 PO0601  PID         -  PO0601
 PO0601  STATE/COUNTY-  WI/JACKSON
 PO0601  COUNTRY     -  US
 PO0601  USGS QUAD   -  STENULSON COULEE (2018)
 PO0601
 PO0601                         *CURRENT SURVEY CONTROL
 PO0601  ______________________________________________________________________
 PO0601* NAD 83(1996) POSITION- 44 20 21.37352(N) 090 54 32.52523(W)   ADJUSTED
 PO0601* NAVD 88 ORTHO HEIGHT -   371.4   (meters)     1219.    (feet) VERTCON3
 PO0601  ______________________________________________________________________
 PO0601  GEOID HEIGHT    -        -32.636 (meters)                     GEOID18
 PO0601  LAPLACE CORR    -         -8.65  (seconds)                    DEFLEC18
 PO0601  HORZ ORDER      -  SECOND
 PO0601
 PO0601.The horizontal coordinates were established by classical geodetic methods
 PO0601.and adjusted by the National Geodetic Survey in March 1999.
 PO0601
 PO0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0601
 PO0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0601.GEOID18 height accuracy estimate available here.
 PO0601
 PO0601.Click photographs - Photos may exist for this station.
 PO0601
 PO0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0601
 PO0601. The following values were computed from the NAD 83(1996) position.
 PO0601
 PO0601;                    North         East     Units Scale Factor Converg.
 PO0601;SPC WI C     -    56,624.553   527,509.182   MT  0.99998432   -0 38 29.0
 PO0601;SPC WI C     -   185,775.72  1,730,669.71   sFT  0.99998432   -0 38 29.0
 PO0601;UTM  15      - 4,911,682.185   666,683.958   MT  0.99994170   +1 27 42.2
 PO0601
 PO0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0601!SPC WI C     -   0.99994688  x   0.99998432  =   0.99993120
 PO0601!UTM  15      -   0.99994688  x   0.99994170  =   0.99988859
 PO0601
 PO0601:                Primary Azimuth Mark                     Grid Az
 PO0601:SPC WI C     -  OAK RIDGE LOT                            133 42 05.6
 PO0601:UTM  15      -  OAK RIDGE LOT                            131 35 54.4
 PO0601
 PO0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6668311682(NAD 83)
 PO0601
 PO0601|---------------------------------------------------------------------|
 PO0601| PID    Reference Object                     Distance      Geod. Az  |
 PO0601|                                                           dddmmss.s |
 PO0601| CJ4169 ADAMS RM 2                           16.652 METERS 00518     |
 PO0601| CJ4168 ADAMS RM 1                           18.200 METERS 07948     |
 PO0601| PO0583 OAK RIDGE LOT                       APPROX.20.4 KM 1330336.6 |
 PO0601|---------------------------------------------------------------------|
 PO0601
 PO0601                          SUPERSEDED SURVEY CONTROL
 PO0601
 PO0601  NAD 83(1991)-  44 20 21.37335(N)    090 54 32.52488(W) AD(       ) 2
 PO0601  NAD 83(1986)-  44 20 21.36997(N)    090 54 32.53395(W) AD(       ) 2
 PO0601  NAD 27      -  44 20 21.50647(N)    090 54 32.01275(W) AD(       ) 2
 PO0601  NGVD 29 (07/19/86)  371.4    (m)         1219.     (f) VERT ANG       
 PO0601
 PO0601.Superseded values are not recommended for survey control.
 PO0601
 PO0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0601.See file dsdata.pdf to determine how the superseded data were derived.
 PO0601
 PO0601_MARKER: DD = SURVEY DISK
 PO0601_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PO0601+WITH SETTING: INFORMATION.
 PO0601_STAMPING: ADAMS 1967
 PO0601_MARK LOGO: USGS
 PO0601_PROJECTION: FLUSH
 PO0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0601
 PO0601  HISTORY     - Date     Condition        Report By
 PO0601  HISTORY     - 1967     MONUMENTED       USGS
 PO0601
 PO0601                          STATION DESCRIPTION
 PO0601
 PO0601'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0601'THE STATION IS LOCATED ABOUT 3.5 MI N. AND 3.5 MI W. OF BLACK
 PO0601'RIVER FALLS AT THE CREST OF A N.-S. RIDGE, ON THE N. SIDE OF A
 PO0601'CUT IN INTERSTATE HWY. 94, ABOUT 200 FT NE. OF THE NW. TRAFFIC
 PO0601'LANE AND ABOUT 150 FT ABOVE THE HWY.  THE STATION IS ON
 PO0601'HWY. RIGHT-OF-WAY PROPERTY, NEAR THE CENTER OF SEC. 31, T. 22
 PO0601'N., R. 4 W.
 PO0601'
 PO0601'TO REACH THE STATION FROM BLACK RIVER FALLS POST OFFICE, GO ONE
 PO0601'BLOCK E. AND ONE BLOCK N. TO JCT. U.S. HWY. 12 AND WISC. HWY. 27,
 PO0601'GO N. FOR 1.2 MI TO JCT. I-94, TURN LEFT, GO NW. 4.0 MI TO A
 PO0601'DEEP CUT.  CLIMB CUTBANK ON THE RIGHT TO THE CREST AND THE
 PO0601'STATION.
 PO0601'
 PO0601'THE STATION AND REFERENCE MARKS ARE STANDARD TABLETS CRIMPED ON
 PO0601'COPPER WELD RODS DRIVEN ABOUT 6 FT TO REFUSAL IN BEDROCK, SET AT
 PO0601'GROUND LEVEL IN 6 IN. TILE FILLED WITH GRAVEL STAMPED ADAMS 1967
 PO0601'
 PO0601'THE STATION IS ON THE CREST, 38.527 M. (126.40 FT) SW. OF THE
 PO0601'RIGHT-OF-WAY FENCE, 5 FT FROM THE HWY. CUT, AND 1.32 FT S. OF A
 PO0601'METAL WITNESS POST.
 PO0601'
 PO0601'REFERENCE MARK NO. 1 IS 18.200 M. (57.71 FT) E. OF THE STATION,
 PO0601'84.55 FT S. OF THE RIGHT-OF-WAY FENCE, 5.10 FT N. OF AN 8
 PO0601'IN. DIAMETER OAK TREE, AND 1.20 FT W. OF A METAL WITNESS POST.
 PO0601'
 PO0601'REFERENCE MARK NO. 2 IS 16.652 M. (53.63 FT) N. OF THE STATION,
 PO0601'9.10 FT S. OF AN 8 IN. DIAMETER OAK TREE, AND 1 FT S. OF A METAL
 PO0601'WITNESS POST.
 PO0601'
 PO0601'NO AZIMUTH MARK WAS SET.  ANGLES WERE TURNED TO OAK RIDGE
 PO0601'L.O.T. ABOUT 14.0 MI SE., POINTINGS WERE TO THE TOWER FINIAL.
 PO0601'
 PO0601'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0539 ***********************************************************************
 QN0539  DESIGNATION -  ADAMS
 QN0539  PID         -  QN0539
 QN0539  STATE/COUNTY-  WI/RUSK
 QN0539  COUNTRY     -  US
 QN0539  USGS QUAD   -  BECKY CREEK (2018)
 QN0539
 QN0539                         *CURRENT SURVEY CONTROL
 QN0539  ______________________________________________________________________
 QN0539* NAD 83(1996) POSITION- 45 35 45.82140(N) 091 20 14.62057(W)   ADJUSTED
 QN0539* NAVD 88 ORTHO HEIGHT -   470.63  (+/-2cm)     1544.1   (feet) VERTCON3
 QN0539  ______________________________________________________________________
 QN0539  GEOID HEIGHT    -        -30.132 (meters)                     GEOID18
 QN0539  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 QN0539  HORZ ORDER      -  FIRST
 QN0539  VERT ORDER      -  THIRD ? (See Below)
 QN0539
 QN0539.The horizontal coordinates were established by classical geodetic methods
 QN0539.and adjusted by the National Geodetic Survey in March 1999.
 QN0539
 QN0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0539
 QN0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0539.GEOID18 height accuracy estimate available here.
 QN0539
 QN0539.The vertical order pertains to the NGVD 29 superseded value.
 QN0539
 QN0539.Click photographs - Photos may exist for this station.
 QN0539
 QN0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0539
 QN0539. The following values were computed from the NAD 83(1996) position.
 QN0539
 QN0539;                    North         East     Units Scale Factor Converg.
 QN0539;SPC WI C     -   196,741.424   495,652.384   MT  1.00001971   -0 56 37.1
 QN0539;SPC WI C     -   645,475.82  1,626,152.86   sFT  1.00001971   -0 56 37.1
 QN0539;UTM  15      - 5,050,513.065   629,672.623   MT  0.99980673   +1 11 16.7
 QN0539
 QN0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0539!SPC WI C     -   0.99993095  x   1.00001971  =   0.99995065
 QN0539!UTM  15      -   0.99993095  x   0.99980673  =   0.99973769
 QN0539
 QN0539:                Primary Azimuth Mark                     Grid Az
 QN0539:SPC WI C     -  ADAMS AZ MK                              090 58 46.9
 QN0539:UTM  15      -  ADAMS AZ MK                              088 50 53.1
 QN0539
 QN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2967250513(NAD 83)
 QN0539
 QN0539|---------------------------------------------------------------------|
 QN0539| PID    Reference Object                     Distance      Geod. Az  |
 QN0539|                                                           dddmmss.s |
 QN0539| CJ4167 ADAMS RM 2                           24.940 METERS 00757     |
 QN0539| CJ4165 ADAMS AZ MK                                        0900209.8 |
 QN0539| CJ4166 ADAMS RM 1                           24.719 METERS 27151     |
 QN0539|---------------------------------------------------------------------|
 QN0539
 QN0539                          SUPERSEDED SURVEY CONTROL
 QN0539
 QN0539  NAD 83(1991)-  45 35 45.82127(N)    091 20 14.61987(W) AD(       ) 1
 QN0539  NAD 83(1986)-  45 35 45.81767(N)    091 20 14.61686(W) AD(       ) 1
 QN0539  NAD 27      -  45 35 45.95400(N)    091 20 14.04000(W) AD(       ) 1
 QN0539  NGVD 29             470.61   (m)         1544.0    (f) LEVELING    3  
 QN0539
 QN0539.Superseded values are not recommended for survey control.
 QN0539
 QN0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0539.See file dsdata.pdf to determine how the superseded data were derived.
 QN0539
 QN0539_MARKER: DS = TRIANGULATION STATION DISK
 QN0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0539_STAMPING: ADAMS 1952
 QN0539_MARK LOGO: CGS
 QN0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0539+STABILITY: SURFACE MOTION
 QN0539
 QN0539  HISTORY     - Date     Condition        Report By
 QN0539  HISTORY     - 1952     MONUMENTED       CGS
 QN0539
 QN0539                          STATION DESCRIPTION
 QN0539
 QN0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0539'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF LADYSMITH,
 QN0539'10 MILES NORTH-NORTHWEST OF BRUCE, 6 MILES WEST OF STATE
 QN0539'HIGHWAY 40 AND AT A POINT WHERE A GRAVEL ROAD CROSSES THE
 QN0539'HIGHEST POINT OF A NORTH-SOUTH RIDGE.
 QN0539'
 QN0539'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 AND
 QN0539'STATE HIGHWAY 40 IN BRUCE, GO NORTH ON STATE HIGHWAY 40 FOR 8.2
 QN0539'MILES TO THE JUNCTION OF STATE HIGHWAY 40 AND COUNTY ROAD A,
 QN0539'CONTINUE NORTH ON STATE HIGHWAY 40 FOR 2.1 MILES TO THE
 QN0539'JUNCTION WITH COUNTY ROAD HH, TURN LEFT AND GO WEST ON COUNTY
 QN0539'ROAD HH FOR 2.5 MILES TO A CROSSROAD, A SCHOOLHOUSE ON THE
 QN0539'RIGHT, WHERE COUNTY ROAD HH TURNS LEFT, SOUTH, CONTINUE WEST
 QN0539'ON THE GRADED ROAD FOR 0.8 MILE TO A FORK, KEEP THE RIGHT
 QN0539'FORK AND GO NORTH FOR 1.1 MILES TO A SIDE ROAD LEFT, TURN
 QN0539'LEFT AND GO WEST ON THE GRAVEL ROAD FOR 0.8 MILE TO THE
 QN0539'AZIMUTH MARK ON THE RIGHT, ON THE WEST SLOPE OF A HILL.
 QN0539'CONTINUE WEST ON THE GRAVEL ROAD FOR 1.15 MILES TO THE
 QN0539'HIGHEST POINT OF THE NEXT HILL AND THE STATION ON THE LEFT.
 QN0539'
 QN0539'THE STATION MARK, STAMPED ADAMS 1952, IS A STANDARD DISK SET
 QN0539'IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 26 FEET
 QN0539'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 10 FEET SOUTH OF 6 SMALL
 QN0539'BOULDERS THAT AVERAGE 1 FOOT IN DIAMETER AND 3 FEET WEST OF
 QN0539'A WITNESS POST.
 QN0539'
 QN0539'REFERENCE MARK NO. 1, STAMPED ADAMS NO 1 1952, IS A STANDARD
 QN0539'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 QN0539'THE MARK IS 25 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD.
 QN0539'
 QN0539'REFERENCE MARK NO. 2, STAMPED ADAMS NO 2 1952, IS A STANDARD
 QN0539'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  THE
 QN0539'MARK IS 54 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.
 QN0539'
 QN0539'THE AZIMUTH MARK, STAMPED ADAMS 1952, IS A STANDARD DISK SET IN
 QN0539'A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  THE MARK IS 28
 QN0539'FEET WEST OF A FENCE CORNER, 12 FEET NORTH OF THE CENTER OF A
 QN0539'GRAVEL ROAD AND 3 FEET WEST OF A WITNESS POST.
 QN0539'
 QN0539'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5488 ***********************************************************************
 DH5488  DESIGNATION -  ADAMS C GPS
 DH5488  PID         -  DH5488
 DH5488  STATE/COUNTY-  WI/ADAMS
 DH5488  COUNTRY     -  US
 DH5488  USGS QUAD   -  ADAMS (2018)
 DH5488
 DH5488                         *CURRENT SURVEY CONTROL
 DH5488  ______________________________________________________________________
 DH5488* NAD 83(2011) POSITION- 43 55 24.31078(N) 089 49 23.54879(W)   ADJUSTED
 DH5488* NAD 83(2011) ELLIP HT-   256.034 (meters)        (06/27/12)   ADJUSTED
 DH5488* NAD 83(2011) EPOCH   -  2010.00
 DH5488* NAVD 88 ORTHO HEIGHT -   291.498 (meters)      956.36  (feet) ADJUSTED
 DH5488  ______________________________________________________________________
 DH5488  GEOID HEIGHT    -        -35.464 (meters)                     GEOID18
 DH5488  NAD 83(2011) X  -     14,198.586 (meters)                     COMP
 DH5488  NAD 83(2011) Y  - -4,601,545.588 (meters)                     COMP
 DH5488  NAD 83(2011) Z  -  4,402,144.443 (meters)                     COMP
 DH5488  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 DH5488  DYNAMIC HEIGHT  -        291.435 (meters)      956.15  (feet) COMP
 DH5488  MODELED GRAVITY -    980,395.7   (mgal)                       NAVD 88
 DH5488
 DH5488  VERT ORDER      -  SECOND    CLASS I
 DH5488
 DH5488  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5488  Standards:
 DH5488         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5488            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5488  -------------------------------------------------------------------
 DH5488  NETWORK    0.22   0.37           0.10   0.08   0.19     -0.01727268
 DH5488  -------------------------------------------------------------------
 DH5488  Click here for local accuracies and other accuracy information.
 DH5488
 DH5488.The horizontal coordinates were established by GPS observations
 DH5488.and adjusted by the National Geodetic Survey in June 2012.
 DH5488
 DH5488.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5488.been affixed to the stable North American tectonic plate. See 
 DH5488.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5488
 DH5488.The horizontal coordinates are valid at the epoch date displayed above
 DH5488.which is a decimal equivalence of Year/Month/Day.
 DH5488
 DH5488.The orthometric height was determined by differential leveling and
 DH5488.adjusted by the WI DEPT OF TRANSP
 DH5488.in May 2012.
 DH5488
 DH5488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5488.GEOID18 height accuracy estimate available here.
 DH5488
 DH5488.Click photographs - Photos may exist for this station.
 DH5488
 DH5488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5488
 DH5488.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5488
 DH5488.The ellipsoidal height was determined by GPS observations
 DH5488.and is referenced to NAD 83.
 DH5488
 DH5488.The dynamic height is computed by dividing the NAVD 88
 DH5488.geopotential number by the normal gravity value computed on the
 DH5488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5488.degrees latitude (g = 980.6199 gals.).
 DH5488
 DH5488.The modeled gravity was interpolated from observed gravity values.
 DH5488
 DH5488. The following values were computed from the NAD 83(2011) position.
 DH5488
 DH5488;                    North         East     Units Scale Factor Converg.
 DH5488;SPC WI S     -   213,693.346   614,197.660   MT  0.99997405   +0 07 17.3
 DH5488;SPC WI S     -   701,092.25  2,015,080.16   sFT  0.99997405   +0 07 17.3
 DH5488;UTM  16      - 4,867,242.376   273,357.297   MT  1.00023183   -1 57 33.4
 DH5488
 DH5488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5488!SPC WI S     -   0.99995985  x   0.99997405  =   0.99993390
 DH5488!UTM  16      -   0.99995985  x   1.00023183  =   1.00019167
 DH5488
 DH5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7335767242(NAD 83)
 DH5488
 DH5488                          SUPERSEDED SURVEY CONTROL
 DH5488
 DH5488  NAD 83(2007)-  43 55 24.31080(N)    089 49 23.54962(W) AD(2002.00) 0
 DH5488  ELLIP H (02/10/07)  256.068  (m)                       GP(2002.00)    
 DH5488  NAD 83(1997)-  43 55 24.31081(N)    089 49 23.55012(W) AD(       ) 1
 DH5488  ELLIP H (08/01/05)  256.071  (m)                       GP(       ) 2 1
 DH5488  NAVD 88             291.48   (m)          956.3    (f) LEVELING    3  
 DH5488  NAVD 88 (04/20/07)  291.480  (m)          956.30   (f) SUPERSEDED  2 1
 DH5488
 DH5488.Superseded values are not recommended for survey control.
 DH5488
 DH5488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5488.See file dsdata.pdf to determine how the superseded data were derived.
 DH5488
 DH5488_MARKER: DD = SURVEY DISK
 DH5488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5488_STAMPING: ADAMS C GPS 2004
 DH5488_MARK LOGO: WIDT
 DH5488_PROJECTION: FLUSH
 DH5488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5488+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2024
 DH5488
 DH5488  HISTORY     - Date     Condition        Report By
 DH5488  HISTORY     - 2003     MONUMENTED       WIDT
 DH5488  HISTORY     - 20051228 GOOD             WIDT
 DH5488  HISTORY     - 20100601 GOOD             WIDT
 DH5488  HISTORY     - 20240720 GOOD             DJHENK
 DH5488
 DH5488                          STATION DESCRIPTION
 DH5488
 DH5488'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5488'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5488'STATE HIGHWAY 13  WITH COUNTY HIGHWAY F ABOUT 1 MI SOUTH OF THE CITY
 DH5488'OF ADAMS, GO WEST ON COUNTY  HIGHWAY F FOR 0.3 MI TO THE STATION ON
 DH5488'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN  DEPARTMENT OF
 DH5488'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5488'A  41-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.
 DH5488'THE STATION IS 9.5  M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY F, 84
 DH5488'M EAST-NORTHEAST OF A WOOD POST FOR  A --JUNCTION 13-- SIGN, 45 M
 DH5488'NORTHWEST OF POWERPOLE, AND 1.0 M NORTH, SOUTHEAST, AND  SOUTHWEST OF
 DH5488'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DH5488'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH5488'HORIZON.
 DH5488
 DH5488                          STATION RECOVERY (2005)
 DH5488
 DH5488'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5488'RECOVERED AS DESCRIBED.
 DH5488
 DH5488                          STATION RECOVERY (2010)
 DH5488
 DH5488'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5488'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 67.5 M WEST OF A
 DH5488'YELLOW 4X4 PLASTIC --R/W-- POST AND 39.5 M EAST OF THE CENTERLINE OF A
 DH5488'GRAVEL ENTRANCE TO A COMMUNICATIONS TOWER.  NOTE---THE ROAD SIGN IN
 DH5488'THE 2003 DESCRIPTION HAS BEEN MOVED AND THE POWER POLE IS NOT PRESENT.
 DH5488'
 DH5488
 DH5488                          STATION RECOVERY (2024)
 DH5488
 DH5488'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2024 (DJH)
 DH5488'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5222 ***********************************************************************
 DH5222  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5222  DESIGNATION -  ADAMS E GPS
 DH5222  PID         -  DH5222
 DH5222  STATE/COUNTY-  WI/GREEN
 DH5222  COUNTRY     -  US
 DH5222  USGS QUAD   -  ARGYLE (2018)
 DH5222
 DH5222                         *CURRENT SURVEY CONTROL
 DH5222  ______________________________________________________________________
 DH5222* NAD 83(2011) POSITION- 42 43 37.51014(N) 089 45 04.17323(W)   ADJUSTED
 DH5222* NAD 83(2011) ELLIP HT-   299.684 (meters)        (06/27/12)   ADJUSTED
 DH5222* NAD 83(2011) EPOCH   -  2010.00
 DH5222* NAVD 88 ORTHO HEIGHT -   333.36  (meters)     1093.7   (feet) GPS OBS
 DH5222  ______________________________________________________________________
 DH5222  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5222  GEOID HEIGHT    -        -33.677 (meters)                     GEOID12A
 DH5222  GEOID HEIGHT    -        -33.677 (meters)                     GEOID18
 DH5222  NAD 83(2011) X  -     20,381.181 (meters)                     COMP
 DH5222  NAD 83(2011) Y  - -4,692,753.152 (meters)                     COMP
 DH5222  NAD 83(2011) Z  -  4,305,482.740 (meters)                     COMP
 DH5222  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 DH5222
 DH5222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5222  Standards:
 DH5222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5222  -------------------------------------------------------------------
 DH5222  NETWORK    0.24   0.39           0.11   0.08   0.20      0.09826362
 DH5222  -------------------------------------------------------------------
 DH5222  Click here for local accuracies and other accuracy information.
 DH5222
 DH5222.The horizontal coordinates were established by GPS observations
 DH5222.and adjusted by the National Geodetic Survey in June 2012.
 DH5222
 DH5222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5222.been affixed to the stable North American tectonic plate. See 
 DH5222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5222
 DH5222.The horizontal coordinates are valid at the epoch date displayed above
 DH5222.which is a decimal equivalence of Year/Month/Day.
 DH5222
 DH5222.The orthometric height was determined by GPS observations and a
 DH5222.high-resolution geoid model using precise GPS observation and
 DH5222.processing techniques.
 DH5222
 DH5222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5222.GEOID18 height accuracy estimate available here.
 DH5222
 DH5222.Click photographs - Photos may exist for this station.
 DH5222
 DH5222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5222
 DH5222.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5222
 DH5222.The ellipsoidal height was determined by GPS observations
 DH5222.and is referenced to NAD 83.
 DH5222
 DH5222. The following values were computed from the NAD 83(2011) position.
 DH5222
 DH5222;                    North         East     Units Scale Factor Converg.
 DH5222;SPC WI S     -    80,803.600   620,380.284   MT  1.00000127   +0 10 15.5
 DH5222;SPC WI S     -   265,103.14  2,035,364.32   sFT  1.00000127   +0 10 15.5
 DH5222;UTM  16      - 4,734,179.497   274,760.646   MT  1.00022420   -1 52 02.9
 DH5222
 DH5222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5222!SPC WI S     -   0.99995300  x   1.00000127  =   0.99995427
 DH5222!UTM  16      -   0.99995300  x   1.00022420  =   1.00017719
 DH5222
 DH5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7476034179(NAD 83)
 DH5222
 DH5222                          SUPERSEDED SURVEY CONTROL
 DH5222
 DH5222  NAD 83(2007)-  42 43 37.51021(N)    089 45 04.17414(W) AD(2002.00) 0
 DH5222  ELLIP H (02/10/07)  299.713  (m)                       GP(2002.00)    
 DH5222  NAD 83(1997)-  42 43 37.50999(N)    089 45 04.17443(W) AD(       ) 1
 DH5222  ELLIP H (08/01/05)  299.723  (m)                       GP(       ) 2 1
 DH5222  NAVD 88 (07/26/07)  333.36   (m)  GEOID03  model used  GPS OBS        
 DH5222
 DH5222.Superseded values are not recommended for survey control.
 DH5222
 DH5222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5222.See file dsdata.pdf to determine how the superseded data were derived.
 DH5222
 DH5222_MARKER: DD = SURVEY DISK
 DH5222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5222_STAMPING: ADAMS E GPS 2004
 DH5222_MARK LOGO: WIDT
 DH5222_PROJECTION: FLUSH
 DH5222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5222+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2007
 DH5222
 DH5222  HISTORY     - Date     Condition        Report By
 DH5222  HISTORY     - 2003     MONUMENTED       WIDT
 DH5222  HISTORY     - 20070918 GOOD             WIDT
 DH5222
 DH5222                          STATION DESCRIPTION
 DH5222
 DH5222'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5222'OWNERSHIP--TOWN OF ADAMS.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5222'COUNTY HIGHWAY  J WITH STATE HIGHWAY 81 ABOUT 9 MI NORTHWEST OF THE
 DH5222'CITY OF MONROE, GO NORTH ON  COUNTY HIGHWAY J FOR 3.9 MI TO COUNTY
 DH5222'HIGHWAY C ON THE LEFT, TURN LEFT AND GO WEST ON  COUNTY HIGHWAY C FOR
 DH5222'1.0 MI TO PRAIRIE VIEW ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH
 DH5222'THEN WEST ON PRAIRIE VIEW ROAD FOR 0.9 MI TO THE STATION ON THE RIGHT.
 DH5222'THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORATAION
 DH5222'GEODETIC SURVEY STATION CONTROL DISK  SET IN THE TOP OF A 41-CM
 DH5222'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.   THE
 DH5222'STATION IS 7.6 M NORTH OF THE CENTERLINE OF PRAIRIE VIEW ROAD, 70 M
 DH5222'WEST OF THE  EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W7915-- , 5 M
 DH5222'WEST OF THE CENTERLINE OF A FIELD  ENTRANCE, 1.5 M SOUTH OF A FENCE,
 DH5222'1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M  NORTHWEST OF
 DH5222'AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M NORTHEAST OF AN ORANGE
 DH5222'4X4  PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5222'OBSTRUCTIONS EXTENDING HIGHER  THAN 15 DEGREES ABOVE THE HORIZON.
 DH5222
 DH5222                          STATION RECOVERY (2007)
 DH5222
 DH5222'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4460 ***********************************************************************
 DJ4460  DESIGNATION -  ADAMS E GPS
 DJ4460  PID         -  DJ4460
 DJ4460  STATE/COUNTY-  WI/JACKSON
 DJ4460  COUNTRY     -  US
 DJ4460  USGS QUAD   -  BLACK RIVER FALLS (2018)
 DJ4460
 DJ4460                         *CURRENT SURVEY CONTROL
 DJ4460  ______________________________________________________________________
 DJ4460* NAD 83(2011) POSITION- 44 17 43.67881(N) 090 49 25.76005(W)   ADJUSTED
 DJ4460* NAD 83(2011) ELLIP HT-   240.000 (meters)        (06/27/12)   ADJUSTED
 DJ4460* NAD 83(2011) EPOCH   -  2010.00
 DJ4460* NAVD 88 ORTHO HEIGHT -   273.013 (meters)      895.71  (feet) ADJUSTED
 DJ4460  ______________________________________________________________________
 DJ4460  GEOID HEIGHT    -        -33.011 (meters)                     GEOID18
 DJ4460  NAD 83(2011) X  -    -65,747.059 (meters)                     COMP
 DJ4460  NAD 83(2011) Y  - -4,572,308.489 (meters)                     COMP
 DJ4460  NAD 83(2011) Z  -  4,431,816.796 (meters)                     COMP
 DJ4460  LAPLACE CORR    -         -8.14  (seconds)                    DEFLEC18
 DJ4460  DYNAMIC HEIGHT  -        272.968 (meters)      895.56  (feet) COMP
 DJ4460  MODELED GRAVITY -    980,448.8   (mgal)                       NAVD 88
 DJ4460
 DJ4460  VERT ORDER      -  SECOND    CLASS I
 DJ4460
 DJ4460  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4460  Standards:
 DJ4460         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4460            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4460  -------------------------------------------------------------------
 DJ4460  NETWORK    0.41   0.41           0.18   0.15   0.21      0.08606936
 DJ4460  -------------------------------------------------------------------
 DJ4460  Click here for local accuracies and other accuracy information.
 DJ4460
 DJ4460.The horizontal coordinates were established by GPS observations
 DJ4460.and adjusted by the National Geodetic Survey in June 2012.
 DJ4460
 DJ4460.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4460.been affixed to the stable North American tectonic plate. See 
 DJ4460.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4460
 DJ4460.The horizontal coordinates are valid at the epoch date displayed above
 DJ4460.which is a decimal equivalence of Year/Month/Day.
 DJ4460
 DJ4460.The orthometric height was determined by differential leveling and
 DJ4460.adjusted by the WI DEPT OF TRANSP
 DJ4460.in May 2012.
 DJ4460
 DJ4460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4460.GEOID18 height accuracy estimate available here.
 DJ4460
 DJ4460.Click photographs - Photos may exist for this station.
 DJ4460
 DJ4460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4460
 DJ4460.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4460
 DJ4460.The ellipsoidal height was determined by GPS observations
 DJ4460.and is referenced to NAD 83.
 DJ4460
 DJ4460.The dynamic height is computed by dividing the NAVD 88
 DJ4460.geopotential number by the normal gravity value computed on the
 DJ4460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4460.degrees latitude (g = 980.6199 gals.).
 DJ4460
 DJ4460.The modeled gravity was interpolated from observed gravity values.
 DJ4460
 DJ4460. The following values were computed from the NAD 83(2011) position.
 DJ4460
 DJ4460;                    North         East     Units Scale Factor Converg.
 DJ4460;SPC WI C     -    51,684.917   534,254.818   MT  0.99999171   -0 34 52.6
 DJ4460;SPC WI C     -   169,569.60  1,752,801.02   sFT  0.99999171   -0 34 52.6
 DJ4460;UTM  15      - 4,906,993.475   673,606.034   MT  0.99997067   +1 31 12.5
 DJ4460
 DJ4460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4460!SPC WI C     -   0.99996237  x   0.99999171  =   0.99995408
 DJ4460!UTM  15      -   0.99996237  x   0.99997067  =   0.99993304
 DJ4460
 DJ4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7360606993(NAD 83)
 DJ4460
 DJ4460                          SUPERSEDED SURVEY CONTROL
 DJ4460
 DJ4460  NAD 83(2007)-  44 17 43.67881(N)    090 49 25.76095(W) AD(2002.00) 1
 DJ4460  ELLIP H (07/29/08)  240.028  (m)                       GP(2002.00) 3 1
 DJ4460  NAVD 88             273.00   (m)          895.7    (f) LEVELING    3  
 DJ4460  NAVD 88 (07/08/08)  273.000  (m)          895.67   (f) SUPERSEDED  2 1
 DJ4460
 DJ4460.Superseded values are not recommended for survey control.
 DJ4460
 DJ4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4460.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4460
 DJ4460_MARKER: DD = SURVEY DISK
 DJ4460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4460_STAMPING: ADAMS E GPS 2005
 DJ4460_MARK LOGO: WIDT
 DJ4460_PROJECTION: FLUSH
 DJ4460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4460+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2022
 DJ4460
 DJ4460  HISTORY     - Date     Condition        Report By
 DJ4460  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4460  HISTORY     - 20061025 GOOD             WIDT
 DJ4460  HISTORY     - 20101013 GOOD             WOOLPT
 DJ4460  HISTORY     - 20101016 GOOD             WOOLPT
 DJ4460  HISTORY     - 20110907 GOOD             WIDT
 DJ4460  HISTORY     - 20220105 GOOD             WI-053
 DJ4460
 DJ4460                          STATION DESCRIPTION
 DJ4460
 DJ4460'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4460'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4460'STATE HIGHWAY 54 (EXIT 116) ON THE EAST SIDE OF THE CITY OF BLACK
 DJ4460'RIVER FALLS.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4460'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP A
 DJ4460'40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4460'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4460'IS 11.1 M (36.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF EASTBOUND
 DJ4460'STATE HIGHWAY 54, 37.8 M (124.0 FT) WEST-SOUTHWEST OF THE WESTERN END
 DJ4460'OF A METAL GUARD RAIL, 32 M (105.0 FT) NORTHEAST OF A GREEN POWER
 DJ4460'PEDESTAL, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF AN
 DJ4460'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4460'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4460'HORIZON.
 DJ4460
 DJ4460                          STATION RECOVERY (2010)
 DJ4460
 DJ4460'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 DJ4460'THE MARK IS A PRIMARY PROJECT CONTROL POINT (PPCP) FOR BLACK RIVER
 DJ4460'FALLS LEVEE PROJECT AND THE PRIMARY REFERENCE POINT FOR RIVER GAUGE
 DJ4460'053813595.
 DJ4460'
 DJ4460'THE MARK IS 195.67 FEET ABOVE ZERO GAGE REFERENCE POINT AT BLACK RIVER
 DJ4460'AT BLACK RIVER FALLS, WI.
 DJ4460'
 DJ4460'THE MARK IS 0.15 FEET BELOW NGVD88 AT BLACK RIVER AT BLACK RIVER
 DJ4460'FALLS, WI.
 DJ4460'
 DJ4460'THE MARK IS 128.37 FEET ABOVE BM 7, CHISLED CROSS ON DOWNSTREAM
 DJ4460'LANDWARD BOLT OF GUARDRAIL PLATE AT RIGHT DOWNSTREAM END OF HWY 54
 DJ4460'BRIDGE OVER BLACK RIVER ABOUT 500 FT UPSTREAM OF GAGE.
 DJ4460'
 DJ4460'THE MARK IS 131.74 FEET ABOVE BM 8, BRONZE TABLET SET IN CONCRETE 15
 DJ4460'FT SOUTHWEST FROM THE BACK RIGHT CORNER OF THE GAGE HOUSE.
 DJ4460
 DJ4460                          STATION RECOVERY (2010)
 DJ4460
 DJ4460'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JKW)
 DJ4460'RECOVERED IN GOOD CONDITION.
 DJ4460
 DJ4460                          STATION RECOVERY (2011)
 DJ4460
 DJ4460'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4460'RECOVERED IN GOOD CONDITION.
 DJ4460
 DJ4460                          STATION RECOVERY (2022)
 DJ4460
 DJ4460'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2022 (CB)
 DJ4460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4699 ***********************************************************************
 DJ4699  DESIGNATION -  ADAMS GPS
 DJ4699  PID         -  DJ4699
 DJ4699  STATE/COUNTY-  WI/JACKSON
 DJ4699  COUNTRY     -  US
 DJ4699  USGS QUAD   -  BLACK RIVER FALLS (2018)
 DJ4699
 DJ4699                         *CURRENT SURVEY CONTROL
 DJ4699  ______________________________________________________________________
 DJ4699* NAD 83(2011) POSITION- 44 21 23.93673(N) 090 50 41.10820(W)   ADJUSTED
 DJ4699* NAD 83(2011) ELLIP HT-   251.036 (meters)        (06/27/12)   ADJUSTED
 DJ4699* NAD 83(2011) EPOCH   -  2010.00
 DJ4699* NAVD 88 ORTHO HEIGHT -   283.868 (meters)      931.32  (feet) ADJUSTED
 DJ4699  ______________________________________________________________________
 DJ4699  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 DJ4699  NAD 83(2011) X  -    -67,347.388 (meters)                     COMP
 DJ4699  NAD 83(2011) Y  - -4,567,541.976 (meters)                     COMP
 DJ4699  NAD 83(2011) Z  -  4,436,688.202 (meters)                     COMP
 DJ4699  LAPLACE CORR    -         -8.70  (seconds)                    DEFLEC18
 DJ4699  DYNAMIC HEIGHT  -        283.823 (meters)      931.18  (feet) COMP
 DJ4699  MODELED GRAVITY -    980,450.6   (mgal)                       NAVD 88
 DJ4699
 DJ4699  VERT ORDER      -  SECOND    CLASS I
 DJ4699
 DJ4699  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4699  Standards:
 DJ4699         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4699            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4699  -------------------------------------------------------------------
 DJ4699  NETWORK    0.31   0.29           0.14   0.11   0.15      0.09604830
 DJ4699  -------------------------------------------------------------------
 DJ4699  Click here for local accuracies and other accuracy information.
 DJ4699
 DJ4699.The horizontal coordinates were established by GPS observations
 DJ4699.and adjusted by the National Geodetic Survey in June 2012.
 DJ4699
 DJ4699.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4699.been affixed to the stable North American tectonic plate. See 
 DJ4699.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4699
 DJ4699.The horizontal coordinates are valid at the epoch date displayed above
 DJ4699.which is a decimal equivalence of Year/Month/Day.
 DJ4699
 DJ4699.The orthometric height was determined by differential leveling and
 DJ4699.adjusted by the WI DEPT OF TRANSP
 DJ4699.in May 2012.
 DJ4699
 DJ4699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4699.GEOID18 height accuracy estimate available here.
 DJ4699
 DJ4699.Click photographs - Photos may exist for this station.
 DJ4699
 DJ4699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4699
 DJ4699.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4699
 DJ4699.The ellipsoidal height was determined by GPS observations
 DJ4699.and is referenced to NAD 83.
 DJ4699
 DJ4699.The dynamic height is computed by dividing the NAVD 88
 DJ4699.geopotential number by the normal gravity value computed on the
 DJ4699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4699.degrees latitude (g = 980.6199 gals.).
 DJ4699
 DJ4699.The modeled gravity was interpolated from observed gravity values.
 DJ4699
 DJ4699. The following values were computed from the NAD 83(2011) position.
 DJ4699
 DJ4699;                    North         East     Units Scale Factor Converg.
 DJ4699;SPC WI C     -    58,500.161   532,655.276   MT  0.99998155   -0 35 45.7
 DJ4699;SPC WI C     -   191,929.28  1,747,553.18   sFT  0.99998155   -0 35 45.7
 DJ4699;UTM  15      - 4,913,745.321   671,757.597   MT  0.99996281   +1 30 25.7
 DJ4699
 DJ4699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4699!SPC WI C     -   0.99996064  x   0.99998155  =   0.99994219
 DJ4699!UTM  15      -   0.99996064  x   0.99996281  =   0.99992345
 DJ4699
 DJ4699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7175713745(NAD 83)
 DJ4699
 DJ4699                          SUPERSEDED SURVEY CONTROL
 DJ4699
 DJ4699  NAD 83(2007)-  44 21 23.93679(N)    090 50 41.10911(W) AD(2002.00) 1
 DJ4699  ELLIP H (07/29/08)  251.066  (m)                       GP(2002.00) 3 1
 DJ4699  NAVD 88             283.86   (m)          931.3    (f) LEVELING    3  
 DJ4699  NAVD 88 (07/08/08)  283.855  (m)          931.28   (f) SUPERSEDED  2 1
 DJ4699
 DJ4699.Superseded values are not recommended for survey control.
 DJ4699
 DJ4699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4699.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4699
 DJ4699_MARKER: DD = SURVEY DISK
 DJ4699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4699_STAMPING: ADAMS GPS 1993 JTE
 DJ4699_MARK LOGO: WI-053
 DJ4699_PROJECTION: FLUSH
 DJ4699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4699+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2011
 DJ4699
 DJ4699  HISTORY     - Date     Condition        Report By
 DJ4699  HISTORY     - 1993     MONUMENTED       WI-053
 DJ4699  HISTORY     - 20061023 GOOD             WIDT
 DJ4699  HISTORY     - 20110913 GOOD             WIDT
 DJ4699
 DJ4699                          STATION DESCRIPTION
 DJ4699
 DJ4699'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4699'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4699'US HIGHWAY 12 AND STATE HIGHWAY 27 (EXIT 115) JUST NORTH OF THE CITY
 DJ4699'OF BLACK RIVER FALLS, GO NORTH ON US HIGHWAY 12 AND STATE HIGHWAY 27
 DJ4699'FOR 2.1 MI (3.4 KM) TO TOWN HALL ROAD ON THE RIGHT AND EAST SNOW CREEK
 DJ4699'ROAD ON THE LEFT, TURN LEFT AND GO NORTHWEST ON EAST SNOW CREEK ROAD
 DJ4699'FOR 1.6 MI (2.6 KM) TO HANNON ROAD ON THE LEFT, TURN LEFT AND GO WEST
 DJ4699'ON HANNON ROAD FOR 0.1 MI (0.2 KM) TO WEST SNOW CREEK ROAD, CONTINUE
 DJ4699'WEST ON HANNON ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DJ4699'THE STATION IS A BRONZE JACKSON COUNTY SURVEY MONUMENT DISK SET IN THE
 DJ4699'TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4699'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.9 M
 DJ4699'(22.6 FT) NORTH OF THE CENTERLINE OF HANNON ROAD, 78 M (255.9 FT) WEST
 DJ4699'OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE --W10744--, 52 M (170.6
 DJ4699'FT) EAST-NORTHEAST OF A POWER POLE, 1.3 M (4.3 FT) WEST OF A GRAY
 DJ4699'PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) NORTHEAST AND SOUTH OF AN
 DJ4699'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4699'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4699'HORIZON.
 DJ4699
 DJ4699                          STATION RECOVERY (2011)
 DJ4699
 DJ4699'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5221 ***********************************************************************
 DH5221  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5221  DESIGNATION -  ADAMS W GPS
 DH5221  PID         -  DH5221
 DH5221  STATE/COUNTY-  WI/GREEN
 DH5221  COUNTRY     -  US
 DH5221  USGS QUAD   -  ARGYLE (2018)
 DH5221
 DH5221                         *CURRENT SURVEY CONTROL
 DH5221  ______________________________________________________________________
 DH5221* NAD 83(2011) POSITION- 42 44 36.73060(N) 089 49 37.84286(W)   ADJUSTED
 DH5221* NAD 83(2011) ELLIP HT-   283.973 (meters)        (06/27/12)   ADJUSTED
 DH5221* NAD 83(2011) EPOCH   -  2010.00
 DH5221* NAVD 88 ORTHO HEIGHT -   317.67  (meters)     1042.2   (feet) GPS OBS
 DH5221  ______________________________________________________________________
 DH5221  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5221  GEOID HEIGHT    -        -33.701 (meters)                     GEOID12A
 DH5221  GEOID HEIGHT    -        -33.696 (meters)                     GEOID18
 DH5221  NAD 83(2011) X  -     14,151.102 (meters)                     COMP
 DH5221  NAD 83(2011) Y  - -4,691,524.372 (meters)                     COMP
 DH5221  NAD 83(2011) Z  -  4,306,814.362 (meters)                     COMP
 DH5221  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 DH5221
 DH5221  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5221  Standards:
 DH5221         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5221            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5221  -------------------------------------------------------------------
 DH5221  NETWORK    0.33   0.47           0.15   0.11   0.24      0.13428760
 DH5221  -------------------------------------------------------------------
 DH5221  Click here for local accuracies and other accuracy information.
 DH5221
 DH5221.The horizontal coordinates were established by GPS observations
 DH5221.and adjusted by the National Geodetic Survey in June 2012.
 DH5221
 DH5221.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5221.been affixed to the stable North American tectonic plate. See 
 DH5221.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5221
 DH5221.The horizontal coordinates are valid at the epoch date displayed above
 DH5221.which is a decimal equivalence of Year/Month/Day.
 DH5221
 DH5221.The orthometric height was determined by GPS observations and a
 DH5221.high-resolution geoid model using precise GPS observation and
 DH5221.processing techniques.
 DH5221
 DH5221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5221.GEOID18 height accuracy estimate available here.
 DH5221
 DH5221.Click photographs - Photos may exist for this station.
 DH5221
 DH5221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5221
 DH5221.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5221
 DH5221.The ellipsoidal height was determined by GPS observations
 DH5221.and is referenced to NAD 83.
 DH5221
 DH5221. The following values were computed from the NAD 83(2011) position.
 DH5221
 DH5221;                    North         East     Units Scale Factor Converg.
 DH5221;SPC WI S     -    82,615.259   614,150.455   MT  0.99999796   +0 07 07.5
 DH5221;SPC WI S     -   271,046.90  2,014,925.28   sFT  0.99999796   +0 07 07.5
 DH5221;UTM  16      - 4,736,212.096   268,597.709   MT  1.00025883   -1 55 10.9
 DH5221
 DH5221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5221!SPC WI S     -   0.99995547  x   0.99999796  =   0.99995343
 DH5221!UTM  16      -   0.99995547  x   1.00025883  =   1.00021429
 DH5221
 DH5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6859736212(NAD 83)
 DH5221
 DH5221                          SUPERSEDED SURVEY CONTROL
 DH5221
 DH5221  NAD 83(2007)-  42 44 36.73067(N)    089 49 37.84377(W) AD(2002.00) 0
 DH5221  ELLIP H (02/10/07)  284.001  (m)                       GP(2002.00)    
 DH5221  NAD 83(1997)-  42 44 36.73048(N)    089 49 37.84405(W) AD(       ) 1
 DH5221  ELLIP H (08/01/05)  284.007  (m)                       GP(       ) 2 1
 DH5221  NAVD 88 (07/26/07)  317.66   (m)  GEOID03  model used  GPS OBS        
 DH5221
 DH5221.Superseded values are not recommended for survey control.
 DH5221
 DH5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5221.See file dsdata.pdf to determine how the superseded data were derived.
 DH5221
 DH5221_MARKER: DD = SURVEY DISK
 DH5221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5221_STAMPING: ADAMS W GPS 2004
 DH5221_MARK LOGO: WIDT
 DH5221_PROJECTION: FLUSH
 DH5221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5221+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DH5221
 DH5221  HISTORY     - Date     Condition        Report By
 DH5221  HISTORY     - 2003     MONUMENTED       WIDT
 DH5221  HISTORY     - 20070913 GOOD             WIDT
 DH5221
 DH5221                          STATION DESCRIPTION
 DH5221
 DH5221'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5221'QWNERSHIP--GREEN COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5221'STATE HIGHWAY 78  WITH STATE HIGHWAY 81 AT THE INTERSECTION OF STATE
 DH5221'STREET WITH MILWAUKEE STREET IN THE  VILLAGE OF ARGYLE, GO NORTH ON
 DH5221'STATE HIGHWAY 78 (STATE STREET) FOR 1.9 MI TO COUNTY  HIGHWAY A ON THE
 DH5221'RIGHT, TURN RIGHT AND GO NORHTEAST ON COUNTY HIGHWAY FOR 1.2 MI TO
 DH5221'WILDLIFE ROAD ON THE RIGHT, CONTINUE NORTHEAST ON COUNTY HIGWAY A FOR
 DH5221'0.8 MI TO THE  STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5221'DEPARTMENT OF TRANSPORTATION  GEODETIC SURVEY CONTROL STATION DISK SET
 DH5221'IN THE TOP OF A 41-CM DIAMETER CONCRET POST  ABOUT LEVEL WITH THE
 DH5221'HIGHWAY PAVEMENT.  THE STATON IS 8.3 M NORHTWEST OF THE  CENTERLINE OF
 DH5221'COUNTY HIGHWAY A, 2 M EAST-SOUTHEAST OF A CULTIVATED FIELD, 1.0 M
 DH5221'EAST-NORTHEAST OF A METAL POST FOR A --R/W-- SIGN, 1.0 M NORTH OF AN
 DH5221'ORANGE 4X4 PLASTIC  WITNESS POST, 1.0 M SOUTHWEST OF AN ORANGE 4X4
 DH5221'PLASTIC WITNESS POST, AND 0.7 M  SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5221'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5221'EXENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5221
 DH5221                          STATION RECOVERY (2007)
 DH5221
 DH5221'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5221'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 95.5 M SOUTHWEST OF
 DH5221'A --RIGHT CURVE AHEAD 45 MPH-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5087 ***********************************************************************
 DK5087  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5087  DESIGNATION -  ADAMS W GPS
 DK5087  PID         -  DK5087
 DK5087  STATE/COUNTY-  WI/JACKSON
 DK5087  COUNTRY     -  US
 DK5087  USGS QUAD   -  STENULSON COULEE (2018)
 DK5087
 DK5087                         *CURRENT SURVEY CONTROL
 DK5087  ______________________________________________________________________
 DK5087* NAD 83(2011) POSITION- 44 18 29.99298(N) 090 53 50.22105(W)   ADJUSTED
 DK5087* NAD 83(2011) ELLIP HT-   237.627 (meters)        (06/27/12)   ADJUSTED
 DK5087* NAD 83(2011) EPOCH   -  2010.00
 DK5087* NAVD 88 ORTHO HEIGHT -   270.37  (meters)      887.0   (feet) GPS OBS
 DK5087  ______________________________________________________________________
 DK5087  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5087  GEOID HEIGHT    -        -32.738 (meters)                     GEOID12A
 DK5087  GEOID HEIGHT    -        -32.733 (meters)                     GEOID18
 DK5087  NAD 83(2011) X  -    -71,593.695 (meters)                     COMP
 DK5087  NAD 83(2011) Y  - -4,571,220.374 (meters)                     COMP
 DK5087  NAD 83(2011) Z  -  4,432,838.255 (meters)                     COMP
 DK5087  LAPLACE CORR    -         -8.58  (seconds)                    DEFLEC18
 DK5087
 DK5087  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5087  Standards:
 DK5087         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5087            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5087  -------------------------------------------------------------------
 DK5087  NETWORK    0.31   0.29           0.14   0.11   0.15      0.09013116
 DK5087  -------------------------------------------------------------------
 DK5087  Click here for local accuracies and other accuracy information.
 DK5087
 DK5087.The horizontal coordinates were established by GPS observations
 DK5087.and adjusted by the National Geodetic Survey in June 2012.
 DK5087
 DK5087.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5087.been affixed to the stable North American tectonic plate. See 
 DK5087.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5087
 DK5087.The horizontal coordinates are valid at the epoch date displayed above
 DK5087.which is a decimal equivalence of Year/Month/Day.
 DK5087
 DK5087.The orthometric height was determined by GPS observations and a
 DK5087.high-resolution geoid model using precise GPS observation and
 DK5087.processing techniques.
 DK5087
 DK5087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5087.GEOID18 height accuracy estimate available here.
 DK5087
 DK5087.Click photographs - Photos may exist for this station.
 DK5087
 DK5087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5087
 DK5087.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5087
 DK5087.The ellipsoidal height was determined by GPS observations
 DK5087.and is referenced to NAD 83.
 DK5087
 DK5087. The following values were computed from the NAD 83(2011) position.
 DK5087
 DK5087;                    North         East     Units Scale Factor Converg.
 DK5087;SPC WI C     -    53,176.484   528,408.252   MT  0.99998948   -0 37 59.2
 DK5087;SPC WI C     -   174,463.18  1,733,619.41   sFT  0.99998948   -0 37 59.2
 DK5087;UTM  15      - 4,908,269.572   667,708.889   MT  0.99994591   +1 28 08.9
 DK5087
 DK5087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5087!SPC WI C     -   0.99996274  x   0.99998948  =   0.99995222
 DK5087!UTM  15      -   0.99996274  x   0.99994591  =   0.99990865
 DK5087
 DK5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6770808269(NAD 83)
 DK5087
 DK5087                          SUPERSEDED SURVEY CONTROL
 DK5087
 DK5087  NAD 83(2007)-  44 18 29.99305(N)    090 53 50.22195(W) AD(2002.00) 1
 DK5087  ELLIP H (07/29/08)  237.657  (m)                       GP(2002.00) 3 1
 DK5087  NAVD 88 (07/29/08)  270.36   (m)  GEOID03  model used  GPS OBS        
 DK5087
 DK5087.Superseded values are not recommended for survey control.
 DK5087
 DK5087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5087.See file dsdata.pdf to determine how the superseded data were derived.
 DK5087
 DK5087_MARKER: DD = SURVEY DISK
 DK5087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5087_STAMPING: ADAMS W GPS 2005
 DK5087_MARK LOGO: WIDT
 DK5087_PROJECTION: FLUSH
 DK5087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5087+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2011
 DK5087
 DK5087  HISTORY     - Date     Condition        Report By
 DK5087  HISTORY     - 2004     MONUMENTED       WIDT
 DK5087  HISTORY     - 20061024 GOOD             WIDT
 DK5087  HISTORY     - 20110908 GOOD             WIDT
 DK5087
 DK5087                          STATION DESCRIPTION
 DK5087
 DK5087'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5087'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DK5087'HIGHWAY C ABOUT 1 MI (1.6 KM) SOUTHWEST OF THE CITY OF BLACK RIVER
 DK5087'FALLS, GO WEST ON COUNTY HIGHWAY C FOR 0.75 MI (1.2 KM) TO COUNTY
 DK5087'HIGHWAY P ON THE RIGHT, TURN RIGHT AND GO WEST-NORTHWEST ON COUNTY
 DK5087'HIGHWAY P FOR 0.75 MI (1.2 KM) TO KENYON ROAD ON THE RIGHT, TURN RIGHT
 DK5087'AND GO NORTH ON KENYON ROAD FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF
 DK5087'WEST KENYON VALLEY ROAD ON THE LEFT AND EAST KENYON ROAD ON THE RIGHT,
 DK5087'TURN RIGHT AND GO EAST ON EAST KENYON ROAD FOR 0.1 MI (0.2 KM) TO THE
 DK5087'JUNCTION OF EAST KENYON ROAD ON THE LEFT AND SPAULDING ROAD STRAIGHT
 DK5087'AHEAD, TURN LEFT AND GO NORTH ON EAST KENYON ROAD FOR 0.5 MI (0.8 KM)
 DK5087'TO SHANKEY ROAD ON THE LEFT, CONTINUE EAST THEN NORTH ON EAST KENYON
 DK5087'ROAD FOR 0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 DK5087'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DK5087'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DK5087'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DK5087'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.8 M (19.0 FT) EAST OF
 DK5087'THE CENTERLINE OF EAST KENYON ROAD, 25.2 M (82.7 FT) NORTH OF A YELLOW
 DK5087'MARKER POST FOR THE NORTHERN NATURAL GAS COMPANY --GAS LINE 18692 AT
 DK5087'MILE POST 111.88--, 108 M (354.3 FT) SOUTH OF A PRIVATE ENTRANCE
 DK5087'--N6588--, 1.0 M (3.3 FT) NORTH AND SOUTH OF AN ORANGE 4X4 PLASTIC
 DK5087'WITNESS POST, AND 0.5 M (1.6 FT) WEST OF A BARBED WIRE FENCE.
 DK5087'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5087'THAN 15 DEGREES ABOVE THE HORIZON.
 DK5087
 DK5087                          STATION RECOVERY (2011)
 DK5087
 DK5087'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0830 ***********************************************************************
 OM0830  DESIGNATION -  ADDISON
 OM0830  PID         -  OM0830
 OM0830  STATE/COUNTY-  WI/WASHINGTON
 OM0830  COUNTRY     -  US
 OM0830  USGS QUAD   -  NENNO (2018)
 OM0830
 OM0830                         *CURRENT SURVEY CONTROL
 OM0830  ______________________________________________________________________
 OM0830* NAD 83(1991) POSITION- 43 25 41.28396(N) 088 22 34.54455(W)   ADJUSTED
 OM0830* NAVD 88 ORTHO HEIGHT -   333.77  (+/-2cm)     1095.0   (feet) VERTCON3
 OM0830  ______________________________________________________________________
 OM0830  GEOID HEIGHT    -        -34.920 (meters)                     GEOID18
 OM0830  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 OM0830  HORZ ORDER      -  THIRD
 OM0830  VERT ORDER      -  THIRD ? (See Below)
 OM0830
 OM0830.The horizontal coordinates were established by classical geodetic methods
 OM0830.and adjusted by the National Geodetic Survey in November 1991.
 OM0830
 OM0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0830
 OM0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0830.GEOID18 height accuracy estimate available here.
 OM0830
 OM0830.The vertical order pertains to the NGVD 29 superseded value.
 OM0830
 OM0830.Click photographs - Photos may exist for this station.
 OM0830
 OM0830.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0830
 OM0830. The following values were computed from the NAD 83(1991) position.
 OM0830
 OM0830;                    North         East     Units Scale Factor Converg.
 OM0830;SPC WI S     -   159,932.046   731,460.997   MT  0.99993266   +1 06 56.4
 OM0830;SPC WI S     -   524,710.39  2,399,801.62   sFT  0.99993266   +1 06 56.4
 OM0830;UTM  16      - 4,809,279.989   388,604.509   MT  0.99975264   -0 56 46.3
 OM0830
 OM0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0830!SPC WI S     -   0.99995314  x   0.99993266  =   0.99988580
 OM0830!UTM  16      -   0.99995314  x   0.99975264  =   0.99970579
 OM0830
 OM0830:                Primary Azimuth Mark                     Grid Az
 OM0830:SPC WI S     -  ADDISON RM 4                             178 20 36.4
 OM0830:UTM  16      -  ADDISON RM 4                             180 24 19.1
 OM0830
 OM0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8860409279(NAD 83)
 OM0830
 OM0830|---------------------------------------------------------------------|
 OM0830| PID    Reference Object                     Distance      Geod. Az  |
 OM0830|                                                           dddmmss.s |
 OM0830| OM0815 ST ANTHONY CATHOLIC CH SPIRE        APPROX. 3.3 KM 0595640.6 |
 OM0830| CI8871 ADDISON RM 3                         27.847 METERS 10256     |
 OM0830| CI8870 ADDISON RM 2                         14.435 METERS 13504     |
 OM0830| OM0816 ST LAWRENCE CATHOLIC CH SPIRE       APPROX. 7.4 KM 1512415.3 |
 OM0830| CI8868 ADDISON AZ MK                                      1635826.7 |
 OM0830| CI8872 ADDISON RM 4                                       1792732.8 |
 OM0830| CJ7903 VICTORY PP 1                         91.440 METERS 33351     |
 OM0830| CI8869 ADDISON RM 1                         12.832 METERS 34310     |
 OM0830|---------------------------------------------------------------------|
 OM0830
 OM0830                          SUPERSEDED SURVEY CONTROL
 OM0830
 OM0830  NAD 83(1986)-  43 25 41.27504(N)    088 22 34.55086(W) AD(       ) 3
 OM0830  NAD 27      -  43 25 41.28400(N)    088 22 34.19900(W) AD(       ) 3
 OM0830  NGVD 29             333.80   (m)         1095.1    (f) LEVELING    3  
 OM0830
 OM0830.Superseded values are not recommended for survey control.
 OM0830
 OM0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0830.See file dsdata.pdf to determine how the superseded data were derived.
 OM0830
 OM0830_MARKER: DS = TRIANGULATION STATION DISK
 OM0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0830_STAMPING: ADDISON 1953
 OM0830_MARK LOGO: CGS
 OM0830_PROJECTION: FLUSH
 OM0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0830+STABILITY: SURFACE MOTION
 OM0830
 OM0830  HISTORY     - Date     Condition        Report By
 OM0830  HISTORY     - 1953     MONUMENTED       CGS
 OM0830  HISTORY     - 1970     GOOD             WIDT
 OM0830  HISTORY     - 1972     GOOD             NGS
 OM0830  HISTORY     - 1973     GOOD             WIDT
 OM0830  HISTORY     - 1974     GOOD             WIDT
 OM0830  HISTORY     - 1975     GOOD             NGS
 OM0830  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 OM0830
 OM0830                          STATION DESCRIPTION
 OM0830
 OM0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0830'STATION IS LOCATED ABOUT 2.5 MILES WEST OF ALLENTON AND
 OM0830'0.5 MILE NORTH OF ADDISON, IN A TRIANGLE FORMED BY THE JUNCTION
 OM0830'OF U.S. HIGHWAY 41 AND A PAVED ROAD, AND IS ON HIGHWAY
 OM0830'RIGHT-OF-WAY.  IT IS 300 FEET SOUTH OF THE INTERSECTION OF U.S.
 OM0830'HIGHWAY 41 AND A PAVED ROAD, 49 FEET EAST OF THE CENTER
 OM0830'OF U.S. HIGHWAY 41, 48 FEET NORTH OF THE CENTER OF A GRAVEL
 OM0830'CROSSOVER, 39 FEET WEST OF THE CENTER OF A PAVED ROAD
 OM0830'AND 5 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS
 OM0830'FLUSH AND THE DISK IS STAMPED ADDISON 1953.
 OM0830'
 OM0830'REFERENCE MARK NO. 1 IS 49 FEET EAST OF THE CENTER OF HIGHWAY
 OM0830'41, 30 FEET WEST OF THE CENTER OF A PAVED ROAD AND 9 FEET
 OM0830'EAST OF A 2 INCH BIRCH TREE.  THE MARK IS FLUSH AND THE
 OM0830'DISK IS STAMPED ADDISON NO 1 1953.
 OM0830'
 OM0830'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE CENTER OF A
 OM0830'PAVED ROAD, 14 FEET NORTH OF THE CENTER OF THE GRAVEL CROSSOVER
 OM0830'AND 4.5 FEET NORTHWEST OF A TELEPHONE POLE.  THE MARK IS
 OM0830'FLUSH AND THE DISK IS STAMPED ADDISON NO 2 1953.
 OM0830'
 OM0830'AZIMUTH MARK IS 26 FEET WEST OF THE CENTER OF A PAVED ROAD,
 OM0830'2 FEET WEST OF A TELEPHONE POLE AND 2 FEET NORTHWEST OF
 OM0830'A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 OM0830'DISK IS STAMPED ADDISON 1953.
 OM0830'
 OM0830'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41
 OM0830'AND STATE HIGHWAY 33 AT THE SOUTH EDGE OF ADDISON, GO NORTH
 OM0830'ON HIGHWAY 41 FOR 0.55 MILE TO THE JUNCTION OF HIGHWAY 41
 OM0830'AND A PAVED ROAD AND THE STATION AS DESCRIBED.
 OM0830'
 OM0830'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 OM0830'PAVED ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 OM0830'
 OM0830'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0830
 OM0830                          STATION RECOVERY (1970)
 OM0830
 OM0830'RECOVERY NOTE BY WI DEPT OF TRANSP 1970 (RG)
 OM0830'ADDISON 1953-RECOVERED AS DESCRIBED
 OM0830'
 OM0830'ADDISON AZ. 1953-NOT RECOVERED
 OM0830
 OM0830                          STATION RECOVERY (1972)
 OM0830
 OM0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OM0830'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE
 OM0830'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND
 OM0830'AND ASSUMED TO HAVE BEEN DESTROYED BY ROAD CHANGES.  THE
 OM0830'AZIMUTH MARK IS OBSTRUCTED TO THE STATION BY FRUIT TREES.
 OM0830'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  THE
 OM0830'DIRECTION TO THE SPIRE CHECKED.  REFERENCE MARKS 3 AND 4
 OM0830'WERE SET.  THE 1953 AZIMUTH MARK WAS LEFT INTACT.  A NEW
 OM0830'DESCRIPTION FOLLOWS--
 OM0830'
 OM0830'THE STATION IS LOCATED ABOUT 0.3 MILE NORTH OF THE SMALL
 OM0830'SETTLEMENT OF ADDISON, ON ROAD RIGHT-OF-WAY, 76 FEET WEST
 OM0830'OF THE CENTERLINE OF A DRIVEWAY NORTH, 30 FEET NORTH OF
 OM0830'THE CENTERLINE OF WATERCREST RD., 49 FEET EAST OF THE CENTERLINE
 OM0830'OF STATE HIGHWAY 175, 7 FEET SOUTHEAST OF A 10 INCH ELM
 OM0830'TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 OM0830'IS FLUSH AND THE DISK IS STAMPED ADDISON 1953.  (NOTE 1A 7A)
 OM0830'
 OM0830'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM0830'175 AND 33 AT THE WEST EDGE OF ADDISON, GO NORTH ON HIGHWAY
 OM0830'175 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 OM0830'
 OM0830'REFERENCE MARK 1 IS 49 FEET EAST OF THE CENTERLINE OF THE
 OM0830'HIGHWAY, 37 FEET NORTH OF THE ELM TREE AND 71 FEET NORTH
 OM0830'OF THE CENTERLINE OF WATERCREST RD.  THE MONUMENT IS 5 INCHES
 OM0830'UNDERGROUND AND THE DISK IS STAMPED ADDISON NO 1 1953.
 OM0830'
 OM0830'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ADDISON 1953
 OM0830'NO 3 1972, SET IN A DRILL HOLE IN THE TOP AND CENTER OF
 OM0830'A CONCRETE HEADWALL, 16 FEET EAST OF THE CENTERLINE OF THE
 OM0830'DRIVEWAY, 16 FEET NORTH OF THE CENTERLINE OF WATERCREST
 OM0830'RD. AND 140 FEET EAST OF THE CENTERLINE OF HIGHWAY 175.
 OM0830'
 OM0830'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ADDISON 1953
 OM0830'NO 4 1972, SET IN A DRILL HOLE IN THE TOP OF THE SECOND
 OM0830'CONCRETE RAIL SUPPORT FROM THE NORTH ON THE WEST SIDE OF
 OM0830'THE OVERPASS OF HIGHWAY 175 OF HIGHWAY 33, 0.3 MILE SOUTH
 OM0830'OF THE STATION, 15 FEET SOUTH OF THE NORTHWEST END OF THE
 OM0830'BRIDGE, 21 FEET WEST OF THE CENTERLINE OF HIGHWAY 175 AND
 OM0830'73 FEET NORTH OF THE CENTERLINE OF HIGHWAY 33.
 OM0830'
 OM0830'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF PAVED
 OM0830'ROAD, 91 FEET SOUTH OF A POWER POLE AND 30 FEET SOUTHEAST
 OM0830'OF A 10 INCH APPLE TREE.  THE MONUMENT PROJECTS 2 INCHES
 OM0830'AND THE DISK IS STAMPED ADDISON 1953
 OM0830'
 OM0830'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0830'
 OM0830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 OM0830'2-1/2 MILES WEST OF ALLENTON
 OM0830
 OM0830                          STATION RECOVERY (1973)
 OM0830
 OM0830'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (RG)
 OM0830'ADDISON 1953-GOOD
 OM0830'
 OM0830'A STEEL WITNESS POST WITH SURVEY MARKER SIGN WAS SET 3 FEET
 OM0830'NORTH OF ADDISON 1953
 OM0830'
 OM0830'NOTE--ALL REFERENCES IN THE DESCRIPTION TO U.S. HIGHWAY
 OM0830'41 SHOULD BE CHANGE TO S.T.H. 175
 OM0830
 OM0830                          STATION RECOVERY (1974)
 OM0830
 OM0830'RECOVERY NOTE BY WI DEPT OF TRANSP 1974 (RH)
 OM0830'ADDISON 1953-GOOD, FLUSH WITH GROUND
 OM0830'
 OM0830'ADDISON NO 1 1953-GOOD, SIX INCHES BELOW SURFACE
 OM0830'
 OM0830'ADDISON 1953 NO. 3 1972-GOOD, TOP OF WINGWALL
 OM0830'
 OM0830'COULD NOT LOCATE REF. MARK NO. 2 REF. MARK NO. 3 IS 91.36
 OM0830'FT E. OF MONUMENT IT IS A BRASS PLUG SET IN THE WINGWALL
 OM0830'OF A BOX CULVERT.  DESCRIPTION ADEQUATE
 OM0830
 OM0830                          STATION RECOVERY (1975)
 OM0830
 OM0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OM0830'THE STATION MARK, REFERENCE MARKS 1, 3 AND 4 (AZIMUTH MARK) WERE
 OM0830'FOUND AS DESCRIBED AND ALL IN GOOD CONDITION.  THE DISTANCE AND
 OM0830'DIRECTION TO REFERENCE MARKS 1 AND 3 CHECKED.  THE DIRECTION
 OM0830'CHECKED THE AZIMUTH MARK (REFERENCE MARK 4) ALSO.  THE DESCRIPTION
 OM0830'IS ADEQUATE WITH THE EXCEPTION.  THE STATION MARK HAS AN
 OM0830'ADDITIONAL STAMPING 1095 ON IT.  A WITNESS POST WAS SET AT
 OM0830'REFERENCE MARK NO.  1.  THE TO REACH IS ALSO ADEQUATE.
 OM0830'
 OM0830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES WEST OF
 OM0830'ALLENTON.
 OM0830
 OM0830                          STATION RECOVERY (2003)
 OM0830
 OM0830'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0830'THE STATION WAS NOT RECOVERED.  THERE IS A 2 FOOT DEEP HOLE IN THE
 OM0830'DESCRIBED LOCATION OF THE STATION.  REFERENCE MARK 1 WAS RECOVERED AS
 OM0830'DESCRIBED.  FOR REFERENCE MARK 3, ADD-- 18 FEET WEST OF SIGN POST
 OM0830'--WATERCRESS RD/HWY 175-- AND 3.3 FEET EAST OF A WOOD MAILBOX POST.
 OM0830'REFERENCE MARK 4 IS ABOUT 0.3 MILE SOUTH OF THE STATION ALONG HIGHWAY
 OM0830'175 ON THE BRIDGE OVER HIGHWAY 33.  THE AZIMUTH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6215 ***********************************************************************
 AI6215  DESIGNATION -  ADDISON E GPS
 AI6215  PID         -  AI6215
 AI6215  STATE/COUNTY-  WI/WASHINGTON
 AI6215  COUNTRY     -  US
 AI6215  USGS QUAD   -  ALLENTON (2018)
 AI6215
 AI6215                         *CURRENT SURVEY CONTROL
 AI6215  ______________________________________________________________________
 AI6215* NAD 83(2011) POSITION- 43 25 39.55246(N) 088 16 55.74860(W)   ADJUSTED
 AI6215* NAD 83(2011) ELLIP HT-   322.824 (meters)        (06/27/12)   ADJUSTED
 AI6215* NAD 83(2011) EPOCH   -  2010.00
 AI6215* NAVD 88 ORTHO HEIGHT -   357.744 (meters)     1173.70  (feet) ADJUSTED
 AI6215  ______________________________________________________________________
 AI6215  GEOID HEIGHT    -        -34.914 (meters)                     GEOID18
 AI6215  NAD 83(2011) X  -    139,085.775 (meters)                     COMP
 AI6215  NAD 83(2011) Y  - -4,637,570.777 (meters)                     COMP
 AI6215  NAD 83(2011) Z  -  4,362,349.760 (meters)                     COMP
 AI6215  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 AI6215  DYNAMIC HEIGHT  -        357.660 (meters)     1173.42  (feet) COMP
 AI6215  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 AI6215
 AI6215  VERT ORDER      -  SECOND    CLASS I
 AI6215
 AI6215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6215  Standards:
 AI6215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6215  -------------------------------------------------------------------
 AI6215  NETWORK    0.41   0.49           0.19   0.14   0.25      0.08118077
 AI6215  -------------------------------------------------------------------
 AI6215  Click here for local accuracies and other accuracy information.
 AI6215
 AI6215.The horizontal coordinates were established by GPS observations
 AI6215.and adjusted by the National Geodetic Survey in June 2012.
 AI6215
 AI6215.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6215.been affixed to the stable North American tectonic plate. See 
 AI6215.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6215
 AI6215.The horizontal coordinates are valid at the epoch date displayed above
 AI6215.which is a decimal equivalence of Year/Month/Day.
 AI6215
 AI6215.The orthometric height was determined by differential leveling and
 AI6215.adjusted by the WI DEPT OF TRANSP
 AI6215.in May 2012.
 AI6215
 AI6215.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6215.GEOID18 height accuracy estimate available here.
 AI6215
 AI6215.Click photographs - Photos may exist for this station.
 AI6215
 AI6215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6215
 AI6215.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6215
 AI6215.The ellipsoidal height was determined by GPS observations
 AI6215.and is referenced to NAD 83.
 AI6215
 AI6215.The dynamic height is computed by dividing the NAVD 88
 AI6215.geopotential number by the normal gravity value computed on the
 AI6215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6215.degrees latitude (g = 980.6199 gals.).
 AI6215
 AI6215.The modeled gravity was interpolated from observed gravity values.
 AI6215
 AI6215. The following values were computed from the NAD 83(2011) position.
 AI6215
 AI6215;                    North         East     Units Scale Factor Converg.
 AI6215;SPC WI S     -   160,031.289   739,080.380   MT  0.99993265   +1 10 49.2
 AI6215;SPC WI S     -   525,035.99  2,424,799.55   sFT  0.99993265   +1 10 49.2
 AI6215;UTM  16      - 4,809,105.069   396,221.080   MT  0.99973248   -0 52 53.3
 AI6215
 AI6215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6215!SPC WI S     -   0.99994938  x   0.99993265  =   0.99988203
 AI6215!UTM  16      -   0.99994938  x   0.99973248  =   0.99968187
 AI6215
 AI6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9622109105(NAD 83)
 AI6215
 AI6215                          SUPERSEDED SURVEY CONTROL
 AI6215
 AI6215  NAD 83(2007)-  43 25 39.55244(N)    088 16 55.74944(W) AD(2002.00) 0
 AI6215  ELLIP H (02/10/07)  322.860  (m)                       GP(2002.00)    
 AI6215  ELLIP H (11/17/00)  322.871  (m)                       GP(       ) 3 2
 AI6215  NAD 83(1997)-  43 25 39.55246(N)    088 16 55.74968(W) AD(       ) 1
 AI6215  ELLIP H (07/06/00)  322.871  (m)                       GP(       ) 2 1
 AI6215  NAVD 88             357.72   (m)         1173.6    (f) LEVELING    3  
 AI6215  NAVD 88 (04/20/07)  357.717  (m)         1173.61   (f) SUPERSEDED  2 1
 AI6215  NAVD 88 (10/20/00)  357.688  (m)         1173.51   (f) SUPERSEDED  2 1
 AI6215  NAVD 88 (07/06/00)  357.69   (m)  GEOID99  model used  GPS OBS        
 AI6215
 AI6215.Superseded values are not recommended for survey control.
 AI6215
 AI6215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6215.See file dsdata.pdf to determine how the superseded data were derived.
 AI6215
 AI6215_MARKER: DD = SURVEY DISK
 AI6215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6215_STAMPING: ADDISON E GPS 1999
 AI6215_MARK LOGO: WIDT
 AI6215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6215+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2009
 AI6215
 AI6215  HISTORY     - Date     Condition        Report By
 AI6215  HISTORY     - 1999     MONUMENTED       WIDT
 AI6215  HISTORY     - 20031121 GOOD             USPSQD
 AI6215  HISTORY     - 20060522 GOOD             WIDT
 AI6215  HISTORY     - 20090322 GOOD             INDIV
 AI6215
 AI6215                          STATION DESCRIPTION
 AI6215
 AI6215'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6215'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHEAST OF HARTFORD,
 AI6215'AND 8.0 KM (4.95 MI) WEST OF WEST BEND.  OWNERSHIP--WISCONSIN
 AI6215'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6215'OF STATE HIGHWAY 33 (WASHINGTON STREET) WITH US HIGHWAY 45 IN THE CITY
 AI6215'OF WEST BEND, GO WEST ON STATE HIGHWAY 33 (WASHINGTON STREET) FOR 4.59
 AI6215'KM (2.85 MI) TO TOWN LINE ROAD ON THE RIGHT, CONTINUE WEST ON STATE
 AI6215'HIGHWAY 33 FOR 22 M (72.2 FT) TO THE STATION ON THE RIGHT. THE STATION
 AI6215'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 AI6215'CONTROL STATION DISK STAMPED --ADDISON E GPS 1999-- AND SET IN THE TOP
 AI6215'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6215'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 19.0 M (62.3
 AI6215'FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 33, 24.2 M (79.4 FT)
 AI6215'EAST-NORTHEAST OF A WOOD POST FOR --ADOPT-A-HIGHWAY-- SIGN, 22.2 M
 AI6215'(72.8 FT) WEST OF THE CENTERLINE OF TOWN LINE ROAD, 15.0 M (49.2 FT)
 AI6215'NORTHWEST OF A WOOD POST FOR --STOP-- SIGN, 6.1 M (20.0 FT)
 AI6215'WEST-SOUTHWEST OF A TELEPHONE PEDESTAL.
 AI6215
 AI6215                          STATION RECOVERY (2003)
 AI6215
 AI6215'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6215'RECOVERED IN GOOD CONDITION.
 AI6215
 AI6215                          STATION RECOVERY (2006)
 AI6215
 AI6215'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6215'RECOVERED IN GOOD CONDITION.
 AI6215
 AI6215                          STATION RECOVERY (2009)
 AI6215
 AI6215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 AI6215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6217 ***********************************************************************
 AI6217  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6217  DESIGNATION -  ADDISON S GPS
 AI6217  PID         -  AI6217
 AI6217  STATE/COUNTY-  WI/WASHINGTON
 AI6217  COUNTRY     -  US
 AI6217  USGS QUAD   -  ALLENTON (2018)
 AI6217
 AI6217                         *CURRENT SURVEY CONTROL
 AI6217  ______________________________________________________________________
 AI6217* NAD 83(2011) POSITION- 43 23 06.55215(N) 088 21 39.10451(W)   ADJUSTED
 AI6217* NAD 83(2011) ELLIP HT-   295.307 (meters)        (06/27/12)   ADJUSTED
 AI6217* NAD 83(2011) EPOCH   -  2010.00
 AI6217* NAVD 88 ORTHO HEIGHT -   330.17  (meters)     1083.2   (feet) GPS OBS
 AI6217  ______________________________________________________________________
 AI6217  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AI6217  GEOID HEIGHT    -        -34.857 (meters)                     GEOID12A
 AI6217  GEOID HEIGHT    -        -34.855 (meters)                     GEOID18
 AI6217  NAD 83(2011) X  -    132,807.035 (meters)                     COMP
 AI6217  NAD 83(2011) Y  - -4,640,980.981 (meters)                     COMP
 AI6217  NAD 83(2011) Z  -  4,358,900.316 (meters)                     COMP
 AI6217  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 AI6217
 AI6217  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6217  Standards:
 AI6217         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6217            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6217  -------------------------------------------------------------------
 AI6217  NETWORK    0.31   0.39           0.14   0.11   0.20      0.04288760
 AI6217  -------------------------------------------------------------------
 AI6217  Click here for local accuracies and other accuracy information.
 AI6217
 AI6217.The horizontal coordinates were established by GPS observations
 AI6217.and adjusted by the National Geodetic Survey in June 2012.
 AI6217
 AI6217.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6217.been affixed to the stable North American tectonic plate. See 
 AI6217.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6217
 AI6217.The horizontal coordinates are valid at the epoch date displayed above
 AI6217.which is a decimal equivalence of Year/Month/Day.
 AI6217
 AI6217.The orthometric height was determined by GPS observations and a
 AI6217.high-resolution geoid model using precise GPS observation and
 AI6217.processing techniques.
 AI6217
 AI6217.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6217.GEOID18 height accuracy estimate available here.
 AI6217
 AI6217.Click photographs - Photos may exist for this station.
 AI6217
 AI6217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6217
 AI6217.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6217
 AI6217.The ellipsoidal height was determined by GPS observations
 AI6217.and is referenced to NAD 83.
 AI6217
 AI6217. The following values were computed from the NAD 83(2011) position.
 AI6217
 AI6217;                    North         East     Units Scale Factor Converg.
 AI6217;SPC WI S     -   155,182.460   732,801.507   MT  0.99993259   +1 07 34.5
 AI6217;SPC WI S     -   509,127.79  2,404,199.61   sFT  0.99993259   +1 07 34.5
 AI6217;UTM  16      - 4,804,486.127   389,773.085   MT  0.99974946   -0 56 05.5
 AI6217
 AI6217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6217!SPC WI S     -   0.99995369  x   0.99993259  =   0.99988629
 AI6217!UTM  16      -   0.99995369  x   0.99974946  =   0.99970316
 AI6217
 AI6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8977304486(NAD 83)
 AI6217
 AI6217                          SUPERSEDED SURVEY CONTROL
 AI6217
 AI6217  NAD 83(2007)-  43 23 06.55210(N)    088 21 39.10538(W) AD(2002.00) 0
 AI6217  ELLIP H (02/10/07)  295.342  (m)                       GP(2002.00)    
 AI6217  ELLIP H (11/17/00)  295.352  (m)                       GP(       ) 3 2
 AI6217  NAD 83(1997)-  43 23 06.55210(N)    088 21 39.10560(W) AD(       ) 1
 AI6217  ELLIP H (07/06/00)  295.352  (m)                       GP(       ) 2 1
 AI6217  NAVD 88 (07/26/07)  330.14   (m)  GEOID03  model used  GPS OBS        
 AI6217  NAVD 88 (07/06/00)  330.11   (m)  GEOID99  model used  GPS OBS        
 AI6217
 AI6217.Superseded values are not recommended for survey control.
 AI6217
 AI6217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6217.See file dsdata.pdf to determine how the superseded data were derived.
 AI6217
 AI6217_MARKER: DD = SURVEY DISK
 AI6217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6217_STAMPING: ADDISON S GPS 1999
 AI6217_MARK LOGO: WIDT
 AI6217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6217+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 AI6217
 AI6217  HISTORY     - Date     Condition        Report By
 AI6217  HISTORY     - 1999     MONUMENTED       WIDT
 AI6217  HISTORY     - 20031121 GOOD             USPSQD
 AI6217  HISTORY     - 20080618 GOOD             WIDT
 AI6217
 AI6217                          STATION DESCRIPTION
 AI6217
 AI6217'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6217'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) WEST-SOUTHWEST OF WEST
 AI6217'BEND AND 4.8 KM (3.00 MI) SOUTH-SOUTHWEST OF ALLENTON. OWNERSHIP--TOWN
 AI6217'OF ADDISON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AI6217'175 WITH STATE HIGHWAY 83 ABOUT 7.2 KM (4.45 MI) NORTH OF THE CITY OF
 AI6217'HARTFORD, GO SOUTH ON STATE HIGHWAY 83 FOR 0.2 KM (0.10 MI) TO COUNTY
 AI6217'HIGHWAY S, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY S FOR 0.8 KM (0.50
 AI6217'MI) TO FORK ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON FORK ROAD
 AI6217'FOR 73 M (239.5 FT) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI6217'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6217'STATION DISK STAMPED --ADDISON S GPS 1999-- AND SET IN THE TOP OF A
 AI6217'41-CM (16-INCH) CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 AI6217'WITH THE ROADWAY PAVEMENT.  THE STATION IS 5.2 MI (8.4 KM) WEST OF THE
 AI6217'CENTERLINE OF FORK ROAD, 73 M (239.5 FT) NORTH OF THE CENTERLINE OF
 AI6217'COUNTY HIGHWAY S, 1 M (3.3 FT) EAST OF A CULTIVATED FIELD AND 0.8 M
 AI6217'(2.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 AI6217'HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6217'HORIZON.
 AI6217
 AI6217                          STATION RECOVERY (2003)
 AI6217
 AI6217'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6217'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 4.5 M (14.8
 AI6217'FEET) WEST OF THE CENTERLINE OF FORK ROAD.  NOTE-- THERE IS NO WITNESS
 AI6217'POST PRESENT.
 AI6217
 AI6217                          STATION RECOVERY (2008)
 AI6217
 AI6217'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 AI6217'RECOVERED IN GOOD CONDITION.  INSTALLED TWO ORANGE PLASTIC GUARD
 AI6217'POSTS.  THE STATION IS 1.0 M NORTH AND 1.0 M SOUTH OF TWO 4X4 ORANGE
 AI6217'PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6214 ***********************************************************************
 AI6214  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6214  DESIGNATION -  ADDISON W GPS
 AI6214  PID         -  AI6214
 AI6214  STATE/COUNTY-  WI/WASHINGTON
 AI6214  COUNTRY     -  US
 AI6214  USGS QUAD   -  NENNO (2018)
 AI6214
 AI6214                         *CURRENT SURVEY CONTROL
 AI6214  ______________________________________________________________________
 AI6214* NAD 83(2011) POSITION- 43 26 06.60176(N) 088 22 36.91290(W)   ADJUSTED
 AI6214* NAD 83(2011) ELLIP HT-   293.144 (meters)        (06/27/12)   ADJUSTED
 AI6214* NAD 83(2011) EPOCH   -  2010.00
 AI6214* NAVD 88 ORTHO HEIGHT -   328.08  (meters)     1076.4   (feet) GPS OBS
 AI6214  ______________________________________________________________________
 AI6214  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AI6214  GEOID HEIGHT    -        -34.933 (meters)                     GEOID12A
 AI6214  GEOID HEIGHT    -        -34.932 (meters)                     GEOID18
 AI6214  NAD 83(2011) X  -    131,398.127 (meters)                     COMP
 AI6214  NAD 83(2011) Y  - -4,637,199.241 (meters)                     COMP
 AI6214  NAD 83(2011) Z  -  4,362,935.600 (meters)                     COMP
 AI6214  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 AI6214
 AI6214  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6214  Standards:
 AI6214         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6214            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6214  -------------------------------------------------------------------
 AI6214  NETWORK    0.44   0.51           0.20   0.15   0.26     -0.06020341
 AI6214  -------------------------------------------------------------------
 AI6214  Click here for local accuracies and other accuracy information.
 AI6214
 AI6214.The horizontal coordinates were established by GPS observations
 AI6214.and adjusted by the National Geodetic Survey in June 2012.
 AI6214
 AI6214.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6214.been affixed to the stable North American tectonic plate. See 
 AI6214.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6214
 AI6214.The horizontal coordinates are valid at the epoch date displayed above
 AI6214.which is a decimal equivalence of Year/Month/Day.
 AI6214
 AI6214.The orthometric height was determined by GPS observations and a
 AI6214.high-resolution geoid model using precise GPS observation and
 AI6214.processing techniques.
 AI6214
 AI6214.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6214.GEOID18 height accuracy estimate available here.
 AI6214
 AI6214.Click photographs - Photos may exist for this station.
 AI6214
 AI6214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6214
 AI6214.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6214
 AI6214.The ellipsoidal height was determined by GPS observations
 AI6214.and is referenced to NAD 83.
 AI6214
 AI6214. The following values were computed from the NAD 83(2011) position.
 AI6214
 AI6214;                    North         East     Units Scale Factor Converg.
 AI6214;SPC WI S     -   160,712.152   731,392.535   MT  0.99993272   +1 06 54.8
 AI6214;SPC WI S     -   527,269.79  2,399,577.01   sFT  0.99993272   +1 06 54.8
 AI6214;UTM  16      - 4,810,061.913   388,564.166   MT  0.99975275   -0 56 48.4
 AI6214
 AI6214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6214!SPC WI S     -   0.99995403  x   0.99993272  =   0.99988676
 AI6214!UTM  16      -   0.99995403  x   0.99975275  =   0.99970679
 AI6214
 AI6214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8856410061(NAD 83)
 AI6214
 AI6214                          SUPERSEDED SURVEY CONTROL
 AI6214
 AI6214  NAD 83(2007)-  43 26 06.60172(N)    088 22 36.91377(W) AD(2002.00) 0
 AI6214  ELLIP H (02/10/07)  293.179  (m)                       GP(2002.00)    
 AI6214  ELLIP H (11/17/00)  293.190  (m)                       GP(       ) 3 2
 AI6214  NAD 83(1997)-  43 26 06.60173(N)    088 22 36.91398(W) AD(       ) 1
 AI6214  ELLIP H (07/06/00)  293.190  (m)                       GP(       ) 2 1
 AI6214  NAVD 88 (07/26/07)  328.05   (m)  GEOID03  model used  GPS OBS        
 AI6214  NAVD 88 (07/06/00)  328.02   (m)  GEOID99  model used  GPS OBS        
 AI6214
 AI6214.Superseded values are not recommended for survey control.
 AI6214
 AI6214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6214.See file dsdata.pdf to determine how the superseded data were derived.
 AI6214
 AI6214_MARKER: DD = SURVEY DISK
 AI6214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6214_STAMPING: ADDISON W GPS 1999
 AI6214_MARK LOGO: WIDT
 AI6214_PROJECTION: FLUSH
 AI6214_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6214+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2016
 AI6214
 AI6214  HISTORY     - Date     Condition        Report By
 AI6214  HISTORY     - 1999     MONUMENTED       WIDT
 AI6214  HISTORY     - 20020715 GOOD             WIDT
 AI6214  HISTORY     - 20031121 GOOD             USPSQD
 AI6214  HISTORY     - 20060523 GOOD             WIDT
 AI6214  HISTORY     - 20161006 GOOD             WIDT
 AI6214
 AI6214                          STATION DESCRIPTION
 AI6214
 AI6214'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6214'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) WEST OF WEST BEND, AND
 AI6214'3.2 KM (2.00 MI) NORTHWEST OF ALLENTON.  OWNERSHIP--TOWN OF ADDISON.
 AI6214'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 175 WITH STATE
 AI6214'HIGHWAY 33 IN COMMUNITY ADDISON, GO NORTH ON STATE HIGHWAY 175 FOR 1.6
 AI6214'KM (1.00 MI) TO OHIO ROAD, TURN RIGHT AND GO EAST ON OHIO ROAD FOR
 AI6214'0.40 KM (0.25 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI6214'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6214'STATION DISK STAMPED --ADDISON W GPS 1999-- AND SET IN THE TOP A 41 CM
 AI6214'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M
 AI6214'(1.6 FT) ABOVE THE ROAD PAVEMENT.  THE STATION IS 8.4 M (27.6 FT)
 AI6214'SOUTH OF THE CENTERLINE OF OHIO ROAD, 143 M (469.2 FT) EAST OF THE
 AI6214'CENTERLINE OF PRIVATE ENTRANCE --6859--, 64 M (210.0 FT) WEST OF THE
 AI6214'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --6820--, 23.8 M (78.1 FT)
 AI6214'SOUTH-SOUTHEAST OF POWER POLE --67-26632 30-7--, AND 1.0 M (3.3 FT)
 AI6214'NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI6214'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 AI6214
 AI6214                          STATION RECOVERY (2002)
 AI6214
 AI6214'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 AI6214'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, ORANGE
 AI6214'COLORED PLASTIC GUARD POSTS.
 AI6214
 AI6214                          STATION RECOVERY (2003)
 AI6214
 AI6214'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6214'RECOVERED IN GOOD CONDITION.
 AI6214
 AI6214                          STATION RECOVERY (2006)
 AI6214
 AI6214'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6214'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 52.5 M SOUTHEAST OF
 AI6214'AN --INTERSECTING ROAD AHEAD-- SIGN POST, 1.0 M NORTH OF A WHITE
 AI6214'PLASTIC WITNESS POST, AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M
 AI6214'NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AI6214
 AI6214                          STATION RECOVERY (2016)
 AI6214
 AI6214'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6214'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0055 ***********************************************************************
 PN0055  DESIGNATION -  ADOLPH
 PN0055  PID         -  PN0055
 PN0055  STATE/COUNTY-  WI/BROWN
 PN0055  COUNTRY     -  US
 PN0055  USGS QUAD   -  ONEIDA NORTH (2018)
 PN0055
 PN0055                         *CURRENT SURVEY CONTROL
 PN0055  ______________________________________________________________________
 PN0055* NAD 83(1991) POSITION- 44 30 43.85320(N) 088 10 45.63411(W)   ADJUSTED
 PN0055* NAVD 88 ORTHO HEIGHT -   218.505 (meters)      716.88  (feet) ADJUSTED
 PN0055  ______________________________________________________________________
 PN0055  GEOID HEIGHT    -        -36.237 (meters)                     GEOID18
 PN0055  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 PN0055  DYNAMIC HEIGHT  -        218.477 (meters)      716.79  (feet) COMP
 PN0055  MODELED GRAVITY -    980,483.7   (mgal)                       NAVD 88
 PN0055
 PN0055  HORZ ORDER      -  FIRST
 PN0055  VERT ORDER      -  FIRST     CLASS II
 PN0055
 PN0055.The horizontal coordinates were established by classical geodetic methods
 PN0055.and adjusted by the National Geodetic Survey in November 1991.
 PN0055
 PN0055.The orthometric height was determined by differential leveling and
 PN0055.adjusted by the NATIONAL GEODETIC SURVEY
 PN0055.in June 1991.
 PN0055
 PN0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0055.GEOID18 height accuracy estimate available here.
 PN0055
 PN0055.Click photographs - Photos may exist for this station.
 PN0055
 PN0055.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0055
 PN0055.The dynamic height is computed by dividing the NAVD 88
 PN0055.geopotential number by the normal gravity value computed on the
 PN0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0055.degrees latitude (g = 980.6199 gals.).
 PN0055
 PN0055.The modeled gravity was interpolated from observed gravity values.
 PN0055
 PN0055. The following values were computed from the NAD 83(1991) position.
 PN0055
 PN0055;                    North         East     Units Scale Factor Converg.
 PN0055;SPC WI C     -    77,054.977   744,748.110   MT  0.99996077   +1 17 04.6
 PN0055;SPC WI C     -   252,804.54  2,443,394.42   sFT  0.99996077   +1 17 04.6
 PN0055;UTM  16      - 4,929,438.628   406,264.300   MT  0.99970805   -0 49 36.7
 PN0055
 PN0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0055!SPC WI C     -   0.99997142  x   0.99996077  =   0.99993219
 PN0055!UTM  16      -   0.99997142  x   0.99970805  =   0.99967948
 PN0055
 PN0055:                Primary Azimuth Mark                     Grid Az
 PN0055:SPC WI C     -  ANGELINE                                 049 40 42.0
 PN0055:UTM  16      -  ANGELINE                                 051 47 23.3
 PN0055
 PN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0626429438(NAD 83)
 PN0055
 PN0055|---------------------------------------------------------------------|
 PN0055| PID    Reference Object                     Distance      Geod. Az  |
 PN0055|                                                           dddmmss.s |
 PN0055| PN0056 ANGELINE                            APPROX. 0.6 KM 0505746.6 |
 PN0055|---------------------------------------------------------------------|
 PN0055
 PN0055                          SUPERSEDED SURVEY CONTROL
 PN0055
 PN0055  NAD 83(1986)-  44 30 43.84341(N)    088 10 45.62071(W) AD(       ) 1
 PN0055  NAD 27      -  44 30 43.87500(N)    088 10 45.24600(W) AD(       ) 1
 PN0055  NGVD 29 (??/??/92)  218.538  (m)          716.99   (f) ADJ UNCH    1 2
 PN0055  NGVD 29             218.54   (m)          717.0    (f) LEVELING    3  
 PN0055
 PN0055.Superseded values are not recommended for survey control.
 PN0055
 PN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0055.See file dsdata.pdf to determine how the superseded data were derived.
 PN0055
 PN0055_MARKER: DE = TRAVERSE STATION DISK
 PN0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0055_STAMPING: ADOLPH 1926
 PN0055_MARK LOGO: CGS
 PN0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0055+STABILITY: SURFACE MOTION
 PN0055
 PN0055  HISTORY     - Date     Condition        Report By
 PN0055  HISTORY     - 1926     MONUMENTED       CGS
 PN0055  HISTORY     - 1930     GOOD             CGS
 PN0055  HISTORY     - 1930     GOOD             CGS
 PN0055  HISTORY     - 1934     GOOD             CGS
 PN0055  HISTORY     - 1976     MARK NOT FOUND   ALSTER
 PN0055  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0055  HISTORY     - 19940425 MARK NOT FOUND   WI-009
 PN0055  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 PN0055  HISTORY     - 20050810 MARK NOT FOUND   WIDT
 PN0055
 PN0055                          STATION DESCRIPTION
 PN0055
 PN0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0055'STATION IS LOCATED ABOUT 1 MILE NE OF THE TOWN OF ONEIDA, ALONG
 PN0055'THE GREEN BAY AND WESTERN RAILWAY.  IT IS AT THE FIRST CURVE IN
 PN0055'THE RAILROAD TRACK AFTER PASSING THROUGH ONEIDA, AT THE
 PN0055'INTERSECTION OF THE PROLONGATION OF THE S RAIL FROM THE E, AND THE
 PN0055'N RAIL FROM THE W.  IT IS 7.968 METERS (26.14 FEET) N OF THE N
 PN0055'RAIL, AND 6.35 METERS (20.8 FEET) S OF THE N PROPERTY LINE FENCE
 PN0055'OF THE RAILROAD.
 PN0055'
 PN0055'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0055'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0055
 PN0055                          STATION RECOVERY (1930)
 PN0055
 PN0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0055'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN0055'IS ADEQUATE.
 PN0055
 PN0055                          STATION RECOVERY (1930)
 PN0055
 PN0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0055'1 MI NE FROM ONEIDA.
 PN0055'ON THE GREEN BAY AND WESTERN RAILROAD, 1.00 MILE NORTHEAST OF THE
 PN0055'DEPOT AT ONEIDA, AT THE FIRST CURVE IN THE RAILROAD TRACK AFTER
 PN0055'PASSING THRU ONEIDA, AT THE INTERSECTION OF THE PROLONGATION OF
 PN0055'THE SOUTH RAIL FROM THE EAST AND THE NORTH RAIL FROM THE WEST,
 PN0055'7.968 METERS (26.14 FEET) NORTH OF THE NORTH RAIL AND 6.35 METERS
 PN0055'(20.8 FEET) SOUTH OF THE NORTH PROPERTY LINE FENCE OF THE
 PN0055'RAILROAD, STANDARD BRONZE TRAVERSE STATION DISC SET IN CONCRETE
 PN0055'MONUMENT.
 PN0055
 PN0055                          STATION RECOVERY (1934)
 PN0055
 PN0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0055'RECOVERED IN GOOD CONDITION.
 PN0055
 PN0055                          STATION RECOVERY (1976)
 PN0055
 PN0055'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JWM)
 PN0055'SEARCHED FOR BUT NOT FOUND.
 PN0055
 PN0055                          STATION RECOVERY (1985)
 PN0055
 PN0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0055'MARK NOT FOUND.
 PN0055
 PN0055                          STATION RECOVERY (1994)
 PN0055
 PN0055'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0055'MARK NOT FOUND.
 PN0055
 PN0055                          STATION RECOVERY (2003)
 PN0055
 PN0055'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0055'MARK NOT FOUND.
 PN0055
 PN0055                          STATION RECOVERY (2005)
 PN0055
 PN0055'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0055'NOT FOUND.  THE PORTION OF THE GREEN BAY AND WESTERN RAILROAD
 PN0055'PREVIOUSLY DESCRIBED HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9947 ***********************************************************************
 AF9947  DESIGNATION -  AF9947
 AF9947  PID         -  AF9947
 AF9947  STATE/COUNTY-  WI/BAYFIELD
 AF9947  COUNTRY     -  US
 AF9947  USGS QUAD   -  MAWIKWE BAY (2018)
 AF9947
 AF9947                         *CURRENT SURVEY CONTROL
 AF9947  ______________________________________________________________________
 AF9947* NAD 83(2011) POSITION- 46 53 00.48647(N) 091 01 25.05043(W)   ADJUSTED
 AF9947* NAD 83(2011) ELLIP HT-   201.947 (meters)        (06/27/12)   ADJUSTED
 AF9947* NAD 83(2011) EPOCH   -  2010.00
 AF9947* NAVD 88 ORTHO HEIGHT -   233.2   (meters)      765.    (feet) GPS OBS
 AF9947  ______________________________________________________________________
 AF9947  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9947  GEOID HEIGHT    -        -31.175 (meters)                     GEOID96
 AF9947  GEOID HEIGHT    -        -31.253 (meters)                     GEOID18
 AF9947  NAD 83(2011) X  -    -78,020.253 (meters)                     COMP
 AF9947  NAD 83(2011) Y  - -4,366,594.310 (meters)                     COMP
 AF9947  NAD 83(2011) Z  -  4,633,067.438 (meters)                     COMP
 AF9947  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 AF9947
 AF9947  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9947  Standards:
 AF9947         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9947            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9947  -------------------------------------------------------------------
 AF9947  NETWORK    0.76   2.47           0.35   0.25   1.26      0.05288002
 AF9947  -------------------------------------------------------------------
 AF9947  Click here for local accuracies and other accuracy information.
 AF9947
 AF9947.The horizontal coordinates were established by GPS observations
 AF9947.and adjusted by the National Geodetic Survey in June 2012.
 AF9947
 AF9947.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9947.been affixed to the stable North American tectonic plate. See 
 AF9947.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9947
 AF9947.The horizontal coordinates are valid at the epoch date displayed above
 AF9947.which is a decimal equivalence of Year/Month/Day.
 AF9947
 AF9947.The orthometric height was determined by GPS observations and a
 AF9947.high-resolution geoid model.
 AF9947
 AF9947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9947.GEOID18 height accuracy estimate available here.
 AF9947
 AF9947.Click photographs - Photos may exist for this station.
 AF9947
 AF9947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9947
 AF9947.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9947
 AF9947.The ellipsoidal height was determined by GPS observations
 AF9947.and is referenced to NAD 83.
 AF9947
 AF9947. The following values were computed from the NAD 83(2011) position.
 AF9947
 AF9947;                    North         East     Units Scale Factor Converg.
 AF9947;SPC WI N     -   191,325.645   521,978.392   MT  1.00002346   -0 44 18.3
 AF9947;SPC WI N     -   627,707.55  1,712,524.11   sFT  1.00002346   -0 44 18.3
 AF9947;UTM  15      - 5,194,110.647   650,579.491   MT  0.99987869   +1 26 34.6
 AF9947
 AF9947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9947!SPC WI N     -   0.99996835  x   1.00002346  =   0.99999180
 AF9947!UTM  15      -   0.99996835  x   0.99987869  =   0.99984704
 AF9947
 AF9947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5057994110(NAD 83)
 AF9947
 AF9947                          SUPERSEDED SURVEY CONTROL
 AF9947
 AF9947  NAD 83(2007)-  46 53 00.48656(N)    091 01 25.05121(W) AD(2002.00) 0
 AF9947  ELLIP H (02/10/07)  201.976  (m)                       GP(2002.00)    
 AF9947  NAD 83(1997)-  46 53 00.48688(N)    091 01 25.05191(W) AD(       ) 1
 AF9947  ELLIP H (12/26/02)  202.023  (m)                       GP(       ) 3 2
 AF9947  NAD 83(1991)-  46 53 00.48681(N)    091 01 25.05027(W) AD(       ) 1
 AF9947  ELLIP H (04/30/98)  202.015  (m)                       GP(       ) 3 2
 AF9947
 AF9947.Superseded values are not recommended for survey control.
 AF9947
 AF9947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9947.See file dsdata.pdf to determine how the superseded data were derived.
 AF9947
 AF9947_MARKER: DD = SURVEY DISK
 AF9947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9947_MARK LOGO: WI-007
 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 - September 01, 2008
 AF9947
 AF9947  HISTORY     - Date     Condition        Report By
 AF9947  HISTORY     - 1996     MONUMENTED       WI-007
 AF9947  HISTORY     - 20080901 GOOD             GEOCAC
 AF9947
 AF9947                          STATION DESCRIPTION
 AF9947
 AF9947'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
 AF9947'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996  THE STATION IS
 AF9947'LOCATED ABOUT 8.5 KM (5.30 MI) EAST OF THE UNINCORPORATED VILLAGE OF
 AF9947'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.
 AF9947'
 AF9947'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY C AND
 AF9947'STATE HIGHWAY 13 IN CORNUCOPIA, GO EAST ON STATE HIGHWAY 13 ABOUT 8.5
 AF9947'KM (5.30 MI).
 AF9947'
 AF9947'THE STATION IS 365.76 M (1200.00 FT) WEST OF INTERSECTION OF STATE
 AF9947'HIGHWAY 13 AND HAPPY HOLLOW ROAD, AND 15.24 M (50.00 FT) NORTH OF THE
 AF9947'CENTERLINE OF STATE HIGHWAY 13.
 AF9947'
 AF9947'THE STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP SET INTO THE TOP OF A
 AF9947'ROUND CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH
 AF9947'WITH THE GROUND, 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).
 AF9947
 AF9947                          STATION RECOVERY (2008)
 AF9947
 AF9947'RECOVERY NOTE BY GEOCACHING 2008 (CPB)
 AF9947'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0668 ***********************************************************************
 RM0668  DESIGNATION -  AGENDA
 RM0668  PID         -  RM0668
 RM0668  STATE/COUNTY-  WI/ASHLAND
 RM0668  COUNTRY     -  US
 RM0668  USGS QUAD   -  HAY CREEK FLOWAGE (2018)
 RM0668
 RM0668                         *CURRENT SURVEY CONTROL
 RM0668  ______________________________________________________________________
 RM0668* NAD 83(1991) POSITION- 46 02 16.87074(N) 090 21 41.28008(W)   ADJUSTED
 RM0668* NAVD 88 ORTHO HEIGHT -   482.32  (+/-2cm)     1582.4   (feet) VERTCON3
 RM0668  ______________________________________________________________________
 RM0668  GEOID HEIGHT    -        -30.533 (meters)                     GEOID18
 RM0668  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 RM0668  HORZ ORDER      -  THIRD
 RM0668  VERT ORDER      -  THIRD ? (See Below)
 RM0668
 RM0668.The horizontal coordinates were established by classical geodetic methods
 RM0668.and adjusted by the National Geodetic Survey in November 1991.
 RM0668
 RM0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0668
 RM0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0668.GEOID18 height accuracy estimate available here.
 RM0668
 RM0668.The vertical order pertains to the NGVD 29 superseded value.
 RM0668
 RM0668.Click photographs - Photos may exist for this station.
 RM0668
 RM0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0668
 RM0668. The following values were computed from the NAD 83(1991) position.
 RM0668
 RM0668;                    North         East     Units Scale Factor Converg.
 RM0668;SPC WI N     -    96,909.242   572,020.336   MT  0.99994790   -0 15 38.7
 RM0668;SPC WI N     -   317,943.07  1,876,703.39   sFT  0.99994790   -0 15 38.7
 RM0668;UTM  15      - 5,101,656.725   704,165.235   MT  1.00011245   +1 53 59.5
 RM0668
 RM0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0668!SPC WI N     -   0.99992918  x   0.99994790  =   0.99987708
 RM0668!UTM  15      -   0.99992918  x   1.00011245  =   1.00004162
 RM0668
 RM0668:                Primary Azimuth Mark                     Grid Az
 RM0668:SPC WI N     -  AGENDA AZ MK                             000 49 19.8
 RM0668:UTM  15      -  AGENDA AZ MK                             358 39 41.6
 RM0668
 RM0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0416501656(NAD 83)
 RM0668
 RM0668|---------------------------------------------------------------------|
 RM0668| PID    Reference Object                     Distance      Geod. Az  |
 RM0668|                                                           dddmmss.s |
 RM0668| CJ1754 AGENDA AZ MK                                       0003341.1 |
 RM0668| CJ1756 AGENDA RM 2                          28.215 METERS 00750     |
 RM0668| CJ1755 AGENDA RM 1                          25.625 METERS 08922     |
 RM0668|---------------------------------------------------------------------|
 RM0668
 RM0668                          SUPERSEDED SURVEY CONTROL
 RM0668
 RM0668  NAD 83(1986)-  46 02 16.86570(N)    090 21 41.27507(W) AD(       ) 3
 RM0668  NAD 27      -  46 02 17.06600(N)    090 21 40.70100(W) AD(       ) 3
 RM0668  NGVD 29             482.31   (m)         1582.4    (f) LEVELING    3  
 RM0668
 RM0668.Superseded values are not recommended for survey control.
 RM0668
 RM0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0668.See file dsdata.pdf to determine how the superseded data were derived.
 RM0668
 RM0668_MARKER: DS = TRIANGULATION STATION DISK
 RM0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0668_STAMPING: AGENDA 1952
 RM0668_MARK LOGO: CGS
 RM0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0668+STABILITY: SURFACE MOTION
 RM0668
 RM0668  HISTORY     - Date     Condition        Report By
 RM0668  HISTORY     - 1952     MONUMENTED       CGS
 RM0668
 RM0668                          STATION DESCRIPTION
 RM0668
 RM0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0668'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTHEAST OF GLIDDEN,
 RM0668'8 MILES NORTHEAST OF PARK FALLS AND 6-1/2 MILES EAST-NORTHEAST
 RM0668'OF BUTTERNUT.
 RM0668'
 RM0668'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13
 RM0668'AND COUNTY ROAD F IN BUTTERNUT, GO NORTH ON STATE HIGHWAY
 RM0668'13 FOR 0.8 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST FOR
 RM0668'0.5 MILE TO A CROSSROAD AND THE JUNCTION WITH COUNTY HIGHWAY F,
 RM0668'CONTINUE STRAIGHT AHEAD ON PAVED COUNTY HIGHWAY F FOR 2.0 MILES
 RM0668'TO A POINT WHERE COUNTY HIGHWAY F CURVES NORTH, TURN LEFT
 RM0668'AND GO NORTH AND EAST ON COUNTY HIGHWAY F FOR 2.15 MILES TO A
 RM0668'Y, KEEP THE LEFT FORK AND GO NORTH FOR 0.5 MILE TO A T-ROAD,
 RM0668'TURN RIGHT AND GO EAST FOR 1.1 MILES TO A CROSSROAD, TURN
 RM0668'RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.5 MILE TO THE
 RM0668'AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON THE GRAVEL ROAD
 RM0668'FOR 0.5 MILE TO THE STATION ON THE RIGHT, 280 FEET SOUTH
 RM0668'OF A POINT WHERE THE POWER LINE CROSSES THE ROAD.
 RM0668'
 RM0668'THE STATION MARK, STAMPED AGENDA 1952, IS A STANDARD DISK
 RM0668'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 RM0668'42 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 4 FEET
 RM0668'NORTHWEST OF A WITNESS POST.
 RM0668'
 RM0668'REFERENCE MARK NO. 1, STAMPED AGENDA NO 1 1952, IS A STANDARD
 RM0668'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 RM0668'AND IT IS 42 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.
 RM0668'
 RM0668'REFERENCE MARK NO. 2, STAMPED AGENDA NO 2 1952, IS A STANDARD
 RM0668'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 RM0668'IT IS 28 FEET WEST OF THE CENTER OF THE GRAVEL ROAD.
 RM0668'
 RM0668'THE AZIMUTH MARK, STAMPED AGENDA 1952, IS A STANDARD DISK
 RM0668'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 RM0668'IS 23 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 19 FEET
 RM0668'NORTH OF A FENCE CORNER, 2-1/2 FEET NORTHWEST OF A WITNESS
 RM0668'POST AND 2 FEET SOUTHWEST OF A 2-FOOT TREE.
 RM0668'
 RM0668'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9969 ***********************************************************************
 AF9969  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9969  DESIGNATION -  AGENDA
 AF9969  PID         -  AF9969
 AF9969  STATE/COUNTY-  WI/ASHLAND
 AF9969  COUNTRY     -  US
 AF9969  USGS QUAD   -  BUTTERNUT (2018)
 AF9969
 AF9969                         *CURRENT SURVEY CONTROL
 AF9969  ______________________________________________________________________
 AF9969* NAD 83(2011) POSITION- 46 00 34.88443(N) 090 27 35.34166(W)   ADJUSTED
 AF9969* NAD 83(2011) ELLIP HT-   455.958 (meters)        (06/27/12)   ADJUSTED
 AF9969* NAD 83(2011) EPOCH   -  2010.00
 AF9969* NAVD 88 ORTHO HEIGHT -   486.46  (meters)     1596.0   (feet) GPS OBS
 AF9969  ______________________________________________________________________
 AF9969  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AF9969  GEOID HEIGHT    -        -30.442 (meters)                     GEOID12A
 AF9969  GEOID HEIGHT    -        -30.483 (meters)                     GEOID18
 AF9969  NAD 83(2011) X  -    -35,614.892 (meters)                     COMP
 AF9969  NAD 83(2011) Y  - -4,437,719.031 (meters)                     COMP
 AF9969  NAD 83(2011) Z  -  4,566,323.714 (meters)                     COMP
 AF9969  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 AF9969
 AF9969  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9969  Standards:
 AF9969         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9969            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9969  -------------------------------------------------------------------
 AF9969  NETWORK    0.47   1.10           0.21   0.17   0.56     -0.04185578
 AF9969  -------------------------------------------------------------------
 AF9969  Click here for local accuracies and other accuracy information.
 AF9969
 AF9969.The horizontal coordinates were established by GPS observations
 AF9969.and adjusted by the National Geodetic Survey in June 2012.
 AF9969
 AF9969.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9969.been affixed to the stable North American tectonic plate. See 
 AF9969.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9969
 AF9969.The horizontal coordinates are valid at the epoch date displayed above
 AF9969.which is a decimal equivalence of Year/Month/Day.
 AF9969
 AF9969.The orthometric height was determined by GPS observations and a
 AF9969.high-resolution geoid model using precise GPS observation and
 AF9969.processing techniques.
 AF9969
 AF9969.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9969.GEOID18 height accuracy estimate available here.
 AF9969
 AF9969.Click photographs - Photos may exist for this station.
 AF9969
 AF9969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9969
 AF9969.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9969
 AF9969.The ellipsoidal height was determined by GPS observations
 AF9969.and is referenced to NAD 83.
 AF9969
 AF9969. The following values were computed from the NAD 83(2011) position.
 AF9969
 AF9969;                    North         East     Units Scale Factor Converg.
 AF9969;SPC WI N     -    93,799.939   564,389.277   MT  0.99994914   -0 19 54.1
 AF9969;SPC WI N     -   307,741.97  1,851,667.15   sFT  0.99994914   -0 19 54.1
 AF9969;UTM  15      - 5,098,261.493   696,655.710   MT  1.00007545   +1 49 41.3
 AF9969
 AF9969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9969!SPC WI N     -   0.99992853  x   0.99994914  =   0.99987767
 AF9969!UTM  15      -   0.99992853  x   1.00007545  =   1.00000397
 AF9969
 AF9969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9665598261(NAD 83)
 AF9969
 AF9969                          SUPERSEDED SURVEY CONTROL
 AF9969
 AF9969  ELLIP H (04/06/12)  456.006  (m)                       GP(       ) 1 1
 AF9969  NAD 83(2007)-  46 00 34.88453(N)    090 27 35.34235(W) AD(2002.00) 0
 AF9969  ELLIP H (02/10/07)  455.987  (m)                       GP(2002.00)    
 AF9969  NAD 83(1997)-  46 00 34.88466(N)    090 27 35.34286(W) AD(       ) 1
 AF9969  ELLIP H (12/26/02)  456.004  (m)                       GP(       ) 3 2
 AF9969  NAD 83(1991)-  46 00 34.88432(N)    090 27 35.34168(W) AD(       ) 1
 AF9969  ELLIP H (04/30/98)  456.014  (m)                       GP(       ) 3 2
 AF9969  NAVD 88 (04/30/98)  486.4    (m)  GEOID96  model used  GPS OBS        
 AF9969
 AF9969.Superseded values are not recommended for survey control.
 AF9969
 AF9969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9969.See file dsdata.pdf to determine how the superseded data were derived.
 AF9969
 AF9969_MARKER: DD = SURVEY DISK
 AF9969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9969_STAMPING: AGENDA GPS 1995
 AF9969_MARK LOGO: WI-099
 AF9969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9969+STABILITY: SURFACE MOTION
 AF9969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9969+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2010
 AF9969
 AF9969  HISTORY     - Date     Condition        Report By
 AF9969  HISTORY     - 1995     MONUMENTED       WI-099
 AF9969  HISTORY     - 20030905 GOOD             USPSQD
 AF9969  HISTORY     - 20061103 GOOD             USPSQD
 AF9969  HISTORY     - 20100615 GOOD             WIDT
 AF9969
 AF9969                          STATION DESCRIPTION
 AF9969
 AF9969'DESCRIBED BY PRICE COUNTY WISCONSIN 1995
 AF9969'THE STATION IS LOCATED 3.2 KM (2.00 MI) EAST OF THE VILLAGE OF
 AF9969'BUTTERNUT, ASHLAND COUNTY, WISCONSIN, ON LAND OWNED BY THE TOWN OF
 AF9969'AGENDA IN THE NE 1/4 OF THE NW 1/4 OF SECTION 26 T41N, R1W, IN THE
 AF9969'TOWN OF AGENDA, ASHLAND COUNTY, WISCONISN.  TO REACH THE STATION FROM
 AF9969'THE INTERSECTION OF STATE HIGHWAY 13 AND COUNTY TRUNK HIGHWAY F IN THE
 AF9969'VILLAGE OF BUTTERNUT, ASHLAND COUTNY, WISCONSIN, GO EAST ALONG COUNTY
 AF9969'HIGHWAY F, 5.0 KM (3.10 MI) TO AGENDA ROAD.  THEN GO SOUTH ON AGENDA
 AF9969'ROAD 1.6 KM (1.00 MI) TO CREAMERY ROAD.  THEN GO WEST ON CREAMERY ROAD
 AF9969'1.13 KM (0.70 MI) TO THE STATION.  THE STATION IS 7.62 M (25.00 FT)
 AF9969'SOUTH OF CREAMERY ROAD.  THE STATION IS A 8.89 CM (3.5 IN) BRASS CAP
 AF9969'STAMPED---AGENDA GPS 1995---SET INTO THE TOP OF A ROUND CONCRETE
 AF9969'MONUMENT 38.1 CM (15 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AF9969'STATION IS 0.45 M (1.48 FT) SOUTH OF STEEL FENCE POST AND SIGN.
 AF9969
 AF9969                          STATION RECOVERY (2003)
 AF9969
 AF9969'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AF9969'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUIT 120 FEET
 AF9969'SOUTHWEST OF UTILITY POLE NUMBER --137-23-43/05--, ABOUT 111 FEET WEST
 AF9969'OF A --CAUTION TELEPHONE CABLE UNDERGROUND-- SIGN, AND 5 FEET NORTH OF
 AF9969'A CULTIVATED FIELD.
 AF9969
 AF9969                          STATION RECOVERY (2006)
 AF9969
 AF9969'RECOVERY NOTE BY US POWER SQUADRON 2006
 AF9969'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.38 MILE EAST OF
 AF9969'WILLOW LANE AND 0.12 MILE WEST OF PRIVATE ENTRANCE --82524--.
 AF9969
 AF9969                          STATION RECOVERY (2010)
 AF9969
 AF9969'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9969'-NOTE-MARK IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 AF9969'SURROUNDING THE STATION.  OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6050 ***********************************************************************
 DO6050  DESIGNATION -  AGENDA C GPS
 DO6050  PID         -  DO6050
 DO6050  STATE/COUNTY-  WI/ASHLAND
 DO6050  COUNTRY     -  US
 DO6050  USGS QUAD   -  BUTTERNUT (2018)
 DO6050
 DO6050                         *CURRENT SURVEY CONTROL
 DO6050  ______________________________________________________________________
 DO6050* NAD 83(2011) POSITION- 46 03 09.54325(N) 090 22 43.22285(W)   ADJUSTED
 DO6050* NAD 83(2011) ELLIP HT-   457.296 (meters)        (05/27/14)   ADJUSTED
 DO6050* NAD 83(2011) EPOCH   -  2010.00
 DO6050* NAVD 88 ORTHO HEIGHT -   487.805 (meters)     1600.41  (feet) ADJUSTED
 DO6050  ______________________________________________________________________
 DO6050  GEOID HEIGHT    -        -30.524 (meters)                     GEOID18
 DO6050  NAD 83(2011) X  -    -29,307.310 (meters)                     COMP
 DO6050  NAD 83(2011) Y  - -4,434,329.001 (meters)                     COMP
 DO6050  NAD 83(2011) Z  -  4,569,640.159 (meters)                     COMP
 DO6050  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 DO6050  DYNAMIC HEIGHT  -        487.798 (meters)     1600.38  (feet) COMP
 DO6050  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DO6050
 DO6050  VERT ORDER      -  SECOND    CLASS I
 DO6050
 DO6050  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6050  Standards:
 DO6050         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6050            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6050  -------------------------------------------------------------------
 DO6050  NETWORK    0.42   0.53           0.19   0.15   0.27      0.12930853
 DO6050  -------------------------------------------------------------------
 DO6050  Click here for local accuracies and other accuracy information.
 DO6050
 DO6050.The horizontal coordinates were established by GPS observations
 DO6050.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6050
 DO6050.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6050.been affixed to the stable North American tectonic plate. See 
 DO6050.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6050
 DO6050.The horizontal coordinates are valid at the epoch date displayed above
 DO6050.which is a decimal equivalence of Year/Month/Day.
 DO6050
 DO6050.The orthometric height was determined by differential leveling and
 DO6050.adjusted by the NATIONAL GEODETIC SURVEY
 DO6050.in February 2017.
 DO6050
 DO6050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6050.GEOID18 height accuracy estimate available here.
 DO6050
 DO6050.Click photographs - Photos may exist for this station.
 DO6050
 DO6050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6050
 DO6050.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6050
 DO6050.The ellipsoidal height was determined by GPS observations
 DO6050.and is referenced to NAD 83.
 DO6050
 DO6050.The dynamic height is computed by dividing the NAVD 88
 DO6050.geopotential number by the normal gravity value computed on the
 DO6050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6050.degrees latitude (g = 980.6199 gals.).
 DO6050
 DO6050.The modeled gravity was interpolated from observed gravity values.
 DO6050
 DO6050. The following values were computed from the NAD 83(2011) position.
 DO6050
 DO6050;                    North         East     Units Scale Factor Converg.
 DO6050;SPC WI N     -    98,541.640   570,696.228   MT  0.99994736   -0 16 23.4
 DO6050;SPC WI N     -   323,298.70  1,872,359.21   sFT  0.99994736   -0 16 23.4
 DO6050;UTM  15      - 5,103,238.292   702,780.295   MT  1.00010552   +1 53 16.6
 DO6050
 DO6050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6050!SPC WI N     -   0.99992832  x   0.99994736  =   0.99987568
 DO6050!UTM  15      -   0.99992832  x   1.00010552  =   1.00003383
 DO6050
 DO6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0278003238(NAD 83)
 DO6050
 DO6050                          SUPERSEDED SURVEY CONTROL
 DO6050
 DO6050  NAVD 88 (07/25/13)  487.809  (m)         1600.42   (f) SUPERSEDED  2 1
 DO6050
 DO6050.Superseded values are not recommended for survey control.
 DO6050
 DO6050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6050.See file dsdata.pdf to determine how the superseded data were derived.
 DO6050
 DO6050_MARKER: DD = SURVEY DISK
 DO6050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6050_STAMPING: AGENDA C GPS 2011
 DO6050_MARK LOGO: WIDT
 DO6050_PROJECTION: PROJECTING 6 CENTIMETERS
 DO6050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6050+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2012
 DO6050
 DO6050  HISTORY     - Date     Condition        Report By
 DO6050  HISTORY     - 2011     MONUMENTED       WIDT
 DO6050  HISTORY     - 20121114 GOOD             WIDT
 DO6050
 DO6050                          STATION DESCRIPTION
 DO6050
 DO6050'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6050'THE STATION IS LOCATED 11.2 MI (18.0 KM) SOUTHEAST OF GLIDDEN, 8.7 MI
 DO6050'(14.0 KM) NORTHEAST OF PARK FALLS, AND 6.0 MI (9.7 KM) EAST-NORTHEAST
 DO6050'OF BUTTERNUT.
 DO6050'
 DO6050'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6050'HIGHWAY F ABOUT 6 MI (9.7 KM) NORTH OF THE CITY OF PARK FALLS AND IN
 DO6050'THE VILLAGE OF BUTTERNUT, GO EAST ON COUNTY HIGHWAY F FOR 7.85 MI
 DO6050'(12.6 KM) TO APPLE LANE, CONTINUE EAST ON COUNTY HIGHWAY F FOR 0.2 MI
 DO6050'(0.3 KM) TO THE STATION ON THE RIGHT.
 DO6050'
 DO6050'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6050'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6050'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.5 M
 DO6050'(1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 8.8 M (28.9
 DO6050'FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY F, 91.1 M (298.9 FT)
 DO6050'EAST OF THE CENTER OF A PRIVATE DRIVEWAY TO A SMALL ABANDONED 1 STORY
 DO6050'HOUSE, 20.1 M (65.9 FT) SOUTH OF A POWER POLE, AND 1.0 M (3.3 FT) EAST
 DO6050'AND WEST OF TWO ORANGE 4X4 GUARD POSTS.
 DO6050'
 DO6050'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6050'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0396 ***********************************************************************
 PM0396  DESIGNATION -  AHNAPEE
 PM0396  PID         -  PM0396
 PM0396  STATE/COUNTY-  WI/KEWAUNEE
 PM0396  COUNTRY     -  US
 PM0396  USGS QUAD   -  FORESTVILLE (2018)
 PM0396
 PM0396                         *CURRENT SURVEY CONTROL
 PM0396  ______________________________________________________________________
 PM0396* NAD 83(1991) POSITION- 44 40 18.60071(N) 087 22 46.82903(W)   ADJUSTED
 PM0396* NAVD 88 ORTHO HEIGHT -   197.    (meters)      646.    (feet) SCALED
 PM0396  ______________________________________________________________________
 PM0396  GEOID HEIGHT    -        -36.601 (meters)                     GEOID18
 PM0396  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 PM0396  HORZ ORDER      -  THIRD
 PM0396
 PM0396.The horizontal coordinates were established by classical geodetic methods
 PM0396.and adjusted by the National Geodetic Survey in November 1991.
 PM0396
 PM0396.The orthometric height was scaled from a topographic map.
 PM0396
 PM0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0396.GEOID18 height accuracy estimate available here.
 PM0396
 PM0396.Click photographs - Photos may exist for this station.
 PM0396
 PM0396.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0396
 PM0396. The following values were computed from the NAD 83(1991) position.
 PM0396
 PM0396;                    North         East     Units Scale Factor Converg.
 PM0396;SPC WI C     -    96,524.443   807,733.246   MT  0.99994703   +1 50 55.8
 PM0396;SPC WI C     -   316,680.61  2,650,038.16   sFT  0.99994703   +1 50 55.8
 PM0396;UTM  16      - 4,946,566.419   469,905.498   MT  0.99961114   -0 16 00.9
 PM0396
 PM0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0396!SPC WI C     -   0.99997485  x   0.99994703  =   0.99992188
 PM0396!UTM  16      -   0.99997485  x   0.99961114  =   0.99958600
 PM0396
 PM0396:                Primary Azimuth Mark                     Grid Az
 PM0396:SPC WI C     -  AHNAPEE AZ MK                            251 53 53.9
 PM0396:UTM  16      -  AHNAPEE AZ MK                            254 00 50.6
 PM0396
 PM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6990546566(NAD 83)
 PM0396
 PM0396|---------------------------------------------------------------------|
 PM0396| PID    Reference Object                     Distance      Geod. Az  |
 PM0396|                                                           dddmmss.s |
 PM0396| CJ4171 AHNAPEE RM 1                         25.985 METERS 08504     |
 PM0396| CJ4170 AHNAPEE AZ MK                                      2534449.7 |
 PM0396| CJ4172 AHNAPEE RM 2                         22.933 METERS 26411     |
 PM0396| PM0397 MAPLEWOOD ST MARYS CATH CH          APPROX.11.2 KM 3191046.9 |
 PM0396|---------------------------------------------------------------------|
 PM0396
 PM0396                          SUPERSEDED SURVEY CONTROL
 PM0396
 PM0396  NAD 83(1986)-  44 40 18.59486(N)    087 22 46.81597(W) AD(       ) 3
 PM0396  NAD 27      -  44 40 18.58600(N)    087 22 46.49600(W) AD(       ) 3
 PM0396
 PM0396.Superseded values are not recommended for survey control.
 PM0396
 PM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0396.See file dsdata.pdf to determine how the superseded data were derived.
 PM0396
 PM0396_MARKER: DS = TRIANGULATION STATION DISK
 PM0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0396_STAMPING: AHNAPEE 1953
 PM0396_MARK LOGO: CGS
 PM0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0396+STABILITY: SURFACE MOTION
 PM0396
 PM0396  HISTORY     - Date     Condition        Report By
 PM0396  HISTORY     - 1953     MONUMENTED       CGS
 PM0396  HISTORY     - 19960927 MARK NOT FOUND   USPSQD
 PM0396  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0396
 PM0396                          STATION DESCRIPTION
 PM0396
 PM0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0396'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ALGOMA AND IS ON ROAD
 PM0396'RIGHT-OF-WAY.  IT IS 152 FEET WEST OF THE WEST EDGE OF A CLUSTER OF
 PM0396'SMALL BIRCH TREES, 109 FEET EAST OF A 12 INCH TWIN ASH TREE WITH A
 PM0396'TRIANGLE BLAZE ON THE NORTH SIDE, 52 FEET SOUTH OF THE CENTER OF A
 PM0396'GRAVEL ROAD, 5 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 PM0396'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 PM0396'STAMPED AHNAPEE 1953.
 PM0396'
 PM0396'REFERENCE MARK NO. 1 IS 67 FEET WEST OF THE WEST EDGE OF A CLUSTER OF
 PM0396'SMALL BIRCH TREES, 43 FEET SOUTH OF THE SOUTH EDGE OF A ROAD CUT AND
 PM0396'1 FOOT SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE
 PM0396'DISK IS STAMPED AHNAPEE NO 1 1953.
 PM0396'
 PM0396'REFERENCE MARK NO. 2 IS 34 FEET EAST OF THE 12 INCH TWIN ASH TREE
 PM0396'WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 34 FEET SOUTH OF THE CENTER
 PM0396'OF THE GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 PM0396'PROJECTS 2 INCHES AND THE DISK IS STAMPED AHNAPEE NO 2 1953.
 PM0396'
 PM0396'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 PM0396'NORTH OF A WHITE WITNESS POST AND A TELEPHONE POLE AND 1 FOOT EAST
 PM0396'OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PM0396'AHNAPEE 1953.
 PM0396'
 PM0396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (4TH
 PM0396'STREET) AND COUNTY HIGHWAY S (NAVARINO STREET) IN ALGOMA, GO EAST ON
 PM0396'NAVARINO STREET FOR 0.1 MILE TO 2ND. STREET (COUNTY HIGHWAY S),
 PM0396'TURN LEFT AND GO NORTH ON COUNTY HIGHWAY S FOR 4.8 MILES TO A
 PM0396'GRAVEL CROSSROAD, TURN RIGHT AND GO EAST AND THEN NORTH ON
 PM0396'GRAVEL ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 PM0396'DESCRIBED.  CONTINUE NORTH AND THEN EAST ON GRAVEL ROAD FOR 0.2 MILE
 PM0396'TO THE STATION ON THE RIGHT ON THE TOP OF ROAD BANK AS DESCRIBED.
 PM0396'
 PM0396'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PM0396
 PM0396                          STATION RECOVERY (1996)
 PM0396
 PM0396'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0396'MARK NOT FOUND.
 PM0396
 PM0396                          STATION RECOVERY (2003)
 PM0396
 PM0396'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0396'THE STATION, REFERENCE MARK 1, REFEREBCE MARK 2, AND AZIMUTH MARK WERE
 PM0396'NOT FOUND.  THERE ARE NO WITNESS POSTS NOR UTILITY POLES IN THE AREA.
 PM0396'THE GRAVEL ROAD IS KENNEDY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0119 ***********************************************************************
 PM0119  SACS        -  This is a Secondary Airport Control Station.
 PM0119  DESIGNATION -  AIRPORT
 PM0119  PID         -  PM0119
 PM0119  STATE/COUNTY-  WI/MANITOWOC
 PM0119  COUNTRY     -  US
 PM0119  USGS QUAD   -  MANITOWOC (2018)
 PM0119
 PM0119                         *CURRENT SURVEY CONTROL
 PM0119  ______________________________________________________________________
 PM0119* NAD 83(2011) POSITION- 44 07 17.82017(N) 087 41 04.91141(W)   ADJUSTED
 PM0119* NAD 83(2011) ELLIP HT-   162.024 (meters)        (06/27/12)   ADJUSTED
 PM0119* NAD 83(2011) EPOCH   -  2010.00
 PM0119* NAVD 88 ORTHO HEIGHT -   198.193 (meters)      650.24  (feet) ADJUSTED
 PM0119  ______________________________________________________________________
 PM0119  GEOID HEIGHT    -        -36.176 (meters)                     GEOID18
 PM0119  NAD 83(2011) X  -    185,276.111 (meters)                     COMP
 PM0119  NAD 83(2011) Y  - -4,582,451.284 (meters)                     COMP
 PM0119  NAD 83(2011) Z  -  4,417,915.060 (meters)                     COMP
 PM0119  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 PM0119  DYNAMIC HEIGHT  -        198.161 (meters)      650.13  (feet) COMP
 PM0119  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 PM0119
 PM0119  VERT ORDER      -  FIRST     CLASS 0
 PM0119
 PM0119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PM0119  Standards:
 PM0119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PM0119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PM0119  -------------------------------------------------------------------
 PM0119  NETWORK    0.95   1.69           0.44   0.31   0.86      0.17297180
 PM0119  -------------------------------------------------------------------
 PM0119  Click here for local accuracies and other accuracy information.
 PM0119
 PM0119.This mark is at Manitowoc Airport (MTW)
 PM0119
 PM0119.The horizontal coordinates were established by GPS observations
 PM0119.and adjusted by the National Geodetic Survey in June 2012.
 PM0119
 PM0119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PM0119.been affixed to the stable North American tectonic plate. See 
 PM0119.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PM0119
 PM0119.The horizontal coordinates are valid at the epoch date displayed above
 PM0119.which is a decimal equivalence of Year/Month/Day.
 PM0119
 PM0119.The orthometric height was determined by differential leveling and
 PM0119.adjusted by the NATIONAL GEODETIC SURVEY
 PM0119.in June 1991.
 PM0119
 PM0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0119.GEOID18 height accuracy estimate available here.
 PM0119
 PM0119.Click photographs - Photos may exist for this station.
 PM0119
 PM0119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0119
 PM0119.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0119
 PM0119.The ellipsoidal height was determined by GPS observations
 PM0119.and is referenced to NAD 83.
 PM0119
 PM0119.The dynamic height is computed by dividing the NAVD 88
 PM0119.geopotential number by the normal gravity value computed on the
 PM0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0119.degrees latitude (g = 980.6199 gals.).
 PM0119
 PM0119.The modeled gravity was interpolated from observed gravity values.
 PM0119
 PM0119. The following values were computed from the NAD 83(2011) position.
 PM0119
 PM0119;                    North         East     Units Scale Factor Converg.
 PM0119;SPC WI S     -   238,272.973   785,300.188   MT  1.00001163   +1 35 27.1
 PM0119;SPC WI S     -   781,733.91  2,576,439.03   sFT  1.00001163   +1 35 27.1
 PM0119;UTM  16      - 4,885,608.575   445,217.192   MT  0.99963691   -0 28 36.1
 PM0119
 PM0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0119!SPC WI S     -   0.99997459  x   1.00001163  =   0.99998622
 PM0119!UTM  16      -   0.99997459  x   0.99963691  =   0.99961151
 PM0119
 PM0119:                Primary Azimuth Mark                     Grid Az
 PM0119:SPC WI S     -  AIRPORT AZ MK                            145 49 39.9
 PM0119:UTM  16      -  AIRPORT AZ MK                            147 53 43.1
 PM0119
 PM0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4521785608(NAD 83)
 PM0119
 PM0119|---------------------------------------------------------------------|
 PM0119| PID    Reference Object                     Distance      Geod. Az  |
 PM0119|                                                           dddmmss.s |
 PM0119| PM0449 TWO RIVERS E MUNICIPAL TANK         APPROX.11.0 KM 0695224.0 |
 PM0119| PM0450 TWO RIVERS W MUNICIPAL TANK         APPROX. 8.4 KM 0720617.3 |
 PM0119| PM0474 MANITOWOC RADIO STA WWOC MAST       APPROX. 4.5 KM 0850255.3 |
 PM0119| PM0468 MANITOWOC MUNICIPAL TANK            APPROX. 2.3 KM 1121016.5 |
 PM0119| PM0121 AIRPORT AZ MK                                      1472507.0 |
 PM0119| PM0471 MANITOWOC PORTLAND CEM CO STK       APPROX. 2.6 KM 1495255.9 |
 PM0119| PM0455 MANITOWOC MUN AIRPORT BEACON          7.770 METERS 16947     |
 PM0119| PM0118 AIRPORT RM 1                         27.083 METERS 18534     |
 PM0119| PM0120 AIRPORT RM 2                         26.606 METERS 32755     |
 PM0119|---------------------------------------------------------------------|
 PM0119
 PM0119                          SUPERSEDED SURVEY CONTROL
 PM0119
 PM0119  NAD 83(2007)-  44 07 17.82014(N)    087 41 04.91238(W) AD(2002.00) 0
 PM0119  ELLIP H (02/10/07)  162.085  (m)                       GP(2002.00)    
 PM0119  NAD 83(1997)-  44 07 17.82028(N)    087 41 04.91261(W) AD(       ) A
 PM0119  ELLIP H (04/28/99)  162.065  (m)                       GP(       ) 3 1
 PM0119  NAD 83(1991)-  44 07 17.81942(N)    087 41 04.91184(W) AD(       ) 1
 PM0119  ELLIP H (09/30/94)  162.170  (m)                       GP(       ) 4 2
 PM0119  NAD 83(1991)-  44 07 17.82108(N)    087 41 04.92001(W) AD(       ) 3
 PM0119  NAD 83(1986)-  44 07 17.80832(N)    087 41 04.91164(W) AD(       ) 3
 PM0119  NAD 27      -  44 07 17.82800(N)    087 41 04.60800(W) AD(       ) 3
 PM0119  NAVD 88             198.19   (m)          650.2    (f) LEVELING    3  
 PM0119  NGVD 29 (??/??/92)  198.202  (m)          650.27   (f) ADJ UNCH    1 0
 PM0119  NGVD 29             198.20   (m)          650.3    (f) LEVELING    3  
 PM0119
 PM0119.Superseded values are not recommended for survey control.
 PM0119
 PM0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0119.See file dsdata.pdf to determine how the superseded data were derived.
 PM0119
 PM0119_MARKER: DS = TRIANGULATION STATION DISK
 PM0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0119_STAMPING: AIRPORT 1953
 PM0119_MARK LOGO: CGS
 PM0119_PROJECTION: RECESSED 50 CENTIMETERS
 PM0119_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0119+STABILITY: SURFACE MOTION
 PM0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0119+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2018
 PM0119
 PM0119  HISTORY     - Date     Condition        Report By
 PM0119  HISTORY     - 1953     MONUMENTED       CGS
 PM0119  HISTORY     - 1965     GOOD             CGS
 PM0119  HISTORY     - 1968     GOOD             CGS
 PM0119  HISTORY     - 1972     GOOD             NGS
 PM0119  HISTORY     - 1972     GOOD             NGS
 PM0119  HISTORY     - 1983     GOOD             NGS
 PM0119  HISTORY     - 1986     GOOD             USGS
 PM0119  HISTORY     - 19930531 GOOD             NOS
 PM0119  HISTORY     - 19971203 GOOD             NGS
 PM0119  HISTORY     - 20010523 GOOD             WIDT
 PM0119  HISTORY     - 20021119 GOOD             USPSQD
 PM0119  HISTORY     - 20040305 GOOD             USPSQD
 PM0119  HISTORY     - 20050421 GOOD             JCLS
 PM0119  HISTORY     - 20060410 GOOD             WIDT
 PM0119  HISTORY     - 20070515 GOOD             JCLS
 PM0119  HISTORY     - 20080912 GOOD             WIDT
 PM0119  HISTORY     - 20101022 GOOD             WOOLPT
 PM0119  HISTORY     - 20180612 GOOD             WIDT
 PM0119
 PM0119                          STATION DESCRIPTION
 PM0119
 PM0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0119'STATION IS LOCATED AT THE AIRPORT BEACON ALONG THE WEST EDGE OF THE
 PM0119'MUNICIPAL AIRPORT AT THE NORTH SIDE OF MANITOWOC.  IT IS 78 FEET
 PM0119'EAST OF THE EAST RAIL OF A RAILROAD TRACK AND 30 FEET EAST OF A
 PM0119'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PM0119'AIRPORT 1953.
 PM0119'
 PM0119'REFERENCE MARK NO. 1 IS 59 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 PM0119'BEACON, 51 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS AND 1
 PM0119'FOOT NORTH OF A POWER POLE.  THE MARK IS FLUSH AND THE DISK IS
 PM0119'STAMPED AIRPORT NO 1 1953.
 PM0119'
 PM0119'REFERENCE MARK NO. 2 IS 52 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 PM0119'TRACKS AND 10 FEET NORTH OF A POWER POLE.  THE MARK IS FLUSH AND THE
 PM0119'DISK STAMPED AIRPORT NO 2 1953.
 PM0119'
 PM0119'AZIMUTH MARK IS 195 FEET NORTH OF THE CENTER OF THE FRONT DOOR OF A
 PM0119'LARGE HANGAR.  THE MARK IS 2 INCHES UNDERGROUND AND THE DISK IS
 PM0119'STAMPED AIRPORT 1953.
 PM0119'
 PM0119'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ACROSS THE
 PM0119'AIRFIELD FOR 0.25 MILE TO THE HANGAR AND THE MARK AS DESCRIBED.
 PM0119'
 PM0119'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PM0119
 PM0119                          STATION RECOVERY (1965)
 PM0119
 PM0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 PM0119'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 PM0119'CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR REFERENCE TO THE
 PM0119'AZIMUTH MARK.
 PM0119'
 PM0119'THE AZIMUTH MARK IS LOCATED 205.5 FT. NORTH OF THE NORTH FACE OF THE
 PM0119'KAKUK AIR SERVICE HANGAR, 58.5 FT. WEST OF THE LINE OF THE EAST EDGE
 PM0119'OF THE HANGAR, 55.0 FT. NORTH OF THE NORTH EDGE OF THE RAMP.
 PM0119
 PM0119                          STATION RECOVERY (1968)
 PM0119
 PM0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JMW)
 PM0119'THE STATION MARK, RMS AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 PM0119'GOOD CONDITION.
 PM0119'
 PM0119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON THE N SIDE OF
 PM0119'MANITOWOC.
 PM0119
 PM0119                          STATION RECOVERY (1972)
 PM0119
 PM0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 PM0119'THE STATION, RM 1 AND THE AZIMUTH MARK WERE ALL RECOVERED AND IN GOOD
 PM0119'CONDITION.  RM 2 WAS PROBABLY DESTROYED AS A CONCRETE POST WAS FOUND
 PM0119'AT THE DESCRIBED LOCATION.  THE DISK WAS NOT RECOVERED.  THE
 PM0119'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 PM0119'
 PM0119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MANITOWOC.
 PM0119
 PM0119                          STATION RECOVERY (1972)
 PM0119
 PM0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0119'0.9 MI N FROM MANITOWOC.
 PM0119'ABOUT 0.9 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PM0119'FROM THE WALDO BLVD. OVERPASS AT MANITOWOC, AT THE
 PM0119'MANITOWOC-SHEBOYGAN AIRPORT, 350 FEET NORTHWEST OF THE TERMINAL
 PM0119'BUILDING, 77.4 FEET EAST OF THE EAST RAIL OF THE C AND NW RY.,
 PM0119'21 FEET NORTH OF A CROSS BEAM FOR A BEACON LIGHT TOWER, 16 1/2
 PM0119'FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 1 FOOT NORTHWEST
 PM0119'OF A METAL WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK AND
 PM0119'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SEC
 PM0119'13, T 19 N, R 23 E.
 PM0119
 PM0119                          STATION RECOVERY (1983)
 PM0119
 PM0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 PM0119'THE STATION, RM 1 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 PM0119'GOOD CONDITION.  RM 2 WAS REPORTED PROBABLY DESTROYED BY RRG IN
 PM0119'1972.
 PM0119'
 PM0119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON THE N SIDE OF
 PM0119'MANITOWOC.
 PM0119
 PM0119                          STATION RECOVERY (1986)
 PM0119
 PM0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 PM0119'RECOVERED IN GOOD CONDITION.
 PM0119
 PM0119                          STATION RECOVERY (1993)
 PM0119
 PM0119'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 PM0119'THE STATION IS LOCATED ON THE WEST SIDE OF MANITOWOC COUNTY AIRPORT
 PM0119'AND ON COUNTY PROPERTY. THE STATION IS 152.8 FT (46.6 M) SOUTHWEST OF
 PM0119'THE NORTHWEST CORNER OF A MAGNUS AVIATION HANGAR, 82.1 FT (25.0 M)
 PM0119'SOUTH OF A POLE WITH A TRANSFORMER(NO. 9J6157), 77.3 FT (23.6 M) EAST
 PM0119'OF THE EAST RAIL OF A RAILROAD TRACK,14.2 FT WEST OF THE CENTER OF A
 PM0119'PAVED ROAD, AND 1.3 FT (0.4 M) WEST OF A METAL WITNESS POST. THE
 PM0119'STATION IS A STANDARD CGS TRIANGULATION DISK SET IN THE TOP OF A
 PM0119'SQUARE CONCRETE MONUMENT 1.0 FT (0.3 M) BELOW THE GROUND AND IS INSIDE
 PM0119'A 24 IN CORREGATED GALVANIZED CULVERT PIPE WITH A STEEL PLATE WELDED
 PM0119'OVER IT.  AN IRREGULAR SHAPE ACCESS HOLE HAS BEEN CUT INTO THE PLATE.
 PM0119
 PM0119                          STATION RECOVERY (1997)
 PM0119
 PM0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PM0119'THE STATION IS LOCATED NEAR THE NORTHWEST SIDE OF MANITOWOC IN FRONT
 PM0119'OF THE MANITOWOC COUNTY AIRPORT (MTW) .  OWNERSHIP--MANITOWOC COUNTY
 PM0119'AIRPORT, PAUL A.  HANSON MANAGER, MENASHA AVENUE, MANITOWOC WI 54220,
 PM0119'PHONE (414) 683-4594.  TO REACH FROM THE JUNCTION OF INTERSTATE
 PM0119'HIGHWAY 43 AND STATE HIGHWAYS 10 AND 42 (EXIT 152) 1.6 KM (1.00 MI)
 PM0119'WEST OF MANITOWOC, GO EAST ON STATE HIGHWAY 10 FOR 2.42 KM (1.50 MI)
 PM0119'TO RAPIDS ROAD, TURN LEFT, NORTH ON RAPIDS ROAD FOR 2.06 KM (1.30 MI)
 PM0119'TO COUNTY ROAD P, TURN RIGHT, EAST ON COUNTY ROAD P FOR 2.29 KM (1.40
 PM0119'MI) TO FREEDOMS WAY (THE AIRPORT ENTRANCE ROAD) , TURN, LEFT NORTH ON
 PM0119'FREEDOMS WAY FOR 0.51 KM (0.30 MI) TO THE STATION ON THE LEFT.  THE
 PM0119'STATION IS A CGS TRIANULATION STATION DISK IN TOP OF A CONCRETE POST
 PM0119'O.5 M BELOW THE GROUND SURFACE, THERE IS A 2 FT CULVERT PLACED OVER
 PM0119'THE MONUMENT WITH PLATE ON TOP OF IT FLUSH WITH THE GROUND SURFACE
 PM0119'WITH A HOLE CUT IN THE TOP TO ACCESS THE MONUMENT, 33.1 M (108.6 FT)
 PM0119'WEST OF THE SOUTHWEST CORNER OF MAGNUS AVIATION HANGAR, 23.5 M (77.1
 PM0119'FT) EAST OF THE NEAR RAIL OF A RAILROAD TRACK, 16.0 M (52.5 FT) NORTH
 PM0119'OF THE EXTENDED CENTER OF THE NORTH ENTRANCE ROAD TO THE MAGNUS
 PM0119'HANGAR, 4.5 M (14.8 FT) WEST OF THE THE CENTER OF FREEDOMS WAY, 0.5 M
 PM0119'(1.6 FT) SOUTH OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 PM0119'OF THE ROAD.
 PM0119
 PM0119                          STATION RECOVERY (2001)
 PM0119
 PM0119'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0119'RECOVERED AS DESCRIBED.
 PM0119
 PM0119                          STATION RECOVERY (2002)
 PM0119
 PM0119'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0119'RECOVERED IN GOOD CONDITION. IT APPEARS AS THOUGH FILL HAS BEEN ADDED
 PM0119'WEST OF AND TO THE LEVEL OF FREEDOMS WAY.  THE STATION IS ABOUT 108
 PM0119'FT. SOUTH OF THE FENCE BLOCKING THE ROAD, 14 INCHES UNDER GROUND IN A
 PM0119'VERTICAL CULVERT COVERED BY AN UNATTACHED SOLID STEEL PLATE, 4 FEET
 PM0119'WEST OF FREEDOMS WAY, 1.5 FEET SOUTH OF AN ORANGE WITNESS POST.
 PM0119
 PM0119                          STATION RECOVERY (2004)
 PM0119
 PM0119'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0119'RECOVERED IN GOOD CONDITION.
 PM0119
 PM0119                          STATION RECOVERY (2005)
 PM0119
 PM0119'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 PM0119'RECOVERED IN GOOD CONDITION.
 PM0119
 PM0119                          STATION RECOVERY (2006)
 PM0119
 PM0119'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 PM0119'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS 56 CM BELOW GROUND
 PM0119'LEVEL COVERED BY AN IRON MANHOLE COVER.
 PM0119
 PM0119                          STATION RECOVERY (2007)
 PM0119
 PM0119'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007
 PM0119'RECOVERED IN GOOD CONDITION.
 PM0119
 PM0119                          STATION RECOVERY (2008)
 PM0119
 PM0119'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0119'RECOVERED AS DESCRIBED.
 PM0119
 PM0119                          STATION RECOVERY (2010)
 PM0119
 PM0119'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DPM)
 PM0119'MARK IS SUITABLE FOR SURVEY GRADE GPS OBSERVATIONS.
 PM0119
 PM0119                          STATION RECOVERY (2018)
 PM0119
 PM0119'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 PM0119'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0121 ***********************************************************************
 PM0121  DESIGNATION -  AIRPORT AZ MK
 PM0121  PID         -  PM0121
 PM0121  STATE/COUNTY-  WI/MANITOWOC
 PM0121  COUNTRY     -  US
 PM0121  USGS QUAD   -  MANITOWOC (2018)
 PM0121
 PM0121                         *CURRENT SURVEY CONTROL
 PM0121  ______________________________________________________________________
 PM0121* NAD 83(1986) POSITION- 44 07 04.8    (N) 087 40 53.4    (W)   HD_HELD2
 PM0121* NAVD 88 ORTHO HEIGHT -   198.155 (meters)      650.11  (feet) ADJUSTED
 PM0121  ______________________________________________________________________
 PM0121  GEOID HEIGHT    -        -36.178 (meters)                     GEOID18
 PM0121  DYNAMIC HEIGHT  -        198.123 (meters)      650.01  (feet) COMP
 PM0121  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 PM0121
 PM0121  VERT ORDER      -  FIRST     CLASS 0
 PM0121
 PM0121.This mark is at Manitowoc Airport (MTW)
 PM0121
 PM0121.The horizontal coordinates were established by autonomous hand held GPS
 PM0121.observations and have an estimated accuracy of +/- 10 meters.
 PM0121
 PM0121.The orthometric height was determined by differential leveling and
 PM0121.adjusted by the NATIONAL GEODETIC SURVEY
 PM0121.in June 1991.
 PM0121
 PM0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0121.GEOID18 height accuracy estimate available here.
 PM0121
 PM0121.Click photographs - Photos may exist for this station.
 PM0121
 PM0121.The dynamic height is computed by dividing the NAVD 88
 PM0121.geopotential number by the normal gravity value computed on the
 PM0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0121.degrees latitude (g = 980.6199 gals.).
 PM0121
 PM0121.The modeled gravity was interpolated from observed gravity values.
 PM0121
 PM0121;                    North         East    Units  Estimated Accuracy
 PM0121;SPC WI S     -   237,878.      785,567.      MT  (+/- 10 meters HH2 GPS)
 PM0121
 PM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4546985204(NAD 83)
 PM0121
 PM0121                          SUPERSEDED SURVEY CONTROL
 PM0121
 PM0121  NGVD 29 (??/??/92)  198.162  (m)          650.14   (f) ADJ UNCH    1 0
 PM0121
 PM0121.Superseded values are not recommended for survey control.
 PM0121
 PM0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0121.See file dsdata.pdf to determine how the superseded data were derived.
 PM0121
 PM0121_MARKER: DZ = AZIMUTH MARK DISK
 PM0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0121_STAMPING: AIRPORT 1953
 PM0121_MARK LOGO: CGS
 PM0121_PROJECTION: RECESSED 8 CENTIMETERS
 PM0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0121+STABILITY: SURFACE MOTION
 PM0121
 PM0121  HISTORY     - Date     Condition        Report By
 PM0121  HISTORY     - 1953     MONUMENTED       CGS
 PM0121  HISTORY     - 1972     GOOD             NGS
 PM0121  HISTORY     - 1983     GOOD             USGS
 PM0121
 PM0121                          STATION DESCRIPTION
 PM0121
 PM0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0121'0.8 MI N FROM MANITOWOC.
 PM0121'ABOUT 0.7 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PM0121'FROM THE OVERPASS OVER WALDO BOULEVARD AT MANITOWOC, THENCE
 PM0121'ABOUT 0.15 MILE NORTHEAST ALONG MENASHA AVENUE, AT THE
 PM0121'MANITOWOC-SHEBOYGAN AIRPORT, NEAR THE OFFICE LOCATED IN THE
 PM0121'LARGEST ONE OF THE AIRPORT HANGARS, 207 FEET NORTH OF THE METAL
 PM0121'DOOR TRACK FROM THE CENTER AND NORTH ENTRANCE TO HANGAR, 148
 PM0121'FEET EAST OF THE EAST EDGE OF AN ASPHALT TAXIWAY LEADING FROM
 PM0121'THE HANGAR NORTH TO TERMINAL BUILDING, 55 FEET NORTH OF THE SOUTH
 PM0121'EDGE OF AN ASPHALT PARKING AREA FOR AIRPORT, AND SET IN THE TOP
 PM0121'OF A CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE GROUND.
 PM0121'SEC 13, T 19 N, R 23 E.
 PM0121
 PM0121                          STATION RECOVERY (1983)
 PM0121
 PM0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PM0121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1126 ***********************************************************************
 PN1126  DESIGNATION -  AIRPORT BCN ALEXANDER APT
 PN1126  PID         -  PN1126
 PN1126  STATE/COUNTY-  WI/WOOD
 PN1126  COUNTRY     -  US
 PN1126  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (2018)
 PN1126
 PN1126                         *CURRENT SURVEY CONTROL
 PN1126  ______________________________________________________________________
 PN1126* NAD 83(1991) POSITION- 44 21 39.40594(N) 089 49 54.32234(W)   ADJUSTED
 PN1126* NAVD 88 ORTHO HEIGHT -   327.8   (meters)     1075.    (feet) VERTCON3
 PN1126  ______________________________________________________________________
 PN1126  GEOID HEIGHT    -        -35.266 (meters)                     GEOID18
 PN1126  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 PN1126  HORZ ORDER      -  THIRD
 PN1126
 PN1126.This mark is at Alexander Fld South Wood Co Airport (ISW)
 PN1126
 PN1126.The horizontal coordinates were established by classical geodetic methods
 PN1126.and adjusted by the National Geodetic Survey in November 1991.
 PN1126
 PN1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1126
 PN1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1126.GEOID18 height accuracy estimate available here.
 PN1126
 PN1126.Click photographs - Photos may exist for this station.
 PN1126
 PN1126.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1126
 PN1126. The following values were computed from the NAD 83(1991) position.
 PN1126
 PN1126;                    North         East     Units Scale Factor Converg.
 PN1126;SPC WI C     -    58,641.235   613,411.852   MT  0.99998087   +0 07 07.4
 PN1126;SPC WI C     -   192,392.12  2,012,502.05   sFT  0.99998087   +0 07 07.4
 PN1126;UTM  16      - 4,915,864.047   274,345.181   MT  1.00022626   -1 58 50.6
 PN1126
 PN1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1126!SPC WI C     -   0.99995414  x   0.99998087  =   0.99993501
 PN1126!UTM  16      -   0.99995414  x   1.00022626  =   1.00018039
 PN1126
 PN1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7434515864(NAD 83)
 PN1126
 PN1126                          SUPERSEDED SURVEY CONTROL
 PN1126
 PN1126  NAD 83(1986)-  44 21 39.40398(N)    089 49 54.32642(W) AD(       ) 3
 PN1126  NAD 27      -  44 21 39.52999(N)    089 49 53.88506(W) AD(       ) 3
 PN1126  NGVD 29 (07/19/86)  327.8    (m)         1075.     (f) VERT ANG       
 PN1126
 PN1126.Superseded values are not recommended for survey control.
 PN1126
 PN1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1126.See file dsdata.pdf to determine how the superseded data were derived.
 PN1126
 PN1126_MARKER: 21 = AIRPORT BEACON
 PN1126_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1126
 PN1126  HISTORY     - Date     Condition        Report By
 PN1126  HISTORY     - 1980     FIRST OBSERVED   NGS
 PN1126  HISTORY     - 19850916 GOOD             NGS
 PN1126  HISTORY     - 20021207 GOOD             USPSQD
 PN1126  HISTORY     - 20040330 GOOD             USPSQD
 PN1126
 PN1126                          STATION DESCRIPTION
 PN1126
 PN1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1126'THE STATION, IS THE SPINDLE WHICH SUPPORTS THE LIGHT.  IT IS
 PN1126'A STANDARD GREEN AND WHITE ROTATING BEACON MOUNTED ON THE TOP
 PN1126'OF A STEEL TOWER WHICH IS PAINTED RED AND WHITE IN COLOR AND
 PN1126'60 FEET IN HEIGHT.  A TRAVERSE CONNECTION WAS MADE TO STATION
 PN1126'ALEXANDER BASELINE STA O USING ELECTRONIC DISTANCE MEASURING
 PN1126'EQUIPMENT.
 PN1126'
 PN1126'THE STATION IS LOCATED IN WISCONSIN RAPIDS AT THE
 PN1126'AIRPORT KNOWN AS ALEXANDER FIELD, AT THE EAST SIDE OF
 PN1126'THE AIRPORT IN THE HANGAR AREA.
 PN1126'OWNERSHIP--ALEXANDER FIELD, AIRPORT.
 PN1126
 PN1126                          STATION RECOVERY (1985)
 PN1126
 PN1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN1126'THIS STATION IS LOCATED ON THE EAST SIDE OF THE AIRPORT IN THE HANGAR
 PN1126'AREA.  IT IS A STANDARD GREEN AND WHITE ROTATING BEACON MOUNTED ON THE
 PN1126'TOP OF A 60 FT (18.3 M) HIGH STEEL TOWER WHICH IS PAINTED RED AND
 PN1126'WHITE.  THE POINT INTERSECTED WAS THE SPINDLE WHICH SUPPORTS THE
 PN1126'LIGHT.
 PN1126
 PN1126                          STATION RECOVERY (2002)
 PN1126
 PN1126'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN1126'RECOVERED IN GOOD CONDITION.
 PN1126
 PN1126                          STATION RECOVERY (2004)
 PN1126
 PN1126'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN1126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1043 ***********************************************************************
 ON1043  DESIGNATION -  AIRPORT BCN LONE ROCK APT
 ON1043  PID         -  ON1043
 ON1043  STATE/COUNTY-  WI/RICHLAND
 ON1043  COUNTRY     -  US
 ON1043  USGS QUAD   -  LONE ROCK (2018)
 ON1043
 ON1043                         *CURRENT SURVEY CONTROL
 ON1043  ______________________________________________________________________
 ON1043* NAD 83(1991) POSITION- 43 12 47.89929(N) 090 11 31.25711(W)   ADJUSTED
 ON1043  ______________________________________________________________________
 ON1043  GEOID HEIGHT    -        -34.081 (meters)                     GEOID18
 ON1043  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 ON1043  HORZ ORDER      -  THIRD
 ON1043
 ON1043.This mark is at Tri-County Regional Airport (LNR)
 ON1043
 ON1043.The horizontal coordinates were established by classical geodetic methods
 ON1043.and adjusted by the National Geodetic Survey in November 1991.
 ON1043
 ON1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1043.GEOID18 height accuracy estimate available here.
 ON1043
 ON1043.Click photographs - Photos may exist for this station.
 ON1043
 ON1043.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1043
 ON1043. The following values were computed from the NAD 83(1991) position.
 ON1043
 ON1043;                    North         East     Units Scale Factor Converg.
 ON1043;SPC WI S     -   134,804.331   584,398.093   MT  0.99993790   -0 07 55.0
 ON1043;SPC WI S     -   442,270.54  1,917,312.74   sFT  0.99993790   -0 07 55.0
 ON1043;UTM  15      - 4,788,330.976   728,086.681   MT  1.00024001   +1 55 24.6
 ON1043
 ON1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2808688330(NAD 83)
 ON1043
 ON1043                          SUPERSEDED SURVEY CONTROL
 ON1043
 ON1043  NAD 83(1986)-  43 12 47.89171(N)    090 11 31.26029(W) AD(       ) 3
 ON1043  NAD 27      -  43 12 47.92900(N)    090 11 30.81400(W) AD(       ) 3
 ON1043
 ON1043.Superseded values are not recommended for survey control.
 ON1043
 ON1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1043.See file dsdata.pdf to determine how the superseded data were derived.
 ON1043
 ON1043_MARKER: 21 = AIRPORT BEACON
 ON1043
 ON1043  HISTORY     - Date     Condition        Report By
 ON1043  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1043
 ON1043                          STATION DESCRIPTION
 ON1043
 ON1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1043'THE STATION IS THE CENTER OF THE BASE OF THE BEACON TOWER
 ON1043'LOCATED IN THE NORTHWEST SECTION OF LONE ROCK AIRPORT, ABOUT
 ON1043'2 MILES SOUTH OF LONE ROCK.  THE TOWER IS A FOUR LEGGED STEEL
 ON1043'STRUCTURE ABOUT 50 FEET HIGH WITH A REVOLVING RED LIGHT ON
 ON1043'TOP.
 ON1043'
 ON1043'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 ON1043'LONE TO THE CENTER OF THE BASE OF THE TOWER.  THE DISTANCE WAS
 ON1043'107.4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0877 ***********************************************************************
 OM0877  DESIGNATION -  AIRPORT BCN WATERTOWN MUN APT
 OM0877  PID         -  OM0877
 OM0877  STATE/COUNTY-  WI/JEFFERSON
 OM0877  COUNTRY     -  US
 OM0877  USGS QUAD   -  WATERTOWN (2018)
 OM0877
 OM0877                         *CURRENT SURVEY CONTROL
 OM0877  ______________________________________________________________________
 OM0877* NAD 83(1991) POSITION- 43 10 17.17727(N) 088 43 41.89259(W)   ADJUSTED
 OM0877  ______________________________________________________________________
 OM0877  GEOID HEIGHT    -        -34.679 (meters)                     GEOID18
 OM0877  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 OM0877  HORZ ORDER      -  THIRD
 OM0877
 OM0877.This mark is at Watertown Airport (RYV)
 OM0877
 OM0877.The horizontal coordinates were established by classical geodetic methods
 OM0877.and adjusted by the National Geodetic Survey in November 1991.
 OM0877
 OM0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0877.GEOID18 height accuracy estimate available here.
 OM0877
 OM0877.Click photographs - Photos may exist for this station.
 OM0877
 OM0877.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0877
 OM0877. The following values were computed from the NAD 83(1991) position.
 OM0877
 OM0877;                    North         East     Units Scale Factor Converg.
 OM0877;SPC WI S     -   130,923.786   703,396.447   MT  0.99994055   +0 52 25.6
 OM0877;SPC WI S     -   429,539.12  2,307,726.51   sFT  0.99994055   +0 52 25.6
 OM0877;UTM  16      - 4,781,302.848   359,519.720   MT  0.99984277   -1 10 57.6
 OM0877
 OM0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5951981302(NAD 83)
 OM0877
 OM0877                          SUPERSEDED SURVEY CONTROL
 OM0877
 OM0877  NAD 83(1986)-  43 10 17.17002(N)    088 43 41.89867(W) AD(       ) 3
 OM0877  NAD 27      -  43 10 17.17300(N)    088 43 41.52900(W) AD(       ) 3
 OM0877
 OM0877.Superseded values are not recommended for survey control.
 OM0877
 OM0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0877.See file dsdata.pdf to determine how the superseded data were derived.
 OM0877
 OM0877_MARKER: 21 = AIRPORT BEACON
 OM0877
 OM0877  HISTORY     - Date     Condition        Report By
 OM0877  HISTORY     - 1957     FIRST OBSERVED   CGS
 OM0877  HISTORY     - 1979     GOOD             ALSTER
 OM0877  HISTORY     - 19941008 GOOD             USPSQD
 OM0877
 OM0877                          STATION DESCRIPTION
 OM0877
 OM0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0877'THE STATION IS LOCATED ON THE GROUNDS OF THE WATERTOWN MUNICIPAL
 OM0877'AIRPORT, 65 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 26
 OM0877'AND 83 FEET WEST OF THE NORTHWEST CORNER OF THE AIRPORT OFFICE
 OM0877'BUILDING.
 OM0877'
 OM0877'THE BEACON TOWER IS A FOUR LEGGED STEEL STRUCTURE ABOUT 50
 OM0877'FEET HIGH AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND
 OM0877'WHITE.  THE TOWER SUPPORTS A REVOLVING GREEN AND WHITE LIGHT.
 OM0877'THE POINT MEASURED TO IS THE CENTER OF THE BASE OF THE TOWER.
 OM0877'
 OM0877'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 OM0877'WATERTOWN.  IT IS 62.66 FEET, 19.097 METERS NORTH OF STATION
 OM0877'WATERTOWN.
 OM0877
 OM0877                          STATION RECOVERY (1979)
 OM0877
 OM0877'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (E)
 OM0877'STATION IN GOOD SHAPE.
 OM0877
 OM0877                          STATION RECOVERY (1994)
 OM0877
 OM0877'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0118 ***********************************************************************
 PM0118  DESIGNATION -  AIRPORT RM 1
 PM0118  PID         -  PM0118
 PM0118  STATE/COUNTY-  WI/MANITOWOC
 PM0118  COUNTRY     -  US
 PM0118  USGS QUAD   -  MANITOWOC (2018)
 PM0118
 PM0118                         *CURRENT SURVEY CONTROL
 PM0118  ______________________________________________________________________
 PM0118* NAD 83(1986) POSITION- 44 07 16.95   (N) 087 41 05.03   (W)   HD_HELD1
 PM0118* NAVD 88 ORTHO HEIGHT -   198.383 (meters)      650.86  (feet) ADJUSTED
 PM0118  ______________________________________________________________________
 PM0118  GEOID HEIGHT    -        -36.176 (meters)                     GEOID18
 PM0118  DYNAMIC HEIGHT  -        198.351 (meters)      650.76  (feet) COMP
 PM0118  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 PM0118
 PM0118  VERT ORDER      -  FIRST     CLASS 0
 PM0118
 PM0118.This mark is at Manitowoc Airport (MTW)
 PM0118
 PM0118.The horizontal coordinates were determined by differentially corrected
 PM0118.hand held GPS observations or other comparable positioning techniques
 PM0118.and have an estimated accuracy of +/- 3 meters.
 PM0118
 PM0118.The orthometric height was determined by differential leveling and
 PM0118.adjusted by the NATIONAL GEODETIC SURVEY
 PM0118.in June 1991.
 PM0118
 PM0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0118.GEOID18 height accuracy estimate available here.
 PM0118
 PM0118.Click photographs - Photos may exist for this station.
 PM0118
 PM0118.The dynamic height is computed by dividing the NAVD 88
 PM0118.geopotential number by the normal gravity value computed on the
 PM0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0118.degrees latitude (g = 980.6199 gals.).
 PM0118
 PM0118.The modeled gravity was interpolated from observed gravity values.
 PM0118
 PM0118;                    North         East    Units  Estimated Accuracy
 PM0118;SPC WI S     -   238,246.1     785,298.3     MT  (+/- 3 meters HH1 GPS) 
 PM0118
 PM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4521485581(NAD 83)
 PM0118
 PM0118                          SUPERSEDED SURVEY CONTROL
 PM0118
 PM0118  NGVD 29 (??/??/92)  198.39   (m)          650.9    (f) COMPUTED    1 0
 PM0118
 PM0118.Superseded values are not recommended for survey control.
 PM0118
 PM0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0118.See file dsdata.pdf to determine how the superseded data were derived.
 PM0118
 PM0118_MARKER: DR = REFERENCE MARK DISK
 PM0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0118_STAMPING: AIRPORT NO 1 1953
 PM0118_MARK LOGO: CGS
 PM0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0118+STABILITY: SURFACE MOTION
 PM0118
 PM0118  HISTORY     - Date     Condition        Report By
 PM0118  HISTORY     - 1953     MONUMENTED       CGS
 PM0118  HISTORY     - 1972     GOOD             NGS
 PM0118  HISTORY     - 1983     GOOD             USGS
 PM0118  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 PM0118  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 PM0118
 PM0118                          STATION DESCRIPTION
 PM0118
 PM0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0118'0.9 MI N FROM MANITOWOC.
 PM0118'ABOUT 0.9 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PM0118'FROM THE WALDO BLVD OVERPASS AT MANITOWOC, 88.8 FEET SOUTHWEST
 PM0118'OF THE STATION MARK DESCRIBED, 51 FEET EAST OF THE EAST RAIL,
 PM0118'327 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE TERMINAL
 PM0118'BLDG FOR THE MANITOWOC-SHEBOYGAN AIRPORT, 58.8 FEET SOUTHWEST
 PM0118'OF THE SOUTHWEST STEEL LEG OF A BEACON TOWER, ABOUT LEVEL WITH
 PM0118'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 PM0118'INCH ABOVE THE LEVEL OF THE GROUND.  SECTION 13, T19N, R23E.
 PM0118
 PM0118                          STATION RECOVERY (1983)
 PM0118
 PM0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PM0118'RECOVERED IN GOOD CONDITION.
 PM0118
 PM0118                          STATION RECOVERY (2002)
 PM0118
 PM0118'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0118'NOT FOUND.  IT APPEARS AS THOUGH FILL HAS BEEN ADDED WEST OF AND TO
 PM0118'THE LEVEL OF FREEDOMS WAY THUS PROBABLY COVERING THE MONUMENT.
 PM0118
 PM0118                          STATION RECOVERY (2004)
 PM0118
 PM0118'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0120 ***********************************************************************
 PM0120  DESIGNATION -  AIRPORT RM 2
 PM0120  PID         -  PM0120
 PM0120  STATE/COUNTY-  WI/MANITOWOC
 PM0120  COUNTRY     -  US
 PM0120  USGS QUAD   -  MANITOWOC (2018)
 PM0120
 PM0120                         *CURRENT SURVEY CONTROL
 PM0120  ______________________________________________________________________
 PM0120* NAD 83(1986) POSITION- 44 07 18.55   (N) 087 41 05.55   (W)   HD_HELD1
 PM0120* NAVD 88 ORTHO HEIGHT -   198.163 (meters)      650.14  (feet) ADJUSTED
 PM0120  ______________________________________________________________________
 PM0120  GEOID HEIGHT    -        -36.176 (meters)                     GEOID18
 PM0120  DYNAMIC HEIGHT  -        198.131 (meters)      650.03  (feet) COMP
 PM0120  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 PM0120
 PM0120  VERT ORDER      -  SECOND    CLASS 0
 PM0120
 PM0120.This mark is at Manitowoc Airport (MTW)
 PM0120
 PM0120.The horizontal coordinates were determined by differentially corrected
 PM0120.hand held GPS observations or other comparable positioning techniques
 PM0120.and have an estimated accuracy of +/- 3 meters.
 PM0120
 PM0120.The orthometric height was determined by differential leveling and
 PM0120.adjusted by the NATIONAL GEODETIC SURVEY
 PM0120.in June 1991.
 PM0120
 PM0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0120.GEOID18 height accuracy estimate available here.
 PM0120
 PM0120.Click photographs - Photos may exist for this station.
 PM0120
 PM0120.The dynamic height is computed by dividing the NAVD 88
 PM0120.geopotential number by the normal gravity value computed on the
 PM0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0120.degrees latitude (g = 980.6199 gals.).
 PM0120
 PM0120.The modeled gravity was interpolated from observed gravity values.
 PM0120
 PM0120;                    North         East    Units  Estimated Accuracy
 PM0120;SPC WI S     -   238,295.1     785,285.4     MT  (+/- 3 meters HH1 GPS) 
 PM0120
 PM0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4520385631(NAD 83)
 PM0120
 PM0120                          SUPERSEDED SURVEY CONTROL
 PM0120
 PM0120  NGVD 29 (??/??/92)  198.168  (m)          650.16   (f) ADJ UNCH    2 0
 PM0120
 PM0120.Superseded values are not recommended for survey control.
 PM0120
 PM0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0120.See file dsdata.pdf to determine how the superseded data were derived.
 PM0120
 PM0120_MARKER: DR = REFERENCE MARK DISK
 PM0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0120_STAMPING: AIRPORT NO 2 1953
 PM0120_MARK LOGO: CGS
 PM0120_PROJECTION: FLUSH
 PM0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0120+STABILITY: SURFACE MOTION
 PM0120
 PM0120  HISTORY     - Date     Condition        Report By
 PM0120  HISTORY     - 1953     MONUMENTED       CGS
 PM0120  HISTORY     - 1972     GOOD             NGS
 PM0120  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 PM0120  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 PM0120
 PM0120                          STATION DESCRIPTION
 PM0120
 PM0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0120'AT MANITOWOC.
 PM0120'AT MANITOWOC MUNICIPAL AIRPORT, 52 FEET EAST OF THE EAST RAIL
 PM0120'OF RAILROAD 10 FEET NORTH OF A POWER POLE, AND SET IN THE TOP OF
 PM0120'A CONCRETE POST FLUSH WITH THE GROUND.
 PM0120
 PM0120                          STATION RECOVERY (2002)
 PM0120
 PM0120'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0120'NOT FOUND. IT HAS BEEN REPORTED THAT THE MONUMENT WAS NOT FOUND ON THE
 PM0120'CONCRETE POST. IT APPEARS AS THOUGH FILL HAS BEEN ADDED WEST OF AND TO
 PM0120'THE LEVEL OF FREEDOMS WAY THUS PROBABLY COVERING THE MONUMENT.
 PM0120
 PM0120                          STATION RECOVERY (2004)
 PM0120
 PM0120'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0120'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5361 ***********************************************************************
 DH5361  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5361  DESIGNATION -  AKAN N GPS
 DH5361  PID         -  DH5361
 DH5361  STATE/COUNTY-  WI/RICHLAND
 DH5361  COUNTRY     -  US
 DH5361  USGS QUAD   -  BOAZ (2018)
 DH5361
 DH5361                         *CURRENT SURVEY CONTROL
 DH5361  ______________________________________________________________________
 DH5361* NAD 83(2011) POSITION- 43 21 49.04338(N) 090 36 55.01053(W)   ADJUSTED
 DH5361* NAD 83(2011) ELLIP HT-   326.436 (meters)        (06/27/12)   ADJUSTED
 DH5361* NAD 83(2011) EPOCH   -  2010.00
 DH5361* NAVD 88 ORTHO HEIGHT -   359.97  (meters)     1181.0   (feet) GPS OBS
 DH5361  ______________________________________________________________________
 DH5361  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5361  GEOID HEIGHT    -        -33.530 (meters)                     GEOID12A
 DH5361  GEOID HEIGHT    -        -33.533 (meters)                     GEOID18
 DH5361  NAD 83(2011) X  -    -49,875.310 (meters)                     COMP
 DH5361  NAD 83(2011) Y  - -4,644,278.455 (meters)                     COMP
 DH5361  NAD 83(2011) Z  -  4,357,182.902 (meters)                     COMP
 DH5361  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC18
 DH5361
 DH5361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5361  Standards:
 DH5361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5361  -------------------------------------------------------------------
 DH5361  NETWORK    0.22   0.35           0.10   0.08   0.18      0.10613886
 DH5361  -------------------------------------------------------------------
 DH5361  Click here for local accuracies and other accuracy information.
 DH5361
 DH5361.The horizontal coordinates were established by GPS observations
 DH5361.and adjusted by the National Geodetic Survey in June 2012.
 DH5361
 DH5361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5361.been affixed to the stable North American tectonic plate. See 
 DH5361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5361
 DH5361.The horizontal coordinates are valid at the epoch date displayed above
 DH5361.which is a decimal equivalence of Year/Month/Day.
 DH5361
 DH5361.The orthometric height was determined by GPS observations and a
 DH5361.high-resolution geoid model using precise GPS observation and
 DH5361.processing techniques.
 DH5361
 DH5361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5361.GEOID18 height accuracy estimate available here.
 DH5361
 DH5361.Click photographs - Photos may exist for this station.
 DH5361
 DH5361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5361
 DH5361.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5361
 DH5361.The ellipsoidal height was determined by GPS observations
 DH5361.and is referenced to NAD 83.
 DH5361
 DH5361. The following values were computed from the NAD 83(2011) position.
 DH5361
 DH5361;                    North         East     Units Scale Factor Converg.
 DH5361;SPC WI S     -   151,669.325   550,130.086   MT  0.99993276   -0 25 21.9
 DH5361;SPC WI S     -   497,601.78  1,804,885.12   sFT  0.99993276   -0 25 21.9
 DH5361;UTM  15      - 4,803,957.693   693,227.682   MT  1.00005930   +1 38 16.5
 DH5361
 DH5361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5361!SPC WI S     -   0.99994881  x   0.99993276  =   0.99988158
 DH5361!UTM  15      -   0.99994881  x   1.00005930  =   1.00000811
 DH5361
 DH5361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9322703957(NAD 83)
 DH5361
 DH5361                          SUPERSEDED SURVEY CONTROL
 DH5361
 DH5361  NAD 83(2007)-  43 21 49.04343(N)    090 36 55.01139(W) AD(2002.00) 0
 DH5361  ELLIP H (02/10/07)  326.467  (m)                       GP(2002.00)    
 DH5361  NAD 83(1997)-  43 21 49.04336(N)    090 36 55.01181(W) AD(       ) 1
 DH5361  ELLIP H (08/01/05)  326.469  (m)                       GP(       ) 2 1
 DH5361  NAVD 88 (07/26/07)  359.95   (m)  GEOID03  model used  GPS OBS        
 DH5361
 DH5361.Superseded values are not recommended for survey control.
 DH5361
 DH5361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5361.See file dsdata.pdf to determine how the superseded data were derived.
 DH5361
 DH5361_MARKER: DD = SURVEY DISK
 DH5361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5361_STAMPING: AKAN N GPS 2004
 DH5361_MARK LOGO: WIDT
 DH5361_PROJECTION: FLUSH
 DH5361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5361+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DH5361
 DH5361  HISTORY     - Date     Condition        Report By
 DH5361  HISTORY     - 2003     MONUMENTED       WIDT
 DH5361  HISTORY     - 20100713 GOOD             WIDT
 DH5361
 DH5361                          STATION DESCRIPTION
 DH5361
 DH5361'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5361'OWNERSHIP--TOWN OF AKAN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5361'STATE HIGHWAY 171  WITH COUNTY HIGHWAY UU AND FIVE POINTS ROAD ABOUT 4
 DH5361'MI WEST OF THE VILLAGE OF BOAZ, GO  NORTH THEN WEST ON COUNTY HIGHWAY
 DH5361'UU FOR 1.75 MI TO SUNRISE DRIVE ON THE RIGHT, TURN  RIGHT AND GO NORTH
 DH5361'ON SUNRISE DRIVE FOR 0.4 MI TO THE STATION ON THE LEFT.  THE STATION
 DH5361'IS  A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5361'CONTROL STATION  DISK SET IN THE TOP OF A 41-CM DIAMETER ABOUT LEVEL
 DH5361'WITH THE ROAD PAVEMENT.  THE STATION  IS 7.6 M WEST OF THE CENTERLINE
 DH5361'OF SUNRISE DRIVE, 50 M NORTH OF THE CENTERLINE OF A FIELD  ENTRANCE,
 DH5361'20.4 M SOUTHWEST OF A POWER POLE, 1.0 M EAST OF A BARBED WIRE FENCE,
 DH5361'1.0 M  NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M SOUTH OF
 DH5361'AN ORANGE 4X4 PLASTIC  WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5361'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE
 DH5361'HORIZON.
 DH5361
 DH5361                          STATION RECOVERY (2010)
 DH5361
 DH5361'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5363 ***********************************************************************
 DH5363  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5363  DESIGNATION -  AKAN S GPS
 DH5363  PID         -  DH5363
 DH5363  STATE/COUNTY-  WI/RICHLAND
 DH5363  COUNTRY     -  US
 DH5363  USGS QUAD   -  BOAZ (2018)
 DH5363
 DH5363                         *CURRENT SURVEY CONTROL
 DH5363  ______________________________________________________________________
 DH5363* NAD 83(2011) POSITION- 43 17 49.43817(N) 090 33 24.68970(W)   ADJUSTED
 DH5363* NAD 83(2011) ELLIP HT-   198.391 (meters)        (06/27/12)   ADJUSTED
 DH5363* NAD 83(2011) EPOCH   -  2010.00
 DH5363* NAVD 88 ORTHO HEIGHT -   232.01  (meters)      761.2   (feet) GPS OBS
 DH5363  ______________________________________________________________________
 DH5363  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5363  GEOID HEIGHT    -        -33.623 (meters)                     GEOID12A
 DH5363  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 DH5363  NAD 83(2011) X  -    -45,188.092 (meters)                     COMP
 DH5363  NAD 83(2011) Y  - -4,649,307.813 (meters)                     COMP
 DH5363  NAD 83(2011) Z  -  4,351,716.039 (meters)                     COMP
 DH5363  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC18
 DH5363
 DH5363  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5363  Standards:
 DH5363         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5363            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5363  -------------------------------------------------------------------
 DH5363  NETWORK    0.25   0.37           0.11   0.09   0.19      0.11722171
 DH5363  -------------------------------------------------------------------
 DH5363  Click here for local accuracies and other accuracy information.
 DH5363
 DH5363.The horizontal coordinates were established by GPS observations
 DH5363.and adjusted by the National Geodetic Survey in June 2012.
 DH5363
 DH5363.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5363.been affixed to the stable North American tectonic plate. See 
 DH5363.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5363
 DH5363.The horizontal coordinates are valid at the epoch date displayed above
 DH5363.which is a decimal equivalence of Year/Month/Day.
 DH5363
 DH5363.The orthometric height was determined by GPS observations and a
 DH5363.high-resolution geoid model using precise GPS observation and
 DH5363.processing techniques.
 DH5363
 DH5363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5363.GEOID18 height accuracy estimate available here.
 DH5363
 DH5363.Click photographs - Photos may exist for this station.
 DH5363
 DH5363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5363
 DH5363.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5363
 DH5363.The ellipsoidal height was determined by GPS observations
 DH5363.and is referenced to NAD 83.
 DH5363
 DH5363. The following values were computed from the NAD 83(2011) position.
 DH5363
 DH5363;                    North         East     Units Scale Factor Converg.
 DH5363;SPC WI S     -   144,242.273   554,815.910   MT  0.99993419   -0 22 57.4
 DH5363;SPC WI S     -   473,234.86  1,820,258.53   sFT  0.99993419   -0 22 57.4
 DH5363;UTM  15      - 4,796,702.849   698,178.090   MT  1.00008315   +1 40 33.6
 DH5363
 DH5363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5363!SPC WI S     -   0.99996889  x   0.99993419  =   0.99990308
 DH5363!UTM  15      -   0.99996889  x   1.00008315  =   1.00005204
 DH5363
 DH5363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9817896702(NAD 83)
 DH5363
 DH5363                          SUPERSEDED SURVEY CONTROL
 DH5363
 DH5363  NAD 83(2007)-  43 17 49.43822(N)    090 33 24.69055(W) AD(2002.00) 0
 DH5363  ELLIP H (02/10/07)  198.422  (m)                       GP(2002.00)    
 DH5363  NAD 83(1997)-  43 17 49.43812(N)    090 33 24.69098(W) AD(       ) 1
 DH5363  ELLIP H (08/01/05)  198.428  (m)                       GP(       ) 2 1
 DH5363  NAVD 88 (07/26/07)  231.99   (m)  GEOID03  model used  GPS OBS        
 DH5363
 DH5363.Superseded values are not recommended for survey control.
 DH5363
 DH5363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5363.See file dsdata.pdf to determine how the superseded data were derived.
 DH5363
 DH5363_MARKER: DD = SURVEY DISK
 DH5363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5363_STAMPING: AKAN S GPS 2004
 DH5363_MARK LOGO: WIDT
 DH5363_PROJECTION: FLUSH
 DH5363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5363+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DH5363
 DH5363  HISTORY     - Date     Condition        Report By
 DH5363  HISTORY     - 2003     MONUMENTED       WIDT
 DH5363  HISTORY     - 20100713 GOOD             WIDT
 DH5363
 DH5363                          STATION DESCRIPTION
 DH5363
 DH5363'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5363'OWNERSHIP--TOWN OF AKAN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5363'STATE HIGHWAY 171  WITH COUNTY HIGHWAY E SOUTH IN THE VILLAGE OF BOAZ,
 DH5363'GO SOUTH ON COUNTY HIGHWAY E FOR  1.0 MI TO HILL ROAD ON THE RIGHT,
 DH5363'TURN RIGHT AND GO WEST ON HILL ROAD FOR 1.8 MI TO DEITER  HOLLOW ROAD
 DH5363'ON THE LEFT, TURN LEFT AND GO SOUTH ON DEITER HOLLOW ROAD FOR 0.7 MI
 DH5363'TO  THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5363'DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5363'IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE
 DH5363'ROAD PAVEMENT.  THE STATION IS 5.8 M NORTH OF THE  CENTERLINE OF
 DH5363'DEITER HOLLOW ROAD, 5 M SOUTH OF A CULTIVATED FIELD, 0.1 MI WEST OF
 DH5363'MAYAPPLE LANE, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND
 DH5363'1.0 M WEST OF AN  ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5363'STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES
 DH5363'ABOVE THE HORIZON.
 DH5363
 DH5363                          STATION RECOVERY (2010)
 DH5363
 DH5363'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5362 ***********************************************************************
 DH5362  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5362  DESIGNATION -  AKAN W GPS
 DH5362  PID         -  DH5362
 DH5362  STATE/COUNTY-  WI/RICHLAND
 DH5362  COUNTRY     -  US
 DH5362  USGS QUAD   -  MOUNT ZION (2018)
 DH5362
 DH5362                         *CURRENT SURVEY CONTROL
 DH5362  ______________________________________________________________________
 DH5362* NAD 83(2011) POSITION- 43 18 50.03302(N) 090 37 42.52418(W)   ADJUSTED
 DH5362* NAD 83(2011) ELLIP HT-   297.992 (meters)        (06/27/12)   ADJUSTED
 DH5362* NAD 83(2011) EPOCH   -  2010.00
 DH5362* NAVD 88 ORTHO HEIGHT -   331.47  (meters)     1087.5   (feet) GPS OBS
 DH5362  ______________________________________________________________________
 DH5362  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5362  GEOID HEIGHT    -        -33.477 (meters)                     GEOID12A
 DH5362  GEOID HEIGHT    -        -33.482 (meters)                     GEOID18
 DH5362  NAD 83(2011) X  -    -50,986.494 (meters)                     COMP
 DH5362  NAD 83(2011) Y  - -4,648,037.586 (meters)                     COMP
 DH5362  NAD 83(2011) Z  -  4,353,145.222 (meters)                     COMP
 DH5362  LAPLACE CORR    -         -5.16  (seconds)                    DEFLEC18
 DH5362
 DH5362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5362  Standards:
 DH5362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5362  -------------------------------------------------------------------
 DH5362  NETWORK    0.31   0.45           0.14   0.11   0.23      0.10577988
 DH5362  -------------------------------------------------------------------
 DH5362  Click here for local accuracies and other accuracy information.
 DH5362
 DH5362.The horizontal coordinates were established by GPS observations
 DH5362.and adjusted by the National Geodetic Survey in June 2012.
 DH5362
 DH5362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5362.been affixed to the stable North American tectonic plate. See 
 DH5362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5362
 DH5362.The horizontal coordinates are valid at the epoch date displayed above
 DH5362.which is a decimal equivalence of Year/Month/Day.
 DH5362
 DH5362.The orthometric height was determined by GPS observations and a
 DH5362.high-resolution geoid model using precise GPS observation and
 DH5362.processing techniques.
 DH5362
 DH5362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5362.GEOID18 height accuracy estimate available here.
 DH5362
 DH5362.Click photographs - Photos may exist for this station.
 DH5362
 DH5362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5362
 DH5362.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5362
 DH5362.The ellipsoidal height was determined by GPS observations
 DH5362.and is referenced to NAD 83.
 DH5362
 DH5362. The following values were computed from the NAD 83(2011) position.
 DH5362
 DH5362;                    North         East     Units Scale Factor Converg.
 DH5362;SPC WI S     -   146,153.403   549,018.725   MT  0.99993370   -0 25 54.6
 DH5362;SPC WI S     -   479,504.96  1,801,238.93   sFT  0.99993370   -0 25 54.6
 DH5362;UTM  15      - 4,798,404.700   692,315.195   MT  1.00005498   +1 37 38.5
 DH5362
 DH5362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5362!SPC WI S     -   0.99995327  x   0.99993370  =   0.99988697
 DH5362!UTM  15      -   0.99995327  x   1.00005498  =   1.00000825
 DH5362
 DH5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9231598404(NAD 83)
 DH5362
 DH5362                          SUPERSEDED SURVEY CONTROL
 DH5362
 DH5362  NAD 83(2007)-  43 18 50.03307(N)    090 37 42.52504(W) AD(2002.00) 0
 DH5362  ELLIP H (02/10/07)  298.022  (m)                       GP(2002.00)    
 DH5362  NAD 83(1997)-  43 18 50.03299(N)    090 37 42.52546(W) AD(       ) 1
 DH5362  ELLIP H (08/01/05)  298.027  (m)                       GP(       ) 2 1
 DH5362  NAVD 88 (07/26/07)  331.44   (m)  GEOID03  model used  GPS OBS        
 DH5362
 DH5362.Superseded values are not recommended for survey control.
 DH5362
 DH5362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5362.See file dsdata.pdf to determine how the superseded data were derived.
 DH5362
 DH5362_MARKER: DD = SURVEY DISK
 DH5362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5362_STAMPING: AKAN W GPS 2004
 DH5362_MARK LOGO: WIDT
 DH5362_PROJECTION: FLUSH
 DH5362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5362+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DH5362
 DH5362  HISTORY     - Date     Condition        Report By
 DH5362  HISTORY     - 2003     MONUMENTED       WIDT
 DH5362  HISTORY     - 20100713 GOOD             WIDT
 DH5362
 DH5362                          STATION DESCRIPTION
 DH5362
 DH5362'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5362'OWNERSHIP--TOWN OF AKAN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5362'STATE HIGHWAY 171  WITH COUNTY HIGHWAY F ABOUT 10 MI WEST OF THE CITY
 DH5362'OF RICHLAND CENTER, GO SOUTHWEST  ON COUNTY HIGHWAY F FOR 1.4 MI TO
 DH5362'WEST RIDGE ROAD ON THE RIGHT, TURN RIGHT AND GO WEST  ON WEST RIDGE
 DH5362'ROAD FOR 0.8 MI TO BULLSNAKE LANE ON THE LEFT, CONTINUE WEST ON WEST
 DH5362'RIDGE ROAD FOR 1.1 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5362'BRONZE WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5362'STATION DISK SET IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT
 DH5362'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 2.5 M  EAST OF THE EDGE
 DH5362'OF GRAVEL OF WEST RIDGE ROAD, 50.2 M NORTHEAST OF A POWER POLE, 48.8 M
 DH5362'NORTH-NORTHWEST OF A TELEPHONE PEDESTAL, 1.0 M WEST OF AN ORANGE 4X4
 DH5362'PLASTIC WITNESS  POST, 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5362'WITNESS POST AND 1.0 M SOUTHEAST OF AN  ORANGE 4X4 PLASTIC WITNESS
 DH5362'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING
 DH5362'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5362
 DH5362                          STATION RECOVERY (2010)
 DH5362
 DH5362'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0522 ***********************************************************************
 PM0522  DESIGNATION -  ALASKA
 PM0522  PID         -  PM0522
 PM0522  STATE/COUNTY-  WI/KEWAUNEE
 PM0522  COUNTRY     -  US
 PM0522  USGS QUAD   -  CASCO (2018)
 PM0522
 PM0522                         *CURRENT SURVEY CONTROL
 PM0522  ______________________________________________________________________
 PM0522* NAD 83(1991) POSITION- 44 32 29.41522(N) 087 30 55.99136(W)   ADJUSTED
 PM0522* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 PM0522  ______________________________________________________________________
 PM0522  GEOID HEIGHT    -        -36.375 (meters)                     GEOID18
 PM0522  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 PM0522  HORZ ORDER      -  SECOND
 PM0522
 PM0522.The horizontal coordinates were established by classical geodetic methods
 PM0522.and adjusted by the National Geodetic Survey in November 1991.
 PM0522
 PM0522.The orthometric height was scaled from a topographic map.
 PM0522
 PM0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0522.GEOID18 height accuracy estimate available here.
 PM0522
 PM0522.Click photographs - Photos may exist for this station.
 PM0522
 PM0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0522
 PM0522. The following values were computed from the NAD 83(1991) position.
 PM0522
 PM0522;                    North         East     Units Scale Factor Converg.
 PM0522;SPC WI C     -    81,710.602   797,407.586   MT  0.99995767   +1 45 10.7
 PM0522;SPC WI C     -   268,078.87  2,616,161.39   sFT  0.99995767   +1 45 10.7
 PM0522;UTM  16      - 4,932,148.634   459,043.761   MT  0.99962063   -0 21 41.9
 PM0522
 PM0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0522!SPC WI C     -   0.99997027  x   0.99995767  =   0.99992794
 PM0522!UTM  16      -   0.99997027  x   0.99962063  =   0.99959091
 PM0522
 PM0522:                Primary Azimuth Mark                     Grid Az
 PM0522:SPC WI C     -  ALASKA AZ MK                             067 08 22.3
 PM0522:UTM  16      -  ALASKA AZ MK                             069 15 14.9
 PM0522
 PM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5904332148(NAD 83)
 PM0522
 PM0522|---------------------------------------------------------------------|
 PM0522| PID    Reference Object                     Distance      Geod. Az  |
 PM0522|                                                           dddmmss.s |
 PM0522| PM0518 RANKIN ST JOHNS LUTH CH SPIRE       APPROX. 6.1 KM 0080430.7 |
 PM0522| PM0392 ALGOMA MUNICIPAL TANK               APPROX. 9.0 KM 0345726.2 |
 PM0522| PM0390 ALGOMA ST PAULS EVAN LUTH CH        APPROX. 9.7 KM 0390130.2 |
 PM0522| PM0391 ALGOMA IMM CON CATH CH SPIRE        APPROX.10.2 KM 0395646.7 |
 PM0522| CJ4174 ALASKA AZ MK                                       0685333.0 |
 PM0522| CJ4175 ALASKA RM 1                          27.846 METERS 13355     |
 PM0522| PM0435 KEWAUNEE MUNICIPAL TANK             APPROX. 9.4 KM 1750859.1 |
 PM0522| PM0434 KEWAUNEE HOLY ROSARY CATH CH        APPROX. 9.3 KM 1752816.6 |
 PM0522| PM0526 LUXEMBURG ST MARYS CATH CH          APPROX.15.0 KM 2654403.8 |
 PM0522| CJ4176 ALASKA RM 2                          27.136 METERS 26724     |
 PM0522| PM0527 LUXEMBURG MUNICIPAL TANK            APPROX.14.8 KM 2694801.5 |
 PM0522| PM0521 CASCO HOLY TRINITY CATH CH          APPROX. 8.2 KM 2784826.5 |
 PM0522|---------------------------------------------------------------------|
 PM0522
 PM0522                          SUPERSEDED SURVEY CONTROL
 PM0522
 PM0522  NAD 83(1986)-  44 32 29.40723(N)    087 30 55.97751(W) AD(       ) 2
 PM0522  NAD 27      -  44 32 29.40900(N)    087 30 55.66700(W) AD(       ) 2
 PM0522
 PM0522.Superseded values are not recommended for survey control.
 PM0522
 PM0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0522.See file dsdata.pdf to determine how the superseded data were derived.
 PM0522
 PM0522_MARKER: DS = TRIANGULATION STATION DISK
 PM0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0522_STAMPING: ALASKA 1953
 PM0522_MARK LOGO: CGS
 PM0522_PROJECTION: RECESSED 38 CENTIMETERS
 PM0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0522+STABILITY: SURFACE MOTION
 PM0522
 PM0522  HISTORY     - Date     Condition        Report By
 PM0522  HISTORY     - 1953     MONUMENTED       CGS
 PM0522  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PM0522
 PM0522                          STATION DESCRIPTION
 PM0522
 PM0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0522'STATION IS LOCATED ABOUT 6 MILES NORTH OF KEWAUNEE, 6 MILES SOUTHWEST
 PM0522'OF ALGOMA, AND 1 MILE WEST OF ALASKA.  IT IS ON THE FARM OF MR.
 PM0522'DAVID J. BURKE, AT THE HIGHEST POINT IN A FIELD, AND NEAR THE
 PM0522'NORTHWEST CORNER OF A CLUMP OF WOODS.  IT IS 38 FEET NORTHEAST
 PM0522'OF A FENCE LINE AND 39 FEET NORTH OF A 30-INCH DECIDUOUS TREE.  THE
 PM0522'MARK IS 15 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 PM0522'STAMPED ALASKA 1953.
 PM0522'
 PM0522'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF A FIR TREE, 1 FOOT NORTH OF
 PM0522'A FENCE LINE, AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK
 PM0522'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED ALASKA NO 1 1953.
 PM0522'
 PM0522'REFERENCE MARK NO. 2 IS 86 FEET EAST OF A FENCE CORNER AND GATE, 48
 PM0522'FEET EAST OF A THREE-TRUNK TREE, AND 1 FOOT NORTH OF A FENCE LINE.
 PM0522'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ALASKA NO
 PM0522'2 1953.
 PM0522'
 PM0522'AZIMUTH MARK IS 116 FEET SOUTH OF A YELLOW BRICK SILO, 68 FEET SOUTH
 PM0522'OF THE CENTER OF A GATE, 2 FEET SOUTH OF A WHITE WITNESS POST, AND 1
 PM0522'FOOT WEST OF A FENCE LINE.
 PM0522'
 PM0522'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 42 AND
 PM0522'54 IN ALGOMA, GO SOUTH ON HIGHWAY 42 FOR 5.6 MILES TO THE
 PM0522'INTERSECTION OF HIGHWAY 42 AND COUNTY ROAD D IN ALASKA.  TURN RIGHT
 PM0522'AND GO NORTH ON COUNTY ROAD D FOR 0.35 MILE TO A PAVED ROAD TO THE
 PM0522'LEFT.  TURN LEFT ONTO THE PAVED ROAD AND GO 0.35 MILE WEST TO THE
 PM0522'SECOND GRAVEL DRIVEWAY ON THE LEFT.  TURN LEFT INTO THE
 PM0522'DRIVEWAY AND GO 0.1 MILE SOUTH TO A BARN.  TURN RIGHT AFTER THE
 PM0522'BARN AND GO WEST ABOUT 100 FEET TO A GATE AND TO THE AZIMUTH
 PM0522'MARK AS DESCRIBED.  CONTINUE AHEAD WEST THROUGH THE GATE FOR 0.1
 PM0522'MILE TO A SHED.  FROM THE SHED, GO 0.3 MILE SOUTHWEST ACROSS A
 PM0522'FIELD TO THE STATION AS DESCRIBED.
 PM0522'
 PM0522'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0522
 PM0522                          STATION RECOVERY (2003)
 PM0522
 PM0522'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0522'STATION AND REFERENCE MARKS WERE NOT FOUND.  NOTE-- FROM HIGHWAY 42,
 PM0522'GO NORTH ON COUNTY ROAD D FOR 0.35 MILE TO 6TH RD. TO THE LEFT.  GO
 PM0522'WEST ON 6TH RD. FOR 0.4 MILE TO A S-SHAPED GRAVEL ROAD BETWEEN TWO
 PM0522'CULTIVATED FIELDS TO THE SOUTH TO THE WOODED HILL AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1380 ***********************************************************************
 NH1380  DESIGNATION -  ALBANY
 NH1380  PID         -  NH1380
 NH1380  STATE/COUNTY-  WI/GREEN
 NH1380  COUNTRY     -  US
 NH1380  USGS QUAD   -  ALBANY (2018)
 NH1380
 NH1380                         *CURRENT SURVEY CONTROL
 NH1380  ______________________________________________________________________
 NH1380* NAD 83(1991) POSITION- 42 39 54.74146(N) 089 26 47.95060(W)   ADJUSTED
 NH1380* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 NH1380  ______________________________________________________________________
 NH1380  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 NH1380  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 NH1380  HORZ ORDER      -  THIRD
 NH1380
 NH1380.The horizontal coordinates were established by classical geodetic methods
 NH1380.and adjusted by the National Geodetic Survey in November 1991.
 NH1380
 NH1380.The orthometric height was scaled from a topographic map.
 NH1380
 NH1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1380.GEOID18 height accuracy estimate available here.
 NH1380
 NH1380.Click photographs - Photos may exist for this station.
 NH1380
 NH1380.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1380
 NH1380. The following values were computed from the NAD 83(1991) position.
 NH1380
 NH1380;                    North         East     Units Scale Factor Converg.
 NH1380;SPC WI S     -    74,049.583   645,364.975   MT  1.00001443   +0 22 48.7
 NH1380;SPC WI S     -   242,944.34  2,117,334.92   sFT  1.00001443   +0 22 48.7
 NH1380;UTM  16      - 4,726,539.820   299,492.981   MT  1.00009464   -1 39 31.2
 NH1380
 NH1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1380!SPC WI S     -   0.99995889  x   1.00001443  =   0.99997332
 NH1380!UTM  16      -   0.99995889  x   1.00009464  =   1.00005353
 NH1380
 NH1380:                Primary Azimuth Mark                     Grid Az
 NH1380:SPC WI S     -  ALBANY AZ MK                             198 57 23.9
 NH1380:UTM  16      -  ALBANY AZ MK                             200 59 43.8
 NH1380
 NH1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9949226539(NAD 83)
 NH1380
 NH1380|---------------------------------------------------------------------|
 NH1380| PID    Reference Object                     Distance      Geod. Az  |
 NH1380|                                                           dddmmss.s |
 NH1380| CI8878 ALBANY RM 1                          16.905 METERS 08418     |
 NH1380| CI8879 ALBANY RM 2                          10.775 METERS 18217     |
 NH1380| CI8877 ALBANY AZ MK                                       1992012.6 |
 NH1380| NH1582 MONROE RAD STA WEKZ MAST            APPROX.14.3 KM 2365822.1 |
 NH1380| NH1584 MONROE RAD STA KSD 543 MAST         APPROX.16.0 KM 2462814.1 |
 NH1380| NH1586 MONROE MUNICIPAL TANK               APPROX.16.4 KM 2470410.6 |
 NH1380| NH1594 MONROE ST CLARE HOSP STACK          APPROX.16.6 KM 2472026.6 |
 NH1380|---------------------------------------------------------------------|
 NH1380
 NH1380                          SUPERSEDED SURVEY CONTROL
 NH1380
 NH1380  NAD 83(1986)-  42 39 54.73612(N)    089 26 47.95118(W) AD(       ) 3
 NH1380  NAD 27      -  42 39 54.70820(N)    089 26 47.53050(W) AD(       ) 3
 NH1380
 NH1380.Superseded values are not recommended for survey control.
 NH1380
 NH1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1380.See file dsdata.pdf to determine how the superseded data were derived.
 NH1380
 NH1380_MARKER: DS = TRIANGULATION STATION DISK
 NH1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1380_STAMPING: ALBANY 1957
 NH1380_MARK LOGO: CGS
 NH1380_PROJECTION: FLUSH
 NH1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1380+STABILITY: SURFACE MOTION
 NH1380
 NH1380  HISTORY     - Date     Condition        Report By
 NH1380  HISTORY     - 1957     MONUMENTED       CGS
 NH1380  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1380  HISTORY     - 20090520 POOR             INDIV
 NH1380
 NH1380                          STATION DESCRIPTION
 NH1380
 NH1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1380'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF ALBANY, ABOUT
 NH1380'5.0 MILES NORTHWEST OF BRODHEAD AND ON COUNTY ROAD F RIGHT-OF-WAY
 NH1380'PROPERTY.  IT IS 65 FEET NORTH OF A LONE 16 INCH OAK TREE,
 NH1380'27 FEET WEST OF THE CENTERLINE OF COUNTY ROAD F, 3 FEET EAST OF A
 NH1380'WIRE FENCE AND 6 FEET SOUTH OF A WHITE WITNESS POST.  THE
 NH1380'MONUMENT IS FLUSH AND THE DISK IS STAMPED ALBANY 1957.
 NH1380'
 NH1380'TO REACH THE STATION FROM THE BANK OF ALBANY AT THE CORNER
 NH1380'OF MAIN STREET AND WATER STREET IN ALBANY, GO SOUTHWEST AND
 NH1380'SOUTH ON STATE HIGHWAY 59 (MAIN STREET) FOR 0.85 MILE TO THE
 NH1380'JUNCTION WITH COUNTY ROAD F.  GO SOUTH ON COUNTY ROAD F FOR
 NH1380'2.05 MILES TO A GRAVELED SIDE ROAD LEFT.  CONTINUE AHEAD,
 NH1380'SOUTH, FOR 0.3 MILE TO THE STATION ON THE RIGHT, WEST, SIDE
 NH1380'OF THE ROAD.
 NH1380'
 NH1380'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON COUNTY
 NH1380'ROAD F FOR 0.25 MILE TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT
 NH1380'AND GO WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 NH1380'NORTH, SIDE OF THE ROAD.
 NH1380'
 NH1380'REFERENCE MARK 1 IS 59 FEET SOUTH OF A FENCE CORNER AND 28
 NH1380'FEET EAST OF THE CENTERLINE OF COUNTY ROAD F.  THE MONUMENT
 NH1380'IS FLUSH AND THE DISK IS STAMPED ALBANY NO 1 1957.
 NH1380'
 NH1380'REFERENCE MARK 2 IS 30 FEET NORTH OF A LONE 16 INCH OAK TREE,
 NH1380'29 FEET WEST OF THE CENTERLINE OF COUNTY ROAD F AND 1 FOOT
 NH1380'EAST OF THE WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 NH1380'AND THE DISK IS STAMPED ALBANY NO 2 1957.
 NH1380'
 NH1380'THE AZIMUTH MARK IS 170 FEET EAST OF A CONCRETE CULVERT UNDER
 NH1380'THE PAVED ROAD, 23 FEET NORTH OF THE CENTERLINE OF THE PAVED
 NH1380'ROAD, 1 FOOT SOUTH OF A WIRE FENCE AND 3 FEET WEST OF A WHITE
 NH1380'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1380'ALBANY 1957.
 NH1380'
 NH1380'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1380
 NH1380                          STATION RECOVERY (2001)
 NH1380
 NH1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1380'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1380
 NH1380                          STATION RECOVERY (2009)
 NH1380
 NH1380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (REW)
 NH1380'MARK FOUND APPROXIMATELY IN PLACE, BUT TOP FOOT OF CONCRETE FOUND
 NH1380'EXPOSED, AND MARK IS SLIGHTLY OFF LEVEL. APPEARS TO HAVE BEEN
 NH1380'DISTURBED BY ROAD MAINTAINENCE EQUIPTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4821 ***********************************************************************
 DG4821  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4821  DESIGNATION -  ALBANY C GPS
 DG4821  PID         -  DG4821
 DG4821  STATE/COUNTY-  WI/GREEN
 DG4821  COUNTRY     -  US
 DG4821  USGS QUAD   -  ALBANY (2018)
 DG4821
 DG4821                         *CURRENT SURVEY CONTROL
 DG4821  ______________________________________________________________________
 DG4821* NAD 83(2011) POSITION- 42 43 09.81470(N) 089 25 02.62529(W)   ADJUSTED
 DG4821* NAD 83(2011) ELLIP HT-   215.943 (meters)        (06/27/12)   ADJUSTED
 DG4821* NAD 83(2011) EPOCH   -  2010.00
 DG4821* NAVD 88 ORTHO HEIGHT -   249.84  (meters)      819.7   (feet) GPS OBS
 DG4821  ______________________________________________________________________
 DG4821  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4821  GEOID HEIGHT    -        -33.895 (meters)                     GEOID12A
 DG4821  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 DG4821  NAD 83(2011) X  -     47,722.499 (meters)                     COMP
 DG4821  NAD 83(2011) Y  - -4,693,073.103 (meters)                     COMP
 DG4821  NAD 83(2011) Z  -  4,304,798.066 (meters)                     COMP
 DG4821  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 DG4821
 DG4821  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4821  Standards:
 DG4821         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4821            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4821  -------------------------------------------------------------------
 DG4821  NETWORK    0.29   0.37           0.13   0.10   0.19      0.00663170
 DG4821  -------------------------------------------------------------------
 DG4821  Click here for local accuracies and other accuracy information.
 DG4821
 DG4821.The horizontal coordinates were established by GPS observations
 DG4821.and adjusted by the National Geodetic Survey in June 2012.
 DG4821
 DG4821.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4821.been affixed to the stable North American tectonic plate. See 
 DG4821.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4821
 DG4821.The horizontal coordinates are valid at the epoch date displayed above
 DG4821.which is a decimal equivalence of Year/Month/Day.
 DG4821
 DG4821.The orthometric height was determined by GPS observations and a
 DG4821.high-resolution geoid model using precise GPS observation and
 DG4821.processing techniques.
 DG4821
 DG4821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4821.GEOID18 height accuracy estimate available here.
 DG4821
 DG4821.Click photographs - Photos may exist for this station.
 DG4821
 DG4821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4821
 DG4821.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4821
 DG4821.The ellipsoidal height was determined by GPS observations
 DG4821.and is referenced to NAD 83.
 DG4821
 DG4821. The following values were computed from the NAD 83(2011) position.
 DG4821
 DG4821;                    North         East     Units Scale Factor Converg.
 DG4821;SPC WI S     -    80,085.284   647,721.456   MT  1.00000284   +0 24 01.1
 DG4821;SPC WI S     -   262,746.47  2,125,066.14   sFT  1.00000284   +0 24 01.1
 DG4821;UTM  16      - 4,732,488.292   302,063.012   MT  1.00008204   -1 38 25.8
 DG4821
 DG4821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4821!SPC WI S     -   0.99996614  x   1.00000284  =   0.99996898
 DG4821!UTM  16      -   0.99996614  x   1.00008204  =   1.00004817
 DG4821
 DG4821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0206332488(NAD 83)
 DG4821
 DG4821                          SUPERSEDED SURVEY CONTROL
 DG4821
 DG4821  NAD 83(2007)-  42 43 09.81474(N)    089 25 02.62620(W) AD(2002.00) 0
 DG4821  ELLIP H (02/10/07)  215.973  (m)                       GP(2002.00)    
 DG4821  NAD 83(1997)-  42 43 09.81457(N)    089 25 02.62654(W) AD(       ) 1
 DG4821  ELLIP H (04/02/04)  215.993  (m)                       GP(       ) 4 1
 DG4821  NAVD 88 (07/26/07)  249.82   (m)  UNKNOWN  model used  GPS OBS        
 DG4821  NAVD 88 (04/02/04)  249.80   (m)  GEOID03  model used  GPS OBS        
 DG4821
 DG4821.Superseded values are not recommended for survey control.
 DG4821
 DG4821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4821.See file dsdata.pdf to determine how the superseded data were derived.
 DG4821
 DG4821_MARKER: DD = SURVEY DISK
 DG4821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4821_STAMPING: ALBANY C GPS 2002
 DG4821_MARK LOGO: WIDT
 DG4821_PROJECTION: FLUSH
 DG4821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4821+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2007
 DG4821
 DG4821  HISTORY     - Date     Condition        Report By
 DG4821  HISTORY     - 2001     MONUMENTED       WIDT
 DG4821  HISTORY     - 20040416 GOOD             USPSQD
 DG4821  HISTORY     - 20070911 GOOD             WIDT
 DG4821
 DG4821                          STATION DESCRIPTION
 DG4821
 DG4821'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4821'THE STATION IS LOCATED ABOUT 23 KM NORTHEAST OF MONROE, 14 KM
 DG4821'EAST-SOUTHEAST OF MONTICELLO, AND 2 KM EAST NORTHEAST OF ALBANY.
 DG4821'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4821'STATION FROM THE JUNCTION OF STATE HIGHWAY 59  WITH STATE HIGHWAY 104
 DG4821'ABOUT 5 KM EAST OF THE VILLIAGE OF ALBANY, GO WEST ON STATE HIGHWAY 59
 DG4821'FOR 3.2 KM TO EDMUNDS ROAD ON THE RIGHT, CONTINUE WEST ON STATE
 DG4821'HIGHWAY 59 FOR 0.8 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DG4821'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DG4821'STATION DISK SET IN TOP OF A 41-CM CONCRETE POST SET TO A DEPTH OF 2.4
 DG4821'M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.1 M
 DG4821'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 59, 0.9 KM EAST OF SUBURBAN
 DG4821'DRIVE, 0.4 KM EAST OF PRIVATE ENTRANCE --W1202--, 24 M SOUTH-SOUTHWEST
 DG4821'OF POWER POLE --189322--, AND 1.6 M NORTH OF THE NORTHEAST CORNER
 DG4821'FENCE POST.  ---NOTE---THE STATION IS NORTH, EAST AND  WEST OF THREE
 DG4821'ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DG4821'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DG4821'HORIZON.
 DG4821
 DG4821                          STATION RECOVERY (2004)
 DG4821
 DG4821'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4821'RECOVERED IN GOOD CONDITION.
 DG4821
 DG4821                          STATION RECOVERY (2007)
 DG4821
 DG4821'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4821'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 13.3 M
 DG4821'EAST-NORTHEAST OF POWER POLE --3-9-22 25/26--.  ---NOTE1--- POWER POLE
 DG4821'189322-- IN THE 2001 DESCRIPTION HAS BEEN REMOVED.  ---NOTE2--- THERE
 DG4821'ARE NO VISIBLE OBSTRUCTIONS AT THIS STATION EXCEPT FOR A POWER POLE TO
 DG4821'THE WEST-SOUTHWEST EXTENDING TO 40 DEGREES ABOVE THE HORIZON AND POWER
 DG4821'LINES OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9435 ***********************************************************************
 DF9435  DESIGNATION -  ALBANY GPS
 DF9435  PID         -  DF9435
 DF9435  STATE/COUNTY-  WI/ROCK
 DF9435  COUNTRY     -  US
 DF9435  USGS QUAD   -  ORFORDVILLE (2018)
 DF9435
 DF9435                         *CURRENT SURVEY CONTROL
 DF9435  ______________________________________________________________________
 DF9435* NAD 83(2011) POSITION- 42 44 11.36687(N) 089 22 05.73900(W)   ADJUSTED
 DF9435* NAD 83(2011) ELLIP HT-   231.381 (meters)        (06/27/12)   ADJUSTED
 DF9435* NAD 83(2011) EPOCH   -  2010.00
 DF9435* NAVD 88 ORTHO HEIGHT -   265.315 (meters)      870.45  (feet) ADJUSTED
 DF9435  ______________________________________________________________________
 DF9435  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 DF9435  NAD 83(2011) X  -     51,733.030 (meters)                     COMP
 DF9435  NAD 83(2011) Y  - -4,691,753.079 (meters)                     COMP
 DF9435  NAD 83(2011) Z  -  4,306,203.824 (meters)                     COMP
 DF9435  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 DF9435  DYNAMIC HEIGHT  -        265.236 (meters)      870.20  (feet) COMP
 DF9435  MODELED GRAVITY -    980,316.8   (mgal)                       NAVD 88
 DF9435
 DF9435  VERT ORDER      -  SECOND    CLASS I
 DF9435
 DF9435  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9435  Standards:
 DF9435         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9435            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9435  -------------------------------------------------------------------
 DF9435  NETWORK    0.29   0.39           0.13   0.10   0.20      0.02778765
 DF9435  -------------------------------------------------------------------
 DF9435  Click here for local accuracies and other accuracy information.
 DF9435
 DF9435.The horizontal coordinates were established by GPS observations
 DF9435.and adjusted by the National Geodetic Survey in June 2012.
 DF9435
 DF9435.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9435.been affixed to the stable North American tectonic plate. See 
 DF9435.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9435
 DF9435.The horizontal coordinates are valid at the epoch date displayed above
 DF9435.which is a decimal equivalence of Year/Month/Day.
 DF9435
 DF9435.The orthometric height was determined by differential leveling and
 DF9435.adjusted by the WI DEPT OF TRANSP
 DF9435.in May 2012.
 DF9435
 DF9435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9435.GEOID18 height accuracy estimate available here.
 DF9435
 DF9435.Click photographs - Photos may exist for this station.
 DF9435
 DF9435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9435
 DF9435.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9435
 DF9435.The ellipsoidal height was determined by GPS observations
 DF9435.and is referenced to NAD 83.
 DF9435
 DF9435.The dynamic height is computed by dividing the NAVD 88
 DF9435.geopotential number by the normal gravity value computed on the
 DF9435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9435.degrees latitude (g = 980.6199 gals.).
 DF9435
 DF9435.The modeled gravity was interpolated from observed gravity values.
 DF9435
 DF9435. The following values were computed from the NAD 83(2011) position.
 DF9435
 DF9435;                    North         East     Units Scale Factor Converg.
 DF9435;SPC WI S     -    82,013.890   651,731.677   MT  0.99999936   +0 26 02.7
 DF9435;SPC WI S     -   269,073.90  2,138,223.01   sFT  0.99999936   +0 26 02.7
 DF9435;UTM  16      - 4,734,272.959   306,139.675   MT  1.00006238   -1 36 27.6
 DF9435
 DF9435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9435!SPC WI S     -   0.99996371  x   0.99999936  =   0.99996307
 DF9435!UTM  16      -   0.99996371  x   1.00006238  =   1.00002609
 DF9435
 DF9435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0613934272(NAD 83)
 DF9435
 DF9435                          SUPERSEDED SURVEY CONTROL
 DF9435
 DF9435  NAD 83(2007)-  42 44 11.36687(N)    089 22 05.73991(W) AD(2002.00) 0
 DF9435  ELLIP H (02/10/07)  231.410  (m)                       GP(2002.00)    
 DF9435  NAD 83(1997)-  42 44 11.36676(N)    089 22 05.74028(W) AD(       ) B
 DF9435  ELLIP H (04/02/04)  231.429  (m)                       GP(       ) 3 1
 DF9435  NAVD 88             265.30   (m)          870.4    (f) LEVELING    3  
 DF9435  NAVD 88 (04/20/07)  265.297  (m)          870.40   (f) SUPERSEDED  2 1
 DF9435  NAVD 88             265.28   (m)          870.3    (f) LEVELING    3  
 DF9435  NAVD 88 (02/25/04)  265.279  (m)          870.34   (f) SUPERSEDED  2 1
 DF9435
 DF9435.Superseded values are not recommended for survey control.
 DF9435
 DF9435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9435.See file dsdata.pdf to determine how the superseded data were derived.
 DF9435
 DF9435_MARKER: DD = SURVEY DISK
 DF9435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9435_STAMPING: ALBANY GPS 1992
 DF9435_MARK LOGO: WI-105
 DF9435_PROJECTION: FLUSH
 DF9435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9435+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2014
 DF9435
 DF9435  HISTORY     - Date     Condition        Report By
 DF9435  HISTORY     - 1992     MONUMENTED       WI-105
 DF9435  HISTORY     - 2001     GOOD             WIDT
 DF9435  HISTORY     - 20040411 GOOD             USPSQD
 DF9435  HISTORY     - 20061022 GOOD             USPSQD
 DF9435  HISTORY     - 20070813 GOOD             WIDT
 DF9435  HISTORY     - 20140422 GOOD             WIDT
 DF9435
 DF9435                          STATION DESCRIPTION
 DF9435
 DF9435'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9435'THE STATION IS LOCATED ABOUT 29 KM WEST-NORTHWEST OF JANESVILLE, 27
 DF9435'KM NORTHEAST OF MONROE, AND 6 KM NORTHEAST OF ALBANY AT THE NORTH
 DF9435'JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 104 ABOUT 7 KM
 DF9435'SOUTHWEST OF THE CITY OF EVANSVILLE.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9435'OF TRANSPORTATION. THE STATION IS A BRONZE ROCK COUNTY GEODETIC
 DF9435'CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST,
 DF9435'SET TO A DEPTH OF 1.8 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.
 DF9435'THE STATION IS 34.6 M NORTHEAST OF METAL POLE --NSTH 104 4400 NSTH 59
 DF9435'RD 4300--, 18.9 M EAST OF THE CENTERLINE OF STATE HIGHWAY 104, AND
 DF9435'10.3 M WEST OF THE CENTERLINE OF STATE HIGHWAY 59.  ---NOTE---THE
 DF9435'STATION IS 1.0 M SOUTHWEST, SOUTHEAST, AND NORTHWEST OF THREE ORANGE
 DF9435'4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9435'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9435
 DF9435                          STATION RECOVERY (2004)
 DF9435
 DF9435'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9435'RECOVERED IN GOOD CONDITION.
 DF9435
 DF9435                          STATION RECOVERY (2006)
 DF9435
 DF9435'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9435'RECOVERED IN GOOD CONDITION.
 DF9435
 DF9435                          STATION RECOVERY (2007)
 DF9435
 DF9435'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9435'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS RECESSED 18 CM
 DF9435'BELOW GROUND LEVEL.
 DF9435
 DF9435                          STATION RECOVERY (2014)
 DF9435
 DF9435'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DF9435'A TRANSPORTATION IMPROVEMENT PROJECT MODIFIED THE INTERSECTION OF
 DF9435'STATE HIGHWAY 59 EAST WITH STATE HIGHWAY 104, REMOVING THE SEPARATED
 DF9435'NORTHBOUND RIGHT-TURN LANE THAT LEAD TO EASTBOUND STATE HIGHWAY 59.
 DF9435'THE STATION IS 18.7 M (61.4 FT) EAST OF THE CENTERLINE OF STATE
 DF9435'HIGHWAY 104 AND IS ABOUT LEVEL WITH HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9436 ***********************************************************************
 DF9436  DESIGNATION -  ALBANY GPS AZ MK
 DF9436  PID         -  DF9436
 DF9436  STATE/COUNTY-  WI/GREEN
 DF9436  COUNTRY     -  US
 DF9436  USGS QUAD   -  ALBANY (2018)
 DF9436
 DF9436                         *CURRENT SURVEY CONTROL
 DF9436  ______________________________________________________________________
 DF9436* NAD 83(1986) POSITION- 42 44 03.3    (N) 089 22 40.5    (W)   HD_HELD2
 DF9436* NAVD 88 ORTHO HEIGHT -   267.090 (meters)      876.28  (feet) ADJUSTED
 DF9436  ______________________________________________________________________
 DF9436  GEOID HEIGHT    -        -33.923 (meters)                     GEOID18
 DF9436  DYNAMIC HEIGHT  -        267.010 (meters)      876.02  (feet) COMP
 DF9436  MODELED GRAVITY -    980,316.6   (mgal)                       NAVD 88
 DF9436
 DF9436  VERT ORDER      -  SECOND    CLASS I
 DF9436
 DF9436.The horizontal coordinates were established by autonomous hand held GPS
 DF9436.observations and have an estimated accuracy of +/- 10 meters.
 DF9436
 DF9436.The orthometric height was determined by differential leveling and
 DF9436.adjusted by the WI DEPT OF TRANSP
 DF9436.in May 2012.
 DF9436
 DF9436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9436.GEOID18 height accuracy estimate available here.
 DF9436
 DF9436.Click photographs - Photos may exist for this station.
 DF9436
 DF9436.The dynamic height is computed by dividing the NAVD 88
 DF9436.geopotential number by the normal gravity value computed on the
 DF9436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9436.degrees latitude (g = 980.6199 gals.).
 DF9436
 DF9436.The modeled gravity was interpolated from observed gravity values.
 DF9436
 DF9436;                    North         East    Units  Estimated Accuracy
 DF9436;SPC WI S     -    81,759.      650,943.      MT  (+/- 10 meters HH2 GPS)
 DF9436
 DF9436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0534234046(NAD 83)
 DF9436
 DF9436                          SUPERSEDED SURVEY CONTROL
 DF9436
 DF9436  NAVD 88 (04/20/07)  267.072  (m)          876.22   (f) SUPERSEDED  2 1
 DF9436  NAVD 88 (02/25/04)  267.054  (m)          876.16   (f) SUPERSEDED  2 1
 DF9436
 DF9436.Superseded values are not recommended for survey control.
 DF9436
 DF9436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9436.See file dsdata.pdf to determine how the superseded data were derived.
 DF9436
 DF9436_MARKER: DZ = AZIMUTH MARK DISK
 DF9436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9436_STAMPING: ALBANY GPS 1992
 DF9436_MARK LOGO: WI-105
 DF9436_PROJECTION: FLUSH
 DF9436_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9436+STABILITY: SURFACE MOTION
 DF9436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9436+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2007
 DF9436
 DF9436  HISTORY     - Date     Condition        Report By
 DF9436  HISTORY     - 1992     MONUMENTED       WI-105
 DF9436  HISTORY     - 2001     GOOD             WIDT
 DF9436  HISTORY     - 20040416 GOOD             USPSQD
 DF9436  HISTORY     - 20070911 GOOD             WIDT
 DF9436
 DF9436                          STATION DESCRIPTION
 DF9436
 DF9436'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9436'THE STATION IS LOCATED ABOUT 29 KM WEST-NORTHWEST OF JANESVILLE, 27
 DF9436'KM NORTHEAST OF MONROE AND 6 KM NORTHEAST OF ALBANY. OWNERSHIP--TOWN
 DF9436'OF ALBANY. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59
 DF9436'WITH STATE HIGHWAY 104 ABOUT 7.5 KM SOUTHWEST OF THE CITY OF
 DF9436'EVANSVILLE, GO SOUTH ON STATE HIGHWAY 59 FOR 0.2 KM TO DUNPHY ROAD ON
 DF9436'THE RIGHT, TURN RIGHT AND GO WEST ON DUNPHY ROAD FOR 0.7 KM TO THE
 DF9436'STATION ON THE LEFT. THE STATION IS A BRONZE ROCK COUNTY GEODETIC
 DF9436'CONTROL MARK DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST
 DF9436'SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE
 DF9436'STATION IS 6.9 M SOUTH OF THE CENTERLINE OF DUNPHY ROAD, 53.3 M
 DF9436'WEST-SOUTHWEST OF TELEPHONE PEDISTAL --331 9--, 32.0 M EAST OF
 DF9436'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W302--, AND 2.0 M NORTH OF
 DF9436'BARBED WIRE FENCE.  ---NOTE---THE STATION IS 0.5 M NORTH OF AN ORANGE
 DF9436'FIBERGLASS WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9436'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9436
 DF9436                          STATION RECOVERY (2004)
 DF9436
 DF9436'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9436'RECOVERED IN GOOD CONDITION.  NOTE-- THE FIBERGLASS WITNESS POST IS
 DF9436'SHREADED AND LYING ON THE GROUND.
 DF9436
 DF9436                          STATION RECOVERY (2007)
 DF9436
 DF9436'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9436'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 69 M WEST OF THE
 DF9436'CENTERLINE OF BLARNEY STONE DRIVE, 22.3 M EAST OF THE CENTERLINE OF A
 DF9436'FIELD ENTRANCE, AND 1.0 M EAST AND 1.0 M WEST OF TWO WHITE PLASTIC
 DF9436'WITNESS POSTS.  ---NOTE1-- THE MONUMENT IS RECESSED 10 CM BELOW GROUND
 DF9436'LEVEL.  ---NOTE2--- AN OLD CHUNK OF CONCRETE HAS BEEN REMOVED FROM THE
 DF9436'NORTHWEST EDGE OF THE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9781 ***********************************************************************
 DF9781  DESIGNATION -  ALBANY W GPS
 DF9781  PID         -  DF9781
 DF9781  STATE/COUNTY-  WI/GREEN
 DF9781  COUNTRY     -  US
 DF9781  USGS QUAD   -  ALBANY (2018)
 DF9781
 DF9781                         *CURRENT SURVEY CONTROL
 DF9781  ______________________________________________________________________
 DF9781* NAD 83(2011) POSITION- 42 44 28.41796(N) 089 29 10.71400(W)   ADJUSTED
 DF9781* NAD 83(2011) ELLIP HT-   217.237 (meters)        (06/27/12)   ADJUSTED
 DF9781* NAD 83(2011) EPOCH   -  2010.00
 DF9781* NAVD 88 ORTHO HEIGHT -   251.108 (meters)      823.84  (feet) ADJUSTED
 DF9781  ______________________________________________________________________
 DF9781  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 DF9781  NAD 83(2011) X  -     42,063.040 (meters)                     COMP
 DF9781  NAD 83(2011) Y  - -4,691,482.242 (meters)                     COMP
 DF9781  NAD 83(2011) Z  -  4,306,580.677 (meters)                     COMP
 DF9781  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 DF9781  DYNAMIC HEIGHT  -        251.034 (meters)      823.60  (feet) COMP
 DF9781  MODELED GRAVITY -    980,319.9   (mgal)                       NAVD 88
 DF9781
 DF9781  VERT ORDER      -  SECOND    CLASS I
 DF9781
 DF9781  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9781  Standards:
 DF9781         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9781            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9781  -------------------------------------------------------------------
 DF9781  NETWORK    0.30   0.41           0.14   0.10   0.21      0.02209570
 DF9781  -------------------------------------------------------------------
 DF9781  Click here for local accuracies and other accuracy information.
 DF9781
 DF9781.The horizontal coordinates were established by GPS observations
 DF9781.and adjusted by the National Geodetic Survey in June 2012.
 DF9781
 DF9781.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9781.been affixed to the stable North American tectonic plate. See 
 DF9781.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9781
 DF9781.The horizontal coordinates are valid at the epoch date displayed above
 DF9781.which is a decimal equivalence of Year/Month/Day.
 DF9781
 DF9781.The orthometric height was determined by differential leveling and
 DF9781.adjusted by the WI DEPT OF TRANSP
 DF9781.in May 2012.
 DF9781
 DF9781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9781.GEOID18 height accuracy estimate available here.
 DF9781
 DF9781.Click photographs - Photos may exist for this station.
 DF9781
 DF9781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9781
 DF9781.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9781
 DF9781.The ellipsoidal height was determined by GPS observations
 DF9781.and is referenced to NAD 83.
 DF9781
 DF9781.The dynamic height is computed by dividing the NAVD 88
 DF9781.geopotential number by the normal gravity value computed on the
 DF9781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9781.degrees latitude (g = 980.6199 gals.).
 DF9781
 DF9781.The modeled gravity was interpolated from observed gravity values.
 DF9781
 DF9781. The following values were computed from the NAD 83(2011) position.
 DF9781
 DF9781;                    North         East     Units Scale Factor Converg.
 DF9781;SPC WI S     -    82,473.644   642,061.841   MT  0.99999842   +0 21 10.7
 DF9781;SPC WI S     -   270,582.28  2,106,497.89   sFT  0.99999842   +0 21 10.7
 DF9781;UTM  16      - 4,735,076.938   296,491.514   MT  1.00010955   -1 41 16.8
 DF9781
 DF9781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9781!SPC WI S     -   0.99996593  x   0.99999842  =   0.99996435
 DF9781!UTM  16      -   0.99996593  x   1.00010955  =   1.00007548
 DF9781
 DF9781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9649135076(NAD 83)
 DF9781
 DF9781                          SUPERSEDED SURVEY CONTROL
 DF9781
 DF9781  NAD 83(2007)-  42 44 28.41801(N)    089 29 10.71492(W) AD(2002.00) 0
 DF9781  ELLIP H (02/10/07)  217.268  (m)                       GP(2002.00)    
 DF9781  NAD 83(1997)-  42 44 28.41775(N)    089 29 10.71523(W) AD(       ) 1
 DF9781  ELLIP H (04/02/04)  217.291  (m)                       GP(       ) 4 1
 DF9781  NAVD 88             251.09   (m)          823.8    (f) LEVELING    3  
 DF9781  NAVD 88 (04/20/07)  251.091  (m)          823.79   (f) SUPERSEDED  2 1
 DF9781  NAVD 88             251.07   (m)          823.7    (f) LEVELING    3  
 DF9781  NAVD 88 (02/25/04)  251.069  (m)          823.72   (f) SUPERSEDED  2 1
 DF9781
 DF9781.Superseded values are not recommended for survey control.
 DF9781
 DF9781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9781.See file dsdata.pdf to determine how the superseded data were derived.
 DF9781
 DF9781_MARKER: DD = SURVEY DISK
 DF9781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9781_STAMPING: ALBANY W GPS 2002
 DF9781_MARK LOGO: WIDT
 DF9781_PROJECTION: FLUSH
 DF9781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9781+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DF9781
 DF9781  HISTORY     - Date     Condition        Report By
 DF9781  HISTORY     - 2001     MONUMENTED       WIDT
 DF9781  HISTORY     - 20040413 GOOD             USPSQD
 DF9781  HISTORY     - 20070913 GOOD             WIDT
 DF9781
 DF9781                          STATION DESCRIPTION
 DF9781
 DF9781'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9781'THE STATION IS LOCATED ABOUT 20 KM NORTHEAST OF MONROE, 8 KM EAST OF
 DF9781'MONTICELLO AND 5 KM NORTHWEST OF ALBANY.  OWNERSHIP--GREEN COUNTY. TO
 DF9781'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69 WITH COUNTY
 DF9781'HIGHWAY F ((EAST LAKE AVENUE)(FORMERLY STATE HIGHWAY 39) IN THE
 DF9781'VILLAGE OF MONTICELLO, GO EAST ON COUNTY HIGHWAY F FOR 1.7 KM TO
 DF9781'COUNTY HIGHWAY EE ON THE LEFT, TURN LEFT AND CONTINUE EAST ON COUNTY
 DF9781'HIGHWAY EE FOR 6.7 KM TO TRUMPY ROAD ON THE LEFT, CONTINUE EAST ON
 DF9781'COUNTY HIGHWAY EE FOR 1.3 KM TO THE STATION ON THE LEFT. THE STATION
 DF9781'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9781'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9781'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9781'THE STATION IS 9.5 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY EE,
 DF9781'49.4 M SOUTHEAST OF POWER POLE --3-9-18  2/52--, 48.9 M WEST OF A
 DF9781'1.5-M DIAMETER CORRUGATED METAL CULVERT PIPE, 31.3 M NORTHEAST OF
 DF9781'POWER POLE --3-9-18  0/53--, AND 4 M SOUTH OF A CULTIVATED FIELD.
 DF9781'---NOTE---THE STATION SI SOUTH, WEST AND EAST OF THREE ORANGE 4X4
 DF9781'PLASTIC WITNESS POSTS.    ---NOTE---THIS STATION HAS NO VISIBLE
 DF9781'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES.
 DF9781
 DF9781                          STATION RECOVERY (2004)
 DF9781
 DF9781'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9781'RECOVERED IN GOOD CONDITION.
 DF9781
 DF9781                          STATION RECOVERY (2007)
 DF9781
 DF9781'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9781'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 35.5 M EAST OF THE
 DF9781'EXTENDED CENTERLINE OF A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7076 ***********************************************************************
 DN7076  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7076  DESIGNATION -  ALBANY W GPS
 DN7076  PID         -  DN7076
 DN7076  STATE/COUNTY-  WI/PEPIN
 DN7076  COUNTRY     -  US
 DN7076  USGS QUAD   -  ROCK FALLS (2018)
 DN7076
 DN7076                         *CURRENT SURVEY CONTROL
 DN7076  ______________________________________________________________________
 DN7076* NAD 83(2011) POSITION- 44 38 49.92321(N) 091 43 59.96690(W)   ADJUSTED
 DN7076* NAD 83(2011) ELLIP HT-   276.846 (meters)        (04/15/13)   ADJUSTED
 DN7076* NAD 83(2011) EPOCH   -  2010.00
 DN7076* NAVD 88 ORTHO HEIGHT -   307.50  (meters)     1008.9   (feet) GPS OBS
 DN7076  ______________________________________________________________________
 DN7076  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7076  GEOID HEIGHT    -        -30.658 (meters)                     GEOID12A
 DN7076  GEOID HEIGHT    -        -30.657 (meters)                     GEOID18
 DN7076  NAD 83(2011) X  -   -137,488.196 (meters)                     COMP
 DN7076  NAD 83(2011) Y  - -4,543,345.306 (meters)                     COMP
 DN7076  NAD 83(2011) Z  -  4,459,734.973 (meters)                     COMP
 DN7076  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 DN7076
 DN7076  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7076  Standards:
 DN7076         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7076            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7076  -------------------------------------------------------------------
 DN7076  NETWORK    0.53   1.00           0.24   0.19   0.51      0.10406181
 DN7076  -------------------------------------------------------------------
 DN7076  Click here for local accuracies and other accuracy information.
 DN7076
 DN7076.The horizontal coordinates were established by GPS observations
 DN7076.and adjusted by the National Geodetic Survey in April 2013.
 DN7076
 DN7076.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7076.been affixed to the stable North American tectonic plate. See 
 DN7076.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7076
 DN7076.The horizontal coordinates are valid at the epoch date displayed above
 DN7076.which is a decimal equivalence of Year/Month/Day.
 DN7076
 DN7076.The orthometric height was determined by GPS observations and a
 DN7076.high-resolution geoid model using precise GPS observation and
 DN7076.processing techniques.
 DN7076
 DN7076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7076.GEOID18 height accuracy estimate available here.
 DN7076
 DN7076.Click photographs - Photos may exist for this station.
 DN7076
 DN7076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7076
 DN7076.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7076
 DN7076.The ellipsoidal height was determined by GPS observations
 DN7076.and is referenced to NAD 83.
 DN7076
 DN7076. The following values were computed from the NAD 83(2011) position.
 DN7076
 DN7076;                    North         East     Units Scale Factor Converg.
 DN7076;SPC WI C     -    91,902.775   462,514.290   MT  0.99994865   -1 13 22.8
 DN7076;SPC WI C     -   301,517.69  1,517,432.30   sFT  0.99994865   -1 13 22.8
 DN7076;UTM  15      - 4,944,540.419   600,444.299   MT  0.99972407   +0 53 24.8
 DN7076
 DN7076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7076!SPC WI C     -   0.99995659  x   0.99994865  =   0.99990525
 DN7076!UTM  15      -   0.99995659  x   0.99972407  =   0.99968068
 DN7076
 DN7076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0044444540(NAD 83)
 DN7076
 DN7076                          SUPERSEDED SURVEY CONTROL
 DN7076
 DN7076  NAD 83(2007)-  44 38 49.92328(N)    091 43 59.96766(W) AD(2002.00) 1
 DN7076  ELLIP H (04/06/12)  276.878  (m)                       GP(2002.00) 1 1
 DN7076
 DN7076.Superseded values are not recommended for survey control.
 DN7076
 DN7076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7076.See file dsdata.pdf to determine how the superseded data were derived.
 DN7076
 DN7076_MARKER: DD = SURVEY DISK
 DN7076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7076_STAMPING: ALBANY W GPS 2005
 DN7076_MARK LOGO: WIDT
 DN7076_PROJECTION: FLUSH
 DN7076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7076+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 DN7076
 DN7076  HISTORY     - Date     Condition        Report By
 DN7076  HISTORY     - 2005     MONUMENTED       WIDT
 DN7076  HISTORY     - 20070820 GOOD             WIDT
 DN7076
 DN7076                          STATION DESCRIPTION
 DN7076
 DN7076'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7076'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DN7076'HIGHWAY R (FORMERLY COUNTY HIGHWAY A) TO THE WEST AND ALBANY K TO THE
 DN7076'EAST ABOUT 6 MI (9.7 KM) NORTH OF THE CITY OF MONDOVI, GO WEST ON
 DN7076'COUNTY HIGHWAY RIGHT FOR 3.0 MI (4.8 KM) TO COUNTY HIGHWAY WEST ON THE
 DN7076'LEFT.  TURN LEFT AND GO SOUTH THEN WEST ON COUNTY HIGHWAY WEST FOR
 DN7076'0.55 MI (0.9 KM) TO THE STATION ON THE RIGHT.
 DN7076'
 DN7076'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7076'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7076'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M
 DN7076'(3.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 8.9 M (29.2
 DN7076'FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY WEST, 9.7 M (31.8 FT)
 DN7076'EAST OF A WOODEN POST, 1.2 M (3.9 FT) SOUTH OF A WIRE FENCE AND 1.0 M
 DN7076'(3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DN7076'WITNESS POST.
 DN7076'
 DN7076'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7076'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0565 ***********************************************************************
 QN0565  DESIGNATION -  ALBERT
 QN0565  PID         -  QN0565
 QN0565  STATE/COUNTY-  WI/CHIPPEWA
 QN0565  COUNTRY     -  US
 QN0565  USGS QUAD   -  COMO CREEK (2018)
 QN0565
 QN0565                         *CURRENT SURVEY CONTROL
 QN0565  ______________________________________________________________________
 QN0565* NAD 83(1996) POSITION- 45 00 08.45125(N) 091 35 28.35939(W)   ADJUSTED
 QN0565* NAVD 88 ORTHO HEIGHT -   395.0   (meters)     1296.    (feet) VERTCON3
 QN0565  ______________________________________________________________________
 QN0565  GEOID HEIGHT    -        -30.842 (meters)                     GEOID18
 QN0565  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 QN0565  HORZ ORDER      -  FIRST
 QN0565
 QN0565.The horizontal coordinates were established by classical geodetic methods
 QN0565.and adjusted by the National Geodetic Survey in March 1999.
 QN0565
 QN0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0565
 QN0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0565.GEOID18 height accuracy estimate available here.
 QN0565
 QN0565.Click photographs - Photos may exist for this station.
 QN0565
 QN0565.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0565
 QN0565. The following values were computed from the NAD 83(1996) position.
 QN0565
 QN0565;                    North         East     Units Scale Factor Converg.
 QN0565;SPC WI C     -   131,129.055   474,558.340   MT  0.99994312   -1 07 21.8
 QN0565;SPC WI C     -   430,212.57  1,556,946.82   sFT  0.99994312   -1 07 21.8
 QN0565;UTM  15      - 4,984,176.522   611,029.610   MT  0.99975158   +0 59 46.7
 QN0565
 QN0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0565!SPC WI C     -   0.99994290  x   0.99994312  =   0.99988603
 QN0565!UTM  15      -   0.99994290  x   0.99975158  =   0.99969450
 QN0565
 QN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1102984176(NAD 83)
 QN0565
 QN0565|---------------------------------------------------------------------|
 QN0565| PID    Reference Object                     Distance      Geod. Az  |
 QN0565|                                                           dddmmss.s |
 QN0565| CJ4177 ALBERT RM 1                           8.233 METERS 08832     |
 QN0565| CJ4178 ALBERT RM 2                           9.345 METERS 15353     |
 QN0565|---------------------------------------------------------------------|
 QN0565
 QN0565                          SUPERSEDED SURVEY CONTROL
 QN0565
 QN0565  NAD 83(1991)-  45 00 08.44981(N)    091 35 28.36004(W) AD(       ) 1
 QN0565  NAD 83(1986)-  45 00 08.44291(N)    091 35 28.37229(W) AD(       ) 1
 QN0565  NAD 27      -  45 00 08.58300(N)    091 35 27.77200(W) AD(       ) 1
 QN0565  NGVD 29 (07/19/86)  395.0    (m)         1296.     (f) VERT ANG       
 QN0565
 QN0565.Superseded values are not recommended for survey control.
 QN0565
 QN0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0565.See file dsdata.pdf to determine how the superseded data were derived.
 QN0565
 QN0565_MARKER: DS = TRIANGULATION STATION DISK
 QN0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0565_STAMPING: ALBERT 1934
 QN0565_MARK LOGO: CGS
 QN0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0565+STABILITY: SURFACE MOTION
 QN0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0565+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 QN0565
 QN0565  HISTORY     - Date     Condition        Report By
 QN0565  HISTORY     - 1934     MONUMENTED       CGS
 QN0565  HISTORY     - 1972     GOOD             USGS
 QN0565  HISTORY     - 20030609 GOOD             USPSQD
 QN0565
 QN0565                          STATION DESCRIPTION
 QN0565
 QN0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0565'THIS STATION IS ABOUT 10 MILES NORTHWEST OF CHIPPEWA FALLS,
 QN0565'ABOUT 10 MILES SOUTHWEST OF BLOOMER, ABOUT 6 MILES EAST OF COLFAX,
 QN0565'AND ABOUT 1/2 MILE SOUTH-SOUTHWEST OF THE JUNCTION OF STATE
 QN0565'HIGHWAY 40 AND COUNTY HIGHWAY B, IN THE NORTHEAST QUARTER SEC.
 QN0565'16, T. 29 N., R. 10 W., ON LAND OWNED BY CHARLES DACHEL.  THE
 QN0565'STATION IS ON THE HIGHEST POINT OF THE SOUTHERLY AND WESTERLY
 QN0565'OF THREE LOCALLY PROMINENT KNOLLS.  IT IS ABOUT 75 FEET EAST OF
 QN0565'THE BREAK OF THE SLOPE AT THE WEST END OF THE HILL.  THE TOP
 QN0565'OF THE HILL IS COVERED WITH SCRUB OAK TREES.  THE MARK
 QN0565'PROJECTS 5 INCHES.
 QN0565'
 QN0565'TO REACH FROM BLOOMER, GO WEST AND SOUTH ON STATE HIGHWAY 40 FOR
 QN0565'11.1 MILES TO THE JUNCTION OF HIGHWAY 40 AND COUNTY HIGHWAY B,
 QN0565'THENCE WEST ON HIGHWAY 40 FOR 0.15 MILE TO A LANE LEADING SOUTH AT
 QN0565'THE SUMMIT OF THE ROAD GRADE.  FOLLOW LANE SOUTH THROUGH WOODS
 QN0565'AND CULTIVATED FIELD FOR ABOUT 0.3 MILE, THENCE EAST ACROSS
 QN0565'FIELD ABOUT 1/4 MILE TO THE BASE OF THE HILL, THENCE UP HILL
 QN0565'ABOUT 100 YARDS TO THE STATION AT THE TOP.
 QN0565'
 QN0565'TO REACH FROM CHIPPEWA FALLS, FROM THE JUNCTION OF U.S. HIGHWAY
 QN0565'53 AND COUNTY HIGHWAY N GO WEST ON HIGHWAY N FOR 7.75 MILES TO
 QN0565'ITS JUNCTION WITH COUNTY HIGHWAY T, THENCE NORTH ON HIGHWAY T FOR
 QN0565'4.6 MILES TO ITS JUNCTION WITH COUNTY HIGHWAY B, THENCE WEST
 QN0565'ON HIGHWAY B FOR 2.25 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 QN0565'40, THENCE AS ABOVE.
 QN0565'
 QN0565'REFERENCE MARK NO. 1 IS EAST OF THE STATION ABOUT 15 FEET NORTH
 QN0565'OF THE CREST OF THE RIDGE, AND PROJECTS 10 INCHES.
 QN0565'
 QN0565'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION ON THE SOUTH
 QN0565'SLOPE OF THE HILL, AND PROJECTS 10 INCHES.
 QN0565'
 QN0565'NO AZIMUTH MARK WAS SET.
 QN0565'
 QN0565'STATION STROM IS VISIBLE FROM THE GROUND.
 QN0565'
 QN0565'LIGHTS 26 FEET ABOVE STATION DACHEL, 25 FEET ABOVE STATION
 QN0565'SCHNIDER, AND 20 FEET ABOVE STATION ELK MOUND ARE VISIBLE FROM THE
 QN0565'GROUND.
 QN0565'
 QN0565'HEIGHT OF LIGHT ABOVE STATION MARK - 8 FEET.
 QN0565
 QN0565                          STATION RECOVERY (1972)
 QN0565
 QN0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JSA)
 QN0565'STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 QN0565'RECOVERED IN GOOD CONDITION.
 QN0565'
 QN0565'THE OLD DESCRIPTION IS ADEQUATE EXCEPT LOCATED NEAR SE/4 OF SEC. 9.
 QN0565
 QN0565                          STATION RECOVERY (2003)
 QN0565
 QN0565'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEK)
 QN0565'CARSONITE WITNESS MARKER PLACED 3 FT. NORTH OF STATION MARK.
 QN0565'PROPERTY OWNER IS CHARLES SECROW.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1306 ***********************************************************************
 NH1306  DESIGNATION -  ALBION
 NH1306  PID         -  NH1306
 NH1306  STATE/COUNTY-  WI/DANE
 NH1306  COUNTRY     -  US
 NH1306  USGS QUAD   -  EDGERTON (2018)
 NH1306
 NH1306                         *CURRENT SURVEY CONTROL
 NH1306  ______________________________________________________________________
 NH1306* NAD 83(1991) POSITION- 42 51 39.82066(N) 089 03 29.86861(W)   ADJUSTED
 NH1306* NAVD 88 ORTHO HEIGHT -   274.58  (+/-2cm)      900.9   (feet) VERTCON3
 NH1306  ______________________________________________________________________
 NH1306  GEOID HEIGHT    -        -34.150 (meters)                     GEOID18
 NH1306  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 NH1306  HORZ ORDER      -  SECOND
 NH1306  VERT ORDER      -  THIRD ? (See Below)
 NH1306
 NH1306.The horizontal coordinates were established by classical geodetic methods
 NH1306.and adjusted by the National Geodetic Survey in November 1991.
 NH1306
 NH1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1306
 NH1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1306.GEOID18 height accuracy estimate available here.
 NH1306
 NH1306.The vertical order pertains to the NGVD 29 superseded value.
 NH1306
 NH1306.Click photographs - Photos may exist for this station.
 NH1306
 NH1306.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1306
 NH1306. The following values were computed from the NAD 83(1991) position.
 NH1306
 NH1306;                    North         East     Units Scale Factor Converg.
 NH1306;SPC WI S     -    96,090.694   676,956.746   MT  0.99997670   +0 38 49.4
 NH1306;SPC WI S     -   315,257.55  2,220,982.26   sFT  0.99997670   +0 38 49.4
 NH1306;UTM  16      - 4,747,441.009   331,851.343   MT  0.99994785   -1 24 01.5
 NH1306
 NH1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1306!SPC WI S     -   0.99996230  x   0.99997670  =   0.99993900
 NH1306!UTM  16      -   0.99996230  x   0.99994785  =   0.99991015
 NH1306
 NH1306:                Primary Azimuth Mark                     Grid Az
 NH1306:SPC WI S     -  ALBION AZ MK                             033 19 10.1
 NH1306:UTM  16      -  ALBION AZ MK                             035 22 01.0
 NH1306
 NH1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3185147441(NAD 83)
 NH1306
 NH1306|---------------------------------------------------------------------|
 NH1306| PID    Reference Object                     Distance      Geod. Az  |
 NH1306|                                                           dddmmss.s |
 NH1306| CI8880 ALBION AZ MK                                       0335759.5 |
 NH1306| CI8881 ALBION RM 1                          19.690 METERS 17725     |
 NH1306| NH1304 EDGERTON HWY TRAILER CO TANK        APPROX. 3.5 KM 1892314.6 |
 NH1306| NH1305 EDGERTON MUNICIPAL STANDPIPE        APPROX. 3.7 KM 1940657.3 |
 NH1306| NH1629 ALBION RM 2                          22.817 METERS 30325     |
 NH1306| NH1316 UTICA RADIO STA KSE 29 TOWER        APPROX.13.1 KM 3283156.0 |
 NH1306|---------------------------------------------------------------------|
 NH1306
 NH1306                          SUPERSEDED SURVEY CONTROL
 NH1306
 NH1306  NAD 83(1986)-  42 51 39.81219(N)    089 03 29.87247(W) AD(       ) 2
 NH1306  NAD 27      -  42 51 39.79140(N)    089 03 29.46640(W) AD(       ) 2
 NH1306  NGVD 29             274.62   (m)          901.0    (f) LEVELING    3  
 NH1306
 NH1306.Superseded values are not recommended for survey control.
 NH1306
 NH1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1306.See file dsdata.pdf to determine how the superseded data were derived.
 NH1306
 NH1306_MARKER: DS = TRIANGULATION STATION DISK
 NH1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1306_STAMPING: ALBION 1957
 NH1306_MARK LOGO: CGS
 NH1306_PROJECTION: RECESSED 36 CENTIMETERS
 NH1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1306+STABILITY: SURFACE MOTION
 NH1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH1306+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 NH1306
 NH1306  HISTORY     - Date     Condition        Report By
 NH1306  HISTORY     - 1957     MONUMENTED       CGS
 NH1306  HISTORY     - 1974     GOOD             LOCENG
 NH1306  HISTORY     - 20020611 GOOD             JCLS
 NH1306  HISTORY     - 20020614 GOOD             JCLS
 NH1306  HISTORY     - 20060420 GOOD             JCLS
 NH1306
 NH1306                          STATION DESCRIPTION
 NH1306
 NH1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1306'THE STATION IS ABOUT 2 MILES NORTH OF THE CENTER OF EDGERTON,
 NH1306'1-1/4 MILES SOUTH-SOUTHEAST OF THE SETTLEMENT OF ALBION,
 NH1306'ON THE WEST SIDE OF U.S. HIGHWAY 51, ON PROPERTY OWNED BY
 NH1306'MR. MC GINNITY.  IT IS 53 FEET WEST OF THE CENTERLINE OF
 NH1306'HIGHWAY 51, 39 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 NH1306'DRIVEWAY AND 4.5 FEET WEST OF A WHITE WITNESS POST.  THE
 NH1306'MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 NH1306'DISK IS STAMPED ALBION 1957.
 NH1306'
 NH1306'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 NH1306'AND STATE HIGHWAYS 59 AND 73 IN THE CENTER OF EDGERTON, GO
 NH1306'NORTH ON HIGHWAY 51 AND HIGHWAY 73 FOR 2.1 MILES TO A GRAVELED
 NH1306'DRIVEWAY ON THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 NH1306'
 NH1306'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NH1306'HIGHWAYS 51 AND 73 FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT
 NH1306'FORK AND GO NORTHEAST ON HIGHWAY 73 FOR 0.25 MILE TO THE
 NH1306'MARK ON THE RIGHT.
 NH1306'
 NH1306'REFERENCE MARK 1 IS 50 FEET WEST OF THE CENTERLINE OF THE
 NH1306'HIGHWAY AND 63 FEET SOUTH OF A WHITE WITNESS POST.  THE
 NH1306'MONUMENT IS FLUSH AND THE DISK IS STAMPED ALBION NO 1 1957.
 NH1306'
 NH1306'REFERENCE MARK 2 IS 117 FEET WEST OF THE CENTERLINE OF THE
 NH1306'HIGHWAY AND 13 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 NH1306'DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1306'ALBION NO 2 1957.
 NH1306'
 NH1306'THE AZIMUTH MARK IS 34 FEET SOUTHEAST OF THE CENTERLINE OF
 NH1306'STATE HIGHWAY 73, 1 FOOT WEST OF A TELEPHONE POLE AND 2 FEET
 NH1306'WEST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 NH1306'DISK IS STAMPED ALBION 1957.
 NH1306'
 NH1306'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1306
 NH1306                          STATION RECOVERY (1974)
 NH1306
 NH1306'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (ATS)
 NH1306'RECOVERED BY ROYAL OAK ENGINEERING INC
 NH1306'
 NH1306'ALBION-GOOD, SAVE.  CONDITION, NO WITNESS POST
 NH1306'
 NH1306'REF 1-OK NO WITNESS POSTS
 NH1306'
 NH1306'REF 2-NOW 4 IN BELOW SURFACE NO WITNESS POSTS
 NH1306'
 NH1306'DID NOT LOOK FOR AZ DID NOT HAVE TIME WILL DO SO LATER
 NH1306
 NH1306                          STATION RECOVERY (2002)
 NH1306
 NH1306'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 NH1306'RECOVERED IN GOOD CONDITION.
 NH1306
 NH1306                          STATION RECOVERY (2002)
 NH1306
 NH1306'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 NH1306'RECOVERED IN GOOD CONDITION.
 NH1306
 NH1306                          STATION RECOVERY (2006)
 NH1306
 NH1306'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 NH1306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5166 ***********************************************************************
 DK5166  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5166  DESIGNATION -  ALBION GPS
 DK5166  PID         -  DK5166
 DK5166  STATE/COUNTY-  WI/JACKSON
 DK5166  COUNTRY     -  US
 DK5166  USGS QUAD   -  TAYLOR (2018)
 DK5166
 DK5166                         *CURRENT SURVEY CONTROL
 DK5166  ______________________________________________________________________
 DK5166* NAD 83(2011) POSITION- 44 17 52.10101(N) 091 00 12.88594(W)   ADJUSTED
 DK5166* NAD 83(2011) ELLIP HT-   272.877 (meters)        (06/27/12)   ADJUSTED
 DK5166* NAD 83(2011) EPOCH   -  2010.00
 DK5166* NAVD 88 ORTHO HEIGHT -   305.30  (meters)     1001.6   (feet) GPS OBS
 DK5166  ______________________________________________________________________
 DK5166  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5166  GEOID HEIGHT    -        -32.417 (meters)                     GEOID12A
 DK5166  GEOID HEIGHT    -        -32.410 (meters)                     GEOID18
 DK5166  NAD 83(2011) X  -    -80,088.898 (meters)                     COMP
 DK5166  NAD 83(2011) Y  - -4,571,921.714 (meters)                     COMP
 DK5166  NAD 83(2011) Z  -  4,432,025.826 (meters)                     COMP
 DK5166  LAPLACE CORR    -         -7.26  (seconds)                    DEFLEC18
 DK5166
 DK5166  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5166  Standards:
 DK5166         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5166            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5166  -------------------------------------------------------------------
 DK5166  NETWORK    0.30   0.29           0.14   0.10   0.15      0.07393137
 DK5166  -------------------------------------------------------------------
 DK5166  Click here for local accuracies and other accuracy information.
 DK5166
 DK5166.The horizontal coordinates were established by GPS observations
 DK5166.and adjusted by the National Geodetic Survey in June 2012.
 DK5166
 DK5166.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5166.been affixed to the stable North American tectonic plate. See 
 DK5166.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5166
 DK5166.The horizontal coordinates are valid at the epoch date displayed above
 DK5166.which is a decimal equivalence of Year/Month/Day.
 DK5166
 DK5166.The orthometric height was determined by GPS observations and a
 DK5166.high-resolution geoid model using precise GPS observation and
 DK5166.processing techniques.
 DK5166
 DK5166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5166.GEOID18 height accuracy estimate available here.
 DK5166
 DK5166.Click photographs - Photos may exist for this station.
 DK5166
 DK5166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5166
 DK5166.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5166
 DK5166.The ellipsoidal height was determined by GPS observations
 DK5166.and is referenced to NAD 83.
 DK5166
 DK5166. The following values were computed from the NAD 83(2011) position.
 DK5166
 DK5166;                    North         East     Units Scale Factor Converg.
 DK5166;SPC WI C     -    52,106.269   519,913.162   MT  0.99999131   -0 42 29.2
 DK5166;SPC WI C     -   170,951.98  1,705,748.43   sFT  0.99999131   -0 42 29.2
 DK5166;UTM  15      - 4,906,888.508   659,259.301   MT  0.99991193   +1 23 40.4
 DK5166
 DK5166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5166!SPC WI C     -   0.99995721  x   0.99999131  =   0.99994853
 DK5166!UTM  15      -   0.99995721  x   0.99991193  =   0.99986915
 DK5166
 DK5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5925906888(NAD 83)
 DK5166
 DK5166                          SUPERSEDED SURVEY CONTROL
 DK5166
 DK5166  NAD 83(2007)-  44 17 52.10109(N)    091 00 12.88684(W) AD(2002.00) 1
 DK5166  ELLIP H (07/29/08)  272.906  (m)                       GP(2002.00) 3 1
 DK5166  NAVD 88 (07/29/08)  305.27   (m)  GEOID03  model used  GPS OBS        
 DK5166
 DK5166.Superseded values are not recommended for survey control.
 DK5166
 DK5166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5166.See file dsdata.pdf to determine how the superseded data were derived.
 DK5166
 DK5166_MARKER: DD = SURVEY DISK
 DK5166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5166_STAMPING: ALBION GPS 1993 JTE
 DK5166_MARK LOGO: WI-053
 DK5166_PROJECTION: FLUSH
 DK5166_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5166+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 DK5166
 DK5166  HISTORY     - Date     Condition        Report By
 DK5166  HISTORY     - 1993     MONUMENTED       WI-053
 DK5166  HISTORY     - 20061101 GOOD             WIDT
 DK5166  HISTORY     - 20110914 GOOD             WIDT
 DK5166
 DK5166                          STATION DESCRIPTION
 DK5166
 DK5166'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5166'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DK5166'HIGHWAY X TO THE SOUTH AND LINCOLN ROAD TO THE NORTH ABOUT 10 MI (16.1
 DK5166'KM) WEST OF THE CITY OF BLACK RIVER FALLS, GO EASTERLY ON COUNTY
 DK5166'HIGHWAY P FOR 3.4 MI (5.5 KM) TO NICHOLS ROAD ON THE RIGHT AND ROSE
 DK5166'HILL ROAD ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS A
 DK5166'BRONZE JACKSON COUNTY SURVEY MONUMENT DISK SET IN THE TOP OF A 35-CM
 DK5166'(14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY
 DK5166'ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 18.0 M
 DK5166'(59.1 FT) NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY P, 9.9 M
 DK5166'(32.5 FT) EAST OF THE CENTERLINE OF ROSE HILL ROAD, 8.3 M (27.2 FT)
 DK5166'NORTH OF A TELEPHONE PEDESTAL --3487--, 1.4 M (4.6 FT) NORTHEAST OF A
 DK5166'GRAY PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) SOUTH AND NORTHWEST OF
 DK5166'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5166'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5166'HORIZON.
 DK5166
 DK5166                          STATION RECOVERY (2011)
 DK5166
 DK5166'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4999 ***********************************************************************
 DG4999  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4999  DESIGNATION -  ALBION N GPS
 DG4999  PID         -  DG4999
 DG4999  STATE/COUNTY-  WI/DANE
 DG4999  COUNTRY     -  US
 DG4999  USGS QUAD   -  ROCKDALE (2018)
 DG4999
 DG4999                         *CURRENT SURVEY CONTROL
 DG4999  ______________________________________________________________________
 DG4999* NAD 83(2011) POSITION- 42 55 12.32443(N) 089 03 16.59710(W)   ADJUSTED
 DG4999* NAD 83(2011) ELLIP HT-   234.101 (meters)        (06/27/12)   ADJUSTED
 DG4999* NAD 83(2011) EPOCH   -  2010.00
 DG4999* NAVD 88 ORTHO HEIGHT -   268.33  (meters)      880.3   (feet) GPS OBS
 DG4999  ______________________________________________________________________
 DG4999  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4999  GEOID HEIGHT    -        -34.235 (meters)                     GEOID12A
 DG4999  GEOID HEIGHT    -        -34.236 (meters)                     GEOID18
 DG4999  NAD 83(2011) X  -     77,187.139 (meters)                     COMP
 DG4999  NAD 83(2011) Y  - -4,677,537.734 (meters)                     COMP
 DG4999  NAD 83(2011) Z  -  4,321,164.478 (meters)                     COMP
 DG4999  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 DG4999
 DG4999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4999  Standards:
 DG4999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4999  -------------------------------------------------------------------
 DG4999  NETWORK    0.29   0.35           0.13   0.10   0.18      0.04966874
 DG4999  -------------------------------------------------------------------
 DG4999  Click here for local accuracies and other accuracy information.
 DG4999
 DG4999.The horizontal coordinates were established by GPS observations
 DG4999.and adjusted by the National Geodetic Survey in June 2012.
 DG4999
 DG4999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4999.been affixed to the stable North American tectonic plate. See 
 DG4999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4999
 DG4999.The horizontal coordinates are valid at the epoch date displayed above
 DG4999.which is a decimal equivalence of Year/Month/Day.
 DG4999
 DG4999.The orthometric height was determined by GPS observations and a
 DG4999.high-resolution geoid model using precise GPS observation and
 DG4999.processing techniques.
 DG4999
 DG4999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4999.GEOID18 height accuracy estimate available here.
 DG4999
 DG4999.Click photographs - Photos may exist for this station.
 DG4999
 DG4999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4999
 DG4999.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4999
 DG4999.The ellipsoidal height was determined by GPS observations
 DG4999.and is referenced to NAD 83.
 DG4999
 DG4999. The following values were computed from the NAD 83(2011) position.
 DG4999
 DG4999;                    North         East     Units Scale Factor Converg.
 DG4999;SPC WI S     -   102,651.046   677,183.658   MT  0.99996759   +0 38 58.5
 DG4999;SPC WI S     -   336,780.97  2,221,726.72   sFT  0.99996759   +0 38 58.5
 DG4999;UTM  16      - 4,753,988.895   332,312.574   MT  0.99994594   -1 23 58.1
 DG4999
 DG4999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4999!SPC WI S     -   0.99996329  x   0.99996759  =   0.99993088
 DG4999!UTM  16      -   0.99996329  x   0.99994594  =   0.99990923
 DG4999
 DG4999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3231253988(NAD 83)
 DG4999
 DG4999                          SUPERSEDED SURVEY CONTROL
 DG4999
 DG4999  NAD 83(2007)-  42 55 12.32444(N)    089 03 16.59803(W) AD(2002.00) 0
 DG4999  ELLIP H (02/10/07)  234.131  (m)                       GP(2002.00)    
 DG4999  NAD 83(1997)-  42 55 12.32434(N)    089 03 16.59834(W) AD(       ) 1
 DG4999  ELLIP H (04/02/04)  234.134  (m)                       GP(       ) 4 1
 DG4999  NAVD 88 (07/26/07)  268.31   (m)  UNKNOWN  model used  GPS OBS        
 DG4999  NAVD 88 (04/02/04)  268.28   (m)  GEOID03  model used  GPS OBS        
 DG4999
 DG4999.Superseded values are not recommended for survey control.
 DG4999
 DG4999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4999.See file dsdata.pdf to determine how the superseded data were derived.
 DG4999
 DG4999_MARKER: DD = SURVEY DISK
 DG4999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4999_STAMPING: ALBION N GPS 2002
 DG4999_MARK LOGO: WIDT
 DG4999_PROJECTION: FLUSH
 DG4999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4999+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DG4999
 DG4999  HISTORY     - Date     Condition        Report By
 DG4999  HISTORY     - 2001     MONUMENTED       WIDT
 DG4999  HISTORY     - 20070802 GOOD             WIDT
 DG4999  HISTORY     - 20080530 GOOD             WIDT
 DG4999  HISTORY     - 20120705 GOOD             WIDT
 DG4999
 DG4999                          STATION DESCRIPTION
 DG4999
 DG4999'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4999'THE STATION IS LOCATED ABOUT 18 KM WEST OF FORT ATKINSON, 13 KM EAST
 DG4999'OF STOUGHTON, AND 9 KM NORTH OF EDGERTON.  OWNERSHIP--TOWN OF ALBION.
 DG4999'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH STATE
 DG4999'HIGHWAY 106 ABOUT 5 KM NORTH OF THE CITY OF EDGERTON, GO NORTH ON
 DG4999'STATE HIGHWAY 73 FOR 4.3 KM TO AARBACK ROAD, TURN RIGHT AND GO EAST ON
 DG4999'AARBACK ROAD FOR 0.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DG4999'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DG4999'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DG4999'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DG4999'7.1 M SOUTH OF THE CENTERLINE OF AARBACK ROAD, 1.0 KM WEST OF HILLSIDE
 DG4999'ROAD, 73 M WEST OF A 60-CM DIAMETER CORRUGATED METAL CULVERT PIPE,
 DG4999'42.8 M EAST-SOUTHEAST OF TELEPHONE POLE --15-12-3  46/0--, AND 2 M
 DG4999'NORTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH,
 DG4999'NORTHWEST AND NORTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DG4999'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4999'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4999
 DG4999                          STATION RECOVERY (2007)
 DG4999
 DG4999'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4999'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 0.4 M
 DG4999'BELOW ROAD LEVEL.
 DG4999
 DG4999                          STATION RECOVERY (2008)
 DG4999
 DG4999'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DG4999'RECOVERED IN GOOD CONDITION.  REPLACED ONE BROKEN GUARD POST.  THE
 DG4999'STATION IS 1.0 M SOUTH, 1.0 M NORTHEAST, AND 1.0 M NORTHWEST OF THREE
 DG4999'4X4 ORANGE PLASTIC GUARD POSTS.
 DG4999
 DG4999                          STATION RECOVERY (2012)
 DG4999
 DG4999'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DG4999'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4600 ***********************************************************************
 DJ4600  DESIGNATION -  ALBION NE GPS
 DJ4600  PID         -  DJ4600
 DJ4600  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4600  COUNTRY     -  US
 DJ4600  USGS QUAD   -  STRUM (2018)
 DJ4600
 DJ4600                         *CURRENT SURVEY CONTROL
 DJ4600  ______________________________________________________________________
 DJ4600* NAD 83(2011) POSITION- 44 35 02.21732(N) 091 26 17.31224(W)   ADJUSTED
 DJ4600* NAD 83(2011) ELLIP HT-   260.087 (meters)        (06/27/12)   ADJUSTED
 DJ4600* NAD 83(2011) EPOCH   -  2010.00
 DJ4600* NAVD 88 ORTHO HEIGHT -   291.104 (meters)      955.06  (feet) ADJUSTED
 DJ4600  ______________________________________________________________________
 DJ4600  GEOID HEIGHT    -        -31.017 (meters)                     GEOID18
 DJ4600  NAD 83(2011) X  -   -114,203.241 (meters)                     COMP
 DJ4600  NAD 83(2011) Y  - -4,548,916.708 (meters)                     COMP
 DJ4600  NAD 83(2011) Z  -  4,454,719.650 (meters)                     COMP
 DJ4600  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 DJ4600  DYNAMIC HEIGHT  -        291.071 (meters)      954.96  (feet) COMP
 DJ4600  MODELED GRAVITY -    980,496.4   (mgal)                       NAVD 88
 DJ4600
 DJ4600  VERT ORDER      -  SECOND    CLASS I
 DJ4600
 DJ4600  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4600  Standards:
 DJ4600         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4600            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4600  -------------------------------------------------------------------
 DJ4600  NETWORK    0.33   0.31           0.15   0.12   0.16      0.06313804
 DJ4600  -------------------------------------------------------------------
 DJ4600  Click here for local accuracies and other accuracy information.
 DJ4600
 DJ4600.The horizontal coordinates were established by GPS observations
 DJ4600.and adjusted by the National Geodetic Survey in June 2012.
 DJ4600
 DJ4600.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4600.been affixed to the stable North American tectonic plate. See 
 DJ4600.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4600
 DJ4600.The horizontal coordinates are valid at the epoch date displayed above
 DJ4600.which is a decimal equivalence of Year/Month/Day.
 DJ4600
 DJ4600.The orthometric height was determined by differential leveling and
 DJ4600.adjusted by the WI DEPT OF TRANSP
 DJ4600.in May 2012.
 DJ4600
 DJ4600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4600.GEOID18 height accuracy estimate available here.
 DJ4600
 DJ4600.Click photographs - Photos may exist for this station.
 DJ4600
 DJ4600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4600
 DJ4600.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4600
 DJ4600.The ellipsoidal height was determined by GPS observations
 DJ4600.and is referenced to NAD 83.
 DJ4600
 DJ4600.The dynamic height is computed by dividing the NAVD 88
 DJ4600.geopotential number by the normal gravity value computed on the
 DJ4600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4600.degrees latitude (g = 980.6199 gals.).
 DJ4600
 DJ4600.The modeled gravity was interpolated from observed gravity values.
 DJ4600
 DJ4600. The following values were computed from the NAD 83(2011) position.
 DJ4600
 DJ4600;                    North         East     Units Scale Factor Converg.
 DJ4600;SPC WI C     -    84,418.211   485,800.681   MT  0.99995364   -1 00 53.0
 DJ4600;SPC WI C     -   276,962.08  1,593,831.07   sFT  0.99995364   -1 00 53.0
 DJ4600;UTM  15      - 4,937,920.509   623,986.122   MT  0.99978904   +1 05 47.4
 DJ4600
 DJ4600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4600!SPC WI C     -   0.99995922  x   0.99995364  =   0.99991286
 DJ4600!UTM  15      -   0.99995922  x   0.99978904  =   0.99974827
 DJ4600
 DJ4600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2398637920(NAD 83)
 DJ4600
 DJ4600                          SUPERSEDED SURVEY CONTROL
 DJ4600
 DJ4600  ELLIP H (01/19/10)  260.117  (m)                       GP(       ) 3 1
 DJ4600  NAD 83(2007)-  44 35 02.21748(N)    091 26 17.31306(W) AD(2002.00) 1
 DJ4600  ELLIP H (07/29/08)  260.115  (m)                       GP(2002.00) 3 1
 DJ4600  NAVD 88             291.09   (m)          955.0    (f) LEVELING    3  
 DJ4600  NAVD 88 (07/08/08)  291.092  (m)          955.02   (f) SUPERSEDED  2 1
 DJ4600
 DJ4600.Superseded values are not recommended for survey control.
 DJ4600
 DJ4600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4600.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4600
 DJ4600_MARKER: DD = SURVEY DISK
 DJ4600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4600_STAMPING: ALBION NE GPS 1992
 DJ4600_MARK LOGO: WI-121
 DJ4600_PROJECTION: FLUSH
 DJ4600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4600+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DJ4600
 DJ4600  HISTORY     - Date     Condition        Report By
 DJ4600  HISTORY     - 1992     MONUMENTED       WI-035
 DJ4600  HISTORY     - 20061106 GOOD             WIDT
 DJ4600  HISTORY     - 20111019 GOOD             WIDT
 DJ4600
 DJ4600                          STATION DESCRIPTION
 DJ4600
 DJ4600'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4600'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (MONDOVI
 DJ4600'STREET) WITH STATE HIGHWAY 93 (MAIN STREET) IN THE VILLAGE OF ELEVA,
 DJ4600'GO NORTH ON STATE HIGHWAY 93 (MAIN STREET) FOR 0.4 MI (0.6 KM) TO
 DJ4600'COUNTY HIGHWAY U ON THE RIGHT, TURN RIGHT AND GO EAST ON COUNTY
 DJ4600'HIGHWAY U FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF COUNTY HIGHWAY U ON
 DJ4600'THE LEFT, STERRY ROAD ON THE RIGHT, AND MILAND LANE STRAIGHT AHEAD,
 DJ4600'TURN LEFT AND GO NORTH ON COUNTY HIGHWAY U FOR 0.15 MI (0.2 KM) TO THE
 DJ4600'STATION ON THE LEFT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY
 DJ4600'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 30-CM (12 INCH)
 DJ4600'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DJ4600'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.8 M (32.2 FT) WEST OF THE
 DJ4600'CENTERLINE OF COUNTY HIGHWAY U, 59 M (193.6 FT) NORTH OF A WOOD POST
 DJ4600'FOR A --STOP AHEAD-- SIGN, 19.1 M (62.7 FT) WEST-NORTHWEST OF A POWER
 DJ4600'POLE, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF AN ORANGE
 DJ4600'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4600'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4600
 DJ4600                          STATION RECOVERY (2011)
 DJ4600
 DJ4600'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4600'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4601 ***********************************************************************
 DJ4601  DESIGNATION -  ALBION NE GPS AZ MK
 DJ4601  PID         -  DJ4601
 DJ4601  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4601  COUNTRY     -  US
 DJ4601  USGS QUAD   -  STRUM (2018)
 DJ4601
 DJ4601                         *CURRENT SURVEY CONTROL
 DJ4601  ______________________________________________________________________
 DJ4601* NAD 83(1986) POSITION- 44 35 31.7    (N) 091 26 16.6    (W)   HD_HELD2
 DJ4601* NAVD 88 ORTHO HEIGHT -   292.140 (meters)      958.46  (feet) ADJUSTED
 DJ4601  ______________________________________________________________________
 DJ4601  GEOID HEIGHT    -        -31.014 (meters)                     GEOID18
 DJ4601  DYNAMIC HEIGHT  -        292.107 (meters)      958.35  (feet) COMP
 DJ4601  MODELED GRAVITY -    980,496.8   (mgal)                       NAVD 88
 DJ4601
 DJ4601  VERT ORDER      -  SECOND    CLASS I
 DJ4601
 DJ4601.The horizontal coordinates were established by autonomous hand held GPS
 DJ4601.observations and have an estimated accuracy of +/- 10 meters.
 DJ4601
 DJ4601.The orthometric height was determined by differential leveling and
 DJ4601.adjusted by the WI DEPT OF TRANSP
 DJ4601.in May 2012.
 DJ4601
 DJ4601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4601.GEOID18 height accuracy estimate available here.
 DJ4601
 DJ4601.Click photographs - Photos may exist for this station.
 DJ4601
 DJ4601.The dynamic height is computed by dividing the NAVD 88
 DJ4601.geopotential number by the normal gravity value computed on the
 DJ4601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4601.degrees latitude (g = 980.6199 gals.).
 DJ4601
 DJ4601.The modeled gravity was interpolated from observed gravity values.
 DJ4601
 DJ4601;                    North         East    Units  Estimated Accuracy
 DJ4601;SPC WI C     -    85,328.      485,833.      MT  (+/- 10 meters HH2 GPS)
 DJ4601
 DJ4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2398438830(NAD 83)
 DJ4601
 DJ4601                          SUPERSEDED SURVEY CONTROL
 DJ4601
 DJ4601  NAVD 88 (07/08/08)  292.128  (m)          958.42   (f) SUPERSEDED  2 1
 DJ4601
 DJ4601.Superseded values are not recommended for survey control.
 DJ4601
 DJ4601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4601.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4601
 DJ4601_MARKER: DZ = AZIMUTH MARK DISK
 DJ4601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4601_STAMPING: ALBION NE GPS 1992
 DJ4601_MARK LOGO: WI-121
 DJ4601_PROJECTION: FLUSH
 DJ4601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4601+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DJ4601
 DJ4601  HISTORY     - Date     Condition        Report By
 DJ4601  HISTORY     - 1992     MONUMENTED       WI-035
 DJ4601  HISTORY     - 20060714 GOOD             WIDT
 DJ4601  HISTORY     - 20111019 GOOD             WIDT
 DJ4601
 DJ4601                          STATION DESCRIPTION
 DJ4601
 DJ4601'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4601'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (MONDOVI
 DJ4601'STREET) WITH STATE HIGHWAY 93 (MAIN STREET) IN THE VILLAGE OF ELEVA,
 DJ4601'GO NORTH ON STATE HIGHWAY 93 (MAIN STREET) FOR 0.4 MI (0.6 KM) TO
 DJ4601'COUNTY HIGHWAY U ON THE RIGHT, TURN RIGHT AND GO EAST ON COUNTY
 DJ4601'HIGHWAY U FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF COUNTY HIGHWAY U ON
 DJ4601'THE LEFT, STERRY ROAD ON THE RIGHT, AND MILAND LANE STRAIGHT AHEAD,
 DJ4601'TURN LEFT AND GO NORTH ON COUNTY HIGHWAY U FOR 0.5 MI (0.8 KM) TO THE
 DJ4601'JUNCTION OF COUNTY HIGHWAY I STRAIGHT AHEAD (NORTH) WITH COUNTY
 DJ4601'HIGHWAY U ON THE RIGHT, CONTINUE NORTH ON COUNTY HIGHWAY I FOR 0.25 MI
 DJ4601'(0.4 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4601'TREMPEALEAU COUNTY GEODETIC CONTROL AZIMUTH MARKER DISK SET IN THE TOP
 DJ4601'OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4601'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4601'5.5 M (18.0 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY I, 35.1 M
 DJ4601'(115.2 FT) NORTHEAST OF A POWER POLE, 5 M (16.4 FT) WEST OF AN
 DJ4601'AGRICULTURAL FIELD, AND 0.65 M (2.1 FT) WEST OF A GREEN METAL WITNESS
 DJ4601'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4601'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4601
 DJ4601                          STATION RECOVERY (2011)
 DJ4601
 DJ4601'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4601'NOTE - - STATION IS 1 M (3.3 FT) NORTH AND SOUTH OF A WHITE PLASTIC
 DJ4601'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5312 ***********************************************************************
 DK5312  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5312  DESIGNATION -  ALBION NW GPS AZ MK
 DK5312  PID         -  DK5312
 DK5312  STATE/COUNTY-  WI/TREMPEALEAU
 DK5312  COUNTRY     -  US
 DK5312  USGS QUAD   -  ROSSMAN CREEK (2018)
 DK5312
 DK5312                         *CURRENT SURVEY CONTROL
 DK5312  ______________________________________________________________________
 DK5312* NAD 83(2011) POSITION- 44 35 21.33635(N) 091 30 31.58788(W)   ADJUSTED
 DK5312* NAD 83(2011) ELLIP HT-   255.067 (meters)        (06/27/12)   ADJUSTED
 DK5312* NAD 83(2011) EPOCH   -  2010.00
 DK5312* NAVD 88 ORTHO HEIGHT -   286.00  (meters)      938.3   (feet) GPS OBS
 DK5312  ______________________________________________________________________
 DK5312  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5312  GEOID HEIGHT    -        -30.934 (meters)                     GEOID12A
 DK5312  GEOID HEIGHT    -        -30.927 (meters)                     GEOID18
 DK5312  NAD 83(2011) X  -   -119,799.887 (meters)                     COMP
 DK5312  NAD 83(2011) Y  - -4,548,354.734 (meters)                     COMP
 DK5312  NAD 83(2011) Z  -  4,455,136.450 (meters)                     COMP
 DK5312  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 DK5312
 DK5312  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5312  Standards:
 DK5312         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5312            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5312  -------------------------------------------------------------------
 DK5312  NETWORK    0.38   0.35           0.17   0.14   0.18     -0.00885279
 DK5312  -------------------------------------------------------------------
 DK5312  Click here for local accuracies and other accuracy information.
 DK5312
 DK5312.The horizontal coordinates were established by GPS observations
 DK5312.and adjusted by the National Geodetic Survey in June 2012.
 DK5312
 DK5312.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5312.been affixed to the stable North American tectonic plate. See 
 DK5312.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5312
 DK5312.The horizontal coordinates are valid at the epoch date displayed above
 DK5312.which is a decimal equivalence of Year/Month/Day.
 DK5312
 DK5312.The orthometric height was determined by GPS observations and a
 DK5312.high-resolution geoid model using precise GPS observation and
 DK5312.processing techniques.
 DK5312
 DK5312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5312.GEOID18 height accuracy estimate available here.
 DK5312
 DK5312.Click photographs - Photos may exist for this station.
 DK5312
 DK5312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5312
 DK5312.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5312
 DK5312.The ellipsoidal height was determined by GPS observations
 DK5312.and is referenced to NAD 83.
 DK5312
 DK5312. The following values were computed from the NAD 83(2011) position.
 DK5312
 DK5312;                    North         East     Units Scale Factor Converg.
 DK5312;SPC WI C     -    85,110.012   480,203.553   MT  0.99995318   -1 03 52.4
 DK5312;SPC WI C     -   279,231.76  1,575,467.82   sFT  0.99995318   -1 03 52.4
 DK5312;UTM  15      - 4,938,405.547   618,368.278   MT  0.99977230   +1 02 49.2
 DK5312
 DK5312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5312!SPC WI C     -   0.99996001  x   0.99995318  =   0.99991319
 DK5312!UTM  15      -   0.99996001  x   0.99977230  =   0.99973232
 DK5312
 DK5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1836838405(NAD 83)
 DK5312
 DK5312                          SUPERSEDED SURVEY CONTROL
 DK5312
 DK5312  ELLIP H (01/19/10)  255.099  (m)                       GP(       ) 3 1
 DK5312  NAD 83(2007)-  44 35 21.33649(N)    091 30 31.58869(W) AD(2002.00) 1
 DK5312  ELLIP H (07/29/08)  255.096  (m)                       GP(2002.00) 3 1
 DK5312  NAVD 88 (07/29/08)  285.98   (m)  GEOID03  model used  GPS OBS        
 DK5312
 DK5312.Superseded values are not recommended for survey control.
 DK5312
 DK5312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5312.See file dsdata.pdf to determine how the superseded data were derived.
 DK5312
 DK5312_MARKER: DZ = AZIMUTH MARK DISK
 DK5312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5312_STAMPING: ALBION NW GPS 1992
 DK5312_MARK LOGO: WI-121
 DK5312_PROJECTION: FLUSH
 DK5312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5312+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DK5312
 DK5312  HISTORY     - Date     Condition        Report By
 DK5312  HISTORY     - 1992     MONUMENTED       WI-035
 DK5312  HISTORY     - 20061106 GOOD             WIDT
 DK5312  HISTORY     - 20111019 GOOD             WIDT
 DK5312
 DK5312                          STATION DESCRIPTION
 DK5312
 DK5312'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5312'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DK5312'HIGHWAY FF TO THE NORTH AND THOMPSON ROAD TO THE SOUTH ABOUT 2 MI (3.2
 DK5312'KM) WEST OF THE VILLAGE OF ELEVA, GO NORTH ON COUNTY HIGHWAY FF FOR
 DK5312'0.5 MI (0.8 KM) TO HEATH LANE ON THE RIGHT, CONTINUE NORTH ON COUNTY
 DK5312'HIGHWAY FF FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.  THE
 DK5312'STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC CONTROL AZIMUTH MARKER
 DK5312'DISK SET IN THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST,
 DK5312'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL THE HIGHWAY PAVEMENT.  THE
 DK5312'STATION IS 8.8 M (28.9 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DK5312'FF, 45.0 M (147.6 FT) NORTH OF THE CENTERLINE OF HEATH LANE, 7.0 M
 DK5312'(23.0 FT) SOUTHWEST OF A TELEPHONE PEDESTAL --1K A 3--, AND 1.0 M (3.3
 DK5312'FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DK5312'POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DK5312'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5312
 DK5312                          STATION RECOVERY (2011)
 DK5312
 DK5312'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5312'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1629 ***********************************************************************
 NH1629  DESIGNATION -  ALBION RM 2
 NH1629  PID         -  NH1629
 NH1629  STATE/COUNTY-  WI/DANE
 NH1629  COUNTRY     -  US
 NH1629  USGS QUAD   -  EDGERTON (2018)
 NH1629
 NH1629                         *CURRENT SURVEY CONTROL
 NH1629  ______________________________________________________________________
 NH1629* NAD 83(1991) POSITION- 42 51 40.22781(N) 089 03 30.70759(W)   ADJUSTED
 NH1629* NAD 83(1991) ELLIP HT-   238.429 (meters)        (10/21/99)   ADJUSTED
 NH1629* NAVD 88 ORTHO HEIGHT -   272.5   (meters)      894.    (feet) VERTCON3
 NH1629  ______________________________________________________________________
 NH1629  GEOID HEIGHT    -        -34.150 (meters)                     GEOID18
 NH1629  NAD 83(1991) X  -     76,940.398 (meters)                     COMP
 NH1629  NAD 83(1991) Y  - -4,682,000.261 (meters)                     COMP
 NH1629  NAD 83(1991) Z  -  4,316,372.036 (meters)                     COMP
 NH1629  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 NH1629  HORZ ORDER      -  SECOND
 NH1629  ELLP ORDER      -  FOURTH    CLASS I
 NH1629
 NH1629.The horizontal coordinates were established by GPS observations
 NH1629.and adjusted by the National Geodetic Survey in November 1991.
 NH1629
 NH1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1629
 NH1629.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1629.GEOID18 height accuracy estimate available here.
 NH1629
 NH1629.Click photographs - Photos may exist for this station.
 NH1629
 NH1629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1629
 NH1629.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1629
 NH1629.The ellipsoidal height was determined by GPS observations
 NH1629.and is referenced to NAD 83.
 NH1629
 NH1629. The following values were computed from the NAD 83(1991) position.
 NH1629
 NH1629;                    North         East     Units Scale Factor Converg.
 NH1629;SPC WI S     -    96,103.041   676,937.560   MT  0.99997668   +0 38 48.8
 NH1629;SPC WI S     -   315,298.06  2,220,919.31   sFT  0.99997668   +0 38 48.8
 NH1629;UTM  16      - 4,747,454.035   331,832.611   MT  0.99994793   -1 24 02.1
 NH1629
 NH1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1629!SPC WI S     -   0.99996261  x   0.99997668  =   0.99993929
 NH1629!UTM  16      -   0.99996261  x   0.99994793  =   0.99991054
 NH1629
 NH1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3183247454(NAD 83)
 NH1629
 NH1629                          SUPERSEDED SURVEY CONTROL
 NH1629
 NH1629  NAD 83(1986)-  42 51 40.21949(N)    089 03 30.71158(W) AD(       ) 2
 NH1629  NAD 27      -  42 51 40.19871(N)    089 03 30.30549(W) AD(       ) 2
 NH1629  NGVD 29 (04/21/89)  272.6    (m)  RAPSU86  model used  GPS OBS        
 NH1629
 NH1629.Superseded values are not recommended for survey control.
 NH1629
 NH1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1629.See file dsdata.pdf to determine how the superseded data were derived.
 NH1629
 NH1629_MARKER: DR = REFERENCE MARK DISK
 NH1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1629_STAMPING: ALBION NO 2 1957
 NH1629_MARK LOGO: CGS
 NH1629_PROJECTION: FLUSH
 NH1629_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1629+STABILITY: SURFACE MOTION
 NH1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1629+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2008
 NH1629
 NH1629  HISTORY     - Date     Condition        Report By
 NH1629  HISTORY     - 1957     MONUMENTED       CGS
 NH1629  HISTORY     - 19880914 GOOD             NGS
 NH1629  HISTORY     - 20020611 GOOD             JCLS
 NH1629  HISTORY     - 20020614 GOOD             JCLS
 NH1629  HISTORY     - 20060420 GOOD             JCLS
 NH1629  HISTORY     - 20080423 GOOD             JCLS
 NH1629
 NH1629                          STATION DESCRIPTION
 NH1629
 NH1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NH1629'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF EDGERTON, 1.9
 NH1629'KM (1.20 MI) SOUTHEAST OF ALBION, 1.4 KM (0.85 MI) WEST OF INTERSTATE
 NH1629'HIGHWAY 90 AND ON PRIVATE PROPERTY.  OWNERSHIP--JAMES F. MCGINNITY,
 NH1629'123 U.S. HIGHWAY 51, EDGERTON, WI 53534, PHONE, 608-000-0000.
 NH1629'TO REACH THE STATION FROM THE JUNTION OF INTERSTATE HIGHWAY 90, STATE
 NH1629'HIGHWAY 73 AND U.S. HIGHWAY 51 SOUTH, EXIT 160, ABOUT 12.9 KM
 NH1629'(8.00 MI) EAST OF STOUGHTON, GO SOUTH ON U.S. HIGHWAY 51 FOR 1.4 KM
 NH1629'(0.85 MI) TO A GRAVEL DRIVEWAY LEADING TO MCGINNITYS APPLE ORCHARD AND
 NH1629'STATION ON THE RIGHT.
 NH1629'THE STATION IS A STANDARD CGS REFERENCE MARK DISK STAMPED---ALBION NO
 NH1629'2 1957---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 NH1629'WITH THE GROUND.  LOCATED 35.7 M (117.1 FT) WEST FROM CENTER OF
 NH1629'HIGHWAY, 4.3 M (14.1 FT) SOUTH FROM CENTER OF DRIVEWAY AND 0.3 M
 NH1629'(1.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 NH1629'DANE COUNTY PART II, WI, 1988.
 NH1629'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1629'DESCRIBED BY D.L. ADAMS.
 NH1629
 NH1629                          STATION RECOVERY (2002)
 NH1629
 NH1629'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 NH1629'RECOVERED IN GOOD CONDITION.
 NH1629
 NH1629                          STATION RECOVERY (2002)
 NH1629
 NH1629'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 NH1629'RECOVERED IN GOOD CONDITION.
 NH1629
 NH1629                          STATION RECOVERY (2006)
 NH1629
 NH1629'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 NH1629'RECOVERED IN GOOD CONDITION.
 NH1629
 NH1629                          STATION RECOVERY (2008)
 NH1629
 NH1629'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 NH1629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5086 ***********************************************************************
 DK5086  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5086  DESIGNATION -  ALBION S GPS
 DK5086  PID         -  DK5086
 DK5086  STATE/COUNTY-  WI/JACKSON
 DK5086  COUNTRY     -  US
 DK5086  USGS QUAD   -  STENULSON COULEE (2018)
 DK5086
 DK5086                         *CURRENT SURVEY CONTROL
 DK5086  ______________________________________________________________________
 DK5086* NAD 83(2011) POSITION- 44 15 26.92004(N) 090 57 07.44004(W)   ADJUSTED
 DK5086* NAD 83(2011) ELLIP HT-   263.720 (meters)        (06/27/12)   ADJUSTED
 DK5086* NAD 83(2011) EPOCH   -  2010.00
 DK5086* NAVD 88 ORTHO HEIGHT -   296.38  (meters)      972.4   (feet) GPS OBS
 DK5086  ______________________________________________________________________
 DK5086  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5086  GEOID HEIGHT    -        -32.655 (meters)                     GEOID12A
 DK5086  GEOID HEIGHT    -        -32.647 (meters)                     GEOID18
 DK5086  NAD 83(2011) X  -    -76,030.278 (meters)                     COMP
 DK5086  NAD 83(2011) Y  - -4,575,113.474 (meters)                     COMP
 DK5086  NAD 83(2011) Z  -  4,428,810.945 (meters)                     COMP
 DK5086  LAPLACE CORR    -         -8.17  (seconds)                    DEFLEC18
 DK5086
 DK5086  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5086  Standards:
 DK5086         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5086            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5086  -------------------------------------------------------------------
 DK5086  NETWORK    0.37   0.33           0.17   0.13   0.17      0.07336996
 DK5086  -------------------------------------------------------------------
 DK5086  Click here for local accuracies and other accuracy information.
 DK5086
 DK5086.The horizontal coordinates were established by GPS observations
 DK5086.and adjusted by the National Geodetic Survey in June 2012.
 DK5086
 DK5086.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5086.been affixed to the stable North American tectonic plate. See 
 DK5086.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5086
 DK5086.The horizontal coordinates are valid at the epoch date displayed above
 DK5086.which is a decimal equivalence of Year/Month/Day.
 DK5086
 DK5086.The orthometric height was determined by GPS observations and a
 DK5086.high-resolution geoid model using precise GPS observation and
 DK5086.processing techniques.
 DK5086
 DK5086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5086.GEOID18 height accuracy estimate available here.
 DK5086
 DK5086.Click photographs - Photos may exist for this station.
 DK5086
 DK5086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5086
 DK5086.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5086
 DK5086.The ellipsoidal height was determined by GPS observations
 DK5086.and is referenced to NAD 83.
 DK5086
 DK5086. The following values were computed from the NAD 83(2011) position.
 DK5086
 DK5086;                    North         East     Units Scale Factor Converg.
 DK5086;SPC WI C     -    47,575.941   523,971.211   MT  0.99999859   -0 40 18.3
 DK5086;SPC WI C     -   156,088.73  1,719,062.21   sFT  0.99999859   -0 40 18.3
 DK5086;UTM  15      - 4,902,510.398   663,480.468   MT  0.99992869   +1 25 46.3
 DK5086
 DK5086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5086!SPC WI C     -   0.99995865  x   0.99999859  =   0.99995724
 DK5086!UTM  15      -   0.99995865  x   0.99992869  =   0.99988734
 DK5086
 DK5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6348002510(NAD 83)
 DK5086
 DK5086                          SUPERSEDED SURVEY CONTROL
 DK5086
 DK5086  NAD 83(2007)-  44 15 26.92007(N)    090 57 07.44092(W) AD(2002.00) 1
 DK5086  ELLIP H (07/29/08)  263.749  (m)                       GP(2002.00) 3 1
 DK5086  NAVD 88 (07/29/08)  296.36   (m)  GEOID03  model used  GPS OBS        
 DK5086
 DK5086.Superseded values are not recommended for survey control.
 DK5086
 DK5086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5086.See file dsdata.pdf to determine how the superseded data were derived.
 DK5086
 DK5086_MARKER: DD = SURVEY DISK
 DK5086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5086_STAMPING: ALBION S GPS 2005
 DK5086_MARK LOGO: WIDT
 DK5086_PROJECTION: FLUSH
 DK5086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5086+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2011
 DK5086
 DK5086  HISTORY     - Date     Condition        Report By
 DK5086  HISTORY     - 2004     MONUMENTED       WIDT
 DK5086  HISTORY     - 20061024 GOOD             WIDT
 DK5086  HISTORY     - 20110908 GOOD             WIDT
 DK5086
 DK5086                          STATION DESCRIPTION
 DK5086
 DK5086'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5086'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DK5086'HIGHWAY C ABOUT 1 MI (1.6 KM) SOUTHWEST OF THE CITY OF BLACK RIVER
 DK5086'FALLS, GO WEST ON COUNTY HIGHWAY C FOR 4.0 MI (6.4 KM) TO HILL ROAD ON
 DK5086'THE LEFT, TURN LEFT AND GO SOUTHERLY ON HILL ROAD FOR 1.35 MI (2.2 KM)
 DK5086'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DK5086'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DK5086'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DK5086'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DK5086'THE STATION IS 7.3 M (24.0 FT) SOUTHEAST OF THE CENTERLINE OF HILL
 DK5086'ROAD, 25.7 M (84.3 FT) SOUTH OF A WOOD POST FOR A --STOP AHEAD--, 15 M
 DK5086'(49.2 FT) SOUTHWEST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 1 M
 DK5086'(3.3 FT) NORTHWEST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT)
 DK5086'NORTHEAST AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5086'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5086'THAN 15 DEGREES ABOVE THE HORIZON.
 DK5086
 DK5086                          STATION RECOVERY (2011)
 DK5086
 DK5086'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1261 ***********************************************************************
 PN1261  DESIGNATION -  ALBRIGHT
 PN1261  PID         -  PN1261
 PN1261  STATE/COUNTY-  WI/ADAMS
 PN1261  COUNTRY     -  US
 PN1261  USGS QUAD   -  ROCHE A CRI (2018)
 PN1261
 PN1261                         *CURRENT SURVEY CONTROL
 PN1261  ______________________________________________________________________
 PN1261* NAD 83(1991) POSITION- 44 01 29.01529(N) 089 52 04.36941(W)   ADJUSTED
 PN1261* NAVD 88 ORTHO HEIGHT -   286.3   (meters)      939.    (feet) VERTCON3
 PN1261  ______________________________________________________________________
 PN1261  GEOID HEIGHT    -        -35.354 (meters)                     GEOID18
 PN1261  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 PN1261  HORZ ORDER      -  SECOND
 PN1261
 PN1261.The horizontal coordinates were established by classical geodetic methods
 PN1261.and adjusted by the National Geodetic Survey in November 1991.
 PN1261
 PN1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1261
 PN1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1261.GEOID18 height accuracy estimate available here.
 PN1261
 PN1261.Click photographs - Photos may exist for this station.
 PN1261
 PN1261.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1261
 PN1261. The following values were computed from the NAD 83(1991) position.
 PN1261
 PN1261;                    North         East     Units Scale Factor Converg.
 PN1261;SPC WI S     -   224,942.867   610,592.317   MT  0.99999175   +0 05 26.8
 PN1261;SPC WI S     -   738,000.06  2,003,251.63   sFT  0.99999175   +0 05 26.8
 PN1261;UTM  16      - 4,878,618.429   270,162.348   MT  1.00024975   -1 59 38.2
 PN1261
 PN1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1261!SPC WI S     -   0.99996065  x   0.99999175  =   0.99995240
 PN1261!UTM  16      -   0.99996065  x   1.00024975  =   1.00021039
 PN1261
 PN1261:                Primary Azimuth Mark                     Grid Az
 PN1261:SPC WI S     -  FRIENDSHIP MOUND LOT                     136 04 03.0
 PN1261:UTM  16      -  FRIENDSHIP MOUND LOT                     138 09 08.0
 PN1261
 PN1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7016278618(NAD 83)
 PN1261
 PN1261|---------------------------------------------------------------------|
 PN1261| PID    Reference Object                     Distance      Geod. Az  |
 PN1261|                                                           dddmmss.s |
 PN1261| OM1243 FRIENDSHIP MOUND LOT                APPROX. 5.8 KM 1360929.8 |
 PN1261| CS5223 ALBRIGHT RM 1                        10.977 METERS 18106     |
 PN1261| CS5224 ALBRIGHT RM 2                        37.283 METERS 29627     |
 PN1261|---------------------------------------------------------------------|
 PN1261
 PN1261                          SUPERSEDED SURVEY CONTROL
 PN1261
 PN1261  NAD 83(1986)-  44 01 29.01268(N)    089 52 04.37704(W) AD(       ) 2
 PN1261  NGVD 29 (02/11/91)  286.3    (m)          939.     (f) VERT ANG       
 PN1261
 PN1261.Superseded values are not recommended for survey control.
 PN1261
 PN1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1261.See file dsdata.pdf to determine how the superseded data were derived.
 PN1261
 PN1261_MARKER: DE = TRAVERSE STATION DISK
 PN1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1261_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1261+STABILITY: SURFACE MOTION
 PN1261
 PN1261  HISTORY     - Date     Condition        Report By
 PN1261  HISTORY     - 1979     MONUMENTED       WIDT
 PN1261  HISTORY     - 19950902 GOOD             USPSQD
 PN1261  HISTORY     - 20030519 MARK NOT FOUND   USPSQD
 PN1261
 PN1261                          STATION DESCRIPTION
 PN1261
 PN1261'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1261'THE STATION IS LOCATED ALONG STH 21 ABOUT 23 MILES SOUTH SOUTHWEST OF
 PN1261'WISCONSIN RAPIDS, 17.5 MILES WEST OF COLOMA, 4 MILES NORTHWEST OF
 PN1261'FRIENDSHIP, AND 1 MILE EAST OF ARKDALE.
 PN1261'
 PN1261'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 21 ABOUT 3.5
 PN1261'MILES NORTH OF FRIENDSHIP, GO WEST ON STH 21 FOR 2.91 MILES TO THE
 PN1261'JUNCTION WITH 15TH DRIVE TO THE NORTH AND THE STATION ON THE SOUTH
 PN1261'HIGHWAY RIGHT OF WAY.
 PN1261'
 PN1261'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---ALBRIGHT 1979---.
 PN1261'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1261'CONCRETE MONUMENT WHICH IS RECESSED 12 INCHES BELOW GROUND.  IT IS 38
 PN1261'FEET NORTH OF A WOODEN RIGHT OF WAY POST, 34.5 FEET EAST OF THE SOUTH
 PN1261'END OF A CULVERT PIPE UNDER STH 21, 23 FEET WEST OF THE CENTER OF 15TH
 PN1261'DRIVE PROJECTED SOUTH, 21.5 FEET SOUTH OF THE CENTER OF STH 21, AND 9
 PN1261'FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 PN1261'IRREGULAR MASS OF CONCRETE 5.5 FEET BELOW GROUND.
 PN1261'
 PN1261'REFERENCE MARK 1 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1261'CIRCULAR ALUMINUM CAP DRIVEN FLUSH WITH THE GROUND SURFACE.  THE CAP
 PN1261'CONTAINS A MAGNET AND IS STAMPED---ALBRIGHT RM 1 1979---.  IT IS 57.5
 PN1261'FEET SOUTH OF THE CENTER OF STH 21, 23.5 FEET WEST OF THE CENTER OF
 PN1261'15TH DRIVE PROJECTED SOUTH, 13 FEET WEST OF TELEPHONE PEDESTAL
 PN1261'NUMBER--2177--, 1.5 FEET NORTH OF A WOODEN RIGHT OF WAY POST, AND 1.5
 PN1261'FEET LOWER THAN THE STATION.
 PN1261'
 PN1261'REFERENCE MARK 2 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1261'CIRCULAR ALUMINUM CAP DRIVEN FLUSH WITH THE GROUND SURFACE.  THE CAP
 PN1261'CONTAINS A MAGNET AND IS STAMPED---ALBRIGHT RM 2 1979---.  IT IS 133
 PN1261'FEET WEST OF THE CENTER OF 15TH DRIVE, 74.5 FEET WEST NORTHWEST OF THE
 PN1261'NORTH END OF A CULVERT PIPE UNDER STH 21, 33.5 FEET NORTH OF THE
 PN1261'CENTER OF STH 21, 31.5 FEET SOUTHEAST OF A 40 INCH RED OAK, 2 FEET
 PN1261'SOUTHEAST OF A METAL WITNESS POST, AND 3 FEET LOWER THAN THE STATION.
 PN1261'
 PN1261'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 2.20 METERS.
 PN1261
 PN1261                          STATION RECOVERY (1995)
 PN1261
 PN1261'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1261'RECOVERED IN GOOD CONDITION.
 PN1261
 PN1261                          STATION RECOVERY (2003)
 PN1261
 PN1261'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1261'STATION AND REFERENCE MARK 2 WERE NOT FOUND.  REFERENCE MARK 1 WAS
 PN1261'RECOVERED 2 INCHES UNDER THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9067 ***********************************************************************
 AC9067  HT_MOD      -  This is a Height Modernization Survey Station.
 AC9067  DESIGNATION -  ALDEN E
 AC9067  PID         -  AC9067
 AC9067  STATE/COUNTY-  WI/POLK
 AC9067  COUNTRY     -  US
 AC9067  USGS QUAD   -  DEER PARK (2018)
 AC9067
 AC9067                         *CURRENT SURVEY CONTROL
 AC9067  ______________________________________________________________________
 AC9067* NAD 83(2011) POSITION- 45 14 44.45381(N) 092 26 15.43113(W)   ADJUSTED
 AC9067* NAD 83(2011) ELLIP HT-   312.360 (meters)        (06/27/12)   ADJUSTED
 AC9067* NAD 83(2011) EPOCH   -  2010.00
 AC9067* NAVD 88 ORTHO HEIGHT -   341.73  (meters)     1121.2   (feet) GPS OBS
 AC9067  ______________________________________________________________________
 AC9067  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AC9067  GEOID HEIGHT    -        -29.378 (meters)                     GEOID12A
 AC9067  GEOID HEIGHT    -        -29.384 (meters)                     GEOID18
 AC9067  NAD 83(2011) X  -   -191,327.082 (meters)                     COMP
 AC9067  NAD 83(2011) Y  - -4,494,392.319 (meters)                     COMP
 AC9067  NAD 83(2011) Z  -  4,506,835.351 (meters)                     COMP
 AC9067  LAPLACE CORR    -        -14.93  (seconds)                    DEFLEC18
 AC9067
 AC9067  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9067  Standards:
 AC9067         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9067            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9067  -------------------------------------------------------------------
 AC9067  NETWORK    0.35   0.65           0.16   0.12   0.33     -0.08162097
 AC9067  -------------------------------------------------------------------
 AC9067  Click here for local accuracies and other accuracy information.
 AC9067
 AC9067.The horizontal coordinates were established by GPS observations
 AC9067.and adjusted by the National Geodetic Survey in June 2012.
 AC9067
 AC9067.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9067.been affixed to the stable North American tectonic plate. See 
 AC9067.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9067
 AC9067.The horizontal coordinates are valid at the epoch date displayed above
 AC9067.which is a decimal equivalence of Year/Month/Day.
 AC9067
 AC9067.The orthometric height was determined by GPS observations and a
 AC9067.high-resolution geoid model using precise GPS observation and
 AC9067.processing techniques.
 AC9067
 AC9067.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9067.GEOID18 height accuracy estimate available here.
 AC9067
 AC9067.Click photographs - Photos may exist for this station.
 AC9067
 AC9067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9067
 AC9067.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9067
 AC9067.The ellipsoidal height was determined by GPS observations
 AC9067.and is referenced to NAD 83.
 AC9067
 AC9067. The following values were computed from the NAD 83(2011) position.
 AC9067
 AC9067;                    North         East     Units Scale Factor Converg.
 AC9067;SPC WI C     -   159,813.459   408,660.655   MT  0.99996148   -1 43 11.7
 AC9067;SPC WI C     -   524,321.32  1,340,747.50   sFT  0.99996148   -1 43 11.7
 AC9067;UTM  15      - 5,010,396.918   544,134.329   MT  0.99962395   +0 23 57.7
 AC9067
 AC9067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9067!SPC WI C     -   0.99995103  x   0.99996148  =   0.99991251
 AC9067!UTM  15      -   0.99995103  x   0.99962395  =   0.99957500
 AC9067
 AC9067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4413410396(NAD 83)
 AC9067
 AC9067                          SUPERSEDED SURVEY CONTROL
 AC9067
 AC9067  NAD 83(2007)-  45 14 44.45373(N)    092 26 15.43164(W) AD(2002.00) 0
 AC9067  ELLIP H (02/10/07)  312.398  (m)                       GP(2002.00)    
 AC9067  NAD 83(1997)-  45 14 44.45387(N)    092 26 15.43206(W) AD(       ) 1
 AC9067  ELLIP H (09/30/02)  312.426  (m)                       GP(       ) 2 1
 AC9067  NAD 83(1991)-  45 14 44.45322(N)    092 26 15.43044(W) AD(       ) 1
 AC9067  ELLIP H (06/10/97)  312.442  (m)                       GP(       ) 2 1
 AC9067  NAVD 88 (06/10/97)  341.7    (m)  GEOID96  model used  GPS OBS        
 AC9067
 AC9067.Superseded values are not recommended for survey control.
 AC9067
 AC9067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9067.See file dsdata.pdf to determine how the superseded data were derived.
 AC9067
 AC9067_MARKER: DD = SURVEY DISK
 AC9067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9067_STAMPING: ALDEN E. 400
 AC9067_MARK LOGO: WI-095
 AC9067_PROJECTION: FLUSH
 AC9067_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9067+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2016
 AC9067
 AC9067  HISTORY     - Date     Condition        Report By
 AC9067  HISTORY     - 1995     MONUMENTED       WI-095
 AC9067  HISTORY     - 20051118 GOOD             WIDT
 AC9067  HISTORY     - 20071105 GOOD             WIDT
 AC9067  HISTORY     - 20160822 GOOD             WIDT
 AC9067
 AC9067                          STATION DESCRIPTION
 AC9067
 AC9067'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9067'THE STATION IS LOCATED APPROXIMATELY 6 MI (9.7 KM) NORTHEAST OF THE
 AC9067'VILLAGE OF STAR PRAIRIE, WISCONSIN IN THE SOUTHEAST QUARTER OF
 AC9067'NORTHWEST QUARTER OF SECTION 23, T.32N., R.17W., 4TH P.M.  TOWN OF
 AC9067'ALDEN, POLK COUNTY.  TO REACH THE STATION FROM THE VILLAGE OF STAR
 AC9067'PRAIRE START AT THE INTERSECTION STATE HIGHWAY 65 AND COUNTY LINE
 AC9067'AVENUE, GO NORTHEAST 2.5 MI (4.0 KM) TO THE INTERSECTION OF STATE
 AC9067'HIGHWAY 65 AND COUNTY TRUNK HIGHWAY C, GO EAST ALONG COUNTY TRUNK
 AC9067'HIGHWAY C 3.75 MI (6.03 KM) TO THE STATION.  THE STATION IS LOCATED 36
 AC9067'FEET (11.0 M) SOUTHEAST OF CENTERLINE OF COUNTY HIGHWAY C, 19 FEET
 AC9067'(5.8 M) WEST OF CENTERLINE OF 135TH STREET, 25 FEET (7.6 M) NORTH OF
 AC9067'CUTOFF ROAD BETWEEN C AND 135TH IN TRIANGLE.  THE STATION IS A BRASS
 AC9067'CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP
 AC9067'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST
 AC9067'IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9067
 AC9067                          STATION RECOVERY (2005)
 AC9067
 AC9067'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9067'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 AC9067'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9067'POSTS.  NOTE-- TREES TO THE SOUTH EXTEND TO 25 DEGREES ABOVE THE
 AC9067'HORIZON.
 AC9067
 AC9067                          STATION RECOVERY (2007)
 AC9067
 AC9067'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AC9067'RECOVERED AS DESCRIBED.
 AC9067
 AC9067                          STATION RECOVERY (2016)
 AC9067
 AC9067'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AC9067'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ6301 ***********************************************************************
 DQ6301  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ6301  DESIGNATION -  ALDEN N GPS
 DQ6301  PID         -  DQ6301
 DQ6301  STATE/COUNTY-  WI/POLK
 DQ6301  COUNTRY     -  US
 DQ6301  USGS QUAD   -  NYE (2018)
 DQ6301
 DQ6301                         *CURRENT SURVEY CONTROL
 DQ6301  ______________________________________________________________________
 DQ6301* NAD 83(2011) POSITION- 45 17 43.43603(N) 092 30 00.34614(W)   ADJUSTED
 DQ6301* NAD 83(2011) ELLIP HT-   300.010 (meters)        (09/12/17)   ADJUSTED
 DQ6301* NAD 83(2011) EPOCH   -  2010.00
 DQ6301* NAVD 88 ORTHO HEIGHT -   328.68  (meters)     1078.3   (feet) GPS OBS
 DQ6301  ______________________________________________________________________
 DQ6301  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ6301  GEOID HEIGHT    -        -28.662 (meters)                     GEOID12B
 DQ6301  GEOID HEIGHT    -        -28.661 (meters)                     GEOID18
 DQ6301  NAD 83(2011) X  -   -196,056.116 (meters)                     COMP
 DQ6301  NAD 83(2011) Y  - -4,490,250.410 (meters)                     COMP
 DQ6301  NAD 83(2011) Z  -  4,510,715.343 (meters)                     COMP
 DQ6301  LAPLACE CORR    -        -15.34  (seconds)                    DEFLEC18
 DQ6301
 DQ6301  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ6301  Standards:
 DQ6301         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ6301            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ6301  -------------------------------------------------------------------
 DQ6301  NETWORK    0.35   0.67           0.16   0.12   0.34     -0.01209168
 DQ6301  -------------------------------------------------------------------
 DQ6301  Click here for local accuracies and other accuracy information.
 DQ6301
 DQ6301.The horizontal coordinates were established by GPS observations
 DQ6301.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DQ6301
 DQ6301.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ6301.been affixed to the stable North American tectonic plate. See 
 DQ6301.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ6301
 DQ6301.The horizontal coordinates are valid at the epoch date displayed above
 DQ6301.which is a decimal equivalence of Year/Month/Day.
 DQ6301
 DQ6301.The orthometric height was determined by GPS observations and a
 DQ6301.high-resolution geoid model using precise GPS observation and
 DQ6301.processing techniques.
 DQ6301
 DQ6301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6301.GEOID18 height accuracy estimate available here.
 DQ6301
 DQ6301.Click photographs - Photos may exist for this station.
 DQ6301
 DQ6301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ6301
 DQ6301.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ6301
 DQ6301.The ellipsoidal height was determined by GPS observations
 DQ6301.and is referenced to NAD 83.
 DQ6301
 DQ6301. The following values were computed from the NAD 83(2011) position.
 DQ6301
 DQ6301;                    North         East     Units Scale Factor Converg.
 DQ6301;SPC WI C     -   165,485.175   403,928.225   MT  0.99996745   -1 45 50.4
 DQ6301;SPC WI C     -   542,929.28  1,325,221.18   sFT  0.99996745   -1 45 50.4
 DQ6301;UTM  15      - 5,015,887.862   539,197.087   MT  0.99961889   +0 21 19.1
 DQ6301
 DQ6301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ6301!SPC WI C     -   0.99995297  x   0.99996745  =   0.99992042
 DQ6301!UTM  15      -   0.99995297  x   0.99961889  =   0.99957187
 DQ6301
 DQ6301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3919715887(NAD 83)
 DQ6301
 DQ6301                          SUPERSEDED SURVEY CONTROL
 DQ6301
 DQ6301.No superseded survey control is available for this station.
 DQ6301
 DQ6301_MARKER: DD = SURVEY DISK
 DQ6301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ6301_STAMPING: ALDEN N GPS 2012
 DQ6301_MARK LOGO: WIDT
 DQ6301_PROJECTION: FLUSH
 DQ6301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ6301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6301+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2016
 DQ6301
 DQ6301  HISTORY     - Date     Condition        Report By
 DQ6301  HISTORY     - 2012     MONUMENTED       WIDT
 DQ6301  HISTORY     - 20160822 GOOD             WIDT
 DQ6301
 DQ6301                          STATION DESCRIPTION
 DQ6301
 DQ6301'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ6301'THE STATION IS 8 MI (12.9 KM) SOUTHEAST OF DRESSER, 7 MI (11.3 KM)
 DQ6301'NORTH OF STAR PRAIRIE AND 6.5 MI (10.5 KM) WEST OF AMERY.
 DQ6301'
 DQ6301'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 65 WITH COUNTY
 DQ6301'HIGHWAY K, ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF WANDEROOS, IN
 DQ6301'THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 DQ6301'
 DQ6301'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ6301'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ6301'INCHES) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY GRADE.
 DQ6301'THE STATION IS 19 M (62.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 DQ6301'65, 20 M (65.6 FT) SOUTH OF THE CENTER OF COUNTY HIGHWAY K, 18 M (59.1
 DQ6301'FT) NORTH OF A YELLOW RIGHT-OF-WAY POST, 15 M (49.2 FT) NORTHWEST OF A
 DQ6301'WOODEN POST FOR A -ADOPT A HIGHWAY- SIGN AND IS LOCATED IN THE CENTER
 DQ6301'OF A TRIANGLE FORMED BY THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DQ6301'
 DQ6301'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ6301'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1632 ***********************************************************************
 RL1632  DESIGNATION -  ALDER
 RL1632  PID         -  RL1632
 RL1632  STATE/COUNTY-  WI/VILAS
 RL1632  COUNTRY     -  US
 RL1632  USGS QUAD   -  MANITOWISH LAKE (2018)
 RL1632
 RL1632                         *CURRENT SURVEY CONTROL
 RL1632  ______________________________________________________________________
 RL1632* NAD 83(1991) POSITION- 46 05 55.36169(N) 089 48 04.42143(W)   ADJUSTED
 RL1632* NAVD 88 ORTHO HEIGHT -   492.89  (+/-2cm)     1617.1   (feet) VERTCON3
 RL1632  ______________________________________________________________________
 RL1632  GEOID HEIGHT    -        -30.900 (meters)                     GEOID18
 RL1632  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 RL1632  HORZ ORDER      -  THIRD
 RL1632  VERT ORDER      -  THIRD ? (See Below)
 RL1632
 RL1632.The horizontal coordinates were established by classical geodetic methods
 RL1632.and adjusted by the National Geodetic Survey in November 1991.
 RL1632
 RL1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1632
 RL1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1632.GEOID18 height accuracy estimate available here.
 RL1632
 RL1632.The vertical order pertains to the NGVD 29 superseded value.
 RL1632
 RL1632.Click photographs - Photos may exist for this station.
 RL1632
 RL1632.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1632
 RL1632. The following values were computed from the NAD 83(1991) position.
 RL1632
 RL1632;                    North         East     Units Scale Factor Converg.
 RL1632;SPC WI N     -   103,610.517   615,369.272   MT  0.99994607   +0 08 36.2
 RL1632;SPC WI N     -   339,928.84  2,018,924.02   sFT  0.99994607   +0 08 36.2
 RL1632;UTM  16      - 5,108,830.279   283,483.667   MT  1.00017633   -2 01 09.0
 RL1632
 RL1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1632!SPC WI N     -   0.99992758  x   0.99994607  =   0.99987365
 RL1632!UTM  16      -   0.99992758  x   1.00017633  =   1.00010390
 RL1632
 RL1632:                Primary Azimuth Mark                     Grid Az
 RL1632:SPC WI N     -  ALDER AZ MK                              131 48 46.9
 RL1632:UTM  16      -  ALDER AZ MK                              133 58 32.1
 RL1632
 RL1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8348308830(NAD 83)
 RL1632
 RL1632|---------------------------------------------------------------------|
 RL1632| PID    Reference Object                     Distance      Geod. Az  |
 RL1632|                                                           dddmmss.s |
 RL1632| CJ1762 ALDER AZ MK                                        1315723.1 |
 RL1632| CJ1763 ALDER RM 1                           23.268 METERS 13745     |
 RL1632| CJ1764 ALDER RM 2                           27.108 METERS 23032     |
 RL1632|---------------------------------------------------------------------|
 RL1632
 RL1632                          SUPERSEDED SURVEY CONTROL
 RL1632
 RL1632  NAD 83(1986)-  46 05 55.35724(N)    089 48 04.41678(W) AD(       ) 3
 RL1632  NAD 27      -  46 05 55.53700(N)    089 48 03.86100(W) AD(       ) 3
 RL1632  NGVD 29             492.85   (m)         1617.0    (f) LEVELING    3  
 RL1632
 RL1632.Superseded values are not recommended for survey control.
 RL1632
 RL1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1632.See file dsdata.pdf to determine how the superseded data were derived.
 RL1632
 RL1632_MARKER: DS = TRIANGULATION STATION DISK
 RL1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1632_STAMPING: ALDER 1952
 RL1632_MARK LOGO: CGS
 RL1632_PROJECTION: FLUSH
 RL1632_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1632+STABILITY: SURFACE MOTION
 RL1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1632+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2018
 RL1632
 RL1632  HISTORY     - Date     Condition        Report By
 RL1632  HISTORY     - 1952     MONUMENTED       CGS
 RL1632  HISTORY     - 20061109 MARK NOT FOUND   USPSQD
 RL1632  HISTORY     - 20181108 GOOD             WI-125
 RL1632
 RL1632                          STATION DESCRIPTION
 RL1632
 RL1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1632'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF LAC DU
 RL1632'FLAMBEAU, 8 MILES SOUTHWEST OF BOULDER JUNCTION, 4.5 MILES
 RL1632'SOUTHEAST OF MANITOWISH WATERS AND ON THE RIGHT OF WAY OF
 RL1632'U.S. HIGHWAY 51.
 RL1632'
 RL1632'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 RL1632'COUNTY ROUTE W IN MANITOWISH WATERS, SO SOUTH ON U.S. HIGHWAY
 RL1632'51 FOR 5.8 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 RL1632'FROM HERE CONTINUE AHEAD ON U.S. HIGHWAY 51 FOR 0.35 MILE
 RL1632'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 RL1632'
 RL1632'THE STATION MARK IS STAMPED ALDER 1952.  IT IS A STANDARD
 RL1632'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 RL1632'IT IS 54 FEET NORTH, 48 FEET EAST OF THE CENTERLINE INTERSECTION
 RL1632'OF U.S. HIGHWAY 51 AND CROSSROADS, 3 FEET SOUTHWEST OF A WHITE
 RL1632'WITNESS POST.
 RL1632'
 RL1632'REFERENCE MARK 1 IS STAMPED ALDER NO 1 1952.  IT IS A STANDARD
 RL1632'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 RL1632'IT IS 40 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 51 AND
 RL1632'22 FEET NORTH OF CENTERLINE OF A GRAVEL ROAD.
 RL1632'
 RL1632'REFERENCE MARK 2 IS STAMPED ALDER NO 2 1952.  IT IS A STANDARD
 RL1632'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 RL1632'IT IS 40 FEET WEST OF CENTERLINE OF U.S. HIGHWAY 51 AND 20 FEET
 RL1632'NORTH OF CENTERLINE OF A PAVED ROAD.
 RL1632'
 RL1632'THE AZIMUTH MARK IS STAMPED ALDER 1952.  IT IS A STANDARD DISK
 RL1632'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 RL1632'IS 37 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 51 AND 1 FOOT
 RL1632'EAST OF A WHITE WITNESS POST.
 RL1632'
 RL1632'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RL1632
 RL1632                          STATION RECOVERY (2006)
 RL1632
 RL1632'RECOVERY NOTE BY US POWER SQUADRON 2006
 RL1632'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS
 RL1632'NEAR THE NORTH END OF --U-STOR-- PROPERTY, ACROSS THE HIGHWAY FROM THE
 RL1632'SOUTH ENTRANCE TO HILGYS LP GAS AT --5181--. AND 1 FOOT EAST OF AN
 RL1632'ORANGE FIBERGLASS WITNESS POST.
 RL1632'REFERENCE MARK 1 WAS FOUND LYING ON ITS SIDE WITH THE DISK ATTACHED.
 RL1632'THE STATION AND REFERENCE MARK 2 WERE NOT FOUND.
 RL1632
 RL1632                          STATION RECOVERY (2018)
 RL1632
 RL1632'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2018 (ARJ)
 RL1632'FOUND STATION IN GOOD CONDITION 75 FT (22.9 M) NORTH OF THE
 RL1632'INTERSECTION OF HIGHWAY 51 AND OLD 51 ROAD.  THE WITNESS POST IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6216 ***********************************************************************
 DO6216  DESIGNATION -  ALDER CREEK GPS
 DO6216  PID         -  DO6216
 DO6216  STATE/COUNTY-  WI/IRON
 DO6216  COUNTRY     -  US
 DO6216  USGS QUAD   -  IRON BELT (2018)
 DO6216
 DO6216                         *CURRENT SURVEY CONTROL
 DO6216  ______________________________________________________________________
 DO6216* NAD 83(2011) POSITION- 46 23 58.19350(N) 090 21 48.83112(W)   ADJUSTED
 DO6216* NAD 83(2011) ELLIP HT-   404.387 (meters)        (05/27/14)   ADJUSTED
 DO6216* NAD 83(2011) EPOCH   -  2010.00
 DO6216* NAVD 88 ORTHO HEIGHT -   434.951 (meters)     1427.00  (feet) ADJUSTED
 DO6216  ______________________________________________________________________
 DO6216  GEOID HEIGHT    -        -30.562 (meters)                     GEOID18
 DO6216  NAD 83(2011) X  -    -27,961.091 (meters)                     COMP
 DO6216  NAD 83(2011) Y  - -4,406,459.759 (meters)                     COMP
 DO6216  NAD 83(2011) Z  -  4,596,275.985 (meters)                     COMP
 DO6216  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 DO6216  DYNAMIC HEIGHT  -        434.967 (meters)     1427.05  (feet) COMP
 DO6216  MODELED GRAVITY -    980,637.8   (mgal)                       NAVD 88
 DO6216
 DO6216  VERT ORDER      -  SECOND    CLASS I
 DO6216
 DO6216  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6216  Standards:
 DO6216         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6216            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6216  -------------------------------------------------------------------
 DO6216  NETWORK    0.37   0.51           0.17   0.13   0.26     -0.01767648
 DO6216  -------------------------------------------------------------------
 DO6216  Click here for local accuracies and other accuracy information.
 DO6216
 DO6216.The horizontal coordinates were established by GPS observations
 DO6216.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6216
 DO6216.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6216.been affixed to the stable North American tectonic plate. See 
 DO6216.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6216
 DO6216.The horizontal coordinates are valid at the epoch date displayed above
 DO6216.which is a decimal equivalence of Year/Month/Day.
 DO6216
 DO6216.The orthometric height was determined by differential leveling and
 DO6216.adjusted by the NATIONAL GEODETIC SURVEY
 DO6216.in February 2017.
 DO6216
 DO6216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6216.GEOID18 height accuracy estimate available here.
 DO6216
 DO6216.Click photographs - Photos may exist for this station.
 DO6216
 DO6216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6216
 DO6216.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6216
 DO6216.The ellipsoidal height was determined by GPS observations
 DO6216.and is referenced to NAD 83.
 DO6216
 DO6216.The dynamic height is computed by dividing the NAVD 88
 DO6216.geopotential number by the normal gravity value computed on the
 DO6216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6216.degrees latitude (g = 980.6199 gals.).
 DO6216
 DO6216.The modeled gravity was interpolated from observed gravity values.
 DO6216
 DO6216. The following values were computed from the NAD 83(2011) position.
 DO6216
 DO6216;                    North         East     Units Scale Factor Converg.
 DO6216;SPC WI N     -   137,087.810   572,041.888   MT  0.99995351   -0 15 44.2
 DO6216;SPC WI N     -   449,762.26  1,876,774.09   sFT  0.99995351   -0 15 44.2
 DO6216;UTM  15      - 5,141,813.867   702,667.719   MT  1.00010492   +1 54 35.5
 DO6216
 DO6216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6216!SPC WI N     -   0.99993661  x   0.99995351  =   0.99989012
 DO6216!UTM  15      -   0.99993661  x   1.00010492  =   1.00004153
 DO6216
 DO6216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0266741813(NAD 83)
 DO6216
 DO6216                          SUPERSEDED SURVEY CONTROL
 DO6216
 DO6216  NAVD 88 (07/25/13)  434.983  (m)         1427.11   (f) SUPERSEDED  2 1
 DO6216
 DO6216.Superseded values are not recommended for survey control.
 DO6216
 DO6216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6216.See file dsdata.pdf to determine how the superseded data were derived.
 DO6216
 DO6216_MARKER: DD = SURVEY DISK
 DO6216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6216_STAMPING: ALDER CREEK GPS 2011
 DO6216_MARK LOGO: WIDT
 DO6216_PROJECTION: PROJECTING 6 CENTIMETERS
 DO6216_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6216+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 DO6216
 DO6216  HISTORY     - Date     Condition        Report By
 DO6216  HISTORY     - 2011     MONUMENTED       WIDT
 DO6216  HISTORY     - 20121101 GOOD             WIDT
 DO6216  HISTORY     - 20180806 GOOD             WIDT
 DO6216
 DO6216                          STATION DESCRIPTION
 DO6216
 DO6216'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6216'THE STATION IS LOCATED 5.9 MI (9.5 KM) SOUTHWEST OF MONTREAL, 2.9 MI
 DO6216'(4.7 KM) NORTHEAST OF UPSON, AND 1.9 MI (3.1 KM) WEST OF IRON BELT.
 DO6216'
 DO6216'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DO6216'HIGHWAY E ABOUT 8 MI (12.9 KM) SOUTHWEST OF THE CITY OF HURLEY AND
 DO6216'JUST WEST OF THE COMMUNITY OF IRON BELT, GO WEST ON COUNTY HIGHWAY E
 DO6216'FOR 1.25 MI (2.0 KM) TO TOWER ROAD ON THE RIGHT.  CONTINUE WEST ON
 DO6216'COUNTY HIGHWAY E FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DO6216'
 DO6216'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6216'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6216'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6216'HIGHWAY PAVEMENT.  THE STATION IS 6.2 M (20.3 FT) SOUTH OF THE
 DO6216'CENTERLINE OF COUNTY HIGHWAY E, 53.6 M (175.9 FT) WEST OF THE EXTENDED
 DO6216'CENTER OF A PRIVATE DRIVE, 15.7 M (51.5 FT) SOUTH OF A POWER POLE
 DO6216'-24-, AND 1 M (3.3 FT) EAST AND WEST OF TWO ORANGE 4X4 GUARD POSTS.
 DO6216'
 DO6216'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6216'DEGREES ABOVE THE HORIZON.
 DO6216
 DO6216                          STATION RECOVERY (2018)
 DO6216
 DO6216'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DO6216'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1127 ***********************************************************************
 PN1127  FBN         -  This is a Federal Base Network Control Station.
 PN1127  PACS        -  This is a Primary Airport Control Station.
 PN1127  DESIGNATION -  ALEXANDER CBL 0
 PN1127  PID         -  PN1127
 PN1127  STATE/COUNTY-  WI/WOOD
 PN1127  COUNTRY     -  US
 PN1127  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (2018)
 PN1127
 PN1127                         *CURRENT SURVEY CONTROL
 PN1127  ______________________________________________________________________
 PN1127* NAD 83(2011) POSITION- 44 21 15.53561(N) 089 50 34.91445(W)   ADJUSTED
 PN1127* NAD 83(2011) ELLIP HT-   274.243 (meters)        (06/27/12)   ADJUSTED
 PN1127* NAD 83(2011) EPOCH   -  2010.00
 PN1127* NAVD 88 ORTHO HEIGHT -   309.481 (meters)     1015.36  (feet) ADJUSTED
 PN1127  ______________________________________________________________________
 PN1127  GEOID HEIGHT    -        -35.242 (meters)                     GEOID18
 PN1127  NAD 83(2011) X  -     12,515.180 (meters)                     COMP
 PN1127  NAD 83(2011) Y  - -4,568,219.205 (meters)                     COMP
 PN1127  NAD 83(2011) Z  -  4,436,519.006 (meters)                     COMP
 PN1127  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 PN1127  DYNAMIC HEIGHT  -        309.427 (meters)     1015.18  (feet) COMP
 PN1127  MODELED GRAVITY -    980,434.0   (mgal)                       NAVD 88
 PN1127
 PN1127  VERT ORDER      -  SECOND    CLASS I
 PN1127
 PN1127  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PN1127  Standards:
 PN1127         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PN1127            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PN1127  -------------------------------------------------------------------
 PN1127  NETWORK    0.17   0.24           0.08   0.06   0.12      0.08168499
 PN1127  -------------------------------------------------------------------
 PN1127  Click here for local accuracies and other accuracy information.
 PN1127
 PN1127.This mark is at Alexander Fld South Wood Co Airport (ISW)
 PN1127
 PN1127.The horizontal coordinates were established by GPS observations
 PN1127.and adjusted by the National Geodetic Survey in June 2012.
 PN1127
 PN1127.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PN1127.been affixed to the stable North American tectonic plate. See 
 PN1127.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PN1127
 PN1127.The horizontal coordinates are valid at the epoch date displayed above
 PN1127.which is a decimal equivalence of Year/Month/Day.
 PN1127
 PN1127.The orthometric height was determined by differential leveling and
 PN1127.adjusted by the WI DEPT OF TRANSP
 PN1127.in May 2012.
 PN1127
 PN1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1127.GEOID18 height accuracy estimate available here.
 PN1127
 PN1127.Click photographs - Photos may exist for this station.
 PN1127
 PN1127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1127
 PN1127.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1127
 PN1127.The ellipsoidal height was determined by GPS observations
 PN1127.and is referenced to NAD 83.
 PN1127
 PN1127.The dynamic height is computed by dividing the NAVD 88
 PN1127.geopotential number by the normal gravity value computed on the
 PN1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN1127.degrees latitude (g = 980.6199 gals.).
 PN1127
 PN1127.The modeled gravity was interpolated from observed gravity values.
 PN1127
 PN1127. The following values were computed from the NAD 83(2011) position.
 PN1127
 PN1127;                    North         East     Units Scale Factor Converg.
 PN1127;SPC WI C     -    57,902.658   612,514.424   MT  0.99998191   +0 06 38.7
 PN1127;SPC WI C     -   189,968.97  2,009,557.74   sFT  0.99998191   +0 06 38.7
 PN1127;UTM  16      - 4,915,158.665   273,421.072   MT  1.00023141   -1 59 18.2
 PN1127
 PN1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1127!SPC WI C     -   0.99995700  x   0.99998191  =   0.99993891
 PN1127!UTM  16      -   0.99995700  x   1.00023141  =   1.00018840
 PN1127
 PN1127:                Primary Azimuth Mark                     Grid Az
 PN1127:SPC WI C     -  AIRPORT BCN ALEXANDER APT                050 32 43.9
 PN1127:UTM  16      -  AIRPORT BCN ALEXANDER APT                052 38 40.8
 PN1127
 PN1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7342115158(NAD 83)
 PN1127
 PN1127|---------------------------------------------------------------------|
 PN1127| PID    Reference Object                     Distance      Geod. Az  |
 PN1127|                                                           dddmmss.s |
 PN1127| PN1122 WISCONSIN RAPIDS W MUN TANK         APPROX. 4.5 KM 0014526.9 |
 PN1127| PN1121 WISCONSIN RAPIDS RAD WFHR           APPROX. 6.8 KM 0044534.7 |
 PN1127| PN1120 WISCONSIN RAPIDS CON STACK          APPROX. 5.7 KM 0135055.5 |
 PN1127| PN1118 WISCONSIN RAPIDS E MUN TANK         APPROX. 5.1 KM 0263913.0 |
 PN1127| PN1126 AIRPORT BCN ALEXANDER APT           APPROX. 1.2 KM 0503922.6 |
 PN1127|---------------------------------------------------------------------|
 PN1127
 PN1127                          SUPERSEDED SURVEY CONTROL
 PN1127
 PN1127  NAD 83(2007)-  44 21 15.53563(N)    089 50 34.91528(W) AD(2002.00) 0
 PN1127  ELLIP H (02/10/07)  274.278  (m)                       GP(2002.00)    
 PN1127  ELLIP H (08/01/05)  274.275  (m)                       GP(       ) 3 1
 PN1127  NAD 83(1997)-  44 21 15.53579(N)    089 50 34.91586(W) AD(       ) A
 PN1127  ELLIP H (04/28/99)  274.307  (m)                       GP(       ) 3 1
 PN1127  NAD 83(1991)-  44 21 15.53487(N)    089 50 34.91549(W) AD(       ) B
 PN1127  ELLIP H (06/11/91)  274.315  (m)                       GP(       ) 4 1
 PN1127  NAD 83(1986)-  44 21 15.53246(N)    089 50 34.92004(W) AD(       ) 2
 PN1127  NAD 27      -  44 21 15.65870(N)    089 50 34.47771(W) AD(       ) 2
 PN1127  NAVD 88             309.46   (m)         1015.3    (f) LEVELING    3  
 PN1127  NAVD 88 (04/20/07)  309.460  (m)         1015.29   (f) SUPERSEDED  2 1
 PN1127  NAVD 88 (04/28/99)  309.52   (m)  UNKNOWN  model used  GPS OBS        
 PN1127  NGVD 29 (06/11/91)  309.47   (m)  UNKNOWN  model used  GPS OBS        
 PN1127  NGVD 29 (07/19/86)  309.6    (m)         1016.     (f) VERT ANG       
 PN1127
 PN1127.Superseded values are not recommended for survey control.
 PN1127
 PN1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1127.See file dsdata.pdf to determine how the superseded data were derived.
 PN1127
 PN1127_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1127_STAMPING: 0 M
 PN1127_MARK LOGO: NONE
 PN1127_PROJECTION: FLUSH
 PN1127_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1127+STABILITY: SURFACE MOTION
 PN1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1127+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 PN1127
 PN1127  HISTORY     - Date     Condition        Report By
 PN1127  HISTORY     - 1975     MONUMENTED       WIHD
 PN1127  HISTORY     - 19751010 GOOD             NGS
 PN1127  HISTORY     - 1980     GOOD             NGS
 PN1127  HISTORY     - 19850916 GOOD             NGS
 PN1127  HISTORY     - 19900707 GOOD             AEROS
 PN1127  HISTORY     - 19930824 GOOD             NGS
 PN1127  HISTORY     - 19971203 GOOD             NGS
 PN1127  HISTORY     - 20020529 GOOD             WIDT
 PN1127  HISTORY     - 20040708 GOOD             WIDT
 PN1127  HISTORY     - 20040816 GOOD             WIDT
 PN1127  HISTORY     - 20051228 GOOD             WIDT
 PN1127  HISTORY     - 20060911 GOOD             WIDT
 PN1127  HISTORY     - 20100928 GOOD             WIDT
 PN1127
 PN1127                          STATION DESCRIPTION
 PN1127
 PN1127'DESCRIBED BY WI HIGHWAY DEPT 1975 (EDW)
 PN1127'THE STATION IS LOCATED IN WISCONSIN RAPIDS AT THE AIRPORT KNOWN AS
 PN1127'ALEXANDER FIELD, ON THE WEST SIDE OF THE AIRPORT PROPERTY BETWEEN THE
 PN1127'NORTH AND SOUTH RUNWAY AND THE WOODS.  OWNERSHIP--WISCONSIN RAPIDS
 PN1127'AIRPORT.
 PN1127'
 PN1127'THE STATION IS A STANDARD NGS BASELINE DISK WITH A HOLE IN THE CENTER
 PN1127'THAT BEARS NO STAMPING, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 42
 PN1127'CM IN DIAMETER AND PROJECTING 12 CM ABOVE THE GROUND.  THE MONUMENT IS
 PN1127'APPROXIMATELY 1.8 METERS DEEP INTO THE GROUND AND HAS NO UNDERGROUND
 PN1127'DISK.  IT IS LOCATED 122 METERS (400 FT) WEST FROM THE RUNWAY AND 30.5
 PN1127'METERS (100 FT) EAST FROM THE EDGE OF THE WOODS.
 PN1127'
 PN1127'ALEXANDER BASE 1314 IS A STANDARD NGS BASELINE DISK, UNSTAMPED, SET IN
 PN1127'A ROUND CONCRETE MONUMENT 42 CM IN DIAMETER AND PROJECTING 12 CM ABOVE
 PN1127'GROUND.  IT IS LOCATED 134.2 METERS (440.3 FT) WEST FROM CENTERLINE OF
 PN1127'THE END OF RUNWAY 20, 44.7 METERS (146.5 FT) SOUTHEAST FROM AN UTILITY
 PN1127'POLE IN FRONT OF THE LAST HOUSE ON THE NORTH SIDE OF THE STREET, 29.0
 PN1127'METERS (95 FT) SOUTH FROM CENTERLINE OF AIRPORT AVENUE, 21,0 METERS
 PN1127'(69 FT) WEST FROM A DIM TRACK ROAD, 19.8 METERS (65 FT) EAST FROM A
 PN1127'6-INCH PINE TREE WITH A TRIANGLE BLAZE AND 1.2 METERS (4 FT) EAST FROM
 PN1127'A METAL WITNESS POST.
 PN1127'
 PN1127'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE ARE NO REFERENCE
 PN1127'MARKS ESTABLISHED FOR THIS STATION.
 PN1127'
 PN1127'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 14.9 METERS.
 PN1127'
 PN1127'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DUSTIN 1926 RM
 PN1127'4 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PN1127
 PN1127                          STATION RECOVERY (1975)
 PN1127
 PN1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PN1127'THE BASE LINE IS LOCATED ABOUT 2.8 KM (1.7 MI) NORTHEAST OF PORT
 PN1127'EDWARDS AND 2.0 KM (1.2 MI) SOUTHWEST OF WISCONSIN RAPIDS AT THE
 PN1127'ALEXANDER FIELD AIRPORT.  THE BASE LINE RUNS ALONG AND IS
 PN1127'APPROXIMATELY PARALLEL WITH THE WESTERN EDGE OF RUNWAY (2-20).
 PN1127'NOTE-THE AIRPORT MANAGER, MR. DONALD CACIC, CACIC AVIATION, INC.,
 PN1127'ALEXANDER FIELD, 3620 FIRST STREET SOUTH, WISCONSIN RAPIDS, WI 54494,
 PN1127'MUST BE NOTIFIED 24-HOURS PRIOR TO WORK ON BASE LINE AND CAN PROVIDE
 PN1127'AIRPORT ACCESS INFORMATION.  TELEPHONE (715) 421-0330.
 PN1127'
 PN1127'THE BASE LINE IS A NORTH-NORTHEAST, SOUTH-SOUTHWEST LINE WITH THE
 PN1127'0-METER POINT ON THE SOUTH-SOUTHWEST END.  IT CONSISTS OF THE 0, 150,
 PN1127'657, AND 1314 METER POINTS.  THERE ARE MONUMENTS SET AT 100 FEET AND
 PN1127'50 METERS FROM THE 0-METER POINT BUT THEY WERE NOT MEASURED TO AT THIS
 PN1127'TIME.
 PN1127'
 PN1127'TO REACH THE 0-METER POINT FROM THE SOUTHERN JUNCTION OF STATE HIGHWAY
 PN1127'54 (RIVERVIEW EXPRESSWAY EAST) AND STATE HIGHWAY 13 (SOUTH EIGHTH
 PN1127'STREET), LOCATED IN WISCONSIN RAPIDS, GO SOUTH ON STATE HIGHWAY 13 FOR
 PN1127'0.8 KM (0.5 MI) TO THE INTERSECTION OF PEPPER AVENUE.  TURN RIGHT AND
 PN1127'GO WEST ON PEPPER AVENUE FOR 1.2 KM (0.7 MI) TO THE INTERSECTION OF
 PN1127'SOUTH FIRST STREET.  CONTINUE WEST ON PEPPER AVENUE FOR 0.7 KM
 PN1127'(0.4 MI) TO THE INTERSECTION OF GOLF COURSE ROAD ON THE LEFT. TURN
 PN1127'LEFT AND GO SOUTH ON GOLF COURSE ROAD FOR 1.6 KM (1.0 MI) TO THE
 PN1127'INTERSECTION OF A TRACK ROAD ON THE LEFT JUST BEFOR A TREE LINE.  TURN
 PN1127'LEFT AND GO SOUTH ALONG TREE LINE THEN CURVING TO EAST ACROSS AN OPEN
 PN1127'FIELD FOR 0.8 KM (0.5 MI) TO THE 0-METE POINT ON THE LEFT.
 PN1127'
 PN1127'THE 0-METER POINT IS A 9 CM (3.5 IN) BLANK BRASS DISK STAMPED
 PN1127'---0 M---, SET IN THE TOP OF A 41 CM (16 IN) DIAMETER CONCRETE POST
 PN1127'PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 170.6
 PN1127'(559.7 FT) NORTHWEST OF THE SOUTHWESTERN CORNER OF RUNWAY (2-20),
 PN1127'110.3 M (361.9 FT) WEST-NORTHWEST OF THE WESTERN EDGE OF RUNWAY (2-20)
 PN1127'1.7 M (5.6 FT) NORTHWEST OF A METAL WITNESS POST, AND 1.2 M (3.9 FT)
 PN1127'EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 PN1127'
 PN1127'USER NOTES-CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 PN1127'ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE RUNWAY IS STRICTLY
 PN1127'PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT OF WAY.
 PN1127'
 PN1127'THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH
 PN1127'ASSISTANCE FROM THE CENTRAL WISCONSIN CHAPTER OF THE WISCONSIN SOCIETY
 PN1127'OF LAND SURVEYORS AND THE WOOD COUNTY SURVEYORS OFFICE.
 PN1127'
 PN1127'FOR MORE INFORMATION PLEASE CONTACT MR. DALE DECKER, COUNTY OF WOOD,
 PN1127'OFFICE OF COUNTY SURVEYOR, 8439 COUNTY TRUNK A, MARSHFIELD, WI 54449.
 PN1127'TELEPHONE (715) 676-3997.  OR CONTACT DR. D. DAVID MOYER, UNIVERSITY
 PN1127'OF WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON, WI
 PN1127'53705.  TELEPHONE (608)  262-5066.
 PN1127
 PN1127                          STATION RECOVERY (1980)
 PN1127
 PN1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PN1127'RECOVERED IN GOOD CONDITION.
 PN1127
 PN1127                          STATION RECOVERY (1985)
 PN1127
 PN1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN1127'THIS THE STATION IS LOCATED AT THE SOUTH END OF THE AIRPORT WEST OF
 PN1127'RUNWAY 2-20.  IT IS MOST EASILY REACHED FROM THE PAVED N-S ROAD WHICH
 PN1127'RUNS ALONG THE WEST SIDE OF THE AIRPORT PROPERTY.  THE TRACKROAD WHICH
 PN1127'RUNS EAST OFF OF THE PAVED ROAD IS MARKED BY SIGNS NOTING THE GEORGE
 PN1127'SEVERN MEMORIAL BASELINE.
 PN1127'
 PN1127'THE STATION IS 591.9 FT (180.4 M) NORTHWEST OF CL END RWY 2, 438.1 FT
 PN1127'(133.5 M) NORTHWEST OF THE FIRST RUNWAY LIGHT NORTH OF END 2 ON THE
 PN1127'WEST SIDE OF THE RUNWAY, 374.6 FT (114.2 M) PERPENDICULAR TO THE WEST
 PN1127'EDGE OF THE RUNWAY, 57 FT (17.4 M) EAST OF A DIM TRACK ROAD, AND 4.0
 PN1127'FT (1.2 M) EAST OF A WITNESS POST.
 PN1127'
 PN1127'THE STATION IS MARKED BY A STANDARD UNSTAMPED BASELINE DISK.  THE DISK
 PN1127'IS SET IN AN 18 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 PN1127'INCHES.
 PN1127
 PN1127                          STATION RECOVERY (1990)
 PN1127
 PN1127'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 PN1127'THE STATION IS LOCATED ABOUT 8.10 KM (5.05 MI) NORTHEAST OF NEKOOSA,
 PN1127'3.24 KM (2.00 MI) SOUTHEAST OF WISCONSIN RAPIDS, 3.24 KM (2.00 MI)
 PN1127'NORTHEAST OF PORT EDWARDS AT THE PORT EDWARDS AIRPORT.
 PN1127'OWNERSHIP--PORT EDWARDS AIRPORT PROPERTY.
 PN1127'
 PN1127'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 34 AND RIVERVIEW
 PN1127'EXPRESSWAY IN WISCONSIN RAPIDS, GO SOUTH FOR 1.94 KM (1.20 MI) ON
 PN1127'RIVERVIEW EXPRESSWAY TO 1ST STREET SOUTH.  TURN RIGHT AND GO SOUTH FOR
 PN1127'1.94 KM (1.20 MI) ON 1ST STREET TO THE PORT EDWARDS AIRPORT AND THE
 PN1127'STATION.
 PN1127'
 PN1127'THE STATION IS A BRASS SURVEY DISK WITH NO STAMPING, SET INTO THE TOP
 PN1127'OF A 45 CM DIAMETER CONCRETE MONUMENT PROJECTING 10 CM ABOVE THE
 PN1127'GROUND.  LOCATED 0.81 KM (0.50 MI) SOUTH FROM THE NORTH-SOUTH RUNWAY
 PN1127'AND THE TAXIWAY INTERSECTION, 1.80 M (5.9 FT) NORTHWEST FROM A METAL
 PN1127'WITNESS POST, 1.28 M (4.2 FT) SOUTHEAST FROM A METAL WITNESS POST,
 PN1127'30.48 M (100.0 FT) SOUTH FROM A CONCRETE MONUMENT WITH DISK, 82.60 M
 PN1127'(271.0 FT) EAST FROM THE WOODS LINE.
 PN1127
 PN1127                          STATION RECOVERY (1993)
 PN1127
 PN1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 PN1127'MARK IS A COMPONENT OF THE WISCONSIN RAPIDS CALIBRATION BASE LINE.
 PN1127'LOCATED ABOUT 2.8 KM (1.7 MI) NORTHEAST OF PORT EDWARDS AND 2.0 KM
 PN1127'(1.2 MI) SOUTHWEST OF WISCONSIN RAPIDS AT THE ALEXANDER FIELD AIRPORT.
 PN1127'THE MARK IS WEST OF RUNWAY (2-20) NEAR THE SOUTHWESTERN CORNER OF THE
 PN1127'RUNWAY.  SEC30T22NR6E. **NOTE** MR. DONALD CACIC, AIRPORT MANAGER,
 PN1127'CACIC AVIATION, INC., 3620 FIRST STREET SOUTH, WISCONSIN RAPIDS, WI
 PN1127'54494, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK AND CAN PROVIDE AIRPORT
 PN1127'ACCESS INFORMATION.
 PN1127'
 PN1127'TO REACH FROM THE SOUTHERN JUNCTION OF STATE HIGHWAY 54 (RIVERVIEW
 PN1127'EXPRESSWAY EAST) AND STATE HIGHWAY 13 (SOUTH EIGHTH STREET), LOCATED
 PN1127'IN WISCONSIN RAPIDS, GO SOUTH ON HIGHWAY 13 FOR 0.8 KM (0.5 MI) TO THE
 PN1127'INTERSECTION OF PEPPER AVENUE.  TURN RIGHT AND GO WEST ON PEPPER
 PN1127'AVENUE FOR 1.2 KM (0.7 MI) TO THE INTERSECTION OF SOUTH FIRST STREET.
 PN1127'CONTINUE WEST ON PEPPER AVENUE FOR 0.7 KM (0.4 MI) TO THE INTERSECTION
 PN1127'OF GOLF COURSE ROAD ON THE LEFT. TURN LEFT AND GO SOUTH ON GOLF COURSE
 PN1127'ROAD FOR 1.6 KM (1.0 MI) TO THE INTERSECTION OF A TRACK ROAD ON THE
 PN1127'LEFT JUST BEFORE A TREE LINE.  TURN LEFT AND GO SOUTH ALONG TREE LINE
 PN1127'THEN CURVING TO EAST ACROSS AN OPEN FIELD FOR 0.8 KM (0.5 MI) TO THE
 PN1127'MARK ON THE LEFT.
 PN1127'
 PN1127'IT IS SET IN THE TOP OF A 41 CM (16 IN) DIAMETER CONCRETE POST
 PN1127'PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND.  **NOTE** NO
 PN1127'INFORMATION ABOUT UNDERGROUND MARK AND MAGNETIC MATERIAL WAS AVAILABLE
 PN1127'AT TIME OF RECOVERY.  IT IS 170.6 M (559.7 FT) NORTHWEST OF THE
 PN1127'SOUTHWESTERN CORNER OF RUNWAY (2-20), 110.3 M (361.9 FT)
 PN1127'WEST-NORTHWEST OF THE WESTERN EDGE OF RUNWAY (2-20), 1.7 M (5.6 FT)
 PN1127'NORTHWEST OF A METAL WITNESS POST, AND 1.2 M (3.9 FT) EAST-SOUTHEAST
 PN1127'OF A FIBERGLASS WITNESS POST.
 PN1127'
 PN1127'FOR MORE INFORMATION PLEASE CONTACT MR. DALE DECKER, WOOD COUNTY
 PN1127'SURVEYOR, 8439 COUNTY TRUNK A, MARSHFIELD, WI 54449.  CONTACT DR. D.
 PN1127'DAVID MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET 1050 WARF
 PN1127'BUILDING, MADISON, WI 53705.  DESCRIBED BY DAVID L. NOCK.
 PN1127
 PN1127                          STATION RECOVERY (1997)
 PN1127
 PN1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PN1127'THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR
 PN1127'ALEXANDER FIELD AIRPORT (ISW) IN WISCONSIN RAPIDS.  IT IS LOCATED NEAR
 PN1127'THE SOUTH END OF RUNWAY 2-20.  OWNERSHIP--WISCONSIN RAPIDS AIRPORT,
 PN1127'DONALD R. CACIC MANAGER, 3620 FIRST STREET, WISCONSIN RAPIDS WI.
 PN1127'54494, PHONE (715) 421-0330.
 PN1127'
 PN1127'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 34, 13, 73 AND RIVERSIDE
 PN1127'EXPRESSWAY IN WISCONSIN RAPIDS, GO SOUTH ON THE EXPRESSWAY FOR 1.94 KM
 PN1127'(1.20 MI) TO SOUTH 1ST STREET, TURN RIGHT, SOUTH ON 1ST STREET FOR
 PN1127'2.13 KM (1.30 MI) TO THE AIRPORT TERMINAL AND THE GATE TO THE AIRPORT
 PN1127'PROPERTY ON THE SOUTH SIDE OF THE TERMINAL, PASS THROUGH THE GATE AND
 PN1127'BEAR LEFT FOR 0.11 KM (0.05 MI) ACROSS AN APRON AND ALONG A TAXIWAY TO
 PN1127'ANOTHER TAXIWAY, TURN RIGHT, WEST FOR 0.33 KM (0.20 MI) ALONG THE
 PN1127'TAXIWAY AND THEN RUNWAY 29-11 TO THE JUNCTION OF RUNWAY 2-20, TURN
 PN1127'LEFT SOUTH ALONG RUNWAY 2-20 FOR 1.84 KM (1.15 MI) TO THE STATION ON
 PN1127'THE RIGHT.
 PN1127'
 PN1127'THE STATION IS A BRASS DISK IN THE CENTER OF A CONCRETE POST
 PN1127'PROJECTING 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  180.7 M
 PN1127'(592.8 FT) NORTH OF THE END OF THE CENTERLINE OF RUNWAY END 2, 128.0 M
 PN1127'(419.9 FT) NORTHWEST OF THE RUNWAY CENTERLINE, 1.8 M (5.9 FT) NORTH OF
 PN1127'A WITNESS POST, 1.2 M (3.9 FT) SOUTHEAST OF 2 WITNESS POSTS, AND 1.0 M
 PN1127'(3.3 FT) ABOVE THE LEVEL OF THE RUNWAY.
 PN1127
 PN1127                          STATION RECOVERY (2002)
 PN1127
 PN1127'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 PN1127'THE WITNESS POSTS LISTED IN THE DESCRIPTION WERE REPLACED WITH A
 PN1127'SINGLE WITNESS POST AND THREE 9-CM BY 9-CM RECYCLED-PLASTIC GUARD
 PN1127'POSTS WITH INFORMATION SIGN.
 PN1127'
 PN1127'THE STATION IS 1.26 M SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS POST
 PN1127'AND 1.0 M SOUTH-SOUTHEAST, 1.0 M SOUTHWEST, AND 1.0 M NORTH OF THREE
 PN1127'ORANGE GUARD POSTS, RESPECTIVELY.
 PN1127
 PN1127                          STATION RECOVERY (2004)
 PN1127
 PN1127'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PN1127'RECOVERED AS DESCRIBED.
 PN1127
 PN1127                          STATION RECOVERY (2004)
 PN1127
 PN1127'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 PN1127'RECOVERED AS DESCRIBED.
 PN1127
 PN1127                          STATION RECOVERY (2005)
 PN1127
 PN1127'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 PN1127'RECOVERED AS DESCRIBED
 PN1127
 PN1127                          STATION RECOVERY (2006)
 PN1127
 PN1127'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PN1127'RECOVERED IN GOOD CONDITION.
 PN1127
 PN1127                          STATION RECOVERY (2010)
 PN1127
 PN1127'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PN1127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1262 ***********************************************************************
 PN1262  DESIGNATION -  ALEXANDER CBL 1314
 PN1262  PID         -  PN1262
 PN1262  STATE/COUNTY-  WI/WOOD
 PN1262  COUNTRY     -  US
 PN1262  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (2018)
 PN1262
 PN1262                         *CURRENT SURVEY CONTROL
 PN1262  ______________________________________________________________________
 PN1262* NAD 83(1991) POSITION- 44 21 55.67087(N) 089 50 15.14944(W)   ADJUSTED
 PN1262* NAVD 88 ORTHO HEIGHT -   310.581 (meters)     1018.96  (feet) ADJUSTED
 PN1262  ______________________________________________________________________
 PN1262  GEOID HEIGHT    -        -35.255 (meters)                     GEOID18
 PN1262  LAPLACE CORR    -         -5.50  (seconds)                    DEFLEC18
 PN1262  DYNAMIC HEIGHT  -        310.526 (meters)     1018.78  (feet) COMP
 PN1262  MODELED GRAVITY -    980,433.5   (mgal)                       NAVD 88
 PN1262
 PN1262  HORZ ORDER      -  SECOND
 PN1262  VERT ORDER      -  SECOND    CLASS I
 PN1262
 PN1262.This mark is at Alexander Fld South Wood Co Airport (ISW)
 PN1262
 PN1262.The horizontal coordinates were established by classical geodetic methods
 PN1262.and adjusted by the National Geodetic Survey in November 1991.
 PN1262
 PN1262.The orthometric height was determined by differential leveling and
 PN1262.adjusted by the WI DEPT OF TRANSP
 PN1262.in May 2012.
 PN1262
 PN1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1262.GEOID18 height accuracy estimate available here.
 PN1262
 PN1262.Click photographs - Photos may exist for this station.
 PN1262
 PN1262.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1262
 PN1262.The dynamic height is computed by dividing the NAVD 88
 PN1262.geopotential number by the normal gravity value computed on the
 PN1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN1262.degrees latitude (g = 980.6199 gals.).
 PN1262
 PN1262.The modeled gravity was interpolated from observed gravity values.
 PN1262
 PN1262. The following values were computed from the NAD 83(1991) position.
 PN1262
 PN1262;                    North         East     Units Scale Factor Converg.
 PN1262;SPC WI C     -    59,142.326   612,949.662   MT  0.99998017   +0 06 52.7
 PN1262;SPC WI C     -   194,036.11  2,010,985.68   sFT  0.99998017   +0 06 52.7
 PN1262;UTM  16      - 4,916,381.862   273,901.550   MT  1.00022873   -1 59 05.8
 PN1262
 PN1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1262!SPC WI C     -   0.99995683  x   0.99998017  =   0.99993700
 PN1262!UTM  16      -   0.99995683  x   1.00022873  =   1.00018555
 PN1262
 PN1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7390116381(NAD 83)
 PN1262
 PN1262                          SUPERSEDED SURVEY CONTROL
 PN1262
 PN1262  NAD 83(1986)-  44 21 55.66859(N)    089 50 15.15449(W) AD(       ) 2
 PN1262  NAVD 88 (04/20/07)  310.560  (m)         1018.90   (f) SUPERSEDED  2 1
 PN1262  NGVD 29 (02/11/91)  310.7    (m)         1019.     (f) VERT ANG       
 PN1262
 PN1262.Superseded values are not recommended for survey control.
 PN1262
 PN1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1262.See file dsdata.pdf to determine how the superseded data were derived.
 PN1262
 PN1262_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1262_STAMPING: 1314 M
 PN1262_MARK LOGO: NONE
 PN1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1262+STABILITY: SURFACE MOTION
 PN1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1262+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 PN1262
 PN1262  HISTORY     - Date     Condition        Report By
 PN1262  HISTORY     - 1975     MONUMENTED       WIHD
 PN1262  HISTORY     - 19850916 GOOD             NGS
 PN1262  HISTORY     - 19930824 GOOD             NGS
 PN1262  HISTORY     - 20040721 POOR             WIDT
 PN1262  HISTORY     - 20100928 GOOD             WIDT
 PN1262
 PN1262                          STATION DESCRIPTION
 PN1262
 PN1262'DESCRIBED BY WI HIGHWAY DEPT 1975
 PN1262'THE BASE LINE IS LOCATED ABOUT 2.8 KM (1.7 MI) NORTHEAST OF PORT
 PN1262'EDWARDS AND 2.0 KM (1.2 MI) SOUTHWEST OF WISCONSIN RAPIDS AT THE
 PN1262'ALEXANDER FIELD AIRPORT. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY
 PN1262'PARALLEL WITH THE WESTERN EDGE OF RUNWAY (2-20). NOTE--THE AIRPORT
 PN1262'MANAGER, MR. DONALD CACIC, CACIC AVIATION, INC., ALEXANDER FIELD, 3620
 PN1262'FIRST STREET SOUTH, WISCONSIN RAPIDS, WI 54494, MUST BE NOTIFIED
 PN1262'24-HOURS PRIOR TO WORK ON BASE LINE AND CAN PROVIDE AIRPORT ACCESS
 PN1262'INFORMATION.  TELEPHONE (715) 421-0330.
 PN1262'
 PN1262'THE BASE LINE IS A NORTH-NORTHEAST, SOUTH-SOUTHWEST LINE WITH THE
 PN1262'0-METER POINT ON THE SOUTH-SOUTHWEST END.  IT CONSISTS OF THE 0, 150,
 PN1262'657, AND 1314 METER POINTS.  THERE ARE MONUMENTS SET AT 100 FEET AND
 PN1262'50 METERS FROM THE 0-METER POINT BUT THEY WERE NOT MEASURED TO AT THIS
 PN1262'TIME.
 PN1262'
 PN1262'TO REACH THE 0-METER POINT FROM THE SOUTHERN JUNCTION OF STATE HIGHWAY
 PN1262'54 (RIVERVIEW EXPRESSWAY EAST) AND STATE HIGHWAY 13 (SOUTH EIGHTH
 PN1262'STREET), LOCATED IN WISCONSIN RAPIDS, GO SOUTH ON STATE HIGHWAY 13 FOR
 PN1262'0.8 KM (0.5 MI) TO THE INTERSECTION OF PEPPER AVENUE. TURN RIGHT AND
 PN1262'GO WEST ON PEPPER AVENUE FOR 1.2 KM (0.7 MI) TO THE INTERSECTION OF
 PN1262'SOUTH FIRST STREET.  CONTINUE WEST ON PEPPER AVENUE FOR 0.7 KM (0.4
 PN1262'MI) TO THE INTERSECTION OF GOLF COURSE ROAD ON THE LEFT. TURN LEFT AND
 PN1262'GO SOUTH ON GOLF COURSE ROAD FOR 1.6 KM (1.0 MI) TO THE INTERSECTION
 PN1262'OF A TRACK ROAD ON THE LEFT JUST BEFOR A TREE LINE.  TURN LEFT AND GO
 PN1262'SOUTH ALONG TREE LINE THEN CURVING TO EAST ACROSS AN OPEN FIELD FOR
 PN1262'0.8 KM (0.5 MI) TO THE 0-METE POINT ON THE LEFT.
 PN1262'
 PN1262'THE 1314-METER POINT IS A 9 CM (3.5 IN) BLANK BRASS DISK STAMPED--1314
 PN1262'M--, SET IN THE TOP OF A 43 CM (17 IN) DIAMETER CONCRETE POST
 PN1262'PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 260.7 M
 PN1262'(855.3 FT) SOUTHWEST THE NORTHWESTERN CORNER OF RUNWAY (2-20), 117.1 M
 PN1262'(384.2 FT) WEST-NORTHWEST OF THE WESTERN EDGE OF RUNWA (2-20), 28.7 M
 PN1262'(94.2 FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD, AND 1.3 M (4.3 FT)
 PN1262'EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 PN1262'
 PN1262'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 PN1262'ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE RUNWAY IS STRICTLY
 PN1262'PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT OF WAY.
 PN1262'
 PN1262'THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH
 PN1262'ASSISTANCE FROM THE CENTRAL WISCONSIN CHAPTER OF THE WISCONSIN SOCIETY
 PN1262'OF LAND SURVEYORS AND THE WOOD COUNTY SURVEYORS OFFICE.  FOR MORE
 PN1262'INFORMATION PLEASE CONTACT MR. DALE DECKER, COUNTY OF WOOD, OFFICE OF
 PN1262'COUNTY SURVEYOR, 8439 COUNTY TRUNK A, MARSHFIELD, WI 54449.  TELEPHONE
 PN1262'(715) 676-3997.  OR CONTACT DR. D. DAVID MOYER, UNIVERSITY OF
 PN1262'WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON, WI 53705.
 PN1262'TELEPHONE (608) 262-5066.
 PN1262
 PN1262                          STATION RECOVERY (1985)
 PN1262
 PN1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN1262'THIS STATION IS LOCATED AT THE NORTH END OF THE AIRPORT WEST OF RUNWAY
 PN1262'2-20.  IT CAN BE REACHED FROM THE EAST END OF THE DEAD END OF AIRPORT
 PN1262'AVE.  THE STATION IS 440.3 FT (134.2 M) W OF CL END RWY 20, 146.5 FT
 PN1262'(44.7 M) SE OF AN UTILITY POLE IN FRONT OF THE LAST HOUSE ON THE NORTH
 PN1262'SIDE OF THE STREET, 95 FT (29.0 M) S OF THE CENTERLINE OF AIRPORT AVE,
 PN1262'69 FT (21.0 M) W OF A DIM TRACK ROAD, 65 FT (19.8 M) E OF A TRIANGLE
 PN1262'BLAZE IN A SIX INCH PINE TREE ON THE EDGE OF THE WOODS, AND 4.0 FT
 PN1262'(1.2 M) E OF A WITNESS POST.  THE STATION IS MARKED BY A STANDARD
 PN1262'BASELINE DISK WHICH IS UNSTAMPED.  THE DISK IS SET IN AN 18 INCH ROUND
 PN1262'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
 PN1262
 PN1262                          STATION RECOVERY (1993)
 PN1262
 PN1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 PN1262'MARK IS A COMPONENT OF THE WISCONSIN RAPIDS CALIBRATION BASE LINE.
 PN1262'LOCATED ABOUT 2.8 KM (1.7 MI) NORTHEAST OF PORT EDWARDS AND 2.0 KM
 PN1262'(1.2 MI) SOUTHWEST OF WISCONSIN RAPIDS AT THE ALEXANDER FIELD AIRPORT.
 PN1262'MARK IS WEST OF RUNWAY (2-20) AND NORTH OF THE NORTHERN EDGE OF RUNWAY
 PN1262'(11-29).  SEC30T22NR6E. **NOTE** MR. DONALD CACIC, AIRPORT MANAGER,
 PN1262'CACIC AVIATION, INC., 3620 FIRST STREET SOUTH, WISCONSIN RAPIDS, WI
 PN1262'54494, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK AND CAN PROVIDE AIRPORT
 PN1262'ACCESS INFORMATION. TO REACH FROM THE SOUTHERN JUNCTION OF STATE
 PN1262'HIGHWAY 54 (RIVERVIEW EXPRESSWAY EAST) AND STATE HIGHWAY 13 (SOUTH
 PN1262'EIGHTH STREET), LOCATED IN WISCONSIN RAPIDS, GO SOUTH ON HIGHWAY 13
 PN1262'FOR 0.8 KM (0.5 MI) TO THE INTERSECTION OF PEPPER AVENUE.  TURN RIGHT
 PN1262'AND GO WEST ON PEPPER AVENUE FOR 1.2 KM (0.7 MI) TO THE INTERSECTION
 PN1262'OF SOUTH FIRST STREET. CONTINUE WEST ON PEPPER AVENUE FOR 0.7 KM (0.4
 PN1262'MI) TO THE INTERSECTION OF GOLF COURSE ROAD ON THE LEFT.  TURN LEFT
 PN1262'AND GO SOUTH ON GOLF COURSE ROAD FOR 1.1 KM (0.7 MI) TO THE
 PN1262'INTERSECTION OF A TRACK ROAD ON THE LEFT JUST AFTER A TREE LINE.  TURN
 PN1262'LEFT AND GO EAST ALONG TREE LINE CURVING TO NORTH FOR 0.6 KM (0.4 MI)
 PN1262'TO THE MARK ON THE RIGHT. MARK IS SET IN THE TOP OF A 43 CM (17 IN)
 PN1262'DIAMETER CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE
 PN1262'GROUND.  **NOTE** NO INFORMATION ABOUT UNDERGROUND MARK AND MAGNETIC
 PN1262'MATERIAL WAS AVAILABLE AT TIME OF RECOVERY.  IT IS 260.7 M (855.3 FT)
 PN1262'SOUTHWEST OF THE NORTHWESTERN CORNER OF RUNWAY (2-20), 117.1 M (384.2
 PN1262'FT) WEST-NORTHWEST OF THE WESTERN EDGE OF RUNWAY (2-20), 28.7 M (94.2
 PN1262'FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD, AND 1.3 M (4.3 FT)
 PN1262'EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST. FOR MORE INFORMATION
 PN1262'PLEASE CONTACT MR. DALE DECKER, WOOD COUNTY SURVEYOR, 8439 COUNTY
 PN1262'TRUNK A, MARSHFIELD, WI 54449. CONTACT DR. D. DAVID MOYER, UNIVERSITY
 PN1262'OF WISCONSIN, 610 WALNUT STREET 1050 WARF BUILDING, MADISON, WI 53705.
 PN1262'DESCRIBED BY DAVID L. NOCK
 PN1262
 PN1262                          STATION RECOVERY (2004)
 PN1262
 PN1262'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 PN1262'RECOVERED AS DESCRIBED.
 PN1262
 PN1262                          STATION RECOVERY (2010)
 PN1262
 PN1262'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PN1262'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 6.2 M SOUTH OF THE
 PN1262'SOUTH EDGE OF A CIRCULAR TURN-AROUND AT THE EAST END OF AIRPORT
 PN1262'AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0058 ***********************************************************************
 PN0058  DESIGNATION -  ALFORD
 PN0058  PID         -  PN0058
 PN0058  STATE/COUNTY-  WI/BROWN
 PN0058  COUNTRY     -  US
 PN0058  USGS QUAD   -  ONEIDA NORTH (2018)
 PN0058
 PN0058                         *CURRENT SURVEY CONTROL
 PN0058  ______________________________________________________________________
 PN0058* NAD 83(1991) POSITION- 44 31 40.22499(N) 088 08 43.41085(W)   ADJUSTED
 PN0058* NAVD 88 ORTHO HEIGHT -   203.090 (meters)      666.30  (feet) ADJUSTED
 PN0058  ______________________________________________________________________
 PN0058  GEOID HEIGHT    -        -36.242 (meters)                     GEOID18
 PN0058  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 PN0058  DYNAMIC HEIGHT  -        203.064 (meters)      666.22  (feet) COMP
 PN0058  MODELED GRAVITY -    980,487.3   (mgal)                       NAVD 88
 PN0058
 PN0058  HORZ ORDER      -  FIRST
 PN0058  VERT ORDER      -  FIRST     CLASS II
 PN0058
 PN0058.The horizontal coordinates were established by classical geodetic methods
 PN0058.and adjusted by the National Geodetic Survey in November 1991.
 PN0058
 PN0058.The orthometric height was determined by differential leveling and
 PN0058.adjusted by the NATIONAL GEODETIC SURVEY
 PN0058.in June 1991.
 PN0058
 PN0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0058.GEOID18 height accuracy estimate available here.
 PN0058
 PN0058.Click photographs - Photos may exist for this station.
 PN0058
 PN0058.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0058
 PN0058.The dynamic height is computed by dividing the NAVD 88
 PN0058.geopotential number by the normal gravity value computed on the
 PN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0058.degrees latitude (g = 980.6199 gals.).
 PN0058
 PN0058.The modeled gravity was interpolated from observed gravity values.
 PN0058
 PN0058. The following values were computed from the NAD 83(1991) position.
 PN0058
 PN0058;                    North         East     Units Scale Factor Converg.
 PN0058;SPC WI C     -    78,855.582   747,407.116   MT  0.99995908   +1 18 30.8
 PN0058;SPC WI C     -   258,712.02  2,452,118.18   sFT  0.99995908   +1 18 30.8
 PN0058;UTM  16      - 4,931,139.601   408,987.152   MT  0.99970186   -0 48 11.8
 PN0058
 PN0058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0058!SPC WI C     -   0.99997384  x   0.99995908  =   0.99993292
 PN0058!UTM  16      -   0.99997384  x   0.99970186  =   0.99967571
 PN0058
 PN0058:                Primary Azimuth Mark                     Grid Az
 PN0058:SPC WI C     -  AMO                                      038 44 32.9
 PN0058:UTM  16      -  AMO                                      040 51 15.5
 PN0058
 PN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0898731139(NAD 83)
 PN0058
 PN0058|---------------------------------------------------------------------|
 PN0058| PID    Reference Object                     Distance      Geod. Az  |
 PN0058|                                                           dddmmss.s |
 PN0058| PN0877 AMO                                 APPROX. 1.0 KM 0400303.7 |
 PN0058|---------------------------------------------------------------------|
 PN0058
 PN0058                          SUPERSEDED SURVEY CONTROL
 PN0058
 PN0058  NAD 83(1986)-  44 31 40.21599(N)    088 08 43.39813(W) AD(       ) 1
 PN0058  NAD 27      -  44 31 40.24800(N)    088 08 43.02100(W) AD(       ) 1
 PN0058  NGVD 29 (??/??/92)  203.123  (m)          666.41   (f) ADJ UNCH    1 2
 PN0058  NGVD 29             203.12   (m)          666.4    (f) LEVELING    3  
 PN0058
 PN0058.Superseded values are not recommended for survey control.
 PN0058
 PN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0058.See file dsdata.pdf to determine how the superseded data were derived.
 PN0058
 PN0058_MARKER: DE = TRAVERSE STATION DISK
 PN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0058_STAMPING: ALFORD 1926
 PN0058_MARK LOGO: CGS
 PN0058_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0058+STABILITY: SURFACE MOTION
 PN0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0058+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PN0058
 PN0058  HISTORY     - Date     Condition        Report By
 PN0058  HISTORY     - 1926     MONUMENTED       CGS
 PN0058  HISTORY     - 1930     GOOD             CGS
 PN0058  HISTORY     - 1930     GOOD             CGS
 PN0058  HISTORY     - 1934     GOOD             CGS
 PN0058  HISTORY     - 1954     GOOD             CGS
 PN0058  HISTORY     - 1976     MARK NOT FOUND   ALSTER
 PN0058  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0058  HISTORY     - 19940422 GOOD             WI-009
 PN0058  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0058  HISTORY     - 20050810 GOOD             WIDT
 PN0058
 PN0058                          STATION DESCRIPTION
 PN0058
 PN0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0058'STATION IS LOCATED ABOUT 3 MILES NE OF THE TOWN OF ONEIDA, ALONG
 PN0058'THE GREEN BAY AND WESTERN RAILWAY.  IT IS ABOUT 300 METERS W
 PN0058'OF MILEPOST GB 7.  IT IS ON THE PROLONGATION OF THE S RAIL OF
 PN0058'THE TRACK FROM THE E.  IT IS 7.01 METERS (23.04 FEET) S OF THE
 PN0058'S PROPERTY FENCE OF THE RAILROAD, AND 20.34 METERS S OF THE S
 PN0058'RAIL.
 PN0058'
 PN0058'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0058'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0058
 PN0058                          STATION RECOVERY (1930)
 PN0058
 PN0058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0058'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN0058'ADEQUATE.
 PN0058
 PN0058                          STATION RECOVERY (1930)
 PN0058
 PN0058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0058'3.1 MI NE FROM ONEIDA.
 PN0058'ON THE GREEN BAY AND WESTERN RAILROAD, 3.1 MILE NORTHEAST OF THE
 PN0058'STATION AT ONEIDA, 985 FEET WEST OF MILEPOST GB 7, IT IS ON THE
 PN0058'PROLONGATION OF THE SOUTH RAIL FROM THE EAST, 23 FEET SOUTH OF THE
 PN0058'SOUTH PROPERTY LINE FENCE, 75 FEET SOUTH OF THE SOUTH AND NEAREST
 PN0058'RAIL, STANDARD TRAVERSE STATION.
 PN0058
 PN0058                          STATION RECOVERY (1934)
 PN0058
 PN0058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0058'RECOVERED IN GOOD CONDITION.
 PN0058
 PN0058                          STATION RECOVERY (1954)
 PN0058
 PN0058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 PN0058'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0058
 PN0058                          STATION RECOVERY (1976)
 PN0058
 PN0058'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JWM)
 PN0058'NOT FOUND AFTER SEARCH.
 PN0058'
 PN0058'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILE NE OF ONEIDA.
 PN0058
 PN0058                          STATION RECOVERY (1985)
 PN0058
 PN0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0058'MARK NOT FOUND.
 PN0058
 PN0058                          STATION RECOVERY (1994)
 PN0058
 PN0058'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0058'ADDED WHITE SIGN POST. 150 FEET (45.7 M) (BY PACE) NORTH OF COUNTY
 PN0058'GOLF COURSE FENCE LINE AND 21 FEET (6.4 M) EAST OF RAILROAD FENCE LINE
 PN0058
 PN0058                          STATION RECOVERY (2004)
 PN0058
 PN0058'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0058'MARK NOT FOUND.
 PN0058
 PN0058                          STATION RECOVERY (2005)
 PN0058
 PN0058'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0058'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 6.9 M SOUTHEAST OF
 PN0058'THE RIGHT-OF-WAY FENCE, 0.3 M SOUTH OF AN ORANGE FIBERGLASS WITNESS
 PN0058'POST, AND 0.3 M NORTH OF A SECOND ORANGE FIBERGLASS WITNESS POST.
 PN0058'NOTE THE PREVIOUS WITNESS POSTS HAD BEEN MOWED OVER BY A FARMER
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0048 ***********************************************************************
 PM0048  DESIGNATION -  ALGOMA
 PM0048  PID         -  PM0048
 PM0048  STATE/COUNTY-  WI/KEWAUNEE
 PM0048  COUNTRY     -  US
 PM0048  USGS QUAD   -  ALGOMA (2018)
 PM0048
 PM0048                         *CURRENT SURVEY CONTROL
 PM0048  ______________________________________________________________________
 PM0048* NAD 83(1986) POSITION- 44 36 28.6    (N) 087 26 04.4    (W)   HD_HELD2
 PM0048* NAVD 88 ORTHO HEIGHT -   180.058 (meters)      590.74  (feet) ADJUSTED
 PM0048  ______________________________________________________________________
 PM0048  GEOID HEIGHT    -        -36.507 (meters)                     GEOID18
 PM0048  DYNAMIC HEIGHT  -        180.037 (meters)      590.67  (feet) COMP
 PM0048  MODELED GRAVITY -    980,499.2   (mgal)                       NAVD 88
 PM0048
 PM0048  VERT ORDER      -  FIRST     CLASS I
 PM0048
 PM0048.The horizontal coordinates were established by autonomous hand held GPS
 PM0048.observations and have an estimated accuracy of +/- 10 meters.
 PM0048
 PM0048.The orthometric height was determined by differential leveling and
 PM0048.adjusted by the NATIONAL GEODETIC SURVEY
 PM0048.in June 1991.
 PM0048
 PM0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0048.GEOID18 height accuracy estimate available here.
 PM0048
 PM0048.Click photographs - Photos may exist for this station.
 PM0048
 PM0048.The dynamic height is computed by dividing the NAVD 88
 PM0048.geopotential number by the normal gravity value computed on the
 PM0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0048.degrees latitude (g = 980.6199 gals.).
 PM0048
 PM0048.The modeled gravity was interpolated from observed gravity values.
 PM0048
 PM0048;                    North         East    Units  Estimated Accuracy
 PM0048;SPC WI C     -    89,290.      803,608.      MT  (+/- 10 meters HH2 GPS)
 PM0048
 PM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6551739491(NAD 83)
 PM0048
 PM0048                          SUPERSEDED SURVEY CONTROL
 PM0048
 PM0048  NGVD 29 (??/??/92)  180.098  (m)          590.87   (f) ADJ UNCH    1 1
 PM0048
 PM0048.Superseded values are not recommended for survey control.
 PM0048
 PM0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0048.See file dsdata.pdf to determine how the superseded data were derived.
 PM0048
 PM0048_MARKER: DB = BENCH MARK DISK
 PM0048_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0048_SP_SET: FOUNDATION WALL
 PM0048_STAMPING: ALGOMA 1934
 PM0048_MARK LOGO: CGS
 PM0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0048+STABILITY: SURFACE MOTION
 PM0048
 PM0048  HISTORY     - Date     Condition        Report By
 PM0048  HISTORY     - 1934     MONUMENTED       CGS
 PM0048  HISTORY     - 1934     GOOD             CGS
 PM0048  HISTORY     - 1975     GOOD             NOS
 PM0048  HISTORY     - 1987     GOOD             USPSQD
 PM0048  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0048  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0048
 PM0048                          STATION DESCRIPTION
 PM0048
 PM0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0048'IN ALGOMA.
 PM0048'IN THE NORTHWEST CORNER OF THE ALGOMA POWER PLANT.  3 FT. ABOVE
 PM0048'GROUND.  1 FT. SOUTH OF THE NORTH WALL OF BUILDING.  20 FT.
 PM0048'NORTH OF WEST ENTRANCE TO PLANT.
 PM0048
 PM0048                          STATION RECOVERY (1975)
 PM0048
 PM0048'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0048'RECOVERED IN GOOD CONDITION.
 PM0048
 PM0048                          STATION RECOVERY (1987)
 PM0048
 PM0048'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 PM0048'RECOVERED IN GOOD CONDITION.
 PM0048
 PM0048                          STATION RECOVERY (2003)
 PM0048
 PM0048'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0048'NOT FOUND.  THE POWER PLANT WAS RECONSTRUCTED WITH NEW EXTERIOR BRICK
 PM0048'IN 2001 AND IS NOW NAMED THE GERALD J. HAEGELE CENTER.
 PM0048
 PM0048                          STATION RECOVERY (2005)
 PM0048
 PM0048'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0048'NOT FOUND.  ADD--THE POWER PLANT WAS RECONSTRUCTED WITH NEW EXTERIOR
 PM0048'BRICK, AS PREVIOUSLY DESCRIBED IN THE 2003 RECOVERY NOTES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0581 ***********************************************************************
 PM0581  DESIGNATION -  ALGOMA
 PM0581  PID         -  PM0581
 PM0581  STATE/COUNTY-  WI/KEWAUNEE
 PM0581  COUNTRY     -  US
 PM0581  USGS QUAD   -  ALGOMA (2018)
 PM0581
 PM0581                         *CURRENT SURVEY CONTROL
 PM0581  ______________________________________________________________________
 PM0581* NAD 83(1991) POSITION- 44 36 49.46659(N) 087 26 04.68217(W)   ADJUSTED
 PM0581* NAVD 88 ORTHO HEIGHT -   196.    (meters)      643.    (feet) SCALED
 PM0581  ______________________________________________________________________
 PM0581  GEOID HEIGHT    -        -36.511 (meters)                     GEOID18
 PM0581  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 PM0581  HORZ ORDER      -  SECOND
 PM0581
 PM0581.The horizontal coordinates were established by classical geodetic methods
 PM0581.and adjusted by the National Geodetic Survey in November 1991.
 PM0581
 PM0581.The orthometric height was scaled from a topographic map.
 PM0581
 PM0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0581.GEOID18 height accuracy estimate available here.
 PM0581
 PM0581.Click photographs - Photos may exist for this station.
 PM0581
 PM0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0581
 PM0581. The following values were computed from the NAD 83(1991) position.
 PM0581
 PM0581;                    North         East     Units Scale Factor Converg.
 PM0581;SPC WI C     -    89,933.321   803,581.571   MT  0.99995114   +1 48 36.2
 PM0581;SPC WI C     -   295,056.24  2,636,417.20   sFT  0.99995114   +1 48 36.2
 PM0581;UTM  16      - 4,940,135.211   465,514.818   MT  0.99961462   -0 18 18.9
 PM0581
 PM0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0581!SPC WI C     -   0.99997500  x   0.99995114  =   0.99992614
 PM0581!UTM  16      -   0.99997500  x   0.99961462  =   0.99958963
 PM0581
 PM0581:                Primary Azimuth Mark                     Grid Az
 PM0581:SPC WI C     -  ALGOMA MUNICIPAL TANK                    240 56 30.3
 PM0581:UTM  16      -  ALGOMA MUNICIPAL TANK                    243 03 25.4
 PM0581
 PM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6551440135(NAD 83)
 PM0581
 PM0581|---------------------------------------------------------------------|
 PM0581| PID    Reference Object                     Distance      Geod. Az  |
 PM0581|                                                           dddmmss.s |
 PM0581| AJ5103 ALGOMA RM 1                          27.002 METERS 03137     |
 PM0581| AJ5104 ALGOMA RM 2                          24.598 METERS 11251     |
 PM0581| PM0391 ALGOMA IMM CON CATH CH SPIRE        253.965 METERS 15403     |
 PM0581| PM0392 ALGOMA MUNICIPAL TANK               APPROX. 1.4 KM 2424506.5 |
 PM0581| PM0518 RANKIN ST JOHNS LUTH CH SPIRE       APPROX. 5.9 KM 2500336.7 |
 PM0581| CJ5396 TT 79 MF                                           3123255.0 |
 PM0581|---------------------------------------------------------------------|
 PM0581
 PM0581                          SUPERSEDED SURVEY CONTROL
 PM0581
 PM0581  NAD 83(1986)-  44 36 49.45971(N)    087 26 04.66855(W) AD(       ) 2
 PM0581  NAD 27      -  44 36 49.45600(N)    087 26 04.35500(W) AD(       ) 2
 PM0581
 PM0581.Superseded values are not recommended for survey control.
 PM0581
 PM0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0581.See file dsdata.pdf to determine how the superseded data were derived.
 PM0581
 PM0581_MARKER: DS = TRIANGULATION STATION DISK
 PM0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0581_STAMPING: ALGOMA 1953
 PM0581_MARK LOGO: CGS
 PM0581_PROJECTION: FLUSH
 PM0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0581+STABILITY: SURFACE MOTION
 PM0581
 PM0581  HISTORY     - Date     Condition        Report By
 PM0581  HISTORY     - 1953     MONUMENTED       CGS
 PM0581  HISTORY     - 1955     SEE DESCRIPTION  CGS
 PM0581  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PM0581
 PM0581                          STATION DESCRIPTION
 PM0581
 PM0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0581'STATION IS LOCATED AT THE WEST SIDE OF THE IRVING DEMONSTRATION
 PM0581'SCHOOL AT THE INTERSECTION OF CHURCH STREET AND ARLINGTON STREET IN
 PM0581'THE NORTHEAST SECTION OF ALGOMA.  IT IS 126 FEET SOUTHWEST OF
 PM0581'THE NORTHWEST CORNER OF THE SCHOOL BUILDING AND 113 FEET
 PM0581'WEST OF THE SOUTHWEST CORNER OF THE BUILDING.  THE MARK IS
 PM0581'FLUSH AND THE DISK IS STAMPED ALGOMA 1953.
 PM0581'
 PM0581'REFERENCE MARK NO. 1 IS 68 FEET WEST OF THE NORTHWEST CORNER OF THE
 PM0581'BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED ALGOMA NO 1
 PM0581'1953.
 PM0581'
 PM0581'REFERENCE MARK NO. 2 IS 49 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 PM0581'THE BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED ALGOMA NO 2
 PM0581'1953.
 PM0581'
 PM0581'TT 79 MF (USGS) BM WAS USED AS AN AZIMUTH MARK.  IT IS 42 FEET WEST
 PM0581'OF THE CENTER OF STATE HIGHWAY 42, 1 FOOT SOUTH OF A WHITE WITNESS
 PM0581'POST AND 1 FOOT EAST OF A FENCE.  THE MARK IS AN 8 X 8 INCH
 PM0581'CONCRETE POST PROJECTING ABOUT 6 INCHES WITH A U.S. GEOLOGICAL
 PM0581'SURVEY BENCH MARK DISK IN THE TOP STAMPED TT 79 MF 1951 598 (FEET
 PM0581'ELEVATION).
 PM0581'
 PM0581'TO REACH THE BENCH MARK FROM THE STATION AND SCHOOL, GO SOUTH ON
 PM0581'CHURCH STREET FOR 0.2 MILE TO THE INTERSECTION OF WATER STREET.
 PM0581'TURN RIGHT AND GO WEST AND NORTHWEST ON WATER STREET FOR 0.25 MILE
 PM0581'TO THE JUNCTION OF STATE HIGHWAY 42.  TURN RIGHT AND GO NORTHWEST
 PM0581'AND NORTH ON THE HIGHWAY FOR 1.0 MILE TO THE MARK ON THE LEFT AS
 PM0581'DESCRIBED.
 PM0581'
 PM0581'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0581
 PM0581                          STATION RECOVERY (1955)
 PM0581
 PM0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 PM0581'THE STATION MARK AND TWO REFERENCE MARKS WERE DESTROYED BY THIS PARTY
 PM0581'NOVEMBER 1, 1955, AND A NEW STATION, ALGOMA 2 1955 WAS ESTABLISHED.
 PM0581
 PM0581                          STATION RECOVERY (2003)
 PM0581
 PM0581'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0581'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0393 ***********************************************************************
 PM0393  DESIGNATION -  ALGOMA 2 RESET
 PM0393  PID         -  PM0393
 PM0393  STATE/COUNTY-  WI/KEWAUNEE
 PM0393  COUNTRY     -  US
 PM0393  USGS QUAD   -  ALGOMA (2018)
 PM0393
 PM0393                         *CURRENT SURVEY CONTROL
 PM0393  ______________________________________________________________________
 PM0393* NAD 83(1991) POSITION- 44 36 49.49119(N) 087 26 04.39454(W)   NO CHECK
 PM0393* NAVD 88 ORTHO HEIGHT -   195.303 (meters)      640.76  (feet) ADJUSTED
 PM0393  ______________________________________________________________________
 PM0393  GEOID HEIGHT    -        -36.511 (meters)                     GEOID18
 PM0393  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 PM0393  DYNAMIC HEIGHT  -        195.281 (meters)      640.68  (feet) COMP
 PM0393  MODELED GRAVITY -    980,499.2   (mgal)                       NAVD 88
 PM0393
 PM0393  HORZ ORDER      -  THIRD
 PM0393  VERT ORDER      -  SECOND    CLASS I
 PM0393
 PM0393.The horizontal coordinates were established by classical geodetic methods
 PM0393.and adjusted by the National Geodetic Survey in November 1991.
 PM0393
 PM0393.No horizontal observational check was made to the station.
 PM0393
 PM0393.The orthometric height was determined by differential leveling and
 PM0393.adjusted by the NATIONAL GEODETIC SURVEY
 PM0393.in October 2019.
 PM0393
 PM0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0393.GEOID18 height accuracy estimate available here.
 PM0393
 PM0393.Click photographs - Photos may exist for this station.
 PM0393
 PM0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0393
 PM0393.The dynamic height is computed by dividing the NAVD 88
 PM0393.geopotential number by the normal gravity value computed on the
 PM0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0393.degrees latitude (g = 980.6199 gals.).
 PM0393
 PM0393.The modeled gravity was interpolated from observed gravity values.
 PM0393
 PM0393. The following values were computed from the NAD 83(1991) position.
 PM0393
 PM0393;                    North         East     Units Scale Factor Converg.
 PM0393;SPC WI C     -    89,934.280   803,587.885   MT  0.99995114   +1 48 36.4
 PM0393;SPC WI C     -   295,059.38  2,636,437.92   sFT  0.99995114   +1 48 36.4
 PM0393;UTM  16      - 4,940,135.936   465,521.161   MT  0.99961462   -0 18 18.7
 PM0393
 PM0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0393!SPC WI C     -   0.99997510  x   0.99995114  =   0.99992624
 PM0393!UTM  16      -   0.99997510  x   0.99961462  =   0.99958973
 PM0393
 PM0393:                Primary Azimuth Mark                     Grid Az
 PM0393:SPC WI C     -  ALGOMA MUNICIPAL TANK                    241 01 51.7
 PM0393:UTM  16      -  ALGOMA MUNICIPAL TANK                    243 08 46.8
 PM0393
 PM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6552140135(NAD 83)
 PM0393
 PM0393|---------------------------------------------------------------------|
 PM0393| PID    Reference Object                     Distance      Geod. Az  |
 PM0393|                                                           dddmmss.s |
 PM0393| AJ5101 ALGOMA 2 RM 1                        31.864 METERS 05929     |
 PM0393| AJ5102 ALGOMA 2 RM 2                        19.330 METERS 12218     |
 PM0393| PM0392 ALGOMA MUNICIPAL TANK               APPROX. 1.4 KM 2425028.1 |
 PM0393| PM0581 ALGOMA                                6.387 METERS 26310     |
 PM0393|---------------------------------------------------------------------|
 PM0393
 PM0393                          SUPERSEDED SURVEY CONTROL
 PM0393
 PM0393  NAD 83(1986)-  44 36 49.48431(N)    087 26 04.38092(W) AD(       ) 3
 PM0393  NAD 27      -  44 36 49.48000(N)    087 26 04.06700(W) AD(       ) 3
 PM0393
 PM0393.Superseded values are not recommended for survey control.
 PM0393
 PM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0393.See file dsdata.pdf to determine how the superseded data were derived.
 PM0393
 PM0393_MARKER: DH = HORIZONTAL CONTROL DISK
 PM0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0393_STAMPING: ALGOMA 2 1955 1981
 PM0393_MARK LOGO: NGS
 PM0393_PROJECTION: FLUSH
 PM0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0393+STABILITY: SURFACE MOTION
 PM0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0393+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2019
 PM0393
 PM0393  HISTORY     - Date     Condition        Report By
 PM0393  HISTORY     - 1981     MONUMENTED       NGS
 PM0393  HISTORY     - 1989     GOOD             USPSQD
 PM0393  HISTORY     - 19940719 GOOD             USPSQD
 PM0393  HISTORY     - 20021104 GOOD             USPSQD
 PM0393  HISTORY     - 20040303 GOOD             USPSQD
 PM0393  HISTORY     - 20190731 GOOD             WIDT
 PM0393
 PM0393                          STATION DESCRIPTION
 PM0393
 PM0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PM0393'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 PM0393'CONDITION.  REFERENCE MARK 2 WAS FOUND WITH THE DISK GONE AND
 PM0393'REFERENCE MARK 3 WAS SET IN THE MONUMENT.  THE CITY ENGINEER WAS
 PM0393'CONTACTED AND THE SURFACE STATION MARK WAS RESET HIGH ENOUGH TO BRING
 PM0393'IT ABOVE PROPOSED GRADE OF STREET CURB.  THE DIRECTION TO REFERENCE
 PM0393'MARK 1 CHECKED BUT THE DISTANCE WAS FOUND TO BE IN ERROR BY 0.13 OF A
 PM0393'FOOT.  A NEW DESCRIPTION FOLLOWS.
 PM0393'
 PM0393'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF ALGOMA, AT THE WEST
 PM0393'SIDE OF THE KNIGHTS OF COLUMBUS BUILDING WHICH IS LOCATED AT THE
 PM0393'INTERSECTION OF CHURCH AND ARLINGTON STREETS, 106 FT (32.3 M)
 PM0393'SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 92 FT (28.0 M) WEST
 PM0393'OF THE SOUTHWEST CORNER OF THE BUILDING AND IN THE EAST CURB OF A NEW
 PM0393'STREET. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED--ALGOMA 2 1955
 PM0393'1981--.
 PM0393'
 PM0393'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--ALGOMA 2 NO 1 1955--,
 PM0393'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, 2
 PM0393'FT (0.6 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING AND 1.5
 PM0393'FT (0.5 M) WEST OF THE WEST WALL OF THE SAME.
 PM0393'
 PM0393'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--ALGOMA 2 1955 NO 3
 PM0393'1981--, SET IN TOP OF A SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 PM0393'GROUND, 40 FT (12.2 M) NORTH OF A 10-INCH ASH TREE AND 49 FT (14.9 M)
 PM0393'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING.
 PM0393
 PM0393                          STATION RECOVERY (1989)
 PM0393
 PM0393'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0393'RECOVERED IN GOOD CONDITION.
 PM0393
 PM0393                          STATION RECOVERY (1994)
 PM0393
 PM0393'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0393'RECOVERED IN GOOD CONDITION.
 PM0393
 PM0393                          STATION RECOVERY (2002)
 PM0393
 PM0393'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0393'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE DISK IS LABELED
 PM0393'ALGOMA 2 1955 1981 AND IS ON A CONCRETE POST 4 INCHES ABOVE STREET
 PM0393'LEVEL IN LINE WITH THE CURBLINE EXTENDED, 2 FEET EAST OF THE EAST EDGE
 PM0393'OF HIGH VIEW CT. AND APPROX. 300 FEET NORTH OF GRANDVIEW CT.  THE 1981
 PM0393'DESCRIPTION IS ALSO CORRECT.
 PM0393
 PM0393                          STATION RECOVERY (2004)
 PM0393
 PM0393'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0393'RECOVERED IN GOOD CONDITION.
 PM0393
 PM0393                          STATION RECOVERY (2019)
 PM0393
 PM0393'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 PM0393'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 PM0393'
 PM0393'NOTE-1 FT (0.3 M) WEST OF A STEEL CHANNEL POST.
 PM0393'
 PM0393'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED, 0.6 M (2.0 FT) SOUTHWEST
 PM0393'OF THE NORTHWEST CORNER OF THE FORMER KNIGHTS OF COLUMBUS BUILDING AND
 PM0393'0.5 M (1.6 FT) WEST OF THE WEST BRICK WALL OF THE BUILDING, HOWEVER,
 PM0393'THE TOP OF THE MARK IS APPROXIMATELY 0.8 FT (24 CM) BELOW GRADE.
 PM0393'
 PM0393'REFERENCE MARK 3 WAS NOT FOUND AND LIKELY WAS DESTROYED MANY YEARS
 PM0393'AGO, COINCIDING WITH DEVELOPMENT OF THE ADJACENT RESIDENTIAL LOT TO
 PM0393'THE SOUTH OF THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2567 ***********************************************************************
 DL2567  DESIGNATION -  ALGOMA GPS
 DL2567  PID         -  DL2567
 DL2567  STATE/COUNTY-  WI/KEWAUNEE
 DL2567  COUNTRY     -  US
 DL2567  USGS QUAD   -  ALGOMA (2018)
 DL2567
 DL2567                         *CURRENT SURVEY CONTROL
 DL2567  ______________________________________________________________________
 DL2567* NAD 83(2011) POSITION- 44 37 03.98413(N) 087 25 19.50132(W)   ADJUSTED
 DL2567* NAD 83(2011) ELLIP HT-   150.707 (meters)        (06/27/12)   ADJUSTED
 DL2567* NAD 83(2011) EPOCH   -  2010.00
 DL2567* NAVD 88 ORTHO HEIGHT -   187.226 (meters)      614.26  (feet) ADJUSTED
 DL2567  ______________________________________________________________________
 DL2567  GEOID HEIGHT    -        -36.526 (meters)                     GEOID18
 DL2567  NAD 83(2011) X  -    204,543.197 (meters)                     COMP
 DL2567  NAD 83(2011) Y  - -4,543,030.589 (meters)                     COMP
 DL2567  NAD 83(2011) Z  -  4,457,319.165 (meters)                     COMP
 DL2567  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 DL2567  DYNAMIC HEIGHT  -        187.205 (meters)      614.19  (feet) COMP
 DL2567  MODELED GRAVITY -    980,499.5   (mgal)                       NAVD 88
 DL2567
 DL2567  VERT ORDER      -  SECOND    CLASS I
 DL2567
 DL2567  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2567  Standards:
 DL2567         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2567            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2567  -------------------------------------------------------------------
 DL2567  NETWORK    0.36   0.55           0.16   0.13   0.28      0.01666596
 DL2567  -------------------------------------------------------------------
 DL2567  Click here for local accuracies and other accuracy information.
 DL2567
 DL2567.The horizontal coordinates were established by GPS observations
 DL2567.and adjusted by the National Geodetic Survey in June 2012.
 DL2567
 DL2567.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2567.been affixed to the stable North American tectonic plate. See 
 DL2567.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2567
 DL2567.The horizontal coordinates are valid at the epoch date displayed above
 DL2567.which is a decimal equivalence of Year/Month/Day.
 DL2567
 DL2567.The orthometric height was determined by differential leveling and
 DL2567.adjusted by the NATIONAL GEODETIC SURVEY
 DL2567.in October 2019.
 DL2567
 DL2567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2567.GEOID18 height accuracy estimate available here.
 DL2567
 DL2567.Click photographs - Photos may exist for this station.
 DL2567
 DL2567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2567
 DL2567.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2567
 DL2567.The ellipsoidal height was determined by GPS observations
 DL2567.and is referenced to NAD 83.
 DL2567
 DL2567.The dynamic height is computed by dividing the NAVD 88
 DL2567.geopotential number by the normal gravity value computed on the
 DL2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2567.degrees latitude (g = 980.6199 gals.).
 DL2567
 DL2567.The modeled gravity was interpolated from observed gravity values.
 DL2567
 DL2567. The following values were computed from the NAD 83(2011) position.
 DL2567
 DL2567;                    North         East     Units Scale Factor Converg.
 DL2567;SPC WI C     -    90,412.739   804,562.972   MT  0.99995082   +1 49 08.1
 DL2567;SPC WI C     -   296,629.13  2,639,637.02   sFT  0.99995082   +1 49 08.1
 DL2567;UTM  16      - 4,940,577.929   466,512.910   MT  0.99961379   -0 17 47.3
 DL2567
 DL2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2567!SPC WI C     -   0.99997637  x   0.99995082  =   0.99992719
 DL2567!UTM  16      -   0.99997637  x   0.99961379  =   0.99959017
 DL2567
 DL2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6651240577(NAD 83)
 DL2567
 DL2567                          SUPERSEDED SURVEY CONTROL
 DL2567
 DL2567  NAD 83(2007)-  44 37 03.98424(N)    087 25 19.50197(W) AD(2002.00) B
 DL2567  ELLIP H (09/06/11)  150.725  (m)                       GP(2002.00) 1 1
 DL2567  NAVD 88             187.22   (m)          614.2    (f) LEVELING    3  
 DL2567  NAVD 88 (05/08/12)  187.224  (m)          614.25   (f) SUPERSEDED  2 1
 DL2567
 DL2567.Superseded values are not recommended for survey control.
 DL2567
 DL2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2567.See file dsdata.pdf to determine how the superseded data were derived.
 DL2567
 DL2567_MARKER: DD = SURVEY DISK
 DL2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2567_STAMPING: ALGOMA GPS 2007
 DL2567_MARK LOGO: WIDT
 DL2567_PROJECTION: FLUSH
 DL2567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2567+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2019
 DL2567
 DL2567  HISTORY     - Date     Condition        Report By
 DL2567  HISTORY     - 2008     MONUMENTED       WIDT
 DL2567  HISTORY     - 20081006 GOOD             WIDT
 DL2567  HISTORY     - 2009     GOOD             WIDT
 DL2567  HISTORY     - 20140801 GOOD             WIDT
 DL2567  HISTORY     - 20150420 GOOD             WIDT
 DL2567  HISTORY     - 20190731 GOOD             WIDT
 DL2567
 DL2567                          STATION DESCRIPTION
 DL2567
 DL2567'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2567'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 (JEFFERSON
 DL2567'STREET) WITH STATE HIGHWAY 42 (LAKE STREET) IN THE CITY OF ALGOMA, GO
 DL2567'NORTH ON STATE HIGHWAY 42 (LAKE STREET) FOR 0.1 MILE TO STATE HIGHWAY
 DL2567'42 CURVING LEFT AND COUNTY HIGHWAY S AHEAD, STAY RIGHT AND GO
 DL2567'NORTHEAST THEN EAST THEN NORTHEAST ON COUNTY HIGHWAY S FOR 1.4 MI (2.3
 DL2567'KM) TO BAY ROAD LEFT, TURN LEFT AND GO WEST ON BAY ROAD FOR 0.06 MILE
 DL2567'TO THE STATION ON THE RIGHT.
 DL2567'
 DL2567'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL2567'GEODETIC SURVEY CONTROL STATION DISK --ALGOMA GPS 2007-- SET IN THE
 DL2567'TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.5 M (8.2 FT) DEEP,
 DL2567'FLUSH WITH THE GROUND, AND APPROXIMATELY 1 M (3.3 FT) ABOVE THE ROAD
 DL2567'PAVEMENT.
 DL2567'
 DL2567'THE STATION IS 11.6 M (38.1 FT) NORTH OF THE CENTERLINE OF BAY ROAD,
 DL2567'APPROXIMATELY 100 M (328.1 FT) EAST OF THE CENTERLINE OF WALNUT ROAD
 DL2567'AND 96 M (315.0 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY S
 DL2567'(LAKEVIEW DRIVE), 22.1 M (72.5 FT) NORTH-NORTHWEST OF THE TOP CENTER
 DL2567'OF A GREEN FIRE HYDRANT, 2.0 M (6.6 FT) SOUTH OF A CULTIVATED FIELD,
 DL2567'AND 1.0 M (3.3 FT) EAST AND 1.0 M (3.3 FT) WEST OF TWO ORANGE 4X4
 DL2567'PLASTIC GUARD POSTS.
 DL2567'
 DL2567'NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL2567'15 DEGREES ABOVE THE HORIZON.
 DL2567
 DL2567                          STATION RECOVERY (2009)
 DL2567
 DL2567'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 DL2567'RECOVERED AS DESCRIBED.
 DL2567
 DL2567                          STATION RECOVERY (2014)
 DL2567
 DL2567'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DL2567'RECOVERED AS DESCRIBED.
 DL2567
 DL2567                          STATION RECOVERY (2015)
 DL2567
 DL2567'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2567'RECOVERED AS DESCRIBED.
 DL2567
 DL2567                          STATION RECOVERY (2019)
 DL2567
 DL2567'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2567'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0391 ***********************************************************************
 PM0391  DESIGNATION -  ALGOMA IMM CON CATH CH SPIRE
 PM0391  PID         -  PM0391
 PM0391  STATE/COUNTY-  WI/KEWAUNEE
 PM0391  COUNTRY     -  US
 PM0391  USGS QUAD   -  ALGOMA (2018)
 PM0391
 PM0391                         *CURRENT SURVEY CONTROL
 PM0391  ______________________________________________________________________
 PM0391* NAD 83(1991) POSITION- 44 36 42.06833(N) 087 25 59.64275(W)   ADJUSTED
 PM0391  ______________________________________________________________________
 PM0391  GEOID HEIGHT    -        -36.511 (meters)                     GEOID18
 PM0391  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 PM0391  HORZ ORDER      -  THIRD
 PM0391
 PM0391.The horizontal coordinates were established by classical geodetic methods
 PM0391.and adjusted by the National Geodetic Survey in November 1991.
 PM0391
 PM0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0391.GEOID18 height accuracy estimate available here.
 PM0391
 PM0391.Click photographs - Photos may exist for this station.
 PM0391
 PM0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0391
 PM0391. The following values were computed from the NAD 83(1991) position.
 PM0391
 PM0391;                    North         East     Units Scale Factor Converg.
 PM0391;SPC WI C     -    89,708.588   803,699.839   MT  0.99995130   +1 48 39.8
 PM0391;SPC WI C     -   294,318.93  2,636,805.22   sFT  0.99995130   +1 48 39.8
 PM0391;UTM  16      - 4,939,906.343   465,624.673   MT  0.99961453   -0 18 15.3
 PM0391
 PM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6562439906(NAD 83)
 PM0391
 PM0391                          SUPERSEDED SURVEY CONTROL
 PM0391
 PM0391  NAD 83(1986)-  44 36 42.06130(N)    087 25 59.62888(W) AD(       ) 3
 PM0391  NAD 27      -  44 36 42.05600(N)    087 25 59.31500(W) AD(       ) 3
 PM0391
 PM0391.Superseded values are not recommended for survey control.
 PM0391
 PM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0391.See file dsdata.pdf to determine how the superseded data were derived.
 PM0391
 PM0391_MARKER: 91 = CHURCH CROSS
 PM0391
 PM0391  HISTORY     - Date     Condition        Report By
 PM0391  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0391  HISTORY     - 1989     GOOD             USPSQD
 PM0391  HISTORY     - 19940719 GOOD             USPSQD
 PM0391  HISTORY     - 20021104 GOOD             USPSQD
 PM0391  HISTORY     - 20040303 GOOD             USPSQD
 PM0391  HISTORY     - 20050306 GOOD             USPSQD
 PM0391
 PM0391                          STATION DESCRIPTION
 PM0391
 PM0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0391'STATION IS A CROSS ON TOP OF THE IMMACULATE CONCEPTION CATHOLIC
 PM0391'CHURCH, LOCATED ON A HILL ON THE NORTHEAST SIDE OF ALGOMA, ON THE
 PM0391'EAST SIDE OF CHURCH STREET, ABOUT 300 FEET NORTH OF THE INTERSECTION
 PM0391'WITH NORTH WATER STREET.  THE CHURCH IS CONSTRUCTED OF RED BRICK,
 PM0391'AND IT HAS A SPIRE COVERED WITH GREY SLATE SHINGLES RISING TO
 PM0391'ABOUT 125 FEET ABOVE THE GROUND, WITH A GREY STONE CROSS ON THE TOP.
 PM0391
 PM0391                          STATION RECOVERY (1989)
 PM0391
 PM0391'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0391'RECOVERED IN GOOD CONDITION.
 PM0391
 PM0391                          STATION RECOVERY (1994)
 PM0391
 PM0391'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0391'RECOVERED IN GOOD CONDITION.
 PM0391
 PM0391                          STATION RECOVERY (2002)
 PM0391
 PM0391'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0391'RECOVERED IN GOOD CONDITION.
 PM0391
 PM0391                          STATION RECOVERY (2004)
 PM0391
 PM0391'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0391'RECOVERED IN GOOD CONDITION.
 PM0391
 PM0391                          STATION RECOVERY (2005)
 PM0391
 PM0391'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0390 ***********************************************************************
 PM0390  DESIGNATION -  ALGOMA ST PAULS EVAN LUTH CH
 PM0390  PID         -  PM0390
 PM0390  STATE/COUNTY-  WI/KEWAUNEE
 PM0390  COUNTRY     -  US
 PM0390  USGS QUAD   -  ALGOMA (2018)
 PM0390
 PM0390                         *CURRENT SURVEY CONTROL
 PM0390  ______________________________________________________________________
 PM0390* NAD 83(1991) POSITION- 44 36 34.14700(N) 087 26 18.20830(W)   ADJUSTED
 PM0390  ______________________________________________________________________
 PM0390  GEOID HEIGHT    -        -36.505 (meters)                     GEOID18
 PM0390  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 PM0390  HORZ ORDER      -  THIRD
 PM0390
 PM0390.The horizontal coordinates were established by classical geodetic methods
 PM0390.and adjusted by the National Geodetic Survey in November 1991.
 PM0390
 PM0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0390.GEOID18 height accuracy estimate available here.
 PM0390
 PM0390.Click photographs - Photos may exist for this station.
 PM0390
 PM0390.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0390
 PM0390. The following values were computed from the NAD 83(1991) position.
 PM0390
 PM0390;                    North         East     Units Scale Factor Converg.
 PM0390;SPC WI C     -    89,451.284   803,298.417   MT  0.99995148   +1 48 26.7
 PM0390;SPC WI C     -   293,474.75  2,635,488.22   sFT  0.99995148   +1 48 26.7
 PM0390;UTM  16      - 4,939,664.113   465,214.166   MT  0.99961488   -0 18 28.3
 PM0390
 PM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6521439664(NAD 83)
 PM0390
 PM0390                          SUPERSEDED SURVEY CONTROL
 PM0390
 PM0390  NAD 83(1986)-  44 36 34.14005(N)    087 26 18.19457(W) AD(       ) 3
 PM0390  NAD 27      -  44 36 34.13700(N)    087 26 17.88200(W) AD(       ) 3
 PM0390
 PM0390.Superseded values are not recommended for survey control.
 PM0390
 PM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0390.See file dsdata.pdf to determine how the superseded data were derived.
 PM0390
 PM0390_MARKER: 91 = CHURCH CROSS
 PM0390
 PM0390  HISTORY     - Date     Condition        Report By
 PM0390  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0390  HISTORY     - 1989     GOOD             USPSQD
 PM0390  HISTORY     - 19940719 GOOD             USPSQD
 PM0390  HISTORY     - 20021104 GOOD             USPSQD
 PM0390  HISTORY     - 20040303 GOOD             USPSQD
 PM0390  HISTORY     - 20050306 GOOD             USPSQD
 PM0390
 PM0390                          STATION DESCRIPTION
 PM0390
 PM0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0390'STATION IS A CROSS ON TOP OF ST. PAULS EVANGELICAL LUTHERAN CHURCH,
 PM0390'LOCATED IN THE CENTER OF ALGOMA AT THE SOUTHEAST CORNER OF STATE AND
 PM0390'4TH STREETS.  THE CHURCH IS CONSTRUCTED OF GREYISH-YELLOW BRICK,
 PM0390'AND IT HAS A BROWN SHINGLED SPIRE RISING TO ABOUT 125 FEET ABOVE
 PM0390'THE GROUND, WITH A STONE CROSS ON THE TOP.
 PM0390
 PM0390                          STATION RECOVERY (1989)
 PM0390
 PM0390'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0390'RECOVERED IN GOOD CONDITION.
 PM0390
 PM0390                          STATION RECOVERY (1994)
 PM0390
 PM0390'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0390'RECOVERED IN GOOD CONDITION.
 PM0390
 PM0390                          STATION RECOVERY (2002)
 PM0390
 PM0390'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0390'RECOVERED IN GOOD CONDITION.
 PM0390
 PM0390                          STATION RECOVERY (2004)
 PM0390
 PM0390'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0390'RECOVERED IN GOOD CONDITION.
 PM0390
 PM0390                          STATION RECOVERY (2005)
 PM0390
 PM0390'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6033 ***********************************************************************
 DF6033  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6033  DESIGNATION -  ALGOMA W GPS
 DF6033  PID         -  DF6033
 DF6033  STATE/COUNTY-  WI/WINNEBAGO
 DF6033  COUNTRY     -  US
 DF6033  USGS QUAD   -  OSHKOSH (2018)
 DF6033
 DF6033                         *CURRENT SURVEY CONTROL
 DF6033  ______________________________________________________________________
 DF6033* NAD 83(2011) POSITION- 44 01 57.14072(N) 088 37 27.02950(W)   ADJUSTED
 DF6033* NAD 83(2011) ELLIP HT-   203.666 (meters)        (06/27/12)   ADJUSTED
 DF6033* NAD 83(2011) EPOCH   -  2010.00
 DF6033* NAVD 88 ORTHO HEIGHT -   240.02  (meters)      787.5   (feet) GPS OBS
 DF6033  ______________________________________________________________________
 DF6033  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6033  GEOID HEIGHT    -        -36.356 (meters)                     GEOID12A
 DF6033  GEOID HEIGHT    -        -36.353 (meters)                     GEOID18
 DF6033  NAD 83(2011) X  -    110,282.287 (meters)                     COMP
 DF6033  NAD 83(2011) Y  - -4,591,786.353 (meters)                     COMP
 DF6033  NAD 83(2011) Z  -  4,410,833.235 (meters)                     COMP
 DF6033  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 DF6033
 DF6033  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6033  Standards:
 DF6033         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6033            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6033  -------------------------------------------------------------------
 DF6033  NETWORK    0.36   0.33           0.16   0.13   0.17     -0.03113889
 DF6033  -------------------------------------------------------------------
 DF6033  Click here for local accuracies and other accuracy information.
 DF6033
 DF6033.The horizontal coordinates were established by GPS observations
 DF6033.and adjusted by the National Geodetic Survey in June 2012.
 DF6033
 DF6033.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6033.been affixed to the stable North American tectonic plate. See 
 DF6033.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6033
 DF6033.The horizontal coordinates are valid at the epoch date displayed above
 DF6033.which is a decimal equivalence of Year/Month/Day.
 DF6033
 DF6033.The orthometric height was determined by GPS observations and a
 DF6033.high-resolution geoid model using precise GPS observation and
 DF6033.processing techniques.
 DF6033
 DF6033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6033.GEOID18 height accuracy estimate available here.
 DF6033
 DF6033.Click photographs - Photos may exist for this station.
 DF6033
 DF6033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6033
 DF6033.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6033
 DF6033.The ellipsoidal height was determined by GPS observations
 DF6033.and is referenced to NAD 83.
 DF6033
 DF6033. The following values were computed from the NAD 83(2011) position.
 DF6033
 DF6033;                    North         East     Units Scale Factor Converg.
 DF6033;SPC WI S     -   226,712.367   710,283.622   MT  0.99999325   +0 56 43.2
 DF6033;SPC WI S     -   743,805.49  2,330,322.18   sFT  0.99999325   +0 56 43.2
 DF6033;UTM  16      - 4,876,769.220   369,853.795   MT  0.99980832   -1 07 44.6
 DF6033
 DF6033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6033!SPC WI S     -   0.99996807  x   0.99999325  =   0.99996132
 DF6033!UTM  16      -   0.99996807  x   0.99980832  =   0.99977639
 DF6033
 DF6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6985376769(NAD 83)
 DF6033
 DF6033                          SUPERSEDED SURVEY CONTROL
 DF6033
 DF6033  NAD 83(2007)-  44 01 57.14078(N)    088 37 27.03030(W) AD(2002.00) 0
 DF6033  ELLIP H (02/10/07)  203.703  (m)                       GP(2002.00)    
 DF6033  NAD 83(1997)-  44 01 57.14078(N)    088 37 27.03054(W) AD(       ) 1
 DF6033  ELLIP H (06/11/03)  203.706  (m)                       GP(       ) 3 1
 DF6033  NAVD 88 (07/26/07)  239.99   (m)  GEOID03  model used  GPS OBS        
 DF6033  NAVD 88 (06/11/03)  239.99   (m)  GEOID99  model used  GPS OBS        
 DF6033
 DF6033.Superseded values are not recommended for survey control.
 DF6033
 DF6033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6033.See file dsdata.pdf to determine how the superseded data were derived.
 DF6033
 DF6033_MARKER: DD = SURVEY DISK
 DF6033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6033_STAMPING: ALGOMA W GPS 2001
 DF6033_MARK LOGO: WIDT
 DF6033_PROJECTION: FLUSH
 DF6033_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6033+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2010
 DF6033
 DF6033  HISTORY     - Date     Condition        Report By
 DF6033  HISTORY     - 2000     MONUMENTED       WIDT
 DF6033  HISTORY     - 20031217 GOOD             USPSQD
 DF6033  HISTORY     - 20050531 GOOD             WIDT
 DF6033  HISTORY     - 20100708 GOOD             GEOCAC
 DF6033
 DF6033                          STATION DESCRIPTION
 DF6033
 DF6033'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6033'THE STATION IS LOCATED ABOUT 11 KM SOUTHEAST OF WINNECONNE, 10 KM EAST
 DF6033'OF OMRO AND 6 KM WEST OF OSHKOSH.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF6033'TRANSPORTATION.
 DF6033'
 DF6033'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DF6033'HIGHWAY 21 IN THE CITY OF OSHKOSH, GO WEST ON STATE HIGHWAY 21 FOR 3.5
 DF6033'KM TO LEONARD POINT ROAD, CONTINUE WEST ON STATE HIGHWAY 21 FOR 0.1 KM
 DF6033'TO THE STATION ON THE LEFT.
 DF6033'
 DF6033'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6033'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6033'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT LEVEL WITH
 DF6033'THE HIGHWAY PAVEMENT.
 DF6033'
 DF6033'THE STATION IS 14.4 M SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 DF6033'OF STATE HIGHWAY 21, 46.9 M SOUTHWEST OF A WOOD POST FOR A 'DO NOT
 DF6033'ENTER' SIGN, 18.4 M SOUTHEAST OF A WOOD POST FOR A 'WRONG WAY' SIGN,
 DF6033'16.2 M WEST OF A STEEL R/W POST, 14.2 M EAST OF A STEEL R/W POST, 2 M
 DF6033'NORTH OF THE EDGE OF A CULTIVATED FIELD, 1.0 M NORTH OF A WHITE
 DF6033'PLASTIC WITNESS POST, 1.0 M EAST, 1.0 M WEST, AND 1.0 M SOUTH OF THREE
 DF6033'4X4 ORANGE PLASTIC WITNESS POSTS.  NOTE-THIS STATION HAS NO VISIBLE
 DF6033'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6033
 DF6033                          STATION RECOVERY (2003)
 DF6033
 DF6033'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6033'RECOVERED IN GOOD CONDITION.
 DF6033
 DF6033                          STATION RECOVERY (2005)
 DF6033
 DF6033'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6033'RECOVERED IN GOOD CONDITION.
 DF6033
 DF6033                          STATION RECOVERY (2010)
 DF6033
 DF6033'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DF6033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1382 ***********************************************************************
 NH1382  DESIGNATION -  ALLEN
 NH1382  PID         -  NH1382
 NH1382  STATE/COUNTY-  WI/ROCK
 NH1382  COUNTRY     -  US
 NH1382  USGS QUAD   -  EVANSVILLE (2018)
 NH1382
 NH1382                         *CURRENT SURVEY CONTROL
 NH1382  ______________________________________________________________________
 NH1382* NAD 83(1991) POSITION- 42 45 30.17958(N) 089 21 23.56385(W)   ADJUSTED
 NH1382* NAVD 88 ORTHO HEIGHT -   303.    (meters)      994.    (feet) SCALED
 NH1382  ______________________________________________________________________
 NH1382  GEOID HEIGHT    -        -33.954 (meters)                     GEOID18
 NH1382  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 NH1382  HORZ ORDER      -  THIRD
 NH1382
 NH1382.The horizontal coordinates were established by classical geodetic methods
 NH1382.and adjusted by the National Geodetic Survey in November 1991.
 NH1382
 NH1382.The orthometric height was scaled from a topographic map.
 NH1382
 NH1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1382.GEOID18 height accuracy estimate available here.
 NH1382
 NH1382.Click photographs - Photos may exist for this station.
 NH1382
 NH1382.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1382
 NH1382. The following values were computed from the NAD 83(1991) position.
 NH1382
 NH1382;                    North         East     Units Scale Factor Converg.
 NH1382;SPC WI S     -    84,453.127   652,672.233   MT  0.99999504   +0 26 31.6
 NH1382;SPC WI S     -   277,076.63  2,141,308.82   sFT  0.99999504   +0 26 31.6
 NH1382;UTM  16      - 4,736,677.282   307,166.617   MT  1.00005749   -1 36 01.3
 NH1382
 NH1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1382!SPC WI S     -   0.99995781  x   0.99999504  =   0.99995285
 NH1382!UTM  16      -   0.99995781  x   1.00005749  =   1.00001530
 NH1382
 NH1382:                Primary Azimuth Mark                     Grid Az
 NH1382:SPC WI S     -  ALLEN AZ MK RESET                        304 29 28.1
 NH1382:UTM  16      -  ALLEN AZ MK RESET                        306 32 01.0
 NH1382
 NH1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0716636677(NAD 83)
 NH1382
 NH1382|---------------------------------------------------------------------|
 NH1382| PID    Reference Object                     Distance      Geod. Az  |
 NH1382|                                                           dddmmss.s |
 NH1382| CI8890 ALLEN RM 1                           18.298 METERS 18343     |
 NH1382| CI8891 ALLEN RM 2                           12.433 METERS 27245     |
 NH1382| CI8888 ALLEN AZ MK                                        3042540.9 |
 NH1382| CI8889 ALLEN AZ MK RESET                                  3045559.7 |
 NH1382|---------------------------------------------------------------------|
 NH1382
 NH1382                          SUPERSEDED SURVEY CONTROL
 NH1382
 NH1382  NAD 83(1986)-  42 45 30.17277(N)    089 21 23.56476(W) AD(       ) 3
 NH1382  NAD 27      -  42 45 30.15160(N)    089 21 23.14040(W) AD(       ) 3
 NH1382
 NH1382.Superseded values are not recommended for survey control.
 NH1382
 NH1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1382.See file dsdata.pdf to determine how the superseded data were derived.
 NH1382
 NH1382_MARKER: DS = TRIANGULATION STATION DISK
 NH1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1382_STAMPING: ALLEN 1957
 NH1382_MARK LOGO: CGS
 NH1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1382+STABILITY: SURFACE MOTION
 NH1382
 NH1382  HISTORY     - Date     Condition        Report By
 NH1382  HISTORY     - 1957     MONUMENTED       CGS
 NH1382  HISTORY     - 1966     GOOD             CGS
 NH1382  HISTORY     - 19960504 GOOD             USPSQD
 NH1382  HISTORY     - 20010331 GOOD             NGS
 NH1382
 NH1382                          STATION DESCRIPTION
 NH1382
 NH1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1382'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF EVANSVILLE,
 NH1382'ABOUT 5.5 MILES NORTHEAST OF ALBANY AND ON COUNTY ROAD
 NH1382'RIGHT-OF-WAY.  IT IS 31 FEET NORTH OF THE CENTERLINE OF
 NH1382'MILBRANDT ROAD, 7 FEET WEST OF A POWERLINE POLE MARKED W.
 NH1382'P. AND L. 4-10-31 (33/0), 3 FEET SOUTH OF A WIRE FENCE AND
 NH1382'6 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 NH1382'4 INCHES AND THE DISK IS STAMPED ALLEN 1957.
 NH1382'
 NH1382'TO REACH THE STATION FROM THE UNION BANK AND TRUST CO., AT
 NH1382'THE CORNER OF MAIN STREET AND STATE HIGHWAY 13 AND 59 IN
 NH1382'EVANSVILLE, GO WEST AND NORTHWEST ON COUNTY HIGHWAY C (MAIN
 NH1382'STREET) FOR 3.85 MILES TO A T-ROAD INTERSECTION.  TURN LEFT
 NH1382'AND GO SOUTH ON COUNTY HIGHWAY T FOR 2.1 MILES TO THE AZIMUTH
 NH1382'MARK ON THE RIGHT, WEST, SIDE OF THE ROAD.  CONTINUE AHEAD,
 NH1382'SOUTH, FOR 0.45 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT
 NH1382'ON MILBRANDT ROAD AND GO EAST FOR 0.65 MILE TO THE STATION
 NH1382'ON THE LEFT, NORTH, SIDE OF THE ROAD.
 NH1382'
 NH1382'REFERENCE MARK 1 IS 29 FEET SOUTH OF THE CENTERLINE OF MILBRANDT
 NH1382'ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 NH1382'3 INCHES AND THE DISK IS STAMPED ALLEN NO 1 1957.
 NH1382'
 NH1382'REFERENCE MARK 2 IS 33 FEET NORTH OF THE CENTERLINE OF MILBRANDT
 NH1382'ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 NH1382'2 INCHES AND THE DISK IS STAMPED ALLEN NO 2 1957.
 NH1382'
 NH1382'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTERLINE OF COUNTY
 NH1382'HIGHWAY T, 3 FEET SOUTHWEST OF A POWERLINE POLE, 2 FEET EAST
 NH1382'OF A WIRE FENCE AND 5 FEET SOUTH OF A WHITE WITNESS POST.
 NH1382'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED ALLEN
 NH1382'1957.
 NH1382'
 NH1382'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1382
 NH1382                          STATION RECOVERY (1966)
 NH1382
 NH1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1382'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 NH1382'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 NH1382'MARK WAS IN THE WAY OF ROAD CONSTRUCTION AND THIS MARK WAS
 NH1382'RESET.
 NH1382'
 NH1382'TO REACH THE STATION FROM THE UNION BANK AND TRUST COMPANY,
 NH1382'AT THE CORNER OF MAIN STREET AND STATE HIGHWAYS 13 AND 59
 NH1382'IN EVANSVILLE, GO WEST AND NORTHWEST ON COUNTY HIGHWAY C
 NH1382'(MAIN STREET), FOR 3.8 MILES TO A T-INTERSECTION.  TURN LEFT
 NH1382'AND GO SOUTH ON COUNTY ROUTE T FOR 1.5 MILES TO A FENCE
 NH1382'CORNER AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH
 NH1382'ON COUNTY ROUTE T FOR 0.4 MILE TO MILBRANDT ROAD ON THE LEFT.
 NH1382'TURN LEFT AND GO EAST ON MILBRANDT ROAD FOR 0.65 MILE TO THE
 NH1382'STATION ON THE LEFT.
 NH1382'
 NH1382'STATION MARK, A STANDARD DISK STAMPED ALLEN 1957, IS SET
 NH1382'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 NH1382'IT IS 31 FEET NORTH OF THE CENTER OF MILBRANDT ROAD, 7 FEET
 NH1382'WEST OF A POWERLINE POLE, AND 3.5 FEET SOUTH OF A METAL WITNESS
 NH1382'POST SET IN AN EAST-WEST FENCELINE.  THE UNDERGROUND MARK
 NH1382'WAS NOT INSPECTED.
 NH1382'
 NH1382'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALLEN NO 1 1957,
 NH1382'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NH1382'3 INCHES.  IT IS 29 FEET SOUTH OF THE CENTER OF MILBRANDT
 NH1382'ROAD AND 1 FOOT NORTH OF A FENCE.
 NH1382'
 NH1382'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALLEN NO 2 1957,
 NH1382'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NH1382'2 INCHES.  IT IS 33 FEET NORTH OF THE CENTER OF MILBRANDT
 NH1382'ROAD AND 1 FOOT SOUTH OF A FENCE.
 NH1382'
 NH1382'AZIMUTH MARK, A STANDARD DISK STAMPED ALLEN 1957 AZ. 2 1966,
 NH1382'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 NH1382'WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET NORTH OF A
 NH1382'POWERLINE POLE, 40 FEET WEST OF THE CENTER OF COUNTY ROUTE
 NH1382'T, 1.5 FEET SOUTHEAST OF A CORNER FENCE POST, 1.5 FEET NORTH
 NH1382'OF A METAL WITNESS POST, AND 1.5 FEET EAST OF A FENCE.
 NH1382'
 NH1382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5
 NH1382'MILES SOUTHWEST OF EVANSVILLE
 NH1382
 NH1382                          STATION RECOVERY (1996)
 NH1382
 NH1382'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1382'RECOVERED IN GOOD CONDITION.
 NH1382
 NH1382                          STATION RECOVERY (2001)
 NH1382
 NH1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1382'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9438 ***********************************************************************
 DF9438  DESIGNATION -  ALLENS GROVE GPS
 DF9438  PID         -  DF9438
 DF9438  STATE/COUNTY-  WI/WALWORTH
 DF9438  COUNTRY     -  US
 DF9438  USGS QUAD   -  CLINTON (2018)
 DF9438
 DF9438                         *CURRENT SURVEY CONTROL
 DF9438  ______________________________________________________________________
 DF9438* NAD 83(2011) POSITION- 42 35 16.91412(N) 088 45 16.47917(W)   ADJUSTED
 DF9438* NAD 83(2011) ELLIP HT-   237.966 (meters)        (06/27/12)   ADJUSTED
 DF9438* NAD 83(2011) EPOCH   -  2010.00
 DF9438* NAVD 88 ORTHO HEIGHT -   271.790 (meters)      891.70  (feet) ADJUSTED
 DF9438  ______________________________________________________________________
 DF9438  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 DF9438  NAD 83(2011) X  -    102,224.528 (meters)                     COMP
 DF9438  NAD 83(2011) Y  - -4,702,108.534 (meters)                     COMP
 DF9438  NAD 83(2011) Z  -  4,294,080.451 (meters)                     COMP
 DF9438  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 DF9438  DYNAMIC HEIGHT  -        271.707 (meters)      891.43  (feet) COMP
 DF9438  MODELED GRAVITY -    980,309.3   (mgal)                       NAVD 88
 DF9438
 DF9438  VERT ORDER      -  SECOND    CLASS I
 DF9438
 DF9438  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9438  Standards:
 DF9438         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9438            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9438  -------------------------------------------------------------------
 DF9438  NETWORK    0.25   0.35           0.11   0.09   0.18      0.03539197
 DF9438  -------------------------------------------------------------------
 DF9438  Click here for local accuracies and other accuracy information.
 DF9438
 DF9438.The horizontal coordinates were established by GPS observations
 DF9438.and adjusted by the National Geodetic Survey in June 2012.
 DF9438
 DF9438.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9438.been affixed to the stable North American tectonic plate. See 
 DF9438.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9438
 DF9438.The horizontal coordinates are valid at the epoch date displayed above
 DF9438.which is a decimal equivalence of Year/Month/Day.
 DF9438
 DF9438.The orthometric height was determined by differential leveling and
 DF9438.adjusted by the WI DEPT OF TRANSP
 DF9438.in May 2012.
 DF9438
 DF9438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9438.GEOID18 height accuracy estimate available here.
 DF9438
 DF9438.Click photographs - Photos may exist for this station.
 DF9438
 DF9438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9438
 DF9438.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9438
 DF9438.The ellipsoidal height was determined by GPS observations
 DF9438.and is referenced to NAD 83.
 DF9438
 DF9438.The dynamic height is computed by dividing the NAVD 88
 DF9438.geopotential number by the normal gravity value computed on the
 DF9438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9438.degrees latitude (g = 980.6199 gals.).
 DF9438
 DF9438.The modeled gravity was interpolated from observed gravity values.
 DF9438
 DF9438. The following values were computed from the NAD 83(2011) position.
 DF9438
 DF9438;                    North         East     Units Scale Factor Converg.
 DF9438;SPC WI S     -    66,089.349   702,228.288   MT  1.00003246   +0 51 20.6
 DF9438;SPC WI S     -   216,828.14  2,303,893.97   sFT  1.00003246   +0 51 20.6
 DF9438;UTM  16      - 4,716,560.048   356,033.617   MT  0.99985500   -1 11 15.2
 DF9438
 DF9438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9438!SPC WI S     -   0.99996268  x   1.00003246  =   0.99999514
 DF9438!UTM  16      -   0.99996268  x   0.99985500  =   0.99981769
 DF9438
 DF9438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5603316560(NAD 83)
 DF9438
 DF9438                          SUPERSEDED SURVEY CONTROL
 DF9438
 DF9438  NAD 83(2007)-  42 35 16.91401(N)    088 45 16.48008(W) AD(2002.00) 0
 DF9438  ELLIP H (02/10/07)  237.998  (m)                       GP(2002.00)    
 DF9438  NAD 83(1997)-  42 35 16.91400(N)    088 45 16.48027(W) AD(       ) B
 DF9438  ELLIP H (04/02/04)  238.009  (m)                       GP(       ) 3 1
 DF9438  NAVD 88             271.77   (m)          891.6    (f) LEVELING    3  
 DF9438  NAVD 88 (04/20/07)  271.766  (m)          891.62   (f) SUPERSEDED  2 1
 DF9438  NAVD 88             271.80   (m)          891.7    (f) LEVELING    3  
 DF9438  NAVD 88 (02/25/04)  271.804  (m)          891.74   (f) SUPERSEDED  2 1
 DF9438
 DF9438.Superseded values are not recommended for survey control.
 DF9438
 DF9438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9438.See file dsdata.pdf to determine how the superseded data were derived.
 DF9438
 DF9438_MARKER: DD = SURVEY DISK
 DF9438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9438_STAMPING: ALLENS GROVE GPS 1992
 DF9438_MARK LOGO: WI-105
 DF9438_PROJECTION: FLUSH
 DF9438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9438+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2009
 DF9438
 DF9438  HISTORY     - Date     Condition        Report By
 DF9438  HISTORY     - 1992     MONUMENTED       WI-105
 DF9438  HISTORY     - 2001     GOOD             WIDT
 DF9438  HISTORY     - 20060803 GOOD             WIDT
 DF9438  HISTORY     - 20090322 GOOD             INDIV
 DF9438
 DF9438                          STATION DESCRIPTION
 DF9438
 DF9438'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9438'THE STATION IS LOCATED ABOUT 24 KM SOUTHEAST OF JANESVILLE, 24 KM
 DF9438'NORTHEAST OF BELOIT, AND 4 KM SOUTHWEST OF DARIEN.
 DF9438'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9438'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY
 DF9438'14 ABOUT 1 KM NORTHWEST OF THE VILLAGE OF DARIEN, GO SOUTHWEST ON
 DF9438'INTERSTATE HIGHWAY 43 FOR 3.2 KM TO BRIDGE --B-64-135-75-- OVER
 DF9438'WISCONSIN AND SOUTHERN RAILROAD AND THE STATION ON THE LEFT. THE
 DF9438'STATION IS A BRONZE ROCK COUNTY GEODETIC CONTROL MARKER DISK SET IN
 DF9438'THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND
 DF9438'ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 11.1 M
 DF9438'SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF INTERSTATE
 DF9438'HIGHWAY 43, 16.5 M NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND
 DF9438'LANES OF INTERSTATE HIGHWAY 43, AND 28.8 M SOUTHWEST OF SOUTHWEST END
 DF9438'OF THE SOUTHEAST PARAPET WALL OF THE TWO SOUTHBOUND LANES OF
 DF9438'INTERSTATE HIGHWAY 43. ---NOTE---THE STATION IS SOUTH, NORTHEAST, AND
 DF9438'NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS AND 0.6 M
 DF9438'NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE2---THIS
 DF9438'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9438'ABOVE THE HORIZON.
 DF9438
 DF9438                          STATION RECOVERY (2006)
 DF9438
 DF9438'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9438'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS RECESSED 10 CM
 DF9438'BELOW GROUND LEVEL AND THERE IS NO ORANGE FIBERGLASS WITNESS POST
 DF9438'PRESENT.
 DF9438
 DF9438                          STATION RECOVERY (2009)
 DF9438
 DF9438'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 DF9438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG3902 ***********************************************************************
 DG3902  DESIGNATION -  ALLENS GROVE GPS AZ MK
 DG3902  PID         -  DG3902
 DG3902  STATE/COUNTY-  WI/WALWORTH
 DG3902  COUNTRY     -  US
 DG3902  USGS QUAD   -  CLINTON (2018)
 DG3902
 DG3902                         *CURRENT SURVEY CONTROL
 DG3902  ______________________________________________________________________
 DG3902* NAD 83(1986) POSITION- 42 35 00.0    (N) 088 45 48.5    (W)   HD_HELD2
 DG3902* NAVD 88 ORTHO HEIGHT -   269.948 (meters)      885.65  (feet) ADJUSTED
 DG3902  ______________________________________________________________________
 DG3902  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 DG3902  DYNAMIC HEIGHT  -        269.865 (meters)      885.38  (feet) COMP
 DG3902  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 DG3902
 DG3902  VERT ORDER      -  SECOND    CLASS I
 DG3902
 DG3902.The horizontal coordinates were established by autonomous hand held GPS
 DG3902.observations and have an estimated accuracy of +/- 10 meters.
 DG3902
 DG3902.The orthometric height was determined by differential leveling and
 DG3902.adjusted by the WI DEPT OF TRANSP
 DG3902.in May 2012.
 DG3902
 DG3902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG3902.GEOID18 height accuracy estimate available here.
 DG3902
 DG3902.Click photographs - Photos may exist for this station.
 DG3902
 DG3902.The dynamic height is computed by dividing the NAVD 88
 DG3902.geopotential number by the normal gravity value computed on the
 DG3902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3902.degrees latitude (g = 980.6199 gals.).
 DG3902
 DG3902.The modeled gravity was interpolated from observed gravity values.
 DG3902
 DG3902;                    North         East    Units  Estimated Accuracy
 DG3902;SPC WI S     -    65,557.      701,506.      MT  (+/- 10 meters HH2 GPS)
 DG3902
 DG3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5529216053(NAD 83)
 DG3902
 DG3902                          SUPERSEDED SURVEY CONTROL
 DG3902
 DG3902  NAVD 88 (04/20/07)  269.924  (m)          885.58   (f) SUPERSEDED  2 1
 DG3902  NAVD 88 (02/25/04)  269.965  (m)          885.71   (f) SUPERSEDED  2 1
 DG3902
 DG3902.Superseded values are not recommended for survey control.
 DG3902
 DG3902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3902.See file dsdata.pdf to determine how the superseded data were derived.
 DG3902
 DG3902_MARKER: DZ = AZIMUTH MARK DISK
 DG3902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3902_STAMPING: ALLENS GROVE GPS 1992
 DG3902_MARK LOGO: WI-105
 DG3902_PROJECTION: FLUSH
 DG3902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG3902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3902+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DG3902
 DG3902  HISTORY     - Date     Condition        Report By
 DG3902  HISTORY     - 1992     MONUMENTED       WI-105
 DG3902  HISTORY     - 2002     GOOD             WIDT
 DG3902  HISTORY     - 20060803 GOOD             WIDT
 DG3902
 DG3902                          STATION DESCRIPTION
 DG3902
 DG3902'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DG3902'THE STATION IS LOCATED ABOUT 15 KM NORTHWEST OF WALWORTH, 9 KM
 DG3902'EAST-NORTHEAST OF CLINTON, AND 5 KM SOUTHWEST OF DARIEN.
 DG3902'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG3902'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY 14
 DG3902'ABOUT 1 KM NORTHWEST OF THE VILLAGE OF DARIEN, GO WEST ON INTERSTATE
 DG3902'HIGHWAY 43 FOR 4.3 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DG3902'BRONZE ROCK COUNTY GEODETIC CONTROL MARKER AZIMUTH MARK DISK SET IN
 DG3902'THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND
 DG3902'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.    THE STATION IS 11.7 M NORTH
 DG3902'OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY 43, 15.8 M SOUTH OF THE
 DG3902'CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE 43, 152 M SOUTHWEST
 DG3902'OF THE SOUTHWEST CORNER OF THE SOUTHERN MOST CONCRETE GUARD RAIL OF
 DG3902'THE WESTBOUND LANES OF INTERSTATE HIGHWAY 43, 45.4 M NORTHWEST OF THE
 DG3902'CENTER OF THE WESTERN MOST WOOD POST OF A GUARD RAIL OF THE EASTBOUND
 DG3902'LANES OF INTERSTATE HIGHWAY 43, AND 16.1 M NORTH-NORTHWEST OF THE
 DG3902'CENTER OF A CONCRETE DRAIN TILE RUNNING UNDER INTERSTATE HIGHWAY 43
 DG3902'EASTBOUND LANES.  ---NOTE---THE STATION IS 1.0 M EAST OF AN ORANGE
 DG3902'FIBERGLASS WITNESS POST. ---NOTE2---THIS STATION HAS NO VISIBLE
 DG3902'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG3902
 DG3902                          STATION RECOVERY (2006)
 DG3902
 DG3902'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DG3902'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M SOUTH OF AN
 DG3902'ORANGE FIBERGLASS WITNESS POST AND 0.8 M EAST AND 0.8 M WEST OF TWO
 DG3902'WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0814 ***********************************************************************
 OM0814  DESIGNATION -  ALLENTON
 OM0814  PID         -  OM0814
 OM0814  STATE/COUNTY-  WI/WASHINGTON
 OM0814  COUNTRY     -  US
 OM0814  USGS QUAD   -  ALLENTON (2018)
 OM0814
 OM0814                         *CURRENT SURVEY CONTROL
 OM0814  ______________________________________________________________________
 OM0814* NAD 83(1991) POSITION- 43 26 30.62762(N) 088 18 42.57014(W)   ADJUSTED
 OM0814* NAVD 88 ORTHO HEIGHT -   369.    (meters)     1211.    (feet) SCALED
 OM0814  ______________________________________________________________________
 OM0814  GEOID HEIGHT    -        -34.933 (meters)                     GEOID18
 OM0814  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 OM0814  HORZ ORDER      -  SECOND
 OM0814
 OM0814.The horizontal coordinates were established by classical geodetic methods
 OM0814.and adjusted by the National Geodetic Survey in November 1991.
 OM0814
 OM0814.The orthometric height was scaled from a topographic map.
 OM0814
 OM0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0814.GEOID18 height accuracy estimate available here.
 OM0814
 OM0814.Click photographs - Photos may exist for this station.
 OM0814
 OM0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0814
 OM0814. The following values were computed from the NAD 83(1991) position.
 OM0814
 OM0814;                    North         East     Units Scale Factor Converg.
 OM0814;SPC WI S     -   161,558.050   736,646.447   MT  0.99993280   +1 09 35.8
 OM0814;SPC WI S     -   530,045.04  2,416,814.22   sFT  0.99993280   +1 09 35.8
 OM0814;UTM  16      - 4,810,718.096   393,844.124   MT  0.99973862   -0 54 07.6
 OM0814
 OM0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0814!SPC WI S     -   0.99994762  x   0.99993280  =   0.99988042
 OM0814!UTM  16      -   0.99994762  x   0.99973862  =   0.99968625
 OM0814
 OM0814:                Primary Azimuth Mark                     Grid Az
 OM0814:SPC WI S     -  ALLENTON AZ MK 2                         233 42 29.2
 OM0814:UTM  16      -  ALLENTON AZ MK 2                         235 46 12.6
 OM0814
 OM0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9384410718(NAD 83)
 OM0814
 OM0814|---------------------------------------------------------------------|
 OM0814| PID    Reference Object                     Distance      Geod. Az  |
 OM0814|                                                           dddmmss.s |
 OM0814| CI8896 ALLENTON RM 3                         5.053 METERS 07418     |
 OM0814| CI8894 ALLENTON RM 1                        21.808 METERS 07809     |
 OM0814| OM0816 ST LAWRENCE CATHOLIC CH SPIRE       APPROX. 8.2 KM 1914453.9 |
 OM0814| CI8892 ALLENTON AZ MK                                     2344437.5 |
 OM0814| CI8893 ALLENTON AZ MK 2                                   2345205.0 |
 OM0814| OM0815 ST ANTHONY CATHOLIC CH SPIRE        APPROX. 2.4 KM 2725336.6 |
 OM0814| OM0829 NENNO S PETER AND PAUL CATH CH      APPROX. 6.6 KM 2741218.6 |
 OM0814| CI8897 ALLENTON RM 4                         6.680 METERS 28255     |
 OM0814| CI8895 ALLENTON RM 2                        19.813 METERS 33934     |
 OM0814|---------------------------------------------------------------------|
 OM0814
 OM0814                          SUPERSEDED SURVEY CONTROL
 OM0814
 OM0814  NAD 83(1986)-  43 26 30.61838(N)    088 18 42.57635(W) AD(       ) 2
 OM0814  NAD 27      -  43 26 30.62600(N)    088 18 42.22800(W) AD(       ) 2
 OM0814
 OM0814.Superseded values are not recommended for survey control.
 OM0814
 OM0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0814.See file dsdata.pdf to determine how the superseded data were derived.
 OM0814
 OM0814_MARKER: DS = TRIANGULATION STATION DISK
 OM0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0814_STAMPING: ALLENTON 1963
 OM0814_MARK LOGO: CGS
 OM0814_PROJECTION: RECESSED 46 CENTIMETERS
 OM0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0814+STABILITY: SURFACE MOTION
 OM0814
 OM0814  HISTORY     - Date     Condition        Report By
 OM0814  HISTORY     - 1953     MONUMENTED       CGS
 OM0814  HISTORY     - 1970     GOOD             NGS
 OM0814  HISTORY     - 1970     GOOD             WIDT
 OM0814  HISTORY     - 1972     GOOD             NGS
 OM0814  HISTORY     - 1974     GOOD             WIDT
 OM0814  HISTORY     - 1975     GOOD             NGS
 OM0814  HISTORY     - 20060514 GOOD             USPSQD
 OM0814
 OM0814                          STATION DESCRIPTION
 OM0814
 OM0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0814'STATION IS LOCATED 2 MILES NORTHEAST OF ALLENTON ON PROPERTY
 OM0814'OWNED BY MR. MIKE SCHMIDT.  IT IS LOCATED IN THE NORTHWEST
 OM0814'CORNER OF AN ORCHARD.  IT IS 37 FEET SOUTH OF THE CENTER
 OM0814'OF A GRAVEL ROAD, 25 FEET SOUTHEAST OF A FENCE CORNER 17
 OM0814'FEET SOUTHEAST OF A 20 INCH ASH TREE, 15 FEET SOUTH OF A
 OM0814'WHITE WITNESS POST AND FENCE LINE AND 6 FEET WEST OF A 6
 OM0814'INCH APPLE TREE.  THE MARK IS 18 INCHES BELOW THE SURFACE
 OM0814'AND THE DISK IS STAMPED ALLENTON 1953.
 OM0814'
 OM0814'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF THE
 OM0814'GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 OM0814'PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLENTON NO 1 1953.
 OM0814'
 OM0814'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE CENTER OF THE
 OM0814'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE CORNER.  THE MARK
 OM0814'IS FLUSH AND THE DISK IS STAMPED ALLENTON NO 2 1953.
 OM0814'
 OM0814'AZIMUTH MARK IS 19 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 OM0814'10 FEET SOUTH OF A 12 INCH OAK TREE, 3 FEET NORTH OF A TELEPHONE
 OM0814'POLE AND 2 FEET EAST OF A FENCE LINE AND WHITE WITNESS POST.
 OM0814'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLENTON
 OM0814'1953.
 OM0814'
 OM0814'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ALLENTON,
 OM0814'GO EAST ON STATE HIGH- 33 FOR 2.2 MILES TO A GRAVEL CROSSROAD,
 OM0814'TURN LEFT AND GO NORTH 1.0 MILE TO A GRAVEL ROAD LEFT, TURN
 OM0814'LEFT AND GO WEST FOR 0.4 MILE TO THE STATION ON THE LEFT
 OM0814'AS DESCRIBED.  CONTINUE FOR 0.5 MILE TO A GRAVEL CROSSROAD,
 OM0814'TURN LEFT AND GO SOUTH FOR 0.4 MILE TO THE AZIMUTH MARK
 OM0814'ON THE RIGHT AS DESCRIBED.
 OM0814'
 OM0814'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0814
 OM0814                          STATION RECOVERY (1970)
 OM0814
 OM0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OM0814'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE FOUND IN GOOD
 OM0814'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO
 OM0814'HAVE BEEN DESTROYED BY WIDENING AND PAVING OF ROAD.  THE
 OM0814'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED AS
 OM0814'DID THE DIRECTION TO THE SPIRE.  THE REFERENCE MARKS WERE
 OM0814'IN THE WAY OF ROAD CONSTRUCTION AND WERE DESTROYED AT THE
 OM0814'REQUEST OF THE COUNTY HIGHWAY DEPARTMENT.  REFERENCE MARKS
 OM0814'3 AND 4 ALONG WITH A NEW AZIMUTH MARK WERE SET.  A COMPLETE
 OM0814'NEW DESCRIPTION FOLLOWS--
 OM0814'
 OM0814'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF A SMALL
 OM0814'ORCHARD OWNED BY MR. MIKE SCHMIDT, 8 FEET WEST OF AN 8 INCH
 OM0814'APPLE TREE, 36 FEET SOUTH OF THE CENTERLINE OF ST. ANTHONY
 OM0814'ROAD, 23 FEET EAST OF A NORTH-SOUTH PROPERTY LINE FENCE,
 OM0814'21 FEET NORTHEAST OF A 20 INCH ASH TREE, 17 FEET SOUTHWEST
 OM0814'OF A METAL WITNESS POST AND 21 FEET EAST OF A METAL WITNESS
 OM0814'POST.  THE MONUMENT IS 16 INCHES UNDERGROUND AND THE DISK
 OM0814'IS STAMPED ALLENTON 1953.  (NOTE 1C 7A)
 OM0814'
 OM0814'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41
 OM0814'AND STATE HIGHWAY 33 AT THE EAST EDGE OF ALLENTON, GO EAST
 OM0814'ON HIGHWAY 33 FOR 0.8 MILE TO A PAVED CROSSROAD.  TURN LEFT
 OM0814'AND GO NORTH ON COUNTY ROAD WW FOR 0.65 MILE TO THE AZIMUTH
 OM0814'MARK ON THE LEFT.  CONTINUE NORTH ON RD. WW FOR 0.4 MILE
 OM0814'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON ST. ANTHONY ROAD
 OM0814'FOR 0.5 MILE TO THE TOP OF GRADE AND THE STATION ON THE RIGHT.
 OM0814'
 OM0814'REFERENCE MARK 3 IS 31 FEET SOUTH OF THE CENTERLINE OF THE
 OM0814'ROAD, 7 FEET NORTHWEST OF A 10 INCH APPLE TREE, 39 FEET
 OM0814'EAST OF THE FENCE, 37 FEET NORTHEAST OF THE ASH TREE AND
 OM0814'1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 OM0814'AND THE DISK IS STAMPED ALLENTON 1953 NO 3 1970.
 OM0814'
 OM0814'REFERENCE MARK 4 IS 32 FEET SOUTH OF THE CENTERLINE OF THE
 OM0814'ROAD, 1 FOOT EAST OF THE FENCE, 1 FOOT WEST OF A METAL WITNESS
 OM0814'POST AND 13 FEET NORTH OF THE ASH TREE.  THE MONUMENT PROJECTS
 OM0814'2 INCHES AND THE DISK IS STAMPED ALLENTON 1953 NO 4 1970.
 OM0814'
 OM0814'THE AZIMUTH MARK IS 114 FEET NORTH OF A LARGE METAL CULVERT,
 OM0814'3 FEET SOUTH OF A POWER POLE, 38 FEET WEST OF THE CENTERLINE
 OM0814'OF THE ROAD, 2 FEET SOUTH OF WOODEN R-O-W POST, 1 FOOT
 OM0814'EAST OF FENCE, 32 FEET EAST OF A 30 INCH OAK TREE AND 2
 OM0814'FEET SOUTHEAST OF FENCE CORNER.  THE MONUMENT PROJECTS 4
 OM0814'INCHES AND THE DISK IS STAMPED ALLENTON 1953 1970.
 OM0814'
 OM0814'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0814'
 OM0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 OM0814'2 MILES NORTHEAST OF ALLENTON
 OM0814
 OM0814                          STATION RECOVERY (1970)
 OM0814
 OM0814'RECOVERY NOTE BY WI DEPT OF TRANSP 1970 (RG)
 OM0814'ALLENTON 1953-RECOVERED IN GOOD CONDITION AS DESCRIBED
 OM0814'
 OM0814'ALLENTON AZ. 1970-RECOVERED IN GOOD CONDITION AS DESCRIBED
 OM0814
 OM0814                          STATION RECOVERY (1972)
 OM0814
 OM0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OM0814'THE STATION MARK, REFERENCE MARKS 3 AND 4 ALONG WOTH THE
 OM0814'1970 AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 OM0814'THE 1970 RECOVERY NOTE IS GOOD.
 OM0814'
 OM0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 OM0814'2 MILES NORTHEAST OF ALLENTON
 OM0814
 OM0814                          STATION RECOVERY (1974)
 OM0814
 OM0814'RECOVERY NOTE BY WI DEPT OF TRANSP 1974 (RH)
 OM0814'ALLENTON 1953-GOOD, MARK IS 2.0 FT BELOW SURFACE
 OM0814'
 OM0814'COULD NOT RECOVER REF. MARKS AFTER TURNING AZIMUTHS AND
 OM0814'DIGGING.
 OM0814'
 OM0814'DESCRIPTION ADEQUATE
 OM0814
 OM0814                          STATION RECOVERY (1975)
 OM0814
 OM0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OM0814'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 OM0814'RECOVERED AS DESCRIBED IN 1970.  THE DISTANCE AND DIRECTION TO
 OM0814'REFERENCE MARK 3 AND 4 CHECKED.  THE TO REACH IS ADEQUATE.
 OM0814'
 OM0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHEAST
 OM0814'OF ALLENTON.
 OM0814
 OM0814                          STATION RECOVERY (2006)
 OM0814
 OM0814'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0814'THE STATION, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK WERE
 OM0814'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1207 ***********************************************************************
 PN1207  DESIGNATION -  ALLISON
 PN1207  PID         -  PN1207
 PN1207  STATE/COUNTY-  WI/MARATHON
 PN1207  COUNTRY     -  US
 PN1207  USGS QUAD   -  DANCY (2018)
 PN1207
 PN1207                         *CURRENT SURVEY CONTROL
 PN1207  ______________________________________________________________________
 PN1207* NAD 83(1991) POSITION- 44 42 14.04172(N) 089 39 10.71181(W)   ADJUSTED
 PN1207* NAVD 88 ORTHO HEIGHT -   371.6   (meters)     1219.    (feet) VERTCON3
 PN1207  ______________________________________________________________________
 PN1207  GEOID HEIGHT    -        -35.346 (meters)                     GEOID18
 PN1207  LAPLACE CORR    -         -6.21  (seconds)                    DEFLEC18
 PN1207  HORZ ORDER      -  SECOND
 PN1207
 PN1207.The horizontal coordinates were established by classical geodetic methods
 PN1207.and adjusted by the National Geodetic Survey in November 1991.
 PN1207
 PN1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1207
 PN1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1207.GEOID18 height accuracy estimate available here.
 PN1207
 PN1207.Click photographs - Photos may exist for this station.
 PN1207
 PN1207.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1207
 PN1207. The following values were computed from the NAD 83(1991) position.
 PN1207
 PN1207;                    North         East     Units Scale Factor Converg.
 PN1207;SPC WI C     -    96,794.579   627,500.753   MT  0.99994520   +0 14 41.5
 PN1207;SPC WI C     -   317,566.88  2,058,725.39   sFT  0.99994520   +0 14 41.5
 PN1207;UTM  16      - 4,953,482.381   289,829.928   MT  1.00014321   -1 52 00.8
 PN1207
 PN1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1207!SPC WI C     -   0.99994728  x   0.99994520  =   0.99989249
 PN1207!UTM  16      -   0.99994728  x   1.00014321  =   1.00009049
 PN1207
 PN1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8982953482(NAD 83)
 PN1207
 PN1207|---------------------------------------------------------------------|
 PN1207| PID    Reference Object                     Distance      Geod. Az  |
 PN1207|                                                           dddmmss.s |
 PN1207| CR9796 ALLISON RM 1                          9.100 METERS 16529     |
 PN1207| CR9797 ALLISON RM 2                          9.556 METERS 30913     |
 PN1207|---------------------------------------------------------------------|
 PN1207
 PN1207                          SUPERSEDED SURVEY CONTROL
 PN1207
 PN1207  NAD 83(1986)-  44 42 14.04085(N)    089 39 10.71940(W) AD(       ) 2
 PN1207  NGVD 29 (01/12/90)  371.6    (m)         1219.     (f) VERT ANG       
 PN1207
 PN1207.Superseded values are not recommended for survey control.
 PN1207
 PN1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1207.See file dsdata.pdf to determine how the superseded data were derived.
 PN1207
 PN1207_MARKER: DE = TRAVERSE STATION DISK
 PN1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1207_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1207+STABILITY: SURFACE MOTION
 PN1207
 PN1207  HISTORY     - Date     Condition        Report By
 PN1207  HISTORY     - 1980     MONUMENTED       WIDT
 PN1207  HISTORY     - 19950422 GOOD             USPSQD
 PN1207
 PN1207                          STATION DESCRIPTION
 PN1207
 PN1207'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1207'THE STATION IS LOCATED ABOUT 12 MILES NORTH NORTHWEST OF STEVENS POINT
 PN1207'AND 6.5 MILES SOUTH SOUTHEAST OF MOSINEE, NEAR THE TOP OF A HILL IN
 PN1207'THE MEDIAN OF USH 51.
 PN1207'
 PN1207'TO REACH THE STATION FROM THE JUNCTION OF USH 51 AND STH 66 AT THE
 PN1207'NORTHEAST EDGE OF STEVENS POINT, GO NORTH ON USH 51 FOR 5.5 MILES TO
 PN1207'JUNCTION WITH CTH X OVER USH 51.  CONTINUE NORTH ON USH 51 FOR 5.76
 PN1207'MILES TO JUNCTION WITH CTH DB OVER USH 51.  CONTINUE NORTH ON USH 51
 PN1207'FOR 2.01 MILES TO THE STATION NEAR HIGHEST POINT OF HILL IN THE
 PN1207'MEDIAN OF USH 51.
 PN1207'
 PN1207'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---ALLISON 1980---.
 PN1207'THE SURFACE DISK IS SET IN THE TOP OF A 15 INCH CYLINDRICAL CONCRETE
 PN1207'MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 101 FEET SOUTH
 PN1207'SOUTHWEST OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH 51, 22 FEET
 PN1207'EAST OF A 20 INCH RED OAK, 22 FEET NORTHEAST OF A 12 INCH RED OAK,
 PN1207'AND 2.5 FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 PN1207'IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1207'
 PN1207'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---ALLISON RM 1
 PN1207'1980---SET IN THE TOP OF A 15 INCH CYLINDRICAL CONCRETE MONUMENT
 PN1207'WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 109 FEET SOUTH SOUTHWEST
 PN1207'OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH 51, 80.5 FEET SOUTH OF
 PN1207'A METAL WITNESS POST, 22.5 FEET NORTH OF A 20 INCH WHITE OAK, AND 2
 PN1207'FEET HIGHER THAN THE STATION.
 PN1207'
 PN1207'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---ALLISON RM 2
 PN1207'1980---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 PN1207'WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 112 FEET SOUTH SOUTHWEST
 PN1207'OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH 51, 32.5 FEET NORTHWEST
 PN1207'OF A METAL WITNESS POST, 11 FEET NORTHWEST OF A 20 INCH RED OAK, AND
 PN1207'2 FEET HIGHER THAN THE STATION.
 PN1207'
 PN1207'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.46 METERS.
 PN1207
 PN1207                          STATION RECOVERY (1995)
 PN1207
 PN1207'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1509 ***********************************************************************
 RN1509  DESIGNATION -  ALLOUEZ
 RN1509  PID         -  RN1509
 RN1509  STATE/COUNTY-  WI/DOUGLAS
 RN1509  COUNTRY     -  US
 RN1509  USGS QUAD   -  SUPERIOR (2018)
 RN1509
 RN1509                         *CURRENT SURVEY CONTROL
 RN1509  ______________________________________________________________________
 RN1509* NAD 83(1996) POSITION- 46 41 57.84308(N) 092 00 39.84953(W)   ADJUSTED
 RN1509* NAVD 88 ORTHO HEIGHT -   183.9   (meters)      603.    (feet) VERTCON3
 RN1509  ______________________________________________________________________
 RN1509  GEOID HEIGHT    -        -28.296 (meters)                     GEOID18
 RN1509  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 RN1509  HORZ ORDER      -  THIRD
 RN1509
 RN1509.The horizontal coordinates were established by classical geodetic methods
 RN1509.and adjusted by the National Geodetic Survey in March 1999.
 RN1509
 RN1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1509
 RN1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1509.GEOID18 height accuracy estimate available here.
 RN1509
 RN1509.Click photographs - Photos may exist for this station.
 RN1509
 RN1509.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1509
 RN1509. The following values were computed from the NAD 83(1996) position.
 RN1509
 RN1509;                    North         East     Units Scale Factor Converg.
 RN1509;SPC WI N     -   172,307.671   446,208.611   MT  0.99998839   -1 27 02.6
 RN1509;SPC WI N     -   565,312.75  1,463,936.08   sFT  0.99998839   -1 27 02.6
 RN1509;UTM  15      - 5,172,235.367   575,604.436   MT  0.99967026   +0 43 11.1
 RN1509
 RN1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1509!SPC WI N     -   0.99997561  x   0.99998839  =   0.99996400
 RN1509!UTM  15      -   0.99997561  x   0.99967026  =   0.99964588
 RN1509
 RN1509:                Primary Azimuth Mark                     Grid Az
 RN1509:SPC WI N     -  PETRA                                    300 47 56.3
 RN1509:UTM  15      -  PETRA                                    298 37 42.6
 RN1509
 RN1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7560472235(NAD 83)
 RN1509
 RN1509|---------------------------------------------------------------------|
 RN1509| PID    Reference Object                     Distance      Geod. Az  |
 RN1509|                                                           dddmmss.s |
 RN1509| RN1511 PETRA                               APPROX. 3.0 KM 2992053.7 |
 RN1509| RN1433 DULUTH ENGER MEMORIAL TOWER         APPROX.12.2 KM 3142746.7 |
 RN1509|---------------------------------------------------------------------|
 RN1509
 RN1509                          SUPERSEDED SURVEY CONTROL
 RN1509
 RN1509  NAD 83(1991)-  46 41 57.84351(N)    092 00 39.85017(W) AD(       ) 3
 RN1509  NAD 83(1986)-  46 41 57.83580(N)    092 00 39.85337(W) AD(       ) 3
 RN1509  NAD 27      -  46 41 58.05303(N)    092 00 39.17847(W) AD(       ) 3
 RN1509  NGVD 29 (07/19/86)  183.9    (m)          603.     (f) VERT ANG       
 RN1509
 RN1509.Superseded values are not recommended for survey control.
 RN1509
 RN1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1509.See file dsdata.pdf to determine how the superseded data were derived.
 RN1509
 RN1509_MARKER: DD = SURVEY DISK
 RN1509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN1509_STAMPING: ALLOUEZ 1980
 RN1509_MARK LOGO: NOS
 RN1509_MAGNETIC: P = MARKER IS A STEEL PIPE
 RN1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1509
 RN1509  HISTORY     - Date     Condition        Report By
 RN1509  HISTORY     - 1980     MONUMENTED       NOS
 RN1509  HISTORY     - 20020810 MARK NOT FOUND   USPSQD
 RN1509
 RN1509                          STATION DESCRIPTION
 RN1509
 RN1509'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 RN1509'THE STATION IS LOCATED ON THE TIP  OF A SAND SPIT, PROTRUDING
 RN1509'SOUTH FROM THE NORTHWEST END OF WISCONSIN POINT, EXTENDING INTO
 RN1509'ALLOUEZ BAY.  THE SPIT POINTS TOWARD BLACK CAN BUOY NO 7, THE
 RN1509'SOUTHEASTERN LIMITS OF ALLOUEZ BAY CHANNEL.
 RN1509'
 RN1509'TO REACH THE STATION FROM SUPERIOR ENTRY BY SMALL BOAT, FOLLOW
 RN1509'BUOYED CHANNEL SOUTHEAST INTO ALLOUEZ BAY CHANNEL.  BEACH LANDING
 RN1509'PRESENTS NO PROBLEM IN THAT SPIT CAN BE APPROACHED FROM ALL
 RN1509'SIDES WITH ADEQUATE WATER.
 RN1509'
 RN1509'THE STATION IS A STANDARD NOS DISK
 RN1509'STAMPED---ALLOUEZ 1980---,
 RN1509'AFFIXED TO THE TOP OF A 1.1 METER ALUMINUM ROD EMBEDED IN CONCRETE
 RN1509'AND PROJECTING 0.15 METER.
 RN1509'IT IS LOCATED
 RN1509'29.26 METERS (96 FT) NORTH-NORTHWEST FROM THE SOUTHEAST TIP OF
 RN1509'SAND SPIT.
 RN1509'15.24 METERS (50 FT) WEST FROM THE EASTERN SIDE OF SAND SPIT.
 RN1509'15.24 METERS (50 FT) EAST FROM WESTERN SIDE OF SAND SPIT.
 RN1509'1.37 METER (4.5 FT) SOUTHWEST FROM A METAL WITNESS POST WITH SIGN
 RN1509'ATTACHED.
 RN1509'
 RN1509'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 RN1509
 RN1509                          STATION RECOVERY (2002)
 RN1509
 RN1509'RECOVERY NOTE BY US POWER SQUADRON 2002 (SB)
 RN1509'THE REPORTERS WERE AT THE EDGE OF THE SPIT.  THE LATITUDE AND
 RN1509'LONGITUDE INDICATED ON THE DATA SHEET WOULD PUT THE POINT OUT UNDER
 RN1509'THE WATER TO THE SOUTH OF THE PRESENT EDGE OF THE SPIT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0603 ***********************************************************************
 PO0603  DESIGNATION -  ALMA
 PO0603  PID         -  PO0603
 PO0603  STATE/COUNTY-  WI/JACKSON
 PO0603  COUNTRY     -  US
 PO0603  USGS QUAD   -  ALMA CENTER (2018)
 PO0603
 PO0603                         *CURRENT SURVEY CONTROL
 PO0603  ______________________________________________________________________
 PO0603* NAD 83(1996) POSITION- 44 26 00.53912(N) 090 54 31.16571(W)   ADJUSTED
 PO0603* NAVD 88 ORTHO HEIGHT -   322.4   (meters)     1058.    (feet) VERTCON3
 PO0603  ______________________________________________________________________
 PO0603  GEOID HEIGHT    -        -32.523 (meters)                     GEOID18
 PO0603  LAPLACE CORR    -         -7.13  (seconds)                    DEFLEC18
 PO0603  HORZ ORDER      -  SECOND
 PO0603
 PO0603.The horizontal coordinates were established by classical geodetic methods
 PO0603.and adjusted by the National Geodetic Survey in March 1999.
 PO0603
 PO0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0603
 PO0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0603.GEOID18 height accuracy estimate available here.
 PO0603
 PO0603.Click photographs - Photos may exist for this station.
 PO0603
 PO0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0603
 PO0603. The following values were computed from the NAD 83(1996) position.
 PO0603
 PO0603;                    North         East     Units Scale Factor Converg.
 PO0603;SPC WI C     -    67,092.213   527,656.436   MT  0.99997037   -0 38 28.1
 PO0603;SPC WI C     -   220,118.37  1,731,152.82   sFT  0.99997037   -0 38 28.1
 PO0603;UTM  15      - 4,922,147.817   666,446.754   MT  0.99994072   +1 27 52.0
 PO0603
 PO0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0603!SPC WI C     -   0.99995455  x   0.99997037  =   0.99992492
 PO0603!UTM  15      -   0.99995455  x   0.99994072  =   0.99989527
 PO0603
 PO0603:                Primary Azimuth Mark                     Grid Az
 PO0603:SPC WI C     -  MERRILLAN MUNICIPAL TANK                 070 58 54.4
 PO0603:UTM  15      -  MERRILLAN MUNICIPAL TANK                 068 52 34.3
 PO0603
 PO0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6644622147(NAD 83)
 PO0603
 PO0603|---------------------------------------------------------------------|
 PO0603| PID    Reference Object                     Distance      Geod. Az  |
 PO0603|                                                           dddmmss.s |
 PO0603| PO0594 MERRILLAN MUNICIPAL TANK            APPROX. 5.8 KM 0702026.3 |
 PO0603| PO0602 ALMA CENTER MUN TANK                  3.357 METERS 10749     |
 PO0603| CJ4179 ALMA RM 1                             9.707 METERS 21625     |
 PO0603| CJ4180 ALMA RM 2                             8.355 METERS 32355     |
 PO0603|---------------------------------------------------------------------|
 PO0603
 PO0603                          SUPERSEDED SURVEY CONTROL
 PO0603
 PO0603  NAD 83(1991)-  44 26 00.53887(N)    090 54 31.16551(W) AD(       ) 2
 PO0603  NAD 83(1986)-  44 26 00.53525(N)    090 54 31.17516(W) AD(       ) 2
 PO0603  NAD 27      -  44 26 00.66850(N)    090 54 30.63977(W) AD(       ) 2
 PO0603  NGVD 29 (07/19/86)  322.4    (m)         1058.     (f) VERT ANG       
 PO0603
 PO0603.Superseded values are not recommended for survey control.
 PO0603
 PO0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0603.See file dsdata.pdf to determine how the superseded data were derived.
 PO0603
 PO0603_MARKER: DD = SURVEY DISK
 PO0603_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PO0603+WITH SETTING: INFORMATION.
 PO0603_STAMPING: ALMA 1967
 PO0603_MARK LOGO: USGS
 PO0603_PROJECTION: FLUSH
 PO0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0603
 PO0603  HISTORY     - Date     Condition        Report By
 PO0603  HISTORY     - 1967     MONUMENTED       USGS
 PO0603
 PO0603                          STATION DESCRIPTION
 PO0603
 PO0603'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0603'THE STATION IS LOCATED AT THE SE. EDGE OF THE TOWN OF ALMA
 PO0603'CENTER, NEAR THE MUNICIPAL WATER TANK, ON THE CREST OF A LOW
 PO0603'RIDGE, NEAR THE CENTER OF THE NE. QUARTER SEC. 31, T. 23 N.,
 PO0603'R. 4 W.
 PO0603'
 PO0603'TO REACH THE STATION FROM THE ALMA CENTER POST OFFICE, NEAR THE
 PO0603'JCT. OF STATE HWY. 95 AND CO. HWY. F, GO E. ON STATE HWY. 95 FOR
 PO0603'0.2 MI, TURN RIGHT ON AN ASPHALT STREET AND GO S. FOR 0.2 MI TO
 PO0603'TOP OF RIDGE AND MUNICIPAL WATER TANK AND STATION ON THE RIGHT.
 PO0603'
 PO0603'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED ALMA
 PO0603'1967 CRIMPED ON 10 FT LENGTHS OF COPPER WELD ROD DRIVEN FLUSH WITH
 PO0603'THE GROUND AND SET IN 6 IN. BRICK TILE FILLED WITH GRAVEL.  NO
 PO0603'AZIMUTH MARK WAS SET.
 PO0603'
 PO0603'STATION MARK IS 3.260 M. (10.70 FT) W.-NW. OF THE VERTICAL CENTER
 PO0603'PIPE OF THE MUNICIPAL WATER TANK, 11.4 FT N.-NW. OF THE SW. LEG OF
 PO0603'THE TANK, 6.3 FT S.-SW. OF THE NW. LEG OF TANK AND 1 FT S. OF A
 PO0603'METAL WITNESS POST.
 PO0603'
 PO0603'REFERENCE MARK NO. 1 IS 9.707 M. (31.83 FT) SW. OF THE STATION,
 PO0603'24.5 FT SW. OF THE SW. LEG OF TANK, 1.8 FT E. OF A CROSS TIE SET
 PO0603'VERTICALLY IN THE GROUND.
 PO0603'
 PO0603'REFERENCE MARK NO. 2 IS 8.355 M. (27.41 FT) NW. OF STATION,
 PO0603'24.6 FT NW. OF NW. LEG OF TANK AND 1.5 FT E. OF A CROSSTIE, WHICH
 PO0603'IS SET VERTICALLY IN GROUND.
 PO0603'
 PO0603'ANGLES AND DISTANCE WERE MEASURED TO THE MUNICIPAL WATER TANK,
 PO0603'A STEEL, CONICAL TOPPED, CYLINDRICAL TANK ON 4 STEEL LEGS ABOUT
 PO0603'60 FT HIGH.
 PO0603'
 PO0603'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0728 ***********************************************************************
 PO0728  DESIGNATION -  ALMA
 PO0728  PID         -  PO0728
 PO0728  STATE/COUNTY-  WI/BUFFALO
 PO0728  COUNTRY     -  US
 PO0728  USGS QUAD   -  CREAM (2018)
 PO0728
 PO0728                         *CURRENT SURVEY CONTROL
 PO0728  ______________________________________________________________________
 PO0728* NAD 83(1996) POSITION- 44 21 23.28050(N) 091 48 37.68839(W)   ADJUSTED
 PO0728* NAVD 88 ORTHO HEIGHT -   363.    (meters)     1191.    (feet) SCALED
 PO0728  ______________________________________________________________________
 PO0728  GEOID HEIGHT    -        -30.545 (meters)                     GEOID18
 PO0728  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 PO0728  HORZ ORDER      -  THIRD
 PO0728
 PO0728.The horizontal coordinates were established by classical geodetic methods
 PO0728.and adjusted by the National Geodetic Survey in March 1999.
 PO0728
 PO0728.The orthometric height was scaled from a topographic map.
 PO0728
 PO0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0728.GEOID18 height accuracy estimate available here.
 PO0728
 PO0728.Click photographs - Photos may exist for this station.
 PO0728
 PO0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0728
 PO0728. The following values were computed from the NAD 83(1996) position.
 PO0728
 PO0728;                    North         East     Units Scale Factor Converg.
 PO0728;SPC WI C     -    59,738.553   455,676.015   MT  0.99998157   -1 16 38.7
 PO0728;SPC WI C     -   195,992.24  1,494,997.06   sFT  0.99998157   -1 16 38.7
 PO0728;UTM  15      - 4,912,154.084   594,796.907   MT  0.99971052   +0 49 54.1
 PO0728
 PO0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0728!SPC WI C     -   0.99994787  x   0.99998157  =   0.99992944
 PO0728!UTM  15      -   0.99994787  x   0.99971052  =   0.99965841
 PO0728
 PO0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9479612154(NAD 83)
 PO0728
 PO0728                          SUPERSEDED SURVEY CONTROL
 PO0728
 PO0728  NAD 83(1991)-  44 21 23.27466(N)    091 48 37.68775(W) AD(       ) 3
 PO0728  NAD 83(1986)-  44 21 23.27372(N)    091 48 37.69074(W) AD(       ) 3
 PO0728  NAD 27      -  44 21 23.38800(N)    091 48 37.12700(W) AD(       ) 3
 PO0728
 PO0728.Superseded values are not recommended for survey control.
 PO0728
 PO0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0728.See file dsdata.pdf to determine how the superseded data were derived.
 PO0728
 PO0728_MARKER: V = STONE MONUMENT
 PO0728_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PO0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0728
 PO0728  HISTORY     - Date     Condition        Report By
 PO0728  HISTORY     - 1893     MONUMENTED       USGS
 PO0728  HISTORY     - 1974     MARK NOT FOUND   USGS
 PO0728
 PO0728                          STATION DESCRIPTION
 PO0728
 PO0728'DESCRIBED BY US GEOLOGICAL SURVEY 1893 (WRH)
 PO0728'IN SEC. 26, T. 22 N., R. 12 W., 516 FEET EAST AND 50 FEET
 PO0728'NORTH OF WEST QUARTER-SECTION POST.  UPPER MARK IS STONE POST
 PO0728'SET WITH TOP BELOW PLOW DEPTH.  LOWER MARK IS BOTTLE FILLED WITH
 PO0728'ASHES.  POST IS MARKED WITH DIAGONAL CROSS LINES AND LETTERS
 PO0728'U.S.G.S.
 PO0728
 PO0728                          STATION RECOVERY (1974)
 PO0728
 PO0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WEK)
 PO0728'WE LOOKED FOR THIS MARK AND DID NOT FIND IT.  IT IS UNDERGROUND
 PO0728'ACCORDING TO THE DESCRIPTION AND SINCE THE CROPS ARE ON THE FIELDS,
 PO0728'WE DID NOT DO TOO MUCH DIGGING.  THE FARMER SAID HE DID NOT
 PO0728'KNOW OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4491 ***********************************************************************
 DJ4491  DESIGNATION -  ALMA CENTER GPS
 DJ4491  PID         -  DJ4491
 DJ4491  STATE/COUNTY-  WI/JACKSON
 DJ4491  COUNTRY     -  US
 DJ4491  USGS QUAD   -  MERRILLAN (2018)
 DJ4491
 DJ4491                         *CURRENT SURVEY CONTROL
 DJ4491  ______________________________________________________________________
 DJ4491* NAD 83(2011) POSITION- 44 25 27.88273(N) 090 49 55.65969(W)   ADJUSTED
 DJ4491* NAD 83(2011) ELLIP HT-   259.617 (meters)        (06/27/12)   ADJUSTED
 DJ4491* NAD 83(2011) EPOCH   -  2010.00
 DJ4491* NAVD 88 ORTHO HEIGHT -   292.366 (meters)      959.20  (feet) ADJUSTED
 DJ4491  ______________________________________________________________________
 DJ4491  GEOID HEIGHT    -        -32.750 (meters)                     GEOID18
 DJ4491  NAD 83(2011) X  -    -66,264.559 (meters)                     COMP
 DJ4491  NAD 83(2011) Y  - -4,562,295.751 (meters)                     COMP
 DJ4491  NAD 83(2011) Z  -  4,442,075.121 (meters)                     COMP
 DJ4491  LAPLACE CORR    -         -7.80  (seconds)                    DEFLEC18
 DJ4491  DYNAMIC HEIGHT  -        292.321 (meters)      959.06  (feet) COMP
 DJ4491  MODELED GRAVITY -    980,456.6   (mgal)                       NAVD 88
 DJ4491
 DJ4491  VERT ORDER      -  SECOND    CLASS I
 DJ4491
 DJ4491  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4491  Standards:
 DJ4491         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4491            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4491  -------------------------------------------------------------------
 DJ4491  NETWORK    0.29   0.27           0.13   0.10   0.14      0.09057682
 DJ4491  -------------------------------------------------------------------
 DJ4491  Click here for local accuracies and other accuracy information.
 DJ4491
 DJ4491.The horizontal coordinates were established by GPS observations
 DJ4491.and adjusted by the National Geodetic Survey in June 2012.
 DJ4491
 DJ4491.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4491.been affixed to the stable North American tectonic plate. See 
 DJ4491.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4491
 DJ4491.The horizontal coordinates are valid at the epoch date displayed above
 DJ4491.which is a decimal equivalence of Year/Month/Day.
 DJ4491
 DJ4491.The orthometric height was determined by differential leveling and
 DJ4491.adjusted by the WI DEPT OF TRANSP
 DJ4491.in May 2012.
 DJ4491
 DJ4491.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4491.GEOID18 height accuracy estimate available here.
 DJ4491
 DJ4491.Click photographs - Photos may exist for this station.
 DJ4491
 DJ4491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4491
 DJ4491.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4491
 DJ4491.The ellipsoidal height was determined by GPS observations
 DJ4491.and is referenced to NAD 83.
 DJ4491
 DJ4491.The dynamic height is computed by dividing the NAVD 88
 DJ4491.geopotential number by the normal gravity value computed on the
 DJ4491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4491.degrees latitude (g = 980.6199 gals.).
 DJ4491
 DJ4491.The modeled gravity was interpolated from observed gravity values.
 DJ4491
 DJ4491. The following values were computed from the NAD 83(2011) position.
 DJ4491
 DJ4491;                    North         East     Units Scale Factor Converg.
 DJ4491;SPC WI C     -    66,018.988   533,738.846   MT  0.99997160   -0 35 13.7
 DJ4491;SPC WI C     -   216,597.30  1,751,108.20   sFT  0.99997160   -0 35 13.7
 DJ4491;UTM  15      - 4,921,298.771   672,564.376   MT  0.99996622   +1 31 04.1
 DJ4491
 DJ4491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4491!SPC WI C     -   0.99995929  x   0.99997160  =   0.99993090
 DJ4491!UTM  15      -   0.99995929  x   0.99996622  =   0.99992552
 DJ4491
 DJ4491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7256421298(NAD 83)
 DJ4491
 DJ4491                          SUPERSEDED SURVEY CONTROL
 DJ4491
 DJ4491  NAD 83(2007)-  44 25 27.88282(N)    090 49 55.66062(W) AD(2002.00) 1
 DJ4491  ELLIP H (07/29/08)  259.647  (m)                       GP(2002.00) 3 1
 DJ4491  NAVD 88             292.35   (m)          959.2    (f) LEVELING    3  
 DJ4491  NAVD 88 (07/08/08)  292.353  (m)          959.16   (f) SUPERSEDED  2 1
 DJ4491
 DJ4491.Superseded values are not recommended for survey control.
 DJ4491
 DJ4491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4491.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4491
 DJ4491_MARKER: DD = SURVEY DISK
 DJ4491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4491_STAMPING: ALMA CENTER GPS 2005
 DJ4491_MARK LOGO: WIDT
 DJ4491_PROJECTION: FLUSH
 DJ4491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4491+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2011
 DJ4491
 DJ4491  HISTORY     - Date     Condition        Report By
 DJ4491  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4491  HISTORY     - 20060919 GOOD             WIDT
 DJ4491  HISTORY     - 20110912 GOOD             WIDT
 DJ4491
 DJ4491                          STATION DESCRIPTION
 DJ4491
 DJ4491'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4491'TO REACH THE STATION FROM US HIGHWAY 12 AND STATE HIGHWAY 27
 DJ4491'(WASHINGTON STREET) WITH STATE HIGHWAY 95 (PEARL STREET) IN THE
 DJ4491'VILLAGE OF MERRILLAN, GO SOUTH ON US HIGHWAY 12 AND STATE HIGHWAY 27
 DJ4491'(WASHINGTON STREET) FOR 1.75 MI (2.8 KM) TO OLD HIGHWAY 12 ON THE
 DJ4491'LEFT, CONTINUE SOUTH ON US HIGHWAY 12 AND STATE HIGHWAY 27 FOR 0.25 MI
 DJ4491'(0.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4491'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4491'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4491'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE
 DJ4491'HIGHWAY PAVEMENT.  THE STATION IS 9.4 M (30.8 FT) EAST OF THE
 DJ4491'CENTERLINE OF US HIGHWAY 12 AND STATE HIGHWAY 27, 74 M (242.8 FT)
 DJ4491'SOUTH OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE --N9799--, 52 M
 DJ4491'(170.6 FT) NORTH OF THE EXTENDED CENTER OF A FIELD ENTRANCE, AND 1.0 M
 DJ4491'(3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DJ4491'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4491'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4491
 DJ4491                          STATION RECOVERY (2011)
 DJ4491
 DJ4491'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0602 ***********************************************************************
 PO0602  DESIGNATION -  ALMA CENTER MUN TANK
 PO0602  PID         -  PO0602
 PO0602  STATE/COUNTY-  WI/JACKSON
 PO0602  COUNTRY     -  US
 PO0602  USGS QUAD   -  ALMA CENTER (2018)
 PO0602
 PO0602                         *CURRENT SURVEY CONTROL
 PO0602  ______________________________________________________________________
 PO0602* NAD 83(1996) POSITION- 44 26 00.50584(N) 090 54 31.02119(W)   ADJUSTED
 PO0602* NAVD 88 ORTHO HEIGHT -   480.2   (meters)     1575.    (feet) VERTCON3
 PO0602  ______________________________________________________________________
 PO0602  GEOID HEIGHT    -        -32.523 (meters)                     GEOID18
 PO0602  LAPLACE CORR    -         -7.13  (seconds)                    DEFLEC18
 PO0602  HORZ ORDER      -  THIRD
 PO0602
 PO0602.The horizontal coordinates were established by classical geodetic methods
 PO0602.and adjusted by the National Geodetic Survey in March 1999.
 PO0602
 PO0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0602
 PO0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0602.GEOID18 height accuracy estimate available here.
 PO0602
 PO0602.Click photographs - Photos may exist for this station.
 PO0602
 PO0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0602
 PO0602. The following values were computed from the NAD 83(1996) position.
 PO0602
 PO0602;                    North         East     Units Scale Factor Converg.
 PO0602;SPC WI C     -    67,091.150   527,659.620   MT  0.99997037   -0 38 28.0
 PO0602;SPC WI C     -   220,114.88  1,731,163.27   sFT  0.99997037   -0 38 28.0
 PO0602;UTM  15      - 4,922,146.871   666,449.975   MT  0.99994073   +1 27 52.1
 PO0602
 PO0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0602!SPC WI C     -   0.99992981  x   0.99997037  =   0.99990018
 PO0602!UTM  15      -   0.99992981  x   0.99994073  =   0.99987054
 PO0602
 PO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6644922146(NAD 83)
 PO0602
 PO0602                          SUPERSEDED SURVEY CONTROL
 PO0602
 PO0602  NAD 83(1991)-  44 26 00.50564(N)    090 54 31.02112(W) AD(       ) 3
 PO0602  NAD 83(1986)-  44 26 00.50221(N)    090 54 31.03162(W) AD(       ) 3
 PO0602  NAD 27      -  44 26 00.63616(N)    090 54 30.49937(W) AD(       ) 3
 PO0602  NGVD 29 (07/19/86)  480.2    (m)         1575.     (f) VERT ANG       
 PO0602
 PO0602.Superseded values are not recommended for survey control.
 PO0602
 PO0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0602.See file dsdata.pdf to determine how the superseded data were derived.
 PO0602
 PO0602_MARKER: 51 = TANK
 PO0602
 PO0602  HISTORY     - Date     Condition        Report By
 PO0602  HISTORY     - 1967     FIRST OBSERVED   USGS
 PO0602
 PO0602                          STATION DESCRIPTION
 PO0602
 PO0602'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0602'THE MUNICIPAL WATER TANK IS LOCATED AT THE SE. EDGE OF THE TOWN
 PO0602'OF ALMA CENTER, ON THE CREST OF A LOW RIDGE, NEAR THE CENTER
 PO0602'OF THE NE. QUARTER SEC. 31, T. 23 N., R. 4 W., A THIRD-ORDER
 PO0602'TRAVERSE TIE MADE FROM ALMA 1967.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4620 ***********************************************************************
 DJ4620  DESIGNATION -  ALMA E GPS
 DJ4620  PID         -  DJ4620
 DJ4620  STATE/COUNTY-  WI/BUFFALO
 DJ4620  COUNTRY     -  US
 DJ4620  USGS QUAD   -  MODENA (2018)
 DJ4620
 DJ4620                         *CURRENT SURVEY CONTROL
 DJ4620  ______________________________________________________________________
 DJ4620* NAD 83(2011) POSITION- 44 23 03.35366(N) 091 48 13.70872(W)   ADJUSTED
 DJ4620* NAD 83(2011) ELLIP HT-   214.565 (meters)        (06/27/12)   ADJUSTED
 DJ4620* NAD 83(2011) EPOCH   -  2010.00
 DJ4620* NAVD 88 ORTHO HEIGHT -   245.155 (meters)      804.31  (feet) ADJUSTED
 DJ4620  ______________________________________________________________________
 DJ4620  GEOID HEIGHT    -        -30.587 (meters)                     GEOID18
 DJ4620  NAD 83(2011) X  -   -143,720.635 (meters)                     COMP
 DJ4620  NAD 83(2011) Y  - -4,563,603.895 (meters)                     COMP
 DJ4620  NAD 83(2011) Z  -  4,438,856.355 (meters)                     COMP
 DJ4620  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 DJ4620  DYNAMIC HEIGHT  -        245.122 (meters)      804.20  (feet) COMP
 DJ4620  MODELED GRAVITY -    980,479.1   (mgal)                       NAVD 88
 DJ4620
 DJ4620  VERT ORDER      -  SECOND    CLASS I
 DJ4620
 DJ4620  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4620  Standards:
 DJ4620         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4620            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4620  -------------------------------------------------------------------
 DJ4620  NETWORK    0.31   0.31           0.14   0.11   0.16      0.00429374
 DJ4620  -------------------------------------------------------------------
 DJ4620  Click here for local accuracies and other accuracy information.
 DJ4620
 DJ4620.The horizontal coordinates were established by GPS observations
 DJ4620.and adjusted by the National Geodetic Survey in June 2012.
 DJ4620
 DJ4620.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4620.been affixed to the stable North American tectonic plate. See 
 DJ4620.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4620
 DJ4620.The horizontal coordinates are valid at the epoch date displayed above
 DJ4620.which is a decimal equivalence of Year/Month/Day.
 DJ4620
 DJ4620.The orthometric height was determined by differential leveling and
 DJ4620.adjusted by the WI DEPT OF TRANSP
 DJ4620.in May 2012.
 DJ4620
 DJ4620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4620.GEOID18 height accuracy estimate available here.
 DJ4620
 DJ4620.Click photographs - Photos may exist for this station.
 DJ4620
 DJ4620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4620
 DJ4620.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4620
 DJ4620.The ellipsoidal height was determined by GPS observations
 DJ4620.and is referenced to NAD 83.
 DJ4620
 DJ4620.The dynamic height is computed by dividing the NAVD 88
 DJ4620.geopotential number by the normal gravity value computed on the
 DJ4620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4620.degrees latitude (g = 980.6199 gals.).
 DJ4620
 DJ4620.The modeled gravity was interpolated from observed gravity values.
 DJ4620
 DJ4620. The following values were computed from the NAD 83(2011) position.
 DJ4620
 DJ4620;                    North         East     Units Scale Factor Converg.
 DJ4620;SPC WI C     -    62,814.821   456,275.528   MT  0.99997732   -1 16 21.8
 DJ4620;SPC WI C     -   206,084.96  1,496,963.96   sFT  0.99997732   -1 16 21.8
 DJ4620;UTM  15      - 4,915,249.502   595,282.658   MT  0.99971165   +0 50 12.3
 DJ4620
 DJ4620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4620!SPC WI C     -   0.99996636  x   0.99997732  =   0.99994368
 DJ4620!UTM  15      -   0.99996636  x   0.99971165  =   0.99967802
 DJ4620
 DJ4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9528215249(NAD 83)
 DJ4620
 DJ4620                          SUPERSEDED SURVEY CONTROL
 DJ4620
 DJ4620  NAD 83(2007)-  44 23 03.35375(N)    091 48 13.70950(W) AD(2002.00) 1
 DJ4620  ELLIP H (07/29/08)  214.596  (m)                       GP(2002.00) 3 1
 DJ4620  NAVD 88             245.16   (m)          804.3    (f) LEVELING    3  
 DJ4620  NAVD 88             245.14   (m)          804.3    (f) LEVELING    3  
 DJ4620  NAVD 88 (07/08/08)  245.141  (m)          804.27   (f) SUPERSEDED  2 1
 DJ4620
 DJ4620.Superseded values are not recommended for survey control.
 DJ4620
 DJ4620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4620.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4620
 DJ4620_MARKER: DD = SURVEY DISK
 DJ4620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4620_STAMPING: ALMA E GPS 2005
 DJ4620_MARK LOGO: WIDT
 DJ4620_PROJECTION: FLUSH
 DJ4620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4620+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DJ4620
 DJ4620  HISTORY     - Date     Condition        Report By
 DJ4620  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4620  HISTORY     - 20061107 GOOD             WIDT
 DJ4620  HISTORY     - 20070808 GOOD             WIDT
 DJ4620
 DJ4620                          STATION DESCRIPTION
 DJ4620
 DJ4620'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4620'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH COUNTY
 DJ4620'HIGHWAY N ABOUT 7 MI (11.3 KM) NORTHEAST OF THE CITY OF ALMA, GO
 DJ4620'SOUTHEAST ON COUNTY HIGHWAY N FOR 0.7 MI (1.1 KM) TO THE STATION ON
 DJ4620'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4620'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4620'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4620'THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4620'STATION IS 10.3 M (33.8 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DJ4620'HIGHWAY NORTH, 39.0 M (128.0 FT) WEST OF A POWER POLE --4C14 W9--,
 DJ4620'35.1 M (115.2 FT) SOUTH OF A POWER POLE --4C14 W8--, 4 M (13.1 FT)
 DJ4620'SOUTHEAST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, AND 1.0 M (3.3
 DJ4620'FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DJ4620'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4620'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT A BLUFF TO THE EAST OF
 DJ4620'THE STATION EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DJ4620
 DJ4620                          STATION RECOVERY (2007)
 DJ4620
 DJ4620'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 DJ4620'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4616 ***********************************************************************
 DJ4616  DESIGNATION -  ALMA GPS
 DJ4616  PID         -  DJ4616
 DJ4616  STATE/COUNTY-  WI/BUFFALO
 DJ4616  COUNTRY     -  US
 DJ4616  USGS QUAD   -  CREAM (2018)
 DJ4616
 DJ4616                         *CURRENT SURVEY CONTROL
 DJ4616  ______________________________________________________________________
 DJ4616* NAD 83(2011) POSITION- 44 18 36.27959(N) 091 50 32.54097(W)   ADJUSTED
 DJ4616* NAD 83(2011) ELLIP HT-   359.349 (meters)        (06/27/12)   ADJUSTED
 DJ4616* NAD 83(2011) EPOCH   -  2010.00
 DJ4616* NAVD 88 ORTHO HEIGHT -   389.821 (meters)     1278.94  (feet) ADJUSTED
 DJ4616  ______________________________________________________________________
 DJ4616  GEOID HEIGHT    -        -30.459 (meters)                     GEOID18
 DJ4616  NAD 83(2011) X  -   -146,980.858 (meters)                     COMP
 DJ4616  NAD 83(2011) Y  - -4,569,369.212 (meters)                     COMP
 DJ4616  NAD 83(2011) Z  -  4,433,062.142 (meters)                     COMP
 DJ4616  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 DJ4616  DYNAMIC HEIGHT  -        389.764 (meters)     1278.75  (feet) COMP
 DJ4616  MODELED GRAVITY -    980,460.2   (mgal)                       NAVD 88
 DJ4616
 DJ4616  VERT ORDER      -  SECOND    CLASS I
 DJ4616
 DJ4616  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4616  Standards:
 DJ4616         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4616            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4616  -------------------------------------------------------------------
 DJ4616  NETWORK    0.30   0.39           0.14   0.10   0.20      0.01935387
 DJ4616  -------------------------------------------------------------------
 DJ4616  Click here for local accuracies and other accuracy information.
 DJ4616
 DJ4616.The horizontal coordinates were established by GPS observations
 DJ4616.and adjusted by the National Geodetic Survey in June 2012.
 DJ4616
 DJ4616.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4616.been affixed to the stable North American tectonic plate. See 
 DJ4616.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4616
 DJ4616.The horizontal coordinates are valid at the epoch date displayed above
 DJ4616.which is a decimal equivalence of Year/Month/Day.
 DJ4616
 DJ4616.The orthometric height was determined by differential leveling and
 DJ4616.adjusted by the WI DEPT OF TRANSP
 DJ4616.in May 2012.
 DJ4616
 DJ4616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4616.GEOID18 height accuracy estimate available here.
 DJ4616
 DJ4616.Click photographs - Photos may exist for this station.
 DJ4616
 DJ4616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4616
 DJ4616.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4616
 DJ4616.The ellipsoidal height was determined by GPS observations
 DJ4616.and is referenced to NAD 83.
 DJ4616
 DJ4616.The dynamic height is computed by dividing the NAVD 88
 DJ4616.geopotential number by the normal gravity value computed on the
 DJ4616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4616.degrees latitude (g = 980.6199 gals.).
 DJ4616
 DJ4616.The modeled gravity was interpolated from observed gravity values.
 DJ4616
 DJ4616. The following values were computed from the NAD 83(2011) position.
 DJ4616
 DJ4616;                    North         East     Units Scale Factor Converg.
 DJ4616;SPC WI C     -    54,642.453   453,016.279   MT  0.99998918   -1 17 59.8
 DJ4616;SPC WI C     -   179,272.78  1,486,270.91   sFT  0.99998918   -1 17 59.8
 DJ4616;UTM  15      - 4,906,965.002   592,327.187   MT  0.99970483   +0 48 31.3
 DJ4616
 DJ4616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4616!SPC WI C     -   0.99994366  x   0.99998918  =   0.99993284
 DJ4616!UTM  15      -   0.99994366  x   0.99970483  =   0.99964850
 DJ4616
 DJ4616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9232706965(NAD 83)
 DJ4616
 DJ4616                          SUPERSEDED SURVEY CONTROL
 DJ4616
 DJ4616  ELLIP H (09/06/11)  359.366  (m)                       GP(       ) 1 1
 DJ4616  NAD 83(2007)-  44 18 36.27966(N)    091 50 32.54173(W) AD(2002.00) B
 DJ4616  ELLIP H (07/29/08)  359.388  (m)                       GP(2002.00) 4 1
 DJ4616  NAVD 88             389.82   (m)         1278.9    (f) LEVELING    3  
 DJ4616  NAVD 88             389.81   (m)         1278.9    (f) LEVELING    3  
 DJ4616  NAVD 88 (07/08/08)  389.808  (m)         1278.90   (f) SUPERSEDED  2 1
 DJ4616
 DJ4616.Superseded values are not recommended for survey control.
 DJ4616
 DJ4616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4616.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4616
 DJ4616_MARKER: DD = SURVEY DISK
 DJ4616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4616_STAMPING: ALMA GPS 2005
 DJ4616_MARK LOGO: WIDT
 DJ4616_PROJECTION: FLUSH
 DJ4616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4616+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DJ4616
 DJ4616  HISTORY     - Date     Condition        Report By
 DJ4616  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4616  HISTORY     - 20061017 GOOD             WIDT
 DJ4616  HISTORY     - 20070808 GOOD             WIDT
 DJ4616
 DJ4616                          STATION DESCRIPTION
 DJ4616
 DJ4616'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4616'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 88 WITH COUNTY
 DJ4616'HIGHWAY E IN THE COMMUNITY OF CREAM ABOUT 7 MI (11.3 KM) EAST OF THE
 DJ4616'CITY OF ALMA, GO WEST ON COUNTY HIGHWAY E FOR 3.1 MI (5.0 KM) TO
 DJ4616'COUNTY HIGHWAY N (NORTH) ON THE RIGHT, CONTINUE WEST ON COUNTY HIGHWAY
 DJ4616'E AND COUNTY HIGHWAY N FOR 0.4 MI (0.6 KM) TO A LEFT CURVE IN THE
 DJ4616'HIGHWAY, CURVE LEFT AND CONTINUE SOUTH ON COUNTY HIGHWAY E AND COUNTY
 DJ4616'HIGHWAY N FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.  THE
 DJ4616'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DJ4616'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DJ4616'DIAMETER CONCRETE POST SET (2.4 M DEEP), LOCATED WITHIN THE
 DJ4616'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4616'12.4 M (40.7 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY E AND COUNTY
 DJ4616'HIGHWAY NORTH, 61 M (200.1 FT) NORTH-NORTHWEST OF A POWER POLE
 DJ4616'--8014AA77--, 44 M (144.4 FT) SOUTHWEST OF A POWER POLE --8014AA78--,
 DJ4616'AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF AN ORANGE 4X4
 DJ4616'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4616'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4616
 DJ4616                          STATION RECOVERY (2007)
 DJ4616
 DJ4616'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 DJ4616'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5096 ***********************************************************************
 DK5096  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5096  DESIGNATION -  ALMA N GPS
 DK5096  PID         -  DK5096
 DK5096  STATE/COUNTY-  WI/JACKSON
 DK5096  COUNTRY     -  US
 DK5096  USGS QUAD   -  ALMA CENTER (2018)
 DK5096
 DK5096                         *CURRENT SURVEY CONTROL
 DK5096  ______________________________________________________________________
 DK5096* NAD 83(2011) POSITION- 44 29 41.40402(N) 090 55 16.05088(W)   ADJUSTED
 DK5096* NAD 83(2011) ELLIP HT-   304.267 (meters)        (06/27/12)   ADJUSTED
 DK5096* NAD 83(2011) EPOCH   -  2010.00
 DK5096* NAVD 88 ORTHO HEIGHT -   336.68  (meters)     1104.6   (feet) GPS OBS
 DK5096  ______________________________________________________________________
 DK5096  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5096  GEOID HEIGHT    -        -32.413 (meters)                     GEOID12A
 DK5096  GEOID HEIGHT    -        -32.414 (meters)                     GEOID18
 DK5096  NAD 83(2011) X  -    -73,263.488 (meters)                     COMP
 DK5096  NAD 83(2011) Y  - -4,556,738.658 (meters)                     COMP
 DK5096  NAD 83(2011) Z  -  4,447,692.005 (meters)                     COMP
 DK5096  LAPLACE CORR    -         -6.86  (seconds)                    DEFLEC18
 DK5096
 DK5096  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5096  Standards:
 DK5096         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5096            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5096  -------------------------------------------------------------------
 DK5096  NETWORK    0.33   0.31           0.15   0.12   0.16      0.03742781
 DK5096  -------------------------------------------------------------------
 DK5096  Click here for local accuracies and other accuracy information.
 DK5096
 DK5096.The horizontal coordinates were established by GPS observations
 DK5096.and adjusted by the National Geodetic Survey in June 2012.
 DK5096
 DK5096.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5096.been affixed to the stable North American tectonic plate. See 
 DK5096.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5096
 DK5096.The horizontal coordinates are valid at the epoch date displayed above
 DK5096.which is a decimal equivalence of Year/Month/Day.
 DK5096
 DK5096.The orthometric height was determined by GPS observations and a
 DK5096.high-resolution geoid model using precise GPS observation and
 DK5096.processing techniques.
 DK5096
 DK5096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5096.GEOID18 height accuracy estimate available here.
 DK5096
 DK5096.Click photographs - Photos may exist for this station.
 DK5096
 DK5096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5096
 DK5096.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5096
 DK5096.The ellipsoidal height was determined by GPS observations
 DK5096.and is referenced to NAD 83.
 DK5096
 DK5096. The following values were computed from the NAD 83(2011) position.
 DK5096
 DK5096;                    North         East     Units Scale Factor Converg.
 DK5096;SPC WI C     -    73,920.173   526,741.147   MT  0.99996273   -0 38 59.7
 DK5096;SPC WI C     -   242,519.77  1,728,149.91   sFT  0.99996273   -0 38 59.7
 DK5096;UTM  15      - 4,928,937.330   665,281.152   MT  0.99993596   +1 27 26.3
 DK5096
 DK5096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5096!SPC WI C     -   0.99995229  x   0.99996273  =   0.99991503
 DK5096!UTM  15      -   0.99995229  x   0.99993596  =   0.99988826
 DK5096
 DK5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6528128937(NAD 83)
 DK5096
 DK5096                          SUPERSEDED SURVEY CONTROL
 DK5096
 DK5096  NAD 83(2007)-  44 29 41.40413(N)    090 55 16.05186(W) AD(2002.00) 1
 DK5096  ELLIP H (07/29/08)  304.297  (m)                       GP(2002.00) 3 1
 DK5096  NAVD 88 (07/29/08)  336.67   (m)  GEOID03  model used  GPS OBS        
 DK5096
 DK5096.Superseded values are not recommended for survey control.
 DK5096
 DK5096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5096.See file dsdata.pdf to determine how the superseded data were derived.
 DK5096
 DK5096_MARKER: DD = SURVEY DISK
 DK5096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5096_STAMPING: ALMA N GPS 2005
 DK5096_MARK LOGO: WIDT
 DK5096_PROJECTION: FLUSH
 DK5096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5096+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2011
 DK5096
 DK5096  HISTORY     - Date     Condition        Report By
 DK5096  HISTORY     - 2004     MONUMENTED       WIDT
 DK5096  HISTORY     - 20061030 GOOD             WIDT
 DK5096  HISTORY     - 20110913 GOOD             WIDT
 DK5096
 DK5096                          STATION DESCRIPTION
 DK5096
 DK5096'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5096'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 (MAIN
 DK5096'STREET) WITH COUNTY HIGHWAY F (CHURCH STREET) IN THE VILLAGE OF ALMA
 DK5096'CENTER, GO NORTH ON COUNTY HIGHWAY F (CHURCH STREET) FOR 4.8 MI (7.7
 DK5096'KM) TO MOORE ROAD ON THE LEFT, TURN LEFT AND GO WEST ON MOORE ROAD FOR
 DK5096'0.75 MI (1.2 KM) TO DUXBURG ROAD ON THE RIGHT, CONTINUE WEST ON MOORE
 DK5096'ROAD FOR 0.65 MI (1.0 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 DK5096'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DK5096'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DK5096'CONCRETE POST (ATTACHED TO BEDROCK 1.7 M DEEP), LOCATED WITHIN THE
 DK5096'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.0 M
 DK5096'(29.5 FT) SOUTH OF THE CENTERLINE OF MOORE ROAD, 93 M (305.1 FT) WEST
 DK5096'OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE --W12146--, 27.9 M (91.5
 DK5096'FT) SOUTHWEST OF A TELEPHONE PEDESTAL --2833--, 17.0 M (55.8 FT) WEST
 DK5096'OF AN UNDERGROUND TELEPHONE CABLE WITNESS POST, 1 M (3.3 FT) NORTH OF
 DK5096'AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND
 DK5096'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK5096'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK5096'ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST EXTENDING TO 25
 DK5096'DEGREES ABOVE THE HORIZON.
 DK5096
 DK5096                          STATION RECOVERY (2011)
 DK5096
 DK5096'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0731 ***********************************************************************
 PO0731  DESIGNATION -  ALMA POWER CO W STACK
 PO0731  PID         -  PO0731
 PO0731  STATE/COUNTY-  WI/BUFFALO
 PO0731  COUNTRY     -  US
 PO0731  USGS QUAD   -  ALMA (2018)
 PO0731
 PO0731                         *CURRENT SURVEY CONTROL
 PO0731  ______________________________________________________________________
 PO0731* NAD 83(1996) POSITION- 44 18 08.36595(N) 091 54 46.78961(W)   ADJUSTED
 PO0731  ______________________________________________________________________
 PO0731  GEOID HEIGHT    -        -30.401 (meters)                     GEOID18
 PO0731  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 PO0731  HORZ ORDER      -  THIRD
 PO0731
 PO0731.The horizontal coordinates were established by classical geodetic methods
 PO0731.and adjusted by the National Geodetic Survey in March 1999.
 PO0731
 PO0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0731.GEOID18 height accuracy estimate available here.
 PO0731
 PO0731.Click photographs - Photos may exist for this station.
 PO0731
 PO0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0731
 PO0731. The following values were computed from the NAD 83(1996) position.
 PO0731
 PO0731;                    North         East     Units Scale Factor Converg.
 PO0731;SPC WI C     -    53,911.398   447,362.604   MT  0.99999052   -1 20 59.2
 PO0731;SPC WI C     -   176,874.31  1,467,722.14   sFT  0.99999052   -1 20 59.2
 PO0731;UTM  15      - 4,906,026.673   586,705.879   MT  0.99969246   +0 45 33.3
 PO0731
 PO0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8670506026(NAD 83)
 PO0731
 PO0731                          SUPERSEDED SURVEY CONTROL
 PO0731
 PO0731  NAD 83(1991)-  44 18 08.36018(N)    091 54 46.79246(W) AD(       ) 3
 PO0731  NAD 83(1986)-  44 18 08.35975(N)    091 54 46.79241(W) AD(       ) 3
 PO0731  NAD 27      -  44 18 08.47662(N)    091 54 46.17949(W) AD(       ) 3
 PO0731
 PO0731.Superseded values are not recommended for survey control.
 PO0731
 PO0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0731.See file dsdata.pdf to determine how the superseded data were derived.
 PO0731
 PO0731_MARKER: 85 = CHIMNEY
 PO0731
 PO0731  HISTORY     - Date     Condition        Report By
 PO0731  HISTORY     - 1979     FIRST OBSERVED   MNDT
 PO0731
 PO0731                          STATION DESCRIPTION
 PO0731
 PO0731'DESCRIBED BY MN DEPT OF TRANSP 1979 (DKH)
 PO0731'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF THE TOWN OF ALMA,
 PO0731'WISCONSIN, ABOUT 800 FEET WEST OF TRUNK HIGHWAY 35, ON THE SOUTH SIDE
 PO0731'OF A NEW ADDITION TO THE POWER COMPANY PLANT.
 PO0731'
 PO0731'THE SMOKE STACK IS A ROUND CONCRETE STACK THAT IS ABOUT 400 FEET HIGH.
 PO0731'
 PO0731'THE STACK WAS OBSERVED FROM STATIONS NELSON, LANGE, RELAY MNDT,
 PO0731'LIFT MNDT, AND KING MNDT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5095 ***********************************************************************
 DK5095  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5095  DESIGNATION -  ALMA S GPS
 DK5095  PID         -  DK5095
 DK5095  STATE/COUNTY-  WI/JACKSON
 DK5095  COUNTRY     -  US
 DK5095  USGS QUAD   -  ALMA CENTER (2018)
 DK5095
 DK5095                         *CURRENT SURVEY CONTROL
 DK5095  ______________________________________________________________________
 DK5095* NAD 83(2011) POSITION- 44 24 52.55099(N) 090 55 19.08141(W)   ADJUSTED
 DK5095* NAD 83(2011) ELLIP HT-   281.014 (meters)        (06/27/12)   ADJUSTED
 DK5095* NAD 83(2011) EPOCH   -  2010.00
 DK5095* NAVD 88 ORTHO HEIGHT -   313.52  (meters)     1028.6   (feet) GPS OBS
 DK5095  ______________________________________________________________________
 DK5095  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5095  GEOID HEIGHT    -        -32.507 (meters)                     GEOID12A
 DK5095  GEOID HEIGHT    -        -32.506 (meters)                     GEOID18
 DK5095  NAD 83(2011) X  -    -73,430.650 (meters)                     COMP
 DK5095  NAD 83(2011) Y  - -4,562,964.756 (meters)                     COMP
 DK5095  NAD 83(2011) Z  -  4,441,311.136 (meters)                     COMP
 DK5095  LAPLACE CORR    -         -7.22  (seconds)                    DEFLEC18
 DK5095
 DK5095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5095  Standards:
 DK5095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5095  -------------------------------------------------------------------
 DK5095  NETWORK    0.37   0.33           0.17   0.13   0.17      0.10277745
 DK5095  -------------------------------------------------------------------
 DK5095  Click here for local accuracies and other accuracy information.
 DK5095
 DK5095.The horizontal coordinates were established by GPS observations
 DK5095.and adjusted by the National Geodetic Survey in June 2012.
 DK5095
 DK5095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5095.been affixed to the stable North American tectonic plate. See 
 DK5095.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5095
 DK5095.The horizontal coordinates are valid at the epoch date displayed above
 DK5095.which is a decimal equivalence of Year/Month/Day.
 DK5095
 DK5095.The orthometric height was determined by GPS observations and a
 DK5095.high-resolution geoid model using precise GPS observation and
 DK5095.processing techniques.
 DK5095
 DK5095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5095.GEOID18 height accuracy estimate available here.
 DK5095
 DK5095.Click photographs - Photos may exist for this station.
 DK5095
 DK5095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5095
 DK5095.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5095
 DK5095.The ellipsoidal height was determined by GPS observations
 DK5095.and is referenced to NAD 83.
 DK5095
 DK5095. The following values were computed from the NAD 83(2011) position.
 DK5095
 DK5095;                    North         East     Units Scale Factor Converg.
 DK5095;SPC WI C     -    65,005.775   526,572.975   MT  0.99997295   -0 39 01.9
 DK5095;SPC WI C     -   213,273.11  1,727,598.17   sFT  0.99997295   -0 39 01.9
 DK5095;UTM  15      - 4,920,023.054   665,440.707   MT  0.99993661   +1 27 16.7
 DK5095
 DK5095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5095!SPC WI C     -   0.99995594  x   0.99997295  =   0.99992889
 DK5095!UTM  15      -   0.99995594  x   0.99993661  =   0.99989255
 DK5095
 DK5095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6544020023(NAD 83)
 DK5095
 DK5095                          SUPERSEDED SURVEY CONTROL
 DK5095
 DK5095  NAD 83(2007)-  44 24 52.55108(N)    090 55 19.08234(W) AD(2002.00) 1
 DK5095  ELLIP H (07/29/08)  281.044  (m)                       GP(2002.00) 3 1
 DK5095  NAVD 88 (07/29/08)  313.51   (m)  GEOID03  model used  GPS OBS        
 DK5095
 DK5095.Superseded values are not recommended for survey control.
 DK5095
 DK5095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5095.See file dsdata.pdf to determine how the superseded data were derived.
 DK5095
 DK5095_MARKER: DD = SURVEY DISK
 DK5095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5095_STAMPING: ALMA S GPS 2005
 DK5095_MARK LOGO: WIDT
 DK5095_PROJECTION: FLUSH
 DK5095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK5095+STABILITY: SURFACE MOTION
 DK5095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5095+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2023
 DK5095
 DK5095  HISTORY     - Date     Condition        Report By
 DK5095  HISTORY     - 2004     MONUMENTED       WIDT
 DK5095  HISTORY     - 20060919 GOOD             WIDT
 DK5095  HISTORY     - 20110913 GOOD             WIDT
 DK5095  HISTORY     - 20230404 GOOD             WI-053
 DK5095
 DK5095                          STATION DESCRIPTION
 DK5095
 DK5095'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 (MAIN
 DK5095'STREET) WITH COUNTY HIGHWAY F (CHURCH STREET) IN THE VILLAGE OF ALMA
 DK5095'CENTER, GO SOUTH ON COUNTY HIGHWAY F (CHURCH STREET) FOR 1.55 MI (2.5
 DK5095'KM) TO PRINDLE ROAD, TURN RIGHT AND GO WEST ON PRINDLE ROAD FOR 0.4 MI
 DK5095'(0.6 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DK5095'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DK5095'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DK5095'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DK5095'PAVEMENT.  THE STATION IS 7.0 M (23.0 FT) SOUTH OF THE CENTERLINE OF
 DK5095'PRINDLE ROAD, 28.3 M (92.8 FT) SOUTHWEST OF A POWER POLE, 21 M (68.9
 DK5095'FT) WEST OF A FIELD ENTRANCE, 4 M (13.1 FT) NORTH OF AN AGRICULTURAL
 DK5095'FIELD, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF AN ORANGE
 DK5095'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5095'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5095
 DK5095                          STATION RECOVERY (2011)
 DK5095
 DK5095'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5095'RECOVERED IN GOOD CONDITION.
 DK5095
 DK5095                          STATION RECOVERY (2023)
 DK5095
 DK5095'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2023 (CB)
 DK5095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4432 ***********************************************************************
 DL4432  DESIGNATION -  ALMENA C GPS
 DL4432  PID         -  DL4432
 DL4432  STATE/COUNTY-  WI/BARRON
 DL4432  COUNTRY     -  US
 DL4432  USGS QUAD   -  ALMENA (2018)
 DL4432
 DL4432                         *CURRENT SURVEY CONTROL
 DL4432  ______________________________________________________________________
 DL4432* NAD 83(2011) POSITION- 45 24 35.16079(N) 092 04 51.21222(W)   ADJUSTED
 DL4432* NAD 83(2011) ELLIP HT-   337.541 (meters)        (04/15/13)   ADJUSTED
 DL4432* NAD 83(2011) EPOCH   -  2010.00
 DL4432* NAVD 88 ORTHO HEIGHT -   367.656 (meters)     1206.22  (feet) ADJUSTED
 DL4432  ______________________________________________________________________
 DL4432  GEOID HEIGHT    -        -30.109 (meters)                     GEOID18
 DL4432  NAD 83(2011) X  -   -162,870.887 (meters)                     COMP
 DL4432  NAD 83(2011) Y  - -4,482,553.561 (meters)                     COMP
 DL4432  NAD 83(2011) Z  -  4,519,674.838 (meters)                     COMP
 DL4432  LAPLACE CORR    -         -6.00  (seconds)                    DEFLEC18
 DL4432  DYNAMIC HEIGHT  -        367.616 (meters)     1206.09  (feet) COMP
 DL4432  MODELED GRAVITY -    980,496.6   (mgal)                       NAVD 88
 DL4432
 DL4432  VERT ORDER      -  SECOND    CLASS I
 DL4432
 DL4432  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4432  Standards:
 DL4432         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4432            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4432  -------------------------------------------------------------------
 DL4432  NETWORK    0.46   0.82           0.20   0.17   0.42      0.08738368
 DL4432  -------------------------------------------------------------------
 DL4432  Click here for local accuracies and other accuracy information.
 DL4432
 DL4432.The horizontal coordinates were established by GPS observations
 DL4432.and adjusted by the National Geodetic Survey in April 2013.
 DL4432
 DL4432.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4432.been affixed to the stable North American tectonic plate. See 
 DL4432.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4432
 DL4432.The horizontal coordinates are valid at the epoch date displayed above
 DL4432.which is a decimal equivalence of Year/Month/Day.
 DL4432
 DL4432.The orthometric height was determined by differential leveling and
 DL4432.adjusted by the WI DEPT OF TRANSP
 DL4432.in May 2012.
 DL4432
 DL4432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4432.GEOID18 height accuracy estimate available here.
 DL4432
 DL4432.Click photographs - Photos may exist for this station.
 DL4432
 DL4432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4432
 DL4432.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4432
 DL4432.The ellipsoidal height was determined by GPS observations
 DL4432.and is referenced to NAD 83.
 DL4432
 DL4432.The dynamic height is computed by dividing the NAVD 88
 DL4432.geopotential number by the normal gravity value computed on the
 DL4432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4432.degrees latitude (g = 980.6199 gals.).
 DL4432
 DL4432.The modeled gravity was interpolated from observed gravity values.
 DL4432
 DL4432. The following values were computed from the NAD 83(2011) position.
 DL4432
 DL4432;                    North         East     Units Scale Factor Converg.
 DL4432;SPC WI C     -   177,264.042   437,122.331   MT  0.99998406   -1 28 05.6
 DL4432;SPC WI C     -   581,573.78  1,434,125.51   sFT  0.99998406   -1 28 05.6
 DL4432;UTM  15      - 5,028,882.775   571,921.514   MT  0.99966360   +0 39 16.4
 DL4432
 DL4432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4432!SPC WI C     -   0.99994708  x   0.99998406  =   0.99993114
 DL4432!UTM  15      -   0.99994708  x   0.99966360  =   0.99961070
 DL4432
 DL4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7192128882(NAD 83)
 DL4432
 DL4432                          SUPERSEDED SURVEY CONTROL
 DL4432
 DL4432  NAD 83(2007)-  45 24 35.16073(N)    092 04 51.21273(W) AD(2002.00) 1
 DL4432  ELLIP H (04/06/12)  337.573  (m)                       GP(2002.00) 1 1
 DL4432  NAVD 88             367.66   (m)         1206.2    (f) LEVELING    3  
 DL4432
 DL4432.Superseded values are not recommended for survey control.
 DL4432
 DL4432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4432.See file dsdata.pdf to determine how the superseded data were derived.
 DL4432
 DL4432_MARKER: DD = SURVEY DISK
 DL4432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4432_STAMPING: ALMENA C GPS 2006
 DL4432_MARK LOGO: WIDT
 DL4432_PROJECTION: FLUSH
 DL4432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4432+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2007
 DL4432
 DL4432  HISTORY     - Date     Condition        Report By
 DL4432  HISTORY     - 2005     MONUMENTED       WIDT
 DL4432  HISTORY     - 20071030 GOOD             WIDT
 DL4432
 DL4432                          STATION DESCRIPTION
 DL4432
 DL4432'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4432'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHWEST OF
 DL4432'ARLAND, 3.2 MI (5.1 KM) EAST-NORTHEAST OF TURTLE LAKE AND 2.4 MI (3.9
 DL4432'KM) WEST-SOUTHWEST OF ALMENA.
 DL4432'
 DL4432'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DL4432'HIGHWAY P (CLINTON STREET) ON THE SOUTH SIDE OF THE VILLAGE OF ALMENA,
 DL4432'GO WEST ON US HIGHWAY 8 FOR 2.0 MI (3.2 KM) TO FOURTH STREET.  TURN
 DL4432'RIGHT AND GO NORTH ON FOURTH STREET FOR APPROXIMATELY 0.05 MI (0.1 KM)
 DL4432'TO 14TH AVENUE LEFT.  TURN LEFT AND GO WEST ON 14TH AVENUE FOR 0.3 MI
 DL4432'(0.5 KM) TO THE STATION ON THE LEFT.
 DL4432'
 DL4432'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4432'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4432'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4432'LEVEL WITH THE ROAD PAVEMENT, 8.1 M (26.6 FT) SOUTH OF THE CENTERLINE
 DL4432'OF 14TH AVENUE, 24.8 M (81.4 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DL4432'8, APPROXIMATELY 120 M (393.7 FT) WEST OF THE EXTENDED CENTERLINE OF 3
 DL4432'3/4 STREET, APPROXIMATELY 62.0 M (203.4 FT) NORTHWEST OF A RIGHT TURN
 DL4432'LANE SIGN POST, 28.3 M (92.8 FT) SOUTHEAST OF POWER POLE NUMBER
 DL4432'8414BB56 AND 1.0 M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF AN
 DL4432'ORANGE 4X4 PLASTIC GUARD POST.
 DL4432'
 DL4432'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4432'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AH8949 ***********************************************************************
 AH8949  DESIGNATION -  ALMENA SPORTSMENS
 AH8949  PID         -  AH8949
 AH8949  STATE/COUNTY-  WI/BARRON
 AH8949  COUNTRY     -  US
 AH8949  USGS QUAD   -  ALMENA (2018)
 AH8949
 AH8949                         *CURRENT SURVEY CONTROL
 AH8949  ______________________________________________________________________
 AH8949* NAD 83(2011) POSITION- 45 24 34.22527(N) 091 59 59.60508(W)   ADJUSTED
 AH8949* NAD 83(2011) ELLIP HT-   316.891 (meters)        (06/27/12)   ADJUSTED
 AH8949* NAD 83(2011) EPOCH   -  2010.00
 AH8949* NAVD 88 ORTHO HEIGHT -   347.149 (meters)     1138.94  (feet) ADJUSTED
 AH8949  ______________________________________________________________________
 AH8949  GEOID HEIGHT    -        -30.255 (meters)                     GEOID18
 AH8949  NAD 83(2011) X  -   -156,533.723 (meters)                     COMP
 AH8949  NAD 83(2011) Y  - -4,482,785.408 (meters)                     COMP
 AH8949  NAD 83(2011) Z  -  4,519,639.855 (meters)                     COMP
 AH8949  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 AH8949  DYNAMIC HEIGHT  -        347.111 (meters)     1138.81  (feet) COMP
 AH8949  MODELED GRAVITY -    980,499.1   (mgal)                       NAVD 88
 AH8949
 AH8949  VERT ORDER      -  SECOND    CLASS I
 AH8949
 AH8949  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8949  Standards:
 AH8949         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8949            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8949  -------------------------------------------------------------------
 AH8949  NETWORK    0.36   0.51           0.16   0.13   0.26      0.01438705
 AH8949  -------------------------------------------------------------------
 AH8949  Click here for local accuracies and other accuracy information.
 AH8949
 AH8949.The horizontal coordinates were established by GPS observations
 AH8949.and adjusted by the National Geodetic Survey in June 2012.
 AH8949
 AH8949.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8949.been affixed to the stable North American tectonic plate. See 
 AH8949.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8949
 AH8949.The horizontal coordinates are valid at the epoch date displayed above
 AH8949.which is a decimal equivalence of Year/Month/Day.
 AH8949
 AH8949.The orthometric height was determined by differential leveling and
 AH8949.adjusted by the WI DEPT OF TRANSP
 AH8949.in May 2012.
 AH8949
 AH8949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8949.GEOID18 height accuracy estimate available here.
 AH8949
 AH8949.Click photographs - Photos may exist for this station.
 AH8949
 AH8949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8949
 AH8949.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8949
 AH8949.The ellipsoidal height was determined by GPS observations
 AH8949.and is referenced to NAD 83.
 AH8949
 AH8949.The dynamic height is computed by dividing the NAVD 88
 AH8949.geopotential number by the normal gravity value computed on the
 AH8949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8949.degrees latitude (g = 980.6199 gals.).
 AH8949
 AH8949.The modeled gravity was interpolated from observed gravity values.
 AH8949
 AH8949. The following values were computed from the NAD 83(2011) position.
 AH8949
 AH8949;                    North         East     Units Scale Factor Converg.
 AH8949;SPC WI C     -   177,075.860   443,460.580   MT  0.99998402   -1 24 39.9
 AH8949;SPC WI C     -   580,956.38  1,454,920.25   sFT  0.99998402   -1 24 39.9
 AH8949;UTM  15      - 5,028,929.514   578,260.388   MT  0.99967530   +0 42 44.1
 AH8949
 AH8949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8949!SPC WI C     -   0.99995032  x   0.99998402  =   0.99993434
 AH8949!UTM  15      -   0.99995032  x   0.99967530  =   0.99962564
 AH8949
 AH8949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7826028929(NAD 83)
 AH8949
 AH8949                          SUPERSEDED SURVEY CONTROL
 AH8949
 AH8949  NAD 83(2007)-  45 24 34.22522(N)    091 59 59.60563(W) AD(2002.00) 0
 AH8949  ELLIP H (02/10/07)  316.924  (m)                       GP(2002.00)    
 AH8949  NAD 83(1997)-  45 24 34.22537(N)    091 59 59.60599(W) AD(       ) 1
 AH8949  ELLIP H (06/17/02)  316.939  (m)                       GP(       ) 2 1
 AH8949  NAD 83(1991)-  45 24 34.22480(N)    091 59 59.60484(W) AD(       ) 1
 AH8949  ELLIP H (05/04/99)  316.946  (m)                       GP(       ) 2 1
 AH8949  NAVD 88             347.15   (m)         1138.9    (f) LEVELING    3  
 AH8949
 AH8949.Superseded values are not recommended for survey control.
 AH8949
 AH8949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8949.See file dsdata.pdf to determine how the superseded data were derived.
 AH8949
 AH8949_MARKER: F = FLANGE-ENCASED ROD
 AH8949_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AH8949_STAMPING: ALMENA SPORTSMENS 1998
 AH8949_MARK LOGO: WI-005
 AH8949_PROJECTION: FLUSH
 AH8949_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8949+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2007
 AH8949_ROD/PIPE-DEPTH: 23.8 meters
 AH8949_SLEEVE-DEPTH  : 0.9 meters
 AH8949
 AH8949  HISTORY     - Date     Condition        Report By
 AH8949  HISTORY     - 1998     MONUMENTED       WI-005
 AH8949  HISTORY     - 20050926 GOOD             WIDT
 AH8949  HISTORY     - 20071030 GOOD             WIDT
 AH8949
 AH8949                          STATION DESCRIPTION
 AH8949
 AH8949'DESCRIBED BY BARRON COUNTY WISCONSIN 1998 (MFN)
 AH8949'STATION IS LOCATED 1.6 MI (2.6 KM) E OF THE VILLAGE OF ALMENA, 6.4 MI
 AH8949'(10.3 KM) W OF THE CITY OF BARRON IN THE NW 1/4 OF THE NE 1/4 OF SEC
 AH8949'29, T34N, R13W, 4TH PRINCIPAL MERIDIAN, TOWN OF CLINTON, BARRON CO. TO
 AH8949'REACH THE STATION FROM THE VILLAGE OF ALMENA FROM THE INTERSECTION OF
 AH8949'US HIGHWAY 8 AND COUNTY TRUNK HIGHWAY P, GO EAST ON USH 8 FOR 1.6 MI
 AH8949'(2.6 KM) TO THE STATION ON THE RIGHT.  LOCATED 0.35 MI (0.56 KM) W OF
 AH8949'8TH STREET, 190 FT (57.9 M) E OF THE CENTERLINE OF A DRIVEWAY TO
 AH8949'ALMENA SPORTSMENS CLUB SHOOTING RANGE, 45 FT (13.7 M) S OF THE
 AH8949'CENTERINE OF USH 8 AND 1 FT (0.3 M) NORTH OF A WITNESS POST. DESCRIBED
 AH8949'BY BARRON COUNTY (CDF) .
 AH8949
 AH8949                          STATION RECOVERY (2005)
 AH8949
 AH8949'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AH8949'RECOVERED IN GOOD CONDITION.   ADD-- THE STATION IS 0.6 M NORTH OF A
 AH8949'CHAIN-LINK FENCE AND 1.0 M EAST AND 1.0 M WEST OF TWO 4X4 ORANGE
 AH8949'PLASTIC GUARD POSTS.
 AH8949
 AH8949                          STATION RECOVERY (2007)
 AH8949
 AH8949'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AH8949'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4971 ***********************************************************************
 DQ4971  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4971  DESIGNATION -  ALMON C GPS
 DQ4971  PID         -  DQ4971
 DQ4971  STATE/COUNTY-  WI/SHAWANO
 DQ4971  COUNTRY     -  US
 DQ4971  USGS QUAD   -  REGINA (2018)
 DQ4971
 DQ4971                         *CURRENT SURVEY CONTROL
 DQ4971  ______________________________________________________________________
 DQ4971* NAD 83(2011) POSITION- 44 54 49.38257(N) 089 01 56.25977(W)   ADJUSTED
 DQ4971* NAD 83(2011) ELLIP HT-   328.463 (meters)        (04/14/17)   ADJUSTED
 DQ4971* NAD 83(2011) EPOCH   -  2010.00
 DQ4971* NAVD 88 ORTHO HEIGHT -   364.25  (meters)     1195.0   (feet) GPS OBS
 DQ4971  ______________________________________________________________________
 DQ4971  GEOID HEIGHT    -        -35.788 (meters)                     GEOID18
 DQ4971  NAD 83(2011) X  -     76,415.250 (meters)                     COMP
 DQ4971  NAD 83(2011) Y  - -4,523,953.263 (meters)                     COMP
 DQ4971  NAD 83(2011) Z  -  4,480,795.002 (meters)                     COMP
 DQ4971  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 DQ4971
 DQ4971  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4971  Standards:
 DQ4971         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4971            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4971  -------------------------------------------------------------------
 DQ4971  NETWORK    0.57   0.78           0.26   0.20   0.40      0.05894363
 DQ4971  -------------------------------------------------------------------
 DQ4971  Click here for local accuracies and other accuracy information.
 DQ4971
 DQ4971.The horizontal coordinates were established by GPS observations
 DQ4971.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4971
 DQ4971.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4971.been affixed to the stable North American tectonic plate. See 
 DQ4971.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4971
 DQ4971.The horizontal coordinates are valid at the epoch date displayed above
 DQ4971.which is a decimal equivalence of Year/Month/Day.
 DQ4971
 DQ4971.The orthometric height was determined by GPS observations and a
 DQ4971.high-resolution geoid model using precise GPS observation and
 DQ4971.processing techniques.
 DQ4971
 DQ4971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4971.GEOID18 height accuracy estimate available here.
 DQ4971
 DQ4971.Click photographs - Photos may exist for this station.
 DQ4971
 DQ4971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4971
 DQ4971.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4971
 DQ4971.The ellipsoidal height was determined by GPS observations
 DQ4971.and is referenced to NAD 83.
 DQ4971
 DQ4971. The following values were computed from the NAD 83(2011) position.
 DQ4971
 DQ4971;                    North         East     Units Scale Factor Converg.
 DQ4971;SPC WI C     -   120,506.289   676,408.631   MT  0.99994092   +0 40 58.0
 DQ4971;SPC WI C     -   395,361.05  2,219,183.98   sFT  0.99994092   +0 40 58.0
 DQ4971;UTM  16      - 4,975,374.679   339,583.746   MT  0.99991644   -1 26 06.7
 DQ4971
 DQ4971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4971!SPC WI C     -   0.99994850  x   0.99994092  =   0.99988943
 DQ4971!UTM  16      -   0.99994850  x   0.99991644  =   0.99986495
 DQ4971
 DQ4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3958375374(NAD 83)
 DQ4971
 DQ4971                          SUPERSEDED SURVEY CONTROL
 DQ4971
 DQ4971.No superseded survey control is available for this station.
 DQ4971
 DQ4971_MARKER: DD = SURVEY DISK
 DQ4971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4971_STAMPING: ALMON C GPS 1993
 DQ4971_MARK LOGO: WIDT
 DQ4971_PROJECTION: RECESSED 4 CENTIMETERS
 DQ4971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4971+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4971
 DQ4971  HISTORY     - Date     Condition        Report By
 DQ4971  HISTORY     - 1993     MONUMENTED       WI-115
 DQ4971  HISTORY     - 20150201 GOOD             WIDT
 DQ4971
 DQ4971                          STATION DESCRIPTION
 DQ4971
 DQ4971'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4971'THE STATION IS APPROXIMATELY 6.3 MI (10.1 KM) SOUTH OF MATTOON, 4.8 MI
 DQ4971'(7.7 KM) NORTHEAST OF SHEPLEY, AND 4.2 MI (6.8 KM) NORTHWEST OF
 DQ4971'BOWLER.
 DQ4971'
 DQ4971'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DQ4971'HIGHWAY D ABOUT 5 MI (8.0 KM) NORTHWEST OF THE VILLAGE OF BOWLER, GO
 DQ4971'SOUTH ON COUNTY HIGHWAY D FOR 0.5 MI (0.8 KM) TO BLUEBERRY ROAD ON THE
 DQ4971'LEFT.  TURN LEFT AND GO EAST ON BLUEBERRY ROAD FOR 0.5 MI (0.8 KM) TO
 DQ4971'THE STATION ON THE LEFT.
 DQ4971'
 DQ4971'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4971'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4971'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ4971'STATION IS 8.2 M (26.9 FT) NORTH OF THE CENTERLINE OF BLUEBERRY ROAD,
 DQ4971'85 M (278.9 FT) WEST OF A DRIVEWAY -W15465-, 41.2 M (135.2 FT)
 DQ4971'NORTHWEST OF A POWER POLE -12562-, AT THE EXTENDED CENTER OF A FIELD
 DQ4971'ENTRANCE NORTH, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ4971'THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4971'
 DQ4971'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4971'DEGREES ABOVE THE HORIZON EXCEPT A TREE TO THE SOUTH EXTENDING TO 25
 DQ4971'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5532 ***********************************************************************
 DH5532  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5532  DESIGNATION -  ALMOND E GPS
 DH5532  PID         -  DH5532
 DH5532  STATE/COUNTY-  WI/PORTAGE
 DH5532  COUNTRY     -  US
 DH5532  USGS QUAD   -  ALMOND (2018)
 DH5532
 DH5532                         *CURRENT SURVEY CONTROL
 DH5532  ______________________________________________________________________
 DH5532* NAD 83(2011) POSITION- 44 18 22.15698(N) 089 23 10.21614(W)   ADJUSTED
 DH5532* NAD 83(2011) ELLIP HT-   328.873 (meters)        (06/27/12)   ADJUSTED
 DH5532* NAD 83(2011) EPOCH   -  2010.00
 DH5532* NAVD 88 ORTHO HEIGHT -   365.01  (meters)     1197.5   (feet) GPS OBS
 DH5532  ______________________________________________________________________
 DH5532  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5532  GEOID HEIGHT    -        -36.137 (meters)                     GEOID12A
 DH5532  GEOID HEIGHT    -        -36.133 (meters)                     GEOID18
 DH5532  NAD 83(2011) X  -     48,980.591 (meters)                     COMP
 DH5532  NAD 83(2011) Y  - -4,571,752.858 (meters)                     COMP
 DH5532  NAD 83(2011) Z  -  4,432,728.902 (meters)                     COMP
 DH5532  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 DH5532
 DH5532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5532  Standards:
 DH5532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5532  -------------------------------------------------------------------
 DH5532  NETWORK    0.33   0.51           0.15   0.12   0.26      0.10463863
 DH5532  -------------------------------------------------------------------
 DH5532  Click here for local accuracies and other accuracy information.
 DH5532
 DH5532.The horizontal coordinates were established by GPS observations
 DH5532.and adjusted by the National Geodetic Survey in June 2012.
 DH5532
 DH5532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5532.been affixed to the stable North American tectonic plate. See 
 DH5532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5532
 DH5532.The horizontal coordinates are valid at the epoch date displayed above
 DH5532.which is a decimal equivalence of Year/Month/Day.
 DH5532
 DH5532.The orthometric height was determined by GPS observations and a
 DH5532.high-resolution geoid model using precise GPS observation and
 DH5532.processing techniques.
 DH5532
 DH5532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5532.GEOID18 height accuracy estimate available here.
 DH5532
 DH5532.Click photographs - Photos may exist for this station.
 DH5532
 DH5532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5532
 DH5532.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5532
 DH5532.The ellipsoidal height was determined by GPS observations
 DH5532.and is referenced to NAD 83.
 DH5532
 DH5532. The following values were computed from the NAD 83(2011) position.
 DH5532
 DH5532;                    North         East     Units Scale Factor Converg.
 DH5532;SPC WI C     -    52,724.196   648,978.044   MT  0.99998986   +0 25 59.2
 DH5532;SPC WI C     -   172,979.30  2,129,188.80   sFT  0.99998986   +0 25 59.2
 DH5532;UTM  16      - 4,908,646.744   309,675.916   MT  1.00004550   -1 40 02.0
 DH5532
 DH5532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5532!SPC WI C     -   0.99994844  x   0.99998986  =   0.99993830
 DH5532!UTM  16      -   0.99994844  x   1.00004550  =   0.99999393
 DH5532
 DH5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0967508646(NAD 83)
 DH5532
 DH5532                          SUPERSEDED SURVEY CONTROL
 DH5532
 DH5532  NAD 83(2007)-  44 18 22.15702(N)    089 23 10.21693(W) AD(2002.00) 0
 DH5532  ELLIP H (02/10/07)  328.913  (m)                       GP(2002.00)    
 DH5532  NAD 83(1997)-  44 18 22.15717(N)    089 23 10.21729(W) AD(       ) 1
 DH5532  ELLIP H (08/01/05)  328.912  (m)                       GP(       ) 2 1
 DH5532  NAVD 88 (07/26/07)  364.98   (m)  GEOID03  model used  GPS OBS        
 DH5532
 DH5532.Superseded values are not recommended for survey control.
 DH5532
 DH5532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5532.See file dsdata.pdf to determine how the superseded data were derived.
 DH5532
 DH5532_MARKER: DD = SURVEY DISK
 DH5532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5532_STAMPING: ALMOND E GPS 2004
 DH5532_MARK LOGO: WIDT
 DH5532_PROJECTION: FLUSH
 DH5532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5532+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5532
 DH5532  HISTORY     - Date     Condition        Report By
 DH5532  HISTORY     - 2003     MONUMENTED       WIDT
 DH5532
 DH5532                          STATION DESCRIPTION
 DH5532
 DH5532'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5532'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5532'COUNTY HIGHWAY A WITH COUNTY HIGHWAY EE AND 5TH STREET ABOUT 2 MI
 DH5532'NORTHEAST OF THE VILLAGE OF ALMOND, GO NORTH ON COUNTY HIGHWAY EE FOR
 DH5532'1.0 MI TO 4TH  AVENUE, CONTINUE NORTH ON COUNTY HIGHWAY EE FOR 0.3 MI
 DH5532'TO THE STATION ON THE RIGHT.   THE STATION IS A  BRONZE WISCONSIN
 DH5532'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5532'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5532'HIGHWAY PAVEMENT.  THE STATION IS 8.7 M EAST OF THE CENTERLINE OF
 DH5532'COUNTY  HIGHWAY EE, 58 M NORTH-NORTHEAST OF POWERPOLE --2109 10R20--,
 DH5532'23.5 M SOUTHEAST OF  POWERPOLE --2109-10R5--, 3 M WEST OF A CULTIVATED
 DH5532'FIELD, 1.0 M EAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M
 DH5532'SOUTHWEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M NORTHWEST
 DH5532'OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS
 DH5532'NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5532'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5561 ***********************************************************************
 DH5561  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5561  DESIGNATION -  ALMOND GPS
 DH5561  PID         -  DH5561
 DH5561  STATE/COUNTY-  WI/WAUSHARA
 DH5561  COUNTRY     -  US
 DH5561  USGS QUAD   -  PLAINFIELD (2018)
 DH5561
 DH5561                         *CURRENT SURVEY CONTROL
 DH5561  ______________________________________________________________________
 DH5561* NAD 83(2011) POSITION- 44 14 37.86054(N) 089 24 26.87970(W)   ADJUSTED
 DH5561* NAD 83(2011) ELLIP HT-   316.966 (meters)        (06/27/12)   ADJUSTED
 DH5561* NAD 83(2011) EPOCH   -  2010.00
 DH5561* NAVD 88 ORTHO HEIGHT -   353.10  (meters)     1158.5   (feet) GPS OBS
 DH5561  ______________________________________________________________________
 DH5561  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5561  GEOID HEIGHT    -        -36.129 (meters)                     GEOID12A
 DH5561  GEOID HEIGHT    -        -36.127 (meters)                     GEOID18
 DH5561  NAD 83(2011) X  -     47,331.275 (meters)                     COMP
 DH5561  NAD 83(2011) Y  - -4,576,595.270 (meters)                     COMP
 DH5561  NAD 83(2011) Z  -  4,427,763.392 (meters)                     COMP
 DH5561  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 DH5561
 DH5561  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5561  Standards:
 DH5561         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5561            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5561  -------------------------------------------------------------------
 DH5561  NETWORK    0.18   0.27           0.08   0.07   0.14      0.08313315
 DH5561  -------------------------------------------------------------------
 DH5561  Click here for local accuracies and other accuracy information.
 DH5561
 DH5561.The horizontal coordinates were established by GPS observations
 DH5561.and adjusted by the National Geodetic Survey in June 2012.
 DH5561
 DH5561.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5561.been affixed to the stable North American tectonic plate. See 
 DH5561.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5561
 DH5561.The horizontal coordinates are valid at the epoch date displayed above
 DH5561.which is a decimal equivalence of Year/Month/Day.
 DH5561
 DH5561.The orthometric height was determined by GPS observations and a
 DH5561.high-resolution geoid model using precise GPS observation and
 DH5561.processing techniques.
 DH5561
 DH5561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5561.GEOID18 height accuracy estimate available here.
 DH5561
 DH5561.Click photographs - Photos may exist for this station.
 DH5561
 DH5561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5561
 DH5561.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5561
 DH5561.The ellipsoidal height was determined by GPS observations
 DH5561.and is referenced to NAD 83.
 DH5561
 DH5561. The following values were computed from the NAD 83(2011) position.
 DH5561
 DH5561;                    North         East     Units Scale Factor Converg.
 DH5561;SPC WI S     -   249,450.904   647,331.304   MT  1.00004082   +0 24 25.7
 DH5561;SPC WI S     -   818,406.84  2,123,786.12   sFT  1.00004082   +0 24 25.7
 DH5561;UTM  16      - 4,901,775.876   307,774.219   MT  1.00005446   -1 40 48.8
 DH5561
 DH5561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5561!SPC WI S     -   0.99995030  x   1.00004082  =   0.99999112
 DH5561!UTM  16      -   0.99995030  x   1.00005446  =   1.00000476
 DH5561
 DH5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0777401775(NAD 83)
 DH5561
 DH5561                          SUPERSEDED SURVEY CONTROL
 DH5561
 DH5561  NAD 83(2007)-  44 14 37.86057(N)    089 24 26.88051(W) AD(2002.00) 0
 DH5561  ELLIP H (02/10/07)  317.004  (m)                       GP(2002.00)    
 DH5561  NAD 83(1997)-  44 14 37.86070(N)    089 24 26.88086(W) AD(       ) 1
 DH5561  ELLIP H (08/01/05)  317.004  (m)                       GP(       ) 2 1
 DH5561  NAVD 88 (07/26/07)  353.06   (m)  GEOID03  model used  GPS OBS        
 DH5561
 DH5561.Superseded values are not recommended for survey control.
 DH5561
 DH5561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5561.See file dsdata.pdf to determine how the superseded data were derived.
 DH5561
 DH5561_MARKER: DD = SURVEY DISK
 DH5561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5561_STAMPING: ALMOND GPS 1993
 DH5561_MARK LOGO: WI-137
 DH5561_PROJECTION: FLUSH
 DH5561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5561+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2007
 DH5561
 DH5561  HISTORY     - Date     Condition        Report By
 DH5561  HISTORY     - 1993     MONUMENTED       WI-137
 DH5561  HISTORY     - 20030811 GOOD             WIDT
 DH5561  HISTORY     - 20071127 GOOD             WIDT
 DH5561
 DH5561                          STATION DESCRIPTION
 DH5561
 DH5561'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5561'OWNERSHIP--TOWN OF OASIS.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5561'INTERSTATE 39 AND  US HIGHWAY 51 WITH COUNTY HIGHWAY D ABOUT 3 MI
 DH5561'NORTH OF THE VILLAGE OF PLAINFIELD, GO  EAST ON COUNTY HIGHWAY D FOR
 DH5561'6.0 MI TO COUNTY HIGHWAY J, TURN RIGHT AND GO SOUTH ON  COUNTY HIGHWAY
 DH5561'J FOR 1.0 MI TO AKRON AVENUE, TURN RIGHT AND GO WEST ON AKRON AVENUE
 DH5561'FOR 0.05 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH5561'WAUSHARA COUNTY  GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DH5561'40-CM DIAMETER CONCRETE POST ABOUT 0.5  M BELOW THE ROAD PAVEMENT.
 DH5561'THE STAION IS 7.4 M SOUTH OF THE CENTERLINE OF AKRON  AVENUE,1.0 MI
 DH5561'EAST OF 3RD STREET,  60 M WEST OF THE CENTERLINE OF CONTY HIGHWAY J,
 DH5561'AND 0.6  M NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5561'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 DH5561'ABOVE THE HORIZON.
 DH5561
 DH5561                          STATION RECOVERY (2007)
 DH5561
 DH5561'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5561'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 DH5561'NORTHWEST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 DH5561'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5533 ***********************************************************************
 DH5533  DESIGNATION -  ALMOND N GPS
 DH5533  PID         -  DH5533
 DH5533  STATE/COUNTY-  WI/PORTAGE
 DH5533  COUNTRY     -  US
 DH5533  USGS QUAD   -  ALMOND (2018)
 DH5533
 DH5533                         *CURRENT SURVEY CONTROL
 DH5533  ______________________________________________________________________
 DH5533* NAD 83(2011) POSITION- 44 20 10.75380(N) 089 26 42.89765(W)   ADJUSTED
 DH5533* NAD 83(2011) ELLIP HT-   315.515 (meters)        (06/27/12)   ADJUSTED
 DH5533* NAD 83(2011) EPOCH   -  2010.00
 DH5533* NAVD 88 ORTHO HEIGHT -   351.556 (meters)     1153.40  (feet) ADJUSTED
 DH5533  ______________________________________________________________________
 DH5533  GEOID HEIGHT    -        -36.044 (meters)                     GEOID18
 DH5533  NAD 83(2011) X  -     44,243.822 (meters)                     COMP
 DH5533  NAD 83(2011) Y  - -4,569,449.406 (meters)                     COMP
 DH5533  NAD 83(2011) Z  -  4,435,117.808 (meters)                     COMP
 DH5533  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 DH5533  DYNAMIC HEIGHT  -        351.484 (meters)     1153.16  (feet) COMP
 DH5533  MODELED GRAVITY -    980,403.1   (mgal)                       NAVD 88
 DH5533
 DH5533  VERT ORDER      -  SECOND    CLASS I
 DH5533
 DH5533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5533  Standards:
 DH5533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5533  -------------------------------------------------------------------
 DH5533  NETWORK    0.22   0.31           0.10   0.07   0.16      0.10320613
 DH5533  -------------------------------------------------------------------
 DH5533  Click here for local accuracies and other accuracy information.
 DH5533
 DH5533.The horizontal coordinates were established by GPS observations
 DH5533.and adjusted by the National Geodetic Survey in June 2012.
 DH5533
 DH5533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5533.been affixed to the stable North American tectonic plate. See 
 DH5533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5533
 DH5533.The horizontal coordinates are valid at the epoch date displayed above
 DH5533.which is a decimal equivalence of Year/Month/Day.
 DH5533
 DH5533.The orthometric height was determined by differential leveling and
 DH5533.adjusted by the WI DEPT OF TRANSP
 DH5533.in May 2012.
 DH5533
 DH5533.No vertical observational check was made to the station.
 DH5533
 DH5533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5533.GEOID18 height accuracy estimate available here.
 DH5533
 DH5533.Click photographs - Photos may exist for this station.
 DH5533
 DH5533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5533
 DH5533.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5533
 DH5533.The ellipsoidal height was determined by GPS observations
 DH5533.and is referenced to NAD 83.
 DH5533
 DH5533.The dynamic height is computed by dividing the NAVD 88
 DH5533.geopotential number by the normal gravity value computed on the
 DH5533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5533.degrees latitude (g = 980.6199 gals.).
 DH5533
 DH5533.The modeled gravity was interpolated from observed gravity values.
 DH5533
 DH5533. The following values were computed from the NAD 83(2011) position.
 DH5533
 DH5533;                    North         East     Units Scale Factor Converg.
 DH5533;SPC WI C     -    56,042.135   644,241.311   MT  0.99998480   +0 23 29.1
 DH5533;SPC WI C     -   183,864.90  2,113,648.37   sFT  0.99998480   +0 23 29.1
 DH5533;UTM  16      - 4,912,136.314   305,063.664   MT  1.00006735   -1 42 34.0
 DH5533
 DH5533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5533!SPC WI C     -   0.99995053  x   0.99998480  =   0.99993533
 DH5533!UTM  16      -   0.99995053  x   1.00006735  =   1.00001788
 DH5533
 DH5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0506312136(NAD 83)
 DH5533
 DH5533                          SUPERSEDED SURVEY CONTROL
 DH5533
 DH5533  NAD 83(2007)-  44 20 10.75401(N)    089 26 42.89816(W) AD(2002.00) 0
 DH5533  ELLIP H (02/10/07)  315.555  (m)                       GP(2002.00)    
 DH5533  NAD 83(1997)-  44 20 10.75416(N)    089 26 42.89853(W) AD(       ) 1
 DH5533  ELLIP H (08/01/05)  315.555  (m)                       GP(       ) 2 1
 DH5533  NAVD 88             351.53   (m)         1153.3    (f) LEVELING    3  
 DH5533  NAVD 88 (04/20/07)  351.532  (m)         1153.32   (f) SUPERSEDED  2 1
 DH5533
 DH5533.Superseded values are not recommended for survey control.
 DH5533
 DH5533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5533.See file dsdata.pdf to determine how the superseded data were derived.
 DH5533
 DH5533_MARKER: DD = SURVEY DISK
 DH5533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5533_STAMPING: ALMOND N GPS 2004
 DH5533_MARK LOGO: WIDT
 DH5533_PROJECTION: FLUSH
 DH5533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5533+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5533
 DH5533  HISTORY     - Date     Condition        Report By
 DH5533  HISTORY     - 2003     MONUMENTED       WIDT
 DH5533  HISTORY     - 20051228 GOOD             WIDT
 DH5533
 DH5533                          STATION DESCRIPTION
 DH5533
 DH5533'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5533'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5533'COUNTY HIGHWAY J WITH COUNTY HIGHWAY N ABOUT 9 MI SOUTHEAST OF THE
 DH5533'VILLAGE OF PLOVER, GO SOUTH ON COUNTY HIGHWAY J FOR 1.0 MI TO
 DH5533'PATTERSON LANE ROAD ON  THE LEFT, CONTINUE WEST ON COUNTY HIGHWAY J
 DH5533'FOR 0.4 MI TO THE STATION ON THE LEFT.  THE  STATION IS A  BRONZE
 DH5533'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5533'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  1
 DH5533'M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.3 M SOUTH OF THE
 DH5533'CENTERLINE OF COUNTY  HIGHWAY J, 63 M WEST-SOUTHWEST OF A POWERPOLE
 DH5533'--2209 32L10--, 17 M EAST OF THE CENTERLINE  OF A FIELD ENTRANCE, 2 M
 DH5533'NORTH OF A CULTIVATED FIELD, 1.0 M EAST OF AN  ORANGE 4X4  PLASTIC
 DH5533'WITNESS POST AND 1.0 M WEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST.
 DH5533'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5533'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5533
 DH5533                          STATION RECOVERY (2005)
 DH5533
 DH5533'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5533'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5534 ***********************************************************************
 DH5534  DESIGNATION -  ALMOND W GPS
 DH5534  PID         -  DH5534
 DH5534  STATE/COUNTY-  WI/PORTAGE
 DH5534  COUNTRY     -  US
 DH5534  USGS QUAD   -  ALMOND (2018)
 DH5534
 DH5534                         *CURRENT SURVEY CONTROL
 DH5534  ______________________________________________________________________
 DH5534* NAD 83(2011) POSITION- 44 16 22.90171(N) 089 27 54.40636(W)   ADJUSTED
 DH5534* NAD 83(2011) ELLIP HT-   303.741 (meters)        (06/27/12)   ADJUSTED
 DH5534* NAD 83(2011) EPOCH   -  2010.00
 DH5534* NAVD 88 ORTHO HEIGHT -   339.790 (meters)     1114.79  (feet) ADJUSTED
 DH5534  ______________________________________________________________________
 DH5534  GEOID HEIGHT    -        -36.052 (meters)                     GEOID18
 DH5534  NAD 83(2011) X  -     42,705.446 (meters)                     COMP
 DH5534  NAD 83(2011) Y  - -4,574,368.379 (meters)                     COMP
 DH5534  NAD 83(2011) Z  -  4,430,076.330 (meters)                     COMP
 DH5534  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 DH5534  DYNAMIC HEIGHT  -        339.719 (meters)     1114.56  (feet) COMP
 DH5534  MODELED GRAVITY -    980,399.1   (mgal)                       NAVD 88
 DH5534
 DH5534  VERT ORDER      -  SECOND    CLASS I
 DH5534
 DH5534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5534  Standards:
 DH5534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5534  -------------------------------------------------------------------
 DH5534  NETWORK    0.21   0.29           0.09   0.08   0.15      0.09637823
 DH5534  -------------------------------------------------------------------
 DH5534  Click here for local accuracies and other accuracy information.
 DH5534
 DH5534.The horizontal coordinates were established by GPS observations
 DH5534.and adjusted by the National Geodetic Survey in June 2012.
 DH5534
 DH5534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5534.been affixed to the stable North American tectonic plate. See 
 DH5534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5534
 DH5534.The horizontal coordinates are valid at the epoch date displayed above
 DH5534.which is a decimal equivalence of Year/Month/Day.
 DH5534
 DH5534.The orthometric height was determined by differential leveling and
 DH5534.adjusted by the WI DEPT OF TRANSP
 DH5534.in May 2012.
 DH5534
 DH5534.No vertical observational check was made to the station.
 DH5534
 DH5534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5534.GEOID18 height accuracy estimate available here.
 DH5534
 DH5534.Click photographs - Photos may exist for this station.
 DH5534
 DH5534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5534
 DH5534.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5534
 DH5534.The ellipsoidal height was determined by GPS observations
 DH5534.and is referenced to NAD 83.
 DH5534
 DH5534.The dynamic height is computed by dividing the NAVD 88
 DH5534.geopotential number by the normal gravity value computed on the
 DH5534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5534.degrees latitude (g = 980.6199 gals.).
 DH5534
 DH5534.The modeled gravity was interpolated from observed gravity values.
 DH5534
 DH5534. The following values were computed from the NAD 83(2011) position.
 DH5534
 DH5534;                    North         East     Units Scale Factor Converg.
 DH5534;SPC WI C     -    48,998.808   642,703.545   MT  0.99999573   +0 22 38.7
 DH5534;SPC WI C     -   160,756.92  2,108,603.21   sFT  0.99999573   +0 22 38.7
 DH5534;UTM  16      - 4,905,153.492   303,268.710   MT  1.00007601   -1 43 17.0
 DH5534
 DH5534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5534!SPC WI C     -   0.99995238  x   0.99999573  =   0.99994811
 DH5534!UTM  16      -   0.99995238  x   1.00007601  =   1.00002838
 DH5534
 DH5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0326805153(NAD 83)
 DH5534
 DH5534                          SUPERSEDED SURVEY CONTROL
 DH5534
 DH5534  NAD 83(2007)-  44 16 22.90173(N)    089 27 54.40718(W) AD(2002.00) 0
 DH5534  ELLIP H (02/10/07)  303.780  (m)                       GP(2002.00)    
 DH5534  NAD 83(1997)-  44 16 22.90187(N)    089 27 54.40753(W) AD(       ) 1
 DH5534  ELLIP H (08/01/05)  303.780  (m)                       GP(       ) 2 1
 DH5534  NAVD 88             339.77   (m)         1114.7    (f) LEVELING    3  
 DH5534  NAVD 88 (04/20/07)  339.767  (m)         1114.72   (f) SUPERSEDED  2 1
 DH5534
 DH5534.Superseded values are not recommended for survey control.
 DH5534
 DH5534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5534.See file dsdata.pdf to determine how the superseded data were derived.
 DH5534
 DH5534_MARKER: DD = SURVEY DISK
 DH5534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5534_STAMPING: ALMOND W GPS 2004
 DH5534_MARK LOGO: WIDT
 DH5534_PROJECTION: FLUSH
 DH5534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5534+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5534
 DH5534  HISTORY     - Date     Condition        Report By
 DH5534  HISTORY     - 2003     MONUMENTED       WIDT
 DH5534  HISTORY     - 20051228 GOOD             WIDT
 DH5534
 DH5534                          STATION DESCRIPTION
 DH5534
 DH5534'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5534'OWNERSHIP--TOWNSHIP OF ALMOND.  TO REACH THE STATION FROM THE
 DH5534'JUNCTION OF COUNTY HIGHWAY D WITH COUNTY HIGHWAY BB ABOUT 3 MI WEST OF
 DH5534'THE VILLAGE OF  ALMOND, GO NORTH ON COUNTY HIGHWAY BB FOR 1.0 MI TO
 DH5534'2ND AVENUE, TURN LEFT AND WEST ON  2ND AVENUE FOR 0.15 MI TO THE
 DH5534'STATION ON THE RIGHT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT
 DH5534'OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP
 DH5534'OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M  BELOW THE ROAD PAVEMENT.
 DH5534'THE STATION IS 5.7 M NORTH OF THE CENTERLINE OF 2ND AVENUE,  55 M
 DH5534'EAST-NORTHEAST OF A POWERPOLE --21-9-30 4/53--, 30.1 M NORTHWEST OF A
 DH5534'POWERPOLE  --21-9-30 7/53--, 1.0 M SOUTH OF AN  ORANGE 4X4  PLASTIC
 DH5534'WITNESS POST, 1.0 M NORTHEAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST
 DH5534'AND 1.0 M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5534'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5534'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5534
 DH5534                          STATION RECOVERY (2005)
 DH5534
 DH5534'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5534'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0946 ***********************************************************************
 OM0946  DESIGNATION -  ALTO 2
 OM0946  PID         -  OM0946
 OM0946  STATE/COUNTY-  WI/FOND DU LAC
 OM0946  COUNTRY     -  US
 OM0946  USGS QUAD   -  BRANDON (2018)
 OM0946
 OM0946                         *CURRENT SURVEY CONTROL
 OM0946  ______________________________________________________________________
 OM0946* NAD 83(1991) POSITION- 43 40 10.87588(N) 088 51 55.17459(W)   NO CHECK
 OM0946* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 OM0946  ______________________________________________________________________
 OM0946  GEOID HEIGHT    -        -35.589 (meters)                     GEOID18
 OM0946  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 OM0946  HORZ ORDER      -  THIRD
 OM0946
 OM0946.The horizontal coordinates were established by classical geodetic methods
 OM0946.and adjusted by the National Geodetic Survey in November 1991.
 OM0946
 OM0946.No horizontal observational check was made to the station.
 OM0946
 OM0946.The orthometric height was scaled from a topographic map.
 OM0946
 OM0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0946.GEOID18 height accuracy estimate available here.
 OM0946
 OM0946.Click photographs - Photos may exist for this station.
 OM0946
 OM0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0946
 OM0946. The following values were computed from the NAD 83(1991) position.
 OM0946
 OM0946;                    North         East     Units Scale Factor Converg.
 OM0946;SPC WI S     -   186,110.353   691,503.242   MT  0.99994350   +0 46 46.7
 OM0946;SPC WI S     -   610,597.05  2,268,706.89   sFT  0.99994350   +0 46 46.7
 OM0946;UTM  16      - 4,836,877.420   349,620.661   MT  0.99987816   -1 17 17.7
 OM0946
 OM0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0946!SPC WI S     -   0.99995823  x   0.99994350  =   0.99990173
 OM0946!UTM  16      -   0.99995823  x   0.99987816  =   0.99983639
 OM0946
 OM0946:                Primary Azimuth Mark                     Grid Az
 OM0946:SPC WI S     -  ALTO 2 AZ MK                             197 00 58.2
 OM0946:UTM  16      -  ALTO 2 AZ MK                             199 05 02.6
 OM0946
 OM0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4962036877(NAD 83)
 OM0946
 OM0946|---------------------------------------------------------------------|
 OM0946| PID    Reference Object                     Distance      Geod. Az  |
 OM0946|                                                           dddmmss.s |
 OM0946| CI8905 ALTO 2 RM 3                           4.022 METERS 08217     |
 OM0946| CI8906 ALTO 2 RM 4                           5.209 METERS 18221     |
 OM0946| OM0948 ALTO 2 AZ MK                        APPROX. 0.8 KM 1974744.9 |
 OM0946| OM0947 ALTO                                  6.077 METERS 30940     |
 OM0946|---------------------------------------------------------------------|
 OM0946
 OM0946                          SUPERSEDED SURVEY CONTROL
 OM0946
 OM0946  NAD 83(1986)-  43 40 10.86914(N)    088 51 55.18026(W) AD(       ) 3
 OM0946  NAD 27      -  43 40 10.92840(N)    088 51 54.78670(W) AD(       ) 3
 OM0946
 OM0946.Superseded values are not recommended for survey control.
 OM0946
 OM0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0946.See file dsdata.pdf to determine how the superseded data were derived.
 OM0946
 OM0946_MARKER: DS = TRIANGULATION STATION DISK
 OM0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0946_STAMPING: ALTO 2 1967
 OM0946_MARK LOGO: CGS
 OM0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0946+STABILITY: SURFACE MOTION
 OM0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0946+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 OM0946
 OM0946  HISTORY     - Date     Condition        Report By
 OM0946  HISTORY     - 1967     MONUMENTED       CGS
 OM0946  HISTORY     - 19991211 GOOD             USPSQD
 OM0946  HISTORY     - 20030730 GOOD             USPSQD
 OM0946  HISTORY     - 20050514 GOOD             USPSQD
 OM0946
 OM0946                          STATION DESCRIPTION
 OM0946
 OM0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OM0946'THE STATION IS ABOUT 7 MILES NORTHWEST OF WAUPUN, 5 MILES
 OM0946'SOUTH OF FAIRWATER AND ON ROAD RIGHT-OF-WAY.  IT IS 48 FEET
 OM0946'EAST OF THE CENTERLINE OF COUNTY HIGHWAY E, 1 FOOT SOUTHWEST
 OM0946'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE AT
 OM0946'THE SOUTHWEST EDGE OF A CEMETERY.  THE MONUMENT PROJECTS
 OM0946'2 INCHES AND THE DISK IS STAMPED ALTO 2 1967.
 OM0946'
 OM0946'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 AND 44
 OM0946'AND COUNTY HIGHWAY E AT THE SOUTH EDGE OF FAIRWATER, GO SOUTH
 OM0946'ON HIGHWAY E FOR 2.25 MILES TO THE JUNCTION OF COUNTY HIGHWAY
 OM0946'AS.  TURN LEFT AND GO EAST ON HIGHWAY E FOR 0.45 MILE TO A
 OM0946'T ROAD INTERSECTION.  TURN RIGHT ON HIGHWAY E AND GO SOUTH
 OM0946'FOR 2.3 MILES TO THE STATION AND CEMETERY ON THE LEFT.
 OM0946'
 OM0946'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 OM0946'HIGHWAY FOR 0.55 MILE TO A PAVED CROSSROAD.  TURN RIGHT ON THE
 OM0946'PAVED ROAD AND GO WEST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 OM0946'RIGHT.
 OM0946'
 OM0946'REFERENCE MARK 3 IS 13 FEET EAST OF THE WITNESS POST AND 1 FOOT
 OM0946'NORTH OF THE CEMETERY FENCE.  THE MONUMENT IS FLUSH AND THE
 OM0946'DISK IS STAMPED ALTO 2 1967 NO 3.
 OM0946'
 OM0946'REFERENCE MARK 4 IS 48 FEET EAST OF THE CENTERLINE OF THE ROAD,
 OM0946'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT
 OM0946'IS FLUSH AND THE DISK IS STAMPED ALTO 2 NO 4 1967.
 OM0946'
 OM0946'THE AZIMUTH MARK IS 29 FEET NORTH OF THE CENTERLINE OF THE
 OM0946'PAVED ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND 1 FOOT
 OM0946'SOUTH OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 OM0946'IS STAMPED ALTO 2 AZ 2 1967.
 OM0946'
 OM0946'NOTE--THE UNDERGROUND MARK FOR STATION ALTO 1958 WAS LEFT INTACT.
 OM0946'TT 17 (USGS) WAS MOVED WEST OF ITS ORIGINAL POSITION 10.35 FEET
 OM0946'AND AFTER ROAD CONSTRUCTION IT MAY BE POSSIBLE TO CUT IT IN.
 OM0946'THE MARK IS OBSTRUCTED BY A ROAD BANK AT THIS TIME.
 OM0946
 OM0946                          STATION RECOVERY (1999)
 OM0946
 OM0946'RECOVERY NOTE BY US POWER SQUADRON 1999
 OM0946'RECOVERED IN GOOD CONDITION.
 OM0946
 OM0946                          STATION RECOVERY (2003)
 OM0946
 OM0946'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0946'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE STATION
 OM0946'AND REFERENCE MARKS ARE LOCATED IN A CLUMP OF TREES AND BRUSH SOUTH OF
 OM0946'THE CEMETARY AND NORTH OF A CULTIVATED FIELD ON THE EAST SIDE OF
 OM0946'MARSHVIEW ROAD.
 OM0946'THE STATION IS ABOUT 138 FEET NORTH OF THE EXTENDED CENTERLINE OF THE
 OM0946'DRIVEWAY TO -N3490-, ABOUT 21 FEET SOUTH OF THE MAINTAINED CEMETARY
 OM0946'PROPERTY, ABOUT 40 FEET NORTH OF A CULTIVATED FIELD, 2 FEET WEST OF A
 OM0946'YELLOW METAL R/W POST, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 OM0946'NOTE-- NO FENCE WAS FOUND.
 OM0946'REFERENCE MARK 3 IS POSITIONED AS DESCRIBED IN 1967.  IT PROJECTS 3
 OM0946'INCHES ABOVE THE GROUND.
 OM0946'REFERENCE MARK 4 IS 21 FEET SOUTH OF THE STATION.  ITS WHITE METAL
 OM0946'WITNESS POST IS DOWN AND ALMOST DESTROYED WITH BULLET HOLES.
 OM0946'THE AZIMUTH AS DESCRIBED IN 1967 IS ON THE NORTH SIDE OF LAKE MARIE
 OM0946'ROAD.  IT WAS NOT FOUND AS THE WITNESS POST IS MISSING AND THERE ARE
 OM0946'NO OTHER REFERENCE POINTS PROVIDED.
 OM0946
 OM0946                          STATION RECOVERY (2005)
 OM0946
 OM0946'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLB)
 OM0946'THE STATION, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE RECOVERED IN
 OM0946'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0948 ***********************************************************************
 OM0948  DESIGNATION -  ALTO 2 AZ MK
 OM0948  PID         -  OM0948
 OM0948  STATE/COUNTY-  WI/FOND DU LAC
 OM0948  COUNTRY     -  US
 OM0948  USGS QUAD   -  BRANDON (2018)
 OM0948
 OM0948                         *CURRENT SURVEY CONTROL
 OM0948  ______________________________________________________________________
 OM0948* NAD 83(1991) POSITION- 43 39 45.28858(N) 088 52 06.48783(W)   ADJUSTED
 OM0948* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 OM0948  ______________________________________________________________________
 OM0948  GEOID HEIGHT    -        -35.575 (meters)                     GEOID18
 OM0948  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 OM0948
 OM0948.The horizontal coordinates were established by classical geodetic methods
 OM0948.and adjusted by the National Geodetic Survey in November 1991.
 OM0948
 OM0948.The horizontal coordinates are considered weak due to poor geometry
 OM0948.of the observations.
 OM0948
 OM0948.The orthometric height was scaled from a topographic map.
 OM0948
 OM0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0948.GEOID18 height accuracy estimate available here.
 OM0948
 OM0948.Click photographs - Photos may exist for this station.
 OM0948
 OM0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0948
 OM0948. The following values were computed from the NAD 83(1991) position.
 OM0948
 OM0948;                    North         East     Units Scale Factor Converg.
 OM0948;SPC WI S     -   185,317.334   691,260.547   MT  0.99994293   +0 46 38.9
 OM0948;SPC WI S     -   607,995.29  2,267,910.64   sFT  0.99994293   +0 46 38.9
 OM0948;UTM  16      - 4,836,093.724   349,349.528   MT  0.99987916   -1 17 24.9
 OM0948
 OM0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0948!SPC WI S     -   0.99995823  x   0.99994293  =   0.99990116
 OM0948!UTM  16      -   0.99995823  x   0.99987916  =   0.99983739
 OM0948
 OM0948:                Primary Azimuth Mark                     Grid Az
 OM0948:SPC WI S     -  ALTO 2                                   017 00 58.2
 OM0948:UTM  16      -  ALTO 2                                   019 05 02.0
 OM0948
 OM0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4934936093(NAD 83)
 OM0948
 OM0948|---------------------------------------------------------------------|
 OM0948| PID    Reference Object                     Distance      Geod. Az  |
 OM0948|                                                           dddmmss.s |
 OM0948| OM0946 ALTO 2                              APPROX. 0.8 KM 0174737.1 |
 OM0948|---------------------------------------------------------------------|
 OM0948
 OM0948                          SUPERSEDED SURVEY CONTROL
 OM0948
 OM0948  NAD 83(1986)-  43 39 45.28203(N)    088 52 06.49344(W) AD(       ) W
 OM0948  NAD 27      -  43 39 45.34130(N)    088 52 06.09964(W) AD(       ) W
 OM0948
 OM0948.Superseded values are not recommended for survey control.
 OM0948
 OM0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0948.See file dsdata.pdf to determine how the superseded data were derived.
 OM0948
 OM0948_MARKER: DZ = AZIMUTH MARK DISK
 OM0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0948_STAMPING: ALTO 2 1967
 OM0948_MARK LOGO: CGS
 OM0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0948+STABILITY: SURFACE MOTION
 OM0948
 OM0948  HISTORY     - Date     Condition        Report By
 OM0948  HISTORY     - 1967     MONUMENTED       CGS
 OM0948
 OM0948                          STATION DESCRIPTION
 OM0948
 OM0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OM0948'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF FOX
 OM0948'LAKE, 6.8 MI (10.9 KM) EAST-SOUTHEAST OF MARKESAN AND 6.7 MI (10.8 KM)
 OM0948'SOUTHWEST OF BRANDON.
 OM0948'
 OM0948'THE AZIMUTH MARK IS 29 FT (8.8 M) NORTH OF THE CENTERLINE OF THE PAVED
 OM0948'ROAD, 1 FT (0.3 M) WEST OF A METAL WITNESS POST AND 1 FT (0.3 M) SOUTH
 OM0948'OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES (5 CM).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5604 ***********************************************************************
 DH5604  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5604  DESIGNATION -  ALTO N GPS
 DH5604  PID         -  DH5604
 DH5604  STATE/COUNTY-  WI/FOND DU LAC
 DH5604  COUNTRY     -  US
 DH5604  USGS QUAD   -  BRANDON (2018)
 DH5604
 DH5604                         *CURRENT SURVEY CONTROL
 DH5604  ______________________________________________________________________
 DH5604* NAD 83(2011) POSITION- 43 42 20.54305(N) 088 50 24.82721(W)   ADJUSTED
 DH5604* NAD 83(2011) ELLIP HT-   264.239 (meters)        (06/27/12)   ADJUSTED
 DH5604* NAD 83(2011) EPOCH   -  2010.00
 DH5604* NAVD 88 ORTHO HEIGHT -   299.91  (meters)      984.0   (feet) GPS OBS
 DH5604  ______________________________________________________________________
 DH5604  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5604  GEOID HEIGHT    -        -35.666 (meters)                     GEOID12A
 DH5604  GEOID HEIGHT    -        -35.666 (meters)                     GEOID18
 DH5604  NAD 83(2011) X  -     93,476.794 (meters)                     COMP
 DH5604  NAD 83(2011) Y  - -4,617,375.243 (meters)                     COMP
 DH5604  NAD 83(2011) Z  -  4,384,694.427 (meters)                     COMP
 DH5604  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 DH5604
 DH5604  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5604  Standards:
 DH5604         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5604            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5604  -------------------------------------------------------------------
 DH5604  NETWORK    0.18   0.29           0.08   0.07   0.15      0.03149589
 DH5604  -------------------------------------------------------------------
 DH5604  Click here for local accuracies and other accuracy information.
 DH5604
 DH5604.The horizontal coordinates were established by GPS observations
 DH5604.and adjusted by the National Geodetic Survey in June 2012.
 DH5604
 DH5604.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5604.been affixed to the stable North American tectonic plate. See 
 DH5604.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5604
 DH5604.The horizontal coordinates are valid at the epoch date displayed above
 DH5604.which is a decimal equivalence of Year/Month/Day.
 DH5604
 DH5604.The orthometric height was determined by GPS observations and a
 DH5604.high-resolution geoid model using precise GPS observation and
 DH5604.processing techniques.
 DH5604
 DH5604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5604.GEOID18 height accuracy estimate available here.
 DH5604
 DH5604.Click photographs - Photos may exist for this station.
 DH5604
 DH5604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5604
 DH5604.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5604
 DH5604.The ellipsoidal height was determined by GPS observations
 DH5604.and is referenced to NAD 83.
 DH5604
 DH5604. The following values were computed from the NAD 83(2011) position.
 DH5604
 DH5604;                    North         East     Units Scale Factor Converg.
 DH5604;SPC WI S     -   190,139.484   693,471.310   MT  0.99994664   +0 47 48.8
 DH5604;SPC WI S     -   623,815.96  2,275,163.79   sFT  0.99994664   +0 47 48.8
 DH5604;UTM  16      - 4,840,832.618   351,732.709   MT  0.99987040   -1 16 18.3
 DH5604
 DH5604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5604!SPC WI S     -   0.99995857  x   0.99994664  =   0.99990521
 DH5604!UTM  16      -   0.99995857  x   0.99987040  =   0.99982897
 DH5604
 DH5604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5173240832(NAD 83)
 DH5604
 DH5604                          SUPERSEDED SURVEY CONTROL
 DH5604
 DH5604  NAD 83(2007)-  43 42 20.54309(N)    088 50 24.82803(W) AD(2002.00) 0
 DH5604  ELLIP H (02/10/07)  264.275  (m)                       GP(2002.00)    
 DH5604  NAD 83(1997)-  43 42 20.54320(N)    088 50 24.82828(W) AD(       ) 1
 DH5604  ELLIP H (08/01/05)  264.281  (m)                       GP(       ) 2 1
 DH5604  NAVD 88 (07/26/07)  299.90   (m)  GEOID03  model used  GPS OBS        
 DH5604
 DH5604.Superseded values are not recommended for survey control.
 DH5604
 DH5604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5604.See file dsdata.pdf to determine how the superseded data were derived.
 DH5604
 DH5604_MARKER: DD = SURVEY DISK
 DH5604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5604_STAMPING: ALTO N GPS 1993
 DH5604_MARK LOGO: WI-039
 DH5604_PROJECTION: FLUSH
 DH5604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5604+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DH5604
 DH5604  HISTORY     - Date     Condition        Report By
 DH5604  HISTORY     - 1992     MONUMENTED       WI-039
 DH5604  HISTORY     - 20030818 GOOD             WIDT
 DH5604  HISTORY     - 20071115 GOOD             WIDT
 DH5604  HISTORY     - 20080603 GOOD             WIDT
 DH5604
 DH5604                          STATION DESCRIPTION
 DH5604
 DH5604'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5604'OWNERSHIP--TOWN OF ALTO.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5604'STATE HIGHWAY  49 WITH COUNTY HIGHWAY TC ABOUT 1 MI SOUTHEAST OF THE
 DH5604'VILLAGE OF BRANDON, GO SOUTH ON  STATE HIGHWAY 49 FOR 0.5 MI TO LINER
 DH5604'ROAD, TURN RIGHT AND GO WEST ON LINER ROAD FOR 2.5  MI TO OAK GROVE
 DH5604'ROAD, TURN LEFT AND GO SOUTH ON OAK GROVE ROAD FOR 1.0 MI TO OAK MOUND
 DH5604'ROAD, TURN LEFT AND GO WEST ON OAK MOUND ROAD FOR 0.75 MI TO THE
 DH5604'STATION ON THE RIGHT.   THE STATION IS A BRONZE FOND DU LAC COUNTY
 DH5604'GEODETIC CONTROL MARKER DISK SET IN THE TOP  OF A 45-CM DIAMETER
 DH5604'CONCRETE POST ABOUT 1 M ABOVE THE ROAD PAVEMENT.  THE STATION IS  11.1
 DH5604'M NORTH OF CENTERLINE OF OAK MOUND ROAD, 0.75 MI WEST OF OAK GROVE
 DH5604'ROAD, 0.25 MI  EAST OF RADIO ROAD AND 0.7 M SOUTH OF A WHITE PLASTIC
 DH5604'WITNESS POST.  ---NOTE---THIS STATION  HAS NO VISIBLE OBSTRUCTIONS
 DH5604'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH5604
 DH5604                          STATION RECOVERY (2007)
 DH5604
 DH5604'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5604'RECOVERED IN GOOD CONDITION.  NOTE-- IN THE 2003 DESCRIPTION, FROM OAK
 DH5604'GROVE ROAD TURN RIGHT (NOT LEFT) ON OAK MOUND ROAD AND GO WEST ON OAK
 DH5604'MOUND ROAD FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 DH5604
 DH5604                          STATION RECOVERY (2008)
 DH5604
 DH5604'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DH5604'RECOVERED IN GOOD CONDITION.  INSTALLED TWO ORANGE PLASTIC GUARD
 DH5604'POSTS.  THE STATION IS 1.0 M EAST AND 1.0 M WEST OF TWO 4X4 ORANGE
 DH5604'PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5603 ***********************************************************************
 DH5603  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5603  DESIGNATION -  ALTO S GPS
 DH5603  PID         -  DH5603
 DH5603  STATE/COUNTY-  WI/FOND DU LAC
 DH5603  COUNTRY     -  US
 DH5603  USGS QUAD   -  BRANDON (2018)
 DH5603
 DH5603                         *CURRENT SURVEY CONTROL
 DH5603  ______________________________________________________________________
 DH5603* NAD 83(2011) POSITION- 43 38 45.90846(N) 088 49 31.20365(W)   ADJUSTED
 DH5603* NAD 83(2011) ELLIP HT-   247.911 (meters)        (06/27/12)   ADJUSTED
 DH5603* NAD 83(2011) EPOCH   -  2010.00
 DH5603* NAVD 88 ORTHO HEIGHT -   283.47  (meters)      930.0   (feet) GPS OBS
 DH5603  ______________________________________________________________________
 DH5603  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5603  GEOID HEIGHT    -        -35.556 (meters)                     GEOID12A
 DH5603  GEOID HEIGHT    -        -35.554 (meters)                     GEOID18
 DH5603  NAD 83(2011) X  -     94,770.732 (meters)                     COMP
 DH5603  NAD 83(2011) Y  - -4,621,912.739 (meters)                     COMP
 DH5603  NAD 83(2011) Z  -  4,379,891.945 (meters)                     COMP
 DH5603  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 DH5603
 DH5603  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5603  Standards:
 DH5603         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5603            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5603  -------------------------------------------------------------------
 DH5603  NETWORK    0.28   0.41           0.13   0.09   0.21      0.04354910
 DH5603  -------------------------------------------------------------------
 DH5603  Click here for local accuracies and other accuracy information.
 DH5603
 DH5603.The horizontal coordinates were established by GPS observations
 DH5603.and adjusted by the National Geodetic Survey in June 2012.
 DH5603
 DH5603.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5603.been affixed to the stable North American tectonic plate. See 
 DH5603.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5603
 DH5603.The horizontal coordinates are valid at the epoch date displayed above
 DH5603.which is a decimal equivalence of Year/Month/Day.
 DH5603
 DH5603.The orthometric height was determined by GPS observations and a
 DH5603.high-resolution geoid model using precise GPS observation and
 DH5603.processing techniques.
 DH5603
 DH5603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5603.GEOID18 height accuracy estimate available here.
 DH5603
 DH5603.Click photographs - Photos may exist for this station.
 DH5603
 DH5603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5603
 DH5603.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5603
 DH5603.The ellipsoidal height was determined by GPS observations
 DH5603.and is referenced to NAD 83.
 DH5603
 DH5603. The following values were computed from the NAD 83(2011) position.
 DH5603
 DH5603;                    North         East     Units Scale Factor Converg.
 DH5603;SPC WI S     -   183,533.101   694,765.030   MT  0.99994166   +0 48 25.6
 DH5603;SPC WI S     -   602,141.52  2,279,408.27   sFT  0.99994166   +0 48 25.6
 DH5603;UTM  16      - 4,834,184.357   352,787.122   MT  0.99986657   -1 15 36.3
 DH5603
 DH5603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5603!SPC WI S     -   0.99996113  x   0.99994166  =   0.99990279
 DH5603!UTM  16      -   0.99996113  x   0.99986657  =   0.99982770
 DH5603
 DH5603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5278734184(NAD 83)
 DH5603
 DH5603                          SUPERSEDED SURVEY CONTROL
 DH5603
 DH5603  NAD 83(2007)-  43 38 45.90850(N)    088 49 31.20449(W) AD(2002.00) 0
 DH5603  ELLIP H (02/10/07)  247.946  (m)                       GP(2002.00)    
 DH5603  NAD 83(1997)-  43 38 45.90858(N)    088 49 31.20472(W) AD(       ) 1
 DH5603  ELLIP H (08/01/05)  247.952  (m)                       GP(       ) 2 1
 DH5603  NAVD 88 (07/26/07)  283.45   (m)  GEOID03  model used  GPS OBS        
 DH5603
 DH5603.Superseded values are not recommended for survey control.
 DH5603
 DH5603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5603.See file dsdata.pdf to determine how the superseded data were derived.
 DH5603
 DH5603_MARKER: DD = SURVEY DISK
 DH5603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5603_STAMPING: ALTO S GPS 1993
 DH5603_MARK LOGO: WIDT
 DH5603_PROJECTION: FLUSH
 DH5603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5603+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 DH5603
 DH5603  HISTORY     - Date     Condition        Report By
 DH5603  HISTORY     - 1992     MONUMENTED       WI-039
 DH5603  HISTORY     - 20030818 GOOD             WIDT
 DH5603  HISTORY     - 20071115 GOOD             WIDT
 DH5603  HISTORY     - 20080603 GOOD             WIDT
 DH5603
 DH5603                          STATION DESCRIPTION
 DH5603
 DH5603'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5603'OWNERSHIP--TOWN OF ALTO.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5603'STATE HIGHWAY 68  WITH COUNTY HIGHWAY W ABOUT 5 MI SOUTHWEST OF THE
 DH5603'CITY OF WAUPUN, GO NORTH ON  COUNTY HIGHWAY W FOR 2.3 MI TO COUNTY
 DH5603'HIGHWAY AW, CONTINUE NORTH ON MARSHVIEW ROAD  FOR 0.9 MI TO THE
 DH5603'STATION ON THE RIGHT.  ---NOTE---COUNTY HIGHWAY W TURNS TO MARSHVIEW
 DH5603'ROAD AT THE COUNTY BORDER.  THE STATION IS A BRONZE FOND DU LAC COUNTY
 DH5603'GEODETIC  CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 DH5603'CONCRETE POST ABOUT LEVEL WITH  THE ROAD PAVEMENT.  THE STATION IS
 DH5603'17.8 M EAST OF THE CENTERLINE OF MARSHFIELD ROAD, 0.05  MI EAST OF
 DH5603'PRIVATE ENTRANCE --W 13507--, 20.4 M NORTH-NORTHWEST OF A WOOD POST
 DH5603'FOR A  --LEFT CURVE-- SIGN, AND 12.4 M NORTH-NORTHWEST OF A --PUBLIC
 DH5603'LAND-- SIGN.  ---NOTE2---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5603'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH5603
 DH5603                          STATION RECOVERY (2007)
 DH5603
 DH5603'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5603'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.31 MILE EAST OF
 DH5603'PRIVATE ENTRANCE --W13420-- AND 0.7 M NORTH OF A WHITE PLASTIC WITNESS
 DH5603'POST.  ---NOTE--- THE STATION IS 0.52 MILE (NOT 0.05 MILE) EAST OF
 DH5603'PRIVATE ENTRANCE --W13507--.
 DH5603
 DH5603                          STATION RECOVERY (2008)
 DH5603
 DH5603'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DH5603'RECOVERED IN GOOD CONDITION.  INSTALLED THREE ORANGE PLASTIC GUARD
 DH5603'POSTS.  THE STATION IS 1.0 M EAST, 1.0 M NORTHWEST, AND 1.0 M
 DH5603'SOUTHWEST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5204 ***********************************************************************
 DK5204  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5204  DESIGNATION -  ALTOONA GPS
 DK5204  PID         -  DK5204
 DK5204  STATE/COUNTY-  WI/EAU CLAIRE
 DK5204  COUNTRY     -  US
 DK5204  USGS QUAD   -  EAU CLAIRE EAST (2018)
 DK5204
 DK5204                         *CURRENT SURVEY CONTROL
 DK5204  ______________________________________________________________________
 DK5204* NAD 83(2011) POSITION- 44 47 37.42548(N) 091 25 33.63820(W)   ADJUSTED
 DK5204* NAD 83(2011) ELLIP HT-   246.354 (meters)        (06/27/12)   ADJUSTED
 DK5204* NAD 83(2011) EPOCH   -  2010.00
 DK5204* NAVD 88 ORTHO HEIGHT -   277.36  (meters)      910.0   (feet) GPS OBS
 DK5204  ______________________________________________________________________
 DK5204  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5204  GEOID HEIGHT    -        -31.009 (meters)                     GEOID12A
 DK5204  GEOID HEIGHT    -        -31.014 (meters)                     GEOID18
 DK5204  NAD 83(2011) X  -   -112,831.814 (meters)                     COMP
 DK5204  NAD 83(2011) Y  - -4,532,541.185 (meters)                     COMP
 DK5204  NAD 83(2011) Z  -  4,471,283.960 (meters)                     COMP
 DK5204  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 DK5204
 DK5204  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5204  Standards:
 DK5204         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5204            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5204  -------------------------------------------------------------------
 DK5204  NETWORK    0.40   0.35           0.18   0.14   0.18      0.06034561
 DK5204  -------------------------------------------------------------------
 DK5204  Click here for local accuracies and other accuracy information.
 DK5204
 DK5204.The horizontal coordinates were established by GPS observations
 DK5204.and adjusted by the National Geodetic Survey in June 2012.
 DK5204
 DK5204.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5204.been affixed to the stable North American tectonic plate. See 
 DK5204.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5204
 DK5204.The horizontal coordinates are valid at the epoch date displayed above
 DK5204.which is a decimal equivalence of Year/Month/Day.
 DK5204
 DK5204.The orthometric height was determined by GPS observations and a
 DK5204.high-resolution geoid model using precise GPS observation and
 DK5204.processing techniques.
 DK5204
 DK5204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5204.GEOID18 height accuracy estimate available here.
 DK5204
 DK5204.Click photographs - Photos may exist for this station.
 DK5204
 DK5204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5204
 DK5204.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5204
 DK5204.The ellipsoidal height was determined by GPS observations
 DK5204.and is referenced to NAD 83.
 DK5204
 DK5204. The following values were computed from the NAD 83(2011) position.
 DK5204
 DK5204;                    North         East     Units Scale Factor Converg.
 DK5204;SPC WI C     -   107,708.336   487,173.261   MT  0.99994174   -1 00 22.2
 DK5204;SPC WI C     -   353,373.10  1,598,334.27   sFT  0.99994174   -1 00 22.2
 DK5204;UTM  15      - 4,961,241.751   624,498.876   MT  0.99979060   +1 06 32.8
 DK5204
 DK5204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5204!SPC WI C     -   0.99996138  x   0.99994174  =   0.99990312
 DK5204!UTM  15      -   0.99996138  x   0.99979060  =   0.99975198
 DK5204
 DK5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2449861241(NAD 83)
 DK5204
 DK5204                          SUPERSEDED SURVEY CONTROL
 DK5204
 DK5204  ELLIP H (01/19/10)  246.384  (m)                       GP(       ) 3 1
 DK5204  NAD 83(2007)-  44 47 37.42561(N)    091 25 33.63890(W) AD(2002.00) 1
 DK5204  ELLIP H (07/29/08)  246.372  (m)                       GP(2002.00) 3 1
 DK5204  NAVD 88 (07/29/08)  277.36   (m)  GEOID03  model used  GPS OBS        
 DK5204
 DK5204.Superseded values are not recommended for survey control.
 DK5204
 DK5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5204.See file dsdata.pdf to determine how the superseded data were derived.
 DK5204
 DK5204_MARKER: DD = SURVEY DISK
 DK5204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5204_STAMPING: ALTOONA GPS 1992
 DK5204_MARK LOGO: WI-035
 DK5204_PROJECTION: FLUSH
 DK5204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5204+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2011
 DK5204
 DK5204  HISTORY     - Date     Condition        Report By
 DK5204  HISTORY     - 1992     MONUMENTED       WI-035
 DK5204  HISTORY     - 20061115 GOOD             WIDT
 DK5204  HISTORY     - 20100919 GOOD             GEOCAC
 DK5204  HISTORY     - 20111202 GOOD             WIDT
 DK5204
 DK5204                          STATION DESCRIPTION
 DK5204
 DK5204'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5204'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY
 DK5204'HIGHWAY A (THIRD STREET) IN THE CITY OF ALTOONA, GO EAST ON US HIGHWAY
 DK5204'12 FOR 0.2 MI (0.3 KM) TO NOTTINGHAM WAY, TURN LEFT AND GO NORTH ON
 DK5204'NOTTINGHAM WAY FOR 0.05 MI (0.1 KM) TO NORTH HILLCREST PARKWAY, TURN
 DK5204'RIGHT AND GO EAST ON NORTH HILLCREST PARKWAY FOR 0.25 MI (0.4 KM) TO
 DK5204'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE EAU CLAIRE COUNTY
 DK5204'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 30-CM (12 INCH)
 DK5204'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DK5204'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 19.8 M (65.0 FT) NORTH OF
 DK5204'THE CENTERLINE OF WESTBOUND US HIGHWAY 12, 27.2 M (89.2 FT) SOUTHWEST
 DK5204'OF A RED FIRE HYDRANT, 19.2 M (63.0 FT) EAST-SOUTHEAST OF A WOOD POST
 DK5204'FOR A --DEAD END-- SIGN, 6.7 M (22.0 FT) SOUTH OF THE CENTERLINE OF
 DK5204'NORTH HILLCREST PARKWAY, AND 1.0 M (3.3 FT) NORTH-NORTHEAST,
 DK5204'EAST-SOUTHEAST, AND WEST-NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DK5204'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DK5204'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5204
 DK5204                          STATION RECOVERY (2010)
 DK5204
 DK5204'RECOVERY NOTE BY GEOCACHING 2010 (DMC)
 DK5204'RECOVERED IN GOOD CONDITION.
 DK5204
 DK5204                          STATION RECOVERY (2011)
 DK5204
 DK5204'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DK5204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0656 ***********************************************************************
 PO0656  DESIGNATION -  ALTOONA MUNICIPAL TANK
 PO0656  PID         -  PO0656
 PO0656  STATE/COUNTY-  WI/EAU CLAIRE
 PO0656  COUNTRY     -  US
 PO0656  USGS QUAD   -  EAU CLAIRE EAST (2018)
 PO0656
 PO0656                         *CURRENT SURVEY CONTROL
 PO0656  ______________________________________________________________________
 PO0656* NAD 83(1996) POSITION- 44 48 04.59905(N) 091 26 06.11109(W)   ADJUSTED
 PO0656  ______________________________________________________________________
 PO0656  GEOID HEIGHT    -        -31.000 (meters)                     GEOID18
 PO0656  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 PO0656  HORZ ORDER      -  THIRD
 PO0656
 PO0656.The horizontal coordinates were established by classical geodetic methods
 PO0656.and adjusted by the National Geodetic Survey in March 1999.
 PO0656
 PO0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0656.GEOID18 height accuracy estimate available here.
 PO0656
 PO0656.Click photographs - Photos may exist for this station.
 PO0656
 PO0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0656
 PO0656. The following values were computed from the NAD 83(1996) position.
 PO0656
 PO0656;                    North         East     Units Scale Factor Converg.
 PO0656;SPC WI C     -   108,559.545   486,474.470   MT  0.99994156   -1 00 45.1
 PO0656;SPC WI C     -   356,165.77  1,596,041.66   sFT  0.99994156   -1 00 45.1
 PO0656;UTM  15      - 4,962,066.462   623,769.253   MT  0.99978837   +1 06 10.4
 PO0656
 PO0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2376962066(NAD 83)
 PO0656
 PO0656                          SUPERSEDED SURVEY CONTROL
 PO0656
 PO0656  NAD 83(1991)-  44 48 04.59914(N)    091 26 06.11112(W) AD(       ) 3
 PO0656  NAD 83(1986)-  44 48 04.59453(N)    091 26 06.12910(W) AD(       ) 3
 PO0656  NAD 27      -  44 48 04.74100(N)    091 26 05.55400(W) AD(       ) 3
 PO0656
 PO0656.Superseded values are not recommended for survey control.
 PO0656
 PO0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0656.See file dsdata.pdf to determine how the superseded data were derived.
 PO0656
 PO0656_MARKER: 53 = ELEVATED TANK
 PO0656
 PO0656  HISTORY     - Date     Condition        Report By
 PO0656  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0656
 PO0656                          STATION DESCRIPTION
 PO0656
 PO0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0656'THIS STATION IS THE CENTER OF THE ALTOONA MUNICIPAL WATER
 PO0656'TANK.  IT IS A LOW SQUAT BLACK STEEL TANK WITH ROUND BOTTOM
 PO0656'AND CONICAL TOP AND HAS A BALL AT THE CENTER OF THE TOP.
 PO0656'IT IS ONLY ABOUT 50 FEET HIGH BUT IS ON TOP OF A RIDGE AND
 PO0656'IS VISIBLE FROM THE IMMEDIATELY SURROUNDING COUNTRY.
 PO0656'
 PO0656'THE TANK IS ON THE RIDGE IN THE SOUTH EDGE OF TOWN, ABOUT
 PO0656'1/4 MILE SOUTH OF THE CHICAGO, MINNEAPOLIS, ST. PAUL AND OMAHA
 PO0656'RAILWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8633 ***********************************************************************
 DP8633  DESIGNATION -  ALVIN E GPS
 DP8633  PID         -  DP8633
 DP8633  STATE/COUNTY-  WI/FOREST
 DP8633  COUNTRY     -  US
 DP8633  USGS QUAD   -  TIPLER (2018)
 DP8633
 DP8633                         *CURRENT SURVEY CONTROL
 DP8633  ______________________________________________________________________
 DP8633* NAD 83(2011) POSITION- 45 58 05.87878(N) 088 42 32.64053(W)   ADJUSTED
 DP8633* NAD 83(2011) ELLIP HT-   441.715 (meters)        (04/14/17)   ADJUSTED
 DP8633* NAD 83(2011) EPOCH   -  2010.00
 DP8633* NAVD 88 ORTHO HEIGHT -   474.159 (meters)     1555.64  (feet) ADJUSTED
 DP8633  ______________________________________________________________________
 DP8633  GEOID HEIGHT    -        -32.435 (meters)                     GEOID18
 DP8633  NAD 83(2011) X  -    100,055.487 (meters)                     COMP
 DP8633  NAD 83(2011) Y  - -4,440,033.832 (meters)                     COMP
 DP8633  NAD 83(2011) Z  -  4,563,116.767 (meters)                     COMP
 DP8633  LAPLACE CORR    -         -6.47  (seconds)                    DEFLEC18
 DP8633  DYNAMIC HEIGHT  -        474.153 (meters)     1555.62  (feet) COMP
 DP8633  MODELED GRAVITY -    980,586.8   (mgal)                       NAVD 88
 DP8633
 DP8633  VERT ORDER      -  SECOND    CLASS I
 DP8633
 DP8633  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8633  Standards:
 DP8633         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8633            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8633  -------------------------------------------------------------------
 DP8633  NETWORK    0.67   0.67           0.30   0.24   0.34      0.09238255
 DP8633  -------------------------------------------------------------------
 DP8633  Click here for local accuracies and other accuracy information.
 DP8633
 DP8633.The horizontal coordinates were established by GPS observations
 DP8633.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8633
 DP8633.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8633.been affixed to the stable North American tectonic plate. See 
 DP8633.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8633
 DP8633.The horizontal coordinates are valid at the epoch date displayed above
 DP8633.which is a decimal equivalence of Year/Month/Day.
 DP8633
 DP8633.The orthometric height was determined by differential leveling and
 DP8633.adjusted by the NATIONAL GEODETIC SURVEY
 DP8633.in February 2017.
 DP8633
 DP8633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8633.GEOID18 height accuracy estimate available here.
 DP8633
 DP8633.Click photographs - Photos may exist for this station.
 DP8633
 DP8633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8633
 DP8633.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8633
 DP8633.The ellipsoidal height was determined by GPS observations
 DP8633.and is referenced to NAD 83.
 DP8633
 DP8633.The dynamic height is computed by dividing the NAVD 88
 DP8633.geopotential number by the normal gravity value computed on the
 DP8633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8633.degrees latitude (g = 980.6199 gals.).
 DP8633
 DP8633.The modeled gravity was interpolated from observed gravity values.
 DP8633
 DP8633. The following values were computed from the NAD 83(2011) position.
 DP8633
 DP8633;                    North         East     Units Scale Factor Converg.
 DP8633;SPC WI N     -    89,909.560   700,047.766   MT  0.99995138   +0 55 52.5
 DP8633;SPC WI N     -   294,978.28  2,296,740.05   sFT  0.99995138   +0 55 52.5
 DP8633;UTM  16      - 5,091,945.412   367,588.083   MT  0.99981554   -1 13 44.1
 DP8633
 DP8633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8633!SPC WI N     -   0.99993076  x   0.99995138  =   0.99988214
 DP8633!UTM  16      -   0.99993076  x   0.99981554  =   0.99974631
 DP8633
 DP8633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6758891945(NAD 83)
 DP8633
 DP8633                          SUPERSEDED SURVEY CONTROL
 DP8633
 DP8633.No superseded survey control is available for this station.
 DP8633
 DP8633_MARKER: DD = SURVEY DISK
 DP8633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8633_STAMPING: ALVIN E GPS 2012
 DP8633_MARK LOGO: WIDT
 DP8633_PROJECTION: PROJECTING 2 CENTIMETERS
 DP8633_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8633+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2014
 DP8633
 DP8633  HISTORY     - Date     Condition        Report By
 DP8633  HISTORY     - 2012     MONUMENTED       WIDT
 DP8633  HISTORY     - 20140820 GOOD             WIDT
 DP8633
 DP8633                          STATION DESCRIPTION
 DP8633
 DP8633'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8633'THE STATION IS APPROXIMATELY 25.7 MI (41.4 KM) EAST-NORTHEAST OF EAGLE
 DP8633'RIVER, 9.1 MI (14.6 KM) SOUTHWEST OF IRON RIVER AND 4.7 MI (7.6 KM)
 DP8633'NORTHWEST OF TIPLER.
 DP8633'
 DP8633'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 139 WITH STATE
 DP8633'HIGHWAY 70 WEST LOCATED ABOUT 3 MI (4.8 KM) NORTH-NORTHWEST OF THE
 DP8633'COMMUNITY OF TIPLER, GO WEST ON STATE HIGHWAY 70 FOR 2.2 MI (3.5 KM)
 DP8633'TO FUHRMAN ROAD ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 70 0.2 MI
 DP8633'(0.3 KM) TO THE STATION ON THE RIGHT.
 DP8633'
 DP8633'THE STATION IS 19.4 M (63.6 FT) NORTH OF THE CENTERLINE OF STATE
 DP8633'HIGHWAY 70, 32.5 M (106.6 FT) SOUTHWEST OF A STEEL RIGHT-OF-WAY POST,
 DP8633'15.2 M (49.9 FT) WEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY -5595-
 DP8633'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC
 DP8633'4X4 GUARD POSTS.
 DP8633'
 DP8633'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8633'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8633'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8633'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8633'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8722 ***********************************************************************
 DP8722  DESIGNATION -  ALVIN S GPS
 DP8722  PID         -  DP8722
 DP8722  STATE/COUNTY-  WI/FOREST
 DP8722  COUNTRY     -  US
 DP8722  USGS QUAD   -  ALVIN (2018)
 DP8722
 DP8722                         *CURRENT SURVEY CONTROL
 DP8722  ______________________________________________________________________
 DP8722* NAD 83(2011) POSITION- 45 56 05.17384(N) 088 49 22.36059(W)   ADJUSTED
 DP8722* NAD 83(2011) ELLIP HT-   472.197 (meters)        (04/14/17)   ADJUSTED
 DP8722* NAD 83(2011) EPOCH   -  2010.00
 DP8722* NAVD 88 ORTHO HEIGHT -   504.480 (meters)     1655.11  (feet) ADJUSTED
 DP8722  ______________________________________________________________________
 DP8722  GEOID HEIGHT    -        -32.279 (meters)                     GEOID18
 DP8722  NAD 83(2011) X  -     91,291.173 (meters)                     COMP
 DP8722  NAD 83(2011) Y  - -4,442,923.265 (meters)                     COMP
 DP8722  NAD 83(2011) Z  -  4,560,547.386 (meters)                     COMP
 DP8722  LAPLACE CORR    -         -7.89  (seconds)                    DEFLEC18
 DP8722  DYNAMIC HEIGHT  -        504.472 (meters)     1655.09  (feet) COMP
 DP8722  MODELED GRAVITY -    980,584.4   (mgal)                       NAVD 88
 DP8722
 DP8722  VERT ORDER      -  SECOND    CLASS I
 DP8722
 DP8722  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8722  Standards:
 DP8722         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8722            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8722  -------------------------------------------------------------------
 DP8722  NETWORK    0.65   0.73           0.30   0.22   0.37      0.05435592
 DP8722  -------------------------------------------------------------------
 DP8722  Click here for local accuracies and other accuracy information.
 DP8722
 DP8722.The horizontal coordinates were established by GPS observations
 DP8722.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8722
 DP8722.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8722.been affixed to the stable North American tectonic plate. See 
 DP8722.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8722
 DP8722.The horizontal coordinates are valid at the epoch date displayed above
 DP8722.which is a decimal equivalence of Year/Month/Day.
 DP8722
 DP8722.The orthometric height was determined by differential leveling and
 DP8722.adjusted by the NATIONAL GEODETIC SURVEY
 DP8722.in February 2017.
 DP8722
 DP8722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8722.GEOID18 height accuracy estimate available here.
 DP8722
 DP8722.Click photographs - Photos may exist for this station.
 DP8722
 DP8722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8722
 DP8722.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8722
 DP8722.The ellipsoidal height was determined by GPS observations
 DP8722.and is referenced to NAD 83.
 DP8722
 DP8722.The dynamic height is computed by dividing the NAVD 88
 DP8722.geopotential number by the normal gravity value computed on the
 DP8722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8722.degrees latitude (g = 980.6199 gals.).
 DP8722
 DP8722.The modeled gravity was interpolated from observed gravity values.
 DP8722
 DP8722. The following values were computed from the NAD 83(2011) position.
 DP8722
 DP8722;                    North         East     Units Scale Factor Converg.
 DP8722;SPC WI N     -    86,046.328   691,283.269   MT  0.99995358   +0 50 56.9
 DP8722;SPC WI N     -   282,303.66  2,267,985.19   sFT  0.99995358   +0 50 56.9
 DP8722;UTM  16      - 5,088,415.641   358,685.315   MT  0.99984550   -1 18 36.2
 DP8722
 DP8722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8722!SPC WI N     -   0.99992598  x   0.99995358  =   0.99987956
 DP8722!UTM  16      -   0.99992598  x   0.99984550  =   0.99977149
 DP8722
 DP8722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5868588415(NAD 83)
 DP8722
 DP8722                          SUPERSEDED SURVEY CONTROL
 DP8722
 DP8722.No superseded survey control is available for this station.
 DP8722
 DP8722_MARKER: DD = SURVEY DISK
 DP8722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8722_STAMPING: ALVIN S GPS 2012
 DP8722_MARK LOGO: WIDT
 DP8722_PROJECTION: FLUSH
 DP8722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8722+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 DP8722
 DP8722  HISTORY     - Date     Condition        Report By
 DP8722  HISTORY     - 2012     MONUMENTED       WIDT
 DP8722  HISTORY     - 20140729 GOOD             WIDT
 DP8722
 DP8722                          STATION DESCRIPTION
 DP8722
 DP8722'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8722'THE STATION IS APPROXIMATELY 20.0 MI (32.2 KM) EAST OF EAGLE RIVER,
 DP8722'9.1 MI (14.6 KM) WEST OF TIPLER AND 3.4 MI (5.5 KM) SOUTH-SOUTHEAST OF
 DP8722'ALVIN.
 DP8722'
 DP8722'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8722'HIGHWAY 70 ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DP8722'SOUTH ON STATE HIGHWAY 55 FOR 1.15 MI (1.9 KM) TO FIRE TOWER ROAD ON
 DP8722'THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 55 FOR 1.15 MI (1.9 KM) TO
 DP8722'FIRE ROAD 2504 ON THE RIGHT.  TURN RIGHT AND GO WEST ON FIRE ROAD 2504
 DP8722'FOR APPROXIMATELY 0.05 MI (0.1 KM) TO A TRACK ROAD ON THE RIGHT.  TURN
 DP8722'AND GO NORTH ON THE TRACK ROAD FOR ABOUT 300 FT (91.4 M) DOWN A SMALL
 DP8722'HILL TO THE STATION STRAIGHT AHEAD.
 DP8722'
 DP8722'THE STATION IS 79 M (259.2 FT) SOUTHWEST OF A DIRT SHOOTING BACKSTOP,
 DP8722'9 M (29.5 FT) WEST OF A DIRT TRAIL, 6 M (19.7 FT) NORTH OF A DIRT
 DP8722'TRAIL AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE
 DP8722'PLASTIC 4X4 GUARD POSTS.
 DP8722'
 DP8722'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8722'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8722'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8722'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8722'WITH THE SURROUNDING GRADE, LOCATED IN A GRAVEL PIT/SHOOTING AREA AT
 DP8722'THE JUNCTION OF TWO DIRT TRAILS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0553 ***********************************************************************
 QL0553  DESIGNATION -  AMBERG
 QL0553  PID         -  QL0553
 QL0553  STATE/COUNTY-  WI/MARINETTE
 QL0553  COUNTRY     -  US
 QL0553  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 QL0553
 QL0553                         *CURRENT SURVEY CONTROL
 QL0553  ______________________________________________________________________
 QL0553* NAD 83(1991) POSITION- 45 28 26.77807(N) 087 53 47.64993(W)   ADJUSTED
 QL0553* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 QL0553  ______________________________________________________________________
 QL0553  GEOID HEIGHT    -        -35.804 (meters)                     GEOID18
 QL0553  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 QL0553  HORZ ORDER      -  SECOND
 QL0553
 QL0553.The horizontal coordinates were established by classical geodetic methods
 QL0553.and adjusted by the National Geodetic Survey in November 1991.
 QL0553
 QL0553.The orthometric height was scaled from a topographic map.
 QL0553
 QL0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0553.GEOID18 height accuracy estimate available here.
 QL0553
 QL0553.Click photographs - Photos may exist for this station.
 QL0553
 QL0553.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0553
 QL0553. The following values were computed from the NAD 83(1991) position.
 QL0553
 QL0553;                    North         East     Units Scale Factor Converg.
 QL0553;SPC WI C     -   184,457.587   764,456.217   MT  0.99999517   +1 29 02.9
 QL0553;SPC WI C     -   605,174.60  2,508,053.44   sFT  0.99999517   +1 29 02.9
 QL0553;UTM  16      - 5,036,010.567   429,921.841   MT  0.99966038   -0 38 21.2
 QL0553
 QL0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0553!SPC WI C     -   0.99996814  x   0.99999517  =   0.99996331
 QL0553!UTM  16      -   0.99996814  x   0.99966038  =   0.99962853
 QL0553
 QL0553:                Primary Azimuth Mark                     Grid Az
 QL0553:SPC WI C     -  AMBERG AZ MK                             270 35 03.9
 QL0553:UTM  16      -  AMBERG AZ MK                             272 42 28.0
 QL0553
 QL0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2992136010(NAD 83)
 QL0553
 QL0553|---------------------------------------------------------------------|
 QL0553| PID    Reference Object                     Distance      Geod. Az  |
 QL0553|                                                           dddmmss.s |
 QL0553| CJ7997 AMBERG RM 1                          25.184 METERS 09723     |
 QL0553| CJ4182 AMBERG AZ MK                                       2720406.8 |
 QL0553| CJ7998 AMBERG RM 2                          25.273 METERS 31516     |
 QL0553|---------------------------------------------------------------------|
 QL0553
 QL0553                          SUPERSEDED SURVEY CONTROL
 QL0553
 QL0553  NAD 83(1986)-  45 28 26.77955(N)    087 53 47.65316(W) AD(       ) 2
 QL0553  NAD 27      -  45 28 26.89400(N)    087 53 47.24100(W) AD(       ) 2
 QL0553
 QL0553.Superseded values are not recommended for survey control.
 QL0553
 QL0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0553.See file dsdata.pdf to determine how the superseded data were derived.
 QL0553
 QL0553_MARKER: DS = TRIANGULATION STATION DISK
 QL0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0553_STAMPING: AMBERG 1954
 QL0553_MARK LOGO: CGS
 QL0553_PROJECTION: FLUSH
 QL0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0553+STABILITY: SURFACE MOTION
 QL0553
 QL0553  HISTORY     - Date     Condition        Report By
 QL0553  HISTORY     - 1954     MONUMENTED       CGS
 QL0553  HISTORY     - 19921031 MARK NOT FOUND   USPSQD
 QL0553  HISTORY     - 20021005 MARK NOT FOUND   USPSQD
 QL0553
 QL0553                          STATION DESCRIPTION
 QL0553
 QL0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0553'THE STATION IS ABOUT 5.0 MILES SOUTHEAST OF AMBERG, 7.0 MILES
 QL0553'NORTHEAST OF WAUSAUKEE, AND 12.0 MILES SOUTH-SOUTHEAST OF PEMBINE, ON
 QL0553'THE HIGHEST PART OF A SMALL HILL ALONG THE RIGHT-OF-WAY OF A COUNTY
 QL0553'HIGHWAY.
 QL0553'
 QL0553'STATION MARK IS STAMPED AMBERG 1954 AND IS 6 FEET SOUTHEAST OF A
 QL0553'WITNESS POST, 36 FEET SOUTH OF THE CENTERLINE OF A GRAVEL COUNTY
 QL0553'HIGHWAY.  MONUMENT IS FLUSH WITH THE GROUND.
 QL0553'
 QL0553'AZIMUTH MARK IS STAMPED AMBERG 1954 AND IS LOCATED 18 FEET NORTH OF
 QL0553'THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A WITNESS POST, 20 FEET
 QL0553'SOUTHEAST OF AN 8 INCH SPRUCE, AND PROJECTS 4 INCHES.
 QL0553'
 QL0553'REFERENCE MARK NO. 2, STAMPED ANBERG NO 2 1954 IS 21 FEET NORTH OF THE
 QL0553'CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF A FENCE AND PROJECTS 6
 QL0553'INCHES.
 QL0553'
 QL0553'REFERENCE MARK NO. 1, STAMPED AMBERG NO 1 1954 IS 49 FEET SOUTH OF THE
 QL0553'CENTERLINE OF THE HIGHWAY, AND PROJECTS 6 INCHES ABOVE THE GROUND.
 QL0553'
 QL0553'TO REACH FROM THE RAILROAD STATION IN PEMBINE, FOLLOW U.S. 141 SOUTH
 QL0553'FOR 10.0 MILES TO THE JUNCTION OF COUNTY K JUST SOUTHEAST OF SMALL
 QL0553'SETTLEMENT OF AMBERG, CONTINUE SOUTH ON U.S. 141 FOR 1.4 MILES TO A
 QL0553'SIDE ROAD LEFT, TURN LEFT AND FOLLOW GRAVEL ROAD EAST FOR 2.0 MILES TO
 QL0553'A CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 2.1 MILES TO AZIMUTH MARK ON
 QL0553'THE LEFT (NORTH), THENCE STRAIGHT AHEAD FOR .2 MILES TO THE STATION ON
 QL0553'THE RIGHT.
 QL0553'
 QL0553'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QL0553
 QL0553                          STATION RECOVERY (1992)
 QL0553
 QL0553'RECOVERY NOTE BY US POWER SQUADRON 1992 (AJT)
 QL0553'MARK NOT FOUND.
 QL0553
 QL0553                          STATION RECOVERY (2002)
 QL0553
 QL0553'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0553'RM 1 AND AZ MARK ALSO NOT FOUND.  RM 2 FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4969 ***********************************************************************
 DQ4969  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4969  DESIGNATION -  AMBERG E GPS
 DQ4969  PID         -  DQ4969
 DQ4969  STATE/COUNTY-  WI/MARINETTE
 DQ4969  COUNTRY     -  US
 DQ4969  USGS QUAD   -  MISCAUNO ISLAND (2018)
 DQ4969
 DQ4969                         *CURRENT SURVEY CONTROL
 DQ4969  ______________________________________________________________________
 DQ4969* NAD 83(2011) POSITION- 45 30 07.79925(N) 087 49 49.51603(W)   ADJUSTED
 DQ4969* NAD 83(2011) ELLIP HT-   201.749 (meters)        (04/14/17)   ADJUSTED
 DQ4969* NAD 83(2011) EPOCH   -  2010.00
 DQ4969* NAVD 88 ORTHO HEIGHT -   237.59  (meters)      779.5   (feet) GPS OBS
 DQ4969  ______________________________________________________________________
 DQ4969  GEOID HEIGHT    -        -35.840 (meters)                     GEOID18
 DQ4969  NAD 83(2011) X  -    169,528.415 (meters)                     COMP
 DQ4969  NAD 83(2011) Y  - -4,474,886.755 (meters)                     COMP
 DQ4969  NAD 83(2011) Z  -  4,526,781.873 (meters)                     COMP
 DQ4969  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 DQ4969
 DQ4969  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4969  Standards:
 DQ4969         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4969            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4969  -------------------------------------------------------------------
 DQ4969  NETWORK    0.42   0.57           0.19   0.15   0.29     -0.13763501
 DQ4969  -------------------------------------------------------------------
 DQ4969  Click here for local accuracies and other accuracy information.
 DQ4969
 DQ4969.The horizontal coordinates were established by GPS observations
 DQ4969.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4969
 DQ4969.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4969.been affixed to the stable North American tectonic plate. See 
 DQ4969.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4969
 DQ4969.The horizontal coordinates are valid at the epoch date displayed above
 DQ4969.which is a decimal equivalence of Year/Month/Day.
 DQ4969
 DQ4969.The orthometric height was determined by GPS observations and a
 DQ4969.high-resolution geoid model using precise GPS observation and
 DQ4969.processing techniques.
 DQ4969
 DQ4969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4969.GEOID18 height accuracy estimate available here.
 DQ4969
 DQ4969.Click photographs - Photos may exist for this station.
 DQ4969
 DQ4969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4969
 DQ4969.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4969
 DQ4969.The ellipsoidal height was determined by GPS observations
 DQ4969.and is referenced to NAD 83.
 DQ4969
 DQ4969. The following values were computed from the NAD 83(2011) position.
 DQ4969
 DQ4969;                    North         East     Units Scale Factor Converg.
 DQ4969;SPC WI C     -   187,711.323   769,543.479   MT  1.00000041   +1 31 50.9
 DQ4969;SPC WI C     -   615,849.57  2,524,743.90   sFT  1.00000041   +1 31 50.9
 DQ4969;UTM  16      - 5,039,072.543   435,124.379   MT  0.99965175   -0 35 32.4
 DQ4969
 DQ4969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4969!SPC WI C     -   0.99996837  x   1.00000041  =   0.99996878
 DQ4969!UTM  16      -   0.99996837  x   0.99965175  =   0.99962013
 DQ4969
 DQ4969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3512439072(NAD 83)
 DQ4969
 DQ4969                          SUPERSEDED SURVEY CONTROL
 DQ4969
 DQ4969.No superseded survey control is available for this station.
 DQ4969
 DQ4969_MARKER: DD = SURVEY DISK
 DQ4969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4969_STAMPING: AMBERG E GPS 2012
 DQ4969_MARK LOGO: WIDT
 DQ4969_PROJECTION: PROJECTING 3 CENTIMETERS
 DQ4969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4969+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4969
 DQ4969  HISTORY     - Date     Condition        Report By
 DQ4969  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4969  HISTORY     - 20150201 GOOD             WIDT
 DQ4969
 DQ4969                          STATION DESCRIPTION
 DQ4969
 DQ4969'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4969'THE STATION IS APPROXIMATELY 12.0 MI (19.3 KM) SOUTHEAST OF PEMBINE,
 DQ4969'10.8 MI (17.4 KM) NORTHEAST OF WAUSAUKEE, AND 8.0 MI (12.9 KM) EAST OF
 DQ4969'AMBERG.
 DQ4969'
 DQ4969'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DQ4969'HIGHWAY K, LOCATED JUST SOUTH OF COMMUNITY OF AMBERG, GO EAST ON
 DQ4969'COUNTY HIGHWAY K FOR 6.3 MI (10.1 KM) TO A LEFT CURVE IN THE HIGHWAY
 DQ4969'WITH BIRCH HILL ROAD ON THE RIGHT.  CONTINUE NORTH THEN EAST ON COUNTY
 DQ4969'HIGHWAY K FOR 1.5 MI (2.4 KM) TO THE STATION ON THE RIGHT.
 DQ4969'
 DQ4969'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4969'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4969'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ4969'STATION IS 11.9 M (39.0 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DQ4969'K, 31.4 M (103.0 FT) SOUTHEAST OF A POWER POLE -3521 3W15-, 14.9 M
 DQ4969'(48.9 FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY -4843-, AND
 DQ4969'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4
 DQ4969'GUARD POSTS.
 DQ4969'
 DQ4969'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4969'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8845 ***********************************************************************
 DP8845  DESIGNATION -  AMBERG S GPS
 DP8845  PID         -  DP8845
 DP8845  STATE/COUNTY-  WI/MARINETTE
 DP8845  COUNTRY     -  US
 DP8845  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 DP8845
 DP8845                         *CURRENT SURVEY CONTROL
 DP8845  ______________________________________________________________________
 DP8845* NAD 83(2011) POSITION- 45 27 33.01310(N) 087 58 34.05005(W)   ADJUSTED
 DP8845* NAD 83(2011) ELLIP HT-   219.229 (meters)        (04/14/17)   ADJUSTED
 DP8845* NAD 83(2011) EPOCH   -  2010.00
 DP8845* NAVD 88 ORTHO HEIGHT -   254.927 (meters)      836.37  (feet) ADJUSTED
 DP8845  ______________________________________________________________________
 DP8845  GEOID HEIGHT    -        -35.699 (meters)                     GEOID18
 DP8845  NAD 83(2011) X  -    158,268.952 (meters)                     COMP
 DP8845  NAD 83(2011) Y  - -4,478,720.873 (meters)                     COMP
 DP8845  NAD 83(2011) Z  -  4,523,443.681 (meters)                     COMP
 DP8845  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 DP8845  DYNAMIC HEIGHT  -        254.913 (meters)      836.33  (feet) COMP
 DP8845  MODELED GRAVITY -    980,552.4   (mgal)                       NAVD 88
 DP8845
 DP8845  VERT ORDER      -  SECOND    CLASS I
 DP8845
 DP8845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8845  Standards:
 DP8845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8845  -------------------------------------------------------------------
 DP8845  NETWORK    0.65   0.67           0.30   0.22   0.34     -0.01069334
 DP8845  -------------------------------------------------------------------
 DP8845  Click here for local accuracies and other accuracy information.
 DP8845
 DP8845.The horizontal coordinates were established by GPS observations
 DP8845.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8845
 DP8845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8845.been affixed to the stable North American tectonic plate. See 
 DP8845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8845
 DP8845.The horizontal coordinates are valid at the epoch date displayed above
 DP8845.which is a decimal equivalence of Year/Month/Day.
 DP8845
 DP8845.The orthometric height was determined by differential leveling and
 DP8845.adjusted by the NATIONAL GEODETIC SURVEY
 DP8845.in February 2017.
 DP8845
 DP8845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8845.GEOID18 height accuracy estimate available here.
 DP8845
 DP8845.Click photographs - Photos may exist for this station.
 DP8845
 DP8845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8845
 DP8845.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8845
 DP8845.The ellipsoidal height was determined by GPS observations
 DP8845.and is referenced to NAD 83.
 DP8845
 DP8845.The dynamic height is computed by dividing the NAVD 88
 DP8845.geopotential number by the normal gravity value computed on the
 DP8845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8845.degrees latitude (g = 980.6199 gals.).
 DP8845
 DP8845.The modeled gravity was interpolated from observed gravity values.
 DP8845
 DP8845. The following values were computed from the NAD 83(2011) position.
 DP8845
 DP8845;                    North         East     Units Scale Factor Converg.
 DP8845;SPC WI C     -   182,640.184   758,278.860   MT  0.99999248   +1 25 40.8
 DP8845;SPC WI C     -   599,212.00  2,487,786.56   sFT  0.99999248   +1 25 40.8
 DP8845;UTM  16      - 5,034,423.833   423,683.429   MT  0.99967161   -0 41 44.8
 DP8845
 DP8845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8845!SPC WI C     -   0.99996563  x   0.99999248  =   0.99995811
 DP8845!UTM  16      -   0.99996563  x   0.99967161  =   0.99963725
 DP8845
 DP8845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2368334423(NAD 83)
 DP8845
 DP8845                          SUPERSEDED SURVEY CONTROL
 DP8845
 DP8845.No superseded survey control is available for this station.
 DP8845
 DP8845_MARKER: DD = SURVEY DISK
 DP8845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8845_STAMPING: AMBERG S GPS 2012
 DP8845_MARK LOGO: WIDT
 DP8845_PROJECTION: FLUSH
 DP8845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8845+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2014
 DP8845
 DP8845  HISTORY     - Date     Condition        Report By
 DP8845  HISTORY     - 2012     MONUMENTED       WIDT
 DP8845  HISTORY     - 20141018 GOOD             WIDT
 DP8845
 DP8845                          STATION DESCRIPTION
 DP8845
 DP8845'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8845'THE STATION IS APPROXIMATELY 6.3 MI (10.1 KM) NORTHEAST OF ATHELSTANE,
 DP8845'6.1 MI (9.8 KM) NORTH-NORTHWEST OF WAUSAUKEE AND 3.2 MI (5.1 KM)
 DP8845'SOUTH-SOUTHEAST OF AMBERG.
 DP8845'
 DP8845'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8845'HIGHWAY K JUST SOUTH OF THE COMMUNITY OF AMBERG, GO SOUTH ON US
 DP8845'HIGHWAY 141 FOR 2.5 MI (4.0 KM) TO WONTOR ROAD ON THE LEFT.  CONTINUE
 DP8845'SOUTH ON US HIGHWAY 141 FOR 0.05 MI (0.1 KM) TO A FIELD ENTRANCE ON
 DP8845'THE LEFT AND THE STATION ON THE LEFT.
 DP8845'
 DP8845'THE STATION IS 21.4 M (70.2 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DP8845'141, ABOUT 190 M (623.4 FT) SOUTH OF WONTOR ROAD, 29.2 M (95.8 FT)
 DP8845'NORTH OF A -WONTOR ROAD AHEAD- SIGN, 9.5 M (31.2 FT) NORTH OF THE
 DP8845'CENTER OF A GRAVEL FIELD ENTRANCE AND LOCATED IN THE CENTER OF A
 DP8845'TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP8845'
 DP8845'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8845'DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES TO THE EAST EXTENDING
 DP8845'TO ABOUT 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8845'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8845'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8845'2 M (6.6 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN0270 ***********************************************************************
 RN0270  DESIGNATION -  AMBRIDGE
 RN0270  PID         -  RN0270
 RN0270  STATE/COUNTY-  WI/DOUGLAS
 RN0270  COUNTRY     -  US
 RN0270  USGS QUAD   -  SUPERIOR (2018)
 RN0270
 RN0270                         *CURRENT SURVEY CONTROL
 RN0270  ______________________________________________________________________
 RN0270* NAD 83(1996) POSITION- 46 38 51.81018(N) 092 04 28.22115(W)   ADJUSTED
 RN0270* NAVD 88 ORTHO HEIGHT -   197.754 (meters)      648.80  (feet) POSTED
 RN0270  ______________________________________________________________________
 RN0270  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 RN0270  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 RN0270  DYNAMIC HEIGHT  -        197.78  (meters)      648.9   (feet) COMP
 RN0270  MODELED GRAVITY -    980,722.8   (mgal)                       NAVD 88
 RN0270
 RN0270  HORZ ORDER      -  FIRST
 RN0270  VERT ORDER      -  * POSTED, SEE BELOW
 RN0270
 RN0270.The horizontal coordinates were established by classical geodetic methods
 RN0270.and adjusted by the National Geodetic Survey in March 1999.
 RN0270
 RN0270.The orthometric height was determined by differential leveling
 RN0270.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RN0270
 RN0270.* This is a POSTED BENCH MARK height.
 RN0270
 RN0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0270.GEOID18 height accuracy estimate available here.
 RN0270
 RN0270.Click photographs - Photos may exist for this station.
 RN0270
 RN0270.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN0270
 RN0270.The dynamic height is computed by dividing the NAVD 88
 RN0270.geopotential number by the normal gravity value computed on the
 RN0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0270.degrees latitude (g = 980.6199 gals.).
 RN0270
 RN0270.The modeled gravity was interpolated from observed gravity values.
 RN0270
 RN0270. The following values were computed from the NAD 83(1996) position.
 RN0270
 RN0270;                    North         East     Units Scale Factor Converg.
 RN0270;SPC WI N     -   166,689.975   441,208.529   MT  0.99998042   -1 29 47.4
 RN0270;SPC WI N     -   546,882.03  1,447,531.65   sFT  0.99998042   -1 29 47.4
 RN0270;UTM  15      - 5,166,434.223   570,822.172   MT  0.99966165   +0 40 22.8
 RN0270
 RN0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0270!SPC WI N     -   0.99997341  x   0.99998042  =   0.99995383
 RN0270!UTM  15      -   0.99997341  x   0.99966165  =   0.99963507
 RN0270
 RN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7082266434(NAD 83)
 RN0270
 RN0270|---------------------------------------------------------------------|
 RN0270| PID    Reference Object                     Distance      Geod. Az  |
 RN0270|                                                           dddmmss.s |
 RN0270| CJ1774 AMBRIDGE RM                          19.330 METERS 24808     |
 RN0270|---------------------------------------------------------------------|
 RN0270
 RN0270                          SUPERSEDED SURVEY CONTROL
 RN0270
 RN0270  NAD 83(1991)-  46 38 51.81057(N)    092 04 28.22014(W) AD(       ) 1
 RN0270  NAD 83(1986)-  46 38 51.80853(N)    092 04 28.21264(W) AD(       ) 1
 RN0270  NAD 27      -  46 38 52.01800(N)    092 04 27.53900(W) AD(       ) 1
 RN0270  USSD        -  46 38 52.27700(N)    092 04 27.37900(W) AD(       ) 3
 RN0270  NGVD 29 (??/??/92)  197.804  (m)          648.96   (f) ADJ UNCH    1 2
 RN0270  NGVD 29             197.80   (m)          648.9    (f) LEVELING    3  
 RN0270
 RN0270.Superseded values are not recommended for survey control.
 RN0270
 RN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0270.See file dsdata.pdf to determine how the superseded data were derived.
 RN0270
 RN0270_MARKER: DS = TRIANGULATION STATION DISK
 RN0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0270_STAMPING: AMBRIDGE 1921
 RN0270_MARK LOGO: CGS
 RN0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0270+STABILITY: SURFACE MOTION
 RN0270
 RN0270  HISTORY     - Date     Condition        Report By
 RN0270  HISTORY     - 1921     MONUMENTED       CGS
 RN0270  HISTORY     - 1922     GOOD             CGS
 RN0270  HISTORY     - 1931     POOR             LOCENG
 RN0270  HISTORY     - 1935     SEE DESCRIPTION  WI-031
 RN0270  HISTORY     - 1935     POOR             LOCENG
 RN0270  HISTORY     - 20041216 MARK NOT FOUND   WIDT
 RN0270
 RN0270                          STATION DESCRIPTION
 RN0270
 RN0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 RN0270'STATION IS LOCATED ABOUT 3/4 MILE N OF AMBRIDGE TOWER, ON THE
 RN0270'W SIDE OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 RN0270'STE. MARIE RAILWAY, 3 FEET N OF POST SUPPORTING HIGHWAY
 RN0270'OVERHEAD BRIDGE, 2.24 METERS (7.35 FEET) W OF W RAIL.  HIGHWAY
 RN0270'BRIDGE IS 90 METERS N OF RAILWAY OVERHEAD BRIDGE OF GREAT
 RN0270'NORTHERN ORE ROUTE, WHICH IS K455A.
 RN0270'
 RN0270'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RN0270'DISKS SET IN CONCRETE.
 RN0270'
 RN0270'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK 20 FEET FROM
 RN0270'END OF HIGHWAY BRIDGE, AND NEAR TOP OF CUT.
 RN0270
 RN0270                          STATION RECOVERY (1922)
 RN0270
 RN0270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 RN0270'6.9 MI S FROM SUPERIOR.
 RN0270'3/4 MILE NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RN0270'RAILROAD FROM THE AMBRIDGE TOWER AT AMBRIDGE, DOUGLAS COUNTY, 98 YARDS
 RN0270'NORTH OF GREAT NORTHERN RAILWAY OVERHEAD BRIDGE K 455 A, AND 7.4 FEET
 RN0270'WEST OF THE WEST RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 RN0270'AMBRIDGE 1921 AND SET IN THE TOP OF A CONCRETE POST.
 RN0270
 RN0270                          STATION RECOVERY (1931)
 RN0270
 RN0270'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1931
 RN0270'RECOVERED BY M. ST. P AND S.S.M. RY.
 RN0270'
 RN0270'MARK POOR - ABOUT 6 INCHES OUT OF PLUMB.  THIS BENCH MARK
 RN0270'LOCATED IN DITCH, LOOKS AS IF IT MAY HAVE BEEN STRUCK WITH
 RN0270'DITCHING MACHINE.  WITNESS MONUMENT IN SLOPE OF CUT HAS SLID
 RN0270'OUT OF ITS ORIGINAL LOCATION.
 RN0270'
 RN0270'MARK IS STAMPED AMBRIDGE 1921.
 RN0270
 RN0270                          STATION RECOVERY (1935)
 RN0270
 RN0270'RECOVERY NOTE BY DOUGLAS COUNTY WISCONSIN 1935
 RN0270'STATION HAS BEEN MOVED BY EROSION, AND SOME OF THE OTHER
 RN0270'STATIONS HAVE BEEN HARD TO LOCATE.
 RN0270
 RN0270                          STATION RECOVERY (1935)
 RN0270
 RN0270'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1935
 RN0270'MARK RECOVERED IN POOR CONDITION.
 RN0270
 RN0270                          STATION RECOVERY (2004)
 RN0270
 RN0270'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0270'THE STATION IS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO2342 ***********************************************************************
 QO2342  HT_MOD      -  This is a Height Modernization Survey Station.
 QO2342  PACS        -  This is a Primary Airport Control Station.
 QO2342  DESIGNATION -  AMERYPORT
 QO2342  PID         -  QO2342
 QO2342  STATE/COUNTY-  WI/POLK
 QO2342  COUNTRY     -  US
 QO2342  USGS QUAD   -  AMERY (2018)
 QO2342
 QO2342                         *CURRENT SURVEY CONTROL
 QO2342  ______________________________________________________________________
 QO2342* NAD 83(2011) POSITION- 45 16 57.98110(N) 092 22 25.35714(W)   ADJUSTED
 QO2342* NAD 83(2011) ELLIP HT-   298.869 (meters)        (06/27/12)   ADJUSTED
 QO2342* NAD 83(2011) EPOCH   -  2010.00
 QO2342* NAVD 88 ORTHO HEIGHT -   328.39  (meters)     1077.4   (feet) GPS OBS
 QO2342  ______________________________________________________________________
 QO2342  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 QO2342  GEOID HEIGHT    -        -29.509 (meters)                     GEOID12A
 QO2342  GEOID HEIGHT    -        -29.516 (meters)                     GEOID18
 QO2342  NAD 83(2011) X  -   -186,192.105 (meters)                     COMP
 QO2342  NAD 83(2011) Y  - -4,491,667.594 (meters)                     COMP
 QO2342  NAD 83(2011) Z  -  4,509,727.249 (meters)                     COMP
 QO2342  LAPLACE CORR    -        -14.27  (seconds)                    DEFLEC18
 QO2342
 QO2342  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2342  Standards:
 QO2342         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2342            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2342  -------------------------------------------------------------------
 QO2342  NETWORK    0.32   0.59           0.14   0.12   0.30     -0.00160818
 QO2342  -------------------------------------------------------------------
 QO2342  Click here for local accuracies and other accuracy information.
 QO2342
 QO2342.This mark is at Amery Airport (AHH)
 QO2342
 QO2342.The horizontal coordinates were established by GPS observations
 QO2342.and adjusted by the National Geodetic Survey in June 2012.
 QO2342
 QO2342.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2342.been affixed to the stable North American tectonic plate. See 
 QO2342.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2342
 QO2342.The horizontal coordinates are valid at the epoch date displayed above
 QO2342.which is a decimal equivalence of Year/Month/Day.
 QO2342
 QO2342.The orthometric height was determined by GPS observations and a
 QO2342.high-resolution geoid model.
 QO2342
 QO2342.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2342.GEOID18 height accuracy estimate available here.
 QO2342
 QO2342.Click photographs - Photos may exist for this station.
 QO2342
 QO2342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2342
 QO2342.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2342
 QO2342.The ellipsoidal height was determined by GPS observations
 QO2342.and is referenced to NAD 83.
 QO2342
 QO2342. The following values were computed from the NAD 83(2011) position.
 QO2342
 QO2342;                    North         East     Units Scale Factor Converg.
 QO2342;SPC WI C     -   163,785.104   413,796.212   MT  0.99996586   -1 40 29.4
 QO2342;SPC WI C     -   537,351.63  1,357,596.41   sFT  0.99996586   -1 40 29.4
 QO2342;UTM  15      - 5,014,554.385   549,117.800   MT  0.99962966   +0 26 42.2
 QO2342
 QO2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2342!SPC WI C     -   0.99995315  x   0.99996586  =   0.99991901
 QO2342!UTM  15      -   0.99995315  x   0.99962966  =   0.99958282
 QO2342
 QO2342:                Primary Azimuth Mark                     Grid Az
 QO2342:SPC WI C     -  AMERYPORT AZ MK                          173 39 39.1
 QO2342:UTM  15      -  AMERYPORT AZ MK                          171 32 27.5
 QO2342
 QO2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4911714554(NAD 83)
 QO2342
 QO2342|---------------------------------------------------------------------|
 QO2342| PID    Reference Object                     Distance      Geod. Az  |
 QO2342|                                                           dddmmss.s |
 QO2342| QO2343 AMERYPORT AZ MK                     APPROX. 0.6 KM 1715909.7 |
 QO2342|---------------------------------------------------------------------|
 QO2342
 QO2342                          SUPERSEDED SURVEY CONTROL
 QO2342
 QO2342  ELLIP H (04/06/12)  298.921  (m)                       GP(       ) 1 1
 QO2342  NAD 83(2007)-  45 16 57.98109(N)    092 22 25.35777(W) AD(2002.00) 0
 QO2342  ELLIP H (02/10/07)  298.898  (m)                       GP(2002.00)    
 QO2342  NAD 83(1997)-  45 16 57.98116(N)    092 22 25.35839(W) AD(       ) A
 QO2342  ELLIP H (04/28/99)  298.920  (m)                       GP(       ) 3 1
 QO2342  NAD 83(1991)-  45 16 57.98136(N)    092 22 25.35598(W) AD(       ) 1
 QO2342  ELLIP H (08/19/91)  298.975  (m)                       GP(       ) 4 1
 QO2342  NAVD 88 (04/28/99)  328.36   (m)  UNKNOWN  model used  GPS OBS        
 QO2342  NGVD 29 (08/19/91)  328.28   (m)  UNKNOWN  model used  GPS OBS        
 QO2342
 QO2342.Superseded values are not recommended for survey control.
 QO2342
 QO2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2342.See file dsdata.pdf to determine how the superseded data were derived.
 QO2342
 QO2342_MARKER: F = FLANGE-ENCASED ROD
 QO2342_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QO2342_STAMPING: AMERYPORT 1990
 QO2342_MARK LOGO: NGS
 QO2342_PROJECTION: RECESSED 10 CENTIMETERS
 QO2342_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2342+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 QO2342_ROD/PIPE-DEPTH: 24.2 meters
 QO2342_SLEEVE-DEPTH  : 0.91 meters
 QO2342
 QO2342  HISTORY     - Date     Condition        Report By
 QO2342  HISTORY     - 1990     MONUMENTED       NGS
 QO2342  HISTORY     - 19900802 GOOD
 QO2342  HISTORY     - 19971203 GOOD             NGS
 QO2342  HISTORY     - 20051118 GOOD             WIDT
 QO2342  HISTORY     - 20071110 GOOD             WIDT
 QO2342
 QO2342                          STATION DESCRIPTION
 QO2342
 QO2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QO2342'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) SOUTH OF AMERY AT THE
 QO2342'AMERY MUNICIPAL AIRPORT, ON THE SOUTH SIDE OF THE TAXIWAY LEADING TO
 QO2342'THE CENTER OF THE RUNWAY AND ABOUT 2.56 M (8.40 FT) SOUTH OF THE
 QO2342'WINDSOCK.  OWNERSHIP--CITY OF AMERY, CITY HALL, AMERY, WI 54001,
 QO2342'PHONE 715-268-7486, AIRPORT MANAGER IS RODGER WATERMAN, PHONE
 QO2342'715-268-8932.
 QO2342'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND COUNTY
 QO2342'ROAD F LEADING EAST, AT THE SOUTH END OF AMERY, GO 2.7 KM (1.7 MI)
 QO2342'SOUTH ON STATE HIGHWAY 46 TO THE JUNCTION OF THE AIRPORT ENTRANCE ROAD
 QO2342'ON THE RIGHT, TURN RIGHT, WEST, ON THE ENTRANCE ROAD FOR 0.48 KM
 QO2342'(0.30 MI) TO THE AIRPORT OFFICE AND APRON, CONTINUE AHEAD TO THE
 QO2342'TAXIWAY LEADING TO THE CENTER OF THE RUNWAY FOR 0.16 KM (0.10 MI) TO
 QO2342'THE WINDSOCK AND THE STATION ON THE LEFT.
 QO2342'THE STATION IS LOCATED 53.6 M (175.9 FT) SOUTH OF THE CENTER OF THE
 QO2342'TAXIWAY, 26.5 M (86.9 FT) SOUTH OF THE METAL POST OF THE WINDSOCK,
 QO2342'29.2 M (95.8 FT) WEST OF THE METAL POST OF A WIND T AND 25.1 M
 QO2342'(82.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 QO2342
 QO2342                          STATION RECOVERY (1990)
 QO2342
 QO2342'RECOVERED 1990
 QO2342'RECOVERED IN GOOD CONDITION.
 QO2342
 QO2342                          STATION RECOVERY (1997)
 QO2342
 QO2342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QO2342'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION AT THE AMERY
 QO2342'MUNICIPAL AIRPORT (AHH) .  THE STATION IS LOCATED ABOUT 70 KM (43.50
 QO2342'MI) NORTHEAST OF ST PAUL, MN, 22 KM (13.65 MI) SOUTHWEST OF TURTLE
 QO2342'LAKE, 3 KM (1.85 MI) SOUTH OF AMERY AT THE AMERY MUNICIPAL AIRPORT, IN
 QO2342'THE SOUTHWEST QUADRANT OF THE JUNCTION OF AN EAST-WEST TAXI AND THE
 QO2342'APRON, AND ADJACENT TO THE WINDSOCK AND WIND TEE. OWNERSHIP--CITY OF
 QO2342'AMERY, CITY HALL, AMERY, WI 54001.  PHONE 715-268-7486.  AIRPORT
 QO2342'MANAGER IS RODGER WATERMAN.  PHONE 715-268-8932.  NOTE--AIRPORT
 QO2342'MANAGER MAY CHANGE.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 46
 QO2342'AND COUNTY ROAD F LEADING EAST, GO SOUTH FOR 2.7 KM (1.65 MI) TO THE
 QO2342'JUNCTION OF THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, WEST,
 QO2342'ON THE ENTRANCE ROAD FOR 0.48 KM (0.30 MI) TO THE AIRPORT OFFICE AND
 QO2342'APRON.  CONTINUE AHEAD, WEST, ACROSS THE APRON AND ALONG A TAXIWAY FOR
 QO2342'0.16 KM (0.10 MI) TO THE WINDSOCK AND THE STATION ON THE LEFT.  THE
 QO2342'STATION IS A CENTERPUNCH IN THE TOP CENTER OF A STAINLESS STEEL ROD IN
 QO2342'A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 QO2342'WITH A LOGO CAP SURROUNDED BY CONCRETE RECESSED 10 CM BELOW THE
 QO2342'GROUND.  IT IS 59.0 M (193.6 FT) WEST OF THE WEST EDGE OF THE APRON
 QO2342'AND A TAXIWAY, 53.2 M (174.5 FT) SOUTH OF THE TAXIWAY CENTER, 29.2 M
 QO2342'(95.8 FT) WEST OF THE WIND TEE POLE, 26.3 M (86.3 FT) SOUTH OF THE
 QO2342'WINDSOCK POLE, AND 0.2 M (0.7 FT) EAST OF A FIBERGLASS WITNESS POST.
 QO2342
 QO2342                          STATION RECOVERY (2005)
 QO2342
 QO2342'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QO2342'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 QO2342'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 QO2342'POSTS.
 QO2342
 QO2342                          STATION RECOVERY (2007)
 QO2342
 QO2342'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO2342'RECOVERED AS DESCRIBED.
 QO2342'
 QO2342'NOTE-THE NEW AIRPORT MANAGER IS JAY GRIGGS, PHONE 612-803-2318.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO2343 ***********************************************************************
 QO2343  DESIGNATION -  AMERYPORT AZ MK
 QO2343  PID         -  QO2343
 QO2343  STATE/COUNTY-  WI/POLK
 QO2343  COUNTRY     -  US
 QO2343  USGS QUAD   -  AMERY (2018)
 QO2343
 QO2343                         *CURRENT SURVEY CONTROL
 QO2343  ______________________________________________________________________
 QO2343* NAD 83(1997) POSITION- 45 16 38.38627(N) 092 22 21.44970(W)   ADJUSTED
 QO2343* NAD 83(1997) ELLIP HT-   300.360 (meters)        (09/30/02)   ADJUSTED
 QO2343* NAVD 88 ORTHO HEIGHT -   329.8   (meters)     1082.    (feet) VERTCON3
 QO2343  ______________________________________________________________________
 QO2343  GEOID HEIGHT    -        -29.553 (meters)                     GEOID18
 QO2343  NAD 83(1997) X  -   -186,124.855 (meters)                     COMP
 QO2343  NAD 83(1997) Y  - -4,492,101.650 (meters)                     COMP
 QO2343  NAD 83(1997) Z  -  4,509,302.640 (meters)                     COMP
 QO2343  LAPLACE CORR    -        -13.80  (seconds)                    DEFLEC18
 QO2343  HORZ ORDER      -  FIRST
 QO2343  ELLP ORDER      -  FOURTH    CLASS I
 QO2343
 QO2343.This mark is at Amery Airport (AHH)
 QO2343
 QO2343.The horizontal coordinates were established by GPS observations
 QO2343.and adjusted by the National Geodetic Survey in September 2002.
 QO2343
 QO2343.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO2343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO2343
 QO2343.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2343.GEOID18 height accuracy estimate available here.
 QO2343
 QO2343.Click photographs - Photos may exist for this station.
 QO2343
 QO2343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2343
 QO2343.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2343
 QO2343.The ellipsoidal height was determined by GPS observations
 QO2343.and is referenced to NAD 83.
 QO2343
 QO2343. The following values were computed from the NAD 83(1997) position.
 QO2343
 QO2343;                    North         East     Units Scale Factor Converg.
 QO2343;SPC WI C     -   163,177.974   413,863.659   MT  0.99996519   -1 40 26.6
 QO2343;SPC WI C     -   535,359.74  1,357,817.69   sFT  0.99996519   -1 40 26.6
 QO2343;UTM  15      - 5,013,950.368   549,207.629   MT  0.99962977   +0 26 44.8
 QO2343
 QO2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2343!SPC WI C     -   0.99995291  x   0.99996519  =   0.99991810
 QO2343!UTM  15      -   0.99995291  x   0.99962977  =   0.99958270
 QO2343
 QO2343:                Primary Azimuth Mark                     Grid Az
 QO2343:SPC WI C     -  AMERYPORT                                353 39 39.1
 QO2343:UTM  15      -  AMERYPORT                                351 32 27.7
 QO2343
 QO2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4920713950(NAD 83)
 QO2343
 QO2343|---------------------------------------------------------------------|
 QO2343| PID    Reference Object                     Distance      Geod. Az  |
 QO2343|                                                           dddmmss.s |
 QO2343| QO2342 AMERYPORT                           APPROX. 0.6 KM 3515912.5 |
 QO2343|---------------------------------------------------------------------|
 QO2343
 QO2343                          SUPERSEDED SURVEY CONTROL
 QO2343
 QO2343  NAD 83(1991)-  45 16 38.38621(N)    092 22 21.44752(W) AD(       ) 1
 QO2343  ELLIP H (08/19/91)  300.407  (m)                       GP(       ) 4 1
 QO2343  NGVD 29 (08/19/91)  329.8    (m)  UNKNOWN  model used  GPS OBS        
 QO2343
 QO2343.Superseded values are not recommended for survey control.
 QO2343
 QO2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2343.See file dsdata.pdf to determine how the superseded data were derived.
 QO2343
 QO2343_MARKER: DZ = AZIMUTH MARK DISK
 QO2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2343_STAMPING: AMERYPORT 1989
 QO2343_MARK LOGO: NGS
 QO2343_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2343+STABILITY: SURFACE MOTION
 QO2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2343+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 QO2343
 QO2343  HISTORY     - Date     Condition        Report By
 QO2343  HISTORY     - 1989     MONUMENTED       WIHD
 QO2343  HISTORY     - 19900802 GOOD
 QO2343  HISTORY     - 20051112 GOOD             USPSQD
 QO2343
 QO2343                          STATION DESCRIPTION
 QO2343
 QO2343'DESCRIBED BY WI HIGHWAY DEPT 1989
 QO2343'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) SOUTH OF AMERY AT THE
 QO2343'AMERY MUNICIPAL AIRPORT AND ON THE EAST SIDE OF THE TAXIWAY LEADING
 QO2343'TO THE END OF RUNWAY 36.  OWNERSHIP--CITY OF AMERY, CITY HALL, AMERY,
 QO2343'WI 54001, PHONE 715-268-7486, AIRPORT MANAGER IS RODGER WATERMAN,
 QO2343'PHONE 715-268-8932.
 QO2343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND COUNTY
 QO2343'ROAD F LEADING EAST, AT THE SOUTH END OF AMERY, GO 2.7 KM (1.7 MI)
 QO2343'SOUTH ON STATE HIGHWAY 46 TO THE JUNCTION OF THE AIRPORT ENTRANCE ROAD
 QO2343'ON THE RIGHT, TURN RIGHT, WEST, ON THE ENTRANCE ROAD FOR 0.48 KM
 QO2343'(0.30 MI) TO THE AIRPORT OFFICE AND APRON, CONTINUE AHEAD TO THE
 QO2343'TAXIWAY, TURN LEFT, SOUTH, ON THE TAXIWAY FOR 0.64 KM (0.40 MI) TO
 QO2343'THE STATION ON THE LEFT.
 QO2343'THE STATION IS LOCATED 39.0 M (128.0 FT) EAST OF THE CENTER OF THE
 QO2343'TAXIWAY, 19.8 M (65.0 FT) EAST OF A TAXIWAY LIGHT AND 0.9 M (3.0 FT)
 QO2343'WEST OF A FIBERGLASS WITNESS POST.
 QO2343
 QO2343                          STATION RECOVERY (1990)
 QO2343
 QO2343'RECOVERED 1990
 QO2343'RECOVERED IN GOOD CONDITION.
 QO2343
 QO2343                          STATION RECOVERY (2005)
 QO2343
 QO2343'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO2343'RECOVERED AS DESCRIBED.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION
 QO2343'ARE TREES IN THE EAST QUADRANTS EXTENDING TO 70 DEGREES ABOVE THE
 QO2343'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK4965 ***********************************************************************
 DK4965  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4965  DESIGNATION -  AMHERST E GPS
 DK4965  PID         -  DK4965
 DK4965  STATE/COUNTY-  WI/PORTAGE
 DK4965  COUNTRY     -  US
 DK4965  USGS QUAD   -  SCANDINAVIA (2018)
 DK4965
 DK4965                         *CURRENT SURVEY CONTROL
 DK4965  ______________________________________________________________________
 DK4965* NAD 83(2011) POSITION- 44 26 21.52399(N) 089 13 48.58373(W)   ADJUSTED
 DK4965* NAD 83(2011) ELLIP HT-   278.770 (meters)        (06/27/12)   ADJUSTED
 DK4965* NAD 83(2011) EPOCH   -  2010.00
 DK4965* NAVD 88 ORTHO HEIGHT -   315.02  (meters)     1033.5   (feet) GPS OBS
 DK4965  ______________________________________________________________________
 DK4965  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK4965  GEOID HEIGHT    -        -36.249 (meters)                     GEOID12A
 DK4965  GEOID HEIGHT    -        -36.251 (meters)                     GEOID18
 DK4965  NAD 83(2011) X  -     61,289.172 (meters)                     COMP
 DK4965  NAD 83(2011) Y  - -4,561,219.710 (meters)                     COMP
 DK4965  NAD 83(2011) Z  -  4,443,270.913 (meters)                     COMP
 DK4965  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 DK4965
 DK4965  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4965  Standards:
 DK4965         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4965            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4965  -------------------------------------------------------------------
 DK4965  NETWORK    0.33   0.29           0.15   0.11   0.15      0.06954502
 DK4965  -------------------------------------------------------------------
 DK4965  Click here for local accuracies and other accuracy information.
 DK4965
 DK4965.The horizontal coordinates were established by GPS observations
 DK4965.and adjusted by the National Geodetic Survey in June 2012.
 DK4965
 DK4965.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4965.been affixed to the stable North American tectonic plate. See 
 DK4965.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4965
 DK4965.The horizontal coordinates are valid at the epoch date displayed above
 DK4965.which is a decimal equivalence of Year/Month/Day.
 DK4965
 DK4965.The orthometric height was determined by GPS observations and a
 DK4965.high-resolution geoid model using precise GPS observation and
 DK4965.processing techniques.
 DK4965
 DK4965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4965.GEOID18 height accuracy estimate available here.
 DK4965
 DK4965.Click photographs - Photos may exist for this station.
 DK4965
 DK4965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4965
 DK4965.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4965
 DK4965.The ellipsoidal height was determined by GPS observations
 DK4965.and is referenced to NAD 83.
 DK4965
 DK4965. The following values were computed from the NAD 83(2011) position.
 DK4965
 DK4965;                    North         East     Units Scale Factor Converg.
 DK4965;SPC WI C     -    67,625.677   661,285.561   MT  0.99996960   +0 32 35.4
 DK4965;SPC WI C     -   221,868.58  2,169,567.71   sFT  0.99996960   +0 32 35.4
 DK4965;UTM  16      - 4,923,087.144   322,522.373   MT  0.99998737   -1 33 42.7
 DK4965
 DK4965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4965!SPC WI C     -   0.99995629  x   0.99996960  =   0.99992589
 DK4965!UTM  16      -   0.99995629  x   0.99998737  =   0.99994366
 DK4965
 DK4965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2252223087(NAD 83)
 DK4965
 DK4965                          SUPERSEDED SURVEY CONTROL
 DK4965
 DK4965  NAD 83(2007)-  44 26 21.52404(N)    089 13 48.58452(W) AD(2002.00) 1
 DK4965  ELLIP H (07/29/08)  278.807  (m)                       GP(2002.00) 3 1
 DK4965  NAVD 88 (07/29/08)  315.00   (m)  GEOID03  model used  GPS OBS        
 DK4965
 DK4965.Superseded values are not recommended for survey control.
 DK4965
 DK4965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4965.See file dsdata.pdf to determine how the superseded data were derived.
 DK4965
 DK4965_MARKER: DD = SURVEY DISK
 DK4965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4965_STAMPING: AMHERST E GPS 2005
 DK4965_MARK LOGO: WIDT
 DK4965_PROJECTION: FLUSH
 DK4965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4965+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2010
 DK4965
 DK4965  HISTORY     - Date     Condition        Report By
 DK4965  HISTORY     - 2004     MONUMENTED       WIDT
 DK4965  HISTORY     - 20060905 GOOD             WIDT
 DK4965  HISTORY     - 20101013 GOOD             WIDT
 DK4965
 DK4965                          STATION DESCRIPTION
 DK4965
 DK4965'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK4965'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DK4965'HIGHWAY T ABOUT 4 MI (6.4 KM) SOUTHEAST OF THE VILLAGE OF AMHERST, GO
 DK4965'NORTHERLY ON COUNTY HIGHWAY T FOR 2.45 MI (3.9 KM) TO THE JUNCTION OF
 DK4965'COUNTY HIGHWAY T WITH COUNTY HIGHWAY V, CONTINUE EAST ON COUNTY
 DK4965'HIGHWAY V FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.  THE STATION
 DK4965'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DK4965'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DK4965'CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DK4965'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.2 M (30.2 FT) NORTH
 DK4965'OF THE CENTERLINE OF COUNTY HIGHWAY V, 40.4 M (132.5 FT) WEST OF A
 DK4965'WOOD POST FOR A --JCT COUNTY T-- SIGN, 26.5 M (86.9 FT) NORTHEAST OF A
 DK4965'POWER POLE, 2 M (6.6 FT) SOUTH OF AN AGRICULTURAL FIELD, AND 1.0 M
 DK4965'(3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DK4965'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK4965'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK4965
 DK4965                          STATION RECOVERY (2010)
 DK4965
 DK4965'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK4965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4369 ***********************************************************************
 DJ4369  DESIGNATION -  AMHERST JUNCTION GPS
 DJ4369  PID         -  DJ4369
 DJ4369  STATE/COUNTY-  WI/PORTAGE
 DJ4369  COUNTRY     -  US
 DJ4369  USGS QUAD   -  AMHERST (2018)
 DJ4369
 DJ4369                         *CURRENT SURVEY CONTROL
 DJ4369  ______________________________________________________________________
 DJ4369* NAD 83(2011) POSITION- 44 27 33.35972(N) 089 18 02.21738(W)   ADJUSTED
 DJ4369* NAD 83(2011) ELLIP HT-   296.782 (meters)        (06/27/12)   ADJUSTED
 DJ4369* NAD 83(2011) EPOCH   -  2010.00
 DJ4369* NAVD 88 ORTHO HEIGHT -   332.954 (meters)     1092.37  (feet) ADJUSTED
 DJ4369  ______________________________________________________________________
 DJ4369  GEOID HEIGHT    -        -36.166 (meters)                     GEOID18
 DJ4369  NAD 83(2011) X  -     55,661.623 (meters)                     COMP
 DJ4369  NAD 83(2011) Y  - -4,559,751.768 (meters)                     COMP
 DJ4369  NAD 83(2011) Z  -  4,444,866.499 (meters)                     COMP
 DJ4369  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 DJ4369  DYNAMIC HEIGHT  -        332.892 (meters)     1092.16  (feet) COMP
 DJ4369  MODELED GRAVITY -    980,424.0   (mgal)                       NAVD 88
 DJ4369
 DJ4369  VERT ORDER      -  SECOND    CLASS I
 DJ4369
 DJ4369  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4369  Standards:
 DJ4369         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4369            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4369  -------------------------------------------------------------------
 DJ4369  NETWORK    0.35   0.31           0.16   0.12   0.16      0.08048125
 DJ4369  -------------------------------------------------------------------
 DJ4369  Click here for local accuracies and other accuracy information.
 DJ4369
 DJ4369.The horizontal coordinates were established by GPS observations
 DJ4369.and adjusted by the National Geodetic Survey in June 2012.
 DJ4369
 DJ4369.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4369.been affixed to the stable North American tectonic plate. See 
 DJ4369.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4369
 DJ4369.The horizontal coordinates are valid at the epoch date displayed above
 DJ4369.which is a decimal equivalence of Year/Month/Day.
 DJ4369
 DJ4369.The orthometric height was determined by differential leveling and
 DJ4369.adjusted by the WI DEPT OF TRANSP
 DJ4369.in May 2012.
 DJ4369
 DJ4369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4369.GEOID18 height accuracy estimate available here.
 DJ4369
 DJ4369.Click photographs - Photos may exist for this station.
 DJ4369
 DJ4369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4369
 DJ4369.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4369
 DJ4369.The ellipsoidal height was determined by GPS observations
 DJ4369.and is referenced to NAD 83.
 DJ4369
 DJ4369.The dynamic height is computed by dividing the NAVD 88
 DJ4369.geopotential number by the normal gravity value computed on the
 DJ4369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4369.degrees latitude (g = 980.6199 gals.).
 DJ4369
 DJ4369.The modeled gravity was interpolated from observed gravity values.
 DJ4369
 DJ4369. The following values were computed from the NAD 83(2011) position.
 DJ4369
 DJ4369;                    North         East     Units Scale Factor Converg.
 DJ4369;SPC WI C     -    69,792.135   655,657.896   MT  0.99996702   +0 29 36.5
 DJ4369;SPC WI C     -   228,976.36  2,151,104.28   sFT  0.99996702   +0 29 36.5
 DJ4369;UTM  16      - 4,925,458.938   316,977.915   MT  1.00001196   -1 36 42.5
 DJ4369
 DJ4369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4369!SPC WI C     -   0.99995347  x   0.99996702  =   0.99992049
 DJ4369!UTM  16      -   0.99995347  x   1.00001196  =   0.99996543
 DJ4369
 DJ4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1697725458(NAD 83)
 DJ4369
 DJ4369                          SUPERSEDED SURVEY CONTROL
 DJ4369
 DJ4369  NAD 83(2007)-  44 27 33.35979(N)    089 18 02.21817(W) AD(2002.00) 1
 DJ4369  ELLIP H (07/29/08)  296.820  (m)                       GP(2002.00) 3 1
 DJ4369  NAVD 88             332.93   (m)         1092.3    (f) LEVELING    3  
 DJ4369  NAVD 88 (07/08/08)  332.930  (m)         1092.29   (f) SUPERSEDED  2 1
 DJ4369
 DJ4369.Superseded values are not recommended for survey control.
 DJ4369
 DJ4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4369.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4369
 DJ4369_MARKER: DD = SURVEY DISK
 DJ4369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4369_STAMPING: AMHERST JUNCTION GPS 2005
 DJ4369_MARK LOGO: WIDT
 DJ4369_PROJECTION: FLUSH
 DJ4369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4369+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2010
 DJ4369
 DJ4369  HISTORY     - Date     Condition        Report By
 DJ4369  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4369  HISTORY     - 20060905 GOOD             WIDT
 DJ4369  HISTORY     - 20101013 GOOD             WIDT
 DJ4369
 DJ4369                          STATION DESCRIPTION
 DJ4369
 DJ4369'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4369'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 161, COUNTY
 DJ4369'HIGHWAY Q, AND COUNTY HIGHWAY KK JUST NORTH OF THE COMMUNITY OF
 DJ4369'AMHERST JUNCTION ABOUT 2 MI (3.2 KM) NORTHWEST OF THE VILLAGE OF
 DJ4369'AMHERST, GO SOUTHEAST ON COUNTY HIGHWAY KK FOR 1.0 MI (1.6 KM) TO THE
 DJ4369'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4369'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4369'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4369'THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DJ4369'STATION IS 19.8 M (65.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY
 DJ4369'HIGHWAY KK, 32.2 M (105.6 FT) EAST OF A WOOD POST FOR A --STOP-- SIGN,
 DJ4369'2 M (6.6 FT) WEST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) EAST,
 DJ4369'NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DJ4369'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4369'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4369
 DJ4369                          STATION RECOVERY (2010)
 DJ4369
 DJ4369'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4369'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 6.7 M SOUTHEAST OF
 DJ4369'THE CENTERLINE OF A FIELD ENTRANCE AND EXTENDED CENTERLINE OF
 DJ4369'TIMBERLINE COURT AND 6.7 M NORTHEAST OF THE SOUTHEAST END OF A 60-CM
 DJ4369'PIPE CULVERT UNDER THE FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1084 ***********************************************************************
 PN1084  DESIGNATION -  AMHERST MUN TANK
 PN1084  PID         -  PN1084
 PN1084  STATE/COUNTY-  WI/PORTAGE
 PN1084  COUNTRY     -  US
 PN1084  USGS QUAD   -  AMHERST (2018)
 PN1084
 PN1084                         *CURRENT SURVEY CONTROL
 PN1084  ______________________________________________________________________
 PN1084* NAD 83(1991) POSITION- 44 26 57.64516(N) 089 17 30.70194(W)   ADJUSTED
 PN1084  ______________________________________________________________________
 PN1084  GEOID HEIGHT    -        -36.183 (meters)                     GEOID18
 PN1084  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 PN1084  HORZ ORDER      -  THIRD
 PN1084
 PN1084.The horizontal coordinates were established by classical geodetic methods
 PN1084.and adjusted by the National Geodetic Survey in November 1991.
 PN1084
 PN1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1084.GEOID18 height accuracy estimate available here.
 PN1084
 PN1084.Click photographs - Photos may exist for this station.
 PN1084
 PN1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1084
 PN1084. The following values were computed from the NAD 83(1991) position.
 PN1084
 PN1084;                    North         East     Units Scale Factor Converg.
 PN1084;SPC WI C     -    68,695.850   656,364.169   MT  0.99996829   +0 29 58.7
 PN1084;SPC WI C     -   225,379.63  2,153,421.44   sFT  0.99996829   +0 29 58.7
 PN1084;UTM  16      - 4,924,337.401   317,643.469   MT  1.00000897   -1 36 19.4
 PN1084
 PN1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1764324337(NAD 83)
 PN1084
 PN1084                          SUPERSEDED SURVEY CONTROL
 PN1084
 PN1084  NAD 83(1986)-  44 26 57.64295(N)    089 17 30.71052(W) AD(       ) 3
 PN1084  NAD 27      -  44 26 57.73517(N)    089 17 30.30948(W) AD(       ) 3
 PN1084
 PN1084.Superseded values are not recommended for survey control.
 PN1084
 PN1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1084.See file dsdata.pdf to determine how the superseded data were derived.
 PN1084
 PN1084_MARKER: 53 = ELEVATED TANK
 PN1084_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1084
 PN1084  HISTORY     - Date     Condition        Report By
 PN1084  HISTORY     - 1980     FIRST OBSERVED   NGS
 PN1084  HISTORY     - 20030122 GOOD             USPSQD
 PN1084
 PN1084                          STATION DESCRIPTION
 PN1084
 PN1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1084'THE STATION, IS THE APEX OF VENT, OF THE AMHERST MUNICIPAL WATER
 PN1084'TANK.  IT HAS A CYLINDRICAL BODY, A DOME SHAPED TOP WITH    ITH
 PN1084'A HEMISPHERICAL BOTTOM,
 PN1084'FOUR TRUSS-WORK TYPE LEGS, PAINTED SILVER IN COLOR AND
 PN1084'APPROXIMATELY 120 FEET IN HEIGHT.
 PN1084'0WNERSHIP--THE CITY OF AMHERST, WISCONSIN.
 PN1084'
 PN1084'THE STATION IS LOCATED ABOUT 0.35 MILE WEST OF THE CENTER OF
 PN1084'AMHERST, 0.15 MILE SOUTH OF COUNTY ROUTE B, 0.05 MILE EAST OF U.S.
 PN1084'HIGHWAY 10 AND 80 FEET SOUTH OF THE CENTER OF LINCOLN STREET.
 PN1084
 PN1084                          STATION RECOVERY (2003)
 PN1084
 PN1084'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1084'RECOVERED IN GOOD CONDITION.  AMHERT IS WRITTEN IN BLACK LETTERS ON
 PN1084'THE SIDE OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0436 ***********************************************************************
 PN0436  DESIGNATION -  AMHERST RESET
 PN0436  PID         -  PN0436
 PN0436  STATE/COUNTY-  WI/PORTAGE
 PN0436  COUNTRY     -  US
 PN0436  USGS QUAD   -  AMHERST (2018)
 PN0436
 PN0436                         *CURRENT SURVEY CONTROL
 PN0436  ______________________________________________________________________
 PN0436* NAD 83(1991) POSITION- 44 28 10.71293(N) 089 18 30.13615(W)   ADJUSTED
 PN0436* NAVD 88 ORTHO HEIGHT -   343.242 (meters)     1126.12  (feet) ADJUSTED
 PN0436  ______________________________________________________________________
 PN0436  GEOID HEIGHT    -        -36.153 (meters)                     GEOID18
 PN0436  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 PN0436  DYNAMIC HEIGHT  -        343.179 (meters)     1125.91  (feet) COMP
 PN0436  MODELED GRAVITY -    980,424.4   (mgal)                       NAVD 88
 PN0436
 PN0436  HORZ ORDER      -  FIRST
 PN0436  VERT ORDER      -  FIRST     CLASS II
 PN0436
 PN0436.The horizontal coordinates were established by classical geodetic methods
 PN0436.and adjusted by the National Geodetic Survey in November 1991.
 PN0436
 PN0436.The orthometric height was determined by differential leveling and
 PN0436.adjusted by the NATIONAL GEODETIC SURVEY
 PN0436.in June 1991.
 PN0436
 PN0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0436.GEOID18 height accuracy estimate available here.
 PN0436
 PN0436.Click photographs - Photos may exist for this station.
 PN0436
 PN0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0436
 PN0436.The dynamic height is computed by dividing the NAVD 88
 PN0436.geopotential number by the normal gravity value computed on the
 PN0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0436.degrees latitude (g = 980.6199 gals.).
 PN0436
 PN0436.The modeled gravity was interpolated from observed gravity values.
 PN0436
 PN0436. The following values were computed from the NAD 83(1991) position.
 PN0436
 PN0436;                    North         East     Units Scale Factor Converg.
 PN0436;SPC WI C     -    70,939.751   655,030.922   MT  0.99996573   +0 29 16.8
 PN0436;SPC WI C     -   232,741.50  2,149,047.28   sFT  0.99996573   +0 29 16.8
 PN0436;UTM  16      - 4,926,628.868   316,393.497   MT  1.00001459   -1 37 03.1
 PN0436
 PN0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0436!SPC WI C     -   0.99995185  x   0.99996573  =   0.99991758
 PN0436!UTM  16      -   0.99995185  x   1.00001459  =   0.99996644
 PN0436
 PN0436:                Primary Azimuth Mark                     Grid Az
 PN0436:SPC WI C     -  AMY                                      152 35 17.9
 PN0436:UTM  16      -  AMY                                      154 41 37.8
 PN0436
 PN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1639326628(NAD 83)
 PN0436
 PN0436|---------------------------------------------------------------------|
 PN0436| PID    Reference Object                     Distance      Geod. Az  |
 PN0436|                                                           dddmmss.s |
 PN0436| PN1085 AMY                                 APPROX. 2.7 KM 1530434.7 |
 PN0436| CJ7999 AMHERST RM 1                         22.469 METERS 15332     |
 PN0436| CJ8000 AMHERST RM 2                         30.309 METERS 24059     |
 PN0436|---------------------------------------------------------------------|
 PN0436
 PN0436                          SUPERSEDED SURVEY CONTROL
 PN0436
 PN0436  NAD 83(1986)-  44 28 10.71037(N)    089 18 30.14537(W) AD(       ) 1
 PN0436  NAD 27      -  44 28 10.80900(N)    089 18 29.74700(W) AD(       ) 1
 PN0436  NGVD 29 (??/??/92)  343.248  (m)         1126.14   (f) ADJ UNCH    1 2
 PN0436  NGVD 29             343.25   (m)         1126.1    (f) LEVELING    3  
 PN0436
 PN0436.Superseded values are not recommended for survey control.
 PN0436
 PN0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0436.See file dsdata.pdf to determine how the superseded data were derived.
 PN0436
 PN0436_MARKER: DH = HORIZONTAL CONTROL DISK
 PN0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0436_STAMPING: 1126.139 AMHERST 1926 1980
 PN0436_MARK LOGO: NGS
 PN0436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0436+STABILITY: SURFACE MOTION
 PN0436
 PN0436  HISTORY     - Date     Condition        Report By
 PN0436  HISTORY     - 1926     MONUMENTED       CGS
 PN0436  HISTORY     - 1930     GOOD             CGS
 PN0436  HISTORY     - 1934     GOOD             CGS
 PN0436  HISTORY     - 1977     SEE DESCRIPTION  WIDT
 PN0436  HISTORY     - 1980     GOOD             NGS
 PN0436  HISTORY     - 1980     GOOD             NGS
 PN0436  HISTORY     - 19950904 GOOD             USPSQD
 PN0436  HISTORY     - 20001021 GOOD             USPSQD
 PN0436
 PN0436                          STATION DESCRIPTION
 PN0436
 PN0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0436'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY LOCATED 260 METERS
 PN0436'EAST OF THE DEPOT AT AMHERST JUNCTION, ABOUT 25 FEET NORTH OF
 PN0436'RIGHT-OF-WAY FENCE, ON TANGENT OF SOUTH RAIL, 207 METERS EAST OF POINT
 PN0436'OF TANGENCY, 99 METERS EAST OF THE CROSSING OF STATE TRUNK HIGHWAY 18.
 PN0436'
 PN0436'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 PN0436
 PN0436                          STATION RECOVERY (1930)
 PN0436
 PN0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0436'STATION MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN0436'ADEQUATE.
 PN0436
 PN0436                          STATION RECOVERY (1934)
 PN0436
 PN0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0436'RECOVERED IN GOOD CONDITION.
 PN0436
 PN0436                          STATION RECOVERY (1977)
 PN0436
 PN0436'RECOVERY NOTE BY WI DEPT OF TRANSP 1977 (GFN)
 PN0436'AMHERST 1926 SURFACE MONUMENT REMOVED.  UNDERGROUND MARK GOOD.
 PN0436'
 PN0436'SURFACE MONUMENT REMOVED AND LAYED ASIDE RAILROAD RIGHT OF WAY FENCE.
 PN0436'ELECTRONIC DIST. MEASUREMENT MADE FROM CABECA 1926.  EXCAVATED AND
 PN0436'RECOVERED UNDERGROUND MONUMENT IN GOOD CONDITION.  STATION LOCATED IN
 PN0436'A TILLED FIELD.  SUGGEST ESTABLISHMENT OF WITNESS MONUMENTS, TO
 PN0436'UNDERGROUND STATION, BE PLACED ALONG RAILROAD RIGHT-OF-WAY.
 PN0436'
 PN0436'DISTANCE AND DIRECTION FROM NEAREST TOWN--AMHERST JUNCTION.
 PN0436
 PN0436                          STATION RECOVERY (1980)
 PN0436
 PN0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN0436'THE SURFACE MARK OF THE STATION HAD BEEN DESTROYED, BUT THE
 PN0436'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION AND A NEW SURFACE
 PN0436'MARK WAS SET.  THERE WERE NO OLD REFERENCE MARKS AT THIS STATION, SO
 PN0436'REFERENCE MARKS 1 AND 2 WERE SET AT THIS TIME.
 PN0436'
 PN0436'THE STATION IS LOCATED ALONG THE GREEN BAY AND WESTERN RAILWAY AT
 PN0436'AMHERST JUNCTION.  OWNERSHIP--GREEN BAY AND WESTERN RAILWAY.
 PN0436'
 PN0436'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10, STATE
 PN0436'HIGHWAY 161, AND COUNTY ROUTE Q IN AMHERST JUNCTION, GO SOUTHWEST ON
 PN0436'U.S. HIGHWAY 10 FOR ABOUT 200 FEET TO A DRIVEWAY ON THE LEFT LEADING
 PN0436'TO ERNIES BODY SHOP AND SERVICE STATION.  TURN LEFT AND GO ABOUT 100
 PN0436'FEET TO THE SOUTHEAST CORNER OF THE BIULDING.  HERE TURN RIGHT AND
 PN0436'FOLLOW A FIELD ROAD ALONG THE SOUTHWEST SIDE OF A FIELD FOR 0.15 MILE
 PN0436'TO A JUNCTION OF A SPUR TRACK AND THE MAIN SET OF TRACKS AND THE
 PN0436'STATION AS DESCRIBED.
 PN0436'
 PN0436'THE STATION IS A STANDARD NGS DISK STAMPED---AMHERST 1926 1980---,
 PN0436'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0436'PROJECTING 11 CM ABOVE THE GROUND.  IT IS LOCATED 011.42 METERS
 PN0436'(37.45 FT) NORTH FROM THE NORTH RAIL OF A SPUR LINE, 0.485 METER
 PN0436'(1.6 FT) SOUTHEAST FROM A METAL WITNESS POST, AND 0.457 METER (1.5 FT)
 PN0436'NORTHWEST FROM A METAL WITNESS POST.
 PN0436'
 PN0436'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---AMHERST 1926---,
 PN0436'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PN0436'
 PN0436'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 PN0436'---AMHERST 1926 NO 1 1980---, SET INTO THE TOP OF A ROUND CONCRETE
 PN0436'MONUMENT 30 CM IN DIAMETER PROJECTING 7 CM ABOVE THE GROUND.  IT IS
 PN0436'LOCATED 19.00 METERS (62.35 FT) EAST-NORTHEAST FROM A RAILROAD TURN
 PN0436'SWITCH, 08.6 METERS (28.2 FT) NORTH FROM THE NORTH RAIL OF A SET OF 2
 PN0436'TRACKS, AND 0.838 METER (02.75 FT) EAST FROM A METAL WITNESS POST.
 PN0436'THE MARK IS BELOW STATION 0.5 METERS.
 PN0436'
 PN0436'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 PN0436'---AMHERST 1926 NO 2 1980---, SET INTO THE TOP OF A ROUND CONCRETE
 PN0436'MONUMENT 30 CM IN DIAMETER PROJECTING 8 CM ABOVE THE GROUND.  IT IS
 PN0436'LOCATED 02.4 METERS (07.9 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST RAIL
 PN0436'OF A SPUR LINE, 02.2 METERS (07.2 FT) NORTH-NORTHEAST FROM THE
 PN0436'NORTHEAST RAIL OF A SIDE TRACK, AND 00.70 METER (02.3 FT) EAST FROM A
 PN0436'METAL WITNESS POST.  THE MARK IS BELOW STATION 0.5 METERS.
 PN0436'
 PN0436'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 16.3 METERS.
 PN0436
 PN0436                          STATION RECOVERY (1980)
 PN0436
 PN0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PN0436'AT AMHERST JUNCTION, PORTAGE COUNTY, 850 FEET EAST OF THE GREEN
 PN0436'BAY AND WESTERN RAILROAD STATION, AT A CURVE, IN LINE WITH THE
 PN0436'SOUTH RAIL OF THE TANGENT, 679 FEET EAST OF THE POINT OF
 PN0436'CURVATURE, 325 FEET EAST OF THE UNDERGRADE CROSSING OF U.S.
 PN0436'HIGHWAY 10, AND 30 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 PN0436'STANDARD TRAVERSE-STATION DISK, STAMPED 1126.139 AMHERST 1926
 PN0436'AND SET IN THE TOP OF A CONCRETE POST.
 PN0436
 PN0436                          STATION RECOVERY (1995)
 PN0436
 PN0436'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0436'RECOVERED IN GOOD CONDITION.
 PN0436
 PN0436                          STATION RECOVERY (2000)
 PN0436
 PN0436'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN0436'REFERENCE MARK 1 - GOOD.  REFERENCE MARK2 - GOOD. DISCRIPTION CHANGE=
 PN0436'FROM JUNCTION OF US 10 AND CO. Q, GO NORTH 0.1 MITO HARVEST LANE. GO
 PN0436'EAST OVER RAILROAD, TURN SOUTH INTO FIELD AND FOLLOW FIELD LANE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0868 ***********************************************************************
 RM0868  DESIGNATION -  AMIN
 RM0868  PID         -  RM0868
 RM0868  STATE/COUNTY-  WI/DOUGLAS
 RM0868  COUNTRY     -  US
 RM0868  USGS QUAD   -  POPLAR NE (2018)
 RM0868
 RM0868                         *CURRENT SURVEY CONTROL
 RM0868  ______________________________________________________________________
 RM0868* NAD 83(1996) POSITION- 46 41 20.68137(N) 091 51 24.95284(W)   ADJUSTED
 RM0868* NAVD 88 ORTHO HEIGHT -   201.    (meters)      659.    (feet) SCALED
 RM0868  ______________________________________________________________________
 RM0868  GEOID HEIGHT    -        -28.453 (meters)                     GEOID18
 RM0868  LAPLACE CORR    -         -4.69  (seconds)                    DEFLEC18
 RM0868  HORZ ORDER      -  FIRST
 RM0868
 RM0868.The horizontal coordinates were established by classical geodetic methods
 RM0868.and adjusted by the National Geodetic Survey in March 1999.
 RM0868
 RM0868.The orthometric height was scaled from a topographic map.
 RM0868
 RM0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0868.GEOID18 height accuracy estimate available here.
 RM0868
 RM0868.Click photographs - Photos may exist for this station.
 RM0868
 RM0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0868
 RM0868. The following values were computed from the NAD 83(1996) position.
 RM0868
 RM0868;                    North         East     Units Scale Factor Converg.
 RM0868;SPC WI N     -   170,873.459   457,966.856   MT  0.99998674   -1 20 22.3
 RM0868;SPC WI N     -   560,607.34  1,502,512.93   sFT  0.99998674   -1 20 22.3
 RM0868;UTM  15      - 5,171,247.892   587,404.961   MT  0.99969390   +0 49 54.5
 RM0868
 RM0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0868!SPC WI N     -   0.99997295  x   0.99998674  =   0.99995969
 RM0868!UTM  15      -   0.99997295  x   0.99969390  =   0.99966686
 RM0868
 RM0868:                Primary Azimuth Mark                     Grid Az
 RM0868:SPC WI N     -  SUPERIOR                                 256 44 20.8
 RM0868:UTM  15      -  SUPERIOR                                 254 34 04.0
 RM0868
 RM0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8740471247(NAD 83)
 RM0868
 RM0868|---------------------------------------------------------------------|
 RM0868| PID    Reference Object                     Distance      Geod. Az  |
 RM0868|                                                           dddmmss.s |
 RM0868| CJ1775 AMIN RM 1                            28.030 METERS 22230     |
 RM0868| RN1689 SUPERIOR                            APPROX.18.1 KM 2552358.5 |
 RM0868| CJ1776 AMIN RM 2                            27.337 METERS 32030     |
 RM0868|---------------------------------------------------------------------|
 RM0868
 RM0868                          SUPERSEDED SURVEY CONTROL
 RM0868
 RM0868  NAD 83(1991)-  46 41 20.68196(N)    091 51 24.95095(W) AD(       ) 1
 RM0868  NAD 83(1986)-  46 41 20.67585(N)    091 51 24.94927(W) AD(       ) 1
 RM0868  NAD 27      -  46 41 20.89500(N)    091 51 24.27300(W) AD(       ) 1
 RM0868
 RM0868.Superseded values are not recommended for survey control.
 RM0868
 RM0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0868.See file dsdata.pdf to determine how the superseded data were derived.
 RM0868
 RM0868_MARKER: DS = TRIANGULATION STATION DISK
 RM0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0868_STAMPING: AMIN 1952
 RM0868_MARK LOGO: CGS
 RM0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0868+STABILITY: SURFACE MOTION
 RM0868
 RM0868  HISTORY     - Date     Condition        Report By
 RM0868  HISTORY     - 1952     MONUMENTED       CGS
 RM0868  HISTORY     - 1953     GOOD             CGS
 RM0868  HISTORY     - 1959     GOOD             CGS
 RM0868  HISTORY     - 1977     GOOD             NGS
 RM0868
 RM0868                          STATION DESCRIPTION
 RM0868
 RM0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 RM0868'THE STATION IS LOCATED ABOUT 8 MILES EAST OF THE CENTER OF
 RM0868'SUPERIOR AND 0.2 MILE SOUTH OF THE SOUTH SHORE OF LAKE SUPERIOR.
 RM0868'IT IS 43 FEET SOUTHEAST OF THE INTERSECTION OF ROAD FORKS,
 RM0868'20 FEET SOUTH OF A 8 INCH POPLAR TREE WITH A TRIANGLE BLAZE
 RM0868'AND 5 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6
 RM0868'INCHES AND THE DISK IS STAMPED AMIN 1952.
 RM0868'
 RM0868'REFERENCE MARK NO. 1 IS 21 FEET WEST OF THE CENTERLINE OF A
 RM0868'NORTH AN SOUTH DIRT ROAD.  THE MARK PROJECTS 8 INCHES AND
 RM0868'THE DISK IS STAMPED AMIN NO 1 1952.
 RM0868'
 RM0868'REFERENCE MARK NO. 2 IS 12 FEET WEST OF THE CENTERLINE OF A
 RM0868'NORTH AN SOUTH DIRT ROAD.  THE MARK PROJECTS 6 INCHES AND
 RM0868'THE DISK IS STAMPED AMIN NO 2 1952.
 RM0868'
 RM0868'TO REACH FROM THE COURTHOUSE IN SUPERIOR, GO EAST ON U.S.
 RM0868'HIGHWAY 53, 2 AND STATE HIGHWAY 13 FOR 7.85 MILES TO WHERE
 RM0868'STATE HIGHWAY 13 GOES EAST.  TURN LEFT (EAST) ON STATE HIGHWAY
 RM0868'13 AND GO 6.5 MILES TO A CROSSROAD AND A SIGN ON LEFT SAGES
 RM0868'FRESH FISH, BOATS.  TURN LEFT AND GO NORTH-NORTHWEST FOR 1.95
 RM0868'MILES TO WHERE ROAD TURNS RIGHT.  TURN RIGHT (NORTH) AND GO
 RM0868'1.35 MILES TO STATION SITE ON RIGHT AS DESCRIBED.
 RM0868'
 RM0868'THERE WAS NO SUITABLE LOCATION FOUND FOR A AZIMUTH MARK.
 RM0868'
 RM0868'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RM0868
 RM0868                          STATION RECOVERY (1953)
 RM0868
 RM0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0868'THE STATION WAS RECOVERED AS DESCRIBED IN 1952 AND ALL MARKS
 RM0868'WERE FOUND IN GOOD CONDITION.
 RM0868'
 RM0868'THE 1952 DESCRIPTION IS ADEQUATE.
 RM0868
 RM0868                          STATION RECOVERY (1959)
 RM0868
 RM0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 RM0868'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AS DESCRIBED
 RM0868'AND FOUND TO BE IN GOOD CONDITION.
 RM0868'
 RM0868'REFERENCE MARK NO. 1 FOUND WITH THE TOP BROKEN OFF.
 RM0868
 RM0868                          STATION RECOVERY (1977)
 RM0868
 RM0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0868'STATION, REFERENCE MARK NUMBER 1 WAS RECOVERED AND FOUND IN
 RM0868'GOOD CONDITION, IN THE 1959 RECOVERY NOTE, IT WAS SAID THE NUMBER
 RM0868'1 REFERENCE MARK WAS DESTROYED, BY THE TOP BEENING BROKEN
 RM0868'OFF.  REFERENCE MARK NUMBER 2 WAS NOT RECOVERED.  THERE IS
 RM0868'A TRANSMISSION LINE OVER THE STATION MARK NOW.  IT WOULD REQUIRE
 RM0868'A REFERENCE MARK NUMBER 3 SET WEST OF STATION AND A TOWER
 RM0868'REQUIRED FOR THIS STATION TO BE USED.
 RM0868'
 RM0868'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 RM0868'13 ABOUT 8 MILES EAST OF SUPERIOR, GO NORTH ON STATE HIGHWAY
 RM0868'13 FOR 6.5 MILES TO A CROSSROAD.  TURN LEFT ON AMNICON ROAD AND
 RM0868'GO FOR 1.95 MILES TO WHERE THE ROAD TURNS RIGHT, TURN RIGHT
 RM0868'AND GO FOR 1.35 MILE TO A FORK AND THE STATION ON THE RIGHT.
 RM0868'
 RM0868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0868'ABOUT 8 MILES EAST OF SUPERIOR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0869 ***********************************************************************
 RM0869  DESIGNATION -  AMINICON RIVER
 RM0869  PID         -  RM0869
 RM0869  STATE/COUNTY-  WI/DOUGLAS
 RM0869  COUNTRY     -  US
 RM0869  USGS QUAD   -  POPLAR NE (2018)
 RM0869
 RM0869                         *CURRENT SURVEY CONTROL
 RM0869  ______________________________________________________________________
 RM0869* NAD 83(1996) POSITION- 46 41 32.00571(N) 091 51 43.67093(W)   ADJUSTED
 RM0869* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 RM0869  ______________________________________________________________________
 RM0869  GEOID HEIGHT    -        -28.452 (meters)                     GEOID18
 RM0869  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 RM0869  HORZ ORDER      -  SECOND
 RM0869
 RM0869.The horizontal coordinates were established by classical geodetic methods
 RM0869.and adjusted by the National Geodetic Survey in March 1999.
 RM0869
 RM0869.The orthometric height was scaled from a topographic map.
 RM0869
 RM0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0869.GEOID18 height accuracy estimate available here.
 RM0869
 RM0869.Click photographs - Photos may exist for this station.
 RM0869
 RM0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0869
 RM0869. The following values were computed from the NAD 83(1996) position.
 RM0869
 RM0869;                    North         East     Units Scale Factor Converg.
 RM0869;SPC WI N     -   171,232.355   457,577.429   MT  0.99998724   -1 20 35.8
 RM0869;SPC WI N     -   561,784.82  1,501,235.28   sFT  0.99998724   -1 20 35.8
 RM0869;UTM  15      - 5,171,591.675   587,002.334   MT  0.99969304   +0 49 41.0
 RM0869
 RM0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0869!SPC WI N     -   0.99997562  x   0.99998724  =   0.99996286
 RM0869!UTM  15      -   0.99997562  x   0.99969304  =   0.99966866
 RM0869
 RM0869:                Primary Azimuth Mark                     Grid Az
 RM0869:SPC WI N     -  MINN PT SOUTH BASE                       281 48 59.9
 RM0869:UTM  15      -  MINN PT SOUTH BASE                       279 38 43.1
 RM0869
 RM0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8700271591(NAD 83)
 RM0869
 RM0869|---------------------------------------------------------------------|
 RM0869| PID    Reference Object                     Distance      Geod. Az  |
 RM0869|                                                           dddmmss.s |
 RM0869| RN1508 MINN PT SOUTH BASE                  APPROX.13.2 KM 2802824.1 |
 RM0869|---------------------------------------------------------------------|
 RM0869
 RM0869                          SUPERSEDED SURVEY CONTROL
 RM0869
 RM0869  NAD 83(1991)-  46 41 32.00624(N)    091 51 43.67077(W) AD(       ) 2
 RM0869  NAD 83(1986)-  46 41 32.00015(N)    091 51 43.66058(W) AD(       ) 2
 RM0869  NAD 27      -  46 41 32.21600(N)    091 51 42.99300(W) AD(       ) 2
 RM0869  USSD        -  46 41 32.46600(N)    091 51 42.84500(W) AD(       ) 3
 RM0869
 RM0869.Superseded values are not recommended for survey control.
 RM0869
 RM0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0869.See file dsdata.pdf to determine how the superseded data were derived.
 RM0869
 RM0869_MARKER: V = STONE MONUMENT
 RM0869_SETTING: 0 = UNSPECIFIED SETTING
 RM0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0869
 RM0869  HISTORY     - Date     Condition        Report By
 RM0869  HISTORY     - 1871     MONUMENTED       USLS
 RM0869
 RM0869                          STATION DESCRIPTION
 RM0869
 RM0869'DESCRIBED BY US LAKE SURVEY 1871
 RM0869'ABOUT ONE-FOURTH MILE WEST OF MOUTH OF AMINICON RIVER, CLOSE
 RM0869'TO SOUTH SHORE OF LAKE SUPERIOR.  SURFACE AND UNDERGROUND
 RM0869'MARKS ARE STONE POSTS.  TOP OF UPPER POST IS NEARLY FLUSH
 RM0869'WITH SURFACE.  TOP OF LOWER POST IS 3 FEET BELOW SURFACE.
 RM0869'REFERENCE MARKS ARE THREE BIRCH STUMPS, APPROXIMATELY NORTH,
 RM0869'SOUTH, AND WEST, CORRESPONDINGLY LETTERED ON BLAZED BY MEANS
 RM0869'OF NAILS, AND DISTANT, RESPECTIVELY, 14.08 FEET, 4.25 FEET,
 RM0869'AND 9.58 FEET FROM STATION.  LARGE PINE POST BEARING S. 50 DEG
 RM0869'54 MIN E. IS 30.43 FEET FROM STATION.  U.S. LAKE SURVEY
 RM0869'RECORDS ALSO CALL THIS STATION AMINICON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0708 ***********************************************************************
 RM0708  DESIGNATION -  AMNICON
 RM0708  PID         -  RM0708
 RM0708  STATE/COUNTY-  WI/ASHLAND
 RM0708  COUNTRY     -  US
 RM0708  USGS QUAD   -  AMNICON POINT (2018)
 RM0708
 RM0708                         *CURRENT SURVEY CONTROL
 RM0708  ______________________________________________________________________
 RM0708* NAD 83(1996) POSITION- 46 51 37.30955(N) 090 35 25.35952(W)   ADJUSTED
 RM0708* NAVD 88 ORTHO HEIGHT -   189.8   (meters)      623.    (feet) VERTCON3
 RM0708  ______________________________________________________________________
 RM0708  GEOID HEIGHT    -        -31.856 (meters)                     GEOID18
 RM0708  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 RM0708  HORZ ORDER      -  SECOND
 RM0708
 RM0708.The horizontal coordinates were established by classical geodetic methods
 RM0708.and adjusted by the National Geodetic Survey in March 1999.
 RM0708
 RM0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0708
 RM0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0708.GEOID18 height accuracy estimate available here.
 RM0708
 RM0708.Click photographs - Photos may exist for this station.
 RM0708
 RM0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0708
 RM0708. The following values were computed from the NAD 83(1996) position.
 RM0708
 RM0708;                    North         East     Units Scale Factor Converg.
 RM0708;SPC WI N     -   188,421.627   554,980.973   MT  1.00001848   -0 25 33.2
 RM0708;SPC WI N     -   618,179.95  1,820,800.08   sFT  1.00001848   -0 25 33.2
 RM0708;UTM  15      - 5,192,465.987   683,666.205   MT  1.00001463   +1 45 31.6
 RM0708
 RM0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0708!SPC WI N     -   0.99997524  x   1.00001848  =   0.99999372
 RM0708!UTM  15      -   0.99997524  x   1.00001463  =   0.99998987
 RM0708
 RM0708:                Primary Azimuth Mark                     Grid Az
 RM0708:SPC WI N     -  MICHIGAN ISLAND LIGHTHOUSE               080 36 25.6
 RM0708:UTM  15      -  MICHIGAN ISLAND LIGHTHOUSE               078 25 20.8
 RM0708
 RM0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8366692465(NAD 83)
 RM0708
 RM0708|---------------------------------------------------------------------|
 RM0708| PID    Reference Object                     Distance      Geod. Az  |
 RM0708|                                                           dddmmss.s |
 RM0708| RM0635 MICHIGAN ISLAND LIGHTHOUSE          APPROX. 7.2 KM 0801052.4 |
 RM0708|---------------------------------------------------------------------|
 RM0708
 RM0708                          SUPERSEDED SURVEY CONTROL
 RM0708
 RM0708  NAD 83(1991)-  46 51 37.30957(N)    090 35 25.35872(W) AD(       ) 2
 RM0708  NAD 83(1986)-  46 51 37.30172(N)    090 35 25.35195(W) AD(       ) 2
 RM0708  NAD 27      -  46 51 37.52573(N)    090 35 24.69621(W) AD(       ) 2
 RM0708  NGVD 29 (07/19/86)  189.8    (m)          623.     (f) VERT ANG       
 RM0708
 RM0708.Superseded values are not recommended for survey control.
 RM0708
 RM0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0708.See file dsdata.pdf to determine how the superseded data were derived.
 RM0708
 RM0708_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0708_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0708_STAMPING: AMNICON 1978
 RM0708_MARK LOGO: NGS
 RM0708_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0708
 RM0708  HISTORY     - Date     Condition        Report By
 RM0708  HISTORY     - 1978     MONUMENTED       NGS
 RM0708
 RM0708                          STATION DESCRIPTION
 RM0708
 RM0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0708'THE STATION IS LOCATED AT THE EAST END OF MADELINE ISLAND, ON
 RM0708'THE SHORELINE AT AMNICON BAY.  IT IS ON THE PROPERTY OF HUGH L.
 RM0708'TURRITIN, POST OFFICE BOX 159, LA POINTE, WISCONSIN 54850,
 RM0708'TELEPHONE NUMBER 715-747-3894.
 RM0708'
 RM0708'TO REACH FROM THE POST OFFICE IN LA POINTE AT THE FERRY LANDING,
 RM0708'TURN LEFT AT THE POST OFFICE AND GO NORTHEAST ON COUNTY ROAD H
 RM0708'FOR 10.4 MILES TO A T-JUNCTION.  TURN LEFT AND GO 1.3 MILES NORTH
 RM0708'ON A GRAVEL ROAD TO A T-JUNCTION.  TURN RIGHT ON THE DIRT ROAD
 RM0708'AND GO 0.6 MILE EAST TO A LARGE LOG BUILDING AND THE STATION.
 RM0708'
 RM0708'THE STATION IS A STANDARD NGS DISK STAMPED---AMNICON 1978---,
 RM0708'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE THAT PROJECTS 3
 RM0708'INCHES.  IT IS
 RM0708'244 FEET NORTHEAST FROM THE NORTHEAST CORNER OF THE LOG BUILDING,
 RM0708'34 FEET NORTH FROM A TRAIL LEADING TO THE BEACH,
 RM0708'13 FEET WEST FROM THE HIGH WATER LINE,
 RM0708'10.6 FEET SOUTHEAST FROM A BIRCH TREE WITH A TRIANGLE BLAZE, AND
 RM0708'3.6 FEET SOUTHEAST FROM A WITNESS SIGN ON A STEEL POST.
 RM0708'
 RM0708'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6093 ***********************************************************************
 DO6093  DESIGNATION -  AMNICON GPS
 DO6093  PID         -  DO6093
 DO6093  STATE/COUNTY-  WI/DOUGLAS
 DO6093  COUNTRY     -  US
 DO6093  USGS QUAD   -  POPLAR (2018)
 DO6093
 DO6093                         *CURRENT SURVEY CONTROL
 DO6093  ______________________________________________________________________
 DO6093* NAD 83(2011) POSITION- 46 33 14.65580(N) 091 51 49.79807(W)   ADJUSTED
 DO6093* NAD 83(2011) ELLIP HT-   306.908 (meters)        (04/30/14)   ADJUSTED
 DO6093* NAD 83(2011) EPOCH   -  2010.00
 DO6093* NAVD 88 ORTHO HEIGHT -   334.614 (meters)     1097.81  (feet) ADJUSTED
 DO6093  ______________________________________________________________________
 DO6093  GEOID HEIGHT    -        -27.702 (meters)                     GEOID18
 DO6093  NAD 83(2011) X  -   -142,912.403 (meters)                     COMP
 DO6093  NAD 83(2011) Y  - -4,391,697.083 (meters)                     COMP
 DO6093  NAD 83(2011) Z  -  4,608,038.605 (meters)                     COMP
 DO6093  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 DO6093  DYNAMIC HEIGHT  -        334.654 (meters)     1097.94  (feet) COMP
 DO6093  MODELED GRAVITY -    980,722.8   (mgal)                       NAVD 88
 DO6093
 DO6093  VERT ORDER      -  SECOND    CLASS I
 DO6093
 DO6093  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6093  Standards:
 DO6093         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6093            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6093  -------------------------------------------------------------------
 DO6093  NETWORK    0.31   0.45           0.14   0.11   0.23      0.02570631
 DO6093  -------------------------------------------------------------------
 DO6093  Click here for local accuracies and other accuracy information.
 DO6093
 DO6093.The horizontal coordinates were established by GPS observations
 DO6093.and adjusted by the WI DEPT OF TRANSP in April 2014.
 DO6093
 DO6093.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6093.been affixed to the stable North American tectonic plate. See 
 DO6093.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6093
 DO6093.The horizontal coordinates are valid at the epoch date displayed above
 DO6093.which is a decimal equivalence of Year/Month/Day.
 DO6093
 DO6093.The orthometric height was determined by differential leveling and
 DO6093.adjusted by the NATIONAL GEODETIC SURVEY
 DO6093.in February 2017.
 DO6093
 DO6093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6093.GEOID18 height accuracy estimate available here.
 DO6093
 DO6093.Click photographs - Photos may exist for this station.
 DO6093
 DO6093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6093
 DO6093.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6093
 DO6093.The ellipsoidal height was determined by GPS observations
 DO6093.and is referenced to NAD 83.
 DO6093
 DO6093.The dynamic height is computed by dividing the NAVD 88
 DO6093.geopotential number by the normal gravity value computed on the
 DO6093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6093.degrees latitude (g = 980.6199 gals.).
 DO6093
 DO6093.The modeled gravity was interpolated from observed gravity values.
 DO6093
 DO6093. The following values were computed from the NAD 83(2011) position.
 DO6093
 DO6093;                    North         East     Units Scale Factor Converg.
 DO6093;SPC WI N     -   155,882.445   457,086.937   MT  0.99996805   -1 20 40.3
 DO6093;SPC WI N     -   511,424.32  1,499,626.06   sFT  0.99996805   -1 20 40.3
 DO6093;UTM  15      - 5,156,238.563   587,093.492   MT  0.99969324   +0 49 29.8
 DO6093
 DO6093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6093!SPC WI N     -   0.99995189  x   0.99996805  =   0.99991994
 DO6093!UTM  15      -   0.99995189  x   0.99969324  =   0.99964515
 DO6093
 DO6093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8709356238(NAD 83)
 DO6093
 DO6093                          SUPERSEDED SURVEY CONTROL
 DO6093
 DO6093  NAVD 88 (07/25/13)  334.615  (m)         1097.82   (f) SUPERSEDED  2 1
 DO6093
 DO6093.Superseded values are not recommended for survey control.
 DO6093
 DO6093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6093.See file dsdata.pdf to determine how the superseded data were derived.
 DO6093
 DO6093_MARKER: DD = SURVEY DISK
 DO6093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6093_STAMPING: AMNICON GPS 2010
 DO6093_MARK LOGO: WIDT
 DO6093_PROJECTION: FLUSH
 DO6093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6093+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2013
 DO6093
 DO6093  HISTORY     - Date     Condition        Report By
 DO6093  HISTORY     - 2011     MONUMENTED       WIDT
 DO6093  HISTORY     - 20120529 GOOD             WIDT
 DO6093  HISTORY     - 20130901 GOOD             WIDT
 DO6093
 DO6093                          STATION DESCRIPTION
 DO6093
 DO6093'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6093'THE STATION IS LOCATED ABOUT 7.3 MI (11.8 KM) NORTH OF BENNETT, 6.8 MI
 DO6093'(10.9 KM) EAST-SOUTHEAST OF SOUTH RANGE AND 3.7 MI (6.0 KM)
 DO6093'WEST-SOUTHWEST OF POPLAR.
 DO6093'
 DO6093'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH COUNTY
 DO6093'HIGHWAY B LOCATED APPROXIMATELY 6 MI (9.7 KM) SOUTHWEST OF THE VILLAGE
 DO6093'OF POPLAR, GO NORTH ON U.S. HIGHWAY 53 FOR 3.8 MI (6.1 KM) TO BERG
 DO6093'PARK ROAD AND THE STATION ON THE LEFT.
 DO6093'
 DO6093'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6093'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6093'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6093'GROUND AND APPROXIMATELY 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DO6093'STATION IS 25.6 M (84.0 FT) WEST OF THE CENTERLINE OF SOUTHBOUND U.S.
 DO6093'HIGHWAY 53, 16.6 M (54.5 FT) NORTH OF THE CENTERLINE OF BERG PARK
 DO6093'ROAD, 36.3 M (119.1 FT) WEST OF A -DO NOT ENTER- SIGN, 12.1 M (39.7
 DO6093'FT) EAST OF A METAL POST FOR AN -ATV/SNOWMOBILE ROUTE- SIGN, AND
 DO6093'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD
 DO6093'POSTS.
 DO6093'
 DO6093'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6093'DEGREES ABOVE THE HORIZON.
 DO6093
 DO6093                          STATION RECOVERY (2013)
 DO6093
 DO6093'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (MEH)
 DO6093'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6095 ***********************************************************************
 DO6095  DESIGNATION -  AMNICON W 438
 DO6095  PID         -  DO6095
 DO6095  STATE/COUNTY-  WI/DOUGLAS
 DO6095  COUNTRY     -  US
 DO6095  USGS QUAD   -  SOUTH RANGE (2018)
 DO6095
 DO6095                         *CURRENT SURVEY CONTROL
 DO6095  ______________________________________________________________________
 DO6095* NAD 83(1986) POSITION- 46 35 26.76   (N) 091 53 53.41   (W)   HD_HELD1
 DO6095* NAVD 88 ORTHO HEIGHT -   289.645 (meters)      950.28  (feet) ADJUSTED
 DO6095  ______________________________________________________________________
 DO6095  GEOID HEIGHT    -        -27.912 (meters)                     GEOID18
 DO6095  DYNAMIC HEIGHT  -        289.677 (meters)      950.38  (feet) COMP
 DO6095  MODELED GRAVITY -    980,714.3   (mgal)                       NAVD 88
 DO6095
 DO6095  VERT ORDER      -  SECOND    CLASS I
 DO6095
 DO6095.The horizontal coordinates were determined by differentially corrected
 DO6095.hand held GPS observations or other comparable positioning techniques
 DO6095.and have an estimated accuracy of +/- 3 meters.
 DO6095
 DO6095.The orthometric height was determined by differential leveling and
 DO6095.adjusted by the NATIONAL GEODETIC SURVEY
 DO6095.in February 2017.
 DO6095
 DO6095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6095.GEOID18 height accuracy estimate available here.
 DO6095
 DO6095.Click photographs - Photos may exist for this station.
 DO6095
 DO6095.The dynamic height is computed by dividing the NAVD 88
 DO6095.geopotential number by the normal gravity value computed on the
 DO6095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6095.degrees latitude (g = 980.6199 gals.).
 DO6095
 DO6095.The modeled gravity was interpolated from observed gravity values.
 DO6095
 DO6095;                    North         East    Units  Estimated Accuracy
 DO6095;SPC WI N     -   160,022.7     454,552.1     MT  (+/- 3 meters HH1 GPS) 
 DO6095
 DO6095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8440460278(NAD 83)
 DO6095
 DO6095                          SUPERSEDED SURVEY CONTROL
 DO6095
 DO6095  NAVD 88 (07/25/13)  289.641  (m)          950.26   (f) SUPERSEDED  2 1
 DO6095
 DO6095.Superseded values are not recommended for survey control.
 DO6095
 DO6095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6095.See file dsdata.pdf to determine how the superseded data were derived.
 DO6095
 DO6095_MARKER: DD = SURVEY DISK
 DO6095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6095_STAMPING: AMNICON W 438 1996
 DO6095_MARK LOGO: WI-031
 DO6095_PROJECTION: FLUSH
 DO6095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6095+STABILITY: SURFACE MOTION
 DO6095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6095+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 DO6095
 DO6095  HISTORY     - Date     Condition        Report By
 DO6095  HISTORY     - 1996     MONUMENTED       WI-031
 DO6095  HISTORY     - 20120802 GOOD             WIDT
 DO6095
 DO6095                          STATION DESCRIPTION
 DO6095
 DO6095'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6095'THE STATION IS LOCATED ABOUT 6.1 MI (9.9 KM) SOUTHEAST OF PARKLAND,
 DO6095'4.8 MI (7.7 KM) WEST OF POPLAR AND 4.2 MI (6.8 KM) EAST-SOUTHEAST OF
 DO6095'SOUTH RANGE.
 DO6095'
 DO6095'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH U.S.
 DO6095'HIGHWAY 2 LOCATED APPROXIMATELY 5 MI (8.0 KM) NORTHWEST OF THE VILLAGE
 DO6095'OF POPLAR, GO SOUTH ON U.S. HIGHWAY 53 FOR 0.95 MI (1.5 KM) TO E
 DO6095'BAYFIELD ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DO6095'
 DO6095'THE STATION IS A BRONZE DOUGLAS COUNTY SURVEY DISK SET IN THE TOP OF A
 DO6095'30 CM (12 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE GROUND AND
 DO6095'APPROXIMATELY 3 M (9.8 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS
 DO6095'133 FT (40.5 M) WEST OF THE CENTERLINE OF SOUTHBOUND U.S. HIGHWAY 53,
 DO6095'109.5 FT (33.4 M) SOUTH OF THE CENTER OF E BAYFIELD ROAD ROAD, AND
 DO6095'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DO6095'WITNESS POSTS.
 DO6095'
 DO6095'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6095'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0877 ***********************************************************************
 PN0877  DESIGNATION -  AMO
 PN0877  PID         -  PN0877
 PN0877  STATE/COUNTY-  WI/BROWN
 PN0877  COUNTRY     -  US
 PN0877  USGS QUAD   -  ONEIDA NORTH (2018)
 PN0877
 PN0877                         *CURRENT SURVEY CONTROL
 PN0877  ______________________________________________________________________
 PN0877* NAD 83(1991) POSITION- 44 32 05.92211(N) 088 08 13.20884(W)   ADJUSTED
 PN0877* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 PN0877  ______________________________________________________________________
 PN0877  GEOID HEIGHT    -        -36.244 (meters)                     GEOID18
 PN0877  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 PN0877  HORZ ORDER      -  FIRST
 PN0877
 PN0877.The horizontal coordinates were established by classical geodetic methods
 PN0877.and adjusted by the National Geodetic Survey in November 1991.
 PN0877
 PN0877.The orthometric height was scaled from a topographic map.
 PN0877
 PN0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0877.GEOID18 height accuracy estimate available here.
 PN0877
 PN0877.Click photographs - Photos may exist for this station.
 PN0877
 PN0877.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0877
 PN0877. The following values were computed from the NAD 83(1991) position.
 PN0877
 PN0877;                    North         East     Units Scale Factor Converg.
 PN0877;SPC WI C     -    79,663.807   748,055.610   MT  0.99995834   +1 18 52.2
 PN0877;SPC WI C     -   261,363.67  2,454,245.78   sFT  0.99995834   +1 18 52.2
 PN0877;UTM  16      - 4,931,923.177   409,664.815   MT  0.99970035   -0 47 50.9
 PN0877
 PN0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0877!SPC WI C     -   0.99997511  x   0.99995834  =   0.99993345
 PN0877!UTM  16      -   0.99997511  x   0.99970035  =   0.99967547
 PN0877
 PN0877:                Primary Azimuth Mark                     Grid Az
 PN0877:SPC WI C     -  AMOS                                     055 46 21.4
 PN0877:UTM  16      -  AMOS                                     057 53 04.5
 PN0877
 PN0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0966431923(NAD 83)
 PN0877
 PN0877|---------------------------------------------------------------------|
 PN0877| PID    Reference Object                     Distance      Geod. Az  |
 PN0877|                                                           dddmmss.s |
 PN0877| PN0866 AMOS                                APPROX. 1.6 KM 0570513.6 |
 PN0877|---------------------------------------------------------------------|
 PN0877
 PN0877                          SUPERSEDED SURVEY CONTROL
 PN0877
 PN0877  NAD 83(1986)-  44 32 05.91335(N)    088 08 13.19651(W) AD(       ) 1
 PN0877  NAD 27      -  44 32 05.94600(N)    088 08 12.81900(W) AD(       ) 1
 PN0877
 PN0877.Superseded values are not recommended for survey control.
 PN0877
 PN0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0877.See file dsdata.pdf to determine how the superseded data were derived.
 PN0877
 PN0877_MARKER: DE = TRAVERSE STATION DISK
 PN0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0877_STAMPING: AMO 1926
 PN0877_MARK LOGO: CGS
 PN0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0877+STABILITY: SURFACE MOTION
 PN0877
 PN0877  HISTORY     - Date     Condition        Report By
 PN0877  HISTORY     - 1926     MONUMENTED       CGS
 PN0877  HISTORY     - 1930     GOOD             CGS
 PN0877  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 PN0877
 PN0877                          STATION DESCRIPTION
 PN0877
 PN0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0877'STATION IS LOCATED ABOUT 3-3/4 MILES NE OF THE TOWN OF ONEIDA,
 PN0877'ALONG THE GREEN BAY AND WESTERN RAILWAY.  IT IS ABOUT 55 METERS E
 PN0877'OF A SMALL MARSH WITH A CULVERT MARKED P18 ALONG THE RAILROAD.
 PN0877'IT IS ON THE WESTERLY PROLONGATION OF THE S RAIL OF THE TRACK OF
 PN0877'THE RAILROAD.  IT IS 21.73 METERS (71.27 FEET) N OF THE N RAIL
 PN0877'AND 7.575 METERS N OF THE N PROPERTY FENCE OF THE RAILRWAY.  THE
 PN0877'FIELD HEREABOUT IS FREE OF TREES FOR A RADIUS OF ABOUT 150 FEET.
 PN0877'
 PN0877'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0877'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0877
 PN0877                          STATION RECOVERY (1930)
 PN0877
 PN0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0877'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN0877'IS ADEQUATE.
 PN0877
 PN0877                          STATION RECOVERY (2003)
 PN0877
 PN0877'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0877'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0866 ***********************************************************************
 PN0866  DESIGNATION -  AMOS
 PN0866  PID         -  PN0866
 PN0866  STATE/COUNTY-  WI/BROWN
 PN0866  COUNTRY     -  US
 PN0866  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0866
 PN0866                         *CURRENT SURVEY CONTROL
 PN0866  ______________________________________________________________________
 PN0866* NAD 83(1991) POSITION- 44 32 34.24816(N) 088 07 12.00510(W)   ADJUSTED
 PN0866* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 PN0866  ______________________________________________________________________
 PN0866  GEOID HEIGHT    -        -36.247 (meters)                     GEOID18
 PN0866  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 PN0866  HORZ ORDER      -  FIRST
 PN0866
 PN0866.The horizontal coordinates were established by classical geodetic methods
 PN0866.and adjusted by the National Geodetic Survey in November 1991.
 PN0866
 PN0866.The orthometric height was scaled from a topographic map.
 PN0866
 PN0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0866.GEOID18 height accuracy estimate available here.
 PN0866
 PN0866.Click photographs - Photos may exist for this station.
 PN0866
 PN0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0866
 PN0866. The following values were computed from the NAD 83(1991) position.
 PN0866
 PN0866;                    North         East     Units Scale Factor Converg.
 PN0866;SPC WI C     -    80,569.027   749,386.231   MT  0.99995753   +1 19 35.3
 PN0866;SPC WI C     -   264,333.55  2,458,611.33   sFT  0.99995753   +1 19 35.3
 PN0866;UTM  16      - 4,932,778.522   411,027.541   MT  0.99969735   -0 47 08.4
 PN0866
 PN0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0866!SPC WI C     -   0.99997464  x   0.99995753  =   0.99993217
 PN0866!UTM  16      -   0.99997464  x   0.99969735  =   0.99967200
 PN0866
 PN0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1102732778(NAD 83)
 PN0866
 PN0866|---------------------------------------------------------------------|
 PN0866| PID    Reference Object                     Distance      Geod. Az  |
 PN0866|                                                           dddmmss.s |
 PN0866| PN0059 AMY                                 360.432 METERS 08136     |
 PN0866|---------------------------------------------------------------------|
 PN0866
 PN0866                          SUPERSEDED SURVEY CONTROL
 PN0866
 PN0866  NAD 83(1986)-  44 32 34.23980(N)    088 07 11.99315(W) AD(       ) 1
 PN0866  NAD 27      -  44 32 34.27200(N)    088 07 11.61400(W) AD(       ) 1
 PN0866
 PN0866.Superseded values are not recommended for survey control.
 PN0866
 PN0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0866.See file dsdata.pdf to determine how the superseded data were derived.
 PN0866
 PN0866_MARKER: DE = TRAVERSE STATION DISK
 PN0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0866_STAMPING: AMOS 1926
 PN0866_MARK LOGO: CGS
 PN0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0866+STABILITY: SURFACE MOTION
 PN0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0866+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PN0866
 PN0866  HISTORY     - Date     Condition        Report By
 PN0866  HISTORY     - 1926     MONUMENTED       CGS
 PN0866  HISTORY     - 1930     GOOD             CGS
 PN0866  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0866  HISTORY     - 20050810 GOOD             WIDT
 PN0866
 PN0866                          STATION DESCRIPTION
 PN0866
 PN0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0866'STATION IS ABOUT 3 MILES W OF THE WESTERN CITY LIMITS OF GREEN BAY,
 PN0866'WISCONSIN, ALONG THE GREEN BAY AND WESTERN RAILWAY.  IT IS ON THE
 PN0866'OPPOSITE SIDE OF THE HIGHWAY TO THAT OF THE INTERSECTION OF THE
 PN0866'FARMS OF MESSRS. N.N. SANTY AND JOE PLATTEN, AND 22.37 METERS FROM
 PN0866'THE CENTER OF THE GATE LEADING INTO THE SANTY FARM.  IT IS ON THE
 PN0866'EASTERLY TANGENT OF THE S RAIL AT THIS POINT.  IT IS 1.68 METERS
 PN0866'N OF THE N PROPERTY LINE OF THE RAILROAD, AND 12.82 METERS S OF
 PN0866'THE CENTER LINE OF THE TOWNSHIP ROAD.  IT IS 2.925 METERS E OF
 PN0866'A MAPLE TREE, THIS MAPLE IS IN LINE WITH A FIR TREE ABOUT 7
 PN0866'FEET W AND A LARGER MAPLE IS IN LINE WITH A FIR TREE ABOUT 7
 PN0866'FEET W AND A LARGER MAPLE ABOUT 15 FEET W OF THE FIR.
 PN0866'
 PN0866'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0866'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0866
 PN0866                          STATION RECOVERY (1930)
 PN0866
 PN0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0866'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN0866'ADEQUATE.
 PN0866
 PN0866                          STATION RECOVERY (2003)
 PN0866
 PN0866'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0866'NOT FOUND.  DESCRIPTION NO LONGER ADEQUATE.
 PN0866
 PN0866                          STATION RECOVERY (2005)
 PN0866
 PN0866'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0866'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 39.0 M SOUTH OF THE
 PN0866'INTERSECTION OF RIVERDALE DRIVE AND PARK DRIVE, 27.1 M SOUTHEAST OF
 PN0866'THE INTERSECTION OF RIVERDALE DRIVE AND TOUCHSTONE DRIVE, 0.4 M NORTH
 PN0866'OF AN ORANGE FIBERGLASS WITNESS POST, 0.3 M SOUTH OF A WHITE PLASTIC
 PN0866'WITNESS POST, AND THE MONUMENT PROJECTS 15 CM ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8427 ***********************************************************************
 AB8427  DESIGNATION -  AMUNDSON
 AB8427  PID         -  AB8427
 AB8427  STATE/COUNTY-  WI/BURNETT
 AB8427  COUNTRY     -  US
 AB8427  USGS QUAD   -  INDIAN CREEK (2018)
 AB8427
 AB8427                         *CURRENT SURVEY CONTROL
 AB8427  ______________________________________________________________________
 AB8427* NAD 83(2011) POSITION- 45 43 33.23997(N) 092 12 21.93568(W)   ADJUSTED
 AB8427* NAD 83(2011) ELLIP HT-   289.167 (meters)        (06/27/12)   ADJUSTED
 AB8427* NAD 83(2011) EPOCH   -  2010.00
 AB8427* NAVD 88 ORTHO HEIGHT -   317.0   (meters)     1040.    (feet) GPS OBS
 AB8427  ______________________________________________________________________
 AB8427  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8427  GEOID HEIGHT    -        -27.332 (meters)                     GEOID93
 AB8427  GEOID HEIGHT    -        -27.880 (meters)                     GEOID18
 AB8427  NAD 83(2011) X  -   -171,698.467 (meters)                     COMP
 AB8427  NAD 83(2011) Y  - -4,457,080.647 (meters)                     COMP
 AB8427  NAD 83(2011) Z  -  4,544,238.894 (meters)                     COMP
 AB8427  LAPLACE CORR    -        -10.42  (seconds)                    DEFLEC18
 AB8427
 AB8427  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8427  Standards:
 AB8427         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8427            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8427  -------------------------------------------------------------------
 AB8427  NETWORK    1.55   2.16           0.69   0.57   1.10      0.02205351
 AB8427  -------------------------------------------------------------------
 AB8427  Click here for local accuracies and other accuracy information.
 AB8427
 AB8427.The horizontal coordinates were established by GPS observations
 AB8427.and adjusted by the National Geodetic Survey in June 2012.
 AB8427
 AB8427.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8427.been affixed to the stable North American tectonic plate. See 
 AB8427.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8427
 AB8427.The horizontal coordinates are valid at the epoch date displayed above
 AB8427.which is a decimal equivalence of Year/Month/Day.
 AB8427
 AB8427.The orthometric height was determined by GPS observations and a
 AB8427.high-resolution geoid model.
 AB8427
 AB8427.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8427.GEOID18 height accuracy estimate available here.
 AB8427
 AB8427.Click photographs - Photos may exist for this station.
 AB8427
 AB8427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8427
 AB8427.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8427
 AB8427.The ellipsoidal height was determined by GPS observations
 AB8427.and is referenced to NAD 83.
 AB8427
 AB8427. The following values were computed from the NAD 83(2011) position.
 AB8427
 AB8427;                    North         East     Units Scale Factor Converg.
 AB8427;SPC WI N     -    64,539.969   428,293.263   MT  0.99997491   -1 35 29.1
 AB8427;SPC WI N     -   211,744.88  1,405,158.81   sFT  0.99997491   -1 35 29.1
 AB8427;UTM  15      - 5,063,900.295   561,776.831   MT  0.99964692   +0 34 06.5
 AB8427
 AB8427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8427!SPC WI N     -   0.99995467  x   0.99997491  =   0.99992958
 AB8427!UTM  15      -   0.99995467  x   0.99964692  =   0.99960160
 AB8427
 AB8427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6177663900(NAD 83)
 AB8427
 AB8427                          SUPERSEDED SURVEY CONTROL
 AB8427
 AB8427  NAD 83(2007)-  45 43 33.24006(N)    092 12 21.93632(W) AD(2002.00) 0
 AB8427  ELLIP H (02/10/07)  289.201  (m)                       GP(2002.00)    
 AB8427  NAD 83(1997)-  45 43 33.24010(N)    092 12 21.93707(W) AD(       ) 1
 AB8427  ELLIP H (01/30/03)  289.226  (m)                       GP(       ) 4 1
 AB8427  NAD 83(1991)-  45 43 33.23941(N)    092 12 21.93491(W) AD(       ) 1
 AB8427  ELLIP H (12/09/96)  289.264  (m)                       GP(       ) 4 1
 AB8427
 AB8427.Superseded values are not recommended for survey control.
 AB8427
 AB8427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8427.See file dsdata.pdf to determine how the superseded data were derived.
 AB8427
 AB8427_MARKER: DD = SURVEY DISK
 AB8427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8427+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8427
 AB8427  HISTORY     - Date     Condition        Report By
 AB8427  HISTORY     - 1993     MONUMENTED       WI-013
 AB8427
 AB8427                          STATION DESCRIPTION
 AB8427
 AB8427'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8427'THE STATION IS LOCATED 5.9 MI (9.5 KM) SOUTHWEST OF HERTEL POST OFFICE
 AB8427'(AT THE INTERSECTION OF STATE TRUNK HIGHWAY 70 AND COUNTY ROAD X) ,
 AB8427'9.4 MI (15.1 KM) SOUTHEAST OF THE VILLAGE OF SIREN IN THE SOUTHWEST
 AB8427'QUARTER OF THE SOUTHEAST QUARTER, SECTION 34, T38N, R15W, TOWN OF LA
 AB8427'FOLLETTE.  TO REACH THE STATION FROM THE HERTEL POST OFFICE (AT THE
 AB8427'INTERSECTION OF STATE TRUNK HIGHWAY 70 AND COUNTY ROAD X) GO SOUTH
 AB8427'ALONG COUNTY ROAD X 4.7 MI (7.6 KM) TO COUNTY ROAD B, GO WESTERLY
 AB8427'ALONG COUNTY ROAD B 5.0 MI (8.0 KM) TO SPENCER LAKE ROAD, GO EASTERLY
 AB8427'ALONG SPENCER LAKE ROAD 1.75 MI (2.82 KM) TO INDIAN CREEK ROAD,
 AB8427'CONTINUE SOUTH ALONG INDIAN CREEK ROAD 1.0 MI (1.6 KM) TO BURNETT AND
 AB8427'POLK COUNTY LINE, CONTINUE EAST ALONG INDIAN CREEK ROAD .24 MI (0.39
 AB8427'KM) TO STATION (WHERE ROAD TURNS SOUTH INTO POLK COUNTY) , THE STATION
 AB8427'IS LOCATED 32.5 FEET (9.9 M) NORTH OF THE ROAD ON EXTENSION OF THE
 AB8427'ROAD CENTER LINE SOUTH, WEST SIDE OF BRUSH LINE.  FIBERGLASS WITNESS
 AB8427'POST SET 1 FOOT (0.3 M) NORTHEAST OF THE STATION.  THE STATION MARKER
 AB8427'IS SET IN A 30 CM ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 AB8427'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG9065 ***********************************************************************
 DG9065  DESIGNATION -  ANAH
 DG9065  PID         -  DG9065
 DG9065  STATE/COUNTY-  WI/WASHBURN
 DG9065  COUNTRY     -  US
 DG9065  USGS QUAD   -  SPOONER LAKE (2018)
 DG9065
 DG9065                         *CURRENT SURVEY CONTROL
 DG9065  ______________________________________________________________________
 DG9065* NAD 83(2011) POSITION- 45 50 32.39018(N) 091 46 14.53896(W)   ADJUSTED
 DG9065* NAD 83(2011) ELLIP HT-   341.266 (meters)        (06/27/12)   ADJUSTED
 DG9065* NAD 83(2011) EPOCH   -  2010.00
 DG9065* NAVD 88 ORTHO HEIGHT -   370.3   (meters)     1215.    (feet) GPS OBS
 DG9065  ______________________________________________________________________
 DG9065  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9065  GEOID HEIGHT    -        -29.005 (meters)                     GEOID03
 DG9065  GEOID HEIGHT    -        -29.110 (meters)                     GEOID18
 DG9065  NAD 83(2011) X  -   -137,539.200 (meters)                     COMP
 DG9065  NAD 83(2011) Y  - -4,449,021.980 (meters)                     COMP
 DG9065  NAD 83(2011) Z  -  4,553,301.213 (meters)                     COMP
 DG9065  LAPLACE CORR    -         -7.41  (seconds)                    DEFLEC18
 DG9065
 DG9065  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9065  Standards:
 DG9065         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9065            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9065  -------------------------------------------------------------------
 DG9065  NETWORK    0.48   1.02           0.22   0.16   0.52      0.04653028
 DG9065  -------------------------------------------------------------------
 DG9065  Click here for local accuracies and other accuracy information.
 DG9065
 DG9065.The horizontal coordinates were established by GPS observations
 DG9065.and adjusted by the National Geodetic Survey in June 2012.
 DG9065
 DG9065.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9065.been affixed to the stable North American tectonic plate. See 
 DG9065.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9065
 DG9065.The horizontal coordinates are valid at the epoch date displayed above
 DG9065.which is a decimal equivalence of Year/Month/Day.
 DG9065
 DG9065.The orthometric height was determined by GPS observations and a
 DG9065.high-resolution geoid model.
 DG9065
 DG9065.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9065.GEOID18 height accuracy estimate available here.
 DG9065
 DG9065.Click photographs - Photos may exist for this station.
 DG9065
 DG9065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9065
 DG9065.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9065
 DG9065.The ellipsoidal height was determined by GPS observations
 DG9065.and is referenced to NAD 83.
 DG9065
 DG9065. The following values were computed from the NAD 83(2011) position.
 DG9065
 DG9065;                    North         East     Units Scale Factor Converg.
 DG9065;SPC WI N     -    76,628.884   462,462.955   MT  0.99996139   -1 16 38.4
 DG9065;SPC WI N     -   251,406.60  1,517,263.88   sFT  0.99996139   -1 16 38.4
 DG9065;UTM  15      - 5,077,264.302   595,456.936   MT  0.99971202   +0 52 55.2
 DG9065
 DG9065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9065!SPC WI N     -   0.99994650  x   0.99996139  =   0.99990789
 DG9065!UTM  15      -   0.99994650  x   0.99971202  =   0.99965854
 DG9065
 DG9065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9545677264(NAD 83)
 DG9065
 DG9065                          SUPERSEDED SURVEY CONTROL
 DG9065
 DG9065  NAD 83(2007)-  45 50 32.39026(N)    091 46 14.53957(W) AD(2002.00) 0
 DG9065  ELLIP H (02/10/07)  341.303  (m)                       GP(2002.00)    
 DG9065  NAD 83(1997)-  45 50 32.39026(N)    091 46 14.54026(W) AD(       ) 1
 DG9065  ELLIP H (01/24/05)  341.317  (m)                       GP(       ) 4 1
 DG9065
 DG9065.Superseded values are not recommended for survey control.
 DG9065
 DG9065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9065.See file dsdata.pdf to determine how the superseded data were derived.
 DG9065
 DG9065_MARKER: DD = SURVEY DISK
 DG9065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9065_STAMPING: ANAH 3546 1999
 DG9065_MARK LOGO: WI-129
 DG9065_PROJECTION: PROJECTING 20 CENTIMETERS
 DG9065_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9065+STABILITY: SURFACE MOTION
 DG9065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9065+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 DG9065
 DG9065  HISTORY     - Date     Condition        Report By
 DG9065  HISTORY     - UNK      MONUMENTED       WI-129
 DG9065  HISTORY     - 20041206 GOOD             WOOLPT
 DG9065
 DG9065                          STATION DESCRIPTION
 DG9065
 DG9065'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9065'THE STATION IS LOCATED APPROXIMATELY 3.7 MI (6.0 KM) SOUTHEAST OF
 DG9065'TREGO, 6.2 MI (10 KM) EAST OF SPOONER, AND 11.2 MI (18.0 KM) WEST OF
 DG9065'STONE LAKE.
 DG9065'
 DG9065'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD A AND
 DG9065'INTERSTATE HIGHWAY 63-53, GO EAST ON COUNTY ROAD A FOR 3.2 MI (5.1 KM)
 DG9065'TO CRYSTAL MOUNTAIN ROAD. TURN RIGHT AND HEAD SOUTH ON CRYSTAL
 DG9065'MOUNTAIN ROAD FOR 1.0 MI (1.6 KM) TO SECOND AVE. TURN LEFT AND HEAD
 DG9065'EAST ON SECOND AVE FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.
 DG9065'THE STATION IS A 4-INCH DIAMETER BRASS CAP STAMPED --ANAH 3546 1999--
 DG9065'SET IN A 1.0 FT BY 1.0 FT SQUARE CONCRETE MONUMENT AND APPROXIMATELY
 DG9065'5.0 FT (1.5M) ABOVE SECOND AVENUE.
 DG9065'
 DG9065'THE STATION IS 29.9 FT (9.1 M) SOUTH OF THE CENTERLINE OF SECOND
 DG9065'AVENUE, 2.7 FT (0.8 M) SOUTHEAST AND 3.5 FT (1.1 M) SOUTHWEST OF 2
 DG9065'STEEL T-POSTS WITH A COUNTY SURVEYOR SURVEY MARKER PLAQUE ATTACHED TO
 DG9065'THEM, 2.7 FT (0.8M) NORTH OF A FENCE LINE, AND 3.2 FT (1.0 M) SOUTH OF
 DG9065'THE PEAK OF A LARGE BOULDER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0661 ***********************************************************************
 PN0661  DESIGNATION -  ANCHOR
 PN0661  PID         -  PN0661
 PN0661  STATE/COUNTY-  WI/OUTAGAMIE
 PN0661  COUNTRY     -  US
 PN0661  USGS QUAD   -  KAUKAUNA (2018)
 PN0661
 PN0661                         *CURRENT SURVEY CONTROL
 PN0661  ______________________________________________________________________
 PN0661* NAD 83(1986) POSITION- 44 16 24.10   (N) 088 20 18.84   (W)   HD_HELD1
 PN0661* NAVD 88 ORTHO HEIGHT -   224.166 (meters)      735.45  (feet) ADJUSTED
 PN0661  ______________________________________________________________________
 PN0661  GEOID HEIGHT    -        -36.265 (meters)                     GEOID18
 PN0661  DYNAMIC HEIGHT  -        224.129 (meters)      735.33  (feet) COMP
 PN0661  MODELED GRAVITY -    980,450.9   (mgal)                       NAVD 88
 PN0661
 PN0661  VERT ORDER      -  SECOND    CLASS I
 PN0661
 PN0661.The horizontal coordinates were determined by differentially corrected
 PN0661.hand held GPS observations or other comparable positioning techniques
 PN0661.and have an estimated accuracy of +/- 3 meters.
 PN0661
 PN0661.The orthometric height was determined by differential leveling and
 PN0661.adjusted by the WI DEPT OF TRANSP
 PN0661.in May 2012.
 PN0661
 PN0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0661.GEOID18 height accuracy estimate available here.
 PN0661
 PN0661.Click photographs - Photos may exist for this station.
 PN0661
 PN0661.The dynamic height is computed by dividing the NAVD 88
 PN0661.geopotential number by the normal gravity value computed on the
 PN0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0661.degrees latitude (g = 980.6199 gals.).
 PN0661
 PN0661.The modeled gravity was interpolated from observed gravity values.
 PN0661
 PN0661;                    North         East    Units  Estimated Accuracy
 PN0661;SPC WI C     -    50,252.0     732,634.1     MT  (+/- 3 meters HH1 GPS) 
 PN0661
 PN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9317503106(NAD 83)
 PN0661
 PN0661                          SUPERSEDED SURVEY CONTROL
 PN0661
 PN0661  NAVD 88 (04/20/07)  224.131  (m)          735.34   (f) SUPERSEDED  2 1
 PN0661  NAVD 88 (06/15/91)  224.152  (m)          735.41   (f) SUPERSEDED  1 0
 PN0661
 PN0661.Superseded values are not recommended for survey control.
 PN0661
 PN0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0661.See file dsdata.pdf to determine how the superseded data were derived.
 PN0661
 PN0661_MARKER: X = CHISELED CROSS
 PN0661_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PN0661+WITH SETTING: PAVEMENT
 PN0661_SP_SET: WATER TANK BASE
 PN0661_MARK LOGO: USLS
 PN0661_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0661+STABILITY: SURFACE MOTION
 PN0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0661+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0661
 PN0661  HISTORY     - Date     Condition        Report By
 PN0661  HISTORY     - 1962     MONUMENTED       USLS
 PN0661  HISTORY     - 1974     GOOD             NOS
 PN0661  HISTORY     - 1990     GOOD             USPSQD
 PN0661  HISTORY     - 20010530 GOOD             WIDT
 PN0661  HISTORY     - 20030625 GOOD             USPSQD
 PN0661  HISTORY     - 20040725 GOOD             USPSQD
 PN0661  HISTORY     - 20050802 GOOD             WIDT
 PN0661
 PN0661                          STATION DESCRIPTION
 PN0661
 PN0661'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0661'IN KIMBERLY.
 PN0661'IN KIMBERLY, 0.7 MILE WEST ALONG MAES AVENUE FROM THE INTERSECTION OF
 PN0661'MAES AVENUE AND WASHINGTON STREET, ON THE SOUTH SIDE OF WATER TANK,
 PN0661'NORTHERLY OF THE INTERSECTION OF WEST KIMBERLY AND SOUTH RAILROAD STS.
 PN0661'A CHISLED CROSS ON THE FIRST 1-1/4 INCH DIAMETER BOLT 1-3/4 FT. WEST
 PN0661'OF THE WEST HINGE OF SERVICE DOOR.
 PN0661
 PN0661                          STATION RECOVERY (1990)
 PN0661
 PN0661'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 PN0661'RECOVERED IN GOOD CONDITION.
 PN0661
 PN0661                          STATION RECOVERY (2001)
 PN0661
 PN0661'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0661'THE STATION IS LOCATED ABOUT 28 KM NORTHEAST OF OSHKOSH AND 6 KM EAST
 PN0661'OF APPLETON.  OWNERSHIP--VILLAGE OF KIMBERLY.  TO REACH THE STATION
 PN0661'FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 55 ABOUT 1 KM
 PN0661'NORTH OF THE CITY OF KAUKAUNA,    GO SOUTHEAST ON STATE HIGHWAY 55 FOR
 PN0661'1.3 KM TO STATE HIGHWAY 96,  TURN RIGHT AND GO SOUTHWEST ON STATE
 PN0661'HIGHWAY 55 AND STATE HIGHWAY 96 FOR 0.8 KM TO STATE HIGHWAY 96 FOR
 PN0661'4.4 KM TO MADISON STREET, TURN LEFT AND GO SOUTH ON MADISON STREET
 PN0661'FOR 0.2 KM TO NORTH WASHINGTON STREET ON THE RIGHT,  TURN RIGHT AND
 PN0661'GO SOUTHWEST ON NORTH WASHINGTON STREET FOR 0.8 KM TO KIMBERLY
 PN0661'STREET, TURN RIGHT AND GO WEST ON KIMBERLY STREET FOR 1.1 KM TO NORTH
 PN0661'JAMES STREET,  TURN RIGHT AND GO NORTH ON JAMES STREET FOR 0.2 KM TO
 PN0661'CITY GARAGE PARKING LOT AND WATER TOWER. ---NOTE---STATION IS ON THE
 PN0661'SOUTHERN BASE OF THE WATER TOWER.  THE STATION IS A 4.5 CM BOLT WITH
 PN0661'A CHISELED X IN THE TOP,  ABOUT 0.2 METERS ABOVE THE PARKING LOT.
 PN0661'THE STATION IS 49.3 METERS WEST OF THE CENTERLINE OF NORTH JAMES
 PN0661'STREEET, 60 METERS SOUTH OF THE CENTERLINE OF MAES STREET,  11.4
 PN0661'METERS EAST OF THE SOUTHEAST CORNER OF WOODEN UTLITY BUILDING,    9.2
 PN0661'METERS NORTH OF FIRE HYDRANT,  7 METERS WEST OF THE SOUTHWEST CORNER
 PN0661'OF METAL UTILITY BUILDING, AND 0.4 METERS WEST OF THE SERVICE DOOR ON
 PN0661'WATER TOWER.  ---NOTE2--- WATER TOWER IS OBSTRUCTING THE ENTIRE
 PN0661'NORTHWEST AND NORTHEAST QUADRANTS.
 PN0661
 PN0661                          STATION RECOVERY (2003)
 PN0661
 PN0661'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0661'RECOVERED IN GOOD CONDITION.  NOTE-- THE TOWER IS INSIDE A SECURITY
 PN0661'FENCE, BUT ACCESS CAN BE GAINED FROM E. MAES STREET WEST OF JAMES
 PN0661'STREET.
 PN0661
 PN0661                          STATION RECOVERY (2004)
 PN0661
 PN0661'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0661'RECOVERED IN GOOD CONDITION.
 PN0661
 PN0661                          STATION RECOVERY (2005)
 PN0661
 PN0661'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0105 ***********************************************************************
 QM0105  DESIGNATION -  ANDERSON
 QM0105  PID         -  QM0105
 QM0105  STATE/COUNTY-  WI/OCONTO
 QM0105  COUNTRY     -  US
 QM0105  USGS QUAD   -  SHADOW LAKE (2018)
 QM0105
 QM0105                         *CURRENT SURVEY CONTROL
 QM0105  ______________________________________________________________________
 QM0105* NAD 83(1991) POSITION- 45 13 35.04846(N) 088 30 36.89561(W)   ADJUSTED
 QM0105* NAVD 88 ORTHO HEIGHT -   340.399 (meters)     1116.79  (feet) ADJUSTED
 QM0105  ______________________________________________________________________
 QM0105  GEOID HEIGHT    -        -35.560 (meters)                     GEOID18
 QM0105  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 QM0105  DYNAMIC HEIGHT  -        340.361 (meters)     1116.67  (feet) COMP
 QM0105  MODELED GRAVITY -    980,496.5   (mgal)                       NAVD 88
 QM0105
 QM0105  HORZ ORDER      -  FIRST
 QM0105  VERT ORDER      -  FIRST     CLASS II
 QM0105
 QM0105.The horizontal coordinates were established by classical geodetic methods
 QM0105.and adjusted by the National Geodetic Survey in November 1991.
 QM0105
 QM0105.The orthometric height was determined by differential leveling and
 QM0105.adjusted by the NATIONAL GEODETIC SURVEY
 QM0105.in June 1991.
 QM0105
 QM0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0105.GEOID18 height accuracy estimate available here.
 QM0105
 QM0105.Click photographs - Photos may exist for this station.
 QM0105
 QM0105.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0105
 QM0105.The dynamic height is computed by dividing the NAVD 88
 QM0105.geopotential number by the normal gravity value computed on the
 QM0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0105.degrees latitude (g = 980.6199 gals.).
 QM0105
 QM0105.The modeled gravity was interpolated from observed gravity values.
 QM0105
 QM0105. The following values were computed from the NAD 83(1991) position.
 QM0105
 QM0105;                    North         East     Units Scale Factor Converg.
 QM0105;SPC WI C     -   155,871.990   716,987.341   MT  0.99995936   +1 03 04.1
 QM0105;SPC WI C     -   511,390.02  2,352,315.97   sFT  0.99995936   +1 03 04.1
 QM0105;UTM  16      - 5,009,210.717   381,439.082   MT  0.99977284   -1 04 20.1
 QM0105
 QM0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0105!SPC WI C     -   0.99995221  x   0.99995936  =   0.99991157
 QM0105!UTM  16      -   0.99995221  x   0.99977284  =   0.99972506
 QM0105
 QM0105:                Primary Azimuth Mark                     Grid Az
 QM0105:SPC WI C     -  SWAMP                                    180 43 16.5
 QM0105:UTM  16      -  SWAMP                                    182 50 40.7
 QM0105
 QM0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8143909210(NAD 83)
 QM0105
 QM0105|---------------------------------------------------------------------|
 QM0105| PID    Reference Object                     Distance      Geod. Az  |
 QM0105|                                                           dddmmss.s |
 QM0105| QM0106 SWAMP                               APPROX. 1.2 KM 1814620.6 |
 QM0105|---------------------------------------------------------------------|
 QM0105
 QM0105                          SUPERSEDED SURVEY CONTROL
 QM0105
 QM0105  NAD 83(1986)-  45 13 35.05705(N)    088 30 36.92907(W) AD(       ) 1
 QM0105  NAD 27      -  45 13 35.16700(N)    088 30 36.55200(W) AD(       ) 1
 QM0105  USSD        -  45 13 35.26100(N)    088 30 36.35000(W) AD(       ) 3
 QM0105  NGVD 29 (??/??/92)  340.397  (m)         1116.79   (f) ADJ UNCH    1 2
 QM0105  NGVD 29             340.40   (m)         1116.8    (f) LEVELING    3  
 QM0105
 QM0105.Superseded values are not recommended for survey control.
 QM0105
 QM0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0105.See file dsdata.pdf to determine how the superseded data were derived.
 QM0105
 QM0105_MARKER: DS = TRIANGULATION STATION DISK
 QM0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0105_STAMPING: ANDERSON 1921
 QM0105_MARK LOGO: CGS
 QM0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0105+STABILITY: SURFACE MOTION
 QM0105
 QM0105  HISTORY     - Date     Condition        Report By
 QM0105  HISTORY     - 1921     MONUMENTED       CGS
 QM0105  HISTORY     - 1922     GOOD             CGS
 QM0105  HISTORY     - 1934     MARK NOT FOUND   CGS
 QM0105  HISTORY     - 1935     GOOD             WIGS
 QM0105  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0105  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0105
 QM0105                          STATION DESCRIPTION
 QM0105
 QM0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0105'STATION IS ABOUT 3-5/8 MILES N OF MOUNTAIN, 100 METERS S
 QM0105'OF SWITCH STAND FOR E SIDING AT ANDERSONS SPUR, 1/4 MILE N
 QM0105'OF MILEPOST G.B. 59, 175 METERS N OF CULVERT NO. N 56, 6.63
 QM0105'METERS (21.755 FEET) E OF THE E RAIL OF THE CHICAGO AND
 QM0105'NORTHWESTERN RAILWAY.
 QM0105'
 QM0105'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0105'DISKS SET IN CONCRETE.
 QM0105'
 QM0105'THE UNDERGROUND MARK IS 36 INCHES DEEP.
 QM0105
 QM0105                          STATION RECOVERY (1922)
 QM0105
 QM0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0105'3.6 MI N FROM MOUNTAIN.
 QM0105'ABOUT 3-5/8 MILES NORTH OF MOUNTAIN, 100 METERS SOUTH OF SWITCH
 QM0105'STAND AND EAST SIDING AT ANDERSONS SPUR, 1/4 MILE NORTH OF MILE
 QM0105'POST G.B. 59, 175 METERS NORTH OF CULVERT N56, 6.63 METERS
 QM0105'(21.755 FEET) EAST OF THE EAST RAIL OF THE C. AND N.W. RY.
 QM0105
 QM0105                          STATION RECOVERY (1934)
 QM0105
 QM0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0105'MARK NOT FOUND.
 QM0105
 QM0105                          STATION RECOVERY (1935)
 QM0105
 QM0105'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0105'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 QM0105
 QM0105                          STATION RECOVERY (1973)
 QM0105
 QM0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RLJ)
 QM0105'A THOROUGH SEARCH WAS CONDUCTED BUT POST WAS NOT RECOVERED.
 QM0105'MARK MAY BE IN GOOD CONDITION BUT POINTS USED FOR DESCRIPTIONS
 QM0105'ARE GONE, MAKING IT DIFFICULT TO PIN DOWN EXACT LOCATION.
 QM0105
 QM0105                          STATION RECOVERY (1985)
 QM0105
 QM0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8483 ***********************************************************************
 AB8483  DESIGNATION -  ANDERSON
 AB8483  PID         -  AB8483
 AB8483  STATE/COUNTY-  WI/BURNETT
 AB8483  COUNTRY     -  US
 AB8483  USGS QUAD   -  GRANTSBURG (2019)
 AB8483
 AB8483                         *CURRENT SURVEY CONTROL
 AB8483  ______________________________________________________________________
 AB8483* NAD 83(2011) POSITION- 45 51 14.57399(N) 092 43 22.80454(W)   ADJUSTED
 AB8483* NAD 83(2011) ELLIP HT-   254.055 (meters)        (06/27/12)   ADJUSTED
 AB8483* NAD 83(2011) EPOCH   -  2010.00
 AB8483* NAVD 88 ORTHO HEIGHT -   281.0   (meters)      922.    (feet) GPS OBS
 AB8483  ______________________________________________________________________
 AB8483  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8483  GEOID HEIGHT    -        -26.386 (meters)                     GEOID93
 AB8483  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 AB8483  NAD 83(2011) X  -   -211,415.378 (meters)                     COMP
 AB8483  NAD 83(2011) Y  - -4,445,127.446 (meters)                     COMP
 AB8483  NAD 83(2011) Z  -  4,554,145.888 (meters)                     COMP
 AB8483  LAPLACE CORR    -          6.64  (seconds)                    DEFLEC18
 AB8483
 AB8483  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8483  Standards:
 AB8483         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8483            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8483  -------------------------------------------------------------------
 AB8483  NETWORK    1.14   1.78           0.53   0.38   0.91     -0.03298407
 AB8483  -------------------------------------------------------------------
 AB8483  Click here for local accuracies and other accuracy information.
 AB8483
 AB8483.The horizontal coordinates were established by GPS observations
 AB8483.and adjusted by the National Geodetic Survey in June 2012.
 AB8483
 AB8483.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8483.been affixed to the stable North American tectonic plate. See 
 AB8483.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8483
 AB8483.The horizontal coordinates are valid at the epoch date displayed above
 AB8483.which is a decimal equivalence of Year/Month/Day.
 AB8483
 AB8483.The orthometric height was determined by GPS observations and a
 AB8483.high-resolution geoid model.
 AB8483
 AB8483.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8483.GEOID18 height accuracy estimate available here.
 AB8483
 AB8483.Click photographs - Photos may exist for this station.
 AB8483
 AB8483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8483
 AB8483.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8483
 AB8483.The ellipsoidal height was determined by GPS observations
 AB8483.and is referenced to NAD 83.
 AB8483
 AB8483. The following values were computed from the NAD 83(2011) position.
 AB8483
 AB8483;                    North         East     Units Scale Factor Converg.
 AB8483;SPC WI N     -    80,022.810   388,563.254   MT  0.99996026   -1 57 51.5
 AB8483;SPC WI N     -   262,541.50  1,274,811.28   sFT  0.99996026   -1 57 51.5
 AB8483;UTM  15      - 5,077,868.770   521,504.976   MT  0.99960569   +0 11 55.6
 AB8483
 AB8483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8483!SPC WI N     -   0.99996017  x   0.99996026  =   0.99992043
 AB8483!UTM  15      -   0.99996017  x   0.99960569  =   0.99956588
 AB8483
 AB8483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2150477868(NAD 83)
 AB8483
 AB8483                          SUPERSEDED SURVEY CONTROL
 AB8483
 AB8483  NAD 83(2007)-  45 51 14.57408(N)    092 43 22.80512(W) AD(2002.00) 0
 AB8483  ELLIP H (02/10/07)  254.095  (m)                       GP(2002.00)    
 AB8483  NAD 83(1997)-  45 51 14.57406(N)    092 43 22.80532(W) AD(       ) 1
 AB8483  ELLIP H (01/30/03)  254.132  (m)                       GP(       ) 4 1
 AB8483  NAD 83(1991)-  45 51 14.57385(N)    092 43 22.80334(W) AD(       ) 1
 AB8483  ELLIP H (12/09/96)  254.174  (m)                       GP(       ) 4 1
 AB8483
 AB8483.Superseded values are not recommended for survey control.
 AB8483
 AB8483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8483.See file dsdata.pdf to determine how the superseded data were derived.
 AB8483
 AB8483_MARKER: DD = SURVEY DISK
 AB8483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8483+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8483
 AB8483  HISTORY     - Date     Condition        Report By
 AB8483  HISTORY     - 1993     MONUMENTED       WI-013
 AB8483
 AB8483                          STATION DESCRIPTION
 AB8483
 AB8483'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8483'THE STATION IS LOCATED 27.7 KM (17.20 MI) NORTHWEST OF THE VILLAGE OF
 AB8483'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8483'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 9.7 KM (6.00 MI)
 AB8483'NORTHWEST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHWEST
 AB8483'QUARTER OF THE SOUTHWEST QUARTER, SECTION 21, T39N, R19W, TOWN OF WEST
 AB8483'MARSHLAND.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG,
 AB8483'WISCONSIN (WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO
 AB8483'WEST ALONG STATE HIGHWAY 70 3.2 KM (2.00 MI) TO LARSON ROAD, GO NORTH
 AB8483'(RIGHT) ALONG LARSON ROAD 4.8 KM (3.00 MI) TO GILE ROAD (IN THE TOWN
 AB8483'OF WEST MARSHLAND) , CONTINUE NORTH (STRAIGHT AHEAD) ALONG GILE ROAD
 AB8483'4.16 KM (2.60 MI) TO STATION LOCATED 21.5 FEET (6.6 M) WEST OF GILE
 AB8483'ROAD, 140 FEET (42.7 M) SOUTH OF PAULA STRAIT DRIVE (25845) , 1700
 AB8483'FEET (518.2 M) NORTH OF BLOOM ROAD.  THIS STATION IS LOCATED ON THE
 AB8483'TODD ANDERSON PROPERTY.  FIBERGLASS WITNESS POST SET 3 FEET (0.9 M)
 AB8483'WEST OF THE STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND
 AB8483'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5176 ***********************************************************************
 DN5176  DESIGNATION -  ANDERSON W GPS
 DN5176  PID         -  DN5176
 DN5176  STATE/COUNTY-  WI/BURNETT
 DN5176  COUNTRY     -  US
 DN5176  USGS QUAD   -  RANDALL (2019)
 DN5176
 DN5176                         *CURRENT SURVEY CONTROL
 DN5176  ______________________________________________________________________
 DN5176* NAD 83(2011) POSITION- 45 41 27.62104(N) 092 50 13.98916(W)   ADJUSTED
 DN5176* NAD 83(2011) ELLIP HT-   245.370 (meters)        (04/15/13)   ADJUSTED
 DN5176* NAD 83(2011) EPOCH   -  2010.00
 DN5176* NAVD 88 ORTHO HEIGHT -   272.783 (meters)      894.96  (feet) ADJUSTED
 DN5176  ______________________________________________________________________
 DN5176  GEOID HEIGHT    -        -27.420 (meters)                     GEOID18
 DN5176  NAD 83(2011) X  -   -220,918.713 (meters)                     COMP
 DN5176  NAD 83(2011) Y  - -4,457,661.251 (meters)                     COMP
 DN5176  NAD 83(2011) Z  -  4,541,499.154 (meters)                     COMP
 DN5176  LAPLACE CORR    -          8.77  (seconds)                    DEFLEC18
 DN5176  DYNAMIC HEIGHT  -        272.790 (meters)      894.98  (feet) COMP
 DN5176  MODELED GRAVITY -    980,635.1   (mgal)                       NAVD 88
 DN5176
 DN5176  VERT ORDER      -  SECOND    CLASS I
 DN5176
 DN5176  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5176  Standards:
 DN5176         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5176            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5176  -------------------------------------------------------------------
 DN5176  NETWORK    1.11   1.96           0.50   0.39   1.00      0.04253340
 DN5176  -------------------------------------------------------------------
 DN5176  Click here for local accuracies and other accuracy information.
 DN5176
 DN5176.The horizontal coordinates were established by GPS observations
 DN5176.and adjusted by the National Geodetic Survey in April 2013.
 DN5176
 DN5176.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5176.been affixed to the stable North American tectonic plate. See 
 DN5176.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5176
 DN5176.The horizontal coordinates are valid at the epoch date displayed above
 DN5176.which is a decimal equivalence of Year/Month/Day.
 DN5176
 DN5176.The orthometric height was determined by differential leveling and
 DN5176.adjusted by the WI DEPT OF TRANSP
 DN5176.in May 2012.
 DN5176
 DN5176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5176.GEOID18 height accuracy estimate available here.
 DN5176
 DN5176.Click photographs - Photos may exist for this station.
 DN5176
 DN5176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5176
 DN5176.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5176
 DN5176.The ellipsoidal height was determined by GPS observations
 DN5176.and is referenced to NAD 83.
 DN5176
 DN5176.The dynamic height is computed by dividing the NAVD 88
 DN5176.geopotential number by the normal gravity value computed on the
 DN5176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5176.degrees latitude (g = 980.6199 gals.).
 DN5176
 DN5176.The modeled gravity was interpolated from observed gravity values.
 DN5176
 DN5176. The following values were computed from the NAD 83(2011) position.
 DN5176
 DN5176;                    North         East     Units Scale Factor Converg.
 DN5176;SPC WI N     -    62,223.691   379,050.933   MT  0.99997975   -2 02 48.1
 DN5176;SPC WI N     -   204,145.56  1,243,602.94   sFT  0.99997975   -2 02 48.1
 DN5176;UTM  15      - 5,059,729.938   512,674.470   MT  0.99960197   +0 06 59.3
 DN5176
 DN5176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5176!SPC WI N     -   0.99996153  x   0.99997975  =   0.99994128
 DN5176!UTM  15      -   0.99996153  x   0.99960197  =   0.99956352
 DN5176
 DN5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1267459729(NAD 83)
 DN5176
 DN5176                          SUPERSEDED SURVEY CONTROL
 DN5176
 DN5176  NAD 83(2007)-  45 41 27.62098(N)    092 50 13.99004(W) AD(2002.00) 1
 DN5176  ELLIP H (04/06/12)  245.402  (m)                       GP(2002.00) 1 1
 DN5176  NAVD 88             272.78   (m)          894.9    (f) LEVELING    3  
 DN5176
 DN5176.Superseded values are not recommended for survey control.
 DN5176
 DN5176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5176.See file dsdata.pdf to determine how the superseded data were derived.
 DN5176
 DN5176_MARKER: DD = SURVEY DISK
 DN5176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5176_STAMPING: ANDERSON W GPS 2006
 DN5176_MARK LOGO: WIDT
 DN5176_PROJECTION: FLUSH
 DN5176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5176+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2010
 DN5176
 DN5176  HISTORY     - Date     Condition        Report By
 DN5176  HISTORY     - 2005     MONUMENTED       WIDT
 DN5176  HISTORY     - 20100805 GOOD             WIDT
 DN5176
 DN5176                          STATION DESCRIPTION
 DN5176
 DN5176'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5176'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY
 DN5176'HIGHWAY O APPROXIMATELY 6 MI (9.7 KM) SOUTH OF THE VILLAGE OF
 DN5176'GRANTSBURG, GO WEST ON COUNTY HIGHWAY O FOR 6.1 MI (9.8 KM) TO SHOGREN
 DN5176'ROAD RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY O FOR 2.0 MI (3.2 KM) TO
 DN5176'COUNTY HIGHWAY O CURVING LEFT, PLEASANT PRAIRIE ROAD RIGHT AND THE
 DN5176'STATION ON THE RIGHT.
 DN5176'
 DN5176'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5176'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5176'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5176'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5176'THE STATION IS 26.9 M (88.3 FT) NORTH OF THE CENTERLINE OF COUNTY
 DN5176'HIGHWAY O, 22.4 M (73.5 FT) EAST OF THE CENTERLINE OF PLEASANT PRAIRIE
 DN5176'ROAD AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DN5176'SURROUNDING THE STATION.
 DN5176'
 DN5176'NOTE-VISIBLE OBSTRUCTIONS FOR THIS STATION INCLUDE TREES NORTHWEST AND
 DN5176'SOUTHEAST OF THE STATION EXTENDING TO 20 DEGREES ABOVE THE HORIZON AND
 DN5176'TREES SOUTHWEST OF THE STATION EXTENDING TO 25 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6217 ***********************************************************************
 DO6217  DESIGNATION -  ANDERSON W GPS
 DO6217  PID         -  DO6217
 DO6217  STATE/COUNTY-  WI/IRON
 DO6217  COUNTRY     -  US
 DO6217  USGS QUAD   -  MOUNT WHITTLESEY (2018)
 DO6217
 DO6217                         *CURRENT SURVEY CONTROL
 DO6217  ______________________________________________________________________
 DO6217* NAD 83(2011) POSITION- 46 20 42.34000(N) 090 30 52.63746(W)   ADJUSTED
 DO6217* NAD 83(2011) ELLIP HT-   411.967 (meters)        (05/27/14)   ADJUSTED
 DO6217* NAD 83(2011) EPOCH   -  2010.00
 DO6217* NAVD 88 ORTHO HEIGHT -   442.498 (meters)     1451.76  (feet) ADJUSTED
 DO6217  ______________________________________________________________________
 DO6217  GEOID HEIGHT    -        -30.538 (meters)                     GEOID18
 DO6217  NAD 83(2011) X  -    -39,617.746 (meters)                     COMP
 DO6217  NAD 83(2011) Y  - -4,410,753.432 (meters)                     COMP
 DO6217  NAD 83(2011) Z  -  4,592,108.652 (meters)                     COMP
 DO6217  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 DO6217  DYNAMIC HEIGHT  -        442.510 (meters)     1451.80  (feet) COMP
 DO6217  MODELED GRAVITY -    980,629.2   (mgal)                       NAVD 88
 DO6217
 DO6217  VERT ORDER      -  SECOND    CLASS I
 DO6217
 DO6217  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6217  Standards:
 DO6217         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6217            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6217  -------------------------------------------------------------------
 DO6217  NETWORK    0.50   0.63           0.23   0.17   0.32      0.18405731
 DO6217  -------------------------------------------------------------------
 DO6217  Click here for local accuracies and other accuracy information.
 DO6217
 DO6217.The horizontal coordinates were established by GPS observations
 DO6217.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6217
 DO6217.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6217.been affixed to the stable North American tectonic plate. See 
 DO6217.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6217
 DO6217.The horizontal coordinates are valid at the epoch date displayed above
 DO6217.which is a decimal equivalence of Year/Month/Day.
 DO6217
 DO6217.The orthometric height was determined by differential leveling and
 DO6217.adjusted by the NATIONAL GEODETIC SURVEY
 DO6217.in February 2017.
 DO6217
 DO6217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6217.GEOID18 height accuracy estimate available here.
 DO6217
 DO6217.Click photographs - Photos may exist for this station.
 DO6217
 DO6217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6217
 DO6217.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6217
 DO6217.The ellipsoidal height was determined by GPS observations
 DO6217.and is referenced to NAD 83.
 DO6217
 DO6217.The dynamic height is computed by dividing the NAVD 88
 DO6217.geopotential number by the normal gravity value computed on the
 DO6217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6217.degrees latitude (g = 980.6199 gals.).
 DO6217
 DO6217.The modeled gravity was interpolated from observed gravity values.
 DO6217
 DO6217. The following values were computed from the NAD 83(2011) position.
 DO6217
 DO6217;                    North         East     Units Scale Factor Converg.
 DO6217;SPC WI N     -   131,105.003   560,386.528   MT  0.99995012   -0 22 16.4
 DO6217;SPC WI N     -   430,133.66  1,838,534.80   sFT  0.99995012   -0 22 16.4
 DO6217;UTM  15      - 5,135,393.015   691,245.939   MT  1.00004961   +1 47 55.5
 DO6217
 DO6217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6217!SPC WI N     -   0.99993542  x   0.99995012  =   0.99988555
 DO6217!UTM  15      -   0.99993542  x   1.00004961  =   0.99998503
 DO6217
 DO6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9124535393(NAD 83)
 DO6217
 DO6217                          SUPERSEDED SURVEY CONTROL
 DO6217
 DO6217  NAVD 88 (07/25/13)  442.521  (m)         1451.84   (f) SUPERSEDED  2 1
 DO6217
 DO6217.Superseded values are not recommended for survey control.
 DO6217
 DO6217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6217.See file dsdata.pdf to determine how the superseded data were derived.
 DO6217
 DO6217_MARKER: DD = SURVEY DISK
 DO6217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6217_STAMPING: ANDERSON W GPS 2011
 DO6217_MARK LOGO: WIDT
 DO6217_PROJECTION: FLUSH
 DO6217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6217+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2012
 DO6217
 DO6217  HISTORY     - Date     Condition        Report By
 DO6217  HISTORY     - 2011     MONUMENTED       WIDT
 DO6217  HISTORY     - 20121030 GOOD             WIDT
 DO6217
 DO6217                          STATION DESCRIPTION
 DO6217
 DO6217'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6217'THE STATION IS LOCATED 11.0 MI (17.7 KM) SOUTHEAST OF HIGH BRIDGE, 7.1
 DO6217'MI (11.4 KM) EAST-NORTHEAST OF MELLEN, AND 5.4 MI (8.7 KM) SOUTHWEST
 DO6217'OF UPSON.
 DO6217'
 DO6217'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH STATE
 DO6217'HIGHWAY 122 ABOUT 12 MI (19.3 KM) SOUTHWEST OF THE CITY OF HURLEY AND
 DO6217'IN THE COMMUNITY OF UPSON, GO WEST AND SOUTHWEST ON STATE HIGHWAY 77
 DO6217'FOR 5.4 MI (8.7 KM) TO MOORE PARK ROAD ON THE LEFT, CONTINUE SOUTHWEST
 DO6217'ON STATE HIGHWAY 77 FOR 0.2 MI (0.3 KM) TO A -WELCOME TO IRON COUNTY-
 DO6217'SIGN ON THE LEFT AND A GRAVEL DRIVE LEADING NORTHWEST ON THE RIGHT.
 DO6217'TURN RIGHT AND GO NORTHWEST ON THE GRAVEL DRIVE FOR 0.05 MI (0.1 KM)
 DO6217'TO A CLEARING AND THE STATION ON THE RIGHT.
 DO6217'
 DO6217'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6217'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6217'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP.  THE STATION IS 59.7
 DO6217'M (195.9 FT) NORTHWEST OF A POWER POLE -153-, 31.1 M (102.0 FT) EAST
 DO6217'OF THE CENTER OF THE GRAVEL ROAD AND 1 M (3.3 FT) SOUTHEAST AND
 DO6217'NORTHWEST OF TWO ORANGE 4X4 GUARD POSTS.
 DO6217'
 DO6217'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6217'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0700 ***********************************************************************
 PN0700  DESIGNATION -  ANDREW
 PN0700  PID         -  PN0700
 PN0700  STATE/COUNTY-  WI/BROWN
 PN0700  COUNTRY     -  US
 PN0700  USGS QUAD   -  ONEIDA NORTH (2018)
 PN0700
 PN0700                         *CURRENT SURVEY CONTROL
 PN0700  ______________________________________________________________________
 PN0700* NAD 83(1991) POSITION- 44 31 27.52476(N) 088 09 13.05280(W)   ADJUSTED
 PN0700* NAVD 88 ORTHO HEIGHT -   204.579 (meters)      671.19  (feet) ADJUSTED
 PN0700  ______________________________________________________________________
 PN0700  GEOID HEIGHT    -        -36.240 (meters)                     GEOID18
 PN0700  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 PN0700  DYNAMIC HEIGHT  -        204.553 (meters)      671.10  (feet) COMP
 PN0700  MODELED GRAVITY -    980,486.4   (mgal)                       NAVD 88
 PN0700
 PN0700  HORZ ORDER      -  FIRST
 PN0700  VERT ORDER      -  FIRST     CLASS II
 PN0700
 PN0700.The horizontal coordinates were established by classical geodetic methods
 PN0700.and adjusted by the National Geodetic Survey in November 1991.
 PN0700
 PN0700.The orthometric height was determined by differential leveling and
 PN0700.adjusted by the NATIONAL GEODETIC SURVEY
 PN0700.in June 1991.
 PN0700
 PN0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0700.GEOID18 height accuracy estimate available here.
 PN0700
 PN0700.Click photographs - Photos may exist for this station.
 PN0700
 PN0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0700
 PN0700.The dynamic height is computed by dividing the NAVD 88
 PN0700.geopotential number by the normal gravity value computed on the
 PN0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0700.degrees latitude (g = 980.6199 gals.).
 PN0700
 PN0700.The modeled gravity was interpolated from observed gravity values.
 PN0700
 PN0700. The following values were computed from the NAD 83(1991) position.
 PN0700
 PN0700;                    North         East     Units Scale Factor Converg.
 PN0700;SPC WI C     -    78,448.763   746,761.700   MT  0.99995946   +1 18 09.9
 PN0700;SPC WI C     -   257,377.32  2,450,000.68   sFT  0.99995946   +1 18 09.9
 PN0700;UTM  16      - 4,930,756.940   408,327.353   MT  0.99970335   -0 48 32.4
 PN0700
 PN0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0700!SPC WI C     -   0.99997361  x   0.99995946  =   0.99993307
 PN0700!UTM  16      -   0.99997361  x   0.99970335  =   0.99967696
 PN0700
 PN0700:                Primary Azimuth Mark                     Grid Az
 PN0700:SPC WI C     -  ALFORD                                   057 46 33.4
 PN0700:UTM  16      -  ALFORD                                   059 53 15.7
 PN0700
 PN0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0832730756(NAD 83)
 PN0700
 PN0700|---------------------------------------------------------------------|
 PN0700| PID    Reference Object                     Distance      Geod. Az  |
 PN0700|                                                           dddmmss.s |
 PN0700| PN0058 ALFORD                              APPROX. 0.8 KM 0590443.3 |
 PN0700|---------------------------------------------------------------------|
 PN0700
 PN0700                          SUPERSEDED SURVEY CONTROL
 PN0700
 PN0700  NAD 83(1986)-  44 31 27.51550(N)    088 09 13.03985(W) AD(       ) 1
 PN0700  NAD 27      -  44 31 27.54700(N)    088 09 12.66300(W) AD(       ) 1
 PN0700  NGVD 29 (??/??/92)  204.612  (m)          671.30   (f) ADJ UNCH    1 2
 PN0700  NGVD 29             204.61   (m)          671.3    (f) LEVELING    3  
 PN0700
 PN0700.Superseded values are not recommended for survey control.
 PN0700
 PN0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0700.See file dsdata.pdf to determine how the superseded data were derived.
 PN0700
 PN0700_MARKER: DE = TRAVERSE STATION DISK
 PN0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0700_STAMPING: ANDREW 1926
 PN0700_MARK LOGO: CGS
 PN0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0700+STABILITY: SURFACE MOTION
 PN0700
 PN0700  HISTORY     - Date     Condition        Report By
 PN0700  HISTORY     - 1926     MONUMENTED       CGS
 PN0700  HISTORY     - 1930     GOOD             CGS
 PN0700  HISTORY     - 19940418 MARK NOT FOUND   WI-009
 PN0700  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 PN0700  HISTORY     - 20050712 MARK NOT FOUND   USPSQD
 PN0700  HISTORY     - 20050810 MARK NOT FOUND   WIDT
 PN0700
 PN0700                          STATION DESCRIPTION
 PN0700
 PN0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0700'STATION IS ON THE S SIDE OF GREEN BAY AND WESTERN TRACK APPROXIMATELY
 PN0700'5 MILES E FROM ONEIDA, 100 FEET E OF LAND CROSSING TRACK.  MARK
 PN0700'IS 7.8 FEET S OF S RAIL OF TRACK AND 62 FEET NW FROM AN ELM TREE
 PN0700'ABOUT 18 INCHES IN DIAMETER.
 PN0700'
 PN0700'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0700'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0700
 PN0700                          STATION RECOVERY (1930)
 PN0700
 PN0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0700'DESCRIPTION SHOULD READ 3 MILES E FROM ONEIDA AND NOT 5 MILES E
 PN0700'FROM ONEIDA, OTHERWISE DESCRIPTION IS ADEQUATE.  RECOVERED IN GOOD
 PN0700'CONDITION.
 PN0700
 PN0700                          STATION RECOVERY (1994)
 PN0700
 PN0700'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0700'MARK NOT FOUND.
 PN0700
 PN0700                          STATION RECOVERY (2003)
 PN0700
 PN0700'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0700'MARK NOT FOUND.
 PN0700
 PN0700                          STATION RECOVERY (2005)
 PN0700
 PN0700'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0700'MARK NOT FOUND.
 PN0700
 PN0700                          STATION RECOVERY (2005)
 PN0700
 PN0700'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0700'NOT FOUND. ADD--THE RAILROAD TRACKS HAVE BEEN REMOVED. TAPED
 PN0700'DIMENSIONS FROM THE CROSSING AND THE ESTIMATED LOCATION OF THE OLD
 PN0700'TRACK WITHOUT RECOVERING ANY EVIDENCE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG9043 ***********************************************************************
 DG9043  DESIGNATION -  ANDREWS
 DG9043  PID         -  DG9043
 DG9043  STATE/COUNTY-  WI/WASHBURN
 DG9043  COUNTRY     -  US
 DG9043  USGS QUAD   -  SPRINGBROOK (2019)
 DG9043
 DG9043                         *CURRENT SURVEY CONTROL
 DG9043  ______________________________________________________________________
 DG9043* NAD 83(2011) POSITION- 45 56 30.65848(N) 091 40 57.83977(W)   ADJUSTED
 DG9043* NAD 83(2011) ELLIP HT-   324.039 (meters)        (06/27/12)   ADJUSTED
 DG9043* NAD 83(2011) EPOCH   -  2010.00
 DG9043* NAVD 88 ORTHO HEIGHT -   352.7   (meters)     1157.    (feet) GPS OBS
 DG9043  ______________________________________________________________________
 DG9043  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9043  GEOID HEIGHT    -        -28.623 (meters)                     GEOID03
 DG9043  GEOID HEIGHT    -        -28.705 (meters)                     GEOID18
 DG9043  NAD 83(2011) X  -   -130,474.413 (meters)                     COMP
 DG9043  NAD 83(2011) Y  - -4,441,276.481 (meters)                     COMP
 DG9043  NAD 83(2011) Z  -  4,560,988.149 (meters)                     COMP
 DG9043  LAPLACE CORR    -         -6.63  (seconds)                    DEFLEC18
 DG9043
 DG9043  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9043  Standards:
 DG9043         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9043            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9043  -------------------------------------------------------------------
 DG9043  NETWORK    0.64   1.37           0.30   0.20   0.70      0.13856005
 DG9043  -------------------------------------------------------------------
 DG9043  Click here for local accuracies and other accuracy information.
 DG9043
 DG9043.The horizontal coordinates were established by GPS observations
 DG9043.and adjusted by the National Geodetic Survey in June 2012.
 DG9043
 DG9043.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9043.been affixed to the stable North American tectonic plate. See 
 DG9043.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9043
 DG9043.The horizontal coordinates are valid at the epoch date displayed above
 DG9043.which is a decimal equivalence of Year/Month/Day.
 DG9043
 DG9043.The orthometric height was determined by GPS observations and a
 DG9043.high-resolution geoid model.
 DG9043
 DG9043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9043.GEOID18 height accuracy estimate available here.
 DG9043
 DG9043.Click photographs - Photos may exist for this station.
 DG9043
 DG9043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9043
 DG9043.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9043
 DG9043.The ellipsoidal height was determined by GPS observations
 DG9043.and is referenced to NAD 83.
 DG9043
 DG9043. The following values were computed from the NAD 83(2011) position.
 DG9043
 DG9043;                    North         East     Units Scale Factor Converg.
 DG9043;SPC WI N     -    87,538.829   469,529.329   MT  0.99995308   -1 12 49.9
 DG9043;SPC WI N     -   287,200.31  1,540,447.47   sFT  0.99995308   -1 12 49.9
 DG9043;UTM  15      - 5,088,430.175   602,105.527   MT  0.99972817   +0 56 48.2
 DG9043
 DG9043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9043!SPC WI N     -   0.99994920  x   0.99995308  =   0.99990229
 DG9043!UTM  15      -   0.99994920  x   0.99972817  =   0.99967739
 DG9043
 DG9043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0210588430(NAD 83)
 DG9043
 DG9043                          SUPERSEDED SURVEY CONTROL
 DG9043
 DG9043  NAD 83(2007)-  45 56 30.65857(N)    091 40 57.84037(W) AD(2002.00) 0
 DG9043  ELLIP H (02/10/07)  324.078  (m)                       GP(2002.00)    
 DG9043  NAD 83(1997)-  45 56 30.65862(N)    091 40 57.84102(W) AD(       ) 1
 DG9043  ELLIP H (01/24/05)  324.095  (m)                       GP(       ) 4 1
 DG9043
 DG9043.Superseded values are not recommended for survey control.
 DG9043
 DG9043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9043.See file dsdata.pdf to determine how the superseded data were derived.
 DG9043
 DG9043_MARKER: DD = SURVEY DISK
 DG9043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9043_STAMPING: ANDREWS 3549
 DG9043_MARK LOGO: WI-129
 DG9043_PROJECTION: FLUSH
 DG9043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9043+STABILITY: SURFACE MOTION
 DG9043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9043+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 DG9043
 DG9043  HISTORY     - Date     Condition        Report By
 DG9043  HISTORY     - UNK      MONUMENTED       WI-129
 DG9043  HISTORY     - 20041206 GOOD             WOOLPT
 DG9043
 DG9043                          STATION DESCRIPTION
 DG9043
 DG9043'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9043'THE STATION IS LOCATED ABOUT 6.8 MI (11 KM) NORTHEAST OF TREGO, 1.0 MI
 DG9043'(1.6 KM) SOUTHEAST OF SPRINGBROOK, AND 6.8 MI (11 KM) NORTHWEST OF
 DG9043'STONE LAKE.
 DG9043'
 DG9043'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH US
 DG9043'HIGHWAY 63, SOUTHWEST OF SPRINGBROOK, GO SOUTH 0.5 MI ( 0.8 KM) ON
 DG9043'HIGHWAY M TO THE JUNCTION OF HIGHWAY M WITH BASS LAKE ROAD,  CONTINUE
 DG9043'SOUTH 0.05 (0.1 KM) ON HIGHWAY M TO THE STATION ON THE LEFT. THE
 DG9043'STATION IS A 4-INCH BRONZE WASHBURN COUNTY GEODETIC CONTROL MARK DISK
 DG9043'STAMPED -ANDREWS 3549- SET IN THE TOP OF A 12-INCH BY 12-INCH CONCRETE
 DG9043'MONUMENT FOUND FLUSH WITH GROUND.
 DG9043'
 DG9043'THE STATION IS 39.0 FT (11.9 M) EAST OF THE CENTERLINE OF HIGHWAY M,
 DG9043'2.0 FT (0.6 M) NORTHEAST OF A STEEL POST WITH COUNTY SURVEYOR SURVEY
 DG9043'MARKER PLAQUE, 2.0 FT (0.6 M) WEST OF A STEEL POST WITH COUNTY
 DG9043'SURVEYOR SURVEY MARKER PLAQUE, 5.0 FT (1.5 M) NORTHWEST OF A WHITE
 DG9043'PLASTIC WITNESS POST, 19.0 FT (5.8 M) NORTHEAST OF A STEEL POST FOR
 DG9043'SPEED LIMIT TRAFFIC SIGN, AND 5.0 FT (1.5 M) SOUTH OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0401 ***********************************************************************
 QN0401  DESIGNATION -  ANDY
 QN0401  PID         -  QN0401
 QN0401  STATE/COUNTY-  WI/PRICE
 QN0401  COUNTRY     -  US
 QN0401  USGS QUAD   -  PENNINGTON (2018)
 QN0401
 QN0401                         *CURRENT SURVEY CONTROL
 QN0401  ______________________________________________________________________
 QN0401* NAD 83(1991) POSITION- 45 32 05.88257(N) 090 24 44.30040(W)   ADJUSTED
 QN0401* NAVD 88 ORTHO HEIGHT -   461.406 (meters)     1513.80  (feet) ADJUSTED
 QN0401  ______________________________________________________________________
 QN0401  GEOID HEIGHT    -        -30.519 (meters)                     GEOID18
 QN0401  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 QN0401  DYNAMIC HEIGHT  -        461.390 (meters)     1513.74  (feet) COMP
 QN0401  MODELED GRAVITY -    980,565.6   (mgal)                       NAVD 88
 QN0401
 QN0401  HORZ ORDER      -  FIRST
 QN0401  VERT ORDER      -  FIRST     CLASS II
 QN0401
 QN0401.The horizontal coordinates were established by classical geodetic methods
 QN0401.and adjusted by the National Geodetic Survey in November 1991.
 QN0401
 QN0401.The orthometric height was determined by differential leveling and
 QN0401.adjusted by the NATIONAL GEODETIC SURVEY
 QN0401.in June 1991.
 QN0401
 QN0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0401.GEOID18 height accuracy estimate available here.
 QN0401
 QN0401.Click photographs - Photos may exist for this station.
 QN0401
 QN0401.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0401
 QN0401.The dynamic height is computed by dividing the NAVD 88
 QN0401.geopotential number by the normal gravity value computed on the
 QN0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0401.degrees latitude (g = 980.6199 gals.).
 QN0401
 QN0401.The modeled gravity was interpolated from observed gravity values.
 QN0401
 QN0401. The following values were computed from the NAD 83(1991) position.
 QN0401
 QN0401;                    North         East     Units Scale Factor Converg.
 QN0401;SPC WI N     -    41,017.986   567,794.895   MT  1.00000591   -0 17 50.7
 QN0401;SPC WI N     -   134,573.18  1,862,840.42   sFT  1.00000591   -0 17 50.7
 QN0401;UTM  15      - 5,045,638.542   702,041.908   MT  1.00010191   +1 50 50.7
 QN0401
 QN0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0401!SPC WI N     -   0.99993245  x   1.00000591  =   0.99993836
 QN0401!UTM  15      -   0.99993245  x   1.00010191  =   1.00003435
 QN0401
 QN0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0204145638(NAD 83)
 QN0401
 QN0401|---------------------------------------------------------------------|
 QN0401| PID    Reference Object                     Distance      Geod. Az  |
 QN0401|                                                           dddmmss.s |
 QN0401| CJ8001 ANDY RM                              16.190 METERS 23029     |
 QN0401|---------------------------------------------------------------------|
 QN0401
 QN0401                          SUPERSEDED SURVEY CONTROL
 QN0401
 QN0401  NAD 83(1986)-  45 32 05.87818(N)    090 24 44.29478(W) AD(       ) 1
 QN0401  NAD 27      -  45 32 06.00100(N)    090 24 43.76000(W) AD(       ) 1
 QN0401  USSD        -  45 32 06.26400(N)    090 24 43.54500(W) AD(       ) 3
 QN0401
 QN0401.Superseded values are not recommended for survey control.
 QN0401
 QN0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0401.See file dsdata.pdf to determine how the superseded data were derived.
 QN0401
 QN0401_MARKER: DS = TRIANGULATION STATION DISK
 QN0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0401_STAMPING: ANDY 1921
 QN0401_MARK LOGO: CGS
 QN0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0401+STABILITY: SURFACE MOTION
 QN0401
 QN0401  HISTORY     - Date     Condition        Report By
 QN0401  HISTORY     - 1921     MONUMENTED       CGS
 QN0401  HISTORY     - 1935     POOR             WIGS
 QN0401  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QN0401  HISTORY     - 20041007 MARK NOT FOUND   WIDT
 QN0401
 QN0401                          STATION DESCRIPTION
 QN0401
 QN0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0401'STATION IS ABOUT 5/8 MILE W OF PENNINGTON, ON THE N SIDE OF
 QN0401'THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0401'RAILWAY, 65 METERS E OF FIRST ROAD CROSSING SIGN W OF PENNINGTON.
 QN0401'IT IS ON THE APEX OF THE RISE W OF THE TOWN, ON THE N BANK
 QN0401'OF DEEPEST CUT W OF THE TOWN.  IT IS 4.78 METERS (15.685 FEET)
 QN0401'N OF N RAIL.  REFERENCE MARK IS ON THE SAME SIDE OF TRACK.
 QN0401'
 QN0401'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0401'DISKS SET IN CONCRETE.
 QN0401
 QN0401                          STATION RECOVERY (1935)
 QN0401
 QN0401'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QN0401'DESCRIPTION ADEQUATE.  SURFACE MARK LYING IN DITCH BESIDE
 QN0401'TRACK.  SUBSURFACE MARK SHOULD BE IN GOOD CONDITION.
 QN0401
 QN0401                          STATION RECOVERY (1952)
 QN0401
 QN0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0401'SURFACE MARK REPORTED DESTROYED PREVIOUSLY, NO ATTEMPT WAS
 QN0401'MADE TO RECOVER THE SUBSURFACE MARK OR THE REFERENCE MARK.
 QN0401
 QN0401                          STATION RECOVERY (2004)
 QN0401
 QN0401'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0401'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0060 ***********************************************************************
 PN0060  DESIGNATION -  ANDY
 PN0060  PID         -  PN0060
 PN0060  STATE/COUNTY-  WI/BROWN
 PN0060  COUNTRY     -  US
 PN0060  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0060
 PN0060                         *CURRENT SURVEY CONTROL
 PN0060  ______________________________________________________________________
 PN0060* NAD 83(1991) POSITION- 44 32 33.10320(N) 088 06 29.54732(W)   ADJUSTED
 PN0060* NAVD 88 ORTHO HEIGHT -   185.281 (meters)      607.88  (feet) ADJUSTED
 PN0060  ______________________________________________________________________
 PN0060  GEOID HEIGHT    -        -36.248 (meters)                     GEOID18
 PN0060  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 PN0060  DYNAMIC HEIGHT  -        185.258 (meters)      607.80  (feet) COMP
 PN0060  MODELED GRAVITY -    980,490.8   (mgal)                       NAVD 88
 PN0060
 PN0060  HORZ ORDER      -  FIRST
 PN0060  VERT ORDER      -  FIRST     CLASS II
 PN0060
 PN0060.The horizontal coordinates were established by classical geodetic methods
 PN0060.and adjusted by the National Geodetic Survey in November 1991.
 PN0060
 PN0060.The orthometric height was determined by differential leveling and
 PN0060.adjusted by the NATIONAL GEODETIC SURVEY
 PN0060.in June 1991.
 PN0060
 PN0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0060.GEOID18 height accuracy estimate available here.
 PN0060
 PN0060.Click photographs - Photos may exist for this station.
 PN0060
 PN0060.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0060
 PN0060.The dynamic height is computed by dividing the NAVD 88
 PN0060.geopotential number by the normal gravity value computed on the
 PN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0060.degrees latitude (g = 980.6199 gals.).
 PN0060
 PN0060.The modeled gravity was interpolated from observed gravity values.
 PN0060
 PN0060. The following values were computed from the NAD 83(1991) position.
 PN0060
 PN0060;                    North         East     Units Scale Factor Converg.
 PN0060;SPC WI C     -    80,555.461   750,324.033   MT  0.99995757   +1 20 05.3
 PN0060;SPC WI C     -   264,289.04  2,461,688.10   sFT  0.99995757   +1 20 05.3
 PN0060;UTM  16      - 4,932,730.414   411,963.960   MT  0.99969531   -0 46 38.6
 PN0060
 PN0060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0060!SPC WI C     -   0.99997663  x   0.99995757  =   0.99993420
 PN0060!UTM  16      -   0.99997663  x   0.99969531  =   0.99967195
 PN0060
 PN0060:                Primary Azimuth Mark                     Grid Az
 PN0060:SPC WI C     -  ANNA                                     077 42 13.0
 PN0060:UTM  16      -  ANNA                                     079 48 56.9
 PN0060
 PN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1196332730(NAD 83)
 PN0060
 PN0060|---------------------------------------------------------------------|
 PN0060| PID    Reference Object                     Distance      Geod. Az  |
 PN0060|                                                           dddmmss.s |
 PN0060| PN0863 ANNA                                APPROX. 0.9 KM 0790218.3 |
 PN0060|---------------------------------------------------------------------|
 PN0060
 PN0060                          SUPERSEDED SURVEY CONTROL
 PN0060
 PN0060  NAD 83(1986)-  44 32 33.09503(N)    088 06 29.53546(W) AD(       ) 1
 PN0060  NAD 27      -  44 32 33.12700(N)    088 06 29.15600(W) AD(       ) 1
 PN0060  NGVD 29 (??/??/92)  185.316  (m)          607.99   (f) ADJ UNCH    1 2
 PN0060  NGVD 29             185.32   (m)          608.0    (f) LEVELING    3  
 PN0060
 PN0060.Superseded values are not recommended for survey control.
 PN0060
 PN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0060.See file dsdata.pdf to determine how the superseded data were derived.
 PN0060
 PN0060_MARKER: DE = TRAVERSE STATION DISK
 PN0060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PN0060_STAMPING: ANDY 1926
 PN0060_MARK LOGO: CGS
 PN0060_MAGNETIC: P = MARKER IS A STEEL PIPE
 PN0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0060+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2018
 PN0060
 PN0060  HISTORY     - Date     Condition        Report By
 PN0060  HISTORY     - 1926     MONUMENTED       CGS
 PN0060  HISTORY     - 1930     GOOD             CGS
 PN0060  HISTORY     - 1930     GOOD             CGS
 PN0060  HISTORY     - 1934     GOOD             CGS
 PN0060  HISTORY     - 1954     GOOD             CGS
 PN0060  HISTORY     - 1976     MARK NOT FOUND   ALSTER
 PN0060  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0060  HISTORY     - 19940422 GOOD             WI-009
 PN0060  HISTORY     - 20040330 GOOD             USPSQD
 PN0060  HISTORY     - 20180908 GOOD             USPSQD
 PN0060
 PN0060                          STATION DESCRIPTION
 PN0060
 PN0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0060'STATION IS LOCATED ABOUT 2-1/4 MILES W OF THE WESTERN CITY LIMITS
 PN0060'OF GREEN BAY, WISCONSIN, ALONG THE TRACKS OF THE GREEN BAY AND
 PN0060'WESTERN RAILWAY.  ON THE FIRST CURVE W OF DUCK CREEK, BEING ABOUT
 PN0060'250 METERS W OF THE CREEK.  IT IS ON THE INTERSECTION OF THE
 PN0060'TANGENTS OF THE S RAIL TO THE E, AND THE N RAIL TO THE W.  IT IS
 PN0060'12.285 METERS (40.32 FEET) S OF THE S RAIL OF THE TRACK, AND
 PN0060'2.20 METERS N OF THE S PROPERTY FENCE OF THE RAILROAD.  ON THE
 PN0060'OPPOSITE SIDE OF THE TRACK FROM THE STATION THERE IS A SMALL
 PN0060'HILL, ABOUT 50 FEET HIGH, BEING THE FIRST RISE ON THE W SIDE OF
 PN0060'THE CREEK.  IT IS ALSO 2.04 METERS W OF A LONE ELM TREE.
 PN0060'
 PN0060'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF
 PN0060'A 4-INCH GALVANIZED-IRON PIPE FILLED WITH CONCRETE AND ANCHORED
 PN0060'2-1/2 FEET BELOW THE SURFACE, WITH A BOLT THROUGH THE PIPE SET
 PN0060'IN CONCRETE.
 PN0060
 PN0060                          STATION RECOVERY (1930)
 PN0060
 PN0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0060'MARK FOUND AS DESCRIBED IN VERY GOOD CONDITION.  DESCRIPTION
 PN0060'ADEQUATE.
 PN0060
 PN0060                          STATION RECOVERY (1930)
 PN0060
 PN0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0060'5 MI W FROM GREEN BAY.
 PN0060'ON THE GREEN BAY AND WESTERN RAILROAD, 5.05 MILES WEST OF THE
 PN0060'DEPOT AT GREEN BAY, ON THE FIRST CURVE WEST OF DUCK CREEK, BEING
 PN0060'ABOUT 250 METERS WEST OF THE CREEK, IT IS ON THE INTERSECTION OF
 PN0060'THE TANGENTS OF THE SOUTH RAIL TO THE EAST AND THE NORTH RAIL TO
 PN0060'THE WEST.  IT IS 12.285 METERS (40.32 FEET) SOUTH OF THE SOUTH
 PN0060'RAIL OF THE TRACK, AND 2.20 METERS NORTH OF THE SOUTH PROPERTY
 PN0060'LINE FENCE OF THE RAILROAD.  ON THE OPPOSITE SIDE OF THE TRACK
 PN0060'FROM THE STATION THERE IS A SMALL HILL, ABOUT 50 FEET HIGH, BEING
 PN0060'THE FIRST RISE ON THE WEST SIDE OF THE CREEK.  MARK IS ALSO 2.04
 PN0060'METERS WEST OF A LONE ELM TREE, STANDARD TRAVERSE STATION DISC SET
 PN0060'IN CONCRETE MONUMENT.
 PN0060
 PN0060                          STATION RECOVERY (1934)
 PN0060
 PN0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0060'RECOVERED IN GOOD CONDITION.
 PN0060
 PN0060                          STATION RECOVERY (1954)
 PN0060
 PN0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 PN0060'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 PN0060
 PN0060                          STATION RECOVERY (1976)
 PN0060
 PN0060'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (KAK)
 PN0060'COULD NOT LOCATE ABOVE DESCRIBED BENCHMARK.
 PN0060'
 PN0060'WAS HARD TO RECONSTRUCT PROBABLE POSITION AFTER A THOUROGH SEARCH.
 PN0060'
 PN0060'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES W. OF GREEN
 PN0060'BAY.
 PN0060
 PN0060                          STATION RECOVERY (1985)
 PN0060
 PN0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0060'MARK NOT FOUND.
 PN0060
 PN0060                          STATION RECOVERY (1994)
 PN0060
 PN0060'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0060'MARK IS LOCATED BY THE DEAD END OF PARK RD.  OTHERWISE DESCRIPTION IS
 PN0060'ADEQUATE.
 PN0060
 PN0060                          STATION RECOVERY (2004)
 PN0060
 PN0060'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0060'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 FOOT NORTH OF A
 PN0060'WHITE PLASTIC WITNESS POST.
 PN0060
 PN0060                          STATION RECOVERY (2018)
 PN0060
 PN0060'RECOVERY NOTE BY US POWER SQUADRON 2018 (OBJ)
 PN0060'TO REACH FROM THE DEAD END OF PARK ROAD, GO SOUTH DOWN AN EMBANKMENT,
 PN0060'THEN UP TO AN OLD RAILROAD BED.  THE RAILROAD TRACKS HAVE BEEN REMOVED
 PN0060'AND THIS IS NOW A WALKING TRAIL.  CONTINUE SOUTH DOWN A SECOND
 PN0060'EMBANKMENT.  THE STATION IS 1 FT (0.3 M) NORTH OF THE WHITE SURVEYOR'S
 PN0060'STAKE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0668 ***********************************************************************
 PO0668  DESIGNATION -  ANDY
 PO0668  PID         -  PO0668
 PO0668  STATE/COUNTY-  WI/JACKSON
 PO0668  COUNTRY     -  US
 PO0668  USGS QUAD   -  BLAIR (2018)
 PO0668
 PO0668                         *CURRENT SURVEY CONTROL
 PO0668  ______________________________________________________________________
 PO0668* NAD 83(1996) POSITION- 44 22 22.32563(N) 091 08 29.24450(W)   ADJUSTED
 PO0668* NAVD 88 ORTHO HEIGHT -   377.0   (meters)     1237.    (feet) VERTCON3
 PO0668  ______________________________________________________________________
 PO0668  GEOID HEIGHT    -        -31.830 (meters)                     GEOID18
 PO0668  LAPLACE CORR    -         -8.36  (seconds)                    DEFLEC18
 PO0668  HORZ ORDER      -  SECOND
 PO0668
 PO0668.The horizontal coordinates were established by classical geodetic methods
 PO0668.and adjusted by the National Geodetic Survey in March 1999.
 PO0668
 PO0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0668
 PO0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0668.GEOID18 height accuracy estimate available here.
 PO0668
 PO0668.Click photographs - Photos may exist for this station.
 PO0668
 PO0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0668
 PO0668. The following values were computed from the NAD 83(1996) position.
 PO0668
 PO0668;                    North         East     Units Scale Factor Converg.
 PO0668;SPC WI C     -    60,591.483   509,028.302   MT  0.99997904   -0 48 19.4
 PO0668;SPC WI C     -   198,790.56  1,670,037.02   sFT  0.99997904   -0 48 19.4
 PO0668;UTM  15      - 4,914,967.611   648,071.310   MT  0.99986964   +1 17 59.9
 PO0668
 PO0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0668!SPC WI C     -   0.99994588  x   0.99997904  =   0.99992492
 PO0668!UTM  15      -   0.99994588  x   0.99986964  =   0.99981553
 PO0668
 PO0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4807114967(NAD 83)
 PO0668
 PO0668|---------------------------------------------------------------------|
 PO0668| PID    Reference Object                     Distance      Geod. Az  |
 PO0668|                                                           dddmmss.s |
 PO0668| CJ8002 ANDY RM 1                            67.210 METERS 16040     |
 PO0668| CJ8003 ANDY RM 2                            65.800 METERS 20801     |
 PO0668|---------------------------------------------------------------------|
 PO0668
 PO0668                          SUPERSEDED SURVEY CONTROL
 PO0668
 PO0668  NAD 83(1991)-  44 22 22.32554(N)    091 08 29.24517(W) AD(       ) 2
 PO0668  NAD 83(1986)-  44 22 22.32077(N)    091 08 29.25564(W) AD(       ) 2
 PO0668  NAD 27      -  44 22 22.46135(N)    091 08 28.68463(W) AD(       ) 2
 PO0668  NGVD 29 (07/19/86)  377.0    (m)         1237.     (f) VERT ANG       
 PO0668
 PO0668.Superseded values are not recommended for survey control.
 PO0668
 PO0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0668.See file dsdata.pdf to determine how the superseded data were derived.
 PO0668
 PO0668_MARKER: DD = SURVEY DISK
 PO0668_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PO0668+WITH SETTING: INFORMATION.
 PO0668_STAMPING: ANDY 1967
 PO0668_MARK LOGO: USGS
 PO0668_PROJECTION: FLUSH
 PO0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0668
 PO0668  HISTORY     - Date     Condition        Report By
 PO0668  HISTORY     - 1967     MONUMENTED       USGS
 PO0668  HISTORY     - 19940202 GOOD             NGS
 PO0668
 PO0668                          STATION DESCRIPTION
 PO0668
 PO0668'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0668'THE STATION IS 4.0 MI N. AND 1.0 MI W. OF TAYLOR, ABOUT 55 YARDS
 PO0668'W. OF COUNTY RD. P, ON THE CREST OF A PROMINENT KNOLL, ON LAND
 PO0668'OWNED BY MR. PETE O. ANDERSON, IN THE NE. QUARTER SEC. 19, T. 22
 PO0668'N., R. 6 W.
 PO0668'
 PO0668'TO REACH THE STATION FROM TAYLOR POST OFFICE, GO ONE BLOCK W. TO
 PO0668'THE JCT. OF COUNTY RDS. N AND P, TURN RIGHT AND GO 0.6 MI N. TO
 PO0668'THE JCT. OF WISC. HWY. 95, CONTINUE N. ON COUNTY RD. P FOR 3.5
 PO0668'MI TO A POINT OPPOSITE A KNOLL LEFT OF THE RD., ABOUT 400 YARDS
 PO0668'S. OF MR. ANDERSONS RESIDENCE.  WALK W. TO THE CREST OF THE
 PO0668'KNOLL AND THE STATION.
 PO0668'
 PO0668'THE STATION AND REFERENCE MARKS ARE STANDARD TABLETS CRIMPED ON
 PO0668'COPPER WELD RODS DRIVEN ABOUT 8 FT TO REFUSAL IN BEDROCK, SET IN
 PO0668'6 IN. DIAMETER TILE FILLED WITH GRAVEL AND STAMPED ANDY 1967.
 PO0668'
 PO0668'THE STATION MARK IS 1463 FT S. OF A T-RD. W., 172 FT W. OF A
 PO0668'MACADAM RD., 112 FT W. OF THE RIGHT-OF-WAY FENCE, AND 1 FT S. OF A
 PO0668'METAL WITNESS POST.
 PO0668'
 PO0668'REFERENCE MARK NO. 1 IS 67.21 M. (220.49 FT) NE. OF THE STATION,
 PO0668'49 FT W. OF THE CENTER OF THE RD. AND 1 FT W. OF THE RIGHT-OF-WAY
 PO0668'FENCE.
 PO0668'
 PO0668'REFERENCE MARK NO. 2 IS 65.80 M. (215.88 FT) E. OF THE STATION,
 PO0668'46 FT E. OF THE CENTER OF THE RD. AND 1 FT S. OF A METAL WITNESS
 PO0668'POST.
 PO0668'
 PO0668'NO AZIMUTH MARK WAS SET.  ANGLES FOR AZIMUTH WERE TURNED TO USGS
 PO0668'BM 37 EV 1967 0.3 MI N. AND TO A MICROWAVE TOWER SW., POINTING TO
 PO0668'THE TOP RED LIGHT.
 PO0668'
 PO0668'NOTE--REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED AND IN GOOD
 PO0668'CONDITION.  STATION MARK NOT FOUND.  WITNESS POST FOUND BROKEN OFF
 PO0668'AND REMOVED BUT NO EVIDENCE OF THE STATION COULD BE FOUND.  AN
 PO0668'EXTENSIVE SEARCH WAS MADE (10/68 J. C. MAY)
 PO0668'
 PO0668'STANDARD BRACED TRIPOD USED.
 PO0668
 PO0668                          STATION RECOVERY (1994)
 PO0668
 PO0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JE)
 PO0668'MARK WAS FOUND GRASSED OVER BUT IN VERY GOOD SHAPE.  SIGN POST IS
 PO0668'LAYING NEAR MARK.  MARK IS 0.5 M (1.6 FT) EAST OF THE EASTERLY WHEEL
 PO0668'TRACK OF A VEHICLE TRAIL WHICH RUNS NORTH-SOUTH OVER THIS KNOLL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2635 ***********************************************************************
 DL2635  DESIGNATION -  ANGELICA C GPS
 DL2635  PID         -  DL2635
 DL2635  STATE/COUNTY-  WI/SHAWANO
 DL2635  COUNTRY     -  US
 DL2635  USGS QUAD   -  ZACHOW (2018)
 DL2635
 DL2635                         *CURRENT SURVEY CONTROL
 DL2635  ______________________________________________________________________
 DL2635* NAD 83(2011) POSITION- 44 43 00.11957(N) 088 17 41.07834(W)   ADJUSTED
 DL2635* NAD 83(2011) ELLIP HT-   209.133 (meters)        (04/14/17)   ADJUSTED
 DL2635* NAD 83(2011) EPOCH   -  2010.00
 DL2635* NAVD 88 ORTHO HEIGHT -   245.392 (meters)      805.09  (feet) ADJUSTED
 DL2635  ______________________________________________________________________
 DL2635  GEOID HEIGHT    -        -36.262 (meters)                     GEOID18
 DL2635  NAD 83(2011) X  -    135,099.436 (meters)                     COMP
 DL2635  NAD 83(2011) Y  - -4,537,935.520 (meters)                     COMP
 DL2635  NAD 83(2011) Z  -  4,465,178.865 (meters)                     COMP
 DL2635  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 DL2635  DYNAMIC HEIGHT  -        245.361 (meters)      804.99  (feet) COMP
 DL2635  MODELED GRAVITY -    980,486.5   (mgal)                       NAVD 88
 DL2635
 DL2635  VERT ORDER      -  SECOND    CLASS I
 DL2635
 DL2635  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2635  Standards:
 DL2635         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2635            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2635  -------------------------------------------------------------------
 DL2635  NETWORK    0.54   0.98           0.24   0.20   0.50     -0.08687796
 DL2635  -------------------------------------------------------------------
 DL2635  Click here for local accuracies and other accuracy information.
 DL2635
 DL2635.The horizontal coordinates were established by GPS observations
 DL2635.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2635
 DL2635.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2635.been affixed to the stable North American tectonic plate. See 
 DL2635.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2635
 DL2635.The horizontal coordinates are valid at the epoch date displayed above
 DL2635.which is a decimal equivalence of Year/Month/Day.
 DL2635
 DL2635.The orthometric height was determined by differential leveling and
 DL2635.adjusted by the WI DEPT OF TRANSP
 DL2635.in May 2012.
 DL2635
 DL2635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2635.GEOID18 height accuracy estimate available here.
 DL2635
 DL2635.Click photographs - Photos may exist for this station.
 DL2635
 DL2635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2635
 DL2635.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2635
 DL2635.The ellipsoidal height was determined by GPS observations
 DL2635.and is referenced to NAD 83.
 DL2635
 DL2635.The dynamic height is computed by dividing the NAVD 88
 DL2635.geopotential number by the normal gravity value computed on the
 DL2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2635.degrees latitude (g = 980.6199 gals.).
 DL2635
 DL2635.The modeled gravity was interpolated from observed gravity values.
 DL2635
 DL2635. The following values were computed from the NAD 83(2011) position.
 DL2635
 DL2635;                    North         East     Units Scale Factor Converg.
 DL2635;SPC WI C     -    99,576.636   735,097.540   MT  0.99994456   +1 12 11.5
 DL2635;SPC WI C     -   326,694.35  2,411,732.51   sFT  0.99994456   +1 12 11.5
 DL2635;UTM  16      - 4,952,295.437   397,452.654   MT  0.99972931   -0 54 39.8
 DL2635
 DL2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2635!SPC WI C     -   0.99996721  x   0.99994456  =   0.99991177
 DL2635!UTM  16      -   0.99996721  x   0.99972931  =   0.99969653
 DL2635
 DL2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9745252295(NAD 83)
 DL2635
 DL2635                          SUPERSEDED SURVEY CONTROL
 DL2635
 DL2635  NAD 83(2007)-  44 43 00.11956(N)    088 17 41.07923(W) AD(2002.00) 1
 DL2635  ELLIP H (04/03/12)  209.163  (m)                       GP(2002.00) 4 1
 DL2635
 DL2635.Superseded values are not recommended for survey control.
 DL2635
 DL2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2635.See file dsdata.pdf to determine how the superseded data were derived.
 DL2635
 DL2635_MARKER: DD = SURVEY DISK
 DL2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2635_STAMPING: ANGELICA C GPS 1993
 DL2635_MARK LOGO: WIDT
 DL2635_PROJECTION: FLUSH
 DL2635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2635+STABILITY: SURFACE MOTION
 DL2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2635+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DL2635
 DL2635  HISTORY     - Date     Condition        Report By
 DL2635  HISTORY     - 1993     MONUMENTED       WI-115
 DL2635  HISTORY     - 20081104 GOOD             WIDT
 DL2635  HISTORY     - 20100503 GOOD             WIDT
 DL2635  HISTORY     - 20150420 GOOD             WI-115
 DL2635
 DL2635                          STATION DESCRIPTION
 DL2635
 DL2635'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2635'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DL2635'HIGHWAY S EAST AND MIDDLE ROAD WEST APPROXIMATELY 3 MI (4.8 KM) NORTH
 DL2635'OF THE VILLAGE OF PULASKI, GO WEST ON MIDDLE ROAD FOR 2.0 MI (3.2 KM)
 DL2635'TO ELM ROAD, CONTINUE WEST ON MIDDLE ROAD FOR 0.45 MILE TO THE STATION
 DL2635'ON THE LEFT.  THE STATION IS A BRONZE WIS. DEPT. OF TRANSPORTATION
 DL2635'GEODETIC CONTROL STATION DISK STAMPED --ANGELICA C GPS 1993-- SET IN
 DL2635'THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DL2635'GROUND, AND APPROXIMATELY 1.5 M (4.9 FT) BELOW THE ROAD PAVEMENT.  THE
 DL2635'STATION IS 9.3 M (30.5 FT) SOUTH OF THE CENTERLINE OF MIDDLE ROAD,
 DL2635'0.55 MILE EAST OF WILLOW ROAD, APPROXIMATELY 130 M (426.5 FT) EAST OF
 DL2635'PRIVATE ENTRANCE --W1133--, 1.1 M (3.6 FT) WEST OF A 30 CM (12 INCHES)
 DL2635'HIGH 4-CM (2 INCH) DIAMETER METAL PIPE, 1.1 M (3.6 FT) NORTH OF A
 DL2635'CULTIVATED FIELD, AND 1.0 M (3.3 FT) EAST AND 1.0 M (3.3 FT) WEST OF
 DL2635'TWO ORANGE 4X4 PLASTIC GUARD POSTS.  ---NOTE---THIS STATION HAS NO
 DL2635'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DL2635'HORIZON.
 DL2635
 DL2635                          STATION RECOVERY (2010)
 DL2635
 DL2635'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (GRS)
 DL2635'RECOVERED AS DESCRIBED
 DL2635
 DL2635                          STATION RECOVERY (2015)
 DL2635
 DL2635'RECOVERY NOTE BY SHAWANO COUNTY WISCONSIN 2015 (EPS)
 DL2635'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN6859 ***********************************************************************
 DN6859  DESIGNATION -  ANGELICA S GPS
 DN6859  PID         -  DN6859
 DN6859  STATE/COUNTY-  WI/SHAWANO
 DN6859  COUNTRY     -  US
 DN6859  USGS QUAD   -  ZACHOW (2018)
 DN6859
 DN6859                         *CURRENT SURVEY CONTROL
 DN6859  ______________________________________________________________________
 DN6859* NAD 83(2011) POSITION- 44 40 27.03512(N) 088 20 17.17383(W)   ADJUSTED
 DN6859* NAD 83(2011) ELLIP HT-   234.619 (meters)        (04/14/17)   ADJUSTED
 DN6859* NAD 83(2011) EPOCH   -  2010.00
 DN6859* NAVD 88 ORTHO HEIGHT -   270.859 (meters)      888.64  (feet) ADJUSTED
 DN6859  ______________________________________________________________________
 DN6859  GEOID HEIGHT    -        -36.247 (meters)                     GEOID18
 DN6859  NAD 83(2011) X  -    131,762.132 (meters)                     COMP
 DN6859  NAD 83(2011) Y  - -4,541,376.879 (meters)                     COMP
 DN6859  NAD 83(2011) Z  -  4,461,837.558 (meters)                     COMP
 DN6859  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 DN6859  DYNAMIC HEIGHT  -        270.824 (meters)      888.53  (feet) COMP
 DN6859  MODELED GRAVITY -    980,481.6   (mgal)                       NAVD 88
 DN6859
 DN6859  VERT ORDER      -  SECOND    CLASS I
 DN6859
 DN6859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6859  Standards:
 DN6859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6859  -------------------------------------------------------------------
 DN6859  NETWORK    0.65   1.23           0.29   0.24   0.63     -0.09276630
 DN6859  -------------------------------------------------------------------
 DN6859  Click here for local accuracies and other accuracy information.
 DN6859
 DN6859.The horizontal coordinates were established by GPS observations
 DN6859.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DN6859
 DN6859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6859.been affixed to the stable North American tectonic plate. See 
 DN6859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6859
 DN6859.The horizontal coordinates are valid at the epoch date displayed above
 DN6859.which is a decimal equivalence of Year/Month/Day.
 DN6859
 DN6859.The orthometric height was determined by differential leveling and
 DN6859.adjusted by the NATIONAL GEODETIC SURVEY
 DN6859.in February 2017.
 DN6859
 DN6859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6859.GEOID18 height accuracy estimate available here.
 DN6859
 DN6859.Click photographs - Photos may exist for this station.
 DN6859
 DN6859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6859
 DN6859.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6859
 DN6859.The ellipsoidal height was determined by GPS observations
 DN6859.and is referenced to NAD 83.
 DN6859
 DN6859.The dynamic height is computed by dividing the NAVD 88
 DN6859.geopotential number by the normal gravity value computed on the
 DN6859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6859.degrees latitude (g = 980.6199 gals.).
 DN6859
 DN6859.The modeled gravity was interpolated from observed gravity values.
 DN6859
 DN6859. The following values were computed from the NAD 83(2011) position.
 DN6859
 DN6859;                    North         East     Units Scale Factor Converg.
 DN6859;SPC WI C     -    94,781.208   731,759.573   MT  0.99994689   +1 10 21.3
 DN6859;SPC WI C     -   310,961.35  2,400,781.20   sFT  0.99994689   +1 10 21.3
 DN6859;UTM  16      - 4,947,627.384   393,940.822   MT  0.99973832   -0 56 27.1
 DN6859
 DN6859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6859!SPC WI C     -   0.99996321  x   0.99994689  =   0.99991011
 DN6859!UTM  16      -   0.99996321  x   0.99973832  =   0.99970154
 DN6859
 DN6859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9394047627(NAD 83)
 DN6859
 DN6859                          SUPERSEDED SURVEY CONTROL
 DN6859
 DN6859  NAD 83(2007)-  44 40 27.03527(N)    088 20 17.17489(W) AD(2002.00) 1
 DN6859  ELLIP H (04/03/12)  234.641  (m)                       GP(2002.00) 4 1
 DN6859  NAVD 88 (02/22/13)  270.86   (m)  GEOID12A model used  GPS OBS        
 DN6859
 DN6859.Superseded values are not recommended for survey control.
 DN6859
 DN6859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6859.See file dsdata.pdf to determine how the superseded data were derived.
 DN6859
 DN6859_MARKER: DD = SURVEY DISK
 DN6859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN6859_STAMPING: ANGELICA S GPS 1993
 DN6859_MARK LOGO: WIDT
 DN6859_PROJECTION: FLUSH
 DN6859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN6859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6859+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2015
 DN6859
 DN6859  HISTORY     - Date     Condition        Report By
 DN6859  HISTORY     - 1993     MONUMENTED       WI-115
 DN6859  HISTORY     - 20081111 GOOD             WIDT
 DN6859  HISTORY     - 20150716 GOOD             WIDT
 DN6859
 DN6859                          STATION DESCRIPTION
 DN6859
 DN6859'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN6859'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DN6859'HIGHWAY 55 WEST AND STATE HIGHWAY 160 EAST (EXIT 242) APPROXIMATELY
 DN6859'0.2 MI (0.3 KM) EAST OF THE COMMUNITY OF ANGELICA, GO WEST ON STATE
 DN6859'HIGHWAY 55 FOR 0.1 MI (0.2 KM) TO STATE HIGHWAY 55 TURNING LEFT AND
 DN6859'COUNTY HIGHWAY SOUTH AHEAD, GO WEST ON COUNTY HIGHWAY SOUTH FOR 1.0 MI
 DN6859'(1.6 KM) TO MAPLE ROAD LEFT.  CONTINUE WEST ON COUNTY HIGHWAY SOUTH
 DN6859'FOR 0.30 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DN6859'
 DN6859'THE STATION IS A BRONZE WIS.  DEPARTMENT.  OF TRANSPORTATION GEODETIC
 DN6859'CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER
 DN6859'ROUND CONCRETE POST, FLUSH WITH THE GROUND AND APPROXIMATELY 1 M (3.3
 DN6859'FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 10.3 M (33.8 FT)
 DN6859'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY SOUTH, 0.14 MI (0.2 KM) EAST
 DN6859'OF WILLOW ROAD, APPROXIMATELY 57 M (187.0 FT) EAST OF PRIVATE ENTRANCE
 DN6859'-W2038-, 6.8 M (22.3 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 DN6859'BRIDGE, 5.7 M (18.7 FT) NORTH OF THE EAST END OF A METAL GUARD RAIL,
 DN6859'1.7 M (5.6 FT) WEST OF TELEPHONE PEDESTAL -ANGL HA 7A- AND 0.5 M (1.6
 DN6859'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DN6859'
 DN6859'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN6859'DEGREES ABOVE THE HORIZON.
 DN6859
 DN6859                          STATION RECOVERY (2015)
 DN6859
 DN6859'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DN6859'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2535 ***********************************************************************
 DQ2535  DESIGNATION -  ANGELICA S GPS AZ MK
 DQ2535  PID         -  DQ2535
 DQ2535  STATE/COUNTY-  WI/SHAWANO
 DQ2535  COUNTRY     -  US
 DQ2535  USGS QUAD   -  ZACHOW (2018)
 DQ2535
 DQ2535                         *CURRENT SURVEY CONTROL
 DQ2535  ______________________________________________________________________
 DQ2535* NAD 83(1986) POSITION- 44 40 26.4    (N) 088 19 53.9    (W)   HD_HELD2
 DQ2535* NAVD 88 ORTHO HEIGHT -   276.991 (meters)      908.76  (feet) ADJUSTED
 DQ2535  ______________________________________________________________________
 DQ2535  GEOID HEIGHT    -        -36.247 (meters)                     GEOID18
 DQ2535  DYNAMIC HEIGHT  -        276.955 (meters)      908.64  (feet) COMP
 DQ2535  MODELED GRAVITY -    980,482.1   (mgal)                       NAVD 88
 DQ2535
 DQ2535  VERT ORDER      -  SECOND    CLASS I
 DQ2535
 DQ2535.The horizontal coordinates were established by autonomous hand held GPS
 DQ2535.observations and have an estimated accuracy of +/- 10 meters.
 DQ2535
 DQ2535.The orthometric height was determined by differential leveling and
 DQ2535.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2535.in February 2017.
 DQ2535
 DQ2535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2535.GEOID18 height accuracy estimate available here.
 DQ2535
 DQ2535.Click photographs - Photos may exist for this station.
 DQ2535
 DQ2535.The dynamic height is computed by dividing the NAVD 88
 DQ2535.geopotential number by the normal gravity value computed on the
 DQ2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2535.degrees latitude (g = 980.6199 gals.).
 DQ2535
 DQ2535.The modeled gravity was interpolated from observed gravity values.
 DQ2535
 DQ2535;                    North         East    Units  Estimated Accuracy
 DQ2535;SPC WI C     -    94,772.      732,272.      MT  (+/- 10 meters HH2 GPS)
 DQ2535
 DQ2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9445247599(NAD 83)
 DQ2535
 DQ2535                          SUPERSEDED SURVEY CONTROL
 DQ2535
 DQ2535.No superseded survey control is available for this station.
 DQ2535
 DQ2535_MARKER: DZ = AZIMUTH MARK DISK
 DQ2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2535_STAMPING: ANGELICA S GPS 1993
 DQ2535_MARK LOGO: WIDT
 DQ2535_PROJECTION: PROJECTING 6 CENTIMETERS
 DQ2535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2535+STABILITY: SURFACE MOTION
 DQ2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2535+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2015
 DQ2535
 DQ2535  HISTORY     - Date     Condition        Report By
 DQ2535  HISTORY     - UNK      MONUMENTED
 DQ2535  HISTORY     - 20150716 GOOD             WIDT
 DQ2535
 DQ2535                          STATION DESCRIPTION
 DQ2535
 DQ2535'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2535'THE STATION IS 11 MI (17.7 KM) NORTH OF SEYMOUR, 7 MI (11.3 KM)
 DQ2535'SOUTHEAST OF BONDUEL, AND 4 MI (6.4 KM) WEST OF PULASKI.
 DQ2535'
 DQ2535'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DQ2535'HIGHWAY 55 SOUTH AND STATE HIGHWAY 160 EAST (EXIT 242), ABOUT 3 MI
 DQ2535'(4.8 KM) WEST OF THE CITY OF PULASKI, GO WEST ON STATE HIGHWAY 55
 DQ2535'SOUTH FOR 0.15 MI (0.2 KM) TO STATE HIGHWAY 55 SOUTH ON THE LEFT AND
 DQ2535'COUNTY HIGHWAY S AHEAD, CONTINUE WEST ON COUNTY HIGHWAY S FOR 0.05 MI
 DQ2535'(0.1 KM) TO COUNTY HIGHWAY C ON RIGHT AND LOT LANE ON THE LEFT.
 DQ2535'CONTINUE WEST ON COUNTY HIGHWAY S FOR 0.85 MI (1.4 KM) TO MAPLE ROAD
 DQ2535'ON THE LEFT AND THE STATION ON THE LEFT.
 DQ2535'
 DQ2535'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2535'GEODETIC SURVEY AZIMUTH MARK DISK SET IN THE TOP OF A 40 CM (16
 DQ2535'INCHES) DIAMETER CONCRETE POST, ABOUT 0.3 M (1.0 FT) LOWER THAN THE
 DQ2535'ROAD GRADE.  THE STATION IS 7.4 M (24.3 FT) SOUTH OF THE CENTERLINE OF
 DQ2535'COUNTY HIGHWAY S, 27.7 M (90.9 FT) EAST OF THE CENTERLINE OF MAPLE
 DQ2535'ROAD, 43.8 M (143.7 FT) SOUTHEAST OF A UTILITY JUNCTION BOX -HA 6-,
 DQ2535'20.8 M (68.2 FT) EAST OF A -STOP- SIGN, AND LOCATED BETWEEN TWO WHITE
 DQ2535'PLASTIC WITNESS POSTS.
 DQ2535'
 DQ2535'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2535'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9031 ***********************************************************************
 DQ9031  DESIGNATION -  ANGELO
 DQ9031  PID         -  DQ9031
 DQ9031  STATE/COUNTY-  WI/MONROE
 DQ9031  COUNTRY     -  US
 DQ9031  USGS QUAD   -  SPARTA (2018)
 DQ9031
 DQ9031                         *CURRENT SURVEY CONTROL
 DQ9031  ______________________________________________________________________
 DQ9031* NAD 83(1986) POSITION- 43 58 07.09   (N) 090 46 32.88   (W)   HD_HELD1
 DQ9031* NAVD 88 ORTHO HEIGHT -   243.811 (meters)      799.90  (feet) ADJUSTED
 DQ9031  ______________________________________________________________________
 DQ9031  GEOID HEIGHT    -        -33.234 (meters)                     GEOID18
 DQ9031  DYNAMIC HEIGHT  -        243.763 (meters)      799.75  (feet) COMP
 DQ9031  MODELED GRAVITY -    980,414.1   (mgal)                       NAVD 88
 DQ9031
 DQ9031  VERT ORDER      -  SECOND    CLASS I
 DQ9031
 DQ9031.The horizontal coordinates were determined by differentially corrected
 DQ9031.hand held GPS observations or other comparable positioning techniques
 DQ9031.and have an estimated accuracy of +/- 3 meters.
 DQ9031
 DQ9031.The orthometric height was determined by differential leveling and
 DQ9031.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9031.in September 2018.
 DQ9031
 DQ9031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9031.GEOID18 height accuracy estimate available here.
 DQ9031
 DQ9031.Click photographs - Photos may exist for this station.
 DQ9031
 DQ9031.The dynamic height is computed by dividing the NAVD 88
 DQ9031.geopotential number by the normal gravity value computed on the
 DQ9031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9031.degrees latitude (g = 980.6199 gals.).
 DQ9031
 DQ9031.The modeled gravity was interpolated from observed gravity values.
 DQ9031
 DQ9031;                    North         East    Units  Estimated Accuracy
 DQ9031;SPC WI S     -   218,991.8     537,745.3     MT  (+/- 3 meters HH1 GPS) 
 DQ9031
 DQ9031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7841870794(NAD 83)
 DQ9031
 DQ9031                          SUPERSEDED SURVEY CONTROL
 DQ9031
 DQ9031.No superseded survey control is available for this station.
 DQ9031
 DQ9031_MARKER: DD = SURVEY DISK
 DQ9031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9031_SP_SET: BRIDGE ABUTMENT
 DQ9031_STAMPING: ANGELO 2018
 DQ9031_MARK LOGO: WIDT
 DQ9031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9031+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2018
 DQ9031
 DQ9031  HISTORY     - Date     Condition        Report By
 DQ9031  HISTORY     - 2018     MONUMENTED       WIDT
 DQ9031  HISTORY     - 20180515 GOOD             WIDT
 DQ9031
 DQ9031                          STATION DESCRIPTION
 DQ9031
 DQ9031'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9031'THE STATION IS LOCATED 16 MI (25.7 KM) EAST OF WEST SALEM, 13 MI (20.9
 DQ9031'KM) WEST OF TOMAH AND 3 MI (4.8 KM) NORTHEAST OF SPARTA.
 DQ9031'
 DQ9031'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH COUNTY
 DQ9031'HIGHWAY A ABOUT 2.5 MI (4.0 KM) NORTHEAST OF THE CITY OF SPARTA, GO
 DQ9031'WEST ON STATE HIGHWAY 21 FOR 0.5 MI (0.8 KM) TO COUNTY HIGHWAY I ON
 DQ9031'THE RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY I FOR 0.05 MI
 DQ9031'(0.08 KM) TO A HIGHWAY FRONTAGE ROAD.  TURN RIGHT AND GO EAST ON THE
 DQ9031'FRONTAGE ROAD FOR APPROXIMATELY 150 FT (45.7 M) TO A CUL-DE-SAC AND
 DQ9031'GATED DRIVEWAY -19825- FOR THE WESTERN WISCONSIN TECHNICAL COLLEGE
 DQ9031'HYDRO POWER STATION (FORMERLY THE SITE OF THE ANGELO DAM).
 DQ9031'
 DQ9031'THE STATION IS 5.2 M (17.1 FT) EAST OF A FILL STATION PIPE FOR THE
 DQ9031'SPARTA RURAL FIRE DEPARTMENT (FILL PIPE MARKED BY TWO YELLOW GUARD
 DQ9031'POSTS), 4.5 M (14.8 FT) WEST OF A CYCLONE FENCE PLACED ALONG THE
 DQ9031'WATERS EDGE OF THE INFLOW OF THE DAM AND 0.8 M (2.6 FT) SOUTHEAST OF
 DQ9031'THE ROUNDED END CAP OF A METAL BEAM GUARD RAIL INSTALLED IN PARALLEL
 DQ9031'TO AND WEST OF THE FORMER BRIDGE ABUTMENT.
 DQ9031'
 DQ9031'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ9031'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST EXTENDING
 DQ9031'TO 35 DEGREES ABOVE THE HORIZON.
 DQ9031'
 DQ9031'NOTE-THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ9031'SURVEY DISK SET IN A DRILL HOLE IN THE NORTH SIDE OF WHAT WAS FORMERLY
 DQ9031'THE WEST ABUTMENT OF A HIGHWAY BRIDGE OVER THE LA CROSSE RIVER,
 DQ9031'ADJACENT TO THE ANGELO DAM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2717 ***********************************************************************
 DP2717  DESIGNATION -  ANITA
 DP2717  PID         -  DP2717
 DP2717  STATE/COUNTY-  WI/POLK
 DP2717  COUNTRY     -  US
 DP2717  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DP2717
 DP2717                         *CURRENT SURVEY CONTROL
 DP2717  ______________________________________________________________________
 DP2717* NAD 83(2011) POSITION- 45 24 07.12047(N) 092 38 52.91304(W)   ADJUSTED
 DP2717* NAD 83(2011) ELLIP HT-   206.820 (meters)        (05/20/14)   ADJUSTED
 DP2717* NAD 83(2011) EPOCH   -  2010.00
 DP2717* NAVD 88 ORTHO HEIGHT -   234.493 (meters)      769.33  (feet) ADJUSTED
 DP2717  ______________________________________________________________________
 DP2717  GEOID HEIGHT    -        -27.672 (meters)                     GEOID18
 DP2717  NAD 83(2011) X  -   -207,256.734 (meters)                     COMP
 DP2717  NAD 83(2011) Y  - -4,481,245.949 (meters)                     COMP
 DP2717  NAD 83(2011) Z  -  4,518,973.960 (meters)                     COMP
 DP2717  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 DP2717  DYNAMIC HEIGHT  -        234.497 (meters)      769.35  (feet) COMP
 DP2717  MODELED GRAVITY -    980,625.6   (mgal)                       NAVD 88
 DP2717
 DP2717  VERT ORDER      -  SECOND    CLASS I
 DP2717
 DP2717  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2717  Standards:
 DP2717         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2717            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2717  -------------------------------------------------------------------
 DP2717  NETWORK    0.37   1.71           0.17   0.13   0.87     -0.01761614
 DP2717  -------------------------------------------------------------------
 DP2717  Click here for local accuracies and other accuracy information.
 DP2717
 DP2717.The horizontal coordinates were established by GPS observations
 DP2717.and adjusted by the MN DEPT OF TRANSP in May 2014.
 DP2717
 DP2717.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2717.been affixed to the stable North American tectonic plate. See 
 DP2717.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2717
 DP2717.The horizontal coordinates are valid at the epoch date displayed above
 DP2717.which is a decimal equivalence of Year/Month/Day.
 DP2717
 DP2717.The orthometric height was determined by differential leveling and
 DP2717.adjusted by the NATIONAL GEODETIC SURVEY
 DP2717.in September 2016.
 DP2717
 DP2717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2717.GEOID18 height accuracy estimate available here.
 DP2717
 DP2717.Click photographs - Photos may exist for this station.
 DP2717
 DP2717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2717
 DP2717.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2717
 DP2717.The ellipsoidal height was determined by GPS observations
 DP2717.and is referenced to NAD 83.
 DP2717
 DP2717.The dynamic height is computed by dividing the NAVD 88
 DP2717.geopotential number by the normal gravity value computed on the
 DP2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2717.degrees latitude (g = 980.6199 gals.).
 DP2717
 DP2717.The modeled gravity was interpolated from observed gravity values.
 DP2717
 DP2717. The following values were computed from the NAD 83(2011) position.
 DP2717
 DP2717;                    North         East     Units Scale Factor Converg.
 DP2717;SPC WI C     -   177,691.382   392,716.482   MT  0.99998281   -1 52 06.2
 DP2717;SPC WI C     -   582,975.81  1,288,437.32   sFT  0.99998281   -1 52 06.2
 DP2717;UTM  15      - 5,027,666.874   527,545.852   MT  0.99960933   +0 15 02.2
 DP2717
 DP2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2717!SPC WI C     -   0.99996758  x   0.99998281  =   0.99995039
 DP2717!UTM  15      -   0.99996758  x   0.99960933  =   0.99957692
 DP2717
 DP2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2754527666(NAD 83)
 DP2717
 DP2717                          SUPERSEDED SURVEY CONTROL
 DP2717
 DP2717  NAVD 88 (05/20/14)  234.50   (m)  GEOID12A model used  GPS OBS        
 DP2717
 DP2717.Superseded values are not recommended for survey control.
 DP2717
 DP2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2717.See file dsdata.pdf to determine how the superseded data were derived.
 DP2717
 DP2717_MARKER: F = FLANGE-ENCASED ROD
 DP2717_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2717_STAMPING: ANITA 2014
 DP2717_MARK LOGO: MNDT
 DP2717_PROJECTION: FLUSH
 DP2717_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2717+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2025
 DP2717_ROD/PIPE-DEPTH: 7.0 meters
 DP2717
 DP2717  HISTORY     - Date     Condition        Report By
 DP2717  HISTORY     - 20140414 MONUMENTED       MNDT
 DP2717  HISTORY     - 20141007 GOOD             MNDT
 DP2717  HISTORY     - 20250120 GOOD             DJHENK
 DP2717
 DP2717                          STATION DESCRIPTION
 DP2717
 DP2717'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP2717'0.50 MILE SOUTHWEST OF SAINT CROIX  FALLS, 0.15 MILE WEST ALONG TRUNK
 DP2717'HIGHWAY 8 FROM JUNCTION OF TRUNK HIGHWAY 8 AND TRUNK HIGHWAY 87 IN ST
 DP2717'CROIX FALLS, 47.5 FEET SOUTH OF EAST BOUND TRUNK HIGHWAY 8 FOGLINE,
 DP2717'0.20 MILE EAST OF JUNCTION OF TRUNK HIGHWAY 95 NORTH, 0.15 MILE WEST
 DP2717'OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 95/TRUNK HIGHWAY 8, 1.5 FEET
 DP2717'EAST OF WITNESS POST.
 DP2717
 DP2717                          STATION RECOVERY (2014)
 DP2717
 DP2717'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP2717'RECOVERED IN GOOD CONDITION.
 DP2717'
 DP2717'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHWEST OF
 DP2717'CENTURIA, 3.2 MI (5.1 KM) NORTH-NORTHWEST OF DRESSER AND 0.7 MI (1.1
 DP2717'KM) SOUTHWEST OF SAINT CROIX FALLS.
 DP2717
 DP2717                          STATION RECOVERY (2025)
 DP2717
 DP2717'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2025 (TSS)
 DP2717'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0699 ***********************************************************************
 QM0699  DESIGNATION -  ANIWA
 QM0699  PID         -  QM0699
 QM0699  STATE/COUNTY-  WI/MARATHON
 QM0699  COUNTRY     -  US
 QM0699  USGS QUAD   -  ANIWA (2018)
 QM0699
 QM0699                         *CURRENT SURVEY CONTROL
 QM0699  ______________________________________________________________________
 QM0699* NAD 83(1991) POSITION- 45 02 56.31732(N) 089 14 05.94297(W)   ADJUSTED
 QM0699* NAVD 88 ORTHO HEIGHT -   469.    (meters)     1539.    (feet) SCALED
 QM0699  ______________________________________________________________________
 QM0699  GEOID HEIGHT    -        -34.962 (meters)                     GEOID18
 QM0699  LAPLACE CORR    -         -5.24  (seconds)                    DEFLEC18
 QM0699  HORZ ORDER      -  FIRST
 QM0699
 QM0699.The horizontal coordinates were established by classical geodetic methods
 QM0699.and adjusted by the National Geodetic Survey in November 1991.
 QM0699
 QM0699.The orthometric height was scaled from a topographic map.
 QM0699
 QM0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0699.GEOID18 height accuracy estimate available here.
 QM0699
 QM0699.Click photographs - Photos may exist for this station.
 QM0699
 QM0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0699
 QM0699. The following values were computed from the NAD 83(1991) position.
 QM0699
 QM0699;                    North         East     Units Scale Factor Converg.
 QM0699;SPC WI C     -   135,365.608   660,263.476   MT  0.99994524   +0 32 23.2
 QM0699;SPC WI C     -   444,112.00  2,166,214.42   sFT  0.99994524   +0 32 23.2
 QM0699;UTM  16      - 4,990,821.133   323,999.208   MT  0.99998090   -1 34 55.7
 QM0699
 QM0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0699!SPC WI C     -   0.99993195  x   0.99994524  =   0.99987720
 QM0699!UTM  16      -   0.99993195  x   0.99998090  =   0.99991286
 QM0699
 QM0699:                Primary Azimuth Mark                     Grid Az
 QM0699:SPC WI C     -  VILAS                                    344 13 20.3
 QM0699:UTM  16      -  VILAS                                    346 20 39.2
 QM0699
 QM0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2399990821(NAD 83)
 QM0699
 QM0699|---------------------------------------------------------------------|
 QM0699| PID    Reference Object                     Distance      Geod. Az  |
 QM0699|                                                           dddmmss.s |
 QM0699| QM0702 ANTIGO CHICAGO AND NW RY STK        APPROX.12.3 KM 0292046.2 |
 QM0699| QM0703 ANTIGO LANGLADE CO CTHSE DOME       APPROX.12.3 KM 0304305.6 |
 QM0699| QM0704 ANTIGO MUNICIPAL TANK               APPROX.12.8 KM 0314639.3 |
 QM0699| CJ8008 ANIWA 2 RM 1                                       07227     |
 QM0699| QM0701 ANIWA 2                              56.756 METERS 10954     |
 QM0699| PN1016 BIRNAMWOOD MUNICIPAL TANK           APPROX.13.2 KM 1720855.7 |
 QM0699| CJ8005 ANIWA RM 1                           16.987 METERS 26739     |
 QM0699| CJ8004 ANIWA AZ MK                                        2963148.1 |
 QM0699| QM0706 VILAS                               APPROX.21.7 KM 3444543.5 |
 QM0699| CJ8006 ANIWA RM 2                           26.355 METERS 34751     |
 QM0699|---------------------------------------------------------------------|
 QM0699
 QM0699                          SUPERSEDED SURVEY CONTROL
 QM0699
 QM0699  NAD 83(1986)-  45 02 56.31749(N)    089 14 05.94697(W) AD(       ) 1
 QM0699  NAD 27      -  45 02 56.43100(N)    089 14 05.53700(W) AD(       ) 1
 QM0699
 QM0699.Superseded values are not recommended for survey control.
 QM0699
 QM0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0699.See file dsdata.pdf to determine how the superseded data were derived.
 QM0699
 QM0699_MARKER: DS = TRIANGULATION STATION DISK
 QM0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0699_STAMPING: ANIWA 1934
 QM0699_MARK LOGO: CGS
 QM0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0699+STABILITY: SURFACE MOTION
 QM0699
 QM0699  HISTORY     - Date     Condition        Report By
 QM0699  HISTORY     - 1934     MONUMENTED       CGS
 QM0699  HISTORY     - 1951     GOOD             CGS
 QM0699
 QM0699                          STATION DESCRIPTION
 QM0699
 QM0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0699'THIS STATION IS ABOUT 8 MILES SOUTHWEST OF ANTIGO, ABOUT 3
 QM0699'MILES NORTH-NORTHWEST OF ANIWA, NEAR CENTER OF SEC. 25, T.
 QM0699'30 N., R. 10 E., ON LAND OWNED BY THE TIGERTON LUMBER COMPANY.
 QM0699'THE MARK IS SET ON THE TOP OF A HIGH FLAT-TOPPED HILL COVERED
 QM0699'WITH A DENSE GROWTH OF TREES AND UNDERBRUSH.  IT IS ABOUT
 QM0699'1.4 MILES NORTH OF STATE HIGHWAY 52 ABOUT 0.8 MILE WEST OF THE
 QM0699'MARATHON-SHAWANO COUNTY LINE.  IT IS NEAR THE EAST SLOPE OF
 QM0699'THE HILL, 25 FEET EAST-NORTHEAST OF A 20-INCH OAK TREE
 QM0699'(TRIANGULAR BLAZE) 53 DEGREES MAGNETIC FROM TREE TO STATION.
 QM0699'MARK PROJECTS 6 INCHES.
 QM0699'
 QM0699'TO REACH THE STATION FROM ANTIGO GO SOUTH ON U.S. HIGHWAY
 QM0699'45 FOR 9.3 MILES TO JUNCTION WITH STATE HIGHWAY 52.  GO
 QM0699'WEST ON STATE HIGHWAY 52 FOR 1.4 MILES TO THE MARATHON-SHAWANO
 QM0699'COUNTY LINE.  GO NORTH ON COUNTY-LINE ROAD FOR 1.0 MILE TO
 QM0699'WOODS ROAD LEADING NORTHWEST INTO THE BRUSH.  THIS ROAD IS
 QM0699'0.05 MILE NORTH OF FARMHOUSE AND ABOUT 100 YARDS NORTH OF FENCE
 QM0699'CORNER.  GO ON WOODS TRAIL FOR 0.4 MILE.  FROM THIS POINT
 QM0699'FOLLOW DIM WOODS ROAD IN A NORTHWESTERLY DIRECTION FOR ABOUT
 QM0699'0.5 MILE TO THE TOP OF THE HILL AND STATION ON HIGHEST POINT.
 QM0699'
 QM0699'REFERENCE MARK NO. 1 IS WEST OF THE STATION ON THE TOP OF THE
 QM0699'FIRST SMALL KNOLL TO THE WEST OF THE STATION, AND PROJECTS 8
 QM0699'INCHES.
 QM0699'
 QM0699'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, AND
 QM0699'PROJECTS 6 INCHES.
 QM0699'
 QM0699'AZIMUTH MARK IS NORTHWEST OF THE STATION, 225 FEET EAST OF
 QM0699'FENCE CORNER AT THE NORTHWEST CORNER OF A CULTIVATED FIELD
 QM0699'CONTAINING SEVERAL VERY LARGE BOULDERS, 23-1/2 FEET SOUTH OF
 QM0699'THE CENTER OF ROAD, ON THE SOUTH EDGE OF THE RIGHT-OF-WAY, 1
 QM0699'FOOT NORTH OF THE FENCE.  TO REACH FROM STATION GO EAST TO
 QM0699'THE COUNTY-LINE ROAD.  GO NORTH ON THIS ROAD FOR 1.0 MILE TO
 QM0699'CROSSROADS.  ROAD FROM NORTH MAKES A LONG SWEEPING CURVE TO
 QM0699'THE EASTWARD AT THIS POINT.  HERE TURN WEST AND GO 1.9 MILES.
 QM0699'MARK PROJECTS 8 INCHES.
 QM0699'
 QM0699'LIGHTS 87 FEET ABOVE STATIONS ANTIGO SOUTH BASE AND SUWYN COME
 QM0699'INTO VIEW 50 FEET ABOVE THE GROUND.
 QM0699'
 QM0699'LIGHTS 100 FEET ABOVE STATIONS BRYANT, THERN AND SCHMID COME
 QM0699'INTO VIEW 50 FEET ABOVE THE GROUND.
 QM0699'
 QM0699'AN 87-FOOT TOWER AT VILAS COMES INTO VIEW 37 FEET ABOVE THE
 QM0699'GROUND.
 QM0699'
 QM0699'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0699'BRONZE DISK.
 QM0699
 QM0699                          STATION RECOVERY (1951)
 QM0699
 QM0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCP)
 QM0699'THE TRIANGULATION STATION AND REFERENCE MARKS NO. 1 AND NO. 2
 QM0699'WERE RECOVERED IN GOOD CONDITION AND NONE OF THE MARKS HAD
 QM0699'BEEN MOVED.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND
 QM0699'DUE TO EXTENSIVE GROWTH OF TREES AND BRUSH SINCE 1934.  FROM A
 QM0699'GROUND SET-UP AT ANIWA, THE FOLLOWING INTERSECTION STATIONS
 QM0699'ARE OBSCURED BY BRUSH AND TREES--ANTIGO, MUNICIPAL TANK.
 QM0699'ANTIGO, CHICAGO AND NORTHWESTERN RAILWAY, STACK.  ANTIGO,
 QM0699'LANGLADE COUNTY COURTHOUSE, DOME.  KOLPACK LOOKOUT.  ANIWA
 QM0699'LOOKOUT HAS BEEN DISMANTLED AND MOVED.
 QM0699'
 QM0699'THE PROPERTY ON WHICH THE TRIANGULATION STATION AND TWO
 QM0699'REFERENCE MARKS IS LOCATED IS NOW UNDER THE JURISDICTION OF THE
 QM0699'676TH AIRCRAFT CONTROL AND WARNING SQUADRON, U.S. AIR FORCE.
 QM0699'THIS IS NOW A MILITARY RESERVATION.  EXTENSIVE CONSTRUCTION OF
 QM0699'ROADS AND BUILDINGS HAS BEEN MADE.  THE U.S. AIR FORCE PLANS
 QM0699'TO LEVEL THE HILL ON WHICH THE TRIANGULATION STATION AND
 QM0699'REFERENCE MARKS ARE LOCATED TO AN ELEVATION ABOUT 25 FEET BELOW
 QM0699'THE 1934 ELEVATION OF THESE MARKS.  THESE THREE MARKS WILL
 QM0699'PROBABLY BE DESTROYED WITHIN THE NEXT SIX MONTHS.
 QM0699'
 QM0699'TRIANGULATION STATION ANIWA 2, 1951 AND TWO REFERENCE MARKS
 QM0699'WERE BUILT AND LOCATED TO REPLACE THE DESTROYED MARKS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0701 ***********************************************************************
 QM0701  DESIGNATION -  ANIWA 2
 QM0701  PID         -  QM0701
 QM0701  STATE/COUNTY-  WI/MARATHON
 QM0701  COUNTRY     -  US
 QM0701  USGS QUAD   -  ANIWA (2018)
 QM0701
 QM0701                         *CURRENT SURVEY CONTROL
 QM0701  ______________________________________________________________________
 QM0701* NAD 83(1991) POSITION- 45 02 55.69133(N) 089 14 03.50434(W)   ADJUSTED
 QM0701* NAVD 88 ORTHO HEIGHT -   469.    (meters)     1539.    (feet) SCALED
 QM0701  ______________________________________________________________________
 QM0701  GEOID HEIGHT    -        -34.964 (meters)                     GEOID18
 QM0701  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 QM0701  HORZ ORDER      -  SECOND
 QM0701
 QM0701.The horizontal coordinates were established by classical geodetic methods
 QM0701.and adjusted by the National Geodetic Survey in November 1991.
 QM0701
 QM0701.The orthometric height was scaled from a topographic map.
 QM0701
 QM0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0701.GEOID18 height accuracy estimate available here.
 QM0701
 QM0701.Click photographs - Photos may exist for this station.
 QM0701
 QM0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0701
 QM0701. The following values were computed from the NAD 83(1991) position.
 QM0701
 QM0701;                    North         East     Units Scale Factor Converg.
 QM0701;SPC WI C     -   135,346.789   660,317.018   MT  0.99994523   +0 32 24.9
 QM0701;SPC WI C     -   444,050.26  2,166,390.08   sFT  0.99994523   +0 32 24.9
 QM0701;UTM  16      - 4,990,800.343   324,052.018   MT  0.99998067   -1 34 53.9
 QM0701
 QM0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0701!SPC WI C     -   0.99993195  x   0.99994523  =   0.99987719
 QM0701!UTM  16      -   0.99993195  x   0.99998067  =   0.99991263
 QM0701
 QM0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2405290800(NAD 83)
 QM0701
 QM0701|---------------------------------------------------------------------|
 QM0701| PID    Reference Object                     Distance      Geod. Az  |
 QM0701|                                                           dddmmss.s |
 QM0701| QM0699 ANIWA                                56.756 METERS 28954     |
 QM0701| CJ8006 ANIWA RM 2                           67.328 METERS 30215     |
 QM0701| CJ8008 ANIWA 2 RM 1                         36.159 METERS 35946     |
 QM0701|---------------------------------------------------------------------|
 QM0701
 QM0701                          SUPERSEDED SURVEY CONTROL
 QM0701
 QM0701  NAD 83(1986)-  45 02 55.69151(N)    089 14 03.50839(W) AD(       ) 2
 QM0701  NAD 27      -  45 02 55.80500(N)    089 14 03.09800(W) AD(       ) 2
 QM0701
 QM0701.Superseded values are not recommended for survey control.
 QM0701
 QM0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0701.See file dsdata.pdf to determine how the superseded data were derived.
 QM0701
 QM0701_MARKER: DS = TRIANGULATION STATION DISK
 QM0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0701_STAMPING: ANIWA 2 1951
 QM0701_MARK LOGO: CGS
 QM0701_PROJECTION: FLUSH
 QM0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0701+STABILITY: SURFACE MOTION
 QM0701
 QM0701  HISTORY     - Date     Condition        Report By
 QM0701  HISTORY     - 1951     MONUMENTED       CGS
 QM0701  HISTORY     - 1954     GOOD             CGS
 QM0701
 QM0701                          STATION DESCRIPTION
 QM0701
 QM0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCP)
 QM0701'TRIANGULATION STATION ANIWA 2 AND TWO REFERENCE MARKS WERE
 QM0701'BUILT AND LOCATED TO REPLACE ANIWA.  THE LATTER STATION AND ITS
 QM0701'REFERENCE MARKS WILL BE DESTROYED.
 QM0701'
 QM0701'ANIWA 2 IS ABOUT 8 MILES SOUTHWEST OF ANTIGO, ABOUT 3 MILES
 QM0701'NORTH-NORTHWEST OF ANIWA, NEAR CENTER OF SEC. 25, T. 30 N.,
 QM0701'R. 10 E., ON LAND LEASED BY THE U.S. AIR FORCE.  THIS PROPERTY
 QM0701'IS NOW A MILITARY RESERVATION.  THE MARK IS IN THE NORTH
 QM0701'CENTRAL PART OF THE RESERVATION ON LEVEL GROUND ABOUT 20 FEET
 QM0701'SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO-STORY CONCRETE
 QM0701'BARRACKS MARKED 5-C.  THE STATION IS 148 FEET WEST OF THE
 QM0701'WESTERN RIM OF THE BRICK POWER-PLANT STACK, 40 FEET NORTH OF
 QM0701'CENTERLINE OF PAVED STREET, 56.4 FEET EAST OF A FIRE PLUG
 QM0701'AND 20.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BARRACKS
 QM0701'5-C.  THE MARK IS A STANDARD DISK STAMPED ANIWA 2 1951 SET
 QM0701'FLUSH WITH GROUND LEVEL.
 QM0701'
 QM0701'TO REACH THE STATION FROM ANTIGO GO SOUTH ON U.S. HIGHWAY 45
 QM0701'FOR 5 MILES TO JUNCTION WITH EAST-WEST PAVED ROAD.  GO WEST
 QM0701'ON PAVED ROAD 3.6 MILES TO JUNCTION WITH COUNTY HIGHWAY H-H,
 QM0701'WHICH MARKS THE MARATHON-SHAWANO COUNTY LINE.  GO SOUTH 0.7
 QM0701'MILE TO ROAD LEADING WEST TO ENTRANCE GATE.  GO WEST 0.4 MILE
 QM0701'TO GATE LEADING INTO THE MILITARY RESERVATION.
 QM0701'
 QM0701'REFERENCE MARK NO. 1 IS NORTH OF STATION ABOUT 20 FEET NORTHWEST
 QM0701'OF THE NORTHWEST CORNER OF BARRACKS 5-C.  THE MARK IS A
 QM0701'STANDARD DISK STAMPED ANIWA 2 NO 1 SET FLUSH WITH GROUND LEVEL.
 QM0701'
 QM0701'REFERENCE MARK NO. 2 IS NORTHEAST OF STATION AND IS CEMENTED
 QM0701'IN A DRILL HOLE IN THE CONCRETE STEPS AT THE SOUTH ENTRANCE TO
 QM0701'BARRACKS 5-C.  IT IS STAMPED ANIWA 2 NO 2.  THE ANGLE TO
 QM0701'THIS REFERENCE MARK WAS NOT OBSERVED.
 QM0701
 QM0701                          STATION RECOVERY (1954)
 QM0701
 QM0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0701'THE STATION WAS RECOVERED AS DESCRIBED IN 1951 AND ALL MARKS
 QM0701'WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARKS
 QM0701'1 AND 2 WERE CHECKED AND FOUND TO BE CORRECT.
 QM0701'
 QM0701'A POWER LINE HAS BEEN ERECTED OVER THE STATION SITE SO A
 QM0701'REFERENCE MARK NO. 3 WAS ESTABLISHED.  A TOWER WAS ERECTED
 QM0701'OVER REFERENCE MARK NO. 3 AND OBSERVATIONS WERE MADE FROM
 QM0701'THERE.  IT IS 116 FEET WEST OF THE SOUTHWEST CORNER OF A
 QM0701'BARRACKS BUILDING AND 47 FEET NORTHWEST OF A POWER POLE.  THE
 QM0701'MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED ANIWA 2
 QM0701'NO 3 1951.
 QM0701'
 QM0701'A TRAVERSE CONNECTION WAS MADE FROM STATION TO REFERENCE MARK
 QM0701'NO. 3 AND THE DISTANCE IS 34.197 METERS (120.20 FEET) WEST.
 QM0701'
 QM0701'THE AZIMUTH MARK IS NOT VG.  THE OLD DESCRIPTION IS ADEQUATE.
 QM0701'
 QM0701'TO REACH THE STATION FROM ANTIGO FROM THE MAIN INTERSECTION,
 QM0701'GO SOUTH ON U.S. HIGHWAY 45 FOR 9.3 MILES TO JUNCTION WITH
 QM0701'STATE HIGHWAY 52, TURN RIGHT AND GO WEST ON STATE HIGHWAY
 QM0701'52 FOR 1.4 MILES TO THE MARATHON-SHAWANO COUNTY LINE, TURN
 QM0701'RIGHT ONTO A GRAVEL ROAD AND GO NORTH FOR 1.35 MILES TO A PAVED
 QM0701'SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 0.4 MILE TO THE
 QM0701'U.S. AIRFORCE BASE GATE.  THE STATION IS ON THE BASE, ON TOP
 QM0701'OF THE HILL AND JUST WEST OF THE MAIN BARRACKS BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0700 ***********************************************************************
 QM0700  DESIGNATION -  ANIWA 2 RM 3
 QM0700  PID         -  QM0700
 QM0700  STATE/COUNTY-  WI/MARATHON
 QM0700  COUNTRY     -  US
 QM0700  USGS QUAD   -  ANIWA (2018)
 QM0700
 QM0700                         *CURRENT SURVEY CONTROL
 QM0700  ______________________________________________________________________
 QM0700* NAD 83(1991) POSITION- 45 02 56.07430(N) 089 14 04.97079(W)   ADJUSTED
 QM0700* NAVD 88 ORTHO HEIGHT -   469.    (meters)     1539.    (feet) SCALED
 QM0700  ______________________________________________________________________
 QM0700  GEOID HEIGHT    -        -34.963 (meters)                     GEOID18
 QM0700  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 QM0700  HORZ ORDER      -  FIRST
 QM0700
 QM0700.The horizontal coordinates were established by classical geodetic methods
 QM0700.and adjusted by the National Geodetic Survey in November 1991.
 QM0700
 QM0700.The orthometric height was scaled from a topographic map.
 QM0700
 QM0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0700.GEOID18 height accuracy estimate available here.
 QM0700
 QM0700.Click photographs - Photos may exist for this station.
 QM0700
 QM0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0700
 QM0700. The following values were computed from the NAD 83(1991) position.
 QM0700
 QM0700;                    North         East     Units Scale Factor Converg.
 QM0700;SPC WI C     -   135,358.307   660,284.819   MT  0.99994524   +0 32 23.9
 QM0700;SPC WI C     -   444,088.05  2,166,284.44   sFT  0.99994524   +0 32 23.9
 QM0700;UTM  16      - 4,990,813.047   324,020.266   MT  0.99998081   -1 34 55.0
 QM0700
 QM0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0700!SPC WI C     -   0.99993195  x   0.99994524  =   0.99987720
 QM0700!UTM  16      -   0.99993195  x   0.99998081  =   0.99991277
 QM0700
 QM0700:                Primary Azimuth Mark                     Grid Az
 QM0700:SPC WI C     -  ANIWA 2 AZ MK                            295 55 19.2
 QM0700:UTM  16      -  ANIWA 2 AZ MK                            298 02 38.1
 QM0700
 QM0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2402090813(NAD 83)
 QM0700
 QM0700|---------------------------------------------------------------------|
 QM0700| PID    Reference Object                     Distance      Geod. Az  |
 QM0700|                                                           dddmmss.s |
 QM0700| QM0705 ANTIGO RAD STA KSD 417 MAST         APPROX.13.9 KM 0263245.8 |
 QM0700| QM0698 ANTIGO RAD STA WATK MAST            APPROX. 9.1 KM 0452442.8 |
 QM0700| CJ8008 ANIWA 2 RM 1                         40.185 METERS 05243     |
 QM0700| CJ8009 ANIWA 2 RM 2                         39.041 METERS 10107     |
 QM0700| QM0701 ANIWA 2                              34.199 METERS 11013     |
 QM0700| CJ8007 ANIWA 2 AZ MK                                      2962743.1 |
 QM0700|---------------------------------------------------------------------|
 QM0700
 QM0700                          SUPERSEDED SURVEY CONTROL
 QM0700
 QM0700  NAD 83(1986)-  45 02 56.07451(N)    089 14 04.97496(W) AD(       ) 1
 QM0700  NAD 27      -  45 02 56.18800(N)    089 14 04.56400(W) AD(       ) 1
 QM0700
 QM0700.Superseded values are not recommended for survey control.
 QM0700
 QM0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0700.See file dsdata.pdf to determine how the superseded data were derived.
 QM0700
 QM0700_MARKER: DR = REFERENCE MARK DISK
 QM0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0700_STAMPING: ANIWA 2 NO 3 1951
 QM0700_MARK LOGO: CGS
 QM0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0700+STABILITY: SURFACE MOTION
 QM0700
 QM0700  HISTORY     - Date     Condition        Report By
 QM0700  HISTORY     - 1954     MONUMENTED       CGS
 QM0700
 QM0700                          STATION DESCRIPTION
 QM0700
 QM0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0700'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ANTIGO AND
 QM0700'4 MILES NORTHWEST OF ANIWA ON A SMALL U.S. AIRFORCE BASE.
 QM0700'IT IS 116 FEET WEST OF THE SOUTHEST CORNER OF A BARRACKS
 QM0700'BUILDING AND 47 FEET NORTHWEST OF A POWER POLE.  THE MARK
 QM0700'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED ANIWA 2 NO 3
 QM0700'1951.
 QM0700'
 QM0700'REFERENCE MARK NO. 1 IS 10 FEET NORTHWEST OF THE NORTHWEST
 QM0700'CORNER OF THE BARRACKS.  THE MARK IS SET FLUSH WITH THE
 QM0700'SURFACE OF THE GROUND AND THE DISK IS STAMPED ANIWA 2 NO 1
 QM0700'1951.
 QM0700'
 QM0700'REFERENCE MARK NO. 2 IS SET FLUSH IN A DRILL HOLE IN CONCRETE AT
 QM0700'THE SOUTH ENTRANCE OF THE BARRACKS.  THE DISK IS STAMPED ANIWA
 QM0700'2 NO 2 1951.
 QM0700'
 QM0700'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTER OF A GRAVEL
 QM0700'ROAD AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES
 QM0700'AND THE DISK IS STAMPED ANIWA 1934 AZIMUTH.
 QM0700'
 QM0700'ANIWA 2 IS 20.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 QM0700'THE BARRACKS AND 13 FEET NORTH OF THE NORTH EDGE OF A PAVED
 QM0700'STREET.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QM0700'ANIWA 2 1951.  A TRAVERSE CONNECTION WAS MADE FROM THIS MARK
 QM0700'TO REFERENCE MARK NO. 3 AND THE DISTANCE AND DIRECTION ARE
 QM0700'SHOWN ABOVE.
 QM0700'
 QM0700'TO REACH THE STATION FROM ANTIGO, FROM THE MAIN INTERSECTION,
 QM0700'GO SOUTH ON U.S. HIGHWAY 45 FOR 9.3 MILES TO JUNCTION WITH
 QM0700'STATE HIGHWAY 52, TURN RIGHT AND GO WEST ON STATE HIGHWAY 52
 QM0700'FOR 1.4 MILES MARATHON-SHAWANO COUNTY LINE, TURN RIGHT ONTO
 QM0700'A GRAVEL ROAD AND GO NORTH FOR 1.35 MILES TO A PAVED SIDE
 QM0700'ROAD LEFT, (TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 QM0700'NORTH ON THE GRAVEL ROAD FOR 1.0 MILE TO A CROSS-ROAD, TURN
 QM0700'LEFT AND GO WEST ON A GRAVEL ROAD FOR 1.9 MILES TO THE AZIMUTH
 QM0700'MARK ON THE LEFT.) TURN LEFT AND GO WEST FOR 0.4 MILE TO
 QM0700'THE AIRFORCE BASE GATE.  THE STATION IS ON THE BASE, ON TOP
 QM0700'OF THE HILL AND JUST WEST OF THE MAIN BARRACKS BUILDING AS
 QM0700'DESCRIBED.
 QM0700'
 QM0700'THE AZIMUTH MARK IS NOT VG.
 QM0700'
 QM0700'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4977 ***********************************************************************
 DQ4977  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4977  DESIGNATION -  ANIWA E GPS
 DQ4977  PID         -  DQ4977
 DQ4977  STATE/COUNTY-  WI/SHAWANO
 DQ4977  COUNTRY     -  US
 DQ4977  USGS QUAD   -  REGINA (2018)
 DQ4977
 DQ4977                         *CURRENT SURVEY CONTROL
 DQ4977  ______________________________________________________________________
 DQ4977* NAD 83(2011) POSITION- 44 59 34.32237(N) 089 07 20.09164(W)   ADJUSTED
 DQ4977* NAD 83(2011) ELLIP HT-   369.231 (meters)        (04/14/17)   ADJUSTED
 DQ4977* NAD 83(2011) EPOCH   -  2010.00
 DQ4977* NAVD 88 ORTHO HEIGHT -   404.65  (meters)     1327.6   (feet) GPS OBS
 DQ4977  ______________________________________________________________________
 DQ4977  GEOID HEIGHT    -        -35.410 (meters)                     GEOID18
 DQ4977  NAD 83(2011) X  -     69,217.871 (meters)                     COMP
 DQ4977  NAD 83(2011) Y  - -4,517,882.254 (meters)                     COMP
 DQ4977  NAD 83(2011) Z  -  4,487,048.927 (meters)                     COMP
 DQ4977  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 DQ4977
 DQ4977  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4977  Standards:
 DQ4977         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4977            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4977  -------------------------------------------------------------------
 DQ4977  NETWORK    0.71   0.88           0.32   0.25   0.45      0.16502922
 DQ4977  -------------------------------------------------------------------
 DQ4977  Click here for local accuracies and other accuracy information.
 DQ4977
 DQ4977.The horizontal coordinates were established by GPS observations
 DQ4977.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4977
 DQ4977.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4977.been affixed to the stable North American tectonic plate. See 
 DQ4977.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4977
 DQ4977.The horizontal coordinates are valid at the epoch date displayed above
 DQ4977.which is a decimal equivalence of Year/Month/Day.
 DQ4977
 DQ4977.The orthometric height was determined by GPS observations and a
 DQ4977.high-resolution geoid model using precise GPS observation and
 DQ4977.processing techniques.
 DQ4977
 DQ4977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4977.GEOID18 height accuracy estimate available here.
 DQ4977
 DQ4977.Click photographs - Photos may exist for this station.
 DQ4977
 DQ4977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4977
 DQ4977.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4977
 DQ4977.The ellipsoidal height was determined by GPS observations
 DQ4977.and is referenced to NAD 83.
 DQ4977
 DQ4977. The following values were computed from the NAD 83(2011) position.
 DQ4977
 DQ4977;                    North         East     Units Scale Factor Converg.
 DQ4977;SPC WI C     -   129,220.556   669,211.270   MT  0.99994277   +0 37 09.6
 DQ4977;SPC WI C     -   423,951.11  2,195,570.64   sFT  0.99994277   +0 37 09.6
 DQ4977;UTM  16      - 4,984,349.013   332,713.603   MT  0.99994412   -1 30 02.9
 DQ4977
 DQ4977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4977!SPC WI C     -   0.99994211  x   0.99994277  =   0.99988489
 DQ4977!UTM  16      -   0.99994211  x   0.99994412  =   0.99988624
 DQ4977
 DQ4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3271384349(NAD 83)
 DQ4977
 DQ4977                          SUPERSEDED SURVEY CONTROL
 DQ4977
 DQ4977.No superseded survey control is available for this station.
 DQ4977
 DQ4977_MARKER: DD = SURVEY DISK
 DQ4977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4977_STAMPING: ANIWA E GPS 2012
 DQ4977_MARK LOGO: WIDT
 DQ4977_PROJECTION: PROJECTING 4 CENTIMETERS
 DQ4977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4977+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4977
 DQ4977  HISTORY     - Date     Condition        Report By
 DQ4977  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4977  HISTORY     - 20150201 GOOD             WIDT
 DQ4977
 DQ4977                          STATION DESCRIPTION
 DQ4977
 DQ4977'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4977'THE STATION IS APPROXIMATELY 5.9 MI (9.5 KM) NORTHEAST OF BIRNAMWOOD,
 DQ4977'4.6 MI (7.4 KM) EAST-SOUTHEAST OF ANIWA, AND 3.9 MI (6.3 KM)
 DQ4977'WEST-SOUTHWEST OF MATTOON.
 DQ4977'
 DQ4977'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY
 DQ4977'HIGHWAY Z EAST JUST NORTH OF THE VILLAGE OF ANIWA, GO EAST ON COUNTY
 DQ4977'HIGHWAY Z FOR 3.6 MI (5.8 KM) TO CHERRY ROAD ON THE RIGHT.  TURN RIGHT
 DQ4977'AND GO SOUTHERLY ON CHERRY ROAD FOR 1.4 MI (2.3 KM) TO THE STATION ON
 DQ4977'THE LEFT.
 DQ4977'
 DQ4977'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4977'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4977'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ4977'STATION IS 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF CHERRY ROAD, 34.0
 DQ4977'M (111.5 FT) SOUTH OF A POWER POLE -29 11 13 0/23-, 32.6 M (107.0 FT)
 DQ4977'NORTH OF A POWER POLE -29 11 13 0/21-, 16 M (52.5 FT) SOUTH OF A FIELD
 DQ4977'ENTRANCE, AND LOCATED BETWEEN TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4977'
 DQ4977'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4977'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1298 ***********************************************************************
 PN1298  DESIGNATION -  ANK
 PN1298  PID         -  PN1298
 PN1298  STATE/COUNTY-  WI/PORTAGE
 PN1298  COUNTRY     -  US
 PN1298  USGS QUAD   -  ROCKY RUN (2018)
 PN1298
 PN1298                         *CURRENT SURVEY CONTROL
 PN1298  ______________________________________________________________________
 PN1298* NAD 83(1991) POSITION- 44 33 23.39993(N) 089 39 10.19780(W)   ADJUSTED
 PN1298* NAVD 88 ORTHO HEIGHT -   341.2   (meters)     1119.    (feet) VERTCON3
 PN1298  ______________________________________________________________________
 PN1298  GEOID HEIGHT    -        -35.663 (meters)                     GEOID18
 PN1298  LAPLACE CORR    -         -6.28  (seconds)                    DEFLEC18
 PN1298  HORZ ORDER      -  SECOND
 PN1298
 PN1298.The horizontal coordinates were established by classical geodetic methods
 PN1298.and adjusted by the National Geodetic Survey in November 1991.
 PN1298
 PN1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1298
 PN1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1298.GEOID18 height accuracy estimate available here.
 PN1298
 PN1298.Click photographs - Photos may exist for this station.
 PN1298
 PN1298.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1298
 PN1298. The following values were computed from the NAD 83(1991) position.
 PN1298
 PN1298;                    North         East     Units Scale Factor Converg.
 PN1298;SPC WI C     -    80,415.779   627,582.091   MT  0.99995618   +0 14 41.8
 PN1298;SPC WI C     -   263,830.77  2,058,992.24   sFT  0.99995618   +0 14 41.8
 PN1298;UTM  16      - 4,937,108.503   289,308.267   MT  1.00014593   -1 51 43.0
 PN1298
 PN1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1298!SPC WI C     -   0.99995210  x   0.99995618  =   0.99990829
 PN1298!UTM  16      -   0.99995210  x   1.00014593  =   1.00009803
 PN1298
 PN1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8930837108(NAD 83)
 PN1298
 PN1298                          SUPERSEDED SURVEY CONTROL
 PN1298
 PN1298  NAD 83(1986)-  44 33 23.39935(N)    089 39 10.20679(W) AD(       ) 2
 PN1298  NGVD 29 (03/14/91)  341.2    (m)         1119.     (f) VERT ANG       
 PN1298
 PN1298.Superseded values are not recommended for survey control.
 PN1298
 PN1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1298.See file dsdata.pdf to determine how the superseded data were derived.
 PN1298
 PN1298_MARKER: DE = TRAVERSE STATION DISK
 PN1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1298+STABILITY: SURFACE MOTION
 PN1298
 PN1298  HISTORY     - Date     Condition        Report By
 PN1298  HISTORY     - 1982     MONUMENTED       WIDT
 PN1298  HISTORY     - 20001021 MARK NOT FOUND   USPSQD
 PN1298
 PN1298                          STATION DESCRIPTION
 PN1298
 PN1298'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1298'THE STATION IS LOCATED ON RIGHT OF WAY OF USH 10 ABOUT 5.5 MILES
 PN1298'SOUTHEAST OF JUNCTION CITY AND 3.5 MILES NORTHWEST OF STEVENS POINT.
 PN1298'
 PN1298'TO REACH THE STATION FROM THE JUNCTION OF CTH P AND USH 10 NEAR THE
 PN1298'WEST EDGE OF STEVENS POINT, GO NORTHWEST ON USH 10 FOR 2.45 MILES TO
 PN1298'THE JUNCTION WITH CTH M TO THE LEFT AND RIVERVIEW DRIVE TO THE RIGHT.
 PN1298'CONTINUE NORTHWEST ON USH 10 FOR 1.25 MILES TO A GRAVEL FRONTAGE ROAD
 PN1298'TO THE LEFT.  CONTINUE NORTHWEST ON USH 10 FOR 0.13 MILE TO THE
 PN1298'STATION ON THE LEFT ABOUT 0.06 MILE SOUTHEAST OF THE NORTH END OF
 PN1298'THE GRAVEL FRONTAGE ROAD--ROCKY RIDGE DRIVE--WEST OF USH 10.
 PN1298'
 PN1298'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---ANK 1982---.  THE
 PN1298'SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1298'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 83.1
 PN1298'FEET NORTH OF A 10 INCH TWIN POPLAR, 80.6 FEET NORTHEAST OF A POWER
 PN1298'POLE, 79.4 FEET SOUTHWEST OF THE CENTER OF USH 10, 39.0 FEET NORTHEAST
 PN1298'OF THE CENTER OF A GRAVEL FRONTAGE ROAD, AND 14.7 FEET NORTHEAST OF
 PN1298'ANOTHER POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 PN1298'OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1298'
 PN1298'NO REFERENCE MARKS WERE SET AS THIS STATION IS CURRENTLY SERVING ONLY
 PN1298'AS AN AZIMUTH MARK FOR STATION MOE WIDT.  FUTURE EXTENSION OF A
 PN1298'TRAVERSE THROUGH THIS STATION ALONG USH 10 IS ANTICIPATED.
 PN1298
 PN1298                          STATION RECOVERY (2000)
 PN1298
 PN1298'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN1298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8336 ***********************************************************************
 DP8336  DESIGNATION -  ANN
 DP8336  PID         -  DP8336
 DP8336  STATE/COUNTY-  WI/SHAWANO
 DP8336  COUNTRY     -  US
 DP8336  USGS QUAD   -  NEOPIT (2018)
 DP8336
 DP8336                         *CURRENT SURVEY CONTROL
 DP8336  ______________________________________________________________________
 DP8336* NAD 83(1986) POSITION- 44 55 38.7    (N) 088 45 03.3    (W)   HD_HELD2
 DP8336* NAVD 88 ORTHO HEIGHT -   309.971 (meters)     1016.96  (feet) ADJUSTED
 DP8336  ______________________________________________________________________
 DP8336  GEOID HEIGHT    -        -35.984 (meters)                     GEOID18
 DP8336  DYNAMIC HEIGHT  -        309.932 (meters)     1016.84  (feet) COMP
 DP8336  MODELED GRAVITY -    980,481.5   (mgal)                       NAVD 88
 DP8336
 DP8336  VERT ORDER      -  SECOND    CLASS I
 DP8336
 DP8336.The horizontal coordinates were established by autonomous hand held GPS
 DP8336.observations and have an estimated accuracy of +/- 10 meters.
 DP8336
 DP8336.The orthometric height was determined by differential leveling and
 DP8336.adjusted by the NATIONAL GEODETIC SURVEY
 DP8336.in February 2017.
 DP8336
 DP8336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8336.GEOID18 height accuracy estimate available here.
 DP8336
 DP8336.Click photographs - Photos may exist for this station.
 DP8336
 DP8336.The dynamic height is computed by dividing the NAVD 88
 DP8336.geopotential number by the normal gravity value computed on the
 DP8336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8336.degrees latitude (g = 980.6199 gals.).
 DP8336
 DP8336.The modeled gravity was interpolated from observed gravity values.
 DP8336
 DP8336;                    North         East    Units  Estimated Accuracy
 DP8336;SPC WI C     -   122,332.      698,601.      MT  (+/- 10 meters HH2 GPS)
 DP8336
 DP8336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6182676378(NAD 83)
 DP8336
 DP8336                          SUPERSEDED SURVEY CONTROL
 DP8336
 DP8336.No superseded survey control is available for this station.
 DP8336
 DP8336_MARKER: DD = SURVEY DISK
 DP8336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8336_STAMPING: ANN 1985
 DP8336_MARK LOGO: WIDT
 DP8336_PROJECTION: FLUSH
 DP8336_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8336+STABILITY: SURFACE MOTION
 DP8336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8336+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 DP8336
 DP8336  HISTORY     - Date     Condition        Report By
 DP8336  HISTORY     - 1985     MONUMENTED       WIDT
 DP8336  HISTORY     - 20140825 GOOD             WIDT
 DP8336
 DP8336                          STATION DESCRIPTION
 DP8336
 DP8336'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8336'HE STATION IS LOCATED IN MIDDLE VILLAGE, APPROXIMATELY 7 MI (11.3 KM)
 DP8336'NORTH-NORTHEAST OF GRESHAM, 6.5 MI (10.5 KM) WEST-NORTHWEST OF KESHENA
 DP8336'AND 5.5 MI (8.8 KM) SOUTHEAST OF NEOPIT.
 DP8336'
 DP8336'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DP8336'HIGHWAY G IN MIDDLE VILLAGE, GO SOUTH ON COUNTY HIGHWAY G FOR 0.4 MI
 DP8336'(0.6 KM) TO THE STATION ON THE RIGHT.
 DP8336'
 DP8336'THE STATION IS 6.8 M (22.3 FT) WEST OF THE CENTERLINE OF COUNTY
 DP8336'HIGHWAY G, 98.8 M (324.1 FT) NORTH OF THE EXTENDED CENTERLINE OF
 DP8336'BASSWOOD ROAD, 4.2 M (13.8 FT) NORTH OF A POWER POLE AND 0.5 M (1.6
 DP8336'FT) EAST OF A STEEL CHANNEL POST.
 DP8336'
 DP8336'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8336'DEGREES ABOVE THE HORIZON.  THE STATION IS AN ALUMINUM WISCONSIN
 DP8336'DEPARTMENT OF TRANSPORTATION SURVEY DISK SET ON TOP OF A 12 INCH (30
 DP8336'CM) BY 12 INCH SQUARE CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY
 DP8336'GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0654 ***********************************************************************
 OM0654  DESIGNATION -  ANNA
 OM0654  PID         -  OM0654
 OM0654  STATE/COUNTY-  WI/SHEBOYGAN
 OM0654  COUNTRY     -  US
 OM0654  USGS QUAD   -  KIEL (2018)
 OM0654
 OM0654                         *CURRENT SURVEY CONTROL
 OM0654  ______________________________________________________________________
 OM0654* NAD 83(1991) POSITION- 43 53 10.14783(N) 088 06 12.15725(W)   ADJUSTED
 OM0654* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 OM0654  ______________________________________________________________________
 OM0654  GEOID HEIGHT    -        -35.834 (meters)                     GEOID18
 OM0654  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 OM0654  HORZ ORDER      -  SECOND
 OM0654
 OM0654.The horizontal coordinates were established by classical geodetic methods
 OM0654.and adjusted by the National Geodetic Survey in November 1991.
 OM0654
 OM0654.The orthometric height was scaled from a topographic map.
 OM0654
 OM0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0654.GEOID18 height accuracy estimate available here.
 OM0654
 OM0654.Click photographs - Photos may exist for this station.
 OM0654
 OM0654.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0654
 OM0654. The following values were computed from the NAD 83(1991) position.
 OM0654
 OM0654;                    North         East     Units Scale Factor Converg.
 OM0654;SPC WI S     -   211,270.758   752,393.522   MT  0.99996833   +1 18 11.4
 OM0654;SPC WI S     -   693,144.15  2,468,477.75   sFT  0.99996833   +1 18 11.4
 OM0654;UTM  16      - 4,859,819.787   411,368.527   MT  0.99969662   -0 45 53.8
 OM0654
 OM0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0654!SPC WI S     -   0.99995544  x   0.99996833  =   0.99992377
 OM0654!UTM  16      -   0.99995544  x   0.99969662  =   0.99965207
 OM0654
 OM0654:                Primary Azimuth Mark                     Grid Az
 OM0654:SPC WI S     -  ANNA AZ MK                               164 07 14.5
 OM0654:UTM  16      -  ANNA AZ MK                               166 11 19.7
 OM0654
 OM0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1136859819(NAD 83)
 OM0654
 OM0654|---------------------------------------------------------------------|
 OM0654| PID    Reference Object                     Distance      Geod. Az  |
 OM0654|                                                           dddmmss.s |
 OM0654| OM0653 NEW HOLSTEIN MUNICIPAL TANK         APPROX. 7.1 KM 0061810.4 |
 OM0654| CI8913 ANNA RM 3                             7.056 METERS 03305     |
 OM0654| OM0659 KIEL MUNICIPAL TANK                 APPROX. 6.2 KM 0611722.6 |
 OM0654| OM0658 KIEL SS PETER AND PAUL CATH CH      APPROX. 6.2 KM 0620049.5 |
 OM0654| CI8911 ANNA RM 1                            25.798 METERS 08850     |
 OM0654| CI8910 ANNA AZ MK                                         1652525.9 |
 OM0654| OM0704 MT CALVARY HOLY CROSS CATH CH       APPROX.13.7 KM 2393103.9 |
 OM0654| CI8912 ANNA RM 2                            25.055 METERS 26806     |
 OM0654| OM0665 MARYTOWN ST MARYS CATH CH           APPROX. 8.5 KM 2891622.4 |
 OM0654| OM0652 ST ANNA CATHOLIC CHURCH SPIRE       APPROX. 1.6 KM 3061655.5 |
 OM0654| CI8914 ANNA RM 4                             7.955 METERS 31451     |
 OM0654|---------------------------------------------------------------------|
 OM0654
 OM0654                          SUPERSEDED SURVEY CONTROL
 OM0654
 OM0654  NAD 83(1986)-  43 53 10.13763(N)    088 06 12.15692(W) AD(       ) 2
 OM0654  NAD 27      -  43 53 10.16300(N)    088 06 11.80400(W) AD(       ) 2
 OM0654
 OM0654.Superseded values are not recommended for survey control.
 OM0654
 OM0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0654.See file dsdata.pdf to determine how the superseded data were derived.
 OM0654
 OM0654_MARKER: DS = TRIANGULATION STATION DISK
 OM0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0654_STAMPING: ANNA 1953
 OM0654_MARK LOGO: CGS
 OM0654_PROJECTION: FLUSH
 OM0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0654+STABILITY: SURFACE MOTION
 OM0654
 OM0654  HISTORY     - Date     Condition        Report By
 OM0654  HISTORY     - 1953     MONUMENTED       CGS
 OM0654  HISTORY     - 1972     GOOD             NGS
 OM0654  HISTORY     - 1973     GOOD             USGS
 OM0654  HISTORY     - 20060416 MARK NOT FOUND   USPSQD
 OM0654
 OM0654                          STATION DESCRIPTION
 OM0654
 OM0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0654'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF KIEL, 1.5 MILES
 OM0654'SOUTHEAST OF ST. ANNA AND ON THE PROPERTY OF MR. E. GREOGGRE.  IT IS
 OM0654'220 FEET WEST OF THE NORTHEAST CORNER OF A BARN, 3 FEET WEST OF A
 OM0654'WHITE WITNESS POST AND IN THE FENCE LINE.  THE MARK IS FLUSH AND THE
 OM0654'DISK IS STAMPED ANNA 1953.
 OM0654'
 OM0654'REFERENCE MARK NO. 1 IS 135 FEET WEST OF THE NORTHEAST CORNER OF A
 OM0654'BARN, 10 FEET SOUTH OF THE CENTER OF A FARM LANE AND 1 FOOT SOUTH OF A
 OM0654'FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 OM0654'ANNA NO 1 1953.
 OM0654'
 OM0654'REFERENCE MARK NO. 2 IS 85 FEET WEST OF A WHITE WITNESS POST, 10 FEET
 OM0654'SOUTH OF THE CENTER OF A FARM LANE AND IN THE FENCE LINE.  THE MARK IS
 OM0654'FLUSH AND THE DISK IS STAMPED ANNA NO 2 1953.
 OM0654'
 OM0654'AZIMUTH MARK IS 45 FEET NORTH OF A GRAVEL ENTRANCE DRIVE, 28 FEET EAST
 OM0654'OF THE CENTER OF A GRAVEL ROAD, AND 3 FEET NORTH OF A WHITE WITNESS
 OM0654'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ANNA
 OM0654'1953.
 OM0654'
 OM0654'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 149 AND 57 IN
 OM0654'KIEL, GO WEST ON HIGHWAY 149 FOR 2.2 MILES TO THE JUNCTION OF COUNTY
 OM0654'HIGHWAY J, CONTINUE WEST ON HIGHWAY 149 FOR 1.0 MILE TO A T ROAD LEFT,
 OM0654'TURN LEFT AND GO SOUTH AND GO 1.0 MILE TO A JOG CROSS ROAD, CONTINUE
 OM0654'SOUTH FOR 0.4 MILE TO A GRAVEL ENTRANCE DRIVE (*) TURN RIGHT AND GO
 OM0654'WEST ALONG FENCE LINE FOR 0.15 MILES TO THE STATION AS DESCRIBED.
 OM0654'
 OM0654'(*) TO REACH THE AZIMUTH MARK CONTINUE SOUTH FOR 0.3 MILE TO AZIMUTH
 OM0654'MARK ON THE LEFT AS DESCRIBED.
 OM0654'
 OM0654'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM0654
 OM0654                          STATION RECOVERY (1972)
 OM0654
 OM0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OM0654'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 OM0654'CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED AND THE DISK WAS
 OM0654'SALVAGED.  THE STATION MARK AND REFERENCE MARK 1 WERE IN THE EDGE OF A
 OM0654'CULTIVATED FIELD AND REFERENCE MARK 1 WAS DESTROYED.  THE STATION MARK
 OM0654'WAS LOWERED AT THE REQUEST OF THE PROPERTY OWNER.  REFERENCE MARKS 3
 OM0654'AND 4 WERE SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 OM0654'CHECKED.  DUE TO HAZE AND FOG NO OTHER AZIMUTH OBJECTS COULD BE SEEN.
 OM0654'A NEW DESCRIPTION FOLLOWS--
 OM0654'
 OM0654'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF ST. ANNA, ON THE
 OM0654'PROPERTY OF MR. MATH WINKEL JR., AT THE NORTH EDGE OF A CULTIVATED
 OM0654'FIELD, 27 FEET SOUTHEAST OF A METAL WITNESS POST, 22 FEET SOUTHWEST OF
 OM0654'A METAL WITNESS POST, 217 FEET WEST OF THE NORTHWEST CORNER OF A BARN,
 OM0654'20 FEET SOUTH OF A FENCE AND 11 FEET SOUTH OF THE CENTERLINE OF A FARM
 OM0654'LANE.  THE MONUMENT IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED
 OM0654'ANNA 1953 1972.  (NOTE 1C 7A)
 OM0654'
 OM0654'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 149 AND 57 AT
 OM0654'KIEL, GO WEST ON HIGHWAY 149 FOR 2.2 MILES TO THE JUNCTION OF COUNTY
 OM0654'ROAD J.  CONTINUE WEST ON HIGHWAY 149 FOR 1.0 MILE TO A SIDE ROAD
 OM0654'LEFT.  TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 1.0 MILE TO A JOG
 OM0654'CROSSROAD.  CONTINUE SOUTH ON PAVED ROAD FOR 0.4 MILE TO A BARN ON THE
 OM0654'RIGHT AND THE STATION AS DESCRIBED.  CONTINUE SOUTH ON THE ROAD FOR
 OM0654'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OM0654'
 OM0654'REFERENCE MARK 3 IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 1 FOOT
 OM0654'SOUTH OF A FENCE, 9 FEET NORTH OF THE CENTERLINE OF THE LANE AND 201
 OM0654'FEET WEST OF THE NORTHWEST CORNER OF THE BARN.  THE MONUMENT IS FLUSH
 OM0654'AND THE DISK IS STAMPED ANNA 1953 NO 3 1972.
 OM0654'
 OM0654'REFERENCE MARK 4 IS 1 FOOT SOUTH OF THE FENCE, 9 FEET NORTH OF THE
 OM0654'CENTERLINE OF THE LANE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST AND
 OM0654'232 FEET WEST OF THE NORTHWEST CORNER OF THE BARN.  THE MONUMENT IS
 OM0654'FLUSH AND THE DISK IS STAMPED ANNA 1953 NO 4 1972.
 OM0654'
 OM0654'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST, 45 FEET
 OM0654'NORTH OF THE CENTERLINE OF A DRIVEWAY (ERV MYTKO)  28 FEET EAST OF THE
 OM0654'CENTERLINE OF THE ROAD AND 1 FOOT WEST OF THE WEST WALL OF A BARN.
 OM0654'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ANNA 1953.
 OM0654'
 OM0654'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0654'
 OM0654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 OM0654'SOUTHWEST OF KIEL
 OM0654
 OM0654                          STATION RECOVERY (1973)
 OM0654
 OM0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OM0654'ALL SURFACE MARKS FOUND IN GOOD CONDITION.  DISTANCES AND
 OM0654'ANGLES CHECKED OK.  ORIGINAL DESCRIPTION ADEQUATE.
 OM0654'
 OM0654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MI.
 OM0654'SW OF KIEL AND 1.5 MI. SE OF ST. ANNA
 OM0654
 OM0654                          STATION RECOVERY (2006)
 OM0654
 OM0654'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0654'THE STATION AND REFERENCE MARKS WERE NOT FOUND.  IN THE 1953 TO REACH,
 OM0654'TURN LEFT AND GO SOUTH ON THE PAVED ROAD (MEYER ROAD) FOR 1.0 MILE TO
 OM0654'A JOG CROSSROAD (SHEBOYGAN ROAD) CONTINUE SOUTH ON PAVED ROAD (SEXTON
 OM0654'ROAD) FOR 0.4 MILE TO A BARN ON THE RIGHT.
 OM0654'THE AZIMUTH MARK WAS NOT FOUND.  THE DESCRIBED BARN IS NOT PRESENT.
 OM0654'NOTE-- STATE HIGHWAY 149 IN THE 1953 DESCRIPTION IS NOW COUNTY HIGHWAY
 OM0654'HH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0863 ***********************************************************************
 PN0863  DESIGNATION -  ANNA
 PN0863  PID         -  PN0863
 PN0863  STATE/COUNTY-  WI/BROWN
 PN0863  COUNTRY     -  US
 PN0863  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0863
 PN0863                         *CURRENT SURVEY CONTROL
 PN0863  ______________________________________________________________________
 PN0863* NAD 83(1991) POSITION- 44 32 38.50114(N) 088 05 50.56357(W)   ADJUSTED
 PN0863* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 PN0863  ______________________________________________________________________
 PN0863  GEOID HEIGHT    -        -36.251 (meters)                     GEOID18
 PN0863  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 PN0863  HORZ ORDER      -  FIRST
 PN0863
 PN0863.The horizontal coordinates were established by classical geodetic methods
 PN0863.and adjusted by the National Geodetic Survey in November 1991.
 PN0863
 PN0863.The orthometric height was scaled from a topographic map.
 PN0863
 PN0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0863.GEOID18 height accuracy estimate available here.
 PN0863
 PN0863.Click photographs - Photos may exist for this station.
 PN0863
 PN0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0863
 PN0863. The following values were computed from the NAD 83(1991) position.
 PN0863
 PN0863;                    North         East     Units Scale Factor Converg.
 PN0863;SPC WI C     -    80,742.132   751,180.443   MT  0.99995742   +1 20 32.8
 PN0863;SPC WI C     -   264,901.48  2,464,497.84   sFT  0.99995742   +1 20 32.8
 PN0863;UTM  16      - 4,932,885.353   412,826.442   MT  0.99969345   -0 46 11.3
 PN0863
 PN0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0863!SPC WI C     -   0.99997653  x   0.99995742  =   0.99993395
 PN0863!UTM  16      -   0.99997653  x   0.99969345  =   0.99966998
 PN0863
 PN0863:                Primary Azimuth Mark                     Grid Az
 PN0863:SPC WI C     -  ANDY                                     257 42 12.9
 PN0863:UTM  16      -  ANDY                                     259 48 57.0
 PN0863
 PN0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1282632885(NAD 83)
 PN0863
 PN0863|---------------------------------------------------------------------|
 PN0863| PID    Reference Object                     Distance      Geod. Az  |
 PN0863|                                                           dddmmss.s |
 PN0863| PN0871 ADAM                                292.555 METERS 09745     |
 PN0863| PN0060 ANDY                                APPROX. 0.9 KM 2590245.7 |
 PN0863|---------------------------------------------------------------------|
 PN0863
 PN0863                          SUPERSEDED SURVEY CONTROL
 PN0863
 PN0863  NAD 83(1986)-  44 32 38.49309(N)    088 05 50.55174(W) AD(       ) 1
 PN0863  NAD 27      -  44 32 38.52500(N)    088 05 50.17200(W) AD(       ) 1
 PN0863
 PN0863.Superseded values are not recommended for survey control.
 PN0863
 PN0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0863.See file dsdata.pdf to determine how the superseded data were derived.
 PN0863
 PN0863_MARKER: N = NAIL
 PN0863_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 PN0863_SP_SET: CEDAR POST
 PN0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0863
 PN0863  HISTORY     - Date     Condition        Report By
 PN0863  HISTORY     - 1926     MONUMENTED       CGS
 PN0863  HISTORY     - 1935     MARK NOT FOUND   WIGS
 PN0863  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0863
 PN0863                          STATION DESCRIPTION
 PN0863
 PN0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0863'STATION IS LOCATED ABOUT 1-1/2 MILES W OF THE WESTERN CITY LIMITS
 PN0863'OF GREEN BAY, WISCONSIN, ALONG THE TRACKS OF THE GREEN BAY AND
 PN0863'WESTERN RAILWAY.  IT IS ON THE WESTERN END OF THE SECOND CURVE
 PN0863'IN THE RAILROAD TRACK AFTER PASSING STATE TRUNK HIGHWAY 54.  IT IS
 PN0863'ON THE EASTERLY PROLONGATION OF THE S RAIL PASSING OVER DUCK
 PN0863'CREEK.  IT IS 7.606 METERS (24.960 FEET) N OF THE N RAIL OF THE
 PN0863'TRACK, AND 7.24 METERS (23.75 FEET) S OF THE N PROPERTY FENCE
 PN0863'OF THE RAILROAD.  IT IS 5.832 METERS (19.13 FEET) E OF A
 PN0863'TELEGRAPH POLE SET ON THE EDGE OF A STEEP DECLIVITY BEING THE
 PN0863'FIRST DECLIVITY W OF THE CURVE.
 PN0863'
 PN0863'STATION MARK IS A 4- BY 4-INCH CEDAR POST, WITH A NAIL IN THE
 PN0863'CENTER, PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 PN0863
 PN0863                          STATION RECOVERY (1935)
 PN0863
 PN0863'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PN0863'CEDAR POST IS GONE, BUT FOUND THE HOLE WHERE IT WAS.  DESCRIPTION
 PN0863'CORRECT TO THE HOLE.  PLACED A 2- BY 4-INCH STAKE IN THE HOLE
 PN0863'TO MARK IT.
 PN0863
 PN0863                          STATION RECOVERY (2003)
 PN0863
 PN0863'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0863'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0517 ***********************************************************************
 PO0517  DESIGNATION -  ANNA
 PO0517  PID         -  PO0517
 PO0517  STATE/COUNTY-  WI/WOOD
 PO0517  COUNTRY     -  US
 PO0517  USGS QUAD   -  ARPIN (2018)
 PO0517
 PO0517                         *CURRENT SURVEY CONTROL
 PO0517  ______________________________________________________________________
 PO0517* NAD 83(1991) POSITION- 44 31 07.08587(N) 090 00 42.33046(W)   ADJUSTED
 PO0517* NAVD 88 ORTHO HEIGHT -   354.    (meters)     1161.    (feet) SCALED
 PO0517  ______________________________________________________________________
 PO0517  GEOID HEIGHT    -        -34.667 (meters)                     GEOID18
 PO0517  LAPLACE CORR    -         -7.31  (seconds)                    DEFLEC18
 PO0517  HORZ ORDER      -  FIRST
 PO0517
 PO0517.The horizontal coordinates were established by classical geodetic methods
 PO0517.and adjusted by the National Geodetic Survey in November 1991.
 PO0517
 PO0517.The orthometric height was scaled from a topographic map.
 PO0517
 PO0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0517.GEOID18 height accuracy estimate available here.
 PO0517
 PO0517.Click photographs - Photos may exist for this station.
 PO0517
 PO0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0517
 PO0517. The following values were computed from the NAD 83(1991) position.
 PO0517
 PO0517;                    North         East     Units Scale Factor Converg.
 PO0517;SPC WI C     -    76,149.399   599,065.190   MT  0.99996007   -0 00 29.9
 PO0517;SPC WI C     -   249,833.49  1,965,433.04   sFT  0.99996007   -0 00 29.9
 PO0517;UTM  15      - 4,933,823.252   737,484.751   MT  1.00029363   +2 05 46.2
 PO0517;UTM  16      - 4,933,891.929   260,646.256   MT  1.00030459   -2 06 45.6
 PO0517
 PO0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0517!SPC WI C     -   0.99994994  x   0.99996007  =   0.99991001
 PO0517!UTM  15      -   0.99994994  x   1.00029363  =   1.00024355
 PO0517!UTM  16      -   0.99994994  x   1.00030459  =   1.00025451
 PO0517
 PO0517:                Primary Azimuth Mark                     Grid Az
 PO0517:SPC WI C     -  HUNT                                     323 05 42.2
 PO0517:UTM  15      -  HUNT                                     320 59 26.1
 PO0517:UTM  16      -  HUNT                                     325 11 57.9
 PO0517
 PO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3748433823(NAD 83)
 PO0517
 PO0517|---------------------------------------------------------------------|
 PO0517| PID    Reference Object                     Distance      Geod. Az  |
 PO0517|                                                           dddmmss.s |
 PO0517| CJ8010 ANNA RM                               9.090 METERS 27648     |
 PO0517| PO0033 HUNT                                APPROX. 2.0 KM 3230512.3 |
 PO0517|---------------------------------------------------------------------|
 PO0517
 PO0517                          SUPERSEDED SURVEY CONTROL
 PO0517
 PO0517  NAD 83(1986)-  44 31 07.08391(N)    090 00 42.33736(W) AD(       ) 1
 PO0517  NAD 27      -  44 31 07.23377(N)    090 00 41.86809(W) AD(       ) 1
 PO0517
 PO0517.Superseded values are not recommended for survey control.
 PO0517
 PO0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0517.See file dsdata.pdf to determine how the superseded data were derived.
 PO0517
 PO0517_MARKER: DE = TRAVERSE STATION DISK
 PO0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0517_STAMPING: ANNA 1921
 PO0517_MARK LOGO: CGS
 PO0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0517+STABILITY: SURFACE MOTION
 PO0517
 PO0517  HISTORY     - Date     Condition        Report By
 PO0517  HISTORY     - 1921     MONUMENTED       CGS
 PO0517  HISTORY     - 1930     GOOD             CGS
 PO0517  HISTORY     - 1955     GOOD             USGS
 PO0517  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 PO0517
 PO0517                          STATION DESCRIPTION
 PO0517
 PO0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 PO0517'STATION IS LOCATED ABOUT 3 MILES S OF ARPIN, NEAR THE CENTER
 PO0517'OF CUT BETWEEN THE TRACKS OF THE SOO LINE AND THE NORTH
 PO0517'WESTERN RAILWAYS, ON THE FIRST CURVE S OF ARPIN, ABOUT 100
 PO0517'METERS S OF ROAD CROSSING AT THE ROCK CUT FARM.  IT IS ON
 PO0517'THE EXTENSION OF THE W RAIL FROM THE N, ABOUT 200 METERS
 PO0517'N OF MILEPOST N 13.  W RAIL DISTANCE, 11.34 METERS (37.20 FEET).
 PO0517'
 PO0517'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 PO0517'BRONZE DISKS SET IN CONCRETE.
 PO0517'
 PO0517'REFERENCE MARK IS BETWEEN TRACKS OF THE ABOVE RAILWAYS, NEAR
 PO0517'TELEGRAPH POLE.
 PO0517
 PO0517                          STATION RECOVERY (1930)
 PO0517
 PO0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0517'MARK FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 PO0517
 PO0517                          STATION RECOVERY (1955)
 PO0517
 PO0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PO0517'STATION FOUND IN GOOD CONDITION AND AS DESCRIBED.
 PO0517
 PO0517                          STATION RECOVERY (2005)
 PO0517
 PO0517'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PO0517'RAIL ROAD TRACKS HAVE BEEN REMOVED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5296 ***********************************************************************
 DH5296  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5296  DESIGNATION -  ANNATON GPS
 DH5296  PID         -  DH5296
 DH5296  STATE/COUNTY-  WI/GRANT
 DH5296  COUNTRY     -  US
 DH5296  USGS QUAD   -  STITZER (2018)
 DH5296
 DH5296                         *CURRENT SURVEY CONTROL
 DH5296  ______________________________________________________________________
 DH5296* NAD 83(2011) POSITION- 42 53 52.04833(N) 090 34 16.50894(W)   ADJUSTED
 DH5296* NAD 83(2011) ELLIP HT-   259.089 (meters)        (06/27/12)   ADJUSTED
 DH5296* NAD 83(2011) EPOCH   -  2010.00
 DH5296* NAVD 88 ORTHO HEIGHT -   291.95  (meters)      957.8   (feet) GPS OBS
 DH5296  ______________________________________________________________________
 DH5296  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5296  GEOID HEIGHT    -        -32.863 (meters)                     GEOID12A
 DH5296  GEOID HEIGHT    -        -32.859 (meters)                     GEOID18
 DH5296  NAD 83(2011) X  -    -46,658.733 (meters)                     COMP
 DH5296  NAD 83(2011) Y  - -4,679,646.885 (meters)                     COMP
 DH5296  NAD 83(2011) Z  -  4,319,367.022 (meters)                     COMP
 DH5296  LAPLACE CORR    -         -5.31  (seconds)                    DEFLEC18
 DH5296
 DH5296  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5296  Standards:
 DH5296         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5296            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5296  -------------------------------------------------------------------
 DH5296  NETWORK    0.22   0.35           0.10   0.08   0.18      0.05274320
 DH5296  -------------------------------------------------------------------
 DH5296  Click here for local accuracies and other accuracy information.
 DH5296
 DH5296.The horizontal coordinates were established by GPS observations
 DH5296.and adjusted by the National Geodetic Survey in June 2012.
 DH5296
 DH5296.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5296.been affixed to the stable North American tectonic plate. See 
 DH5296.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5296
 DH5296.The horizontal coordinates are valid at the epoch date displayed above
 DH5296.which is a decimal equivalence of Year/Month/Day.
 DH5296
 DH5296.The orthometric height was determined by GPS observations and a
 DH5296.high-resolution geoid model using precise GPS observation and
 DH5296.processing techniques.
 DH5296
 DH5296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5296.GEOID18 height accuracy estimate available here.
 DH5296
 DH5296.Click photographs - Photos may exist for this station.
 DH5296
 DH5296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5296
 DH5296.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5296
 DH5296.The ellipsoidal height was determined by GPS observations
 DH5296.and is referenced to NAD 83.
 DH5296
 DH5296. The following values were computed from the NAD 83(2011) position.
 DH5296
 DH5296;                    North         East     Units Scale Factor Converg.
 DH5296;SPC WI S     -    99,896.192   553,344.109   MT  0.99997091   -0 23 33.0
 DH5296;SPC WI S     -   327,742.76  1,815,429.80   sFT  0.99997091   -0 23 33.0
 DH5296;UTM  15      - 4,752,326.519   698,295.471   MT  1.00008376   +1 39 13.6
 DH5296
 DH5296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5296!SPC WI S     -   0.99995937  x   0.99997091  =   0.99993028
 DH5296!UTM  15      -   0.99995937  x   1.00008376  =   1.00004313
 DH5296
 DH5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9829552326(NAD 83)
 DH5296
 DH5296                          SUPERSEDED SURVEY CONTROL
 DH5296
 DH5296  NAD 83(2007)-  42 53 52.04839(N)    090 34 16.50984(W) AD(2002.00) 0
 DH5296  ELLIP H (02/10/07)  259.120  (m)                       GP(2002.00)    
 DH5296  NAD 83(1997)-  42 53 52.04823(N)    090 34 16.51019(W) AD(       ) 1
 DH5296  ELLIP H (08/01/05)  259.130  (m)                       GP(       ) 2 1
 DH5296  NAVD 88 (07/26/07)  291.94   (m)  GEOID03  model used  GPS OBS        
 DH5296
 DH5296.Superseded values are not recommended for survey control.
 DH5296
 DH5296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5296.See file dsdata.pdf to determine how the superseded data were derived.
 DH5296
 DH5296_MARKER: DD = SURVEY DISK
 DH5296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5296_STAMPING: ANNATON GPS 2004
 DH5296_MARK LOGO: WIDT
 DH5296_PROJECTION: FLUSH
 DH5296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5296+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DH5296
 DH5296  HISTORY     - Date     Condition        Report By
 DH5296  HISTORY     - 2003     MONUMENTED       WIDT
 DH5296  HISTORY     - 20071009 GOOD             WIDT
 DH5296
 DH5296                          STATION DESCRIPTION
 DH5296
 DH5296'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5296'OWNERSHIP--TOWN OF LIBERTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5296'US HIGHWAY 61  WITH COUNTY HIGHWAY E ABOUT 4 MI NORTHEAST OF THE CITY
 DH5296'OF LANCASTER, GO EASTERLY ON  COUNTY HIGHWAY E FOR 6.3 MI TO SCENIC
 DH5296'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON  SCENIC ROAD FOR 0.2 MI
 DH5296'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5296'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5296'IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5296'HIGHWAY PAVEMENT.  THE STATION IS 8.8  M WEST OF THE CENTERLINE OF
 DH5296'SCENIC ROAD, 35 M SOUTH OF THE CENTERLINE OF A FIELD  ENTRANCE, 30.7 M
 DH5296'SOUTHWEST OF A WOOD POST FOR A --STOP AHEAD-- SIGN, 1.0 M NORTH OF AN
 DH5296'ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC
 DH5296'WITNESS POST, AND  0.9 M EAST OF A BARBED WIRE FENCE.  ---NOTE---THIS
 DH5296'STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES
 DH5296'ABOVE THE HORIZON.
 DH5296
 DH5296                          STATION RECOVERY (2007)
 DH5296
 DH5296'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5296'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 66 M
 DH5296'NORTH OF SLEEPY HOLLOW ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7293 ***********************************************************************
 DN7293  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7293  DESIGNATION -  ANSON E GPS
 DN7293  PID         -  DN7293
 DN7293  STATE/COUNTY-  WI/CHIPPEWA
 DN7293  COUNTRY     -  US
 DN7293  USGS QUAD   -  CRESCENT (2018)
 DN7293
 DN7293                         *CURRENT SURVEY CONTROL
 DN7293  ______________________________________________________________________
 DN7293* NAD 83(2011) POSITION- 45 02 41.48301(N) 091 12 25.91438(W)   ADJUSTED
 DN7293* NAD 83(2011) ELLIP HT-   289.229 (meters)        (04/15/13)   ADJUSTED
 DN7293* NAD 83(2011) EPOCH   -  2010.00
 DN7293* NAVD 88 ORTHO HEIGHT -   320.10  (meters)     1050.2   (feet) GPS OBS
 DN7293  ______________________________________________________________________
 DN7293  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7293  GEOID HEIGHT    -        -30.879 (meters)                     GEOID12A
 DN7293  GEOID HEIGHT    -        -30.870 (meters)                     GEOID18
 DN7293  NAD 83(2011) X  -    -95,106.747 (meters)                     COMP
 DN7293  NAD 83(2011) Y  - -4,513,266.968 (meters)                     COMP
 DN7293  NAD 83(2011) Z  -  4,491,076.625 (meters)                     COMP
 DN7293  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 DN7293
 DN7293  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7293  Standards:
 DN7293         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7293            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7293  -------------------------------------------------------------------
 DN7293  NETWORK    0.61   1.10           0.28   0.21   0.56      0.06507852
 DN7293  -------------------------------------------------------------------
 DN7293  Click here for local accuracies and other accuracy information.
 DN7293
 DN7293.The horizontal coordinates were established by GPS observations
 DN7293.and adjusted by the National Geodetic Survey in April 2013.
 DN7293
 DN7293.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7293.been affixed to the stable North American tectonic plate. See 
 DN7293.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7293
 DN7293.The horizontal coordinates are valid at the epoch date displayed above
 DN7293.which is a decimal equivalence of Year/Month/Day.
 DN7293
 DN7293.The orthometric height was determined by GPS observations and a
 DN7293.high-resolution geoid model using precise GPS observation and
 DN7293.processing techniques.
 DN7293
 DN7293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7293.GEOID18 height accuracy estimate available here.
 DN7293
 DN7293.Click photographs - Photos may exist for this station.
 DN7293
 DN7293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7293
 DN7293.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7293
 DN7293.The ellipsoidal height was determined by GPS observations
 DN7293.and is referenced to NAD 83.
 DN7293
 DN7293. The following values were computed from the NAD 83(2011) position.
 DN7293
 DN7293;                    North         East     Units Scale Factor Converg.
 DN7293;SPC WI C     -   135,330.732   504,899.253   MT  0.99994503   -0 51 06.4
 DN7293;SPC WI C     -   443,997.58  1,656,490.30   sFT  0.99994503   -0 51 06.4
 DN7293;UTM  15      - 4,989,496.829   641,189.891   MT  0.99984512   +1 16 08.1
 DN7293
 DN7293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7293!SPC WI C     -   0.99995466  x   0.99994503  =   0.99989969
 DN7293!UTM  15      -   0.99995466  x   0.99984512  =   0.99979978
 DN7293
 DN7293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4118989496(NAD 83)
 DN7293
 DN7293                          SUPERSEDED SURVEY CONTROL
 DN7293
 DN7293  NAD 83(2007)-  45 02 41.48309(N)    091 12 25.91509(W) AD(2002.00) 1
 DN7293  ELLIP H (04/06/12)  289.254  (m)                       GP(2002.00) 1 1
 DN7293
 DN7293.Superseded values are not recommended for survey control.
 DN7293
 DN7293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7293.See file dsdata.pdf to determine how the superseded data were derived.
 DN7293
 DN7293_MARKER: DD = SURVEY DISK
 DN7293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7293_STAMPING: ANSON E GPS 2006
 DN7293_MARK LOGO: WIDT
 DN7293_PROJECTION: FLUSH
 DN7293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7293+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 DN7293
 DN7293  HISTORY     - Date     Condition        Report By
 DN7293  HISTORY     - 2005     MONUMENTED       WIDT
 DN7293  HISTORY     - 20080730 GOOD             WIDT
 DN7293
 DN7293                          STATION DESCRIPTION
 DN7293
 DN7293'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7293'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY Y WITH COUNTY
 DN7293'HIGHWAY SOUTH IN THE COMMUNITY OF JIM FALLS, GO EAST ON COUNTY HIGHWAY
 DN7293'SOUTH FOR 2.4 MI (3.9 KM) TO 220TH STREET RIGHT.  CONTINUE EAST ON
 DN7293'COUNTY HIGHWAY SOUTH FOR 0.96 MI (1.5 KM) TO THE STATION ON THE LEFT.
 DN7293'
 DN7293'IT IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DN7293'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DN7293'CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE GROUND AND
 DN7293'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.4 M
 DN7293'(37.4 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY SOUTH, 46.2 M
 DN7293'(151.6 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY K, 28.6 M (93.8
 DN7293'FT) NORTHWEST OF A POWER POLE, 16.5 M (54.1 FT) EAST OF THE NORTH POST
 DN7293'OF A WELCOME TO THE TOWN OF ANSON SIGN AND 1.0 M (3.3 FT) NORTH, 1.0 M
 DN7293'(3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT) SOUTHWEST OF THREE ORANGE 4X4
 DN7293'PLASTIC GUARD POSTS.
 DN7293'
 DN7293'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7293'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7294 ***********************************************************************
 DN7294  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7294  DESIGNATION -  ANSON GPS
 DN7294  PID         -  DN7294
 DN7294  STATE/COUNTY-  WI/CHIPPEWA
 DN7294  COUNTRY     -  US
 DN7294  USGS QUAD   -  CADOTT (2018)
 DN7294
 DN7294                         *CURRENT SURVEY CONTROL
 DN7294  ______________________________________________________________________
 DN7294* NAD 83(2011) POSITION- 44 59 40.78360(N) 091 14 55.55759(W)   ADJUSTED
 DN7294* NAD 83(2011) ELLIP HT-   266.919 (meters)        (04/15/13)   ADJUSTED
 DN7294* NAD 83(2011) EPOCH   -  2010.00
 DN7294* NAVD 88 ORTHO HEIGHT -   297.81  (meters)      977.1   (feet) GPS OBS
 DN7294  ______________________________________________________________________
 DN7294  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7294  GEOID HEIGHT    -        -30.897 (meters)                     GEOID12A
 DN7294  GEOID HEIGHT    -        -30.892 (meters)                     GEOID18
 DN7294  NAD 83(2011) X  -    -98,466.706 (meters)                     COMP
 DN7294  NAD 83(2011) Y  - -4,517,125.992 (meters)                     COMP
 DN7294  NAD 83(2011) Z  -  4,487,117.650 (meters)                     COMP
 DN7294  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 DN7294
 DN7294  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7294  Standards:
 DN7294         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7294            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7294  -------------------------------------------------------------------
 DN7294  NETWORK    0.66   1.31           0.29   0.25   0.67      0.09288469
 DN7294  -------------------------------------------------------------------
 DN7294  Click here for local accuracies and other accuracy information.
 DN7294
 DN7294.The horizontal coordinates were established by GPS observations
 DN7294.and adjusted by the National Geodetic Survey in April 2013.
 DN7294
 DN7294.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7294.been affixed to the stable North American tectonic plate. See 
 DN7294.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7294
 DN7294.The horizontal coordinates are valid at the epoch date displayed above
 DN7294.which is a decimal equivalence of Year/Month/Day.
 DN7294
 DN7294.The orthometric height was determined by GPS observations and a
 DN7294.high-resolution geoid model using precise GPS observation and
 DN7294.processing techniques.
 DN7294
 DN7294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7294.GEOID18 height accuracy estimate available here.
 DN7294
 DN7294.Click photographs - Photos may exist for this station.
 DN7294
 DN7294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7294
 DN7294.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7294
 DN7294.The ellipsoidal height was determined by GPS observations
 DN7294.and is referenced to NAD 83.
 DN7294
 DN7294. The following values were computed from the NAD 83(2011) position.
 DN7294
 DN7294;                    North         East     Units Scale Factor Converg.
 DN7294;SPC WI C     -   129,803.025   501,539.121   MT  0.99994284   -0 52 52.0
 DN7294;SPC WI C     -   425,862.09  1,645,466.27   sFT  0.99994284   -0 52 52.0
 DN7294;UTM  15      - 4,983,849.190   638,036.879   MT  0.99983430   +1 14 18.2
 DN7294
 DN7294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7294!SPC WI C     -   0.99995815  x   0.99994284  =   0.99990099
 DN7294!UTM  15      -   0.99995815  x   0.99983430  =   0.99979246
 DN7294
 DN7294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3803683849(NAD 83)
 DN7294
 DN7294                          SUPERSEDED SURVEY CONTROL
 DN7294
 DN7294  NAD 83(2007)-  44 59 40.78371(N)    091 14 55.55830(W) AD(2002.00) 1
 DN7294  ELLIP H (04/06/12)  266.944  (m)                       GP(2002.00) 1 1
 DN7294
 DN7294.Superseded values are not recommended for survey control.
 DN7294
 DN7294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7294.See file dsdata.pdf to determine how the superseded data were derived.
 DN7294
 DN7294_MARKER: DD = SURVEY DISK
 DN7294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7294_STAMPING: ANSON GPS 2006
 DN7294_MARK LOGO: WIDT
 DN7294_PROJECTION: FLUSH
 DN7294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7294+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 DN7294
 DN7294  HISTORY     - Date     Condition        Report By
 DN7294  HISTORY     - 2005     MONUMENTED       WIDT
 DN7294  HISTORY     - 20080730 GOOD             WIDT
 DN7294
 DN7294                          STATION DESCRIPTION
 DN7294
 DN7294'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7294'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DN7294'HIGHWAY K SOUTH APPROXIMATELY 6 MI (9.7 KM) NORTHWEST OF THE VILLAGE
 DN7294'OF CADOTT, GO NORTH ON COUNTY HIGHWAY O AND COUNTY HIGHWAY K FOR 0.5
 DN7294'MI (0.8 KM) TO COUNTY HIGHWAY O CURVING LEFT AND COUNTY HIGHWAY K
 DN7294'AHEAD.  CONTINUE NORTH ON COUNTY HIGHWAY K FOR 0.5 MI (0.8 KM) TO
 DN7294'COUNTY HIGHWAY K TURNING RIGHT AND 200TH STREET AHEAD.  TURN RIGHT AND
 DN7294'GO WEST ON COUNTY HIGHWAY K FOR 1.0 MI (1.6 KM) TO 210TH STREET.  TURN
 DN7294'LEFT AND GO NORTH ON 210TH STREET FOR 0.5 MI (0.8 KM) TO 105TH AVENUE
 DN7294'LEFT.  TURN LEFT AND GO WEST ON 105TH AVENUE FOR 72 M (236.2 FT) TO
 DN7294'THE STATION ON THE LEFT.
 DN7294'
 DN7294'IT IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DN7294'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DN7294'CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE GROUND AND
 DN7294'APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.1 M
 DN7294'(29.9 FT) SOUTH OF THE CENTERLINE OF 105TH AVENUE, 72.3 M (237.2 FT)
 DN7294'WEST OF THE CENTERLINE OF 210TH STREET, 60.1 M (197.2 FT) WEST OF A
 DN7294'STOP SIGN POST, 56.6 M (185.7 FT) WEST OF US GEOLOGICAL SURVEY DISK
 DN7294'STAMPED TT STATION NO6L 1929, 20.4 M (66.9 FT) SOUTH-SOUTHEAST OF A
 DN7294'POWER POLE, 0.7 M (2.3 FT) NORTH OF A WIRE FENCE AND 1.0 M (3.3 FT)
 DN7294'SOUTH, 1.0 M (3.3 FT) NORTHWEST AND 1.0 M (3.3 FT) NORTHEAST OF THREE
 DN7294'ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7294'
 DN7294'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7294'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7292 ***********************************************************************
 DN7292  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7292  DESIGNATION -  ANSON N GPS
 DN7292  PID         -  DN7292
 DN7292  STATE/COUNTY-  WI/CHIPPEWA
 DN7292  COUNTRY     -  US
 DN7292  USGS QUAD   -  JIM FALLS (2018)
 DN7292
 DN7292                         *CURRENT SURVEY CONTROL
 DN7292  ______________________________________________________________________
 DN7292* NAD 83(2011) POSITION- 45 02 25.34195(N) 091 16 03.46759(W)   ADJUSTED
 DN7292* NAD 83(2011) ELLIP HT-   270.350 (meters)        (04/15/13)   ADJUSTED
 DN7292* NAD 83(2011) EPOCH   -  2010.00
 DN7292* NAVD 88 ORTHO HEIGHT -   301.20  (meters)      988.2   (feet) GPS OBS
 DN7292  ______________________________________________________________________
 DN7292  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7292  GEOID HEIGHT    -        -30.854 (meters)                     GEOID12A
 DN7292  GEOID HEIGHT    -        -30.844 (meters)                     GEOID18
 DN7292  NAD 83(2011) X  -    -99,874.467 (meters)                     COMP
 DN7292  NAD 83(2011) Y  - -4,513,503.336 (meters)                     COMP
 DN7292  NAD 83(2011) Z  -  4,490,711.177 (meters)                     COMP
 DN7292  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 DN7292
 DN7292  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7292  Standards:
 DN7292         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7292            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7292  -------------------------------------------------------------------
 DN7292  NETWORK    0.66   1.20           0.30   0.23   0.61      0.15258865
 DN7292  -------------------------------------------------------------------
 DN7292  Click here for local accuracies and other accuracy information.
 DN7292
 DN7292.The horizontal coordinates were established by GPS observations
 DN7292.and adjusted by the National Geodetic Survey in April 2013.
 DN7292
 DN7292.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7292.been affixed to the stable North American tectonic plate. See 
 DN7292.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7292
 DN7292.The horizontal coordinates are valid at the epoch date displayed above
 DN7292.which is a decimal equivalence of Year/Month/Day.
 DN7292
 DN7292.The orthometric height was determined by GPS observations and a
 DN7292.high-resolution geoid model using precise GPS observation and
 DN7292.processing techniques.
 DN7292
 DN7292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7292.GEOID18 height accuracy estimate available here.
 DN7292
 DN7292.Click photographs - Photos may exist for this station.
 DN7292
 DN7292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7292
 DN7292.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7292
 DN7292.The ellipsoidal height was determined by GPS observations
 DN7292.and is referenced to NAD 83.
 DN7292
 DN7292. The following values were computed from the NAD 83(2011) position.
 DN7292
 DN7292;                    North         East     Units Scale Factor Converg.
 DN7292;SPC WI C     -   134,905.088   500,131.181   MT  0.99994480   -0 53 39.9
 DN7292;SPC WI C     -   442,601.11  1,640,847.05   sFT  0.99994480   -0 53 39.9
 DN7292;UTM  15      - 4,988,895.112   636,441.346   MT  0.99982891   +1 13 33.7
 DN7292
 DN7292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7292!SPC WI C     -   0.99995761  x   0.99994480  =   0.99990242
 DN7292!UTM  15      -   0.99995761  x   0.99982891  =   0.99978653
 DN7292
 DN7292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3644188895(NAD 83)
 DN7292
 DN7292                          SUPERSEDED SURVEY CONTROL
 DN7292
 DN7292  NAD 83(2007)-  45 02 25.34202(N)    091 16 03.46824(W) AD(2002.00) 1
 DN7292  ELLIP H (04/06/12)  270.376  (m)                       GP(2002.00) 1 1
 DN7292
 DN7292.Superseded values are not recommended for survey control.
 DN7292
 DN7292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7292.See file dsdata.pdf to determine how the superseded data were derived.
 DN7292
 DN7292_MARKER: DD = SURVEY DISK
 DN7292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7292_STAMPING: ANSON N GPS 2006
 DN7292_MARK LOGO: WIDT
 DN7292_PROJECTION: FLUSH
 DN7292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7292+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 DN7292
 DN7292  HISTORY     - Date     Condition        Report By
 DN7292  HISTORY     - 2005     MONUMENTED       WIDT
 DN7292  HISTORY     - 20080730 GOOD             WIDT
 DN7292
 DN7292                          STATION DESCRIPTION
 DN7292
 DN7292'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7292'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY Y WITH COUNTY
 DN7292'HIGHWAY SOUTH IN THE COMMUNITY OF JIM FALLS, GO EAST ON COUNTY HIGHWAY
 DN7292'SOUTH FOR 0.3 MI (0.5 KM) TO 198TH STREET RIGHT.  TURN RIGHT AND GO
 DN7292'SOUTHWEST ON 198TH STREET FOR 0.3 MI (0.5 KM) TO 139TH AVENUE LEFT.
 DN7292'TURN LEFT AND GO SOUTHEAST AND SOUTH ON 139TH AVENUE BECOMING 200TH
 DN7292'STREET FOR 0.45 MI (0.7 KM) TO THE STATION ON THE LEFT.
 DN7292'
 DN7292'IT IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DN7292'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DN7292'CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE GROUND AND
 DN7292'APPROXIMATELY 0.3 M (1.0 FT) HIGHER THAN THE ROAD PAVEMENT.  THE
 DN7292'STATION IS 6.6 M (21.7 FT) EAST OF THE CENTERLINE OF 200TH STREET,
 DN7292'97.5 M (319.9 FT) SOUTH OF A LEFT CURVE AHEAD SIGN POST, 40.9 M (134.2
 DN7292'FT) NORTH OF A REDUCE SPEED AHEAD SPEED LIMIT 35 SIGN POST, 25.7 M
 DN7292'(84.3 FT) NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER
 DN7292'13706, 18.8 M (61.7 FT) EAST OF POWER POLE NUMBER 16 AND 0.9 M (3.0
 DN7292'FT) EAST, 1.0 M (3.3 FT) SOUTHWEST AND 1.0 M (3.3 FT) NORTHWEST OF
 DN7292'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7292'
 DN7292'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7292'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7297 ***********************************************************************
 DN7297  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7297  DESIGNATION -  ANSON W GPS
 DN7297  PID         -  DN7297
 DN7297  STATE/COUNTY-  WI/CHIPPEWA
 DN7297  COUNTRY     -  US
 DN7297  USGS QUAD   -  JIM FALLS (2018)
 DN7297
 DN7297                         *CURRENT SURVEY CONTROL
 DN7297  ______________________________________________________________________
 DN7297* NAD 83(2011) POSITION- 45 00 11.20959(N) 091 19 39.78727(W)   ADJUSTED
 DN7297* NAD 83(2011) ELLIP HT-   256.408 (meters)        (04/15/13)   ADJUSTED
 DN7297* NAD 83(2011) EPOCH   -  2010.00
 DN7297* NAVD 88 ORTHO HEIGHT -   287.31  (meters)      942.6   (feet) GPS OBS
 DN7297  ______________________________________________________________________
 DN7297  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7297  GEOID HEIGHT    -        -30.898 (meters)                     GEOID12A
 DN7297  GEOID HEIGHT    -        -30.891 (meters)                     GEOID18
 DN7297  NAD 83(2011) X  -   -104,675.578 (meters)                     COMP
 DN7297  NAD 83(2011) Y  - -4,516,314.602 (meters)                     COMP
 DN7297  NAD 83(2011) Z  -  4,487,774.407 (meters)                     COMP
 DN7297  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 DN7297
 DN7297  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7297  Standards:
 DN7297         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7297            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7297  -------------------------------------------------------------------
 DN7297  NETWORK    0.55   0.98           0.25   0.19   0.50      0.13346329
 DN7297  -------------------------------------------------------------------
 DN7297  Click here for local accuracies and other accuracy information.
 DN7297
 DN7297.The horizontal coordinates were established by GPS observations
 DN7297.and adjusted by the National Geodetic Survey in April 2013.
 DN7297
 DN7297.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7297.been affixed to the stable North American tectonic plate. See 
 DN7297.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7297
 DN7297.The horizontal coordinates are valid at the epoch date displayed above
 DN7297.which is a decimal equivalence of Year/Month/Day.
 DN7297
 DN7297.The orthometric height was determined by GPS observations and a
 DN7297.high-resolution geoid model using precise GPS observation and
 DN7297.processing techniques.
 DN7297
 DN7297.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7297.GEOID18 height accuracy estimate available here.
 DN7297
 DN7297.Click photographs - Photos may exist for this station.
 DN7297
 DN7297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7297
 DN7297.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7297
 DN7297.The ellipsoidal height was determined by GPS observations
 DN7297.and is referenced to NAD 83.
 DN7297
 DN7297. The following values were computed from the NAD 83(2011) position.
 DN7297
 DN7297;                    North         East     Units Scale Factor Converg.
 DN7297;SPC WI C     -   130,840.851   495,329.869   MT  0.99994315   -0 56 12.5
 DN7297;SPC WI C     -   429,267.03  1,625,094.75   sFT  0.99994315   -0 56 12.5
 DN7297;UTM  15      - 4,984,656.567   631,794.235   MT  0.99981358   +1 10 57.8
 DN7297
 DN7297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7297!SPC WI C     -   0.99995980  x   0.99994315  =   0.99990295
 DN7297!UTM  15      -   0.99995980  x   0.99981358  =   0.99977339
 DN7297
 DN7297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3179484656(NAD 83)
 DN7297
 DN7297                          SUPERSEDED SURVEY CONTROL
 DN7297
 DN7297  NAD 83(2007)-  45 00 11.20970(N)    091 19 39.78795(W) AD(2002.00) 1
 DN7297  ELLIP H (04/06/12)  256.435  (m)                       GP(2002.00) 1 1
 DN7297
 DN7297.Superseded values are not recommended for survey control.
 DN7297
 DN7297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7297.See file dsdata.pdf to determine how the superseded data were derived.
 DN7297
 DN7297_MARKER: DD = SURVEY DISK
 DN7297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7297_STAMPING: ANSON W GPS 2006
 DN7297_MARK LOGO: WIDT
 DN7297_PROJECTION: FLUSH
 DN7297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7297+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2008
 DN7297
 DN7297  HISTORY     - Date     Condition        Report By
 DN7297  HISTORY     - 2005     MONUMENTED       WIDT
 DN7297  HISTORY     - 20080804 GOOD             WIDT
 DN7297
 DN7297                          STATION DESCRIPTION
 DN7297
 DN7297'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7297'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY SOUTH WITH
 DN7297'COUNTY HIGHWAY O APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF THE
 DN7297'COMMUNITY OF JIM FALLS, GO NORTHEAST ON COUNTY HIGHWAY SOUTH FOR 1.1
 DN7297'MI (1.8 KM) TO COUNTY HIGHWAY SOUTH CURVING RIGHT AND 105TH AVENUE
 DN7297'LEFT.  TURN LEFT AND GO WEST ON 105TH AVENUE FOR 0.15 MI (0.2 KM) TO
 DN7297'170TH STREET RIGHT.  TURN RIGHT AND GO NORTH ON 170TH STREET FOR 0.53
 DN7297'MI (0.9 KM) TO THE STATION ON THE RIGHT.
 DN7297'
 DN7297'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7297'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7297'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7297'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7297'7.7 M (25.3 FT) EAST OF THE CENTERLINE OF 170TH STREET, 69.6 M (228.3
 DN7297'FT) NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, 64.1 M (210.3 FT)
 DN7297'NORTH OF A METAL CORNER FENCE POST, 0.5 M (1.6 FT) WEST OF A METAL
 DN7297'FENCE AND 1.0 M (3.3 FT) NORTH AND 1.0 M (3.3 FT) SOUTH OF TWO ORANGE
 DN7297'4X4 PLASTIC GUARD POSTS.
 DN7297'
 DN7297'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7297'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1865 ***********************************************************************
 DP1865  DESIGNATION -  ANTIGO CORS ARP
 DP1865  PID         -  DP1865
 DP1865  STATE/COUNTY-  WI/LANGLADE
 DP1865  COUNTRY     -  US
 DP1865  USGS QUAD   -  ANIWA (2018)
 DP1865
 DP1865                         *CURRENT SURVEY CONTROL
 DP1865  ______________________________________________________________________
 DP1865* NAD 83(1986) POSITION- 45 06 49.75   (N) 089 09 46.65   (W)   HD_HELD1
 DP1865* NAVD 88 ORTHO HEIGHT -   454.131 (meters)     1489.93  (feet) ADJUSTED
 DP1865  ______________________________________________________________________
 DP1865  GEOID HEIGHT    -        -34.853 (meters)                     GEOID18
 DP1865  DYNAMIC HEIGHT  -        454.066 (meters)     1489.71  (feet) COMP
 DP1865  MODELED GRAVITY -    980,459.4   (mgal)                       NAVD 88
 DP1865
 DP1865  VERT ORDER      -  SECOND    CLASS I
 DP1865
 DP1865.The horizontal coordinates were determined by differentially corrected
 DP1865.hand held GPS observations or other comparable positioning techniques
 DP1865.and have an estimated accuracy of +/- 3 meters.
 DP1865
 DP1865.The orthometric height was determined by differential leveling and
 DP1865.adjusted by the NATIONAL GEODETIC SURVEY
 DP1865.in February 2017.
 DP1865
 DP1865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1865.GEOID18 height accuracy estimate available here.
 DP1865
 DP1865.Click photographs - Photos may exist for this station.
 DP1865
 DP1865.The dynamic height is computed by dividing the NAVD 88
 DP1865.geopotential number by the normal gravity value computed on the
 DP1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1865.degrees latitude (g = 980.6199 gals.).
 DP1865
 DP1865.The modeled gravity was interpolated from observed gravity values.
 DP1865
 DP1865;                    North         East    Units  Estimated Accuracy
 DP1865;SPC WI C     -   142,627.0     665,862.8     MT  (+/- 3 meters HH1 GPS) 
 DP1865
 DP1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2986397870(NAD 83)
 DP1865
 DP1865                          SUPERSEDED SURVEY CONTROL
 DP1865
 DP1865  NAVD 88 (03/19/14)  454.144  (m)         1489.97   (f) SUPERSEDED  2 1
 DP1865
 DP1865.Superseded values are not recommended for survey control.
 DP1865
 DP1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1865.See file dsdata.pdf to determine how the superseded data were derived.
 DP1865
 DP1865_MARKER: Z = SEE DESCRIPTION
 DP1865_SETTING: 0 = UNSPECIFIED SETTING
 DP1865_SP_SET: ANTENNA REFERENCE POINT
 DP1865_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1865+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DP1865
 DP1865  HISTORY     - Date     Condition        Report By
 DP1865  HISTORY     - 2012     MONUMENTED       WIDT
 DP1865  HISTORY     - 20130711 GOOD             WIDT
 DP1865
 DP1865                          STATION DESCRIPTION
 DP1865
 DP1865'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1865'THE STATION IS THE ANTENNA REFERENCE POINT FOR THE CORS STATION AT THE
 DP1865'SPRINGBROOK WASTEWATER TREATMENT FACILITY, JUST SOUTH OF THE CITY OF
 DP1865'ANTIGO.
 DP1865'
 DP1865'THE ANTENNA REFERENCE POINT IS LOCATED ATOP THE 8 FT (2.4 M) CONCRETE
 DP1865'OBELISK, LOCATED 120 M (393.7 FT) EAST OF KOSZAREK ROAD AND 4.7 M
 DP1865'(15.4 FT) EAST OF THE SOUTHEAST CORNER OF A RAISED CONCRETE PLATFORM
 DP1865'FOR SEVERAL ABOVE GROUND WATER RETENTION TANKS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0769 ***********************************************************************
 QM0769  FBN         -  This is a Federal Base Network Control Station.
 QM0769  PACS        -  This is a Primary Airport Control Station.
 QM0769  DESIGNATION -  ANTIGO GPS
 QM0769  PID         -  QM0769
 QM0769  STATE/COUNTY-  WI/LANGLADE
 QM0769  COUNTRY     -  US
 QM0769  USGS QUAD   -  BRYANT (2018)
 QM0769
 QM0769                         *CURRENT SURVEY CONTROL
 QM0769  ______________________________________________________________________
 QM0769* NAD 83(2011) POSITION- 45 09 23.84987(N) 089 06 15.39848(W)   ADJUSTED
 QM0769* NAD 83(2011) ELLIP HT-   429.846 (meters)        (06/27/12)   ADJUSTED
 QM0769* NAD 83(2011) EPOCH   -  2010.00
 QM0769* NAVD 88 ORTHO HEIGHT -   464.635 (meters)     1524.39  (feet) ADJUSTED
 QM0769  ______________________________________________________________________
 QM0769  GEOID HEIGHT    -        -34.806 (meters)                     GEOID18
 QM0769  NAD 83(2011) X  -     70,434.086 (meters)                     COMP
 QM0769  NAD 83(2011) Y  - -4,505,018.539 (meters)                     COMP
 QM0769  NAD 83(2011) Z  -  4,499,944.425 (meters)                     COMP
 QM0769  LAPLACE CORR    -         -5.88  (seconds)                    DEFLEC18
 QM0769  DYNAMIC HEIGHT  -        464.567 (meters)     1524.17  (feet) COMP
 QM0769  MODELED GRAVITY -    980,456.1   (mgal)                       NAVD 88
 QM0769
 QM0769  VERT ORDER      -  SECOND    CLASS I
 QM0769
 QM0769  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0769  Standards:
 QM0769         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0769            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0769  -------------------------------------------------------------------
 QM0769  NETWORK    0.25   0.31           0.11   0.09   0.16      0.00308502
 QM0769  -------------------------------------------------------------------
 QM0769  Click here for local accuracies and other accuracy information.
 QM0769
 QM0769.This mark is at Langlade County Airport (AIG)
 QM0769
 QM0769.The horizontal coordinates were established by GPS observations
 QM0769.and adjusted by the National Geodetic Survey in June 2012.
 QM0769
 QM0769.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0769.been affixed to the stable North American tectonic plate. See 
 QM0769.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0769
 QM0769.The horizontal coordinates are valid at the epoch date displayed above
 QM0769.which is a decimal equivalence of Year/Month/Day.
 QM0769
 QM0769.The orthometric height was determined by differential leveling and
 QM0769.adjusted by the NATIONAL GEODETIC SURVEY
 QM0769.in February 2017.
 QM0769
 QM0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0769.GEOID18 height accuracy estimate available here.
 QM0769
 QM0769.Click photographs - Photos may exist for this station.
 QM0769
 QM0769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0769
 QM0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0769
 QM0769.The ellipsoidal height was determined by GPS observations
 QM0769.and is referenced to NAD 83.
 QM0769
 QM0769.The dynamic height is computed by dividing the NAVD 88
 QM0769.geopotential number by the normal gravity value computed on the
 QM0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0769.degrees latitude (g = 980.6199 gals.).
 QM0769
 QM0769.The modeled gravity was interpolated from observed gravity values.
 QM0769
 QM0769. The following values were computed from the NAD 83(2011) position.
 QM0769
 QM0769;                    North         East     Units Scale Factor Converg.
 QM0769;SPC WI C     -   147,432.875   670,427.455   MT  0.99995267   +0 37 55.2
 QM0769;SPC WI C     -   483,702.69  2,199,560.74   sFT  0.99995267   +0 37 55.2
 QM0769;UTM  16      - 5,002,503.679   334,603.375   MT  0.99993637   -1 29 32.5
 QM0769
 QM0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0769!SPC WI C     -   0.99993261  x   0.99995267  =   0.99988528
 QM0769!UTM  16      -   0.99993261  x   0.99993637  =   0.99986899
 QM0769
 QM0769:                Primary Azimuth Mark                     Grid Az
 QM0769:SPC WI C     -  ANTIGO GPS AZ MK                         286 18 15.3
 QM0769:UTM  16      -  ANTIGO GPS AZ MK                         288 25 43.0
 QM0769
 QM0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3460302503(NAD 83)
 QM0769
 QM0769|---------------------------------------------------------------------|
 QM0769| PID    Reference Object                     Distance      Geod. Az  |
 QM0769|                                                           dddmmss.s |
 QM0769| QM0776 ANTIGO GPS AZ MK                    APPROX. 0.7 KM 2865610.5 |
 QM0769|---------------------------------------------------------------------|
 QM0769
 QM0769                          SUPERSEDED SURVEY CONTROL
 QM0769
 QM0769  ELLIP H (09/06/11)  429.841  (m)                       GP(       ) 1 1
 QM0769  NAD 83(2007)-  45 09 23.85004(N)    089 06 15.39915(W) AD(2002.00) 0
 QM0769  ELLIP H (02/10/07)  429.875  (m)                       GP(2002.00)    
 QM0769  NAD 83(1997)-  45 09 23.85009(N)    089 06 15.39969(W) AD(       ) A
 QM0769  ELLIP H (04/28/99)  429.895  (m)                       GP(       ) 3 1
 QM0769  NAD 83(1991)-  45 09 23.84956(N)    089 06 15.39824(W) AD(       ) B
 QM0769  ELLIP H (06/11/91)  429.852  (m)                       GP(       ) 4 1
 QM0769  NAVD 88 (05/27/14)  464.65   (m)  UNKNOWN  model used  GPS OBS        
 QM0769  NAVD 88 (09/21/12)  464.62   (m)  GEOID12A model used  GPS OBS        
 QM0769  NAVD 88 (04/28/99)  464.69   (m)  GEOID96  model used  GPS OBS        
 QM0769  NGVD 29 (06/11/91)  464.50   (m)  UNKNOWN  model used  GPS OBS        
 QM0769
 QM0769.Superseded values are not recommended for survey control.
 QM0769
 QM0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0769.See file dsdata.pdf to determine how the superseded data were derived.
 QM0769
 QM0769_MARKER: DH = HORIZONTAL CONTROL DISK
 QM0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0769_STAMPING: ANTIGO GPS 1989
 QM0769_MARK LOGO: NGS
 QM0769_PROJECTION: FLUSH
 QM0769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QM0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0769+STABILITY: SURFACE MOTION
 QM0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0769+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 QM0769
 QM0769  HISTORY     - Date     Condition        Report By
 QM0769  HISTORY     - 1989     MONUMENTED       WIHD
 QM0769  HISTORY     - 19900720 GOOD
 QM0769  HISTORY     - 19900814 GOOD
 QM0769  HISTORY     - 19971109 GOOD             NGS
 QM0769  HISTORY     - 20030606 GOOD             JCLS
 QM0769  HISTORY     - 20050906 GOOD             WIDT
 QM0769  HISTORY     - 20060823 GOOD             WIDT
 QM0769  HISTORY     - 20110101 GOOD             WIDT
 QM0769  HISTORY     - 20130901 GOOD             WIDT
 QM0769  HISTORY     - 20140801 GOOD             WIDT
 QM0769  HISTORY     - 20150201 GOOD             WIDT
 QM0769
 QM0769                          STATION DESCRIPTION
 QM0769
 QM0769'DESCRIBED BY WI HIGHWAY DEPT 1989
 QM0769'THE STATION IS LOCATED ABOUT 4.85 KM (3.00 MI) NORTHEAST OF ANTIGO,
 QM0769'41.99 KM (26.10 MI) NORTHEAST OF WAUSAU, 54.58 KM (33.90 MI) SOUTHEAST
 QM0769'OF RHINELANDER.  OWNERSHIP--COUNTY ROAD R.O.W.
 QM0769'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE ROUTE 54 IN
 QM0769'ANTIGO, GO NORTHEAST FOR 4.28 KM (2.65 MI) ON STATE HIGHWAY 52 TO THE
 QM0769'JUNCTION OF STATE ROUTE 64.  TURN RIGHT AND GO EAST FOR 0.80 KM
 QM0769'(0.50 MI) ON STATE ROUTE 64 TO A SIDE ROAD RIGHT (OLD AIRPORT
 QM0769'ROAD-DEAD END).  TURN RIGHT AND GO SOUTH FOR 0.64 KM (0.40 MI) ON OLD
 QM0769'AIRPORT ROAD TO THE STATION ON THE RIGHT.
 QM0769'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED-- ANTIGO
 QM0769'GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT SET
 QM0769'FLUSH WITH THE GROUND.  LOCATED 89.91 M (295.0 FT) SOUTH FROM THE
 QM0769'DRIVEWAY OF THE PAUL HARMES RESIDENCE, 6.21 M (20.4 FT) WEST FROM THE
 QM0769'CENTER-LINE OF AIRPORT ROAD, 1.03 M (3.4 FT) EAST FROM A CARSONITE
 QM0769'WITNESS POST, 144.32 M (473.5 FT) NORTH FROM THE GRASSY RUNWAY STRIP.
 QM0769
 QM0769                          STATION RECOVERY (1990)
 QM0769
 QM0769'RECOVERED 1990
 QM0769'RECOVERED IN GOOD CONDITION.
 QM0769
 QM0769                          STATION RECOVERY (1990)
 QM0769
 QM0769'RECOVERED 1990
 QM0769'RECOVERED IN GOOD CONDITION.
 QM0769
 QM0769                          STATION RECOVERY (1997)
 QM0769
 QM0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QM0769'NOTE---THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 QM0769'LANGLADE COUNTY AIRPORT (AIG) IN ANTIGO.  THE STATION IS LOCATED ABOUT
 QM0769'4.85 KM (3.00 MI) NORTHEAST OF ANTIGO, AND 42 KM (26.10 MI) NORTHEAST
 QM0769'OF RHINELANDER ON THE EAST SIDE OF THE AIRPORT. OWNERSHIP--LANGLADE
 QM0769'COUNTY, N3689 HWY 52, ANTIGO, WI 54409.  THE AIRPORT MANAGER IS CARL
 QM0769'KERSTETTER, PHONE 715-623-4525 (BUSINESS) OR 715-623-7609 (RESIDENCE)
 QM0769'.  THE AIRPORT IS OPERATED BY ALPHA AVIATION (SAME NUMBER AS AIRPORT
 QM0769'MANAGER) .  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 45 AND STATE
 QM0769'HIGHWAY 64 IN NORTH PART OF ANTIGO, GO EAST ON STATE HIGHWAY 64 FOR
 QM0769'3.3 KM (2.05 MI) TO OLD AIRPORT ROAD, TURN RIGHT, SOUTH, GO 0.6 KM
 QM0769'(0.35 MI) TO THE STATION ON THE RIGHT. THE STATION IS 200.0 M (656.2
 QM0769'FT) NORTH OF THE EXTENDED CENTER OF RUNWAY 26, 93.4 M (306.4 FT) SOUTH
 QM0769'OF THE EXTENDED CENTER OF THE DRIVEWAY TO THE PAUL HARMES RESIDENCE,
 QM0769'6.2 M (20.3 FT) WEST OF THE ROAD CENTER, 1.0 M (3.3 FT) EAST OF A
 QM0769'WITNESS POST, 0.2 M (0.7 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 QM0769'MONUMENT IS FLUSH WITH THE GROUND.
 QM0769
 QM0769                          STATION RECOVERY (2003)
 QM0769
 QM0769'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 QM0769'RECOVERED IN GOOD CONDITION.
 QM0769
 QM0769                          STATION RECOVERY (2005)
 QM0769
 QM0769'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0769'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 1.0 M NORTH OF AN
 QM0769'ORANGE 10 CM X 10 CM PLASTIC HEIGHT MOD WITNESS POST, 1.0 M SOUTH OF A
 QM0769'SECOND ORANGE 10 CM X 10 CM PLASTIC HEIGHT MOD WITNESS POST.
 QM0769
 QM0769                          STATION RECOVERY (2006)
 QM0769
 QM0769'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 QM0769'RECOVERED IN GOOD CONDITION.
 QM0769
 QM0769                          STATION RECOVERY (2011)
 QM0769
 QM0769'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (EPS)
 QM0769'RECOVERED AS DESCRIBED.
 QM0769
 QM0769                          STATION RECOVERY (2013)
 QM0769
 QM0769'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0769'RECOVERED AS DESCRIBED.
 QM0769
 QM0769                          STATION RECOVERY (2014)
 QM0769
 QM0769'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0769'RECOVERED AS DESCRIBED.
 QM0769
 QM0769                          STATION RECOVERY (2015)
 QM0769
 QM0769'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 QM0769'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0776 ***********************************************************************
 QM0776  DESIGNATION -  ANTIGO GPS AZ MK
 QM0776  PID         -  QM0776
 QM0776  STATE/COUNTY-  WI/LANGLADE
 QM0776  COUNTRY     -  US
 QM0776  USGS QUAD   -  BRYANT (2018)
 QM0776
 QM0776                         *CURRENT SURVEY CONTROL
 QM0776  ______________________________________________________________________
 QM0776* NAD 83(1991) POSITION- 45 09 30.21991(N) 089 06 44.96995(W)   ADJUSTED
 QM0776* NAD 83(1991) ELLIP HT-   426.490 (meters)        (08/19/91)   ADJUSTED
 QM0776* NAVD 88 ORTHO HEIGHT -   461.223 (meters)     1513.20  (feet) ADJUSTED
 QM0776  ______________________________________________________________________
 QM0776  GEOID HEIGHT    -        -34.780 (meters)                     GEOID18
 QM0776  NAD 83(1991) X  -     69,786.020 (meters)                     COMP
 QM0776  NAD 83(1991) Y  - -4,504,886.798 (meters)                     COMP
 QM0776  NAD 83(1991) Z  -  4,500,080.723 (meters)                     COMP
 QM0776  LAPLACE CORR    -         -5.98  (seconds)                    DEFLEC18
 QM0776  DYNAMIC HEIGHT  -        461.155 (meters)     1512.97  (feet) COMP
 QM0776  MODELED GRAVITY -    980,456.7   (mgal)                       NAVD 88
 QM0776
 QM0776  HORZ ORDER      -  FIRST
 QM0776  VERT ORDER      -  SECOND    CLASS I
 QM0776  ELLP ORDER      -  FOURTH    CLASS I
 QM0776
 QM0776.This mark is at Langlade County Airport (AIG)
 QM0776
 QM0776.The horizontal coordinates were established by GPS observations
 QM0776.and adjusted by the National Geodetic Survey in August 1991.
 QM0776
 QM0776.The orthometric height was determined by differential leveling and
 QM0776.adjusted by the NATIONAL GEODETIC SURVEY
 QM0776.in February 2017.
 QM0776
 QM0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0776.GEOID18 height accuracy estimate available here.
 QM0776
 QM0776.Click photographs - Photos may exist for this station.
 QM0776
 QM0776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0776
 QM0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0776
 QM0776.The ellipsoidal height was determined by GPS observations
 QM0776.and is referenced to NAD 83.
 QM0776
 QM0776.The dynamic height is computed by dividing the NAVD 88
 QM0776.geopotential number by the normal gravity value computed on the
 QM0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0776.degrees latitude (g = 980.6199 gals.).
 QM0776
 QM0776.The modeled gravity was interpolated from observed gravity values.
 QM0776
 QM0776. The following values were computed from the NAD 83(1991) position.
 QM0776
 QM0776;                    North         East     Units Scale Factor Converg.
 QM0776;SPC WI C     -   147,622.411   669,779.471   MT  0.99995282   +0 37 34.3
 QM0776;SPC WI C     -   484,324.53  2,197,434.81   sFT  0.99995282   +0 37 34.3
 QM0776;UTM  16      - 5,002,717.101   333,962.872   MT  0.99993898   -1 29 53.6
 QM0776
 QM0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0776!SPC WI C     -   0.99993314  x   0.99995282  =   0.99988596
 QM0776!UTM  16      -   0.99993314  x   0.99993898  =   0.99987212
 QM0776
 QM0776:                Primary Azimuth Mark                     Grid Az
 QM0776:SPC WI C     -  ANTIGO GPS                               106 18 15.2
 QM0776:UTM  16      -  ANTIGO GPS                               108 25 43.1
 QM0776
 QM0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3396202717(NAD 83)
 QM0776
 QM0776|---------------------------------------------------------------------|
 QM0776| PID    Reference Object                     Distance      Geod. Az  |
 QM0776|                                                           dddmmss.s |
 QM0776| QM0769 ANTIGO GPS                          APPROX. 0.7 KM 1065549.5 |
 QM0776|---------------------------------------------------------------------|
 QM0776
 QM0776                          SUPERSEDED SURVEY CONTROL
 QM0776
 QM0776  NGVD 29 (08/19/91)  461.1    (m)  UNKNOWN  model used  GPS OBS        
 QM0776
 QM0776.Superseded values are not recommended for survey control.
 QM0776
 QM0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0776.See file dsdata.pdf to determine how the superseded data were derived.
 QM0776
 QM0776_MARKER: DZ = AZIMUTH MARK DISK
 QM0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0776_STAMPING: ANTIGO GPS 1989
 QM0776_MARK LOGO: NGS
 QM0776_PROJECTION: FLUSH
 QM0776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QM0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0776+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2014
 QM0776
 QM0776  HISTORY     - Date     Condition        Report By
 QM0776  HISTORY     - 1989     MONUMENTED       WIDT
 QM0776  HISTORY     - 19900814 GOOD
 QM0776  HISTORY     - 20050906 GOOD             WIDT
 QM0776  HISTORY     - 20140624 GOOD             WIDT
 QM0776
 QM0776                          STATION DESCRIPTION
 QM0776
 QM0776'DESCRIBED BY WI DEPT OF TRANSP 1989
 QM0776'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) NORTHEAST OF THE CENTER
 QM0776'OF ANTIGO, AT THE LANGLADE COUNTY AIRPORT AND IN THE GRASSY FIELD
 QM0776'SOUTHWEST OF THE WIND SOCK AND SOUTH OF THE SOUTHEAST CORNER OF THE
 QM0776'APRON.  OWNERSHIP--LANGLADE COUNTY, N-3689 HIGHWAY 52, ANTIGO, WI
 QM0776'54489, PHONE 715-623-5901.  AIRPORT MANAGER IS CARL KERSTETTER, PHONE
 QM0776'715-623-5901.
 QM0776'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64, 52, 45
 QM0776'AND 47 IN THE CENTER OF ANTIGO, GO NORTH ON COMBINED HIGHWAYS 45, 47
 QM0776'AND 64 FOR 2.5 KM (1.6 MI) TO THE JUNCTION OF STATE HIGHWAY 64
 QM0776'LEADING EAST, TURN RIGHT, EAST, ON STATE HIGHWAY 64 FOR 2.9 KM
 QM0776'(1.8 MI) TO THE JUNCTION OF STATE HIGHWAY 52.  TURN RIGHT AND GO
 QM0776'SOUTHWESTERLY ON STATE HIGHWAY 52 FOR 0.16 KM (0.10 MI) TO THE
 QM0776'JUNCTION OF THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO
 QM0776'SOUTHEAST ON ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A PAVED ROAD ON
 QM0776'THE WEST SIDE OF THE TERMINAL BUILDING.  TURN RIGHT ON THE ROAD TO
 QM0776'THE APRON AND THE SOUTHWEST CORNER OF THE TERMINAL BUILDING, TURN
 QM0776'LEFT, SOUTHEASTERLY, ACROSS THE APRON PASSING TO THE RIGHT OF THE
 QM0776'FUEL STATION TO THE SOUTH EDGE OF THE APRON.  CONTINUE SOUTHEAST
 QM0776'ALONG THE GRASSY FIELD FOR 0.16 KM (0.10 MI) TO THE STATION.
 QM0776'THE STATION IS 88.3 M (289.7 FT) SOUTHWEST OF THE METAL POST
 QM0776'SUPPORTING THE WINDSOCK, 55.2 M (181.1 FT) WEST-SOUTHWEST OF THE
 QM0776'METAL POST SUPPORTING A WIND T AND 0.9 M (3.0 FT) NORTHWEST OF A
 QM0776'FIBERGLASS WITNESS POST.
 QM0776
 QM0776                          STATION RECOVERY (1990)
 QM0776
 QM0776'RECOVERED 1990
 QM0776'RECOVERED IN GOOD CONDITION.
 QM0776
 QM0776                          STATION RECOVERY (2005)
 QM0776
 QM0776'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0776'RECOVERED IN GOOD CONDITION.  -ADD-THE STATION IS 68.3 M EAST OF THE
 QM0776'NDB-- AIRPLANE NAVIGATION ANTENNA, 50.0 M SOUTHWEST OF THE AIRPORT
 QM0776'WINDSOCK POLE, 0.9 M NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.
 QM0776
 QM0776                          STATION RECOVERY (2014)
 QM0776
 QM0776'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0776'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0703 ***********************************************************************
 QM0703  DESIGNATION -  ANTIGO LANGLADE CO CTHSE DOME
 QM0703  PID         -  QM0703
 QM0703  STATE/COUNTY-  WI/LANGLADE
 QM0703  COUNTRY     -  US
 QM0703  USGS QUAD   -  ANTIGO (2018)
 QM0703
 QM0703                         *CURRENT SURVEY CONTROL
 QM0703  ______________________________________________________________________
 QM0703* NAD 83(1991) POSITION- 45 08 38.58115(N) 089 09 18.49226(W)   ADJUSTED
 QM0703  ______________________________________________________________________
 QM0703  GEOID HEIGHT    -        -34.742 (meters)                     GEOID18
 QM0703  LAPLACE CORR    -         -6.29  (seconds)                    DEFLEC18
 QM0703  HORZ ORDER      -  THIRD
 QM0703
 QM0703.The horizontal coordinates were established by classical geodetic methods
 QM0703.and adjusted by the National Geodetic Survey in November 1991.
 QM0703
 QM0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0703.GEOID18 height accuracy estimate available here.
 QM0703
 QM0703.Click photographs - Photos may exist for this station.
 QM0703
 QM0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0703
 QM0703. The following values were computed from the NAD 83(1991) position.
 QM0703
 QM0703;                    North         East     Units Scale Factor Converg.
 QM0703;SPC WI C     -   145,992.681   666,443.251   MT  0.99995162   +0 35 46.0
 QM0703;SPC WI C     -   478,977.65  2,186,489.23   sFT  0.99995162   +0 35 46.0
 QM0703;UTM  16      - 5,001,212.167   330,568.556   MT  0.99995299   -1 31 41.2
 QM0703
 QM0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3056801212(NAD 83)
 QM0703
 QM0703                          SUPERSEDED SURVEY CONTROL
 QM0703
 QM0703  NAD 83(1986)-  45 08 38.58105(N)    089 09 18.49496(W) AD(       ) 3
 QM0703  NAD 27      -  45 08 38.70000(N)    089 09 18.08700(W) AD(       ) 3
 QM0703
 QM0703.Superseded values are not recommended for survey control.
 QM0703
 QM0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0703.See file dsdata.pdf to determine how the superseded data were derived.
 QM0703
 QM0703_MARKER: 87 = DOME
 QM0703
 QM0703  HISTORY     - Date     Condition        Report By
 QM0703  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0703  HISTORY     - 1981     GOOD             AME
 QM0703  HISTORY     - 20021202 GOOD             USPSQD
 QM0703  HISTORY     - 20040326 GOOD             USPSQD
 QM0703
 QM0703                          STATION DESCRIPTION
 QM0703
 QM0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0703'THIS STATION IS THE CENTER (MARKED BY A FLAGPOLE OF THE DOME
 QM0703'ON THE LANGLADE COUNTY COURTHOUSE IN ANTIGO.  THE DOME IS
 QM0703'GREEN-ROOFED (COPPER) WITH A FLAGPOLE AT ITS CENTER.  THE TOP
 QM0703'OF THE FLAGPOLE IS SURMOUNTED BY A COMPASS AND EAGLE WITH SPREAD
 QM0703'WINGS.  THE TOWER SUPPORTING THE DOME IS A LARGE SQUARE
 QM0703'BROWNSTONE STRUCTURE WITH THREE ARCHED WINDOWS IN EACH SIDE.
 QM0703'THERE IS A LARGE BROWNSTONE BALL ON EACH CORNER.  THE
 QM0703'COURTHOUSE FACES ON CLERMONT STREET BETWEEN SECOND AND THIRD
 QM0703'AVENUES AND WAS ERECTED IN 1904.
 QM0703
 QM0703                          STATION RECOVERY (1981)
 QM0703
 QM0703'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1981 (TJL)
 QM0703'FLAG POLE DOES NOT EXIST.
 QM0703
 QM0703                          STATION RECOVERY (2002)
 QM0703
 QM0703'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0703'RECOVERED IN GOOD CONDITION.  ADD--ALL THE APPENDAGES ATOP THE DOME
 QM0703'HAVE BEEN REMOVED.
 QM0703
 QM0703                          STATION RECOVERY (2004)
 QM0703
 QM0703'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0703'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0704 ***********************************************************************
 QM0704  DESIGNATION -  ANTIGO MUNICIPAL TANK
 QM0704  PID         -  QM0704
 QM0704  STATE/COUNTY-  WI/LANGLADE
 QM0704  COUNTRY     -  US
 QM0704  USGS QUAD   -  ANTIGO (2018)
 QM0704
 QM0704                         *CURRENT SURVEY CONTROL
 QM0704  ______________________________________________________________________
 QM0704* NAD 83(1991) POSITION- 45 08 48.37776(N) 089 08 57.65013(W)   ADJUSTED
 QM0704  ______________________________________________________________________
 QM0704  GEOID HEIGHT    -        -34.744 (meters)                     GEOID18
 QM0704  LAPLACE CORR    -         -6.23  (seconds)                    DEFLEC18
 QM0704  HORZ ORDER      -  THIRD
 QM0704
 QM0704.The horizontal coordinates were established by classical geodetic methods
 QM0704.and adjusted by the National Geodetic Survey in November 1991.
 QM0704
 QM0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0704.GEOID18 height accuracy estimate available here.
 QM0704
 QM0704.Click photographs - Photos may exist for this station.
 QM0704
 QM0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0704
 QM0704. The following values were computed from the NAD 83(1991) position.
 QM0704
 QM0704;                    North         East     Units Scale Factor Converg.
 QM0704;SPC WI C     -   146,299.831   666,895.374   MT  0.99995184   +0 36 00.7
 QM0704;SPC WI C     -   479,985.36  2,187,972.57   sFT  0.99995184   +0 36 00.7
 QM0704;UTM  16      - 5,001,502.348   331,031.753   MT  0.99995106   -1 31 26.6
 QM0704
 QM0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3103101502(NAD 83)
 QM0704
 QM0704                          SUPERSEDED SURVEY CONTROL
 QM0704
 QM0704  NAD 83(1986)-  45 08 48.37780(N)    089 08 57.65243(W) AD(       ) 3
 QM0704  NAD 27      -  45 08 48.50000(N)    089 08 57.25600(W) AD(       ) 3
 QM0704
 QM0704.Superseded values are not recommended for survey control.
 QM0704
 QM0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0704.See file dsdata.pdf to determine how the superseded data were derived.
 QM0704
 QM0704_MARKER: 53 = ELEVATED TANK
 QM0704
 QM0704  HISTORY     - Date     Condition        Report By
 QM0704  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0704  HISTORY     - 1981     GOOD             AME
 QM0704  HISTORY     - 20021202 GOOD             USPSQD
 QM0704  HISTORY     - 20040326 GOOD             USPSQD
 QM0704
 QM0704                          STATION DESCRIPTION
 QM0704
 QM0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0704'THIS STATION IS THE CENTER OF THE BALL ATOP THE WATER TANK
 QM0704'OF THE MUNICIPALITY OF ANTIGO.  IT IS A HIGH SQUAT TANK, ABOUT
 QM0704'125 FEET, WITH A CONICAL TOP AND A SHALLOW SPHERICAL BOTTOM.
 QM0704'IT IS PAINTED SILVER AND IS LETTERED ANTIGO ON TWO SIDES.  THE
 QM0704'SUPPORTING STRUCTURE IS OF 6-LEGGED GIRDER CONSTRUCTION ALSO
 QM0704'PAINTED SILVER.  IT IS LOCATED NEAR THE INTERSECTION OF GRAHAM
 QM0704'AND ARTIC STREETS AND WAS ERECTED IN 1930.
 QM0704
 QM0704                          STATION RECOVERY (1981)
 QM0704
 QM0704'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1981 (TJL)
 QM0704'STATION RECOVERED GOOD.
 QM0704
 QM0704                          STATION RECOVERY (2002)
 QM0704
 QM0704'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0704'RECOVERED IN GOOD CONDITION.  THE TANK HAS BEEN PAINTED WHITE WITH A
 QM0704'HIGH SCHOOL LOGO PLACED ON FOUR SIDES.
 QM0704
 QM0704                          STATION RECOVERY (2004)
 QM0704
 QM0704'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0298 ***********************************************************************
 QM0298  DESIGNATION -  ANTIGO NORTH BASE
 QM0298  PID         -  QM0298
 QM0298  STATE/COUNTY-  WI/LANGLADE
 QM0298  COUNTRY     -  US
 QM0298  USGS QUAD   -  ANTIGO (2018)
 QM0298
 QM0298                         *CURRENT SURVEY CONTROL
 QM0298  ______________________________________________________________________
 QM0298* NAD 83(1991) POSITION- 45 14 28.58682(N) 089 09 21.20047(W)   ADJUSTED
 QM0298* NAVD 88 ORTHO HEIGHT -   469.447 (meters)     1540.18  (feet) ADJUSTED
 QM0298  ______________________________________________________________________
 QM0298  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 QM0298  LAPLACE CORR    -         -7.21  (seconds)                    DEFLEC18
 QM0298  DYNAMIC HEIGHT  -        469.385 (meters)     1539.97  (feet) COMP
 QM0298  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 QM0298
 QM0298  HORZ ORDER      -  FIRST
 QM0298  VERT ORDER      -  SECOND    CLASS 0
 QM0298
 QM0298.The horizontal coordinates were established by classical geodetic methods
 QM0298.and adjusted by the National Geodetic Survey in November 1991.
 QM0298
 QM0298.The orthometric height was determined by differential leveling and
 QM0298.adjusted by the NATIONAL GEODETIC SURVEY
 QM0298.in June 1991.
 QM0298
 QM0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0298.GEOID18 height accuracy estimate available here.
 QM0298
 QM0298.Click photographs - Photos may exist for this station.
 QM0298
 QM0298.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0298
 QM0298.The dynamic height is computed by dividing the NAVD 88
 QM0298.geopotential number by the normal gravity value computed on the
 QM0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0298.degrees latitude (g = 980.6199 gals.).
 QM0298
 QM0298.The modeled gravity was interpolated from observed gravity values.
 QM0298
 QM0298. The following values were computed from the NAD 83(1991) position.
 QM0298
 QM0298;                    North         East     Units Scale Factor Converg.
 QM0298;SPC WI C     -   156,796.026   666,271.781   MT  0.99996098   +0 35 44.1
 QM0298;SPC WI C     -   514,421.63  2,185,926.67   sFT  0.99996098   +0 35 44.1
 QM0298;UTM  16      - 5,012,014.401   330,797.884   MT  0.99995202   -1 31 52.4
 QM0298
 QM0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0298!SPC WI C     -   0.99993179  x   0.99996098  =   0.99989277
 QM0298!UTM  16      -   0.99993179  x   0.99995202  =   0.99988381
 QM0298
 QM0298:                Primary Azimuth Mark                     Grid Az
 QM0298:SPC WI C     -  ANTIGO NORTH BASE AZ MK                  252 24 27.2
 QM0298:UTM  16      -  ANTIGO NORTH BASE AZ MK                  254 32 03.7
 QM0298
 QM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3079712014(NAD 83)
 QM0298
 QM0298|---------------------------------------------------------------------|
 QM0298| PID    Reference Object                     Distance      Geod. Az  |
 QM0298|                                                           dddmmss.s |
 QM0298| CJ8012 ANTIGO NORTH BASE RM 1               24.637 METERS 17221     |
 QM0298| CJ8011 ANTIGO NORTH BASE AZ MK                            2530011.3 |
 QM0298| QM0299 ANTIGO NORTH BASE RM 2               29.044 METERS 25801     |
 QM0298| QM0300 X 28                                 36.024 METERS 35319     |
 QM0298|---------------------------------------------------------------------|
 QM0298
 QM0298                          SUPERSEDED SURVEY CONTROL
 QM0298
 QM0298  NAD 83(1986)-  45 14 28.58779(N)    089 09 21.20399(W) AD(       ) 1
 QM0298  NAD 27      -  45 14 28.71000(N)    089 09 20.79200(W) AD(       ) 1
 QM0298  NGVD 29 (??/??/92)  469.435  (m)         1540.14   (f) ADJ UNCH    2 0
 QM0298
 QM0298.Superseded values are not recommended for survey control.
 QM0298
 QM0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0298.See file dsdata.pdf to determine how the superseded data were derived.
 QM0298
 QM0298_MARKER: DS = TRIANGULATION STATION DISK
 QM0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0298_STAMPING: ANTIGO NORTH BASE 1934
 QM0298_MARK LOGO: CGS
 QM0298_PROJECTION: PROJECTING 25 CENTIMETERS
 QM0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0298+STABILITY: SURFACE MOTION
 QM0298
 QM0298  HISTORY     - Date     Condition        Report By
 QM0298  HISTORY     - 1934     MONUMENTED       CGS
 QM0298  HISTORY     - 1934     GOOD             CGS
 QM0298  HISTORY     - 1934     GOOD             CGS
 QM0298  HISTORY     - 1974     GOOD             WIDT
 QM0298
 QM0298                          STATION DESCRIPTION
 QM0298
 QM0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0298'THIS STATION IS ABOUT 7 MILES NORTH OF ANTIGO, 9 MILES SOUTH
 QM0298'OF SUMMIT LAKE, 15 MILES WEST OF LILY, IN THE NORTHWEST QUARTER
 QM0298'SEC. 20, T. 32 N., R. 11 E., ON RIGHT-OF-WAY OF CHICAGO AND
 QM0298'NORTH WESTERN RAILWAY, ASHLAND DIVISION ABOUT 1 MILE NORTH OF
 QM0298'DEERBROOK STATION.  THE STATION MARK IS ON PROLONGATION OF WEST
 QM0298'RAIL TANGENT FROM SOUTH, AT FIRST CURVE NORTH OF DEERBROOK,
 QM0298'4 FEET WEST OF FENCE LINE, 44 FEET EAST OF EAST RAIL OF
 QM0298'RAILROAD, AND PROJECTS 7 INCHES.
 QM0298'
 QM0298'TO REACH FROM ANTIGO GO NORTH ON STATE HIGHWAYS 26 AND 47
 QM0298'FOR 6.0 MILES TO WHERE HIGHWAY CROSSES RAILROAD TRACK, THENCE
 QM0298'NORTH ALONG SIDE OF TRACK 1.0 MILE TO DEERBROOK AND T-ROAD,
 QM0298'THENCE EAST 0.3 MILE TO SIDE ROAD NORTH, THENCE NORTH 0.7
 QM0298'MILE TO LANE WEST, THENCE WEST 0.25 MILE TO WEST SIDE OF
 QM0298'RAILROAD TRACK, THENCE SOUTH 0.2 MILE TO APPARENT POINT OF
 QM0298'INTERSECTION OF RAILROAD CURVE AND STATION SITE.
 QM0298'
 QM0298'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 2 FEET WEST OF
 QM0298'FENCE LINE, 45 FEET EAST OF EAST RAIL, AND PROJECTS 4 INCHES.
 QM0298'
 QM0298'REFERENCE MARK NO. 2 IS WEST OF STATION, 1 FOOT EAST OF FENCE
 QM0298'LINE, 46 FEET WEST OF WEST RAIL, AND PROJECTS 5 INCHES.
 QM0298'
 QM0298'DISTANCE BETWEEN REFERENCE MARKS IS 120.21 FEET.
 QM0298'
 QM0298'UNITED STATES COAST AND GEODETIC SURVEY BENCH MARK X-28, 1934
 QM0298'IS NORTH OF STATION, 46 FEET EAST OF EAST RAIL, IS STANDARD
 QM0298'MARK (6-INCH SQUARE CONCRETE POST), AND PROJECTS 3 INCHES.
 QM0298'THE DISTANCE BETWEEN THE BENCH MARK AND REFERENCE MARK NO. 2
 QM0298'IS 158.57 FEET.
 QM0298'
 QM0298'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 34 FEET
 QM0298'WEST OF THE CENTER LINE OF STATE HIGHWAY 26, 1 FOOT EAST OF
 QM0298'FENCE LINE, 4 FEET NORTH OF TELEPHONE POLE, 242 FEET NORTH
 QM0298'OF CENTER LINE OF DRIVE TO JOHN SCHUERGERS HOUSE, 0.25 MILE
 QM0298'NORTH OF INTERSECTION OF STATE HIGHWAY 26 WITH COUNTY HIGHWAY
 QM0298'C., AND PROJECTS 8 INCHES.
 QM0298'
 QM0298'A 100-FOOT SIGNAL AT BRYANT COMES INTO VIEW AT 45 FEET.
 QM0298'
 QM0298'AN 87-FOOT SIGNAL AT ANTIGO SOUTH BASE IS VISIBLE FROM THE
 QM0298'GROUND.
 QM0298'
 QM0298'AN 87-FOOT SIGNAL AT VILAS COMES INTO VIEW AT 35 FEET.
 QM0298'
 QM0298'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0298'BRONZE DISKS.
 QM0298'
 QM0298'HEIGHT OF LIGHT ABOVE STATION MARK 25.60 METERS.
 QM0298
 QM0298                          STATION RECOVERY (1934)
 QM0298
 QM0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HEB)
 QM0298'STATION MARK IS LOCATED ON RAILROAD RIGHT-OF-WAY, 48.58 FEET
 QM0298'EAST OF THE WEST RAIL, AND 3.13 FEET WEST OF A NORTH-SOUTH
 QM0298'FENCE.  CONCRETE POST IS ROUND AND PROJECTS ABOUT 9 INCHES.
 QM0298'
 QM0298'REFERENCE MARK NO. 1 IS 49.74 FEET EAST OF THE WEST RAIL,
 QM0298'2.17 FEET WEST OF NORTH-SOUTH FENCE, 120.28 FEET SOUTHEAST
 QM0298'OF REFERENCE MARK NO. 2, AND 80.86 FEET SOUTH OF THE TRIANGULATION
 QM0298'STATION.  ROUND MARK PROJECTING 7 INCHES.
 QM0298'
 QM0298'REFERENCE MARK NO. 2 IS 46.50 FEET WEST OF THE WEST RAIL, 1
 QM0298'FOOT EAST OF A NORTH-SOUTH FENCE, AND 95.37 FEET WEST OF STATION.
 QM0298'MARK IS ROUND AND PROJECTS ABOUT 9 INCHES.
 QM0298'
 QM0298'AZIMUTH MARK IS LOCATED NEAR HOUSE OF JOHN SCHUERGER, 233.4
 QM0298'FEET NORTH OF DRIVEWAY LEADING TO HIS HOME, 33.67 FEET WEST
 QM0298'OF CENTER LINE OF STATE HIGHWAY 26, 4.5 FEET NORTH OF HIGH
 QM0298'TENSION POLE NO. 192, AND 0.8 FOOT EAST OF NORTH-SOUTH FENCE
 QM0298'LINE.  MARK IS ROUND AND PROJECTS ABOUT 10 INCHES.
 QM0298
 QM0298                          STATION RECOVERY (1934)
 QM0298
 QM0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0298'0.8 MI N FROM DEERBROOK.
 QM0298'0.8 MILE N. OF DEERBROOK ALONG CHICAGO AND NORTH-WESTERN RY.,
 QM0298'0.4 MILE N. OF MP 214.  MARK IS AT FENCE, ST CENTER OF CURVE, 16
 QM0298'YDS. E. OF CENTERLINE OF TRACK AND 36 YDS. S. OF X-28.
 QM0298
 QM0298                          STATION RECOVERY (1974)
 QM0298
 QM0298'RECOVERY NOTE BY WI DEPT OF TRANSP 1974 (ED)
 QM0298'ANTIGO NORTH BASE-GOOD
 QM0298'
 QM0298'ANTIGO NORTH BASE RM 2-MONUMENT IS SLIGHTLY TIPPED.  WE COULD
 QM0298'NOT CLOSE A LEVEL CIRCUIT FROM THIS B.M. TO YOUR X-28.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0299 ***********************************************************************
 QM0299  DESIGNATION -  ANTIGO NORTH BASE RM 2
 QM0299  PID         -  QM0299
 QM0299  STATE/COUNTY-  WI/LANGLADE
 QM0299  COUNTRY     -  US
 QM0299  USGS QUAD   -  ANTIGO (2018)
 QM0299
 QM0299                         *CURRENT SURVEY CONTROL
 QM0299  ______________________________________________________________________
 QM0299* NAD 83(1986) POSITION- 45 14 28.39   (N) 089 09 22.50   (W)   HD_HELD1
 QM0299* NAVD 88 ORTHO HEIGHT -   469.324 (meters)     1539.77  (feet) ADJUSTED
 QM0299  ______________________________________________________________________
 QM0299  GEOID HEIGHT    -        -34.324 (meters)                     GEOID18
 QM0299  DYNAMIC HEIGHT  -        469.262 (meters)     1539.57  (feet) COMP
 QM0299  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 QM0299
 QM0299  VERT ORDER      -  SECOND    CLASS 0
 QM0299
 QM0299.The horizontal coordinates were determined by differentially corrected
 QM0299.hand held GPS observations or other comparable positioning techniques
 QM0299.and have an estimated accuracy of +/- 3 meters.
 QM0299
 QM0299.The orthometric height was determined by differential leveling and
 QM0299.adjusted by the NATIONAL GEODETIC SURVEY
 QM0299.in June 1991.
 QM0299
 QM0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0299.GEOID18 height accuracy estimate available here.
 QM0299
 QM0299.Click photographs - Photos may exist for this station.
 QM0299
 QM0299.The dynamic height is computed by dividing the NAVD 88
 QM0299.geopotential number by the normal gravity value computed on the
 QM0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0299.degrees latitude (g = 980.6199 gals.).
 QM0299
 QM0299.The modeled gravity was interpolated from observed gravity values.
 QM0299
 QM0299;                    North         East    Units  Estimated Accuracy
 QM0299;SPC WI C     -   156,789.7     666,243.5     MT  (+/- 3 meters HH1 GPS) 
 QM0299
 QM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3076912009(NAD 83)
 QM0299
 QM0299                          SUPERSEDED SURVEY CONTROL
 QM0299
 QM0299  NGVD 29 (??/??/92)  469.312  (m)         1539.73   (f) ADJ UNCH    2 0
 QM0299
 QM0299.Superseded values are not recommended for survey control.
 QM0299
 QM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0299.See file dsdata.pdf to determine how the superseded data were derived.
 QM0299
 QM0299_MARKER: DR = REFERENCE MARK DISK
 QM0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0299_SP_SET: IN CONCRETE
 QM0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0299
 QM0299  HISTORY     - Date     Condition        Report By
 QM0299  HISTORY     - 1934     MONUMENTED       CGS
 QM0299
 QM0299                          STATION DESCRIPTION
 QM0299
 QM0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0299'0.8 MI N FROM DEERBROOK.
 QM0299'0.8 MILE N. OF DEERBROOK ALONG CHICAGO AND NORTH-WESTERN RY.,
 QM0299'0.4 MILE N. OF MP 214.  MARK IS AT FENCE, 16 YDS. W. OF CENTERLINE
 QM0299'OF TRACK AND DIRECTLY W. ACROSS TRACK FROM ANTIGO - NORTH BASE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1828 ***********************************************************************
 DP1828  DESIGNATION -  ANTIGO NW GPS
 DP1828  PID         -  DP1828
 DP1828  STATE/COUNTY-  WI/LANGLADE
 DP1828  COUNTRY     -  US
 DP1828  USGS QUAD   -  ANTIGO (2018)
 DP1828
 DP1828                         *CURRENT SURVEY CONTROL
 DP1828  ______________________________________________________________________
 DP1828* NAD 83(2011) POSITION- 45 11 32.65411(N) 089 09 22.30989(W)   ADJUSTED
 DP1828* NAD 83(2011) ELLIP HT-   431.554 (meters)        (05/27/14)   ADJUSTED
 DP1828* NAD 83(2011) EPOCH   -  2010.00
 DP1828* NAVD 88 ORTHO HEIGHT -   466.072 (meters)     1529.10  (feet) ADJUSTED
 DP1828  ______________________________________________________________________
 DP1828  GEOID HEIGHT    -        -34.524 (meters)                     GEOID18
 DP1828  NAD 83(2011) X  -     66,310.219 (meters)                     COMP
 DP1828  NAD 83(2011) Y  - -4,502,261.613 (meters)                     COMP
 DP1828  NAD 83(2011) Z  -  4,502,748.918 (meters)                     COMP
 DP1828  LAPLACE CORR    -         -6.94  (seconds)                    DEFLEC18
 DP1828  DYNAMIC HEIGHT  -        466.008 (meters)     1528.89  (feet) COMP
 DP1828  MODELED GRAVITY -    980,466.2   (mgal)                       NAVD 88
 DP1828
 DP1828  VERT ORDER      -  SECOND    CLASS I
 DP1828
 DP1828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1828  Standards:
 DP1828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1828  -------------------------------------------------------------------
 DP1828  NETWORK    0.52   0.74           0.24   0.17   0.38      0.03644478
 DP1828  -------------------------------------------------------------------
 DP1828  Click here for local accuracies and other accuracy information.
 DP1828
 DP1828.The horizontal coordinates were established by GPS observations
 DP1828.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP1828
 DP1828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1828.been affixed to the stable North American tectonic plate. See 
 DP1828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1828
 DP1828.The horizontal coordinates are valid at the epoch date displayed above
 DP1828.which is a decimal equivalence of Year/Month/Day.
 DP1828
 DP1828.The orthometric height was determined by differential leveling and
 DP1828.adjusted by the NATIONAL GEODETIC SURVEY
 DP1828.in February 2017.
 DP1828
 DP1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1828.GEOID18 height accuracy estimate available here.
 DP1828
 DP1828.Click photographs - Photos may exist for this station.
 DP1828
 DP1828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1828
 DP1828.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1828
 DP1828.The ellipsoidal height was determined by GPS observations
 DP1828.and is referenced to NAD 83.
 DP1828
 DP1828.The dynamic height is computed by dividing the NAVD 88
 DP1828.geopotential number by the normal gravity value computed on the
 DP1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1828.degrees latitude (g = 980.6199 gals.).
 DP1828
 DP1828.The modeled gravity was interpolated from observed gravity values.
 DP1828
 DP1828. The following values were computed from the NAD 83(2011) position.
 DP1828
 DP1828;                    North         East     Units Scale Factor Converg.
 DP1828;SPC WI C     -   151,365.055   666,304.020   MT  0.99995591   +0 35 43.3
 DP1828;SPC WI C     -   496,603.52  2,186,032.44   sFT  0.99995591   +0 35 43.3
 DP1828;UTM  16      - 5,006,586.006   330,628.614   MT  0.99995273   -1 31 48.5
 DP1828
 DP1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1828!SPC WI C     -   0.99993234  x   0.99995591  =   0.99988826
 DP1828!UTM  16      -   0.99993234  x   0.99995273  =   0.99988508
 DP1828
 DP1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3062806586(NAD 83)
 DP1828
 DP1828                          SUPERSEDED SURVEY CONTROL
 DP1828
 DP1828  NAVD 88 (03/19/14)  466.090  (m)         1529.16   (f) SUPERSEDED  2 1
 DP1828
 DP1828.Superseded values are not recommended for survey control.
 DP1828
 DP1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1828.See file dsdata.pdf to determine how the superseded data were derived.
 DP1828
 DP1828_MARKER: DD = SURVEY DISK
 DP1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1828_STAMPING: ANTIGO NW GPS 1993
 DP1828_MARK LOGO: WIDT
 DP1828_PROJECTION: RECESSED 3 CENTIMETERS
 DP1828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1828+STABILITY: SURFACE MOTION
 DP1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1828+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DP1828
 DP1828  HISTORY     - Date     Condition        Report By
 DP1828  HISTORY     - 1993     MONUMENTED       WI-067
 DP1828  HISTORY     - 20130716 GOOD             WIDT
 DP1828  HISTORY     - 20150201 GOOD             WIDT
 DP1828
 DP1828                          STATION DESCRIPTION
 DP1828
 DP1828'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1828'THE STATION IS LOCATED APPROXIMATELY 6.4 MI (10.3 KM) WEST-SOUTHWEST
 DP1828'OF BRYANT, 2.8 MI (4.5 KM) SOUTH OF DEERBROOK AND 2.4 MI (3.9 KM)
 DP1828'NORTH OF ANTIGO.
 DP1828'
 DP1828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DP1828'HIGHWAY 47 WITH COUNTY HIGHWAY NORTH LOCATED APPROXIMATELY 3 MI (4.8
 DP1828'KM) NORTH OF THE CITY OF ANTIGO, GO WEST ON COUNTY HIGHWAY NORTH FOR
 DP1828'0.05 MI (0.1 KM) TO ANGLE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DP1828'NORTHWEST ON ANGLE ROAD FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 DP1828'RIGHT.
 DP1828'
 DP1828'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS
 DP1828'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1828'DIAMETER CONCRETE POST AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DP1828'PAVEMENT.  THE STATION IS 9 M (29.5 FT) NORTHEAST OF THE CENTERLINE OF
 DP1828'ANGLE ROAD, 40.8 M (133.9 FT) NORTH-NORTHWEST OF A POWER POLE -3111
 DP1828'8W29-, 30.2 M (99.1 FT) EAST OF A POWER POLE -3111 6R23-, 3 M (9.8 FT)
 DP1828'EAST OF THE CENTER OF A FORMER RAILROAD GRADE AND LOCATED 1 M (3.3 FT)
 DP1828'NORTH AND SOUTH OF TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DP1828'
 DP1828'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1828'DEGREES ABOVE THE HORIZON.
 DP1828
 DP1828                          STATION RECOVERY (2015)
 DP1828
 DP1828'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DP1828'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0698 ***********************************************************************
 QM0698  DESIGNATION -  ANTIGO RAD STA WATK MAST
 QM0698  PID         -  QM0698
 QM0698  STATE/COUNTY-  WI/LANGLADE
 QM0698  COUNTRY     -  US
 QM0698  USGS QUAD   -  ANIWA (2018)
 QM0698
 QM0698                         *CURRENT SURVEY CONTROL
 QM0698  ______________________________________________________________________
 QM0698* NAD 83(1991) POSITION- 45 06 22.44148(N) 089 09 09.18819(W)   ADJUSTED
 QM0698  ______________________________________________________________________
 QM0698  GEOID HEIGHT    -        -34.906 (meters)                     GEOID18
 QM0698  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC18
 QM0698  HORZ ORDER      -  THIRD
 QM0698
 QM0698.The horizontal coordinates were established by classical geodetic methods
 QM0698.and adjusted by the National Geodetic Survey in November 1991.
 QM0698
 QM0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0698.GEOID18 height accuracy estimate available here.
 QM0698
 QM0698.Click photographs - Photos may exist for this station.
 QM0698
 QM0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0698
 QM0698. The following values were computed from the NAD 83(1991) position.
 QM0698
 QM0698;                    North         East     Units Scale Factor Converg.
 QM0698;SPC WI C     -   141,792.521   666,690.353   MT  0.99994875   +0 35 52.6
 QM0698;SPC WI C     -   465,197.63  2,187,299.93   sFT  0.99994875   +0 35 52.6
 QM0698;UTM  16      - 4,997,005.725   330,659.842   MT  0.99995261   -1 31 31.0
 QM0698
 QM0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3065997005(NAD 83)
 QM0698
 QM0698                          SUPERSEDED SURVEY CONTROL
 QM0698
 QM0698  NAD 83(1986)-  45 06 22.44194(N)    089 09 09.19020(W) AD(       ) 3
 QM0698  NAD 27      -  45 06 22.55600(N)    089 09 08.78600(W) AD(       ) 3
 QM0698
 QM0698.Superseded values are not recommended for survey control.
 QM0698
 QM0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0698.See file dsdata.pdf to determine how the superseded data were derived.
 QM0698
 QM0698_MARKER: 42 = RADIO/TV MAST
 QM0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0698+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002
 QM0698
 QM0698  HISTORY     - Date     Condition        Report By
 QM0698  HISTORY     - 1954     FIRST OBSERVED   CGS
 QM0698  HISTORY     - 1981     GOOD             AME
 QM0698  HISTORY     - 20021202 GOOD             USPSQD
 QM0698  HISTORY     - 20040326 GOOD             USPSQD
 QM0698
 QM0698                          STATION DESCRIPTION
 QM0698
 QM0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0698'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF ANTIGO ON THE
 QM0698'EAST SIDE OF U.S. HIGHWAY 45.  IT IS 353 FEET HIGH, PAINTED
 QM0698'RED AND WHITE, OF STEEL CONSTRUCTION AND IS A WINDCHARGER
 QM0698'TYPE TOWER.  THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 QM0698'
 QM0698'TO REACH THE STATION FROM ANTIGO FROM THE MAIN INTERSECTION, GO
 QM0698'SOUTH ON U.S. HIGHWAY 45 FOR 2.2 MILES TO THE MAST ON THE LEFT.
 QM0698
 QM0698                          STATION RECOVERY (1981)
 QM0698
 QM0698'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1981 (TJL)
 QM0698'STATION RECOVERED GOOD.
 QM0698'
 QM0698'MAST IS 253 FEET NOT 353 AS LISTED IN DESCRIPTION.
 QM0698
 QM0698                          STATION RECOVERY (2002)
 QM0698
 QM0698'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0698'RECOVERED IN GOOD CONDITION.  ADD--THE RADIO MAST IS SOUTHEAST OF THE
 QM0698'BROADCAST BUILDING WHICH IS SHARED BY THREE RADIOSTATIONS.
 QM0698
 QM0698                          STATION RECOVERY (2004)
 QM0698
 QM0698'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4950 ***********************************************************************
 DQ4950  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4950  DESIGNATION -  ANTIGO SE GPS
 DQ4950  PID         -  DQ4950
 DQ4950  STATE/COUNTY-  WI/LANGLADE
 DQ4950  COUNTRY     -  US
 DQ4950  USGS QUAD   -  MATTOON (2018)
 DQ4950
 DQ4950                         *CURRENT SURVEY CONTROL
 DQ4950  ______________________________________________________________________
 DQ4950* NAD 83(2011) POSITION- 45 07 23.47738(N) 089 03 51.58227(W)   ADJUSTED
 DQ4950* NAD 83(2011) ELLIP HT-   425.009 (meters)        (04/14/17)   ADJUSTED
 DQ4950* NAD 83(2011) EPOCH   -  2010.00
 DQ4950* NAVD 88 ORTHO HEIGHT -   460.03  (meters)     1509.3   (feet) GPS OBS
 DQ4950  ______________________________________________________________________
 DQ4950  GEOID HEIGHT    -        -35.015 (meters)                     GEOID18
 DQ4950  NAD 83(2011) X  -     73,618.111 (meters)                     COMP
 DQ4950  NAD 83(2011) Y  - -4,507,598.753 (meters)                     COMP
 DQ4950  NAD 83(2011) Z  -  4,497,319.648 (meters)                     COMP
 DQ4950  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC18
 DQ4950
 DQ4950  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4950  Standards:
 DQ4950         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4950            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4950  -------------------------------------------------------------------
 DQ4950  NETWORK    0.72   0.84           0.33   0.24   0.43      0.01816892
 DQ4950  -------------------------------------------------------------------
 DQ4950  Click here for local accuracies and other accuracy information.
 DQ4950
 DQ4950.The horizontal coordinates were established by GPS observations
 DQ4950.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4950
 DQ4950.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4950.been affixed to the stable North American tectonic plate. See 
 DQ4950.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4950
 DQ4950.The horizontal coordinates are valid at the epoch date displayed above
 DQ4950.which is a decimal equivalence of Year/Month/Day.
 DQ4950
 DQ4950.The orthometric height was determined by GPS observations and a
 DQ4950.high-resolution geoid model using precise GPS observation and
 DQ4950.processing techniques.
 DQ4950
 DQ4950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4950.GEOID18 height accuracy estimate available here.
 DQ4950
 DQ4950.Click photographs - Photos may exist for this station.
 DQ4950
 DQ4950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4950
 DQ4950.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4950
 DQ4950.The ellipsoidal height was determined by GPS observations
 DQ4950.and is referenced to NAD 83.
 DQ4950
 DQ4950. The following values were computed from the NAD 83(2011) position.
 DQ4950
 DQ4950;                    North         East     Units Scale Factor Converg.
 DQ4950;SPC WI C     -   143,752.740   673,611.175   MT  0.99994998   +0 39 36.7
 DQ4950;SPC WI C     -   471,628.78  2,210,006.00   sFT  0.99994998   +0 39 36.7
 DQ4950;UTM  16      - 4,998,708.165   337,648.460   MT  0.99992410   -1 27 47.4
 DQ4950
 DQ4950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4950!SPC WI C     -   0.99993337  x   0.99994998  =   0.99988335
 DQ4950!UTM  16      -   0.99993337  x   0.99992410  =   0.99985747
 DQ4950
 DQ4950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3764898708(NAD 83)
 DQ4950
 DQ4950                          SUPERSEDED SURVEY CONTROL
 DQ4950
 DQ4950.No superseded survey control is available for this station.
 DQ4950
 DQ4950_MARKER: DD = SURVEY DISK
 DQ4950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4950_STAMPING: ANTIGO SE GPS 1993
 DQ4950_MARK LOGO: WIDT
 DQ4950_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4950+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4950
 DQ4950  HISTORY     - Date     Condition        Report By
 DQ4950  HISTORY     - 1993     MONUMENTED       WI-067
 DQ4950  HISTORY     - 20150201 GOOD             WIDT
 DQ4950
 DQ4950                          STATION DESCRIPTION
 DQ4950
 DQ4950'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4950'THE STATION IS APPROXIMATELY 5.5 MI (8.8 KM) NORTHWEST OF PHLOX, 4.9
 DQ4950'MI (7.9 KM) SOUTHWEST OF POLAR, AND 4.4 MI (7.1 KM) EAST-SOUTHEAST OF
 DQ4950'ANTIGO.
 DQ4950'
 DQ4950'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY S WITH COUNTY
 DQ4950'HIGHWAY AA ABOUT 3.5 MI (5.6 KM) NORTHWEST OF THE COMMUNITY OF PHLOX,
 DQ4950'GO WEST THEN NORTH ON COUNTY HIGHWAY AA FOR 1.8 MI (2.9 KM) TO A RIGHT
 DQ4950'TURN OF THE HIGHWAY ROUTE WITH CRESTWOOD ROAD ON THE LEFT.  TURN RIGHT
 DQ4950'AND GO NORTH ON COUNTY HIGHWAY AA FOR 0.5 MI (0.8 KM) TO A LEFT CURVE
 DQ4950'IN THE HIGHWAY WITH CRESTWOOD ROAD STRAIGHT AHEAD.  CONTINUE NORTH ON
 DQ4950'CRESTWOOD ROAD FOR 1.05 MI (1.7 KM) TO THE STATION ON THE RIGHT.
 DQ4950'
 DQ4950'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4950'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4950'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.5 M (1.6 FT) HIGHER
 DQ4950'THAN THE ROAD GRADE.  THE STATION IS 9.2 M (30.2 FT) EAST OF THE
 DQ4950'CENTERLINE OF CRESTWOOD ROAD, 31.6 M (103.7 FT) NORTHEAST OF A POWER
 DQ4950'POLE -3111 36L7-, 19.0 M (62.3 FT) NORTH OF THE EXTENDED CENTER OF A
 DQ4950'FIELD ENTRANCE, AND 0.8 M (2.6 FT) WEST OF A WHITE PLASTIC WITNESS
 DQ4950'POST.
 DQ4950'
 DQ4950'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4950'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH AND TREES TO
 DQ4950'THE SOUTH EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0288 ***********************************************************************
 QM0288  DESIGNATION -  ANTIGO SOUTH BASE
 QM0288  PID         -  QM0288
 QM0288  STATE/COUNTY-  WI/LANGLADE
 QM0288  COUNTRY     -  US
 QM0288  USGS QUAD   -  ANTIGO (2018)
 QM0288
 QM0288                         *CURRENT SURVEY CONTROL
 QM0288  ______________________________________________________________________
 QM0288* NAD 83(1991) POSITION- 45 08 53.08066(N) 089 09 23.12126(W)   ADJUSTED
 QM0288* NAVD 88 ORTHO HEIGHT -   456.230 (meters)     1496.81  (feet) ADJUSTED
 QM0288  ______________________________________________________________________
 QM0288  GEOID HEIGHT    -        -34.721 (meters)                     GEOID18
 QM0288  LAPLACE CORR    -         -6.37  (seconds)                    DEFLEC18
 QM0288  DYNAMIC HEIGHT  -        456.165 (meters)     1496.60  (feet) COMP
 QM0288  MODELED GRAVITY -    980,461.5   (mgal)                       NAVD 88
 QM0288
 QM0288  HORZ ORDER      -  FIRST
 QM0288  VERT ORDER      -  SECOND    CLASS I
 QM0288
 QM0288.The horizontal coordinates were established by classical geodetic methods
 QM0288.and adjusted by the National Geodetic Survey in November 1991.
 QM0288
 QM0288.The orthometric height was determined by differential leveling and
 QM0288.adjusted by the NATIONAL GEODETIC SURVEY
 QM0288.in June 1991.
 QM0288
 QM0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0288.GEOID18 height accuracy estimate available here.
 QM0288
 QM0288.Click photographs - Photos may exist for this station.
 QM0288
 QM0288.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0288
 QM0288.The dynamic height is computed by dividing the NAVD 88
 QM0288.geopotential number by the normal gravity value computed on the
 QM0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0288.degrees latitude (g = 980.6199 gals.).
 QM0288
 QM0288.The modeled gravity was interpolated from observed gravity values.
 QM0288
 QM0288. The following values were computed from the NAD 83(1991) position.
 QM0288
 QM0288;                    North         East     Units Scale Factor Converg.
 QM0288;SPC WI C     -   146,439.194   666,337.483   MT  0.99995195   +0 35 42.8
 QM0288;SPC WI C     -   480,442.59  2,186,142.23   sFT  0.99995195   +0 35 42.8
 QM0288;UTM  16      - 5,001,662.295   330,479.411   MT  0.99995336   -1 31 44.8
 QM0288
 QM0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0288!SPC WI C     -   0.99993392  x   0.99995195  =   0.99988587
 QM0288!UTM  16      -   0.99993392  x   0.99995336  =   0.99988728
 QM0288
 QM0288:                Primary Azimuth Mark                     Grid Az
 QM0288:SPC WI C     -  ANTIGO SOUTH BASE AZ MK                  357 29 41.0
 QM0288:UTM  16      -  ANTIGO SOUTH BASE AZ MK                  359 37 08.6
 QM0288
 QM0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3047901662(NAD 83)
 QM0288
 QM0288|---------------------------------------------------------------------|
 QM0288| PID    Reference Object                     Distance      Geod. Az  |
 QM0288|                                                           dddmmss.s |
 QM0288| CJ8015 ANTIGO SOUTH BASE RM 1               29.627 METERS 01055     |
 QM0288| CJ8016 ANTIGO SOUTH BASE RM 2               56.211 METERS 09949     |
 QM0288| QM0704 ANTIGO MUNICIPAL TANK               APPROX. 0.6 KM 1043714.9 |
 QM0288| QM0703 ANTIGO LANGLADE CO CTHSE DOME       458.892 METERS 1671607.6 |
 QM0288| QM0702 ANTIGO CHICAGO AND NW RY STK        283.542 METERS 20641     |
 QM0288| CJ8014 ANTIGO SOUTH BASE AZ MK                            3580523.8 |
 QM0288|---------------------------------------------------------------------|
 QM0288
 QM0288                          SUPERSEDED SURVEY CONTROL
 QM0288
 QM0288  NAD 83(1986)-  45 08 53.08133(N)    089 09 23.12471(W) AD(       ) 1
 QM0288  NAD 27      -  45 08 53.20000(N)    089 09 22.71600(W) AD(       ) 1
 QM0288  NAVD 88 (03/19/14)  456.246  (m)         1496.87   (f) SUPERSEDED  2 1
 QM0288  NGVD 29 (??/??/92)  456.223  (m)         1496.79   (f) ADJ UNCH    2 0
 QM0288
 QM0288.Superseded values are not recommended for survey control.
 QM0288
 QM0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0288.See file dsdata.pdf to determine how the superseded data were derived.
 QM0288
 QM0288_MARKER: DS = TRIANGULATION STATION DISK
 QM0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0288_STAMPING: ANTIGO SOUTH BASE 1934
 QM0288_MARK LOGO: CGS
 QM0288_PROJECTION: RECESSED 150 CENTIMETERS
 QM0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0288+STABILITY: SURFACE MOTION
 QM0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0288+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 QM0288
 QM0288  HISTORY     - Date     Condition        Report By
 QM0288  HISTORY     - 1934     MONUMENTED       CGS
 QM0288  HISTORY     - 1934     GOOD             CGS
 QM0288  HISTORY     - 1934     GOOD             CGS
 QM0288  HISTORY     - 1952     GOOD             USGS
 QM0288  HISTORY     - 1981     GOOD             AME
 QM0288  HISTORY     - 20130715 GOOD             WIDT
 QM0288  HISTORY     - 20140623 GOOD             WIDT
 QM0288
 QM0288                          STATION DESCRIPTION
 QM0288
 QM0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0288'THIS STATION IS IN THE NORTH EDGE OF THE TOWN OF ANTIGO, NEAR
 QM0288'THE NORTHWEST CORNER OF SEC. 27, T. 31 N., R. 11 E., ON LAND
 QM0288'OWNED AND OCCUPIED BY CHICAGO AND NORTH WESTERN RAILWAY.
 QM0288'THE MARK IS SET ON THE RIGHT-OF-WAY, 28.30 FEET EAST OF THE
 QM0288'EAST RAIL OF THE MAIN-LINE TRACK, 19 FEET WEST OF FENCE LINE,
 QM0288'180 FEET SOUTH OF CULVERT NO. 754.  THE MARK IS FLUSH.
 QM0288'
 QM0288'TO REACH STATION FROM ANTIGO, GO WEST ON STATE HIGHWAY 64
 QM0288'TO STREET EAST OF RAILROAD TRACKS (EDISON STREET), TURN NORTH
 QM0288'AND GO 0.5 MILE TO STANDARD OIL BULK STATION, TURN LEFT TO
 QM0288'RAILROAD TRACKS.  STATION IS APPROXIMATELY 150 FEET NORTH.
 QM0288'
 QM0288'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 46 FEET EAST
 QM0288'OF THE EAST RAIL, 1 FOOT WEST OF THE FENCE LINE, AND 6 INCHES.
 QM0288'
 QM0288'REFERENCE MARK NO. 2 IS EAST OF THE STATION, 12 FEET WEST OF THE
 QM0288'CENTER LINE OF EDISON ST., 4 FEET SOUTH OF TELEPHONE POST,
 QM0288'AND 6 INCHES.
 QM0288'
 QM0288'AZIMUTH MARK IS NORTH OF THE STATION ON THE WEST EDGE OF THE
 QM0288'RIGHT-OF-WAY, 30 FEET EAST OF CENTER LINE OF ROAD, 36 FEET
 QM0288'WEST OF WEST RAIL, 65 FEET SOUTH OF CULVERT 757 A.
 QM0288'
 QM0288'A LIGHT 87 FEET ABOVE ANTIGO NORTH BASE COMES INTO VIEW AT 20
 QM0288'FEET ABOVE STATION.
 QM0288'
 QM0288'A LIGHT 100 FEET ABOVE THERN COMES INTO VIEW AT 40 FEET ABOVE
 QM0288'THIS STATION.
 QM0288'
 QM0288'A LIGHT 74 FEET ABOVE ANIWA COMES INTO VIEW AT 46 FEET ABOVE THIS
 QM0288'STATION.
 QM0288'
 QM0288'LIGHTS 100 FEET ABOVE BRYANT AND 87 FEET ABOVE VILAS COME INTO
 QM0288'VIEW AT 55 FEET.
 QM0288'
 QM0288'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0288'BRONZE DISKS.
 QM0288
 QM0288                          STATION RECOVERY (1934)
 QM0288
 QM0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HEB)
 QM0288'STATION IS ROUND FLUSH MARK, IN EXCELLENT CONDITION, 10.165
 QM0288'METERS EAST OF THE WEST RAIL OF MAIN LINE CHICAGO AND NORTH
 QM0288'WESTERN RAILWAY.
 QM0288'
 QM0288'REFERENCE MARK NO. 1 IS A ROUND MARK, PROJECTING ABOUT 6 INCHES
 QM0288'ABOVE THE GROUND, STAMPED R.M. NO. 1 ANTIGO SOUTH BASE 1934.
 QM0288'MARK IS 51.35 FEET EAST OF THE WEST RAIL OF THE MAIN LINE,
 QM0288'206.8 FEET NORTHWEST OF REFERENCE MARK NO. 2, AND 97.19 FEET
 QM0288'NORTH BY EAST OF THE TRIANGULATION STATION.
 QM0288'
 QM0288'REFERENCE MARK NO. 2, IS ROUND MARK PROJECTING ABOUT 8 INCHES
 QM0288'ABOVE THE GROUND, 215.2 FEET EAST OF THE WEST RAIL OF THE MAIN
 QM0288'LINE, 184.5 FEET WEST BY NORTH OF THE TRIANGULATION STATION,
 QM0288'AND 19.5 FEET WEST OF THE CENTER LINE OF EDISON STREET.
 QM0288'
 QM0288'AZIMUTH MARK IS WEST OF THE MAIN LINE OF THE CHICAGO AND
 QM0288'NORTH WESTERN RAILWAY, 58.90 FEET SOUTH OF CULVERT 757 A, 51.23
 QM0288'FEET WEST OF THE WEST RAIL OF THE MAIN LINE, AND 28.30 FEET
 QM0288'EAST OF CENTER LINE OF DIRT ROAD.
 QM0288'
 QM0288'ALL MARKS FOUND TO BE IN GOOD CONDITION.
 QM0288
 QM0288                          STATION RECOVERY (1934)
 QM0288
 QM0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0288'IN ANTIGO.
 QM0288'ALONG CHICAGO AND NORTH-WESTERN RY., 0.5 MILE N. OF ANTIGO STATION
 QM0288'AND 50 YDS. N. OF STD. OIL CO. BULK PLANT.  MARK IS 10 YDS. E.
 QM0288'OF CENTERLINE OF MAIN TRACK AND 8 YDS. N. OF SWITCH TO BULK PLANT.
 QM0288
 QM0288                          STATION RECOVERY (1952)
 QM0288
 QM0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 QM0288'STATION IN EXCELLENT CONDITION AND AS DESCRIBED.  AZIMUTH
 QM0288'MARK WAS NOT FOUND.  REFERENCE MARK NO. 1 IS ONE FOOT WEST OF NEW
 QM0288'WAREHOUSE BUILDING, REFERENCE MARK NO. 2 IS 184.5 FEET EAST
 QM0288'BY SOUTH (NOT WEST BY NORTH) FROM THE STATION.
 QM0288
 QM0288                          STATION RECOVERY (1981)
 QM0288
 QM0288'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1981 (TJL)
 QM0288'ANTIGO SOUTH BASE RECOVERED GOOD.
 QM0288
 QM0288                          STATION RECOVERY (2013)
 QM0288
 QM0288'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0288'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE AREA HAS BEEN CONVERTED
 QM0288'TO SARATOGA PARK, CITY OF ANTIGO.  A NEW DESCRIPTION IS AS FOLLOWS.
 QM0288'
 QM0288'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 QM0288'HIGHWAY 47 WITH STATE HIGHWAY 64 ON THE NORTH SIDE OF ANTIGO, GO SOUTH
 QM0288'ON U.S. HIGHWAY 45 AND STATE HIGHWAY 47 FOR 1.15 MI (1.9 KM) TO FIRST
 QM0288'AVENUE.  TURN RIGHT AND GO WEST ON FIRST AVENUE FOR 0.40 MI (0.6 KM)
 QM0288'TO LINCOLN STREET.  TURN RIGHT AND GO NORTH ON LINCOLN STREET FOR 0.10
 QM0288'MI (0.2 KM) TO MCMILLAN AVENUE.  TURN RIGHT AND GO EAST THEN NORTH ON
 QM0288'MCMILLAN AVENUE FOR 0.15 MI (0.2 KM) TO AN ENTRANCE TO SARATOGA PARK
 QM0288'SOFTBALL FIELDS ON THE RIGHT.  THE STATION IS APPROXIMATELY 350 FT
 QM0288'(106.7 M) SOUTHEAST OF THE EAST END OF THE GRAVEL PARKING LOT.
 QM0288'
 QM0288'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL
 QM0288'DISK, SET INTO THE TOP OF A CONCRETE MONUMENT RECESSED 1.3 FT (0.4 M)
 QM0288'BELOW THE GROUND LEVEL AND IS PROTECTED BY A MANHOLE COVER AND
 QM0288'CONCRETE COLLAR.  LOCATED 683 FT (208.2 M) NORTH OF THE NORTH EDGE OF
 QM0288'FIRST AVENUE PAVEMENT, 52 FT (15.8 M) SOUTH-SOUTHWEST OF THE SOUTHWEST
 QM0288'CORNER OF A BUILDING THAT IS EAST OF A CHAIN LINK FENCE, 10.2 FT (3.1
 QM0288'M) WEST OF THE SOUTHEAST CORNER OF SECTION 19, TOWNSHIP 31 NORTH,
 QM0288'RANGE 11 EAST, WHICH IS ALSO PROTECTED BY A MANHOLE COVER AND IS
 QM0288'BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 QM0288'
 QM0288'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTHEAST AND
 QM0288'SOUTHEAST QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
 QM0288
 QM0288                          STATION RECOVERY (2014)
 QM0288
 QM0288'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0288'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0657 ***********************************************************************
 QM0657  DESIGNATION -  ANVIL
 QM0657  PID         -  QM0657
 QM0657  STATE/COUNTY-  WI/VILAS
 QM0657  COUNTRY     -  US
 QM0657  USGS QUAD   -  ANVIL LAKE (2018)
 QM0657
 QM0657                         *CURRENT SURVEY CONTROL
 QM0657  ______________________________________________________________________
 QM0657* NAD 83(1991) POSITION- 45 58 07.71644(N) 089 03 05.23288(W)   ADJUSTED
 QM0657* NAVD 88 ORTHO HEIGHT -   562.    (meters)     1844.    (feet) SCALED
 QM0657  ______________________________________________________________________
 QM0657  GEOID HEIGHT    -        -31.832 (meters)                     GEOID18
 QM0657  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 QM0657  HORZ ORDER      -  FIRST
 QM0657
 QM0657.The horizontal coordinates were established by classical geodetic methods
 QM0657.and adjusted by the National Geodetic Survey in November 1991.
 QM0657
 QM0657.The orthometric height was scaled from a topographic map.
 QM0657
 QM0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0657.GEOID18 height accuracy estimate available here.
 QM0657
 QM0657.Click photographs - Photos may exist for this station.
 QM0657
 QM0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0657
 QM0657. The following values were computed from the NAD 83(1991) position.
 QM0657
 QM0657;                    North         East     Units Scale Factor Converg.
 QM0657;SPC WI N     -    89,592.200   673,513.485   MT  0.99995135   +0 41 03.3
 QM0657;SPC WI N     -   293,937.08  2,209,685.49   sFT  0.99995135   +0 41 03.3
 QM0657;UTM  16      - 5,092,628.213   341,063.074   MT  0.99991055   -1 28 30.8
 QM0657
 QM0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0657!SPC WI N     -   0.99991689  x   0.99995135  =   0.99986825
 QM0657!UTM  16      -   0.99991689  x   0.99991055  =   0.99982745
 QM0657
 QM0657:                Primary Azimuth Mark                     Grid Az
 QM0657:SPC WI N     -  ANVIL AZ MK                              202 40 48.3
 QM0657:UTM  16      -  ANVIL AZ MK                              204 50 22.4
 QM0657
 QM0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4106392628(NAD 83)
 QM0657
 QM0657|---------------------------------------------------------------------|
 QM0657| PID    Reference Object                     Distance      Geod. Az  |
 QM0657|                                                           dddmmss.s |
 QM0657| QM0658 NO 1092                              10.366 METERS 05618     |
 QM0657| CJ8018 ANVIL RM 1                           22.368 METERS 06310     |
 QM0657| QM0659 ANVIL LAKE LOOKOUT TOWER              9.181 METERS 10638     |
 QM0657| CJ8017 ANVIL AZ MK                                        2032151.6 |
 QM0657| QM0742 MUSKELLUNGE LOT D                   APPROX.42.5 KM 2733231.7 |
 QM0657| CJ8019 ANVIL RM 2                           25.829 METERS 32403     |
 QM0657|---------------------------------------------------------------------|
 QM0657
 QM0657                          SUPERSEDED SURVEY CONTROL
 QM0657
 QM0657  NAD 83(1986)-  45 58 07.71090(N)    089 03 05.22855(W) AD(       ) 1
 QM0657  NAD 27      -  45 58 07.86800(N)    089 03 04.76200(W) AD(       ) 1
 QM0657
 QM0657.Superseded values are not recommended for survey control.
 QM0657
 QM0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0657.See file dsdata.pdf to determine how the superseded data were derived.
 QM0657
 QM0657_MARKER: DS = TRIANGULATION STATION DISK
 QM0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0657_STAMPING: ANVIL 1940
 QM0657_MARK LOGO: CGS
 QM0657_PROJECTION: RECESSED 5 CENTIMETERS
 QM0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0657+STABILITY: SURFACE MOTION
 QM0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0657+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2014
 QM0657
 QM0657  HISTORY     - Date     Condition        Report By
 QM0657  HISTORY     - 1940     MONUMENTED       CGS
 QM0657  HISTORY     - 20140724 GOOD             WI-125
 QM0657
 QM0657                          STATION DESCRIPTION
 QM0657
 QM0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0657'ANVIL IS 7 MILES SOUTH BY SOUTH-SOUTHEAST OF PHELPS, 10 MILES
 QM0657'NORTHEAST BY EAST OF EAGLE RIVER, IN SOUTHEAST QUARTER OF SEC.
 QM0657'1, T. 40 N., R. 11 E. IN NICOLET NATIONAL FOREST.
 QM0657'
 QM0657'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0657'BRONZE DISKS SET IN CONCRETE.
 QM0657'
 QM0657'TO REACH FROM EAGLE RIVER, GO EAST ON STATE HIGHWAY A FOR
 QM0657'8.0 MILES AND TURN LEFT AT FIREBOX AND NUMBER OF WHITE SIGNS,
 QM0657'GO 3.0 MILES AND TAKE LEFT FORK, (AZIMUTH MARK IS IN THE SMALL
 QM0657'TRIANGULAR-PLOT OF GROUND FORMED BY THIS T-INTERSECTION), GO
 QM0657'0.15 MILE AND TAKE RIGHT FORK, GO 0.15 MILE UP HILL TO LOOKOUT
 QM0657'TOWER AND STATION.
 QM0657'
 QM0657'STATION MARK IS ON THE HIGHEST POINT OF SMALL CLEARED KNOB
 QM0657'OCCUPIED BY LOOKOUT TOWER, 17-1/2 FEET WEST OF NORTHWEST LEG
 QM0657'OF TOWER, 27 FEET NORTHWEST OF SOUTHWEST LEG OF TOWER, 84 FEET
 QM0657'SOUTH OF LOOKOUT CABIN, IS STAMPED ANVIL 1940, IS 2 INCHES
 QM0657'BELOW SURFACE.  UNDERGROUND MARK 38 INCHES BELOW SURFACE.
 QM0657'
 QM0657'REFERENCE MARK NO. 1 IS LEVEL WITH STATION, 40 FEET NORTHEAST
 QM0657'OF NORTHEAST LEG OF LOOKOUT TOWER, 6-1/2 FEET WEST OF SOUTHWEST
 QM0657'CORNER OF GARAGE, STAMPED ANVIL NO. 1 1940, PROJECTS 3 INCHES.
 QM0657'
 QM0657'REFERENCE MARK NO. 2 IS ABOUT TWO FEET LOWER THAN STATION, 10
 QM0657'FEET WEST OF CENTER LINE OF ROAD, 45 FEET NORTH OF CENTER LINE
 QM0657'OF ROAD AT Y-INTERSECTION, STAMPED ANVIL NO. 2 1940, PROJECTS 3
 QM0657'INCHES.
 QM0657'
 QM0657'AZIMUTH MARK IS IN WEST ANGLE OF SMALL TRIANGULAR-PLOT AT
 QM0657'T-INTERSECTION OF ROAD TO ANVIL LAKE LOOKOUT AND PHELPS ROAD,
 QM0657'STAMPED ANVIL 1940, PROJECTS 12 INCHES.  AZIMUTH MARK NOT
 QM0657'VISIBLE FROM GROUND.  A 50-FOOT TOWER NEEDED TO SEE.
 QM0657'
 QM0657'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 QM0657
 QM0657                          STATION RECOVERY (2014)
 QM0657
 QM0657'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2014 (ARJ)
 QM0657'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0659 ***********************************************************************
 QM0659  DESIGNATION -  ANVIL LAKE LOOKOUT TOWER
 QM0659  PID         -  QM0659
 QM0659  STATE/COUNTY-  WI/VILAS
 QM0659  COUNTRY     -  US
 QM0659  USGS QUAD   -  ANVIL LAKE (2018)
 QM0659
 QM0659                         *CURRENT SURVEY CONTROL
 QM0659  ______________________________________________________________________
 QM0659* NAD 83(1991) POSITION- 45 58 07.63129(N) 089 03 04.82431(W)   ADJUSTED
 QM0659* NAVD 88 ORTHO HEIGHT -   562.    (meters)     1844.    (feet) SCALED
 QM0659  ______________________________________________________________________
 QM0659  GEOID HEIGHT    -        -31.832 (meters)                     GEOID18
 QM0659  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 QM0659  HORZ ORDER      -  SECOND
 QM0659
 QM0659.The horizontal coordinates were established by classical geodetic methods
 QM0659.and adjusted by the National Geodetic Survey in November 1991.
 QM0659
 QM0659.The orthometric height was scaled from a topographic map.
 QM0659
 QM0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0659.GEOID18 height accuracy estimate available here.
 QM0659
 QM0659.Click photographs - Photos may exist for this station.
 QM0659
 QM0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0659
 QM0659. The following values were computed from the NAD 83(1991) position.
 QM0659
 QM0659;                    North         East     Units Scale Factor Converg.
 QM0659;SPC WI N     -    89,589.676   673,522.312   MT  0.99995135   +0 41 03.6
 QM0659;SPC WI N     -   293,928.80  2,209,714.45   sFT  0.99995135   +0 41 03.6
 QM0659;UTM  16      - 5,092,625.359   341,071.799   MT  0.99991052   -1 28 30.5
 QM0659
 QM0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0659!SPC WI N     -   0.99991689  x   0.99995135  =   0.99986825
 QM0659!UTM  16      -   0.99991689  x   0.99991052  =   0.99982742
 QM0659
 QM0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4107192625(NAD 83)
 QM0659
 QM0659                          SUPERSEDED SURVEY CONTROL
 QM0659
 QM0659  NAD 83(1986)-  45 58 07.62588(N)    089 03 04.82017(W) AD(       ) 2
 QM0659  NAD 27      -  45 58 07.78200(N)    089 03 04.35400(W) AD(       ) 2
 QM0659
 QM0659.Superseded values are not recommended for survey control.
 QM0659
 QM0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0659.See file dsdata.pdf to determine how the superseded data were derived.
 QM0659
 QM0659_MARKER: 57 = LOOKOUT TOWER
 QM0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0659+STABILITY: SURFACE MOTION
 QM0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0659+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 QM0659
 QM0659  HISTORY     - Date     Condition        Report By
 QM0659  HISTORY     - 1940     FIRST OBSERVED   CGS
 QM0659  HISTORY     - 1954     GOOD             CGS
 QM0659  HISTORY     - 20051005 GOOD             WIDT
 QM0659
 QM0659                          STATION DESCRIPTION
 QM0659
 QM0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0659'STATION IS 7 MILES SOUTH BY SOUTH-SOUTHEAST OF PHELPS, 10
 QM0659'MILES NORTHEAST BY EAST OF EAGLE RIVER, IN SOUTHEAST QUARTER
 QM0659'OF SEC. 1, T. 40 N., R. 11 E.
 QM0659'
 QM0659'TO REACH FROM EAGLE RIVER, GO EAST ON STATE HIGHWAY A FOR
 QM0659'8.0 MILES AND TURN LEFT AT FIREBOX AND NUMBER OF WHITE SIGNS,
 QM0659'GO 3.0 MILES AND TAKE LEFT FORK, GO 0.15 MILE AND TAKE RIGHT FORK,
 QM0659'GO 0.15 MILE UP HILL TO STATION, WHICH IS 9.174 METERS
 QM0659'EAST-SOUTHEAST OF TRIANGULATION STATION ANVIL.
 QM0659'
 QM0659'TOWER IS STANDARD 100-FOOT STRUCTURAL STEEL LOOKOUT TOWER.
 QM0659'POINT SIGHTED ON, CENTER OF TOWER AT BASE.
 QM0659
 QM0659                          STATION RECOVERY (1954)
 QM0659
 QM0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0659'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF
 QM0659'PHELPS AND 10 MILES NORTHEAST OF EAGLE RIVER ON A WOODED
 QM0659'HILL.  IT IS ABOUT 110 FEET HIGH, FOUR LEGGED, OF STEEL
 QM0659'CONSTRUCTION AND HAS A METAL LOOKOUT CAGE ON TOP.  THE MARK
 QM0659'IS SET IN THE CENTER OF THE BASE OF THE TOWER.  THE MARK
 QM0659'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ANVIL 1940
 QM0659'R.M. 3.  A TRAVERSE CONNECTION WAS MADE FROM NO. 1092 (WISC.
 QM0659'GEOD. S.) TO THIS MARK AND THE DISTANCE IS 8.382 METERS
 QM0659'(27.50 FEET) NORTH.  A TRAVERSE CONNECTION WAS ALSO MADE
 QM0659'FROM ANVIL 1940 TO THIS MARK AND THE DISTANCE IS 9.183
 QM0659'METERS (30.13 FEET) NORTH-WEST.
 QM0659'
 QM0659'TO REACH THE STATION FROM EAGLE RIVER, FROM THE JUNCTION OF
 QM0659'STATE HIGHWAY 45 AND 70 GO EAST FOR 8.0 MILES TO A GRAVEL
 QM0659'CROSS-ROAD, TURN LEFT ON THE GRAVEL ROAD AND GO NORTH FOR
 QM0659'1.9 MILES TO A SIDE ROAD RIGHT, CONTINUE NORTH FOR 1.05 MILES
 QM0659'TO A FORK, TAKE THE LEFT FORK AND GO 0.15 MILE TO A FORK,
 QM0659'TAKE THE RIGHT FORK AND GO EAST UPHILL FOR 0.35 MILE TO THE
 QM0659'TOWER AND MARK.
 QM0659
 QM0659                          STATION RECOVERY (2005)
 QM0659
 QM0659'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0659'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 1.0 M SOUTH OF AN
 QM0659'ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1133 ***********************************************************************
 RL1133  DESIGNATION -  AP 18
 RL1133  PID         -  RL1133
 RL1133  STATE/COUNTY-  WI/VILAS
 RL1133  COUNTRY     -  US
 RL1133  USGS QUAD   -  WINCHESTER (2018)
 RL1133
 RL1133                         *CURRENT SURVEY CONTROL
 RL1133  ______________________________________________________________________
 RL1133* NAD 83(1986) POSITION- 46 13 48.     (N) 089 54 03.     (W)   SCALED
 RL1133* NAVD 88 ORTHO HEIGHT -   497.054 (meters)     1630.75  (feet) ADJUSTED
 RL1133  ______________________________________________________________________
 RL1133  GEOID HEIGHT    -        -30.805 (meters)                     GEOID18
 RL1133  DYNAMIC HEIGHT  -        497.050 (meters)     1630.74  (feet) COMP
 RL1133  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 RL1133
 RL1133  VERT ORDER      -  SECOND    CLASS 0
 RL1133
 RL1133.The horizontal coordinates were scaled from a map and have
 RL1133.an estimated accuracy of +/- 6 seconds.
 RL1133
 RL1133.The orthometric height was determined by differential leveling and
 RL1133.adjusted by the NATIONAL GEODETIC SURVEY
 RL1133.in June 1991.
 RL1133
 RL1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1133.GEOID18 height accuracy estimate available here.
 RL1133
 RL1133.Click photographs - Photos may exist for this station.
 RL1133
 RL1133.The dynamic height is computed by dividing the NAVD 88
 RL1133.geopotential number by the normal gravity value computed on the
 RL1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1133.degrees latitude (g = 980.6199 gals.).
 RL1133
 RL1133.The modeled gravity was interpolated from observed gravity values.
 RL1133
 RL1133;                    North         East    Units  Estimated Accuracy
 RL1133;SPC WI N     -   118,190.      607,650.      MT  (+/- 180 meters Scaled)
 RL1133
 RL1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS763236(NAD 83)
 RL1133
 RL1133                          SUPERSEDED SURVEY CONTROL
 RL1133
 RL1133  NGVD 29 (??/??/92)  497.045  (m)         1630.72   (f) ADJ UNCH    2 0
 RL1133
 RL1133.Superseded values are not recommended for survey control.
 RL1133
 RL1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1133.See file dsdata.pdf to determine how the superseded data were derived.
 RL1133
 RL1133_MARKER: DD = SURVEY DISK
 RL1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1133_STAMPING: AP 18 T43N R5E S 5 1937
 RL1133_MARK LOGO: USGLO
 RL1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1133+STABILITY: SURFACE MOTION
 RL1133
 RL1133  HISTORY     - Date     Condition        Report By
 RL1133  HISTORY     - 1937     MONUMENTED       USGLO
 RL1133  HISTORY     - 1948     GOOD             CGS
 RL1133  HISTORY     - 20050914 MARK NOT FOUND   WIDT
 RL1133
 RL1133                          STATION DESCRIPTION
 RL1133
 RL1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1133'0.8 MI N FROM WINCHESTER.
 RL1133'ABOUT 0.75 MILE NORTH ALONG A BLACK TOP ROAD FROM THE GRADE
 RL1133'SCHOOL AT WINCHESTER, AT THE JUNCTION OF A BLACK TOP ROAD EAST
 RL1133'(COUNTY ROAD W), 52 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 RL1133'JUNCTION, 32 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD W,
 RL1133'27 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 10
 RL1133'FEET EAST OF A FENCE LINE, 8 FEET SOUTH OF A FENCE LINE, 1 FOOT
 RL1133'BELOW THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 RL1133'PROJECTING 3 INCHES.
 RL1133
 RL1133                          STATION RECOVERY (2005)
 RL1133
 RL1133'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1133'MARK NOT FOUND.  ADD--DIMMENSIONS LEAD TO AN INTERSECTION THAT HAS
 RL1133'BEEN REBUILT AND WIDENED, PLACING THE STATION UNDER THE ASPHALT, NO
 RL1133'EVIDENCE OF THE ORIGINAL FENCELINES WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA4615 ***********************************************************************
 AA4615  SACS        -  This is a Secondary Airport Control Station.
 AA4615  DESIGNATION -  AP 1969 STA C ATW
 AA4615  PID         -  AA4615
 AA4615  STATE/COUNTY-  WI/OUTAGAMIE
 AA4615  COUNTRY     -  US
 AA4615  USGS QUAD   -  GREENVILLE (2018)
 AA4615
 AA4615                         *CURRENT SURVEY CONTROL
 AA4615  ______________________________________________________________________
 AA4615* NAD 83(2011) POSITION- 44 15 55.95674(N) 088 30 51.15080(W)   NO CHECK
 AA4615* NAD 83(2011) ELLIP HT-   230.385 (meters)        (06/27/12)   NO CHECK
 AA4615* NAD 83(2011) EPOCH   -  2010.00
 AA4615* NAVD 88 ORTHO HEIGHT -   266.70  (+/-2cm)      875.0   (feet) VERTCON3
 AA4615  ______________________________________________________________________
 AA4615  GEOID HEIGHT    -        -36.366 (meters)                     GEOID18
 AA4615  NAD 83(2011) X  -    118,627.870 (meters)                     COMP
 AA4615  NAD 83(2011) Y  - -4,573,557.545 (meters)                     COMP
 AA4615  NAD 83(2011) Z  -  4,429,429.560 (meters)                     COMP
 AA4615  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 AA4615  VERT ORDER      -  THIRD ? (See Below)
 AA4615
 AA4615  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4615  Standards:
 AA4615         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4615            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4615  -------------------------------------------------------------------
 AA4615  NETWORK    2.68   8.45           1.21   0.95   4.31     -0.03187019
 AA4615  -------------------------------------------------------------------
 AA4615  Click here for local accuracies and other accuracy information.
 AA4615
 AA4615.This mark is at Outagamie County Airport (ATW)
 AA4615
 AA4615.The horizontal coordinates were established by GPS observations
 AA4615.and adjusted by the National Geodetic Survey in June 2012.
 AA4615
 AA4615.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA4615.been affixed to the stable North American tectonic plate. See 
 AA4615.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA4615
 AA4615.The horizontal coordinates are valid at the epoch date displayed above
 AA4615.which is a decimal equivalence of Year/Month/Day.
 AA4615
 AA4615.No horizontal observational check was made to the station.
 AA4615
 AA4615.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4615
 AA4615.GPS derived orthometric heights for airport stations designated as
 AA4615.PACS or SACS are published to 2 decimal places.  This maintains
 AA4615.centimeter relative accuracy between the PACS and SACS.  It does
 AA4615.not indicate centimeter accuracy relative to other marks which are
 AA4615.part of the published vertical control network.
 AA4615
 AA4615.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4615.GEOID18 height accuracy estimate available here.
 AA4615
 AA4615.The vertical order pertains to the NGVD 29 superseded value.
 AA4615
 AA4615.Click photographs - Photos may exist for this station.
 AA4615
 AA4615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4615
 AA4615.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA4615
 AA4615.The ellipsoidal height was determined by GPS observations
 AA4615.and is referenced to NAD 83.
 AA4615
 AA4615. The following values were computed from the NAD 83(2011) position.
 AA4615
 AA4615;                    North         East     Units Scale Factor Converg.
 AA4615;SPC WI C     -    49,111.800   718,629.925   MT  0.99999710   +1 02 54.0
 AA4615;SPC WI C     -   161,127.63  2,357,705.01   sFT  0.99999710   +1 02 54.0
 AA4615;UTM  16      - 4,902,481.687   379,142.052   MT  0.99977964   -1 03 25.3
 AA4615
 AA4615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4615!SPC WI C     -   0.99996388  x   0.99999710  =   0.99996098
 AA4615!UTM  16      -   0.99996388  x   0.99977964  =   0.99974352
 AA4615
 AA4615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7914202481(NAD 83)
 AA4615
 AA4615                          SUPERSEDED SURVEY CONTROL
 AA4615
 AA4615  NAD 83(2007)-  44 15 55.95680(N)    088 30 51.15158(W) AD(2002.00) 0
 AA4615  ELLIP H (02/10/07)  230.423  (m)                       GP(2002.00)    
 AA4615  NAD 83(1997)-  44 15 55.95675(N)    088 30 51.15181(W) AD(       ) 1
 AA4615  ELLIP H (05/03/99)  230.407  (m)                       GP(       ) 4 1
 AA4615  NAD 83(1991)-  44 15 55.95588(N)    088 30 51.15055(W) AD(       ) 1
 AA4615  ELLIP H (09/30/94)  230.514  (m)                       GP(       ) 4 2
 AA4615  NGVD 29             266.73   (m)          875.1    (f) LEVELING    3  
 AA4615
 AA4615.Superseded values are not recommended for survey control.
 AA4615
 AA4615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4615.See file dsdata.pdf to determine how the superseded data were derived.
 AA4615
 AA4615_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4615_STAMPING: AP 1969 STA C ATW
 AA4615_MARK LOGO: CGS
 AA4615_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4615+STABILITY: SURFACE MOTION
 AA4615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4615+SATELLITE: SATELLITE OBSERVATIONS - 1965
 AA4615
 AA4615  HISTORY     - Date     Condition        Report By
 AA4615  HISTORY     - 1965     MONUMENTED       CGS
 AA4615
 AA4615                          STATION DESCRIPTION
 AA4615
 AA4615'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JVT)
 AA4615'THE STATION IS LOCATED AT THE NORTH END AND NEAR RUNWAY END 21 AT THE
 AA4615'OUTAGAMIE COUNTY AIRPORT IN APPLETON, WI. THE STATION IS BETWEEN
 AA4615'TAXIWAY (A) AND RUNWAY 11-21, 287.3 FT (87.6 M) SOUTHEAST OF THE
 AA4615'NORTHWEST CORNER OF THE RUNWAY, 75.1 FT (22.9 M) EAST OF THE EAST EDGE
 AA4615'OF THE RUNWAY AND 133.7 FT (40.8 M) SOUTH SOUTHWEST OF THE SOUTH END
 AA4615'OF RWY 21 SIGN (AT HOLD BAR). THE STATION IS A STANDARD CGS
 AA4615'TOPOGRAPHIC STATION DISK SET IN A CONCRETE MONUMENT SET FLUSH WITH THE
 AA4615'GROUND. FOR ACCESS TO THE AIRPORT AND THE STATION CONTACT MR ARTHUR E.
 AA4615'BOCHARDT, AIRPORT MANAGER, OUTAGAMIE COUNTY AIRPORT, W 6390 CHALLENGER
 AA4615'DRIVE, SUITE 201, APPLETON, WI 54915, PHONE (414) 832-5268. STATION
 AA4615'WAS RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA4636 ***********************************************************************
 AA4636  HT_MOD      -  This is a Height Modernization Survey Station.
 AA4636  PACS        -  This is a Primary Airport Control Station.
 AA4636  DESIGNATION -  AP 1970 STA B CWA
 AA4636  PID         -  AA4636
 AA4636  STATE/COUNTY-  WI/MARATHON
 AA4636  COUNTRY     -  US
 AA4636  USGS QUAD   -  MOSINEE (2018)
 AA4636
 AA4636                         *CURRENT SURVEY CONTROL
 AA4636  ______________________________________________________________________
 AA4636* NAD 83(2011) POSITION- 44 47 04.70510(N) 089 38 52.48289(W)   ADJUSTED
 AA4636* NAD 83(2011) ELLIP HT-   347.747 (meters)        (06/27/12)   ADJUSTED
 AA4636* NAD 83(2011) EPOCH   -  2010.00
 AA4636* NAVD 88 ORTHO HEIGHT -   382.91  (meters)     1256.3   (feet) GPS OBS
 AA4636  ______________________________________________________________________
 AA4636  GEOID HEIGHT    -        -35.144 (meters)                     GEOID18
 AA4636  NAD 83(2011) X  -     27,866.171 (meters)                     COMP
 AA4636  NAD 83(2011) Y  - -4,534,643.313 (meters)                     COMP
 AA4636  NAD 83(2011) Z  -  4,470,638.530 (meters)                     COMP
 AA4636  LAPLACE CORR    -         -6.00  (seconds)                    DEFLEC18
 AA4636
 AA4636  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4636  Standards:
 AA4636         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4636            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4636  -------------------------------------------------------------------
 AA4636  NETWORK    0.51   0.61           0.23   0.18   0.31     -0.00665500
 AA4636  -------------------------------------------------------------------
 AA4636  Click here for local accuracies and other accuracy information.
 AA4636
 AA4636.This mark is at Central Wisconsin Airport (CWA)
 AA4636
 AA4636.The horizontal coordinates were established by GPS observations
 AA4636.and adjusted by the National Geodetic Survey in June 2012.
 AA4636
 AA4636.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA4636.been affixed to the stable North American tectonic plate. See 
 AA4636.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA4636
 AA4636.The horizontal coordinates are valid at the epoch date displayed above
 AA4636.which is a decimal equivalence of Year/Month/Day.
 AA4636
 AA4636.The orthometric height was determined by GPS observations and a
 AA4636.high-resolution geoid model.
 AA4636
 AA4636.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4636.GEOID18 height accuracy estimate available here.
 AA4636
 AA4636.Click photographs - Photos may exist for this station.
 AA4636
 AA4636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4636
 AA4636.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA4636
 AA4636.The ellipsoidal height was determined by GPS observations
 AA4636.and is referenced to NAD 83.
 AA4636
 AA4636. The following values were computed from the NAD 83(2011) position.
 AA4636
 AA4636;                    North         East     Units Scale Factor Converg.
 AA4636;SPC WI C     -   105,768.071   627,863.125   MT  0.99994198   +0 14 54.3
 AA4636;SPC WI C     -   347,007.41  2,059,914.27   sFT  0.99994198   +0 14 54.3
 AA4636;UTM  16      - 4,962,438.184   290,523.061   MT  1.00013962   -1 51 57.5
 AA4636
 AA4636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4636!SPC WI C     -   0.99994548  x   0.99994198  =   0.99988746
 AA4636!UTM  16      -   0.99994548  x   1.00013962  =   1.00008509
 AA4636
 AA4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9052362438(NAD 83)
 AA4636
 AA4636                          SUPERSEDED SURVEY CONTROL
 AA4636
 AA4636  NAD 83(2007)-  44 47 04.70508(N)    089 38 52.48357(W) AD(2002.00) 0
 AA4636  ELLIP H (02/10/07)  347.772  (m)                       GP(2002.00)    
 AA4636  NAD 83(1997)-  44 47 04.70523(N)    089 38 52.48407(W) AD(       ) B
 AA4636  ELLIP H (05/03/99)  347.788  (m)                       GP(       ) 4 2
 AA4636  NAD 83(1991)-  44 47 04.70439(N)    089 38 52.48277(W) AD(       ) B
 AA4636  ELLIP H (11/14/94)  347.817  (m)                       GP(       ) 4 2
 AA4636  NGVD 29             382.88   (m)         1256.2    (f) LEVELING    3  
 AA4636
 AA4636.Superseded values are not recommended for survey control.
 AA4636
 AA4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4636.See file dsdata.pdf to determine how the superseded data were derived.
 AA4636
 AA4636_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4636_STAMPING: AP 1970 STA B CWA
 AA4636_MARK LOGO: CGS
 AA4636_PROJECTION: RECESSED 23 CENTIMETERS
 AA4636_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4636+STABILITY: SURFACE MOTION
 AA4636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4636+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2025
 AA4636
 AA4636  HISTORY     - Date     Condition        Report By
 AA4636  HISTORY     - 1970     MONUMENTED       NGS
 AA4636  HISTORY     - 19910906 GOOD             NGS
 AA4636  HISTORY     - 20151201 GOOD             INDIV
 AA4636  HISTORY     - 20250227 GOOD             BEHOAS
 AA4636
 AA4636                          STATION DESCRIPTION
 AA4636
 AA4636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 AA4636'THE STATION IS LOCATED NEAR THE APPROACH END OF RUNWAY 26 AT CENTRAL
 AA4636'WISCONSIN AIRPORT IN MOSINEE, WI.
 AA4636'
 AA4636'THE STATION IS 294.97 FT (89.91 M) NORTHWEST OF THE CENTERLINE END OF
 AA4636'RUNWAY 26, 122.8 FT (37.4 M) NORTHEAST OF RUNWAY LIGHT NO. 51 (SECOND
 AA4636'RUNWAY LIGHT WEST OF THE RUNWAY END), 91.0 FT (27.7 M) NORTHWEST OF
 AA4636'RUNWAY LIGHT NO. 52 (FIRST RUNWAY LIGHT WEST OF THE RUNWAY END), AND
 AA4636'50.0 FT (15.2 M) NORTH FROM THE NORTH EDGE OF RUNWAY 8-26.
 AA4636'
 AA4636'THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK SET IN A CONCRETE
 AA4636'MONUMENT FLUSH WIWTH THE GROUND AND IS STAMPED AP 1970 STA B CWA.
 AA4636'
 AA4636'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. JAMES
 AA4636'HANSFORD, AIRPORT MANAGER, CENTRAL WISCONSIN AIRPORT, 823-1 STATE ROAD
 AA4636'153, MOSINEE, WI 54455, PHONE (715) 693-2147.
 AA4636'
 AA4636'RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
 AA4636
 AA4636                          STATION RECOVERY (1991)
 AA4636
 AA4636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 AA4636'THE STATION IS LOCATED ON THE NORTH SIDE OF RUNWAY 26 ON THE CENTRAL
 AA4636'WISCON AIRPORT.  THE STATION MARK IS A STANDARD TOPOGRAPHIC DISK,
 AA4636'STAMPED---AP 1970 STA B CWA---, SET IN A 6 INCH SQUARE CONCRETE POST
 AA4636'THAT IS FLUSH WITH THE GROUND.  IT IS 294.97 FT (89.91 M) NORTHWEST OF
 AA4636'TBM-2-70, 122.8 FT (37.4 M) NORTHEAST OF RUNWAY LIGHT 51, SECOND LIGHT
 AA4636'FROM END, 91.0 FT (27.7 M) NORTHWEST OF RUNWAY LIGHT 52, FIRST LIGHT
 AA4636'FROM END, AND 50.0 FT (15.2 M) NORTH OF THE NORTH EDGE OF RUNWAY 26.
 AA4636
 AA4636                          STATION RECOVERY (2015)
 AA4636
 AA4636'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (LTK)
 AA4636'RECOVERED AS DESCRIBED, .5' BELOW GRADE
 AA4636
 AA4636                          STATION RECOVERY (2025)
 AA4636
 AA4636'RECOVERY NOTE BY BECHER-HOPPE ASSOCIATES 2025 (DAK)
 AA4636'NEW DESCRIPTION AS A RESULT OF 2021 AIRPORT RECONSTRUCTION.
 AA4636'
 AA4636'++NOTE THAT AN AIRPORT ESCORT IS REQUIRED TO ACCESS THE STATION.++
 AA4636'
 AA4636'THE STATION IS LOCATED AT THE CENTRAL WISCONSIN AIRPORT (CWA) ABOUT
 AA4636'1.5 MI (2.3 KM) SOUTHEAST OF THE CITY OF MOSINEE.
 AA4636'
 AA4636'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 AA4636'HIGHWAY 51 WITH STATE HIGHWAY 153 (EXIT 179), GO EAST ON STATE HIGHWAY
 AA4636'153 FOR 1.15 MI (1.85 KM) TO FLIGHTLINE DRIVE ON THE RIGHT, TURN RIGHT
 AA4636'AND GO SOUTH ON FLIGHTLINE DRIVE FOR 220 FT (67.1 M) TO AIRPORT
 AA4636'SECURITY GATE I. ENTER THROUGH AIRPORT SECURITY GATE I AND CONTINUE
 AA4636'SOUTH FOR 550 FT (167.6 M) TO TAXIWAY A, TURN LEFT AND GO EAST ON
 AA4636'TAXIWAY A FOR 0.45 MI (0.72 KM) TO TAXIWAY A7 ON THE RIGHT, TURN RIGHT
 AA4636'AND GO SOUTH ON TAXIWAY A7 FOR 315 FT (96.0 M) TO RUNWAY 8-26, TURN
 AA4636'RIGHT AND GO WEST ON RUNWAY 8-26 FOR 210 FT (64.0 M) TO THE STATION ON
 AA4636'THE RIGHT.
 AA4636'
 AA4636'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY TOPOGRAPHIC
 AA4636'STATION DISK SET IN THE TOP OF A 6 INCH (15 CM) SQUARE CONCRETE POST.
 AA4636'THE STATION IS 50 FT (15.2 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF
 AA4636'RUNWAY 8-26, 58.4 FT (17.8 M) WEST OF THE NORTHWEST CORNER OF A
 AA4636'CONCRETE SIGN BASE AND 77.7 FT (23.7 M) NORTHEAST OF A RUNWAY LIGHT.
 AA4636'NOTE-THE STATION IS RECESSED ABOUT 9 INCHES (23 CM) LOWER THAN
 AA4636'SURROUNDING GRADE. THIS MARK IS DESIGNATED AS PACS(PRIMARY AIRPORT
 AA4636'CONTROL STATION).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1131 ***********************************************************************
 RL1131  DESIGNATION -  AP 6
 RL1131  PID         -  RL1131
 RL1131  STATE/COUNTY-  WI/VILAS
 RL1131  COUNTRY     -  US
 RL1131  USGS QUAD   -  WINCHESTER (2018)
 RL1131
 RL1131                         *CURRENT SURVEY CONTROL
 RL1131  ______________________________________________________________________
 RL1131* NAD 83(1986) POSITION- 46 13 14.61   (N) 089 53 48.44   (W)   HD_HELD1
 RL1131* NAVD 88 ORTHO HEIGHT -   510.475 (meters)     1674.78  (feet) ADJUSTED
 RL1131  ______________________________________________________________________
 RL1131  GEOID HEIGHT    -        -30.798 (meters)                     GEOID18
 RL1131  DYNAMIC HEIGHT  -        510.472 (meters)     1674.77  (feet) COMP
 RL1131  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 RL1131
 RL1131  VERT ORDER      -  SECOND    CLASS 0
 RL1131
 RL1131.The horizontal coordinates were determined by differentially corrected
 RL1131.hand held GPS observations or other comparable positioning techniques
 RL1131.and have an estimated accuracy of +/- 3 meters.
 RL1131
 RL1131.The orthometric height was determined by differential leveling and
 RL1131.adjusted by the NATIONAL GEODETIC SURVEY
 RL1131.in June 1991.
 RL1131
 RL1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1131.GEOID18 height accuracy estimate available here.
 RL1131
 RL1131.Click photographs - Photos may exist for this station.
 RL1131
 RL1131.The dynamic height is computed by dividing the NAVD 88
 RL1131.geopotential number by the normal gravity value computed on the
 RL1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1131.degrees latitude (g = 980.6199 gals.).
 RL1131
 RL1131.The modeled gravity was interpolated from observed gravity values.
 RL1131
 RL1131;                    North         East    Units  Estimated Accuracy
 RL1131;SPC WI N     -   117,158.1     607,962.8     MT  (+/- 3 meters HH1 GPS) 
 RL1131
 RL1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7659222651(NAD 83)
 RL1131
 RL1131                          SUPERSEDED SURVEY CONTROL
 RL1131
 RL1131  NGVD 29 (??/??/92)  510.466  (m)         1674.75   (f) ADJ UNCH    2 0
 RL1131
 RL1131.Superseded values are not recommended for survey control.
 RL1131
 RL1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1131.See file dsdata.pdf to determine how the superseded data were derived.
 RL1131
 RL1131_MARKER: DD = SURVEY DISK
 RL1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1131_STAMPING: AP 6 T43N R5E S8 1936
 RL1131_MARK LOGO: USGLO
 RL1131_PROJECTION: RECESSED 10 CENTIMETERS
 RL1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1131+STABILITY: SURFACE MOTION
 RL1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1131+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2017
 RL1131
 RL1131  HISTORY     - Date     Condition        Report By
 RL1131  HISTORY     - 1936     MONUMENTED       USGLO
 RL1131  HISTORY     - 1948     GOOD             CGS
 RL1131  HISTORY     - 20050914 MARK NOT FOUND   WIDT
 RL1131  HISTORY     - 20170330 GOOD             WI-125
 RL1131
 RL1131                          STATION DESCRIPTION
 RL1131
 RL1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1131'AT WINCHESTER.
 RL1131'AT WINCHESTER, 167 FEET SOUTHWEST AND ACROSS A NORTH-SOUTH
 RL1131'STREET FROM THE CENTER OF THE WEST ENTRANCE TO THE WINCHESTER
 RL1131'GRADE SCHOOL, 59 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED
 RL1131'20-INCH HARD MAPLE TREE, 58 FEET WEST OF THE CENTER LINE OF THE
 RL1131'NORTH-SOUTH STREET, 161 FEET SOUTH OF THE CENTER LINE OF AN
 RL1131'EAST-WEST STREET, 141 FEET NORTH OF THE CENTER LINE OF AN
 RL1131'EAST-WEST STREET, AND SET IN THE TOP OF A CONCRETE POST
 RL1131'PROJECTING 1 INCH.
 RL1131
 RL1131                          STATION RECOVERY (2005)
 RL1131
 RL1131'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1131'MARK NOT FOUND.  ADD--ORIGINAL DIMMENSIONS FROM ROADWAYS PLACE STATION
 RL1131'IN AN AREA THAT HAS BEEN REGRADED AND A SEPTIC SYSTEM HAS BEEN
 RL1131'INSTALLED IN THE VACINITY OF THE AREA.  THERE ARE A COUPLE OF MAPLE
 RL1131'TREES OF CORRECT SIZE IN THE AREA, BUT THEY SHOW NO SIGNS OF BLAZED
 RL1131'TRIANGLES.
 RL1131
 RL1131                          STATION RECOVERY (2017)
 RL1131
 RL1131'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2017 (ARJ)
 RL1131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0276 ***********************************************************************
 PN0276  DESIGNATION -  AP STA A
 PN0276  PID         -  PN0276
 PN0276  STATE/COUNTY-  WI/OUTAGAMIE
 PN0276  COUNTRY     -  US
 PN0276  USGS QUAD   -  GREENVILLE (2018)
 PN0276
 PN0276                         *CURRENT SURVEY CONTROL
 PN0276  ______________________________________________________________________
 PN0276* NAD 83(1986) POSITION- 44 15 17.     (N) 088 30 44.     (W)   SCALED
 PN0276* NAVD 88 ORTHO HEIGHT -   264.063 (meters)      866.35  (feet) ADJUSTED
 PN0276  ______________________________________________________________________
 PN0276  GEOID HEIGHT    -        -36.371 (meters)                     GEOID18
 PN0276  DYNAMIC HEIGHT  -        264.018 (meters)      866.20  (feet) COMP
 PN0276  MODELED GRAVITY -    980,443.2   (mgal)                       NAVD 88
 PN0276
 PN0276  VERT ORDER      -  SECOND    CLASS 0
 PN0276
 PN0276.This mark is at Outagamie County Airport (ATW)
 PN0276
 PN0276.The horizontal coordinates were scaled from a map and have
 PN0276.an estimated accuracy of +/- 6 seconds.
 PN0276
 PN0276.The orthometric height was determined by differential leveling and
 PN0276.adjusted by the NATIONAL GEODETIC SURVEY
 PN0276.in June 1991.
 PN0276
 PN0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0276.GEOID18 height accuracy estimate available here.
 PN0276
 PN0276.Click photographs - Photos may exist for this station.
 PN0276
 PN0276.The dynamic height is computed by dividing the NAVD 88
 PN0276.geopotential number by the normal gravity value computed on the
 PN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0276.degrees latitude (g = 980.6199 gals.).
 PN0276
 PN0276.The modeled gravity was interpolated from observed gravity values.
 PN0276
 PN0276;                    North         East    Units  Estimated Accuracy
 PN0276;SPC WI C     -    47,910.      718,810.      MT  (+/- 180 meters Scaled)
 PN0276
 PN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ792012(NAD 83)
 PN0276
 PN0276                          SUPERSEDED SURVEY CONTROL
 PN0276
 PN0276  NGVD 29 (??/??/92)  264.093  (m)          866.45   (f) ADJ UNCH    2 0
 PN0276
 PN0276.Superseded values are not recommended for survey control.
 PN0276
 PN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0276.See file dsdata.pdf to determine how the superseded data were derived.
 PN0276
 PN0276_MARKER: DT = TOPOGRAPHIC STATION DISK
 PN0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0276_STAMPING: AP 1965 STA A
 PN0276_MARK LOGO: CGS
 PN0276_PROJECTION: FLUSH
 PN0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0276+STABILITY: SURFACE MOTION
 PN0276
 PN0276  HISTORY     - Date     Condition        Report By
 PN0276  HISTORY     - 1965     MONUMENTED       CGS
 PN0276  HISTORY     - 1969     GOOD             CGS
 PN0276
 PN0276                          STATION DESCRIPTION
 PN0276
 PN0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PN0276'4.5 MI NW FROM MENASHA.
 PN0276'THE STATION IS LOCATED NEAR THE EAST END OF RUNWAY 11-29 OF
 PN0276'THE NEW OUTAGAMIE COUNTY AIRPORT-- 146.2 FT. WEST OF THE SOUTHEAST
 PN0276'CORNER OF THE RUNWAY, 98.6 FT. SOUTHEAST OF THE SECOND RUNWAY
 PN0276'LIGHT WEST OF THE RUNWAY END, 86.6 FT. SOUTHWEST OF THE FIRST
 PN0276'LIGHT.  THE MARK IS A COPPERWELD PIPE STAMPED AS NOTED SET IN
 PN0276'AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 PN0276
 PN0276                          STATION RECOVERY (1969)
 PN0276
 PN0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 PN0276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0124 ***********************************************************************
 PM0124  PACS        -  This is a Primary Airport Control Station.
 PM0124  DESIGNATION -  AP STA A
 PM0124  PID         -  PM0124
 PM0124  STATE/COUNTY-  WI/MANITOWOC
 PM0124  COUNTRY     -  US
 PM0124  USGS QUAD   -  MISHICOT (2018)
 PM0124
 PM0124                         *CURRENT SURVEY CONTROL
 PM0124  ______________________________________________________________________
 PM0124* NAD 83(2011) POSITION- 44 07 48.94826(N) 087 40 56.54017(W)   ADJUSTED
 PM0124* NAD 83(2011) ELLIP HT-   161.615 (meters)        (08/18/18)   ADJUSTED
 PM0124* NAD 83(2011) EPOCH   -  2010.00
 PM0124* NAVD 88 ORTHO HEIGHT -   197.798 (meters)      648.94  (feet) ADJUSTED
 PM0124  ______________________________________________________________________
 PM0124  GEOID HEIGHT    -        -36.179 (meters)                     GEOID18
 PM0124  NAD 83(2011) X  -    185,435.026 (meters)                     COMP
 PM0124  NAD 83(2011) Y  - -4,581,775.070 (meters)                     COMP
 PM0124  NAD 83(2011) Z  -  4,418,604.447 (meters)                     COMP
 PM0124  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 PM0124  DYNAMIC HEIGHT  -        197.766 (meters)      648.84  (feet) COMP
 PM0124  MODELED GRAVITY -    980,454.6   (mgal)                       NAVD 88
 PM0124
 PM0124  VERT ORDER      -  SECOND    CLASS I
 PM0124
 PM0124  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PM0124  Standards:
 PM0124         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PM0124            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PM0124  -------------------------------------------------------------------
 PM0124  NETWORK    0.46   0.71           0.21   0.16   0.36     -0.09970834
 PM0124  -------------------------------------------------------------------
 PM0124  Click here for local accuracies and other accuracy information.
 PM0124
 PM0124.This mark is at Manitowoc Airport (MTW)
 PM0124
 PM0124.The horizontal coordinates were established by GPS observations
 PM0124.and adjusted by the National Geodetic Survey in June 2012.
 PM0124
 PM0124.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PM0124.been affixed to the stable North American tectonic plate. See 
 PM0124.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PM0124
 PM0124.The horizontal coordinates are valid at the epoch date displayed above
 PM0124.which is a decimal equivalence of Year/Month/Day.
 PM0124
 PM0124.The orthometric height was determined by differential leveling and
 PM0124.adjusted by the NATIONAL GEODETIC SURVEY
 PM0124.in September 2018.
 PM0124
 PM0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0124.GEOID18 height accuracy estimate available here.
 PM0124
 PM0124.Click photographs - Photos may exist for this station.
 PM0124
 PM0124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0124
 PM0124.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0124
 PM0124.The ellipsoidal height was determined by GPS observations
 PM0124.and is referenced to NAD 83.
 PM0124
 PM0124.The dynamic height is computed by dividing the NAVD 88
 PM0124.geopotential number by the normal gravity value computed on the
 PM0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0124.degrees latitude (g = 980.6199 gals.).
 PM0124
 PM0124.The modeled gravity was interpolated from observed gravity values.
 PM0124
 PM0124. The following values were computed from the NAD 83(2011) position.
 PM0124
 PM0124;                    North         East     Units Scale Factor Converg.
 PM0124;SPC WI S     -   239,238.558   785,459.544   MT  1.00001354   +1 35 32.8
 PM0124;SPC WI S     -   784,901.84  2,576,961.85   sFT  1.00001354   +1 35 32.8
 PM0124;UTM  16      - 4,886,567.422   445,411.207   MT  0.99963665   -0 28 30.5
 PM0124
 PM0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0124!SPC WI S     -   0.99997466  x   1.00001354  =   0.99998820
 PM0124!UTM  16      -   0.99997466  x   0.99963665  =   0.99961132
 PM0124
 PM0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4541186567(NAD 83)
 PM0124
 PM0124                          SUPERSEDED SURVEY CONTROL
 PM0124
 PM0124  ELLIP H (06/27/12)  161.549  (m)                       GP(2010.00)    
 PM0124  NAD 83(2007)-  44 07 48.94832(N)    087 40 56.54092(W) AD(2002.00) 0
 PM0124  ELLIP H (02/10/07)  161.600  (m)                       GP(2002.00)    
 PM0124  NAD 83(1997)-  44 07 48.94838(N)    087 40 56.54120(W) AD(       ) A
 PM0124  ELLIP H (04/28/99)  161.588  (m)                       GP(       ) 3 1
 PM0124  NAD 83(1994)-  44 07 48.94641(N)    087 40 56.54226(W) AD(       ) 3
 PM0124  NAD 83(1991)-  44 07 48.95008(N)    087 40 56.54910(W) AD(       ) 3
 PM0124  NAD 83(1986)-  44 07 48.93741(N)    087 40 56.54052(W) AD(       ) 3
 PM0124  NAD 27      -  44 07 48.95579(N)    087 40 56.23700(W) AD(       ) 3
 PM0124  NAVD 88 (05/08/12)  197.745  (m)          648.77   (f) SUPERSEDED  2 1
 PM0124  NAVD 88 (04/20/07)  197.696  (m)          648.61   (f) SUPERSEDED  2 1
 PM0124  NAVD 88 (05/16/03)  197.743  (m)          648.76   (f) SUPERSEDED  2 1
 PM0124  NAVD 88             197.70   (m)          648.6    (f) LEVELING    3  
 PM0124  NAVD 88 (06/15/91)  197.696  (m)          648.61   (f) SUPERSEDED  1 0
 PM0124  NGVD 29 (??/??/92)  197.70   (m)          648.6    (f) COMPUTED    1 0
 PM0124  NGVD 29             197.66   (m)          648.5    (f) LEVELING    3  
 PM0124
 PM0124.Superseded values are not recommended for survey control.
 PM0124
 PM0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0124.See file dsdata.pdf to determine how the superseded data were derived.
 PM0124
 PM0124_MARKER: DT = TOPOGRAPHIC STATION DISK
 PM0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0124_STAMPING: AP STA A 1965
 PM0124_MARK LOGO: CGS
 PM0124_PROJECTION: FLUSH
 PM0124_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0124+STABILITY: SURFACE MOTION
 PM0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0124+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2018
 PM0124
 PM0124  HISTORY     - Date     Condition        Report By
 PM0124  HISTORY     - 1965     MONUMENTED       CGS
 PM0124  HISTORY     - 1972     GOOD             NGS
 PM0124  HISTORY     - 1983     GOOD             NGS
 PM0124  HISTORY     - 1983     GOOD             USGS
 PM0124  HISTORY     - 19880711 GOOD             NGS
 PM0124  HISTORY     - 19930511 POOR             NOS
 PM0124  HISTORY     - 19971211 GOOD             NGS
 PM0124  HISTORY     - 20010614 GOOD             WIDT
 PM0124  HISTORY     - 20060410 GOOD             WIDT
 PM0124  HISTORY     - 20101021 GOOD             WOOLPT
 PM0124  HISTORY     - 20180612 GOOD             WIDT
 PM0124
 PM0124                          STATION DESCRIPTION
 PM0124
 PM0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (VES)
 PM0124'THE STATION IS LOCATED NE OF THE INTERSECTION OF RUNWAYS 7-25 AND
 PM0124'17-35--193.5 FT. N OF THE CENTERLINE OF RUNWAY 7-25, 109.9 FT. E OF
 PM0124'THE CENTERLINE OF RUNWAY 18-35, 55.9 FT. NE OF THE FIRST RUNWAY
 PM0124'LIGHT N OF THE INTERSECTION.  THE MARK IS A STANDARD TOPO. DISK
 PM0124'STAMPED, AP 1965 STA A, SET IN A 10-INCH CONCRETE POST FLUSH WITH
 PM0124'THE GROUND.
 PM0124
 PM0124                          STATION RECOVERY (1972)
 PM0124
 PM0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0124'AT MANITOWOC.
 PM0124'AT MANITOWOC, AT THE MANITOWOC-SHEBOYGAN AIRPORT, ABOUT 0.9
 PM0124'MILE NORTH OF THE OFFICE BUILDING AND HANGAR, ABOUT 0.2 MILE
 PM0124'NORTHWEST OF A CONTROL BUILDING WITH A WHITE DOME, 193 1/2 FEET
 PM0124'NORTH OF THE CENTER LINE OF RUNWAY 7-25, 110 FEET EAST OF THE
 PM0124'CENTER LINE OF RUNWAY 17-35, 60.5 FEET EAST OF THE EAST EDGE OF
 PM0124'RUNWAY 17-35, 0.15 MILE NORTHWEST OF ARP 1965 DESCRIBED, 1 1/2
 PM0124'FEET BELOW THE LEVEL OF THE RUNWAY AND SET IN THE TOP OF A
 PM0124'CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  SEC 12,
 PM0124'T 19 N, R 23 E.
 PM0124
 PM0124                          STATION RECOVERY (1983)
 PM0124
 PM0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 PM0124'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PM0124'
 PM0124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE MANITO WOC
 PM0124'COUNTY AIRPORT.
 PM0124
 PM0124                          STATION RECOVERY (1983)
 PM0124
 PM0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PM0124'RECOVERED IN GOOD CONDITION.
 PM0124
 PM0124                          STATION RECOVERY (1988)
 PM0124
 PM0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PM0124'THE STATION IS LOCATED NE OF THE INTERSECTION OF RUNWAYS 7-25 AND
 PM0124'17-35, 193.5 FT (59.0 M) N OF THE CENTERLINE OF RUNWAY 7-25, 109.9 FT
 PM0124'(33.5 M) E OF THE CENTERLINE OF RUNWAY 17-35, AND 84.4 FT (25.7 M) NE
 PM0124'OF THE FIRST RUNWAY LIGHT FOR 17-35 N OF RUNWAY 7-25.  THE MARK IS A
 PM0124'STANDARD USCGS TOPOGRAPHIC DISK STAMPED---AP 1965 STA A---, SET IN A
 PM0124'10 INCH CONCRETE POST FLUSH WITH THE GROUND.
 PM0124
 PM0124                          STATION RECOVERY (1993)
 PM0124
 PM0124'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 PM0124'RECOVERED AS DESCRIBED.  STATION SHOWS SIGNS OF FROST HEAVE AND SHOULD
 PM0124'BE USED WITH CAUTION. FOR ACCESS TO THE AIRPORT AND THE STATION
 PM0124'CONTACT MR. PAUL HANSON, AIRPORT SUPERINTENDENT, MANITOWOC COUNTY
 PM0124'AIRPORT, MENASHA AVENUE, MANITOWOC, WI 54220, PHONE (414) 683-4594.
 PM0124
 PM0124                          STATION RECOVERY (1997)
 PM0124
 PM0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PM0124'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR
 PM0124'THE MANITOWOC COUNTY (MTW) AIRPORT.  THE STATION IS LOCATED NEAR THE
 PM0124'NORTHWEST SIDE OF MAITOWOC ON THE MANITOWOC COUNTY AIRPORT.
 PM0124'OWNERSHIP--MANITOWOC COUNTY AIRPORT, PAUL A.  HANSON MANAGER, MENASHA
 PM0124'AVENUE, MANITOWOC WI.  54220, PHONE (920) 683-4594 OR 920-793-1259. TO
 PM0124'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 AND STATE HIGHWAYS 10
 PM0124'AND 42 (EXIT 152) 1.6 KM (1.00 MI) WEST OF MANITOWOC, GO EAST ON STATE
 PM0124'HIGHWAY 10 FOR 2.42 KM (1.50 MI) TO RAPIDS ROAD, TURN LEFT AND GO
 PM0124'NORTH ON RAPIDS ROAD FOR 2.06 KM (1.30 MI) TO COUNTY ROAD P, TURN
 PM0124'RIGHT AND GO EAST ON COUNTY ROAD P FOR 2.29 KM (1.40 MI) TO FREEDOMS
 PM0124'WAY (THE AIRPORT ENTRANCE ROAD) , TURN LEFT AND GO NORTH ON FREEDOMS
 PM0124'WAY FOR 0.39 KM, (0.25 MI) .  TURN RIGHT AND GO EAST ACROSS A PARKING
 PM0124'LOT THROUGH A GATE AND ACROSS AN APRON FOR 0.14 KM (0.10 MI) TO A
 PM0124'TAXIWAY, TURN LEFT AND GO NORTH ALONG THE TAXIWAY FOR 0.96 KM (0.60
 PM0124'MI) TO RUNWAY 7-25, TURN RIGHT AND GO EAST ALONG RUNWAY 7-25 FOR 0.16
 PM0124'KM (0.10 MI) TO THE STATION ON THE LEFT.  THE STATION IS A CGS
 PM0124'TOPOGRAPHIC STATION DISK IN TOP OF A CONCRETE POST FLUSH WITH THE
 PM0124'GROUND SURFACE.  IT IS, 58.9 M (193.2 FT) NORTH OF THE CENTERLINE OF
 PM0124'RUNWAY 7-25, 33.7 M (110.6 FT) EAST OF THE CENTERLINE OF RUNWAY 17-35,
 PM0124'25.7 M (84.3 FT) NORTHEAST OF THE 1ST RUNWAY LIGHT OF RUNWAY 17-35
 PM0124'NORTH OF RUNWAY 7-25, 12.3 M (40.4 FT) EAST OF THE EAST END OF RUNWAY
 PM0124'SIGN (25-7) , 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAYS, AND 0.15
 PM0124'M (0.49 FT) SOUTH OF A WITNESS POST.
 PM0124
 PM0124                          STATION RECOVERY (2001)
 PM0124
 PM0124'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0124'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF MANITOWOC AT THE
 PM0124'MANITOWOC COUNTY AIRPORT.  OWNERSHIP--MANITOWOC COUNTY AIRPORT, AL
 PM0124'BARRS MANAGER, 1815 FREEDOMS WAY, MANITOWOC WI. 54220, PHONE (920)
 PM0124'682-0043, FAX (920) 682-0044. TO REACH THE STATION FROM THE JUNCTION
 PM0124'OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAYS 10 AND 42 (EXIT 152)
 PM0124'ABOUT 1.6 KM WEST OF THE CITY OF MANITOWOC, GO EAST ON STATE HIGHWAY
 PM0124'10 FOR 2.4 KM TO RAPIDS ROAD, TURN LEFT AND GO NORTH ON RAPIDS ROAD
 PM0124'FOR 2.1 KM TO COUNTY ROAD P, TURN RIGHT AND GO EAST ON COUNTY ROAD P
 PM0124'FOR 2.3 KM TO FREEDOMS WAY (THE AIRPORT ENTRANCE ROAD), TURN LEFT AND
 PM0124'GO NORTH ON FREEDOMS WAY FOR 0.4 KM, TURN RIGHT AND GO EAST ACROSS A
 PM0124'PARKING LOT THROUGH A GATE AND ACROSS AN APRON FOR 0.1 KM TO A
 PM0124'TAXIWAY, TURN LEFT AND GO NORTH ALONG THE TAXIWAY FOR 1.0 KM TO
 PM0124'RUNWAY 25-7, TURN RIGHT AND GO EAST ALONG RUNWAY 25-7 FOR 0.2 KM TO
 PM0124'THE STATION ON THE LEFT. THE STATION IS A BRONZE US COAST AND
 PM0124'GEODETIC SURVEY TOPOGRAPHIC STATION DISK SET IN THE TOP OF A 24-CM
 PM0124'SQUARE CONCRETE POST AND ABOUT LEVEL WITH THE RUNWAY PAVEMENT. THE
 PM0124'STATION IS 33.5 M EAST OF THE CENTERLINE OF RUNWAY 35-17, 59.3 M
 PM0124'NORTH OF THE CENTERLINE OF RUNWAY 25-7, 25.8 M NORTHEAST OF THE RED
 PM0124'AND BLUE RUNWAY LIGHT AT END OF INTERSECTION OF RUNWAYS 25-7 AND
 PM0124'35-17, 12.1 M EAST OF THE EAST END OF A PLASTIC AIRPORT RUNWAY
 PM0124'--25-7-- SIGN  AND 0.2 M SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 PM0124'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 PM0124'THAN 15 DEGREES ABOVE THE HORIZON.
 PM0124
 PM0124                          STATION RECOVERY (2006)
 PM0124
 PM0124'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 PM0124'RECOVERED IN GOOD CONDITION.  NOTE-- THE AIRPORT MANAGER IS CHUCK
 PM0124'BEHNKE, OFFICE 920-683-4351, WORK CELL 920-323-6504.
 PM0124
 PM0124                          STATION RECOVERY (2010)
 PM0124
 PM0124'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DPM)
 PM0124'MARK IS SUITABLE FOR SURVEY GRADE GPS OBSERVATIONS.
 PM0124
 PM0124                          STATION RECOVERY (2018)
 PM0124
 PM0124'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 PM0124'RECOVERED AS DESCRIBED.
 PM0124'
 PM0124'NOTE-MARK SHOWS SIGNS OF FROST HEAVE AND SHOULD BE USED WITH CAUTION.
 PM0124'THE AIRPORT MANAGER IS GARY ROBINSON, OFFICE 920-682-7083, MOBILE
 PM0124'920-323-6507.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0357 ***********************************************************************
 NG0357  DESIGNATION -  AP STA A 2
 NG0357  PID         -  NG0357
 NG0357  STATE/COUNTY-  WI/MILWAUKEE
 NG0357  COUNTRY     -  US
 NG0357  USGS QUAD   -  GREENDALE (2018)
 NG0357
 NG0357                         *CURRENT SURVEY CONTROL
 NG0357  ______________________________________________________________________
 NG0357* NAD 83(1986) POSITION- 42 57 29.73   (N) 087 53 32.33   (W)   HD_HELD1
 NG0357* NAVD 88 ORTHO HEIGHT -   203.937 (meters)      669.08  (feet) ADJUSTED
 NG0357  ______________________________________________________________________
 NG0357  GEOID HEIGHT    -        -35.048 (meters)                     GEOID18
 NG0357  DYNAMIC HEIGHT  -        203.882 (meters)      668.90  (feet) COMP
 NG0357  MODELED GRAVITY -    980,342.3   (mgal)                       NAVD 88
 NG0357
 NG0357  VERT ORDER      -  SECOND    CLASS I
 NG0357
 NG0357.This mark is at General Mitchell Intl Airport (MKE)
 NG0357
 NG0357.The horizontal coordinates were determined by differentially corrected
 NG0357.hand held GPS observations or other comparable positioning techniques
 NG0357.and have an estimated accuracy of +/- 3 meters.
 NG0357
 NG0357.The orthometric height was determined by differential leveling and
 NG0357.adjusted by the WI DEPT OF TRANSP
 NG0357.in May 2012.
 NG0357
 NG0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0357.GEOID18 height accuracy estimate available here.
 NG0357
 NG0357.Click photographs - Photos may exist for this station.
 NG0357
 NG0357.The dynamic height is computed by dividing the NAVD 88
 NG0357.geopotential number by the normal gravity value computed on the
 NG0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0357.degrees latitude (g = 980.6199 gals.).
 NG0357
 NG0357.The modeled gravity was interpolated from observed gravity values.
 NG0357
 NG0357;                    North         East    Units  Estimated Accuracy
 NG0357;SPC WI S     -   108,626.8     771,954.3     MT  (+/- 3 meters HH1 GPS) 
 NG0357
 NG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2721956565(NAD 83)
 NG0357
 NG0357                          SUPERSEDED SURVEY CONTROL
 NG0357
 NG0357  NAVD 88 (06/15/91)  203.937  (m)          669.08   (f) SUPERSEDED  1 0
 NG0357  NGVD 29 (??/??/92)  204.02   (m)          669.4    (f) COMPUTED    1 0
 NG0357
 NG0357.Superseded values are not recommended for survey control.
 NG0357
 NG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0357.See file dsdata.pdf to determine how the superseded data were derived.
 NG0357
 NG0357_MARKER: DT = TOPOGRAPHIC STATION DISK
 NG0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0357_STAMPING: AP 1965 STA A 2
 NG0357_MARK LOGO: CGS
 NG0357_PROJECTION: FLUSH
 NG0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0357+STABILITY: SURFACE MOTION
 NG0357
 NG0357  HISTORY     - Date     Condition        Report By
 NG0357  HISTORY     - 1965     MONUMENTED       CGS
 NG0357  HISTORY     - 1972     GOOD             NGS
 NG0357  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NG0357
 NG0357                          STATION DESCRIPTION
 NG0357
 NG0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0357'1.4 MI W FROM CUDAHY.
 NG0357'ABOUT 1.45 MILES WEST ALONG LAYTON AVENUE FROM THE CHICAGO AND
 NG0357'NORTH WESTERN RAILWAY STATION AT CUDAHY, AT THE GENERAL MITCHELL
 NG0357'FIELD AIRPORT, 113 FEET SOUTH OF THE CENTER LINE OF A PAVED
 NG0357'SERVICE ROAD, 271.5 FEET SOUTH OF A CHAIN LINK FENCE, 55.3 FEET
 NG0357'EAST OF THE NORTHEAST CORNER OF CONCRETE RUNWAY 19R, 48.9 FEET
 NG0357'SOUTHEAST OF THE MOST EASTERLY ONE OF FOUR THRESHOLD LIGHTS,
 NG0357'56.2 FEET EAST OF AP 1960 STA A, 9915 FEET NORTH OF BM AP 1960
 NG0357'STA B DESCRIBED AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 NG0357'THE LEVEL OF THE GROUND.  SEC 28, T6N, R22E
 NG0357
 NG0357                          STATION RECOVERY (1991)
 NG0357
 NG0357'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 NG0357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0284 ***********************************************************************
 PN0284  DESIGNATION -  AP STA B
 PN0284  PID         -  PN0284
 PN0284  STATE/COUNTY-  WI/WAUPACA
 PN0284  COUNTRY     -  US
 PN0284  USGS QUAD   -  BEAR CREEK (2018)
 PN0284
 PN0284                         *CURRENT SURVEY CONTROL
 PN0284  ______________________________________________________________________
 PN0284* NAD 83(2011) POSITION- 44 37 00.58860(N) 088 44 10.04701(W)   ADJUSTED
 PN0284* NAD 83(2011) ELLIP HT-   213.308 (meters)        (06/27/12)   ADJUSTED
 PN0284* NAD 83(2011) EPOCH   -  2010.00
 PN0284* NAVD 88 ORTHO HEIGHT -   249.696 (meters)      819.21  (feet) ADJUSTED
 PN0284  ______________________________________________________________________
 PN0284  GEOID HEIGHT    -        -36.378 (meters)                     GEOID18
 PN0284  NAD 83(2011) X  -    100,309.771 (meters)                     COMP
 PN0284  NAD 83(2011) Y  - -4,546,644.663 (meters)                     COMP
 PN0284  NAD 83(2011) Z  -  4,457,288.525 (meters)                     COMP
 PN0284  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 PN0284  DYNAMIC HEIGHT  -        249.659 (meters)      819.09  (feet) COMP
 PN0284  MODELED GRAVITY -    980,464.4   (mgal)                       NAVD 88
 PN0284
 PN0284  VERT ORDER      -  SECOND    CLASS I
 PN0284
 PN0284  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PN0284  Standards:
 PN0284         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PN0284            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PN0284  -------------------------------------------------------------------
 PN0284  NETWORK    1.03   1.88           0.47   0.36   0.96     -0.04133992
 PN0284  -------------------------------------------------------------------
 PN0284  Click here for local accuracies and other accuracy information.
 PN0284
 PN0284.This mark is at Clintonville Airport (CLI)
 PN0284
 PN0284.The horizontal coordinates were established by GPS observations
 PN0284.and adjusted by the National Geodetic Survey in June 2012.
 PN0284
 PN0284.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PN0284.been affixed to the stable North American tectonic plate. See 
 PN0284.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PN0284
 PN0284.The horizontal coordinates are valid at the epoch date displayed above
 PN0284.which is a decimal equivalence of Year/Month/Day.
 PN0284
 PN0284.The orthometric height was determined by differential leveling and
 PN0284.adjusted by the WI DEPT OF TRANSP
 PN0284.in May 2012.
 PN0284
 PN0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0284.GEOID18 height accuracy estimate available here.
 PN0284
 PN0284.Click photographs - Photos may exist for this station.
 PN0284
 PN0284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN0284
 PN0284.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0284
 PN0284.The ellipsoidal height was determined by GPS observations
 PN0284.and is referenced to NAD 83.
 PN0284
 PN0284.The dynamic height is computed by dividing the NAVD 88
 PN0284.geopotential number by the normal gravity value computed on the
 PN0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0284.degrees latitude (g = 980.6199 gals.).
 PN0284
 PN0284.The modeled gravity was interpolated from observed gravity values.
 PN0284
 PN0284. The following values were computed from the NAD 83(2011) position.
 PN0284
 PN0284;                    North         East     Units Scale Factor Converg.
 PN0284;SPC WI C     -    87,841.223   700,305.582   MT  0.99995090   +0 53 30.3
 PN0284;SPC WI C     -   288,192.41  2,297,585.90   sFT  0.99995090   +0 53 30.3
 PN0284;UTM  16      - 4,941,852.489   362,257.622   MT  0.99983332   -1 13 10.5
 PN0284
 PN0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0284!SPC WI C     -   0.99996656  x   0.99995090  =   0.99991746
 PN0284!UTM  16      -   0.99996656  x   0.99983332  =   0.99979988
 PN0284
 PN0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6225741852(NAD 83)
 PN0284
 PN0284|---------------------------------------------------------------------|
 PN0284| PID    Reference Object                     Distance      Geod. Az  |
 PN0284|                                                           dddmmss.s |
 PN0284| PN1351 CLINTONVILLE GPS AZ MK              394.190 METERS 10749     |
 PN0284|---------------------------------------------------------------------|
 PN0284
 PN0284                          SUPERSEDED SURVEY CONTROL
 PN0284
 PN0284  NAD 83(2007)-  44 37 00.58859(N)    088 44 10.04797(W) AD(2002.00) 0
 PN0284  ELLIP H (02/10/07)  213.353  (m)                       GP(2002.00)    
 PN0284  NAD 83(1997)-  44 37 00.58867(N)    088 44 10.04843(W) AD(       ) A
 PN0284  ELLIP H (04/28/99)  213.356  (m)                       GP(       ) 3 1
 PN0284  NAD 83(1991)-  44 37 00.58773(N)    088 44 10.04717(W) AD(       ) 3
 PN0284  ELLIP H (08/19/91)  213.406  (m)                       GP(       ) 4 1
 PN0284  NAVD 88 (07/08/08)  249.673  (m)          819.14   (f) SUPERSEDED  2 1
 PN0284  NAVD 88             249.67   (m)          819.1    (f) LEVELING    3  
 PN0284  NAVD 88 (06/15/91)  249.666  (m)          819.11   (f) SUPERSEDED  2 0
 PN0284  NGVD 29 (??/??/92)  249.692  (m)          819.20   (f) ADJ UNCH    2 0
 PN0284  NGVD 29             249.69   (m)          819.2    (f) LEVELING    3  
 PN0284
 PN0284.Superseded values are not recommended for survey control.
 PN0284
 PN0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0284.See file dsdata.pdf to determine how the superseded data were derived.
 PN0284
 PN0284_MARKER: DT = TOPOGRAPHIC STATION DISK
 PN0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0284_STAMPING: AP STA B 1965
 PN0284_MARK LOGO: CGS
 PN0284_PROJECTION: FLUSH
 PN0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0284+STABILITY: SURFACE MOTION
 PN0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0284+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2010
 PN0284
 PN0284  HISTORY     - Date     Condition        Report By
 PN0284  HISTORY     - 1965     MONUMENTED       CGS
 PN0284  HISTORY     - 19850819 GOOD             NGS
 PN0284  HISTORY     - 19900809 GOOD             NGS
 PN0284  HISTORY     - 19971203 GOOD             NGS
 PN0284  HISTORY     - 20020418 GOOD             WIDT
 PN0284  HISTORY     - 20051208 GOOD             WIDT
 PN0284  HISTORY     - 20101026 GOOD             WIDT
 PN0284
 PN0284                          STATION DESCRIPTION
 PN0284
 PN0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PN0284'1 MI SE FROM CLINTONVILLE.
 PN0284'THE STATION IS LOCATED NEAR THE NORTHWEST END OF THE
 PN0284'NORTHWEST-SOUTHEAST RUNWAY, 1.5 FEET EAST OF THE LINE OF THE
 PN0284'SECOND SET OF RUNWAY LIGHTS EAST OF THE TAXIWAY, 100 FEET
 PN0284'NORTHEAST OF THE RUNWAY CENTERLINE, 40.0 FEET NORTHEAST OF THE
 PN0284'RUNWAY LIGHT.  THE MARK IS SET IN AN 8-INCH SQUARE CONCRETE
 PN0284'POST FLUSH WITH THE GROUND.
 PN0284
 PN0284                          STATION RECOVERY (1985)
 PN0284
 PN0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0284'THE STATION IS LOCATED NEAR RUNWAY END 14 AND SE OF THE ENTRANCE OF
 PN0284'THE TAXIWAY AT THAT END.  IT IS 205.5 FT (62.6 M) SE OF THE FIRST
 PN0284'RUNWAY LIGHT SE OF THE TAXIWAY, 100 FT (30.5 M) NE OF THE CENTERLINE
 PN0284'OF THE RUNWAY, 40.0 FT (12.2 M) NE OF THE SECOND LIGHT SE OF THE
 PN0284'TAXIWAY, AND 50.3 FT (15.3 M) NE OF THE NE EDGE OF THE RUNWAY.  THE
 PN0284'STATION IS MARKED WITH A STANDARD USCGS TOPOGRAPHIC DISK, STAMPED---AP
 PN0284'1965 STA B---, SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE
 PN0284'GROUND.
 PN0284
 PN0284                          STATION RECOVERY (1990)
 PN0284
 PN0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PN0284'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST OF CLINTONVILLE, AT
 PN0284'THE CLINTONVILLE MUNICIPAL AIRPORT AND IN THE GRASSY AREA SOUTHEAST
 PN0284'OF THE JUNCTION OF THE TAXIWAY AND THE RUNWAY.  OWNERSHIP--CITY OF
 PN0284'CLINTONVILLE, CITY HALL, 50 10TH STREET, CLINTONVILLE, WI 54929,
 PN0284'PHONE 715-823-5819.  AIRPORT MANAGER IS HERBERT BEHL, PHONE
 PN0284'715-823-6584.
 PN0284'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45, STATE
 PN0284'HIGHWAY 22 AND COUNTY ROAD C IN CLINTONVILLE, GO NORTH ON COMBINED
 PN0284'HIGHWAYS 45 AND 22 FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF 7TH
 PN0284'STREET ON THE RIGHT, TURN RIGHT, EAST, ON 7TH STREET FOR 2.6 KM
 PN0284'(1.6 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT, TURN RIGHT,
 PN0284'SOUTH-SOUTHEASTERLY, ON THE ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO
 PN0284'THE APRON, GO SOUTHWEST ACROSS THE APRON TO THE JUNCTION OF THE
 PN0284'TAXIWAYS, GO NORTHWEST ALONG THE TAXIWAY TO THE JUNCTION OF RUNWAY,
 PN0284'TURN LEFT SOUTHEAST ALONG THE RUNWAY FOR 0.08 KM (0.05 MI) TO THE 2ND
 PN0284'RUNWAY LIGHT AND THE STATION ON THE LEFT.
 PN0284'THE STATION IS LOCATED, 62.64 M (205.51 FT) EAST-SOUTHEAST OF THE 1ST
 PN0284'RUNWAY LIGHT SOUTHEAST OF THE TAXIWAY, 30.48 M (100.00 FT) NORTHEAST
 PN0284'OF THE CENTER OF RUNWAY 14, 12.19 M (39.99 FT) NORTHEAST OF THE 2ND
 PN0284'RUNWAY LIGHT SOUTHEAST OF THE TAXIWAY AND 0.25 M (0.82 FT) SOUTHWEST
 PN0284'OF A FIBERGLASS WITNESS POST.
 PN0284
 PN0284                          STATION RECOVERY (1997)
 PN0284
 PN0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PN0284'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF CLINTONVILLE, AT
 PN0284'THE CLINTONVILLE MUNICIPAL AIRPORT (CLI) , NORTHEAST OF RUNWAY 14.
 PN0284'OWNERSHIP-- THE CITY OF CLINTONVILLE, CITY HALL, 50 10TH STREET,
 PN0284'CLINTONVILLE, WI 54929.  PHONE 715-823-5819.  THE AIRPORT MANAGER IS
 PN0284'HERBERT BEHL, PHONE 715-823-7690.  TO REACH THE STATION FROM THE
 PN0284'JUNCTION OF U.S.  HUGHWAY 45 (WEST) AND STATE HIGHWAY 22 IN
 PN0284'CLINTONVILLE, GO NORTH ON HIGHWAY 22 FOR 0.24 KM (0.15 MI) TO THE
 PN0284'INTERSECTION OF 7TH STREET,TURN RIGHT, EAST, GO ON 7TH STREET FOR 2.5
 PN0284'KM (1.55 MI) TO THE AIRPORT ENTRANCE, TURN RIGHT, SOUTH, GO 0.41 KM
 PN0284'(0.25 MI) SOUTHERLY TO THE AIRPORT OFFICE, FROM THE EAST CORNER OF THE
 PN0284'OFFICE GO SOUTH ACROSS AN APRON FOR 75 METERS (246.1 FT) TO A TAXIWAY,
 PN0284'TURN RIGHT, NORTHWEST, GO 0.47 KM (0.30 MI) ALONG THE TAXIWAY TO THE
 PN0284'CORNER, TURN LEFT, SOUTHWEST, GO 0.17 KM (0.10 MI) TO THE RUNWAY, TURN
 PN0284'LEFT, SOUTHEAST, AND GO 0.21 KM (0.15 MI) ALONG THE RUNWAY TO THE
 PN0284'STATION ON THE LEFT.  THE STATION IS 50.0 M (164.0 FT) EAST IF THE 3RD
 PN0284'RUNWAY LIGHT SOUTHEAST OF THE TAXIWAY, 30.6 M (100.4 FT) NORTHEAST OF
 PN0284'THE RUNWAY CENTER LINE, 18.4 M (60.4 FT) NORTH OF THE 4TH RUNWAY
 PN0284'LIGHT, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, LEVEL WITH THE
 PN0284'RUNWAY AND THE MONUMENT IS FLUSH WITH THE GROUND.  NOTE--DUE TO
 PN0284'AIRPORT MODIFICATION THIS MARK CAN NOT BE FOUND WITH THE OLD
 PN0284'DESCRIPTIONS.
 PN0284
 PN0284                          STATION RECOVERY (2002)
 PN0284
 PN0284'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 PN0284'AIRPORT MANAGER IS NOW DOUG ARNDT.
 PN0284
 PN0284                          STATION RECOVERY (2005)
 PN0284
 PN0284'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (EPS)
 PN0284'RECOVERED IN GOOD CONDITION.
 PN0284
 PN0284                          STATION RECOVERY (2010)
 PN0284
 PN0284'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PN0284'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.3 M SOUTHWEST OF
 PN0284'A WHITE PLASTIC WITNESS POST.  NOTE1---THE AIRPORT IS STAFFED ON A
 PN0284'PART TIME BASIS.  CONTACT THE CITY OF CLINTONVILLE PUBLIC WORKS OFFICE
 PN0284'AT 715-823-7685.  MIKE MCCORD IS THE ADMINISTRATOR AT CELL NUMBER
 PN0284'715-250-0220.  NOTE2---THE GATE TO THE AIRPORT IS OPEN DURING DAYLIGHT
 PN0284'HOURS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0122 ***********************************************************************
 PM0122  PACS        -  This is a Primary Airport Control Station.
 PM0122  DESIGNATION -  AP STA B
 PM0122  PID         -  PM0122
 PM0122  STATE/COUNTY-  WI/MANITOWOC
 PM0122  COUNTRY     -  US
 PM0122  USGS QUAD   -  MANITOWOC (2018)
 PM0122
 PM0122                         *CURRENT SURVEY CONTROL
 PM0122  ______________________________________________________________________
 PM0122* NAD 83(2011) POSITION- 44 07 14.67507(N) 087 40 48.14456(W)   ADJUSTED
 PM0122* NAD 83(2011) ELLIP HT-   161.384 (meters)        (06/27/12)   ADJUSTED
 PM0122* NAD 83(2011) EPOCH   -  2010.00
 PM0122* NAVD 88 ORTHO HEIGHT -   197.566 (meters)      648.18  (feet) ADJUSTED
 PM0122  ______________________________________________________________________
 PM0122  GEOID HEIGHT    -        -36.179 (meters)                     GEOID18
 PM0122  NAD 83(2011) X  -    185,651.326 (meters)                     COMP
 PM0122  NAD 83(2011) Y  - -4,582,503.276 (meters)                     COMP
 PM0122  NAD 83(2011) Z  -  4,417,844.926 (meters)                     COMP
 PM0122  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 PM0122  DYNAMIC HEIGHT  -        197.534 (meters)      648.08  (feet) COMP
 PM0122  MODELED GRAVITY -    980,453.6   (mgal)                       NAVD 88
 PM0122
 PM0122  VERT ORDER      -  SECOND    CLASS I
 PM0122
 PM0122  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PM0122  Standards:
 PM0122         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PM0122            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PM0122  -------------------------------------------------------------------
 PM0122  NETWORK    0.45   0.69           0.21   0.15   0.35     -0.09124960
 PM0122  -------------------------------------------------------------------
 PM0122  Click here for local accuracies and other accuracy information.
 PM0122
 PM0122.This mark is at Manitowoc Airport (MTW)
 PM0122
 PM0122.The horizontal coordinates were established by GPS observations
 PM0122.and adjusted by the National Geodetic Survey in June 2012.
 PM0122
 PM0122.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PM0122.been affixed to the stable North American tectonic plate. See 
 PM0122.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PM0122
 PM0122.The horizontal coordinates are valid at the epoch date displayed above
 PM0122.which is a decimal equivalence of Year/Month/Day.
 PM0122
 PM0122.The orthometric height was determined by differential leveling and
 PM0122.adjusted by the NATIONAL GEODETIC SURVEY
 PM0122.in September 2018.
 PM0122
 PM0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0122.GEOID18 height accuracy estimate available here.
 PM0122
 PM0122.Click photographs - Photos may exist for this station.
 PM0122
 PM0122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0122
 PM0122.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0122
 PM0122.The ellipsoidal height was determined by GPS observations
 PM0122.and is referenced to NAD 83.
 PM0122
 PM0122.The dynamic height is computed by dividing the NAVD 88
 PM0122.geopotential number by the normal gravity value computed on the
 PM0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0122.degrees latitude (g = 980.6199 gals.).
 PM0122
 PM0122.The modeled gravity was interpolated from observed gravity values.
 PM0122
 PM0122. The following values were computed from the NAD 83(2011) position.
 PM0122
 PM0122;                    North         East     Units Scale Factor Converg.
 PM0122;SPC WI S     -   238,186.295   785,675.542   MT  1.00001143   +1 35 38.6
 PM0122;SPC WI S     -   781,449.54  2,577,670.51   sFT  1.00001143   +1 35 38.6
 PM0122;UTM  16      - 4,885,508.450   445,589.035   MT  0.99963641   -0 28 24.4
 PM0122
 PM0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0122!SPC WI S     -   0.99997470  x   1.00001143  =   0.99998612
 PM0122!UTM  16      -   0.99997470  x   0.99963641  =   0.99961111
 PM0122
 PM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4558985508(NAD 83)
 PM0122
 PM0122                          SUPERSEDED SURVEY CONTROL
 PM0122
 PM0122  NAD 83(2007)-  44 07 14.67514(N)    087 40 48.14540(W) AD(2002.00) 0
 PM0122  ELLIP H (02/10/07)  161.431  (m)                       GP(2002.00)    
 PM0122  NAD 83(1997)-  44 07 14.67532(N)    087 40 48.14555(W) AD(       ) B
 PM0122  ELLIP H (05/03/99)  161.424  (m)                       GP(       ) 4 1
 PM0122  NAD 83(1991)-  44 07 14.67455(N)    087 40 48.14466(W) AD(       ) B
 PM0122  ELLIP H (09/30/94)  161.519  (m)                       GP(       ) 4 2
 PM0122  NAD 83(1991)-  44 07 14.67563(N)    087 40 48.15238(W) AD(       ) 3
 PM0122  NAD 83(1986)-  44 07 14.66281(N)    087 40 48.14398(W) AD(       ) 3
 PM0122  NAD 27      -  44 07 14.68238(N)    087 40 47.84086(W) AD(       ) 3
 PM0122  NAVD 88 (05/08/12)  197.562  (m)          648.17   (f) SUPERSEDED  2 1
 PM0122  NAVD 88 (04/20/07)  197.515  (m)          648.01   (f) SUPERSEDED  2 1
 PM0122  NAVD 88 (05/16/03)  197.562  (m)          648.17   (f) SUPERSEDED  2 1
 PM0122  NAVD 88 (06/15/91)  197.570  (m)          648.19   (f) SUPERSEDED  1 0
 PM0122  NGVD 29 (??/??/92)  197.576  (m)          648.21   (f) ADJ UNCH    1 0
 PM0122  NGVD 29             197.58   (m)          648.2    (f) LEVELING    3  
 PM0122
 PM0122.Superseded values are not recommended for survey control.
 PM0122
 PM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0122.See file dsdata.pdf to determine how the superseded data were derived.
 PM0122
 PM0122_MARKER: DT = TOPOGRAPHIC STATION DISK
 PM0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0122_STAMPING: AP 1965 STA B
 PM0122_MARK LOGO: CGS
 PM0122_PROJECTION: FLUSH
 PM0122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0122+STABILITY: SURFACE MOTION
 PM0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0122+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2018
 PM0122
 PM0122  HISTORY     - Date     Condition        Report By
 PM0122  HISTORY     - 1965     MONUMENTED       CGS
 PM0122  HISTORY     - 1972     GOOD             NGS
 PM0122  HISTORY     - 1983     GOOD             NGS
 PM0122  HISTORY     - 1983     GOOD             USGS
 PM0122  HISTORY     - 19880711 GOOD             NGS
 PM0122  HISTORY     - 19930531 GOOD             NOS
 PM0122  HISTORY     - 20010709 GOOD             WIDT
 PM0122  HISTORY     - 20060410 GOOD             WIDT
 PM0122  HISTORY     - 20100617 GOOD             AEROME
 PM0122  HISTORY     - 20101021 GOOD             WOOLPT
 PM0122  HISTORY     - 20150420 GOOD             WIDT
 PM0122  HISTORY     - 20180612 GOOD             WIDT
 PM0122
 PM0122                          STATION DESCRIPTION
 PM0122
 PM0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (VES)
 PM0122'THE STATION IS LOCATED ON LINE WITH THE S END OF RUNWAY
 PM0122'17-35--109.9 FT. E OF THE RUNWAY CENTERLINE, 70.0 FT. NW OF THE E
 PM0122'THRESHOLD LIGHT.  THE MARK IS A STANDARD TOPO. DISK, STAMPED AP
 PM0122'1965 STA B, SET IN A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE
 PM0122'GROUND.
 PM0122
 PM0122                          STATION RECOVERY (1972)
 PM0122
 PM0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0122'AT MANITOWOC.
 PM0122'AT MANITOWOC, AT THE MANITOWOC-SHEBOYGAN AIRPORT, AT THE SOUTH
 PM0122'END OF THE NORTH-SOUTH RUNWAY (RUNWAY NO. 17-35), 110 FEET EAST
 PM0122'OF A COPPER NAIL AND WASHER IN CENTER LINE OF SOUTH END OF
 PM0122'RUNWAY, 60 FEET EAST OF THE SOUTHEAST CORNER OF THE ASPHALT
 PM0122'PORTION OF RUNWAY, 51 FEET NORTHEAST OF THE MOST EASTERLY ONE
 PM0122'OF THREE BLUE RUNNING LIGHTS, ABOUT 0.25 MILE NORTH OF THE OFFICE
 PM0122'BUILDING AND HANGAR, ABOUT 0.2 MILE EAST OF THE TERMINAL
 PM0122'BUILDING, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PM0122'LEVEL OF THE GROUND.  SEC 18, T 19 N, R 24 E.
 PM0122
 PM0122                          STATION RECOVERY (1983)
 PM0122
 PM0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 PM0122'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PM0122'
 PM0122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE
 PM0122'MANITOWOC COUNTY AIRPORT.
 PM0122
 PM0122                          STATION RECOVERY (1983)
 PM0122
 PM0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PM0122'RECOVERED IN GOOD CONDITION.
 PM0122
 PM0122                          STATION RECOVERY (1988)
 PM0122
 PM0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PM0122'THE STATION IS LOCATED ON LINE WITH THE S END OF RUNWAY 17-35, 183.2
 PM0122'FT (55.8 M) SSE OF THE FIRST RUNWAY LIGHT ON THE E EDGE OF THE RUNWAY,
 PM0122'109.9 FT (33.5 M) E OF THE CENTERLINE, 51.0 FT (15.5 M) ENE OF THE
 PM0122'EASTERNMOST THRESHOLD LIGHT, AND 18.5 FT (5.6 M) WNW OF A REIL.  THE
 PM0122'MARK IS A STANDARD USCGS TOPOGRAPHIC DISK STAMPED---AP 1965 STA B---,
 PM0122'SET IN A 10 INCH CONCRETE POST FLUSH WITH THE GROUND.
 PM0122
 PM0122                          STATION RECOVERY (1993)
 PM0122
 PM0122'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 PM0122'THE STATION IS LOCATED AT THE SOUTH END OF MANITOWOC COUNTY AIRPORT
 PM0122'NEAR AND ON LINE WITH THE APPROACH END OF RUNWAY 35. THE STATION IS
 PM0122'LOCATED 183.2 FT (55.8 M) SOUTH-SOUTHEAST OF THE FIRST RUNWAY LIGHTON
 PM0122'THE EAST EDGE OF THE RUNWAY, 109.9 FT (33.5 M) EAST OF THE CENTERLINE
 PM0122'END OF RUNWAY 35, 51.0 FT (15.5 M) EAST-NORTHEAST OF THE EASTERNMOST
 PM0122'THRESHOLD LIGHT, AND 18.5 FT (5.6 M) WEST-NORTHWEST OF A REIL. THE
 PM0122'STATION IS A STANDARD CGS TOPOGRAPHIC DISK SET IN A CONCRETE MONUMENT
 PM0122'FLUSH WITH THE GROUND. FOR ACCESS TO THE AIRPORT AND THE STATION
 PM0122'CONTACT MR. PAUL A. HANSON, AIRPORT SUPERINTENDENT, MANITOWOC COUNTY
 PM0122'AIRPORT, MENASHA AVENUE, MANITOWOC, WI. 54220, PHONE (414) 683-4594.
 PM0122'STATION WAS RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS
 PM0122'PARTY.
 PM0122
 PM0122                          STATION RECOVERY (2001)
 PM0122
 PM0122'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0122'RECOVERED AS DESCRIBED.
 PM0122
 PM0122                          STATION RECOVERY (2006)
 PM0122
 PM0122'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 PM0122'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH AND 1.0
 PM0122'M SOUTH OF TWO WHITE PLASTIC WITNESS POSTS.  NOTE-- THE AIRPORT
 PM0122'MANAGER IS CHUCK BEHNKE, OFFICE 920-683-4351, WORK CELL 920-323-6504.
 PM0122
 PM0122                          STATION RECOVERY (2010)
 PM0122
 PM0122'RECOVERY NOTE BY AERO METRIC INC 2010 (MB)
 PM0122'RECOVERED IN GOOD CONDITION.
 PM0122
 PM0122                          STATION RECOVERY (2010)
 PM0122
 PM0122'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DPM)
 PM0122'MARK IS SUITABLE FOR SURVEY GRADE GPS OBSERVATIONS.
 PM0122
 PM0122                          STATION RECOVERY (2015)
 PM0122
 PM0122'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 PM0122'RECOVERED AS DESCRIBED.
 PM0122
 PM0122                          STATION RECOVERY (2018)
 PM0122
 PM0122'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 PM0122'RECOVERED AS DESCRIBED.
 PM0122'
 PM0122'NOTE-THE AIRPORT MANAGER IS GARY ROBINSON, OFFICE 920-682-7083, MOBILE
 PM0122'920-323-6507.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA4641 ***********************************************************************
 AA4641  PACS        -  This is a Primary Airport Control Station.
 AA4641  DESIGNATION -  AP STA C LSE
 AA4641  PID         -  AA4641
 AA4641  STATE/COUNTY-  WI/LA CROSSE
 AA4641  COUNTRY     -  US
 AA4641  USGS QUAD   -  HOLMEN (2018)
 AA4641
 AA4641                         *CURRENT SURVEY CONTROL
 AA4641  ______________________________________________________________________
 AA4641* NAD 83(2011) POSITION- 43 53 35.79073(N) 091 15 33.79361(W)   ADJUSTED
 AA4641* NAD 83(2011) ELLIP HT-   166.052 (meters)        (06/27/12)   ADJUSTED
 AA4641* NAD 83(2011) EPOCH   -  2010.00
 AA4641* NAVD 88 ORTHO HEIGHT -   197.81  (+/-2cm)      649.0   (feet) VERTCON3
 AA4641  ______________________________________________________________________
 AA4641  GEOID HEIGHT    -        -31.756 (meters)                     GEOID18
 AA4641  NAD 83(2011) X  -   -101,186.017 (meters)                     COMP
 AA4641  NAD 83(2011) Y  - -4,602,713.448 (meters)                     COMP
 AA4641  NAD 83(2011) Z  -  4,399,668.910 (meters)                     COMP
 AA4641  LAPLACE CORR    -         -7.49  (seconds)                    DEFLEC18
 AA4641  VERT ORDER      -  THIRD ? (See Below)
 AA4641
 AA4641  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4641  Standards:
 AA4641         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4641            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4641  -------------------------------------------------------------------
 AA4641  NETWORK    1.06   3.78           0.48   0.37   1.93     -0.02985075
 AA4641  -------------------------------------------------------------------
 AA4641  Click here for local accuracies and other accuracy information.
 AA4641
 AA4641.This mark is at La Crosse Airport (LSE)
 AA4641
 AA4641.The horizontal coordinates were established by GPS observations
 AA4641.and adjusted by the National Geodetic Survey in June 2012.
 AA4641
 AA4641.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA4641.been affixed to the stable North American tectonic plate. See 
 AA4641.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA4641
 AA4641.The horizontal coordinates are valid at the epoch date displayed above
 AA4641.which is a decimal equivalence of Year/Month/Day.
 AA4641
 AA4641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4641
 AA4641.GPS derived orthometric heights for airport stations designated as
 AA4641.PACS or SACS are published to 2 decimal places.  This maintains
 AA4641.centimeter relative accuracy between the PACS and SACS.  It does
 AA4641.not indicate centimeter accuracy relative to other marks which are
 AA4641.part of the published vertical control network.
 AA4641
 AA4641.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4641.GEOID18 height accuracy estimate available here.
 AA4641
 AA4641.The vertical order pertains to the NGVD 29 superseded value.
 AA4641
 AA4641.Click photographs - Photos may exist for this station.
 AA4641
 AA4641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4641
 AA4641.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA4641
 AA4641.The ellipsoidal height was determined by GPS observations
 AA4641.and is referenced to NAD 83.
 AA4641
 AA4641. The following values were computed from the NAD 83(2011) position.
 AA4641
 AA4641;                    North         East     Units Scale Factor Converg.
 AA4641;SPC WI S     -   211,093.128   498,815.409   MT  0.99996939   -0 51 55.2
 AA4641;SPC WI S     -   692,561.37  1,636,530.22   sFT  0.99996939   -0 51 55.2
 AA4641;UTM  15      - 4,861,491.801   639,802.865   MT  0.99984039   +1 12 25.2
 AA4641
 AA4641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4641!SPC WI S     -   0.99997396  x   0.99996939  =   0.99994335
 AA4641!UTM  15      -   0.99997396  x   0.99984039  =   0.99981436
 AA4641
 AA4641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3980261491(NAD 83)
 AA4641
 AA4641                          SUPERSEDED SURVEY CONTROL
 AA4641
 AA4641  NAD 83(2007)-  43 53 35.79086(N)    091 15 33.79450(W) AD(2002.00) 0
 AA4641  ELLIP H (02/10/07)  166.079  (m)                       GP(2002.00)    
 AA4641  NAD 83(1997)-  43 53 35.79066(N)    091 15 33.79459(W) AD(       ) B
 AA4641  ELLIP H (05/03/99)  166.104  (m)                       GP(       ) 4 1
 AA4641  NAD 83(1991)-  43 53 35.79011(N)    091 15 33.79364(W) AD(       ) B
 AA4641  ELLIP H (09/30/94)  166.128  (m)                       GP(       ) 4 1
 AA4641  NGVD 29             197.81   (m)          649.0    (f) LEVELING    3  
 AA4641
 AA4641.Superseded values are not recommended for survey control.
 AA4641
 AA4641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4641.See file dsdata.pdf to determine how the superseded data were derived.
 AA4641
 AA4641_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4641_STAMPING: AP 1969 STA C LSE
 AA4641_MARK LOGO: CGS
 AA4641_PROJECTION: FLUSH
 AA4641_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4641+STABILITY: SURFACE MOTION
 AA4641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4641+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2011
 AA4641
 AA4641  HISTORY     - Date     Condition        Report By
 AA4641  HISTORY     - 1969     MONUMENTED       CGS
 AA4641  HISTORY     - 19970731 GOOD             NGS
 AA4641  HISTORY     - 20110629 GOOD             MEAD
 AA4641
 AA4641                          STATION DESCRIPTION
 AA4641
 AA4641'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JVT)
 AA4641'THE STATION IS LOCATED AT THE NORTH END OF LA CROSSE MUNICIPAL AIRPORT
 AA4641'NEAR RUNWAY END 18 IN LA CROSSE, WI. THE STATION IS 206.3 FT(62.9
 AA4641'M)NORTH OF THE FIRST RUNWAY LIGHT SOUTH OF THE RUNWAY END ON THE WEST
 AA4641'SIDE OF THE RUNWAY, 135.8 FT (41.4 M) WEST OF THE CENTERLINE END 18,
 AA4641'60.7 FT (18.5 M) WEST OF THE NORTHWEST CORNER OF THE RUNWAY, AND 50.2
 AA4641'FT (15.3 M) WEST AND ON LINE OF AND WITH THE WESTERNMOST THRESHOLD
 AA4641'LIGHT. THE STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK SET IN A
 AA4641'CONCRETE MONUMENT FLUSH WITH THE GROUND. TO OBTAIN ACCESS TO THE
 AA4641'AIRPORT AND THE STATION CONTACT MR. DUANE HAATAJA, AIRPORT MANAGER, LA
 AA4641'CROSSE MUNICIPAL AIRPORT, 2850 AIRPORT DRIVE, LA CROSSE, WI. 54603,
 AA4641'PHONE (608) 789-7464. RECOVERED AND DESCRIBED BY RALPH A. HARRELL,
 AA4641'CHIEF OF NOS PARTY.
 AA4641
 AA4641                          STATION RECOVERY (1997)
 AA4641
 AA4641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA4641'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL (SAC) STATION FOR
 AA4641'THE LA CROSSE MUNICIPAL (LSE) AIRPORT.  THE STATION IS LOCATED NEAR
 AA4641'THE NORTHWEST SIDE OF LA CROSSE, 1 KM (0.60 MI) NORTH OF INTERSTATE
 AA4641'HIGHWAY 90, NEAR THE EASTERN BANK OF THE MISSISSIPPI, AT THE LA CROSSE
 AA4641'MUNICIPAL AIRPORT, IN GRASS NEAR THE THE NORTH END OF THE AIRFIELD,
 AA4641'ALONG THE WEST SIDE OF RUNWAY END 18 AND IN LINE WITH THE THRESHOLD
 AA4641'LIGHTS.  OWNERSHIP--CITY OF LA CROSSE, 2810 FANTA REED ROAD, LA
 AA4641'CROSSE, WI 54603.  AIRPORT MANAGER IS MIKE DIAGLE. ASSISTANT MANAGER
 AA4641'IS ELDON L.  STEELE.  PHONE 608-789-7464 OR 789-7460.  CONTACT ONE OF
 AA4641'THEM FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE
 AA4641'LOCKED GATE.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AA4641'HIGHWAY 90 AND FANTA REED ROAD (EXIT 2) NEAR THE WEST SIDE OF LA
 AA4641'CROSSE, GO NORTH ON FANTA REED ROAD FOR 1.14 KM (0.70 MI) TO A GATE ON
 AA4641'THE RIGHT AT THE AIRPORT MAINTENANCE SHOP AND FIRE STATION.  TURN
 AA4641'RIGHT, EAST, ACROSS THE PARKING LOT FOR 0.08 KM (0.05 MI) PASSING
 AA4641'THROUGH THE GATE, THEN, LEFT, NORTHERLY, ON PAVED ROAD PASSING BETWEEN
 AA4641'HANGARS FOR 0.32 KM (0.20 MI) TO THE PARALLEL TAXIWAY FOR RUNWAY
 AA4641'13-31.  TURN LEFT, NORTHWEST, ALONG THE TAXIWAY FOR 0.74 KM (0.45 MI)
 AA4641'TO THE JUNCTION OF THE PARALLEL TAXIWAY FOR RUNWAY 18-36.  TURN RIGHT,
 AA4641'NORTH, ALONG THE TAXIWAY FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF
 AA4641'RUNWAY 13-31.  CONTINUE AHEAD, NORTH, CROSSING THE RUNWAY AND ALONG
 AA4641'THE TAXIWAY FOR 1.44 KM (0.90 MI) TO THE JUNCTION OF RUNWAY END 18 AND
 AA4641'THE STATION AHEAD.  THE STATION IS SET IN THE TOP OF A 25-CM SQUARE
 AA4641'CONCRETE POST RECESSED 5-CM BELOW THE GROUND.  IT IS, 47.2 M (154.9
 AA4641'FT) WEST OF THE CENTER OF A PAVED ROAD LEADING NORTH FROM THE RUNWAY
 AA4641'END, 41.1 M (134.8 FT) WEST-NORTHWEST OF THE RUNWAY CENTER, 18.5 M
 AA4641'(60.7 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY, 15.3 M
 AA4641'(50.2 FT) WEST OF THE WEST THRESHOLD LIGHT, AND 9.7 M (31.8 FT) EAST
 AA4641'OF A 0.7 M (2.3 FT) ROUND CONCRETE FOUNDATION FOR AN ELECTRICAL
 AA4641'JUNCTION.
 AA4641
 AA4641                          STATION RECOVERY (2011)
 AA4641
 AA4641'RECOVERY NOTE BY MEAD AND HUNT INC 2011 (MEP)
 AA4641'THE MARK IS LOCATED 2.1 M NORTH OF THE NEWLY CONSTRUCTED CONNECTING
 AA4641'TAXIWAY. I PLACED AN ACCESS COVER OVER THE MONUMENT. THE POINT IS TOO
 AA4641'CLOSE TO THE MAIN RUNWAY FOR AN EXTENDED OBSERVATION. TO GAIN ACCESS
 AA4641'CONTACT AIRPORT POLICE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1263 ***********************************************************************
 PN1263  DESIGNATION -  APACHE
 PN1263  PID         -  PN1263
 PN1263  STATE/COUNTY-  WI/ADAMS
 PN1263  COUNTRY     -  US
 PN1263  USGS QUAD   -  ARKDALE NE (2018)
 PN1263
 PN1263                         *CURRENT SURVEY CONTROL
 PN1263  ______________________________________________________________________
 PN1263* NAD 83(1991) POSITION- 44 11 53.95844(N) 089 48 30.15719(W)   ADJUSTED
 PN1263* NAVD 88 ORTHO HEIGHT -   315.0   (meters)     1033.    (feet) VERTCON3
 PN1263  ______________________________________________________________________
 PN1263  GEOID HEIGHT    -        -35.443 (meters)                     GEOID18
 PN1263  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 PN1263  HORZ ORDER      -  SECOND
 PN1263
 PN1263.The horizontal coordinates were established by classical geodetic methods
 PN1263.and adjusted by the National Geodetic Survey in November 1991.
 PN1263
 PN1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1263
 PN1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1263.GEOID18 height accuracy estimate available here.
 PN1263
 PN1263.Click photographs - Photos may exist for this station.
 PN1263
 PN1263.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1263
 PN1263. The following values were computed from the NAD 83(1991) position.
 PN1263
 PN1263;                    North         East     Units Scale Factor Converg.
 PN1263;SPC WI S     -   244,241.209   615,318.501   MT  1.00002941   +0 07 54.0
 PN1263;SPC WI S     -   801,314.70  2,018,757.45   sFT  1.00002941   +0 07 54.0
 PN1263;UTM  16      - 4,897,736.099   275,589.588   MT  1.00021940   -1 57 31.2
 PN1263
 PN1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1263!SPC WI S     -   0.99995617  x   1.00002941  =   0.99998557
 PN1263!UTM  16      -   0.99995617  x   1.00021940  =   1.00017556
 PN1263
 PN1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7558997736(NAD 83)
 PN1263
 PN1263|---------------------------------------------------------------------|
 PN1263| PID    Reference Object                     Distance      Geod. Az  |
 PN1263|                                                           dddmmss.s |
 PN1263| CS5225 APACHE RM 1                          14.962 METERS 21012     |
 PN1263| CS5226 APACHE RM 2                          61.685 METERS 30234     |
 PN1263|---------------------------------------------------------------------|
 PN1263
 PN1263                          SUPERSEDED SURVEY CONTROL
 PN1263
 PN1263  NAD 83(1986)-  44 11 53.95623(N)    089 48 30.16487(W) AD(       ) 2
 PN1263  NGVD 29 (02/11/91)  315.0    (m)         1033.     (f) VERT ANG       
 PN1263
 PN1263.Superseded values are not recommended for survey control.
 PN1263
 PN1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1263.See file dsdata.pdf to determine how the superseded data were derived.
 PN1263
 PN1263_MARKER: DE = TRAVERSE STATION DISK
 PN1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1263_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1263+STABILITY: SURFACE MOTION
 PN1263
 PN1263  HISTORY     - Date     Condition        Report By
 PN1263  HISTORY     - 1979     MONUMENTED       WIDT
 PN1263  HISTORY     - 19950902 GOOD             USPSQD
 PN1263
 PN1263                          STATION DESCRIPTION
 PN1263
 PN1263'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1263'THE STATION IS LOCATED ALONG STH 13 ABOUT 15.5 MILES NORTH OF
 PN1263'FRIENDSHIP, 15 MILES WEST OF PLAINFIELD, AND 11.5 MILES SOUTH OF
 PN1263'WISCONSIN RAPIDS.
 PN1263'
 PN1263'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1263'WEST ABOUT 4 MILES SOUTH OF WISCONSIN RAPIDS, GO SOUTH ON STH 13 FOR
 PN1263'4.1 MILES TO THE WOOD-ADAMS COUNTY LINE.  CONTINUE SOUTH ON STH 13 FOR
 PN1263'3.5 MILES TO THE JUNCTION OF STH 13 AND APACHE AVENUE TO THE WEST.
 PN1263'CONTINUE SOUTH ON STH 13 FOR ABOUT 125 FEET AND THE STATION ON THE
 PN1263'WEST HIGHWAY RIGHT OF WAY.
 PN1263'
 PN1263'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---APACHE 1979---.
 PN1263'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1263'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 69.0
 PN1263'FEET NORTHEAST OF A WOOD RIGHT OF WAY POST, 62.0 FEET SOUTH OF A POWER
 PN1263'POLE, 59.0 FEET WEST OF THE CENTER OF STH 13, AND 2.0 FEET EAST OF A
 PN1263'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 PN1263'OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1263'
 PN1263'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---APACHE RM 1 1979---
 PN1263'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1263'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 83.5 FEET WEST OF THE
 PN1263'CENTER OF STH 13, 48.0 FEET SOUTHWEST OF A METAL WITNESS POST, 32.5
 PN1263'FEET SOUTHEAST OF A WOOD RIGHT OF WAY POST, 18.5 FEET EAST NORTHEAST
 PN1263'OF A 30 INCH COTTONWOOD TREE, AND 1 FOOT HIGHER THAN THE STATION.
 PN1263'
 PN1263'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---APACHE RM 2 1979---
 PN1263'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1263'WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 100.5 FEET EAST SOUTHEAST
 PN1263'OF A WOOD RIGHT OF WAY POST, 67.0 FEET SOUTH OF THE CENTER OF APACHE
 PN1263'AVENUE TO THE WEST, 25.0 FEET NORTH OF AN 8 INCH JACK PINE, AND 5 FEET
 PN1263'LOWER THAN THE STATION.
 PN1263'
 PN1263'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.49 METERS.
 PN1263
 PN1263                          STATION RECOVERY (1995)
 PN1263
 PN1263'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1050 ***********************************************************************
 ON1050  DESIGNATION -  APEX
 ON1050  PID         -  ON1050
 ON1050  STATE/COUNTY-  WI/IOWA
 ON1050  COUNTRY     -  US
 ON1050  USGS QUAD   -  HIGHLAND EAST (2018)
 ON1050
 ON1050                         *CURRENT SURVEY CONTROL
 ON1050  ______________________________________________________________________
 ON1050* NAD 83(1996) POSITION- 43 06 03.89847(N) 090 21 58.08547(W)   ADJUSTED
 ON1050* NAVD 88 ORTHO HEIGHT -   374.    (meters)     1227.    (feet) SCALED
 ON1050  ______________________________________________________________________
 ON1050  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 ON1050  LAPLACE CORR    -         -4.54  (seconds)                    DEFLEC18
 ON1050  HORZ ORDER      -  SECOND
 ON1050
 ON1050.The horizontal coordinates were established by classical geodetic methods
 ON1050.and adjusted by the National Geodetic Survey in March 1999.
 ON1050
 ON1050.The orthometric height was scaled from a topographic map.
 ON1050
 ON1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1050.GEOID18 height accuracy estimate available here.
 ON1050
 ON1050.Click photographs - Photos may exist for this station.
 ON1050
 ON1050.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1050
 ON1050. The following values were computed from the NAD 83(1996) position.
 ON1050
 ON1050;                    North         East     Units Scale Factor Converg.
 ON1050;SPC WI S     -   122,385.083   570,195.696   MT  0.99994620   -0 15 05.7
 ON1050;SPC WI S     -   401,525.06  1,870,717.05   sFT  0.99994620   -0 15 05.7
 ON1050;UTM  15      - 4,775,407.393   714,334.872   MT  1.00016517   +1 48 01.3
 ON1050
 ON1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1050!SPC WI S     -   0.99994663  x   0.99994620  =   0.99989284
 ON1050!UTM  15      -   0.99994663  x   1.00016517  =   1.00011179
 ON1050
 ON1050:                Primary Azimuth Mark                     Grid Az
 ON1050:SPC WI S     -  APEX AZ MK                               347 36 05.5
 ON1050:UTM  15      -  APEX AZ MK                               345 32 58.5
 ON1050
 ON1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1433475407(NAD 83)
 ON1050
 ON1050|---------------------------------------------------------------------|
 ON1050| PID    Reference Object                     Distance      Geod. Az  |
 ON1050|                                                           dddmmss.s |
 ON1050| CI8921 APEX RM 1                            25.442 METERS 06050     |
 ON1050| NJ0852 EDMUND CO HOSP AND HOME TANK        APPROX.19.5 KM 1444307.3 |
 ON1050| CI8922 APEX RM 2                            20.025 METERS 14858     |
 ON1050| ON1049 HIGHLAND RAD STA WHHI FM TOWER      APPROX. 5.8 KM 1822314.9 |
 ON1050| ON1055 HIGHLAND MUNICIPAL TANK             APPROX. 6.6 KM 1892729.7 |
 ON1050| ON1056 HIGHLAND ST ANTHONYS CATH CH        APPROX. 6.1 KM 1911211.4 |
 ON1050| ON1053 HIGHLAND ST PHILLIPS CATH CH        APPROX. 6.2 KM 1922212.2 |
 ON1050| CI8920 APEX AZ MK                                         3472059.8 |
 ON1050|---------------------------------------------------------------------|
 ON1050
 ON1050                          SUPERSEDED SURVEY CONTROL
 ON1050
 ON1050  NAD 83(1991)-  43 06 03.89773(N)    090 21 58.08481(W) AD(       ) 2
 ON1050  NAD 83(1986)-  43 06 03.89130(N)    090 21 58.08842(W) AD(       ) 2
 ON1050  NAD 27      -  43 06 03.92530(N)    090 21 57.64410(W) AD(       ) 2
 ON1050
 ON1050.Superseded values are not recommended for survey control.
 ON1050
 ON1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1050.See file dsdata.pdf to determine how the superseded data were derived.
 ON1050
 ON1050_MARKER: DS = TRIANGULATION STATION DISK
 ON1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1050_STAMPING: APEX 1958
 ON1050_MARK LOGO: CGS
 ON1050_PROJECTION: FLUSH
 ON1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1050+STABILITY: SURFACE MOTION
 ON1050
 ON1050  HISTORY     - Date     Condition        Report By
 ON1050  HISTORY     - 1958     MONUMENTED       CGS
 ON1050  HISTORY     - 19940521 GOOD             USPSQD
 ON1050
 ON1050                          STATION DESCRIPTION
 ON1050
 ON1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1050'THE STATION IS ABOUT 8 MILES SOUTHEAST OF MUSCODA, AND 4 MILES
 ON1050'NORTHEAST OF HIGHLAND IN THE NORTHWEST QUARTER OF SECTION 10,
 ON1050'T-7-N, R-1-E ON THE PROPERTY OF MR. TOM BENISH.  IT IS 132 FEET
 ON1050'SOUTHWEST OF THE NORTHWEST CORNER OF MR. BENISHS HOME, 55
 ON1050'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 80, 45 FEET WEST
 ON1050'OF AN 18 INCH APPLE TREE, AND 5 FEET NORTHEAST OF A WHITE
 ON1050'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1050'APEX 1958.
 ON1050'
 ON1050'TO REACH THE STATION FROM THE CHICAGO, MILWAUKEE AND ST. PAUL
 ON1050'RAILROAD STATION IN MUSCODA, GO SOUTH AND EAST ON STATE HIGHWAY
 ON1050'80 FOR 4.55 MILES TO THE JUNCTION OF STATE HIGHWAY 137.  TURN
 ON1050'RIGHT AND GO SOUTH ON HIGHWAY 80 FOR 4.9 MILES TO THE JUNCTION
 ON1050'OF COUNTY ROAD P.  CONTINUE SOUTH ON HIGHWAY 80 FOR 0.3 MILE
 ON1050'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY
 ON1050'80 FOR 0.9 MILE TO MR. BENISHS HOME AND THE STATION ON THE
 ON1050'LEFT.
 ON1050'
 ON1050'REFERENCE MARK 1 IS 38 FEET SOUTH OF THE SOUTHWEST CORNER OF MR.
 ON1050'BENISHS HOME, 28 FEET NORTHWEST OF A 12 INCH APPLE TREE, AND
 ON1050'22 FEET EAST OF A 6 INCH APPLE TREE.  THE MONUMENT IS FLUSH
 ON1050'AND THE DISK IS STAMPED APEX NO 1 1958.
 ON1050'
 ON1050'REFERENCE MARK 2 IS 55 FEET SOUTHWEST OF AN 18 INCH APPLE TREE,
 ON1050'45 FEET EAST OF A POWER POLE, AND 12 FEET NORTH OF A 10 INCH
 ON1050'LOCUST TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1050'APEX NO 2 1958.
 ON1050'
 ON1050'THE AZIMUTH MARK IS SET IN A FENCE LINE, 28 FEET SOUTHEAST
 ON1050'OF THE CENTERLINE OF HIGHWAY 80, AND 2 FEET SOUTHWEST OF A
 ON1050'WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 ON1050'DISK IS STAMPED APEX 1958.
 ON1050'
 ON1050'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 ON1050
 ON1050                          STATION RECOVERY (1994)
 ON1050
 ON1050'RECOVERY NOTE BY US POWER SQUADRON 1994
 ON1050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0456 ***********************************************************************
 PO0456  DESIGNATION -  APPLE
 PO0456  PID         -  PO0456
 PO0456  STATE/COUNTY-  WI/MONROE
 PO0456  COUNTRY     -  US
 PO0456  USGS QUAD   -  TUNNEL CITY (2018)
 PO0456
 PO0456                         *CURRENT SURVEY CONTROL
 PO0456  ______________________________________________________________________
 PO0456* NAD 83(1996) POSITION- 44 00 36.29052(N) 090 32 10.81564(W)   ADJUSTED
 PO0456* NAVD 88 ORTHO HEIGHT -   306.960 (meters)     1007.08  (feet) ADJUSTED
 PO0456  ______________________________________________________________________
 PO0456  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 PO0456  LAPLACE CORR    -         -6.38  (seconds)                    DEFLEC18
 PO0456  DYNAMIC HEIGHT  -        306.896 (meters)     1006.87  (feet) COMP
 PO0456  MODELED GRAVITY -    980,404.8   (mgal)                       NAVD 88
 PO0456
 PO0456  HORZ ORDER      -  FIRST
 PO0456  VERT ORDER      -  FIRST     CLASS II
 PO0456
 PO0456.The horizontal coordinates were established by classical geodetic methods
 PO0456.and adjusted by the National Geodetic Survey in March 1999.
 PO0456
 PO0456.The orthometric height was determined by differential leveling and
 PO0456.adjusted by the NATIONAL GEODETIC SURVEY
 PO0456.in June 1991.
 PO0456
 PO0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0456.GEOID18 height accuracy estimate available here.
 PO0456
 PO0456.Click photographs - Photos may exist for this station.
 PO0456
 PO0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0456
 PO0456.The dynamic height is computed by dividing the NAVD 88
 PO0456.geopotential number by the normal gravity value computed on the
 PO0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0456.degrees latitude (g = 980.6199 gals.).
 PO0456
 PO0456.The modeled gravity was interpolated from observed gravity values.
 PO0456
 PO0456. The following values were computed from the NAD 83(1996) position.
 PO0456
 PO0456;                    North         East     Units Scale Factor Converg.
 PO0456;SPC WI S     -   223,445.479   556,990.451   MT  0.99998900   -0 22 06.7
 PO0456;SPC WI S     -   733,087.38  1,827,392.84   sFT  0.99998900   -0 22 06.7
 PO0456;UTM  15      - 4,875,943.438   697,490.685   MT  1.00007972   +1 42 44.2
 PO0456
 PO0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0456!SPC WI S     -   0.99995718  x   0.99998900  =   0.99994618
 PO0456!UTM  15      -   0.99995718  x   1.00007972  =   1.00003689
 PO0456
 PO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9749075943(NAD 83)
 PO0456
 PO0456                          SUPERSEDED SURVEY CONTROL
 PO0456
 PO0456  NAD 83(1991)-  44 00 36.28973(N)    090 32 10.81576(W) AD(       ) 1
 PO0456  NAD 83(1986)-  44 00 36.29023(N)    090 32 10.82265(W) AD(       ) 1
 PO0456  NAD 27      -  44 00 36.41700(N)    090 32 10.34400(W) AD(       ) 1
 PO0456  NGVD 29 (??/??/92)  306.974  (m)         1007.13   (f) ADJ UNCH    1 2
 PO0456  NGVD 29             306.97   (m)         1007.1    (f) LEVELING    3  
 PO0456
 PO0456.Superseded values are not recommended for survey control.
 PO0456
 PO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0456.See file dsdata.pdf to determine how the superseded data were derived.
 PO0456
 PO0456_MARKER: DS = TRIANGULATION STATION DISK
 PO0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0456_STAMPING: APPLE 1926 1007.131
 PO0456_MARK LOGO: CGS
 PO0456_PROJECTION: PROJECTING 5 CENTIMETERS
 PO0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0456+STABILITY: SURFACE MOTION
 PO0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0456+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 PO0456
 PO0456  HISTORY     - Date     Condition        Report By
 PO0456  HISTORY     - 1926     MONUMENTED       CGS
 PO0456  HISTORY     - 1930     GOOD             CGS
 PO0456  HISTORY     - 1985     GOOD             NGS
 PO0456  HISTORY     - 20020723 GOOD             WIDT
 PO0456
 PO0456                          STATION DESCRIPTION
 PO0456
 PO0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0456'STATION IS APPROXIMATELY 2 MILES W OF THE VILLAGE OF NORTH
 PO0456'TOMAH, ON THE FIRST CURVE W OF THE TOWN, AT THE POINT OF
 PO0456'INTERSECTION OF THE TANGENTS TO THE S RAIL, IN HIGHEST PART
 PO0456'OF BANK OF CUT NEAR THE RIGHT-OF-WAY FENCE, MIDWAY BETWEEN THE
 PO0456'FENCE AND A SMALL APPLE TREE, 18 METERS N OF FARM ROAD CROSSING
 PO0456'TRACK.
 PO0456'
 PO0456'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 PO0456'IN CONCRETE POSTS.
 PO0456
 PO0456                          STATION RECOVERY (1930)
 PO0456
 PO0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0456'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PO0456'ADEQUATE.
 PO0456
 PO0456                          STATION RECOVERY (1985)
 PO0456
 PO0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0456'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  25.3 KM
 PO0456'(15.7 MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH STATE
 PO0456'HIGHWAY 16 IN SPARTA, THENCE 0.1 KM (0.05 MI) SOUTH ALONG COUNTY ROAD
 PO0456'E, THENCE 1.0 KM (0.6 MI) EASTERLY ALONG THE CHICAGO AND NORTHWESTERN
 PO0456'RAILROAD, 1.7 KM (1.05 MI) WEST OF THE INTERSECTION OF 24TH AVENUE,
 PO0456'47.1 M (154.5 FT) SOUTH OF THE CENTER OF BUCKLEY COURT, 14.4 M (47.2
 PO0456'FT) NORTH OF THE NEAR RAIL, 4.0 M (13.1 FT) EAST OF THE EXTENDED
 PO0456'CENTER OF A DRIVEWAY LEADING TO A FARM HOUSE, AND 0.7 M (2.3 FT) SOUTH
 PO0456'OF A FENCE.
 PO0456'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PO0456'THE MARK IS 1.2 M ABOVE THE TRACKS.
 PO0456
 PO0456                          STATION RECOVERY (2002)
 PO0456
 PO0456'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 PO0456'BUCKLEY COURT IS NOW FLINT AVENUE.  APPROXIMATELY 13 FEET EAST OF THE
 PO0456'EXTENDED CENTERLINE OF A DRIVEWAY LEADING TO A REMODELLED HOUSE AT
 PO0456'FIRE NUMBER 22858 FLINT AVENUE.  THE AREA IS OVERGROWN WITH BUSHES AND
 PO0456'TREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0535 ***********************************************************************
 QN0535  DESIGNATION -  APPLE
 QN0535  PID         -  QN0535
 QN0535  STATE/COUNTY-  WI/RUSK
 QN0535  COUNTRY     -  US
 QN0535  USGS QUAD   -  EXELAND SE (2018)
 QN0535
 QN0535                         *CURRENT SURVEY CONTROL
 QN0535  ______________________________________________________________________
 QN0535* NAD 83(1991) POSITION- 45 36 37.22155(N) 091 06 33.10202(W)   ADJUSTED
 QN0535* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 QN0535  ______________________________________________________________________
 QN0535  GEOID HEIGHT    -        -30.304 (meters)                     GEOID18
 QN0535  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 QN0535  HORZ ORDER      -  SECOND
 QN0535
 QN0535.The horizontal coordinates were established by classical geodetic methods
 QN0535.and adjusted by the National Geodetic Survey in November 1991.
 QN0535
 QN0535.The orthometric height was scaled from a topographic map.
 QN0535
 QN0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0535.GEOID18 height accuracy estimate available here.
 QN0535
 QN0535.Click photographs - Photos may exist for this station.
 QN0535
 QN0535.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0535
 QN0535. The following values were computed from the NAD 83(1991) position.
 QN0535
 QN0535;                    North         East     Units Scale Factor Converg.
 QN0535;SPC WI C     -   198,059.976   513,477.668   MT  1.00002289   -0 46 57.4
 QN0535;SPC WI C     -   649,801.77  1,684,634.65   sFT  1.00002289   -0 46 57.4
 QN0535;UTM  15      - 5,052,493.723   647,433.202   MT  0.99986724   +1 21 05.1
 QN0535
 QN0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0535!SPC WI C     -   0.99994501  x   1.00002289  =   0.99996790
 QN0535!UTM  15      -   0.99994501  x   0.99986724  =   0.99981226
 QN0535
 QN0535:                Primary Azimuth Mark                     Grid Az
 QN0535:SPC WI C     -  APPLE AZ MK                              091 25 12.2
 QN0535:UTM  15      -  APPLE AZ MK                              089 17 09.7
 QN0535
 QN0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4743352493(NAD 83)
 QN0535
 QN0535|---------------------------------------------------------------------|
 QN0535| PID    Reference Object                     Distance      Geod. Az  |
 QN0535|                                                           dddmmss.s |
 QN0535| CJ8020 APPLE AZ MK                                        0903814.8 |
 QN0535| CJ8021 APPLE RM 1                           19.242 METERS 13013     |
 QN0535| CJ8022 APPLE RM 2                           20.568 METERS 22921     |
 QN0535|---------------------------------------------------------------------|
 QN0535
 QN0535                          SUPERSEDED SURVEY CONTROL
 QN0535
 QN0535  NAD 83(1986)-  45 36 37.21706(N)    091 06 33.09885(W) AD(       ) 2
 QN0535  NAD 27      -  45 36 37.34000(N)    091 06 32.52800(W) AD(       ) 2
 QN0535
 QN0535.Superseded values are not recommended for survey control.
 QN0535
 QN0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0535.See file dsdata.pdf to determine how the superseded data were derived.
 QN0535
 QN0535_MARKER: DS = TRIANGULATION STATION DISK
 QN0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0535_STAMPING: APPLE 1952
 QN0535_MARK LOGO: CGS
 QN0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0535+STABILITY: SURFACE MOTION
 QN0535
 QN0535  HISTORY     - Date     Condition        Report By
 QN0535  HISTORY     - 1952     MONUMENTED       CGS
 QN0535  HISTORY     - 1971     SEE DESCRIPTION  USGS
 QN0535
 QN0535                          STATION DESCRIPTION
 QN0535
 QN0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0535'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF LADYSMITH, EAST
 QN0535'OF STATE HIGHWAY 27 AND NORTH OF A FIRE LANE ROAD.
 QN0535'
 QN0535'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 8 AND STATE HIGHWAY
 QN0535'27 IN THE WEST EDGE OF LADYSMITH, GO NORTH ON STATE HIGHWAY 27
 QN0535'FOR 7.3 MILES TO JUNCTION WITH COUNTY ROAD AA TO THE WEST, CONTINUE
 QN0535'NORTH ON STATE HIGHWAY 27 FOR 3.1 MILES TO SIDE ROAD RIGHT, FIRE
 QN0535'LANE ROAD, TURN RIGHT AND GO EAST ON FIRE LANE ROAD FOR 0.2 MILE
 QN0535'TO SMALL CLEARING ON TOP OF RIDGE AND STATION ON THE LEFT.  TO
 QN0535'REACH THE AZIMUTH, CONTINUE EAST ON FIRE LANE ROAD FOR 0.65
 QN0535'MILE TO MARK ON RIGHT AS DESCRIBED.
 QN0535'
 QN0535'THE STATION MARK, STAMPED APPLE 1952, IS A STANDARD DISK SET IN
 QN0535'A SQUARE CONCRETE BLOCK PROJECTING 2 INCHES, 25 FEET NORTH OF
 QN0535'THE CENTERLINE OF FIRE LANE ROAD AND 3 FEET SOUTH OF A WHITE
 QN0535'WITNESS POST.
 QN0535'
 QN0535'REFERENCE MARK NO. 1, STAMPED APPLE R.M. NO 1 1952, IS A STANDARD
 QN0535'DISK SET IN A SQUARE CONCRETE BLOCK PROJECTING 4 INCHES, 15
 QN0535'FEET SOUTH OF THE CENTERLINE OF FIRE LANE ROAD.
 QN0535'
 QN0535'REFERENCE MARK NO. 2, STAMPED APPLE R.M. NO 2 1952, IS A STANDARD
 QN0535'DISK SET IN A SQUARE CONCRETE BLOCK PROJECTING 4 INCHES, 15 FEET
 QN0535'SOUTH OF THE CENTERLINE OF FIRE LANE ROAD.
 QN0535'
 QN0535'THE AZIMUTH MARK, STAMPED APPLE 1952, IS A STANDARD DISK SET
 QN0535'IN A SQUARE CONCRETE BLOCK FLUSH WITH THE SURFACE OF THE GROUND.
 QN0535'15 FEET SOUTH OF THE CENTERLINE OF FIRE LANE ROAD, AND 2 FEET
 QN0535'NORTHEAST OF A WHITE WITNESS POST.
 QN0535'
 QN0535'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 QN0535
 QN0535                          STATION RECOVERY (1971)
 QN0535
 QN0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (REK)
 QN0535'THE STATION WAS FOUND IN DITCH, DESTROYED BY ROAD CONSTRUCTION.
 QN0535'THE R.M.S COULD NOT BE FOUND AND MAY HAVE BEEN DESTROYED BY THE
 QN0535'SAME ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4448 ***********************************************************************
 DL4448  DESIGNATION -  APPLE RIVER S GPS
 DL4448  PID         -  DL4448
 DL4448  STATE/COUNTY-  WI/POLK
 DL4448  COUNTRY     -  US
 DL4448  USGS QUAD   -  BALSAM LAKE (2018)
 DL4448
 DL4448                         *CURRENT SURVEY CONTROL
 DL4448  ______________________________________________________________________
 DL4448* NAD 83(2011) POSITION- 45 23 24.55573(N) 092 23 13.04999(W)   ADJUSTED
 DL4448* NAD 83(2011) ELLIP HT-   317.930 (meters)        (04/15/13)   ADJUSTED
 DL4448* NAD 83(2011) EPOCH   -  2010.00
 DL4448* NAVD 88 ORTHO HEIGHT -   346.689 (meters)     1137.43  (feet) ADJUSTED
 DL4448  ______________________________________________________________________
 DL4448  GEOID HEIGHT    -        -28.768 (meters)                     GEOID18
 DL4448  NAD 83(2011) X  -   -186,877.693 (meters)                     COMP
 DL4448  NAD 83(2011) Y  - -4,483,156.572 (meters)                     COMP
 DL4448  NAD 83(2011) Z  -  4,518,130.293 (meters)                     COMP
 DL4448  LAPLACE CORR    -        -17.17  (seconds)                    DEFLEC18
 DL4448  DYNAMIC HEIGHT  -        346.677 (meters)     1137.39  (feet) COMP
 DL4448  MODELED GRAVITY -    980,572.5   (mgal)                       NAVD 88
 DL4448
 DL4448  VERT ORDER      -  SECOND    CLASS I
 DL4448
 DL4448  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4448  Standards:
 DL4448         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4448            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4448  -------------------------------------------------------------------
 DL4448  NETWORK    0.47   0.90           0.21   0.17   0.46     -0.00047003
 DL4448  -------------------------------------------------------------------
 DL4448  Click here for local accuracies and other accuracy information.
 DL4448
 DL4448.The horizontal coordinates were established by GPS observations
 DL4448.and adjusted by the National Geodetic Survey in April 2013.
 DL4448
 DL4448.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4448.been affixed to the stable North American tectonic plate. See 
 DL4448.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4448
 DL4448.The horizontal coordinates are valid at the epoch date displayed above
 DL4448.which is a decimal equivalence of Year/Month/Day.
 DL4448
 DL4448.The orthometric height was determined by differential leveling and
 DL4448.adjusted by the WI DEPT OF TRANSP
 DL4448.in May 2012.
 DL4448
 DL4448.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4448.GEOID18 height accuracy estimate available here.
 DL4448
 DL4448.Click photographs - Photos may exist for this station.
 DL4448
 DL4448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4448
 DL4448.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4448
 DL4448.The ellipsoidal height was determined by GPS observations
 DL4448.and is referenced to NAD 83.
 DL4448
 DL4448.The dynamic height is computed by dividing the NAVD 88
 DL4448.geopotential number by the normal gravity value computed on the
 DL4448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4448.degrees latitude (g = 980.6199 gals.).
 DL4448
 DL4448.The modeled gravity was interpolated from observed gravity values.
 DL4448
 DL4448. The following values were computed from the NAD 83(2011) position.
 DL4448
 DL4448;                    North         East     Units Scale Factor Converg.
 DL4448;SPC WI C     -   175,744.332   413,108.022   MT  0.99998093   -1 41 03.1
 DL4448;SPC WI C     -   576,587.86  1,355,338.57   sFT  0.99998093   -1 41 03.1
 DL4448;UTM  15      - 5,026,475.860   547,988.016   MT  0.99962831   +0 26 11.2
 DL4448
 DL4448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4448!SPC WI C     -   0.99995016  x   0.99998093  =   0.99993109
 DL4448!UTM  15      -   0.99995016  x   0.99962831  =   0.99957849
 DL4448
 DL4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4798826475(NAD 83)
 DL4448
 DL4448                          SUPERSEDED SURVEY CONTROL
 DL4448
 DL4448  NAD 83(2007)-  45 23 24.55566(N)    092 23 13.05049(W) AD(2002.00) 1
 DL4448  ELLIP H (04/06/12)  317.966  (m)                       GP(2002.00) 1 1
 DL4448  NAVD 88             346.69   (m)         1137.4    (f) LEVELING    3  
 DL4448
 DL4448.Superseded values are not recommended for survey control.
 DL4448
 DL4448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4448.See file dsdata.pdf to determine how the superseded data were derived.
 DL4448
 DL4448_MARKER: DD = SURVEY DISK
 DL4448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4448_STAMPING: APPLE RIVER S GPS 2006
 DL4448_MARK LOGO: WIDT
 DL4448_PROJECTION: FLUSH
 DL4448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4448+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 DL4448
 DL4448  HISTORY     - Date     Condition        Report By
 DL4448  HISTORY     - 2005     MONUMENTED       WIDT
 DL4448  HISTORY     - 20071106 GOOD             WIDT
 DL4448
 DL4448                          STATION DESCRIPTION
 DL4448
 DL4448'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4448'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH-NORTHWEST OF AMERY,
 DL4448'5.4 MI (8.7 KM) SOUTHEAST OF BALSAM LAKE AND 5.0 MI (8.0 KM) WEST OF
 DL4448'RANGE.
 DL4448'
 DL4448'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DL4448'HIGHWAY 46 NORTH APPROXIMATELY 4 MI (6.4 KM) SOUTH OF THE VILLAGE OF
 DL4448'BALSAM LAKE, GO EAST ON US HIGHWAY 8 AND STATE HIGHWAY 46 FOR 2.8 MI
 DL4448'(4.5 KM) TO COUNTY HIGHWAY H RIGHT.  TURN RIGHT AND GO SOUTH ON COUNTY
 DL4448'HIGHWAY H FOR 0.35 MI (0.6 KM) TO A CEMETERY ON THE RIGHT AND THE
 DL4448'STATION ON THE LEFT.
 DL4448'
 DL4448'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4448'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4448'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4448'LEVEL WITH THE HIGHWAY PAVEMENT, 9.0 M (29.5 FT) EAST OF THE
 DL4448'CENTERLINE OF COUNTY HIGHWAY H, 0.1 MI (0.2 KM) NORTH OF MAINS
 DL4448'CROSSING AVENUE, 41.6 M (136.5 FT) SOUTHEAST OF A SQUARE CONCRETE
 DL4448'PILLAR WITH CONCRETE BALL ON TOP, 21.3 M (69.9 FT) EAST-SOUTHEAST OF A
 DL4448'POWER POLE, 14.1 M (46.3 FT) NORTH OF THE EXTENDED CENTERLINE OF THE
 DL4448'ENTRANCE TO BALSAM LUTHERAN CHURCH AT 1257 AND 1.0 M (3.3 FT)
 DL4448'NORTHWEST AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC GUARD POST.
 DL4448'
 DL4448'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4448'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9069 ***********************************************************************
 AC9069  DESIGNATION -  APPLE RIVER W
 AC9069  PID         -  AC9069
 AC9069  STATE/COUNTY-  WI/POLK
 AC9069  COUNTRY     -  US
 AC9069  USGS QUAD   -  BALSAM LAKE (2018)
 AC9069
 AC9069                         *CURRENT SURVEY CONTROL
 AC9069  ______________________________________________________________________
 AC9069* NAD 83(2011) POSITION- 45 25 03.77970(N) 092 24 17.77377(W)   ADJUSTED
 AC9069* NAD 83(2011) ELLIP HT-   321.645 (meters)        (06/27/12)   ADJUSTED
 AC9069* NAD 83(2011) EPOCH   -  2010.00
 AC9069* NAVD 88 ORTHO HEIGHT -   350.1   (meters)     1149.    (feet) GPS OBS
 AC9069  ______________________________________________________________________
 AC9069  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC9069  GEOID HEIGHT    -        -28.435 (meters)                     GEOID96
 AC9069  GEOID HEIGHT    -        -28.511 (meters)                     GEOID18
 AC9069  NAD 83(2011) X  -   -188,193.028 (meters)                     COMP
 AC9069  NAD 83(2011) Y  - -4,480,920.864 (meters)                     COMP
 AC9069  NAD 83(2011) Z  -  4,520,283.770 (meters)                     COMP
 AC9069  LAPLACE CORR    -        -14.86  (seconds)                    DEFLEC18
 AC9069
 AC9069  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9069  Standards:
 AC9069         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9069            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9069  -------------------------------------------------------------------
 AC9069  NETWORK    0.43   0.86           0.19   0.16   0.44     -0.17431509
 AC9069  -------------------------------------------------------------------
 AC9069  Click here for local accuracies and other accuracy information.
 AC9069
 AC9069.The horizontal coordinates were established by GPS observations
 AC9069.and adjusted by the National Geodetic Survey in June 2012.
 AC9069
 AC9069.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9069.been affixed to the stable North American tectonic plate. See 
 AC9069.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9069
 AC9069.The horizontal coordinates are valid at the epoch date displayed above
 AC9069.which is a decimal equivalence of Year/Month/Day.
 AC9069
 AC9069.The orthometric height was determined by GPS observations and a
 AC9069.high-resolution geoid model.
 AC9069
 AC9069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9069.GEOID18 height accuracy estimate available here.
 AC9069
 AC9069.Click photographs - Photos may exist for this station.
 AC9069
 AC9069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9069
 AC9069.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9069
 AC9069.The ellipsoidal height was determined by GPS observations
 AC9069.and is referenced to NAD 83.
 AC9069
 AC9069. The following values were computed from the NAD 83(2011) position.
 AC9069
 AC9069;                    North         East     Units Scale Factor Converg.
 AC9069;SPC WI C     -   178,847.727   411,791.447   MT  0.99998537   -1 41 48.7
 AC9069;SPC WI C     -   586,769.58  1,351,019.11   sFT  0.99998537   -1 41 48.7
 AC9069;UTM  15      - 5,029,527.325   546,558.014   MT  0.99962665   +0 25 25.8
 AC9069
 AC9069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9069!SPC WI C     -   0.99994958  x   0.99998537  =   0.99993495
 AC9069!UTM  15      -   0.99994958  x   0.99962665  =   0.99957624
 AC9069
 AC9069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4655829527(NAD 83)
 AC9069
 AC9069                          SUPERSEDED SURVEY CONTROL
 AC9069
 AC9069  NAD 83(2007)-  45 25 03.77960(N)    092 24 17.77429(W) AD(2002.00) 0
 AC9069  ELLIP H (02/10/07)  321.681  (m)                       GP(2002.00)    
 AC9069  NAD 83(1997)-  45 25 03.77979(N)    092 24 17.77476(W) AD(       ) 1
 AC9069  ELLIP H (09/30/02)  321.701  (m)                       GP(       ) 2 1
 AC9069  NAD 83(1991)-  45 25 03.77934(N)    092 24 17.77303(W) AD(       ) 1
 AC9069  ELLIP H (06/10/97)  321.721  (m)                       GP(       ) 2 1
 AC9069
 AC9069.Superseded values are not recommended for survey control.
 AC9069
 AC9069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9069.See file dsdata.pdf to determine how the superseded data were derived.
 AC9069
 AC9069_MARKER: DD = SURVEY DISK
 AC9069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9069_STAMPING: APPLE RIVER W. 404
 AC9069_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9069+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 AC9069
 AC9069  HISTORY     - Date     Condition        Report By
 AC9069  HISTORY     - 1995     MONUMENTED       WI-095
 AC9069  HISTORY     - 20051029 GOOD             USPSQD
 AC9069
 AC9069                          STATION DESCRIPTION
 AC9069
 AC9069'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9069'THE STATION IS LOCATED 2.25 MI (3.62 KM) EAST AND 2.5 MI (4.0 KM)
 AC9069'SOUTH OF THE VILLAGE OF BALSAM LAKE, WISCONSIN IN THE SOUTHWEST
 AC9069'QUARTER OF NORTHWEST QUARTER OF SECTION 19, T.34N., R.16W., 4TH P.M.
 AC9069'TOWN OF APPLE RIVER, POLK COUNTY.  TO REACH THE STATION BEGIN AT THE
 AC9069'INTERSECTION OF STATE HIGHWAY 46 AND COUNTY HIGHWAY I, GO EAST 2.25 MI
 AC9069'(3.62 KM) TO THE INTERSECTION OF COUNTY HIGHWAY I AND 120TH STREET, GO
 AC9069'SOUTH 2.5 MI (4.0 KM) TO THE INTERSECTION OF 120TH STREET AND 145TH
 AC9069'AVENUE, GO EAST .125 MI (0.201 KM) TO THE STATION.  THE STATION IS
 AC9069'LOCATED 32 FEET (9.8 M) NORTH OF CENTERLINE OF 145TH AVENUE.  THE
 AC9069'STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT
 AC9069'(1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC
 AC9069'WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9069
 AC9069                          STATION RECOVERY (2005)
 AC9069
 AC9069'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 AC9069'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- FROM
 AC9069'THE JUNCTION OF US HIGHWAY 8 WITH STATE HIGHWAY 46 NORTH, ABOUT 4
 AC9069'MILES SOUTH OF BALSAM LAKE, GO EAST ON US HIGHWAY 8 FOR 1.8 MILES TO
 AC9069'120TH STREET, TURN LEFT AND GO NORTH ON 120TH STREET FOR 1.5 MILE TO
 AC9069'145TH AVENUE RIGHT, TURN RIGHT AND GO EAST ON 145TH AVENUE FOR 0.1
 AC9069'MILE TO THE STATION ON THE LEFT.
 AC9069'ADD-- THE STATION IS 1.0 M SOUTH, 0.7 M EAST, AND 0.6 M WEST OF THREE
 AC9069'WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7275 ***********************************************************************
 DN7275  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7275  DESIGNATION -  APPLE RIVER W GPS
 DN7275  PID         -  DN7275
 DN7275  STATE/COUNTY-  WI/POLK
 DN7275  COUNTRY     -  US
 DN7275  USGS QUAD   -  RANGE (2018)
 DN7275
 DN7275                         *CURRENT SURVEY CONTROL
 DN7275  ______________________________________________________________________
 DN7275* NAD 83(2011) POSITION- 45 25 42.22937(N) 092 22 24.02550(W)   ADJUSTED
 DN7275* NAD 83(2011) ELLIP HT-   316.268 (meters)        (04/15/13)   ADJUSTED
 DN7275* NAD 83(2011) EPOCH   -  2010.00
 DN7275* NAVD 88 ORTHO HEIGHT -   344.91  (meters)     1131.6   (feet) GPS OBS
 DN7275  ______________________________________________________________________
 DN7275  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7275  GEOID HEIGHT    -        -28.643 (meters)                     GEOID12A
 DN7275  GEOID HEIGHT    -        -28.639 (meters)                     GEOID18
 DN7275  NAD 83(2011) X  -   -185,686.746 (meters)                     COMP
 DN7275  NAD 83(2011) Y  - -4,480,175.347 (meters)                     COMP
 DN7275  NAD 83(2011) Z  -  4,521,113.117 (meters)                     COMP
 DN7275  LAPLACE CORR    -        -15.62  (seconds)                    DEFLEC18
 DN7275
 DN7275  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7275  Standards:
 DN7275         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7275            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7275  -------------------------------------------------------------------
 DN7275  NETWORK    1.05   2.06           0.46   0.39   1.05      0.02710764
 DN7275  -------------------------------------------------------------------
 DN7275  Click here for local accuracies and other accuracy information.
 DN7275
 DN7275.The horizontal coordinates were established by GPS observations
 DN7275.and adjusted by the National Geodetic Survey in April 2013.
 DN7275
 DN7275.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7275.been affixed to the stable North American tectonic plate. See 
 DN7275.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7275
 DN7275.The horizontal coordinates are valid at the epoch date displayed above
 DN7275.which is a decimal equivalence of Year/Month/Day.
 DN7275
 DN7275.The orthometric height was determined by GPS observations and a
 DN7275.high-resolution geoid model using precise GPS observation and
 DN7275.processing techniques.
 DN7275
 DN7275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7275.GEOID18 height accuracy estimate available here.
 DN7275
 DN7275.Click photographs - Photos may exist for this station.
 DN7275
 DN7275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7275
 DN7275.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7275
 DN7275.The ellipsoidal height was determined by GPS observations
 DN7275.and is referenced to NAD 83.
 DN7275
 DN7275. The following values were computed from the NAD 83(2011) position.
 DN7275
 DN7275;                    North         East     Units Scale Factor Converg.
 DN7275;SPC WI C     -   179,961.479   414,298.163   MT  0.99998715   -1 40 28.5
 DN7275;SPC WI C     -   590,423.62  1,359,243.22   sFT  0.99998715   -1 40 28.5
 DN7275;UTM  15      - 5,030,732.650   549,020.913   MT  0.99962954   +0 26 47.1
 DN7275
 DN7275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7275!SPC WI C     -   0.99995042  x   0.99998715  =   0.99993757
 DN7275!UTM  15      -   0.99995042  x   0.99962954  =   0.99957998
 DN7275
 DN7275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4902030732(NAD 83)
 DN7275
 DN7275                          SUPERSEDED SURVEY CONTROL
 DN7275
 DN7275  NAD 83(2007)-  45 25 42.22929(N)    092 22 24.02612(W) AD(2002.00) 1
 DN7275  ELLIP H (04/06/12)  316.309  (m)                       GP(2002.00) 1 1
 DN7275
 DN7275.Superseded values are not recommended for survey control.
 DN7275
 DN7275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7275.See file dsdata.pdf to determine how the superseded data were derived.
 DN7275
 DN7275_MARKER: DD = SURVEY DISK
 DN7275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7275_STAMPING: APPLE RIVER W GPS 2006
 DN7275_MARK LOGO: WIDT
 DN7275_PROJECTION: FLUSH
 DN7275_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7275+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DN7275
 DN7275  HISTORY     - Date     Condition        Report By
 DN7275  HISTORY     - 2005     MONUMENTED       WIDT
 DN7275  HISTORY     - 20100824 GOOD             WIDT
 DN7275
 DN7275                          STATION DESCRIPTION
 DN7275
 DN7275'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7275'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DN7275'HIGHWAY 46 SOUTH, APPROXIMATELY 6 MI (9.7 KM) NORTH OF THE CITY OF
 DN7275'AMERY, GO WEST ON US HIGHWAY 8 AND STATE HIGHWAY 46 FOR 0.2 MI (0.3
 DN7275'KM) TO COUNTY HIGHWAY H RIGHT.  TURN RIGHT AND GO NORTH OF COUNTY
 DN7275'HIGHWAY H FOR 2.3 MI (3.7 KM) TO 153RD AVENUE LEFT.  TURN LEFT AND GO
 DN7275'WEST ON 153RD AVENUE FOR 0.31 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DN7275'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7275'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7275'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7275'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7275'THE STATION IS 8.4 M (27.6 FT) NORTH OF THE CENTERLINE OF 153RD
 DN7275'AVENUE, APPROXIMATELY 172 M (564.3 FT) EAST OF PRIVATE ENTRANCE
 DN7275'-1047-, 21.9 M (71.9 FT) NORTHWEST OF POWER POLE -JAB 10-03 4-35- AND
 DN7275'IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING
 DN7275'THE STATION.
 DN7275'
 DN7275'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7275'20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0935 ***********************************************************************
 PN0935  DESIGNATION -  APPLETON
 PN0935  PID         -  PN0935
 PN0935  STATE/COUNTY-  WI/OUTAGAMIE
 PN0935  COUNTRY     -  US
 PN0935  USGS QUAD   -  APPLETON (2018)
 PN0935
 PN0935                         *CURRENT SURVEY CONTROL
 PN0935  ______________________________________________________________________
 PN0935* NAD 83(1991) POSITION- 44 17 04.07552(N) 088 22 29.00393(W)   ADJUSTED
 PN0935* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 PN0935  ______________________________________________________________________
 PN0935  GEOID HEIGHT    -        -36.284 (meters)                     GEOID18
 PN0935  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 PN0935  HORZ ORDER      -  THIRD
 PN0935
 PN0935.The horizontal coordinates were established by classical geodetic methods
 PN0935.and adjusted by the National Geodetic Survey in November 1991.
 PN0935
 PN0935.The orthometric height was scaled from a topographic map.
 PN0935
 PN0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0935.GEOID18 height accuracy estimate available here.
 PN0935
 PN0935.Click photographs - Photos may exist for this station.
 PN0935
 PN0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0935
 PN0935. The following values were computed from the NAD 83(1991) position.
 PN0935
 PN0935;                    North         East     Units Scale Factor Converg.
 PN0935;SPC WI C     -    51,427.259   729,723.331   MT  0.99999366   +1 08 48.3
 PN0935;SPC WI C     -   168,724.27  2,394,100.63   sFT  0.99999366   +1 08 48.3
 PN0935;SPC WI S     -   255,060.327   729,731.286   MT  1.00005153   +1 07 00.2
 PN0935;SPC WI S     -   836,810.42  2,394,126.73   sFT  1.00005153   +1 07 00.2
 PN0935;UTM  16      - 4,904,387.468   390,310.466   MT  0.99974797   -0 57 35.8
 PN0935
 PN0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0935!SPC WI C     -   0.99996963  x   0.99999366  =   0.99996329
 PN0935!SPC WI S     -   0.99996963  x   1.00005153  =   1.00002116
 PN0935!UTM  16      -   0.99996963  x   0.99974797  =   0.99971760
 PN0935
 PN0935:                Primary Azimuth Mark                     Grid Az
 PN0935:SPC WI C     -  APPLETON AZ MK                           181 43 28.1
 PN0935:SPC WI S     -  APPLETON AZ MK                           181 45 16.2
 PN0935:UTM  16      -  APPLETON AZ MK                           183 49 52.2
 PN0935
 PN0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9031004387(NAD 83)
 PN0935
 PN0935|---------------------------------------------------------------------|
 PN0935| PID    Reference Object                     Distance      Geod. Az  |
 PN0935|                                                           dddmmss.s |
 PN0935| PN0936 APPLETON MUNICIPAL APT BEACON        13.906 METERS 04218     |
 PN0935| PN0937 KAUKAUNA MUNICIPAL TANK             APPROX. 8.7 KM 0915641.7 |
 PN0935| PN0938 LITTLE CHUTE MUNICIPAL TANK         APPROX. 5.0 KM 0924627.9 |
 PN0935| PN0939 KIMBERLY MUNICIPAL TANK             APPROX. 3.7 KM 1103630.2 |
 PN0935| CJ4184 APPLETON AZ MK 2                                   16242     |
 PN0935| CJ4183 APPLETON AZ MK                                     1825216.4 |
 PN0935| CJ4185 APPLETON RM 1                        42.220 METERS 21012     |
 PN0935| CJ4187 APPLETON RM 3                        40.407 METERS 21246     |
 PN0935| PN0945 APPLETON WISC MICH PWR CO TWR       APPROX. 4.1 KM 2164713.3 |
 PN0935| PN0942 APPLETON S MUNICIPAL TANK OF 2      APPROX. 3.8 KM 2311702.6 |
 PN0935| PN0946 APPLETON ZION LUTH CH CROSS         APPROX. 3.0 KM 2364121.1 |
 PN0935| PN0944 OUTAGAMIE CO HOSP WATER TANK        APPROX. 6.8 KM 2632752.4 |
 PN0935| PN0943 APPLETON N MUNICIPAL TANK OF 2      APPROX. 2.5 KM 2692834.9 |
 PN0935| CJ4186 APPLETON RM 2                        25.588 METERS 34421     |
 PN0935|---------------------------------------------------------------------|
 PN0935
 PN0935                          SUPERSEDED SURVEY CONTROL
 PN0935
 PN0935  NAD 83(1986)-  44 17 04.07097(N)    088 22 28.99984(W) AD(       ) 3
 PN0935  NAD 27      -  44 17 04.11300(N)    088 22 28.60100(W) AD(       ) 3
 PN0935
 PN0935.Superseded values are not recommended for survey control.
 PN0935
 PN0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0935.See file dsdata.pdf to determine how the superseded data were derived.
 PN0935
 PN0935_MARKER: DS = TRIANGULATION STATION DISK
 PN0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0935_STAMPING: APPLETON 1954 1970
 PN0935_MARK LOGO: CGS
 PN0935_PROJECTION: RECESSED 25 CENTIMETERS
 PN0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0935+STABILITY: SURFACE MOTION
 PN0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0935+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2010
 PN0935
 PN0935  HISTORY     - Date     Condition        Report By
 PN0935  HISTORY     - 1954     MONUMENTED       CGS
 PN0935  HISTORY     - 1968     GOOD             CGS
 PN0935  HISTORY     - 1970     GOOD             NGS
 PN0935  HISTORY     - 1971     GOOD             NGS
 PN0935  HISTORY     - 1973     GOOD             USGS
 PN0935  HISTORY     - 1978     GOOD             ALSTER
 PN0935  HISTORY     - 20011006 GOOD             USPSQD
 PN0935  HISTORY     - 20030625 GOOD             USPSQD
 PN0935  HISTORY     - 20100606 GOOD             GEOCAC
 PN0935
 PN0935                          STATION DESCRIPTION
 PN0935
 PN0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0935'STATION IS LOCATED NEAR THE NORTHEAST EDGE OF APPLETON ON PROPERTY
 PN0935'OF THE APPLETON MUNICIPAL AIRPORT.  STATION IS 46 FEET EAST
 PN0935'OF THE APPROXIMATE CENTERLINE OF BALLARD ROAD AND 26 FEET
 PN0935'SOUTHWEST OF THE NORTHWEST CORNER OF A HANGER.  THE MARK IS FLUSH
 PN0935'WITH THE GROUND AND THE DISK IS STAMPED APPLETON 1954.
 PN0935'
 PN0935'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE APPROXIMATE CENTERLINE
 PN0935'OF ROAD, 10 FEET NORTH OF A POWER POLE AND 1 FOOT EAST OF FENCE.
 PN0935'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED APPLETON
 PN0935'NO 1 1954.
 PN0935'
 PN0935'REFERENCE MARK NO. 2 IS 39 FEET WEST OF WEST SIDE OF HANGER AND 22
 PN0935'FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD.  THE MARK IS
 PN0935'FLUSH WITH THE GROUND AND THE DISK IS STAMPED APPLETON
 PN0935'NO 2 1954.
 PN0935'
 PN0935'AZIMUTH MARK IS 39 FEET NORTH OF THE APPROXIMATE CENTERLINE
 PN0935'OF E GLENDALE AVE., 31 FEET WEST OF THE APPROXIMATE CENTERLINE
 PN0935'OF N BALLARD RD. AND 1 FOOT NORTHEAST OF WITNESS POST.  THE MARK
 PN0935'PROJECTS ABOUT 1 INCH ONE INCH AND THE DISK IS STAMPED APPLETON
 PN0935'1954.
 PN0935'
 PN0935'A MEASUREMENT WAS MADE TO THE APPROXIMATE CENTER OF THE AIRPORT
 PN0935'BEACON WHICH IS LOCATED BETWEEN TWO HANGERS ON THE FIELD.  THE
 PN0935'BEACON IS OF STEEL CONSTRUCTION, ABOUT 50 FEET HIGH, WITH TWO
 PN0935'ROTATING LIGHTS, ONE OF WHITE AND ONE OF GREEN.
 PN0935'
 PN0935'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 41 ABOUT
 PN0935'3 MILES WEST OF APPLETON GO NORTH AND EAST ON U.S. HIGHWAY 41
 PN0935'FOR 5.5 MILES TO CROSSROADS.  TURN RIGHT ON COUNTY ROUTE E FOR
 PN0935'0.25 MILE TO HANGERS AND STATION ON LEFT AS DESCRIBED.  CONTINUE
 PN0935'SOUTH FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT IN NORTHWEST ANGLE
 PN0935'OF CROSSROAD AS DESCRIBED.
 PN0935'
 PN0935'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN0935
 PN0935                          STATION RECOVERY (1968)
 PN0935
 PN0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 PN0935'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1
 PN0935'WAS NOT FOUND AND IS ASSUMED DESTROYED WHEN THE STREET AT THE
 PN0935'STATION SITE WAS WIDENED.  REFERENCE MARK 2 WAS FOUND IN A
 PN0935'DIFFERENT LOCATION THAN PREVIOUSLY DESCRIBED AND POINTED 180
 PN0935'DEGREES OFF.  THE AZIMUTH MARK COULD NOT BE FOUND AND IS
 PN0935'ASSUMED DESTROYED BY ROAD OR STREET WORK ALSO.  NONE OF THE
 PN0935'AZIMUTH OBJECTS WERE VISIBLE TO ESTABLISH A NEW AZIMUTH MARK
 PN0935'FROM.  THE AIRPORT IS NOW ABANDONED.  A NEW DESCRIPTION
 PN0935'FOLLOWS
 PN0935'
 PN0935'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF APPLETON, 94
 PN0935'FEET NORTHEAST OF THE INTERSECTION OF E PERSHING STREET AND N
 PN0935'BALLARD ROAD, 48 FEET EAST OF THE CENTERLINE OF N BALLARD ROAD,
 PN0935'26 FEET SOUTHWEST OF THE NORTHWEST CORNER OF AN OLD HANGER, 24
 PN0935'FEET EAST OF THE EAST CURBING OF N BALLARD ROAD AND 1 FOOT
 PN0935'NORTHWEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND
 PN0935'THE DISK IS STAMPED APPLETON 1954 (NOTE 1A 7A)
 PN0935'
 PN0935'REFERENCE MARK 2 IS 36 FEET WEST OF THE WEST SIDE OF AN OLD
 PN0935'HANGER 67 FEET NORTH OF A POWER POLE AND 30 FEET EAST OF THE
 PN0935'CENTERLINE OF THE ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 PN0935'STAMPED APPLETON NO 2 1954.
 PN0935'
 PN0935'REFERENCE MARK 3 IS A STANDARD DISK STAMPED APPLETON 1954 NO 3
 PN0935'1968 SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK, 40 FEET
 PN0935'SOUTHWEST OF THE INTERSECTION, 33 FEET NORTHEAST OF THE NORTHEAST
 PN0935'CORNER OF A HOUSE 1921 E. PERSHING STREET AND 2 FEET NORTHWEST
 PN0935'OF A POWER POLE.
 PN0935'
 PN0935'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PN0935'
 PN0935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT APPLETON
 PN0935
 PN0935                          STATION RECOVERY (1970)
 PN0935
 PN0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PN0935'THE STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3 WERE
 PN0935'FOUND IN GOOD CONDITION.  THERE WAS SOME DOUBT AS TO THE STATION
 PN0935'MARK BEING IN ITS ORIGINAL LOCATION.  THIS WAS VERIFIED BY DIGGING
 PN0935'OUT THE SURFACE STATION MARK AND FINDING THE UNDERGROUND STATION
 PN0935'MARK DIRECTLY UNDER IT.  AS MENTIONED IN THE 1968 RECOVERY NOTE
 PN0935'REFERENCE MARK 2 WAS FOUND TO HAVE BEEN MOVED.  NONE OF THE
 PN0935'AZIMUTH OBJECTS WERE VISIBLE FROM WHICH TO SET A NEW AZIMUTH
 PN0935'MARK FROM.  THE AIRPORT IS NOW AN INDUSTRIAL PARK.  THE 1968
 PN0935'DESCRIPTION IS GOOD WITH THE FOLLOWING--
 PN0935'
 PN0935'THE STATION MARK IS 1 FOOT WEST OF A METAL WITNESS POST, 40 FEET
 PN0935'SOUTH OF THE CENTERLINE OF DRIVEWAY TO RAY* O-VAC CO. PLANT
 PN0935'AND 28 FEET SOUTHEAST OF A LIGHT POLE.  THE MONUMENT IS FLUSH
 PN0935'AND THE DISK IS STAMPED APPLETON 1954 1970.  (NOTE 1A 7A)
 PN0935'
 PN0935'REFERENCE MARK 2 IS 40 FEET NORTH OF THE CENTERLINE OF THE
 PN0935'DRIVEWAY AND 7 FEET EAST OF THE EAST CURB OF THE STREET.
 PN0935'
 PN0935'REFERENCE MARK 3 AS DESCRIBED.
 PN0935'
 PN0935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT APPLETON
 PN0935
 PN0935                          STATION RECOVERY (1971)
 PN0935
 PN0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PN0935'THE STATION MARK, REFERENCE MARK 2 AND 3 WERE FOUND AS DESCRIBED
 PN0935'AND IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS
 PN0935'CHECKED BUT THE DIRECTION BETWEEN THEM WAS FOUND TO BE IN ERROR BY
 PN0935'2 MINUTES AND 47 SECONDS.  SINCE THE ORIGINAL AZIMUTH MARK IS
 PN0935'GONE A NEW AZIMUTH MARK WAS SET AND POLARIS OBSERVATIONS WERE
 PN0935'MADE.  A NEW DESCRIPTION FOLLOWS--
 PN0935'
 PN0935'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF APPLETON AT THE
 PN0935'WEST EDGE OF THE INDUSTRIAL PARK, 1 FOOT WEST OF A METAL WITNESS
 PN0935'POST, 42 FEET SOUTH OF THE CENTERLINE OF DRIVEWAY TO RAY-O-VAC
 PN0935'PLANT, 27 FEET SOUTHEAST OF A LIGHT POLE, 24 FEET EAST OF THE EAST
 PN0935'CURB OF BALLARD RD., 94 FEET NORTHEAST OF THE INTERSECTION OF
 PN0935'BALLARD RD. AND PERSHING ST., AND 48 FEET EAST OF THE CENTERLINE
 PN0935'OF BALLARD RD.  THE MONUMENT IS 10 INCHES UNDERGROUND AND THE
 PN0935'DISK IS STAMPED APPLETON 1954 1970 (NOTE 1A 7A)
 PN0935'
 PN0935'REFERENCE MARK 2 IS 6 FEET EAST OF THE EAST CURB OF BALLARD
 PN0935'RD. AND 40 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY TO
 PN0935'PLANT.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED APPLETON
 PN0935'NO 2 1954.  (NOTE 11A)
 PN0935'
 PN0935'REFERENCE MARK 3 IS A STANDARD DISK STAMPED APPLETON 1954 NO 3
 PN0935'1968 SET IN A DRILL HOLE IN CONCRETE SIDEWALK, 27 FEET WEST
 PN0935'OF THE CENTERLINE OF BALLARD RD., 29 FEET SOUTH OF THE CENTERLINE
 PN0935'OF PERSHING ST., 2 FEET NORTHWEST OF A POWER POLE AND 33 FEET
 PN0935'NORTHEAST OF THE CORNER OF HOUSE 2419 BALLARD AND 1921 PERSHING.
 PN0935'
 PN0935'THE AZIMUTH MARK IS A STANDARD DISK STAMPED APPLETON 1954 1971
 PN0935'SET IN A DRILL HOLE IN THE NORTH SIDE OF THE ROUND CONCRETE
 PN0935'BASE OF APPLETON MILLS FLAGPOLE.
 PN0935'
 PN0935'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON BALLARD
 PN0935'RD. FOR 0.15 MILE TO A DRIVEWAY LEFT.  TURN LEFT AND GO EAST
 PN0935'ON THE DRIVEWAY FOR 0.1 MILE TO APPLETON MILLS PLANT.  TURN
 PN0935'RIGHT AND GO SOUTH KEEPING ON PAVEMENT FOR 0.1 MILE TO THE
 PN0935'FLAGPOLE IN THE CENTER OF CIRCLE DRIVE.
 PN0935'
 PN0935'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PN0935'
 PN0935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT APPLETON
 PN0935
 PN0935                          STATION RECOVERY (1973)
 PN0935
 PN0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PN0935'STATION FOUND IN GOOD CONDITION.  STATION FOUND BY PROBING
 PN0935'NEAR WITNESS POST.  R.M. 2 AND R.M. 3 FOUND IN GOOD CONDITION, NO
 PN0935'DESCRIPTION AVAILABLE AT PRESENT WRITING.
 PN0935'
 PN0935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED
 PN0935'NEAR THE NE EDGE OF APPLETON.
 PN0935
 PN0935                          STATION RECOVERY (1978)
 PN0935
 PN0935'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978 (LOC)
 PN0935'APPLETON 1954-1970 RECOVERED GOOD.
 PN0935'
 PN0935'APPLETON NO 2 1954 RECOVERED GOOD.
 PN0935'
 PN0935'APPLETON NO 3 1954-1968 RECOVERED GOOD.
 PN0935'
 PN0935'APPLETON 1954-1970 RECOVERED GOOD.
 PN0935'
 PN0935'OF ALL THE SIGHTINGS, FROM THE GROUND, ONLY THE AZ MK IS VISIBLE.
 PN0935'
 PN0935'DISTANCE AND DIRECTION FROM NEAREST TOWN--NE EDGE OF APPLETON, WIS.
 PN0935
 PN0935                          STATION RECOVERY (2001)
 PN0935
 PN0935'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0935'DELETE RAY-O-VAC, CHANGE TO BOLDT
 PN0935'RM-2 NOT FOUND, RM-3 GOOD CONDITION, AZ-NF PRESUMED DESTROYED WHEN
 PN0935'FLAG POLE BASE WAS REMOVED FOR BUILDING EXPANSION
 PN0935
 PN0935                          STATION RECOVERY (2003)
 PN0935
 PN0935'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0935'THE STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE DRIVEWAY
 PN0935'REFERENCED IN THE DESCRIPTION IS THE -EXIT ONLY- DRIVEWAY WHICH IS THE
 PN0935'NORTHERN OF TWO.  THE STATION IS 12 INCHES UNDER GROUND LEVEL.
 PN0935'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE NOT FOUND.  REFERENCE MARK
 PN0935'3 WAS NOT FOUND BECAUSE THE SIDEWALK WAS REPLACED IN 2002.
 PN0935
 PN0935                          STATION RECOVERY (2010)
 PN0935
 PN0935'RECOVERY NOTE BY GEOCACHING 2010 (JTS)
 PN0935'12 INCHES BELOW SURFACE LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6092 ***********************************************************************
 DF6092  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6092  DESIGNATION -  APPLETON GPS
 DF6092  PID         -  DF6092
 DF6092  STATE/COUNTY-  WI/OUTAGAMIE
 DF6092  COUNTRY     -  US
 DF6092  USGS QUAD   -  APPLETON (2018)
 DF6092
 DF6092                         *CURRENT SURVEY CONTROL
 DF6092  ______________________________________________________________________
 DF6092* NAD 83(2011) POSITION- 44 17 59.05119(N) 088 29 13.14034(W)   ADJUSTED
 DF6092* NAD 83(2011) ELLIP HT-   213.361 (meters)        (06/27/12)   ADJUSTED
 DF6092* NAD 83(2011) EPOCH   -  2010.00
 DF6092* NAVD 88 ORTHO HEIGHT -   249.70  (meters)      819.2   (feet) GPS OBS
 DF6092  ______________________________________________________________________
 DF6092  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6092  GEOID HEIGHT    -        -36.336 (meters)                     GEOID12A
 DF6092  GEOID HEIGHT    -        -36.336 (meters)                     GEOID18
 DF6092  NAD 83(2011) X  -    120,730.698 (meters)                     COMP
 DF6092  NAD 83(2011) Y  - -4,570,836.547 (meters)                     COMP
 DF6092  NAD 83(2011) Z  -  4,432,137.803 (meters)                     COMP
 DF6092  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 DF6092
 DF6092  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6092  Standards:
 DF6092         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6092            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6092  -------------------------------------------------------------------
 DF6092  NETWORK    0.50   0.43           0.23   0.17   0.22     -0.02226253
 DF6092  -------------------------------------------------------------------
 DF6092  Click here for local accuracies and other accuracy information.
 DF6092
 DF6092.The horizontal coordinates were established by GPS observations
 DF6092.and adjusted by the National Geodetic Survey in June 2012.
 DF6092
 DF6092.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6092.been affixed to the stable North American tectonic plate. See 
 DF6092.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6092
 DF6092.The horizontal coordinates are valid at the epoch date displayed above
 DF6092.which is a decimal equivalence of Year/Month/Day.
 DF6092
 DF6092.The orthometric height was determined by GPS observations and a
 DF6092.high-resolution geoid model using precise GPS observation and
 DF6092.processing techniques.
 DF6092
 DF6092.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6092.GEOID18 height accuracy estimate available here.
 DF6092
 DF6092.Click photographs - Photos may exist for this station.
 DF6092
 DF6092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6092
 DF6092.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6092
 DF6092.The ellipsoidal height was determined by GPS observations
 DF6092.and is referenced to NAD 83.
 DF6092
 DF6092. The following values were computed from the NAD 83(2011) position.
 DF6092
 DF6092;                    North         East     Units Scale Factor Converg.
 DF6092;SPC WI C     -    52,950.694   720,732.622   MT  0.99999097   +1 04 03.2
 DF6092;SPC WI C     -   173,722.40  2,364,603.61   sFT  0.99999097   +1 04 03.2
 DF6092;UTM  16      - 4,906,239.908   381,383.899   MT  0.99977303   -1 02 19.1
 DF6092
 DF6092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6092!SPC WI C     -   0.99996655  x   0.99999097  =   0.99995752
 DF6092!UTM  16      -   0.99996655  x   0.99977303  =   0.99973958
 DF6092
 DF6092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8138306239(NAD 83)
 DF6092
 DF6092                          SUPERSEDED SURVEY CONTROL
 DF6092
 DF6092  NAD 83(2007)-  44 17 59.05129(N)    088 29 13.14117(W) AD(2002.00) 0
 DF6092  ELLIP H (02/10/07)  213.402  (m)                       GP(2002.00)    
 DF6092  NAD 83(1997)-  44 17 59.05138(N)    088 29 13.14130(W) AD(       ) 1
 DF6092  ELLIP H (06/11/03)  213.398  (m)                       GP(       ) 3 1
 DF6092  NAVD 88 (07/26/07)  249.68   (m)  GEOID03  model used  GPS OBS        
 DF6092  NAVD 88 (06/11/03)  249.68   (m)  GEOID99  model used  GPS OBS        
 DF6092
 DF6092.Superseded values are not recommended for survey control.
 DF6092
 DF6092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6092.See file dsdata.pdf to determine how the superseded data were derived.
 DF6092
 DF6092_MARKER: DD = SURVEY DISK
 DF6092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6092_STAMPING: APPLETON GPS 1993
 DF6092_MARK LOGO: WIDT
 DF6092_PROJECTION: FLUSH
 DF6092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6092+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 DF6092
 DF6092  HISTORY     - Date     Condition        Report By
 DF6092  HISTORY     - 1993     MONUMENTED       WI-087
 DF6092  HISTORY     - 2002     GOOD             WIDT
 DF6092  HISTORY     - 20030625 GOOD             USPSQD
 DF6092  HISTORY     - 20040725 GOOD             USPSQD
 DF6092  HISTORY     - 20050712 GOOD             WIDT
 DF6092
 DF6092                          STATION DESCRIPTION
 DF6092
 DF6092'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6092'THE STATION IS LOCATED ABOUT 7 KM NORTHWEST OF APPLETON AND 4 KM EAST
 DF6092'OF GREENVILLE.  OWNERSHIP--TOWN OF GRAND CHUTE.
 DF6092'
 DF6092'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DF6092'HIGHWAY 15 NEAR THE NORTHWEST SIDE OF APPLETON, GO WEST ON STATE
 DF6092'HIGHWAY 15 FOR 1.6 KM TO MCCARTHY ROAD, TURN LEFT AND GO NORTH ON
 DF6092'MCCARTHY ROAD FOR 1.8 KM TO THE STATION ON THE LEFT.
 DF6092'
 DF6092'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION CONTROL
 DF6092'STATION SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DF6092'DEPTH OF 1.8 M AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  IT IS 9.3 M
 DF6092'WEST OF MCCARTHY ROAD, 69 M SOUTH OF THE EXTENDED CENTERLINE OF
 DF6092'PRIVATE ENTRANCE 4000, 0.5 M EAST OF A STEEL WITNESS POST, 1.0 M WEST,
 DF6092'1.0 M SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS
 DF6092'POSTS.
 DF6092'
 DF6092'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF6092'DEGREES ABOVE THE HORIZON.
 DF6092
 DF6092                          STATION RECOVERY (2003)
 DF6092
 DF6092'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6092'RECOVERED IN GOOD CONDITION.  THE MONUMEMT IS 0.8 MILE NORTH OF
 DF6092'HIGHWAY 15, 0.3 MILE NORTH OF WEST CAPITOL DRIVE, AND LOCATED IN THE
 DF6092'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC WITNESS GUARD
 DF6092'POSTS.
 DF6092
 DF6092                          STATION RECOVERY (2004)
 DF6092
 DF6092'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6092'RECOVERED IN GOOD CONDITION.
 DF6092
 DF6092                          STATION RECOVERY (2005)
 DF6092
 DF6092'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6092'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0943 ***********************************************************************
 PN0943  DESIGNATION -  APPLETON N MUNICIPAL TANK OF 2
 PN0943  PID         -  PN0943
 PN0943  STATE/COUNTY-  WI/OUTAGAMIE
 PN0943  COUNTRY     -  US
 PN0943  USGS QUAD   -  APPLETON (2018)
 PN0943
 PN0943                         *CURRENT SURVEY CONTROL
 PN0943  ______________________________________________________________________
 PN0943* NAD 83(1991) POSITION- 44 17 03.31617(N) 088 24 22.28668(W)   ADJUSTED
 PN0943  ______________________________________________________________________
 PN0943  GEOID HEIGHT    -        -36.298 (meters)                     GEOID18
 PN0943  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 PN0943  HORZ ORDER      -  THIRD
 PN0943
 PN0943.The horizontal coordinates were established by classical geodetic methods
 PN0943.and adjusted by the National Geodetic Survey in November 1991.
 PN0943
 PN0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0943.GEOID18 height accuracy estimate available here.
 PN0943
 PN0943.Click photographs - Photos may exist for this station.
 PN0943
 PN0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0943
 PN0943. The following values were computed from the NAD 83(1991) position.
 PN0943
 PN0943;                    North         East     Units Scale Factor Converg.
 PN0943;SPC WI C     -    51,354.043   727,212.508   MT  0.99999370   +1 07 28.4
 PN0943;SPC WI C     -   168,484.06  2,385,863.04   sFT  0.99999370   +1 07 28.4
 PN0943;SPC WI S     -   254,988.409   727,220.280   MT  1.00005148   +1 05 42.4
 PN0943;SPC WI S     -   836,574.47  2,385,888.54   sFT  1.00005148   +1 05 42.4
 PN0943;UTM  16      - 4,904,406.592   387,799.257   MT  0.99975482   -0 58 55.0
 PN0943
 PN0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8779904406(NAD 83)
 PN0943
 PN0943                          SUPERSEDED SURVEY CONTROL
 PN0943
 PN0943  NAD 83(1986)-  44 17 03.31176(N)    088 24 22.28347(W) AD(       ) 3
 PN0943  NAD 27      -  44 17 03.35500(N)    088 24 21.88800(W) AD(       ) 3
 PN0943
 PN0943.Superseded values are not recommended for survey control.
 PN0943
 PN0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0943.See file dsdata.pdf to determine how the superseded data were derived.
 PN0943
 PN0943_MARKER: 53 = ELEVATED TANK
 PN0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0943+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 PN0943
 PN0943  HISTORY     - Date     Condition        Report By
 PN0943  HISTORY     - 1954     FIRST OBSERVED   CGS
 PN0943  HISTORY     - 1969     GOOD             CGS
 PN0943  HISTORY     - 19941025 GOOD             USPSQD
 PN0943  HISTORY     - 19980808 GOOD             USPSQD
 PN0943  HISTORY     - 20010331 GOOD             NGS
 PN0943  HISTORY     - 20011006 GOOD             USPSQD
 PN0943  HISTORY     - 20031212 GOOD             USPSQD
 PN0943  HISTORY     - 20060127 GOOD             GEOCAC
 PN0943
 PN0943                          STATION DESCRIPTION
 PN0943
 PN0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0943'THE STATION IS LOCATED NORTH OF THE INTERSECTION OF N. ONEIDA
 PN0943'STREET AND E. LINDBERG STREET.  IT IS ABOUT 125 FEET HIGH, OF
 PN0943'STEEL CONSTRUCTION, 8 LEGGED, PAINTED SILVER.  THE POINT
 PN0943'INTERSECTED WAS THE BALL ON THE ROOF.
 PN0943
 PN0943                          STATION RECOVERY (1969)
 PN0943
 PN0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 PN0943'THE STATION WAS RECOVERED AS DESCRIBED IN QUAD 440882, STATION
 PN0943'1032.
 PN0943'
 PN0943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT APPLETON
 PN0943
 PN0943                          STATION RECOVERY (1994)
 PN0943
 PN0943'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0943'RECOVERED IN GOOD CONDITION.
 PN0943
 PN0943                          STATION RECOVERY (1998)
 PN0943
 PN0943'RECOVERY NOTE BY US POWER SQUADRON 1998
 PN0943'RECOVERED IN GOOD CONDITION.
 PN0943
 PN0943                          STATION RECOVERY (2001)
 PN0943
 PN0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0943'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0943
 PN0943                          STATION RECOVERY (2001)
 PN0943
 PN0943'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0943'RECOVERED IN GOOD CONDITION.
 PN0943
 PN0943                          STATION RECOVERY (2003)
 PN0943
 PN0943'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0943'RECOVERED IN GOOD CONDITION.  TANK IS NOW PAINTED A LIGHT BLUE COLOR.
 PN0943
 PN0943                          STATION RECOVERY (2006)
 PN0943
 PN0943'RECOVERY NOTE BY GEOCACHING 2006 (RFC)
 PN0943'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0946 ***********************************************************************
 PN0946  DESIGNATION -  APPLETON ZION LUTH CH CROSS
 PN0946  PID         -  PN0946
 PN0946  STATE/COUNTY-  WI/OUTAGAMIE
 PN0946  COUNTRY     -  US
 PN0946  USGS QUAD   -  APPLETON (2018)
 PN0946
 PN0946                         *CURRENT SURVEY CONTROL
 PN0946  ______________________________________________________________________
 PN0946* NAD 83(1991) POSITION- 44 16 11.30199(N) 088 24 20.73682(W)   ADJUSTED
 PN0946  ______________________________________________________________________
 PN0946  GEOID HEIGHT    -        -36.300 (meters)                     GEOID18
 PN0946  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 PN0946  HORZ ORDER      -  THIRD
 PN0946
 PN0946.The horizontal coordinates were established by classical geodetic methods
 PN0946.and adjusted by the National Geodetic Survey in November 1991.
 PN0946
 PN0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0946.GEOID18 height accuracy estimate available here.
 PN0946
 PN0946.Click photographs - Photos may exist for this station.
 PN0946
 PN0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0946
 PN0946. The following values were computed from the NAD 83(1991) position.
 PN0946
 PN0946;                    North         East     Units Scale Factor Converg.
 PN0946;SPC WI C     -    49,749.565   727,278.383   MT  0.99999631   +1 07 29.5
 PN0946;SPC WI C     -   163,220.03  2,386,079.16   sFT  0.99999631   +1 07 29.5
 PN0946;SPC WI S     -   253,383.810   727,285.334   MT  1.00004761   +1 05 43.5
 PN0946;SPC WI S     -   831,310.05  2,386,101.97   sFT  1.00004761   +1 05 43.5
 PN0946;UTM  16      - 4,902,801.162   387,806.114   MT  0.99975480   -0 58 53.0
 PN0946
 PN0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8780602801(NAD 83)
 PN0946
 PN0946                          SUPERSEDED SURVEY CONTROL
 PN0946
 PN0946  NAD 83(1986)-  44 16 11.29731(N)    088 24 20.73360(W) AD(       ) 3
 PN0946  NAD 27      -  44 16 11.34000(N)    088 24 20.33600(W) AD(       ) 3
 PN0946
 PN0946.Superseded values are not recommended for survey control.
 PN0946
 PN0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0946.See file dsdata.pdf to determine how the superseded data were derived.
 PN0946
 PN0946_MARKER: 91 = CHURCH CROSS
 PN0946
 PN0946  HISTORY     - Date     Condition        Report By
 PN0946  HISTORY     - 1954     FIRST OBSERVED   CGS
 PN0946  HISTORY     - 19950429 GOOD             USPSQD
 PN0946
 PN0946                          STATION DESCRIPTION
 PN0946
 PN0946'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3949 ***********************************************************************
 DS3949  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3949  DESIGNATION -  APPLEUPP
 DS3949  PID         -  DS3949
 DS3949  STATE/COUNTY-  WI/OUTAGAMIE
 DS3949  COUNTRY     -  US
 DS3949  USGS QUAD   -  APPLETON (2018)
 DS3949
 DS3949                         *CURRENT SURVEY CONTROL
 DS3949  ______________________________________________________________________
 DS3949* NAD 83(2011) POSITION- 44 15 12.03817(N) 088 24 38.85494(W)   ADJUSTED
 DS3949* NAD 83(2011) ELLIP HT-   189.708 (meters)        (12/02/25)   ADJUSTED
 DS3949* NAD 83(2011) EPOCH   -  2010.00
 DS3949* NAVD 88 ORTHO HEIGHT -   226.02  (meters)      741.5   (feet) GPS OBS
 DS3949  ______________________________________________________________________
 DS3949  GEOID HEIGHT    -        -36.307 (meters)                     GEOID18
 DS3949  NAD 83(2011) X  -    126,908.106 (meters)                     COMP
 DS3949  NAD 83(2011) Y  - -4,574,252.600 (meters)                     COMP
 DS3949  NAD 83(2011) Z  -  4,428,430.285 (meters)                     COMP
 DS3949  LAPLACE CORR    -          1.54  (seconds)                    DEFLEC18
 DS3949
 DS3949  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3949  Standards:
 DS3949         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3949            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3949  -------------------------------------------------------------------
 DS3949  NETWORK    0.46   0.84           0.21   0.16   0.43     -0.04011489
 DS3949  -------------------------------------------------------------------
 DS3949  Click here for local accuracies and other accuracy information.
 DS3949
 DS3949.The horizontal coordinates were established by GPS observations
 DS3949.and adjusted by the National Geodetic Survey in December 2025.
 DS3949
 DS3949.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3949.been affixed to the stable North American tectonic plate. See 
 DS3949.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3949
 DS3949.The horizontal coordinates are valid at the epoch date displayed above
 DS3949.which is a decimal equivalence of Year/Month/Day.
 DS3949
 DS3949.The orthometric height was determined by GPS observations and a
 DS3949.high-resolution geoid model using precise GPS observation and
 DS3949.processing techniques.
 DS3949
 DS3949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3949.GEOID18 height accuracy estimate available here.
 DS3949
 DS3949.Click photographs - Photos may exist for this station.
 DS3949
 DS3949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3949
 DS3949.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3949
 DS3949.The ellipsoidal height was determined by GPS observations
 DS3949.and is referenced to NAD 83.
 DS3949
 DS3949. The following values were computed from the NAD 83(2011) position.
 DS3949
 DS3949;                    North         East     Units Scale Factor Converg.
 DS3949;SPC WI C     -    47,912.810   726,912.429   MT  0.99999937   +1 07 16.7
 DS3949;SPC WI C     -   157,193.94  2,384,878.53   sFT  0.99999937   +1 07 16.7
 DS3949;UTM  16      - 4,900,979.538   387,373.012   MT  0.99975600   -0 59 04.6
 DS3949
 DS3949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3949!SPC WI C     -   0.99997025  x   0.99999937  =   0.99996962
 DS3949!UTM  16      -   0.99997025  x   0.99975600  =   0.99972626
 DS3949
 DS3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8737300979(NAD 83)
 DS3949
 DS3949                          SUPERSEDED SURVEY CONTROL
 DS3949
 DS3949.No superseded survey control is available for this station.
 DS3949
 DS3949_MARKER: DD = SURVEY DISK
 DS3949_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DS3949_SP_SET: DAM CUTOFF WALL
 DS3949_STAMPING: APPL.UPPER 2005
 DS3949_MARK LOGO: USACE
 DS3949_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DS3949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS3949+STABILITY: POSITION/ELEVATION WELL
 DS3949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3949+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2022
 DS3949
 DS3949  HISTORY     - Date     Condition        Report By
 DS3949  HISTORY     - 20050501 MONUMENTED       USACE
 DS3949  HISTORY     - 20220808 GOOD             DJHENK
 DS3949
 DS3949                          STATION DESCRIPTION
 DS3949
 DS3949'DESCRIBED BY DJ HENKEL AND ASSOCIATES LLC 2022 (DJH)
 DS3949'THE MARK IS LOCATED IN APPLETON, WISCONSIN.
 DS3949'
 DS3949'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH OLDE ONEIDA STREET
 DS3949'AND EAST SOUTH RIVER STREET IN THE CITY OF APPLETON, WISCONSIN, GO
 DS3949'EAST ON AN UNNAMED DIRT ROAD FOR 0.2 MI (0.3 KM) TO THE LOCKED GATE AT
 DS3949'THE UPPER APPLETON LOCK AND DAM.  PROCEED ON FOOT NORTHWEST
 DS3949'APPROXIMATELY 100 M (328.1 FT) ACROSS THE LOCK THEN SOUTHWEST 150 M
 DS3949'(492.1 FT) ON THE DAM WALL TO THE STATION.
 DS3949'
 DS3949'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE SIDEWALK
 DS3949'ATOP OF A CUTOFF WALL WEST OF THE HYDROELECTRIC POWER PLANT OF THE
 DS3949'APPLETON UPPER LOCK AND DAM.
 DS3949'
 DS3949'THE STATION IS APPROXIMATELY 80 M (262.5 FT) SOUTHEAST OF THE
 DS3949'SOUTHEAST WALL OF A HYDROELECTRIC POWER PLANT, 28.2 M (92.5 FT) EAST
 DS3949'OF A LIGHT POLE, 27 M (88.6 FT) EAST OF DAM ABUTMENT, 2.5 M (8.2 FT)
 DS3949'NORTH-NORTHWEST OF THE FOURTH BOLLARD WEST OF THE HYDROELECTRIC POWER
 DS3949'PLANT, 1.3 M (4.3 FT) SOUTH-SOUTHEAST OF A GUARD RAILING AND 0.7 M
 DS3949'(2.3 FT) NORTH OF THE SOUTH EDGE OF THE SIDEWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1622 ***********************************************************************
 NH1622  DESIGNATION -  APV
 NH1622  PID         -  NH1622
 NH1622  STATE/COUNTY-  WI/DANE
 NH1622  COUNTRY     -  US
 NH1622  USGS QUAD   -  VERONA (2018)
 NH1622
 NH1622                         *CURRENT SURVEY CONTROL
 NH1622  ______________________________________________________________________
 NH1622* NAD 83(1997) POSITION- 42 56 15.39995(N) 089 34 22.87218(W)   ADJUSTED
 NH1622* NAD 83(1997) ELLIP HT-   307.207 (meters)        (10/21/99)   ADJUSTED
 NH1622* NAVD 88 ORTHO HEIGHT -   341.1   (meters)     1119.    (feet) VERTCON3
 NH1622  ______________________________________________________________________
 NH1622  GEOID HEIGHT    -        -34.059 (meters)                     GEOID18
 NH1622  NAD 83(1997) X  -     34,852.917 (meters)                     COMP
 NH1622  NAD 83(1997) Y  - -4,676,772.461 (meters)                     COMP
 NH1622  NAD 83(1997) Z  -  4,322,639.505 (meters)                     COMP
 NH1622  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 NH1622  HORZ ORDER      -  SECOND
 NH1622  ELLP ORDER      -  FOURTH    CLASS I
 NH1622
 NH1622.The horizontal coordinates were established by GPS observations
 NH1622.and adjusted by the National Geodetic Survey in October 1999.
 NH1622
 NH1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1622
 NH1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1622.GEOID18 height accuracy estimate available here.
 NH1622
 NH1622.Click photographs - Photos may exist for this station.
 NH1622
 NH1622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1622
 NH1622.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1622
 NH1622.The ellipsoidal height was determined by GPS observations
 NH1622.and is referenced to NAD 83.
 NH1622
 NH1622. The following values were computed from the NAD 83(1997) position.
 NH1622
 NH1622;                    North         East     Units Scale Factor Converg.
 NH1622;SPC WI S     -   104,249.101   634,850.194   MT  0.99996508   +0 17 36.2
 NH1622;SPC WI S     -   342,023.93  2,082,837.68   sFT  0.99996508   +0 17 36.2
 NH1622;UTM  16      - 4,757,098.932   290,060.122   MT  1.00014225   -1 45 12.2
 NH1622
 NH1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1622!SPC WI S     -   0.99995182  x   0.99996508  =   0.99991691
 NH1622!UTM  16      -   0.99995182  x   1.00014225  =   1.00009407
 NH1622
 NH1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9006057098(NAD 83)
 NH1622
 NH1622                          SUPERSEDED SURVEY CONTROL
 NH1622
 NH1622  NAD 83(1991)-  42 56 15.39955(N)    089 34 22.87132(W) AD(       ) 2
 NH1622  NAD 83(1986)-  42 56 15.39205(N)    089 34 22.87236(W) AD(       ) 2
 NH1622  NAD 27      -  42 56 15.39330(N)    089 34 22.43364(W) AD(       ) 2
 NH1622  NGVD 29 (04/21/89)  341.2    (m)  RAPSU86  model used  GPS OBS        
 NH1622
 NH1622.Superseded values are not recommended for survey control.
 NH1622
 NH1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1622.See file dsdata.pdf to determine how the superseded data were derived.
 NH1622
 NH1622_MARKER: DS = TRIANGULATION STATION DISK
 NH1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1622_STAMPING: APV 1983
 NH1622_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1622+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NH1622
 NH1622  HISTORY     - Date     Condition        Report By
 NH1622  HISTORY     - 1983     MONUMENTED       WIDT
 NH1622  HISTORY     - 1988     GOOD             NGS
 NH1622
 NH1622                          STATION DESCRIPTION
 NH1622
 NH1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NH1622'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHEAST OF PRIMROSE,
 NH1622'6.4 KM (4.00 MI) SOUTHWEST OF VERONA, 4.0 KM (2.50 MI) NORTH-NORTHWEST
 NH1622'OF PAOLI AND ON ROAD RIGHT-OF-WAY.  OWNERSHIP--STATE OF WISCONSIN,
 NH1622'CONTACT, ROGER C. HODEL, CHAIRMAN, TOWN OF MONTROSE, ROUTE 1,
 NH1622'BELLEVILLE, WI 53508, PHONE 608-424-6177.
 NH1622'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69 AND
 NH1622'SCHALLER ROAD, ABOUT 1.6 KM (1.00 MI) NORTHWEST OF PAOLI, GO WEST ON
 NH1622'SCHALLER ROAD FOR 2.8 KM (1.75 MI) TO SPEEDWAY ROAD.  TURN RIGHT AND
 NH1622'GO NORTH ON SPEEDWAY ROAD FOR ABOUT 45.7 M (149.9 FT) TO STATION ON
 NH1622'THE RIGHT.
 NH1622'THE STATION IS A STATE OF WISCONSIN TRIANGULATION STATION
 NH1622'STAMPED---APV 1983---, SET IN THE TOP OF A CONCRETE POST.  LOCATED
 NH1622'29.3 M (96.1 FT) SOUTH FROM AN OAK TREE, 26.7 M (87.6 FT) NORTHEAST
 NH1622'FROM UTILITY POLE 24-28, 7.0 M (23.0 FT) EAST FROM CENTER OF SCHALLER
 NH1622'ROAD AND 0.5 M (1.6 FT) NORTH-NORTHWEST FROM WITNESS POST.
 NH1622'DANE COUNTY PART II, WI, 1988.
 NH1622'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1622'DESCRIBED BY J.D. RIGNEY, JR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1198 ***********************************************************************
 OM1198  DESIGNATION -  ARBOR
 OM1198  PID         -  OM1198
 OM1198  STATE/COUNTY-  WI/JUNEAU
 OM1198  COUNTRY     -  US
 OM1198  USGS QUAD   -  WISCONSIN DELLS NORTH (2018)
 OM1198
 OM1198                         *CURRENT SURVEY CONTROL
 OM1198  ______________________________________________________________________
 OM1198* NAD 83(1991) POSITION- 43 39 31.03228(N) 089 49 26.26077(W)   ADJUSTED
 OM1198* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 OM1198  ______________________________________________________________________
 OM1198  GEOID HEIGHT    -        -35.398 (meters)                     GEOID18
 OM1198  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 OM1198  HORZ ORDER      -  THIRD
 OM1198
 OM1198.The horizontal coordinates were established by classical geodetic methods
 OM1198.and adjusted by the National Geodetic Survey in November 1991.
 OM1198
 OM1198.The orthometric height was scaled from a topographic map.
 OM1198
 OM1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1198.GEOID18 height accuracy estimate available here.
 OM1198
 OM1198.Click photographs - Photos may exist for this station.
 OM1198
 OM1198.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1198
 OM1198. The following values were computed from the NAD 83(1991) position.
 OM1198
 OM1198;                    North         East     Units Scale Factor Converg.
 OM1198;SPC WI S     -   184,273.167   614,199.271   MT  0.99994261   +0 07 15.4
 OM1198;SPC WI S     -   604,569.55  2,015,085.44   sFT  0.99994261   +0 07 15.4
 OM1198;UTM  16      - 4,837,833.268   272,292.835   MT  1.00023781   -1 57 01.4
 OM1198
 OM1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1198!SPC WI S     -   0.99995914  x   0.99994261  =   0.99990175
 OM1198!UTM  16      -   0.99995914  x   1.00023781  =   1.00019694
 OM1198
 OM1198:                Primary Azimuth Mark                     Grid Az
 OM1198:SPC WI S     -  ARBOR AZ MK                              292 06 23.5
 OM1198:UTM  16      -  ARBOR AZ MK                              294 10 40.3
 OM1198
 OM1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7229237833(NAD 83)
 OM1198
 OM1198|---------------------------------------------------------------------|
 OM1198| PID    Reference Object                     Distance      Geod. Az  |
 OM1198|                                                           dddmmss.s |
 OM1198| OM1134 ATT MICRO TWR 4 MI N MERRIMAC       APPROX.29.0 KM 1504000.6 |
 OM1198| CI8924 ARBOR RM 1                            9.789 METERS 15945     |
 OM1198| CI8923 ARBOR AZ MK                                        2921338.9 |
 OM1198| CI8925 ARBOR RM 2                           10.428 METERS 30823     |
 OM1198|---------------------------------------------------------------------|
 OM1198
 OM1198                          SUPERSEDED SURVEY CONTROL
 OM1198
 OM1198  NAD 83(1986)-  43 39 31.02651(N)    089 49 26.26840(W) AD(       ) 3
 OM1198  NAD 27      -  43 39 31.10600(N)    089 49 25.81380(W) AD(       ) 3
 OM1198
 OM1198.Superseded values are not recommended for survey control.
 OM1198
 OM1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1198.See file dsdata.pdf to determine how the superseded data were derived.
 OM1198
 OM1198_MARKER: DS = TRIANGULATION STATION DISK
 OM1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1198_STAMPING: ARBOR 1958
 OM1198_MARK LOGO: CGS
 OM1198_PROJECTION: RECESSED 36 CENTIMETERS
 OM1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1198+STABILITY: SURFACE MOTION
 OM1198
 OM1198  HISTORY     - Date     Condition        Report By
 OM1198  HISTORY     - 1958     MONUMENTED       CGS
 OM1198
 OM1198                          STATION DESCRIPTION
 OM1198
 OM1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1198'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF LYNDON STATION,
 OM1198'ABOUT 3-1/2 MILES NORTHWEST OF WISCONSIN DELLS AND ABOUT
 OM1198'1-1/4 MILES NORTH OF THE JUNEAU AND SAUK COUNTY LINE.  IT IS
 OM1198'IN THE CORNER OF SEC. 29, 30, 31, 32, T 14 N, R6 E, ON TOP
 OM1198'OF A SMALL HILL.  IT IS 9 FEET NORTH OF THE END OF CONCRETE
 OM1198'STEPS, 4 FEET SOUTH EST OF A 6 INCH OAK TREE AND 7 FEET
 OM1198'SOUTHEAST OF A 6 INCH OAK TREE.  THE MONUMENT IS 14 INCHES
 OM1198'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 OM1198'ARBOR 1958.
 OM1198'
 OM1198'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 16,
 OM1198'12 AND STATE HIGHWAYS 13 AND 23 GO NORTHWEST ON U.S. HIGHWAY
 OM1198'12 AND 16 FOR 3.05 MILES TO A DRIVEWAY RIGHT LEADING TO
 OM1198'ROYAL ARBOR MOTEL.  TURN RIGHT TO THE PARKING AREA OF THE
 OM1198'MOTEL.  PACK UP CONCRETE STEPS TO THE TOP OF THE HILL AND END OF
 OM1198'STEPS, ABOUT 150 FEET.
 OM1198'
 OM1198'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY TO THE MOTEL GO
 OM1198'NORTH ON U.S. HIGHWAY 12 AND 16 FOR 0.2 MILE TO THE AZIMUTH
 OM1198'MARK ON THE LEFT.
 OM1198'
 OM1198'REFERENCE MARK 1 IS 27 FEET EAST OF THE CONCRETE STEPS, 10
 OM1198'FEET EAST OF A 6 INCH OAK TREE, 4 FEET WEST OF A 6 INCH OAK
 OM1198'TREE AND ON THE SOUTHWEST EDGE OF THE HILL.  THE MONUMENT
 OM1198'IS FLUSH AND THE DISK IS STAMPED ARBOR NO 1 1958.
 OM1198'
 OM1198'REFERENCE MARK 2 IS 31 FEET NORTHWEST OF THE END OF THE CONCRETE
 OM1198'STEPS, 11 FEET SOUTHWEST OF A 6 INCH OAK TREE AND ON THE SOUTHWEST
 OM1198'EDGE OF THE HILL.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM1198'STAMPED ARBOR NO 2 1958.
 OM1198'
 OM1198'THE AZIMUTH MARK IS 6 INCHES NORTH OF A FENCE, 1 FOOT EAST OF
 OM1198'A WHITE WITNESS POST, 4 FEET WEST OF A TELEPHONE POLE AND 98
 OM1198'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 16 AND 12.  THE
 OM1198'MONUMENT IS FLUSH AND THE DISK IS STAMPED ARBOR 1958.
 OM1198'
 OM1198'THE STATION IS ON PROPERTY OWNED BY THE ROYAL ARBOR MOTEL.
 OM1198'
 OM1198'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6305 ***********************************************************************
 DO6305  DESIGNATION -  ARBOR VITAE GPS
 DO6305  PID         -  DO6305
 DO6305  STATE/COUNTY-  WI/VILAS
 DO6305  COUNTRY     -  US
 DO6305  USGS QUAD   -  WOODRUFF (2018)
 DO6305
 DO6305                         *CURRENT SURVEY CONTROL
 DO6305  ______________________________________________________________________
 DO6305* NAD 83(1986) POSITION- 45 58 58.3    (N) 089 41 54.7    (W)   HD_HELD2
 DO6305* NAVD 88 ORTHO HEIGHT -   513.050 (meters)     1683.23  (feet) ADJUSTED
 DO6305  ______________________________________________________________________
 DO6305  GEOID HEIGHT    -        -31.178 (meters)                     GEOID18
 DO6305  DYNAMIC HEIGHT  -        513.032 (meters)     1683.17  (feet) COMP
 DO6305  MODELED GRAVITY -    980,565.0   (mgal)                       NAVD 88
 DO6305
 DO6305  VERT ORDER      -  SECOND    CLASS I
 DO6305
 DO6305.The horizontal coordinates were established by autonomous hand held GPS
 DO6305.observations and have an estimated accuracy of +/- 10 meters.
 DO6305
 DO6305.The orthometric height was determined by differential leveling and
 DO6305.adjusted by the NATIONAL GEODETIC SURVEY
 DO6305.in February 2017.
 DO6305
 DO6305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6305.GEOID18 height accuracy estimate available here.
 DO6305
 DO6305.Click photographs - Photos may exist for this station.
 DO6305
 DO6305.The dynamic height is computed by dividing the NAVD 88
 DO6305.geopotential number by the normal gravity value computed on the
 DO6305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6305.degrees latitude (g = 980.6199 gals.).
 DO6305
 DO6305.The modeled gravity was interpolated from observed gravity values.
 DO6305
 DO6305;                    North         East    Units  Estimated Accuracy
 DO6305;SPC WI N     -    90,759.      623,359.      MT  (+/- 10 meters HH2 GPS)
 DO6305
 DO6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9098495684(NAD 83)
 DO6305
 DO6305                          SUPERSEDED SURVEY CONTROL
 DO6305
 DO6305  NAVD 88 (07/25/13)  513.079  (m)         1683.33   (f) SUPERSEDED  2 1
 DO6305
 DO6305.Superseded values are not recommended for survey control.
 DO6305
 DO6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6305.See file dsdata.pdf to determine how the superseded data were derived.
 DO6305
 DO6305_MARKER: DD = SURVEY DISK
 DO6305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6305_STAMPING: ARBOR VITAE GPS 1993
 DO6305_MARK LOGO: WI-125
 DO6305_PROJECTION: RECESSED 30 CENTIMETERS
 DO6305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6305+STABILITY: SURFACE MOTION
 DO6305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6305+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2013
 DO6305
 DO6305  HISTORY     - Date     Condition        Report By
 DO6305  HISTORY     - 1993     MONUMENTED       WI-125
 DO6305  HISTORY     - 20121109 GOOD             WIDT
 DO6305  HISTORY     - 20130815 GOOD             WIDT
 DO6305
 DO6305                          STATION DESCRIPTION
 DO6305
 DO6305'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6305'THE STATION IS LOCATED 9.3 MI (15.0 KM) SOUTH-SOUTHWEST OF BOULDER
 DO6305'JUNCTION, 8.1 MI (13.0 KM) WEST OF SAYNER, AND 7.6 MI (12.2 KM) NORTH
 DO6305'OF MINOCQUA.
 DO6305'
 DO6305'THE STATION IS IN THE NORTHEAST QUADRANT OF THE JUNCTION OF U.S.
 DO6305'HIGHWAY 51 WITH COUNTY HIGHWAY M ABOUT 6 MI (9.7 KM) NORTH OF
 DO6305'WOODRUFF.
 DO6305'
 DO6305'THE STATION IS A BRONZE VILAS COUNTY GPS CONTROL SURVEY MONUMENT DISK
 DO6305'SET IN THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED
 DO6305'WITHIN THE RIGHT-OF-WAY, ABOUT 0.6 M (2.0 FT) LOWER THAN THE HIGHWAY
 DO6305'PAVEMENT.  THE STATION IS 41.5 FT (12.6 M) EAST OF THE CENTERLINE OF
 DO6305'US HIGHWAY 51, 55.6 FT (16.9 M) NORTH OF A WOODEN POST FOR A -STOP-
 DO6305'SIGN, 83 FT (25.3 M) SOUTHWEST OF A POWER POLE -4106 36L25- WITH ONE
 DO6305'GUY WIRE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6305'WHITE PLASTIC WITNESS POSTS.
 DO6305'
 DO6305'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DO6305'DEGREES ABOVE THE HORIZON.
 DO6305
 DO6305                          STATION RECOVERY (2013)
 DO6305
 DO6305'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DO6305'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1234 ***********************************************************************
 OM1234  DESIGNATION -  ARBORETUM 1
 OM1234  PID         -  OM1234
 OM1234  STATE/COUNTY-  WI/DANE
 OM1234  COUNTRY     -  US
 OM1234  USGS QUAD   -  MADISON WEST (2018)
 OM1234
 OM1234                         *CURRENT SURVEY CONTROL
 OM1234  ______________________________________________________________________
 OM1234* NAD 83(1991) POSITION- 43 02 27.86122(N) 089 25 54.30738(W)   ADJUSTED
 OM1234* NAD 83(1991) ELLIP HT-   236.101 (meters)        (10/21/99)   ADJUSTED
 OM1234* NAVD 88 ORTHO HEIGHT -   270.2   (meters)      886.    (feet) VERTCON3
 OM1234  ______________________________________________________________________
 OM1234  GEOID HEIGHT    -        -34.272 (meters)                     GEOID18
 OM1234  NAD 83(1991) X  -     46,305.565 (meters)                     COMP
 OM1234  NAD 83(1991) Y  - -4,668,783.169 (meters)                     COMP
 OM1234  NAD 83(1991) Z  -  4,330,998.867 (meters)                     COMP
 OM1234  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 OM1234  HORZ ORDER      -  SECOND
 OM1234  ELLP ORDER      -  FOURTH    CLASS I
 OM1234
 OM1234.The horizontal coordinates were established by GPS observations
 OM1234.and adjusted by the National Geodetic Survey in November 1991.
 OM1234
 OM1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1234
 OM1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1234.GEOID18 height accuracy estimate available here.
 OM1234
 OM1234.Click photographs - Photos may exist for this station.
 OM1234
 OM1234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1234
 OM1234.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1234
 OM1234.The ellipsoidal height was determined by GPS observations
 OM1234.and is referenced to NAD 83.
 OM1234
 OM1234. The following values were computed from the NAD 83(1991) position.
 OM1234
 OM1234;                    North         East     Units Scale Factor Converg.
 OM1234;SPC WI S     -   115,810.958   646,302.041   MT  0.99995219   +0 23 25.6
 OM1234;SPC WI S     -   379,956.45  2,120,409.28   sFT  0.99995219   +0 23 25.6
 OM1234;UTM  16      - 4,768,245.708   301,919.810   MT  1.00008270   -1 39 36.9
 OM1234
 OM1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1234!SPC WI S     -   0.99996298  x   0.99995219  =   0.99991517
 OM1234!UTM  16      -   0.99996298  x   1.00008270  =   1.00004567
 OM1234
 OM1234:                Primary Azimuth Mark                     Grid Az
 OM1234:SPC WI S     -  ARBORETUM 2                              147 01 04.9
 OM1234:UTM  16      -  ARBORETUM 2                              149 04 07.4
 OM1234
 OM1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0191968245(NAD 83)
 OM1234
 OM1234|---------------------------------------------------------------------|
 OM1234| PID    Reference Object                     Distance      Geod. Az  |
 OM1234|                                                           dddmmss.s |
 OM1234| OM1235 ARBORETUM 2                         478.678 METERS 1472430.5 |
 OM1234| OM1236 ARBORETUM 3                         395.567 METERS 20708     |
 OM1234|---------------------------------------------------------------------|
 OM1234
 OM1234                          SUPERSEDED SURVEY CONTROL
 OM1234
 OM1234  NAD 83(1986)-  43 02 27.85301(N)    089 25 54.30911(W) AD(       ) 2
 OM1234  NAD 27      -  43 02 27.86688(N)    089 25 53.87528(W) AD(       ) 2
 OM1234  NGVD 29 (04/21/89)  270.3    (m)  RAPSU86  model used  GPS OBS        
 OM1234
 OM1234.Superseded values are not recommended for survey control.
 OM1234
 OM1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1234.See file dsdata.pdf to determine how the superseded data were derived.
 OM1234
 OM1234_MARKER: DD = SURVEY DISK
 OM1234_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OM1234+WITH SETTING: INFORMATION.
 OM1234_STAMPING: ARBGP1 1987
 OM1234_MARK LOGO: WI-025
 OM1234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1234+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1988
 OM1234
 OM1234  HISTORY     - Date     Condition        Report By
 OM1234  HISTORY     - 1987     MONUMENTED       WI-025
 OM1234  HISTORY     - 19880920 GOOD
 OM1234
 OM1234                          STATION DESCRIPTION
 OM1234
 OM1234'DESCRIBED BY DANE COUNTY WISCONSIN 1987
 OM1234'THE STATION IS LOCATED IN MADISON AT THE UNIVERSITY OF WISCONSIN,
 OM1234'MADISON ABORETUM GROUNDS.  OWNERSHIP--STATE OF WISCONSIN, ARBORETUM,
 OM1234'1207 SEMINOLE HIGHWAY, MADISON, WI 53711, PHONE 608-262-2746.  CONTACT
 OM1234'GREG ARMSTRONG, DIRECTOR OF ARBORETUM AT THE UNIVERSITY.
 OM1234'TO REACH THE STATION FROM JUNCTION OF SEMINOLE HIGHWAY AND U.S.
 OM1234'HIGHWAYS 12, 14, AND 18 IN SOUTHWEST SECTION OF MADISON, GO NORTHERLY
 OM1234'ON SEMINOLE HIGHWAY FOR 0.6 KM (0.35 MI) TO ENTRANCE TO UNIVERSITY
 OM1234'ARBORETUM ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON MCCAFFREY DRIVE
 OM1234'FOR 1.2 KM (0.75 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON
 OM1234'LONGNECKER DRIVE AND THROUGH GATE FOR 0.1 KM (0.05 MI) TO STATION ON
 OM1234'THE RIGHT.
 OM1234'THE STATION IS A STANDARD WI-025 DISK STAMPED---ARBGP1 1987---EPOXIED
 OM1234'TO THE TOP OF A STEEL ROD AND SURROUNDED BY CONCRETE.  LOCATED 48.5 M
 OM1234'(159.1 FT) EAST-NORTHEAST OF THE SOUTH GATE SUPPORT POST, 14.2 M
 OM1234'(46.6 FT) NORTHWEST OF A FORKED TREE IN A STAND OF FOUR TREES, 8.0 M
 OM1234'(26.2 FT) NORTH OF A LONE TREE, 4.1 M (13.5 FT) SOUTH-SOUTHEAST OF THE
 OM1234'APPROXIMATE CENTER OF LONGNECKER DRIVE AND 0.7 M (2.3 FT) SOUTH FROM
 OM1234'EDGE OF PAVEMENT.
 OM1234'DANE COUNTY PART II, WI, 1988.
 OM1234'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1234'DESCRIBED BY J.D. RIGNEY, JR.
 OM1234
 OM1234                          STATION RECOVERY (1988)
 OM1234
 OM1234'RECOVERED 1988
 OM1234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1235 ***********************************************************************
 OM1235  DESIGNATION -  ARBORETUM 2
 OM1235  PID         -  OM1235
 OM1235  STATE/COUNTY-  WI/DANE
 OM1235  COUNTRY     -  US
 OM1235  USGS QUAD   -  MADISON WEST (2018)
 OM1235
 OM1235                         *CURRENT SURVEY CONTROL
 OM1235  ______________________________________________________________________
 OM1235* NAD 83(1991) POSITION- 43 02 14.79202(N) 089 25 42.91701(W)   ADJUSTED
 OM1235* NAD 83(1991) ELLIP HT-   233.589 (meters)        (10/21/99)   ADJUSTED
 OM1235* NAVD 88 ORTHO HEIGHT -   267.7   (meters)      878.    (feet) VERTCON3
 OM1235  ______________________________________________________________________
 OM1235  GEOID HEIGHT    -        -34.268 (meters)                     GEOID18
 OM1235  NAD 83(1991) X  -     46,566.112 (meters)                     COMP
 OM1235  NAD 83(1991) Y  - -4,669,054.022 (meters)                     COMP
 OM1235  NAD 83(1991) Z  -  4,330,702.370 (meters)                     COMP
 OM1235  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 OM1235  HORZ ORDER      -  SECOND
 OM1235  ELLP ORDER      -  FOURTH    CLASS I
 OM1235
 OM1235.The horizontal coordinates were established by GPS observations
 OM1235.and adjusted by the National Geodetic Survey in November 1991.
 OM1235
 OM1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1235
 OM1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1235.GEOID18 height accuracy estimate available here.
 OM1235
 OM1235.Click photographs - Photos may exist for this station.
 OM1235
 OM1235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1235
 OM1235.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1235
 OM1235.The ellipsoidal height was determined by GPS observations
 OM1235.and is referenced to NAD 83.
 OM1235
 OM1235. The following values were computed from the NAD 83(1991) position.
 OM1235
 OM1235;                    North         East     Units Scale Factor Converg.
 OM1235;SPC WI S     -   115,409.442   646,562.609   MT  0.99995259   +0 23 33.4
 OM1235;SPC WI S     -   378,639.14  2,121,264.16   sFT  0.99995259   +0 23 33.4
 OM1235;UTM  16      - 4,767,835.072   302,165.876   MT  1.00008150   -1 39 28.8
 OM1235
 OM1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1235!SPC WI S     -   0.99996337  x   0.99995259  =   0.99991596
 OM1235!UTM  16      -   0.99996337  x   1.00008150  =   1.00004487
 OM1235
 OM1235:                Primary Azimuth Mark                     Grid Az
 OM1235:SPC WI S     -  ARBORETUM 3                              276 17 02.6
 OM1235:UTM  16      -  ARBORETUM 3                              278 20 04.8
 OM1235
 OM1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0216567835(NAD 83)
 OM1235
 OM1235|---------------------------------------------------------------------|
 OM1235| PID    Reference Object                     Distance      Geod. Az  |
 OM1235|                                                           dddmmss.s |
 OM1235| OM1236 ARBORETUM 3                         441.273 METERS 2764036.0 |
 OM1235|---------------------------------------------------------------------|
 OM1235
 OM1235                          SUPERSEDED SURVEY CONTROL
 OM1235
 OM1235  NAD 83(1986)-  43 02 14.78381(N)    089 25 42.91875(W) AD(       ) 2
 OM1235  NAD 27      -  43 02 14.79722(N)    089 25 42.48516(W) AD(       ) 2
 OM1235  NGVD 29 (04/21/89)  267.8    (m)  RAPSU86  model used  GPS OBS        
 OM1235
 OM1235.Superseded values are not recommended for survey control.
 OM1235
 OM1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1235.See file dsdata.pdf to determine how the superseded data were derived.
 OM1235
 OM1235_MARKER: DD = SURVEY DISK
 OM1235_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OM1235+WITH SETTING: INFORMATION.
 OM1235_STAMPING: ARBGP2 1987
 OM1235_MARK LOGO: WI-025
 OM1235_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1235+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1988
 OM1235
 OM1235  HISTORY     - Date     Condition        Report By
 OM1235  HISTORY     - 1987     MONUMENTED       WI-025
 OM1235  HISTORY     - 19880927 GOOD
 OM1235
 OM1235                          STATION DESCRIPTION
 OM1235
 OM1235'DESCRIBED BY DANE COUNTY WISCONSIN 1987
 OM1235'THE STATION IS LOCATED IN MADISON ON THE UNIVERSITY OF WISCONSIN,
 OM1235'MADISON ARBORETUM GROUNDS.  OWNERSHIP--UNIVERSITY OF WISCONSIN,
 OM1235'ARBORETUM, 1207 SEMINOLE HIGHWAY, MADISON, WI 53711, CONTACT GREG
 OM1235'ARMSTRONG AT THE ARBORETUM, PHONE 608-262-2746.
 OM1235'TO REACH THE STATION FROM THE JUNCTION OF SEMINOLE HIGHWAY AND U.S.
 OM1235'HIGHWAYS 12, 14 AND 18 IN THE SOUTHWEST SECTION OF MADISON, GO
 OM1235'NORTHERLY ON SEMINOLE HIGHWAY FOR 0.6 KM (0.35 MI) TO ENTRANCE TO
 OM1235'UNIVERSITY ARBORETUM ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON
 OM1235'MCCAFFERY DRIVE FOR 1.2 KM (0.75 MI) TO A ROAD RIGHT.  TURN RIGHT AND
 OM1235'GO EASTERLY ON LONGNECKER DRIVE FOR 0.2 KM (0.10 MI) TO MCKAY CENTER.
 OM1235'CONTINUE AHEAD FOR 0.1 KM (0.05 MI) TO A PIPE GATE.  CONTINUE THROUGH
 OM1235'THE GATE TO A ROAD RIGHT.  TURN RIGHT AND GO ABOUT 61.0 M (200.1 FT)
 OM1235'TO A FORK IN THE ROAD.  TAKE LEFT FORK AND GO NORTHERLY FOR ABOUT 46.0
 OM1235'M (150.9 FT) TO ANOTHER FORK.  KEEP LEFT FORK AND GO 0.2 KM (0.10 MI)
 OM1235'TO THE STATION ON THE RIGHT ABOUT 0.1 KM (0.05 MI) NORTH OF TRAIL
 OM1235'NUMBER 43.
 OM1235'THE STATION IS A STANDARD WI-025 DISK STAMPED---ARBGP2 1987---,
 OM1235'EPOXIED TO THE TOP OF A STEEL ROD AND SURROUNDED BY CONCRETE.  LOCATED
 OM1235'1.5 M (4.9 FT) WEST FROM A TRACK ROAD AND 0.3 M (1.0 FT) EAST FROM A
 OM1235'WITNESS POST.
 OM1235'DANE COUNTY PART II, WI, 1988.
 OM1235'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1235'DESCRIBED BY J.D. RIGNEY, JR.
 OM1235
 OM1235                          STATION RECOVERY (1988)
 OM1235
 OM1235'RECOVERED 1988
 OM1235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1236 ***********************************************************************
 OM1236  DESIGNATION -  ARBORETUM 3
 OM1236  PID         -  OM1236
 OM1236  STATE/COUNTY-  WI/DANE
 OM1236  COUNTRY     -  US
 OM1236  USGS QUAD   -  MADISON WEST (2018)
 OM1236
 OM1236                         *CURRENT SURVEY CONTROL
 OM1236  ______________________________________________________________________
 OM1236* NAD 83(1991) POSITION- 43 02 16.45412(N) 089 26 02.27881(W)   ADJUSTED
 OM1236* NAD 83(1991) ELLIP HT-   239.691 (meters)        (10/21/99)   ADJUSTED
 OM1236* NAVD 88 ORTHO HEIGHT -   273.8   (meters)      898.    (feet) VERTCON3
 OM1236  ______________________________________________________________________
 OM1236  GEOID HEIGHT    -        -34.266 (meters)                     GEOID18
 OM1236  NAD 83(1991) X  -     46,127.532 (meters)                     COMP
 OM1236  NAD 83(1991) Y  - -4,669,027.827 (meters)                     COMP
 OM1236  NAD 83(1991) Z  -  4,330,744.025 (meters)                     COMP
 OM1236  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 OM1236  HORZ ORDER      -  SECOND
 OM1236  ELLP ORDER      -  FOURTH    CLASS I
 OM1236
 OM1236.The horizontal coordinates were established by GPS observations
 OM1236.and adjusted by the National Geodetic Survey in November 1991.
 OM1236
 OM1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1236
 OM1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1236.GEOID18 height accuracy estimate available here.
 OM1236
 OM1236.Click photographs - Photos may exist for this station.
 OM1236
 OM1236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1236
 OM1236.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1236
 OM1236.The ellipsoidal height was determined by GPS observations
 OM1236.and is referenced to NAD 83.
 OM1236
 OM1236. The following values were computed from the NAD 83(1991) position.
 OM1236
 OM1236;                    North         East     Units Scale Factor Converg.
 OM1236;SPC WI S     -   115,457.741   646,124.008   MT  0.99995254   +0 23 20.1
 OM1236;SPC WI S     -   378,797.61  2,119,825.18   sFT  0.99995254   +0 23 20.1
 OM1236;UTM  16      - 4,767,899.042   301,729.227   MT  1.00008363   -1 39 42.0
 OM1236
 OM1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1236!SPC WI S     -   0.99996241  x   0.99995254  =   0.99991495
 OM1236!UTM  16      -   0.99996241  x   1.00008363  =   1.00004604
 OM1236
 OM1236:                Primary Azimuth Mark                     Grid Az
 OM1236:SPC WI S     -  ARBORETUM 2                              096 17 02.7
 OM1236:UTM  16      -  ARBORETUM 2                              098 20 04.8
 OM1236
 OM1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0172967899(NAD 83)
 OM1236
 OM1236|---------------------------------------------------------------------|
 OM1236| PID    Reference Object                     Distance      Geod. Az  |
 OM1236|                                                           dddmmss.s |
 OM1236| OM1234 ARBORETUM 1                         395.567 METERS 02708     |
 OM1236| OM1235 ARBORETUM 2                         441.273 METERS 0964022.8 |
 OM1236|---------------------------------------------------------------------|
 OM1236
 OM1236                          SUPERSEDED SURVEY CONTROL
 OM1236
 OM1236  NAD 83(1986)-  43 02 16.44590(N)    089 26 02.28055(W) AD(       ) 2
 OM1236  NAD 27      -  43 02 16.45946(N)    089 26 01.84676(W) AD(       ) 2
 OM1236  NGVD 29 (04/21/89)  273.9    (m)  RAPSU86  model used  GPS OBS        
 OM1236
 OM1236.Superseded values are not recommended for survey control.
 OM1236
 OM1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1236.See file dsdata.pdf to determine how the superseded data were derived.
 OM1236
 OM1236_MARKER: DD = SURVEY DISK
 OM1236_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OM1236+WITH SETTING: INFORMATION.
 OM1236_STAMPING: ARBGP3 1987
 OM1236_MARK LOGO: WI-025
 OM1236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1236+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1236
 OM1236  HISTORY     - Date     Condition        Report By
 OM1236  HISTORY     - 1988     MONUMENTED       WI-025
 OM1236
 OM1236                          STATION DESCRIPTION
 OM1236
 OM1236'DESCRIBED BY DANE COUNTY WISCONSIN 1988
 OM1236'THE STATION IS LOCATED IN MADISON ON THE UNIVERSITY OF WISCONSIN,
 OM1236'MADISON, ARBORETUM GROUNDS.  OWNERSHIP--UNIVERSITY OF WISCONSIN,
 OM1236'ARBORETUM, 1207 SEMINOLE HIGHWAY, MADISON, WI 53711, CONTACT GREG
 OM1236'ARMSTRONG AT THE ARBORETUM, PHONE 608-262-2746.
 OM1236'TO REACH THE STATION FROM THE JUNCTION OF SEMINOLE HIGHWAY AND U.S.
 OM1236'HIGHWAYS 12,14 AND 18 IN THE SOUTHWEST PART OF MADISON, GO NORTHERLY
 OM1236'ON SEMINOLE HIGHWAY FOR 0.6 KM (0.35 MI) TO ENTRANCE TO ARBORETUM ON
 OM1236'THE RIGHT.  TURN RIGHT AND GO EASTERLY ON MCCAFFREY DRIVE FOR 1.2 KM
 OM1236'(0.75 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON LONGNECKER
 OM1236'DRIVE FOR 0.2 KM (0.10 MI) TO MCKAY CENTER.  CONTINUE AHEAD FOR 0.1 KM
 OM1236'(0.05 MI) TO A PIPE GATE.  PASS THROUGH GATE TO A ROAD RIGHT.  TURN
 OM1236'RIGHT AND GO ABOUT 60.0 M (196.8 FT) TO A FORK.  TAKE LEFT FORK AND GO
 OM1236'NORTHERLY FOR ABOUT 45.7 M (149.9 FT) TO ANOTHER FORK.  TAKE RIGHT
 OM1236'FORK AND GO SOUTHERLY FOR 0.2 KM (0.10 MI) TO ANOTHER FORK.  TAKE
 OM1236'RIGHT FORK AND GO WESTERLY FOR 0.6 KM (0.35 MI) TO STATION ON THE
 OM1236'LEFT.
 OM1236'THE STATION IS A STANDARD WI-025 DISK STAMPED---ARBGP3 1987---,
 OM1236'EPOXIED TO THE TOP OF A STEEL ROD AND SURROUNDED BY CONCRETE.  LOCATED
 OM1236'22.4 M (73.5 FT) SOUTH FROM CENTER OF TRACK ROAD, 0.61 M (2.0 FT)
 OM1236'SOUTHWEST FROM CENTER OF FOOT TRAIL AND 0.4 M (1.3 FT) NORTH-NORTHEAST
 OM1236'FROM A WITNESS POST.
 OM1236'DANE COUNTY PART II, WI, 1988.
 OM1236'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1236'DESCRIBED BY J.D. RIGNEY, JR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO1037 ***********************************************************************
 DO1037  DESIGNATION -  ARBUTUS DRIVE
 DO1037  PID         -  DO1037
 DO1037  STATE/COUNTY-  WI/BURNETT
 DO1037  COUNTRY     -  US
 DO1037  USGS QUAD   -  BIRCH ISLAND LAKE (2018)
 DO1037
 DO1037                         *CURRENT SURVEY CONTROL
 DO1037  ______________________________________________________________________
 DO1037* NAD 83(1986) POSITION- 45 59 54.2    (N) 092 07 38.6    (W)   HD_HELD2
 DO1037* NAVD 88 ORTHO HEIGHT -   301.765 (meters)      990.04  (feet) ADJUSTED
 DO1037  ______________________________________________________________________
 DO1037  GEOID HEIGHT    -        -26.813 (meters)                     GEOID18
 DO1037  DYNAMIC HEIGHT  -        301.792 (meters)      990.13  (feet) COMP
 DO1037  MODELED GRAVITY -    980,692.9   (mgal)                       NAVD 88
 DO1037
 DO1037  VERT ORDER      -  SECOND    CLASS I
 DO1037
 DO1037.The horizontal coordinates were established by autonomous hand held GPS
 DO1037.observations and have an estimated accuracy of +/- 10 meters.
 DO1037
 DO1037.The orthometric height was determined by differential leveling and
 DO1037.adjusted by the NATIONAL GEODETIC SURVEY
 DO1037.in October 2012.
 DO1037
 DO1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1037.GEOID18 height accuracy estimate available here.
 DO1037
 DO1037.Click photographs - Photos may exist for this station.
 DO1037
 DO1037.The dynamic height is computed by dividing the NAVD 88
 DO1037.geopotential number by the normal gravity value computed on the
 DO1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1037.degrees latitude (g = 980.6199 gals.).
 DO1037
 DO1037.The modeled gravity was interpolated from observed gravity values.
 DO1037
 DO1037;                    North         East    Units  Estimated Accuracy
 DO1037;SPC WI N     -    94,648.      435,229.      MT  (+/- 10 meters HH2 GPS)
 DO1037
 DO1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6757094238(NAD 83)
 DO1037
 DO1037                          SUPERSEDED SURVEY CONTROL
 DO1037
 DO1037.No superseded survey control is available for this station.
 DO1037
 DO1037_MARKER: DD = SURVEY DISK
 DO1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1037_STAMPING: ARBUTUS DRIVE 2011
 DO1037_MARK LOGO: WI-013
 DO1037_PROJECTION: FLUSH
 DO1037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1037+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 DO1037
 DO1037  HISTORY     - Date     Condition        Report By
 DO1037  HISTORY     - 2011     MONUMENTED       WI-013
 DO1037  HISTORY     - 20120202 GOOD             GEOSPC
 DO1037
 DO1037                          STATION DESCRIPTION
 DO1037
 DO1037'DESCRIBED BY GEODETIC SPECIALISTS LLC 2012 (MEH)
 DO1037'THE STATION IS LOCATED ABOUT 13.3 MI (21.4 KM) NORTH OF HERTEL, 11.7
 DO1037'MI (18.8 KM) EAST OF DANBURY AND 0.8 MI (1.3 KM) SOUTH-SOUTHEAST OF
 DO1037'WEBB LAKE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO1037'
 DO1037'TO REACH FROM THE INTERSECTION OF COUNTY HIGHWAY H WITH LAKE 26 ROAD
 DO1037'IN WEBB LAKE WI, GO SOUTH AND THEN WEST ON LAKE 26 ROAD FOR 0.7 MI
 DO1037'(1.1 KM) TO LONG LAKE ROAD, GO SOUTH ON LONG LAKE ROAD FOR 1.3 MI (2.1
 DO1037'KM) TO ARBUTUS DRIVE, GO NORTHEAST ON ARBUTUS DRIVE FOR 1.2 MI (1.9
 DO1037'KM) TO THE STATION ON THE LEFT.
 DO1037'
 DO1037'THE STATION IS LOCATED 18.5 M (60.7 FT) NORTH OF EXTENDED CENTERLINE
 DO1037'OF A PRIVATE DRIVE FOR HOUSE 29996 6 M (19.7 FT) NORTH OF THE
 DO1037'CENTERLINE OF A GRAVEL PUBLIC ACCESS ROAD TO LAKE, 1.1 M (3.6 FT) WEST
 DO1037'OF A SIGN FOR PUBLIC ACCESS, 1 M (3.3 FT) SOUTH, NORTHEAST AND
 DO1037'NORTHWEST OF 3 METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0267 ***********************************************************************
 PO0267  DESIGNATION -  ARCADIA
 PO0267  PID         -  PO0267
 PO0267  STATE/COUNTY-  WI/TREMPEALEAU
 PO0267  COUNTRY     -  US
 PO0267  USGS QUAD   -  SWINNS VALLEY (2018)
 PO0267
 PO0267                         *CURRENT SURVEY CONTROL
 PO0267  ______________________________________________________________________
 PO0267* NAD 83(1986) POSITION- 44 15 09.17   (N) 091 30 03.50   (W)   HD_HELD1
 PO0267* NAVD 88 ORTHO HEIGHT -   221.956 (meters)      728.20  (feet) ADJUSTED
 PO0267  ______________________________________________________________________
 PO0267  GEOID HEIGHT    -        -30.947 (meters)                     GEOID18
 PO0267  DYNAMIC HEIGHT  -        221.928 (meters)      728.11  (feet) COMP
 PO0267  MODELED GRAVITY -    980,489.7   (mgal)                       NAVD 88
 PO0267
 PO0267  VERT ORDER      -  SECOND    CLASS 0
 PO0267
 PO0267.The horizontal coordinates were determined by differentially corrected
 PO0267.hand held GPS observations or other comparable positioning techniques
 PO0267.and have an estimated accuracy of +/- 3 meters.
 PO0267
 PO0267.The orthometric height was determined by differential leveling and
 PO0267.adjusted by the NATIONAL GEODETIC SURVEY
 PO0267.in June 1991.
 PO0267
 PO0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0267.GEOID18 height accuracy estimate available here.
 PO0267
 PO0267.Click photographs - Photos may exist for this station.
 PO0267
 PO0267.The dynamic height is computed by dividing the NAVD 88
 PO0267.geopotential number by the normal gravity value computed on the
 PO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0267.degrees latitude (g = 980.6199 gals.).
 PO0267
 PO0267.The modeled gravity was interpolated from observed gravity values.
 PO0267
 PO0267;                    North         East    Units  Estimated Accuracy
 PO0267;SPC WI C     -    47,690.2     480,131.4     MT  (+/- 3 meters HH1 GPS) 
 PO0267
 PO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1967201015(NAD 83)
 PO0267
 PO0267                          SUPERSEDED SURVEY CONTROL
 PO0267
 PO0267  NGVD 29 (??/??/92)  221.973  (m)          728.26   (f) ADJ UNCH    2 0
 PO0267
 PO0267.Superseded values are not recommended for survey control.
 PO0267
 PO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0267.See file dsdata.pdf to determine how the superseded data were derived.
 PO0267
 PO0267_MARKER: DB = BENCH MARK DISK
 PO0267_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PO0267_SP_SET: CURB
 PO0267_STAMPING: ARACDIA 1934
 PO0267_MARK LOGO: CGS
 PO0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0267
 PO0267  HISTORY     - Date     Condition        Report By
 PO0267  HISTORY     - 1934     MONUMENTED       CGS
 PO0267
 PO0267                          STATION DESCRIPTION
 PO0267
 PO0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0267'IN ARCADIA.
 PO0267'IN ARCADIA IN THE SOUTHWEST CORNER OF CURB AT THE INTERSECTION
 PO0267'OF MAIN AND COMMERCIAL STREETS IN FRONT OF THE CITY HALL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0768 ***********************************************************************
 PO0768  FBN         -  This is a Federal Base Network Control Station.
 PO0768  DESIGNATION -  ARCADIA GPS
 PO0768  PID         -  PO0768
 PO0768  STATE/COUNTY-  WI/TREMPEALEAU
 PO0768  COUNTRY     -  US
 PO0768  USGS QUAD   -  INDEPENDENCE (2018)
 PO0768
 PO0768                         *CURRENT SURVEY CONTROL
 PO0768  ______________________________________________________________________
 PO0768* NAD 83(2011) POSITION- 44 15 29.48254(N) 091 28 24.30847(W)   ADJUSTED
 PO0768* NAD 83(2011) ELLIP HT-   208.709 (meters)        (06/27/12)   ADJUSTED
 PO0768* NAD 83(2011) EPOCH   -  2010.00
 PO0768* NAVD 88 ORTHO HEIGHT -   239.705 (meters)      786.43  (feet) ADJUSTED
 PO0768  ______________________________________________________________________
 PO0768  GEOID HEIGHT    -        -31.000 (meters)                     GEOID18
 PO0768  NAD 83(2011) X  -   -117,654.522 (meters)                     COMP
 PO0768  NAD 83(2011) Y  - -4,574,137.688 (meters)                     COMP
 PO0768  NAD 83(2011) Z  -  4,428,829.203 (meters)                     COMP
 PO0768  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 PO0768  DYNAMIC HEIGHT  -        239.674 (meters)      786.33  (feet) COMP
 PO0768  MODELED GRAVITY -    980,485.9   (mgal)                       NAVD 88
 PO0768
 PO0768  VERT ORDER      -  SECOND    CLASS I
 PO0768
 PO0768  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PO0768  Standards:
 PO0768         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PO0768            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PO0768  -------------------------------------------------------------------
 PO0768  NETWORK    0.20   0.27           0.09   0.07   0.14      0.03497948
 PO0768  -------------------------------------------------------------------
 PO0768  Click here for local accuracies and other accuracy information.
 PO0768
 PO0768.The horizontal coordinates were established by GPS observations
 PO0768.and adjusted by the National Geodetic Survey in June 2012.
 PO0768
 PO0768.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PO0768.been affixed to the stable North American tectonic plate. See 
 PO0768.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PO0768
 PO0768.The horizontal coordinates are valid at the epoch date displayed above
 PO0768.which is a decimal equivalence of Year/Month/Day.
 PO0768
 PO0768.The orthometric height was determined by differential leveling and
 PO0768.adjusted by the WI DEPT OF TRANSP
 PO0768.in May 2012.
 PO0768
 PO0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0768.GEOID18 height accuracy estimate available here.
 PO0768
 PO0768.Click photographs - Photos may exist for this station.
 PO0768
 PO0768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0768
 PO0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0768
 PO0768.The ellipsoidal height was determined by GPS observations
 PO0768.and is referenced to NAD 83.
 PO0768
 PO0768.The dynamic height is computed by dividing the NAVD 88
 PO0768.geopotential number by the normal gravity value computed on the
 PO0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0768.degrees latitude (g = 980.6199 gals.).
 PO0768
 PO0768.The modeled gravity was interpolated from observed gravity values.
 PO0768
 PO0768. The following values were computed from the NAD 83(2011) position.
 PO0768
 PO0768;                    North         East     Units Scale Factor Converg.
 PO0768;SPC WI C     -    48,276.786   482,342.991   MT  0.99999846   -1 02 22.6
 PO0768;SPC WI C     -   158,388.09  1,582,486.96   sFT  0.99999846   -1 02 22.6
 PO0768;UTM  15      - 4,901,683.150   621,860.665   MT  0.99978263   +1 03 55.9
 PO0768
 PO0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0768!SPC WI C     -   0.99996728  x   0.99999846  =   0.99996574
 PO0768!UTM  15      -   0.99996728  x   0.99978263  =   0.99974991
 PO0768
 PO0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2186001683(NAD 83)
 PO0768
 PO0768                          SUPERSEDED SURVEY CONTROL
 PO0768
 PO0768  NAD 83(2007)-  44 15 29.48270(N)    091 28 24.30925(W) AD(2002.00) 0
 PO0768  ELLIP H (02/10/07)  208.738  (m)                       GP(2002.00)    
 PO0768  NAD 83(1997)-  44 15 29.48275(N)    091 28 24.30986(W) AD(       ) A
 PO0768  ELLIP H (04/28/99)  208.755  (m)                       GP(       ) 3 1
 PO0768  ELLIP H (07/24/97)  208.701  (m)                       GP(       ) 1 1
 PO0768  NAD 83(1991)-  44 15 29.48226(N)    091 28 24.30792(W) AD(       ) A
 PO0768  ELLIP H (06/11/91)  208.771  (m)                       GP(       ) 4 1
 PO0768  NAD 83(1986)-  44 15 29.47401(N)    091 28 24.30957(W) AD(       ) 2
 PO0768  NAVD 88 (07/08/08)  239.696  (m)          786.40   (f) SUPERSEDED  2 1
 PO0768  NAVD 88 (07/26/07)  239.8    (m)  GEOID03  model used  GPS OBS        
 PO0768  NAVD 88 (01/15/97)  239.7    (m)  GEOID96  model used  GPS OBS        
 PO0768  NGVD 29 (02/12/91)  239.7    (m)  UNKNOWN  model used  GPS OBS        
 PO0768
 PO0768.Superseded values are not recommended for survey control.
 PO0768
 PO0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0768.See file dsdata.pdf to determine how the superseded data were derived.
 PO0768
 PO0768_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0768_STAMPING: ARCADIA GPS 1989
 PO0768_MARK LOGO: NGS
 PO0768_PROJECTION: FLUSH
 PO0768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0768+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2006
 PO0768
 PO0768  HISTORY     - Date     Condition        Report By
 PO0768  HISTORY     - 1989     MONUMENTED       WIHD
 PO0768  HISTORY     - 19900627 GOOD             NGS
 PO0768  HISTORY     - 19900814 GOOD             NGS
 PO0768  HISTORY     - 19931004 GOOD             WIDT
 PO0768  HISTORY     - 19950517 GOOD             MNDT
 PO0768  HISTORY     - 19961001 GOOD             MNDT
 PO0768  HISTORY     - 19961210 GOOD             NGS
 PO0768  HISTORY     - 19971203 GOOD             NGS
 PO0768  HISTORY     - 200111   GOOD             MNDT
 PO0768  HISTORY     - 20040708 GOOD             WIDT
 PO0768  HISTORY     - 20061017 GOOD             WIDT
 PO0768
 PO0768                          STATION DESCRIPTION
 PO0768
 PO0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PO0768'STATION WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 PO0768'FOR.  STATION IS LOCATED ABOUT 0.80 KM (0.50 MI) NORTH OF ARCADIA,
 PO0768'WISCONSIN, ALONG THE WEST R-O-W OF STATE ROUTE 93 AT THE TOP OF A LOW
 PO0768'CUT BANK.  OWNERSHIP-STATE OF WISCONSIN.
 PO0768'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 93 AND STATE
 PO0768'ROUTE 95 IN THE MIDDLE OF ARCADIA, GO NORTH ALONG STATE ROUTE 93 0.8
 PO0768'KM (0.5 MI) TO A FIELD ENTRANCE ROAD AND THE STATION ON THE LEFT AS
 PO0768'DESCRIBED.
 PO0768'STATION IS 20.4 M (66.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 PO0768'13.9 M (45.6 FT) NORTH OF THE APPROXIMATE CENTER OF A FIELD ROAD,
 PO0768'0.91 M (2.99 FT) EAST-NORTHEAST OF A CARSONITE WITNESS POST AND ABOUT
 PO0768'1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 PO0768'DESCRIBED BY G.F.S.
 PO0768
 PO0768                          STATION RECOVERY (1990)
 PO0768
 PO0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PO0768'RECOVERED IN GOOD CONDITION.
 PO0768
 PO0768                          STATION RECOVERY (1993)
 PO0768
 PO0768'RECOVERY NOTE BY WI DEPT OF TRANSP 1993 (PJH)
 PO0768'RECOVERED AS DESCRIBED.
 PO0768
 PO0768                          STATION RECOVERY (1995)
 PO0768
 PO0768'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 PO0768'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONS TO
 PO0768'THE DESCRIPTION FOLLOW.  THE MARK IS 3 FT (0.9 M) ESE OF A R/W POST.
 PO0768'RECOVERY NOTE BY DAVID K.  HERDER, TYPED BY M.P.P.
 PO0768
 PO0768                          STATION RECOVERY (1996)
 PO0768
 PO0768'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 PO0768'RECOVERED AS DESCRIBED.
 PO0768
 PO0768                          STATION RECOVERY (1996)
 PO0768
 PO0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 PO0768'RECOVERED AS DESCRIBED.
 PO0768
 PO0768                          STATION RECOVERY (1997)
 PO0768
 PO0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0768'THE STATION IS LOCATED ABOUT 42 KM (26.10 MI) NORTH-NORTHWEST OF LA
 PO0768'CROSSE, 0.8 KM (0.50 MI) NORTH OF ARCADIA, AT THE TOP OF A LOW CUTBANK
 PO0768'ALONG THE NORTH SIDE OF A GRAVEL DRIVE TO A HOUSE, AND IN THE HIGHWAY
 PO0768'RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 PO0768'REACH FROM THE JUNCTION OF STATE HIGHWAYS 95 AND 93 IN ARCADIA, GO
 PO0768'NORTH ON HIGHWAY 93 FOR 0.8 KM (0.50 MI) TO THE STATION ON THE LEFT.
 PO0768'THE STATION IS SET IN THE TOP OF A 40 CM ROUND CONCRETE POST SET FLUSH
 PO0768'WITH THE GROUND.  IT IS 43.6 M (143.0 FT) EAST-NORTHEAST OF THE
 PO0768'NORTHEAST CORNER OF A TWO CAR GARAGE ATTACHED TO THE NORTH SIDE OF A
 PO0768'HOUSE, 20.4 M (66.9 FT) WEST OF AND ABOUT 1.5 M (4.9 FT) HIGHER THAN
 PO0768'THE HIGHWAY CENTER, 15.3 M (50.2 FT) NORTHWEST OF THE NORTH END OF A
 PO0768'STEEL CULVERT, 13.9 M (45.6 FT) NORTH OF THE CENTER OF THE DRIVEWAY,
 PO0768'AND 0.9 M (3.0 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST.
 PO0768
 PO0768                          STATION RECOVERY (2001)
 PO0768
 PO0768'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DBH)
 PO0768'THE STATION IS LOCATED ABOUT 42 KM (26.10 MI) NORTH-NORTHWEST OF
 PO0768'LACROSSE, 0.7 KM NORTH OF ARCADIA, AT THE TOP OF A LOW
 PO0768'CUTBANKALONG THE NORTH SIDE OF A GRAVEL DRIVE TO A HOUSE, AND IN
 PO0768'THE HIGHWAYRIGHT-OF-WAY.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 PO0768'TRANSPORTATION.
 PO0768'
 PO0768'TOREACH FROM THE JUNCTION OF STATE HIGHWAYS 95 AND 93 IN ARCADIA,
 PO0768'GONORTH ON HIGHWAY 93 FOR 0.7 KM TO THE STATION ON THE LEFT.THE
 PO0768'STATION IS SET IN THE TOP OF A 40 CM ROUND CONCRETE POST SET
 PO0768'FLUSHWITH THE GROUND, SURROUNDED BY THREE 4 FOOT TALL ORANGE
 PO0768'WITNESS POSTS.  IT IS 43.6 M (143.0 FT) EAST-NORTHEAST OF THE
 PO0768'NORTHEAST CORNER OF A TWO CAR GARAGE ATTACHED TO THE NORTH
 PO0768'SIDE OF A HOUSE, 20.4 M (66.9 FT) WEST OF AND ABOUT 1.5 M (4.9 FT)
 PO0768'HIGHER
 PO0768'THANTHE HIGHWAY CENTER, 15.3 M (50.2 FT) NORTHWEST OF THE NORTH
 PO0768'END OF ASTEEL CULVERT, 48 FT NORTH OF THE CENTER OF THE DRIVEWAY,
 PO0768'3.5 FT EAST OF A R/W POST AND 3.5 EAST-NORTHEAST OF A FIBERGLASS
 PO0768'WITNESS POST.
 PO0768'
 PO0768
 PO0768                          STATION RECOVERY (2004)
 PO0768
 PO0768'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0768'RECOVERED AS DESCRIBED.
 PO0768
 PO0768                          STATION RECOVERY (2006)
 PO0768
 PO0768'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4553 ***********************************************************************
 DJ4553  DESIGNATION -  ARCADIA N GPS
 DJ4553  PID         -  DJ4553
 DJ4553  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4553  COUNTRY     -  US
 DJ4553  USGS QUAD   -  INDEPENDENCE (2018)
 DJ4553
 DJ4553                         *CURRENT SURVEY CONTROL
 DJ4553  ______________________________________________________________________
 DJ4553* NAD 83(2011) POSITION- 44 19 08.97282(N) 091 27 38.99136(W)   ADJUSTED
 DJ4553* NAD 83(2011) ELLIP HT-   203.000 (meters)        (06/27/12)   ADJUSTED
 DJ4553* NAD 83(2011) EPOCH   -  2010.00
 DJ4553* NAVD 88 ORTHO HEIGHT -   234.043 (meters)      767.86  (feet) ADJUSTED
 DJ4553  ______________________________________________________________________
 DJ4553  GEOID HEIGHT    -        -31.044 (meters)                     GEOID18
 DJ4553  NAD 83(2011) X  -   -116,528.855 (meters)                     COMP
 DJ4553  NAD 83(2011) Y  - -4,569,430.059 (meters)                     COMP
 DJ4553  NAD 83(2011) Z  -  4,433,674.986 (meters)                     COMP
 DJ4553  LAPLACE CORR    -         -4.55  (seconds)                    DEFLEC18
 DJ4553  DYNAMIC HEIGHT  -        234.013 (meters)      767.76  (feet) COMP
 DJ4553  MODELED GRAVITY -    980,484.9   (mgal)                       NAVD 88
 DJ4553
 DJ4553  VERT ORDER      -  SECOND    CLASS I
 DJ4553
 DJ4553  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4553  Standards:
 DJ4553         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4553            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4553  -------------------------------------------------------------------
 DJ4553  NETWORK    0.43   0.65           0.19   0.16   0.33     -0.02410345
 DJ4553  -------------------------------------------------------------------
 DJ4553  Click here for local accuracies and other accuracy information.
 DJ4553
 DJ4553.The horizontal coordinates were established by GPS observations
 DJ4553.and adjusted by the National Geodetic Survey in June 2012.
 DJ4553
 DJ4553.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4553.been affixed to the stable North American tectonic plate. See 
 DJ4553.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4553
 DJ4553.The horizontal coordinates are valid at the epoch date displayed above
 DJ4553.which is a decimal equivalence of Year/Month/Day.
 DJ4553
 DJ4553.The orthometric height was determined by differential leveling and
 DJ4553.adjusted by the WI DEPT OF TRANSP
 DJ4553.in May 2012.
 DJ4553
 DJ4553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4553.GEOID18 height accuracy estimate available here.
 DJ4553
 DJ4553.Click photographs - Photos may exist for this station.
 DJ4553
 DJ4553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4553
 DJ4553.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4553
 DJ4553.The ellipsoidal height was determined by GPS observations
 DJ4553.and is referenced to NAD 83.
 DJ4553
 DJ4553.The dynamic height is computed by dividing the NAVD 88
 DJ4553.geopotential number by the normal gravity value computed on the
 DJ4553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4553.degrees latitude (g = 980.6199 gals.).
 DJ4553
 DJ4553.The modeled gravity was interpolated from observed gravity values.
 DJ4553
 DJ4553. The following values were computed from the NAD 83(2011) position.
 DJ4553
 DJ4553;                    North         East     Units Scale Factor Converg.
 DJ4553;SPC WI C     -    55,032.285   483,469.948   MT  0.99998764   -1 01 50.6
 DJ4553;SPC WI C     -   180,551.76  1,586,184.32   sFT  0.99998764   -1 01 50.6
 DJ4553;UTM  15      - 4,908,474.075   622,738.462   MT  0.99978527   +1 04 31.7
 DJ4553
 DJ4553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4553!SPC WI C     -   0.99996817  x   0.99998764  =   0.99995581
 DJ4553!UTM  15      -   0.99996817  x   0.99978527  =   0.99975345
 DJ4553
 DJ4553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2273808474(NAD 83)
 DJ4553
 DJ4553                          SUPERSEDED SURVEY CONTROL
 DJ4553
 DJ4553  NAD 83(2007)-  44 19 08.97294(N)    091 27 38.99217(W) AD(2002.00) 1
 DJ4553  ELLIP H (07/29/08)  203.032  (m)                       GP(2002.00) 3 1
 DJ4553  NAVD 88             234.03   (m)          767.8    (f) LEVELING    3  
 DJ4553  NAVD 88 (07/08/08)  234.034  (m)          767.83   (f) SUPERSEDED  2 1
 DJ4553
 DJ4553.Superseded values are not recommended for survey control.
 DJ4553
 DJ4553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4553.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4553
 DJ4553_MARKER: DD = SURVEY DISK
 DJ4553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4553_STAMPING: ARCADIA N GPS 2006
 DJ4553_MARK LOGO: WIDT
 DJ4553_PROJECTION: FLUSH
 DJ4553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4553+STABILITY: SURFACE MOTION
 DJ4553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4553+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2015
 DJ4553
 DJ4553  HISTORY     - Date     Condition        Report By
 DJ4553  HISTORY     - 20060926 MONUMENTED       WIDT
 DJ4553  HISTORY     - 20061025 GOOD             WIDT
 DJ4553  HISTORY     - 20111004 GOOD             WIDT
 DJ4553  HISTORY     - 20150608 GOOD             WIDT
 DJ4553
 DJ4553                          STATION DESCRIPTION
 DJ4553
 DJ4553'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4553'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4553'HIGHWAY XX ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF ARCADIA, GO NORTH
 DJ4553'ON STATE HIGHWAY 93 FOR 0.35 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DJ4553'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4553'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14
 DJ4553'INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1
 DJ4553'M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 16.1 M (52.8
 DJ4553'FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 93, 80 M (262.5 FT) SOUTH
 DJ4553'OF A PRIVATE ENTRANCE --N33049--, 4.9 M (16.1 FT) EAST OF A TELEPHONE
 DJ4553'PEDESTAL --2H G 3--, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST
 DJ4553'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4553'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4553'HORIZON.  ---NOTE2---THIS STATION HAS BEEN ESTABLISHED AS A
 DJ4553'REPLACEMENT FOR TREMPEALEAU COUNTY GEODETIC CONTROL STATION --30--,
 DJ4553'WHICH WAS DAMAGED BY A MOWER IN JUNE 2006 AND SUBSEQUENTLY DESTROYED.
 DJ4553'THE SAME CONCRETE POST (CONSTRUCTED IN 1995) WAS USED FOR THIS STATION
 DJ4553'ESTABLISHMENT.
 DJ4553
 DJ4553                          STATION RECOVERY (2011)
 DJ4553
 DJ4553'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4553'RECOVERED IN GOOD CONDITION.
 DJ4553
 DJ4553                          STATION RECOVERY (2015)
 DJ4553
 DJ4553'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DJ4553'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4550 ***********************************************************************
 DJ4550  DESIGNATION -  ARCADIA SE GPS
 DJ4550  PID         -  DJ4550
 DJ4550  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4550  COUNTRY     -  US
 DJ4550  USGS QUAD   -  TAMARACK (2018)
 DJ4550
 DJ4550                         *CURRENT SURVEY CONTROL
 DJ4550  ______________________________________________________________________
 DJ4550* NAD 83(2011) POSITION- 44 09 40.97400(N) 091 26 14.08299(W)   ADJUSTED
 DJ4550* NAD 83(2011) ELLIP HT-   215.691 (meters)        (06/27/12)   ADJUSTED
 DJ4550* NAD 83(2011) EPOCH   -  2010.00
 DJ4550* NAVD 88 ORTHO HEIGHT -   246.767 (meters)      809.60  (feet) ADJUSTED
 DJ4550  ______________________________________________________________________
 DJ4550  GEOID HEIGHT    -        -31.063 (meters)                     GEOID18
 DJ4550  NAD 83(2011) X  -   -114,954.876 (meters)                     COMP
 DJ4550  NAD 83(2011) Y  - -4,581,714.632 (meters)                     COMP
 DJ4550  NAD 83(2011) Z  -  4,421,123.330 (meters)                     COMP
 DJ4550  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 DJ4550  DYNAMIC HEIGHT  -        246.731 (meters)      809.48  (feet) COMP
 DJ4550  MODELED GRAVITY -    980,467.5   (mgal)                       NAVD 88
 DJ4550
 DJ4550  VERT ORDER      -  SECOND    CLASS I
 DJ4550
 DJ4550  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4550  Standards:
 DJ4550         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4550            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4550  -------------------------------------------------------------------
 DJ4550  NETWORK    0.31   0.29           0.14   0.11   0.15      0.09662629
 DJ4550  -------------------------------------------------------------------
 DJ4550  Click here for local accuracies and other accuracy information.
 DJ4550
 DJ4550.The horizontal coordinates were established by GPS observations
 DJ4550.and adjusted by the National Geodetic Survey in June 2012.
 DJ4550
 DJ4550.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4550.been affixed to the stable North American tectonic plate. See 
 DJ4550.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4550
 DJ4550.The horizontal coordinates are valid at the epoch date displayed above
 DJ4550.which is a decimal equivalence of Year/Month/Day.
 DJ4550
 DJ4550.The orthometric height was determined by differential leveling and
 DJ4550.adjusted by the WI DEPT OF TRANSP
 DJ4550.in May 2012.
 DJ4550
 DJ4550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4550.GEOID18 height accuracy estimate available here.
 DJ4550
 DJ4550.Click photographs - Photos may exist for this station.
 DJ4550
 DJ4550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4550
 DJ4550.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4550
 DJ4550.The ellipsoidal height was determined by GPS observations
 DJ4550.and is referenced to NAD 83.
 DJ4550
 DJ4550.The dynamic height is computed by dividing the NAVD 88
 DJ4550.geopotential number by the normal gravity value computed on the
 DJ4550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4550.degrees latitude (g = 980.6199 gals.).
 DJ4550
 DJ4550.The modeled gravity was interpolated from observed gravity values.
 DJ4550
 DJ4550. The following values were computed from the NAD 83(2011) position.
 DJ4550
 DJ4550;                    North         East     Units Scale Factor Converg.
 DJ4550;SPC WI C     -    37,469.674   485,040.889   MT  1.00001793   -1 00 50.7
 DJ4550;SPC WI C     -   122,931.76  1,591,338.32   sFT  1.00001793   -1 00 50.7
 DJ4550;UTM  15      - 4,890,984.737   624,952.839   MT  0.99979202   +1 05 20.0
 DJ4550
 DJ4550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4550!SPC WI C     -   0.99996618  x   1.00001793  =   0.99998411
 DJ4550!UTM  15      -   0.99996618  x   0.99979202  =   0.99975821
 DJ4550
 DJ4550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2495290984(NAD 83)
 DJ4550
 DJ4550                          SUPERSEDED SURVEY CONTROL
 DJ4550
 DJ4550  NAD 83(2007)-  44 09 40.97412(N)    091 26 14.08381(W) AD(2002.00) 1
 DJ4550  ELLIP H (07/29/08)  215.724  (m)                       GP(2002.00) 3 1
 DJ4550  NAVD 88             246.76   (m)          809.6    (f) LEVELING    3  
 DJ4550  NAVD 88 (07/08/08)  246.760  (m)          809.58   (f) SUPERSEDED  2 1
 DJ4550
 DJ4550.Superseded values are not recommended for survey control.
 DJ4550
 DJ4550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4550.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4550
 DJ4550_MARKER: DD = SURVEY DISK
 DJ4550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4550_STAMPING: ARCADIA SE GPS 2005
 DJ4550_MARK LOGO: WIDT
 DJ4550_PROJECTION: FLUSH
 DJ4550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4550+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 DJ4550
 DJ4550  HISTORY     - Date     Condition        Report By
 DJ4550  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4550  HISTORY     - 20061016 GOOD             WIDT
 DJ4550  HISTORY     - 20110927 GOOD             WIDT
 DJ4550
 DJ4550                          STATION DESCRIPTION
 DJ4550
 DJ4550'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4550'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4550'HIGHWAY F ABOUT 5 MI (8.0 KM) SOUTH OF THE CITY OF ARCADIA, GO SOUTH
 DJ4550'ON STATE HIGHWAY 93 FOR 0.95 MI (1.5 KM) TO HOLCOMB COULEE ROAD ON THE
 DJ4550'LEFT, TURN LEFT AND GO EAST ON HOLCOMB COULEE ROAD FOR 0.35 MI (0.6
 DJ4550'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DJ4550'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4550'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4550'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DJ4550'THE STATION IS 8.1 M (26.6 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 DJ4550'HOLCOMB COULEE ROAD, 34.2 M (112.2 FT) EAST-NORTHEAST OF A METAL POST
 DJ4550'FOR A --CAUTION TELEPHONE CABLE UNDERGROUND-- SIGN, 1.5 M (4.9 FT)
 DJ4550'SOUTH OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DJ4550'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4550'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4550'ABOVE THE HORIZON.
 DJ4550
 DJ4550                          STATION RECOVERY (2011)
 DJ4550
 DJ4550'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5235 ***********************************************************************
 DK5235  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5235  DESIGNATION -  ARCADIA W GPS
 DK5235  PID         -  DK5235
 DK5235  STATE/COUNTY-  WI/TREMPEALEAU
 DK5235  COUNTRY     -  US
 DK5235  USGS QUAD   -  DODGE (2018)
 DK5235
 DK5235                         *CURRENT SURVEY CONTROL
 DK5235  ______________________________________________________________________
 DK5235* NAD 83(2011) POSITION- 44 13 17.53463(N) 091 31 05.19879(W)   ADJUSTED
 DK5235* NAD 83(2011) ELLIP HT-   262.425 (meters)        (06/27/12)   ADJUSTED
 DK5235* NAD 83(2011) EPOCH   -  2010.00
 DK5235* NAVD 88 ORTHO HEIGHT -   293.32  (meters)      962.3   (feet) GPS OBS
 DK5235  ______________________________________________________________________
 DK5235  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5235  GEOID HEIGHT    -        -30.894 (meters)                     GEOID12A
 DK5235  GEOID HEIGHT    -        -30.894 (meters)                     GEOID18
 DK5235  NAD 83(2011) X  -   -121,298.695 (meters)                     COMP
 DK5235  NAD 83(2011) Y  - -4,576,923.463 (meters)                     COMP
 DK5235  NAD 83(2011) Z  -  4,425,948.800 (meters)                     COMP
 DK5235  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 DK5235
 DK5235  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5235  Standards:
 DK5235         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5235            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5235  -------------------------------------------------------------------
 DK5235  NETWORK    0.32   0.29           0.14   0.12   0.15      0.05775564
 DK5235  -------------------------------------------------------------------
 DK5235  Click here for local accuracies and other accuracy information.
 DK5235
 DK5235.The horizontal coordinates were established by GPS observations
 DK5235.and adjusted by the National Geodetic Survey in June 2012.
 DK5235
 DK5235.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5235.been affixed to the stable North American tectonic plate. See 
 DK5235.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5235
 DK5235.The horizontal coordinates are valid at the epoch date displayed above
 DK5235.which is a decimal equivalence of Year/Month/Day.
 DK5235
 DK5235.The orthometric height was determined by GPS observations and a
 DK5235.high-resolution geoid model using precise GPS observation and
 DK5235.processing techniques.
 DK5235
 DK5235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5235.GEOID18 height accuracy estimate available here.
 DK5235
 DK5235.Click photographs - Photos may exist for this station.
 DK5235
 DK5235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5235
 DK5235.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5235
 DK5235.The ellipsoidal height was determined by GPS observations
 DK5235.and is referenced to NAD 83.
 DK5235
 DK5235. The following values were computed from the NAD 83(2011) position.
 DK5235
 DK5235;                    North         East     Units Scale Factor Converg.
 DK5235;SPC WI C     -    44,270.546   478,698.493   MT  1.00000550   -1 04 16.1
 DK5235;SPC WI C     -   145,244.28  1,570,529.97   sFT  1.00000550   -1 04 16.1
 DK5235;UTM  15      - 4,897,546.680   618,366.560   MT  0.99977231   +1 02 01.1
 DK5235
 DK5235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5235!SPC WI C     -   0.99995885  x   1.00000550  =   0.99996435
 DK5235!UTM  15      -   0.99995885  x   0.99977231  =   0.99973117
 DK5235
 DK5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1836697546(NAD 83)
 DK5235
 DK5235                          SUPERSEDED SURVEY CONTROL
 DK5235
 DK5235  NAD 83(2007)-  44 13 17.53475(N)    091 31 05.19958(W) AD(2002.00) 1
 DK5235  ELLIP H (07/29/08)  262.456  (m)                       GP(2002.00) 3 1
 DK5235  NAVD 88 (07/29/08)  293.30   (m)  GEOID03  model used  GPS OBS        
 DK5235
 DK5235.Superseded values are not recommended for survey control.
 DK5235
 DK5235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5235.See file dsdata.pdf to determine how the superseded data were derived.
 DK5235
 DK5235_MARKER: DD = SURVEY DISK
 DK5235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5235_STAMPING: ARCADIA W GPS 2005
 DK5235_MARK LOGO: WIDT
 DK5235_PROJECTION: FLUSH
 DK5235_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5235+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2011
 DK5235
 DK5235  HISTORY     - Date     Condition        Report By
 DK5235  HISTORY     - 2004     MONUMENTED       WIDT
 DK5235  HISTORY     - 20061017 GOOD             WIDT
 DK5235  HISTORY     - 20110928 GOOD             WIDT
 DK5235
 DK5235                          STATION DESCRIPTION
 DK5235
 DK5235'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5235'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 (MAIN
 DK5235'STREET) WITH COUNTY HIGHWAY J (WASHINGTON STREET) IN THE CITY OF
 DK5235'ARCADIA, GO SOUTHERLY ON COUNTY HIGHWAY J (WASHINGTON STREET) FOR 2.5
 DK5235'MI (4.0 KM) TO BILL'S VALLEY ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 DK5235'THEN SOUTHWEST ON BILL'S VALLEY ROAD FOR 0.25 MI (0.4 KM) TO THE
 DK5235'STATION ON THE LEFT.  THE STATION IS WISCONSIN DEPARTMENT OF
 DK5235'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DK5235'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DK5235'THE RIGHT-OF-WAY ABOUT LEVEL WITH ROAD PAVEMENT.  THE STATION IS 5.8 M
 DK5235'(19.0 FT) SOUTHEAST OF THE CENTERLINE OF BILL'S VALLEY ROAD, 2.9 M
 DK5235'(9.5 FT) NORTHEAST OF A 6X6 WOOD POST, 1.0 M (3.3 FT) NORTHWEST OF A
 DK5235'BARBED WIRE FENCE, AND 1.0 M (3.3 FT) NORTH, WEST, AND SOUTHEAST OF AN
 DK5235'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5235'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5235'HORIZON.
 DK5235
 DK5235                          STATION RECOVERY (2011)
 DK5235
 DK5235'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0817 ***********************************************************************
 QM0817  DESIGNATION -  ARCHIBALD RESET
 QM0817  PID         -  QM0817
 QM0817  STATE/COUNTY-  WI/OCONTO
 QM0817  COUNTRY     -  US
 QM0817  USGS QUAD   -  TOWNSEND (2018)
 QM0817
 QM0817                         *CURRENT SURVEY CONTROL
 QM0817  ______________________________________________________________________
 QM0817* NAD 83(2011) POSITION- 45 15 46.37032(N) 088 35 13.07729(W)   ADJUSTED
 QM0817* NAD 83(2011) ELLIP HT-   403.064 (meters)        (06/27/12)   ADJUSTED
 QM0817* NAD 83(2011) EPOCH   -  2010.00
 QM0817* NAVD 88 ORTHO HEIGHT -   438.4   (meters)     1438.    (feet) VERTCON3
 QM0817  ______________________________________________________________________
 QM0817  GEOID HEIGHT    -        -35.340 (meters)                     GEOID18
 QM0817  NAD 83(2011) X  -    110,898.379 (meters)                     COMP
 QM0817  NAD 83(2011) Y  - -4,495,801.523 (meters)                     COMP
 QM0817  NAD 83(2011) Z  -  4,508,245.432 (meters)                     COMP
 QM0817  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 QM0817
 QM0817  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0817  Standards:
 QM0817         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0817            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0817  -------------------------------------------------------------------
 QM0817  NETWORK    1.59   3.00           0.72   0.55   1.53      0.17012454
 QM0817  -------------------------------------------------------------------
 QM0817  Click here for local accuracies and other accuracy information.
 QM0817
 QM0817.The horizontal coordinates were established by GPS observations
 QM0817.and adjusted by the National Geodetic Survey in June 2012.
 QM0817
 QM0817.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0817.been affixed to the stable North American tectonic plate. See 
 QM0817.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0817
 QM0817.The horizontal coordinates are valid at the epoch date displayed above
 QM0817.which is a decimal equivalence of Year/Month/Day.
 QM0817
 QM0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0817
 QM0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0817.GEOID18 height accuracy estimate available here.
 QM0817
 QM0817.Click photographs - Photos may exist for this station.
 QM0817
 QM0817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0817
 QM0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0817
 QM0817.The ellipsoidal height was determined by GPS observations
 QM0817.and is referenced to NAD 83.
 QM0817
 QM0817. The following values were computed from the NAD 83(2011) position.
 QM0817
 QM0817;                    North         East     Units Scale Factor Converg.
 QM0817;SPC WI C     -   159,817.615   710,892.976   MT  0.99996346   +0 59 49.2
 QM0817;SPC WI C     -   524,334.96  2,332,321.37   sFT  0.99996346   +0 59 49.2
 QM0817;UTM  16      - 5,013,378.742   375,496.200   MT  0.99979060   -1 07 38.8
 QM0817
 QM0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0817!SPC WI C     -   0.99993681  x   0.99996346  =   0.99990027
 QM0817!UTM  16      -   0.99993681  x   0.99979060  =   0.99972742
 QM0817
 QM0817:                Primary Azimuth Mark                     Grid Az
 QM0817:SPC WI C     -  RIVER                                    085 13 16.0
 QM0817:UTM  16      -  RIVER                                    087 20 44.0
 QM0817
 QM0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7549613378(NAD 83)
 QM0817
 QM0817|---------------------------------------------------------------------|
 QM0817| PID    Reference Object                     Distance      Geod. Az  |
 QM0817|                                                           dddmmss.s |
 QM0817| CJ4188 ARCHIBALD RM 1                       26.554 METERS 06228     |
 QM0817| QM0098 RIVER                               APPROX. 6.5 KM 0861305.2 |
 QM0817| QM0627 ARCHIBALD LOOKOUT                     6.188 METERS 09234     |
 QM0817| CJ4189 ARCHIBALD RM 2                       31.998 METERS 12715     |
 QM0817|---------------------------------------------------------------------|
 QM0817
 QM0817                          SUPERSEDED SURVEY CONTROL
 QM0817
 QM0817  NAD 83(2007)-  45 15 46.37042(N)    088 35 13.07812(W) AD(2002.00) 0
 QM0817  ELLIP H (02/10/07)  403.100  (m)                       GP(2002.00)    
 QM0817  NAD 83(1997)-  45 15 46.37051(N)    088 35 13.07843(W) AD(       ) 1
 QM0817  ELLIP H (06/17/02)  403.110  (m)                       GP(       ) 3 2
 QM0817  NAD 83(1991)-  45 15 46.37057(N)    088 35 13.07743(W) AD(       ) 1
 QM0817  ELLIP H (10/12/93)  403.073  (m)                       GP(       ) 3 2
 QM0817  NAD 83(1991)-  45 15 46.34558(N)    088 35 13.06489(W) AD(       ) 1
 QM0817  NAD 83(1986)-  45 15 46.35077(N)    088 35 13.07885(W) AD(       ) 1
 QM0817  NAD 27      -  45 15 46.46500(N)    088 35 12.69500(W) AD(       ) 1
 QM0817  NGVD 29 (10/12/93)  438.4    (m)  GEOID93  model used  GPS OBS        
 QM0817
 QM0817.Superseded values are not recommended for survey control.
 QM0817
 QM0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0817.See file dsdata.pdf to determine how the superseded data were derived.
 QM0817
 QM0817_MARKER: DH = HORIZONTAL CONTROL DISK
 QM0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0817_STAMPING: ARCHIBALD 1934 1985
 QM0817_MARK LOGO: NGS
 QM0817_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0817+STABILITY: SURFACE MOTION
 QM0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0817+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1991
 QM0817
 QM0817  HISTORY     - Date     Condition        Report By
 QM0817  HISTORY     - 1985     MONUMENTED       NGS
 QM0817  HISTORY     - 19910611 GOOD             USFS
 QM0817  HISTORY     - 19991023 GOOD             USPSQD
 QM0817  HISTORY     - 20031004 GOOD             USPSQD
 QM0817
 QM0817                          STATION DESCRIPTION
 QM0817
 QM0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 QM0817'THE STATION SURFACE MONUMENT WAS FOUND WITH THE DISK REMOVED.  THE
 QM0817'UNDERGROUND MONUMENT WAS RECOVERED IN GOOD CONDITION.  RM 1 WAS
 QM0817'RECOVERED IN GOOD CONDITION AND ITS DISTANCE CHECKED THE 1934 DATA. RM
 QM0817'2 WAS RECOVERED ABOUT 2 INCHES BELOW GROUND AND IN GOOD CONDITION, ITS
 QM0817'DISTANCE ALSO CHECKED THE 1934 DATA.  THE ANGLE BETWEEM THE RMS ALSO
 QM0817'CHECKED THE 1934 DATA.  A NEW SURFACE MONUMENT AND DISK WAS
 QM0817'ESTABLISHED AT THIS TIME.  A NEW RM 3 AND RM 4 WAS ALSO ESTABLISHED
 QM0817'DUE TO FACT THAT RM 1 IS JUST ON EDGE OF ROAD AND RM 2 IS NOW
 QM0817'UNDERGROUND.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QM0817'
 QM0817'THE STATION IS LOCATED ABOUT 4 MILES (6.4 KM) SW OF LAKEWOOD IN THE SW
 QM0817'1/4 SEC 11, T-32 N, R 15 E AND AT THE OLD SITE OF THE ARCHIBALD LAKE
 QM0817'FEDERAL LOOKOUT TOWER, NOW REMOVED.  OWNERSHIP--DEPARTMENT OF NATURAL
 QM0817'RESOURCES.
 QM0817'
 QM0817'TO REACH THE STATION FROM THE POST OFFICE IN LAKEWOOD, GO WESTERLY AND
 QM0817'NORTHWESTERLY ON STATE HWY 32 FOR 1.1 MILES, (1.8 KM) TO A CROSS ROAD,
 QM0817'RUGG ROAD ON RIGHT AND ARCHIBALD LAKE ROAD FOR 3.5 MILES (5.6 KM) TO A
 QM0817'GRAVEL SIDE ROAD LEFT.  TURN LEFT AND FOLLOW GRAVEL ROAD FOR 0.9 MILE,
 QM0817'(1.4 KM) TO END OF ROAD AND HIGHEST PART OF HILL AND THE STATION ON
 QM0817'LEFT AS DESCRIBED.
 QM0817'
 QM0817'THE STATION IS A STANDARD NGS DISK STAMPED ---ARCHIBALD 1934 1985---,
 QM0817'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER,
 QM0817'PROJECTING 9 CM (3 INCHES) ABOVE THE GROUND.  THE STATION IS LOCATED
 QM0817'57.0 FT (17.4 M) W FROM THE CENTERLINE OF GRAVEL ROAD, 17.0 FT (5.2 M)
 QM0817'E FROM A WOOD POST PROJECTING ABOUT SEVEN FT, 2.7 FT (0.8 M) S FROM A
 QM0817'WITNESS POST.
 QM0817'
 QM0817'RM NO 1, IS A STANDARD CGS DISK STAMPED ---ARCHIBALD NO 1 1934---,
 QM0817'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER,
 QM0817'PROJECTING 18 CM (6 INCHES) ABOVE THE GROUND.  IT IS LOCATED 12.0 FT
 QM0817'(3.7 M) WNW FROM A 12 INCH BEECH TREE, 5.0 FT (1.5 M) S FROM THE
 QM0817'CENTERLINE OF GRAVEL ROAD, 1.0 FT (0.3 M) N FROM A WITNESS POST, AND
 QM0817'57.0 FT (17.4 M) N FROM A TWIN TRUNKED OAK TREE, AND 6.0 FT (1.8 M)
 QM0817'BELOW THE STATION.
 QM0817'
 QM0817'RM NO 2, IS A STANDARD CGS DISK STAMPED ---ARCHIBALD NO 2 1934---,
 QM0817'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM (10 INCHES) IN
 QM0817'DIAMETER, RECESSED 6 CM (2 INCHES) BELOW THE GROUND.  IT IS LOCATED
 QM0817'47.0 FT (14.3 M) S FROM A TWIN TRUNKED OAK TREE, 16.0 FT (4.9 M) E
 QM0817'FROM THE CENTERLINE OF GRAVEL ROAD, 14.5 FT (4.4 M) W FROM THE
 QM0817'CENTERLINE OF GRAVEL ROAD, AND 1.5 FT (0.5 M) E FROM A WITNESS POST,
 QM0817'AND 4 FT (1.2 M) BELOW THE STATION.
 QM0817'
 QM0817'RM NO 3, IS A STANDARD NGS DISK STAMPED
 QM0817'---ARCHIBALD 1934 NO 3 1985---,  CEMENTED IN A DRILL HOLE IN THE N ONE
 QM0817'OF FOUR CONCRETE FOUNDATIONS LEFT FROM OLD LOKOUT TOWER.
 QM0817'
 QM0817'RM NO 4, IS A STANDARD NGS DISK STAMPED ---ARCHIBALD NO 4 1985---,
 QM0817'CEMENTED IN A DRILL HOLE IN THE SW ONE OF FOUR CONCRETE FOUNDATIONS
 QM0817'LEFT ROM OLD LOOKOUT TOWER.
 QM0817
 QM0817                          STATION RECOVERY (1991)
 QM0817
 QM0817'RECOVERY NOTE BY US FOREST SERVICE 1991
 QM0817'1991 RECOVERY DESCRIPTION.  THE STATION IS ABOUT 4 MILES (6.4 KM)
 QM0817'SOUTHWEST OF LAKEWOOD,WI IN THE SE 1/4 OF THE SW 1/4 OF SECTION 11,
 QM0817'T32N R15E.  THIS WAS THE SITE OF THE ARCHIBALD LAKE FEDERAL LOOKOUT
 QM0817'TOWER BUT THE TOWER HAS BEEN REMOVED.  THE CONCRETE FOOTINGS FOR THE
 QM0817'BASE OF THE TOWER ARE STILL IN PLACE.  THE MARK IS 14.1 FEET (4.3 M)
 QM0817'WEST OF THE NORTHWEST LEG FOOTING AND 14.8 FEET (4.5 M) NORTHWEST OF
 QM0817'THE SOUTHWEST LEG FOOTING AND PROJECTS 4 INCHES ABOVE GROUND.
 QM0817'
 QM0817'TO REACH FROM LAKEWOOD FOLLOW STATE HIGHWAY 32 WEST FOR 1.0 MILES
 QM0817'(1.6 KM) TO THE INTERSECTION OF STATE HIGHWAY 32 AND ARCHIBALD LAKE
 QM0817'ROAD (FOREST ROAD 2121)  TURN LEFT (SOUTH) AND FOLLOW ARCHIBALD LAKE
 QM0817'ROAD (FOREST ROAD 2121) SOUTHWESTERLY FOR 3.55 MILES (5.71 KM) TO THE
 QM0817'INTERSECTION OF ARCHIBALD LAKE ROAD AND FOREST ROAD 2294.  TURN LEFT
 QM0817'(SOUTH) AND GO 0.9 MILES (1.4 KM) TO THE STATION WHICH IS 59 FEET
 QM0817'(18.0 M) WEST OF THE CENTER LINE OF FOREST ROAD 2294 AND IS GUARDED BY
 QM0817'A CARSONITE SIGN POST WHICH IS 2.85 FEET (0.87 M) NORTH OF THE
 QM0817'STATION.
 QM0817'
 QM0817'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 8 FEET (2.4 M) AND
 QM0817'PROJECTS 7 INCHES.
 QM0817'
 QM0817'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION NEAR THE TRAIL TO THE
 QM0817'OLD TOWER AND PROJECTS 3 INCHES.
 QM0817'
 QM0817'THE GARAGE AND HOUSE REFERED TO IN THE ORIGINAL DESCRIPTION WERE TORN
 QM0817'DOWN AND REMOVED.
 QM0817
 QM0817                          STATION RECOVERY (1999)
 QM0817
 QM0817'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0817'RECOVERED IN GOOD CONDITION.
 QM0817
 QM0817                          STATION RECOVERY (2003)
 QM0817
 QM0817'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QM0817'REFERENCE MARKS 1, 2, 3, AND 4 ALSO FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1174 ***********************************************************************
 OM1174  DESIGNATION -  ARENA
 OM1174  PID         -  OM1174
 OM1174  STATE/COUNTY-  WI/IOWA
 OM1174  COUNTRY     -  US
 OM1174  USGS QUAD   -  ARENA (2018)
 OM1174
 OM1174                         *CURRENT SURVEY CONTROL
 OM1174  ______________________________________________________________________
 OM1174* NAD 83(1991) POSITION- 43 09 41.14026(N) 089 54 24.33604(W)   ADJUSTED
 OM1174* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 OM1174  ______________________________________________________________________
 OM1174  GEOID HEIGHT    -        -34.312 (meters)                     GEOID18
 OM1174  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 OM1174  HORZ ORDER      -  THIRD
 OM1174
 OM1174.The horizontal coordinates were established by classical geodetic methods
 OM1174.and adjusted by the National Geodetic Survey in November 1991.
 OM1174
 OM1174.The orthometric height was scaled from a topographic map.
 OM1174
 OM1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1174.GEOID18 height accuracy estimate available here.
 OM1174
 OM1174.Click photographs - Photos may exist for this station.
 OM1174
 OM1174.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1174
 OM1174. The following values were computed from the NAD 83(1991) position.
 OM1174
 OM1174;                    North         East     Units Scale Factor Converg.
 OM1174;SPC WI S     -   129,027.552   607,582.498   MT  0.99994126   +0 03 50.6
 OM1174;SPC WI S     -   423,317.89  1,993,376.91   sFT  0.99994126   +0 03 50.6
 OM1174;UTM  16      - 4,782,843.618   263,689.313   MT  1.00028701   -1 59 21.5
 OM1174
 OM1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1174!SPC WI S     -   0.99996932  x   0.99994126  =   0.99991058
 OM1174!UTM  16      -   0.99996932  x   1.00028701  =   1.00025632
 OM1174
 OM1174:                Primary Azimuth Mark                     Grid Az
 OM1174:SPC WI S     -  ROBSON                                   324 17 40.4
 OM1174:UTM  16      -  ROBSON                                   326 20 52.5
 OM1174
 OM1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6368982843(NAD 83)
 OM1174
 OM1174|---------------------------------------------------------------------|
 OM1174| PID    Reference Object                     Distance      Geod. Az  |
 OM1174|                                                           dddmmss.s |
 OM1174| CI8927 ARENA RM 1                           11.555 METERS 01752     |
 OM1174| CI8926 ARENA AZ MK                                        0872330.8 |
 OM1174| CI8928 ARENA RM 2                           11.664 METERS 27023     |
 OM1174| OM1176 ROBSON                              APPROX. 5.6 KM 3242131.0 |
 OM1174|---------------------------------------------------------------------|
 OM1174
 OM1174                          SUPERSEDED SURVEY CONTROL
 OM1174
 OM1174  NAD 83(1986)-  43 09 41.13251(N)    089 54 24.33994(W) AD(       ) 3
 OM1174  NAD 27      -  43 09 41.15770(N)    089 54 23.89680(W) AD(       ) 3
 OM1174
 OM1174.Superseded values are not recommended for survey control.
 OM1174
 OM1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1174.See file dsdata.pdf to determine how the superseded data were derived.
 OM1174
 OM1174_MARKER: DS = TRIANGULATION STATION DISK
 OM1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1174_STAMPING: ARENA 1958
 OM1174_MARK LOGO: CGS
 OM1174_PROJECTION: FLUSH
 OM1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1174+STABILITY: SURFACE MOTION
 OM1174
 OM1174  HISTORY     - Date     Condition        Report By
 OM1174  HISTORY     - 1958     MONUMENTED       CGS
 OM1174
 OM1174                          STATION DESCRIPTION
 OM1174
 OM1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1174'THE STATION IS AT THE SOUTHEAST EDGE OF THE VILLAGE OF ARENA,
 OM1174'ABOUT 6 MILES WEST OF MAZOMANIE, IN THE NORTHWEST CORNER OF THE
 OM1174'NORTHEAST 1/4 SEC. 21, T. 8N., R. 5E., IT IS ON HIGHWAY PROPERTY,
 OM1174'4 FEET NORTH OF A WHITE WITNESS POST, 23 FEET NORTH OF A TELEPHONE
 OM1174'POLE, 38 FEET SOUTHWEST OF A POWER POLE, AND 69 FEET SOUTH OF THE
 OM1174'CENTERLINE OF U.S. HIGHWAY 14.  THE MONUMENT IS FLUSH AND THE
 OM1174'DISK IS STAMPED ARENA 1958.
 OM1174'
 OM1174'TO REACH THE STATION FROM THE ARENA HIGH SCHOOL IN ARENA, GO
 OM1174'EAST ON U.S. HIGHWAY 14 FOR 0.15 MILE TO THE STATION ON THE
 OM1174'RIGHT, SOUTH SIDE OF THE HIGHWAY.
 OM1174'
 OM1174'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 OM1174'HIGHWAY 14 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 OM1174'SOUTH SIDE OF THE HIGHWAY.
 OM1174'
 OM1174'REFERENCE MARK 1 IS 2 FEET WEST OF A POWER POLE, AND 33 FEET
 OM1174'EAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 OM1174'DISK IS STAMPED ARENA NO. 1 1958.
 OM1174'
 OM1174'REFERENCE MARK 2 IS 38 FEET WEST OF WHITE WITNESS POST, 46
 OM1174'FEET NORTHWEST OF A TELEPHONE POLE, 69 FEET SOUTH OF THE
 OM1174'CENTERLINE OF U.S. HIGHWAY 14, AND 155 FEET EAST OF THE CENTERLINE
 OM1174'OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM1174'STAMPED ARENA NO 2 1958.
 OM1174'
 OM1174'THE AZIMUTH MARK IS 5 FEET WEST OF A WHITE WITNESS POST, 9
 OM1174'FEET WEST OF AN 8 INCH TREE, 32 FEET SOUTH OF THE CENTERLINE
 OM1174'OF U.S. HIGHWAY 14, AND 46 FEET NORTHEAST OF A TELEPHONE
 OM1174'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ARENA 1958.
 OM1174'
 OM1174'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5273 ***********************************************************************
 DH5273  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5273  DESIGNATION -  ARENA C GPS
 DH5273  PID         -  DH5273
 DH5273  STATE/COUNTY-  WI/IOWA
 DH5273  COUNTRY     -  US
 DH5273  USGS QUAD   -  BARNEVELD (2018)
 DH5273
 DH5273                         *CURRENT SURVEY CONTROL
 DH5273  ______________________________________________________________________
 DH5273* NAD 83(2011) POSITION- 43 06 35.82548(N) 089 56 43.06865(W)   ADJUSTED
 DH5273* NAD 83(2011) ELLIP HT-   283.631 (meters)        (06/27/12)   ADJUSTED
 DH5273* NAD 83(2011) EPOCH   -  2010.00
 DH5273* NAVD 88 ORTHO HEIGHT -   317.77  (meters)     1042.6   (feet) GPS OBS
 DH5273  ______________________________________________________________________
 DH5273  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5273  GEOID HEIGHT    -        -34.130 (meters)                     GEOID12A
 DH5273  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 DH5273  NAD 83(2011) X  -      4,452.783 (meters)                     COMP
 DH5273  NAD 83(2011) Y  - -4,663,819.116 (meters)                     COMP
 DH5273  NAD 83(2011) Z  -  4,336,621.031 (meters)                     COMP
 DH5273  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 DH5273
 DH5273  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5273  Standards:
 DH5273         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5273            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5273  -------------------------------------------------------------------
 DH5273  NETWORK    0.23   0.35           0.10   0.09   0.18      0.09663388
 DH5273  -------------------------------------------------------------------
 DH5273  Click here for local accuracies and other accuracy information.
 DH5273
 DH5273.The horizontal coordinates were established by GPS observations
 DH5273.and adjusted by the National Geodetic Survey in June 2012.
 DH5273
 DH5273.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5273.been affixed to the stable North American tectonic plate. See 
 DH5273.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5273
 DH5273.The horizontal coordinates are valid at the epoch date displayed above
 DH5273.which is a decimal equivalence of Year/Month/Day.
 DH5273
 DH5273.The orthometric height was determined by GPS observations and a
 DH5273.high-resolution geoid model using precise GPS observation and
 DH5273.processing techniques.
 DH5273
 DH5273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5273.GEOID18 height accuracy estimate available here.
 DH5273
 DH5273.Click photographs - Photos may exist for this station.
 DH5273
 DH5273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5273
 DH5273.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5273
 DH5273.The ellipsoidal height was determined by GPS observations
 DH5273.and is referenced to NAD 83.
 DH5273
 DH5273. The following values were computed from the NAD 83(2011) position.
 DH5273
 DH5273;                    North         East     Units Scale Factor Converg.
 DH5273;SPC WI S     -   123,306.315   604,452.343   MT  0.99994540   +0 02 15.3
 DH5273;SPC WI S     -   404,547.47  1,983,107.40   sFT  0.99994540   +0 02 15.3
 DH5273;UTM  16      - 4,777,236.170   260,355.092   MT  1.00030654   -2 00 49.6
 DH5273;UTM  15      - 4,777,555.016   748,547.338   MT  1.00036002   +2 05 19.1
 DH5273
 DH5273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5273!SPC WI S     -   0.99995552  x   0.99994540  =   0.99990092
 DH5273!UTM  16      -   0.99995552  x   1.00030654  =   1.00026205
 DH5273!UTM  15      -   0.99995552  x   1.00036002  =   1.00031553
 DH5273
 DH5273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6035577236(NAD 83)
 DH5273
 DH5273                          SUPERSEDED SURVEY CONTROL
 DH5273
 DH5273  NAD 83(2007)-  43 06 35.82559(N)    089 56 43.06953(W) AD(2002.00) 0
 DH5273  ELLIP H (02/10/07)  283.664  (m)                       GP(2002.00)    
 DH5273  NAD 83(1997)-  43 06 35.82543(N)    089 56 43.06992(W) AD(       ) 1
 DH5273  ELLIP H (08/01/05)  283.663  (m)                       GP(       ) 2 1
 DH5273  NAVD 88 (07/26/07)  317.76   (m)  GEOID03  model used  GPS OBS        
 DH5273
 DH5273.Superseded values are not recommended for survey control.
 DH5273
 DH5273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5273.See file dsdata.pdf to determine how the superseded data were derived.
 DH5273
 DH5273_MARKER: DD = SURVEY DISK
 DH5273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5273_STAMPING: ARENA C GPS 2004
 DH5273_MARK LOGO: WIDT
 DH5273_PROJECTION: FLUSH
 DH5273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5273+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 DH5273
 DH5273  HISTORY     - Date     Condition        Report By
 DH5273  HISTORY     - 2003     MONUMENTED       WIDT
 DH5273  HISTORY     - 20071001 GOOD             WIDT
 DH5273
 DH5273                          STATION DESCRIPTION
 DH5273
 DH5273'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5273'OWNERSHIP--TOWN OF ARENA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5273'US HIGHWAY 14  WITH COUNTY HIGHWAY H ABOUT 7 MI EAST OF THE VILLAGE OF
 DH5273'SPRING GREEN, GO SOUTH ON  COUNTY HIGHWAY H FOR 3.0 MI TO BLUE RIDGE
 DH5273'ROAD ON THE LEFT, TURN LEFT AND GO SOUTHEAST  ON BLUE RIDGE ROAD FOR
 DH5273'1.0 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE  WISCONSIN
 DH5273'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5273'IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5273'ROAD PAVEMENT.  THE  STATION IS 8.1 M NORTHEAST OF THE CENTERLINE OF
 DH5273'BLUE RIDGE ROAD, 8.3 M SOUTHWEST OF A  FENCE, 0.15 M SOUTHEAST OF
 DH5273'PRIVATE ENTRANCE --6188--, 1.0 M NORTHEAST OF AN ORANGE 4X4  PLASTIC
 DH5273'WITNESS POST, 1.0 M WEST-NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5273'POST AND  1.0 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5273'---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5273'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5273
 DH5273                          STATION RECOVERY (2007)
 DH5273
 DH5273'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5273'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.05 MILE SOUTHEAST
 DH5273'OF PRIVATE ENTRANCE --6155--, 31.0 M NORTHWEST OF POWER POLE --7-5-6
 DH5273'29/22--, AND 29.5 M SOUTHEAST OF POWER POLE --7-5-6 27/24--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5047 ***********************************************************************
 DH5047  DESIGNATION -  ARENA N GPS
 DH5047  PID         -  DH5047
 DH5047  STATE/COUNTY-  WI/IOWA
 DH5047  COUNTRY     -  US
 DH5047  USGS QUAD   -  ARENA (2018)
 DH5047
 DH5047                         *CURRENT SURVEY CONTROL
 DH5047  ______________________________________________________________________
 DH5047* NAD 83(2011) POSITION- 43 09 42.23652(N) 089 53 17.16852(W)   ADJUSTED
 DH5047* NAD 83(2011) ELLIP HT-   191.167 (meters)        (06/27/12)   ADJUSTED
 DH5047* NAD 83(2011) EPOCH   -  2010.00
 DH5047* NAVD 88 ORTHO HEIGHT -   225.489 (meters)      739.79  (feet) ADJUSTED
 DH5047  ______________________________________________________________________
 DH5047  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 DH5047  NAD 83(2011) X  -      9,100.540 (meters)                     COMP
 DH5047  NAD 83(2011) Y  - -4,659,811.498 (meters)                     COMP
 DH5047  NAD 83(2011) Z  -  4,340,755.848 (meters)                     COMP
 DH5047  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 DH5047  DYNAMIC HEIGHT  -        225.430 (meters)      739.60  (feet) COMP
 DH5047  MODELED GRAVITY -    980,356.0   (mgal)                       NAVD 88
 DH5047
 DH5047  VERT ORDER      -  SECOND    CLASS I
 DH5047
 DH5047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5047  Standards:
 DH5047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5047  -------------------------------------------------------------------
 DH5047  NETWORK    0.22   0.35           0.10   0.08   0.18      0.08730291
 DH5047  -------------------------------------------------------------------
 DH5047  Click here for local accuracies and other accuracy information.
 DH5047
 DH5047.The horizontal coordinates were established by GPS observations
 DH5047.and adjusted by the National Geodetic Survey in June 2012.
 DH5047
 DH5047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5047.been affixed to the stable North American tectonic plate. See 
 DH5047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5047
 DH5047.The horizontal coordinates are valid at the epoch date displayed above
 DH5047.which is a decimal equivalence of Year/Month/Day.
 DH5047
 DH5047.The orthometric height was determined by differential leveling and
 DH5047.adjusted by the WI DEPT OF TRANSP
 DH5047.in May 2012.
 DH5047
 DH5047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5047.GEOID18 height accuracy estimate available here.
 DH5047
 DH5047.Click photographs - Photos may exist for this station.
 DH5047
 DH5047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5047
 DH5047.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5047
 DH5047.The ellipsoidal height was determined by GPS observations
 DH5047.and is referenced to NAD 83.
 DH5047
 DH5047.The dynamic height is computed by dividing the NAVD 88
 DH5047.geopotential number by the normal gravity value computed on the
 DH5047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5047.degrees latitude (g = 980.6199 gals.).
 DH5047
 DH5047.The modeled gravity was interpolated from observed gravity values.
 DH5047
 DH5047. The following values were computed from the NAD 83(2011) position.
 DH5047
 DH5047;                    North         East     Units Scale Factor Converg.
 DH5047;SPC WI S     -   129,063.247   609,099.736   MT  0.99994124   +0 04 36.8
 DH5047;SPC WI S     -   423,435.00  1,998,354.72   sFT  0.99994124   +0 04 36.8
 DH5047;UTM  16      - 4,782,824.919   265,207.373   MT  1.00027821   -1 58 35.5
 DH5047
 DH5047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5047!SPC WI S     -   0.99997002  x   0.99994124  =   0.99991126
 DH5047!UTM  16      -   0.99997002  x   1.00027821  =   1.00024822
 DH5047
 DH5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6520782824(NAD 83)
 DH5047
 DH5047                          SUPERSEDED SURVEY CONTROL
 DH5047
 DH5047  NAD 83(2007)-  43 09 42.23662(N)    089 53 17.16938(W) AD(2002.00) 0
 DH5047  ELLIP H (02/10/07)  191.199  (m)                       GP(2002.00)    
 DH5047  NAD 83(1997)-  43 09 42.23647(N)    089 53 17.16977(W) AD(       ) 1
 DH5047  ELLIP H (08/01/05)  191.198  (m)                       GP(       ) 2 1
 DH5047  NAVD 88             225.48   (m)          739.8    (f) LEVELING    3  
 DH5047  NAVD 88 (04/20/07)  225.477  (m)          739.75   (f) SUPERSEDED  2 1
 DH5047
 DH5047.Superseded values are not recommended for survey control.
 DH5047
 DH5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5047.See file dsdata.pdf to determine how the superseded data were derived.
 DH5047
 DH5047_MARKER: DD = SURVEY DISK
 DH5047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5047_STAMPING: ARENA N GPS 2004
 DH5047_MARK LOGO: WIDT
 DH5047_PROJECTION: FLUSH
 DH5047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5047+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 DH5047
 DH5047  HISTORY     - Date     Condition        Report By
 DH5047  HISTORY     - 2003     MONUMENTED       WIDT
 DH5047  HISTORY     - 20051227 GOOD             WIDT
 DH5047  HISTORY     - 20071001 GOOD             WIDT
 DH5047  HISTORY     - 20080702 GOOD             NGS
 DH5047
 DH5047                          STATION DESCRIPTION
 DH5047
 DH5047'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5047'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5047'STATION FROM THE  JUNCTION OF US HIGHWAY 14 WITH COUNTY HIGHWAY K
 DH5047'SOUTH ABOUT 3 MI WEST OF THE VILLAGE  OF MAZOMAINIE, GO WEST ON US
 DH5047'HIGHWAY 14 FOR 2.0 MI TO THE STATION ON THE RIGHT.  THE  STATION IS A
 DH5047'BRONZE WISCONSIN  DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY
 DH5047'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5047'ABOUT LEVEL WITH  THE HIGHWAY PAVEMENT.  THE STATION IS 9.5 M NORTH OF
 DH5047'THE CENTERLINE OF US HIGHWAY 14,  46.7 M NORTHEAST OF POWERPOLE
 DH5047'--8-5-22 24/53--, 41.2 M NORTHWEST OF POWERPOLE --8-5-22 26/53--,
 DH5047'25.4 M WEST-SOUTHWEST OF TELEPHONE PEDETSAL --3443--, 5 M SOUTH OF A
 DH5047'CULTIVATED FIELD, 1.0  M EAST OF AN ORANGE 4X4   PLASTIC WITNESS POST,
 DH5047'1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE--- THIS
 DH5047'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5047'ABOVE THE HORIZON.
 DH5047
 DH5047                          STATION RECOVERY (2005)
 DH5047
 DH5047'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5047'RECOVERED AS DESCRIBED.
 DH5047
 DH5047                          STATION RECOVERY (2007)
 DH5047
 DH5047'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5047'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 MILE WEST OF
 DH5047'SAWLE ROAD, 0.55 MILE EAST OF DALOGASA DRIVE, AND 1.0 M NORTH OF AN
 DH5047'ORANGE 4X4 PLASTIC GUARD POST.  ---NOTE--- THE MONUMENT IS RECESSED 10
 DH5047'CM BELOW GROUND LEVEL.
 DH5047
 DH5047                          STATION RECOVERY (2008)
 DH5047
 DH5047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JTE)
 DH5047'REPLACED BROKEN ORANGE PLASTIC GUARD POST LOCATED WESTERLY OF THIS
 DH5047'STATION. THE STATION IS 1.0 M WEST OF AND 1.0 M EAST OF TWO 4X4 ORANGE
 DH5047'PLASTIC GUARD POSTS. THERE IS NO ORANGE PLASTIC GUARD POST SOUTH OF
 DH5047'THE MARK AS MENTIONED IN 2007 RECOVERY NOTE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5274 ***********************************************************************
 DH5274  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5274  DESIGNATION -  ARENA W GPS
 DH5274  PID         -  DH5274
 DH5274  STATE/COUNTY-  WI/IOWA
 DH5274  COUNTRY     -  US
 DH5274  USGS QUAD   -  SPRING GREEN (2018)
 DH5274
 DH5274                         *CURRENT SURVEY CONTROL
 DH5274  ______________________________________________________________________
 DH5274* NAD 83(2011) POSITION- 43 07 42.75748(N) 090 01 28.80699(W)   ADJUSTED
 DH5274* NAD 83(2011) ELLIP HT-   302.034 (meters)        (06/27/12)   ADJUSTED
 DH5274* NAD 83(2011) EPOCH   -  2010.00
 DH5274* NAVD 88 ORTHO HEIGHT -   336.09  (meters)     1102.7   (feet) GPS OBS
 DH5274  ______________________________________________________________________
 DH5274  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5274  GEOID HEIGHT    -        -34.050 (meters)                     GEOID12A
 DH5274  GEOID HEIGHT    -        -34.061 (meters)                     GEOID18
 DH5274  NAD 83(2011) X  -     -2,007.399 (meters)                     COMP
 DH5274  NAD 83(2011) Y  - -4,662,422.366 (meters)                     COMP
 DH5274  NAD 83(2011) Z  -  4,338,141.358 (meters)                     COMP
 DH5274  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 DH5274
 DH5274  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5274  Standards:
 DH5274         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5274            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5274  -------------------------------------------------------------------
 DH5274  NETWORK    0.22   0.33           0.10   0.08   0.17      0.08918492
 DH5274  -------------------------------------------------------------------
 DH5274  Click here for local accuracies and other accuracy information.
 DH5274
 DH5274.The horizontal coordinates were established by GPS observations
 DH5274.and adjusted by the National Geodetic Survey in June 2012.
 DH5274
 DH5274.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5274.been affixed to the stable North American tectonic plate. See 
 DH5274.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5274
 DH5274.The horizontal coordinates are valid at the epoch date displayed above
 DH5274.which is a decimal equivalence of Year/Month/Day.
 DH5274
 DH5274.The orthometric height was determined by GPS observations and a
 DH5274.high-resolution geoid model using precise GPS observation and
 DH5274.processing techniques.
 DH5274
 DH5274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5274.GEOID18 height accuracy estimate available here.
 DH5274
 DH5274.Click photographs - Photos may exist for this station.
 DH5274
 DH5274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5274
 DH5274.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5274
 DH5274.The ellipsoidal height was determined by GPS observations
 DH5274.and is referenced to NAD 83.
 DH5274
 DH5274. The following values were computed from the NAD 83(2011) position.
 DH5274
 DH5274;                    North         East     Units Scale Factor Converg.
 DH5274;SPC WI S     -   125,370.541   597,992.809   MT  0.99994382   -0 01 01.0
 DH5274;SPC WI S     -   411,319.85  1,961,914.74   sFT  0.99994382   -0 01 01.0
 DH5274;UTM  15      - 4,779,387.404   742,015.465   MT  1.00032059   +2 02 06.1
 DH5274;UTM  16      - 4,779,531.196   253,971.167   MT  1.00034469   -2 04 07.7
 DH5274
 DH5274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5274!SPC WI S     -   0.99995264  x   0.99994382  =   0.99989646
 DH5274!UTM  15      -   0.99995264  x   1.00032059  =   1.00027321
 DH5274!UTM  16      -   0.99995264  x   1.00034469  =   1.00029731
 DH5274
 DH5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4201579387(NAD 83)
 DH5274
 DH5274                          SUPERSEDED SURVEY CONTROL
 DH5274
 DH5274  NAD 83(2007)-  43 07 42.75758(N)    090 01 28.80786(W) AD(2002.00) 0
 DH5274  ELLIP H (02/10/07)  302.069  (m)                       GP(2002.00)    
 DH5274  NAD 83(1997)-  43 07 42.75739(N)    090 01 28.80830(W) AD(       ) 1
 DH5274  ELLIP H (08/01/05)  302.070  (m)                       GP(       ) 2 1
 DH5274  NAVD 88 (07/26/07)  336.10   (m)  GEOID03  model used  GPS OBS        
 DH5274
 DH5274.Superseded values are not recommended for survey control.
 DH5274
 DH5274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5274.See file dsdata.pdf to determine how the superseded data were derived.
 DH5274
 DH5274_MARKER: DD = SURVEY DISK
 DH5274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5274_STAMPING: ARENA W GPS 2004
 DH5274_MARK LOGO: WIDT
 DH5274_PROJECTION: FLUSH
 DH5274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5274+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5274
 DH5274  HISTORY     - Date     Condition        Report By
 DH5274  HISTORY     - 2003     MONUMENTED       WIDT
 DH5274  HISTORY     - 20071001 GOOD             WIDT
 DH5274
 DH5274                          STATION DESCRIPTION
 DH5274
 DH5274'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5274'OWNERSHIP--TOWN OF ARENA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5274'STATE HIGHWAY 23  WITH COUNTY HIGHWAY C EAST ABOUT 2 MI SOUTH OF THE
 DH5274'VILLAGE OF SPRING GREEN, GO EAST  ON COUNTY HIGHWAY C FOR 0.7 MI TO
 DH5274'GOLF COURSE ROAD ON THE RIGHT, TURN RIGHT AND GO  SOUTHEAST ON GOLF
 DH5274'COURSE ROAD FOR 1.35 MI TO HYPOINT ROAD, TURN RIGHT AND GO SOUTH ON
 DH5274'HYPOINT ROAD FOR 0.6 MI TO THE STATION ON THE LEFT.  THE STATION IS A
 DH5274'BRONZE WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5274'STATION DISK SET IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT
 DH5274'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.1 M  SOUTHEAST OF THE
 DH5274'CENTERLINE OF HYPOINT ROAD, 74 M SOUTH-SOUTHEAST OF THE CENTERLINE  OF
 DH5274'PRIVATE ENTRANCE --6565--, 34.1 M EAST-NORTHEAST OF POWER POLE
 DH5274'--8-4-33 26/36--, 1.5 M  NORTHWEST OF A FENCE, 1.0 M SOUTH OF AN
 DH5274'ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M WEST OF  AN ORANGE 4X4 PLASTIC
 DH5274'WITNESS POST AND 1.0 M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS  POST.
 DH5274'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5274'THAN 15  DEGREES ABOVE THE HORIZON.
 DH5274
 DH5274                          STATION RECOVERY (2007)
 DH5274
 DH5274'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5274'RECOVERED IN GOOD CONDITION.  ---NOTE--- VISIBLE OBSTRUCTIONS AT THIS
 DH5274'STATION ARE TREES TO THE SOUTHWEST EXTENDING TO 20 DEGREES AND TREES
 DH5274'TO THE NORTHWEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8713 ***********************************************************************
 DP8713  DESIGNATION -  ARGONNE C GPS
 DP8713  PID         -  DP8713
 DP8713  STATE/COUNTY-  WI/FOREST
 DP8713  COUNTRY     -  US
 DP8713  USGS QUAD   -  CRANDON NE (2018)
 DP8713
 DP8713                         *CURRENT SURVEY CONTROL
 DP8713  ______________________________________________________________________
 DP8713* NAD 83(2011) POSITION- 45 43 26.94352(N) 088 51 42.56190(W)   ADJUSTED
 DP8713* NAD 83(2011) ELLIP HT-   463.284 (meters)        (04/14/17)   ADJUSTED
 DP8713* NAD 83(2011) EPOCH   -  2010.00
 DP8713* NAVD 88 ORTHO HEIGHT -   496.265 (meters)     1628.16  (feet) ADJUSTED
 DP8713  ______________________________________________________________________
 DP8713  GEOID HEIGHT    -        -32.975 (meters)                     GEOID18
 DP8713  NAD 83(2011) X  -     88,604.666 (meters)                     COMP
 DP8713  NAD 83(2011) Y  - -4,459,767.214 (meters)                     COMP
 DP8713  NAD 83(2011) Z  -  4,544,227.845 (meters)                     COMP
 DP8713  LAPLACE CORR    -         -5.93  (seconds)                    DEFLEC18
 DP8713  DYNAMIC HEIGHT  -        496.235 (meters)     1628.06  (feet) COMP
 DP8713  MODELED GRAVITY -    980,540.9   (mgal)                       NAVD 88
 DP8713
 DP8713  VERT ORDER      -  SECOND    CLASS I
 DP8713
 DP8713  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8713  Standards:
 DP8713         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8713            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8713  -------------------------------------------------------------------
 DP8713  NETWORK    0.75   0.69           0.34   0.26   0.35      0.11549176
 DP8713  -------------------------------------------------------------------
 DP8713  Click here for local accuracies and other accuracy information.
 DP8713
 DP8713.The horizontal coordinates were established by GPS observations
 DP8713.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8713
 DP8713.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8713.been affixed to the stable North American tectonic plate. See 
 DP8713.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8713
 DP8713.The horizontal coordinates are valid at the epoch date displayed above
 DP8713.which is a decimal equivalence of Year/Month/Day.
 DP8713
 DP8713.The orthometric height was determined by differential leveling and
 DP8713.adjusted by the NATIONAL GEODETIC SURVEY
 DP8713.in February 2017.
 DP8713
 DP8713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8713.GEOID18 height accuracy estimate available here.
 DP8713
 DP8713.Click photographs - Photos may exist for this station.
 DP8713
 DP8713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8713
 DP8713.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8713
 DP8713.The ellipsoidal height was determined by GPS observations
 DP8713.and is referenced to NAD 83.
 DP8713
 DP8713.The dynamic height is computed by dividing the NAVD 88
 DP8713.geopotential number by the normal gravity value computed on the
 DP8713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8713.degrees latitude (g = 980.6199 gals.).
 DP8713
 DP8713.The modeled gravity was interpolated from observed gravity values.
 DP8713
 DP8713. The following values were computed from the NAD 83(2011) position.
 DP8713
 DP8713;                    North         East     Units Scale Factor Converg.
 DP8713;SPC WI N     -    62,595.637   688,598.834   MT  0.99997514   +0 49 15.8
 DP8713;SPC WI N     -   205,365.85  2,259,178.01   sFT  0.99997514   +0 49 15.8
 DP8713;UTM  16      - 5,065,085.190   355,120.639   MT  0.99985806   -1 19 59.8
 DP8713
 DP8713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8713!SPC WI N     -   0.99992737  x   0.99997514  =   0.99990252
 DP8713!UTM  16      -   0.99992737  x   0.99985806  =   0.99978544
 DP8713
 DP8713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5512065085(NAD 83)
 DP8713
 DP8713                          SUPERSEDED SURVEY CONTROL
 DP8713
 DP8713.No superseded survey control is available for this station.
 DP8713
 DP8713_MARKER: DD = SURVEY DISK
 DP8713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8713_STAMPING: ARGONNE C GPS 2012
 DP8713_MARK LOGO: WIDT
 DP8713_PROJECTION: FLUSH
 DP8713_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8713+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2014
 DP8713
 DP8713  HISTORY     - Date     Condition        Report By
 DP8713  HISTORY     - 2012     MONUMENTED       WIDT
 DP8713  HISTORY     - 20140724 GOOD             WIDT
 DP8713
 DP8713                          STATION DESCRIPTION
 DP8713
 DP8713'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8713'THE STATION IS APPROXIMATELY 15.4 MI (24.8 KM) SOUTHEAST OF THREE
 DP8713'LAKES, 11.8 MI (19.0 KM) NORTHWEST OF CAVOUR AND 4.6 MI (7.4 KM) NORTH
 DP8713'OF ARGONNE.
 DP8713'
 DP8713'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE
 DP8713'HIGHWAY 32 NORTH IN THE COMMUNITY OF ARGONNE, GO EAST THEN NORTH ON
 DP8713'STATE HIGHWAY 55 FOR 5.05 MI (8.1 KM) TO DOUBLE BEND ROAD ON THE
 DP8713'RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 55 FOR 130 M (426.5 FT) TO THE
 DP8713'STATION ON THE RIGHT.
 DP8713'
 DP8713'THE STATION IS 10.1 M (33.1 FT) EAST OF THE CENTERLINE OF STATE
 DP8713'HIGHWAY 55, 130 M (426.5 FT) NORTH OF DOUBLE BEND ROAD, 23.0 M (75.5
 DP8713'FT) SOUTH OF THE CENTERLINE OF A DRIVEWAY -9750-, 3.0 M (9.8 FT) SOUTH
 DP8713'OF THE EXTENDED CENTERLINE OF A DRIVEWAY -9731- AND LOCATED IN THE
 DP8713'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP8713'
 DP8713'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8713'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8713'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8713'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8713'WITH THE HIGHWAY PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4946 ***********************************************************************
 DQ4946  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4946  DESIGNATION -  ARGONNE N GPS
 DQ4946  PID         -  DQ4946
 DQ4946  STATE/COUNTY-  WI/FOREST
 DQ4946  COUNTRY     -  US
 DQ4946  USGS QUAD   -  ALVIN SE (2018)
 DQ4946
 DQ4946                         *CURRENT SURVEY CONTROL
 DQ4946  ______________________________________________________________________
 DQ4946* NAD 83(2011) POSITION- 45 50 54.94797(N) 088 52 20.48174(W)   ADJUSTED
 DQ4946* NAD 83(2011) ELLIP HT-   484.301 (meters)        (04/14/17)   ADJUSTED
 DQ4946* NAD 83(2011) EPOCH   -  2010.00
 DQ4946* NAVD 88 ORTHO HEIGHT -   516.92  (meters)     1695.9   (feet) GPS OBS
 DQ4946  ______________________________________________________________________
 DQ4946  GEOID HEIGHT    -        -32.615 (meters)                     GEOID18
 DQ4946  NAD 83(2011) X  -     87,589.949 (meters)                     COMP
 DQ4946  NAD 83(2011) Y  - -4,449,885.407 (meters)                     COMP
 DQ4946  NAD 83(2011) Z  -  4,553,889.018 (meters)                     COMP
 DQ4946  LAPLACE CORR    -         -7.61  (seconds)                    DEFLEC18
 DQ4946
 DQ4946  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4946  Standards:
 DQ4946         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4946            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4946  -------------------------------------------------------------------
 DQ4946  NETWORK    0.59   0.67           0.27   0.20   0.34      0.03359913
 DQ4946  -------------------------------------------------------------------
 DQ4946  Click here for local accuracies and other accuracy information.
 DQ4946
 DQ4946.The horizontal coordinates were established by GPS observations
 DQ4946.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4946
 DQ4946.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4946.been affixed to the stable North American tectonic plate. See 
 DQ4946.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4946
 DQ4946.The horizontal coordinates are valid at the epoch date displayed above
 DQ4946.which is a decimal equivalence of Year/Month/Day.
 DQ4946
 DQ4946.The orthometric height was determined by GPS observations and a
 DQ4946.high-resolution geoid model using precise GPS observation and
 DQ4946.processing techniques.
 DQ4946
 DQ4946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4946.GEOID18 height accuracy estimate available here.
 DQ4946
 DQ4946.Click photographs - Photos may exist for this station.
 DQ4946
 DQ4946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4946
 DQ4946.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4946
 DQ4946.The ellipsoidal height was determined by GPS observations
 DQ4946.and is referenced to NAD 83.
 DQ4946
 DQ4946. The following values were computed from the NAD 83(2011) position.
 DQ4946
 DQ4946;                    North         East     Units Scale Factor Converg.
 DQ4946;SPC WI N     -    76,413.881   687,582.587   MT  0.99996078   +0 48 48.4
 DQ4946;SPC WI N     -   250,701.21  2,255,843.87   sFT  0.99996078   +0 48 48.4
 DQ4946;UTM  16      - 5,078,930.377   354,624.943   MT  0.99985982   -1 20 37.2
 DQ4946
 DQ4946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4946!SPC WI N     -   0.99992408  x   0.99996078  =   0.99988486
 DQ4946!UTM  16      -   0.99992408  x   0.99985982  =   0.99978391
 DQ4946
 DQ4946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5462478930(NAD 83)
 DQ4946
 DQ4946                          SUPERSEDED SURVEY CONTROL
 DQ4946
 DQ4946.No superseded survey control is available for this station.
 DQ4946
 DQ4946_MARKER: DD = SURVEY DISK
 DQ4946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4946_STAMPING: ARGONNE N GPS 2012
 DQ4946_MARK LOGO: WIDT
 DQ4946_PROJECTION: FLUSH
 DQ4946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4946+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4946
 DQ4946  HISTORY     - Date     Condition        Report By
 DQ4946  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4946  HISTORY     - 20150201 GOOD             WIDT
 DQ4946
 DQ4946                          STATION DESCRIPTION
 DQ4946
 DQ4946'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4946'THE STATION IS APPROXIMATELY 13.3 MI (21.4 KM) WEST-SOUTHWEST OF
 DQ4946'TIPLER, 12.6 MI (20.3 KM) NORTH OF ARGONNE, AND 9.7 MI (15.6 KM)
 DQ4946'SOUTH-SOUTHWEST OF ALVIN.
 DQ4946'
 DQ4946'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DQ4946'HIGHWAY 55, ABOUT 1 MI (1.6 KM) SOUTH OF THE COMMUNITY OF ALVIN, GO
 DQ4946'SOUTH ON STATE HIGHWAY 55 FOR 7.5 MI (12.1 KM) PINE RIVER ROAD ON THE
 DQ4946'RIGHT, TURN RIGHT AND GO WEST ON PINE RIVER ROAD FOR 2.85 MI (4.6 KM)
 DQ4946'TO A DRIVEWAY ON THE RIGHT -8598-8606-8650-8660-, TURN RIGHT AND GO
 DQ4946'NORTH FOR 0.15 MI (0.2 KM) TO A GATED GRAVEL PIT ON THE LEFT AND THE
 DQ4946'STATION ON THE LEFT, WHICH IS ABOUT 200 FT (61.0 M) WEST OF THE GATE.
 DQ4946'
 DQ4946'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4946'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4946'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE SURROUNDING
 DQ4946'GRADE.  THE STATION IS 76.0 M (249.3 FT) WEST OF THE CENTER OF THE
 DQ4946'GRAVEL DRIVEWAY, 62.3 M (204.4 FT) WEST OF THE STEEL GATE AT THE
 DQ4946'GRAVEL PIT ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ4946'THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4946'
 DQ4946'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4946'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8709 ***********************************************************************
 DP8709  DESIGNATION -  ARGONNE S GPS
 DP8709  PID         -  DP8709
 DP8709  STATE/COUNTY-  WI/FOREST
 DP8709  COUNTRY     -  US
 DP8709  USGS QUAD   -  ARGONNE (2018)
 DP8709
 DP8709                         *CURRENT SURVEY CONTROL
 DP8709  ______________________________________________________________________
 DP8709* NAD 83(2011) POSITION- 45 38 14.47945(N) 088 52 54.17519(W)   ADJUSTED
 DP8709* NAD 83(2011) ELLIP HT-   457.308 (meters)        (04/14/17)   ADJUSTED
 DP8709* NAD 83(2011) EPOCH   -  2010.00
 DP8709* NAVD 88 ORTHO HEIGHT -   490.490 (meters)     1609.22  (feet) ADJUSTED
 DP8709  ______________________________________________________________________
 DP8709  GEOID HEIGHT    -        -33.173 (meters)                     GEOID18
 DP8709  NAD 83(2011) X  -     87,190.899 (meters)                     COMP
 DP8709  NAD 83(2011) Y  - -4,466,694.670 (meters)                     COMP
 DP8709  NAD 83(2011) Z  -  4,537,483.221 (meters)                     COMP
 DP8709  LAPLACE CORR    -         -5.54  (seconds)                    DEFLEC18
 DP8709  DYNAMIC HEIGHT  -        490.458 (meters)     1609.11  (feet) COMP
 DP8709  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 DP8709
 DP8709  VERT ORDER      -  SECOND    CLASS I
 DP8709
 DP8709  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8709  Standards:
 DP8709         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8709            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8709  -------------------------------------------------------------------
 DP8709  NETWORK    0.53   0.57           0.24   0.19   0.29      0.12003459
 DP8709  -------------------------------------------------------------------
 DP8709  Click here for local accuracies and other accuracy information.
 DP8709
 DP8709.The horizontal coordinates were established by GPS observations
 DP8709.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8709
 DP8709.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8709.been affixed to the stable North American tectonic plate. See 
 DP8709.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8709
 DP8709.The horizontal coordinates are valid at the epoch date displayed above
 DP8709.which is a decimal equivalence of Year/Month/Day.
 DP8709
 DP8709.The orthometric height was determined by differential leveling and
 DP8709.adjusted by the NATIONAL GEODETIC SURVEY
 DP8709.in February 2017.
 DP8709
 DP8709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8709.GEOID18 height accuracy estimate available here.
 DP8709
 DP8709.Click photographs - Photos may exist for this station.
 DP8709
 DP8709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8709
 DP8709.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8709
 DP8709.The ellipsoidal height was determined by GPS observations
 DP8709.and is referenced to NAD 83.
 DP8709
 DP8709.The dynamic height is computed by dividing the NAVD 88
 DP8709.geopotential number by the normal gravity value computed on the
 DP8709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8709.degrees latitude (g = 980.6199 gals.).
 DP8709
 DP8709.The modeled gravity was interpolated from observed gravity values.
 DP8709
 DP8709. The following values were computed from the NAD 83(2011) position.
 DP8709
 DP8709;                    North         East     Units Scale Factor Converg.
 DP8709;SPC WI N     -    52,927.876   687,186.261   MT  0.99998792   +0 48 24.1
 DP8709;SPC WI N     -   173,647.54  2,254,543.59   sFT  0.99998792   +0 48 24.1
 DP8709;UTM  16      - 5,055,478.484   353,346.031   MT  0.99986442   -1 20 43.9
 DP8709
 DP8709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8709!SPC WI N     -   0.99992831  x   0.99998792  =   0.99991623
 DP8709!UTM  16      -   0.99992831  x   0.99986442  =   0.99979274
 DP8709
 DP8709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5334655478(NAD 83)
 DP8709
 DP8709                          SUPERSEDED SURVEY CONTROL
 DP8709
 DP8709.No superseded survey control is available for this station.
 DP8709
 DP8709_MARKER: DD = SURVEY DISK
 DP8709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8709_STAMPING: ARGONNE S GPS 2012
 DP8709_MARK LOGO: WIDT
 DP8709_PROJECTION: FLUSH
 DP8709_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8709+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DP8709
 DP8709  HISTORY     - Date     Condition        Report By
 DP8709  HISTORY     - 2012     MONUMENTED       WIDT
 DP8709  HISTORY     - 20140717 GOOD             WIDT
 DP8709
 DP8709                          STATION DESCRIPTION
 DP8709
 DP8709'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8709'THE STATION IS APPROXIMATELY 17.5 MI (28.2 KM) SOUTHEAST OF THREE
 DP8709'LAKES, 4.6 MI (7.4 KM) NORTH-NORTHEAST OF CRANDON AND 1.5 MI (2.4 KM)
 DP8709'SOUTH-SOUTHWEST OF ARGONNE.
 DP8709'
 DP8709'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND STATE
 DP8709'HIGHWAY 55 WITH COUNTY HIGHWAY G IN THE COMMUNITY OF ARGONNE, GO SOUTH
 DP8709'ON STATE HIGHWAY 32 AND STATE HIGHWAY 55 FOR 1.4 MI (2.3 KM) TO COUNTY
 DP8709'HIGHWAY P ON THE LEFT.  TURN AND GO EAST ON COUNTY HIGHWAY P FOR 0.05
 DP8709'MI (0.1 KM) TO THE STATION ON THE LEFT.
 DP8709'
 DP8709'THE STATION IS 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8709'HIGHWAY P, 100 M (328.1 FT) EAST OF STATE HIGHWAY 32 AND STATE HIGHWAY
 DP8709'55, 68 M (223.1 FT) EAST OF THE EXTENDED CENTER OF MCKEAGUE ROAD, 37.0
 DP8709'M (121.4 FT) NORTHEAST OF A POWER POLE -3613 4W5-, 1.2 M (3.9 FT)
 DP8709'SOUTH OF A FENCE LINE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DP8709'BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP8709'
 DP8709'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8709'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8709'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8709'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8709'0.6 M (2.0 FT) LOWER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5219 ***********************************************************************
 DH5219  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5219  DESIGNATION -  ARGYLE GPS
 DH5219  PID         -  DH5219
 DH5219  STATE/COUNTY-  WI/LAFAYETTE
 DH5219  COUNTRY     -  US
 DH5219  USGS QUAD   -  WIOTA (2018)
 DH5219
 DH5219                         *CURRENT SURVEY CONTROL
 DH5219  ______________________________________________________________________
 DH5219* NAD 83(2011) POSITION- 42 42 09.98455(N) 089 56 11.15668(W)   ADJUSTED
 DH5219* NAD 83(2011) ELLIP HT-   267.888 (meters)        (06/27/12)   ADJUSTED
 DH5219* NAD 83(2011) EPOCH   -  2010.00
 DH5219* NAVD 88 ORTHO HEIGHT -   301.46  (meters)      989.0   (feet) GPS OBS
 DH5219  ______________________________________________________________________
 DH5219  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5219  GEOID HEIGHT    -        -33.573 (meters)                     GEOID12A
 DH5219  GEOID HEIGHT    -        -33.577 (meters)                     GEOID18
 DH5219  NAD 83(2011) X  -      5,208.494 (meters)                     COMP
 DH5219  NAD 83(2011) Y  - -4,694,603.349 (meters)                     COMP
 DH5219  NAD 83(2011) Z  -  4,303,476.684 (meters)                     COMP
 DH5219  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 DH5219
 DH5219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5219  Standards:
 DH5219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5219  -------------------------------------------------------------------
 DH5219  NETWORK    0.22   0.35           0.10   0.08   0.18      0.05360421
 DH5219  -------------------------------------------------------------------
 DH5219  Click here for local accuracies and other accuracy information.
 DH5219
 DH5219.The horizontal coordinates were established by GPS observations
 DH5219.and adjusted by the National Geodetic Survey in June 2012.
 DH5219
 DH5219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5219.been affixed to the stable North American tectonic plate. See 
 DH5219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5219
 DH5219.The horizontal coordinates are valid at the epoch date displayed above
 DH5219.which is a decimal equivalence of Year/Month/Day.
 DH5219
 DH5219.The orthometric height was determined by GPS observations and a
 DH5219.high-resolution geoid model using precise GPS observation and
 DH5219.processing techniques.
 DH5219
 DH5219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5219.GEOID18 height accuracy estimate available here.
 DH5219
 DH5219.Click photographs - Photos may exist for this station.
 DH5219
 DH5219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5219
 DH5219.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5219
 DH5219.The ellipsoidal height was determined by GPS observations
 DH5219.and is referenced to NAD 83.
 DH5219
 DH5219. The following values were computed from the NAD 83(2011) position.
 DH5219
 DH5219;                    North         East     Units Scale Factor Converg.
 DH5219;SPC WI S     -    78,074.341   605,208.309   MT  1.00000630   +0 02 37.2
 DH5219;SPC WI S     -   256,148.90  1,985,587.59   sFT  1.00000630   +0 02 37.2
 DH5219;UTM  16      - 4,731,990.746   259,497.212   MT  1.00031168   -1 59 32.7
 DH5219;UTM  15      - 4,732,360.874   750,916.337   MT  1.00037465   +2 04 43.6
 DH5219
 DH5219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5219!SPC WI S     -   0.99995799  x   1.00000630  =   0.99996429
 DH5219!UTM  16      -   0.99995799  x   1.00031168  =   1.00026966
 DH5219!UTM  15      -   0.99995799  x   1.00037465  =   1.00033262
 DH5219
 DH5219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN5949731990(NAD 83)
 DH5219
 DH5219                          SUPERSEDED SURVEY CONTROL
 DH5219
 DH5219  NAD 83(2007)-  42 42 09.98462(N)    089 56 11.15762(W) AD(2002.00) 0
 DH5219  ELLIP H (02/10/07)  267.915  (m)                       GP(2002.00)    
 DH5219  NAD 83(1997)-  42 42 09.98442(N)    089 56 11.15787(W) AD(       ) 1
 DH5219  ELLIP H (08/01/05)  267.920  (m)                       GP(       ) 2 1
 DH5219  NAVD 88 (07/26/07)  301.45   (m)  GEOID03  model used  GPS OBS        
 DH5219
 DH5219.Superseded values are not recommended for survey control.
 DH5219
 DH5219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5219.See file dsdata.pdf to determine how the superseded data were derived.
 DH5219
 DH5219_MARKER: DD = SURVEY DISK
 DH5219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5219_STAMPING: ARGYLE GPS 2004
 DH5219_MARK LOGO: WIDT
 DH5219_PROJECTION: FLUSH
 DH5219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5219+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2007
 DH5219
 DH5219  HISTORY     - Date     Condition        Report By
 DH5219  HISTORY     - 2003     MONUMENTED       WIDT
 DH5219  HISTORY     - 20070924 GOOD             WIDT
 DH5219
 DH5219                          STATION DESCRIPTION
 DH5219
 DH5219'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5219'OWNERSHIP--TOWN OF ARGYLE.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5219'STATE HIGHWAY  78 WITH STATE HIGHWAY 81 AT THE INTERSECTION OF CENTER
 DH5219'STREET WITH MILWAUKEE STREET IN  THE VILLAGE OF ARGYLE, GO WESTERLEY
 DH5219'ON STATE HIGHWAY 81 (MILWAUKEE STREET) FOR 3.6 MI TO  APPLE GROVE
 DH5219'CHURCH ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON APPLE GROVE CHURCH
 DH5219'ROAD FOR 0.9 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5219'WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5219'STATION DISK SET IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT
 DH5219'0.5 M ABOVE THE ROAD PAVEMENT.  THE STATION IS 9.3 M  WEST OF THE
 DH5219'CENTERLINE OF APPLE GROVE CHURCH ROAD, 0.1 MI SOUTH OF THE ENTRANCE OF
 DH5219'THE  APPLE GROVE LUTHERAN CHURCH, 23.6 M SOUTH-SOUTHWEST OF A POWER
 DH5219'POLE, 3 M EAST OF A  CULTIVATED FIELD, 1.0 M EAST OF AN ORANGE 4X4
 DH5219'PLASTIC WITNESS POST, 1.0 M SOUTHWEST OF AN  ORANGE 4X4 PLASTIC
 DH5219'WITNESS POST, 0,9 M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5219'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5219'THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5219
 DH5219                          STATION RECOVERY (2007)
 DH5219
 DH5219'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5220 ***********************************************************************
 DH5220  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5220  DESIGNATION -  ARGYLE N GPS
 DH5220  PID         -  DH5220
 DH5220  STATE/COUNTY-  WI/LAFAYETTE
 DH5220  COUNTRY     -  US
 DH5220  USGS QUAD   -  WIOTA (2018)
 DH5220
 DH5220                         *CURRENT SURVEY CONTROL
 DH5220  ______________________________________________________________________
 DH5220* NAD 83(2011) POSITION- 42 44 49.62606(N) 089 55 07.47141(W)   ADJUSTED
 DH5220* NAD 83(2011) ELLIP HT-   215.491 (meters)        (06/27/12)   ADJUSTED
 DH5220* NAD 83(2011) EPOCH   -  2010.00
 DH5220* NAVD 88 ORTHO HEIGHT -   249.15  (meters)      817.4   (feet) GPS OBS
 DH5220  ______________________________________________________________________
 DH5220  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5220  GEOID HEIGHT    -        -33.662 (meters)                     GEOID12A
 DH5220  GEOID HEIGHT    -        -33.663 (meters)                     GEOID18
 DH5220  NAD 83(2011) X  -      6,653.181 (meters)                     COMP
 DH5220  NAD 83(2011) Y  - -4,691,220.607 (meters)                     COMP
 DH5220  NAD 83(2011) Z  -  4,307,060.119 (meters)                     COMP
 DH5220  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 DH5220
 DH5220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5220  Standards:
 DH5220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5220  -------------------------------------------------------------------
 DH5220  NETWORK    0.26   0.39           0.12   0.09   0.20      0.08432105
 DH5220  -------------------------------------------------------------------
 DH5220  Click here for local accuracies and other accuracy information.
 DH5220
 DH5220.The horizontal coordinates were established by GPS observations
 DH5220.and adjusted by the National Geodetic Survey in June 2012.
 DH5220
 DH5220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5220.been affixed to the stable North American tectonic plate. See 
 DH5220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5220
 DH5220.The horizontal coordinates are valid at the epoch date displayed above
 DH5220.which is a decimal equivalence of Year/Month/Day.
 DH5220
 DH5220.The orthometric height was determined by GPS observations and a
 DH5220.high-resolution geoid model using precise GPS observation and
 DH5220.processing techniques.
 DH5220
 DH5220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5220.GEOID18 height accuracy estimate available here.
 DH5220
 DH5220.Click photographs - Photos may exist for this station.
 DH5220
 DH5220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5220
 DH5220.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5220
 DH5220.The ellipsoidal height was determined by GPS observations
 DH5220.and is referenced to NAD 83.
 DH5220
 DH5220. The following values were computed from the NAD 83(2011) position.
 DH5220
 DH5220;                    North         East     Units Scale Factor Converg.
 DH5220;SPC WI S     -    83,001.761   606,652.939   MT  0.99999725   +0 03 21.0
 DH5220;SPC WI S     -   272,314.94  1,990,327.18   sFT  0.99999725   +0 03 21.0
 DH5220;UTM  16      - 4,736,865.190   261,116.568   MT  1.00030212   -1 58 55.5
 DH5220;UTM  15      - 4,737,338.380   752,185.483   MT  1.00038250   +2 05 33.2
 DH5220
 DH5220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5220!SPC WI S     -   0.99996621  x   0.99999725  =   0.99996346
 DH5220!UTM  16      -   0.99996621  x   1.00030212  =   1.00026832
 DH5220!UTM  15      -   0.99996621  x   1.00038250  =   1.00034869
 DH5220
 DH5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6111636865(NAD 83)
 DH5220
 DH5220                          SUPERSEDED SURVEY CONTROL
 DH5220
 DH5220  NAD 83(2007)-  42 44 49.62611(N)    089 55 07.47234(W) AD(2002.00) 0
 DH5220  ELLIP H (02/10/07)  215.521  (m)                       GP(2002.00)    
 DH5220  NAD 83(1997)-  42 44 49.62593(N)    089 55 07.47260(W) AD(       ) 1
 DH5220  ELLIP H (08/01/05)  215.526  (m)                       GP(       ) 2 1
 DH5220  NAVD 88 (07/26/07)  249.13   (m)  GEOID03  model used  GPS OBS        
 DH5220
 DH5220.Superseded values are not recommended for survey control.
 DH5220
 DH5220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5220.See file dsdata.pdf to determine how the superseded data were derived.
 DH5220
 DH5220_MARKER: DD = SURVEY DISK
 DH5220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5220_STAMPING: ARGYLE N GPS 2004
 DH5220_MARK LOGO: WIDT
 DH5220_PROJECTION: FLUSH
 DH5220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5220+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2007
 DH5220
 DH5220  HISTORY     - Date     Condition        Report By
 DH5220  HISTORY     - 2003     MONUMENTED       WIDT
 DH5220  HISTORY     - 20070924 GOOD             WIDT
 DH5220
 DH5220                          STATION DESCRIPTION
 DH5220
 DH5220'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5220'OWNERSHIP--LAFAYETTE COUNTY.  TO REACH THE STATION FROM THE WEST
 DH5220'JUNCTION OF STATE  HIGHWAY 78 WITH STATE HIGHWAY 81 AT THE
 DH5220'INTERSECTION OF CENTER STREET WITH MILWAUKEE  STREET IN THE VILLAGE OF
 DH5220'ARGYLE, GO EAST ON STATE HIGHWAY 81 (MILWAUKEE STREET) FOR 0.5  MI TO
 DH5220'COUNTY HIGHWAY G AND COUNTY HIGHWAY N ON THE RIGHT, TURN RIGHT AND GO
 DH5220'NORTHWEST ON COUNTY HIGHWAY G AND COUNTY HIGHWAY N FOR 0.6 MI TO
 DH5220'COUNTY HIGHWAY N  ON THE RIGHT, TURN RIGHT AND GO NORTH ON COUNTY
 DH5220'HIGHWAY N FOR 3.0 MI TO GUNDERSON  ROAD ON THE RIGHT, CONTINUE NORTH
 DH5220'ON COUNTY HIGHWAY N FOR 0.45 MI TO THE STATION ON  THE RIGHT.  THE
 DH5220'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5220'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5220'CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5220'6.6 M EAST OF THE CENTERLINE OF COUNTY  HIGHWAY N, 34.4 M SOUTHEAST OF
 DH5220'A POWER POLE, 2 M WEST OF A CULTIVATED FIELD, 1.0 M  SOUTH-SOUTHEAST
 DH5220'OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M NORTH-NORTHEAST OF AN
 DH5220'ORANGE 4X4 PLASTIC WITNESS POST AND 0.9 M WEST OF AN ORANGE 4X4
 DH5220'PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH5220'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5220
 DH5220                          STATION RECOVERY (2007)
 DH5220
 DH5220'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5220'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 63.0 M
 DH5220'NORTH-NORTHEAST OF A --LEFT CURVE AHEAD 35 MPH-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7261 ***********************************************************************
 DN7261  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7261  DESIGNATION -  ARLAND N GPS
 DN7261  PID         -  DN7261
 DN7261  STATE/COUNTY-  WI/BARRON
 DN7261  COUNTRY     -  US
 DN7261  USGS QUAD   -  DORRITY CREEK (2018)
 DN7261
 DN7261                         *CURRENT SURVEY CONTROL
 DN7261  ______________________________________________________________________
 DN7261* NAD 83(2011) POSITION- 45 22 01.03977(N) 091 55 38.47578(W)   ADJUSTED
 DN7261* NAD 83(2011) ELLIP HT-   356.224 (meters)        (04/15/13)   ADJUSTED
 DN7261* NAD 83(2011) EPOCH   -  2010.00
 DN7261* NAVD 88 ORTHO HEIGHT -   386.60  (meters)     1268.4   (feet) GPS OBS
 DN7261  ______________________________________________________________________
 DN7261  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7261  GEOID HEIGHT    -        -30.369 (meters)                     GEOID12A
 DN7261  GEOID HEIGHT    -        -30.367 (meters)                     GEOID18
 DN7261  NAD 83(2011) X  -   -150,972.596 (meters)                     COMP
 DN7261  NAD 83(2011) Y  - -4,486,372.463 (meters)                     COMP
 DN7261  NAD 83(2011) Z  -  4,516,346.402 (meters)                     COMP
 DN7261  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 DN7261
 DN7261  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7261  Standards:
 DN7261         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7261            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7261  -------------------------------------------------------------------
 DN7261  NETWORK    0.53   1.02           0.24   0.19   0.52      0.11938732
 DN7261  -------------------------------------------------------------------
 DN7261  Click here for local accuracies and other accuracy information.
 DN7261
 DN7261.The horizontal coordinates were established by GPS observations
 DN7261.and adjusted by the National Geodetic Survey in April 2013.
 DN7261
 DN7261.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7261.been affixed to the stable North American tectonic plate. See 
 DN7261.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7261
 DN7261.The horizontal coordinates are valid at the epoch date displayed above
 DN7261.which is a decimal equivalence of Year/Month/Day.
 DN7261
 DN7261.The orthometric height was determined by GPS observations and a
 DN7261.high-resolution geoid model using precise GPS observation and
 DN7261.processing techniques.
 DN7261
 DN7261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7261.GEOID18 height accuracy estimate available here.
 DN7261
 DN7261.Click photographs - Photos may exist for this station.
 DN7261
 DN7261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7261
 DN7261.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7261
 DN7261.The ellipsoidal height was determined by GPS observations
 DN7261.and is referenced to NAD 83.
 DN7261
 DN7261. The following values were computed from the NAD 83(2011) position.
 DN7261
 DN7261;                    North         East     Units Scale Factor Converg.
 DN7261;SPC WI C     -   172,210.839   449,024.938   MT  0.99997738   -1 21 35.6
 DN7261;SPC WI C     -   564,995.06  1,473,175.98   sFT  0.99997738   -1 21 35.6
 DN7261;UTM  15      - 5,024,275.389   583,999.455   MT  0.99968675   +0 45 48.1
 DN7261
 DN7261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7261!SPC WI C     -   0.99994415  x   0.99997738  =   0.99992154
 DN7261!UTM  15      -   0.99994415  x   0.99968675  =   0.99963092
 DN7261
 DN7261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8399924275(NAD 83)
 DN7261
 DN7261                          SUPERSEDED SURVEY CONTROL
 DN7261
 DN7261  NAD 83(2007)-  45 22 01.03976(N)    091 55 38.47636(W) AD(2002.00) 1
 DN7261  ELLIP H (04/06/12)  356.256  (m)                       GP(2002.00) 1 1
 DN7261
 DN7261.Superseded values are not recommended for survey control.
 DN7261
 DN7261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7261.See file dsdata.pdf to determine how the superseded data were derived.
 DN7261
 DN7261_MARKER: DD = SURVEY DISK
 DN7261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7261_STAMPING: ARLAND N GPS 2006
 DN7261_MARK LOGO: WIDT
 DN7261_PROJECTION: FLUSH
 DN7261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7261+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 DN7261
 DN7261  HISTORY     - Date     Condition        Report By
 DN7261  HISTORY     - 2005     MONUMENTED       WIDT
 DN7261  HISTORY     - 20071024 GOOD             WIDT
 DN7261
 DN7261                          STATION DESCRIPTION
 DN7261
 DN7261'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7261'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (DIVISION
 DN7261'STREET) WITH STATE HIGHWAY 25 SOUTH (SOUTH MILLING STREET) IN THE CITY
 DN7261'OF BARRON, GO WEST ON US HIGHWAY 8 (WEST DIVISION STREET) FOR 2.5 MI
 DN7261'(4.0 KM) TO 12TH STREET AND COUNTY HIGHWAY TT LEFT.  TURN LEFT AND GO
 DN7261'SOUTH ON COUNTY HIGHWAY TT FOR 1.5 MI (2.4 KM) TO 12TH AVENUE.  TURN
 DN7261'RIGHT AND GO WEST ON 12TH AVENUE FOR 0.2 MI (0.3 KM) TO 11 3/4 STREET
 DN7261'LEFT.  TURN LEFT AND GO SOUTHWEST ON 11 - 11 3/4 STREET FOR 1.0 MI
 DN7261'(1.6 KM) TO THE STATION ON THE RIGHT.
 DN7261'
 DN7261'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7261'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7261'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DN7261'0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.  THE STATION IS 10.1 M
 DN7261'(33.1 FT) NORTHWEST OF THE CENTERLINE OF 11 - 11 3/4 STREET, 72.5 M
 DN7261'(237.9 FT) NORTHWEST OF THE CENTERLINE OF A FIELD ENTRANCE AT THE
 DN7261'CURVE IN THE ROAD, APPROXIMATELY 0.5 M (1.6 FT) SOUTHEAST OF A
 DN7261'CULTIVATED FIELD AND 1.0 M (3.3 FT) SOUTH, NORTHWEST AND NORTHEAST OF
 DN7261'AN ORANGE 4X4 PLASTIC GUARD POST.
 DN7261'
 DN7261'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7261'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7262 ***********************************************************************
 DN7262  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7262  DESIGNATION -  ARLAND W GPS
 DN7262  PID         -  DN7262
 DN7262  STATE/COUNTY-  WI/BARRON
 DN7262  COUNTRY     -  US
 DN7262  USGS QUAD   -  ARLAND (2018)
 DN7262
 DN7262                         *CURRENT SURVEY CONTROL
 DN7262  ______________________________________________________________________
 DN7262* NAD 83(2011) POSITION- 45 21 15.90698(N) 092 00 45.93629(W)   ADJUSTED
 DN7262* NAD 83(2011) ELLIP HT-   345.530 (meters)        (04/15/13)   ADJUSTED
 DN7262* NAD 83(2011) EPOCH   -  2010.00
 DN7262* NAVD 88 ORTHO HEIGHT -   375.84  (meters)     1233.1   (feet) GPS OBS
 DN7262  ______________________________________________________________________
 DN7262  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7262  GEOID HEIGHT    -        -30.310 (meters)                     GEOID12A
 DN7262  GEOID HEIGHT    -        -30.311 (meters)                     GEOID18
 DN7262  NAD 83(2011) X  -   -157,694.419 (meters)                     COMP
 DN7262  NAD 83(2011) Y  - -4,487,125.790 (meters)                     COMP
 DN7262  NAD 83(2011) Z  -  4,515,359.724 (meters)                     COMP
 DN7262  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 DN7262
 DN7262  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7262  Standards:
 DN7262         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7262            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7262  -------------------------------------------------------------------
 DN7262  NETWORK    0.42   0.76           0.19   0.15   0.39      0.11474245
 DN7262  -------------------------------------------------------------------
 DN7262  Click here for local accuracies and other accuracy information.
 DN7262
 DN7262.The horizontal coordinates were established by GPS observations
 DN7262.and adjusted by the National Geodetic Survey in April 2013.
 DN7262
 DN7262.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7262.been affixed to the stable North American tectonic plate. See 
 DN7262.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7262
 DN7262.The horizontal coordinates are valid at the epoch date displayed above
 DN7262.which is a decimal equivalence of Year/Month/Day.
 DN7262
 DN7262.The orthometric height was determined by GPS observations and a
 DN7262.high-resolution geoid model using precise GPS observation and
 DN7262.processing techniques.
 DN7262
 DN7262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7262.GEOID18 height accuracy estimate available here.
 DN7262
 DN7262.Click photographs - Photos may exist for this station.
 DN7262
 DN7262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7262
 DN7262.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7262
 DN7262.The ellipsoidal height was determined by GPS observations
 DN7262.and is referenced to NAD 83.
 DN7262
 DN7262. The following values were computed from the NAD 83(2011) position.
 DN7262
 DN7262;                    North         East     Units Scale Factor Converg.
 DN7262;SPC WI C     -   170,980.269   442,301.681   MT  0.99997552   -1 25 12.6
 DN7262;SPC WI C     -   560,957.77  1,451,118.10   sFT  0.99997552   -1 25 12.6
 DN7262;UTM  15      - 5,022,797.049   577,328.374   MT  0.99967352   +0 42 08.7
 DN7262
 DN7262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7262!SPC WI C     -   0.99994583  x   0.99997552  =   0.99992135
 DN7262!UTM  15      -   0.99994583  x   0.99967352  =   0.99961937
 DN7262
 DN7262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7732822797(NAD 83)
 DN7262
 DN7262                          SUPERSEDED SURVEY CONTROL
 DN7262
 DN7262  NAD 83(2007)-  45 21 15.90692(N)    092 00 45.93677(W) AD(2002.00) 1
 DN7262  ELLIP H (04/06/12)  345.563  (m)                       GP(2002.00) 1 1
 DN7262
 DN7262.Superseded values are not recommended for survey control.
 DN7262
 DN7262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7262.See file dsdata.pdf to determine how the superseded data were derived.
 DN7262
 DN7262_MARKER: DD = SURVEY DISK
 DN7262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7262_STAMPING: ARLAND W GPS 2006
 DN7262_MARK LOGO: WIDT
 DN7262_PROJECTION: FLUSH
 DN7262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7262+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2007
 DN7262
 DN7262  HISTORY     - Date     Condition        Report By
 DN7262  HISTORY     - 2005     MONUMENTED       WIDT
 DN7262  HISTORY     - 20071030 GOOD             WIDT
 DN7262
 DN7262                          STATION DESCRIPTION
 DN7262
 DN7262'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7262'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DN7262'HIGHWAY P (CLINTON STREET) ON THE SOUTH SIDE OF THE VILLAGE OF ALMENA,
 DN7262'GO SOUTH ON COUNTY HIGHWAY P FOR 3.4 MI (5.5 KM) TO 10 1/2 AVENUE.
 DN7262'TURN LEFT AND GO EAST ON 10 1/2 AVENUE FOR 1.0 MI (1.6 KM) TO SEVENTH
 DN7262'STREET.  TURN RIGHT AND GO SOUTH ON SEVENTH STREET FOR 0.3 MI (0.5 KM)
 DN7262'TO THE STATION ON THE LEFT.
 DN7262'
 DN7262'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7262'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7262'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DN7262'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.6 M (28.2 FT) EAST OF
 DN7262'THE CENTERLINE OF SEVENTH STREET, APPROXIMATELY 82.0 M (269.0 FT)
 DN7262'NORTH OF TELEPHONE PEDESTAL NUMBER -8-24A-, 45.2 M (148.3 FT) SOUTH OF
 DN7262'THE CENTERLINE OF A FIELD ENTRANCE, 31.6 M (103.7 FT) NORTHEAST OF A
 DN7262'-SCHOOL BUS STOP- AHEAD SIGN POST, 30.4 M (99.7 FT) NORTHEAST OF POWER
 DN7262'POLE NUMBER -8423HH8-, APPROXIMATELY 1.5 M (4.9 FT) WEST OF A
 DN7262'CULTIVATED FIELD AND 1.0 M (3.3 FT) EAST, SOUTHWEST AND NORTHWEST OF
 DN7262'AN ORANGE 4X4 PLASTIC GUARD POST.
 DN7262'
 DN7262'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7262'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5581 ***********************************************************************
 DH5581  DESIGNATION -  ARLINGTON E GPS
 DH5581  PID         -  DH5581
 DH5581  STATE/COUNTY-  WI/COLUMBIA
 DH5581  COUNTRY     -  US
 DH5581  USGS QUAD   -  ARLINGTON (2018)
 DH5581
 DH5581                         *CURRENT SURVEY CONTROL
 DH5581  ______________________________________________________________________
 DH5581* NAD 83(2011) POSITION- 43 21 08.36604(N) 089 23 36.19228(W)   ADJUSTED
 DH5581* NAD 83(2011) ELLIP HT-   304.453 (meters)        (06/27/12)   ADJUSTED
 DH5581* NAD 83(2011) EPOCH   -  2010.00
 DH5581* NAVD 88 ORTHO HEIGHT -   339.444 (meters)     1113.66  (feet) ADJUSTED
 DH5581  ______________________________________________________________________
 DH5581  GEOID HEIGHT    -        -34.988 (meters)                     GEOID18
 DH5581  NAD 83(2011) X  -     49,181.700 (meters)                     COMP
 DH5581  NAD 83(2011) Y  - -4,645,131.821 (meters)                     COMP
 DH5581  NAD 83(2011) Z  -  4,356,255.031 (meters)                     COMP
 DH5581  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 DH5581  DYNAMIC HEIGHT  -        339.358 (meters)     1113.38  (feet) COMP
 DH5581  MODELED GRAVITY -    980,356.8   (mgal)                       NAVD 88
 DH5581
 DH5581  VERT ORDER      -  SECOND    CLASS I
 DH5581
 DH5581  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5581  Standards:
 DH5581         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5581            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5581  -------------------------------------------------------------------
 DH5581  NETWORK    0.23   0.37           0.10   0.09   0.19      0.03624966
 DH5581  -------------------------------------------------------------------
 DH5581  Click here for local accuracies and other accuracy information.
 DH5581
 DH5581.The horizontal coordinates were established by GPS observations
 DH5581.and adjusted by the National Geodetic Survey in June 2012.
 DH5581
 DH5581.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5581.been affixed to the stable North American tectonic plate. See 
 DH5581.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5581
 DH5581.The horizontal coordinates are valid at the epoch date displayed above
 DH5581.which is a decimal equivalence of Year/Month/Day.
 DH5581
 DH5581.The orthometric height was determined by differential leveling and
 DH5581.adjusted by the WI DEPT OF TRANSP
 DH5581.in May 2012.
 DH5581
 DH5581.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5581.GEOID18 height accuracy estimate available here.
 DH5581
 DH5581.Click photographs - Photos may exist for this station.
 DH5581
 DH5581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5581
 DH5581.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5581
 DH5581.The ellipsoidal height was determined by GPS observations
 DH5581.and is referenced to NAD 83.
 DH5581
 DH5581.The dynamic height is computed by dividing the NAVD 88
 DH5581.geopotential number by the normal gravity value computed on the
 DH5581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5581.degrees latitude (g = 980.6199 gals.).
 DH5581
 DH5581.The modeled gravity was interpolated from observed gravity values.
 DH5581
 DH5581. The following values were computed from the NAD 83(2011) position.
 DH5581
 DH5581;                    North         East     Units Scale Factor Converg.
 DH5581;SPC WI S     -   150,408.951   649,176.542   MT  0.99993291   +0 25 00.5
 DH5581;SPC WI S     -   493,466.70  2,129,840.04   sFT  0.99993291   +0 25 00.5
 DH5581;UTM  16      - 4,802,722.905   306,033.982   MT  1.00006282   -1 38 36.7
 DH5581
 DH5581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5581!SPC WI S     -   0.99995226  x   0.99993291  =   0.99988517
 DH5581!UTM  16      -   0.99995226  x   1.00006282  =   1.00001508
 DH5581
 DH5581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0603302722(NAD 83)
 DH5581
 DH5581                          SUPERSEDED SURVEY CONTROL
 DH5581
 DH5581  NAD 83(2007)-  43 21 08.36607(N)    089 23 36.19314(W) AD(2002.00) 0
 DH5581  ELLIP H (02/10/07)  304.487  (m)                       GP(2002.00)    
 DH5581  NAD 83(1997)-  43 21 08.36591(N)    089 23 36.19350(W) AD(       ) 1
 DH5581  ELLIP H (08/01/05)  304.489  (m)                       GP(       ) 2 1
 DH5581  NAVD 88             339.42   (m)         1113.6    (f) LEVELING    3  
 DH5581  NAVD 88 (04/20/07)  339.423  (m)         1113.59   (f) SUPERSEDED  2 1
 DH5581
 DH5581.Superseded values are not recommended for survey control.
 DH5581
 DH5581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5581.See file dsdata.pdf to determine how the superseded data were derived.
 DH5581
 DH5581_MARKER: DD = SURVEY DISK
 DH5581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5581_STAMPING: ARLINGTON E GPS 1994
 DH5581_MARK LOGO: WIDT
 DH5581_PROJECTION: PROJECTING 10 CENTIMETERS
 DH5581_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5581+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 DH5581
 DH5581  HISTORY     - Date     Condition        Report By
 DH5581  HISTORY     - 1994     MONUMENTED       WI-021
 DH5581  HISTORY     - 20030813 GOOD             WIDT
 DH5581  HISTORY     - 20051228 GOOD             WIDT
 DH5581  HISTORY     - 20080505 GOOD             WIDT
 DH5581
 DH5581                          STATION DESCRIPTION
 DH5581
 DH5581'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5581'OWNERSHIP--TOWN OF ARLINGTON.  TO REACH THE STATION FROM THE JUNCTION
 DH5581'OF US HIGHWAY  51 WITH STATE HIGHWAY 60 WEST ABOUT 4 MI SOUTHEAST OF
 DH5581'THE VILLAGE OF POYNETTE, GO  NORTHWEST ON US HIGHWAY 51 FOR 1.1 MI TO
 DH5581'RICHARDS ROAD ON THE LEFT, TURN LEFT AND GO  WEST ON RICHARDS ROAD FOR
 DH5581'0.7 MI TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE
 DH5581'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARKER DISK
 DH5581'SET IN  THE TOP  OF A 45-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH5581'THE ROAD PAVEMENT.  THE STATION IS  8.8 M NORTH  OF THE CENTERLINE OF
 DH5581'RICHARDS ROAD, 0.4 MI EAST OF WIBU ROAD, 10 M WEST OF A FIELD
 DH5581'ENTRANCE, 4 M SOUTH OF A CULTIVATED FIELD, 1.2 M SOUTH OF A WHITE
 DH5581'PLASTIC WITNESS  POST AND 1.0 M NORTH, SOUTHEAST, SOUTHWEST OF THREE
 DH5581'ORANGE 4X4 PLASTIC WITNESS POSTS.   ---NOTE---THIS STATION HAS NO
 DH5581'VISIBLE OBSTRUCTIONS EXTENDING HIGHER  THAN 10 DEGREES ABOVE THE
 DH5581'HORIZON.
 DH5581
 DH5581                          STATION RECOVERY (2005)
 DH5581
 DH5581'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5581'RECOVERED AS DESCRIBED.
 DH5581
 DH5581                          STATION RECOVERY (2008)
 DH5581
 DH5581'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5583 ***********************************************************************
 DH5583  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5583  DESIGNATION -  ARLINGTON S GPS
 DH5583  PID         -  DH5583
 DH5583  STATE/COUNTY-  WI/COLUMBIA
 DH5583  COUNTRY     -  US
 DH5583  USGS QUAD   -  ARLINGTON (2018)
 DH5583
 DH5583                         *CURRENT SURVEY CONTROL
 DH5583  ______________________________________________________________________
 DH5583* NAD 83(2011) POSITION- 43 18 23.54119(N) 089 27 44.79681(W)   ADJUSTED
 DH5583* NAD 83(2011) ELLIP HT-   275.848 (meters)        (06/27/12)   ADJUSTED
 DH5583* NAD 83(2011) EPOCH   -  2010.00
 DH5583* NAVD 88 ORTHO HEIGHT -   310.69  (meters)     1019.3   (feet) GPS OBS
 DH5583  ______________________________________________________________________
 DH5583  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5583  GEOID HEIGHT    -        -34.835 (meters)                     GEOID12A
 DH5583  GEOID HEIGHT    -        -34.834 (meters)                     GEOID18
 DH5583  NAD 83(2011) X  -     43,615.586 (meters)                     COMP
 DH5583  NAD 83(2011) Y  - -4,648,657.334 (meters)                     COMP
 DH5583  NAD 83(2011) Z  -  4,352,535.108 (meters)                     COMP
 DH5583  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 DH5583
 DH5583  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5583  Standards:
 DH5583         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5583            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5583  -------------------------------------------------------------------
 DH5583  NETWORK    0.23   0.33           0.10   0.09   0.17      0.12987842
 DH5583  -------------------------------------------------------------------
 DH5583  Click here for local accuracies and other accuracy information.
 DH5583
 DH5583.The horizontal coordinates were established by GPS observations
 DH5583.and adjusted by the National Geodetic Survey in June 2012.
 DH5583
 DH5583.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5583.been affixed to the stable North American tectonic plate. See 
 DH5583.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5583
 DH5583.The horizontal coordinates are valid at the epoch date displayed above
 DH5583.which is a decimal equivalence of Year/Month/Day.
 DH5583
 DH5583.The orthometric height was determined by GPS observations and a
 DH5583.high-resolution geoid model using precise GPS observation and
 DH5583.processing techniques.
 DH5583
 DH5583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5583.GEOID18 height accuracy estimate available here.
 DH5583
 DH5583.Click photographs - Photos may exist for this station.
 DH5583
 DH5583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5583
 DH5583.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5583
 DH5583.The ellipsoidal height was determined by GPS observations
 DH5583.and is referenced to NAD 83.
 DH5583
 DH5583. The following values were computed from the NAD 83(2011) position.
 DH5583
 DH5583;                    North         East     Units Scale Factor Converg.
 DH5583;SPC WI S     -   145,284.349   643,611.158   MT  0.99993391   +0 22 09.7
 DH5583;SPC WI S     -   476,653.74  2,111,580.94   sFT  0.99993391   +0 22 09.7
 DH5583;UTM  16      - 4,797,800.926   300,287.195   MT  1.00009066   -1 41 22.4
 DH5583
 DH5583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5583!SPC WI S     -   0.99995674  x   0.99993391  =   0.99989066
 DH5583!UTM  16      -   0.99995674  x   1.00009066  =   1.00004740
 DH5583
 DH5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0028797800(NAD 83)
 DH5583
 DH5583                          SUPERSEDED SURVEY CONTROL
 DH5583
 DH5583  NAD 83(2007)-  43 18 23.54121(N)    089 27 44.79765(W) AD(2002.00) 0
 DH5583  ELLIP H (02/10/07)  275.882  (m)                       GP(2002.00)    
 DH5583  NAD 83(1997)-  43 18 23.54106(N)    089 27 44.79807(W) AD(       ) 1
 DH5583  ELLIP H (08/01/05)  275.883  (m)                       GP(       ) 2 1
 DH5583  NAVD 88 (07/26/07)  310.67   (m)  GEOID03  model used  GPS OBS        
 DH5583
 DH5583.Superseded values are not recommended for survey control.
 DH5583
 DH5583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5583.See file dsdata.pdf to determine how the superseded data were derived.
 DH5583
 DH5583_MARKER: DD = SURVEY DISK
 DH5583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5583_STAMPING: ARLINGTON S GPS 1994
 DH5583_MARK LOGO: WIDT
 DH5583_PROJECTION: FLUSH
 DH5583_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5583+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 DH5583
 DH5583  HISTORY     - Date     Condition        Report By
 DH5583  HISTORY     - 1994     MONUMENTED       WI-021
 DH5583  HISTORY     - 20030813 GOOD             WIDT
 DH5583  HISTORY     - 20080505 GOOD             WIDT
 DH5583
 DH5583                          STATION DESCRIPTION
 DH5583
 DH5583'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5583'OWNERSHIP--TOWN OF ARLINGTON.  TO REACH THE STATION FROM THE JUNCTION
 DH5583'OF INTERSTATE  HIGHWAY  39 AND INTERSTATE HIGHWAY 90 AND INTERSTATE
 DH5583'HIGHWAY 94 WITH STATE HIGHWAY 60 ABOUT 5  MI SOUTHWEST OF THE CITY OF
 DH5583'POYNETTE, GO SOUTHWEST ON STATE HIGHWAY 60 FOR 0.5 MI TO  SMOKY HOLLOW
 DH5583'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON SMOKY HOLLOW ROAD FOR 1.6
 DH5583'MI TO COUNTY HIGHWAY K, CONTINUE SOUTH ON SMOKY HOLLOW ROAD FOR 0.15
 DH5583'MI TO THE STATION  ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5583'DEPARTMENT OF TRANSPORTATION  GEODETIC  CONTROL MARKER DISK SET IN THE
 DH5583'TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT LEVEL  WITH THE ROAD
 DH5583'PAVEMENT.  THE STATION IS 9.4 M WEST OF THE CENTERLINE OF SMOKY HOLLOW
 DH5583'ROAD, 31.9 M SOUTHWEST OF POWER POLE --10-9-32 0/45--, 19 M NORTH OF A
 DH5583'FIELD ENTRANCE, 11 M  EAST OF A CULTIVATED FIELD, 1.0 M WEST,
 DH5583'SOUTHEAST, NORTHEAST OF THREE ORANGE 4X4  PLASTIC WITNESS POSTS AND
 DH5583'0.8 M EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS  STATION
 DH5583'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5583'HORIZON.
 DH5583
 DH5583                          STATION RECOVERY (2008)
 DH5583
 DH5583'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5583'RECOVERED IN GOOD CONDITION.  NOTE---THERE IS NO WHITE PLASTIC WITNESS
 DH5583'POST PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5586 ***********************************************************************
 DH5586  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5586  DESIGNATION -  ARLINGTON W GPS AZ MK
 DH5586  PID         -  DH5586
 DH5586  STATE/COUNTY-  WI/COLUMBIA
 DH5586  COUNTRY     -  US
 DH5586  USGS QUAD   -  ARLINGTON (2018)
 DH5586
 DH5586                         *CURRENT SURVEY CONTROL
 DH5586  ______________________________________________________________________
 DH5586* NAD 83(2011) POSITION- 43 21 08.31366(N) 089 28 04.69058(W)   ADJUSTED
 DH5586* NAD 83(2011) ELLIP HT-   284.308 (meters)        (06/27/12)   ADJUSTED
 DH5586* NAD 83(2011) EPOCH   -  2010.00
 DH5586* NAVD 88 ORTHO HEIGHT -   319.27  (meters)     1047.5   (feet) GPS OBS
 DH5586  ______________________________________________________________________
 DH5586  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5586  GEOID HEIGHT    -        -34.958 (meters)                     GEOID12A
 DH5586  GEOID HEIGHT    -        -34.950 (meters)                     GEOID18
 DH5586  NAD 83(2011) X  -     43,134.889 (meters)                     COMP
 DH5586  NAD 83(2011) Y  - -4,645,178.368 (meters)                     COMP
 DH5586  NAD 83(2011) Z  -  4,356,240.026 (meters)                     COMP
 DH5586  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 DH5586
 DH5586  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5586  Standards:
 DH5586         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5586            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5586  -------------------------------------------------------------------
 DH5586  NETWORK    0.31   0.47           0.13   0.12   0.24      0.14537391
 DH5586  -------------------------------------------------------------------
 DH5586  Click here for local accuracies and other accuracy information.
 DH5586
 DH5586.The horizontal coordinates were established by GPS observations
 DH5586.and adjusted by the National Geodetic Survey in June 2012.
 DH5586
 DH5586.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5586.been affixed to the stable North American tectonic plate. See 
 DH5586.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5586
 DH5586.The horizontal coordinates are valid at the epoch date displayed above
 DH5586.which is a decimal equivalence of Year/Month/Day.
 DH5586
 DH5586.The orthometric height was determined by GPS observations and a
 DH5586.high-resolution geoid model using precise GPS observation and
 DH5586.processing techniques.
 DH5586
 DH5586.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5586.GEOID18 height accuracy estimate available here.
 DH5586
 DH5586.Click photographs - Photos may exist for this station.
 DH5586
 DH5586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5586
 DH5586.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5586
 DH5586.The ellipsoidal height was determined by GPS observations
 DH5586.and is referenced to NAD 83.
 DH5586
 DH5586. The following values were computed from the NAD 83(2011) position.
 DH5586
 DH5586;                    North         East     Units Scale Factor Converg.
 DH5586;SPC WI S     -   150,366.054   643,130.403   MT  0.99993291   +0 21 56.0
 DH5586;SPC WI S     -   493,325.96  2,110,003.66   sFT  0.99993291   +0 21 56.0
 DH5586;UTM  16      - 4,802,897.432   299,989.337   MT  1.00009212   -1 41 41.2
 DH5586
 DH5586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5586!SPC WI S     -   0.99995542  x   0.99993291  =   0.99988833
 DH5586!UTM  16      -   0.99995542  x   1.00009212  =   1.00004753
 DH5586
 DH5586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9998902897(NAD 83)
 DH5586
 DH5586                          SUPERSEDED SURVEY CONTROL
 DH5586
 DH5586  NAD 83(2007)-  43 21 08.31370(N)    089 28 04.69141(W) AD(2002.00) 0
 DH5586  ELLIP H (02/10/07)  284.342  (m)                       GP(2002.00)    
 DH5586  NAD 83(1997)-  43 21 08.31356(N)    089 28 04.69180(W) AD(       ) 1
 DH5586  ELLIP H (08/01/05)  284.344  (m)                       GP(       ) 2 1
 DH5586  NAVD 88 (07/26/07)  319.25   (m)  GEOID03  model used  GPS OBS        
 DH5586
 DH5586.Superseded values are not recommended for survey control.
 DH5586
 DH5586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5586.See file dsdata.pdf to determine how the superseded data were derived.
 DH5586
 DH5586_MARKER: DZ = AZIMUTH MARK DISK
 DH5586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5586_STAMPING: ARLINGTON W GPS 1994
 DH5586_MARK LOGO: WIDT
 DH5586_PROJECTION: FLUSH
 DH5586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5586+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 DH5586
 DH5586  HISTORY     - Date     Condition        Report By
 DH5586  HISTORY     - 1994     MONUMENTED       WIDT
 DH5586  HISTORY     - 20040224 GOOD             WIDT
 DH5586  HISTORY     - 20080505 GOOD             WIDT
 DH5586
 DH5586                          STATION DESCRIPTION
 DH5586
 DH5586'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5586'OWNERSHIP--TOWN OF ARLINGTON.  TO REACH THE STATION FROM THE JUNCTION
 DH5586'OF STATE  HIGHWAY 60 WITH COUNTY HIGHWAY Q ABOUT 5 MI EAST OF THE CITY
 DH5586'OF LODI, GO NORTH ON  COUNTY HIGHWAY Q FOR 1.0 MI TO RICHARDS ROAD,
 DH5586'TURN LEFT AND GO WEST ON RICHARDS ROAD  FOR 2.0 MI TO SMOKEY HOLLOW
 DH5586'ROAD, CONTINUE WEST ON RICHARDS ROAD FOR 0.25 MI TO THE  STATION ON
 DH5586'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5586'TRANSPORTATION  AZIMUTH MARK DISK SET IN THE TOP OF A 45-CM DIAMETER
 DH5586'CONCRETE POST ABOUT LEVEL WITH THE  ROAD PAVEMENT.  THE STATION IS 9.1
 DH5586'M SOUTH OF THE CENTERLINE OF RICHARDS ROAD, 16 M EAST  OF THE EXTENDED
 DH5586'CENTERLINE OF A FIELD ENTRANCE, 1.0 M EAST, WEST OF THREE ORANGE 4X4
 DH5586'PLASTIC WITNESS POSTS AND 0.5 M NORTH OF A CULTIVATED FIELD.
 DH5586'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5586'THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5586
 DH5586                          STATION RECOVERY (2008)
 DH5586
 DH5586'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5586'RECOVERED IN GOOD CONDITION.
 DH5586'AN ALTERNATE TO REACH FOLLOWS-- TO REACH THE STATION FROM THE JUNCTION
 DH5586'OF STATE HIGHWAY 60 WITH INTERSTATE HIGHWAYS 39, 90, AND 94
 DH5586'APPROXIMATELY 4 MILES NORTHEAST OF THE CITY OF LODI, GO SOUTHWEST ON
 DH5586'STATE HIGHWAY 60 FOR 0.5 MILE TO SMOKEY HOLLOW ROAD, TURN RIGHT AND GO
 DH5586'NORTH ON SMOKEY HOLLOW ROAD FOR 1.4 MILES TO RICHARDS ROAD, TURN LEFT
 DH5586'AND GO WEST ON RICHARDS ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 DH5586'
 DH5586'---NOTE---THE STATION IS 1.0 M EAST AND 1.0 M WEST OF TWO (NOT THREE)
 DH5586'ORANGE 4X4 PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH4982 ***********************************************************************
 DH4982  DESIGNATION -  ARM
 DH4982  PID         -  DH4982
 DH4982  STATE/COUNTY-  WI/JUNEAU
 DH4982  COUNTRY     -  US
 DH4982  USGS QUAD   -  NEW MINER (2018)
 DH4982
 DH4982                         *CURRENT SURVEY CONTROL
 DH4982  ______________________________________________________________________
 DH4982* NAD 83(2011) POSITION- 44 11 31.44198(N) 090 03 23.11473(W)   ADJUSTED
 DH4982* NAD 83(2011) ELLIP HT-   253.140 (meters)        (06/27/12)   ADJUSTED
 DH4982* NAD 83(2011) EPOCH   -  2010.00
 DH4982* NAVD 88 ORTHO HEIGHT -   288.141 (meters)      945.34  (feet) ADJUSTED
 DH4982  ______________________________________________________________________
 DH4982  GEOID HEIGHT    -        -34.997 (meters)                     GEOID18
 DH4982  NAD 83(2011) X  -     -4,510.848 (meters)                     COMP
 DH4982  NAD 83(2011) Y  - -4,580,804.967 (meters)                     COMP
 DH4982  NAD 83(2011) Z  -  4,423,594.894 (meters)                     COMP
 DH4982  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 DH4982  DYNAMIC HEIGHT  -        288.084 (meters)      945.16  (feet) COMP
 DH4982  MODELED GRAVITY -    980,413.5   (mgal)                       NAVD 88
 DH4982
 DH4982  VERT ORDER      -  SECOND    CLASS I
 DH4982
 DH4982  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4982  Standards:
 DH4982         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4982            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4982  -------------------------------------------------------------------
 DH4982  NETWORK    0.22   0.33           0.10   0.08   0.17      0.09722000
 DH4982  -------------------------------------------------------------------
 DH4982  Click here for local accuracies and other accuracy information.
 DH4982
 DH4982.The horizontal coordinates were established by GPS observations
 DH4982.and adjusted by the National Geodetic Survey in June 2012.
 DH4982
 DH4982.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4982.been affixed to the stable North American tectonic plate. See 
 DH4982.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4982
 DH4982.The horizontal coordinates are valid at the epoch date displayed above
 DH4982.which is a decimal equivalence of Year/Month/Day.
 DH4982
 DH4982.The orthometric height was determined by differential leveling and
 DH4982.adjusted by the WI DEPT OF TRANSP
 DH4982.in May 2012.
 DH4982
 DH4982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4982.GEOID18 height accuracy estimate available here.
 DH4982
 DH4982.Click photographs - Photos may exist for this station.
 DH4982
 DH4982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4982
 DH4982.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4982
 DH4982.The ellipsoidal height was determined by GPS observations
 DH4982.and is referenced to NAD 83.
 DH4982
 DH4982.The dynamic height is computed by dividing the NAVD 88
 DH4982.geopotential number by the normal gravity value computed on the
 DH4982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4982.degrees latitude (g = 980.6199 gals.).
 DH4982
 DH4982.The modeled gravity was interpolated from observed gravity values.
 DH4982
 DH4982. The following values were computed from the NAD 83(2011) position.
 DH4982
 DH4982;                    North         East     Units Scale Factor Converg.
 DH4982;SPC WI S     -   243,530.131   595,489.204   MT  1.00002789   -0 02 19.6
 DH4982;SPC WI S     -   798,981.77  1,953,700.83   sFT  1.00002789   -0 02 19.6
 DH4982;UTM  15      - 4,897,419.753   735,239.259   MT  1.00028063   +2 03 10.1
 DH4982;UTM  16      - 4,897,749.201   255,742.646   MT  1.00033382   -2 07 53.7
 DH4982
 DH4982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4982!SPC WI S     -   0.99996031  x   1.00002789  =   0.99998820
 DH4982!UTM  15      -   0.99996031  x   1.00028063  =   1.00024093
 DH4982!UTM  16      -   0.99996031  x   1.00033382  =   1.00029412
 DH4982
 DH4982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3523997419(NAD 83)
 DH4982
 DH4982                          SUPERSEDED SURVEY CONTROL
 DH4982
 DH4982  NAD 83(2007)-  44 11 31.44201(N)    090 03 23.11555(W) AD(2002.00) 0
 DH4982  ELLIP H (02/10/07)  253.176  (m)                       GP(2002.00)    
 DH4982  NAD 83(1997)-  44 11 31.44208(N)    090 03 23.11588(W) AD(       ) B
 DH4982  ELLIP H (08/01/05)  253.169  (m)                       GP(       ) 4 1
 DH4982  NAVD 88             288.13   (m)          945.3    (f) LEVELING    3  
 DH4982  NAVD 88 (04/20/07)  288.125  (m)          945.29   (f) SUPERSEDED  2 1
 DH4982
 DH4982.Superseded values are not recommended for survey control.
 DH4982
 DH4982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4982.See file dsdata.pdf to determine how the superseded data were derived.
 DH4982
 DH4982_MARKER: DD = SURVEY DISK
 DH4982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4982_STAMPING: ARM 1994
 DH4982_MARK LOGO: WI-057
 DH4982_PROJECTION: FLUSH
 DH4982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4982+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DH4982
 DH4982  HISTORY     - Date     Condition        Report By
 DH4982  HISTORY     - 1994     MONUMENTED       WI-057
 DH4982  HISTORY     - 20030826 GOOD             WIDT
 DH4982  HISTORY     - 20040816 GOOD             WIDT
 DH4982  HISTORY     - 20051228 GOOD             WIDT
 DH4982  HISTORY     - 20060525 GOOD             WIDT
 DH4982  HISTORY     - 20100607 GOOD             WIDT
 DH4982
 DH4982                          STATION DESCRIPTION
 DH4982
 DH4982'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH4982'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH4982'COUNTY HIGHWAY  F WITH COUNTY HIGHWAY G ABOUT 12 MI SOUTHWEST OF THE
 DH4982'VILLAGE OF NEKOOSA, GO NORTH ON  COUNTY HIGHWAY F FOR 1.0 MI TO 6TH
 DH4982'STREET ON THE RIGHT, CONTINUE NORTH ON COUNTY  HIGHWAY F FOR 0.5 MI TO
 DH4982'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE JUNEAU COUNTY
 DH4982'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 DH4982'CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH4982'9.1 M EAST OF THE CENTERLINE OF COUNTY  HIGHWAY F, 25.1 M NORTHEAST OF
 DH4982'A POWER POLE, 19.1 M EAST OF TELEPHONE PEDESTAL --A 69 2--  AND 1.0 M
 DH4982'EAST, SOUTHWEST, NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH4982'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH4982'THAN  20 DEGREES ABOVE THE HORIZON.
 DH4982
 DH4982                          STATION RECOVERY (2004)
 DH4982
 DH4982'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4982'RECOVERED AS DESCRIBED.
 DH4982
 DH4982                          STATION RECOVERY (2005)
 DH4982
 DH4982'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4982'RECOVERED AS DESCRIBED.
 DH4982
 DH4982                          STATION RECOVERY (2006)
 DH4982
 DH4982'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH4982'RECOVERED AS DESCRIBED.
 DH4982
 DH4982                          STATION RECOVERY (2010)
 DH4982
 DH4982'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH4982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5464 ***********************************************************************
 DH5464  DESIGNATION -  ARMENIA C GPS
 DH5464  PID         -  DH5464
 DH5464  STATE/COUNTY-  WI/JUNEAU
 DH5464  COUNTRY     -  US
 DH5464  USGS QUAD   -  ARKDALE NW (2018)
 DH5464
 DH5464                         *CURRENT SURVEY CONTROL
 DH5464  ______________________________________________________________________
 DH5464* NAD 83(2011) POSITION- 44 12 01.48222(N) 089 57 19.77984(W)   ADJUSTED
 DH5464* NAD 83(2011) ELLIP HT-   254.507 (meters)        (06/27/12)   ADJUSTED
 DH5464* NAD 83(2011) EPOCH   -  2010.00
 DH5464* NAVD 88 ORTHO HEIGHT -   289.671 (meters)      950.36  (feet) ADJUSTED
 DH5464  ______________________________________________________________________
 DH5464  GEOID HEIGHT    -        -35.162 (meters)                     GEOID18
 DH5464  NAD 83(2011) X  -      3,557.728 (meters)                     COMP
 DH5464  NAD 83(2011) Y  - -4,580,160.386 (meters)                     COMP
 DH5464  NAD 83(2011) Z  -  4,424,260.642 (meters)                     COMP
 DH5464  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 DH5464  DYNAMIC HEIGHT  -        289.615 (meters)      950.18  (feet) COMP
 DH5464  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 DH5464
 DH5464  VERT ORDER      -  SECOND    CLASS I
 DH5464
 DH5464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5464  Standards:
 DH5464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5464  -------------------------------------------------------------------
 DH5464  NETWORK    0.27   0.41           0.12   0.10   0.21      0.09393009
 DH5464  -------------------------------------------------------------------
 DH5464  Click here for local accuracies and other accuracy information.
 DH5464
 DH5464.The horizontal coordinates were established by GPS observations
 DH5464.and adjusted by the National Geodetic Survey in June 2012.
 DH5464
 DH5464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5464.been affixed to the stable North American tectonic plate. See 
 DH5464.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5464
 DH5464.The horizontal coordinates are valid at the epoch date displayed above
 DH5464.which is a decimal equivalence of Year/Month/Day.
 DH5464
 DH5464.The orthometric height was determined by differential leveling and
 DH5464.adjusted by the WI DEPT OF TRANSP
 DH5464.in May 2012.
 DH5464
 DH5464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5464.GEOID18 height accuracy estimate available here.
 DH5464
 DH5464.Click photographs - Photos may exist for this station.
 DH5464
 DH5464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5464
 DH5464.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5464
 DH5464.The ellipsoidal height was determined by GPS observations
 DH5464.and is referenced to NAD 83.
 DH5464
 DH5464.The dynamic height is computed by dividing the NAVD 88
 DH5464.geopotential number by the normal gravity value computed on the
 DH5464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5464.degrees latitude (g = 980.6199 gals.).
 DH5464
 DH5464.The modeled gravity was interpolated from observed gravity values.
 DH5464
 DH5464. The following values were computed from the NAD 83(2011) position.
 DH5464
 DH5464;                    North         East     Units Scale Factor Converg.
 DH5464;SPC WI S     -   244,456.790   603,557.693   MT  1.00002992   +0 01 50.1
 DH5464;SPC WI S     -   802,021.99  1,980,172.20   sFT  1.00002992   +0 01 50.1
 DH5464;UTM  16      - 4,898,380.828   263,841.863   MT  1.00028595   -2 03 41.2
 DH5464;UTM  15      - 4,898,640.704   743,270.748   MT  1.00032790   +2 07 24.9
 DH5464
 DH5464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5464!SPC WI S     -   0.99996009  x   1.00002992  =   0.99999001
 DH5464!UTM  16      -   0.99996009  x   1.00028595  =   1.00024603
 DH5464!UTM  15      -   0.99996009  x   1.00032790  =   1.00028798
 DH5464
 DH5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6384198380(NAD 83)
 DH5464
 DH5464                          SUPERSEDED SURVEY CONTROL
 DH5464
 DH5464  NAD 83(2007)-  44 12 01.48227(N)    089 57 19.78068(W) AD(2002.00) 0
 DH5464  ELLIP H (02/10/07)  254.543  (m)                       GP(2002.00)    
 DH5464  NAD 83(1997)-  44 12 01.48235(N)    089 57 19.78111(W) AD(       ) 1
 DH5464  ELLIP H (08/01/05)  254.540  (m)                       GP(       ) 2 1
 DH5464  NAVD 88             289.65   (m)          950.3    (f) LEVELING    3  
 DH5464  NAVD 88 (04/20/07)  289.654  (m)          950.31   (f) SUPERSEDED  2 1
 DH5464
 DH5464.Superseded values are not recommended for survey control.
 DH5464
 DH5464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5464.See file dsdata.pdf to determine how the superseded data were derived.
 DH5464
 DH5464_MARKER: DD = SURVEY DISK
 DH5464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5464_STAMPING: ARMENIA C GPS 2004
 DH5464_MARK LOGO: WIDT
 DH5464_PROJECTION: FLUSH
 DH5464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5464+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DH5464
 DH5464  HISTORY     - Date     Condition        Report By
 DH5464  HISTORY     - 2003     MONUMENTED       WIDT
 DH5464  HISTORY     - 20051228 GOOD             WIDT
 DH5464  HISTORY     - 20100607 GOOD             WIDT
 DH5464
 DH5464                          STATION DESCRIPTION
 DH5464
 DH5464'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5464'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5464'COUNTY HIGHWAY  G WITH COUNTY HIGHWAY F ABOUT 10 MI NORTH-NORTHEAST OF
 DH5464'THE VILLAGE OF NECEDAH, GO  NORTHEASTERLY ON COUNTY HIGHWAY G FOR 6.9
 DH5464'MI TO 5TH STREET ON THE LEFT, CONTINUE  NORTH ON COUNTY HIGHWAY G FOR
 DH5464'0.1 MI TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE
 DH5464'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5464'DISK  SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW
 DH5464'THE HIGHWAY PAVEMENT.   THE STATION IS 11.2 M EAST OF THE CENTERLINE
 DH5464'OF COUNTY HIGHWAY G, 69.0 M SOUTHEAST OF A  POWERPOLE, 33.8 M
 DH5464'NORTHEAST OF A POWERPOLE, 4 M WEST OF A CULTIVATED FIELD, AND 1.0 M
 DH5464'EAST, SOUTHWEST, AND NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS
 DH5464'POSTS.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5464'HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5464
 DH5464                          STATION RECOVERY (2005)
 DH5464
 DH5464'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5464'RECOVERED AS DESCRIBED.
 DH5464
 DH5464                          STATION RECOVERY (2010)
 DH5464
 DH5464'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5641 ***********************************************************************
 DH5641  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5641  DESIGNATION -  ARMENIA S GPS
 DH5641  PID         -  DH5641
 DH5641  STATE/COUNTY-  WI/JUNEAU
 DH5641  COUNTRY     -  US
 DH5641  USGS QUAD   -  NECEDAH (2018)
 DH5641
 DH5641                         *CURRENT SURVEY CONTROL
 DH5641  ______________________________________________________________________
 DH5641* NAD 83(2011) POSITION- 44 04 49.03288(N) 090 03 19.68067(W)   ADJUSTED
 DH5641* NAD 83(2011) ELLIP HT-   243.769 (meters)        (06/27/12)   ADJUSTED
 DH5641* NAD 83(2011) EPOCH   -  2010.00
 DH5641* NAVD 88 ORTHO HEIGHT -   278.89  (meters)      915.0   (feet) GPS OBS
 DH5641  ______________________________________________________________________
 DH5641  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5641  GEOID HEIGHT    -        -35.118 (meters)                     GEOID12A
 DH5641  GEOID HEIGHT    -        -35.117 (meters)                     GEOID18
 DH5641  NAD 83(2011) X  -     -4,442.950 (meters)                     COMP
 DH5641  NAD 83(2011) Y  - -4,589,447.833 (meters)                     COMP
 DH5641  NAD 83(2011) Z  -  4,414,674.024 (meters)                     COMP
 DH5641  LAPLACE CORR    -         -4.48  (seconds)                    DEFLEC18
 DH5641
 DH5641  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5641  Standards:
 DH5641         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5641            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5641  -------------------------------------------------------------------
 DH5641  NETWORK    0.26   0.31           0.12   0.09   0.16      0.10209758
 DH5641  -------------------------------------------------------------------
 DH5641  Click here for local accuracies and other accuracy information.
 DH5641
 DH5641.The horizontal coordinates were established by GPS observations
 DH5641.and adjusted by the National Geodetic Survey in June 2012.
 DH5641
 DH5641.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5641.been affixed to the stable North American tectonic plate. See 
 DH5641.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5641
 DH5641.The horizontal coordinates are valid at the epoch date displayed above
 DH5641.which is a decimal equivalence of Year/Month/Day.
 DH5641
 DH5641.The orthometric height was determined by GPS observations and a
 DH5641.high-resolution geoid model using precise GPS observation and
 DH5641.processing techniques.
 DH5641
 DH5641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5641.GEOID18 height accuracy estimate available here.
 DH5641
 DH5641.Click photographs - Photos may exist for this station.
 DH5641
 DH5641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5641
 DH5641.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5641
 DH5641.The ellipsoidal height was determined by GPS observations
 DH5641.and is referenced to NAD 83.
 DH5641
 DH5641. The following values were computed from the NAD 83(2011) position.
 DH5641
 DH5641;                    North         East     Units Scale Factor Converg.
 DH5641;SPC WI S     -   231,109.438   595,557.206   MT  1.00000280   -0 02 17.2
 DH5641;SPC WI S     -   758,231.55  1,953,923.93   sFT  1.00000280   -0 02 17.2
 DH5641;UTM  15      - 4,885,006.483   735,760.225   MT  1.00028366   +2 02 57.7
 DH5641;UTM  16      - 4,885,330.323   255,357.362   MT  1.00033615   -2 07 35.9
 DH5641
 DH5641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5641!SPC WI S     -   0.99996178  x   1.00000280  =   0.99996458
 DH5641!UTM  15      -   0.99996178  x   1.00028366  =   1.00024543
 DH5641!UTM  16      -   0.99996178  x   1.00033615  =   1.00029791
 DH5641
 DH5641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3576085006(NAD 83)
 DH5641
 DH5641                          SUPERSEDED SURVEY CONTROL
 DH5641
 DH5641  NAD 83(2007)-  44 04 49.03283(N)    090 03 19.68155(W) AD(2002.00) 0
 DH5641  ELLIP H (02/10/07)  243.803  (m)                       GP(2002.00)    
 DH5641  NAD 83(1997)-  44 04 49.03287(N)    090 03 19.68206(W) AD(       ) 1
 DH5641  ELLIP H (08/01/05)  243.801  (m)                       GP(       ) 2 1
 DH5641  NAVD 88 (07/26/07)  278.87   (m)  GEOID03  model used  GPS OBS        
 DH5641
 DH5641.Superseded values are not recommended for survey control.
 DH5641
 DH5641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5641.See file dsdata.pdf to determine how the superseded data were derived.
 DH5641
 DH5641_MARKER: DD = SURVEY DISK
 DH5641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5641_STAMPING: ARMENIA S GPS 2004
 DH5641_MARK LOGO: WIDT
 DH5641_PROJECTION: FLUSH
 DH5641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5641+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DH5641
 DH5641  HISTORY     - Date     Condition        Report By
 DH5641  HISTORY     - 2003     MONUMENTED       WIDT
 DH5641  HISTORY     - 20060925 GOOD             WIDT
 DH5641  HISTORY     - 20100607 GOOD             WIDT
 DH5641
 DH5641                          STATION DESCRIPTION
 DH5641
 DH5641'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5641'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5641'STATE HIGHWAY 21 WITH COUNTY HIGHWAY G ABOUT 0.5 MI EAST OF THE
 DH5641'VILLAGE OF  NECEDAH, GO NORTH ON COUNTY HIGHWAY G FOR 2.0 MI TO 14TH
 DH5641'AVENUE ON THE LEFT, CONTINUE  NORTH ON COUNTY HIGHWAY G FOR 1.6 MI TO
 DH5641'THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE WISCONSIN
 DH5641'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5641'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5641'HIGHWAY PAVEMENT.  THE STATION IS 9.8 M EAST OF THE CENTERLINE OF
 DH5641'COUNTY  HIGHWAY G, 37.2 M SOUTHEAST OF A TELEPHONE PEDESTAL --A
 DH5641'39A1--, 2 M WEST OF A CULTIVATED  FIELD, 1.0 M NORTH OF AN  ORANGE 4X4
 DH5641'PLASTIC WITNESS POST AND 1.0 M SOUTH OF AN  ORANGE 4X4  PLASTIC
 DH5641'WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5641'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5641
 DH5641                          STATION RECOVERY (2006)
 DH5641
 DH5641'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH5641'RECOVERED IN GOOD CONDITION.
 DH5641
 DH5641                          STATION RECOVERY (2010)
 DH5641
 DH5641'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5641'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.15 MILE SOUTH OF
 DH5641'16TH STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1626 ***********************************************************************
 RL1626  DESIGNATION -  ARMOUR
 RL1626  PID         -  RL1626
 RL1626  STATE/COUNTY-  WI/VILAS
 RL1626  COUNTRY     -  US
 RL1626  USGS QUAD   -  BOULDER JUNCTION (2018)
 RL1626
 RL1626                         *CURRENT SURVEY CONTROL
 RL1626  ______________________________________________________________________
 RL1626* NAD 83(1991) POSITION- 46 03 18.04668(N) 089 39 09.46182(W)   ADJUSTED
 RL1626* NAVD 88 ORTHO HEIGHT -   504.    (meters)     1654.    (feet) SCALED
 RL1626  ______________________________________________________________________
 RL1626  GEOID HEIGHT    -        -31.128 (meters)                     GEOID18
 RL1626  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 RL1626  HORZ ORDER      -  THIRD
 RL1626
 RL1626.The horizontal coordinates were established by classical geodetic methods
 RL1626.and adjusted by the National Geodetic Survey in November 1991.
 RL1626
 RL1626.The orthometric height was scaled from a topographic map.
 RL1626
 RL1626.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1626.GEOID18 height accuracy estimate available here.
 RL1626
 RL1626.Click photographs - Photos may exist for this station.
 RL1626
 RL1626.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1626
 RL1626. The following values were computed from the NAD 83(1991) position.
 RL1626
 RL1626;                    North         East     Units Scale Factor Converg.
 RL1626;SPC WI N     -    98,793.101   626,880.376   MT  0.99994727   +0 15 02.1
 RL1626;SPC WI N     -   324,123.70  2,056,690.03   sFT  0.99994727   +0 15 02.1
 RL1626;UTM  16      - 5,103,581.017   294,807.119   MT  1.00011762   -1 54 38.1
 RL1626
 RL1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1626!SPC WI N     -   0.99992587  x   0.99994727  =   0.99987315
 RL1626!UTM  16      -   0.99992587  x   1.00011762  =   1.00004348
 RL1626
 RL1626:                Primary Azimuth Mark                     Grid Az
 RL1626:SPC WI N     -  ARMOUR AZ MK                             343 36 04.7
 RL1626:UTM  16      -  ARMOUR AZ MK                             345 45 44.9
 RL1626
 RL1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9480703581(NAD 83)
 RL1626
 RL1626|---------------------------------------------------------------------|
 RL1626| PID    Reference Object                     Distance      Geod. Az  |
 RL1626|                                                           dddmmss.s |
 RL1626| CJ1800 ARMOUR RM 1                          31.303 METERS 09032     |
 RL1626| CJ1801 ARMOUR RM 2                          27.020 METERS 20311     |
 RL1626| CJ1799 ARMOUR AZ MK                                       3435106.8 |
 RL1626|---------------------------------------------------------------------|
 RL1626
 RL1626                          SUPERSEDED SURVEY CONTROL
 RL1626
 RL1626  NAD 83(1986)-  46 03 18.04268(N)    089 39 09.45656(W) AD(       ) 3
 RL1626  NAD 27      -  46 03 18.22200(N)    089 39 08.91800(W) AD(       ) 3
 RL1626
 RL1626.Superseded values are not recommended for survey control.
 RL1626
 RL1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1626.See file dsdata.pdf to determine how the superseded data were derived.
 RL1626
 RL1626_MARKER: DS = TRIANGULATION STATION DISK
 RL1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1626_STAMPING: ARMOUR 1952
 RL1626_MARK LOGO: CGS
 RL1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1626+STABILITY: SURFACE MOTION
 RL1626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1626+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2014
 RL1626
 RL1626  HISTORY     - Date     Condition        Report By
 RL1626  HISTORY     - 1952     MONUMENTED       CGS
 RL1626  HISTORY     - 20130925 GOOD             GEOCAC
 RL1626  HISTORY     - 20140527 GOOD             GEOCAC
 RL1626
 RL1626                          STATION DESCRIPTION
 RL1626
 RL1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1626'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHWEST OF
 RL1626'BOULDER JUNCTION ON THE GROUNDS OF THE ILLINOIS INSTITUTE
 RL1626'OF TECHNOLOGY KNOWN AS CAMP ARMOUR, ABOUT 160 FEET SOUTHEAST
 RL1626'OF THE MAIN BUILDING.
 RL1626'
 RL1626'TO REACH FROM THE JUNCTION OF COUNTY ROUTES M AND K IN BOULDER
 RL1626'JUNCTION, GO SOUTH ON ROUTE M FOR 4.3 MILES TO CROSSROAD,
 RL1626'TURN RIGHT ON MACADAM AND GO WEST FOR 0.2 MILE TO SIDE ROAD
 RL1626'RIGHT AND SIGN CAMP ARMOUR, TURN RIGHT ON SAND ROAD AND GO
 RL1626'NORTH FOR 0.45 MILE TO STATION SITE TO THE LEFT ON TOP OF A
 RL1626'SMALL KNOLL.
 RL1626'
 RL1626'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RL1626'POST PROJECTING 5 INCHES.  IT IS 31.5 FEET SOUTHWEST OF THE
 RL1626'SOUTHWEST CORNER OF A SNACK BUILDING, 28 FEET EAST OF THE
 RL1626'SOUTHEAST CORNER OF A CABIN, 4 FEET SOUTH OF A WITNESS POST.
 RL1626'THE MARK IS STAMPED ARMOUR 1952.
 RL1626'
 RL1626'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RL1626'POST PROJECTING 5 INCHES.  IT IS 61.0 FEET SOUTH OF THE
 RL1626'CENTERLINE OF ROAD.  THE MARK IS STAMPED ARMOUR NO 1 1952.
 RL1626'
 RL1626'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RL1626'POST PROJECTING 4 INCHES.  IT IS STAMPED ARMOUR NO 2 1952.
 RL1626'
 RL1626'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RL1626'POST FLUSH WITH GROUND.  IT IS 7.8 FEET SOUTHEAST OF THE
 RL1626'SOUTHEAST CORNER OF A SMALL BOAT HOUSE, 9 FEET NORTH OF THE
 RL1626'SHORELINE OF TROUT LAKE, 2 FEET EAST OF A WITNESS POST.
 RL1626'THE MARK IS STAMPED ARMOUR 1952.
 RL1626'
 RL1626'TO REACH THE AZIMUTH MARK FROM THE STATION SITE, GO BACK ON
 RL1626'SAND ROAD FOR 0.45 MILE TO MACADAM, TURN LEFT, GO 0.2 MILE
 RL1626'TO COUNTY ROUTE M, TURN LEFT ON ROUTE M AND GO NORTH FOR 2.3
 RL1626'MILES TO CROSSROAD, TURN LEFT ON BLACK TOP ROAD AND GO 0.3 MILE
 RL1626'TO FORKS, TAKE RIGHT FORK AND GO 0.6 TO A REVERSE Y, HERE,
 RL1626'TURN LEFT ON SAND ROAD AND GO 0.3 MILE TO END OF TRUCK TRAVEL.
 RL1626'WALK SOUTH, PASSING BETWEEN TWO LARGE COTTAGES TO LAKE FRONT
 RL1626'AND SOUTHEAST CORNER OF A SMALL BOAT HOUSE AND THE MARK AS
 RL1626'DESCRIBED.
 RL1626'
 RL1626'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RL1626
 RL1626                          STATION RECOVERY (2013)
 RL1626
 RL1626'RECOVERY NOTE BY GEOCACHING 2013 (ALB)
 RL1626'STATION MARK FOUND 4 FEET SOUTH OF AN ORANGE FIBERGLASS WITNESS POST
 RL1626'AND APPROX 35 FEET NORTH OF A WHITE WOODEN POST MARKING A WISCONSIN
 RL1626'GEOLOGIC SURVEY SECTION MARKER.
 RL1626'
 RL1626'RM 1 AND RM 2 SEARCHED FOR BUT NOT FOUND.  AZIMUTH MARK NOT SEARCHED
 RL1626'FOR.  CAMP ARMOUR CEASED OPERATIONS IN 1963 AND NO BUILDINGS REMAIN,
 RL1626'AND THE SITE IS NOW STATE OF WISCONSIN PROPERTY AS PART OF NORTHERN
 RL1626'HIGHLAND AMERICAN LEGION STATE FOREST. THE DESCRIBED SIDE ROAD IS HALV
 RL1626'HALVORSON  ROAD, AND THE SAND ROAD REMAINS.
 RL1626
 RL1626                          STATION RECOVERY (2014)
 RL1626
 RL1626'RECOVERY NOTE BY GEOCACHING 2014 (ALB)
 RL1626'RM 2 FOUND AS DESCRIBED.  THE MARK HAS NO WITNESS POST.
 RL1626'RM 1 SEARCHED FOR BUT NOT FOUND.NUMEROUS DOWNED TREES MAY BE OBSCURING
 RL1626'THE MARK. STATION MARK FOUND AS DESCRIBED.  AZIMUTH NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0680 ***********************************************************************
 OM0680  DESIGNATION -  ARMSTRONG
 OM0680  PID         -  OM0680
 OM0680  STATE/COUNTY-  WI/FOND DU LAC
 OM0680  COUNTRY     -  US
 OM0680  USGS QUAD   -  DUNDEE (2018)
 OM0680
 OM0680                         *CURRENT SURVEY CONTROL
 OM0680  ______________________________________________________________________
 OM0680* NAD 83(1991) POSITION- 43 42 38.09776(N) 088 11 35.81631(W)   ADJUSTED
 OM0680* NAVD 88 ORTHO HEIGHT -   330.    (meters)     1083.    (feet) SCALED
 OM0680  ______________________________________________________________________
 OM0680  GEOID HEIGHT    -        -35.505 (meters)                     GEOID18
 OM0680  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 OM0680  HORZ ORDER      -  THIRD
 OM0680
 OM0680.The horizontal coordinates were established by classical geodetic methods
 OM0680.and adjusted by the National Geodetic Survey in November 1991.
 OM0680
 OM0680.The orthometric height was scaled from a topographic map.
 OM0680
 OM0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0680.GEOID18 height accuracy estimate available here.
 OM0680
 OM0680.Click photographs - Photos may exist for this station.
 OM0680
 OM0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0680
 OM0680. The following values were computed from the NAD 83(1991) position.
 OM0680
 OM0680;                    North         East     Units Scale Factor Converg.
 OM0680;SPC WI S     -   191,608.540   745,593.399   MT  0.99994709   +1 14 29.0
 OM0680;SPC WI S     -   628,635.68  2,446,167.68   sFT  0.99994709   +1 14 29.0
 OM0680;UTM  16      - 4,840,420.533   403,865.502   MT  0.99971367   -0 49 28.7
 OM0680
 OM0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0680!SPC WI S     -   0.99995382  x   0.99994709  =   0.99990091
 OM0680!UTM  16      -   0.99995382  x   0.99971367  =   0.99966750
 OM0680
 OM0680:                Primary Azimuth Mark                     Grid Az
 OM0680:SPC WI S     -  ARMSTRONG AZ MK RESET                    158 43 31.8
 OM0680:UTM  16      -  ARMSTRONG AZ MK RESET                    160 47 29.5
 OM0680
 OM0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0386540420(NAD 83)
 OM0680
 OM0680|---------------------------------------------------------------------|
 OM0680| PID    Reference Object                     Distance      Geod. Az  |
 OM0680|                                                           dddmmss.s |
 OM0680| CI8929 ARMSTRONG AZ MK                                    0921649.8 |
 OM0680| CI8931 ARMSTRONG RM 1                        6.523 METERS 09522     |
 OM0680| CI8930 ARMSTRONG AZ MK RESET                              1595800.8 |
 OM0680| CI8932 ARMSTRONG RM 2                       14.869 METERS 16046     |
 OM0680|---------------------------------------------------------------------|
 OM0680
 OM0680                          SUPERSEDED SURVEY CONTROL
 OM0680
 OM0680  NAD 83(1986)-  43 42 38.08780(N)    088 11 35.81906(W) AD(       ) 3
 OM0680  NAD 27      -  43 42 38.11100(N)    088 11 35.46100(W) AD(       ) 3
 OM0680
 OM0680.Superseded values are not recommended for survey control.
 OM0680
 OM0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0680.See file dsdata.pdf to determine how the superseded data were derived.
 OM0680
 OM0680_MARKER: DS = TRIANGULATION STATION DISK
 OM0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0680_STAMPING: ARMSTRONG 1953
 OM0680_MARK LOGO: CGS
 OM0680_PROJECTION: FLUSH
 OM0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0680+STABILITY: SURFACE MOTION
 OM0680
 OM0680  HISTORY     - Date     Condition        Report By
 OM0680  HISTORY     - 1953     MONUMENTED       CGS
 OM0680  HISTORY     - 1960     GOOD             CGS
 OM0680  HISTORY     - 1961     GOOD             CGS
 OM0680  HISTORY     - 20030708 MARK NOT FOUND   USPSQD
 OM0680
 OM0680                          STATION DESCRIPTION
 OM0680
 OM0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0680'STATION IS LOCATED ALONG THE NORTH SIDE OF COUNTY HIGHWAY
 OM0680'B ABOUT 5 MILES NORTH OF DUNDEE AND 0.2 MILE EAST OF THE VILLAGE
 OM0680'OF ARMSTRONG.  IT IS 85 FEET SOUTHEAST OF THE SOUTHEAST
 OM0680'CORNER OF A FARM HOUSE, 30 FEET EAST OF THE CENTER OF A
 OM0680'GRAVEL ROAD, 25 FEET NORTH OF THE CENTER OF HIGHWAY B, 11
 OM0680'FEET WEST OF A POWER POLE AND 5 FEET SOUTHWEST OF A WHITE
 OM0680'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0680'ARMSTRONG 1953.
 OM0680'
 OM0680'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF THE CENTER OF THE
 OM0680'HIGHWAY, 9 FEET EAST OF THE POWER POLE AND 5 FEET SOUTH OF A
 OM0680'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 OM0680'STAMPED ARMSTRONG NO 1 1953.
 OM0680'
 OM0680'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTER OF HIGHWAY
 OM0680'B AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 OM0680'AND THE DISK IS STAMPED ARMSTRONG NO 2 1953.
 OM0680'
 OM0680'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF HIGHWAY B,
 OM0680'3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 OM0680'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 OM0680'ARMSTRONG 1953.
 OM0680'
 OM0680'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67
 OM0680'AND COUNTY HIGHWAYS G AND B, ABOUT 5 MILES NORTH OF DUNDEE AND
 OM0680'3/4 MILE EAST OF ARMSTRONG, GO WEST ON HIGHWAY B FOR 0.3
 OM0680'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 OM0680'WEST ON THE HIGHWAY FOR 0.3 MILE TO A FARM HOUSE ON THE
 OM0680'RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 OM0680'
 OM0680'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0680
 OM0680                          STATION RECOVERY (1960)
 OM0680
 OM0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 OM0680'ALL MARKS RECOVERED IN APPARENT GOOD CONDITION AND ESSENTIALLY
 OM0680'AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 OM0680'
 OM0680'NOTE--THE STATION WAS VISITED PRIMARILY TO ASCERTAIN IF ROAD
 OM0680'WORK WAS PLANNED IN THE VICINITY.  DISTANCES TO REFERENCE
 OM0680'MARKS WERE ONLY PACED, BUT ALL WERE CHECKED AS CLOSE AS MAY BE
 OM0680'EXPECTED FROM THE METHOD.
 OM0680
 OM0680                          STATION RECOVERY (1961)
 OM0680
 OM0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 OM0680'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OM0680'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 OM0680'MARK, SO IT WAS MOVED.  A DESCRIPTION AND TO REACH FOR THE AZIMUTH
 OM0680'MARK FOLLOW.
 OM0680'
 OM0680'AZIMUTH MARK (RESET) IS 0.4 MILE SOUTH-SOUTHEAST OF THE
 OM0680'STATION, 48 FEET NORTH OF THE CENTER OF CONCRETE DRIVEWAY TO M.L.
 OM0680'LANGLOIS LOG HOUSE, 20 FEET EAST OF THE CENTER OF NORTH-SOUTH
 OM0680'GRAVEL ROAD, 6 FEET WEST OF YARD FENCE, AND 4 FEET NORTHEAST OF A
 OM0680'MAILBOX.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 OM0680'STAMPED ARMSTRONG 1953 RESET 1961.  THE MARK IS DESCRIBED
 OM0680'BY NOTE 16A.
 OM0680'
 OM0680'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR
 OM0680'0.1 MILE TO THE JUNCTION OF COUNTY ROAD B AND A GRAVEL ROAD
 OM0680'SOUTH.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.35 MILE
 OM0680'TO A LOG HOUSE AND THE AZIMUTH MARK ON THE LEFT.
 OM0680
 OM0680                          STATION RECOVERY (2003)
 OM0680
 OM0680'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0680'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP6652 ***********************************************************************
 DP6652  DESIGNATION -  ARMSTRONG CREEK GPS
 DP6652  PID         -  DP6652
 DP6652  STATE/COUNTY-  WI/FOREST
 DP6652  COUNTRY     -  US
 DP6652  USGS QUAD   -  ARMSTRONG CREEK (2018)
 DP6652
 DP6652                         *CURRENT SURVEY CONTROL
 DP6652  ______________________________________________________________________
 DP6652* NAD 83(2011) POSITION- 45 39 22.30269(N) 088 29 52.70114(W)   ADJUSTED
 DP6652* NAD 83(2011) ELLIP HT-   423.565 (meters)        (03/10/15)   ADJUSTED
 DP6652* NAD 83(2011) EPOCH   -  2010.00
 DP6652* NAVD 88 ORTHO HEIGHT -   457.656 (meters)     1501.49  (feet) ADJUSTED
 DP6652  ______________________________________________________________________
 DP6652  GEOID HEIGHT    -        -34.091 (meters)                     GEOID18
 DP6652  NAD 83(2011) X  -    117,064.876 (meters)                     COMP
 DP6652  NAD 83(2011) Y  - -4,464,490.099 (meters)                     COMP
 DP6652  NAD 83(2011) Z  -  4,538,923.024 (meters)                     COMP
 DP6652  LAPLACE CORR    -         -8.30  (seconds)                    DEFLEC18
 DP6652  DYNAMIC HEIGHT  -        457.623 (meters)     1501.38  (feet) COMP
 DP6652  MODELED GRAVITY -    980,528.9   (mgal)                       NAVD 88
 DP6652
 DP6652  VERT ORDER      -  SECOND    CLASS I
 DP6652
 DP6652  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6652  Standards:
 DP6652         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6652            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6652  -------------------------------------------------------------------
 DP6652  NETWORK    0.32   0.43           0.14   0.12   0.22      0.00529700
 DP6652  -------------------------------------------------------------------
 DP6652  Click here for local accuracies and other accuracy information.
 DP6652
 DP6652.The horizontal coordinates were established by GPS observations
 DP6652.and adjusted by the WI DEPT OF TRANSP in March 2015.
 DP6652
 DP6652.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6652.been affixed to the stable North American tectonic plate. See 
 DP6652.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6652
 DP6652.The horizontal coordinates are valid at the epoch date displayed above
 DP6652.which is a decimal equivalence of Year/Month/Day.
 DP6652
 DP6652.The orthometric height was determined by differential leveling and
 DP6652.adjusted by the NATIONAL GEODETIC SURVEY
 DP6652.in February 2017.
 DP6652
 DP6652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6652.GEOID18 height accuracy estimate available here.
 DP6652
 DP6652.Click photographs - Photos may exist for this station.
 DP6652
 DP6652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6652
 DP6652.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6652
 DP6652.The ellipsoidal height was determined by GPS observations
 DP6652.and is referenced to NAD 83.
 DP6652
 DP6652.The dynamic height is computed by dividing the NAVD 88
 DP6652.geopotential number by the normal gravity value computed on the
 DP6652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6652.degrees latitude (g = 980.6199 gals.).
 DP6652
 DP6652.The modeled gravity was interpolated from observed gravity values.
 DP6652
 DP6652. The following values were computed from the NAD 83(2011) position.
 DP6652
 DP6652;                    North         East     Units Scale Factor Converg.
 DP6652;SPC WI N     -    55,514.913   717,061.785   MT  0.99998495   +1 05 00.7
 DP6652;SPC WI N     -   182,135.18  2,352,560.21   sFT  0.99998495   +1 05 00.7
 DP6652;UTM  16      - 5,056,940.767   383,292.509   MT  0.99976746   -1 04 17.1
 DP6652
 DP6652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6652!SPC WI N     -   0.99993360  x   0.99998495  =   0.99991855
 DP6652!UTM  16      -   0.99993360  x   0.99976746  =   0.99970108
 DP6652
 DP6652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8329256940(NAD 83)
 DP6652
 DP6652                          SUPERSEDED SURVEY CONTROL
 DP6652
 DP6652.No superseded survey control is available for this station.
 DP6652
 DP6652_MARKER: DD = SURVEY DISK
 DP6652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6652_STAMPING: ARMSTRONG CREEK GPS 2012
 DP6652_MARK LOGO: WIDT
 DP6652_PROJECTION: PROJECTING 5 CENTIMETERS
 DP6652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6652+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 DP6652
 DP6652  HISTORY     - Date     Condition        Report By
 DP6652  HISTORY     - 2012     MONUMENTED       WIDT
 DP6652  HISTORY     - 20140801 GOOD             WIDT
 DP6652
 DP6652                          STATION DESCRIPTION
 DP6652
 DP6652'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP6652'THE STATION IS APPROXIMATELY 7.0 MI (11.3 KM) SOUTHWEST OF FENCE, 6.0
 DP6652'MI (9.7 KM) EAST OF CAVOUR AND 2.5 MI (4.0 KM) WEST OF ARMSTRONG
 DP6652'CREEK.
 DP6652'
 DP6652'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP6652'HIGHWAY 101, LOCATED IN THE VILLAGE OF ARMSTRONG CREEK, GO WEST ON US
 DP6652'HIGHWAY 8 FOR 2.5 MI (4.0 KM) TO KISZONAS LANE ON THE LEFT.  TURN AND
 DP6652'GO SOUTH ON KISZONAS LANE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DP6652'RIGHT.
 DP6652'
 DP6652'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP6652'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP6652'INCH) DIAMETER CONCRETE POST, APPROXIMATELY LEVEL WITH THE ROAD GRADE.
 DP6652'THE STATION IS 5.7 M (18.7 FT) WEST OF THE CENTERLINE OF KISZONAS
 DP6652'LANE, 78.6 M (257.9 FT) SOUTH OF THE EXTENDED CENTERLINE OF THE
 DP6652'SOUTHERNMOST DRIVEWAY OF A PRIVATE RESIDENCE -7848-, 39.3 M (128.9 FT)
 DP6652'NORTHWEST OF A POWER POLE -3716 28R5- AND LOCATED BETWEEN TWO ORANGE
 DP6652'PLASTIC 4X4 GUARD POSTS.
 DP6652'
 DP6652'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DP6652'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8595 ***********************************************************************
 DP8595  DESIGNATION -  ARMSTRONG GPS
 DP8595  PID         -  DP8595
 DP8595  STATE/COUNTY-  WI/OCONTO
 DP8595  COUNTRY     -  US
 DP8595  USGS QUAD   -  HICKORY CORNERS (2018)
 DP8595
 DP8595                         *CURRENT SURVEY CONTROL
 DP8595  ______________________________________________________________________
 DP8595* NAD 83(1986) POSITION- 45 06 50.72   (N) 088 19 36.03   (W)   HD_HELD1
 DP8595* NAVD 88 ORTHO HEIGHT -   258.015 (meters)      846.50  (feet) ADJUSTED
 DP8595  ______________________________________________________________________
 DP8595  GEOID HEIGHT    -        -35.964 (meters)                     GEOID18
 DP8595  DYNAMIC HEIGHT  -        257.990 (meters)      846.42  (feet) COMP
 DP8595  MODELED GRAVITY -    980,513.8   (mgal)                       NAVD 88
 DP8595
 DP8595  VERT ORDER      -  SECOND    CLASS I
 DP8595
 DP8595.The horizontal coordinates were determined by differentially corrected
 DP8595.hand held GPS observations or other comparable positioning techniques
 DP8595.and have an estimated accuracy of +/- 3 meters.
 DP8595
 DP8595.The orthometric height was determined by differential leveling and
 DP8595.adjusted by the NATIONAL GEODETIC SURVEY
 DP8595.in February 2017.
 DP8595
 DP8595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8595.GEOID18 height accuracy estimate available here.
 DP8595
 DP8595.Click photographs - Photos may exist for this station.
 DP8595
 DP8595.The dynamic height is computed by dividing the NAVD 88
 DP8595.geopotential number by the normal gravity value computed on the
 DP8595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8595.degrees latitude (g = 980.6199 gals.).
 DP8595
 DP8595.The modeled gravity was interpolated from observed gravity values.
 DP8595
 DP8595;                    North         East    Units  Estimated Accuracy
 DP8595;SPC WI C     -   143,674.0     731,658.3     MT  (+/- 3 meters HH1 GPS) 
 DP8595
 DP8595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9564596480(NAD 83)
 DP8595
 DP8595                          SUPERSEDED SURVEY CONTROL
 DP8595
 DP8595.No superseded survey control is available for this station.
 DP8595
 DP8595_MARKER: DD = SURVEY DISK
 DP8595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8595_STAMPING: ARMSTRONG GPS 1995
 DP8595_MARK LOGO: WI-083
 DP8595_PROJECTION: RECESSED 35 CENTIMETERS
 DP8595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8595+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2014
 DP8595
 DP8595  HISTORY     - Date     Condition        Report By
 DP8595  HISTORY     - 1995     MONUMENTED       WI-083
 DP8595  HISTORY     - 20140915 GOOD             WIDT
 DP8595
 DP8595                          STATION DESCRIPTION
 DP8595
 DP8595'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8595'THE STATION IS APPROXIMATELY 17.8 MI (28.6 KM) SOUTHWEST OF CRIVITZ,
 DP8595'8.7 MI (14.0 KM) SOUTHEAST OF MOUNTAIN AND 8.3 MI (13.4 KM)
 DP8595'NORTH-NORTHEAST OF SURING.
 DP8595'
 DP8595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DP8595'HIGHWAY 64 EAST ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF THE COMMUNITY OF
 DP8595'MOUNTAIN, GO EAST ON STATE HIGHWAY 64 FOR 3.6 MI (5.8 KM) TO PIPELINE
 DP8595'ROAD ON THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY 64 FOR 1.5 MI (2.4
 DP8595'KM) TO A GATED ACCESS DRIVEWAY ON THE RIGHT AND THE STATION ON THE
 DP8595'LEFT.
 DP8595'
 DP8595'THE SURVEY DISK IS LOCATED BENEATH A REMOVABLE 24 INCH DIAMETER COVER
 DP8595'FOR A CONCRETE RISER, WHICH IS ABOUT LEVEL WITH SHOULDER OF THE
 DP8595'HIGHWAY.  THE STATION IS 7.4 M (24.3 FT) NORTH OF THE CENTERLINE OF
 DP8595'STATE HIGHWAY 64, 3.8 M (12.5 FT) SOUTH OF A STEEL -SURVEY MARKER-
 DP8595'POST, 3 M (9.8 FT) WEST OF THE CENTER OF AN ACCESS DRIVE NORTH AND 0.4
 DP8595'M (1.3 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 DP8595'
 DP8595'NOTE-THIS STATION IS OBSTRUCTED BY A TREE LINE TO THE NORTH EXTENDING
 DP8595'TO 50 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE OCONTO
 DP8595'COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A CONCRETE POST,
 DP8595'WHICH IS RECESSED ABOUT 35 CM (14 INCHES) BELOW THE SURROUNDING GRADE
 DP8595'AND IS APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0430 ***********************************************************************
 PN0430  DESIGNATION -  ARNOTT
 PN0430  PID         -  PN0430
 PN0430  STATE/COUNTY-  WI/PORTAGE
 PN0430  COUNTRY     -  US
 PN0430  USGS QUAD   -  ARNOTT (2018)
 PN0430
 PN0430                         *CURRENT SURVEY CONTROL
 PN0430  ______________________________________________________________________
 PN0430* NAD 83(1991) POSITION- 44 27 24.97937(N) 089 27 05.65037(W)   ADJUSTED
 PN0430* NAVD 88 ORTHO HEIGHT -   345.807 (meters)     1134.54  (feet) ADJUSTED
 PN0430  ______________________________________________________________________
 PN0430  GEOID HEIGHT    -        -35.964 (meters)                     GEOID18
 PN0430  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 PN0430  DYNAMIC HEIGHT  -        345.742 (meters)     1134.32  (feet) COMP
 PN0430  MODELED GRAVITY -    980,420.9   (mgal)                       NAVD 88
 PN0430
 PN0430  HORZ ORDER      -  FIRST
 PN0430  VERT ORDER      -  FIRST     CLASS II
 PN0430
 PN0430.The horizontal coordinates were established by classical geodetic methods
 PN0430.and adjusted by the National Geodetic Survey in November 1991.
 PN0430
 PN0430.The orthometric height was determined by differential leveling and
 PN0430.adjusted by the NATIONAL GEODETIC SURVEY
 PN0430.in June 1991.
 PN0430
 PN0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0430.GEOID18 height accuracy estimate available here.
 PN0430
 PN0430.Click photographs - Photos may exist for this station.
 PN0430
 PN0430.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0430
 PN0430.The dynamic height is computed by dividing the NAVD 88
 PN0430.geopotential number by the normal gravity value computed on the
 PN0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0430.degrees latitude (g = 980.6199 gals.).
 PN0430
 PN0430.The modeled gravity was interpolated from observed gravity values.
 PN0430
 PN0430. The following values were computed from the NAD 83(1991) position.
 PN0430
 PN0430;                    North         East     Units Scale Factor Converg.
 PN0430;SPC WI C     -    69,441.174   643,646.766   MT  0.99996731   +0 23 13.1
 PN0430;SPC WI C     -   227,824.92  2,111,697.76   sFT  0.99996731   +0 23 13.1
 PN0430;UTM  16      - 4,925,549.378   304,961.128   MT  1.00006783   -1 43 03.2
 PN0430
 PN0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0430!SPC WI C     -   0.99995142  x   0.99996731  =   0.99991873
 PN0430!UTM  16      -   0.99995142  x   1.00006783  =   1.00001925
 PN0430
 PN0430:                Primary Azimuth Mark                     Grid Az
 PN0430:SPC WI C     -  BADGER                                   084 33 37.2
 PN0430:UTM  16      -  BADGER                                   086 39 53.5
 PN0430
 PN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0496125549(NAD 83)
 PN0430
 PN0430|---------------------------------------------------------------------|
 PN0430| PID    Reference Object                     Distance      Geod. Az  |
 PN0430|                                                           dddmmss.s |
 PN0430| PN1088 BADGER                              APPROX. 1.6 KM 0845650.3 |
 PN0430|---------------------------------------------------------------------|
 PN0430
 PN0430                          SUPERSEDED SURVEY CONTROL
 PN0430
 PN0430  NAD 83(1986)-  44 27 24.97744(N)    089 27 05.66112(W) AD(       ) 1
 PN0430  NAD 27      -  44 27 25.08735(N)    089 27 05.24700(W) AD(       ) 1
 PN0430  NGVD 29 (??/??/92)  345.815  (m)         1134.56   (f) ADJ UNCH    1 2
 PN0430  NGVD 29             345.81   (m)         1134.5    (f) LEVELING    3  
 PN0430
 PN0430.Superseded values are not recommended for survey control.
 PN0430
 PN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0430.See file dsdata.pdf to determine how the superseded data were derived.
 PN0430
 PN0430_MARKER: DE = TRAVERSE STATION DISK
 PN0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0430_STAMPING: 1134.561 ARNOTT 1926
 PN0430_MARK LOGO: CGS
 PN0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0430+STABILITY: SURFACE MOTION
 PN0430
 PN0430  HISTORY     - Date     Condition        Report By
 PN0430  HISTORY     - 1926     MONUMENTED       CGS
 PN0430  HISTORY     - 1926     GOOD             CGS
 PN0430  HISTORY     - 1930     GOOD             CGS
 PN0430  HISTORY     - 1934     GOOD             CGS
 PN0430  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0430  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0430
 PN0430                          STATION DESCRIPTION
 PN0430
 PN0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0430'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ABOUT 435
 PN0430'METERS W OF DEPOT AT ARNOTT, ON FIRST CURVE W OF THIS STATION
 PN0430'AT POINT OF INTERSECTION OF TANGENTS ON S RAIL.
 PN0430'
 PN0430'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 PN0430
 PN0430                          STATION RECOVERY (1926)
 PN0430
 PN0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926
 PN0430'AT ARNOTT.
 PN0430'AT ARNOTT, PORTAGE COUNTY, 1,427 FEET WEST OF THE GREEN BAY
 PN0430'AND WESTERN RAILROAD STATION, AT THE FIRST CURVE WEST OF THE
 PN0430'STATION, AND AT THE INTERSECTION OF LINES DEFINED BY THE SOUTH
 PN0430'RAIL OF THE TANGENTS.  A STANDARD TRAVERSE-STATION DISK, STAMPED
 PN0430'1134.561 ARNOTT 1926 AND SET IN THE TOP OF A CONCRETE POST.
 PN0430
 PN0430                          STATION RECOVERY (1930)
 PN0430
 PN0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0430'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 PN0430'DESCRIPTION IS ADEQUATE.
 PN0430
 PN0430                          STATION RECOVERY (1934)
 PN0430
 PN0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0430'RECOVERED IN GOOD CONDITION.
 PN0430
 PN0430                          STATION RECOVERY (1985)
 PN0430
 PN0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0430'MARK NOT FOUND.
 PN0430
 PN0430                          STATION RECOVERY (2004)
 PN0430
 PN0430'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0430'NOT FOUND.  RAILROAD HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1090 ***********************************************************************
 PN1090  DESIGNATION -  ARNOTT MAST
 PN1090  PID         -  PN1090
 PN1090  STATE/COUNTY-  WI/PORTAGE
 PN1090  COUNTRY     -  US
 PN1090  USGS QUAD   -  ARNOTT (2018)
 PN1090
 PN1090                         *CURRENT SURVEY CONTROL
 PN1090  ______________________________________________________________________
 PN1090* NAD 83(1991) POSITION- 44 26 51.24941(N) 089 24 23.25412(W)   ADJUSTED
 PN1090  ______________________________________________________________________
 PN1090  GEOID HEIGHT    -        -36.022 (meters)                     GEOID18
 PN1090  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 PN1090  HORZ ORDER      -  THIRD
 PN1090
 PN1090.The horizontal coordinates were established by classical geodetic methods
 PN1090.and adjusted by the National Geodetic Survey in November 1991.
 PN1090
 PN1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1090.GEOID18 height accuracy estimate available here.
 PN1090
 PN1090.Click photographs - Photos may exist for this station.
 PN1090
 PN1090.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1090
 PN1090. The following values were computed from the NAD 83(1991) position.
 PN1090
 PN1090;                    North         East     Units Scale Factor Converg.
 PN1090;SPC WI C     -    68,425.337   647,244.393   MT  0.99996852   +0 25 07.6
 PN1090;SPC WI C     -   224,492.13  2,123,500.98   sFT  0.99996852   +0 25 07.6
 PN1090;UTM  16      - 4,924,402.010   308,519.350   MT  1.00005092   -1 41 08.3
 PN1090
 PN1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0851924402(NAD 83)
 PN1090
 PN1090                          SUPERSEDED SURVEY CONTROL
 PN1090
 PN1090  NAD 83(1986)-  44 26 51.24796(N)    089 24 23.26366(W) AD(       ) 3
 PN1090  NAD 27      -  44 26 51.34897(N)    089 24 22.85411(W) AD(       ) 3
 PN1090
 PN1090.Superseded values are not recommended for survey control.
 PN1090
 PN1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1090.See file dsdata.pdf to determine how the superseded data were derived.
 PN1090
 PN1090_MARKER: 41 = ANTENNA MAST
 PN1090_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1090
 PN1090  HISTORY     - Date     Condition        Report By
 PN1090  HISTORY     - 1980     FIRST OBSERVED   NGS
 PN1090  HISTORY     - 20040111 GOOD             USPSQD
 PN1090
 PN1090                          STATION DESCRIPTION
 PN1090
 PN1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1090'THE STATION, IS THE LIGHT TOP CENTER OF THE ARNOTT MAST.  IT
 PN1090'IS A GUYED MAST OF TRUSS WORK CONSTRUCTION, PAINTED RED AND
 PN1090'WHITE IN COLOR AND APPROXIMATELY 177 FEET IN HEIGHT.
 PN1090'OWNERSHIP--UNKNOWN, SEARCHED FOR BUT NOT FOUND.
 PN1090'
 PN1090'THE STATION IS LOCATED JUST EAST OF THE SMALL COMMUNITY OF
 PN1090'ARNOTT AND JUST WEST OF AMHERST.
 PN1090'
 PN1090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 PN1090'COUNTY ROUTE B, ON THE EAST SIDE OF PLOVER, GO WEST ON ROUTE B
 PN1090'FOR 3.45 MILES TO THE JUNCTION OF COUNTY ROUTE J.  CONTINUE WEST
 PN1090'ON ROUTE B FOR 2 MILES TO THE JUNCTION OF TOWER ROAD.  TURN
 PN1090'RIGHT AND GO SOUTH FOR 0.1 MILE TO THE MAST ON THE RIGHT.  IT IS
 PN1090'LOCATED 132 FEET WEST OF TOWER ROAD AND 111 FEET WEST OF A
 PN1090'NORTH-SOUTH FENCELINE.
 PN1090
 PN1090                          STATION RECOVERY (2004)
 PN1090
 PN1090'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1090'RECOVERED IN GOOD CONDITION.  CORRECTION TO 1980 DESCRIPTION-- THE
 PN1090'STATION IS EAST (NOT WEST) OF HIGHWAY 51 AND EAST (NOT WEST) OF COUNTY
 PN1090'ROUTE J.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0123 ***********************************************************************
 PM0123  DESIGNATION -  ARP
 PM0123  PID         -  PM0123
 PM0123  STATE/COUNTY-  WI/MANITOWOC
 PM0123  COUNTRY     -  US
 PM0123  USGS QUAD   -  MISHICOT (2018)
 PM0123
 PM0123                         *CURRENT SURVEY CONTROL
 PM0123  ______________________________________________________________________
 PM0123* NAD 83(1994) POSITION- 44 07 43.23992(N) 087 40 50.31115(W)   ADJUSTED
 PM0123* NAVD 88 ORTHO HEIGHT -   197.860 (meters)      649.15  (feet) ADJUSTED
 PM0123  ______________________________________________________________________
 PM0123  GEOID HEIGHT    -        -36.180 (meters)                     GEOID18
 PM0123  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 PM0123  DYNAMIC HEIGHT  -        197.828 (meters)      649.04  (feet) COMP
 PM0123  MODELED GRAVITY -    980,454.5   (mgal)                       NAVD 88
 PM0123
 PM0123  HORZ ORDER      -  THIRD
 PM0123  VERT ORDER      -  FIRST     CLASS 0
 PM0123
 PM0123.This mark is at Manitowoc Airport (MTW)
 PM0123
 PM0123.The horizontal coordinates were established by classical geodetic methods
 PM0123.and adjusted by the National Geodetic Survey in February 1997.
 PM0123
 PM0123.The orthometric height was determined by differential leveling and
 PM0123.adjusted by the NATIONAL GEODETIC SURVEY
 PM0123.in June 1991.
 PM0123
 PM0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0123.GEOID18 height accuracy estimate available here.
 PM0123
 PM0123.Click photographs - Photos may exist for this station.
 PM0123
 PM0123.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0123
 PM0123.The dynamic height is computed by dividing the NAVD 88
 PM0123.geopotential number by the normal gravity value computed on the
 PM0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0123.degrees latitude (g = 980.6199 gals.).
 PM0123
 PM0123.The modeled gravity was interpolated from observed gravity values.
 PM0123
 PM0123. The following values were computed from the NAD 83(1994) position.
 PM0123
 PM0123;                    North         East     Units Scale Factor Converg.
 PM0123;SPC WI S     -   239,066.285   785,602.868   MT  1.00001319   +1 35 37.1
 PM0123;SPC WI S     -   784,336.64  2,577,432.08   sFT  1.00001319   +1 35 37.1
 PM0123;UTM  16      - 4,886,390.157   445,548.171   MT  0.99963647   -0 28 26.1
 PM0123
 PM0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0123!SPC WI S     -   0.99997465  x   1.00001319  =   0.99998784
 PM0123!UTM  16      -   0.99997465  x   0.99963647  =   0.99961113
 PM0123
 PM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4554886390(NAD 83)
 PM0123
 PM0123                          SUPERSEDED SURVEY CONTROL
 PM0123
 PM0123  NAD 83(1991)-  44 07 43.24307(N)    087 40 50.31770(W) AD(       ) 3
 PM0123  NAD 83(1986)-  44 07 43.23036(N)    087 40 50.30913(W) AD(       ) 3
 PM0123  NAD 27      -  44 07 43.24897(N)    087 40 50.00591(W) AD(       ) 3
 PM0123  NGVD 29 (??/??/92)  197.87   (m)          649.2    (f) COMPUTED    1 0
 PM0123
 PM0123.Superseded values are not recommended for survey control.
 PM0123
 PM0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0123.See file dsdata.pdf to determine how the superseded data were derived.
 PM0123
 PM0123_MARKER: DT = TOPOGRAPHIC STATION DISK
 PM0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0123_STAMPING: ARP 1965
 PM0123_MARK LOGO: CGS
 PM0123_PROJECTION: FLUSH
 PM0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0123+STABILITY: SURFACE MOTION
 PM0123
 PM0123  HISTORY     - Date     Condition        Report By
 PM0123  HISTORY     - 1965     MONUMENTED       CGS
 PM0123  HISTORY     - 1972     GOOD             NGS
 PM0123  HISTORY     - 1983     MARK NOT FOUND   NGS
 PM0123  HISTORY     - 1983     MARK NOT FOUND   USGS
 PM0123
 PM0123                          STATION DESCRIPTION
 PM0123
 PM0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (VES)
 PM0123'THE STATION IS LOCATED ALONG A FENCE ABOUT 650 FT. SE OF THE
 PM0123'INTERSECTION OF RUNWAYS 7-25 AND 17-35--272 FT. S OF A FENCE CORNER,
 PM0123'200 FT. N OF A T-INTERSECTION IN THE FENCE, 3 FT. W OF A FENCE POST
 PM0123'MARKED WITH A TBM DISK NEAR THE TOP.  THE MARK IS A STANDARD TOPO.
 PM0123'DISK STAMPED, ARP, 1965, SET IN A 10-INCH SQUARE CONCRETE POST
 PM0123'FLUSH WITH THE GROUND.
 PM0123
 PM0123                          STATION RECOVERY (1972)
 PM0123
 PM0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0123'AT MANITOWOC.
 PM0123'AT MANITOWOC, AT THE MANITOWOC-SHEBOYGAN AIRPORT, ABOUT 0.75
 PM0123'MILE NORTHEAST OF THE OFFICE BUILDING AND HANGAR, 0.15 MILE
 PM0123'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF RUNWAYS 7-25 AND
 PM0123'17-35, 520 FEET SOUTH OF THE CENTER LINE OF RUNWAY 7-25, 192
 PM0123'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONTROL BUILDING WITH
 PM0123'A WHITE DOME, 270 FEET SOUTH OF A FENCE CORNER POST, 3 FEET WEST
 PM0123'OF A POST IN A FENCE LINE WITH A C AND GS COPPER NAIL AND WASHER
 PM0123'IN THE TOP, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PM0123'LEVEL OF THE GROUND.  SEC 12, T 19 N, R 23 E.
 PM0123
 PM0123                          STATION RECOVERY (1983)
 PM0123
 PM0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 PM0123'STATION WAS SEARCHED FOR AND NOT FOUND.  THE AREA APPEARS TO HAVE
 PM0123'BEEN PLOWED AND THE FENCE LINE HAS BEEN REMOVED.
 PM0123'
 PM0123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE MANITOWOC
 PM0123'COUNTY AIRPORT.
 PM0123
 PM0123                          STATION RECOVERY (1983)
 PM0123
 PM0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PM0123'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0054 ***********************************************************************
 PN0054  DESIGNATION -  ARP
 PN0054  PID         -  PN0054
 PN0054  STATE/COUNTY-  WI/BROWN
 PN0054  COUNTRY     -  US
 PN0054  USGS QUAD   -  ONEIDA SOUTH (2018)
 PN0054
 PN0054                         *CURRENT SURVEY CONTROL
 PN0054  ______________________________________________________________________
 PN0054* NAD 83(1986) POSITION- 44 29 16.7    (N) 088 07 49.2    (W)   HD_HELD2
 PN0054* NAVD 88 ORTHO HEIGHT -   209.062 (meters)      685.90  (feet) ADJUSTED
 PN0054  ______________________________________________________________________
 PN0054  GEOID HEIGHT    -        -36.235 (meters)                     GEOID18
 PN0054  DYNAMIC HEIGHT  -        209.035 (meters)      685.81  (feet) COMP
 PN0054  MODELED GRAVITY -    980,485.2   (mgal)                       NAVD 88
 PN0054
 PN0054  VERT ORDER      -  SECOND    CLASS 0
 PN0054
 PN0054.This mark is at Austin Straubel Intl Airport (GRB)
 PN0054
 PN0054.The horizontal coordinates were established by autonomous hand held GPS
 PN0054.observations and have an estimated accuracy of +/- 10 meters.
 PN0054
 PN0054.The orthometric height was determined by differential leveling and
 PN0054.adjusted by the NATIONAL GEODETIC SURVEY
 PN0054.in June 1991.
 PN0054
 PN0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0054.GEOID18 height accuracy estimate available here.
 PN0054
 PN0054.Click photographs - Photos may exist for this station.
 PN0054
 PN0054.The dynamic height is computed by dividing the NAVD 88
 PN0054.geopotential number by the normal gravity value computed on the
 PN0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0054.degrees latitude (g = 980.6199 gals.).
 PN0054
 PN0054.The modeled gravity was interpolated from observed gravity values.
 PN0054
 PN0054;                    North         East    Units  Estimated Accuracy
 PN0054;SPC WI C     -    74,454.      748,706.      MT  (+/- 10 meters HH2 GPS)
 PN0054
 PN0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1012226694(NAD 83)
 PN0054
 PN0054                          SUPERSEDED SURVEY CONTROL
 PN0054
 PN0054  NGVD 29 (??/??/92)  209.094  (m)          686.00   (f) ADJ UNCH    2 0
 PN0054
 PN0054.Superseded values are not recommended for survey control.
 PN0054
 PN0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0054.See file dsdata.pdf to determine how the superseded data were derived.
 PN0054
 PN0054_MARKER: DT = TOPOGRAPHIC STATION DISK
 PN0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0054_STAMPING: ARP 1962
 PN0054_MARK LOGO: CGS
 PN0054_PROJECTION: FLUSH
 PN0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0054+STABILITY: SURFACE MOTION
 PN0054
 PN0054  HISTORY     - Date     Condition        Report By
 PN0054  HISTORY     - 1962     MONUMENTED       CGS
 PN0054  HISTORY     - 1969     GOOD             CGS
 PN0054  HISTORY     - 1985     GOOD             NGS
 PN0054  HISTORY     - 19940523 MARK NOT FOUND   WI-009
 PN0054
 PN0054                          STATION DESCRIPTION
 PN0054
 PN0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 PN0054'4 MI W FROM GREEN BAY.
 PN0054'4 MILES WEST.  THE MARK IS LOCATED IN A GRASS AREA NEAR THE CENTER
 PN0054'OF AUSTIN STRAUBEL AIRPORT.  IT IS APPROX. 1,800 FEET SOUTHWEST OF
 PN0054'THE AIRPORT BEACON, 357.9 FEET SOUTHWEST OF AN OBSTRUCTION LIGHTED
 PN0054'WIND ANNEMOMETER, AND 60.1 FEET EAST OF THE CENTER TAXIWAY.  A
 PN0054'STANDARD TOPOGRAPHIC STATION DISK STAMPED ARP 1962 SET IN THE TOP
 PN0054'OF A CONCRETE POST FLUSH WITH THE GROUND.
 PN0054
 PN0054                          STATION RECOVERY (1985)
 PN0054
 PN0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0054'RECOVERED IN GOOD CONDITION.
 PN0054
 PN0054                          STATION RECOVERY (1994)
 PN0054
 PN0054'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1173 ***********************************************************************
 PN1173  DESIGNATION -  ARP
 PN1173  PID         -  PN1173
 PN1173  STATE/COUNTY-  WI/PORTAGE
 PN1173  COUNTRY     -  US
 PN1173  USGS QUAD   -  STEVENS POINT (2018)
 PN1173
 PN1173                         *CURRENT SURVEY CONTROL
 PN1173  ______________________________________________________________________
 PN1173* NAD 83(1991) POSITION- 44 32 40.51794(N) 089 31 51.38420(W)   ADJUSTED
 PN1173* NAVD 88 ORTHO HEIGHT -   336.6   (meters)     1104.    (feet) VERTCON3
 PN1173  ______________________________________________________________________
 PN1173  GEOID HEIGHT    -        -35.902 (meters)                     GEOID18
 PN1173  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 PN1173  HORZ ORDER      -  SECOND
 PN1173
 PN1173.This mark is at Stevens Point Airport (STE)
 PN1173
 PN1173.The horizontal coordinates were established by classical geodetic methods
 PN1173.and adjusted by the National Geodetic Survey in November 1991.
 PN1173
 PN1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1173
 PN1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1173.GEOID18 height accuracy estimate available here.
 PN1173
 PN1173.Click photographs - Photos may exist for this station.
 PN1173
 PN1173.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1173
 PN1173. The following values were computed from the NAD 83(1991) position.
 PN1173
 PN1173;                    North         East     Units Scale Factor Converg.
 PN1173;SPC WI C     -    79,140.870   637,273.893   MT  0.99995736   +0 19 51.4
 PN1173;SPC WI C     -   259,648.00  2,090,789.43   sFT  0.99995736   +0 19 51.4
 PN1173;UTM  16      - 4,935,477.877   298,948.232   MT  1.00009711   -1 46 33.4
 PN1173
 PN1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1173!SPC WI C     -   0.99995286  x   0.99995736  =   0.99991022
 PN1173!UTM  16      -   0.99995286  x   1.00009711  =   1.00004996
 PN1173
 PN1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9894835477(NAD 83)
 PN1173
 PN1173                          SUPERSEDED SURVEY CONTROL
 PN1173
 PN1173  NAD 83(1986)-  44 32 40.51528(N)    089 31 51.39420(W) AD(       ) 2
 PN1173  NAD 27      -  44 32 40.62807(N)    089 31 50.96848(W) AD(       ) 2
 PN1173  NGVD 29 (07/19/86)  336.6    (m)         1104.     (f) VERT ANG       
 PN1173
 PN1173.Superseded values are not recommended for survey control.
 PN1173
 PN1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1173.See file dsdata.pdf to determine how the superseded data were derived.
 PN1173
 PN1173_MARKER: DT = TOPOGRAPHIC STATION DISK
 PN1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1173_STAMPING: ARP 1967
 PN1173_MARK LOGO: CGS
 PN1173_PROJECTION: RECESSED 20 CENTIMETERS
 PN1173_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1173+STABILITY: SURFACE MOTION
 PN1173
 PN1173  HISTORY     - Date     Condition        Report By
 PN1173  HISTORY     - 1967     MONUMENTED       CGS
 PN1173  HISTORY     - 1980     GOOD             NGS
 PN1173  HISTORY     - 19840531 GOOD             NGS
 PN1173
 PN1173                          STATION DESCRIPTION
 PN1173
 PN1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1173'THE STATION WAS RECOVERED AS DESCRIBED BY D.L.WRIGHT 1967.  A
 PN1173'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PN1173'POINT, USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PN1173'THE STATION IS LOCATED AT THE EAST EDGE OF STEVENS
 PN1173'POINT, AT THE STEVENS POINT MUNICIPAL AIRPORT.
 PN1173'OWNERSHIP--STEVENS POINT MUNICIPAL AIRPORT, MR. FRANK
 PN1173'KIRSENLOHR-MANAGER, GAVE PERMISSION FOR THE STATION,
 PN1173'(PHONE NUMBER 715-344-8882).
 PN1173'
 PN1173'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 PN1173'STATE HIGHWAY 66 AT THE EAST EDGE OF STEVENS POINT, GO
 PN1173'NORTHEAST ON STATE HIGHWAY 66 FOR 0.4 MILE TO THE ENTRANCE TO
 PN1173'THE AIRPORT ON THE RIGHT.  TURN RIGHT AND GO EASTERLY FOR 0.2
 PN1173'MILE TO THE AIRPORT OFFICE.  HERE OBTAIN PERMISSION
 PN1173'TO ENTER ONTO THE RUNWAYS AND GO EAST AND SOUTHEAST ACROSS
 PN1173'THE RUNWAYS FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 PN1173'
 PN1173'THE STATION IS A STANDARD TOPOGRAPHIC DISK
 PN1173'STAMPED---ARP 1967---,
 PN1173'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1173'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 PN1173'30.5 METERS (100 FT) SOUTHEAST FROM SOUTHEAST EDGE OF
 PN1173'RUNWAY 3-21,
 PN1173'16.0 METERS (52.5 FT) SOUTHWEST FROM SOUTHWEST EDGE OF
 PN1173'RUNWAY 12-30.
 PN1173'
 PN1173'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 PN1173'MARKS ESTIBLISHED.
 PN1173'
 PN1173'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PN1173
 PN1173                          STATION RECOVERY (1984)
 PN1173
 PN1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PN1173'THE STATION IS LOCATED IN THE SE CORNER OF THE INTERSECTION OF THE TWO
 PN1173'RUNWAYS 3-21 AND 12-30.  IT IS 100.0 FT (30.5 M) SE OF THE SE EDGE OF
 PN1173'RUNWAY 3-21, AND 52.5 FT (16.0 M) SW OF THE SW EDGE OF RUNWAY 12-30.
 PN1173'THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH
 PN1173'CONCRETE CYLINDER ABOUT 6 INCHES BELOW THE GROUND.  THE DISK IS
 PN1173'STAMPED---ARP 1967---.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1350 ***********************************************************************
 PN1350  DESIGNATION -  ARP
 PN1350  PID         -  PN1350
 PN1350  STATE/COUNTY-  WI/WAUPACA
 PN1350  COUNTRY     -  US
 PN1350  USGS QUAD   -  BEAR CREEK (2018)
 PN1350
 PN1350                         *CURRENT SURVEY CONTROL
 PN1350  ______________________________________________________________________
 PN1350* NAD 83(1997) POSITION- 44 36 49.47295(N) 088 43 52.29173(W)   ADJUSTED
 PN1350* NAD 83(1997) ELLIP HT-   211.610 (meters)        (09/30/02)   ADJUSTED
 PN1350* NAVD 88 ORTHO HEIGHT -   247.968 (meters)      813.54  (feet) ADJUSTED
 PN1350  ______________________________________________________________________
 PN1350  GEOID HEIGHT    -        -36.378 (meters)                     GEOID18
 PN1350  NAD 83(1997) X  -    100,706.456 (meters)                     COMP
 PN1350  NAD 83(1997) Y  - -4,546,875.737 (meters)                     COMP
 PN1350  NAD 83(1997) Z  -  4,457,043.081 (meters)                     COMP
 PN1350  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 PN1350  DYNAMIC HEIGHT  -        247.931 (meters)      813.42  (feet) COMP
 PN1350  MODELED GRAVITY -    980,464.5   (mgal)                       NAVD 88
 PN1350
 PN1350  HORZ ORDER      -  THIRD
 PN1350  VERT ORDER      -  SECOND    CLASS I
 PN1350  ELLP ORDER      -  FOURTH    CLASS I
 PN1350
 PN1350.This mark is at Clintonville Airport (CLI)
 PN1350
 PN1350.The horizontal coordinates were established by GPS observations
 PN1350.and adjusted by the National Geodetic Survey in September 2002.
 PN1350
 PN1350.The orthometric height was determined by differential leveling and
 PN1350.adjusted by the WI DEPT OF TRANSP
 PN1350.in May 2012.
 PN1350
 PN1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1350.GEOID18 height accuracy estimate available here.
 PN1350
 PN1350.Click photographs - Photos may exist for this station.
 PN1350
 PN1350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1350
 PN1350.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1350
 PN1350.The ellipsoidal height was determined by GPS observations
 PN1350.and is referenced to NAD 83.
 PN1350
 PN1350.The dynamic height is computed by dividing the NAVD 88
 PN1350.geopotential number by the normal gravity value computed on the
 PN1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN1350.degrees latitude (g = 980.6199 gals.).
 PN1350
 PN1350.The modeled gravity was interpolated from observed gravity values.
 PN1350
 PN1350. The following values were computed from the NAD 83(1997) position.
 PN1350
 PN1350;                    North         East     Units Scale Factor Converg.
 PN1350;SPC WI C     -    87,504.270   700,702.333   MT  0.99995114   +0 53 42.9
 PN1350;SPC WI C     -   287,086.93  2,298,887.57   sFT  0.99995114   +0 53 42.9
 PN1350;UTM  16      - 4,941,501.189   362,641.645   MT  0.99983202   -1 12 57.8
 PN1350
 PN1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1350!SPC WI C     -   0.99996682  x   0.99995114  =   0.99991796
 PN1350!UTM  16      -   0.99996682  x   0.99983202  =   0.99979885
 PN1350
 PN1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6264141501(NAD 83)
 PN1350
 PN1350|---------------------------------------------------------------------|
 PN1350| PID    Reference Object                     Distance      Geod. Az  |
 PN1350|                                                           dddmmss.s |
 PN1350| PN1351 CLINTONVILLE GPS AZ MK              223.123 METERS 35551     |
 PN1350|---------------------------------------------------------------------|
 PN1350
 PN1350                          SUPERSEDED SURVEY CONTROL
 PN1350
 PN1350  NAD 83(1991)-  44 36 49.47202(N)    088 43 52.29045(W) AD(       ) 3
 PN1350  ELLIP H (08/19/91)  211.673  (m)                       GP(       ) 4 1
 PN1350  NAVD 88 (07/08/08)  247.944  (m)          813.46   (f) SUPERSEDED  2 1
 PN1350  NGVD 29 (08/19/91)  247.9    (m)  UNKNOWN  model used  GPS OBS        
 PN1350
 PN1350.Superseded values are not recommended for survey control.
 PN1350
 PN1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1350.See file dsdata.pdf to determine how the superseded data were derived.
 PN1350
 PN1350_MARKER: DT = TOPOGRAPHIC STATION DISK
 PN1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1350_STAMPING: ARP 1965
 PN1350_MARK LOGO: CGS
 PN1350_PROJECTION: RECESSED 15 CENTIMETERS
 PN1350_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1350+STABILITY: SURFACE MOTION
 PN1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1350+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 PN1350
 PN1350  HISTORY     - Date     Condition        Report By
 PN1350  HISTORY     - 1965     MONUMENTED       CGS
 PN1350  HISTORY     - 19850819 GOOD             NGS
 PN1350  HISTORY     - 19900809 GOOD             NGS
 PN1350  HISTORY     - 20051207 GOOD             WIDT
 PN1350  HISTORY     - 20101026 GOOD             WIDT
 PN1350  HISTORY     - 20120627 GOOD             WIDT
 PN1350
 PN1350                          STATION DESCRIPTION
 PN1350
 PN1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN1350'THE STATION IS LOCATED NEAR THE INTERSECTION OF THE RUNWAYS, 189.3 FT
 PN1350'(57.7 M) NE OF THE RUNWAY LIGHT IN THE GRASS ISLAND N OF THE RUNWAY
 PN1350'INTERSECTION, 100 FT (30.5 M) NW OF THE NW EDGE OF RUNWAY 4-22, AND 50
 PN1350'FT (15.2 M) NE OF THE N EDGE OF THE TAXIWAY.  THE STATION IS MARKED
 PN1350'WITH A STANDARD USCGS TOPOGRAPHIC DISK, STAMPED---ARP 1965---, SET IN
 PN1350'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PN1350
 PN1350                          STATION RECOVERY (1990)
 PN1350
 PN1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PN1350'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST OF CLINTONVILLE, AT
 PN1350'THE CLINTONVILLE MUNICIPAL AIRPORT AND IN THE GRASSY AREA NORTHEAST
 PN1350'OF THE TRAFFIC CIRCLE OF THE TAXIWAY AT JUNCTION OF RUNWAYS 14-32 AND
 PN1350'RUNWAYS 4-22.  OWNERSHIP--CITY OF CLINTONVILLE, CITY HALL, 50 10TH
 PN1350'STREET, CLINTONVILLE, WI 54929, PHONE 715-823-5819.  AIRPORT MANAGER
 PN1350'IS HERBERT BEHL, PHONE 715-823-6584.
 PN1350'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45, STATE
 PN1350'HIGHWAY 22 AND COUNTY ROAD C IN CLINTONVILLE, GO NORTH ON COMBINED
 PN1350'HIGHWAYS 45 AND 22 FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF 7TH
 PN1350'STREET ON THE RIGHT, TURN RIGHT, EAST, ON 7TH STREET FOR 2.6 KM
 PN1350'(1.6 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT, TURN RIGHT,
 PN1350'SOUTH-SOUTHEASTERLY, ON THE ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO
 PN1350'THE APRON, GO SOUTHWEST ACROSS THE APRON TO THE JUNCTION OF THE
 PN1350'TAXIWAYS, GO SOUTH ALONG THE TAXIWAY FOR TO THE STATION ON THE LEFT
 PN1350'IN THE GRASSY AREA NORTHEAST OF THE TRAFFIC CIRCLE.
 PN1350'THE STATION IS LOCATED 30.48 M (100.00 FT) NORTHWEST OF THE NORTHWEST
 PN1350'EDGE OF RUNWAY 22, 15.24 M (50.00 FT) EAST OF THE EAST EDGE OF THE
 PN1350'TAXIWAY, 21.6 M (70.9 FT) NORTH OF THE CENTER ONE OF FOUR TAXIWAY
 PN1350'LIGHTS AT THE NORTHEAST ANGLE OF THE RUNWAY JUNCTIONS AND 0.4 M
 PN1350'(1.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 PN1350
 PN1350                          STATION RECOVERY (2005)
 PN1350
 PN1350'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (EPS)
 PN1350'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED 9.1 M (29.9 FT)
 PN1350'SOUTHWEST OF THE CENTERLINE OF TAXIWAY 22-4, 45.6 M (149.6 FT)
 PN1350'SOUTHEAST OF THE CENTERLINE OF TAXIWAY 32-14, AND IS RECESSED 15-CM
 PN1350'BELOW THE GROUND.
 PN1350
 PN1350                          STATION RECOVERY (2010)
 PN1350
 PN1350'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PN1350'RECOVERED IN GOOD CONDITION.  NOTE1---THE AIRPORT IS STAFFED ON A PART
 PN1350'TIME BASIS.  CONTACT THE CITY OF CLINTONVILLE PUBLIC WORKS OFFICE AT
 PN1350'715-823-7685.  MIKE MCCORD IS THE ADMINISTRATOR AT CELL NUMBER
 PN1350'715-250-0220.  NOTE2---THE GATE TO THE AIRPORT IS OPEN DURING DAYLIGHT
 PN1350'HOURS.
 PN1350
 PN1350                          STATION RECOVERY (2012)
 PN1350
 PN1350'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (GRS)
 PN1350'A NEW DESCRIPTION FOLLOWS AS THERE HAVE BEEN CHANGES TO ROADS AND
 PN1350'TAXIWAYS.  THE STATION IS LOCATED APPROXIMATELY 1 MILE EAST OF
 PN1350'CLINTONVILLE NEAR THE CENTER OF THE CLINTONVILLE MUNICIPAL AIRPORT.
 PN1350'THE AIRPORT MANAGER IS MIKE MCCORD, 715-823-7685.
 PN1350'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (MADISON
 PN1350'STREET) WITH STATE HIGHWAY 22 (MAIN STREET) IN THE CITY OF
 PN1350'CLINTONVILLE, GO NORTH ON HIGHWAY 22 FOR 0.20 MI TO 7TH STREET, TURN
 PN1350'RIGHT AND GO EAST AND NORTHEAST ON 7TH STREET FOR 0.95 MI TO A FORK IN
 PN1350'THE ROAD, BEAR RIGHT AND CONTINUE EAST ON 7TH STREET FOR 0.55 MI TO
 PN1350'THE AIRPORT ENTRANCE ON THE RIGHT,
 PN1350'TURN RIGHT AND GO SOUTH ON AIRPORT ROAD FOR 0.1 MI TO A FORK IN THE
 PN1350'ROAD, BEAR RIGHT AND GO SOUTHWEST FOR 0.05 MI TO A TURN IN THE ROAD TO
 PN1350'THE LEFT, CONTINUE SOUTHEAST FOR 0.1 MI TO THE APRON,
 PN1350'ANGLE RIGHT AN GO IN A SOUTHERLY DIRECTION FOR 0.1 MI TO THE SOUTH
 PN1350'CORNER OF THE APRON THAT IS THE NORTHERN END OF A
 PN1350'NORTH-SOUTH TAXIWAY, CONTINUE SOUTH ON THE NORTH-SOUTH TAXIWAY FOR 0.1
 PN1350'MI TO A FORK IN THE TAXIWAYS, BEAR LEFT ON A TAXIWAY PARALLEL TO
 PN1350'RUNWAY 14/32 AND GO SOUTHEAST FOR 0.05 MI TO THE STATION ON THE RIGHT.
 PN1350'
 PN1350'THE STATION IS 9.1 M SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY
 PN1350'PARALLEL TO RUNWAY 14/32, 82.4 M NORTHEAST OF THE CENTERLINE OF RUNWAY
 PN1350'14/32, 45.6 M SOUTHEAST OF THE CENTERLINE OF A TAXIWAY PARALLEL TO
 PN1350'RUNWAY 4/22, 45.3 M NORTHWEST OF THE CENTERLINE OF RUNWAY 4/22, AND IS
 PN1350'RECESSED 15 CM BELOW GROUND LEVEL.
 PN1350'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1387 ***********************************************************************
 OM1387  PACS        -  This is a Primary Airport Control Station.
 OM1387  DESIGNATION -  ARP 2 MSN
 OM1387  PID         -  OM1387
 OM1387  STATE/COUNTY-  WI/DANE
 OM1387  COUNTRY     -  US
 OM1387  USGS QUAD   -  DE FOREST (2018)
 OM1387
 OM1387                         *CURRENT SURVEY CONTROL
 OM1387  ______________________________________________________________________
 OM1387* NAD 83(2011) POSITION- 43 08 20.82225(N) 089 20 18.06888(W)   ADJUSTED
 OM1387* NAD 83(2011) ELLIP HT-   226.232 (meters)        (06/27/12)   ADJUSTED
 OM1387* NAD 83(2011) EPOCH   -  2010.00
 OM1387* NAVD 88 ORTHO HEIGHT -   260.72  (meters)      855.4   (feet) GPS OBS
 OM1387  ______________________________________________________________________
 OM1387  NAVD 88 orthometric height was determined with geoid model    GEOID96
 OM1387  GEOID HEIGHT    -        -34.390 (meters)                     GEOID96
 OM1387  GEOID HEIGHT    -        -34.501 (meters)                     GEOID18
 OM1387  NAD 83(2011) X  -     53,830.212 (meters)                     COMP
 OM1387  NAD 83(2011) Y  - -4,661,253.502 (meters)                     COMP
 OM1387  NAD 83(2011) Z  -  4,338,946.794 (meters)                     COMP
 OM1387  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 OM1387
 OM1387  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1387  Standards:
 OM1387         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1387            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1387  -------------------------------------------------------------------
 OM1387  NETWORK    0.61   0.84           0.28   0.21   0.43     -0.04173478
 OM1387  -------------------------------------------------------------------
 OM1387  Click here for local accuracies and other accuracy information.
 OM1387
 OM1387.This mark is at Dane Co Regional-Truax Fld Airport (MSN)
 OM1387
 OM1387.The horizontal coordinates were established by GPS observations
 OM1387.and adjusted by the National Geodetic Survey in June 2012.
 OM1387
 OM1387.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1387.been affixed to the stable North American tectonic plate. See 
 OM1387.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1387
 OM1387.The horizontal coordinates are valid at the epoch date displayed above
 OM1387.which is a decimal equivalence of Year/Month/Day.
 OM1387
 OM1387.The orthometric height was determined by GPS observations and a
 OM1387.high-resolution geoid model.
 OM1387
 OM1387.GPS derived orthometric heights for airport stations designated as
 OM1387.PACS or SACS are published to 2 decimal places.  This maintains
 OM1387.centimeter relative accuracy between the PACS and SACS.  It does
 OM1387.not indicate centimeter accuracy relative to other marks which are
 OM1387.part of the published vertical control network.
 OM1387
 OM1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1387.GEOID18 height accuracy estimate available here.
 OM1387
 OM1387.Click photographs - Photos may exist for this station.
 OM1387
 OM1387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1387
 OM1387.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1387
 OM1387.The ellipsoidal height was determined by GPS observations
 OM1387.and is referenced to NAD 83.
 OM1387
 OM1387. The following values were computed from the NAD 83(2011) position.
 OM1387
 OM1387;                    North         East     Units Scale Factor Converg.
 OM1387;SPC WI S     -   126,758.395   653,825.867   MT  0.99994296   +0 27 16.6
 OM1387;SPC WI S     -   415,873.17  2,145,093.70   sFT  0.99994296   +0 27 16.6
 OM1387;UTM  16      - 4,778,917.913   309,831.791   MT  1.00004489   -1 35 57.8
 OM1387
 OM1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1387!SPC WI S     -   0.99996452  x   0.99994296  =   0.99990749
 OM1387!UTM  16      -   0.99996452  x   1.00004489  =   1.00000941
 OM1387
 OM1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0983178917(NAD 83)
 OM1387
 OM1387                          SUPERSEDED SURVEY CONTROL
 OM1387
 OM1387  NAD 83(2007)-  43 08 20.82263(N)    089 20 18.06920(W) AD(2002.00) 0
 OM1387  ELLIP H (02/10/07)  226.260  (m)                       GP(2002.00)    
 OM1387  NAD 83(1997)-  43 08 20.82223(N)    089 20 18.07011(W) AD(       ) A
 OM1387  ELLIP H (04/28/99)  226.279  (m)                       GP(       ) 3 1
 OM1387  NAD 83(1991)-  43 08 20.82227(N)    089 20 18.06842(W) AD(       ) B
 OM1387  ELLIP H (05/19/94)  226.389  (m)                       GP(       ) 4 1
 OM1387  NGVD 29             260.68   (m)          855.2    (f) LEVELING    3  
 OM1387
 OM1387.Superseded values are not recommended for survey control.
 OM1387
 OM1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1387.See file dsdata.pdf to determine how the superseded data were derived.
 OM1387
 OM1387_MARKER: DT = TOPOGRAPHIC STATION DISK
 OM1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1387_STAMPING: ARP 2 1971 MSN
 OM1387_MARK LOGO: CGS
 OM1387_PROJECTION: RECESSED 10 CENTIMETERS
 OM1387_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1387+STABILITY: SURFACE MOTION
 OM1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1387+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2019
 OM1387
 OM1387  HISTORY     - Date     Condition        Report By
 OM1387  HISTORY     - 1971     MONUMENTED       NGS
 OM1387  HISTORY     - 19910903 GOOD             NGS
 OM1387  HISTORY     - 19930507 GOOD
 OM1387  HISTORY     - 19971203 GOOD             NGS
 OM1387  HISTORY     - 20030607 GOOD             JCLS
 OM1387  HISTORY     - 20100301 GOOD             INDIV
 OM1387  HISTORY     - 20110228 GOOD             INDIV
 OM1387  HISTORY     - 20190710 GOOD             GEOPRO
 OM1387
 OM1387                          STATION DESCRIPTION
 OM1387
 OM1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OM1387'STATION IS LOCATED ON THE DANE COUNTY REGIONAL AIRPORT-TRUAX FIELD IN
 OM1387'MADISON, WI.  AIRPORT IS LOCATED IN THE EAST SECTION OF THE CITY OF
 OM1387'MADISON NORTHWEST OF THE INTERSECTION OF US HIGHWAYS 51 AND 151.
 OM1387'STATION IS NEAR THE MIDDLE OF THE AIRPORT.
 OM1387'TO REACH FROM THE TERMINAL BUILDING PROCEED NORTH ON THE TAXIWAY
 OM1387'RUNNING PARALLEL TO RUNWAY 18/36 TO THE FIRST TAXIWAY LEADING EAST.
 OM1387'TAKE TAXIWAY TO EAST ACROSS RUNWAY 18/36 TO AN ASPHALT ROAD ON RIGHT
 OM1387'TO ABANDONED RADAR SITE AND STATION SW OF THE ABANDONED FOUNDATION
 OM1387'FOR A BUILDING.
 OM1387'IT IS 452.9 FT (138.0 M) SW OF A TAXIWAY LIGHT (SHOWS BLUE) ON EAST
 OM1387'SIDE OF ROAD, 433.5 FT (132.1 M) S OF THE TAXIWAY LIGHT ON WEST SIDE
 OM1387'OF ROAD AND 28 FT (8.5 M) S OF A SURVEILLANCE CAMERA MOUNTED ON A
 OM1387'POLE.
 OM1387
 OM1387                          STATION RECOVERY (1991)
 OM1387
 OM1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 OM1387'THE STATION IS LOCATED AT TRUAX FIELD EAST OF RWY 18 - 36, S OF
 OM1387'EAST-WEST TAXIWAY, 142.3 FT (43.4 M) SW OF SW CORNER OF ASR BUILDING,
 OM1387'440.3 FT (134.2 M) S OF TAXIWAY EDGE (E-W), 452.9 FT (138.0 M) SW OF
 OM1387'T/W LT (1ST E OF ROAD TO ASR) AND 433.5 FT (132.1 M) S OF T/W LIGHT W
 OM1387'OF ROAD.  THE MARK IS A TOPO DISK SET IN CONCRETE, 4 INCHES BELOW
 OM1387'GROUND AND STAMPED---ARP 2 1971 MSN---.  MARK IS 5.0 FT (1.5 M) NNE OF
 OM1387'WITNESS POST.  NOTE-1991-ASR BUILDING TO BE RAISED BY 12/91.
 OM1387
 OM1387                          STATION RECOVERY (1993)
 OM1387
 OM1387'RECOVERED 1993
 OM1387'RECOVERED IN GOOD CONDITION.
 OM1387
 OM1387                          STATION RECOVERY (1997)
 OM1387
 OM1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 OM1387'NOTE--THIS IS THE PRIMARY AIRPORT (PAC) CONTROL STATION FOR THE DANE
 OM1387'COUNTY REGIONAL (MSN) AIRPORT IN MADISON.  THE STATION IS LOCATED ON
 OM1387'THE NORTH SIDE OF MADISON AT THE DANE COUNTY REGIONAL AIRPORT, NEAR
 OM1387'THE CENTER OF THE AIRFIELD, NORTHEAST OF AND ACROSS THE APRON AND
 OM1387'PARALLEL TAXIWAY FOR RUNWAY 18-36, IN A GRASS ISLAND FORMED BY THE
 OM1387'JUNCTION OF RUNWAYS 18-36, 4-22 AND EAST-WEST TAXIWAY CHARLIE.
 OM1387'OWNERSHIP--DANE COUNTY, 4000 INTERNATIONAL LANE, MADISON, WI 53704.
 OM1387'AIRPORT OPERATIONS MANAGER IS ROBERT W.  MC NAMARA.  PHONE
 OM1387'608-246-3392.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS STATION AND
 OM1387'TO ARRANGE FOR AN ESCORT.  TO REACH FROM THE UNDERPASS AT THE JUNCTION
 OM1387'OF COMBINED INTERSTATE HIGHWAYS 90/94 AND U.S.  HIGHWAY 151 (EXIT 135)
 OM1387'ON THE NORTHEAST SIDE OF MADISON, GO SOUTHWEST ON HIGHWAY 151 (EAST
 OM1387'WASHINGTON STREET) FOR 4.26 KM (2.65 MI) TO THE ONRAMP ON THE RIGHT TO
 OM1387'ABERG AVENUE (STATE HIGHWAY 30) .  TURN RIGHT, WESTERLY, ON THE RAMP
 OM1387'AND ABERG AVENUE FOR 1.37 KM (0.85 MI) TO THE RAMP ON THE RIGHT TO
 OM1387'STATE HIGHWAY 113 (PACKERS AVENUE) .  TURN RIGHT, NORTHERLY, ON
 OM1387'HIGHWAY 113 FOR 0.85 KM (0.50 MI) TO THE JUNCTION OF INTERNATIONAL
 OM1387'LANE ON THE RIGHT.  TURN RIGHT, NORTHEAST, ON THE ROAD FOR 1.77 TO A
 OM1387'GATE ON THE RIGHT (GATE 8A) AND A PARKING LOT ABOUT 0.16 KM (0.10 MI)
 OM1387'SOUTH OF THE TERMINAL.  TURN RIGHT, EAST, ON THE ROAD, PASSING THROUGH
 OM1387'THE GATE FOR 0.08 KM (0.05 MI) TO THE APRON ON THE LEFT. TURN LEFT,
 OM1387'NORTH, THEN EAST, ACROSS THE APRON FOR 0.16 KM (0.10 MI) TO THE
 OM1387'PARALLEL TAXIWAY FOR RUNWAY 18-36.  TURN LEFT, NORTH, ALONG THE
 OM1387'TAXIWAY FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF TAXIWAY C.  TURN
 OM1387'RIGHT, EAST, CROSSING RUNWAY 18-36 AND ALONG THE TAXIWAY FOR 0.35 KM
 OM1387'(0.20 MI) TO A DIRT ROAD RIGHT.  TURN RIGHT, SOUTH, ON THE DIRT ROAD
 OM1387'FOR 0.16 KM (0.10 MI) TO THE STATION.  THE STATION IS SET IN THE TOP
 OM1387'OF A 30 CM ROUND CONCRETE POST RECESSED 15 CM BELOW THE GROUND.  IT IS
 OM1387'145.8 M (478.3 FT) SOUTH OF THE TAXIWAY CENTER, 134.2 M (440.3 FT)
 OM1387'SOUTH OF THE SOUTH EDGE OF THE TAXIWAY, 14.7 M (48.2 FT) EAST OF THE
 OM1387'CENTER OF A DRAIN, 13.9 M (45.6 FT) WEST OF THE EXTENDED CENTER OF THE
 OM1387'DIRT ROAD, 1.6 M (5.2 FT) NORTHEAST OF A STEEL WITNESS POST, 0.8 M
 OM1387'(2.6 FT) EAST OF A STEEL WITNESS POST, AND 0.8 M (2.6 FT) WEST OF A
 OM1387'STEEL WITNESS POST.
 OM1387
 OM1387                          STATION RECOVERY (2003)
 OM1387
 OM1387'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OM1387'RECOVERED IN GOOD CONDITION.
 OM1387
 OM1387                          STATION RECOVERY (2010)
 OM1387
 OM1387'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MEP)
 OM1387'RECOVERED IN GOOD CONDITION.
 OM1387
 OM1387                          STATION RECOVERY (2011)
 OM1387
 OM1387'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (MEP)
 OM1387'RECOVERED IN GOOD CONDITION.
 OM1387
 OM1387                          STATION RECOVERY (2019)
 OM1387
 OM1387'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2019 (CTS)
 OM1387'THE STATION IS LOCATED 48.1 FT (14.7 M) EAST FROM A CENTER OF MANHOLE,
 OM1387'162.2 FT (49.4 M) NORTHWEST FROM A RUNWAY EDGE LIGHT 16, 196.3 FT
 OM1387'(59.8 M) WEST FROM A RUNWAY EDGE LIGHT 17.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK4983 ***********************************************************************
 DK4983  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4983  DESIGNATION -  ARPIN GPS
 DK4983  PID         -  DK4983
 DK4983  STATE/COUNTY-  WI/WOOD
 DK4983  COUNTRY     -  US
 DK4983  USGS QUAD   -  ARPIN (2018)
 DK4983
 DK4983                         *CURRENT SURVEY CONTROL
 DK4983  ______________________________________________________________________
 DK4983* NAD 83(2011) POSITION- 44 32 00.73579(N) 089 59 59.09532(W)   ADJUSTED
 DK4983* NAD 83(2011) ELLIP HT-   313.221 (meters)        (06/27/12)   ADJUSTED
 DK4983* NAD 83(2011) EPOCH   -  2010.00
 DK4983* NAVD 88 ORTHO HEIGHT -   347.89  (meters)     1141.4   (feet) GPS OBS
 DK4983  ______________________________________________________________________
 DK4983  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK4983  GEOID HEIGHT    -        -34.665 (meters)                     GEOID12A
 DK4983  GEOID HEIGHT    -        -34.666 (meters)                     GEOID18
 DK4983  NAD 83(2011) X  -         19.975 (meters)                     COMP
 DK4983  NAD 83(2011) Y  - -4,554,318.599 (meters)                     COMP
 DK4983  NAD 83(2011) Z  -  4,450,765.230 (meters)                     COMP
 DK4983  LAPLACE CORR    -         -7.75  (seconds)                    DEFLEC18
 DK4983
 DK4983  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4983  Standards:
 DK4983         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4983            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4983  -------------------------------------------------------------------
 DK4983  NETWORK    0.49   0.41           0.22   0.17   0.21      0.22573281
 DK4983  -------------------------------------------------------------------
 DK4983  Click here for local accuracies and other accuracy information.
 DK4983
 DK4983.The horizontal coordinates were established by GPS observations
 DK4983.and adjusted by the National Geodetic Survey in June 2012.
 DK4983
 DK4983.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4983.been affixed to the stable North American tectonic plate. See 
 DK4983.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4983
 DK4983.The horizontal coordinates are valid at the epoch date displayed above
 DK4983.which is a decimal equivalence of Year/Month/Day.
 DK4983
 DK4983.The orthometric height was determined by GPS observations and a
 DK4983.high-resolution geoid model using precise GPS observation and
 DK4983.processing techniques.
 DK4983
 DK4983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4983.GEOID18 height accuracy estimate available here.
 DK4983
 DK4983.Click photographs - Photos may exist for this station.
 DK4983
 DK4983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4983
 DK4983.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4983
 DK4983.The ellipsoidal height was determined by GPS observations
 DK4983.and is referenced to NAD 83.
 DK4983
 DK4983. The following values were computed from the NAD 83(2011) position.
 DK4983
 DK4983;                    North         East     Units Scale Factor Converg.
 DK4983;SPC WI C     -    77,805.295   600,019.973   MT  0.99995849   +0 00 00.6
 DK4983;SPC WI C     -   255,266.21  1,968,565.53   sFT  0.99995849   +0 00 00.6
 DK4983;UTM  16      - 4,935,512.198   261,661.556   MT  1.00029862   -2 06 17.2
 DK4983;UTM  15      - 4,935,513.666   738,378.377   MT  1.00029886   +2 06 18.5
 DK4983
 DK4983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4983!SPC WI C     -   0.99995089  x   0.99995849  =   0.99990938
 DK4983!UTM  16      -   0.99995089  x   1.00029862  =   1.00024950
 DK4983!UTM  15      -   0.99995089  x   1.00029886  =   1.00024974
 DK4983
 DK4983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6166135512(NAD 83)
 DK4983
 DK4983                          SUPERSEDED SURVEY CONTROL
 DK4983
 DK4983  NAD 83(2007)-  44 32 00.73586(N)    089 59 59.09607(W) AD(2002.00) 1
 DK4983  ELLIP H (07/29/08)  313.250  (m)                       GP(2002.00) 3 1
 DK4983  NAVD 88 (07/29/08)  347.86   (m)  GEOID03  model used  GPS OBS        
 DK4983
 DK4983.Superseded values are not recommended for survey control.
 DK4983
 DK4983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4983.See file dsdata.pdf to determine how the superseded data were derived.
 DK4983
 DK4983_MARKER: DD = SURVEY DISK
 DK4983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4983_STAMPING: ARPIN GPS 2005
 DK4983_MARK LOGO: WIDT
 DK4983_PROJECTION: FLUSH
 DK4983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4983+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2010
 DK4983
 DK4983  HISTORY     - Date     Condition        Report By
 DK4983  HISTORY     - 2004     MONUMENTED       WIDT
 DK4983  HISTORY     - 20060913 GOOD             WIDT
 DK4983  HISTORY     - 20101005 GOOD             WIDT
 DK4983
 DK4983                          STATION DESCRIPTION
 DK4983
 DK4983'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK4983'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 186 WITH
 DK4983'COUNTY HIGHWAY N (MAIN STREET) TO THE WEST AND OAK LANE TO THE EAST IN
 DK4983'THE VILLAGE OF ARPIN, GO SOUTH THEN EAST ON STATE HIGHWAY 186 FOR 1.4
 DK4983'MI (2.3 KM) TO NORTH ROAD, CONTINUE EAST ON STATE HIGHWAY 186 FOR 0.25
 DK4983'MI (0.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DK4983'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DK4983'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DK4983'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DK4983'PAVEMENT.  THE STATION IS 11.4 M (37.4 FT) NORTH OF THE CENTERLINE OF
 DK4983'STATE HIGHWAY 186, 85 M (278.9 FT) EAST OF A WOOD POST FOR A --NO
 DK4983'PASSING ZONE-- SIGN, 26.6 M (87.3 FT) NORTH-NORTHWEST OF A POWER POLE
 DK4983'--24-4-26 11/26--, 11 M (36.1 FT) WEST OF A FIELD ENTRANCE, AND 1.0 M
 DK4983'(3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DK4983'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK4983'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK4983
 DK4983                          STATION RECOVERY (2010)
 DK4983
 DK4983'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK4983'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1531 ***********************************************************************
 RN1531  DESIGNATION -  ARROWHEAD
 RN1531  PID         -  RN1531
 RN1531  STATE/COUNTY-  WI/DOUGLAS
 RN1531  COUNTRY     -  US
 RN1531  USGS QUAD   -  WEST DULUTH (2019)
 RN1531
 RN1531                         *CURRENT SURVEY CONTROL
 RN1531  ______________________________________________________________________
 RN1531* NAD 83(1996) POSITION- 46 43 04.74795(N) 092 08 38.73062(W)   ADJUSTED
 RN1531* NAVD 88 ORTHO HEIGHT -   184.2   (meters)      604.    (feet) VERTCON3
 RN1531  ______________________________________________________________________
 RN1531  GEOID HEIGHT    -        -28.242 (meters)                     GEOID18
 RN1531  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 RN1531  HORZ ORDER      -  THIRD
 RN1531
 RN1531.The horizontal coordinates were established by classical geodetic methods
 RN1531.and adjusted by the National Geodetic Survey in March 1999.
 RN1531
 RN1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1531
 RN1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1531.GEOID18 height accuracy estimate available here.
 RN1531
 RN1531.Click photographs - Photos may exist for this station.
 RN1531
 RN1531.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1531
 RN1531. The following values were computed from the NAD 83(1996) position.
 RN1531
 RN1531;                    North         East     Units Scale Factor Converg.
 RN1531;SPC WI N     -   174,638.953   436,094.211   MT  0.99999146   -1 32 48.1
 RN1531;SPC WI N     -   572,961.30  1,430,752.42   sFT  0.99999146   -1 32 48.1
 RN1531;UTM  15      - 5,174,181.334   565,412.363   MT  0.99965259   +0 37 23.2
 RN1531
 RN1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1531!SPC WI N     -   0.99997555  x   0.99999146  =   0.99996701
 RN1531!UTM  15      -   0.99997555  x   0.99965259  =   0.99962815
 RN1531
 RN1531:                Primary Azimuth Mark                     Grid Az
 RN1531:SPC WI N     -  UPPER CHANNEL                            353 29 43.6
 RN1531:UTM  15      -  UPPER CHANNEL                            351 19 32.3
 RN1531
 RN1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6541274181(NAD 83)
 RN1531
 RN1531|---------------------------------------------------------------------|
 RN1531| PID    Reference Object                     Distance      Geod. Az  |
 RN1531|                                                           dddmmss.s |
 RN1531| RN1433 DULUTH ENGER MEMORIAL TOWER         APPROX. 6.6 KM 0124622.7 |
 RN1531| RN1532 UPPER CHANNEL                       APPROX. 1.2 KM 3515655.5 |
 RN1531|---------------------------------------------------------------------|
 RN1531
 RN1531                          SUPERSEDED SURVEY CONTROL
 RN1531
 RN1531  NAD 83(1991)-  46 43 04.74760(N)    092 08 38.73149(W) AD(       ) 3
 RN1531  NAD 83(1986)-  46 43 04.74258(N)    092 08 38.73111(W) AD(       ) 3
 RN1531  NAD 27      -  46 43 04.95634(N)    092 08 38.03959(W) AD(       ) 3
 RN1531  NGVD 29 (07/19/86)  184.2    (m)          604.     (f) VERT ANG       
 RN1531
 RN1531.Superseded values are not recommended for survey control.
 RN1531
 RN1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1531.See file dsdata.pdf to determine how the superseded data were derived.
 RN1531
 RN1531_MARKER: DD = SURVEY DISK
 RN1531_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RN1531+WITH SETTING: INFORMATION.
 RN1531_STAMPING: ARROWHEAD 1980
 RN1531_MARK LOGO: NOS
 RN1531_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN1531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1531
 RN1531  HISTORY     - Date     Condition        Report By
 RN1531  HISTORY     - 1980     MONUMENTED       NOS
 RN1531  HISTORY     - 1981     GOOD             NOS
 RN1531
 RN1531                          STATION DESCRIPTION
 RN1531
 RN1531'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 RN1531'THE STATION IS LOCATED ON THE WISCONSIN SIDE OF THE ARROWHEAD
 RN1531'BRIDGE (U.S. HWY 2), APPROXIMATELY 175 FEET SOUTHEAST OF THE
 RN1531'SOUTH SIDE OF THE ARROWHEAD BRIDGE.
 RN1531'
 RN1531'THE STATION WAS REACHED BY SMALL BOAT
 RN1531'FROM DULUTH HARBOR BASIN BUT COULD BE REACHED BY VEHICLE BY
 RN1531'GOING TO THE SOUTH END OF THE ARROWHEAD BRIDGE ON U.S. HIGHWAY
 RN1531'2 AND THE STATION AT THE SOUTHWEST ANGLE OF AN INTERSECTION.
 RN1531'
 RN1531'THE STATION IS A STANDARD NOS DISK
 RN1531'STAMPED---ARROWHEAD 1980---,
 RN1531'AFFIXED TO THE TOP OF 1.1 METER ALLUMINUM ROD EMBEDED IN CONCRETE
 RN1531'AND PROJECTING 0.1 METER.
 RN1531'IT IS LOCATED
 RN1531'10.67 METERS (35 FT) SOUTH FROM A PK NAIL IN SOUTHERN FORK OF
 RN1531'FORKED BIRCH TREE.
 RN1531'4.11 METERS (13.5 FT) WEST FROM A WITNESS SIGN NAILED TO A 8 INCH
 RN1531'BIRCH TREE.
 RN1531'6.25 METERS (20.5 FT) NORTHWEST FROM A PK NAIL IN A 8 INCH BIRCH
 RN1531'TREE.
 RN1531'6.4 METERS (21 FT) EAST FROM THE EDGE OF LAKE.
 RN1531'
 RN1531'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 RN1531
 RN1531                          STATION RECOVERY (1981)
 RN1531
 RN1531'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RN1531'THE STATION WAS RECOVERED AS DESCRIBED BY J.B.G. IN 1980.
 RN1531'
 RN1531'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0024 ***********************************************************************
 PN0024  DESIGNATION -  ART
 PN0024  PID         -  PN0024
 PN0024  STATE/COUNTY-  WI/BROWN
 PN0024  COUNTRY     -  US
 PN0024  USGS QUAD   -  ONEIDA NORTH (2018)
 PN0024
 PN0024                         *CURRENT SURVEY CONTROL
 PN0024  ______________________________________________________________________
 PN0024* NAD 83(1991) POSITION- 44 37 00.30629(N) 088 09 04.51753(W)   ADJUSTED
 PN0024* NAVD 88 ORTHO HEIGHT -   227.220 (meters)      745.47  (feet) ADJUSTED
 PN0024  ______________________________________________________________________
 PN0024  GEOID HEIGHT    -        -36.245 (meters)                     GEOID18
 PN0024  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 PN0024  DYNAMIC HEIGHT  -        227.193 (meters)      745.38  (feet) COMP
 PN0024  MODELED GRAVITY -    980,495.7   (mgal)                       NAVD 88
 PN0024
 PN0024  HORZ ORDER      -  FIRST
 PN0024  VERT ORDER      -  FIRST     CLASS II
 PN0024
 PN0024.The horizontal coordinates were established by classical geodetic methods
 PN0024.and adjusted by the National Geodetic Survey in November 1991.
 PN0024
 PN0024.The orthometric height was determined by differential leveling and
 PN0024.adjusted by the NATIONAL GEODETIC SURVEY
 PN0024.in June 1991.
 PN0024
 PN0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0024.GEOID18 height accuracy estimate available here.
 PN0024
 PN0024.Click photographs - Photos may exist for this station.
 PN0024
 PN0024.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0024
 PN0024.The dynamic height is computed by dividing the NAVD 88
 PN0024.geopotential number by the normal gravity value computed on the
 PN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0024.degrees latitude (g = 980.6199 gals.).
 PN0024
 PN0024.The modeled gravity was interpolated from observed gravity values.
 PN0024
 PN0024. The following values were computed from the NAD 83(1991) position.
 PN0024
 PN0024;                    North         East     Units Scale Factor Converg.
 PN0024;SPC WI C     -    88,722.096   746,716.291   MT  0.99995090   +1 18 16.0
 PN0024;SPC WI C     -   291,082.41  2,449,851.70   sFT  0.99995090   +1 18 16.0
 PN0024;UTM  16      - 4,941,022.377   408,660.569   MT  0.99970259   -0 48 31.1
 PN0024
 PN0024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0024!SPC WI C     -   0.99997006  x   0.99995090  =   0.99992096
 PN0024!UTM  16      -   0.99997006  x   0.99970259  =   0.99967266
 PN0024
 PN0024:                Primary Azimuth Mark                     Grid Az
 PN0024:SPC WI C     -  JOE                                      144 56 46.9
 PN0024:UTM  16      -  JOE                                      147 03 34.0
 PN0024
 PN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0866041022(NAD 83)
 PN0024
 PN0024|---------------------------------------------------------------------|
 PN0024| PID    Reference Object                     Distance      Geod. Az  |
 PN0024|                                                           dddmmss.s |
 PN0024| CJ4190 ART RM                               29.710 METERS 10829     |
 PN0024| PN0025 JOE                                 APPROX. 1.3 KM 1461502.9 |
 PN0024|---------------------------------------------------------------------|
 PN0024
 PN0024                          SUPERSEDED SURVEY CONTROL
 PN0024
 PN0024  NAD 83(1986)-  44 37 00.31592(N)    088 09 04.48003(W) AD(       ) 1
 PN0024  NAD 27      -  44 37 00.34400(N)    088 09 04.08000(W) AD(       ) 1
 PN0024  USSD        -  44 37 00.52100(N)    088 09 03.83700(W) AD(       ) 3
 PN0024  NGVD 29 (??/??/92)  227.248  (m)          745.56   (f) ADJ UNCH    1 2
 PN0024  NGVD 29             227.25   (m)          745.6    (f) LEVELING    3  
 PN0024
 PN0024.Superseded values are not recommended for survey control.
 PN0024
 PN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0024.See file dsdata.pdf to determine how the superseded data were derived.
 PN0024
 PN0024_MARKER: DS = TRIANGULATION STATION DISK
 PN0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0024_STAMPING: ELEV 745.563 FT ART 1921
 PN0024_MARK LOGO: CGS
 PN0024_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0024+STABILITY: SURFACE MOTION
 PN0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0024+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0024
 PN0024  HISTORY     - Date     Condition        Report By
 PN0024  HISTORY     - 1921     MONUMENTED       CGS
 PN0024  HISTORY     - 1921     GOOD             CGS
 PN0024  HISTORY     - 1934     GOOD             CGS
 PN0024  HISTORY     - 1970     GOOD             WIPSC
 PN0024  HISTORY     - 1973     GOOD             USGS
 PN0024  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0024  HISTORY     - 19940523 GOOD             WI-009
 PN0024  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0024  HISTORY     - 20050815 GOOD             WIDT
 PN0024
 PN0024                          STATION DESCRIPTION
 PN0024
 PN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0024'STATION IS ABOUT 1/2 MILE E OF ANSTON, 100 METERS W OF OVERHEAD
 PN0024'BRIDGE, NO. 1507 ON NE SIDE OF CHICAGO AND NORTHWESTERN RAILWAY
 PN0024'AND 13.05 METERS (42.68 FEET) FROM NEAREST RAIL OF RAILROAD,
 PN0024'ON THE EXTENSION OF THE TANGENT TO THE S RAIL FROM THE W.
 PN0024'
 PN0024'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PN0024'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0024
 PN0024                          STATION RECOVERY (1921)
 PN0024
 PN0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0024'0.5 MI E FROM ANSTON.
 PN0024'1/2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PN0024'ANSTON, BROWN COUNTY, 250 FEET WEST OF OVERHEAD BRIDGE 1507,
 PN0024'AT A CURVE, IN LINE WITH THE SOUTH RAIL OF THE WEST TANGENT,
 PN0024'AND 42.7 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD
 PN0024'TRIANGULATION-STATION DISK, STAMPED ELEV. 745.563 FT. ART 1921
 PN0024'AND SET IN THE TOP OF A CONCRETE POST.
 PN0024
 PN0024                          STATION RECOVERY (1934)
 PN0024
 PN0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0024'RECOVERED IN GOOD CONDITION.
 PN0024
 PN0024                          STATION RECOVERY (1970)
 PN0024
 PN0024'RECOVERY NOTE BY WISCONSIN PUBLIC SERVICE COMMISSION 1970 (EAP)
 PN0024'ART 1921 ELEV. 745.563 - VERY GOOD
 PN0024'
 PN0024'SUGGESTED CHANGE IN DESCRIPTION--CHANGE 100 METERS W. OF OVERHEAD
 PN0024'BRIDGE NO. 1507 TO 250 FEET WEST OF OVERHEAD BRIDGE NO. 1517
 PN0024
 PN0024                          STATION RECOVERY (1973)
 PN0024
 PN0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PN0024'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.  OTHER STATIONS
 PN0024'WERE OBSCURED.  ORIGINAL DESCRIPTION ADEQUATE.
 PN0024'
 PN0024'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED
 PN0024'ABOUT 1/2 MI E OF ANSTON NEAR CHICAGO AND NW R.R.
 PN0024
 PN0024                          STATION RECOVERY (1985)
 PN0024
 PN0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0024'MARK NOT FOUND.
 PN0024
 PN0024                          STATION RECOVERY (1994)
 PN0024
 PN0024'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0024'RECOVERED AS DESCRIBED.  WHITE SIGN POST ADDED.  OVERHEAD BRIDGE HAS
 PN0024'BEEN REMOVED.  ADDITIONS TO THE DESCRIPTION, BY THE INTERSECTION OF
 PN0024'ANSTON RD AND SUNNY BROOK DR.  226 FEET (68.9 M) EAST OF SUNNY BROOK
 PN0024'DR AND 347 FEET (105.8 M) SOUTH OF ANSTON RD.  REFERENCE MARK FOUND
 PN0024'LAYING OUT ON ITS SIDE 60 FEET (18.3 M) EAST OF ART
 PN0024
 PN0024                          STATION RECOVERY (2004)
 PN0024
 PN0024'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0024'MARK NOT FOUND.
 PN0024
 PN0024                          STATION RECOVERY (2005)
 PN0024
 PN0024'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0024'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS APPROXIMATELY 76.2 M
 PN0024'WEST OF JUNCTION OF THE MOUNTAIN BAY TRAIL AND SUNNY BROOK DRIVE, AND
 PN0024'APPROXIMATELY 11.3 M NORTH OF THE CENTERLINE OF THE MOUNTAIN BAY
 PN0024'TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0935 ***********************************************************************
 NH0935  DESIGNATION -  ART
 NH0935  PID         -  NH0935
 NH0935  STATE/COUNTY-  WI/DANE
 NH0935  COUNTRY     -  US
 NH0935  USGS QUAD   -  MOUNT VERNON (2018)
 NH0935
 NH0935                         *CURRENT SURVEY CONTROL
 NH0935  ______________________________________________________________________
 NH0935* NAD 83(2011) POSITION- 42 57 58.96407(N) 089 42 11.73435(W)   ADJUSTED
 NH0935* NAD 83(2011) ELLIP HT-   313.618 (meters)        (06/27/12)   ADJUSTED
 NH0935* NAD 83(2011) EPOCH   -  2010.00
 NH0935* NAVD 88 ORTHO HEIGHT -   347.5   (meters)     1140.    (feet) VERTCON3
 NH0935  ______________________________________________________________________
 NH0935  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 NH0935  NAD 83(2011) X  -     24,210.773 (meters)                     COMP
 NH0935  NAD 83(2011) Y  - -4,674,666.601 (meters)                     COMP
 NH0935  NAD 83(2011) Z  -  4,324,983.123 (meters)                     COMP
 NH0935  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 NH0935
 NH0935  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NH0935  Standards:
 NH0935         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NH0935            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NH0935  -------------------------------------------------------------------
 NH0935  NETWORK    3.37   3.29           0.75   1.66   1.68     -0.23734447
 NH0935  -------------------------------------------------------------------
 NH0935  Click here for local accuracies and other accuracy information.
 NH0935
 NH0935.The horizontal coordinates were established by GPS observations
 NH0935.and adjusted by the National Geodetic Survey in June 2012.
 NH0935
 NH0935.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NH0935.been affixed to the stable North American tectonic plate. See 
 NH0935.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NH0935
 NH0935.The horizontal coordinates are valid at the epoch date displayed above
 NH0935.which is a decimal equivalence of Year/Month/Day.
 NH0935
 NH0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0935
 NH0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0935.GEOID18 height accuracy estimate available here.
 NH0935
 NH0935.Click photographs - Photos may exist for this station.
 NH0935
 NH0935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0935
 NH0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0935
 NH0935.The ellipsoidal height was determined by GPS observations
 NH0935.and is referenced to NAD 83.
 NH0935
 NH0935. The following values were computed from the NAD 83(2011) position.
 NH0935
 NH0935;                    North         East     Units Scale Factor Converg.
 NH0935;SPC WI S     -   107,398.701   624,208.702   MT  0.99996118   +0 12 14.0
 NH0935;SPC WI S     -   352,357.24  2,047,924.72   sFT  0.99996118   +0 12 14.0
 NH0935;UTM  16      - 4,760,627.343   279,535.741   MT  1.00019798   -1 50 35.5
 NH0935
 NH0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0935!SPC WI S     -   0.99995082  x   0.99996118  =   0.99991200
 NH0935!UTM  16      -   0.99995082  x   1.00019798  =   1.00014879
 NH0935
 NH0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7953560627(NAD 83)
 NH0935
 NH0935                          SUPERSEDED SURVEY CONTROL
 NH0935
 NH0935  NAD 83(2007)-  42 57 58.96414(N)    089 42 11.73531(W) AD(2002.00) 0
 NH0935  ELLIP H (02/10/07)  313.663  (m)                       GP(2002.00)    
 NH0935  NAD 83(1997)-  42 57 58.96397(N)    089 42 11.73551(W) AD(       ) 2
 NH0935  ELLIP H (06/17/02)  313.653  (m)                       GP(       ) 4 1
 NH0935  NAD 83(1997)-  42 57 58.96360(N)    089 42 11.73449(W) AD(       ) 2
 NH0935  ELLIP H (10/21/99)  313.751  (m)                       GP(       ) 4 1
 NH0935  NAD 83(1991)-  42 57 58.96350(N)    089 42 11.73419(W) AD(       ) 2
 NH0935  ELLIP H (11/21/91)  313.764  (m)                       GP(       ) 4 1
 NH0935  NAD 83(1986)-  42 57 58.95524(N)    089 42 11.73333(W) AD(       ) 2
 NH0935  NAD 27      -  42 57 58.96140(N)    089 42 11.29177(W) AD(       ) 2
 NH0935  NGVD 29 (07/12/88)  347.5    (m)  RAPSU86  model used  GPS OBS        
 NH0935
 NH0935.Superseded values are not recommended for survey control.
 NH0935
 NH0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0935.See file dsdata.pdf to determine how the superseded data were derived.
 NH0935
 NH0935_MARKER: DD = SURVEY DISK
 NH0935_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH0935_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NH0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0935+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NH0935
 NH0935  HISTORY     - Date     Condition        Report By
 NH0935  HISTORY     - 1987     MONUMENTED       WI-025
 NH0935
 NH0935                          STATION DESCRIPTION
 NH0935
 NH0935'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 NH0935'THE STATION IS LOCATED ABOUT 17.9 KM (11.0 MI) NORTHWEST OF
 NH0935'BELLEVILLE, 14.0 KM (8.6 MI) WEST-SOUTHWEST OF VERONA, AND 5.0 KM
 NH0935'(3.1 MI) SOUTH-SOUTHEAST OF MT HOREB.  OWNERSHIP--TOWN OF
 NH0935'SPRINGDALE, ROGER RINGGENBERG, CHAIRMAN, 2250 RINGGENBERG DRIVE,
 NH0935'VERONA WI 53593, PHONE 608-832-4449.
 NH0935'
 NH0935'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G AND U.S.
 NH0935'HIGHWAYS 18, 151, WHICH IS ABOUT 2.4 KM (1.5 MI) WEST OF VERONA, TURN
 NH0935'SOUTH ONTO COUNTY HIGHWAY G AND FOLLOW FOR 8.0 KM (4.9 MI) TO
 NH0935'MESSERSCHMIDT DRIVE ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 NH0935'MESSERSCHMIDT DRIVE FOR 3.1 KM (1.9 MI) TO STATE HIGHWAY 92.  TURN
 NH0935'RIGHT ONTO STATE HIGHWAY 92 AND GO WESTERLY FOR 1.9 KM (1.2 MI) TO
 NH0935'MALONE ROAD.  TURN LEFT AND GO SOUTH ON MALONE ROAD FOR 0.6 KM (0.4
 NH0935'MI) TO THE STATION ON THE LEFT.
 NH0935'
 NH0935'THE STATION IS A STANDARD WI-025 DISK STAMPED---ART 1983---, SET IN
 NH0935'THE TOP OF AN IRREGULAR MASS OF CONCRETE AND FLUSH WITH THE GROUND
 NH0935'SURFACE.  LOCATED 21.O METERS (69.0 FT) WEST OF
 NH0935'A 0.15 METER (6 INCH) CHERRY TREE
 NH0935'WITH PK NAIL ON NORTH SIDE, 19.5 METERS (64.1 FT) EAST OF
 NH0935'0.61 METER (24 INCH)
 NH0935'WALNUT TREE WITH PK NAIL ON NORTH SIDE, AND 0.8 METERS (2.5 FT)
 NH0935'NORTH OF BARBED WIRE FENCE.
 NH0935'
 NH0935'DANE COUNTY, WISCONSIN 1987.
 NH0935'
 NH0935'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH0935'
 NH0935'DESCRIBED BY P.E. BLANCHARD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7288 ***********************************************************************
 DN7288  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7288  DESIGNATION -  ARTHUR E GPS
 DN7288  PID         -  DN7288
 DN7288  STATE/COUNTY-  WI/CHIPPEWA
 DN7288  COUNTRY     -  US
 DN7288  USGS QUAD   -  COLBURN (2018)
 DN7288
 DN7288                         *CURRENT SURVEY CONTROL
 DN7288  ______________________________________________________________________
 DN7288* NAD 83(2011) POSITION- 45 06 29.69335(N) 091 06 21.26387(W)   ADJUSTED
 DN7288* NAD 83(2011) ELLIP HT-   316.118 (meters)        (04/15/13)   ADJUSTED
 DN7288* NAD 83(2011) EPOCH   -  2010.00
 DN7288* NAVD 88 ORTHO HEIGHT -   346.97  (meters)     1138.4   (feet) GPS OBS
 DN7288  ______________________________________________________________________
 DN7288  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7288  GEOID HEIGHT    -        -30.866 (meters)                     GEOID12A
 DN7288  GEOID HEIGHT    -        -30.856 (meters)                     GEOID18
 DN7288  NAD 83(2011) X  -    -87,031.796 (meters)                     COMP
 DN7288  NAD 83(2011) Y  - -4,508,459.557 (meters)                     COMP
 DN7288  NAD 83(2011) Z  -  4,496,070.760 (meters)                     COMP
 DN7288  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 DN7288
 DN7288  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7288  Standards:
 DN7288         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7288            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7288  -------------------------------------------------------------------
 DN7288  NETWORK    0.59   1.08           0.26   0.22   0.55      0.05461627
 DN7288  -------------------------------------------------------------------
 DN7288  Click here for local accuracies and other accuracy information.
 DN7288
 DN7288.The horizontal coordinates were established by GPS observations
 DN7288.and adjusted by the National Geodetic Survey in April 2013.
 DN7288
 DN7288.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7288.been affixed to the stable North American tectonic plate. See 
 DN7288.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7288
 DN7288.The horizontal coordinates are valid at the epoch date displayed above
 DN7288.which is a decimal equivalence of Year/Month/Day.
 DN7288
 DN7288.The orthometric height was determined by GPS observations and a
 DN7288.high-resolution geoid model using precise GPS observation and
 DN7288.processing techniques.
 DN7288
 DN7288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7288.GEOID18 height accuracy estimate available here.
 DN7288
 DN7288.Click photographs - Photos may exist for this station.
 DN7288
 DN7288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7288
 DN7288.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7288
 DN7288.The ellipsoidal height was determined by GPS observations
 DN7288.and is referenced to NAD 83.
 DN7288
 DN7288. The following values were computed from the NAD 83(2011) position.
 DN7288
 DN7288;                    North         East     Units Scale Factor Converg.
 DN7288;SPC WI C     -   142,260.989   512,974.244   MT  0.99994889   -0 46 49.1
 DN7288;SPC WI C     -   466,734.59  1,682,983.00   sFT  0.99994889   -0 46 49.1
 DN7288;UTM  15      - 4,996,720.629   649,002.108   MT  0.99987299   +1 20 31.6
 DN7288
 DN7288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7288!SPC WI C     -   0.99995044  x   0.99994889  =   0.99989933
 DN7288!UTM  15      -   0.99995044  x   0.99987299  =   0.99982344
 DN7288
 DN7288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4900296720(NAD 83)
 DN7288
 DN7288                          SUPERSEDED SURVEY CONTROL
 DN7288
 DN7288  NAD 83(2007)-  45 06 29.69339(N)    091 06 21.26451(W) AD(2002.00) 1
 DN7288  ELLIP H (04/06/12)  316.140  (m)                       GP(2002.00) 1 1
 DN7288
 DN7288.Superseded values are not recommended for survey control.
 DN7288
 DN7288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7288.See file dsdata.pdf to determine how the superseded data were derived.
 DN7288
 DN7288_MARKER: DD = SURVEY DISK
 DN7288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7288_STAMPING: ARTHUR E GPS 2006
 DN7288_MARK LOGO: WIDT
 DN7288_PROJECTION: FLUSH
 DN7288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7288+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2008
 DN7288
 DN7288  HISTORY     - Date     Condition        Report By
 DN7288  HISTORY     - 2005     MONUMENTED       WIDT
 DN7288  HISTORY     - 20080729 GOOD             WIDT
 DN7288
 DN7288                          STATION DESCRIPTION
 DN7288
 DN7288'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DN7288'HIGHWAY 27 NORTH APPROXIMATELY 2 MI (3.2 KM) EAST OF THE CITY OF
 DN7288'CORNELL, GO EAST ON STATE HIGHWAY 64 FOR 0.3 MI (0.5 KM) TO COUNTY
 DN7288'HIGHWAY EE RIGHT.  TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY EE FOR
 DN7288'2.8 MI (4.5 KM) TO 192ND AVENUE LEFT.  CONTINUE SOUTH ON COUNTY
 DN7288'HIGHWAY EE FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT.
 DN7288'
 DN7288'IT IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DN7288'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DN7288'CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE GROUND AND
 DN7288'APPROXIMATELY 0.7 M (2.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE
 DN7288'STATION IS 9.6 M (31.5 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DN7288'EE, 1.30 MI (2.1 KM) NORTH OF 170TH AVENUE, 46.7 M (153.2 FT) NORTH OF
 DN7288'THE CENTERLINE OF PRIVATE ENTRANCE NUMBER 18250, 33.7 M (110.6 FT)
 DN7288'NORTHWEST OF A POWER POLE WITH ONE TRANSFORMER, ONE GUY WIRE AND WIRES
 DN7288'CROSSING OVER THE HIGHWAY, 28.4 M (93.2 FT) NORTH OF A WOODEN CORNER
 DN7288'FENCE POST, 16.4 M (53.8 FT) SOUTH OF THE CENTERLINE OF A FIELD
 DN7288'ENTRANCE, 0.8 M (2.6 FT) EAST OF A WIRE FENCE AND 1.0 M (3.3 FT) WEST,
 DN7288'1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT) NORTHEAST OF THREE ORANGE
 DN7288'4X4 PLASTIC GUARD POSTS.
 DN7288'
 DN7288'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7288'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7285 ***********************************************************************
 DN7285  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7285  DESIGNATION -  ARTHUR GPS
 DN7285  PID         -  DN7285
 DN7285  STATE/COUNTY-  WI/CHIPPEWA
 DN7285  COUNTRY     -  US
 DN7285  USGS QUAD   -  CRESCENT (2018)
 DN7285
 DN7285                         *CURRENT SURVEY CONTROL
 DN7285  ______________________________________________________________________
 DN7285* NAD 83(2011) POSITION- 45 03 47.56983(N) 091 07 35.46415(W)   ADJUSTED
 DN7285* NAD 83(2011) ELLIP HT-   316.705 (meters)        (04/15/13)   ADJUSTED
 DN7285* NAD 83(2011) EPOCH   -  2010.00
 DN7285* NAVD 88 ORTHO HEIGHT -   347.63  (meters)     1140.5   (feet) GPS OBS
 DN7285  ______________________________________________________________________
 DN7285  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7285  GEOID HEIGHT    -        -30.932 (meters)                     GEOID12A
 DN7285  GEOID HEIGHT    -        -30.925 (meters)                     GEOID18
 DN7285  NAD 83(2011) X  -    -88,723.324 (meters)                     COMP
 DN7285  NAD 83(2011) Y  - -4,511,972.094 (meters)                     COMP
 DN7285  NAD 83(2011) Z  -  4,492,537.358 (meters)                     COMP
 DN7285  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DN7285
 DN7285  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7285  Standards:
 DN7285         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7285            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7285  -------------------------------------------------------------------
 DN7285  NETWORK    0.58   1.10           0.26   0.21   0.56      0.05745333
 DN7285  -------------------------------------------------------------------
 DN7285  Click here for local accuracies and other accuracy information.
 DN7285
 DN7285.The horizontal coordinates were established by GPS observations
 DN7285.and adjusted by the National Geodetic Survey in April 2013.
 DN7285
 DN7285.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7285.been affixed to the stable North American tectonic plate. See 
 DN7285.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7285
 DN7285.The horizontal coordinates are valid at the epoch date displayed above
 DN7285.which is a decimal equivalence of Year/Month/Day.
 DN7285
 DN7285.The orthometric height was determined by GPS observations and a
 DN7285.high-resolution geoid model using precise GPS observation and
 DN7285.processing techniques.
 DN7285
 DN7285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7285.GEOID18 height accuracy estimate available here.
 DN7285
 DN7285.Click photographs - Photos may exist for this station.
 DN7285
 DN7285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7285
 DN7285.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7285
 DN7285.The ellipsoidal height was determined by GPS observations
 DN7285.and is referenced to NAD 83.
 DN7285
 DN7285. The following values were computed from the NAD 83(2011) position.
 DN7285
 DN7285;                    North         East     Units Scale Factor Converg.
 DN7285;SPC WI C     -   137,279.210   511,282.992   MT  0.99994602   -0 47 41.4
 DN7285;SPC WI C     -   450,390.21  1,677,434.28   sFT  0.99994602   -0 47 41.4
 DN7285;UTM  15      - 4,991,680.037   647,496.581   MT  0.99986751   +1 19 35.2
 DN7285
 DN7285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7285!SPC WI C     -   0.99995035  x   0.99994602  =   0.99989637
 DN7285!UTM  15      -   0.99995035  x   0.99986751  =   0.99981786
 DN7285
 DN7285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4749691680(NAD 83)
 DN7285
 DN7285                          SUPERSEDED SURVEY CONTROL
 DN7285
 DN7285  NAD 83(2007)-  45 03 47.56988(N)    091 07 35.46482(W) AD(2002.00) 1
 DN7285  ELLIP H (04/06/12)  316.726  (m)                       GP(2002.00) 1 1
 DN7285
 DN7285.Superseded values are not recommended for survey control.
 DN7285
 DN7285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7285.See file dsdata.pdf to determine how the superseded data were derived.
 DN7285
 DN7285_MARKER: DD = SURVEY DISK
 DN7285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7285_STAMPING: ARTHUR GPS 2006
 DN7285_MARK LOGO: WIDT
 DN7285_PROJECTION: FLUSH
 DN7285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7285+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 DN7285
 DN7285  HISTORY     - Date     Condition        Report By
 DN7285  HISTORY     - 2005     MONUMENTED       WIDT
 DN7285  HISTORY     - 20080730 GOOD             WIDT
 DN7285
 DN7285                          STATION DESCRIPTION
 DN7285
 DN7285'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7285'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DN7285'HIGHWAY SOUTH APPROXIMATELY 6 MI (9.7 KM) EAST OF THE COMMUNITY OF JIM
 DN7285'FALLS, GO EAST ON COUNTY HIGHWAY SOUTH FOR 1.0 MI (1.6 KM) TO COUNTY
 DN7285'HIGHWAY SOUTH CURVING RIGHT AND 270TH STREET LEFT.  TURN LEFT AND GO
 DN7285'NORTH ON 270TH STREET FOR 0.70 MI (1.1 KM) TO THE STATION ON THE
 DN7285'RIGHT.
 DN7285'
 DN7285'IT IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DN7285'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DN7285'CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE GROUND AND
 DN7285'APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD PAVEMENT.  THE
 DN7285'STATION IS 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF 270TH STREET,
 DN7285'0.30 MI (0.5 KM) SOUTH OF 155TH AVENUE, 14.8 M (48.6 FT) NORTH OF THE
 DN7285'EXTENDED CENTERLINE OF A FIELD ENTRANCE, 1.5 M (4.9 FT) WEST OF A WIRE
 DN7285'FENCE AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT) SOUTHWEST AND 1.0 M (3.3
 DN7285'FT) NORTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7285'
 DN7285'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7285'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7289 ***********************************************************************
 DN7289  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7289  DESIGNATION -  ARTHUR W GPS
 DN7289  PID         -  DN7289
 DN7289  STATE/COUNTY-  WI/CHIPPEWA
 DN7289  COUNTRY     -  US
 DN7289  USGS QUAD   -  CRESCENT (2018)
 DN7289
 DN7289                         *CURRENT SURVEY CONTROL
 DN7289  ______________________________________________________________________
 DN7289* NAD 83(2011) POSITION- 45 06 10.05969(N) 091 12 02.62535(W)   ADJUSTED
 DN7289* NAD 83(2011) ELLIP HT-   286.228 (meters)        (07/15/24)   ADJUSTED
 DN7289* NAD 83(2011) EPOCH   -  2010.00
 DN7289* NAVD 88 ORTHO HEIGHT -   317.05  (meters)     1040.2   (feet) GPS OBS
 DN7289  ______________________________________________________________________
 DN7289  GEOID HEIGHT    -        -30.826 (meters)                     GEOID18
 DN7289  NAD 83(2011) X  -    -94,501.582 (meters)                     COMP
 DN7289  NAD 83(2011) Y  - -4,508,717.549 (meters)                     COMP
 DN7289  NAD 83(2011) Z  -  4,495,621.777 (meters)                     COMP
 DN7289  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 DN7289
 DN7289  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7289  Standards:
 DN7289         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7289            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7289  -------------------------------------------------------------------
 DN7289  NETWORK    0.34   0.63           0.15   0.13   0.32      0.00232293
 DN7289  -------------------------------------------------------------------
 DN7289  Click here for local accuracies and other accuracy information.
 DN7289
 DN7289.The horizontal coordinates were established by GPS observations
 DN7289.and adjusted by the WI DEPT OF TRANSP in July 2024.
 DN7289
 DN7289.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7289.been affixed to the stable North American tectonic plate. See 
 DN7289.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7289
 DN7289.The horizontal coordinates are valid at the epoch date displayed above
 DN7289.which is a decimal equivalence of Year/Month/Day.
 DN7289
 DN7289.The orthometric height was determined by GPS observations and a
 DN7289.high-resolution geoid model using precise GPS observation and
 DN7289.processing techniques.
 DN7289
 DN7289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7289.GEOID18 height accuracy estimate available here.
 DN7289
 DN7289.Click photographs - Photos may exist for this station.
 DN7289
 DN7289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7289
 DN7289.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7289
 DN7289.The ellipsoidal height was determined by GPS observations
 DN7289.and is referenced to NAD 83.
 DN7289
 DN7289. The following values were computed from the NAD 83(2011) position.
 DN7289
 DN7289;                    North         East     Units Scale Factor Converg.
 DN7289;SPC WI C     -   141,760.962   505,504.044   MT  0.99994851   -0 50 49.9
 DN7289;SPC WI C     -   465,094.09  1,658,474.52   sFT  0.99994851   -0 50 49.9
 DN7289;UTM  15      - 4,995,944.388   641,556.212   MT  0.99984639   +1 16 29.2
 DN7289
 DN7289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7289!SPC WI C     -   0.99995513  x   0.99994851  =   0.99990364
 DN7289!UTM  15      -   0.99995513  x   0.99984639  =   0.99980152
 DN7289
 DN7289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4155695944(NAD 83)
 DN7289
 DN7289                          SUPERSEDED SURVEY CONTROL
 DN7289
 DN7289  NAD 83(2011)-  45 06 10.05980(N)    091 12 02.62522(W) AD(2010.00) 0
 DN7289  ELLIP H (04/15/13)  286.290  (m)                       GP(2010.00)    
 DN7289  NAD 83(2007)-  45 06 10.05982(N)    091 12 02.62591(W) AD(2002.00) 1
 DN7289  ELLIP H (04/06/12)  286.314  (m)                       GP(2002.00) 1 1
 DN7289  NAVD 88 (10/23/12)  317.11   (m)  GEOID12A model used  GPS OBS        
 DN7289
 DN7289.Superseded values are not recommended for survey control.
 DN7289
 DN7289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7289.See file dsdata.pdf to determine how the superseded data were derived.
 DN7289
 DN7289_MARKER: DD = SURVEY DISK
 DN7289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7289_STAMPING: ARTHUR W GPS 2006
 DN7289_MARK LOGO: WIDT
 DN7289_PROJECTION: FLUSH
 DN7289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7289+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2023
 DN7289
 DN7289  HISTORY     - Date     Condition        Report By
 DN7289  HISTORY     - 2005     MONUMENTED       WIDT
 DN7289  HISTORY     - 20080806 GOOD             WIDT
 DN7289  HISTORY     - 20231211 GOOD             DJHENK
 DN7289
 DN7289                          STATION DESCRIPTION
 DN7289
 DN7289'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7289'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 (BRIDGE
 DN7289'STREET) WITH STATE HIGHWAY 27 IN THE CITY OF CORNELL, GO SOUTH ON
 DN7289'STATE HIGHWAY 27 FOR 4.5 MI (7.2 KM) TO 180TH AVENUE LEFT AND COUNTY
 DN7289'HIGHWAY TT RIGHT.  TURN RIGHT AND GO WEST ON COUNTY HIGHWAY TT FOR 1.4
 DN7289'MI (2.3 KM) TO 240TH STREET RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY TT
 DN7289'FOR 0.70 MI (1.1 KM) TO THE STATION ON THE LEFT.
 DN7289'
 DN7289'IT IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DN7289'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DN7289'CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE GROUND AND
 DN7289'APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.6 M
 DN7289'(28.2 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY TT, 0.25 MI (0.4
 DN7289'KM) EAST OF COUNTY HIGHWAY K, 41.6 M (136.5 FT) WEST-SOUTHWEST OF A
 DN7289'POWER POLE WITH ONE GUY WIRE AND A WIRE CROSSING OVER THE HIGHWAY,
 DN7289'33.5 M (109.9 FT) SOUTHWEST OF TELEPHONE PEDESTAL NUMBER 2120 4, 32.9
 DN7289'M (107.9 FT) WEST OF THE CENTERLINE OF PRIVATE ENTRANCE NUMBER 23317,
 DN7289'27.6 M (90.6 FT) WEST OF TELEPHONE PEDESTAL NUMBER 2120 4A AND 1.0 M
 DN7289'(3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST AND 1.0 M (3.3 FT) NORTHEAST
 DN7289'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7289'
 DN7289'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7289'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE NORTH QUADRANTS
 DN7289'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DN7289
 DN7289                          STATION RECOVERY (2023)
 DN7289
 DN7289'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DN7289'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5127 ***********************************************************************
 DH5127  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5127  DESIGNATION -  ASH RIDGE GPS
 DH5127  PID         -  DH5127
 DH5127  STATE/COUNTY-  WI/RICHLAND
 DH5127  COUNTRY     -  US
 DH5127  USGS QUAD   -  SABIN (2018)
 DH5127
 DH5127                         *CURRENT SURVEY CONTROL
 DH5127  ______________________________________________________________________
 DH5127* NAD 83(2011) POSITION- 43 25 59.41422(N) 090 31 18.46672(W)   ADJUSTED
 DH5127* NAD 83(2011) ELLIP HT-   334.313 (meters)        (06/27/12)   ADJUSTED
 DH5127* NAD 83(2011) EPOCH   -  2010.00
 DH5127* NAVD 88 ORTHO HEIGHT -   368.05  (meters)     1207.5   (feet) GPS OBS
 DH5127  ______________________________________________________________________
 DH5127  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5127  GEOID HEIGHT    -        -33.736 (meters)                     GEOID12A
 DH5127  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 DH5127  NAD 83(2011) X  -    -42,249.296 (meters)                     COMP
 DH5127  NAD 83(2011) Y  - -4,639,050.517 (meters)                     COMP
 DH5127  NAD 83(2011) Z  -  4,362,802.820 (meters)                     COMP
 DH5127  LAPLACE CORR    -         -5.67  (seconds)                    DEFLEC18
 DH5127
 DH5127  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5127  Standards:
 DH5127         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5127            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5127  -------------------------------------------------------------------
 DH5127  NETWORK    0.25   0.39           0.11   0.09   0.20      0.13918700
 DH5127  -------------------------------------------------------------------
 DH5127  Click here for local accuracies and other accuracy information.
 DH5127
 DH5127.The horizontal coordinates were established by GPS observations
 DH5127.and adjusted by the National Geodetic Survey in June 2012.
 DH5127
 DH5127.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5127.been affixed to the stable North American tectonic plate. See 
 DH5127.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5127
 DH5127.The horizontal coordinates are valid at the epoch date displayed above
 DH5127.which is a decimal equivalence of Year/Month/Day.
 DH5127
 DH5127.The orthometric height was determined by GPS observations and a
 DH5127.high-resolution geoid model using precise GPS observation and
 DH5127.processing techniques.
 DH5127
 DH5127.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5127.GEOID18 height accuracy estimate available here.
 DH5127
 DH5127.Click photographs - Photos may exist for this station.
 DH5127
 DH5127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5127
 DH5127.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5127
 DH5127.The ellipsoidal height was determined by GPS observations
 DH5127.and is referenced to NAD 83.
 DH5127
 DH5127. The following values were computed from the NAD 83(2011) position.
 DH5127
 DH5127;                    North         East     Units Scale Factor Converg.
 DH5127;SPC WI S     -   159,343.749   557,755.449   MT  0.99993270   -0 21 30.7
 DH5127;SPC WI S     -   522,780.28  1,829,902.67   sFT  0.99993270   -0 21 30.7
 DH5127;UTM  15      - 4,811,902.632   700,573.068   MT  1.00009488   +1 42 15.7
 DH5127
 DH5127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5127!SPC WI S     -   0.99994758  x   0.99993270  =   0.99988028
 DH5127!UTM  15      -   0.99994758  x   1.00009488  =   1.00004245
 DH5127
 DH5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0057311902(NAD 83)
 DH5127
 DH5127                          SUPERSEDED SURVEY CONTROL
 DH5127
 DH5127  NAD 83(2007)-  43 25 59.41426(N)    090 31 18.46757(W) AD(2002.00) 0
 DH5127  ELLIP H (02/10/07)  334.344  (m)                       GP(2002.00)    
 DH5127  NAD 83(1997)-  43 25 59.41420(N)    090 31 18.46799(W) AD(       ) 1
 DH5127  ELLIP H (08/01/05)  334.344  (m)                       GP(       ) 2 1
 DH5127  NAVD 88 (07/26/07)  368.06   (m)  GEOID03  model used  GPS OBS        
 DH5127
 DH5127.Superseded values are not recommended for survey control.
 DH5127
 DH5127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5127.See file dsdata.pdf to determine how the superseded data were derived.
 DH5127
 DH5127_MARKER: DD = SURVEY DISK
 DH5127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5127_STAMPING: ASH RIDGE GPS 2004
 DH5127_MARK LOGO: WIDT
 DH5127_PROJECTION: FLUSH
 DH5127_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5127+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2010
 DH5127
 DH5127  HISTORY     - Date     Condition        Report By
 DH5127  HISTORY     - 2003     MONUMENTED       WIDT
 DH5127  HISTORY     - 20100708 GOOD             WIDT
 DH5127
 DH5127                          STATION DESCRIPTION
 DH5127
 DH5127'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5127'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5127'STATE HIGHWAY  56 WITH COUNTY HIGHWAY Z ABOUT 7 MI NORTH-NORTHWEST OF
 DH5127'THE CITY OF RICHLAND CENTER,  GO SOUTHWEST ON COUNTY HIGHWAY Z FOR 0.8
 DH5127'MI TO MARSHALL ROAD ON THE RIGHT, TURN RIGHT  AND GO WEST ON MARSHALL
 DH5127'ROAD FOR 0.75 MI TO SCENIC VALLEY ROAD ON THE LEFT, TURN LEFT  AND GO
 DH5127'SOUTHWEST, THEN WEST ON SCENIC VALLEY ROAD FOR 1.45 MI TO COUNTY
 DH5127'HIGHWAY A,  TURN RIGHT AND GO NORTHERLY ON COUNTY HIGHWAY A FOR 1.2 MI
 DH5127'TO THE STATION ON THE LEFT.   THE STATION IS A BRONZE WISCONSIN
 DH5127'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY  CONTROL STATION DISK SET
 DH5127'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH  THE
 DH5127'HIGHWAY PAVEMENT.  THE STATION IS 5.8 M WEST OF THE CENTERLINE OF
 DH5127'COUNTY HIGHWAY A,  48.2 M NORTH OF THE TOP CENTER OF A 40-CM
 DH5127'CORRUGATED METAL CULVERT PIPE, 29.5 M  SOUTHWEST OF A POWER POLE, 2 M
 DH5127'EAST OF A CULTIVATED FIELD, AND 1 M EAST, NORTHWEST,  AND SOUTHWEST OF
 DH5127'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DH5127'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5127'HORIZON.
 DH5127
 DH5127                          STATION RECOVERY (2010)
 DH5127
 DH5127'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5127'RECOVERED IN GOOD CONDITION.  NOTE1---A LARGE CHUNK HAS BEEN REMOVED
 DH5127'FROM THE WEST EDGE OF THE CONCRETE POST.  NOTE2---NEW POWER POLES ARE
 DH5127'BEING INSTALLED WHICH MAY PLACE ELECTRIC WIRES OVER THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5966 ***********************************************************************
 AI5966  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5966  DESIGNATION -  ASHFORD N GPS
 AI5966  PID         -  AI5966
 AI5966  STATE/COUNTY-  WI/FOND DU LAC
 AI5966  COUNTRY     -  US
 AI5966  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI5966
 AI5966                         *CURRENT SURVEY CONTROL
 AI5966  ______________________________________________________________________
 AI5966* NAD 83(2011) POSITION- 43 36 47.09581(N) 088 21 54.81437(W)   ADJUSTED
 AI5966* NAD 83(2011) ELLIP HT-   272.619 (meters)        (06/27/12)   ADJUSTED
 AI5966* NAD 83(2011) EPOCH   -  2010.00
 AI5966* NAVD 88 ORTHO HEIGHT -   307.94  (meters)     1010.3   (feet) GPS OBS
 AI5966  ______________________________________________________________________
 AI5966  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AI5966  GEOID HEIGHT    -        -35.320 (meters)                     GEOID12A
 AI5966  GEOID HEIGHT    -        -35.319 (meters)                     GEOID18
 AI5966  NAD 83(2011) X  -    131,955.786 (meters)                     COMP
 AI5966  NAD 83(2011) Y  - -4,623,549.730 (meters)                     COMP
 AI5966  NAD 83(2011) Z  -  4,377,254.757 (meters)                     COMP
 AI5966  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 AI5966
 AI5966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5966  Standards:
 AI5966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5966  -------------------------------------------------------------------
 AI5966  NETWORK    0.52   0.55           0.24   0.17   0.28      0.02225922
 AI5966  -------------------------------------------------------------------
 AI5966  Click here for local accuracies and other accuracy information.
 AI5966
 AI5966.The horizontal coordinates were established by GPS observations
 AI5966.and adjusted by the National Geodetic Survey in June 2012.
 AI5966
 AI5966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5966.been affixed to the stable North American tectonic plate. See 
 AI5966.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5966
 AI5966.The horizontal coordinates are valid at the epoch date displayed above
 AI5966.which is a decimal equivalence of Year/Month/Day.
 AI5966
 AI5966.The orthometric height was determined by GPS observations and a
 AI5966.high-resolution geoid model using precise GPS observation and
 AI5966.processing techniques.
 AI5966
 AI5966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5966.GEOID18 height accuracy estimate available here.
 AI5966
 AI5966.Click photographs - Photos may exist for this station.
 AI5966
 AI5966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5966
 AI5966.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5966
 AI5966.The ellipsoidal height was determined by GPS observations
 AI5966.and is referenced to NAD 83.
 AI5966
 AI5966. The following values were computed from the NAD 83(2011) position.
 AI5966
 AI5966;                    North         East     Units Scale Factor Converg.
 AI5966;SPC WI S     -   180,492.450   731,951.606   MT  0.99993937   +1 07 23.7
 AI5966;SPC WI S     -   592,165.65  2,401,411.23   sFT  0.99993937   +1 07 23.7
 AI5966;UTM  16      - 4,829,805.614   389,834.884   MT  0.99974928   -0 56 30.5
 AI5966
 AI5966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5966!SPC WI S     -   0.99995725  x   0.99993937  =   0.99989662
 AI5966!UTM  16      -   0.99995725  x   0.99974928  =   0.99970654
 AI5966
 AI5966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8983429805(NAD 83)
 AI5966
 AI5966                          SUPERSEDED SURVEY CONTROL
 AI5966
 AI5966  NAD 83(2007)-  43 36 47.09583(N)    088 21 54.81521(W) AD(2002.00) 0
 AI5966  ELLIP H (02/10/07)  272.655  (m)                       GP(2002.00)    
 AI5966  ELLIP H (11/17/00)  272.663  (m)                       GP(       ) 3 2
 AI5966  NAD 83(1997)-  43 36 47.09577(N)    088 21 54.81537(W) AD(       ) 1
 AI5966  ELLIP H (07/06/00)  272.663  (m)                       GP(       ) 2 1
 AI5966  NAVD 88 (07/26/07)  307.91   (m)  GEOID03  model used  GPS OBS        
 AI5966  NAVD 88 (07/06/00)  307.90   (m)  GEOID99  model used  GPS OBS        
 AI5966
 AI5966.Superseded values are not recommended for survey control.
 AI5966
 AI5966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5966.See file dsdata.pdf to determine how the superseded data were derived.
 AI5966
 AI5966_MARKER: DD = SURVEY DISK
 AI5966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5966_STAMPING: ASHFORD N GPS 1993
 AI5966_MARK LOGO: WI-039
 AI5966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5966+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AI5966
 AI5966  HISTORY     - Date     Condition        Report By
 AI5966  HISTORY     - 1993     MONUMENTED       WI-039
 AI5966  HISTORY     - 19990914 GOOD             WIDT
 AI5966  HISTORY     - 20030709 GOOD             USPSQD
 AI5966  HISTORY     - 20050413 GOOD             WIDT
 AI5966  HISTORY     - 20060915 GOOD             USPSQD
 AI5966
 AI5966                          STATION DESCRIPTION
 AI5966
 AI5966'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5966'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTH-SOUTHEAST OF
 AI5966'FOND DU LAC, AND 6.4 KM (3.95 MI) NORTHEAST OF LOMIRA. OWNERSHIP-TOWN
 AI5966'OF ASHFORD.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41
 AI5966'WITH STATE HIGHWAY 67 ABOUT 0.8 KM (0.50 MI) EAST OF THE VILLAGE OF
 AI5966'LOMIRA, GO EAST ON STATE HIGHWAY 67 FOR 5.3 KM (3.30 MI) TO DRUMLIN
 AI5966'DRIVE ON THE LEFT, TURN LEFT AND GO NORTH ON DRUMLIN DRIVE FOR 2.9 KM
 AI5966'(1.80 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE FOND DU
 AI5966'LAC COUNTY GEODETIC CONTROL STATION DISK STAMPED --ASHFORD N GPS
 AI5966'1993-- AND SET IN THE TOP A 45 CM (18-INCH) DIAMETER CONCRETE POST
 AI5966'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 AI5966'STATION IS 6.3 M (20.7 FT) WEST OF THE CENTERLINE OF DRUMLIN DRIVE, 68
 AI5966'M (223.1 FT) NORTH OF THE EXTENDED CENTERLINE OF SWALLOW LANE, 40.4 M
 AI5966'(132.5 FT) SOUTHWEST OF POWER POLE --88-05413 40-4--, 26.1 M (85.6 FT)
 AI5966'NORTHWEST OF POWER POLE --91-10657 40-5--, 8 M (26.2 FT) EAST OF THE
 AI5966'CULTIVATED FIELD, AND 0.8 M (2.6 FT) EAST OF A WHITE PLASTIC WITNESS
 AI5966'POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI5966'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI5966
 AI5966                          STATION RECOVERY (2003)
 AI5966
 AI5966'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5966'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M
 AI5966'NORTH AND 1 M SOUTH OF TWO ORANGE PLASTIC GUARD POSTS.
 AI5966
 AI5966                          STATION RECOVERY (2005)
 AI5966
 AI5966'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5966'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS ABOUT 45 M NORTH
 AI5966'OF A --SPEED LIMIT 45--SIGN POST.  NOTE--  SWALLOW LANE IS ALSO THE
 AI5966'DRIVEWAY TO A RESIDENCE AT --W4027--.
 AI5966
 AI5966                          STATION RECOVERY (2006)
 AI5966
 AI5966'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5967 ***********************************************************************
 AI5967  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5967  DESIGNATION -  ASHFORD S GPS
 AI5967  PID         -  AI5967
 AI5967  STATE/COUNTY-  WI/FOND DU LAC
 AI5967  COUNTRY     -  US
 AI5967  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI5967
 AI5967                         *CURRENT SURVEY CONTROL
 AI5967  ______________________________________________________________________
 AI5967* NAD 83(2011) POSITION- 43 32 37.67400(N) 088 18 03.95337(W)   ADJUSTED
 AI5967* NAD 83(2011) ELLIP HT-   293.755 (meters)        (06/27/12)   ADJUSTED
 AI5967* NAD 83(2011) EPOCH   -  2010.00
 AI5967* NAVD 88 ORTHO HEIGHT -   328.90  (meters)     1079.1   (feet) GPS OBS
 AI5967  ______________________________________________________________________
 AI5967  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AI5967  GEOID HEIGHT    -        -35.146 (meters)                     GEOID12A
 AI5967  GEOID HEIGHT    -        -35.143 (meters)                     GEOID18
 AI5967  NAD 83(2011) X  -    137,288.371 (meters)                     COMP
 AI5967  NAD 83(2011) Y  - -4,628,718.746 (meters)                     COMP
 AI5967  NAD 83(2011) Z  -  4,371,692.615 (meters)                     COMP
 AI5967  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 AI5967
 AI5967  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5967  Standards:
 AI5967         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5967            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5967  -------------------------------------------------------------------
 AI5967  NETWORK    0.37   0.47           0.17   0.13   0.24      0.12971739
 AI5967  -------------------------------------------------------------------
 AI5967  Click here for local accuracies and other accuracy information.
 AI5967
 AI5967.The horizontal coordinates were established by GPS observations
 AI5967.and adjusted by the National Geodetic Survey in June 2012.
 AI5967
 AI5967.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5967.been affixed to the stable North American tectonic plate. See 
 AI5967.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5967
 AI5967.The horizontal coordinates are valid at the epoch date displayed above
 AI5967.which is a decimal equivalence of Year/Month/Day.
 AI5967
 AI5967.The orthometric height was determined by GPS observations and a
 AI5967.high-resolution geoid model using precise GPS observation and
 AI5967.processing techniques.
 AI5967
 AI5967.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5967.GEOID18 height accuracy estimate available here.
 AI5967
 AI5967.Click photographs - Photos may exist for this station.
 AI5967
 AI5967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5967
 AI5967.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5967
 AI5967.The ellipsoidal height was determined by GPS observations
 AI5967.and is referenced to NAD 83.
 AI5967
 AI5967. The following values were computed from the NAD 83(2011) position.
 AI5967
 AI5967;                    North         East     Units Scale Factor Converg.
 AI5967;SPC WI S     -   172,900.283   737,283.841   MT  0.99993563   +1 10 02.4
 AI5967;SPC WI S     -   567,257.01  2,418,905.40   sFT  0.99993563   +1 10 02.4
 AI5967;UTM  16      - 4,822,027.809   394,889.184   MT  0.99973590   -0 53 47.1
 AI5967
 AI5967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5967!SPC WI S     -   0.99995394  x   0.99993563  =   0.99988957
 AI5967!UTM  16      -   0.99995394  x   0.99973590  =   0.99968985
 AI5967
 AI5967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9488922027(NAD 83)
 AI5967
 AI5967                          SUPERSEDED SURVEY CONTROL
 AI5967
 AI5967  NAD 83(2007)-  43 32 37.67401(N)    088 18 03.95420(W) AD(2002.00) 0
 AI5967  ELLIP H (02/10/07)  293.791  (m)                       GP(2002.00)    
 AI5967  ELLIP H (11/17/00)  293.801  (m)                       GP(       ) 3 2
 AI5967  NAD 83(1997)-  43 32 37.67398(N)    088 18 03.95443(W) AD(       ) 1
 AI5967  ELLIP H (07/06/00)  293.801  (m)                       GP(       ) 2 1
 AI5967  NAVD 88 (07/26/07)  328.87   (m)  GEOID03  model used  GPS OBS        
 AI5967  NAVD 88 (07/06/00)  328.85   (m)  GEOID99  model used  GPS OBS        
 AI5967
 AI5967.Superseded values are not recommended for survey control.
 AI5967
 AI5967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5967.See file dsdata.pdf to determine how the superseded data were derived.
 AI5967
 AI5967_MARKER: DD = SURVEY DISK
 AI5967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5967_STAMPING: ASHFORD S GPS 1993
 AI5967_MARK LOGO: WI-039
 AI5967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5967+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 AI5967
 AI5967  HISTORY     - Date     Condition        Report By
 AI5967  HISTORY     - 1993     MONUMENTED       WI-039
 AI5967  HISTORY     - 19990914 GOOD             WIDT
 AI5967  HISTORY     - 20030709 GOOD             USPSQD
 AI5967  HISTORY     - 20050413 GOOD             WIDT
 AI5967  HISTORY     - 20061003 GOOD             USPSQD
 AI5967
 AI5967                          STATION DESCRIPTION
 AI5967
 AI5967'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5967'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF WEST
 AI5967'BEND, AND 6.4 KM (3.95 MI) NORTHWEST OF KEWASKUM.  OWNERSHIP-TOWN OF
 AI5967'ASHFORD.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI5967'STATE HIGHWAY 28 ABOUT 4.8 KM (3.00 MI) EAST OF THE VILLAGE OF
 AI5967'THERESA, GO EAST ON STATE HIGHWAY 28 FOR 8.4 KM (5.20 MI) TO LAKE
 AI5967'BERNICE DRIVE, TURN LEFT AND GO NORTH ON LAKE BERNICE DRIVE FOR 1.6 KM
 AI5967'(1.00 MI) TO ST.  KILIAN DRIVE, CONTINUE NORTH ON LAKE BERNICE DRIVE
 AI5967'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI5967'BRONZE FOND DU LAC COUNTY GEODETIC CONTROL STATION DISK STAMPED
 AI5967'--ASHFORD S GPS 1993-- AND SET IN THE TOP A 45 CM (18-INCH) DIAMETER
 AI5967'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD
 AI5967'PAVEMENT.  THE STATION IS 8.3 M (27.2 FT) WEST OF THE CENTERLINE OF
 AI5967'LAKE BERNICE DRIVE, 50 M (164.0 FT) SOUTH OF THE EXTENDED CENTERLINE
 AI5967'OF A FIELD ENTRANCE, 49.6 M (162.7 FT) SOUTH OF TELEPHONE PEDESTAL
 AI5967'--1724 LP 5--, 19.0 M (62.3 FT) WEST OF THE POWER POLE --85-05977
 AI5967'40-5--, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI5967'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI5967'THAN 15 DEGREES ABOVE THE HORIZON.
 AI5967
 AI5967                          STATION RECOVERY (2003)
 AI5967
 AI5967'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5967'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M
 AI5967'NORTH AND 1 M SOUTH OF TWO ORANGE PLASTIC GUARD POSTS.
 AI5967
 AI5967                          STATION RECOVERY (2005)
 AI5967
 AI5967'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5967'RECOVERED IN GOOD CONDITION.  NOTE--  THE DESCRIBED TELEPHONE PEDESTAL
 AI5967'IS NUMBERED --1724 LP 5--.
 AI5967
 AI5967                          STATION RECOVERY (2006)
 AI5967
 AI5967'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5968 ***********************************************************************
 AI5968  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5968  DESIGNATION -  ASHFORD W GPS
 AI5968  PID         -  AI5968
 AI5968  STATE/COUNTY-  WI/FOND DU LAC
 AI5968  COUNTRY     -  US
 AI5968  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI5968
 AI5968                         *CURRENT SURVEY CONTROL
 AI5968  ______________________________________________________________________
 AI5968* NAD 83(2011) POSITION- 43 33 43.87983(N) 088 21 39.08956(W)   ADJUSTED
 AI5968* NAD 83(2011) ELLIP HT-   329.222 (meters)        (06/27/12)   ADJUSTED
 AI5968* NAD 83(2011) EPOCH   -  2010.00
 AI5968* NAVD 88 ORTHO HEIGHT -   364.42  (meters)     1195.6   (feet) GPS OBS
 AI5968  ______________________________________________________________________
 AI5968  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AI5968  GEOID HEIGHT    -        -35.196 (meters)                     GEOID12A
 AI5968  GEOID HEIGHT    -        -35.192 (meters)                     GEOID18
 AI5968  NAD 83(2011) X  -    132,420.961 (meters)                     COMP
 AI5968  NAD 83(2011) Y  - -4,627,477.771 (meters)                     COMP
 AI5968  NAD 83(2011) Z  -  4,373,197.945 (meters)                     COMP
 AI5968  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 AI5968
 AI5968  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5968  Standards:
 AI5968         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5968            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5968  -------------------------------------------------------------------
 AI5968  NETWORK    0.39   0.43           0.18   0.13   0.22      0.07699524
 AI5968  -------------------------------------------------------------------
 AI5968  Click here for local accuracies and other accuracy information.
 AI5968
 AI5968.The horizontal coordinates were established by GPS observations
 AI5968.and adjusted by the National Geodetic Survey in June 2012.
 AI5968
 AI5968.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5968.been affixed to the stable North American tectonic plate. See 
 AI5968.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5968
 AI5968.The horizontal coordinates are valid at the epoch date displayed above
 AI5968.which is a decimal equivalence of Year/Month/Day.
 AI5968
 AI5968.The orthometric height was determined by GPS observations and a
 AI5968.high-resolution geoid model using precise GPS observation and
 AI5968.processing techniques.
 AI5968
 AI5968.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5968.GEOID18 height accuracy estimate available here.
 AI5968
 AI5968.Click photographs - Photos may exist for this station.
 AI5968
 AI5968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5968
 AI5968.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5968
 AI5968.The ellipsoidal height was determined by GPS observations
 AI5968.and is referenced to NAD 83.
 AI5968
 AI5968. The following values were computed from the NAD 83(2011) position.
 AI5968
 AI5968;                    North         East     Units Scale Factor Converg.
 AI5968;SPC WI S     -   174,846.353   732,415.261   MT  0.99993648   +1 07 34.5
 AI5968;SPC WI S     -   573,641.74  2,402,932.40   sFT  0.99993648   +1 07 34.5
 AI5968;UTM  16      - 4,824,147.548   390,094.780   MT  0.99974858   -0 56 16.5
 AI5968
 AI5968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5968!SPC WI S     -   0.99994838  x   0.99993648  =   0.99988486
 AI5968!UTM  16      -   0.99994838  x   0.99974858  =   0.99969697
 AI5968
 AI5968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9009424147(NAD 83)
 AI5968
 AI5968                          SUPERSEDED SURVEY CONTROL
 AI5968
 AI5968  NAD 83(2007)-  43 33 43.87984(N)    088 21 39.09040(W) AD(2002.00) 0
 AI5968  ELLIP H (02/10/07)  329.258  (m)                       GP(2002.00)    
 AI5968  ELLIP H (11/17/00)  329.267  (m)                       GP(       ) 3 2
 AI5968  NAD 83(1997)-  43 33 43.87981(N)    088 21 39.09057(W) AD(       ) 1
 AI5968  ELLIP H (07/06/00)  329.267  (m)                       GP(       ) 2 1
 AI5968  NAVD 88 (07/26/07)  364.38   (m)  GEOID03  model used  GPS OBS        
 AI5968  NAVD 88 (07/06/00)  364.37   (m)  GEOID99  model used  GPS OBS        
 AI5968
 AI5968.Superseded values are not recommended for survey control.
 AI5968
 AI5968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5968.See file dsdata.pdf to determine how the superseded data were derived.
 AI5968
 AI5968_MARKER: DD = SURVEY DISK
 AI5968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5968_STAMPING: ASHFORD W GPS 1993
 AI5968_MARK LOGO: WI-039
 AI5968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5968+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI5968
 AI5968  HISTORY     - Date     Condition        Report By
 AI5968  HISTORY     - 1993     MONUMENTED       WI-039
 AI5968  HISTORY     - 19990914 GOOD             WIDT
 AI5968  HISTORY     - 20030709 GOOD             USPSQD
 AI5968  HISTORY     - 20050413 GOOD             WIDT
 AI5968  HISTORY     - 20050705 GOOD             WIDT
 AI5968  HISTORY     - 20060910 GOOD             USPSQD
 AI5968
 AI5968                          STATION DESCRIPTION
 AI5968
 AI5968'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5968'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) NORTHWEST OF WEST
 AI5968'BEND, AND 8.0 KM (4.95 MI) SOUTHEAST OF LOMIRA.  OWNERSHIP-TOWN OF
 AI5968'ASHFORD.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI5968'STATE HIGHWAY 28 ABOUT 4.8 KM (3.00 MI) EAST OF THE VILLAGE OF
 AI5968'THERESA, GO EAST ON STATE HIGHWAY 28 FOR 3.5 KM (2.15 MI) TO MIDLAND
 AI5968'ROAD ON THE RIGHT AND COUNTY HIGHWAY W ON THE LEFT TURN LEFT, AND GO
 AI5968'NORTH ON COUNTY HIGHWAY W FOR 2.9 KM (1.80 MI) TO KATZENBURG DRIVE ON
 AI5968'THE LEFT, TURN LEFT AND GO NORTH ON KATZENBURG DRIVE FOR 0.56 KM (0.35
 AI5968'MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE FOND DU LAC
 AI5968'COUNTY GEODETIC CONTROL STATION DISK STAMPED --ASHFORD W GPS 1993--
 AI5968'AND SET IN THE TOP A 45 CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH
 AI5968'THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.1
 AI5968'M (20.0 FT) WEST OF THE CENTERLINE OF KATZENBURG DRIVE, 26.7 M (87.6
 AI5968'FT) SOUTH-SOUTHWEST OF A WOOD POST FOR A CROSSROAD SYMBOL SIGN, 26.3 M
 AI5968'(86.3 FT) SOUTHWEST OF THE POWER POLE --95-06813--, 8 M (26.2 FT) EAST
 AI5968'OF A CULTIVATED FIELD, 4 M (13.1 FT) SOUTH OF THE CENTERLINE OF A
 AI5968'FIELD ENTRANCE, AND 0.8 M (2.6 FT) EAST OF A WHITE PLASTIC WITNESS
 AI5968'POST.
 AI5968
 AI5968                          STATION RECOVERY (2003)
 AI5968
 AI5968'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5968'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M
 AI5968'NORTH AND 1 M SOUTH OF TWO ORANGE PLASTIC GUARD POSTS.
 AI5968
 AI5968                          STATION RECOVERY (2005)
 AI5968
 AI5968'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5968'RECOVERED AS DESCRIBED.  THERE ARE SCRAPE MARKS ON THE CONCRETE POST
 AI5968'BUT MONUMENT APPEARS TO BE UNDISTURBED.  THIS STATION IS VERY NEAR A
 AI5968'FIELD ENTRANCE.  THE WITNESS POST IS BENT AND THE GUARD POSTS ARE
 AI5968'LEANING.
 AI5968
 AI5968                          STATION RECOVERY (2005)
 AI5968
 AI5968'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5968'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 AI5968'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE ORANGE PLASTIC GUARD POSTS.
 AI5968
 AI5968                          STATION RECOVERY (2006)
 AI5968
 AI5968'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5968'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0840 ***********************************************************************
 OM0840  DESIGNATION -  ASHIPPUN
 OM0840  PID         -  OM0840
 OM0840  STATE/COUNTY-  WI/DODGE
 OM0840  COUNTRY     -  US
 OM0840  USGS QUAD   -  HUSTISFORD (2018)
 OM0840
 OM0840                         *CURRENT SURVEY CONTROL
 OM0840  ______________________________________________________________________
 OM0840* NAD 83(1991) POSITION- 43 16 05.97302(N) 088 31 40.15338(W)   ADJUSTED
 OM0840* NAVD 88 ORTHO HEIGHT -   326.94  (+/-2cm)     1072.6   (feet) VERTCON3
 OM0840  ______________________________________________________________________
 OM0840  GEOID HEIGHT    -        -34.776 (meters)                     GEOID18
 OM0840  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 OM0840  HORZ ORDER      -  THIRD
 OM0840  VERT ORDER      -  THIRD ? (See Below)
 OM0840
 OM0840.The horizontal coordinates were established by classical geodetic methods
 OM0840.and adjusted by the National Geodetic Survey in November 1991.
 OM0840
 OM0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0840
 OM0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0840.GEOID18 height accuracy estimate available here.
 OM0840
 OM0840.The vertical order pertains to the NGVD 29 superseded value.
 OM0840
 OM0840.Click photographs - Photos may exist for this station.
 OM0840
 OM0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0840
 OM0840. The following values were computed from the NAD 83(1991) position.
 OM0840
 OM0840;                    North         East     Units Scale Factor Converg.
 OM0840;SPC WI S     -   141,953.556   719,505.319   MT  0.99993523   +1 00 41.5
 OM0840;SPC WI S     -   465,725.96  2,360,577.03   sFT  0.99993523   +1 00 41.5
 OM0840;UTM  16      - 4,791,745.824   376,012.222   MT  0.99978911   -1 02 50.4
 OM0840
 OM0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0840!SPC WI S     -   0.99995419  x   0.99993523  =   0.99988942
 OM0840!UTM  16      -   0.99995419  x   0.99978911  =   0.99974330
 OM0840
 OM0840:                Primary Azimuth Mark                     Grid Az
 OM0840:SPC WI S     -  WOODLAND                                 011 36 26.4
 OM0840:UTM  16      -  WOODLAND                                 013 39 58.3
 OM0840
 OM0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7601291745(NAD 83)
 OM0840
 OM0840|---------------------------------------------------------------------|
 OM0840| PID    Reference Object                     Distance      Geod. Az  |
 OM0840|                                                           dddmmss.s |
 OM0840| OM0826 WOODLAND                            APPROX.11.7 KM 0123707.9 |
 OM0840| OM0823 HARTFORD RADIO STA WTKM MAST        APPROX.11.7 KM 0833754.0 |
 OM0840| CI8936 ASHIPPUN RM 1                         5.845 METERS 09238     |
 OM0840| CI8937 ASHIPPUN RM 2                         7.664 METERS 27121     |
 OM0840| CJ7903 VICTORY PP 1                         31.699 METERS 29652     |
 OM0840|---------------------------------------------------------------------|
 OM0840
 OM0840                          SUPERSEDED SURVEY CONTROL
 OM0840
 OM0840  NAD 83(1986)-  43 16 05.96501(N)    088 31 40.16053(W) AD(       ) 3
 OM0840  NAD 27      -  43 16 05.96050(N)    088 31 39.81850(W) AD(       ) 3
 OM0840  NGVD 29             326.99   (m)         1072.8    (f) LEVELING    3  
 OM0840
 OM0840.Superseded values are not recommended for survey control.
 OM0840
 OM0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0840.See file dsdata.pdf to determine how the superseded data were derived.
 OM0840
 OM0840_MARKER: DS = TRIANGULATION STATION DISK
 OM0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0840_STAMPING: ASHIPPUN 1957
 OM0840_MARK LOGO: CGS
 OM0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0840+STABILITY: SURFACE MOTION
 OM0840
 OM0840  HISTORY     - Date     Condition        Report By
 OM0840  HISTORY     - 1957     MONUMENTED       CGS
 OM0840  HISTORY     - 1958     GOOD             CGS
 OM0840  HISTORY     - 1976     GOOD             WI-027
 OM0840  HISTORY     - 20060611 MARK NOT FOUND   USPSQD
 OM0840
 OM0840                          STATION DESCRIPTION
 OM0840
 OM0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0840'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF HUSTISFORD,
 OM0840'11 MILES NORTHEAST OF WATERFORD, 11 MILES NORTH OF OCONOMOWOC
 OM0840'AND 4 MILES NORTH OF ASHIPPUN ON THE RIGHT-OF-WAY OF COUNTY
 OM0840'HIGHWAY MM.  IT IS 43 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 OM0840'MM, 3 FEET NORTH OF A FENCE, 5 FEET NORTHEAST OF A WHITE
 OM0840'WITNESS POST AND 14 FEET EAST OF A FENCE CORNER.  THE MONUMENT
 OM0840'PROJECTS 3 INCHES AND THE DISK IS STAMPED ASHIPPUN 1957.
 OM0840'THE CONCRETE OF THE SURFACE MONUMENT IS BONDED TO UNDERLYING
 OM0840'BEDROCK WHICH IS ABOUT 2 FEET BELOW THE SURFACE OF THE
 OM0840'GROUND.  NOTE--THERE IS NO UNDERGROUND MARK.
 OM0840'
 OM0840'TO REACH THE STATION FROM THE POST OFFICE IN ASHIPPUN, GO
 OM0840'NORTH ON STATE HIGHWAY 67 FOR 4.15 MILES TO THE JUNCTION OF
 OM0840'COUNTY HIGHWAY MM AND THE BENCH MARK 10 (USGS) ON THE RIGHT.
 OM0840'TURN LEFT ON HIGHWAY MM AND GO WEST FOR 0.5 MILE TO THE STATION
 OM0840'ON THE SOUTH SIDE OF HIGHWAY MM.
 OM0840'
 OM0840'REFERENCE MARK 1 IS 43 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 OM0840'MM, 24 FEET EAST OF A WHITE WITNESS POST AND 3 FEET NORTH
 OM0840'OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 OM0840'IS STAMPED ASHIPPUN NO 1 1957.
 OM0840'
 OM0840'REFERENCE MARK 2 IS 43 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 OM0840'MM, 21 FEET WEST OF THE WHITE WITNESS POST AND 12 FEET WEST
 OM0840'OF THE FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK
 OM0840'IS STAMPED ASHIPPUN NO 2 1957.
 OM0840'
 OM0840'*BENCH MARK 10 (USGS) IS 29 FEET EAST OF THE CENTERLINE OF
 OM0840'STATE HIGHWAY 67, 19 FEET NORTH OF THE CENTERLINE OF COUNTY
 OM0840'HIGHWAY MM, 36 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 OM0840'OF HIGHWAY 67 AND HIGHWAY MM AND 3 FEET SOUTH OF A FENCE.
 OM0840'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 OM0840'SET IN A 6 INCH BY 6 INCH CONCRETE POST.  THE MONUMENT PROJECTS
 OM0840'5 INCHES AND THE DISK IS STAMPED 1029 10JEK 1957.
 OM0840'
 OM0840'*NOTE--THIS WAS USED AS AN AZIMUTH MARK.
 OM0840'
 OM0840'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0840
 OM0840                          STATION RECOVERY (1958)
 OM0840
 OM0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OM0840'REPORTED BY CHICAGO AERIAL SURVEY, FRANKLIN PARK, ILL.
 OM0840'
 OM0840'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OM0840
 OM0840                          STATION RECOVERY (1976)
 OM0840
 OM0840'RECOVERY NOTE BY DODGE COUNTY WISCONSIN 1976 (GMR)
 OM0840'ASHIPPUN 1957 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OM0840'
 OM0840'ASHIPPUN NO. 1 1957 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OM0840'
 OM0840'ASHIPPUN NO 2 1957 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OM0840'
 OM0840'REQUEST THAT YOU SEND WITNESS POSTS SO I CAN PLACE THEM AT THE
 OM0840'MONUMENTS.
 OM0840'
 OM0840'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 OM0840'ASHIPPUN.
 OM0840
 OM0840                          STATION RECOVERY (2006)
 OM0840
 OM0840'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0840'STATION, RM 1 AND 2, AND AZ MK WERE NOT FOUND.  THE DIMENSIONS OFF THE
 OM0840'CENTER OF THE ROAD PLACES THE STATION AND REFERENCE MARKS IN A
 OM0840'CULTIVATED FIELD.  THERE IS NO FENCE AND NO WHITE WITNESS POSTS
 OM0840'PRESENT.  FOR THE AZIMUTH MARK, A NEW TURNING LANE PROBABLY PLACES THE
 OM0840'MARK UNDER NEW ASPHALT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1384 ***********************************************************************
 OM1384  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1384  DESIGNATION -  ASHIPPUN E GPS
 OM1384  PID         -  OM1384
 OM1384  STATE/COUNTY-  WI/DODGE
 OM1384  COUNTRY     -  US
 OM1384  USGS QUAD   -  STONEBANK (2018)
 OM1384
 OM1384                         *CURRENT SURVEY CONTROL
 OM1384  ______________________________________________________________________
 OM1384* NAD 83(2011) POSITION- 43 13 20.94204(N) 088 26 18.27142(W)   ADJUSTED
 OM1384* NAD 83(2011) ELLIP HT-   267.254 (meters)        (06/27/12)   ADJUSTED
 OM1384* NAD 83(2011) EPOCH   -  2010.00
 OM1384* NAVD 88 ORTHO HEIGHT -   301.98  (meters)      990.7   (feet) GPS OBS
 OM1384  ______________________________________________________________________
 OM1384  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 OM1384  GEOID HEIGHT    -        -34.729 (meters)                     GEOID12A
 OM1384  GEOID HEIGHT    -        -34.730 (meters)                     GEOID18
 OM1384  NAD 83(2011) X  -    126,862.877 (meters)                     COMP
 OM1384  NAD 83(2011) Y  - -4,653,527.242 (meters)                     COMP
 OM1384  NAD 83(2011) Z  -  4,345,728.753 (meters)                     COMP
 OM1384  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 OM1384  OBS GRAVITY     -    980,359.6   (mgal)                       GRAV_OBS
 OM1384
 OM1384
 OM1384  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1384  Standards:
 OM1384         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1384            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1384  -------------------------------------------------------------------
 OM1384  NETWORK    0.35   0.43           0.16   0.12   0.22      0.03288785
 OM1384  -------------------------------------------------------------------
 OM1384  Click here for local accuracies and other accuracy information.
 OM1384
 OM1384.The horizontal coordinates were established by GPS observations
 OM1384.and adjusted by the National Geodetic Survey in June 2012.
 OM1384
 OM1384.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1384.been affixed to the stable North American tectonic plate. See 
 OM1384.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1384
 OM1384.The horizontal coordinates are valid at the epoch date displayed above
 OM1384.which is a decimal equivalence of Year/Month/Day.
 OM1384
 OM1384.The orthometric height was determined by GPS observations and a
 OM1384.high-resolution geoid model using precise GPS observation and
 OM1384.processing techniques.
 OM1384
 OM1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1384.GEOID18 height accuracy estimate available here.
 OM1384
 OM1384.Click photographs - Photos may exist for this station.
 OM1384
 OM1384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1384
 OM1384.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1384
 OM1384.The ellipsoidal height was determined by GPS observations
 OM1384.and is referenced to NAD 83.
 OM1384
 OM1384.The observed gravity was obtained from relative gravimeter ties
 OM1384.to the IGSN71 gravity network.
 OM1384
 OM1384. The following values were computed from the NAD 83(2011) position.
 OM1384
 OM1384;                    North         East     Units Scale Factor Converg.
 OM1384;SPC WI S     -   136,993.877   726,857.918   MT  0.99993739   +1 04 22.7
 OM1384;SPC WI S     -   449,454.08  2,384,699.69   sFT  0.99993739   +1 04 22.7
 OM1384;UTM  16      - 4,786,526.066   383,180.794   MT  0.99976787   -0 59 06.7
 OM1384
 OM1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1384!SPC WI S     -   0.99995809  x   0.99993739  =   0.99989548
 OM1384!UTM  16      -   0.99995809  x   0.99976787  =   0.99972597
 OM1384
 OM1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8318086526(NAD 83)
 OM1384
 OM1384                          SUPERSEDED SURVEY CONTROL
 OM1384
 OM1384  NAD 83(2007)-  43 13 20.94197(N)    088 26 18.27230(W) AD(2002.00) 0
 OM1384  ELLIP H (02/10/07)  267.288  (m)                       GP(2002.00)    
 OM1384  NAD 83(1997)-  43 13 20.94199(N)    088 26 18.27250(W) AD(       ) 1
 OM1384  ELLIP H (04/02/04)  267.297  (m)                       GP(       ) 4 1
 OM1384  NAVD 88 (07/26/07)  301.95   (m)  UNKNOWN  model used  GPS OBS        
 OM1384  NAVD 88 (04/02/04)  301.92   (m)  GEOID03  model used  GPS OBS        
 OM1384
 OM1384.Superseded values are not recommended for survey control.
 OM1384
 OM1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1384.See file dsdata.pdf to determine how the superseded data were derived.
 OM1384
 OM1384_MARKER: DD = SURVEY DISK
 OM1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1384_STAMPING: ASHIPPUN E GPS 1992
 OM1384_MARK LOGO: WI-027
 OM1384_PROJECTION: FLUSH
 OM1384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1384+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 OM1384
 OM1384  HISTORY     - Date     Condition        Report By
 OM1384  HISTORY     - 1992     MONUMENTED       WI-027
 OM1384  HISTORY     - 19931122 GOOD             WIDT
 OM1384  HISTORY     - 2001     GOOD             WIDT
 OM1384  HISTORY     - 20060614 GOOD             WIDT
 OM1384
 OM1384                          STATION DESCRIPTION
 OM1384
 OM1384'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1384'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1384'DODGE COUNTY GRID REFERENCE P16, ABOUT 6.4 KM (3.95 MI) EAST OF
 OM1384'ASHIPPUN, 1.8 KM (1.10 MI) WEST OF THE DODGE-WASHINGTON COUNTY LINE,
 OM1384'IN THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 23, T09N,
 OM1384'R17E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS OFFICE
 OM1384'AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1384'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY O
 OM1384'AND ROOSEVELT ROAD, GO WEST ON ROOSEVELT ROAD FOR 0.24 KM (0.15 MI)
 OM1384'TO THE STATION ON THE RIGHT.
 OM1384'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1384'FLUSH WITH THE GROUND.  IT IS 8.8 M (28.9 FT) NORTH FROM THE CENTER
 OM1384'OF ROOSEVELT ROAD AND 0.5 M (1.6 FT) SOUTH FROM A WHITE PLASTIC
 OM1384'T-POST.
 OM1384
 OM1384                          STATION RECOVERY (2001)
 OM1384
 OM1384'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1384'THE STATION IS LOCATED ABOUT 24 KM EAST OF WATERTOWN AND 13 KM
 OM1384'NORTHEAST OF OCONOMOWOC.  OWNERSHIP--DODGE COUNTY.  TO REACH THE
 OM1384'STATION FROM THE JUNCTION OF STATE HIGHWAY 83 WITH STATE HIGHWAY 167
 OM1384'EAST ABOUT 1 KM SOUTH OF THE CITY OF HARTFORD, GO SOUTH ON STATE
 OM1384'HIGHWAY 83 FOR 3.5 KM TO ROOSEVELT ROAD ON THE RIGHT, TURN RIGHT AND
 OM1384'GO WEST ON ROOSEVELT ROAD FOR 4.3 KM TO COUNTY HIGHWAY O, CONTINUE
 OM1384'WEST ON COUNTY HIGHWAY O AND ROOSEVELT ROAD  FOR 0.5 KM TO WHERE
 OM1384'ROOSEVELT CONTINUES WEST AND COUNTY HIGHWAY O TURNS SOUTH, GO SOUTH ON
 OM1384'COUNTY HIGHWAY O FOR 1.6 KM TO THE STATION ON THE RIGHT.  THE STATION
 OM1384'IS A BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP
 OM1384'OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1
 OM1384'M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 12.7 M WEST OF THE
 OM1384'CENTERLINE OF COUNTY HIGHWAY O, 96 M NORTH OF EXTENDED CENTERLINE OF
 OM1384'PRIVATE ENTRANCE --W845--,  1.3 M EAST OF METAL --R/W-- SIGN.
 OM1384'---NOTE---THIS STATION IS NORTH, SOUTH AND EAST OF THREE ORANGE 4X4
 OM1384'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 OM1384'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 OM1384
 OM1384                          STATION RECOVERY (2006)
 OM1384
 OM1384'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OM1384'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE SOUTHWEST
 OM1384'OF ROOSEVELT ROAD (WEST), 42.5 M SOUTH-SOUTHWEST OF A YELLOW
 OM1384'FIBERGLASS --CAUTION GAS PIPELINE-- POST AND 42.0 M SOUTH OF A YELLOW
 OM1384'METAL RIGHT-OF-WAY POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1385 ***********************************************************************
 OM1385  DESIGNATION -  ASHIPPUN GPS
 OM1385  PID         -  OM1385
 OM1385  STATE/COUNTY-  WI/DODGE
 OM1385  COUNTRY     -  US
 OM1385  USGS QUAD   -  IXONIA (2018)
 OM1385
 OM1385                         *CURRENT SURVEY CONTROL
 OM1385  ______________________________________________________________________
 OM1385* NAD 83(2011) POSITION- 43 11 44.87943(N) 088 30 26.24602(W)   ADJUSTED
 OM1385* NAD 83(2011) ELLIP HT-   238.044 (meters)        (06/27/12)   ADJUSTED
 OM1385* NAD 83(2011) EPOCH   -  2010.00
 OM1385* NAVD 88 ORTHO HEIGHT -   272.748 (meters)      894.84  (feet) ADJUSTED
 OM1385  ______________________________________________________________________
 OM1385  GEOID HEIGHT    -        -34.700 (meters)                     GEOID18
 OM1385  NAD 83(2011) X  -    121,320.568 (meters)                     COMP
 OM1385  NAD 83(2011) Y  - -4,655,684.199 (meters)                     COMP
 OM1385  NAD 83(2011) Z  -  4,343,547.954 (meters)                     COMP
 OM1385  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 OM1385  DYNAMIC HEIGHT  -        272.680 (meters)      894.62  (feet) COMP
 OM1385  MODELED GRAVITY -    980,363.7   (mgal)                       NAVD 88
 OM1385  OBS GRAVITY     -    980,363.7   (mgal)                       GRAV_OBS
 OM1385
 OM1385  VERT ORDER      -  SECOND    CLASS I
 OM1385
 OM1385  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1385  Standards:
 OM1385         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1385            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1385  -------------------------------------------------------------------
 OM1385  NETWORK    0.26   0.31           0.12   0.09   0.16     -0.05873702
 OM1385  -------------------------------------------------------------------
 OM1385  Click here for local accuracies and other accuracy information.
 OM1385
 OM1385.The horizontal coordinates were established by GPS observations
 OM1385.and adjusted by the National Geodetic Survey in June 2012.
 OM1385
 OM1385.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1385.been affixed to the stable North American tectonic plate. See 
 OM1385.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1385
 OM1385.The horizontal coordinates are valid at the epoch date displayed above
 OM1385.which is a decimal equivalence of Year/Month/Day.
 OM1385
 OM1385.The orthometric height was determined by differential leveling and
 OM1385.adjusted by the WI DEPT OF TRANSP
 OM1385.in May 2012.
 OM1385
 OM1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1385.GEOID18 height accuracy estimate available here.
 OM1385
 OM1385.Click photographs - Photos may exist for this station.
 OM1385
 OM1385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1385
 OM1385.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1385
 OM1385.The ellipsoidal height was determined by GPS observations
 OM1385.and is referenced to NAD 83.
 OM1385
 OM1385.The dynamic height is computed by dividing the NAVD 88
 OM1385.geopotential number by the normal gravity value computed on the
 OM1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1385.degrees latitude (g = 980.6199 gals.).
 OM1385
 OM1385.The modeled gravity was interpolated from observed gravity values.
 OM1385
 OM1385.The observed gravity was obtained from relative gravimeter ties
 OM1385.to the IGSN71 gravity network.
 OM1385
 OM1385. The following values were computed from the NAD 83(2011) position.
 OM1385
 OM1385;                    North         East     Units Scale Factor Converg.
 OM1385;SPC WI S     -   133,927.542   721,315.885   MT  0.99993894   +1 01 32.3
 OM1385;SPC WI S     -   439,393.94  2,366,517.20   sFT  0.99993894   +1 01 32.3
 OM1385;UTM  16      - 4,783,661.177   377,533.143   MT  0.99978450   -1 01 54.7
 OM1385
 OM1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1385!SPC WI S     -   0.99996267  x   0.99993894  =   0.99990161
 OM1385!UTM  16      -   0.99996267  x   0.99978450  =   0.99974718
 OM1385
 OM1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7753383661(NAD 83)
 OM1385
 OM1385                          SUPERSEDED SURVEY CONTROL
 OM1385
 OM1385  NAD 83(2007)-  43 11 44.87938(N)    088 30 26.24691(W) AD(2002.00) 0
 OM1385  ELLIP H (02/10/07)  238.079  (m)                       GP(2002.00)    
 OM1385  NAD 83(1997)-  43 11 44.87935(N)    088 30 26.24711(W) AD(       ) 1
 OM1385  ELLIP H (04/02/04)  238.087  (m)                       GP(       ) 4 1
 OM1385  NAVD 88             272.72   (m)          894.7    (f) LEVELING    3  
 OM1385  NAVD 88 (04/20/07)  272.723  (m)          894.76   (f) SUPERSEDED  2 1
 OM1385  NAVD 88             272.69   (m)          894.7    (f) LEVELING    3  
 OM1385  NAVD 88 (02/25/04)  272.688  (m)          894.64   (f) SUPERSEDED  2 1
 OM1385
 OM1385.Superseded values are not recommended for survey control.
 OM1385
 OM1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1385.See file dsdata.pdf to determine how the superseded data were derived.
 OM1385
 OM1385_MARKER: DD = SURVEY DISK
 OM1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1385_STAMPING: ASHIPPUN GPS 1992
 OM1385_MARK LOGO: WI-027
 OM1385_PROJECTION: FLUSH
 OM1385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1385+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 OM1385
 OM1385  HISTORY     - Date     Condition        Report By
 OM1385  HISTORY     - 1992     MONUMENTED       WI-027
 OM1385  HISTORY     - 19931122 GOOD             WIDT
 OM1385  HISTORY     - 2001     GOOD             WIDT
 OM1385  HISTORY     - 20060411 GOOD             WIDT
 OM1385  HISTORY     - 20060924 GOOD             USPSQD
 OM1385
 OM1385                          STATION DESCRIPTION
 OM1385
 OM1385'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1385'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1385'DODGE COUNTY GRID REFERENCE Q14, ABOUT 2.0 KM (1.25 MI)
 OM1385'SOUTH-SOUTHEAST OF ASHIPPUN, IN THE SOUTHWEST CORNER OF THE SOUTHEAST
 OM1385'1/4 OF SECTION 32, T09N, R17E, IN THE NORTHEAST RIGHT-OF-WAY AT THE
 OM1385'INTERSECTION OF STATE HIGHWAY 67 AND EVERGREEN ROAD, AT THE
 OM1385'DODGE-JEFFERSON COUNTY LINE ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE
 OM1385'COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION
 OM1385'COORDINATES.
 OM1385'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 67 AND
 OM1385'LINCOLN ROAD IN ASHIPPUN, GO SOUTH ON HIGHWAY 67 FOR 1.7 KM
 OM1385'(1.05 MI) TO THE COUNTY LINE AND STATION ON THE LEFT.
 OM1385'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1385'FLUSH WITH THE GROUND.  IT IS 14.6 M (47.9 FT) EAST FROM THE CENTER
 OM1385'OF STATE HIGHWAY 67, 13.4 M (44.0 FT) NORTH FROM THE CENTER OF
 OM1385'EVERGREEN ROAD AND 0.5 M (1.6 FT) SOUTH FROM A WHITE PLASTIC T-POST.
 OM1385
 OM1385                          STATION RECOVERY (2001)
 OM1385
 OM1385'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1385'THE STATION IS LOCATED ABOUT 10 KM NORTH OF OCONOMOWOC AND 18 KM EAST
 OM1385'OF WATERTOWN.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO
 OM1385'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 WITH STATE
 OM1385'HIGHWAY 67 AT THE INTERSECTION OF WISCONSIN AVENUE AND MAIN STREET IN
 OM1385'THE CITY OF OCONOMOWOC, GO NORTH ON STATE HIGHWAY 67 (MAIN STREET)
 OM1385'FOR 7.7 KM TO COUNTY HIGHWAY CW, CONTINUE NORTH ON STATE HIGHWAY 67
 OM1385'(MAIN STREET) FOR 1.8 KM TO EVERGREEN ROAD ON THE LEFT AND THE
 OM1385'STATION ON THE RIGHT. THE STATION IS A BRONZE DODGE COUNTY GEODETIC
 OM1385'CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST
 OM1385'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 14.7 M EAST
 OM1385'OF THE CENTERLINE OF STATE HIGHWAY 67, 24.6 M NORTHWEST OF WOOD POST
 OM1385'FOR A --DEAD END-- SIGN, 16.1 M NORTHWEST OF SOUTH QUARTER CORNER
 OM1385'--T8N R17E SECTION 32--, 14.5 M SOUTHEAST OF WOOD POST FOR A --DODGE
 OM1385'COUNTY-- SIGN, AND 14 M NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 OM1385'--N102--.  ---NOTE---THE STATION IS 1.0 M SOUTH AND 1.0 M EAST OF AN
 OM1385'ORANGE 4X4 PLASTIC WITNESS POST AND 0.4 M SOUTH OF A WHITE PLASTIC
 OM1385'WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 OM1385'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OM1385
 OM1385                          STATION RECOVERY (2006)
 OM1385
 OM1385'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 OM1385'RECOVERED IN GOOD CONDITION.
 OM1385
 OM1385                          STATION RECOVERY (2006)
 OM1385
 OM1385'RECOVERY NOTE BY US POWER SQUADRON 2006 (MSW)
 OM1385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9771 ***********************************************************************
 DF9771  DESIGNATION -  ASHIPPUN GPS AZ MK
 DF9771  PID         -  DF9771
 DF9771  STATE/COUNTY-  WI/WAUKESHA
 DF9771  COUNTRY     -  US
 DF9771  USGS QUAD   -  IXONIA (2018)
 DF9771
 DF9771                         *CURRENT SURVEY CONTROL
 DF9771  ______________________________________________________________________
 DF9771* NAD 83(1986) POSITION- 43 11 15.68   (N) 088 30 29.16   (W)   HD_HELD1
 DF9771* NAVD 88 ORTHO HEIGHT -   270.200 (meters)      886.48  (feet) ADJUSTED
 DF9771  ______________________________________________________________________
 DF9771  GEOID HEIGHT    -        -34.690 (meters)                     GEOID18
 DF9771  DYNAMIC HEIGHT  -        270.132 (meters)      886.26  (feet) COMP
 DF9771  MODELED GRAVITY -    980,363.0   (mgal)                       NAVD 88
 DF9771
 DF9771  VERT ORDER      -  SECOND    CLASS I
 DF9771
 DF9771.The horizontal coordinates were determined by differentially corrected
 DF9771.hand held GPS observations or other comparable positioning techniques
 DF9771.and have an estimated accuracy of +/- 3 meters.
 DF9771
 DF9771.The orthometric height was determined by differential leveling and
 DF9771.adjusted by the WI DEPT OF TRANSP
 DF9771.in May 2012.
 DF9771
 DF9771.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9771.GEOID18 height accuracy estimate available here.
 DF9771
 DF9771.Click photographs - Photos may exist for this station.
 DF9771
 DF9771.The dynamic height is computed by dividing the NAVD 88
 DF9771.geopotential number by the normal gravity value computed on the
 DF9771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9771.degrees latitude (g = 980.6199 gals.).
 DF9771
 DF9771.The modeled gravity was interpolated from observed gravity values.
 DF9771
 DF9771;                    North         East    Units  Estimated Accuracy
 DF9771;SPC WI S     -   133,025.5     721,266.2     MT  (+/- 3 meters HH1 GPS) 
 DF9771
 DF9771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7745182761(NAD 83)
 DF9771
 DF9771                          SUPERSEDED SURVEY CONTROL
 DF9771
 DF9771  NAVD 88 (04/20/07)  270.175  (m)          886.40   (f) SUPERSEDED  2 1
 DF9771  NAVD 88 (02/25/04)  270.139  (m)          886.28   (f) SUPERSEDED  2 1
 DF9771
 DF9771.Superseded values are not recommended for survey control.
 DF9771
 DF9771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9771.See file dsdata.pdf to determine how the superseded data were derived.
 DF9771
 DF9771_MARKER: DZ = AZIMUTH MARK DISK
 DF9771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9771_STAMPING: ASHIPPUN GPS 1992
 DF9771_MARK LOGO: WI-027
 DF9771_PROJECTION: FLUSH
 DF9771_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9771+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 DF9771
 DF9771  HISTORY     - Date     Condition        Report By
 DF9771  HISTORY     - 1992     MONUMENTED       WI-027
 DF9771  HISTORY     - 2001     GOOD             WIDT
 DF9771  HISTORY     - 20060828 GOOD             WIDT
 DF9771  HISTORY     - 20060924 GOOD             USPSQD
 DF9771
 DF9771                          STATION DESCRIPTION
 DF9771
 DF9771'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9771'THE STATION IS LOCATED ABOUT 18 KM EAST OF WATERTOWN AND 10 KM NORTH
 DF9771'OF OCONOMOWOC. OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO
 DF9771'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 WITH STATE
 DF9771'HIGHWAY 67 IN THE CITY OF OCONOMOWOC, GO NORTH ON STATE HIGHWAY 67
 DF9771'FOR 7.7 KM TO COUNTY HIGHWAY CW, CONTINUE NORTH ON STATE HIGHWAY 67
 DF9771'FOR 1.0 KM TO MOORE DRIVE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DF9771'THE STATION IS A BRONZE DODGE COUNTY GEODETIC CONTROL AZIMUTH MARK
 DF9771'DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT LEVEL
 DF9771'WITH THE HIGHWAY PAVEMENT. THE STATION IS 14.3 M EAST OF THE
 DF9771'CENTERLINE OF STATE HIGHWAY 67, 18.3 M NORTH-NORTHWEST OF WOOD POST
 DF9771'FOR THE CORNER OF A WOOD FENCE, AND 7.6 M NORTH OF THE CENTERLINE OF
 DF9771'MOORE DRIVE, 4.3 M NORTHEAST OF NORTH END OF 45-CM DIAMETER
 DF9771'REINFORCED CONCRETE CULVERT PIPE. ---NOTE---THE STATION IS 0.4 M WEST
 DF9771'OF A WHITE PLASTIC WITNESS POST. ---NOTE2---THIS STATION HAS NO
 DF9771'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DF9771'HORIZON.
 DF9771
 DF9771                          STATION RECOVERY (2006)
 DF9771
 DF9771'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9771'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- FROM
 DF9771'THE JUNCTION OF STATE HIGHWAY 67 WITH COUNTY HIGHWAY CW, GO NORTH ON
 DF9771'STATE HIGHWAY 67 FOR 0.4 MILE TO MILL STREET RIGHT, CONTINUE NORTH ON
 DF9771'STATE HIGHWAY 67 FOR 0.11 MILE TO MOORE DRIVE RIGHT (PRIVATE ENTRANCE
 DF9771'--W384 N9222--) AND THE STATION ON THE RIGHT.
 DF9771'ADD-- THE STATION IS 0.4 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE
 DF9771'WHITE PLASTIC WITNESS POSTS.
 DF9771
 DF9771                          STATION RECOVERY (2006)
 DF9771
 DF9771'RECOVERY NOTE BY US POWER SQUADRON 2006 (MSW)
 DF9771'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1383 ***********************************************************************
 OM1383  DESIGNATION -  ASHIPPUN W GPS
 OM1383  PID         -  OM1383
 OM1383  STATE/COUNTY-  WI/DODGE
 OM1383  COUNTRY     -  US
 OM1383  USGS QUAD   -  IXONIA (2018)
 OM1383
 OM1383                         *CURRENT SURVEY CONTROL
 OM1383  ______________________________________________________________________
 OM1383* NAD 83(2011) POSITION- 43 14 57.44556(N) 088 31 45.34781(W)   ADJUSTED
 OM1383* NAD 83(2011) ELLIP HT-   242.303 (meters)        (06/27/12)   ADJUSTED
 OM1383* NAD 83(2011) EPOCH   -  2010.00
 OM1383* NAVD 88 ORTHO HEIGHT -   277.063 (meters)      909.00  (feet) ADJUSTED
 OM1383  ______________________________________________________________________
 OM1383  GEOID HEIGHT    -        -34.760 (meters)                     GEOID18
 OM1383  NAD 83(2011) X  -    119,430.742 (meters)                     COMP
 OM1383  NAD 83(2011) Y  - -4,651,664.946 (meters)                     COMP
 OM1383  NAD 83(2011) Z  -  4,347,881.437 (meters)                     COMP
 OM1383  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 OM1383  DYNAMIC HEIGHT  -        276.995 (meters)      908.77  (feet) COMP
 OM1383  MODELED GRAVITY -    980,369.4   (mgal)                       NAVD 88
 OM1383  OBS GRAVITY     -    980,366.4   (mgal)                       GRAV_OBS
 OM1383
 OM1383  VERT ORDER      -  SECOND    CLASS I
 OM1383
 OM1383  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1383  Standards:
 OM1383         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1383            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1383  -------------------------------------------------------------------
 OM1383  NETWORK    0.29   0.35           0.13   0.10   0.18      0.01153022
 OM1383  -------------------------------------------------------------------
 OM1383  Click here for local accuracies and other accuracy information.
 OM1383
 OM1383.The horizontal coordinates were established by GPS observations
 OM1383.and adjusted by the National Geodetic Survey in June 2012.
 OM1383
 OM1383.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1383.been affixed to the stable North American tectonic plate. See 
 OM1383.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1383
 OM1383.The horizontal coordinates are valid at the epoch date displayed above
 OM1383.which is a decimal equivalence of Year/Month/Day.
 OM1383
 OM1383.The orthometric height was determined by differential leveling and
 OM1383.adjusted by the WI DEPT OF TRANSP
 OM1383.in May 2012.
 OM1383
 OM1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1383.GEOID18 height accuracy estimate available here.
 OM1383
 OM1383.Click photographs - Photos may exist for this station.
 OM1383
 OM1383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1383
 OM1383.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1383
 OM1383.The ellipsoidal height was determined by GPS observations
 OM1383.and is referenced to NAD 83.
 OM1383
 OM1383.The dynamic height is computed by dividing the NAVD 88
 OM1383.geopotential number by the normal gravity value computed on the
 OM1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1383.degrees latitude (g = 980.6199 gals.).
 OM1383
 OM1383.The modeled gravity was interpolated from observed gravity values.
 OM1383
 OM1383.The observed gravity was obtained from relative gravimeter ties
 OM1383.to the IGSN71 gravity network.
 OM1383
 OM1383. The following values were computed from the NAD 83(2011) position.
 OM1383
 OM1383;                    North         East     Units Scale Factor Converg.
 OM1383;SPC WI S     -   139,837.163   719,425.498   MT  0.99993605   +1 00 38.0
 OM1383;SPC WI S     -   458,782.43  2,360,315.15   sFT  0.99993605   +1 00 38.0
 OM1383;UTM  16      - 4,789,633.973   375,856.448   MT  0.99978958   -1 02 52.6
 OM1383
 OM1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1383!SPC WI S     -   0.99996200  x   0.99993605  =   0.99989806
 OM1383!UTM  16      -   0.99996200  x   0.99978958  =   0.99975159
 OM1383
 OM1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7585689633(NAD 83)
 OM1383
 OM1383                          SUPERSEDED SURVEY CONTROL
 OM1383
 OM1383  NAD 83(2007)-  43 14 57.44551(N)    088 31 45.34872(W) AD(2002.00) 0
 OM1383  ELLIP H (02/10/07)  242.336  (m)                       GP(2002.00)    
 OM1383  NAD 83(1997)-  43 14 57.44548(N)    088 31 45.34890(W) AD(       ) 1
 OM1383  ELLIP H (04/02/04)  242.343  (m)                       GP(       ) 4 1
 OM1383  NAVD 88             277.04   (m)          908.9    (f) LEVELING    3  
 OM1383  NAVD 88 (04/20/07)  277.038  (m)          908.92   (f) SUPERSEDED  2 1
 OM1383  NAVD 88             277.00   (m)          908.8    (f) LEVELING    3  
 OM1383  NAVD 88 (02/25/04)  277.001  (m)          908.79   (f) SUPERSEDED  2 1
 OM1383
 OM1383.Superseded values are not recommended for survey control.
 OM1383
 OM1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1383.See file dsdata.pdf to determine how the superseded data were derived.
 OM1383
 OM1383_MARKER: DD = SURVEY DISK
 OM1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1383_STAMPING: ASHIPPUN W GPS 1992
 OM1383_MARK LOGO: WI-027
 OM1383_PROJECTION: FLUSH
 OM1383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1383+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 OM1383
 OM1383  HISTORY     - Date     Condition        Report By
 OM1383  HISTORY     - 1992     MONUMENTED       WI-027
 OM1383  HISTORY     - 19931122 GOOD             WIDT
 OM1383  HISTORY     - 2001     GOOD             WIDT
 OM1383  HISTORY     - 20060612 GOOD             WIDT
 OM1383
 OM1383                          STATION DESCRIPTION
 OM1383
 OM1383'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1383'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1383'DODGE COUNTY GRID REFERENCE O13, ABOUT 4.2 KM (2.60 MI)
 OM1383'NORTH-NORTHWEST OF ASHIPPUN, IN THE SOUTHEAST CORNER OF THE NORTHWEST
 OM1383'1/4 OF SECTION 18, T09N, R17E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT
 OM1383'DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION
 OM1383'COORDINATES.
 OM1383'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAYS MM
 OM1383'AND EE, GO SOUTH ON COUNTY TRUNK HIGHWAY EE FOR 2.3 KM (1.40 MI) TO
 OM1383'THE STATION ON THE RIGHT.
 OM1383'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1383'FLUSH WITH THE GROUND.  IT IS 10.7 M (35.1 FT) WEST FROM THE CENTER
 OM1383'OF COUNTY TRUNK HIGHWAY EE AND 0.5 M (1.6 FT) EAST FROM A WHITE
 OM1383'PLASTIC T-POST.
 OM1383
 OM1383                          STATION RECOVERY (2001)
 OM1383
 OM1383'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1383'THE STATION IS LOCATED ABOUT 17 KM EAST OF WATERTOWN AND 16 KM NORTH
 OM1383'OF OCONOMOWOC. OWNERSHIP--DODGE COUNTY. TO REACH THE STATION FROM THE
 OM1383'JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 67 ABOUT 1.6 KM NORTH
 OM1383'OF THE VILLAGE OF NEOSHO, GO SOUTH ON STATE HIGHWAY 67 FOR 6.4 KM TO
 OM1383'COUNTY HIGHWAY MM, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY MM FOR
 OM1383'1.3 KM TO COUNTY HIGHWAY EE, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY
 OM1383'EE FOR 1.6 KM TO LAFOLLETE ROAD ON THE RIGHT, CONTINUE SOUTH ON
 OM1383'COUNTY HIGHWAY EE FOR 0.6 KM TO THE STATION ON THE RIGHT. THE STATION
 OM1383'IS A BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP
 OM1383'A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1 M
 OM1383'BELOW THE HIGHWAY PAVEMENT. THE STATION IS 10.8 M WEST OF THE
 OM1383'CENTERLINE OF COUNTY HIGHWAY EE, 54.3 M SOUTHWEST OF TELEPHONE POLE
 OM1383'--E57-12096--, 44.4 M NORTHWEST OF TELEPHONE POLE --E57-12095--, AND
 OM1383'7 M EAST OF CULTIVATED FIELD. ---NOTE---THE STATION IS NORTH, SOUTH
 OM1383'AND EAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS AND 0.5 M EAST OF
 OM1383'A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 OM1383'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 OM1383
 OM1383                          STATION RECOVERY (2006)
 OM1383
 OM1383'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OM1383'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.18 MILE NORTH OF
 OM1383'JOHNSON LANE AND 0.11 MILE SOUTH OF PRIVATE ENTRANCE --N1619--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9572 ***********************************************************************
 DF9572  DESIGNATION -  ASHIPPUN W GPS AZ MK
 DF9572  PID         -  DF9572
 DF9572  STATE/COUNTY-  WI/DODGE
 DF9572  COUNTRY     -  US
 DF9572  USGS QUAD   -  HUSTISFORD (2018)
 DF9572
 DF9572                         *CURRENT SURVEY CONTROL
 DF9572  ______________________________________________________________________
 DF9572* NAD 83(1986) POSITION- 43 15 20.7    (N) 088 31 51.7    (W)   HD_HELD2
 DF9572* NAVD 88 ORTHO HEIGHT -   288.595 (meters)      946.83  (feet) ADJUSTED
 DF9572  ______________________________________________________________________
 DF9572  GEOID HEIGHT    -        -34.766 (meters)                     GEOID18
 DF9572  DYNAMIC HEIGHT  -        288.525 (meters)      946.60  (feet) COMP
 DF9572  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 DF9572
 DF9572  VERT ORDER      -  SECOND    CLASS I
 DF9572
 DF9572.The horizontal coordinates were established by autonomous hand held GPS
 DF9572.observations and have an estimated accuracy of +/- 10 meters.
 DF9572
 DF9572.The orthometric height was determined by differential leveling and
 DF9572.adjusted by the WI DEPT OF TRANSP
 DF9572.in May 2012.
 DF9572
 DF9572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9572.GEOID18 height accuracy estimate available here.
 DF9572
 DF9572.Click photographs - Photos may exist for this station.
 DF9572
 DF9572.The dynamic height is computed by dividing the NAVD 88
 DF9572.geopotential number by the normal gravity value computed on the
 DF9572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9572.degrees latitude (g = 980.6199 gals.).
 DF9572
 DF9572.The modeled gravity was interpolated from observed gravity values.
 DF9572
 DF9572;                    North         East    Units  Estimated Accuracy
 DF9572;SPC WI S     -   140,552.      719,270.      MT  (+/- 10 meters HH2 GPS)
 DF9572
 DF9572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7572690353(NAD 83)
 DF9572
 DF9572                          SUPERSEDED SURVEY CONTROL
 DF9572
 DF9572  NAVD 88 (04/20/07)  288.569  (m)          946.75   (f) SUPERSEDED  2 1
 DF9572  NAVD 88 (02/25/04)  288.532  (m)          946.63   (f) SUPERSEDED  2 1
 DF9572
 DF9572.Superseded values are not recommended for survey control.
 DF9572
 DF9572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9572.See file dsdata.pdf to determine how the superseded data were derived.
 DF9572
 DF9572_MARKER: DZ = AZIMUTH MARK DISK
 DF9572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9572_STAMPING: ASHIPPUN W GPS 1992
 DF9572_MARK LOGO: WI-027
 DF9572_PROJECTION: FLUSH
 DF9572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9572+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DF9572
 DF9572  HISTORY     - Date     Condition        Report By
 DF9572  HISTORY     - 1992     MONUMENTED       WI-027
 DF9572  HISTORY     - 2002     GOOD             WIDT
 DF9572  HISTORY     - 20060612 GOOD             WIDT
 DF9572
 DF9572                          STATION DESCRIPTION
 DF9572
 DF9572'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF9572'THE STATION IS LOCATED ABOUT 17 KM NORTHEAST OF WATERTOWN, 16 KM
 DF9572'NORTH OF OCONOMOWOC, AND 15 KM SOUTHWEST OF HARTFORD.
 DF9572'OWNERSHIP--DODGE COUNTY. TO REACH THE STATION FROM THE JUNCTION STATE
 DF9572'HIGHWAY 60 WITH STATE HIGHWAY 67 ABOUT 2 KM NORTH OF THE VILLAGE OF
 DF9572'NEOSHO, GO SOUTH ON STATE HIGHWAY 67 FOR 6.4 KM TO COUNTY HIGHWAY MM
 DF9572'ON THE RIGHT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY MM FOR 1.1 KM
 DF9572'TO COUNTY HIGHWAY EE, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY EE FOR
 DF9572'1.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE DODGE
 DF9572'COUNTY GEODETIC CONTROL AZIMUTH MARK DISK SET IN THE TOP OF A 45-CM
 DF9572'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH
 DF9572'THE HIGHWAY PAVEMENT.  THE STATION IS 16.3 M WEST OF THE CENTERLINE
 DF9572'OF COUNTY HIGHWAY EE, 65 M SOUTH OF THE EXTENDED CENTERLINE OF
 DF9572'PRIVATE ENTRANCE --N1767--, 49 M NORTH OF THE EXTENDED CENTERLINE OF
 DF9572'PRIVATE ENTRANCE --N1738--, AND 25.4 M NORTH OF THE TOP CENTER OF AN
 DF9572'80-CM X 80-CM GREEN ELECTRICAL BOX --94-U-11294--. ---NOTE---THE
 DF9572'STATION IS 0.3 M EAST OF A WHITE PLASTIC WITNESS POST.
 DF9572'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9572'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9572
 DF9572                          STATION RECOVERY (2006)
 DF9572
 DF9572'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9572'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 MILE SOUTH OF
 DF9572'LEDGE ROAD, 0.1 M NORTH OF LAFOLLETTE ROAD, 65.0 M SOUTH OF THE
 DF9572'CENTERLINE OF PRIVATE ENTRANCE --N1767--, AND 0.3 M EAST, 1.0 M
 DF9572'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9572'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION IS A TREE TO THE WEST
 DF9572'EXTENDING TO 40 DEGREES ABOVE THE HORIZON AND TREES IN THE EAST
 DF9572'QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1281 ***********************************************************************
 NH1281  DESIGNATION -  ASHLAND
 NH1281  PID         -  NH1281
 NH1281  STATE/COUNTY-  WI/ROCK
 NH1281  COUNTRY     -  US
 NH1281  USGS QUAD   -  SHOPIERE (2018)
 NH1281
 NH1281                         *CURRENT SURVEY CONTROL
 NH1281  ______________________________________________________________________
 NH1281* NAD 83(1991) POSITION- 42 32 13.70900(N) 088 56 08.68355(W)   ADJUSTED
 NH1281* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 NH1281  ______________________________________________________________________
 NH1281  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 NH1281  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 NH1281  HORZ ORDER      -  SECOND
 NH1281
 NH1281.The horizontal coordinates were established by classical geodetic methods
 NH1281.and adjusted by the National Geodetic Survey in November 1991.
 NH1281
 NH1281.The orthometric height was scaled from a topographic map.
 NH1281
 NH1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1281.GEOID18 height accuracy estimate available here.
 NH1281
 NH1281.Click photographs - Photos may exist for this station.
 NH1281
 NH1281.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1281
 NH1281. The following values were computed from the NAD 83(1991) position.
 NH1281
 NH1281;                    North         East     Units Scale Factor Converg.
 NH1281;SPC WI S     -    60,230.531   687,430.471   MT  1.00004533   +0 43 52.5
 NH1281;SPC WI S     -   197,606.33  2,255,344.80   sFT  1.00004533   +0 43 52.5
 NH1281;SPC WI S     -   197,606.33  2,255,344.80   sFT  1.00004533   +0 43 52.5
 NH1281;SPC IL W     -   652,478.312   801,115.340   MT  1.00006693   +0 49 56.1
 NH1281;SPC IL W     - 2,140,672.60  2,628,325.91   sFT  1.00006693   +0 49 56.1
 NH1281;SPC WI S     -    60,230.531   687,430.471   MT  1.00004533   +0 43 52.5
 NH1281;UTM  16      - 4,711,233.002   341,038.800   MT  0.99991090   -1 18 32.3
 NH1281
 NH1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1281!SPC WI S     -   0.99996437  x   1.00004533  =   1.00000970
 NH1281!SPC IL W     -   0.99996437  x   1.00006693  =   1.00003130
 NH1281!SPC WI S     -   0.99996437  x   1.00004533  =   1.00000970
 NH1281!UTM  16      -   0.99996437  x   0.99991090  =   0.99987527
 NH1281
 NH1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4103811233(NAD 83)
 NH1281
 NH1281|---------------------------------------------------------------------|
 NH1281| PID    Reference Object                     Distance      Geod. Az  |
 NH1281|                                                           dddmmss.s |
 NH1281| CI8938 ASHLAND RM                           11.650 METERS 20227     |
 NH1281| NH1280 CUT                                 385.841 METERS 28030     |
 NH1281|---------------------------------------------------------------------|
 NH1281
 NH1281                          SUPERSEDED SURVEY CONTROL
 NH1281
 NH1281  NAD 83(1986)-  42 32 13.70631(N)    088 56 08.68750(W) AD(       ) 2
 NH1281  NAD 27      -  42 32 13.65100(N)    088 56 08.29700(W) AD(       ) 2
 NH1281  USSD        -  42 32 13.73900(N)    088 56 08.09000(W) AD(       ) 3
 NH1281
 NH1281.Superseded values are not recommended for survey control.
 NH1281
 NH1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1281.See file dsdata.pdf to determine how the superseded data were derived.
 NH1281
 NH1281_MARKER: DS = TRIANGULATION STATION DISK
 NH1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1281_STAMPING: ASHLAND 1920
 NH1281_MARK LOGO: CGS
 NH1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1281+STABILITY: SURFACE MOTION
 NH1281
 NH1281  HISTORY     - Date     Condition        Report By
 NH1281  HISTORY     - 1920     MONUMENTED       CGS
 NH1281  HISTORY     - 1930     GOOD             CGS
 NH1281  HISTORY     - 1958     SEE DESCRIPTION  CHIAS
 NH1281  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1281
 NH1281                          STATION DESCRIPTION
 NH1281
 NH1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1281'STATION IS LOCATED ABOUT 6 MILES E OF BELOIT, ON THE S SIDE
 NH1281'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK,
 NH1281'150 YARDS W OF A ROAD CROSSING, 330 YARDS E OF RAILROAD BRIDGE
 NH1281'NO. E 184, 110 YARDS E OF THE PORTER SIGN MARKED STATION 1
 NH1281'MILE, AND 1.96 METERS (6.43 FEET) S OF THE S AND NEAREST RAIL.
 NH1281'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 NH1281'SET IN CONCRETE AS DESCRIBED.
 NH1281'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 NH1281'FENCE LINE, 11.65 METERS (38.22 FEET) FROM THE STATION,
 NH1281'S 22 DEG 27 MIN W.
 NH1281
 NH1281                          STATION RECOVERY (1930)
 NH1281
 NH1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1281'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH1281'ADEQUATE.
 NH1281'
 NH1281'THIS IS A TRAVERSE STATION.
 NH1281
 NH1281                          STATION RECOVERY (1958)
 NH1281
 NH1281'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1958
 NH1281'STATION OR REFERENCE MARKS WERE NOT RECOVERED.  A THOROUGH
 NH1281'SEARCH WAS NOT MADE BECAUSE THERE WAS EVIDENCE OF UNSUCCESSFUL
 NH1281'DIGGING BY SOMEONE ELSE.  THE MARKS PROBABLY STILL EXIST BUT
 NH1281'ARE BURIED.  HOWEVER, SINCE THE REFERENCE MARKS CANNOT BE
 NH1281'FOUND A TRAVERSE WOULD PROBABLY HAVE TO BE RUN TO TIE DOWN THE
 NH1281'APPROXIMATE LOCATIONS FOR DIGGING.  A MORE COMPLETE DESCRIPTION
 NH1281'AND ADDITIONAL REFERENCE MARKS ARE ALSO NEEDED.
 NH1281
 NH1281                          STATION RECOVERY (2001)
 NH1281
 NH1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1281'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0733 ***********************************************************************
 RM0733  DESIGNATION -  ASHLAND ABANDONED DISTILL STK
 RM0733  PID         -  RM0733
 RM0733  STATE/COUNTY-  WI/ASHLAND
 RM0733  COUNTRY     -  US
 RM0733  USGS QUAD   -  ASHLAND WEST (2018)
 RM0733
 RM0733                         *CURRENT SURVEY CONTROL
 RM0733  ______________________________________________________________________
 RM0733* NAD 83(1996) POSITION- 46 34 53.52340(N) 090 54 12.59988(W)   ADJUSTED
 RM0733  ______________________________________________________________________
 RM0733  GEOID HEIGHT    -        -31.627 (meters)                     GEOID18
 RM0733  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 RM0733  HORZ ORDER      -  THIRD
 RM0733
 RM0733.The horizontal coordinates were established by classical geodetic methods
 RM0733.and adjusted by the National Geodetic Survey in March 1999.
 RM0733
 RM0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0733.GEOID18 height accuracy estimate available here.
 RM0733
 RM0733.Click photographs - Photos may exist for this station.
 RM0733
 RM0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0733
 RM0733. The following values were computed from the NAD 83(1996) position.
 RM0733
 RM0733;                    North         East     Units Scale Factor Converg.
 RM0733;SPC WI N     -   157,652.203   530,752.216   MT  0.99997140   -0 39 06.3
 RM0733;SPC WI N     -   517,230.60  1,741,309.56   sFT  0.99997140   -0 39 06.3
 RM0733;UTM  15      - 5,160,798.251   660,625.845   MT  0.99991714   +1 31 23.2
 RM0733
 RM0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6062560798(NAD 83)
 RM0733
 RM0733                          SUPERSEDED SURVEY CONTROL
 RM0733
 RM0733  NAD 83(1991)-  46 34 53.52332(N)    090 54 12.59981(W) AD(       ) 3
 RM0733  NAD 83(1986)-  46 34 53.51775(N)    090 54 12.59487(W) AD(       ) 3
 RM0733  NAD 27      -  46 34 53.71200(N)    090 54 11.91200(W) AD(       ) 3
 RM0733
 RM0733.Superseded values are not recommended for survey control.
 RM0733
 RM0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0733.See file dsdata.pdf to determine how the superseded data were derived.
 RM0733
 RM0733_MARKER: 63 = STACK
 RM0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0733+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 RM0733
 RM0733  HISTORY     - Date     Condition        Report By
 RM0733  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0733  HISTORY     - 20020617 GOOD             USPSQD
 RM0733  HISTORY     - 20031221 GOOD             USPSQD
 RM0733  HISTORY     - 20120725 GOOD             GEOCAC
 RM0733
 RM0733                          STATION DESCRIPTION
 RM0733
 RM0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0733'THIS IS THE STACK AT AN OLD ABANDONED DISTILLERY AND IS LOCATED
 RM0733'AT THIRD STREET AND EIGHTEENTH AVENUE IN THE CITY OF ASHLAND.
 RM0733'IT IS A CONCRETE STACK 135 FEET HIGH.
 RM0733'
 RM0733'THE CENTER OF THE STACK WAS OBSERVED UPON FROM TRIANGULATION
 RM0733'STATIONS CLUB, NASH (NO. 91 U.S.E.), ELLIS AND HANSON.
 RM0733
 RM0733                          STATION RECOVERY (2002)
 RM0733
 RM0733'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0733'RECOVERED IN GOOD CONDITION.
 RM0733
 RM0733                          STATION RECOVERY (2003)
 RM0733
 RM0733'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0733'STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE SMOKESTACK IS AT
 RM0733'THE ASHLAND CONSTRUCTION COMPANY AT 1721 THIRD STREET.
 RM0733
 RM0733                          STATION RECOVERY (2012)
 RM0733
 RM0733'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RM0733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0743 ***********************************************************************
 RM0743  DESIGNATION -  ASHLAND BEASER GRAMMAR SCH CUP
 RM0743  PID         -  RM0743
 RM0743  STATE/COUNTY-  WI/ASHLAND
 RM0743  COUNTRY     -  US
 RM0743  USGS QUAD   -  ASHLAND WEST (2018)
 RM0743
 RM0743                         *CURRENT SURVEY CONTROL
 RM0743  ______________________________________________________________________
 RM0743* NAD 83(1996) POSITION- 46 34 52.99685(N) 090 53 38.65087(W)   ADJUSTED
 RM0743  ______________________________________________________________________
 RM0743  GEOID HEIGHT    -        -31.641 (meters)                     GEOID18
 RM0743  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 RM0743  HORZ ORDER      -  THIRD
 RM0743
 RM0743.The horizontal coordinates were established by classical geodetic methods
 RM0743.and adjusted by the National Geodetic Survey in March 1999.
 RM0743
 RM0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0743.GEOID18 height accuracy estimate available here.
 RM0743
 RM0743.Click photographs - Photos may exist for this station.
 RM0743
 RM0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0743
 RM0743. The following values were computed from the NAD 83(1996) position.
 RM0743
 RM0743;                    North         East     Units Scale Factor Converg.
 RM0743;SPC WI N     -   157,627.766   531,474.776   MT  0.99997138   -0 38 41.8
 RM0743;SPC WI N     -   517,150.43  1,743,680.16   sFT  0.99997138   -0 38 41.8
 RM0743;UTM  15      - 5,160,801.254   661,348.773   MT  0.99992000   +1 31 47.9
 RM0743
 RM0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6134860801(NAD 83)
 RM0743
 RM0743                          SUPERSEDED SURVEY CONTROL
 RM0743
 RM0743  NAD 83(1991)-  46 34 52.99677(N)    090 53 38.65078(W) AD(       ) 3
 RM0743  NAD 83(1986)-  46 34 52.99119(N)    090 53 38.64582(W) AD(       ) 3
 RM0743  NAD 27      -  46 34 53.18600(N)    090 53 37.96100(W) AD(       ) 3
 RM0743
 RM0743.Superseded values are not recommended for survey control.
 RM0743
 RM0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0743.See file dsdata.pdf to determine how the superseded data were derived.
 RM0743
 RM0743_MARKER: 86 = CUPOLA
 RM0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0743+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 RM0743
 RM0743  HISTORY     - Date     Condition        Report By
 RM0743  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0743  HISTORY     - 20020617 GOOD             USPSQD
 RM0743  HISTORY     - 20031221 GOOD             USPSQD
 RM0743  HISTORY     - 20120725 GOOD             GEOCAC
 RM0743
 RM0743                          STATION DESCRIPTION
 RM0743
 RM0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0743'THIS IS THE CUPOLA ON THE CENTER OF THE BEASER GRAMMAR SCHOOL
 RM0743'OF ASHLAND AND IS LOCATED AT SIXTH STREET AND BEASER AVENUE.
 RM0743'THE TIP OF THE CUPOLA WAS OBSERVED UPON FROM TRIANGULATION
 RM0743'STATIONS CLUB, HANSON, ELLIS AND NASH (NO. 91 U.S.E.).
 RM0743
 RM0743                          STATION RECOVERY (2002)
 RM0743
 RM0743'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0743'RECOVERED IN GOOD CONDITION.
 RM0743
 RM0743                          STATION RECOVERY (2003)
 RM0743
 RM0743'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0743'STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE CUPOLA IS
 RM0743'HEXAGONAL IN SHAPE WITH OPENINGS ON EACH SIDE WITH A GREEN TILED ROOF.
 RM0743'THE BUILDING IS OCCUPIED BY --C.E.S.A. 12-- AND IS LOCATED AT THE
 RM0743'SOUTHEAST CORNER OF SIXTH STREET AND BEASER AVENUE.
 RM0743
 RM0743                          STATION RECOVERY (2012)
 RM0743
 RM0743'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RM0743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0721 ***********************************************************************
 RM0721  DESIGNATION -  ASHLAND BREAKWATER LIGHTHOUSE
 RM0721  PID         -  RM0721
 RM0721  STATE/COUNTY-  WI/ASHLAND
 RM0721  COUNTRY     -  US
 RM0721  USGS QUAD   -  LONG ISLAND (2018)
 RM0721
 RM0721                         *CURRENT SURVEY CONTROL
 RM0721  ______________________________________________________________________
 RM0721* NAD 83(1996) POSITION- 46 37 41.28683(N) 090 52 13.60209(W)   ADJUSTED
 RM0721  ______________________________________________________________________
 RM0721  GEOID HEIGHT    -        -31.818 (meters)                     GEOID18
 RM0721  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 RM0721  HORZ ORDER      -  THIRD
 RM0721
 RM0721.The horizontal coordinates were established by classical geodetic methods
 RM0721.and adjusted by the National Geodetic Survey in March 1999.
 RM0721
 RM0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0721.GEOID18 height accuracy estimate available here.
 RM0721
 RM0721.Click photographs - Photos may exist for this station.
 RM0721
 RM0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0721
 RM0721. The following values were computed from the NAD 83(1996) position.
 RM0721
 RM0721;                    North         East     Units Scale Factor Converg.
 RM0721;SPC WI N     -   162,803.775   533,342.342   MT  0.99997761   -0 37 40.5
 RM0721;SPC WI N     -   534,132.05  1,749,807.33   sFT  0.99997761   -0 37 40.5
 RM0721;UTM  15      - 5,166,044.160   663,018.416   MT  0.99992666   +1 32 54.0
 RM0721
 RM0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6301866044(NAD 83)
 RM0721
 RM0721                          SUPERSEDED SURVEY CONTROL
 RM0721
 RM0721  NAD 83(1991)-  46 37 41.28690(N)    090 52 13.60188(W) AD(       ) 3
 RM0721  NAD 83(1986)-  46 37 41.28126(N)    090 52 13.59684(W) AD(       ) 3
 RM0721  NAD 27      -  46 37 41.47800(N)    090 52 12.91400(W) AD(       ) 3
 RM0721
 RM0721.Superseded values are not recommended for survey control.
 RM0721
 RM0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0721.See file dsdata.pdf to determine how the superseded data were derived.
 RM0721
 RM0721_MARKER: 13 = LIGHTHOUSE
 RM0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0721+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 RM0721
 RM0721  HISTORY     - Date     Condition        Report By
 RM0721  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0721  HISTORY     - 1989     GOOD             USPSQD
 RM0721  HISTORY     - 20020617 GOOD             USPSQD
 RM0721  HISTORY     - 20031221 GOOD             USPSQD
 RM0721  HISTORY     - 20120725 GOOD             GEOCAC
 RM0721
 RM0721                          STATION DESCRIPTION
 RM0721
 RM0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0721'THE LIGHTHOUSE IS LOCATED ON THE WEST END OF THE BREAKWATER
 RM0721'LYING OFF THE CITY OF ASHLAND IN CHEQUAMEGON BAY.
 RM0721'
 RM0721'THE TOP OF THE LIGHTHOUSE WAS OBSERVED UPON FROM TRIANGULATION
 RM0721'STATIONS SWAN, HANSON, ELLIS, NASH (NO. 91 U.S.E.), AND U.S.E.
 RM0721'NO. 80.
 RM0721
 RM0721                          STATION RECOVERY (1989)
 RM0721
 RM0721'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0721'RECOVERED IN GOOD CONDITION.
 RM0721
 RM0721                          STATION RECOVERY (2002)
 RM0721
 RM0721'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0721'RECOVERED IN GOOD CONDITION.
 RM0721
 RM0721                          STATION RECOVERY (2003)
 RM0721
 RM0721'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0721'RECOVERED IN GOOD CONDITION.
 RM0721
 RM0721                          STATION RECOVERY (2012)
 RM0721
 RM0721'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RM0721'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6301 ***********************************************************************
 DO6301  DESIGNATION -  ASHLAND CORS ARP
 DO6301  PID         -  DO6301
 DO6301  STATE/COUNTY-  WI/ASHLAND
 DO6301  COUNTRY     -  US
 DO6301  USGS QUAD   -  ASHLAND WEST (2018)
 DO6301
 DO6301                         *CURRENT SURVEY CONTROL
 DO6301  ______________________________________________________________________
 DO6301* NAD 83(1986) POSITION- 46 33 07.67   (N) 090 54 50.38   (W)   HD_HELD1
 DO6301* NAVD 88 ORTHO HEIGHT -   253.386 (meters)      831.32  (feet) ADJUSTED
 DO6301  ______________________________________________________________________
 DO6301  GEOID HEIGHT    -        -31.475 (meters)                     GEOID18
 DO6301  DYNAMIC HEIGHT  -        253.393 (meters)      831.34  (feet) COMP
 DO6301  MODELED GRAVITY -    980,635.2   (mgal)                       NAVD 88
 DO6301
 DO6301  VERT ORDER      -  SECOND    CLASS I
 DO6301
 DO6301.The horizontal coordinates were determined by differentially corrected
 DO6301.hand held GPS observations or other comparable positioning techniques
 DO6301.and have an estimated accuracy of +/- 3 meters.
 DO6301
 DO6301.The orthometric height was determined by differential leveling and
 DO6301.adjusted by the NATIONAL GEODETIC SURVEY
 DO6301.in February 2017.
 DO6301
 DO6301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6301.GEOID18 height accuracy estimate available here.
 DO6301
 DO6301.Click photographs - Photos may exist for this station.
 DO6301
 DO6301.The dynamic height is computed by dividing the NAVD 88
 DO6301.geopotential number by the normal gravity value computed on the
 DO6301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6301.degrees latitude (g = 980.6199 gals.).
 DO6301
 DO6301.The modeled gravity was interpolated from observed gravity values.
 DO6301
 DO6301;                    North         East    Units  Estimated Accuracy
 DO6301;SPC WI N     -   154,393.1     529,910.3     MT  (+/- 3 meters HH1 GPS) 
 DO6301
 DO6301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5990857509(NAD 83)
 DO6301
 DO6301                          SUPERSEDED SURVEY CONTROL
 DO6301
 DO6301  NAVD 88 (07/25/13)  253.401  (m)          831.37   (f) SUPERSEDED  2 1
 DO6301
 DO6301.Superseded values are not recommended for survey control.
 DO6301
 DO6301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6301.See file dsdata.pdf to determine how the superseded data were derived.
 DO6301
 DO6301_MARKER: Z = SEE DESCRIPTION
 DO6301_SETTING: 0 = UNSPECIFIED SETTING
 DO6301_SP_SET: ANTENNA REFERENCE POINT
 DO6301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6301+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2012
 DO6301
 DO6301  HISTORY     - Date     Condition        Report By
 DO6301  HISTORY     - 2010     MONUMENTED       WIDT
 DO6301  HISTORY     - 20121011 GOOD             WIDT
 DO6301
 DO6301                          STATION DESCRIPTION
 DO6301
 DO6301'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6301'THE STATION IS THE ANTENNA REFERENCE POINT FOR THE CORS STATION AT THE
 DO6301'JOHN F KENNEDY MEMORIAL AIRPORT, LOCATED ABOUT 3 MI (4.8 KM)
 DO6301'SOUTH-SOUTHWEST OF THE CITY OF ASHLAND.
 DO6301'
 DO6301'THE ANTENNA REFERENCE POINT IS LOCATED ATOP THE 8 FT (2.4 M) CONCRETE
 DO6301'OBELISK, LOCATED 12 FT (3.7 M) EAST OF THE EDGE OF PAVEMENT OF THE
 DO6301'PARKING LOT, 33.5 FT (10.2 M) SOUTH OF A 15 INCH (38 CM) CORRUGATED
 DO6301'METAL PIPE, 92.8 FT (28.3 M) EAST OF THE SOUTHEAST CORNER OF A LOG
 DO6301'CABIN STRUCTURE WHICH SERVES AS THE MAIN AIRPORT TERMINAL BUILDING,
 DO6301'AND ABOUT 1 FT (0.3 M) ABOVE GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0890 ***********************************************************************
 RM0890  CBN         -  This is a Cooperative Base Network Control Station.
 RM0890  PACS        -  This is a Primary Airport Control Station.
 RM0890  DESIGNATION -  ASHLAND GPS
 RM0890  PID         -  RM0890
 RM0890  STATE/COUNTY-  WI/ASHLAND
 RM0890  COUNTRY     -  US
 RM0890  USGS QUAD   -  ASHLAND WEST (2018)
 RM0890
 RM0890                         *CURRENT SURVEY CONTROL
 RM0890  ______________________________________________________________________
 RM0890* NAD 83(2011) POSITION- 46 33 05.94204(N) 090 54 57.26501(W)   ADJUSTED
 RM0890* NAD 83(2011) ELLIP HT-   219.273 (meters)        (06/27/12)   ADJUSTED
 RM0890* NAD 83(2011) EPOCH   -  2010.00
 RM0890* NAVD 88 ORTHO HEIGHT -   250.748 (meters)      822.66  (feet) ADJUSTED
 RM0890  ______________________________________________________________________
 RM0890  GEOID HEIGHT    -        -31.470 (meters)                     GEOID18
 RM0890  NAD 83(2011) X  -    -70,240.206 (meters)                     COMP
 RM0890  NAD 83(2011) Y  - -4,393,595.420 (meters)                     COMP
 RM0890  NAD 83(2011) Z  -  4,607,789.940 (meters)                     COMP
 RM0890  LAPLACE CORR    -         -5.53  (seconds)                    DEFLEC18
 RM0890  DYNAMIC HEIGHT  -        250.755 (meters)      822.69  (feet) COMP
 RM0890  MODELED GRAVITY -    980,635.2   (mgal)                       NAVD 88
 RM0890
 RM0890  VERT ORDER      -  SECOND    CLASS I
 RM0890
 RM0890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RM0890  Standards:
 RM0890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RM0890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RM0890  -------------------------------------------------------------------
 RM0890  NETWORK    0.32   0.47           0.14   0.12   0.24      0.00848750
 RM0890  -------------------------------------------------------------------
 RM0890  Click here for local accuracies and other accuracy information.
 RM0890
 RM0890.This mark is at John F Kennedy Mem Airport (ASX)
 RM0890
 RM0890.The horizontal coordinates were established by GPS observations
 RM0890.and adjusted by the National Geodetic Survey in June 2012.
 RM0890
 RM0890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RM0890.been affixed to the stable North American tectonic plate. See 
 RM0890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RM0890
 RM0890.The horizontal coordinates are valid at the epoch date displayed above
 RM0890.which is a decimal equivalence of Year/Month/Day.
 RM0890
 RM0890.The orthometric height was determined by differential leveling and
 RM0890.adjusted by the NATIONAL GEODETIC SURVEY
 RM0890.in February 2017.
 RM0890
 RM0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0890.GEOID18 height accuracy estimate available here.
 RM0890
 RM0890.Click photographs - Photos may exist for this station.
 RM0890
 RM0890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0890
 RM0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0890
 RM0890.The ellipsoidal height was determined by GPS observations
 RM0890.and is referenced to NAD 83.
 RM0890
 RM0890.The dynamic height is computed by dividing the NAVD 88
 RM0890.geopotential number by the normal gravity value computed on the
 RM0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0890.degrees latitude (g = 980.6199 gals.).
 RM0890
 RM0890.The modeled gravity was interpolated from observed gravity values.
 RM0890
 RM0890. The following values were computed from the NAD 83(2011) position.
 RM0890
 RM0890;                    North         East     Units Scale Factor Converg.
 RM0890;SPC WI N     -   154,341.471   529,763.033   MT  0.99996777   -0 39 38.6
 RM0890;SPC WI N     -   506,368.64  1,738,064.22   sFT  0.99996777   -0 39 38.6
 RM0890;UTM  15      - 5,157,452.553   659,763.039   MT  0.99991374   +1 30 48.1
 RM0890
 RM0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0890!SPC WI N     -   0.99996563  x   0.99996777  =   0.99993340
 RM0890!UTM  15      -   0.99996563  x   0.99991374  =   0.99987937
 RM0890
 RM0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5976357452(NAD 83)
 RM0890
 RM0890                          SUPERSEDED SURVEY CONTROL
 RM0890
 RM0890  NAD 83(2007)-  46 33 05.94213(N)    090 54 57.26577(W) AD(2002.00) 0
 RM0890  ELLIP H (02/10/07)  219.301  (m)                       GP(2002.00)    
 RM0890  NAD 83(1997)-  46 33 05.94211(N)    090 54 57.26652(W) AD(       ) A
 RM0890  ELLIP H (04/28/99)  219.313  (m)                       GP(       ) 3 1
 RM0890  NAD 83(1991)-  46 33 05.94202(N)    090 54 57.26465(W) AD(       ) B
 RM0890  ELLIP H (06/11/91)  219.313  (m)                       GP(       ) 4 1
 RM0890  NAVD 88 (07/25/13)  250.763  (m)          822.71   (f) SUPERSEDED  2 1
 RM0890  NAVD 88 (04/30/98)  250.77   (m)  GEOID96  model used  GPS OBS        
 RM0890  NGVD 29 (06/11/91)  250.61   (m)  UNKNOWN  model used  GPS OBS        
 RM0890
 RM0890.Superseded values are not recommended for survey control.
 RM0890
 RM0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0890.See file dsdata.pdf to determine how the superseded data were derived.
 RM0890
 RM0890_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0890_STAMPING: ASHLAND GPS 1989
 RM0890_MARK LOGO: NGS
 RM0890_PROJECTION: FLUSH
 RM0890_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RM0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0890+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2020
 RM0890
 RM0890  HISTORY     - Date     Condition        Report By
 RM0890  HISTORY     - 1989     MONUMENTED       WIHD
 RM0890  HISTORY     - 19900702 GOOD
 RM0890  HISTORY     - 19970712 GOOD             WOOLPT
 RM0890  HISTORY     - 19971203 GOOD             NGS
 RM0890  HISTORY     - 20020617 GOOD             USPSQD
 RM0890  HISTORY     - 20120627 GOOD             WIDT
 RM0890  HISTORY     - 20130901 GOOD             WIDT
 RM0890  HISTORY     - 20200702 GOOD             WIDT
 RM0890
 RM0890                          STATION DESCRIPTION
 RM0890
 RM0890'DESCRIBED BY WI HIGHWAY DEPT 1989
 RM0890'THE STATION IS LOCATED ABOUT 10.46 KM (6.50 MI) SOUTHEAST OF WASHBURN,
 RM0890'5.15 KM (3.20 MI) SOUTHWEST OF ASHLAND, AND 12.1 KM (7.50 MI)
 RM0890'SOUTHEAST OF MOQUAH.  OWNERSHIP--ASHLAND AIRPORT PROPERTY.
 RM0890'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 2 AND
 RM0890'SANBORN AVENUE (COUNTY ROAD 112), GO SOUTH FOR 3.37 KM (2.10 MI) ON
 RM0890'COUNTY ROAD 112 TO THE INTERSECTION OF COUNTY ROAD K.  TURN LEFT AND
 RM0890'GO WEST FOR 0.5 KM (0.30 MI) ON COUNTY ROAD K TO THE ASHLAND AIRPORT
 RM0890'AND THE STATION LOCATED SOUTHWEST OF A BUILDING.
 RM0890'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK
 RM0890'STAMPED--ASHLAND GPS 1989--, SET INTO THE TOP OF A ROUND CONCRETE
 RM0890'MONUMENT 42 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 22.05 M
 RM0890'(72.3 FT) SOUTHEAST FROM A TAXIWAY LIGHT, 40.127 M (131.65 FT) WEST
 RM0890'FROM THE SOUTHWEST CORNER OF A CONCRETE SLAB FOR A WIND SOCK, AND
 RM0890'0.838 M (2.75 FT) NORTH FROM A CARSONITE WITNESS POST.
 RM0890
 RM0890                          STATION RECOVERY (1990)
 RM0890
 RM0890'RECOVERED 1990
 RM0890'RECOVERED IN GOOD CONDITION.
 RM0890
 RM0890                          STATION RECOVERY (1997)
 RM0890
 RM0890'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
 RM0890'RECOVERED AS DESCRIBED.
 RM0890
 RM0890                          STATION RECOVERY (1997)
 RM0890
 RM0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 RM0890'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 RM0890'ASHLAND J.F.  KENNEDY MEMORIAL (ASX) AIRPORT.  THE STATION IS LOCATED
 RM0890'ABOUT 2 KM (1.25 MI) SOUTHWEST OF ASHLAND AT THE J.F.  KENNEDY
 RM0890'MEMORIAL AIRPORT, IN THE NORTH AREA OF THE AIRFIELD, ACROSS THE APRON
 RM0890'FROM THE TERMINAL, JUST SOUTH OF THE JUNCTION OF THE WEST CORNER OF
 RM0890'THE APRON AND THE CONNECTOR TAXIWAY LEADING WEST TO THE JUNCTION OF
 RM0890'THE RUNWAYS.  OWNERSHIP--CITY OF ASHLAND.  AIRPORT MANAGER IS DAVID J.
 RM0890'OCHSENBAUER, JFK MEMORIAL AIRPORT, SANBORN AVENUE, ASHLAND, WI 54806.
 RM0890'PHONE 715-682-7070.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS
 RM0890'STATION.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 137 (6TH
 RM0890'STREET) AND 112 SOUTH (SANBORN AVENUE) , GO SOUTH ON HIGHWAY 112 FOR
 RM0890'2.57 KM (1.60 MI) TO THE PAVED AIRPORT ENTRANCE ON THE RIGHT (COUNTY
 RM0890'ROAD K) .  TURN RIGHT, WEST, ON THE ROAD FOR 0.40 KM (0.25 MI) TO A
 RM0890'PAVED ROAD LEFT JUST AFTER A ROW OF HANGARS ON THE LEFT.  TURN LEFT,
 RM0890'SOUTH, ON THE ROAD FOR 0.16 KM (0.10 MI) TO THE APRON.  TURN RIGHT,
 RM0890'NORTHWEST, ACROSS THE APRON FOR 0.19 KM (0.10 MI) TO THE STATION ON
 RM0890'THE LEFT.  THE STATION IS SET IN THE TOP OF A 40 CM ROUND CONCRETE
 RM0890'POST SET FLUSH WITH THE GROUND.  IT IS 110.6 M (362.9 FT)
 RM0890'WEST-NORTHWEST OF THE CENTER OF THE NORTHEAST-SOUTHWEST CONNECTOR
 RM0890'TAXIWAY, 103.9 M (340.9 FT) NORTHEAST OF THE CENTER OF RUNWAY 13-31,
 RM0890'40.5 M (132.9 FT) WEST-NORTHWEST OF THE WINDSOCK POLE, 30.2 M (99.1
 RM0890'FT) SOUTH OF THE CENTER OF THE EAST-WEST CONNECTOR TAXIWAY, 22.1 M
 RM0890'(72.5 FT) SOUTH-SOUTHEAST OF THE FIRST TAXIWAY LIGHT WEST OF THE
 RM0890'APRON, AND 0.85 M (2.79 FT) NORTH-NORTHEAST OF A FIBERGLASS WITNESS
 RM0890'POST.
 RM0890
 RM0890                          STATION RECOVERY (2002)
 RM0890
 RM0890'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0890'RECOVERED IN GOOD CONDITION.
 RM0890
 RM0890                          STATION RECOVERY (2012)
 RM0890
 RM0890'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0890'THE STATION IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 RM0890'ORANGE 4X4 GUARD POSTS.
 RM0890
 RM0890                          STATION RECOVERY (2013)
 RM0890
 RM0890'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (MAZ)
 RM0890'RECOVERED AS DESCRIBED.
 RM0890
 RM0890                          STATION RECOVERY (2020)
 RM0890
 RM0890'RECOVERY NOTE BY WI DEPT OF TRANSP 2020 (MJH)
 RM0890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6006 ***********************************************************************
 DO6006  DESIGNATION -  ASHLAND GPS AZ MK
 DO6006  PID         -  DO6006
 DO6006  STATE/COUNTY-  WI/ASHLAND
 DO6006  COUNTRY     -  US
 DO6006  USGS QUAD   -  ASHLAND WEST (2018)
 DO6006
 DO6006                         *CURRENT SURVEY CONTROL
 DO6006  ______________________________________________________________________
 DO6006* NAD 83(1986) POSITION- 46 32 49.5    (N) 090 54 39.6    (W)   HD_HELD2
 DO6006* NAVD 88 ORTHO HEIGHT -   245.812 (meters)      806.47  (feet) ADJUSTED
 DO6006  ______________________________________________________________________
 DO6006  GEOID HEIGHT    -        -31.458 (meters)                     GEOID18
 DO6006  DYNAMIC HEIGHT  -        245.818 (meters)      806.49  (feet) COMP
 DO6006  MODELED GRAVITY -    980,635.2   (mgal)                       NAVD 88
 DO6006
 DO6006  VERT ORDER      -  SECOND    CLASS I
 DO6006
 DO6006.The horizontal coordinates were established by autonomous hand held GPS
 DO6006.observations and have an estimated accuracy of +/- 10 meters.
 DO6006
 DO6006.The orthometric height was determined by differential leveling and
 DO6006.adjusted by the NATIONAL GEODETIC SURVEY
 DO6006.in February 2017.
 DO6006
 DO6006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6006.GEOID18 height accuracy estimate available here.
 DO6006
 DO6006.Click photographs - Photos may exist for this station.
 DO6006
 DO6006.The dynamic height is computed by dividing the NAVD 88
 DO6006.geopotential number by the normal gravity value computed on the
 DO6006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6006.degrees latitude (g = 980.6199 gals.).
 DO6006
 DO6006.The modeled gravity was interpolated from observed gravity values.
 DO6006
 DO6006;                    North         East    Units  Estimated Accuracy
 DO6006;SPC WI N     -   153,829.      530,133.      MT  (+/- 10 meters HH2 GPS)
 DO6006
 DO6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6015256955(NAD 83)
 DO6006
 DO6006                          SUPERSEDED SURVEY CONTROL
 DO6006
 DO6006  NAVD 88 (07/25/13)  245.827  (m)          806.52   (f) SUPERSEDED  2 1
 DO6006
 DO6006.Superseded values are not recommended for survey control.
 DO6006
 DO6006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6006.See file dsdata.pdf to determine how the superseded data were derived.
 DO6006
 DO6006_MARKER: DZ = AZIMUTH MARK DISK
 DO6006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6006_STAMPING: ASHLAND GPS 1989
 DO6006_MARK LOGO: NGS
 DO6006_PROJECTION: FLUSH
 DO6006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6006+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2012
 DO6006
 DO6006  HISTORY     - Date     Condition        Report By
 DO6006  HISTORY     - 1989     MONUMENTED       WIDT
 DO6006  HISTORY     - 20121011 GOOD             WIDT
 DO6006
 DO6006                          STATION DESCRIPTION
 DO6006
 DO6006'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6006'THE STATION IS LOCATED ABOUT 2 KM (1.2 MI) SOUTHWEST OF THE CITY OF
 DO6006'ASHLAND AT THE J.F. KENNEDY MEMORIAL AIRPORT, AT THE SOUTHEAST END OF
 DO6006'RUNWAY 13/31 IN THE EAST AREA OF THE AIRFIELD.
 DO6006'
 DO6006'TO REACH THE STATION FROM THE AIRPORT TERMINAL BUILDING, GO SOUTHEAST
 DO6006'APPROXIMATELY 400 FT (121.9 M) TO AN ELECTRONIC GATE RESTRICTING
 DO6006'ACCESS TO THE APRON AREA OF THE AIRFIELD.  GO SOUTHWEST ACROSS THE
 DO6006'APRON AND ALONG THE TAXIWAY FOR 0.15 MI (0.2 KM) TO RUNWAY 13/31.
 DO6006'TURN LEFT AND GO SOUTHEAST ON RUNWAY 13/31 FOR 0.3 MI (0.5 KM) TO THE
 DO6006'SOUTHEAST END OF THE RUNWAY AND THE STATION ON THE RIGHT.  THE STATION
 DO6006'IS A BRONZE NATIONAL GEODETIC SURVEY AZIMUTH MARK DISK SET IN THE TOP
 DO6006'OF A 40-CM (16 INCH) DIAMETER CONCRETE POST AND IS LOCATED 90 FT (27.4
 DO6006'M) SOUTHWEST OF THE EDGE OF PAVEMENT FOR RUNWAY 13/31 AND
 DO6006'APPROXIMATELY IN LINE WITH THE SET OF TWO BLUE RUNWAY PERIMETER LIGHTS
 DO6006'JUST SOUTHEAST OF THE END OF THE RUNWAY.  THE STATION IS LOCATED
 DO6006'WITHIN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 DO6006'POSTS AND HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DO6006'ABOVE THE HORIZON.
 DO6006'
 DO6006'NOTE-THIS STATION IS THE SECONDARY AIRPORT CONTROL (SAC) STATION FOR
 DO6006'THE ASHLAND J.F.KENNEDY MEMORIAL (ASX) AIRPORT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0737 ***********************************************************************
 RM0737  DESIGNATION -  ASHLAND ST AGNES CATH CHURCH
 RM0737  PID         -  RM0737
 RM0737  STATE/COUNTY-  WI/ASHLAND
 RM0737  COUNTRY     -  US
 RM0737  USGS QUAD   -  ASHLAND WEST (2018)
 RM0737
 RM0737                         *CURRENT SURVEY CONTROL
 RM0737  ______________________________________________________________________
 RM0737* NAD 83(1996) POSITION- 46 35 35.85814(N) 090 52 56.68793(W)   ADJUSTED
 RM0737  ______________________________________________________________________
 RM0737  GEOID HEIGHT    -        -31.703 (meters)                     GEOID18
 RM0737  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 RM0737  HORZ ORDER      -  THIRD
 RM0737
 RM0737.The horizontal coordinates were established by classical geodetic methods
 RM0737.and adjusted by the National Geodetic Survey in March 1999.
 RM0737
 RM0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0737.GEOID18 height accuracy estimate available here.
 RM0737
 RM0737.Click photographs - Photos may exist for this station.
 RM0737
 RM0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0737
 RM0737. The following values were computed from the NAD 83(1996) position.
 RM0737
 RM0737;                    North         East     Units Scale Factor Converg.
 RM0737;SPC WI N     -   158,941.151   532,382.835   MT  0.99997291   -0 38 11.6
 RM0737;SPC WI N     -   521,459.43  1,746,659.35   sFT  0.99997291   -0 38 11.6
 RM0737;UTM  15      - 5,162,148.089   662,206.287   MT  0.99992341   +1 32 19.5
 RM0737
 RM0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6220662148(NAD 83)
 RM0737
 RM0737                          SUPERSEDED SURVEY CONTROL
 RM0737
 RM0737  NAD 83(1991)-  46 35 35.85810(N)    090 52 56.68779(W) AD(       ) 3
 RM0737  NAD 83(1986)-  46 35 35.85250(N)    090 52 56.68278(W) AD(       ) 3
 RM0737  NAD 27      -  46 35 36.04800(N)    090 52 56.00000(W) AD(       ) 3
 RM0737
 RM0737.Superseded values are not recommended for survey control.
 RM0737
 RM0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0737.See file dsdata.pdf to determine how the superseded data were derived.
 RM0737
 RM0737_MARKER: 90 = CHURCH SPIRE
 RM0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0737+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 RM0737
 RM0737  HISTORY     - Date     Condition        Report By
 RM0737  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0737  HISTORY     - 1989     GOOD             USPSQD
 RM0737  HISTORY     - 19970626 GOOD             USPSQD
 RM0737  HISTORY     - 20020617 GOOD             USPSQD
 RM0737  HISTORY     - 20031221 GOOD             USPSQD
 RM0737  HISTORY     - 20070601 GOOD             GEOCAC
 RM0737  HISTORY     - 20120725 GOOD             GEOCAC
 RM0737
 RM0737                          STATION DESCRIPTION
 RM0737
 RM0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0737'THIS IS THE SPIRE ON THE ST. AGNES CATHOLIC CHURCH WHICH IS
 RM0737'LOCATED AT FRONT STREET AND SECOND AVENUE, IN THE CITY OF
 RM0737'ASHLAND.  THE TIP OF THE SPIRE WAS OBSERVED UPON FROM
 RM0737'TRIANGULATION STATIONS SWAN, CLUB, HANSON, ELLIS AND NASH
 RM0737'(NO. 91 U.S.E.).
 RM0737
 RM0737                          STATION RECOVERY (1989)
 RM0737
 RM0737'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0737'RECOVERED IN GOOD CONDITION.
 RM0737
 RM0737                          STATION RECOVERY (1997)
 RM0737
 RM0737'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0737'RECOVERED IN GOOD CONDITION.
 RM0737
 RM0737                          STATION RECOVERY (2002)
 RM0737
 RM0737'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0737'RECOVERED IN GOOD CONDITION.
 RM0737
 RM0737                          STATION RECOVERY (2003)
 RM0737
 RM0737'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0737'STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE CHURCH IS ON THE
 RM0737'NORTH SIDE OF HIGHWAY 2 (LAKE SHORE DR) EAST OF SECOND AV E.  IT IS
 RM0737'NOW NAMED -THE LADY OF THE LAKE CATHOLIC CHURCH-.  THE SILVER SPIRE
 RM0737'WITH BROWN CROSS ATOP IS SET ON A BROWN STONE BUILDING.
 RM0737
 RM0737                          STATION RECOVERY (2007)
 RM0737
 RM0737'RECOVERY NOTE BY GEOCACHING 2007 (JER)
 RM0737'PICTURE TAKEN HEADING EAST ALONG HIGHWAY 2.
 RM0737
 RM0737                          STATION RECOVERY (2012)
 RM0737
 RM0737'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RM0737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0741 ***********************************************************************
 RM0741  DESIGNATION -  ASHLAND ZION EVAN LUTH CHURCH
 RM0741  PID         -  RM0741
 RM0741  STATE/COUNTY-  WI/ASHLAND
 RM0741  COUNTRY     -  US
 RM0741  USGS QUAD   -  ASHLAND WEST (2018)
 RM0741
 RM0741                         *CURRENT SURVEY CONTROL
 RM0741  ______________________________________________________________________
 RM0741* NAD 83(1996) POSITION- 46 35 13.23331(N) 090 52 45.93190(W)   ADJUSTED
 RM0741  ______________________________________________________________________
 RM0741  GEOID HEIGHT    -        -31.684 (meters)                     GEOID18
 RM0741  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 RM0741  HORZ ORDER      -  THIRD
 RM0741
 RM0741.The horizontal coordinates were established by classical geodetic methods
 RM0741.and adjusted by the National Geodetic Survey in March 1999.
 RM0741
 RM0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0741.GEOID18 height accuracy estimate available here.
 RM0741
 RM0741.Click photographs - Photos may exist for this station.
 RM0741
 RM0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0741
 RM0741. The following values were computed from the NAD 83(1996) position.
 RM0741
 RM0741;                    North         East     Units Scale Factor Converg.
 RM0741;SPC WI N     -   158,240.052   532,604.037   MT  0.99997210   -0 38 03.8
 RM0741;SPC WI N     -   519,159.24  1,747,385.08   sFT  0.99997210   -0 38 03.8
 RM0741;UTM  15      - 5,161,455.924   662,453.929   MT  0.99992440   +1 32 26.7
 RM0741
 RM0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6245361455(NAD 83)
 RM0741
 RM0741                          SUPERSEDED SURVEY CONTROL
 RM0741
 RM0741  NAD 83(1991)-  46 35 13.23324(N)    090 52 45.93175(W) AD(       ) 3
 RM0741  NAD 83(1986)-  46 35 13.22764(N)    090 52 45.92676(W) AD(       ) 3
 RM0741  NAD 27      -  46 35 13.42200(N)    090 52 45.24400(W) AD(       ) 3
 RM0741
 RM0741.Superseded values are not recommended for survey control.
 RM0741
 RM0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0741.See file dsdata.pdf to determine how the superseded data were derived.
 RM0741
 RM0741_MARKER: 90 = CHURCH SPIRE
 RM0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0741+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 RM0741
 RM0741  HISTORY     - Date     Condition        Report By
 RM0741  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0741  HISTORY     - 20020617 GOOD             USPSQD
 RM0741  HISTORY     - 20031221 GOOD             USPSQD
 RM0741
 RM0741                          STATION DESCRIPTION
 RM0741
 RM0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 RM0741'THIS IS THE SPIRE OF THE ZION EVANGELICAL LUTHERAN CHURCH
 RM0741'WHICH IS LOCATED AT ELLIS AVENUE AND SEVENTH STREET WEST.
 RM0741'IT IS A WHITE CHURCH WITH THE SPIRE ON THE EAST FACE.  THE
 RM0741'TIP OF THE SPIRE WAS OBSERVED UPON FROM TRIANGULATION STATIONS
 RM0741'CLUB, HANSON, ELLIS AND NASH (NO. 91 U.S.E.).
 RM0741
 RM0741                          STATION RECOVERY (2002)
 RM0741
 RM0741'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0741'RECOVERED IN GOOD CONDITION.
 RM0741
 RM0741                          STATION RECOVERY (2003)
 RM0741
 RM0741'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0741'STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE CHURCH IS A
 RM0741'WOODEN FRAME BUILDING WITH GRAY SIDING AND AN OPEN QUADAHEDRAL TOWER
 RM0741'OPEN ON FOUR SIDES WITH A WHITE CROSS ATOP.  THE CHURCH WAS NOT BEING
 RM0741'USED AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1147 ***********************************************************************
 OM1147  DESIGNATION -  ASHTON ST PETERS CATH CH SPIRE
 OM1147  PID         -  OM1147
 OM1147  STATE/COUNTY-  WI/DANE
 OM1147  COUNTRY     -  US
 OM1147  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM1147
 OM1147                         *CURRENT SURVEY CONTROL
 OM1147  ______________________________________________________________________
 OM1147* NAD 83(1991) POSITION- 43 08 24.15465(N) 089 32 27.91747(W)   ADJUSTED
 OM1147  ______________________________________________________________________
 OM1147  GEOID HEIGHT    -        -34.363 (meters)                     GEOID18
 OM1147  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 OM1147  HORZ ORDER      -  THIRD
 OM1147
 OM1147.The horizontal coordinates were established by classical geodetic methods
 OM1147.and adjusted by the National Geodetic Survey in November 1991.
 OM1147
 OM1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1147.GEOID18 height accuracy estimate available here.
 OM1147
 OM1147.Click photographs - Photos may exist for this station.
 OM1147
 OM1147.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1147
 OM1147. The following values were computed from the NAD 83(1991) position.
 OM1147
 OM1147;                    North         East     Units Scale Factor Converg.
 OM1147;SPC WI S     -   126,750.409   637,332.696   MT  0.99994289   +0 18 55.2
 OM1147;SPC WI S     -   415,846.97  2,090,982.35   sFT  0.99994289   +0 18 55.2
 OM1147;UTM  16      - 4,779,501.079   293,346.593   MT  1.00012538   -1 44 17.4
 OM1147
 OM1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9334679501(NAD 83)
 OM1147
 OM1147                          SUPERSEDED SURVEY CONTROL
 OM1147
 OM1147  NAD 83(1986)-  43 08 24.14565(N)    089 32 27.91769(W) AD(       ) 3
 OM1147  NAD 27      -  43 08 24.16300(N)    089 32 27.45900(W) AD(       ) 3
 OM1147
 OM1147.Superseded values are not recommended for survey control.
 OM1147
 OM1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1147.See file dsdata.pdf to determine how the superseded data were derived.
 OM1147
 OM1147_MARKER: 90 = CHURCH SPIRE
 OM1147
 OM1147  HISTORY     - Date     Condition        Report By
 OM1147  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1147  HISTORY     - 20021227 GOOD             USPSQD
 OM1147
 OM1147                          STATION DESCRIPTION
 OM1147
 OM1147'DESCRIBED BY US POWER SQUADRON 2002 (DRB)
 OM1147'RECOVERED IN GOOD CONDITION. TO REACH THE STATION, GO 3 MILES NORTH OF
 OM1147'THE JUNCTION OF HIGHWAYS 12 AND 14 ON HIGHWAY 12 TO COUNTY ROAD K.
 OM1147'TURN WEST ON COUNTY ROAD K AND GO FOR 1.0 MILE TO THE T-JUNCTION OF
 OM1147'CTH K AND CHURCH ROAD. CHURCH HAS A STONE TOWER WITH LOUVERED GOTHIC
 OM1147'WINDOWS, GREY SHINGLES ON ITS SPIRE AND GOLD CROSS ATOP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0900 ***********************************************************************
 PN0900  DESIGNATION -  ASHWAUBENON RED OWL STORES TK
 PN0900  PID         -  PN0900
 PN0900  STATE/COUNTY-  WI/BROWN
 PN0900  COUNTRY     -  US
 PN0900  USGS QUAD   -  DE PERE (2018)
 PN0900
 PN0900                         *CURRENT SURVEY CONTROL
 PN0900  ______________________________________________________________________
 PN0900* NAD 83(1991) POSITION- 44 28 59.01763(N) 088 03 09.29774(W)   ADJUSTED
 PN0900  ______________________________________________________________________
 PN0900  GEOID HEIGHT    -        -36.235 (meters)                     GEOID18
 PN0900  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 PN0900  HORZ ORDER      -  THIRD
 PN0900
 PN0900.The horizontal coordinates were established by classical geodetic methods
 PN0900.and adjusted by the National Geodetic Survey in November 1991.
 PN0900
 PN0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0900.GEOID18 height accuracy estimate available here.
 PN0900
 PN0900.Click photographs - Photos may exist for this station.
 PN0900
 PN0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0900
 PN0900. The following values were computed from the NAD 83(1991) position.
 PN0900
 PN0900;                    North         East     Units Scale Factor Converg.
 PN0900;SPC WI C     -    74,053.864   754,901.671   MT  0.99996410   +1 22 26.6
 PN0900;SPC WI C     -   242,958.39  2,476,706.57   sFT  0.99996410   +1 22 26.6
 PN0900;UTM  16      - 4,926,066.340   416,297.726   MT  0.99968616   -0 44 15.3
 PN0900
 PN0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1629726066(NAD 83)
 PN0900
 PN0900                          SUPERSEDED SURVEY CONTROL
 PN0900
 PN0900  NAD 83(1986)-  44 28 59.00982(N)    088 03 09.28461(W) AD(       ) 3
 PN0900  NAD 27      -  44 28 59.04000(N)    088 03 08.91000(W) AD(       ) 3
 PN0900
 PN0900.Superseded values are not recommended for survey control.
 PN0900
 PN0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0900.See file dsdata.pdf to determine how the superseded data were derived.
 PN0900
 PN0900_MARKER: 53 = ELEVATED TANK
 PN0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0900+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 PN0900
 PN0900  HISTORY     - Date     Condition        Report By
 PN0900  HISTORY     - 1953     FIRST OBSERVED   CGS
 PN0900  HISTORY     - 1976     GOOD             NGS
 PN0900  HISTORY     - 19850615 GOOD             NGS
 PN0900  HISTORY     - 20021227 GOOD             USPSQD
 PN0900  HISTORY     - 20040712 GOOD             USPSQD
 PN0900  HISTORY     - 20050722 GOOD             USPSQD
 PN0900
 PN0900                          STATION DESCRIPTION
 PN0900
 PN0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0900'STATION IS THE CENTER OF THE TOP OF THE WATER TANK, LOCATED AT
 PN0900'THE SOUTH SIDE OF THE RED OWL STORE ON THE WEST SIDE OF FOX
 PN0900'RIVER STREET IN THE SOUTH SECTION OF ASHWAUBENON.  IT IS A STEEL
 PN0900'TANK, SUPPORTED BY A SIX-LEGGED STEEL STRUCTURE, IS PAINTED
 PN0900'SILVER AND IS ABOUT 125 FEET IN HEIGHT OVER-ALL.
 PN0900
 PN0900                          STATION RECOVERY (1976)
 PN0900
 PN0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 PN0900'RECOVERED AS DESCRIBED IN QUAD. 440882, STA 1038.
 PN0900
 PN0900                          STATION RECOVERY (1985)
 PN0900
 PN0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 PN0900'STATION RECOVERED AS DESCRIBED.
 PN0900
 PN0900                          STATION RECOVERY (2002)
 PN0900
 PN0900'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0900'RECOVERED IN GOOD CONDITION. THE SITE IS NOW OWNED BY SUPER VALU.  IT
 PN0900'IS WEST OF BROADWAY STREET, EAST OF ASHLAND AVENUE, SOUTH OF CORMIER
 PN0900'ROAD AND NORTH OF THE RAILROAD TRACKS.  SUPER VALU IS PAINTED IN RED
 PN0900'ON THE SIDES OF THE TANK.
 PN0900
 PN0900                          STATION RECOVERY (2004)
 PN0900
 PN0900'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0900'SOUTH OF CORMIER ROAD HALF BLOCK WEST OF BROADWAY. TANK SAYS SUPER
 PN0900'VALU (A FOOD DISTRIBUTOR)
 PN0900
 PN0900                          STATION RECOVERY (2005)
 PN0900
 PN0900'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8454 ***********************************************************************
 AB8454  HT_MOD      -  This is a Height Modernization Survey Station.
 AB8454  DESIGNATION -  ASSEMBLY GPS 110
 AB8454  PID         -  AB8454
 AB8454  STATE/COUNTY-  WI/BURNETT
 AB8454  COUNTRY     -  US
 AB8454  USGS QUAD   -  TRADE LAKE (2018)
 AB8454
 AB8454                         *CURRENT SURVEY CONTROL
 AB8454  ______________________________________________________________________
 AB8454* NAD 83(2011) POSITION- 45 43 44.40564(N) 092 35 51.47299(W)   ADJUSTED
 AB8454* NAD 83(2011) ELLIP HT-   263.758 (meters)        (06/27/12)   ADJUSTED
 AB8454* NAD 83(2011) EPOCH   -  2010.00
 AB8454* NAVD 88 ORTHO HEIGHT -   290.74  (meters)      953.9   (feet) GPS OBS
 AB8454  ______________________________________________________________________
 AB8454  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AB8454  GEOID HEIGHT    -        -26.963 (meters)                     GEOID12A
 AB8454  GEOID HEIGHT    -        -26.964 (meters)                     GEOID18
 AB8454  NAD 83(2011) X  -   -202,140.268 (meters)                     COMP
 AB8454  NAD 83(2011) Y  - -4,455,538.953 (meters)                     COMP
 AB8454  NAD 83(2011) Z  -  4,544,461.356 (meters)                     COMP
 AB8454  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 AB8454
 AB8454  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8454  Standards:
 AB8454         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8454            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8454  -------------------------------------------------------------------
 AB8454  NETWORK    0.60   1.00           0.27   0.21   0.51      0.08249294
 AB8454  -------------------------------------------------------------------
 AB8454  Click here for local accuracies and other accuracy information.
 AB8454
 AB8454.The horizontal coordinates were established by GPS observations
 AB8454.and adjusted by the National Geodetic Survey in June 2012.
 AB8454
 AB8454.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8454.been affixed to the stable North American tectonic plate. See 
 AB8454.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8454
 AB8454.The horizontal coordinates are valid at the epoch date displayed above
 AB8454.which is a decimal equivalence of Year/Month/Day.
 AB8454
 AB8454.The orthometric height was determined by GPS observations and a
 AB8454.high-resolution geoid model using precise GPS observation and
 AB8454.processing techniques.
 AB8454
 AB8454.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8454.GEOID18 height accuracy estimate available here.
 AB8454
 AB8454.Click photographs - Photos may exist for this station.
 AB8454
 AB8454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8454
 AB8454.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8454
 AB8454.The ellipsoidal height was determined by GPS observations
 AB8454.and is referenced to NAD 83.
 AB8454
 AB8454. The following values were computed from the NAD 83(2011) position.
 AB8454
 AB8454;                    North         East     Units Scale Factor Converg.
 AB8454;SPC WI N     -    65,806.036   397,840.015   MT  0.99997449   -1 52 25.9
 AB8454;SPC WI N     -   215,898.64  1,305,246.78   sFT  0.99997449   -1 52 25.9
 AB8454;UTM  15      - 5,064,017.142   531,308.080   MT  0.99961205   +0 17 17.2
 AB8454
 AB8454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8454!SPC WI N     -   0.99995865  x   0.99997449  =   0.99993314
 AB8454!UTM  15      -   0.99995865  x   0.99961205  =   0.99957072
 AB8454
 AB8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3130864017(NAD 83)
 AB8454
 AB8454                          SUPERSEDED SURVEY CONTROL
 AB8454
 AB8454  NAD 83(2007)-  45 43 44.40565(N)    092 35 51.47350(W) AD(2002.00) 0
 AB8454  ELLIP H (02/10/07)  263.798  (m)                       GP(2002.00)    
 AB8454  NAD 83(1997)-  45 43 44.40580(N)    092 35 51.47399(W) AD(       ) 1
 AB8454  ELLIP H (01/30/03)  263.828  (m)                       GP(       ) 4 1
 AB8454  NAD 83(1991)-  45 43 44.40541(N)    092 35 51.47205(W) AD(       ) 1
 AB8454  ELLIP H (12/09/96)  263.862  (m)                       GP(       ) 4 1
 AB8454  NAVD 88 (12/09/96)  290.7    (m)  GEOID93  model used  GPS OBS        
 AB8454
 AB8454.Superseded values are not recommended for survey control.
 AB8454
 AB8454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8454.See file dsdata.pdf to determine how the superseded data were derived.
 AB8454
 AB8454_MARKER: DD = SURVEY DISK
 AB8454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8454_STAMPING: ASSEMBLY GPS 110 1993
 AB8454_MARK LOGO: WI-013
 AB8454_PROJECTION: RECESSED 15 CENTIMETERS
 AB8454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8454+STABILITY: SURFACE MOTION
 AB8454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8454+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2010
 AB8454
 AB8454  HISTORY     - Date     Condition        Report By
 AB8454  HISTORY     - 1993     MONUMENTED       WI-013
 AB8454  HISTORY     - 20100805 GOOD             WIDT
 AB8454
 AB8454                          STATION DESCRIPTION
 AB8454
 AB8454'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8454'THE STATION IS LOCATED 17.9 KM (11.10 MI) SOUTHWEST OF THE VILLAGE OF
 AB8454'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8454'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 8.2 KM (5.10 MI)
 AB8454'SOUTHEAST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE NORTHWEST
 AB8454'QUARTER OF THE NORTHEAST QUARTER, SECTION 4, T37N, R18W, TOWN OF TRADE
 AB8454'LAKE.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG, WISCONSIN
 AB8454'(WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO EAST
 AB8454'ALONG STATE HIGHWAY 70 7.19 KM (4.45 MI) TO COUNTY ROAD Y, GO SOUTH
 AB8454'(RIGHT) ALONG COUNTY ROAD Y 6.0 KM (3.70 MI) TO ASSEMBLY ROAD, GO EAST
 AB8454'(RIGHT) ALONG ASSEMBLY ROAD 1.0 KM (0.60 MI) TO STATION LOCATED 36.5
 AB8454'FEET (11.1 M) SOUTH OF THE ROAD, 6 FEET (1.8 M) SOUTH OF FENCE, 682
 AB8454'FEET (207.9 M) EAST OF NORTH QUARTER CORNER OF SECTION 4, T37N, R18W.
 AB8454'FIBERGLASS WITNESS POST SET 7 FEET (2.1 M) NORTH OF THE STATION.  THE
 AB8454'STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 15 CM BELOW
 AB8454'THE GROUND SURFACE.
 AB8454
 AB8454                          STATION RECOVERY (2010)
 AB8454
 AB8454'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AB8454'-NOTE-FIBERGLASS WITNESS POST HAS BEEN REMOVED.  THE MARK IS 1 M (3.3
 AB8454'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 AB8454'VISIBLE OBSTRUCTIONS ARE TREES WEST OF THE STATION EXTENDING TO 40
 AB8454'DEGREES ABOVE THE HORIZON AND TREES EAST OF THE STATION EXTENDING TO
 AB8454'30 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1264 ***********************************************************************
 PN1264  DESIGNATION -  ASTRO
 PN1264  PID         -  PN1264
 PN1264  STATE/COUNTY-  WI/WOOD
 PN1264  COUNTRY     -  US
 PN1264  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (2018)
 PN1264
 PN1264                         *CURRENT SURVEY CONTROL
 PN1264  ______________________________________________________________________
 PN1264* NAD 83(1991) POSITION- 44 17 04.67685(N) 089 48 36.60643(W)   ADJUSTED
 PN1264* NAVD 88 ORTHO HEIGHT -   305.4   (meters)     1002.    (feet) VERTCON3
 PN1264  ______________________________________________________________________
 PN1264  GEOID HEIGHT    -        -35.345 (meters)                     GEOID18
 PN1264  LAPLACE CORR    -         -5.81  (seconds)                    DEFLEC18
 PN1264  HORZ ORDER      -  SECOND
 PN1264
 PN1264.The horizontal coordinates were established by classical geodetic methods
 PN1264.and adjusted by the National Geodetic Survey in November 1991.
 PN1264
 PN1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1264
 PN1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1264.GEOID18 height accuracy estimate available here.
 PN1264
 PN1264.Click photographs - Photos may exist for this station.
 PN1264
 PN1264.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1264
 PN1264. The following values were computed from the NAD 83(1991) position.
 PN1264
 PN1264;                    North         East     Units Scale Factor Converg.
 PN1264;SPC WI C     -    50,165.301   615,152.578   MT  0.99999363   +0 08 02.2
 PN1264;SPC WI C     -   164,583.99  2,018,213.08   sFT  0.99999363   +0 08 02.2
 PN1264;SPC WI S     -   253,831.822   615,153.457   MT  1.00005158   +0 07 49.6
 PN1264;SPC WI S     -   832,779.90  2,018,215.97   sFT  1.00005158   +0 07 49.6
 PN1264;UTM  16      - 4,907,328.058   275,774.759   MT  1.00021836   -1 57 46.6
 PN1264
 PN1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1264!SPC WI C     -   0.99995765  x   0.99999363  =   0.99995128
 PN1264!SPC WI S     -   0.99995765  x   1.00005158  =   1.00000923
 PN1264!UTM  16      -   0.99995765  x   1.00021836  =   1.00017600
 PN1264
 PN1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7577407328(NAD 83)
 PN1264
 PN1264|---------------------------------------------------------------------|
 PN1264| PID    Reference Object                     Distance      Geod. Az  |
 PN1264|                                                           dddmmss.s |
 PN1264| CS5227 ASTRO RM 1                            6.269 METERS 02247     |
 PN1264| CS5228 ASTRO RM 2                            6.446 METERS 15523     |
 PN1264|---------------------------------------------------------------------|
 PN1264
 PN1264                          SUPERSEDED SURVEY CONTROL
 PN1264
 PN1264  NAD 83(1986)-  44 17 04.67423(N)    089 48 36.61411(W) AD(       ) 2
 PN1264  NGVD 29 (02/11/91)  305.4    (m)         1002.     (f) VERT ANG       
 PN1264
 PN1264.Superseded values are not recommended for survey control.
 PN1264
 PN1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1264.See file dsdata.pdf to determine how the superseded data were derived.
 PN1264
 PN1264_MARKER: DE = TRAVERSE STATION DISK
 PN1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1264_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1264+STABILITY: SURFACE MOTION
 PN1264
 PN1264  HISTORY     - Date     Condition        Report By
 PN1264  HISTORY     - 1982     MONUMENTED       WIDT
 PN1264
 PN1264                          STATION DESCRIPTION
 PN1264
 PN1264'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1264'THE STATION IS LOCATED ALONG STH 13 ABOUT 5 MILES EAST SOUTHEAST OF
 PN1264'NEKOOSA AND 3.6 MILES SOUTH OF WISCONSIN RAPIDS.
 PN1264'
 PN1264'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1264'WEST ABOUT 4 MILES OF WISCONSIN RAPIDS, GO SOUTH ON STH 13 FOR 1.3
 PN1264'MILES TO A DIRT FIRELANE TO THE WEST.  CONTINUE SOUTH ON STH 13 FOR
 PN1264'0.29 MILE TO THE STATION ON THE EAST HIGHWAY RIGHT OF WAY OPPOSITE A
 PN1264'SLIGHT HORIZONTAL HIGHWAY CURVE.
 PN1264'
 PN1264'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---ASTRO 1982---.
 PN1264'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1264'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 218 FEET
 PN1264'NORTH OF A POWER LINE GUY POLE, 143 FEET SOUTH OF TWO METAL RIGHT OF
 PN1264'WAY POSTS, 51 FEET EAST OF THE CENTER OF STH 13, 47 FEET SOUTH OF A
 PN1264'TELEPHONE POLE, AND 3.0 FEET NORTHEAST OF A METAL WITNESS POST.  THE
 PN1264'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET
 PN1264'BELOW GROUND.
 PN1264'
 PN1264'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---ASTRO RM 1
 PN1264'1982---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1264'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 237 FEET NORTH
 PN1264'OF A POWER LINE GUY POLE, 60 FEET EAST OF THE CENTER OF STH 13, 30
 PN1264'FEET SOUTHEAST OF A TELEPHONE POLE, 23.6 FEET NORTHEAST OF A METAL
 PN1264'WITNESS POST, AND LEVEL WITH THE STATION.
 PN1264'
 PN1264'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---ASTRO RM 2
 PN1264'1982---SET IN THE TOP OF A 10 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1264'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 198 FEET NORTH
 PN1264'OF A POWER LINE GUY POLE, 59 FEET EAST OF THE CENTER OF STH 13, 44
 PN1264'FEET NORTH OF A TELEPHONE POLE, 19.7 FEET SOUTHEAST OF A METAL WITNESS
 PN1264'POST, AND LEVEL WITH THE STATION.
 PN1264'
 PN1264'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.62 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0460 ***********************************************************************
 PM0460  DESIGNATION -  ASYLUM
 PM0460  PID         -  PM0460
 PM0460  STATE/COUNTY-  WI/MANITOWOC
 PM0460  COUNTRY     -  US
 PM0460  USGS QUAD   -  MANITOWOC (2018)
 PM0460
 PM0460                         *CURRENT SURVEY CONTROL
 PM0460  ______________________________________________________________________
 PM0460* NAD 83(1991) POSITION- 44 04 29.55596(N) 087 42 03.54345(W)   ADJUSTED
 PM0460* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 PM0460  ______________________________________________________________________
 PM0460  GEOID HEIGHT    -        -36.151 (meters)                     GEOID18
 PM0460  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 PM0460  HORZ ORDER      -  THIRD
 PM0460
 PM0460.The horizontal coordinates were established by classical geodetic methods
 PM0460.and adjusted by the National Geodetic Survey in November 1991.
 PM0460
 PM0460.The orthometric height was scaled from a topographic map.
 PM0460
 PM0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0460.GEOID18 height accuracy estimate available here.
 PM0460
 PM0460.Click photographs - Photos may exist for this station.
 PM0460
 PM0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0460
 PM0460. The following values were computed from the NAD 83(1991) position.
 PM0460
 PM0460;                    North         East     Units Scale Factor Converg.
 PM0460;SPC WI S     -   233,045.366   784,140.219   MT  1.00000168   +1 34 46.8
 PM0460;SPC WI S     -   764,583.00  2,572,633.37   sFT  1.00000168   +1 34 46.8
 PM0460;UTM  16      - 4,880,428.128   443,869.888   MT  0.99963875   -0 29 15.4
 PM0460
 PM0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0460!SPC WI S     -   0.99997337  x   1.00000168  =   0.99997505
 PM0460!UTM  16      -   0.99997337  x   0.99963875  =   0.99961213
 PM0460
 PM0460:                Primary Azimuth Mark                     Grid Az
 PM0460:SPC WI S     -  ASYLUM AZ MK                             030 02 34.4
 PM0460:UTM  16      -  ASYLUM AZ MK                             032 06 36.6
 PM0460
 PM0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4386980428(NAD 83)
 PM0460
 PM0460|---------------------------------------------------------------------|
 PM0460| PID    Reference Object                     Distance      Geod. Az  |
 PM0460|                                                           dddmmss.s |
 PM0460| CJ4192 ASYLUM RM 1                          27.958 METERS 02203     |
 PM0460| PM0459 MANITOWOC RADIO STA WOMT MAST       APPROX. 1.3 KM 0225818.7 |
 PM0460| CJ4191 ASYLUM AZ MK                                       0313721.2 |
 PM0460| PM0471 MANITOWOC PORTLAND CEM CO STK       APPROX. 3.9 KM 0414835.0 |
 PM0460| PM0470 MANITOWOC ST MARYS CH W SPIRE       APPROX. 2.5 KM 0564703.0 |
 PM0460| PM0469 MANITOWOC ST MARYS CH E SPIRE       APPROX. 2.5 KM 0565528.1 |
 PM0460| PM0463 MANITOWOC PUB UTILITIES STACK       APPROX. 3.6 KM 0783551.0 |
 PM0460| PM0461 MANITOWOC CO POL RAD KSB 287        222.970 METERS 12135     |
 PM0460| PM0456 SILVER LAKE H FAM CONVENT TANK      APPROX. 3.1 KM 2590826.1 |
 PM0460| CJ4193 ASYLUM RM 2                          26.066 METERS 28135     |
 PM0460| PM0466 ASYLUM 2                             52.212 METERS 34435     |
 PM0460|---------------------------------------------------------------------|
 PM0460
 PM0460                          SUPERSEDED SURVEY CONTROL
 PM0460
 PM0460  NAD 83(1986)-  44 04 29.54282(N)    087 42 03.53635(W) AD(       ) 3
 PM0460  NAD 27      -  44 04 29.56300(N)    087 42 03.23100(W) AD(       ) 3
 PM0460
 PM0460.Superseded values are not recommended for survey control.
 PM0460
 PM0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0460.See file dsdata.pdf to determine how the superseded data were derived.
 PM0460
 PM0460_MARKER: DS = TRIANGULATION STATION DISK
 PM0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0460_STAMPING: ASYLUM 1953
 PM0460_MARK LOGO: CGS
 PM0460_PROJECTION: FLUSH
 PM0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0460+STABILITY: SURFACE MOTION
 PM0460
 PM0460  HISTORY     - Date     Condition        Report By
 PM0460  HISTORY     - 1953     MONUMENTED       CGS
 PM0460  HISTORY     - 1956     GOOD             CGS
 PM0460  HISTORY     - 20030622 MARK NOT FOUND   USPSQD
 PM0460
 PM0460                          STATION DESCRIPTION
 PM0460
 PM0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0460'THE STATION IS ABOUT 1 MILE SOUTHWEST OF THE CITY LIMITS OF MANITOWOC
 PM0460'IN A TRIANGLE FORMED BY THE INTERSECTIONS OF U.S. HIGHWAYS 141 AND
 PM0460'151.  IT IS 93 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 151, 87
 PM0460'FEET SOUTHEAST OF A WHITE WITNESS POST, 59 FEET SOUTH OF A POWER
 PM0460'LINE POLE, 48 FEET WEST OF THE CENTER OF U.S. HIGHWAY 141 AND 29 FEET
 PM0460'SOUTH OF A 12 INCH SPRUCE TREE.  THE MARK IS FLUSH AND THE DISK IS
 PM0460'STAMPED ASYLUM 1953.
 PM0460'
 PM0460'REFERENCE MARK NO. 1 IS 74 FEET EAST OF THE POWER LINE POLE, 25 FEET
 PM0460'SOUTH OF THE CENTER OF U.S. HIGHWAY 151 AND 31 FEET WEST OF THE
 PM0460'CENTER OF U.S. HIGHWAY 141.  THE MARK IS FLUSH AND THE DISK IS
 PM0460'STAMPED ASYLUM NO 1 1953.
 PM0460'
 PM0460'REFERENCE MARK NO. 2 IS 63 FEET WEST OF THE POWER LINE POLE, 25 FEET
 PM0460'SOUTH OF THE CENTER OF U.S. HIGHWAY 151 AND 1 FOOT SOUTHEAST OF A
 PM0460'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PM0460'ASYLUM NO. 2 1953.
 PM0460'
 PM0460'AZIMUTH MARK IS 71 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 141 AND
 PM0460'151, 62 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE BUILDING AND
 PM0460'3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 PM0460'IS STAMPED ASYLUM 1953.
 PM0460'
 PM0460'TO REACH THE STATION FROM THE COURTHOUSE IN MANITOWOC, GO WEST AND
 PM0460'SOUTH ON U.S. HIGHWAY NOS. 141 AND 151 FOR 2.05 MILES TO THE AZIMUTH
 PM0460'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTHWEST ON THE HIGHWAY
 PM0460'FOR 0.75 TO THE STATION IN THE TRIANGLE FORMED BY U.S. HIGHWAYS 151
 PM0460'AND 141 AS DESCRIBED.
 PM0460'
 PM0460'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0460
 PM0460                          STATION RECOVERY (1956)
 PM0460
 PM0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 PM0460'THE STATION, R. M. 1, R. M. 2 AND THE AZIMUTH MARK WERE RECOVERED
 PM0460'IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO R. M. 1 AND R.
 PM0460'M.  2 CHECKED.  THE DIRECTION TO THE AZIMUTH MARK CHECKED.  THE
 PM0460'DISTANCE TO THE AZIMUTH MARK WAS FOUND TO BE 0.05 MILE SHORTER THAN
 PM0460'ORIGINALLY NOTED.
 PM0460'
 PM0460'THE STATION, R. M. 1 AND R. M. 2 WERE DESTROYED BY REQUEST OF THE
 PM0460'STATE HIGHWAY COMMISSION OF WISCONSIN.  A COMPLETE NEW STATION WAS
 PM0460'ESTABLISHED EXCEPT FOR THE AZIMUTH MARK.  SEE DESCRIPTION FOR
 PM0460'ASYLUM 2 1956.
 PM0460'
 PM0460'DISTANCES AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND.
 PM0460
 PM0460                          STATION RECOVERY (2003)
 PM0460
 PM0460'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0460'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0466 ***********************************************************************
 PM0466  DESIGNATION -  ASYLUM 2
 PM0466  PID         -  PM0466
 PM0466  STATE/COUNTY-  WI/MANITOWOC
 PM0466  COUNTRY     -  US
 PM0466  USGS QUAD   -  MANITOWOC (2018)
 PM0466
 PM0466                         *CURRENT SURVEY CONTROL
 PM0466  ______________________________________________________________________
 PM0466* NAD 83(1991) POSITION- 44 04 31.18677(N) 087 42 04.16704(W)   NO CHECK
 PM0466* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 PM0466  ______________________________________________________________________
 PM0466  GEOID HEIGHT    -        -36.151 (meters)                     GEOID18
 PM0466  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 PM0466  HORZ ORDER      -  THIRD
 PM0466
 PM0466.The horizontal coordinates were established by classical geodetic methods
 PM0466.and adjusted by the National Geodetic Survey in November 1991.
 PM0466
 PM0466.No horizontal observational check was made to the station.
 PM0466
 PM0466.The orthometric height was scaled from a topographic map.
 PM0466
 PM0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0466.GEOID18 height accuracy estimate available here.
 PM0466
 PM0466.Click photographs - Photos may exist for this station.
 PM0466
 PM0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0466
 PM0466. The following values were computed from the NAD 83(1991) position.
 PM0466
 PM0466;                    North         East     Units Scale Factor Converg.
 PM0466;SPC WI S     -   233,095.299   784,124.961   MT  1.00000177   +1 34 46.4
 PM0466;SPC WI S     -   764,746.83  2,572,583.31   sFT  1.00000177   +1 34 46.4
 PM0466;UTM  16      - 4,880,478.561   443,856.446   MT  0.99963877   -0 29 15.9
 PM0466
 PM0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0466!SPC WI S     -   0.99997337  x   1.00000177  =   0.99997514
 PM0466!UTM  16      -   0.99997337  x   0.99963877  =   0.99961215
 PM0466
 PM0466:                Primary Azimuth Mark                     Grid Az
 PM0466:SPC WI S     -  ASYLUM AZ MK                             032 33 55.9
 PM0466:UTM  16      -  ASYLUM AZ MK                             034 37 58.2
 PM0466
 PM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4385680478(NAD 83)
 PM0466
 PM0466|---------------------------------------------------------------------|
 PM0466| PID    Reference Object                     Distance      Geod. Az  |
 PM0466|                                                           dddmmss.s |
 PM0466| PM0459 MANITOWOC RADIO STA WOMT MAST       APPROX. 1.3 KM 0242711.0 |
 PM0466| CJ4191 ASYLUM AZ MK                                       0340842.3 |
 PM0466| PM0470 MANITOWOC ST MARYS CH W SPIRE       APPROX. 2.5 KM 0575623.9 |
 PM0466| PM0469 MANITOWOC ST MARYS CH E SPIRE       APPROX. 2.5 KM 0580436.5 |
 PM0466| CJ4194 ASYLUM 2 RM 3                        22.696 METERS 06336     |
 PM0466| PM0461 MANITOWOC CO POL RAD KSB 287        263.573 METERS 12921     |
 PM0466| PM0460 ASYLUM                               52.212 METERS 16435     |
 PM0466| CJ4195 ASYLUM 2 RM 4                        12.415 METERS 17611     |
 PM0466|---------------------------------------------------------------------|
 PM0466
 PM0466                          SUPERSEDED SURVEY CONTROL
 PM0466
 PM0466  NAD 83(1986)-  44 04 31.17363(N)    087 42 04.15992(W) AD(       ) 3
 PM0466  NAD 27      -  44 04 31.19400(N)    087 42 03.85500(W) AD(       ) 3
 PM0466
 PM0466.Superseded values are not recommended for survey control.
 PM0466
 PM0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0466.See file dsdata.pdf to determine how the superseded data were derived.
 PM0466
 PM0466_MARKER: DS = TRIANGULATION STATION DISK
 PM0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0466_STAMPING: ASYLUM 2 1956
 PM0466_MARK LOGO: CGS
 PM0466_PROJECTION: RECESSED 46 CENTIMETERS
 PM0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0466+STABILITY: SURFACE MOTION
 PM0466
 PM0466  HISTORY     - Date     Condition        Report By
 PM0466  HISTORY     - 1956     MONUMENTED       CGS
 PM0466  HISTORY     - 20030622 MARK NOT FOUND   USPSQD
 PM0466
 PM0466                          STATION DESCRIPTION
 PM0466
 PM0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 PM0466'THE STATION IS ABOUT 2 MILES SOUTHWEST OF THE CENTER OF MANITOWOC, ON
 PM0466'THE NORTHWEST SIDE OF U.S. HIGHWAYS 141 AND 151, IN A FIELD USED FOR
 PM0466'GARDENING, ON LAND OWNED AND OPERATED BY THE MANITOWOC COUNTY
 PM0466'HOSPITAL.  IT IS 27 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 PM0466'HIGHWAY RIGHT-OF-WAY, 167 FEET SOUTHWEST OF A 36 INCH ELM TREE,
 PM0466'96 FEET NORTHEAST OF A POWER LINE POLE, AND 43 FEET NORTH OF A 14
 PM0466'INCH ELM TREE AND WHITE WITNESS POST.  THE MARK IS 18 INCHES
 PM0466'UNDERGROUND AND THE DISK IS STAMPED ASYLUM 2 1956.
 PM0466'
 PM0466'TO REACH THE STATION FROM THE COURTHOUSE IN MANITOWOC, GO WEST AND
 PM0466'SOUTH ON U.S. HIGHWAYS 141 AND 151 FOR 2.0 MILES TO THE AZIMUTH MARK
 PM0466'ON THE RIGHT.  CONTINUE SOUTHWEST ON HIGHWAYS 141 AND 151 FOR 0.5
 PM0466'MILE TO THE STATION ON THE RIGHT.
 PM0466'
 PM0466'REFERENCE MARK 3 IS 119 FEET SOUTH OF THE 36 INCH ELM TREE, 54 FEET
 PM0466'SOUTHWEST OF A POWER LINE POLE AND 3 FEET SOUTHEAST OF THE NORTHWEST
 PM0466'SIDE OF THE HIGHWAY RIGHT-OF-WAY.  THE MARK IS FLUSH AND THE DISK
 PM0466'IS STAMPED ASYLUM 2 NO 3 1956.
 PM0466'
 PM0466'REFERENCE MARK 4 IS 3 FEET EAST OF THE 14 INCH ELM TREE, 2 FEET NORTH
 PM0466'OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF THE SOUTHEAST EDGE
 PM0466'OF THE CULTIVATED FIELD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PM0466'ASYLUM 2 NO 4 1956.
 PM0466'
 PM0466'THE AZIMUTH MARK IS 72 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAYS
 PM0466'141 AND 151, 68 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL FRAME
 PM0466'HOUSE, 62 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 PM0466'GARAGE BUILDING, 15 FEET SOUTH OF THE CENTER OF A CONCRETE DRIVEWAY,
 PM0466'ON THE PROPERTY LINE BETWEEN PROPERTIES OF FRANK SPACEK AND CARL
 PM0466'KUGLER.  THE MARK IS 6 INCHES UNDER-GROUND AND THE DISK IS STAMPED
 PM0466'ASYLUM 1953.
 PM0466'
 PM0466'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PM0466
 PM0466                          STATION RECOVERY (2003)
 PM0466
 PM0466'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0466'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0609 ***********************************************************************
 QM0609  DESIGNATION -  ATHELSTANE
 QM0609  PID         -  QM0609
 QM0609  STATE/COUNTY-  WI/MARINETTE
 QM0609  COUNTRY     -  US
 QM0609  USGS QUAD   -  LEHMAN LAKE (2018)
 QM0609
 QM0609                         *CURRENT SURVEY CONTROL
 QM0609  ______________________________________________________________________
 QM0609* NAD 83(1991) POSITION- 45 24 03.74419(N) 088 07 38.08709(W)   ADJUSTED
 QM0609* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 QM0609  ______________________________________________________________________
 QM0609  GEOID HEIGHT    -        -35.541 (meters)                     GEOID18
 QM0609  LAPLACE CORR    -         -4.97  (seconds)                    DEFLEC18
 QM0609  HORZ ORDER      -  SECOND
 QM0609
 QM0609.The horizontal coordinates were established by classical geodetic methods
 QM0609.and adjusted by the National Geodetic Survey in November 1991.
 QM0609
 QM0609.The orthometric height was scaled from a topographic map.
 QM0609
 QM0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0609.GEOID18 height accuracy estimate available here.
 QM0609
 QM0609.Click photographs - Photos may exist for this station.
 QM0609
 QM0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0609
 QM0609. The following values were computed from the NAD 83(1991) position.
 QM0609
 QM0609;                    North         East     Units Scale Factor Converg.
 QM0609;SPC WI C     -   175,897.813   746,611.444   MT  0.99998266   +1 19 16.9
 QM0609;SPC WI C     -   577,091.41  2,449,507.71   sFT  0.99998266   +1 19 16.9
 QM0609;UTM  16      - 5,028,120.420   411,777.771   MT  0.99969569   -0 48 09.7
 QM0609
 QM0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0609!SPC WI C     -   0.99995917  x   0.99998266  =   0.99994183
 QM0609!UTM  16      -   0.99995917  x   0.99969569  =   0.99965487
 QM0609
 QM0609:                Primary Azimuth Mark                     Grid Az
 QM0609:SPC WI C     -  ATHELSTANE AZ MK                         236 48 38.4
 QM0609:UTM  16      -  ATHELSTANE AZ MK                         238 56 05.0
 QM0609
 QM0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1177728120(NAD 83)
 QM0609
 QM0609|---------------------------------------------------------------------|
 QM0609| PID    Reference Object                     Distance      Geod. Az  |
 QM0609|                                                           dddmmss.s |
 QM0609| CJ4197 ATHELSTANE RM 1                      25.158 METERS 19221     |
 QM0609| CJ4196 ATHELSTANE AZ MK                                   2380755.3 |
 QM0609| CJ4198 ATHELSTANE RM 2                      16.312 METERS 31211     |
 QM0609|---------------------------------------------------------------------|
 QM0609
 QM0609                          SUPERSEDED SURVEY CONTROL
 QM0609
 QM0609  NAD 83(1986)-  45 24 03.74723(N)    088 07 38.09211(W) AD(       ) 2
 QM0609  NAD 27      -  45 24 03.86800(N)    088 07 37.69300(W) AD(       ) 2
 QM0609
 QM0609.Superseded values are not recommended for survey control.
 QM0609
 QM0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0609.See file dsdata.pdf to determine how the superseded data were derived.
 QM0609
 QM0609_MARKER: DS = TRIANGULATION STATION DISK
 QM0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0609_STAMPING: ATHELSTANE 1954
 QM0609_MARK LOGO: CGS
 QM0609_PROJECTION: FLUSH
 QM0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0609+STABILITY: SURFACE MOTION
 QM0609
 QM0609  HISTORY     - Date     Condition        Report By
 QM0609  HISTORY     - 1954     MONUMENTED       CGS
 QM0609  HISTORY     - 19921031 GOOD             USPSQD
 QM0609  HISTORY     - 20021005 GOOD             USPSQD
 QM0609
 QM0609                          STATION DESCRIPTION
 QM0609
 QM0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0609'THE STATION IS LOCATED ON A SMALL TIMBERED HILL ABOUT 2.0
 QM0609'MILES SOUTH-SOUTHWEST OF THE SMALL VILLAGE OF ATHELSTANE,
 QM0609'ON THE PROPERTY OF MR. AUGUST MILLER.  THE STATION, STAMPED
 QM0609'ATHELSTANE 1954, IS 7 FEET NORTHWEST OF A WITNESS POST, 28
 QM0609'FEET EAST OF A PEAKED BOULDER AND IS FLUSH WITH THE GROUND.
 QM0609'
 QM0609'REFERENCE MARK NO. 1, STAMPED ATHELSTANE NO. 1 1954, PROJECTS
 QM0609'4 INCHES ABOVE THE GROUND.
 QM0609'
 QM0609'THE AZIMUTH MARK, STAMPED ATHELSTANE 1954, IS 32 FEET NORTH OF
 QM0609'THE CENTERLINE OF COUNTY HIGHWAY C, 2 FEET EAST OF A FENCE
 QM0609'CORNER, 1 FOOT NORTHEAST OF A WITNESS POST, AND PROJECTS 6
 QM0609'INCHES ABOVE THE GROUND.
 QM0609'
 QM0609'REFERENCE MARK NO. 2, STAMPED ATHELSTANE NO. 2 1954, IS 3 FEET
 QM0609'SOUTHEST OF A BOULDER AND PROJECTS 4 INCHES ABOVE THE GROUND.
 QM0609'
 QM0609'TO REACH FROM THE JUNCTION OF COUNTY HIGHWAYS A AND C IN ATHELSTANE
 QM0609'GO SOUTH ON A AND C FOR 1.5 MILES TO A FORK, TURN RIGHT ON C
 QM0609'AND GO WESTERLY FOR 1.45 MILES TO THE TOP OF A GRADE, JUST
 QM0609'OVER THE TOP OF THE GRADE TURN RIGHT AND CROSS FENCE, THENCE
 QM0609'PROCEED NORTHERLY ALONG EDGE OF FIELD FOR .15 MILE TO A CLEARED
 QM0609'ROAD, PROCEED EASTERLY UP HILL ON CLEARED ROAD FOR 100 YARDS TO
 QM0609'STATION.
 QM0609'
 QM0609'TO REACH AZIMUTH MARK FROM THE TOP OF THE GRADE, CONTINUE
 QM0609'WESTERLY ON COUNTY C FOR .1 MILE TO A FENCE CORNER ON RIGHT
 QM0609'AND MARK.  CONSIDERABLE CLEARING WILL BE NECESSARY TO SEE THE
 QM0609'AZIMUTH MARK FROM THE GROUND AT THE STATION.
 QM0609
 QM0609                          STATION RECOVERY (1992)
 QM0609
 QM0609'RECOVERY NOTE BY US POWER SQUADRON 1992 (AJT)
 QM0609'RECOVERED IN GOOD CONDITION.
 QM0609
 QM0609                          STATION RECOVERY (2002)
 QM0609
 QM0609'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0609'STATION IS 28 FEET WEST OF A PEAKED BOULDER AND NOT WEST AS PREVIOUSLY
 QM0609'DESCRIBED. RM 1 AND RM 2 FOUND IN GOOD CONDITION.  AZ MARK NOT FOUND
 QM0609'AT ORIGINAL LOCATION.  IT IS NOW LYING ALONGSIDE PRIVATE DRIVEWAY
 QM0609'AFTER HIGHWAY RECONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4988 ***********************************************************************
 DQ4988  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4988  DESIGNATION -  ATHELSTANE C GPS
 DQ4988  PID         -  DQ4988
 DQ4988  STATE/COUNTY-  WI/MARINETTE
 DQ4988  COUNTRY     -  US
 DQ4988  USGS QUAD   -  LEHMAN LAKE (2018)
 DQ4988
 DQ4988                         *CURRENT SURVEY CONTROL
 DQ4988  ______________________________________________________________________
 DQ4988* NAD 83(2011) POSITION- 45 26 51.20470(N) 088 07 38.95389(W)   ADJUSTED
 DQ4988* NAD 83(2011) ELLIP HT-   264.432 (meters)        (04/14/17)   ADJUSTED
 DQ4988* NAD 83(2011) EPOCH   -  2010.00
 DQ4988* NAVD 88 ORTHO HEIGHT -   299.89  (meters)      983.9   (feet) GPS OBS
 DQ4988  ______________________________________________________________________
 DQ4988  GEOID HEIGHT    -        -35.455 (meters)                     GEOID18
 DQ4988  NAD 83(2011) X  -    146,467.766 (meters)                     COMP
 DQ4988  NAD 83(2011) Y  - -4,480,074.464 (meters)                     COMP
 DQ4988  NAD 83(2011) Z  -  4,522,570.431 (meters)                     COMP
 DQ4988  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 DQ4988
 DQ4988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4988  Standards:
 DQ4988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4988  -------------------------------------------------------------------
 DQ4988  NETWORK    0.58   0.80           0.27   0.19   0.41      0.05922269
 DQ4988  -------------------------------------------------------------------
 DQ4988  Click here for local accuracies and other accuracy information.
 DQ4988
 DQ4988.The horizontal coordinates were established by GPS observations
 DQ4988.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4988
 DQ4988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4988.been affixed to the stable North American tectonic plate. See 
 DQ4988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4988
 DQ4988.The horizontal coordinates are valid at the epoch date displayed above
 DQ4988.which is a decimal equivalence of Year/Month/Day.
 DQ4988
 DQ4988.The orthometric height was determined by GPS observations and a
 DQ4988.high-resolution geoid model using precise GPS observation and
 DQ4988.processing techniques.
 DQ4988
 DQ4988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4988.GEOID18 height accuracy estimate available here.
 DQ4988
 DQ4988.Click photographs - Photos may exist for this station.
 DQ4988
 DQ4988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4988
 DQ4988.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4988
 DQ4988.The ellipsoidal height was determined by GPS observations
 DQ4988.and is referenced to NAD 83.
 DQ4988
 DQ4988. The following values were computed from the NAD 83(2011) position.
 DQ4988
 DQ4988;                    North         East     Units Scale Factor Converg.
 DQ4988;SPC WI C     -   181,065.816   746,473.396   MT  0.99999043   +1 19 16.3
 DQ4988;SPC WI C     -   594,046.76  2,449,054.80   sFT  0.99999043   +1 19 16.3
 DQ4988;UTM  16      - 5,033,288.484   411,831.375   MT  0.99969558   -0 48 12.6
 DQ4988
 DQ4988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4988!SPC WI C     -   0.99995854  x   0.99999043  =   0.99994897
 DQ4988!UTM  16      -   0.99995854  x   0.99969558  =   0.99965414
 DQ4988
 DQ4988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1183133288(NAD 83)
 DQ4988
 DQ4988                          SUPERSEDED SURVEY CONTROL
 DQ4988
 DQ4988.No superseded survey control is available for this station.
 DQ4988
 DQ4988_MARKER: DD = SURVEY DISK
 DQ4988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4988_STAMPING: ATHELSTANE C GPS 2012
 DQ4988_MARK LOGO: WIDT
 DQ4988_PROJECTION: FLUSH
 DQ4988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4988+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4988
 DQ4988  HISTORY     - Date     Condition        Report By
 DQ4988  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4988  HISTORY     - 20150201 GOOD             WIDT
 DQ4988
 DQ4988                          STATION DESCRIPTION
 DQ4988
 DQ4988'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4988'THE STATION IS APPROXIMATELY 16.8 MI (27.0 KM) SOUTHEAST OF GOODMAN,
 DQ4988'7.6 MI (12.2 KM) SOUTHWEST OF AMBERG, AND 2.2 MI (3.5 KM) NORTHWEST OF
 DQ4988'ATHELSTANE.
 DQ4988'
 DQ4988'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF COUNTY HIGHWAY A
 DQ4988'WITH COUNTY HIGHWAY C IN THE COMMUNITY OF ATHELSTANE, GO WEST THEN
 DQ4988'NORTH ON COUNTY HIGHWAY A FOR 2.6 MI (4.2 KM) TO EAST TRACK 13 ROAD ON
 DQ4988'THE LEFT.  TURN LEFT AND GO WEST ON EAST TRACK 13 ROAD FOR 0.45 MI
 DQ4988'(0.7 KM) TO A DIRT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.15
 DQ4988'MI (0.2 KM) TO THE TOP OF A HILL AND THE STATION ON THE LEFT.
 DQ4988'
 DQ4988'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4988'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4988'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ4988'STATION IS 13.6 M (44.6 FT) EAST OF CENTER DIRT ROAD, ABOUT 235 M (770
 DQ4988'FT) SOUTH OF EAST TRACK 13 ROAD, 14.9 M (48.9 FT) WEST OF A WOODEN
 DQ4988'POST WITH BIRDHOUSE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ4988'THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4988'
 DQ4988'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4988'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4989 ***********************************************************************
 DQ4989  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4989  DESIGNATION -  ATHELSTANE NE GPS
 DQ4989  PID         -  DQ4989
 DQ4989  STATE/COUNTY-  WI/MARINETTE
 DQ4989  COUNTRY     -  US
 DQ4989  USGS QUAD   -  TOWN CORNER LAKE (2018)
 DQ4989
 DQ4989                         *CURRENT SURVEY CONTROL
 DQ4989  ______________________________________________________________________
 DQ4989* NAD 83(2011) POSITION- 45 31 15.29276(N) 088 05 11.40879(W)   ADJUSTED
 DQ4989* NAD 83(2011) ELLIP HT-   266.780 (meters)        (04/14/17)   ADJUSTED
 DQ4989* NAD 83(2011) EPOCH   -  2010.00
 DQ4989* NAVD 88 ORTHO HEIGHT -   302.16  (meters)      991.3   (feet) GPS OBS
 DQ4989  ______________________________________________________________________
 DQ4989  GEOID HEIGHT    -        -35.373 (meters)                     GEOID18
 DQ4989  NAD 83(2011) X  -    149,478.336 (meters)                     COMP
 DQ4989  NAD 83(2011) Y  - -4,474,159.579 (meters)                     COMP
 DQ4989  NAD 83(2011) Z  -  4,528,288.510 (meters)                     COMP
 DQ4989  LAPLACE CORR    -         -5.31  (seconds)                    DEFLEC18
 DQ4989
 DQ4989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4989  Standards:
 DQ4989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4989  -------------------------------------------------------------------
 DQ4989  NETWORK    0.56   0.76           0.26   0.19   0.39     -0.02216446
 DQ4989  -------------------------------------------------------------------
 DQ4989  Click here for local accuracies and other accuracy information.
 DQ4989
 DQ4989.The horizontal coordinates were established by GPS observations
 DQ4989.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4989
 DQ4989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4989.been affixed to the stable North American tectonic plate. See 
 DQ4989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4989
 DQ4989.The horizontal coordinates are valid at the epoch date displayed above
 DQ4989.which is a decimal equivalence of Year/Month/Day.
 DQ4989
 DQ4989.The orthometric height was determined by GPS observations and a
 DQ4989.high-resolution geoid model using precise GPS observation and
 DQ4989.processing techniques.
 DQ4989
 DQ4989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4989.GEOID18 height accuracy estimate available here.
 DQ4989
 DQ4989.Click photographs - Photos may exist for this station.
 DQ4989
 DQ4989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4989
 DQ4989.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4989
 DQ4989.The ellipsoidal height was determined by GPS observations
 DQ4989.and is referenced to NAD 83.
 DQ4989
 DQ4989. The following values were computed from the NAD 83(2011) position.
 DQ4989
 DQ4989;                    North         East     Units Scale Factor Converg.
 DQ4989;SPC WI C     -   189,291.341   749,486.655   MT  1.00000405   +1 21 00.4
 DQ4989;SPC WI C     -   621,033.34  2,458,940.80   sFT  1.00000405   +1 21 00.4
 DQ4989;UTM  16      - 5,041,394.144   415,146.558   MT  0.99968852   -0 46 31.0
 DQ4989
 DQ4989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4989!SPC WI C     -   0.99995818  x   1.00000405  =   0.99996223
 DQ4989!UTM  16      -   0.99995818  x   0.99968852  =   0.99964671
 DQ4989
 DQ4989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1514641394(NAD 83)
 DQ4989
 DQ4989                          SUPERSEDED SURVEY CONTROL
 DQ4989
 DQ4989.No superseded survey control is available for this station.
 DQ4989
 DQ4989_MARKER: DD = SURVEY DISK
 DQ4989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4989_STAMPING: ATHELSTANE NE GPS 2012
 DQ4989_MARK LOGO: WIDT
 DQ4989_PROJECTION: FLUSH
 DQ4989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4989+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4989
 DQ4989  HISTORY     - Date     Condition        Report By
 DQ4989  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4989  HISTORY     - 20150201 GOOD             WIDT
 DQ4989
 DQ4989                          STATION DESCRIPTION
 DQ4989
 DQ4989'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4989'THE STATION IS APPROXIMATELY 9.9 MI (15.9 KM) SOUTHEAST OF DUNBAR, 6.6
 DQ4989'MI (10.6 KM) NORTH OF ATHELSTANE, AND 4.6 MI (7.4 KM) WEST-NORTHWEST
 DQ4989'OF AMBERG.
 DQ4989'
 DQ4989'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF COUNTY HIGHWAY A
 DQ4989'WITH COUNTY HIGHWAY C IN THE COMMUNITY OF ATHELSTANE, GO WEST THEN
 DQ4989'NORTH ON COUNTY HIGHWAY A FOR 7.0 MI (11.3 KM) TO BENSON LAKE ROAD.
 DQ4989'TURN RIGHT AND GO EAST ON BENSON LAKE ROAD FOR 1.9 MI (3.1 KM) TO
 DQ4989'FORBES ROAD ON THE LEFT.  TURN AND GO WINDING NORTH ON FORBES ROAD FOR
 DQ4989'1.25 MI (2.0 KM) TO SMILEY ROAD.  TURN LEFT AND GO WEST ON SMILEY ROAD
 DQ4989'FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DQ4989'
 DQ4989'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4989'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4989'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ4989'STATION IS 6.0 M (19.7 FT) NORTH OF THE CENTERLINE OF SMILEY ROAD,
 DQ4989'40.5 M (132.9 FT) NORTHEAST OF A POWER POLE -3519 11E2-, 21.4 M (70.2
 DQ4989'FT) NORTH-NORTHWEST OF A POWER POLE -3519 11E1-, AND LOCATED BETWEEN
 DQ4989'TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4989'
 DQ4989'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4989'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8755 ***********************************************************************
 DP8755  DESIGNATION -  ATHELSTANE S GPS
 DP8755  PID         -  DP8755
 DP8755  STATE/COUNTY-  WI/MARINETTE
 DP8755  COUNTRY     -  US
 DP8755  USGS QUAD   -  ATHELSTANE (2018)
 DP8755
 DP8755                         *CURRENT SURVEY CONTROL
 DP8755  ______________________________________________________________________
 DP8755* NAD 83(2011) POSITION- 45 24 15.95065(N) 088 05 55.56307(W)   ADJUSTED
 DP8755* NAD 83(2011) ELLIP HT-   246.842 (meters)        (04/14/17)   ADJUSTED
 DP8755* NAD 83(2011) EPOCH   -  2010.00
 DP8755* NAVD 88 ORTHO HEIGHT -   282.421 (meters)      926.58  (feet) ADJUSTED
 DP8755  ______________________________________________________________________
 DP8755  GEOID HEIGHT    -        -35.585 (meters)                     GEOID18
 DP8755  NAD 83(2011) X  -    148,826.267 (meters)                     COMP
 DP8755  NAD 83(2011) Y  - -4,483,400.700 (meters)                     COMP
 DP8755  NAD 83(2011) Z  -  4,519,193.866 (meters)                     COMP
 DP8755  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 DP8755  DYNAMIC HEIGHT  -        282.404 (meters)      926.52  (feet) COMP
 DP8755  MODELED GRAVITY -    980,549.6   (mgal)                       NAVD 88
 DP8755
 DP8755  VERT ORDER      -  SECOND    CLASS I
 DP8755
 DP8755  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8755  Standards:
 DP8755         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8755            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8755  -------------------------------------------------------------------
 DP8755  NETWORK    0.56   0.78           0.26   0.19   0.40      0.04787100
 DP8755  -------------------------------------------------------------------
 DP8755  Click here for local accuracies and other accuracy information.
 DP8755
 DP8755.The horizontal coordinates were established by GPS observations
 DP8755.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8755
 DP8755.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8755.been affixed to the stable North American tectonic plate. See 
 DP8755.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8755
 DP8755.The horizontal coordinates are valid at the epoch date displayed above
 DP8755.which is a decimal equivalence of Year/Month/Day.
 DP8755
 DP8755.The orthometric height was determined by differential leveling and
 DP8755.adjusted by the NATIONAL GEODETIC SURVEY
 DP8755.in February 2017.
 DP8755
 DP8755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8755.GEOID18 height accuracy estimate available here.
 DP8755
 DP8755.Click photographs - Photos may exist for this station.
 DP8755
 DP8755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8755
 DP8755.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8755
 DP8755.The ellipsoidal height was determined by GPS observations
 DP8755.and is referenced to NAD 83.
 DP8755
 DP8755.The dynamic height is computed by dividing the NAVD 88
 DP8755.geopotential number by the normal gravity value computed on the
 DP8755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8755.degrees latitude (g = 980.6199 gals.).
 DP8755
 DP8755.The modeled gravity was interpolated from observed gravity values.
 DP8755
 DP8755. The following values were computed from the NAD 83(2011) position.
 DP8755
 DP8755;                    North         East     Units Scale Factor Converg.
 DP8755;SPC WI C     -   176,326.352   748,831.733   MT  0.99998320   +1 20 29.3
 DP8755;SPC WI C     -   578,497.37  2,456,792.11   sFT  0.99998320   +1 20 29.3
 DP8755;UTM  16      - 5,028,466.274   414,011.769   MT  0.99969091   -0 46 56.9
 DP8755
 DP8755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8755!SPC WI C     -   0.99996130  x   0.99998320  =   0.99994450
 DP8755!UTM  16      -   0.99996130  x   0.99969091  =   0.99965222
 DP8755
 DP8755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1401128466(NAD 83)
 DP8755
 DP8755                          SUPERSEDED SURVEY CONTROL
 DP8755
 DP8755.No superseded survey control is available for this station.
 DP8755
 DP8755_MARKER: DD = SURVEY DISK
 DP8755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8755_STAMPING: ATHELSTANE S GPS 2012
 DP8755_MARK LOGO: WIDT
 DP8755_PROJECTION: FLUSH
 DP8755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8755+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2014
 DP8755
 DP8755  HISTORY     - Date     Condition        Report By
 DP8755  HISTORY     - 2012     MONUMENTED       WIDT
 DP8755  HISTORY     - 20141030 GOOD             WIDT
 DP8755
 DP8755                          STATION DESCRIPTION
 DP8755
 DP8755'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8755'THE STATION IS APPROXIMATELY 21.8 MI (35.1 KM) NORTHEAST OF LAKEWOOD,
 DP8755'7.5 MI (12.1 KM) WEST-NORTHWEST OF WAUSAUKEE AND 1.4 MI (2.3 KM) SOUTH
 DP8755'OF ATHELSTANE.
 DP8755'
 DP8755'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF COUNTY HIGHWAY A
 DP8755'WITH COUNTY HIGHWAY C IN THE COMMUNITY OF ATHELSTANE, GO SOUTH ON
 DP8755'COUNTY HIGHWAY AC FOR 1.3 MI (2.1 KM) TO THE ATHELSTANE TOWN HALL ON
 DP8755'THE LEFT AND THE STATION ON THE LEFT.
 DP8755'
 DP8755'THE STATION IS 34.7 M (113.8 FT) EAST OF THE CENTERLINE OF COUNTY
 DP8755'HIGHWAY AC, 37.6 M (123.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DP8755'ATHELSTANE TOWN HALL BUILDING, 27.4 M (89.9 FT) EAST-SOUTHEAST OF A
 DP8755'UTILITY JUNCTION BOX -230550-, 12.6 M (41.3 FT) NORTH OF THE NORTH
 DP8755'EDGE OF PAVEMENT FOR A PARKING LOT AND LOCATED IN THE CENTER OF A
 DP8755'TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP8755'
 DP8755'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8755'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8755'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8755'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8755'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5267 ***********************************************************************
 DK5267  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5267  DESIGNATION -  ATHENS GPS
 DK5267  PID         -  DK5267
 DK5267  STATE/COUNTY-  WI/MARATHON
 DK5267  COUNTRY     -  US
 DK5267  USGS QUAD   -  HAMBURG (2018)
 DK5267
 DK5267                         *CURRENT SURVEY CONTROL
 DK5267  ______________________________________________________________________
 DK5267* NAD 83(2011) POSITION- 45 00 57.75659(N) 089 57 50.06260(W)   ADJUSTED
 DK5267* NAD 83(2011) ELLIP HT-   374.962 (meters)        (06/27/12)   ADJUSTED
 DK5267* NAD 83(2011) EPOCH   -  2010.00
 DK5267* NAVD 88 ORTHO HEIGHT -   408.37  (meters)     1339.8   (feet) GPS OBS
 DK5267  ______________________________________________________________________
 DK5267  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5267  GEOID HEIGHT    -        -33.407 (meters)                     GEOID12A
 DK5267  GEOID HEIGHT    -        -33.409 (meters)                     GEOID18
 DK5267  NAD 83(2011) X  -      2,845.248 (meters)                     COMP
 DK5267  NAD 83(2011) Y  - -4,516,594.138 (meters)                     COMP
 DK5267  NAD 83(2011) Z  -  4,488,874.177 (meters)                     COMP
 DK5267  LAPLACE CORR    -         -6.65  (seconds)                    DEFLEC18
 DK5267
 DK5267  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5267  Standards:
 DK5267         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5267            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5267  -------------------------------------------------------------------
 DK5267  NETWORK    0.30   0.29           0.13   0.11   0.15     -0.03626363
 DK5267  -------------------------------------------------------------------
 DK5267  Click here for local accuracies and other accuracy information.
 DK5267
 DK5267.The horizontal coordinates were established by GPS observations
 DK5267.and adjusted by the National Geodetic Survey in June 2012.
 DK5267
 DK5267.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5267.been affixed to the stable North American tectonic plate. See 
 DK5267.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5267
 DK5267.The horizontal coordinates are valid at the epoch date displayed above
 DK5267.which is a decimal equivalence of Year/Month/Day.
 DK5267
 DK5267.The orthometric height was determined by GPS observations and a
 DK5267.high-resolution geoid model using precise GPS observation and
 DK5267.processing techniques.
 DK5267
 DK5267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5267.GEOID18 height accuracy estimate available here.
 DK5267
 DK5267.Click photographs - Photos may exist for this station.
 DK5267
 DK5267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5267
 DK5267.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5267
 DK5267.The ellipsoidal height was determined by GPS observations
 DK5267.and is referenced to NAD 83.
 DK5267
 DK5267. The following values were computed from the NAD 83(2011) position.
 DK5267
 DK5267;                    North         East     Units Scale Factor Converg.
 DK5267;SPC WI C     -   131,422.591   602,844.921   MT  0.99994368   +0 01 31.7
 DK5267;SPC WI C     -   431,175.62  1,977,833.71   sFT  0.99994368   +0 01 31.7
 DK5267;UTM  16      - 4,989,006.953   266,463.974   MT  1.00027068   -2 05 50.4
 DK5267;UTM  15      - 4,989,217.794   739,223.916   MT  1.00030375   +2 08 54.5
 DK5267
 DK5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5267!SPC WI C     -   0.99994121  x   0.99994368  =   0.99988490
 DK5267!UTM  16      -   0.99994121  x   1.00027068  =   1.00021188
 DK5267!UTM  15      -   0.99994121  x   1.00030375  =   1.00024495
 DK5267
 DK5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6646389006(NAD 83)
 DK5267
 DK5267                          SUPERSEDED SURVEY CONTROL
 DK5267
 DK5267  NAD 83(2007)-  45 00 57.75678(N)    089 57 50.06329(W) AD(2002.00) 1
 DK5267  ELLIP H (07/29/08)  374.992  (m)                       GP(2002.00) 3 1
 DK5267  NAVD 88 (07/29/08)  408.36   (m)  GEOID03  model used  GPS OBS        
 DK5267
 DK5267.Superseded values are not recommended for survey control.
 DK5267
 DK5267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5267.See file dsdata.pdf to determine how the superseded data were derived.
 DK5267
 DK5267_MARKER: DD = SURVEY DISK
 DK5267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5267_STAMPING: ATHENS GPS 2005
 DK5267_MARK LOGO: WIDT
 DK5267_PROJECTION: FLUSH
 DK5267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK5267+STABILITY: SURFACE MOTION
 DK5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5267+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2020
 DK5267
 DK5267  HISTORY     - Date     Condition        Report By
 DK5267  HISTORY     - 2004     MONUMENTED       WIDT
 DK5267  HISTORY     - 20061218 GOOD             WIDT
 DK5267  HISTORY     - 20110706 GOOD             WIDT
 DK5267  HISTORY     - 20200422 GOOD             WIDT
 DK5267
 DK5267                          STATION DESCRIPTION
 DK5267
 DK5267'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5267'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DK5267'HIGHWAY H ABOUT 6 MI (9.7 KM) EAST OF THE VILLAGE OF ATHENS, GO SOUTH
 DK5267'ON COUNTY HIGHWAY H FOR 2.1 MI (3.4 KM) TO WEST 23RD STREET ON THE
 DK5267'LEFT, CONTINUE SOUTH ON COUNTY HIGHWAY H FOR 0.05 MI (0.1 KM) TO THE
 DK5267'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DK5267'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DK5267'A 40-CM (16 INCH) DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 2.1 M
 DK5267'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DK5267'PAVEMENT.  THE STATION IS 11.0 M (36.1 FT) WEST OF THE CENTERLINE OF
 DK5267'COUNTY HIGHWAY H, 67 M (219.8 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 DK5267'WEST 23RD STREET, 31.7 M (104.0 FT) NORTHWEST OF A POWER POLE
 DK5267'--2905-7W8--, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF AN ORANGE 4X4
 DK5267'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5267'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5267
 DK5267                          STATION RECOVERY (2011)
 DK5267
 DK5267'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5267'RECOVERED IN GOOD CONDITION.
 DK5267
 DK5267                          STATION RECOVERY (2020)
 DK5267
 DK5267'RECOVERY NOTE BY WI DEPT OF TRANSP 2020 (MJH)
 DK5267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0480 ***********************************************************************
 QN0480  DESIGNATION -  ATHENS MUNICIPAL TANK
 QN0480  PID         -  QN0480
 QN0480  STATE/COUNTY-  WI/MARATHON
 QN0480  COUNTRY     -  US
 QN0480  USGS QUAD   -  ATHENS (2018)
 QN0480
 QN0480                         *CURRENT SURVEY CONTROL
 QN0480  ______________________________________________________________________
 QN0480* NAD 83(1991) POSITION- 45 02 03.51686(N) 090 04 34.42362(W)   ADJUSTED
 QN0480  ______________________________________________________________________
 QN0480  GEOID HEIGHT    -        -33.004 (meters)                     GEOID18
 QN0480  LAPLACE CORR    -         -7.78  (seconds)                    DEFLEC18
 QN0480  HORZ ORDER      -  THIRD
 QN0480
 QN0480.The horizontal coordinates were established by classical geodetic methods
 QN0480.and adjusted by the National Geodetic Survey in November 1991.
 QN0480
 QN0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0480.GEOID18 height accuracy estimate available here.
 QN0480
 QN0480.Click photographs - Photos may exist for this station.
 QN0480
 QN0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0480
 QN0480. The following values were computed from the NAD 83(1991) position.
 QN0480
 QN0480;                    North         East     Units Scale Factor Converg.
 QN0480;SPC WI C     -   133,454.689   593,993.524   MT  0.99994451   -0 03 13.6
 QN0480;SPC WI C     -   437,842.59  1,948,793.75   sFT  0.99994451   -0 03 13.6
 QN0480;UTM  15      - 4,990,921.140   730,300.333   MT  1.00025222   +2 04 10.4
 QN0480;UTM  16      - 4,991,366.430   257,690.856   MT  1.00032201   -2 10 39.3
 QN0480
 QN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3030090921(NAD 83)
 QN0480
 QN0480                          SUPERSEDED SURVEY CONTROL
 QN0480
 QN0480  NAD 83(1986)-  45 02 03.51553(N)    090 04 34.42873(W) AD(       ) 3
 QN0480  NAD 27      -  45 02 03.64300(N)    090 04 33.95000(W) AD(       ) 3
 QN0480
 QN0480.Superseded values are not recommended for survey control.
 QN0480
 QN0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0480.See file dsdata.pdf to determine how the superseded data were derived.
 QN0480
 QN0480_MARKER: 53 = ELEVATED TANK
 QN0480
 QN0480  HISTORY     - Date     Condition        Report By
 QN0480  HISTORY     - 1952     FIRST OBSERVED   CGS
 QN0480  HISTORY     - 19991017 GOOD             USPSQD
 QN0480
 QN0480                          STATION DESCRIPTION
 QN0480
 QN0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0480'THE STATION IS THE SMALL KNOB ON THE TOP CENTER OF THE SILVER
 QN0480'COLORED, MUNICIPLE WATER TANK IN ATHENS.  THE STRUCTURE IS 110
 QN0480'FEET HIGH.  THE TANK IS SUPPORTED BY FOUR LEGS AND THERE
 QN0480'IS A PIPE 3 FEET IN DIAMETER RUNNING UP THE CENTER OF THE
 QN0480'STRUCTURE TO THE BASE OF THE TANK.  IT IS LOCATED ABOUT 10
 QN0480'YARDS WEST OF THE REAR OF THE ATHENS FIRE STATION AND 5 YARDS
 QN0480'NORTH OF THE NORTHWEST CORNER OF THE COMMUNITY HALL.
 QN0480
 QN0480                          STATION RECOVERY (1999)
 QN0480
 QN0480'RECOVERY NOTE BY US POWER SQUADRON 1999
 QN0480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0479 ***********************************************************************
 QN0479  DESIGNATION -  ATHENS ST ANTHONYS CATH CH
 QN0479  PID         -  QN0479
 QN0479  STATE/COUNTY-  WI/MARATHON
 QN0479  COUNTRY     -  US
 QN0479  USGS QUAD   -  ATHENS (2018)
 QN0479
 QN0479                         *CURRENT SURVEY CONTROL
 QN0479  ______________________________________________________________________
 QN0479* NAD 83(1991) POSITION- 45 01 57.33525(N) 090 04 33.19549(W)   ADJUSTED
 QN0479  ______________________________________________________________________
 QN0479  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 QN0479  LAPLACE CORR    -         -7.77  (seconds)                    DEFLEC18
 QN0479  HORZ ORDER      -  THIRD
 QN0479
 QN0479.The horizontal coordinates were established by classical geodetic methods
 QN0479.and adjusted by the National Geodetic Survey in November 1991.
 QN0479
 QN0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0479.GEOID18 height accuracy estimate available here.
 QN0479
 QN0479.Click photographs - Photos may exist for this station.
 QN0479
 QN0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0479
 QN0479. The following values were computed from the NAD 83(1991) position.
 QN0479
 QN0479;                    North         East     Units Scale Factor Converg.
 QN0479;SPC WI C     -   133,263.847   594,020.227   MT  0.99994442   -0 03 12.8
 QN0479;SPC WI C     -   437,216.47  1,948,881.36   sFT  0.99994442   -0 03 12.8
 QN0479;UTM  15      - 4,990,731.360   730,334.098   MT  1.00025241   +2 04 11.1
 QN0479;UTM  16      - 4,991,174.657   257,710.475   MT  1.00032190   -2 10 38.2
 QN0479
 QN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3033490731(NAD 83)
 QN0479
 QN0479                          SUPERSEDED SURVEY CONTROL
 QN0479
 QN0479  NAD 83(1986)-  45 01 57.33394(N)    090 04 33.20059(W) AD(       ) 3
 QN0479  NAD 27      -  45 01 57.46100(N)    090 04 32.72100(W) AD(       ) 3
 QN0479
 QN0479.Superseded values are not recommended for survey control.
 QN0479
 QN0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0479.See file dsdata.pdf to determine how the superseded data were derived.
 QN0479
 QN0479_MARKER: 90 = CHURCH SPIRE
 QN0479
 QN0479  HISTORY     - Date     Condition        Report By
 QN0479  HISTORY     - 1952     FIRST OBSERVED   CGS
 QN0479  HISTORY     - 19991017 GOOD             USPSQD
 QN0479
 QN0479                          STATION DESCRIPTION
 QN0479
 QN0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0479'THE STATION IS THE TOP CENTER OF THE SPIRE ON THE EAST END
 QN0479'OF THE CHURCH.  THE CHURCH IS BUILT OF RED BRICK, THE SHINGLES
 QN0479'ON THE SPIRE ARE GREEN AND THERE IS A CROSS ON THE TOP CENTER
 QN0479'OF THE SPIRE.  THE TOP OF THE CROSS IS 125 FEET ABOVE THE
 QN0479'GROUND.
 QN0479
 QN0479                          STATION RECOVERY (1999)
 QN0479
 QN0479'RECOVERY NOTE BY US POWER SQUADRON 1999
 QN0479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0210 ***********************************************************************
 QM0210  DESIGNATION -  ATKINS
 QM0210  PID         -  QM0210
 QM0210  STATE/COUNTY-  WI/FOREST
 QM0210  COUNTRY     -  US
 QM0210  USGS QUAD   -  MONICO NE (2018)
 QM0210
 QM0210                         *CURRENT SURVEY CONTROL
 QM0210  ______________________________________________________________________
 QM0210* NAD 83(1991) POSITION- 45 39 52.26117(N) 089 01 59.86759(W)   ADJUSTED
 QM0210* NAVD 88 ORTHO HEIGHT -   511.916 (meters)     1679.51  (feet) ADJUSTED
 QM0210  ______________________________________________________________________
 QM0210  GEOID HEIGHT    -        -32.789 (meters)                     GEOID18
 QM0210  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 QM0210  DYNAMIC HEIGHT  -        511.885 (meters)     1679.41  (feet) COMP
 QM0210  MODELED GRAVITY -    980,539.9   (mgal)                       NAVD 88
 QM0210
 QM0210  HORZ ORDER      -  FIRST
 QM0210  VERT ORDER      -  FIRST     CLASS II
 QM0210
 QM0210.The horizontal coordinates were established by classical geodetic methods
 QM0210.and adjusted by the National Geodetic Survey in November 1991.
 QM0210
 QM0210.The orthometric height was determined by differential leveling and
 QM0210.adjusted by the NATIONAL GEODETIC SURVEY
 QM0210.in June 1991.
 QM0210
 QM0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0210.GEOID18 height accuracy estimate available here.
 QM0210
 QM0210.Click photographs - Photos may exist for this station.
 QM0210
 QM0210.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0210
 QM0210.The dynamic height is computed by dividing the NAVD 88
 QM0210.geopotential number by the normal gravity value computed on the
 QM0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0210.degrees latitude (g = 980.6199 gals.).
 QM0210
 QM0210.The modeled gravity was interpolated from observed gravity values.
 QM0210
 QM0210. The following values were computed from the NAD 83(1991) position.
 QM0210
 QM0210;                    North         East     Units Scale Factor Converg.
 QM0210;SPC WI N     -    55,791.356   675,332.228   MT  0.99998368   +0 41 50.5
 QM0210;SPC WI N     -   183,042.14  2,215,652.48   sFT  0.99998368   +0 41 50.5
 QM0210;UTM  16      - 5,058,784.762   341,609.059   MT  0.99990844   -1 27 16.7
 QM0210
 QM0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0210!SPC WI N     -   0.99992489  x   0.99998368  =   0.99990857
 QM0210!UTM  16      -   0.99992489  x   0.99990844  =   0.99983334
 QM0210
 QM0210:                Primary Azimuth Mark                     Grid Az
 QM0210:SPC WI N     -  RICE                                     085 22 10.6
 QM0210:UTM  16      -  RICE                                     087 31 17.8
 QM0210
 QM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4160958784(NAD 83)
 QM0210
 QM0210|---------------------------------------------------------------------|
 QM0210| PID    Reference Object                     Distance      Geod. Az  |
 QM0210|                                                           dddmmss.s |
 QM0210| QM0211 RICE                                APPROX. 2.2 KM 0860401.1 |
 QM0210|---------------------------------------------------------------------|
 QM0210
 QM0210                          SUPERSEDED SURVEY CONTROL
 QM0210
 QM0210  NAD 83(1986)-  45 39 52.26073(N)    089 01 59.86714(W) AD(       ) 1
 QM0210  NAD 27      -  45 39 52.40000(N)    089 01 59.44400(W) AD(       ) 1
 QM0210  USSD        -  45 39 52.49300(N)    089 01 59.27100(W) AD(       ) 3
 QM0210  NGVD 29 (??/??/92)  511.898  (m)         1679.45   (f) ADJ UNCH    1 2
 QM0210  NGVD 29             511.90   (m)         1679.5    (f) LEVELING    3  
 QM0210
 QM0210.Superseded values are not recommended for survey control.
 QM0210
 QM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0210.See file dsdata.pdf to determine how the superseded data were derived.
 QM0210
 QM0210_MARKER: DS = TRIANGULATION STATION DISK
 QM0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0210_SP_SET: RAIL
 QM0210_STAMPING: ATKINS 1921
 QM0210_MARK LOGO: CGS
 QM0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0210+STABILITY: SURFACE MOTION
 QM0210
 QM0210  HISTORY     - Date     Condition        Report By
 QM0210  HISTORY     - 1921     MONUMENTED       CGS
 QM0210  HISTORY     - 1922     GOOD             CGS
 QM0210  HISTORY     - 1934     MARK NOT FOUND   CGS
 QM0210  HISTORY     - 1935     MARK NOT FOUND   WIGS
 QM0210  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0210
 QM0210                          STATION DESCRIPTION
 QM0210
 QM0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0210'STATION IS ABOUT 7-1/2 MILES W OF ARGONNE, 1/2 MILE W OF
 QM0210'FLAGSTOP ATKINS ON THE EXTENSION OF THE S RAIL FROM THE E, ON
 QM0210'THE FIRST CURVE W OF ATKINS, 150 METERS E OF FIRST SWITCH STAND
 QM0210'FOR THE FIRST SIDING W OF ATKINS, AND 7.575 METERS (24.86 FEET)
 QM0210'S OF THE S RAIL OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0210'MARIE RAILWAY.
 QM0210'
 QM0210'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0210'DISKS SET IN CONCRETE.
 QM0210
 QM0210                          STATION RECOVERY (1922)
 QM0210
 QM0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0210'8 MI W FROM ARGONNE.
 QM0210'ABOUT 8 MILES WEST OF ARGONNE, 1/2 MILE WEST OF FLAGSTOP ATKINS,
 QM0210'ON THE EXTENSION OF THE SOUTH RAIL FROM THE EAST, ON THE FIRST
 QM0210'CURVE WEST OF ATKINS, 150 METERS EAST OF FIRST SWITCHSTAND
 QM0210'FOR THE FIRST SIDING WEST OF ATKINS, AND 7.575 METERS (24.86 FT.)
 QM0210'SOUTH OF THE SOUTH RAIL OF THE M. ST. P. AND S. STE. M. RY.
 QM0210
 QM0210                          STATION RECOVERY (1934)
 QM0210
 QM0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0210'MARK NOT FOUND.
 QM0210
 QM0210                          STATION RECOVERY (1935)
 QM0210
 QM0210'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0210'STATION NOT LOCATED.  RAILROAD DITCHER HAS PILED ABOUT 4 FEET
 QM0210'OF SAND AND GRAVEL ALL ALONG BANK AT THIS POINT.
 QM0210'
 QM0210'SPENT ABOUT 5 HOURS DIGGING BUT COULD NOT LOCATE STATION.
 QM0210
 QM0210                          STATION RECOVERY (1985)
 QM0210
 QM0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4942 ***********************************************************************
 DQ4942  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4942  DESIGNATION -  ATKINS GPS
 DQ4942  PID         -  DQ4942
 DQ4942  STATE/COUNTY-  WI/FOREST
 DQ4942  COUNTRY     -  US
 DQ4942  USGS QUAD   -  MONICO NE (2018)
 DQ4942
 DQ4942                         *CURRENT SURVEY CONTROL
 DQ4942  ______________________________________________________________________
 DQ4942* NAD 83(2011) POSITION- 45 39 49.60951(N) 089 01 20.14033(W)   ADJUSTED
 DQ4942* NAD 83(2011) ELLIP HT-   472.231 (meters)        (04/14/17)   ADJUSTED
 DQ4942* NAD 83(2011) EPOCH   -  2010.00
 DQ4942* NAVD 88 ORTHO HEIGHT -   505.04  (meters)     1657.0   (feet) GPS OBS
 DQ4942  ______________________________________________________________________
 DQ4942  GEOID HEIGHT    -        -32.810 (meters)                     GEOID18
 DQ4942  NAD 83(2011) X  -     76,198.236 (meters)                     COMP
 DQ4942  NAD 83(2011) Y  - -4,464,805.477 (meters)                     COMP
 DQ4942  NAD 83(2011) Z  -  4,539,547.097 (meters)                     COMP
 DQ4942  LAPLACE CORR    -         -4.86  (seconds)                    DEFLEC18
 DQ4942
 DQ4942  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4942  Standards:
 DQ4942         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4942            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4942  -------------------------------------------------------------------
 DQ4942  NETWORK    0.78   1.08           0.35   0.28   0.55      0.06322176
 DQ4942  -------------------------------------------------------------------
 DQ4942  Click here for local accuracies and other accuracy information.
 DQ4942
 DQ4942.The horizontal coordinates were established by GPS observations
 DQ4942.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4942
 DQ4942.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4942.been affixed to the stable North American tectonic plate. See 
 DQ4942.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4942
 DQ4942.The horizontal coordinates are valid at the epoch date displayed above
 DQ4942.which is a decimal equivalence of Year/Month/Day.
 DQ4942
 DQ4942.The orthometric height was determined by GPS observations and a
 DQ4942.high-resolution geoid model using precise GPS observation and
 DQ4942.processing techniques.
 DQ4942
 DQ4942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4942.GEOID18 height accuracy estimate available here.
 DQ4942
 DQ4942.Click photographs - Photos may exist for this station.
 DQ4942
 DQ4942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4942
 DQ4942.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4942
 DQ4942.The ellipsoidal height was determined by GPS observations
 DQ4942.and is referenced to NAD 83.
 DQ4942
 DQ4942. The following values were computed from the NAD 83(2011) position.
 DQ4942
 DQ4942;                    North         East     Units Scale Factor Converg.
 DQ4942;SPC WI N     -    55,720.024   676,193.143   MT  0.99998379   +0 42 19.1
 DQ4942;SPC WI N     -   182,808.11  2,218,477.00   sFT  0.99998379   +0 42 19.1
 DQ4942;UTM  16      - 5,058,681.160   342,466.622   MT  0.99990511   -1 26 48.2
 DQ4942
 DQ4942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4942!SPC WI N     -   0.99992597  x   0.99998379  =   0.99990976
 DQ4942!UTM  16      -   0.99992597  x   0.99990511  =   0.99983109
 DQ4942
 DQ4942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4246658681(NAD 83)
 DQ4942
 DQ4942                          SUPERSEDED SURVEY CONTROL
 DQ4942
 DQ4942.No superseded survey control is available for this station.
 DQ4942
 DQ4942_MARKER: DD = SURVEY DISK
 DQ4942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4942_STAMPING: ATKINS GPS 2012
 DQ4942_MARK LOGO: WIDT
 DQ4942_PROJECTION: PROJECTING 3 CENTIMETERS
 DQ4942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4942+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4942
 DQ4942  HISTORY     - Date     Condition        Report By
 DQ4942  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4942  HISTORY     - 20150201 GOOD             WIDT
 DQ4942
 DQ4942                          STATION DESCRIPTION
 DQ4942
 DQ4942'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4942'THE STATION IS APPROXIMATELY 8.9 MI (14.3 KM) NORTHEAST OF MONICO, 8.5
 DQ4942'MI (13.7 KM) NORTHWEST OF CRANDON, AND 7.0 MI (11.3 KM) WEST OF
 DQ4942'ARGONNE.
 DQ4942'
 DQ4942'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DQ4942'HIGHWAY S ABOUT 3.5 MI (5.6 KM) NORTHWEST OF THE COMMUNITY OF ARGONNE,
 DQ4942'GO WEST THEN NORTH ON STATE HIGHWAY 32 FOR 2.4 MI (3.9 KM) TO PINE
 DQ4942'LAKE ROAD LEFT.  TURN LEFT AND GO WEST ON PINE LAKE ROAD FOR 0.9 MI
 DQ4942'(1.4 KM) TO ATKINS ROAD ON THE LEFT, HERMANS LANE ON THE RIGHT, AND
 DQ4942'YELLOW BIRCH ROAD STRAIGHT AHEAD.  TURN LEFT AND GO SOUTH ON ATKINS
 DQ4942'ROAD FOR 3.0 MI (4.8 KM) TO AN AT GRADE RAILROAD CROSSING.  CONTINUE
 DQ4942'SOUTH 0.1 MI (0.2 KM) TO AN OPEN AREA IN WHICH BOTH SIDES OF THE ROAD
 DQ4942'HAVE BEEN LINED WITH LARGE STONES, AND THE STATION ON THE LEFT.
 DQ4942'
 DQ4942'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATIONS
 DQ4942'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4942'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ4942'STATION IS 5.1 M (16.7 FT) EAST OF THE CENTERLINE OF ATKINS ROAD,
 DQ4942'ABOUT 150 M (492.1 FT) SOUTH OF THE WISCONSIN CENTRAL RAILROAD TRACKS,
 DQ4942'27.6 M (90.6 FT) NORTH OF A FIELD ENTRANCE EAST, 7.3 M (24.0 FT) NORTH
 DQ4942'OF A FIELD ENTRANCE WEST, 6.0 M (19.7 FT) WEST OF A ROW OF LARGE
 DQ4942'STONES, AND LOCATED BETWEEN TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4942'
 DQ4942'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ4942'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7144 ***********************************************************************
 DN7144  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7144  DESIGNATION -  ATLANTA E GPS
 DN7144  PID         -  DN7144
 DN7144  STATE/COUNTY-  WI/RUSK
 DN7144  COUNTRY     -  US
 DN7144  USGS QUAD   -  BRUCE (2018)
 DN7144
 DN7144                         *CURRENT SURVEY CONTROL
 DN7144  ______________________________________________________________________
 DN7144* NAD 83(2011) POSITION- 45 29 35.79415(N) 091 19 04.77146(W)   ADJUSTED
 DN7144* NAD 83(2011) ELLIP HT-   328.145 (meters)        (04/15/13)   ADJUSTED
 DN7144* NAD 83(2011) EPOCH   -  2010.00
 DN7144* NAVD 88 ORTHO HEIGHT -   358.40  (meters)     1175.9   (feet) GPS OBS
 DN7144  ______________________________________________________________________
 DN7144  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7144  GEOID HEIGHT    -        -30.256 (meters)                     GEOID12A
 DN7144  GEOID HEIGHT    -        -30.254 (meters)                     GEOID18
 DN7144  NAD 83(2011) X  -   -103,020.174 (meters)                     COMP
 DN7144  NAD 83(2011) Y  - -4,477,705.238 (meters)                     COMP
 DN7144  NAD 83(2011) Z  -  4,526,179.409 (meters)                     COMP
 DN7144  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 DN7144
 DN7144  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7144  Standards:
 DN7144         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7144            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7144  -------------------------------------------------------------------
 DN7144  NETWORK    0.85   1.55           0.37   0.32   0.79      0.03789041
 DN7144  -------------------------------------------------------------------
 DN7144  Click here for local accuracies and other accuracy information.
 DN7144
 DN7144.The horizontal coordinates were established by GPS observations
 DN7144.and adjusted by the National Geodetic Survey in April 2013.
 DN7144
 DN7144.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7144.been affixed to the stable North American tectonic plate. See 
 DN7144.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7144
 DN7144.The horizontal coordinates are valid at the epoch date displayed above
 DN7144.which is a decimal equivalence of Year/Month/Day.
 DN7144
 DN7144.The orthometric height was determined by GPS observations and a
 DN7144.high-resolution geoid model using precise GPS observation and
 DN7144.processing techniques.
 DN7144
 DN7144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7144.GEOID18 height accuracy estimate available here.
 DN7144
 DN7144.Click photographs - Photos may exist for this station.
 DN7144
 DN7144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7144
 DN7144.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7144
 DN7144.The ellipsoidal height was determined by GPS observations
 DN7144.and is referenced to NAD 83.
 DN7144
 DN7144. The following values were computed from the NAD 83(2011) position.
 DN7144
 DN7144;                    North         East     Units Scale Factor Converg.
 DN7144;SPC WI C     -   185,294.262   496,980.686   MT  0.99999873   -0 55 47.8
 DN7144;SPC WI C     -   607,919.59  1,630,510.80   sFT  0.99999873   -0 55 47.8
 DN7144;UTM  15      - 5,039,125.473   631,425.241   MT  0.99981236   +1 11 59.0
 DN7144
 DN7144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7144!SPC WI C     -   0.99994856  x   0.99999873  =   0.99994729
 DN7144!UTM  15      -   0.99994856  x   0.99981236  =   0.99976093
 DN7144
 DN7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3142539125(NAD 83)
 DN7144
 DN7144                          SUPERSEDED SURVEY CONTROL
 DN7144
 DN7144  NAD 83(2007)-  45 29 35.79414(N)    091 19 04.77206(W) AD(2002.00) 1
 DN7144  ELLIP H (04/06/12)  328.177  (m)                       GP(2002.00) 1 1
 DN7144
 DN7144.Superseded values are not recommended for survey control.
 DN7144
 DN7144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7144.See file dsdata.pdf to determine how the superseded data were derived.
 DN7144
 DN7144_MARKER: DD = SURVEY DISK
 DN7144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7144_STAMPING: ATLANTA E GPS 2006
 DN7144_MARK LOGO: WIDT
 DN7144_PROJECTION: FLUSH
 DN7144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7144+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DN7144
 DN7144  HISTORY     - Date     Condition        Report By
 DN7144  HISTORY     - 2005     MONUMENTED       WIDT
 DN7144  HISTORY     - 20100607 GOOD             WIDT
 DN7144
 DN7144                          STATION DESCRIPTION
 DN7144
 DN7144'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7144'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DN7144'HIGHWAY 40 NORTH ON THE WEST SIDE OF THE VILLAGE OF BRUCE, GO NORTH ON
 DN7144'STATE HIGHWAY 40 FOR 0.7 MI (1.1 KM) TO COUNTY HIGHWAY O LEFT.  TURN
 DN7144'LEFT AND GO WEST AND NORTH AND WEST ON COUNTY HIGHWAY O FOR 2.4 MI
 DN7144'(3.9 KM) TO DEARHAMER ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 DN7144'DEARHAMER ROAD FOR 0.97 MI (1.6 KM) TO THE STATION ON THE RIGHT.
 DN7144'
 DN7144'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7144'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7144'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7144'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7144'THE STATION IS 9.4 M (30.8 FT) EAST OF THE CENTERLINE OF DEARHAMER
 DN7144'ROAD, 38.4 M (126.0 FT) SOUTH OF THE CENTERLINE OF BERNARD ROAD, 26.9
 DN7144'M (88.3 FT) SOUTH OF A YELLOW CAUTION BURIED CABLE SIGN POST AND IS 1
 DN7144'M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DN7144'STATION.
 DN7144'
 DN7144'-CAUTION-STATION IS 0.9 M (3.0 FT) WEST OF AN ELECTRIFIED FENCE.
 DN7144'
 DN7144'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7144'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7143 ***********************************************************************
 DN7143  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7143  DESIGNATION -  ATLANTA GPS
 DN7143  PID         -  DN7143
 DN7143  STATE/COUNTY-  WI/RUSK
 DN7143  COUNTRY     -  US
 DN7143  USGS QUAD   -  BUCKS LAKE (2018)
 DN7143
 DN7143                         *CURRENT SURVEY CONTROL
 DN7143  ______________________________________________________________________
 DN7143* NAD 83(2011) POSITION- 45 32 10.19011(N) 091 24 22.03258(W)   ADJUSTED
 DN7143* NAD 83(2011) ELLIP HT-   384.631 (meters)        (04/15/13)   ADJUSTED
 DN7143* NAD 83(2011) EPOCH   -  2010.00
 DN7143* NAVD 88 ORTHO HEIGHT -   414.73  (meters)     1360.7   (feet) GPS OBS
 DN7143  ______________________________________________________________________
 DN7143  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7143  GEOID HEIGHT    -        -30.097 (meters)                     GEOID12A
 DN7143  GEOID HEIGHT    -        -30.100 (meters)                     GEOID18
 DN7143  NAD 83(2011) X  -   -109,824.839 (meters)                     COMP
 DN7143  NAD 83(2011) Y  - -4,474,181.231 (meters)                     COMP
 DN7143  NAD 83(2011) Z  -  4,529,559.993 (meters)                     COMP
 DN7143  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 DN7143
 DN7143  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7143  Standards:
 DN7143         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7143            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7143  -------------------------------------------------------------------
 DN7143  NETWORK    0.80   1.35           0.37   0.27   0.69      0.08490336
 DN7143  -------------------------------------------------------------------
 DN7143  Click here for local accuracies and other accuracy information.
 DN7143
 DN7143.The horizontal coordinates were established by GPS observations
 DN7143.and adjusted by the National Geodetic Survey in April 2013.
 DN7143
 DN7143.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7143.been affixed to the stable North American tectonic plate. See 
 DN7143.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7143
 DN7143.The horizontal coordinates are valid at the epoch date displayed above
 DN7143.which is a decimal equivalence of Year/Month/Day.
 DN7143
 DN7143.The orthometric height was determined by GPS observations and a
 DN7143.high-resolution geoid model using precise GPS observation and
 DN7143.processing techniques.
 DN7143
 DN7143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7143.GEOID18 height accuracy estimate available here.
 DN7143
 DN7143.Click photographs - Photos may exist for this station.
 DN7143
 DN7143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7143
 DN7143.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7143
 DN7143.The ellipsoidal height was determined by GPS observations
 DN7143.and is referenced to NAD 83.
 DN7143
 DN7143. The following values were computed from the NAD 83(2011) position.
 DN7143
 DN7143;                    North         East     Units Scale Factor Converg.
 DN7143;SPC WI C     -   190,175.727   490,175.458   MT  1.00000709   -0 59 31.7
 DN7143;SPC WI C     -   623,934.86  1,608,183.98   sFT  1.00000709   -0 59 31.7
 DN7143;UTM  15      - 5,043,749.734   624,444.714   MT  0.99979040   +1 08 15.7
 DN7143
 DN7143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7143!SPC WI C     -   0.99993970  x   1.00000709  =   0.99994679
 DN7143!UTM  15      -   0.99993970  x   0.99979040  =   0.99973012
 DN7143
 DN7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2444443749(NAD 83)
 DN7143
 DN7143                          SUPERSEDED SURVEY CONTROL
 DN7143
 DN7143  NAD 83(2007)-  45 32 10.19008(N)    091 24 22.03316(W) AD(2002.00) 1
 DN7143  ELLIP H (04/06/12)  384.663  (m)                       GP(2002.00) 1 1
 DN7143
 DN7143.Superseded values are not recommended for survey control.
 DN7143
 DN7143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7143.See file dsdata.pdf to determine how the superseded data were derived.
 DN7143
 DN7143_MARKER: DD = SURVEY DISK
 DN7143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7143_STAMPING: ATLANTA GPS 2006
 DN7143_MARK LOGO: WIDT
 DN7143_PROJECTION: FLUSH
 DN7143_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7143+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2010
 DN7143
 DN7143  HISTORY     - Date     Condition        Report By
 DN7143  HISTORY     - 2005     MONUMENTED       WIDT
 DN7143  HISTORY     - 20100604 GOOD             WIDT
 DN7143
 DN7143                          STATION DESCRIPTION
 DN7143
 DN7143'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7143'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DN7143'HIGHWAY O APPROXIMATELY 5.5 MI (8.8 KM) NORTH OF THE VILLAGE OF
 DN7143'WEYERHAEUSER, GO EAST ON COUNTY HIGHWAY O FOR 3.6 MI (5.8 KM) TO FIRE
 DN7143'LANE ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON FIRE LANE ROAD FOR 2.3
 DN7143'MI (3.7 KM) TO THE RUSK COUNTY TRAIL ASSOCIATION NON MOTORIZED TRAIL
 DN7143'ENTRANCE RIGHT.  TURN RIGHT AND GO NORTH ON THE TRAIL APPROXIMATELY 30
 DN7143'M (98.4 FT) TO A FIELD ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE
 DN7143'FIELD ROAD FOR APPROXIMATELY 35 M (114.8 FT) TO A CLEARING IN THE
 DN7143'WOODS AND THE STATION ON THE LEFT.
 DN7143'
 DN7143'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7143'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7143'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP FLUSH WITH THE
 DN7143'GROUND.  THE STATION IS APPROXIMATELY 70 M (229.7 FT) NORTHEAST OF
 DN7143'FIRE LANE ROAD, 38.5 M (126.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 DN7143'FIELD ROAD AT THE EDGE OF THE CLEARING, 36.5 M (119.8 FT) NORTH OF THE
 DN7143'SOUTH EDGE OF THE CLEARING, 16.0 M (52.5 FT) SOUTHEAST OF THE
 DN7143'NORTHWEST EDGE OF THE CLEARING, 14.5 M (47.6 FT) SOUTHWEST OF THE
 DN7143'NORTHEAST EDGE OF THE CLEARING AND IS 1 M (3.3 FT) FROM THREE ORANGE
 DN7143'4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7143'
 DN7143'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7143'20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1134 ***********************************************************************
 OM1134  DESIGNATION -  ATT MICRO TWR 4 MI N MERRIMAC
 OM1134  PID         -  OM1134
 OM1134  STATE/COUNTY-  WI/SAUK
 OM1134  COUNTRY     -  US
 OM1134  USGS QUAD   -  BARABOO (2018)
 OM1134
 OM1134                         *CURRENT SURVEY CONTROL
 OM1134  ______________________________________________________________________
 OM1134* NAD 83(1991) POSITION- 43 25 50.02298(N) 089 38 53.58326(W)   ADJUSTED
 OM1134  ______________________________________________________________________
 OM1134  GEOID HEIGHT    -        -35.126 (meters)                     GEOID18
 OM1134  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 OM1134  HORZ ORDER      -  THIRD
 OM1134
 OM1134.The horizontal coordinates were established by classical geodetic methods
 OM1134.and adjusted by the National Geodetic Survey in November 1991.
 OM1134
 OM1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1134.GEOID18 height accuracy estimate available here.
 OM1134
 OM1134.Click photographs - Photos may exist for this station.
 OM1134
 OM1134.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1134
 OM1134. The following values were computed from the NAD 83(1991) position.
 OM1134
 OM1134;                    North         East     Units Scale Factor Converg.
 OM1134;SPC WI S     -   158,981.845   628,481.576   MT  0.99993268   +0 14 30.2
 OM1134;SPC WI S     -   521,592.94  2,061,943.30   sFT  0.99993268   +0 14 30.2
 OM1134;UTM  16      - 4,812,036.418   285,657.138   MT  1.00016517   -1 49 16.6
 OM1134
 OM1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8565712036(NAD 83)
 OM1134
 OM1134                          SUPERSEDED SURVEY CONTROL
 OM1134
 OM1134  NAD 83(1986)-  43 25 50.01587(N)    089 38 53.58890(W) AD(       ) 3
 OM1134  NAD 27      -  43 25 50.07800(N)    089 38 53.13000(W) AD(       ) 3
 OM1134
 OM1134.Superseded values are not recommended for survey control.
 OM1134
 OM1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1134.See file dsdata.pdf to determine how the superseded data were derived.
 OM1134
 OM1134_MARKER: 45 = MICROWAVE TOWER
 OM1134
 OM1134  HISTORY     - Date     Condition        Report By
 OM1134  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1134  HISTORY     - 19930116 GOOD             USPSQD
 OM1134
 OM1134                          STATION DESCRIPTION
 OM1134
 OM1134'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1388 ***********************************************************************
 NH1388  DESIGNATION -  ATTICA
 NH1388  PID         -  NH1388
 NH1388  STATE/COUNTY-  WI/GREEN
 NH1388  COUNTRY     -  US
 NH1388  USGS QUAD   -  ATTICA (2018)
 NH1388
 NH1388                         *CURRENT SURVEY CONTROL
 NH1388  ______________________________________________________________________
 NH1388* NAD 83(1991) POSITION- 42 45 53.05491(N) 089 29 13.39512(W)   ADJUSTED
 NH1388* NAVD 88 ORTHO HEIGHT -   300.    (meters)      984.    (feet) SCALED
 NH1388  ______________________________________________________________________
 NH1388  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 NH1388  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 NH1388  HORZ ORDER      -  SECOND
 NH1388
 NH1388.The horizontal coordinates were established by classical geodetic methods
 NH1388.and adjusted by the National Geodetic Survey in November 1991.
 NH1388
 NH1388.The orthometric height was scaled from a topographic map.
 NH1388
 NH1388.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1388.GEOID18 height accuracy estimate available here.
 NH1388
 NH1388.Click photographs - Photos may exist for this station.
 NH1388
 NH1388.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1388
 NH1388. The following values were computed from the NAD 83(1991) position.
 NH1388
 NH1388;                    North         East     Units Scale Factor Converg.
 NH1388;SPC WI S     -    85,084.915   641,984.795   MT  0.99999382   +0 21 08.8
 NH1388;SPC WI S     -   279,149.43  2,106,245.11   sFT  0.99999382   +0 21 08.8
 NH1388;UTM  16      - 4,737,689.593   296,507.533   MT  1.00010947   -1 41 21.3
 NH1388
 NH1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1388!SPC WI S     -   0.99995828  x   0.99999382  =   0.99995210
 NH1388!UTM  16      -   0.99995828  x   1.00010947  =   1.00006775
 NH1388
 NH1388:                Primary Azimuth Mark                     Grid Az
 NH1388:SPC WI S     -  ATTICA AZ MK                             253 13 51.8
 NH1388:UTM  16      -  ATTICA AZ MK                             255 16 21.9
 NH1388
 NH1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9650737689(NAD 83)
 NH1388
 NH1388|---------------------------------------------------------------------|
 NH1388| PID    Reference Object                     Distance      Geod. Az  |
 NH1388|                                                           dddmmss.s |
 NH1388| CI8940 ATTICA RM 1                          27.294 METERS 00803     |
 NH1388| CJ7903 VICTORY PP 1                          3.962 METERS 13450     |
 NH1388| CI8939 ATTICA AZ MK                                       2533500.6 |
 NH1388| CI8941 ATTICA RM 2                          24.098 METERS 26324     |
 NH1388|---------------------------------------------------------------------|
 NH1388
 NH1388                          SUPERSEDED SURVEY CONTROL
 NH1388
 NH1388  NAD 83(1986)-  42 45 53.04833(N)    089 29 13.39524(W) AD(       ) 2
 NH1388  NAD 27      -  42 45 53.02980(N)    089 29 12.96420(W) AD(       ) 2
 NH1388
 NH1388.Superseded values are not recommended for survey control.
 NH1388
 NH1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1388.See file dsdata.pdf to determine how the superseded data were derived.
 NH1388
 NH1388_MARKER: DS = TRIANGULATION STATION DISK
 NH1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1388_STAMPING: ATTICA 1957
 NH1388_MARK LOGO: CGS
 NH1388_PROJECTION: FLUSH
 NH1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1388+STABILITY: SURFACE MOTION
 NH1388
 NH1388  HISTORY     - Date     Condition        Report By
 NH1388  HISTORY     - 1957     MONUMENTED       CGS
 NH1388  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1388
 NH1388                          STATION DESCRIPTION
 NH1388
 NH1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1388'THE STATION IS ABOUT 3/4 MILE SOUTHWEST OF ATTICA, 7 MILES
 NH1388'SOUTH-SOUTHWEST OF BELLEVILLE, IN THE SOUTHEAST CORNER OF A
 NH1388'CULTIVATED FIELD, ON THE HIGHEST POINT IN THE IMMEDIATE
 NH1388'VICINITY.  IT IS 13 FEET NORTHWEST OF FENCE CORNER, 10 FEET
 NH1388'NORTH OF A WIRE FENCE, 10 FEET WEST OF A WHITE WITNESS POST
 NH1388'SET IN A FENCE LINE AND 21 FEET WEST OF THE CENTERLINE OF A
 NH1388'FARM LANE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1388'ATTICA 1957.
 NH1388'
 NH1388'TO REACH THE STATION FROM THE EAST END OF THE STEEL BRIDGE
 NH1388'ACROSS THE BIG SUGAR RIVER 0.15 MILE EAST OF THE VILLAGE OF
 NH1388'ATTICA, GO WEST ON COUNTY HIGHWAY C FOR 0.15 MILE TO THE
 NH1388'JUNCTION OF COUNTY HIGHWAYS C AND X IN ATTICA.  TURN LEFT
 NH1388'AND GO SOUTH ON HIGHWAYS C AND X FOR 0.2 MILE TO A FORK.
 NH1388'TAKE THE RIGHT FORK AND GO WEST ON HIGHWAY C FOR 0.3 MILE
 NH1388'TO A FIELD ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE FIELD
 NH1388'ROAD FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 NH1388'
 NH1388'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 NH1388'FIELD ROAD FOR 0.1 MILE TO HIGHWAY C.  TURN LEFT AND GO WEST
 NH1388'AND SOUTHWEST ON HIGHWAY C FOR 0.55 MILE TO THE MARK ON THE
 NH1388'LEFT.
 NH1388'
 NH1388'REFERENCE MARK 1 IS 1 FOOT WEST OF A WIRE FENCE, 10 FEET WEST
 NH1388'OF THE CENTERLINE OF A FARM LANE AND 29 FEET SOUTH OF A STEEL
 NH1388'GATE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ATTICA
 NH1388'NO 1 1957.
 NH1388'
 NH1388'REFERENCE MARK 2 IS SET IN AN EAST-WEST FENCE LINE, 100 FEET
 NH1388'WEST OF A WHITE WITNESS POST SET IN A NORTH-SOUTH FENCE LINE.
 NH1388'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ATTICA NO 2
 NH1388'1957.
 NH1388'
 NH1388'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTERLINE OF HIGHWAY
 NH1388'C, 1 FOOT WEST OF A WIRE FENCE, 155 FEET NORTH OF THE CENTERLINE
 NH1388'OF A GRAVELED FARM ROAD AND 6 FEET SOUTH OF A TELEPHONE POLE AND
 NH1388'WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 NH1388'DISK IS STAMPED ATTICA 1957.
 NH1388'
 NH1388'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1388
 NH1388                          STATION RECOVERY (2001)
 NH1388
 NH1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1388'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA4614 ***********************************************************************
 AA4614  SACS        -  This is a Secondary Airport Control Station.
 AA4614  DESIGNATION -  ATW AP STA B
 AA4614  PID         -  AA4614
 AA4614  STATE/COUNTY-  WI/OUTAGAMIE
 AA4614  COUNTRY     -  US
 AA4614  USGS QUAD   -  GREENVILLE (2018)
 AA4614
 AA4614                         *CURRENT SURVEY CONTROL
 AA4614  ______________________________________________________________________
 AA4614* NAD 83(2011) POSITION- 44 15 38.98620(N) 088 31 47.89113(W)   NO CHECK
 AA4614* NAD 83(2011) ELLIP HT-   242.478 (meters)        (06/27/12)   NO CHECK
 AA4614* NAD 83(2011) EPOCH   -  2010.00
 AA4614* NAVD 88 ORTHO HEIGHT -   278.76  (+/-2cm)      914.6   (feet) VERTCON3
 AA4614  ______________________________________________________________________
 AA4614  GEOID HEIGHT    -        -36.378 (meters)                     GEOID18
 AA4614  NAD 83(2011) X  -    117,379.351 (meters)                     COMP
 AA4614  NAD 83(2011) Y  - -4,573,964.152 (meters)                     COMP
 AA4614  NAD 83(2011) Z  -  4,429,062.863 (meters)                     COMP
 AA4614  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 AA4614  VERT ORDER      -  THIRD ? (See Below)
 AA4614
 AA4614  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4614  Standards:
 AA4614         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4614            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4614  -------------------------------------------------------------------
 AA4614  NETWORK   11.65   7.29           1.67   5.88   3.72      0.19582463
 AA4614  -------------------------------------------------------------------
 AA4614  Click here for local accuracies and other accuracy information.
 AA4614
 AA4614.This mark is at Outagamie County Airport (ATW)
 AA4614
 AA4614.The horizontal coordinates were established by GPS observations
 AA4614.and adjusted by the National Geodetic Survey in June 2012.
 AA4614
 AA4614.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA4614.been affixed to the stable North American tectonic plate. See 
 AA4614.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA4614
 AA4614.The horizontal coordinates are valid at the epoch date displayed above
 AA4614.which is a decimal equivalence of Year/Month/Day.
 AA4614
 AA4614.No horizontal observational check was made to the station.
 AA4614
 AA4614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4614
 AA4614.GPS derived orthometric heights for airport stations designated as
 AA4614.PACS or SACS are published to 2 decimal places.  This maintains
 AA4614.centimeter relative accuracy between the PACS and SACS.  It does
 AA4614.not indicate centimeter accuracy relative to other marks which are
 AA4614.part of the published vertical control network.
 AA4614
 AA4614.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4614.GEOID18 height accuracy estimate available here.
 AA4614
 AA4614.The vertical order pertains to the NGVD 29 superseded value.
 AA4614
 AA4614.Click photographs - Photos may exist for this station.
 AA4614
 AA4614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4614
 AA4614.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA4614
 AA4614.The ellipsoidal height was determined by GPS observations
 AA4614.and is referenced to NAD 83.
 AA4614
 AA4614. The following values were computed from the NAD 83(2011) position.
 AA4614
 AA4614;                    North         East     Units Scale Factor Converg.
 AA4614;SPC WI C     -    48,565.172   717,381.124   MT  0.99999797   +1 02 14.0
 AA4614;SPC WI C     -   159,334.24  2,353,607.90   sFT  0.99999797   +1 02 14.0
 AA4614;UTM  16      - 4,901,981.412   377,874.287   MT  0.99978343   -1 04 04.6
 AA4614
 AA4614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4614!SPC WI C     -   0.99996198  x   0.99999797  =   0.99995995
 AA4614!UTM  16      -   0.99996198  x   0.99978343  =   0.99974542
 AA4614
 AA4614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7787401981(NAD 83)
 AA4614
 AA4614                          SUPERSEDED SURVEY CONTROL
 AA4614
 AA4614  NAD 83(2007)-  44 15 38.98626(N)    088 31 47.89190(W) AD(2002.00) 0
 AA4614  ELLIP H (02/10/07)  242.516  (m)                       GP(2002.00)    
 AA4614  NAD 83(1997)-  44 15 38.98623(N)    088 31 47.89212(W) AD(       ) 1
 AA4614  ELLIP H (05/03/99)  242.500  (m)                       GP(       ) 4 1
 AA4614  NAD 83(1991)-  44 15 38.98537(N)    088 31 47.89085(W) AD(       ) 1
 AA4614  ELLIP H (09/30/94)  242.608  (m)                       GP(       ) 4 2
 AA4614  NGVD 29             278.79   (m)          914.7    (f) LEVELING    3  
 AA4614
 AA4614.Superseded values are not recommended for survey control.
 AA4614
 AA4614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4614.See file dsdata.pdf to determine how the superseded data were derived.
 AA4614
 AA4614_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4614_STAMPING: ATW 1965 STA B
 AA4614_MARK LOGO: CGS
 AA4614_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4614+STABILITY: SURFACE MOTION
 AA4614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4614+SATELLITE: SATELLITE OBSERVATIONS - 1965
 AA4614
 AA4614  HISTORY     - Date     Condition        Report By
 AA4614  HISTORY     - 1965     MONUMENTED       CGS
 AA4614
 AA4614                          STATION DESCRIPTION
 AA4614
 AA4614'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (VES)
 AA4614'THE STATION IS LOCATED NEAR RUNWAY END 11 AT OUTAGAMIE AIRPORT IN
 AA4614'APPLETON, WI THE STATION IS SOUTH OF AND ON LINE PERPENDICULAR TO
 AA4614'RUNWAY END 11, 74.7 FT (22.8 M) WEST OF THE FIRST RUNWAY LIGHT, 65 FT
 AA4614'(19.8 M) SOUTH SOUTHWEST OF THE CORNER OF THE RUNWAY, 54.6 FT (16.6 M)
 AA4614'SOUTH OF THE SOUTHERN MOST THRESHOLD LIGHT, 31.3 FT (9.5 M) EAST OF A
 AA4614'REIL. THE STATION IS A COPPERWWELD SET IN A CONCRETE MONUMENT SET
 AA4614'FLUSH WITH THE GROUND FOR ACCESS TO THE AIRPORT AND THE STATION
 AA4614'CONTACT MR. ARTHUR E. BORCHARDT, AIRPORT MANAGER, OUTAGAMIE COUNTY
 AA4614'AIRPORT, W 6390 CHALLENGER DRIVE, SUITE 201, APPLETON, WI 54915, PHONE
 AA4614'(414)832-5268. STATION WAS RECOVERED AND DESCRIBED BY RALPH A.
 AA4614'HARRELL, CHIEF OF NOS PARTY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA4613 ***********************************************************************
 AA4613  PACS        -  This is a Primary Airport Control Station.
 AA4613  DESIGNATION -  ATW ARP RESET
 AA4613  PID         -  AA4613
 AA4613  STATE/COUNTY-  WI/OUTAGAMIE
 AA4613  COUNTRY     -  US
 AA4613  USGS QUAD   -  GREENVILLE (2018)
 AA4613
 AA4613                         *CURRENT SURVEY CONTROL
 AA4613  ______________________________________________________________________
 AA4613* NAD 83(2011) POSITION- 44 15 30.24895(N) 088 31 14.04718(W)   ADJUSTED
 AA4613* NAD 83(2011) ELLIP HT-   232.377 (meters)        (06/27/12)   ADJUSTED
 AA4613* NAD 83(2011) EPOCH   -  2010.00
 AA4613* NAVD 88 ORTHO HEIGHT -   268.69  (+/-2cm)      881.5   (feet) VERTCON3
 AA4613  ______________________________________________________________________
 AA4613  GEOID HEIGHT    -        -36.374 (meters)                     GEOID18
 AA4613  NAD 83(2011) X  -    118,134.518 (meters)                     COMP
 AA4613  NAD 83(2011) Y  - -4,574,125.758 (meters)                     COMP
 AA4613  NAD 83(2011) Z  -  4,428,862.663 (meters)                     COMP
 AA4613  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 AA4613  VERT ORDER      -  THIRD ? (See Below)
 AA4613
 AA4613  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4613  Standards:
 AA4613         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4613            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4613  -------------------------------------------------------------------
 AA4613  NETWORK    1.91   4.25           0.64   0.88   2.17     -0.06103923
 AA4613  -------------------------------------------------------------------
 AA4613  Click here for local accuracies and other accuracy information.
 AA4613
 AA4613.This mark is at Outagamie County Airport (ATW)
 AA4613
 AA4613.The horizontal coordinates were established by GPS observations
 AA4613.and adjusted by the National Geodetic Survey in June 2012.
 AA4613
 AA4613.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA4613.been affixed to the stable North American tectonic plate. See 
 AA4613.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA4613
 AA4613.The horizontal coordinates are valid at the epoch date displayed above
 AA4613.which is a decimal equivalence of Year/Month/Day.
 AA4613
 AA4613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4613
 AA4613.GPS derived orthometric heights for airport stations designated as
 AA4613.PACS or SACS are published to 2 decimal places.  This maintains
 AA4613.centimeter relative accuracy between the PACS and SACS.  It does
 AA4613.not indicate centimeter accuracy relative to other marks which are
 AA4613.part of the published vertical control network.
 AA4613
 AA4613.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4613.GEOID18 height accuracy estimate available here.
 AA4613
 AA4613.The vertical order pertains to the NGVD 29 superseded value.
 AA4613
 AA4613.Click photographs - Photos may exist for this station.
 AA4613
 AA4613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4613
 AA4613.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA4613
 AA4613.The ellipsoidal height was determined by GPS observations
 AA4613.and is referenced to NAD 83.
 AA4613
 AA4613. The following values were computed from the NAD 83(2011) position.
 AA4613
 AA4613;                    North         East     Units Scale Factor Converg.
 AA4613;SPC WI C     -    48,309.167   718,136.627   MT  0.99999842   +1 02 37.9
 AA4613;SPC WI C     -   158,494.33  2,356,086.58   sFT  0.99999842   +1 02 37.9
 AA4613;UTM  16      - 4,901,697.888   378,619.715   MT  0.99978119   -1 03 40.8
 AA4613
 AA4613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4613!SPC WI C     -   0.99996356  x   0.99999842  =   0.99996198
 AA4613!UTM  16      -   0.99996356  x   0.99978119  =   0.99974476
 AA4613
 AA4613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7861901697(NAD 83)
 AA4613
 AA4613                          SUPERSEDED SURVEY CONTROL
 AA4613
 AA4613  NAD 83(2007)-  44 15 30.24901(N)    088 31 14.04796(W) AD(2002.00) 0
 AA4613  ELLIP H (02/10/07)  232.415  (m)                       GP(2002.00)    
 AA4613  NAD 83(1997)-  44 15 30.24897(N)    088 31 14.04819(W) AD(       ) B
 AA4613  ELLIP H (05/03/99)  232.399  (m)                       GP(       ) 4 1
 AA4613  NAD 83(1991)-  44 15 30.24811(N)    088 31 14.04693(W) AD(       ) B
 AA4613  ELLIP H (09/30/94)  232.507  (m)                       GP(       ) 4 2
 AA4613  NGVD 29             268.72   (m)          881.6    (f) LEVELING    3  
 AA4613
 AA4613.Superseded values are not recommended for survey control.
 AA4613
 AA4613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4613.See file dsdata.pdf to determine how the superseded data were derived.
 AA4613
 AA4613_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4613_STAMPING: ARP 1965 RESET 1969 ATW
 AA4613_MARK LOGO: CGS
 AA4613_PROJECTION: FLUSH
 AA4613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4613+STABILITY: SURFACE MOTION
 AA4613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4613+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1997
 AA4613
 AA4613  HISTORY     - Date     Condition        Report By
 AA4613  HISTORY     - 1965     MONUMENTED       CGS
 AA4613  HISTORY     - 19971111 GOOD             NGS
 AA4613
 AA4613                          STATION DESCRIPTION
 AA4613
 AA4613'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (VES)
 AA4613'THE STATITON IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 AA4613'OF RUNWAYS 3-21AND 11-29 ON OUTAGAMIE COUNTY AIRPORT IN APPLETON, WI.
 AA4613'THE STATION IS 127.5 FT (38.9 M) SOUTHEAST OF THE SOUTH END OF A
 AA4613'CONCRETE WING OF A CULVERT, 127.4 FT (38.8 M) WEST OF THE WEST EDGE OF
 AA4613'RUNWAY 3-21, 74.9 FT (22.8 M) NORTH OF THE NORTH EDGE OF RUNWAY. THE
 AA4613'STATION IS A STANDARD CGS TOPOGRAPHIC DISK AND SET IN A CONCRETE
 AA4613'MONUMENT SET FLUSH WITH THE GROUND. FOR ACCESS TO THE AIRPORT AND THE
 AA4613'STATION CONTACT MR. ARTHUR E. BORCHARDT, AIRPORT MANAGER, OUTAGAMIE
 AA4613'COUNTY AIRPORT, W 6390 CHALLENGER DR., SUITE 201, APPLETON, WI 54915,
 AA4613'PHONE (414) 832-5268. STATION WAS RECOVERED AND DESCRIBED BY RALPH A.
 AA4613'HARRELL, CHIEF OF NOS PARTY.
 AA4613
 AA4613                          STATION RECOVERY (1997)
 AA4613
 AA4613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA4613'NOTE--THIS STATION WAS SELECTED AS THE PRIMARY AIRPORT CONTROL (PAC)
 AA4613'STATION FOR THE APPLETON/OUTAGAMIE COUNTY (ATW) AIRPORT BUT AT THE
 AA4613'TIME OF THE SCHEDULED OBSERVATIONS AIRPORT PERSONNEL DENIED ACCESS TO
 AA4613'NGS OBSERVERS.  THE STATION IS LOCATED 3.23 KM (2.00 MI) WEST OF
 AA4613'APPLETON ON THE PROPERTY OF THE OUTAGAMIE COUNTY AIRPORT.
 AA4613'OWNERSHIP--OUTAGAMIE COUNTY AIRPORT DEBRA GIUFFRE MANAGER, W6390
 AA4613'CHALLENGER DR SUITE 201, APPLETON WI.  54915, PHONE (414) 832-5268. TO
 AA4613'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 41 AND STATE HIGHWAY 125
 AA4613'(EXIT 137) ON THE WEST EDGE OF APPLETON GO WEST ON STATE HIGHWAY 125
 AA4613'AND THEN COUNTY ROAD CA (COLLEGE AVENUE) FOR 3.23 KM (2.00 MI) TO THE
 AA4613'AIRPORT ENTRANCE ROAD.  CONTINUE WESTERLY ALONG THE AIRPORT ENTRANCE
 AA4613'ROAD FOR 0.59 KM (0.35 MI) TO THE SOUTH SIDE OF THE TERMINAL BUILDING
 AA4613'AND THE GATE TO THE AIRPORT PROPERTY.  TURN RIGHT AND GO WEST AND PASS
 AA4613'THROUGH THE GATE, GO ACROSS THE APRON AND ALONG TAXIWAY C FOR 0.56 KM
 AA4613'(0.35 MI) TO TAXIWAY A.  TURN RIGHT AND GO NORTHWEST ALONG TAXIWAY A
 AA4613'FOR 0.19 KM (0.10 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AA4613'CGS TOPOGRAPHIC STATION DISK SET IN TOP OF A CONCRETE POST FLUSH WITH
 AA4613'THE GROUND SURFACE.  IT IS, ABOUT 50.0 M (164.0 FT) SOUTHWEST OF THE
 AA4613'SOUTHWEST EDGE OF THE TAXIWAY, 39.1 M (128.3 FT) SOUTHEAST OF THE
 AA4613'SOUTH END OF A HEADWALL, 38.2 M (125.3 FT) NORTHWEST OF THE NORTHWEST
 AA4613'EDGE OF RUNWAY 3-21, 23.2 M (76.1 FT) NORTHEAST OF THE NORTH END OF A
 AA4613'RUNWAY SIGN (21-3) , 22.7 M (74.5 FT) NORTHEAST OF THE NORTHEAST EDGE
 AA4613'OF RUNWAY 11-29, 20.7 M (67.9 FT) NORTHWEST OF A RUNWAY LIGHT, AND 0.3
 AA4613'M (1.0 FT) BELOW THE LEVEL OF THE RUNWAYS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0755 ***********************************************************************
 RM0755  DESIGNATION -  ATWOOD
 RM0755  PID         -  RM0755
 RM0755  STATE/COUNTY-  WI/BAYFIELD
 RM0755  COUNTRY     -  US
 RM0755  USGS QUAD   -  YORK ISLAND (2018)
 RM0755
 RM0755                         *CURRENT SURVEY CONTROL
 RM0755  ______________________________________________________________________
 RM0755* NAD 83(1996) POSITION- 46 52 50.65459(N) 090 46 16.55154(W)   ADJUSTED
 RM0755* NAVD 88 ORTHO HEIGHT -   186.4   (meters)      612.    (feet) VERTCON3
 RM0755  ______________________________________________________________________
 RM0755  GEOID HEIGHT    -        -31.612 (meters)                     GEOID18
 RM0755  LAPLACE CORR    -         -4.75  (seconds)                    DEFLEC18
 RM0755  HORZ ORDER      -  SECOND
 RM0755
 RM0755.The horizontal coordinates were established by classical geodetic methods
 RM0755.and adjusted by the National Geodetic Survey in March 1999.
 RM0755
 RM0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0755
 RM0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0755.GEOID18 height accuracy estimate available here.
 RM0755
 RM0755.Click photographs - Photos may exist for this station.
 RM0755
 RM0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0755
 RM0755. The following values were computed from the NAD 83(1996) position.
 RM0755
 RM0755;                    North         East     Units Scale Factor Converg.
 RM0755;SPC WI N     -   190,804.702   541,209.903   MT  1.00002286   -0 33 22.9
 RM0755;SPC WI N     -   625,998.43  1,775,619.49   sFT  1.00002286   -0 33 22.9
 RM0755;UTM  15      - 5,194,322.435   669,814.825   MT  0.99995444   +1 37 38.0
 RM0755
 RM0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0755!SPC WI N     -   0.99997573  x   1.00002286  =   0.99999859
 RM0755!UTM  15      -   0.99997573  x   0.99995444  =   0.99993017
 RM0755
 RM0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6981494322(NAD 83)
 RM0755
 RM0755                          SUPERSEDED SURVEY CONTROL
 RM0755
 RM0755  NAD 83(1991)-  46 52 50.65456(N)    090 46 16.55054(W) AD(       ) 2
 RM0755  NAD 83(1986)-  46 52 50.64642(N)    090 46 16.54337(W) AD(       ) 2
 RM0755  NAD 27      -  46 52 50.88292(N)    090 46 15.86304(W) AD(       ) 2
 RM0755  NGVD 29 (07/19/86)  186.4    (m)          612.     (f) VERT ANG       
 RM0755
 RM0755.Superseded values are not recommended for survey control.
 RM0755
 RM0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0755.See file dsdata.pdf to determine how the superseded data were derived.
 RM0755
 RM0755_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0755_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0755_STAMPING: ATWOOD 1978
 RM0755_MARK LOGO: NGS
 RM0755_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0755
 RM0755  HISTORY     - Date     Condition        Report By
 RM0755  HISTORY     - 1978     MONUMENTED       NGS
 RM0755
 RM0755                          STATION DESCRIPTION
 RM0755
 RM0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0755'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF BAYFIELD, ON THE
 RM0755'SHORE OF LAKE SUPERIOR AT RED CLIFF BAY.  IT IS ON PROPERTY OWNED
 RM0755'BY JOHN ATWOOD, RT. 1, BOX 106B, BAYFIELD, WISCONSIN 54814.
 RM0755'
 RM0755'TO REACH FROM 1/2 BLOCK NORTH OF THE POST OFFICE IN
 RM0755'BAYFIELD, GO 0.05 MILE EAST
 RM0755'TO AN INTERSECTION.  TURN LEFT AND GO NORTH ON HIGHWAY 13 FOR
 RM0755'3.3 MILES TO THE SMALL VILLAGE OF RED CLIFF AND A Y-JUNCTION.
 RM0755'BEAR RIGHT STRAIGHT AHEAD AND GO NORTH ON A PAVED ROAD FOR 1.3 MILES
 RM0755'TO A T-JUNCTION.  TURN RIGHT AND GO EAST AND NORTH ON A GRAVEL
 RM0755'ROAD FOR 1.0 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 RM0755'FOLLOW THE DRIVEWAY FOR 0.05 MILE TO A HOUSE ON THE WATERS EDGE
 RM0755'AND THE STATION.
 RM0755'
 RM0755'THE STATION IS A STANDARD NGS DISK STAMPED---ATWOOD 1978---,
 RM0755'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE THAT PROJECTS 3
 RM0755'INCHES ABOVE THE GROUND.  IT IS
 RM0755'45.5 FEET EAST FROM THE SOUTHEAST CORNER OF A HOUSE,
 RM0755'40.3 FEET NORTH FROM THE NORTHWEST CORNER OF A HOUSE,
 RM0755'11.8 FEET EAST FROM THE CENTER OF THE DRIVEWAY,
 RM0755'10.6 FEET SOUTHWEST FROM A WITNESS SIGN ON A STEEL POST, AND
 RM0755'9.0 FEET WEST FROM THE HIGH WATER LINE.
 RM0755'
 RM0755'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5969 ***********************************************************************
 AI5969  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5969  DESIGNATION -  AUBURN N GPS
 AI5969  PID         -  AI5969
 AI5969  STATE/COUNTY-  WI/FOND DU LAC
 AI5969  COUNTRY     -  US
 AI5969  USGS QUAD   -  KEWASKUM (2018)
 AI5969
 AI5969                         *CURRENT SURVEY CONTROL
 AI5969  ______________________________________________________________________
 AI5969* NAD 83(2011) POSITION- 43 37 11.31608(N) 088 11 24.82115(W)   ADJUSTED
 AI5969* NAD 83(2011) ELLIP HT-   268.623 (meters)        (11/18/25)   ADJUSTED
 AI5969* NAD 83(2011) EPOCH   -  2010.00
 AI5969* NAVD 88 ORTHO HEIGHT -   303.94  (meters)      997.2   (feet) GPS OBS
 AI5969  ______________________________________________________________________
 AI5969  GEOID HEIGHT    -        -35.309 (meters)                     GEOID18
 AI5969  NAD 83(2011) X  -    146,060.449 (meters)                     COMP
 AI5969  NAD 83(2011) Y  - -4,622,606.833 (meters)                     COMP
 AI5969  NAD 83(2011) Z  -  4,377,793.191 (meters)                     COMP
 AI5969  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 AI5969
 AI5969  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5969  Standards:
 AI5969         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5969            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5969  -------------------------------------------------------------------
 AI5969  NETWORK    0.66   0.94           0.30   0.23   0.48      0.00683080
 AI5969  -------------------------------------------------------------------
 AI5969  Click here for local accuracies and other accuracy information.
 AI5969
 AI5969.The horizontal coordinates were established by GPS observations
 AI5969.and adjusted by the WI DEPT OF TRANSP in November 2025.
 AI5969
 AI5969.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 AI5969.frame has been affixed to the stable North American tectonic plate 
 AI5969
 AI5969.The horizontal coordinates are valid at the epoch date displayed above
 AI5969.which is a decimal equivalence of Year/Month/Day.
 AI5969
 AI5969.The orthometric height was determined by GPS observations and a
 AI5969.high-resolution geoid model using precise GPS observation and
 AI5969.processing techniques.
 AI5969
 AI5969.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5969.GEOID18 height accuracy estimate available here.
 AI5969
 AI5969.Click photographs - Photos may exist for this station.
 AI5969
 AI5969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5969
 AI5969.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5969
 AI5969.The ellipsoidal height was determined by GPS observations
 AI5969.and is referenced to NAD 83.
 AI5969
 AI5969. The following values were computed from the NAD 83(2011) position.
 AI5969
 AI5969;                    North         East     Units Scale Factor Converg.
 AI5969;SPC WI S     -   181,531.461   746,058.337   MT  0.99993981   +1 14 36.6
 AI5969;SPC WI S     -   595,574.47  2,447,693.06   sFT  0.99993981   +1 14 36.6
 AI5969;UTM  16      - 4,830,335.561   403,966.943   MT  0.99971344   -0 49 16.2
 AI5969
 AI5969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5969!SPC WI S     -   0.99995788  x   0.99993981  =   0.99989769
 AI5969!UTM  16      -   0.99995788  x   0.99971344  =   0.99967133
 AI5969
 AI5969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0396630335(NAD 83)
 AI5969
 AI5969                          SUPERSEDED SURVEY CONTROL
 AI5969
 AI5969  NAD 83(2011)-  43 37 11.31678(N)    088 11 24.81829(W) AD(2010.00) 0
 AI5969  ELLIP H (06/27/12)  268.638  (m)                       GP(2010.00)    
 AI5969  NAD 83(2007)-  43 37 11.31680(N)    088 11 24.81911(W) AD(2002.00) 0
 AI5969  ELLIP H (02/10/07)  268.675  (m)                       GP(2002.00)    
 AI5969  ELLIP H (11/17/00)  268.686  (m)                       GP(       ) 3 2
 AI5969  NAD 83(1997)-  43 37 11.31670(N)    088 11 24.81939(W) AD(       ) 1
 AI5969  ELLIP H (07/06/00)  268.686  (m)                       GP(       ) 2 1
 AI5969  NAVD 88 (07/15/13)  303.95   (m)  GEOID12A model used  GPS OBS        
 AI5969  NAVD 88 (07/26/07)  303.93   (m)  GEOID03  model used  GPS OBS        
 AI5969  NAVD 88 (07/06/00)  303.90   (m)  GEOID99  model used  GPS OBS        
 AI5969
 AI5969.Superseded values are not recommended for survey control.
 AI5969
 AI5969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5969.See file dsdata.pdf to determine how the superseded data were derived.
 AI5969
 AI5969_MARKER: DD = SURVEY DISK
 AI5969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5969_STAMPING: AUBURN N GPS 1993
 AI5969_MARK LOGO: WI-039
 AI5969_PROJECTION: FLUSH
 AI5969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5969+STABILITY: SURFACE MOTION
 AI5969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5969+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2024
 AI5969
 AI5969  HISTORY     - Date     Condition        Report By
 AI5969  HISTORY     - 1993     MONUMENTED       WI-039
 AI5969  HISTORY     - 19990914 GOOD             WIDT
 AI5969  HISTORY     - 2002     GOOD             WIDT
 AI5969  HISTORY     - 20030709 GOOD             USPSQD
 AI5969  HISTORY     - 20050422 GOOD             WIDT
 AI5969  HISTORY     - 20241031 GOOD             COLEM
 AI5969
 AI5969                          STATION DESCRIPTION
 AI5969
 AI5969'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5969'THE STATION IS LOCATED ABOUT 27.4 KM (17.00 MI) SOUTHEAST OF FOND DU
 AI5969'LAC, AND 8.0 KM (4.95 MI) EAST-NORTHEAST OF CAMPBELLSPORT.
 AI5969'OWNERSHIP-FOND DU LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 AI5969'OF US HIGHWAY 45 WITH STATE HIGHWAY 67 ABOUT 4.8 KM (3.00 MI)
 AI5969'NORTHEAST OF THE VILLAGE OF CAMPBELLSPORT, GO NORTHEAST ON STATE
 AI5969'HIGHWAY 67 FOR 5.5 KM (3.40 MI) TO COUNTY HIGHWAY G ON THE RIGHT, TURN
 AI5969'RIGHT AND GO SOUTH ON COUNTY HIGHWAY G FOR 3.1 KM (1.90 MI) TO THE
 AI5969'STATION ON THE LEFT.  THE STATION IS A BRONZE FOND DU LAC COUNTY
 AI5969'GEODETIC CONTROL STATION DISK STAMPED --AUBURN N GPS 1993-- AND SET IN
 AI5969'THE TOP A 45 CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI5969'AND ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS
 AI5969'12.9 M (42.3 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY G, 417.6 M
 AI5969'(1370.1 FT) NORTH OF CENTERLINE OF COUNTY HIGHWAY SS, 71.1 M (233.3
 AI5969'FT) SOUTH-SOUTHEAST OF THE TOP CENTER OF THE EAST END OF A 0.6 M (2.0
 AI5969'FT) DIAMETER CORRUGATED METAL CULVERT PIPE, 0.7 M (2.3 FT) WEST OF THE
 AI5969'WEST WOOD POST FOR A --FIRE DANGER-- SIGN.
 AI5969
 AI5969                          STATION RECOVERY (2002)
 AI5969
 AI5969'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 AI5969'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW 0.3 M WEST OF A
 AI5969'WHITE PLASTIC WITNESS POST.
 AI5969
 AI5969                          STATION RECOVERY (2003)
 AI5969
 AI5969'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5969'RECOVERED IN GOOD CONDITION.
 AI5969
 AI5969                          STATION RECOVERY (2005)
 AI5969
 AI5969'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5969'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE REACH--  FROM THE
 AI5969'JUNCTION OF US HIGHWAY 45 AND STATE HIGHWAY 67 ABOUT 3 MILES NORTHEAST
 AI5969'OF CAMPBELLSPORT, GO 0.8 MILES NORTHEAST ON HIGHWAY 67 TO COUNTY
 AI5969'HIGHWAY SS.  TURN RIGHT AND GO 2.0 MILES SOUTHEAST THEN EAST ON COUNTY
 AI5969'HIGHWAY SS TO COUNTY HIGHWAY G.  TURN LEFT AND GO 0.2 MILES NORTH ON
 AI5969'COUNTY HIGHWAY G TO THE --FIRE DANGER-- SIGN AND STATION ON THE RIGHT.
 AI5969'
 AI5969
 AI5969                          STATION RECOVERY (2024)
 AI5969
 AI5969'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 AI5969'RECOVERED IN GOOD CONDITION.  NOTE-FIRE DANGER SIGN HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4343 ***********************************************************************
 DL4343  DESIGNATION -  AUBURN S GPS
 DL4343  PID         -  DL4343
 DL4343  STATE/COUNTY-  WI/CHIPPEWA
 DL4343  COUNTRY     -  US
 DL4343  USGS QUAD   -  NEW AUBURN (2018)
 DL4343
 DL4343                         *CURRENT SURVEY CONTROL
 DL4343  ______________________________________________________________________
 DL4343* NAD 83(2011) POSITION- 45 08 05.22636(N) 091 35 38.64597(W)   ADJUSTED
 DL4343* NAD 83(2011) ELLIP HT-   296.799 (meters)        (04/15/13)   ADJUSTED
 DL4343* NAD 83(2011) EPOCH   -  2010.00
 DL4343* NAVD 88 ORTHO HEIGHT -   327.437 (meters)     1074.27  (feet) ADJUSTED
 DL4343  ______________________________________________________________________
 DL4343  GEOID HEIGHT    -        -30.638 (meters)                     GEOID18
 DL4343  NAD 83(2011) X  -   -125,381.862 (meters)                     COMP
 DL4343  NAD 83(2011) Y  - -4,505,451.708 (meters)                     COMP
 DL4343  NAD 83(2011) Z  -  4,498,138.115 (meters)                     COMP
 DL4343  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 DL4343  DYNAMIC HEIGHT  -        327.409 (meters)     1074.17  (feet) COMP
 DL4343  MODELED GRAVITY -    980,523.0   (mgal)                       NAVD 88
 DL4343
 DL4343  VERT ORDER      -  SECOND    CLASS I
 DL4343
 DL4343  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4343  Standards:
 DL4343         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4343            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4343  -------------------------------------------------------------------
 DL4343  NETWORK    0.49   0.82           0.22   0.17   0.42     -0.08737952
 DL4343  -------------------------------------------------------------------
 DL4343  Click here for local accuracies and other accuracy information.
 DL4343
 DL4343.The horizontal coordinates were established by GPS observations
 DL4343.and adjusted by the National Geodetic Survey in April 2013.
 DL4343
 DL4343.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4343.been affixed to the stable North American tectonic plate. See 
 DL4343.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4343
 DL4343.The horizontal coordinates are valid at the epoch date displayed above
 DL4343.which is a decimal equivalence of Year/Month/Day.
 DL4343
 DL4343.The orthometric height was determined by differential leveling and
 DL4343.adjusted by the WI DEPT OF TRANSP
 DL4343.in May 2012.
 DL4343
 DL4343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4343.GEOID18 height accuracy estimate available here.
 DL4343
 DL4343.Click photographs - Photos may exist for this station.
 DL4343
 DL4343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4343
 DL4343.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4343
 DL4343.The ellipsoidal height was determined by GPS observations
 DL4343.and is referenced to NAD 83.
 DL4343
 DL4343.The dynamic height is computed by dividing the NAVD 88
 DL4343.geopotential number by the normal gravity value computed on the
 DL4343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4343.degrees latitude (g = 980.6199 gals.).
 DL4343
 DL4343.The modeled gravity was interpolated from observed gravity values.
 DL4343
 DL4343. The following values were computed from the NAD 83(2011) position.
 DL4343
 DL4343;                    North         East     Units Scale Factor Converg.
 DL4343;SPC WI C     -   145,848.046   474,621.999   MT  0.99995087   -1 07 29.1
 DL4343;SPC WI C     -   478,503.13  1,557,155.68   sFT  0.99995087   -1 07 29.1
 DL4343;UTM  15      - 4,998,884.915   610,548.782   MT  0.99975027   +0 59 47.7
 DL4343
 DL4343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4343!SPC WI C     -   0.99995347  x   0.99995087  =   0.99990434
 DL4343!UTM  15      -   0.99995347  x   0.99975027  =   0.99970375
 DL4343
 DL4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1054898884(NAD 83)
 DL4343
 DL4343                          SUPERSEDED SURVEY CONTROL
 DL4343
 DL4343  NAD 83(2007)-  45 08 05.22639(N)    091 35 38.64664(W) AD(2002.00) 1
 DL4343  ELLIP H (04/06/12)  296.828  (m)                       GP(2002.00) 1 1
 DL4343  NAVD 88             327.44   (m)         1074.3    (f) LEVELING    3  
 DL4343
 DL4343.Superseded values are not recommended for survey control.
 DL4343
 DL4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4343.See file dsdata.pdf to determine how the superseded data were derived.
 DL4343
 DL4343_MARKER: DD = SURVEY DISK
 DL4343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4343_STAMPING: AUBURN S GPS 2006
 DL4343_MARK LOGO: WIDT
 DL4343_PROJECTION: FLUSH
 DL4343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4343+STABILITY: SURFACE MOTION
 DL4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4343+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2016
 DL4343
 DL4343  HISTORY     - Date     Condition        Report By
 DL4343  HISTORY     - 2005     MONUMENTED       WIDT
 DL4343  HISTORY     - 20071016 GOOD             WIDT
 DL4343  HISTORY     - 20160906 GOOD             WIDT
 DL4343
 DL4343                          STATION DESCRIPTION
 DL4343
 DL4343'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4343'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) WEST-NORTHWEST OF
 DL4343'BLOOMER, 5.1 MI (8.2 KM) SOUTH-SOUTHWEST OF NEW AUBURN AND 5.0 MI (8.0
 DL4343'KM) EAST-SOUTHEAST OF SAND CREEK.
 DL4343'
 DL4343'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DL4343'HIGHWAY 64 (EXIT 112) ABOUT 3 MI (4.8 KM) NORTHWEST OF THE CITY OF
 DL4343'BLOOMER, GO WEST ON STATE HIGHWAY 64 FOR 2.0 MI (3.2 KM) TO COUNTY
 DL4343'HIGHWAY Q.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 1.5 MI (2.4 KM) TO
 DL4343'THE STATION ON TOP OF A CUT ON THE LEFT.
 DL4343'
 DL4343'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4343'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4343'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY 4
 DL4343'M (13.1 FT) HIGHER THAN THE HIGHWAY PAVEMENT.
 DL4343'
 DL4343'THE STATION IS 21.7 M (71.2 FT) SOUTH OF THE CENTERLINE OF STATE
 DL4343'HIGHWAY 64, 0.45 MI (0.7 KM) EAST OF COUNTY HIGHWAY DD SOUTH, 0.10 MI
 DL4343'(0.2 KM) EAST OF A PRIVATE ENTRANCE 4454, APPROXIMATELY 205 M (672.6
 DL4343'FT) EAST-SOUTHEAST OF A NO PASSING ZONE SIGN POST, 40.5 M (132.9 FT)
 DL4343'SOUTH-SOUTHEAST OF A POWER POLE, 1.9 M (6.2 FT) NORTH OF A CULTIVATED
 DL4343'FIELD AND 1.0 M (3.3 FT) SOUTH, NORTHEAST AND NORTHWEST OF AN ORANGE
 DL4343'4X4 PLASTIC WITNESS POST.
 DL4343'
 DL4343'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4343'DEGREES ABOVE THE HORIZON.
 DL4343
 DL4343                          STATION RECOVERY (2016)
 DL4343
 DL4343'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL4343'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5970 ***********************************************************************
 AI5970  DESIGNATION -  AUBURN W GPS
 AI5970  PID         -  AI5970
 AI5970  STATE/COUNTY-  WI/FOND DU LAC
 AI5970  COUNTRY     -  US
 AI5970  USGS QUAD   -  KEWASKUM (2018)
 AI5970
 AI5970                         *CURRENT SURVEY CONTROL
 AI5970  ______________________________________________________________________
 AI5970* NAD 83(2011) POSITION- 43 35 08.62216(N) 088 14 25.35114(W)   ADJUSTED
 AI5970* NAD 83(2011) ELLIP HT-   269.579 (meters)        (06/27/12)   ADJUSTED
 AI5970* NAD 83(2011) EPOCH   -  2010.00
 AI5970* NAVD 88 ORTHO HEIGHT -   304.821 (meters)     1000.07  (feet) ADJUSTED
 AI5970  ______________________________________________________________________
 AI5970  GEOID HEIGHT    -        -35.239 (meters)                     GEOID18
 AI5970  NAD 83(2011) X  -    142,094.744 (meters)                     COMP
 AI5970  NAD 83(2011) Y  - -4,625,343.933 (meters)                     COMP
 AI5970  NAD 83(2011) Z  -  4,375,051.694 (meters)                     COMP
 AI5970  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 AI5970  DYNAMIC HEIGHT  -        304.752 (meters)      999.84  (feet) COMP
 AI5970  MODELED GRAVITY -    980,386.8   (mgal)                       NAVD 88
 AI5970
 AI5970  VERT ORDER      -  SECOND    CLASS I
 AI5970
 AI5970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5970  Standards:
 AI5970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5970  -------------------------------------------------------------------
 AI5970  NETWORK    0.30   0.35           0.14   0.10   0.18      0.05339457
 AI5970  -------------------------------------------------------------------
 AI5970  Click here for local accuracies and other accuracy information.
 AI5970
 AI5970.The horizontal coordinates were established by GPS observations
 AI5970.and adjusted by the National Geodetic Survey in June 2012.
 AI5970
 AI5970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5970.been affixed to the stable North American tectonic plate. See 
 AI5970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5970
 AI5970.The horizontal coordinates are valid at the epoch date displayed above
 AI5970.which is a decimal equivalence of Year/Month/Day.
 AI5970
 AI5970.The orthometric height was determined by differential leveling and
 AI5970.adjusted by the WI DEPT OF TRANSP
 AI5970.in May 2012.
 AI5970
 AI5970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5970.GEOID18 height accuracy estimate available here.
 AI5970
 AI5970.Click photographs - Photos may exist for this station.
 AI5970
 AI5970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5970
 AI5970.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5970
 AI5970.The ellipsoidal height was determined by GPS observations
 AI5970.and is referenced to NAD 83.
 AI5970
 AI5970.The dynamic height is computed by dividing the NAVD 88
 AI5970.geopotential number by the normal gravity value computed on the
 AI5970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5970.degrees latitude (g = 980.6199 gals.).
 AI5970
 AI5970.The modeled gravity was interpolated from observed gravity values.
 AI5970
 AI5970. The following values were computed from the NAD 83(2011) position.
 AI5970
 AI5970;                    North         East     Units Scale Factor Converg.
 AI5970;SPC WI S     -   177,659.293   742,091.690   MT  0.99993772   +1 12 32.6
 AI5970;SPC WI S     -   582,870.53  2,434,679.15   sFT  0.99993772   +1 12 32.6
 AI5970;UTM  16      - 4,826,609.622   399,864.283   MT  0.99972334   -0 51 18.8
 AI5970
 AI5970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5970!SPC WI S     -   0.99995773  x   0.99993772  =   0.99989545
 AI5970!UTM  16      -   0.99995773  x   0.99972334  =   0.99968108
 AI5970
 AI5970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9986426609(NAD 83)
 AI5970
 AI5970                          SUPERSEDED SURVEY CONTROL
 AI5970
 AI5970  NAD 83(2007)-  43 35 08.62218(N)    088 14 25.35196(W) AD(2002.00) 0
 AI5970  ELLIP H (02/10/07)  269.615  (m)                       GP(2002.00)    
 AI5970  ELLIP H (11/17/00)  269.625  (m)                       GP(       ) 3 2
 AI5970  NAD 83(1997)-  43 35 08.62210(N)    088 14 25.35230(W) AD(       ) 1
 AI5970  ELLIP H (07/06/00)  269.625  (m)                       GP(       ) 2 1
 AI5970  NAVD 88             304.79   (m)         1000.0    (f) LEVELING    3  
 AI5970  NAVD 88 (04/20/07)  304.792  (m)          999.97   (f) SUPERSEDED  2 1
 AI5970  NAVD 88 (10/20/00)  304.775  (m)          999.92   (f) SUPERSEDED  2 1
 AI5970  NAVD 88             304.78   (m)          999.9    (f) LEVELING    3  
 AI5970
 AI5970.Superseded values are not recommended for survey control.
 AI5970
 AI5970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5970.See file dsdata.pdf to determine how the superseded data were derived.
 AI5970
 AI5970_MARKER: DD = SURVEY DISK
 AI5970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5970_STAMPING: AUBURN W GPS 1993
 AI5970_MARK LOGO: WI-039
 AI5970_PROJECTION: FLUSH
 AI5970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5970+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 AI5970
 AI5970  HISTORY     - Date     Condition        Report By
 AI5970  HISTORY     - 1993     MONUMENTED       WI-039
 AI5970  HISTORY     - 19990802 GOOD             WIDT
 AI5970  HISTORY     - 2002     GOOD             WIDT
 AI5970  HISTORY     - 20030709 GOOD             USPSQD
 AI5970  HISTORY     - 20050422 GOOD             WIDT
 AI5970  HISTORY     - 20061006 GOOD             USPSQD
 AI5970  HISTORY     - 20101101 GOOD             JCLS
 AI5970
 AI5970                          STATION DESCRIPTION
 AI5970
 AI5970'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5970'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH-NORTHWEST OF
 AI5970'WEST BEND AND 6.4 KM (3.95 MI) NORTH OF KEWASKUM. OWNERSHIP--WISCONSIN
 AI5970'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI5970'OF US HIGHWAY 45 (FOND DU LAC AVENUE) WITH STATE HIGHWAY 28 EAST (MAIN
 AI5970'STREET) IN THE VILLAGE OF KEWASKUM, GO NORTH ON US HIGHWAY 45 AND
 AI5970'STATE HIGHWAY 28 FOR 1.0 KM (0.60 MI) TO WHERE STATE HIGHWAY 28 TURNS
 AI5970'LEFT, CONTINUE NORTH ON US HIGHWAY 45 FOR 5.6 KM (3.45 MI) TO GATZKE
 AI5970'LANE ON THE LEFT, CONTINUE NORTH ON US HIGHWAY 45 FOR 0.8 KM (0.50 MI)
 AI5970'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE FOND DU LAC
 AI5970'COUNTY GEODETIC CONTROL MARKER DISK STAMPED --AUBURN W GPS 1993-- AND
 AI5970'SET IN THE TOP OF A 45 CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH
 AI5970'THE GROUND AND ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 AI5970'STATION IS 15.4 M (50.5 FT) EAST OF THE CENTERLINE OF US HIGHWAY 45,
 AI5970'44.4 M (145.7 FT) NORTHEAST OF UTILITY POLE --E59-10214 45-3--, 2.8 M
 AI5970'(9.2 FT) WEST OF A FENCE LINE, 2.4 M (7.9 FT) WEST OF TELEPHONE
 AI5970'PEDESTAL --13903--, AND 0.9 M (3.0 FT) WEST OF A WHITE PLASTIC WITNESS
 AI5970'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI5970'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI5970
 AI5970                          STATION RECOVERY (2002)
 AI5970
 AI5970'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 AI5970'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW 1.0 M SOUTH, 1.0
 AI5970'M NORTH, AND 1.0 M EAST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 AI5970
 AI5970                          STATION RECOVERY (2003)
 AI5970
 AI5970'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5970'RECOVERED IN GOOD CONDITION.
 AI5970
 AI5970                          STATION RECOVERY (2005)
 AI5970
 AI5970'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5970'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 21.7 M NORTH OF THE
 AI5970'EXTENDED CENTERLINE OF THE DRIVEWAY TO THE RESIDENCE AT --N1268--.
 AI5970
 AI5970                          STATION RECOVERY (2006)
 AI5970
 AI5970'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5970'RECOVERED IN GOOD CONDITION.
 AI5970
 AI5970                          STATION RECOVERY (2010)
 AI5970
 AI5970'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 AI5970'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5971 ***********************************************************************
 AI5971  DESIGNATION -  AUBURN W GPS AZ MK
 AI5971  PID         -  AI5971
 AI5971  STATE/COUNTY-  WI/FOND DU LAC
 AI5971  COUNTRY     -  US
 AI5971  USGS QUAD   -  KEWASKUM (2018)
 AI5971
 AI5971                         *CURRENT SURVEY CONTROL
 AI5971  ______________________________________________________________________
 AI5971* NAD 83(1986) POSITION- 43 34 45.74   (N) 088 14 34.09   (W)   HD_HELD1
 AI5971* NAVD 88 ORTHO HEIGHT -   296.493 (meters)      972.74  (feet) ADJUSTED
 AI5971  ______________________________________________________________________
 AI5971  GEOID HEIGHT    -        -35.225 (meters)                     GEOID18
 AI5971  DYNAMIC HEIGHT  -        296.427 (meters)      972.53  (feet) COMP
 AI5971  MODELED GRAVITY -    980,386.6   (mgal)                       NAVD 88
 AI5971
 AI5971  VERT ORDER      -  SECOND    CLASS I
 AI5971
 AI5971.The horizontal coordinates were determined by differentially corrected
 AI5971.hand held GPS observations or other comparable positioning techniques
 AI5971.and have an estimated accuracy of +/- 3 meters.
 AI5971
 AI5971.The orthometric height was determined by differential leveling and
 AI5971.adjusted by the WI DEPT OF TRANSP
 AI5971.in May 2012.
 AI5971
 AI5971.No vertical observational check was made to the station.
 AI5971
 AI5971.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5971.GEOID18 height accuracy estimate available here.
 AI5971
 AI5971.Click photographs - Photos may exist for this station.
 AI5971
 AI5971.The dynamic height is computed by dividing the NAVD 88
 AI5971.geopotential number by the normal gravity value computed on the
 AI5971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5971.degrees latitude (g = 980.6199 gals.).
 AI5971
 AI5971.The modeled gravity was interpolated from observed gravity values.
 AI5971
 AI5971;                    North         East    Units  Estimated Accuracy
 AI5971;SPC WI S     -   176,949.2     741,910.6     MT  (+/- 3 meters HH1 GPS) 
 AI5971
 AI5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9965725906(NAD 83)
 AI5971
 AI5971                          SUPERSEDED SURVEY CONTROL
 AI5971
 AI5971  NAVD 88 (04/20/07)  296.477  (m)          972.69   (f) SUPERSEDED  2 1
 AI5971  NAVD 88 (10/20/00)  296.447  (m)          972.59   (f) SUPERSEDED  2 1
 AI5971
 AI5971.Superseded values are not recommended for survey control.
 AI5971
 AI5971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5971.See file dsdata.pdf to determine how the superseded data were derived.
 AI5971
 AI5971_MARKER: DZ = AZIMUTH MARK DISK
 AI5971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5971_STAMPING: AUBURN W GPS AZ MK 1993
 AI5971_MARK LOGO: WI-039
 AI5971_PROJECTION: FLUSH
 AI5971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5971+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 AI5971
 AI5971  HISTORY     - Date     Condition        Report By
 AI5971  HISTORY     - 1993     MONUMENTED       WI-039
 AI5971  HISTORY     - 19990802 GOOD             WIDT
 AI5971  HISTORY     - 20011217 GOOD             WIDT
 AI5971  HISTORY     - 20030709 GOOD             USPSQD
 AI5971  HISTORY     - 20050422 GOOD             WIDT
 AI5971  HISTORY     - 20061006 GOOD             USPSQD
 AI5971
 AI5971                          STATION DESCRIPTION
 AI5971
 AI5971'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5971'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH-NORTHWEST OF
 AI5971'WEST BEND AND 6.4 KM (3.95 MI) NORTH OF KEWASKUM.  OWNERSHIP--TOWN OF
 AI5971'AUBURN.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (FOND
 AI5971'DU LAC AVENUE) WITH STATE HIGHWAY 28 EAST (MAIN STREET) IN THE VILLAGE
 AI5971'OF KEWASKUM, GO NORTH ON US HIGHWAY 45 AND STATE HIGHWAY 28 FOR 1.0 KM
 AI5971'(0.60 MI) TO WHERE STATE HIGHWAY 28 TURNS LEFT, CONTINUE NORTH ON US
 AI5971'HIGHWAY 45 FOR 5.6 KM (3.45 MI) TO GATZKE LANE ON THE LEFT, TURN LEFT
 AI5971'AND GO WEST ON GATZKE LANE FOR 0.2 KM (0.10 MI) TO THE STATION ON THE
 AI5971'RIGHT.  THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL
 AI5971'STATION DISK STAMPED --AUBURN W GPS AZ MK 1993-- AND SET IN THE TOP OF
 AI5971'A 45 CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI5971'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 3.4 M (11.2 FT)
 AI5971'NORTH OF THE CENTERLINE OF GATZKE LANE, 23 M (75.5 FT) WEST OF THE
 AI5971'EXTENDED CENTERLINE OF A FIELD ENTRANCE, 2 M (6.6 FT) SOUTH OF A
 AI5971'CULTIVATED FIELD AND 0.7 M (2.3 FT) SOUTH OF A WHITE PLASTIC WITNESS
 AI5971'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI5971'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI5971
 AI5971                          STATION RECOVERY (2001)
 AI5971
 AI5971'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (TSS)
 AI5971'RECOVERED AS DESCRIBED.
 AI5971
 AI5971                          STATION RECOVERY (2003)
 AI5971
 AI5971'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5971'RECOVERED IN GOOD CONDITION.
 AI5971
 AI5971                          STATION RECOVERY (2005)
 AI5971
 AI5971'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5971'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTH, 1 M
 AI5971'EAST, AND 1 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI5971
 AI5971                          STATION RECOVERY (2006)
 AI5971
 AI5971'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5134 ***********************************************************************
 DK5134  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5134  DESIGNATION -  AUBURNDALE NORTH
 DK5134  PID         -  DK5134
 DK5134  STATE/COUNTY-  WI/WOOD
 DK5134  COUNTRY     -  US
 DK5134  USGS QUAD   -  HEWITT (2018)
 DK5134
 DK5134                         *CURRENT SURVEY CONTROL
 DK5134  ______________________________________________________________________
 DK5134* NAD 83(2011) POSITION- 44 40 38.55672(N) 090 00 16.29241(W)   ADJUSTED
 DK5134* NAD 83(2011) ELLIP HT-   330.444 (meters)        (06/27/12)   ADJUSTED
 DK5134* NAD 83(2011) EPOCH   -  2010.00
 DK5134* NAVD 88 ORTHO HEIGHT -   364.81  (meters)     1196.9   (feet) GPS OBS
 DK5134  ______________________________________________________________________
 DK5134  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5134  GEOID HEIGHT    -        -34.366 (meters)                     GEOID12A
 DK5134  GEOID HEIGHT    -        -34.361 (meters)                     GEOID18
 DK5134  NAD 83(2011) X  -      -,358.850 (meters)                     COMP
 DK5134  NAD 83(2011) Y  - -4,543,105.990 (meters)                     COMP
 DK5134  NAD 83(2011) Z  -  4,462,157.845 (meters)                     COMP
 DK5134  LAPLACE CORR    -         -7.22  (seconds)                    DEFLEC18
 DK5134
 DK5134  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5134  Standards:
 DK5134         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5134            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5134  -------------------------------------------------------------------
 DK5134  NETWORK    0.42   0.37           0.19   0.15   0.19     -0.02664914
 DK5134  -------------------------------------------------------------------
 DK5134  Click here for local accuracies and other accuracy information.
 DK5134
 DK5134.The horizontal coordinates were established by GPS observations
 DK5134.and adjusted by the National Geodetic Survey in June 2012.
 DK5134
 DK5134.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5134.been affixed to the stable North American tectonic plate. See 
 DK5134.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5134
 DK5134.The horizontal coordinates are valid at the epoch date displayed above
 DK5134.which is a decimal equivalence of Year/Month/Day.
 DK5134
 DK5134.The orthometric height was determined by GPS observations and a
 DK5134.high-resolution geoid model using precise GPS observation and
 DK5134.processing techniques.
 DK5134
 DK5134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5134.GEOID18 height accuracy estimate available here.
 DK5134
 DK5134.Click photographs - Photos may exist for this station.
 DK5134
 DK5134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5134
 DK5134.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5134
 DK5134.The ellipsoidal height was determined by GPS observations
 DK5134.and is referenced to NAD 83.
 DK5134
 DK5134. The following values were computed from the NAD 83(2011) position.
 DK5134
 DK5134;                    North         East     Units Scale Factor Converg.
 DK5134;SPC WI C     -    93,788.530   599,641.188   MT  0.99994669   -0 00 11.5
 DK5134;SPC WI C     -   307,704.54  1,967,322.80   sFT  0.99994669   -0 00 11.5
 DK5134;UTM  15      - 4,951,477.647   737,411.697   MT  1.00029318   +2 06 25.7
 DK5134;UTM  16      - 4,951,504.082   261,870.915   MT  1.00029737   -2 06 48.6
 DK5134
 DK5134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5134!SPC WI C     -   0.99994819  x   0.99994669  =   0.99989488
 DK5134!UTM  15      -   0.99994819  x   1.00029318  =   1.00024136
 DK5134!UTM  16      -   0.99994819  x   1.00029737  =   1.00024555
 DK5134
 DK5134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3741151477(NAD 83)
 DK5134
 DK5134                          SUPERSEDED SURVEY CONTROL
 DK5134
 DK5134  NAD 83(2007)-  44 40 38.55683(N)    090 00 16.29310(W) AD(2002.00) 1
 DK5134  ELLIP H (07/29/08)  330.472  (m)                       GP(2002.00) 3 1
 DK5134  NAVD 88 (07/29/08)  364.79   (m)  GEOID03  model used  GPS OBS        
 DK5134
 DK5134.Superseded values are not recommended for survey control.
 DK5134
 DK5134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5134.See file dsdata.pdf to determine how the superseded data were derived.
 DK5134
 DK5134_MARKER: DD = SURVEY DISK
 DK5134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5134_STAMPING: AUBURNDALE NORTH 1993
 DK5134_MARK LOGO: WI-141
 DK5134_PROJECTION: RECESSED 5 CENTIMETERS
 DK5134_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5134+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DK5134
 DK5134  HISTORY     - Date     Condition        Report By
 DK5134  HISTORY     - 1993     MONUMENTED       WI-141
 DK5134  HISTORY     - 20061213 GOOD             WIDT
 DK5134  HISTORY     - 20101012 GOOD             WIDT
 DK5134
 DK5134                          STATION DESCRIPTION
 DK5134
 DK5134'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5134'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DK5134'HIGHWAY M ABOUT 6 MI (9.7 KM) EAST OF THE CITY OF MARSHFIELD, GO NORTH
 DK5134'ON COUNTY HIGHWAY M FOR 1.5 MI (2.4 KM) TO PLEASANT HILL ROAD, TURN
 DK5134'RIGHT AND GO EAST ON PLEASANT HILL ROAD FOR 1.0 MI (1.6 KM) TO NORTH
 DK5134'ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WOOD
 DK5134'COUNTY GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM
 DK5134'(16 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY
 DK5134'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.3 M (30.5 FT)
 DK5134'SOUTH OF THE CENTER OF PLEASANT HILL ROAD, 6.0 M (19.7 FT) WEST OF A
 DK5134'POWER POLE, 5.1 M (16.7 FT) EAST OF THE CENTER OF NORTH ROAD, 4.7 M
 DK5134'(15.4 FT) WEST-NORTHWEST OF A TELEPHONE PEDESTAL --02 3000 11--, 2.3 M
 DK5134'(7.5 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DK5134'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5134'HORIZON EXCEPT FOR THE REFERENCED POWER POLE TO THE EAST OF THE
 DK5134'STATION EXTENDING TO 50 DEGREES ABOVE THE HORIZON, TREES TO THE NORTH
 DK5134'EXTENDING TO 30 DEGREES ABOVE THE HORIZON, AND POWER LINES DIRECTLY
 DK5134'ABOVE THE STATION.
 DK5134
 DK5134                          STATION RECOVERY (2010)
 DK5134
 DK5134'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0519 ***********************************************************************
 PO0519  DESIGNATION -  AUBURNDALE RAD STA WLBL
 PO0519  PID         -  PO0519
 PO0519  STATE/COUNTY-  WI/WOOD
 PO0519  COUNTRY     -  US
 PO0519  USGS QUAD   -  ARPIN (2018)
 PO0519
 PO0519                         *CURRENT SURVEY CONTROL
 PO0519  ______________________________________________________________________
 PO0519* NAD 83(1991) POSITION- 44 36 48.26917(N) 090 02 14.59309(W)   ADJUSTED
 PO0519  ______________________________________________________________________
 PO0519  GEOID HEIGHT    -        -34.397 (meters)                     GEOID18
 PO0519  LAPLACE CORR    -         -6.74  (seconds)                    DEFLEC18
 PO0519  HORZ ORDER      -  THIRD
 PO0519
 PO0519.The horizontal coordinates were established by classical geodetic methods
 PO0519.and adjusted by the National Geodetic Survey in November 1991.
 PO0519
 PO0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0519.GEOID18 height accuracy estimate available here.
 PO0519
 PO0519.Click photographs - Photos may exist for this station.
 PO0519
 PO0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0519
 PO0519. The following values were computed from the NAD 83(1991) position.
 PO0519
 PO0519;                    North         East     Units Scale Factor Converg.
 PO0519;SPC WI C     -    86,681.048   597,032.545   MT  0.99995117   -0 01 35.0
 PO0519;SPC WI C     -   284,386.07  1,958,764.27   sFT  0.99995117   -0 01 35.0
 PO0519;UTM  15      - 4,944,276.542   735,065.613   MT  1.00027956   +2 04 53.9
 PO0519;UTM  16      - 4,944,494.917   259,001.444   MT  1.00031430   -2 08 03.3
 PO0519
 PO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3506544276(NAD 83)
 PO0519
 PO0519                          SUPERSEDED SURVEY CONTROL
 PO0519
 PO0519  NAD 83(1986)-  44 36 48.26683(N)    090 02 14.59869(W) AD(       ) 3
 PO0519  NAD 27      -  44 36 48.40435(N)    090 02 14.13097(W) AD(       ) 3
 PO0519
 PO0519.Superseded values are not recommended for survey control.
 PO0519
 PO0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0519.See file dsdata.pdf to determine how the superseded data were derived.
 PO0519
 PO0519_MARKER: 42 = RADIO/TV MAST
 PO0519_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0519+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 PO0519
 PO0519  HISTORY     - Date     Condition        Report By
 PO0519  HISTORY     - 1980     FIRST OBSERVED   NGS
 PO0519  HISTORY     - 20041009 GOOD             USPSQD
 PO0519  HISTORY     - 20050924 GOOD             USPSQD
 PO0519
 PO0519                          STATION DESCRIPTION
 PO0519
 PO0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PO0519'THE STATION, IS THE LIGHT ATOP, NOT CENTER, OF THE AUBURNDALE
 PO0519'RADIO STATION WLBL.  IT IS A GUYED MAST, PAINTED RED AND WHITE
 PO0519'IN COLOR AND APPROXIMATELY 455 FEET IN HEIGHT.
 PO0519'OWNERSHIP--THE STATE OF WISCONSIN.
 PO0519'
 PO0519'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF MARSHFIELD,
 PO0519'1-1/4 MILES SOUTH-SOUTHWEST OF AUBURNDALE AND 350 FEET NORTH OF
 PO0519'THE CENTER OF A GRAVEL ROAD.
 PO0519
 PO0519                          STATION RECOVERY (2004)
 PO0519
 PO0519'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0519'STATION IS .4 MILE EAST OF COUNTY ROAD E ON MILL CERRK DRIVE. FIRE
 PO0519'NUMBER 6302 TOWN OF AUBURENDALE
 PO0519
 PO0519                          STATION RECOVERY (2005)
 PO0519
 PO0519'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PO0519'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK4985 ***********************************************************************
 DK4985  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4985  DESIGNATION -  AUBURNDALE S GPS
 DK4985  PID         -  DK4985
 DK4985  STATE/COUNTY-  WI/WOOD
 DK4985  COUNTRY     -  US
 DK4985  USGS QUAD   -  ARPIN (2018)
 DK4985
 DK4985                         *CURRENT SURVEY CONTROL
 DK4985  ______________________________________________________________________
 DK4985* NAD 83(2011) POSITION- 44 36 01.18863(N) 090 00 18.31455(W)   ADJUSTED
 DK4985* NAD 83(2011) ELLIP HT-   326.014 (meters)        (06/27/12)   ADJUSTED
 DK4985* NAD 83(2011) EPOCH   -  2010.00
 DK4985* NAVD 88 ORTHO HEIGHT -   360.52  (meters)     1182.8   (feet) GPS OBS
 DK4985  ______________________________________________________________________
 DK4985  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK4985  GEOID HEIGHT    -        -34.509 (meters)                     GEOID12A
 DK4985  GEOID HEIGHT    -        -34.511 (meters)                     GEOID18
 DK4985  NAD 83(2011) X  -      -,403.923 (meters)                     COMP
 DK4985  NAD 83(2011) Y  - -4,549,118.965 (meters)                     COMP
 DK4985  NAD 83(2011) Z  -  4,456,062.278 (meters)                     COMP
 DK4985  LAPLACE CORR    -         -7.58  (seconds)                    DEFLEC18
 DK4985
 DK4985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4985  Standards:
 DK4985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4985  -------------------------------------------------------------------
 DK4985  NETWORK    0.36   0.33           0.16   0.13   0.17      0.16758400
 DK4985  -------------------------------------------------------------------
 DK4985  Click here for local accuracies and other accuracy information.
 DK4985
 DK4985.The horizontal coordinates were established by GPS observations
 DK4985.and adjusted by the National Geodetic Survey in June 2012.
 DK4985
 DK4985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4985.been affixed to the stable North American tectonic plate. See 
 DK4985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4985
 DK4985.The horizontal coordinates are valid at the epoch date displayed above
 DK4985.which is a decimal equivalence of Year/Month/Day.
 DK4985
 DK4985.The orthometric height was determined by GPS observations and a
 DK4985.high-resolution geoid model using precise GPS observation and
 DK4985.processing techniques.
 DK4985
 DK4985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4985.GEOID18 height accuracy estimate available here.
 DK4985
 DK4985.Click photographs - Photos may exist for this station.
 DK4985
 DK4985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4985
 DK4985.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4985
 DK4985.The ellipsoidal height was determined by GPS observations
 DK4985.and is referenced to NAD 83.
 DK4985
 DK4985. The following values were computed from the NAD 83(2011) position.
 DK4985
 DK4985;                    North         East     Units Scale Factor Converg.
 DK4985;SPC WI C     -    85,227.175   599,596.117   MT  0.99995223   -0 00 12.9
 DK4985;SPC WI C     -   279,616.16  1,967,174.93   sFT  0.99995223   -0 00 12.9
 DK4985;UTM  15      - 4,942,917.482   737,681.799   MT  1.00029477   +2 06 14.0
 DK4985;UTM  16      - 4,942,947.197   261,510.703   MT  1.00029950   -2 06 39.7
 DK4985
 DK4985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4985!SPC WI C     -   0.99994889  x   0.99995223  =   0.99990112
 DK4985!UTM  15      -   0.99994889  x   1.00029477  =   1.00024364
 DK4985!UTM  16      -   0.99994889  x   1.00029950  =   1.00024837
 DK4985
 DK4985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3768142917(NAD 83)
 DK4985
 DK4985                          SUPERSEDED SURVEY CONTROL
 DK4985
 DK4985  NAD 83(2007)-  44 36 01.18873(N)    090 00 18.31529(W) AD(2002.00) 1
 DK4985  ELLIP H (07/29/08)  326.043  (m)                       GP(2002.00) 3 1
 DK4985  NAVD 88 (07/29/08)  360.51   (m)  GEOID03  model used  GPS OBS        
 DK4985
 DK4985.Superseded values are not recommended for survey control.
 DK4985
 DK4985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4985.See file dsdata.pdf to determine how the superseded data were derived.
 DK4985
 DK4985_MARKER: DD = SURVEY DISK
 DK4985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4985_STAMPING: AUBURNDALE S GPS 2005
 DK4985_MARK LOGO: WIDT
 DK4985_PROJECTION: FLUSH
 DK4985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4985+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 DK4985
 DK4985  HISTORY     - Date     Condition        Report By
 DK4985  HISTORY     - 2004     MONUMENTED       WIDT
 DK4985  HISTORY     - 20061213 GOOD             WIDT
 DK4985  HISTORY     - 20101012 GOOD             WIDT
 DK4985
 DK4985                          STATION DESCRIPTION
 DK4985
 DK4985'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK4985'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 (MAIN STREET)
 DK4985'WITH COUNTY HIGHWAY F IN THE VILLAGE OF AUBURNDALE, GO WEST ON US
 DK4985'HIGHWAY 10 (MAIN STREET) FOR 0.1 MI (0.2 KM) TO NORTH ROAD, TURN LEFT
 DK4985'AND GO SOUTH ON NORTH ROAD FOR 1.0 MI (1.6 KM) TO TOWER DRIVE ON THE
 DK4985'ON THE LEFT, CONTINUE SOUTH ON NORTH ROAD FOR 0.8 MI (1.3 KM) TO THE
 DK4985'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DK4985'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DK4985'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DK4985'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DK4985'10.0 M (32.8 FT) WEST OF THE CENTERLINE OF NORTH ROAD, 34 M (111.5 FT)
 DK4985'NORTH OF A FIELD ENTRANCE, 23 M (75.5 FT) NORTHWEST OF A POWER POLE
 DK4985'--25-4-35 0/8--, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF
 DK4985'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK4985'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK4985'HORIZON.
 DK4985
 DK4985                          STATION RECOVERY (2010)
 DK4985
 DK4985'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK4985'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0640 ***********************************************************************
 PO0640  DESIGNATION -  AUGUSTA
 PO0640  PID         -  PO0640
 PO0640  STATE/COUNTY-  WI/EAU CLAIRE
 PO0640  COUNTRY     -  US
 PO0640  USGS QUAD   -  AUGUSTA WEST (2018)
 PO0640
 PO0640                         *CURRENT SURVEY CONTROL
 PO0640  ______________________________________________________________________
 PO0640* NAD 83(1991) POSITION- 44 41 34.66289(N) 091 09 55.55840(W)   ADJUSTED
 PO0640* NAVD 88 ORTHO HEIGHT -   312.4   (meters)     1025.    (feet) VERTCON3
 PO0640  ______________________________________________________________________
 PO0640  GEOID HEIGHT    -        -31.538 (meters)                     GEOID18
 PO0640  LAPLACE CORR    -         -6.73  (seconds)                    DEFLEC18
 PO0640  HORZ ORDER      -  SECOND
 PO0640
 PO0640.The horizontal coordinates were established by classical geodetic methods
 PO0640.and adjusted by the National Geodetic Survey in November 1991.
 PO0640
 PO0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0640
 PO0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0640.GEOID18 height accuracy estimate available here.
 PO0640
 PO0640.Click photographs - Photos may exist for this station.
 PO0640
 PO0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0640
 PO0640. The following values were computed from the NAD 83(1991) position.
 PO0640
 PO0640;                    North         East     Units Scale Factor Converg.
 PO0640;SPC WI C     -    96,183.192   507,628.042   MT  0.99994579   -0 49 20.3
 PO0640;SPC WI C     -   315,561.02  1,665,443.00   sFT  0.99994579   -0 49 20.3
 PO0640;UTM  15      - 4,950,480.299   645,362.403   MT  0.99985984   +1 17 25.8
 PO0640
 PO0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0640!SPC WI C     -   0.99995596  x   0.99994579  =   0.99990175
 PO0640!UTM  15      -   0.99995596  x   0.99985984  =   0.99981581
 PO0640
 PO0640:                Primary Azimuth Mark                     Grid Az
 PO0640:SPC WI C     -  H 52                                     120 17 35.0
 PO0640:UTM  15      -  H 52                                     118 10 48.9
 PO0640
 PO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4536250480(NAD 83)
 PO0640
 PO0640|---------------------------------------------------------------------|
 PO0640| PID    Reference Object                     Distance      Geod. Az  |
 PO0640|                                                           dddmmss.s |
 PO0640| CJ4199 AUGUSTA RM 1                         23.196 METERS 03408     |
 PO0640| CJ4200 AUGUSTA RM 2                         37.079 METERS 08128     |
 PO0640| PO0625 FAIRCHILD TV STA WEAU MAST          APPROX.16.5 KM 1011644.6 |
 PO0640| PO0239 H 52                                APPROX. 1.8 KM 1192814.7 |
 PO0640|---------------------------------------------------------------------|
 PO0640
 PO0640                          SUPERSEDED SURVEY CONTROL
 PO0640
 PO0640  NAD 83(1986)-  44 41 34.65954(N)    091 09 55.57316(W) AD(       ) 2
 PO0640  NAD 27      -  44 41 34.79939(N)    091 09 55.02105(W) AD(       ) 2
 PO0640  NGVD 29 (07/19/86)  312.4    (m)         1025.     (f) VERT ANG       
 PO0640
 PO0640.Superseded values are not recommended for survey control.
 PO0640
 PO0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0640.See file dsdata.pdf to determine how the superseded data were derived.
 PO0640
 PO0640_MARKER: DD = SURVEY DISK
 PO0640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PO0640_STAMPING: AUGUSTA 1967
 PO0640_MARK LOGO: USGS
 PO0640_PROJECTION: FLUSH
 PO0640_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0640
 PO0640  HISTORY     - Date     Condition        Report By
 PO0640  HISTORY     - 1967     MONUMENTED       USGS
 PO0640
 PO0640                          STATION DESCRIPTION
 PO0640
 PO0640'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0640'STATION IS LOCATED ABOUT 2.5 MI NW. OF AUGUSTA, NEAR QUARTER
 PO0640'COR. BETWEEN SECS. 31 AND 36.  T. 26 N., RS. 6 AND 7 W., ON
 PO0640'HIGHEST POINT OF A LOW HILL, ON LAND OWNED BY MR. ERNEST PIHL,
 PO0640'ABOUT 100 YARDS N. OF HIS RESIDENCE.
 PO0640'
 PO0640'TO REACH THE STATION FROM THE AUGUSTA POST OFFICE, GO NE. 1
 PO0640'BLOCK TO U.S. HWY. 12, TURN LEFT AND GO NW. FOR 2.7 MI TO JCT. OF
 PO0640'CO. HWY. HH, TURN LEFT AND GO S. FOR 0.3 MI ON CO. HWY. HH TO TOP
 PO0640'OF HILL AND STATION ON THE RIGHT.
 PO0640'
 PO0640'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED AUGUSTA
 PO0640'1967 CRIMPED ON 10 FT LENGTHS OF COPPER WELD ROD DRIVEN ABOUT
 PO0640'FLUSH WITH GROUND AND SET IN 6 IN. BRICK TILE FILLED WITH
 PO0640'GRAVEL.  NO AZIMUTH MARK WAS SET.
 PO0640'
 PO0640'STATION MARK IS 82 FT W. OF CENTER OF A N.-S. ASPHALT
 PO0640'RD. (CO. HWY. HH), 124 FT NW. OF JCT. OF DRIVE W. TO FARMHOUSE
 PO0640'AND 1 FT S. OF A METAL WITNESS POST.
 PO0640'
 PO0640'REFERENCE MARK NO. 1 IS 23.196 M. (76.10 FT) NE. OF STATION,
 PO0640'37 FT W. OF CENTER OF ASPHALT RD., 165 FT N.-NW. OF JCT. OF DRIVE
 PO0640'W. TO FARMHOUSE AND 1 FT S. OF A METAL WITNESS POST.
 PO0640'
 PO0640'REFERENCE MARK NO. 2 IS 37.079 M. (121.65 FT) E. OF STATION,
 PO0640'41 FT E. OF CENTER N.-S. ASPHALT RD., 123 FT N.-NE. OF JCT. OF
 PO0640'DRIVE W. TO FARMHOUSE AND 4 FT S. OF A POWER LINE POLE.
 PO0640'
 PO0640'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5198 ***********************************************************************
 DK5198  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5198  DESIGNATION -  AUGUSTA GPS
 DK5198  PID         -  DK5198
 DK5198  STATE/COUNTY-  WI/EAU CLAIRE
 DK5198  COUNTRY     -  US
 DK5198  USGS QUAD   -  AUGUSTA EAST (2018)
 DK5198
 DK5198                         *CURRENT SURVEY CONTROL
 DK5198  ______________________________________________________________________
 DK5198* NAD 83(2011) POSITION- 44 39 42.28893(N) 091 06 11.91130(W)   ADJUSTED
 DK5198* NAD 83(2011) ELLIP HT-   268.865 (meters)        (06/27/12)   ADJUSTED
 DK5198* NAD 83(2011) EPOCH   -  2010.00
 DK5198* NAVD 88 ORTHO HEIGHT -   300.62  (meters)      986.3   (feet) GPS OBS
 DK5198  ______________________________________________________________________
 DK5198  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5198  GEOID HEIGHT    -        -31.751 (meters)                     GEOID12A
 DK5198  GEOID HEIGHT    -        -31.753 (meters)                     GEOID18
 DK5198  NAD 83(2011) X  -    -87,500.990 (meters)                     COMP
 DK5198  NAD 83(2011) Y  - -4,543,440.824 (meters)                     COMP
 DK5198  NAD 83(2011) Z  -  4,460,879.272 (meters)                     COMP
 DK5198  LAPLACE CORR    -         -7.21  (seconds)                    DEFLEC18
 DK5198
 DK5198  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5198  Standards:
 DK5198         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5198            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5198  -------------------------------------------------------------------
 DK5198  NETWORK    0.33   0.31           0.15   0.11   0.16      0.07533056
 DK5198  -------------------------------------------------------------------
 DK5198  Click here for local accuracies and other accuracy information.
 DK5198
 DK5198.The horizontal coordinates were established by GPS observations
 DK5198.and adjusted by the National Geodetic Survey in June 2012.
 DK5198
 DK5198.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5198.been affixed to the stable North American tectonic plate. See 
 DK5198.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5198
 DK5198.The horizontal coordinates are valid at the epoch date displayed above
 DK5198.which is a decimal equivalence of Year/Month/Day.
 DK5198
 DK5198.The orthometric height was determined by GPS observations and a
 DK5198.high-resolution geoid model using precise GPS observation and
 DK5198.processing techniques.
 DK5198
 DK5198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5198.GEOID18 height accuracy estimate available here.
 DK5198
 DK5198.Click photographs - Photos may exist for this station.
 DK5198
 DK5198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5198
 DK5198.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5198
 DK5198.The ellipsoidal height was determined by GPS observations
 DK5198.and is referenced to NAD 83.
 DK5198
 DK5198. The following values were computed from the NAD 83(2011) position.
 DK5198
 DK5198;                    North         East     Units Scale Factor Converg.
 DK5198;SPC WI C     -    92,646.133   512,504.555   MT  0.99994767   -0 46 42.5
 DK5198;SPC WI C     -   303,956.52  1,681,442.03   sFT  0.99994767   -0 46 42.5
 DK5198;UTM  15      - 4,947,125.649   650,365.587   MT  0.99987804   +1 20 00.5
 DK5198
 DK5198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5198!SPC WI C     -   0.99995785  x   0.99994767  =   0.99990552
 DK5198!UTM  15      -   0.99995785  x   0.99987804  =   0.99983589
 DK5198
 DK5198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5036547125(NAD 83)
 DK5198
 DK5198                          SUPERSEDED SURVEY CONTROL
 DK5198
 DK5198  ELLIP H (01/19/10)  268.893  (m)                       GP(       ) 3 1
 DK5198  NAD 83(2007)-  44 39 42.28914(N)    091 06 11.91220(W) AD(2002.00) 1
 DK5198  ELLIP H (07/29/08)  268.891  (m)                       GP(2002.00) 3 1
 DK5198  NAVD 88 (07/29/08)  300.60   (m)  GEOID03  model used  GPS OBS        
 DK5198
 DK5198.Superseded values are not recommended for survey control.
 DK5198
 DK5198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5198.See file dsdata.pdf to determine how the superseded data were derived.
 DK5198
 DK5198_MARKER: DD = SURVEY DISK
 DK5198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5198_STAMPING: AUGUSTA GPS 1992
 DK5198_MARK LOGO: WI-035
 DK5198_PROJECTION: FLUSH
 DK5198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5198+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2011
 DK5198
 DK5198  HISTORY     - Date     Condition        Report By
 DK5198  HISTORY     - 1992     MONUMENTED       WI-035
 DK5198  HISTORY     - 20061129 GOOD             WIDT
 DK5198  HISTORY     - 20111026 GOOD             WIDT
 DK5198
 DK5198                          STATION DESCRIPTION
 DK5198
 DK5198'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5198'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 DK5198'HIGHWAY 27 WITH COUNTY HIGHWAY M JUST EAST OF THE CITY OF AUGUSTA, GO
 DK5198'SOUTH ON COUNTY HIGHWAY M FOR 0.6 MI (1.0 KM) TO A RAILROAD CROSSING,
 DK5198'CONTINUE SOUTH ON COUNTY HIGHWAY M FOR 0.4 MI (0.6 KM) TO THE STATION
 DK5198'ON THE LEFT.  THE STATION IS A BRONZE EAU CLAIRE COUNTY GEODETIC
 DK5198'CONTROL STATION DISK SET IN THE TOP OF A 30-CM (12 INCH) DIAMETER
 DK5198'CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DK5198'HIGHWAY PAVEMENT.  THE STATION IS 10.2 M (33.5 FT) EAST OF THE
 DK5198'CENTERLINE OF COUNTY HIGHWAY M, 93 M (305.1 FT) NORTH OF THE EXTENDED
 DK5198'CENTER OF A PRIVATE ENTRANCE --11566--, 20 M (65.6 FT) SOUTH OF A
 DK5198'PRIVATE ENTRANCE, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF
 DK5198'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5198'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5198'HORIZON EXCEPT FOR A TREE ABOUT 3 M (9.8 FT) EAST OF THE STATION
 DK5198'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DK5198
 DK5198                          STATION RECOVERY (2011)
 DK5198
 DK5198'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0629 ***********************************************************************
 PO0629  DESIGNATION -  AUGUSTA MUN TANK
 PO0629  PID         -  PO0629
 PO0629  STATE/COUNTY-  WI/EAU CLAIRE
 PO0629  COUNTRY     -  US
 PO0629  USGS QUAD   -  AUGUSTA EAST (2018)
 PO0629
 PO0629                         *CURRENT SURVEY CONTROL
 PO0629  ______________________________________________________________________
 PO0629* NAD 83(1991) POSITION- 44 40 48.16531(N) 091 07 10.56502(W)   ADJUSTED
 PO0629  ______________________________________________________________________
 PO0629  GEOID HEIGHT    -        -31.680 (meters)                     GEOID18
 PO0629  LAPLACE CORR    -         -6.68  (seconds)                    DEFLEC18
 PO0629  HORZ ORDER      -  THIRD
 PO0629
 PO0629.The horizontal coordinates were established by classical geodetic methods
 PO0629.and adjusted by the National Geodetic Survey in November 1991.
 PO0629
 PO0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0629.GEOID18 height accuracy estimate available here.
 PO0629
 PO0629.Click photographs - Photos may exist for this station.
 PO0629
 PO0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0629
 PO0629. The following values were computed from the NAD 83(1991) position.
 PO0629
 PO0629;                    North         East     Units Scale Factor Converg.
 PO0629;SPC WI C     -    94,696.998   511,240.614   MT  0.99994654   -0 47 23.9
 PO0629;SPC WI C     -   310,685.07  1,677,295.25   sFT  0.99994654   -0 47 23.9
 PO0629;UTM  15      - 4,949,128.394   649,027.013   MT  0.99987311   +1 19 20.8
 PO0629
 PO0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4902749128(NAD 83)
 PO0629
 PO0629                          SUPERSEDED SURVEY CONTROL
 PO0629
 PO0629  NAD 83(1986)-  44 40 48.16232(N)    091 07 10.57847(W) AD(       ) 3
 PO0629  NAD 27      -  44 40 48.30239(N)    091 07 10.02908(W) AD(       ) 3
 PO0629
 PO0629.Superseded values are not recommended for survey control.
 PO0629
 PO0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0629.See file dsdata.pdf to determine how the superseded data were derived.
 PO0629
 PO0629_MARKER: 53 = ELEVATED TANK
 PO0629
 PO0629  HISTORY     - Date     Condition        Report By
 PO0629  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0629
 PO0629                          STATION DESCRIPTION
 PO0629
 PO0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0629'THIS STATION IS THE CENTER OF THE AUGUSTA MUNICIPAL WATER
 PO0629'TANK.  IT IS A TALL SILVER, STEEL TANK WITH A ROUND BOTTOM
 PO0629'AND CONICAL TOP WITH FRINGED EAVES AROUND THE TOP.  THERE
 PO0629'IS A BALL AT THE CENTER OF THE TOP WITH A FLAGSTAFF ABOVE THE
 PO0629'BALL.  THERE IS A SQUARE WOODEN HOUSING AROUND THE FEED PIPE.
 PO0629'THE ENTIRE TANK AND SUPPORTING LEGS ARE PAINTED SILVER.  THE
 PO0629'TANK IS ABOUT 125 FEET HIGH.  ABOUT 35 FEET OF IT IS VISIBLE
 PO0629'FROM THE IMMEDIATELY SURROUNDING COUNTRY.  THE DATE OF
 PO0629'ERECTION IS UNKNOWN.
 PO0629'
 PO0629'THE TANK IS ABOUT 1/2 BLOCK NORTHEAST OF THE MAIN STREET
 PO0629'INTERSECTION OF TOWN, ABOUT 115 FEET NORTH OF THE CENTER LINE
 PO0629'OF THE MAIN STREET OF TOWN WHICH IS U.S. HIGHWAY 10 AND 12,
 PO0629'AND ABOUT 85 FEET EAST OF THE CENTER LINE OF EAU CLAIRE COUNTY
 PO0629'HIGHWAY G.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 CJ4199 ***********************************************************************
 CJ4199  DESIGNATION -  AUGUSTA RM 1
 CJ4199  PID         -  CJ4199
 CJ4199  STATE/COUNTY-  WI/EAU CLAIRE
 CJ4199  COUNTRY     -  US
 CJ4199  USGS QUAD   -  AUGUSTA WEST (2018)
 CJ4199
 CJ4199                         *CURRENT SURVEY CONTROL
 CJ4199  ______________________________________________________________________
 CJ4199* NAD 83(1986) POSITION- 44 41 35.28   (N) 091 09 54.97   (W)   HD_HELD1
 CJ4199* NAVD 88 ORTHO HEIGHT -   309.813 (meters)     1016.44  (feet) ADJUSTED
 CJ4199  ______________________________________________________________________
 CJ4199  GEOID HEIGHT    -        -31.538 (meters)                     GEOID18
 CJ4199  DYNAMIC HEIGHT  -        309.775 (meters)     1016.32  (feet) COMP
 CJ4199  MODELED GRAVITY -    980,485.7   (mgal)                       NAVD 88
 CJ4199
 CJ4199  VERT ORDER      -  SECOND    CLASS I
 CJ4199
 CJ4199.The horizontal coordinates were determined by differentially corrected
 CJ4199.hand held GPS observations or other comparable positioning techniques
 CJ4199.and have an estimated accuracy of +/- 3 meters.
 CJ4199
 CJ4199.The orthometric height was determined by differential leveling and
 CJ4199.adjusted by the WI DEPT OF TRANSP
 CJ4199.in May 2012.
 CJ4199
 CJ4199.Significant digits in the geoid height do not necessarily reflect accuracy.
 CJ4199.GEOID18 height accuracy estimate available here.
 CJ4199
 CJ4199.Click photographs - Photos may exist for this station.
 CJ4199
 CJ4199.The dynamic height is computed by dividing the NAVD 88
 CJ4199.geopotential number by the normal gravity value computed on the
 CJ4199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ4199.degrees latitude (g = 980.6199 gals.).
 CJ4199
 CJ4199.The modeled gravity was interpolated from observed gravity values.
 CJ4199
 CJ4199;                    North         East    Units  Estimated Accuracy
 CJ4199;SPC WI C     -    96,202.1     507,641.3     MT  (+/- 3 meters HH1 GPS) 
 CJ4199
 CJ4199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4537450499(NAD 83)
 CJ4199
 CJ4199                          SUPERSEDED SURVEY CONTROL
 CJ4199
 CJ4199  NAVD 88 (07/08/08)  309.800  (m)         1016.40   (f) SUPERSEDED  2 1
 CJ4199
 CJ4199.Superseded values are not recommended for survey control.
 CJ4199
 CJ4199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ4199.See file dsdata.pdf to determine how the superseded data were derived.
 CJ4199
 CJ4199_MARKER: DR = REFERENCE MARK DISK
 CJ4199_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 CJ4199_STAMPING: AUGUSTA NO 1 1967
 CJ4199_MARK LOGO: USGS
 CJ4199_PROJECTION: FLUSH
 CJ4199_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ4199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CJ4199+STABILITY: SURFACE MOTION
 CJ4199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ4199+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2006
 CJ4199
 CJ4199  HISTORY     - Date     Condition        Report By
 CJ4199  HISTORY     - 1967     MONUMENTED       USGS
 CJ4199  HISTORY     - 20060728 GOOD             WIDT
 CJ4199  HISTORY     - 20111026 POOR             WIDT
 CJ4199
 CJ4199                          STATION DESCRIPTION
 CJ4199
 CJ4199'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 CJ4199'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY
 CJ4199'HIGHWAY AF ABOUT 2 MI (3.2 KM) NORTHWEST OF THE CITY OF AUGUSTA, GO
 CJ4199'SOUTH ON COUNTY HIGHWAY AF FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 CJ4199'RIGHT.
 CJ4199'
 CJ4199'THE STATION IS A BRONZE US GEOLOGICAL SURVEY REFERENCE MARK DISK,
 CJ4199'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 CJ4199'THE STATION IS 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF COUNTY
 CJ4199'HIGHWAY AF, 49 M (160.8 FT) NORTH OF A PRIVATE ENTRANCE --S9700--, AND
 CJ4199'0.3 M (1.0 FT) SOUTH OF A METAL WITNESS POST.  ---NOTE---THIS STATION
 CJ4199'IS NOT SUITABLE FOR GPS OBSERVATIONS.
 CJ4199
 CJ4199                          STATION RECOVERY (2011)
 CJ4199
 CJ4199'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 CJ4199'CORRECTION - - STATION IS LOCATED 40 FT WEST (NOT EAST) OF COUNTY
 CJ4199'HIGHWAY AF. NOTE 2 - - MONUMENT IS UNSTABLE AND NOT SUITABLE FOR GPS
 CJ4199'OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0980 ***********************************************************************
 PN0980  DESIGNATION -  AURORA
 PN0980  PID         -  PN0980
 PN0980  STATE/COUNTY-  WI/WAUSHARA
 PN0980  COUNTRY     -  US
 PN0980  USGS QUAD   -  AURORAVILLE (2018)
 PN0980
 PN0980                         *CURRENT SURVEY CONTROL
 PN0980  ______________________________________________________________________
 PN0980* NAD 83(1991) POSITION- 44 01 46.32076(N) 088 54 39.57634(W)   ADJUSTED
 PN0980* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 PN0980  ______________________________________________________________________
 PN0980  GEOID HEIGHT    -        -36.429 (meters)                     GEOID18
 PN0980  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 PN0980  HORZ ORDER      -  FIRST
 PN0980
 PN0980.The horizontal coordinates were established by classical geodetic methods
 PN0980.and adjusted by the National Geodetic Survey in November 1991.
 PN0980
 PN0980.The orthometric height was scaled from a topographic map.
 PN0980
 PN0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0980.GEOID18 height accuracy estimate available here.
 PN0980
 PN0980.Click photographs - Photos may exist for this station.
 PN0980
 PN0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0980
 PN0980. The following values were computed from the NAD 83(1991) position.
 PN0980
 PN0980;                    North         East     Units Scale Factor Converg.
 PN0980;SPC WI S     -   226,038.650   687,298.611   MT  0.99999267   +0 44 53.7
 PN0980;SPC WI S     -   741,595.14  2,254,912.19   sFT  0.99999267   +0 44 53.7
 PN0980;UTM  16      - 4,876,928.378   346,862.814   MT  0.99988843   -1 19 42.4
 PN0980
 PN0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0980!SPC WI S     -   0.99996573  x   0.99999267  =   0.99995840
 PN0980!UTM  16      -   0.99996573  x   0.99988843  =   0.99985417
 PN0980
 PN0980:                Primary Azimuth Mark                     Grid Az
 PN0980:SPC WI S     -  AURORA AZ MK                             111 02 18.2
 PN0980:UTM  16      -  AURORA AZ MK                             113 06 54.3
 PN0980
 PN0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4686276928(NAD 83)
 PN0980
 PN0980|---------------------------------------------------------------------|
 PN0980| PID    Reference Object                     Distance      Geod. Az  |
 PN0980|                                                           dddmmss.s |
 PN0980| CJ4202 AURORA RM 1                          29.152 METERS 08807     |
 PN0980| CJ4201 AURORA AZ MK                                       1114711.9 |
 PN0980| OM0977 BERLIN CARNATION CO STACK           APPROX. 7.9 KM 1972537.2 |
 PN0980| OM0976 BERLIN ST STANISLAUS CATH CH        APPROX. 7.1 KM 2035522.1 |
 PN0980| CJ4203 AURORA RM 2                          31.367 METERS 26925     |
 PN0980|---------------------------------------------------------------------|
 PN0980
 PN0980                          SUPERSEDED SURVEY CONTROL
 PN0980
 PN0980  NAD 83(1986)-  44 01 46.31657(N)    088 54 39.58100(W) AD(       ) 1
 PN0980  NAD 27      -  44 01 46.39200(N)    088 54 39.17100(W) AD(       ) 1
 PN0980
 PN0980.Superseded values are not recommended for survey control.
 PN0980
 PN0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0980.See file dsdata.pdf to determine how the superseded data were derived.
 PN0980
 PN0980_MARKER: DS = TRIANGULATION STATION DISK
 PN0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0980_STAMPING: AURORA 1954
 PN0980_MARK LOGO: CGS
 PN0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0980+STABILITY: SURFACE MOTION
 PN0980
 PN0980  HISTORY     - Date     Condition        Report By
 PN0980  HISTORY     - 1954     MONUMENTED       CGS
 PN0980  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0980
 PN0980                          STATION DESCRIPTION
 PN0980
 PN0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0980'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF OMRO AND 4-1/2
 PN0980'MILES NORTH-NORTHEAST OF BERLIN.  IT IS 10 FEET EAST OF A WITNESS
 PN0980'POST AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES
 PN0980'AND THE DISK IS STAMPED AURORA 1954.
 PN0980'
 PN0980'REFERENCE MARK NO 2 IS 45 FEET EAST OF A FENCELINE AND 42 FEET
 PN0980'SOUTHEAST OF A 10 INCH BLACK OAK TREE.  THE MARK PROJECTS 6
 PN0980'INCHES AND THE DISK IS STAMPED AURORA NO 2 1954.
 PN0980'
 PN0980'REFERENCE MARK NO 1 IS 1 FOOT SOUTH OF A FENCE.  THE MARK
 PN0980'PROJECTS 6 INCHES AND THE DISK IS STAMPED AURORA NO 1 1954.
 PN0980'
 PN0980'AZIMUTH MARK IS 40 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY
 PN0980'ROUTE X, 24 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVEL
 PN0980'ROAD, 6 FEET EAST OF A FENCE-CORNER AND 4 FEET WEST OF A WITNESS
 PN0980'POST.
 PN0980'
 PN0980'TO REACH FROM THE JUNCTION OF STATE ROUTE 116 AND 49 AT THE
 PN0980'EAST EDGE OF BERLIN, GO WEST ON STATE ROUTE 49 FOR 0.7 MILE TO THE
 PN0980'JUNCTION OF COUNTY ROUTE F AND STATE ROUTE 49.  TURN RIGHT (NORTH)
 PN0980'ON STATE ROUTE 49 FOR 5.45 MILES TO THE JUNCTION OF STATE
 PN0980'ROUTE 49 AND 21, TURN RIGHT (EAST) ON STATE ROUTE 21 FOR 4.4
 PN0980'MILES TO THE JUNCTION OF COUNTY ROUTE X, TURN RIGHT (SOUTH) ON
 PN0980'COUNTY ROUTE X FOR 1.4 MILES TO A CROSSROADS.  THE AZIMUTH MARK
 PN0980'IS IN THE SOUTHEAST CORNER OF THE CROSSROADS.  TURN RIGHT
 PN0980'(WEST) AT THE CROSSROADS FOR 0.4 MILE TO A FARM DRIVE ON THE
 PN0980'RIGHT.  TURN RIGHT (NORTH) ON THE FARM DRIVE AND FOLLOW THE FARM
 PN0980'DRIVE LEADING TO THE WEST SIDE OF A BARN TO A GATE, CONTINUE
 PN0980'THROUGH THE GATE AND TURN SHARP LEFT (WEST) FOR 0.05 MILE TO A
 PN0980'GRAVEL PIT.  HERE TURN RIGHT (NORTH) AND CROSS A FIELD FOR 0.2
 PN0980'MILE TO THE STATION IN A FENCELINE.
 PN0980'
 PN0980'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 PN0980
 PN0980                          STATION RECOVERY (2004)
 PN0980
 PN0980'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0980'THE STATION AND REFERENCE MARKS WERE NOT FOUND.  NOTE-- THE CROSSROAD
 PN0980'REFERENCED IN THE 1954 DESCRIPTION IS CUMBERLAND AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7407 ***********************************************************************
 DE7407  DESIGNATION -  AURORA C GPS
 DE7407  PID         -  DE7407
 DE7407  STATE/COUNTY-  WI/WAUSHARA
 DE7407  COUNTRY     -  US
 DE7407  USGS QUAD   -  AURORAVILLE (2018)
 DE7407
 DE7407                         *CURRENT SURVEY CONTROL
 DE7407  ______________________________________________________________________
 DE7407* NAD 83(2011) POSITION- 44 01 37.01382(N) 088 57 15.57888(W)   ADJUSTED
 DE7407* NAD 83(2011) ELLIP HT-   202.982 (meters)        (06/27/12)   ADJUSTED
 DE7407* NAD 83(2011) EPOCH   -  2010.00
 DE7407* NAVD 88 ORTHO HEIGHT -   239.403 (meters)      785.44  (feet) ADJUSTED
 DE7407  ______________________________________________________________________
 DE7407  GEOID HEIGHT    -        -36.413 (meters)                     GEOID18
 DE7407  NAD 83(2011) X  -     83,829.453 (meters)                     COMP
 DE7407  NAD 83(2011) Y  - -4,592,776.803 (meters)                     COMP
 DE7407  NAD 83(2011) Z  -  4,410,386.108 (meters)                     COMP
 DE7407  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 DE7407  DYNAMIC HEIGHT  -        239.353 (meters)      785.28  (feet) COMP
 DE7407  MODELED GRAVITY -    980,404.4   (mgal)                       NAVD 88
 DE7407
 DE7407  VERT ORDER      -  SECOND    CLASS I
 DE7407
 DE7407  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7407  Standards:
 DE7407         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7407            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7407  -------------------------------------------------------------------
 DE7407  NETWORK    0.29   0.31           0.13   0.10   0.16     -0.02002644
 DE7407  -------------------------------------------------------------------
 DE7407  Click here for local accuracies and other accuracy information.
 DE7407
 DE7407.The horizontal coordinates were established by GPS observations
 DE7407.and adjusted by the National Geodetic Survey in June 2012.
 DE7407
 DE7407.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7407.been affixed to the stable North American tectonic plate. See 
 DE7407.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7407
 DE7407.The horizontal coordinates are valid at the epoch date displayed above
 DE7407.which is a decimal equivalence of Year/Month/Day.
 DE7407
 DE7407.The orthometric height was determined by differential leveling and
 DE7407.adjusted by the WI DEPT OF TRANSP
 DE7407.in May 2012.
 DE7407
 DE7407.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7407.GEOID18 height accuracy estimate available here.
 DE7407
 DE7407.Click photographs - Photos may exist for this station.
 DE7407
 DE7407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7407
 DE7407.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7407
 DE7407.The ellipsoidal height was determined by GPS observations
 DE7407.and is referenced to NAD 83.
 DE7407
 DE7407.The dynamic height is computed by dividing the NAVD 88
 DE7407.geopotential number by the normal gravity value computed on the
 DE7407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7407.degrees latitude (g = 980.6199 gals.).
 DE7407
 DE7407.The modeled gravity was interpolated from observed gravity values.
 DE7407
 DE7407. The following values were computed from the NAD 83(2011) position.
 DE7407
 DE7407;                    North         East     Units Scale Factor Converg.
 DE7407;SPC WI S     -   225,706.955   683,828.590   MT  0.99999217   +0 43 06.5
 DE7407;SPC WI S     -   740,506.90  2,243,527.63   sFT  0.99999217   +0 43 06.5
 DE7407;UTM  16      - 4,876,722.676   343,383.390   MT  0.99990169   -1 21 30.7
 DE7407
 DE7407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7407!SPC WI S     -   0.99996817  x   0.99999217  =   0.99996034
 DE7407!UTM  16      -   0.99996817  x   0.99990169  =   0.99986987
 DE7407
 DE7407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4338376722(NAD 83)
 DE7407
 DE7407                          SUPERSEDED SURVEY CONTROL
 DE7407
 DE7407  NAD 83(2007)-  44 01 37.01388(N)    088 57 15.57966(W) AD(2002.00) 0
 DE7407  ELLIP H (02/10/07)  203.018  (m)                       GP(2002.00)    
 DE7407  NAD 83(1997)-  44 01 37.01380(N)    088 57 15.57981(W) AD(       ) 1
 DE7407  ELLIP H (06/11/03)  203.024  (m)                       GP(       ) 3 1
 DE7407  NAVD 88             239.38   (m)          785.4    (f) LEVELING    3  
 DE7407  NAVD 88 (04/20/07)  239.379  (m)          785.36   (f) SUPERSEDED  2 1
 DE7407  NAVD 88             239.37   (m)          785.3    (f) LEVELING    3  
 DE7407  NAVD 88 (05/16/03)  239.365  (m)          785.32   (f) SUPERSEDED  2 1
 DE7407
 DE7407.Superseded values are not recommended for survey control.
 DE7407
 DE7407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7407.See file dsdata.pdf to determine how the superseded data were derived.
 DE7407
 DE7407_MARKER: DD = SURVEY DISK
 DE7407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7407_STAMPING: AURORA C GPS
 DE7407_MARK LOGO: WIDT
 DE7407_PROJECTION: FLUSH
 DE7407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7407+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 DE7407
 DE7407  HISTORY     - Date     Condition        Report By
 DE7407  HISTORY     - 1994     MONUMENTED       WI-137
 DE7407  HISTORY     - 20001011 GOOD             WIDT
 DE7407  HISTORY     - 2004     GOOD             WIDT
 DE7407  HISTORY     - 20040102 GOOD             USPSQD
 DE7407  HISTORY     - 20050607 GOOD             WIDT
 DE7407  HISTORY     - 20060813 GOOD             USPSQD
 DE7407
 DE7407                          STATION DESCRIPTION
 DE7407
 DE7407'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7407'THE STATION IS LOCATED ABOUT 34 KM WEST OF OSHKOSH, 11 KM
 DE7407'EAST-SOUTHEAST OF REDGRANITE, AND 6 KM NORTH OF BERLIN.
 DE7407'OWNERSHIP--TOWN OF AURORA.  TO REACH THE STATION FROM THE JUNCTION OF
 DE7407'STATE HIGHWAY 21 WITH STATE HIGHWAY 49 ABOUT 8 KM NORTH OF THE CITY
 DE7407'OF BERLIN, GO SOUTH ON STATE HIGHWAY 49 FOR 2.3 KM TO CUMBERLAND
 DE7407'AVENUE ON THE LEFT, TURN LEFT AND GO EAST ON CUMBERLAND AVENUE FOR
 DE7407'1.0 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7407'DEPARTMENT OF TRANSPORTATION GPS GEODETIC CONTROL STATION DISK SET IN
 DE7407'THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND
 DE7407'ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE STATION IS 7.6 M NORTH OF
 DE7407'THE CENTERLINE OF CUMBERLAND AVENUE, 23.7 M NORTHWEST OF POWER POLE
 DE7407'--18-13-21 33/52--, 18 M EAST OF THE CENTERLINE OF A FIELD ENTRANCE,
 DE7407'2 M SOUTH OF A CULTIVATED FIELD, AND 0.5 M NORTH OF WHITE PLASTIC
 DE7407'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7407'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7407
 DE7407                          STATION RECOVERY (2004)
 DE7407
 DE7407'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DE7407'RECOVERED AS DESCRIBED.
 DE7407
 DE7407                          STATION RECOVERY (2004)
 DE7407
 DE7407'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7407'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DE7407'TRIANGLE FORMED BY THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 DE7407
 DE7407                          STATION RECOVERY (2005)
 DE7407
 DE7407'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7407'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 4.3 M EAST OF THE
 DE7407'EXTENDED CENTERLINE OF THE DRIVEWAY TO THE RESIDENCE AT --W1415--, 0.5
 DE7407'M NORTH OF A WHITE PLASTIC WITNESS POST, AND 1 M NORTH, 1 M SOUTHEAST,
 DE7407'AND 1 M SOUTHWEST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DE7407
 DE7407                          STATION RECOVERY (2006)
 DE7407
 DE7407'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7407'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7406 ***********************************************************************
 DE7406  DESIGNATION -  AURORA C GPS AZ MK
 DE7406  PID         -  DE7406
 DE7406  STATE/COUNTY-  WI/WAUSHARA
 DE7406  COUNTRY     -  US
 DE7406  USGS QUAD   -  AURORAVILLE (2018)
 DE7406
 DE7406                         *CURRENT SURVEY CONTROL
 DE7406  ______________________________________________________________________
 DE7406* NAD 83(1986) POSITION- 44 01 36.7    (N) 088 56 51.5    (W)   HD_HELD2
 DE7406* NAVD 88 ORTHO HEIGHT -   236.393 (meters)      775.57  (feet) ADJUSTED
 DE7406  ______________________________________________________________________
 DE7406  GEOID HEIGHT    -        -36.416 (meters)                     GEOID18
 DE7406  DYNAMIC HEIGHT  -        236.343 (meters)      775.40  (feet) COMP
 DE7406  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 DE7406
 DE7406  VERT ORDER      -  SECOND    CLASS I
 DE7406
 DE7406.The horizontal coordinates were established by autonomous hand held GPS
 DE7406.observations and have an estimated accuracy of +/- 10 meters.
 DE7406
 DE7406.The orthometric height was determined by differential leveling and
 DE7406.adjusted by the WI DEPT OF TRANSP
 DE7406.in May 2012.
 DE7406
 DE7406.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7406.GEOID18 height accuracy estimate available here.
 DE7406
 DE7406.Click photographs - Photos may exist for this station.
 DE7406
 DE7406.The dynamic height is computed by dividing the NAVD 88
 DE7406.geopotential number by the normal gravity value computed on the
 DE7406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7406.degrees latitude (g = 980.6199 gals.).
 DE7406
 DE7406.The modeled gravity was interpolated from observed gravity values.
 DE7406
 DE7406;                    North         East    Units  Estimated Accuracy
 DE7406;SPC WI S     -   225,704.      684,365.      MT  (+/- 10 meters HH2 GPS)
 DE7406
 DE7406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4391976700(NAD 83)
 DE7406
 DE7406                          SUPERSEDED SURVEY CONTROL
 DE7406
 DE7406  NAVD 88 (04/20/07)  236.368  (m)          775.48   (f) SUPERSEDED  2 1
 DE7406  NAVD 88 (05/16/03)  236.354  (m)          775.44   (f) SUPERSEDED  2 1
 DE7406
 DE7406.Superseded values are not recommended for survey control.
 DE7406
 DE7406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7406.See file dsdata.pdf to determine how the superseded data were derived.
 DE7406
 DE7406_MARKER: DZ = AZIMUTH MARK DISK
 DE7406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7406_STAMPING: AURORA C GPS
 DE7406_MARK LOGO: WIDT
 DE7406_PROJECTION: FLUSH
 DE7406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7406+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 DE7406
 DE7406  HISTORY     - Date     Condition        Report By
 DE7406  HISTORY     - 1994     MONUMENTED       WI-137
 DE7406  HISTORY     - 20001010 GOOD             WIDT
 DE7406  HISTORY     - 20040102 GOOD             USPSQD
 DE7406  HISTORY     - 20050613 GOOD             WIDT
 DE7406  HISTORY     - 20060813 GOOD             USPSQD
 DE7406
 DE7406                          STATION DESCRIPTION
 DE7406
 DE7406'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7406'THE STATION IS LOCATED ABOUT 34 KM WEST OF OSHKOSH, 11 KM
 DE7406'EAST-SOUTHEAST OF REDGRANITE AND 6 KM NORTH OF BERLIN.
 DE7406'OWNERSHIP--TOWN OF AURORA.  TO REACH THE STATION FROM THE JUNCTION OF
 DE7406'STATE HIGHWAY 21 WITH STATE HIGHWAY 49 ABOUT 8 KM NORTH OF THE CITY
 DE7406'OF BERLIN, GO SOUTH ON STATE HIGHWAY 49 FOR 2.3 KM TO CUMBERLAND
 DE7406'AVENUE ON THE LEFT, TURN LEFT AND GO EAST ON CUMBERLAND AVENUE FOR
 DE7406'1.5 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DE7406'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY AZIMUTH MARK
 DE7406'DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DE7406'OF 1.8 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.4
 DE7406'M SOUTH OF THE CENTERLINE OF CUMBERLAND AVENUE, 67 M WEST OF THE
 DE7406'EXTENDED CENTERLINE OF 34TH AVENUE, 31 M EAST OF THE EXTENDED
 DE7406'CENTERLINE OF PRIVATE ENTRANCE --W 1234--, 21.6 M WEST OF POWER POLE
 DE7406'--18-13-21 50/52--, 1 M NORTH OF A CULTIVATED FIELD, AND 0.5 M NORTH
 DE7406'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7406'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7406'HORIZON.
 DE7406
 DE7406                          STATION RECOVERY (2004)
 DE7406
 DE7406'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7406'RECOVERED IN GOOD CONDITION.
 DE7406
 DE7406                          STATION RECOVERY (2005)
 DE7406
 DE7406'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7406'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS RECESSED 10 CM
 DE7406'BELOW GROUND LEVEL AND IS 0.5 M NORTH, 1.0 M SOUTHWEST, AND 1.0 M
 DE7406'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.   NOTE-- THE ADDRESS
 DE7406'OF THE PRIVATE ENTRANCE IS --W1324-- (NOT W1234).
 DE7406
 DE7406                          STATION RECOVERY (2006)
 DE7406
 DE7406'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4979 ***********************************************************************
 DQ4979  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4979  DESIGNATION -  AURORA GPS
 DQ4979  PID         -  DQ4979
 DQ4979  STATE/COUNTY-  WI/FLORENCE
 DQ4979  COUNTRY     -  US
 DQ4979  USGS QUAD   -  IRON MOUNTAIN (2017)
 DQ4979
 DQ4979                         *CURRENT SURVEY CONTROL
 DQ4979  ______________________________________________________________________
 DQ4979* NAD 83(2011) POSITION- 45 47 04.33501(N) 088 07 00.47885(W)   ADJUSTED
 DQ4979* NAD 83(2011) ELLIP HT-   322.286 (meters)        (04/14/17)   ADJUSTED
 DQ4979* NAD 83(2011) EPOCH   -  2010.00
 DQ4979* NAVD 88 ORTHO HEIGHT -   356.66  (meters)     1170.1   (feet) GPS OBS
 DQ4979  ______________________________________________________________________
 DQ4979  GEOID HEIGHT    -        -34.368 (meters)                     GEOID18
 DQ4979  NAD 83(2011) X  -    146,425.121 (meters)                     COMP
 DQ4979  NAD 83(2011) Y  - -4,453,334.064 (meters)                     COMP
 DQ4979  NAD 83(2011) Z  -  4,548,810.161 (meters)                     COMP
 DQ4979  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 DQ4979
 DQ4979  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4979  Standards:
 DQ4979         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4979            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4979  -------------------------------------------------------------------
 DQ4979  NETWORK    0.52   0.71           0.24   0.18   0.36     -0.06950902
 DQ4979  -------------------------------------------------------------------
 DQ4979  Click here for local accuracies and other accuracy information.
 DQ4979
 DQ4979.The horizontal coordinates were established by GPS observations
 DQ4979.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4979
 DQ4979.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4979.been affixed to the stable North American tectonic plate. See 
 DQ4979.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4979
 DQ4979.The horizontal coordinates are valid at the epoch date displayed above
 DQ4979.which is a decimal equivalence of Year/Month/Day.
 DQ4979
 DQ4979.The orthometric height was determined by GPS observations and a
 DQ4979.high-resolution geoid model using precise GPS observation and
 DQ4979.processing techniques.
 DQ4979
 DQ4979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4979.GEOID18 height accuracy estimate available here.
 DQ4979
 DQ4979.Click photographs - Photos may exist for this station.
 DQ4979
 DQ4979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4979
 DQ4979.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4979
 DQ4979.The ellipsoidal height was determined by GPS observations
 DQ4979.and is referenced to NAD 83.
 DQ4979
 DQ4979. The following values were computed from the NAD 83(2011) position.
 DQ4979
 DQ4979;                    North         East     Units Scale Factor Converg.
 DQ4979;SPC WI N     -    70,408.336   746,425.635   MT  0.99996759   +1 21 30.5
 DQ4979;SPC WI N     -   230,998.02  2,448,898.10   sFT  0.99996759   +1 21 30.5
 DQ4979;UTM  16      - 5,070,715.009   413,188.716   MT  0.99969265   -0 48 01.7
 DQ4979
 DQ4979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4979!SPC WI N     -   0.99994948  x   0.99996759  =   0.99991707
 DQ4979!UTM  16      -   0.99994948  x   0.99969265  =   0.99964214
 DQ4979
 DQ4979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1318870715(NAD 83)
 DQ4979
 DQ4979                          SUPERSEDED SURVEY CONTROL
 DQ4979
 DQ4979.No superseded survey control is available for this station.
 DQ4979
 DQ4979_MARKER: DD = SURVEY DISK
 DQ4979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4979_STAMPING: AURORA GPS 2012
 DQ4979_MARK LOGO: WIDT
 DQ4979_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ4979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4979+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4979
 DQ4979  HISTORY     - Date     Condition        Report By
 DQ4979  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4979  HISTORY     - 20150201 GOOD             WIDT
 DQ4979
 DQ4979                          STATION DESCRIPTION
 DQ4979
 DQ4979'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4979'THE STATION IS APPROXIMATELY 11.0 MI (17.7 KM) SOUTHEAST OF FLORENCE,
 DQ4979'7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF SPREAD EAGLE, AND 3.0 MI (4.8 KM)
 DQ4979'SOUTHWEST OF IRON MOUNTAIN.
 DQ4979'
 DQ4979'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DQ4979'HIGHWAY B, ABOUT 0.4 MI (0.6 KM) WEST OF THE COMMUNITY OF AURORA, GO
 DQ4979'WEST ON COUNTY HIGHWAY N FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DQ4979'LEFT.
 DQ4979'
 DQ4979'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4979'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4979'INCHES) DIAMETER CONCRETE POST, ABOUT 0.8 M (2.6 FT) LOWER THAN THE
 DQ4979'ROAD GRADE.  THE STATION IS 9 M (30 FT) SOUTH OF THE CENTERLINE OF
 DQ4979'COUNTY HIGHWAY N, ABOUT 145 M (480 FT) WEST OF COUNTY HIGHWAY B, 47.8
 DQ4979'M (156.8 FT) SOUTHEAST OF A POWER POLE, 31.5 M (103.3 FT) EAST OF THE
 DQ4979'EXTENDED CENTER OF A DRIVEWAY -W1142-, 31.4 M (103.0 FT) EAST OF
 DQ4979'CENTER OF AN ASPHALT DRIVE LEADING TO LARGE OPEN LOT, 23.2 M (76.1 FT)
 DQ4979'WEST OF THE CENTER OF THE NORTH END OF A LARGE ASPHALT FLUME, AND
 DQ4979'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4
 DQ4979'GUARD POSTS.
 DQ4979'
 DQ4979'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4979'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8455 ***********************************************************************
 DM8455  DESIGNATION -  AURORA N GPS
 DM8455  PID         -  DM8455
 DM8455  STATE/COUNTY-  WI/TAYLOR
 DM8455  COUNTRY     -  US
 DM8455  USGS QUAD   -  GILMAN (2018)
 DM8455
 DM8455                         *CURRENT SURVEY CONTROL
 DM8455  ______________________________________________________________________
 DM8455* NAD 83(2011) POSITION- 45 10 49.58921(N) 090 50 38.24025(W)   ADJUSTED
 DM8455* NAD 83(2011) ELLIP HT-   344.201 (meters)        (04/15/13)   ADJUSTED
 DM8455* NAD 83(2011) EPOCH   -  2010.00
 DM8455* NAVD 88 ORTHO HEIGHT -   375.007 (meters)     1230.34  (feet) ADJUSTED
 DM8455  ______________________________________________________________________
 DM8455  GEOID HEIGHT    -        -30.807 (meters)                     GEOID18
 DM8455  NAD 83(2011) X  -    -66,335.212 (meters)                     COMP
 DM8455  NAD 83(2011) Y  - -4,503,142.951 (meters)                     COMP
 DM8455  NAD 83(2011) Z  -  4,501,749.890 (meters)                     COMP
 DM8455  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DM8455  DYNAMIC HEIGHT  -        374.981 (meters)     1230.25  (feet) COMP
 DM8455  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 DM8455
 DM8455  VERT ORDER      -  SECOND    CLASS I
 DM8455
 DM8455  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8455  Standards:
 DM8455         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8455            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8455  -------------------------------------------------------------------
 DM8455  NETWORK    0.79   1.47           0.35   0.29   0.75      0.03267463
 DM8455  -------------------------------------------------------------------
 DM8455  Click here for local accuracies and other accuracy information.
 DM8455
 DM8455.The horizontal coordinates were established by GPS observations
 DM8455.and adjusted by the National Geodetic Survey in April 2013.
 DM8455
 DM8455.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8455.been affixed to the stable North American tectonic plate. See 
 DM8455.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8455
 DM8455.The horizontal coordinates are valid at the epoch date displayed above
 DM8455.which is a decimal equivalence of Year/Month/Day.
 DM8455
 DM8455.The orthometric height was determined by differential leveling and
 DM8455.adjusted by the WI DEPT OF TRANSP
 DM8455.in May 2012.
 DM8455
 DM8455.No vertical observational check was made to the station.
 DM8455
 DM8455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8455.GEOID18 height accuracy estimate available here.
 DM8455
 DM8455.Click photographs - Photos may exist for this station.
 DM8455
 DM8455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8455
 DM8455.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8455
 DM8455.The ellipsoidal height was determined by GPS observations
 DM8455.and is referenced to NAD 83.
 DM8455
 DM8455.The dynamic height is computed by dividing the NAVD 88
 DM8455.geopotential number by the normal gravity value computed on the
 DM8455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8455.degrees latitude (g = 980.6199 gals.).
 DM8455
 DM8455.The modeled gravity was interpolated from observed gravity values.
 DM8455
 DM8455. The following values were computed from the NAD 83(2011) position.
 DM8455
 DM8455;                    North         East     Units Scale Factor Converg.
 DM8455;SPC WI C     -   150,035.857   533,670.156   MT  0.99995478   -0 35 43.7
 DM8455;SPC WI C     -   492,242.64  1,750,882.84   sFT  0.99995478   -0 35 43.7
 DM8455;UTM  15      - 5,005,256.767   669,394.874   MT  0.99995283   +1 31 47.0
 DM8455
 DM8455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8455!SPC WI C     -   0.99994604  x   0.99995478  =   0.99990082
 DM8455!UTM  15      -   0.99994604  x   0.99995283  =   0.99989887
 DM8455
 DM8455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6939405256(NAD 83)
 DM8455
 DM8455                          SUPERSEDED SURVEY CONTROL
 DM8455
 DM8455  NAD 83(2007)-  45 10 49.58921(N)    090 50 38.24080(W) AD(2002.00) 1
 DM8455  ELLIP H (04/06/12)  344.224  (m)                       GP(2002.00) 1 1
 DM8455  NAVD 88             375.01   (m)         1230.3    (f) LEVELING    3  
 DM8455
 DM8455.Superseded values are not recommended for survey control.
 DM8455
 DM8455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8455.See file dsdata.pdf to determine how the superseded data were derived.
 DM8455
 DM8455_MARKER: DD = SURVEY DISK
 DM8455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8455_STAMPING: AURORA N GPS 2006
 DM8455_MARK LOGO: WIDT
 DM8455_PROJECTION: FLUSH
 DM8455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8455+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 DM8455
 DM8455  HISTORY     - Date     Condition        Report By
 DM8455  HISTORY     - 2005     MONUMENTED       WIDT
 DM8455  HISTORY     - 20090805 GOOD             WIDT
 DM8455
 DM8455                          STATION DESCRIPTION
 DM8455
 DM8455'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8455'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WEST WITH
 DM8455'STATE HIGHWAY 73 APPROXIMATELY 1 MI (1.6 KM) EAST OF THE VILLAGE OF
 DM8455'GILMAN, GO WEST ON STATE HIGHWAY 64 FOR 1.2 MI (1.9 KM) TO COUNTY
 DM8455'HIGHWAY B SOUTH AND FIFTH AVENUE.  CONTINUE WEST ON STATE HIGHWAY 64
 DM8455'(MAIN STREET) FOR 1.85 MI (3.0 KM) TO EDDY LANE.  TURN RIGHT AND GO
 DM8455'NORTH ON EDDY LANE FOR 1.21 MI (1.9 KM) TO THE STATION ON THE RIGHT.
 DM8455'
 DM8455'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8455'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8455'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8455'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.
 DM8455'
 DM8455'THE STATION IS 5.2 M (17.1 FT) EAST OF THE CENTERLINE OF EDDY LANE,
 DM8455'0.79 MI (1.3 KM) SOUTH OF MILLER AVENUE, 0.15 MI (0.2 KM) NORTH OF A
 DM8455'PRIVATE ENTRANCE 'N4022', 41.6 M (136.5 FT) NORTH OF THE EXTENDED
 DM8455'CENTERLINE OF A FIELD ENTRANCE, 0.6 M (2.0 FT) WEST OF A BARBED WIRE
 DM8455'FENCE AND 1.0 M (3.3 FT) NORTH AND 1.0 M (3.3 FT) SOUTH OF TWO ORANGE
 DM8455'4X4 PLASTIC GUARD POSTS.
 DM8455'
 DM8455'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8455'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6062 ***********************************************************************
 DF6062  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6062  DESIGNATION -  AURORA S GPS
 DF6062  PID         -  DF6062
 DF6062  STATE/COUNTY-  WI/WAUSHARA
 DF6062  COUNTRY     -  US
 DF6062  USGS QUAD   -  BERLIN (2018)
 DF6062
 DF6062                         *CURRENT SURVEY CONTROL
 DF6062  ______________________________________________________________________
 DF6062* NAD 83(2011) POSITION- 43 59 00.02219(N) 088 54 21.26988(W)   ADJUSTED
 DF6062* NAD 83(2011) ELLIP HT-   214.383 (meters)        (06/27/12)   ADJUSTED
 DF6062* NAD 83(2011) EPOCH   -  2010.00
 DF6062* NAVD 88 ORTHO HEIGHT -   250.77  (meters)      822.7   (feet) GPS OBS
 DF6062  ______________________________________________________________________
 DF6062  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6062  GEOID HEIGHT    -        -36.381 (meters)                     GEOID12A
 DF6062  GEOID HEIGHT    -        -36.380 (meters)                     GEOID18
 DF6062  NAD 83(2011) X  -     87,775.093 (meters)                     COMP
 DF6062  NAD 83(2011) Y  - -4,596,078.279 (meters)                     COMP
 DF6062  NAD 83(2011) Z  -  4,406,908.674 (meters)                     COMP
 DF6062  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 DF6062
 DF6062  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6062  Standards:
 DF6062         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6062            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6062  -------------------------------------------------------------------
 DF6062  NETWORK    0.30   0.31           0.13   0.11   0.16     -0.01106275
 DF6062  -------------------------------------------------------------------
 DF6062  Click here for local accuracies and other accuracy information.
 DF6062
 DF6062.The horizontal coordinates were established by GPS observations
 DF6062.and adjusted by the National Geodetic Survey in June 2012.
 DF6062
 DF6062.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6062.been affixed to the stable North American tectonic plate. See 
 DF6062.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6062
 DF6062.The horizontal coordinates are valid at the epoch date displayed above
 DF6062.which is a decimal equivalence of Year/Month/Day.
 DF6062
 DF6062.The orthometric height was determined by GPS observations and a
 DF6062.high-resolution geoid model using precise GPS observation and
 DF6062.processing techniques.
 DF6062
 DF6062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6062.GEOID18 height accuracy estimate available here.
 DF6062
 DF6062.Click photographs - Photos may exist for this station.
 DF6062
 DF6062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6062
 DF6062.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6062
 DF6062.The ellipsoidal height was determined by GPS observations
 DF6062.and is referenced to NAD 83.
 DF6062
 DF6062. The following values were computed from the NAD 83(2011) position.
 DF6062
 DF6062;                    North         East     Units Scale Factor Converg.
 DF6062;SPC WI S     -   220,911.757   687,773.572   MT  0.99998414   +0 45 06.3
 DF6062;SPC WI S     -   724,774.66  2,256,470.46   sFT  0.99998414   +0 45 06.3
 DF6062;UTM  16      - 4,871,788.161   347,151.698   MT  0.99988735   -1 19 25.7
 DF6062
 DF6062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6062!SPC WI S     -   0.99996638  x   0.99998414  =   0.99995053
 DF6062!UTM  16      -   0.99996638  x   0.99988735  =   0.99985374
 DF6062
 DF6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4715171788(NAD 83)
 DF6062
 DF6062                          SUPERSEDED SURVEY CONTROL
 DF6062
 DF6062  NAD 83(2007)-  43 59 00.02224(N)    088 54 21.27064(W) AD(2002.00) 0
 DF6062  ELLIP H (02/10/07)  214.419  (m)                       GP(2002.00)    
 DF6062  NAD 83(1997)-  43 59 00.02207(N)    088 54 21.27069(W) AD(       ) 1
 DF6062  ELLIP H (06/11/03)  214.422  (m)                       GP(       ) 3 1
 DF6062  NAVD 88 (07/26/07)  250.73   (m)  GEOID03  model used  GPS OBS        
 DF6062  NAVD 88 (06/11/03)  250.71   (m)  GEOID99  model used  GPS OBS        
 DF6062
 DF6062.Superseded values are not recommended for survey control.
 DF6062
 DF6062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6062.See file dsdata.pdf to determine how the superseded data were derived.
 DF6062
 DF6062_MARKER: DD = SURVEY DISK
 DF6062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6062_STAMPING: AURORA S GPS
 DF6062_MARK LOGO: WIDT
 DF6062_PROJECTION: FLUSH
 DF6062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6062+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 DF6062
 DF6062  HISTORY     - Date     Condition        Report By
 DF6062  HISTORY     - 1994     MONUMENTED       WI-137
 DF6062  HISTORY     - 20010102 GOOD             WIDT
 DF6062  HISTORY     - 2004     GOOD             WIDT
 DF6062  HISTORY     - 20040102 GOOD             USPSQD
 DF6062  HISTORY     - 20050607 GOOD             WIDT
 DF6062  HISTORY     - 20060813 GOOD             USPSQD
 DF6062
 DF6062                          STATION DESCRIPTION
 DF6062
 DF6062'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF6062'THE STATION IS LOCATED ABOUT 42 KM SOUTHWEST OF OSHKOSH, 8 KM
 DF6062'SOUTHWEST OF OMRO AND 3 KM NORTHEAST OF BERLIN.  OWNERSHIP--TOWN OF
 DF6062'AURORA.
 DF6062'
 DF6062'TO REACH THE STATION FROM THE JUNCTION OF STATE 49 SOUTH WITH STATE
 DF6062'HIGHWAY 91 IN THE CITY OF BERLIN, GO EAST ON STATE HIGHWAY 91 FOR 3.1
 DF6062'KM TO WILLARD ROAD, TURN LEFT AND GO NORTH ON WILLARD ROAD FOR 1.6 KM
 DF6062'TO WAUSHARA ROAD AND THE STATION ON THE RIGHT.
 DF6062'
 DF6062'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS
 DF6062'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF6062'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE ROAD
 DF6062'PAVEMENT.
 DF6062'
 DF6062'THE STATION IS 8.2 M NORTH OF THE CENTERLINE OF WAUSHARA STREET, 40.3
 DF6062'M WEST OF POWER POLE 18-13-306 2/0, 31 M EAST OF THE CENTERLINE OF
 DF6062'36TH STREET/WILLARD ROAD, 15.7 M EAST OF A WOOD POST FOR A 'STOP'
 DF6062'SIGN, 4 M SOUTH OF A CULTIVATED FIELD, 0.4 M SOUTH OF A WHITE PLASTIC
 DF6062'WITNESS POST, 1.0 M SOUTHEAST, 1.0 M SOUTHWEST, AND 1.0 M NORTH OF
 DF6062'THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6062'
 DF6062'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF6062'DEGREES ABOVE THE HORIZON EXCEPT FOR POWERLINES DIRECTLY ABOVE THE
 DF6062'STATION.
 DF6062
 DF6062                          STATION RECOVERY (2004)
 DF6062
 DF6062'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF6062'RECOVERED AS DESCRIBED.
 DF6062
 DF6062                          STATION RECOVERY (2004)
 DF6062
 DF6062'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF6062'RECOVERED IN GOOD CONDITION.  NOTE-- WILLARD ROAD IN WINNEBAGO COUNTY
 DF6062'IS NAMED 36TH ROAD.
 DF6062
 DF6062                          STATION RECOVERY (2005)
 DF6062
 DF6062'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6062'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS RECESSED 13 CM
 DF6062'BELOW GROUND LEVEL.
 DF6062
 DF6062                          STATION RECOVERY (2006)
 DF6062
 DF6062'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF6062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7333 ***********************************************************************
 DN7333  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7333  DESIGNATION -  AURORA W GPS
 DN7333  PID         -  DN7333
 DN7333  STATE/COUNTY-  WI/TAYLOR
 DN7333  COUNTRY     -  US
 DN7333  USGS QUAD   -  HURON (2018)
 DN7333
 DN7333                         *CURRENT SURVEY CONTROL
 DN7333  ______________________________________________________________________
 DN7333* NAD 83(2011) POSITION- 45 07 09.12432(N) 090 54 43.96119(W)   ADJUSTED
 DN7333* NAD 83(2011) ELLIP HT-   330.051 (meters)        (04/15/13)   ADJUSTED
 DN7333* NAD 83(2011) EPOCH   -  2010.00
 DN7333* NAVD 88 ORTHO HEIGHT -   361.02  (meters)     1184.4   (feet) GPS OBS
 DN7333  ______________________________________________________________________
 DN7333  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7333  GEOID HEIGHT    -        -30.976 (meters)                     GEOID12A
 DN7333  GEOID HEIGHT    -        -30.965 (meters)                     GEOID18
 DN7333  NAD 83(2011) X  -    -71,776.370 (meters)                     COMP
 DN7333  NAD 83(2011) Y  - -4,507,875.475 (meters)                     COMP
 DN7333  NAD 83(2011) Z  -  4,496,939.695 (meters)                     COMP
 DN7333  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 DN7333
 DN7333  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7333  Standards:
 DN7333         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7333            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7333  -------------------------------------------------------------------
 DN7333  NETWORK    0.67   1.29           0.30   0.24   0.66      0.09675224
 DN7333  -------------------------------------------------------------------
 DN7333  Click here for local accuracies and other accuracy information.
 DN7333
 DN7333.The horizontal coordinates were established by GPS observations
 DN7333.and adjusted by the National Geodetic Survey in April 2013.
 DN7333
 DN7333.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7333.been affixed to the stable North American tectonic plate. See 
 DN7333.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7333
 DN7333.The horizontal coordinates are valid at the epoch date displayed above
 DN7333.which is a decimal equivalence of Year/Month/Day.
 DN7333
 DN7333.The orthometric height was determined by GPS observations and a
 DN7333.high-resolution geoid model using precise GPS observation and
 DN7333.processing techniques.
 DN7333
 DN7333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7333.GEOID18 height accuracy estimate available here.
 DN7333
 DN7333.Click photographs - Photos may exist for this station.
 DN7333
 DN7333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7333
 DN7333.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7333
 DN7333.The ellipsoidal height was determined by GPS observations
 DN7333.and is referenced to NAD 83.
 DN7333
 DN7333. The following values were computed from the NAD 83(2011) position.
 DN7333
 DN7333;                    North         East     Units Scale Factor Converg.
 DN7333;SPC WI C     -   143,288.703   528,229.426   MT  0.99994968   -0 38 37.1
 DN7333;SPC WI C     -   470,106.35  1,733,032.71   sFT  0.99994968   -0 38 37.1
 DN7333;UTM  15      - 4,998,312.650   664,208.030   MT  0.99993156   +1 28 46.9
 DN7333
 DN7333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7333!SPC WI C     -   0.99994826  x   0.99994968  =   0.99989794
 DN7333!UTM  15      -   0.99994826  x   0.99993156  =   0.99987982
 DN7333
 DN7333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6420898312(NAD 83)
 DN7333
 DN7333                          SUPERSEDED SURVEY CONTROL
 DN7333
 DN7333  NAD 83(2007)-  45 07 09.12438(N)    090 54 43.96170(W) AD(2002.00) 1
 DN7333  ELLIP H (04/06/12)  330.073  (m)                       GP(2002.00) 1 1
 DN7333
 DN7333.Superseded values are not recommended for survey control.
 DN7333
 DN7333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7333.See file dsdata.pdf to determine how the superseded data were derived.
 DN7333
 DN7333_MARKER: DD = SURVEY DISK
 DN7333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7333_STAMPING: AURORA W GPS 2006
 DN7333_MARK LOGO: WIDT
 DN7333_PROJECTION: FLUSH
 DN7333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7333+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2009
 DN7333
 DN7333  HISTORY     - Date     Condition        Report By
 DN7333  HISTORY     - 2005     MONUMENTED       WIDT
 DN7333  HISTORY     - 20090812 GOOD             WIDT
 DN7333
 DN7333                          STATION DESCRIPTION
 DN7333
 DN7333'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN7333'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 EAST WITH
 DN7333'STATE HIGHWAY 73 NORTH AND WEST APPROXIMATELY 4.1 MI (6.6 KM)
 DN7333'NORTHWEST OF THE VILLAGE OF LUBLIN, GO WEST ON STATE HIGHWAY 73 FOR
 DN7333'0.8 MI (1.3 KM) TO STATE HIGHWAY 73 CURVING LEFT AND COUNTY HIGHWAY
 DN7333'SOUTH AHEAD, GO WEST ON COUNTY HIGHWAY SOUTH FOR 4.9 MI (7.9 KM) TO
 DN7333'RIVER ROAD RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY SOUTH FOR 0.84 MI
 DN7333'(1.4 KM) TO THE STATION ON THE LEFT.
 DN7333'
 DN7333'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7333'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN7333'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7333'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN7333'PAVEMENT.
 DN7333'
 DN7333'THE STATION IS 14.7 M (48.2 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DN7333'HIGHWAY SOUTH, 0.56 MI (0.9 KM) EAST OF COUNTY HIGHWAY H, 74.5 M
 DN7333'(244.4 FT) SOUTHEAST OF POWER POLE -407- STRAPPED TO A SHORTER POLE,
 DN7333'64.0 M (210.0 FT) SOUTHWEST OF POWER POLE -408-, 18.1 M (59.4 FT) EAST
 DN7333'OF A POWER POLE, 1.4 M (4.6 FT) NORTH OF A BARBED WIRE FENCE AND IS 1
 DN7333'M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DN7333'STATION.
 DN7333'
 DN7333'NOTE-EXCEPT FOR A SINGLE POWER POLE, THIS STATION HAS NO VISIBLE
 DN7333'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0880 ***********************************************************************
 PN0880  DESIGNATION -  AUSTIN
 PN0880  PID         -  PN0880
 PN0880  STATE/COUNTY-  WI/BROWN
 PN0880  COUNTRY     -  US
 PN0880  USGS QUAD   -  ONEIDA NORTH (2018)
 PN0880
 PN0880                         *CURRENT SURVEY CONTROL
 PN0880  ______________________________________________________________________
 PN0880* NAD 83(1991) POSITION- 44 31 10.48423(N) 088 10 08.11769(W)   ADJUSTED
 PN0880* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 PN0880  ______________________________________________________________________
 PN0880  GEOID HEIGHT    -        -36.238 (meters)                     GEOID18
 PN0880  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 PN0880  HORZ ORDER      -  FIRST
 PN0880
 PN0880.The horizontal coordinates were established by classical geodetic methods
 PN0880.and adjusted by the National Geodetic Survey in November 1991.
 PN0880
 PN0880.The orthometric height was scaled from a topographic map.
 PN0880
 PN0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0880.GEOID18 height accuracy estimate available here.
 PN0880
 PN0880.Click photographs - Photos may exist for this station.
 PN0880
 PN0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0880
 PN0880. The following values were computed from the NAD 83(1991) position.
 PN0880
 PN0880;                    North         East     Units Scale Factor Converg.
 PN0880;SPC WI C     -    77,895.393   745,557.957   MT  0.99995996   +1 17 31.1
 PN0880;SPC WI C     -   255,561.80  2,446,051.40   sFT  0.99995996   +1 17 31.1
 PN0880;UTM  16      - 4,930,248.429   407,104.350   MT  0.99970612   -0 49 10.7
 PN0880
 PN0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0880!SPC WI C     -   0.99997292  x   0.99995996  =   0.99993288
 PN0880!UTM  16      -   0.99997292  x   0.99970612  =   0.99967905
 PN0880
 PN0880:                Primary Azimuth Mark                     Grid Az
 PN0880:SPC WI C     -  ALICE                                    049 16 23.1
 PN0880:UTM  16      -  ALICE                                    051 23 04.9
 PN0880
 PN0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0710430248(NAD 83)
 PN0880
 PN0880|---------------------------------------------------------------------|
 PN0880| PID    Reference Object                     Distance      Geod. Az  |
 PN0880|                                                           dddmmss.s |
 PN0880| PN0878 ALICE                               APPROX. 0.5 KM 0503354.2 |
 PN0880|---------------------------------------------------------------------|
 PN0880
 PN0880                          SUPERSEDED SURVEY CONTROL
 PN0880
 PN0880  NAD 83(1986)-  44 31 10.47459(N)    088 10 08.10453(W) AD(       ) 1
 PN0880  NAD 27      -  44 31 10.50700(N)    088 10 07.72900(W) AD(       ) 1
 PN0880
 PN0880.Superseded values are not recommended for survey control.
 PN0880
 PN0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0880.See file dsdata.pdf to determine how the superseded data were derived.
 PN0880
 PN0880_MARKER: DE = TRAVERSE STATION DISK
 PN0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0880_STAMPING: AUSTIN 1926
 PN0880_MARK LOGO: CGS
 PN0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0880+STABILITY: SURFACE MOTION
 PN0880
 PN0880  HISTORY     - Date     Condition        Report By
 PN0880  HISTORY     - 1926     MONUMENTED       CGS
 PN0880  HISTORY     - 1930     GOOD             CGS
 PN0880  HISTORY     - 1976     MARK NOT FOUND   ALSTER
 PN0880  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 PN0880  HISTORY     - 20050810 MARK NOT FOUND   WIDT
 PN0880
 PN0880                          STATION DESCRIPTION
 PN0880
 PN0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0880'STATION IS LOCATED ABOUT 2 MILES NE OF THE TOWN OF ONEIDA, ALONG
 PN0880'THE GREEN BAY AND WESTERN RAILWAY.  IT IS ABOUT 150 METERS E OF
 PN0880'THE FIRST MAIN-TRAVELED ROAD BRANCHING OFF TO THE NORTHWARD,
 PN0880'WHICH IS ENCOUNTERED AFTER GOING E FROM ONEIDA ON STATE TRUNK
 PN0880'HIGHWAY 54.  IT IS AT THE EASTERN END OF THE CURVE WHERE THIS
 PN0880'ROAD CROSSES THE TRACK, AND IS AT THE INTERSECTION OF THE
 PN0880'PROLONGATION OF THE N RAIL FROM THE W AND THE S RAIL FROM THE
 PN0880'E.  IT IS ABOUT 25 FEET W OF A SMALL CREEK MARKED C24 ALONG THE
 PN0880'RAILROAD.  IT IS 3.59 METERS (11.78 FEET) N OF THE N RAIL
 PN0880'OF THE RAILROAD.  IT IS 3.59 METERS (11.78 FEET) N OF THE N
 PN0880'RAIL OF THE RAILROAD, AND 11.41 METERS (37.50 FEET) S OF THE N
 PN0880'PROPERTY FENCE OF THE RAILROAD.  (SLOPE DISTANCES).
 PN0880'
 PN0880'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0880'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0880
 PN0880                          STATION RECOVERY (1930)
 PN0880
 PN0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0880'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION IS
 PN0880'ADEQUATE.
 PN0880
 PN0880                          STATION RECOVERY (1976)
 PN0880
 PN0880'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JWM)
 PN0880'A THOUROUGH SEARCH WAS MADE BUT STATION WAS NOT RECOVERED.
 PN0880'
 PN0880'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NE OF ONEIDA.
 PN0880
 PN0880                          STATION RECOVERY (2003)
 PN0880
 PN0880'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0880'MARK NOT FOUND.
 PN0880
 PN0880                          STATION RECOVERY (2005)
 PN0880
 PN0880'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0880'NOT FOUND.  ADD--THE RAILROAD TRACKS HAVE BEEN REMOVED.  TAPED
 PN0880'DIMENSIONS FROM CULVERT AND THE LOCATION OF THE OLD TRACKS PLACE
 PN0880'STATION ON THE SIDE SLOPE OF A DITCH.  NO EVIDENCE OF MONUMENT WAS
 PN0880'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5429 ***********************************************************************
 DN5429  DESIGNATION -  AUSTIN LK 1
 DN5429  PID         -  DN5429
 DN5429  STATE/COUNTY-  WI/BURNETT
 DN5429  COUNTRY     -  US
 DN5429  USGS QUAD   -  WEBSTER (2018)
 DN5429
 DN5429                         *CURRENT SURVEY CONTROL
 DN5429  ______________________________________________________________________
 DN5429* NAD 83(1986) POSITION- 45 53 10.5    (N) 092 16 32.1    (W)   HD_HELD2
 DN5429* NAVD 88 ORTHO HEIGHT -   297.329 (meters)      975.49  (feet) ADJUSTED
 DN5429  ______________________________________________________________________
 DN5429  GEOID HEIGHT    -        -26.807 (meters)                     GEOID18
 DN5429  DYNAMIC HEIGHT  -        297.351 (meters)      975.56  (feet) COMP
 DN5429  MODELED GRAVITY -    980,678.1   (mgal)                       NAVD 88
 DN5429
 DN5429  VERT ORDER      -  SECOND    CLASS I
 DN5429
 DN5429.The horizontal coordinates were established by autonomous hand held GPS
 DN5429.observations and have an estimated accuracy of +/- 10 meters.
 DN5429
 DN5429.The orthometric height was determined by differential leveling and
 DN5429.adjusted by the WI DEPT OF TRANSP
 DN5429.in May 2012.
 DN5429
 DN5429.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5429.GEOID18 height accuracy estimate available here.
 DN5429
 DN5429.Click photographs - Photos may exist for this station.
 DN5429
 DN5429.The dynamic height is computed by dividing the NAVD 88
 DN5429.geopotential number by the normal gravity value computed on the
 DN5429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5429.degrees latitude (g = 980.6199 gals.).
 DN5429
 DN5429.The modeled gravity was interpolated from observed gravity values.
 DN5429
 DN5429;                    North         East    Units  Estimated Accuracy
 DN5429;SPC WI N     -    82,507.      423,397.      MT  (+/- 10 meters HH2 GPS)
 DN5429
 DN5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5620881664(NAD 83)
 DN5429
 DN5429                          SUPERSEDED SURVEY CONTROL
 DN5429
 DN5429.No superseded survey control is available for this station.
 DN5429
 DN5429_MARKER: DB = BENCH MARK DISK
 DN5429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5429_STAMPING: AUSTIN LK 1 2010
 DN5429_MARK LOGO: WI-013
 DN5429_PROJECTION: FLUSH
 DN5429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5429+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5429
 DN5429  HISTORY     - Date     Condition        Report By
 DN5429  HISTORY     - 2010     MONUMENTED       WI-013
 DN5429  HISTORY     - 20110214 GOOD             GEOSPC
 DN5429
 DN5429                          STATION DESCRIPTION
 DN5429
 DN5429'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5429'THE STATION IS LOCATED 4.5 MI (7.2 KM) EAST-NORTHEAST OF WEBSTER, WI.
 DN5429'
 DN5429'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5429'HIGHWAY FF, GO NORTH ON STATE HIGHWAY 35 FOR 0.5 MI (0.8 KM) TO AUSTIN
 DN5429'LAKE ROAD.  TURN RIGHT AND GO EAST ON AUSTIN LAKE ROAD FOR 4.4 MI (7.1
 DN5429'KM) TO THE STATION ON THE RIGHT.
 DN5429'
 DN5429'THE STATION IS LOCATED 20 FT (6.1 M) SOUTH OF EDGE OF PAVEMENT OF
 DN5429'AUSTIN LAKE ROAD, 110 FT (33.5 M) EAST OF PRIVATE ENTRANCE NUMBER
 DN5429''5663-5675' AND 3 FT (0.9 M) NORTH, SOUTHEAST AND SOUTHWEST OF THREE
 DN5429'METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5430 ***********************************************************************
 DN5430  DESIGNATION -  AUSTIN YELLOW
 DN5430  PID         -  DN5430
 DN5430  STATE/COUNTY-  WI/BURNETT
 DN5430  COUNTRY     -  US
 DN5430  USGS QUAD   -  SIREN EAST (2018)
 DN5430
 DN5430                         *CURRENT SURVEY CONTROL
 DN5430  ______________________________________________________________________
 DN5430* NAD 83(1986) POSITION- 45 52 25.98   (N) 092 16 01.34   (W)   HD_HELD1
 DN5430* NAVD 88 ORTHO HEIGHT -   292.915 (meters)      961.01  (feet) ADJUSTED
 DN5430  ______________________________________________________________________
 DN5430  GEOID HEIGHT    -        -26.871 (meters)                     GEOID18
 DN5430  DYNAMIC HEIGHT  -        292.936 (meters)      961.07  (feet) COMP
 DN5430  MODELED GRAVITY -    980,676.1   (mgal)                       NAVD 88
 DN5430
 DN5430  VERT ORDER      -  SECOND    CLASS I
 DN5430
 DN5430.The horizontal coordinates were determined by differentially corrected
 DN5430.hand held GPS observations or other comparable positioning techniques
 DN5430.and have an estimated accuracy of +/- 3 meters.
 DN5430
 DN5430.The orthometric height was determined by differential leveling and
 DN5430.adjusted by the WI DEPT OF TRANSP
 DN5430.in May 2012.
 DN5430
 DN5430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5430.GEOID18 height accuracy estimate available here.
 DN5430
 DN5430.Click photographs - Photos may exist for this station.
 DN5430
 DN5430.The dynamic height is computed by dividing the NAVD 88
 DN5430.geopotential number by the normal gravity value computed on the
 DN5430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5430.degrees latitude (g = 980.6199 gals.).
 DN5430
 DN5430.The modeled gravity was interpolated from observed gravity values.
 DN5430
 DN5430;                    North         East    Units  Estimated Accuracy
 DN5430;SPC WI N     -    81,114.3     424,020.3     MT  (+/- 3 meters HH1 GPS) 
 DN5430
 DN5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5688380296(NAD 83)
 DN5430
 DN5430                          SUPERSEDED SURVEY CONTROL
 DN5430
 DN5430.No superseded survey control is available for this station.
 DN5430
 DN5430_MARKER: DD = SURVEY DISK
 DN5430_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5430_SP_SET: BRIDGE ABUTMENT
 DN5430_STAMPING: AUSTIN YELLOW 2010
 DN5430_MARK LOGO: WIDT
 DN5430_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5430+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5430
 DN5430  HISTORY     - Date     Condition        Report By
 DN5430  HISTORY     - 2010     MONUMENTED       WIDT
 DN5430  HISTORY     - 20110214 GOOD             GEOSPC
 DN5430
 DN5430                          STATION DESCRIPTION
 DN5430
 DN5430'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5430'THE STATION IS LOCATED 4.8 MI (7.7 KM) EAST OF WEBSTER, WI.
 DN5430'
 DN5430'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5430'HIGHWAY X, GO EAST ON COUNTY HIGHWAY X FOR 4.8 MI (7.7 KM) TO GASLYN
 DN5430'ROAD.  CONTINUE EAST ON GASLYN ROAD FOR 0.3 MI (0.5 KM) TO THE STATION
 DN5430'ON THE RIGHT.
 DN5430'
 DN5430'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE WEST ABUTMENT OF THE
 DN5430'GASLYN ROAD BRIDGE '7-14-88' OVER THE YELLOW RIVER.  THE STATION IS 2
 DN5430'FT (0.6 M) SOUTH OF THE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA4630 ***********************************************************************
 AA4630  SACS        -  This is a Secondary Airport Control Station.
 AA4630  DESIGNATION -  AUW AP STA A
 AA4630  PID         -  AA4630
 AA4630  STATE/COUNTY-  WI/MARATHON
 AA4630  COUNTRY     -  US
 AA4630  USGS QUAD   -  WAUSAU EAST (2018)
 AA4630
 AA4630                         *CURRENT SURVEY CONTROL
 AA4630  ______________________________________________________________________
 AA4630* NAD 83(2011) POSITION- 44 55 20.60925(N) 089 37 22.05723(W)   NO CHECK
 AA4630* NAD 83(2011) ELLIP HT-   327.512 (meters)        (06/27/12)   NO CHECK
 AA4630* NAD 83(2011) EPOCH   -  2010.00
 AA4630* NAVD 88 ORTHO HEIGHT -   362.25  (+/-2cm)     1188.5   (feet) VERTCON3
 AA4630  ______________________________________________________________________
 AA4630  GEOID HEIGHT    -        -34.711 (meters)                     GEOID18
 AA4630  NAD 83(2011) X  -     29,782.959 (meters)                     COMP
 AA4630  NAD 83(2011) Y  - -4,523,819.203 (meters)                     COMP
 AA4630  NAD 83(2011) Z  -  4,481,476.957 (meters)                     COMP
 AA4630  LAPLACE CORR    -         -5.35  (seconds)                    DEFLEC18
 AA4630  VERT ORDER      -  THIRD ? (See Below)
 AA4630
 AA4630  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4630  Standards:
 AA4630         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4630            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4630  -------------------------------------------------------------------
 AA4630  NETWORK    1.60   5.21           0.73   0.55   2.66      0.00606072
 AA4630  -------------------------------------------------------------------
 AA4630  Click here for local accuracies and other accuracy information.
 AA4630
 AA4630.This mark is at Wausau Airport (AUW)
 AA4630
 AA4630.The horizontal coordinates were established by GPS observations
 AA4630.and adjusted by the National Geodetic Survey in June 2012.
 AA4630
 AA4630.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA4630.been affixed to the stable North American tectonic plate. See 
 AA4630.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA4630
 AA4630.The horizontal coordinates are valid at the epoch date displayed above
 AA4630.which is a decimal equivalence of Year/Month/Day.
 AA4630
 AA4630.No horizontal observational check was made to the station.
 AA4630
 AA4630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4630
 AA4630.GPS derived orthometric heights for airport stations designated as
 AA4630.PACS or SACS are published to 2 decimal places.  This maintains
 AA4630.centimeter relative accuracy between the PACS and SACS.  It does
 AA4630.not indicate centimeter accuracy relative to other marks which are
 AA4630.part of the published vertical control network.
 AA4630
 AA4630.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4630.GEOID18 height accuracy estimate available here.
 AA4630
 AA4630.The vertical order pertains to the NGVD 29 superseded value.
 AA4630
 AA4630.Click photographs - Photos may exist for this station.
 AA4630
 AA4630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4630
 AA4630.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA4630
 AA4630.The ellipsoidal height was determined by GPS observations
 AA4630.and is referenced to NAD 83.
 AA4630
 AA4630. The following values were computed from the NAD 83(2011) position.
 AA4630
 AA4630;                    North         East     Units Scale Factor Converg.
 AA4630;SPC WI C     -   121,084.066   629,779.784   MT  0.99994103   +0 15 58.1
 AA4630;SPC WI C     -   397,256.64  2,066,202.51   sFT  0.99994103   +0 15 58.1
 AA4630;UTM  16      - 4,977,675.866   293,004.573   MT  1.00012690   -1 51 09.9
 AA4630
 AA4630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4630!SPC WI C     -   0.99994865  x   0.99994103  =   0.99988969
 AA4630!UTM  16      -   0.99994865  x   1.00012690  =   1.00007555
 AA4630
 AA4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9300477675(NAD 83)
 AA4630
 AA4630                          SUPERSEDED SURVEY CONTROL
 AA4630
 AA4630  NAD 83(2007)-  44 55 20.60927(N)    089 37 22.05789(W) AD(2002.00) 0
 AA4630  ELLIP H (02/10/07)  327.540  (m)                       GP(2002.00)    
 AA4630  NAD 83(1997)-  44 55 20.60939(N)    089 37 22.05848(W) AD(       ) 1
 AA4630  ELLIP H (05/03/99)  327.556  (m)                       GP(       ) 4 2
 AA4630  NAD 83(1991)-  44 55 20.60853(N)    089 37 22.05708(W) AD(       ) 1
 AA4630  ELLIP H (11/14/94)  327.581  (m)                       GP(       ) 4 2
 AA4630  NGVD 29             362.26   (m)         1188.5    (f) LEVELING    3  
 AA4630
 AA4630.Superseded values are not recommended for survey control.
 AA4630
 AA4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4630.See file dsdata.pdf to determine how the superseded data were derived.
 AA4630
 AA4630_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4630_STAMPING: AP 1964 STA A
 AA4630_MARK LOGO: CGS
 AA4630_PROJECTION: FLUSH
 AA4630_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4630+STABILITY: SURFACE MOTION
 AA4630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4630+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2009
 AA4630
 AA4630  HISTORY     - Date     Condition        Report By
 AA4630  HISTORY     - 1964     MONUMENTED       CGS
 AA4630  HISTORY     - 19820723 GOOD             NGS
 AA4630  HISTORY     - 20090915 GOOD             INDIV
 AA4630
 AA4630                          STATION DESCRIPTION
 AA4630
 AA4630'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCY)
 AA4630'THE STATION IS LOCATED NEAR THE END OF RUNWAY 30 AT THE WAUSAU
 AA4630'MUNICIPAL AIRPORT IN WAUSAU, WI.
 AA4630'
 AA4630'THE STATION IS 100.13 FT (30.52 M) SOUTHWEST AND ON LINE WITH RUNWAY
 AA4630'END 30, 51.0 FT (15.5 M) NORTHWEST OF THE SOUTHWESTERLY REIL, AND 41.2
 AA4630'FT (12.6 M) SOUTHWEST OF THE SOUTHWESTERLY THRESHOLD LIGHT.
 AA4630'
 AA4630'THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK SET IN A CONCRETE
 AA4630'MONUMENT FLUSH WITH THE GROUND.
 AA4630'
 AA4630'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. JOHN
 AA4630'CHMIEL, AIRPORT MANAGER, WAUSAU MUNICIPAL AIRPORT, 725 WOODS PLACE,
 AA4630'WAUSAU, WI. 54401, PHONE (715) 845-3400.
 AA4630
 AA4630                          STATION RECOVERY (1982)
 AA4630
 AA4630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AA4630'THE STATION IS LOCATED NEAR THE SE CORNER OF THE AIRPORT, 100.13 FT
 AA4630'(30.52 M) SW AND ON LINE WITH THE CENTERLINE END 30, 81.0 FT (24.7 M)
 AA4630'SE OF THE FIRST RUNWAY LIGHT ON THE S EDGE OF 12-30, AND 18.0 FT (5.5
 AA4630'M) SW OF THE SOUTHERN MOST THRESHOLD LIGHT.  THE STATION IS MARKED
 AA4630'WITH A STANDARD DISK, STAMPED---AP 1964 STA A---, AND SET IN THE TOP
 AA4630'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AA4630
 AA4630                          STATION RECOVERY (2009)
 AA4630
 AA4630'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 AA4630'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA4631 ***********************************************************************
 AA4631  SACS        -  This is a Secondary Airport Control Station.
 AA4631  DESIGNATION -  AUW AP STA B
 AA4631  PID         -  AA4631
 AA4631  STATE/COUNTY-  WI/MARATHON
 AA4631  COUNTRY     -  US
 AA4631  USGS QUAD   -  WAUSAU WEST (2018)
 AA4631
 AA4631                         *CURRENT SURVEY CONTROL
 AA4631  ______________________________________________________________________
 AA4631* NAD 83(2011) POSITION- 44 55 44.91634(N) 089 38 12.70523(W)   NO CHECK
 AA4631* NAD 83(2011) ELLIP HT-   329.319 (meters)        (06/27/12)   NO CHECK
 AA4631* NAD 83(2011) EPOCH   -  2010.00
 AA4631* NAVD 88 ORTHO HEIGHT -   363.954 (meters)     1194.07  (feet) ADJUSTED
 AA4631  ______________________________________________________________________
 AA4631  GEOID HEIGHT    -        -34.653 (meters)                     GEOID18
 AA4631  NAD 83(2011) X  -     28,668.791 (meters)                     COMP
 AA4631  NAD 83(2011) Y  - -4,523,297.754 (meters)                     COMP
 AA4631  NAD 83(2011) Z  -  4,482,009.524 (meters)                     COMP
 AA4631  LAPLACE CORR    -         -5.75  (seconds)                    DEFLEC18
 AA4631  DYNAMIC HEIGHT  -        363.901 (meters)     1193.90  (feet) COMP
 AA4631  MODELED GRAVITY -    980,460.9   (mgal)                       NAVD 88
 AA4631
 AA4631  VERT ORDER      -  SECOND    CLASS I
 AA4631
 AA4631  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4631  Standards:
 AA4631         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4631            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4631  -------------------------------------------------------------------
 AA4631  NETWORK    1.45   5.04           0.63   0.55   2.57     -0.04801293
 AA4631  -------------------------------------------------------------------
 AA4631  Click here for local accuracies and other accuracy information.
 AA4631
 AA4631.This mark is at Wausau Airport (AUW)
 AA4631
 AA4631.The horizontal coordinates were established by GPS observations
 AA4631.and adjusted by the National Geodetic Survey in June 2012.
 AA4631
 AA4631.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA4631.been affixed to the stable North American tectonic plate. See 
 AA4631.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA4631
 AA4631.The horizontal coordinates are valid at the epoch date displayed above
 AA4631.which is a decimal equivalence of Year/Month/Day.
 AA4631
 AA4631.No horizontal observational check was made to the station.
 AA4631
 AA4631.The orthometric height was determined by differential leveling and
 AA4631.adjusted by the WI DEPT OF TRANSP
 AA4631.in May 2012.
 AA4631
 AA4631.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4631.GEOID18 height accuracy estimate available here.
 AA4631
 AA4631.Click photographs - Photos may exist for this station.
 AA4631
 AA4631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4631
 AA4631.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA4631
 AA4631.The ellipsoidal height was determined by GPS observations
 AA4631.and is referenced to NAD 83.
 AA4631
 AA4631.The dynamic height is computed by dividing the NAVD 88
 AA4631.geopotential number by the normal gravity value computed on the
 AA4631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4631.degrees latitude (g = 980.6199 gals.).
 AA4631
 AA4631.The modeled gravity was interpolated from observed gravity values.
 AA4631
 AA4631. The following values were computed from the NAD 83(2011) position.
 AA4631
 AA4631;                    North         East     Units Scale Factor Converg.
 AA4631;SPC WI C     -   121,829.299   628,665.722   MT  0.99994113   +0 15 22.4
 AA4631;SPC WI C     -   399,701.63  2,062,547.46   sFT  0.99994113   +0 15 22.4
 AA4631;UTM  16      - 4,978,461.931   291,918.623   MT  1.00013244   -1 51 46.4
 AA4631
 AA4631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4631!SPC WI C     -   0.99994837  x   0.99994113  =   0.99988950
 AA4631!UTM  16      -   0.99994837  x   1.00013244  =   1.00008080
 AA4631
 AA4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9191878461(NAD 83)
 AA4631
 AA4631                          SUPERSEDED SURVEY CONTROL
 AA4631
 AA4631  NAD 83(2007)-  44 55 44.91634(N)    089 38 12.70583(W) AD(2002.00) 0
 AA4631  ELLIP H (02/10/07)  329.333  (m)                       GP(2002.00)    
 AA4631  NAD 83(1997)-  44 55 44.91646(N)    089 38 12.70650(W) AD(       ) 1
 AA4631  ELLIP H (05/03/99)  329.353  (m)                       GP(       ) 4 2
 AA4631  NAD 83(1991)-  44 55 44.91563(N)    089 38 12.70526(W) AD(       ) 1
 AA4631  ELLIP H (11/14/94)  329.382  (m)                       GP(       ) 4 2
 AA4631  NAVD 88 (07/08/08)  363.934  (m)         1194.01   (f) SUPERSEDED  2 1
 AA4631  NGVD 29             363.98   (m)         1194.2    (f) LEVELING    3  
 AA4631
 AA4631.Superseded values are not recommended for survey control.
 AA4631
 AA4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4631.See file dsdata.pdf to determine how the superseded data were derived.
 AA4631
 AA4631_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4631_STAMPING: AP 1964 STA B
 AA4631_MARK LOGO: CGS
 AA4631_PROJECTION: FLUSH
 AA4631_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4631+STABILITY: SURFACE MOTION
 AA4631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4631+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2011
 AA4631
 AA4631  HISTORY     - Date     Condition        Report By
 AA4631  HISTORY     - 1964     MONUMENTED       CGS
 AA4631  HISTORY     - 19820723 GOOD             NGS
 AA4631  HISTORY     - 20010130 GOOD             LOCENG
 AA4631  HISTORY     - 20060620 GOOD             WIDT
 AA4631  HISTORY     - 20090915 GOOD             INDIV
 AA4631  HISTORY     - 20110613 GOOD             WIDT
 AA4631
 AA4631                          STATION DESCRIPTION
 AA4631
 AA4631'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCY)
 AA4631'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF WAUSAU MUNICIPAL
 AA4631'AIRPORT, NEAR RUNWAY END 12, IN WAUSAU, WI.
 AA4631'
 AA4631'THE STATION IS APPROXIMATELY 550 FT (167.6 M) SOUTHEAST OF RUNWAY END
 AA4631'12, 220.8 FT (67.3 M) SOUTH OF THE SOUTHEAST LEG OF THE SOUTHERLY OF
 AA4631'TWO VASI, 168.2 FT (51.3 M) SOUTHEAST OF THE SECOND RUNWAY LIGHT, 54.3
 AA4631'FT (16.6 M) WEST OF THE THIRD RUNWAY LIGHT ON THE SOUTH SIDE OF THE
 AA4631'RUNWAY, AND 18.6 FT (5.7 M) SOUTHEAST OF THE SOUTHWESTERN-MOST OLD
 AA4631'THRESHOLD LIGHT BASE.
 AA4631'
 AA4631'THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK SET IN A CONCRETE
 AA4631'MONUMENT FLUSH WITH THE GROUND.
 AA4631'
 AA4631'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. JOHN
 AA4631'CHMIEL, AIRPORT MANAGER, WAUSAU MUNICIPAL AIRPORT, 725 WOODS PLACE,
 AA4631'WAUSAU, WI 54401, PHONE (715) 845-3400.
 AA4631
 AA4631                          STATION RECOVERY (1982)
 AA4631
 AA4631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AA4631'THE STATION IS LOCATED NEAR THE NW CORNER OF THE AIRPORT, 189 FT (57.6
 AA4631'M) W OF THE FIRST RUNWAY LIGHT ON THE SW EDGE OF 12-30, 99.93 FT
 AA4631'(30.46 M) SW OF THE CENTERLINE OF RUNWAY END 12, AND 18.6 FT (5.7 M)
 AA4631'SE OF THE SOUTHWESTERN MOST THRESHOLD LIGHT.  THE STATION IS MARKED
 AA4631'WITH A STANDARD USCGS TOPOGRAPHIC DISK, STAMPED---AP 1964 STA B---,
 AA4631'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AA4631
 AA4631                          STATION RECOVERY (2001)
 AA4631
 AA4631'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (ARJ)
 AA4631'RUNWAY 12 HAS BEEN EXTENDED. NEW DIRECTIONS AS FOLLOWS.535' SW OF
 AA4631'INTERSECTION OF CL RUNWAY 12 AND TAXIWAY A. 100' SW OF CL OF RUNWAY
 AA4631'12. 53.5' WSW OF THIRD RUNWAY LIGHT ALONG SW EDGE OF RUNWAY 12.
 AA4631
 AA4631                          STATION RECOVERY (2006)
 AA4631
 AA4631'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 AA4631'THE STATION IS LOCATED AT THE WAUSAU DOWNTOWN AIRPORT.
 AA4631'
 AA4631'TO REACH THE STATION FROM THE MAIN APRON INSIDE THE PERIMETER OF THE
 AA4631'AIRPORT, GO WEST ACROSS THE APRON CONTINUING ONTO A TAXIWAY FOR
 AA4631'APPROXIMATELY 0.4 MI (0.6 KM) TO RUNWAY 12, TURN LEFT AND GO SOUTHEAST
 AA4631'ON RUNWAY 12 FOR 0.1 MI (0.2 KM) TO THE THIRD RUNWAY LIGHT ALONG THE
 AA4631'SOUTH EDGE OF PAVEMENT AND THE STATION ON THE RIGHT.
 AA4631'
 AA4631'THE STATION IS 30.6 M (100 FEET) SOUTHWEST OF THE CENTERLINE OF RUNWAY
 AA4631'12 AND 16.4 M (53.5 FEET) WEST-SOUTHWEST OF THE THIRD RUNWAY LIGHT.
 AA4631
 AA4631                          STATION RECOVERY (2009)
 AA4631
 AA4631'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 AA4631'RECOVERED AS DESCRIBED
 AA4631
 AA4631                          STATION RECOVERY (2011)
 AA4631
 AA4631'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 AA4631'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA4629 ***********************************************************************
 AA4629  PACS        -  This is a Primary Airport Control Station.
 AA4629  DESIGNATION -  AUW ARP
 AA4629  PID         -  AA4629
 AA4629  STATE/COUNTY-  WI/MARATHON
 AA4629  COUNTRY     -  US
 AA4629  USGS QUAD   -  WAUSAU WEST (2018)
 AA4629
 AA4629                         *CURRENT SURVEY CONTROL
 AA4629  ______________________________________________________________________
 AA4629* NAD 83(2011) POSITION- 44 55 32.65438(N) 089 37 32.64047(W)   ADJUSTED
 AA4629* NAD 83(2011) ELLIP HT-   328.900 (meters)        (06/27/12)   ADJUSTED
 AA4629* NAD 83(2011) EPOCH   -  2010.00
 AA4629* NAVD 88 ORTHO HEIGHT -   363.586 (meters)     1192.87  (feet) ADJUSTED
 AA4629  ______________________________________________________________________
 AA4629  GEOID HEIGHT    -        -34.691 (meters)                     GEOID18
 AA4629  NAD 83(2011) X  -     29,549.138 (meters)                     COMP
 AA4629  NAD 83(2011) Y  - -4,523,559.127 (meters)                     COMP
 AA4629  NAD 83(2011) Z  -  4,481,741.221 (meters)                     COMP
 AA4629  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC18
 AA4629  DYNAMIC HEIGHT  -        363.533 (meters)     1192.69  (feet) COMP
 AA4629  MODELED GRAVITY -    980,460.9   (mgal)                       NAVD 88
 AA4629
 AA4629  VERT ORDER      -  SECOND    CLASS I
 AA4629
 AA4629  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4629  Standards:
 AA4629         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4629            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4629  -------------------------------------------------------------------
 AA4629  NETWORK    0.33   0.31           0.15   0.11   0.16      0.00703061
 AA4629  -------------------------------------------------------------------
 AA4629  Click here for local accuracies and other accuracy information.
 AA4629
 AA4629.This mark is at Wausau Airport (AUW)
 AA4629
 AA4629.The horizontal coordinates were established by GPS observations
 AA4629.and adjusted by the National Geodetic Survey in June 2012.
 AA4629
 AA4629.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA4629.been affixed to the stable North American tectonic plate. See 
 AA4629.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA4629
 AA4629.The horizontal coordinates are valid at the epoch date displayed above
 AA4629.which is a decimal equivalence of Year/Month/Day.
 AA4629
 AA4629.The orthometric height was determined by differential leveling and
 AA4629.adjusted by the WI DEPT OF TRANSP
 AA4629.in May 2012.
 AA4629
 AA4629.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4629.GEOID18 height accuracy estimate available here.
 AA4629
 AA4629.Click photographs - Photos may exist for this station.
 AA4629
 AA4629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4629
 AA4629.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA4629
 AA4629.The ellipsoidal height was determined by GPS observations
 AA4629.and is referenced to NAD 83.
 AA4629
 AA4629.The dynamic height is computed by dividing the NAVD 88
 AA4629.geopotential number by the normal gravity value computed on the
 AA4629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4629.degrees latitude (g = 980.6199 gals.).
 AA4629
 AA4629.The modeled gravity was interpolated from observed gravity values.
 AA4629
 AA4629. The following values were computed from the NAD 83(2011) position.
 AA4629
 AA4629;                    North         East     Units Scale Factor Converg.
 AA4629;SPC WI C     -   121,454.793   629,545.981   MT  0.99994108   +0 15 50.7
 AA4629;SPC WI C     -   398,472.93  2,065,435.44   sFT  0.99994108   +0 15 50.7
 AA4629;UTM  16      - 4,978,055.056   292,784.596   MT  1.00012802   -1 51 17.7
 AA4629
 AA4629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4629!SPC WI C     -   0.99994844  x   0.99994108  =   0.99988952
 AA4629!UTM  16      -   0.99994844  x   1.00012802  =   1.00007645
 AA4629
 AA4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9278478055(NAD 83)
 AA4629
 AA4629                          SUPERSEDED SURVEY CONTROL
 AA4629
 AA4629  NAD 83(2007)-  44 55 32.65446(N)    089 37 32.64103(W) AD(2002.00) 0
 AA4629  ELLIP H (02/10/07)  328.932  (m)                       GP(2002.00)    
 AA4629  NAD 83(1997)-  44 55 32.65451(N)    089 37 32.64180(W) AD(       ) A
 AA4629  ELLIP H (04/28/99)  328.953  (m)                       GP(       ) 3 1
 AA4629  NAD 83(1991)-  44 55 32.65372(N)    089 37 32.64030(W) AD(       ) B
 AA4629  ELLIP H (11/14/94)  328.974  (m)                       GP(       ) 4 2
 AA4629  NAVD 88             363.57   (m)         1192.8    (f) LEVELING    3  
 AA4629  NAVD 88 (07/08/08)  363.566  (m)         1192.80   (f) SUPERSEDED  2 1
 AA4629  NAVD 88 (04/28/99)  363.62   (m)  GEOID96  model used  GPS OBS        
 AA4629  NGVD 29             363.62   (m)         1193.0    (f) LEVELING    3  
 AA4629
 AA4629.Superseded values are not recommended for survey control.
 AA4629
 AA4629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4629.See file dsdata.pdf to determine how the superseded data were derived.
 AA4629
 AA4629_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4629_STAMPING: ARP 1964
 AA4629_MARK LOGO: CGS
 AA4629_PROJECTION: FLUSH
 AA4629_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4629+STABILITY: SURFACE MOTION
 AA4629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4629+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2011
 AA4629
 AA4629  HISTORY     - Date     Condition        Report By
 AA4629  HISTORY     - 1964     MONUMENTED       CGS
 AA4629  HISTORY     - 19820723 GOOD             NGS
 AA4629  HISTORY     - 19971203 GOOD             NGS
 AA4629  HISTORY     - 20020614 GOOD             JCLS
 AA4629  HISTORY     - 20040423 GOOD             JCLS
 AA4629  HISTORY     - 20040426 GOOD             JCLS
 AA4629  HISTORY     - 20070104 GOOD             WIDT
 AA4629  HISTORY     - 20090915 GOOD             INDIV
 AA4629  HISTORY     - 20110613 GOOD             WIDT
 AA4629
 AA4629                          STATION DESCRIPTION
 AA4629
 AA4629'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCY)
 AA4629'THE STATION IS LOCATED NEAR MIDFIELD OF THE WAUSAU MUNICIPAL AIRPORT
 AA4629'IN WAUSAU, WI.
 AA4629'
 AA4629'THE STATION IS LOCATED 800 FT (243.8 M) SOUTHEAST OF THE INTERSECTION
 AA4629'OF TAXIWAYS, 400 FT (121.9 M) NORTHEAST OF THE NORTHEAST EDGE OF
 AA4629'RUNWAY  12-30, 63.7 FT (19.4 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 AA4629'TAXIWAY, AND 56.6 FT (17.3 M) SOUTHWEST OF THE SIXTH TAXIWAY LIGHT
 AA4629'SOUTHEAST OF THE TAXIWAY INTERSECTION.
 AA4629'
 AA4629'THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK SET IN A CONCRETE
 AA4629'MONUMENT FLUSH WITH THE GROUND.
 AA4629'
 AA4629'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. JOHN
 AA4629'CHMIEL, AIRPORT MANAGER, WAUSAU  MUNICIPAL AIRPORT, 725 WOODS PLACE,
 AA4629'WAUSAU, WI. 54401, PHONE (715) 845-3400.
 AA4629'
 AA4629'RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY
 AA4629
 AA4629                          STATION RECOVERY (1982)
 AA4629
 AA4629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AA4629'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT, ABOUT 800 FT
 AA4629'(243.8 M) SE OF THE JUNCTION OF THE TAXIWAYS, ABOUT 400 FT (121.9 M)
 AA4629'NE OF THE NE EDGE OF RUNWAY 12-30, AND 63.7 FT (19.4 M) SW OF THE SW
 AA4629'EDGE OF A TAXIWAY.  THE MARK IS A STANDARD USCGS TOPOGRAPHIC DISK,
 AA4629'STAMPED---ARP 1964---, SET IN TOP OF CONCRETE POST FLUSH WITH THE
 AA4629'GROUND.
 AA4629
 AA4629                          STATION RECOVERY (1997)
 AA4629
 AA4629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA4629'THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE WAUSAU
 AA4629'MUNICIPAL (AUW) AIRPORT.  THE STATION IS LOCATED NEAR MID FIELD OF THE
 AA4629'WAUSAU DOWNTOWN AIRPORT.  OWNERSHIP IS CITY OF WAUSAU, JOHN P CHMIEL
 AA4629'IS THE AIRPORT MANAGER/FBO, WAUSAU DOWNTOWN AIRPORT, 725 WOODS PLACE
 AA4629'WAUSAU, WI 54403.  PHONE 715-848-6000.  TO REACH THE STATION FROM THE
 AA4629'ACCESS GATE AT THE WEST SIDE OF THE MANAGERS OFFICE, GO SOUTH 100
 AA4629'METERS (328.1 FT) ACROSS AN APRON, TURN LEFT AND GO EAST FOR 150
 AA4629'METERS (492.1 FT) ALONG AN APRON TAXIWAY TO A TAXIWAY RIGHT, TURN
 AA4629'RIGHT ON THE TAXIWAY AND GO SOUTH FOR 150 METERS (492.1 FT) TO A FORK
 AA4629'IN THE TAXIWAY, BEAR LEFT AND GO SOUTHEAST FOR 250 METERS (820.2 FT)
 AA4629'TO THE STATION ON THE RIGHT.  THE STATION IS 122.0 M (400.3 FT)
 AA4629'NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 12-30, 19.5 M (64.0 FT)
 AA4629'SOUTHWEST OF THE SOUTHWEST EDGE OF THE TAXIWAY, 17.2 M (56.4 FT)
 AA4629'SOUTH-SOUTHWEST OF A TAXIWAY LIGHT (5TH SET) , 5.0 M (16.4 FT)
 AA4629'SOUTHEAST OF AN EXTENDED LINE OF THE SET OF TAXIWAY LIGHTS, 0.2 M (0.7
 AA4629'FT) NORTHWEST OF A WITNESS POST AND THE MONUMENT IS FLUSH WITH THE
 AA4629'GROUND.
 AA4629
 AA4629                          STATION RECOVERY (2002)
 AA4629
 AA4629'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AA4629'RECOVERED IN GOOD CONDITION.
 AA4629
 AA4629                          STATION RECOVERY (2004)
 AA4629
 AA4629'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA4629'RECOVERED IN GOOD CONDITION.
 AA4629
 AA4629                          STATION RECOVERY (2004)
 AA4629
 AA4629'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 AA4629'RECOVERED IN GOOD CONDITION.
 AA4629
 AA4629                          STATION RECOVERY (2007)
 AA4629
 AA4629'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AA4629'RECOVERED IN GOOD CONDITION.
 AA4629
 AA4629                          STATION RECOVERY (2009)
 AA4629
 AA4629'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 AA4629'RECOVERED AS DESCRIBED
 AA4629
 AA4629                          STATION RECOVERY (2011)
 AA4629
 AA4629'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 AA4629'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0142 ***********************************************************************
 QN0142  DESIGNATION -  AVERY
 QN0142  PID         -  QN0142
 QN0142  STATE/COUNTY-  WI/PRICE
 QN0142  COUNTRY     -  US
 QN0142  USGS QUAD   -  KENNAN (2018)
 QN0142
 QN0142                         *CURRENT SURVEY CONTROL
 QN0142  ______________________________________________________________________
 QN0142* NAD 83(1991) POSITION- 45 31 51.81298(N) 090 33 28.10638(W)   ADJUSTED
 QN0142* NAVD 88 ORTHO HEIGHT -   459.124 (meters)     1506.31  (feet) ADJUSTED
 QN0142  ______________________________________________________________________
 QN0142  GEOID HEIGHT    -        -30.456 (meters)                     GEOID18
 QN0142  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 QN0142  DYNAMIC HEIGHT  -        459.104 (meters)     1506.24  (feet) COMP
 QN0142  MODELED GRAVITY -    980,558.0   (mgal)                       NAVD 88
 QN0142
 QN0142  HORZ ORDER      -  FIRST
 QN0142  VERT ORDER      -  FIRST     CLASS II
 QN0142
 QN0142.The horizontal coordinates were established by classical geodetic methods
 QN0142.and adjusted by the National Geodetic Survey in November 1991.
 QN0142
 QN0142.The orthometric height was determined by differential leveling and
 QN0142.adjusted by the NATIONAL GEODETIC SURVEY
 QN0142.in June 1991.
 QN0142
 QN0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0142.GEOID18 height accuracy estimate available here.
 QN0142
 QN0142.Click photographs - Photos may exist for this station.
 QN0142
 QN0142.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0142
 QN0142.The dynamic height is computed by dividing the NAVD 88
 QN0142.geopotential number by the normal gravity value computed on the
 QN0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0142.degrees latitude (g = 980.6199 gals.).
 QN0142
 QN0142.The modeled gravity was interpolated from observed gravity values.
 QN0142
 QN0142. The following values were computed from the NAD 83(1991) position.
 QN0142
 QN0142;                    North         East     Units Scale Factor Converg.
 QN0142;SPC WI N     -    40,653.033   556,426.904   MT  1.00000665   -0 24 08.6
 QN0142;SPC WI N     -   133,375.83  1,825,543.93   sFT  1.00000665   -0 24 08.6
 QN0142;SPC WI C     -   188,807.149   556,426.914   MT  1.00000606   -0 23 36.9
 QN0142;SPC WI C     -   619,444.79  1,825,543.97   sFT  1.00000606   -0 23 36.9
 QN0142;UTM  15      - 5,044,848.248   690,694.775   MT  1.00004711   +1 44 36.0
 QN0142
 QN0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0142!SPC WI N     -   0.99993280  x   1.00000665  =   0.99993945
 QN0142!SPC WI C     -   0.99993280  x   1.00000606  =   0.99993886
 QN0142!UTM  15      -   0.99993280  x   1.00004711  =   0.99997991
 QN0142
 QN0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9069444848(NAD 83)
 QN0142
 QN0142|---------------------------------------------------------------------|
 QN0142| PID    Reference Object                     Distance      Geod. Az  |
 QN0142|                                                           dddmmss.s |
 QN0142| CJ4204 AVERY RM                             19.020 METERS 06348     |
 QN0142|---------------------------------------------------------------------|
 QN0142
 QN0142                          SUPERSEDED SURVEY CONTROL
 QN0142
 QN0142  NAD 83(1986)-  45 31 51.80841(N)    090 33 28.10071(W) AD(       ) 1
 QN0142  NAD 27      -  45 31 51.92500(N)    090 33 27.57200(W) AD(       ) 1
 QN0142  NGVD 29 (??/??/92)  459.117  (m)         1506.29   (f) ADJ UNCH    1 2
 QN0142  NGVD 29             459.12   (m)         1506.3    (f) LEVELING    3  
 QN0142
 QN0142.Superseded values are not recommended for survey control.
 QN0142
 QN0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0142.See file dsdata.pdf to determine how the superseded data were derived.
 QN0142
 QN0142_MARKER: DS = TRIANGULATION STATION DISK
 QN0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0142_STAMPING: ELEV 1506.286 FT AVERY 1921
 QN0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0142+STABILITY: SURFACE MOTION
 QN0142
 QN0142  HISTORY     - Date     Condition        Report By
 QN0142  HISTORY     - 1921     MONUMENTED       CGS
 QN0142  HISTORY     - 1922     GOOD             CGS
 QN0142  HISTORY     - 1934     GOOD             CGS
 QN0142  HISTORY     - 1952     GOOD             CGS
 QN0142  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0142  HISTORY     - 20040930 MARK NOT FOUND   WIDT
 QN0142
 QN0142                          STATION DESCRIPTION
 QN0142
 QN0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0142'STATION IS 1-1/2 MILES W OF CATAWBA, ON THE S SIDE OF THE
 QN0142'TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0142'RAILWAY, ON THE EXTENSION OF THE N RAIL FROM THE W AT THE
 QN0142'SECOND CURVE W OF CATAWBA.  IT IS 165 METERS E OF POINT OF
 QN0142'TANGENCY OF THE CURVE, 130 METERS W OF FIRST PUBLIC ROAD CROSSING
 QN0142'W OF CATAWBA.  IT IS 19.09 METERS (62.65 FEET) S OF S RAIL.
 QN0142'REFERENCE MARK IS ON THE SAME SIDE OF TRACK.
 QN0142'
 QN0142'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0142'DISKS SET IN CONCRETE.
 QN0142
 QN0142                          STATION RECOVERY (1922)
 QN0142
 QN0142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QN0142'1.6 MI W FROM CATAWBA.
 QN0142'1.6 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0142'MARIE RAILROAD FROM CATAWBA, PRICE COUNTY, AT THE SECOND CURVE
 QN0142'WEST OF CATAWBA, 180 YARDS EAST OF THE POINT OF TANGENCY, 142
 QN0142'FEET YARDS EAST OF A ROAD CROSSING, IN LINE WITH THE NORTH
 QN0142'RAIL OF THE WEST TANGENT, AND 62.6 FEET SOUTH OF THE SOUTH RAIL.
 QN0142'A STANDARD TRIANGULATION-STATION DISK, STAMPED ELEV. 1506.286
 QN0142'FT. AVERY 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0142
 QN0142                          STATION RECOVERY (1934)
 QN0142
 QN0142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0142'RECOVERED IN GOOD CONDITION.
 QN0142
 QN0142                          STATION RECOVERY (1952)
 QN0142
 QN0142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0142'STATION MARK RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND TO BE IN
 QN0142'GOOD CONDITION.  IT IS IN A PLOWED FIELD AND SET ABOUT FLUSH
 QN0142'WITH THE GROUND.  ADDITIONAL REFERENCES ARE AS FOLLOWS--55.5 FEET
 QN0142'ABOUT E OF LONE LARGE ELM TREE, 16.0 FEET S OF S RIGHT-OF-WAY
 QN0142'FENCE LINE, AND 37.0 FEET SSE OF THE FIFTH TELEPHONE LINE POLE
 QN0142'E OF MILEPOST 157.
 QN0142'
 QN0142'THE REFERENCE MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 QN0142'CONDITION.
 QN0142
 QN0142                          STATION RECOVERY (1985)
 QN0142
 QN0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0142'MARK NOT FOUND.
 QN0142
 QN0142                          STATION RECOVERY (2004)
 QN0142
 QN0142'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0142'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0692 ***********************************************************************
 PO0692  DESIGNATION -  AVIATION BEACON 24 OLD 28
 PO0692  PID         -  PO0692
 PO0692  STATE/COUNTY-  WI/TREMPEALEAU
 PO0692  COUNTRY     -  US
 PO0692  USGS QUAD   -  TREMPEALEAU (2018)
 PO0692
 PO0692                         *CURRENT SURVEY CONTROL
 PO0692  ______________________________________________________________________
 PO0692* NAD 83(1996) POSITION- 44 00 37.24591(N) 091 27 06.18486(W)   ADJUSTED
 PO0692  ______________________________________________________________________
 PO0692  GEOID HEIGHT    -        -31.147 (meters)                     GEOID18
 PO0692  LAPLACE CORR    -         -7.62  (seconds)                    DEFLEC18
 PO0692  HORZ ORDER      -  THIRD
 PO0692
 PO0692.The horizontal coordinates were established by classical geodetic methods
 PO0692.and adjusted by the National Geodetic Survey in March 1999.
 PO0692
 PO0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0692.GEOID18 height accuracy estimate available here.
 PO0692
 PO0692.Click photographs - Photos may exist for this station.
 PO0692
 PO0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0692
 PO0692. The following values were computed from the NAD 83(1996) position.
 PO0692
 PO0692;                    North         East     Units Scale Factor Converg.
 PO0692;SPC WI C     -    20,710.199   483,583.383   MT  1.00005392   -1 01 27.5
 PO0692;SPC WI C     -    67,946.71  1,586,556.48   sFT  1.00005392   -1 01 27.5
 PO0692;SPC WI S     -   224,349.979   483,590.615   MT  0.99998905   -0 59 50.9
 PO0692;SPC WI S     -   736,054.89  1,586,580.21   sFT  0.99998905   -0 59 50.9
 PO0692;UTM  15      - 4,874,187.197   624,111.106   MT  0.99978945   +1 04 33.1
 PO0692
 PO0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2411174187(NAD 83)
 PO0692
 PO0692                          SUPERSEDED SURVEY CONTROL
 PO0692
 PO0692  NAD 83(1991)-  44 00 37.24268(N)    091 27 06.18479(W) AD(       ) 3
 PO0692  NAD 83(1986)-  44 00 37.23582(N)    091 27 06.18321(W) AD(       ) 3
 PO0692  NAD 27      -  44 00 37.37300(N)    091 27 05.67300(W) AD(       ) 3
 PO0692
 PO0692.Superseded values are not recommended for survey control.
 PO0692
 PO0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0692.See file dsdata.pdf to determine how the superseded data were derived.
 PO0692
 PO0692_MARKER: 22 = AIRWAY BEACON
 PO0692
 PO0692  HISTORY     - Date     Condition        Report By
 PO0692  HISTORY     - 1927     FIRST OBSERVED   CGS
 PO0692
 PO0692                          STATION DESCRIPTION
 PO0692
 PO0692'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0729 ***********************************************************************
 PO0729  DESIGNATION -  AVIATION BEACON 27 OLD 31
 PO0729  PID         -  PO0729
 PO0729  STATE/COUNTY-  WI/BUFFALO
 PO0729  COUNTRY     -  US
 PO0729  USGS QUAD   -  ALMA (2018)
 PO0729
 PO0729                         *CURRENT SURVEY CONTROL
 PO0729  ______________________________________________________________________
 PO0729* NAD 83(1996) POSITION- 44 19 19.79585(N) 091 54 28.41399(W)   ADJUSTED
 PO0729  ______________________________________________________________________
 PO0729  GEOID HEIGHT    -        -30.422 (meters)                     GEOID18
 PO0729  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 PO0729  HORZ ORDER      -  THIRD
 PO0729
 PO0729.The horizontal coordinates were established by classical geodetic methods
 PO0729.and adjusted by the National Geodetic Survey in March 1999.
 PO0729
 PO0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0729.GEOID18 height accuracy estimate available here.
 PO0729
 PO0729.Click photographs - Photos may exist for this station.
 PO0729
 PO0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0729
 PO0729. The following values were computed from the NAD 83(1996) position.
 PO0729
 PO0729;                    North         East     Units Scale Factor Converg.
 PO0729;SPC WI C     -    56,105.953   447,821.598   MT  0.99998714   -1 20 46.2
 PO0729;SPC WI C     -   184,074.28  1,469,228.03   sFT  0.99998714   -1 20 46.2
 PO0729;SPC WI S     -   259,726.539   447,809.491   MT  1.00006194   -1 18 39.3
 PO0729;SPC WI S     -   852,119.49  1,469,188.31   sFT  1.00006194   -1 18 39.3
 PO0729;UTM  15      - 4,908,235.980   587,083.684   MT  0.99969326   +0 45 47.1
 PO0729
 PO0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8708308235(NAD 83)
 PO0729
 PO0729                          SUPERSEDED SURVEY CONTROL
 PO0729
 PO0729  NAD 83(1991)-  44 19 19.78961(N)    091 54 28.41330(W) AD(       ) 3
 PO0729  NAD 83(1986)-  44 19 19.78961(N)    091 54 28.41467(W) AD(       ) 3
 PO0729  NAD 27      -  44 19 19.91200(N)    091 54 27.84000(W) AD(       ) 3
 PO0729
 PO0729.Superseded values are not recommended for survey control.
 PO0729
 PO0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0729.See file dsdata.pdf to determine how the superseded data were derived.
 PO0729
 PO0729_MARKER: 22 = AIRWAY BEACON
 PO0729
 PO0729  HISTORY     - Date     Condition        Report By
 PO0729  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0729
 PO0729                          STATION DESCRIPTION
 PO0729
 PO0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0729'THIS STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON
 PO0729'THE SKELETON STEEL TOWER WHICH IS AIRWAY BEACON NO. 27 ON THE
 PO0729'CHICAGO-TWIN CITIES AIRWAY.  THE BEACON IS ON TOP OF A RIDGE
 PO0729'ALONG THE EAST SIDE OF THE MISSISSIPPI RIVER AND JUST WEST OF
 PO0729'THE TOWN OF ALMA.  THE STATION WAS NOT VISITED FOR A COMPLETE
 PO0729'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP2418 ***********************************************************************
 PP2418  DESIGNATION -  AVIATION BEACON 31 B OLD 35
 PP2418  PID         -  PP2418
 PP2418  STATE/COUNTY-  WI/PIERCE
 PP2418  COUNTRY     -  US
 PP2418  USGS QUAD   -  RED WING (2019)
 PP2418
 PP2418                         *CURRENT SURVEY CONTROL
 PP2418  ______________________________________________________________________
 PP2418* NAD 83(1996) POSITION- 44 37 23.41566(N) 092 34 05.34487(W)   ADJUSTED
 PP2418  ______________________________________________________________________
 PP2418  GEOID HEIGHT    -        -30.187 (meters)                     GEOID18
 PP2418  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 PP2418  HORZ ORDER      -  THIRD
 PP2418
 PP2418.The horizontal coordinates were established by classical geodetic methods
 PP2418.and adjusted by the National Geodetic Survey in March 1999.
 PP2418
 PP2418.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2418.GEOID18 height accuracy estimate available here.
 PP2418
 PP2418.Click photographs - Photos may exist for this station.
 PP2418
 PP2418.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2418
 PP2418. The following values were computed from the NAD 83(1996) position.
 PP2418
 PP2418;                    North         East     Units Scale Factor Converg.
 PP2418;SPC WI C     -    90,987.667   396,230.603   MT  0.99995040   -1 48 43.3
 PP2418;SPC WI C     -   298,515.37  1,299,966.57   sFT  0.99995040   -1 48 43.3
 PP2418;UTM  15      - 4,941,181.554   534,258.643   MT  0.99961443   +0 18 12.1
 PP2418
 PP2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3425841181(NAD 83)
 PP2418
 PP2418                          SUPERSEDED SURVEY CONTROL
 PP2418
 PP2418  NAD 83(1991)-  44 37 23.40901(N)    092 34 05.34402(W) AD(       ) 3
 PP2418  NAD 83(1986)-  44 37 23.40719(N)    092 34 05.34625(W) AD(       ) 3
 PP2418  NAD 27      -  44 37 23.52300(N)    092 34 04.65800(W) AD(       ) 3
 PP2418
 PP2418.Superseded values are not recommended for survey control.
 PP2418
 PP2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2418.See file dsdata.pdf to determine how the superseded data were derived.
 PP2418
 PP2418_MARKER: 22 = AIRWAY BEACON
 PP2418
 PP2418  HISTORY     - Date     Condition        Report By
 PP2418  HISTORY     - 1931     FIRST OBSERVED   CGS
 PP2418
 PP2418                          STATION DESCRIPTION
 PP2418
 PP2418'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP2445 ***********************************************************************
 PP2445  DESIGNATION -  AVIATION BEACON 32 OLD 36
 PP2445  PID         -  PP2445
 PP2445  STATE/COUNTY-  WI/PIERCE
 PP2445  COUNTRY     -  US
 PP2445  USGS QUAD   -  DIAMOND BLUFF WEST (2018)
 PP2445
 PP2445                         *CURRENT SURVEY CONTROL
 PP2445  ______________________________________________________________________
 PP2445* NAD 83(1996) POSITION- 44 43 50.38997(N) 092 44 45.20395(W)   ADJUSTED
 PP2445  ______________________________________________________________________
 PP2445  GEOID HEIGHT    -        -29.601 (meters)                     GEOID18
 PP2445  LAPLACE CORR    -         -9.41  (seconds)                    DEFLEC18
 PP2445  HORZ ORDER      -  THIRD
 PP2445
 PP2445.The horizontal coordinates were established by classical geodetic methods
 PP2445.and adjusted by the National Geodetic Survey in March 1999.
 PP2445
 PP2445.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2445.GEOID18 height accuracy estimate available here.
 PP2445
 PP2445.Click photographs - Photos may exist for this station.
 PP2445
 PP2445.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2445
 PP2445. The following values were computed from the NAD 83(1996) position.
 PP2445
 PP2445;                    North         East     Units Scale Factor Converg.
 PP2445;SPC WI C     -   103,386.835   382,536.996   MT  0.99994391   -1 56 14.8
 PP2445;SPC WI C     -   339,194.97  1,255,040.13   sFT  0.99994391   -1 56 14.8
 PP2445;UTM  15      - 4,953,062.682   520,121.364   MT  0.99960498   +0 10 43.8
 PP2445
 PP2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2012153062(NAD 83)
 PP2445
 PP2445                          SUPERSEDED SURVEY CONTROL
 PP2445
 PP2445  NAD 83(1991)-  44 43 50.38183(N)    092 44 45.20028(W) AD(       ) 3
 PP2445  NAD 83(1986)-  44 43 50.38046(N)    092 44 45.20109(W) AD(       ) 3
 PP2445  NAD 27      -  44 43 50.49700(N)    092 44 44.48100(W) AD(       ) 3
 PP2445
 PP2445.Superseded values are not recommended for survey control.
 PP2445
 PP2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2445.See file dsdata.pdf to determine how the superseded data were derived.
 PP2445
 PP2445_MARKER: 22 = AIRWAY BEACON
 PP2445
 PP2445  HISTORY     - Date     Condition        Report By
 PP2445  HISTORY     - 1931     FIRST OBSERVED   CGS
 PP2445
 PP2445                          STATION DESCRIPTION
 PP2445
 PP2445'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1044 ***********************************************************************
 ON1044  DESIGNATION -  AVOCA
 ON1044  PID         -  ON1044
 ON1044  STATE/COUNTY-  WI/IOWA
 ON1044  COUNTRY     -  US
 ON1044  USGS QUAD   -  AVOCA (2018)
 ON1044
 ON1044                         *CURRENT SURVEY CONTROL
 ON1044  ______________________________________________________________________
 ON1044* NAD 83(1996) POSITION- 43 09 00.04734(N) 090 15 15.03175(W)   ADJUSTED
 ON1044* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 ON1044  ______________________________________________________________________
 ON1044  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 ON1044  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 ON1044  HORZ ORDER      -  SECOND
 ON1044
 ON1044.The horizontal coordinates were established by classical geodetic methods
 ON1044.and adjusted by the National Geodetic Survey in March 1999.
 ON1044
 ON1044.The orthometric height was scaled from a topographic map.
 ON1044
 ON1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1044.GEOID18 height accuracy estimate available here.
 ON1044
 ON1044.Click photographs - Photos may exist for this station.
 ON1044
 ON1044.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1044
 ON1044. The following values were computed from the NAD 83(1996) position.
 ON1044
 ON1044;                    North         East     Units Scale Factor Converg.
 ON1044;SPC WI S     -   127,786.770   579,326.006   MT  0.99994211   -0 10 28.7
 ON1044;SPC WI S     -   419,247.09  1,900,672.07   sFT  0.99994211   -0 10 28.7
 ON1044;UTM  15      - 4,781,134.040   723,268.037   MT  1.00021326   +1 52 43.2
 ON1044
 ON1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1044!SPC WI S     -   0.99995326  x   0.99994211  =   0.99989538
 ON1044!UTM  15      -   0.99995326  x   1.00021326  =   1.00016651
 ON1044
 ON1044:                Primary Azimuth Mark                     Grid Az
 ON1044:SPC WI S     -  AVOCA AZ MK                              134 44 47.4
 ON1044:UTM  15      -  AVOCA AZ MK                              132 41 35.5
 ON1044
 ON1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2326881134(NAD 83)
 ON1044
 ON1044|---------------------------------------------------------------------|
 ON1044| PID    Reference Object                     Distance      Geod. Az  |
 ON1044|                                                           dddmmss.s |
 ON1044| ON1033 SPRING GREEN MUNICIPAL TANK         APPROX.15.6 KM 0784146.8 |
 ON1044| CI8942 AVOCA AZ MK                                        1343418.7 |
 ON1044| ON1049 HIGHLAND RAD STA WHHI FM TOWER      APPROX.14.7 KM 2194340.7 |
 ON1044| ON1055 HIGHLAND MUNICIPAL TANK             APPROX.15.7 KM 2203009.2 |
 ON1044| ON1056 HIGHLAND ST ANTHONYS CATH CH        APPROX.15.4 KM 2220853.5 |
 ON1044| ON1053 HIGHLAND ST PHILLIPS CATH CH        APPROX.15.6 KM 2221459.2 |
 ON1044| CI8943 AVOCA RM 1                                         25255     |
 ON1044| CI8944 AVOCA RM 2                                         34421     |
 ON1044|---------------------------------------------------------------------|
 ON1044
 ON1044                          SUPERSEDED SURVEY CONTROL
 ON1044
 ON1044  NAD 83(1991)-  43 09 00.04691(N)    090 15 15.03146(W) AD(       ) 2
 ON1044  NAD 83(1986)-  43 09 00.03981(N)    090 15 15.03525(W) AD(       ) 2
 ON1044  NAD 27      -  43 09 00.06840(N)    090 15 14.59130(W) AD(       ) 2
 ON1044
 ON1044.Superseded values are not recommended for survey control.
 ON1044
 ON1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1044.See file dsdata.pdf to determine how the superseded data were derived.
 ON1044
 ON1044_MARKER: DS = TRIANGULATION STATION DISK
 ON1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1044_STAMPING: AVOCA 1958
 ON1044_MARK LOGO: CGS
 ON1044_PROJECTION: RECESSED 38 CENTIMETERS
 ON1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1044+STABILITY: SURFACE MOTION
 ON1044
 ON1044  HISTORY     - Date     Condition        Report By
 ON1044  HISTORY     - 1958     MONUMENTED       CGS
 ON1044  HISTORY     - 19940521 MARK NOT FOUND   USPSQD
 ON1044
 ON1044                          STATION DESCRIPTION
 ON1044
 ON1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1044'THE STATION IS ABOUT 4 MILES SOUTHWEST OF LONE ROCK, ABOUT 5 MILES
 ON1044'SOUTHEAST OF AVOCA, ON A HIGH HILL IN A PASTURE FIELD, ABOUT
 ON1044'150 FEET WEST OF THE HIGHEST POINT IN THE PASTURE.  IT IS IN THE
 ON1044'SE 1/4 OF SEC. 21, T. 8 N., R. 2 E., ON LAND OWNED BY MR.
 ON1044'JOHN BLOSDOW.  IT IS 229 FEET EAST OF THE EAST EDGE OF A
 ON1044'CULTIVATED FIELD AND 196 FEET SOUTH OF A FENCE CORNER.  THE
 ON1044'MONUMENT IS 15 INCHES BELOW THE GROUND SURFACE AND THE DISK IS
 ON1044'STAMPED AVOCA 1958.
 ON1044'
 ON1044'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 137 AND
 ON1044'STATE HIGHWAY 130 AT THE SOUTH END OF THE BRIDGE OVER THE
 ON1044'WISCONSIN RIVER, GO NORTHWEST ON STATE HIGHWAY 137 FOR 2 MILES
 ON1044'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED
 ON1044'ROAD FOR 1.05 MILES TO A Y-FORK.  KEEP RIGHT FOR AND GO
 ON1044'SOUTHWESTERLY FOR 1.05 MILES TO A T-ROAD.  TURN RIGHT AND GO
 ON1044'WESTERLY FOR 0.45 MILE TO THE TOP OF A RIDGE AND A WIRE GATE ON
 ON1044'THE LEFT.  TURN LEFT AND PASS THROUGH THE WIRE GATE AND GO
 ON1044'SOUTHWEST ACROSS A PASTURE FIELD FOR 0.05 MILE TO THE
 ON1044'STATION AS DESCRIBED.
 ON1044'
 ON1044'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ACROSS
 ON1044'THE PASTURE FIELD FOR 0.2 MILE TO A FENCE CORNER AND THE
 ON1044'AZIMUTH MARK.
 ON1044'
 ON1044'REFERENCE MARK 1 IS 256 FEET SOUTH OF A WIRE FENCE, SET IN
 ON1044'THE WEST EDGE OF THE PASTURE FIELD AND 4 FEET EAST OF THE
 ON1044'EAST EDGE OF THE CULTIVATED FIELD.  THE MONUMENT PROJECTS
 ON1044'3 INCHES AND THE DISK IS STAMPED AVOCA NO 1 1958.
 ON1044'
 ON1044'REFERENCE MARK 2 IS 50 FEET WEST OF THE FENCE CORNER, 3 FEET
 ON1044'WEST OF A WHITE WITNESS POST AND 6 INCHES SOUTH OF THE WIRE
 ON1044'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ON1044'AVOCA NO 2 1958.
 ON1044'
 ON1044'THE AZIMUTH MARK IS 12 FEET WEST OF A FENCE CORNER, 1 FOOT
 ON1044'NORTH OF A WIRE FENCE AND 2 FEET EAST OF A WHITE WITNESS POST.
 ON1044'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED AVOCA 1958.
 ON1044'
 ON1044'NO MEASUREMENT WAS MADE FROM R.M. 1 TO R.M. 2 BECAUSE OF A
 ON1044'HILL IN BETWEEN AND THE MARKS ARE OVER 300 FEET APART.
 ON1044'
 ON1044'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ON1044
 ON1044                          STATION RECOVERY (1994)
 ON1044
 ON1044'RECOVERY NOTE BY US POWER SQUADRON 1994
 ON1044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH4987 ***********************************************************************
 DH4987  DESIGNATION -  AVOCA GPS
 DH4987  PID         -  DH4987
 DH4987  STATE/COUNTY-  WI/IOWA
 DH4987  COUNTRY     -  US
 DH4987  USGS QUAD   -  AVOCA (2018)
 DH4987
 DH4987                         *CURRENT SURVEY CONTROL
 DH4987  ______________________________________________________________________
 DH4987* NAD 83(2011) POSITION- 43 10 58.62173(N) 090 21 03.95106(W)   ADJUSTED
 DH4987* NAD 83(2011) ELLIP HT-   178.983 (meters)        (06/27/12)   ADJUSTED
 DH4987* NAD 83(2011) EPOCH   -  2010.00
 DH4987* NAVD 88 ORTHO HEIGHT -   212.816 (meters)      698.21  (feet) ADJUSTED
 DH4987  ______________________________________________________________________
 DH4987  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 DH4987  NAD 83(2011) X  -    -28,544.367 (meters)                     COMP
 DH4987  NAD 83(2011) Y  - -4,658,111.176 (meters)                     COMP
 DH4987  NAD 83(2011) Z  -  4,342,466.701 (meters)                     COMP
 DH4987  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 DH4987  DYNAMIC HEIGHT  -        212.758 (meters)      698.02  (feet) COMP
 DH4987  MODELED GRAVITY -    980,343.1   (mgal)                       NAVD 88
 DH4987
 DH4987  VERT ORDER      -  SECOND    CLASS I
 DH4987
 DH4987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4987  Standards:
 DH4987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4987  -------------------------------------------------------------------
 DH4987  NETWORK    0.20   0.31           0.09   0.07   0.16      0.05808082
 DH4987  -------------------------------------------------------------------
 DH4987  Click here for local accuracies and other accuracy information.
 DH4987
 DH4987.The horizontal coordinates were established by GPS observations
 DH4987.and adjusted by the National Geodetic Survey in June 2012.
 DH4987
 DH4987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4987.been affixed to the stable North American tectonic plate. See 
 DH4987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4987
 DH4987.The horizontal coordinates are valid at the epoch date displayed above
 DH4987.which is a decimal equivalence of Year/Month/Day.
 DH4987
 DH4987.The orthometric height was determined by differential leveling and
 DH4987.adjusted by the WI DEPT OF TRANSP
 DH4987.in May 2012.
 DH4987
 DH4987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4987.GEOID18 height accuracy estimate available here.
 DH4987
 DH4987.Click photographs - Photos may exist for this station.
 DH4987
 DH4987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4987
 DH4987.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4987
 DH4987.The ellipsoidal height was determined by GPS observations
 DH4987.and is referenced to NAD 83.
 DH4987
 DH4987.The dynamic height is computed by dividing the NAVD 88
 DH4987.geopotential number by the normal gravity value computed on the
 DH4987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4987.degrees latitude (g = 980.6199 gals.).
 DH4987
 DH4987.The modeled gravity was interpolated from observed gravity values.
 DH4987
 DH4987. The following values were computed from the NAD 83(2011) position.
 DH4987
 DH4987;                    North         East     Units Scale Factor Converg.
 DH4987;SPC WI S     -   131,474.338   571,458.058   MT  0.99993977   -0 14 28.5
 DH4987;SPC WI S     -   431,345.39  1,874,858.65   sFT  0.99993977   -0 14 28.5
 DH4987;UTM  15      - 4,784,538.093   715,270.973   MT  1.00017011   +1 48 48.3
 DH4987
 DH4987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4987!SPC WI S     -   0.99997193  x   0.99993977  =   0.99991170
 DH4987!UTM  15      -   0.99997193  x   1.00017011  =   1.00014204
 DH4987
 DH4987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1527084538(NAD 83)
 DH4987
 DH4987                          SUPERSEDED SURVEY CONTROL
 DH4987
 DH4987  NAD 83(2007)-  43 10 58.62180(N)    090 21 03.95192(W) AD(2002.00) 0
 DH4987  ELLIP H (02/10/07)  179.013  (m)                       GP(2002.00)    
 DH4987  NAD 83(1997)-  43 10 58.62153(N)    090 21 03.95246(W) AD(       ) B
 DH4987  ELLIP H (08/01/05)  179.024  (m)                       GP(       ) 4 1
 DH4987  NAVD 88             212.81   (m)          698.2    (f) LEVELING    3  
 DH4987  NAVD 88 (04/20/07)  212.808  (m)          698.19   (f) SUPERSEDED  2 1
 DH4987
 DH4987.Superseded values are not recommended for survey control.
 DH4987
 DH4987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4987.See file dsdata.pdf to determine how the superseded data were derived.
 DH4987
 DH4987_MARKER: DD = SURVEY DISK
 DH4987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4987_STAMPING: AVOCA GPS 2004
 DH4987_MARK LOGO: WIDT
 DH4987_PROJECTION: FLUSH
 DH4987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4987+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DH4987
 DH4987  HISTORY     - Date     Condition        Report By
 DH4987  HISTORY     - 2003     MONUMENTED       WIDT
 DH4987  HISTORY     - 20040816 GOOD             WIDT
 DH4987  HISTORY     - 20051227 GOOD             WIDT
 DH4987  HISTORY     - 20071002 GOOD             WIDT
 DH4987
 DH4987                          STATION DESCRIPTION
 DH4987
 DH4987'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH4987'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH4987'STATION FROM THE  EASTERN MOST JUNCTION OF STATE HIGHWAY 80 NORTH AND
 DH4987'STATE HIGHWAY 133 SOUTH WITH  STATE HIGHWAY 80 SOUTH ABOUT 1 MI WEST
 DH4987'OF THE VILLAGE OF AVOCA, GO WEST ON STATE  HIGHWAY 80 NORTH AND STATE
 DH4987'HIGHWAY 133 SOUTH FOR 0.55 MI TO THE STATION ON THE LEFT.   THE
 DH4987'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH4987'SURVEY  CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH4987'CONCRETE POST ABOUT 1 M BELOW  THE HIGHWAY PAVEMENT.  THE STATION IS
 DH4987'13.6 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 80  NORTH AND STATE
 DH4987'HIGHWAY 133 SOUTH, 54 M SOUTHEAST OF POWER POLE --8-1-10 47/24--, 31.2
 DH4987'M  SOUTH-SOUTHWEST OF POWER POLE --8-1-10 49/24--, 2.4 M
 DH4987'WEST-NORTHWEST OF TELEPHONE  PEDESTAL --2C 100 19 18 LP2--, 2.0 M
 DH4987'WEST-NORTHWEST OF A --R/W-- SIGN, 1.0 M NORTH OF AN  ORANGE 4X4
 DH4987'PLASTIC WITNESS POST, 1.0 M EAST-SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DH4987'WITNESS  POST AND 1.0 M WEST-SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DH4987'WITNESS POST.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS
 DH4987'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH4987
 DH4987                          STATION RECOVERY (2004)
 DH4987
 DH4987'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4987'RECOVERED AS DESCRIBED.
 DH4987
 DH4987                          STATION RECOVERY (2005)
 DH4987
 DH4987'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 DH4987'RECOVERED AS DESCRIBED.
 DH4987
 DH4987                          STATION RECOVERY (2007)
 DH4987
 DH4987'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH4987'RECOVERED IN GOOD CONDITION.  ---NOTE--- THE STATION IS 0.05 MILE (NOT
 DH4987'0.55 MILE) WEST OF STATE HIGHWAY 80 SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4822 ***********************************************************************
 DG4822  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4822  DESIGNATION -  AVON GPS
 DG4822  PID         -  DG4822
 DG4822  STATE/COUNTY-  WI/ROCK
 DG4822  COUNTRY     -  US
 DG4822  USGS QUAD   -  NEWARK (2018)
 DG4822
 DG4822                         *CURRENT SURVEY CONTROL
 DG4822  ______________________________________________________________________
 DG4822* NAD 83(2011) POSITION- 42 31 42.12083(N) 089 13 43.46792(W)   ADJUSTED
 DG4822* NAD 83(2011) ELLIP HT-   238.592 (meters)        (06/27/12)   ADJUSTED
 DG4822* NAD 83(2011) EPOCH   -  2010.00
 DG4822* NAVD 88 ORTHO HEIGHT -   272.36  (meters)      893.6   (feet) GPS OBS
 DG4822  ______________________________________________________________________
 DG4822  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4822  GEOID HEIGHT    -        -33.761 (meters)                     GEOID12A
 DG4822  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 DG4822  NAD 83(2011) X  -     63,368.509 (meters)                     COMP
 DG4822  NAD 83(2011) Y  - -4,707,276.358 (meters)                     COMP
 DG4822  NAD 83(2011) Z  -  4,289,198.706 (meters)                     COMP
 DG4822  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 DG4822
 DG4822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4822  Standards:
 DG4822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4822  -------------------------------------------------------------------
 DG4822  NETWORK    0.50   0.57           0.23   0.17   0.29      0.11950070
 DG4822  -------------------------------------------------------------------
 DG4822  Click here for local accuracies and other accuracy information.
 DG4822
 DG4822.The horizontal coordinates were established by GPS observations
 DG4822.and adjusted by the National Geodetic Survey in June 2012.
 DG4822
 DG4822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4822.been affixed to the stable North American tectonic plate. See 
 DG4822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4822
 DG4822.The horizontal coordinates are valid at the epoch date displayed above
 DG4822.which is a decimal equivalence of Year/Month/Day.
 DG4822
 DG4822.The orthometric height was determined by GPS observations and a
 DG4822.high-resolution geoid model using precise GPS observation and
 DG4822.processing techniques.
 DG4822
 DG4822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4822.GEOID18 height accuracy estimate available here.
 DG4822
 DG4822.Click photographs - Photos may exist for this station.
 DG4822
 DG4822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4822
 DG4822.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4822
 DG4822.The ellipsoidal height was determined by GPS observations
 DG4822.and is referenced to NAD 83.
 DG4822
 DG4822. The following values were computed from the NAD 83(2011) position.
 DG4822
 DG4822;                    North         East     Units Scale Factor Converg.
 DG4822;SPC WI S     -    58,990.909   663,370.171   MT  1.00004763   +0 31 47.8
 DG4822;SPC WI S     -   193,539.34  2,176,406.97   sFT  1.00004763   +0 31 47.8
 DG4822;UTM  16      - 4,710,850.071   316,951.704   MT  1.00001226   -1 30 25.0
 DG4822
 DG4822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4822!SPC WI S     -   0.99996258  x   1.00004763  =   1.00001021
 DG4822!UTM  16      -   0.99996258  x   1.00001226  =   0.99997484
 DG4822
 DG4822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1695110850(NAD 83)
 DG4822
 DG4822                          SUPERSEDED SURVEY CONTROL
 DG4822
 DG4822  NAD 83(2007)-  42 31 42.12086(N)    089 13 43.46880(W) AD(2002.00) 0
 DG4822  ELLIP H (02/10/07)  238.624  (m)                       GP(2002.00)    
 DG4822  NAD 83(1997)-  42 31 42.12074(N)    089 13 43.46913(W) AD(       ) 1
 DG4822  ELLIP H (04/02/04)  238.644  (m)                       GP(       ) 4 1
 DG4822  NAVD 88 (07/26/07)  272.33   (m)  UNKNOWN  model used  GPS OBS        
 DG4822  NAVD 88 (04/02/04)  272.32   (m)  GEOID03  model used  GPS OBS        
 DG4822
 DG4822.Superseded values are not recommended for survey control.
 DG4822
 DG4822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4822.See file dsdata.pdf to determine how the superseded data were derived.
 DG4822
 DG4822_MARKER: DD = SURVEY DISK
 DG4822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4822_STAMPING: AVON GPS 1992
 DG4822_MARK LOGO: WI-105
 DG4822_PROJECTION: FLUSH
 DG4822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4822+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DG4822
 DG4822  HISTORY     - Date     Condition        Report By
 DG4822  HISTORY     - 1992     MONUMENTED       WI-105
 DG4822  HISTORY     - 2001     GOOD             WIDT
 DG4822  HISTORY     - 20070828 GOOD             WIDT
 DG4822
 DG4822                          STATION DESCRIPTION
 DG4822
 DG4822'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4822'THE STATION IS LOCATED ABOUT 25 KM SOUTHWEST OF JANESVILLE AND 16 KM
 DG4822'WEST-NORTHWEST OF BELOIT. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DG4822'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DG4822'HIGHWAY 11 WITH STATE HIGHWAY 81 ABOUT 20 KM EAST OF THE CITY OF
 DG4822'MONROE, GO SOUTHEAST ON STATE HIGHWAY 81 FOR 15.8 KM TO COUNTY HIGHWAY
 DG4822'K AND THE STATION ON THE LEFT. THE STATION IS A BRONZE ROCK COUNTY
 DG4822'GEODETIC CONTROL MARKER SURVEY DISK SET IN THE TOP OF A 45-CM DIAMETER
 DG4822'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 0.5 M ABOVE THE
 DG4822'HIGHWAY PAVEMENT. THE STATION IS 51.3 M NORTH-NORTHEAST OF THE
 DG4822'CENTERLINE OF STATE HIGHWAY 81, 32.1 M WEST OF THE CENTERLINE OF
 DG4822'COUNTY HIGHWAY K, 20.8 M WEST-SOUTHWEST OF A METAL POST FOR A --R/W--
 DG4822'SIGN, AND 7.6 M SOUTHEAST OF A METAL FENCE.  ---NOTE---THE STATION IS
 DG4822'SOUTH, WEST, AND NORTH OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DG4822'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4822'THAN 20 DEGREES ABOVE THE HORIZON.
 DG4822
 DG4822                          STATION RECOVERY (2007)
 DG4822
 DG4822'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4823 ***********************************************************************
 DG4823  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4823  DESIGNATION -  AVON N GPS
 DG4823  PID         -  DG4823
 DG4823  STATE/COUNTY-  WI/ROCK
 DG4823  COUNTRY     -  US
 DG4823  USGS QUAD   -  BRODHEAD EAST (2018)
 DG4823
 DG4823                         *CURRENT SURVEY CONTROL
 DG4823  ______________________________________________________________________
 DG4823* NAD 83(2011) POSITION- 42 34 41.62813(N) 089 17 14.04098(W)   ADJUSTED
 DG4823* NAD 83(2011) ELLIP HT-   220.420 (meters)        (06/27/12)   ADJUSTED
 DG4823* NAD 83(2011) EPOCH   -  2010.00
 DG4823* NAVD 88 ORTHO HEIGHT -   254.22  (meters)      834.1   (feet) GPS OBS
 DG4823  ______________________________________________________________________
 DG4823  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4823  GEOID HEIGHT    -        -33.793 (meters)                     GEOID12A
 DG4823  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 DG4823  NAD 83(2011) X  -     58,516.114 (meters)                     COMP
 DG4823  NAD 83(2011) Y  - -4,703,579.476 (meters)                     COMP
 DG4823  NAD 83(2011) Z  -  4,293,266.859 (meters)                     COMP
 DG4823  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 DG4823
 DG4823  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4823  Standards:
 DG4823         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4823            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4823  -------------------------------------------------------------------
 DG4823  NETWORK    0.30   0.39           0.14   0.10   0.20      0.06441026
 DG4823  -------------------------------------------------------------------
 DG4823  Click here for local accuracies and other accuracy information.
 DG4823
 DG4823.The horizontal coordinates were established by GPS observations
 DG4823.and adjusted by the National Geodetic Survey in June 2012.
 DG4823
 DG4823.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4823.been affixed to the stable North American tectonic plate. See 
 DG4823.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4823
 DG4823.The horizontal coordinates are valid at the epoch date displayed above
 DG4823.which is a decimal equivalence of Year/Month/Day.
 DG4823
 DG4823.The orthometric height was determined by GPS observations and a
 DG4823.high-resolution geoid model using precise GPS observation and
 DG4823.processing techniques.
 DG4823
 DG4823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4823.GEOID18 height accuracy estimate available here.
 DG4823
 DG4823.Click photographs - Photos may exist for this station.
 DG4823
 DG4823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4823
 DG4823.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4823
 DG4823.The ellipsoidal height was determined by GPS observations
 DG4823.and is referenced to NAD 83.
 DG4823
 DG4823. The following values were computed from the NAD 83(2011) position.
 DG4823
 DG4823;                    North         East     Units Scale Factor Converg.
 DG4823;SPC WI S     -    64,487.168   658,516.932   MT  1.00003488   +0 29 23.1
 DG4823;SPC WI S     -   211,571.65  2,160,484.30   sFT  1.00003488   +0 29 23.1
 DG4823;UTM  16      - 4,716,515.284   312,297.011   MT  1.00003349   -1 32 52.7
 DG4823
 DG4823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4823!SPC WI S     -   0.99996543  x   1.00003488  =   1.00000031
 DG4823!UTM  16      -   0.99996543  x   1.00003349  =   0.99999892
 DG4823
 DG4823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1229716515(NAD 83)
 DG4823
 DG4823                          SUPERSEDED SURVEY CONTROL
 DG4823
 DG4823  NAD 83(2007)-  42 34 41.62818(N)    089 17 14.04187(W) AD(2002.00) 0
 DG4823  ELLIP H (02/10/07)  220.452  (m)                       GP(2002.00)    
 DG4823  NAD 83(1997)-  42 34 41.62804(N)    089 17 14.04221(W) AD(       ) 1
 DG4823  ELLIP H (04/02/04)  220.472  (m)                       GP(       ) 4 1
 DG4823  NAVD 88 (07/26/07)  254.20   (m)  UNKNOWN  model used  GPS OBS        
 DG4823  NAVD 88 (04/02/04)  254.19   (m)  GEOID03  model used  GPS OBS        
 DG4823
 DG4823.Superseded values are not recommended for survey control.
 DG4823
 DG4823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4823.See file dsdata.pdf to determine how the superseded data were derived.
 DG4823
 DG4823_MARKER: DD = SURVEY DISK
 DG4823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4823_STAMPING: AVON N GPS 2002
 DG4823_MARK LOGO: WIDT
 DG4823_PROJECTION: FLUSH
 DG4823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4823+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 DG4823
 DG4823  HISTORY     - Date     Condition        Report By
 DG4823  HISTORY     - 2001     MONUMENTED       WIDT
 DG4823  HISTORY     - 20040416 GOOD             USPSQD
 DG4823  HISTORY     - 20070821 GOOD             WIDT
 DG4823  HISTORY     - 20080703 GOOD             WIDT
 DG4823
 DG4823                          STATION DESCRIPTION
 DG4823
 DG4823'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4823'THE STATION IS LOCATED ABOUT 25 KM SOUTHWEST OF JANESVILLE, 22 KM
 DG4823'NORTHWEST OF BELOIT, AND 9 KM SOUTHEAST OF BRODHEAD.  OWNERSHIP--TOWN
 DG4823'OF AVON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11
 DG4823'WITH STATE HIGHWAY 81, ABOUT 3 KM SOUTHWEST OF THE CITY OF BRODHEAD,
 DG4823'GO SOUTHEAST ON STATE HIGHWAY 81 FOR 11.1 KM TO SOUTH MORAITY ROAD ON
 DG4823'THE LEFT, TURN LEFT AND GO NORTH ON SOUTH MORAITY ROAD FOR 1.4 KM TO
 DG4823'WEST SKINNER ROAD, TURN LEFT AND GO NORTHWEST ON WEST SKINNER ROAD FOR
 DG4823'0.9 KM TO SOUTH LEE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DG4823'SOUTH LEE ROAD FOR 1.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS
 DG4823'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4823'CONTROL STATION DISK SET IN TOP OF A 41-CM CONCRETE POST SET TO A
 DG4823'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DG4823'IS 9.9 M EAST OF THE CENTERLINE OF SOUTH LEE ROAD, 71 M SOUTH OF A
 DG4823'80-CM DIAMETER CORRUGAED METAL CULVERT PIPE, 18.2 M EAST-NORTHEAST OF
 DG4823'A STEEL POWER POLE --5B3R 3--, 15 M NORTH OF THE EXTENDED CENTER OF A
 DG4823'FIELD ENTRANCE, AND 3 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE
 DG4823'STATION IS  SOUTH, NORTH-NORTHWEST AND EAST OF THREE ORANGE 4X4
 DG4823'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4823'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4823
 DG4823                          STATION RECOVERY (2004)
 DG4823
 DG4823'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4823'RECOVERED IN GOOD CONDITION.  NOTE-- THERE ARE NO WITNESS POSTS
 DG4823'PRESENT - ONLY CHUNKS.
 DG4823
 DG4823                          STATION RECOVERY (2007)
 DG4823
 DG4823'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4823'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 MILE SOUTH OF
 DG4823'WEST AVON NORTH TOWNLINE ROAD AND 0.5 M WEST OF A WHITE PLASTIC
 DG4823'WITNESS POST.  NOTE-- THE MONUMENT IS RECESSED 10 CM BELOW GROUND
 DG4823'LEVEL.
 DG4823
 DG4823                          STATION RECOVERY (2008)
 DG4823
 DG4823'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DG4823'RECOVERED IN GOOD CONDITION.  REPLACED THREE BROKEN GUARD POSTS.  THE
 DG4823'STATION IS 1.0 M SOUTH, 1.0 M EAST, AND 1.0 M NORTH-NORTHWEST OF THREE
 DG4823'4X4 ORANGE PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9761 ***********************************************************************
 DF9761  DESIGNATION -  AVON S GPS
 DF9761  PID         -  DF9761
 DF9761  STATE/COUNTY-  WI/ROCK
 DF9761  COUNTRY     -  US
 DF9761  USGS QUAD   -  DURAND (2018)
 DF9761
 DF9761                         *CURRENT SURVEY CONTROL
 DF9761  ______________________________________________________________________
 DF9761* NAD 83(2011) POSITION- 42 29 58.29391(N) 089 19 24.87590(W)   ADJUSTED
 DF9761* NAD 83(2011) ELLIP HT-   202.892 (meters)        (06/27/12)   ADJUSTED
 DF9761* NAD 83(2011) EPOCH   -  2010.00
 DF9761* NAVD 88 ORTHO HEIGHT -   236.592 (meters)      776.22  (feet) ADJUSTED
 DF9761  ______________________________________________________________________
 DF9761  GEOID HEIGHT    -        -33.700 (meters)                     GEOID18
 DF9761  NAD 83(2011) X  -     55,602.226 (meters)                     COMP
 DF9761  NAD 83(2011) Y  - -4,709,513.392 (meters)                     COMP
 DF9761  NAD 83(2011) Z  -  4,286,812.987 (meters)                     COMP
 DF9761  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 DF9761  DYNAMIC HEIGHT  -        236.518 (meters)      775.98  (feet) COMP
 DF9761  MODELED GRAVITY -    980,300.2   (mgal)                       NAVD 88
 DF9761
 DF9761  VERT ORDER      -  SECOND    CLASS I
 DF9761
 DF9761  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9761  Standards:
 DF9761         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9761            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9761  -------------------------------------------------------------------
 DF9761  NETWORK    0.29   0.39           0.13   0.10   0.20      0.02161034
 DF9761  -------------------------------------------------------------------
 DF9761  Click here for local accuracies and other accuracy information.
 DF9761
 DF9761.The horizontal coordinates were established by GPS observations
 DF9761.and adjusted by the National Geodetic Survey in June 2012.
 DF9761
 DF9761.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9761.been affixed to the stable North American tectonic plate. See 
 DF9761.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9761
 DF9761.The horizontal coordinates are valid at the epoch date displayed above
 DF9761.which is a decimal equivalence of Year/Month/Day.
 DF9761
 DF9761.The orthometric height was determined by differential leveling and
 DF9761.adjusted by the WI DEPT OF TRANSP
 DF9761.in May 2012.
 DF9761
 DF9761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9761.GEOID18 height accuracy estimate available here.
 DF9761
 DF9761.Click photographs - Photos may exist for this station.
 DF9761
 DF9761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9761
 DF9761.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9761
 DF9761.The ellipsoidal height was determined by GPS observations
 DF9761.and is referenced to NAD 83.
 DF9761
 DF9761.The dynamic height is computed by dividing the NAVD 88
 DF9761.geopotential number by the normal gravity value computed on the
 DF9761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9761.degrees latitude (g = 980.6199 gals.).
 DF9761
 DF9761.The modeled gravity was interpolated from observed gravity values.
 DF9761
 DF9761. The following values were computed from the NAD 83(2011) position.
 DF9761
 DF9761;                    North         East     Units Scale Factor Converg.
 DF9761;SPC WI S     -    55,719.479   655,604.219   MT  1.00005534   +0 27 53.2
 DF9761;SPC WI S     -   182,806.32  2,150,928.18   sFT  1.00005534   +0 27 53.2
 DF9761;UTM  16      - 4,707,856.667   309,074.599   MT  1.00004851   -1 34 12.9
 DF9761
 DF9761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9761!SPC WI S     -   0.99996818  x   1.00005534  =   1.00002352
 DF9761!UTM  16      -   0.99996818  x   1.00004851  =   1.00001669
 DF9761
 DF9761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0907407856(NAD 83)
 DF9761
 DF9761                          SUPERSEDED SURVEY CONTROL
 DF9761
 DF9761  NAD 83(2007)-  42 29 58.29396(N)    089 19 24.87675(W) AD(2002.00) 0
 DF9761  ELLIP H (02/10/07)  202.925  (m)                       GP(2002.00)    
 DF9761  NAD 83(1997)-  42 29 58.29381(N)    089 19 24.87709(W) AD(       ) B
 DF9761  ELLIP H (04/02/04)  202.946  (m)                       GP(       ) 3 1
 DF9761  NAVD 88             236.57   (m)          776.1    (f) LEVELING    3  
 DF9761  NAVD 88 (04/20/07)  236.574  (m)          776.16   (f) SUPERSEDED  2 1
 DF9761  NAVD 88             236.56   (m)          776.1    (f) LEVELING    3  
 DF9761  NAVD 88 (02/25/04)  236.563  (m)          776.12   (f) SUPERSEDED  2 1
 DF9761
 DF9761.Superseded values are not recommended for survey control.
 DF9761
 DF9761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9761.See file dsdata.pdf to determine how the superseded data were derived.
 DF9761
 DF9761_MARKER: DD = SURVEY DISK
 DF9761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9761_STAMPING: AVON S GPS 2002
 DF9761_MARK LOGO: WIDT
 DF9761_PROJECTION: FLUSH
 DF9761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9761+STABILITY: SURFACE MOTION
 DF9761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9761+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2020
 DF9761
 DF9761  HISTORY     - Date     Condition        Report By
 DF9761  HISTORY     - 2001     MONUMENTED       WIDT
 DF9761  HISTORY     - 20040416 GOOD             USPSQD
 DF9761  HISTORY     - 20040708 GOOD             WIDT
 DF9761  HISTORY     - 20061022 GOOD             USPSQD
 DF9761  HISTORY     - 20070829 GOOD             WIDT
 DF9761  HISTORY     - 20200204 GOOD             ILDT
 DF9761
 DF9761                          STATION DESCRIPTION
 DF9761
 DF9761'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9761'THE STATION IS LOCATED ABOUT 18 KM SOUTHEAST OF MONROE, 15 KM WEST OF
 DF9761'BELOIT, AND 9 KM SOUTH-SOUTHEAST OF BRODHEAD.  OWNERSHIP--TOWN OF
 DF9761'AVON. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH
 DF9761'STATE HIGHWAY 81 ABOUT 3 KM SOUTHWEST OF THE CITY OF BRODHEAD, GO
 DF9761'SOUTHEAST ON STATE HIGHWAY 81 FOR 3.3 KM TO COUNTY HIGHWAY T, TURN
 DF9761'RIGHT AND GO SOUTH ON COUNTY HIGHWAY T FOR 8.6 KM TO STATE LINE ROAD,
 DF9761'TURN LEFT AND GO EAST ON STATE LINE ROAD FOR 3.9 KM TO CROWLEY ROAD
 DF9761'ON THE RIGHT AND THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9761'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9761'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9761'THE DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE
 DF9761'STATION IS 10.3 M NORTH OF THE CENTERLINE OF STATE LINE ROAD, 57.7 M
 DF9761'EAST OF THE EXTENDED CENTERLINE OF CROWLEY ROAD, 22.4 M
 DF9761'NORTH-NORTHEAST OF A WOOD POST FOR A PLASTIC --BURIED TELEPHONE
 DF9761'CABLE-- SIGN, AND 2 M SOUTH OF A CULTIVATED FIELD. ---NOTE---THE
 DF9761'STATION IS EAST AND WEST OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS.
 DF9761'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9761'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9761
 DF9761                          STATION RECOVERY (2004)
 DF9761
 DF9761'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9761'RECOVERED IN GOOD CONDITION.
 DF9761
 DF9761                          STATION RECOVERY (2004)
 DF9761
 DF9761'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9761'RECOVERED AS DESCRIBED.
 DF9761
 DF9761                          STATION RECOVERY (2006)
 DF9761
 DF9761'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DF9761'RECOVERED IN GOOD CONDITION.
 DF9761
 DF9761                          STATION RECOVERY (2007)
 DF9761
 DF9761'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9761'RECOVERED IN GOOD CONDITION.  ---NOTE--- THE MONUMENT IS RECESSED 8 CM
 DF9761'BELOW GROUND LEVEL.
 DF9761
 DF9761                          STATION RECOVERY (2020)
 DF9761
 DF9761'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2020 (RI)
 DF9761'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9981 ***********************************************************************
 DF9981  DESIGNATION -  AZTALAN S GPS
 DF9981  PID         -  DF9981
 DF9981  STATE/COUNTY-  WI/JEFFERSON
 DF9981  COUNTRY     -  US
 DF9981  USGS QUAD   -  JEFFERSON (2018)
 DF9981
 DF9981                         *CURRENT SURVEY CONTROL
 DF9981  ______________________________________________________________________
 DF9981* NAD 83(2011) POSITION- 43 01 48.50083(N) 088 48 27.00629(W)   ADJUSTED
 DF9981* NAD 83(2011) ELLIP HT-   216.168 (meters)        (06/27/12)   ADJUSTED
 DF9981* NAD 83(2011) EPOCH   -  2010.00
 DF9981* NAVD 88 ORTHO HEIGHT -   250.600 (meters)      822.18  (feet) ADJUSTED
 DF9981  ______________________________________________________________________
 DF9981  GEOID HEIGHT    -        -34.431 (meters)                     GEOID18
 DF9981  NAD 83(2011) X  -     97,186.194 (meters)                     COMP
 DF9981  NAD 83(2011) Y  - -4,668,815.780 (meters)                     COMP
 DF9981  NAD 83(2011) Z  -  4,330,097.420 (meters)                     COMP
 DF9981  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 DF9981  DYNAMIC HEIGHT  -        250.535 (meters)      821.96  (feet) COMP
 DF9981  MODELED GRAVITY -    980,352.2   (mgal)                       NAVD 88
 DF9981
 DF9981  VERT ORDER      -  SECOND    CLASS I
 DF9981
 DF9981  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9981  Standards:
 DF9981         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9981            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9981  -------------------------------------------------------------------
 DF9981  NETWORK    0.26   0.33           0.12   0.09   0.17      0.06047868
 DF9981  -------------------------------------------------------------------
 DF9981  Click here for local accuracies and other accuracy information.
 DF9981
 DF9981.The horizontal coordinates were established by GPS observations
 DF9981.and adjusted by the National Geodetic Survey in June 2012.
 DF9981
 DF9981.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9981.been affixed to the stable North American tectonic plate. See 
 DF9981.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9981
 DF9981.The horizontal coordinates are valid at the epoch date displayed above
 DF9981.which is a decimal equivalence of Year/Month/Day.
 DF9981
 DF9981.The orthometric height was determined by differential leveling and
 DF9981.adjusted by the WI DEPT OF TRANSP
 DF9981.in May 2012.
 DF9981
 DF9981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9981.GEOID18 height accuracy estimate available here.
 DF9981
 DF9981.Click photographs - Photos may exist for this station.
 DF9981
 DF9981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9981
 DF9981.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9981
 DF9981.The ellipsoidal height was determined by GPS observations
 DF9981.and is referenced to NAD 83.
 DF9981
 DF9981.The dynamic height is computed by dividing the NAVD 88
 DF9981.geopotential number by the normal gravity value computed on the
 DF9981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9981.degrees latitude (g = 980.6199 gals.).
 DF9981
 DF9981.The modeled gravity was interpolated from observed gravity values.
 DF9981
 DF9981. The following values were computed from the NAD 83(2011) position.
 DF9981
 DF9981;                    North         East     Units Scale Factor Converg.
 DF9981;SPC WI S     -   115,133.515   697,182.080   MT  0.99995340   +0 49 09.7
 DF9981;SPC WI S     -   377,733.87  2,287,338.21   sFT  0.99995340   +0 49 09.7
 DF9981;UTM  16      - 4,765,746.971   352,743.820   MT  0.99986676   -1 14 01.1
 DF9981
 DF9981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9981!SPC WI S     -   0.99996610  x   0.99995340  =   0.99991950
 DF9981!UTM  16      -   0.99996610  x   0.99986676  =   0.99983287
 DF9981
 DF9981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5274365746(NAD 83)
 DF9981
 DF9981                          SUPERSEDED SURVEY CONTROL
 DF9981
 DF9981  NAD 83(2007)-  43 01 48.50084(N)    088 48 27.00715(W) AD(2002.00) 0
 DF9981  ELLIP H (02/10/07)  216.196  (m)                       GP(2002.00)    
 DF9981  NAD 83(1997)-  43 01 48.50073(N)    088 48 27.00743(W) AD(       ) 1
 DF9981  ELLIP H (04/02/04)  216.198  (m)                       GP(       ) 4 1
 DF9981  NAVD 88             250.58   (m)          822.1    (f) LEVELING    3  
 DF9981  NAVD 88 (04/20/07)  250.578  (m)          822.10   (f) SUPERSEDED  2 1
 DF9981  NAVD 88             250.55   (m)          822.0    (f) LEVELING    3  
 DF9981  NAVD 88 (02/25/04)  250.547  (m)          822.00   (f) SUPERSEDED  2 1
 DF9981
 DF9981.Superseded values are not recommended for survey control.
 DF9981
 DF9981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9981.See file dsdata.pdf to determine how the superseded data were derived.
 DF9981
 DF9981_MARKER: DD = SURVEY DISK
 DF9981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9981_STAMPING: AZTALAN S GPS 1992
 DF9981_MARK LOGO: WI-055
 DF9981_PROJECTION: FLUSH
 DF9981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9981+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 DF9981
 DF9981  HISTORY     - Date     Condition        Report By
 DF9981  HISTORY     - 1992     MONUMENTED       WI-055
 DF9981  HISTORY     - 2001     GOOD             WIDT
 DF9981  HISTORY     - 20060919 GOOD             WIDT
 DF9981  HISTORY     - 20120321 GOOD             WIDT
 DF9981
 DF9981                          STATION DESCRIPTION
 DF9981
 DF9981'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9981'THE STATION IS LOCATED ABOUT 11 KM NORTH-NORTHEAST OF FORT ATKINSON,
 DF9981'10 KM SOUTHEAST OF LAKE MILLS, 3 KM NORTH OF JEFFERSON.
 DF9981'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9981'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY
 DF9981'26 (EXIT 267) IN THE VILLAGE OF JOHNSON CREEK, GO SOUTH ON STATE
 DF9981'HIGHWAY 26 FOR 7.5 KM TO WEST JUNCTION ROAD, CONTINUE SOUTH ON STATE
 DF9981'HIGHWAY 26 FOR 0.1 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF9981'BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP
 DF9981'OF A 30-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 AND ABOUT
 DF9981'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 19.9 M EAST OF THE
 DF9981'CENTERLINE OF STATE HIGHWAY 26, 37.5 M SOUTH OF A WOOD POST FOR A
 DF9981'--JEFFERSON-- SIGN, 12 M WEST OF A CULTIVATED FIELD, AND 9 M NORTH OR
 DF9981'A FIELD ENTRANCE.  ---NOTE---THE STATION IS NORTHWEST, SOUTHWEST AND
 DF9981'EAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9981'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 DF9981'ABOVE THE HORIZON.
 DF9981
 DF9981                          STATION RECOVERY (2006)
 DF9981
 DF9981'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9981'RECOVERED IN GOOD CONDITION.
 DF9981
 DF9981                          STATION RECOVERY (2012)
 DF9981
 DF9981'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (GRS)
 DF9981'RECOVERED IN GOOD CONDITION.  ROAD REALIGNMENT IN THE AREA REQUIRES A
 DF9981'NEW DESCRIPTION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DF9981'18 AND STATE HIGHWAY 26 BYPASS APPROXIMATELY 1.3 MI WEST OF THE CITY
 DF9981'OF JEFFERSON, GO NORTH AND NORTHEAST ON HIGHWAY 26 FOR 2.4 MI TO AN
 DF9981'EXIT RIGHT,
 DF9981'CONTINUE NORTHEAST FOR 0.2 MI ON THE OFF RAMP TO BUSINESS HIGHWAY 26,
 DF9981'TURN RIGHT AND GO IN A SOUTHERLY DIRECTION FOR 0.2 MI TO NORTH
 DF9981'WATERTOWN AVENUE RIGHT AND WEST JUNCTION ROAD LEFT, TURN RIGHT GO WEST
 DF9981'ON NORTH WATERTOWN ROAD FOR 0.1 MI TO THE INTERSECTION WITH MASTERS
 DF9981'DRIVE AND THE STATION ON THE RIGHT.
 DF9981'THE STATION IS 19.4 M NORTH-NORTHWEST OF THE CENTERLINE OF NORTH
 DF9981'WATERTOWN AVENUE, 15.7 M NORTHEAST OF THE CENTERLINE OF MASTERS DRIVE,
 DF9981'9.45 M SOUTHWEST OF A DOT RIGHT-OF-WAY MONUMENT, 9.4 M SOUTHWEST OF
 DF9981'AT+T PEDESTAL F5480W, 9.3 M SOUTHWEST OF JEFFERSON UTILITIES POLE
 DF9981'5F20F, AND 7.1 M NORTHEAST OF A WOODEN POST FOR A 'DEAD END' SIGN.
 DF9981'THE STATION IS ON A SLIGHT MOUND, APPROXIMATELY LEVEL WITH THE STREET
 DF9981'PAVEMENT, 1.00 METER NORTHWEST,0.95 M EAST, AND 0.90 SOUTH OF THREE
 DF9981'ORANGE PLASTIC GUARD POSTS, AND 0.45 M SOUTHEAST OF A WHITE PLASTIC
 DF9981'WITNESS POST.  NOTE -- THE STATION IS UNDER A THREE-PHASE POWER LINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9980 ***********************************************************************
 DF9980  DESIGNATION -  AZTALAN S GPS AZ MK
 DF9980  PID         -  DF9980
 DF9980  STATE/COUNTY-  WI/JEFFERSON
 DF9980  COUNTRY     -  US
 DF9980  USGS QUAD   -  JEFFERSON (2018)
 DF9980
 DF9980                         *CURRENT SURVEY CONTROL
 DF9980  ______________________________________________________________________
 DF9980* NAD 83(1986) POSITION- 43 02 24.25   (N) 088 48 16.57   (W)   HD_HELD1
 DF9980* NAVD 88 ORTHO HEIGHT -   248.343 (meters)      814.77  (feet) ADJUSTED
 DF9980  ______________________________________________________________________
 DF9980  GEOID HEIGHT    -        -34.448 (meters)                     GEOID18
 DF9980  DYNAMIC HEIGHT  -        248.278 (meters)      814.56  (feet) COMP
 DF9980  MODELED GRAVITY -    980,353.0   (mgal)                       NAVD 88
 DF9980
 DF9980  VERT ORDER      -  SECOND    CLASS I
 DF9980
 DF9980.The horizontal coordinates were determined by differentially corrected
 DF9980.hand held GPS observations or other comparable positioning techniques
 DF9980.and have an estimated accuracy of +/- 3 meters.
 DF9980
 DF9980.The orthometric height was determined by differential leveling and
 DF9980.adjusted by the WI DEPT OF TRANSP
 DF9980.in May 2012.
 DF9980
 DF9980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9980.GEOID18 height accuracy estimate available here.
 DF9980
 DF9980.Click photographs - Photos may exist for this station.
 DF9980
 DF9980.The dynamic height is computed by dividing the NAVD 88
 DF9980.geopotential number by the normal gravity value computed on the
 DF9980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9980.degrees latitude (g = 980.6199 gals.).
 DF9980
 DF9980.The modeled gravity was interpolated from observed gravity values.
 DF9980
 DF9980;                    North         East    Units  Estimated Accuracy
 DF9980;SPC WI S     -   116,239.9     697,402.5     MT  (+/- 3 meters HH1 GPS) 
 DF9980
 DF9980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5300366844(NAD 83)
 DF9980
 DF9980                          SUPERSEDED SURVEY CONTROL
 DF9980
 DF9980  NAVD 88 (04/20/07)  248.321  (m)          814.70   (f) SUPERSEDED  2 1
 DF9980  NAVD 88 (02/25/04)  248.288  (m)          814.59   (f) SUPERSEDED  2 1
 DF9980
 DF9980.Superseded values are not recommended for survey control.
 DF9980
 DF9980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9980.See file dsdata.pdf to determine how the superseded data were derived.
 DF9980
 DF9980_MARKER: DZ = AZIMUTH MARK DISK
 DF9980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9980_STAMPING: AZTALAN S GPS 1992
 DF9980_MARK LOGO: WI-055
 DF9980_PROJECTION: FLUSH
 DF9980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9980+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 DF9980
 DF9980  HISTORY     - Date     Condition        Report By
 DF9980  HISTORY     - 1992     MONUMENTED       WI-055
 DF9980  HISTORY     - 2001     GOOD             WIDT
 DF9980  HISTORY     - 20060919 GOOD             WIDT
 DF9980  HISTORY     - 20120321 GOOD             WIDT
 DF9980
 DF9980                          STATION DESCRIPTION
 DF9980
 DF9980'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9980'THE STATION IS LOCATED ABOUT 47 KM EAST OF MADISON, 5 KM
 DF9980'SOUTH-SOUTHWEST OF JOHNSON CREEK AND 4 KM NORTH OF JEFFERSON.
 DF9980'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9980'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY
 DF9980'26 (EXIT 267) IN THE VILLAGE OF JOHNSON CREEK, GO SOUTH ON STATE
 DF9980'HIGHWAY 26 FOR 2.2 KM TO COUNTY HIGHWAY Y ON THE RIGHT, CONTINUE
 DF9980'SOUTH ON STATE HIGHWAY 26 FOR 4.3 KM TO JAHN ROAD AND THE STATION ON
 DF9980'THE LEFT.  THE STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL
 DF9980'MARK DISK SET IN THE TOP OF A 23-CM DIAMETER CONCRETE POST SET TO A
 DF9980'DEPTH OF 1.8 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT. THE STATION
 DF9980'IS 28.2 M EAST OF THE CENTERLINE OF STATE HIGHWAY 26, 29.0 M SOUTH OF
 DF9980'THE CENTERLINE OF JAHN ROAD, 5.6 M NORTH OF TELEPHONE PEDESTAL --3--,
 DF9980'AND 1 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS 0.3 M
 DF9980'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO
 DF9980'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9980'HORIZON.
 DF9980
 DF9980                          STATION RECOVERY (2006)
 DF9980
 DF9980'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9980'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M
 DF9980'WEST-NORTHWEST OF A YELLOW METAL RIGHT-OF-WAY POST AND 0.3 M WEST, 1.0
 DF9980'M SOUTH, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9980
 DF9980                          STATION RECOVERY (2012)
 DF9980
 DF9980'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (GRS)
 DF9980'RECOVERED IN GOOD CONDITION.  ROAD REALIGNMENT IN THE AREA REQUIRES A
 DF9980'NEW DESCRIPTION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DF9980'18 AND STATE HIGHWAY 26 BYPASS APPROXIMATELY 1.3 MI WEST OF THE CITY
 DF9980'OF JEFFERSON, GO NORTH AND NORTHEAST ON HIGHWAY 26 FOR 2.4 MI TO AN
 DF9980'EXIT RIGHT,
 DF9980'CONTINUE NORTHEAST FOR 0.2 MI ON THE OFF RAMP TO BUSINESS HIGHWAY 26,
 DF9980'TURN LEFT AND GO NORTHWEST ON BUSINESS 26 WHICH BECOMES INDIAN HEAD
 DF9980'DRIVE FOR 0.4 MI TO THE INTERSECTION WITH THE RELOCATED JAHN ROAD
 DF9980'RIGHT AND SCHREIBER LANE WEST, CONTINUE NORTH ON INDIAN HEAD DRIVE FOR
 DF9980'0.1 MI TO THE STATION ON THE RIGHT.
 DF9980'THE STATION IS 28.1 M EAST OF THE CENTERLINE OF INDIAN HEAD DRIVE,
 DF9980'39.1 M SOUTH-SOUTHWEST OF JEFFERSON UTILITIES POLE 4F37N, 28.5 M SOUTH
 DF9980'OF THE CENTERLINE OF THE ABANDON WESTERN END OF OLD JAHN ROAD, 20.6 M
 DF9980'SOUTHEAST OF THE SOUTH END OF 60-CM METAL CULVERT UNDER THE ABANDON
 DF9980'ROAD.
 DF9980'THE STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER,
 DF9980'AZIMUTH MARK DISK (NOT A STATION DISK) SET IN THE TOP OF A 28-CM (NOT
 DF9980'23-CM) DIAMETER CONCRETE POST, FLUSH WITH THE GROUND AND 2.7 M BELOW
 DF9980'THE PAVEMENT OF INDIAN HEAD DRIVE.
 DF9980'THE STATION IS 0.90 M NORTHWEST OF A STEEL RIGHT-OF-WAY WITNESS POST
 DF9980'AND 0.95 M SOUTHEAST, 0.90 M NORTHEAST, AND 0.35 M WEST OF THREE WHITE
 DF9980'PLASTIC WITNESS POSTS.
 DF9980'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0146 ***********************************************************************
 OL0146  DESIGNATION -  B
 OL0146  PID         -  OL0146
 OL0146  STATE/COUNTY-  WI/MILWAUKEE
 OL0146  COUNTRY     -  US
 OL0146  USGS QUAD   -  MILWAUKEE (2018)
 OL0146
 OL0146                         *CURRENT SURVEY CONTROL
 OL0146  ______________________________________________________________________
 OL0146* NAD 83(1986) POSITION- 43 03 12.5    (N) 087 53 15.5    (W)   HD_HELD2
 OL0146* NAVD 88 ORTHO HEIGHT -   181.637 (meters)      595.92  (feet) ADJUSTED
 OL0146  ______________________________________________________________________
 OL0146  GEOID HEIGHT    -        -35.172 (meters)                     GEOID18
 OL0146  DYNAMIC HEIGHT  -        181.589 (meters)      595.76  (feet) COMP
 OL0146  MODELED GRAVITY -    980,353.1   (mgal)                       NAVD 88
 OL0146
 OL0146  VERT ORDER      -  FIRST     CLASS 0
 OL0146
 OL0146.The horizontal coordinates were established by autonomous hand held GPS
 OL0146.observations and have an estimated accuracy of +/- 10 meters.
 OL0146
 OL0146.The orthometric height was determined by differential leveling and
 OL0146.adjusted by the NATIONAL GEODETIC SURVEY
 OL0146.in June 1991.
 OL0146
 OL0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0146.GEOID18 height accuracy estimate available here.
 OL0146
 OL0146.Click photographs - Photos may exist for this station.
 OL0146
 OL0146.The dynamic height is computed by dividing the NAVD 88
 OL0146.geopotential number by the normal gravity value computed on the
 OL0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0146.degrees latitude (g = 980.6199 gals.).
 OL0146
 OL0146.The modeled gravity was interpolated from observed gravity values.
 OL0146
 OL0146;                    North         East    Units  Estimated Accuracy
 OL0146;SPC WI S     -   119,210.      772,068.      MT  (+/- 10 meters HH2 GPS)
 OL0146
 OL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2771267135(NAD 83)
 OL0146
 OL0146                          SUPERSEDED SURVEY CONTROL
 OL0146
 OL0146  NGVD 29 (??/??/92)  181.73   (m)          596.2    (f) COMPUTED    1 0
 OL0146
 OL0146.Superseded values are not recommended for survey control.
 OL0146
 OL0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0146.See file dsdata.pdf to determine how the superseded data were derived.
 OL0146
 OL0146_MARKER: Z = SEE DESCRIPTION
 OL0146_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0146
 OL0146  HISTORY     - Date     Condition        Report By
 OL0146  HISTORY     - UNK      MONUMENTED       USLS
 OL0146  HISTORY     - 1972     GOOD             NGS
 OL0146  HISTORY     - 1988     GOOD             USPSQD
 OL0146
 OL0146                          STATION DESCRIPTION
 OL0146
 OL0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0146'AT MILWAUKEE.
 OL0146'AT MILWAUKEE, 1.05 MILES NORTH ALONG LINCOLN MEMORIAL DRIVE FROM
 OL0146'THE MILWAUKEE COUNTY WAR MEMORIAL ART CENTER, 176 1/2 FEET WEST
 OL0146'OF THE WEST CORNER OF AN OLD BRICK BUILDING NO. 1701 (MILWAUKEE
 OL0146'RIVER FLUSHING STATION), AT THE BASE OF A STEEP BANK, (OLD
 OL0146'RAILWAY GRADE), 112 FEET NORTHWEST OF THE NORTHWEST CURB OF
 OL0146'LINCOLN MEMORIAL DRIVE, 85 1/2 FEET SOUTHWEST OF A POWER POLE,
 OL0146'12 1/2 FEET NORTHWEST OF A 12 INCH TREE, 14 1/2 FEET SOUTHWEST
 OL0146'OF A 30 INCH FORKED BOX ELDER TREE, ABOUT 9 FEET ABOVE THE LEVEL
 OL0146'OF THE DRIVE, THE TOP OF A 3/4 INCH ROD DRIVEN 10 FEET IN THE
 OL0146'GROUND AND PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 OL0146'SECTION 22, T 7 N, R 22 E.
 OL0146
 OL0146                          STATION RECOVERY (1988)
 OL0146
 OL0146'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0346 ***********************************************************************
 QN0346  DESIGNATION -  B
 QN0346  PID         -  QN0346
 QN0346  STATE/COUNTY-  WI/SAWYER
 QN0346  COUNTRY     -  US
 QN0346  USGS QUAD   -  RESERVE (2019)
 QN0346
 QN0346                         *CURRENT SURVEY CONTROL
 QN0346  ______________________________________________________________________
 QN0346* NAD 83(1986) POSITION- 45 56 04.13   (N) 091 29 33.05   (W)   HD_HELD1
 QN0346* NAVD 88 ORTHO HEIGHT -   397.845 (meters)     1305.26  (feet) ADJUSTED
 QN0346  ______________________________________________________________________
 QN0346  GEOID HEIGHT    -        -29.155 (meters)                     GEOID18
 QN0346  DYNAMIC HEIGHT  -        397.837 (meters)     1305.24  (feet) COMP
 QN0346  MODELED GRAVITY -    980,582.3   (mgal)                       NAVD 88
 QN0346
 QN0346  VERT ORDER      -  FIRST     CLASS II
 QN0346
 QN0346.The horizontal coordinates were determined by differentially corrected
 QN0346.hand held GPS observations or other comparable positioning techniques
 QN0346.and have an estimated accuracy of +/- 3 meters.
 QN0346
 QN0346.The orthometric height was determined by differential leveling and
 QN0346.adjusted by the NATIONAL GEODETIC SURVEY
 QN0346.in June 1991.
 QN0346
 QN0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0346.GEOID18 height accuracy estimate available here.
 QN0346
 QN0346.Click photographs - Photos may exist for this station.
 QN0346
 QN0346.The dynamic height is computed by dividing the NAVD 88
 QN0346.geopotential number by the normal gravity value computed on the
 QN0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0346.degrees latitude (g = 980.6199 gals.).
 QN0346
 QN0346.The modeled gravity was interpolated from observed gravity values.
 QN0346
 QN0346;                    North         East    Units  Estimated Accuracy
 QN0346;SPC WI N     -    86,425.1     484,260.7     MT  (+/- 3 meters HH1 GPS) 
 QN0346
 QN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1686587872(NAD 83)
 QN0346
 QN0346                          SUPERSEDED SURVEY CONTROL
 QN0346
 QN0346.No superseded survey control is available for this station.
 QN0346
 QN0346_MARKER: DB = BENCH MARK DISK
 QN0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0346_STAMPING: B
 QN0346_PROJECTION: FLUSH
 QN0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0346+STABILITY: SURFACE MOTION
 QN0346
 QN0346  HISTORY     - Date     Condition        Report By
 QN0346  HISTORY     - UNK      MONUMENTED       WIDNR
 QN0346  HISTORY     - 1979     GOOD             NGS
 QN0346
 QN0346                          STATION DESCRIPTION
 QN0346
 QN0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0346'5.45 MI SOUTH FROM HAYWARD.
 QN0346'5.45 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF U.S.
 QN0346'HIGHWAY 63 IN HAYWARD, AT THE CENTER OF A SMALL WAYSIDE AREA, AT THE
 QN0346'EXTREME WEST EDGE OF WINDIGO LAKE, 62.0 FT. WEST OF THE CENTERLINE OF
 QN0346'THE HIGHWAY, 2.0 FT. SOUTH OF A WISCONSIN HISTORICAL MARKER, 14.0 FT.
 QN0346'NORTHEAST OF A 32-INCH OAK TREE.
 QN0346'THE MARK IS 2 FT  S FROM  SIGN SUPPORT
 QN0346'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0722 ***********************************************************************
 NH0722  DESIGNATION -  B
 NH0722  PID         -  NH0722
 NH0722  STATE/COUNTY-  WI/GREEN
 NH0722  COUNTRY     -  US
 NH0722  USGS QUAD   -  BROWNTOWN (2018)
 NH0722
 NH0722                         *CURRENT SURVEY CONTROL
 NH0722  ______________________________________________________________________
 NH0722* NAD 83(1986) POSITION- 42 31 19.     (N) 089 48 17.     (W)   SCALED
 NH0722* NAVD 88 ORTHO HEIGHT -   238.294 (meters)      781.80  (feet) ADJUSTED
 NH0722  ______________________________________________________________________
 NH0722  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 NH0722  DYNAMIC HEIGHT  -        238.218 (meters)      781.55  (feet) COMP
 NH0722  MODELED GRAVITY -    980,297.5   (mgal)                       NAVD 88
 NH0722
 NH0722  VERT ORDER      -  FIRST     CLASS II
 NH0722
 NH0722.The horizontal coordinates were scaled from a map and have
 NH0722.an estimated accuracy of +/- 6 seconds.
 NH0722
 NH0722.The orthometric height was determined by differential leveling and
 NH0722.adjusted by the NATIONAL GEODETIC SURVEY
 NH0722.in June 1991.
 NH0722
 NH0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0722.GEOID18 height accuracy estimate available here.
 NH0722
 NH0722.Click photographs - Photos may exist for this station.
 NH0722
 NH0722.The dynamic height is computed by dividing the NAVD 88
 NH0722.geopotential number by the normal gravity value computed on the
 NH0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0722.degrees latitude (g = 980.6199 gals.).
 NH0722
 NH0722.The modeled gravity was interpolated from observed gravity values.
 NH0722
 NH0722;                    North         East    Units  Estimated Accuracy
 NH0722;SPC WI S     -    58,000.      616,050.      MT  (+/- 180 meters Scaled)
 NH0722
 NH0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN696115(NAD 83)
 NH0722
 NH0722                          SUPERSEDED SURVEY CONTROL
 NH0722
 NH0722  NGVD 29 (??/??/92)  238.398  (m)          782.14   (f) ADJ UNCH    1 2
 NH0722
 NH0722.Superseded values are not recommended for survey control.
 NH0722
 NH0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0722.See file dsdata.pdf to determine how the superseded data were derived.
 NH0722
 NH0722_MARKER: Q = CHISELED SQUARE
 NH0722_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0722_SP_SET: PIER
 NH0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0722
 NH0722  HISTORY     - Date     Condition        Report By
 NH0722  HISTORY     - 1920     MONUMENTED       CGS
 NH0722  HISTORY     - 1920     GOOD             CGS
 NH0722  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0722
 NH0722                          STATION DESCRIPTION
 NH0722
 NH0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0722'1 MI N FROM MARTINTOWN.
 NH0722'1 MI N ALONG THE ABANDONED ILLINOIS CENTRAL RR FROM MARTINTOWN,
 NH0722'GREEN COUNTY, AT THE SITE OF BRIDGE V 12-7 OVER PECATONICA
 NH0722'RIVER, AT THE CENTER PIER, ON THE NW CORNER OF THE E PILLAR.
 NH0722'A 3-IN CHISELED SQUARE.
 NH0722
 NH0722                          STATION RECOVERY (2001)
 NH0722
 NH0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0722'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0146 ***********************************************************************
 ON0146  DESIGNATION -  B 10
 ON0146  PID         -  ON0146
 ON0146  STATE/COUNTY-  WI/MONROE
 ON0146  COUNTRY     -  US
 ON0146  USGS QUAD   -  CITY ROCK (2018)
 ON0146
 ON0146                         *CURRENT SURVEY CONTROL
 ON0146  ______________________________________________________________________
 ON0146* NAD 83(1986) POSITION- 43 59 31.20   (N) 090 42 04.04   (W)   HD_HELD1
 ON0146* NAVD 88 ORTHO HEIGHT -   266.193 (meters)      873.33  (feet) ADJUSTED
 ON0146  ______________________________________________________________________
 ON0146  GEOID HEIGHT    -        -33.440 (meters)                     GEOID18
 ON0146  DYNAMIC HEIGHT  -        266.141 (meters)      873.16  (feet) COMP
 ON0146  MODELED GRAVITY -    980,417.4   (mgal)                       NAVD 88
 ON0146
 ON0146  VERT ORDER      -  SECOND    CLASS I
 ON0146
 ON0146.The horizontal coordinates were determined by differentially corrected
 ON0146.hand held GPS observations or other comparable positioning techniques
 ON0146.and have an estimated accuracy of +/- 3 meters.
 ON0146
 ON0146.The orthometric height was determined by differential leveling and
 ON0146.adjusted by the NATIONAL GEODETIC SURVEY
 ON0146.in September 2018.
 ON0146
 ON0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0146.GEOID18 height accuracy estimate available here.
 ON0146
 ON0146.Click photographs - Photos may exist for this station.
 ON0146
 ON0146.The dynamic height is computed by dividing the NAVD 88
 ON0146.geopotential number by the normal gravity value computed on the
 ON0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0146.degrees latitude (g = 980.6199 gals.).
 ON0146
 ON0146.The modeled gravity was interpolated from observed gravity values.
 ON0146
 ON0146;                    North         East    Units  Estimated Accuracy
 ON0146;SPC WI S     -   221,534.6     543,759.6     MT  (+/- 3 meters HH1 GPS) 
 ON0146
 ON0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8433773553(NAD 83)
 ON0146
 ON0146                          SUPERSEDED SURVEY CONTROL
 ON0146
 ON0146  NAVD 88 (06/15/91)  266.165  (m)          873.24   (f) SUPERSEDED  1 2
 ON0146  NGVD 29 (??/??/92)  266.177  (m)          873.28   (f) ADJ UNCH    1 2
 ON0146
 ON0146.Superseded values are not recommended for survey control.
 ON0146
 ON0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0146.See file dsdata.pdf to determine how the superseded data were derived.
 ON0146
 ON0146_MARKER: DB = BENCH MARK DISK
 ON0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0146_STAMPING: 873.282 B 10 1930
 ON0146_MARK LOGO: CGS
 ON0146_PROJECTION: FLUSH
 ON0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0146+STABILITY: SURFACE MOTION
 ON0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0146+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2018
 ON0146
 ON0146  HISTORY     - Date     Condition        Report By
 ON0146  HISTORY     - 1930     MONUMENTED       CGS
 ON0146  HISTORY     - 1935     GOOD             CGS
 ON0146  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0146  HISTORY     - 20180522 GOOD             WIDT
 ON0146
 ON0146                          STATION DESCRIPTION
 ON0146
 ON0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ON0146'1.4 MI E FROM CAMP MC COY.
 ON0146'1.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ON0146'FROM THE STATION AT CAMP MC COY, MONROE COUNTY, 516 FEET WEST
 ON0146'OF CULVERT 2807, 45.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 ON0146'TRACK, AT THE EDGE OF A SMALL CLEARING, AND 3.6 FEET NORTH
 ON0146'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 873.282 B
 ON0146'10 1930 AND SET IN THE TOP OF A CONCRETE POST.
 ON0146
 ON0146                          STATION RECOVERY (1935)
 ON0146
 ON0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 ON0146'RECOVERED IN GOOD CONDITION.
 ON0146
 ON0146                          STATION RECOVERY (1985)
 ON0146
 ON0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0146'MARK NOT FOUND.
 ON0146
 ON0146                          STATION RECOVERY (2018)
 ON0146
 ON0146'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 ON0146'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTHEAST OF CATARACT,
 ON0146'6.8 MI (10.9 KM) WEST OF TUNNEL CITY AND 6.5 MI (10.5 KM)
 ON0146'EAST-NORTHEAST OF SPARTA.
 ON0146'
 ON0146'TO REACH THE MARK NEAR THE EAST END OF A SMALL BERM, ABOUT 1 M (3.3
 ON0146'FT) LOWER THAN ROAD GRADE.
 ON0146'
 ON0146'THE MARK IS 54.5 M (178.8 FT) EAST OF TRAVERSE STATION MCCOY (ON0147)
 ON0146'AND 0.6 M (2.0 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0371 ***********************************************************************
 OM0371  DESIGNATION -  B 100
 OM0371  PID         -  OM0371
 OM0371  STATE/COUNTY-  WI/MARQUETTE
 OM0371  COUNTRY     -  US
 OM0371  USGS QUAD   -  ENDEAVOR (2018)
 OM0371
 OM0371                         *CURRENT SURVEY CONTROL
 OM0371  ______________________________________________________________________
 OM0371* NAD 83(1986) POSITION- 43 42 56.     (N) 089 27 56.     (W)   SCALED
 OM0371* NAVD 88 ORTHO HEIGHT -   240.469 (meters)      788.94  (feet) ADJUSTED
 OM0371  ______________________________________________________________________
 OM0371  GEOID HEIGHT    -        -35.834 (meters)                     GEOID18
 OM0371  DYNAMIC HEIGHT  -        240.412 (meters)      788.75  (feet) COMP
 OM0371  MODELED GRAVITY -    980,378.4   (mgal)                       NAVD 88
 OM0371
 OM0371  VERT ORDER      -  SECOND    CLASS 0
 OM0371
 OM0371.The horizontal coordinates were scaled from a map and have
 OM0371.an estimated accuracy of +/- 6 seconds.
 OM0371
 OM0371.The orthometric height was determined by differential leveling and
 OM0371.adjusted by the NATIONAL GEODETIC SURVEY
 OM0371.in June 1991.
 OM0371
 OM0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0371.GEOID18 height accuracy estimate available here.
 OM0371
 OM0371.Click photographs - Photos may exist for this station.
 OM0371
 OM0371.The dynamic height is computed by dividing the NAVD 88
 OM0371.geopotential number by the normal gravity value computed on the
 OM0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0371.degrees latitude (g = 980.6199 gals.).
 OM0371
 OM0371.The modeled gravity was interpolated from observed gravity values.
 OM0371
 OM0371;                    North         East    Units  Estimated Accuracy
 OM0371;SPC WI S     -   190,720.      643,070.      MT  (+/- 180 meters Scaled)
 OM0371
 OM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP013432(NAD 83)
 OM0371
 OM0371                          SUPERSEDED SURVEY CONTROL
 OM0371
 OM0371  NGVD 29 (??/??/92)  240.501  (m)          789.04   (f) ADJ UNCH    2 0
 OM0371
 OM0371.Superseded values are not recommended for survey control.
 OM0371
 OM0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0371.See file dsdata.pdf to determine how the superseded data were derived.
 OM0371
 OM0371_MARKER: DB = BENCH MARK DISK
 OM0371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0371_SP_SET: BOX CULVERT HEADWALL
 OM0371_STAMPING: B 100 1934
 OM0371_MARK LOGO: CGS
 OM0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0371+STABILITY: SURFACE MOTION
 OM0371
 OM0371  HISTORY     - Date     Condition        Report By
 OM0371  HISTORY     - 1934     MONUMENTED       CGS
 OM0371  HISTORY     - 1962     MARK NOT FOUND   USGS
 OM0371  HISTORY     - 20030430 MARK NOT FOUND   WIDT
 OM0371
 OM0371                          STATION DESCRIPTION
 OM0371
 OM0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0371'AT ENDEAVOR.
 OM0371'AT ENDEAVOR, MARQUETTE COUNTY, ON THE ABANDONED MINNEAPOLIS,
 OM0371'ST. PAUL AND SAULT STE. MARIE RAILROAD, 93 FEET SOUTHWEST OF
 OM0371'THE CENTERLINE OF THE OLD RAILROAD BED, AT THE INTERSECTION
 OM0371'OF A HIGHWAY AND A T-ROAD LEADING SOUTHWEST, 27 FEET NORTHWEST
 OM0371'OF THE CENTERLINE OF THE ROAD LEADING SOUTHWEST, 18 FEET NORTHEAST
 OM0371'OF THE CENTERLINE OF THE HIGHWAY, AT A 2- BY 2-FOOT CONCRETE
 OM0371'BOX CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE SOUTHEAST
 OM0371'END OF THE NORTHEAST HEADWALL, AND ABOUT 1 FOOT BELOW THE LEVEL
 OM0371'OF THE OLD ROADBED.  A STANDARD DISK.
 OM0371
 OM0371                          STATION RECOVERY (1962)
 OM0371
 OM0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OM0371'MARK NOT FOUND.
 OM0371
 OM0371                          STATION RECOVERY (2003)
 OM0371
 OM0371'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0371'CULVERT IS GONE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0409 ***********************************************************************
 OM0409  DESIGNATION -  B 101
 OM0409  PID         -  OM0409
 OM0409  STATE/COUNTY-  WI/DANE
 OM0409  COUNTRY     -  US
 OM0409  USGS QUAD   -  DE FOREST (2018)
 OM0409
 OM0409                         *CURRENT SURVEY CONTROL
 OM0409  ______________________________________________________________________
 OM0409* NAD 83(1986) POSITION- 43 09 48.     (N) 089 20 20.     (W)   SCALED
 OM0409* NAVD 88 ORTHO HEIGHT -   262.447 (meters)      861.04  (feet) ADJUSTED
 OM0409  ______________________________________________________________________
 OM0409  GEOID HEIGHT    -        -34.567 (meters)                     GEOID18
 OM0409  DYNAMIC HEIGHT  -        262.378 (meters)      860.82  (feet) COMP
 OM0409  MODELED GRAVITY -    980,349.4   (mgal)                       NAVD 88
 OM0409
 OM0409  VERT ORDER      -  SECOND    CLASS 0
 OM0409
 OM0409.The horizontal coordinates were scaled from a map and have
 OM0409.an estimated accuracy of +/- 6 seconds.
 OM0409
 OM0409.The orthometric height was determined by differential leveling and
 OM0409.adjusted by the NATIONAL GEODETIC SURVEY
 OM0409.in June 1991.
 OM0409
 OM0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0409.GEOID18 height accuracy estimate available here.
 OM0409
 OM0409.Click photographs - Photos may exist for this station.
 OM0409
 OM0409.The dynamic height is computed by dividing the NAVD 88
 OM0409.geopotential number by the normal gravity value computed on the
 OM0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0409.degrees latitude (g = 980.6199 gals.).
 OM0409
 OM0409.The modeled gravity was interpolated from observed gravity values.
 OM0409
 OM0409;                    North         East    Units  Estimated Accuracy
 OM0409;SPC WI S     -   129,450.      653,760.      MT  (+/- 180 meters Scaled)
 OM0409
 OM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN098816(NAD 83)
 OM0409
 OM0409                          SUPERSEDED SURVEY CONTROL
 OM0409
 OM0409  NGVD 29 (??/??/92)  262.504  (m)          861.23   (f) ADJ UNCH    2 0
 OM0409
 OM0409.Superseded values are not recommended for survey control.
 OM0409
 OM0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0409.See file dsdata.pdf to determine how the superseded data were derived.
 OM0409
 OM0409_MARKER: DB = BENCH MARK DISK
 OM0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0409_STAMPING: B 101 1934
 OM0409_MARK LOGO: CGS
 OM0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0409+STABILITY: SURFACE MOTION
 OM0409
 OM0409  HISTORY     - Date     Condition        Report By
 OM0409  HISTORY     - 1934     MONUMENTED       CGS
 OM0409  HISTORY     - 1953     GOOD             CGS
 OM0409  HISTORY     - 1967     GOOD             CGS
 OM0409
 OM0409                          STATION DESCRIPTION
 OM0409
 OM0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 OM0409'3.7 MI S FROM WINDSOR.
 OM0409'DESCRIPTION-- 3.7 MILES SOUTH OF DEPOT AT WINDSOR, ALONG THE
 OM0409'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT PRIVATE
 OM0409'CROSSING, 2 POLES NORTH OF MILEPOLE NO. 28.  SET IN POST, ONE
 OM0409'FOOT ABOVE RAIL TOP, 2 FEET WEST OF FENCE, 12 FEET SOUTH OF
 OM0409'CENTERLINE OF GATEWAY AND 30 FEET EAST OF CENTERLINE OF TRACK.
 OM0409'A STANDARD DISK SET IN A CONCRETE POST.  NOTE-- ABOUT THREE AND
 OM0409'A QUARTER POLES NORTH OF MILE POST 28, PRIVATE ROAD CROSSING NO
 OM0409'LONGER MAINTAINED BY THE RR.  MARK IS AT SITE WHERE WOODEN
 OM0409'CROSS PIECE BETWEEN TWO FENCE POSTS.  CROSS PIECE IS ABOUT FIVE
 OM0409'FEET ABOVE THE GROUND AND NAILED TO THE TOP OF THE FENCE POSTS.
 OM0409
 OM0409                          STATION RECOVERY (1967)
 OM0409
 OM0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 OM0409'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0400 ***********************************************************************
 NH0400  DESIGNATION -  B 102
 NH0400  PID         -  NH0400
 NH0400  STATE/COUNTY-  WI/ROCK
 NH0400  COUNTRY     -  US
 NH0400  USGS QUAD   -  JANESVILLE WEST (2018)
 NH0400
 NH0400                         *CURRENT SURVEY CONTROL
 NH0400  ______________________________________________________________________
 NH0400* NAD 83(1986) POSITION- 42 40 22.     (N) 089 02 16.     (W)   SCALED
 NH0400* NAVD 88 ORTHO HEIGHT -   236.489 (meters)      775.88  (feet) ADJUSTED
 NH0400  ______________________________________________________________________
 NH0400  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 NH0400  DYNAMIC HEIGHT  -        236.421 (meters)      775.66  (feet) COMP
 NH0400  MODELED GRAVITY -    980,326.5   (mgal)                       NAVD 88
 NH0400
 NH0400  VERT ORDER      -  SECOND    CLASS 0
 NH0400
 NH0400.The horizontal coordinates were scaled from a map and have
 NH0400.an estimated accuracy of +/- 6 seconds.
 NH0400
 NH0400.The orthometric height was determined by differential leveling and
 NH0400.adjusted by the NATIONAL GEODETIC SURVEY
 NH0400.in June 1991.
 NH0400
 NH0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0400.GEOID18 height accuracy estimate available here.
 NH0400
 NH0400.Click photographs - Photos may exist for this station.
 NH0400
 NH0400.The dynamic height is computed by dividing the NAVD 88
 NH0400.geopotential number by the normal gravity value computed on the
 NH0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0400.degrees latitude (g = 980.6199 gals.).
 NH0400
 NH0400.The modeled gravity was interpolated from observed gravity values.
 NH0400
 NH0400;                    North         East    Units  Estimated Accuracy
 NH0400;SPC WI S     -    75,200.      678,880.      MT  (+/- 180 meters Scaled)
 NH0400
 NH0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN330264(NAD 83)
 NH0400
 NH0400                          SUPERSEDED SURVEY CONTROL
 NH0400
 NH0400  NGVD 29 (??/??/92)  236.559  (m)          776.11   (f) ADJ UNCH    2 0
 NH0400
 NH0400.Superseded values are not recommended for survey control.
 NH0400
 NH0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0400.See file dsdata.pdf to determine how the superseded data were derived.
 NH0400
 NH0400_MARKER: DB = BENCH MARK DISK
 NH0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0400_SP_SET: BRIDGE ABUTMENT
 NH0400_STAMPING: B 102 1934
 NH0400_MARK LOGO: CGS
 NH0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0400
 NH0400  HISTORY     - Date     Condition        Report By
 NH0400  HISTORY     - 1934     MONUMENTED       CGS
 NH0400  HISTORY     - 1943     GOOD             CGS
 NH0400  HISTORY     - 20010331 GOOD             NGS
 NH0400  HISTORY     - 20061015 GOOD             GEOCAC
 NH0400
 NH0400                          STATION DESCRIPTION
 NH0400
 NH0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0400'AT JANESVILLE.
 NH0400'AT JANESVILLE ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NH0400'AT BRIDGE 95 WHERE C M ST P AND PACIFIC RWY OVERPASSES THE C
 NH0400'AND N W RWY BOUND FOR AFTON.  SET VERTICALLY, 2 1/2 FEET ABOVE
 NH0400'RAIL TOP IN THE EAST CONCRETE ABUTMENT, 9 FEET EAST OF
 NH0400'CENTERLINE OF TRACK AND ONE FOOT SOUTH OF NORTH CORNER
 NH0400'OF ABUTMENT.  STANDARD DISK, SET IN CONCRETE ABUTMENT, STAMPED
 NH0400'B 102 1934.
 NH0400
 NH0400                          STATION RECOVERY (1943)
 NH0400
 NH0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 NH0400'RECOVERED IN GOOD CONDITION.
 NH0400
 NH0400                          STATION RECOVERY (2001)
 NH0400
 NH0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0400
 NH0400                          STATION RECOVERY (2006)
 NH0400
 NH0400'RECOVERY NOTE BY GEOCACHING 2006 (MJ)
 NH0400'MARK TOTALLY ENCASED IN CALCIUM FROM WATER RUN OFF. CLEARED ENOUGH
 NH0400'AWAY TO DOCUMENT. PHOTO AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0217 ***********************************************************************
 OM0217  DESIGNATION -  B 103
 OM0217  PID         -  OM0217
 OM0217  STATE/COUNTY-  WI/JEFFERSON
 OM0217  COUNTRY     -  US
 OM0217  USGS QUAD   -  WATERTOWN (2018)
 OM0217
 OM0217                         *CURRENT SURVEY CONTROL
 OM0217  ______________________________________________________________________
 OM0217* NAD 83(1986) POSITION- 43 11 30.4    (N) 088 44 04.9    (W)   HD_HELD2
 OM0217* NAVD 88 ORTHO HEIGHT -   250.255 (meters)      821.04  (feet) ADJUSTED
 OM0217  ______________________________________________________________________
 OM0217  GEOID HEIGHT    -        -34.714 (meters)                     GEOID18
 OM0217  DYNAMIC HEIGHT  -        250.192 (meters)      820.84  (feet) COMP
 OM0217  MODELED GRAVITY -    980,363.2   (mgal)                       NAVD 88
 OM0217
 OM0217  VERT ORDER      -  SECOND    CLASS I
 OM0217
 OM0217.The horizontal coordinates were established by autonomous hand held GPS
 OM0217.observations and have an estimated accuracy of +/- 10 meters.
 OM0217
 OM0217.The orthometric height was determined by differential leveling and
 OM0217.adjusted by the WI DEPT OF TRANSP
 OM0217.in May 2012.
 OM0217
 OM0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0217.GEOID18 height accuracy estimate available here.
 OM0217
 OM0217.Click photographs - Photos may exist for this station.
 OM0217
 OM0217.The dynamic height is computed by dividing the NAVD 88
 OM0217.geopotential number by the normal gravity value computed on the
 OM0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0217.degrees latitude (g = 980.6199 gals.).
 OM0217
 OM0217.The modeled gravity was interpolated from observed gravity values.
 OM0217
 OM0217;                    North         East    Units  Estimated Accuracy
 OM0217;SPC WI S     -   133,175.      702,843.      MT  (+/- 10 meters HH2 GPS)
 OM0217
 OM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5904783572(NAD 83)
 OM0217
 OM0217                          SUPERSEDED SURVEY CONTROL
 OM0217
 OM0217  NAVD 88 (04/20/07)  250.232  (m)          820.97   (f) SUPERSEDED  2 1
 OM0217  NAVD 88 (02/25/04)  250.183  (m)          820.81   (f) SUPERSEDED  2 1
 OM0217  NAVD 88 (06/15/91)  250.229  (m)          820.96   (f) SUPERSEDED  2 0
 OM0217  NGVD 29 (??/??/92)  250.290  (m)          821.16   (f) ADJ UNCH    2 0
 OM0217
 OM0217.Superseded values are not recommended for survey control.
 OM0217
 OM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0217.See file dsdata.pdf to determine how the superseded data were derived.
 OM0217
 OM0217_MARKER: DB = BENCH MARK DISK
 OM0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0217_SP_SET: CONCRETE FOUNDATION
 OM0217_STAMPING: B 103 1934
 OM0217_MARK LOGO: CGS
 OM0217_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0217+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 OM0217
 OM0217  HISTORY     - Date     Condition        Report By
 OM0217  HISTORY     - 1934     MONUMENTED       CGS
 OM0217  HISTORY     - 1934     GOOD             CGS
 OM0217  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 OM0217  HISTORY     - 2001     GOOD             WIDT
 OM0217  HISTORY     - 20060919 GOOD             WIDT
 OM0217
 OM0217                          STATION DESCRIPTION
 OM0217
 OM0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0217'AT WATERTOWN.
 OM0217'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD, 400 FEET NORTH OF
 OM0217'THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC CROSSING AT PENSTOCK.
 OM0217'SET IN THE NORTHEAST CORNER OF CONCRETE FOUNDATION, 7 FEET WEST
 OM0217'OF THE CENTER LINE OF THE TRACK, AT RAIL LEVEL.
 OM0217
 OM0217                          STATION RECOVERY (1934)
 OM0217
 OM0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OM0217'RECOVERED IN GOOD CONDITION.
 OM0217
 OM0217                          STATION RECOVERY (1979)
 OM0217
 OM0217'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 OM0217'MARK NOT FOUND.
 OM0217
 OM0217                          STATION RECOVERY (2001)
 OM0217
 OM0217'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0217'THE STATION IS LOCATED IN THE CITY OF WATERTOWN.  OWNERSHIP--UNION
 OM0217'PACIFIC RAILROAD. TO REACH THE STATION FROM THE JUNCTION OF STATE
 OM0217'HIGHWAY 19 WITH STATE HIGHWAY 26 AT THE INTERSECTION OF MAIN STREET
 OM0217'AND CHURCH STREET IN THE CITY OF WATERTOWN, GO WEST ON STATE HIGHWAY
 OM0217'19 (MAIN STREET) FOR 0.3 KM TO MONROE STREET, TURN LEFT AND GO SOUTH
 OM0217'ON MONROE STREET FOR 0.3 KM TO LAFAYETTE STREET, TURN RIGHT AND GO
 OM0217'WEST ON LAFAYETTE STREET FOR 0.2 KM TO THE RAILROAD TRACKS AND THE
 OM0217'STATION ON THE LEFT. THE STATION IS A BRONZE US COAST AND GEODETIC
 OM0217'SURVEY BENCH MARK DISK SET IN THE NORTHEAST CORNER OF A CONCRETE
 OM0217'FOUNDATION AND ABOUT LEVEL WITH THE RAILROAD TRACKS. THE STATION IS
 OM0217'47.1 M SOUTH OF THE CENTERLINE OF LAFAYETTE STREET, 15.8 M NORTHWEST
 OM0217'OF METAL POST FOR A --X-- SIGN, 11.8 M SOUTHWEST OF CENTER OF
 OM0217'RAILROAD SWITCH BOX, 8.4 M SOUTH OF CENTER OF A CIRCULAR CONCRETE
 OM0217'RAILROAD POWERBOX AND 1.4 M WEST OF WEST RAIL OF THE WEST TRACK.
 OM0217'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 OM0217'OBSTRUCTIONS IN ALL QUADRANTS EXTENDING HIGHER THAN 60 DEGREES ABOVE
 OM0217'THE HORIZON.
 OM0217
 OM0217                          STATION RECOVERY (2006)
 OM0217
 OM0217'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OM0217'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST OF A
 OM0217'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0180 ***********************************************************************
 OM0180  DESIGNATION -  B 105
 OM0180  PID         -  OM0180
 OM0180  STATE/COUNTY-  WI/FOND DU LAC
 OM0180  COUNTRY     -  US
 OM0180  USGS QUAD   -  RIPON (2018)
 OM0180
 OM0180                         *CURRENT SURVEY CONTROL
 OM0180  ______________________________________________________________________
 OM0180* NAD 83(2011) POSITION- 43 49 02.84446(N) 088 49 14.24202(W)   NO CHECK
 OM0180* NAD 83(2011) ELLIP HT-   260.469 (meters)        (06/27/12)   NO CHECK
 OM0180* NAD 83(2011) EPOCH   -  2010.00
 OM0180* NAVD 88 ORTHO HEIGHT -   296.410 (meters)      972.47  (feet) ADJUSTED
 OM0180  ______________________________________________________________________
 OM0180  GEOID HEIGHT    -        -35.948 (meters)                     GEOID18
 OM0180  NAD 83(2011) X  -     94,880.062 (meters)                     COMP
 OM0180  NAD 83(2011) Y  - -4,608,753.871 (meters)                     COMP
 OM0180  NAD 83(2011) Z  -  4,393,659.552 (meters)                     COMP
 OM0180  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 OM0180  DYNAMIC HEIGHT  -        296.346 (meters)      972.26  (feet) COMP
 OM0180  MODELED GRAVITY -    980,395.3   (mgal)                       NAVD 88
 OM0180
 OM0180  VERT ORDER      -  SECOND    CLASS I
 OM0180
 OM0180  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0180  Standards:
 OM0180         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0180            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0180  -------------------------------------------------------------------
 OM0180  NETWORK    1.43   2.51           0.66   0.47   1.28      0.12791844
 OM0180  -------------------------------------------------------------------
 OM0180  Click here for local accuracies and other accuracy information.
 OM0180
 OM0180.The horizontal coordinates were established by GPS observations
 OM0180.and adjusted by the National Geodetic Survey in June 2012.
 OM0180
 OM0180.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0180.been affixed to the stable North American tectonic plate. See 
 OM0180.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0180
 OM0180.The horizontal coordinates are valid at the epoch date displayed above
 OM0180.which is a decimal equivalence of Year/Month/Day.
 OM0180
 OM0180.No horizontal observational check was made to the station.
 OM0180
 OM0180.The orthometric height was determined by differential leveling and
 OM0180.adjusted by the WI DEPT OF TRANSP
 OM0180.in May 2012.
 OM0180
 OM0180.No vertical observational check was made to the station.
 OM0180
 OM0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0180.GEOID18 height accuracy estimate available here.
 OM0180
 OM0180.Click photographs - Photos may exist for this station.
 OM0180
 OM0180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0180
 OM0180.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0180
 OM0180.The ellipsoidal height was determined by GPS observations
 OM0180.and is referenced to NAD 83.
 OM0180
 OM0180.The dynamic height is computed by dividing the NAVD 88
 OM0180.geopotential number by the normal gravity value computed on the
 OM0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0180.degrees latitude (g = 980.6199 gals.).
 OM0180
 OM0180.The modeled gravity was interpolated from observed gravity values.
 OM0180
 OM0180. The following values were computed from the NAD 83(2011) position.
 OM0180
 OM0180;                    North         East     Units Scale Factor Converg.
 OM0180;SPC WI S     -   202,576.132   694,875.831   MT  0.99995890   +0 48 37.3
 OM0180;SPC WI S     -   664,618.53  2,279,771.79   sFT  0.99995890   +0 48 37.3
 OM0180;UTM  16      - 4,853,209.365   353,585.345   MT  0.99986367   -1 15 38.7
 OM0180
 OM0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0180!SPC WI S     -   0.99995916  x   0.99995890  =   0.99991806
 OM0180!UTM  16      -   0.99995916  x   0.99986367  =   0.99982283
 OM0180
 OM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5358553209(NAD 83)
 OM0180
 OM0180                          SUPERSEDED SURVEY CONTROL
 OM0180
 OM0180  NAD 83(2007)-  43 49 02.84449(N)    088 49 14.24283(W) AD(2002.00) 0
 OM0180  ELLIP H (02/10/07)  260.503  (m)                       GP(2002.00)    
 OM0180  NAD 83(1997)-  43 49 02.84449(N)    088 49 14.24304(W) AD(       ) 1
 OM0180  ELLIP H (04/28/99)  260.509  (m)                       GP(       ) 3 1
 OM0180  NAVD 88 (04/20/07)  296.384  (m)          972.39   (f) SUPERSEDED  2 1
 OM0180  NAVD 88             296.35   (m)          972.3    (f) LEVELING    3  
 OM0180  NAVD 88 (06/15/91)  296.347  (m)          972.27   (f) SUPERSEDED  2 0
 OM0180  NGVD 29 (??/??/92)  296.375  (m)          972.36   (f) ADJ UNCH    2 0
 OM0180
 OM0180.Superseded values are not recommended for survey control.
 OM0180
 OM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0180.See file dsdata.pdf to determine how the superseded data were derived.
 OM0180
 OM0180_MARKER: DB = BENCH MARK DISK
 OM0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0180_STAMPING: B 105 1934
 OM0180_MARK LOGO: CGS
 OM0180_PROJECTION: FLUSH
 OM0180_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0180+STABILITY: SURFACE MOTION
 OM0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0180+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 OM0180
 OM0180  HISTORY     - Date     Condition        Report By
 OM0180  HISTORY     - 1934     MONUMENTED       CGS
 OM0180  HISTORY     - 19971203 GOOD             NGS
 OM0180  HISTORY     - 20000314 GOOD             WIDT
 OM0180  HISTORY     - 20030722 GOOD             USPSQD
 OM0180  HISTORY     - 20050517 GOOD             WIDT
 OM0180  HISTORY     - 20060919 GOOD             USPSQD
 OM0180
 OM0180                          STATION DESCRIPTION
 OM0180
 OM0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0180'1.7 MI SE FROM RIPON.
 OM0180'1.7 MILES SOUTHEAST OF CM ST P R P RWY ALONG THE CHICAGO,
 OM0180'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD AT ROAD CROSSING, 1 POLE
 OM0180'NORTHWEST OF MILEPOLE 167.  SET IN POST, 45 FEET NORTHEAST OF
 OM0180'CENTERLINE OF TRACKS AT CENTER OF CROSSING, 9 FEET NORTHEAST OF
 OM0180'POLE AND 1 FOOT SOUTHWEST OF FENCE CORNER.
 OM0180
 OM0180                          STATION RECOVERY (1997)
 OM0180
 OM0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 OM0180'THE STATION IS LOCATED 1.38 KM (0.85 MI) SOUTH OF RIPON.
 OM0180'OWNERSHIP--COUNTY OF FOND DU LAC ON RIGHT OF WAY.  TO REACH THE
 OM0180'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND DOUGLAS STREET AT
 OM0180'THE SOUTHEAST CORNER OF RIPON GO SOUTH ON DOUGLAS STREET FOR 2.16 KM
 OM0180'(1.35 MI) TO THE STATION ON THE LEFT.  THE STATION IS A CGS BENCH MARK
 OM0180'DISK IN TOP OF A CONCRETE POST PROJECTING 0.1 M (0.3 FT) ABOVE THE
 OM0180'GROUND SURFACE, 11.4 M (37.4 FT) NORTHEAST OF THE NEAR RAIL OF A
 OM0180'RAILROAD, 10.8 M (35.4 FT) EAST OF THE CENTER OF THE STREET, 9.0 M
 OM0180'(29.5 FT) NORTH OF A UTILITY POLE, 6.4 M (21.0 FT) SOUTH OF THE CENTER
 OM0180'OF A FIELD ENTRANCE ROAD, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD,
 OM0180'AND 0.2 M (0.7 FT) WEST OF A WITNESS POST.
 OM0180
 OM0180                          STATION RECOVERY (2000)
 OM0180
 OM0180'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0180'RECOVERED AS DESCRIBED.
 OM0180
 OM0180                          STATION RECOVERY (2003)
 OM0180
 OM0180'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0180'RECOVERED IN GOOD CONDITION.
 OM0180
 OM0180                          STATION RECOVERY (2005)
 OM0180
 OM0180'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0180'RECOVERED IN GOOD CONDITION.  NOTE-- THE UTILITY POLE REFERENCED IN
 OM0180'THE 1997 DESCRIPTION IS NUMBERED --16-14-34 13/35--AND THE STATION IS
 OM0180'13 CM ABOVE GROUND LEVEL.  ADD-- THE STATION IS 0.2 M WEST OF AN
 OM0180'ORANGE CARSONITE WITNESS POST, AND 0.9 M SOUTHEAST AND 0.9 M NORTHEAST
 OM0180'OF TWO WHITE PLASTIC WITNESS POSTS.
 OM0180
 OM0180                          STATION RECOVERY (2006)
 OM0180
 OM0180'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0083 ***********************************************************************
 OM0083  DESIGNATION -  B 106 RESET
 OM0083  PID         -  OM0083
 OM0083  STATE/COUNTY-  WI/WAUKESHA
 OM0083  COUNTRY     -  US
 OM0083  USGS QUAD   -  WAUWATOSA (2018)
 OM0083
 OM0083                         *CURRENT SURVEY CONTROL
 OM0083  ______________________________________________________________________
 OM0083* NAD 83(1986) POSITION- 43 02 33.     (N) 088 04 43.     (W)   SCALED
 OM0083* NAVD 88 ORTHO HEIGHT -   227.12  (+/-2cm)      745.1   (feet) VERTCON3
 OM0083  ______________________________________________________________________
 OM0083  GEOID HEIGHT    -        -34.944 (meters)                     GEOID18
 OM0083  VERT ORDER      -  THIRD (See Below)
 OM0083
 OM0083.The horizontal coordinates were scaled from a map and have
 OM0083.an estimated accuracy of +/- 6 seconds.
 OM0083
 OM0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0083
 OM0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0083.GEOID18 height accuracy estimate available here.
 OM0083
 OM0083.The vertical order pertains to the NGVD 29 superseded value.
 OM0083
 OM0083.Click photographs - Photos may exist for this station.
 OM0083
 OM0083;                    North         East    Units  Estimated Accuracy
 OM0083;SPC WI S     -   117,620.      756,540.      MT  (+/- 180 meters Scaled)
 OM0083
 OM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN121660(NAD 83)
 OM0083
 OM0083                          SUPERSEDED SURVEY CONTROL
 OM0083
 OM0083  NGVD 29 (07/09/15)  227.19   (m)          745.4    (f) RESET       3  
 OM0083
 OM0083.Superseded values are not recommended for survey control.
 OM0083
 OM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0083.See file dsdata.pdf to determine how the superseded data were derived.
 OM0083
 OM0083_MARKER: DB = BENCH MARK DISK
 OM0083_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OM0083+WITH SETTING: PAVEMENT
 OM0083_SP_SET: SEMAPHORE
 OM0083_STAMPING: B 106 RESET 1961
 OM0083_MARK LOGO: CGS
 OM0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0083+STABILITY: SURFACE MOTION
 OM0083
 OM0083  HISTORY     - Date     Condition        Report By
 OM0083  HISTORY     - 1961     MONUMENTED       CGS
 OM0083  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 OM0083  HISTORY     - 20021122 MARK NOT FOUND   USPSQD
 OM0083
 OM0083                          STATION DESCRIPTION
 OM0083
 OM0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OM0083'AT ELM GROVE.
 OM0083'NEAR THE CENTER OF THE BUSINESS DISTRICT OF ELM GROVE, AT THE SITE
 OM0083'OF THE ONE-TIME RAILROAD STATION, 94 FEET SE OF THE CENTER OF THE
 OM0083'INTERSECTION OF WATERTOWN PLANK ROAD AND THE CHICAGO, MILWAUKEE,
 OM0083'ST. PAUL, AND PACIFIC RAILROAD (MILWAUKEE LINE), 14.0 FEET SW OF
 OM0083'SW RAIL OF MAIN LINE DOUBLE TRACKS, LEVEL WITH TOP OF SAME, SET
 OM0083'IN A DRILL HOLE 0.6 FOOT SE OF NW END OF SEMICIRCULAR-ENDED 2- BY
 OM0083'4-FOOT CONCRETE BASE OF RAILROAD SEMAPHORE SIGNAL WHICH BASE IS
 OM0083'FLUSH TO PROJECTING 0.1 FOOT ABOVE GROUND.
 OM0083
 OM0083                          STATION RECOVERY (2002)
 OM0083
 OM0083'RECOVERY NOTE BY US POWER SQUADRON 2002 (BRB)
 OM0083'RAIL ROAD STATION DESTROYED.  DRILL HOLE FOUND BUT NO CONCRETE SEMI
 OM0083'CIRCLE.
 OM0083
 OM0083                          STATION RECOVERY (2002)
 OM0083
 OM0083'RECOVERY NOTE BY US POWER SQUADRON 2002 (BB)
 OM0083'RAILROAD STATION NO LONGER EXISTS.  DRILL HOLE AND CEMENT CIRCLE FOUND
 OM0083'NEAR LAT AND LONG. BUT NO MARKER LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0447 ***********************************************************************
 OM0447  DESIGNATION -  B 108
 OM0447  PID         -  OM0447
 OM0447  STATE/COUNTY-  WI/DANE
 OM0447  COUNTRY     -  US
 OM0447  USGS QUAD   -  MIDDLETON (2018)
 OM0447
 OM0447                         *CURRENT SURVEY CONTROL
 OM0447  ______________________________________________________________________
 OM0447* NAD 83(1986) POSITION- 43 05 36.09   (N) 089 36 11.74   (W)   HD_HELD1
 OM0447* NAVD 88 ORTHO HEIGHT -   280.457 (meters)      920.13  (feet) ADJUSTED
 OM0447  ______________________________________________________________________
 OM0447  GEOID HEIGHT    -        -34.270 (meters)                     GEOID18
 OM0447  DYNAMIC HEIGHT  -        280.380 (meters)      919.88  (feet) COMP
 OM0447  MODELED GRAVITY -    980,340.4   (mgal)                       NAVD 88
 OM0447
 OM0447  VERT ORDER      -  SECOND    CLASS I
 OM0447
 OM0447.The horizontal coordinates were determined by differentially corrected
 OM0447.hand held GPS observations or other comparable positioning techniques
 OM0447.and have an estimated accuracy of +/- 3 meters.
 OM0447
 OM0447.The orthometric height was determined by differential leveling and
 OM0447.adjusted by the NATIONAL GEODETIC SURVEY
 OM0447.in April 2017.
 OM0447
 OM0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0447.GEOID18 height accuracy estimate available here.
 OM0447
 OM0447.Click photographs - Photos may exist for this station.
 OM0447
 OM0447.The dynamic height is computed by dividing the NAVD 88
 OM0447.geopotential number by the normal gravity value computed on the
 OM0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0447.degrees latitude (g = 980.6199 gals.).
 OM0447
 OM0447.The modeled gravity was interpolated from observed gravity values.
 OM0447
 OM0447;                    North         East    Units  Estimated Accuracy
 OM0447;SPC WI S     -   121,538.4     632,299.6     MT  (+/- 3 meters HH1 GPS) 
 OM0447
 OM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8812974471(NAD 83)
 OM0447
 OM0447                          SUPERSEDED SURVEY CONTROL
 OM0447
 OM0447  NAVD 88 (06/15/91)  280.413  (m)          919.99   (f) SUPERSEDED  2 0
 OM0447  NGVD 29 (??/??/92)  280.468  (m)          920.17   (f) ADJ UNCH    2 0
 OM0447
 OM0447.Superseded values are not recommended for survey control.
 OM0447
 OM0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0447.See file dsdata.pdf to determine how the superseded data were derived.
 OM0447
 OM0447_MARKER: DB = BENCH MARK DISK
 OM0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0447_STAMPING: B 108 1934
 OM0447_MARK LOGO: CGS
 OM0447_PROJECTION: PROJECTING 6 CENTIMETERS
 OM0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0447+STABILITY: SURFACE MOTION
 OM0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0447+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2015
 OM0447
 OM0447  HISTORY     - Date     Condition        Report By
 OM0447  HISTORY     - 1934     MONUMENTED       CGS
 OM0447  HISTORY     - 19910419 GOOD             USPSQD
 OM0447  HISTORY     - 20020611 GOOD             JCLS
 OM0447  HISTORY     - 20020614 GOOD             JCLS
 OM0447  HISTORY     - 20050422 GOOD             JCLS
 OM0447  HISTORY     - 20151014 GOOD             WIDT
 OM0447  HISTORY     - 20151102 GOOD             WIDT
 OM0447
 OM0447                          STATION DESCRIPTION
 OM0447
 OM0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0447'3.3 MI E FROM CROSS PLAINS.
 OM0447'3.3 MILES EAST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0447'PACIFIC RAILROAD 7 POLES WEST OF MILEPOST 106.  SET IN CONCRETE
 OM0447'POST DIRECTLY ACROSS THE TRACK FROM POLE, 26 FEET NORTH OF THE
 OM0447'CENTER LINE OF THE TRACK, 1.5 FEET BELOW RAIL LEVEL.
 OM0447
 OM0447                          STATION RECOVERY (1991)
 OM0447
 OM0447'RECOVERY NOTE BY US POWER SQUADRON 1991 (GTS)
 OM0447'RECOVERED IN GOOD CONDITION.
 OM0447
 OM0447                          STATION RECOVERY (2002)
 OM0447
 OM0447'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 OM0447'RECOVERED IN GOOD CONDITION.
 OM0447
 OM0447                          STATION RECOVERY (2002)
 OM0447
 OM0447'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 OM0447'RECOVERED IN GOOD CONDITION.
 OM0447
 OM0447                          STATION RECOVERY (2005)
 OM0447
 OM0447'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 OM0447'RECOVERED IN GOOD CONDITION.
 OM0447
 OM0447                          STATION RECOVERY (2015)
 OM0447
 OM0447'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (MWJ)
 OM0447'RECOVERED IN GOOD CONDITION.
 OM0447
 OM0447                          STATION RECOVERY (2015)
 OM0447
 OM0447'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 OM0447'RECOVERED IN GOOD CONDITION.
 OM0447'
 OM0447'NOTE-ADD-THE MARK IS 10.8 M (35.4 FT) SOUTH OF THE EDGE OF PAVEMENT OF
 OM0447'US HIGHWAY 14 AND 0.4 M (1.3 FT) NORTH OF AN ORANGE CARSONITE POST AND
 OM0447'A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0467 ***********************************************************************
 OM0467  DESIGNATION -  B 109
 OM0467  PID         -  OM0467
 OM0467  STATE/COUNTY-  WI/DANE
 OM0467  COUNTRY     -  US
 OM0467  USGS QUAD   -  SAUK CITY (2018)
 OM0467
 OM0467                         *CURRENT SURVEY CONTROL
 OM0467  ______________________________________________________________________
 OM0467* NAD 83(1986) POSITION- 43 15 55.33   (N) 089 43 39.19   (W)   HD_HELD1
 OM0467* NAVD 88 ORTHO HEIGHT -   229.185 (meters)      751.92  (feet) ADJUSTED
 OM0467  ______________________________________________________________________
 OM0467  GEOID HEIGHT    -        -34.644 (meters)                     GEOID18
 OM0467  DYNAMIC HEIGHT  -        229.127 (meters)      751.73  (feet) COMP
 OM0467  MODELED GRAVITY -    980,361.7   (mgal)                       NAVD 88
 OM0467
 OM0467  VERT ORDER      -  SECOND    CLASS 0
 OM0467
 OM0467.The horizontal coordinates were determined by differentially corrected
 OM0467.hand held GPS observations or other comparable positioning techniques
 OM0467.and have an estimated accuracy of +/- 3 meters.
 OM0467
 OM0467.The orthometric height was determined by differential leveling and
 OM0467.adjusted by the NATIONAL GEODETIC SURVEY
 OM0467.in June 1991.
 OM0467
 OM0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0467.GEOID18 height accuracy estimate available here.
 OM0467
 OM0467.Click photographs - Photos may exist for this station.
 OM0467
 OM0467.The dynamic height is computed by dividing the NAVD 88
 OM0467.geopotential number by the normal gravity value computed on the
 OM0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0467.degrees latitude (g = 980.6199 gals.).
 OM0467
 OM0467.The modeled gravity was interpolated from observed gravity values.
 OM0467
 OM0467;                    North         East    Units  Estimated Accuracy
 OM0467;SPC WI S     -   140,606.3     622,118.3     MT  (+/- 3 meters HH1 GPS) 
 OM0467
 OM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7863593896(NAD 83)
 OM0467
 OM0467                          SUPERSEDED SURVEY CONTROL
 OM0467
 OM0467  NGVD 29 (??/??/92)  229.239  (m)          752.10   (f) ADJ UNCH    2 0
 OM0467
 OM0467.Superseded values are not recommended for survey control.
 OM0467
 OM0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0467.See file dsdata.pdf to determine how the superseded data were derived.
 OM0467
 OM0467_MARKER: DB = BENCH MARK DISK
 OM0467_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0467_SP_SET: WALL
 OM0467_STAMPING: B 109 1934
 OM0467_MARK LOGO: CGS
 OM0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0467+STABILITY: SURFACE MOTION
 OM0467
 OM0467  HISTORY     - Date     Condition        Report By
 OM0467  HISTORY     - 1934     MONUMENTED       CGS
 OM0467  HISTORY     - 19910407 GOOD             USPSQD
 OM0467
 OM0467                          STATION DESCRIPTION
 OM0467
 OM0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0467'AT SAUK CITY.
 OM0467'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD TO
 OM0467'WISCONSIN RIVER BRIDGE B-428B.  SET IN THE SOUTHWEST END OF THE
 OM0467'NORTHWEST CONCRETE BACKWALL, 9 FEET SOUTHWEST OF THE CENTER
 OM0467'LINE OF THE TRACK, 1.5 FOOT BELOW RAIL LEVEL.
 OM0467
 OM0467                          STATION RECOVERY (1991)
 OM0467
 OM0467'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS)
 OM0467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0004 ***********************************************************************
 NJ0004  DESIGNATION -  B 110
 NJ0004  PID         -  NJ0004
 NJ0004  STATE/COUNTY-  WI/GRANT
 NJ0004  COUNTRY     -  US
 NJ0004  USGS QUAD   -  MONTFORT (2018)
 NJ0004
 NJ0004                         *CURRENT SURVEY CONTROL
 NJ0004  ______________________________________________________________________
 NJ0004* NAD 83(1986) POSITION- 42 54 07.     (N) 090 25 49.     (W)   SCALED
 NJ0004* NAVD 88 ORTHO HEIGHT -   354.624 (meters)     1163.46  (feet) ADJUSTED
 NJ0004  ______________________________________________________________________
 NJ0004  GEOID HEIGHT    -        -33.117 (meters)                     GEOID18
 NJ0004  DYNAMIC HEIGHT  -        354.519 (meters)     1163.12  (feet) COMP
 NJ0004  MODELED GRAVITY -    980,315.1   (mgal)                       NAVD 88
 NJ0004
 NJ0004  VERT ORDER      -  SECOND    CLASS 0
 NJ0004
 NJ0004.The horizontal coordinates were scaled from a map and have
 NJ0004.an estimated accuracy of +/- 6 seconds.
 NJ0004
 NJ0004.The orthometric height was determined by differential leveling and
 NJ0004.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0004.in June 1991.
 NJ0004
 NJ0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0004.GEOID18 height accuracy estimate available here.
 NJ0004
 NJ0004.Click photographs - Photos may exist for this station.
 NJ0004
 NJ0004.The dynamic height is computed by dividing the NAVD 88
 NJ0004.geopotential number by the normal gravity value computed on the
 NJ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0004.degrees latitude (g = 980.6199 gals.).
 NJ0004
 NJ0004.The modeled gravity was interpolated from observed gravity values.
 NJ0004
 NJ0004;                    North         East    Units  Estimated Accuracy
 NJ0004;SPC WI S     -   100,290.      564,860.      MT  (+/- 180 meters Scaled)
 NJ0004
 NJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH097531(NAD 83)
 NJ0004
 NJ0004                          SUPERSEDED SURVEY CONTROL
 NJ0004
 NJ0004  NGVD 29 (??/??/92)  354.705  (m)         1163.73   (f) ADJ UNCH    2 0
 NJ0004
 NJ0004.Superseded values are not recommended for survey control.
 NJ0004
 NJ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0004.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0004
 NJ0004_MARKER: DB = BENCH MARK DISK
 NJ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0004_STAMPING: B 110 1934
 NJ0004_MARK LOGO: CGS
 NJ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0004+STABILITY: SURFACE MOTION
 NJ0004
 NJ0004  HISTORY     - Date     Condition        Report By
 NJ0004  HISTORY     - 1934     MONUMENTED       CGS
 NJ0004  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 NJ0004
 NJ0004                          STATION DESCRIPTION
 NJ0004
 NJ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0004'AT LIVINGSTON.
 NJ0004'AT LIVINGSTON, GRANT COUNTY, ABOUT 2 POLES SOUTH OF THE CHICAGO
 NJ0004'AND NORTH WESTERN RAILWAY STATION, AT A ROAD CROSSING, 33 FEET
 NJ0004'NORTH OF THE CENTER LINE OF THE ROAD, 42 FEET EAST OF THE CENTER
 NJ0004'LINE OF THE TRACK, 6 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH
 NJ0004'OF A FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 NJ0004'B 110 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0004
 NJ0004                          STATION RECOVERY (1998)
 NJ0004
 NJ0004'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0004'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0334 ***********************************************************************
 NJ0334  DESIGNATION -  B 111
 NJ0334  PID         -  NJ0334
 NJ0334  STATE/COUNTY-  WI/GRANT
 NJ0334  COUNTRY     -  US
 NJ0334  USGS QUAD   -  CUBA CITY (2018)
 NJ0334
 NJ0334                         *CURRENT SURVEY CONTROL
 NJ0334  ______________________________________________________________________
 NJ0334* NAD 83(1986) POSITION- 42 36 34.     (N) 090 28 16.     (W)   SCALED
 NJ0334* NAVD 88 ORTHO HEIGHT -   300.172 (meters)      984.81  (feet) ADJUSTED
 NJ0334  ______________________________________________________________________
 NJ0334  GEOID HEIGHT    -        -32.837 (meters)                     GEOID18
 NJ0334  DYNAMIC HEIGHT  -        300.077 (meters)      984.50  (feet) COMP
 NJ0334  MODELED GRAVITY -    980,298.1   (mgal)                       NAVD 88
 NJ0334
 NJ0334  VERT ORDER      -  SECOND    CLASS 0
 NJ0334
 NJ0334.The horizontal coordinates were scaled from a map and have
 NJ0334.an estimated accuracy of +/- 6 seconds.
 NJ0334
 NJ0334.The orthometric height was determined by differential leveling and
 NJ0334.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0334.in June 1991.
 NJ0334
 NJ0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0334.GEOID18 height accuracy estimate available here.
 NJ0334
 NJ0334.Click photographs - Photos may exist for this station.
 NJ0334
 NJ0334.The dynamic height is computed by dividing the NAVD 88
 NJ0334.geopotential number by the normal gravity value computed on the
 NJ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0334.degrees latitude (g = 980.6199 gals.).
 NJ0334
 NJ0334.The modeled gravity was interpolated from observed gravity values.
 NJ0334
 NJ0334;                    North         East    Units  Estimated Accuracy
 NJ0334;SPC WI S     -    67,810.      561,340.      MT  (+/- 180 meters Scaled)
 NJ0334
 NJ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH074205(NAD 83)
 NJ0334
 NJ0334                          SUPERSEDED SURVEY CONTROL
 NJ0334
 NJ0334  NGVD 29 (??/??/92)  300.223  (m)          984.98   (f) ADJ UNCH    2 0
 NJ0334
 NJ0334.Superseded values are not recommended for survey control.
 NJ0334
 NJ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0334.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0334
 NJ0334_MARKER: DB = BENCH MARK DISK
 NJ0334_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NJ0334_SP_SET: CULVERT HEADWALL
 NJ0334_STAMPING: B 111 1934
 NJ0334_MARK LOGO: CGS
 NJ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0334+STABILITY: SURFACE MOTION
 NJ0334
 NJ0334  HISTORY     - Date     Condition        Report By
 NJ0334  HISTORY     - 1934     MONUMENTED       CGS
 NJ0334  HISTORY     - 19980831 MARK NOT FOUND   USPSQD
 NJ0334
 NJ0334                          STATION DESCRIPTION
 NJ0334
 NJ0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0334'2.4 MI S FROM CUBA CITY.
 NJ0334'2.4 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE CHICAGO AND NORTH
 NJ0334'WESTERN RAILWAY STATION AT CUBA CITY, GRANT COUNTY, THENCE 4.9
 NJ0334'MILES WEST ALONG COUNTY HIGHWAY H, AT THE BOTTOM OF A DRAW AT
 NJ0334'A CULVERT IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL,
 NJ0334'AND 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NJ0334'B 111 1934.
 NJ0334
 NJ0334                          STATION RECOVERY (1998)
 NJ0334
 NJ0334'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0334'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0752 ***********************************************************************
 NH0752  DESIGNATION -  B 112
 NH0752  PID         -  NH0752
 NH0752  STATE/COUNTY-  WI/GREEN
 NH0752  COUNTRY     -  US
 NH0752  USGS QUAD   -  BROWNTOWN (2018)
 NH0752
 NH0752                         *CURRENT SURVEY CONTROL
 NH0752  ______________________________________________________________________
 NH0752* NAD 83(1986) POSITION- 42 34 48.3    (N) 089 47 37.7    (W)   HD_HELD2
 NH0752* NAVD 88 ORTHO HEIGHT -   238.943 (meters)      783.93  (feet) ADJUSTED
 NH0752  ______________________________________________________________________
 NH0752  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 NH0752  DYNAMIC HEIGHT  -        238.868 (meters)      783.69  (feet) COMP
 NH0752  MODELED GRAVITY -    980,300.5   (mgal)                       NAVD 88
 NH0752
 NH0752  VERT ORDER      -  SECOND    CLASS I
 NH0752
 NH0752.The horizontal coordinates were established by autonomous hand held GPS
 NH0752.observations and have an estimated accuracy of +/- 10 meters.
 NH0752
 NH0752.The orthometric height was determined by differential leveling and
 NH0752.adjusted by the WI DEPT OF TRANSP
 NH0752.in May 2012.
 NH0752
 NH0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0752.GEOID18 height accuracy estimate available here.
 NH0752
 NH0752.Click photographs - Photos may exist for this station.
 NH0752
 NH0752.The dynamic height is computed by dividing the NAVD 88
 NH0752.geopotential number by the normal gravity value computed on the
 NH0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0752.degrees latitude (g = 980.6199 gals.).
 NH0752
 NH0752.The modeled gravity was interpolated from observed gravity values.
 NH0752
 NH0752;                    North         East    Units  Estimated Accuracy
 NH0752;SPC WI S     -    64,464.      616,928.      MT  (+/- 10 meters HH2 GPS)
 NH0752
 NH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7072917969(NAD 83)
 NH0752
 NH0752                          SUPERSEDED SURVEY CONTROL
 NH0752
 NH0752  NAVD 88 (04/20/07)  238.930  (m)          783.89   (f) SUPERSEDED  2 1
 NH0752  NAVD 88 (06/15/91)  238.924  (m)          783.87   (f) SUPERSEDED  2 0
 NH0752  NGVD 29 (??/??/92)  239.016  (m)          784.17   (f) ADJ UNCH    2 0
 NH0752
 NH0752.Superseded values are not recommended for survey control.
 NH0752
 NH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0752.See file dsdata.pdf to determine how the superseded data were derived.
 NH0752
 NH0752_MARKER: DB = BENCH MARK DISK
 NH0752_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NH0752_SP_SET: BRIDGE ABUTMENT
 NH0752_STAMPING: B 112 1934
 NH0752_MARK LOGO: CGS
 NH0752_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0752+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2007
 NH0752
 NH0752  HISTORY     - Date     Condition        Report By
 NH0752  HISTORY     - 1934     MONUMENTED       CGS
 NH0752  HISTORY     - 20010303 GOOD             NGS
 NH0752  HISTORY     - 20020925 GOOD             WIDT
 NH0752  HISTORY     - 20070918 GOOD             WIDT
 NH0752
 NH0752                          STATION DESCRIPTION
 NH0752
 NH0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0752'AT BROWNSTOWN.
 NH0752'AT BROWNTOWN ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NH0752'RAILROAD ABOUT 400 FEET NORTH OF THE DEPOT AT 50 FOOT CONCRETE
 NH0752'HIGHWAY BRIDGE OVER SKINNERS CREEK.  SET IN THE SOUTHWEST
 NH0752'WINGWALL, 1 FOOT ABOVE ROAD LEVEL.
 NH0752
 NH0752                          STATION RECOVERY (2001)
 NH0752
 NH0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0752'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0752
 NH0752                          STATION RECOVERY (2002)
 NH0752
 NH0752'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 NH0752'OWNERSHIP--GREEN COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 NH0752'STATE HIGHWAYS 11, 81 AND 69 ON THE NORTH SIDE OF THE CITY OF MONROE,
 NH0752'GO WEST ON STATE HIGHWAY 11 FOR 4.1 MI (6.6 KM) TO STEINER ROAD,
 NH0752'CONTINUE WEST ON STATE HIGHWAY 11 FOR 4.3 MI (6.92 KM) TO COUNTY
 NH0752'HIGHWAY M TURN LEFT AND GO SOUTH ON COUNTY ROAD M FOR 0.1MI TO THE
 NH0752'STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF THE SOUTH END
 NH0752'OF THE WEST ABUTMENT OF AN ABANDONED ROAD BRIDGE SPANNING SKINNER
 NH0752'CREEK.   THE STATION IS A BRASS US COAST AND GEODETIC SURVEY BENCH
 NH0752'MARK DISK SET IN A LARGE BRIDGE ABUTMENT.  THE STATION IS 13.2 M (43.3
 NH0752'FT) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY M, 13.9 M (45.6
 NH0752'FT) NORTH OF A FIRE HYDRANT, 4.6 M (15.1 FT) SOUTH OF THE CENTER OF AN
 NH0752'ABANDONED ROAD BED.  0.6 SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS
 NH0752'POST.---NOTE--VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL
 NH0752'QUADRANTS EXTENDING TO MORE THAN 50 DEGREES ABOVE THE HORIZON.
 NH0752
 NH0752                          STATION RECOVERY (2007)
 NH0752
 NH0752'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 NH0752'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0336 ***********************************************************************
 NH0336  DESIGNATION -  B 115
 NH0336  PID         -  NH0336
 NH0336  STATE/COUNTY-  WI/WALWORTH
 NH0336  COUNTRY     -  US
 NH0336  USGS QUAD   -  ELKHORN (2018)
 NH0336
 NH0336                         *CURRENT SURVEY CONTROL
 NH0336  ______________________________________________________________________
 NH0336* NAD 83(1986) POSITION- 42 41 37.     (N) 088 32 30.     (W)   SCALED
 NH0336* NAVD 88 ORTHO HEIGHT -   302.109 (meters)      991.17  (feet) ADJUSTED
 NH0336  ______________________________________________________________________
 NH0336  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 NH0336  DYNAMIC HEIGHT  -        302.021 (meters)      990.88  (feet) COMP
 NH0336  MODELED GRAVITY -    980,323.2   (mgal)                       NAVD 88
 NH0336
 NH0336  VERT ORDER      -  SECOND    CLASS 0
 NH0336
 NH0336.The horizontal coordinates were scaled from a map and have
 NH0336.an estimated accuracy of +/- 6 seconds.
 NH0336
 NH0336.The orthometric height was determined by differential leveling and
 NH0336.adjusted by the NATIONAL GEODETIC SURVEY
 NH0336.in June 1991.
 NH0336
 NH0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0336.GEOID18 height accuracy estimate available here.
 NH0336
 NH0336.Click photographs - Photos may exist for this station.
 NH0336
 NH0336.The dynamic height is computed by dividing the NAVD 88
 NH0336.geopotential number by the normal gravity value computed on the
 NH0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0336.degrees latitude (g = 980.6199 gals.).
 NH0336
 NH0336.The modeled gravity was interpolated from observed gravity values.
 NH0336
 NH0336;                    North         East    Units  Estimated Accuracy
 NH0336;SPC WI S     -    78,100.      719,500.      MT  (+/- 180 meters Scaled)
 NH0336
 NH0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN737279(NAD 83)
 NH0336
 NH0336                          SUPERSEDED SURVEY CONTROL
 NH0336
 NH0336  NGVD 29 (??/??/92)  302.171  (m)          991.37   (f) ADJ UNCH    2 0
 NH0336
 NH0336.Superseded values are not recommended for survey control.
 NH0336
 NH0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0336.See file dsdata.pdf to determine how the superseded data were derived.
 NH0336
 NH0336_MARKER: DB = BENCH MARK DISK
 NH0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0336_STAMPING: B 115 1934
 NH0336_MARK LOGO: CGS
 NH0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0336+STABILITY: SURFACE MOTION
 NH0336
 NH0336  HISTORY     - Date     Condition        Report By
 NH0336  HISTORY     - 1934     MONUMENTED       CGS
 NH0336  HISTORY     - 20060805 MARK NOT FOUND   USPSQD
 NH0336
 NH0336                          STATION DESCRIPTION
 NH0336
 NH0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0336'2 MI N FROM ELKHORN.
 NH0336'2 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE CHICAGO, MILWAUKEE,
 NH0336'ST. PAUL AND PACIFIC RAILROAD STATION AT ELKHORN, WALWORTH
 NH0336'COUNTY, 90 FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE TO A
 NH0336'FARMHOUSE, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 NH0336'EAST OF THE RIGHT OF WAY FENCE, AND LEVEL WITH THE HIGHWAY.  A
 NH0336'STANDARD DISK, STAMPED B 115 1934 AND SET IN THE TOP OF A
 NH0336'CONCRETE POST.
 NH0336
 NH0336                          STATION RECOVERY (2006)
 NH0336
 NH0336'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH0336'THE STATION WAS NOT FOUND.  THE DESCRIPTION IS NOT ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0297 ***********************************************************************
 NG0297  DESIGNATION -  B 116 RESET
 NG0297  PID         -  NG0297
 NG0297  STATE/COUNTY-  WI/RACINE
 NG0297  COUNTRY     -  US
 NG0297  USGS QUAD   -  RACINE SOUTH (2018)
 NG0297
 NG0297                         *CURRENT SURVEY CONTROL
 NG0297  ______________________________________________________________________
 NG0297* NAD 83(1986) POSITION- 42 42 19.     (N) 087 51 06.     (W)   SCALED
 NG0297* NAVD 88 ORTHO HEIGHT -   220.19  (+/-2cm)      722.4   (feet) VERTCON3
 NG0297  ______________________________________________________________________
 NG0297  GEOID HEIGHT    -        -34.760 (meters)                     GEOID18
 NG0297  VERT ORDER      -  THIRD (See Below)
 NG0297
 NG0297.The horizontal coordinates were scaled from a map and have
 NG0297.an estimated accuracy of +/- 6 seconds.
 NG0297
 NG0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0297
 NG0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0297.GEOID18 height accuracy estimate available here.
 NG0297
 NG0297.The vertical order pertains to the NGVD 29 superseded value.
 NG0297
 NG0297.Click photographs - Photos may exist for this station.
 NG0297
 NG0297;                    North         East    Units  Estimated Accuracy
 NG0297;SPC WI S     -    80,620.      775,990.      MT  (+/- 180 meters Scaled)
 NG0297
 NG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN302284(NAD 83)
 NG0297
 NG0297                          SUPERSEDED SURVEY CONTROL
 NG0297
 NG0297  NGVD 29 (07/09/15)  220.25   (m)          722.6    (f) RESET       3  
 NG0297
 NG0297.Superseded values are not recommended for survey control.
 NG0297
 NG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0297.See file dsdata.pdf to determine how the superseded data were derived.
 NG0297
 NG0297_MARKER: DV = VERTICAL CONTROL DISK
 NG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0297_STAMPING: B 116 RESET 1975
 NG0297_MARK LOGO: NGS
 NG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0297+STABILITY: SURFACE MOTION
 NG0297
 NG0297  HISTORY     - Date     Condition        Report By
 NG0297  HISTORY     - 1975     MONUMENTED       NGS
 NG0297  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NG0297
 NG0297                          STATION DESCRIPTION
 NG0297
 NG0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NG0297'2.9 MI W FROM RACINE JUNCTION.
 NG0297'2.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NG0297'RR FROM THE JUNCTION OF THE CHICAGO AND NORTH WESTERN RAILWAY
 NG0297'AT RACINE JUNCTION, AT A ROAD CROSSING, 101 FEET WEST OF THE
 NG0297'CENTERLINE OF THE ROAD, 18.5 FEET SOUTH OF THE CENTERLINE OF THE
 NG0297'TRACK, AND 2.1 FEET BELOW THE LEVEL OF THE TRACK.  SET IN THE
 NG0297'TOP OF A CONCRETE POST.
 NG0297
 NG0297                          STATION RECOVERY (1990)
 NG0297
 NG0297'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0269 ***********************************************************************
 NH0269  DESIGNATION -  B 118
 NH0269  PID         -  NH0269
 NH0269  STATE/COUNTY-  WI/ROCK
 NH0269  COUNTRY     -  US
 NH0269  USGS QUAD   -  CLINTON (2018)
 NH0269
 NH0269                         *CURRENT SURVEY CONTROL
 NH0269  ______________________________________________________________________
 NH0269* NAD 83(1986) POSITION- 42 34 09.     (N) 088 48 56.     (W)   SCALED
 NH0269* NAVD 88 ORTHO HEIGHT -   282.961 (meters)      928.35  (feet) ADJUSTED
 NH0269  ______________________________________________________________________
 NH0269  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 NH0269  DYNAMIC HEIGHT  -        282.875 (meters)      928.07  (feet) COMP
 NH0269  MODELED GRAVITY -    980,308.2   (mgal)                       NAVD 88
 NH0269
 NH0269  VERT ORDER      -  SECOND    CLASS 0
 NH0269
 NH0269.The horizontal coordinates were scaled from a map and have
 NH0269.an estimated accuracy of +/- 6 seconds.
 NH0269
 NH0269.The orthometric height was determined by differential leveling and
 NH0269.adjusted by the NATIONAL GEODETIC SURVEY
 NH0269.in June 1991.
 NH0269
 NH0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0269.GEOID18 height accuracy estimate available here.
 NH0269
 NH0269.Click photographs - Photos may exist for this station.
 NH0269
 NH0269.The dynamic height is computed by dividing the NAVD 88
 NH0269.geopotential number by the normal gravity value computed on the
 NH0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0269.degrees latitude (g = 980.6199 gals.).
 NH0269
 NH0269.The modeled gravity was interpolated from observed gravity values.
 NH0269
 NH0269;                    North         East    Units  Estimated Accuracy
 NH0269;SPC WI S     -    63,920.      697,250.      MT  (+/- 180 meters Scaled)
 NH0269
 NH0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN509145(NAD 83)
 NH0269
 NH0269                          SUPERSEDED SURVEY CONTROL
 NH0269
 NH0269  NGVD 29 (??/??/92)  283.022  (m)          928.55   (f) ADJ UNCH    2 0
 NH0269
 NH0269.Superseded values are not recommended for survey control.
 NH0269
 NH0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0269.See file dsdata.pdf to determine how the superseded data were derived.
 NH0269
 NH0269_MARKER: DB = BENCH MARK DISK
 NH0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0269_STAMPING: B 118 1960
 NH0269_MARK LOGO: CGS
 NH0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0269+STABILITY: SURFACE MOTION
 NH0269
 NH0269  HISTORY     - Date     Condition        Report By
 NH0269  HISTORY     - 1960     MONUMENTED       CGS
 NH0269  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 NH0269  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0269
 NH0269                          STATION DESCRIPTION
 NH0269
 NH0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0269'2.5 MI NE FROM CLINTON.
 NH0269'ABOUT 2.5 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 NH0269'PAUL AND PACIFIC RAILROAD FROM THE STATION AT CLINTON, 0.35
 NH0269'MILE SOUTHWEST OF MILEPOLE 56, 0.95 MILE NORTHEAST OF THE
 NH0269'OVERPASS OF STATE HIGHWAY 15 OVER THE TRACK, AT THE CROSSING
 NH0269'OF A PRIVATE TRACK ROAD, 43 FEET SOUTHEAST OF THE SOUTHEAST
 NH0269'RAIL, 43 FEET WEST OF THE CENTER LINE OF TRACK ROAD, 84 FEET
 NH0269'SOUTH OF THE CENTER LINE OF THE CROSSING, 26 1/2 FEET EAST OF
 NH0269'THE FIRST TELEPHONE POLE SOUTHWEST OF THE CROSSING, 2 FEET
 NH0269'NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET NORTHEAST
 NH0269'OF A STEEL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 NH0269'TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NH0269
 NH0269                          STATION RECOVERY (1995)
 NH0269
 NH0269'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0269'MARK NOT FOUND.
 NH0269
 NH0269                          STATION RECOVERY (2001)
 NH0269
 NH0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0269'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0244 ***********************************************************************
 QN0244  DESIGNATION -  B 12
 QN0244  PID         -  QN0244
 QN0244  STATE/COUNTY-  WI/RUSK
 QN0244  COUNTRY     -  US
 QN0244  USGS QUAD   -  STRICKLAND (2018)
 QN0244
 QN0244                         *CURRENT SURVEY CONTROL
 QN0244  ______________________________________________________________________
 QN0244* NAD 83(1986) POSITION- 45 26 06.80   (N) 091 30 39.85   (W)   HD_HELD1
 QN0244* NAVD 88 ORTHO HEIGHT -   395.292 (meters)     1296.89  (feet) ADJUSTED
 QN0244  ______________________________________________________________________
 QN0244  GEOID HEIGHT    -        -30.178 (meters)                     GEOID18
 QN0244  DYNAMIC HEIGHT  -        395.268 (meters)     1296.81  (feet) COMP
 QN0244  MODELED GRAVITY -    980,543.8   (mgal)                       NAVD 88
 QN0244
 QN0244  VERT ORDER      -  FIRST     CLASS II
 QN0244
 QN0244.The horizontal coordinates were determined by differentially corrected
 QN0244.hand held GPS observations or other comparable positioning techniques
 QN0244.and have an estimated accuracy of +/- 3 meters.
 QN0244
 QN0244.The orthometric height was determined by differential leveling and
 QN0244.adjusted by the NATIONAL GEODETIC SURVEY
 QN0244.in June 1991.
 QN0244
 QN0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0244.GEOID18 height accuracy estimate available here.
 QN0244
 QN0244.Click photographs - Photos may exist for this station.
 QN0244
 QN0244.The dynamic height is computed by dividing the NAVD 88
 QN0244.geopotential number by the normal gravity value computed on the
 QN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0244.degrees latitude (g = 980.6199 gals.).
 QN0244
 QN0244.The modeled gravity was interpolated from observed gravity values.
 QN0244
 QN0244;                    North         East    Units  Estimated Accuracy
 QN0244;SPC WI C     -   179,106.1     481,770.6     MT  (+/- 3 meters HH1 GPS) 
 QN0244
 QN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1645832378(NAD 83)
 QN0244
 QN0244                          SUPERSEDED SURVEY CONTROL
 QN0244
 QN0244  NGVD 29 (??/??/92)  395.285  (m)         1296.86   (f) ADJ UNCH    1 2
 QN0244
 QN0244.Superseded values are not recommended for survey control.
 QN0244
 QN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0244.See file dsdata.pdf to determine how the superseded data were derived.
 QN0244
 QN0244_MARKER: DB = BENCH MARK DISK
 QN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0244_STAMPING: B 12 1933
 QN0244_MARK LOGO: CGS
 QN0244_PROJECTION: PROJECTING 3 CENTIMETERS
 QN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0244+STABILITY: SURFACE MOTION
 QN0244
 QN0244  HISTORY     - Date     Condition        Report By
 QN0244  HISTORY     - 1933     MONUMENTED       CGS
 QN0244  HISTORY     - 1934     GOOD             CGS
 QN0244  HISTORY     - 1980     GOOD             NGS
 QN0244  HISTORY     - 20040921 MARK NOT FOUND   WIDT
 QN0244
 QN0244                          STATION DESCRIPTION
 QN0244
 QN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QN0244'5.1 MI W FROM WEYERHAUSER.
 QN0244'5.1 MILES WEST BY RAIL.  ALONG THE MINNEAPOLIS ST. PAUL AND SAULT
 QN0244'STE. MARIE RAILROAD, AT RAILROAD STATION STRICKLAND, 870 FEET
 QN0244'WEST OF MILEPOST 109, AT THE FIRST ROAD CROSSING WEST OF STRICKLAND
 QN0244'STATION.  43.6 FEET SOUTH OF THE SOUTH RAIL OF MAIN TRACK, 52.5
 QN0244'FEET SOUTHWEST OF CENTER OF ROAD CROSSING, 33 FEET WEST OF
 QN0244'CENTERLINE OF ROAD, AND 1.3 FEET NORTH OF RAILROAD SOUTH RIGHT OF
 QN0244'WAY FENCE.
 QN0244
 QN0244                          STATION RECOVERY (1934)
 QN0244
 QN0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0244'RECOVERED IN GOOD CONDITION.
 QN0244
 QN0244                          STATION RECOVERY (1980)
 QN0244
 QN0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QN0244'7.7 KM (4.8 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF COUNTY
 QN0244'ROAD F IN WEYERHAUSER, THENCE 3.5 KM (2.15 MI) NORTH ALONG A GRAVEL
 QN0244'ROAD, AT THE CROSSING OF THE SOO LINE RAILROAD, 13.2 M (43.6 FT) SOUTH
 QN0244'OF THE SOUTH RAIL OF THE MAIN TRACK, 10.0 M (33.0 FT) WEST OF THE
 QN0244'CENTERLINE OF THE ROAD, 0.4 M (1.3 FT) NORTH OF THE SOUTH RIGHT-OF-WAY
 QN0244'FENCE.  NOTE-NOT LEVELED AT THIS TIME, OFF MAIN LEVEL LINE.
 QN0244'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QN0244'THE MARK IS 0.6 M BELOW THE ROAD.
 QN0244
 QN0244                          STATION RECOVERY (2004)
 QN0244
 QN0244'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0123 ***********************************************************************
 OM0123  DESIGNATION -  B 120
 OM0123  PID         -  OM0123
 OM0123  STATE/COUNTY-  WI/MILWAUKEE
 OM0123  COUNTRY     -  US
 OM0123  USGS QUAD   -  WAUWATOSA (2018)
 OM0123
 OM0123                         *CURRENT SURVEY CONTROL
 OM0123  ______________________________________________________________________
 OM0123* NAD 83(1986) POSITION- 43 06 33.35   (N) 088 01 45.64   (W)   HD_HELD1
 OM0123* NAVD 88 ORTHO HEIGHT -   226.072 (meters)      741.70  (feet) ADJUSTED
 OM0123  ______________________________________________________________________
 OM0123  GEOID HEIGHT    -        -35.042 (meters)                     GEOID18
 OM0123  DYNAMIC HEIGHT  -        226.014 (meters)      741.51  (feet) COMP
 OM0123  MODELED GRAVITY -    980,356.7   (mgal)                       NAVD 88
 OM0123
 OM0123  VERT ORDER      -  SECOND    CLASS 0
 OM0123
 OM0123.This mark is at Lawrence J Timmerman Airport (MWC)
 OM0123
 OM0123.The horizontal coordinates were determined by differentially corrected
 OM0123.hand held GPS observations or other comparable positioning techniques
 OM0123.and have an estimated accuracy of +/- 3 meters.
 OM0123
 OM0123.The orthometric height was determined by differential leveling and
 OM0123.adjusted by the NATIONAL GEODETIC SURVEY
 OM0123.in June 1991.
 OM0123
 OM0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0123.GEOID18 height accuracy estimate available here.
 OM0123
 OM0123.Click photographs - Photos may exist for this station.
 OM0123
 OM0123.The dynamic height is computed by dividing the NAVD 88
 OM0123.geopotential number by the normal gravity value computed on the
 OM0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0123.degrees latitude (g = 980.6199 gals.).
 OM0123
 OM0123.The modeled gravity was interpolated from observed gravity values.
 OM0123
 OM0123;                    North         East    Units  Estimated Accuracy
 OM0123;SPC WI S     -   125,123.7     760,380.5     MT  (+/- 3 meters HH1 GPS) 
 OM0123
 OM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1624873462(NAD 83)
 OM0123
 OM0123                          SUPERSEDED SURVEY CONTROL
 OM0123
 OM0123  NGVD 29 (??/??/92)  226.157  (m)          741.98   (f) ADJ UNCH    2 0
 OM0123
 OM0123.Superseded values are not recommended for survey control.
 OM0123
 OM0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0123.See file dsdata.pdf to determine how the superseded data were derived.
 OM0123
 OM0123_MARKER: DB = BENCH MARK DISK
 OM0123_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OM0123_SP_SET: STEP
 OM0123_STAMPING: B 120 1966
 OM0123_MARK LOGO: CGS
 OM0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0123+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 OM0123
 OM0123  HISTORY     - Date     Condition        Report By
 OM0123  HISTORY     - 1966     MONUMENTED       CGS
 OM0123  HISTORY     - 1971     GOOD             NGS
 OM0123  HISTORY     - 1978     GOOD             NGS
 OM0123  HISTORY     - 1990     GOOD             USPSQD
 OM0123  HISTORY     - 20000226 GOOD             USPSQD
 OM0123  HISTORY     - 20040812 GOOD             USPSQD
 OM0123
 OM0123                          STATION DESCRIPTION
 OM0123
 OM0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OM0123'1 MI E FROM BUTLER.
 OM0123'LOCATED AT TIMMERMAN AIRPORT, SET IN THE SOUTH SIDE OF THE
 OM0123'STEPS ON THE WEST SIDE OF THE FAA CONTROL TOWER.
 OM0123
 OM0123                          STATION RECOVERY (1971)
 OM0123
 OM0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OM0123'RECOVERED IN GOOD CONDITION.
 OM0123
 OM0123                          STATION RECOVERY (1978)
 OM0123
 OM0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OM0123'RECOVERED IN GOOD CONDITION.
 OM0123
 OM0123                          STATION RECOVERY (1990)
 OM0123
 OM0123'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 OM0123'RECOVERED IN GOOD CONDITION.
 OM0123
 OM0123                          STATION RECOVERY (2000)
 OM0123
 OM0123'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM0123'RECOVERED IN GOOD CONDITION.
 OM0123
 OM0123                          STATION RECOVERY (2004)
 OM0123
 OM0123'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 OM0123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0456 ***********************************************************************
 NJ0456  DESIGNATION -  B 121
 NJ0456  PID         -  NJ0456
 NJ0456  STATE/COUNTY-  WI/GRANT
 NJ0456  COUNTRY     -  US
 NJ0456  USGS QUAD   -  GUTTENBERG (2018)
 NJ0456
 NJ0456                         *CURRENT SURVEY CONTROL
 NJ0456  ______________________________________________________________________
 NJ0456* NAD 83(1986) POSITION- 42 47 56.     (N) 091 04 25.     (W)   SCALED
 NJ0456* NAVD 88 ORTHO HEIGHT -   188.681 (meters)      619.03  (feet) ADJUSTED
 NJ0456  ______________________________________________________________________
 NJ0456  GEOID HEIGHT    -        -31.827 (meters)                     GEOID18
 NJ0456  DYNAMIC HEIGHT  -        188.629 (meters)      618.86  (feet) COMP
 NJ0456  MODELED GRAVITY -    980,344.1   (mgal)                       NAVD 88
 NJ0456
 NJ0456  VERT ORDER      -  FIRST     CLASS I
 NJ0456
 NJ0456.The horizontal coordinates were scaled from a map and have
 NJ0456.an estimated accuracy of +/- 6 seconds.
 NJ0456
 NJ0456.The orthometric height was determined by differential leveling and
 NJ0456.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0456.in June 1991.
 NJ0456
 NJ0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0456.GEOID18 height accuracy estimate available here.
 NJ0456
 NJ0456.Click photographs - Photos may exist for this station.
 NJ0456
 NJ0456.The dynamic height is computed by dividing the NAVD 88
 NJ0456.geopotential number by the normal gravity value computed on the
 NJ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0456.degrees latitude (g = 980.6199 gals.).
 NJ0456
 NJ0456.The modeled gravity was interpolated from observed gravity values.
 NJ0456
 NJ0456;                    North         East    Units  Estimated Accuracy
 NJ0456;SPC WI S     -    89,320.      512,180.      MT  (+/- 180 meters Scaled)
 NJ0456
 NJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH575402(NAD 83)
 NJ0456
 NJ0456                          SUPERSEDED SURVEY CONTROL
 NJ0456
 NJ0456  NGVD 29 (??/??/92)  188.727  (m)          619.18   (f) ADJ UNCH    1 1
 NJ0456
 NJ0456.Superseded values are not recommended for survey control.
 NJ0456
 NJ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0456.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0456
 NJ0456_MARKER: DB = BENCH MARK DISK
 NJ0456_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0456_STAMPING: B 121 1970
 NJ0456_MARK LOGO: CGS
 NJ0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0456+STABILITY: POSITION/ELEVATION WELL
 NJ0456
 NJ0456  HISTORY     - Date     Condition        Report By
 NJ0456  HISTORY     - 1970     MONUMENTED       NGS
 NJ0456  HISTORY     - 19980930 GOOD             USPSQD
 NJ0456
 NJ0456                          STATION DESCRIPTION
 NJ0456
 NJ0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0456'2.2 MI S FROM GLEN HAVEN.
 NJ0456'ABOUT 0.2 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 NJ0456'GLEN HAVEN, THENCE 2.0 MILES SOUTH ALONG THE BURLINGTON NORTHERN
 NJ0456'RAILROAD, OR ABOUT 1.35 MILES EAST ACROSS LOCK AND DAM NUMBER
 NJ0456'10 FROM THE LOCK AND DAM CENTRAL CONTROL BUILDING AT GUTTENBERG,
 NJ0456'IOWA, THENCE 0.7 MILE NORTH ALONG THE BURLINGTON NORTH RAILROAD,
 NJ0456'11 POLES SOUTH OF MILEPOST 221, 294 FEET SOUTH OF THE SOUTH END OF
 NJ0456'THE CONCRETE HEADWALL OF A CULVERT, SET IN THE TOP AND 2.5 FEET
 NJ0456'NORTHEAST OF THE SOUTHWEST CORNER OF A 12-FOOT LONG ROCK
 NJ0456'OUTCROP WHICH PROJECTS 2.7 FEET ABOVE A DITCH, 29 FEET EAST OF
 NJ0456'THE EAST RAIL OF THE EAST TRACK, 25 FEET WEST OF A FENCE, 15
 NJ0456'FEET SOUTH OF A TELEPHONE POLE, AND ABOUT 6 FEET BELOW THE
 NJ0456'LEVEL OF THE TRACK.  SECTION 27, T 4N, R 6W.
 NJ0456
 NJ0456                          STATION RECOVERY (1998)
 NJ0456
 NJ0456'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0456'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0349 ***********************************************************************
 ON0349  DESIGNATION -  B 122
 ON0349  PID         -  ON0349
 ON0349  STATE/COUNTY-  WI/CRAWFORD
 ON0349  COUNTRY     -  US
 ON0349  USGS QUAD   -  PRAIRIE DU CHIEN (2018)
 ON0349
 ON0349                         *CURRENT SURVEY CONTROL
 ON0349  ______________________________________________________________________
 ON0349* NAD 83(1986) POSITION- 43 03 51.9    (N) 091 08 32.7    (W)   HD_HELD2
 ON0349* NAVD 88 ORTHO HEIGHT -   193.898 (meters)      636.15  (feet) ADJUSTED
 ON0349  ______________________________________________________________________
 ON0349  GEOID HEIGHT    -        -31.671 (meters)                     GEOID18
 ON0349  DYNAMIC HEIGHT  -        193.851 (meters)      635.99  (feet) COMP
 ON0349  MODELED GRAVITY -    980,370.9   (mgal)                       NAVD 88
 ON0349
 ON0349  VERT ORDER      -  FIRST     CLASS I
 ON0349
 ON0349.The horizontal coordinates were established by autonomous hand held GPS
 ON0349.observations and have an estimated accuracy of +/- 10 meters.
 ON0349
 ON0349.The orthometric height was determined by differential leveling and
 ON0349.adjusted by the NATIONAL GEODETIC SURVEY
 ON0349.in June 1991.
 ON0349
 ON0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0349.GEOID18 height accuracy estimate available here.
 ON0349
 ON0349.Click photographs - Photos may exist for this station.
 ON0349
 ON0349.The dynamic height is computed by dividing the NAVD 88
 ON0349.geopotential number by the normal gravity value computed on the
 ON0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0349.degrees latitude (g = 980.6199 gals.).
 ON0349
 ON0349.The modeled gravity was interpolated from observed gravity values.
 ON0349
 ON0349;                    North         East    Units  Estimated Accuracy
 ON0349;SPC WI S     -   118,884.      506,951.      MT  (+/- 10 meters HH2 GPS)
 ON0349
 ON0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5125269642(NAD 83)
 ON0349
 ON0349                          SUPERSEDED SURVEY CONTROL
 ON0349
 ON0349  NGVD 29 (??/??/92)  193.946  (m)          636.30   (f) ADJ UNCH    1 1
 ON0349
 ON0349.Superseded values are not recommended for survey control.
 ON0349
 ON0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0349.See file dsdata.pdf to determine how the superseded data were derived.
 ON0349
 ON0349_MARKER: DB = BENCH MARK DISK
 ON0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0349_STAMPING: B 122 1970
 ON0349_MARK LOGO: CGS
 ON0349_PROJECTION: FLUSH
 ON0349_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0349+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2007
 ON0349
 ON0349  HISTORY     - Date     Condition        Report By
 ON0349  HISTORY     - 1970     MONUMENTED       NGS
 ON0349  HISTORY     - 20030411 GOOD             WIDT
 ON0349  HISTORY     - 20071030 GOOD             WIDT
 ON0349
 ON0349                          STATION DESCRIPTION
 ON0349
 ON0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0349'0.7 MI N FROM PRAIRIE DU CHIEN.
 ON0349'ABOUT 0.7 MILE NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0349'FROM THE STATION AT PRAIRIE DU CHIEN, 111.0 FEET SOUTHEAST OF
 ON0349'THE CENTER OF THE CROSSING OF THE MAIN TRACK AND E. FREDRICK
 ON0349'STREET, 35.5 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 44.0
 ON0349'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDETRACK WHICH
 ON0349'LEADS SOUTHEAST, 64.5 FEET NORTH OF A TELEPHONE POLE, 68.7 FEET
 ON0349'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A 6 1/2- X 9 1/2-FOOT
 ON0349'PORTABLE CONCRETE BUILDING, 1 FOOT WEST OF A FENCE, 1.0 FOOT
 ON0349'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 ON0349'LEVEL OF THE TRACK, AND BRAZED ON THE TOP OF A 3-INCH IRON
 ON0349'PIPE PROJECTING 4 INCHES.  SECTION, T 7N, R 7W.
 ON0349
 ON0349                          STATION RECOVERY (2003)
 ON0349
 ON0349'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 ON0349'OWNERSHIP -- BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0349'THE JUNCTION OF STATE HIGHWAY 27 WITH STATE HIGHWAY 35 IN THE CITY OF
 ON0349'PRAIRIE DU CHIEN, GO NORTH ON STATE HIGHWAY 35 FOR 1.0 MI (1.61 KM) TO
 ON0349'FREDRICK STREET ON THE LEFT, TURN LEFT AND GO WEST ON FREDRICK STREET
 ON0349'FOR 0.4 MI (0.64 KM) TO THE RAILROAD TRACKS AND THE STATION ON THE
 ON0349'LEFT.  THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK
 ON0349'DISK SET IN THE TOP OF A METAL PIPE ABOUT 1 M (3.3 FT) BELOW THE
 ON0349'RAILROAD TRACKS.  THE STATION IS 33.8 M (110.9 FT) SOUTHEAST OF THE
 ON0349'CENTER OF THE CROSSING OF THE RAILROAD AND FREDRICK STREET, 20.9 M
 ON0349'(68.6 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A 6.5 FT (2.0 M)
 ON0349'X 9.5 FT (2.9 M) CONCRETE BUILDING, 19.7 M (64.6 FT) NORTH OF A POWER
 ON0349'POLE, 10.8 M (35.4 FT) EAST OF THE EAST RAIL OF THE RAILROAD, 0.3 M
 ON0349'(1.0 FT) WEST OF A CHAIN LINKED FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A
 ON0349'METAL WITNESS POST.---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 ON0349'OBSERVATION DUE TO A NEAR BY CHAIN LINK FENCE.
 ON0349
 ON0349                          STATION RECOVERY (2007)
 ON0349
 ON0349'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 ON0349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0407 ***********************************************************************
 ON0407  DESIGNATION -  B 123
 ON0407  PID         -  ON0407
 ON0407  STATE/COUNTY-  WI/CRAWFORD
 ON0407  COUNTRY     -  US
 ON0407  USGS QUAD   -  LANSING (2018)
 ON0407
 ON0407                         *CURRENT SURVEY CONTROL
 ON0407  ______________________________________________________________________
 ON0407* NAD 83(1986) POSITION- 43 21 44.     (N) 091 07 43.     (W)   SCALED
 ON0407* NAVD 88 ORTHO HEIGHT -   194.026 (meters)      636.57  (feet) ADJUSTED
 ON0407  ______________________________________________________________________
 ON0407  GEOID HEIGHT    -        -31.862 (meters)                     GEOID18
 ON0407  DYNAMIC HEIGHT  -        193.981 (meters)      636.42  (feet) COMP
 ON0407  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 ON0407
 ON0407  VERT ORDER      -  FIRST     CLASS I
 ON0407
 ON0407.The horizontal coordinates were scaled from a map and have
 ON0407.an estimated accuracy of +/- 6 seconds.
 ON0407
 ON0407.The orthometric height was determined by differential leveling and
 ON0407.adjusted by the NATIONAL GEODETIC SURVEY
 ON0407.in June 1991.
 ON0407
 ON0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0407.GEOID18 height accuracy estimate available here.
 ON0407
 ON0407.Click photographs - Photos may exist for this station.
 ON0407
 ON0407.The dynamic height is computed by dividing the NAVD 88
 ON0407.geopotential number by the normal gravity value computed on the
 ON0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0407.degrees latitude (g = 980.6199 gals.).
 ON0407
 ON0407.The modeled gravity was interpolated from observed gravity values.
 ON0407
 ON0407;                    North         East    Units  Estimated Accuracy
 ON0407;SPC WI S     -   151,950.      508,520.      MT  (+/- 180 meters Scaled)
 ON0407
 ON0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ516027(NAD 83)
 ON0407
 ON0407                          SUPERSEDED SURVEY CONTROL
 ON0407
 ON0407  NGVD 29 (??/??/92)  194.069  (m)          636.71   (f) ADJ UNCH    1 1
 ON0407
 ON0407.Superseded values are not recommended for survey control.
 ON0407
 ON0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0407.See file dsdata.pdf to determine how the superseded data were derived.
 ON0407
 ON0407_MARKER: DB = BENCH MARK DISK
 ON0407_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0407_SP_SET: BRIDGE ABUTMENT
 ON0407_STAMPING: B 123 1970
 ON0407_MARK LOGO: CGS
 ON0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0407
 ON0407  HISTORY     - Date     Condition        Report By
 ON0407  HISTORY     - 1970     MONUMENTED       NGS
 ON0407
 ON0407                          STATION DESCRIPTION
 ON0407
 ON0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0407'2 MI NW FROM FERRYVILLE.
 ON0407'ABOUT 1.95 MILES NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0407'FROM THE STATION AT FERRYVILLE, 8 RAILS NORTHWEST OF MILEPOST
 ON0407'264, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 ON0407'CONCRETE ABUTMENT OF A 5- X 14-FOOT RAILROAD BRIDGE WHICH IS
 ON0407'NUMBERED 264.06, 5.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ON0407'SOUTHWEST TRACK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 ON0407'TRACK.  SECTION 7, T 10 N, R 6 W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0235 ***********************************************************************
 ON0235  DESIGNATION -  B 124
 ON0235  PID         -  ON0235
 ON0235  STATE/COUNTY-  WI/VERNON
 ON0235  COUNTRY     -  US
 ON0235  USGS QUAD   -  STODDARD (2018)
 ON0235
 ON0235                         *CURRENT SURVEY CONTROL
 ON0235  ______________________________________________________________________
 ON0235* NAD 83(1986) POSITION- 43 42 04.69   (N) 091 12 53.82   (W)   HD_HELD1
 ON0235* NAVD 88 ORTHO HEIGHT -   195.290 (meters)      640.71  (feet) ADJUSTED
 ON0235  ______________________________________________________________________
 ON0235  GEOID HEIGHT    -        -31.763 (meters)                     GEOID18
 ON0235  DYNAMIC HEIGHT  -        195.250 (meters)      640.58  (feet) COMP
 ON0235  MODELED GRAVITY -    980,410.0   (mgal)                       NAVD 88
 ON0235
 ON0235  VERT ORDER      -  SECOND    CLASS I
 ON0235
 ON0235.The horizontal coordinates were determined by differentially corrected
 ON0235.hand held GPS observations or other comparable positioning techniques
 ON0235.and have an estimated accuracy of +/- 3 meters.
 ON0235
 ON0235.The orthometric height was determined by differential leveling and
 ON0235.adjusted by the WI DEPT OF TRANSP
 ON0235.in May 2012.
 ON0235
 ON0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0235.GEOID18 height accuracy estimate available here.
 ON0235
 ON0235.Click photographs - Photos may exist for this station.
 ON0235
 ON0235.The dynamic height is computed by dividing the NAVD 88
 ON0235.geopotential number by the normal gravity value computed on the
 ON0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0235.degrees latitude (g = 980.6199 gals.).
 ON0235
 ON0235.The modeled gravity was interpolated from observed gravity values.
 ON0235
 ON0235;                    North         East    Units  Estimated Accuracy
 ON0235;SPC WI S     -   189,713.6     502,074.7     MT  (+/- 3 meters HH1 GPS) 
 ON0235
 ON0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4383140246(NAD 83)
 ON0235
 ON0235                          SUPERSEDED SURVEY CONTROL
 ON0235
 ON0235  NAVD 88 (04/20/07)  195.291  (m)          640.72   (f) SUPERSEDED  2 1
 ON0235  NAVD 88 (06/15/91)  195.320  (m)          640.81   (f) SUPERSEDED  1 1
 ON0235  NGVD 29 (??/??/92)  195.332  (m)          640.85   (f) ADJ UNCH    1 1
 ON0235
 ON0235.Superseded values are not recommended for survey control.
 ON0235
 ON0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0235.See file dsdata.pdf to determine how the superseded data were derived.
 ON0235
 ON0235_MARKER: DB = BENCH MARK DISK
 ON0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0235_STAMPING: B 124 1970
 ON0235_MARK LOGO: CGS
 ON0235_PROJECTION: FLUSH
 ON0235_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0235+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2012
 ON0235
 ON0235  HISTORY     - Date     Condition        Report By
 ON0235  HISTORY     - 1970     MONUMENTED       NGS
 ON0235  HISTORY     - 20030520 GOOD             USPSQD
 ON0235  HISTORY     - 20040410 GOOD             WIDT
 ON0235  HISTORY     - 20100809 GOOD             WIDT
 ON0235  HISTORY     - 20120316 GOOD             GEOCAC
 ON0235
 ON0235                          STATION DESCRIPTION
 ON0235
 ON0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0235'2.8 MI N FROM STODDARD.
 ON0235'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 ON0235'AT STODDARD, 0.2 MILE SOUTH OF A BARN WITH A HIGH CONCRETE FOUNDATION,
 ON0235'103 FEET NORTHWEST OF THE SOUTH END OF A WOODEN GUARDRAIL ON THE
 ON0235'WEST SIDE OF THE MORE NORTHERLY OF 2 PAVED ROADSIDE PARKS, 91 FEET
 ON0235'WEST OF THE CENTER LINE OF THE HIGHWAY, 23.8 FEET EAST OF THE
 ON0235'EAST RAIL OF THE EAST TRACK OF THE BURLINGTON NORTHERN RAILROAD,
 ON0235'4.3 FEET NORTH OF A TELEPHONE POLE, 75 YARDS WEST AND ACROSS THE
 ON0235'HIGHWAY FROM A FRAME HOUSE OCCUPIED BY MR. DAHLKE, 1.0 FOOT
 ON0235'SOUTH OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF
 ON0235'THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND BRAZED
 ON0235'ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 3 INCHES.
 ON0235'SECTION 9, T 14N, R 7W.
 ON0235
 ON0235                          STATION RECOVERY (2003)
 ON0235
 ON0235'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0235'RECOVERED IN GOOD CONDITION. ADD-- IT IS ABOUT 45 FEET SOUTH OF THE
 ON0235'STEPS AND PATH LEADING TO THE RAILROAD TRACKS FROM THE ROADSIDE PARK,
 ON0235'ABOUT 33 FEET NORTH OF A SAINLESS STEEL RAILROAD STRUCTURE, AND 1 FOOT
 ON0235'EAST OF AN ORANGE METAL WITNESS POST WITH WHITE SIGN.  THERE ARE NO
 ON0235'OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 ON0235
 ON0235                          STATION RECOVERY (2004)
 ON0235
 ON0235'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0235'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0235'THE JUNCTION OF US HIGHWAY 14 AND US HIGHWAY 61 WITH STATE HIGHWAY 35
 ON0235'ON THE SOUTH SIDE OF LA CROSSE, GO SOUTH ON STATE HIGHWAY 35 FOR 3.6
 ON0235'MI (5.79 KM) TO WIND WALKER TRAIL ON THE LEFT AND A WAYSIDE AND THE
 ON0235'STATION ON THE RIGHT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 ON0235'SURVEY BENCH MARK DISK SET IN THE TOP OF A 7.5-CM IRON PIPE ABOUT 4 M
 ON0235'(13.1 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.3 M (24.0 FT)
 ON0235'EAST OF THE EASTERN MOST TRACKS, 17 M (55.8 FT) SOUTHWEST OF THE
 ON0235'SOUTHWEST WOOD POST SUPPORTING THE TOP PLATFORM OF STAIRS, 11.6 M
 ON0235'(38.1 FT) WEST OF THE WEST END OF THE DRAIN PIPE FOR THE WAYSIDE, 10.4
 ON0235'M (34.1 FT) NORTH OF THE TIN SHED FOR RAIL MONITORING AND 0.2 M (0.7
 ON0235'FT) EAST OF A YELLOW STEEL WITNESS POST.  ---NOTE---THIS STATION HAS
 ON0235'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 ON0235'HORIZON.
 ON0235
 ON0235                          STATION RECOVERY (2010)
 ON0235
 ON0235'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0235'RECOVERED IN GOOD CONDITION.
 ON0235
 ON0235                          STATION RECOVERY (2012)
 ON0235
 ON0235'RECOVERY NOTE BY GEOCACHING 2012 (KC)
 ON0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0403 ***********************************************************************
 PO0403  DESIGNATION -  B 125
 PO0403  PID         -  PO0403
 PO0403  STATE/COUNTY-  WI/BUFFALO
 PO0403  COUNTRY     -  US
 PO0403  USGS QUAD   -  FOUNTAIN CITY (2018)
 PO0403
 PO0403                         *CURRENT SURVEY CONTROL
 PO0403  ______________________________________________________________________
 PO0403* NAD 83(1986) POSITION- 44 07 50.32   (N) 091 43 05.39   (W)   HD_HELD1
 PO0403* NAVD 88 ORTHO HEIGHT -   201.951 (meters)      662.57  (feet) ADJUSTED
 PO0403  ______________________________________________________________________
 PO0403  GEOID HEIGHT    -        -30.503 (meters)                     GEOID18
 PO0403  DYNAMIC HEIGHT  -        201.923 (meters)      662.48  (feet) COMP
 PO0403  MODELED GRAVITY -    980,473.0   (mgal)                       NAVD 88
 PO0403
 PO0403  VERT ORDER      -  FIRST     CLASS I
 PO0403
 PO0403.The horizontal coordinates were determined by differentially corrected
 PO0403.hand held GPS observations or other comparable positioning techniques
 PO0403.and have an estimated accuracy of +/- 3 meters.
 PO0403
 PO0403.The orthometric height was determined by differential leveling and
 PO0403.adjusted by the NATIONAL GEODETIC SURVEY
 PO0403.in June 1991.
 PO0403
 PO0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0403.GEOID18 height accuracy estimate available here.
 PO0403
 PO0403.Click photographs - Photos may exist for this station.
 PO0403
 PO0403.The dynamic height is computed by dividing the NAVD 88
 PO0403.geopotential number by the normal gravity value computed on the
 PO0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0403.degrees latitude (g = 980.6199 gals.).
 PO0403
 PO0403.The modeled gravity was interpolated from observed gravity values.
 PO0403
 PO0403;                    North         East    Units  Estimated Accuracy
 PO0403;SPC WI C     -    34,491.5     462,502.2     MT  (+/- 3 meters HH1 GPS) 
 PO0403
 PO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0254487182(NAD 83)
 PO0403
 PO0403                          SUPERSEDED SURVEY CONTROL
 PO0403
 PO0403  NGVD 29 (??/??/92)  201.968  (m)          662.62   (f) ADJ UNCH    1 1
 PO0403
 PO0403.Superseded values are not recommended for survey control.
 PO0403
 PO0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0403.See file dsdata.pdf to determine how the superseded data were derived.
 PO0403
 PO0403_MARKER: DB = BENCH MARK DISK
 PO0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0403_SP_SET: UNDERPASS
 PO0403_STAMPING: B 125 1970
 PO0403_MARK LOGO: CGS
 PO0403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PO0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0403+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2012
 PO0403
 PO0403  HISTORY     - Date     Condition        Report By
 PO0403  HISTORY     - 1970     MONUMENTED       NGS
 PO0403  HISTORY     - 19960630 GOOD             USPSQD
 PO0403  HISTORY     - 20060605 GOOD             WIDT
 PO0403  HISTORY     - 20121003 GOOD             AE
 PO0403
 PO0403                          STATION DESCRIPTION
 PO0403
 PO0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0403'AT FOUNTAIN CITY.
 PO0403'AT FOUNTAIN CITY, 285 FEET WEST AND ACROSS STATE HIGHWAY 35
 PO0403'FROM THE WEST CORNER OF THE POST OFFICE, 164 FEET SOUTHWEST OF
 PO0403'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH
 PO0403'CONCRETE WING WALL OF BURLINGTON NORTHERN RAILROAD UNDERPASS
 PO0403'NUMBER 334.14 FOR LIBERTY STREET, 6 FEET NORTHEAST OF THE
 PO0403'NORTHEAST RAIL OF THE NORTHEAST TRACK, AND ABOUT 1 1/2 FEET BELOW
 PO0403'THE LEVEL OF THE TRACK.  SECTION 8, T 19N, R 11W
 PO0403
 PO0403                          STATION RECOVERY (1996)
 PO0403
 PO0403'RECOVERY NOTE BY US POWER SQUADRON 1996
 PO0403'RECOVERED IN GOOD CONDITION.
 PO0403
 PO0403                          STATION RECOVERY (2006)
 PO0403
 PO0403'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0403'RECOVERED IN GOOD CONDITION.
 PO0403
 PO0403                          STATION RECOVERY (2012)
 PO0403
 PO0403'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2012
 PO0403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0429 ***********************************************************************
 PP0429  DESIGNATION -  B 126
 PP0429  PID         -  PP0429
 PP0429  STATE/COUNTY-  WI/PIERCE
 PP0429  COUNTRY     -  US
 PP0429  USGS QUAD   -  RED WING (2019)
 PP0429
 PP0429                         *CURRENT SURVEY CONTROL
 PP0429  ______________________________________________________________________
 PP0429* NAD 83(1986) POSITION- 44 35 37.88   (N) 092 32 18.34   (W)   HD_HELD1
 PP0429* NAVD 88 ORTHO HEIGHT -   225.290 (meters)      739.14  (feet) ADJUSTED
 PP0429  ______________________________________________________________________
 PP0429  GEOID HEIGHT    -        -30.242 (meters)                     GEOID18
 PP0429  DYNAMIC HEIGHT  -        225.258 (meters)      739.03  (feet) COMP
 PP0429  MODELED GRAVITY -    980,472.2   (mgal)                       NAVD 88
 PP0429
 PP0429  VERT ORDER      -  FIRST     CLASS I
 PP0429
 PP0429.The horizontal coordinates were determined by differentially corrected
 PP0429.hand held GPS observations or other comparable positioning techniques
 PP0429.and have an estimated accuracy of +/- 3 meters.
 PP0429
 PP0429.The orthometric height was determined by differential leveling and
 PP0429.adjusted by the NATIONAL GEODETIC SURVEY
 PP0429.in June 1991.
 PP0429
 PP0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0429.GEOID18 height accuracy estimate available here.
 PP0429
 PP0429.Click photographs - Photos may exist for this station.
 PP0429
 PP0429.The dynamic height is computed by dividing the NAVD 88
 PP0429.geopotential number by the normal gravity value computed on the
 PP0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0429.degrees latitude (g = 980.6199 gals.).
 PP0429
 PP0429.The modeled gravity was interpolated from observed gravity values.
 PP0429
 PP0429;                    North         East    Units  Estimated Accuracy
 PP0429;SPC WI C     -    87,657.6     398,486.4     MT  (+/- 3 meters HH1 GPS) 
 PP0429
 PP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3663537938(NAD 83)
 PP0429
 PP0429                          SUPERSEDED SURVEY CONTROL
 PP0429
 PP0429  NGVD 29 (??/??/92)  225.252  (m)          739.01   (f) ADJ UNCH    1 1
 PP0429
 PP0429.Superseded values are not recommended for survey control.
 PP0429
 PP0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0429.See file dsdata.pdf to determine how the superseded data were derived.
 PP0429
 PP0429_MARKER: DB = BENCH MARK DISK
 PP0429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP0429_STAMPING: B 126 1970
 PP0429_MARK LOGO: CGS
 PP0429_PROJECTION: PROJECTING 5 CENTIMETERS
 PP0429_MAGNETIC: I = MARKER IS A STEEL ROD
 PP0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0429+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 PP0429
 PP0429  HISTORY     - Date     Condition        Report By
 PP0429  HISTORY     - 1970     MONUMENTED       NGS
 PP0429  HISTORY     - 20030920 GOOD             USPSQD
 PP0429  HISTORY     - 20070711 GOOD             WIDT
 PP0429  HISTORY     - 20170502 GOOD             MNDT
 PP0429
 PP0429                          STATION DESCRIPTION
 PP0429
 PP0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0429'0.4 MI S FROM HAGER CITY.
 PP0429'ABOUT 0.4 MILE SOUTH ALONG COUNTY ROADS VV AND K FROM THE POST OFFICE
 PP0429'AT HAGER CITY, 235 FEET SOUTH OF THE INTERSECTION OF THE ROAD AND U.S.
 PP0429'HIGHWAY 63, 65 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE U.S.
 PP0429'HIGHWAY, 32 FEET SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD WHICH IS
 PP0429'OLD U.S. HIGHWAY 63, 7.3 FEET SOUTHWEST OF A POWER POLE WHICH IS
 PP0429'BRACED BY A GUY WIRE, 10.0 FEET NORTHEAST OF THE BASE OF A GUY WIRE,
 PP0429'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET ON THE TOP OF
 PP0429'A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF 48 FEET
 PP0429'AND IS ENCASED IN A 4-INCH IRON PIPE WHICH PROJECTS 2 INCHES. SECTION
 PP0429'3, T 24N, R 18W.
 PP0429
 PP0429                          STATION RECOVERY (2003)
 PP0429
 PP0429'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEH)
 PP0429'RECOVERED IN GOOD CONDITION.
 PP0429
 PP0429                          STATION RECOVERY (2007)
 PP0429
 PP0429'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 PP0429'RECOVERED AS DESCRIBED.
 PP0429
 PP0429                          STATION RECOVERY (2017)
 PP0429
 PP0429'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0429'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0489 ***********************************************************************
 PP0489  DESIGNATION -  B 127
 PP0489  PID         -  PP0489
 PP0489  STATE/COUNTY-  WI/PIERCE
 PP0489  COUNTRY     -  US
 PP0489  USGS QUAD   -  HASTINGS (2019)
 PP0489
 PP0489                         *CURRENT SURVEY CONTROL
 PP0489  ______________________________________________________________________
 PP0489* NAD 83(1986) POSITION- 44 44 34.72   (N) 092 47 25.66   (W)   HD_HELD1
 PP0489* NAVD 88 ORTHO HEIGHT -   242.944 (meters)      797.06  (feet) ADJUSTED
 PP0489  ______________________________________________________________________
 PP0489  GEOID HEIGHT    -        -29.377 (meters)                     GEOID18
 PP0489  DYNAMIC HEIGHT  -        242.915 (meters)      796.96  (feet) COMP
 PP0489  MODELED GRAVITY -    980,490.8   (mgal)                       NAVD 88
 PP0489
 PP0489  VERT ORDER      -  SECOND    CLASS I
 PP0489
 PP0489.The horizontal coordinates were determined by differentially corrected
 PP0489.hand held GPS observations or other comparable positioning techniques
 PP0489.and have an estimated accuracy of +/- 3 meters.
 PP0489
 PP0489.The orthometric height was determined by differential leveling and
 PP0489.adjusted by the NATIONAL GEODETIC SURVEY
 PP0489.in February 2024.
 PP0489
 PP0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0489.GEOID18 height accuracy estimate available here.
 PP0489
 PP0489.Click photographs - Photos may exist for this station.
 PP0489
 PP0489.The dynamic height is computed by dividing the NAVD 88
 PP0489.geopotential number by the normal gravity value computed on the
 PP0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0489.degrees latitude (g = 980.6199 gals.).
 PP0489
 PP0489.The modeled gravity was interpolated from observed gravity values.
 PP0489
 PP0489;                    North         East    Units  Estimated Accuracy
 PP0489;SPC WI C     -   104,874.7     379,055.5     MT  (+/- 3 meters HH1 GPS) 
 PP0489
 PP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1658854420(NAD 83)
 PP0489
 PP0489                          SUPERSEDED SURVEY CONTROL
 PP0489
 PP0489  NAVD 88 (06/15/91)  242.946  (m)          797.07   (f) SUPERSEDED  1 1
 PP0489  NGVD 29 (??/??/92)  242.894  (m)          796.89   (f) ADJ UNCH    1 1
 PP0489
 PP0489.Superseded values are not recommended for survey control.
 PP0489
 PP0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0489.See file dsdata.pdf to determine how the superseded data were derived.
 PP0489
 PP0489_MARKER: DB = BENCH MARK DISK
 PP0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0489_STAMPING: B 127 1970
 PP0489_MARK LOGO: CGS
 PP0489_PROJECTION: FLUSH
 PP0489_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0489+STABILITY: SURFACE MOTION
 PP0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0489+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2020
 PP0489
 PP0489  HISTORY     - Date     Condition        Report By
 PP0489  HISTORY     - 1970     MONUMENTED       NGS
 PP0489  HISTORY     - 19880808 GOOD             MNDT
 PP0489  HISTORY     - 20070702 GOOD             WIDT
 PP0489  HISTORY     - 20201005 GOOD             MNDT
 PP0489
 PP0489                          STATION DESCRIPTION
 PP0489
 PP0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0489'0.75 MI SE FROM PRESCOTT.
 PP0489'ABOUT 0.75 MILE SOUTHEAST ALONG COUNTY ROAD Q FROM THE POST OFFICE AT
 PP0489'PRESCOTT, 280 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT THE NORTH
 PP0489'SIDE OF THE CITY PARK, 36 FEET WEST OF THE CENTER LINE OF THE PAVED
 PP0489'DRIVEWAY TO THE PARK, 103 FEET NORTH OF THE NORTHEAST BRICK PILLAR FOR
 PP0489'A PICNIC SHELTER, 45.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 PP0489'CONCRETE BLOCK BUILDING WHICH HOUSES REST ROOMS, 1 FOOT SOUTH OF A
 PP0489'FENCE, ABOUT LEVEL WITH THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE
 PP0489'POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SECTION 15, T
 PP0489'26N, R 20W.
 PP0489
 PP0489                          STATION RECOVERY (1988)
 PP0489
 PP0489'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP0489'THE MARK IS LOCATED IN THE SOUTH PART OF THE CITY OF PRESCOTT
 PP0489'(WISCONSIN) AT THE NORTH SIDE OF A CITY PARK, 0.75 MI (1.21 KM)
 PP0489'SOUTHEAST AND EAST ALONG COUNTY ROAD Q FROM ITS JUNCTION WITH TRUNK
 PP0489'HIGHWAY 10 TO THE INTERSECTION OF JEFFERSON AND MONROE STREETS AND IN
 PP0489'THE EAST 1/2 OF SECTION 15, T26N, R20W.  THE MARK IS 280 FT (85.3 M)
 PP0489'SOUTH OF THE INTERSECTION OF JEFFERSON AND MONROE STREETS, 36 FT
 PP0489'(11.0 M) WEST OF THE CENTERLINE OF THE ROAD TO THE PARK, 103 FT
 PP0489'(31.4 M) NORTH-NORTHEAST OF THE NORTHEAST PILLAR OF THE PICNIC
 PP0489'SHELTER, 45.5 FT (13.9 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 PP0489'CONCRETE REST ROOMS BUILDING AND 1 FT (0.3 M) SOUTH OF A FENCE.  THE
 PP0489'MARK, A STANDARD NGS BENCH MARK DISK STAMPED---B 127 1970---, IS SET
 PP0489'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 PP0489'GROUND AND IS ABOUT LEVEL WITH THE DRIVEWAY.  NOTE--NOT LEVELED TO
 PP0489'DURING THIS SURVEY.
 PP0489
 PP0489                          STATION RECOVERY (2007)
 PP0489
 PP0489'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 PP0489'THE STATION IS LOCATED ABOUT 14.8 MI (23.8 KM) NORTHWEST OF PRESCOTT,
 PP0489'11.6 MI (18.7 KM) SOUTHWEST OF RIVER FALLS AND 10.2 MI (16.4 KM)
 PP0489'NORTHWEST OF DIAMOND BLUFF.
 PP0489'
 PP0489'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 PP0489'HIGHWAY 35 (BROAD STREET) AND CHERRY STREET TO THE NORTHEAST IN THE
 PP0489'CITY OF PRESCOTT, GO SOUTHEAST ON STATE HIGHWAY 35 (BROAD STREET) FOR
 PP0489'0.75 MI (1.2 KM) TO MONROE STREET.  TURN RIGHT AND GO SOUTH ON MONROE
 PP0489'STREET FOR 0.05 MI (0.1 KM) TO THE GREAT RIVER ROAD VISITOR CENTER
 PP0489'(FREEDOM PARK) AND THE STATION ON THE RIGHT.
 PP0489'
 PP0489'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK,
 PP0489'SET IN THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, WHICH IS
 PP0489'FLUSH WITH THE GROUND, 11.0 M (36.1 FT) WEST OF THE CENTERLINE OF
 PP0489'MONROE STREET, 5.45 M (17.9 FT) SOUTHWEST OF POWER PEDESTAL EE24 AND
 PP0489'0.65 M (2.1 FT) SOUTH OF A GREEN CYCLONE FENCE.
 PP0489'
 PP0489'NOTE-THIS STATION IS CURRENTLY NOT SUITABLE FOR GPS OBSERVATIONS DUE
 PP0489'TO A LARGE TREE APPROXIMATELY 12 FT (3.7 M) TO THE WEST-SOUTHWEST OF
 PP0489'THE STATION.
 PP0489
 PP0489                          STATION RECOVERY (2020)
 PP0489
 PP0489'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP0489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0353 ***********************************************************************
 QL0353  DESIGNATION -  B 128
 QL0353  PID         -  QL0353
 QL0353  STATE/COUNTY-  WI/MARINETTE
 QL0353  COUNTRY     -  US
 QL0353  USGS QUAD   -  MARINETTE WEST (2018)
 QL0353
 QL0353                         *CURRENT SURVEY CONTROL
 QL0353  ______________________________________________________________________
 QL0353* NAD 83(1986) POSITION- 45 05 46.0    (N) 087 38 36.5    (W)   HD_HELD2
 QL0353* NAVD 88 ORTHO HEIGHT -   186.489 (meters)      611.84  (feet) ADJUSTED
 QL0353  ______________________________________________________________________
 QL0353  GEOID HEIGHT    -        -36.930 (meters)                     GEOID18
 QL0353  DYNAMIC HEIGHT  -        186.470 (meters)      611.78  (feet) COMP
 QL0353  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 QL0353
 QL0353  VERT ORDER      -  FIRST     CLASS 0
 QL0353
 QL0353.The horizontal coordinates were established by autonomous hand held GPS
 QL0353.observations and have an estimated accuracy of +/- 10 meters.
 QL0353
 QL0353.The orthometric height was determined by differential leveling and
 QL0353.adjusted by the NATIONAL GEODETIC SURVEY
 QL0353.in June 1991.
 QL0353
 QL0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0353.GEOID18 height accuracy estimate available here.
 QL0353
 QL0353.Click photographs - Photos may exist for this station.
 QL0353
 QL0353.The dynamic height is computed by dividing the NAVD 88
 QL0353.geopotential number by the normal gravity value computed on the
 QL0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0353.degrees latitude (g = 980.6199 gals.).
 QL0353
 QL0353.The modeled gravity was interpolated from observed gravity values.
 QL0353
 QL0353;                    North         East    Units  Estimated Accuracy
 QL0353;SPC WI C     -   143,011.      785,458.      MT  (+/- 10 meters HH2 GPS)
 QL0353
 QL0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4936993828(NAD 83)
 QL0353
 QL0353                          SUPERSEDED SURVEY CONTROL
 QL0353
 QL0353.No superseded survey control is available for this station.
 QL0353
 QL0353_MARKER: DB = BENCH MARK DISK
 QL0353_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0353_STAMPING: B 128 1972
 QL0353_MARK LOGO: CGS
 QL0353_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0353
 QL0353  HISTORY     - Date     Condition        Report By
 QL0353  HISTORY     - 1972     MONUMENTED       NGS
 QL0353  HISTORY     - 20021108 MARK NOT FOUND   USPSQD
 QL0353  HISTORY     - 20051209 MARK NOT FOUND   WIDT
 QL0353
 QL0353                          STATION DESCRIPTION
 QL0353
 QL0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0353'AT MARINETTE.
 QL0353'AT MARINETTE, ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 41
 QL0353'FROM THE COURTHOUSE, AT THE CROSSING OF THE CHICAGO, MILWAUKEE,
 QL0353'ST PAUL AND PACIFIC RAILROAD, 63 1/2 FEET NORTHWEST OF THE CENTER
 QL0353'OF THE JUNCTION OF BANG STREET AND THE HIGHWAY, 28 1/2 FEET
 QL0353'NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, 7 FEET SOUTHWEST
 QL0353'OF THE SOUTHWEST RAIL OF THE NEAR TRACK, 2 1/2 FEET NORTHWEST
 QL0353'OF A TELEGRAPH POLE, 21 1/2 FEET NORTHEAST OF THE CENTER LINE
 QL0353'OF A GRAVEL DRIVEWAY, 1.2 FEET NORTHEAST OF A METAL WITNESS
 QL0353'POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP OF A
 QL0353'COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL
 QL0353'PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 QL0353'ROD WAS DRIVEN TO A DEPTH OF 9 FEET.  SECTION 1, T 30 N, R 23 E.
 QL0353
 QL0353                          STATION RECOVERY (2002)
 QL0353
 QL0353'RECOVERY NOTE BY US POWER SQUADRON 2002 (REP)
 QL0353'RAILROAD CROSSING HAS BEEN MODIFIED WITH NEW APRON AND ADDED BALLAST.
 QL0353'THERE IS NO TELEGRAPH POLE OR DRIVEWAY PRESENT AS DESCRIBED IN
 QL0353'ORIGINAL DESCRIPTION.
 QL0353
 QL0353                          STATION RECOVERY (2005)
 QL0353
 QL0353'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0353'MARK NOT FOUND.  ADD BANG STREET HAS BEEN EXTENDED NORTH OF US HIGHWAY
 QL0353'41 AND THE ORIGINAL LATITUDE AND LONGITUDE PLACE THE STATION ALONG THE
 QL0353'WRONG RAILROAD TRACK, A HAND HELD GPS LOCATION OF THE CORRECT CROSSING
 QL0353'IS AS FOLLOWS N45 05 46, W87 38 37.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0211 ***********************************************************************
 PM0211  DESIGNATION -  B 129
 PM0211  PID         -  PM0211
 PM0211  STATE/COUNTY-  WI/OCONTO
 PM0211  COUNTRY     -  US
 PM0211  USGS QUAD   -  OCONTO WEST (2018)
 PM0211
 PM0211                         *CURRENT SURVEY CONTROL
 PM0211  ______________________________________________________________________
 PM0211* NAD 83(1986) POSITION- 44 53 16.3    (N) 087 52 54.9    (W)   HD_HELD2
 PM0211* NAVD 88 ORTHO HEIGHT -   178.835 (meters)      586.73  (feet) ADJUSTED
 PM0211  ______________________________________________________________________
 PM0211  GEOID HEIGHT    -        -36.533 (meters)                     GEOID18
 PM0211  DYNAMIC HEIGHT  -        178.818 (meters)      586.67  (feet) COMP
 PM0211  MODELED GRAVITY -    980,520.5   (mgal)                       NAVD 88
 PM0211
 PM0211  VERT ORDER      -  FIRST     CLASS 0
 PM0211
 PM0211.The horizontal coordinates were established by autonomous hand held GPS
 PM0211.observations and have an estimated accuracy of +/- 10 meters.
 PM0211
 PM0211.The orthometric height was determined by differential leveling and
 PM0211.adjusted by the NATIONAL GEODETIC SURVEY
 PM0211.in June 1991.
 PM0211
 PM0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0211.GEOID18 height accuracy estimate available here.
 PM0211
 PM0211.Click photographs - Photos may exist for this station.
 PM0211
 PM0211.The dynamic height is computed by dividing the NAVD 88
 PM0211.geopotential number by the normal gravity value computed on the
 PM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0211.degrees latitude (g = 980.6199 gals.).
 PM0211
 PM0211.The modeled gravity was interpolated from observed gravity values.
 PM0211
 PM0211;                    North         East    Units  Estimated Accuracy
 PM0211;SPC WI C     -   119,360.      767,301.      MT  (+/- 10 meters HH2 GPS)
 PM0211
 PM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3035670871(NAD 83)
 PM0211
 PM0211                          SUPERSEDED SURVEY CONTROL
 PM0211
 PM0211.No superseded survey control is available for this station.
 PM0211
 PM0211_MARKER: DB = BENCH MARK DISK
 PM0211_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0211_STAMPING: B 129 1972
 PM0211_MARK LOGO: CGS
 PM0211_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0211+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2006
 PM0211
 PM0211  HISTORY     - Date     Condition        Report By
 PM0211  HISTORY     - 1972     MONUMENTED       NGS
 PM0211  HISTORY     - 20021010 GOOD             USPSQD
 PM0211  HISTORY     - 20041119 GOOD             USPSQD
 PM0211  HISTORY     - 20051207 GOOD             WIDT
 PM0211  HISTORY     - 20061213 GOOD             USPSQD
 PM0211
 PM0211                          STATION DESCRIPTION
 PM0211
 PM0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0211'IN OCONTO.
 PM0211'AT OCONTO, ABOUT 0.2 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN
 PM0211'RAILWAY FROM THE STATION, 197 FEET NORTH-NORTHEAST OF THE CENTER OF
 PM0211'THE CROSSING OF FRANK STREET, 127 FEET SOUTH OF THE CENTER OF THE
 PM0211'JUNCTION OF FELIX STREET AND BROADWAY AVENUE, 27.8 FEET EAST OF AND
 PM0211'ACROSS BROADWAY AVENUE FROM THE EAST RAIL OF THE MAIN TRACK, 15 FEET
 PM0211'EAST OF THE CENTER LINE OF BROADWAY AVENUE, 2 FEET NORTH OF A
 PM0211'TELEGRAPH POLE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 PM0211'WITH THE AVENUE, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK
 PM0211'ON THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH
 PM0211'METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND. THE
 PM0211'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 29 FEET.  SECTION 19, T 28N, R
 PM0211'22E.
 PM0211
 PM0211                          STATION RECOVERY (2002)
 PM0211
 PM0211'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 PM0211'RECOVERED IN GOOD CONDITION.
 PM0211
 PM0211                          STATION RECOVERY (2004)
 PM0211
 PM0211'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 PM0211'RECOVERED IN GOOD CONDITION.
 PM0211
 PM0211                          STATION RECOVERY (2005)
 PM0211
 PM0211'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0211'RECOVERED IN GOOD CONDITION. --ADD--THE STATION IS 15 CM BELOW THE
 PM0211'SURFACE IN AN AREA STREWN WITH DEBRIS, AND 1.2 M NORTHEAST (NOT 2 FEET
 PM0211'NORTH) OF A POWER POLE.
 PM0211
 PM0211                          STATION RECOVERY (2006)
 PM0211
 PM0211'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 PM0211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1119 ***********************************************************************
 RL1119  DESIGNATION -  B 13
 RL1119  PID         -  RL1119
 RL1119  STATE/COUNTY-  WI/IRON
 RL1119  COUNTRY     -  US
 RL1119  USGS QUAD   -  POWELL (2018)
 RL1119
 RL1119                         *CURRENT SURVEY CONTROL
 RL1119  ______________________________________________________________________
 RL1119* NAD 83(1986) POSITION- 46 06 44.     (N) 089 59 24.     (W)   SCALED
 RL1119* NAVD 88 ORTHO HEIGHT -   485.336 (meters)     1592.31  (feet) ADJUSTED
 RL1119  ______________________________________________________________________
 RL1119  GEOID HEIGHT    -        -30.737 (meters)                     GEOID18
 RL1119  DYNAMIC HEIGHT  -        485.331 (meters)     1592.29  (feet) COMP
 RL1119  MODELED GRAVITY -    980,589.7   (mgal)                       NAVD 88
 RL1119
 RL1119  VERT ORDER      -  FIRST     CLASS II
 RL1119
 RL1119.The horizontal coordinates were scaled from a map and have
 RL1119.an estimated accuracy of +/- 6 seconds.
 RL1119
 RL1119.The orthometric height was determined by differential leveling and
 RL1119.adjusted by the NATIONAL GEODETIC SURVEY
 RL1119.in June 1991.
 RL1119
 RL1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1119.GEOID18 height accuracy estimate available here.
 RL1119
 RL1119.Click photographs - Photos may exist for this station.
 RL1119
 RL1119.The dynamic height is computed by dividing the NAVD 88
 RL1119.geopotential number by the normal gravity value computed on the
 RL1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1119.degrees latitude (g = 980.6199 gals.).
 RL1119
 RL1119.The modeled gravity was interpolated from observed gravity values.
 RL1119
 RL1119;                    North         East    Units  Estimated Accuracy
 RL1119;SPC WI N     -   105,090.      600,770.      MT  (+/- 180 meters Scaled)
 RL1119
 RL1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS689108(NAD 83)
 RL1119
 RL1119                          SUPERSEDED SURVEY CONTROL
 RL1119
 RL1119  NGVD 29 (??/??/92)  485.318  (m)         1592.25   (f) ADJ UNCH    1 2
 RL1119
 RL1119.Superseded values are not recommended for survey control.
 RL1119
 RL1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1119.See file dsdata.pdf to determine how the superseded data were derived.
 RL1119
 RL1119_MARKER: DB = BENCH MARK DISK
 RL1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1119_STAMPING: B 13 1934
 RL1119_MARK LOGO: CGS
 RL1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1119+STABILITY: SURFACE MOTION
 RL1119
 RL1119  HISTORY     - Date     Condition        Report By
 RL1119  HISTORY     - 1934     MONUMENTED       CGS
 RL1119  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1119  HISTORY     - 1982     MARK NOT FOUND   NGS
 RL1119  HISTORY     - 20050829 MARK NOT FOUND   WIDT
 RL1119
 RL1119                          STATION DESCRIPTION
 RL1119
 RL1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL1119'2.2 MI N FROM POWELL.
 RL1119'ABOUT 2.2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL1119'FROM POWELL, IRON COUNTY, ABOUT 0.3 MILE NORTH OF MILEPOST 300,
 RL1119'40 FEET EAST OF THE TRACK, AND 4 FEET WEST OF THE RIGHT-OF-WAY
 RL1119'FENCE.  A STANDARD DISK, STAMPED B 13 1934 AND SET IN THE TOP
 RL1119'OF A CONCRETE POST.
 RL1119
 RL1119                          STATION RECOVERY (1978)
 RL1119
 RL1119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1119'MARK NOT FOUND.
 RL1119
 RL1119                          STATION RECOVERY (1982)
 RL1119
 RL1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RL1119'NOT RECOVERED.  INACCESSIBLE, LEVEL LINE REROUTED ALONG U.S. HIGHWAY
 RL1119'51.
 RL1119
 RL1119                          STATION RECOVERY (2005)
 RL1119
 RL1119'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1119'MARK NOT FOUND. ADD APPROXIMATE LOCATION OF STATION IS ON THE EDGE OF
 RL1119'A WETLAND AREA, SEARCHED AREA FOR EVIDENCE OF STATION BUT RECOVERED
 RL1119'NOTHING.  NOTE THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE OLD RAIL
 RL1119'BED IS NOW USED AS A SNOWMOBILE TRAIL.  ALL EVIDENCE OF THE MILEPOST
 RL1119'AND THE FENCE LINES ARE ALSO GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0162 ***********************************************************************
 PN0162  DESIGNATION -  B 131
 PN0162  PID         -  PN0162
 PN0162  STATE/COUNTY-  WI/BROWN
 PN0162  COUNTRY     -  US
 PN0162  USGS QUAD   -  DE PERE (2018)
 PN0162
 PN0162                         *CURRENT SURVEY CONTROL
 PN0162  ______________________________________________________________________
 PN0162* NAD 83(1986) POSITION- 44 29 48.06   (N) 088 01 59.05   (W)   HD_HELD1
 PN0162* NAVD 88 ORTHO HEIGHT -   182.339 (meters)      598.22  (feet) ADJUSTED
 PN0162  ______________________________________________________________________
 PN0162  GEOID HEIGHT    -        -36.237 (meters)                     GEOID18
 PN0162  DYNAMIC HEIGHT  -        182.316 (meters)      598.15  (feet) COMP
 PN0162  MODELED GRAVITY -    980,490.4   (mgal)                       NAVD 88
 PN0162
 PN0162  VERT ORDER      -  SECOND    CLASS I
 PN0162
 PN0162.The horizontal coordinates were determined by differentially corrected
 PN0162.hand held GPS observations or other comparable positioning techniques
 PN0162.and have an estimated accuracy of +/- 3 meters.
 PN0162
 PN0162.The orthometric height was determined by differential leveling and
 PN0162.adjusted by the WI DEPT OF TRANSP
 PN0162.in May 2012.
 PN0162
 PN0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0162.GEOID18 height accuracy estimate available here.
 PN0162
 PN0162.Click photographs - Photos may exist for this station.
 PN0162
 PN0162.The dynamic height is computed by dividing the NAVD 88
 PN0162.geopotential number by the normal gravity value computed on the
 PN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0162.degrees latitude (g = 980.6199 gals.).
 PN0162
 PN0162.The modeled gravity was interpolated from observed gravity values.
 PN0162
 PN0162;                    North         East    Units  Estimated Accuracy
 PN0162;SPC WI C     -    75,604.6     756,416.8     MT  (+/- 3 meters HH1 GPS) 
 PN0162
 PN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1786827559(NAD 83)
 PN0162
 PN0162                          SUPERSEDED SURVEY CONTROL
 PN0162
 PN0162  NAVD 88 (06/15/91)  182.336  (m)          598.21   (f) SUPERSEDED  1 0
 PN0162  NGVD 29 (??/??/92)  182.37   (m)          598.3    (f) COMPUTED    1 0
 PN0162
 PN0162.Superseded values are not recommended for survey control.
 PN0162
 PN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0162.See file dsdata.pdf to determine how the superseded data were derived.
 PN0162
 PN0162_MARKER: DV = VERTICAL CONTROL DISK
 PN0162_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0162_STAMPING: B 131 1972
 PN0162_MARK LOGO: NGS
 PN0162_PROJECTION: RECESSED 3 CENTIMETERS
 PN0162_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0162+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 PN0162
 PN0162  HISTORY     - Date     Condition        Report By
 PN0162  HISTORY     - 1972     MONUMENTED       NGS
 PN0162  HISTORY     - 19940509 GOOD             WI-009
 PN0162  HISTORY     - 20030611 GOOD             USPSQD
 PN0162  HISTORY     - 20050610 GOOD             USPSQD
 PN0162  HISTORY     - 20050809 GOOD             WIDT
 PN0162  HISTORY     - 20080806 GOOD             WIDT
 PN0162  HISTORY     - 20091001 GOOD             WI-009
 PN0162
 PN0162                          STATION DESCRIPTION
 PN0162
 PN0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0162'1.1 MI SE FROM GREEN BAY.
 PN0162'ABOUT 1.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PN0162'RAILWAY FROM THE GREEN BAY AND WESTERN RAILWAY STATION AT GREEN
 PN0162'BAY, AT THE CROSSING OF STATE STREET, 133 FEET SOUTHWEST OF THE
 PN0162'SOUTHWEST RAIL OF THE MAIN TRACK, 38 FEET SOUTHEAST OF THE CENTER
 PN0162'LINE OF STATE STREET, 64.5 FEET NORTH OF THE NORTH CORNER OF A
 PN0162'LARGE CONCRETE BUILDING NO. 78 AT THE FORT HOWARD PAPER COMPANY,
 PN0162'10 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SPUR TRACK LEADING
 PN0162'TO THE HOWARD PAPER COMPANY, 1 FOOT NORTHEAST OF A CHAIN LINK
 PN0162'FENCE, 0.5 FOOT SOUTHWEST OF A METAL WITNESS POST, 4 1/2 FEET
 PN0162'BELOW THE LEVEL OF THE TRACK, 2 FEET BELOW THE LEVEL OF STATE
 PN0162'STREET AND IS A NGS DISK ON THE TOP OF A COPPER COATED STEEL
 PN0162'ROD THAT PROJECTS 1 INCH ABOVE THE GROUND AND ENCASED IN A 4 INCH
 PN0162'IRON PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 PN0162'THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.  SECTION 12, T23N, R20E.
 PN0162
 PN0162                          STATION RECOVERY (1994)
 PN0162
 PN0162'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0162'RECOVERED AS DESCRIBED.
 PN0162
 PN0162                          STATION RECOVERY (2003)
 PN0162
 PN0162'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0162'RECOVERED IN GOOD CONDITION.  ADD-- THE REACH THE STATION FROM THE
 PN0162'JUNCTION OF BROADWAY STREET AND LIBERTY STREET AT THE NORTH END OF
 PN0162'GEORGIA PACIFIC COMPANY ON THE WEST SIDE OF THE RIVER, GO EAST ON
 PN0162'LIBERTY STREET OVER A RAILROAD SPUR LINE TO A CURVE TO THE NORTH AND
 PN0162'STATE STREET.  IT IS AT THE INTERSECTION OF LIBERTY STREET AND STATE
 PN0162'STREET.  THE PIPE IS AT GROUND LEVEL.
 PN0162
 PN0162                          STATION RECOVERY (2005)
 PN0162
 PN0162'RECOVERY NOTE BY US POWER SQUADRON 2005
 PN0162'RECOVERED IN GOOD CONDITION.
 PN0162
 PN0162                          STATION RECOVERY (2005)
 PN0162
 PN0162'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0162'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0162
 PN0162                          STATION RECOVERY (2008)
 PN0162
 PN0162'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PN0162'RECOVERED AS DESCRIBED.
 PN0162
 PN0162                          STATION RECOVERY (2009)
 PN0162
 PN0162'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 2009 (DER)
 PN0162'DISC IS LOCATED 57 FEET SOUTH OF THE EXTENTION OF THE LIBERTY STREET
 PN0162'CENTERLINE, 12 FEET EAST OF EAST CURB LINE OF STATE STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0147 ***********************************************************************
 PM0147  DESIGNATION -  B 132
 PM0147  PID         -  PM0147
 PM0147  STATE/COUNTY-  WI/MANITOWOC
 PM0147  COUNTRY     -  US
 PM0147  USGS QUAD   -  MANITOWOC (2018)
 PM0147
 PM0147                         *CURRENT SURVEY CONTROL
 PM0147  ______________________________________________________________________
 PM0147* NAD 83(1986) POSITION- 44 04 00.13   (N) 087 40 59.56   (W)   HD_HELD1
 PM0147* NAVD 88 ORTHO HEIGHT -   200.181 (meters)      656.76  (feet) ADJUSTED
 PM0147  ______________________________________________________________________
 PM0147  GEOID HEIGHT    -        -36.161 (meters)                     GEOID18
 PM0147  DYNAMIC HEIGHT  -        200.147 (meters)      656.65  (feet) COMP
 PM0147  MODELED GRAVITY -    980,447.0   (mgal)                       NAVD 88
 PM0147
 PM0147  VERT ORDER      -  FIRST     CLASS 0
 PM0147
 PM0147.The horizontal coordinates were determined by differentially corrected
 PM0147.hand held GPS observations or other comparable positioning techniques
 PM0147.and have an estimated accuracy of +/- 3 meters.
 PM0147
 PM0147.The orthometric height was determined by differential leveling and
 PM0147.adjusted by the NATIONAL GEODETIC SURVEY
 PM0147.in June 1991.
 PM0147
 PM0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0147.GEOID18 height accuracy estimate available here.
 PM0147
 PM0147.Click photographs - Photos may exist for this station.
 PM0147
 PM0147.The dynamic height is computed by dividing the NAVD 88
 PM0147.geopotential number by the normal gravity value computed on the
 PM0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0147.degrees latitude (g = 980.6199 gals.).
 PM0147
 PM0147.The modeled gravity was interpolated from observed gravity values.
 PM0147
 PM0147;                    North         East    Units  Estimated Accuracy
 PM0147;SPC WI S     -   232,176.9     785,588.6     MT  (+/- 3 meters HH1 GPS) 
 PM0147
 PM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4528579508(NAD 83)
 PM0147
 PM0147                          SUPERSEDED SURVEY CONTROL
 PM0147
 PM0147  NGVD 29 (??/??/92)  200.18   (m)          656.8    (f) COMPUTED    1 0
 PM0147
 PM0147.Superseded values are not recommended for survey control.
 PM0147
 PM0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0147.See file dsdata.pdf to determine how the superseded data were derived.
 PM0147
 PM0147_MARKER: DV = VERTICAL CONTROL DISK
 PM0147_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0147_STAMPING: B 132 1972
 PM0147_MARK LOGO: NGS
 PM0147_PROJECTION: FLUSH
 PM0147_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0147+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 PM0147
 PM0147  HISTORY     - Date     Condition        Report By
 PM0147  HISTORY     - 1972     MONUMENTED       NGS
 PM0147  HISTORY     - 20010524 GOOD             WIDT
 PM0147  HISTORY     - 20030622 GOOD             USPSQD
 PM0147  HISTORY     - 20060411 GOOD             WIDT
 PM0147
 PM0147                          STATION DESCRIPTION
 PM0147
 PM0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0147'2.5 MI S FROM MANITOWOC.
 PM0147'ABOUT 2.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PM0147'FROM THE POST OFFICE AT MANITOWOC, 90 FEET NORTHEAST OF THE
 PM0147'CENTER OF THE CROSSING OF VIEBAHN STREET, 23.7 FEET EAST OF THE
 PM0147'EAST RAIL OF THE MAIN TRACK, 85 FEET NORTH OF THE CENTER LINE
 PM0147'OF THE STREET, 31 FEET NORTH OF THE NORTHEAST CORNER OF A METAL
 PM0147'SIGNAL CONTROL BOX, 9 1/2 FEET WEST OF THE WEST WALL OF A FRAME
 PM0147'BUILDING, 4 FEET NORTH OF A TELEPHONE POLE, 0.6 FOOT SOUTH OF A
 PM0147'METAL WITNESS POST, 3 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 PM0147'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT PROJECTS
 PM0147'1 INCH ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH
 PM0147'METAL PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.
 PM0147'THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.  SECTION 36, T 19 N,
 PM0147'R 23 E.
 PM0147
 PM0147                          STATION RECOVERY (2001)
 PM0147
 PM0147'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0147'THE STATION IS ABOUT 3 KM SOUTHWEST OF MANITOWOC.  OWNERSHIP--FOX
 PM0147'VALLEY AND WESTERN RAILROAD.  TO REACH THE STATION FROM THE JUNCTION
 PM0147'OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY 151 (CALUMET AVENUE) ABOUT 5
 PM0147'KM WEST OF THE CITY OF MANITOWOC, GO EAST ON US HIGHWAY 151 (CALUMET
 PM0147'AVENUE) FOR 1.0 KM TO DEWEY ROAD ON THE RIGHT, TURN RIGHT AND GO EAST
 PM0147'ON DEWEY ROAD FOR 1.1 KM TO 30TH STREET, TURN RIGHT AND GO SOUTH ON
 PM0147'30TH STREET FOR 0.8 KM TO VIEBAHN ROAD, TURN LEFT AND GO EAST ON
 PM0147'VIEBAHN ROAD FOR 0.3 KM TO A RAILROAD CROSSING AND STATION ON THE
 PM0147'LEFT.  THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK
 PM0147'DISK SET ON THE TOP OF A COPPER-CLAD STEEL ROD ENCASED IN A  10-CM
 PM0147'DIAMETER IRON PIPE SET ABOUT 1.0 METER BELOW THE ROAD PAVEMENT LEVEL.
 PM0147'THE STATION IS 25.6 METERS NORTH OF THE CENTERLINE OF VIEBAHN ROAD,
 PM0147'23.8 METERS NORTHEAST OF A POWER POLE, 19.3 METERS NORTH OF A POWER
 PM0147'POLE, 7.3 METERS EAST OF THE EASTERN RAIL AND 1.0 METERS SOUTH OF AN
 PM0147'ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO
 PM0147'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 PM0147'HORIZON.
 PM0147
 PM0147                          STATION RECOVERY (2003)
 PM0147
 PM0147'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0147'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9 FEET
 PM0147'NORTH OF AN UNNUMBERED POWER POLE, 7 FEET WEST OF A CHAIN LINK FENCE,
 PM0147'6 INCHES SOUTH OF A METAL WHITE WITNESS POST, AND 2 INCHES UNDER
 PM0147'GROUND SURFACE.
 PM0147
 PM0147                          STATION RECOVERY (2006)
 PM0147
 PM0147'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 PM0147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0191 ***********************************************************************
 OL0191  DESIGNATION -  B 133
 OL0191  PID         -  OL0191
 OL0191  STATE/COUNTY-  WI/SHEBOYGAN
 OL0191  COUNTRY     -  US
 OL0191  USGS QUAD   -  SHEBOYGAN FALLS (2018)
 OL0191
 OL0191                         *CURRENT SURVEY CONTROL
 OL0191  ______________________________________________________________________
 OL0191* NAD 83(1986) POSITION- 43 41 18.     (N) 087 45 32.     (W)   SCALED
 OL0191* NAVD 88 ORTHO HEIGHT -   221.317 (meters)      726.10  (feet) ADJUSTED
 OL0191  ______________________________________________________________________
 OL0191  GEOID HEIGHT    -        -35.689 (meters)                     GEOID18
 OL0191  DYNAMIC HEIGHT  -        221.274 (meters)      725.96  (feet) COMP
 OL0191  MODELED GRAVITY -    980,422.4   (mgal)                       NAVD 88
 OL0191
 OL0191  VERT ORDER      -  FIRST     CLASS 0
 OL0191
 OL0191.The horizontal coordinates were scaled from a map and have
 OL0191.an estimated accuracy of +/- 6 seconds.
 OL0191
 OL0191.The orthometric height was determined by differential leveling and
 OL0191.adjusted by the NATIONAL GEODETIC SURVEY
 OL0191.in June 1991.
 OL0191
 OL0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0191.GEOID18 height accuracy estimate available here.
 OL0191
 OL0191.Click photographs - Photos may exist for this station.
 OL0191
 OL0191.The dynamic height is computed by dividing the NAVD 88
 OL0191.geopotential number by the normal gravity value computed on the
 OL0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0191.degrees latitude (g = 980.6199 gals.).
 OL0191
 OL0191.The modeled gravity was interpolated from observed gravity values.
 OL0191
 OL0191;                    North         East    Units  Estimated Accuracy
 OL0191;SPC WI S     -   189,990.      780,660.      MT  (+/- 180 meters Scaled)
 OL0191
 OL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP388375(NAD 83)
 OL0191
 OL0191                          SUPERSEDED SURVEY CONTROL
 OL0191
 OL0191  NGVD 29 (??/??/92)  221.34   (m)          726.2    (f) COMPUTED    1 0
 OL0191
 OL0191.Superseded values are not recommended for survey control.
 OL0191
 OL0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0191.See file dsdata.pdf to determine how the superseded data were derived.
 OL0191
 OL0191_MARKER: DV = VERTICAL CONTROL DISK
 OL0191_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0191_STAMPING: B 133 1972
 OL0191_MARK LOGO: NGS
 OL0191_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0191+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 OL0191
 OL0191  HISTORY     - Date     Condition        Report By
 OL0191  HISTORY     - 1972     MONUMENTED       NGS
 OL0191  HISTORY     - 20031207 GOOD             USPSQD
 OL0191  HISTORY     - 20060428 GOOD             USPSQD
 OL0191
 OL0191                          STATION DESCRIPTION
 OL0191
 OL0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0191'5.3 MI SW FROM SHEBOYGAN.
 OL0191'ABOUT 2.55 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OL0191'RAILWAY FROM THE STATION AT SHEBOYGAN, THENCE 2.0 MILES SOUTHWEST
 OL0191'ALONG U.S. HIGHWAY 141, 78 FEET EAST OF THE EAST LANE OF THE
 OL0191'HIGHWAY, 85 1/2 FEET SOUTHWEST OF THE CENTER OF A CURVE IN RACE
 OL0191'TRACK ROAD, 7 FEET SOUTHWEST OF POWER POLE 14-23-9-3/0, 5 FEET
 OL0191'NORTHEAST OF THE BASE OF A GUY WIRE, 0.7 FOOT EAST OF THE EAST
 OL0191'HIGHWAY RIGHT-OF-WAY FENCE LINE, 0.5 FOOT WEST OF A METAL WITNESS
 OL0191'POST, 6 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON
 OL0191'THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE
 OL0191'THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH METAL PIPE
 OL0191'THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 OL0191'WAS DRIVEN TO A DEPTH OF 12.0 FEET.  SECTION 8, T141, R23E.
 OL0191
 OL0191                          STATION RECOVERY (2003)
 OL0191
 OL0191'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0191'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8 FEET EAST OF
 OL0191'POWER POLE WITH NO NUMBER, 1 GUY WIRE, AND ELECTRICAL WIRES CROSSING
 OL0191'INTERSTATE HIGHWAY 43.
 OL0191'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 AND
 OL0191'COUNTY ROAD V, GO EAST 0.1 MILE ON CTH V TO WHERE IT TURNS SOUTH AND
 OL0191'JUNCTIONS WITH COUNTY HIGHWAY OK.  TAKE CTH OK NORTHEAST FOR O.9 MILKE
 OL0191'TO STAHL ROAD TO THE LEFT.  TURN LEFT AND GO WEST ON STAHL ROAD FOR
 OL0191'0.3 MILE TO THE CURVE TO THE NORTH ONTO RACETRACK ROAD AND THE STATION
 OL0191'ON THE LEFT ON THE OUTSIDE OF THE CURVE NEXT TO THE I-43 RIGHT-OF-WAY
 OL0191'FENCE.
 OL0191
 OL0191                          STATION RECOVERY (2006)
 OL0191
 OL0191'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0121 ***********************************************************************
 OL0121  DESIGNATION -  B 134
 OL0121  PID         -  OL0121
 OL0121  STATE/COUNTY-  WI/MILWAUKEE
 OL0121  COUNTRY     -  US
 OL0121  USGS QUAD   -  MILWAUKEE (2018)
 OL0121
 OL0121                         *CURRENT SURVEY CONTROL
 OL0121  ______________________________________________________________________
 OL0121* NAD 83(1986) POSITION- 43 07 17.00   (N) 087 56 06.54   (W)   HD_HELD1
 OL0121* NAVD 88 ORTHO HEIGHT -   197.545 (meters)      648.11  (feet) ADJUSTED
 OL0121  ______________________________________________________________________
 OL0121  GEOID HEIGHT    -        -35.153 (meters)                     GEOID18
 OL0121  DYNAMIC HEIGHT  -        197.494 (meters)      647.94  (feet) COMP
 OL0121  MODELED GRAVITY -    980,361.9   (mgal)                       NAVD 88
 OL0121
 OL0121  VERT ORDER      -  FIRST     CLASS 0
 OL0121
 OL0121.The horizontal coordinates were determined by differentially corrected
 OL0121.hand held GPS observations or other comparable positioning techniques
 OL0121.and have an estimated accuracy of +/- 3 meters.
 OL0121
 OL0121.The orthometric height was determined by differential leveling and
 OL0121.adjusted by the NATIONAL GEODETIC SURVEY
 OL0121.in June 1991.
 OL0121
 OL0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0121.GEOID18 height accuracy estimate available here.
 OL0121
 OL0121.Click photographs - Photos may exist for this station.
 OL0121
 OL0121.The dynamic height is computed by dividing the NAVD 88
 OL0121.geopotential number by the normal gravity value computed on the
 OL0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0121.degrees latitude (g = 980.6199 gals.).
 OL0121
 OL0121.The modeled gravity was interpolated from observed gravity values.
 OL0121
 OL0121;                    North         East    Units  Estimated Accuracy
 OL0121;SPC WI S     -   126,655.7     768,011.5     MT  (+/- 3 meters HH1 GPS) 
 OL0121
 OL0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2392774719(NAD 83)
 OL0121
 OL0121                          SUPERSEDED SURVEY CONTROL
 OL0121
 OL0121  NGVD 29 (??/??/92)  197.65   (m)          648.5    (f) COMPUTED    1 0
 OL0121
 OL0121.Superseded values are not recommended for survey control.
 OL0121
 OL0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0121.See file dsdata.pdf to determine how the superseded data were derived.
 OL0121
 OL0121_MARKER: DV = VERTICAL CONTROL DISK
 OL0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0121_SP_SET: ABUTMENT
 OL0121_STAMPING: B 134 1972
 OL0121_MARK LOGO: NGS
 OL0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0121+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 OL0121
 OL0121  HISTORY     - Date     Condition        Report By
 OL0121  HISTORY     - 1972     MONUMENTED       NGS
 OL0121  HISTORY     - 20010817 GOOD             USPSQD
 OL0121  HISTORY     - 20060624 GOOD             USPSQD
 OL0121
 OL0121                          STATION DESCRIPTION
 OL0121
 OL0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0121'AT GLENDALE.
 OL0121'AT GLENDALE, (A SURBURB OF MILWAUKEE), AT THE NORTH GREEN BAY
 OL0121'AVENUE UNDERPASS, ABOUT 1.1 MILES SOUTHEAST OF THE RAILROAD
 OL0121'JUNCTION OF WISCONA JUNCTION, 7.7 FEET SOUTHWEST OF THE SOUTHWEST
 OL0121'RAIL, 1.6 FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST
 OL0121'BANNISTER OF THE UNDERPASS, SET IN THE TOP OF THE SOUTHWEST
 OL0121'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE UNDERPASS AND 1
 OL0121'FOOT BELOW THE TOP OF RAIL.  SECTION 30, T 8 N, R 22 E.
 OL0121
 OL0121                          STATION RECOVERY (2001)
 OL0121
 OL0121'RECOVERY NOTE BY US POWER SQUADRON 2001
 OL0121'RECOVERED IN GOOD CONDITION.
 OL0121
 OL0121                          STATION RECOVERY (2006)
 OL0121
 OL0121'RECOVERY NOTE BY US POWER SQUADRON 2006
 OL0121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN0152 ***********************************************************************
 RN0152  DESIGNATION -  B 135
 RN0152  PID         -  RN0152
 RN0152  STATE/COUNTY-  WI/DOUGLAS
 RN0152  COUNTRY     -  US
 RN0152  USGS QUAD   -  FROGNER (2019)
 RN0152
 RN0152                         *CURRENT SURVEY CONTROL
 RN0152  ______________________________________________________________________
 RN0152* NAD 83(1986) POSITION- 46 30 25.     (N) 092 15 56.     (W)   SCALED
 RN0152* NAVD 88 ORTHO HEIGHT -   273.926 (meters)      898.71  (feet) ADJUSTED
 RN0152  ______________________________________________________________________
 RN0152  GEOID HEIGHT    -        -27.792 (meters)                     GEOID18
 RN0152  DYNAMIC HEIGHT  -        273.943 (meters)      898.76  (feet) COMP
 RN0152  MODELED GRAVITY -    980,670.0   (mgal)                       NAVD 88
 RN0152
 RN0152  VERT ORDER      -  SECOND    CLASS 0
 RN0152
 RN0152.The horizontal coordinates were scaled from a map and have
 RN0152.an estimated accuracy of +/- 6 seconds.
 RN0152
 RN0152.The orthometric height was determined by differential leveling and
 RN0152.adjusted by the NATIONAL GEODETIC SURVEY
 RN0152.in June 1991.
 RN0152
 RN0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0152.GEOID18 height accuracy estimate available here.
 RN0152
 RN0152.Click photographs - Photos may exist for this station.
 RN0152
 RN0152.The dynamic height is computed by dividing the NAVD 88
 RN0152.geopotential number by the normal gravity value computed on the
 RN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0152.degrees latitude (g = 980.6199 gals.).
 RN0152
 RN0152.The modeled gravity was interpolated from observed gravity values.
 RN0152
 RN0152;                    North         East    Units  Estimated Accuracy
 RN0152;SPC WI N     -   151,450.      426,140.      MT  (+/- 180 meters Scaled)
 RN0152
 RN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM563506(NAD 83)
 RN0152
 RN0152                          SUPERSEDED SURVEY CONTROL
 RN0152
 RN0152  NGVD 29 (??/??/92)  273.864  (m)          898.50   (f) ADJ UNCH    2 0
 RN0152
 RN0152.Superseded values are not recommended for survey control.
 RN0152
 RN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0152.See file dsdata.pdf to determine how the superseded data were derived.
 RN0152
 RN0152_MARKER: DB = BENCH MARK DISK
 RN0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0152_STAMPING: B 135 1935
 RN0152_MARK LOGO: CGS
 RN0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0152+STABILITY: SURFACE MOTION
 RN0152
 RN0152  HISTORY     - Date     Condition        Report By
 RN0152  HISTORY     - 1935     MONUMENTED       CGS
 RN0152  HISTORY     - 1952     MARK NOT FOUND   USGS
 RN0152  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN0152
 RN0152                          STATION DESCRIPTION
 RN0152
 RN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0152'1.4 MI E FROM FOXBORO.
 RN0152'ALONG THE GREAT NORTHERN R.R. 1.4 MILES E. OF FOXBORO.  MARK IS 13
 RN0152'YDS. E. OF CROSS ROAD, (COUNTY ROAD W.) ON THE FENCE LINE.  12 YDS. S.
 RN0152'OF CENTER OF TRACK.
 RN0152
 RN0152                          STATION RECOVERY (1952)
 RN0152
 RN0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RN0152'MARK NOT FOUND.
 RN0152
 RN0152                          STATION RECOVERY (2004)
 RN0152
 RN0152'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0152'THIS STATION IS NOT FOUND FENCE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN0176 ***********************************************************************
 RN0176  DESIGNATION -  B 136
 RN0176  PID         -  RN0176
 RN0176  STATE/COUNTY-  WI/DOUGLAS
 RN0176  COUNTRY     -  US
 RN0176  USGS QUAD   -  BOREA (2018)
 RN0176
 RN0176                         *CURRENT SURVEY CONTROL
 RN0176  ______________________________________________________________________
 RN0176* NAD 83(1986) POSITION- 46 35 33.     (N) 092 08 24.     (W)   SCALED
 RN0176* NAVD 88 ORTHO HEIGHT -   216.537 (meters)      710.42  (feet) ADJUSTED
 RN0176  ______________________________________________________________________
 RN0176  GEOID HEIGHT    -        -27.993 (meters)                     GEOID18
 RN0176  DYNAMIC HEIGHT  -        216.558 (meters)      710.49  (feet) COMP
 RN0176  MODELED GRAVITY -    980,707.6   (mgal)                       NAVD 88
 RN0176
 RN0176  VERT ORDER      -  SECOND    CLASS 0
 RN0176
 RN0176.The horizontal coordinates were scaled from a map and have
 RN0176.an estimated accuracy of +/- 6 seconds.
 RN0176
 RN0176.The orthometric height was determined by differential leveling and
 RN0176.adjusted by the NATIONAL GEODETIC SURVEY
 RN0176.in June 1991.
 RN0176
 RN0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0176.GEOID18 height accuracy estimate available here.
 RN0176
 RN0176.Click photographs - Photos may exist for this station.
 RN0176
 RN0176.The dynamic height is computed by dividing the NAVD 88
 RN0176.geopotential number by the normal gravity value computed on the
 RN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0176.degrees latitude (g = 980.6199 gals.).
 RN0176
 RN0176.The modeled gravity was interpolated from observed gravity values.
 RN0176
 RN0176;                    North         East    Units  Estimated Accuracy
 RN0176;SPC WI N     -   160,690.      436,030.      MT  (+/- 180 meters Scaled)
 RN0176
 RN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM658602(NAD 83)
 RN0176
 RN0176                          SUPERSEDED SURVEY CONTROL
 RN0176
 RN0176  NGVD 29 (??/??/92)  216.509  (m)          710.33   (f) ADJ UNCH    2 0
 RN0176
 RN0176.Superseded values are not recommended for survey control.
 RN0176
 RN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0176.See file dsdata.pdf to determine how the superseded data were derived.
 RN0176
 RN0176_MARKER: DB = BENCH MARK DISK
 RN0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0176_STAMPING: B 136 1935
 RN0176_MARK LOGO: CGS
 RN0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0176+STABILITY: SURFACE MOTION
 RN0176
 RN0176  HISTORY     - Date     Condition        Report By
 RN0176  HISTORY     - 1935     MONUMENTED       CGS
 RN0176  HISTORY     - 1952     GOOD             USGS
 RN0176
 RN0176                          STATION DESCRIPTION
 RN0176
 RN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0176'0.6 MI W FROM BOYLSTON.
 RN0176'ALONG THE GREAT NORTHERN R.R. 0.6 MILE W. OF BOYLSTON JCT.  MARK IS 3
 RN0176'POLES E. OF MILE POLE NO. 14.  19 YDS. E. OF CROSS ROAD, AND 12 YDS.
 RN0176'N. OF CENTER OF TRACK.  NOTE-- MARK IS W. OF ROAD INSTEAD OF E.
 RN0176
 RN0176                          STATION RECOVERY (1952)
 RN0176
 RN0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RN0176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0231 ***********************************************************************
 QM0231  DESIGNATION -  B 14
 QM0231  PID         -  QM0231
 QM0231  STATE/COUNTY-  WI/ONEIDA
 QM0231  COUNTRY     -  US
 QM0231  USGS QUAD   -  RHINELANDER (2018)
 QM0231
 QM0231                         *CURRENT SURVEY CONTROL
 QM0231  ______________________________________________________________________
 QM0231* NAD 83(1986) POSITION- 45 39 26.33   (N) 089 28 27.55   (W)   HD_HELD1
 QM0231* NAVD 88 ORTHO HEIGHT -   486.614 (meters)     1596.50  (feet) ADJUSTED
 QM0231  ______________________________________________________________________
 QM0231  GEOID HEIGHT    -        -31.841 (meters)                     GEOID18
 QM0231  DYNAMIC HEIGHT  -        486.593 (meters)     1596.43  (feet) COMP
 QM0231  MODELED GRAVITY -    980,557.0   (mgal)                       NAVD 88
 QM0231
 QM0231  VERT ORDER      -  FIRST     CLASS II
 QM0231
 QM0231.The horizontal coordinates were determined by differentially corrected
 QM0231.hand held GPS observations or other comparable positioning techniques
 QM0231.and have an estimated accuracy of +/- 3 meters.
 QM0231
 QM0231.The orthometric height was determined by differential leveling and
 QM0231.adjusted by the NATIONAL GEODETIC SURVEY
 QM0231.in June 1991.
 QM0231
 QM0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0231.GEOID18 height accuracy estimate available here.
 QM0231
 QM0231.Click photographs - Photos may exist for this station.
 QM0231
 QM0231.The dynamic height is computed by dividing the NAVD 88
 QM0231.geopotential number by the normal gravity value computed on the
 QM0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0231.degrees latitude (g = 980.6199 gals.).
 QM0231
 QM0231.The modeled gravity was interpolated from observed gravity values.
 QM0231
 QM0231;                    North         East    Units  Estimated Accuracy
 QM0231;SPC WI N     -    54,667.9     640,970.7     MT  (+/- 3 meters HH1 GPS) 
 QM0231
 QM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0722958951(NAD 83)
 QM0231
 QM0231                          SUPERSEDED SURVEY CONTROL
 QM0231
 QM0231  NGVD 29 (??/??/92)  486.611  (m)         1596.49   (f) ADJ UNCH    1 2
 QM0231
 QM0231.Superseded values are not recommended for survey control.
 QM0231
 QM0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0231.See file dsdata.pdf to determine how the superseded data were derived.
 QM0231
 QM0231_MARKER: DB = BENCH MARK DISK
 QM0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0231_STAMPING: B 14 1934
 QM0231_MARK LOGO: CGS
 QM0231_PROJECTION: PROJECTING 20 CENTIMETERS
 QM0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0231+STABILITY: SURFACE MOTION
 QM0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0231+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 QM0231
 QM0231  HISTORY     - Date     Condition        Report By
 QM0231  HISTORY     - 1934     MONUMENTED       CGS
 QM0231  HISTORY     - 1964     GOOD             CGS
 QM0231  HISTORY     - 1982     GOOD             NGS
 QM0231  HISTORY     - 20051004 GOOD             WIDT
 QM0231
 QM0231                          STATION DESCRIPTION
 QM0231
 QM0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0231'4 MI W FROM RHINELANDER.
 QM0231'ALONG THE C. AND N.W. R.R. 4 MILES W. OF RHINELANDER, MARK IS
 QM0231'125 YRDS. W. OF MILE POST 258.  15 YDS. S. OF CENTER OF TRACK
 QM0231'AND 12 YDS. E. OF CENTER OF COUNTY ROAD.  1 YD. N. OF FENCE LINE.
 QM0231
 QM0231                          STATION RECOVERY (1964)
 QM0231
 QM0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 QM0231'RECOVERED IN GOOD CONDITION.
 QM0231
 QM0231                          STATION RECOVERY (1982)
 QM0231
 QM0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QM0231'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QM0231'2.9 KM (1.8 MI) NORTH ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF U.S.
 QM0231'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QM0231'HIGHWAY 8 AT THE WEST EDGE OF RHINELANDER, THENCE 2.4 KM (1.5 MI) WEST
 QM0231'ALONG AN ASPHALT ROAD (FOREST LANE), AT THE CROSSING OF THE OLD
 QM0231'CHICAGO AND NORTHWESTERN RAILROAD AND JUNCTION WITH VELVET LAKE ROAD,
 QM0231'12.9 METERS (40.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 9.1 METERS
 QM0231'(30.0 FT) EAST OF FOREST LANE, 27.4 METERS (90.0 FT) SOUTHEAST OF
 QM0231'VELVET LAKE ROAD, AND 3.96 METERS (13.0 FT) NORTH-NORTHEAST OF A
 QM0231'POWERLINE POLE WITH GUY WIRES.
 QM0231'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 QM0231'THE MARK IS ABOVE LEVEL WITH VELVET LAKE ROAD.
 QM0231
 QM0231                          STATION RECOVERY (2005)
 QM0231
 QM0231'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0231'RECOVERED IN GOOD CONDITION. ADD THE STATION PROTRUDES 23 CM ABOVE THE
 QM0231'ADJACENT GROUND, BUT IS ABOUT LEVEL WITH NORTHBOUND FOREST LANE.
 QM0231'NOTE  THE RAILROAD RAILS AND HAVE BEEN REMOVED.  NOTE2--OLD RAILROAD
 QM0231'BED CROSSES NORTHBOUND FOREST LANE.   NOTE3 THE STATION IS 27.4 M
 QM0231'NORTHEAST OF THE JUNCTION OF VELVET LAKE ROAD AND FOREST LANE, AND NOT
 QM0231'SOUTHEAST AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO0002 ***********************************************************************
 QO0002  DESIGNATION -  B 145
 QO0002  PID         -  QO0002
 QO0002  STATE/COUNTY-  WI/BARRON
 QO0002  COUNTRY     -  US
 QO0002  USGS QUAD   -  CUMBERLAND (2018)
 QO0002
 QO0002                         *CURRENT SURVEY CONTROL
 QO0002  ______________________________________________________________________
 QO0002* NAD 83(1986) POSITION- 45 35 13.     (N) 092 00 38.     (W)   SCALED
 QO0002* NAVD 88 ORTHO HEIGHT -   379.895 (meters)     1246.37  (feet) ADJUSTED
 QO0002  ______________________________________________________________________
 QO0002  GEOID HEIGHT    -        -29.676 (meters)                     GEOID18
 QO0002  DYNAMIC HEIGHT  -        379.858 (meters)     1246.25  (feet) COMP
 QO0002  MODELED GRAVITY -    980,508.9   (mgal)                       NAVD 88
 QO0002
 QO0002  VERT ORDER      -  SECOND    CLASS 0
 QO0002
 QO0002.The horizontal coordinates were scaled from a map and have
 QO0002.an estimated accuracy of +/- 6 seconds.
 QO0002
 QO0002.The orthometric height was determined by differential leveling and
 QO0002.adjusted by the NATIONAL GEODETIC SURVEY
 QO0002.in June 1991.
 QO0002
 QO0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0002.GEOID18 height accuracy estimate available here.
 QO0002
 QO0002.Click photographs - Photos may exist for this station.
 QO0002
 QO0002.The dynamic height is computed by dividing the NAVD 88
 QO0002.geopotential number by the normal gravity value computed on the
 QO0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0002.degrees latitude (g = 980.6199 gals.).
 QO0002
 QO0002.The modeled gravity was interpolated from observed gravity values.
 QO0002
 QO0002;                    North         East    Units  Estimated Accuracy
 QO0002;SPC WI C     -   196,810.      443,110.      MT  (+/- 180 meters Scaled)
 QO0002
 QO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL771486(NAD 83)
 QO0002
 QO0002                          SUPERSEDED SURVEY CONTROL
 QO0002
 QO0002  NGVD 29 (??/??/92)  379.839  (m)         1246.19   (f) ADJ UNCH    2 0
 QO0002
 QO0002.Superseded values are not recommended for survey control.
 QO0002
 QO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0002.See file dsdata.pdf to determine how the superseded data were derived.
 QO0002
 QO0002_MARKER: DB = BENCH MARK DISK
 QO0002_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO0002_SP_SET: CULVERT HEADWALL
 QO0002_STAMPING: B 145 1938
 QO0002_MARK LOGO: CGS
 QO0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0002+STABILITY: SURFACE MOTION
 QO0002
 QO0002  HISTORY     - Date     Condition        Report By
 QO0002  HISTORY     - 1938     MONUMENTED       CGS
 QO0002
 QO0002                          STATION DESCRIPTION
 QO0002
 QO0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QO0002'3.6 MI N FROM CUMBERLAND.
 QO0002'ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RY.  8 RAILS
 QO0002'NORTHWEST OF THE CENTERLINE OF A DIRT ROAD CROSSING TO GRANITE LAKE.
 QO0002'150 FT. EAST OF THE EAST CORNER OF WOOD FRAME COTTAGE.  ON TOP OF THE
 QO0002'NORTHWEST END OF THE NORTHEAST STONE BLOCK HEADWALL OF RAILROAD
 QO0002'CULVERT NO. 148.  12.0 FT. NORTHEAST OF THE CENTERLINE OF TRACK.  2.0
 QO0002'FT BELOW TOP OF RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0305 ***********************************************************************
 QN0305  DESIGNATION -  B 148
 QN0305  PID         -  QN0305
 QN0305  STATE/COUNTY-  WI/RUSK
 QN0305  COUNTRY     -  US
 QN0305  USGS QUAD   -  CRANE (2018)
 QN0305
 QN0305                         *CURRENT SURVEY CONTROL
 QN0305  ______________________________________________________________________
 QN0305* NAD 83(1986) POSITION- 45 31 22.     (N) 091 12 28.     (W)   SCALED
 QN0305* NAVD 88 ORTHO HEIGHT -   348.882 (meters)     1144.62  (feet) ADJUSTED
 QN0305  ______________________________________________________________________
 QN0305  GEOID HEIGHT    -        -30.325 (meters)                     GEOID18
 QN0305  DYNAMIC HEIGHT  -        348.864 (meters)     1144.56  (feet) COMP
 QN0305  MODELED GRAVITY -    980,554.8   (mgal)                       NAVD 88
 QN0305
 QN0305  VERT ORDER      -  FIRST     CLASS II
 QN0305
 QN0305.The horizontal coordinates were scaled from a map and have
 QN0305.an estimated accuracy of +/- 6 seconds.
 QN0305
 QN0305.The orthometric height was determined by differential leveling and
 QN0305.adjusted by the NATIONAL GEODETIC SURVEY
 QN0305.in June 1991.
 QN0305
 QN0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0305.GEOID18 height accuracy estimate available here.
 QN0305
 QN0305.Click photographs - Photos may exist for this station.
 QN0305
 QN0305.The dynamic height is computed by dividing the NAVD 88
 QN0305.geopotential number by the normal gravity value computed on the
 QN0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0305.degrees latitude (g = 980.6199 gals.).
 QN0305
 QN0305.The modeled gravity was interpolated from observed gravity values.
 QN0305
 QN0305;                    North         East    Units  Estimated Accuracy
 QN0305;SPC WI C     -   188,440.      505,640.      MT  (+/- 180 meters Scaled)
 QN0305
 QN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL399425(NAD 83)
 QN0305
 QN0305                          SUPERSEDED SURVEY CONTROL
 QN0305
 QN0305.No superseded survey control is available for this station.
 QN0305
 QN0305_MARKER: DV = VERTICAL CONTROL DISK
 QN0305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0305_STAMPING: B 148 1979
 QN0305_MARK LOGO: NGS
 QN0305_PROJECTION: FLUSH
 QN0305_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0305+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 QN0305_ROD/PIPE-DEPTH: 3.35 meters
 QN0305
 QN0305  HISTORY     - Date     Condition        Report By
 QN0305  HISTORY     - 1979     MONUMENTED       NGS
 QN0305  HISTORY     - 20051201 GOOD             WIDT
 QN0305
 QN0305                          STATION DESCRIPTION
 QN0305
 QN0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0305'3.05 MI SE FROM IMALONE.
 QN0305'3.05 MILES SOUTHEAST ALONG COUNTY ROAD A FROM THE JUNCTION OF STATE
 QN0305'HIGHWAY 40 IN IMALONE, 34.0 FT. NORTH OF THE CENTERLINE OF THE ROAD,
 QN0305'163 FT. EAST OF A FARM ROAD LEADING NORTH, 16.0 FT. WEST OF A
 QN0305'POWERLINE POLE, 1.0 FT. SOUTH OF A FENCE.
 QN0305'THE MARK IS 2 FT BELOW THE HIGHWAY.
 QN0305
 QN0305                          STATION RECOVERY (2005)
 QN0305
 QN0305'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0305'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M EAST OF A
 QN0305'WHITE METAL WITNESS POST AND 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M
 QN0305'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- THE FARM ROAD
 QN0305'LEADING NORTH IS AT FIRE NUMBER --W10168-- AND THE POWER POLE IS
 QN0305'NUMBERED --11-11--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0367 ***********************************************************************
 QN0367  DESIGNATION -  B 149
 QN0367  PID         -  QN0367
 QN0367  STATE/COUNTY-  WI/BARRON
 QN0367  COUNTRY     -  US
 QN0367  USGS QUAD   -  STRICKLAND (2018)
 QN0367
 QN0367                         *CURRENT SURVEY CONTROL
 QN0367  ______________________________________________________________________
 QN0367* NAD 83(1986) POSITION- 45 24 28.8    (N) 091 36 08.8    (W)   HD_HELD2
 QN0367* NAVD 88 ORTHO HEIGHT -   366.053 (meters)     1200.96  (feet) ADJUSTED
 QN0367  ______________________________________________________________________
 QN0367  GEOID HEIGHT    -        -30.246 (meters)                     GEOID18
 QN0367  DYNAMIC HEIGHT  -        366.026 (meters)     1200.87  (feet) COMP
 QN0367  MODELED GRAVITY -    980,533.0   (mgal)                       NAVD 88
 QN0367
 QN0367  VERT ORDER      -  FIRST     CLASS II
 QN0367
 QN0367.The horizontal coordinates were established by autonomous hand held GPS
 QN0367.observations and have an estimated accuracy of +/- 10 meters.
 QN0367
 QN0367.The orthometric height was determined by differential leveling and
 QN0367.adjusted by the NATIONAL GEODETIC SURVEY
 QN0367.in June 1991.
 QN0367
 QN0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0367.GEOID18 height accuracy estimate available here.
 QN0367
 QN0367.Click photographs - Photos may exist for this station.
 QN0367
 QN0367.The dynamic height is computed by dividing the NAVD 88
 QN0367.geopotential number by the normal gravity value computed on the
 QN0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0367.degrees latitude (g = 980.6199 gals.).
 QN0367
 QN0367.The modeled gravity was interpolated from observed gravity values.
 QN0367
 QN0367;                    North         East    Units  Estimated Accuracy
 QN0367;SPC WI C     -   176,218.      474,562.      MT  (+/- 10 meters HH2 GPS)
 QN0367
 QN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0936429225(NAD 83)
 QN0367
 QN0367                          SUPERSEDED SURVEY CONTROL
 QN0367
 QN0367.No superseded survey control is available for this station.
 QN0367
 QN0367_MARKER: I = METAL ROD
 QN0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0367_STAMPING: B 149 1980
 QN0367_MARK LOGO: NGS
 QN0367_PROJECTION: FLUSH
 QN0367_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0367_ROD/PIPE-DEPTH: 4.8 meters
 QN0367
 QN0367  HISTORY     - Date     Condition        Report By
 QN0367  HISTORY     - 1980     MONUMENTED       NGS
 QN0367  HISTORY     - 20030727 POOR             INDIV
 QN0367
 QN0367                          STATION DESCRIPTION
 QN0367
 QN0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0367'11.4 KM (7.05 MI) EAST ALONG U.S. HIGHWAY 8 FROM THE POST OFFICE IN
 QN0367'CAMERON, ALSO 15.5 KM (9.6 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE
 QN0367'JUNCTION OF COUNTY ROAD F NORTH IN WEYERHAUSER, AT THE JUNCTION OF
 QN0367'27TH STREET, IN LINE WITH OVERHEAD HIGH VOLTAGE POWERLINES, 22.0 M
 QN0367'(72.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.7 M (42.0 FT)
 QN0367'EAST OF THE CENTERLINE OF THE STREET, 1.8 M (5.8 FT) EAST OF GUYED
 QN0367'POWERLINE POLE NUMBER 392, 4.7 M (15.6 FT) EAST OF A HIGHWAY
 QN0367'RIGHT-OF-WAY MARKER, 0.3 M (1.0 FT) NORTH OF A FENCE.
 QN0367'THE MARK IS 0.3 METERS  W FROM A WITNESS POST AND
 QN0367'0.75 M BELOW THE STREET.
 QN0367
 QN0367                          STATION RECOVERY (2003)
 QN0367
 QN0367'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CCF)
 QN0367'RECOVERED AT 2 38 PM IS SOMEWHAT POOR CONDITION. THE MARKER IS LOCATED
 QN0367'NEXT TO A POWER POLE WITH SEVERAL TRANSFORMERS ON IT, AND THE AREA
 QN0367'AROUND THE POLE IS COVERED WITH GRAVEL. THE MARKER ITSELF WAS ALSO
 QN0367'COVERED WITH GRAVEL AND WAS IN A DISTURBED AREA NEXT TO THE POWER
 QN0367'POLE, AND THE MARKER WAS TILTED AT A FIVE OR TEN DEGREES OFF THE
 QN0367'HORIZONTAL, PROBABLY AS A RESULT OF CONSTRUCTION EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0400 ***********************************************************************
 RM0400  DESIGNATION -  B 150
 RM0400  PID         -  RM0400
 RM0400  STATE/COUNTY-  WI/WASHBURN
 RM0400  COUNTRY     -  US
 RM0400  USGS QUAD   -  GORDON (2018)
 RM0400
 RM0400                         *CURRENT SURVEY CONTROL
 RM0400  ______________________________________________________________________
 RM0400* NAD 83(1986) POSITION- 46 07 31.78   (N) 091 49 16.77   (W)   HD_HELD1
 RM0400* NAVD 88 ORTHO HEIGHT -   319.640 (meters)     1048.69  (feet) ADJUSTED
 RM0400  ______________________________________________________________________
 RM0400  GEOID HEIGHT    -        -27.150 (meters)                     GEOID18
 RM0400  DYNAMIC HEIGHT  -        319.670 (meters)     1048.78  (feet) COMP
 RM0400  MODELED GRAVITY -    980,697.1   (mgal)                       NAVD 88
 RM0400
 RM0400  VERT ORDER      -  FIRST     CLASS II
 RM0400
 RM0400.The horizontal coordinates were determined by differentially corrected
 RM0400.hand held GPS observations or other comparable positioning techniques
 RM0400.and have an estimated accuracy of +/- 3 meters.
 RM0400
 RM0400.The orthometric height was determined by differential leveling and
 RM0400.adjusted by the NATIONAL GEODETIC SURVEY
 RM0400.in June 1991.
 RM0400
 RM0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0400.GEOID18 height accuracy estimate available here.
 RM0400
 RM0400.Click photographs - Photos may exist for this station.
 RM0400
 RM0400.The dynamic height is computed by dividing the NAVD 88
 RM0400.geopotential number by the normal gravity value computed on the
 RM0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0400.degrees latitude (g = 980.6199 gals.).
 RM0400
 RM0400.The modeled gravity was interpolated from observed gravity values.
 RM0400
 RM0400;                    North         East    Units  Estimated Accuracy
 RM0400;SPC WI N     -   108,181.9     459,253.5     MT  (+/- 3 meters HH1 GPS) 
 RM0400
 RM0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9106008666(NAD 83)
 RM0400
 RM0400                          SUPERSEDED SURVEY CONTROL
 RM0400
 RM0400.No superseded survey control is available for this station.
 RM0400
 RM0400_MARKER: DV = VERTICAL CONTROL DISK
 RM0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0400_STAMPING: B 150 1979
 RM0400_MARK LOGO: NGS
 RM0400_PROJECTION: FLUSH
 RM0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0400_ROD/PIPE-DEPTH: 10.7 meters
 RM0400
 RM0400  HISTORY     - Date     Condition        Report By
 RM0400  HISTORY     - 1979     MONUMENTED       NGS
 RM0400  HISTORY     - 1983     GOOD             NGS
 RM0400
 RM0400                          STATION DESCRIPTION
 RM0400
 RM0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0400'1.8 MI NORTH FROM MINONG.
 RM0400'1.8 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF STATE
 RM0400'HIGHWAY 77 IN MINONG, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 RM0400'NORTHEAST AND A TRACK ROAD LEADING SOUTH, 69.7 FT. SOUTHEAST OF THE
 RM0400'SOUTH END OF A CULVERT UNDER THE GRAVEL ROAD, 59.7 FT. EAST OF THE
 RM0400'CENTERLINE OF THE HIGHWAY, 20.5 FT. WEST OF THE CENTERLINE OF THE
 RM0400'TRACK ROAD, 12.1 FT. EAST OF UNDERGROUND CABLE BOX AA 12, 3.4 FT.
 RM0400'SOUTH OF A POWERLINE POLE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO
 RM0400'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0400'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RM0400'THE MARK IS 2 FT BELOW THE HIGHWAY.
 RM0400
 RM0400                          STATION RECOVERY (1983)
 RM0400
 RM0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RM0400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0433 ***********************************************************************
 RM0433  DESIGNATION -  B 151
 RM0433  PID         -  RM0433
 RM0433  STATE/COUNTY-  WI/DOUGLAS
 RM0433  COUNTRY     -  US
 RM0433  USGS QUAD   -  BENNETT (2018)
 RM0433
 RM0433                         *CURRENT SURVEY CONTROL
 RM0433  ______________________________________________________________________
 RM0433* NAD 83(1986) POSITION- 46 28 23.78   (N) 091 49 35.07   (W)   HD_HELD1
 RM0433* NAVD 88 ORTHO HEIGHT -   370.594 (meters)     1215.86  (feet) ADJUSTED
 RM0433  ______________________________________________________________________
 RM0433  GEOID HEIGHT    -        -27.371 (meters)                     GEOID18
 RM0433  DYNAMIC HEIGHT  -        370.637 (meters)     1216.00  (feet) COMP
 RM0433  MODELED GRAVITY -    980,717.8   (mgal)                       NAVD 88
 RM0433
 RM0433  VERT ORDER      -  FIRST     CLASS II
 RM0433
 RM0433.The horizontal coordinates were determined by differentially corrected
 RM0433.hand held GPS observations or other comparable positioning techniques
 RM0433.and have an estimated accuracy of +/- 3 meters.
 RM0433
 RM0433.The orthometric height was determined by differential leveling and
 RM0433.adjusted by the NATIONAL GEODETIC SURVEY
 RM0433.in June 1991.
 RM0433
 RM0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0433.GEOID18 height accuracy estimate available here.
 RM0433
 RM0433.Click photographs - Photos may exist for this station.
 RM0433
 RM0433.The dynamic height is computed by dividing the NAVD 88
 RM0433.geopotential number by the normal gravity value computed on the
 RM0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0433.degrees latitude (g = 980.6199 gals.).
 RM0433
 RM0433.The modeled gravity was interpolated from observed gravity values.
 RM0433
 RM0433;                    North         East    Units  Estimated Accuracy
 RM0433;SPC WI N     -   146,836.8     459,749.5     MT  (+/- 3 meters HH1 GPS) 
 RM0433
 RM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9009547302(NAD 83)
 RM0433
 RM0433                          SUPERSEDED SURVEY CONTROL
 RM0433
 RM0433.No superseded survey control is available for this station.
 RM0433
 RM0433_MARKER: DV = VERTICAL CONTROL DISK
 RM0433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0433_STAMPING: B 151 1979
 RM0433_MARK LOGO: NGS
 RM0433_PROJECTION: RECESSED 10 CENTIMETERS
 RM0433_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0433_ROD/PIPE-DEPTH: 9.14 meters
 RM0433
 RM0433  HISTORY     - Date     Condition        Report By
 RM0433  HISTORY     - 1979     MONUMENTED       NGS
 RM0433
 RM0433                          STATION DESCRIPTION
 RM0433
 RM0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0433'3.45 MI SE FROM HAWTHORNE.
 RM0433'1.3 MILES EAST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0433'RAILROAD CROSSING IN HAWTHORNE, THENCE 2.15 MILES SOUTH ALONG U.S.
 RM0433'HIGHWAY 53, AT THE JUNCTION OF BENNET LINE ROAD, ALSO 8.75 MILES NORTH
 RM0433'ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY ROAD A IN SOLON
 RM0433'SPRINGS, 314 FT. SOUTH OF THE CENTERLINE OF BENNET LINE ROAD EAST,
 RM0433'109 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 26.3 FT. SOUTH OF A
 RM0433'FENCE CORNER, 3.1 FT. NORTH OF A POWERLINE POLE, 3.0 FT. EAST OF A
 RM0433'FENCE.  DISK IS 4 INCHES BELOW GROUND, ACCESS THROUGH WHICH IS HAD
 RM0433'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0433'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RM0433'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1089 ***********************************************************************
 RN1089  DESIGNATION -  B 152
 RN1089  PID         -  RN1089
 RN1089  STATE/COUNTY-  WI/DOUGLAS
 RN1089  COUNTRY     -  US
 RN1089  USGS QUAD   -  SUPERIOR (2018)
 RN1089
 RN1089                         *CURRENT SURVEY CONTROL
 RN1089  ______________________________________________________________________
 RN1089* NAD 83(1986) POSITION- 46 39 39.72   (N) 092 03 42.00   (W)   HD_HELD1
 RN1089* NAVD 88 ORTHO HEIGHT -   203.165 (meters)      666.55  (feet) ADJUSTED
 RN1089  ______________________________________________________________________
 RN1089  GEOID HEIGHT    -        -28.185 (meters)                     GEOID18
 RN1089  DYNAMIC HEIGHT  -        203.189 (meters)      666.63  (feet) COMP
 RN1089  MODELED GRAVITY -    980,725.6   (mgal)                       NAVD 88
 RN1089
 RN1089  VERT ORDER      -  FIRST     CLASS II
 RN1089
 RN1089.The horizontal coordinates were determined by differentially corrected
 RN1089.hand held GPS observations or other comparable positioning techniques
 RN1089.and have an estimated accuracy of +/- 3 meters.
 RN1089
 RN1089.The orthometric height was determined by differential leveling and
 RN1089.adjusted by the NATIONAL GEODETIC SURVEY
 RN1089.in June 1991.
 RN1089
 RN1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1089.GEOID18 height accuracy estimate available here.
 RN1089
 RN1089.Click photographs - Photos may exist for this station.
 RN1089
 RN1089.The dynamic height is computed by dividing the NAVD 88
 RN1089.geopotential number by the normal gravity value computed on the
 RN1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1089.degrees latitude (g = 980.6199 gals.).
 RN1089
 RN1089.The modeled gravity was interpolated from observed gravity values.
 RN1089
 RN1089;                    North         East    Units  Estimated Accuracy
 RN1089;SPC WI N     -   168,143.3     442,229.5     MT  (+/- 3 meters HH1 GPS) 
 RN1089
 RN1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7178767924(NAD 83)
 RN1089
 RN1089                          SUPERSEDED SURVEY CONTROL
 RN1089
 RN1089.No superseded survey control is available for this station.
 RN1089
 RN1089_MARKER: DV = VERTICAL CONTROL DISK
 RN1089_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RN1089_STAMPING: B 152 1979
 RN1089_MARK LOGO: NGS
 RN1089_PROJECTION: RECESSED 10 CENTIMETERS
 RN1089_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1089+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 RN1089_ROD/PIPE-DEPTH: 9.14 meters
 RN1089
 RN1089  HISTORY     - Date     Condition        Report By
 RN1089  HISTORY     - 1979     MONUMENTED       NGS
 RN1089  HISTORY     - 1982     GOOD             NGS
 RN1089  HISTORY     - 20031025 GOOD             USPSQD
 RN1089  HISTORY     - 20040804 GOOD             USPSQD
 RN1089
 RN1089                          STATION DESCRIPTION
 RN1089
 RN1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RN1089'5.6 MI SOUTH FROM SUPERIOR.
 RN1089'2.5 MILES SOUTH ALONG HILL AVENUE FROM THE JUNCTION OF BELKNAP STREET
 RN1089'IN SUPERIOR, THENCE 0.7 MILE NORTHEAST ALONG STINSON AVENUE, THENCE
 RN1089'1.5 MILES SOUTH ALONG BARDON AVENUE, THENCE 0.9 MILE SOUTH ALONG
 RN1089'COUNTY ROAD A, ALSO 4.05 MILES WEST ALONG COUNTY ROAD C FROM THE
 RN1089'JUNCTION OF COUNTY ROAD K IN SOUTH RANGE, THENCE 4.1 MILES NORTH ALONG
 RN1089'COUNTY ROAD A, 33.2 FT. NORTHWEST OF THE CENTERLINE OF THE ROAD,
 RN1089'24.2 FT. NORTH OF THE NORTHWEST END OF A 20-INCH STEEL CULVERT,
 RN1089'9.7 FT. NORTHWEST OF A POWERLINE POLE.  DISK IS 4 INCHES BELOW GROUND,
 RN1089'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RN1089'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 RN1089'THE MARK IS 2 FT ABOVE THE ROAD.
 RN1089
 RN1089                          STATION RECOVERY (1982)
 RN1089
 RN1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RN1089'RECOVERED IN GOOD CONDITION.
 RN1089
 RN1089                          STATION RECOVERY (2003)
 RN1089
 RN1089'RECOVERY NOTE BY US POWER SQUADRON 2003 (BB)
 RN1089'REVISE - 0.9 MILES SOUTH ALONG COUNTY ROAD A - TO READ - 0.3 MILES
 RN1089'SOUTH ALONG COUNTY ROAD A.
 RN1089
 RN1089                          STATION RECOVERY (2004)
 RN1089
 RN1089'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJR)
 RN1089'2.5 MILES SOUTH ALONG HILL AVENUE FROM THE JUNCTION OF BELNAP STREET
 RN1089'IN SUPERIOR, THENCE 0.7 MILES NORTHEAST ALONG STINSON AVENUE, THENCE 1
 RN1089'PLUS MILES SOUTH ON BARDON AVENUE TO 58TH AVENUE SOUTH, THENCE
 RN1089'CONTINUING AHEAD ON WOODLAWN, SE AND EASTWARD TO COUNTY ROAD A, THENCE
 RN1089'0.2 MILES SOUTH ALONG COUNTY ROAD A...(TEXT OTHERWISE OK)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO1390 ***********************************************************************
 QO1390  DESIGNATION -  B 153
 QO1390  PID         -  QO1390
 QO1390  STATE/COUNTY-  WI/POLK
 QO1390  COUNTRY     -  US
 QO1390  USGS QUAD   -  FOREST (2018)
 QO1390
 QO1390                         *CURRENT SURVEY CONTROL
 QO1390  ______________________________________________________________________
 QO1390* NAD 83(1986) POSITION- 45 13 26.48   (N) 092 17 05.82   (W)   HD_HELD1
 QO1390* NAVD 88 ORTHO HEIGHT -   346.125 (meters)     1135.58  (feet) ADJUSTED
 QO1390  ______________________________________________________________________
 QO1390  GEOID HEIGHT    -        -30.150 (meters)                     GEOID18
 QO1390  DYNAMIC HEIGHT  -        346.081 (meters)     1135.43  (feet) COMP
 QO1390  MODELED GRAVITY -    980,481.4   (mgal)                       NAVD 88
 QO1390
 QO1390  VERT ORDER      -  SECOND    CLASS I
 QO1390
 QO1390.The horizontal coordinates were determined by differentially corrected
 QO1390.hand held GPS observations or other comparable positioning techniques
 QO1390.and have an estimated accuracy of +/- 3 meters.
 QO1390
 QO1390.The orthometric height was determined by differential leveling and
 QO1390.adjusted by the WI DEPT OF TRANSP
 QO1390.in May 2012.
 QO1390
 QO1390.No vertical observational check was made to the station.
 QO1390
 QO1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1390.GEOID18 height accuracy estimate available here.
 QO1390
 QO1390.Click photographs - Photos may exist for this station.
 QO1390
 QO1390.The dynamic height is computed by dividing the NAVD 88
 QO1390.geopotential number by the normal gravity value computed on the
 QO1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1390.degrees latitude (g = 980.6199 gals.).
 QO1390
 QO1390.The modeled gravity was interpolated from observed gravity values.
 QO1390
 QO1390;                    North         East    Units  Estimated Accuracy
 QO1390;SPC WI C     -   157,058.9     420,573.4     MT  (+/- 3 meters HH1 GPS) 
 QO1390
 QO1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5613608085(NAD 83)
 QO1390
 QO1390                          SUPERSEDED SURVEY CONTROL
 QO1390
 QO1390  NAVD 88 (06/15/91)  346.130  (m)         1135.59   (f) SUPERSEDED  1 2
 QO1390
 QO1390.Superseded values are not recommended for survey control.
 QO1390
 QO1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1390.See file dsdata.pdf to determine how the superseded data were derived.
 QO1390
 QO1390_MARKER: I = METAL ROD
 QO1390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1390_STAMPING: B 153 1980
 QO1390_MARK LOGO: NGS
 QO1390_PROJECTION: FLUSH
 QO1390_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1390+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2007
 QO1390_ROD/PIPE-DEPTH: 9.7 meters
 QO1390
 QO1390  HISTORY     - Date     Condition        Report By
 QO1390  HISTORY     - 1980     MONUMENTED       NGS
 QO1390  HISTORY     - 20051124 GOOD             USPSQD
 QO1390  HISTORY     - 20071011 GOOD             WIDT
 QO1390
 QO1390                          STATION DESCRIPTION
 QO1390
 QO1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1390'4.4 KM SOUTH FROM CLEAR LAKE.
 QO1390'4.4 KM (2.7 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1390'COUNTY ROAD JJ IN CLEAR LAKE, AT THE JUNCTION OF COUNTY ROAD A (10TH
 QO1390'AVENUE), 36.4 M (120 FT) WEST OF THE CENTERLINE OF HIGHWAY, 41.1 M
 QO1390'(135.6 FT) NORTH OF THE CENTERLINE OF THE ROAD, 1.0 M (3.4 FT) NORTH
 QO1390'OF A GUYED POWERLINE POLE, 0.3 M (1.0 FT) EAST OF A FENCE, 3.8 M
 QO1390'(12.5 FT) SOUTH OF A WOODEN RIGHT-OF-WAY MARKER, 11.5 M (37.8 FT)
 QO1390'NORTH OF A WOODEN RIGHT-OF-WAY MARKER.
 QO1390'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 QO1390'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 QO1390
 QO1390                          STATION RECOVERY (2005)
 QO1390
 QO1390'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO1390'RECOVERED IN GOOD CONDITION.  NOTE-- THE WOODEN RIGHT-OF-WAY POST HAS
 QO1390'BEEN REPLACED WITH A YELLOW METAL RIGHT-OF-WAY POST.  THE POWER POLE
 QO1390'IS NUMBERED --7433BB38--.
 QO1390
 QO1390                          STATION RECOVERY (2007)
 QO1390
 QO1390'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO1390'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO1361 ***********************************************************************
 QO1361  DESIGNATION -  B 154
 QO1361  PID         -  QO1361
 QO1361  STATE/COUNTY-  WI/ST CROIX
 QO1361  COUNTRY     -  US
 QO1361  USGS QUAD   -  NEW RICHMOND SOUTH (2018)
 QO1361
 QO1361                         *CURRENT SURVEY CONTROL
 QO1361  ______________________________________________________________________
 QO1361* NAD 83(1986) POSITION- 45 04 45.29   (N) 092 32 17.07   (W)   HD_HELD1
 QO1361* NAVD 88 ORTHO HEIGHT -   300.670 (meters)      986.45  (feet) ADJUSTED
 QO1361  ______________________________________________________________________
 QO1361  GEOID HEIGHT    -        -29.659 (meters)                     GEOID18
 QO1361  DYNAMIC HEIGHT  -        300.636 (meters)      986.34  (feet) COMP
 QO1361  MODELED GRAVITY -    980,496.3   (mgal)                       NAVD 88
 QO1361
 QO1361  VERT ORDER      -  SECOND    CLASS I
 QO1361
 QO1361.The horizontal coordinates were determined by differentially corrected
 QO1361.hand held GPS observations or other comparable positioning techniques
 QO1361.and have an estimated accuracy of +/- 3 meters.
 QO1361
 QO1361.The orthometric height was determined by differential leveling and
 QO1361.adjusted by the WI DEPT OF TRANSP
 QO1361.in May 2012.
 QO1361
 QO1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1361.GEOID18 height accuracy estimate available here.
 QO1361
 QO1361.Click photographs - Photos may exist for this station.
 QO1361
 QO1361.The dynamic height is computed by dividing the NAVD 88
 QO1361.geopotential number by the normal gravity value computed on the
 QO1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1361.degrees latitude (g = 980.6199 gals.).
 QO1361
 QO1361.The modeled gravity was interpolated from observed gravity values.
 QO1361
 QO1361;                    North         East    Units  Estimated Accuracy
 QO1361;SPC WI C     -   141,568.2     400,200.0     MT  (+/- 3 meters HH1 GPS) 
 QO1361
 QO1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3635691857(NAD 83)
 QO1361
 QO1361                          SUPERSEDED SURVEY CONTROL
 QO1361
 QO1361  NAVD 88 (06/15/91)  300.680  (m)          986.48   (f) SUPERSEDED  1 2
 QO1361
 QO1361.Superseded values are not recommended for survey control.
 QO1361
 QO1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1361.See file dsdata.pdf to determine how the superseded data were derived.
 QO1361
 QO1361_MARKER: I = METAL ROD
 QO1361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1361_STAMPING: B 154 1980
 QO1361_MARK LOGO: NGS
 QO1361_PROJECTION: FLUSH
 QO1361_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1361+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 QO1361_ROD/PIPE-DEPTH: 8.8 meters
 QO1361
 QO1361  HISTORY     - Date     Condition        Report By
 QO1361  HISTORY     - 1980     MONUMENTED       NGS
 QO1361  HISTORY     - 20031116 GOOD             USPSQD
 QO1361  HISTORY     - 20070709 GOOD             WIDT
 QO1361  HISTORY     - 20120807 MARK NOT FOUND   WIDT
 QO1361
 QO1361                          STATION DESCRIPTION
 QO1361
 QO1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1361'5.1 KM SOUTH FROM NEW RICHMOND.
 QO1361'5.1 KM (3.15 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE SOUTH END OF
 QO1361'THE HIGHWAY BRIDGE OVER THE WILLOW RIVER IN NEW RICHMOND, AT THE
 QO1361'JUNCTION OF COUNTY ROAD G, 45.6 M (150 FT) WEST OF THE CENTERLINE OF
 QO1361'THE HIGHWAY, 18.9 M (62.3 FT) NORTH OF THE CENTERLINE OF THE ROAD,
 QO1361'0.3 M (1.0 FT) SOUTHEAST OF A FENCE, 1.5 M (5.0 FT) EAST-NORTHEAST OF
 QO1361'A CORNER FENCE POST, 36.1 M (119 FT) SOUTHWEST OF A GUYED POWERLINE
 QO1361'POLE WITH TWO TRANSFORMERS, 35.1 M (116 FT) SOUTHWEST OF A CORNER
 QO1361'FENCE POST.
 QO1361'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 QO1361'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QO1361
 QO1361                          STATION RECOVERY (2003)
 QO1361
 QO1361'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1361'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS NEAR THE SOUTHEAST
 QO1361'CORNER OF THE PROPERTY OF SUNNY SIDE SUPER STORAGE.
 QO1361
 QO1361                          STATION RECOVERY (2007)
 QO1361
 QO1361'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO1361'RECOVERED AS DESCRIBED.
 QO1361
 QO1361                          STATION RECOVERY (2012)
 QO1361
 QO1361'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 QO1361'AFTER TALKING WITH THE CONSTRUCTION FOREMEN FOR THE STATE TRUNK
 QO1361'HIGHWAY 65 AND COUNTY TRUNK HIGHWAY G ROUNDABOUT CONSTRUCTION, IT WAS
 QO1361'DETERMINED THAT THE STATION IS BURIED ABOUT 3  BELOW GRADE AND IS TO
 QO1361'BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0377 ***********************************************************************
 RM0377  DESIGNATION -  B 155
 RM0377  PID         -  RM0377
 RM0377  STATE/COUNTY-  WI/SAWYER
 RM0377  COUNTRY     -  US
 RM0377  USGS QUAD   -  HAYWARD (2019)
 RM0377
 RM0377                         *CURRENT SURVEY CONTROL
 RM0377  ______________________________________________________________________
 RM0377* NAD 83(1986) POSITION- 46 01 08.77   (N) 091 29 16.07   (W)   HD_HELD1
 RM0377* NAVD 88 ORTHO HEIGHT -   370.006 (meters)     1213.93  (feet) ADJUSTED
 RM0377  ______________________________________________________________________
 RM0377  GEOID HEIGHT    -        -28.779 (meters)                     GEOID18
 RM0377  DYNAMIC HEIGHT  -        370.011 (meters)     1213.94  (feet) COMP
 RM0377  MODELED GRAVITY -    980,615.9   (mgal)                       NAVD 88
 RM0377
 RM0377  VERT ORDER      -  FIRST     CLASS II
 RM0377
 RM0377.The horizontal coordinates were determined by differentially corrected
 RM0377.hand held GPS observations or other comparable positioning techniques
 RM0377.and have an estimated accuracy of +/- 3 meters.
 RM0377
 RM0377.The orthometric height was determined by differential leveling and
 RM0377.adjusted by the NATIONAL GEODETIC SURVEY
 RM0377.in June 1991.
 RM0377
 RM0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0377.GEOID18 height accuracy estimate available here.
 RM0377
 RM0377.Click photographs - Photos may exist for this station.
 RM0377
 RM0377.The dynamic height is computed by dividing the NAVD 88
 RM0377.geopotential number by the normal gravity value computed on the
 RM0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0377.degrees latitude (g = 980.6199 gals.).
 RM0377
 RM0377.The modeled gravity was interpolated from observed gravity values.
 RM0377
 RM0377;                    North         East    Units  Estimated Accuracy
 RM0377;SPC WI N     -    95,822.0     484,802.6     MT  (+/- 3 meters HH1 GPS) 
 RM0377
 RM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1705297281(NAD 83)
 RM0377
 RM0377                          SUPERSEDED SURVEY CONTROL
 RM0377
 RM0377.No superseded survey control is available for this station.
 RM0377
 RM0377_MARKER: F = FLANGE-ENCASED ROD
 RM0377_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0377_STAMPING: B 155 1979
 RM0377_MARK LOGO: NGS
 RM0377_PROJECTION: FLUSH
 RM0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0377+STABILITY: POSITION/ELEVATION WELL
 RM0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0377+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 RM0377_ROD/PIPE-DEPTH: 15.2 meters
 RM0377_SLEEVE-DEPTH  : 8.23 meters
 RM0377
 RM0377  HISTORY     - Date     Condition        Report By
 RM0377  HISTORY     - 1979     MONUMENTED       NGS
 RM0377  HISTORY     - 20081005 GOOD             WIDT
 RM0377  HISTORY     - 20100527 GOOD             WIDT
 RM0377
 RM0377                          STATION DESCRIPTION
 RM0377
 RM0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0377'0.45 MI NORTH FROM HAYWARD.
 RM0377'0.45 MILE NORTH ALONG STATE HIGHWAYS 27 AND 77 FROM THE JUNCTION OF
 RM0377'U.S. HIGHWAY 63 IN HAYWARD, AT THE HAYWARD WATER TANK, 99.0 FT. EAST
 RM0377'OF THE CENTERLINE OF THE HIGHWAY, 18.0 FT. NORTH OF THE SOUTHEAST LEG
 RM0377'OF THE WATER TANK, 22.0 FT. WEST OF A CYCLONE FENCE, 9.0 FT. EAST OF
 RM0377'THE EAST SIDE OF THE WATER TANK PUMP BUILDING.
 RM0377'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RM0377'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 RM0377
 RM0377                          STATION RECOVERY (2008)
 RM0377
 RM0377'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 RM0377'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 RM0377'OF US HIGHWAY 63 WITH STATE HIGHWAY 27 SOUTH IN THE CITY OF HAYWARD,
 RM0377'GO NORTHEAST ON US HIGHWAY 63 FOR 0.05 MILE TO MAIN STREET LEFT, TURN
 RM0377'LEFT AND GO NORTHWEST ON MAIN STREET FOR 0.3 MILE TO NYMAN AVENUE,
 RM0377'CURVE RIGHT AND GO NORTH ON NYMAN AVENUE FOR 0.10 MILE TO THE STATION
 RM0377'ON THE RIGHT.
 RM0377'ADD--THE STATION IS 0.4 M WEST OF A WHITE METAL WITNESS POST AND 0.4 M
 RM0377'EAST OF A WHITE PLASTIC WITNESS POST.
 RM0377
 RM0377                          STATION RECOVERY (2010)
 RM0377
 RM0377'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 RM0377'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0204 ***********************************************************************
 RM0204  DESIGNATION -  B 16
 RM0204  PID         -  RM0204
 RM0204  STATE/COUNTY-  WI/ASHLAND
 RM0204  COUNTRY     -  US
 RM0204  USGS QUAD   -  ASHLAND EAST (2018)
 RM0204
 RM0204                         *CURRENT SURVEY CONTROL
 RM0204  ______________________________________________________________________
 RM0204* NAD 83(1986) POSITION- 46 35 50.     (N) 090 49 22.     (W)   SCALED
 RM0204* NAVD 88 ORTHO HEIGHT -   208.982 (meters)      685.64  (feet) ADJUSTED
 RM0204  ______________________________________________________________________
 RM0204  GEOID HEIGHT    -        -31.782 (meters)                     GEOID18
 RM0204  DYNAMIC HEIGHT  -        208.988 (meters)      685.65  (feet) COMP
 RM0204  MODELED GRAVITY -    980,639.0   (mgal)                       NAVD 88
 RM0204
 RM0204  VERT ORDER      -  FIRST     CLASS II
 RM0204
 RM0204.The horizontal coordinates were scaled from a map and have
 RM0204.an estimated accuracy of +/- 6 seconds.
 RM0204
 RM0204.The orthometric height was determined by differential leveling and
 RM0204.adjusted by the NATIONAL GEODETIC SURVEY
 RM0204.in June 1991.
 RM0204
 RM0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0204.GEOID18 height accuracy estimate available here.
 RM0204
 RM0204.Click photographs - Photos may exist for this station.
 RM0204
 RM0204.The dynamic height is computed by dividing the NAVD 88
 RM0204.geopotential number by the normal gravity value computed on the
 RM0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0204.degrees latitude (g = 980.6199 gals.).
 RM0204
 RM0204.The modeled gravity was interpolated from observed gravity values.
 RM0204
 RM0204;                    North         East    Units  Estimated Accuracy
 RM0204;SPC WI N     -   159,330.      536,960.      MT  (+/- 180 meters Scaled)
 RM0204
 RM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM667627(NAD 83)
 RM0204
 RM0204                          SUPERSEDED SURVEY CONTROL
 RM0204
 RM0204  NGVD 29 (??/??/92)  208.996  (m)          685.68   (f) ADJ UNCH    1 2
 RM0204
 RM0204.Superseded values are not recommended for survey control.
 RM0204
 RM0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0204.See file dsdata.pdf to determine how the superseded data were derived.
 RM0204
 RM0204_MARKER: DB = BENCH MARK DISK
 RM0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0204_STAMPING: B 16 1934
 RM0204_MARK LOGO: CGS
 RM0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0204+STABILITY: SURFACE MOTION
 RM0204
 RM0204  HISTORY     - Date     Condition        Report By
 RM0204  HISTORY     - 1934     MONUMENTED       CGS
 RM0204  HISTORY     - 1977     GOOD             NGS
 RM0204  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0204  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 RM0204  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 RM0204  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 RM0204
 RM0204                          STATION DESCRIPTION
 RM0204
 RM0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0204'3.4 MI E FROM ASHLAND.
 RM0204'3.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RM0204'FROM THE STATION AT ASHLAND, ASHLAND COUNTY, AT MILEAGE 364.5,
 RM0204'ABOUT 1 MILE EAST OF TRACK SCALES IN THE RAILWAY YARD, AT A
 RM0204'ROAD CROSSING, 50 FEET WEST OF THE ROAD, AND 40 FEET SOUTH OF
 RM0204'THE TRACK.  A STANDARD DISK, STAMPED B 16 1934 AND SET IN THE
 RM0204'TOP OF A CONCRETE POST.
 RM0204
 RM0204                          STATION RECOVERY (1977)
 RM0204
 RM0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 RM0204'RECOVERED IN GOOD CONDITION.
 RM0204
 RM0204                          STATION RECOVERY (1982)
 RM0204
 RM0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0204'NOT RECOVERED, POSSIBLY UNDER WATER IN THE SWAMPY AREA.
 RM0204
 RM0204                          STATION RECOVERY (1997)
 RM0204
 RM0204'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0204'MARK NOT FOUND.
 RM0204
 RM0204                          STATION RECOVERY (2002)
 RM0204
 RM0204'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0204'MARK NOT FOUND.
 RM0204
 RM0204                          STATION RECOVERY (2004)
 RM0204
 RM0204'RECOVERY NOTE BY US POWER SQUADRON 2004
 RM0204'MARK NOT FOUND. USPD JRD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0491 ***********************************************************************
 QM0491  DESIGNATION -  B 165
 QM0491  PID         -  QM0491
 QM0491  STATE/COUNTY-  WI/ONEIDA
 QM0491  COUNTRY     -  US
 QM0491  USGS QUAD   -  RHINELANDER (2018)
 QM0491
 QM0491                         *CURRENT SURVEY CONTROL
 QM0491  ______________________________________________________________________
 QM0491* NAD 83(1986) POSITION- 45 38 26.0    (N) 089 24 46.4    (W)   HD_HELD2
 QM0491* NAVD 88 ORTHO HEIGHT -   475.263 (meters)     1559.26  (feet) ADJUSTED
 QM0491  ______________________________________________________________________
 QM0491  GEOID HEIGHT    -        -32.047 (meters)                     GEOID18
 QM0491  DYNAMIC HEIGHT  -        475.239 (meters)     1559.18  (feet) COMP
 QM0491  MODELED GRAVITY -    980,551.7   (mgal)                       NAVD 88
 QM0491
 QM0491  VERT ORDER      -  FIRST     CLASS II
 QM0491
 QM0491.The horizontal coordinates were established by autonomous hand held GPS
 QM0491.observations and have an estimated accuracy of +/- 10 meters.
 QM0491
 QM0491.The orthometric height was determined by differential leveling and
 QM0491.adjusted by the NATIONAL GEODETIC SURVEY
 QM0491.in June 1991.
 QM0491
 QM0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0491.GEOID18 height accuracy estimate available here.
 QM0491
 QM0491.Click photographs - Photos may exist for this station.
 QM0491
 QM0491.The dynamic height is computed by dividing the NAVD 88
 QM0491.geopotential number by the normal gravity value computed on the
 QM0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0491.degrees latitude (g = 980.6199 gals.).
 QM0491
 QM0491.The modeled gravity was interpolated from observed gravity values.
 QM0491
 QM0491;                    North         East    Units  Estimated Accuracy
 QM0491;SPC WI N     -    52,839.      645,772.      MT  (+/- 10 meters HH2 GPS)
 QM0491
 QM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1195956943(NAD 83)
 QM0491
 QM0491                          SUPERSEDED SURVEY CONTROL
 QM0491
 QM0491  NAVD 88 (03/19/14)  475.286  (m)         1559.33   (f) SUPERSEDED  2 1
 QM0491
 QM0491.Superseded values are not recommended for survey control.
 QM0491
 QM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0491.See file dsdata.pdf to determine how the superseded data were derived.
 QM0491
 QM0491_MARKER: I = METAL ROD
 QM0491_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QM0491_STAMPING: B 165 1978
 QM0491_MARK LOGO: NGS
 QM0491_PROJECTION: RECESSED 2 CENTIMETERS
 QM0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0491+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2013
 QM0491_ROD/PIPE-DEPTH: 8.50 meters
 QM0491_SLEEVE-DEPTH  : .0 meters
 QM0491
 QM0491  HISTORY     - Date     Condition        Report By
 QM0491  HISTORY     - 1978     MONUMENTED       NGS
 QM0491  HISTORY     - 1982     GOOD             NGS
 QM0491  HISTORY     - 1985     GOOD             NGS
 QM0491  HISTORY     - 20021202 GOOD             USPSQD
 QM0491  HISTORY     - 20040311 GOOD             USPSQD
 QM0491  HISTORY     - 20051004 GOOD             WIDT
 QM0491  HISTORY     - 20090715 GOOD             INDIV
 QM0491  HISTORY     - 20130926 GOOD             WIDT
 QM0491
 QM0491                          STATION DESCRIPTION
 QM0491
 QM0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0491'IN RHINELANDER.
 QM0491'IN RHINELANDER, IN THE EAST LAWN OF THE RHINELANDER POLICE DEPARTMENT
 QM0491'BUILDING, ON BROWN STREET BETWEEN WEST FREDERICK STREET AND PHILLIP
 QM0491'STREET, 9.1 METERS (30.0 FT) WEST OF THE WEST CURB RETURN OF BROWN
 QM0491'STREET, 18.0 METERS (59.0 FT) NORTH OF THE NORTH EDGE OF THE PARKING
 QM0491'LOT PAVEMENT, 2.3 METERS (7.5 FT) SOUTH OF THE SOUTH EDGE OF THE PAVED
 QM0491'WALKWAY LEADING TO THE POLICE BUILDING PUBLIC ENTRANCE, AND 1.2 METERS
 QM0491'(4.0 FT) EAST OF THE EAST FACE OF THE BUILDING.  SLEEVE DEPTH UNKNOWN.
 QM0491'THE MARK IS ABOVE LEVEL WITH STREET.
 QM0491
 QM0491                          STATION RECOVERY (1985)
 QM0491
 QM0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0491'RECOVERED IN GOOD CONDITION.
 QM0491
 QM0491                          STATION RECOVERY (2002)
 QM0491
 QM0491'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0491'RECOVERED IN GOOD CONDITION. ADD--THE STATION 7 FEET SOUTH OF A RED
 QM0491'COLORED 'PARKING TICKET PAY BOX' AND IS 1 INCH UNDER DECORATIVE STONE
 QM0491'COVERING BETWEEN TWO BUSHES.  NOTE--ACCESS TO POINT IS HAD THROUGH A
 QM0491'5-INCH LOGO CAP.
 QM0491
 QM0491                          STATION RECOVERY (2004)
 QM0491
 QM0491'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0491'RECOVERED IN GOOD CONDITION.
 QM0491
 QM0491                          STATION RECOVERY (2005)
 QM0491
 QM0491'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0491'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0491
 QM0491                          STATION RECOVERY (2009)
 QM0491
 QM0491'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JEA)
 QM0491'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0491'NOTE - RED 'PARKING TICKET PAY BOX' HAS BEEN REMOVED.
 QM0491
 QM0491                          STATION RECOVERY (2013)
 QM0491
 QM0491'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0491'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0225 ***********************************************************************
 RM0225  DESIGNATION -  B 17
 RM0225  PID         -  RM0225
 RM0225  STATE/COUNTY-  WI/ASHLAND
 RM0225  COUNTRY     -  US
 RM0225  USGS QUAD   -  ASHLAND EAST (2018)
 RM0225
 RM0225                         *CURRENT SURVEY CONTROL
 RM0225  ______________________________________________________________________
 RM0225* NAD 83(1986) POSITION- 46 34 30.     (N) 090 51 14.     (W)   SCALED
 RM0225* NAVD 88 ORTHO HEIGHT -   218.862 (meters)      718.05  (feet) ADJUSTED
 RM0225  ______________________________________________________________________
 RM0225  GEOID HEIGHT    -        -31.669 (meters)                     GEOID18
 RM0225  DYNAMIC HEIGHT  -        218.868 (meters)      718.07  (feet) COMP
 RM0225  MODELED GRAVITY -    980,635.8   (mgal)                       NAVD 88
 RM0225
 RM0225  VERT ORDER      -  SECOND    CLASS 0
 RM0225
 RM0225.The horizontal coordinates were scaled from a map and have
 RM0225.an estimated accuracy of +/- 6 seconds.
 RM0225
 RM0225.The orthometric height was determined by differential leveling and
 RM0225.adjusted by the NATIONAL GEODETIC SURVEY
 RM0225.in June 1991.
 RM0225
 RM0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0225.GEOID18 height accuracy estimate available here.
 RM0225
 RM0225.Click photographs - Photos may exist for this station.
 RM0225
 RM0225.The dynamic height is computed by dividing the NAVD 88
 RM0225.geopotential number by the normal gravity value computed on the
 RM0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0225.degrees latitude (g = 980.6199 gals.).
 RM0225
 RM0225.The modeled gravity was interpolated from observed gravity values.
 RM0225
 RM0225;                    North         East    Units  Estimated Accuracy
 RM0225;SPC WI N     -   156,880.      534,550.      MT  (+/- 180 meters Scaled)
 RM0225
 RM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM644601(NAD 83)
 RM0225
 RM0225                          SUPERSEDED SURVEY CONTROL
 RM0225
 RM0225  NGVD 29 (??/??/92)  218.875  (m)          718.09   (f) ADJ UNCH    2 0
 RM0225
 RM0225.Superseded values are not recommended for survey control.
 RM0225
 RM0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0225.See file dsdata.pdf to determine how the superseded data were derived.
 RM0225
 RM0225_MARKER: DB = BENCH MARK DISK
 RM0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0225_STAMPING: B 17 1934
 RM0225_MARK LOGO: CGS
 RM0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0225+STABILITY: SURFACE MOTION
 RM0225
 RM0225  HISTORY     - Date     Condition        Report By
 RM0225  HISTORY     - 1934     MONUMENTED       CGS
 RM0225  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0225  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 RM0225
 RM0225                          STATION DESCRIPTION
 RM0225
 RM0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0225'2 MI SE FROM ASHLAND.
 RM0225'2 MILES SOUTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 RM0225'STE. MARIE RAILWAY FROM ASHLAND, ASHLAND COUNTY, 4 POLES NORTH
 RM0225'OF MILEPOST 433, NEAR THE SOUTH END OF THE ORE-TRAIN-YARD SOUTH
 RM0225'SIDING, AND 40 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 RM0225'B 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0225
 RM0225                          STATION RECOVERY (1982)
 RM0225
 RM0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0225'NOT SEARCHED FOR, ON RAILROAD, INACCESSIBLE.
 RM0225
 RM0225                          STATION RECOVERY (2004)
 RM0225
 RM0225'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0225'MARK NOT FOUND. USPS JRD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0314 ***********************************************************************
 QL0314  DESIGNATION -  B 18
 QL0314  PID         -  QL0314
 QL0314  STATE/COUNTY-  WI/MARINETTE
 QL0314  COUNTRY     -  US
 QL0314  USGS QUAD   -  WAUSAUKEE NORTH (2018)
 QL0314
 QL0314                         *CURRENT SURVEY CONTROL
 QL0314  ______________________________________________________________________
 QL0314* NAD 83(1986) POSITION- 45 25 55.     (N) 087 58 49.     (W)   SCALED
 QL0314* NAVD 88 ORTHO HEIGHT -   246.119 (meters)      807.48  (feet) ADJUSTED
 QL0314  ______________________________________________________________________
 QL0314  GEOID HEIGHT    -        -35.742 (meters)                     GEOID18
 QL0314  DYNAMIC HEIGHT  -        246.106 (meters)      807.43  (feet) COMP
 QL0314  MODELED GRAVITY -    980,554.3   (mgal)                       NAVD 88
 QL0314
 QL0314  VERT ORDER      -  SECOND    CLASS 0
 QL0314
 QL0314.The horizontal coordinates were scaled from a map and have
 QL0314.an estimated accuracy of +/- 6 seconds.
 QL0314
 QL0314.The orthometric height was determined by differential leveling and
 QL0314.adjusted by the NATIONAL GEODETIC SURVEY
 QL0314.in June 1991.
 QL0314
 QL0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0314.GEOID18 height accuracy estimate available here.
 QL0314
 QL0314.Click photographs - Photos may exist for this station.
 QL0314
 QL0314.The dynamic height is computed by dividing the NAVD 88
 QL0314.geopotential number by the normal gravity value computed on the
 QL0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0314.degrees latitude (g = 980.6199 gals.).
 QL0314
 QL0314.The modeled gravity was interpolated from observed gravity values.
 QL0314
 QL0314;                    North         East    Units  Estimated Accuracy
 QL0314;SPC WI C     -   179,610.      758,030.      MT  (+/- 180 meters Scaled)
 QL0314
 QL0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR233314(NAD 83)
 QL0314
 QL0314                          SUPERSEDED SURVEY CONTROL
 QL0314
 QL0314  NGVD 29 (??/??/92)  246.133  (m)          807.52   (f) ADJ UNCH    2 0
 QL0314
 QL0314.Superseded values are not recommended for survey control.
 QL0314
 QL0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0314.See file dsdata.pdf to determine how the superseded data were derived.
 QL0314
 QL0314_MARKER: DB = BENCH MARK DISK
 QL0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0314_STAMPING: B 18 1934
 QL0314_MARK LOGO: CGS
 QL0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0314+STABILITY: SURFACE MOTION
 QL0314
 QL0314  HISTORY     - Date     Condition        Report By
 QL0314  HISTORY     - 1934     MONUMENTED       CGS
 QL0314  HISTORY     - 1972     MARK NOT FOUND   USGS
 QL0314  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QL0314  HISTORY     - 20040423 MARK NOT FOUND   GEOCAC
 QL0314  HISTORY     - 20051128 MARK NOT FOUND   WIDT
 QL0314
 QL0314                          STATION DESCRIPTION
 QL0314
 QL0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0314'4.7 MI N FROM WAUSAUKEE.
 QL0314'4.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0314'PACIFIC RAILROAD FROM THE STATION AT WAUSAUKEE, MARINETTE
 QL0314'COUNTY, 1.5 MILES SOUTH OF THE CEDARVILLE SIDING, 7 YARDS SOUTH
 QL0314'OF THE CENTERLINE OF A ROAD CROSSING, AND 14 YARDS WEST OF THE
 QL0314'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 18 1934 AND
 QL0314'SET IN THE TOP OF A CONCRETE POST.
 QL0314
 QL0314                          STATION RECOVERY (1972)
 QL0314
 QL0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QL0314'MARK NOT FOUND.
 QL0314
 QL0314                          STATION RECOVERY (2001)
 QL0314
 QL0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0314'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0314
 QL0314                          STATION RECOVERY (2004)
 QL0314
 QL0314'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QL0314'MARK NOT FOUND.
 QL0314
 QL0314                          STATION RECOVERY (2005)
 QL0314
 QL0314'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0314'MARK NOT FOUND.   ADD THE PUBLISHED DISTANCES PLACE THE STATION IN AN
 QL0314'AREA THAT WAS REGRADED WHEN THE UNDERGROUND UTILITIES WERE INSTALLED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0125 ***********************************************************************
 PN0125  DESIGNATION -  B 19
 PN0125  PID         -  PN0125
 PN0125  STATE/COUNTY-  WI/OCONTO
 PN0125  COUNTRY     -  US
 PN0125  USGS QUAD   -  GILLETT (2018)
 PN0125
 PN0125                         *CURRENT SURVEY CONTROL
 PN0125  ______________________________________________________________________
 PN0125* NAD 83(1986) POSITION- 44 53 53.     (N) 088 16 11.     (W)   SCALED
 PN0125* NAVD 88 ORTHO HEIGHT -   246.024 (meters)      807.16  (feet) ADJUSTED
 PN0125  ______________________________________________________________________
 PN0125  GEOID HEIGHT    -        -36.245 (meters)                     GEOID18
 PN0125  DYNAMIC HEIGHT  -        245.997 (meters)      807.08  (feet) COMP
 PN0125  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 PN0125
 PN0125  VERT ORDER      -  SECOND    CLASS 0
 PN0125
 PN0125.The horizontal coordinates were scaled from a map and have
 PN0125.an estimated accuracy of +/- 6 seconds.
 PN0125
 PN0125.The orthometric height was determined by differential leveling and
 PN0125.adjusted by the NATIONAL GEODETIC SURVEY
 PN0125.in June 1991.
 PN0125
 PN0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0125.GEOID18 height accuracy estimate available here.
 PN0125
 PN0125.Click photographs - Photos may exist for this station.
 PN0125
 PN0125.The dynamic height is computed by dividing the NAVD 88
 PN0125.geopotential number by the normal gravity value computed on the
 PN0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0125.degrees latitude (g = 980.6199 gals.).
 PN0125
 PN0125.The modeled gravity was interpolated from observed gravity values.
 PN0125
 PN0125;                    North         East    Units  Estimated Accuracy
 PN0125;SPC WI C     -   119,770.      736,650.      MT  (+/- 180 meters Scaled)
 PN0125
 PN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ997724(NAD 83)
 PN0125
 PN0125                          SUPERSEDED SURVEY CONTROL
 PN0125
 PN0125  NGVD 29 (??/??/92)  246.026  (m)          807.17   (f) ADJ UNCH    2 0
 PN0125
 PN0125.Superseded values are not recommended for survey control.
 PN0125
 PN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0125.See file dsdata.pdf to determine how the superseded data were derived.
 PN0125
 PN0125_MARKER: DB = BENCH MARK DISK
 PN0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0125_STAMPING: B 19 1934
 PN0125_MARK LOGO: CGS
 PN0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0125+STABILITY: SURFACE MOTION
 PN0125
 PN0125  HISTORY     - Date     Condition        Report By
 PN0125  HISTORY     - 1934     MONUMENTED       CGS
 PN0125  HISTORY     - 1942     GOOD             CGS
 PN0125  HISTORY     - 1974     GOOD             USGS
 PN0125  HISTORY     - 20051129 POOR             WIDT
 PN0125
 PN0125                          STATION DESCRIPTION
 PN0125
 PN0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0125'1.8 MI E FROM GILLETT.
 PN0125'ALONG OCONTO BRANCH OF CHICAGO AND NORTH-WESTERN RY., 0.4 MILE
 PN0125'E. OF CROSS-ROAD.  MARK IS AT FENCE, 16 YDS. N. OF CENTERLINE
 PN0125'OF TRACK AND 8 YDS. W. OF CENTERLINE OF FARM CROSSING.  IN REAR
 PN0125'OF FARM BUILDINGS ON N. SIDE OF WIS. HIGHWAY 22 JUST E. OF
 PN0125'200 FT X 600 FT GROVE OF TREES.
 PN0125
 PN0125                          STATION RECOVERY (1942)
 PN0125
 PN0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 PN0125'RECOVERED IN GOOD CONDITION.
 PN0125
 PN0125                          STATION RECOVERY (1974)
 PN0125
 PN0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0125'GILLETT, OCONTO CO., IN SE 1/4 SEC 14, T 28 N., R 18 E., ABOUT 1.9 MI
 PN0125'E OF JCT WHERE CO HWY 22 TURNS E., 730 FT N OF HWYS 32 AND 22, 46 FT
 PN0125'N AND 23 FT W OF FLD RD AND ABANDONED RR TRACK. 1.4 FT S AND 2.0 FT E
 PN0125'OF T FE S. A STANDARD DISK STAMPED B 19 1934 AND SET IN THE TOP OF A
 PN0125'CONCRETE POST.
 PN0125
 PN0125                          STATION RECOVERY (2005)
 PN0125
 PN0125'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0125'RECOVERED IN POOR CONDITION.  THE STATION IS 1.0 M NORTHEAST OF AN
 PN0125'ORANGE FIBERGLASS WITNESS POST.  THE DISK AND CONCRETE BASE WERE
 PN0125'BADLY DAMAGED BUT THE STATION IS STABLE AND DISK IS LEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0196 ***********************************************************************
 QN0196  DESIGNATION -  B 2
 QN0196  PID         -  QN0196
 QN0196  STATE/COUNTY-  WI/RUSK
 QN0196  COUNTRY     -  US
 QN0196  USGS QUAD   -  LADYSMITH (2018)
 QN0196
 QN0196                         *CURRENT SURVEY CONTROL
 QN0196  ______________________________________________________________________
 QN0196* NAD 83(1986) POSITION- 45 27 49.2    (N) 091 05 37.9    (W)   HD_HELD2
 QN0196* NAVD 88 ORTHO HEIGHT -   352.634 (meters)     1156.93  (feet) ADJUSTED
 QN0196  ______________________________________________________________________
 QN0196  GEOID HEIGHT    -        -30.393 (meters)                     GEOID18
 QN0196  DYNAMIC HEIGHT  -        352.617 (meters)     1156.88  (feet) COMP
 QN0196  MODELED GRAVITY -    980,558.2   (mgal)                       NAVD 88
 QN0196
 QN0196  VERT ORDER      -  SECOND    CLASS I
 QN0196
 QN0196.The horizontal coordinates were established by autonomous hand held GPS
 QN0196.observations and have an estimated accuracy of +/- 10 meters.
 QN0196
 QN0196.The orthometric height was determined by differential leveling and
 QN0196.adjusted by the WI DEPT OF TRANSP
 QN0196.in May 2012.
 QN0196
 QN0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0196.GEOID18 height accuracy estimate available here.
 QN0196
 QN0196.Click photographs - Photos may exist for this station.
 QN0196
 QN0196.The dynamic height is computed by dividing the NAVD 88
 QN0196.geopotential number by the normal gravity value computed on the
 QN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0196.degrees latitude (g = 980.6199 gals.).
 QN0196
 QN0196.The modeled gravity was interpolated from observed gravity values.
 QN0196
 QN0196;                    North         East    Units  Estimated Accuracy
 QN0196;SPC WI C     -   181,744.      514,454.      MT  (+/- 10 meters HH2 GPS)
 QN0196
 QN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4901536227(NAD 83)
 QN0196
 QN0196                          SUPERSEDED SURVEY CONTROL
 QN0196
 QN0196  NAVD 88 (06/15/91)  352.628  (m)         1156.91   (f) SUPERSEDED  1 2
 QN0196  NGVD 29 (??/??/92)  352.635  (m)         1156.94   (f) ADJ UNCH    1 2
 QN0196
 QN0196.Superseded values are not recommended for survey control.
 QN0196
 QN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0196.See file dsdata.pdf to determine how the superseded data were derived.
 QN0196
 QN0196_MARKER: DB = BENCH MARK DISK
 QN0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QN0196_SP_SET: BUILDING
 QN0196_STAMPING: ELEV 1156.937 FT B 2 1922
 QN0196_MARK LOGO: CGS
 QN0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0196+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2008
 QN0196
 QN0196  HISTORY     - Date     Condition        Report By
 QN0196  HISTORY     - 1922     MONUMENTED       CGS
 QN0196  HISTORY     - 1934     GOOD             CGS
 QN0196  HISTORY     - 1979     GOOD             NGS
 QN0196  HISTORY     - 1980     GOOD             NGS
 QN0196  HISTORY     - 1985     GOOD             NGS
 QN0196  HISTORY     - 20050713 GOOD             NGS
 QN0196  HISTORY     - 20080825 GOOD             WIDT
 QN0196
 QN0196                          STATION DESCRIPTION
 QN0196
 QN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 QN0196'AT LADYSMITH.
 QN0196'AT LADYSMITH, RUSK COUNTY, AT THE INTERSECTION OF WORDEN AVENUE
 QN0196'AND EAST SIXTH STREET, IN THE SOUTH FACE OF THE BRICK HIGH
 QN0196'SCHOOL BUILDING, 1 FOOT FROM THE WEST FACE, AND 1-1/2 FEET
 QN0196'ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV. 1156.937 FT.
 QN0196'B 2 1922 AND SET VERTICALLY.
 QN0196
 QN0196                          STATION RECOVERY (1934)
 QN0196
 QN0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0196'RECOVERED IN GOOD CONDITION.
 QN0196
 QN0196                          STATION RECOVERY (1979)
 QN0196
 QN0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QN0196'RECOVERED IN GOOD CONDITION.
 QN0196
 QN0196                          STATION RECOVERY (1980)
 QN0196
 QN0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QN0196'RECOVERED IN GOOD CONDITION.
 QN0196
 QN0196                          STATION RECOVERY (1985)
 QN0196
 QN0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0196'RECOVERED IN GOOD CONDITION.
 QN0196
 QN0196                          STATION RECOVERY (2005)
 QN0196
 QN0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 QN0196'THIS IS NOW THE MIDDLE SCHOOL BLDG.  GRAVITY BASE STATION 'LADYSMITH',
 QN0196'WI 8, IS ON GROUND BELOW MARK.
 QN0196
 QN0196                          STATION RECOVERY (2008)
 QN0196
 QN0196'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 QN0196'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0175 ***********************************************************************
 PM0175  DESIGNATION -  B 20
 PM0175  PID         -  PM0175
 PM0175  STATE/COUNTY-  WI/KEWAUNEE
 PM0175  COUNTRY     -  US
 PM0175  USGS QUAD   -  LUXEMBURG (2018)
 PM0175
 PM0175                         *CURRENT SURVEY CONTROL
 PM0175  ______________________________________________________________________
 PM0175* NAD 83(1986) POSITION- 44 33 13.     (N) 087 40 25.     (W)   SCALED
 PM0175* NAVD 88 ORTHO HEIGHT -   224.285 (meters)      735.84  (feet) ADJUSTED
 PM0175  ______________________________________________________________________
 PM0175  GEOID HEIGHT    -        -36.277 (meters)                     GEOID18
 PM0175  DYNAMIC HEIGHT  -        224.256 (meters)      735.75  (feet) COMP
 PM0175  MODELED GRAVITY -    980,486.8   (mgal)                       NAVD 88
 PM0175
 PM0175  VERT ORDER      -  FIRST     CLASS II
 PM0175
 PM0175.The horizontal coordinates were scaled from a map and have
 PM0175.an estimated accuracy of +/- 6 seconds.
 PM0175
 PM0175.The orthometric height was determined by differential leveling and
 PM0175.adjusted by the NATIONAL GEODETIC SURVEY
 PM0175.in June 1991.
 PM0175
 PM0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0175.GEOID18 height accuracy estimate available here.
 PM0175
 PM0175.Click photographs - Photos may exist for this station.
 PM0175
 PM0175.The dynamic height is computed by dividing the NAVD 88
 PM0175.geopotential number by the normal gravity value computed on the
 PM0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0175.degrees latitude (g = 980.6199 gals.).
 PM0175
 PM0175.The modeled gravity was interpolated from observed gravity values.
 PM0175
 PM0175;                    North         East    Units  Estimated Accuracy
 PM0175;SPC WI C     -    82,680.      784,810.      MT  (+/- 180 meters Scaled)
 PM0175
 PM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ464335(NAD 83)
 PM0175
 PM0175                          SUPERSEDED SURVEY CONTROL
 PM0175
 PM0175  NGVD 29 (??/??/92)  224.309  (m)          735.92   (f) ADJ UNCH    1 2
 PM0175
 PM0175.Superseded values are not recommended for survey control.
 PM0175
 PM0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0175.See file dsdata.pdf to determine how the superseded data were derived.
 PM0175
 PM0175_MARKER: DB = BENCH MARK DISK
 PM0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0175_STAMPING: B 20 1934
 PM0175_MARK LOGO: CGS
 PM0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0175+STABILITY: SURFACE MOTION
 PM0175
 PM0175  HISTORY     - Date     Condition        Report By
 PM0175  HISTORY     - 1934     MONUMENTED       CGS
 PM0175  HISTORY     - 1987     POOR             USPSQD
 PM0175  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0175  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0175
 PM0175                          STATION DESCRIPTION
 PM0175
 PM0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0175'2 MI E FROM LUXEMBURG.
 PM0175'2 MILES EAST 6 RAILS WEST OF A BARN AND A CONCRETE SILO, 1 1/2
 PM0175'RAILS EAST OF MILE POST G.B.-21, 40 FT. SOUTH OF CENTER OF
 PM0175'G.B. AND W. R.R., 20 FT. WEST OF A GATE, OPPOSITE A PRIVATE
 PM0175'GRADE CROSSING, 1 FT. NORTH OF FENCE.
 PM0175
 PM0175                          STATION RECOVERY (1987)
 PM0175
 PM0175'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 PM0175'MARK RECOVERED IN POOR CONDITION.
 PM0175
 PM0175                          STATION RECOVERY (2003)
 PM0175
 PM0175'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0175'NOT FOUND.  NOTE-- 0.6 MILE SOUTH OF HIGHWAY 54 ON HILLSIDE ROAD TO
 PM0175'STATION ON THE RIGHT.  IT IS ALONG AN ABANDONED RAILROAD BED RUNNING
 PM0175'PARALLEL TO HILLSIDE ROAD.
 PM0175
 PM0175                          STATION RECOVERY (2005)
 PM0175
 PM0175'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0175'NOT FOUND.  THE CONCRETE SILO, GATE, AND RAILROAD TRACKS
 PM0175'DESCRIBED IN THE ORIGINAL DESCRIPTION HAVE ALL BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0494 ***********************************************************************
 RM0494  DESIGNATION -  B 209
 RM0494  PID         -  RM0494
 RM0494  STATE/COUNTY-  WI/DOUGLAS
 RM0494  COUNTRY     -  US
 RM0494  USGS QUAD   -  SOUTH RANGE (2018)
 RM0494
 RM0494                         *CURRENT SURVEY CONTROL
 RM0494  ______________________________________________________________________
 RM0494* NAD 83(1986) POSITION- 46 36 15.93   (N) 091 53 12.78   (W)   HD_HELD1
 RM0494* NAVD 88 ORTHO HEIGHT -   264.137 (meters)      866.59  (feet) ADJUSTED
 RM0494  ______________________________________________________________________
 RM0494  GEOID HEIGHT    -        -28.020 (meters)                     GEOID18
 RM0494  DYNAMIC HEIGHT  -        264.166 (meters)      866.68  (feet) COMP
 RM0494  MODELED GRAVITY -    980,713.4   (mgal)                       NAVD 88
 RM0494
 RM0494  VERT ORDER      -  FIRST     CLASS II
 RM0494
 RM0494.The horizontal coordinates were determined by differentially corrected
 RM0494.hand held GPS observations or other comparable positioning techniques
 RM0494.and have an estimated accuracy of +/- 3 meters.
 RM0494
 RM0494.The orthometric height was determined by differential leveling and
 RM0494.adjusted by the NATIONAL GEODETIC SURVEY
 RM0494.in June 1991.
 RM0494
 RM0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0494.GEOID18 height accuracy estimate available here.
 RM0494
 RM0494.Click photographs - Photos may exist for this station.
 RM0494
 RM0494.The dynamic height is computed by dividing the NAVD 88
 RM0494.geopotential number by the normal gravity value computed on the
 RM0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0494.degrees latitude (g = 980.6199 gals.).
 RM0494
 RM0494.The modeled gravity was interpolated from observed gravity values.
 RM0494
 RM0494;                    North         East    Units  Estimated Accuracy
 RM0494;SPC WI N     -   161,519.9     455,452.8     MT  (+/- 3 meters HH1 GPS) 
 RM0494
 RM0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8524761808(NAD 83)
 RM0494
 RM0494                          SUPERSEDED SURVEY CONTROL
 RM0494
 RM0494  NAVD 88 (07/25/13)  264.130  (m)          866.57   (f) SUPERSEDED  2 1
 RM0494
 RM0494.Superseded values are not recommended for survey control.
 RM0494
 RM0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0494.See file dsdata.pdf to determine how the superseded data were derived.
 RM0494
 RM0494_MARKER: F = FLANGE-ENCASED ROD
 RM0494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0494_STAMPING: B 209 1982
 RM0494_MARK LOGO: NGS
 RM0494_PROJECTION: FLUSH
 RM0494_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0494+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2012
 RM0494_ROD/PIPE-DEPTH: 6.0 meters
 RM0494
 RM0494  HISTORY     - Date     Condition        Report By
 RM0494  HISTORY     - 1982     MONUMENTED       NGS
 RM0494  HISTORY     - 20031030 GOOD             USPSQD
 RM0494  HISTORY     - 20041127 GOOD             USPSQD
 RM0494  HISTORY     - 20121002 GOOD             WIDT
 RM0494
 RM0494                          STATION DESCRIPTION
 RM0494
 RM0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0494'7.4 KM (4.6 MI) WEST FROM POPLAR.
 RM0494'7.4 KM (4.6 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 RM0494'POPLAR, ALSO 1.4 (0.9 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 RM0494'OF U.S. HIGHWAY 53 SOUTH, SET AT THE JUNCTION OF COUNTY ROAD U LEADING
 RM0494'NORTH TO AMNICON FALLS, 37.4 METERS (123.0 FT) NORTH OF THE CENTERLINE
 RM0494'OF U.S. HIGHWAY 2, 11.8 METERS (39.0 FT) EAST OF THE CENTERLINE OF
 RM0494'COUNTY ROAD U, 27.1 METERS (89.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 RM0494'CORNER OF A HOUSE, 0.4 METER (1.5 FT) SOUTH OF A POWERLINE POLE WITH A
 RM0494'TRANSFORMER AND A GUY WIRE, 7.9 METERS (26.0 FT) NORTH OF A GUY WIRE
 RM0494'ANCHOR, 20.4 METERS (67.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 RM0494'GARAGE.
 RM0494'THE MARK IS 0.3 M BELOW HIGHWAY.
 RM0494
 RM0494                          STATION RECOVERY (2003)
 RM0494
 RM0494'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0494'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3 FEET SOUTH OF
 RM0494'BURIED CABLE JUNCTION BOX NUMBER --L193-1--, 3 FEET SOUTH OF A UTILITY
 RM0494'POLE WITH A TRANSFORMER AND 1 GUY WIRE, AND 2.2 FEET NORTH OF A METAL
 RM0494'POST WITH FIRE NUMBER --4384S-- ATTACHED.
 RM0494
 RM0494                          STATION RECOVERY (2004)
 RM0494
 RM0494'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0494'RECOVERED IN GOOD CONDITION.
 RM0494
 RM0494                          STATION RECOVERY (2012)
 RM0494
 RM0494'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0494'THE STATION IS 4.5 M (14.8 FT) EAST-NORTHEAST OF A --WEIGHT LIMIT 40
 RM0494'TONS-- SIGN AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 RM0494'WHITE PLASTIC WITNESS POSTS.
 RM0494'
 RM0494'NOTE-THE STATION IS 0.4 M (1.3 FT) SOUTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0064 ***********************************************************************
 PM0064  DESIGNATION -  B 21
 PM0064  PID         -  PM0064
 PM0064  STATE/COUNTY-  WI/DOOR
 PM0064  COUNTRY     -  US
 PM0064  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0064
 PM0064                         *CURRENT SURVEY CONTROL
 PM0064  ______________________________________________________________________
 PM0064* NAD 83(1986) POSITION- 44 51 58.     (N) 087 20 17.     (W)   SCALED
 PM0064* NAVD 88 ORTHO HEIGHT -   205.320 (meters)      673.62  (feet) ADJUSTED
 PM0064  ______________________________________________________________________
 PM0064  GEOID HEIGHT    -        -36.827 (meters)                     GEOID18
 PM0064  DYNAMIC HEIGHT  -        205.300 (meters)      673.56  (feet) COMP
 PM0064  MODELED GRAVITY -    980,517.5   (mgal)                       NAVD 88
 PM0064
 PM0064  VERT ORDER      -  FIRST     CLASS II
 PM0064
 PM0064.The horizontal coordinates were scaled from a map and have
 PM0064.an estimated accuracy of +/- 6 seconds.
 PM0064
 PM0064.The orthometric height was determined by differential leveling and
 PM0064.adjusted by the NATIONAL GEODETIC SURVEY
 PM0064.in June 1991.
 PM0064
 PM0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0064.GEOID18 height accuracy estimate available here.
 PM0064
 PM0064.Click photographs - Photos may exist for this station.
 PM0064
 PM0064.The dynamic height is computed by dividing the NAVD 88
 PM0064.geopotential number by the normal gravity value computed on the
 PM0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0064.degrees latitude (g = 980.6199 gals.).
 PM0064
 PM0064.The modeled gravity was interpolated from observed gravity values.
 PM0064
 PM0064;                    North         East    Units  Estimated Accuracy
 PM0064;SPC WI C     -   118,210.      810,320.      MT  (+/- 180 meters Scaled)
 PM0064
 PM0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ732681(NAD 83)
 PM0064
 PM0064                          SUPERSEDED SURVEY CONTROL
 PM0064
 PM0064  NGVD 29 (??/??/92)  205.351  (m)          673.72   (f) ADJ UNCH    1 2
 PM0064
 PM0064.Superseded values are not recommended for survey control.
 PM0064
 PM0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0064.See file dsdata.pdf to determine how the superseded data were derived.
 PM0064
 PM0064_MARKER: DB = BENCH MARK DISK
 PM0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0064_STAMPING: B 21 1934
 PM0064_MARK LOGO: CGS
 PM0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0064+STABILITY: SURFACE MOTION
 PM0064
 PM0064  HISTORY     - Date     Condition        Report By
 PM0064  HISTORY     - 1934     MONUMENTED       CGS
 PM0064  HISTORY     - 1952     GOOD             WIHD
 PM0064  HISTORY     - 20050728 MARK NOT FOUND   WIDT
 PM0064
 PM0064                          STATION DESCRIPTION
 PM0064
 PM0064'DESCRIBED BY WI HIGHWAY DEPT 1952
 PM0064'2.8 MI N FROM STURGEON BAY.
 PM0064'2.8 MILES NORTH ALONG STATE HIGHWAY 42 FROM STURGEON BAY, DOOR
 PM0064'COUNTY, 0.3 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 57, 74
 PM0064'FEET EAST OF A BARN ON THE PROPERTY OF J. TOMIANOVICH, 25 FEET WEST
 PM0064'OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET NORTHWEST OF A
 PM0064'POLE.  A STANDARD DISK, STAMPED B 21 1934 AND SET IN THE TOP OF A
 PM0064'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 PM0064
 PM0064                          STATION RECOVERY (2005)
 PM0064
 PM0064'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0064'NOT FOUND.  ADD THE STATION WAS PROBABLY LOST DUE TO CONSTRUCTION DONE
 PM0064'TO STATE HIGHWAY 42.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1428 ***********************************************************************
 RL1428  DESIGNATION -  B 212
 RL1428  PID         -  RL1428
 RL1428  STATE/COUNTY-  WI/VILAS
 RL1428  COUNTRY     -  US
 RL1428  USGS QUAD   -  MANITOWISH LAKE (2018)
 RL1428
 RL1428                         *CURRENT SURVEY CONTROL
 RL1428  ______________________________________________________________________
 RL1428* NAD 83(1986) POSITION- 46 07 08.04   (N) 089 50 48.40   (W)   HD_HELD1
 RL1428* NAVD 88 ORTHO HEIGHT -   491.558 (meters)     1612.72  (feet) ADJUSTED
 RL1428  ______________________________________________________________________
 RL1428  GEOID HEIGHT    -        -30.827 (meters)                     GEOID18
 RL1428  DYNAMIC HEIGHT  -        491.553 (meters)     1612.70  (feet) COMP
 RL1428  MODELED GRAVITY -    980,589.3   (mgal)                       NAVD 88
 RL1428
 RL1428  VERT ORDER      -  FIRST     CLASS II
 RL1428
 RL1428.The horizontal coordinates were determined by differentially corrected
 RL1428.hand held GPS observations or other comparable positioning techniques
 RL1428.and have an estimated accuracy of +/- 3 meters.
 RL1428
 RL1428.The orthometric height was determined by differential leveling and
 RL1428.adjusted by the NATIONAL GEODETIC SURVEY
 RL1428.in June 1991.
 RL1428
 RL1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1428.GEOID18 height accuracy estimate available here.
 RL1428
 RL1428.Click photographs - Photos may exist for this station.
 RL1428
 RL1428.The dynamic height is computed by dividing the NAVD 88
 RL1428.geopotential number by the normal gravity value computed on the
 RL1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1428.degrees latitude (g = 980.6199 gals.).
 RL1428
 RL1428.The modeled gravity was interpolated from observed gravity values.
 RL1428
 RL1428;                    North         East    Units  Estimated Accuracy
 RL1428;SPC WI N     -   105,846.6     611,843.0     MT  (+/- 3 meters HH1 GPS) 
 RL1428
 RL1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8004311198(NAD 83)
 RL1428
 RL1428                          SUPERSEDED SURVEY CONTROL
 RL1428
 RL1428  NAVD 88 (07/25/13)  491.580  (m)         1612.79   (f) SUPERSEDED  2 1
 RL1428
 RL1428.Superseded values are not recommended for survey control.
 RL1428
 RL1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1428.See file dsdata.pdf to determine how the superseded data were derived.
 RL1428
 RL1428_MARKER: F = FLANGE-ENCASED ROD
 RL1428_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RL1428_STAMPING: B 212 1982
 RL1428_MARK LOGO: NGS
 RL1428_PROJECTION: RECESSED 3 CENTIMETERS
 RL1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1428+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2013
 RL1428_ROD/PIPE-DEPTH: 17.1 meters
 RL1428_SLEEVE-DEPTH  : 6.1 meters
 RL1428
 RL1428  HISTORY     - Date     Condition        Report By
 RL1428  HISTORY     - 1982     MONUMENTED       NGS
 RL1428  HISTORY     - 20050920 GOOD             WIDT
 RL1428  HISTORY     - 20061109 GOOD             USPSQD
 RL1428  HISTORY     - 20121107 GOOD             WIDT
 RL1428  HISTORY     - 20131107 GOOD             WI-125
 RL1428
 RL1428                          STATION DESCRIPTION
 RL1428
 RL1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RL1428'19.3 KM (12.0 MI) SOUTH FROM MERCER.
 RL1428'19.3 KM (12.0 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RL1428'STATE ROUTE J LEADING EAST IN MERCER, ALSO 33.0 KM (20.5 MI) NORTHWEST
 RL1428'ALONG U.S. HIGHWAY 51 FROM STATE HIGHWAY 47 IN WOODRUFF, SET IN THE
 RL1428'LAWN AND BEHIND THE OUR LADY QUEEN OF PEACE CATHOLIC CHURCH SIGN,
 RL1428'37.8 METERS (124.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RL1428'20.4 METERS (67.0 FT) EAST OF THE CENTER OF BIRCH HILL ROAD,
 RL1428'29.9 METERS (98.0 FT) WEST OF THE CENTER OF TWO DOORS AT THE MAIN
 RL1428'ENTRANCE TO THE CHURCH, 38.1 METERS (125.0 FT) SOUTHWEST OF THE
 RL1428'NORTHERNMOST NORTHWEST CORNER OF THE CHURCH, 2.1 METERS (7.0 FT)
 RL1428'NORTHEAST OF THE NORTHWEST CORNER OF THE FOUNDATION SUPPORTING THE
 RL1428'CHURCH SIGN, 1.8 METERS (6.0 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 RL1428'THE FOUNDATION, AND 1.2 METERS (4.0 FT) NORTH OF THE NORTH FACE OF THE
 RL1428'FOUNDATION.
 RL1428'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RL1428
 RL1428                          STATION RECOVERY (2005)
 RL1428
 RL1428'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1428'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 1.2 M NORTHWEST OF AN
 RL1428'ORANGE FIBERGLASS WITNESS POST SET AGAINST THE EAST LEG OF THE CHURCH
 RL1428'SIGN.
 RL1428
 RL1428                          STATION RECOVERY (2006)
 RL1428
 RL1428'RECOVERY NOTE BY US POWER SQUADRON 2006
 RL1428'RECOVERED IN GOOD CONDITION.
 RL1428
 RL1428                          STATION RECOVERY (2012)
 RL1428
 RL1428'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RL1428'RECOVERED IN GOOD CONDITION.
 RL1428
 RL1428                          STATION RECOVERY (2013)
 RL1428
 RL1428'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2013 (ARJ)
 RL1428'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0550 ***********************************************************************
 RM0550  DESIGNATION -  B 213
 RM0550  PID         -  RM0550
 RM0550  STATE/COUNTY-  WI/BAYFIELD
 RM0550  COUNTRY     -  US
 RM0550  USGS QUAD   -  MOQUAH (2018)
 RM0550
 RM0550                         *CURRENT SURVEY CONTROL
 RM0550  ______________________________________________________________________
 RM0550* NAD 83(1986) POSITION- 46 31 50.95   (N) 091 05 33.19   (W)   HD_HELD1
 RM0550* NAVD 88 ORTHO HEIGHT -   269.984 (meters)      885.77  (feet) ADJUSTED
 RM0550  ______________________________________________________________________
 RM0550  GEOID HEIGHT    -        -30.830 (meters)                     GEOID18
 RM0550  DYNAMIC HEIGHT  -        269.992 (meters)      885.80  (feet) COMP
 RM0550  MODELED GRAVITY -    980,638.0   (mgal)                       NAVD 88
 RM0550
 RM0550  VERT ORDER      -  FIRST     CLASS II
 RM0550
 RM0550.The horizontal coordinates were determined by differentially corrected
 RM0550.hand held GPS observations or other comparable positioning techniques
 RM0550.and have an estimated accuracy of +/- 3 meters.
 RM0550
 RM0550.The orthometric height was determined by differential leveling and
 RM0550.adjusted by the NATIONAL GEODETIC SURVEY
 RM0550.in June 1991.
 RM0550
 RM0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0550.GEOID18 height accuracy estimate available here.
 RM0550
 RM0550.Click photographs - Photos may exist for this station.
 RM0550
 RM0550.The dynamic height is computed by dividing the NAVD 88
 RM0550.geopotential number by the normal gravity value computed on the
 RM0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0550.degrees latitude (g = 980.6199 gals.).
 RM0550
 RM0550.The modeled gravity was interpolated from observed gravity values.
 RM0550
 RM0550;                    North         East    Units  Estimated Accuracy
 RM0550;SPC WI N     -   152,197.4     516,185.8     MT  (+/- 3 meters HH1 GPS) 
 RM0550
 RM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4627754795(NAD 83)
 RM0550
 RM0550                          SUPERSEDED SURVEY CONTROL
 RM0550
 RM0550.No superseded survey control is available for this station.
 RM0550
 RM0550_MARKER: I = METAL ROD
 RM0550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0550_STAMPING: B 213 1982
 RM0550_MARK LOGO: NGS
 RM0550_PROJECTION: FLUSH
 RM0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0550+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 RM0550_ROD/PIPE-DEPTH: 4.8 meters
 RM0550
 RM0550  HISTORY     - Date     Condition        Report By
 RM0550  HISTORY     - 1982     MONUMENTED       NGS
 RM0550  HISTORY     - 20011018 GOOD             USPSQD
 RM0550  HISTORY     - 20091027 POOR             WIDT
 RM0550
 RM0550                          STATION DESCRIPTION
 RM0550
 RM0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0550'18.6 KM (11.55 MI) WEST FROM ASHLAND.
 RM0550'18.6 KM (11.55 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0550'ASHLAND, SET NEAR A FENCE AT A ROAD JUNCTION, 40.2 METERS (132.0 FT)
 RM0550'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.8 METERS (42.0 FT) EAST OF
 RM0550'THE CENTER OF TOWNHALL ROAD LEADING SOUTH, 6.7 METERS (22.0 FT) SOUTH
 RM0550'OF THE CENTER OF TOWNHALL ROAD LEADING EAST, 0.6 METER (2.0 FT)
 RM0550'NORTHEAST OF A CONCRETE FENCE POST, 0.3 METER (1.0 FT) NORTH OF A
 RM0550'FENCE.
 RM0550'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RM0550'THE MARK IS 0.3 M ABOVE GRAVEL ROAD.
 RM0550
 RM0550                          STATION RECOVERY (2001)
 RM0550
 RM0550'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 RM0550'TOWNHALL ROAD RENAMED TO KLOBCHER ROAD.
 RM0550
 RM0550                          STATION RECOVERY (2009)
 RM0550
 RM0550'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (CAK)
 RM0550'RECOVERED IN POOR CONDITION.  THE CASING HAS HEAVED TO THE NORTH AND
 RM0550'IS RESTING AGAINST THE ROD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0583 ***********************************************************************
 RM0583  DESIGNATION -  B 214
 RM0583  PID         -  RM0583
 RM0583  STATE/COUNTY-  WI/ASHLAND
 RM0583  COUNTRY     -  US
 RM0583  USGS QUAD   -  CEDAR (2018)
 RM0583
 RM0583                         *CURRENT SURVEY CONTROL
 RM0583  ______________________________________________________________________
 RM0583* NAD 83(1986) POSITION- 46 33 27.9    (N) 090 36 21.2    (W)   HD_HELD2
 RM0583* NAVD 88 ORTHO HEIGHT -   235.373 (meters)      772.22  (feet) ADJUSTED
 RM0583  ______________________________________________________________________
 RM0583  GEOID HEIGHT    -        -31.558 (meters)                     GEOID18
 RM0583  DYNAMIC HEIGHT  -        235.382 (meters)      772.25  (feet) COMP
 RM0583  MODELED GRAVITY -    980,649.8   (mgal)                       NAVD 88
 RM0583
 RM0583  VERT ORDER      -  FIRST     CLASS II
 RM0583
 RM0583.The horizontal coordinates were established by autonomous hand held GPS
 RM0583.observations and have an estimated accuracy of +/- 10 meters.
 RM0583
 RM0583.The orthometric height was determined by differential leveling and
 RM0583.adjusted by the NATIONAL GEODETIC SURVEY
 RM0583.in June 1991.
 RM0583
 RM0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0583.GEOID18 height accuracy estimate available here.
 RM0583
 RM0583.Click photographs - Photos may exist for this station.
 RM0583
 RM0583.The dynamic height is computed by dividing the NAVD 88
 RM0583.geopotential number by the normal gravity value computed on the
 RM0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0583.degrees latitude (g = 980.6199 gals.).
 RM0583
 RM0583.The modeled gravity was interpolated from observed gravity values.
 RM0583
 RM0583;                    North         East    Units  Estimated Accuracy
 RM0583;SPC WI N     -   154,792.      553,542.      MT  (+/- 10 meters HH2 GPS)
 RM0583
 RM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8350758804(NAD 83)
 RM0583
 RM0583                          SUPERSEDED SURVEY CONTROL
 RM0583
 RM0583  NAVD 88 (07/25/13)  235.393  (m)          772.29   (f) SUPERSEDED  2 1
 RM0583
 RM0583.Superseded values are not recommended for survey control.
 RM0583
 RM0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0583.See file dsdata.pdf to determine how the superseded data were derived.
 RM0583
 RM0583_MARKER: F = FLANGE-ENCASED ROD
 RM0583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0583_STAMPING: B 214 1982
 RM0583_MARK LOGO: NGS
 RM0583_PROJECTION: FLUSH
 RM0583_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0583+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 RM0583_ROD/PIPE-DEPTH: 6.0 meters
 RM0583
 RM0583  HISTORY     - Date     Condition        Report By
 RM0583  HISTORY     - 1982     MONUMENTED       NGS
 RM0583  HISTORY     - 19970626 GOOD             USPSQD
 RM0583  HISTORY     - 20020616 GOOD             USPSQD
 RM0583  HISTORY     - 20031221 GOOD             USPSQD
 RM0583  HISTORY     - 20120607 GOOD             WIDT
 RM0583
 RM0583                          STATION DESCRIPTION
 RM0583
 RM0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0583'9.6 KM (6.0 MI) SE FROM ODANAH.
 RM0583'9.6 KM (6.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RM0583'COUNTY ROAD A IN ODANAH, SET AT A POWERLINE POLE, BEFORE GOING UP A
 RM0583'GRADE ON THE HIGHWAY, 26.5 METERS (87.0 FT) SOUTHWEST OF THE
 RM0583'CENTERLINE OF THE HIGHWAY, AND 0.6 METER (2.0 FT) NORTHEAST OF A
 RM0583'POWERLINE POLE.  NOTE, ROD WAS DRIVEN TO REFUSAL.
 RM0583'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RM0583'THE MARK IS 0.3 M BELOW HIGHWAY.
 RM0583
 RM0583                          STATION RECOVERY (1997)
 RM0583
 RM0583'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0583'RECOVERED IN GOOD CONDITION.
 RM0583
 RM0583                          STATION RECOVERY (2002)
 RM0583
 RM0583'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0583'RECOVERED IN GOOD CONDITION.
 RM0583
 RM0583                          STATION RECOVERY (2003)
 RM0583
 RM0583'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0583'STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT
 RM0583'0.4 MILE WEST OF MOCCASIN DR. AND ABOUT 15 FEET WEST OF AN ORANGE OVER
 RM0583'WHITE BURIED CABLE CYLINDRICAL PLASTIC POST.
 RM0583
 RM0583                          STATION RECOVERY (2012)
 RM0583
 RM0583'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0583'THE STATION IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 RM0583'WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0471 ***********************************************************************
 QM0471  DESIGNATION -  B 216
 QM0471  PID         -  QM0471
 QM0471  STATE/COUNTY-  WI/ONEIDA
 QM0471  COUNTRY     -  US
 QM0471  USGS QUAD   -  LAKE TOMAHAWK (2018)
 QM0471
 QM0471                         *CURRENT SURVEY CONTROL
 QM0471  ______________________________________________________________________
 QM0471* NAD 83(1986) POSITION- 45 48 54.99   (N) 089 35 39.47   (W)   HD_HELD1
 QM0471* NAVD 88 ORTHO HEIGHT -   497.761 (meters)     1633.07  (feet) ADJUSTED
 QM0471  ______________________________________________________________________
 QM0471  GEOID HEIGHT    -        -31.422 (meters)                     GEOID18
 QM0471  DYNAMIC HEIGHT  -        497.740 (meters)     1633.00  (feet) COMP
 QM0471  MODELED GRAVITY -    980,557.8   (mgal)                       NAVD 88
 QM0471
 QM0471  VERT ORDER      -  FIRST     CLASS II
 QM0471
 QM0471.The horizontal coordinates were determined by differentially corrected
 QM0471.hand held GPS observations or other comparable positioning techniques
 QM0471.and have an estimated accuracy of +/- 3 meters.
 QM0471
 QM0471.The orthometric height was determined by differential leveling and
 QM0471.adjusted by the NATIONAL GEODETIC SURVEY
 QM0471.in June 1991.
 QM0471
 QM0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0471.GEOID18 height accuracy estimate available here.
 QM0471
 QM0471.Click photographs - Photos may exist for this station.
 QM0471
 QM0471.The dynamic height is computed by dividing the NAVD 88
 QM0471.geopotential number by the normal gravity value computed on the
 QM0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0471.degrees latitude (g = 980.6199 gals.).
 QM0471
 QM0471.The modeled gravity was interpolated from observed gravity values.
 QM0471
 QM0471;                    North         East    Units  Estimated Accuracy
 QM0471;SPC WI N     -    72,169.2     631,530.2     MT  (+/- 3 meters HH1 GPS) 
 QM0471
 QM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9845176796(NAD 83)
 QM0471
 QM0471                          SUPERSEDED SURVEY CONTROL
 QM0471
 QM0471  NAVD 88 (03/19/14)  497.795  (m)         1633.18   (f) SUPERSEDED  2 1
 QM0471
 QM0471.Superseded values are not recommended for survey control.
 QM0471
 QM0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0471.See file dsdata.pdf to determine how the superseded data were derived.
 QM0471
 QM0471_MARKER: F = FLANGE-ENCASED ROD
 QM0471_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QM0471_STAMPING: B 216 1982
 QM0471_MARK LOGO: NGS
 QM0471_PROJECTION: RECESSED 3 CENTIMETERS
 QM0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0471+STABILITY: POSITION/ELEVATION WELL
 QM0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0471+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2013
 QM0471_ROD/PIPE-DEPTH: 14.6 meters
 QM0471_SLEEVE-DEPTH  : 6.0 meters
 QM0471
 QM0471  HISTORY     - Date     Condition        Report By
 QM0471  HISTORY     - 1982     MONUMENTED       NGS
 QM0471  HISTORY     - 20030711 GOOD             USPSQD
 QM0471  HISTORY     - 20050922 GOOD             WIDT
 QM0471  HISTORY     - 20131017 GOOD             WIDT
 QM0471
 QM0471                          STATION DESCRIPTION
 QM0471
 QM0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0471'IN LAKE TOMAHAWK.
 QM0471'IN LAKE TOMAHAWK, SET IN THE LAWN AT THE NORTHEAST CORNER OF THE FIRST
 QM0471'NATIONAL BANK OF RHINELANDER, LOCATED AT THE JUNCTION OF STATE HIGHWAY
 QM0471'47 AND COUNTY ROAD D, 15.8 METERS (52.0 FT) SOUTHWEST OF THE
 QM0471'CENTERLINE OF THE HIGHWAY, 29.2 METERS (96.0 FT) NORTH-NORTHWEST OF
 QM0471'THE EXTENDED CENTER OF COUNTY ROAD D AND RAINBOW STREET, 2.7 METERS
 QM0471'(9.0 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE BANK BUILDING,
 QM0471'5.4 METERS (18.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE NORTH
 QM0471'DRIVEWAY LEADING TO THE DRIVE IN WINDOW OF THE BANK, AND 2.0 METERS
 QM0471'(6.5 FT) NORTH OF THE NORTH FACE OF THE BANK BUILDING.
 QM0471'THE MARK IS 0.3 M ABOVE HIGHWAY.
 QM0471
 QM0471                          STATION RECOVERY (2003)
 QM0471
 QM0471'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0471'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 6.6 FEET WEST OF
 QM0471'THE WESTERN EDGE OF A SIDEWALK PARALLEL TO THE HIGHWAY, 1 INCH BELOW
 QM0471'GROUND LEVEL.  NOTE-- THE BANK IS NOW NAMED MID BANK WISCONSIN.
 QM0471
 QM0471                          STATION RECOVERY (2005)
 QM0471
 QM0471'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0471'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0471
 QM0471                          STATION RECOVERY (2013)
 QM0471
 QM0471'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0471'RECOVERED IN GOOD CONDITION.
 QM0471'
 QM0471'NOTE-THE BUILDING HAS SINCE BEEN REPURPOSED AND IS NO LONGER OCCUPIED
 QM0471'BY A BANK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0757 ***********************************************************************
 PN0757  DESIGNATION -  B 218
 PN0757  PID         -  PN0757
 PN0757  STATE/COUNTY-  WI/WAUPACA
 PN0757  COUNTRY     -  US
 PN0757  USGS QUAD   -  WAUPACA (2018)
 PN0757
 PN0757                         *CURRENT SURVEY CONTROL
 PN0757  ______________________________________________________________________
 PN0757* NAD 83(1986) POSITION- 44 21 29.79   (N) 089 05 53.03   (W)   HD_HELD1
 PN0757* NAVD 88 ORTHO HEIGHT -   280.783 (meters)      921.20  (feet) ADJUSTED
 PN0757  ______________________________________________________________________
 PN0757  GEOID HEIGHT    -        -36.395 (meters)                     GEOID18
 PN0757  DYNAMIC HEIGHT  -        280.734 (meters)      921.04  (feet) COMP
 PN0757  MODELED GRAVITY -    980,436.2   (mgal)                       NAVD 88
 PN0757
 PN0757  VERT ORDER      -  SECOND    CLASS I
 PN0757
 PN0757.The horizontal coordinates were determined by differentially corrected
 PN0757.hand held GPS observations or other comparable positioning techniques
 PN0757.and have an estimated accuracy of +/- 3 meters.
 PN0757
 PN0757.The orthometric height was determined by differential leveling and
 PN0757.adjusted by the WI DEPT OF TRANSP
 PN0757.in May 2012.
 PN0757
 PN0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0757.GEOID18 height accuracy estimate available here.
 PN0757
 PN0757.Click photographs - Photos may exist for this station.
 PN0757
 PN0757.The dynamic height is computed by dividing the NAVD 88
 PN0757.geopotential number by the normal gravity value computed on the
 PN0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0757.degrees latitude (g = 980.6199 gals.).
 PN0757
 PN0757.The modeled gravity was interpolated from observed gravity values.
 PN0757
 PN0757;                    North         East    Units  Estimated Accuracy
 PN0757;SPC WI C     -    58,729.8     671,901.3     MT  (+/- 3 meters HH1 GPS) 
 PN0757
 PN0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3280413807(NAD 83)
 PN0757
 PN0757                          SUPERSEDED SURVEY CONTROL
 PN0757
 PN0757  NAVD 88 (04/20/07)  280.756  (m)          921.11   (f) SUPERSEDED  2 1
 PN0757  NAVD 88 (06/15/91)  280.745  (m)          921.08   (f) SUPERSEDED  1 2
 PN0757
 PN0757.Superseded values are not recommended for survey control.
 PN0757
 PN0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0757.See file dsdata.pdf to determine how the superseded data were derived.
 PN0757
 PN0757_MARKER: F = FLANGE-ENCASED ROD
 PN0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0757_STAMPING: B 218 1985
 PN0757_MARK LOGO: NGS
 PN0757_PROJECTION: RECESSED 2 CENTIMETERS
 PN0757_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0757+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 PN0757_ROD/PIPE-DEPTH: 6.10 meters
 PN0757
 PN0757  HISTORY     - Date     Condition        Report By
 PN0757  HISTORY     - 1985     MONUMENTED       NGS
 PN0757  HISTORY     - 20021223 GOOD             USPSQD
 PN0757  HISTORY     - 20030226 GOOD             WIDT
 PN0757  HISTORY     - 20040328 GOOD             USPSQD
 PN0757  HISTORY     - 20051018 GOOD             WIDT
 PN0757  HISTORY     - 20071129 GOOD             WIDT
 PN0757  HISTORY     - 20081008 GOOD             GEOSPC
 PN0757
 PN0757                          STATION DESCRIPTION
 PN0757
 PN0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0757'IN WAUPACA.
 PN0757'IN WAUPACA, AT THE INTERSECTION OF FULTON STREET AND HILLCREST DRIVE,
 PN0757'37.8 M (124.0 FT) NORTH OF THE CENTERLINE OF THE STREET, 16.7 M (54.8
 PN0757'FT) NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO 700 HILLCREST
 PN0757'DRIVE, 7.8 M (25.6 FT) NORTHWEST OF THE CENTER OF THE DRIVE, AND 0.9 M
 PN0757'(3.0 FT) SOUTHWEST OF UTILITY POLE NUMBER 53EE5 WITH 2 GUY WIRES.
 PN0757'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0757'THE MARK IS 0.9 METERS  SW FROM  A WITNESS POST
 PN0757'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 PN0757
 PN0757                          STATION RECOVERY (2002)
 PN0757
 PN0757'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0757'RECOVERED IN GOOD CONDITION.  ADD-- THE UTILITY POLE SUPPORTS A STREET
 PN0757'LIGHT. THE STATION IS 1.3 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 PN0757'CONCRETE SIDEWALK, 3 INCHES UNDER GROUND LEVEL.
 PN0757
 PN0757                          STATION RECOVERY (2003)
 PN0757
 PN0757'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0757'OWNERSHIP--CITY OF WAUPACA.  TO REACH THE STATION FROM THE JUNCTION OF
 PN0757'US HIGHWAY 10 WITH STATE HIGHWAY 54 WITH STATE HIGHWAY 49 (FULTON
 PN0757'STREET), IN THE CITY OF WAUPACA, GO EAST ON STATE HIGHWAY 54 AND STATE
 PN0757'HIGHWAY 49 (FULTON STREET) FOR 0.9 MI (1.45 KM) TO HILLCREST DRIVE ON
 PN0757'THE LEFT, TURN LEFT AND GO NORTH THEN EAST ON HILLCREST DRIVE FOR 0.01
 PN0757'MI (0.02 KM) TO THE STATION ON THE LEFT.  THE STATION IS NATIONAL
 PN0757'GEODETIC SURVEY STAINLESS STEEL ROD WITHOUT A SLEEVE ABOUT LEVEL WITH
 PN0757'THE STREET PAVEMENT.  THE STATION IS 37.8 M (124.0 FT) NORTH OF THE
 PN0757'CENTERLINE OF STATE HIGHWAYS 54 AND 49 (FULTON STREET), 7.8 M (25.6
 PN0757'FT) NORTH OF THE CENTERLINE OF HILLCREST DRIVE, 1.9 M (6.2 FT) NORTH
 PN0757'OF THE BACK OF THE CURB AND GUTTER, 0.9 M (3.0 FT) SOUTHWEST OF A
 PN0757'POWER POLE --53EE5--, 0.4 M (1.3 FT) SOUTH OF SOUTHERN EDGE OF THE
 PN0757'SIDEWALK, AND 0.9 M (3.0 FT) SOUTHWEST OF AN ORANGE PLASTIC WITNESS
 PN0757'POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 PN0757'TO TREES EXTENDING TO 80 DEGREES IN THE NORTHWEST AND NORTHEAST
 PN0757'QUADRANTS AND A POWER POLE TO THE EAST EXTENDING TO 80 DEGREES.
 PN0757
 PN0757                          STATION RECOVERY (2004)
 PN0757
 PN0757'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0757'RECOVERED IN GOOD CONDITION.
 PN0757
 PN0757                          STATION RECOVERY (2005)
 PN0757
 PN0757'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (EPS)
 PN0757'RECOVERED IN GOOD CONDITION.
 PN0757
 PN0757                          STATION RECOVERY (2007)
 PN0757
 PN0757'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 PN0757'RECOVERED IN GOOD CONDITION.  NOTE1-- IN THE 2003 DESCRIPTION, THE
 PN0757'STATION IS 7.8 M NORTHWEST (NOT NORTH) OF THE CENTERLINE OF HILLCREST
 PN0757'DRIVE.  NOTE2-- THE MONUMENT IS RECESSED 10 CM BELOW GROUND LEVEL.
 PN0757
 PN0757                          STATION RECOVERY (2008)
 PN0757
 PN0757'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2008 (DJH)
 PN0757'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0730 ***********************************************************************
 PN0730  DESIGNATION -  B 219
 PN0730  PID         -  PN0730
 PN0730  STATE/COUNTY-  WI/OUTAGAMIE
 PN0730  COUNTRY     -  US
 PN0730  USGS QUAD   -  SHIOCTON (2018)
 PN0730
 PN0730                         *CURRENT SURVEY CONTROL
 PN0730  ______________________________________________________________________
 PN0730* NAD 83(1986) POSITION- 44 26 52.4    (N) 088 34 16.4    (W)   HD_HELD2
 PN0730* NAVD 88 ORTHO HEIGHT -   233.433 (meters)      765.85  (feet) ADJUSTED
 PN0730  ______________________________________________________________________
 PN0730  GEOID HEIGHT    -        -36.363 (meters)                     GEOID18
 PN0730  DYNAMIC HEIGHT  -        233.399 (meters)      765.74  (feet) COMP
 PN0730  MODELED GRAVITY -    980,463.3   (mgal)                       NAVD 88
 PN0730
 PN0730  VERT ORDER      -  SECOND    CLASS I
 PN0730
 PN0730.The horizontal coordinates were established by autonomous hand held GPS
 PN0730.observations and have an estimated accuracy of +/- 10 meters.
 PN0730
 PN0730.The orthometric height was determined by differential leveling and
 PN0730.adjusted by the WI DEPT OF TRANSP
 PN0730.in May 2012.
 PN0730
 PN0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0730.GEOID18 height accuracy estimate available here.
 PN0730
 PN0730.Click photographs - Photos may exist for this station.
 PN0730
 PN0730.The dynamic height is computed by dividing the NAVD 88
 PN0730.geopotential number by the normal gravity value computed on the
 PN0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0730.degrees latitude (g = 980.6199 gals.).
 PN0730
 PN0730.The modeled gravity was interpolated from observed gravity values.
 PN0730
 PN0730;                    North         East    Units  Estimated Accuracy
 PN0730;SPC WI C     -    69,289.      713,722.      MT  (+/- 10 meters HH2 GPS)
 PN0730
 PN0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7497922821(NAD 83)
 PN0730
 PN0730                          SUPERSEDED SURVEY CONTROL
 PN0730
 PN0730  NAVD 88 (04/20/07)  233.406  (m)          765.77   (f) SUPERSEDED  2 1
 PN0730  NAVD 88 (06/15/91)  233.413  (m)          765.79   (f) SUPERSEDED  1 2
 PN0730
 PN0730.Superseded values are not recommended for survey control.
 PN0730
 PN0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0730.See file dsdata.pdf to determine how the superseded data were derived.
 PN0730
 PN0730_MARKER: F = FLANGE-ENCASED ROD
 PN0730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0730_STAMPING: B 219 1985
 PN0730_MARK LOGO: NGS
 PN0730_PROJECTION: PROJECTING 2 CENTIMETERS
 PN0730_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0730+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 PN0730_ROD/PIPE-DEPTH: 11.0 meters
 PN0730
 PN0730  HISTORY     - Date     Condition        Report By
 PN0730  HISTORY     - 1985     MONUMENTED       NGS
 PN0730  HISTORY     - 20000802 GOOD             WIDT
 PN0730  HISTORY     - 20011103 GOOD             USPSQD
 PN0730  HISTORY     - 20030611 GOOD             USPSQD
 PN0730  HISTORY     - 20050712 GOOD             WIDT
 PN0730  HISTORY     - 20061011 GOOD             USPSQD
 PN0730  HISTORY     - 20120705 GOOD             WIDT
 PN0730
 PN0730                          STATION DESCRIPTION
 PN0730
 PN0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0730'IN SHIOCTON.
 PN0730'IN SHIOCTON, AT THE INTERSECTION OF HAMLIN STREET AND REXFORD AVENUE,
 PN0730'33.2 M (108.9 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE AVENUE,
 PN0730'13.0 M (42.7 FT) WEST OF THE CENTERLINE OF THE STREET, 9.6 M (31.5 FT)
 PN0730'NORTH-NORTHEAST OF THE NORTHWEST END OF A 54-INCH PIPE CULVERT, AND
 PN0730'1.0 M (3.3 FT) NORTH-NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO
 PN0730'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0730'THE MARK IS 1.0 METERS  NNE FROM  A WITNESS POST
 PN0730'THE MARK IS ABOVE LEVEL WITH THE STREET.
 PN0730
 PN0730                          STATION RECOVERY (2000)
 PN0730
 PN0730'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0730'THE STATION WAS RECOVERED AS DESCRIBED, ---NOTE---THIS STATION IS
 PN0730'OBSTRUCTED BY A POWER POLE EXTENDING TO 90 DEGREES ABOVE THE HORIZON.
 PN0730
 PN0730                          STATION RECOVERY (2001)
 PN0730
 PN0730'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0730'MARK HAS WITNESS POST IN FRONT OF UTILITY POLE MARKED 83 22008 45-2
 PN0730'100 22
 PN0730
 PN0730                          STATION RECOVERY (2003)
 PN0730
 PN0730'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0730'RECOVERED IN GOOD CONDITION.  NOTE-- HAMLIN STREET IS HIGHWAY 187,
 PN0730'REXFORD AVENUE IS HIGHWAY 54, THE UTILITY POLE IS NUMBERED
 PN0730'83-22008-45-2 AND HAS ONE GUY WIRE.  THE WITNESS POST IS AGAINST THE
 PN0730'UTILITY POLE.
 PN0730
 PN0730                          STATION RECOVERY (2005)
 PN0730
 PN0730'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0730'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 11.7 M (NOT 13.0
 PN0730'M) WEST OF THE CENTERLINE OF STATE HIGHWAY 187.
 PN0730
 PN0730                          STATION RECOVERY (2006)
 PN0730
 PN0730'RECOVERY NOTE BY US POWER SQUADRON 2006
 PN0730'RECOVERED IN GOOD CONDITION.
 PN0730
 PN0730                          STATION RECOVERY (2012)
 PN0730
 PN0730'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (NRB)
 PN0730'ORANGE WITNESS POST IS NOT FOUND AS DESCRIBED. PLACED ONE WHITE
 PN0730'WITNESS POST 1.5M SOUTH OF MONUMENT NEAR POWERPOLE AS DESCRIBED ABOVE.
 PN0730'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0034 ***********************************************************************
 PN0034  DESIGNATION -  B 22
 PN0034  PID         -  PN0034
 PN0034  STATE/COUNTY-  WI/SHAWANO
 PN0034  COUNTRY     -  US
 PN0034  USGS QUAD   -  ZACHOW (2018)
 PN0034
 PN0034                         *CURRENT SURVEY CONTROL
 PN0034  ______________________________________________________________________
 PN0034* NAD 83(1986) POSITION- 44 43 55.00   (N) 088 21 27.13   (W)   HD_HELD1
 PN0034* NAVD 88 ORTHO HEIGHT -   262.890 (meters)      862.50  (feet) ADJUSTED
 PN0034  ______________________________________________________________________
 PN0034  GEOID HEIGHT    -        -36.251 (meters)                     GEOID18
 PN0034  DYNAMIC HEIGHT  -        262.856 (meters)      862.39  (feet) COMP
 PN0034  MODELED GRAVITY -    980,482.1   (mgal)                       NAVD 88
 PN0034
 PN0034  VERT ORDER      -  SECOND    CLASS I
 PN0034
 PN0034.The horizontal coordinates were determined by differentially corrected
 PN0034.hand held GPS observations or other comparable positioning techniques
 PN0034.and have an estimated accuracy of +/- 3 meters.
 PN0034
 PN0034.The orthometric height was determined by differential leveling and
 PN0034.adjusted by the WI DEPT OF TRANSP
 PN0034.in May 2012.
 PN0034
 PN0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0034.GEOID18 height accuracy estimate available here.
 PN0034
 PN0034.Click photographs - Photos may exist for this station.
 PN0034
 PN0034.The dynamic height is computed by dividing the NAVD 88
 PN0034.geopotential number by the normal gravity value computed on the
 PN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0034.degrees latitude (g = 980.6199 gals.).
 PN0034
 PN0034.The modeled gravity was interpolated from observed gravity values.
 PN0034
 PN0034;                    North         East    Units  Estimated Accuracy
 PN0034;SPC WI C     -   101,167.7     730,089.3     MT  (+/- 3 meters HH1 GPS) 
 PN0034
 PN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9250754069(NAD 83)
 PN0034
 PN0034                          SUPERSEDED SURVEY CONTROL
 PN0034
 PN0034  NAVD 88 (06/15/91)  262.838  (m)          862.33   (f) SUPERSEDED  2 0
 PN0034  NGVD 29 (??/??/92)  262.845  (m)          862.35   (f) ADJ UNCH    2 0
 PN0034
 PN0034.Superseded values are not recommended for survey control.
 PN0034
 PN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0034.See file dsdata.pdf to determine how the superseded data were derived.
 PN0034
 PN0034_MARKER: DB = BENCH MARK DISK
 PN0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0034_STAMPING: B 22 1934
 PN0034_MARK LOGO: CGS
 PN0034_PROJECTION: RECESSED 3 CENTIMETERS
 PN0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0034+STABILITY: SURFACE MOTION
 PN0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0034+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 PN0034
 PN0034  HISTORY     - Date     Condition        Report By
 PN0034  HISTORY     - 1934     MONUMENTED       CGS
 PN0034  HISTORY     - 20050712 GOOD             WIDT
 PN0034  HISTORY     - 20100503 GOOD             WIDT
 PN0034
 PN0034                          STATION DESCRIPTION
 PN0034
 PN0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0034'AT ZACHOW.
 PN0034'ALONG CHICAGO AND NORTH-WESTERN RY., 115 YDS. SE. OF ZACHOW
 PN0034'STATION AND 45 YDS. NW. OF MP 24.  MARK IS 10 YDS. NE. OF
 PN0034'CENTERLINE OF MAIN TRACK, 75 YDS. SE. OF CROSSING AND 1 YD. W.
 PN0034'OF TELEGRAPH POLE.
 PN0034
 PN0034                          STATION RECOVERY (2005)
 PN0034
 PN0034'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0034'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 41.3 M NORTHWEST OF
 PN0034'MILEPOLE  24--, 25.7 M SOUTH OF THE EAST JUNCTION OF NORTHWESTERN
 PN0034'AVENUE AND MAIN STREET, 10.0 M NORTH OF THE CENTERLINE OF MOUNTAIN BAY
 PN0034'TRAIL, AND 6.4 WEST OF CENTERLINE OF THE RESIDENTIAL DRIVEWAY FOR FIRE
 PN0034'NUMBER --W2317--, 0.3 M SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS
 PN0034'POST.
 PN0034
 PN0034                          STATION RECOVERY (2010)
 PN0034
 PN0034'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (GRS)
 PN0034'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 55
 PN0034'WITH COUNTY HIGHWAY F APPROXIMATELY 5 MI SOUTHEAST OF THE VILLAGE OF
 PN0034'BONDUEL, GO NORTH ON COUNTY HIGHWAY F FOR 2.2 MI TO ZACHOW ROAD, TURN
 PN0034'RIGHT AND GO EAST ON ZACHOW ROAD (WHICH BECOMES MAIN STREET IN THE
 PN0034'COMMUNITY OF ZACHOW) FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 PN0034'THE STATION IS A BRONZE U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 PN0034'STAMPED  B 22  1934  SET IN THE TOP OF A 15- BY 15-CM PRECAST CONCRETE
 PN0034'POST, RECESSED 3 CM BELOW GROUND LEVEL, AND APPROXIMATELY LEVEL WITH
 PN0034'MAIN STREET.
 PN0034'THE STATION IS 25.4 M SOUTH OF THE CENTERLINE OF MAIN STREET, 42.3 M
 PN0034'(NOT 41.3 M) NORTHWEST OF MILEPOST 24, 29.3 M SOUTHWEST OF THE
 PN0034'SOUTHWEST CORNER OF THE STONE FOUNDATION OF A TWO-STORY APARTMENT
 PN0034'BUILDING,
 PN0034'10.1 M NORTH-NORTHEAST OF THE CENTERLINE OF THE MOUNTAIN-BAY STATE
 PN0034'TRAIL, 6.4 M WEST OF THE CENTERLINE OF A DRIVEWAY TO A RESIDENCE (FIRE
 PN0034'NUMBER W2317), 0.4 M SE OF THE BASE OF A TELEGRAPH POLE CUT OFF 0.2 M
 PN0034'ABOVE GROUND, AND 0.3 M SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS
 PN0034'POST.
 PN0034'---NOTE---TREES SOUTH OF THE STATION EXTEND TO 80 DEGREES ABOVE THE
 PN0034'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0766 ***********************************************************************
 PN0766  DESIGNATION -  B 220
 PN0766  PID         -  PN0766
 PN0766  STATE/COUNTY-  WI/PORTAGE
 PN0766  COUNTRY     -  US
 PN0766  USGS QUAD   -  BLAINE (2018)
 PN0766
 PN0766                         *CURRENT SURVEY CONTROL
 PN0766  ______________________________________________________________________
 PN0766* NAD 83(1986) POSITION- 44 21 07.6    (N) 089 17 05.1    (W)   HD_HELD2
 PN0766* NAVD 88 ORTHO HEIGHT -   326.150 (meters)     1070.04  (feet) ADJUSTED
 PN0766  ______________________________________________________________________
 PN0766  GEOID HEIGHT    -        -36.243 (meters)                     GEOID18
 PN0766  DYNAMIC HEIGHT  -        326.086 (meters)     1069.83  (feet) COMP
 PN0766  MODELED GRAVITY -    980,415.2   (mgal)                       NAVD 88
 PN0766
 PN0766  VERT ORDER      -  SECOND    CLASS I
 PN0766
 PN0766.The horizontal coordinates were established by autonomous hand held GPS
 PN0766.observations and have an estimated accuracy of +/- 10 meters.
 PN0766
 PN0766.The orthometric height was determined by differential leveling and
 PN0766.adjusted by the WI DEPT OF TRANSP
 PN0766.in May 2012.
 PN0766
 PN0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0766.GEOID18 height accuracy estimate available here.
 PN0766
 PN0766.Click photographs - Photos may exist for this station.
 PN0766
 PN0766.The dynamic height is computed by dividing the NAVD 88
 PN0766.geopotential number by the normal gravity value computed on the
 PN0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0766.degrees latitude (g = 980.6199 gals.).
 PN0766
 PN0766.The modeled gravity was interpolated from observed gravity values.
 PN0766
 PN0766;                    North         East    Units  Estimated Accuracy
 PN0766;SPC WI C     -    57,897.      657,025.      MT  (+/- 10 meters HH2 GPS)
 PN0766
 PN0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1790713520(NAD 83)
 PN0766
 PN0766                          SUPERSEDED SURVEY CONTROL
 PN0766
 PN0766  NAVD 88 (04/20/07)  326.125  (m)         1069.96   (f) SUPERSEDED  2 1
 PN0766  NAVD 88 (06/15/91)  326.121  (m)         1069.95   (f) SUPERSEDED  1 2
 PN0766
 PN0766.Superseded values are not recommended for survey control.
 PN0766
 PN0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0766.See file dsdata.pdf to determine how the superseded data were derived.
 PN0766
 PN0766_MARKER: F = FLANGE-ENCASED ROD
 PN0766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0766_STAMPING: B 220 1985
 PN0766_MARK LOGO: NGS
 PN0766_PROJECTION: FLUSH
 PN0766_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0766+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2010
 PN0766_ROD/PIPE-DEPTH: 13.4 meters
 PN0766
 PN0766  HISTORY     - Date     Condition        Report By
 PN0766  HISTORY     - 1985     MONUMENTED       NGS
 PN0766  HISTORY     - 20001021 GOOD             USPSQD
 PN0766  HISTORY     - 20030225 GOOD             WIDT
 PN0766  HISTORY     - 20040330 GOOD             USPSQD
 PN0766  HISTORY     - 20100929 GOOD             WIDT
 PN0766
 PN0766                          STATION DESCRIPTION
 PN0766
 PN0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0766'16.3 KM (10.1 MI) WEST FROM WAUPACA.
 PN0766'16.3 KM (10.1 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0766'IN WAUPACA, 53.5 M (175.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PN0766'9.1 M (29.9 FT) WEST OF THE CENTERLINE OF COUNTY ROAD TT, AND 1.3 M
 PN0766'(4.3 FT) NORTH OF UTILITY POLE NUMBER L246-1 AND TELEPHONE PEDESTAL
 PN0766'NUMBER L346.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PN0766'CAP.
 PN0766'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 PN0766'THE MARK IS 0.3 M BELOW THE ROAD.
 PN0766
 PN0766                          STATION RECOVERY (2000)
 PN0766
 PN0766'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN0766'NEW POLE NUMBER - 2210 28R5. NEW TELEPHONE PEDESTAL NUMBER - 346-7206.
 PN0766'
 PN0766'CHANGE DIRECTION FROM UTILITY POLE TO 2.0 FEET NORTHWEST.
 PN0766
 PN0766                          STATION RECOVERY (2003)
 PN0766
 PN0766'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0766'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 PN0766'US HIGHWAY 10 AND STATE HIGHWAY 49 SOUTH WITH STATE HIGHWAY 54 AND
 PN0766'STATE HIGHWAY 49 NORTH IN THE CITY OF WAUPACA, GO WEST OF STATE
 PN0766'HIGHWAY 54 FOR 6.45 MI (10.38 KM) TO COUNTY HIGHWAY D, CONTINUE WEST
 PN0766'ON STATE HIGHWAY 54 FOR 2.05 MI (3.3 KM) TO COUNTY HIGHWAY TT, TURN
 PN0766'LEFT AND GO SOUTH ON COUNTY HIGHWAY TT FOR 50 M (164.0 FT) TO THE
 PN0766'STATION ON THE RIGHT.  THE STATION IS STAINLESS STEEL ROD WITHOUT A
 PN0766'SLEEVE HOUSED IN A NATIONAL GEODETIC SURVEY LOGO CAP PROJECTING 20-CM
 PN0766'BELOW THE GROUND AND ABOUT 0.3 M (1.0 FT) BELOW THE ROAD PAVEMENT.
 PN0766'THE STATION IS 9.1 M (29.9 FT) WEST OF CENTERLINE OF COUNTY HIGHWAY
 PN0766'TT, 53.5 M (175.5 FT) SOUTH OF CENTERLINE OF STATE HIGHWAY 54, 1.2 M
 PN0766'(3.9 FT) NORTH OF TELEPHONE PEDESTEL --7206--, 0.5 M (1.6 FT)
 PN0766'NORTHWEST OF POWER POLE --2210 28R5--, AND 0.3 M (1.0 FT) EAST OF AN
 PN0766'ORANGE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE
 PN0766'FOR GPS OBSERVATIONS DUE TO 2 QUADRANTS BLOCKED BY TREES AND A POWER
 PN0766'POLE.
 PN0766
 PN0766                          STATION RECOVERY (2004)
 PN0766
 PN0766'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0766'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3.8 FEET NORTH OF
 PN0766'TELEPHONE PEDESTAL NUMBER -7206-.  NOTE-- THE UTILITY POLE IS NUMBERED
 PN0766'--2210 28R5-- AND HAS TWO GUY WIRES.
 PN0766
 PN0766                          STATION RECOVERY (2010)
 PN0766
 PN0766'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PN0766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0803 ***********************************************************************
 PN0803  DESIGNATION -  B 222
 PN0803  PID         -  PN0803
 PN0803  STATE/COUNTY-  WI/OCONTO
 PN0803  COUNTRY     -  US
 PN0803  USGS QUAD   -  GILLETT (2018)
 PN0803
 PN0803                         *CURRENT SURVEY CONTROL
 PN0803  ______________________________________________________________________
 PN0803* NAD 83(1986) POSITION- 44 59 55.0    (N) 088 20 50.1    (W)   HD_HELD2
 PN0803* NAVD 88 ORTHO HEIGHT -   255.515 (meters)      838.30  (feet) ADJUSTED
 PN0803  ______________________________________________________________________
 PN0803  GEOID HEIGHT    -        -36.100 (meters)                     GEOID18
 PN0803  DYNAMIC HEIGHT  -        255.489 (meters)      838.22  (feet) COMP
 PN0803  MODELED GRAVITY -    980,511.2   (mgal)                       NAVD 88
 PN0803
 PN0803  VERT ORDER      -  FIRST     CLASS II
 PN0803
 PN0803.The horizontal coordinates were established by autonomous hand held GPS
 PN0803.observations and have an estimated accuracy of +/- 10 meters.
 PN0803
 PN0803.The orthometric height was determined by differential leveling and
 PN0803.adjusted by the NATIONAL GEODETIC SURVEY
 PN0803.in June 1991.
 PN0803
 PN0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0803.GEOID18 height accuracy estimate available here.
 PN0803
 PN0803.Click photographs - Photos may exist for this station.
 PN0803
 PN0803.The dynamic height is computed by dividing the NAVD 88
 PN0803.geopotential number by the normal gravity value computed on the
 PN0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0803.degrees latitude (g = 980.6199 gals.).
 PN0803
 PN0803.The modeled gravity was interpolated from observed gravity values.
 PN0803
 PN0803;                    North         East    Units  Estimated Accuracy
 PN0803;SPC WI C     -   130,811.      730,301.      MT  (+/- 10 meters HH2 GPS)
 PN0803
 PN0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9381383678(NAD 83)
 PN0803
 PN0803                          SUPERSEDED SURVEY CONTROL
 PN0803
 PN0803.No superseded survey control is available for this station.
 PN0803
 PN0803_MARKER: F = FLANGE-ENCASED ROD
 PN0803_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0803_STAMPING: B 222 1985
 PN0803_MARK LOGO: NGS
 PN0803_PROJECTION: FLUSH
 PN0803_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0803+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2014
 PN0803_ROD/PIPE-DEPTH: 22.0 meters
 PN0803
 PN0803  HISTORY     - Date     Condition        Report By
 PN0803  HISTORY     - 1985     MONUMENTED       NGS
 PN0803  HISTORY     - 19991112 GOOD             USPSQD
 PN0803  HISTORY     - 20040324 GOOD             USPSQD
 PN0803  HISTORY     - 20051130 GOOD             WIDT
 PN0803  HISTORY     - 20141010 GOOD             WIDT
 PN0803
 PN0803                          STATION DESCRIPTION
 PN0803
 PN0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0803'14.1 KM (8.75 MI) NW FROM GILLETT.
 PN0803'14.1 KM (8.75 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 PN0803'JUNCTION WITH STATE HIGHWAY 22 IN GILLETT, 0.7 KM (0.45 MI) EAST OF
 PN0803'THE INTERSECTION OF GOLF COURSE AND POTAWATOMI ROADS, 127.0 M (416.7
 PN0803'FT) EAST OF THE CENTER OF A ROAD LEADING TO THE WISCONSIN PUBLIC
 PN0803'SERVICE MEASURING STATION, 16.3 M (53.5 FT) NORTH OF THE CENTERLINE OF
 PN0803'THE HIGHWAY, 14.5 M (47.6 FT) EAST OF THE EXTENDED CENTER OF A
 PN0803'DRIVEWAY, AND 0.8 M (2.6 FT) WEST OF UTILITY POLE NUMBER 113.
 PN0803'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0803'THE MARK IS 1.2 METERS  S FROM  A WITNESS POST AND FENCE
 PN0803'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0803
 PN0803                          STATION RECOVERY (1999)
 PN0803
 PN0803'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0803'RECOVERED IN GOOD CONDITION.
 PN0803
 PN0803                          STATION RECOVERY (2004)
 PN0803
 PN0803'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0803'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS WEST (NOT
 PN0803'EAST) OF THE CENTER OF THE ROAD LEADING TO WPS AND THE UTILITY POLE IS
 PN0803'NUMBERED --2918-7R5--.  NOTE-- THE DRIVEWAY IS TO --11731--.
 PN0803
 PN0803                          STATION RECOVERY (2005)
 PN0803
 PN0803'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0803'RECOVERED IN GOOD CONDITION. --ADD--THE STATION IS 1.2 M SOUTH OF AN
 PN0803'ORANGE FIBERGLASS WITNESS POST, 0.6 M NORTHEAST OF A STEEL POST WITH A
 PN0803'SIGN AND 0.6 M NORTHWEST OF WHITE FIBERGLASS WITNESS POST.
 PN0803
 PN0803                          STATION RECOVERY (2014)
 PN0803
 PN0803'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 PN0803'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0568 ***********************************************************************
 QM0568  DESIGNATION -  B 223
 QM0568  PID         -  QM0568
 QM0568  STATE/COUNTY-  WI/OCONTO
 QM0568  COUNTRY     -  US
 QM0568  USGS QUAD   -  SHADOW LAKE (2018)
 QM0568
 QM0568                         *CURRENT SURVEY CONTROL
 QM0568  ______________________________________________________________________
 QM0568* NAD 83(1986) POSITION- 45 14 11.4    (N) 088 31 03.1    (W)   HD_HELD2
 QM0568* NAVD 88 ORTHO HEIGHT -   361.092 (meters)     1184.68  (feet) ADJUSTED
 QM0568  ______________________________________________________________________
 QM0568  GEOID HEIGHT    -        -35.521 (meters)                     GEOID18
 QM0568  DYNAMIC HEIGHT  -        361.052 (meters)     1184.55  (feet) COMP
 QM0568  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 QM0568
 QM0568  VERT ORDER      -  FIRST     CLASS II
 QM0568
 QM0568.The horizontal coordinates were established by autonomous hand held GPS
 QM0568.observations and have an estimated accuracy of +/- 10 meters.
 QM0568
 QM0568.The orthometric height was determined by differential leveling and
 QM0568.adjusted by the NATIONAL GEODETIC SURVEY
 QM0568.in June 1991.
 QM0568
 QM0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0568.GEOID18 height accuracy estimate available here.
 QM0568
 QM0568.Click photographs - Photos may exist for this station.
 QM0568
 QM0568.The dynamic height is computed by dividing the NAVD 88
 QM0568.geopotential number by the normal gravity value computed on the
 QM0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0568.degrees latitude (g = 980.6199 gals.).
 QM0568
 QM0568.The modeled gravity was interpolated from observed gravity values.
 QM0568
 QM0568;                    North         East    Units  Estimated Accuracy
 QM0568;SPC WI C     -   156,984.      716,395.      MT  (+/- 10 meters HH2 GPS)
 QM0568
 QM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8088810343(NAD 83)
 QM0568
 QM0568                          SUPERSEDED SURVEY CONTROL
 QM0568
 QM0568.No superseded survey control is available for this station.
 QM0568
 QM0568_MARKER: F = FLANGE-ENCASED ROD
 QM0568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0568_STAMPING: B 223 1985
 QM0568_MARK LOGO: NGS
 QM0568_PROJECTION: FLUSH
 QM0568_MAGNETIC: I = MARKER IS A STEEL ROD
 QM0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0568+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2014
 QM0568_ROD/PIPE-DEPTH: 19.5 meters
 QM0568
 QM0568  HISTORY     - Date     Condition        Report By
 QM0568  HISTORY     - 1985     MONUMENTED       NGS
 QM0568  HISTORY     - 19940724 GOOD             USPSQD
 QM0568  HISTORY     - 19991023 GOOD             USPSQD
 QM0568  HISTORY     - 20031004 GOOD             USPSQD
 QM0568  HISTORY     - 20051116 GOOD             WIDT
 QM0568  HISTORY     - 20140908 GOOD             WIDT
 QM0568
 QM0568                          STATION DESCRIPTION
 QM0568
 QM0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0568'43.6 KM (27.1 MI) SOUTH FROM LAONA.
 QM0568'43.6 KM (27.1 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 QM0568'WITH U.S. HIGHWAY 8 IN LAONA, 122.0 M (400.3 FT) WEST OF THE CENTER OF
 QM0568'THE HIGHWAY, 7.6 M (24.9 FT) EAST OF A TELEPHONE PEDESTAL NUMBER 2444,
 QM0568'6.8 M (22.3 FT) SOUTH OF THE CENTER OF ISLAND LAKE ROAD, AND 1.0 M
 QM0568'(3.3 FT) EAST OF UTILITY POLE NUMBER 9216 20R6.  NOTE--ACCESS TO DATUM
 QM0568'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0568'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QM0568'THE MARK IS 0.3 M ABOVE THE ROAD.
 QM0568
 QM0568                          STATION RECOVERY (1994)
 QM0568
 QM0568'RECOVERY NOTE BY US POWER SQUADRON 1994
 QM0568'RECOVERED IN GOOD CONDITION.
 QM0568
 QM0568                          STATION RECOVERY (1999)
 QM0568
 QM0568'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0568'RECOVERED IN GOOD CONDITION.
 QM0568
 QM0568                          STATION RECOVERY (2003)
 QM0568
 QM0568'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QM0568'RECOVERED IN GOOD CONDITION.
 QM0568
 QM0568                          STATION RECOVERY (2005)
 QM0568
 QM0568'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0568'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0568
 QM0568                          STATION RECOVERY (2014)
 QM0568
 QM0568'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0568'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0441 ***********************************************************************
 QN0441  DESIGNATION -  B 224
 QN0441  PID         -  QN0441
 QN0441  STATE/COUNTY-  WI/RUSK
 QN0441  COUNTRY     -  US
 QN0441  USGS QUAD   -  LADYSMITH (2018)
 QN0441
 QN0441                         *CURRENT SURVEY CONTROL
 QN0441  ______________________________________________________________________
 QN0441* NAD 83(1986) POSITION- 45 28 21.3    (N) 091 04 12.2    (W)   HD_HELD2
 QN0441* NAVD 88 ORTHO HEIGHT -   365.460 (meters)     1199.01  (feet) ADJUSTED
 QN0441  ______________________________________________________________________
 QN0441  GEOID HEIGHT    -        -30.387 (meters)                     GEOID18
 QN0441  DYNAMIC HEIGHT  -        365.444 (meters)     1198.96  (feet) COMP
 QN0441  MODELED GRAVITY -    980,559.8   (mgal)                       NAVD 88
 QN0441
 QN0441  VERT ORDER      -  SECOND    CLASS I
 QN0441
 QN0441.The horizontal coordinates were established by autonomous hand held GPS
 QN0441.observations and have an estimated accuracy of +/- 10 meters.
 QN0441
 QN0441.The orthometric height was determined by differential leveling and
 QN0441.adjusted by the WI DEPT OF TRANSP
 QN0441.in May 2012.
 QN0441
 QN0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0441.GEOID18 height accuracy estimate available here.
 QN0441
 QN0441.Click photographs - Photos may exist for this station.
 QN0441
 QN0441.The dynamic height is computed by dividing the NAVD 88
 QN0441.geopotential number by the normal gravity value computed on the
 QN0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0441.degrees latitude (g = 980.6199 gals.).
 QN0441
 QN0441.The modeled gravity was interpolated from observed gravity values.
 QN0441
 QN0441;                    North         East    Units  Estimated Accuracy
 QN0441;SPC WI C     -   182,710.      516,329.      MT  (+/- 10 meters HH2 GPS)
 QN0441
 QN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5085337262(NAD 83)
 QN0441
 QN0441                          SUPERSEDED SURVEY CONTROL
 QN0441
 QN0441  NAVD 88 (06/15/91)  365.457  (m)         1199.00   (f) SUPERSEDED  1 2
 QN0441
 QN0441.Superseded values are not recommended for survey control.
 QN0441
 QN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0441.See file dsdata.pdf to determine how the superseded data were derived.
 QN0441
 QN0441_MARKER: F = FLANGE-ENCASED ROD
 QN0441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0441_STAMPING: B 224 1985
 QN0441_MARK LOGO: NGS
 QN0441_PROJECTION: FLUSH
 QN0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0441+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 QN0441_ROD/PIPE-DEPTH: 6.1 meters
 QN0441
 QN0441  HISTORY     - Date     Condition        Report By
 QN0441  HISTORY     - 1985     MONUMENTED       NGS
 QN0441  HISTORY     - 20051213 GOOD             WIDT
 QN0441  HISTORY     - 20080826 GOOD             WIDT
 QN0441
 QN0441                          STATION DESCRIPTION
 QN0441
 QN0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0441'4.0 KM (2.5 MI) EAST FROM LADYSMITH.
 QN0441'4.0 KM (2.5 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0441'STATE HIGHWAY 27 IN LADYSMITH, 31.9 M (104.7 FT) SOUTH OF THE
 QN0441'CENTERLINE OF THE HIGHWAY, 9.4 M (30.8 FT) WEST OF THE CENTER OF SOUTH
 QN0441'ROCK RIDGE ROAD, AND 0.9 M (3.0 FT) SOUTH OF UTILITY POLE NUMBER S 871
 QN0441'FD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0441'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QN0441'THE MARK IS 0.3 M BELOW THE ROAD.
 QN0441
 QN0441                          STATION RECOVERY (2005)
 QN0441
 QN0441'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0441'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 QN0441'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 QN0441'NOTE1-- THE POWER POLE IS NUMBERED --RLM 871--.  NOTE2-- VISIBLE
 QN0441'OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL QUADRANTS EXTENDING TO
 QN0441'80 DEGREES ABOVE THE HORIZON.
 QN0441
 QN0441                          STATION RECOVERY (2008)
 QN0441
 QN0441'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 QN0441'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0416 ***********************************************************************
 QN0416  DESIGNATION -  B 225
 QN0416  PID         -  QN0416
 QN0416  STATE/COUNTY-  WI/PRICE
 QN0416  COUNTRY     -  US
 QN0416  USGS QUAD   -  PRENTICE (2018)
 QN0416
 QN0416                         *CURRENT SURVEY CONTROL
 QN0416  ______________________________________________________________________
 QN0416* NAD 83(1986) POSITION- 45 32 31.58   (N) 090 21 32.74   (W)   HD_HELD1
 QN0416* NAVD 88 ORTHO HEIGHT -   457.949 (meters)     1502.45  (feet) ADJUSTED
 QN0416  ______________________________________________________________________
 QN0416  GEOID HEIGHT    -        -30.568 (meters)                     GEOID18
 QN0416  DYNAMIC HEIGHT  -        457.930 (meters)     1502.39  (feet) COMP
 QN0416  MODELED GRAVITY -    980,560.9   (mgal)                       NAVD 88
 QN0416
 QN0416  VERT ORDER      -  SECOND    CLASS I
 QN0416
 QN0416.The horizontal coordinates were determined by differentially corrected
 QN0416.hand held GPS observations or other comparable positioning techniques
 QN0416.and have an estimated accuracy of +/- 3 meters.
 QN0416
 QN0416.The orthometric height was determined by differential leveling and
 QN0416.adjusted by the WI DEPT OF TRANSP
 QN0416.in May 2012.
 QN0416
 QN0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0416.GEOID18 height accuracy estimate available here.
 QN0416
 QN0416.Click photographs - Photos may exist for this station.
 QN0416
 QN0416.The dynamic height is computed by dividing the NAVD 88
 QN0416.geopotential number by the normal gravity value computed on the
 QN0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0416.degrees latitude (g = 980.6199 gals.).
 QN0416
 QN0416.The modeled gravity was interpolated from observed gravity values.
 QN0416
 QN0416;                    North         East    Units  Estimated Accuracy
 QN0416;SPC WI N     -    41,791.2     571,954.8     MT  (+/- 3 meters HH1 GPS) 
 QN0416
 QN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0617046566(NAD 83)
 QN0416
 QN0416                          SUPERSEDED SURVEY CONTROL
 QN0416
 QN0416  NAVD 88 (06/15/91)  457.941  (m)         1502.43   (f) SUPERSEDED  1 2
 QN0416
 QN0416.Superseded values are not recommended for survey control.
 QN0416
 QN0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0416.See file dsdata.pdf to determine how the superseded data were derived.
 QN0416
 QN0416_MARKER: F = FLANGE-ENCASED ROD
 QN0416_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QN0416+WITH SETTING: INFORMATION.
 QN0416_STAMPING: B 225 1985
 QN0416_MARK LOGO: NGS
 QN0416_PROJECTION: FLUSH
 QN0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0416+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 QN0416_ROD/PIPE-DEPTH: 1.8 meters
 QN0416
 QN0416  HISTORY     - Date     Condition        Report By
 QN0416  HISTORY     - 1985     MONUMENTED       NGS
 QN0416  HISTORY     - 20061219 GOOD             WIDT
 QN0416  HISTORY     - 20090805 GOOD             WIDT
 QN0416
 QN0416                          STATION DESCRIPTION
 QN0416
 QN0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0416'5.5 KM (3.4 MI) WEST FROM PRENTICE.
 QN0416'5.5 KM (3.4 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0416'COUNTY ROAD A IN PRENTICE, 0.5 KM (0.3 MI) WEST OF THE INTERSECTION OF
 QN0416'HAY CREEK ROAD, 13.1 M (43.0 FT) NORTH OF THE CENTERLINE OF THE
 QN0416'HIGHWAY, 5.5 M (18.0 FT) EAST OF THE CENTER OF A TRACK ROAD, AND 0.8 M
 QN0416'(2.6 FT) WEST OF A TELEPHONE JUNCTION BOX.  NOTE--ACCESS TO DATUM
 QN0416'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0416'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QN0416'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QN0416
 QN0416                          STATION RECOVERY (2006)
 QN0416
 QN0416'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 QN0416'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 QN0416'OF US HIGHWAY 8 WITH STATE HIGHWAY 13 APPROXIMATELY 1.2 MILES WEST OF
 QN0416'THE VILLAGE OF PRENTICE, GO SOUTHWEST ON US HIGHWAY 8 FOR 1.8 MILES TO
 QN0416'HAY CREEK ROAD, CONTINUE WEST OF US HIGHWAY 8 FOR 0.32 MILE TO THE
 QN0416'STATION ON THE RIGHT.  ---ADD--- THE STATION IS 5.5 M EAST OF A TRACK
 QN0416'ROAD AT --W6236-- AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.
 QN0416'---NOTE1--- THE TELEPHONE PEDESTAL IN THE 1985 DESCRIPTION IS --L5B 1
 QN0416'1--.  ---NOTE2--- VISIBLE OBSTRUCTIONS AT THIS STATION IS A TREE TO
 QN0416'THE EAST EXTENDING TO 90 DEGREES, TREES IN THE NORTHWEST QUADRANTS
 QN0416'EXTENDING TO 50 DEGREES, AND TREES IN THE SOUTHWEST QUADRANTS
 QN0416'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 QN0416
 QN0416                          STATION RECOVERY (2009)
 QN0416
 QN0416'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 QN0416'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0520 ***********************************************************************
 QM0520  DESIGNATION -  B 226
 QM0520  PID         -  QM0520
 QM0520  STATE/COUNTY-  WI/ONEIDA
 QM0520  COUNTRY     -  US
 QM0520  USGS QUAD   -  GEORGE LAKE (2018)
 QM0520
 QM0520                         *CURRENT SURVEY CONTROL
 QM0520  ______________________________________________________________________
 QM0520* NAD 83(1986) POSITION- 45 35 26.     (N) 089 16 55.     (W)   SCALED
 QM0520* NAVD 88 ORTHO HEIGHT -   477.530 (meters)     1566.70  (feet) ADJUSTED
 QM0520  ______________________________________________________________________
 QM0520  GEOID HEIGHT    -        -32.523 (meters)                     GEOID18
 QM0520  DYNAMIC HEIGHT  -        477.501 (meters)     1566.60  (feet) COMP
 QM0520  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 QM0520
 QM0520  VERT ORDER      -  FIRST     CLASS II
 QM0520
 QM0520.The horizontal coordinates were scaled from a map and have
 QM0520.an estimated accuracy of +/- 6 seconds.
 QM0520
 QM0520.The orthometric height was determined by differential leveling and
 QM0520.adjusted by the NATIONAL GEODETIC SURVEY
 QM0520.in June 1991.
 QM0520
 QM0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0520.GEOID18 height accuracy estimate available here.
 QM0520
 QM0520.Click photographs - Photos may exist for this station.
 QM0520
 QM0520.The dynamic height is computed by dividing the NAVD 88
 QM0520.geopotential number by the normal gravity value computed on the
 QM0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0520.degrees latitude (g = 980.6199 gals.).
 QM0520
 QM0520.The modeled gravity was interpolated from observed gravity values.
 QM0520
 QM0520;                    North         East    Units  Estimated Accuracy
 QM0520;SPC WI N     -    47,370.      656,030.      MT  (+/- 180 meters Scaled)
 QM0520
 QM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR220510(NAD 83)
 QM0520
 QM0520                          SUPERSEDED SURVEY CONTROL
 QM0520
 QM0520  NAVD 88 (03/19/14)  477.559  (m)         1566.79   (f) SUPERSEDED  2 1
 QM0520
 QM0520.Superseded values are not recommended for survey control.
 QM0520
 QM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0520.See file dsdata.pdf to determine how the superseded data were derived.
 QM0520
 QM0520_MARKER: F = FLANGE-ENCASED ROD
 QM0520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0520_STAMPING: B 226 1985
 QM0520_MARK LOGO: NGS
 QM0520_PROJECTION: PROJECTING 3 CENTIMETERS
 QM0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0520+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2013
 QM0520_ROD/PIPE-DEPTH: 8.8 meters
 QM0520
 QM0520  HISTORY     - Date     Condition        Report By
 QM0520  HISTORY     - 1985     MONUMENTED       NGS
 QM0520  HISTORY     - 20021210 GOOD             USPSQD
 QM0520  HISTORY     - 20040326 GOOD             USPSQD
 QM0520  HISTORY     - 20051003 GOOD             WIDT
 QM0520  HISTORY     - 20130729 GOOD             WIDT
 QM0520
 QM0520                          STATION DESCRIPTION
 QM0520
 QM0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0520'12.5 KM (7.75 MI) EAST FROM RHINELANDER.
 QM0520'12.5 KM (7.75 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0520'ONEIDA AVENUE IN RHINELANDER, 51.8 M (169.9 FT) SOUTHWEST OF THE
 QM0520'CENTERLINE OF THE HIGHWAY, 5.2 M (17.1 FT) NORTHWEST OF THE CENTER OF
 QM0520'BEAVER CREEK ROAD, AND 0.7 M (2.3 FT) NORTHEAST OF UTILITY POLE NUMBER
 QM0520'3610 19R10 20A.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 QM0520'LOGO CAP.
 QM0520'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 QM0520'THE MARK IS 0.3 M BELOW THE ROAD.
 QM0520
 QM0520                          STATION RECOVERY (2002)
 QM0520
 QM0520'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0520'RECOVERED IN GOOD CONDITION.  THE UTILITY POLE IS
 QM0520'NUMBERED 3610 19R10 30A.
 QM0520
 QM0520                          STATION RECOVERY (2004)
 QM0520
 QM0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0520'RECOVERED IN GOOD CONDITION.
 QM0520
 QM0520                          STATION RECOVERY (2005)
 QM0520
 QM0520'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0520'RECOVERED IN GOOD CONDITION.  NOTE NORTHWESTERLY HINGE IS BROKEN
 QM0520'PREVENTING ACCESS COVER FROM CLOSING COMPLETELY.
 QM0520
 QM0520                          STATION RECOVERY (2013)
 QM0520
 QM0520'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0520'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS LOCATED
 QM0520'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 QM0520'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0552 ***********************************************************************
 QM0552  DESIGNATION -  B 227
 QM0552  PID         -  QM0552
 QM0552  STATE/COUNTY-  WI/FOREST
 QM0552  COUNTRY     -  US
 QM0552  USGS QUAD   -  LAONA (2018)
 QM0552
 QM0552                         *CURRENT SURVEY CONTROL
 QM0552  ______________________________________________________________________
 QM0552* NAD 83(1986) POSITION- 45 31 55.4    (N) 088 40 33.2    (W)   HD_HELD2
 QM0552* NAVD 88 ORTHO HEIGHT -   489.175 (meters)     1604.90  (feet) ADJUSTED
 QM0552  ______________________________________________________________________
 QM0552  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 QM0552  DYNAMIC HEIGHT  -        489.133 (meters)     1604.76  (feet) COMP
 QM0552  MODELED GRAVITY -    980,514.0   (mgal)                       NAVD 88
 QM0552
 QM0552  VERT ORDER      -  FIRST     CLASS II
 QM0552
 QM0552.The horizontal coordinates were established by autonomous hand held GPS
 QM0552.observations and have an estimated accuracy of +/- 10 meters.
 QM0552
 QM0552.The orthometric height was determined by differential leveling and
 QM0552.adjusted by the NATIONAL GEODETIC SURVEY
 QM0552.in June 1991.
 QM0552
 QM0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0552.GEOID18 height accuracy estimate available here.
 QM0552
 QM0552.Click photographs - Photos may exist for this station.
 QM0552
 QM0552.The dynamic height is computed by dividing the NAVD 88
 QM0552.geopotential number by the normal gravity value computed on the
 QM0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0552.degrees latitude (g = 980.6199 gals.).
 QM0552
 QM0552.The modeled gravity was interpolated from observed gravity values.
 QM0552
 QM0552;                    North         East    Units  Estimated Accuracy
 QM0552;SPC WI N     -    41,473.      703,427.      MT  (+/- 10 meters HH2 GPS)
 QM0552
 QM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6914243423(NAD 83)
 QM0552
 QM0552                          SUPERSEDED SURVEY CONTROL
 QM0552
 QM0552.No superseded survey control is available for this station.
 QM0552
 QM0552_MARKER: F = FLANGE-ENCASED ROD
 QM0552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0552_STAMPING: B 227 1985
 QM0552_MARK LOGO: NGS
 QM0552_PROJECTION: PROJECTING 2 CENTIMETERS
 QM0552_MAGNETIC: I = MARKER IS A STEEL ROD
 QM0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0552+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 QM0552_ROD/PIPE-DEPTH: 4.3 meters
 QM0552
 QM0552  HISTORY     - Date     Condition        Report By
 QM0552  HISTORY     - 1985     MONUMENTED       NGS
 QM0552  HISTORY     - 20021210 GOOD             USPSQD
 QM0552  HISTORY     - 20040325 GOOD             USPSQD
 QM0552  HISTORY     - 20051116 GOOD             WIDT
 QM0552  HISTORY     - 20140826 GOOD             WIDT
 QM0552
 QM0552                          STATION DESCRIPTION
 QM0552
 QM0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0552'3.0 KM (1.85 MI) SOUTH FROM LAONA.
 QM0552'3.0 KM (1.85 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 QM0552'WITH U.S. HIGHWAY 8 IN LAONA, 29.3 M (96.1 FT) WEST OF THE CENTER OF
 QM0552'THE HIGHWAY, AND 3.3 M (10.8 FT) NORTH-NORTHEAST OF A WOODS ROAD.
 QM0552'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0552'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 QM0552'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 QM0552
 QM0552                          STATION RECOVERY (2002)
 QM0552
 QM0552'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0552'RECOVERED IN GOOD CONDITION.  IT IS 6 INCHES SOUTH-
 QM0552'SOUTHEAST OF A WITNESS POST.   TREES WOULD
 QM0552'RESTRICT SATELLITE OBSERVATIONS.
 QM0552
 QM0552                          STATION RECOVERY (2004)
 QM0552
 QM0552'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0552'RECOVERED IN GOOD CONDITION.
 QM0552
 QM0552                          STATION RECOVERY (2005)
 QM0552
 QM0552'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0552'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 15 CM EAST (NOT
 QM0552'SOUTH-SOUTHEAST) OF THE ORANGE FIBERGLASS WITNESS POST.
 QM0552
 QM0552                          STATION RECOVERY (2014)
 QM0552
 QM0552'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0552'RECOVERED IN GOOD CONDITION.
 QM0552'
 QM0552'NOTE-THE STATION IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 QM0552'THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0827 ***********************************************************************
 PN0827  DESIGNATION -  B 228
 PN0827  PID         -  PN0827
 PN0827  STATE/COUNTY-  WI/BROWN
 PN0827  COUNTRY     -  US
 PN0827  USGS QUAD   -  PULASKI (2018)
 PN0827
 PN0827                         *CURRENT SURVEY CONTROL
 PN0827  ______________________________________________________________________
 PN0827* NAD 83(1986) POSITION- 44 38 58.3    (N) 088 13 13.9    (W)   HD_HELD2
 PN0827* NAVD 88 ORTHO HEIGHT -   237.669 (meters)      779.75  (feet) ADJUSTED
 PN0827  ______________________________________________________________________
 PN0827  GEOID HEIGHT    -        -36.236 (meters)                     GEOID18
 PN0827  DYNAMIC HEIGHT  -        237.641 (meters)      779.66  (feet) COMP
 PN0827  MODELED GRAVITY -    980,493.7   (mgal)                       NAVD 88
 PN0827
 PN0827  VERT ORDER      -  SECOND    CLASS I
 PN0827
 PN0827.The horizontal coordinates were established by autonomous hand held GPS
 PN0827.observations and have an estimated accuracy of +/- 10 meters.
 PN0827
 PN0827.The orthometric height was determined by differential leveling and
 PN0827.adjusted by the WI DEPT OF TRANSP
 PN0827.in May 2012.
 PN0827
 PN0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0827.GEOID18 height accuracy estimate available here.
 PN0827
 PN0827.Click photographs - Photos may exist for this station.
 PN0827
 PN0827.The dynamic height is computed by dividing the NAVD 88
 PN0827.geopotential number by the normal gravity value computed on the
 PN0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0827.degrees latitude (g = 980.6199 gals.).
 PN0827
 PN0827.The modeled gravity was interpolated from observed gravity values.
 PN0827
 PN0827;                    North         East    Units  Estimated Accuracy
 PN0827;SPC WI C     -    92,240.      741,140.      MT  (+/- 10 meters HH2 GPS)
 PN0827
 PN0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0321944743(NAD 83)
 PN0827
 PN0827                          SUPERSEDED SURVEY CONTROL
 PN0827
 PN0827  NAVD 88 (06/15/91)  237.665  (m)          779.74   (f) SUPERSEDED  1 2
 PN0827
 PN0827.Superseded values are not recommended for survey control.
 PN0827
 PN0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0827.See file dsdata.pdf to determine how the superseded data were derived.
 PN0827
 PN0827_MARKER: F = FLANGE-ENCASED ROD
 PN0827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0827_STAMPING: B 228 1985
 PN0827_MARK LOGO: NGS
 PN0827_PROJECTION: RECESSED 15 CENTIMETERS
 PN0827_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0827+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2009
 PN0827_ROD/PIPE-DEPTH: 4.9 meters
 PN0827
 PN0827  HISTORY     - Date     Condition        Report By
 PN0827  HISTORY     - 1985     MONUMENTED       NGS
 PN0827  HISTORY     - 19940520 GOOD             WI-009
 PN0827  HISTORY     - 20021210 GOOD             USPSQD
 PN0827  HISTORY     - 20040325 GOOD             USPSQD
 PN0827  HISTORY     - 20050816 GOOD             WIDT
 PN0827  HISTORY     - 20090108 GOOD             WIDT
 PN0827
 PN0827                          STATION DESCRIPTION
 PN0827
 PN0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0827'19.4 KM (12.05 MI) NW FROM GREEN BAY.
 PN0827'19.4 KM (12.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 PN0827'JUNCTION WITH U.S. HIGHWAY 41 IN GREEN BAY, 0.2 KM (0.1 MI) NORTH OF
 PN0827'THE INTERSECTION OF CREEKSLIDE DRIVE, 55.0 M (180.4 FT) SOUTH OF A
 PN0827'FENCE CORNER AND RIGHT-OF-WAY POST, 15.0 M (49.2 FT) WEST OF THE
 PN0827'CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6 FT) SOUTH OF UTILITY POLE
 PN0827'NUMBER 2519 8L1.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PN0827'LOGO CAP.
 PN0827'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 PN0827'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PN0827
 PN0827                          STATION RECOVERY (1994)
 PN0827
 PN0827'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0827'RECOVERED AS DESCRIBED.
 PN0827
 PN0827                          STATION RECOVERY (2002)
 PN0827
 PN0827'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0827'RECOVERED IN GOOD CONDITION.
 PN0827
 PN0827                          STATION RECOVERY (2004)
 PN0827
 PN0827'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0827'RECOVERED IN GOOD CONDITION.
 PN0827
 PN0827                          STATION RECOVERY (2005)
 PN0827
 PN0827'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0827'RECOVERED IN GOOD CONDITION. ADD-NOTE--THE CASING LEANS SLIGHTLY TO
 PN0827'THE EAST, BUT THE ROD APPEARS TO BE PLUMB.
 PN0827
 PN0827                          STATION RECOVERY (2009)
 PN0827
 PN0827'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 PN0827'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0280 ***********************************************************************
 PN0280  DESIGNATION -  B 23
 PN0280  PID         -  PN0280
 PN0280  STATE/COUNTY-  WI/OUTAGAMIE
 PN0280  COUNTRY     -  US
 PN0280  USGS QUAD   -  BEAR CREEK (2018)
 PN0280
 PN0280                         *CURRENT SURVEY CONTROL
 PN0280  ______________________________________________________________________
 PN0280* NAD 83(1986) POSITION- 44 33 10.46   (N) 088 43 55.96   (W)   HD_HELD1
 PN0280* NAVD 88 ORTHO HEIGHT -   243.189 (meters)      797.86  (feet) ADJUSTED
 PN0280  ______________________________________________________________________
 PN0280  GEOID HEIGHT    -        -36.401 (meters)                     GEOID18
 PN0280  DYNAMIC HEIGHT  -        243.152 (meters)      797.74  (feet) COMP
 PN0280  MODELED GRAVITY -    980,460.8   (mgal)                       NAVD 88
 PN0280
 PN0280  VERT ORDER      -  SECOND    CLASS 0
 PN0280
 PN0280.The horizontal coordinates were determined by differentially corrected
 PN0280.hand held GPS observations or other comparable positioning techniques
 PN0280.and have an estimated accuracy of +/- 3 meters.
 PN0280
 PN0280.The orthometric height was determined by differential leveling and
 PN0280.adjusted by the NATIONAL GEODETIC SURVEY
 PN0280.in June 1991.
 PN0280
 PN0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0280.GEOID18 height accuracy estimate available here.
 PN0280
 PN0280.Click photographs - Photos may exist for this station.
 PN0280
 PN0280.The dynamic height is computed by dividing the NAVD 88
 PN0280.geopotential number by the normal gravity value computed on the
 PN0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0280.degrees latitude (g = 980.6199 gals.).
 PN0280
 PN0280.The modeled gravity was interpolated from observed gravity values.
 PN0280
 PN0280;                    North         East    Units  Estimated Accuracy
 PN0280;SPC WI C     -    80,743.7     700,727.0     MT  (+/- 3 meters HH1 GPS) 
 PN0280
 PN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6241734745(NAD 83)
 PN0280
 PN0280                          SUPERSEDED SURVEY CONTROL
 PN0280
 PN0280  NGVD 29 (??/??/92)  243.219  (m)          797.96   (f) ADJ UNCH    2 0
 PN0280
 PN0280.Superseded values are not recommended for survey control.
 PN0280
 PN0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0280.See file dsdata.pdf to determine how the superseded data were derived.
 PN0280
 PN0280_MARKER: DB = BENCH MARK DISK
 PN0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0280_STAMPING: B 23 1934
 PN0280_MARK LOGO: CGS
 PN0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0280+STABILITY: SURFACE MOTION
 PN0280
 PN0280  HISTORY     - Date     Condition        Report By
 PN0280  HISTORY     - 1934     MONUMENTED       CGS
 PN0280
 PN0280                          STATION DESCRIPTION
 PN0280
 PN0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0280'1.5 MI N FROM BEAR CREEK.
 PN0280'ALONG CHICAGO AND NORTH-WESTERN RY., 0.4 MILE S. OF MP 152.
 PN0280'MARK IS AT FENCE, 15 YDS. W. OF CENTERLINE OF TRACK, 10 YDS.
 PN0280'S. OF CENTERLINE OF DIRT ROAD CROSSING AND 4 YDS. S. OF CORNER
 PN0280'FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0467 ***********************************************************************
 PO0467  DESIGNATION -  B 230
 PO0467  PID         -  PO0467
 PO0467  STATE/COUNTY-  WI/MONROE
 PO0467  COUNTRY     -  US
 PO0467  USGS QUAD   -  TUNNEL CITY (2018)
 PO0467
 PO0467                         *CURRENT SURVEY CONTROL
 PO0467  ______________________________________________________________________
 PO0467* NAD 83(1986) POSITION- 44 00 28.27   (N) 090 36 26.52   (W)   HD_HELD1
 PO0467* NAVD 88 ORTHO HEIGHT -   298.247 (meters)      978.50  (feet) ADJUSTED
 PO0467  ______________________________________________________________________
 PO0467  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 PO0467  DYNAMIC HEIGHT  -        298.185 (meters)      978.30  (feet) COMP
 PO0467  MODELED GRAVITY -    980,405.0   (mgal)                       NAVD 88
 PO0467
 PO0467  VERT ORDER      -  SECOND    CLASS I
 PO0467
 PO0467.The horizontal coordinates were determined by differentially corrected
 PO0467.hand held GPS observations or other comparable positioning techniques
 PO0467.and have an estimated accuracy of +/- 3 meters.
 PO0467
 PO0467.The orthometric height was determined by differential leveling and
 PO0467.adjusted by the WI DEPT OF TRANSP
 PO0467.in May 2012.
 PO0467
 PO0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0467.GEOID18 height accuracy estimate available here.
 PO0467
 PO0467.Click photographs - Photos may exist for this station.
 PO0467
 PO0467.The dynamic height is computed by dividing the NAVD 88
 PO0467.geopotential number by the normal gravity value computed on the
 PO0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0467.degrees latitude (g = 980.6199 gals.).
 PO0467
 PO0467.The modeled gravity was interpolated from observed gravity values.
 PO0467
 PO0467;                    North         East    Units  Estimated Accuracy
 PO0467;SPC WI S     -   223,237.0     551,292.8     MT  (+/- 3 meters HH1 GPS) 
 PO0467
 PO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9180375528(NAD 83)
 PO0467
 PO0467                          SUPERSEDED SURVEY CONTROL
 PO0467
 PO0467  NAVD 88 (04/20/07)  298.234  (m)          978.46   (f) SUPERSEDED  2 1
 PO0467  NAVD 88 (06/15/91)  298.227  (m)          978.43   (f) SUPERSEDED  1 2
 PO0467
 PO0467.Superseded values are not recommended for survey control.
 PO0467
 PO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0467.See file dsdata.pdf to determine how the superseded data were derived.
 PO0467
 PO0467_MARKER: F = FLANGE-ENCASED ROD
 PO0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0467_STAMPING: B 230 1985
 PO0467_MARK LOGO: NGS
 PO0467_PROJECTION: FLUSH
 PO0467_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0467+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2010
 PO0467_ROD/PIPE-DEPTH: 21.9 meters
 PO0467
 PO0467  HISTORY     - Date     Condition        Report By
 PO0467  HISTORY     - 1985     MONUMENTED       NGS
 PO0467  HISTORY     - 20021009 GOOD             WIDT
 PO0467  HISTORY     - 20030519 GOOD             USPSQD
 PO0467  HISTORY     - 20100914 GOOD             WIDT
 PO0467
 PO0467                          STATION DESCRIPTION
 PO0467
 PO0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0467'20.7 KM (12.85 MI) EAST FROM SPARTA.
 PO0467'20.7 KM (12.85 MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 PO0467'WITH STATE HIGHWAY 16 IN SPARTA, 1.0 KM (0.6 MI) WEST OF THE
 PO0467'INTERSECTION OF COUNTY ROAD E LEADING NORTH, 17.6 M (57.7 FT) NORTH OF
 PO0467'THE CENTERLINE OF THE HIGHWAY, AND 8.2 M (26.9 FT) EAST OF THE CENTER
 PO0467'OF A DRIVEWAY LEADING NORTH TO FLORA DELL LAKE.  NOTE--ACCESS TO DATUM
 PO0467'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PO0467'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PO0467'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 PO0467
 PO0467                          STATION RECOVERY (2002)
 PO0467
 PO0467'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 PO0467'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PO0467'STATION FROM THE THE JUNCTION OF STATE HIGHWAY 21 WITH COUNTY HIGHWAY
 PO0467'EAST ABOUT 5 MI (8.05 KM) NORTHWEST OF THE CITY OF TOMAH, GO WEST ON
 PO0467'STATE HIGHWAY 21 FOR 0.6 MI (0.97 KM) AND THE STATION ON THE RIGHT.
 PO0467'THE STATION IS A NATIONAL GEODETIC SURVEY VERTICAL CONTROL STATION SET
 PO0467'AS A STEEL ROD WITH SLEEVE AND LOGO CAP ABOUT LEVEL WITH THE HIGHWAY
 PO0467'PAVEMENT.  THE STATION IS 17.3 M (56.8 FT) NORTH OF THE CENTERLINE OF
 PO0467'STATE HIGHWAY 21, 0.2 MI (0.32 KM) WEST OF FIREWORKS AVENUE, 25.1 M
 PO0467'(82.3 FT) WEST OF A STEEL --R/W-- POST, 8.5 M (27.9 FT) EAST OF THE
 PO0467'CENTERLINE OF A GRAVEL ENTRANCE TO FLORA DELL LAKE AND PRIVATE
 PO0467'ENTRANCES --19200-19399 AND 0.2 M (0.7 FT) WEST OF AN ORANGE
 PO0467'FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR
 PO0467'GPS OBSERVATION DUE TO TREES OVERHEAD.
 PO0467
 PO0467                          STATION RECOVERY (2003)
 PO0467
 PO0467'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PO0467'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 11 FEET EAST OF THE
 PO0467'SIGN AT FIRE NUMBER 19200-19399.  TREES TO THE NORTH OBSTRUCT
 PO0467'SATELLITE OBSERVATIONS.
 PO0467
 PO0467                          STATION RECOVERY (2010)
 PO0467
 PO0467'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PO0467'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.6 M EAST OF A
 PO0467'WHITE PLASTIC WITNESS POST AND 0.2 M WEST OF AN ORANGE FIBERGLASS
 PO0467'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0722 ***********************************************************************
 ON0722  DESIGNATION -  B 231
 ON0722  PID         -  ON0722
 ON0722  STATE/COUNTY-  WI/LA CROSSE
 ON0722  COUNTRY     -  US
 ON0722  USGS QUAD   -  WEST SALEM (2018)
 ON0722
 ON0722                         *CURRENT SURVEY CONTROL
 ON0722  ______________________________________________________________________
 ON0722* NAD 83(1986) POSITION- 43 53 12.6    (N) 091 00 38.1    (W)   HD_HELD2
 ON0722* NAVD 88 ORTHO HEIGHT -   232.579 (meters)      763.05  (feet) ADJUSTED
 ON0722  ______________________________________________________________________
 ON0722  GEOID HEIGHT    -        -32.512 (meters)                     GEOID18
 ON0722  DYNAMIC HEIGHT  -        232.535 (meters)      762.91  (feet) COMP
 ON0722  MODELED GRAVITY -    980,423.3   (mgal)                       NAVD 88
 ON0722
 ON0722  VERT ORDER      -  SECOND    CLASS I
 ON0722
 ON0722.The horizontal coordinates were established by autonomous hand held GPS
 ON0722.observations and have an estimated accuracy of +/- 10 meters.
 ON0722
 ON0722.The orthometric height was determined by differential leveling and
 ON0722.adjusted by the WI DEPT OF TRANSP
 ON0722.in May 2012.
 ON0722
 ON0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0722.GEOID18 height accuracy estimate available here.
 ON0722
 ON0722.Click photographs - Photos may exist for this station.
 ON0722
 ON0722.The dynamic height is computed by dividing the NAVD 88
 ON0722.geopotential number by the normal gravity value computed on the
 ON0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0722.degrees latitude (g = 980.6199 gals.).
 ON0722
 ON0722.The modeled gravity was interpolated from observed gravity values.
 ON0722
 ON0722;                    North         East    Units  Estimated Accuracy
 ON0722;SPC WI S     -   210,105.      518,796.      MT  (+/- 10 meters HH2 GPS)
 ON0722
 ON0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5980361227(NAD 83)
 ON0722
 ON0722                          SUPERSEDED SURVEY CONTROL
 ON0722
 ON0722  NAVD 88 (04/20/07)  232.571  (m)          763.03   (f) SUPERSEDED  2 1
 ON0722  NAVD 88 (06/15/91)  232.562  (m)          763.00   (f) SUPERSEDED  1 2
 ON0722
 ON0722.Superseded values are not recommended for survey control.
 ON0722
 ON0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0722.See file dsdata.pdf to determine how the superseded data were derived.
 ON0722
 ON0722_MARKER: DV = VERTICAL CONTROL DISK
 ON0722_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0722_SP_SET: PIER
 ON0722_STAMPING: B 231 1985
 ON0722_MARK LOGO: NGS
 ON0722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON0722+STABILITY: POSITION/ELEVATION WELL
 ON0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0722+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2010
 ON0722
 ON0722  HISTORY     - Date     Condition        Report By
 ON0722  HISTORY     - 1985     MONUMENTED       NGS
 ON0722  HISTORY     - 20021008 GOOD             WIDT
 ON0722  HISTORY     - 20030519 GOOD             USPSQD
 ON0722  HISTORY     - 20100816 GOOD             WIDT
 ON0722
 ON0722                          STATION DESCRIPTION
 ON0722
 ON0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0722'18.7 KM (11.6 MI) WEST FROM SPARTA.
 ON0722'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH
 ON0722'STATE HIGHWAY 21 IN SPARTA, THENCE 2.1 KM (1.3 MI) SOUTHERLY ALONG
 ON0722'STATE HIGHWAY 27, THENCE 15.8 KM (9.8 MI) WESTERLY ALONG INTERSTATE
 ON0722'HIGHWAY 90, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF
 ON0722'3 COLUMNS OF THE CENTER PIER OF A HIGHWAY OVERPASS OF THE INTERSTATE
 ON0722'HIGHWAY, 13.3 M (43.6 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND
 ON0722'LANES OF THE HIGHWAY, AND 13.1 M (43.0 FT) NORTH OF THE CENTERLINE OF
 ON0722'THE EASTBOUND LANES OF THE HIGHWAY.
 ON0722'THE MARK IS 1.4 M ABOVE THE GROUND.
 ON0722
 ON0722                          STATION RECOVERY (2002)
 ON0722
 ON0722'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0722'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0722'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH STATE HIGHWAY
 ON0722'162 ABOUT 1 MI (1.61 KM) SOUTHWEST OF BANGOR, GO WEST ON INTERSTATE
 ON0722'HIGHWAY 90 FOR 0.5 MI (0.8 KM) TO AN OVERPASS AND THE STATION ON THE
 ON0722'LEFT.  THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY VERTICAL
 ON0722'CONTROL DISK SET IN THE EAST SIDE OF THE EASTERNMOST 1 OF 3 BRIDGE
 ON0722'PIER SUPPORTS ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 ON0722'STATION IS 13.2 M (43.3 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND
 ON0722'LANES OF INTERSTATE HIGHWAY 90, 13.2 M (43.3 FT) NORTH OF THE
 ON0722'CENTERLINE OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY 90 AND 63 M
 ON0722'(206.7 FT) EAST OF THE CENTERLINE OF A MAINTENANCE TURN AROUND.
 ON0722'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE TO
 ON0722'BEING SET VERTICALLY UNDER A BRIDGE.
 ON0722
 ON0722                          STATION RECOVERY (2003)
 ON0722
 ON0722'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0722'RECOVERED IN GOOD CONDITION.  THE CONCRETE OVERPASS OBSTRUCTS
 ON0722'SATELLITE OBSERVATIONS.
 ON0722
 ON0722                          STATION RECOVERY (2010)
 ON0722
 ON0722'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0722'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 1.1 M WEST OF A
 ON0722'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0504 ***********************************************************************
 PO0504  DESIGNATION -  B 232
 PO0504  PID         -  PO0504
 PO0504  STATE/COUNTY-  WI/WOOD
 PO0504  COUNTRY     -  US
 PO0504  USGS QUAD   -  BABCOCK (2018)
 PO0504
 PO0504                         *CURRENT SURVEY CONTROL
 PO0504  ______________________________________________________________________
 PO0504* NAD 83(1986) POSITION- 44 18 36.1    (N) 090 03 49.1    (W)   HD_HELD2
 PO0504* NAVD 88 ORTHO HEIGHT -   297.766 (meters)      976.92  (feet) ADJUSTED
 PO0504  ______________________________________________________________________
 PO0504  GEOID HEIGHT    -        -34.818 (meters)                     GEOID18
 PO0504  DYNAMIC HEIGHT  -        297.713 (meters)      976.75  (feet) COMP
 PO0504  MODELED GRAVITY -    980,430.5   (mgal)                       NAVD 88
 PO0504
 PO0504  VERT ORDER      -  SECOND    CLASS I
 PO0504
 PO0504.The horizontal coordinates were established by autonomous hand held GPS
 PO0504.observations and have an estimated accuracy of +/- 10 meters.
 PO0504
 PO0504.The orthometric height was determined by differential leveling and
 PO0504.adjusted by the WI DEPT OF TRANSP
 PO0504.in May 2012.
 PO0504
 PO0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0504.GEOID18 height accuracy estimate available here.
 PO0504
 PO0504.Click photographs - Photos may exist for this station.
 PO0504
 PO0504.The dynamic height is computed by dividing the NAVD 88
 PO0504.geopotential number by the normal gravity value computed on the
 PO0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0504.degrees latitude (g = 980.6199 gals.).
 PO0504
 PO0504.The modeled gravity was interpolated from observed gravity values.
 PO0504
 PO0504;                    North         East    Units  Estimated Accuracy
 PO0504;SPC WI C     -    52,971.      594,922.      MT  (+/- 10 meters HH2 GPS)
 PO0504
 PO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3419310501(NAD 83)
 PO0504
 PO0504                          SUPERSEDED SURVEY CONTROL
 PO0504
 PO0504  NAVD 88 (04/20/07)  297.751  (m)          976.87   (f) SUPERSEDED  2 1
 PO0504  NAVD 88 (06/15/91)  297.763  (m)          976.91   (f) SUPERSEDED  1 2
 PO0504
 PO0504.Superseded values are not recommended for survey control.
 PO0504
 PO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0504.See file dsdata.pdf to determine how the superseded data were derived.
 PO0504
 PO0504_MARKER: F = FLANGE-ENCASED ROD
 PO0504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0504_STAMPING: B 232 1985
 PO0504_MARK LOGO: NGS
 PO0504_PROJECTION: FLUSH
 PO0504_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0504+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2010
 PO0504_ROD/PIPE-DEPTH: 9.5 meters
 PO0504
 PO0504  HISTORY     - Date     Condition        Report By
 PO0504  HISTORY     - 1985     MONUMENTED       NGS
 PO0504  HISTORY     - 19940430 GOOD             USPSQD
 PO0504  HISTORY     - 19970815 GOOD             NGS
 PO0504  HISTORY     - 2004     GOOD             WIDT
 PO0504  HISTORY     - 20100921 GOOD             WIDT
 PO0504
 PO0504                          STATION DESCRIPTION
 PO0504
 PO0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0504'3.8 KM (2.35 MI) NE FROM BABCOCK.
 PO0504'3.8 KM (2.35 MI) NORTHEASTERLY ALONG STATE HIGHWAY 173 FROM ITS
 PO0504'JUNCTION WITH STATE HIGHWAY 80 IN BABCOCK, 13.4 M (44.0 FT) NORTH OF
 PO0504'THE NEAR RAIL OF THE CHICAGO, MILWAUKEE, ST PAUL, AND PACIFIC
 PO0504'RAILROAD, 11.2 M (36.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PO0504'5.0 M (16 FT) WEST OF THE CENTER OF A TRACK ROAD, AND 4.1 M (13.5 FT)
 PO0504'SOUTH THE WEST END OF AN 18-INCH PIPE CULVERT.  NOTE--ACCESS TO DATUM
 PO0504'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PO0504'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PO0504'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PO0504
 PO0504                          STATION RECOVERY (1994)
 PO0504
 PO0504'RECOVERY NOTE BY US POWER SQUADRON 1994
 PO0504'RECOVERED IN GOOD CONDITION.
 PO0504
 PO0504                          STATION RECOVERY (1997)
 PO0504
 PO0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0504'RECOVERED AS DESCRIBED.
 PO0504
 PO0504                          STATION RECOVERY (2004)
 PO0504
 PO0504'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 3.8 KM (2.35 MI) NORTHEAST
 PO0504'FROM BABCOCK. 3.8 KM (2.35 MI) NORTHEASTERLY ALONG STATE HIGHWAY 173
 PO0504'FROM ITS JUNCTION WITH STATE HIGHWAY 80 IN BABCOCK, 13.4 M (44.0 FT)
 PO0504'NORTH OF THE NEAR RAIL OF THE CHICAGO, MILWAUKEE, ST PAUL, AND PACIFIC
 PO0504'RAILROAD, 11.2 M (36.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5.0
 PO0504'M (16 FT) WEST OF THE CENTER OF A TRACK ROAD, AND 4.1 M (13.5 FT)
 PO0504'SOUTH THE WEST END OF AN 18-INCH (46 CM) PIPE CULVERT.  NOTE--ACCESS
 PO0504'TO DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) LOGO CAP. THE MARK IS
 PO0504'0.3 M (1.0 FT) EAST FROM A WITNESS POST THE MARK IS ABOVE LEVEL WITH
 PO0504'THE HIGHWAY.
 PO0504'
 PO0504'RECOVERY NOTE BY US POWER SQUADRON 1994 RECOVERED IN GOOD CONDITION.
 PO0504'
 PO0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) RECOVERED AS
 PO0504'DESCRIBED.
 PO0504'
 PO0504'RECOVERED AS DESCRIBED.
 PO0504
 PO0504                          STATION RECOVERY (2010)
 PO0504
 PO0504'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PO0504'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M WEST OF A
 PO0504'WHITE PLASTIC WITNESS POST AND 0.2 M EAST OF AN ORANGE FIBERGLASS
 PO0504'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB7542 ***********************************************************************
 AB7542  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AB7542  DESIGNATION -  B 235
 AB7542  PID         -  AB7542
 AB7542  STATE/COUNTY-  WI/DOUGLAS
 AB7542  COUNTRY     -  US
 AB7542  USGS QUAD   -  PARKLAND (2018)
 AB7542
 AB7542                         *CURRENT SURVEY CONTROL
 AB7542  ______________________________________________________________________
 AB7542* NAD 83(1986) POSITION- 46 41 06.4    (N) 091 58 19.2    (W)   HD_HELD2
 AB7542* NAVD 88 ORTHO HEIGHT -   184.925 (meters)      606.71  (feet) ADJUSTED
 AB7542  ______________________________________________________________________
 AB7542  GEOID HEIGHT    -        -28.303 (meters)                     GEOID18
 AB7542  DYNAMIC HEIGHT  -        184.947 (meters)      606.78  (feet) COMP
 AB7542  MODELED GRAVITY -    980,727.4   (mgal)                       NAVD 88
 AB7542
 AB7542  VERT ORDER      -  FIRST     CLASS II
 AB7542
 AB7542.The horizontal coordinates were established by autonomous hand held GPS
 AB7542.observations and have an estimated accuracy of +/- 10 meters.
 AB7542
 AB7542.The orthometric height was determined by differential leveling and
 AB7542.adjusted by the NATIONAL GEODETIC SURVEY
 AB7542.in July 2002.
 AB7542
 AB7542.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7542.GEOID18 height accuracy estimate available here.
 AB7542
 AB7542.This Water Level Mark is designated as VM 21155
 AB7542.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AB7542
 AB7542.Click photographs - Photos may exist for this station.
 AB7542
 AB7542.The dynamic height is computed by dividing the NAVD 88
 AB7542.geopotential number by the normal gravity value computed on the
 AB7542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7542.degrees latitude (g = 980.6199 gals.).
 AB7542
 AB7542.The modeled gravity was interpolated from observed gravity values.
 AB7542
 AB7542;                    North         East    Units  Estimated Accuracy
 AB7542;SPC WI N     -   170,645.      449,156.      MT  (+/- 10 meters HH2 GPS)
 AB7542
 AB7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7861270685(NAD 83)
 AB7542
 AB7542                          SUPERSEDED SURVEY CONTROL
 AB7542
 AB7542  NAVD 88 (07/25/13)  184.929  (m)          606.72   (f) SUPERSEDED  2 1
 AB7542
 AB7542.Superseded values are not recommended for survey control.
 AB7542
 AB7542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7542.See file dsdata.pdf to determine how the superseded data were derived.
 AB7542
 AB7542_MARKER: F = FLANGE-ENCASED ROD
 AB7542_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7542_STAMPING: B 235 1996
 AB7542_MARK LOGO: NGS
 AB7542_PROJECTION: FLUSH
 AB7542_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7542+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 AB7542_ROD/PIPE-DEPTH: 19.5 meters
 AB7542_SLEEVE-DEPTH  : 0.9 meters
 AB7542
 AB7542  HISTORY     - Date     Condition        Report By
 AB7542  HISTORY     - 1996     MONUMENTED       NGS
 AB7542  HISTORY     - 20081024 MARK NOT FOUND   GEOCAC
 AB7542  HISTORY     - 20120731 GOOD             WIDT
 AB7542
 AB7542                          STATION DESCRIPTION
 AB7542
 AB7542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7542'1.6 KM (1.00 MI) EASTERLY ALONG BELKNAP STREET AND THEN LENROOT
 AB7542'HIGHWAY FROM THE POST OFFICE IN SUPERIOR, THENCE 7.7 KM (4.80 MI)
 AB7542'SOUTHERLY ALONG U.S. HIGHWAY 53, THENCE 2.3 KM (1.40 MI) EASTERLY
 AB7542'ALONG COUNTY ROAD E, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG A PAVED
 AB7542'ROAD LEADING TO WISCONSIN POINT, 29.3 M (96.1 FT) SOUTHEAST OF A FENCE
 AB7542'CORNER, 15.2 M (49.9 FT) NORTHEAST OF THE ROAD CENTERLINE, 0.5 M (1.6
 AB7542'FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 AB7542'THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB7542'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB7542'FOR A CLASS A MARK.
 AB7542
 AB7542                          STATION RECOVERY (2008)
 AB7542
 AB7542'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 AB7542'MARK NOT FOUND.
 AB7542
 AB7542                          STATION RECOVERY (2012)
 AB7542
 AB7542'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 AB7542'THE STATION IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 AB7542'WHITE PLASTIC WITNESS POSTS.
 AB7542'
 AB7542'NOTE-THE STATION IS LOCATED 0.9 MI (1.4 KM) NORTH OF THE PREVIOUSLY
 AB7542'REFERENCED COUNTY ROAD E, WHICH IS NOW CALLED MOCCASIN MIKE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0395 ***********************************************************************
 QL0395  DESIGNATION -  B 24
 QL0395  PID         -  QL0395
 QL0395  STATE/COUNTY-  WI/MARINETTE
 QL0395  COUNTRY     -  US
 QL0395  USGS QUAD   -  FAITHORN (2017)
 QL0395
 QL0395                         *CURRENT SURVEY CONTROL
 QL0395  ______________________________________________________________________
 QL0395* NAD 83(1986) POSITION- 45 39 47.37   (N) 087 49 59.84   (W)   HD_HELD1
 QL0395* NAVD 88 ORTHO HEIGHT -   255.798 (meters)      839.23  (feet) ADJUSTED
 QL0395  ______________________________________________________________________
 QL0395  GEOID HEIGHT    -        -35.119 (meters)                     GEOID18
 QL0395  DYNAMIC HEIGHT  -        255.795 (meters)      839.22  (feet) COMP
 QL0395  MODELED GRAVITY -    980,595.4   (mgal)                       NAVD 88
 QL0395
 QL0395  VERT ORDER      -  SECOND    CLASS 0
 QL0395
 QL0395.The horizontal coordinates were determined by differentially corrected
 QL0395.hand held GPS observations or other comparable positioning techniques
 QL0395.and have an estimated accuracy of +/- 3 meters.
 QL0395
 QL0395.The orthometric height was determined by differential leveling and
 QL0395.adjusted by the NATIONAL GEODETIC SURVEY
 QL0395.in June 1991.
 QL0395
 QL0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0395.GEOID18 height accuracy estimate available here.
 QL0395
 QL0395.Click photographs - Photos may exist for this station.
 QL0395
 QL0395.The dynamic height is computed by dividing the NAVD 88
 QL0395.geopotential number by the normal gravity value computed on the
 QL0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0395.degrees latitude (g = 980.6199 gals.).
 QL0395
 QL0395.The modeled gravity was interpolated from observed gravity values.
 QL0395
 QL0395;                    North         East    Units  Estimated Accuracy
 QL0395;SPC WI C     -   205,592.4     768,842.0     MT  (+/- 3 meters HH1 GPS) 
 QL0395
 QL0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3508656960(NAD 83)
 QL0395
 QL0395                          SUPERSEDED SURVEY CONTROL
 QL0395
 QL0395  NGVD 29 (??/??/92)  255.816  (m)          839.29   (f) ADJ UNCH    2 0
 QL0395
 QL0395.Superseded values are not recommended for survey control.
 QL0395
 QL0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0395.See file dsdata.pdf to determine how the superseded data were derived.
 QL0395
 QL0395_MARKER: DB = BENCH MARK DISK
 QL0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0395_STAMPING: B 24 1934
 QL0395_MARK LOGO: CGS
 QL0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0395+STABILITY: SURFACE MOTION
 QL0395
 QL0395  HISTORY     - Date     Condition        Report By
 QL0395  HISTORY     - 1934     MONUMENTED       CGS
 QL0395  HISTORY     - 20051115 MARK NOT FOUND   WIDT
 QL0395
 QL0395                          STATION DESCRIPTION
 QL0395
 QL0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0395'9.3 MI E FROM PEMBINE.
 QL0395'9.3 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0395'MARIE RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0395'AT MILEAGE 298.8, 25 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 QL0395'TRACK, AND 12 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 QL0395'B 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0395
 QL0395                          STATION RECOVERY (2005)
 QL0395
 QL0395'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0395'MARK NOT FOUND.   ADD RECOVERED BASE OF THE OLD POLE BUT NO EVIDENCE
 QL0395'OF THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0157 ***********************************************************************
 QM0157  DESIGNATION -  B 25
 QM0157  PID         -  QM0157
 QM0157  STATE/COUNTY-  WI/FOREST
 QM0157  COUNTRY     -  US
 QM0157  USGS QUAD   -  LAKE GORDON (2018)
 QM0157
 QM0157                         *CURRENT SURVEY CONTROL
 QM0157  ______________________________________________________________________
 QM0157* NAD 83(1986) POSITION- 45 39 02.     (N) 088 35 37.     (W)   SCALED
 QM0157* NAVD 88 ORTHO HEIGHT -   455.962 (meters)     1495.94  (feet) ADJUSTED
 QM0157  ______________________________________________________________________
 QM0157  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 QM0157  DYNAMIC HEIGHT  -        455.935 (meters)     1495.85  (feet) COMP
 QM0157  MODELED GRAVITY -    980,542.1   (mgal)                       NAVD 88
 QM0157
 QM0157  VERT ORDER      -  SECOND    CLASS 0
 QM0157
 QM0157.The horizontal coordinates were scaled from a map and have
 QM0157.an estimated accuracy of +/- 6 seconds.
 QM0157
 QM0157.The orthometric height was determined by differential leveling and
 QM0157.adjusted by the NATIONAL GEODETIC SURVEY
 QM0157.in June 1991.
 QM0157
 QM0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0157.GEOID18 height accuracy estimate available here.
 QM0157
 QM0157.Click photographs - Photos may exist for this station.
 QM0157
 QM0157.The dynamic height is computed by dividing the NAVD 88
 QM0157.geopotential number by the normal gravity value computed on the
 QM0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0157.degrees latitude (g = 980.6199 gals.).
 QM0157
 QM0157.The modeled gravity was interpolated from observed gravity values.
 QM0157
 QM0157;                    North         East    Units  Estimated Accuracy
 QM0157;SPC WI N     -    54,750.      709,620.      MT  (+/- 180 meters Scaled)
 QM0157
 QM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR758564(NAD 83)
 QM0157
 QM0157                          SUPERSEDED SURVEY CONTROL
 QM0157
 QM0157  NGVD 29 (??/??/92)  455.949  (m)         1495.89   (f) ADJ UNCH    2 0
 QM0157
 QM0157.Superseded values are not recommended for survey control.
 QM0157
 QM0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0157.See file dsdata.pdf to determine how the superseded data were derived.
 QM0157
 QM0157_MARKER: DB = BENCH MARK DISK
 QM0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0157_STAMPING: B 25 1934
 QM0157_MARK LOGO: CGS
 QM0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0157+STABILITY: SURFACE MOTION
 QM0157
 QM0157  HISTORY     - Date     Condition        Report By
 QM0157  HISTORY     - 1934     MONUMENTED       CGS
 QM0157  HISTORY     - 20051130 MARK NOT FOUND   WIDT
 QM0157
 QM0157                          STATION DESCRIPTION
 QM0157
 QM0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0157'12.4 MI W FROM GOODMAN.
 QM0157'IN FOREST COUNTY, 12.4 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL
 QM0157'AND SAULT STE. MARIE RAILROAD FROM THE STATION AT GOODMAN,
 QM0157'MARINETTE COUNTY, 22 FEET EAST OF MILEPOST 258, 21 FEET NORTH
 QM0157'OF THE CENTERLINE OF THE MAIN TRACK, AND 15 FEET SOUTH OF A
 QM0157'SIDE TRACK.  A STANDARD DISK, STAMPED B 25 1934 AND SET IN THE
 QM0157'TOP OF A CONCRETE POST.
 QM0157
 QM0157                          STATION RECOVERY (2005)
 QM0157
 QM0157'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0157'MARK NOT FOUND.  ADD RECOVERED THE MILEPOST AND THE PUBLISHED
 QM0157'DISTANCES INTERSECT AT A POINT WHERE THERE HAS BEEN EXTENSIVE
 QM0157'REGRADING. NO EVIDENCE OF THE STATION OR THE PREVIOUSLY DESCRIBED SIDE
 QM0157'TRACK WERE RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0001 ***********************************************************************
 QM0001  DESIGNATION -  B 26
 QM0001  PID         -  QM0001
 QM0001  STATE/COUNTY-  WI/MARINETTE
 QM0001  COUNTRY     -  US
 QM0001  USGS QUAD   -  DUNBAR NE (2018)
 QM0001
 QM0001                         *CURRENT SURVEY CONTROL
 QM0001  ______________________________________________________________________
 QM0001* NAD 83(1986) POSITION- 45 44 07.     (N) 088 01 19.     (W)   SCALED
 QM0001* NAVD 88 ORTHO HEIGHT -   335.414 (meters)     1100.44  (feet) ADJUSTED
 QM0001  ______________________________________________________________________
 QM0001  GEOID HEIGHT    -        -34.697 (meters)                     GEOID18
 QM0001  DYNAMIC HEIGHT  -        335.402 (meters)     1100.40  (feet) COMP
 QM0001  MODELED GRAVITY -    980,569.1   (mgal)                       NAVD 88
 QM0001
 QM0001  VERT ORDER      -  SECOND    CLASS 0
 QM0001
 QM0001.The horizontal coordinates were scaled from a map and have
 QM0001.an estimated accuracy of +/- 6 seconds.
 QM0001
 QM0001.The orthometric height was determined by differential leveling and
 QM0001.adjusted by the NATIONAL GEODETIC SURVEY
 QM0001.in June 1991.
 QM0001
 QM0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0001.GEOID18 height accuracy estimate available here.
 QM0001
 QM0001.Click photographs - Photos may exist for this station.
 QM0001
 QM0001.The dynamic height is computed by dividing the NAVD 88
 QM0001.geopotential number by the normal gravity value computed on the
 QM0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0001.degrees latitude (g = 980.6199 gals.).
 QM0001
 QM0001.The modeled gravity was interpolated from observed gravity values.
 QM0001
 QM0001;                    North         East    Units  Estimated Accuracy
 QM0001;SPC WI C     -   213,230.      753,950.      MT  (+/- 180 meters Scaled)
 QM0001
 QM0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR204651(NAD 83)
 QM0001
 QM0001                          SUPERSEDED SURVEY CONTROL
 QM0001
 QM0001  NGVD 29 (??/??/92)  335.411  (m)         1100.43   (f) ADJ UNCH    2 0
 QM0001
 QM0001.Superseded values are not recommended for survey control.
 QM0001
 QM0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0001.See file dsdata.pdf to determine how the superseded data were derived.
 QM0001
 QM0001_MARKER: DB = BENCH MARK DISK
 QM0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0001_STAMPING: B 26 1934
 QM0001_MARK LOGO: CGS
 QM0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0001+STABILITY: SURFACE MOTION
 QM0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0001+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 QM0001
 QM0001  HISTORY     - Date     Condition        Report By
 QM0001  HISTORY     - 1934     MONUMENTED       CGS
 QM0001  HISTORY     - 20051128 GOOD             WIDT
 QM0001
 QM0001                          STATION DESCRIPTION
 QM0001
 QM0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0001'7.6 MI N FROM PEMBINE.
 QM0001'7.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QM0001'PACIFIC RAILROAD FROM THE STATION AT PEMBINE, 125 FEET NORTH
 QM0001'OF MILEPOST 285, AND 18 FEET WEST OF THE CENTERLINE OF THE MAIN
 QM0001'TRACK.  A STANDARD DISK, STAMPED B 26 1934 AND SET IN THE TOP
 QM0001'OF A CONCRETE POST.
 QM0001
 QM0001                          STATION RECOVERY (2005)
 QM0001
 QM0001'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0001'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 1.0 MI SOUTHEAST
 QM0001'ALONG THE RAILROAD GRADE FROM THE JUNCTION OF COUNTY HIGHWAY O WITH
 QM0001'THE ESCANABA AND LAKE SUPERIOR RAILWAY, AND 0.3 M NORTHEAST OF AN
 QM0001'ORANGE FIBERGLASS WITNESS POST. --NOTE THE CONCRETE HAS HAIRLINE
 QM0001'CRACKS IN IT, BUT THE STATION IS STABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0398 ***********************************************************************
 PN0398  DESIGNATION -  B 28
 PN0398  PID         -  PN0398
 PN0398  STATE/COUNTY-  WI/SHAWANO
 PN0398  COUNTRY     -  US
 PN0398  USGS QUAD   -  WITTENBERG (2018)
 PN0398
 PN0398                         *CURRENT SURVEY CONTROL
 PN0398  ______________________________________________________________________
 PN0398* NAD 83(1986) POSITION- 44 51 24.     (N) 089 11 01.     (W)   SCALED
 PN0398* NAVD 88 ORTHO HEIGHT -   370.518 (meters)     1215.61  (feet) ADJUSTED
 PN0398  ______________________________________________________________________
 PN0398  GEOID HEIGHT    -        -35.767 (meters)                     GEOID18
 PN0398  DYNAMIC HEIGHT  -        370.457 (meters)     1215.41  (feet) COMP
 PN0398  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 PN0398
 PN0398  VERT ORDER      -  SECOND    CLASS 0
 PN0398
 PN0398.The horizontal coordinates were scaled from a map and have
 PN0398.an estimated accuracy of +/- 6 seconds.
 PN0398
 PN0398.The orthometric height was determined by differential leveling and
 PN0398.adjusted by the NATIONAL GEODETIC SURVEY
 PN0398.in June 1991.
 PN0398
 PN0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0398.GEOID18 height accuracy estimate available here.
 PN0398
 PN0398.Click photographs - Photos may exist for this station.
 PN0398
 PN0398.The dynamic height is computed by dividing the NAVD 88
 PN0398.geopotential number by the normal gravity value computed on the
 PN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0398.degrees latitude (g = 980.6199 gals.).
 PN0398
 PN0398.The modeled gravity was interpolated from observed gravity values.
 PN0398
 PN0398;                    North         East    Units  Estimated Accuracy
 PN0398;SPC WI C     -   114,040.      664,530.      MT  (+/- 180 meters Scaled)
 PN0398
 PN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ274693(NAD 83)
 PN0398
 PN0398                          SUPERSEDED SURVEY CONTROL
 PN0398
 PN0398  NGVD 29 (??/??/92)  370.538  (m)         1215.67   (f) ADJ UNCH    2 0
 PN0398
 PN0398.Superseded values are not recommended for survey control.
 PN0398
 PN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0398.See file dsdata.pdf to determine how the superseded data were derived.
 PN0398
 PN0398_MARKER: DB = BENCH MARK DISK
 PN0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0398_STAMPING: B 28 1934
 PN0398_MARK LOGO: CGS
 PN0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0398+STABILITY: SURFACE MOTION
 PN0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0398+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2007
 PN0398
 PN0398  HISTORY     - Date     Condition        Report By
 PN0398  HISTORY     - 1934     MONUMENTED       CGS
 PN0398  HISTORY     - 20030606 GOOD             JCLS
 PN0398  HISTORY     - 20050707 GOOD             WIDT
 PN0398  HISTORY     - 20070515 GOOD             JCLS
 PN0398
 PN0398                          STATION DESCRIPTION
 PN0398
 PN0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0398'2.6 M E FROM ELAND.
 PN0398'ALONG CHICAGO AND NORTH-WESTERN RY., 0.5 MILE W. OF MP 67 AND
 PN0398'0.8 MILE W. OF WIS. HIGHWAY 26 OVERPASS.  MARK IS AT FENCE,
 PN0398'14 YDS. S. OF CENTERLINE OF TRACK, 14 YDS. W. OF CENTERLINE OF
 PN0398'GRAVEL CROSS-ROAD AND 6 YDS. W. OF CORNER FENCE POST.
 PN0398
 PN0398                          STATION RECOVERY (2003)
 PN0398
 PN0398'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 PN0398'RECOVERED IN GOOD CONDITION.
 PN0398
 PN0398                          STATION RECOVERY (2005)
 PN0398
 PN0398'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0398'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS LOCATED 14.3 M
 PN0398'SOUTH OF THE CENTERLINE OF THE MOUNTAIN BAY TRAIL, 13.9 M WEST OF THE
 PN0398'CENTERLINE OF HUMMINGBIRD ROAD, 26 CM SOUTH OF COUNTY SURVEYOR WITNESS
 PN0398'PLAQUE, 0.5 M EAST OF AN ORANGE FIBERGLASS WITNESS POST, AND THE
 PN0398'MONUMENT PROTRUDES 14 CM ABOVE GROUND.
 PN0398'-NOTE-THERE IS A 1-INCH IRON PIPE DRIVEN INTO THE GROUND ON THE NORTH
 PN0398'SIDE OF THE MONUMENT AS A GUARD, FOR LOCATING BY METAL DETECTOR.
 PN0398
 PN0398                          STATION RECOVERY (2007)
 PN0398
 PN0398'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 PN0398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0307 ***********************************************************************
 QM0307  DESIGNATION -  B 29
 QM0307  PID         -  QM0307
 QM0307  STATE/COUNTY-  WI/LANGLADE
 QM0307  COUNTRY     -  US
 QM0307  USGS QUAD   -  KEMPSTER (2018)
 QM0307
 QM0307                         *CURRENT SURVEY CONTROL
 QM0307  ______________________________________________________________________
 QM0307* NAD 83(1986) POSITION- 45 20 11.     (N) 089 09 56.     (W)   SCALED
 QM0307* NAVD 88 ORTHO HEIGHT -   515.635 (meters)     1691.71  (feet) ADJUSTED
 QM0307  ______________________________________________________________________
 QM0307  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 QM0307  DYNAMIC HEIGHT  -        515.573 (meters)     1691.51  (feet) COMP
 QM0307  MODELED GRAVITY -    980,479.8   (mgal)                       NAVD 88
 QM0307
 QM0307  VERT ORDER      -  SECOND    CLASS 0
 QM0307
 QM0307.The horizontal coordinates were scaled from a map and have
 QM0307.an estimated accuracy of +/- 6 seconds.
 QM0307
 QM0307.The orthometric height was determined by differential leveling and
 QM0307.adjusted by the NATIONAL GEODETIC SURVEY
 QM0307.in June 1991.
 QM0307
 QM0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0307.GEOID18 height accuracy estimate available here.
 QM0307
 QM0307.Click photographs - Photos may exist for this station.
 QM0307
 QM0307.The dynamic height is computed by dividing the NAVD 88
 QM0307.geopotential number by the normal gravity value computed on the
 QM0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0307.degrees latitude (g = 980.6199 gals.).
 QM0307
 QM0307.The modeled gravity was interpolated from observed gravity values.
 QM0307
 QM0307;                    North         East    Units  Estimated Accuracy
 QM0307;SPC WI C     -   167,360.      665,400.      MT  (+/- 180 meters Scaled)
 QM0307
 QM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR303226(NAD 83)
 QM0307
 QM0307                          SUPERSEDED SURVEY CONTROL
 QM0307
 QM0307  NGVD 29 (??/??/92)  515.616  (m)         1691.65   (f) ADJ UNCH    2 0
 QM0307
 QM0307.Superseded values are not recommended for survey control.
 QM0307
 QM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0307.See file dsdata.pdf to determine how the superseded data were derived.
 QM0307
 QM0307_MARKER: DB = BENCH MARK DISK
 QM0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0307_STAMPING: B 29 1934
 QM0307_MARK LOGO: CGS
 QM0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0307+STABILITY: SURFACE MOTION
 QM0307
 QM0307  HISTORY     - Date     Condition        Report By
 QM0307  HISTORY     - 1934     MONUMENTED       CGS
 QM0307  HISTORY     - 20050907 MARK NOT FOUND   WIDT
 QM0307
 QM0307                          STATION DESCRIPTION
 QM0307
 QM0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JDT)
 QM0307'3.3 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QM0307'SUMMIT LAKE, LANGLADE COUNTY, 32 YARDS SOUTH OF THE STATION AT
 QM0307'KOEPENICK, 200 YARDS NORTH OF MILEPOST 221, 16 YARDS SOUTH OF THE
 QM0307'CENTER OF A ROAD CROSSING, 5 YARDS SOUTH OF A CULVERT NO. 782-1/2,
 QM0307'AND 9 YARDS WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 QM0307'STAMPED B 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QM0307
 QM0307                          STATION RECOVERY (2005)
 QM0307
 QM0307'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0307'MARK NOT FOUND. ADD--DESCRIBED AREA HAS BEEN DISTURBED AND NO EVIDENCE
 QM0307'OF MONUMENT REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0003 ***********************************************************************
 NH0003  DESIGNATION -  B 3
 NH0003  PID         -  NH0003
 NH0003  STATE/COUNTY-  WI/WALWORTH
 NH0003  COUNTRY     -  US
 NH0003  USGS QUAD   -  BURLINGTON (2018)
 NH0003
 NH0003                         *CURRENT SURVEY CONTROL
 NH0003  ______________________________________________________________________
 NH0003* NAD 83(1986) POSITION- 42 39 04.41   (N) 088 21 34.52   (W)   HD_HELD1
 NH0003* NAVD 88 ORTHO HEIGHT -   244.298 (meters)      801.50  (feet) ADJUSTED
 NH0003  ______________________________________________________________________
 NH0003  GEOID HEIGHT    -        -34.279 (meters)                     GEOID18
 NH0003  DYNAMIC HEIGHT  -        244.225 (meters)      801.26  (feet) COMP
 NH0003  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 NH0003
 NH0003  VERT ORDER      -  SECOND    CLASS I
 NH0003
 NH0003.The horizontal coordinates were determined by differentially corrected
 NH0003.hand held GPS observations or other comparable positioning techniques
 NH0003.and have an estimated accuracy of +/- 3 meters.
 NH0003
 NH0003.The orthometric height was determined by differential leveling and
 NH0003.adjusted by the WI DEPT OF TRANSP
 NH0003.in May 2012.
 NH0003
 NH0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0003.GEOID18 height accuracy estimate available here.
 NH0003
 NH0003.Click photographs - Photos may exist for this station.
 NH0003
 NH0003.The dynamic height is computed by dividing the NAVD 88
 NH0003.geopotential number by the normal gravity value computed on the
 NH0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0003.degrees latitude (g = 980.6199 gals.).
 NH0003
 NH0003.The modeled gravity was interpolated from observed gravity values.
 NH0003
 NH0003;                    North         East    Units  Estimated Accuracy
 NH0003;SPC WI S     -    73,669.0     734,508.5     MT  (+/- 3 meters HH1 GPS) 
 NH0003
 NH0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8855622981(NAD 83)
 NH0003
 NH0003                          SUPERSEDED SURVEY CONTROL
 NH0003
 NH0003  NAVD 88 (04/20/07)  244.272  (m)          801.42   (f) SUPERSEDED  2 1
 NH0003  NAVD 88 (06/15/91)  244.281  (m)          801.45   (f) SUPERSEDED  1 2
 NH0003  NGVD 29 (??/??/92)  244.353  (m)          801.68   (f) ADJ UNCH    1 2
 NH0003
 NH0003.Superseded values are not recommended for survey control.
 NH0003
 NH0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0003.See file dsdata.pdf to determine how the superseded data were derived.
 NH0003
 NH0003_MARKER: DB = BENCH MARK DISK
 NH0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0003_STAMPING: 801.681 B 3 1930
 NH0003_MARK LOGO: CGS
 NH0003_PROJECTION: FLUSH
 NH0003_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0003+STABILITY: SURFACE MOTION
 NH0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0003+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 NH0003
 NH0003  HISTORY     - Date     Condition        Report By
 NH0003  HISTORY     - 1930     MONUMENTED       CGS
 NH0003  HISTORY     - 1960     GOOD             CGS
 NH0003  HISTORY     - 2001     GOOD             WIDT
 NH0003  HISTORY     - 20060607 GOOD             WIDT
 NH0003
 NH0003                          STATION DESCRIPTION
 NH0003
 NH0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0003'AT LYONS.
 NH0003'AT LYONS, WALWORTH COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0003'AND PACIFIC RAILROAD, ABOUT 100 YARDS WEST OF THE STATION, AT
 NH0003'A ROAD CROSSING, 68 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 NH0003'27.4 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 NH0003'801.681 B 3 1930 AND SET IN THE TOP OF A CONCRETE POST.
 NH0003
 NH0003                          STATION RECOVERY (2001)
 NH0003
 NH0003'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0003'THE STATION IS LOCATED ABOUT 47 KM SOUTHWEST OF RACINE, 15 KM EAST OF
 NH0003'ELKHORN, AND 9 KM NORTHEAST OF LAKE GENEVA.  OWNERSHIP--TOWN OF
 NH0003'LYONS. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 36
 NH0003'WITH STATE HIGHWAY 120 ABOUT 12 KM SOUTHWEST OF THE CITY OF
 NH0003'BURLINGTON, GO EAST ON STATE HIGHWAY 36 FOR 5.0 KM TO HOSPITAL ROAD
 NH0003'ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY 36 FOR 0.6 KM TO CHURCH
 NH0003'STREET ON THE RIGHT, TURN RIGHT AND GO SOUTH ON CHURCH STREET FOR 0.3
 NH0003'KM TO NORTH RAILROAD STREET, CONTINUE SOUTH ON CHURCH STREET FOR 0.1
 NH0003'KM TO THE ABONDONDED RAILROAD BED (BIKE TRAIL) AND THE STATION ON THE
 NH0003'LEFT. THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK
 NH0003'DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST AND ABOUT LEVEL
 NH0003'WITH THE STREET PAVEMENT. THE STATION IS 10.4 M NORTH OF THE
 NH0003'CENTERLINE OF SOUTH RAILROAD STREET, 18.3 M EAST OF CHURCH STREET,
 NH0003'30.7 M SOUTH OF THE SOUTH CORNER OF A 1.2 M SQUARE BASE FOR A
 NH0003'FLAGPOLE, AND 8.4 M SOUTH OF THE RAILROAD TRACKS.  ---NOTE---THE
 NH0003'STATION IS 0.3 M SOUTH OF A STEEL WITNESS POST.  ---NOTE2---THIS
 NH0003'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 NH0003'ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH EXTENDING TO 40
 NH0003'DEGREES.
 NH0003
 NH0003                          STATION RECOVERY (2006)
 NH0003
 NH0003'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 NH0003'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 4.2 M EAST OF THE
 NH0003'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --6097--.  NOTE-- VISIBLE
 NH0003'OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTHWEST QUADRANTS
 NH0003'EXTENDING TO 45 DEGREES, TREES TO THE EAST EXTENDING TO 30 DEGREES,
 NH0003'AND TREES TO THE WEST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0114 ***********************************************************************
 QM0114  DESIGNATION -  B 30
 QM0114  PID         -  QM0114
 QM0114  STATE/COUNTY-  WI/LANGLADE
 QM0114  COUNTRY     -  US
 QM0114  USGS QUAD   -  LANGLADE (2018)
 QM0114
 QM0114                         *CURRENT SURVEY CONTROL
 QM0114  ______________________________________________________________________
 QM0114* NAD 83(1986) POSITION- 45 09 50.     (N) 088 42 10.     (W)   SCALED
 QM0114* NAVD 88 ORTHO HEIGHT -   378.233 (meters)     1240.92  (feet) ADJUSTED
 QM0114  ______________________________________________________________________
 QM0114  GEOID HEIGHT    -        -35.476 (meters)                     GEOID18
 QM0114  DYNAMIC HEIGHT  -        378.187 (meters)     1240.77  (feet) COMP
 QM0114  MODELED GRAVITY -    980,485.2   (mgal)                       NAVD 88
 QM0114
 QM0114  VERT ORDER      -  SECOND    CLASS 0
 QM0114
 QM0114.The horizontal coordinates were scaled from a map and have
 QM0114.an estimated accuracy of +/- 6 seconds.
 QM0114
 QM0114.The orthometric height was determined by differential leveling and
 QM0114.adjusted by the NATIONAL GEODETIC SURVEY
 QM0114.in June 1991.
 QM0114
 QM0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0114.GEOID18 height accuracy estimate available here.
 QM0114
 QM0114.Click photographs - Photos may exist for this station.
 QM0114
 QM0114.The dynamic height is computed by dividing the NAVD 88
 QM0114.geopotential number by the normal gravity value computed on the
 QM0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0114.degrees latitude (g = 980.6199 gals.).
 QM0114
 QM0114.The modeled gravity was interpolated from observed gravity values.
 QM0114
 QM0114;                    North         East    Units  Estimated Accuracy
 QM0114;SPC WI C     -   148,670.      701,980.      MT  (+/- 180 meters Scaled)
 QM0114
 QM0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR661025(NAD 83)
 QM0114
 QM0114                          SUPERSEDED SURVEY CONTROL
 QM0114
 QM0114  NGVD 29 (??/??/92)  378.230  (m)         1240.91   (f) ADJ UNCH    2 0
 QM0114
 QM0114.Superseded values are not recommended for survey control.
 QM0114
 QM0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0114.See file dsdata.pdf to determine how the superseded data were derived.
 QM0114
 QM0114_MARKER: DB = BENCH MARK DISK
 QM0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0114_STAMPING: B 30 1934
 QM0114_MARK LOGO: CGS
 QM0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0114+STABILITY: SURFACE MOTION
 QM0114
 QM0114  HISTORY     - Date     Condition        Report By
 QM0114  HISTORY     - 1934     MONUMENTED       CGS
 QM0114  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0114  HISTORY     - 20050906 MARK NOT FOUND   WIDT
 QM0114
 QM0114                          STATION DESCRIPTION
 QM0114
 QM0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0114'2.1 MI S FROM LANGLADE.
 QM0114'2.1 MILES S. OF LANGLADE ALONG WISCONSIN HIGHWAYS 64 AND 55, 3.4
 QM0114'MILES N. OF JUNCTION, AND 2.2 MILES N. OF SCHOOL HOUSE.  MARK IS
 QM0114'NEAR CENTER OF A HALF MILE STRETCH OF LEVEL TANGENT AND 10 YDS.
 QM0114'N.E. OF CENTER LINE OF HIGHWAY, 3 YDS. N.E. OF SIXTH TELEPHONE
 QM0114'POLE S.E. OF CURVE, 16 YDS. S. E. OF SOUTHERLY OF TWO PINE TREES
 QM0114'AND 100 YDS. S.E. OF A SMALL CUT ON THE W. SIDE OF THE ROAD.
 QM0114
 QM0114                          STATION RECOVERY (1973)
 QM0114
 QM0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QM0114'MARK NOT FOUND.
 QM0114
 QM0114                          STATION RECOVERY (2005)
 QM0114
 QM0114'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0114'MARK NOT FOUND.  ADD--UNABLE TO DETERMINE LOCATION OF STATION, NO
 QM0114'EVIDENCE OF WAS RECOVERED IN AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL0947 ***********************************************************************
 RL0947  DESIGNATION -  B 31
 RL0947  PID         -  RL0947
 RL0947  STATE/COUNTY-  WI/VILAS
 RL0947  COUNTRY     -  US
 RL0947  USGS QUAD   -  LAND O' LAKES (2018)
 RL0947
 RL0947                         *CURRENT SURVEY CONTROL
 RL0947  ______________________________________________________________________
 RL0947* NAD 83(1986) POSITION- 46 08 27.60   (N) 089 12 21.52   (W)   HD_HELD1
 RL0947* NAVD 88 ORTHO HEIGHT -   513.643 (meters)     1685.18  (feet) ADJUSTED
 RL0947  ______________________________________________________________________
 RL0947  GEOID HEIGHT    -        -31.407 (meters)                     GEOID18
 RL0947  DYNAMIC HEIGHT  -        513.638 (meters)     1685.16  (feet) COMP
 RL0947  MODELED GRAVITY -    980,589.4   (mgal)                       NAVD 88
 RL0947
 RL0947  VERT ORDER      -  SECOND    CLASS 0
 RL0947
 RL0947.The horizontal coordinates were determined by differentially corrected
 RL0947.hand held GPS observations or other comparable positioning techniques
 RL0947.and have an estimated accuracy of +/- 3 meters.
 RL0947
 RL0947.The orthometric height was determined by differential leveling and
 RL0947.adjusted by the NATIONAL GEODETIC SURVEY
 RL0947.in June 1991.
 RL0947
 RL0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0947.GEOID18 height accuracy estimate available here.
 RL0947
 RL0947.Click photographs - Photos may exist for this station.
 RL0947
 RL0947.The dynamic height is computed by dividing the NAVD 88
 RL0947.geopotential number by the normal gravity value computed on the
 RL0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0947.degrees latitude (g = 980.6199 gals.).
 RL0947
 RL0947.The modeled gravity was interpolated from observed gravity values.
 RL0947
 RL0947;                    North         East    Units  Estimated Accuracy
 RL0947;SPC WI N     -   108,598.2     661,346.8     MT  (+/- 3 meters HH1 GPS) 
 RL0947
 RL0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2962212079(NAD 83)
 RL0947
 RL0947                          SUPERSEDED SURVEY CONTROL
 RL0947
 RL0947  NGVD 29 (??/??/92)  513.658  (m)         1685.23   (f) ADJ UNCH    2 0
 RL0947
 RL0947.Superseded values are not recommended for survey control.
 RL0947
 RL0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0947.See file dsdata.pdf to determine how the superseded data were derived.
 RL0947
 RL0947_MARKER: DB = BENCH MARK DISK
 RL0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0947_SP_SET: BRIDGE RAIL FOOTING
 RL0947_STAMPING: B 31 1934
 RL0947_MARK LOGO: CGS
 RL0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0947
 RL0947  HISTORY     - Date     Condition        Report By
 RL0947  HISTORY     - 1934     MONUMENTED       CGS
 RL0947  HISTORY     - 1948     GOOD             CGS
 RL0947  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 RL0947  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0947  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0947
 RL0947                          STATION DESCRIPTION
 RL0947
 RL0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0947'1.4 MI S FROM LAND O LAKES.
 RL0947'ABOUT 1.35 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE STATE
 RL0947'LINE AT LAND O LAKES, SET IN THE TOP AND 3.1 FEET SOUTH OF THE
 RL0947'NORTH END OF THE WEST RAIL FOOTING OF THE 50-FOOT CONCRETE
 RL0947'BRIDGE OVER WISCONSIN RIVER, 16 FEET WEST OF AND ABOUT 1 FOOT
 RL0947'ABOVE THE BRIDGE FLOOR.
 RL0947
 RL0947                          STATION RECOVERY (1996)
 RL0947
 RL0947'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0947'MARK NOT FOUND.
 RL0947
 RL0947                          STATION RECOVERY (2002)
 RL0947
 RL0947'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0947'MARK NOT FOUND.
 RL0947
 RL0947                          STATION RECOVERY (2005)
 RL0947
 RL0947'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0947'MARK NOT FOUND. ADD-THE ORIGINAL BRIDGE WAS REPLACE BY THE WISCONSIN
 RL0947'DEPARTMENT OF TRANSPORTION IN 1992.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0269 ***********************************************************************
 QM0269  DESIGNATION -  B 32
 QM0269  PID         -  QM0269
 QM0269  STATE/COUNTY-  WI/ONEIDA
 QM0269  COUNTRY     -  US
 QM0269  USGS QUAD   -  STARKS (2018)
 QM0269
 QM0269                         *CURRENT SURVEY CONTROL
 QM0269  ______________________________________________________________________
 QM0269* NAD 83(1986) POSITION- 45 41 24.     (N) 089 08 32.     (W)   SCALED
 QM0269* NAVD 88 ORTHO HEIGHT -   499.163 (meters)     1637.67  (feet) ADJUSTED
 QM0269  ______________________________________________________________________
 QM0269  GEOID HEIGHT    -        -32.565 (meters)                     GEOID18
 QM0269  DYNAMIC HEIGHT  -        499.130 (meters)     1637.56  (feet) COMP
 QM0269  MODELED GRAVITY -    980,534.4   (mgal)                       NAVD 88
 QM0269
 QM0269  VERT ORDER      -  SECOND    CLASS 0
 QM0269
 QM0269.The horizontal coordinates were scaled from a map and have
 QM0269.an estimated accuracy of +/- 6 seconds.
 QM0269
 QM0269.The orthometric height was determined by differential leveling and
 QM0269.adjusted by the NATIONAL GEODETIC SURVEY
 QM0269.in June 1991.
 QM0269
 QM0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0269.GEOID18 height accuracy estimate available here.
 QM0269
 QM0269.Click photographs - Photos may exist for this station.
 QM0269
 QM0269.The dynamic height is computed by dividing the NAVD 88
 QM0269.geopotential number by the normal gravity value computed on the
 QM0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0269.degrees latitude (g = 980.6199 gals.).
 QM0269
 QM0269.The modeled gravity was interpolated from observed gravity values.
 QM0269
 QM0269;                    North         East    Units  Estimated Accuracy
 QM0269;SPC WI N     -    58,530.      666,810.      MT  (+/- 180 meters Scaled)
 QM0269
 QM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR331618(NAD 83)
 QM0269
 QM0269                          SUPERSEDED SURVEY CONTROL
 QM0269
 QM0269  NGVD 29 (??/??/92)  499.142  (m)         1637.60   (f) ADJ UNCH    2 0
 QM0269
 QM0269.Superseded values are not recommended for survey control.
 QM0269
 QM0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0269.See file dsdata.pdf to determine how the superseded data were derived.
 QM0269
 QM0269_MARKER: DB = BENCH MARK DISK
 QM0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0269_STAMPING: B 32 1934
 QM0269_MARK LOGO: CGS
 QM0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0269+STABILITY: SURFACE MOTION
 QM0269
 QM0269  HISTORY     - Date     Condition        Report By
 QM0269  HISTORY     - 1934     MONUMENTED       CGS
 QM0269  HISTORY     - 20051003 MARK NOT FOUND   WIDT
 QM0269
 QM0269                          STATION DESCRIPTION
 QM0269
 QM0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0269'1 MI S FROM HILES JUNCTION.
 QM0269'1 MILE SOUTH, ALONG THE CHICAGO AND NORTHWESTERN RR, 12 FEET
 QM0269'WEST OF CENTER OF TRACK, 60 FEET SOUTH OF STATION 1 MILE SIGN,
 QM0269'20 FEET NORTH OF COUNTY ROAD CROSSING, 5 IN ABOVE THE GROUND.
 QM0269
 QM0269                          STATION RECOVERY (2005)
 QM0269
 QM0269'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0269'MARK NOT RECOVERED. ADD THE PUBLISHED DISTANCES INTERSECT AT POINT,
 QM0269'BUT NO EVIDENCE OF THE STATION WAS RECOVERED.  NOTE THE TRACKS HAVE
 QM0269'BEEN REMOVED AND THE OLD RAIL BED IS NOW A SNOWMOBILE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0374 ***********************************************************************
 QM0374  DESIGNATION -  B 33
 QM0374  PID         -  QM0374
 QM0374  STATE/COUNTY-  WI/LINCOLN
 QM0374  COUNTRY     -  US
 QM0374  USGS QUAD   -  MERRILL (2018)
 QM0374
 QM0374                         *CURRENT SURVEY CONTROL
 QM0374  ______________________________________________________________________
 QM0374* NAD 83(2011) POSITION- 45 10 44.08454(N) 089 42 51.30685(W)   ADJUSTED
 QM0374* NAD 83(2011) ELLIP HT-   351.690 (meters)        (06/27/12)   ADJUSTED
 QM0374* NAD 83(2011) EPOCH   -  2010.00
 QM0374* NAVD 88 ORTHO HEIGHT -   385.003 (meters)     1263.13  (feet) ADJUSTED
 QM0374  ______________________________________________________________________
 QM0374  GEOID HEIGHT    -        -33.323 (meters)                     GEOID18
 QM0374  NAD 83(2011) X  -     22,461.249 (meters)                     COMP
 QM0374  NAD 83(2011) Y  - -4,503,701.326 (meters)                     COMP
 QM0374  NAD 83(2011) Z  -  4,501,635.411 (meters)                     COMP
 QM0374  LAPLACE CORR    -         -6.59  (seconds)                    DEFLEC18
 QM0374  DYNAMIC HEIGHT  -        384.961 (meters)     1262.99  (feet) COMP
 QM0374  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 QM0374
 QM0374  VERT ORDER      -  SECOND    CLASS I
 QM0374
 QM0374  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0374  Standards:
 QM0374         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0374            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0374  -------------------------------------------------------------------
 QM0374  NETWORK    1.18   2.14           0.56   0.36   1.09     -0.04398475
 QM0374  -------------------------------------------------------------------
 QM0374  Click here for local accuracies and other accuracy information.
 QM0374
 QM0374.The horizontal coordinates were established by GPS observations
 QM0374.and adjusted by the National Geodetic Survey in June 2012.
 QM0374
 QM0374.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0374.been affixed to the stable North American tectonic plate. See 
 QM0374.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0374
 QM0374.The horizontal coordinates are valid at the epoch date displayed above
 QM0374.which is a decimal equivalence of Year/Month/Day.
 QM0374
 QM0374.The orthometric height was determined by differential leveling and
 QM0374.adjusted by the WI DEPT OF TRANSP
 QM0374.in May 2012.
 QM0374
 QM0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0374.GEOID18 height accuracy estimate available here.
 QM0374
 QM0374.Click photographs - Photos may exist for this station.
 QM0374
 QM0374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0374
 QM0374.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0374
 QM0374.The ellipsoidal height was determined by GPS observations
 QM0374.and is referenced to NAD 83.
 QM0374
 QM0374.The dynamic height is computed by dividing the NAVD 88
 QM0374.geopotential number by the normal gravity value computed on the
 QM0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0374.degrees latitude (g = 980.6199 gals.).
 QM0374
 QM0374.The modeled gravity was interpolated from observed gravity values.
 QM0374
 QM0374. The following values were computed from the NAD 83(2011) position.
 QM0374
 QM0374;                    North         East     Units Scale Factor Converg.
 QM0374;SPC WI C     -   149,560.759   622,459.040   MT  0.99995464   +0 12 05.8
 QM0374;SPC WI C     -   490,683.92  2,042,184.37   sFT  0.99995464   +0 12 05.8
 QM0374;UTM  16      - 5,006,409.885   286,742.633   MT  1.00015923   -1 55 33.5
 QM0374
 QM0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0374!SPC WI C     -   0.99994486  x   0.99995464  =   0.99989951
 QM0374!UTM  16      -   0.99994486  x   1.00015923  =   1.00010409
 QM0374
 QM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8674206409(NAD 83)
 QM0374
 QM0374                          SUPERSEDED SURVEY CONTROL
 QM0374
 QM0374  NAD 83(2007)-  45 10 44.08467(N)    089 42 51.30759(W) AD(2002.00) 0
 QM0374  ELLIP H (02/10/07)  351.722  (m)                       GP(2002.00)    
 QM0374  NAD 83(1997)-  45 10 44.08470(N)    089 42 51.30813(W) AD(       ) A
 QM0374  ELLIP H (04/28/99)  351.734  (m)                       GP(       ) 3 1
 QM0374  NAD 83(1991)-  45 10 44.08369(N)    089 42 51.30626(W) AD(       ) 1
 QM0374  ELLIP H (08/19/91)  351.729  (m)                       GP(       ) 4 1
 QM0374  NAVD 88 (07/08/08)  384.987  (m)         1263.08   (f) SUPERSEDED  2 1
 QM0374  NAVD 88             385.00   (m)         1263.1    (f) LEVELING    3  
 QM0374  NAVD 88 (06/15/91)  384.995  (m)         1263.10   (f) SUPERSEDED  2 0
 QM0374  NGVD 29 (??/??/92)  384.999  (m)         1263.12   (f) ADJ UNCH    2 0
 QM0374  NGVD 29             385.00   (m)         1263.1    (f) LEVELING    3  
 QM0374
 QM0374.Superseded values are not recommended for survey control.
 QM0374
 QM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0374.See file dsdata.pdf to determine how the superseded data were derived.
 QM0374
 QM0374_MARKER: DB = BENCH MARK DISK
 QM0374_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QM0374_SP_SET: BRIDGE ABUTMENT
 QM0374_STAMPING: B 33 1934
 QM0374_MARK LOGO: CGS
 QM0374_PROJECTION: FLUSH
 QM0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0374+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2019
 QM0374
 QM0374  HISTORY     - Date     Condition        Report By
 QM0374  HISTORY     - 1934     MONUMENTED       CGS
 QM0374  HISTORY     - 1934     GOOD             CGS
 QM0374  HISTORY     - 19900806 GOOD             NGS
 QM0374  HISTORY     - 19971203 GOOD             NGS
 QM0374  HISTORY     - 20011006 GOOD             USPSQD
 QM0374  HISTORY     - 20020614 GOOD             JCLS
 QM0374  HISTORY     - 20030928 GOOD             USPSQD
 QM0374  HISTORY     - 20050719 GOOD             LDACE
 QM0374  HISTORY     - 20060717 GOOD             WIDT
 QM0374  HISTORY     - 20110705 GOOD             WIDT
 QM0374  HISTORY     - 20190708 GOOD             WIDT
 QM0374
 QM0374                          STATION DESCRIPTION
 QM0374
 QM0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0374'IN MERRILL.
 QM0374'A DISK IN THE WEST MAIN STREET BRIDGE, IN THE NORTHEAST CORNER
 QM0374'OF THE BRIDGE, 6 FEET NORTH OF THE NORTH CURB OF MAIN STREET,
 QM0374'4 FEET EAST OF THE EASTERNMOST LAMP OF THE BRIDGE PROPER, 12
 QM0374'FEET WEST OF THE EAST END OF BRIDGE APPROACH, NOTE-- THIS IS
 QM0374'THE 3RD BRIDGE WEST OF THE CENTER OF TOWN.
 QM0374
 QM0374                          STATION RECOVERY (1990)
 QM0374
 QM0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QM0374'THE STATION IS LOCATED ON THE WEST SIDE OF MERRILL IN TOP OF THE EAST
 QM0374'END OF THE NORTH SIDE OF THE BASE OF THE RETAINING WALL OF THE
 QM0374'HIGHWAY 64 BRIDGE OVER THE WISCONSIN RIVER.  OWNERSHIP--WISCONSIN
 QM0374'DEPARTMENT OF TRANSPORTATION, P.O. BOX 7916, MADISON, WI 53707, PHONE
 QM0374'608-267-2462.
 QM0374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107 NORTH AND
 QM0374'COMBINED HIGHWAYS 64 AND 107 WEST, ON THE WEST SIDE OF MERRILL, GO
 QM0374'WEST ON COMBINED HIGHWAYS 64 AND 107 FOR 0.64 KM (0.40 MI) TO THE
 QM0374'EAST END OF THE HIGHWAY BRIDGE OVER THE WISCONSIN RIVER AND THE
 QM0374'STATION ON THE RIGHT.
 QM0374'THE STATION IS LOCATED 6.6 M (21.7 FT) NORTH OF THE CENTER LINE OF THE
 QM0374'HIGHWAY, 4.2 M (13.8 FT) WEST OF THE EAST END OF THE NORTH RETAINING
 QM0374'WALL OF THE BRIDGE AND 0.61 M (2.00 FT) WEST OF A BRONZE PLAQUE
 QM0374'ATTACHED TO THE RETAINING WALL (1928 WEST MAIN STREET BRIDGE 1928).
 QM0374'NOTE--FOR A GPS SURVEY THIS CAN BE A DIFFICULT SET-UP, ALLOW EXTRA
 QM0374'TIME TO SET-UP, KEEP ONE TRIPOD LEG SHORT AND PLACE IT IN THE DRILL
 QM0374'HOLE ABOVE THE STATION ON TOP OF THE RETAINING WALL.
 QM0374
 QM0374                          STATION RECOVERY (1997)
 QM0374
 QM0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QM0374'THE STATION IS LOCATED IN THE WEST PART OF THE CITY OF MERRILL, IN THE
 QM0374'NORTH WINGWALL OF THE EAST ABUTMENT OF THE WEST MAIN STREET BRIDGE
 QM0374'SPANNING THE WISCONSIN RIVER (THE THIRD BRIDGE WEST OF THE POST
 QM0374'OFFICE) .  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION, P.O. BOX
 QM0374'7916, MADISON, WI 53707, PHONE 608-267-2462.  TO REACH THE STATION
 QM0374'FROM THE POST OFFICE IN MERRILL, GO WESTERLY 1.1 MI (1.8 KM) ALONG
 QM0374'STATE HIGHWAY 64 TO THE EAST END OF THE THIRD BRIDGE AND THE STATION
 QM0374'ON THE RIGHT.  THE STATION IS IN THE TOP OF AND 4.2 M (13.8 FT) WEST
 QM0374'OF THE EAST END OF THE RETAINING WALL, 6.6 M (21.7 FT) NORTH OF THE
 QM0374'HIGHWAY CENTERLINE, 0.6 M (2.0 FT) WEST OF THE WEST END OF A BRONZE
 QM0374'PLAQUE, AND 0.1 M (0.3 FT) SOUTH OF THE CONCRETE BRIDGE RAILING BASE.
 QM0374'THIS CAN BE A DIFFICULT SETUP FOR GPS SURVEYS.  THERE IS A DRILL HOLE
 QM0374'IN THE BRIDGE RAILING BASE ABOVE THE STATION FOR SLIP-LEG TRIPOD
 QM0374'SETUPS OR WITH FIXED HEIGHT TRIPODS ONLY USE TWO LEGS.
 QM0374
 QM0374                          STATION RECOVERY (2001)
 QM0374
 QM0374'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0374'RECOVERED IN GOOD CONDITION.
 QM0374
 QM0374                          STATION RECOVERY (2002)
 QM0374
 QM0374'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 QM0374'RECOVERED IN GOOD CONDITION.
 QM0374
 QM0374                          STATION RECOVERY (2003)
 QM0374
 QM0374'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 QM0374'RECOVERED IN GOOD CONDITION.
 QM0374
 QM0374                          STATION RECOVERY (2005)
 QM0374
 QM0374'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2005 (DLS)
 QM0374'DESCRIPTION IS ADEQUATE
 QM0374
 QM0374                          STATION RECOVERY (2006)
 QM0374
 QM0374'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 QM0374'RECOVERED IN GOOD CONDITION.
 QM0374
 QM0374                          STATION RECOVERY (2011)
 QM0374
 QM0374'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 QM0374'NOTE - - SCRAPING OBSCURES STATION LABEL.
 QM0374
 QM0374                          STATION RECOVERY (2019)
 QM0374
 QM0374'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 QM0374'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0045 ***********************************************************************
 PO0045  DESIGNATION -  B 35
 PO0045  PID         -  PO0045
 PO0045  STATE/COUNTY-  WI/WOOD
 PO0045  COUNTRY     -  US
 PO0045  USGS QUAD   -  MARSHFIELD (2018)
 PO0045
 PO0045                         *CURRENT SURVEY CONTROL
 PO0045  ______________________________________________________________________
 PO0045* NAD 83(1986) POSITION- 44 39 36.     (N) 090 10 38.     (W)   SCALED
 PO0045* NAVD 88 ORTHO HEIGHT -   384.643 (meters)     1261.95  (feet) ADJUSTED
 PO0045  ______________________________________________________________________
 PO0045  GEOID HEIGHT    -        -34.019 (meters)                     GEOID18
 PO0045  DYNAMIC HEIGHT  -        384.576 (meters)     1261.73  (feet) COMP
 PO0045  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 PO0045
 PO0045  VERT ORDER      -  SECOND    CLASS 0
 PO0045
 PO0045.The horizontal coordinates were scaled from a map and have
 PO0045.an estimated accuracy of +/- 6 seconds.
 PO0045
 PO0045.The orthometric height was determined by differential leveling and
 PO0045.adjusted by the NATIONAL GEODETIC SURVEY
 PO0045.in June 1991.
 PO0045
 PO0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0045.GEOID18 height accuracy estimate available here.
 PO0045
 PO0045.Click photographs - Photos may exist for this station.
 PO0045
 PO0045.The dynamic height is computed by dividing the NAVD 88
 PO0045.geopotential number by the normal gravity value computed on the
 PO0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0045.degrees latitude (g = 980.6199 gals.).
 PO0045
 PO0045.The modeled gravity was interpolated from observed gravity values.
 PO0045
 PO0045;                    North         East    Units  Estimated Accuracy
 PO0045;SPC WI C     -    91,870.      585,950.      MT  (+/- 180 meters Scaled)
 PO0045
 PO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK237490(NAD 83)
 PO0045
 PO0045                          SUPERSEDED SURVEY CONTROL
 PO0045
 PO0045  NGVD 29 (??/??/92)  384.654  (m)         1261.99   (f) ADJ UNCH    2 0
 PO0045
 PO0045.Superseded values are not recommended for survey control.
 PO0045
 PO0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0045.See file dsdata.pdf to determine how the superseded data were derived.
 PO0045
 PO0045_MARKER: DB = BENCH MARK DISK
 PO0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0045_STAMPING: B 35 1934
 PO0045_MARK LOGO: CGS
 PO0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0045+STABILITY: SURFACE MOTION
 PO0045
 PO0045  HISTORY     - Date     Condition        Report By
 PO0045  HISTORY     - 1934     MONUMENTED       CGS
 PO0045  HISTORY     - 1959     MARK NOT FOUND   LOCSUR
 PO0045
 PO0045                          STATION DESCRIPTION
 PO0045
 PO0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0045'AT MARSHFIELD.
 PO0045'AT MARSHFIELD, WOOD COUNTY, AT THE CHICAGO AND NORTH WESTERN
 PO0045'RAILWAY STATION, ABOUT 175 FEET EAST OF THE CENTER LINE OF
 PO0045'CENTRAL AVENUE, ABOUT 60 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 PO0045'TRACK, AND 30 FEET SOUTH OF THE NEAREST SIDING RAIL.  A STANDARD
 PO0045'DISK, STAMPED B 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0045
 PO0045                          STATION RECOVERY (1959)
 PO0045
 PO0045'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 PO0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6308 ***********************************************************************
 DO6308  DESIGNATION -  B 35 154
 DO6308  PID         -  DO6308
 DO6308  STATE/COUNTY-  WI/LINCOLN
 DO6308  COUNTRY     -  US
 DO6308  USGS QUAD   -  TOMAHAWK (2018)
 DO6308
 DO6308                         *CURRENT SURVEY CONTROL
 DO6308  ______________________________________________________________________
 DO6308* NAD 83(1986) POSITION- 45 28 38.41   (N) 089 43 44.38   (W)   HD_HELD1
 DO6308* NAVD 88 ORTHO HEIGHT -   442.717 (meters)     1452.48  (feet) ADJUSTED
 DO6308  ______________________________________________________________________
 DO6308  GEOID HEIGHT    -        -31.943 (meters)                     GEOID18
 DO6308  DYNAMIC HEIGHT  -        442.687 (meters)     1452.38  (feet) COMP
 DO6308  MODELED GRAVITY -    980,535.5   (mgal)                       NAVD 88
 DO6308
 DO6308  VERT ORDER      -  SECOND    CLASS I
 DO6308
 DO6308.The horizontal coordinates were determined by differentially corrected
 DO6308.hand held GPS observations or other comparable positioning techniques
 DO6308.and have an estimated accuracy of +/- 3 meters.
 DO6308
 DO6308.The orthometric height was determined by differential leveling and
 DO6308.adjusted by the NATIONAL GEODETIC SURVEY
 DO6308.in February 2017.
 DO6308
 DO6308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6308.GEOID18 height accuracy estimate available here.
 DO6308
 DO6308.Click photographs - Photos may exist for this station.
 DO6308
 DO6308.The dynamic height is computed by dividing the NAVD 88
 DO6308.geopotential number by the normal gravity value computed on the
 DO6308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6308.degrees latitude (g = 980.6199 gals.).
 DO6308
 DO6308.The modeled gravity was interpolated from observed gravity values.
 DO6308
 DO6308;                    North         East    Units  Estimated Accuracy
 DO6308;SPC WI C     -   182,722.0     621,189.6     MT  (+/- 3 meters HH1 GPS) 
 DO6308
 DO6308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8670839601(NAD 83)
 DO6308
 DO6308                          SUPERSEDED SURVEY CONTROL
 DO6308
 DO6308  NAVD 88 (07/25/13)  442.732  (m)         1452.53   (f) SUPERSEDED  2 1
 DO6308
 DO6308.Superseded values are not recommended for survey control.
 DO6308
 DO6308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6308.See file dsdata.pdf to determine how the superseded data were derived.
 DO6308
 DO6308_MARKER: DV = VERTICAL CONTROL DISK
 DO6308_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO6308_SP_SET: BRIDGE ABUTMENT
 DO6308_STAMPING: B 35 154
 DO6308_MARK LOGO: WIDT
 DO6308_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6308+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 DO6308
 DO6308  HISTORY     - Date     Condition        Report By
 DO6308  HISTORY     - 2011     MONUMENTED       WIDT
 DO6308  HISTORY     - 20121128 GOOD             WIDT
 DO6308
 DO6308                          STATION DESCRIPTION
 DO6308
 DO6308'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6308'THE STATION IS LOCATED IN THE CITY OF TOMAHAWK, SET IN THE NORTH
 DO6308'FOURTH STREET BRIDGE (VETERANS MEMORIAL BRIDGE) OVER THE WISCONSIN
 DO6308'RIVER.
 DO6308'
 DO6308'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 86 (SOMO
 DO6308'AVENUE) WITH COUNTY HIGHWAY S (NORTH FOURTH STREET) IN THE CITY OF
 DO6308'TOMAHAWK, GO NORTH ON COUNTY HIGHWAY S (NORTH FOURTH STREET) FOR 0.35
 DO6308'MI (0.6 KM) TO THE SOUTH END OF THE BRIDGE OVER THE WISCONSIN RIVER
 DO6308'AND THE STATION ON THE RIGHT.
 DO6308'
 DO6308'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6308'VERTICAL CONTROL SURVEY DISK SET IN THE TOP OF THE EAST SIDE OF THE
 DO6308'SOUTH ABUTMENT OF THE BRIDGE --B-35-154-- OVER THE WISCONSIN RIVER.
 DO6308'THE STATION IS 2.3 M (7.5 FT) EAST OF THE BACK OF CURB OF NORTH FOURTH
 DO6308'STREET, 3.8 M (12.5 FT) SOUTH OF A BRIDGE EXPANSION JOINT, AND ABOUT 1
 DO6308'M (3.3 FT) HIGHER THAN THE STREET PAVEMENT.
 DO6308'
 DO6308'NOTE-THIS STATION IS OBSTRUCTED BY A METAL STREET LIGHT POLE LOCATED
 DO6308'ABOUT 1 FT (0.3 M) SOUTH-SOUTHEAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1378 ***********************************************************************
 PN1378  DESIGNATION -  B 36 RESET
 PN1378  PID         -  PN1378
 PN1378  STATE/COUNTY-  WI/MARATHON
 PN1378  COUNTRY     -  US
 PN1378  USGS QUAD   -  WAUSAU WEST (2018)
 PN1378
 PN1378                         *CURRENT SURVEY CONTROL
 PN1378  ______________________________________________________________________
 PN1378* NAD 83(1986) POSITION- 44 57 00.     (N) 089 43 36.     (W)   SCALED
 PN1378* NAVD 88 ORTHO HEIGHT -   361.03  (meters)     1184.5   (feet) RESET
 PN1378  ______________________________________________________________________
 PN1378  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 PN1378  VERT ORDER      -  THIRD
 PN1378
 PN1378.The horizontal coordinates were scaled from a map and have
 PN1378.an estimated accuracy of +/- 6 seconds.
 PN1378
 PN1378.The orthometric height was computed from unverified reset data.
 PN1378
 PN1378.No vertical observational check was made to the station.
 PN1378
 PN1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1378.GEOID18 height accuracy estimate available here.
 PN1378
 PN1378.Click photographs - Photos may exist for this station.
 PN1378
 PN1378;                    North         East    Units  Estimated Accuracy
 PN1378;SPC WI C     -   124,120.      621,570.      MT  (+/- 180 meters Scaled)
 PN1378
 PN1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ849810(NAD 83)
 PN1378
 PN1378                          SUPERSEDED SURVEY CONTROL
 PN1378
 PN1378  NGVD 29 (07/09/15)  361.04   (m)         1184.5    (f) RESET       3  
 PN1378
 PN1378.Superseded values are not recommended for survey control.
 PN1378
 PN1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1378.See file dsdata.pdf to determine how the superseded data were derived.
 PN1378
 PN1378_MARKER: DV = VERTICAL CONTROL DISK
 PN1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1378_STAMPING: B 36 RESET 1989
 PN1378_MARK LOGO: NGS
 PN1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1378+STABILITY: SURFACE MOTION
 PN1378
 PN1378  HISTORY     - Date     Condition        Report By
 PN1378  HISTORY     - 1989     MONUMENTED       WIDT
 PN1378
 PN1378                          STATION DESCRIPTION
 PN1378
 PN1378'DESCRIBED BY WI DEPT OF TRANSP 1989
 PN1378'ABOUT 4.6 MILES (7.4 KM) WEST ALONG THE CHICAGO AND NORTH WESTERN
 PN1378'RAILWAY FROM THE STATION AT WAUSAU, ABOUT 200 FEET (61.0 M) NORTHWEST
 PN1378'OF THE ENTRANCE TO SUNNYVALE PARK, 60 FEET (18.3 M) EAST OF THE
 PN1378'CENTERLINE OF 72ND AVENUE, 152 FEET (46.3 M) NORTH OF THE CENTERLINE
 PN1378'OF THE MAIN TRACK, AND 1.8 FEET (0.5 M) SOUTHWEST OF A RIGHT OF WAY
 PN1378'WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0359 ***********************************************************************
 PN0359  DESIGNATION -  B 37
 PN0359  PID         -  PN0359
 PN0359  STATE/COUNTY-  WI/MARATHON
 PN0359  COUNTRY     -  US
 PN0359  USGS QUAD   -  MISSION LAKE (2018)
 PN0359
 PN0359                         *CURRENT SURVEY CONTROL
 PN0359  ______________________________________________________________________
 PN0359* NAD 83(1986) POSITION- 44 48 32.41   (N) 089 15 38.18   (W)   HD_HELD1
 PN0359* NAVD 88 ORTHO HEIGHT -   370.190 (meters)     1214.53  (feet) ADJUSTED
 PN0359  ______________________________________________________________________
 PN0359  GEOID HEIGHT    -        -35.796 (meters)                     GEOID18
 PN0359  DYNAMIC HEIGHT  -        370.126 (meters)     1214.32  (feet) COMP
 PN0359  MODELED GRAVITY -    980,434.3   (mgal)                       NAVD 88
 PN0359
 PN0359  VERT ORDER      -  SECOND    CLASS 0
 PN0359
 PN0359.The horizontal coordinates were determined by differentially corrected
 PN0359.hand held GPS observations or other comparable positioning techniques
 PN0359.and have an estimated accuracy of +/- 3 meters.
 PN0359
 PN0359.The orthometric height was determined by differential leveling and
 PN0359.adjusted by the NATIONAL GEODETIC SURVEY
 PN0359.in June 1991.
 PN0359
 PN0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0359.GEOID18 height accuracy estimate available here.
 PN0359
 PN0359.Click photographs - Photos may exist for this station.
 PN0359
 PN0359.The dynamic height is computed by dividing the NAVD 88
 PN0359.geopotential number by the normal gravity value computed on the
 PN0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0359.degrees latitude (g = 980.6199 gals.).
 PN0359
 PN0359.The modeled gravity was interpolated from observed gravity values.
 PN0359
 PN0359;                    North         East    Units  Estimated Accuracy
 PN0359;SPC WI C     -   108,681.1     658,488.0     MT  (+/- 3 meters HH1 GPS) 
 PN0359
 PN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2123864219(NAD 83)
 PN0359
 PN0359                          SUPERSEDED SURVEY CONTROL
 PN0359
 PN0359  NGVD 29 (??/??/92)  370.208  (m)         1214.59   (f) ADJ UNCH    2 0
 PN0359
 PN0359.Superseded values are not recommended for survey control.
 PN0359
 PN0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0359.See file dsdata.pdf to determine how the superseded data were derived.
 PN0359
 PN0359_MARKER: DB = BENCH MARK DISK
 PN0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0359_STAMPING: B 37 1934
 PN0359_MARK LOGO: CGS
 PN0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0359+STABILITY: SURFACE MOTION
 PN0359
 PN0359  HISTORY     - Date     Condition        Report By
 PN0359  HISTORY     - 1934     MONUMENTED       CGS
 PN0359
 PN0359                          STATION DESCRIPTION
 PN0359
 PN0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0359'1.9 MI N FROM ELDERON.
 PN0359'70 FT. NORTH OF MILE POST 6.  25 FT. EAST OF C. AND N.W. R.R.
 PN0359'30 FT. NORTH OF FARM CROSSING.  NORTH END OF CUT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0409 ***********************************************************************
 PN0409  DESIGNATION -  B 38
 PN0409  PID         -  PN0409
 PN0409  STATE/COUNTY-  WI/WAUPACA
 PN0409  COUNTRY     -  US
 PN0409  USGS QUAD   -  SCANDINAVIA (2018)
 PN0409
 PN0409                         *CURRENT SURVEY CONTROL
 PN0409  ______________________________________________________________________
 PN0409* NAD 83(1986) POSITION- 44 27 28.     (N) 089 08 45.     (W)   SCALED
 PN0409* NAVD 88 ORTHO HEIGHT -   283.851 (meters)      931.27  (feet) ADJUSTED
 PN0409  ______________________________________________________________________
 PN0409  GEOID HEIGHT    -        -36.302 (meters)                     GEOID18
 PN0409  DYNAMIC HEIGHT  -        283.802 (meters)      931.11  (feet) COMP
 PN0409  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 PN0409
 PN0409  VERT ORDER      -  SECOND    CLASS 0
 PN0409
 PN0409.The horizontal coordinates were scaled from a map and have
 PN0409.an estimated accuracy of +/- 6 seconds.
 PN0409
 PN0409.The orthometric height was determined by differential leveling and
 PN0409.adjusted by the NATIONAL GEODETIC SURVEY
 PN0409.in June 1991.
 PN0409
 PN0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0409.GEOID18 height accuracy estimate available here.
 PN0409
 PN0409.Click photographs - Photos may exist for this station.
 PN0409
 PN0409.The dynamic height is computed by dividing the NAVD 88
 PN0409.geopotential number by the normal gravity value computed on the
 PN0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0409.degrees latitude (g = 980.6199 gals.).
 PN0409
 PN0409.The modeled gravity was interpolated from observed gravity values.
 PN0409
 PN0409;                    North         East    Units  Estimated Accuracy
 PN0409;SPC WI C     -    69,750.      667,980.      MT  (+/- 180 meters Scaled)
 PN0409
 PN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ292249(NAD 83)
 PN0409
 PN0409                          SUPERSEDED SURVEY CONTROL
 PN0409
 PN0409  NGVD 29 (??/??/92)  283.864  (m)          931.31   (f) ADJ UNCH    2 0
 PN0409
 PN0409.Superseded values are not recommended for survey control.
 PN0409
 PN0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0409.See file dsdata.pdf to determine how the superseded data were derived.
 PN0409
 PN0409_MARKER: DB = BENCH MARK DISK
 PN0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0409_STAMPING: B 38 1934
 PN0409_MARK LOGO: CGS
 PN0409_PROJECTION: FLUSH
 PN0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0409+STABILITY: SURFACE MOTION
 PN0409
 PN0409  HISTORY     - Date     Condition        Report By
 PN0409  HISTORY     - 1934     MONUMENTED       CGS
 PN0409  HISTORY     - 1969     GOOD             USGS
 PN0409  HISTORY     - 20030702 MARK NOT FOUND   USPSQD
 PN0409  HISTORY     - 20031015 MARK NOT FOUND   WIDT
 PN0409
 PN0409                          STATION DESCRIPTION
 PN0409
 PN0409'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 PN0409'AT SCANDINAVIA.
 PN0409'AT SCANDINAVIA, 135 FT S. AND 42 FT E. OF THE INTERSECTION OF
 PN0409'NORSE AND MAIN ST., 5 FT S. OF THE CENTER OF THE ENTRANCE TO THE
 PN0409'COMMUNITY HALL, AND 1.5 FT W. OF THE BUILDING FOUNDATION.  SET
 PN0409'ON TOP OF A CONCRETE POST FLUSH WITH GROUND, A STANDARD TABLET,
 PN0409'STAMPED B 38 1934.
 PN0409
 PN0409                          STATION RECOVERY (2003)
 PN0409
 PN0409'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0409'NOT FOUND.  THE BUILDING WAS TORN DOWN AND REPACED IN 1988 WITH A NEW
 PN0409'BANK BUILDING AND NEW LANDSCAPING.
 PN0409
 PN0409                          STATION RECOVERY (2003)
 PN0409
 PN0409'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 PN0409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0467 ***********************************************************************
 PN0467  DESIGNATION -  B 39
 PN0467  PID         -  PN0467
 PN0467  STATE/COUNTY-  WI/WOOD
 PN0467  COUNTRY     -  US
 PN0467  USGS QUAD   -  WISCONSIN RAPIDS NORTH (2018)
 PN0467
 PN0467                         *CURRENT SURVEY CONTROL
 PN0467  ______________________________________________________________________
 PN0467* NAD 83(1986) POSITION- 44 28 41.07   (N) 089 48 09.47   (W)   HD_HELD1
 PN0467* NAVD 88 ORTHO HEIGHT -   337.580 (meters)     1107.54  (feet) ADJUSTED
 PN0467  ______________________________________________________________________
 PN0467  GEOID HEIGHT    -        -35.309 (meters)                     GEOID18
 PN0467  DYNAMIC HEIGHT  -        337.519 (meters)     1107.34  (feet) COMP
 PN0467  MODELED GRAVITY -    980,427.4   (mgal)                       NAVD 88
 PN0467
 PN0467  VERT ORDER      -  SECOND    CLASS 0
 PN0467
 PN0467.The horizontal coordinates were determined by differentially corrected
 PN0467.hand held GPS observations or other comparable positioning techniques
 PN0467.and have an estimated accuracy of +/- 3 meters.
 PN0467
 PN0467.The orthometric height was determined by differential leveling and
 PN0467.adjusted by the NATIONAL GEODETIC SURVEY
 PN0467.in June 1991.
 PN0467
 PN0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0467.GEOID18 height accuracy estimate available here.
 PN0467
 PN0467.Click photographs - Photos may exist for this station.
 PN0467
 PN0467.The dynamic height is computed by dividing the NAVD 88
 PN0467.geopotential number by the normal gravity value computed on the
 PN0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0467.degrees latitude (g = 980.6199 gals.).
 PN0467
 PN0467.The modeled gravity was interpolated from observed gravity values.
 PN0467
 PN0467;                    North         East    Units  Estimated Accuracy
 PN0467;SPC WI C     -    71,661.5     615,702.0     MT  (+/- 3 meters HH1 GPS) 
 PN0467
 PN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7711128794(NAD 83)
 PN0467
 PN0467                          SUPERSEDED SURVEY CONTROL
 PN0467
 PN0467  NGVD 29 (??/??/92)  337.593  (m)         1107.59   (f) ADJ UNCH    2 0
 PN0467
 PN0467.Superseded values are not recommended for survey control.
 PN0467
 PN0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0467.See file dsdata.pdf to determine how the superseded data were derived.
 PN0467
 PN0467_MARKER: DB = BENCH MARK DISK
 PN0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0467_STAMPING: B 39 1934
 PN0467_MARK LOGO: CGS
 PN0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0467+STABILITY: SURFACE MOTION
 PN0467
 PN0467  HISTORY     - Date     Condition        Report By
 PN0467  HISTORY     - 1934     MONUMENTED       CGS
 PN0467  HISTORY     - 1983     MARK NOT FOUND   USGS
 PN0467  HISTORY     - 20031023 MARK NOT FOUND   WIDT
 PN0467
 PN0467                          STATION DESCRIPTION
 PN0467
 PN0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0467'1 MI S FROM RUDOLPH.
 PN0467'ABOUT 1 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PN0467'PACIFIC RAILROAD FROM THE STATION AT RUDOLPH, WOOD COUNTY 14
 PN0467'FEET SOUTH OF A STATION-ONE-MILE SIGN, AT A ROAD CROSSING, 45
 PN0467'FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 45 FEET NORTH OF
 PN0467'THE CENTERLINE OF THE ROAD, AND 1 FOOT WEST OF A FENCE.  A STANDARD
 PN0467'DISK, STAMPED B 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PN0467
 PN0467                          STATION RECOVERY (1983)
 PN0467
 PN0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PN0467'MARK NOT FOUND.
 PN0467
 PN0467                          STATION RECOVERY (2003)
 PN0467
 PN0467'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0467'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0046 ***********************************************************************
 OM0046  DESIGNATION -  B 4
 OM0046  PID         -  OM0046
 OM0046  STATE/COUNTY-  WI/MILWAUKEE
 OM0046  COUNTRY     -  US
 OM0046  USGS QUAD   -  MENOMONEE FALLS (2018)
 OM0046
 OM0046                         *CURRENT SURVEY CONTROL
 OM0046  ______________________________________________________________________
 OM0046* NAD 83(1986) POSITION- 43 10 46.1    (N) 088 03 06.9    (W)   HD_HELD2
 OM0046* NAVD 88 ORTHO HEIGHT -   224.500 (meters)      736.55  (feet) ADJUSTED
 OM0046  ______________________________________________________________________
 OM0046  GEOID HEIGHT    -        -35.025 (meters)                     GEOID18
 OM0046  DYNAMIC HEIGHT  -        224.444 (meters)      736.36  (feet) COMP
 OM0046  MODELED GRAVITY -    980,364.8   (mgal)                       NAVD 88
 OM0046
 OM0046  VERT ORDER      -  FIRST     CLASS II
 OM0046
 OM0046.The horizontal coordinates were established by autonomous hand held GPS
 OM0046.observations and have an estimated accuracy of +/- 10 meters.
 OM0046
 OM0046.The orthometric height was determined by differential leveling and
 OM0046.adjusted by the NATIONAL GEODETIC SURVEY
 OM0046.in June 1991.
 OM0046
 OM0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0046.GEOID18 height accuracy estimate available here.
 OM0046
 OM0046.Click photographs - Photos may exist for this station.
 OM0046
 OM0046.The dynamic height is computed by dividing the NAVD 88
 OM0046.geopotential number by the normal gravity value computed on the
 OM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0046.degrees latitude (g = 980.6199 gals.).
 OM0046
 OM0046.The modeled gravity was interpolated from observed gravity values.
 OM0046
 OM0046;                    North         East    Units  Estimated Accuracy
 OM0046;SPC WI S     -   132,878.      758,362.      MT  (+/- 10 meters HH2 GPS)
 OM0046
 OM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1450981282(NAD 83)
 OM0046
 OM0046                          SUPERSEDED SURVEY CONTROL
 OM0046
 OM0046  NGVD 29 (??/??/92)  224.580  (m)          736.81   (f) ADJ UNCH    1 2
 OM0046
 OM0046.Superseded values are not recommended for survey control.
 OM0046
 OM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0046.See file dsdata.pdf to determine how the superseded data were derived.
 OM0046
 OM0046_MARKER: DB = BENCH MARK DISK
 OM0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0046_STAMPING: 736.810 B 4 1930
 OM0046_MARK LOGO: CGS
 OM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0046+STABILITY: SURFACE MOTION
 OM0046
 OM0046  HISTORY     - Date     Condition        Report By
 OM0046  HISTORY     - 1930     MONUMENTED       CGS
 OM0046  HISTORY     - 1958     GOOD             CGS
 OM0046  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 OM0046  HISTORY     - 20010817 MARK NOT FOUND   USPSQD
 OM0046
 OM0046                          STATION DESCRIPTION
 OM0046
 OM0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OM0046'AT GRANVILLE.
 OM0046'AT GRANVILLE, MILWAUKEE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OM0046'RAILWAY RAILWAY, 70 YARDS WEST OF THE CENTER OF THE STATION,
 OM0046'AND 20.7 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 OM0046'736.810 B 4 1930 AND SET IN THE TOP OF A CONCRETE POST.
 OM0046
 OM0046                          STATION RECOVERY (1991)
 OM0046
 OM0046'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 OM0046'MARK NOT FOUND.
 OM0046
 OM0046                          STATION RECOVERY (2001)
 OM0046
 OM0046'RECOVERY NOTE BY US POWER SQUADRON 2001
 OM0046'C AND NW STATION NO LONGER EXIST.  AREA IS NOW A CAR WASH BUILDING AND
 OM0046'PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0153 ***********************************************************************
 RM0153  DESIGNATION -  B 40
 RM0153  PID         -  RM0153
 RM0153  STATE/COUNTY-  WI/ASHLAND
 RM0153  COUNTRY     -  US
 RM0153  USGS QUAD   -  PEEKSVILLE (2018)
 RM0153
 RM0153                         *CURRENT SURVEY CONTROL
 RM0153  ______________________________________________________________________
 RM0153* NAD 83(1986) POSITION- 46 04 38.     (N) 090 31 44.     (W)   SCALED
 RM0153* NAVD 88 ORTHO HEIGHT -   468.888 (meters)     1538.34  (feet) ADJUSTED
 RM0153  ______________________________________________________________________
 RM0153  GEOID HEIGHT    -        -30.496 (meters)                     GEOID18
 RM0153  DYNAMIC HEIGHT  -        468.878 (meters)     1538.31  (feet) COMP
 RM0153  MODELED GRAVITY -    980,580.2   (mgal)                       NAVD 88
 RM0153
 RM0153  VERT ORDER      -  SECOND    CLASS 0
 RM0153
 RM0153.The horizontal coordinates were scaled from a map and have
 RM0153.an estimated accuracy of +/- 6 seconds.
 RM0153
 RM0153.The orthometric height was determined by differential leveling and
 RM0153.adjusted by the NATIONAL GEODETIC SURVEY
 RM0153.in June 1991.
 RM0153
 RM0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0153.GEOID18 height accuracy estimate available here.
 RM0153
 RM0153.Click photographs - Photos may exist for this station.
 RM0153
 RM0153.The dynamic height is computed by dividing the NAVD 88
 RM0153.geopotential number by the normal gravity value computed on the
 RM0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0153.degrees latitude (g = 980.6199 gals.).
 RM0153
 RM0153.The modeled gravity was interpolated from observed gravity values.
 RM0153
 RM0153;                    North         East    Units  Estimated Accuracy
 RM0153;SPC WI N     -   101,340.      559,090.      MT  (+/- 180 meters Scaled)
 RM0153
 RM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM910055(NAD 83)
 RM0153
 RM0153                          SUPERSEDED SURVEY CONTROL
 RM0153
 RM0153  NGVD 29 (??/??/92)  468.880  (m)         1538.32   (f) ADJ UNCH    2 0
 RM0153
 RM0153.Superseded values are not recommended for survey control.
 RM0153
 RM0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0153.See file dsdata.pdf to determine how the superseded data were derived.
 RM0153
 RM0153_MARKER: DB = BENCH MARK DISK
 RM0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0153_STAMPING: B 40 1934
 RM0153_MARK LOGO: CGS
 RM0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0153+STABILITY: SURFACE MOTION
 RM0153
 RM0153  HISTORY     - Date     Condition        Report By
 RM0153  HISTORY     - 1934     MONUMENTED       CGS
 RM0153  HISTORY     - 1967     MARK NOT FOUND   USGS
 RM0153  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0153
 RM0153                          STATION DESCRIPTION
 RM0153
 RM0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0153'4.9 MI N FROM BUTTERNUT.
 RM0153'4.9 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0153'MARIE RAILWAY FROM BUTTERNUT, ASHLAND COUNTY, AT MILEAGE 386.7,
 RM0153'AT A ROAD CROSSING, 34 FEET SOUTH OF THE CENTERLINE OF THE
 RM0153'ROAD, 40 FEET EAST OF THE TRACK, AND 2 FEET WEST OF THE
 RM0153'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 40 1934 AND SET
 RM0153'IN THE TOP OF A CONCRETE POST.
 RM0153
 RM0153                          STATION RECOVERY (1967)
 RM0153
 RM0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RM0153'MARK NOT FOUND.
 RM0153
 RM0153                          STATION RECOVERY (2004)
 RM0153
 RM0153'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0153'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0145 ***********************************************************************
 QN0145  DESIGNATION -  B 41
 QN0145  PID         -  QN0145
 QN0145  STATE/COUNTY-  WI/PRICE
 QN0145  COUNTRY     -  US
 QN0145  USGS QUAD   -  BUTTERNUT LAKE (2018)
 QN0145
 QN0145                         *CURRENT SURVEY CONTROL
 QN0145  ______________________________________________________________________
 QN0145* NAD 83(1986) POSITION- 45 54 34.     (N) 090 31 58.     (W)   SCALED
 QN0145* NAVD 88 ORTHO HEIGHT -   452.343 (meters)     1484.06  (feet) ADJUSTED
 QN0145  ______________________________________________________________________
 QN0145  GEOID HEIGHT    -        -30.488 (meters)                     GEOID18
 QN0145  DYNAMIC HEIGHT  -        452.330 (meters)     1484.02  (feet) COMP
 QN0145  MODELED GRAVITY -    980,573.3   (mgal)                       NAVD 88
 QN0145
 QN0145  VERT ORDER      -  SECOND    CLASS 0
 QN0145
 QN0145.The horizontal coordinates were scaled from a map and have
 QN0145.an estimated accuracy of +/- 6 seconds.
 QN0145
 QN0145.The orthometric height was determined by differential leveling and
 QN0145.adjusted by the NATIONAL GEODETIC SURVEY
 QN0145.in June 1991.
 QN0145
 QN0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0145.GEOID18 height accuracy estimate available here.
 QN0145
 QN0145.Click photographs - Photos may exist for this station.
 QN0145
 QN0145.The dynamic height is computed by dividing the NAVD 88
 QN0145.geopotential number by the normal gravity value computed on the
 QN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0145.degrees latitude (g = 980.6199 gals.).
 QN0145
 QN0145.The modeled gravity was interpolated from observed gravity values.
 QN0145
 QN0145;                    North         East    Units  Estimated Accuracy
 QN0145;SPC WI N     -    82,690.      558,660.      MT  (+/- 180 meters Scaled)
 QN0145
 QN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL913869(NAD 83)
 QN0145
 QN0145                          SUPERSEDED SURVEY CONTROL
 QN0145
 QN0145  NGVD 29 (??/??/92)  452.335  (m)         1484.04   (f) ADJ UNCH    2 0
 QN0145
 QN0145.Superseded values are not recommended for survey control.
 QN0145
 QN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0145.See file dsdata.pdf to determine how the superseded data were derived.
 QN0145
 QN0145_MARKER: DB = BENCH MARK DISK
 QN0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0145_STAMPING: B 41 1934
 QN0145_MARK LOGO: CGS
 QN0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0145+STABILITY: SURFACE MOTION
 QN0145
 QN0145  HISTORY     - Date     Condition        Report By
 QN0145  HISTORY     - 1934     MONUMENTED       CGS
 QN0145  HISTORY     - 1969     POOR             USGS
 QN0145  HISTORY     - 20041026 MARK NOT FOUND   WIDT
 QN0145
 QN0145                          STATION DESCRIPTION
 QN0145
 QN0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0145'4.3 MI W FROM PARK FALLS.
 QN0145'ABOUT 4.3 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 QN0145'AND OMAHA RAILWAY FROM PARK FALLS, PRICE COUNTY, ABOUT 18 1/2
 QN0145'POLES EAST OF MILEPOST 70, AT A ROAD CROSSING, 30 FEET EAST OF
 QN0145'THE ROAD, AND 24 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 QN0145'STAMPED B 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0145'NOTE-- BM IS LEANING AT A 45 DEGREE ANGLE.
 QN0145
 QN0145                          STATION RECOVERY (1969)
 QN0145
 QN0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QN0145'MARK RECOVERED IN POOR CONDITION.
 QN0145
 QN0145                          STATION RECOVERY (2004)
 QN0145
 QN0145'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0145'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0189 ***********************************************************************
 QN0189  DESIGNATION -  B 42
 QN0189  PID         -  QN0189
 QN0189  STATE/COUNTY-  WI/SAWYER
 QN0189  COUNTRY     -  US
 QN0189  USGS QUAD   -  COUDERAY (2018)
 QN0189
 QN0189                         *CURRENT SURVEY CONTROL
 QN0189  ______________________________________________________________________
 QN0189* NAD 83(1986) POSITION- 45 47 43.04   (N) 091 18 23.32   (W)   HD_HELD1
 QN0189* NAVD 88 ORTHO HEIGHT -   385.582 (meters)     1265.03  (feet) ADJUSTED
 QN0189  ______________________________________________________________________
 QN0189  GEOID HEIGHT    -        -29.877 (meters)                     GEOID18
 QN0189  DYNAMIC HEIGHT  -        385.565 (meters)     1264.97  (feet) COMP
 QN0189  MODELED GRAVITY -    980,560.3   (mgal)                       NAVD 88
 QN0189
 QN0189  VERT ORDER      -  FIRST     CLASS II
 QN0189
 QN0189.The horizontal coordinates were determined by differentially corrected
 QN0189.hand held GPS observations or other comparable positioning techniques
 QN0189.and have an estimated accuracy of +/- 3 meters.
 QN0189
 QN0189.The orthometric height was determined by differential leveling and
 QN0189.adjusted by the NATIONAL GEODETIC SURVEY
 QN0189.in June 1991.
 QN0189
 QN0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0189.GEOID18 height accuracy estimate available here.
 QN0189
 QN0189.Click photographs - Photos may exist for this station.
 QN0189
 QN0189.The dynamic height is computed by dividing the NAVD 88
 QN0189.geopotential number by the normal gravity value computed on the
 QN0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0189.degrees latitude (g = 980.6199 gals.).
 QN0189
 QN0189.The modeled gravity was interpolated from observed gravity values.
 QN0189
 QN0189;                    North         East    Units  Estimated Accuracy
 QN0189;SPC WI N     -    70,702.7     498,431.3     MT  (+/- 3 meters HH1 GPS) 
 QN0189
 QN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3161572697(NAD 83)
 QN0189
 QN0189                          SUPERSEDED SURVEY CONTROL
 QN0189
 QN0189  NGVD 29 (??/??/92)  385.615  (m)         1265.14   (f) ADJ UNCH    1 2
 QN0189
 QN0189.Superseded values are not recommended for survey control.
 QN0189
 QN0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0189.See file dsdata.pdf to determine how the superseded data were derived.
 QN0189
 QN0189_MARKER: DB = BENCH MARK DISK
 QN0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0189_STAMPING: B 42 1934
 QN0189_MARK LOGO: CGS
 QN0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0189+STABILITY: SURFACE MOTION
 QN0189
 QN0189  HISTORY     - Date     Condition        Report By
 QN0189  HISTORY     - 1934     MONUMENTED       CGS
 QN0189  HISTORY     - 1979     GOOD             NGS
 QN0189  HISTORY     - 20041011 MARK NOT FOUND   WIDT
 QN0189
 QN0189                          STATION DESCRIPTION
 QN0189
 QN0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0189'AT COUDERAY.
 QN0189'AT COUDERAY, SAWYER COUNTY, IN THE SMALL PARK NORTH OF THE CHICAGO,
 QN0189'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, 66 FEET NORTH OF
 QN0189'THE STATION, 86 FEET EAST OF THE CENTER LINE OF A NORTH-AND-SOUTH
 QN0189'ROAD, 36 FEET WEST OF THE PARK ENTRANCE, AND 1 FOOT NORTH OF A
 QN0189'FENCE.  A STANDARD DISK, STAMPED B 42 1934 AND SET IN THE TOP OF
 QN0189'A CONCRETE POST.
 QN0189
 QN0189                          STATION RECOVERY (1979)
 QN0189
 QN0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QN0189'RECOVERED IN GOOD CONDITION.
 QN0189
 QN0189                          STATION RECOVERY (2004)
 QN0189
 QN0189'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0267 ***********************************************************************
 RM0267  DESIGNATION -  B 43
 RM0267  PID         -  RM0267
 RM0267  STATE/COUNTY-  WI/BAYFIELD
 RM0267  COUNTRY     -  US
 RM0267  USGS QUAD   -  CABLE (2019)
 RM0267
 RM0267                         *CURRENT SURVEY CONTROL
 RM0267  ______________________________________________________________________
 RM0267* NAD 83(1986) POSITION- 46 10 05.     (N) 091 19 20.     (W)   SCALED
 RM0267* NAVD 88 ORTHO HEIGHT -   397.945 (meters)     1305.59  (feet) ADJUSTED
 RM0267  ______________________________________________________________________
 RM0267  GEOID HEIGHT    -        -28.784 (meters)                     GEOID18
 RM0267  DYNAMIC HEIGHT  -        397.953 (meters)     1305.62  (feet) COMP
 RM0267  MODELED GRAVITY -    980,624.6   (mgal)                       NAVD 88
 RM0267
 RM0267  VERT ORDER      -  SECOND    CLASS 0
 RM0267
 RM0267.The horizontal coordinates were scaled from a map and have
 RM0267.an estimated accuracy of +/- 6 seconds.
 RM0267
 RM0267.The orthometric height was determined by differential leveling and
 RM0267.adjusted by the NATIONAL GEODETIC SURVEY
 RM0267.in June 1991.
 RM0267
 RM0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0267.GEOID18 height accuracy estimate available here.
 RM0267
 RM0267.Click photographs - Photos may exist for this station.
 RM0267
 RM0267.The dynamic height is computed by dividing the NAVD 88
 RM0267.geopotential number by the normal gravity value computed on the
 RM0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0267.degrees latitude (g = 980.6199 gals.).
 RM0267
 RM0267.The modeled gravity was interpolated from observed gravity values.
 RM0267
 RM0267;                    North         East    Units  Estimated Accuracy
 RM0267;SPC WI N     -   112,150.      497,900.      MT  (+/- 180 meters Scaled)
 RM0267
 RM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM295140(NAD 83)
 RM0267
 RM0267                          SUPERSEDED SURVEY CONTROL
 RM0267
 RM0267  NGVD 29 (??/??/92)  397.959  (m)         1305.64   (f) ADJ UNCH    2 0
 RM0267
 RM0267.Superseded values are not recommended for survey control.
 RM0267
 RM0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0267.See file dsdata.pdf to determine how the superseded data were derived.
 RM0267
 RM0267_MARKER: DB = BENCH MARK DISK
 RM0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0267_STAMPING: B 43 1934
 RM0267_MARK LOGO: CGS
 RM0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0267+STABILITY: SURFACE MOTION
 RM0267
 RM0267  HISTORY     - Date     Condition        Report By
 RM0267  HISTORY     - 1934     MONUMENTED       CGS
 RM0267  HISTORY     - 1970     GOOD             NGS
 RM0267  HISTORY     - 20041202 MARK NOT FOUND   WIDT
 RM0267
 RM0267                          STATION DESCRIPTION
 RM0267
 RM0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RM0267'AT SEELEY.
 RM0267'SEELEY, ABOUT 3.25 MI N AND 1.75 MI E OF, NEAR N 16 TH CORNER
 RM0267'BETWEEN SEC 35 AND 36, T 43 N R 8W, 359 FT SW ALONG CENTERLINE
 RM0267'OF U.S. HWY 63 AND 63 FT.  SE (NORMAL) FROM HWY. AT ENTRANCE N
 RM0267'TO ABANDONED SAWMILL.  1.9 FT LOWER THAN HWY. OPPOSITE, ON TOP
 RM0267'A CONCRETE POST A STANDARD TABLET STAMPED B 43 1934 PROJECTING
 RM0267'ABOUT 6 IN ABOVE GROUND AND 0.3 FT W OF METAL WITNESS POST.
 RM0267
 RM0267                          STATION RECOVERY (2004)
 RM0267
 RM0267'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0267'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO0001 ***********************************************************************
 QO0001  DESIGNATION -  B 46
 QO0001  PID         -  QO0001
 QO0001  STATE/COUNTY-  WI/BARRON
 QO0001  COUNTRY     -  US
 QO0001  USGS QUAD   -  CUMBERLAND (2018)
 QO0001
 QO0001                         *CURRENT SURVEY CONTROL
 QO0001  ______________________________________________________________________
 QO0001* NAD 83(1986) POSITION- 45 36 38.74   (N) 092 00 33.82   (W)   HD_HELD1
 QO0001* NAVD 88 ORTHO HEIGHT -   398.498 (meters)     1307.41  (feet) ADJUSTED
 QO0001  ______________________________________________________________________
 QO0001  GEOID HEIGHT    -        -29.553 (meters)                     GEOID18
 QO0001  DYNAMIC HEIGHT  -        398.462 (meters)     1307.29  (feet) COMP
 QO0001  MODELED GRAVITY -    980,514.0   (mgal)                       NAVD 88
 QO0001
 QO0001  VERT ORDER      -  SECOND    CLASS 0
 QO0001
 QO0001.The horizontal coordinates were determined by differentially corrected
 QO0001.hand held GPS observations or other comparable positioning techniques
 QO0001.and have an estimated accuracy of +/- 3 meters.
 QO0001
 QO0001.The orthometric height was determined by differential leveling and
 QO0001.adjusted by the NATIONAL GEODETIC SURVEY
 QO0001.in June 1991.
 QO0001
 QO0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0001.GEOID18 height accuracy estimate available here.
 QO0001
 QO0001.Click photographs - Photos may exist for this station.
 QO0001
 QO0001.The dynamic height is computed by dividing the NAVD 88
 QO0001.geopotential number by the normal gravity value computed on the
 QO0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0001.degrees latitude (g = 980.6199 gals.).
 QO0001
 QO0001.The modeled gravity was interpolated from observed gravity values.
 QO0001
 QO0001;                    North         East    Units  Estimated Accuracy
 QO0001;SPC WI C     -   199,455.2     443,270.2     MT  (+/- 3 meters HH1 GPS) 
 QO0001
 QO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7724051279(NAD 83)
 QO0001
 QO0001                          SUPERSEDED SURVEY CONTROL
 QO0001
 QO0001  NGVD 29 (??/??/92)  398.440  (m)         1307.22   (f) ADJ UNCH    2 0
 QO0001
 QO0001.Superseded values are not recommended for survey control.
 QO0001
 QO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0001.See file dsdata.pdf to determine how the superseded data were derived.
 QO0001
 QO0001_MARKER: DB = BENCH MARK DISK
 QO0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0001_STAMPING: B 46 1934
 QO0001_MARK LOGO: CGS
 QO0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0001+STABILITY: SURFACE MOTION
 QO0001
 QO0001  HISTORY     - Date     Condition        Report By
 QO0001  HISTORY     - 1934     MONUMENTED       CGS
 QO0001  HISTORY     - 20041115 MARK NOT FOUND   WIDT
 QO0001
 QO0001                          STATION DESCRIPTION
 QO0001
 QO0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0001'2.1 MI S FROM BARRONETTE.
 QO0001'ALONG CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RY., 25 FT EAST OF
 QO0001'TRACK, 58 FT SOUTH OF CENTER LINE OF GRADE CROSSING, 15 FT WEST OF
 QO0001'RIGHT OF WAY FENCE, ABOUT POLE NO. 60/10.
 QO0001
 QO0001                          STATION RECOVERY (2004)
 QO0001
 QO0001'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0001'NO TIES
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO0023 ***********************************************************************
 QO0023  DESIGNATION -  B 47
 QO0023  PID         -  QO0023
 QO0023  STATE/COUNTY-  WI/BURNETT
 QO0023  COUNTRY     -  US
 QO0023  USGS QUAD   -  SIREN WEST (2018)
 QO0023
 QO0023                         *CURRENT SURVEY CONTROL
 QO0023  ______________________________________________________________________
 QO0023* NAD 83(1986) POSITION- 45 48 01.97   (N) 092 22 50.94   (W)   HD_HELD1
 QO0023* NAVD 88 ORTHO HEIGHT -   300.276 (meters)      985.16  (feet) ADJUSTED
 QO0023  ______________________________________________________________________
 QO0023  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 QO0023  DYNAMIC HEIGHT  -        300.293 (meters)      985.21  (feet) COMP
 QO0023  MODELED GRAVITY -    980,662.1   (mgal)                       NAVD 88
 QO0023
 QO0023  VERT ORDER      -  SECOND    CLASS 0
 QO0023
 QO0023.The horizontal coordinates were determined by differentially corrected
 QO0023.hand held GPS observations or other comparable positioning techniques
 QO0023.and have an estimated accuracy of +/- 3 meters.
 QO0023
 QO0023.The orthometric height was determined by differential leveling and
 QO0023.adjusted by the NATIONAL GEODETIC SURVEY
 QO0023.in June 1991.
 QO0023
 QO0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0023.GEOID18 height accuracy estimate available here.
 QO0023
 QO0023.Click photographs - Photos may exist for this station.
 QO0023
 QO0023.The dynamic height is computed by dividing the NAVD 88
 QO0023.geopotential number by the normal gravity value computed on the
 QO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0023.degrees latitude (g = 980.6199 gals.).
 QO0023
 QO0023.The modeled gravity was interpolated from observed gravity values.
 QO0023
 QO0023;                    North         East    Units  Estimated Accuracy
 QO0023;SPC WI N     -    73,225.5     414,946.6     MT  (+/- 3 meters HH1 GPS) 
 QO0023
 QO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4811672073(NAD 83)
 QO0023
 QO0023                          SUPERSEDED SURVEY CONTROL
 QO0023
 QO0023  NGVD 29 (??/??/92)  300.252  (m)          985.08   (f) ADJ UNCH    2 0
 QO0023
 QO0023.Superseded values are not recommended for survey control.
 QO0023
 QO0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0023.See file dsdata.pdf to determine how the superseded data were derived.
 QO0023
 QO0023_MARKER: DB = BENCH MARK DISK
 QO0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0023_STAMPING: B 47 1934
 QO0023_MARK LOGO: CGS
 QO0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0023+STABILITY: SURFACE MOTION
 QO0023
 QO0023  HISTORY     - Date     Condition        Report By
 QO0023  HISTORY     - 1934     MONUMENTED       CGS
 QO0023  HISTORY     - 1979     MARK NOT FOUND   USGS
 QO0023  HISTORY     - 19930607 MARK NOT FOUND   WI-013
 QO0023  HISTORY     - 20041116 MARK NOT FOUND   WIDT
 QO0023
 QO0023                          STATION DESCRIPTION
 QO0023
 QO0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0023'1 MI N FROM SIREN.
 QO0023'ALONG STATE HIGHWAY NO. 70, IN FRONT OF SHADY REST RESORT, 35 FT WEST
 QO0023'OF CENTER LINE OF ROAD, 12 FT BACK FROM THE EDGE OF HIGHWAY DITCH, 10
 QO0023'FT SOUTH AND 96 FT EAST OF S/E CORNER OF COTTAGE.
 QO0023
 QO0023                          STATION RECOVERY (1979)
 QO0023
 QO0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QO0023'EXTENSIVE REBUILDING OF STATE HIGHWAT.
 QO0023
 QO0023                          STATION RECOVERY (1993)
 QO0023
 QO0023'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO0023'MARK NOT FOUND.
 QO0023
 QO0023                          STATION RECOVERY (2004)
 QO0023
 QO0023'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0195 ***********************************************************************
 PO0195  DESIGNATION -  B 49
 PO0195  PID         -  PO0195
 PO0195  STATE/COUNTY-  WI/CHIPPEWA
 PO0195  COUNTRY     -  US
 PO0195  USGS QUAD   -  CADOTT (2018)
 PO0195
 PO0195                         *CURRENT SURVEY CONTROL
 PO0195  ______________________________________________________________________
 PO0195* NAD 83(1986) POSITION- 44 56 33.     (N) 091 11 10.     (W)   SCALED
 PO0195* NAVD 88 ORTHO HEIGHT -   294.644 (meters)      966.68  (feet) ADJUSTED
 PO0195  ______________________________________________________________________
 PO0195  GEOID HEIGHT    -        -30.995 (meters)                     GEOID18
 PO0195  DYNAMIC HEIGHT  -        294.622 (meters)      966.61  (feet) COMP
 PO0195  MODELED GRAVITY -    980,535.0   (mgal)                       NAVD 88
 PO0195
 PO0195  VERT ORDER      -  SECOND    CLASS 0
 PO0195
 PO0195.The horizontal coordinates were scaled from a map and have
 PO0195.an estimated accuracy of +/- 6 seconds.
 PO0195
 PO0195.The orthometric height was determined by differential leveling and
 PO0195.adjusted by the NATIONAL GEODETIC SURVEY
 PO0195.in June 1991.
 PO0195
 PO0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0195.GEOID18 height accuracy estimate available here.
 PO0195
 PO0195.Click photographs - Photos may exist for this station.
 PO0195
 PO0195.The dynamic height is computed by dividing the NAVD 88
 PO0195.geopotential number by the normal gravity value computed on the
 PO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0195.degrees latitude (g = 980.6199 gals.).
 PO0195
 PO0195.The modeled gravity was interpolated from observed gravity values.
 PO0195
 PO0195;                    North         East    Units  Estimated Accuracy
 PO0195;SPC WI C     -   123,930.      506,390.      MT  (+/- 180 meters Scaled)
 PO0195
 PO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK431781(NAD 83)
 PO0195
 PO0195                          SUPERSEDED SURVEY CONTROL
 PO0195
 PO0195  NGVD 29 (??/??/92)  294.644  (m)          966.68   (f) ADJ UNCH    2 0
 PO0195
 PO0195.Superseded values are not recommended for survey control.
 PO0195
 PO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0195.See file dsdata.pdf to determine how the superseded data were derived.
 PO0195
 PO0195_MARKER: DB = BENCH MARK DISK
 PO0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0195_STAMPING: B 49 1934
 PO0195_MARK LOGO: CGS
 PO0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0195+STABILITY: SURFACE MOTION
 PO0195
 PO0195  HISTORY     - Date     Condition        Report By
 PO0195  HISTORY     - 1934     MONUMENTED       CGS
 PO0195  HISTORY     - 1951     MARK NOT FOUND   USGS
 PO0195  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0195  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PO0195  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 PO0195
 PO0195                          STATION DESCRIPTION
 PO0195
 PO0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0195'2 MI W FROM CADOTT.
 PO0195'2 MILES WEST OF CADOTT DEPOT 28 FEET NORTH OF CENTER OF MAIN TRACK
 PO0195'OF SOO RY.  36 FEET EAST OF CENTER OF ROAD 10 FEET WEST OF TELEPHONE
 PO0195'POLE 4 POLES WEST OF MILE POST 340.
 PO0195
 PO0195                          STATION RECOVERY (1951)
 PO0195
 PO0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PO0195'MARK NOT FOUND.
 PO0195
 PO0195                          STATION RECOVERY (1977)
 PO0195
 PO0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0195'MARK NOT FOUND.
 PO0195
 PO0195                          STATION RECOVERY (2001)
 PO0195
 PO0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PO0195'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PO0195
 PO0195                          STATION RECOVERY (2003)
 PO0195
 PO0195'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0159 ***********************************************************************
 OM0159  DESIGNATION -  B 5
 OM0159  PID         -  OM0159
 OM0159  STATE/COUNTY-  WI/WINNEBAGO
 OM0159  COUNTRY     -  US
 OM0159  USGS QUAD   -  VAN DYNE (2018)
 OM0159
 OM0159                         *CURRENT SURVEY CONTROL
 OM0159  ______________________________________________________________________
 OM0159* NAD 83(1986) POSITION- 43 56 22.75   (N) 088 31 26.33   (W)   HD_HELD1
 OM0159* NAVD 88 ORTHO HEIGHT -   243.282 (meters)      798.17  (feet) ADJUSTED
 OM0159  ______________________________________________________________________
 OM0159  GEOID HEIGHT    -        -36.169 (meters)                     GEOID18
 OM0159  DYNAMIC HEIGHT  -        243.230 (meters)      798.00  (feet) COMP
 OM0159  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 OM0159
 OM0159  VERT ORDER      -  FIRST     CLASS II
 OM0159
 OM0159.The horizontal coordinates were determined by differentially corrected
 OM0159.hand held GPS observations or other comparable positioning techniques
 OM0159.and have an estimated accuracy of +/- 3 meters.
 OM0159
 OM0159.The orthometric height was determined by differential leveling and
 OM0159.adjusted by the NATIONAL GEODETIC SURVEY
 OM0159.in June 1991.
 OM0159
 OM0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0159.GEOID18 height accuracy estimate available here.
 OM0159
 OM0159.Click photographs - Photos may exist for this station.
 OM0159
 OM0159.The dynamic height is computed by dividing the NAVD 88
 OM0159.geopotential number by the normal gravity value computed on the
 OM0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0159.degrees latitude (g = 980.6199 gals.).
 OM0159
 OM0159.The modeled gravity was interpolated from observed gravity values.
 OM0159
 OM0159;                    North         East    Units  Estimated Accuracy
 OM0159;SPC WI S     -   216,530.7     718,496.9     MT  (+/- 3 meters HH1 GPS) 
 OM0159
 OM0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7769166299(NAD 83)
 OM0159
 OM0159                          SUPERSEDED SURVEY CONTROL
 OM0159
 OM0159  NGVD 29 (??/??/92)  243.406  (m)          798.57   (f) ADJ UNCH    1 2
 OM0159
 OM0159.Superseded values are not recommended for survey control.
 OM0159
 OM0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0159.See file dsdata.pdf to determine how the superseded data were derived.
 OM0159
 OM0159_MARKER: DB = BENCH MARK DISK
 OM0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0159_STAMPING: 798.575 B 5 1930
 OM0159_MARK LOGO: CGS
 OM0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0159+STABILITY: SURFACE MOTION
 OM0159
 OM0159  HISTORY     - Date     Condition        Report By
 OM0159  HISTORY     - 1930     MONUMENTED       CGS
 OM0159  HISTORY     - 1934     GOOD             CGS
 OM0159  HISTORY     - 1989     GOOD             USPSQD
 OM0159  HISTORY     - 19950902 MARK NOT FOUND   USPSQD
 OM0159  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 OM0159
 OM0159                          STATION DESCRIPTION
 OM0159
 OM0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0159'4 MI N FROM VAN DYNE.
 OM0159'IN WINNEBAGO COUNTY, 4.0 MILES NORTH ALONG THE CHICAGO AND
 OM0159'NORTH WESTERN RAILWAY FROM THE STATION AT VAN DYNE, FOND DU LAC
 OM0159'COUNTY, ABOUT 150 YARDS NORTH OF BLOCK SIGNAL 332, AT A ROAD
 OM0159'CROSSING, 24 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 19
 OM0159'FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED 798.575 B
 OM0159'5 1930 AND SET IN THE TOP OF A CONCRETE POST.
 OM0159
 OM0159                          STATION RECOVERY (1989)
 OM0159
 OM0159'RECOVERY NOTE BY US POWER SQUADRON 1989 (EC)
 OM0159'RECOVERED IN GOOD CONDITION.
 OM0159
 OM0159                          STATION RECOVERY (1995)
 OM0159
 OM0159'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0159'MARK NOT FOUND.
 OM0159
 OM0159                          STATION RECOVERY (2004)
 OM0159
 OM0159'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 OM0159'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO0063 ***********************************************************************
 QO0063  DESIGNATION -  B 50
 QO0063  PID         -  QO0063
 QO0063  STATE/COUNTY-  WI/ST CROIX
 QO0063  COUNTRY     -  US
 QO0063  USGS QUAD   -  JEWETT (2018)
 QO0063
 QO0063                         *CURRENT SURVEY CONTROL
 QO0063  ______________________________________________________________________
 QO0063* NAD 83(1986) POSITION- 45 06 59.     (N) 092 28 38.     (W)   SCALED
 QO0063* NAVD 88 ORTHO HEIGHT -   308.766 (meters)     1013.01  (feet) ADJUSTED
 QO0063  ______________________________________________________________________
 QO0063  GEOID HEIGHT    -        -29.829 (meters)                     GEOID18
 QO0063  DYNAMIC HEIGHT  -        308.729 (meters)     1012.89  (feet) COMP
 QO0063  MODELED GRAVITY -    980,486.7   (mgal)                       NAVD 88
 QO0063
 QO0063  VERT ORDER      -  SECOND    CLASS 0
 QO0063
 QO0063.The horizontal coordinates were scaled from a map and have
 QO0063.an estimated accuracy of +/- 6 seconds.
 QO0063
 QO0063.The orthometric height was determined by differential leveling and
 QO0063.adjusted by the NATIONAL GEODETIC SURVEY
 QO0063.in June 1991.
 QO0063
 QO0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0063.GEOID18 height accuracy estimate available here.
 QO0063
 QO0063.Click photographs - Photos may exist for this station.
 QO0063
 QO0063.The dynamic height is computed by dividing the NAVD 88
 QO0063.geopotential number by the normal gravity value computed on the
 QO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0063.degrees latitude (g = 980.6199 gals.).
 QO0063
 QO0063.The modeled gravity was interpolated from observed gravity values.
 QO0063
 QO0063;                    North         East    Units  Estimated Accuracy
 QO0063;SPC WI C     -   145,550.      405,120.      MT  (+/- 180 meters Scaled)
 QO0063
 QO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK411960(NAD 83)
 QO0063
 QO0063                          SUPERSEDED SURVEY CONTROL
 QO0063
 QO0063  NGVD 29 (??/??/92)  308.719  (m)         1012.86   (f) ADJ UNCH    2 0
 QO0063
 QO0063.Superseded values are not recommended for survey control.
 QO0063
 QO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0063.See file dsdata.pdf to determine how the superseded data were derived.
 QO0063
 QO0063_MARKER: DB = BENCH MARK DISK
 QO0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0063_STAMPING: B 50 1934
 QO0063_MARK LOGO: CGS
 QO0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0063+STABILITY: SURFACE MOTION
 QO0063
 QO0063  HISTORY     - Date     Condition        Report By
 QO0063  HISTORY     - 1934     MONUMENTED       CGS
 QO0063  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 QO0063
 QO0063                          STATION DESCRIPTION
 QO0063
 QO0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0063'3.2 MI E FROM NEW RICHMOND.
 QO0063'3.2 MILES EAST OF NEW RICHMOND DEPOT 43 FEET NORTH OF CENTER OF MAIN
 QO0063'TRACK OF SOO RY.  20 FEET EAST OF CENTER OF ROAD 3 FEET SOUTHEAST OF
 QO0063'FENCE CORNER.
 QO0063
 QO0063                          STATION RECOVERY (2003)
 QO0063
 QO0063'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 QO0063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0284 ***********************************************************************
 PO0284  DESIGNATION -  B 51
 PO0284  PID         -  PO0284
 PO0284  STATE/COUNTY-  WI/DUNN
 PO0284  COUNTRY     -  US
 PO0284  USGS QUAD   -  COLFAX SOUTH (2018)
 PO0284
 PO0284                         *CURRENT SURVEY CONTROL
 PO0284  ______________________________________________________________________
 PO0284* NAD 83(1986) POSITION- 44 59 48.     (N) 091 43 38.     (W)   SCALED
 PO0284* NAVD 88 ORTHO HEIGHT -   289.421 (meters)      949.54  (feet) ADJUSTED
 PO0284  ______________________________________________________________________
 PO0284  GEOID HEIGHT    -        -30.769 (meters)                     GEOID18
 PO0284  DYNAMIC HEIGHT  -        289.393 (meters)      949.45  (feet) COMP
 PO0284  MODELED GRAVITY -    980,512.2   (mgal)                       NAVD 88
 PO0284
 PO0284  VERT ORDER      -  SECOND    CLASS 0
 PO0284
 PO0284.The horizontal coordinates were scaled from a map and have
 PO0284.an estimated accuracy of +/- 6 seconds.
 PO0284
 PO0284.The orthometric height was determined by differential leveling and
 PO0284.adjusted by the NATIONAL GEODETIC SURVEY
 PO0284.in June 1991.
 PO0284
 PO0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0284.GEOID18 height accuracy estimate available here.
 PO0284
 PO0284.Click photographs - Photos may exist for this station.
 PO0284
 PO0284.The dynamic height is computed by dividing the NAVD 88
 PO0284.geopotential number by the normal gravity value computed on the
 PO0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0284.degrees latitude (g = 980.6199 gals.).
 PO0284
 PO0284.The modeled gravity was interpolated from observed gravity values.
 PO0284
 PO0284;                    North         East    Units  Estimated Accuracy
 PO0284;SPC WI C     -   130,720.      463,820.      MT  (+/- 180 meters Scaled)
 PO0284
 PO0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK003833(NAD 83)
 PO0284
 PO0284                          SUPERSEDED SURVEY CONTROL
 PO0284
 PO0284  NGVD 29 (??/??/92)  289.396  (m)          949.46   (f) ADJ UNCH    2 0
 PO0284
 PO0284.Superseded values are not recommended for survey control.
 PO0284
 PO0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0284.See file dsdata.pdf to determine how the superseded data were derived.
 PO0284
 PO0284_MARKER: DB = BENCH MARK DISK
 PO0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0284_STAMPING: B 51 1934
 PO0284_MARK LOGO: CGS
 PO0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0284+STABILITY: SURFACE MOTION
 PO0284
 PO0284  HISTORY     - Date     Condition        Report By
 PO0284  HISTORY     - 1934     MONUMENTED       CGS
 PO0284  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0284  HISTORY     - 20031204 MARK NOT FOUND   WIDT
 PO0284
 PO0284                          STATION DESCRIPTION
 PO0284
 PO0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0284'NEAR COLFAX.
 PO0284'7 1/2 RAILS WEST OF WEST LINE OF COLFAX DEPOT 27 FEET SOUTH OF
 PO0284'CENTER OF MAIN TRACK OF SOO RY.  12 FEET SOUTH OF NEAREST SIDING
 PO0284'RAIL 33 FEET EAST OF CENTER OF ROAD.
 PO0284
 PO0284                          STATION RECOVERY (1972)
 PO0284
 PO0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0284'MARK NOT FOUND.
 PO0284
 PO0284                          STATION RECOVERY (2003)
 PO0284
 PO0284'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0284'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0233 ***********************************************************************
 PO0233  DESIGNATION -  B 52
 PO0233  PID         -  PO0233
 PO0233  STATE/COUNTY-  WI/EAU CLAIRE
 PO0233  COUNTRY     -  US
 PO0233  USGS QUAD   -  FALL CREEK (2018)
 PO0233
 PO0233                         *CURRENT SURVEY CONTROL
 PO0233  ______________________________________________________________________
 PO0233* NAD 83(1986) POSITION- 44 46 08.     (N) 091 16 55.     (W)   SCALED
 PO0233* NAVD 88 ORTHO HEIGHT -   289.224 (meters)      948.90  (feet) ADJUSTED
 PO0233  ______________________________________________________________________
 PO0233  GEOID HEIGHT    -        -31.215 (meters)                     GEOID18
 PO0233  DYNAMIC HEIGHT  -        289.192 (meters)      948.79  (feet) COMP
 PO0233  MODELED GRAVITY -    980,502.5   (mgal)                       NAVD 88
 PO0233
 PO0233  VERT ORDER      -  SECOND    CLASS 0
 PO0233
 PO0233.The horizontal coordinates were scaled from a map and have
 PO0233.an estimated accuracy of +/- 6 seconds.
 PO0233
 PO0233.The orthometric height was determined by differential leveling and
 PO0233.adjusted by the NATIONAL GEODETIC SURVEY
 PO0233.in June 1991.
 PO0233
 PO0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0233.GEOID18 height accuracy estimate available here.
 PO0233
 PO0233.Click photographs - Photos may exist for this station.
 PO0233
 PO0233.The dynamic height is computed by dividing the NAVD 88
 PO0233.geopotential number by the normal gravity value computed on the
 PO0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0233.degrees latitude (g = 980.6199 gals.).
 PO0233
 PO0233.The modeled gravity was interpolated from observed gravity values.
 PO0233
 PO0233;                    North         East    Units  Estimated Accuracy
 PO0233;SPC WI C     -   104,760.      498,530.      MT  (+/- 180 meters Scaled)
 PO0233
 PO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK359587(NAD 83)
 PO0233
 PO0233                          SUPERSEDED SURVEY CONTROL
 PO0233
 PO0233  NGVD 29 (??/??/92)  289.214  (m)          948.86   (f) ADJ UNCH    2 0
 PO0233
 PO0233.Superseded values are not recommended for survey control.
 PO0233
 PO0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0233.See file dsdata.pdf to determine how the superseded data were derived.
 PO0233
 PO0233_MARKER: DB = BENCH MARK DISK
 PO0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0233_SP_SET: BRIDGE RETAINING WALL
 PO0233_STAMPING: B 52 1934
 PO0233_MARK LOGO: CGS
 PO0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0233
 PO0233  HISTORY     - Date     Condition        Report By
 PO0233  HISTORY     - 1934     MONUMENTED       CGS
 PO0233  HISTORY     - 1965     GOOD             CGS
 PO0233
 PO0233                          STATION DESCRIPTION
 PO0233
 PO0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0233'0.6 MI N FROM FALL CREEK.
 PO0233'0.6 MILE NORTH OF FALL CREEK DEPOT 9 FEET WEST OF CENTER OF WEST
 PO0233'MAIN TRACK OF C. AND N. W. RY. 3 FEET NORTH OF SOUTH END OF
 PO0233'NORTHWEST RETAINING WALL OF BRIDGE 12 RAILS NORTH OF MILE POST
 PO0233'99
 PO0233
 PO0233                          STATION RECOVERY (1965)
 PO0233
 PO0233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 PO0233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0101 ***********************************************************************
 QN0101  DESIGNATION -  B 53
 QN0101  PID         -  QN0101
 QN0101  STATE/COUNTY-  WI/TAYLOR
 QN0101  COUNTRY     -  US
 QN0101  USGS QUAD   -  MEDFORD (2018)
 QN0101
 QN0101                         *CURRENT SURVEY CONTROL
 QN0101  ______________________________________________________________________
 QN0101* NAD 83(1986) POSITION- 45 13 26.     (N) 090 19 53.     (W)   SCALED
 QN0101* NAVD 88 ORTHO HEIGHT -   448.089 (meters)     1470.11  (feet) ADJUSTED
 QN0101  ______________________________________________________________________
 QN0101  GEOID HEIGHT    -        -31.418 (meters)                     GEOID18
 QN0101  DYNAMIC HEIGHT  -        448.055 (meters)     1469.99  (feet) COMP
 QN0101  MODELED GRAVITY -    980,527.1   (mgal)                       NAVD 88
 QN0101
 QN0101  VERT ORDER      -  SECOND    CLASS 0
 QN0101
 QN0101.The horizontal coordinates were scaled from a map and have
 QN0101.an estimated accuracy of +/- 6 seconds.
 QN0101
 QN0101.The orthometric height was determined by differential leveling and
 QN0101.adjusted by the NATIONAL GEODETIC SURVEY
 QN0101.in June 1991.
 QN0101
 QN0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0101.GEOID18 height accuracy estimate available here.
 QN0101
 QN0101.Click photographs - Photos may exist for this station.
 QN0101
 QN0101.The dynamic height is computed by dividing the NAVD 88
 QN0101.geopotential number by the normal gravity value computed on the
 QN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0101.degrees latitude (g = 980.6199 gals.).
 QN0101
 QN0101.The modeled gravity was interpolated from observed gravity values.
 QN0101
 QN0101;                    North         East    Units  Estimated Accuracy
 QN0101;SPC WI C     -   154,570.      573,970.      MT  (+/- 180 meters Scaled)
 QN0101
 QN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL095112(NAD 83)
 QN0101
 QN0101                          SUPERSEDED SURVEY CONTROL
 QN0101
 QN0101  NGVD 29 (??/??/92)  448.093  (m)         1470.12   (f) ADJ UNCH    2 0
 QN0101
 QN0101.Superseded values are not recommended for survey control.
 QN0101
 QN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0101.See file dsdata.pdf to determine how the superseded data were derived.
 QN0101
 QN0101_MARKER: DB = BENCH MARK DISK
 QN0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0101_STAMPING: B 53 1934
 QN0101_MARK LOGO: CGS
 QN0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0101+STABILITY: SURFACE MOTION
 QN0101
 QN0101  HISTORY     - Date     Condition        Report By
 QN0101  HISTORY     - 1934     MONUMENTED       CGS
 QN0101  HISTORY     - 1966     POOR             USGS
 QN0101  HISTORY     - 20041006 MARK NOT FOUND   WIDT
 QN0101
 QN0101                          STATION DESCRIPTION
 QN0101
 QN0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0101'AT WHITTLESEY.
 QN0101'AT WHITTLESEY, TAYLOR COUNTY, 4 FEET WEST OF THE MINNEAPOLIS,
 QN0101'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION, 1 POLE SOUTH OF
 QN0101'MILEPOST 323, 10 FEET NORTH OF A GRAVEL ROAD, AND 23 FEET WEST
 QN0101'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 53
 QN0101'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE POST IS
 QN0101'PROJECTING EXCESSIVELY AND LEANING AND VERY LOOSE.  APPARENTLY
 QN0101'FROST-HEAVED.
 QN0101
 QN0101                          STATION RECOVERY (1966)
 QN0101
 QN0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QN0101'MARK RECOVERED IN POOR CONDITION.
 QN0101
 QN0101                          STATION RECOVERY (2004)
 QN0101
 QN0101'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0101'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0173 ***********************************************************************
 PO0173  DESIGNATION -  B 54
 PO0173  PID         -  PO0173
 PO0173  STATE/COUNTY-  WI/EAU CLAIRE
 PO0173  COUNTRY     -  US
 PO0173  USGS QUAD   -  FAIRCHILD (2018)
 PO0173
 PO0173                         *CURRENT SURVEY CONTROL
 PO0173  ______________________________________________________________________
 PO0173* NAD 83(1986) POSITION- 44 36 02.     (N) 090 57 44.     (W)   SCALED
 PO0173* NAVD 88 ORTHO HEIGHT -   325.484 (meters)     1067.86  (feet) ADJUSTED
 PO0173  ______________________________________________________________________
 PO0173  GEOID HEIGHT    -        -32.184 (meters)                     GEOID18
 PO0173  DYNAMIC HEIGHT  -        325.437 (meters)     1067.70  (feet) COMP
 PO0173  MODELED GRAVITY -    980,464.8   (mgal)                       NAVD 88
 PO0173
 PO0173  VERT ORDER      -  SECOND    CLASS 0
 PO0173
 PO0173.The horizontal coordinates were scaled from a map and have
 PO0173.an estimated accuracy of +/- 6 seconds.
 PO0173
 PO0173.The orthometric height was determined by differential leveling and
 PO0173.adjusted by the NATIONAL GEODETIC SURVEY
 PO0173.in June 1991.
 PO0173
 PO0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0173.GEOID18 height accuracy estimate available here.
 PO0173
 PO0173.Click photographs - Photos may exist for this station.
 PO0173
 PO0173.The dynamic height is computed by dividing the NAVD 88
 PO0173.geopotential number by the normal gravity value computed on the
 PO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0173.degrees latitude (g = 980.6199 gals.).
 PO0173
 PO0173.The modeled gravity was interpolated from observed gravity values.
 PO0173
 PO0173;                    North         East    Units  Estimated Accuracy
 PO0173;SPC WI C     -    85,710.      523,610.      MT  (+/- 180 meters Scaled)
 PO0173
 PO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK617405(NAD 83)
 PO0173
 PO0173                          SUPERSEDED SURVEY CONTROL
 PO0173
 PO0173  NGVD 29 (??/??/92)  325.474  (m)         1067.83   (f) ADJ UNCH    2 0
 PO0173
 PO0173.Superseded values are not recommended for survey control.
 PO0173
 PO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0173.See file dsdata.pdf to determine how the superseded data were derived.
 PO0173
 PO0173_MARKER: DB = BENCH MARK DISK
 PO0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0173_STAMPING: B 54 1934
 PO0173_MARK LOGO: CGS
 PO0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0173+STABILITY: SURFACE MOTION
 PO0173
 PO0173  HISTORY     - Date     Condition        Report By
 PO0173  HISTORY     - 1934     MONUMENTED       CGS
 PO0173  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0173  HISTORY     - 20031106 MARK NOT FOUND   WIDT
 PO0173
 PO0173                          STATION DESCRIPTION
 PO0173
 PO0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0173'IN FAIRCHILD.
 PO0173'IN FAIRCHILD, ALONG THE CHICAGO MINNEAPOLIS ST PAUL AND OMAHA
 PO0173'RR 40 FEET WEST OF CENTER OF SOUTHBOUND TRACK 20 FEET SOUTH OF
 PO0173'STREET CROSSING 2 BLOCKS SOUTH OF DEPOT BY THE NORTHEAST CORNER
 PO0173'OF THE GARDEN OF A 2-STORY WHITE HOUSE 2 IN ABOVE THE GROUND.
 PO0173
 PO0173                          STATION RECOVERY (1977)
 PO0173
 PO0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0173'MARK NOT FOUND.
 PO0173
 PO0173                          STATION RECOVERY (2003)
 PO0173
 PO0173'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0173'AREA IS NOW CULVERTS, STORM DRAIN, SIDEWALK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0154 ***********************************************************************
 PO0154  DESIGNATION -  B 55
 PO0154  PID         -  PO0154
 PO0154  STATE/COUNTY-  WI/MONROE
 PO0154  COUNTRY     -  US
 PO0154  USGS QUAD   -  WARRENS WEST (2018)
 PO0154
 PO0154                         *CURRENT SURVEY CONTROL
 PO0154  ______________________________________________________________________
 PO0154* NAD 83(1986) POSITION- 44 08 48.     (N) 090 32 44.     (W)   SCALED
 PO0154* NAVD 88 ORTHO HEIGHT -   315.585 (meters)     1035.38  (feet) ADJUSTED
 PO0154  ______________________________________________________________________
 PO0154  GEOID HEIGHT    -        -33.893 (meters)                     GEOID18
 PO0154  DYNAMIC HEIGHT  -        315.521 (meters)     1035.17  (feet) COMP
 PO0154  MODELED GRAVITY -    980,407.3   (mgal)                       NAVD 88
 PO0154
 PO0154  VERT ORDER      -  SECOND    CLASS 0
 PO0154
 PO0154.The horizontal coordinates were scaled from a map and have
 PO0154.an estimated accuracy of +/- 6 seconds.
 PO0154
 PO0154.The orthometric height was determined by differential leveling and
 PO0154.adjusted by the NATIONAL GEODETIC SURVEY
 PO0154.in June 1991.
 PO0154
 PO0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0154.GEOID18 height accuracy estimate available here.
 PO0154
 PO0154.Click photographs - Photos may exist for this station.
 PO0154
 PO0154.The dynamic height is computed by dividing the NAVD 88
 PO0154.geopotential number by the normal gravity value computed on the
 PO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0154.degrees latitude (g = 980.6199 gals.).
 PO0154
 PO0154.The modeled gravity was interpolated from observed gravity values.
 PO0154
 PO0154;                    North         East    Units  Estimated Accuracy
 PO0154;SPC WI S     -   238,630.      556,350.      MT  (+/- 180 meters Scaled)
 PO0154
 PO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ962910(NAD 83)
 PO0154
 PO0154                          SUPERSEDED SURVEY CONTROL
 PO0154
 PO0154  NGVD 29 (??/??/92)  315.579  (m)         1035.36   (f) ADJ UNCH    2 0
 PO0154
 PO0154.Superseded values are not recommended for survey control.
 PO0154
 PO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0154.See file dsdata.pdf to determine how the superseded data were derived.
 PO0154
 PO0154_MARKER: DB = BENCH MARK DISK
 PO0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0154_STAMPING: B 55 1934
 PO0154_MARK LOGO: CGS
 PO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0154+STABILITY: SURFACE MOTION
 PO0154
 PO0154  HISTORY     - Date     Condition        Report By
 PO0154  HISTORY     - 1934     MONUMENTED       CGS
 PO0154  HISTORY     - 1948     MARK NOT FOUND   USGS
 PO0154
 PO0154                          STATION DESCRIPTION
 PO0154
 PO0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0154'2.6 MI N FROM WARRENS.
 PO0154'2.6 MILES NORTH OF BY RAILROAD ALONG THE CHICAGO MINNEAPOLIS ST
 PO0154'PAUL AND OMAHA 15 FEET EAST OF CENTER OF NORTHBOUND 20 FEET SOUTH
 PO0154'OF COUNTY ROAD CROSSING MP 161 + 20 1/2 2 IN ABOVE THE GROUND
 PO0154
 PO0154                          STATION RECOVERY (1948)
 PO0154
 PO0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 PO0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0186 ***********************************************************************
 PO0186  DESIGNATION -  B 56
 PO0186  PID         -  PO0186
 PO0186  STATE/COUNTY-  WI/CLARK
 PO0186  COUNTRY     -  US
 PO0186  USGS QUAD   -  COLUMBIA (2018)
 PO0186
 PO0186                         *CURRENT SURVEY CONTROL
 PO0186  ______________________________________________________________________
 PO0186* NAD 83(1986) POSITION- 44 33 12.     (N) 090 38 20.     (W)   SCALED
 PO0186* NAVD 88 ORTHO HEIGHT -   328.460 (meters)     1077.62  (feet) ADJUSTED
 PO0186  ______________________________________________________________________
 PO0186  GEOID HEIGHT    -        -33.072 (meters)                     GEOID18
 PO0186  DYNAMIC HEIGHT  -        328.411 (meters)     1077.46  (feet) COMP
 PO0186  MODELED GRAVITY -    980,459.8   (mgal)                       NAVD 88
 PO0186
 PO0186  VERT ORDER      -  SECOND    CLASS 0
 PO0186
 PO0186.The horizontal coordinates were scaled from a map and have
 PO0186.an estimated accuracy of +/- 6 seconds.
 PO0186
 PO0186.The orthometric height was determined by differential leveling and
 PO0186.adjusted by the NATIONAL GEODETIC SURVEY
 PO0186.in June 1991.
 PO0186
 PO0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0186.GEOID18 height accuracy estimate available here.
 PO0186
 PO0186.Click photographs - Photos may exist for this station.
 PO0186
 PO0186.The dynamic height is computed by dividing the NAVD 88
 PO0186.geopotential number by the normal gravity value computed on the
 PO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0186.degrees latitude (g = 980.6199 gals.).
 PO0186
 PO0186.The modeled gravity was interpolated from observed gravity values.
 PO0186
 PO0186;                    North         East    Units  Estimated Accuracy
 PO0186;SPC WI C     -    80,210.      549,240.      MT  (+/- 180 meters Scaled)
 PO0186
 PO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK875360(NAD 83)
 PO0186
 PO0186                          SUPERSEDED SURVEY CONTROL
 PO0186
 PO0186  NGVD 29 (??/??/92)  328.467  (m)         1077.65   (f) ADJ UNCH    2 0
 PO0186
 PO0186.Superseded values are not recommended for survey control.
 PO0186
 PO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0186.See file dsdata.pdf to determine how the superseded data were derived.
 PO0186
 PO0186_MARKER: DB = BENCH MARK DISK
 PO0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0186_STAMPING: B 56 1934
 PO0186_MARK LOGO: CGS
 PO0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0186+STABILITY: SURFACE MOTION
 PO0186
 PO0186  HISTORY     - Date     Condition        Report By
 PO0186  HISTORY     - 1934     MONUMENTED       CGS
 PO0186  HISTORY     - 1953     MARK NOT FOUND   USGS
 PO0186  HISTORY     - 20031031 MARK NOT FOUND   WIDT
 PO0186
 PO0186                          STATION DESCRIPTION
 PO0186
 PO0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0186'IN SYDNEY.
 PO0186'AT SYDNEY, CLARK COUNTY, ON THE CHICAGO, ST. PAUL, MINNEAPOLIS
 PO0186'AND OMAHA RAILWAY, ABOUT 5 RAILS EAST OF THE STATION BOARD,
 PO0186'OPPOSITE MILEPOST 12+16, ABOUT 18 FEET EAST OF A ROAD CROSSING,
 PO0186'AND 21 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 PO0186'DISK, STAMPED B 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0186
 PO0186                          STATION RECOVERY (1953)
 PO0186
 PO0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 PO0186'MARK NOT FOUND.
 PO0186
 PO0186                          STATION RECOVERY (2003)
 PO0186
 PO0186'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0186'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0246 ***********************************************************************
 QN0246  DESIGNATION -  B 57
 QN0246  PID         -  QN0246
 QN0246  STATE/COUNTY-  WI/BARRON
 QN0246  COUNTRY     -  US
 QN0246  USGS QUAD   -  RICE LAKE SOUTH (2018)
 QN0246
 QN0246                         *CURRENT SURVEY CONTROL
 QN0246  ______________________________________________________________________
 QN0246* NAD 83(1986) POSITION- 45 23 25.     (N) 091 44 05.     (W)   SCALED
 QN0246* NAVD 88 ORTHO HEIGHT -   331.629 (meters)     1088.02  (feet) ADJUSTED
 QN0246  ______________________________________________________________________
 QN0246  GEOID HEIGHT    -        -30.317 (meters)                     GEOID18
 QN0246  DYNAMIC HEIGHT  -        331.605 (meters)     1087.94  (feet) COMP
 QN0246  MODELED GRAVITY -    980,535.2   (mgal)                       NAVD 88
 QN0246
 QN0246  VERT ORDER      -  SECOND    CLASS 0
 QN0246
 QN0246.The horizontal coordinates were scaled from a map and have
 QN0246.an estimated accuracy of +/- 6 seconds.
 QN0246
 QN0246.The orthometric height was determined by differential leveling and
 QN0246.adjusted by the NATIONAL GEODETIC SURVEY
 QN0246.in June 1991.
 QN0246
 QN0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0246.GEOID18 height accuracy estimate available here.
 QN0246
 QN0246.Click photographs - Photos may exist for this station.
 QN0246
 QN0246.The dynamic height is computed by dividing the NAVD 88
 QN0246.geopotential number by the normal gravity value computed on the
 QN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0246.degrees latitude (g = 980.6199 gals.).
 QN0246
 QN0246.The modeled gravity was interpolated from observed gravity values.
 QN0246
 QN0246;                    North         East    Units  Estimated Accuracy
 QN0246;SPC WI C     -   174,460.      464,170.      MT  (+/- 180 meters Scaled)
 QN0246
 QN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL990270(NAD 83)
 QN0246
 QN0246                          SUPERSEDED SURVEY CONTROL
 QN0246
 QN0246  NGVD 29 (??/??/92)  331.615  (m)         1087.97   (f) ADJ UNCH    2 0
 QN0246
 QN0246.Superseded values are not recommended for survey control.
 QN0246
 QN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0246.See file dsdata.pdf to determine how the superseded data were derived.
 QN0246
 QN0246_MARKER: DB = BENCH MARK DISK
 QN0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0246_STAMPING: B 57 1934
 QN0246_MARK LOGO: CGS
 QN0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0246+STABILITY: SURFACE MOTION
 QN0246
 QN0246  HISTORY     - Date     Condition        Report By
 QN0246  HISTORY     - 1934     MONUMENTED       CGS
 QN0246  HISTORY     - 1951     MARK NOT FOUND   USGS
 QN0246  HISTORY     - 1980     MARK NOT FOUND   NGS
 QN0246  HISTORY     - 20031104 MARK NOT FOUND   WIDT
 QN0246  HISTORY     - 20040921 MARK NOT FOUND   WIDT
 QN0246
 QN0246                          STATION DESCRIPTION
 QN0246
 QN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0246'1.4 MI S FROM CAMERON.
 QN0246'1.4 MILES SOUTH OF CAMERON ALONG THE CHICAGO, SAINT PAUL,
 QN0246'MINNEAPOLIS AND OMAHA RAILWAY FROM CAMERON, BARRON COUNTY, 15
 QN0246'POLES NORTH OF MILEPOST 48, 50 FEET WEST OF U.S. HIGHWAY 53,
 QN0246'50 FEET EAST OF THE TRACK, AND 10 FEET WEST OF A FENCE.  A
 QN0246'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, STAMPED B 57 1934.
 QN0246
 QN0246                          STATION RECOVERY (1951)
 QN0246
 QN0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 QN0246'MARK NOT FOUND.
 QN0246
 QN0246                          STATION RECOVERY (1980)
 QN0246
 QN0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QN0246'MARK NOT FOUND.
 QN0246
 QN0246                          STATION RECOVERY (2003)
 QN0246
 QN0246'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0246'MARK NOT FOUND.
 QN0246
 QN0246                          STATION RECOVERY (2004)
 QN0246
 QN0246'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0298 ***********************************************************************
 PO0298  DESIGNATION -  B 58
 PO0298  PID         -  PO0298
 PO0298  STATE/COUNTY-  WI/DUNN
 PO0298  COUNTRY     -  US
 PO0298  USGS QUAD   -  FALLS CITY (2018)
 PO0298
 PO0298                         *CURRENT SURVEY CONTROL
 PO0298  ______________________________________________________________________
 PO0298* NAD 83(1986) POSITION- 44 45 01.     (N) 091 45 28.     (W)   SCALED
 PO0298* NAVD 88 ORTHO HEIGHT -   226.578 (meters)      743.36  (feet) ADJUSTED
 PO0298  ______________________________________________________________________
 PO0298  GEOID HEIGHT    -        -30.681 (meters)                     GEOID18
 PO0298  DYNAMIC HEIGHT  -        226.555 (meters)      743.29  (feet) COMP
 PO0298  MODELED GRAVITY -    980,512.8   (mgal)                       NAVD 88
 PO0298
 PO0298  VERT ORDER      -  SECOND    CLASS 0
 PO0298
 PO0298.The horizontal coordinates were scaled from a map and have
 PO0298.an estimated accuracy of +/- 6 seconds.
 PO0298
 PO0298.The orthometric height was determined by differential leveling and
 PO0298.adjusted by the NATIONAL GEODETIC SURVEY
 PO0298.in June 1991.
 PO0298
 PO0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0298.GEOID18 height accuracy estimate available here.
 PO0298
 PO0298.Click photographs - Photos may exist for this station.
 PO0298
 PO0298.The dynamic height is computed by dividing the NAVD 88
 PO0298.geopotential number by the normal gravity value computed on the
 PO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0298.degrees latitude (g = 980.6199 gals.).
 PO0298
 PO0298.The modeled gravity was interpolated from observed gravity values.
 PO0298
 PO0298;                    North         East    Units  Estimated Accuracy
 PO0298;SPC WI C     -   103,400.      460,820.      MT  (+/- 180 meters Scaled)
 PO0298
 PO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK983559(NAD 83)
 PO0298
 PO0298                          SUPERSEDED SURVEY CONTROL
 PO0298
 PO0298  NGVD 29 (??/??/92)  226.554  (m)          743.29   (f) ADJ UNCH    2 0
 PO0298
 PO0298.Superseded values are not recommended for survey control.
 PO0298
 PO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0298.See file dsdata.pdf to determine how the superseded data were derived.
 PO0298
 PO0298_MARKER: DB = BENCH MARK DISK
 PO0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0298_STAMPING: B 58 1934
 PO0298_MARK LOGO: CGS
 PO0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0298+STABILITY: SURFACE MOTION
 PO0298
 PO0298  HISTORY     - Date     Condition        Report By
 PO0298  HISTORY     - 1934     MONUMENTED       CGS
 PO0298  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0298
 PO0298                          STATION DESCRIPTION
 PO0298
 PO0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0298'2.1 MI N FROM MERIDEAN.
 PO0298'2.1 MILES NORTH OF MERIDEAN DEPOT 44 FEET WEST OF CENTER OF MAIN
 PO0298'TRACK OF C. M. ST. P. AND P. RR.  9 FEET NORTH OF CORNER FENCE
 PO0298'POST 39 FEET NORTH OF CENTER OF ROAD 7 RAILS SOUTH OF MILE POST 33.
 PO0298
 PO0298                          STATION RECOVERY (1972)
 PO0298
 PO0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0588 ***********************************************************************
 PP0588  DESIGNATION -  B 59
 PP0588  PID         -  PP0588
 PP0588  STATE/COUNTY-  WI/PIERCE
 PP0588  COUNTRY     -  US
 PP0588  USGS QUAD   -  RIVER FALLS EAST (2018)
 PP0588
 PP0588                         *CURRENT SURVEY CONTROL
 PP0588  ______________________________________________________________________
 PP0588* NAD 83(1986) POSITION- 44 47 12.     (N) 092 32 11.     (W)   SCALED
 PP0588* NAVD 88 ORTHO HEIGHT -   290.869 (meters)      954.29  (feet) ADJUSTED
 PP0588  ______________________________________________________________________
 PP0588  GEOID HEIGHT    -        -30.161 (meters)                     GEOID18
 PP0588  DYNAMIC HEIGHT  -        290.825 (meters)      954.15  (feet) COMP
 PP0588  MODELED GRAVITY -    980,461.8   (mgal)                       NAVD 88
 PP0588
 PP0588  VERT ORDER      -  SECOND    CLASS 0
 PP0588
 PP0588.The horizontal coordinates were scaled from a map and have
 PP0588.an estimated accuracy of +/- 6 seconds.
 PP0588
 PP0588.The orthometric height was determined by differential leveling and
 PP0588.adjusted by the NATIONAL GEODETIC SURVEY
 PP0588.in June 1991.
 PP0588
 PP0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0588.GEOID18 height accuracy estimate available here.
 PP0588
 PP0588.Click photographs - Photos may exist for this station.
 PP0588
 PP0588.The dynamic height is computed by dividing the NAVD 88
 PP0588.geopotential number by the normal gravity value computed on the
 PP0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0588.degrees latitude (g = 980.6199 gals.).
 PP0588
 PP0588.The modeled gravity was interpolated from observed gravity values.
 PP0588
 PP0588;                    North         East    Units  Estimated Accuracy
 PP0588;SPC WI C     -   109,070.      399,320.      MT  (+/- 180 meters Scaled)
 PP0588
 PP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK366593(NAD 83)
 PP0588
 PP0588                          SUPERSEDED SURVEY CONTROL
 PP0588
 PP0588  NGVD 29 (??/??/92)  290.850  (m)          954.23   (f) ADJ UNCH    2 0
 PP0588
 PP0588.Superseded values are not recommended for survey control.
 PP0588
 PP0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0588.See file dsdata.pdf to determine how the superseded data were derived.
 PP0588
 PP0588_MARKER: DB = BENCH MARK DISK
 PP0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0588_STAMPING: B 59 1934
 PP0588_MARK LOGO: CGS
 PP0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0588+STABILITY: SURFACE MOTION
 PP0588
 PP0588  HISTORY     - Date     Condition        Report By
 PP0588  HISTORY     - 1934     MONUMENTED       CGS
 PP0588  HISTORY     - 1974     MARK NOT FOUND   USGS
 PP0588  HISTORY     - 20040105 MARK NOT FOUND   WIDT
 PP0588
 PP0588                          STATION DESCRIPTION
 PP0588
 PP0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PP0588'2.2 MI NW FROM BELDENVILLE.
 PP0588'2.2 MILES NORTHWEST OF BY RAILROAD ALONG THE CHICAGO MINNEAPOLIS ST
 PP0588'PAUL AND OMAHA RR (ELLSWORTH BRANCH) 48 FEET WEST OF CENTER OF TRACK
 PP0588'ALONG THE RIGHT-OF-WAY FENCE 75 FEET SOUTH OF COUNTY ROAD CROSSING 40
 PP0588'FEET SOUTH OF MP HUD 19 1 IN. ABOVE THE GROUND.
 PP0588
 PP0588                          STATION RECOVERY (1974)
 PP0588
 PP0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PP0588'MARK NOT FOUND.
 PP0588
 PP0588                          STATION RECOVERY (2004)
 PP0588
 PP0588'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (MJB)
 PP0588'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0072 ***********************************************************************
 PN0072  DESIGNATION -  B 6
 PN0072  PID         -  PN0072
 PN0072  STATE/COUNTY-  WI/BROWN
 PN0072  COUNTRY     -  US
 PN0072  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0072
 PN0072                         *CURRENT SURVEY CONTROL
 PN0072  ______________________________________________________________________
 PN0072* NAD 83(1986) POSITION- 44 31 37.     (N) 088 00 51.     (W)   SCALED
 PN0072* NAVD 88 ORTHO HEIGHT -   179.327 (meters)      588.34  (feet) ADJUSTED
 PN0072  ______________________________________________________________________
 PN0072  GEOID HEIGHT    -        -36.247 (meters)                     GEOID18
 PN0072  DYNAMIC HEIGHT  -        179.305 (meters)      588.27  (feet) COMP
 PN0072  MODELED GRAVITY -    980,490.5   (mgal)                       NAVD 88
 PN0072
 PN0072  VERT ORDER      -  FIRST     CLASS II
 PN0072
 PN0072.The horizontal coordinates were scaled from a map and have
 PN0072.an estimated accuracy of +/- 6 seconds.
 PN0072
 PN0072.The orthometric height was determined by differential leveling and
 PN0072.adjusted by the NATIONAL GEODETIC SURVEY
 PN0072.in June 1991.
 PN0072
 PN0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0072.GEOID18 height accuracy estimate available here.
 PN0072
 PN0072.Click photographs - Photos may exist for this station.
 PN0072
 PN0072.The dynamic height is computed by dividing the NAVD 88
 PN0072.geopotential number by the normal gravity value computed on the
 PN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0072.degrees latitude (g = 980.6199 gals.).
 PN0072
 PN0072.The modeled gravity was interpolated from observed gravity values.
 PN0072
 PN0072;                    North         East    Units  Estimated Accuracy
 PN0072;SPC WI C     -    79,000.      757,840.      MT  (+/- 180 meters Scaled)
 PN0072
 PN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ194309(NAD 83)
 PN0072
 PN0072                          SUPERSEDED SURVEY CONTROL
 PN0072
 PN0072  NGVD 29 (??/??/92)  179.361  (m)          588.45   (f) ADJ UNCH    1 2
 PN0072
 PN0072.Superseded values are not recommended for survey control.
 PN0072
 PN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0072.See file dsdata.pdf to determine how the superseded data were derived.
 PN0072
 PN0072_MARKER: DB = BENCH MARK DISK
 PN0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0072_STAMPING: 588.454 B 6 1930
 PN0072_MARK LOGO: CGS
 PN0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0072+STABILITY: SURFACE MOTION
 PN0072
 PN0072  HISTORY     - Date     Condition        Report By
 PN0072  HISTORY     - 1930     MONUMENTED       CGS
 PN0072  HISTORY     - 1949     GOOD             CGS
 PN0072  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0072  HISTORY     - 19940504 MARK NOT FOUND   WI-009
 PN0072  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0072  HISTORY     - 20050803 MARK NOT FOUND   WIDT
 PN0072
 PN0072                          STATION DESCRIPTION
 PN0072
 PN0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PN0072'AT GREEN BAY.
 PN0072'AT GREEN BAY, BROWN COUNTY, 0.4 MILE NORTH ALONG THE CHICAGO AND
 PN0072'NORTH WESTERN RAILWAY FROM THE STATION, ON THE WEST SIDE OF FOX
 PN0072'RIVER, AT THE NORTH BROADWAY STREET CROSSING, 12 YARDS SOUTHEAST
 PN0072'OF THE SIGNAL STATION AT THE SOUTHEAST CORNER OF THE CROSSING,
 PN0072'52 FEET EAST OF THE CENTERLINE OF THE STREET, 39.4 FEET SOUTH OF
 PN0072'THE SOUTH RAIL OF THE C AND N W RY., AND 20.3 FEET NORTH OF THE
 PN0072'NORTH RAIL OF THE GREEN BAY AND WESTERN RAILROAD.  A STANDARD
 PN0072'DISK, STAMPED 588.454 B 6 1930 AND SET IN THE TOP OF A CONCRETE
 PN0072'POST.
 PN0072
 PN0072                          STATION RECOVERY (1985)
 PN0072
 PN0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0072'MARK NOT FOUND.
 PN0072
 PN0072                          STATION RECOVERY (1994)
 PN0072
 PN0072'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0072'MARK WAS RESET, BELIEVED TO BE DESTROYED - NOT SEARCH FOR.
 PN0072
 PN0072                          STATION RECOVERY (2003)
 PN0072
 PN0072'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0072'MARK NOT FOUND.
 PN0072
 PN0072                          STATION RECOVERY (2005)
 PN0072
 PN0072'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0072'NOT FOUND.  ADD--THERE IS A B 6 RESET STATION SET IN THE AREA, WHICH
 PN0072'GIVES REASON TO BELIEVE THAT THE ORIGINAL B 6 STATION WAS DESTROYED AT
 PN0072'ONE POINT IN TIME, NO EVIDENCE OF THE ORIGINAL STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0073 ***********************************************************************
 PN0073  DESIGNATION -  B 6 RESET
 PN0073  PID         -  PN0073
 PN0073  STATE/COUNTY-  WI/BROWN
 PN0073  COUNTRY     -  US
 PN0073  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0073
 PN0073                         *CURRENT SURVEY CONTROL
 PN0073  ______________________________________________________________________
 PN0073* NAD 83(1986) POSITION- 44 31 35.     (N) 088 00 48.     (W)   SCALED
 PN0073* NAVD 88 ORTHO HEIGHT -   179.249 (meters)      588.09  (feet) ADJUSTED
 PN0073  ______________________________________________________________________
 PN0073  GEOID HEIGHT    -        -36.247 (meters)                     GEOID18
 PN0073  DYNAMIC HEIGHT  -        179.226 (meters)      588.01  (feet) COMP
 PN0073  MODELED GRAVITY -    980,490.4   (mgal)                       NAVD 88
 PN0073
 PN0073  VERT ORDER      -  FIRST     CLASS 0
 PN0073
 PN0073.The horizontal coordinates were scaled from a map and have
 PN0073.an estimated accuracy of +/- 6 seconds.
 PN0073
 PN0073.The orthometric height was determined by differential leveling and
 PN0073.adjusted by the NATIONAL GEODETIC SURVEY
 PN0073.in June 1991.
 PN0073
 PN0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0073.GEOID18 height accuracy estimate available here.
 PN0073
 PN0073.Click photographs - Photos may exist for this station.
 PN0073
 PN0073.The dynamic height is computed by dividing the NAVD 88
 PN0073.geopotential number by the normal gravity value computed on the
 PN0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0073.degrees latitude (g = 980.6199 gals.).
 PN0073
 PN0073.The modeled gravity was interpolated from observed gravity values.
 PN0073
 PN0073;                    North         East    Units  Estimated Accuracy
 PN0073;SPC WI C     -    78,940.      757,910.      MT  (+/- 180 meters Scaled)
 PN0073
 PN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ194308(NAD 83)
 PN0073
 PN0073                          SUPERSEDED SURVEY CONTROL
 PN0073
 PN0073.No superseded survey control is available for this station.
 PN0073
 PN0073_MARKER: DB = BENCH MARK DISK
 PN0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0073_STAMPING: B 6 RESET 1966
 PN0073_MARK LOGO: CGS
 PN0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0073+STABILITY: SURFACE MOTION
 PN0073
 PN0073  HISTORY     - Date     Condition        Report By
 PN0073  HISTORY     - 1966     MONUMENTED       CGS
 PN0073  HISTORY     - 1972     GOOD             NGS
 PN0073  HISTORY     - 1974     GOOD             NOS
 PN0073  HISTORY     - 1985     GOOD             NGS
 PN0073  HISTORY     - 19940504 MARK NOT FOUND   WI-009
 PN0073  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0073  HISTORY     - 20050803 MARK NOT FOUND   WIDT
 PN0073  HISTORY     - 20150806 MARK NOT FOUND   NGS
 PN0073
 PN0073                          STATION DESCRIPTION
 PN0073
 PN0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0073'AT GREEN BAY.
 PN0073'AT GREEN BAY, ABOUT 0.6 MILE NORTHWEST ALONG THE CHICAGO AND
 PN0073'NORTH WESTERN RAILWAY FROM THE STATION AT GREEN BAY, AT THE
 PN0073'CROSSING OF BROADWAY, ABOUT 56 YARDS SOUTHEAST OF AND ACROSS
 PN0073'BROADWAY AND TRACK FROM TELEPHONE POLE NO. 16, 41 1/2 FEET EAST
 PN0073'OF THE CENTER LINE OF BROADWAY, 29 FEET SOUTH OF THE NEAR RAIL,
 PN0073'7.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BROADWAY TOWER,
 PN0073'2.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SIGNAL CONTROL
 PN0073'BOX, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 PN0073'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 PN0073
 PN0073                          STATION RECOVERY (1974)
 PN0073
 PN0073'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0073'RECOVERED IN GOOD CONDITION.
 PN0073
 PN0073                          STATION RECOVERY (1985)
 PN0073
 PN0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0073'RECOVERED IN GOOD CONDITION.
 PN0073
 PN0073                          STATION RECOVERY (1994)
 PN0073
 PN0073'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0073'MARK NOT FOUND.
 PN0073
 PN0073                          STATION RECOVERY (2003)
 PN0073
 PN0073'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0073'MARK NOT FOUND.
 PN0073
 PN0073                          STATION RECOVERY (2005)
 PN0073
 PN0073'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0073'NOT FOUND.  ADD--DIMENSIONS LEAD TO THE CENTER OF A GRAVEL DRIVEWAY
 PN0073'WITH NO EVIDENCE OF STATION PRESENT.
 PN0073
 PN0073                          STATION RECOVERY (2015)
 PN0073
 PN0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (DW)
 PN0073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0259 ***********************************************************************
 PO0259  DESIGNATION -  B 60
 PO0259  PID         -  PO0259
 PO0259  STATE/COUNTY-  WI/TREMPEALEAU
 PO0259  COUNTRY     -  US
 PO0259  USGS QUAD   -  WHITEHALL (2018)
 PO0259
 PO0259                         *CURRENT SURVEY CONTROL
 PO0259  ______________________________________________________________________
 PO0259* NAD 83(1986) POSITION- 44 22 24.     (N) 091 20 33.     (W)   SCALED
 PO0259* NAVD 88 ORTHO HEIGHT -   247.305 (meters)      811.37  (feet) ADJUSTED
 PO0259  ______________________________________________________________________
 PO0259  GEOID HEIGHT    -        -31.271 (meters)                     GEOID18
 PO0259  DYNAMIC HEIGHT  -        247.274 (meters)      811.26  (feet) COMP
 PO0259  MODELED GRAVITY -    980,486.7   (mgal)                       NAVD 88
 PO0259
 PO0259  VERT ORDER      -  SECOND    CLASS 0
 PO0259
 PO0259.The horizontal coordinates were scaled from a map and have
 PO0259.an estimated accuracy of +/- 6 seconds.
 PO0259
 PO0259.The orthometric height was determined by differential leveling and
 PO0259.adjusted by the NATIONAL GEODETIC SURVEY
 PO0259.in June 1991.
 PO0259
 PO0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0259.GEOID18 height accuracy estimate available here.
 PO0259
 PO0259.Click photographs - Photos may exist for this station.
 PO0259
 PO0259.The dynamic height is computed by dividing the NAVD 88
 PO0259.geopotential number by the normal gravity value computed on the
 PO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0259.degrees latitude (g = 980.6199 gals.).
 PO0259
 PO0259.The modeled gravity was interpolated from observed gravity values.
 PO0259
 PO0259;                    North         East    Units  Estimated Accuracy
 PO0259;SPC WI C     -    60,890.      493,010.      MT  (+/- 180 meters Scaled)
 PO0259
 PO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK320146(NAD 83)
 PO0259
 PO0259                          SUPERSEDED SURVEY CONTROL
 PO0259
 PO0259  NGVD 29 (??/??/92)  247.318  (m)          811.41   (f) ADJ UNCH    2 0
 PO0259
 PO0259.Superseded values are not recommended for survey control.
 PO0259
 PO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0259.See file dsdata.pdf to determine how the superseded data were derived.
 PO0259
 PO0259_MARKER: DB = BENCH MARK DISK
 PO0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0259_STAMPING: A 60 1934
 PO0259_MARK LOGO: CGS
 PO0259_PROJECTION: FLUSH
 PO0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0259+STABILITY: SURFACE MOTION
 PO0259
 PO0259  HISTORY     - Date     Condition        Report By
 PO0259  HISTORY     - 1934     MONUMENTED       CGS
 PO0259
 PO0259                          STATION DESCRIPTION
 PO0259
 PO0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0259'1.3 MI SW FROM WHITEHALL.
 PO0259'1.3 MILES SOUTHWEST OF BY RAILROAD ALONG THE GREEN BAY AND
 PO0259'WESTERN RR 20 FEET NORTH OF CENTER OF TRACK IN FRONT OF MP
 PO0259'GB 179 FLUSH WITH THE GROUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1262 ***********************************************************************
 RL1262  DESIGNATION -  B 61
 RL1262  PID         -  RL1262
 RL1262  STATE/COUNTY-  WI/VILAS
 RL1262  COUNTRY     -  US
 RL1262  USGS QUAD   -  CHANEY LAKE (2017)
 RL1262
 RL1262                         *CURRENT SURVEY CONTROL
 RL1262  ______________________________________________________________________
 RL1262* NAD 83(1986) POSITION- 46 15 35.41   (N) 089 53 24.54   (W)   HD_HELD1
 RL1262* NAVD 88 ORTHO HEIGHT -   503.551 (meters)     1652.07  (feet) ADJUSTED
 RL1262  ______________________________________________________________________
 RL1262  GEOID HEIGHT    -        -30.839 (meters)                     GEOID18
 RL1262  DYNAMIC HEIGHT  -        503.548 (meters)     1652.06  (feet) COMP
 RL1262  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 RL1262
 RL1262  VERT ORDER      -  SECOND    CLASS 0
 RL1262
 RL1262.The horizontal coordinates were determined by differentially corrected
 RL1262.hand held GPS observations or other comparable positioning techniques
 RL1262.and have an estimated accuracy of +/- 3 meters.
 RL1262
 RL1262.The orthometric height was determined by differential leveling and
 RL1262.adjusted by the NATIONAL GEODETIC SURVEY
 RL1262.in June 1991.
 RL1262
 RL1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1262.GEOID18 height accuracy estimate available here.
 RL1262
 RL1262.Click photographs - Photos may exist for this station.
 RL1262
 RL1262.The dynamic height is computed by dividing the NAVD 88
 RL1262.geopotential number by the normal gravity value computed on the
 RL1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1262.degrees latitude (g = 980.6199 gals.).
 RL1262
 RL1262.The modeled gravity was interpolated from observed gravity values.
 RL1262
 RL1262;                    North         East    Units  Estimated Accuracy
 RL1262;SPC WI N     -   121,505.9     608,469.0     MT  (+/- 3 meters HH1 GPS) 
 RL1262
 RL1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7726226978(NAD 83)
 RL1262
 RL1262                          SUPERSEDED SURVEY CONTROL
 RL1262
 RL1262  NGVD 29 (??/??/92)  503.542  (m)         1652.04   (f) ADJ UNCH    2 0
 RL1262
 RL1262.Superseded values are not recommended for survey control.
 RL1262
 RL1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1262.See file dsdata.pdf to determine how the superseded data were derived.
 RL1262
 RL1262_MARKER: DB = BENCH MARK DISK
 RL1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1262_STAMPING: B 61 1948
 RL1262_MARK LOGO: CGS
 RL1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1262+STABILITY: SURFACE MOTION
 RL1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1262+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 RL1262
 RL1262  HISTORY     - Date     Condition        Report By
 RL1262  HISTORY     - 1948     MONUMENTED       CGS
 RL1262  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1262  HISTORY     - 20050919 GOOD             WIDT
 RL1262
 RL1262                          STATION DESCRIPTION
 RL1262
 RL1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1262'3.6 MI N FROM WINCHESTER.
 RL1262'ABOUT 3.65 MILES NORTH AND NORTHEAST ALONG A COUNTY ROAD FROM
 RL1262'THE GRADE SCHOOL AT WINCHESTER, ABOUT 0.95 MILE SOUTHWEST OF A
 RL1262'4-FOOT WOODEN BRIDGE, ABOUT 0.8 MILE SOUTHWEST OF A ROAD NORTHEAST,
 RL1262'250 FEET SOUTH OF A CURVE WITH TANGENTS NORTHEAST AND SOUTH,
 RL1262'NEAR THE NORTH END OF A SMALL CUT, 26 FEET WEST OF THE CENTER
 RL1262'LINE OF THE ROAD, 65 FEET WEST AND ACROSS THE ROAD FROM A
 RL1262'TRIANGULAR BLAZED 8-INCH SPRUCE TREE, 3 FEET ABOVE THE ROAD
 RL1262'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1262
 RL1262                          STATION RECOVERY (1996)
 RL1262
 RL1262'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1262'MARK NOT FOUND.
 RL1262
 RL1262                          STATION RECOVERY (2005)
 RL1262
 RL1262'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1262'MARK RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 21 CM EAST OF A
 RL1262'WHITE WITNESS POST ON A STEEL FENCE POST, 12 CM WEST OF A 1 INCH IRON
 RL1262'PIPE, AND IS 11 CM ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL0945 ***********************************************************************
 RL0945  DESIGNATION -  B 62
 RL0945  PID         -  RL0945
 RL0945  STATE/COUNTY-  WI/VILAS
 RL0945  COUNTRY     -  US
 RL0945  USGS QUAD   -  LAND O' LAKES (2018)
 RL0945
 RL0945                         *CURRENT SURVEY CONTROL
 RL0945  ______________________________________________________________________
 RL0945* NAD 83(1986) POSITION- 46 09 29.     (N) 089 12 36.     (W)   SCALED
 RL0945* NAVD 88 ORTHO HEIGHT -   520.019 (meters)     1706.10  (feet) ADJUSTED
 RL0945  ______________________________________________________________________
 RL0945  GEOID HEIGHT    -        -31.383 (meters)                     GEOID18
 RL0945  DYNAMIC HEIGHT  -        520.015 (meters)     1706.08  (feet) COMP
 RL0945  MODELED GRAVITY -    980,590.7   (mgal)                       NAVD 88
 RL0945
 RL0945  VERT ORDER      -  SECOND    CLASS 0
 RL0945
 RL0945.This mark is at Kings Land O Lakes Airport (LNL)
 RL0945
 RL0945.The horizontal coordinates were scaled from a map and have
 RL0945.an estimated accuracy of +/- 6 seconds.
 RL0945
 RL0945.The orthometric height was determined by differential leveling and
 RL0945.adjusted by the NATIONAL GEODETIC SURVEY
 RL0945.in June 1991.
 RL0945
 RL0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0945.GEOID18 height accuracy estimate available here.
 RL0945
 RL0945.Click photographs - Photos may exist for this station.
 RL0945
 RL0945.The dynamic height is computed by dividing the NAVD 88
 RL0945.geopotential number by the normal gravity value computed on the
 RL0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0945.degrees latitude (g = 980.6199 gals.).
 RL0945
 RL0945.The modeled gravity was interpolated from observed gravity values.
 RL0945
 RL0945;                    North         East    Units  Estimated Accuracy
 RL0945;SPC WI N     -   110,490.      661,020.      MT  (+/- 180 meters Scaled)
 RL0945
 RL0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS293139(NAD 83)
 RL0945
 RL0945                          SUPERSEDED SURVEY CONTROL
 RL0945
 RL0945  NGVD 29 (??/??/92)  520.034  (m)         1706.14   (f) ADJ UNCH    2 0
 RL0945
 RL0945.Superseded values are not recommended for survey control.
 RL0945
 RL0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0945.See file dsdata.pdf to determine how the superseded data were derived.
 RL0945
 RL0945_MARKER: DB = BENCH MARK DISK
 RL0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0945_STAMPING: B 62 1948
 RL0945_MARK LOGO: CGS
 RL0945_PROJECTION: FLUSH
 RL0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0945+STABILITY: SURFACE MOTION
 RL0945
 RL0945  HISTORY     - Date     Condition        Report By
 RL0945  HISTORY     - 1948     MONUMENTED       CGS
 RL0945  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0945  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 RL0945  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0945  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0945
 RL0945                          STATION DESCRIPTION
 RL0945
 RL0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0945'AT LAND O LAKES.
 RL0945'AT LAND O LAKES, AT THE KINGS GATEWAY AIRPORT, AT THE NORTH
 RL0945'SIDE OF THE FLIGHT OFFICE BUILDING, 13.5 FEET WEST OF THE
 RL0945'NORTHEAST PORCH CORNER OF BUILDING, 6 FEET EAST OF THE NORTHWEST
 RL0945'CORNER OF THE MAIN PART OF BUILDING, 1.8 FEET NORTH OF THE
 RL0945'NORTH WALL OF BUILDING, 100 FEET SOUTHWEST OF THE SOUTHWEST
 RL0945'CORNER OF A CONCRETE BLOCK HANGAR, AND SET IN THE TOP OF A
 RL0945'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 RL0945
 RL0945                          STATION RECOVERY (1978)
 RL0945
 RL0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0945'MARK NOT FOUND.
 RL0945
 RL0945                          STATION RECOVERY (1996)
 RL0945
 RL0945'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0945'MARK NOT FOUND.
 RL0945
 RL0945                          STATION RECOVERY (2002)
 RL0945
 RL0945'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0945'MARK NOT FOUND.
 RL0945
 RL0945                          STATION RECOVERY (2005)
 RL0945
 RL0945'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0945'MARK NOT FOUND.  ADD-THE OLD AIRPORT OFFICE AND CONCRETE BLOCK HANGER
 RL0945'HAVE LONG BEEN TORN DOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1075 ***********************************************************************
 RL1075  DESIGNATION -  B 63
 RL1075  PID         -  RL1075
 RL1075  STATE/COUNTY-  WI/VILAS
 RL1075  COUNTRY     -  US
 RL1075  USGS QUAD   -  PIONEER LAKE (2018)
 RL1075
 RL1075                         *CURRENT SURVEY CONTROL
 RL1075  ______________________________________________________________________
 RL1075* NAD 83(1986) POSITION- 46 02 01.0    (N) 089 09 02.0    (W)   HD_HELD2
 RL1075* NAVD 88 ORTHO HEIGHT -   516.931 (meters)     1695.96  (feet) ADJUSTED
 RL1075  ______________________________________________________________________
 RL1075  GEOID HEIGHT    -        -31.609 (meters)                     GEOID18
 RL1075  DYNAMIC HEIGHT  -        516.920 (meters)     1695.93  (feet) COMP
 RL1075  MODELED GRAVITY -    980,577.9   (mgal)                       NAVD 88
 RL1075
 RL1075  VERT ORDER      -  SECOND    CLASS I
 RL1075
 RL1075.The horizontal coordinates were established by autonomous hand held GPS
 RL1075.observations and have an estimated accuracy of +/- 10 meters.
 RL1075
 RL1075.The orthometric height was determined by differential leveling and
 RL1075.adjusted by the NATIONAL GEODETIC SURVEY
 RL1075.in June 1991.
 RL1075
 RL1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1075.GEOID18 height accuracy estimate available here.
 RL1075
 RL1075.Click photographs - Photos may exist for this station.
 RL1075
 RL1075.The dynamic height is computed by dividing the NAVD 88
 RL1075.geopotential number by the normal gravity value computed on the
 RL1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1075.degrees latitude (g = 980.6199 gals.).
 RL1075
 RL1075.The modeled gravity was interpolated from observed gravity values.
 RL1075
 RL1075;                    North         East    Units  Estimated Accuracy
 RL1075;SPC WI N     -    96,707.      665,756.      MT  (+/- 10 meters HH2 GPS)
 RL1075
 RL1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3357900030(NAD 83)
 RL1075
 RL1075                          SUPERSEDED SURVEY CONTROL
 RL1075
 RL1075  NAVD 88 (03/19/14)  516.968  (m)         1696.09   (f) SUPERSEDED  2 1
 RL1075  NGVD 29 (??/??/92)  516.932  (m)         1695.97   (f) ADJ UNCH    2 0
 RL1075
 RL1075.Superseded values are not recommended for survey control.
 RL1075
 RL1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1075.See file dsdata.pdf to determine how the superseded data were derived.
 RL1075
 RL1075_MARKER: DB = BENCH MARK DISK
 RL1075_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL1075_STAMPING: B 63 1948
 RL1075_MARK LOGO: CGS
 RL1075_PROJECTION: PROJECTING 13 CENTIMETERS
 RL1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1075+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2013
 RL1075
 RL1075  HISTORY     - Date     Condition        Report By
 RL1075  HISTORY     - 1948     MONUMENTED       CGS
 RL1075  HISTORY     - 19970628 GOOD             USPSQD
 RL1075  HISTORY     - 20040424 MARK NOT FOUND   JCLS
 RL1075  HISTORY     - 20051005 GOOD             WIDT
 RL1075  HISTORY     - 20130916 GOOD             WIDT
 RL1075
 RL1075                          STATION DESCRIPTION
 RL1075
 RL1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1075'4.1 MI SW FROM PHELPS.
 RL1075'ABOUT 4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE PHELPS
 RL1075'STATE BANK BUILDING AT PHELPS, ABOUT 0.25 MILE WEST OF TWIN
 RL1075'LAKES BIBLE CHURCH, AT THE EAST END OF A CURVE IN THE HIGHWAY
 RL1075'WITH TANGENTS SOUTHWEST AND EAST AND THE JUNCTION OF A GRAVEL
 RL1075'ROAD WEST, 97 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RL1075'20 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE TO NORTHERN
 RL1075'SPORTSMAN LODGE, 4.5 FEET SOUTH OF THE FENCE LINE, 68 FEET
 RL1075'NORTH OF THE EAST END OF A 30-INCH PIPE CULVERT UNDER DRIVE,
 RL1075'7 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 2 FEET EAST OF A
 RL1075'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN
 RL1075'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL1075
 RL1075                          STATION RECOVERY (1997)
 RL1075
 RL1075'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1075'RECOVERED IN GOOD CONDITION.
 RL1075
 RL1075                          STATION RECOVERY (2004)
 RL1075
 RL1075'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 RL1075'MARK NOT FOUND.
 RL1075
 RL1075                          STATION RECOVERY (2005)
 RL1075
 RL1075'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1075'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 1.8 M EAST OF A GTE
 RL1075'BURIED CABLE WITNESS POST NUMBERED  1681--, 1.8 M EAST-NORTHEAST OF
 RL1075'TELEPHONE PEDESTAL NUMBERED  1681--. 0.3 M SOUTHWEST OF AN ORANGE
 RL1075'FIBERGLASS WITNESS POST.  NOTE  THE NORTHERN SPORTSMAN LODGE FROM THE
 RL1075'PREVIOUS DESCRIPTION, IS NOW NAMED THE NORTH TWIN LODGE.
 RL1075
 RL1075                          STATION RECOVERY (2013)
 RL1075
 RL1075'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RL1075'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS LOCATED
 RL1075'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 RL1075'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL0445 ***********************************************************************
 RL0445  DESIGNATION -  B 64
 RL0445  PID         -  RL0445
 RL0445  STATE/COUNTY-  WI/FOREST
 RL0445  COUNTRY     -  US
 RL0445  USGS QUAD   -  SMOKY LAKE (2017)
 RL0445
 RL0445                         *CURRENT SURVEY CONTROL
 RL0445  ______________________________________________________________________
 RL0445* NAD 83(1986) POSITION- 46 01 32.     (N) 088 55 24.     (W)   SCALED
 RL0445* NAVD 88 ORTHO HEIGHT -   511.040 (meters)     1676.64  (feet) ADJUSTED
 RL0445  ______________________________________________________________________
 RL0445  GEOID HEIGHT    -        -31.830 (meters)                     GEOID18
 RL0445  DYNAMIC HEIGHT  -        511.036 (meters)     1676.62  (feet) COMP
 RL0445  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 RL0445
 RL0445  VERT ORDER      -  SECOND    CLASS 0
 RL0445
 RL0445.The horizontal coordinates were scaled from a map and have
 RL0445.an estimated accuracy of +/- 6 seconds.
 RL0445
 RL0445.The orthometric height was determined by differential leveling and
 RL0445.adjusted by the NATIONAL GEODETIC SURVEY
 RL0445.in June 1991.
 RL0445
 RL0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0445.GEOID18 height accuracy estimate available here.
 RL0445
 RL0445.Click photographs - Photos may exist for this station.
 RL0445
 RL0445.The dynamic height is computed by dividing the NAVD 88
 RL0445.geopotential number by the normal gravity value computed on the
 RL0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0445.degrees latitude (g = 980.6199 gals.).
 RL0445
 RL0445.The modeled gravity was interpolated from observed gravity values.
 RL0445
 RL0445;                    North         East    Units  Estimated Accuracy
 RL0445;SPC WI N     -    96,030.      683,360.      MT  (+/- 180 meters Scaled)
 RL0445
 RL0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR511986(NAD 83)
 RL0445
 RL0445                          SUPERSEDED SURVEY CONTROL
 RL0445
 RL0445  NGVD 29 (??/??/92)  511.042  (m)         1676.64   (f) ADJ UNCH    2 0
 RL0445
 RL0445.Superseded values are not recommended for survey control.
 RL0445
 RL0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0445.See file dsdata.pdf to determine how the superseded data were derived.
 RL0445
 RL0445_MARKER: DB = BENCH MARK DISK
 RL0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0445_STAMPING: B 64 1948
 RL0445_MARK LOGO: CGS
 RL0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0445+STABILITY: SURFACE MOTION
 RL0445
 RL0445  HISTORY     - Date     Condition        Report By
 RL0445  HISTORY     - 1948     MONUMENTED       CGS
 RL0445  HISTORY     - 20051114 MARK NOT FOUND   WIDT
 RL0445
 RL0445                          STATION DESCRIPTION
 RL0445
 RL0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0445'5.9 MI W FROM NELMA.
 RL0445'5.9 MILES WEST ALONG COUNTY ROAD D FROM THE JUNCTION OF STATE
 RL0445'HIGHWAY 55 AT NELMA, ABOUT 0.2 MILE EAST OF THE EAST END OF
 RL0445'ROBINSON LAKE, AT THE EAST END OF A TURN IN THE ROAD WITH
 RL0445'TANGENTS EAST AND NORTHWEST, 30 FEET NORTH OF THE CENTER LINE
 RL0445'OF THE ROAD, 39 FEET EAST OF POWER POLE NO. 39121, (POWER LINE
 RL0445'TURNS FROM EAST TO NORTHWEST AT THIS POLE), 6.5 FEET NORTH OF
 RL0445'BEING IN LINE WITH THE ROW OF POLES ON EAST TANGENT OF POWER
 RL0445'LINE, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0445'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0445'PROJECTING 4 INCHES.  MARK IS ABOUT 3.65 MILES WEST OF ELVOY
 RL0445'SCHOOL.
 RL0445
 RL0445                          STATION RECOVERY (2005)
 RL0445
 RL0445'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0445'MARK NOT FOUND. NOTE THE PUBLISHED DISTANCES FROM THE ROAD AND THE
 RL0445'LINE OF POLES INTERSECT AT A POINT BUT NO EVIDENCE OF THE STATION WAS
 RL0445'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0292 ***********************************************************************
 QL0292  DESIGNATION -  B 7
 QL0292  PID         -  QL0292
 QL0292  STATE/COUNTY-  WI/MARINETTE
 QL0292  COUNTRY     -  US
 QL0292  USGS QUAD   -  MARINETTE WEST (2018)
 QL0292
 QL0292                         *CURRENT SURVEY CONTROL
 QL0292  ______________________________________________________________________
 QL0292* NAD 83(1986) POSITION- 45 06 01.1    (N) 087 38 10.6    (W)   HD_HELD2
 QL0292* NAVD 88 ORTHO HEIGHT -   182.093 (meters)      597.42  (feet) ADJUSTED
 QL0292  ______________________________________________________________________
 QL0292  GEOID HEIGHT    -        -36.944 (meters)                     GEOID18
 QL0292  DYNAMIC HEIGHT  -        182.075 (meters)      597.36  (feet) COMP
 QL0292  MODELED GRAVITY -    980,515.5   (mgal)                       NAVD 88
 QL0292
 QL0292  VERT ORDER      -  SECOND    CLASS I
 QL0292
 QL0292.The horizontal coordinates were established by autonomous hand held GPS
 QL0292.observations and have an estimated accuracy of +/- 10 meters.
 QL0292
 QL0292.The orthometric height was determined by differential leveling and
 QL0292.adjusted by the NATIONAL GEODETIC SURVEY
 QL0292.in February 2017.
 QL0292
 QL0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0292.GEOID18 height accuracy estimate available here.
 QL0292
 QL0292.Click photographs - Photos may exist for this station.
 QL0292
 QL0292.The dynamic height is computed by dividing the NAVD 88
 QL0292.geopotential number by the normal gravity value computed on the
 QL0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0292.degrees latitude (g = 980.6199 gals.).
 QL0292
 QL0292.The modeled gravity was interpolated from observed gravity values.
 QL0292
 QL0292;                    North         East    Units  Estimated Accuracy
 QL0292;SPC WI C     -   143,493.      786,011.      MT  (+/- 10 meters HH2 GPS)
 QL0292
 QL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4993994290(NAD 83)
 QL0292
 QL0292                          SUPERSEDED SURVEY CONTROL
 QL0292
 QL0292  NAVD 88 (06/15/91)  182.111  (m)          597.48   (f) SUPERSEDED  1 0
 QL0292  NGVD 29 (??/??/92)  182.177  (m)          597.69   (f) ADJ UNCH    1 0
 QL0292
 QL0292.Superseded values are not recommended for survey control.
 QL0292
 QL0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0292.See file dsdata.pdf to determine how the superseded data were derived.
 QL0292
 QL0292_MARKER: DB = BENCH MARK DISK
 QL0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0292_STAMPING: 597.692 B 7 1930
 QL0292_MARK LOGO: CGS
 QL0292_PROJECTION: FLUSH
 QL0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0292+STABILITY: SURFACE MOTION
 QL0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0292+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2015
 QL0292
 QL0292  HISTORY     - Date     Condition        Report By
 QL0292  HISTORY     - 1930     MONUMENTED       CGS
 QL0292  HISTORY     - 1972     GOOD             NGS
 QL0292  HISTORY     - 20021108 GOOD             USPSQD
 QL0292  HISTORY     - 20040315 GOOD             USPSQD
 QL0292  HISTORY     - 20060411 GOOD             USPSQD
 QL0292  HISTORY     - 20150812 GOOD             WIDT
 QL0292
 QL0292                          STATION DESCRIPTION
 QL0292
 QL0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0292'AT MARINETTE.
 QL0292'AT MARINETTE, 0.15 MILE WEST ALONG HALL AVENUE (U.S. HIGHWAY
 QL0292'41) FROM THE COURTHOUSE, ALONG THE CHICAGO AND NORTH WESTERN
 QL0292'RAILWAY, ABOUT 80 YARDS NORTH OF THE CENTER LINE OF THE AVENUE,
 QL0292'AT THE CROSSING OF ELLA COURT AND THE TRACK, NEAR THE EAST EDGE
 QL0292'OF A BLACK TOP DRIVEWAY, 38.5 FEET EAST OF THE EAST RAIL, 25 FEET
 QL0292'SOUTH OF THE SOUTH CURB OF ELLA COURT, 18 FEET SOUTHWEST OF POWER
 QL0292'POLE 15 GG 54, 9.7 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK,
 QL0292'ABOUT LEVEL WITH ELLA COURT AND SET IN THE TOP OF A CONCRETE
 QL0292'POST 2 INCHES BELOW THE DRIVEWAY.  SEC 6, T 30 N, R 24 E.
 QL0292
 QL0292                          STATION RECOVERY (2002)
 QL0292
 QL0292'RECOVERY NOTE BY US POWER SQUADRON 2002 (REP)
 QL0292'DISK LIES EXPOSED IN A BLACKTOP PARKING LOT ABOUT TWO INCHES BELOW
 QL0292'SURFACE OF SURROUNDING BLACKTOP.  IT IS 18 FEET DIRECTLY SOUTH AT 180
 QL0292'DEGREES OF POWER POLE 15GG54
 QL0292
 QL0292                          STATION RECOVERY (2004)
 QL0292
 QL0292'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0292'RECOVERED IN GOOD CONDITION.
 QL0292
 QL0292                          STATION RECOVERY (2006)
 QL0292
 QL0292'RECOVERY NOTE BY US POWER SQUADRON 2006
 QL0292'RECOVERED IN GOOD CONDITION.
 QL0292
 QL0292                          STATION RECOVERY (2015)
 QL0292
 QL0292'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 QL0292'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0266 ***********************************************************************
 NH0266  DESIGNATION -  B 78
 NH0266  PID         -  NH0266
 NH0266  STATE/COUNTY-  WI/ROCK
 NH0266  COUNTRY     -  US
 NH0266  USGS QUAD   -  CLINTON (2018)
 NH0266
 NH0266                         *CURRENT SURVEY CONTROL
 NH0266  ______________________________________________________________________
 NH0266* NAD 83(1986) POSITION- 42 33 09.     (N) 088 51 44.     (W)   SCALED
 NH0266* NAVD 88 ORTHO HEIGHT -   289.116 (meters)      948.54  (feet) ADJUSTED
 NH0266  ______________________________________________________________________
 NH0266  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 NH0266  DYNAMIC HEIGHT  -        289.028 (meters)      948.25  (feet) COMP
 NH0266  MODELED GRAVITY -    980,307.7   (mgal)                       NAVD 88
 NH0266
 NH0266  VERT ORDER      -  SECOND    CLASS 0
 NH0266
 NH0266.The horizontal coordinates were scaled from a map and have
 NH0266.an estimated accuracy of +/- 6 seconds.
 NH0266
 NH0266.The orthometric height was determined by differential leveling and
 NH0266.adjusted by the NATIONAL GEODETIC SURVEY
 NH0266.in June 1991.
 NH0266
 NH0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0266.GEOID18 height accuracy estimate available here.
 NH0266
 NH0266.Click photographs - Photos may exist for this station.
 NH0266
 NH0266.The dynamic height is computed by dividing the NAVD 88
 NH0266.geopotential number by the normal gravity value computed on the
 NH0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0266.degrees latitude (g = 980.6199 gals.).
 NH0266
 NH0266.The modeled gravity was interpolated from observed gravity values.
 NH0266
 NH0266;                    North         East    Units  Estimated Accuracy
 NH0266;SPC WI S     -    62,020.      693,450.      MT  (+/- 180 meters Scaled)
 NH0266
 NH0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN471128(NAD 83)
 NH0266
 NH0266                          SUPERSEDED SURVEY CONTROL
 NH0266
 NH0266  NGVD 29 (??/??/92)  289.169  (m)          948.72   (f) ADJ UNCH    2 0
 NH0266
 NH0266.Superseded values are not recommended for survey control.
 NH0266
 NH0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0266.See file dsdata.pdf to determine how the superseded data were derived.
 NH0266
 NH0266_MARKER: DB = BENCH MARK DISK
 NH0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0266_SP_SET: BUILDING
 NH0266_STAMPING: B 78 1960
 NH0266_MARK LOGO: CGS
 NH0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0266
 NH0266  HISTORY     - Date     Condition        Report By
 NH0266  HISTORY     - 1960     MONUMENTED       CGS
 NH0266  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NH0266  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 NH0266  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0266
 NH0266                          STATION DESCRIPTION
 NH0266
 NH0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0266'AT CLINTON.
 NH0266'AT CLINTON, ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH0266'RAILROAD, 0.1 MILE EAST OF MILEPOLE 59, AT THE CROSSING OF
 NH0266'THE CHICAGO AND NORTH WESTERN RAILWAY, SET VERTICALLY IN THE
 NH0266'PROJECTING NORTH FACE OF THE NORTHWEST CORNER OF CHICAGO,
 NH0266'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 14 FEET
 NH0266'SOUTHEAST OF THE SOUTHEAST RAIL OF CHICAGO, MILWAUKEE, ST.
 NH0266'PAUL AND PACIFIC RAILROAD, 17 FEET SOUTHWEST OF THE SOUTHWEST
 NH0266'RAIL OF THE CHICAGO AND NORTH WESTERN RAILWAY, 1 FOOT EAST OF
 NH0266'THE NORTHWEST CORNER OF THE STATION, AND 2 FEET ABOVE THE
 NH0266'LEVEL OF BRICK WALK.
 NH0266
 NH0266                          STATION RECOVERY (1982)
 NH0266
 NH0266'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NH0266'MARK NOT FOUND.
 NH0266
 NH0266                          STATION RECOVERY (1995)
 NH0266
 NH0266'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0266'MARK NOT FOUND.
 NH0266
 NH0266                          STATION RECOVERY (2001)
 NH0266
 NH0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0266'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0184 ***********************************************************************
 ON0184  DESIGNATION -  B 79
 ON0184  PID         -  ON0184
 ON0184  STATE/COUNTY-  WI/VERNON
 ON0184  COUNTRY     -  US
 ON0184  USGS QUAD   -  STODDARD (2018)
 ON0184
 ON0184                         *CURRENT SURVEY CONTROL
 ON0184  ______________________________________________________________________
 ON0184* NAD 83(1986) POSITION- 43 39 21.     (N) 091 12 26.     (W)   SCALED
 ON0184* NAVD 88 ORTHO HEIGHT -   196.760 (meters)      645.54  (feet) ADJUSTED
 ON0184  ______________________________________________________________________
 ON0184  GEOID HEIGHT    -        -31.746 (meters)                     GEOID18
 ON0184  DYNAMIC HEIGHT  -        196.717 (meters)      645.40  (feet) COMP
 ON0184  MODELED GRAVITY -    980,396.1   (mgal)                       NAVD 88
 ON0184
 ON0184  VERT ORDER      -  SECOND    CLASS 0
 ON0184
 ON0184.The horizontal coordinates were scaled from a map and have
 ON0184.an estimated accuracy of +/- 6 seconds.
 ON0184
 ON0184.The orthometric height was determined by differential leveling and
 ON0184.adjusted by the NATIONAL GEODETIC SURVEY
 ON0184.in June 1991.
 ON0184
 ON0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0184.GEOID18 height accuracy estimate available here.
 ON0184
 ON0184.Click photographs - Photos may exist for this station.
 ON0184
 ON0184.The dynamic height is computed by dividing the NAVD 88
 ON0184.geopotential number by the normal gravity value computed on the
 ON0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0184.degrees latitude (g = 980.6199 gals.).
 ON0184
 ON0184.The modeled gravity was interpolated from observed gravity values.
 ON0184
 ON0184;                    North         East    Units  Estimated Accuracy
 ON0184;SPC WI S     -   184,650.      502,620.      MT  (+/- 180 meters Scaled)
 ON0184
 ON0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ445352(NAD 83)
 ON0184
 ON0184                          SUPERSEDED SURVEY CONTROL
 ON0184
 ON0184  NGVD 29 (??/??/92)  196.772  (m)          645.58   (f) ADJ UNCH    2 0
 ON0184
 ON0184.Superseded values are not recommended for survey control.
 ON0184
 ON0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0184.See file dsdata.pdf to determine how the superseded data were derived.
 ON0184
 ON0184_MARKER: DB = BENCH MARK DISK
 ON0184_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0184_SP_SET: BRIDGE
 ON0184_STAMPING: B 79 1934
 ON0184_MARK LOGO: CGS
 ON0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0184
 ON0184  HISTORY     - Date     Condition        Report By
 ON0184  HISTORY     - 1934     MONUMENTED       CGS
 ON0184  HISTORY     - 1958     GOOD             CGS
 ON0184
 ON0184                          STATION DESCRIPTION
 ON0184
 ON0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ON0184'0.8 MI E FROM STODDARD.
 ON0184'0.8 MILE EAST ALONG TRUNK HIGHWAY P FROM THE CHICAGO, BURLINGTON
 ON0184'AND QUINCY RAILROAD STATION AT STODDARD, VERNON COUNTY, AT AN
 ON0184'80-FOOT STEEL BRIDGE, IN THE TOP OF THE EAST END OF THE NORTH
 ON0184'CONCRETE ABUTMENT, 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 ON0184'AND 2 FEET LOWER THAN THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0483 ***********************************************************************
 PN0483  DESIGNATION -  B 8
 PN0483  PID         -  PN0483
 PN0483  STATE/COUNTY-  WI/WOOD
 PN0483  COUNTRY     -  US
 PN0483  USGS QUAD   -  VESPER (2018)
 PN0483
 PN0483                         *CURRENT SURVEY CONTROL
 PN0483  ______________________________________________________________________
 PN0483* NAD 83(1986) POSITION- 44 28 51.     (N) 089 57 33.     (W)   SCALED
 PN0483* NAVD 88 ORTHO HEIGHT -   338.181 (meters)     1109.52  (feet) ADJUSTED
 PN0483  ______________________________________________________________________
 PN0483  GEOID HEIGHT    -        -34.892 (meters)                     GEOID18
 PN0483  DYNAMIC HEIGHT  -        338.123 (meters)     1109.33  (feet) COMP
 PN0483  MODELED GRAVITY -    980,437.7   (mgal)                       NAVD 88
 PN0483
 PN0483  VERT ORDER      -  FIRST     CLASS II
 PN0483
 PN0483.The horizontal coordinates were scaled from a map and have
 PN0483.an estimated accuracy of +/- 6 seconds.
 PN0483
 PN0483.The orthometric height was determined by differential leveling and
 PN0483.adjusted by the NATIONAL GEODETIC SURVEY
 PN0483.in June 1991.
 PN0483
 PN0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0483.GEOID18 height accuracy estimate available here.
 PN0483
 PN0483.Click photographs - Photos may exist for this station.
 PN0483
 PN0483.The dynamic height is computed by dividing the NAVD 88
 PN0483.geopotential number by the normal gravity value computed on the
 PN0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0483.degrees latitude (g = 980.6199 gals.).
 PN0483
 PN0483.The modeled gravity was interpolated from observed gravity values.
 PN0483
 PN0483;                    North         East    Units  Estimated Accuracy
 PN0483;SPC WI C     -    71,950.      603,250.      MT  (+/- 180 meters Scaled)
 PN0483
 PN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ646295(NAD 83)
 PN0483
 PN0483                          SUPERSEDED SURVEY CONTROL
 PN0483
 PN0483  NGVD 29 (??/??/92)  338.198  (m)         1109.57   (f) ADJ UNCH    1 2
 PN0483
 PN0483.Superseded values are not recommended for survey control.
 PN0483
 PN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0483.See file dsdata.pdf to determine how the superseded data were derived.
 PN0483
 PN0483_MARKER: DB = BENCH MARK DISK
 PN0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0483_STAMPING: 1109.571 B 8 1930
 PN0483_MARK LOGO: CGS
 PN0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0483+STABILITY: SURFACE MOTION
 PN0483
 PN0483  HISTORY     - Date     Condition        Report By
 PN0483  HISTORY     - 1930     MONUMENTED       CGS
 PN0483  HISTORY     - 1934     GOOD             CGS
 PN0483  HISTORY     - 20031022 MARK NOT FOUND   WIDT
 PN0483
 PN0483                          STATION DESCRIPTION
 PN0483
 PN0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PN0483'0.3 MI S FROM VESPER.
 PN0483'0.3 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PN0483'THE STATION AT VESPER, WOOD COUNTY, AT A PRIVATE-ROAD CROSSING
 PN0483'JUST NORTH OF THE CROSSING OF COUNTY HIGHWAY P, 115 FEET NORTH OF
 PN0483'THE CENTER LINE OF THE PRIVATE ROAD, AND 51 FEET EAST OF THE EAST
 PN0483'RAIL.  A STANDARD DISK, STAMPED 1109.571 B 8 1930 AND SET IN
 PN0483'THE TOP OF A CONCRETE POST.
 PN0483
 PN0483                          STATION RECOVERY (1934)
 PN0483
 PN0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0483'RECOVERED IN GOOD CONDITION.
 PN0483
 PN0483                          STATION RECOVERY (2003)
 PN0483
 PN0483'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0483'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0009 ***********************************************************************
 ON0009  DESIGNATION -  B 82
 ON0009  PID         -  ON0009
 ON0009  STATE/COUNTY-  WI/VERNON
 ON0009  COUNTRY     -  US
 ON0009  USGS QUAD   -  HILLSBORO (2018)
 ON0009
 ON0009                         *CURRENT SURVEY CONTROL
 ON0009  ______________________________________________________________________
 ON0009* NAD 83(1986) POSITION- 43 38 18.3    (N) 090 21 08.8    (W)   HD_HELD2
 ON0009* NAVD 88 ORTHO HEIGHT -   291.988 (meters)      957.96  (feet) ADJUSTED
 ON0009  ______________________________________________________________________
 ON0009  GEOID HEIGHT    -        -34.324 (meters)                     GEOID18
 ON0009  DYNAMIC HEIGHT  -        291.912 (meters)      957.71  (feet) COMP
 ON0009  MODELED GRAVITY -    980,352.6   (mgal)                       NAVD 88
 ON0009
 ON0009  VERT ORDER      -  SECOND    CLASS 0
 ON0009
 ON0009.The horizontal coordinates were established by autonomous hand held GPS
 ON0009.observations and have an estimated accuracy of +/- 10 meters.
 ON0009
 ON0009.The orthometric height was determined by differential leveling and
 ON0009.adjusted by the NATIONAL GEODETIC SURVEY
 ON0009.in June 1991.
 ON0009
 ON0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0009.GEOID18 height accuracy estimate available here.
 ON0009
 ON0009.Click photographs - Photos may exist for this station.
 ON0009
 ON0009.The dynamic height is computed by dividing the NAVD 88
 ON0009.geopotential number by the normal gravity value computed on the
 ON0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0009.degrees latitude (g = 980.6199 gals.).
 ON0009
 ON0009.The modeled gravity was interpolated from observed gravity values.
 ON0009
 ON0009;                    North         East    Units  Estimated Accuracy
 ON0009;SPC WI S     -   182,074.      571,562.      MT  (+/- 10 meters HH2 GPS)
 ON0009
 ON0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1355335120(NAD 83)
 ON0009
 ON0009                          SUPERSEDED SURVEY CONTROL
 ON0009
 ON0009  NGVD 29 (??/??/92)  292.010  (m)          958.04   (f) ADJ UNCH    2 0
 ON0009
 ON0009.Superseded values are not recommended for survey control.
 ON0009
 ON0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0009.See file dsdata.pdf to determine how the superseded data were derived.
 ON0009
 ON0009_MARKER: DB = BENCH MARK DISK
 ON0009_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0009_SP_SET: BRIDGE
 ON0009_STAMPING: B 82 1934
 ON0009_MARK LOGO: CGS
 ON0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0009
 ON0009  HISTORY     - Date     Condition        Report By
 ON0009  HISTORY     - 1934     MONUMENTED       CGS
 ON0009
 ON0009                          STATION DESCRIPTION
 ON0009
 ON0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0009'1.2 MI S FROM HILLSBORO.
 ON0009'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE PUBLIC
 ON0009'SCHOOL AT HILLSBORO, VERNON COUNTY, AT A 50-FOOT IRON
 ON0009'GIRDER BRIDGE, IN THE TOP OF THE NORTH CONCRETE WING WALL, 15
 ON0009'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 ON0009'WITH THE ROADWAY.  A STANDARD DISK, STAMPED B 82 1934.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0010 ***********************************************************************
 ON0010  DESIGNATION -  B 82 RESET
 ON0010  PID         -  ON0010
 ON0010  STATE/COUNTY-  WI/VERNON
 ON0010  COUNTRY     -  US
 ON0010  USGS QUAD   -  HILLSBORO (2018)
 ON0010
 ON0010                         *CURRENT SURVEY CONTROL
 ON0010  ______________________________________________________________________
 ON0010* NAD 83(1986) POSITION- 43 38 18.4    (N) 090 21 08.7    (W)   HD_HELD2
 ON0010* NAVD 88 ORTHO HEIGHT -   292.63  (+/-2cm)      960.1   (feet) VERTCON3
 ON0010  ______________________________________________________________________
 ON0010  GEOID HEIGHT    -        -34.324 (meters)                     GEOID18
 ON0010  VERT ORDER      -  THIRD (See Below)
 ON0010
 ON0010.The horizontal coordinates were established by autonomous hand held GPS
 ON0010.observations and have an estimated accuracy of +/- 10 meters.
 ON0010
 ON0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0010
 ON0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0010.GEOID18 height accuracy estimate available here.
 ON0010
 ON0010.The vertical order pertains to the NGVD 29 superseded value.
 ON0010
 ON0010.Click photographs - Photos may exist for this station.
 ON0010
 ON0010;                    North         East    Units  Estimated Accuracy
 ON0010;SPC WI S     -   182,077.      571,565.      MT  (+/- 10 meters HH2 GPS)
 ON0010
 ON0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1355635123(NAD 83)
 ON0010
 ON0010                          SUPERSEDED SURVEY CONTROL
 ON0010
 ON0010  NGVD 29 (07/09/15)  292.65   (m)          960.1    (f) RESET       3  
 ON0010
 ON0010.Superseded values are not recommended for survey control.
 ON0010
 ON0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0010.See file dsdata.pdf to determine how the superseded data were derived.
 ON0010
 ON0010_MARKER: DB = BENCH MARK DISK
 ON0010_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0010_SP_SET: BRIDGE
 ON0010_STAMPING: B 82 1934 RESET 1954
 ON0010_MARK LOGO: CGS
 ON0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0010
 ON0010  HISTORY     - Date     Condition        Report By
 ON0010  HISTORY     - 1954     MONUMENTED       CGS
 ON0010  HISTORY     - 1956     GOOD             CGS
 ON0010
 ON0010                          STATION DESCRIPTION
 ON0010
 ON0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ON0010'1.2 MI SW FROM HILLSBORO.
 ON0010'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE PUBLIC
 ON0010'SCHOOL AT HILLSBORO, VERNON COUNTY, AT A 50-FOOT DECK GIRDER
 ON0010'BRIDGE IN THE TOP OF THE NORTH WING WALL, 15 FEET EAST OF THE
 ON0010'CENTER LINE OF THE HIGHWAY, AND LEVEL WITH THE ROAD.  A STANDARD
 ON0010'DISK, STAMPED B 82 1934 RESET 1954.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0051 ***********************************************************************
 ON0051  DESIGNATION -  B 83
 ON0051  PID         -  ON0051
 ON0051  STATE/COUNTY-  WI/JUNEAU
 ON0051  COUNTRY     -  US
 ON0051  USGS QUAD   -  NEW LISBON SOUTH (2018)
 ON0051
 ON0051                         *CURRENT SURVEY CONTROL
 ON0051  ______________________________________________________________________
 ON0051* NAD 83(1986) POSITION- 43 50 38.2    (N) 090 08 16.0    (W)   HD_HELD2
 ON0051* NAVD 88 ORTHO HEIGHT -   279.090 (meters)      915.65  (feet) ADJUSTED
 ON0051  ______________________________________________________________________
 ON0051  GEOID HEIGHT    -        -34.918 (meters)                     GEOID18
 ON0051  DYNAMIC HEIGHT  -        279.027 (meters)      915.44  (feet) COMP
 ON0051  MODELED GRAVITY -    980,387.4   (mgal)                       NAVD 88
 ON0051
 ON0051  VERT ORDER      -  SECOND    CLASS 0
 ON0051
 ON0051.The horizontal coordinates were established by autonomous hand held GPS
 ON0051.observations and have an estimated accuracy of +/- 10 meters.
 ON0051
 ON0051.The orthometric height was determined by differential leveling and
 ON0051.adjusted by the NATIONAL GEODETIC SURVEY
 ON0051.in June 1991.
 ON0051
 ON0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0051.GEOID18 height accuracy estimate available here.
 ON0051
 ON0051.Click photographs - Photos may exist for this station.
 ON0051
 ON0051.The dynamic height is computed by dividing the NAVD 88
 ON0051.geopotential number by the normal gravity value computed on the
 ON0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0051.degrees latitude (g = 980.6199 gals.).
 ON0051
 ON0051.The modeled gravity was interpolated from observed gravity values.
 ON0051
 ON0051;                    North         East    Units  Estimated Accuracy
 ON0051;SPC WI S     -   204,857.      588,921.      MT  (+/- 10 meters HH2 GPS)
 ON0051
 ON0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3008058522(NAD 83)
 ON0051
 ON0051                          SUPERSEDED SURVEY CONTROL
 ON0051
 ON0051  NGVD 29 (??/??/92)  279.115  (m)          915.73   (f) ADJ UNCH    2 0
 ON0051
 ON0051.Superseded values are not recommended for survey control.
 ON0051
 ON0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0051.See file dsdata.pdf to determine how the superseded data were derived.
 ON0051
 ON0051_MARKER: DB = BENCH MARK DISK
 ON0051_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ON0051+WITH SETTING: PAVEMENT
 ON0051_SP_SET: SEMAPHORE BASE
 ON0051_STAMPING: B 83 1934
 ON0051_MARK LOGO: CGS
 ON0051_PROJECTION: FLUSH
 ON0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0051+STABILITY: SURFACE MOTION
 ON0051
 ON0051  HISTORY     - Date     Condition        Report By
 ON0051  HISTORY     - 1934     MONUMENTED       CGS
 ON0051  HISTORY     - 1983     MARK NOT FOUND   USGS
 ON0051  HISTORY     - 19971022 MARK NOT FOUND   WIHD
 ON0051
 ON0051                          STATION DESCRIPTION
 ON0051
 ON0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0051'2.4 MI SE FROM NEW LISBON.
 ON0051'ABOUT 2.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 ON0051'PAUL AND PACIFIC RAILROAD FROM THE STATION AT NEW LISBON, JUNEAU
 ON0051'COUNTY, ABOUT 5 POLES SOUTHEAST OF MILEPOST 219, AT A PUBLIC-ROAD
 ON0051'CROSSING, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN
 ON0051'AN ABANDONED CONCRETE SEMAPHORE FOUNDATION, 12 FEET NORTHEAST OF
 ON0051'THE CENTER LINE OF THE NORTH MAIN TRACK, AND ABOUT LEVEL WITH THE
 ON0051'RAIL.  A STANDARD DISK, STAMPED B 83 1934.
 ON0051
 ON0051                          STATION RECOVERY (1983)
 ON0051
 ON0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 ON0051'MARK NOT FOUND.
 ON0051
 ON0051                          STATION RECOVERY (1997)
 ON0051
 ON0051'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 ON0051'THE STATION WAS SEARCHED FOR AND NOT FOUND.  SINCE 1934--DATE OF LAST
 ON0051'DESCRIPTION--CONSIDERABLE CHANGE HAS OCCURRED AT THIS RAILROAD GRADE
 ON0051'CROSSING.  THE NORTH MAIN TRACK HAS BEEN REMOVED.  THE ROAD GRADE HAS
 ON0051'CHANGED AND THE ROAD ALIGNMENT MAY HAVE CHANGED.  MEASURING FROM THE
 ON0051'APPROXIMATE LOCATION OF THE NORTH MAIN TRACK AND THE OLD ROAD
 ON0051'CENTERLINE, IT APPEARED AT LEAST 1 M (3.3 FT) OF BALLAST HAS BEEN
 ON0051'ADDED AT THE LOCATION OF THE BENCH MARK DURING TRACK REALIGNMENT AND
 ON0051'UPGRADES.  THE ABANDONED CONCRETE SEMAPHORE FOUNDATION WAS NOT SEEN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0324 ***********************************************************************
 OM0324  DESIGNATION -  B 84 RESET
 OM0324  PID         -  OM0324
 OM0324  STATE/COUNTY-  WI/COLUMBIA
 OM0324  COUNTRY     -  US
 OM0324  USGS QUAD   -  PORTAGE (2018)
 OM0324
 OM0324                         *CURRENT SURVEY CONTROL
 OM0324  ______________________________________________________________________
 OM0324* NAD 83(1986) POSITION- 43 32 48.     (N) 089 28 07.     (W)   SCALED
 OM0324* NAVD 88 ORTHO HEIGHT -   247.46  (+/-2cm)      811.9   (feet) VERTCON3
 OM0324  ______________________________________________________________________
 OM0324  GEOID HEIGHT    -        -35.540 (meters)                     GEOID18
 OM0324  VERT ORDER      -  THIRD (See Below)
 OM0324
 OM0324.The horizontal coordinates were scaled from a map and have
 OM0324.an estimated accuracy of +/- 6 seconds.
 OM0324
 OM0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0324
 OM0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0324.GEOID18 height accuracy estimate available here.
 OM0324
 OM0324.The vertical order pertains to the NGVD 29 superseded value.
 OM0324
 OM0324.Click photographs - Photos may exist for this station.
 OM0324
 OM0324;                    North         East    Units  Estimated Accuracy
 OM0324;SPC WI S     -   171,960.      642,940.      MT  (+/- 180 meters Scaled)
 OM0324
 OM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP005244(NAD 83)
 OM0324
 OM0324                          SUPERSEDED SURVEY CONTROL
 OM0324
 OM0324  NGVD 29 (07/09/15)  247.49   (m)          812.0    (f) RESET       3  
 OM0324
 OM0324.Superseded values are not recommended for survey control.
 OM0324
 OM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0324.See file dsdata.pdf to determine how the superseded data were derived.
 OM0324
 OM0324_MARKER: DB = BENCH MARK DISK
 OM0324_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0324_SP_SET: WATER COLUMN FOUNDATION
 OM0324_STAMPING: B 84 RESET 1937
 OM0324_MARK LOGO: CGS
 OM0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0324+STABILITY: SURFACE MOTION
 OM0324
 OM0324  HISTORY     - Date     Condition        Report By
 OM0324  HISTORY     - 1937     MONUMENTED       MPRR
 OM0324  HISTORY     - 1956     GOOD             CGS
 OM0324  HISTORY     - 1977     GOOD             ALSTER
 OM0324
 OM0324                          STATION DESCRIPTION
 OM0324
 OM0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 OM0324'AT PORTAGE.
 OM0324'AT PORTAGE, COLUMBIA COUNTY, 265.9 FEET WEST OF THE WEST END
 OM0324'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION,
 OM0324'IN THE TOP OF THE CONCRETE FOUNDATION OF THE WATER COLUMN, AND
 OM0324'6 FEET NORTH OF THE CENTER LINE OF THE WEST-BOUND MAIN TRACK.
 OM0324'A STANDARD DISK, STAMPED B 84 RESET 1937.  (811.979 FEET.)
 OM0324'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 OM0324'BY ENGINEERS OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OM0324'RAILROAD IN SEPTEMBER 1937.
 OM0324
 OM0324                          STATION RECOVERY (1977)
 OM0324
 OM0324'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977
 OM0324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0062 ***********************************************************************
 OM0062  DESIGNATION -  B 86
 OM0062  PID         -  OM0062
 OM0062  STATE/COUNTY-  WI/WASHINGTON
 OM0062  COUNTRY     -  US
 OM0062  USGS QUAD   -  HARTFORD WEST (2018)
 OM0062
 OM0062                         *CURRENT SURVEY CONTROL
 OM0062  ______________________________________________________________________
 OM0062* NAD 83(1986) POSITION- 43 19 07.4    (N) 088 22 39.0    (W)   HD_HELD2
 OM0062* NAVD 88 ORTHO HEIGHT -   302.408 (meters)      992.15  (feet) ADJUSTED
 OM0062  ______________________________________________________________________
 OM0062  GEOID HEIGHT    -        -34.797 (meters)                     GEOID18
 OM0062  DYNAMIC HEIGHT  -        302.334 (meters)      991.91  (feet) COMP
 OM0062  MODELED GRAVITY -    980,367.3   (mgal)                       NAVD 88
 OM0062
 OM0062  VERT ORDER      -  SECOND    CLASS 0
 OM0062
 OM0062.The horizontal coordinates were established by autonomous hand held GPS
 OM0062.observations and have an estimated accuracy of +/- 10 meters.
 OM0062
 OM0062.The orthometric height was determined by differential leveling and
 OM0062.adjusted by the NATIONAL GEODETIC SURVEY
 OM0062.in June 1991.
 OM0062
 OM0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0062.GEOID18 height accuracy estimate available here.
 OM0062
 OM0062.Click photographs - Photos may exist for this station.
 OM0062
 OM0062.The dynamic height is computed by dividing the NAVD 88
 OM0062.geopotential number by the normal gravity value computed on the
 OM0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0062.degrees latitude (g = 980.6199 gals.).
 OM0062
 OM0062.The modeled gravity was interpolated from observed gravity values.
 OM0062
 OM0062;                    North         East    Units  Estimated Accuracy
 OM0062;SPC WI S     -   147,778.      731,597.      MT  (+/- 10 meters HH2 GPS)
 OM0062
 OM0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8830397130(NAD 83)
 OM0062
 OM0062                          SUPERSEDED SURVEY CONTROL
 OM0062
 OM0062  NGVD 29 (??/??/92)  302.466  (m)          992.34   (f) ADJ UNCH    2 0
 OM0062
 OM0062.Superseded values are not recommended for survey control.
 OM0062
 OM0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0062.See file dsdata.pdf to determine how the superseded data were derived.
 OM0062
 OM0062_MARKER: DB = BENCH MARK DISK
 OM0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0062_SP_SET: WATER TABLE
 OM0062_STAMPING: B 86 1934
 OM0062_MARK LOGO: CGS
 OM0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0062
 OM0062  HISTORY     - Date     Condition        Report By
 OM0062  HISTORY     - 1934     MONUMENTED       CGS
 OM0062  HISTORY     - 1943     GOOD             CGS
 OM0062  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 OM0062
 OM0062                          STATION DESCRIPTION
 OM0062
 OM0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0062'AT HARTFORD.
 OM0062'SET IN THE SOUTHWEST CORNER OF THE WATER TABLE UNDER THE NORTH
 OM0062'STONE COLUMN OF THE FRONT (WEST) ENTRANCE TO THE HARTFORD HIGH
 OM0062'SCHOOL, 2 FEET NORTH OF THE FRONT (WEST) ENTRANCE, 1 FOOT ABOVE
 OM0062'THE SIDEWALK LEVEL.
 OM0062
 OM0062                          STATION RECOVERY (1943)
 OM0062
 OM0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 OM0062'RECOVERED IN GOOD CONDITION.
 OM0062
 OM0062                          STATION RECOVERY (2003)
 OM0062
 OM0062'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0074 ***********************************************************************
 OL0074  DESIGNATION -  B 87 RESET
 OL0074  PID         -  OL0074
 OL0074  STATE/COUNTY-  WI/OZAUKEE
 OL0074  COUNTRY     -  US
 OL0074  USGS QUAD   -  PORT WASHINGTON WEST (2018)
 OL0074
 OL0074                         *CURRENT SURVEY CONTROL
 OL0074  ______________________________________________________________________
 OL0074* NAD 83(1986) POSITION- 43 23 14.50   (N) 087 52 32.90   (W)   HD_HELD1
 OL0074* NAVD 88 ORTHO HEIGHT -   186.343 (meters)      611.36  (feet) ADJUSTED
 OL0074  ______________________________________________________________________
 OL0074  GEOID HEIGHT    -        -35.353 (meters)                     GEOID18
 OL0074  DYNAMIC HEIGHT  -        186.301 (meters)      611.22  (feet) COMP
 OL0074  MODELED GRAVITY -    980,391.0   (mgal)                       NAVD 88
 OL0074
 OL0074  VERT ORDER      -  FIRST     CLASS 0
 OL0074
 OL0074.The horizontal coordinates were determined by differentially corrected
 OL0074.hand held GPS observations or other comparable positioning techniques
 OL0074.and have an estimated accuracy of +/- 3 meters.
 OL0074
 OL0074.The orthometric height was determined by differential leveling and
 OL0074.adjusted by the NATIONAL GEODETIC SURVEY
 OL0074.in June 1991.
 OL0074
 OL0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0074.GEOID18 height accuracy estimate available here.
 OL0074
 OL0074.Click photographs - Photos may exist for this station.
 OL0074
 OL0074.The dynamic height is computed by dividing the NAVD 88
 OL0074.geopotential number by the normal gravity value computed on the
 OL0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0074.degrees latitude (g = 980.6199 gals.).
 OL0074
 OL0074.The modeled gravity was interpolated from observed gravity values.
 OL0074
 OL0074;                    North         East    Units  Estimated Accuracy
 OL0074;SPC WI S     -   156,314.4     772,086.6     MT  (+/- 3 meters HH1 GPS) 
 OL0074
 OL0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2906404204(NAD 83)
 OL0074
 OL0074                          SUPERSEDED SURVEY CONTROL
 OL0074
 OL0074.No superseded survey control is available for this station.
 OL0074
 OL0074_MARKER: DB = BENCH MARK DISK
 OL0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0074_SP_SET: BRIDGE BANNISTER FOUNDATION
 OL0074_STAMPING: B 87 RESET 1951
 OL0074_MARK LOGO: CGS
 OL0074_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0074+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 OL0074
 OL0074  HISTORY     - Date     Condition        Report By
 OL0074  HISTORY     - 1951     MONUMENTED       CGS
 OL0074  HISTORY     - 1972     GOOD             NGS
 OL0074  HISTORY     - 1987     GOOD             USPSQD
 OL0074  HISTORY     - 20010416 GOOD             WIDT
 OL0074  HISTORY     - 20031122 GOOD             USPSQD
 OL0074  HISTORY     - 20060524 GOOD             WIDT
 OL0074
 OL0074                          STATION DESCRIPTION
 OL0074
 OL0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0074'AT PORT WASHINGTON.
 OL0074'AT PORT WASHINGTON, 0.25 MILE WEST ALONG WEST GRAND AVENUE
 OL0074'FROM THE PORT WASHINGTON CITY HALL, ABOUT 0.3 MILE EAST ALONG
 OL0074'WEST GRAND AVENUE FROM THE CROSSING OF THE CHICAGO AND NORTH
 OL0074'WESTERN RAILWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH
 OL0074'CONCRETE FOUNDATION OF BANNISTER OF THE BRIDGE OVER SAUK CREEK,
 OL0074'33 FEET SOUTH OF THE CENTER LINE OF WEST GRAND AVENUE, 24 FEET
 OL0074'EAST OF THE CENTER LINE OF SOUTH WEBSTER STREET AND 1 FOOT
 OL0074'ABOVE THE LEVEL OF THE AVENUE.  SEC 28, T 11N, R 22E
 OL0074
 OL0074                          STATION RECOVERY (1987)
 OL0074
 OL0074'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 OL0074'RECOVERED IN GOOD CONDITION.
 OL0074
 OL0074                          STATION RECOVERY (2001)
 OL0074
 OL0074'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0074'THE STATION IS LOCATED ABOUT 43 KM SOUTH OF SHEBOYGAN IN PORT
 OL0074'WASHINGTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 OL0074'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 NORTH AND
 OL0074'STATE HIGHWAY 33 EAST WITH STATE HIGHWAY 32 SOUTH WITH STATE HIGHWAY
 OL0074'33 WEST AT THE INTERSECTION OF SPRING STREET AND GRAND AVENUE IN THE
 OL0074'CITY OF PORT WASHINGTON, GO EAST ON STATE HIGHWAY 32 NORTH AND STATE
 OL0074'HIGHWAY 33 EAST (GRAND AVENUE) FOR 0.8 KM TO WEBSTER AVENUE AND THE
 OL0074'STATION ON THE RIGHT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 OL0074'SURVEY BENCH MARK DISK SET IN THE BRIDGE BANISTER FOUNDATION AND 0.4
 OL0074'M ABOVE THE ROAD PAVEMENT.  THE STATION IS 9.8 M SOUTH OF THE
 OL0074'CENTERLINE OF GRAND AVENUE, 18.2 M WEST OF A METAL POST FOR A
 OL0074'--PEDESTRIAN CROSSING-- SIGN, 9.8 M NORTH OF A METAL POST FOR A
 OL0074'--STOP--SIGN, AND 7.1 M EAST OF THE CENTERLINE OF WEBSTER STREET.
 OL0074'---NOTE---THIS STATION HAS VISIBLE OBSTRUCTIONS IN ALL QUADRANTS
 OL0074'EXTENDING HIGHER THAN 40 DEGREES ABOVE THE HORIZON.
 OL0074
 OL0074                          STATION RECOVERY (2003)
 OL0074
 OL0074'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0074'RECOVERED IN GOOD CONDITION.
 OL0074
 OL0074                          STATION RECOVERY (2006)
 OL0074
 OL0074'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OL0074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0101 ***********************************************************************
 PM0101  DESIGNATION -  B 89
 PM0101  PID         -  PM0101
 PM0101  STATE/COUNTY-  WI/MANITOWOC
 PM0101  COUNTRY     -  US
 PM0101  USGS QUAD   -  DENMARK (2018)
 PM0101
 PM0101                         *CURRENT SURVEY CONTROL
 PM0101  ______________________________________________________________________
 PM0101* NAD 83(1986) POSITION- 44 16 13.2    (N) 087 47 47.4    (W)   HD_HELD2
 PM0101* NAVD 88 ORTHO HEIGHT -   252.061 (meters)      826.97  (feet) ADJUSTED
 PM0101  ______________________________________________________________________
 PM0101  GEOID HEIGHT    -        -36.080 (meters)                     GEOID18
 PM0101  DYNAMIC HEIGHT  -        252.024 (meters)      826.85  (feet) COMP
 PM0101  MODELED GRAVITY -    980,465.2   (mgal)                       NAVD 88
 PM0101
 PM0101  VERT ORDER      -  SECOND    CLASS I
 PM0101
 PM0101.The horizontal coordinates were established by autonomous hand held GPS
 PM0101.observations and have an estimated accuracy of +/- 10 meters.
 PM0101
 PM0101.The orthometric height was determined by differential leveling and
 PM0101.adjusted by the WI DEPT OF TRANSP
 PM0101.in May 2012.
 PM0101
 PM0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0101.GEOID18 height accuracy estimate available here.
 PM0101
 PM0101.Click photographs - Photos may exist for this station.
 PM0101
 PM0101.The dynamic height is computed by dividing the NAVD 88
 PM0101.geopotential number by the normal gravity value computed on the
 PM0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0101.degrees latitude (g = 980.6199 gals.).
 PM0101
 PM0101.The modeled gravity was interpolated from observed gravity values.
 PM0101
 PM0101;                    North         East    Units  Estimated Accuracy
 PM0101;SPC WI S     -   254,550.      775,918.      MT  (+/- 10 meters HH2 GPS)
 PM0101
 PM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3643102207(NAD 83)
 PM0101
 PM0101                          SUPERSEDED SURVEY CONTROL
 PM0101
 PM0101  NAVD 88 (04/20/07)  252.013  (m)          826.81   (f) SUPERSEDED  2 1
 PM0101  NAVD 88 (05/16/03)  252.060  (m)          826.97   (f) SUPERSEDED  2 1
 PM0101  NAVD 88 (06/15/91)  252.062  (m)          826.97   (f) SUPERSEDED  1 0
 PM0101  NGVD 29 (??/??/92)  252.052  (m)          826.94   (f) ADJ UNCH    2 0
 PM0101
 PM0101.Superseded values are not recommended for survey control.
 PM0101
 PM0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0101.See file dsdata.pdf to determine how the superseded data were derived.
 PM0101
 PM0101_MARKER: DB = BENCH MARK DISK
 PM0101_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PM0101_SP_SET: PIER
 PM0101_STAMPING: B 89 1934
 PM0101_MARK LOGO: CGS
 PM0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0101+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 PM0101
 PM0101  HISTORY     - Date     Condition        Report By
 PM0101  HISTORY     - 1934     MONUMENTED       CGS
 PM0101  HISTORY     - 1972     GOOD             NGS
 PM0101  HISTORY     - 2001     GOOD             WIDT
 PM0101  HISTORY     - 20030619 GOOD             USPSQD
 PM0101  HISTORY     - 20060404 GOOD             WIDT
 PM0101
 PM0101                          STATION DESCRIPTION
 PM0101
 PM0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0101'0.6 MI SE FROM MARIBEL.
 PM0101'ABOUT 0.65 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PM0101'RAILWAY FROM THE CROSSING OF COUNTY ROAD Z AT MARIBEL, 214 FEET
 PM0101'SOUTHEAST OF THE CENTER OF THE CROSSING OF A GRAVEL ROAD, AT
 PM0101'TRESTLE U 45, 26 1/2 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 PM0101'TRESTLE, 5.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE
 PM0101'TOP OF THE SOUTHWEST END OF THE MOST NORTHWEST ONE OF 2 CONCRETE
 PM0101'PIERS FOR TRESTLE AND 6 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 PM0101'SEC 23, T21N, R22E.
 PM0101
 PM0101                          STATION RECOVERY (2001)
 PM0101
 PM0101'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0101'THE STATION IS LOCATED ABOUT 31 KM SOUTHEAST OF GREEN BAY AND 23 KM
 PM0101'NORTH-NORTHWEST OF MANITOWOC.  OWNERSHIP--FOX VALLEY AND WESTERN
 PM0101'RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43
 PM0101'WITH STATE HIGHWAY 147 WITH COUNTY HIGHWAY Z ABOUT 23 KM
 PM0101'NORTH-NORTHWEST OF THE CITY OF MANITOWOC, GO WEST ON COUNTY HIGHWAY Z
 PM0101'FOR 1.1 KM TO PLEASANT ROAD, TURN LEFT AND GO SOUTH ON PLEASANT ROAD
 PM0101'FOR 0.6 KM TO AN ABANDONED RAILROAD GRADE, TURN LEFT AND GO SOUTHEAST
 PM0101'ON THE RAILROAD GRADE FOR 63 METERS TO THE STATION ON THE RIGHT. THE
 PM0101'STATION IS SET IN THE SOUTHERN END OF WESTERNMOST PILLAR.  THE
 PM0101'STATION IS BRONZE COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN
 PM0101'THE TOP OF A CONCRETE PIER ABOUT 2.0 METERS BELOW RAILROAD BED.  THE
 PM0101'STATION IS 63.0 METERS SOUTHEAST OF THE CENTERLINE OF PLEASANT ROAD.
 PM0101'---NOTE--- ALL QUADRANTS BLOCK FOR GPS.
 PM0101
 PM0101                          STATION RECOVERY (2003)
 PM0101
 PM0101'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0101'RECOVERED IN GOOD CONDITION.
 PM0101
 PM0101                          STATION RECOVERY (2006)
 PM0101
 PM0101'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 PM0101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0040 ***********************************************************************
 PN0040  DESIGNATION -  B 9
 PN0040  PID         -  PN0040
 PN0040  STATE/COUNTY-  WI/OUTAGAMIE
 PN0040  COUNTRY     -  US
 PN0040  USGS QUAD   -  SEYMOUR (2018)
 PN0040
 PN0040                         *CURRENT SURVEY CONTROL
 PN0040  ______________________________________________________________________
 PN0040* NAD 83(1986) POSITION- 44 30 44.     (N) 088 19 46.     (W)   SCALED
 PN0040* NAVD 88 ORTHO HEIGHT -   241.088 (meters)      790.97  (feet) ADJUSTED
 PN0040  ______________________________________________________________________
 PN0040  GEOID HEIGHT    -        -36.256 (meters)                     GEOID18
 PN0040  DYNAMIC HEIGHT  -        241.054 (meters)      790.86  (feet) COMP
 PN0040  MODELED GRAVITY -    980,472.5   (mgal)                       NAVD 88
 PN0040
 PN0040  VERT ORDER      -  FIRST     CLASS II
 PN0040
 PN0040.The horizontal coordinates were scaled from a map and have
 PN0040.an estimated accuracy of +/- 6 seconds.
 PN0040
 PN0040.The orthometric height was determined by differential leveling and
 PN0040.adjusted by the NATIONAL GEODETIC SURVEY
 PN0040.in June 1991.
 PN0040
 PN0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0040.GEOID18 height accuracy estimate available here.
 PN0040
 PN0040.Click photographs - Photos may exist for this station.
 PN0040
 PN0040.The dynamic height is computed by dividing the NAVD 88
 PN0040.geopotential number by the normal gravity value computed on the
 PN0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0040.degrees latitude (g = 980.6199 gals.).
 PN0040
 PN0040.The modeled gravity was interpolated from observed gravity values.
 PN0040
 PN0040;                    North         East    Units  Estimated Accuracy
 PN0040;SPC WI C     -    76,800.      732,820.      MT  (+/- 180 meters Scaled)
 PN0040
 PN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ943296(NAD 83)
 PN0040
 PN0040                          SUPERSEDED SURVEY CONTROL
 PN0040
 PN0040  NGVD 29 (??/??/92)  241.118  (m)          791.07   (f) ADJ UNCH    1 2
 PN0040
 PN0040.Superseded values are not recommended for survey control.
 PN0040
 PN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0040.See file dsdata.pdf to determine how the superseded data were derived.
 PN0040
 PN0040_MARKER: DB = BENCH MARK DISK
 PN0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0040_STAMPING: B 9 1930
 PN0040_MARK LOGO: CGS
 PN0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0040+STABILITY: SURFACE MOTION
 PN0040
 PN0040  HISTORY     - Date     Condition        Report By
 PN0040  HISTORY     - 1930     MONUMENTED       CGS
 PN0040  HISTORY     - 1950     GOOD             CGS
 PN0040  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0040
 PN0040                          STATION DESCRIPTION
 PN0040
 PN0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PN0040'AT SEYMOUR.
 PN0040'ON THE GREEN BAY AND WESTERN RAILROAD, 130 FEET WEST OF THE STATION
 PN0040'AT SEYMOUR, 75 FEET WEST OF THE CENTER LINE OF STREET, 30 FEET
 PN0040'NORTH OF THE NORTH SIDE OF LUNCH ROOM AND BILLIARD HALL 17 FEET
 PN0040'SOUTH OF THE SOUTH AND NEAREST RAIL, SET IN TOP OF STANDARD
 PN0040'CONCRETE MARK.
 PN0040
 PN0040                          STATION RECOVERY (1985)
 PN0040
 PN0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0040'THE BUILDING HAS BEEN TORN DOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0586 ***********************************************************************
 OM0586  DESIGNATION -  B 90
 OM0586  PID         -  OM0586
 OM0586  STATE/COUNTY-  WI/SHEBOYGAN
 OM0586  COUNTRY     -  US
 OM0586  USGS QUAD   -  ELKHART LAKE (2018)
 OM0586
 OM0586                         *CURRENT SURVEY CONTROL
 OM0586  ______________________________________________________________________
 OM0586* NAD 83(1986) POSITION- 43 46 23.     (N) 088 00 02.     (W)   SCALED
 OM0586* NAVD 88 ORTHO HEIGHT -   264.309 (meters)      867.15  (feet) POSTED
 OM0586  ______________________________________________________________________
 OM0586  GEOID HEIGHT    -        -35.630 (meters)                     GEOID18
 OM0586  DYNAMIC HEIGHT  -        264.26  (meters)      867.0   (feet) COMP
 OM0586  MODELED GRAVITY -    980,411.9   (mgal)                       NAVD 88
 OM0586
 OM0586  VERT ORDER      -  * POSTED, SEE BELOW
 OM0586
 OM0586.The horizontal coordinates were scaled from a map and have
 OM0586.an estimated accuracy of +/- 6 seconds.
 OM0586
 OM0586.The orthometric height was determined by differential leveling
 OM0586.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OM0586
 OM0586.* This is a POSTED BENCH MARK height.
 OM0586
 OM0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0586.GEOID18 height accuracy estimate available here.
 OM0586
 OM0586.Click photographs - Photos may exist for this station.
 OM0586
 OM0586.The dynamic height is computed by dividing the NAVD 88
 OM0586.geopotential number by the normal gravity value computed on the
 OM0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0586.degrees latitude (g = 980.6199 gals.).
 OM0586
 OM0586.The modeled gravity was interpolated from observed gravity values.
 OM0586
 OM0586;                    North         East    Units  Estimated Accuracy
 OM0586;SPC WI S     -   198,900.      760,960.      MT  (+/- 180 meters Scaled)
 OM0586
 OM0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP194471(NAD 83)
 OM0586
 OM0586                          SUPERSEDED SURVEY CONTROL
 OM0586
 OM0586  NGVD 29 (??/??/92)  264.294  (m)          867.10   (f) ADJ UNCH    2 0
 OM0586
 OM0586.Superseded values are not recommended for survey control.
 OM0586
 OM0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0586.See file dsdata.pdf to determine how the superseded data were derived.
 OM0586
 OM0586_MARKER: DB = BENCH MARK DISK
 OM0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0586_STAMPING: B 90 1934
 OM0586_MARK LOGO: CGS
 OM0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0586+STABILITY: SURFACE MOTION
 OM0586
 OM0586  HISTORY     - Date     Condition        Report By
 OM0586  HISTORY     - 1934     MONUMENTED       CGS
 OM0586  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 OM0586
 OM0586                          STATION DESCRIPTION
 OM0586
 OM0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0586'2.4 MI NW FROM PLYMOUTH.
 OM0586'2.4 MILES NORTHWEST OF RAILROAD WATER TANK.  ALONG THE CHICAGO
 OM0586'AND NORTHWESTERN RAILROAD, AT SECOND POLE EAST OF PUBLIC CROSSING
 OM0586'OF COUNTY HIWAY C AND AT FIRST POLE EAST OF PRIVATE CROSSING.
 OM0586'SET IN POST, 3 FEET BELOW RAIL TOP, 4 FEET NORTHWEST OF POLE,
 OM0586'45 FEET NORTH OF CENTERLINE OF INTERURBAN TRACK AND 30 FEET
 OM0586'SOUTH OF CENTERLINE OF C AND N W TRACK AT A POINT 55 FT EAST
 OM0586'OF CENTERLINE OF PRIVATE CROSSING.
 OM0586
 OM0586                          STATION RECOVERY (2006)
 OM0586
 OM0586'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0586'THE STATION WAS NOT FOUND.  THE TRACKS HAVE BEEN REMOVED AND THE AREA
 OM0586'IS NOW COMMERCIAL PROPERTY WITH A GRAVELED TRUCK PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0530 ***********************************************************************
 OM0530  DESIGNATION -  B 903
 OM0530  PID         -  OM0530
 OM0530  STATE/COUNTY-  WI/COLUMBIA
 OM0530  COUNTRY     -  US
 OM0530  USGS QUAD   -  WISCONSIN DELLS NORTH (2018)
 OM0530
 OM0530                         *CURRENT SURVEY CONTROL
 OM0530  ______________________________________________________________________
 OM0530* NAD 83(1986) POSITION- 43 37 31.     (N) 089 46 18.     (W)   SCALED
 OM0530* NAVD 88 ORTHO HEIGHT -   276.025 (meters)      905.59  (feet) ADJUSTED
 OM0530  ______________________________________________________________________
 OM0530  GEOID HEIGHT    -        -35.425 (meters)                     GEOID18
 OM0530  DYNAMIC HEIGHT  -        275.955 (meters)      905.36  (feet) COMP
 OM0530  MODELED GRAVITY -    980,360.8   (mgal)                       NAVD 88
 OM0530
 OM0530  VERT ORDER      -  SECOND    CLASS 0
 OM0530
 OM0530.The horizontal coordinates were scaled from a map and have
 OM0530.an estimated accuracy of +/- 6 seconds.
 OM0530
 OM0530.The orthometric height was determined by differential leveling and
 OM0530.adjusted by the NATIONAL GEODETIC SURVEY
 OM0530.in June 1991.
 OM0530
 OM0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0530.GEOID18 height accuracy estimate available here.
 OM0530
 OM0530.Click photographs - Photos may exist for this station.
 OM0530
 OM0530.The dynamic height is computed by dividing the NAVD 88
 OM0530.geopotential number by the normal gravity value computed on the
 OM0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0530.degrees latitude (g = 980.6199 gals.).
 OM0530
 OM0530.The modeled gravity was interpolated from observed gravity values.
 OM0530
 OM0530;                    North         East    Units  Estimated Accuracy
 OM0530;SPC WI S     -   180,580.      618,430.      MT  (+/- 180 meters Scaled)
 OM0530
 OM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP763339(NAD 83)
 OM0530
 OM0530                          SUPERSEDED SURVEY CONTROL
 OM0530
 OM0530  NGVD 29 (??/??/92)  276.057  (m)          905.70   (f) ADJ UNCH    2 0
 OM0530
 OM0530.Superseded values are not recommended for survey control.
 OM0530
 OM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0530.See file dsdata.pdf to determine how the superseded data were derived.
 OM0530
 OM0530_MARKER: DB = BENCH MARK DISK
 OM0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0530_SP_SET: BUILDING WALL
 OM0530_STAMPING: 903 B
 OM0530_MARK LOGO: USGS
 OM0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0530
 OM0530  HISTORY     - Date     Condition        Report By
 OM0530  HISTORY     - 1898     MONUMENTED       USGS
 OM0530  HISTORY     - 1934     GOOD             CGS
 OM0530  HISTORY     - 1975     MARK NOT FOUND   USGS
 OM0530  HISTORY     - 19951004 MARK NOT FOUND   USPSQD
 OM0530
 OM0530                          STATION DESCRIPTION
 OM0530
 OM0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0530'AT WISCONSIN DELLS.
 OM0530'VERTICAL MARK IN THE STONE WALL OF THE OLD PART OF WISCONSIN
 OM0530'DELLS PUBLIC SCHOOL, 16 FEET EAST OF THE NORTH CENTER ENTRANCE,
 OM0530'THENCE 33 FEET NORTH OF THE CONNECTING CORNER OF THE OLD AND NEW
 OM0530'BUILDING, 1 FOOT ABOVE THE GROUND LEVEL.
 OM0530
 OM0530                          STATION RECOVERY (1975)
 OM0530
 OM0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OM0530'MARK NOT FOUND.
 OM0530
 OM0530                          STATION RECOVERY (1995)
 OM0530
 OM0530'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0530'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0007 ***********************************************************************
 OM0007  DESIGNATION -  B 91
 OM0007  PID         -  OM0007
 OM0007  STATE/COUNTY-  WI/CALUMET
 OM0007  COUNTRY     -  US
 OM0007  USGS QUAD   -  KIEL (2018)
 OM0007
 OM0007                         *CURRENT SURVEY CONTROL
 OM0007  ______________________________________________________________________
 OM0007* NAD 83(1986) POSITION- 43 55 58.     (N) 088 03 35.     (W)   SCALED
 OM0007* NAVD 88 ORTHO HEIGHT -   284.344 (meters)      932.89  (feet) ADJUSTED
 OM0007  ______________________________________________________________________
 OM0007  GEOID HEIGHT    -        -35.898 (meters)                     GEOID18
 OM0007  DYNAMIC HEIGHT  -        284.288 (meters)      932.70  (feet) COMP
 OM0007  MODELED GRAVITY -    980,412.7   (mgal)                       NAVD 88
 OM0007
 OM0007  VERT ORDER      -  SECOND    CLASS 0
 OM0007
 OM0007.The horizontal coordinates were scaled from a map and have
 OM0007.an estimated accuracy of +/- 6 seconds.
 OM0007
 OM0007.The orthometric height was determined by differential leveling and
 OM0007.adjusted by the NATIONAL GEODETIC SURVEY
 OM0007.in June 1991.
 OM0007
 OM0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0007.GEOID18 height accuracy estimate available here.
 OM0007
 OM0007.Click photographs - Photos may exist for this station.
 OM0007
 OM0007.The dynamic height is computed by dividing the NAVD 88
 OM0007.geopotential number by the normal gravity value computed on the
 OM0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0007.degrees latitude (g = 980.6199 gals.).
 OM0007
 OM0007.The modeled gravity was interpolated from observed gravity values.
 OM0007
 OM0007;                    North         East    Units  Estimated Accuracy
 OM0007;SPC WI S     -   216,530.      755,780.      MT  (+/- 180 meters Scaled)
 OM0007
 OM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP149649(NAD 83)
 OM0007
 OM0007                          SUPERSEDED SURVEY CONTROL
 OM0007
 OM0007  NGVD 29 (??/??/92)  284.332  (m)          932.85   (f) ADJ UNCH    2 0
 OM0007
 OM0007.Superseded values are not recommended for survey control.
 OM0007
 OM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0007.See file dsdata.pdf to determine how the superseded data were derived.
 OM0007
 OM0007_MARKER: DB = BENCH MARK DISK
 OM0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0007_STAMPING: B 91 1934 932.846
 OM0007_MARK LOGO: CGS
 OM0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0007+STABILITY: SURFACE MOTION
 OM0007
 OM0007  HISTORY     - Date     Condition        Report By
 OM0007  HISTORY     - 1934     MONUMENTED       CGS
 OM0007  HISTORY     - 1954     MARK NOT FOUND   USGS
 OM0007  HISTORY     - 1974     MARK NOT FOUND   USGS
 OM0007  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 OM0007
 OM0007                          STATION DESCRIPTION
 OM0007
 OM0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0007'1.7 MI NW FROM KIEL.
 OM0007'1.7 MILES NORTHWEST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 OM0007'AND PACIFIC RAILROAD AT PRIVATE CROSSING, ABOUT 1/2 MILE NORTH
 OM0007'OF STATE HIGHWAY 57 OVERPASS.  SET IN POST, 2 1/2 FEET ABOVE
 OM0007'RAIL TOP, 4 FEET WEST OF LARGE BOULDER, 60 FEET NORTHEAST OF
 OM0007'CENTERLINE OF STATE HIGHWAY 57.  60 FEET SOUTHEAST OF CENTERLINE
 OM0007'OF CROSSING AND 24 FEET SOUTHWEST OF CENTERLINE OF TRACK.
 OM0007
 OM0007                          STATION RECOVERY (1954)
 OM0007
 OM0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OM0007'MARK NOT FOUND.
 OM0007
 OM0007                          STATION RECOVERY (1974)
 OM0007
 OM0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OM0007'MARK NOT FOUND.
 OM0007
 OM0007                          STATION RECOVERY (2001)
 OM0007
 OM0007'RECOVERY NOTE BY US POWER SQUADRON 2001 (KCS)
 OM0007'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0184 ***********************************************************************
 PN0184  DESIGNATION -  B 92
 PN0184  PID         -  PN0184
 PN0184  STATE/COUNTY-  WI/MANITOWOC
 PN0184  COUNTRY     -  US
 PN0184  USGS QUAD   -  POTTER (2018)
 PN0184
 PN0184                         *CURRENT SURVEY CONTROL
 PN0184  ______________________________________________________________________
 PN0184* NAD 83(1986) POSITION- 44 05 44.4    (N) 088 01 03.5    (W)   HD_HELD2
 PN0184* NAVD 88 ORTHO HEIGHT -   246.245 (meters)      807.89  (feet) ADJUSTED
 PN0184  ______________________________________________________________________
 PN0184  GEOID HEIGHT    -        -36.049 (meters)                     GEOID18
 PN0184  DYNAMIC HEIGHT  -        246.202 (meters)      807.75  (feet) COMP
 PN0184  MODELED GRAVITY -    980,434.9   (mgal)                       NAVD 88
 PN0184
 PN0184  VERT ORDER      -  SECOND    CLASS I
 PN0184
 PN0184.The horizontal coordinates were established by autonomous hand held GPS
 PN0184.observations and have an estimated accuracy of +/- 10 meters.
 PN0184
 PN0184.The orthometric height was determined by differential leveling and
 PN0184.adjusted by the WI DEPT OF TRANSP
 PN0184.in May 2012.
 PN0184
 PN0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0184.GEOID18 height accuracy estimate available here.
 PN0184
 PN0184.Click photographs - Photos may exist for this station.
 PN0184
 PN0184.The dynamic height is computed by dividing the NAVD 88
 PN0184.geopotential number by the normal gravity value computed on the
 PN0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0184.degrees latitude (g = 980.6199 gals.).
 PN0184
 PN0184.The modeled gravity was interpolated from observed gravity values.
 PN0184
 PN0184;                    North         East    Units  Estimated Accuracy
 PN0184;SPC WI S     -   234,704.      758,728.      MT  (+/- 10 meters HH2 GPS)
 PN0184
 PN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1854283001(NAD 83)
 PN0184
 PN0184                          SUPERSEDED SURVEY CONTROL
 PN0184
 PN0184  NAVD 88 (04/20/07)  246.202  (m)          807.75   (f) SUPERSEDED  2 1
 PN0184  NAVD 88 (05/16/03)  246.235  (m)          807.86   (f) SUPERSEDED  2 1
 PN0184  NAVD 88 (06/15/91)  246.213  (m)          807.78   (f) SUPERSEDED  2 0
 PN0184  NGVD 29 (??/??/92)  246.219  (m)          807.80   (f) ADJ UNCH    2 0
 PN0184
 PN0184.Superseded values are not recommended for survey control.
 PN0184
 PN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0184.See file dsdata.pdf to determine how the superseded data were derived.
 PN0184
 PN0184_MARKER: DB = BENCH MARK DISK
 PN0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0184_STAMPING: B 92 1934
 PN0184_MARK LOGO: CGS
 PN0184_PROJECTION: PROJECTING 10 CENTIMETERS
 PN0184_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0184+STABILITY: SURFACE MOTION
 PN0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0184+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 PN0184
 PN0184  HISTORY     - Date     Condition        Report By
 PN0184  HISTORY     - 1934     MONUMENTED       CGS
 PN0184  HISTORY     - 2001     SEE DESCRIPTION  WIDT
 PN0184  HISTORY     - 20030619 GOOD             USPSQD
 PN0184  HISTORY     - 20060413 GOOD             WIDT
 PN0184
 PN0184                          STATION DESCRIPTION
 PN0184
 PN0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0184'2 MI W FROM COLLINS.
 PN0184'2.0 MILES WEST OF CITY FIRE WELL AT ALONG THE MINNEAPOLIS, ST
 PN0184'PAUL AND SAULT STE MARIE RAILROAD AT PUBLIC CROSSING OF HIWAY J.
 PN0184'SET IN POST, 1 1/2 FEET BELOW RAIL TOP, 2 FEET SOUTH OF FENCE,
 PN0184'48 FEET NORTH OF CENTERLINE OF TRACK AND 35 FEET EAST OF
 PN0184'CENTERLINE OF HIWAY J.
 PN0184
 PN0184                          STATION RECOVERY (2001)
 PN0184
 PN0184'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0184'THE STATION IS LOCATED ABOUT 47 KM NORTHEAST OF FOND DU LAC, 32 KM
 PN0184'SOUTHEAST OF APPLETON, AND 29 KM WEST OF MANITOWOC.  OWNERSHIP--
 PN0184'WISCONSIN CENTRAL LIMITED RAILROAD.  TO REACH THE STATION FROM THE
 PN0184'JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 32 ABOUT 16 KM SOUTHEAST
 PN0184'OF THE CITY OF APPLETON,  GO EAST ON US HIGHWAY 10 FOR 8.5 KM TO
 PN0184'COUNTY HIGHWAY PP IN THE CITY OF BRILLION, CONTINUE EAST ON US
 PN0184'HIGHWAY 10 1.6 KM TO LONG LAKE ROAD, TURN RIGHT AND GO SOUTH ON LONG
 PN0184'LAKE ROAD FOR 8.2 KM TO FISCHER ROAD ON THE RIGHT, CONTINUE SOUTH ON
 PN0184'COUNTY HIGHWAY JJ FOR 2.6 KM TO BRANDES ROAD ON THE RIGHT, CONTINUE
 PN0184'EAST ON COUNTY HIGHWAY JJ FOR 0.6 KM TO COTTONWOOD ROAD, TURN LEFT
 PN0184'AND GO SOUTH ON COTTONWOOD ROAD FOR 50 M TO THE STATION ON THE RIGHT.
 PN0184'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCHMARK DISK
 PN0184'SET IN THE TOP OF A 20 CM SQUARE CONCRETE POST ABOUT LEVEL WITH
 PN0184'RAILROAD TRACKS.  THE STATION IS 66.6 M NORTHEAST OF THE CENTERLINE
 PN0184'OF COTTONWOOD ROAD, 22.5 M NORTHEAST OF METAL OCTAGON RAILROAD SIGN,
 PN0184'14 M NORTH OF NORTHERN MOST RAIL, 1.0 M EAST OF AN ORANGE FIBERGLASS
 PN0184'WITNESS POST.  ---NOTE---  STATION VISIBLE FROM OBSTRUCTIONS FOR GPS.
 PN0184
 PN0184                          STATION RECOVERY (2003)
 PN0184
 PN0184'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0184'THE STATION WAS FOUND IN GOOD CONDITION.  CORRECTION TO 2001
 PN0184'DESCRIPTION - TURN LEFT AND GO NORTH ON COTTONWOOD ROAD FOR 50 M TO
 PN0184'THE STATION ON THE RIGHT.  ADD-- WALK EAST FOR ABOUT 200 FEET ALONG
 PN0184'THE RAILROAD TRACKS FROM THE CENTER OF COTTONWOOD ROAD TO THE STATION
 PN0184'ON THE LEFT.
 PN0184
 PN0184                          STATION RECOVERY (2006)
 PN0184
 PN0184'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 PN0184'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON THE NORTHEAST
 PN0184'EDGE OF A FIELD ROAD AND 0.8 M SOUTHEAST AND 0.8 M NORTHWEST OF TWO
 PN0184'WHITE PLASTIC WITNESS POSTS.  NOTE-- CHIPS HAVE BEEN REMOVED FROM THE
 PN0184'SOUTHEAST CORNER OF THE CONCRETE POST, APPARENTLY BY RECENT FARMING
 PN0184'OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0241 ***********************************************************************
 PN0241  DESIGNATION -  B 93 RESET
 PN0241  PID         -  PN0241
 PN0241  STATE/COUNTY-  WI/WAUPACA
 PN0241  COUNTRY     -  US
 PN0241  USGS QUAD   -  HORTONVILLE (2018)
 PN0241
 PN0241                         *CURRENT SURVEY CONTROL
 PN0241  ______________________________________________________________________
 PN0241* NAD 83(1986) POSITION- 44 17 21.     (N) 088 44 18.     (W)   SCALED
 PN0241* NAVD 88 ORTHO HEIGHT -   259.11  (+/-2cm)      850.1   (feet) VERTCON3
 PN0241  ______________________________________________________________________
 PN0241  GEOID HEIGHT    -        -36.495 (meters)                     GEOID18
 PN0241  VERT ORDER      -  THIRD (See Below)
 PN0241
 PN0241.The horizontal coordinates were scaled from a map and have
 PN0241.an estimated accuracy of +/- 6 seconds.
 PN0241
 PN0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN0241
 PN0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0241.GEOID18 height accuracy estimate available here.
 PN0241
 PN0241.The vertical order pertains to the NGVD 29 superseded value.
 PN0241
 PN0241.Click photographs - Photos may exist for this station.
 PN0241
 PN0241;                    North         East    Units  Estimated Accuracy
 PN0241;SPC WI C     -    51,430.      700,700.      MT  (+/- 180 meters Scaled)
 PN0241
 PN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ613054(NAD 83)
 PN0241
 PN0241                          SUPERSEDED SURVEY CONTROL
 PN0241
 PN0241  NGVD 29 (07/09/15)  259.13   (m)          850.2    (f) RESET       3  
 PN0241
 PN0241.Superseded values are not recommended for survey control.
 PN0241
 PN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0241.See file dsdata.pdf to determine how the superseded data were derived.
 PN0241
 PN0241_MARKER: DB = BENCH MARK DISK
 PN0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0241_STAMPING: B 93 RESET 1965
 PN0241_MARK LOGO: CGS
 PN0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0241+STABILITY: SURFACE MOTION
 PN0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0241+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 PN0241
 PN0241  HISTORY     - Date     Condition        Report By
 PN0241  HISTORY     - 1965     MONUMENTED       CGS
 PN0241  HISTORY     - 20030702 GOOD             USPSQD
 PN0241
 PN0241                          STATION DESCRIPTION
 PN0241
 PN0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PN0241'3.2 MI W FROM DALE.
 PN0241'ABOUT 3.2 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 PN0241'STE. MARIE RAILWAY FROM THE STATION AT DALE, TOP OF THE NORTH
 PN0241'RAIL OPPOSITE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY
 PN0241'MILEPOST 205, 145 FEET EAST OF THE CENTER OF COUNTY ROAD D,
 PN0241'46.5 FEET NORTH OF THE NORTH RAIL, 1 FOOT WEST OF A METAL WITNESS
 PN0241'POST, 1 FOOT SOUTH OF THE RAILROAD RIGHT-OF-WAY FENCE, AND IS
 PN0241'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 PN0241'PROJECTS 4 INCHES.
 PN0241
 PN0241                          STATION RECOVERY (2003)
 PN0241
 PN0241'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0241'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 60 FEET NORTH
 PN0241'OF AN UNMARKED RAILROAD SIGN ON THE SOUTH SIDE OF THE TRACKS, 2 FEET
 PN0241'SOUTH OF AN ORANGE BURIED CABLE WARNING SIGN, AND 1 FOOT NORTH OF AN
 PN0241'ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0127 ***********************************************************************
 OM0127  DESIGNATION -  B 94
 OM0127  PID         -  OM0127
 OM0127  STATE/COUNTY-  WI/WINNEBAGO
 OM0127  COUNTRY     -  US
 OM0127  USGS QUAD   -  PICKETT (2018)
 OM0127
 OM0127                         *CURRENT SURVEY CONTROL
 OM0127  ______________________________________________________________________
 OM0127* NAD 83(1986) POSITION- 43 57 52.     (N) 088 39 50.     (W)   SCALED
 OM0127* NAVD 88 ORTHO HEIGHT -   262.786 (meters)      862.16  (feet) ADJUSTED
 OM0127  ______________________________________________________________________
 OM0127  GEOID HEIGHT    -        -36.266 (meters)                     GEOID18
 OM0127  DYNAMIC HEIGHT  -        262.732 (meters)      861.98  (feet) COMP
 OM0127  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 OM0127
 OM0127  VERT ORDER      -  SECOND    CLASS 0
 OM0127
 OM0127.The horizontal coordinates were scaled from a map and have
 OM0127.an estimated accuracy of +/- 6 seconds.
 OM0127
 OM0127.The orthometric height was determined by differential leveling and
 OM0127.adjusted by the NATIONAL GEODETIC SURVEY
 OM0127.in June 1991.
 OM0127
 OM0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0127.GEOID18 height accuracy estimate available here.
 OM0127
 OM0127.Click photographs - Photos may exist for this station.
 OM0127
 OM0127.The dynamic height is computed by dividing the NAVD 88
 OM0127.geopotential number by the normal gravity value computed on the
 OM0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0127.degrees latitude (g = 980.6199 gals.).
 OM0127
 OM0127.The modeled gravity was interpolated from observed gravity values.
 OM0127
 OM0127;                    North         East    Units  Estimated Accuracy
 OM0127;SPC WI S     -   219,100.      707,220.      MT  (+/- 180 meters Scaled)
 OM0127
 OM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP665692(NAD 83)
 OM0127
 OM0127                          SUPERSEDED SURVEY CONTROL
 OM0127
 OM0127  NGVD 29 (??/??/92)  262.804  (m)          862.22   (f) ADJ UNCH    2 0
 OM0127
 OM0127.Superseded values are not recommended for survey control.
 OM0127
 OM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0127.See file dsdata.pdf to determine how the superseded data were derived.
 OM0127
 OM0127_MARKER: DB = BENCH MARK DISK
 OM0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0127_STAMPING: B 94 1934
 OM0127_MARK LOGO: CGS
 OM0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0127+STABILITY: SURFACE MOTION
 OM0127
 OM0127  HISTORY     - Date     Condition        Report By
 OM0127  HISTORY     - 1934     MONUMENTED       CGS
 OM0127  HISTORY     - 1976     MARK NOT FOUND   USGS
 OM0127  HISTORY     - 19950701 POOR             USPSQD
 OM0127  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 OM0127
 OM0127                          STATION DESCRIPTION
 OM0127
 OM0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0127'2.4 MI SW FROM FITZGERALD.
 OM0127'2.4 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OM0127'PACIFIC RAILROAD FROM THE ROAD CROSSING AT FITZGERALD, WINNEBAGO
 OM0127'COUNTY, 3 POLES SOUTHWEST OF MILEPOST 181, AT A ROAD CROSSING,
 OM0127'38 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 29 FEET SOUTH
 OM0127'OF THE CENTERLINE OF THE TRACK, 5 FEET SOUTHEAST OF A FENCE
 OM0127'CORNER, AND ABOUT 18 INCHES LOWER THAN THE TRACK.  A STANDARD
 OM0127'DISK, STAMPED B 94 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OM0127
 OM0127                          STATION RECOVERY (1976)
 OM0127
 OM0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OM0127'MARK NOT FOUND.
 OM0127
 OM0127                          STATION RECOVERY (1995)
 OM0127
 OM0127'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0127'MARK RECOVERED IN POOR CONDITION.
 OM0127
 OM0127                          STATION RECOVERY (2004)
 OM0127
 OM0127'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 OM0127'THE STATION WAS SEARCHED FOR 0.6 MILE NORTH OF HIGHWAY 44 ON KNOTT
 OM0127'ROAD AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0306 ***********************************************************************
 OM0306  DESIGNATION -  B 95
 OM0306  PID         -  OM0306
 OM0306  STATE/COUNTY-  WI/MARQUETTE
 OM0306  COUNTRY     -  US
 OM0306  USGS QUAD   -  PRINCETON WEST (2018)
 OM0306
 OM0306                         *CURRENT SURVEY CONTROL
 OM0306  ______________________________________________________________________
 OM0306* NAD 83(1986) POSITION- 43 49 34.4    (N) 089 14 17.7    (W)   HD_HELD2
 OM0306* NAVD 88 ORTHO HEIGHT -   237.135 (meters)      778.00  (feet) ADJUSTED
 OM0306  ______________________________________________________________________
 OM0306  GEOID HEIGHT    -        -36.115 (meters)                     GEOID18
 OM0306  DYNAMIC HEIGHT  -        237.081 (meters)      777.82  (feet) COMP
 OM0306  MODELED GRAVITY -    980,386.5   (mgal)                       NAVD 88
 OM0306
 OM0306  VERT ORDER      -  SECOND    CLASS I
 OM0306
 OM0306.The horizontal coordinates were established by autonomous hand held GPS
 OM0306.observations and have an estimated accuracy of +/- 10 meters.
 OM0306
 OM0306.The orthometric height was determined by differential leveling and
 OM0306.adjusted by the WI DEPT OF TRANSP
 OM0306.in May 2012.
 OM0306
 OM0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0306.GEOID18 height accuracy estimate available here.
 OM0306
 OM0306.Click photographs - Photos may exist for this station.
 OM0306
 OM0306.The dynamic height is computed by dividing the NAVD 88
 OM0306.geopotential number by the normal gravity value computed on the
 OM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0306.degrees latitude (g = 980.6199 gals.).
 OM0306
 OM0306.The modeled gravity was interpolated from observed gravity values.
 OM0306
 OM0306;                    North         East    Units  Estimated Accuracy
 OM0306;SPC WI S     -   203,159.      661,272.      MT  (+/- 10 meters HH2 GPS)
 OM0306
 OM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2002555006(NAD 83)
 OM0306
 OM0306                          SUPERSEDED SURVEY CONTROL
 OM0306
 OM0306  NAVD 88 (04/20/07)  237.113  (m)          777.93   (f) SUPERSEDED  2 1
 OM0306  NAVD 88 (06/15/91)  237.102  (m)          777.89   (f) SUPERSEDED  2 0
 OM0306  NGVD 29 (??/??/92)  237.133  (m)          777.99   (f) ADJ UNCH    2 0
 OM0306
 OM0306.Superseded values are not recommended for survey control.
 OM0306
 OM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0306.See file dsdata.pdf to determine how the superseded data were derived.
 OM0306
 OM0306_MARKER: DB = BENCH MARK DISK
 OM0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0306_SP_SET: BRIDGE
 OM0306_STAMPING: B 95 1934
 OM0306_MARK LOGO: CGS
 OM0306_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0306+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 OM0306
 OM0306  HISTORY     - Date     Condition        Report By
 OM0306  HISTORY     - 1934     MONUMENTED       CGS
 OM0306  HISTORY     - 1990     GOOD             USPSQD
 OM0306  HISTORY     - 19910406 GOOD             USPSQD
 OM0306  HISTORY     - 20030514 GOOD             WIDT
 OM0306  HISTORY     - 20100517 GOOD             WIDT
 OM0306
 OM0306                          STATION DESCRIPTION
 OM0306
 OM0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0306'5.7 MI NE FROM MONTELLO.
 OM0306'5.7 MILES NORTHEAST ALONG STATE HIGHWAY 23 FROM THE STATE BANK
 OM0306'AT MONTELLO, MARQUETTE COUNTY, ABOUT 300 FEET SOUTHWEST OF
 OM0306'A LONG CURVE, AT A CONCRETE BRIDGE, IN THE CENTER OF THE TOP OF
 OM0306'THE NORTHWEST CONCRETE HEADWALL, AND ABOUT 3 FEET HIGHER THAN
 OM0306'THE HIGHWAY.  A STANDARD DISK, STAMPED B 95 1934.
 OM0306
 OM0306                          STATION RECOVERY (1990)
 OM0306
 OM0306'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 OM0306'RECOVERED IN GOOD CONDITION.
 OM0306
 OM0306                          STATION RECOVERY (1991)
 OM0306
 OM0306'RECOVERY NOTE BY US POWER SQUADRON 1991 (GTS)
 OM0306'RECOVERED IN GOOD CONDITION.
 OM0306
 OM0306                          STATION RECOVERY (2003)
 OM0306
 OM0306'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (PJH)
 OM0306'OWNERSHIP--TOWN OF MECAN.  TO REACH THE STATION FROM THE JUNCTION OF
 OM0306'STATE HIGHWAY 23 WITH STATE HIGHWAY 73 NORTH IN THE CITY OF PRINCETON,
 OM0306'GO WEST ON STATE HIGHWAY 23 FOR 5.5 MI (8.85 KM) TO THE COUNTY HIGHWAY
 OM0306'N, CONTINUE WEST ON STATE HIGHWAY 23 FOR 0.3 MI (0.48 KM) TO TOWN HALL
 OM0306'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON TOWN HALL ROAD FOR 0.1 MI
 OM0306'(0.16 KM) TO A BRIDGE AND THE STATION ON THE RIGHT.  THE STATION IS A
 OM0306'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP
 OM0306'CENTER OF THE WEST CONCRETE BRIDGE HEADWALL.  THE STATION IS 4 M (13.1
 OM0306'FT) WEST OF THE CENTERLINE OF TOWN HALL ROAD.  ---NOTE---THIS STATION
 OM0306'IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE TREES TO THE SOUTH.
 OM0306
 OM0306                          STATION RECOVERY (2010)
 OM0306
 OM0306'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 OM0306'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 2.2 M NORTH OF A
 OM0306'WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0508 ***********************************************************************
 OM0508  DESIGNATION -  B 96
 OM0508  PID         -  OM0508
 OM0508  STATE/COUNTY-  WI/ADAMS
 OM0508  COUNTRY     -  US
 OM0508  USGS QUAD   -  ADAMS (2018)
 OM0508
 OM0508                         *CURRENT SURVEY CONTROL
 OM0508  ______________________________________________________________________
 OM0508* NAD 83(1986) POSITION- 43 57 03.1    (N) 089 49 02.4    (W)   HD_HELD2
 OM0508* NAVD 88 ORTHO HEIGHT -   293.885 (meters)      964.19  (feet) ADJUSTED
 OM0508  ______________________________________________________________________
 OM0508  GEOID HEIGHT    -        -35.451 (meters)                     GEOID18
 OM0508  DYNAMIC HEIGHT  -        293.823 (meters)      963.98  (feet) COMP
 OM0508  MODELED GRAVITY -    980,399.6   (mgal)                       NAVD 88
 OM0508
 OM0508  VERT ORDER      -  SECOND    CLASS 0
 OM0508
 OM0508.The horizontal coordinates were established by autonomous hand held GPS
 OM0508.observations and have an estimated accuracy of +/- 10 meters.
 OM0508
 OM0508.The orthometric height was determined by differential leveling and
 OM0508.adjusted by the NATIONAL GEODETIC SURVEY
 OM0508.in June 1991.
 OM0508
 OM0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0508.GEOID18 height accuracy estimate available here.
 OM0508
 OM0508.Click photographs - Photos may exist for this station.
 OM0508
 OM0508.The dynamic height is computed by dividing the NAVD 88
 OM0508.geopotential number by the normal gravity value computed on the
 OM0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0508.degrees latitude (g = 980.6199 gals.).
 OM0508
 OM0508.The modeled gravity was interpolated from observed gravity values.
 OM0508
 OM0508;                    North         East    Units  Estimated Accuracy
 OM0508;SPC WI S     -   216,743.      614,663.      MT  (+/- 10 meters HH2 GPS)
 OM0508
 OM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7393270274(NAD 83)
 OM0508
 OM0508                          SUPERSEDED SURVEY CONTROL
 OM0508
 OM0508  NGVD 29 (??/??/92)  293.903  (m)          964.25   (f) ADJ UNCH    2 0
 OM0508
 OM0508.Superseded values are not recommended for survey control.
 OM0508
 OM0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0508.See file dsdata.pdf to determine how the superseded data were derived.
 OM0508
 OM0508_MARKER: DB = BENCH MARK DISK
 OM0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0508_STAMPING: B 96 1934
 OM0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0508+STABILITY: SURFACE MOTION
 OM0508
 OM0508  HISTORY     - Date     Condition        Report By
 OM0508  HISTORY     - 1934     MONUMENTED       CGS
 OM0508  HISTORY     - 1943     GOOD             CGS
 OM0508  HISTORY     - 1983     MARK NOT FOUND   USGS
 OM0508  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 OM0508  HISTORY     - 20030430 MARK NOT FOUND   WIDT
 OM0508
 OM0508                          STATION DESCRIPTION
 OM0508
 OM0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OM0508'AT ADAMS.
 OM0508'AT ADAMS, ADAMS COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 OM0508'513.7 FEET WEST OF THE CENTER OF THE BAY WINDOW AT THE STATION,
 OM0508'AT THE CROSSING OF STATE HIGHWAY 13, 48 FEET EAST OF THE
 OM0508'CENTERLINE OF THE HIGHWAY, 43.7 FEET NORTH OF THE CENTERLINE
 OM0508'OF THE TRACK, AND 2 FEET SOUTH OF A POWER POLE GUY WIRE.  A
 OM0508'STANDARD DISK, STAMPED B 96 1934 AND SET IN THE TOP OF A CONCRETE
 OM0508'POST.
 OM0508
 OM0508                          STATION RECOVERY (1983)
 OM0508
 OM0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 OM0508'MARK NOT FOUND.
 OM0508
 OM0508                          STATION RECOVERY (1995)
 OM0508
 OM0508'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0508'MARK NOT FOUND.
 OM0508
 OM0508                          STATION RECOVERY (2003)
 OM0508
 OM0508'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0508'TIES PUT IT IN AN ASPHALT PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0415 ***********************************************************************
 PN0415  DESIGNATION -  B 97
 PN0415  PID         -  PN0415
 PN0415  STATE/COUNTY-  WI/WAUSHARA
 PN0415  COUNTRY     -  US
 PN0415  USGS QUAD   -  WAUTOMA NE (2018)
 PN0415
 PN0415                         *CURRENT SURVEY CONTROL
 PN0415  ______________________________________________________________________
 PN0415* NAD 83(1986) POSITION- 44 14 10.     (N) 089 20 34.     (W)   SCALED
 PN0415* NAVD 88 ORTHO HEIGHT -   358.891 (meters)     1177.46  (feet) ADJUSTED
 PN0415  ______________________________________________________________________
 PN0415  GEOID HEIGHT    -        -36.181 (meters)                     GEOID18
 PN0415  DYNAMIC HEIGHT  -        358.816 (meters)     1177.22  (feet) COMP
 PN0415  MODELED GRAVITY -    980,400.3   (mgal)                       NAVD 88
 PN0415
 PN0415  VERT ORDER      -  SECOND    CLASS 0
 PN0415
 PN0415.The horizontal coordinates were scaled from a map and have
 PN0415.an estimated accuracy of +/- 6 seconds.
 PN0415
 PN0415.The orthometric height was determined by differential leveling and
 PN0415.adjusted by the NATIONAL GEODETIC SURVEY
 PN0415.in June 1991.
 PN0415
 PN0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0415.GEOID18 height accuracy estimate available here.
 PN0415
 PN0415.Click photographs - Photos may exist for this station.
 PN0415
 PN0415.The dynamic height is computed by dividing the NAVD 88
 PN0415.geopotential number by the normal gravity value computed on the
 PN0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0415.degrees latitude (g = 980.6199 gals.).
 PN0415
 PN0415.The modeled gravity was interpolated from observed gravity values.
 PN0415
 PN0415;                    North         East    Units  Estimated Accuracy
 PN0415;SPC WI S     -   248,630.      652,510.      MT  (+/- 180 meters Scaled)
 PN0415
 PN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ129007(NAD 83)
 PN0415
 PN0415                          SUPERSEDED SURVEY CONTROL
 PN0415
 PN0415  NGVD 29 (??/??/92)  358.902  (m)         1177.50   (f) ADJ UNCH    2 0
 PN0415
 PN0415.Superseded values are not recommended for survey control.
 PN0415
 PN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0415.See file dsdata.pdf to determine how the superseded data were derived.
 PN0415
 PN0415_MARKER: DB = BENCH MARK DISK
 PN0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0415_STAMPING: B 97 1934
 PN0415_MARK LOGO: CGS
 PN0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0415+STABILITY: SURFACE MOTION
 PN0415
 PN0415  HISTORY     - Date     Condition        Report By
 PN0415  HISTORY     - 1934     MONUMENTED       CGS
 PN0415  HISTORY     - 1958     MARK NOT FOUND   USGS
 PN0415  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0415
 PN0415                          STATION DESCRIPTION
 PN0415
 PN0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0415'3.8 MI E FROM ALMOND.
 PN0415'3.8 MILES EAST OF DEPOT AT ALMOND ALONG THE CHICAGO AND NORTHWESTERN
 PN0415'RAILROAD AT ROAD CROSSING, 10 POLES NORTHWEST OF MILEPOLE 113.
 PN0415'SET IN POST, 39 FEET WEST OF CENTERLINE OF ROAD AT CENTER OF
 PN0415'CROSSING, 39 FEET EAST OF POLE AND 17 FEET SOUTHWEST OF CENTERLINE
 PN0415'OF THE TRACKS.  ABOUT 3 FEET ABOVE LEVEL OF TRACKS, ON EDGE OF CUT.
 PN0415
 PN0415                          STATION RECOVERY (1958)
 PN0415
 PN0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PN0415'MARK NOT FOUND.
 PN0415
 PN0415                          STATION RECOVERY (2004)
 PN0415
 PN0415'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0415'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0461 ***********************************************************************
 PN0461  DESIGNATION -  B 98
 PN0461  PID         -  PN0461
 PN0461  STATE/COUNTY-  WI/WAUSHARA
 PN0461  COUNTRY     -  US
 PN0461  USGS QUAD   -  SPRING LAKE (2018)
 PN0461
 PN0461                         *CURRENT SURVEY CONTROL
 PN0461  ______________________________________________________________________
 PN0461* NAD 83(1986) POSITION- 44 01 19.     (N) 089 09 11.     (W)   SCALED
 PN0461* NAVD 88 ORTHO HEIGHT -   252.877 (meters)      829.65  (feet) ADJUSTED
 PN0461  ______________________________________________________________________
 PN0461  GEOID HEIGHT    -        -36.308 (meters)                     GEOID18
 PN0461  DYNAMIC HEIGHT  -        252.824 (meters)      829.47  (feet) COMP
 PN0461  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 PN0461
 PN0461  VERT ORDER      -  SECOND    CLASS 0
 PN0461
 PN0461.The horizontal coordinates were scaled from a map and have
 PN0461.an estimated accuracy of +/- 6 seconds.
 PN0461
 PN0461.The orthometric height was determined by differential leveling and
 PN0461.adjusted by the NATIONAL GEODETIC SURVEY
 PN0461.in June 1991.
 PN0461
 PN0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0461.GEOID18 height accuracy estimate available here.
 PN0461
 PN0461.Click photographs - Photos may exist for this station.
 PN0461
 PN0461.The dynamic height is computed by dividing the NAVD 88
 PN0461.geopotential number by the normal gravity value computed on the
 PN0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0461.degrees latitude (g = 980.6199 gals.).
 PN0461
 PN0461.The modeled gravity was interpolated from observed gravity values.
 PN0461
 PN0461;                    North         East    Units  Estimated Accuracy
 PN0461;SPC WI S     -   224,970.      667,900.      MT  (+/- 180 meters Scaled)
 PN0461
 PN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP274765(NAD 83)
 PN0461
 PN0461                          SUPERSEDED SURVEY CONTROL
 PN0461
 PN0461  NGVD 29 (??/??/92)  252.900  (m)          829.72   (f) ADJ UNCH    2 0
 PN0461
 PN0461.Superseded values are not recommended for survey control.
 PN0461
 PN0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0461.See file dsdata.pdf to determine how the superseded data were derived.
 PN0461
 PN0461_MARKER: DB = BENCH MARK DISK
 PN0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0461_STAMPING: B 98 1934
 PN0461_MARK LOGO: CGS
 PN0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0461+STABILITY: SURFACE MOTION
 PN0461
 PN0461  HISTORY     - Date     Condition        Report By
 PN0461  HISTORY     - 1934     MONUMENTED       CGS
 PN0461  HISTORY     - 1960     GOOD             USGS
 PN0461  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0461
 PN0461                          STATION DESCRIPTION
 PN0461
 PN0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0461'AT SPRING LAKE.
 PN0461'AT SPRING LAKE ALONG THE CHICAGO AND NORTHWESTERN RAILROAD AT
 PN0461'ROAD CROSSING, AND 600 FEET WEST OF DEPOT.  SET IN POST, 93 FEET
 PN0461'SOUTHEAST OF THE CROSSING, 27 FEET SOUTH OF CENTERLINE OF THE
 PN0461'TRACKS AND ABOUT LEVEL WITH TRACKS.  NOTE-- STATION HAS BEEN REMOVED
 PN0461
 PN0461                          STATION RECOVERY (1960)
 PN0461
 PN0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 PN0461'RECOVERED IN GOOD CONDITION.
 PN0461
 PN0461                          STATION RECOVERY (2004)
 PN0461
 PN0461'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0461'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0523 ***********************************************************************
 PN0523  DESIGNATION -  B 99
 PN0523  PID         -  PN0523
 PN0523  STATE/COUNTY-  WI/WAUSHARA
 PN0523  COUNTRY     -  US
 PN0523  USGS QUAD   -  HANCOCK (2018)
 PN0523
 PN0523                         *CURRENT SURVEY CONTROL
 PN0523  ______________________________________________________________________
 PN0523* NAD 83(1986) POSITION- 44 10 06.     (N) 089 30 42.     (W)   SCALED
 PN0523* NAVD 88 ORTHO HEIGHT -   340.672 (meters)     1117.69  (feet) ADJUSTED
 PN0523  ______________________________________________________________________
 PN0523  GEOID HEIGHT    -        -36.014 (meters)                     GEOID18
 PN0523  DYNAMIC HEIGHT  -        340.597 (meters)     1117.44  (feet) COMP
 PN0523  MODELED GRAVITY -    980,387.7   (mgal)                       NAVD 88
 PN0523
 PN0523  VERT ORDER      -  SECOND    CLASS 0
 PN0523
 PN0523.The horizontal coordinates were scaled from a map and have
 PN0523.an estimated accuracy of +/- 6 seconds.
 PN0523
 PN0523.The orthometric height was determined by differential leveling and
 PN0523.adjusted by the NATIONAL GEODETIC SURVEY
 PN0523.in June 1991.
 PN0523
 PN0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0523.GEOID18 height accuracy estimate available here.
 PN0523
 PN0523.Click photographs - Photos may exist for this station.
 PN0523
 PN0523.The dynamic height is computed by dividing the NAVD 88
 PN0523.geopotential number by the normal gravity value computed on the
 PN0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0523.degrees latitude (g = 980.6199 gals.).
 PN0523
 PN0523.The modeled gravity was interpolated from observed gravity values.
 PN0523
 PN0523;                    North         East    Units  Estimated Accuracy
 PN0523;SPC WI S     -   241,010.      639,060.      MT  (+/- 180 meters Scaled)
 PN0523
 PN0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP991936(NAD 83)
 PN0523
 PN0523                          SUPERSEDED SURVEY CONTROL
 PN0523
 PN0523  NGVD 29 (??/??/92)  340.685  (m)         1117.73   (f) ADJ UNCH    2 0
 PN0523
 PN0523.Superseded values are not recommended for survey control.
 PN0523
 PN0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0523.See file dsdata.pdf to determine how the superseded data were derived.
 PN0523
 PN0523_MARKER: DB = BENCH MARK DISK
 PN0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0523_STAMPING: B 99 1934
 PN0523_MARK LOGO: CGS
 PN0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0523+STABILITY: SURFACE MOTION
 PN0523
 PN0523  HISTORY     - Date     Condition        Report By
 PN0523  HISTORY     - 1934     MONUMENTED       CGS
 PN0523  HISTORY     - 20030619 MARK NOT FOUND   WIDT
 PN0523
 PN0523                          STATION DESCRIPTION
 PN0523
 PN0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0523'3.4 MI S FROM PLAINFIELD.
 PN0523'3.4 MILES SOUTH OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 PN0523'SOO STE MARIE RAILROAD AT ROAD CROSSING, 10 POLES NORTHEAST OF
 PN0523'MILEPOLE P-25.  SET IN POST, 42 FEET EAST OF CENTERLINE OF
 PN0523'TRACKS AT CENTER OF CROSSING, 3 FEET NORTHEAST OF POLE AND
 PN0523'ABOUT LEVEL WITH TRACKS.  NOTE-- RR IS NO LONGER THERE.
 PN0523
 PN0523                          STATION RECOVERY (2003)
 PN0523
 PN0523'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN0523'TRACKS OBLITERATED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA4608 ***********************************************************************
 AA4608  SACS        -  This is a Secondary Airport Control Station.
 AA4608  DESIGNATION -  B3 MKE 1976
 AA4608  PID         -  AA4608
 AA4608  STATE/COUNTY-  WI/MILWAUKEE
 AA4608  COUNTRY     -  US
 AA4608  USGS QUAD   -  GREENDALE (2018)
 AA4608
 AA4608                         *CURRENT SURVEY CONTROL
 AA4608  ______________________________________________________________________
 AA4608* NAD 83(2011) POSITION- 42 55 55.49909(N) 087 53 54.05995(W)   ADJUSTED
 AA4608* NAD 83(2011) ELLIP HT-   178.054 (meters)        (06/27/12)   ADJUSTED
 AA4608* NAD 83(2011) EPOCH   -  2010.00
 AA4608* NAVD 88 ORTHO HEIGHT -   213.06  (meters)      699.0   (feet) GPS OBS
 AA4608  ______________________________________________________________________
 AA4608  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AA4608  GEOID HEIGHT    -        -35.018 (meters)                     GEOID99
 AA4608  GEOID HEIGHT    -        -34.999 (meters)                     GEOID18
 AA4608  NAD 83(2011) X  -    171,525.516 (meters)                     COMP
 AA4608  NAD 83(2011) Y  - -4,674,079.910 (meters)                     COMP
 AA4608  NAD 83(2011) Z  -  4,322,101.902 (meters)                     COMP
 AA4608  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 AA4608
 AA4608  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4608  Standards:
 AA4608         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4608            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4608  -------------------------------------------------------------------
 AA4608  NETWORK    1.04   1.82           0.48   0.34   0.93      0.15195532
 AA4608  -------------------------------------------------------------------
 AA4608  Click here for local accuracies and other accuracy information.
 AA4608
 AA4608.This mark is at General Mitchell Intl Airport (MKE)
 AA4608
 AA4608.The horizontal coordinates were established by GPS observations
 AA4608.and adjusted by the National Geodetic Survey in June 2012.
 AA4608
 AA4608.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA4608.been affixed to the stable North American tectonic plate. See 
 AA4608.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA4608
 AA4608.The horizontal coordinates are valid at the epoch date displayed above
 AA4608.which is a decimal equivalence of Year/Month/Day.
 AA4608
 AA4608.The orthometric height was determined by GPS observations and a
 AA4608.high-resolution geoid model.
 AA4608
 AA4608.GPS derived orthometric heights for airport stations designated as
 AA4608.PACS or SACS are published to 2 decimal places.  This maintains
 AA4608.centimeter relative accuracy between the PACS and SACS.  It does
 AA4608.not indicate centimeter accuracy relative to other marks which are
 AA4608.part of the published vertical control network.
 AA4608
 AA4608.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4608.GEOID18 height accuracy estimate available here.
 AA4608
 AA4608.Click photographs - Photos may exist for this station.
 AA4608
 AA4608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4608
 AA4608.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA4608
 AA4608.The ellipsoidal height was determined by GPS observations
 AA4608.and is referenced to NAD 83.
 AA4608
 AA4608. The following values were computed from the NAD 83(2011) position.
 AA4608
 AA4608;                    North         East     Units Scale Factor Converg.
 AA4608;SPC WI S     -   105,707.535   771,535.186   MT  0.99996586   +1 26 38.6
 AA4608;SPC WI S     -   346,808.80  2,531,278.36   sFT  0.99996586   +1 26 38.6
 AA4608;UTM  16      - 4,753,664.226   426,696.155   MT  0.99966610   -0 36 42.9
 AA4608
 AA4608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4608!SPC WI S     -   0.99997208  x   0.99996586  =   0.99993794
 AA4608!UTM  16      -   0.99997208  x   0.99966610  =   0.99963819
 AA4608
 AA4608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2669653664(NAD 83)
 AA4608
 AA4608                          SUPERSEDED SURVEY CONTROL
 AA4608
 AA4608  NAD 83(2007)-  42 55 55.49911(N)    087 53 54.06076(W) AD(2002.00) 0
 AA4608  ELLIP H (02/10/07)  178.090  (m)                       GP(2002.00)    
 AA4608  NAD 83(1997)-  42 55 55.49931(N)    087 53 54.06106(W) AD(       ) 1
 AA4608  ELLIP H (05/03/99)  178.102  (m)                       GP(       ) 4 1
 AA4608  NAD 83(1991)-  42 55 55.49863(N)    087 53 54.05851(W) AD(       ) 1
 AA4608  ELLIP H (09/30/94)  178.199  (m)                       GP(       ) 4 2
 AA4608  NGVD 29             213.15   (m)          699.3    (f) LEVELING    3  
 AA4608
 AA4608.Superseded values are not recommended for survey control.
 AA4608
 AA4608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4608.See file dsdata.pdf to determine how the superseded data were derived.
 AA4608
 AA4608_MARKER: DD = SURVEY DISK
 AA4608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4608_STAMPING: B3 MKE 1976
 AA4608_MARK LOGO: NOS
 AA4608_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4608+STABILITY: SURFACE MOTION
 AA4608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4608+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2000
 AA4608
 AA4608  HISTORY     - Date     Condition        Report By
 AA4608  HISTORY     - 1976     MONUMENTED       NOS
 AA4608  HISTORY     - 19920805 GOOD             NGS
 AA4608  HISTORY     - 20000720 GOOD             NGS
 AA4608
 AA4608                          STATION DESCRIPTION
 AA4608
 AA4608'DESCRIBED BY NATIONAL OCEAN SERVICE 1976 (AMS)
 AA4608'THE STATION IS LOCATED AT THE SOUTH END OF GENERAL MITCHELL
 AA4608'INTERNATIONAL AIRPORT IN MILWAUKEE, WI. THE STATION IS LOCATED IN THE
 AA4608'GRASS AREA BETWEEN TAXIWAY AND RUNWAY 1L-19R.  THE STATION IS 159.7 FT
 AA4608'(48.7 M) WEST OF THE WEST EDGE OF RUNWAY 1R-19L, 159.5 FT (48.6 M)
 AA4608'NORTH OF THE CURVED PORTION OF THE CONCRETE TAXIWAY, AND 155.5 FT
 AA4608'(47.4 M) EAST OF THE EAST EDGE OF A CONCRETE TAXIWAY. THE STATION IS A
 AA4608'STANDARD NOS DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA4608'STATION WAS RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS
 AA4608'PARTY. ACCESS TO THE AIRPORT AND THE STATION MAY BE OBTAINED BY
 AA4608'CONTACTING THE AIRPORT MANAGERS OFFICE, 5300 SOUTH HOWELL AVENUE,
 AA4608'MILWAUKEE, WI 53207.
 AA4608
 AA4608                          STATION RECOVERY (1992)
 AA4608
 AA4608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AA4608'STATION IS LOCATED AT GENERAL MITCHELL FIELD NEAR RUNWAY END 1L.
 AA4608'STATION IS NEAR CENTER OF ARC, 159.5 FT (48.6 M) NORTH OF THE NORTH
 AA4608'CURVED PORTION OF A CONCRETE TAXIWAY, 159.7 FT (48.7 M) WEST OF THE
 AA4608'WEST EDGE OF RUNWAY 1L-19R, AND 155.5 FT (47.4 M) EAST OF THE EAST
 AA4608'EDGE OF A CONCRETE TAXIWAY.  STATION IS A STANDARD NOS DISK,
 AA4608'STAMPED---B 3 MKE 1976---, AND SET FLUSH WITH THE GROUND.
 AA4608
 AA4608                          STATION RECOVERY (2000)
 AA4608
 AA4608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AA4608'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 AA4608'(SACS) .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0087 ***********************************************************************
 PO0087  DESIGNATION -  BABCOCK
 PO0087  PID         -  PO0087
 PO0087  STATE/COUNTY-  WI/WOOD
 PO0087  COUNTRY     -  US
 PO0087  USGS QUAD   -  BABCOCK (2018)
 PO0087
 PO0087                         *CURRENT SURVEY CONTROL
 PO0087  ______________________________________________________________________
 PO0087* NAD 83(1991) POSITION- 44 18 05.77271(N) 090 06 34.05101(W)   ADJUSTED
 PO0087* NAVD 88 ORTHO HEIGHT -   297.268 (meters)      975.29  (feet) ADJUSTED
 PO0087  ______________________________________________________________________
 PO0087  GEOID HEIGHT    -        -34.756 (meters)                     GEOID18
 PO0087  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 PO0087  DYNAMIC HEIGHT  -        297.214 (meters)      975.11  (feet) COMP
 PO0087  MODELED GRAVITY -    980,428.0   (mgal)                       NAVD 88
 PO0087
 PO0087  HORZ ORDER      -  FIRST
 PO0087  VERT ORDER      -  FIRST     CLASS II
 PO0087
 PO0087.The horizontal coordinates were established by classical geodetic methods
 PO0087.and adjusted by the National Geodetic Survey in November 1991.
 PO0087
 PO0087.The orthometric height was determined by differential leveling and
 PO0087.adjusted by the NATIONAL GEODETIC SURVEY
 PO0087.in June 1991.
 PO0087
 PO0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0087.GEOID18 height accuracy estimate available here.
 PO0087
 PO0087.Click photographs - Photos may exist for this station.
 PO0087
 PO0087.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0087
 PO0087.The dynamic height is computed by dividing the NAVD 88
 PO0087.geopotential number by the normal gravity value computed on the
 PO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0087.degrees latitude (g = 980.6199 gals.).
 PO0087
 PO0087.The modeled gravity was interpolated from observed gravity values.
 PO0087
 PO0087. The following values were computed from the NAD 83(1991) position.
 PO0087
 PO0087;                    North         East     Units Scale Factor Converg.
 PO0087;SPC WI C     -    52,039.253   591,265.421   MT  0.99999064   -0 04 38.0
 PO0087;SPC WI C     -   170,732.12  1,939,843.30   sFT  0.99999064   -0 04 38.0
 PO0087;SPC WI S     -   255,706.199   591,264.848   MT  1.00005621   -0 04 30.8
 PO0087;SPC WI S     -   838,929.42  1,939,841.42   sFT  1.00005621   -0 04 30.8
 PO0087;UTM  15      - 4,909,436.104   730,571.922   MT  1.00025387   +2 01 11.1
 PO0087
 PO0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0087!SPC WI C     -   0.99995884  x   0.99999064  =   0.99994948
 PO0087!SPC WI S     -   0.99995884  x   1.00005621  =   1.00001505
 PO0087!UTM  15      -   0.99995884  x   1.00025387  =   1.00021270
 PO0087
 PO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3057109436(NAD 83)
 PO0087
 PO0087|---------------------------------------------------------------------|
 PO0087| PID    Reference Object                     Distance      Geod. Az  |
 PO0087|                                                           dddmmss.s |
 PO0087| CJ4205 BABCOCK RM 1                                       26524     |
 PO0087| CJ4206 BABCOCK RM 2                                       34232     |
 PO0087|---------------------------------------------------------------------|
 PO0087
 PO0087                          SUPERSEDED SURVEY CONTROL
 PO0087
 PO0087  NAD 83(1986)-  44 18 05.77177(N)    090 06 34.05915(W) AD(       ) 1
 PO0087  NAD 27      -  44 18 05.88665(N)    090 06 33.58162(W) AD(       ) 1
 PO0087  NGVD 29 (??/??/92)  297.289  (m)          975.36   (f) ADJ UNCH    1 2
 PO0087  NGVD 29             297.29   (m)          975.4    (f) LEVELING    3  
 PO0087
 PO0087.Superseded values are not recommended for survey control.
 PO0087
 PO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0087.See file dsdata.pdf to determine how the superseded data were derived.
 PO0087
 PO0087_MARKER: DE = TRAVERSE STATION DISK
 PO0087_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PO0087_SP_SET: PLATFORM
 PO0087_STAMPING: BABCOCK 1926
 PO0087_MARK LOGO: CGS
 PO0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0087
 PO0087  HISTORY     - Date     Condition        Report By
 PO0087  HISTORY     - 1926     MONUMENTED       CGS
 PO0087  HISTORY     - 1930     GOOD             CGS
 PO0087  HISTORY     - 1930     GOOD             CGS
 PO0087  HISTORY     - 1935     GOOD             CGS
 PO0087  HISTORY     - 1985     MARK NOT FOUND   NGS
 PO0087
 PO0087                          STATION DESCRIPTION
 PO0087
 PO0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0087'STATION IS LOCATED AT BABCOCK, 121 FEET E OF DEPOT, 3 FEET
 PO0087'W OF E END AND IN CENTER OF CONCRETE PLATFORM BETWEEN MAIN
 PO0087'TRACK AND SIDING.  OFFSET 9.267 FEET N OF S RAIL.
 PO0087'
 PO0087'STATION MARK IS A STANDARD DISK CEMENTED IN DRILL HOLE IN
 PO0087'PLATFORM.
 PO0087
 PO0087                          STATION RECOVERY (1930)
 PO0087
 PO0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0087'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PO0087'ADEQUATE.
 PO0087
 PO0087                          STATION RECOVERY (1930)
 PO0087
 PO0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PO0087'AT BABCOCK.
 PO0087'AT DEPOT AT BABCOCK ON THE CHICAGO, MILWAUKEE AND ST. PAUL
 PO0087'RAILROAD, AT THE DEPOT OF THE ABOVE RAILROAD AT BABCOCK, 121 FEET
 PO0087'EAST OF THE DEPOT, 3 FEET WEST OF THE EAST END AND IN CENTER OF
 PO0087'CONCRETE PLATFORM BETWEEN MAIN TRACK AND SIDING, STANDARD TRAVERSE
 PO0087'STATION DISC SET IN DRILL HOLE.  NOTE-- 85.5 FT E OF THE E
 PO0087'END OF THE CHICAGO, MILWAUKEE ST PAUL AND PACIFIC RR STATION.
 PO0087
 PO0087                          STATION RECOVERY (1935)
 PO0087
 PO0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 PO0087'RECOVERED IN GOOD CONDITION.
 PO0087
 PO0087                          STATION RECOVERY (1985)
 PO0087
 PO0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0501 ***********************************************************************
 PO0501  DESIGNATION -  BABCOCK 2
 PO0501  PID         -  PO0501
 PO0501  STATE/COUNTY-  WI/WOOD
 PO0501  COUNTRY     -  US
 PO0501  USGS QUAD   -  BABCOCK (2018)
 PO0501
 PO0501                         *CURRENT SURVEY CONTROL
 PO0501  ______________________________________________________________________
 PO0501* NAD 83(1991) POSITION- 44 18 06.02652(N) 090 06 35.57782(W)   ADJUSTED
 PO0501* NAVD 88 ORTHO HEIGHT -   296.977 (meters)      974.33  (feet) ADJUSTED
 PO0501  ______________________________________________________________________
 PO0501  GEOID HEIGHT    -        -34.755 (meters)                     GEOID18
 PO0501  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 PO0501  DYNAMIC HEIGHT  -        296.923 (meters)      974.15  (feet) COMP
 PO0501  MODELED GRAVITY -    980,428.1   (mgal)                       NAVD 88
 PO0501
 PO0501  HORZ ORDER      -  SECOND
 PO0501  VERT ORDER      -  SECOND    CLASS I
 PO0501
 PO0501.The horizontal coordinates were established by classical geodetic methods
 PO0501.and adjusted by the National Geodetic Survey in November 1991.
 PO0501
 PO0501.The orthometric height was determined by differential leveling and
 PO0501.adjusted by the WI DEPT OF TRANSP
 PO0501.in May 2012.
 PO0501
 PO0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0501.GEOID18 height accuracy estimate available here.
 PO0501
 PO0501.Click photographs - Photos may exist for this station.
 PO0501
 PO0501.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0501
 PO0501.The dynamic height is computed by dividing the NAVD 88
 PO0501.geopotential number by the normal gravity value computed on the
 PO0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0501.degrees latitude (g = 980.6199 gals.).
 PO0501
 PO0501.The modeled gravity was interpolated from observed gravity values.
 PO0501
 PO0501. The following values were computed from the NAD 83(1991) position.
 PO0501
 PO0501;                    North         East     Units Scale Factor Converg.
 PO0501;SPC WI C     -    52,047.133   591,231.588   MT  0.99999063   -0 04 39.1
 PO0501;SPC WI C     -   170,757.97  1,939,732.30   sFT  0.99999063   -0 04 39.1
 PO0501;UTM  15      - 4,909,442.742   730,537.814   MT  1.00025367   +2 01 10.0
 PO0501
 PO0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0501!SPC WI C     -   0.99995889  x   0.99999063  =   0.99994952
 PO0501!UTM  15      -   0.99995889  x   1.00025367  =   1.00021254
 PO0501
 PO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3053709442(NAD 83)
 PO0501
 PO0501                          SUPERSEDED SURVEY CONTROL
 PO0501
 PO0501  NAD 83(1986)-  44 18 06.02426(N)    090 06 35.58541(W) AD(       ) 2
 PO0501  NAD 27      -  44 18 06.15808(N)    090 06 35.10359(W) AD(       ) 2
 PO0501  NAVD 88 (04/20/07)  296.964  (m)          974.29   (f) SUPERSEDED  2 1
 PO0501  NAVD 88 (06/15/91)  296.976  (m)          974.33   (f) SUPERSEDED  1 2
 PO0501  NGVD 29             297.00   (m)          974.4    (f) LEVELING    3  
 PO0501
 PO0501.Superseded values are not recommended for survey control.
 PO0501
 PO0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0501.See file dsdata.pdf to determine how the superseded data were derived.
 PO0501
 PO0501_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0501_STAMPING: BABCOCK 2 1981
 PO0501_MARK LOGO: NGS
 PO0501_PROJECTION: RECESSED 2 CENTIMETERS
 PO0501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0501+STABILITY: SURFACE MOTION
 PO0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0501+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2010
 PO0501
 PO0501  HISTORY     - Date     Condition        Report By
 PO0501  HISTORY     - 1981     MONUMENTED       NGS
 PO0501  HISTORY     - 1985     GOOD             NGS
 PO0501  HISTORY     - 19940430 GOOD             USPSQD
 PO0501  HISTORY     - 19970815 GOOD             NGS
 PO0501  HISTORY     - 2004     GOOD             WIDT
 PO0501  HISTORY     - 20100921 GOOD             WIDT
 PO0501
 PO0501                          STATION DESCRIPTION
 PO0501
 PO0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0501'THE STATION IS LOCATED IN THE TOWN OF BABCOCK, IN THE
 PO0501'NW1/4,S14,T21N,R3E OF FINLEY TOWNSHIP.  OWNERSHIP--TOWN OF BABCOCK,
 PO0501'MR. CAL BEISE, TOWN CHAIRMAN, BABCOCK, WI, TELEPHONE 715-884-2238.
 PO0501'
 PO0501'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL COMMUNITY OF
 PO0501'BABCOCK, GO SOUTH ON STATE HIGHWAY 173 AND 80 FOR 0.1 KM (0.05 MI) TO
 PO0501'BABCOCK PARK.  CONTINUE SOUTH ON A GRAVEL STREET FOR 0.1 KM (0.05 MI)
 PO0501'TO THE STATION ON THE LEFT.
 PO0501'
 PO0501'THE STATION IS A STANDARD NGS DISK STAMPED---BABCOCK 2 1981---, SET
 PO0501'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 2
 PO0501'CM BELOW THE GROUND.  IT IS LOCATED 36.88 METERS (121.0 FT) SOUTH FROM
 PO0501'THE CENTER OF JUNEAU AVENUE, 17.07 METERS (56.0 FT) NORTH FROM THE
 PO0501'NORTH RAIL OF THE MAIN RAILROAD TRACKS AND 4.0 METERS (13.1 FT)
 PO0501'SOUTHWEST FROM A 12-INCH PINE TREE.
 PO0501'
 PO0501'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK STAMPED
 PO0501'---BABCOCK 1926 NO 3 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE
 PO0501'1.2 METERS BELOW THE SURFACE.
 PO0501'
 PO0501'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK STAMPED
 PO0501'---BABCOCK NO 1 1926---, CEMENTED IN A DRILLED HOLE IN A CONCRETE SLAB
 PO0501'OF 1.0 METERS LARGEST DEMENSION.  IT IS LOCATED 13.6 METERS (44.6 FT)
 PO0501'SOUTH FROM A 12-INCH PINE TREE AND 5.7 METERS (18.7 FT) NORTH FROM THE
 PO0501'NORTH RAIL OF THE MAIN RAILROAD TRACK.  THE MARK IS ABOVE STATION 0.3
 PO0501'METERS.
 PO0501'
 PO0501'REFERENCE MARK NUMBER 02 IS A STANDARD CGS BENCH MARK DISK STAMPED
 PO0501'---K9 1930 975.333 FEET---, SET INTO THE TOP OF A SQUARE CONCRETE
 PO0501'MONUMENT 28 CM ON A SIDE FLUSH WITH GROUND.  IT IS LOCATED 11.5 METERS
 PO0501'(37.7 FT) NORTH FROM THE NORTH RAIL, 11.45 METERS (37.6 FT) EAST FROM
 PO0501'A 12-INCH PINE TREE AND 9.2 METERS (30.2 FT) SOUTHWEST FROM A 30-INCH
 PO0501'OAK TREE.  THE MARK IS ABOVE STATION 0.28 METERS.
 PO0501'
 PO0501'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23.6 METERS. (G-MAST).
 PO0501
 PO0501                          STATION RECOVERY (1985)
 PO0501
 PO0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0501'IN BABCOCK, AT THE INTERSECTION OF MAIN STREET AND JUNEAU AVENUE, NEAR
 PO0501'THE SOUTHWEST CORNER OF THE CITY PARK, 54.9 M (180.1 FT) EAST OF BENCH
 PO0501'MARK K 9, 36.9 M (121.1 FT) SOUTH OF THE CENTER OF THE AVENUE, 28.4 M
 PO0501'(93.2 FT) EAST OF THE EXTENDED CENTERLINE OF THE STREET, 17.1 M
 PO0501'(56.1 FT) NORTH OF THE NEAR RAIL OF THE CHICAGO, MILWAUKEE, ST PAUL,
 PO0501'AND PACIFIC RAILROAD, AND 4.0 M (13.1 FT) SOUTHWEST OF A 12-INCH PINE
 PO0501'TREE.  IT IS 8.1 METERS NORTH FROM A WITNESS POST AND FENCE AND IS
 PO0501'ABOUT LEVEL WITH THE STREET.
 PO0501
 PO0501                          STATION RECOVERY (1994)
 PO0501
 PO0501'RECOVERY NOTE BY US POWER SQUADRON 1994
 PO0501'RECOVERED IN GOOD CONDITION.
 PO0501
 PO0501                          STATION RECOVERY (1997)
 PO0501
 PO0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0501'RECOVERED AS DESCRIBED.
 PO0501
 PO0501                          STATION RECOVERY (2004)
 PO0501
 PO0501'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0501'RECOVERED AS DESCRIBED.
 PO0501
 PO0501                          STATION RECOVERY (2010)
 PO0501
 PO0501'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PO0501'RECOVERED IN GOOD CONDITION.  NOTE---THE DIAMETER OF THE PINE TREE IN
 PO0501'THE 1985 DESCRIPTION IS NOW 24 INCHES (60 CM).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0049 ***********************************************************************
 QM0049  DESIGNATION -  BABE
 QM0049  PID         -  QM0049
 QM0049  STATE/COUNTY-  WI/OCONTO
 QM0049  COUNTRY     -  US
 QM0049  USGS QUAD   -  MOUNTAIN (2018)
 QM0049
 QM0049                         *CURRENT SURVEY CONTROL
 QM0049  ______________________________________________________________________
 QM0049* NAD 83(1991) POSITION- 45 08 44.02073(N) 088 28 19.48670(W)   ADJUSTED
 QM0049* NAVD 88 ORTHO HEIGHT -   279.654 (meters)      917.50  (feet) ADJUSTED
 QM0049  ______________________________________________________________________
 QM0049  GEOID HEIGHT    -        -35.804 (meters)                     GEOID18
 QM0049  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 QM0049  DYNAMIC HEIGHT  -        279.625 (meters)      917.40  (feet) COMP
 QM0049  MODELED GRAVITY -    980,506.1   (mgal)                       NAVD 88
 QM0049
 QM0049  HORZ ORDER      -  FIRST
 QM0049  VERT ORDER      -  FIRST     CLASS II
 QM0049
 QM0049.The horizontal coordinates were established by classical geodetic methods
 QM0049.and adjusted by the National Geodetic Survey in November 1991.
 QM0049
 QM0049.The orthometric height was determined by differential leveling and
 QM0049.adjusted by the NATIONAL GEODETIC SURVEY
 QM0049.in June 1991.
 QM0049
 QM0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0049.GEOID18 height accuracy estimate available here.
 QM0049
 QM0049.Click photographs - Photos may exist for this station.
 QM0049
 QM0049.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0049
 QM0049.The dynamic height is computed by dividing the NAVD 88
 QM0049.geopotential number by the normal gravity value computed on the
 QM0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0049.degrees latitude (g = 980.6199 gals.).
 QM0049
 QM0049.The modeled gravity was interpolated from observed gravity values.
 QM0049
 QM0049. The following values were computed from the NAD 83(1991) position.
 QM0049
 QM0049;                    North         East     Units Scale Factor Converg.
 QM0049;SPC WI C     -   146,945.373   720,153.371   MT  0.99995174   +1 04 41.0
 QM0049;SPC WI C     -   482,103.28  2,362,703.18   sFT  0.99995174   +1 04 41.0
 QM0049;UTM  16      - 5,000,174.650   384,271.796   MT  0.99976468   -1 02 37.2
 QM0049
 QM0049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0049!SPC WI C     -   0.99996177  x   0.99995174  =   0.99991351
 QM0049!UTM  16      -   0.99996177  x   0.99976468  =   0.99972646
 QM0049
 QM0049:                Primary Azimuth Mark                     Grid Az
 QM0049:SPC WI C     -  DIXIE                                    154 10 37.7
 QM0049:UTM  16      -  DIXIE                                    156 17 55.9
 QM0049
 QM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8427100174(NAD 83)
 QM0049
 QM0049|---------------------------------------------------------------------|
 QM0049| PID    Reference Object                     Distance      Geod. Az  |
 QM0049|                                                           dddmmss.s |
 QM0049| QM0050 DIXIE                               APPROX. 2.5 KM 1551518.7 |
 QM0049| QM0048 CURVE                               376.361 METERS 35335     |
 QM0049|---------------------------------------------------------------------|
 QM0049
 QM0049                          SUPERSEDED SURVEY CONTROL
 QM0049
 QM0049  NAD 83(1986)-  45 08 44.03066(N)    088 28 19.53322(W) AD(       ) 1
 QM0049  NAD 27      -  45 08 44.07800(N)    088 28 19.13300(W) AD(       ) 1
 QM0049  USSD        -  45 08 44.18000(N)    088 28 18.93700(W) AD(       ) 3
 QM0049  NGVD 29 (??/??/92)  279.657  (m)          917.51   (f) ADJ UNCH    1 2
 QM0049  NGVD 29             279.66   (m)          917.5    (f) LEVELING    3  
 QM0049
 QM0049.Superseded values are not recommended for survey control.
 QM0049
 QM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0049.See file dsdata.pdf to determine how the superseded data were derived.
 QM0049
 QM0049_MARKER: DS = TRIANGULATION STATION DISK
 QM0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0049_STAMPING: BABE 1921
 QM0049_MARK LOGO: CGS
 QM0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0049+STABILITY: SURFACE MOTION
 QM0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0049+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2006
 QM0049
 QM0049  HISTORY     - Date     Condition        Report By
 QM0049  HISTORY     - 1921     MONUMENTED       CGS
 QM0049  HISTORY     - 1922     GOOD             CGS
 QM0049  HISTORY     - 1928     GOOD             CGS
 QM0049  HISTORY     - 1934     GOOD             CGS
 QM0049  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0049  HISTORY     - 20061027 GOOD             GEOCAC
 QM0049
 QM0049                          STATION DESCRIPTION
 QM0049
 QM0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0049'STATION IS ABOUT 1-1/2 MILES N OF BONITA, 135 METERS N OF
 QM0049'RAILROAD BRIDGE NO. 50, ON THE W SIDE OF THE CHICAGO AND
 QM0049'NORTHWESTERN RAILWAY, 26.6 METERS (87.29 FEET) W OF THE W
 QM0049'RAIL.
 QM0049'
 QM0049'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0049'DISKS SET IN CONCRETE.
 QM0049
 QM0049                          STATION RECOVERY (1922)
 QM0049
 QM0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0049'2 MI N FROM BONITA.
 QM0049'ABOUT 2 MILES NORTH OF BONITA, 135 METERS NORTH OF RAILROAD
 QM0049'BRIDGE 50, ON THE WEST SIDE OF THE C. AND N.W. RAILROAD, 26.6
 QM0049'METERS (87.29 FEET) WEST OF THE WEST RAIL.
 QM0049
 QM0049                          STATION RECOVERY (1928)
 QM0049
 QM0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 QM0049'DESCRIPTION ADEQUATE.  MARK FOUND IN GOOD CONDITION.
 QM0049'
 QM0049'THE FOLLOWING DIRECTIONS WILL AID GREATLY IN RECOVERING
 QM0049'STATION--AT MOUNTAIN, WISCONSIN, CONTINUE S ON HIGHWAY 32 FOR A
 QM0049'DISTANCE OF 3 MILES.  AT THIS POINT A WHITE SCHOOLHOUSE WILL
 QM0049'BE FOUND ON THE RIGHT SIDE OF THE ROAD.  AT THE SCHOOLHOUSE
 QM0049'TURN RIGHT AND CONTINUE FOR A DISTANCE OF 1/4 MILE.
 QM0049'
 QM0049'THE MARK WILL BE FOUND 20 METERS N OF THE INTERSECTION OF THIS
 QM0049'ROAD AND THE RAILROAD TRACKS AND 26.6 METERS (87.29 FEET) W
 QM0049'OF W RAIL.
 QM0049
 QM0049                          STATION RECOVERY (1934)
 QM0049
 QM0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0049'RECOVERED IN GOOD CONDITION.
 QM0049
 QM0049                          STATION RECOVERY (1985)
 QM0049
 QM0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0049'MARK NOT FOUND.
 QM0049
 QM0049                          STATION RECOVERY (2006)
 QM0049
 QM0049'RECOVERY NOTE BY GEOCACHING 2006 (RFC)
 QM0049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0168 ***********************************************************************
 PN0168  DESIGNATION -  BABE
 PN0168  PID         -  PN0168
 PN0168  STATE/COUNTY-  WI/OUTAGAMIE
 PN0168  COUNTRY     -  US
 PN0168  USGS QUAD   -  BLACK CREEK (2018)
 PN0168
 PN0168                         *CURRENT SURVEY CONTROL
 PN0168  ______________________________________________________________________
 PN0168* NAD 83(1991) POSITION- 44 29 09.05126(N) 088 24 54.84906(W)   ADJUSTED
 PN0168* NAVD 88 ORTHO HEIGHT -   241.953 (meters)      793.81  (feet) ADJUSTED
 PN0168  ______________________________________________________________________
 PN0168  GEOID HEIGHT    -        -36.291 (meters)                     GEOID18
 PN0168  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 PN0168  DYNAMIC HEIGHT  -        241.918 (meters)      793.69  (feet) COMP
 PN0168  MODELED GRAVITY -    980,469.2   (mgal)                       NAVD 88
 PN0168
 PN0168  HORZ ORDER      -  FIRST
 PN0168  VERT ORDER      -  SECOND    CLASS I
 PN0168
 PN0168.The horizontal coordinates were established by classical geodetic methods
 PN0168.and adjusted by the National Geodetic Survey in November 1991.
 PN0168
 PN0168.The orthometric height was determined by differential leveling and
 PN0168.adjusted by the WI DEPT OF TRANSP
 PN0168.in May 2012.
 PN0168
 PN0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0168.GEOID18 height accuracy estimate available here.
 PN0168
 PN0168.Click photographs - Photos may exist for this station.
 PN0168
 PN0168.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0168
 PN0168.The dynamic height is computed by dividing the NAVD 88
 PN0168.geopotential number by the normal gravity value computed on the
 PN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0168.degrees latitude (g = 980.6199 gals.).
 PN0168
 PN0168.The modeled gravity was interpolated from observed gravity values.
 PN0168
 PN0168. The following values were computed from the NAD 83(1991) position.
 PN0168
 PN0168;                    North         East     Units Scale Factor Converg.
 PN0168;SPC WI C     -    73,736.124   726,053.514   MT  0.99996377   +1 07 05.4
 PN0168;SPC WI C     -   241,915.93  2,382,060.57   sFT  0.99996377   +1 07 05.4
 PN0168;UTM  16      - 4,926,811.174   387,464.497   MT  0.99975574   -0 59 30.5
 PN0168
 PN0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0168!SPC WI C     -   0.99996775  x   0.99996377  =   0.99993153
 PN0168!UTM  16      -   0.99996775  x   0.99975574  =   0.99972350
 PN0168
 PN0168:                Primary Azimuth Mark                     Grid Az
 PN0168:SPC WI C     -  BLACK                                    246 37 45.6
 PN0168:UTM  16      -  BLACK                                    248 44 21.5
 PN0168
 PN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8746426811(NAD 83)
 PN0168
 PN0168|---------------------------------------------------------------------|
 PN0168| PID    Reference Object                     Distance      Geod. Az  |
 PN0168|                                                           dddmmss.s |
 PN0168| CJ4207 BABE RM 1                            17.740 METERS 05407     |
 PN0168| CJ4208 BABE RM 2                            19.500 METERS 12323     |
 PN0168| PN0704 BLACK                               APPROX. 4.6 KM 2474451.0 |
 PN0168|---------------------------------------------------------------------|
 PN0168
 PN0168                          SUPERSEDED SURVEY CONTROL
 PN0168
 PN0168  NAD 83(1986)-  44 29 09.04321(N)    088 24 54.83585(W) AD(       ) 1
 PN0168  NAD 27      -  44 29 09.09700(N)    088 24 54.47000(W) AD(       ) 1
 PN0168  NAVD 88 (04/20/07)  241.922  (m)          793.71   (f) SUPERSEDED  2 1
 PN0168  NAVD 88 (06/15/91)  241.943  (m)          793.77   (f) SUPERSEDED  1 2
 PN0168  NGVD 29 (??/??/92)  241.978  (m)          793.89   (f) ADJ UNCH    1 2
 PN0168  NGVD 29             241.98   (m)          793.9    (f) LEVELING    3  
 PN0168
 PN0168.Superseded values are not recommended for survey control.
 PN0168
 PN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0168.See file dsdata.pdf to determine how the superseded data were derived.
 PN0168
 PN0168_MARKER: DE = TRAVERSE STATION DISK
 PN0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0168_STAMPING: BABE 1926
 PN0168_MARK LOGO: CGS
 PN0168_PROJECTION: PROJECTING 10 CENTIMETERS
 PN0168_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0168+STABILITY: SURFACE MOTION
 PN0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0168+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2006
 PN0168
 PN0168  HISTORY     - Date     Condition        Report By
 PN0168  HISTORY     - 1926     MONUMENTED       CGS
 PN0168  HISTORY     - 1930     GOOD             CGS
 PN0168  HISTORY     - 1930     GOOD             CGS
 PN0168  HISTORY     - 1985     GOOD             NGS
 PN0168  HISTORY     - 20001220 GOOD             WIDT
 PN0168  HISTORY     - 20011103 GOOD             USPSQD
 PN0168  HISTORY     - 20030611 GOOD             USPSQD
 PN0168  HISTORY     - 20050726 GOOD             WIDT
 PN0168  HISTORY     - 20061013 GOOD             USPSQD
 PN0168
 PN0168                          STATION DESCRIPTION
 PN0168
 PN0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0168'THIS STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ABOUT
 PN0168'1-3/4 MILES E OF BLACK CREEK, ON THE S BANK OF CUT, 100 FEET
 PN0168'E OF ROAD CROSSING LEADING TO LONE OAK FARM, 33.2 FEET S OF S
 PN0168'RAIL OF TRACK AND 9.0 FEET N OF RIGHT-OF-WAY FENCE.
 PN0168'
 PN0168'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 PN0168'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0168'
 PN0168'REFERENCE MARK NO. 1 IS W OF STATION AT INTERSECTION OF S
 PN0168'RIGHT-OF-WAY FENCE AND ROAD FENCE.  REFERENCE MARK NO. 2 IS NW
 PN0168'FROM STATION AT THE CORNER OF SNOW FENCE WHICH IS BETWEEN
 PN0168'HIGHWAY 54 AND TRACK.
 PN0168
 PN0168                          STATION RECOVERY (1930)
 PN0168
 PN0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0168'STATION MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 PN0168'DESCRIPTION IS ADEQUATE.
 PN0168
 PN0168                          STATION RECOVERY (1930)
 PN0168
 PN0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0168'1.7 MI E FROM BLACK CREEK.
 PN0168'1.7 MILES EAST ALONG THE RAILROAD ON THE GREEN BAY AND WESTERN
 PN0168'RAILROAD, 1.7 MILES EAST OF THE STATION AT BLACK CREEK, ON SOUTH
 PN0168'BANK OF CUT, 100 FEET EAST OF ROAD CROSSING LEADING TO LONE
 PN0168'OAK FARM, 33 FEET SOUTH OF THE TRACKS, 9 FEET NORTH OF THE
 PN0168'RIGHT OF WAY FENCE, STANDARD TRAVERSE MARK SET IN CONCRETE.
 PN0168
 PN0168                          STATION RECOVERY (1985)
 PN0168
 PN0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0168'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  28.1 KM
 PN0168'(17.45 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION WITH U.S.
 PN0168'HIGHWAY 41 IN GREEN BAY, 44.0 M (144.4 FT) SOUTHEAST OF THE CENTERLINE
 PN0168'OF THE HIGHWAY, 26.9 M (88.3 FT) EAST OF THE CENTER OF COUNTY ROAD PP,
 PN0168'13.4 M (44.0 FT) NORTHEAST OF UTILITY POLE NUMBER 78 45 2684, 10.1 M
 PN0168'(33.1 FT) SOUTHEAST OF THE NEAR RAIL OF THE GREEN BAY AND WESTERN
 PN0168'RAILROAD, AND 2.8 M (9.2 FT) NORTHWEST OF A FENCE.
 PN0168'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PN0168'THE MARK IS 0.9 M ABOVE THE TRACKS.
 PN0168
 PN0168                          STATION RECOVERY (2000)
 PN0168
 PN0168'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0168'THE STATION IS LOCATED ABOUT 31 KM WEST-SOUTHWEST OF GREEN BAY, 8 KM
 PN0168'WEST OF SEYMOUR AND 3 KM EAST OF BLACK CREEK. OWNERSHIP--OUTAGAMIE
 PN0168'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47
 PN0168'WITH STATE HIGHWAY 54 IN THE VILLAGE OF BLACK CREEK, GO EAST ON STATE
 PN0168'HIGHWAY 54 FOR 3.1 KM TO COUNTY HIGHWAY PP AND THE STATION ON THE
 PN0168'RIGHT.   THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY TRAVERSE
 PN0168'STATION DISK SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST AND ABOUT
 PN0168'0.5 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 24.7 M EAST OF THE
 PN0168'CENTERLINE OF COUNTY HIGHWAY PP, 13.1 M NORTHEAST OF POWER POLE
 PN0168'--78-2684--, 11.0 M SOUTH OF THE CENTER OF THE RAILROAD TRACKS, 10.3
 PN0168'M NORTHEAST OF A GREEN POWER BOX --93-U-2145--, AND 0.1 M WEST OF A
 PN0168'ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO
 PN0168'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 PN0168'HORIZON EXCEPT FOR A POWER POLE TO THE SOUTHWEST EXTENDING TO 40
 PN0168'DEGREES.
 PN0168
 PN0168                          STATION RECOVERY (2001)
 PN0168
 PN0168'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0168'RECOVERED IN GOOD CONDITION.
 PN0168
 PN0168                          STATION RECOVERY (2003)
 PN0168
 PN0168'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0168'RECOVERED IN GOOD CONDITION.  NOTE-- THE GREEN BAY AND WESTERN RAILWAY
 PN0168'IS ABANDONED AND BEING TORN UP.  THE STATION PROJECTS 3 INCHES ABOVE
 PN0168'GROUND LEVEL.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND.
 PN0168
 PN0168                          STATION RECOVERY (2005)
 PN0168
 PN0168'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0168'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 PN0168'EAST, AND 1.0 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 PN0168
 PN0168                          STATION RECOVERY (2006)
 PN0168
 PN0168'RECOVERY NOTE BY US POWER SQUADRON 2006
 PN0168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0740 ***********************************************************************
 ON0740  DESIGNATION -  BACON
 ON0740  PID         -  ON0740
 ON0740  STATE/COUNTY-  WI/LA CROSSE
 ON0740  COUNTRY     -  US
 ON0740  USGS QUAD   -  WEST SALEM (2018)
 ON0740
 ON0740                         *CURRENT SURVEY CONTROL
 ON0740  ______________________________________________________________________
 ON0740* NAD 83(1996) POSITION- 43 53 29.80484(N) 091 00 34.67524(W)   ADJUSTED
 ON0740* NAVD 88 ORTHO HEIGHT -   230.65  (+/-2cm)      756.7   (feet) VERTCON3
 ON0740  ______________________________________________________________________
 ON0740  GEOID HEIGHT    -        -32.518 (meters)                     GEOID18
 ON0740  LAPLACE CORR    -         -6.73  (seconds)                    DEFLEC18
 ON0740  HORZ ORDER      -  FIRST
 ON0740  VERT ORDER      -  THIRD ? (See Below)
 ON0740
 ON0740.The horizontal coordinates were established by classical geodetic methods
 ON0740.and adjusted by the National Geodetic Survey in March 1999.
 ON0740
 ON0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0740
 ON0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0740.GEOID18 height accuracy estimate available here.
 ON0740
 ON0740.The vertical order pertains to the NGVD 29 superseded value.
 ON0740
 ON0740.Click photographs - Photos may exist for this station.
 ON0740
 ON0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON0740
 ON0740. The following values were computed from the NAD 83(1996) position.
 ON0740
 ON0740;                    North         East     Units Scale Factor Converg.
 ON0740;SPC WI S     -   210,635.388   518,878.472   MT  0.99996914   -0 41 37.4
 ON0740;SPC WI S     -   691,059.60  1,702,353.79   sFT  0.99996914   -0 41 37.4
 ON0740;UTM  15      - 4,861,760.116   659,867.495   MT  0.99991435   +1 22 48.7
 ON0740
 ON0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0740!SPC WI S     -   0.99996893  x   0.99996914  =   0.99993807
 ON0740!UTM  15      -   0.99996893  x   0.99991435  =   0.99988329
 ON0740
 ON0740:                Primary Azimuth Mark                     Grid Az
 ON0740:SPC WI S     -  BANGOR                                   092 46 55.0
 ON0740:UTM  15      -  BANGOR                                   090 42 28.9
 ON0740
 ON0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5986761760(NAD 83)
 ON0740
 ON0740|---------------------------------------------------------------------|
 ON0740| PID    Reference Object                     Distance      Geod. Az  |
 ON0740|                                                           dddmmss.s |
 ON0740| ON1169 BANGOR                              APPROX. 1.0 KM 0920517.6 |
 ON0740|---------------------------------------------------------------------|
 ON0740
 ON0740                          SUPERSEDED SURVEY CONTROL
 ON0740
 ON0740  NAD 83(1991)-  43 53 29.80279(N)    091 00 34.67513(W) AD(       ) 1
 ON0740  NAD 83(1986)-  43 53 29.80127(N)    091 00 34.68088(W) AD(       ) 1
 ON0740  NAD 27      -  43 53 29.92100(N)    091 00 34.19300(W) AD(       ) 1
 ON0740  NGVD 29             230.66   (m)          756.8    (f) LEVELING    3  
 ON0740
 ON0740.Superseded values are not recommended for survey control.
 ON0740
 ON0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0740.See file dsdata.pdf to determine how the superseded data were derived.
 ON0740
 ON0740_MARKER: DS = TRIANGULATION STATION DISK
 ON0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0740_STAMPING: BACON 1926
 ON0740_MARK LOGO: CGS
 ON0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0740+STABILITY: SURFACE MOTION
 ON0740
 ON0740  HISTORY     - Date     Condition        Report By
 ON0740  HISTORY     - 1926     MONUMENTED       CGS
 ON0740  HISTORY     - 1930     GOOD             CGS
 ON0740
 ON0740                          STATION DESCRIPTION
 ON0740
 ON0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 ON0740'STATION IS ON CURVE APPROXIMATELY 1 MILE W OF THE DEPOT AT
 ON0740'BANGOR, AT POINT OF INTERSECTION OF TANGENTS OF S RAIL OF
 ON0740'S TRACK FROM THE E AND N RAIL OF S TRACK FROM THE W, ON SLOPE
 ON0740'OF HILL OFF THE ROADBED TO THE S.
 ON0740'
 ON0740'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 ON0740'SET IN CONCRETE.
 ON0740
 ON0740                          STATION RECOVERY (1930)
 ON0740
 ON0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 ON0740'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 ON0740'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1307 ***********************************************************************
 NH1307  DESIGNATION -  BAD
 NH1307  PID         -  NH1307
 NH1307  STATE/COUNTY-  WI/DANE
 NH1307  COUNTRY     -  US
 NH1307  USGS QUAD   -  COOKSVILLE (2018)
 NH1307
 NH1307                         *CURRENT SURVEY CONTROL
 NH1307  ______________________________________________________________________
 NH1307* NAD 83(1991) POSITION- 42 51 43.07762(N) 089 14 18.17955(W)   ADJUSTED
 NH1307* NAD 83(1991) ELLIP HT-   250.696 (meters)        (10/21/99)   ADJUSTED
 NH1307* NAVD 88 ORTHO HEIGHT -   284.7   (meters)      934.    (feet) VERTCON3
 NH1307  ______________________________________________________________________
 NH1307  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 NH1307  NAD 83(1991) X  -     62,242.416 (meters)                     COMP
 NH1307  NAD 83(1991) Y  - -4,682,167.886 (meters)                     COMP
 NH1307  NAD 83(1991) Z  -  4,316,444.843 (meters)                     COMP
 NH1307  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 NH1307  HORZ ORDER      -  THIRD
 NH1307  ELLP ORDER      -  FOURTH    CLASS I
 NH1307
 NH1307.The horizontal coordinates were established by classical geodetic methods
 NH1307.and adjusted by the National Geodetic Survey in November 1991.
 NH1307
 NH1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1307
 NH1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1307.GEOID18 height accuracy estimate available here.
 NH1307
 NH1307.Click photographs - Photos may exist for this station.
 NH1307
 NH1307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1307
 NH1307.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1307
 NH1307.The ellipsoidal height was determined by GPS observations
 NH1307.and is referenced to NAD 83.
 NH1307
 NH1307. The following values were computed from the NAD 83(1991) position.
 NH1307
 NH1307;                    North         East     Units Scale Factor Converg.
 NH1307;SPC WI S     -    96,040.884   662,239.481   MT  0.99997655   +0 31 23.9
 NH1307;SPC WI S     -   315,094.13  2,172,697.36   sFT  0.99997655   +0 31 23.9
 NH1307;UTM  16      - 4,747,916.901   317,141.652   MT  1.00001137   -1 31 23.0
 NH1307
 NH1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1307!SPC WI S     -   0.99996069  x   0.99997655  =   0.99993724
 NH1307!UTM  16      -   0.99996069  x   1.00001137  =   0.99997206
 NH1307
 NH1307:                Primary Azimuth Mark                     Grid Az
 NH1307:SPC WI S     -  BAD AZ MK                                201 24 39.0
 NH1307:UTM  16      -  BAD AZ MK                                203 27 25.9
 NH1307
 NH1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1714147916(NAD 83)
 NH1307
 NH1307|---------------------------------------------------------------------|
 NH1307| PID    Reference Object                     Distance      Geod. Az  |
 NH1307|                                                           dddmmss.s |
 NH1307| NH1313 STOUGHTON MUNICIPAL TANK            APPROX. 6.7 KM 0152716.7 |
 NH1307| NH1314 STOUGHTON ARMOUR CO STACK           APPROX. 6.7 KM 0154853.3 |
 NH1307| NH1315 STOUGHTON OUR SAVIORS LUTH CH       APPROX. 7.0 KM 0184011.9 |
 NH1307| NH1316 UTICA RADIO STA KSE 29 TOWER        APPROX.13.6 KM 0352358.1 |
 NH1307| CJ7903 VICTORY PP 1                         24.201 METERS 07805     |
 NH1307| CI8949 BAD RM 1                             29.805 METERS 09943     |
 NH1307| CI8948 BAD AZ MK                                          2015602.9 |
 NH1307| CI8950 BAD RM 2                             23.584 METERS 26009     |
 NH1307| NH1385 BROOKLYN MUNICIPAL TANK             APPROX.10.9 KM 2654130.0 |
 NH1307|---------------------------------------------------------------------|
 NH1307
 NH1307                          SUPERSEDED SURVEY CONTROL
 NH1307
 NH1307  NAD 83(1986)-  42 51 43.06907(N)    089 14 18.18236(W) AD(       ) 3
 NH1307  NAD 27      -  42 51 43.06090(N)    089 14 17.76520(W) AD(       ) 3
 NH1307  NGVD 29 (04/21/89)  284.7    (m)  RAPSU86  model used  GPS OBS        
 NH1307
 NH1307.Superseded values are not recommended for survey control.
 NH1307
 NH1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1307.See file dsdata.pdf to determine how the superseded data were derived.
 NH1307
 NH1307_MARKER: DS = TRIANGULATION STATION DISK
 NH1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1307_STAMPING: BAD 1957
 NH1307_MARK LOGO: CGS
 NH1307_PROJECTION: FLUSH
 NH1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1307+STABILITY: SURFACE MOTION
 NH1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1307+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1988
 NH1307
 NH1307  HISTORY     - Date     Condition        Report By
 NH1307  HISTORY     - 1957     MONUMENTED       CGS
 NH1307  HISTORY     - 1957     GOOD             CGS
 NH1307  HISTORY     - 1982     GOOD             LOCENG
 NH1307  HISTORY     - 19880913 GOOD             NGS
 NH1307
 NH1307                          STATION DESCRIPTION
 NH1307
 NH1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1307'THE STATION IS ABOUT 4 MILES SOUTH OF STOUGHTON, ABOUT 6-1/2
 NH1307'MILES NORTHEAST OF EVANSVILLE, ON PROPERTY OWNED BY MR. GILMAN
 NH1307'LOFTUS AND ON THE HIGHEST POINT IN THE PASTURE EAST OF THE
 NH1307'BARN.  THE STATION IS 4 FEET WEST OF A WHITE WITNESS POST,
 NH1307'1 FOOT SOUTH OF A WIRE FENCE, AND 79 FEET WEST OF A FENCE
 NH1307'CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BAD 1957.
 NH1307'
 NH1307'TO REACH THE STATION FROM THE POST OFFICE IN STOUGHTON.  GO
 NH1307'WEST ON U.S. HIGHWAY 51 AND STATE HIGHWAY 106 0.75 MILE TO
 NH1307'THE INTERSECTION WITH STATE HIGHWAY 138.  TURN LEFT, SOUTH ON
 NH1307'HIGHWAY 138 (VAN BUREN STREET) AND GO 4.2 MILES TO MR. LOFTUS
 NH1307'HOME AND DRIVEWAY ON THE LEFT.  TURN LEFT, EAST IN DRIVEWAY,
 NH1307'AND GO TO BARN.  PASS THROUGH WIRE GATE AT SOUTH EDGE OF
 NH1307'BARN, FOR 0.1 MILE TO HIGHEST POINT AND STATION.
 NH1307'
 NH1307'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST DOWN HILL
 NH1307'AND OUT THE DRIVEWAY.  TURN LEFT, SOUTH ON STATE HIGHWAY 138
 NH1307'AND GO 0.25 MILE TO THE MARK ON THE RIGHT, ON STATE HIGHWAY
 NH1307'PROPERTY.
 NH1307'
 NH1307'REFERENCE MARK 1 IS 1 FOOT WEST OF A WIRE FENCE, AND 2 FEET
 NH1307'SOUTH OF A FENCE POST.  THE MONUMENT IS FLUSH AND THE DISK
 NH1307'IS STAMPED BAD NO 1 1957.
 NH1307'
 NH1307'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT
 NH1307'IS FLUSH AND THE DISK IS STAMPED BAD NO 2 1957.
 NH1307'
 NH1307'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF STATE
 NH1307'HIGHWAY 138, 19 FEET WEST OF THE WEST EDGE OF A CONCRETE
 NH1307'CULVERT, AND 1 FOOT NORTH OF A WHITE WITNESS POST AND A
 NH1307'POWERLINE POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 NH1307'DISK IS STAMPED BAD 1957.
 NH1307'
 NH1307'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NH1307
 NH1307                          STATION RECOVERY (1957)
 NH1307
 NH1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NH1307'RECOVERED IN GOOD CONDITION.
 NH1307
 NH1307                          STATION RECOVERY (1982)
 NH1307
 NH1307'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (ATS)
 NH1307'BAD IN GOOD CONDITION BUT FENCES ARE GONE.  SEE ENCLOSURE FOR FURTHER
 NH1307'LOCATION INFORMATION.
 NH1307'
 NH1307'RM 1 AND RM 2 INTACT.  IN GOOD CONDITION (NOTE LOCATION INFORMATION
 NH1307'ON NEW STOUGHTON WATER TOWER).
 NH1307'
 NH1307'AZ MARK INTACT.  IN GOOD CONDITION (NOTE LOCATION INFORMATION ON NEW
 NH1307'STOUGHTON WATER TOWER).
 NH1307'
 NH1307'PLACED NEW FIBER GLASS POSTS AT MARK, RM 1, RM 2 AND AZ MARK.
 NH1307'
 NH1307'DISTANCE AND DIRECTION FROM NEAREST TOWN--SSW STOUGHTON 6-1/2 + OR -
 NH1307'MILES.
 NH1307
 NH1307                          STATION RECOVERY (1988)
 NH1307
 NH1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NH1307'THE STATION IS ABOUT 15.5 KM (9.65 MI) WEST OF INTERSTATE HIGHWAY 90,
 NH1307'10.5 KM (6.50 MI) EAST OF BROOKLYN, 6.5 KM (4.05 MI) SOUTH OF
 NH1307'STOUGHTON AND ON PRIVATE PROPERTY.  OWNERSHIP--DUANE WEUM, 910
 NH1307'PROGRESSIVE LANE, MADISON, WI 53716, PHONE 608-221-2086.
 NH1307'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 NH1307'HIGHWAY 138 SOUTH IN STOUGHTON, GO SOUTH ON STATE HIGHWAY 138 FOR 7.0
 NH1307'KM (4.35 MI) TO A DRIVEWAY TO A WHITE 2 STORY FRAME HOUSE ON THE LEFT.
 NH1307'TURN LEFT AND GO EAST ALONG DRIVEWAY AND FARM LANE AROUND NORTH SIDE
 NH1307'OF BARN FOR 0.2 KM (0.10 MI) TO TOP OF SMALL RISE AND STATION ON THE
 NH1307'RIGHT.
 NH1307'THE STATION IS A STANDARD CGS TRIANGULATION STATION MARK DISK
 NH1307'STAMPED---BAD 1957---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 NH1307'IS FLUSH WITH THE GROUND.  LOCATED 118.9 M (390.1 FT) EAST OF EAST
 NH1307'SIDE OF BARN, 58.8 M (192.9 FT) SOUTHEAST OF A METAL FENCE CORNER
 NH1307'POST, 14.0 M (45.9 FT) SOUTHWEST FROM CENTER OF FARM ROAD AND 0.6 M
 NH1307'(2.0 FT) SOUTH FROM A WITNESS POST.
 NH1307'DANE COUNTY PART II, WI, 1988.
 NH1307'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1307'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9967 ***********************************************************************
 AF9967  DESIGNATION -  BAD RIVER GPS
 AF9967  PID         -  AF9967
 AF9967  STATE/COUNTY-  WI/ASHLAND
 AF9967  COUNTRY     -  US
 AF9967  USGS QUAD   -  MORSE (2018)
 AF9967
 AF9967                         *CURRENT SURVEY CONTROL
 AF9967  ______________________________________________________________________
 AF9967* NAD 83(2011) POSITION- 46 14 10.37968(N) 090 40 12.39503(W)   ADJUSTED
 AF9967* NAD 83(2011) ELLIP HT-   420.459 (meters)        (06/27/12)   ADJUSTED
 AF9967* NAD 83(2011) EPOCH   -  2010.00
 AF9967* NAVD 88 ORTHO HEIGHT -   450.9   (meters)     1479.    (feet) GPS OBS
 AF9967  ______________________________________________________________________
 AF9967  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9967  GEOID HEIGHT    -        -30.415 (meters)                     GEOID96
 AF9967  GEOID HEIGHT    -        -30.494 (meters)                     GEOID18
 AF9967  NAD 83(2011) X  -    -51,689.797 (meters)                     COMP
 AF9967  NAD 83(2011) Y  - -4,419,383.889 (meters)                     COMP
 AF9967  NAD 83(2011) Z  -  4,583,751.388 (meters)                     COMP
 AF9967  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 AF9967
 AF9967  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9967  Standards:
 AF9967         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9967            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9967  -------------------------------------------------------------------
 AF9967  NETWORK    0.61   1.94           0.28   0.21   0.99      0.05811806
 AF9967  -------------------------------------------------------------------
 AF9967  Click here for local accuracies and other accuracy information.
 AF9967
 AF9967.The horizontal coordinates were established by GPS observations
 AF9967.and adjusted by the National Geodetic Survey in June 2012.
 AF9967
 AF9967.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9967.been affixed to the stable North American tectonic plate. See 
 AF9967.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9967
 AF9967.The horizontal coordinates are valid at the epoch date displayed above
 AF9967.which is a decimal equivalence of Year/Month/Day.
 AF9967
 AF9967.The orthometric height was determined by GPS observations and a
 AF9967.high-resolution geoid model.
 AF9967
 AF9967.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9967.GEOID18 height accuracy estimate available here.
 AF9967
 AF9967.Click photographs - Photos may exist for this station.
 AF9967
 AF9967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9967
 AF9967.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9967
 AF9967.The ellipsoidal height was determined by GPS observations
 AF9967.and is referenced to NAD 83.
 AF9967
 AF9967. The following values were computed from the NAD 83(2011) position.
 AF9967
 AF9967;                    North         East     Units Scale Factor Converg.
 AF9967;SPC WI N     -   119,092.793   548,315.828   MT  0.99994606   -0 29 00.2
 AF9967;SPC WI N     -   390,723.61  1,798,932.85   sFT  0.99994606   -0 29 00.2
 AF9967;UTM  15      - 5,122,931.797   679,637.469   MT  0.99999669   +1 40 59.1
 AF9967
 AF9967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9967!SPC WI N     -   0.99993409  x   0.99994606  =   0.99988016
 AF9967!UTM  15      -   0.99993409  x   0.99999669  =   0.99993078
 AF9967
 AF9967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7963722931(NAD 83)
 AF9967
 AF9967                          SUPERSEDED SURVEY CONTROL
 AF9967
 AF9967  NAD 83(2007)-  46 14 10.37978(N)    090 40 12.39574(W) AD(2002.00) 0
 AF9967  ELLIP H (02/10/07)  420.488  (m)                       GP(2002.00)    
 AF9967  NAD 83(1997)-  46 14 10.37993(N)    090 40 12.39628(W) AD(       ) 1
 AF9967  ELLIP H (12/26/02)  420.508  (m)                       GP(       ) 3 2
 AF9967  NAD 83(1991)-  46 14 10.37963(N)    090 40 12.39512(W) AD(       ) 1
 AF9967  ELLIP H (04/30/98)  420.524  (m)                       GP(       ) 3 2
 AF9967
 AF9967.Superseded values are not recommended for survey control.
 AF9967
 AF9967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9967.See file dsdata.pdf to determine how the superseded data were derived.
 AF9967
 AF9967_MARKER: DD = SURVEY DISK
 AF9967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9967_STAMPING: BAD RIVER GPS
 AF9967_MARK LOGO: WIDT
 AF9967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9967+STABILITY: SURFACE MOTION
 AF9967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9967+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 AF9967
 AF9967  HISTORY     - Date     Condition        Report By
 AF9967  HISTORY     - 1994     MONUMENTED       WI-003
 AF9967  HISTORY     - 20030905 GOOD             USPSQD
 AF9967
 AF9967                          STATION DESCRIPTION
 AF9967
 AF9967'DESCRIBED BY ASHLAND COUNTY WISCONSIN 1994 (LTN)
 AF9967'THE STATION IS LOCATED ABOUT 10.8 KM (6.70 MI) SOUTH OF THE CITY OF
 AF9967'MELLEN, WISCONSIN ON LAND OWNED BY THE WISCONSIN DEPARTMENT OF
 AF9967'TRANSPORTATION IN THE SW 1/4 OF THE NW 1/4 OF SECTION 6, T.43N.,
 AF9967'R.2W., IN THE TOWN OF GORDON, ASHLAND COUNTY, WISCONSIN.  TO REACH THE
 AF9967'STATION FROM THE INTERSECTION OF STATE TRUNK HIGHWAYS 13 AND 77 IN THE
 AF9967'CITY OF MELLEN, WISCONSIN, GO SOUTH ALONG HIGHWAY 13 10.8 KM (6.70 MI)
 AF9967'TO THE STATION.  THE STATION IS 0.2 KM (0.10 MI) NORTH OF THE BRIDGE
 AF9967'OVER THE BAD RIVER ON HIGHWAY 13.  THE STATION IS 10.0 M (32.8 FT)
 AF9967'EAST OF THE CENTERLINE OF HIGHWAY 13 AND IS 1 M (3.3 FT) LOWER THAN
 AF9967'THE CENTERLINE.  THE STATION IS A 8.89 CM (3.5 IN) ALUMINUM CAP
 AF9967'STAMPED---BAD RIVER GPS---SET INTO THE TOP OF A ROUND CONCRETE
 AF9967'MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AF9967'STATION IS 1.5 M (4.9 FT) WEST OF A FIBER GLASS FENCE POST.
 AF9967
 AF9967                          STATION RECOVERY (2003)
 AF9967
 AF9967'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AF9967'THE STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS
 AF9967'5.5 FEET WEST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1179 ***********************************************************************
 OM1179  CBN         -  This is a Cooperative Base Network Control Station.
 OM1179  DESIGNATION -  BADGER
 OM1179  PID         -  OM1179
 OM1179  STATE/COUNTY-  WI/SAUK
 OM1179  COUNTRY     -  US
 OM1179  USGS QUAD   -  SAUK PRAIRIE (2018)
 OM1179
 OM1179                         *CURRENT SURVEY CONTROL
 OM1179  ______________________________________________________________________
 OM1179* NAD 83(2011) POSITION- 43 19 58.33094(N) 089 45 33.14187(W)   ADJUSTED
 OM1179* NAD 83(2011) ELLIP HT-   222.651 (meters)        (06/27/12)   ADJUSTED
 OM1179* NAD 83(2011) EPOCH   -  2010.00
 OM1179* NAVD 88 ORTHO HEIGHT -   257.478 (meters)      844.74  (feet) ADJUSTED
 OM1179  ______________________________________________________________________
 OM1179  GEOID HEIGHT    -        -34.828 (meters)                     GEOID18
 OM1179  NAD 83(2011) X  -     19,528.870 (meters)                     COMP
 OM1179  NAD 83(2011) Y  - -4,646,775.172 (meters)                     COMP
 OM1179  NAD 83(2011) Z  -  4,354,626.951 (meters)                     COMP
 OM1179  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 OM1179  DYNAMIC HEIGHT  -        257.411 (meters)      844.52  (feet) COMP
 OM1179  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 OM1179
 OM1179  VERT ORDER      -  SECOND    CLASS I
 OM1179
 OM1179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1179  Standards:
 OM1179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1179  -------------------------------------------------------------------
 OM1179  NETWORK    0.20   0.31           0.09   0.07   0.16      0.11889473
 OM1179  -------------------------------------------------------------------
 OM1179  Click here for local accuracies and other accuracy information.
 OM1179
 OM1179.The horizontal coordinates were established by GPS observations
 OM1179.and adjusted by the National Geodetic Survey in June 2012.
 OM1179
 OM1179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1179.been affixed to the stable North American tectonic plate. See 
 OM1179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1179
 OM1179.The horizontal coordinates are valid at the epoch date displayed above
 OM1179.which is a decimal equivalence of Year/Month/Day.
 OM1179
 OM1179.The orthometric height was determined by differential leveling and
 OM1179.adjusted by the WI DEPT OF TRANSP
 OM1179.in May 2012.
 OM1179
 OM1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1179.GEOID18 height accuracy estimate available here.
 OM1179
 OM1179.Click photographs - Photos may exist for this station.
 OM1179
 OM1179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1179
 OM1179.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1179
 OM1179.The ellipsoidal height was determined by GPS observations
 OM1179.and is referenced to NAD 83.
 OM1179
 OM1179.The dynamic height is computed by dividing the NAVD 88
 OM1179.geopotential number by the normal gravity value computed on the
 OM1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1179.degrees latitude (g = 980.6199 gals.).
 OM1179
 OM1179.The modeled gravity was interpolated from observed gravity values.
 OM1179
 OM1179. The following values were computed from the NAD 83(2011) position.
 OM1179
 OM1179;                    North         East     Units Scale Factor Converg.
 OM1179;SPC WI S     -   148,097.068   619,526.916   MT  0.99993326   +0 09 55.6
 OM1179;SPC WI S     -   485,881.80  2,032,564.56   sFT  0.99993326   +0 09 55.6
 OM1179;UTM  16      - 4,801,478.064   276,314.344   MT  1.00021553   -1 53 39.3
 OM1179
 OM1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1179!SPC WI S     -   0.99996509  x   0.99993326  =   0.99989835
 OM1179!UTM  16      -   0.99996509  x   1.00021553  =   1.00018061
 OM1179
 OM1179:                Primary Azimuth Mark                     Grid Az
 OM1179:SPC WI S     -  BADGER AZ MK                             176 31 46.9
 OM1179:UTM  16      -  BADGER AZ MK                             178 35 21.8
 OM1179
 OM1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7631401478(NAD 83)
 OM1179
 OM1179|---------------------------------------------------------------------|
 OM1179| PID    Reference Object                     Distance      Geod. Az  |
 OM1179|                                                           dddmmss.s |
 OM1179| CI8952 BADGER RM 1                          22.317 METERS 09022     |
 OM1179| CI8951 BADGER AZ MK                                       1764142.5 |
 OM1179| CI8953 BADGER RM 2                           7.965 METERS 17745     |
 OM1179|---------------------------------------------------------------------|
 OM1179
 OM1179                          SUPERSEDED SURVEY CONTROL
 OM1179
 OM1179  NAD 83(2007)-  43 19 58.33111(N)    089 45 33.14255(W) AD(2002.00) 0
 OM1179  ELLIP H (02/10/07)  222.688  (m)                       GP(2002.00)    
 OM1179  NAD 83(1997)-  43 19 58.33091(N)    089 45 33.14298(W) AD(       ) A
 OM1179  ELLIP H (04/28/99)  222.692  (m)                       GP(       ) 3 1
 OM1179  NAD 83(1991)-  43 19 58.33054(N)    089 45 33.14277(W) AD(       ) B
 OM1179  ELLIP H (06/11/91)  222.830  (m)                       GP(       ) 4 1
 OM1179  NAD 83(1986)-  43 19 58.32333(N)    089 45 33.14574(W) AD(       ) 3
 OM1179  NAD 27      -  43 19 58.36950(N)    089 45 32.70390(W) AD(       ) 3
 OM1179  NAVD 88             257.46   (m)          844.7    (f) LEVELING    3  
 OM1179  NAVD 88 (04/20/07)  257.461  (m)          844.69   (f) SUPERSEDED  2 1
 OM1179  NAVD 88 (04/28/99)  257.5    (m)  UNKNOWN  model used  GPS OBS        
 OM1179  NGVD 29 (05/19/94)  257.5    (m)  GEOID93  model used  GPS OBS        
 OM1179  NGVD 29 (06/11/91)  257.6    (m)  UNKNOWN  model used  GPS OBS        
 OM1179
 OM1179.Superseded values are not recommended for survey control.
 OM1179
 OM1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1179.See file dsdata.pdf to determine how the superseded data were derived.
 OM1179
 OM1179_MARKER: DS = TRIANGULATION STATION DISK
 OM1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1179_STAMPING: BADGER 1958
 OM1179_MARK LOGO: CGS
 OM1179_PROJECTION: FLUSH
 OM1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1179+STABILITY: SURFACE MOTION
 OM1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1179+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2008
 OM1179
 OM1179  HISTORY     - Date     Condition        Report By
 OM1179  HISTORY     - 1958     MONUMENTED       CGS
 OM1179  HISTORY     - 1958     GOOD             CGS
 OM1179  HISTORY     - 19900707 GOOD             AEROS
 OM1179  HISTORY     - 19900828 GOOD             NGS
 OM1179  HISTORY     - 19910325 GOOD             USPSQD
 OM1179  HISTORY     - 19930509 GOOD             NOS
 OM1179  HISTORY     - 19971120 GOOD             WIHD
 OM1179  HISTORY     - 2003     GOOD             WIDT
 OM1179  HISTORY     - 20031021 GOOD             USPSQD
 OM1179  HISTORY     - 20031204 GOOD             WIDT
 OM1179  HISTORY     - 20040816 GOOD             WIDT
 OM1179  HISTORY     - 20051228 GOOD             WIDT
 OM1179  HISTORY     - 20081119 GOOD             WIDT
 OM1179
 OM1179                          STATION DESCRIPTION
 OM1179
 OM1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1179'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF PRAIRIE DU SAC
 OM1179'IN THE NORTHEAST CORNER OF THE NORTHEAST 1/4 SEC. 22, T 10 N,
 OM1179'R 6 E ON HIGHWAY PROPERTY.  IT IS 42 FEET WEST OF THE CENTERLINE
 OM1179'OF THE SOUTH BOUND TRAFFIC LANES OF U.S. HIGHWAY 12 AND STATE
 OM1179'HIGHWAY 13, 5 FEET SOUTH OF A CABLE POLE AND A WHITE WITNESS
 OM1179'POST AND IT IS ON THE EAST EDGE OF A CULTIVATED FIELD.  THE
 OM1179'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BADGER 1958.
 OM1179'
 OM1179'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OM1179'12 AND STATE 13 AND STATE HIGHWAY 60 ABOUT 2 MILES
 OM1179'WEST OF THE WEST END OF THE BRIDGE OVER WISCONSIN RIVER
 OM1179'IN SAUK CITY GO NORTH ON U.S. HIGHWAY 12 FOR 3 MILES TO
 OM1179'A CEMETERY ON THE RIGHT.  THE HIGHWAY BECOMES A DIVIDED HIGHWAY
 OM1179'AT THIS POINT.  CONTINUE NORTH FOR 0.75 MILE TO THE AZIMUTH
 OM1179'MARK ON THE RIGHT.  CONTINUE AHEAD NORTH FOR 0.45 MILE TO
 OM1179'THE STATION ON THE LEFT.
 OM1179'
 OM1179'REFERENCE MARK 1 IS 36 FEET WEST OF THE CENTERLINE OF THE
 OM1179'NORTH BOUND TRAFFIC LANES OF U.S. HIGHWAY 12 AND 27 FEET EAST
 OM1179'OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANES.  THE MONUMENT
 OM1179'PROJECTS 3 INCHES AND THE DISK IS STAMPED BADGER NO 1 1958.
 OM1179'
 OM1179'REFERENCE MARK 2 IS 42 FEET WEST OF THE CENTERLINE OF THE
 OM1179'SOUTH BOUND TRAFFIC LANES OF THE HIGHWAY AND 31 FEET SOUTH OF
 OM1179'A CABLE POLE AND A WHITE WITNESS POST.  THE MONUMENT
 OM1179'PROJECTS 3 INCHES AND THE DISK IS STAMPED BADGER NO 2 1958.
 OM1179'
 OM1179'THE AZIMUTH MARK IS 55 FEET EAST OF THE CENTERLINE OF THE
 OM1179'NORTH BOUND TRAFFIC LANES OF THE HIGHWAY, 1 FOOT WEST OF A
 OM1179'FENCE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT
 OM1179'PROJECTS 3 INCHES AND THE DISK IS STAMPED BADGER 1958.
 OM1179'
 OM1179'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1179
 OM1179                          STATION RECOVERY (1958)
 OM1179
 OM1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OM1179'RECOVERED IN GOOD CONDITION.
 OM1179
 OM1179                          STATION RECOVERY (1990)
 OM1179
 OM1179'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 OM1179'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF PRAIRIE DU SAC
 OM1179'IN THE NORTHEAST CORNER OF THE NORTHEAST 1/4 SEC. 22, T 10 N,
 OM1179'R 6 E ON HIGHWAY PROPERTY.  IT IS 42 FEET WEST OF THE CENTERLINE
 OM1179'OF THE SOUTH BOUND TRAFFIC LANES OF U.S. HIGHWAY 12 AND STATE
 OM1179'HIGHWAY 13, 5 FEET SOUTH OF A CABLE POLE AND A WHITE WITNESS
 OM1179'POST AND IT IS ON THE EAST EDGE OF A CULTIVATED FIELD.  THE
 OM1179'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BADGER 1958.
 OM1179'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OM1179'12 AND STATE 13 AND STATE HIGHWAY 60 ABOUT 2 MILES
 OM1179'WEST OF THE WEST END OF THE BRIDGE OVER WISCONSIN RIVER
 OM1179'IN SAUK CITY GO NORTH ON U.S. HIGHWAY 12 FOR 3 MILES TO
 OM1179'A CEMETERY ON THE RIGHT.  THE HIGHWAY BECOMES A DIVIDED HIGHWAY
 OM1179'AT THIS POINT.  CONTINUE NORTH FOR 0.75 MILE TO THE AZIMUTH
 OM1179'MARK ON THE RIGHT.  CONTINUE AHEAD NORTH FOR 0.45 MILE TO
 OM1179'THE STATION ON THE LEFT.
 OM1179
 OM1179                          STATION RECOVERY (1990)
 OM1179
 OM1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OM1179'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) NORTHWEST OF SAUK CITY
 OM1179'AND ON THE WEST SIDE OF THE HIGHWAY RIGHT-OF-WAY OF THE SOUTHBOUND
 OM1179'LANE OF U.S. HIGHWAY 12.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 OM1179'TRANSPORTATION, P.O. BOX 7916, MADISON, WI 53707, PHONE 608-267-2462.
 OM1179'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 OM1179'HIGHWAY 60 ON THE WEST SIDE OF SAUK CITY, GO NORTH ON U.S. HIGHWAY 12
 OM1179'FOR 6.91 KM (4.29 MI) TO GRAVEL CROSSOVER BETWEEN THE NORTH AND
 OM1179'SOUTHBOUND LANES OF THE HIGHWAY, TURN LEFT, WEST, ON THE CROSSOVER,
 OM1179'(AT THIS POINT THE STATION IS DIRECTLY ACROSS THE SOUTHBOUND LANE OF
 OM1179'THE HIGHWAY ON THE WEST SIDE OF HIGHWAY RIGHT-OF WAY AND ON THE SOUTH
 OM1179'SIDE OF A FIELD ENTRANCE ROAD).
 OM1179'THE STATION IS LOCATED 13.1 M (43.0 FT) WEST OF THE CENTER OF THE
 OM1179'SOUTHBOUND LANE OF HIGHWAY 12, 4.57 M (14.99 FT) SOUTH OF A FIELD
 OM1179'ENTRANCE ROAD, 1.3 M (4.3 FT) SOUTH OF A METAL POST WITH A SIGN (R/W)
 OM1179'AND 0.6 M (2.0 FT) EAST OF A METAL WITNESS POST.
 OM1179
 OM1179                          STATION RECOVERY (1991)
 OM1179
 OM1179'RECOVERY NOTE BY US POWER SQUADRON 1991 (DAH)
 OM1179'RECOVERED IN GOOD CONDITION.
 OM1179
 OM1179                          STATION RECOVERY (1993)
 OM1179
 OM1179'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 OM1179'RECOVERED IN GOOD CONDITION.
 OM1179
 OM1179                          STATION RECOVERY (1997)
 OM1179
 OM1179'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 OM1179'THE STATION IS LOCATED ABOUT 6.44 KM (4.00 MI) NORTH-NORTHWEST OF SAUK
 OM1179'CITY, 14.49 KM (9.00 MI) SOUTH OF BARABOO, AND 41.87 KM (26.00 MI)
 OM1179'NORTHWEST OF MADISON IN THE US HIGHWAY 12 RIGHT-OF-WAY ACROSS FROM A
 OM1179'HISTORICAL MARKER WAYSIDE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 OM1179'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 OM1179'HIGHWAY 60, STATE HIGHWAY 78 (WATER STREET) , AND COUNTY HIGHWAY PF
 OM1179'(PRAIRIE STREET) AT THE WEST END OF THE HIGHWAY 60 BRIDGE OVER THE
 OM1179'WISCONSIN RIVER IN PRAIRIE DU SAC, GO WEST 2.78 KM (1.70 MI) ON
 OM1179'HIGHWAY PF TO THE JUNCTION WITH US HIGHWAY 12, TURN RIGHT AND GO NORTH
 OM1179'2.42 KM (1.50 MI) ON HIGHWAY 12 TO THE JUNCTION WITH COUNTY HIGHWAY Z
 OM1179'AND A CEMETERY ON THE RIGHT, CONTINUE NORTH 2.01 KM (1.25 MI) ON
 OM1179'HIGHWAY 12 TO A HISTORICAL MARKER WAYSIDE ON THE RIGHT, CONTINUE NORTH
 OM1179'ABOUT 60 M (196.8 FT) TO A GRAVEL MEDIAN CROSSOVER LEADING TO A FIELD
 OM1179'ENTRANCE ON THE LEFT, TURN LEFT AND GO WEST ABOUT 10 M (32.8 FT) ON
 OM1179'THE FIELD ENTRANCE ROAD TO THE STATION ON THE LEFT.  THE STATION IS A
 OM1179'BRONZE US COAST AND GEODETIC SURVEY TRIANGULATION DISK SET IN THE TOP
 OM1179'OF A CONCRETE POST PROJECTING ABOUT 5 CM AND IS ABOUT 0.3 M (1.0 FT)
 OM1179'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 13.11 M (43.01 FT) WEST OF
 OM1179'THE CENTERLINE OF THE TWO SOUTHBOUND LANES OF THE HIGHWAY, 4.90 M
 OM1179'(16.08 FT) SOUTH OF THE CENTERLINE OF THE FIELD ENTRANCE, 2 M (6.6 FT)
 OM1179'SOUTH OF THE EXTENDED CENTERLINE OF THE GRAVEL CROSSOVER, 1.80 M (5.91
 OM1179'FT) SOUTH OF AN AMERITECH UNDERGROUND CABLE SIGN POST, 1.38 M (4.53
 OM1179'FT) SOUTH OF A STEEL R-O-W POST, 1.34 M (4.40 FT) SOUTH-SOUTHWEST OF A
 OM1179'STEEL R-O-W POST, 0.62 M (2.03 FT) EAST OF A STEEL WITNESS POST, AND
 OM1179'0.52 M (1.71 FT) EAST-NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 OM1179'---REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.  IT MAY HAVE BEEN
 OM1179'BURIED DURING CONSTRUCTION OF THE CROSSOVER.  ---REFERENCE MARK 2 WAS
 OM1179'NOT SEARCHED FOR.  THE AREA OF THE MARK WAS OVERGROWN WITH WEEDS AND
 OM1179'BUSHES.  ---THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE
 OM1179'AZIMUTH MARK IS 1.21 KM (0.75 MI) NORTH OF HIGHWAY Z, 0.16 KM (0.10
 OM1179'MI) SOUTH OF AN ENTRANCE TO A FARM HOUSE, AND 0.8 KM (0.50 MI) SOUTH
 OM1179'OF THE STATION.  THE AZIMUTH MARK IS A BRONZE US COAST AND GEODETIC
 OM1179'SURVEY AZIMUTH MARK DISK SET IN THE TOP OF ROUND CONCRETE POST
 OM1179'PROJECTING 5 CM STAMPED--BADGER 1958--.  THE AZIMUTH MARK IS 16.4 M
 OM1179'(53.8 FT) EAST OF THE CENTERLINE OF THE TWO NORTHBOUND LANES OF
 OM1179'HIGHWAY 12, 1.0 M (3.3 FT) NORTH OF WP/L POWER POLE 10-6-23, 0.3 M
 OM1179'(1.0 FT) WEST OF A POWER POLE SAWED OFF ABOUT 1.22 M (4.00 FT) ABOVE
 OM1179'THE GROUND, AND 0.86 M (2.82 FT) SOUTH OF AN ORANGE FIBERGLASS WITNESS
 OM1179'POST.  NOTE---POWER POLE 10-6-23 WILL REDUCE GPS SIGNALS, NO OTHER GPS
 OM1179'SIGNAL BLOCKING OBSTRUCTIONS EXIST NEAR THE AZIMUTH MARK.
 OM1179
 OM1179                          STATION RECOVERY (2003)
 OM1179
 OM1179'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1179'RECOVERED AS DESCRIBED.
 OM1179
 OM1179                          STATION RECOVERY (2003)
 OM1179
 OM1179'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAH)
 OM1179'FOUND AS PREVIOUSLY REPORTED BY WISDOT WITH FOLLOWING EXCEPTIONS. RM1
 OM1179'IS UNDER PAVED DUAL LANE CROSSOVER E OF SITE. RM2 FOUND IN GOOD
 OM1179'CONDITION, 26.3 FEET S OF STATION AND 1 FOOT W OF SMALL TREE. E SIDE
 OM1179'OF MARK IS 2 IN. ABOVE GROUND WHILE W SIDE IS LEVEL.  MARK COVERED BY
 OM1179'TALL GRASS.
 OM1179'AZMUTH MARK FOUND 2.9 FT SSW OF ORANGE WITNESS POST. EIGHT INCHES W OF
 OM1179'FENCE LINE. TWO INCHES ABOVE GROUND LEVEL.
 OM1179
 OM1179                          STATION RECOVERY (2003)
 OM1179
 OM1179'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1179'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 OM1179'STATION FROM THE  JUNCTION OF US HIGHWAY 12 WITH COUNTY HIGHWAY Z AND
 OM1179'PRAIRIE ROAD ABOUT 2 MI  NORTHWEST OF THE VILLAGE OF PRAIRIE DU SAC,
 OM1179'GO NORTH ON US HIGHWAY 12 FOR 1.25 MI TO THE  STATION ON THE LEFT.
 OM1179'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY  TRIANGULATION
 OM1179'STATION DISK SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST ABOUT
 OM1179'LEVEL  WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.2 M WEST OF THE
 OM1179'CENTERLINE OF TWO  SOUTHBOUND LANES OF US HIGHWAY 12, 4 M SOUTH OF
 OM1179'CENTERLINE OF A FIELD ENTRANCE, 3 M  SOUTH OF THE EXTENDED CENTERLINE
 OM1179'OF A PAVED CROSSOVER, 1.8 M SOUTH OF AN AMERITECH  UNDERGROUND CABLE
 OM1179'SIGN POST, 1.4 M SOUTH OF A STEEL --R/W-- POST, 1.1 M WEST OF AN
 OM1179'ORANGE  4X4 PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN ORANGE 4X4
 OM1179'PLASTIC WITNESS POST, 0.9 M  NORTHEAST OF AN ORANGE 4X4 PLASTIC
 OM1179'WITNESS POST, 0.6 M EAST OF A METAL WITNESS POST AND  0.5 M EAST OF A
 OM1179'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 OM1179'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OM1179
 OM1179                          STATION RECOVERY (2004)
 OM1179
 OM1179'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 OM1179'RECOVERED AS DESCRIBED.
 OM1179
 OM1179                          STATION RECOVERY (2005)
 OM1179
 OM1179'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 OM1179'RECOVERED AS DESCRIBED.
 OM1179
 OM1179                          STATION RECOVERY (2008)
 OM1179
 OM1179'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 OM1179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1088 ***********************************************************************
 PN1088  DESIGNATION -  BADGER
 PN1088  PID         -  PN1088
 PN1088  STATE/COUNTY-  WI/PORTAGE
 PN1088  COUNTRY     -  US
 PN1088  USGS QUAD   -  ARNOTT (2018)
 PN1088
 PN1088                         *CURRENT SURVEY CONTROL
 PN1088  ______________________________________________________________________
 PN1088* NAD 83(1991) POSITION- 44 27 29.63995(N) 089 25 51.94739(W)   ADJUSTED
 PN1088* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 PN1088  ______________________________________________________________________
 PN1088  GEOID HEIGHT    -        -35.990 (meters)                     GEOID18
 PN1088  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 PN1088  HORZ ORDER      -  FIRST
 PN1088
 PN1088.The horizontal coordinates were established by classical geodetic methods
 PN1088.and adjusted by the National Geodetic Survey in November 1991.
 PN1088
 PN1088.The orthometric height was scaled from a topographic map.
 PN1088
 PN1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1088.GEOID18 height accuracy estimate available here.
 PN1088
 PN1088.Click photographs - Photos may exist for this station.
 PN1088
 PN1088.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1088
 PN1088. The following values were computed from the NAD 83(1991) position.
 PN1088
 PN1088;                    North         East     Units Scale Factor Converg.
 PN1088;SPC WI C     -    69,596.233   645,275.077   MT  0.99996715   +0 24 05.1
 PN1088;SPC WI C     -   228,333.64  2,117,039.98   sFT  0.99996715   +0 24 05.1
 PN1088;UTM  16      - 4,925,644.544   306,594.193   MT  1.00006003   -1 42 11.7
 PN1088
 PN1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1088!SPC WI C     -   0.99994904  x   0.99996715  =   0.99991620
 PN1088!UTM  16      -   0.99994904  x   1.00006003  =   1.00000907
 PN1088
 PN1088:                Primary Azimuth Mark                     Grid Az
 PN1088:SPC WI C     -  BANK                                     080 38 50.7
 PN1088:UTM  16      -  BANK                                     082 45 07.5
 PN1088
 PN1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0659425644(NAD 83)
 PN1088
 PN1088|---------------------------------------------------------------------|
 PN1088| PID    Reference Object                     Distance      Geod. Az  |
 PN1088|                                                           dddmmss.s |
 PN1088| PN1089 BANK                                APPROX. 1.4 KM 0810255.8 |
 PN1088| CJ4209 BADGER RM 1                          23.165 METERS 09542     |
 PN1088| CJ4210 BADGER RM 2                          22.440 METERS 25309     |
 PN1088|---------------------------------------------------------------------|
 PN1088
 PN1088                          SUPERSEDED SURVEY CONTROL
 PN1088
 PN1088  NAD 83(1986)-  44 27 29.63823(N)    089 25 51.95791(W) AD(       ) 1
 PN1088  NAD 27      -  44 27 29.74782(N)    089 25 51.54641(W) AD(       ) 1
 PN1088
 PN1088.Superseded values are not recommended for survey control.
 PN1088
 PN1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1088.See file dsdata.pdf to determine how the superseded data were derived.
 PN1088
 PN1088_MARKER: DE = TRAVERSE STATION DISK
 PN1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1088_STAMPING: BADGER 1926
 PN1088_MARK LOGO: CGS
 PN1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1088+STABILITY: SURFACE MOTION
 PN1088
 PN1088  HISTORY     - Date     Condition        Report By
 PN1088  HISTORY     - 1926     MONUMENTED       CGS
 PN1088  HISTORY     - 1930     GOOD             CGS
 PN1088  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN1088
 PN1088                          STATION DESCRIPTION
 PN1088
 PN1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1088'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY LOCATED ABOUT
 PN1088'3/4 MILE E OF THE DEPOT AT ARNOTT ON TOP OF BANK OF CUT, 9.55
 PN1088'METERS S OF S RAIL OF TRACK, 15 FEET ABOVE THE ROADBED AND 12
 PN1088'FEET N OF RIGHT-OF-WAY FENCE.
 PN1088'
 PN1088'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 PN1088'SET IN CONCRETE.
 PN1088'
 PN1088'REFERENCE MARK NO. 1 IS ALONG THE FENCE LINE E OF STATION.
 PN1088'REFERENCE MARK NO. 2 IS ALONG THE FENCE LINE W OF STATION.
 PN1088'
 PN1088'REFERENCE MARK NO. 1 IS DISTANT FROM STATION 23.16 METERS
 PN1088'(76.08 FEET) AND REFERENCE MARK NO. 2 IS DISTANT 22.44 METERS
 PN1088'(73.67 FEET).
 PN1088
 PN1088                          STATION RECOVERY (1930)
 PN1088
 PN1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN1088'STATION MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN1088'ADEQUATE.
 PN1088
 PN1088                          STATION RECOVERY (2004)
 PN1088
 PN1088'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1088'NOT FOUND.  THE RAILROAD HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8527 ***********************************************************************
 AB8527  DESIGNATION -  BADGER
 AB8527  PID         -  AB8527
 AB8527  STATE/COUNTY-  WI/BURNETT
 AB8527  COUNTRY     -  US
 AB8527  USGS QUAD   -  SCOVILS LAKE (2019)
 AB8527
 AB8527                         *CURRENT SURVEY CONTROL
 AB8527  ______________________________________________________________________
 AB8527* NAD 83(2011) POSITION- 46 09 25.14875(N) 092 06 20.56809(W)   ADJUSTED
 AB8527* NAD 83(2011) ELLIP HT-   291.390 (meters)        (06/27/12)   ADJUSTED
 AB8527* NAD 83(2011) EPOCH   -  2010.00
 AB8527* NAVD 88 ORTHO HEIGHT -   318.0   (meters)     1043.    (feet) GPS OBS
 AB8527  ______________________________________________________________________
 AB8527  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8527  GEOID HEIGHT    -        -26.011 (meters)                     GEOID93
 AB8527  GEOID HEIGHT    -        -26.513 (meters)                     GEOID18
 AB8527  NAD 83(2011) X  -   -162,624.389 (meters)                     COMP
 AB8527  NAD 83(2011) Y  - -4,422,964.606 (meters)                     COMP
 AB8527  NAD 83(2011) Z  -  4,577,561.874 (meters)                     COMP
 AB8527  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 AB8527
 AB8527  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8527  Standards:
 AB8527         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8527            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8527  -------------------------------------------------------------------
 AB8527  NETWORK    0.83   1.31           0.37   0.30   0.67      0.01762776
 AB8527  -------------------------------------------------------------------
 AB8527  Click here for local accuracies and other accuracy information.
 AB8527
 AB8527.The horizontal coordinates were established by GPS observations
 AB8527.and adjusted by the National Geodetic Survey in June 2012.
 AB8527
 AB8527.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8527.been affixed to the stable North American tectonic plate. See 
 AB8527.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8527
 AB8527.The horizontal coordinates are valid at the epoch date displayed above
 AB8527.which is a decimal equivalence of Year/Month/Day.
 AB8527
 AB8527.The orthometric height was determined by GPS observations and a
 AB8527.high-resolution geoid model.
 AB8527
 AB8527.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8527.GEOID18 height accuracy estimate available here.
 AB8527
 AB8527.Click photographs - Photos may exist for this station.
 AB8527
 AB8527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8527
 AB8527.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8527
 AB8527.The ellipsoidal height was determined by GPS observations
 AB8527.and is referenced to NAD 83.
 AB8527
 AB8527. The following values were computed from the NAD 83(2011) position.
 AB8527
 AB8527;                    North         East     Units Scale Factor Converg.
 AB8527;SPC WI N     -   112,224.187   437,374.354   MT  0.99994536   -1 31 08.4
 AB8527;SPC WI N     -   368,188.85  1,434,952.36   sFT  0.99994536   -1 31 08.4
 AB8527;UTM  15      - 5,111,878.604   569,050.479   MT  0.99965861   +0 38 42.1
 AB8527
 AB8527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8527!SPC WI N     -   0.99995432  x   0.99994536  =   0.99989968
 AB8527!UTM  15      -   0.99995432  x   0.99965861  =   0.99961295
 AB8527
 AB8527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6905011878(NAD 83)
 AB8527
 AB8527                          SUPERSEDED SURVEY CONTROL
 AB8527
 AB8527  NAD 83(2007)-  46 09 25.14887(N)    092 06 20.56892(W) AD(2002.00) 0
 AB8527  ELLIP H (02/10/07)  291.425  (m)                       GP(2002.00)    
 AB8527  NAD 83(1997)-  46 09 25.14877(N)    092 06 20.56971(W) AD(       ) 1
 AB8527  ELLIP H (01/30/03)  291.437  (m)                       GP(       ) 4 1
 AB8527  NAD 83(1991)-  46 09 25.14858(N)    092 06 20.56709(W) AD(       ) 1
 AB8527  ELLIP H (12/09/96)  291.470  (m)                       GP(       ) 4 1
 AB8527
 AB8527.Superseded values are not recommended for survey control.
 AB8527
 AB8527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8527.See file dsdata.pdf to determine how the superseded data were derived.
 AB8527
 AB8527_MARKER: DD = SURVEY DISK
 AB8527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8527+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8527
 AB8527  HISTORY     - Date     Condition        Report By
 AB8527  HISTORY     - 1993     MONUMENTED       WI-013
 AB8527
 AB8527                          STATION DESCRIPTION
 AB8527
 AB8527'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8527'THE STATION IS LOCATED 26.0 KM (16.15 MI) NORTHEAST OF THE VILLAGE OF
 AB8527'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8527'INTERSECT) , 10.2 KM (6.35 MI) EAST OF THE INTERSECTION OF STATE TRUNK
 AB8527'HIGHWAY 35 AND THE BURNETT AND DOUGLAS COUNTY LINE SOUTH OF COZY
 AB8527'CORNER,WISCONSIN) IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER,
 AB8527'SECTION 3, T42N, R14W, TOWN OF BLAINE.  TO REACH THE STATION FROM THE
 AB8527'INTERSECTION OF STATE TRUNK HIGHWAY 35 AND THE BURNETT AND DOUGLAS
 AB8527'COUNTY LINE GO SOUTH ALONG STATE TRUNK HIGHWAY 35 5.2 KM (3.25 MI) TO
 AB8527'SAINT CROIX TRAIL ON LEFT (EAST) , GO EAST ALONG SAINT CROIX TRAIL
 AB8527'12.7 KM (7.90 MI) TO DRY LANDING ROAD, GO NORTH ON DRY LANDING ROAD
 AB8527'4.8 KM (3.00 MI) TO BURNETT AND DOUGLAS COUNTY LINE, CONTINUE WEST ON
 AB8527'DRY LANDING ROAD .8 MI (1.3 KM) TO STATION LOCATED 30 FEET (9.1 M)
 AB8527'SOUTH OF THE ROAD, ON BURNETT COUNTY FOREST CROP PROPERTY.  FIBERGLASS
 AB8527'WITNESS POST SET 3 FEET (0.9 M) NORTH OF THE STATION.  THE STATION
 AB8527'MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 AB8527'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7095 ***********************************************************************
 DN7095  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7095  DESIGNATION -  BADGER
 DN7095  PID         -  DN7095
 DN7095  STATE/COUNTY-  WI/DUNN
 DN7095  COUNTRY     -  US
 DN7095  USGS QUAD   -  MENOMONIE SOUTH (2018)
 DN7095
 DN7095                         *CURRENT SURVEY CONTROL
 DN7095  ______________________________________________________________________
 DN7095* NAD 83(2011) POSITION- 44 48 19.44754(N) 091 59 43.14312(W)   ADJUSTED
 DN7095* NAD 83(2011) ELLIP HT-   235.539 (meters)        (04/15/13)   ADJUSTED
 DN7095* NAD 83(2011) EPOCH   -  2010.00
 DN7095* NAVD 88 ORTHO HEIGHT -   266.17  (meters)      873.3   (feet) GPS OBS
 DN7095  ______________________________________________________________________
 DN7095  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7095  GEOID HEIGHT    -        -30.625 (meters)                     GEOID12A
 DN7095  GEOID HEIGHT    -        -30.627 (meters)                     GEOID18
 DN7095  NAD 83(2011) X  -   -157,830.010 (meters)                     COMP
 DN7095  NAD 83(2011) Y  - -4,530,275.153 (meters)                     COMP
 DN7095  NAD 83(2011) Z  -  4,472,196.817 (meters)                     COMP
 DN7095  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 DN7095
 DN7095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7095  Standards:
 DN7095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7095  -------------------------------------------------------------------
 DN7095  NETWORK    0.64   1.12           0.29   0.22   0.57      0.00606394
 DN7095  -------------------------------------------------------------------
 DN7095  Click here for local accuracies and other accuracy information.
 DN7095
 DN7095.The horizontal coordinates were established by GPS observations
 DN7095.and adjusted by the National Geodetic Survey in April 2013.
 DN7095
 DN7095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7095.been affixed to the stable North American tectonic plate. See 
 DN7095.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7095
 DN7095.The horizontal coordinates are valid at the epoch date displayed above
 DN7095.which is a decimal equivalence of Year/Month/Day.
 DN7095
 DN7095.The orthometric height was determined by GPS observations and a
 DN7095.high-resolution geoid model using precise GPS observation and
 DN7095.processing techniques.
 DN7095
 DN7095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7095.GEOID18 height accuracy estimate available here.
 DN7095
 DN7095.Click photographs - Photos may exist for this station.
 DN7095
 DN7095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7095
 DN7095.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7095
 DN7095.The ellipsoidal height was determined by GPS observations
 DN7095.and is referenced to NAD 83.
 DN7095
 DN7095. The following values were computed from the NAD 83(2011) position.
 DN7095
 DN7095;                    North         East     Units Scale Factor Converg.
 DN7095;SPC WI C     -   109,953.921   442,169.027   MT  0.99994146   -1 24 28.3
 DN7095;SPC WI C     -   360,740.49  1,450,682.88   sFT  0.99994146   -1 24 28.3
 DN7095;UTM  15      - 4,961,824.326   579,451.957   MT  0.99967762   +0 42 28.9
 DN7095
 DN7095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7095!SPC WI C     -   0.99996307  x   0.99994146  =   0.99990453
 DN7095!UTM  15      -   0.99996307  x   0.99967762  =   0.99964070
 DN7095
 DN7095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7945161824(NAD 83)
 DN7095
 DN7095                          SUPERSEDED SURVEY CONTROL
 DN7095
 DN7095  NAD 83(2007)-  44 48 19.44756(N)    091 59 43.14382(W) AD(2002.00) 1
 DN7095  ELLIP H (04/06/12)  235.572  (m)                       GP(2002.00) 1 1
 DN7095
 DN7095.Superseded values are not recommended for survey control.
 DN7095
 DN7095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7095.See file dsdata.pdf to determine how the superseded data were derived.
 DN7095
 DN7095_MARKER: DD = SURVEY DISK
 DN7095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7095_STAMPING: 27.13.19 BADGER
 DN7095_MARK LOGO: WI-033
 DN7095_PROJECTION: FLUSH
 DN7095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN7095+STABILITY: SURFACE MOTION
 DN7095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7095+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2021
 DN7095
 DN7095  HISTORY     - Date     Condition        Report By
 DN7095  HISTORY     - 1992     MONUMENTED       WI-033
 DN7095  HISTORY     - 20070828 GOOD             WIDT
 DN7095  HISTORY     - 20210412 GOOD             WI-033
 DN7095
 DN7095                          STATION DESCRIPTION
 DN7095
 DN7095'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7095'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DN7095'HIGHWAY X WEST AND 340TH AVENUE TO THE EAST ABOUT 7 MI (11.3 KM)
 DN7095'SOUTHWEST OF THE CITY OF MENOMONIE, GO EAST ON 340TH AVENUE FOR 1.9 MI
 DN7095'(3.1 KM) TO COUNTY HIGHWAY K.  TURN LEFT AND GO NORTH ON COUNTY
 DN7095'HIGHWAY K FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.
 DN7095'
 DN7095'THE STATION IS A BRONZE DUNN COUNTY GEODETIC CONTROL STATION DISK SET
 DN7095'IN THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN
 DN7095'THE RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN7095'THE STATION IS 6.3 M (20.7 FT) WEST OF THE CENTERLINE OF COUNTY
 DN7095'HIGHWAY K, 46.4 M (152.2 FT) NORTHWEST OF A POWER POLE, 45 M (147.6
 DN7095'FT) SOUTHWEST OF A POWER POLE, 30.3 M (99.4 FT) NORTHEAST OF POWER
 DN7095'POLE NUMBER -830 1 76-, A TELEPHONE PEDESTAL -L824-7- AND 1.0 M (3.3
 DN7095'FT) SOUTH, EAST AND NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DN7095'
 DN7095'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7095'DEGREES ABOVE THE HORIZON.
 DN7095
 DN7095                          STATION RECOVERY (2021)
 DN7095
 DN7095'RECOVERY NOTE BY DUNN COUNTY WISCONSIN 2021 (GB)
 DN7095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3486 ***********************************************************************
 DR3486  DESIGNATION -  BADGER
 DR3486  PID         -  DR3486
 DR3486  STATE/COUNTY-  WI/DOUGLAS
 DR3486  COUNTRY     -  US
 DR3486  USGS QUAD   -  SUPERIOR (2018)
 DR3486
 DR3486                         *CURRENT SURVEY CONTROL
 DR3486  ______________________________________________________________________
 DR3486* NAD 83(2011) POSITION- 46 44 26.19898(N) 092 05 26.74791(W)   ADJUSTED
 DR3486* NAD 83(2011) ELLIP HT-   157.672 (meters)        (09/09/19)   ADJUSTED
 DR3486* NAD 83(2011) EPOCH   -  2010.00
 DR3486* NAVD 88 ORTHO HEIGHT -   185.937 (meters)      610.03  (feet) ADJUSTED
 DR3486  ______________________________________________________________________
 DR3486  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 DR3486  NAD 83(2011) X  -   -159,751.508 (meters)                     COMP
 DR3486  NAD 83(2011) Y  - -4,375,925.339 (meters)                     COMP
 DR3486  NAD 83(2011) Z  -  4,622,165.938 (meters)                     COMP
 DR3486  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 DR3486  DYNAMIC HEIGHT  -        185.961 (meters)      610.11  (feet) COMP
 DR3486  MODELED GRAVITY -    980,741.1   (mgal)                       NAVD 88
 DR3486
 DR3486  VERT ORDER      -  SECOND    CLASS I
 DR3486
 DR3486  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3486  Standards:
 DR3486         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3486            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3486  -------------------------------------------------------------------
 DR3486  NETWORK    0.55   1.02           0.25   0.19   0.52     -0.03265512
 DR3486  -------------------------------------------------------------------
 DR3486  Click here for local accuracies and other accuracy information.
 DR3486
 DR3486.The horizontal coordinates were established by GPS observations
 DR3486.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR3486
 DR3486.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3486.been affixed to the stable North American tectonic plate. See 
 DR3486.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3486
 DR3486.The horizontal coordinates are valid at the epoch date displayed above
 DR3486.which is a decimal equivalence of Year/Month/Day.
 DR3486
 DR3486.The orthometric height was determined by differential leveling and
 DR3486.adjusted by the NATIONAL GEODETIC SURVEY
 DR3486.in April 2021.
 DR3486
 DR3486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3486.GEOID18 height accuracy estimate available here.
 DR3486
 DR3486.Click photographs - Photos may exist for this station.
 DR3486
 DR3486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3486
 DR3486.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3486
 DR3486.The ellipsoidal height was determined by GPS observations
 DR3486.and is referenced to NAD 83.
 DR3486
 DR3486.The dynamic height is computed by dividing the NAVD 88
 DR3486.geopotential number by the normal gravity value computed on the
 DR3486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3486.degrees latitude (g = 980.6199 gals.).
 DR3486
 DR3486.The modeled gravity was interpolated from observed gravity values.
 DR3486
 DR3486. The following values were computed from the NAD 83(2011) position.
 DR3486
 DR3486;                    North         East     Units Scale Factor Converg.
 DR3486;SPC WI N     -   177,044.536   440,236.173   MT  0.99999534   -1 30 29.6
 DR3486;SPC WI N     -   580,853.62  1,444,341.51   sFT  0.99999534   -1 30 29.6
 DR3486;UTM  15      - 5,176,741.168   569,458.898   MT  0.99965930   +0 39 43.9
 DR3486
 DR3486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3486!SPC WI N     -   0.99997528  x   0.99999534  =   0.99997062
 DR3486!UTM  15      -   0.99997528  x   0.99965930  =   0.99963459
 DR3486
 DR3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6945876741(NAD 83)
 DR3486
 DR3486                          SUPERSEDED SURVEY CONTROL
 DR3486
 DR3486  NAVD 88 (09/09/19)  185.93   (m)  GEOID12B model used  GPS OBS        
 DR3486
 DR3486.Superseded values are not recommended for survey control.
 DR3486
 DR3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR3486.See file dsdata.pdf to determine how the superseded data were derived.
 DR3486
 DR3486_MARKER: F = FLANGE-ENCASED ROD
 DR3486_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR3486_STAMPING: BADGER 2019
 DR3486_MARK LOGO: MNDT
 DR3486_PROJECTION: RECESSED 5 CENTIMETERS
 DR3486_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR3486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3486+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2019
 DR3486_ROD/PIPE-DEPTH: 8.2 meters
 DR3486
 DR3486  HISTORY     - Date     Condition        Report By
 DR3486  HISTORY     - 20190805 MONUMENTED       MNDT
 DR3486
 DR3486                          STATION DESCRIPTION
 DR3486
 DR3486'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR3486'ALONG CONNERS POINT INDUSTRIAL PARK IN SUPERIOR, 0.5 MILE EAST AND
 DR3486'SOUTHEAST ALONG HIGHWAY 53 (EAST 2ND STREET) FROM THE JUNCTION OF
 DR3486'TRUNK HIGHWAY 53 AND NORTH 3RD STREET IN SUPERIOR, THEN 0.12 MILE
 DR3486'NORTHEAST ALONG NORTH 5TH STREET, THEN 0.6 MILE NORTHWEST ALONG MAIN
 DR3486'STREET, 116.0 FEET NORTHWEST OF AN ENTRANCE TO GENESIS GATE 1, 48.5
 DR3486'FEET NORTHEAST OF MAIN STREET, 1.0 FOOT SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 CI8951 ***********************************************************************
 CI8951  DESIGNATION -  BADGER AZ MK
 CI8951  PID         -  CI8951
 CI8951  STATE/COUNTY-  WI/SAUK
 CI8951  COUNTRY     -  US
 CI8951  USGS QUAD   -  SAUK PRAIRIE (2018)
 CI8951
 CI8951                         *CURRENT SURVEY CONTROL
 CI8951  ______________________________________________________________________
 CI8951* NAD 83(1986) POSITION- 43 19 35.89   (N) 089 45 31.37   (W)   HD_HELD1
 CI8951* NAVD 88 ORTHO HEIGHT -   249.744 (meters)      819.37  (feet) ADJUSTED
 CI8951  ______________________________________________________________________
 CI8951  GEOID HEIGHT    -        -34.810 (meters)                     GEOID18
 CI8951  DYNAMIC HEIGHT  -        249.680 (meters)      819.16  (feet) COMP
 CI8951  MODELED GRAVITY -    980,356.6   (mgal)                       NAVD 88
 CI8951
 CI8951  VERT ORDER      -  SECOND    CLASS I
 CI8951
 CI8951.The horizontal coordinates were determined by differentially corrected
 CI8951.hand held GPS observations or other comparable positioning techniques
 CI8951.and have an estimated accuracy of +/- 3 meters.
 CI8951
 CI8951.The orthometric height was determined by differential leveling and
 CI8951.adjusted by the WI DEPT OF TRANSP
 CI8951.in May 2012.
 CI8951
 CI8951.Significant digits in the geoid height do not necessarily reflect accuracy.
 CI8951.GEOID18 height accuracy estimate available here.
 CI8951
 CI8951.Click photographs - Photos may exist for this station.
 CI8951
 CI8951.The dynamic height is computed by dividing the NAVD 88
 CI8951.geopotential number by the normal gravity value computed on the
 CI8951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CI8951.degrees latitude (g = 980.6199 gals.).
 CI8951
 CI8951.The modeled gravity was interpolated from observed gravity values.
 CI8951
 CI8951;                    North         East    Units  Estimated Accuracy
 CI8951;SPC WI S     -   147,404.7     619,568.8     MT  (+/- 3 meters HH1 GPS) 
 CI8951
 CI8951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7633100784(NAD 83)
 CI8951
 CI8951                          SUPERSEDED SURVEY CONTROL
 CI8951
 CI8951  NAVD 88 (04/20/07)  249.728  (m)          819.32   (f) SUPERSEDED  2 1
 CI8951
 CI8951.Superseded values are not recommended for survey control.
 CI8951
 CI8951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CI8951.See file dsdata.pdf to determine how the superseded data were derived.
 CI8951
 CI8951_MARKER: DZ = AZIMUTH MARK DISK
 CI8951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI8951_STAMPING: BADGER 1958
 CI8951_MARK LOGO: CGS
 CI8951_PROJECTION: FLUSH
 CI8951_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI8951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CI8951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CI8951+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 CI8951
 CI8951  HISTORY     - Date     Condition        Report By
 CI8951  HISTORY     - 1958     MONUMENTED       CGS
 CI8951  HISTORY     - 20031204 GOOD             WIDT
 CI8951  HISTORY     - 20081118 GOOD             WIDT
 CI8951
 CI8951                          STATION DESCRIPTION
 CI8951
 CI8951'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 CI8951'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 CI8951'STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY HIGHWAY Z AND
 CI8951'PRAIRIE ROAD ABOUT 2 MI (3.22 KM) NORTHWEST OF THE VILLAGE OF
 CI8951'PRAIRIEDU SAC, GO NORTH ON US HIGHWAY 12 FOR 0.8 MI (1.29 KM) TO THE
 CI8951'STATION ON THE RIGHT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 CI8951'SURVEY AZIMUTH MARK DISK SET IN THE TOP OF A 30-CM SQUARE CONCRETE
 CI8951'POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 16.3 M
 CI8951'(53.5 FT) EAST OF THE CENTERLINE OF THE TWO NORTHBOUND LANES OF US
 CI8951'HIGHWAY 12, 1.0 M (3.3 FT) NORTH OF A POWER POLE, 0.9 M (3.0 FT) SOUTH
 CI8951'OF AN ORANGE PLASTIC WITNESS POST, 0.3 M (1.0 FT) WEST OF A SAWED OFF
 CI8951'TELEPHONE POLE ABOUT 4 FT (1.2 M) HIGH, AND 0.3 M (1.0 FT) WEST OF A
 CI8951'BARBED WIRE FENCE.   ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 CI8951'DUE TO BEING OBSTRUCTED BY REFERENCED POWER POLE.
 CI8951
 CI8951                          STATION RECOVERY (2008)
 CI8951
 CI8951'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 CI8951'RECOVERED IN GOOD CONDITION.  NOTE--BOTH THE POWER POLE AND THE SAWED
 CI8951'OFF POWER POLE HAVE --SURVEY MARKER-- SIGNS ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0884 ***********************************************************************
 PN0884  DESIGNATION -  BAG
 PN0884  PID         -  PN0884
 PN0884  STATE/COUNTY-  WI/OUTAGAMIE
 PN0884  COUNTRY     -  US
 PN0884  USGS QUAD   -  SEYMOUR (2018)
 PN0884
 PN0884                         *CURRENT SURVEY CONTROL
 PN0884  ______________________________________________________________________
 PN0884* NAD 83(1991) POSITION- 44 30 18.09407(N) 088 16 47.83530(W)   ADJUSTED
 PN0884* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 PN0884  ______________________________________________________________________
 PN0884  GEOID HEIGHT    -        -36.243 (meters)                     GEOID18
 PN0884  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 PN0884  HORZ ORDER      -  FIRST
 PN0884
 PN0884.The horizontal coordinates were established by classical geodetic methods
 PN0884.and adjusted by the National Geodetic Survey in November 1991.
 PN0884
 PN0884.The orthometric height was scaled from a topographic map.
 PN0884
 PN0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0884.GEOID18 height accuracy estimate available here.
 PN0884
 PN0884.Click photographs - Photos may exist for this station.
 PN0884
 PN0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0884
 PN0884. The following values were computed from the NAD 83(1991) position.
 PN0884
 PN0884;                    North         East     Units Scale Factor Converg.
 PN0884;SPC WI C     -    76,085.684   736,767.247   MT  0.99996157   +1 12 49.0
 PN0884;SPC WI C     -   249,624.45  2,417,210.54   sFT  0.99996157   +1 12 49.0
 PN0884;UTM  16      - 4,928,764.164   398,255.099   MT  0.99972730   -0 53 50.2
 PN0884
 PN0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0884!SPC WI C     -   0.99996743  x   0.99996157  =   0.99992900
 PN0884!UTM  16      -   0.99996743  x   0.99972730  =   0.99969474
 PN0884
 PN0884:                Primary Azimuth Mark                     Grid Az
 PN0884:SPC WI C     -  BOX                                      097 32 21.9
 PN0884:UTM  16      -  BOX                                      099 39 01.1
 PN0884
 PN0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9825528764(NAD 83)
 PN0884
 PN0884|---------------------------------------------------------------------|
 PN0884| PID    Reference Object                     Distance      Geod. Az  |
 PN0884|                                                           dddmmss.s |
 PN0884| PN0045 BOX                                 APPROX. 1.1 KM 0984510.9 |
 PN0884|---------------------------------------------------------------------|
 PN0884
 PN0884                          SUPERSEDED SURVEY CONTROL
 PN0884
 PN0884  NAD 83(1986)-  44 30 18.08439(N)    088 16 47.82157(W) AD(       ) 1
 PN0884  NAD 27      -  44 30 18.12700(N)    088 16 47.45100(W) AD(       ) 1
 PN0884
 PN0884.Superseded values are not recommended for survey control.
 PN0884
 PN0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0884.See file dsdata.pdf to determine how the superseded data were derived.
 PN0884
 PN0884_MARKER: DE = TRAVERSE STATION DISK
 PN0884_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PN0884_STAMPING: BAG 1926
 PN0884_MARK LOGO: CGS
 PN0884_MAGNETIC: P = MARKER IS A STEEL PIPE
 PN0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0884
 PN0884  HISTORY     - Date     Condition        Report By
 PN0884  HISTORY     - 1926     MONUMENTED       CGS
 PN0884  HISTORY     - 1930     GOOD             CGS
 PN0884
 PN0884                          STATION DESCRIPTION
 PN0884
 PN0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0884'STATION IS LOCATED ABOUT 2.6 MILES E OF SEYMOUR, WISCONSIN, ALONG
 PN0884'THE TRACKS OF THE GREEN BAY AND WESTERN RAILWAY.  IT IS ABOUT 600
 PN0884'METERS W OF THE FIRST CURVE IN THE TRACK E OF SEYMOUR, AND ABOUT
 PN0884'30 METERS W OF A SMALL KNOLL ON THE N SIDE OF THE TRACK.  IT IS
 PN0884'7.5239 METERS, (24.682 FEET) N OF THE S RAIL.  AND 8.05 METERS
 PN0884'(26.40 FEET) S OF THE N PROPERTY FENCE.
 PN0884'
 PN0884'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 PN0884'4-INCH GALVANIZED IRON PIPE FILLED WITH CONCRETE AND ANCHORED
 PN0884'2-1/2 FEET BELOW THE SURFACE, WITH A BOLT THROUGH THE PIPE SET
 PN0884'IN CONCRETE.
 PN0884
 PN0884                          STATION RECOVERY (1930)
 PN0884
 PN0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0884'STATION FOUND AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION FOUND
 PN0884'TO BE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0137 ***********************************************************************
 QM0137  DESIGNATION -  BAGDAD
 QM0137  PID         -  QM0137
 QM0137  STATE/COUNTY-  WI/FOREST
 QM0137  COUNTRY     -  US
 QM0137  USGS QUAD   -  NEWALD (2018)
 QM0137
 QM0137                         *CURRENT SURVEY CONTROL
 QM0137  ______________________________________________________________________
 QM0137* NAD 83(1991) POSITION- 45 39 22.92713(N) 088 42 13.15024(W)   ADJUSTED
 QM0137* NAVD 88 ORTHO HEIGHT -   467.863 (meters)     1534.98  (feet) ADJUSTED
 QM0137  ______________________________________________________________________
 QM0137  GEOID HEIGHT    -        -33.494 (meters)                     GEOID18
 QM0137  LAPLACE CORR    -         -6.54  (seconds)                    DEFLEC18
 QM0137  DYNAMIC HEIGHT  -        467.838 (meters)     1534.90  (feet) COMP
 QM0137  MODELED GRAVITY -    980,547.9   (mgal)                       NAVD 88
 QM0137
 QM0137  HORZ ORDER      -  FIRST
 QM0137  VERT ORDER      -  FIRST     CLASS II
 QM0137
 QM0137.The horizontal coordinates were established by classical geodetic methods
 QM0137.and adjusted by the National Geodetic Survey in November 1991.
 QM0137
 QM0137.The orthometric height was determined by differential leveling and
 QM0137.adjusted by the NATIONAL GEODETIC SURVEY
 QM0137.in June 1991.
 QM0137
 QM0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0137.GEOID18 height accuracy estimate available here.
 QM0137
 QM0137.Click photographs - Photos may exist for this station.
 QM0137
 QM0137.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0137
 QM0137.The dynamic height is computed by dividing the NAVD 88
 QM0137.geopotential number by the normal gravity value computed on the
 QM0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0137.degrees latitude (g = 980.6199 gals.).
 QM0137
 QM0137.The modeled gravity was interpolated from observed gravity values.
 QM0137
 QM0137. The following values were computed from the NAD 83(1991) position.
 QM0137
 QM0137;                    North         East     Units Scale Factor Converg.
 QM0137;SPC WI N     -    55,251.801   701,033.138   MT  0.99998493   +0 56 06.5
 QM0137;SPC WI N     -   181,271.95  2,299,972.89   sFT  0.99998493   +0 56 06.5
 QM0137;UTM  16      - 5,057,280.310   367,268.400   MT  0.99981660   -1 13 06.8
 QM0137
 QM0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0137!SPC WI N     -   0.99993191  x   0.99998493  =   0.99991684
 QM0137!UTM  16      -   0.99993191  x   0.99981660  =   0.99974852
 QM0137
 QM0137:                Primary Azimuth Mark                     Grid Az
 QM0137:SPC WI N     -  BIEBEL                                   093 00 03.2
 QM0137:UTM  16      -  BIEBEL                                   095 09 16.5
 QM0137
 QM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6726857280(NAD 83)
 QM0137
 QM0137|---------------------------------------------------------------------|
 QM0137| PID    Reference Object                     Distance      Geod. Az  |
 QM0137|                                                           dddmmss.s |
 QM0137| QM0138 BIEBEL                              APPROX. 0.8 KM 0935609.7 |
 QM0137|---------------------------------------------------------------------|
 QM0137
 QM0137                          SUPERSEDED SURVEY CONTROL
 QM0137
 QM0137  NAD 83(1986)-  45 39 22.93027(N)    088 42 13.14878(W) AD(       ) 1
 QM0137  NAD 27      -  45 39 23.06700(N)    088 42 12.76500(W) AD(       ) 1
 QM0137  USSD        -  45 39 23.14500(N)    088 42 12.59600(W) AD(       ) 3
 QM0137  NGVD 29 (??/??/92)  467.853  (m)         1534.95   (f) ADJ UNCH    1 2
 QM0137  NGVD 29             467.85   (m)         1534.9    (f) LEVELING    3  
 QM0137
 QM0137.Superseded values are not recommended for survey control.
 QM0137
 QM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0137.See file dsdata.pdf to determine how the superseded data were derived.
 QM0137
 QM0137_MARKER: DS = TRIANGULATION STATION DISK
 QM0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0137_STAMPING: BAGDAD 1921
 QM0137_MARK LOGO: CGS
 QM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0137+STABILITY: SURFACE MOTION
 QM0137
 QM0137  HISTORY     - Date     Condition        Report By
 QM0137  HISTORY     - 1921     MONUMENTED       CGS
 QM0137  HISTORY     - 1934     MARK NOT FOUND   CGS
 QM0137  HISTORY     - 1935     GOOD             WIGS
 QM0137  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0137  HISTORY     - 20051205 MARK NOT FOUND   WIDT
 QM0137
 QM0137                          STATION DESCRIPTION
 QM0137
 QM0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0137'STATION IS ABOUT 1/2 MILE W OF LAONA JUNCTION AT THE INTERSECTION
 QM0137'OF THE S RAIL FROM THE E AND THE S RAIL FROM THE W, 100 METERS
 QM0137'W OF RAILROAD CULVERT 252.0 AND 3.41 METERS (11.19 FEET) N
 QM0137'OF THE N RAIL OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0137'MARIE RAILWAY.
 QM0137'
 QM0137'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0137'DISKS SET IN CONCRETE.
 QM0137
 QM0137                          STATION RECOVERY (1934)
 QM0137
 QM0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0137'0.6 MI W FROM LAONA.
 QM0137'0.6 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0137'MARIE RAILROAD FROM LAONA JUNCTION, FOREST COUNTY, AT A CURVE,
 QM0137'AT THE INTERSECTION OF THE LINES DEFINED BY THE SOUTH RAIL OF
 QM0137'THE EAST TANGENT AND THE SOUTH RAIL OF THE WEST TANGENT, 107
 QM0137'YARDS WEST OF CULVERT 252.0, AND 11.2 FEET NORTH OF THE NORTH
 QM0137'RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED BIGDAD
 QM0137'1921 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK
 QM0137'APPEARS TO HAVE BEEN STRUCK BY THE RAILROAD GRADER ALTHOUGH
 QM0137'NO PERSON ON THE SECTION CREW HAD SEEN THIS.  THEY HAVE NEVER
 QM0137'SEEN A MARK AT THIS LOCATION SINCE THE GRADER PASSED.
 QM0137
 QM0137                          STATION RECOVERY (1935)
 QM0137
 QM0137'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0137'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 QM0137
 QM0137                          STATION RECOVERY (1985)
 QM0137
 QM0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0137'MARK NOT FOUND.
 QM0137
 QM0137                          STATION RECOVERY (2005)
 QM0137
 QM0137'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0137'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT BUT
 QM0137'NO EVIDENCE OF THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8596 ***********************************************************************
 DP8596  DESIGNATION -  BAGLEY N GPS
 DP8596  PID         -  DP8596
 DP8596  STATE/COUNTY-  WI/OCONTO
 DP8596  COUNTRY     -  US
 DP8596  USGS QUAD   -  HICKORY CORNERS (2018)
 DP8596
 DP8596                         *CURRENT SURVEY CONTROL
 DP8596  ______________________________________________________________________
 DP8596* NAD 83(2011) POSITION- 45 06 49.28520(N) 088 17 52.91515(W)   ADJUSTED
 DP8596* NAD 83(2011) ELLIP HT-   219.266 (meters)        (04/14/17)   ADJUSTED
 DP8596* NAD 83(2011) EPOCH   -  2010.00
 DP8596* NAVD 88 ORTHO HEIGHT -   255.266 (meters)      837.49  (feet) ADJUSTED
 DP8596  ______________________________________________________________________
 DP8596  GEOID HEIGHT    -        -35.994 (meters)                     GEOID18
 DP8596  NAD 83(2011) X  -    133,914.042 (meters)                     COMP
 DP8596  NAD 83(2011) Y  - -4,506,813.550 (meters)                     COMP
 DP8596  NAD 83(2011) Z  -  4,496,428.998 (meters)                     COMP
 DP8596  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 DP8596  DYNAMIC HEIGHT  -        255.241 (meters)      837.40  (feet) COMP
 DP8596  MODELED GRAVITY -    980,512.2   (mgal)                       NAVD 88
 DP8596
 DP8596  VERT ORDER      -  SECOND    CLASS I
 DP8596
 DP8596  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8596  Standards:
 DP8596         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8596            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8596  -------------------------------------------------------------------
 DP8596  NETWORK    0.76   0.98           0.35   0.25   0.50      0.15895035
 DP8596  -------------------------------------------------------------------
 DP8596  Click here for local accuracies and other accuracy information.
 DP8596
 DP8596.The horizontal coordinates were established by GPS observations
 DP8596.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8596
 DP8596.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8596.been affixed to the stable North American tectonic plate. See 
 DP8596.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8596
 DP8596.The horizontal coordinates are valid at the epoch date displayed above
 DP8596.which is a decimal equivalence of Year/Month/Day.
 DP8596
 DP8596.The orthometric height was determined by differential leveling and
 DP8596.adjusted by the NATIONAL GEODETIC SURVEY
 DP8596.in February 2017.
 DP8596
 DP8596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8596.GEOID18 height accuracy estimate available here.
 DP8596
 DP8596.Click photographs - Photos may exist for this station.
 DP8596
 DP8596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8596
 DP8596.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8596
 DP8596.The ellipsoidal height was determined by GPS observations
 DP8596.and is referenced to NAD 83.
 DP8596
 DP8596.The dynamic height is computed by dividing the NAVD 88
 DP8596.geopotential number by the normal gravity value computed on the
 DP8596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8596.degrees latitude (g = 980.6199 gals.).
 DP8596
 DP8596.The modeled gravity was interpolated from observed gravity values.
 DP8596
 DP8596. The following values were computed from the NAD 83(2011) position.
 DP8596
 DP8596;                    North         East     Units Scale Factor Converg.
 DP8596;SPC WI C     -   143,676.561   733,912.544   MT  0.99994928   +1 12 03.1
 DP8596;SPC WI C     -   471,378.85  2,407,844.74   sFT  0.99994928   +1 12 03.1
 DP8596;UTM  16      - 4,996,399.584   397,897.766   MT  0.99972818   -0 55 11.1
 DP8596
 DP8596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8596!SPC WI C     -   0.99996562  x   0.99994928  =   0.99991491
 DP8596!UTM  16      -   0.99996562  x   0.99972818  =   0.99969381
 DP8596
 DP8596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9789796399(NAD 83)
 DP8596
 DP8596                          SUPERSEDED SURVEY CONTROL
 DP8596
 DP8596.No superseded survey control is available for this station.
 DP8596
 DP8596_MARKER: DD = SURVEY DISK
 DP8596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8596_STAMPING: BAGLEY N GPS 2012
 DP8596_MARK LOGO: WIDT
 DP8596_PROJECTION: FLUSH
 DP8596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8596+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DP8596
 DP8596  HISTORY     - Date     Condition        Report By
 DP8596  HISTORY     - 2012     MONUMENTED       WIDT
 DP8596  HISTORY     - 20140915 GOOD             WIDT
 DP8596  HISTORY     - 20150201 GOOD             WIDT
 DP8596
 DP8596                          STATION DESCRIPTION
 DP8596
 DP8596'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8596'THE STATION IS APPROXIMATELY 16.6 MI (26.7 KM) SOUTHWEST OF CRIVITZ,
 DP8596'9.9 MI (15.9 KM) SOUTHEAST OF MOUNTAIN AND 8.4 MI (13.5 KM)
 DP8596'NORTH-NORTHEAST OF SURING.
 DP8596'
 DP8596'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP8596'HIGHWAY SOUTH ABOUT 7 MI (11.3 KM) WEST-NORTHWEST OF THE VILLAGE OF
 DP8596'POUND, GO WEST ON STATE HIGHWAY 64 FOR 3.0 MI (4.8 KM) TO OLD HIGHWAY
 DP8596'64 ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 2.8 MI (4.5
 DP8596'KM) TO A FIELD ENTRANCE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP8596'
 DP8596'THE STATION IS 11.0 M (36.1 FT) NORTH OF THE CENTERLINE OF STATE
 DP8596'HIGHWAY 64, 38.5 M (126.3 FT) EAST OF THE NORTH END OF A 36 INCH (91
 DP8596'CM) DIAMETER CONCRETE CULVERT, 29.0 M (95.1 FT) WEST OF A POWER POLE
 DP8596'-45-, 8 M (26.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE SOUTH AND
 DP8596'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4
 DP8596'GUARD POSTS.
 DP8596'
 DP8596'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8596'DEGREES ABOVE THE HORIZON EXCEPT FOR A FEW TREES TO THE SOUTH
 DP8596'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE
 DP8596'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DP8596'DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT
 DP8596'LEVEL WITH THE HIGHWAY GRADE.
 DP8596
 DP8596                          STATION RECOVERY (2015)
 DP8596
 DP8596'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DP8596'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0742 ***********************************************************************
 OM0742  DESIGNATION -  BAILEY
 OM0742  PID         -  OM0742
 OM0742  STATE/COUNTY-  WI/WAUKESHA
 OM0742  COUNTRY     -  US
 OM0742  USGS QUAD   -  MENOMONEE FALLS (2018)
 OM0742
 OM0742                         *CURRENT SURVEY CONTROL
 OM0742  ______________________________________________________________________
 OM0742* NAD 83(1991) POSITION- 43 10 37.62007(N) 088 04 31.30706(W)   ADJUSTED
 OM0742* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 OM0742  ______________________________________________________________________
 OM0742  GEOID HEIGHT    -        -34.987 (meters)                     GEOID18
 OM0742  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 OM0742  HORZ ORDER      -  THIRD
 OM0742
 OM0742.The horizontal coordinates were established by classical geodetic methods
 OM0742.and adjusted by the National Geodetic Survey in November 1991.
 OM0742
 OM0742.The orthometric height was scaled from a topographic map.
 OM0742
 OM0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0742.GEOID18 height accuracy estimate available here.
 OM0742
 OM0742.Click photographs - Photos may exist for this station.
 OM0742
 OM0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0742
 OM0742. The following values were computed from the NAD 83(1991) position.
 OM0742
 OM0742;                    North         East     Units Scale Factor Converg.
 OM0742;SPC WI S     -   132,571.880   756,461.978   MT  0.99994016   +1 19 20.7
 OM0742;SPC WI S     -   434,946.24  2,481,825.67   sFT  0.99994016   +1 19 20.7
 OM0742;UTM  16      - 4,781,044.857   412,600.774   MT  0.99969397   -0 44 09.1
 OM0742
 OM0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0742!SPC WI S     -   0.99996723  x   0.99994016  =   0.99990740
 OM0742!UTM  16      -   0.99996723  x   0.99969397  =   0.99966121
 OM0742
 OM0742:                Primary Azimuth Mark                     Grid Az
 OM0742:SPC WI S     -  MENOMONEE FALLS MUNICIPAL TANK           276 49 10.7
 OM0742:UTM  16      -  MENOMONEE FALLS MUNICIPAL TANK           278 52 40.5
 OM0742
 OM0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1260081044(NAD 83)
 OM0742
 OM0742|---------------------------------------------------------------------|
 OM0742| PID    Reference Object                     Distance      Geod. Az  |
 OM0742|                                                           dddmmss.s |
 OM0742| OM0741 FREISTADT TRINITY EVAN LUTH CH      APPROX. 6.9 KM 0214730.0 |
 OM0742| CI8955 BAILEY RM 1                          17.865 METERS 07739     |
 OM0742| CI8954 BAILEY AZ MK                                       1115116.4 |
 OM0742| CI8957 BAILEY RM 3                          13.026 METERS 16516     |
 OM0742| OM0749 BAILEY 2                            104.394 METERS 21647     |
 OM0742| CI8958 BAILEY RM 4                          16.052 METERS 26947     |
 OM0742| OM0746 MENOMONEE FALLS MUNICIPAL TANK      APPROX. 3.7 KM 2780831.4 |
 OM0742| OM0750 BAILEY 2 AZ MK                      207.376 METERS 28010     |
 OM0742| CI8956 BAILEY RM 2                          12.543 METERS 31755     |
 OM0742|---------------------------------------------------------------------|
 OM0742
 OM0742                          SUPERSEDED SURVEY CONTROL
 OM0742
 OM0742  NAD 83(1986)-  43 10 37.61054(N)    088 04 31.31704(W) AD(       ) 3
 OM0742  NAD 27      -  43 10 37.58200(N)    088 04 30.99100(W) AD(       ) 3
 OM0742
 OM0742.Superseded values are not recommended for survey control.
 OM0742
 OM0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0742.See file dsdata.pdf to determine how the superseded data were derived.
 OM0742
 OM0742_MARKER: DS = TRIANGULATION STATION DISK
 OM0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0742_STAMPING: BAILEY 1953
 OM0742_MARK LOGO: CGS
 OM0742_PROJECTION: FLUSH
 OM0742_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0742+STABILITY: SURFACE MOTION
 OM0742
 OM0742  HISTORY     - Date     Condition        Report By
 OM0742  HISTORY     - 1953     MONUMENTED       CGS
 OM0742  HISTORY     - 1957     GOOD             USGS
 OM0742  HISTORY     - 1958     GOOD             CHIAS
 OM0742  HISTORY     - 1962     GOOD             CGS
 OM0742  HISTORY     - 1964     GOOD             ALSTER
 OM0742  HISTORY     - 1979     GOOD             NGS
 OM0742  HISTORY     - 19940823 MARK NOT FOUND   USPSQD
 OM0742
 OM0742                          STATION DESCRIPTION
 OM0742
 OM0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0742'STATION IS LOCATED ON THE GROUNDS OF THE BAILEY SCHOOL, IN
 OM0742'THE SOUTHWEST CORNER OF THE INTERSECTION OF U.S. HIGHWAY
 OM0742'45 AND STATE HIGHWAY 55 AND STATE HIGHWAY 74 ABOUT 2 MILES
 OM0742'EAST OF MENOMONEE FALLS.  IT IS 63 FEET SOUTH OF THE CENTER
 OM0742'OF HIGHWAY 74, 43 FEET NORTHWEST OF THE NORTHWEST CORNER
 OM0742'OF THE SCHOOL BUILDING AND 35 FEET SOUTHWEST OF A 13 INCH
 OM0742'MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BAILEY
 OM0742'1953.
 OM0742'
 OM0742'REFERENCE MARK NO. 1 IS 55 FEET NORTH OF THE NORTHEAST CORNER
 OM0742'OF THE SCHOOL BUILDING, 23 FEET EAST OF A 13 INCH MAPLE
 OM0742'TREE AND 19 FEET SOUTH OF A FENCE.  THE DISK IS SET FLUSH
 OM0742'IN A DRILLHOLE IN THE SOUTHEAST CORNER OF A CONCRETE WELL
 OM0742'COVER AND IT IS STAMPED BAILEY NO 1 1953.
 OM0742'
 OM0742'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF THE CENTER OF
 OM0742'THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0742'BAILEY NO 2 1953.
 OM0742'
 OM0742'AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF A CONCRETE SIDEWALK,
 OM0742'8 FEET WEST OF THE SOUTHWEST CORNER OF A LARGE BRICK BUILDING
 OM0742'(NIGHTINGALE BALLROOM) AND 2 FEET EAST OF THE WEST EDGE
 OM0742'OF THE SIDEWALK.  THE DISK IS SET FLUSH IN A DRILLHOLE IN
 OM0742'THE SIDEWALK AND IT IS STAMPED BAILEY 1953.
 OM0742'
 OM0742'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 OM0742'74 FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 OM0742'HIGHWAY 55.  TURN RIGHT AND GO SOUTHEAST ON HIGHWAY NOS.
 OM0742'45 AND 55 FOR ABOUT 0.05 MILE TO A LARGE BRICK BUILDING
 OM0742'ON THE LEFT AND THE MARK IN THE SIDEWALK AS DESCRIBED.
 OM0742'
 OM0742'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0742
 OM0742                          STATION RECOVERY (1957)
 OM0742
 OM0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OM0742'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON GROUNDS
 OM0742'OF THE BAILEY SCHOOL, IN THE SW CORNER OF THE INTERSECTION
 OM0742'OF U.S. HIGHWAY 45, 55 AND 74 ABOUT 2 MILES E OF MENOMONEE
 OM0742'FALLS.  IT IS 63 FEET S OF THE CENTER OF HIGHWAY 74, 41.4
 OM0742'FEET NW OF THE NW CORNER OF THE FRONT SECTION OF THE SCHOOL
 OM0742'BUILDING AND 39.5 FEET SW OF A 13 INCH MAPLE TREE.  THE
 OM0742'MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 OM0742'STAMPED BAILEY 1953.
 OM0742
 OM0742                          STATION RECOVERY (1958)
 OM0742
 OM0742'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1958
 OM0742'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 OM0742'THAT IT HAS BEEN BURIED UNDER ABOUT 6 INCHES OF NEW FILL
 OM0742'IN THE SCHOOLYARD.
 OM0742
 OM0742                          STATION RECOVERY (1962)
 OM0742
 OM0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 OM0742'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OM0742'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE REFERENCE
 OM0742'MARKS, SO THEY WERE MOVED.  LOCAL REFERENCE MEASUREMENTS
 OM0742'HAVE CHANGED, SO A COMPLETE DESCRIPTION FOLLOWS.
 OM0742'
 OM0742'STATION IS LOCATED ON THE GROUNDS OF THE BAILEY SCHOOL IN
 OM0742'THE SOUTHWEST CORNER OF THE INTERSECTION OF U.S. HIGHWAY
 OM0742'45 AND STATE HIGHWAY 55 AND STATE HIGHWAY 74 ABOUT 2 MILES
 OM0742'EAST OF MENOMONEE FALLS, 64 FEET SOUTH OF THE CENTER OF
 OM0742'STATE HIGHWAY 74, 41.5 FEET NORTH-NORTHWEST OF THE NORTHWEST
 OM0742'CORNER OF THE NORTH WING ON BAILEY SCHOOL, 102 FEET
 OM0742'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE WEST WING OF BAILEY
 OM0742'SCHOOL, 21 FEET NORTH OF THE CENTER OF DRIVEWAY ALONG
 OM0742'NORTH SIDE OF SCHOOL, AND 72.5 FEET NORTHWEST OF THE
 OM0742'NORTHEAST CORNER OF BAILEY SCHOOL.  THE MARK IS 6 INCHES
 OM0742'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 OM0742'BAILEY 1953.  NOTE 1A AND 7A.
 OM0742'
 OM0742'REFERENCE MARK NO. 3 IS 42.77 FEET SOUTH-SOUTHEAST OF THE
 OM0742'STATION SET IN A DRILLHOLE IN THE SIDEWALK LEADING TO THE
 OM0742'NORTH ENTRANCE TO THE BAILEY SCHOOL, AND 1.5 FEET SOUTH
 OM0742'OF THE NORTHWEST CORNER OF THE NORTH WING OF THE BAILEY
 OM0742'SCHOOL.  THE DISK IS STAMPED BAILEY NO 3 1953.
 OM0742'
 OM0742'REFERENCE MARK NO. 4 IS 52.66 FEET WEST OF THE STATION, 66
 OM0742'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 74, 88 FEET
 OM0742'NORTH OF THE NORTHWEST CORNER OF THE WEST WING OF BAILEY
 OM0742'SCHOOL, AND 76 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 OM0742'OF THE NORTH WING OF BAILEY SCHOOL.  THE MARK PROJECTS 1
 OM0742'INCH AND THE DISK IS STAMPED BAILEY NO 4 1953.  NOTE 11A.
 OM0742'
 OM0742'DISTANCE BETWEEN R.M.S IS 75.69 FEET.
 OM0742'
 OM0742'AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF A CONCRETE SIDEWALK,
 OM0742'8 FEET WEST OF THE SOUTHWEST CORNER OFA LARGE BRICK BUILDING
 OM0742'(NIGHTINGALE BALLROOM) AND 2 FEET EAST OF THE WEST EDGE
 OM0742'OF THE SIDEWALK.  THE DISK IS SET FLUSH IN A DRILLHOLE IN
 OM0742'THE SIDEWALK AND IS STAMPED BAILEY 1953.  NO WITNESS POST.
 OM0742'
 OM0742'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 OM0742'HIGHWAY 74 FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY
 OM0742'45 AND STATE HIGHWAY 55.  TURN RIGHT AND GO SOUTHEAST ON
 OM0742'U.S. HIGHWAY 45 AND STATE HIGHWAY 55 FOR 0.05 MILE TO LARGE
 OM0742'BRICK BUILDING ON THE LEFT AND THE AZIMUTH MARK IN THE SIDEWALK
 OM0742'AS DESCRIBED.
 OM0742
 OM0742                          STATION RECOVERY (1964)
 OM0742
 OM0742'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1964
 OM0742'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  SEE STATION
 OM0742'STAR 1041.
 OM0742
 OM0742                          STATION RECOVERY (1979)
 OM0742
 OM0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OM0742'STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK 1953 FOUND
 OM0742'IN GOOD CONDITION.  STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH
 OM0742'MARK WAS IN THE WAY OF PLANNED HIGHWAY CONSTRUCTION.  AFTER
 OM0742'ESTABLISHING BAILEY 2 REFERENCE MARK 4 WAS DESTROYED AND THE DISK
 OM0742'SALVAGED.  THE STATION MARK AND AZIMUTH MARK ARE BOTH UNDERGROUND,
 OM0742'AND WERE LEFT INTACT.
 OM0742'
 OM0742'REFERENCE MARK 3 WAS NOT IN THE WAY OF ROAD WORK AND LEFT INTACT, IT
 OM0742'IS NOT VISIBLE TO STATION BAILEY 2.
 OM0742'
 OM0742'THE DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DISTANCE TO
 OM0742'REFERENCE MARK 4 CHECKED.  REFERENCE MARK 3 WAS SHORTER BY 0.03
 OM0742'FOOT.  FOR FURTHER INFORMATION SEE DESCRIPTION BAILEY 2.
 OM0742
 OM0742                          STATION RECOVERY (1994)
 OM0742
 OM0742'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0742'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0749 ***********************************************************************
 OM0749  DESIGNATION -  BAILEY 2
 OM0749  PID         -  OM0749
 OM0749  STATE/COUNTY-  WI/WAUKESHA
 OM0749  COUNTRY     -  US
 OM0749  USGS QUAD   -  MENOMONEE FALLS (2018)
 OM0749
 OM0749                         *CURRENT SURVEY CONTROL
 OM0749  ______________________________________________________________________
 OM0749* NAD 83(1991) POSITION- 43 10 34.91097(N) 088 04 34.07519(W)   NO CHECK
 OM0749* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 OM0749  ______________________________________________________________________
 OM0749  GEOID HEIGHT    -        -34.986 (meters)                     GEOID18
 OM0749  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 OM0749  HORZ ORDER      -  THIRD
 OM0749
 OM0749.The horizontal coordinates were established by classical geodetic methods
 OM0749.and adjusted by the National Geodetic Survey in November 1991.
 OM0749
 OM0749.No horizontal observational check was made to the station.
 OM0749
 OM0749.The orthometric height was scaled from a topographic map.
 OM0749
 OM0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0749.GEOID18 height accuracy estimate available here.
 OM0749
 OM0749.Click photographs - Photos may exist for this station.
 OM0749
 OM0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0749
 OM0749. The following values were computed from the NAD 83(1991) position.
 OM0749
 OM0749;                    North         East     Units Scale Factor Converg.
 OM0749;SPC WI S     -   132,486.861   756,401.409   MT  0.99994021   +1 19 18.8
 OM0749;SPC WI S     -   434,667.31  2,481,626.96   sFT  0.99994021   +1 19 18.8
 OM0749;UTM  16      - 4,780,962.089   412,537.206   MT  0.99969410   -0 44 11.0
 OM0749
 OM0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0749!SPC WI S     -   0.99996723  x   0.99994021  =   0.99990745
 OM0749!UTM  16      -   0.99996723  x   0.99969410  =   0.99966134
 OM0749
 OM0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1253780962(NAD 83)
 OM0749
 OM0749|---------------------------------------------------------------------|
 OM0749| PID    Reference Object                     Distance      Geod. Az  |
 OM0749|                                                           dddmmss.s |
 OM0749| CI8959 BAILEY 2 RM 5                         9.202 METERS 00735     |
 OM0749| OM0742 BAILEY                              104.394 METERS 03647     |
 OM0749| CI8960 BAILEY 2 RM 6                         7.119 METERS 22738     |
 OM0749| OM0750 BAILEY 2 AZ MK                      185.753 METERS 31020     |
 OM0749|---------------------------------------------------------------------|
 OM0749
 OM0749                          SUPERSEDED SURVEY CONTROL
 OM0749
 OM0749  NAD 83(1986)-  43 10 34.90146(N)    088 04 34.08519(W) AD(       ) 3
 OM0749  NAD 27      -  43 10 34.87290(N)    088 04 33.75907(W) AD(       ) 3
 OM0749
 OM0749.Superseded values are not recommended for survey control.
 OM0749
 OM0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0749.See file dsdata.pdf to determine how the superseded data were derived.
 OM0749
 OM0749_MARKER: DH = HORIZONTAL CONTROL DISK
 OM0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0749_STAMPING: BAILEY 2 1979
 OM0749_MARK LOGO: NGS
 OM0749_PROJECTION: RECESSED 3 CENTIMETERS
 OM0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0749+STABILITY: SURFACE MOTION
 OM0749
 OM0749  HISTORY     - Date     Condition        Report By
 OM0749  HISTORY     - 1979     MONUMENTED       NGS
 OM0749  HISTORY     - 20030221 MARK NOT FOUND   USPSQD
 OM0749
 OM0749                          STATION DESCRIPTION
 OM0749
 OM0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OM0749'STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF THE BAILEY SCHOOL
 OM0749'GROUNDS, AT THE SOUTHWEST PART OF THE INTERSECTION OF STATE HIGHWAY
 OM0749'74 WHICH IS MAIN STREET AND APPLETON AVENUE, ABOUT 2 MILES EAST OF THE
 OM0749'TOWN OF MENOMONEE FALLS, 0.75 MILE EAST OF THE INTERSECTION OF
 OM0749'U.S. HIGHWAYS 41, 45 AND STATE HIGHWAY 74, 241.3 FEET SOUTHWEST OF
 OM0749'THE NORTHWEST CORNER OF THE BAILEY SCHOOL, 195.4 FEET SOUTHWEST OF
 OM0749'THE SOUTHWEST CORNER OF THE SCHOOL, 129.0 FEET SSE OF A 40 FOOT TALL
 OM0749'ANTENNA ON A CONCRETE BASE, 33 FEET SOUTH OF THE SOUTHWEST EDGE OF A
 OM0749'PAVED PLAY AREA AND 23.3 FEET WEST OF THE APPROXIMATELY CENTERLINE
 OM0749'OF BAILEY SCHOOL ROAD.  THE MARK IS UNDERGROUND 1 INCH AND THE DISK
 OM0749'IS STAMPED BAILEY 2 1979.
 OM0749'
 OM0749'REFERENCE MARK 5 IS 103 FEET SOUTHEAST OF THE ANTENNA, 29 FEET EAST
 OM0749'OF THE ROAD AND 3 FEET SOUTH OF THE SOUTHWEST EDGE OF PAVED PLAY
 OM0749'AREA.  THE MARK IS UNDERGROUND 2 INCHES AND THE DISK STAMPED BAILEY
 OM0749'2 NO 5 1979.
 OM0749'
 OM0749'REFERENCE MARK 6 IS 57 FEET SOUTH OF THE SOUTHWEST EDGE OF THE PAVED
 OM0749'PLAY AREA AND 24 FEET EAST OF THE BAILEY SCHOOL ROAD.  THE MARK IS
 OM0749'AN ALUMINUM TYPE 3 FOOT MARK SET IN CEMENT IN A 6 INCH ROUND HOLE
 OM0749'THATS 3 FEET DEEP.  THE MARKER IS UNDERGROUND 1 INCH AND STAMPED
 OM0749'BAILEY 2 NO 6 1979.
 OM0749'
 OM0749'THE AZIMUTH MARK IS 100 FEET WEST OF THE EAST ENTRANCE TO THE ST
 OM0749'MARYS CEMETERY, 24.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 16
 OM0749'FEET SOUTH WEST OF THE SEVERA HEADSTONE OF CEMETERY AND 2.0 FEET
 OM0749'SOUTH OF FENCE AND METAL WITNESS POST.  THE MARK IS FLUSH AND
 OM0749'THE DISK STAMPED BAILEY 2 1979.
 OM0749'
 OM0749'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 41, 45
 OM0749'AND STATE HIGHWAY 74 AT THE EAST EDGE OF MENOMONEE FALLS, GO EAST
 OM0749'ON HIGHWAY 74 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH
 OM0749'SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE AHEAD 0.1 MILE TO ROAD
 OM0749'RIGHT.  TURN RIGHT, GO SOUTH ON GRAVEL ROAD TO A PLAY AREA AND
 OM0749'STATION ON LEFT 0.05 MILE AS DESCRIBED.
 OM0749
 OM0749                          STATION RECOVERY (2003)
 OM0749
 OM0749'RECOVERY NOTE BY US POWER SQUADRON 2003 (RH)
 OM0749'BAILEY SCHOOL NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0750 ***********************************************************************
 OM0750  DESIGNATION -  BAILEY 2 AZ MK
 OM0750  PID         -  OM0750
 OM0750  STATE/COUNTY-  WI/WAUKESHA
 OM0750  COUNTRY     -  US
 OM0750  USGS QUAD   -  MENOMONEE FALLS (2018)
 OM0750
 OM0750                         *CURRENT SURVEY CONTROL
 OM0750  ______________________________________________________________________
 OM0750* NAD 83(1991) POSITION- 43 10 38.80678(N) 088 04 40.34475(W)   NO CHECK
 OM0750* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 OM0750  ______________________________________________________________________
 OM0750  GEOID HEIGHT    -        -34.983 (meters)                     GEOID18
 OM0750  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 OM0750  HORZ ORDER      -  THIRD
 OM0750
 OM0750.The horizontal coordinates were established by classical geodetic methods
 OM0750.and adjusted by the National Geodetic Survey in November 1991.
 OM0750
 OM0750.No horizontal observational check was made to the station.
 OM0750
 OM0750.The orthometric height was scaled from a topographic map.
 OM0750
 OM0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0750.GEOID18 height accuracy estimate available here.
 OM0750
 OM0750.Click photographs - Photos may exist for this station.
 OM0750
 OM0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0750
 OM0750. The following values were computed from the NAD 83(1991) position.
 OM0750
 OM0750;                    North         East     Units Scale Factor Converg.
 OM0750;SPC WI S     -   132,603.782   756,257.083   MT  0.99994014   +1 19 14.5
 OM0750;SPC WI S     -   435,050.91  2,481,153.45   sFT  0.99994014   +1 19 14.5
 OM0750;UTM  16      - 4,781,084.088   412,397.208   MT  0.99969440   -0 44 15.3
 OM0750
 OM0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0750!SPC WI S     -   0.99996723  x   0.99994014  =   0.99990738
 OM0750!UTM  16      -   0.99996723  x   0.99969440  =   0.99966164
 OM0750
 OM0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1239781084(NAD 83)
 OM0750
 OM0750                          SUPERSEDED SURVEY CONTROL
 OM0750
 OM0750  NAD 83(1986)-  43 10 38.79727(N)    088 04 40.35473(W) AD(       ) 3
 OM0750  NAD 27      -  43 10 38.76875(N)    088 04 40.02839(W) AD(       ) 3
 OM0750
 OM0750.Superseded values are not recommended for survey control.
 OM0750
 OM0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0750.See file dsdata.pdf to determine how the superseded data were derived.
 OM0750
 OM0750_MARKER: DZ = AZIMUTH MARK DISK
 OM0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0750_STAMPING: BAILEY 2 1979
 OM0750_MARK LOGO: NGS
 OM0750_PROJECTION: FLUSH
 OM0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0750+STABILITY: SURFACE MOTION
 OM0750
 OM0750  HISTORY     - Date     Condition        Report By
 OM0750  HISTORY     - 1979     MONUMENTED       NGS
 OM0750
 OM0750                          STATION DESCRIPTION
 OM0750
 OM0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OM0750'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-NORTHEAST OF SUSSEX,
 OM0750'6.5 MI (10.5 KM) SOUTHWEST OF THIENSVILLE AND 2.0 MI (3.2 KM) EAST OF
 OM0750'MENOMONEE FALLS.
 OM0750'
 OM0750'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 41, 45 AND STATE
 OM0750'HIGHWAY 74 AT THE EAST EDGE OF MENOMONEE FALLS, GO EAST ON HIGHWAY 74
 OM0750'FOR 0.65 MILE TO THE MARK ON THE LEFT, NORTH SIDE OF HIGHWAY.
 OM0750'
 OM0750'IT IS 100 FEET WEST OF THE EAST ENTRANCE TO ST MARYS CEMETERY, 24.5
 OM0750'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 16 FEET SOUTHWEST OF THE
 OM0750'SEVERA HEADSTONE OF THE CEMETERY AND 2.0 FEET SOUTH OF A FENCE AND
 OM0750'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8494 ***********************************************************************
 AB8494  DESIGNATION -  BAILEY GPS 150
 AB8494  PID         -  AB8494
 AB8494  STATE/COUNTY-  WI/BURNETT
 AB8494  COUNTRY     -  US
 AB8494  USGS QUAD   -  YELLOW LAKE (2019)
 AB8494
 AB8494                         *CURRENT SURVEY CONTROL
 AB8494  ______________________________________________________________________
 AB8494* NAD 83(2011) POSITION- 45 57 33.55042(N) 092 28 02.55881(W)   ADJUSTED
 AB8494* NAD 83(2011) ELLIP HT-   263.815 (meters)        (06/27/12)   ADJUSTED
 AB8494* NAD 83(2011) EPOCH   -  2010.00
 AB8494* NAVD 88 ORTHO HEIGHT -   290.277 (meters)      952.35  (feet) ADJUSTED
 AB8494  ______________________________________________________________________
 AB8494  GEOID HEIGHT    -        -26.462 (meters)                     GEOID18
 AB8494  NAD 83(2011) X  -   -191,220.002 (meters)                     COMP
 AB8494  NAD 83(2011) Y  - -4,437,637.030 (meters)                     COMP
 AB8494  NAD 83(2011) Z  -  4,562,295.014 (meters)                     COMP
 AB8494  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 AB8494  DYNAMIC HEIGHT  -        290.303 (meters)      952.44  (feet) COMP
 AB8494  MODELED GRAVITY -    980,695.2   (mgal)                       NAVD 88
 AB8494
 AB8494  VERT ORDER      -  SECOND    CLASS I
 AB8494
 AB8494  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8494  Standards:
 AB8494         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8494            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8494  -------------------------------------------------------------------
 AB8494  NETWORK    0.64   1.00           0.29   0.22   0.51      0.02853219
 AB8494  -------------------------------------------------------------------
 AB8494  Click here for local accuracies and other accuracy information.
 AB8494
 AB8494.The horizontal coordinates were established by GPS observations
 AB8494.and adjusted by the National Geodetic Survey in June 2012.
 AB8494
 AB8494.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8494.been affixed to the stable North American tectonic plate. See 
 AB8494.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8494
 AB8494.The horizontal coordinates are valid at the epoch date displayed above
 AB8494.which is a decimal equivalence of Year/Month/Day.
 AB8494
 AB8494.The orthometric height was determined by differential leveling and
 AB8494.adjusted by the NATIONAL GEODETIC SURVEY
 AB8494.in September 2016.
 AB8494
 AB8494.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8494.GEOID18 height accuracy estimate available here.
 AB8494
 AB8494.Click photographs - Photos may exist for this station.
 AB8494
 AB8494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8494
 AB8494.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8494
 AB8494.The ellipsoidal height was determined by GPS observations
 AB8494.and is referenced to NAD 83.
 AB8494
 AB8494.The dynamic height is computed by dividing the NAVD 88
 AB8494.geopotential number by the normal gravity value computed on the
 AB8494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8494.degrees latitude (g = 980.6199 gals.).
 AB8494
 AB8494.The modeled gravity was interpolated from observed gravity values.
 AB8494
 AB8494. The following values were computed from the NAD 83(2011) position.
 AB8494
 AB8494;                    North         East     Units Scale Factor Converg.
 AB8494;SPC WI N     -    91,068.937   408,768.735   MT  0.99995193   -1 46 47.6
 AB8494;SPC WI N     -   298,782.00  1,341,102.09   sFT  0.99995193   -1 46 47.6
 AB8494;UTM  15      - 5,089,665.534   541,272.392   MT  0.99962094   +0 22 58.4
 AB8494
 AB8494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8494!SPC WI N     -   0.99995864  x   0.99995193  =   0.99991058
 AB8494!UTM  15      -   0.99995864  x   0.99962094  =   0.99957960
 AB8494
 AB8494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4127289665(NAD 83)
 AB8494
 AB8494                          SUPERSEDED SURVEY CONTROL
 AB8494
 AB8494  NAD 83(2007)-  45 57 33.55052(N)    092 28 02.55941(W) AD(2002.00) 0
 AB8494  ELLIP H (02/10/07)  263.851  (m)                       GP(2002.00)    
 AB8494  NAD 83(1997)-  45 57 33.55054(N)    092 28 02.55982(W) AD(       ) 1
 AB8494  ELLIP H (01/30/03)  263.882  (m)                       GP(       ) 4 1
 AB8494  NAD 83(1991)-  45 57 33.55026(N)    092 28 02.55815(W) AD(       ) 1
 AB8494  ELLIP H (12/09/96)  263.918  (m)                       GP(       ) 4 1
 AB8494  NAVD 88             290.28   (m)          952.4    (f) LEVELING    3  
 AB8494  NAVD 88 (05/08/12)  290.277  (m)          952.35   (f) SUPERSEDED  2 1
 AB8494  NAVD 88 (12/09/96)  290.3    (m)  GEOID93  model used  GPS OBS        
 AB8494
 AB8494.Superseded values are not recommended for survey control.
 AB8494
 AB8494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8494.See file dsdata.pdf to determine how the superseded data were derived.
 AB8494
 AB8494_MARKER: DD = SURVEY DISK
 AB8494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8494_STAMPING: BAILEY GPS 150 1993
 AB8494_MARK LOGO: WI-013
 AB8494_PROJECTION: FLUSH
 AB8494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8494+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2010
 AB8494
 AB8494  HISTORY     - Date     Condition        Report By
 AB8494  HISTORY     - 1993     MONUMENTED       WI-013
 AB8494  HISTORY     - 20100721 GOOD             WIDT
 AB8494
 AB8494                          STATION DESCRIPTION
 AB8494
 AB8494'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8494'THE STATION IS LOCATED 9.6 KM (5.95 MI) SOUTHWEST OF THE VILLAGE OF
 AB8494'DANBURY, WISCONSIN (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK
 AB8494'HIGHWAY 35 INTERSECT) , 11.8 KM (7.35 MI) NORTHWEST OF THE VILLAGE OF
 AB8494'WEBSTER, WISCONSIN, IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER,
 AB8494'SECTION 16, T40N, R17W, TOWN OF UNION.  TO REACH THE STATION FROM THE
 AB8494'VILLAGE OF DANBURY (WHERE STATE TRUNK HIGHWAY 35 AND STATE TRUNK
 AB8494'HIGHWAY 77 JUNCTION) GO WEST ALONG STATE HIGHWAY 77 1.6 KM (1.00 MI)
 AB8494'TO COUNTY ROAD F, GO SOUTH AND WEST ALONG COUNTY ROAD F 12.22 KM (7.60
 AB8494'MI) TO NORTH BAILEY ROAD, GO NORTH (RIGHT) ALONG NORTH BAILEY ROAD .75
 AB8494'KM (0.45 MI) TO THE STATION LOCATED 33 FEET (10.1 M) WEST OF ROAD,
 AB8494'WEST OF ADDRESS NUMBER UNION 28776.  A FIBERGLASS WITNESS POST WAS SET
 AB8494'3 FEET (0.9 M) WEST OF THE STATION.  THE STATION MARKER IS SET IN A 30
 AB8494'CM ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 AB8494
 AB8494                          STATION RECOVERY (2010)
 AB8494
 AB8494'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AB8494'RECOVERED IN GOOD CONDITION.
 AB8494'
 AB8494'NOTE-FIBERGLASS WITNESS POST HAS BEEN REMOVED.  THE MARK IS 1 M (3.3
 AB8494'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0495 ***********************************************************************
 QL0495  DESIGNATION -  BAILEYS
 QL0495  PID         -  QL0495
 QL0495  STATE/COUNTY-  WI/DOOR
 QL0495  COUNTRY     -  US
 QL0495  USGS QUAD   -  BAILEYS HARBOR WEST (2018)
 QL0495
 QL0495                         *CURRENT SURVEY CONTROL
 QL0495  ______________________________________________________________________
 QL0495* NAD 83(1991) POSITION- 45 05 28.53615(N) 087 07 58.26854(W)   ADJUSTED
 QL0495* NAVD 88 ORTHO HEIGHT -   199.    (meters)      653.    (feet) SCALED
 QL0495  ______________________________________________________________________
 QL0495  GEOID HEIGHT    -        -37.112 (meters)                     GEOID18
 QL0495  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 QL0495  HORZ ORDER      -  THIRD
 QL0495
 QL0495.The horizontal coordinates were established by classical geodetic methods
 QL0495.and adjusted by the National Geodetic Survey in November 1991.
 QL0495
 QL0495.The orthometric height was scaled from a topographic map.
 QL0495
 QL0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0495.GEOID18 height accuracy estimate available here.
 QL0495
 QL0495.Click photographs - Photos may exist for this station.
 QL0495
 QL0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0495
 QL0495. The following values were computed from the NAD 83(1991) position.
 QL0495
 QL0495;                    North         East     Units Scale Factor Converg.
 QL0495;SPC WI C     -   143,764.515   825,647.676   MT  0.99994774   +2 01 22.8
 QL0495;SPC WI C     -   471,667.41  2,708,812.42   sFT  0.99994774   +2 01 22.8
 QL0495;UTM  16      - 4,993,096.899   489,545.836   MT  0.99960134   -0 05 38.7
 QL0495
 QL0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0495!SPC WI C     -   0.99997462  x   0.99994774  =   0.99992236
 QL0495!UTM  16      -   0.99997462  x   0.99960134  =   0.99957597
 QL0495
 QL0495:                Primary Azimuth Mark                     Grid Az
 QL0495:SPC WI C     -  BAILEYS AZ MK                            003 16 50.5
 QL0495:UTM  16      -  BAILEYS AZ MK                            005 23 52.0
 QL0495
 QL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8954593096(NAD 83)
 QL0495
 QL0495|---------------------------------------------------------------------|
 QL0495| PID    Reference Object                     Distance      Geod. Az  |
 QL0495|                                                           dddmmss.s |
 QL0495| CJ4211 BAILEYS AZ MK                                      0051813.3 |
 QL0495| CJ4212 BAILEYS RM 1                         11.981 METERS 02115     |
 QL0495| CJ4213 BAILEYS RM 2                         10.052 METERS 05448     |
 QL0495|---------------------------------------------------------------------|
 QL0495
 QL0495                          SUPERSEDED SURVEY CONTROL
 QL0495
 QL0495  NAD 83(1986)-  45 05 28.53520(N)    087 07 58.26244(W) AD(       ) 3
 QL0495  NAD 27      -  45 05 28.56500(N)    087 07 57.87300(W) AD(       ) 3
 QL0495
 QL0495.Superseded values are not recommended for survey control.
 QL0495
 QL0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0495.See file dsdata.pdf to determine how the superseded data were derived.
 QL0495
 QL0495_MARKER: DS = TRIANGULATION STATION DISK
 QL0495_SETTING: 66 = SET IN ROCK OUTCROP
 QL0495_STAMPING: BAILEYS 1953
 QL0495_MARK LOGO: CGS
 QL0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0495+STABILITY: POSITION/ELEVATION WELL
 QL0495
 QL0495  HISTORY     - Date     Condition        Report By
 QL0495  HISTORY     - 1953     MONUMENTED       CGS
 QL0495  HISTORY     - 1955     GOOD             USLS
 QL0495  HISTORY     - 1977     GOOD             NGS
 QL0495  HISTORY     - 1984     GOOD             USPSQD
 QL0495  HISTORY     - 1988     GOOD             USPSQD
 QL0495
 QL0495                          STATION DESCRIPTION
 QL0495
 QL0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 QL0495'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF BAILEYS HARBOR, ALONG
 QL0495'THE WEST SIDE OF STATE HIGHWAY 57 ON THE PROPERTY OF TOM ROOT.  IT IS
 QL0495'74 FEET WEST OF THE CENTER OF STATE HIGHWAY 57, 38 FEET WEST OF A
 QL0495'WHITE WITNESS POST AND 4 FEET NORTH OF A STONE FENCE LINE.  THE DISK
 QL0495'IS SET IN A DRILL HOLE 12 INCHES UNDERGROUND AND IS STAMPED BAILEYS
 QL0495'1953.
 QL0495'
 QL0495'REFERENCE MARK NO. 1 IS 49 FEET WEST OF THE CENTER OF HIGHWAY 57, 38
 QL0495'FEET SOUTHWEST OF A TELEPHONE POLE, 19 FEET NORTH OF A WHITE WITNESS
 QL0495'POST AND 4 FEET NORTH OF A STONE FENCE LINE.  IT PROJECTS 2 INCHES AND
 QL0495'THE DISK IS STAMPED BAILEYS NO 1 1953.
 QL0495'
 QL0495'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE CENTER OF HIGHWAY 57, 23
 QL0495'FEET NORTHEAST OF THE STONE FENCE AND 6 FEET EAST OF A WHITE WITNESS
 QL0495'POST.  THE DISK IS SET IN A DRILL HOLE IN BEDROCK AND IS STAMPED
 QL0495'BAILEYS NO 2 1953.
 QL0495'
 QL0495'AZIMUTH MARK IS 28 FEET EAST OF THE CENTER OF HIGHWAY 57,8 FEET WEST
 QL0495'OF A 24 INCH MAPLE TREE AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST.
 QL0495'IT PROJECTS 2 INCHES AND THE DISK IS STAMPED BAILEYS 1953.
 QL0495'
 QL0495'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 QL0495'HIGHWAYS F AND EE IN BAILEYS HARBOR GO NORTH ON HIGHWAY 57 FOR 1.95
 QL0495'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON
 QL0495'HIGHWAY 57 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 QL0495'DESCRIBED.
 QL0495'
 QL0495'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QL0495
 QL0495                          STATION RECOVERY (1955)
 QL0495
 QL0495'RECOVERY NOTE BY US LAKE SURVEY 1955 (KHF)
 QL0495'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QL0495'
 QL0495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES SOUTH OF
 QL0495'BAILEY HARBOR.
 QL0495
 QL0495                          STATION RECOVERY (1977)
 QL0495
 QL0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TK)
 QL0495'STATION RECOVERED AS DESCRIBED.  AZIMUTH MARK HAS BEEN DESTROYED.
 QL0495'R.M. NO. 1 AND 2 RECOVERED.  ALL RECOVERED DISKS WERE IN VERY GOOD
 QL0495'CONDITION.
 QL0495'
 QL0495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES NORTH OF
 QL0495'BAILEYS HARBOR.
 QL0495
 QL0495                          STATION RECOVERY (1984)
 QL0495
 QL0495'RECOVERY NOTE BY US POWER SQUADRON 1984 (AB)
 QL0495'BAILEYS 1953 RECOVERED GOOD.  NO WITNESS POST VISIBLE.  BAILEYS 1953
 QL0495'AZ MK NOT FOUND.  BAILEYS NO 2 1953 RECOVERED GOOD.  BAILEYS NO 1 1953
 QL0495'NOT FOUND.  NO 24 INCH MAPLE TREE.  SEARCHED FOR BUT NOT RECOVERED.
 QL0495'NO WITNESS POST VISIBLE.  SEARCHED FOR VISUALLY AND WITH METAL
 QL0495'DETECTOR CAPABLE OF FINDING DISK UP TO 6 INCHES BELOW SURFACE.
 QL0495
 QL0495                          STATION RECOVERY (1988)
 QL0495
 QL0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (GH)
 QL0495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2514 ***********************************************************************
 DL2514  DESIGNATION -  BAILEYS HARBOR NORTH GPS
 DL2514  PID         -  DL2514
 DL2514  STATE/COUNTY-  WI/DOOR
 DL2514  COUNTRY     -  US
 DL2514  USGS QUAD   -  BAILEYS HARBOR WEST (2018)
 DL2514
 DL2514                         *CURRENT SURVEY CONTROL
 DL2514  ______________________________________________________________________
 DL2514* NAD 83(1986) POSITION- 45 07 12.55   (N) 087 07 47.47   (W)   HD_HELD1
 DL2514* NAVD 88 ORTHO HEIGHT -   188.858 (meters)      619.61  (feet) ADJUSTED
 DL2514  ______________________________________________________________________
 DL2514  GEOID HEIGHT    -        -37.124 (meters)                     GEOID18
 DL2514  DYNAMIC HEIGHT  -        188.842 (meters)      619.56  (feet) COMP
 DL2514  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 DL2514
 DL2514  VERT ORDER      -  SECOND    CLASS I
 DL2514
 DL2514.The horizontal coordinates were determined by differentially corrected
 DL2514.hand held GPS observations or other comparable positioning techniques
 DL2514.and have an estimated accuracy of +/- 3 meters.
 DL2514
 DL2514.The orthometric height was determined by differential leveling and
 DL2514.adjusted by the WI DEPT OF TRANSP
 DL2514.in May 2012.
 DL2514
 DL2514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2514.GEOID18 height accuracy estimate available here.
 DL2514
 DL2514.Click photographs - Photos may exist for this station.
 DL2514
 DL2514.The dynamic height is computed by dividing the NAVD 88
 DL2514.geopotential number by the normal gravity value computed on the
 DL2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2514.degrees latitude (g = 980.6199 gals.).
 DL2514
 DL2514.The modeled gravity was interpolated from observed gravity values.
 DL2514
 DL2514;                    North         East    Units  Estimated Accuracy
 DL2514;SPC WI C     -   146,981.6     825,770.2     MT  (+/- 3 meters HH1 GPS) 
 DL2514
 DL2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8978796306(NAD 83)
 DL2514
 DL2514                          SUPERSEDED SURVEY CONTROL
 DL2514
 DL2514.No superseded survey control is available for this station.
 DL2514
 DL2514_MARKER: F = FLANGE-ENCASED ROD
 DL2514_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL2514+WITH SETTING: INFORMATION.
 DL2514_STAMPING: BAILEYS HARBOR NORTH GPS 1996
 DL2514_MARK LOGO: WI-029
 DL2514_PROJECTION: RECESSED 10 CENTIMETERS
 DL2514_MAGNETIC: I = MARKER IS A STEEL ROD
 DL2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2514+STABILITY: SURFACE MOTION
 DL2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2514+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2018
 DL2514
 DL2514  HISTORY     - Date     Condition        Report By
 DL2514  HISTORY     - 1996     MONUMENTED       WI-029
 DL2514  HISTORY     - 20081030 GOOD             WIDT
 DL2514  HISTORY     - 20180521 GOOD             GLENSC
 DL2514
 DL2514                          STATION DESCRIPTION
 DL2514
 DL2514'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2514'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DL2514'HIGHWAY Q APPROXIMATELY 0.6 MI (1.0 KM)  NORTH OF THE COMMUNITY OF
 DL2514'BAILEYS HARBOR, GO NORTH ON STATE HIGHWAY 57 FOR 3.3 MI (5.3 KM) TO
 DL2514'EAST MEADOW ROAD, TURN RIGHT AND GO EAST ON EAST MEADOW ROAD FOR 0.13
 DL2514'MILE TO THE STATION ON THE LEFT.  THE STATION IS A CENTER PUNCH IN THE
 DL2514'TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A
 DL2514'5-INCH (13 CM) PVC PIPE WITH ACCESS THROUGH A 13 CM (5 INCHES)
 DL2514'DIAMETER UNSTAMPED LOGO CAP, RECESSED 10 CM (4 INCHES) BELOW THE
 DL2514'GROUND SURFACE, AND APPROXIMATELY 1.5 M (4.9 FT) BELOW THE ROAD
 DL2514'PAVEMENT.  THE ALUMINUM LOGO FLANGE IS STAMPED --BAILEYS HARBOR NORTH
 DL2514'GPS 1996--.  THE STATION IS 8.4 M (27.6 FT) NORTH OF THE CENTERLINE OF
 DL2514'EAST MEADOW ROAD, 47.0 M (154.2 FT) EAST-NORTHEAST OF POWER POLE
 DL2514'--3128 32L15--, 6.3 M (20.7 FT) EAST-NORTHEAST OF A --STOP AHEAD--
 DL2514'WOOD SIGN POST, AND 1.0 M (3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHEAST,
 DL2514'AND 1.0 M (3.3 FT) SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DL2514'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE
 DL2514'NORTHEAST AND NORTHWEST EXTENDING TO 35 DEGREES AND TREES IN THE SOUTH
 DL2514'QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DL2514
 DL2514                          STATION RECOVERY (2018)
 DL2514
 DL2514'RECOVERY NOTE BY GLEN SCHAEFER 2018 (GRS)
 DL2514'THERE WERE NO ORANGE 4X4 PLASTIC GUARD POSTS.  THERE WERE THREE WHITE
 DL2514'PLASTIC WITNESS POSTS.  THE TREES IN THE NORTHERN TWO QUADRANTS NOW
 DL2514'EXTEND TO 45 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1001 ***********************************************************************
 NH1001  DESIGNATION -  BAKER
 NH1001  PID         -  NH1001
 NH1001  STATE/COUNTY-  WI/WALWORTH
 NH1001  COUNTRY     -  US
 NH1001  USGS QUAD   -  GENOA CITY (2018)
 NH1001
 NH1001                         *CURRENT SURVEY CONTROL
 NH1001  ______________________________________________________________________
 NH1001* NAD 83(1991) POSITION- 42 33 23.26200(N) 088 21 44.76951(W)   ADJUSTED
 NH1001* NAVD 88 ORTHO HEIGHT -   275.18  (+/-2cm)      902.8   (feet) VERTCON3
 NH1001  ______________________________________________________________________
 NH1001  GEOID HEIGHT    -        -34.235 (meters)                     GEOID18
 NH1001  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 NH1001  HORZ ORDER      -  FIRST
 NH1001  VERT ORDER      -  THIRD ? (See Below)
 NH1001
 NH1001.The horizontal coordinates were established by classical geodetic methods
 NH1001.and adjusted by the National Geodetic Survey in November 1991.
 NH1001
 NH1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1001
 NH1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1001.GEOID18 height accuracy estimate available here.
 NH1001
 NH1001.The vertical order pertains to the NGVD 29 superseded value.
 NH1001
 NH1001.Click photographs - Photos may exist for this station.
 NH1001
 NH1001.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1001
 NH1001. The following values were computed from the NAD 83(1991) position.
 NH1001
 NH1001;                    North         East     Units Scale Factor Converg.
 NH1001;SPC WI S     -    63,139.380   734,481.757   MT  1.00004035   +1 07 30.6
 NH1001;SPC WI S     -   207,149.78  2,409,712.23   sFT  1.00004035   +1 07 30.6
 NH1001;UTM  16      - 4,712,461.985   388,153.760   MT  0.99975391   -0 55 17.5
 NH1001
 NH1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1001!SPC WI S     -   0.99996221  x   1.00004035  =   1.00000256
 NH1001!UTM  16      -   0.99996221  x   0.99975391  =   0.99971613
 NH1001
 NH1001:                Primary Azimuth Mark                     Grid Az
 NH1001:SPC WI S     -  BAKER AZ MK                              042 44 04.6
 NH1001:UTM  16      -  BAKER AZ MK                              044 46 52.7
 NH1001
 NH1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8815312461(NAD 83)
 NH1001
 NH1001|---------------------------------------------------------------------|
 NH1001| PID    Reference Object                     Distance      Geod. Az  |
 NH1001|                                                           dddmmss.s |
 NH1001| CI8962 BAKER RM 1                          118.433 METERS 00747     |
 NH1001| CI8961 BAKER AZ MK                                        0435135.2 |
 NH1001| NH0988 NEW MUNSTER ALPHONSE CHURCH         APPROX.11.5 KM 0762857.8 |
 NH1001| CJ7905 CALEDONIA PP 2                       58.522 METERS 09426     |
 NH1001| CI8963 BAKER RM 2                           34.953 METERS 09605     |
 NH1001| NH1123 RICHMOND MUNICIPAL TANK             APPROX. 9.4 KM 1501751.0 |
 NH1001| NH1122 GENOA CITY MUNICIPAL TANK           APPROX. 7.4 KM 1550947.3 |
 NH1001| CJ7904 CALEDONIA PP 1                        6.858 METERS 16355     |
 NH1001| NH1132 WOODSTOCK PWR AND LT CO STK         APPROX.27.3 KM 1951647.4 |
 NH1001| NH1144 HEBRON BORDEN WIELAND CO STK        APPROX.10.8 KM 2110524.4 |
 NH1001| NH1005 LAKE GENEVA MUNICIPAL TANK          APPROX. 6.4 KM 3061337.7 |
 NH1001| NH1007 LAKE GENEVA ST FRANCIS CH CUP       APPROX. 6.4 KM 3071513.3 |
 NH1001|---------------------------------------------------------------------|
 NH1001
 NH1001                          SUPERSEDED SURVEY CONTROL
 NH1001
 NH1001  NAD 83(1986)-  42 33 23.25856(N)    088 21 44.77610(W) AD(       ) 1
 NH1001  NAD 27      -  42 33 23.19300(N)    088 21 44.43200(W) AD(       ) 1
 NH1001  NGVD 29             275.25   (m)          903.0    (f) LEVELING    3  
 NH1001
 NH1001.Superseded values are not recommended for survey control.
 NH1001
 NH1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1001.See file dsdata.pdf to determine how the superseded data were derived.
 NH1001
 NH1001_MARKER: DS = TRIANGULATION STATION DISK
 NH1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1001_STAMPING: BAKER 1935
 NH1001_MARK LOGO: CGS
 NH1001_PROJECTION: FLUSH
 NH1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1001+STABILITY: SURFACE MOTION
 NH1001
 NH1001  HISTORY     - Date     Condition        Report By
 NH1001  HISTORY     - 1935     MONUMENTED       CGS
 NH1001  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NH1001
 NH1001                          STATION DESCRIPTION
 NH1001
 NH1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1001'THIS STATION IS ABOUT 5 MILES AIRLINE SOUTHEAST OF LAKE GENEVA.
 NH1001'IN THE SOUTHWEST 1/4 SEC. 10 T 1 N R 18 E.  ABOUT 3 MILES
 NH1001'SOUTH OF WISCONSIN HIGHWAY 50.  ON PROPERTY OWNED BY GEORGE
 NH1001'BAKER.  THE STATION MARK IS AT THE HIGHEST POINT IN PASTURE
 NH1001'LAND ABOUT 1/4 MILE SOUTHWEST OF MR. BAKERS HOUSE.  410 FEET
 NH1001'SOUTH OF CENTERLINE OF EAST-WEST GRAVEL ROAD.  11 FEET NORTH
 NH1001'OF EAST-WEST FENCE LINE BETWEEN PASTURE AND CULTIVATED FIELD.
 NH1001'176 FEET WEST OF BOARD GATE BETWEEN PASTURE AND CULTIVATED
 NH1001'FIELD.  22 FEET NORTH-NORTHWEST OF LONE TREE IN CULTIVATED
 NH1001'FIELD TO SOUTH.  66.5 FEET EAST-NORTHEAST OF LARGE BOULDER IN
 NH1001'FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND.
 NH1001'
 NH1001'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1001'TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1001'
 NH1001'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AT NORTH EDGE
 NH1001'OF PASTURE.  22 FEET SOUTH OF CENTER-LINE OF EAST-WEST GRAVEL
 NH1001'ROAD.  40 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE ON NORTH SIDE
 NH1001'OF ROAD.  1 FOOT SOUTH OF SOUTH RIGHT-OF-WAY FENCE LINE.  THE
 NH1001'MARK PROJECTS 3 INCHES.
 NH1001'
 NH1001'REFERENCE MARK NO. 2 IS EAST OF THE STATION.  1 FOOT NORTH
 NH1001'OF FENCE LINE BETWEEN PASTURE AND CULTIVATED FIELD.  62 FEET
 NH1001'WEST OF BOARD GATE.  THE MARK PROJECTS 5 INCHES.  THE DISTANCE
 NH1001'BETWEEN THE REFERENCE MARKS IS 401.75 FEET.
 NH1001'
 NH1001'THE AZIMUTH MARK IS NORTHEAST OF THE STATION AT EAST SIDE OF
 NH1001'NORTH-SOUTH GRAVEL ROAD.  ABOUT 0.05 MILE NORTH OF POINT
 NH1001'WHERE ROAD TURNS WEST.  21 FEET EAST OF CENTER LINE OF ROAD.
 NH1001'5 FEET NORTH OF GATE AT WEST SIDE OF MR. BAKERS BARNYARD.
 NH1001'1 FOOT WEST OF BOARD FENCE.  42 FEET SOUTH OF NORTHWEST CORNER
 NH1001'OF BOARD FENCE.  40 FEET WEST OF SOUTHWEST CORNER OF BARN.
 NH1001'THE MARK PROJECTS 6 INCHES.
 NH1001'
 NH1001'TO REACH THE STATION FROM SADDLE CORNERS ON WIS., 50, GO WEST
 NH1001'ON 50 FROM ST. JOHNS EVANGELICAL CHURCH 3.7 MILES TO CROSS
 NH1001'ROADS.  THENCE SOUTH ON GRAVEL 1.5 MILES TO T INTERSECTION.
 NH1001'THENCE WEST ON GRAVEL 0.4 MILE TO T INTERSECTION.  THENCE SOUTH
 NH1001'ON GRAVEL 1.1 MILES TO THE BAKER HOUSE AND LARGE DAIRY BARN.
 NH1001'CONTINUE SOUTH AND WEST ON GRAVEL 0.1 MILE TO BOARD GATE
 NH1001'INTO NORTHEAST CORNER OF PASTURE, GO SOUTHWESTERLY THROUGH
 NH1001'PASTURE TO HIGHEST, POINT AND STATION.  FROM LAKE GENEVA
 NH1001'GO EAST ON WISC. 50 3.3 MILES TO CEMETERY ON SOUTH SIDE OF
 NH1001'ROAD.  CONTINUE EAST ON 50 1.0 MILE TO CROSS ROADS.  THENCE
 NH1001'SOUTH ON GRAVEL AS ABOVE.
 NH1001'
 NH1001'A 100-FOOT SIGNAL AT TRYON IS VISIBLE AT 77 FEET.
 NH1001'
 NH1001'AN 87-FOOT SIGNAL AT VEEN IS VISIBLE AT THE GROUND.
 NH1001'
 NH1001'A 100-FOOT SIGNAL AT KOLTZ IS VISIBLE AT THE GROUND.
 NH1001'
 NH1001'A 100-FOOT SIGNAL AT 484 IS VISIBLE AT 50 FEET.
 NH1001'
 NH1001'A 74-FOOT SIGNAL AT GATES IS VISIBLE AT 64 FEET.
 NH1001'
 NH1001'A 74-FOOT SIGNAL AT DYSON IS VISIBLE AT 37 FEET.
 NH1001'
 NH1001'A 74-FOOT SIGNAL AT HEGEMAN IS VISIBLE AT 50 FEET.
 NH1001'
 NH1001'A 100-FOOT SIGNAL AT NIPPER IS VISIBLE AT 64 FEET.
 NH1001
 NH1001                          STATION RECOVERY (1957)
 NH1001
 NH1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1001'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1935 DESCRIPTION.
 NH1001'THE STATION MARK WAS LOWERED TO 20 INCHES BELOW THE GROUND
 NH1001'AT THE LAND OWNERS REQUEST AS THE LAND IS NOW IN CULTIVATION.
 NH1001'THE GRAVELED ROAD IS NOW SURFACED.  SOIL EROSION HAS SHIFTED
 NH1001'THE HIGHEST POINT OF THE HILL ABOUT 300 FEET TO THE SOUTH
 NH1001'OF THE STATION.  THE DIRECTION TO THE REFERENCE MARKS AND
 NH1001'THE AZIMUTH MARK CHECKED.  THE DISTANCE TO REFERENCE MARK
 NH1001'2 WAS 0.06 FOOT LONGER THAN THE 1935 MEASUREMENT.  REFERENCE
 NH1001'MARK 1 WAS MEASURED WITH A SUBTENSE BAR AND THE DISTANCE
 NH1001'CHECKED WITHIN 0.01 OF A FOOT.  A NEW DESCRIPTION FOLLOWS.
 NH1001'
 NH1001'THE STATION IS ABOUT 5 MILES SOUTHWEST OF LAKE GENEVA, ABOUT
 NH1001'10 MILES SOUTHWEST OF BURLINGTON AND ON PROPERTY OWNED BY MR.
 NH1001'GEORGE BAKER.  IT IS 11 FEET NORTH OF A FENCE, 22 FEET NORTH
 NH1001'NORTHWEST OF A 24 INCH OAK TREE, 13 FEET NORTHWEST OF A
 NH1001'WHITE WITNESS POST, 192 FEET WEST OF A T-FENCE CORNER AND
 NH1001'APPROXIMATELY 300 FEET NORTH OF THE HIGHEST POINT OF THE HILL.
 NH1001'THE MONUMENT IS 20 INCHES BELOW THE SURFACE OF THE GROUND
 NH1001'AND THE DISK IS STAMPED BAKER 1935 1957.
 NH1001'
 NH1001'REFERENCE MARK 1 IS 24 FEET NORTHWEST OF A 24 INCH OAK TREE, 28
 NH1001'FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD AND SET IN AN
 NH1001'EAST-WEST FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 NH1001'IS STAMPED BAKER NO 1 1935.
 NH1001'
 NH1001'REFERENCE MARK 2 IS 108 FEET EAST OF A WHITE WITNESS POST,
 NH1001'77 FEET WEST OF A T-FENCE CORNER AND 1 FOOT NORTH OF A FENCE.
 NH1001'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BAKER
 NH1001'NO 2 1935.
 NH1001'
 NH1001'THE AZIMUTH MARK IS 1 FOOT WEST OF A FENCE, 22 FEET EAST OF
 NH1001'THE CENTERLINE OF A PAVED ROAD, 47 FEET SOUTHEAST OF THE
 NH1001'NORTHEAST CORNER OF A SHED, 6 FEET NORTH OF A GATE POST AND
 NH1001'46 FEET WEST OF THE SOUTHWEST CORNER OF A DAIRY BARN.  THE
 NH1001'MONUMENT IS FLUSH AND THE DISK IS STAMPED BAKER 1935 AZIMUTH.
 NH1001'
 NH1001'TO REACH THE STATION FROM ST. JOHNS LUTHERAN CHURCH IN SLADES
 NH1001'CORNER, GO WEST ON STATE HIGHWAY 50 FOR 3.6 MILES TO A CROSSROAD
 NH1001'(SOUTH ROAD).  TURN LEFT, SOUTH AND GO 1.45 MILES TO A T-ROAD
 NH1001'INTERSECTION.  TURN RIGHT, WEST AND GO 0.35 MILE TO A SIDE
 NH1001'ROAD LEFT.  TURN LEFT, SOUTH AND GO 1.1 MILE TO THE AZIMUTH
 NH1001'MARK ON THE LEFT AND MR. BAKER RESIDENCE ON THE RIGHT.  CONTINUE
 NH1001'SOUTH FOR 0.15 MILE TO WHERE THE ROAD TURNS RIGHT, WEST.
 NH1001'TURN WEST AND GO 0.25 MILE TO WHERE THE ROAD TURNS LEFT,
 NH1001'SOUTH.  TURN LEFT, SOUTH AND GO 0.05 MILE TO A GATE ON THE
 NH1001'LEFT.  TURN LEFT, EAST THROUGH THE GATE AND FOLLOW THE FENCE
 NH1001'FOR 0.1 MILE TO THE STATION AS IT IS DESCRIBED ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP2194 ***********************************************************************
 PP2194  DESIGNATION -  BAKER
 PP2194  PID         -  PP2194
 PP2194  STATE/COUNTY-  WI/PIERCE
 PP2194  COUNTRY     -  US
 PP2194  USGS QUAD   -  PLUM CITY (2018)
 PP2194
 PP2194                         *CURRENT SURVEY CONTROL
 PP2194  ______________________________________________________________________
 PP2194* NAD 83(1996) POSITION- 44 40 06.33068(N) 092 14 55.55271(W)   ADJUSTED
 PP2194* NAVD 88 ORTHO HEIGHT -   366.1   (meters)     1201.    (feet) VERTCON3
 PP2194  ______________________________________________________________________
 PP2194  GEOID HEIGHT    -        -30.338 (meters)                     GEOID18
 PP2194  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 PP2194  HORZ ORDER      -  SECOND
 PP2194
 PP2194.The horizontal coordinates were established by classical geodetic methods
 PP2194.and adjusted by the National Geodetic Survey in March 1999.
 PP2194
 PP2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2194
 PP2194.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2194.GEOID18 height accuracy estimate available here.
 PP2194
 PP2194.Click photographs - Photos may exist for this station.
 PP2194
 PP2194.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2194
 PP2194. The following values were computed from the NAD 83(1996) position.
 PP2194
 PP2194;                    North         East     Units Scale Factor Converg.
 PP2194;SPC WI C     -    95,262.715   421,704.570   MT  0.99994725   -1 35 12.0
 PP2194;SPC WI C     -   312,541.09  1,383,542.41   sFT  0.99994725   -1 35 12.0
 PP2194;UTM  15      - 4,946,392.170   559,549.355   MT  0.99964361   +0 31 41.3
 PP2194
 PP2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2194!SPC WI C     -   0.99994735  x   0.99994725  =   0.99989460
 PP2194!UTM  15      -   0.99994735  x   0.99964361  =   0.99959098
 PP2194
 PP2194:                Primary Azimuth Mark                     Grid Az
 PP2194:SPC WI C     -  ELM                                      006 59 38.0
 PP2194:UTM  15      -  ELM                                      004 52 44.7
 PP2194
 PP2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5954946392(NAD 83)
 PP2194
 PP2194|---------------------------------------------------------------------|
 PP2194| PID    Reference Object                     Distance      Geod. Az  |
 PP2194|                                                           dddmmss.s |
 PP2194| PP2180 ELM                                 APPROX.10.1 KM 0052426.0 |
 PP2194| CJ3815 BAKER RM 1                           50.775 METERS 27107     |
 PP2194| CJ3816 BAKER RM 2                           51.556 METERS 30346     |
 PP2194|---------------------------------------------------------------------|
 PP2194
 PP2194                          SUPERSEDED SURVEY CONTROL
 PP2194
 PP2194  NAD 83(1991)-  44 40 06.32481(N)    092 14 55.55188(W) AD(       ) 2
 PP2194  NAD 83(1986)-  44 40 06.32154(N)    092 14 55.55846(W) AD(       ) 2
 PP2194  NAD 27      -  44 40 06.44111(N)    092 14 54.90810(W) AD(       ) 2
 PP2194  NGVD 29 (07/19/86)  366.1    (m)         1201.     (f) VERT ANG       
 PP2194
 PP2194.Superseded values are not recommended for survey control.
 PP2194
 PP2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2194.See file dsdata.pdf to determine how the superseded data were derived.
 PP2194
 PP2194_MARKER: DD = SURVEY DISK
 PP2194_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP2194+WITH SETTING: INFORMATION.
 PP2194_STAMPING: ET BAKER 1972
 PP2194_MARK LOGO: USGS
 PP2194_PROJECTION: RECESSED 46 CENTIMETERS
 PP2194_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2194
 PP2194  HISTORY     - Date     Condition        Report By
 PP2194  HISTORY     - 1972     MONUMENTED       USGS
 PP2194
 PP2194                          STATION DESCRIPTION
 PP2194
 PP2194'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2194'STATION IS ABOUT 2.5 MI. N. AND 2.8 MI. W. OF TOWN OF PLUM
 PP2194'CITY, AT JUNCTION OF U.S. HIGHWAY 10 AND COUNTY ROAD S,
 PP2194'T. 25 N., R. 15 W., NEAR CENTER OF NE 1/4 OF NW 1/4 OF SEC. 7.
 PP2194'
 PP2194'TO REACH FROM JUNCTION OF U.S. HIGHWAY 10 AND COUNTY ROAD S
 PP2194'NEAR CENTER OF PLUM CITY, GO NW. AND W. ON U.S. HIGHWAY 10 FOR
 PP2194'2.5 MI. TO T-RD. N., TURN N. HERE AND GO 1.0 MI. THEN TURN W. AND
 PP2194'GO 1.1 MI. TO GATE ON S. SIDE OF RD., DRIVE SSW. THROUGH CLEAR
 PP2194'FIELD TO STATION ON SMALL RISE IN SW. CORNER OF FIELD.
 PP2194'
 PP2194'STATION MARK STAMPED ET BAKER 1972 IS 93 FT. S. AND 155 FT. E. OF
 PP2194'CORNER POST OF FENCES S.-W., 70 FT. N. OF EDGE OF TIMBER.  SET
 PP2194'18 IN. BELOW SURFACE.
 PP2194'
 PP2194'REFERENCE MARK NO. 1 STAMPED BAKER NO 1 1972 IS 167 FT. W. OF
 PP2194'STATION, 93 FT. S. AND 12 FT. W. OF CORNER POST OF FENCES S.-W.
 PP2194'
 PP2194'REFERENCE MARK NO. 2 STAMPED BAKER NO 2 1972 IS 169 FT. NW. OF
 PP2194'STATION, 2 FT. N. OF CORNER POST OF FENCES S.-W.
 PP2194'
 PP2194'ALL MARKS ARE STANDARD TABLETS, CRIMPED ON 1/2-IN. DIAMETER
 PP2194'COPPER COATED RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE 12
 PP2194'IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  BOTH
 PP2194'REFERENCE MARKS ARE FLUSH WITH GROUND.  STATION MARK SET 18
 PP2194'IN. BELOW SURFACE.
 PP2194'
 PP2194'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO1553 ***********************************************************************
 QO1553  DESIGNATION -  BAKER
 QO1553  PID         -  QO1553
 QO1553  STATE/COUNTY-  WI/BURNETT
 QO1553  COUNTRY     -  US
 QO1553  USGS QUAD   -  RANDALL (2019)
 QO1553
 QO1553                         *CURRENT SURVEY CONTROL
 QO1553  ______________________________________________________________________
 QO1553* NAD 83(2011) POSITION- 45 40 40.32384(N) 092 49 21.88679(W)   ADJUSTED
 QO1553* NAD 83(2011) ELLIP HT-   262.140 (meters)        (06/27/12)   ADJUSTED
 QO1553* NAD 83(2011) EPOCH   -  2010.00
 QO1553* NAVD 88 ORTHO HEIGHT -   289.5   (meters)      950.    (feet) GPS OBS
 QO1553  ______________________________________________________________________
 QO1553  NAVD 88 orthometric height was determined with geoid model    GEOID93
 QO1553  GEOID HEIGHT    -        -26.839 (meters)                     GEOID93
 QO1553  GEOID HEIGHT    -        -27.388 (meters)                     GEOID18
 QO1553  NAD 83(2011) X  -   -219,844.735 (meters)                     COMP
 QO1553  NAD 83(2011) Y  - -4,458,772.192 (meters)                     COMP
 QO1553  NAD 83(2011) Z  -  4,540,490.976 (meters)                     COMP
 QO1553  LAPLACE CORR    -          8.04  (seconds)                    DEFLEC18
 QO1553
 QO1553  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1553  Standards:
 QO1553         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1553            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1553  -------------------------------------------------------------------
 QO1553  NETWORK    1.21   1.39           0.53   0.45   0.71      0.03188107
 QO1553  -------------------------------------------------------------------
 QO1553  Click here for local accuracies and other accuracy information.
 QO1553
 QO1553.The horizontal coordinates were established by GPS observations
 QO1553.and adjusted by the National Geodetic Survey in June 2012.
 QO1553
 QO1553.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1553.been affixed to the stable North American tectonic plate. See 
 QO1553.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1553
 QO1553.The horizontal coordinates are valid at the epoch date displayed above
 QO1553.which is a decimal equivalence of Year/Month/Day.
 QO1553
 QO1553.The orthometric height was determined by GPS observations and a
 QO1553.high-resolution geoid model.
 QO1553
 QO1553.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1553.GEOID18 height accuracy estimate available here.
 QO1553
 QO1553.Click photographs - Photos may exist for this station.
 QO1553
 QO1553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1553
 QO1553.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1553
 QO1553.The ellipsoidal height was determined by GPS observations
 QO1553.and is referenced to NAD 83.
 QO1553
 QO1553. The following values were computed from the NAD 83(2011) position.
 QO1553
 QO1553;                    North         East     Units Scale Factor Converg.
 QO1553;SPC WI N     -    60,724.246   380,125.652   MT  0.99998167   -2 02 10.5
 QO1553;SPC WI N     -   199,226.13  1,247,128.91   sFT  0.99998167   -2 02 10.5
 QO1553;SPC WI C     -   208,796.855   380,111.100   MT  1.00003874   -1 59 30.0
 QO1553;SPC WI C     -   685,027.68  1,247,081.17   sFT  1.00003874   -1 59 30.0
 QO1553;UTM  15      - 5,058,272.678   513,804.592   MT  0.99960234   +0 07 36.5
 QO1553
 QO1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1553!SPC WI N     -   0.99995890  x   0.99998167  =   0.99994058
 QO1553!SPC WI C     -   0.99995890  x   1.00003874  =   0.99999764
 QO1553!UTM  15      -   0.99995890  x   0.99960234  =   0.99956126
 QO1553
 QO1553:                Primary Azimuth Mark                     Grid Az
 QO1553:SPC WI N     -  BAKER AZ MK                              319 55 26.2
 QO1553:SPC WI C     -  BAKER AZ MK                              319 52 45.7
 QO1553:UTM  15      -  BAKER AZ MK                              317 45 39.2
 QO1553
 QO1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1380458272(NAD 83)
 QO1553
 QO1553|---------------------------------------------------------------------|
 QO1553| PID    Reference Object                     Distance      Geod. Az  |
 QO1553|                                                           dddmmss.s |
 QO1553| QO1443 FREDERIC MUNICIPAL TANK             APPROX.27.8 KM 0924523.7 |
 QO1553| CJ3813 BAKER RM 1                           32.352 METERS 23029     |
 QO1553| QO1563 RUSH CITY CH OF SACRED HEART        APPROX.11.3 KM 2734907.5 |
 QO1553| QO1568 RUSH CITY MUNICIPAL TANK            APPROX.11.1 KM 2750039.0 |
 QO1553| CJ3814 BAKER RM 2                           39.575 METERS 28147     |
 QO1553| CJ3812 BAKER AZ MK                                        3175315.7 |
 QO1553| QO1572 PINE CITY ST MARYS CATH CH          APPROX.20.0 KM 3240844.5 |
 QO1553| QO1574 PINE CITY MUNICIPAL TANK            APPROX.20.0 KM 3251655.1 |
 QO1553|---------------------------------------------------------------------|
 QO1553
 QO1553                          SUPERSEDED SURVEY CONTROL
 QO1553
 QO1553  NAD 83(2007)-  45 40 40.32376(N)    092 49 21.88764(W) AD(2002.00) 0
 QO1553  ELLIP H (02/10/07)  262.161  (m)                       GP(2002.00)    
 QO1553  NAD 83(1997)-  45 40 40.32318(N)    092 49 21.88885(W) AD(       ) 1
 QO1553  ELLIP H (01/30/03)  262.197  (m)                       GP(       ) 4 1
 QO1553  NAD 83(1991)-  45 40 40.32285(N)    092 49 21.88687(W) AD(       ) 1
 QO1553  ELLIP H (12/09/96)  262.230  (m)                       GP(       ) 4 1
 QO1553  NAD 83(1991)-  45 40 40.32127(N)    092 49 21.88444(W) AD(       ) 1
 QO1553  NAD 83(1986)-  45 40 40.31914(N)    092 49 21.88806(W) AD(       ) 1
 QO1553  NAD 27      -  45 40 40.47800(N)    092 49 21.13200(W) AD(       ) 1
 QO1553
 QO1553.Superseded values are not recommended for survey control.
 QO1553
 QO1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1553.See file dsdata.pdf to determine how the superseded data were derived.
 QO1553
 QO1553_MARKER: DS = TRIANGULATION STATION DISK
 QO1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1553_STAMPING: BAKER 1934
 QO1553_MARK LOGO: CGS
 QO1553_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1553+STABILITY: SURFACE MOTION
 QO1553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1553+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1994
 QO1553
 QO1553  HISTORY     - Date     Condition        Report By
 QO1553  HISTORY     - 1934     MONUMENTED       CGS
 QO1553  HISTORY     - 1959     GOOD             CGS
 QO1553  HISTORY     - 19930604 GOOD             WI-013
 QO1553  HISTORY     - 19940125 GOOD             MNDT
 QO1553
 QO1553                          STATION DESCRIPTION
 QO1553
 QO1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO1553'THE STATION IS ABOUT 10 MILES SOUTHWEST OF GRANTSBURG AND ABOUT 9
 QO1553'MILES EAST OF RUSH CITY, MINNESOTA, IN THE SOUTHEAST QUARTER OF SEC.
 QO1553'22, T37N, R20W, ON LAND OWNED BY THE BAKER LAND AND TITLE COMPANY OF
 QO1553'ST. CROIX FALLS.
 QO1553'
 QO1553'THE STATION IS ON THE SUMMIT OF A SAND HILL WHICH IS COVERED WITH
 QO1553'SCRUB OAK AND PINE, 15 FEET WEST OF THE EAST SLOPE OF HILL, 18 FEET
 QO1553'NORTH OF THE SOUTH SLOPE, 50 FEET SOUTH OF THE NORTH SLOPE, 50 FEET
 QO1553'EAST OF AN 8-INCH TWIN OAK, AND PROJECTS 10 INCHES.
 QO1553'
 QO1553'TO REACH FROM GRANTSBURG BY WISCONSIN ROUTE 70, GO WEST FROM ITS
 QO1553'JUNCTION WITH WISCONSIN ROUTE 48 IN THE SOUTH EDGE OF TOWN, 0.5 MILE
 QO1553'TO JUNCTION WITH COUNTY ROUTE 0, THENCE SOUTH ON ROUTE 0 FOR 1 MILE,
 QO1553'THENCE WEST 0.5 MILE, THENCE SOUTH 5.0 MILES TO A T-ROAD, TURN WEST
 QO1553'AND FOLLOW SAND ROAD 4.3 MILES, KEEP RIGHT FORK (WEST) 2.2 MILES TO A
 QO1553'T-ROAD, THENCE SOUTH 0.5 MILE ON A SANDY ROAD TO A MAIL BOX WHICH IS
 QO1553'0.2 MILE SOUTH OF SCHOOLHOUSE, TURN EAST ON FARM LANE 0.3 MILE TO
 QO1553'DWELLING AND CONTINUE EAST 0.25 MILE THROUGH BARNYARD AND LANE TO
 QO1553'POINT IN OPEN PASTURE (AZIMUTH MARK IS WEST OF THIS POINT), THENCE
 QO1553'BEAR TO SOUTHEAST AND ENTER TIMBER AT THE SOUTHEAST CORNER OF PASTURE,
 QO1553'FOLLOW DIM TRAIL SOUTH UP SLOPE ABOUT 225 YARDS TO THE STATION.
 QO1553'
 QO1553'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND ABOUT 6 FEET
 QO1553'LOWER, AND PROJECTS 10 INCHES.
 QO1553'
 QO1553'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND ABOUT 6 FEET LOWER, 80
 QO1553'FEET WEST OF AN 8-INCH TWIN OAK, ABOUT 15 FEET NORTHWEST OF A GROUP OF
 QO1553'8-INCH PINES, AND PROJECTS 10 INCHES.
 QO1553'
 QO1553'AZIMUTH MARK IS NORTHWEST OF THE STATION, IN THE NORTHWEST CORNER OF A
 QO1553'PASTURE, ON THE SOUTH EDGE OF TIMBER LINE, 65 FEET EAST OF FENCE LINE,
 QO1553'30 FEET WEST OF LANE WHICH ENDS AT THE PASTURE, 0.18 MILE EAST OF A
 QO1553'DWELLING, AND PROJECTS 10 INCHES.
 QO1553'
 QO1553'A LIGHT 87 FEET ABOVE PETERSON IS VISIBLE AT 20 FEET ABOVE THIS
 QO1553'STATION.
 QO1553'
 QO1553'A LIGHT 87 FEET ABOVE CROSBY IS VISIBLE AT 20 FEET ABOVE THIS STATION.
 QO1553'
 QO1553'A LIGHT 87 FEET ABOVE GRANTSBURG IS VISIBLE AT 20 FEET ABOVE THIS
 QO1553'STATION.
 QO1553'
 QO1553'A LIGHT 74 FEET ABOVE RUSH IS VISIBLE AT 20 FEET ABOVE THIS STATION.
 QO1553'
 QO1553'A LIGHT 74 FEET ABOVE ALLEN IS VISIBLE AT 20 FEET ABOVE THIS STATION.
 QO1553'
 QO1553'DISTANCE BETWEEN RMS 104.33.
 QO1553
 QO1553                          STATION RECOVERY (1959)
 QO1553
 QO1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ELH)
 QO1553'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WAS RECOVERED IN
 QO1553'GOOD CONDITION.  THE 1934 DESCRIPTION TO REACH THE STATION IS NO
 QO1553'LONGER ADEQUATE, AND THE AZIMUTH MARK IS NOT AS DESCRIBED IN 1934.
 QO1553'THIS CORRECTION FOLLOWS.
 QO1553'
 QO1553'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 70 AND 48 WHICH
 QO1553'IS 0.5 MILE SOUTH OF THE VILLAGE OF GRANTSBURG, WISCONSIN, GO WEST ON
 QO1553'STATE ROUTE 70 FOR 0.5 MILE TO A GRAVELED ROAD ON THE LEFT, TURN LEFT
 QO1553'(SOUTH) AND GO 1.0 MILES TO A T INTERSECTION, THENCE TURN RIGHT (WEST)
 QO1553'FOR 0.5 MILE TO A SIDE ROAD LEFT. HERE TURN LEFT (SOUTH) AND GO 5.15
 QO1553'MILES TO A T INTERSECTION, THENCE TURN RIGHT (WEST) AND GO 6.7 MILES
 QO1553'ON MAIN TRAVELED GRADED ROAD TO ANOTHER T INTERSECTION.  HERE TURN
 QO1553'LEFT (SOUTH) AND GO 0.2 MILE TO A COUNTRY CEMETERY ON THE LEFT,
 QO1553'CONTINUE ON SOUTH FOR 0.3 MILE TO A FARM TRAIL ON THE LEFT, THENCE
 QO1553'TURN LEFT (EAST) ON FARM TRAIL THROUGH WOODS FOR 0.35 MILE TO THE
 QO1553'REMAINS OF OLD FARMSTEAD, CONTINUE ON TRAIL ROAD (EAST) THROUGH
 QO1553'PASTURE AND WOODS FOR 0.15 MILE TO THE AZIMUTH ON THE RIGHT.  AT THIS
 QO1553'POINT YOU ENTER A FIELD OF PLANTED PINES ABOUT 10 FEET HIGH.  FROM
 QO1553'HERE KEEP TO THE WEST AND SOUTH EDGE OF THE YOUNG PINES BY GOING SOUTH
 QO1553'AND EAST FOR 0.2 MILE TO THE SOUTHEAST CORNER OF THE CULTIVATED PINES,
 QO1553'HERE BACK PACK THROUGH OAK TREES FOR 0.1 TO THE HIGHEST SANDY POINT
 QO1553'AND STATION.  STATION AND REFERENCE MARKS AS DESCRIBED.
 QO1553'
 QO1553'THE AZIMUTH MARK IS 25 FEET SOUTH OF FARM TRAIL.  IT PROJECTS 9 INCHES
 QO1553'AND THE DISK IS STAMPED BAKER 1934 AZIMUTH.
 QO1553
 QO1553                          STATION RECOVERY (1993)
 QO1553
 QO1553'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO1553'RECOVERY NOTE BY BURNETT COUNTY LAND INFORMATION DEPT.  THE STATION
 QO1553'MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  AZIMUTH
 QO1553'MARK NOT FOUND.  THE GENERAL LOCATION DESCRIPTION FROM 1959 IS
 QO1553'ADEQUATE WITH SOME CORRECTIONS AS FOLLOWS.  PASTURE IS NOW GROWN UP
 QO1553'WITH SCRUB OAK.  CULTIVATED PINES NOW GROWN TO 30 FEET (9.1 M) PLUS.
 QO1553'OAKS AROUND STATION MARKER CLEARED FOR GPS OBSERVATIONS.  THIS STATION
 QO1553'IS LOCATED ON BURNETT COUNTY FOREST CROP LANDS.  A FIBERGLASS WITNESS
 QO1553'POST WAS SET ALONG THE EAST SIDE OF THE MONUMENT.
 QO1553
 QO1553                          STATION RECOVERY (1994)
 QO1553
 QO1553'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 QO1553'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.  RM
 QO1553'1 AND 2 WERE NOT LOOKED FOR AT THIS TIME.  RECOVERY NOTE BY DAVID K
 QO1553'HERDER, TYPED BY G.W.O.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0493 ***********************************************************************
 QN0493  DESIGNATION -  BAKER
 QN0493  PID         -  QN0493
 QN0493  STATE/COUNTY-  WI/TAYLOR
 QN0493  COUNTRY     -  US
 QN0493  USGS QUAD   -  GILMAN (2018)
 QN0493
 QN0493                         *CURRENT SURVEY CONTROL
 QN0493  ______________________________________________________________________
 QN0493* NAD 83(1991) POSITION- 45 08 07.04724(N) 090 47 49.38890(W)   ADJUSTED
 QN0493* NAVD 88 ORTHO HEIGHT -   377.    (meters)     1237.    (feet) SCALED
 QN0493  ______________________________________________________________________
 QN0493  GEOID HEIGHT    -        -31.002 (meters)                     GEOID18
 QN0493  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 QN0493  HORZ ORDER      -  FIRST
 QN0493
 QN0493.The horizontal coordinates were established by classical geodetic methods
 QN0493.and adjusted by the National Geodetic Survey in November 1991.
 QN0493
 QN0493.The orthometric height was scaled from a topographic map.
 QN0493
 QN0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0493.GEOID18 height accuracy estimate available here.
 QN0493
 QN0493.Click photographs - Photos may exist for this station.
 QN0493
 QN0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0493
 QN0493. The following values were computed from the NAD 83(1991) position.
 QN0493
 QN0493;                    North         East     Units Scale Factor Converg.
 QN0493;SPC WI C     -   144,981.288   537,307.092   MT  0.99995091   -0 33 44.6
 QN0493;SPC WI C     -   475,659.44  1,762,815.02   sFT  0.99995091   -0 33 44.6
 QN0493;UTM  15      - 5,000,340.470   673,216.734   MT  0.99996894   +1 33 42.4
 QN0493
 QN0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0493!SPC WI C     -   0.99994576  x   0.99995091  =   0.99989667
 QN0493!UTM  15      -   0.99994576  x   0.99996894  =   0.99991470
 QN0493
 QN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7321600340(NAD 83)
 QN0493
 QN0493                          SUPERSEDED SURVEY CONTROL
 QN0493
 QN0493  NAD 83(1986)-  45 08 07.03794(N)    090 47 49.39910(W) AD(       ) 1
 QN0493  NAD 27      -  45 08 07.13200(N)    090 47 48.93500(W) AD(       ) 1
 QN0493
 QN0493.Superseded values are not recommended for survey control.
 QN0493
 QN0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0493.See file dsdata.pdf to determine how the superseded data were derived.
 QN0493
 QN0493_MARKER: DS = TRIANGULATION STATION DISK
 QN0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0493_STAMPING: BAKER 1921
 QN0493_MARK LOGO: CGS
 QN0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0493+STABILITY: SURFACE MOTION
 QN0493
 QN0493  HISTORY     - Date     Condition        Report By
 QN0493  HISTORY     - 1921     MONUMENTED       CGS
 QN0493  HISTORY     - 1930     GOOD             CGS
 QN0493  HISTORY     - 1973     SEE DESCRIPTION  USGS
 QN0493
 QN0493                          STATION DESCRIPTION
 QN0493
 QN0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0493'STATION IS LOCATED 1/2 MILE S OF POLLY ON THE W SIDE OF THE
 QN0493'TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 QN0493'450 METERS S OF MILEPOST 426, 225 METERS S OF RAILROAD
 QN0493'CULVERT K325 R, AND 26 METERS DUE S OF SEMAPHORE SIGNAL FOR
 QN0493'SOUTHERN MISSOURI AND PACIFIC RAILWAY.  IT IS ON THE EXTENSION
 QN0493'OF THE E RAIL FROM THE N ON THE SECOND CURVE S OF GILMAN, AND
 QN0493'24.230 METERS (79.49 FEET) W OF W RAIL.
 QN0493'
 QN0493'STATION MARK IS A STANDARD BRONZE DISK SET IN A 3- BY 3- BY
 QN0493'4-FOOT CONCRETE BLOCK.
 QN0493'
 QN0493'THERE ARE NO REFERENCE MARKS.
 QN0493
 QN0493                          STATION RECOVERY (1930)
 QN0493
 QN0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0493'THE CULVERT AND SEMAPHORE USED IN DESCRIPTION HAVE BEEN
 QN0493'DESTROYED.  THE MILEPOST IS 326 INSTEAD OF 426.  THE MARK
 QN0493'IS IN GOOD CONDITION.
 QN0493
 QN0493                          STATION RECOVERY (1973)
 QN0493
 QN0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 QN0493'DESCRIPTION ADEQUATE.
 QN0493'
 QN0493'EXCAVATING HAS CAUSED THE STATION TO SLIDE APPROX. 6 INCHES
 QN0493'TO THE SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8435 ***********************************************************************
 AB8435  DESIGNATION -  BAKER
 AB8435  PID         -  AB8435
 AB8435  STATE/COUNTY-  WI/BURNETT
 AB8435  COUNTRY     -  US
 AB8435  USGS QUAD   -  POQUETTES LAKE (2018)
 AB8435
 AB8435                         *CURRENT SURVEY CONTROL
 AB8435  ______________________________________________________________________
 AB8435* NAD 83(2011) POSITION- 45 51 10.98327(N) 092 02 00.01940(W)   ADJUSTED
 AB8435* NAD 83(2011) ELLIP HT-   286.621 (meters)        (06/27/12)   ADJUSTED
 AB8435* NAD 83(2011) EPOCH   -  2010.00
 AB8435* NAVD 88 ORTHO HEIGHT -   314.4   (meters)     1031.    (feet) GPS OBS
 AB8435  ______________________________________________________________________
 AB8435  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8435  GEOID HEIGHT    -        -27.280 (meters)                     GEOID93
 AB8435  GEOID HEIGHT    -        -27.821 (meters)                     GEOID18
 AB8435  NAD 83(2011) X  -   -157,899.507 (meters)                     COMP
 AB8435  NAD 83(2011) Y  - -4,447,452.322 (meters)                     COMP
 AB8435  NAD 83(2011) Z  -  4,554,092.038 (meters)                     COMP
 AB8435  LAPLACE CORR    -        -12.79  (seconds)                    DEFLEC18
 AB8435
 AB8435  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8435  Standards:
 AB8435         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8435            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8435  -------------------------------------------------------------------
 AB8435  NETWORK    1.63   2.82           0.75   0.55   1.44      0.03254349
 AB8435  -------------------------------------------------------------------
 AB8435  Click here for local accuracies and other accuracy information.
 AB8435
 AB8435.The horizontal coordinates were established by GPS observations
 AB8435.and adjusted by the National Geodetic Survey in June 2012.
 AB8435
 AB8435.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8435.been affixed to the stable North American tectonic plate. See 
 AB8435.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8435
 AB8435.The horizontal coordinates are valid at the epoch date displayed above
 AB8435.which is a decimal equivalence of Year/Month/Day.
 AB8435
 AB8435.The orthometric height was determined by GPS observations and a
 AB8435.high-resolution geoid model.
 AB8435
 AB8435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8435.GEOID18 height accuracy estimate available here.
 AB8435
 AB8435.Click photographs - Photos may exist for this station.
 AB8435
 AB8435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8435
 AB8435.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8435
 AB8435.The ellipsoidal height was determined by GPS observations
 AB8435.and is referenced to NAD 83.
 AB8435
 AB8435. The following values were computed from the NAD 83(2011) position.
 AB8435
 AB8435;                    North         East     Units Scale Factor Converg.
 AB8435;SPC WI N     -    78,308.496   442,097.939   MT  0.99996035   -1 28 00.4
 AB8435;SPC WI N     -   256,917.12  1,450,449.65   sFT  0.99996035   -1 28 00.4
 AB8435;UTM  15      - 5,078,174.949   575,048.620   MT  0.99966924   +0 41 37.2
 AB8435
 AB8435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8435!SPC WI N     -   0.99995507  x   0.99996035  =   0.99991542
 AB8435!UTM  15      -   0.99995507  x   0.99966924  =   0.99962432
 AB8435
 AB8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7504878174(NAD 83)
 AB8435
 AB8435                          SUPERSEDED SURVEY CONTROL
 AB8435
 AB8435  NAD 83(2007)-  45 51 10.98336(N)    092 02 00.02011(W) AD(2002.00) 0
 AB8435  ELLIP H (02/10/07)  286.655  (m)                       GP(2002.00)    
 AB8435  NAD 83(1997)-  45 51 10.98338(N)    092 02 00.02093(W) AD(       ) 1
 AB8435  ELLIP H (01/30/03)  286.676  (m)                       GP(       ) 4 1
 AB8435  NAD 83(1991)-  45 51 10.98273(N)    092 02 00.01823(W) AD(       ) 1
 AB8435  ELLIP H (12/09/96)  286.709  (m)                       GP(       ) 4 1
 AB8435
 AB8435.Superseded values are not recommended for survey control.
 AB8435
 AB8435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8435.See file dsdata.pdf to determine how the superseded data were derived.
 AB8435
 AB8435_MARKER: DD = SURVEY DISK
 AB8435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8435+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB8435
 AB8435  HISTORY     - Date     Condition        Report By
 AB8435  HISTORY     - 1992     MONUMENTED       WI-013
 AB8435
 AB8435                          STATION DESCRIPTION
 AB8435
 AB8435'DESCRIBED BY BURNETT COUNTY WISCONSIN 1992
 AB8435'THE STATION IS LOCATED 2.6 MI (4.2 KM) NORTH OF THE INTERSECTION OF
 AB8435'STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO COUNTY
 AB8435'LINE ROAD) IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, SECTION
 AB8435'24, T39N, R14W, TOWN OF RUSK.  TO REACH THE STATION FROM THE
 AB8435'INTERSECTION OF COUNTY LINE ROAD AND STATE HIGHWAY 70 (AT THE BURNETT
 AB8435'AND WASHBURN COUNTY LINE) GO NORTH ALONG COUNTY LINE ROAD 1.5 MI (2.4
 AB8435'KM) TO YELLOW RIVER ROAD, GO EAST ON YELLOW RIVER ROAD/COUNTY LINE
 AB8435'ROAD (OVER BRIDGE) 450 FEET, (137.2 M) PROCEED NORTH ALONG COUNTY LINE
 AB8435'ROAD 1.1 MI (1.8 KM) TO THE STATION LOCATED 100 FEET (30.5 M) WEST OF
 AB8435'COUNTY LINE ROAD, ON THE GEORGE R.  BAKER PROPERTY, 12 FEET (3.7 M)
 AB8435'SOUTH OF VINE FENCES.  FIBERGLASS WITNESS POST SET 1 FOOT (0.3 M) WEST
 AB8435'OF THE STATION.  THE STATION MARKER IS SET IN A 20 CM ROUND CONCRETE
 AB8435'MONUMENT 18 CM BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1265 ***********************************************************************
 PN1265  DESIGNATION -  BAKOVKA
 PN1265  PID         -  PN1265
 PN1265  STATE/COUNTY-  WI/ADAMS
 PN1265  COUNTRY     -  US
 PN1265  USGS QUAD   -  ARKDALE NE (2018)
 PN1265
 PN1265                         *CURRENT SURVEY CONTROL
 PN1265  ______________________________________________________________________
 PN1265* NAD 83(1991) POSITION- 44 08 01.18215(N) 089 48 27.29538(W)   ADJUSTED
 PN1265* NAVD 88 ORTHO HEIGHT -   304.8   (meters)     1000.    (feet) VERTCON3
 PN1265  ______________________________________________________________________
 PN1265  GEOID HEIGHT    -        -35.475 (meters)                     GEOID18
 PN1265  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 PN1265  HORZ ORDER      -  SECOND
 PN1265
 PN1265.The horizontal coordinates were established by classical geodetic methods
 PN1265.and adjusted by the National Geodetic Survey in November 1991.
 PN1265
 PN1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1265
 PN1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1265.GEOID18 height accuracy estimate available here.
 PN1265
 PN1265.Click photographs - Photos may exist for this station.
 PN1265
 PN1265.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1265
 PN1265. The following values were computed from the NAD 83(1991) position.
 PN1265
 PN1265;                    North         East     Units Scale Factor Converg.
 PN1265;SPC WI S     -   237,056.482   615,398.629   MT  1.00001430   +0 07 56.0
 PN1265;SPC WI S     -   777,742.81  2,019,020.34   sFT  1.00001430   +0 07 56.0
 PN1265;UTM  16      - 4,890,551.803   275,407.707   MT  1.00022041   -1 57 21.0
 PN1265
 PN1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1265!SPC WI S     -   0.99995778  x   1.00001430  =   0.99997208
 PN1265!UTM  16      -   0.99995778  x   1.00022041  =   1.00017818
 PN1265
 PN1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7540790551(NAD 83)
 PN1265
 PN1265|---------------------------------------------------------------------|
 PN1265| PID    Reference Object                     Distance      Geod. Az  |
 PN1265|                                                           dddmmss.s |
 PN1265| CS5229 BAKOVKA RM 1                         27.620 METERS 01404     |
 PN1265| CS5230 BAKOVKA RM 2                          4.860 METERS 09139     |
 PN1265|---------------------------------------------------------------------|
 PN1265
 PN1265                          SUPERSEDED SURVEY CONTROL
 PN1265
 PN1265  NAD 83(1986)-  44 08 01.17991(N)    089 48 27.30280(W) AD(       ) 2
 PN1265  NGVD 29 (02/11/91)  304.8    (m)         1000.     (f) VERT ANG       
 PN1265
 PN1265.Superseded values are not recommended for survey control.
 PN1265
 PN1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1265.See file dsdata.pdf to determine how the superseded data were derived.
 PN1265
 PN1265_MARKER: DE = TRAVERSE STATION DISK
 PN1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1265_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1265+STABILITY: SURFACE MOTION
 PN1265
 PN1265  HISTORY     - Date     Condition        Report By
 PN1265  HISTORY     - 1982     MONUMENTED       WIDT
 PN1265  HISTORY     - 19950902 GOOD             USPSQD
 PN1265
 PN1265                          STATION DESCRIPTION
 PN1265
 PN1265'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1265'THE STATION IS LOCATED ALONG STH 13 ABOUT 14 MILES SOUTH OF WISCONSIN
 PN1265'RAPIDS, 11 MILES NORTH OF FRIENDSHIP, AND 7 MILES EAST NORTHEAST OF
 PN1265'MONROE CENTER.
 PN1265'
 PN1265'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND CTH C IN BIG
 PN1265'FLATS, GO NORTH ON STH 13 FOR 0.55 MILE TO BIGHORN DRIVE TO THE EAST.
 PN1265'CONTINUE NORTH ON STH 13 FOR 0.45 MILE TO THE JUNCTION WITH BIGHORN
 PN1265'AVENUE.  CONTINUE NORTH ON STH 13 FOR 0.5 MILE TO THE STATION ON
 PN1265'HIGHWAY RIGHT OF WAY TO THE EAST ABOUT 250 FEET NORTH OF A DRIVEWAY
 PN1265'TO THE PROPERTY OF JOSEPH BAKOVKA.
 PN1265'
 PN1265'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BAKOVKA 1982---.
 PN1265'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1265'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 75
 PN1265'FEET SOUTH OF THE CENTER OF A DIRT WOODS TRAIL, 48.2 FEET WEST OF 10
 PN1265'INCH TWIN OAKS, 43.3 FEET EAST OF THE CENTER OF STH 13, 26.5 FEET
 PN1265'NORTHWEST OF A POWER POLE, 6.4 FEET WEST OF A WOODEN RIGHT OF WAY
 PN1265'POST, AND 5.6 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 PN1265'IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1265'
 PN1265'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---BAKOVKA RM 1
 PN1265'1982---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1265'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 109 FEET NORTH
 PN1265'OF A POWER POLE, 89.8 FEET NORTH OF THE EAST ONE OF TWO WOODEN RIGHT
 PN1265'OF WAY POSTS, 64.7 FEET EAST OF THE CENTER OF STH 13, 31.5 FEET
 PN1265'SOUTHWEST OF A 10 INCH NORWAY PINE, 13.7 FEET NORTH OF THE CENTER OF A
 PN1265'DIRT WOODS TRAIL, AND 1 FOOT LOWER THAN THE STATION.
 PN1265'
 PN1265'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BAKOVKA RM 2
 PN1265'1982---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1265'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 75 FEET SOUTH
 PN1265'OF THE CENTER OF A DIRT WOODS TRAIL, 59.3 FEET EAST OF THE CENTER OF
 PN1265'STH 13, 32.6 FEET WEST OF 12 INCH TWIN OAKS, 20.2 FEET NORTH OF A
 PN1265'POWER POLE, 10.7 FEET EAST OF A METAL WITNESS POST, 1.6 FEET NORTH OF
 PN1265'A WOODEN RIGHT OF WAY POST, AND 0.4 FOOT HIGHER THAN THE STATION.
 PN1265'
 PN1265'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.60 METERS.
 PN1265
 PN1265                          STATION RECOVERY (1995)
 PN1265
 PN1265'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0135 ***********************************************************************
 QM0135  DESIGNATION -  BALD
 QM0135  PID         -  QM0135
 QM0135  STATE/COUNTY-  WI/FOREST
 QM0135  COUNTRY     -  US
 QM0135  USGS QUAD   -  CRANDON NE (2018)
 QM0135
 QM0135                         *CURRENT SURVEY CONTROL
 QM0135  ______________________________________________________________________
 QM0135* NAD 83(1991) POSITION- 45 39 49.18430(N) 088 46 19.29009(W)   ADJUSTED
 QM0135* NAVD 88 ORTHO HEIGHT -   489.041 (meters)     1604.46  (feet) ADJUSTED
 QM0135  ______________________________________________________________________
 QM0135  GEOID HEIGHT    -        -33.315 (meters)                     GEOID18
 QM0135  LAPLACE CORR    -         -6.05  (seconds)                    DEFLEC18
 QM0135  DYNAMIC HEIGHT  -        489.015 (meters)     1604.38  (feet) COMP
 QM0135  MODELED GRAVITY -    980,547.1   (mgal)                       NAVD 88
 QM0135
 QM0135  HORZ ORDER      -  FIRST
 QM0135  VERT ORDER      -  FIRST     CLASS II
 QM0135
 QM0135.The horizontal coordinates were established by classical geodetic methods
 QM0135.and adjusted by the National Geodetic Survey in November 1991.
 QM0135
 QM0135.The orthometric height was determined by differential leveling and
 QM0135.adjusted by the NATIONAL GEODETIC SURVEY
 QM0135.in June 1991.
 QM0135
 QM0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0135.GEOID18 height accuracy estimate available here.
 QM0135
 QM0135.Click photographs - Photos may exist for this station.
 QM0135
 QM0135.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0135
 QM0135.The dynamic height is computed by dividing the NAVD 88
 QM0135.geopotential number by the normal gravity value computed on the
 QM0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0135.degrees latitude (g = 980.6199 gals.).
 QM0135
 QM0135.The modeled gravity was interpolated from observed gravity values.
 QM0135
 QM0135. The following values were computed from the NAD 83(1991) position.
 QM0135
 QM0135;                    North         East     Units Scale Factor Converg.
 QM0135;SPC WI N     -    55,977.664   695,692.333   MT  0.99998381   +0 53 09.0
 QM0135;SPC WI N     -   183,653.39  2,282,450.60   sFT  0.99998381   +0 53 09.0
 QM0135;UTM  16      - 5,058,206.212   361,959.489   MT  0.99983427   -1 16 03.5
 QM0135
 QM0135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0135!SPC WI N     -   0.99992856  x   0.99998381  =   0.99991237
 QM0135!UTM  16      -   0.99992856  x   0.99983427  =   0.99976284
 QM0135
 QM0135:                Primary Azimuth Mark                     Grid Az
 QM0135:SPC WI N     -  PINE                                     120 20 24.8
 QM0135:UTM  16      -  PINE                                     122 29 37.3
 QM0135
 QM0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6195958206(NAD 83)
 QM0135
 QM0135|---------------------------------------------------------------------|
 QM0135| PID    Reference Object                     Distance      Geod. Az  |
 QM0135|                                                           dddmmss.s |
 QM0135| QM0136 PINE                                APPROX. 1.9 KM 1211333.8 |
 QM0135|---------------------------------------------------------------------|
 QM0135
 QM0135                          SUPERSEDED SURVEY CONTROL
 QM0135
 QM0135  NAD 83(1986)-  45 39 49.18984(N)    088 46 19.28818(W) AD(       ) 1
 QM0135  NAD 27      -  45 39 49.32600(N)    088 46 18.89600(W) AD(       ) 1
 QM0135  USSD        -  45 39 49.40100(N)    088 46 18.72700(W) AD(       ) 3
 QM0135  NGVD 29 (??/??/92)  489.029  (m)         1604.42   (f) ADJ UNCH    1 2
 QM0135  NGVD 29             489.03   (m)         1604.4    (f) LEVELING    3  
 QM0135
 QM0135.Superseded values are not recommended for survey control.
 QM0135
 QM0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0135.See file dsdata.pdf to determine how the superseded data were derived.
 QM0135
 QM0135_MARKER: DS = TRIANGULATION STATION DISK
 QM0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0135_STAMPING: BALD 1921
 QM0135_MARK LOGO: CGS
 QM0135_PROJECTION: FLUSH
 QM0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0135+STABILITY: SURFACE MOTION
 QM0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0135+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2014
 QM0135
 QM0135  HISTORY     - Date     Condition        Report By
 QM0135  HISTORY     - 1921     MONUMENTED       CGS
 QM0135  HISTORY     - 1934     GOOD             CGS
 QM0135  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0135  HISTORY     - 20051205 GOOD             WIDT
 QM0135  HISTORY     - 20140828 GOOD             WIDT
 QM0135
 QM0135                          STATION DESCRIPTION
 QM0135
 QM0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0135'STATION IS ABOUT 4-1/4 MILES W OF LAONA JUNCTION ON THE
 QM0135'EXTENSION OF THE S RAIL OF THE TANGENT FROM THE E, 150 METERS
 QM0135'W OF THE POINT OF TANGENCY, 240 METERS E OF MILEPOST 249
 QM0135'AND 32.13 METERS N OF THE N RAIL OF THE MINNEAPOLIS, ST. PAUL
 QM0135'AND SAULT STE. MARIE RAILWAY.
 QM0135'
 QM0135'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0135'DISKS SET IN CONCRETE.
 QM0135'
 QM0135'THE UNDERGROUND MARK IS 36 INCHES DEEP.
 QM0135
 QM0135                          STATION RECOVERY (1934)
 QM0135
 QM0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0135'3.9 MI W FROM LEONA JUNCTION.
 QM0135'3.9 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0135'MARIE RAILROAD FROM LAONA JUNCTION, FOREST COUNTY, 266 YARDS
 QM0135'EAST OF MILEPOST 249, AT A CURVE, 164 YARDS WEST OF THE POINT
 QM0135'OF TANGENCY, IN LINE WITH THE SOUTH RAIL OF THE EAST TANGENT,
 QM0135'AND 105.4 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 QM0135'TRIANGULATION-STATION DISK, STAMPED BALD 1921 AND SET IN THE
 QM0135'TOP OF A CONCRETE POST.
 QM0135
 QM0135                          STATION RECOVERY (1985)
 QM0135
 QM0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0135'MARK NOT FOUND.
 QM0135
 QM0135                          STATION RECOVERY (2005)
 QM0135
 QM0135'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0135'RECOVERED IN GOOD CONDITION. --ADD TO REACH THE STATION FROM THE
 QM0135'JUNCTION OF COUNTY HIGHWAY G WITH COUNTY HIGHWAY P, GO EAST ON COUNTY
 QM0135'HIGHWAY G FOR 1.95 MILES TO A PRIVATE ROAD OF A RESIDENCE WITH THE
 QM0135'FIRE NUMBER  6538-. TURN LEFT AND GO NORTH 0.4 MILES ALONG THE PRIVATE
 QM0135'ROAD TO THE CANADIAN NATIONAL RAILROAD TRACK.
 QM0135'THEN PACK BY FOOT WEST 1.02 MILES ALONG THE RAILROAD TRACK TO A CURVE
 QM0135'THROUGH A CUT, AND TO THE STATION ON THE RIGHT.  ADD--THE STATION IS
 QM0135'0.15 MILES EAST OF MILEPOST 249, 32.0 M NORTH OF THE NORTH RAIL, 0.3 M
 QM0135'SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS POST, AND ABOUT 5.0 M HIGHER
 QM0135'THAN THE RAIL.
 QM0135
 QM0135                          STATION RECOVERY (2014)
 QM0135
 QM0135'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0135'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4154 ***********************************************************************
 DL4154  DESIGNATION -  BALDWIN E GPS
 DL4154  PID         -  DL4154
 DL4154  STATE/COUNTY-  WI/ST CROIX
 DL4154  COUNTRY     -  US
 DL4154  USGS QUAD   -  EMERALD (2018)
 DL4154
 DL4154                         *CURRENT SURVEY CONTROL
 DL4154  ______________________________________________________________________
 DL4154* NAD 83(2011) POSITION- 45 00 24.99176(N) 092 16 41.35535(W)   ADJUSTED
 DL4154* NAD 83(2011) ELLIP HT-   353.018 (meters)        (04/15/13)   ADJUSTED
 DL4154* NAD 83(2011) EPOCH   -  2010.00
 DL4154* NAVD 88 ORTHO HEIGHT -   383.608 (meters)     1258.55  (feet) ADJUSTED
 DL4154  ______________________________________________________________________
 DL4154  GEOID HEIGHT    -        -30.579 (meters)                     GEOID18
 DL4154  NAD 83(2011) X  -   -179,566.162 (meters)                     COMP
 DL4154  NAD 83(2011) Y  - -4,513,724.546 (meters)                     COMP
 DL4154  NAD 83(2011) Z  -  4,488,143.556 (meters)                     COMP
 DL4154  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 DL4154  DYNAMIC HEIGHT  -        383.551 (meters)     1258.37  (feet) COMP
 DL4154  MODELED GRAVITY -    980,458.3   (mgal)                       NAVD 88
 DL4154
 DL4154  VERT ORDER      -  SECOND    CLASS I
 DL4154
 DL4154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4154  Standards:
 DL4154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4154  -------------------------------------------------------------------
 DL4154  NETWORK    0.73   1.27           0.33   0.25   0.65      0.18812570
 DL4154  -------------------------------------------------------------------
 DL4154  Click here for local accuracies and other accuracy information.
 DL4154
 DL4154.The horizontal coordinates were established by GPS observations
 DL4154.and adjusted by the National Geodetic Survey in April 2013.
 DL4154
 DL4154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4154.been affixed to the stable North American tectonic plate. See 
 DL4154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4154
 DL4154.The horizontal coordinates are valid at the epoch date displayed above
 DL4154.which is a decimal equivalence of Year/Month/Day.
 DL4154
 DL4154.The orthometric height was determined by differential leveling and
 DL4154.adjusted by the WI DEPT OF TRANSP
 DL4154.in May 2012.
 DL4154
 DL4154.No vertical observational check was made to the station.
 DL4154
 DL4154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4154.GEOID18 height accuracy estimate available here.
 DL4154
 DL4154.Click photographs - Photos may exist for this station.
 DL4154
 DL4154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4154
 DL4154.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4154
 DL4154.The ellipsoidal height was determined by GPS observations
 DL4154.and is referenced to NAD 83.
 DL4154
 DL4154.The dynamic height is computed by dividing the NAVD 88
 DL4154.geopotential number by the normal gravity value computed on the
 DL4154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4154.degrees latitude (g = 980.6199 gals.).
 DL4154
 DL4154.The modeled gravity was interpolated from observed gravity values.
 DL4154
 DL4154. The following values were computed from the NAD 83(2011) position.
 DL4154
 DL4154;                    North         East     Units Scale Factor Converg.
 DL4154;SPC WI C     -   132,929.614   420,430.179   MT  0.99994330   -1 36 26.7
 DL4154;SPC WI C     -   436,119.91  1,379,361.35   sFT  0.99994330   -1 36 26.7
 DL4154;UTM  15      - 4,983,975.008   556,885.617   MT  0.99963979   +0 30 37.8
 DL4154
 DL4154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4154!SPC WI C     -   0.99994465  x   0.99994330  =   0.99988796
 DL4154!UTM  15      -   0.99994465  x   0.99963979  =   0.99958446
 DL4154
 DL4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5688583975(NAD 83)
 DL4154
 DL4154                          SUPERSEDED SURVEY CONTROL
 DL4154
 DL4154  NAD 83(2007)-  45 00 24.99172(N)    092 16 41.35601(W) AD(2002.00) 1
 DL4154  ELLIP H (04/06/12)  353.049  (m)                       GP(2002.00) 1 1
 DL4154  NAVD 88             383.61   (m)         1258.6    (f) LEVELING    3  
 DL4154
 DL4154.Superseded values are not recommended for survey control.
 DL4154
 DL4154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4154.See file dsdata.pdf to determine how the superseded data were derived.
 DL4154
 DL4154_MARKER: DD = SURVEY DISK
 DL4154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4154_STAMPING: BALDWIN E GPS 2005
 DL4154_MARK LOGO: WIDT
 DL4154_PROJECTION: FLUSH
 DL4154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4154+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4154
 DL4154  HISTORY     - Date     Condition        Report By
 DL4154  HISTORY     - 2004     MONUMENTED       WIDT
 DL4154  HISTORY     - 20070926 GOOD             WIDT
 DL4154  HISTORY     - 20120711 GOOD             WIDT
 DL4154
 DL4154                          STATION DESCRIPTION
 DL4154
 DL4154'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4154'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST-NORTHEAST OF
 DL4154'BALDWIN, 5.3 MI (8.5 KM) SOUTH OF EMERALD AND 3.8 MI (6.1 KM) NORTH OF
 DL4154'WOODVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4154'
 DL4154'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DL4154'HIGHWAY E ABOUT 3 MI (4.8 KM) NORTH-NORTHEAST OF THE VILLAGE OF
 DL4154'WOODVILLE, GO WEST ON COUNTY HIGHWAY E FOR 1.0 MI (1.6 KM) TO 260TH
 DL4154'STREET ON THE RIGHT.  TURN RIGHT AND GO NORTH ON 260TH STREET FOR 0.2
 DL4154'MI (0.3 KM) TO THE STATION ON THE LEFT.
 DL4154'
 DL4154'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4154'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4154'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE STREET PAVEMENT, 8.2
 DL4154'M (26.9 FT) WEST OF THE CENTERLINE OF 260TH STREET, 36.2 M (118.8 FT)
 DL4154'SOUTH-SOUTHWEST OF A WOOD POST FOR A STOP AHEAD SIGN, 18.4 M (60.4 FT)
 DL4154'WEST-SOUTHWEST OF A TELEPHONE PEDESTAL NUMBER WG1 2, 2 M (6.6 FT) EAST
 DL4154'OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND
 DL4154'SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DL4154'
 DL4154'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4154'DEGREES ABOVE THE HORIZON.
 DL4154
 DL4154                          STATION RECOVERY (2012)
 DL4154
 DL4154'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4154'RECOVERED AS DESCRIBED---NOTE---STATION IS CLEAR ABOVE 20  ON THE
 DL4154'HORIZON
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4097 ***********************************************************************
 DL4097  DESIGNATION -  BALDWIN GPS
 DL4097  PID         -  DL4097
 DL4097  STATE/COUNTY-  WI/ST CROIX
 DL4097  COUNTRY     -  US
 DL4097  USGS QUAD   -  JEWETT (2018)
 DL4097
 DL4097                         *CURRENT SURVEY CONTROL
 DL4097  ______________________________________________________________________
 DL4097* NAD 83(2011) POSITION- 45 00 26.53130(N) 092 22 29.77933(W)   ADJUSTED
 DL4097* NAD 83(2011) ELLIP HT-   318.515 (meters)        (04/15/13)   ADJUSTED
 DL4097* NAD 83(2011) EPOCH   -  2010.00
 DL4097* NAVD 88 ORTHO HEIGHT -   348.943 (meters)     1144.82  (feet) ADJUSTED
 DL4097  ______________________________________________________________________
 DL4097  GEOID HEIGHT    -        -30.434 (meters)                     GEOID18
 DL4097  NAD 83(2011) X  -   -187,188.114 (meters)                     COMP
 DL4097  NAD 83(2011) Y  - -4,513,356.826 (meters)                     COMP
 DL4097  NAD 83(2011) Z  -  4,488,152.759 (meters)                     COMP
 DL4097  LAPLACE CORR    -         -5.45  (seconds)                    DEFLEC18
 DL4097  DYNAMIC HEIGHT  -        348.891 (meters)     1144.65  (feet) COMP
 DL4097  MODELED GRAVITY -    980,459.7   (mgal)                       NAVD 88
 DL4097
 DL4097  VERT ORDER      -  SECOND    CLASS I
 DL4097
 DL4097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4097  Standards:
 DL4097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4097  -------------------------------------------------------------------
 DL4097  NETWORK    0.58   1.02           0.26   0.20   0.52      0.21780988
 DL4097  -------------------------------------------------------------------
 DL4097  Click here for local accuracies and other accuracy information.
 DL4097
 DL4097.The horizontal coordinates were established by GPS observations
 DL4097.and adjusted by the National Geodetic Survey in April 2013.
 DL4097
 DL4097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4097.been affixed to the stable North American tectonic plate. See 
 DL4097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4097
 DL4097.The horizontal coordinates are valid at the epoch date displayed above
 DL4097.which is a decimal equivalence of Year/Month/Day.
 DL4097
 DL4097.The orthometric height was determined by differential leveling and
 DL4097.adjusted by the WI DEPT OF TRANSP
 DL4097.in May 2012.
 DL4097
 DL4097.No vertical observational check was made to the station.
 DL4097
 DL4097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4097.GEOID18 height accuracy estimate available here.
 DL4097
 DL4097.Click photographs - Photos may exist for this station.
 DL4097
 DL4097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4097
 DL4097.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4097
 DL4097.The ellipsoidal height was determined by GPS observations
 DL4097.and is referenced to NAD 83.
 DL4097
 DL4097.The dynamic height is computed by dividing the NAVD 88
 DL4097.geopotential number by the normal gravity value computed on the
 DL4097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4097.degrees latitude (g = 980.6199 gals.).
 DL4097
 DL4097.The modeled gravity was interpolated from observed gravity values.
 DL4097
 DL4097. The following values were computed from the NAD 83(2011) position.
 DL4097
 DL4097;                    North         East     Units Scale Factor Converg.
 DL4097;SPC WI C     -   133,195.684   412,804.908   MT  0.99994332   -1 40 32.5
 DL4097;SPC WI C     -   436,992.84  1,354,344.10   sFT  0.99994332   -1 40 32.5
 DL4097;UTM  15      - 4,983,959.112   549,258.077   MT  0.99962983   +0 26 31.4
 DL4097
 DL4097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4097!SPC WI C     -   0.99995006  x   0.99994332  =   0.99989339
 DL4097!UTM  15      -   0.99995006  x   0.99962983  =   0.99957991
 DL4097
 DL4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4925883959(NAD 83)
 DL4097
 DL4097                          SUPERSEDED SURVEY CONTROL
 DL4097
 DL4097  NAD 83(2011)-  45 00 26.53107(N)    092 22 29.77953(W) AD(2010.00) 0
 DL4097  ELLIP H (06/27/12)  318.515  (m)                       GP(2010.00)    
 DL4097  NAD 83(2007)-  45 00 26.53109(N)    092 22 29.78019(W) AD(2002.00) B
 DL4097  ELLIP H (09/06/11)  318.542  (m)                       GP(2002.00) 1 1
 DL4097  NAVD 88             348.94   (m)         1144.8    (f) LEVELING    3  
 DL4097
 DL4097.Superseded values are not recommended for survey control.
 DL4097
 DL4097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4097.See file dsdata.pdf to determine how the superseded data were derived.
 DL4097
 DL4097_MARKER: DD = SURVEY DISK
 DL4097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4097_STAMPING: BALDWIN GPS 1993
 DL4097_MARK LOGO: WI-109
 DL4097_PROJECTION: FLUSH
 DL4097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4097+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DL4097
 DL4097  HISTORY     - Date     Condition        Report By
 DL4097  HISTORY     - 1993     MONUMENTED       WI-109
 DL4097  HISTORY     - 20070926 GOOD             WIDT
 DL4097  HISTORY     - 2010     GOOD             WIDT
 DL4097  HISTORY     - 20120711 GOOD             WIDT
 DL4097
 DL4097                          STATION DESCRIPTION
 DL4097
 DL4097'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4097'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DL4097'HIGHWAY E ABOUT 2.5 MI (4.0 KM) NORTH OF THE VILLAGE OF BALDWIN.
 DL4097'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4097'
 DL4097'THE STATION IS A BRONZE ST.CROIX COUNTY GEODETIC CONTROL STATION DISK
 DL4097'SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST ABOUT LEVEL
 DL4097'WITH THE HIGHWAY PAVEMENT.
 DL4097'
 DL4097'THE STATION IS 15.5 M (50.9 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DL4097'63, 71 M (232.9 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY EAST,
 DL4097'42.8 M (140.4 FT) NORTH OF A TELEPHONE PEDESTAL NUMBER BD3 5 BC2 8,
 DL4097'17.2 M (56.4 FT) NORTH OF A FIBER OPTIC CABLE CABINET, 13.1 M (43.0
 DL4097'FT) NORTHEAST OF A WOOD POST FOR AN ADOPT A HIGHWAY SIGN, 1.0 M (3.3
 DL4097'FT) NORTHWEST AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND
 DL4097'0.3 M (1.0 FT) WEST OF A METAL WITNESS POST WITH A ST.CROIX CO.
 DL4097'SURVEYOR GPS MARKER PLAQUE.
 DL4097'
 DL4097'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4097'DEGREES ABOVE THE HORIZON.
 DL4097
 DL4097                          STATION RECOVERY (2010)
 DL4097
 DL4097'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 DL4097'RECOVERED AS DESCRIBED.
 DL4097
 DL4097                          STATION RECOVERY (2012)
 DL4097
 DL4097'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4097'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7047 ***********************************************************************
 DN7047  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7047  DESIGNATION -  BALDWIN S GPS
 DN7047  PID         -  DN7047
 DN7047  STATE/COUNTY-  WI/ST CROIX
 DN7047  COUNTRY     -  US
 DN7047  USGS QUAD   -  BALDWIN EAST (2018)
 DN7047
 DN7047                         *CURRENT SURVEY CONTROL
 DN7047  ______________________________________________________________________
 DN7047* NAD 83(2011) POSITION- 44 57 40.68983(N) 092 17 18.18054(W)   ADJUSTED
 DN7047* NAD 83(2011) ELLIP HT-   321.211 (meters)        (04/15/13)   ADJUSTED
 DN7047* NAD 83(2011) EPOCH   -  2010.00
 DN7047* NAVD 88 ORTHO HEIGHT -   351.81  (meters)     1154.2   (feet) GPS OBS
 DN7047  ______________________________________________________________________
 DN7047  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7047  GEOID HEIGHT    -        -30.595 (meters)                     GEOID12A
 DN7047  GEOID HEIGHT    -        -30.592 (meters)                     GEOID18
 DN7047  NAD 83(2011) X  -   -180,514.283 (meters)                     COMP
 DN7047  NAD 83(2011) Y  - -4,517,252.702 (meters)                     COMP
 DN7047  NAD 83(2011) Z  -  4,484,533.459 (meters)                     COMP
 DN7047  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 DN7047
 DN7047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7047  Standards:
 DN7047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7047  -------------------------------------------------------------------
 DN7047  NETWORK    0.49   0.86           0.22   0.17   0.44      0.15118793
 DN7047  -------------------------------------------------------------------
 DN7047  Click here for local accuracies and other accuracy information.
 DN7047
 DN7047.The horizontal coordinates were established by GPS observations
 DN7047.and adjusted by the National Geodetic Survey in April 2013.
 DN7047
 DN7047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7047.been affixed to the stable North American tectonic plate. See 
 DN7047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7047
 DN7047.The horizontal coordinates are valid at the epoch date displayed above
 DN7047.which is a decimal equivalence of Year/Month/Day.
 DN7047
 DN7047.The orthometric height was determined by GPS observations and a
 DN7047.high-resolution geoid model using precise GPS observation and
 DN7047.processing techniques.
 DN7047
 DN7047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7047.GEOID18 height accuracy estimate available here.
 DN7047
 DN7047.Click photographs - Photos may exist for this station.
 DN7047
 DN7047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7047
 DN7047.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7047
 DN7047.The ellipsoidal height was determined by GPS observations
 DN7047.and is referenced to NAD 83.
 DN7047
 DN7047. The following values were computed from the NAD 83(2011) position.
 DN7047
 DN7047;                    North         East     Units Scale Factor Converg.
 DN7047;SPC WI C     -   127,882.614   419,481.195   MT  0.99994181   -1 36 52.7
 DN7047;SPC WI C     -   419,561.54  1,376,247.89   sFT  0.99994181   -1 36 52.7
 DN7047;UTM  15      - 4,978,897.927   556,124.011   MT  0.99963873   +0 30 10.3
 DN7047
 DN7047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7047!SPC WI C     -   0.99994964  x   0.99994181  =   0.99989145
 DN7047!UTM  15      -   0.99994964  x   0.99963873  =   0.99958839
 DN7047
 DN7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5612478897(NAD 83)
 DN7047
 DN7047                          SUPERSEDED SURVEY CONTROL
 DN7047
 DN7047  NAD 83(2007)-  44 57 40.68977(N)    092 17 18.18124(W) AD(2002.00) 1
 DN7047  ELLIP H (04/06/12)  321.243  (m)                       GP(2002.00) 1 1
 DN7047
 DN7047.Superseded values are not recommended for survey control.
 DN7047
 DN7047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7047.See file dsdata.pdf to determine how the superseded data were derived.
 DN7047
 DN7047_MARKER: DD = SURVEY DISK
 DN7047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7047_STAMPING: BALDWIN S GPS 2005
 DN7047_MARK LOGO: WIDT
 DN7047_PROJECTION: FLUSH
 DN7047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7047+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 DN7047
 DN7047  HISTORY     - Date     Condition        Report By
 DN7047  HISTORY     - 2004     MONUMENTED       WIDT
 DN7047  HISTORY     - 20070926 GOOD             WIDT
 DN7047  HISTORY     - 20120709 GOOD             WIDT
 DN7047
 DN7047                          STATION DESCRIPTION
 DN7047
 DN7047'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7047'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY
 DN7047'HIGHWAY B (LOCKWOOD STREET) TO THE SOUTH AND COUNTY HIGHWAY D TO THE
 DN7047'NORTH IN THE VILLAGE OF WOODVILLE, GO NORTH ON COUNTY HIGHWAY D FOR
 DN7047'0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DN7047'
 DN7047'IT IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DN7047'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DN7047'CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT)
 DN7047'HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.6 M (47.9 FT)
 DN7047'WEST-NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY D, 87 M (285.4 FT)
 DN7047'NORTH-NORTHEAST OF THE CENTERLINE OF US HIGHWAY 12, 1.0 M (3.3 FT)
 DN7047'EAST, NORTHWEST AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DN7047'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7047'DEGREES ABOVE THE HORIZON.
 DN7047
 DN7047                          STATION RECOVERY (2012)
 DN7047
 DN7047'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DN7047'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8505 ***********************************************************************
 AB8505  DESIGNATION -  BALLFIELD
 AB8505  PID         -  AB8505
 AB8505  STATE/COUNTY-  WI/BURNETT
 AB8505  COUNTRY     -  US
 AB8505  USGS QUAD   -  BIRCH ISLAND LAKE (2018)
 AB8505
 AB8505                         *CURRENT SURVEY CONTROL
 AB8505  ______________________________________________________________________
 AB8505* NAD 83(2011) POSITION- 45 56 25.15618(N) 092 13 12.13886(W)   ADJUSTED
 AB8505* NAD 83(2011) ELLIP HT-   282.853 (meters)        (06/27/12)   ADJUSTED
 AB8505* NAD 83(2011) EPOCH   -  2010.00
 AB8505* NAVD 88 ORTHO HEIGHT -   309.7   (meters)     1016.    (feet) GPS OBS
 AB8505  ______________________________________________________________________
 AB8505  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8505  GEOID HEIGHT    -        -26.264 (meters)                     GEOID93
 AB8505  GEOID HEIGHT    -        -26.761 (meters)                     GEOID18
 AB8505  NAD 83(2011) X  -   -172,120.851 (meters)                     COMP
 AB8505  NAD 83(2011) Y  - -4,439,951.034 (meters)                     COMP
 AB8505  NAD 83(2011) Z  -  4,560,840.409 (meters)                     COMP
 AB8505  LAPLACE CORR    -         -6.03  (seconds)                    DEFLEC18
 AB8505
 AB8505  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8505  Standards:
 AB8505         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8505            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8505  -------------------------------------------------------------------
 AB8505  NETWORK    0.96   1.37           0.42   0.36   0.70      0.11754814
 AB8505  -------------------------------------------------------------------
 AB8505  Click here for local accuracies and other accuracy information.
 AB8505
 AB8505.The horizontal coordinates were established by GPS observations
 AB8505.and adjusted by the National Geodetic Survey in June 2012.
 AB8505
 AB8505.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8505.been affixed to the stable North American tectonic plate. See 
 AB8505.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8505
 AB8505.The horizontal coordinates are valid at the epoch date displayed above
 AB8505.which is a decimal equivalence of Year/Month/Day.
 AB8505
 AB8505.The orthometric height was determined by GPS observations and a
 AB8505.high-resolution geoid model.
 AB8505
 AB8505.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8505.GEOID18 height accuracy estimate available here.
 AB8505
 AB8505.Click photographs - Photos may exist for this station.
 AB8505
 AB8505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8505
 AB8505.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8505
 AB8505.The ellipsoidal height was determined by GPS observations
 AB8505.and is referenced to NAD 83.
 AB8505
 AB8505. The following values were computed from the NAD 83(2011) position.
 AB8505
 AB8505;                    North         East     Units Scale Factor Converg.
 AB8505;SPC WI N     -    88,392.515   427,874.168   MT  0.99995319   -1 36 05.3
 AB8505;SPC WI N     -   290,001.11  1,403,783.83   sFT  0.99995319   -1 36 05.3
 AB8505;UTM  15      - 5,087,712.526   560,459.057   MT  0.99964494   +0 33 37.8
 AB8505
 AB8505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8505!SPC WI N     -   0.99995566  x   0.99995319  =   0.99990885
 AB8505!UTM  15      -   0.99995566  x   0.99964494  =   0.99960062
 AB8505
 AB8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6045987712(NAD 83)
 AB8505
 AB8505                          SUPERSEDED SURVEY CONTROL
 AB8505
 AB8505  NAD 83(2007)-  45 56 25.15632(N)    092 13 12.13953(W) AD(2002.00) 0
 AB8505  ELLIP H (02/10/07)  282.887  (m)                       GP(2002.00)    
 AB8505  NAD 83(1997)-  45 56 25.15630(N)    092 13 12.14019(W) AD(       ) 1
 AB8505  ELLIP H (01/30/03)  282.908  (m)                       GP(       ) 4 1
 AB8505  NAD 83(1991)-  45 56 25.15593(N)    092 13 12.13840(W) AD(       ) 1
 AB8505  ELLIP H (12/09/96)  282.943  (m)                       GP(       ) 4 1
 AB8505
 AB8505.Superseded values are not recommended for survey control.
 AB8505
 AB8505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8505.See file dsdata.pdf to determine how the superseded data were derived.
 AB8505
 AB8505_MARKER: DD = SURVEY DISK
 AB8505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8505_PROJECTION: RECESSED 8 CENTIMETERS
 AB8505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8505+STABILITY: SURFACE MOTION
 AB8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8505+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8505
 AB8505  HISTORY     - Date     Condition        Report By
 AB8505  HISTORY     - 1993     MONUMENTED       WI-013
 AB8505  HISTORY     - 20010101 POOR             WI-013
 AB8505
 AB8505                          STATION DESCRIPTION
 AB8505
 AB8505'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8505'THE STATION IS LOCATED 13.3 KM (8.25 MI) SOUTHEAST OF THE VILLAGE OF
 AB8505'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8505'INTERSECT) , 13.0 KM (8.05 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN
 AB8505'THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, SECTION 21, T40N,
 AB8505'R15W, TOWN OF JACKSON.  TO REACH THE STATION FROM THE VILLAGE OF
 AB8505'WEBSTER (WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD FF MEET) GO
 AB8505'NORTH ALONG STATE TRUNK HIGHWAY 35 2.0 KM (1.25 MI) TO COUNTY ROAD A,
 AB8505'GO EAST ALONG COUNTY ROAD A 8.6 KM (5.35 MI) TO WHERE COUNTY ROAD A
 AB8505'TURNS SHARPLY NORTH, CONTINUE NORTH ALONG COUNTY ROAD A 3.2 KM (2.00
 AB8505'MI) TO WHERE COUNTY ROAD TURNS EAST, CONTINUE EAST ALONG COUNTY ROAD A
 AB8505'2.77 KM (1.70 MI) TO COUNTY ROAD C, GO NORTH ALONG COUNTY ROAD C .75
 AB8505'MI (1.21 KM) TO TRAIL ON WEST SIDE OF ROAD (ALSO AT SOUTHEAST END OF
 AB8505'SOCCER FIELD) , TURN WEST ON TRAIL GOING SOUTH AND UP A SLOPE, THE
 AB8505'STATION IS LOCATED ON WEST EDGE OF TRAIL, ON TOP OF HILL, 542 FEET
 AB8505'(165.2 M) WEST OF COUNTY ROAD C.  FIBERGLASS WITNESS POST SET ALONG
 AB8505'WEST SIDE OF STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND
 AB8505'CONCRETE MONUMENT 08 CM BELOW THE GROUND SURFACE.
 AB8505
 AB8505                          STATION RECOVERY (2001)
 AB8505
 AB8505'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 2001 (JET)
 AB8505'THIS STATION HAS MOVED AND SANK AFTER INITIAL BLUEBOOKING PROJECT IN
 AB8505'1994.  IN 2001 SURVEYOR DOUG CRANE RE-OBSERVED THE MONUMENT FROM 3
 AB8505'SURROUNDING STATIONS AND IT WAS FOUND THAT THIS STATION HAS MOVED
 AB8505'HORIZONTALLY A FEW TENTHS OF A FOOT AND HAS SUNK VERTICALLY BETWEEN
 AB8505'ONE TO TWO FEET.  DON'T USE THIS STATION.  THIS REPORT SUBMITTED BY
 AB8505'BURNETT COUNTY SURVEYOR JASON TOWNE IN APRIL 2018.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO1032 ***********************************************************************
 DO1032  DESIGNATION -  BALSAM 77
 DO1032  PID         -  DO1032
 DO1032  STATE/COUNTY-  WI/BURNETT
 DO1032  COUNTRY     -  US
 DO1032  USGS QUAD   -  FROG LAKE (2019)
 DO1032
 DO1032                         *CURRENT SURVEY CONTROL
 DO1032  ______________________________________________________________________
 DO1032* NAD 83(1986) POSITION- 46 02 07.9    (N) 092 05 56.6    (W)   HD_HELD2
 DO1032* NAVD 88 ORTHO HEIGHT -   304.087 (meters)      997.66  (feet) ADJUSTED
 DO1032  ______________________________________________________________________
 DO1032  GEOID HEIGHT    -        -26.776 (meters)                     GEOID18
 DO1032  DYNAMIC HEIGHT  -        304.115 (meters)      997.75  (feet) COMP
 DO1032  MODELED GRAVITY -    980,695.8   (mgal)                       NAVD 88
 DO1032
 DO1032  VERT ORDER      -  SECOND    CLASS I
 DO1032
 DO1032.The horizontal coordinates were established by autonomous hand held GPS
 DO1032.observations and have an estimated accuracy of +/- 10 meters.
 DO1032
 DO1032.The orthometric height was determined by differential leveling and
 DO1032.adjusted by the NATIONAL GEODETIC SURVEY
 DO1032.in October 2012.
 DO1032
 DO1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1032.GEOID18 height accuracy estimate available here.
 DO1032
 DO1032.Click photographs - Photos may exist for this station.
 DO1032
 DO1032.The dynamic height is computed by dividing the NAVD 88
 DO1032.geopotential number by the normal gravity value computed on the
 DO1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1032.degrees latitude (g = 980.6199 gals.).
 DO1032
 DO1032.The modeled gravity was interpolated from observed gravity values.
 DO1032
 DO1032;                    North         East    Units  Estimated Accuracy
 DO1032;SPC WI N     -    98,716.      437,532.      MT  (+/- 10 meters HH2 GPS)
 DO1032
 DO1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6971798389(NAD 83)
 DO1032
 DO1032                          SUPERSEDED SURVEY CONTROL
 DO1032
 DO1032.No superseded survey control is available for this station.
 DO1032
 DO1032_MARKER: DD = SURVEY DISK
 DO1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1032_STAMPING: BALSAM 77
 DO1032_MARK LOGO: WI-013
 DO1032_PROJECTION: FLUSH
 DO1032_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1032+STABILITY: SURFACE MOTION
 DO1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1032+SATELLITE: SATELLITE OBSERVATIONS - 2011
 DO1032
 DO1032  HISTORY     - Date     Condition        Report By
 DO1032  HISTORY     - 2011     MONUMENTED       WI-013
 DO1032
 DO1032                          STATION DESCRIPTION
 DO1032
 DO1032'DESCRIBED BY BURNETT COUNTY WISCONSIN 2011 (JT)
 DO1032'THE STATION IS LOCATED ABOUT 13.2 MI (21.2 KM) EAST OF DANBURY, 12.8
 DO1032'MI (20.6 KM) SOUTH-SOUTHEAST OF DAIRYLAND AND 2.4 MI (3.9 KM)
 DO1032'NORTHEAST OF WEBB LAKE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO1032'
 DO1032'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 77 WITH RIVER ROAD,
 DO1032'13.6 MI (21.9 KM) EAST OF DANBURY, WISCONSIN, GO WEST ON STATE HIGHWAY
 DO1032'77 FOR 1.5 TO BALSAM FIRE LANE AND THE STATION ON THE LEFT.
 DO1032'
 DO1032'THE STATION IS LOCATED 29.5 M (96.8 FT) SOUTH OF THE CENTERLINE OF
 DO1032'STATE HIGHWAY 77, 29.0 M (95.1 FT) SOUTHEAST OF A WOODEN POST FOR A
 DO1032'SNOWMOBILE STOP SIGN, 23.5 M (77.1 FT) EAST OF THE CENTERLINE OF
 DO1032'BALSAM FIRE LANE, 1 M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF 3
 DO1032'METAL U-POST WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9043 ***********************************************************************
 AC9043  DESIGNATION -  BALSAM LAKE 100
 AC9043  PID         -  AC9043
 AC9043  STATE/COUNTY-  WI/POLK
 AC9043  COUNTRY     -  US
 AC9043  USGS QUAD   -  BALSAM LAKE (2018)
 AC9043
 AC9043                         *CURRENT SURVEY CONTROL
 AC9043  ______________________________________________________________________
 AC9043* NAD 83(2011) POSITION- 45 27 13.16130(N) 092 28 05.19274(W)   ADJUSTED
 AC9043* NAD 83(2011) ELLIP HT-   330.733 (meters)        (06/27/12)   ADJUSTED
 AC9043* NAD 83(2011) EPOCH   -  2010.00
 AC9043* NAVD 88 ORTHO HEIGHT -   358.779 (meters)     1177.09  (feet) ADJUSTED
 AC9043  ______________________________________________________________________
 AC9043  GEOID HEIGHT    -        -28.049 (meters)                     GEOID18
 AC9043  NAD 83(2011) X  -   -193,011.107 (meters)                     COMP
 AC9043  NAD 83(2011) Y  - -4,477,873.714 (meters)                     COMP
 AC9043  NAD 83(2011) Z  -  4,523,093.232 (meters)                     COMP
 AC9043  LAPLACE CORR    -        -11.34  (seconds)                    DEFLEC18
 AC9043  DYNAMIC HEIGHT  -        358.777 (meters)     1177.09  (feet) COMP
 AC9043  MODELED GRAVITY -    980,598.2   (mgal)                       NAVD 88
 AC9043
 AC9043  VERT ORDER      -  SECOND    CLASS I
 AC9043
 AC9043  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9043  Standards:
 AC9043         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9043            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9043  -------------------------------------------------------------------
 AC9043  NETWORK    0.20   0.43           0.09   0.07   0.22      0.00036536
 AC9043  -------------------------------------------------------------------
 AC9043  Click here for local accuracies and other accuracy information.
 AC9043
 AC9043.The horizontal coordinates were established by GPS observations
 AC9043.and adjusted by the National Geodetic Survey in June 2012.
 AC9043
 AC9043.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9043.been affixed to the stable North American tectonic plate. See 
 AC9043.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9043
 AC9043.The horizontal coordinates are valid at the epoch date displayed above
 AC9043.which is a decimal equivalence of Year/Month/Day.
 AC9043
 AC9043.The orthometric height was determined by differential leveling and
 AC9043.adjusted by the WI DEPT OF TRANSP
 AC9043.in May 2012.
 AC9043
 AC9043.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9043.GEOID18 height accuracy estimate available here.
 AC9043
 AC9043.Click photographs - Photos may exist for this station.
 AC9043
 AC9043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9043
 AC9043.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9043
 AC9043.The ellipsoidal height was determined by GPS observations
 AC9043.and is referenced to NAD 83.
 AC9043
 AC9043.The dynamic height is computed by dividing the NAVD 88
 AC9043.geopotential number by the normal gravity value computed on the
 AC9043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9043.degrees latitude (g = 980.6199 gals.).
 AC9043
 AC9043.The modeled gravity was interpolated from observed gravity values.
 AC9043
 AC9043. The following values were computed from the NAD 83(2011) position.
 AC9043
 AC9043;                    North         East     Units Scale Factor Converg.
 AC9043;SPC WI C     -   182,988.481   406,970.545   MT  0.99999150   -1 44 29.2
 AC9043;SPC WI C     -   600,354.71  1,335,202.53   sFT  0.99999150   -1 44 29.2
 AC9043;UTM  15      - 5,033,485.411   541,589.003   MT  0.99962127   +0 22 44.7
 AC9043
 AC9043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9043!SPC WI C     -   0.99994815  x   0.99999150  =   0.99993965
 AC9043!UTM  15      -   0.99994815  x   0.99962127  =   0.99956944
 AC9043
 AC9043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4158933485(NAD 83)
 AC9043
 AC9043                          SUPERSEDED SURVEY CONTROL
 AC9043
 AC9043  NAD 83(2007)-  45 27 13.16120(N)    092 28 05.19326(W) AD(2002.00) 0
 AC9043  ELLIP H (02/10/07)  330.769  (m)                       GP(2002.00)    
 AC9043  NAD 83(1997)-  45 27 13.16135(N)    092 28 05.19383(W) AD(       ) 1
 AC9043  ELLIP H (09/30/02)  330.790  (m)                       GP(       ) 2 1
 AC9043  NAD 83(1991)-  45 27 13.16093(N)    092 28 05.19208(W) AD(       ) 1
 AC9043  ELLIP H (06/10/97)  330.809  (m)                       GP(       ) 2 1
 AC9043  NAVD 88             358.78   (m)         1177.1    (f) LEVELING    3  
 AC9043  NAVD 88 (06/10/97)  358.8    (m)  GEOID96  model used  GPS OBS        
 AC9043
 AC9043.Superseded values are not recommended for survey control.
 AC9043
 AC9043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9043.See file dsdata.pdf to determine how the superseded data were derived.
 AC9043
 AC9043_MARKER: DD = SURVEY DISK
 AC9043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9043_STAMPING: BALSAM LAKE 100 1995
 AC9043_MARK LOGO: WI-095
 AC9043_PROJECTION: FLUSH
 AC9043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9043+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 AC9043
 AC9043  HISTORY     - Date     Condition        Report By
 AC9043  HISTORY     - 1995     MONUMENTED       WI-095
 AC9043  HISTORY     - 20051105 GOOD             WIDT
 AC9043  HISTORY     - 20071106 GOOD             WIDT
 AC9043  HISTORY     - 20100824 GOOD             WIDT
 AC9043
 AC9043                          STATION DESCRIPTION
 AC9043
 AC9043'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9043'THE STATION IS LOCATED NEAR THE INTERSECTION OF COUNTY TRUNK HIGHWAY I
 AC9043'(TO THE WEST) AND STATE HIGHWAY 46 IN THE VILLAGE OF BALSAM LAKE,
 AC9043'WISCONSIN IN GOVERNMENT LOT 5, SECTION 3, T.34N., R.17W., 4TH P.M.
 AC9043'VILLAGE OF BALSAM LAKE, POLK COUNTY.  TO REACH THE STATION BEGIN AT
 AC9043'THE INTERSECTION OF STATE HIGHWAY 46 AND COUNTY TRUNK HIGHWAY I (TO
 AC9043'THE EAST) GO WEST .8 MI (1.3 KM) TO THE STATION.  THE STATION IS
 AC9043'LOCATED 100 FEET (30.5 M) NORTH OF STATE HIGHWAY 46, 100 FEET (30.5 M)
 AC9043'EAST OF INTERSECTION OF STATE HIGHWAY 46 AND COUNTY HIGHWAY I, 40 FEET
 AC9043'(12.2 M) SOUTH OF POLK COUNTY GOVERNMENT CENTER SIGN ON FRONT SOUTH
 AC9043'LAWN OF COURT HOUSE.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT
 AC9043'(0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH
 AC9043'GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9043'STATION.
 AC9043
 AC9043                          STATION RECOVERY (2005)
 AC9043
 AC9043'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9043'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 41.6 M
 AC9043'WEST-SOUTHWEST OF THE CENTER FLAG POLE OF THREE, 32.6 M NORTHEAST OF
 AC9043'POWER POLE --B-6-4 MSI-- IN A TRIANGULAR MEDIAN STRIP WITH A STREET
 AC9043'LIGHT ATTACHED,
 AC9043'26.9 M NORTH-NORTHEAST OF A --NORTH 46 RIGHT ARROW--SIGN POST, 26.3 M
 AC9043'SOUTHEAST OF THE TOP CENTER OF A TELEPHONE PEDESTAL, 26.0 M
 AC9043'EAST-NORTHEAST OF A --DO NOT ENTER-- SIGN POST, 16.7 M NORTHEAST OF A
 AC9043'--WRONG WAY-- SIGN POST, AND 7.4 M SOUTH-SOUTHWEST OF THE SOUTHWEST
 AC9043'CORNER OF A STONE COMPOSITE --POLK COUNTY GOVERNMENT CENTER-- SIGN.
 AC9043'NOTE-- THERE IS NO WITNESS POST PRESENT.
 AC9043
 AC9043                          STATION RECOVERY (2007)
 AC9043
 AC9043'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AC9043'RECOVERED AS DESCRIBED.
 AC9043
 AC9043                          STATION RECOVERY (2010)
 AC9043
 AC9043'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AC9043'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0375 ***********************************************************************
 QN0375  DESIGNATION -  BALUTIS
 QN0375  PID         -  QN0375
 QN0375  STATE/COUNTY-  WI/RUSK
 QN0375  COUNTRY     -  US
 QN0375  USGS QUAD   -  WEYERHAEUSER (2018)
 QN0375
 QN0375                         *CURRENT SURVEY CONTROL
 QN0375  ______________________________________________________________________
 QN0375* NAD 83(1996) POSITION- 45 23 33.20818(N) 091 27 58.49278(W)   ADJUSTED
 QN0375* NAVD 88 ORTHO HEIGHT -   428.604 (meters)     1406.18  (feet) ADJUSTED
 QN0375  ______________________________________________________________________
 QN0375  GEOID HEIGHT    -        -30.262 (meters)                     GEOID18
 QN0375  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 QN0375  DYNAMIC HEIGHT  -        428.581 (meters)     1406.10  (feet) COMP
 QN0375  MODELED GRAVITY -    980,549.1   (mgal)                       NAVD 88
 QN0375
 QN0375  HORZ ORDER      -  FIRST
 QN0375  VERT ORDER      -  FIRST     CLASS II
 QN0375
 QN0375.The horizontal coordinates were established by classical geodetic methods
 QN0375.and adjusted by the National Geodetic Survey in March 1999.
 QN0375
 QN0375.The orthometric height was determined by differential leveling and
 QN0375.adjusted by the NATIONAL GEODETIC SURVEY
 QN0375.in June 1991.
 QN0375
 QN0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0375.GEOID18 height accuracy estimate available here.
 QN0375
 QN0375.Click photographs - Photos may exist for this station.
 QN0375
 QN0375.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0375
 QN0375.The dynamic height is computed by dividing the NAVD 88
 QN0375.geopotential number by the normal gravity value computed on the
 QN0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0375.degrees latitude (g = 980.6199 gals.).
 QN0375
 QN0375.The modeled gravity was interpolated from observed gravity values.
 QN0375
 QN0375. The following values were computed from the NAD 83(1996) position.
 QN0375
 QN0375;                    North         East     Units Scale Factor Converg.
 QN0375;SPC WI C     -   174,300.985   485,191.523   MT  0.99998131   -1 02 04.4
 QN0375;SPC WI C     -   571,852.48  1,591,832.52   sFT  0.99998131   -1 02 04.4
 QN0375;UTM  15      - 5,027,704.229   620,054.654   MT  0.99977721   +1 05 31.4
 QN0375
 QN0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0375!SPC WI C     -   0.99993755  x   0.99998131  =   0.99991886
 QN0375!UTM  15      -   0.99993755  x   0.99977721  =   0.99971478
 QN0375
 QN0375:                Primary Azimuth Mark                     Grid Az
 QN0375:SPC WI C     -  BALUTIS AZ MK                            152 48 13.8
 QN0375:UTM  15      -  BALUTIS AZ MK                            150 40 38.0
 QN0375
 QN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2005427704(NAD 83)
 QN0375
 QN0375|---------------------------------------------------------------------|
 QN0375| PID    Reference Object                     Distance      Geod. Az  |
 QN0375|                                                           dddmmss.s |
 QN0375| CJ4214 BALUTIS AZ MK                                      1514609.4 |
 QN0375| QN0377 BALUTIS RM 1                         37.180 METERS 25808     |
 QN0375| QN0376 BALUTIS RM 2                         30.702 METERS 34027     |
 QN0375|---------------------------------------------------------------------|
 QN0375
 QN0375                          SUPERSEDED SURVEY CONTROL
 QN0375
 QN0375  NAD 83(1991)-  45 23 33.20693(N)    091 27 58.49248(W) AD(       ) 1
 QN0375  NAD 83(1986)-  45 23 33.20048(N)    091 27 58.49307(W) AD(       ) 1
 QN0375  NAD 27      -  45 23 33.34200(N)    091 27 57.91600(W) AD(       ) 1
 QN0375
 QN0375.Superseded values are not recommended for survey control.
 QN0375
 QN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0375.See file dsdata.pdf to determine how the superseded data were derived.
 QN0375
 QN0375_MARKER: DS = TRIANGULATION STATION DISK
 QN0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0375_STAMPING: BALUTIS 1934
 QN0375_MARK LOGO: CGS
 QN0375_PROJECTION: RECESSED 30 CENTIMETERS
 QN0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0375+STABILITY: SURFACE MOTION
 QN0375
 QN0375  HISTORY     - Date     Condition        Report By
 QN0375  HISTORY     - 1934     MONUMENTED       CGS
 QN0375  HISTORY     - 1972     MARK NOT FOUND   USGS
 QN0375  HISTORY     - 1974     GOOD             NGS
 QN0375  HISTORY     - 1980     GOOD             NGS
 QN0375  HISTORY     - 20010902 GOOD             INDIV
 QN0375
 QN0375                          STATION DESCRIPTION
 QN0375
 QN0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0375'THIS STATION IS ABOUT 3 MILES SOUTHWEST OF WEYERHAUSER, ABOUT
 QN0375'14 MILES EAST OF CAMERON, ABOUT 15 MILES NORTHEAST OF NEW
 QN0375'AUBURN, IN THE NORTHWEST QUARTER SEC. 34, T. 34 N., R. 9 W., ON
 QN0375'LAND OWNED AND OCCUPIED BY JOHN BALUTIS.  THE MARK IS SET
 QN0375'ON THE HIGHEST POINT OF THE YARD OF THE BALUTIS HOUSE, 32 FEET
 QN0375'NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 19 FEET EAST OF A
 QN0375'SMALL OAK TREE, AND IS 12 INCHES BELOW THE SURFACE OF THE
 QN0375'GROUND.
 QN0375'
 QN0375'TO REACH FROM WEYERHAUSER, JUNCTION OF U.S. HIGHWAY 8 AND COUNTY
 QN0375'HIGHWAY F, GO WEST ON U.S. 8 FOR 2 MILES TO CROSSROADS WITH A
 QN0375'SCHOOLHOUSE IN THE SOUTHWEST CORNER.  HERE TURN SOUTH AND
 QN0375'GO 1.0 MILE TO ROAD TO RIGHT, TURN RIGHT AND GO 0.3 MILE TO
 QN0375'MR. BALUTIS HOUSE AND STATION.
 QN0375'
 QN0375'REFERENCE MARK NO. 1 IS WEST-NORTHWEST OF THE STATION NEAR THE
 QN0375'NORTH END OF A ROCK WALL, 30 FEET SOUTH OF GARDEN PLOT, AND
 QN0375'PROJECTS 12 INCHES.
 QN0375'
 QN0375'REFERENCE MARK NO. 2 IS NORTH OF THE STATION ON THE NORTH END
 QN0375'OF A CLEARED FIELD, AND PROJECTS 11 INCHES.
 QN0375'
 QN0375'AZIMUTH MARK IS SOUTH OF THE STATION IN FENCE
 QN0375'LINE ON THE NORTH EDGE OF THE RIGHT-OF-WAY OF EAST-WEST ROAD,
 QN0375'12 FEET NORTH OF THE CENTER OF THE ROAD, AND PROJECTS 10 INCHES.
 QN0375'TO REACH FROM STATION GO EAST AND NORTH FOR 1.3 MILES TO U.S.
 QN0375'HIGHWAY 8.  GO EAST ON U.S. 8 FOR 1.0 MILE TO SIDE ROAD LEADING
 QN0375'SOUTH.  GO SOUTH ON THIS FOR 2.1 MILES TO SCHOOLHOUSE.  HERE
 QN0375'TURN AND GO WEST FOR 0.4 MILE TO THE MARK ON THE NORTH EDGE OF
 QN0375'THE RIGHT-OF-WAY.
 QN0375'
 QN0375'IMPOSSIBLE TO GET THE HEIGHTS OF THE TOWERS BECAUSE OF HEAVY
 QN0375'RAIN.
 QN0375
 QN0375                          STATION RECOVERY (1972)
 QN0375
 QN0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RLP)
 QN0375'THIS MARK WAS NOT FOUND IN 30 MINUTES OF PROBING AND DIGGING.
 QN0375'HOUSE REMAINING, NOW ABANDONED, IS APPARENTLY SAME ONE IN
 QN0375'DESCRIPTION.  OAK TREE MENTIONED IS GONE.  NONE OF REFERENCE
 QN0375'MARKS FOUND.  GROUND HAS BEEN CULTIVATED IN PAST AND THESE
 QN0375'ARE PROBABLY DESTROYED.
 QN0375
 QN0375                          STATION RECOVERY (1974)
 QN0375
 QN0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QN0375'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 QN0375'THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK WAS SALVAGED.
 QN0375'THE DISTANCE TO THE REFERENCE MARKS CHECKED.  THE DIRECTION
 QN0375'BETWEEN THE REFERENCE MARKS FAILED TO CHECK BY 11 MINUTE AND 38
 QN0375'SECONDS.  NOTHING VISIBLE FROM WHICH A NEW AZIMUTH MARK COULD
 QN0375'BE SET.  A NEW DESCRIPTION FOLLOWS--
 QN0375'
 QN0375'THE STATION IS 69 FEET EAST OF A 24 INCH OAK TREE, 32 FEET NORTH
 QN0375'OF THE NORTHEAST CORNER OF OLD HOUSE, 39 FEET NORTHWEST OF
 QN0375'A QUAD TRUNK TREE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 QN0375'MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS STAMPED
 QN0375'BALUTIS 1934.
 QN0375'
 QN0375'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8
 QN0375'AND COUNTY HIGHWAY F AT WEYERHAUSER, GO WEST ON HIGHWAY 8 FOR
 QN0375'2.55 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRAVELED
 QN0375'ROAD FOR 1.0 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 QN0375'GRAVELED ROAD FOR 0.3 MILE TO THE TOP OF GRADE AND THE STATION
 QN0375'ON THE RIGHT AT REAR OF OLD HOUSE.
 QN0375'
 QN0375'REFERENCE MARK 1 IS 87 FEET SOUTHWEST OF THE NORTHWEST CORNER
 QN0375'OF THE HOUSE, 77 FEET WEST OF A 30 INCH OAK TREE AND 54 FEET
 QN0375'SOUTHWEST OF THE 24 INCH OAK TREE.  THE MONUMENT PROJECTS 8 INCHES
 QN0375'AND THE DISK IS STAMPED BALUTIS NO 1 1934.
 QN0375'
 QN0375'REFERENCE MARK 2 IS 138 FEET NORTHWEST OF THE QUAD TRUNK TREE,
 QN0375'120 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 106
 QN0375'FEET NORTHEAST OF THE 24 INCH OAK TREE AND 1 FOOT SOUTH OF
 QN0375'A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 QN0375'DISK IS STAMPED BALUTIS NO 2 1934.
 QN0375'
 QN0375'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QN0375'
 QN0375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 QN0375'MILES SOUTHWEST OF WEYERHAUSER.
 QN0375
 QN0375                          STATION RECOVERY (1980)
 QN0375
 QN0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QN0375'6.2 KM SW FROM WEYERHAUSER.
 QN0375'4.1 KM (2.55 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF COUNTY
 QN0375'ROAD F IN WEYERHAUSER, THENCE 1.6 KM (1.0 MI) SOUTH ALONG A GRAVEL
 QN0375'ROAD, THENCE 0.5 KM (0.3 MI) WEST ALONG A GRAVEL ROAD, AT A FARM
 QN0375'HOUSE, ON THE HIGHPOINT OF THE YARD, 9.7 M (32.0 FT) NORTH OF THE
 QN0375'NORTHEAST CORNER OF THE HOUSE, 5.8 M (19.0 FT) EAST OF AN OAK TREE,
 QN0375'37.2 M (122 FT) EAST-SOUTHEAST OF BALUTIS RM 1, 30.5 M (100 FT) SOUTH
 QN0375'OF BALUTIS RM 2.
 QN0375'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QN0375
 QN0375                          STATION RECOVERY (2001)
 QN0375
 QN0375'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (LA)
 QN0375'FOUND ABOUT 8 INCHES BELOW GRADE. NATURAL VEGETATION IN THE VICINITY
 QN0375'AND ROOTS WERE IN THE WAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0377 ***********************************************************************
 QN0377  DESIGNATION -  BALUTIS RM 1
 QN0377  PID         -  QN0377
 QN0377  STATE/COUNTY-  WI/RUSK
 QN0377  COUNTRY     -  US
 QN0377  USGS QUAD   -  WEYERHAEUSER (2018)
 QN0377
 QN0377                         *CURRENT SURVEY CONTROL
 QN0377  ______________________________________________________________________
 QN0377* NAD 83(1986) POSITION- 45 23 32.96   (N) 091 28 00.17   (W)   HD_HELD1
 QN0377* NAVD 88 ORTHO HEIGHT -   427.461 (meters)     1402.43  (feet) ADJUSTED
 QN0377  ______________________________________________________________________
 QN0377  GEOID HEIGHT    -        -30.262 (meters)                     GEOID18
 QN0377  DYNAMIC HEIGHT  -        427.438 (meters)     1402.35  (feet) COMP
 QN0377  MODELED GRAVITY -    980,549.0   (mgal)                       NAVD 88
 QN0377
 QN0377  VERT ORDER      -  FIRST     CLASS II
 QN0377
 QN0377.The horizontal coordinates were determined by differentially corrected
 QN0377.hand held GPS observations or other comparable positioning techniques
 QN0377.and have an estimated accuracy of +/- 3 meters.
 QN0377
 QN0377.The orthometric height was determined by differential leveling and
 QN0377.adjusted by the NATIONAL GEODETIC SURVEY
 QN0377.in June 1991.
 QN0377
 QN0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0377.GEOID18 height accuracy estimate available here.
 QN0377
 QN0377.Click photographs - Photos may exist for this station.
 QN0377
 QN0377.The dynamic height is computed by dividing the NAVD 88
 QN0377.geopotential number by the normal gravity value computed on the
 QN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0377.degrees latitude (g = 980.6199 gals.).
 QN0377
 QN0377.The modeled gravity was interpolated from observed gravity values.
 QN0377
 QN0377;                    North         East    Units  Estimated Accuracy
 QN0377;SPC WI C     -   174,294.0     485,154.9     MT  (+/- 3 meters HH1 GPS) 
 QN0377
 QN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2001827695(NAD 83)
 QN0377
 QN0377                          SUPERSEDED SURVEY CONTROL
 QN0377
 QN0377.No superseded survey control is available for this station.
 QN0377
 QN0377_MARKER: DR = REFERENCE MARK DISK
 QN0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0377_STAMPING: BALUTIS NO 1 1934
 QN0377_MARK LOGO: CGS
 QN0377_PROJECTION: PROJECTING 30 CENTIMETERS
 QN0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0377+STABILITY: SURFACE MOTION
 QN0377
 QN0377  HISTORY     - Date     Condition        Report By
 QN0377  HISTORY     - 1934     MONUMENTED       CGS
 QN0377  HISTORY     - 1980     GOOD             NGS
 QN0377
 QN0377                          STATION DESCRIPTION
 QN0377
 QN0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0377'6.2 KM SW FROM WEYERHAUSER.
 QN0377'4.1 KM (2.55 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF COUNTY
 QN0377'ROAD F IN WEYERHAUSER, THENCE 1.6 KM (1.0 MI) SOUTH ALONG A GRAVEL
 QN0377'ROAD, THENCE 0.5 KM (0.3 MI) WEST ALONG A GRAVEL ROAD, AT A FARM
 QN0377'HOUSE, AT THE NORTH END OF A ROCK WALL, 37.2 M (122 FT) WEST-NORTHWEST
 QN0377'OF TRIANGULATION STATION BALUTIS, 45.7 M (150 FT) SOUTHWEST OF BALUTIS
 QN0377'RM 2.
 QN0377'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0376 ***********************************************************************
 QN0376  DESIGNATION -  BALUTIS RM 2
 QN0376  PID         -  QN0376
 QN0376  STATE/COUNTY-  WI/RUSK
 QN0376  COUNTRY     -  US
 QN0376  USGS QUAD   -  WEYERHAEUSER (2018)
 QN0376
 QN0376                         *CURRENT SURVEY CONTROL
 QN0376  ______________________________________________________________________
 QN0376* NAD 83(1986) POSITION- 45 23 34.15   (N) 091 27 58.97   (W)   HD_HELD1
 QN0376* NAVD 88 ORTHO HEIGHT -   428.284 (meters)     1405.13  (feet) ADJUSTED
 QN0376  ______________________________________________________________________
 QN0376  GEOID HEIGHT    -        -30.262 (meters)                     GEOID18
 QN0376  DYNAMIC HEIGHT  -        428.261 (meters)     1405.05  (feet) COMP
 QN0376  MODELED GRAVITY -    980,549.0   (mgal)                       NAVD 88
 QN0376
 QN0376  VERT ORDER      -  FIRST     CLASS II
 QN0376
 QN0376.The horizontal coordinates were determined by differentially corrected
 QN0376.hand held GPS observations or other comparable positioning techniques
 QN0376.and have an estimated accuracy of +/- 3 meters.
 QN0376
 QN0376.The orthometric height was determined by differential leveling and
 QN0376.adjusted by the NATIONAL GEODETIC SURVEY
 QN0376.in June 1991.
 QN0376
 QN0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0376.GEOID18 height accuracy estimate available here.
 QN0376
 QN0376.Click photographs - Photos may exist for this station.
 QN0376
 QN0376.The dynamic height is computed by dividing the NAVD 88
 QN0376.geopotential number by the normal gravity value computed on the
 QN0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0376.degrees latitude (g = 980.6199 gals.).
 QN0376
 QN0376.The modeled gravity was interpolated from observed gravity values.
 QN0376
 QN0376;                    North         East    Units  Estimated Accuracy
 QN0376;SPC WI C     -   174,330.2     485,181.7     MT  (+/- 3 meters HH1 GPS) 
 QN0376
 QN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2004327733(NAD 83)
 QN0376
 QN0376                          SUPERSEDED SURVEY CONTROL
 QN0376
 QN0376.No superseded survey control is available for this station.
 QN0376
 QN0376_MARKER: DR = REFERENCE MARK DISK
 QN0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0376_STAMPING: BALUTIS NO 2 1934
 QN0376_MARK LOGO: CGS
 QN0376_PROJECTION: RECESSED 30 CENTIMETERS
 QN0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0376+STABILITY: SURFACE MOTION
 QN0376
 QN0376  HISTORY     - Date     Condition        Report By
 QN0376  HISTORY     - 1934     MONUMENTED       CGS
 QN0376  HISTORY     - 1980     GOOD             NGS
 QN0376
 QN0376                          STATION DESCRIPTION
 QN0376
 QN0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0376'6.2 KM SW FROM WEYERHAUSER.
 QN0376'4.1 KM (2.55 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF COUNTY
 QN0376'ROAD F IN WEYERHAUSER, THENCE 1.6 KM (1.0 MI) SOUTH ALONG A GRAVEL
 QN0376'ROAD, THENCE 0.5 KM (0.3 MI) WEST ALONG A GRAVEL ROAD, AT A FARM
 QN0376'HOUSE, 30.5 M (100 FT) NORTH OF TRIANGULATION STATION BALUTIS, 45.7 M
 QN0376'(150 FT) NORTHEAST OF BALUTIS RM 1.
 QN0376'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4199 ***********************************************************************
 DL4199  DESIGNATION -  BAMMERT
 DL4199  PID         -  DL4199
 DL4199  STATE/COUNTY-  WI/DUNN
 DL4199  COUNTRY     -  US
 DL4199  USGS QUAD   -  DURAND NORTH (2018)
 DL4199
 DL4199                         *CURRENT SURVEY CONTROL
 DL4199  ______________________________________________________________________
 DL4199* NAD 83(2011) POSITION- 44 42 19.91482(N) 091 56 24.51611(W)   ADJUSTED
 DL4199* NAD 83(2011) ELLIP HT-   223.337 (meters)        (04/15/13)   ADJUSTED
 DL4199* NAD 83(2011) EPOCH   -  2010.00
 DL4199* NAVD 88 ORTHO HEIGHT -   253.876 (meters)      832.92  (feet) ADJUSTED
 DL4199  ______________________________________________________________________
 DL4199  GEOID HEIGHT    -        -30.539 (meters)                     GEOID18
 DL4199  NAD 83(2011) X  -   -153,731.680 (meters)                     COMP
 DL4199  NAD 83(2011) Y  - -4,538,226.281 (meters)                     COMP
 DL4199  NAD 83(2011) Z  -  4,464,306.856 (meters)                     COMP
 DL4199  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 DL4199  DYNAMIC HEIGHT  -        253.851 (meters)      832.84  (feet) COMP
 DL4199  MODELED GRAVITY -    980,511.8   (mgal)                       NAVD 88
 DL4199
 DL4199  VERT ORDER      -  SECOND    CLASS I
 DL4199
 DL4199  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4199  Standards:
 DL4199         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4199            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4199  -------------------------------------------------------------------
 DL4199  NETWORK    0.58   1.02           0.27   0.19   0.52      0.04319349
 DL4199  -------------------------------------------------------------------
 DL4199  Click here for local accuracies and other accuracy information.
 DL4199
 DL4199.The horizontal coordinates were established by GPS observations
 DL4199.and adjusted by the National Geodetic Survey in April 2013.
 DL4199
 DL4199.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4199.been affixed to the stable North American tectonic plate. See 
 DL4199.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4199
 DL4199.The horizontal coordinates are valid at the epoch date displayed above
 DL4199.which is a decimal equivalence of Year/Month/Day.
 DL4199
 DL4199.The orthometric height was determined by differential leveling and
 DL4199.adjusted by the WI DEPT OF TRANSP
 DL4199.in May 2012.
 DL4199
 DL4199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4199.GEOID18 height accuracy estimate available here.
 DL4199
 DL4199.Click photographs - Photos may exist for this station.
 DL4199
 DL4199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4199
 DL4199.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4199
 DL4199.The ellipsoidal height was determined by GPS observations
 DL4199.and is referenced to NAD 83.
 DL4199
 DL4199.The dynamic height is computed by dividing the NAVD 88
 DL4199.geopotential number by the normal gravity value computed on the
 DL4199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4199.degrees latitude (g = 980.6199 gals.).
 DL4199
 DL4199.The modeled gravity was interpolated from observed gravity values.
 DL4199
 DL4199. The following values were computed from the NAD 83(2011) position.
 DL4199
 DL4199;                    North         East     Units Scale Factor Converg.
 DL4199;SPC WI C     -    98,753.689   446,267.378   MT  0.99994512   -1 22 08.1
 DL4199;SPC WI C     -   323,994.39  1,464,128.89   sFT  0.99994512   -1 22 08.1
 DL4199;UTM  15      - 4,950,785.874   583,959.730   MT  0.99968668   +0 44 44.2
 DL4199
 DL4199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4199!SPC WI C     -   0.99996498  x   0.99994512  =   0.99991011
 DL4199!UTM  15      -   0.99996498  x   0.99968668  =   0.99965167
 DL4199
 DL4199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8395950785(NAD 83)
 DL4199
 DL4199                          SUPERSEDED SURVEY CONTROL
 DL4199
 DL4199  NAD 83(2007)-  44 42 19.91483(N)    091 56 24.51685(W) AD(2002.00) 1
 DL4199  ELLIP H (04/06/12)  223.366  (m)                       GP(2002.00) 1 1
 DL4199  NAVD 88             253.88   (m)          832.9    (f) LEVELING    3  
 DL4199
 DL4199.Superseded values are not recommended for survey control.
 DL4199
 DL4199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4199.See file dsdata.pdf to determine how the superseded data were derived.
 DL4199
 DL4199_MARKER: DD = SURVEY DISK
 DL4199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4199_STAMPING: 26.13.27 1992 BAMMERT
 DL4199_MARK LOGO: WI-033
 DL4199_PROJECTION: FLUSH
 DL4199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4199+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 DL4199
 DL4199  HISTORY     - Date     Condition        Report By
 DL4199  HISTORY     - 2004     MONUMENTED       WIDT
 DL4199  HISTORY     - 20070827 GOOD             WIDT
 DL4199
 DL4199                          STATION DESCRIPTION
 DL4199
 DL4199'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4199'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-SOUTHWEST OF
 DL4199'MERIDEAN, 6.7 MI (10.8 KM) NORTHEAST OF ARKANSAW AND 5.6 MI (9.0 KM)
 DL4199'NORTH-NORTHEAST OF DURAND.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4199'
 DL4199'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DL4199'HIGHWAY Y TO THE WEST AND 70TH AVENUE TO THE EAST ABOUT 5 MI (8.0 KM)
 DL4199'NORTH OF THE CITY OF DURAND, GO EAST ON 70TH AVENUE FOR 0.4 MI (0.6
 DL4199'KM) TO THE STATION ON THE RIGHT.
 DL4199'
 DL4199'THE STATION IS A BRONZE DUNN COUNTY GEODETIC CONTROL STATION DISK SET
 DL4199'IN THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST ABOUT LEVEL
 DL4199'WITH THE ROAD PAVEMENT, 5.8 M (19.0 FT) SOUTH OF THE CENTERLINE OF
 DL4199'70TH AVENUE, 1.0 M (3.3 FT) EAST AND WEST OF AN ORANGE 4X4 PLASTIC
 DL4199'WITNESS POST AND 0.5 NORTH OF A BARBED WIRE FENCE.
 DL4199'
 DL4199'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4199'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1169 ***********************************************************************
 ON1169  DESIGNATION -  BANGOR
 ON1169  PID         -  ON1169
 ON1169  STATE/COUNTY-  WI/LA CROSSE
 ON1169  COUNTRY     -  US
 ON1169  USGS QUAD   -  BANGOR (2018)
 ON1169
 ON1169                         *CURRENT SURVEY CONTROL
 ON1169  ______________________________________________________________________
 ON1169* NAD 83(1996) POSITION- 43 53 28.68080(N) 090 59 52.13134(W)   ADJUSTED
 ON1169* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 ON1169  ______________________________________________________________________
 ON1169  GEOID HEIGHT    -        -32.549 (meters)                     GEOID18
 ON1169  LAPLACE CORR    -         -6.51  (seconds)                    DEFLEC18
 ON1169  HORZ ORDER      -  FIRST
 ON1169
 ON1169.The horizontal coordinates were established by classical geodetic methods
 ON1169.and adjusted by the National Geodetic Survey in March 1999.
 ON1169
 ON1169.The orthometric height was scaled from a topographic map.
 ON1169
 ON1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1169.GEOID18 height accuracy estimate available here.
 ON1169
 ON1169.Click photographs - Photos may exist for this station.
 ON1169
 ON1169.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1169
 ON1169. The following values were computed from the NAD 83(1996) position.
 ON1169
 ON1169;                    North         East     Units Scale Factor Converg.
 ON1169;SPC WI S     -   210,589.270   519,827.540   MT  0.99996909   -0 41 08.2
 ON1169;SPC WI S     -   690,908.30  1,705,467.52   sFT  0.99996909   -0 41 08.2
 ON1169;UTM  15      - 4,861,748.375   660,817.559   MT  0.99991810   +1 23 18.2
 ON1169
 ON1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1169!SPC WI S     -   0.99996826  x   0.99996909  =   0.99993735
 ON1169!UTM  15      -   0.99996826  x   0.99991810  =   0.99988636
 ON1169
 ON1169:                Primary Azimuth Mark                     Grid Az
 ON1169:SPC WI S     -  BANNER                                   087 43 01.7
 ON1169:UTM  15      -  BANNER                                   085 38 35.3
 ON1169
 ON1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6081761748(NAD 83)
 ON1169
 ON1169|---------------------------------------------------------------------|
 ON1169| PID    Reference Object                     Distance      Geod. Az  |
 ON1169|                                                           dddmmss.s |
 ON1169| ON1170 BANNER                              APPROX. 2.6 KM 0870153.5 |
 ON1169|---------------------------------------------------------------------|
 ON1169
 ON1169                          SUPERSEDED SURVEY CONTROL
 ON1169
 ON1169  NAD 83(1991)-  43 53 28.67879(N)    090 59 52.13122(W) AD(       ) 1
 ON1169  NAD 83(1986)-  43 53 28.67738(N)    090 59 52.13688(W) AD(       ) 1
 ON1169  NAD 27      -  43 53 28.79600(N)    090 59 51.64900(W) AD(       ) 1
 ON1169
 ON1169.Superseded values are not recommended for survey control.
 ON1169
 ON1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1169.See file dsdata.pdf to determine how the superseded data were derived.
 ON1169
 ON1169_MARKER: DS = TRIANGULATION STATION DISK
 ON1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1169_STAMPING: BANGOR 1926
 ON1169_MARK LOGO: CGS
 ON1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1169+STABILITY: SURFACE MOTION
 ON1169
 ON1169  HISTORY     - Date     Condition        Report By
 ON1169  HISTORY     - 1926     MONUMENTED       CGS
 ON1169  HISTORY     - 1930     GOOD             CGS
 ON1169
 ON1169                          STATION DESCRIPTION
 ON1169
 ON1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 ON1169'STATION IS APPROXIMATELY 0.43 MILE W OF THE DEPOT AT BANGOR,
 ON1169'ON FIRST CURVE W OF VILLAGE, ON TANGENT OF S RAIL OF S TRACK
 ON1169'FROM THE W AND OFFSET 8.12 METERS FROM N RAIL OF N TRACK FROM
 ON1169'THE E.
 ON1169'
 ON1169'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 ON1169'IN CONCRETE.
 ON1169
 ON1169                          STATION RECOVERY (1930)
 ON1169
 ON1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 ON1169'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 ON1169'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1166 ***********************************************************************
 ON1166  DESIGNATION -  BANGOR AIRWAY BEACON
 ON1166  PID         -  ON1166
 ON1166  STATE/COUNTY-  WI/LA CROSSE
 ON1166  COUNTRY     -  US
 ON1166  USGS QUAD   -  BANGOR (2018)
 ON1166
 ON1166                         *CURRENT SURVEY CONTROL
 ON1166  ______________________________________________________________________
 ON1166* NAD 83(1996) POSITION- 43 54 10.16955(N) 090 59 24.35093(W)   ADJUSTED
 ON1166  ______________________________________________________________________
 ON1166  GEOID HEIGHT    -        -32.573 (meters)                     GEOID18
 ON1166  LAPLACE CORR    -         -6.45  (seconds)                    DEFLEC18
 ON1166  HORZ ORDER      -  THIRD
 ON1166
 ON1166.The horizontal coordinates were established by classical geodetic methods
 ON1166.and adjusted by the National Geodetic Survey in March 1999.
 ON1166
 ON1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1166.GEOID18 height accuracy estimate available here.
 ON1166
 ON1166.Click photographs - Photos may exist for this station.
 ON1166
 ON1166.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1166
 ON1166. The following values were computed from the NAD 83(1996) position.
 ON1166
 ON1166;                    North         East     Units Scale Factor Converg.
 ON1166;SPC WI S     -   211,862.258   520,462.742   MT  0.99997084   -0 40 49.1
 ON1166;SPC WI S     -   695,084.76  1,707,551.51   sFT  0.99997084   -0 40 49.1
 ON1166;UTM  15      - 4,863,043.453   661,406.242   MT  0.99992043   +1 23 38.5
 ON1166
 ON1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6140663043(NAD 83)
 ON1166
 ON1166                          SUPERSEDED SURVEY CONTROL
 ON1166
 ON1166  NAD 83(1991)-  43 54 10.16901(N)    090 59 24.35191(W) AD(       ) 3
 ON1166  NAD 83(1986)-  43 54 10.16440(N)    090 59 24.35620(W) AD(       ) 3
 ON1166  NAD 27      -  43 54 10.29000(N)    090 59 23.88000(W) AD(       ) 3
 ON1166
 ON1166.Superseded values are not recommended for survey control.
 ON1166
 ON1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1166.See file dsdata.pdf to determine how the superseded data were derived.
 ON1166
 ON1166_MARKER: 22 = AIRWAY BEACON
 ON1166
 ON1166  HISTORY     - Date     Condition        Report By
 ON1166  HISTORY     - 1930     FIRST OBSERVED   CGS
 ON1166
 ON1166                          STATION DESCRIPTION
 ON1166
 ON1166'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5380 ***********************************************************************
 DH5380  DESIGNATION -  BANGOR NORTH GPS
 DH5380  PID         -  DH5380
 DH5380  STATE/COUNTY-  WI/LA CROSSE
 DH5380  COUNTRY     -  US
 DH5380  USGS QUAD   -  BANGOR (2018)
 DH5380
 DH5380                         *CURRENT SURVEY CONTROL
 DH5380  ______________________________________________________________________
 DH5380* NAD 83(2011) POSITION- 43 53 16.06689(N) 090 58 24.43069(W)   ADJUSTED
 DH5380* NAD 83(2011) ELLIP HT-   208.196 (meters)        (06/27/12)   ADJUSTED
 DH5380* NAD 83(2011) EPOCH   -  2010.00
 DH5380* NAVD 88 ORTHO HEIGHT -   240.804 (meters)      790.04  (feet) ADJUSTED
 DH5380  ______________________________________________________________________
 DH5380  GEOID HEIGHT    -        -32.612 (meters)                     GEOID18
 DH5380  NAD 83(2011) X  -    -78,222.733 (meters)                     COMP
 DH5380  NAD 83(2011) Y  - -4,603,613.457 (meters)                     COMP
 DH5380  NAD 83(2011) Z  -  4,399,259.406 (meters)                     COMP
 DH5380  LAPLACE CORR    -         -6.82  (seconds)                    DEFLEC18
 DH5380  DYNAMIC HEIGHT  -        240.759 (meters)      789.89  (feet) COMP
 DH5380  MODELED GRAVITY -    980,426.1   (mgal)                       NAVD 88
 DH5380
 DH5380  VERT ORDER      -  SECOND    CLASS I
 DH5380
 DH5380  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5380  Standards:
 DH5380         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5380            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5380  -------------------------------------------------------------------
 DH5380  NETWORK    0.25   0.33           0.11   0.09   0.17      0.12967513
 DH5380  -------------------------------------------------------------------
 DH5380  Click here for local accuracies and other accuracy information.
 DH5380
 DH5380.The horizontal coordinates were established by GPS observations
 DH5380.and adjusted by the National Geodetic Survey in June 2012.
 DH5380
 DH5380.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5380.been affixed to the stable North American tectonic plate. See 
 DH5380.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5380
 DH5380.The horizontal coordinates are valid at the epoch date displayed above
 DH5380.which is a decimal equivalence of Year/Month/Day.
 DH5380
 DH5380.The orthometric height was determined by differential leveling and
 DH5380.adjusted by the WI DEPT OF TRANSP
 DH5380.in May 2012.
 DH5380
 DH5380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5380.GEOID18 height accuracy estimate available here.
 DH5380
 DH5380.Click photographs - Photos may exist for this station.
 DH5380
 DH5380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5380
 DH5380.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5380
 DH5380.The ellipsoidal height was determined by GPS observations
 DH5380.and is referenced to NAD 83.
 DH5380
 DH5380.The dynamic height is computed by dividing the NAVD 88
 DH5380.geopotential number by the normal gravity value computed on the
 DH5380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5380.degrees latitude (g = 980.6199 gals.).
 DH5380
 DH5380.The modeled gravity was interpolated from observed gravity values.
 DH5380
 DH5380. The following values were computed from the NAD 83(2011) position.
 DH5380
 DH5380;                    North         East     Units Scale Factor Converg.
 DH5380;SPC WI S     -   210,176.858   521,780.288   MT  0.99996857   -0 40 07.9
 DH5380;SPC WI S     -   689,555.24  1,711,874.16   sFT  0.99996857   -0 40 07.9
 DH5380;UTM  15      - 4,861,406.920   662,783.862   MT  0.99992593   +1 24 18.7
 DH5380
 DH5380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5380!SPC WI S     -   0.99996735  x   0.99996857  =   0.99993593
 DH5380!UTM  15      -   0.99996735  x   0.99992593  =   0.99989329
 DH5380
 DH5380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6278361406(NAD 83)
 DH5380
 DH5380                          SUPERSEDED SURVEY CONTROL
 DH5380
 DH5380  NAD 83(2007)-  43 53 16.06689(N)    090 58 24.43149(W) AD(2002.00) 0
 DH5380  ELLIP H (02/10/07)  208.230  (m)                       GP(2002.00)    
 DH5380  NAD 83(1997)-  43 53 16.06684(N)    090 58 24.43197(W) AD(       ) 1
 DH5380  ELLIP H (08/01/05)  208.222  (m)                       GP(       ) 2 1
 DH5380  NAVD 88             240.80   (m)          790.0    (f) LEVELING    3  
 DH5380  NAVD 88 (04/20/07)  240.795  (m)          790.01   (f) SUPERSEDED  2 1
 DH5380
 DH5380.Superseded values are not recommended for survey control.
 DH5380
 DH5380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5380.See file dsdata.pdf to determine how the superseded data were derived.
 DH5380
 DH5380_MARKER: DD = SURVEY DISK
 DH5380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5380_STAMPING: BANGOR NORTH GPS 1993
 DH5380_MARK LOGO: WI-063
 DH5380_PROJECTION: RECESSED 4 CENTIMETERS
 DH5380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH5380+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DH5380
 DH5380  HISTORY     - Date     Condition        Report By
 DH5380  HISTORY     - 1993     MONUMENTED       WI-063
 DH5380  HISTORY     - 20030226 GOOD             WIDT
 DH5380  HISTORY     - 20051228 GOOD             WIDT
 DH5380  HISTORY     - 20061011 GOOD             WIDT
 DH5380  HISTORY     - 20100823 GOOD             WIDT
 DH5380
 DH5380                          STATION DESCRIPTION
 DH5380
 DH5380'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5380'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5380'STATION FROM THE  JUNCTION OF STATE HIGHWAY 162 WITH INTERSTATE
 DH5380'HIGHWAY 90 ABOUT 0.6 MI SOUTHWEST OF THE  VILLAGE OF BANGOR, GO EAST
 DH5380'ON INTERSTATE HIGHWAY 90 FOR 1 MI TO COUNTY HIGHWAY B OVER  PASS,
 DH5380'CONTINUE EAST ON INTERSTATE HIGHWAY 90 FOR 0.35 MI TO THE STATION ON
 DH5380'THE RIGHT.   THE STATION IS A BRONZE LA CROSSE COUNTY GEODETIC CONTROL
 DH5380'MARK DISK SET IN THE TOP OF A  40-CM DIAMETER CONCRETE POST ABOUT 2.5
 DH5380'M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS  18.0 M SOUTH OF THE
 DH5380'EDGE OF THE PAVEMENT OF THE INTERSTATE HIGHWAY 90 EASTBOUND LANES,
 DH5380'1.6 M NORTH OF A RIGHT OF WAY FENCE AND 0.3 EAST OF A GREEN METAL
 DH5380'WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5380'EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5380
 DH5380                          STATION RECOVERY (2005)
 DH5380
 DH5380'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5380'RECOVERED AS DESCRIBED.
 DH5380
 DH5380                          STATION RECOVERY (2006)
 DH5380
 DH5380'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH5380'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 1.0 M (3.3 FT)
 DH5380'SOUTH, NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5380
 DH5380                          STATION RECOVERY (2010)
 DH5380
 DH5380'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5380'RECOVERED IN GOOD CONDITION.  NOTE1---THE MONUMENT PROJECTS 13 CM
 DH5380'ABOVE GROUND LEVEL.  NOTE2---VISIBLE OBSTRUCTIONS AT THIS STATION ARE
 DH5380'SMALL TREES 3 M TO THE SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5437 ***********************************************************************
 DH5437  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5437  DESIGNATION -  BANGOR NORTHEAST GPS
 DH5437  PID         -  DH5437
 DH5437  STATE/COUNTY-  WI/LA CROSSE
 DH5437  COUNTRY     -  US
 DH5437  USGS QUAD   -  BANGOR (2018)
 DH5437
 DH5437                         *CURRENT SURVEY CONTROL
 DH5437  ______________________________________________________________________
 DH5437* NAD 83(2011) POSITION- 43 53 05.97112(N) 090 54 36.93774(W)   ADJUSTED
 DH5437* NAD 83(2011) ELLIP HT-   208.473 (meters)        (06/27/12)   ADJUSTED
 DH5437* NAD 83(2011) EPOCH   -  2010.00
 DH5437* NAVD 88 ORTHO HEIGHT -   241.26  (meters)      791.5   (feet) GPS OBS
 DH5437  ______________________________________________________________________
 DH5437  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5437  GEOID HEIGHT    -        -32.789 (meters)                     GEOID12A
 DH5437  GEOID HEIGHT    -        -32.791 (meters)                     GEOID18
 DH5437  NAD 83(2011) X  -    -73,148.718 (meters)                     COMP
 DH5437  NAD 83(2011) Y  - -4,603,913.117 (meters)                     COMP
 DH5437  NAD 83(2011) Z  -  4,399,035.020 (meters)                     COMP
 DH5437  LAPLACE CORR    -         -7.52  (seconds)                    DEFLEC18
 DH5437
 DH5437  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5437  Standards:
 DH5437         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5437            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5437  -------------------------------------------------------------------
 DH5437  NETWORK    0.61   1.06           0.28   0.21   0.54      0.02441535
 DH5437  -------------------------------------------------------------------
 DH5437  Click here for local accuracies and other accuracy information.
 DH5437
 DH5437.The horizontal coordinates were established by GPS observations
 DH5437.and adjusted by the National Geodetic Survey in June 2012.
 DH5437
 DH5437.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5437.been affixed to the stable North American tectonic plate. See 
 DH5437.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5437
 DH5437.The horizontal coordinates are valid at the epoch date displayed above
 DH5437.which is a decimal equivalence of Year/Month/Day.
 DH5437
 DH5437.The orthometric height was determined by GPS observations and a
 DH5437.high-resolution geoid model using precise GPS observation and
 DH5437.processing techniques.
 DH5437
 DH5437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5437.GEOID18 height accuracy estimate available here.
 DH5437
 DH5437.Click photographs - Photos may exist for this station.
 DH5437
 DH5437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5437
 DH5437.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5437
 DH5437.The ellipsoidal height was determined by GPS observations
 DH5437.and is referenced to NAD 83.
 DH5437
 DH5437. The following values were computed from the NAD 83(2011) position.
 DH5437
 DH5437;                    North         East     Units Scale Factor Converg.
 DH5437;SPC WI S     -   209,807.939   526,854.374   MT  0.99996816   -0 37 31.6
 DH5437;SPC WI S     -   688,344.88  1,728,521.39   sFT  0.99996816   -0 37 31.6
 DH5437;UTM  15      - 4,861,221.903   667,867.812   MT  0.99994660   +1 26 56.3
 DH5437
 DH5437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5437!SPC WI S     -   0.99996731  x   0.99996816  =   0.99993547
 DH5437!UTM  15      -   0.99996731  x   0.99994660  =   0.99991391
 DH5437
 DH5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6786761221(NAD 83)
 DH5437
 DH5437                          SUPERSEDED SURVEY CONTROL
 DH5437
 DH5437  NAD 83(2007)-  43 53 05.97113(N)    090 54 36.93853(W) AD(2002.00) 0
 DH5437  ELLIP H (02/10/07)  208.505  (m)                       GP(2002.00)    
 DH5437  NAD 83(1997)-  43 53 05.97108(N)    090 54 36.93901(W) AD(       ) 1
 DH5437  ELLIP H (08/01/05)  208.497  (m)                       GP(       ) 2 1
 DH5437  NAVD 88 (07/26/07)  241.29   (m)  GEOID03  model used  GPS OBS        
 DH5437
 DH5437.Superseded values are not recommended for survey control.
 DH5437
 DH5437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5437.See file dsdata.pdf to determine how the superseded data were derived.
 DH5437
 DH5437_MARKER: DD = SURVEY DISK
 DH5437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5437_STAMPING: BANGOR NORTHEAST GPS 1993
 DH5437_MARK LOGO: WI-063
 DH5437_PROJECTION: FLUSH
 DH5437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5437+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH5437
 DH5437  HISTORY     - Date     Condition        Report By
 DH5437  HISTORY     - 1993     MONUMENTED       WI-063
 DH5437  HISTORY     - 20030226 GOOD             WIDT
 DH5437  HISTORY     - 20100817 GOOD             WIDT
 DH5437  HISTORY     - 20160627 GOOD             WIDT
 DH5437
 DH5437                          STATION DESCRIPTION
 DH5437
 DH5437'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5437'OWNERSHIP--TOWNSHIP OF BANGOR.  TO REACH THE STATION FROM THE JUNCTION
 DH5437'OF STATE  HIGHWAY 16 WITH COUNTY HIGHWAY J ABOUT 1.2 MI NORTH OF THE
 DH5437'VILLAGE OF ROCKLAND, GO  SOUTH ON COUNTY HIGHWAY J FOR 2.7 MI TO KALE
 DH5437'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON  KATE ROAD FOR 0.5 MI TO
 DH5437'THE STATION ON THE LEFT.  THE STATION IS A BRONZE LA CROSSE  COUNTY
 DH5437'GEODETIC CONTROL MARK DISK SET IN THE TOP OF A 40-CM DIAMETER CONCRETE
 DH5437'POST  ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.0 M NORTH
 DH5437'OF THE CENTERLINE OF  KATE ROAD, 9.0 M WEST OF THE CENTERLINE OF
 DH5437'PRIVATE ENTRANCE --19602--, 1.1 M SOUTHEAST OF  AN ORANGE 4X4 PLASTIC
 DH5437'WITNESS POST, 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST,  AND
 DH5437'0.7 M NORTHEAST OF TELEPHONE PEDESTAL --2900--.  ---NOTE---THIS
 DH5437'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5437'ABOVE THE HORIZON.
 DH5437
 DH5437                          STATION RECOVERY (2010)
 DH5437
 DH5437'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5437'RECOVERED IN GOOD CONDITION.  NOTE---THE MONUMENT PROJECTS 9 CM ABOVE
 DH5437'GROUND LEVEL.
 DH5437
 DH5437                          STATION RECOVERY (2016)
 DH5437
 DH5437'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5437'RECOVERED IN GOOD CONDITION.  NOTE-THE STATION IS 32.0 M (105.0 FT)
 DH5437'WEST OF A POWER POLE AND 28.0 M (91.9 FT) EAST OF A POWER POLE -N38W-.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0027 ***********************************************************************
 PN0027  DESIGNATION -  BANK
 PN0027  PID         -  PN0027
 PN0027  STATE/COUNTY-  WI/BROWN
 PN0027  COUNTRY     -  US
 PN0027  USGS QUAD   -  ONEIDA NORTH (2018)
 PN0027
 PN0027                         *CURRENT SURVEY CONTROL
 PN0027  ______________________________________________________________________
 PN0027* NAD 83(1991) POSITION- 44 34 57.74317(N) 088 07 38.50059(W)   ADJUSTED
 PN0027* NAVD 88 ORTHO HEIGHT -   222.080 (meters)      728.61  (feet) ADJUSTED
 PN0027  ______________________________________________________________________
 PN0027  GEOID HEIGHT    -        -36.249 (meters)                     GEOID18
 PN0027  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 PN0027  DYNAMIC HEIGHT  -        222.054 (meters)      728.52  (feet) COMP
 PN0027  MODELED GRAVITY -    980,494.3   (mgal)                       NAVD 88
 PN0027
 PN0027  HORZ ORDER      -  FIRST
 PN0027  VERT ORDER      -  FIRST     CLASS II
 PN0027
 PN0027.The horizontal coordinates were established by classical geodetic methods
 PN0027.and adjusted by the National Geodetic Survey in November 1991.
 PN0027
 PN0027.The orthometric height was determined by differential leveling and
 PN0027.adjusted by the NATIONAL GEODETIC SURVEY
 PN0027.in June 1991.
 PN0027
 PN0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0027.GEOID18 height accuracy estimate available here.
 PN0027
 PN0027.Click photographs - Photos may exist for this station.
 PN0027
 PN0027.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0027
 PN0027.The dynamic height is computed by dividing the NAVD 88
 PN0027.geopotential number by the normal gravity value computed on the
 PN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0027.degrees latitude (g = 980.6199 gals.).
 PN0027
 PN0027.The modeled gravity was interpolated from observed gravity values.
 PN0027
 PN0027. The following values were computed from the NAD 83(1991) position.
 PN0027
 PN0027;                    North         East     Units Scale Factor Converg.
 PN0027;SPC WI C     -    84,983.482   748,699.384   MT  0.99995375   +1 19 16.6
 PN0027;SPC WI C     -   278,816.64  2,456,357.90   sFT  0.99995375   +1 19 16.6
 PN0027;UTM  16      - 4,937,214.150   410,504.013   MT  0.99969850   -0 47 29.0
 PN0027
 PN0027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0027!SPC WI C     -   0.99997086  x   0.99995375  =   0.99992461
 PN0027!UTM  16      -   0.99997086  x   0.99969850  =   0.99966937
 PN0027
 PN0027:                Primary Azimuth Mark                     Grid Az
 PN0027:SPC WI C     -  ED                                       320 14 04.7
 PN0027:UTM  16      -  ED                                       322 20 50.3
 PN0027
 PN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1050437214(NAD 83)
 PN0027
 PN0027|---------------------------------------------------------------------|
 PN0027| PID    Reference Object                     Distance      Geod. Az  |
 PN0027|                                                           dddmmss.s |
 PN0027| PN0028 CREEK                               359.597 METERS 11025     |
 PN0027| CJ4215 BANK RM                              49.060 METERS 30202     |
 PN0027| PN0026 ED                                  466.109 METERS 3213321.3 |
 PN0027|---------------------------------------------------------------------|
 PN0027
 PN0027                          SUPERSEDED SURVEY CONTROL
 PN0027
 PN0027  NAD 83(1986)-  44 34 57.74461(N)    088 07 38.48606(W) AD(       ) 1
 PN0027  NAD 27      -  44 34 57.77300(N)    088 07 38.08400(W) AD(       ) 1
 PN0027  USSD        -  44 34 57.95600(N)    088 07 37.84100(W) AD(       ) 3
 PN0027  NGVD 29 (??/??/92)  222.113  (m)          728.72   (f) ADJ UNCH    1 2
 PN0027  NGVD 29             222.11   (m)          728.7    (f) LEVELING    3  
 PN0027
 PN0027.Superseded values are not recommended for survey control.
 PN0027
 PN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0027.See file dsdata.pdf to determine how the superseded data were derived.
 PN0027
 PN0027_MARKER: DS = TRIANGULATION STATION DISK
 PN0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0027_STAMPING: BANK 1921
 PN0027_MARK LOGO: CGS
 PN0027_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0027+STABILITY: SURFACE MOTION
 PN0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0027+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0027
 PN0027  HISTORY     - Date     Condition        Report By
 PN0027  HISTORY     - 1921     MONUMENTED       CGS
 PN0027  HISTORY     - 1921     GOOD             CGS
 PN0027  HISTORY     - 1934     GOOD             CGS
 PN0027  HISTORY     - 1974     MARK NOT FOUND   USGS
 PN0027  HISTORY     - 1976     MARK NOT FOUND   ALSTER
 PN0027  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0027  HISTORY     - 19940526 GOOD             WI-009
 PN0027  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0027  HISTORY     - 20050815 GOOD             WIDT
 PN0027
 PN0027                          STATION DESCRIPTION
 PN0027
 PN0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0027'STATION IS ABOUT 3-1/4 MILES NW OF DUCK CREEK RAILROAD STATION ON
 PN0027'W SIDE OF CHICAGO AND NORTHWESTERN RAILWAY, 350 METERS S OF
 PN0027'ROAD CROSSING, 200 METERS N OF WHISTLE BOARD FOR SAID ROAD
 PN0027'CROSSING NEAR CENTER OF LONG CURVE, MIDWAY BETWEEN W BANK OF CUT
 PN0027'AND RAILROAD PROPERTY LINE.  REFERENCE MARK IS ON SAME SIDE OF
 PN0027'TRACK 1/2 METER E OF RAILROAD PROPERTY LINE.
 PN0027'
 PN0027'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PN0027'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0027
 PN0027                          STATION RECOVERY (1921)
 PN0027
 PN0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0027'3.2 MI NW FROM DUCK CREEK.
 PN0027'3-1/4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PN0027'FROM THE STATION AT DUCK CREEK, BROWN COUNTY, 0.2 MILE SOUTH
 PN0027'OF A ROAD CROSSING, 220 YARDS NORTH OF THE WHISTLE POST FOR
 PN0027'THE CROSSING, NEAR THE MIDDLE OF A LONG CURVE, AND MIDWAY
 PN0027'BETWEEN THE WEST EDGE OF A CUT AND THE RIGHT-OF-WAY FENCE.  A
 PN0027'STANDARD DISK, STAMPED BANK 1921 AND SET IN THE TOP OF A CONCRETE
 PN0027'POST.
 PN0027
 PN0027                          STATION RECOVERY (1934)
 PN0027
 PN0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0027'RECOVERED IN GOOD CONDITION.
 PN0027
 PN0027                          STATION RECOVERY (1974)
 PN0027
 PN0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0027'MARK NOT FOUND.
 PN0027
 PN0027                          STATION RECOVERY (1976)
 PN0027
 PN0027'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (KAK)
 PN0027'NOT LOCATED, BUT A POSSIBILITY OF ITS STILL BEING THERE, ALTHOUGH
 PN0027'IT IS HARD TO RECONSTRUCT THE PROBABLE AREA.
 PN0027'
 PN0027'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.25 MILES NW OF DUCK
 PN0027'CREEK.
 PN0027
 PN0027                          STATION RECOVERY (1985)
 PN0027
 PN0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0027'MARK NOT FOUND.
 PN0027
 PN0027                          STATION RECOVERY (1994)
 PN0027
 PN0027'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0027'RECOVERED AS DESCRIBED.  ADDITIONS TO DESCRIPTION.
 PN0027
 PN0027                          STATION RECOVERY (2004)
 PN0027
 PN0027'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0027'MARK NOT FOUND.
 PN0027
 PN0027                          STATION RECOVERY (2005)
 PN0027
 PN0027'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0027'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 63.1 M SOUTHWEST OF
 PN0027'UTILITY POLE --30-AMP--, 50.3 M SOUTHWEST OF UTILITY POLE --7AA3--,
 PN0027'BOTH POWER POLES ARE LOCATED ON SPRING GREEN ROAD, AND THE STATION IS
 PN0027'LOCATED ON THE SOUTH BANK OF THE MOUNTAIN BAY TRAIL, WHICH IS SOUTH OF
 PN0027'SPRING GREEN ROAD. THE STATION IS 0.3 M NORTH OF A WHITE PLASTIC
 PN0027'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1013 ***********************************************************************
 NH1013  DESIGNATION -  BANK
 NH1013  PID         -  NH1013
 NH1013  STATE/COUNTY-  WI/WALWORTH
 NH1013  COUNTRY     -  US
 NH1013  USGS QUAD   -  SPRINGFIELD (2018)
 NH1013
 NH1013                         *CURRENT SURVEY CONTROL
 NH1013  ______________________________________________________________________
 NH1013* NAD 83(1991) POSITION- 42 38 18.31728(N) 088 27 11.77612(W)   ADJUSTED
 NH1013* NAVD 88 ORTHO HEIGHT -   293.    (meters)      961.    (feet) SCALED
 NH1013  ______________________________________________________________________
 NH1013  GEOID HEIGHT    -        -34.158 (meters)                     GEOID18
 NH1013  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 NH1013  HORZ ORDER      -  SECOND
 NH1013
 NH1013.The horizontal coordinates were established by classical geodetic methods
 NH1013.and adjusted by the National Geodetic Survey in November 1991.
 NH1013
 NH1013.The orthometric height was scaled from a topographic map.
 NH1013
 NH1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1013.GEOID18 height accuracy estimate available here.
 NH1013
 NH1013.Click photographs - Photos may exist for this station.
 NH1013
 NH1013.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1013
 NH1013. The following values were computed from the NAD 83(1991) position.
 NH1013
 NH1013;                    North         East     Units Scale Factor Converg.
 NH1013;SPC WI S     -    72,100.155   726,854.104   MT  1.00002049   +1 03 45.9
 NH1013;SPC WI S     -   236,548.59  2,384,687.17   sFT  1.00002049   +1 03 45.9
 NH1013;UTM  16      - 4,721,687.038   380,852.986   MT  0.99977465   -0 59 04.3
 NH1013
 NH1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1013!SPC WI S     -   0.99995942  x   1.00002049  =   0.99997991
 NH1013!UTM  16      -   0.99995942  x   0.99977465  =   0.99973408
 NH1013
 NH1013:                Primary Azimuth Mark                     Grid Az
 NH1013:SPC WI S     -  IRON                                     312 53 52.9
 NH1013:UTM  16      -  IRON                                     314 56 43.1
 NH1013
 NH1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8085221687(NAD 83)
 NH1013
 NH1013|---------------------------------------------------------------------|
 NH1013| PID    Reference Object                     Distance      Geod. Az  |
 NH1013|                                                           dddmmss.s |
 NH1013| NH1012 WHISTLE                             453.944 METERS 1061950.2 |
 NH1013| NH1015 IRON                                APPROX. 0.6 KM 3135738.8 |
 NH1013| CI8964 BANK RM                               7.610 METERS 32201     |
 NH1013|---------------------------------------------------------------------|
 NH1013
 NH1013                          SUPERSEDED SURVEY CONTROL
 NH1013
 NH1013  NAD 83(1986)-  42 38 18.30954(N)    088 27 11.78602(W) AD(       ) 2
 NH1013  NAD 27      -  42 38 18.25000(N)    088 27 11.43900(W) AD(       ) 2
 NH1013  USSD        -  42 38 18.34800(N)    088 27 11.25200(W) AD(       ) 3
 NH1013
 NH1013.Superseded values are not recommended for survey control.
 NH1013
 NH1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1013.See file dsdata.pdf to determine how the superseded data were derived.
 NH1013
 NH1013_MARKER: N = NAIL
 NH1013_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 NH1013_SP_SET: WOODEN STAKE
 NH1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1013
 NH1013  HISTORY     - Date     Condition        Report By
 NH1013  HISTORY     - 1920     MONUMENTED       CGS
 NH1013
 NH1013                          STATION DESCRIPTION
 NH1013
 NH1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1013'STATION IS LOCATED ABOUT 4-1/4 MILES E OF ELKHORN, ON THE
 NH1013'S SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH1013'TRACK, 275 YARDS E OF A POST MARKED SECTION 5, 9 YARDS FROM
 NH1013'THE EDGE OF THE BANK AND 11.28 METERS (37.01 FEET) S OF THE
 NH1013'S AND NEAREST RAIL.  STATION MARK IS A STAKE 2 BY 4 INCHES
 NH1013'IN SIZE, WITH A NAIL IN THE TOP, AND THE REFERENCE MARK
 NH1013'IS A STAKE 2 BY 4 INCHES IN SIZE WITH A CROSS SAWED IN THE TOP.
 NH1013'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 NH1013'FENCE LINE, 7.61 METERS (24.97 FEET) FROM THE STATION.
 NH1013'N 37 DEG 59 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1089 ***********************************************************************
 PN1089  DESIGNATION -  BANK
 PN1089  PID         -  PN1089
 PN1089  STATE/COUNTY-  WI/PORTAGE
 PN1089  COUNTRY     -  US
 PN1089  USGS QUAD   -  ARNOTT (2018)
 PN1089
 PN1089                         *CURRENT SURVEY CONTROL
 PN1089  ______________________________________________________________________
 PN1089* NAD 83(1991) POSITION- 44 27 36.93347(N) 089 24 47.24764(W)   ADJUSTED
 PN1089* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 PN1089  ______________________________________________________________________
 PN1089  GEOID HEIGHT    -        -36.013 (meters)                     GEOID18
 PN1089  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 PN1089  HORZ ORDER      -  FIRST
 PN1089
 PN1089.The horizontal coordinates were established by classical geodetic methods
 PN1089.and adjusted by the National Geodetic Survey in November 1991.
 PN1089
 PN1089.The orthometric height was scaled from a topographic map.
 PN1089
 PN1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1089.GEOID18 height accuracy estimate available here.
 PN1089
 PN1089.Click photographs - Photos may exist for this station.
 PN1089
 PN1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1089
 PN1089. The following values were computed from the NAD 83(1991) position.
 PN1089
 PN1089;                    North         East     Units Scale Factor Converg.
 PN1089;SPC WI C     -    69,831.528   646,703.704   MT  0.99996689   +0 24 50.7
 PN1089;SPC WI C     -   229,105.60  2,121,727.07   sFT  0.99996689   +0 24 50.7
 PN1089;UTM  16      - 4,925,827.229   308,030.626   MT  1.00005322   -1 41 26.5
 PN1089
 PN1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1089!SPC WI C     -   0.99994826  x   0.99996689  =   0.99991515
 PN1089!UTM  16      -   0.99994826  x   1.00005322  =   1.00000148
 PN1089
 PN1089:                Primary Azimuth Mark                     Grid Az
 PN1089:SPC WI C     -  FANCHER                                  077 15 23.0
 PN1089:UTM  16      -  FANCHER                                  079 21 40.2
 PN1089
 PN1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0803025827(NAD 83)
 PN1089
 PN1089|---------------------------------------------------------------------|
 PN1089| PID    Reference Object                     Distance      Geod. Az  |
 PN1089|                                                           dddmmss.s |
 PN1089| PN0433 FANCHER                             APPROX. 2.3 KM 0774013.7 |
 PN1089|---------------------------------------------------------------------|
 PN1089
 PN1089                          SUPERSEDED SURVEY CONTROL
 PN1089
 PN1089  NAD 83(1986)-  44 27 36.93207(N)    089 24 47.25788(W) AD(       ) 1
 PN1089  NAD 27      -  44 27 37.04122(N)    089 24 46.84866(W) AD(       ) 1
 PN1089
 PN1089.Superseded values are not recommended for survey control.
 PN1089
 PN1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1089.See file dsdata.pdf to determine how the superseded data were derived.
 PN1089
 PN1089_MARKER: DE = TRAVERSE STATION DISK
 PN1089_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PN1089_STAMPING: BANK 1926
 PN1089_MARK LOGO: CGS
 PN1089_MAGNETIC: P = MARKER IS A STEEL PIPE
 PN1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN1089
 PN1089  HISTORY     - Date     Condition        Report By
 PN1089  HISTORY     - 1926     MONUMENTED       CGS
 PN1089  HISTORY     - 1930     GOOD             CGS
 PN1089
 PN1089                          STATION DESCRIPTION
 PN1089
 PN1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1089'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY LOCATED
 PN1089'ABOUT 1-1/2 MILES W OF FANCHER ON TOP OF BANK OF 12-FOOT CUT
 PN1089'MIDWAY BETWEEN EDGE OF CUT AND RIGHT-OF-WAY FENCE, 11.64
 PN1089'METERS S OF RAIL STATION ON S RAIL (SLOPE DISTANCE).
 PN1089'
 PN1089'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF
 PN1089'A 4-INCH GALVANIZED-IRON PIPE FILLED WITH CONCRETE AND ANCHORED
 PN1089'2-1/2 FEET BELOW THE SURFACE, WITH A BOLT THROUGH THE PIPE
 PN1089'SET IN CONCRETE.
 PN1089
 PN1089                          STATION RECOVERY (1930)
 PN1089
 PN1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN1089'STATION WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN1089'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0585 ***********************************************************************
 QN0585  DESIGNATION -  BANK
 QN0585  PID         -  QN0585
 QN0585  STATE/COUNTY-  WI/WASHBURN
 QN0585  COUNTRY     -  US
 QN0585  USGS QUAD   -  SPOONER LAKE (2018)
 QN0585
 QN0585                         *CURRENT SURVEY CONTROL
 QN0585  ______________________________________________________________________
 QN0585* NAD 83(1996) POSITION- 45 46 44.91954(N) 091 52 06.99501(W)   ADJUSTED
 QN0585* NAVD 88 ORTHO HEIGHT -   392.    (meters)     1286.    (feet) SCALED
 QN0585  ______________________________________________________________________
 QN0585  GEOID HEIGHT    -        -29.161 (meters)                     GEOID18
 QN0585  LAPLACE CORR    -        -10.01  (seconds)                    DEFLEC18
 QN0585  HORZ ORDER      -  FIRST
 QN0585
 QN0585.The horizontal coordinates were established by classical geodetic methods
 QN0585.and adjusted by the National Geodetic Survey in March 1999.
 QN0585
 QN0585.The orthometric height was scaled from a topographic map.
 QN0585
 QN0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0585.GEOID18 height accuracy estimate available here.
 QN0585
 QN0585.Click photographs - Photos may exist for this station.
 QN0585
 QN0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0585
 QN0585. The following values were computed from the NAD 83(1996) position.
 QN0585
 QN0585;                    North         East     Units Scale Factor Converg.
 QN0585;SPC WI N     -    69,782.290   454,694.526   MT  0.99996822   -1 20 52.7
 QN0585;SPC WI N     -   228,944.06  1,491,776.96   sFT  0.99996822   -1 20 52.7
 QN0585;UTM  15      - 5,070,131.765   587,953.920   MT  0.99969510   +0 48 39.1
 QN0585
 QN0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0585!SPC WI N     -   0.99994311  x   0.99996822  =   0.99991133
 QN0585!UTM  15      -   0.99994311  x   0.99969510  =   0.99963823
 QN0585
 QN0585:                Primary Azimuth Mark                     Grid Az
 QN0585:SPC WI N     -  BANK AZ MK                               325 59 22.8
 QN0585:UTM  15      -  BANK AZ MK                               323 49 51.0
 QN0585
 QN0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8795370131(NAD 83)
 QN0585
 QN0585|---------------------------------------------------------------------|
 QN0585| PID    Reference Object                     Distance      Geod. Az  |
 QN0585|                                                           dddmmss.s |
 QN0585| CJ4216 BANK RM 1                            23.750 METERS 15613     |
 QN0585| CJ4217 BANK RM 2                            24.456 METERS 26728     |
 QN0585| AF9923 BANK AZ MK                          APPROX. 0.9 KM 3243830.1 |
 QN0585| QN0589 SPOONER MUNICIPAL AND RY TANK       APPROX. 5.3 KM 3435502.5 |
 QN0585|---------------------------------------------------------------------|
 QN0585
 QN0585                          SUPERSEDED SURVEY CONTROL
 QN0585
 QN0585  NAD 83(1991)-  45 46 44.91618(N)    091 52 06.99755(W) AD(       ) 1
 QN0585  NAD 83(1986)-  45 46 44.90861(N)    091 52 06.98973(W) AD(       ) 1
 QN0585  NAD 27      -  45 46 45.09700(N)    091 52 06.36200(W) AD(       ) 1
 QN0585
 QN0585.Superseded values are not recommended for survey control.
 QN0585
 QN0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0585.See file dsdata.pdf to determine how the superseded data were derived.
 QN0585
 QN0585_MARKER: DS = TRIANGULATION STATION DISK
 QN0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0585_STAMPING: BANK 1934
 QN0585_MARK LOGO: CGS
 QN0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0585+STABILITY: SURFACE MOTION
 QN0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0585+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2003
 QN0585
 QN0585  HISTORY     - Date     Condition        Report By
 QN0585  HISTORY     - 1934     MONUMENTED       CGS
 QN0585  HISTORY     - 1978     GOOD             NGS
 QN0585  HISTORY     - 20030903 GOOD             WIDT
 QN0585
 QN0585                          STATION DESCRIPTION
 QN0585
 QN0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0585'STATION IS ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF SPOONER, IN
 QN0585'SOUTHEAST QUARTER OF SEC. 8, T. 38 N., R. 12 W., JUST WEST
 QN0585'OF U.S. ROUTE 53, ON WEST BANK OF DEEP CUT, IN BRUSHY WOODS,
 QN0585'1.7 MILES SOUTH-SOUTHEAST OF JUNCTION OF U.S. ROUTE 53 AND
 QN0585'WISCONSIN ROUTE 24, 22 FEET WEST OF EDGE OF WEST 15-FOOT
 QN0585'CUT BANK, 80 FEET WEST OF CENTERLINE OF U.S. ROUTE 53, 30
 QN0585'FEET SOUTHWEST OF A 12-INCH MAPLE, 31 FEET WEST-NORTHWEST
 QN0585'OF A 10-INCH, TRIANGULAR-BLAZED MAPLE, 34 FEET NORTH-NORTHWEST
 QN0585'OF A 12-INCH OAK, 25 FEET SOUTHEAST OF A 10-INCH MAPLE, AND
 QN0585'PROJECTS 4 INCHES.
 QN0585'
 QN0585'TO REACH FROM THE JUNCTION OF U.S. ROUTE 53 AND WISCONSIN
 QN0585'ROUTE 70 IN SPOONER, GO SOUTH-SOUTHEAST ON U.S. ROUTE 53 FOR 3.5
 QN0585'MILES TO THE DEEP CUT THROUGH WOODS AND STATION ON THE WEST BANK.
 QN0585'
 QN0585'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION, 4 FEET
 QN0585'NORTH OF A 12-INCH OAK, 7 FEET SOUTHEAST OF A 12-INCH OAK,
 QN0585'42 FEET WEST OF EDGE OF WEST CUT BANK AND PROJECTS 4 INCHES.
 QN0585'
 QN0585'REFERENCE MARK NO. 2 IS WEST OF STATION, 26 FEET NORTHWEST
 QN0585'OF 12-INCH MAPLE, 43 FEET WEST OF A 15-INCH MAPLE, 87 FEET
 QN0585'WEST OF EDGE OF WEST CUT BANK, 130.53 FEET NORTHWEST OF
 QN0585'REFERENCE MARK NO. 1, AND PROJECTS 6 INCHES.
 QN0585'
 QN0585'AZIMUTH MARK IS NORTH OF STATION, 36 FEET EAST OF CENTERLINE
 QN0585'OF U.S. ROUTE 53, ON PASTURE FENCE LINE, ON EAST OF RIGHT-OF-WAY
 QN0585'LINE, 40 FEET NORTH OF SOUTHWEST CORNER OF PASTURE, AND
 QN0585'PROJECTS 4 INCHES.
 QN0585'
 QN0585'A 60-FOOT SIGNAL AT MARKER COMES INTO VIEW AT 60 FEET.
 QN0585'
 QN0585'A 47-FOOT SIGNAL AT MC KENZIE COMES INTO VIEW AT 60 FEET.
 QN0585'
 QN0585'AN 84-FOOT SIGNAL AT SPOONER IS VISIBLE FROM THE GROUND.
 QN0585'
 QN0585'A 74-FOOT SIGNAL AT LAMPSON COMES INTO VIEW AT 45 FEET.
 QN0585'
 QN0585'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 QN0585
 QN0585                          STATION RECOVERY (1978)
 QN0585
 QN0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 QN0585'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 QN0585'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT VISIBLE AS THERE
 QN0585'WERE TREES ON LINE.  THERE WAS NO OTHER OBJECTS VISIBLE TO
 QN0585'ESTABLISH ANOTHER AZIMUTH MARK FROM.  REFERENCE MARKS COULD NOT BE
 QN0585'MEASURED BETWEEN DUE TO TOO MANY TREES ON LINE.  THE DISTANCE TO
 QN0585'REFERENCE MARK 1 WAS SHORTER BY 0.07 FOOT AND REFERENCE MARK 2
 QN0585'WAS LONGER BY 0.11 FOOT.  THE ANGLE BETWEEN THE REFERENCE MARKS
 QN0585'WAS GREATER BY 1-MINUTE, 20 SECONDS.  THE STATION IS 83 FEET
 QN0585'WEST OF THE CENTERLINE OF U.S. HIGHWAY 53, 23 FEET WEST OF THE EDGE
 QN0585'OF A CUT BANK, 4 FEET WEST OF A 6 INCH TREE WITH A TRIANGLE BLAZE
 QN0585'ON THE WEST SIDE AND 2 FEET EAST OF A METAL WITNESS POST.  THE
 QN0585'MARK PROJECTS 4 INCHES AND THE DISK STAMPED BANK 1934.
 QN0585'
 QN0585'REFERENCE MARK 1 IS 40 FEET WEST OF THE CUT BANK AND 4 FEET NORTH OF
 QN0585'A 14 INCH TREE WITH A TRIANGLE BLAZE.  THE MARK PROJECTS 4 INCHES
 QN0585'AND THE DISK STAMPED BANK NO 1 1934.
 QN0585'
 QN0585'REFERENCE MARK 2 IS 8 FEET WEST OF A 10 INCH TREE WITH A TRIANGLE
 QN0585'BLAZE.  THE MARK PROJECTS 6 INCHES AND THE DISK STAMPED BANK NO 2
 QN0585'1934.
 QN0585'
 QN0585'THE AZIMUTH MARK IS 37.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 QN0585'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS 3
 QN0585'INCHES AND THE DISK STAMPED BANK AZIMUTH 1934.
 QN0585'
 QN0585'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 AND STATE
 QN0585'HIGHWAY 70 IN SPOONER, GO SOUTHEAST ON HIGHWAY 53 FOR 2.8 MILES TO
 QN0585'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON THE HIGHWAY 0.6
 QN0585'MILE TO THE STATION ON THE RIGHT AT TOP OF GRADE AS DESCRIBED.
 QN0585'
 QN0585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES SOUTH
 QN0585'OF SPOONER.
 QN0585'
 QN0585'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QN0585
 QN0585                          STATION RECOVERY (2003)
 QN0585
 QN0585'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (CCM)
 QN0585'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 QN0585'FOR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9923 ***********************************************************************
 AF9923  DESIGNATION -  BANK AZ MK
 AF9923  PID         -  AF9923
 AF9923  STATE/COUNTY-  WI/WASHBURN
 AF9923  COUNTRY     -  US
 AF9923  USGS QUAD   -  SPOONER (2018)
 AF9923
 AF9923                         *CURRENT SURVEY CONTROL
 AF9923  ______________________________________________________________________
 AF9923* NAD 83(2011) POSITION- 45 47 09.37252(N) 091 52 31.80203(W)   ADJUSTED
 AF9923* NAD 83(2011) ELLIP HT-   328.325 (meters)        (06/27/12)   ADJUSTED
 AF9923* NAD 83(2011) EPOCH   -  2010.00
 AF9923* NAVD 88 ORTHO HEIGHT -   357.4   (meters)     1173.    (feet) GPS OBS
 AF9923  ______________________________________________________________________
 AF9923  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9923  GEOID HEIGHT    -        -28.986 (meters)                     GEOID96
 AF9923  GEOID HEIGHT    -        -29.096 (meters)                     GEOID18
 AF9923  NAD 83(2011) X  -   -145,823.143 (meters)                     COMP
 AF9923  NAD 83(2011) Y  - -4,453,246.491 (meters)                     COMP
 AF9923  NAD 83(2011) Z  -  4,548,922.953 (meters)                     COMP
 AF9923  LAPLACE CORR    -        -10.62  (seconds)                    DEFLEC18
 AF9923
 AF9923  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9923  Standards:
 AF9923         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9923            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9923  -------------------------------------------------------------------
 AF9923  NETWORK    0.56   1.94           0.26   0.18   0.99      0.15111234
 AF9923  -------------------------------------------------------------------
 AF9923  Click here for local accuracies and other accuracy information.
 AF9923
 AF9923.The horizontal coordinates were established by GPS observations
 AF9923.and adjusted by the National Geodetic Survey in June 2012.
 AF9923
 AF9923.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9923.been affixed to the stable North American tectonic plate. See 
 AF9923.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9923
 AF9923.The horizontal coordinates are valid at the epoch date displayed above
 AF9923.which is a decimal equivalence of Year/Month/Day.
 AF9923
 AF9923.The orthometric height was determined by GPS observations and a
 AF9923.high-resolution geoid model.
 AF9923
 AF9923.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9923.GEOID18 height accuracy estimate available here.
 AF9923
 AF9923.Click photographs - Photos may exist for this station.
 AF9923
 AF9923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9923
 AF9923.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9923
 AF9923.The ellipsoidal height was determined by GPS observations
 AF9923.and is referenced to NAD 83.
 AF9923
 AF9923. The following values were computed from the NAD 83(2011) position.
 AF9923
 AF9923;                    North         East     Units Scale Factor Converg.
 AF9923;SPC WI N     -    70,549.651   454,176.610   MT  0.99996743   -1 21 10.6
 AF9923;SPC WI N     -   231,461.65  1,490,077.76   sFT  0.99996743   -1 21 10.6
 AF9923;UTM  15      - 5,070,878.867   587,407.614   MT  0.99969393   +0 48 21.7
 AF9923
 AF9923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9923!SPC WI N     -   0.99994853  x   0.99996743  =   0.99991596
 AF9923!UTM  15      -   0.99994853  x   0.99969393  =   0.99964248
 AF9923
 AF9923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8740770878(NAD 83)
 AF9923
 AF9923                          SUPERSEDED SURVEY CONTROL
 AF9923
 AF9923  NAD 83(2007)-  45 47 09.37256(N)    091 52 31.80256(W) AD(2002.00) 0
 AF9923  ELLIP H (02/10/07)  328.359  (m)                       GP(2002.00)    
 AF9923  NAD 83(1997)-  45 47 09.37266(N)    091 52 31.80340(W) AD(       ) 1
 AF9923  ELLIP H (12/26/02)  328.364  (m)                       GP(       ) 3 2
 AF9923  NAD 83(1991)-  45 47 09.37222(N)    091 52 31.80129(W) AD(       ) 1
 AF9923  ELLIP H (04/30/98)  328.390  (m)                       GP(       ) 3 2
 AF9923
 AF9923.Superseded values are not recommended for survey control.
 AF9923
 AF9923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9923.See file dsdata.pdf to determine how the superseded data were derived.
 AF9923
 AF9923_MARKER: DR = REFERENCE MARK DISK
 AF9923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9923_STAMPING: BANK AZIMUTH 1934
 AF9923_MARK LOGO: CGS
 AF9923_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9923+STABILITY: SURFACE MOTION
 AF9923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9923+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 AF9923
 AF9923  HISTORY     - Date     Condition        Report By
 AF9923  HISTORY     - 1934     MONUMENTED       CGS
 AF9923  HISTORY     - 20040622 GOOD             NGS
 AF9923  HISTORY     - 20081021 GOOD             WIDT
 AF9923
 AF9923                          STATION DESCRIPTION
 AF9923
 AF9923'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 AF9923'STATION IS 2 MILES (3.2 KM) SOUTHEAST ALONG USH 253 FROM THE JUNCTION
 AF9923'OF USH 63 AT THE SOUTHEND OF SPOONER.  STATION LIES ABOUT 40 FEET
 AF9923'(12.2 M) NORTH OF CENTER LINE OF HIGHWAY AT THE TOP OF THE BACKSLOPE
 AF9923'ALONG THE EAST SIDE OF AN NGS SIGN.  STATION IS ABOUT 10 FEET (3.0 M)
 AF9923'SOUTH OF A FENCE AND 200 FEET (61.0 M) NORTHWEST OF THE INTERSECTION
 AF9923'OF LONE RANCH ROAD.  SEE DATA FOR FIRST ORDER STATION BANK.
 AF9923
 AF9923                          STATION RECOVERY (2004)
 AF9923
 AF9923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DB)
 AF9923'THIS REPORT WAS SUBMITTED GLEN SCHAEFER.
 AF9923
 AF9923                          STATION RECOVERY (2008)
 AF9923
 AF9923'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AF9923'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AF9923'OF US HIGHWAY 63 WITH STATE HIGHWAY 253 ON THE SOUTH SIDE OF THE CITY
 AF9923'OF SPOONER, GO SOUTHEAST ON STATE HIGHWAY 253 FOR 1.0 MILES TO
 AF9923'WILDLIFE ROAD LEFT, CONTINUE SOUTHEAST ON STATE HIGHWAY 253 FOR 0.95
 AF9923'MILE TO THE STATION ON THE LEFT.
 AF9923'THE STATION IS A U. S. COAST AND GEODETIC SURVEY REFERENCE MARK DISK
 AF9923'STAMPED --BANK AZIMUTH 1934-- SET IN THE TOP OF A 30-CM SQUARE
 AF9923'CONCRETE POST PROJECTING 5 CM ABOVE GROUND AND APPROXIMATELY 2 M ABOVE
 AF9923'THE HIGHWAY PAVEMENT.
 AF9923'THE STATION IS 11.7 M NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 AF9923'253, 47.1 M NORTHWEST OF THE CENTERLINE OF LONE RANCH ROAD, 46.5 M
 AF9923'SOUTHEAST OF TELEPHONE PEDESTAL --WILD 5000 05--, 17.3 M NORTHWEST OF
 AF9923'A CORNER WOOD FENCE POST, 3.0 M SOUTHWEST OF A BARBED WIRE FENCE, 0.4
 AF9923'M NORTHEAST OF A METAL COUNTY SURVEYOR WITNESS POST, AND 0.6 M
 AF9923'NORTHWEST AND 0.4 M SOUTHEAST OF TWO WHITE PLASTIC WITNESS POSTS.
 AF9923'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 AF9923'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG9058 ***********************************************************************
 DG9058  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9058  DESIGNATION -  BANKS LAKE
 DG9058  PID         -  DG9058
 DG9058  STATE/COUNTY-  WI/WASHBURN
 DG9058  COUNTRY     -  US
 DG9058  USGS QUAD   -  HORSESHOE LAKE (2019)
 DG9058
 DG9058                         *CURRENT SURVEY CONTROL
 DG9058  ______________________________________________________________________
 DG9058* NAD 83(2011) POSITION- 46 05 07.00177(N) 091 58 15.06418(W)   ADJUSTED
 DG9058* NAD 83(2011) ELLIP HT-   282.320 (meters)        (06/27/12)   ADJUSTED
 DG9058* NAD 83(2011) EPOCH   -  2010.00
 DG9058* NAVD 88 ORTHO HEIGHT -   309.25  (meters)     1014.6   (feet) GPS OBS
 DG9058  ______________________________________________________________________
 DG9058  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG9058  GEOID HEIGHT    -        -26.928 (meters)                     GEOID12A
 DG9058  GEOID HEIGHT    -        -26.936 (meters)                     GEOID18
 DG9058  NAD 83(2011) X  -   -152,410.598 (meters)                     COMP
 DG9058  NAD 83(2011) Y  - -4,429,070.942 (meters)                     COMP
 DG9058  NAD 83(2011) Z  -  4,572,030.411 (meters)                     COMP
 DG9058  LAPLACE CORR    -         -6.24  (seconds)                    DEFLEC18
 DG9058
 DG9058  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9058  Standards:
 DG9058         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9058            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9058  -------------------------------------------------------------------
 DG9058  NETWORK    0.42   1.10           0.19   0.15   0.56      0.03869382
 DG9058  -------------------------------------------------------------------
 DG9058  Click here for local accuracies and other accuracy information.
 DG9058
 DG9058.The horizontal coordinates were established by GPS observations
 DG9058.and adjusted by the National Geodetic Survey in June 2012.
 DG9058
 DG9058.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9058.been affixed to the stable North American tectonic plate. See 
 DG9058.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9058
 DG9058.The horizontal coordinates are valid at the epoch date displayed above
 DG9058.which is a decimal equivalence of Year/Month/Day.
 DG9058
 DG9058.The orthometric height was determined by GPS observations and a
 DG9058.high-resolution geoid model using precise GPS observation and
 DG9058.processing techniques.
 DG9058
 DG9058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9058.GEOID18 height accuracy estimate available here.
 DG9058
 DG9058.Click photographs - Photos may exist for this station.
 DG9058
 DG9058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9058
 DG9058.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9058
 DG9058.The ellipsoidal height was determined by GPS observations
 DG9058.and is referenced to NAD 83.
 DG9058
 DG9058. The following values were computed from the NAD 83(2011) position.
 DG9058
 DG9058;                    North         East     Units Scale Factor Converg.
 DG9058;SPC WI N     -   103,989.230   447,589.893   MT  0.99994638   -1 25 18.2
 DG9058;SPC WI N     -   341,171.33  1,468,467.84   sFT  0.99994638   -1 25 18.2
 DG9058;UTM  15      - 5,104,037.362   579,566.707   MT  0.99967782   +0 44 29.1
 DG9058
 DG9058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9058!SPC WI N     -   0.99995574  x   0.99994638  =   0.99990213
 DG9058!UTM  15      -   0.99995574  x   0.99967782  =   0.99963358
 DG9058
 DG9058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7956604037(NAD 83)
 DG9058
 DG9058                          SUPERSEDED SURVEY CONTROL
 DG9058
 DG9058  NAD 83(2007)-  46 05 07.00192(N)    091 58 15.06464(W) AD(2002.00) 0
 DG9058  ELLIP H (02/10/07)  282.365  (m)                       GP(2002.00)    
 DG9058  NAD 83(1997)-  46 05 07.00184(N)    091 58 15.06542(W) AD(       ) 1
 DG9058  ELLIP H (01/24/05)  282.369  (m)                       GP(       ) 4 1
 DG9058  NAVD 88 (01/24/05)  309.3    (m)  GEOID03  model used  GPS OBS        
 DG9058
 DG9058.Superseded values are not recommended for survey control.
 DG9058
 DG9058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9058.See file dsdata.pdf to determine how the superseded data were derived.
 DG9058
 DG9058_MARKER: DD = SURVEY DISK
 DG9058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9058_STAMPING: 3573 BANKS LAKE 2004
 DG9058_MARK LOGO: WI-129
 DG9058_PROJECTION: FLUSH
 DG9058_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9058+STABILITY: SURFACE MOTION
 DG9058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9058+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DG9058
 DG9058  HISTORY     - Date     Condition        Report By
 DG9058  HISTORY     - UNK      MONUMENTED       WI-129
 DG9058  HISTORY     - 20041206 GOOD             WOOLPT
 DG9058  HISTORY     - 20100928 GOOD             WIDT
 DG9058
 DG9058                          STATION DESCRIPTION
 DG9058
 DG9058'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9058'THE STATION IS LOCATED APPROXIMATELY 8.1 MI (13 KM) WEST OF MINONG,
 DG9058'8.7 MI (14.0 KM) SOUTHWEST OF WASCOTT, AND 13.7 MI (22.0 KM) SOUTHWEST
 DG9058'OF GORDON.
 DG9058'
 DG9058'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 53
 DG9058'AND STATE HIGHWAY 77, GO WEST ON STATE HIGHWAY 77 12.0 MI (19.3 KM) TO
 DG9058'BRIDGE ROAD (A.K.A. THOMSON BRIDGE ROAD). TURN RIGHT ON BRIDGE ROAD
 DG9058'(THOMSON BRIDGE ROAD) AND GO NORTH 1.8 MI (2.9 KM) TO DEEPER LAKE
 DG9058'ROAD. TURN RIGHT ON DEEPER LAKE ROAD AND GO EAST 2.3 MI (3.7 KM) TO
 DG9058'BANKS LAKE ROAD. TURN RIGHT ON BANKS LAKE ROAD AND GO SOUTHWEST 160 FT
 DG9058'(48.8 M) TO THE STATION ON THE RIGHT. THE STATION IS A 4-INCH DIAMETER
 DG9058'BRASS CAP STAMPED --3573 BANKS LAKE 2004-- SET IN THE TOP OF AN
 DG9058'18-INCH DIAMETER CONCRETE MONUMENT AND FLUSH WITH GROUND.
 DG9058'
 DG9058'THE STATION IS 20.0 FT (6.1 M) NORTH OF THE CENTERLINE OF BANKS LAKE
 DG9058'ROAD, 75.0 FT (22.9 M) SOUTH OF THE CENTERLINE OF DEEPER LAKE ROAD,
 DG9058'2.0 FT (0.6 M) SOUTHEAST OF A WHITE CARSONITE WITNESS POST, 1.2 FT
 DG9058'(0.4 M) NORTH OF A STEEL T-POST WITH A COUNTY SURVEYOR SURVEY MARKER
 DG9058'PLAQUE ATTACHED TO IT, AND 48.9 FT (14.9 M) SOUTHWEST OF A 1.0 FT
 DG9058'DIAMETER RED OAK TREE.
 DG9058
 DG9058                          STATION RECOVERY (2010)
 DG9058
 DG9058'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 DG9058'-NOTE-WHITE CARSONITE WITNESS POST HAS BEEN REMOVED.  MARK IS 1 M (3.3
 DG9058'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DG9058'OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1170 ***********************************************************************
 ON1170  DESIGNATION -  BANNER
 ON1170  PID         -  ON1170
 ON1170  STATE/COUNTY-  WI/LA CROSSE
 ON1170  COUNTRY     -  US
 ON1170  USGS QUAD   -  BANGOR (2018)
 ON1170
 ON1170                         *CURRENT SURVEY CONTROL
 ON1170  ______________________________________________________________________
 ON1170* NAD 83(1996) POSITION- 43 53 33.04419(N) 090 57 55.33358(W)   ADJUSTED
 ON1170* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 ON1170  ______________________________________________________________________
 ON1170  GEOID HEIGHT    -        -32.636 (meters)                     GEOID18
 ON1170  LAPLACE CORR    -         -6.72  (seconds)                    DEFLEC18
 ON1170  HORZ ORDER      -  FIRST
 ON1170
 ON1170.The horizontal coordinates were established by classical geodetic methods
 ON1170.and adjusted by the National Geodetic Survey in March 1999.
 ON1170
 ON1170.The orthometric height was scaled from a topographic map.
 ON1170
 ON1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1170.GEOID18 height accuracy estimate available here.
 ON1170
 ON1170.Click photographs - Photos may exist for this station.
 ON1170
 ON1170.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1170
 ON1170. The following values were computed from the NAD 83(1996) position.
 ON1170
 ON1170;                    North         East     Units Scale Factor Converg.
 ON1170;SPC WI S     -   210,693.243   522,435.779   MT  0.99996928   -0 39 47.9
 ON1170;SPC WI S     -   691,249.41  1,714,024.72   sFT  0.99996928   -0 39 47.9
 ON1170;UTM  15      - 4,861,946.668   663,420.207   MT  0.99992848   +1 24 39.4
 ON1170
 ON1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1170!SPC WI S     -   0.99996921  x   0.99996928  =   0.99993849
 ON1170!UTM  15      -   0.99996921  x   0.99992848  =   0.99989769
 ON1170
 ON1170:                Primary Azimuth Mark                     Grid Az
 ON1170:SPC WI S     -  ROCKLAND                                 072 26 22.5
 ON1170:UTM  15      -  ROCKLAND                                 070 21 55.2
 ON1170
 ON1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6342061946(NAD 83)
 ON1170
 ON1170|---------------------------------------------------------------------|
 ON1170| PID    Reference Object                     Distance      Geod. Az  |
 ON1170|                                                           dddmmss.s |
 ON1170| ON1167 ROCKLAND                            APPROX. 3.0 KM 0714634.6 |
 ON1170|---------------------------------------------------------------------|
 ON1170
 ON1170                          SUPERSEDED SURVEY CONTROL
 ON1170
 ON1170  NAD 83(1991)-  43 53 33.04228(N)    090 57 55.33345(W) AD(       ) 1
 ON1170  NAD 83(1986)-  43 53 33.04119(N)    090 57 55.33912(W) AD(       ) 1
 ON1170  NAD 27      -  43 53 33.15800(N)    090 57 54.85200(W) AD(       ) 1
 ON1170
 ON1170.Superseded values are not recommended for survey control.
 ON1170
 ON1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1170.See file dsdata.pdf to determine how the superseded data were derived.
 ON1170
 ON1170_MARKER: DS = TRIANGULATION STATION DISK
 ON1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1170_STAMPING: BANNER 1926
 ON1170_MARK LOGO: CGS
 ON1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1170+STABILITY: SURFACE MOTION
 ON1170
 ON1170  HISTORY     - Date     Condition        Report By
 ON1170  HISTORY     - 1926     MONUMENTED       CGS
 ON1170  HISTORY     - 1930     GOOD             CGS
 ON1170
 ON1170                          STATION DESCRIPTION
 ON1170
 ON1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 ON1170'STATION IS ABOUT 4.2 MILES W OF THE DEPOT AT ROCKLAND, ON THE
 ON1170'FIRST CURVE W OF THIS VILLAGE, AT THE POINT OF INTERSECTION
 ON1170'OF THE TANGENTS OF THE S RAIL OF THE S TRACK FROM E AND THE
 ON1170'N RAIL OF THE N TRACK FROM THE W, 33 FEET W OF CENTER OF ROAD
 ON1170'CROSSING TRACK, 12 FEET S OF RIGHT-OF-WAY FENCE.
 ON1170'
 ON1170'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 ON1170'IN CONCRETE.
 ON1170
 ON1170                          STATION RECOVERY (1930)
 ON1170
 ON1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 ON1170'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 ON1170'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0673 ***********************************************************************
 PN0673  DESIGNATION -  BANTA USLS
 PN0673  PID         -  PN0673
 PN0673  STATE/COUNTY-  WI/WINNEBAGO
 PN0673  COUNTRY     -  US
 PN0673  USGS QUAD   -  NEENAH (2018)
 PN0673
 PN0673                         *CURRENT SURVEY CONTROL
 PN0673  ______________________________________________________________________
 PN0673* NAD 83(1986) POSITION- 44 12 30.     (N) 088 27 06.     (W)   SCALED
 PN0673* NAVD 88 ORTHO HEIGHT -   231.178 (meters)      758.46  (feet) ADJUSTED
 PN0673  ______________________________________________________________________
 PN0673  GEOID HEIGHT    -        -36.349 (meters)                     GEOID18
 PN0673  DYNAMIC HEIGHT  -        231.138 (meters)      758.33  (feet) COMP
 PN0673  MODELED GRAVITY -    980,439.6   (mgal)                       NAVD 88
 PN0673
 PN0673  VERT ORDER      -  FIRST     CLASS 0
 PN0673
 PN0673.The horizontal coordinates were scaled from a map and have
 PN0673.an estimated accuracy of +/- 6 seconds.
 PN0673
 PN0673.The orthometric height was determined by differential leveling and
 PN0673.adjusted by the NATIONAL GEODETIC SURVEY
 PN0673.in June 1991.
 PN0673
 PN0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0673.GEOID18 height accuracy estimate available here.
 PN0673
 PN0673.Click photographs - Photos may exist for this station.
 PN0673
 PN0673.The dynamic height is computed by dividing the NAVD 88
 PN0673.geopotential number by the normal gravity value computed on the
 PN0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0673.degrees latitude (g = 980.6199 gals.).
 PN0673
 PN0673.The modeled gravity was interpolated from observed gravity values.
 PN0673
 PN0673;                    North         East    Units  Estimated Accuracy
 PN0673;SPC WI S     -   246,490.      723,750.      MT  (+/- 180 meters Scaled)
 PN0673
 PN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP840960(NAD 83)
 PN0673
 PN0673                          SUPERSEDED SURVEY CONTROL
 PN0673
 PN0673.No superseded survey control is available for this station.
 PN0673
 PN0673_MARKER: I = METAL ROD
 PN0673_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0673_PROJECTION: RECESSED 3 CENTIMETERS
 PN0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0673_ROD/PIPE-DEPTH: 2.44 meters
 PN0673
 PN0673  HISTORY     - Date     Condition        Report By
 PN0673  HISTORY     - 1962     MONUMENTED       USLS
 PN0673  HISTORY     - 1974     GOOD             NOS
 PN0673  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0673
 PN0673                          STATION DESCRIPTION
 PN0673
 PN0673'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0673'IN MENASHA.
 PN0673'IN MENASHA, 0.62 MILE WEST ALONG SIXTH ST. FROM THE INTERSECTION OF
 PN0673'APPLETON ROAD (WISCONSIN HIGHWAY 47) AND SIXTH ST., 61.3 FT. SOUTHWEST
 PN0673'OF THE SOUTHWEST CORNER OF BANTA ELEMENTARY SCHOOL, 26 FT. EAST OF THE
 PN0673'CENTERLINE OF WALBRUN ST., 1 FT. NORTH OF NORTH EDGE AND 1 FT. EAST
 PN0673'OF EAST EDGE OF SIDEWALK, 1/4 FT. BELOW THE GROUND SURFACE, A 5/8
 PN0673'INCH DIAMETER COPPER COATED STEEL ROD, 8 FT. LONG.
 PN0673
 PN0673                          STATION RECOVERY (2003)
 PN0673
 PN0673'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0673'NOT FOUND.  METAL DETECTOR INDICATED AN OBJECT, BUT COULD NOT BE FOUND
 PN0673'BY PROBING.  THE CORNER OF THE SIDEWALK HAS BEEN REDONE FOR HANDICAP
 PN0673'ACCESS SO STATION MAY HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0485 ***********************************************************************
 OM0485  DESIGNATION -  BARABOO
 OM0485  PID         -  OM0485
 OM0485  STATE/COUNTY-  WI/SAUK
 OM0485  COUNTRY     -  US
 OM0485  USGS QUAD   -  BARABOO (2018)
 OM0485
 OM0485                         *CURRENT SURVEY CONTROL
 OM0485  ______________________________________________________________________
 OM0485* NAD 83(1986) POSITION- 43 28 01.56   (N) 089 44 32.64   (W)   HD_HELD1
 OM0485* NAVD 88 ORTHO HEIGHT -   254.297 (meters)      834.31  (feet) ADJUSTED
 OM0485  ______________________________________________________________________
 OM0485  GEOID HEIGHT    -        -35.228 (meters)                     GEOID18
 OM0485  DYNAMIC HEIGHT  -        254.228 (meters)      834.08  (feet) COMP
 OM0485  MODELED GRAVITY -    980,345.5   (mgal)                       NAVD 88
 OM0485
 OM0485  VERT ORDER      -  SECOND    CLASS 0
 OM0485
 OM0485.The horizontal coordinates were determined by differentially corrected
 OM0485.hand held GPS observations or other comparable positioning techniques
 OM0485.and have an estimated accuracy of +/- 3 meters.
 OM0485
 OM0485.The orthometric height was determined by differential leveling and
 OM0485.adjusted by the NATIONAL GEODETIC SURVEY
 OM0485.in June 1991.
 OM0485
 OM0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0485.GEOID18 height accuracy estimate available here.
 OM0485
 OM0485.Click photographs - Photos may exist for this station.
 OM0485
 OM0485.The dynamic height is computed by dividing the NAVD 88
 OM0485.geopotential number by the normal gravity value computed on the
 OM0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0485.degrees latitude (g = 980.6199 gals.).
 OM0485
 OM0485.The modeled gravity was interpolated from observed gravity values.
 OM0485
 OM0485;                    North         East    Units  Estimated Accuracy
 OM0485;SPC WI S     -   163,013.1     620,843.7     MT  (+/- 3 meters HH1 GPS) 
 OM0485
 OM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7816716341(NAD 83)
 OM0485
 OM0485                          SUPERSEDED SURVEY CONTROL
 OM0485
 OM0485  NGVD 29 (??/??/92)  254.333  (m)          834.42   (f) ADJ UNCH    2 0
 OM0485
 OM0485.Superseded values are not recommended for survey control.
 OM0485
 OM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0485.See file dsdata.pdf to determine how the superseded data were derived.
 OM0485
 OM0485_MARKER: DB = BENCH MARK DISK
 OM0485_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0485_SP_SET: RETAINING WALL
 OM0485_STAMPING: BARABOO 1934
 OM0485_MARK LOGO: CGS
 OM0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0485+STABILITY: SURFACE MOTION
 OM0485
 OM0485  HISTORY     - Date     Condition        Report By
 OM0485  HISTORY     - 1934     MONUMENTED       CGS
 OM0485  HISTORY     - 20001014 GOOD             USPSQD
 OM0485  HISTORY     - 20020114 GOOD             NGS
 OM0485
 OM0485                          STATION DESCRIPTION
 OM0485
 OM0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0485'AT BARABOO.
 OM0485'SET IN THE NORTHEAST CORNER OF THE NORTH RETAINING WALL OF THE
 OM0485'DAM ACROSS THE BARABOO RIVER.  54 FEET SOUTH OF THE CENTER
 OM0485'LINE OF THE STREET, 150 FEET WEST OF THE TOWEL MILLS, 45 FEET
 OM0485'SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE BRIDGE, 2 FEET
 OM0485'BELOW THE ROAD LEVEL.
 OM0485
 OM0485                          STATION RECOVERY (2000)
 OM0485
 OM0485'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM0485'E END OF RETAINING WALL. DAM AND MILL HAVE BEEN DESTROYED. MARKER IS
 OM0485'32' S. OF BARABOO RIVER HISTORICAL MARKER ERECTED IN 1982.
 OM0485
 OM0485                          STATION RECOVERY (2002)
 OM0485
 OM0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OM0485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1217 ***********************************************************************
 OM1217  DESIGNATION -  BARABOO
 OM1217  PID         -  OM1217
 OM1217  STATE/COUNTY-  WI/SAUK
 OM1217  COUNTRY     -  US
 OM1217  USGS QUAD   -  BARABOO (2018)
 OM1217
 OM1217                         *CURRENT SURVEY CONTROL
 OM1217  ______________________________________________________________________
 OM1217* NAD 83(1991) POSITION- 43 28 38.03445(N) 089 44 42.57672(W)   ADJUSTED
 OM1217* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 OM1217  ______________________________________________________________________
 OM1217  GEOID HEIGHT    -        -35.244 (meters)                     GEOID18
 OM1217  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 OM1217  HORZ ORDER      -  FIRST
 OM1217
 OM1217.The horizontal coordinates were established by classical geodetic methods
 OM1217.and adjusted by the National Geodetic Survey in November 1991.
 OM1217
 OM1217.The orthometric height was scaled from a topographic map.
 OM1217
 OM1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1217.GEOID18 height accuracy estimate available here.
 OM1217
 OM1217.Click photographs - Photos may exist for this station.
 OM1217
 OM1217.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1217
 OM1217. The following values were computed from the NAD 83(1991) position.
 OM1217
 OM1217;                    North         East     Units Scale Factor Converg.
 OM1217;SPC WI S     -   164,138.019   620,616.935   MT  0.99993342   +0 10 30.4
 OM1217;SPC WI S     -   538,509.48  2,036,140.73   sFT  0.99993342   +0 10 30.4
 OM1217;UTM  16      - 4,817,473.850   277,981.349   MT  1.00020637   -1 53 22.6
 OM1217
 OM1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1217!SPC WI S     -   0.99995692  x   0.99993342  =   0.99989034
 OM1217!UTM  16      -   0.99995692  x   1.00020637  =   1.00016328
 OM1217
 OM1217:                Primary Azimuth Mark                     Grid Az
 OM1217:SPC WI S     -  BARABOO AZ MK                            315 40 06.4
 OM1217:UTM  16      -  BARABOO AZ MK                            317 43 59.4
 OM1217
 OM1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7798117473(NAD 83)
 OM1217
 OM1217|---------------------------------------------------------------------|
 OM1217| PID    Reference Object                     Distance      Geod. Az  |
 OM1217|                                                           dddmmss.s |
 OM1217| CI8966 BARABOO RM 1                         19.269 METERS 14908     |
 OM1217| OM1135 BARABOO FIRST PRESB CH SPIRE        APPROX. 0.9 KM 1553803.6 |
 OM1217| OM1137 BARABOO SAUK CO CTHSE TWR           APPROX. 0.8 KM 1691208.1 |
 OM1217| CI8967 BARABOO RM 2                         21.894 METERS 22515     |
 OM1217| OM1138 BARABOO STANDPIPE                    48.800 METERS 26901     |
 OM1217| CI8965 BARABOO AZ MK                                      3155036.8 |
 OM1217|---------------------------------------------------------------------|
 OM1217
 OM1217                          SUPERSEDED SURVEY CONTROL
 OM1217
 OM1217  NAD 83(1986)-  43 28 38.02693(N)    089 44 42.58222(W) AD(       ) 1
 OM1217  NAD 27      -  43 28 38.08800(N)    089 44 42.13500(W) AD(       ) 1
 OM1217
 OM1217.Superseded values are not recommended for survey control.
 OM1217
 OM1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1217.See file dsdata.pdf to determine how the superseded data were derived.
 OM1217
 OM1217_MARKER: DS = TRIANGULATION STATION DISK
 OM1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1217_STAMPING: BARABOO 1935
 OM1217_MARK LOGO: CGS
 OM1217_PROJECTION: FLUSH
 OM1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1217+STABILITY: SURFACE MOTION
 OM1217
 OM1217  HISTORY     - Date     Condition        Report By
 OM1217  HISTORY     - 1935     MONUMENTED       CGS
 OM1217  HISTORY     - 1990     GOOD             USPSQD
 OM1217  HISTORY     - 20020114 GOOD             NGS
 OM1217
 OM1217                          STATION DESCRIPTION
 OM1217
 OM1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1217'THIS STATION IS IN THE NORTH EDGE OF THE CITY OF BARABOO,
 OM1217'ON CHECKS HILL, ON LAND OWNED BY MRS. H.C. BLACK.  THE MARK
 OM1217'IS ABOUT 0.1 MILE NORTHNORTHWEST OF THE NORTH END OF BIRCH
 OM1217'STREET.  145 FEET EAST OF FACE OF STANDPIPE.  87 FEET WEST
 OM1217'SOUTHWEST OF SOUTHWEST CORNER OF MRS. BLACKS HOUSE.  21 FEET WEST
 OM1217'OF CENTERLINE OF DRIVEWAY AT CURVE.  17 FEET SOUTH OF A
 OM1217'CLUMP OF CEDAR TREES.  17 FEET WEST OF WEST EDGE OF LAWN.
 OM1217'THE MARK IS FLUSH.
 OM1217'
 OM1217'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OM1217'TABLETS SET IN CONCRETE.
 OM1217'
 OM1217'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AT SOUTHWEST
 OM1217'CORNER OF LAWN.  2 FEET NORTH OF UTILITIES POLE.  93 FEET
 OM1217'SOUTHSOUTHWEST OF SOUTHWEST CORNER OF MRS. BLACKS HOUSE.
 OM1217'23 FEET EASTSOUTHEAST OF AN 18-INCH SLIPPERY ELM TREE.  THE
 OM1217'MARK IS FLUSH.
 OM1217'
 OM1217'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 32 FEET
 OM1217'WEST OF CENTERLINE OF DRIVEWAY.  9 FEET NORTHWEST OF AN 18-INCH
 OM1217'PINE TREE.  17 FEET SOUTHWEST OF AN 18-INCH ELM TREE.  THE MARK
 OM1217'IS FLUSH.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 83.56
 OM1217'FEET.
 OM1217'
 OM1217'THE AZIMUTH MARK IS NORTHWEST OF THE STATION IN SOUTHWEST
 OM1217'CORNER OF YARD WITH YELLOW HOUSE.  50 FEET SOUTH OF DRIVEWAY
 OM1217'TO HOUSE.  70 FEET WESTSOUTHWEST OF SOUTHWEST CORNER OF HOUSE.
 OM1217'12 FEET SOUTHWEST OF A 12-INCH CHERRY TREE.  30 FEET EAST
 OM1217'OF CENTERLINE OF GRAVEL ROAD.  THE MARK PROJECTS 3 INCHES.
 OM1217'
 OM1217'LIGHTS 47 FEET ABOVE STATION MERRIMAC COME INTO VIEW 64 FEET
 OM1217'ABOVE THIS STATION.
 OM1217'
 OM1217'LIGHTS 100 FEET ABOVE STATION DUNSE COME INTO VIEW 50 FEET
 OM1217'ABOVE THIS STATION.
 OM1217'
 OM1217'LIGHTS 100 FEET ABOVE STATION ISENBERG AND 87 FEET ABOVE DEVILS
 OM1217'LAKE ARE VISIBLE FROM THE GROUND AT THIS STATION.
 OM1217
 OM1217                          STATION RECOVERY (1990)
 OM1217
 OM1217'RECOVERY NOTE BY US POWER SQUADRON 1990 (DAH)
 OM1217'RECOVERED IN GOOD CONDITION.
 OM1217
 OM1217                          STATION RECOVERY (2002)
 OM1217
 OM1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OM1217'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1135 ***********************************************************************
 OM1135  DESIGNATION -  BARABOO FIRST PRESB CH SPIRE
 OM1135  PID         -  OM1135
 OM1135  STATE/COUNTY-  WI/SAUK
 OM1135  COUNTRY     -  US
 OM1135  USGS QUAD   -  BARABOO (2018)
 OM1135
 OM1135                         *CURRENT SURVEY CONTROL
 OM1135  ______________________________________________________________________
 OM1135* NAD 83(1991) POSITION- 43 28 11.21315(N) 089 44 25.89823(W)   ADJUSTED
 OM1135  ______________________________________________________________________
 OM1135  GEOID HEIGHT    -        -35.234 (meters)                     GEOID18
 OM1135  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 OM1135  HORZ ORDER      -  THIRD
 OM1135
 OM1135.The horizontal coordinates were established by classical geodetic methods
 OM1135.and adjusted by the National Geodetic Survey in November 1991.
 OM1135
 OM1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1135.GEOID18 height accuracy estimate available here.
 OM1135
 OM1135.Click photographs - Photos may exist for this station.
 OM1135
 OM1135.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1135
 OM1135. The following values were computed from the NAD 83(1991) position.
 OM1135
 OM1135;                    North         East     Units Scale Factor Converg.
 OM1135;SPC WI S     -   163,311.485   620,994.319   MT  0.99993326   +0 10 41.8
 OM1135;SPC WI S     -   535,797.76  2,037,378.86   sFT  0.99993326   +0 10 41.8
 OM1135;UTM  16      - 4,816,634.028   278,328.806   MT  1.00020447   -1 53 10.2
 OM1135
 OM1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7832816634(NAD 83)
 OM1135
 OM1135                          SUPERSEDED SURVEY CONTROL
 OM1135
 OM1135  NAD 83(1986)-  43 28 11.20586(N)    089 44 25.90360(W) AD(       ) 3
 OM1135  NAD 27      -  43 28 11.26700(N)    089 44 25.45700(W) AD(       ) 3
 OM1135
 OM1135.Superseded values are not recommended for survey control.
 OM1135
 OM1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1135.See file dsdata.pdf to determine how the superseded data were derived.
 OM1135
 OM1135_MARKER: 90 = CHURCH SPIRE
 OM1135
 OM1135  HISTORY     - Date     Condition        Report By
 OM1135  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1135  HISTORY     - 1958     GOOD             CGS
 OM1135  HISTORY     - 1960     GOOD             CGS
 OM1135  HISTORY     - 1988     GOOD             USPSQD
 OM1135  HISTORY     - 20001014 GOOD             USPSQD
 OM1135  HISTORY     - 20020114 GOOD             NGS
 OM1135
 OM1135                          STATION DESCRIPTION
 OM1135
 OM1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1135'THIS STATION IS THE TALL SLIM SPIRE ON THE FIRST PRESBYTERIAN
 OM1135'CHURCH IN THE TOWN OF BARABOO, WISCONSIN.  IT IS LOCATED ON
 OM1135'THE NORTHWEST CORNER OF THE CHURCH, ABOUT 60 FEET EAST OF THE
 OM1135'CENTERLINE OF ASH STREET, AND ABOUT 45 FEET SOUTH OF THE
 OM1135'CENTERLINE OF 3RD STREET.  THE CHURCH WAS ERECTED IN 1873 AND
 OM1135'THE SPIRE IS VERY PROMINENT.
 OM1135'
 OM1135'THE BASE OF THE SPIRE IS A YELLOW BRICK TOWER ABOUT 60 FEET
 OM1135'HIGH.  THE GREY SHINGLED SPIRE IS ABOUT 50 FEET HIGH AND HAS A
 OM1135'WHITE ORNAMENT AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 110
 OM1135'FEET.
 OM1135
 OM1135                          STATION RECOVERY (1958)
 OM1135
 OM1135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1135'THE STATION WAS RECOVERED IN GOOD CONDITION BUT THE BASE OF
 OM1135'THE SPIRE HAS BEEN PAINTED PINK INSTEAD OF YELLOW AS PREVIOUSLY
 OM1135'DESCRIBED.
 OM1135
 OM1135                          STATION RECOVERY (1960)
 OM1135
 OM1135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 OM1135'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OM1135
 OM1135                          STATION RECOVERY (1988)
 OM1135
 OM1135'RECOVERY NOTE BY US POWER SQUADRON 1988 (DAH)
 OM1135'RECOVERED IN GOOD CONDITION.
 OM1135
 OM1135                          STATION RECOVERY (2000)
 OM1135
 OM1135'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM1135'ORNAMENT IS NOW A GOLD COLORED CROSS AT THE APEX.
 OM1135
 OM1135                          STATION RECOVERY (2002)
 OM1135
 OM1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OM1135'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5697 ***********************************************************************
 DH5697  DESIGNATION -  BARABOO GPS
 DH5697  PID         -  DH5697
 DH5697  STATE/COUNTY-  WI/SAUK
 DH5697  COUNTRY     -  US
 DH5697  USGS QUAD   -  NORTH FREEDOM (2018)
 DH5697
 DH5697                         *CURRENT SURVEY CONTROL
 DH5697  ______________________________________________________________________
 DH5697* NAD 83(2011) POSITION- 43 28 03.34277(N) 089 46 18.75114(W)   ADJUSTED
 DH5697* NAD 83(2011) ELLIP HT-   252.196 (meters)        (06/27/12)   ADJUSTED
 DH5697* NAD 83(2011) EPOCH   -  2010.00
 DH5697* NAVD 88 ORTHO HEIGHT -   287.406 (meters)      942.93  (feet) ADJUSTED
 DH5697  ______________________________________________________________________
 DH5697  GEOID HEIGHT    -        -35.210 (meters)                     GEOID18
 DH5697  NAD 83(2011) X  -     18,460.511 (meters)                     COMP
 DH5697  NAD 83(2011) Y  - -4,636,516.121 (meters)                     COMP
 DH5697  NAD 83(2011) Z  -  4,365,523.038 (meters)                     COMP
 DH5697  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 DH5697  DYNAMIC HEIGHT  -        287.329 (meters)      942.68  (feet) COMP
 DH5697  MODELED GRAVITY -    980,343.6   (mgal)                       NAVD 88
 DH5697
 DH5697  VERT ORDER      -  SECOND    CLASS I
 DH5697
 DH5697  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5697  Standards:
 DH5697         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5697            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5697  -------------------------------------------------------------------
 DH5697  NETWORK    0.25   0.35           0.11   0.09   0.18      0.01928042
 DH5697  -------------------------------------------------------------------
 DH5697  Click here for local accuracies and other accuracy information.
 DH5697
 DH5697.The horizontal coordinates were established by GPS observations
 DH5697.and adjusted by the National Geodetic Survey in June 2012.
 DH5697
 DH5697.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5697.been affixed to the stable North American tectonic plate. See 
 DH5697.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5697
 DH5697.The horizontal coordinates are valid at the epoch date displayed above
 DH5697.which is a decimal equivalence of Year/Month/Day.
 DH5697
 DH5697.The orthometric height was determined by differential leveling and
 DH5697.adjusted by the WI DEPT OF TRANSP
 DH5697.in May 2012.
 DH5697
 DH5697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5697.GEOID18 height accuracy estimate available here.
 DH5697
 DH5697.Click photographs - Photos may exist for this station.
 DH5697
 DH5697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5697
 DH5697.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5697
 DH5697.The ellipsoidal height was determined by GPS observations
 DH5697.and is referenced to NAD 83.
 DH5697
 DH5697.The dynamic height is computed by dividing the NAVD 88
 DH5697.geopotential number by the normal gravity value computed on the
 DH5697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5697.degrees latitude (g = 980.6199 gals.).
 DH5697
 DH5697.The modeled gravity was interpolated from observed gravity values.
 DH5697
 DH5697. The following values were computed from the NAD 83(2011) position.
 DH5697
 DH5697;                    North         East     Units Scale Factor Converg.
 DH5697;SPC WI S     -   163,061.193   618,458.575   MT  0.99993322   +0 09 24.3
 DH5697;SPC WI S     -   534,976.60  2,029,059.51   sFT  0.99993322   +0 09 24.3
 DH5697;UTM  16      - 4,816,475.202   275,784.984   MT  1.00021843   -1 54 27.7
 DH5697
 DH5697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5697!SPC WI S     -   0.99996045  x   0.99993322  =   0.99989368
 DH5697!UTM  16      -   0.99996045  x   1.00021843  =   1.00017887
 DH5697
 DH5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7578416475(NAD 83)
 DH5697
 DH5697                          SUPERSEDED SURVEY CONTROL
 DH5697
 DH5697  NAD 83(2007)-  43 28 03.34282(N)    089 46 18.75196(W) AD(2002.00) 0
 DH5697  ELLIP H (02/10/07)  252.228  (m)                       GP(2002.00)    
 DH5697  NAD 83(1997)-  43 28 03.34273(N)    089 46 18.75237(W) AD(       ) 1
 DH5697  ELLIP H (08/01/05)  252.228  (m)                       GP(       ) 2 1
 DH5697  NAVD 88             287.39   (m)          942.9    (f) LEVELING    3  
 DH5697  NAVD 88 (04/20/07)  287.389  (m)          942.88   (f) SUPERSEDED  2 1
 DH5697
 DH5697.Superseded values are not recommended for survey control.
 DH5697
 DH5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5697.See file dsdata.pdf to determine how the superseded data were derived.
 DH5697
 DH5697_MARKER: DD = SURVEY DISK
 DH5697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5697_STAMPING: BARABOO GPS 2004
 DH5697_MARK LOGO: WIDT
 DH5697_PROJECTION: FLUSH
 DH5697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5697+STABILITY: SURFACE MOTION
 DH5697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5697+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2016
 DH5697
 DH5697  HISTORY     - Date     Condition        Report By
 DH5697  HISTORY     - 2004     MONUMENTED       WIDT
 DH5697  HISTORY     - 20051228 GOOD             WIDT
 DH5697  HISTORY     - 20081117 GOOD             WIDT
 DH5697  HISTORY     - 20101101 GOOD             JCLS
 DH5697  HISTORY     - 20160513 GOOD             ASMINC
 DH5697
 DH5697                          STATION DESCRIPTION
 DH5697
 DH5697'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5697'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 DH5697'HIGHWAY 33 NORTH  WITH STATE HIGHWAY 136 AND STATE HIGHWAY 33 SOUTH
 DH5697'(LINN STREET) IN THE VILLAGE OF WEST  BARABOO, GO SOUTH ON US HIGHWAY
 DH5697'12 FOR 0.5 MI TO HATCHERY ROAD ON THE RIGHT AND  CARPENTER STREET ON
 DH5697'THE LEFT, TURN RIGHT AND GO WEST ON HATCHERY ROAD FOR 0.15 MI TO  THE
 DH5697'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5697'TRANSPORTATION GEODETIC SURVEY CONTROL STATION SET IN THE TOP OF A
 DH5697'43-CM ROUND  CONCRETE POST LOCATED WITHIN THE RIGHT OF WAY ABOUT LEVEL
 DH5697'WITH THE ROAD SURFACE.  THE  STATION IS 8.0 M SOUTH OF THE CENTERLINE
 DH5697'OF HATCHERY ROAD, 41.3 M WEST OF A WOOD POST  FOR A --STOP AHEAD--
 DH5697'SIGN, 28.6 M SOUTHEAST OF POWER POLE --12-6-34.3 34/0--, 1 M NORTH OF
 DH5697'A  CULTIVATED FIELD, AND 1.0 M EAST AND WEST OF TWO ORANGE 4X4 PLASTIC
 DH5697'WITNESS POSTS.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5697'EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5697
 DH5697                          STATION RECOVERY (2005)
 DH5697
 DH5697'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5697'RECOVERED AS DESCRIBED.
 DH5697
 DH5697                          STATION RECOVERY (2008)
 DH5697
 DH5697'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5697'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 28.8 M WEST OF THE
 DH5697'CENTERLINE OF COMMERCE AVENUE.
 DH5697
 DH5697                          STATION RECOVERY (2010)
 DH5697
 DH5697'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DH5697'RECOVERED IN GOOD CONDITION.
 DH5697
 DH5697                          STATION RECOVERY (2016)
 DH5697
 DH5697'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2016 (TP)
 DH5697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5391 ***********************************************************************
 DH5391  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5391  DESIGNATION -  BARABOO N GPS
 DH5391  PID         -  DH5391
 DH5391  STATE/COUNTY-  WI/SAUK
 DH5391  COUNTRY     -  US
 DH5391  USGS QUAD   -  NORTH FREEDOM (2018)
 DH5391
 DH5391                         *CURRENT SURVEY CONTROL
 DH5391  ______________________________________________________________________
 DH5391* NAD 83(2011) POSITION- 43 26 56.33701(N) 089 48 31.09271(W)   ADJUSTED
 DH5391* NAD 83(2011) ELLIP HT-   260.330 (meters)        (06/27/12)   ADJUSTED
 DH5391* NAD 83(2011) EPOCH   -  2010.00
 DH5391* NAVD 88 ORTHO HEIGHT -   295.46  (meters)      969.4   (feet) GPS OBS
 DH5391  ______________________________________________________________________
 DH5391  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5391  GEOID HEIGHT    -        -35.129 (meters)                     GEOID12A
 DH5391  GEOID HEIGHT    -        -35.131 (meters)                     GEOID18
 DH5391  NAD 83(2011) X  -     15,490.442 (meters)                     COMP
 DH5391  NAD 83(2011) Y  - -4,637,955.323 (meters)                     COMP
 DH5391  NAD 83(2011) Z  -  4,364,027.532 (meters)                     COMP
 DH5391  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 DH5391
 DH5391  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5391  Standards:
 DH5391         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5391            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5391  -------------------------------------------------------------------
 DH5391  NETWORK    0.30   0.43           0.13   0.11   0.22      0.00838866
 DH5391  -------------------------------------------------------------------
 DH5391  Click here for local accuracies and other accuracy information.
 DH5391
 DH5391.The horizontal coordinates were established by GPS observations
 DH5391.and adjusted by the National Geodetic Survey in June 2012.
 DH5391
 DH5391.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5391.been affixed to the stable North American tectonic plate. See 
 DH5391.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5391
 DH5391.The horizontal coordinates are valid at the epoch date displayed above
 DH5391.which is a decimal equivalence of Year/Month/Day.
 DH5391
 DH5391.The orthometric height was determined by GPS observations and a
 DH5391.high-resolution geoid model using precise GPS observation and
 DH5391.processing techniques.
 DH5391
 DH5391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5391.GEOID18 height accuracy estimate available here.
 DH5391
 DH5391.Click photographs - Photos may exist for this station.
 DH5391
 DH5391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5391
 DH5391.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5391
 DH5391.The ellipsoidal height was determined by GPS observations
 DH5391.and is referenced to NAD 83.
 DH5391
 DH5391. The following values were computed from the NAD 83(2011) position.
 DH5391
 DH5391;                    North         East     Units Scale Factor Converg.
 DH5391;SPC WI S     -   160,985.952   615,488.787   MT  0.99993289   +0 07 53.4
 DH5391;SPC WI S     -   528,168.08  2,019,316.13   sFT  0.99993289   +0 07 53.4
 DH5391;UTM  16      - 4,814,507.695   272,741.483   MT  1.00023533   -1 55 56.5
 DH5391
 DH5391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5391!SPC WI S     -   0.99995918  x   0.99993289  =   0.99989207
 DH5391!UTM  16      -   0.99995918  x   1.00023533  =   1.00019450
 DH5391
 DH5391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7274114507(NAD 83)
 DH5391
 DH5391                          SUPERSEDED SURVEY CONTROL
 DH5391
 DH5391  NAD 83(2007)-  43 26 56.33707(N)    089 48 31.09353(W) AD(2002.00) 0
 DH5391  ELLIP H (02/10/07)  260.361  (m)                       GP(2002.00)    
 DH5391  NAD 83(1997)-  43 26 56.33698(N)    089 48 31.09395(W) AD(       ) 1
 DH5391  ELLIP H (08/01/05)  260.360  (m)                       GP(       ) 2 1
 DH5391  NAVD 88 (07/26/07)  295.44   (m)  GEOID03  model used  GPS OBS        
 DH5391
 DH5391.Superseded values are not recommended for survey control.
 DH5391
 DH5391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5391.See file dsdata.pdf to determine how the superseded data were derived.
 DH5391
 DH5391_MARKER: DD = SURVEY DISK
 DH5391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5391_STAMPING: BARABOO N GPS 2004
 DH5391_MARK LOGO: WIDT
 DH5391_PROJECTION: FLUSH
 DH5391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5391+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2008
 DH5391
 DH5391  HISTORY     - Date     Condition        Report By
 DH5391  HISTORY     - 2004     MONUMENTED       WIDT
 DH5391  HISTORY     - 20081117 GOOD             WIDT
 DH5391
 DH5391                          STATION DESCRIPTION
 DH5391
 DH5391'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5391'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY PF AND COUNTY
 DH5391'HIGHWAY W  WEST WITH COUNTY HIGHWAY W EAST ABOUT 6 MI WEST-SOUTHWEST
 DH5391'OF THE CITY OF BARABOO, GO  EAST ON COUNTY HIGHWAY W FOR 2.9 MI TO
 DH5391'HAPPY HILL ROAD ON THE RIGHT, CONTINUE NORTH ON  COUNTY HIGHWAY W FOR
 DH5391'0.1 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE  WISCONSIN
 DH5391'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION SET IN
 DH5391'THE  TOP OF A 43-CM DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT OF
 DH5391'WAY ABOUT 1 M ABOVE  THE HIGHWAY PAVEMENT.  THE STATION IS 11.6 M WEST
 DH5391'OF THE CENTERLINE OF COUNTY HIGHWAY  W, 46.2 M SOUTH-SOUTHWEST OF A
 DH5391'WOOD POST FOR A --40 M.P.H. CURVE-- SIGN, 43 M NORTH OF THE
 DH5391'CENTERLINE OF A FIELD ENTRANCE, 29.0 M SOUTHWEST OF A POWER POLE, AND
 DH5391'1.0 M WEST,  NORTHEAST, AND SOUTHEAST OF THREE ORANGE 4X4 PLASTIC
 DH5391'WITNESS POSTS.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTION
 DH5391'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH5391
 DH5391                          STATION RECOVERY (2008)
 DH5391
 DH5391'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5391'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- TO
 DH5391'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH COUNTY
 DH5391'HIGHWAY W WEST AND BUSINESS HIGHWAY 12 EAST ON THE SOUTHWEST SIDE OF
 DH5391'THE CITY OF BARABOO, GO WEST ON COUNTY HIGHWAY W FOR 2.4 MILES TO
 DH5391'COUNTY HIGHWAY W CURVING SOUTH AND HOOT OWL VALLEY ROAD RIGHT,
 DH5391'CONTINUE SOUTH ON COUNTY HIGHWAY W FOR 0.22 MILE TO THE STATION ON THE
 DH5391'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1137 ***********************************************************************
 OM1137  DESIGNATION -  BARABOO SAUK CO CTHSE TWR
 OM1137  PID         -  OM1137
 OM1137  STATE/COUNTY-  WI/SAUK
 OM1137  COUNTRY     -  US
 OM1137  USGS QUAD   -  BARABOO (2018)
 OM1137
 OM1137                         *CURRENT SURVEY CONTROL
 OM1137  ______________________________________________________________________
 OM1137* NAD 83(1991) POSITION- 43 28 13.40384(N) 089 44 36.12678(W)   ADJUSTED
 OM1137  ______________________________________________________________________
 OM1137  GEOID HEIGHT    -        -35.233 (meters)                     GEOID18
 OM1137  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 OM1137  HORZ ORDER      -  THIRD
 OM1137
 OM1137.The horizontal coordinates were established by classical geodetic methods
 OM1137.and adjusted by the National Geodetic Survey in November 1991.
 OM1137
 OM1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1137.GEOID18 height accuracy estimate available here.
 OM1137
 OM1137.Click photographs - Photos may exist for this station.
 OM1137
 OM1137.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1137
 OM1137. The following values were computed from the NAD 83(1991) position.
 OM1137
 OM1137;                    North         East     Units Scale Factor Converg.
 OM1137;SPC WI S     -   163,378.377   620,764.221   MT  0.99993327   +0 10 34.8
 OM1137;SPC WI S     -   536,017.23  2,036,623.95   sFT  0.99993327   +0 10 34.8
 OM1137;UTM  16      - 4,816,709.186   278,101.205   MT  1.00020571   -1 53 17.3
 OM1137
 OM1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7810116709(NAD 83)
 OM1137
 OM1137                          SUPERSEDED SURVEY CONTROL
 OM1137
 OM1137  NAD 83(1986)-  43 28 13.39667(N)    089 44 36.13213(W) AD(       ) 3
 OM1137  NAD 27      -  43 28 13.45800(N)    089 44 35.68500(W) AD(       ) 3
 OM1137
 OM1137.Superseded values are not recommended for survey control.
 OM1137
 OM1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1137.See file dsdata.pdf to determine how the superseded data were derived.
 OM1137
 OM1137_MARKER: 55 = TOWER
 OM1137
 OM1137  HISTORY     - Date     Condition        Report By
 OM1137  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1137  HISTORY     - 1958     GOOD             CGS
 OM1137  HISTORY     - 1960     GOOD             CGS
 OM1137  HISTORY     - 1988     GOOD             USPSQD
 OM1137  HISTORY     - 20001014 GOOD             USPSQD
 OM1137  HISTORY     - 20020114 GOOD             NGS
 OM1137
 OM1137                          STATION DESCRIPTION
 OM1137
 OM1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1137'THIS STATION IS THE TOWER ON THE SAUK COUNTY COURTHOUSE, IN
 OM1137'THE TOWN OF BARABOO, WISCONSIN.  IT IS LOCATED IN THE CENTER
 OM1137'OF THE SQUARE, ABOUT 245 FEET WEST OF THE CENTERLINE OF OAK
 OM1137'STREET, AND ABOUT 180 FEET SOUTH OF THE CENTERLINE OF 4TH STREET.
 OM1137'THE TOWER WAS ERECTED IN 1905 AND IS FAIRLY PROMINENT.
 OM1137'
 OM1137'THE COURTHOUSE IS ABOUT 60 FEET HIGH.  THE CUPOLA SETS ON AN
 OM1137'OCTAGONAL BLACK BASE ABOUT 2 FEET HIGH.  THE CUPOLA IS AN OPEN
 OM1137'STRUCTURE ABOUT 10 FEET HIGH WITH SQUARE GREEN POST AND GRILLED
 OM1137'OPENINGS.  IT HAS A GREEN LEDGE AROUND THE TOP.  AT THE TOP OF
 OM1137'THE CUPOLA THERE IS A TOWER WITH LARGE WHITE CLOCK DIALS AND
 OM1137'BUTTRESSES AT THE CORNERS.  THIS TOWER IS ABOUT 8 FEET HIGH.
 OM1137'THE LOW GREEN DOME-SHAPED ROOF IS ABOUT 3 FEET HIGH AND HAS
 OM1137'A LARGE GREEN BALL AND 12-FOOT GREEN FLAGSTAFF AT ITS APEX.
 OM1137'THE TOTAL HEIGHT IS ABOUT 90 FEET.
 OM1137
 OM1137                          STATION RECOVERY (1958)
 OM1137
 OM1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1137'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OM1137
 OM1137                          STATION RECOVERY (1960)
 OM1137
 OM1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 OM1137'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OM1137
 OM1137                          STATION RECOVERY (1988)
 OM1137
 OM1137'RECOVERY NOTE BY US POWER SQUADRON 1988 (DAH)
 OM1137'RECOVERED IN GOOD CONDITION.
 OM1137
 OM1137                          STATION RECOVERY (2000)
 OM1137
 OM1137'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM1137'CHANGES ARE OF COLOR SCHEME.  OCTAGONAL BASE IS IVORY COLORED, 2 FT.
 OM1137'HIGH, OPEN CUPOLA, 10 FT HIIGH WITH SQUARE IVORY COLORED POST AND
 OM1137'GRILLED OPENINGS. IVORY LEDGE AROUND THE TOP. LOW GREEN DOME-SHAPED
 OM1137'ROOF IS 3 FT HIGH WITH LARGE WHITE BALL AND 12 FT BLACK FLAGSTAFF AT
 OM1137'THE APEX.
 OM1137
 OM1137                          STATION RECOVERY (2002)
 OM1137
 OM1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OM1137'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1138 ***********************************************************************
 OM1138  DESIGNATION -  BARABOO STANDPIPE
 OM1138  PID         -  OM1138
 OM1138  STATE/COUNTY-  WI/SAUK
 OM1138  COUNTRY     -  US
 OM1138  USGS QUAD   -  BARABOO (2018)
 OM1138
 OM1138                         *CURRENT SURVEY CONTROL
 OM1138  ______________________________________________________________________
 OM1138* NAD 83(1991) POSITION- 43 28 38.00741(N) 089 44 44.74778(W)   ADJUSTED
 OM1138* NAVD 88 ORTHO HEIGHT -   350.    (meters)     1148.    (feet) SCALED
 OM1138  ______________________________________________________________________
 OM1138  GEOID HEIGHT    -        -35.244 (meters)                     GEOID18
 OM1138  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 OM1138  HORZ ORDER      -  SECOND
 OM1138
 OM1138.The horizontal coordinates were established by classical geodetic methods
 OM1138.and adjusted by the National Geodetic Survey in November 1991.
 OM1138
 OM1138.The orthometric height was scaled from a topographic map.
 OM1138
 OM1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1138.GEOID18 height accuracy estimate available here.
 OM1138
 OM1138.Click photographs - Photos may exist for this station.
 OM1138
 OM1138.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1138
 OM1138. The following values were computed from the NAD 83(1991) position.
 OM1138
 OM1138;                    North         East     Units Scale Factor Converg.
 OM1138;SPC WI S     -   164,137.036   620,568.148   MT  0.99993342   +0 10 28.9
 OM1138;SPC WI S     -   538,506.26  2,035,980.67   sFT  0.99993342   +0 10 28.9
 OM1138;UTM  16      - 4,817,474.626   277,932.545   MT  1.00020663   -1 53 24.1
 OM1138
 OM1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1138!SPC WI S     -   0.99995065  x   0.99993342  =   0.99988407
 OM1138!UTM  16      -   0.99995065  x   1.00020663  =   1.00015727
 OM1138
 OM1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7793217474(NAD 83)
 OM1138
 OM1138                          SUPERSEDED SURVEY CONTROL
 OM1138
 OM1138  NAD 83(1986)-  43 28 37.99989(N)    089 44 44.75328(W) AD(       ) 2
 OM1138  NAD 27      -  43 28 38.06100(N)    089 44 44.30600(W) AD(       ) 2
 OM1138
 OM1138.Superseded values are not recommended for survey control.
 OM1138
 OM1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1138.See file dsdata.pdf to determine how the superseded data were derived.
 OM1138
 OM1138_MARKER: 52 = STANDPIPE TANK
 OM1138
 OM1138  HISTORY     - Date     Condition        Report By
 OM1138  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1138  HISTORY     - 1958     GOOD             CGS
 OM1138  HISTORY     - 1990     GOOD             USPSQD
 OM1138  HISTORY     - 20001014 GOOD             USPSQD
 OM1138  HISTORY     - 20020114 GOOD             NGS
 OM1138
 OM1138                          STATION DESCRIPTION
 OM1138
 OM1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1138'THE STATION WAS RECOVERED IN GOOD CONDITION.
 OM1138
 OM1138                          STATION RECOVERY (1990)
 OM1138
 OM1138'RECOVERY NOTE BY US POWER SQUADRON 1990 (DAH)
 OM1138'RECOVERED IN GOOD CONDITION.
 OM1138
 OM1138                          STATION RECOVERY (2000)
 OM1138
 OM1138'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM1138'ROUND STEEL TANK WITH CATWALK AND HANDRAIL AROUND THE TOP. 13 PANELS
 OM1138'CREATE A 52FT HIGH STRUCTURE.
 OM1138
 OM1138                          STATION RECOVERY (2002)
 OM1138
 OM1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OM1138'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1265 ***********************************************************************
 OM1265  DESIGNATION -  BARAPORT
 OM1265  PID         -  OM1265
 OM1265  STATE/COUNTY-  WI/SAUK
 OM1265  COUNTRY     -  US
 OM1265  USGS QUAD   -  WISCONSIN DELLS SOUTH (2018)
 OM1265
 OM1265                         *CURRENT SURVEY CONTROL
 OM1265  ______________________________________________________________________
 OM1265* NAD 83(2011) POSITION- 43 31 44.21224(N) 089 46 12.84376(W)   ADJUSTED
 OM1265* NAD 83(2011) ELLIP HT-   258.580 (meters)        (06/27/12)   ADJUSTED
 OM1265* NAD 83(2011) EPOCH   -  2010.00
 OM1265* NAVD 88 ORTHO HEIGHT -   293.900 (meters)      964.24  (feet) ADJUSTED
 OM1265  ______________________________________________________________________
 OM1265  GEOID HEIGHT    -        -35.314 (meters)                     GEOID18
 OM1265  NAD 83(2011) X  -     18,574.502 (meters)                     COMP
 OM1265  NAD 83(2011) Y  - -4,631,828.101 (meters)                     COMP
 OM1265  NAD 83(2011) Z  -  4,370,472.234 (meters)                     COMP
 OM1265  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 OM1265  DYNAMIC HEIGHT  -        293.822 (meters)      963.98  (feet) COMP
 OM1265  MODELED GRAVITY -    980,347.7   (mgal)                       NAVD 88
 OM1265
 OM1265  VERT ORDER      -  SECOND    CLASS I
 OM1265
 OM1265  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1265  Standards:
 OM1265         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1265            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1265  -------------------------------------------------------------------
 OM1265  NETWORK    0.25   0.35           0.11   0.09   0.18      0.07357882
 OM1265  -------------------------------------------------------------------
 OM1265  Click here for local accuracies and other accuracy information.
 OM1265
 OM1265.This mark is at Baraboo Wisconsin Dells Airport (DLL)
 OM1265
 OM1265.The horizontal coordinates were established by GPS observations
 OM1265.and adjusted by the National Geodetic Survey in June 2012.
 OM1265
 OM1265.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1265.been affixed to the stable North American tectonic plate. See 
 OM1265.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1265
 OM1265.The horizontal coordinates are valid at the epoch date displayed above
 OM1265.which is a decimal equivalence of Year/Month/Day.
 OM1265
 OM1265.The orthometric height was determined by differential leveling and
 OM1265.adjusted by the WI DEPT OF TRANSP
 OM1265.in May 2012.
 OM1265
 OM1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1265.GEOID18 height accuracy estimate available here.
 OM1265
 OM1265.Click photographs - Photos may exist for this station.
 OM1265
 OM1265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1265
 OM1265.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1265
 OM1265.The ellipsoidal height was determined by GPS observations
 OM1265.and is referenced to NAD 83.
 OM1265
 OM1265.The dynamic height is computed by dividing the NAVD 88
 OM1265.geopotential number by the normal gravity value computed on the
 OM1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1265.degrees latitude (g = 980.6199 gals.).
 OM1265
 OM1265.The modeled gravity was interpolated from observed gravity values.
 OM1265
 OM1265. The following values were computed from the NAD 83(2011) position.
 OM1265
 OM1265;                    North         East     Units Scale Factor Converg.
 OM1265;SPC WI S     -   169,877.510   618,572.570   MT  0.99993502   +0 09 28.3
 OM1265;SPC WI S     -   557,339.80  2,029,433.51   sFT  0.99993502   +0 09 28.3
 OM1265;UTM  16      - 4,823,284.910   276,144.681   MT  1.00021644   -1 54 31.4
 OM1265
 OM1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1265!SPC WI S     -   0.99995945  x   0.99993502  =   0.99989448
 OM1265!UTM  16      -   0.99995945  x   1.00021644  =   1.00017588
 OM1265
 OM1265:                Primary Azimuth Mark                     Grid Az
 OM1265:SPC WI S     -  BARAPORT AZ MK                           188 36 01.4
 OM1265:UTM  16      -  BARAPORT AZ MK                           190 40 01.1
 OM1265
 OM1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7614423284(NAD 83)
 OM1265
 OM1265|---------------------------------------------------------------------|
 OM1265| PID    Reference Object                     Distance      Geod. Az  |
 OM1265|                                                           dddmmss.s |
 OM1265| OM1266 BARAPORT AZ MK                      APPROX. 0.6 KM 1884529.7 |
 OM1265|---------------------------------------------------------------------|
 OM1265
 OM1265                          SUPERSEDED SURVEY CONTROL
 OM1265
 OM1265  NAD 83(2007)-  43 31 44.21229(N)    089 46 12.84457(W) AD(2002.00) 0
 OM1265  ELLIP H (02/10/07)  258.610  (m)                       GP(2002.00)    
 OM1265  NAD 83(1997)-  43 31 44.21224(N)    089 46 12.84501(W) AD(       ) 1
 OM1265  ELLIP H (08/01/05)  258.609  (m)                       GP(       ) 2 1
 OM1265  NAD 83(1997)-  43 31 44.21226(N)    089 46 12.84545(W) AD(       ) 1
 OM1265  ELLIP H (09/30/02)  258.629  (m)                       GP(       ) 4 1
 OM1265  NAD 83(1991)-  43 31 44.21114(N)    089 46 12.84539(W) AD(       ) 1
 OM1265  ELLIP H (08/19/91)  258.788  (m)                       GP(       ) 4 1
 OM1265  NAVD 88             293.88   (m)          964.2    (f) LEVELING    3  
 OM1265  NAVD 88 (04/20/07)  293.883  (m)          964.18   (f) SUPERSEDED  2 1
 OM1265  NGVD 29 (08/19/91)  294.0    (m)  UNKNOWN  model used  GPS OBS        
 OM1265
 OM1265.Superseded values are not recommended for survey control.
 OM1265
 OM1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1265.See file dsdata.pdf to determine how the superseded data were derived.
 OM1265
 OM1265_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1265_STAMPING: BARAPORT 1987
 OM1265_MARK LOGO: NGS
 OM1265_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1265+STABILITY: SURFACE MOTION
 OM1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1265+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 OM1265
 OM1265  HISTORY     - Date     Condition        Report By
 OM1265  HISTORY     - 1987     MONUMENTED       WIDT
 OM1265  HISTORY     - 19900830 GOOD
 OM1265  HISTORY     - 20001014 GOOD             USPSQD
 OM1265  HISTORY     - 20020114 GOOD             NGS
 OM1265  HISTORY     - 2004     GOOD             WIDT
 OM1265  HISTORY     - 20051228 GOOD             WIDT
 OM1265  HISTORY     - 20081118 GOOD             WIDT
 OM1265
 OM1265                          STATION DESCRIPTION
 OM1265
 OM1265'DESCRIBED BY WI DEPT OF TRANSP 1987
 OM1265'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) NORTH OF BARABOO, AT THE
 OM1265'BARABOO/WISCONSIN DELLS AIRPORT, ON THE EAST SIDE OF THE TAXIWAY AND
 OM1265'NEAR THE END OF RUNWAY 19.  OWNERSHIP--CITY OF BARABOO, CITY HALL,
 OM1265'BARABOO, WISCONSIN 53913, PHONE (608)-365-8361, AIRPORT MANAGER IS
 OM1265'ALAN KLAPMEIER, PHONE (608)-356-2270.
 OM1265'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 OM1265'HIGHWAY 33, ABOUT 5.0 KM (3.1 MI) NORTH OF BARABOO, GO NORTH ON U.S.
 OM1265'HIGHWAY 12 FOR 0.7 KM (0.4 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 OM1265'RIGHT, TURN RIGHT, EAST, ON THE ENTRANCE ROAD FOR 0.3 KM (0.2 MI) TO
 OM1265'A GATE AND OFFICE ON THE RIGHT, PASS THRU THE GATE ONTO THE APRON TO
 OM1265'THE JUNCTION OF THE TAXIWAYS, TURN LEFT, NORTH, ON THE TAXIWAY FOR
 OM1265'0.96 KM (0.60 MI) TO THE STATION ON THE RIGHT.
 OM1265'THE STATION IS LOCATED 30.2 M (99.1 FT) SOUTH OF THE CENTER OF RUNWAY
 OM1265'19, 42.6 M (139.8 FT) EAST OF A FIBERGLASS WITNESS POST, 19.9 M
 OM1265'(65.3 FT) SOUTH OF A TAXIWAY LIGHT, 14.9 M (48.9 FT) EAST OF THE
 OM1265'CENTERLINE OF THE TAXIWAY AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS
 OM1265'WITNESS POST.
 OM1265
 OM1265                          STATION RECOVERY (1990)
 OM1265
 OM1265'RECOVERED 1990
 OM1265'RECOVERED IN GOOD CONDITION.
 OM1265
 OM1265                          STATION RECOVERY (2000)
 OM1265
 OM1265'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM1265'RECOVERED IN GOOD CONDITION.
 OM1265
 OM1265                          STATION RECOVERY (2002)
 OM1265
 OM1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OM1265'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OM1265
 OM1265                          STATION RECOVERY (2004)
 OM1265
 OM1265'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1265'RECOVERED AS DESCRIBED.
 OM1265
 OM1265                          STATION RECOVERY (2005)
 OM1265
 OM1265'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 OM1265'RECOVERED AS DESCRIBED.
 OM1265
 OM1265                          STATION RECOVERY (2008)
 OM1265
 OM1265'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 OM1265'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M SOUTH OF A
 OM1265'WHITE PLASTIC WITNESS POST.  ---NOTE--FOR ACCESS TO THE STATION,
 OM1265'CONTACT BARABOO CITY HALL AT 608-355-2700 OR AIRPORT MANAGER BILL
 OM1265'MURPHY AT 608-356-2270.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1266 ***********************************************************************
 OM1266  PACS        -  This is a Primary Airport Control Station.
 OM1266  DESIGNATION -  BARAPORT AZ MK
 OM1266  PID         -  OM1266
 OM1266  STATE/COUNTY-  WI/SAUK
 OM1266  COUNTRY     -  US
 OM1266  USGS QUAD   -  WISCONSIN DELLS SOUTH (2018)
 OM1266
 OM1266                         *CURRENT SURVEY CONTROL
 OM1266  ______________________________________________________________________
 OM1266* NAD 83(2011) POSITION- 43 31 26.50733(N) 089 46 16.59232(W)   ADJUSTED
 OM1266* NAD 83(2011) ELLIP HT-   261.205 (meters)        (06/27/12)   ADJUSTED
 OM1266* NAD 83(2011) EPOCH   -  2010.00
 OM1266* NAVD 88 ORTHO HEIGHT -   296.506 (meters)      972.79  (feet) ADJUSTED
 OM1266  ______________________________________________________________________
 OM1266  GEOID HEIGHT    -        -35.307 (meters)                     GEOID18
 OM1266  NAD 83(2011) X  -     18,491.835 (meters)                     COMP
 OM1266  NAD 83(2011) Y  - -4,632,206.659 (meters)                     COMP
 OM1266  NAD 83(2011) Z  -  4,370,077.849 (meters)                     COMP
 OM1266  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 OM1266  DYNAMIC HEIGHT  -        296.428 (meters)      972.53  (feet) COMP
 OM1266  MODELED GRAVITY -    980,347.8   (mgal)                       NAVD 88
 OM1266
 OM1266  VERT ORDER      -  SECOND    CLASS I
 OM1266
 OM1266  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1266  Standards:
 OM1266         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1266            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1266  -------------------------------------------------------------------
 OM1266  NETWORK    0.86   1.51           0.39   0.30   0.77      0.00451177
 OM1266  -------------------------------------------------------------------
 OM1266  Click here for local accuracies and other accuracy information.
 OM1266
 OM1266.This mark is at Baraboo Wisconsin Dells Airport (DLL)
 OM1266
 OM1266.The horizontal coordinates were established by GPS observations
 OM1266.and adjusted by the National Geodetic Survey in June 2012.
 OM1266
 OM1266.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1266.been affixed to the stable North American tectonic plate. See 
 OM1266.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1266
 OM1266.The horizontal coordinates are valid at the epoch date displayed above
 OM1266.which is a decimal equivalence of Year/Month/Day.
 OM1266
 OM1266.The orthometric height was determined by differential leveling and
 OM1266.adjusted by the WI DEPT OF TRANSP
 OM1266.in May 2012.
 OM1266
 OM1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1266.GEOID18 height accuracy estimate available here.
 OM1266
 OM1266.Click photographs - Photos may exist for this station.
 OM1266
 OM1266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1266
 OM1266.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1266
 OM1266.The ellipsoidal height was determined by GPS observations
 OM1266.and is referenced to NAD 83.
 OM1266
 OM1266.The dynamic height is computed by dividing the NAVD 88
 OM1266.geopotential number by the normal gravity value computed on the
 OM1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1266.degrees latitude (g = 980.6199 gals.).
 OM1266
 OM1266.The modeled gravity was interpolated from observed gravity values.
 OM1266
 OM1266. The following values were computed from the NAD 83(2011) position.
 OM1266
 OM1266;                    North         East     Units Scale Factor Converg.
 OM1266;SPC WI S     -   169,330.908   618,489.900   MT  0.99993484   +0 09 25.8
 OM1266;SPC WI S     -   555,546.49  2,029,162.28   sFT  0.99993484   +0 09 25.8
 OM1266;UTM  16      - 4,822,741.492   276,042.326   MT  1.00021700   -1 54 33.3
 OM1266
 OM1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1266!SPC WI S     -   0.99995904  x   0.99993484  =   0.99989388
 OM1266!UTM  16      -   0.99995904  x   1.00021700  =   1.00017603
 OM1266
 OM1266:                Primary Azimuth Mark                     Grid Az
 OM1266:SPC WI S     -  BARAPORT                                 008 36 01.3
 OM1266:UTM  16      -  BARAPORT                                 010 40 00.4
 OM1266
 OM1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7604222741(NAD 83)
 OM1266
 OM1266|---------------------------------------------------------------------|
 OM1266| PID    Reference Object                     Distance      Geod. Az  |
 OM1266|                                                           dddmmss.s |
 OM1266| OM1265 BARAPORT                            APPROX. 0.6 KM 0084527.1 |
 OM1266|---------------------------------------------------------------------|
 OM1266
 OM1266                          SUPERSEDED SURVEY CONTROL
 OM1266
 OM1266  NAD 83(2007)-  43 31 26.50739(N)    089 46 16.59313(W) AD(2002.00) 0
 OM1266  ELLIP H (02/10/07)  261.236  (m)                       GP(2002.00)    
 OM1266  NAD 83(1997)-  43 31 26.50738(N)    089 46 16.59357(W) AD(       ) A
 OM1266  ELLIP H (04/28/99)  261.248  (m)                       GP(       ) 3 1
 OM1266  NAD 83(1991)-  43 31 26.50624(N)    089 46 16.59391(W) AD(       ) 1
 OM1266  ELLIP H (08/19/91)  261.400  (m)                       GP(       ) 4 1
 OM1266  NAVD 88 (04/20/07)  296.490  (m)          972.73   (f) SUPERSEDED  2 1
 OM1266  NAVD 88 (04/28/99)  296.50   (m)  GEOID96  model used  GPS OBS        
 OM1266  NGVD 29 (08/19/91)  296.55   (m)  UNKNOWN  model used  GPS OBS        
 OM1266
 OM1266.Superseded values are not recommended for survey control.
 OM1266
 OM1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1266.See file dsdata.pdf to determine how the superseded data were derived.
 OM1266
 OM1266_MARKER: DZ = AZIMUTH MARK DISK
 OM1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1266_STAMPING: BARAPORT AZ MK 1987
 OM1266_MARK LOGO: NGS
 OM1266_PROJECTION: FLUSH
 OM1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1266+STABILITY: SURFACE MOTION
 OM1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1266+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 OM1266
 OM1266  HISTORY     - Date     Condition        Report By
 OM1266  HISTORY     - 1987     MONUMENTED       WIHD
 OM1266  HISTORY     - 19900830 GOOD
 OM1266  HISTORY     - 19971203 GOOD             NGS
 OM1266  HISTORY     - 20001014 GOOD             USPSQD
 OM1266  HISTORY     - 20020114 GOOD             NGS
 OM1266  HISTORY     - 2004     GOOD             WIDT
 OM1266  HISTORY     - 20081118 GOOD             WIDT
 OM1266
 OM1266                          STATION DESCRIPTION
 OM1266
 OM1266'DESCRIBED BY WI HIGHWAY DEPT 1987
 OM1266'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) NORTH OF BARABOO, AT THE
 OM1266'BARABOO/WISCONSIN DELLS AIRPORT, ON THE EAST SIDE OF THE TAXIWAY AND
 OM1266'SOUTH OF A CROSSOVER.  OWNERSHIP--CITY OF BARABOO, CITY HALL,
 OM1266'BARABOO, WISCONSIN 53913, PHONE (608)-365-8361, AIRPORT MANAGER IS
 OM1266'ALAN KLAPMEIER, PHONE (608)-356-2270.
 OM1266'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 OM1266'HIGHWAY 33, ABOUT 5.0 KM (3.1 MI) NORTH OF BARABOO, GO NORTH ON U.S.
 OM1266'HIGHWAY 12 FOR 0.7 KM (0.4 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 OM1266'RIGHT, TURN RIGHT, EAST, ON THE ENTRANCE ROAD FOR 0.3 KM (0.2 MI) TO
 OM1266'A GATE AND OFFICE ON THE RIGHT, PASS THRU THE GATE ONTO THE APRON TO
 OM1266'THE JUNCTION OF THE TAXIWAYS, TURN LEFT, NORTH, ON THE TAXIWAY FOR
 OM1266'0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT.
 OM1266'THE STATION IS LOCATED 61.8 M (202.8 FT) EAST OF A FIBERGLASS WITNESS
 OM1266'POST, 30.7 M (100.7 FT) SOUTH OF THE SOUTH EDGE OF THE CROSSOVER,
 OM1266'25.4 M (83.3 FT) SOUTH OF THE CENTER 1 OF 3 TAXI LIGHTS, 22.8 M
 OM1266'(74.8 FT) SOUTHWEST OF THE SOUTH END OF A METAL PIPE CULVERT, 15.3 M
 OM1266'(50.2 FT) EAST OF THE CENTER OF THE TAXIWAY AND 0.3 M (1.0 FT) WEST
 OM1266'OF A FIBERGLASS WITNESS POST.
 OM1266
 OM1266                          STATION RECOVERY (1990)
 OM1266
 OM1266'RECOVERED 1990
 OM1266'RECOVERED IN GOOD CONDITION.
 OM1266
 OM1266                          STATION RECOVERY (1997)
 OM1266
 OM1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 OM1266'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 OM1266'BARABOO-WISCONSIN DELLS (DLL) AIRPORT.  THE STATION IS LOCATED ABOUT 6
 OM1266'KM (3.70 MI) NORTH OF BARABOO, 3.5 KM (2.15 MI) SOUTH OF INTERSTATE
 OM1266'HIGHWAY 90, AT THE BARABOO-WISCONSIN DELLS AIRPORT, IN THE SOUTHEAST
 OM1266'QUADRANT OF THE JUNCTION OF THE PARALLEL TAXI FOR RUNWAY 1-19 AND THE
 OM1266'SECOND CONNECTOR TAXI SOUTH OF RUNWAY END 19, AND JUST NORTH OF
 OM1266'MIDFIELD.  OWNERSHIP--CITY OF BARABOO, CITY HALL, BARABOO, WI 53913.
 OM1266'AIRPORT MANAGER IS MIKE OLAH.  PHONE 608-356-8361 OR 608-356-2270.
 OM1266'CONTACT HIM FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH
 OM1266'THE LOCKED GATE.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 OM1266'INTERSTATE HIGHWAY 90 AND U.S.  HIGHWAY 12 (EXIT 92) ABOUT 8 KM (4.95
 OM1266'MI) NORTH OF BARABOO, GO SOUTH ON HIGHWAY 12 FOR 3.67 KM (2.30 MI) TO
 OM1266'THE PAVED AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO EAST ON THE
 OM1266'ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO A GATE AT THE APRON AND THE
 OM1266'OFFICE ON THE RIGHT.  PASS THROUGH THE GATE AND PROCEED EAST ACROSS
 OM1266'THE APRON AND ALONG A CONNECTOR TAXIWAY FOR 0.21 KM (0.15 MI) TO THE
 OM1266'JUNCTION OF THE PARALLEL TAXIWAY.  TURN LEFT AND GO NORTH ALONG THE
 OM1266'TAXIWAY, CROSSING THE TURF RUNWAY FOR 0.52 KM (0.30 MI) TO THE STATION
 OM1266'ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 23 CM ROUND CONCRETE
 OM1266'POST RECESSED 15 CM BELOW THE GROUND.  IT IS 64.2 M (210.6 FT) WEST OF
 OM1266'THE RUNWAY CENTER, 38.5 M (126.3 FT) SOUTH OF THE CONNECTOR TAXIWAY
 OM1266'CENTER, 29.9 M (98.1 FT) SOUTH OF THE WEST ONE OF THREE TAXIWAY LIGHTS
 OM1266'ALONG THE CONNECTOR, 22.8 M (74.8 FT) SOUTHWEST OF THE SOUTH END OF A
 OM1266'STEEL CULVERT UNDER THE CONNECTOR, 15.2 M (49.9 FT) EAST OF THE
 OM1266'PARALLEL TAXIWAY CENTER, 9.2 M (30.2 FT) EAST OF THE EAST EDGE OF THE
 OM1266'PARALLEL TAXIWAY, AND 0.2 M (0.7 FT) WEST OF A FIBERGLASS WITNESS
 OM1266'POST.
 OM1266
 OM1266                          STATION RECOVERY (2000)
 OM1266
 OM1266'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM1266'RECOVERED IN GOOD CONDITION.
 OM1266
 OM1266                          STATION RECOVERY (2002)
 OM1266
 OM1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OM1266'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OM1266
 OM1266                          STATION RECOVERY (2004)
 OM1266
 OM1266'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1266'RECOVERED AS DESCRIBED.
 OM1266
 OM1266                          STATION RECOVERY (2008)
 OM1266
 OM1266'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 OM1266'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M WEST OF A
 OM1266'WHITE PLASTIC WITNESS POST.  ---NOTE--FOR ACCESS TO THE STATION,
 OM1266'CONTACT BARABOO CITY HALL AT 608-355-2700 OR AIRPORT MANAGER BILL
 OM1266'MURPHY AT 608-356-2270.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0949 ***********************************************************************
 PN0949  DESIGNATION -  BARBER
 PN0949  PID         -  PN0949
 PN0949  STATE/COUNTY-  WI/OUTAGAMIE
 PN0949  COUNTRY     -  US
 PN0949  USGS QUAD   -  NEW LONDON (2018)
 PN0949
 PN0949                         *CURRENT SURVEY CONTROL
 PN0949  ______________________________________________________________________
 PN0949* NAD 83(1991) POSITION- 44 25 15.41038(N) 088 40 03.52993(W)   ADJUSTED
 PN0949* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 PN0949  ______________________________________________________________________
 PN0949  GEOID HEIGHT    -        -36.417 (meters)                     GEOID18
 PN0949  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 PN0949  HORZ ORDER      -  FIRST
 PN0949
 PN0949.The horizontal coordinates were established by classical geodetic methods
 PN0949.and adjusted by the National Geodetic Survey in November 1991.
 PN0949
 PN0949.The orthometric height was scaled from a topographic map.
 PN0949
 PN0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0949.GEOID18 height accuracy estimate available here.
 PN0949
 PN0949.Click photographs - Photos may exist for this station.
 PN0949
 PN0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0949
 PN0949. The following values were computed from the NAD 83(1991) position.
 PN0949
 PN0949;                    North         East     Units Scale Factor Converg.
 PN0949;SPC WI C     -    66,164.921   706,096.787   MT  0.99997207   +0 56 24.3
 PN0949;SPC WI C     -   217,076.08  2,316,585.88   sFT  0.99997207   +0 56 24.3
 PN0949;UTM  16      - 4,919,980.682   367,246.380   MT  0.99981673   -1 10 02.6
 PN0949
 PN0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0949!SPC WI C     -   0.99996918  x   0.99997207  =   0.99994125
 PN0949!UTM  16      -   0.99996918  x   0.99981673  =   0.99978592
 PN0949
 PN0949:                Primary Azimuth Mark                     Grid Az
 PN0949:SPC WI C     -  CHIO                                     070 48 00.1
 PN0949:UTM  16      -  CHIO                                     072 54 27.0
 PN0949
 PN0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6724619980(NAD 83)
 PN0949
 PN0949|---------------------------------------------------------------------|
 PN0949| PID    Reference Object                     Distance      Geod. Az  |
 PN0949|                                                           dddmmss.s |
 PN0949| PN0227 CHIO                                APPROX. 6.4 KM 0714424.4 |
 PN0949|---------------------------------------------------------------------|
 PN0949
 PN0949                          SUPERSEDED SURVEY CONTROL
 PN0949
 PN0949  NAD 83(1986)-  44 25 15.40648(N)    088 40 03.51840(W) AD(       ) 1
 PN0949  NAD 27      -  44 25 15.47400(N)    088 40 03.16900(W) AD(       ) 1
 PN0949
 PN0949.Superseded values are not recommended for survey control.
 PN0949
 PN0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0949.See file dsdata.pdf to determine how the superseded data were derived.
 PN0949
 PN0949_MARKER: DE = TRAVERSE STATION DISK
 PN0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0949_STAMPING: BARBER 1926
 PN0949_MARK LOGO: CGS
 PN0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0949+STABILITY: SURFACE MOTION
 PN0949
 PN0949  HISTORY     - Date     Condition        Report By
 PN0949  HISTORY     - 1926     MONUMENTED       CGS
 PN0949  HISTORY     - 1935     GOOD             WIGS
 PN0949
 PN0949                          STATION DESCRIPTION
 PN0949
 PN0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0949'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY APPROXIMATELY
 PN0949'3 MILES E OF NEW LONDON, 1/4 MILE N OF STATE HIGHWAY 54, ON
 PN0949'CURVE ABOUT 300 METERS E OF ROAD CROSSING WHICH LEADS N FROM
 PN0949'THE HIGHWAY AT POINT OF INTERSECTION OF E TANGENT ON S RAIL
 PN0949'AND W TANGENT ON N RAIL.
 PN0949'
 PN0949'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0949'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0949
 PN0949                          STATION RECOVERY (1935)
 PN0949
 PN0949'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PN0949'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 PN0949'DESCRIPTION IS ADEQUATE.
 PN0949'
 PN0949'NOTE--STATE HIGHWAY 54 NOW RUNS ABOUT 30 METERS N OF THE
 PN0949'RAILROAD AT THIS POINT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0795 ***********************************************************************
 RM0795  DESIGNATION -  BARK
 RM0795  PID         -  RM0795
 RM0795  STATE/COUNTY-  WI/BAYFIELD
 RM0795  COUNTRY     -  US
 RM0795  USGS QUAD   -  BARK BAY OE N (2018)
 RM0795
 RM0795                         *CURRENT SURVEY CONTROL
 RM0795  ______________________________________________________________________
 RM0795* NAD 83(1996) POSITION- 46 53 08.43158(N) 091 10 50.61075(W)   ADJUSTED
 RM0795* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 RM0795  ______________________________________________________________________
 RM0795  GEOID HEIGHT    -        -31.039 (meters)                     GEOID18
 RM0795  LAPLACE CORR    -         -5.38  (seconds)                    DEFLEC18
 RM0795  HORZ ORDER      -  SECOND
 RM0795
 RM0795.The horizontal coordinates were established by classical geodetic methods
 RM0795.and adjusted by the National Geodetic Survey in March 1999.
 RM0795
 RM0795.The orthometric height was scaled from a topographic map.
 RM0795
 RM0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0795.GEOID18 height accuracy estimate available here.
 RM0795
 RM0795.Click photographs - Photos may exist for this station.
 RM0795
 RM0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0795
 RM0795. The following values were computed from the NAD 83(1996) position.
 RM0795
 RM0795;                    North         East     Units Scale Factor Converg.
 RM0795;SPC WI N     -   191,737.134   510,008.555   MT  1.00002394   -0 51 06.3
 RM0795;SPC WI N     -   629,057.58  1,673,253.07   sFT  1.00002394   -0 51 06.3
 RM0795;UTM  15      - 5,194,066.380   638,604.660   MT  0.99983612   +1 19 41.8
 RM0795
 RM0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0795!SPC WI N     -   0.99997570  x   1.00002394  =   0.99999964
 RM0795!UTM  15      -   0.99997570  x   0.99983612  =   0.99981183
 RM0795
 RM0795:                Primary Azimuth Mark                     Grid Az
 RM0795:SPC WI N     -  BEAR LAKE                                344 30 10.4
 RM0795:UTM  15      -  BEAR LAKE                                342 19 22.3
 RM0795
 RM0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3860494066(NAD 83)
 RM0795
 RM0795|---------------------------------------------------------------------|
 RM0795| PID    Reference Object                     Distance      Geod. Az  |
 RM0795|                                                           dddmmss.s |
 RM0795| CJ1837 BARK RM 1                             6.888 METERS 15801     |
 RM0795| CJ1838 BARK RM 2                             7.180 METERS 26927     |
 RM0795| SH0763 BEAR LAKE                           APPROX.45.3 KM 3433904.1 |
 RM0795|---------------------------------------------------------------------|
 RM0795
 RM0795                          SUPERSEDED SURVEY CONTROL
 RM0795
 RM0795  NAD 83(1991)-  46 53 08.43173(N)    091 10 50.60986(W) AD(       ) 2
 RM0795  NAD 83(1986)-  46 53 08.42452(N)    091 10 50.60336(W) AD(       ) 2
 RM0795  NAD 27      -  46 53 08.68300(N)    091 10 49.93500(W) AD(       ) 2
 RM0795
 RM0795.Superseded values are not recommended for survey control.
 RM0795
 RM0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0795.See file dsdata.pdf to determine how the superseded data were derived.
 RM0795
 RM0795_MARKER: DS = TRIANGULATION STATION DISK
 RM0795_SETTING: 66 = SET IN ROCK OUTCROP
 RM0795_STAMPING: BARK 1953
 RM0795_MARK LOGO: CGS
 RM0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0795+STABILITY: POSITION/ELEVATION WELL
 RM0795
 RM0795  HISTORY     - Date     Condition        Report By
 RM0795  HISTORY     - 1953     MONUMENTED       CGS
 RM0795  HISTORY     - 1963     GOOD             USGS
 RM0795  HISTORY     - 1977     GOOD             NGS
 RM0795
 RM0795                          STATION DESCRIPTION
 RM0795
 RM0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0795'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF THE
 RM0795'VILLAGE OF CORNUCOPIA AND 4-3/4 MILES NORTHEAST OF THE VILLAGE
 RM0795'OF HERBSTER.  IT IS 36 FEET SOUTHWEST OF THE NORTHEAST EDGE
 RM0795'OF OUTCROPPING BEDROCK AT WATERS EDGE, 27 FEET WEST OF THE
 RM0795'EAST EDGE OF OUTCROPPING BEDROCK AT WATERS EDGE AND 21 FEET
 RM0795'SOUTH OF THE NORTH EDGE OF OUTCROPPNG BEDROCK AT WATERS EDGE.
 RM0795'THE MARK IS FLUSH WITH THE SURFACE AND THE DISK IS STAMPED
 RM0795'BARK 1953.
 RM0795'
 RM0795'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION SET IN OUTCROPPING
 RM0795'BEDROCK.  THE MARK IS FLUSH WITH THE SURFACE AND THE DISK
 RM0795'IS STAMPED BARK NO 1 1953.
 RM0795'
 RM0795'REFERENCE MARK NO 2 IS WEST OF THE STATION SET IN OUTCROPPING
 RM0795'BEDROCK.  THE MARK IS FLUSH WITH THE SURFACE AND THE DISK IS
 RM0795'STAMPED BARK NO 2 1953.
 RM0795'
 RM0795'NO AZIMUTH MARK WAS SET.
 RM0795'
 RM0795'TO REACH FROM THE CROSSROADS IN THE VILLAGE OF HERBSTER, GO
 RM0795'EAST ON STATE HIGHWAY 13 FOR 0.4 MILE TO A SIDE ROAD LEFT (SIGN
 RM0795'J.J. NIGARD NURSERY), TURN LEFT (NORTH) FOR 0.4 MILE TO THE
 RM0795'EDGE OF THE LAKE, TURN RIGHT ON A GRADED ROAD FOR 4.7 MILES
 RM0795'TO THE END OF THE ROAD.  HERE TURN LEFT ON A PRIVATE DRIVE
 RM0795'FOR 0.2 MILE TO SEVERAL COTTAGES AND END OF DRIVE.  HERE PACK
 RM0795'NORTH PAST A VARNISHED LOG CABIN FOR ABOUT 100 YARDS TO STATION
 RM0795'AS DESCRIBED.
 RM0795'
 RM0795'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RM0795
 RM0795                          STATION RECOVERY (1963)
 RM0795
 RM0795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RM0795'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RM0795
 RM0795                          STATION RECOVERY (1977)
 RM0795
 RM0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0795'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 RM0795'CONDITION.  THE STATION IS ON A ROCKIE POINT ABOUT 10 FEET LOWER
 RM0795'THAN THE MAIN BANK AND IS ABOUT 75 YARDS NORTH-NORTHEAST OF A
 RM0795'HOUSE.
 RM0795'
 RM0795'TO REACH FROM THE CROSSROAD IN THE VILLAGE OF HERBSTER, GO EAST
 RM0795'ON STATE HIGHWAY 13 FOR 0.4 MILE TO A SIDE ROAD LEFT (SIGN BEACH
 RM0795'RESORT), TURN LEFT FOR 0.4 MILE TO THE EDGE OF LAKE AND A REVERSE
 RM0795'FORK.  TURN RIGHT AND GO FOR 4.7 MILES TO THE END OF MAIN
 RM0795'ROAD.  CONTINUE ON PRIVATE ROAD FOR 0.2 MILE TO HOUSES ON THE
 RM0795'RIGHT AND SIGN TROSTS BEACH HOUSE, FROM HERE PACK NNE FOR ABOUT
 RM0795'100 YARDS AND THE STATION ABOUT 10 FEET LOWER THAN THE MAIN AREA
 RM0795'ON A LOW ROCKIE LEDGE.
 RM0795'
 RM0795'THIS STATION SEES THE LAKE FROUND GOOD.
 RM0795'
 RM0795'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0795'ABOUT 4-1/2 MILES NW OF CORNUCOPIA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6140 ***********************************************************************
 DO6140  DESIGNATION -  BARK BAY GPS
 DO6140  PID         -  DO6140
 DO6140  STATE/COUNTY-  WI/BAYFIELD
 DO6140  COUNTRY     -  US
 DO6140  USGS QUAD   -  BARK BAY (2018)
 DO6140
 DO6140                         *CURRENT SURVEY CONTROL
 DO6140  ______________________________________________________________________
 DO6140* NAD 83(2011) POSITION- 46 50 34.51741(N) 091 12 08.45156(W)   ADJUSTED
 DO6140* NAD 83(2011) ELLIP HT-   159.274 (meters)        (05/27/14)   ADJUSTED
 DO6140* NAD 83(2011) EPOCH   -  2010.00
 DO6140* NAVD 88 ORTHO HEIGHT -   190.331 (meters)      624.44  (feet) ADJUSTED
 DO6140  ______________________________________________________________________
 DO6140  GEOID HEIGHT    -        -31.052 (meters)                     GEOID18
 DO6140  NAD 83(2011) X  -    -91,708.964 (meters)                     COMP
 DO6140  NAD 83(2011) Y  - -4,369,589.148 (meters)                     COMP
 DO6140  NAD 83(2011) Z  -  4,629,954.219 (meters)                     COMP
 DO6140  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 DO6140  DYNAMIC HEIGHT  -        190.342 (meters)      624.48  (feet) COMP
 DO6140  MODELED GRAVITY -    980,672.1   (mgal)                       NAVD 88
 DO6140
 DO6140  VERT ORDER      -  SECOND    CLASS I
 DO6140
 DO6140  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6140  Standards:
 DO6140         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6140            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6140  -------------------------------------------------------------------
 DO6140  NETWORK    0.82   1.25           0.36   0.31   0.64     -0.08044410
 DO6140  -------------------------------------------------------------------
 DO6140  Click here for local accuracies and other accuracy information.
 DO6140
 DO6140.The horizontal coordinates were established by GPS observations
 DO6140.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6140
 DO6140.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6140.been affixed to the stable North American tectonic plate. See 
 DO6140.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6140
 DO6140.The horizontal coordinates are valid at the epoch date displayed above
 DO6140.which is a decimal equivalence of Year/Month/Day.
 DO6140
 DO6140.The orthometric height was determined by differential leveling and
 DO6140.adjusted by the NATIONAL GEODETIC SURVEY
 DO6140.in February 2017.
 DO6140
 DO6140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6140.GEOID18 height accuracy estimate available here.
 DO6140
 DO6140.Click photographs - Photos may exist for this station.
 DO6140
 DO6140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6140
 DO6140.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6140
 DO6140.The ellipsoidal height was determined by GPS observations
 DO6140.and is referenced to NAD 83.
 DO6140
 DO6140.The dynamic height is computed by dividing the NAVD 88
 DO6140.geopotential number by the normal gravity value computed on the
 DO6140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6140.degrees latitude (g = 980.6199 gals.).
 DO6140
 DO6140.The modeled gravity was interpolated from observed gravity values.
 DO6140
 DO6140. The following values were computed from the NAD 83(2011) position.
 DO6140
 DO6140;                    North         East     Units Scale Factor Converg.
 DO6140;SPC WI N     -   187,009.431   508,288.733   MT  1.00001484   -0 52 02.4
 DO6140;SPC WI N     -   613,546.77  1,667,610.62   sFT  1.00001484   -0 52 02.4
 DO6140;UTM  15      - 5,189,277.584   637,066.159   MT  0.99983091   +1 18 41.6
 DO6140
 DO6140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6140!SPC WI N     -   0.99997503  x   1.00001484  =   0.99998987
 DO6140!UTM  15      -   0.99997503  x   0.99983091  =   0.99980595
 DO6140
 DO6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3706689277(NAD 83)
 DO6140
 DO6140                          SUPERSEDED SURVEY CONTROL
 DO6140
 DO6140  NAVD 88 (07/25/13)  190.347  (m)          624.50   (f) SUPERSEDED  2 1
 DO6140
 DO6140.Superseded values are not recommended for survey control.
 DO6140
 DO6140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6140.See file dsdata.pdf to determine how the superseded data were derived.
 DO6140
 DO6140_MARKER: DD = SURVEY DISK
 DO6140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6140_STAMPING: BARK BAY GPS 2010
 DO6140_MARK LOGO: WIDT
 DO6140_PROJECTION: FLUSH
 DO6140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6140+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2012
 DO6140
 DO6140  HISTORY     - Date     Condition        Report By
 DO6140  HISTORY     - 2010     MONUMENTED       WIDT
 DO6140  HISTORY     - 20120630 GOOD             WIDT
 DO6140
 DO6140                          STATION DESCRIPTION
 DO6140
 DO6140'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6140'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) EAST-NORTHEAST OF PORT
 DO6140'WING, 4.8 MI (7.7 KM) WEST OF CORNUCOPIA AND 2.9 MI (4.7 KM)
 DO6140'EAST-NORTHEAST OF HERBSTER.
 DO6140'
 DO6140'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6140'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6140'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO SOUTHWEST THEN
 DO6140'WEST ON STATE HIGHWAY 13 FOR 4.5 MI (7.2 KM) TO BARK BAY ROAD ON THE
 DO6140'RIGHT.  CONTINUE WEST ON STATE HIGHWAY 13 FOR 0.4 MI (0.6 KM) TO THE
 DO6140'STATION ON THE RIGHT.
 DO6140'
 DO6140'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6140'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6140'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO6140'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DO6140'THE STATION IS 16.3 M (53.5 FT) NORTH OF THE CENTERLINE OF STATE
 DO6140'HIGHWAY 13, 49.2 M (161.4 FT) EAST OF A POWER POLE --2-61/70-- WITH A
 DO6140'SINGLE GUY WIRE TO THE NORTH, 16.2 M (53.1 FT) NORTHWEST OF A --CURVE
 DO6140'AHEAD-- SIGN POST, 5 M (16.4 FT) WEST OF THE EXTENDED CENTER OF A
 DO6140'SHARED PRIVATE DRIVE -17675 AND 17685-, 4 M (13.1 FT) WEST OF THE
 DO6140'CENTER OF AN AGRICULTURAL FIELD ENTRANCE, AND LOCATED IN THE CENTER OF
 DO6140'A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD POSTS.
 DO6140'
 DO6140'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6140'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0952 ***********************************************************************
 PN0952  DESIGNATION -  BARKER
 PN0952  PID         -  PN0952
 PN0952  STATE/COUNTY-  WI/OUTAGAMIE
 PN0952  COUNTRY     -  US
 PN0952  USGS QUAD   -  NEW LONDON (2018)
 PN0952
 PN0952                         *CURRENT SURVEY CONTROL
 PN0952  ______________________________________________________________________
 PN0952* NAD 83(1991) POSITION- 44 24 08.84061(N) 088 43 29.52426(W)   ADJUSTED
 PN0952* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 PN0952  ______________________________________________________________________
 PN0952  GEOID HEIGHT    -        -36.446 (meters)                     GEOID18
 PN0952  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 PN0952  HORZ ORDER      -  FIRST
 PN0952
 PN0952.The horizontal coordinates were established by classical geodetic methods
 PN0952.and adjusted by the National Geodetic Survey in November 1991.
 PN0952
 PN0952.The orthometric height was scaled from a topographic map.
 PN0952
 PN0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0952.GEOID18 height accuracy estimate available here.
 PN0952
 PN0952.Click photographs - Photos may exist for this station.
 PN0952
 PN0952.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0952
 PN0952. The following values were computed from the NAD 83(1991) position.
 PN0952
 PN0952;                    North         East     Units Scale Factor Converg.
 PN0952;SPC WI C     -    64,037.281   701,572.887   MT  0.99997467   +0 53 58.9
 PN0952;SPC WI C     -   210,095.65  2,301,743.71   sFT  0.99997467   +0 53 58.9
 PN0952;UTM  16      - 4,918,021.107   362,647.996   MT  0.99983201   -1 12 25.4
 PN0952
 PN0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0952!SPC WI C     -   0.99996825  x   0.99997467  =   0.99994292
 PN0952!UTM  16      -   0.99996825  x   0.99983201  =   0.99980026
 PN0952
 PN0952:                Primary Azimuth Mark                     Grid Az
 PN0952:SPC WI C     -  BARBER                                   064 48 43.4
 PN0952:UTM  16      -  BARBER                                   066 55 07.7
 PN0952
 PN0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6264718021(NAD 83)
 PN0952
 PN0952|---------------------------------------------------------------------|
 PN0952| PID    Reference Object                     Distance      Geod. Az  |
 PN0952|                                                           dddmmss.s |
 PN0952| PN0949 BARBER                              APPROX. 5.0 KM 0654242.3 |
 PN0952|---------------------------------------------------------------------|
 PN0952
 PN0952                          SUPERSEDED SURVEY CONTROL
 PN0952
 PN0952  NAD 83(1986)-  44 24 08.83755(N)    088 43 29.51319(W) AD(       ) 1
 PN0952  NAD 27      -  44 24 08.90800(N)    088 43 29.16900(W) AD(       ) 1
 PN0952
 PN0952.Superseded values are not recommended for survey control.
 PN0952
 PN0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0952.See file dsdata.pdf to determine how the superseded data were derived.
 PN0952
 PN0952_MARKER: DE = TRAVERSE STATION DISK
 PN0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0952_STAMPING: BARKER 1926
 PN0952_MARK LOGO: CGS
 PN0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0952+STABILITY: SURFACE MOTION
 PN0952
 PN0952  HISTORY     - Date     Condition        Report By
 PN0952  HISTORY     - 1926     MONUMENTED       CGS
 PN0952  HISTORY     - 1935     GOOD             WIGS
 PN0952
 PN0952                          STATION DESCRIPTION
 PN0952
 PN0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0952'STATION IS ON THE S SIDE OF TRACK AT TOP OF GRADE ABOUT 1/2
 PN0952'MILE E OF GREEN BAY AND WESTERN DEPOT AT NEW LONDON.  ABOUT
 PN0952'150 METERS W FROM THE INTERSECTION WITH STATE HIGHWAY 54, AND
 PN0952'30 METERS E OF PRIVATE ROAD CROSSING, 3.22 METERS S OF N RAIL.
 PN0952'
 PN0952'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0952'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0952
 PN0952                          STATION RECOVERY (1935)
 PN0952
 PN0952'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PN0952'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION IS
 PN0952'ADEQUATE.
 PN0952'
 PN0952'NOTE--STATE HIGHWAY 54 NO LONGER CROSSES THE RAILROAD AT THE
 PN0952'ABOVE MENTIONED CROSSING BUT PARALLELS THE RAILROAD ABOUT 30
 PN0952'METERS N.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0527 ***********************************************************************
 QN0527  DESIGNATION -  BARKER
 QN0527  PID         -  QN0527
 QN0527  STATE/COUNTY-  WI/SAWYER
 QN0527  COUNTRY     -  US
 QN0527  USGS QUAD   -  BARKER LAKE (2018)
 QN0527
 QN0527                         *CURRENT SURVEY CONTROL
 QN0527  ______________________________________________________________________
 QN0527* NAD 83(1991) POSITION- 45 55 29.92630(N) 091 04 36.11287(W)   ADJUSTED
 QN0527* NAVD 88 ORTHO HEIGHT -   413.    (meters)     1355.    (feet) SCALED
 QN0527  ______________________________________________________________________
 QN0527  GEOID HEIGHT    -        -29.741 (meters)                     GEOID18
 QN0527  LAPLACE CORR    -         -4.55  (seconds)                    DEFLEC18
 QN0527  HORZ ORDER      -  THIRD
 QN0527
 QN0527.The horizontal coordinates were established by classical geodetic methods
 QN0527.and adjusted by the National Geodetic Survey in November 1991.
 QN0527
 QN0527.The orthometric height was scaled from a topographic map.
 QN0527
 QN0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0527.GEOID18 height accuracy estimate available here.
 QN0527
 QN0527.Click photographs - Photos may exist for this station.
 QN0527
 QN0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0527
 QN0527. The following values were computed from the NAD 83(1991) position.
 QN0527
 QN0527;                    North         East     Units Scale Factor Converg.
 QN0527;SPC WI N     -    84,847.718   516,489.148   MT  0.99995428   -0 46 36.1
 QN0527;SPC WI N     -   278,371.22  1,694,514.81   sFT  0.99995428   -0 46 36.1
 QN0527;UTM  15      - 5,087,510.769   649,125.999   MT  0.99987340   +1 22 55.2
 QN0527
 QN0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0527!SPC WI N     -   0.99993993  x   0.99995428  =   0.99989421
 QN0527!UTM  15      -   0.99993993  x   0.99987340  =   0.99981333
 QN0527
 QN0527:                Primary Azimuth Mark                     Grid Az
 QN0527:SPC WI N     -  BARKER AZ MK                             127 51 11.1
 QN0527:UTM  15      -  BARKER AZ MK                             125 41 39.8
 QN0527
 QN0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4912587510(NAD 83)
 QN0527
 QN0527|---------------------------------------------------------------------|
 QN0527| PID    Reference Object                     Distance      Geod. Az  |
 QN0527|                                                           dddmmss.s |
 QN0527| CJ4220 BARKER AZ MK                                       1270435.0 |
 QN0527| QN0528 TT 146 L                             20.207 METERS 21319     |
 QN0527| CJ4221 BARKER RM 1                          28.543 METERS 30203     |
 QN0527|---------------------------------------------------------------------|
 QN0527
 QN0527                          SUPERSEDED SURVEY CONTROL
 QN0527
 QN0527  NAD 83(1986)-  45 55 29.92169(N)    091 04 36.10869(W) AD(       ) 3
 QN0527  NAD 27      -  45 55 30.06400(N)    091 04 35.50700(W) AD(       ) 3
 QN0527
 QN0527.Superseded values are not recommended for survey control.
 QN0527
 QN0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0527.See file dsdata.pdf to determine how the superseded data were derived.
 QN0527
 QN0527_MARKER: DS = TRIANGULATION STATION DISK
 QN0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0527_STAMPING: BARKER 1952
 QN0527_MARK LOGO: CGS
 QN0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0527+STABILITY: SURFACE MOTION
 QN0527
 QN0527  HISTORY     - Date     Condition        Report By
 QN0527  HISTORY     - 1952     MONUMENTED       CGS
 QN0527
 QN0527                          STATION DESCRIPTION
 QN0527
 QN0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0527'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF WINTER, IN THE
 QN0527'EDGE OF TIMBER, ON THE NORTHEAST SIDE OF COUNTY ROAD B.
 QN0527'
 QN0527'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND
 QN0527'COUNTY ROAD W IN WINTER, GO NORTH ON ROAD W FOR 6.2 MILES TO
 QN0527'JUNCTION WITH COUNTY ROAD B, TURN LEFT, GO WEST ON ROAD B FOR 0.8
 QN0527'MILE TO CONCRETE BRIDGE OVER CHIPPEWA RIVER, CONTINUE ACROSS
 QN0527'BRIDGE ON ROAD B FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 QN0527'DESCRIBED BELOW.  CONTINUE AHEAD ON ROAD B FOR 0.35 MILE
 QN0527'TO THE STATION SITE, JUST BEFORE REACHING A SIDE ROAD LEFT.
 QN0527'
 QN0527'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0527'POST PROJECTING 3 INCHES.  IT IS 55 FEET EAST OF THE CENTER OF
 QN0527'THE INTERSECTION OF COUNTY ROAD B AND A GRAVEL ROAD WEST, 40
 QN0527'FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD B AND 3 FEET
 QN0527'NORTH OF A WITNESS POST.  IT IS 3 FEET HIGHER THAN THE ROAD AND
 QN0527'IS STAMPED BARKER 1952.
 QN0527'
 QN0527'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0527'POST PROJECTING 6 INCHES.  IT IS 40 FEET NORTHEAST OF THE CENTERLINE
 QN0527'OF ROAD B AND IS 4 FEET HIGHER THAN THE ROAD.  IT IS STAMPED
 QN0527'BARKER NO 1 1952.
 QN0527'
 QN0527'TT 146 L (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET
 QN0527'IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE.  IT WAS USED
 QN0527'AS A REFERENCE MARK.  IT IS 27 FEET SOUTHWEST OF THE CENTERLINE
 QN0527'OF COUNTY ROAD B, 4 FEET HIGHER THAN THE ROAD AND IS STAMPED
 QN0527'TT 146 L 1942.
 QN0527'
 QN0527'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0527'POST PROJECTING 5 INCHES.  IT IS 27.5 FEET NORTHEAST OF THE
 QN0527'CENTERLINE OF ROAD B, 4 FEET EAST OF A WITNESS POST AND 4
 QN0527'FEET HIGHER THAN THE ROAD.  IT IS STAMPED BARKER 1952.
 QN0527'
 QN0527'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8525 ***********************************************************************
 AB8525  DESIGNATION -  BARKER GPS 183
 AB8525  PID         -  AB8525
 AB8525  STATE/COUNTY-  WI/BURNETT
 AB8525  COUNTRY     -  US
 AB8525  USGS QUAD   -  FROG LAKE (2019)
 AB8525
 AB8525                         *CURRENT SURVEY CONTROL
 AB8525  ______________________________________________________________________
 AB8525* NAD 83(2011) POSITION- 46 04 17.88158(N) 092 03 54.01060(W)   ADJUSTED
 AB8525* NAD 83(2011) ELLIP HT-   259.614 (meters)        (06/27/12)   ADJUSTED
 AB8525* NAD 83(2011) EPOCH   -  2010.00
 AB8525* NAVD 88 ORTHO HEIGHT -   286.4   (meters)      940.    (feet) GPS OBS
 AB8525  ______________________________________________________________________
 AB8525  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8525  GEOID HEIGHT    -        -26.250 (meters)                     GEOID93
 AB8525  GEOID HEIGHT    -        -26.758 (meters)                     GEOID18
 AB8525  NAD 83(2011) X  -   -159,727.295 (meters)                     COMP
 AB8525  NAD 83(2011) Y  - -4,429,890.519 (meters)                     COMP
 AB8525  NAD 83(2011) Z  -  4,570,961.970 (meters)                     COMP
 AB8525  LAPLACE CORR    -         -6.02  (seconds)                    DEFLEC18
 AB8525
 AB8525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8525  Standards:
 AB8525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8525  -------------------------------------------------------------------
 AB8525  NETWORK    1.43   1.86           0.67   0.46   0.95     -0.03818124
 AB8525  -------------------------------------------------------------------
 AB8525  Click here for local accuracies and other accuracy information.
 AB8525
 AB8525.The horizontal coordinates were established by GPS observations
 AB8525.and adjusted by the National Geodetic Survey in June 2012.
 AB8525
 AB8525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8525.been affixed to the stable North American tectonic plate. See 
 AB8525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8525
 AB8525.The horizontal coordinates are valid at the epoch date displayed above
 AB8525.which is a decimal equivalence of Year/Month/Day.
 AB8525
 AB8525.The orthometric height was determined by GPS observations and a
 AB8525.high-resolution geoid model.
 AB8525
 AB8525.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8525.GEOID18 height accuracy estimate available here.
 AB8525
 AB8525.Click photographs - Photos may exist for this station.
 AB8525
 AB8525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8525
 AB8525.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8525
 AB8525.The ellipsoidal height was determined by GPS observations
 AB8525.and is referenced to NAD 83.
 AB8525
 AB8525. The following values were computed from the NAD 83(2011) position.
 AB8525
 AB8525;                    North         East     Units Scale Factor Converg.
 AB8525;SPC WI N     -   102,658.180   440,271.115   MT  0.99994675   -1 29 22.7
 AB8525;SPC WI N     -   336,804.38  1,444,456.15   sFT  0.99994675   -1 29 22.7
 AB8525;UTM  15      - 5,102,431.463   572,305.385   MT  0.99966427   +0 40 24.3
 AB8525
 AB8525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8525!SPC WI N     -   0.99995930  x   0.99994675  =   0.99990605
 AB8525!UTM  15      -   0.99995930  x   0.99966427  =   0.99962359
 AB8525
 AB8525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7230502431(NAD 83)
 AB8525
 AB8525                          SUPERSEDED SURVEY CONTROL
 AB8525
 AB8525  NAD 83(2007)-  46 04 17.88169(N)    092 03 54.01137(W) AD(2002.00) 0
 AB8525  ELLIP H (02/10/07)  259.649  (m)                       GP(2002.00)    
 AB8525  NAD 83(1997)-  46 04 17.88162(N)    092 03 54.01210(W) AD(       ) 1
 AB8525  ELLIP H (01/30/03)  259.663  (m)                       GP(       ) 4 1
 AB8525  NAD 83(1991)-  46 04 17.88139(N)    092 03 54.00982(W) AD(       ) 1
 AB8525  ELLIP H (12/09/96)  259.694  (m)                       GP(       ) 4 1
 AB8525
 AB8525.Superseded values are not recommended for survey control.
 AB8525
 AB8525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8525.See file dsdata.pdf to determine how the superseded data were derived.
 AB8525
 AB8525_MARKER: DD = SURVEY DISK
 AB8525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8525_STAMPING: BARKER GPS 183 1993
 AB8525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8525+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 AB8525
 AB8525  HISTORY     - Date     Condition        Report By
 AB8525  HISTORY     - 1993     MONUMENTED       WI-013
 AB8525  HISTORY     - 20081030 GOOD             WIDT
 AB8525
 AB8525                          STATION DESCRIPTION
 AB8525
 AB8525'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8525'THE STATION IS LOCATED 24.2 KM (15.05 MI) NORTHEAST OF THE VILLAGE OF
 AB8525'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8525'INTERSECT) , 31.3 KM (19.45 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN
 AB8525'THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SECTION 36, T42N,
 AB8525'R14W, TOWN OF BLAINE.  TO REACH THE STATION FROM THE VILLAGE OF
 AB8525'DANBURY (WHERE STATE TRUNK HIGHWAY 35 AND STATE TRUNK HIGHWAY 77 MEET)
 AB8525'GO NORTH ALONG STATE TRUNK HIGHWAY 35/77 3.46 KM (2.15 MI) TO WHERE
 AB8525'STATE TRUNK HIGHWAY 77 TURNS EAST (RIGHT) , CONTINUE EAST ALONG STATE
 AB8525'TRUNK HIGHWAY 77 20.9 KM (13.00 MI) TO RIVER ROAD ON LEFT (NORTH) , GO
 AB8525'NORTH ALONG RIVER ROAD 2.5 KM (1.55 MI) TO WEBB CREEK DRIVE ON RIGHT
 AB8525'(EAST) , GO EAST ALONG WEBB CREEK DRIVE .74 MI (1.19 KM) TO BARKERS
 AB8525'ROAD ON LEFT (NORTH) SIDE OF THE ROAD AND .25 MI (0.40 KM) WEST OF THE
 AB8525'BURNETT AND WASHBURN COUNTY LINE, GO NORTH AND NORTHWESTERLY ON
 AB8525'BARKERS ROAD .9 MI (1.4 KM) TO WHERE ROAD SPLITS NORTHEAST AND
 AB8525'SOUTHWEST, THE STATION IS LOCATED AT THE SPLIT IN THE ROAD ABOUT 33
 AB8525'FEET (10.1 M) NORTHWEST.  THE STATION IS LOCATED WEST OF CABIN ADDRESS
 AB8525'NUMBER 1650.  FIBERGLASS WITNESS POST SET ALONG WEST SIDE OF STATION.
 AB8525'THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT FLUSH
 AB8525'WITH THE GROUND SURFACE.
 AB8525
 AB8525                          STATION RECOVERY (2008)
 AB8525
 AB8525'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AB8525'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M NORTHWEST,
 AB8525'0.8 M NORTHEAST, AND 0.8 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS
 AB8525'POSTS.  ---NOTE1---THE DISK IS STAMPED --GPS 183--.
 AB8525'---NOTE2---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST,
 AB8525'SOUTH, AND EAST EXTENDING TO 35 DEGREES AND TREES IN THE NORTH
 AB8525'QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0751 ***********************************************************************
 RM0751  DESIGNATION -  BARKSDALE DU PONT POWDER CO TK
 RM0751  PID         -  RM0751
 RM0751  STATE/COUNTY-  WI/BAYFIELD
 RM0751  COUNTRY     -  US
 RM0751  USGS QUAD   -  WASHBURN (2018)
 RM0751
 RM0751                         *CURRENT SURVEY CONTROL
 RM0751  ______________________________________________________________________
 RM0751* NAD 83(1996) POSITION- 46 37 32.20785(N) 090 57 15.67756(W)   ADJUSTED
 RM0751  ______________________________________________________________________
 RM0751  GEOID HEIGHT    -        -31.648 (meters)                     GEOID18
 RM0751  LAPLACE CORR    -         -7.19  (seconds)                    DEFLEC18
 RM0751  HORZ ORDER      -  THIRD
 RM0751
 RM0751.The horizontal coordinates were established by classical geodetic methods
 RM0751.and adjusted by the National Geodetic Survey in March 1999.
 RM0751
 RM0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0751.GEOID18 height accuracy estimate available here.
 RM0751
 RM0751.Click photographs - Photos may exist for this station.
 RM0751
 RM0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0751
 RM0751. The following values were computed from the NAD 83(1996) position.
 RM0751
 RM0751;                    North         East     Units Scale Factor Converg.
 RM0751;SPC WI N     -   162,597.269   526,913.552   MT  0.99997726   -0 41 18.4
 RM0751;SPC WI N     -   533,454.54  1,728,715.55   sFT  0.99997726   -0 41 18.4
 RM0751;UTM  15      - 5,165,593.739   656,602.509   MT  0.99990145   +1 29 14.1
 RM0751
 RM0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5660265593(NAD 83)
 RM0751
 RM0751                          SUPERSEDED SURVEY CONTROL
 RM0751
 RM0751  NAD 83(1991)-  46 37 32.20795(N)    090 57 15.67764(W) AD(       ) 3
 RM0751  NAD 83(1986)-  46 37 32.20229(N)    090 57 15.67245(W) AD(       ) 3
 RM0751  NAD 27      -  46 37 32.40000(N)    090 57 14.98700(W) AD(       ) 3
 RM0751
 RM0751.Superseded values are not recommended for survey control.
 RM0751
 RM0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0751.See file dsdata.pdf to determine how the superseded data were derived.
 RM0751
 RM0751_MARKER: 53 = ELEVATED TANK
 RM0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0751+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 RM0751
 RM0751  HISTORY     - Date     Condition        Report By
 RM0751  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0751  HISTORY     - 1966     GOOD             CGS
 RM0751  HISTORY     - 20011220 GOOD             USPSQD
 RM0751  HISTORY     - 20120725 GOOD             GEOCAC
 RM0751
 RM0751                          STATION DESCRIPTION
 RM0751
 RM0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0751'THIS IS THE WATER TANK OF THE DU PONT POWDER CO., WHICH IS
 RM0751'LOCATED IN THE CENTRAL PART OF BARKSDALE.  IT IS AN ALUMINUM
 RM0751'PAINTED STEEL TANK APPROXIMATELY 125 FEET HIGH.  THE FINIAL
 RM0751'OF THE TANK WAS OBSERVED UPON FROM TRIANGULATION STATIONS
 RM0751'SWAN, ELLIS AND NASH (NO. 91 U.S.E.).
 RM0751
 RM0751                          STATION RECOVERY (1966)
 RM0751
 RM0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RHR)
 RM0751'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 RM0751'GOOD CONDITION.
 RM0751'
 RM0751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BARKSDALE,
 RM0751'WISC.
 RM0751
 RM0751                          STATION RECOVERY (2001)
 RM0751
 RM0751'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 RM0751'WATER TANK IS STILL STANDING BUT IS NOT IN USE.  SITE IS A SUPERFUND
 RM0751'SITE.
 RM0751
 RM0751                          STATION RECOVERY (2012)
 RM0751
 RM0751'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 RM0751'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6169 ***********************************************************************
 DO6169  DESIGNATION -  BARKSDALE SE GPS
 DO6169  PID         -  DO6169
 DO6169  STATE/COUNTY-  WI/BAYFIELD
 DO6169  COUNTRY     -  US
 DO6169  USGS QUAD   -  ASHLAND WEST (2018)
 DO6169
 DO6169                         *CURRENT SURVEY CONTROL
 DO6169  ______________________________________________________________________
 DO6169* NAD 83(2011) POSITION- 46 35 18.17844(N) 090 58 01.19321(W)   ADJUSTED
 DO6169* NAD 83(2011) ELLIP HT-   156.442 (meters)        (05/27/14)   ADJUSTED
 DO6169* NAD 83(2011) EPOCH   -  2010.00
 DO6169* NAVD 88 ORTHO HEIGHT -   187.959 (meters)      616.66  (feet) ADJUSTED
 DO6169  ______________________________________________________________________
 DO6169  GEOID HEIGHT    -        -31.519 (meters)                     GEOID18
 DO6169  NAD 83(2011) X  -    -74,107.212 (meters)                     COMP
 DO6169  NAD 83(2011) Y  - -4,390,522.864 (meters)                     COMP
 DO6169  NAD 83(2011) Z  -  4,610,551.501 (meters)                     COMP
 DO6169  LAPLACE CORR    -         -7.46  (seconds)                    DEFLEC18
 DO6169  DYNAMIC HEIGHT  -        187.963 (meters)      616.68  (feet) COMP
 DO6169  MODELED GRAVITY -    980,633.3   (mgal)                       NAVD 88
 DO6169
 DO6169  VERT ORDER      -  SECOND    CLASS I
 DO6169
 DO6169  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6169  Standards:
 DO6169         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6169            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6169  -------------------------------------------------------------------
 DO6169  NETWORK    0.53   0.76           0.22   0.21   0.39     -0.03460215
 DO6169  -------------------------------------------------------------------
 DO6169  Click here for local accuracies and other accuracy information.
 DO6169
 DO6169.The horizontal coordinates were established by GPS observations
 DO6169.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6169
 DO6169.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6169.been affixed to the stable North American tectonic plate. See 
 DO6169.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6169
 DO6169.The horizontal coordinates are valid at the epoch date displayed above
 DO6169.which is a decimal equivalence of Year/Month/Day.
 DO6169
 DO6169.The orthometric height was determined by differential leveling and
 DO6169.adjusted by the NATIONAL GEODETIC SURVEY
 DO6169.in February 2017.
 DO6169
 DO6169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6169.GEOID18 height accuracy estimate available here.
 DO6169
 DO6169.Click photographs - Photos may exist for this station.
 DO6169
 DO6169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6169
 DO6169.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6169
 DO6169.The ellipsoidal height was determined by GPS observations
 DO6169.and is referenced to NAD 83.
 DO6169
 DO6169.The dynamic height is computed by dividing the NAVD 88
 DO6169.geopotential number by the normal gravity value computed on the
 DO6169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6169.degrees latitude (g = 980.6199 gals.).
 DO6169
 DO6169.The modeled gravity was interpolated from observed gravity values.
 DO6169
 DO6169. The following values were computed from the NAD 83(2011) position.
 DO6169
 DO6169;                    North         East     Units Scale Factor Converg.
 DO6169;SPC WI N     -   158,470.743   525,894.970   MT  0.99997227   -0 41 51.2
 DO6169;SPC WI N     -   519,916.10  1,725,373.75   sFT  0.99997227   -0 41 51.2
 DO6169;UTM  15      - 5,161,431.837   655,741.349   MT  0.99989814   +1 28 37.7
 DO6169
 DO6169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6169!SPC WI N     -   0.99997548  x   0.99997227  =   0.99994775
 DO6169!UTM  15      -   0.99997548  x   0.99989814  =   0.99987362
 DO6169
 DO6169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5574161431(NAD 83)
 DO6169
 DO6169                          SUPERSEDED SURVEY CONTROL
 DO6169
 DO6169  NAVD 88 (07/25/13)  187.975  (m)          616.71   (f) SUPERSEDED  2 1
 DO6169
 DO6169.Superseded values are not recommended for survey control.
 DO6169
 DO6169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6169.See file dsdata.pdf to determine how the superseded data were derived.
 DO6169
 DO6169_MARKER: DD = SURVEY DISK
 DO6169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6169_STAMPING: BARKSDALE SE GPS 2010
 DO6169_MARK LOGO: WIDT
 DO6169_PROJECTION: PROJECTING 7 CENTIMETERS
 DO6169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6169+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2012
 DO6169
 DO6169  HISTORY     - Date     Condition        Report By
 DO6169  HISTORY     - 2011     MONUMENTED       WIDT
 DO6169  HISTORY     - 20120828 GOOD             WIDT
 DO6169
 DO6169                          STATION DESCRIPTION
 DO6169
 DO6169'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6169'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF
 DO6169'WASHBURN, 5.7 MI (9.2 KM) EAST-NORTHEAST OF MOQUAH AND 4.0 MI (6.4 KM)
 DO6169'WEST OF ASHLAND.
 DO6169'
 DO6169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 DO6169'HIGHWAY G LOCATED APPROXIMATELY 4 MI (6.4 KM) WEST-SOUTHWEST OF THE
 DO6169'CITY OF ASHLAND, GO WEST ON COUNTY HIGHWAY G FOR 0.35 MI (0.6 KM) TO
 DO6169'TERWILLIGER ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH-NORTHEAST ON
 DO6169'TERWILLIGER ROAD FOR 0.45 MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DO6169'
 DO6169'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6169'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6169'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 7 CM (3
 DO6169'INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DO6169'THE ROAD PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) SOUTHEAST OF THE
 DO6169'CENTERLINE OF TERWILLIGER ROAD, 59.5 M (195.2 FT) EAST OF A POWER POLE
 DO6169'-40-, 43 M (141.1 FT) SOUTHWEST OF THE EXTENDED CENTER OF A PRIVATE
 DO6169'DRIVE -70175-, 25.0 M (82.0 FT) SOUTH OF A POWER POLE -35-, AND 1.0 M
 DO6169'(3.3 FT) NORTHEAST AND 1.0 M (3.3 FT) SOUTHWEST OF TWO ORANGE 4X4
 DO6169'GUARD POSTS.
 DO6169'
 DO6169'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6169'DEGREES ABOVE THE HORIZON.  NOTE2-THERE IS A SMALL SPRING BUBBLING
 DO6169'WATER ALONG THE NORTH SIDE OF THE CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1266 ***********************************************************************
 PN1266  DESIGNATION -  BARMANN
 PN1266  PID         -  PN1266
 PN1266  STATE/COUNTY-  WI/ADAMS
 PN1266  COUNTRY     -  US
 PN1266  USGS QUAD   -  ARKDALE NE (2018)
 PN1266
 PN1266                         *CURRENT SURVEY CONTROL
 PN1266  ______________________________________________________________________
 PN1266* NAD 83(1991) POSITION- 44 09 24.58269(N) 089 48 27.21774(W)   ADJUSTED
 PN1266* NAVD 88 ORTHO HEIGHT -   305.4   (meters)     1002.    (feet) VERTCON3
 PN1266  ______________________________________________________________________
 PN1266  GEOID HEIGHT    -        -35.472 (meters)                     GEOID18
 PN1266  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 PN1266  HORZ ORDER      -  SECOND
 PN1266
 PN1266.The horizontal coordinates were established by classical geodetic methods
 PN1266.and adjusted by the National Geodetic Survey in November 1991.
 PN1266
 PN1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1266
 PN1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1266.GEOID18 height accuracy estimate available here.
 PN1266
 PN1266.Click photographs - Photos may exist for this station.
 PN1266
 PN1266.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1266
 PN1266. The following values were computed from the NAD 83(1991) position.
 PN1266
 PN1266;                    North         East     Units Scale Factor Converg.
 PN1266;SPC WI S     -   239,630.705   615,394.414   MT  1.00001956   +0 07 56.0
 PN1266;SPC WI S     -   786,188.40  2,019,006.51   sFT  1.00001956   +0 07 56.0
 PN1266;UTM  16      - 4,893,124.993   275,497.324   MT  1.00021991   -1 57 23.9
 PN1266
 PN1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1266!SPC WI S     -   0.99995768  x   1.00001956  =   0.99997724
 PN1266!UTM  16      -   0.99995768  x   1.00021991  =   1.00017758
 PN1266
 PN1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7549793124(NAD 83)
 PN1266
 PN1266|---------------------------------------------------------------------|
 PN1266| PID    Reference Object                     Distance      Geod. Az  |
 PN1266|                                                           dddmmss.s |
 PN1266| CS5231 BARMANN RM 1                         37.030 METERS 00629     |
 PN1266| CS5232 BARMANN RM 2                         17.580 METERS 16254     |
 PN1266|---------------------------------------------------------------------|
 PN1266
 PN1266                          SUPERSEDED SURVEY CONTROL
 PN1266
 PN1266  NAD 83(1986)-  44 09 24.58058(N)    089 48 27.22520(W) AD(       ) 2
 PN1266  NGVD 29 (02/11/91)  305.4    (m)         1002.     (f) VERT ANG       
 PN1266
 PN1266.Superseded values are not recommended for survey control.
 PN1266
 PN1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1266.See file dsdata.pdf to determine how the superseded data were derived.
 PN1266
 PN1266_MARKER: DE = TRAVERSE STATION DISK
 PN1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1266_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1266+STABILITY: SURFACE MOTION
 PN1266
 PN1266  HISTORY     - Date     Condition        Report By
 PN1266  HISTORY     - 1979     MONUMENTED       WIDT
 PN1266  HISTORY     - 19950902 GOOD             USPSQD
 PN1266
 PN1266                          STATION DESCRIPTION
 PN1266
 PN1266'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1266'THE STATION IS LOCATED ALONG STH 13 ABOUT 15 MILES WEST OF PLAINFIELD,
 PN1266'14.5 MILES SOUTH OF WISCONSIN RAPIDS, AND 12.5 MILES NORTH OF
 PN1266'FRIENDSHIP.
 PN1266'
 PN1266'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND CTH C IN BIG
 PN1266'FLATS, GO NORTH ON STH 13 FOR 3 MILES TO JUNCTION WITH A CROSSROAD,
 PN1266'BADGER AVENUE.  CONTINUE NORTH ON STH 13 FOR 0.15 MILE TO STATION ON
 PN1266'THE EAST HIGHWAY RIGHT OF WAY.
 PN1266'
 PN1266'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BARMANN 1979---.
 PN1266'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1266'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 121.5
 PN1266'SOUTH SOUTHWEST OF A POWER POLE, 93 FEET SOUTH OF THE EASTWARD
 PN1266'EXTENSION OF THE CENTER OF A PRIVATE DRIVE TO THE WEST, 59.5 FEET
 PN1266'NORTH NORTHWEST OF A POWER POLE, 44.5 FEET EAST OF THE CENTER OF STH
 PN1266'13, AND 2.5 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 PN1266'IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1266'
 PN1266'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---BARMANN RM 1
 PN1266'1979---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1266'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 121.5 FEET
 PN1266'NORTH NORTHEAST OF A METAL WITNESS POST, 60.5 FEET EAST OF THE CENTER
 PN1266'OF STH 13, 31.5 FEET SOUTH OF THE EASTWARD EXTENSION OF THE CENTER OF
 PN1266'A PRIVATE DRIVE TO THE WEST, 2.5 FEET WEST OF A POWER POLE, AND LEVEL
 PN1266'WITH THE STATION.
 PN1266'
 PN1266'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BARMANN RM 2
 PN1266'1979---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1266'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 61.0 FEET EAST
 PN1266'OF THE CENTER OF STH 13, 58.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 PN1266'31.0 FEET NORTHWEST OF AN 8 INCH JACK PINE, 7.5 FEET WEST OF A POWER
 PN1266'POLE, AND LEVEL WITH THE STATION.
 PN1266'
 PN1266'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.42 METERS.
 PN1266
 PN1266                          STATION RECOVERY (1995)
 PN1266
 PN1266'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6121 ***********************************************************************
 DO6121  DESIGNATION -  BARNES NE GPS
 DO6121  PID         -  DO6121
 DO6121  STATE/COUNTY-  WI/BAYFIELD
 DO6121  COUNTRY     -  US
 DO6121  USGS QUAD   -  DRUMMOND NW (2018)
 DO6121
 DO6121                         *CURRENT SURVEY CONTROL
 DO6121  ______________________________________________________________________
 DO6121* NAD 83(2011) POSITION- 46 26 44.44321(N) 091 26 45.32280(W)   ADJUSTED
 DO6121* NAD 83(2011) ELLIP HT-   361.554 (meters)        (05/27/14)   ADJUSTED
 DO6121* NAD 83(2011) EPOCH   -  2010.00
 DO6121* NAVD 88 ORTHO HEIGHT -   390.300 (meters)     1280.51  (feet) ADJUSTED
 DO6121  ______________________________________________________________________
 DO6121  GEOID HEIGHT    -        -28.749 (meters)                     GEOID18
 DO6121  NAD 83(2011) X  -   -111,097.780 (meters)                     COMP
 DO6121  NAD 83(2011) Y  - -4,401,397.948 (meters)                     COMP
 DO6121  NAD 83(2011) Z  -  4,599,783.796 (meters)                     COMP
 DO6121  LAPLACE CORR    -        -12.22  (seconds)                    DEFLEC18
 DO6121  DYNAMIC HEIGHT  -        390.326 (meters)     1280.59  (feet) COMP
 DO6121  MODELED GRAVITY -    980,667.3   (mgal)                       NAVD 88
 DO6121
 DO6121  VERT ORDER      -  SECOND    CLASS I
 DO6121
 DO6121  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6121  Standards:
 DO6121         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6121            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6121  -------------------------------------------------------------------
 DO6121  NETWORK    0.58   0.78           0.26   0.21   0.40      0.07598619
 DO6121  -------------------------------------------------------------------
 DO6121  Click here for local accuracies and other accuracy information.
 DO6121
 DO6121.The horizontal coordinates were established by GPS observations
 DO6121.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6121
 DO6121.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6121.been affixed to the stable North American tectonic plate. See 
 DO6121.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6121
 DO6121.The horizontal coordinates are valid at the epoch date displayed above
 DO6121.which is a decimal equivalence of Year/Month/Day.
 DO6121
 DO6121.The orthometric height was determined by differential leveling and
 DO6121.adjusted by the NATIONAL GEODETIC SURVEY
 DO6121.in February 2017.
 DO6121
 DO6121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6121.GEOID18 height accuracy estimate available here.
 DO6121
 DO6121.Click photographs - Photos may exist for this station.
 DO6121
 DO6121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6121
 DO6121.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6121
 DO6121.The ellipsoidal height was determined by GPS observations
 DO6121.and is referenced to NAD 83.
 DO6121
 DO6121.The dynamic height is computed by dividing the NAVD 88
 DO6121.geopotential number by the normal gravity value computed on the
 DO6121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6121.degrees latitude (g = 980.6199 gals.).
 DO6121
 DO6121.The modeled gravity was interpolated from observed gravity values.
 DO6121
 DO6121. The following values were computed from the NAD 83(2011) position.
 DO6121
 DO6121;                    North         East     Units Scale Factor Converg.
 DO6121;SPC WI N     -   143,168.218   488,907.618   MT  0.99995709   -1 02 35.0
 DO6121;SPC WI N     -   469,711.06  1,604,024.41   sFT  0.99995709   -1 02 35.0
 DO6121;UTM  15      - 5,144,740.720   619,365.248   MT  0.99977514   +1 07 35.1
 DO6121
 DO6121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6121!SPC WI N     -   0.99994333  x   0.99995709  =   0.99990042
 DO6121!UTM  15      -   0.99994333  x   0.99977514  =   0.99971848
 DO6121
 DO6121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1936544740(NAD 83)
 DO6121
 DO6121                          SUPERSEDED SURVEY CONTROL
 DO6121
 DO6121  NAVD 88 (07/25/13)  390.317  (m)         1280.57   (f) SUPERSEDED  2 1
 DO6121
 DO6121.Superseded values are not recommended for survey control.
 DO6121
 DO6121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6121.See file dsdata.pdf to determine how the superseded data were derived.
 DO6121
 DO6121_MARKER: DD = SURVEY DISK
 DO6121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6121_STAMPING: BARNES NE GPS 2010
 DO6121_MARK LOGO: WIDT
 DO6121_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6121_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6121+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2012
 DO6121
 DO6121  HISTORY     - Date     Condition        Report By
 DO6121  HISTORY     - 2010     MONUMENTED       WIDT
 DO6121  HISTORY     - 20120904 GOOD             WIDT
 DO6121
 DO6121                          STATION DESCRIPTION
 DO6121
 DO6121'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6121'THE STATION IS LOCATED ABOUT 11.7 MI (18.8 KM) NORTHWEST OF DRUMMOND,
 DO6121'9.7 MI (15.6 KM) SOUTHEAST OF BRULE AND 8.6 MI (13.8 KM)
 DO6121'WEST-SOUTHWEST OF DELTA.
 DO6121'
 DO6121'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DO6121'HIGHWAY N LOCATED APPROXIMATELY 19 MI (30.6 KM) EAST OF THE VILLAGE OF
 DO6121'SOLON SPRINGS, GO NORTH ON COUNTY HIGHWAY A FOR 7.7 MI (12.4 KM) TO
 DO6121'WEST DELTA ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON WEST DELTA
 DO6121'ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DO6121'
 DO6121'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6121'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6121'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6121'INCH) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN
 DO6121'THE ROAD SURFACE.  THE STATION IS 6 M (19.7 FT) NORTH OF THE
 DO6121'CENTERLINE OF WEST DELTA ROAD, 145 M (475.7 FT) EAST OF THE CENTERLINE
 DO6121'OF COUNTY HIGHWAY A, 139 M (456.0 FT) EAST OF A --STOP-- SIGN, AND
 DO6121'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD
 DO6121'POSTS.
 DO6121'
 DO6121'NOTE-THIS STATION CURRENTLY HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DO6121'HIGHER THAN 15 DEGREES ABOVE THE HORIZON, BUT IN THE FUTURE BRUSHING
 DO6121'MAY BE NEEDED TO MAINTAIN VISIBILITY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5029 ***********************************************************************
 DH5029  DESIGNATION -  BARNEVELD GPS
 DH5029  PID         -  DH5029
 DH5029  STATE/COUNTY-  WI/IOWA
 DH5029  COUNTRY     -  US
 DH5029  USGS QUAD   -  BLUE MOUNDS (2018)
 DH5029
 DH5029                         *CURRENT SURVEY CONTROL
 DH5029  ______________________________________________________________________
 DH5029* NAD 83(2011) POSITION- 43 00 24.72586(N) 089 51 48.51871(W)   ADJUSTED
 DH5029* NAD 83(2011) ELLIP HT-   339.995 (meters)        (06/27/12)   ADJUSTED
 DH5029* NAD 83(2011) EPOCH   -  2010.00
 DH5029* NAVD 88 ORTHO HEIGHT -   374.014 (meters)     1227.08  (feet) ADJUSTED
 DH5029  ______________________________________________________________________
 DH5029  GEOID HEIGHT    -        -34.003 (meters)                     GEOID18
 DH5029  NAD 83(2011) X  -     11,131.525 (meters)                     COMP
 DH5029  NAD 83(2011) Y  - -4,671,668.266 (meters)                     COMP
 DH5029  NAD 83(2011) Z  -  4,328,291.670 (meters)                     COMP
 DH5029  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 DH5029  DYNAMIC HEIGHT  -        373.901 (meters)     1226.71  (feet) COMP
 DH5029  MODELED GRAVITY -    980,309.0   (mgal)                       NAVD 88
 DH5029
 DH5029  VERT ORDER      -  SECOND    CLASS I
 DH5029
 DH5029  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5029  Standards:
 DH5029         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5029            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5029  -------------------------------------------------------------------
 DH5029  NETWORK    0.24   0.35           0.11   0.08   0.18      0.08454286
 DH5029  -------------------------------------------------------------------
 DH5029  Click here for local accuracies and other accuracy information.
 DH5029
 DH5029.The horizontal coordinates were established by GPS observations
 DH5029.and adjusted by the National Geodetic Survey in June 2012.
 DH5029
 DH5029.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5029.been affixed to the stable North American tectonic plate. See 
 DH5029.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5029
 DH5029.The horizontal coordinates are valid at the epoch date displayed above
 DH5029.which is a decimal equivalence of Year/Month/Day.
 DH5029
 DH5029.The orthometric height was determined by differential leveling and
 DH5029.adjusted by the WI DEPT OF TRANSP
 DH5029.in May 2012.
 DH5029
 DH5029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5029.GEOID18 height accuracy estimate available here.
 DH5029
 DH5029.Click photographs - Photos may exist for this station.
 DH5029
 DH5029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5029
 DH5029.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5029
 DH5029.The ellipsoidal height was determined by GPS observations
 DH5029.and is referenced to NAD 83.
 DH5029
 DH5029.The dynamic height is computed by dividing the NAVD 88
 DH5029.geopotential number by the normal gravity value computed on the
 DH5029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5029.degrees latitude (g = 980.6199 gals.).
 DH5029
 DH5029.The modeled gravity was interpolated from observed gravity values.
 DH5029
 DH5029. The following values were computed from the NAD 83(2011) position.
 DH5029
 DH5029;                    North         East     Units Scale Factor Converg.
 DH5029;SPC WI S     -   111,862.618   611,130.450   MT  0.99995610   +0 05 37.7
 DH5029;SPC WI S     -   367,002.61  2,005,017.15   sFT  0.99995610   +0 05 37.7
 DH5029;UTM  16      - 4,765,557.013   266,621.769   MT  1.00027009   -1 57 14.5
 DH5029
 DH5029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5029!SPC WI S     -   0.99994668  x   0.99995610  =   0.99990279
 DH5029!UTM  16      -   0.99994668  x   1.00027009  =   1.00021676
 DH5029
 DH5029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6662165557(NAD 83)
 DH5029
 DH5029                          SUPERSEDED SURVEY CONTROL
 DH5029
 DH5029  NAD 83(2007)-  43 00 24.72598(N)    089 51 48.51964(W) AD(2002.00) 0
 DH5029  ELLIP H (02/10/07)  340.028  (m)                       GP(2002.00)    
 DH5029  NAD 83(1997)-  43 00 24.72580(N)    089 51 48.52002(W) AD(       ) 1
 DH5029  ELLIP H (08/01/05)  340.030  (m)                       GP(       ) 2 1
 DH5029  NAVD 88             374.00   (m)         1227.0    (f) LEVELING    3  
 DH5029  NAVD 88 (04/20/07)  374.001  (m)         1227.03   (f) SUPERSEDED  2 1
 DH5029
 DH5029.Superseded values are not recommended for survey control.
 DH5029
 DH5029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5029.See file dsdata.pdf to determine how the superseded data were derived.
 DH5029
 DH5029_MARKER: DD = SURVEY DISK
 DH5029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5029_STAMPING: BARNEVELD GPS 2004
 DH5029_MARK LOGO: WIDT
 DH5029_PROJECTION: FLUSH
 DH5029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5029+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 DH5029
 DH5029  HISTORY     - Date     Condition        Report By
 DH5029  HISTORY     - 2003     MONUMENTED       WIDT
 DH5029  HISTORY     - 20051227 GOOD             WIDT
 DH5029  HISTORY     - 20071001 GOOD             WIDT
 DH5029
 DH5029                          STATION DESCRIPTION
 DH5029
 DH5029'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5029'OWNERSHIP--TOWN OF BRIGHAM.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5029'US HIGHWAY 18  WITH COUNTY HIGHWY ID IN THE VILLAGE OF BARNEVELD, GO
 DH5029'EAST ON US HIGHWAY 18 FOR 2.0 MI  TO MOUNDS VIEW ROAD, TURN RIGHT AND
 DH5029'GO SOUTH ON MOUNDS VIEW ROAD FOR 0.1 MI TO THE  STATION ON THE RIGHT.
 DH5029'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5029'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5029'DIAMETER CONCRETE POST  ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5029'STATION IS 8.3 M WEST OF THE CENTERLINE OF  MOUNDS VIEW ROAD, 34.4 M
 DH5029'SOUTHWEST OF POWER POLE 6-5-11 40/16, 20.7 M NORTHWEST OF A  WOODEN
 DH5029'POST OF A --STOP SIGN AHEAD-- SIGN, 11 M NORTH OF THE CENTERLINE OF A
 DH5029'FIELD  ENTRANCE, 1.7 M EAST NORTHEAST OF A METAL POST FOR A --R/W--
 DH5029'SIGN, 1.3 M EAST OF FENCE, 0.9 M  NORTH OF AN ORANGE 4X4 PLASTIC
 DH5029'WITNESS POST AND 0.9 M SOUTH OF AN ORANGE 4X4 PLASTIC  WITNESS POST.
 DH5029'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER THAN 15
 DH5029'DEGREES  ABOVE THE HORIZON.
 DH5029
 DH5029                          STATION RECOVERY (2005)
 DH5029
 DH5029'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5029'RECOVERED AS DESCRIBED.
 DH5029
 DH5029                          STATION RECOVERY (2007)
 DH5029
 DH5029'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5431 ***********************************************************************
 DH5431  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5431  DESIGNATION -  BARRE GPS
 DH5431  PID         -  DH5431
 DH5431  STATE/COUNTY-  WI/LA CROSSE
 DH5431  COUNTRY     -  US
 DH5431  USGS QUAD   -  SAINT JOSEPH (2018)
 DH5431
 DH5431                         *CURRENT SURVEY CONTROL
 DH5431  ______________________________________________________________________
 DH5431* NAD 83(2011) POSITION- 43 50 47.12248(N) 091 03 40.00687(W)   ADJUSTED
 DH5431* NAD 83(2011) ELLIP HT-   208.087 (meters)        (06/27/12)   ADJUSTED
 DH5431* NAD 83(2011) EPOCH   -  2010.00
 DH5431* NAVD 88 ORTHO HEIGHT -   240.42  (meters)      788.8   (feet) GPS OBS
 DH5431  ______________________________________________________________________
 DH5431  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5431  GEOID HEIGHT    -        -32.328 (meters)                     GEOID12A
 DH5431  GEOID HEIGHT    -        -32.336 (meters)                     GEOID18
 DH5431  NAD 83(2011) X  -    -85,324.962 (meters)                     COMP
 DH5431  NAD 83(2011) Y  - -4,606,673.530 (meters)                     COMP
 DH5431  NAD 83(2011) Z  -  4,395,945.028 (meters)                     COMP
 DH5431  LAPLACE CORR    -         -6.52  (seconds)                    DEFLEC18
 DH5431
 DH5431  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5431  Standards:
 DH5431         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5431            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5431  -------------------------------------------------------------------
 DH5431  NETWORK    0.58   0.84           0.26   0.21   0.43     -0.01997367
 DH5431  -------------------------------------------------------------------
 DH5431  Click here for local accuracies and other accuracy information.
 DH5431
 DH5431.The horizontal coordinates were established by GPS observations
 DH5431.and adjusted by the National Geodetic Survey in June 2012.
 DH5431
 DH5431.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5431.been affixed to the stable North American tectonic plate. See 
 DH5431.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5431
 DH5431.The horizontal coordinates are valid at the epoch date displayed above
 DH5431.which is a decimal equivalence of Year/Month/Day.
 DH5431
 DH5431.The orthometric height was determined by GPS observations and a
 DH5431.high-resolution geoid model using precise GPS observation and
 DH5431.processing techniques.
 DH5431
 DH5431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5431.GEOID18 height accuracy estimate available here.
 DH5431
 DH5431.Click photographs - Photos may exist for this station.
 DH5431
 DH5431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5431
 DH5431.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5431
 DH5431.The ellipsoidal height was determined by GPS observations
 DH5431.and is referenced to NAD 83.
 DH5431
 DH5431. The following values were computed from the NAD 83(2011) position.
 DH5431
 DH5431;                    North         East     Units Scale Factor Converg.
 DH5431;SPC WI S     -   205,666.329   514,678.425   MT  0.99996270   -0 43 44.7
 DH5431;SPC WI S     -   674,756.95  1,688,574.13   sFT  0.99996270   -0 43 44.7
 DH5431;UTM  15      - 4,856,642.671   655,850.197   MT  0.99989875   +1 20 36.2
 DH5431
 DH5431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5431!SPC WI S     -   0.99996737  x   0.99996270  =   0.99993007
 DH5431!UTM  15      -   0.99996737  x   0.99989875  =   0.99986612
 DH5431
 DH5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5585056642(NAD 83)
 DH5431
 DH5431                          SUPERSEDED SURVEY CONTROL
 DH5431
 DH5431  NAD 83(2007)-  43 50 47.12253(N)    091 03 40.00765(W) AD(2002.00) 0
 DH5431  ELLIP H (02/10/07)  208.119  (m)                       GP(2002.00)    
 DH5431  NAD 83(1997)-  43 50 47.12246(N)    091 03 40.00814(W) AD(       ) 1
 DH5431  ELLIP H (08/01/05)  208.110  (m)                       GP(       ) 2 1
 DH5431  NAVD 88 (07/26/07)  240.43   (m)  GEOID03  model used  GPS OBS        
 DH5431
 DH5431.Superseded values are not recommended for survey control.
 DH5431
 DH5431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5431.See file dsdata.pdf to determine how the superseded data were derived.
 DH5431
 DH5431_MARKER: DD = SURVEY DISK
 DH5431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5431_STAMPING: BARRE GPS 1993
 DH5431_MARK LOGO: WI-063
 DH5431_PROJECTION: FLUSH
 DH5431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5431+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH5431
 DH5431  HISTORY     - Date     Condition        Report By
 DH5431  HISTORY     - 1993     MONUMENTED       WI-063
 DH5431  HISTORY     - 20030225 GOOD             WIDT
 DH5431  HISTORY     - 20061010 GOOD             WIDT
 DH5431  HISTORY     - 20100817 GOOD             WIDT
 DH5431  HISTORY     - 20160627 GOOD             WIDT
 DH5431
 DH5431                          STATION DESCRIPTION
 DH5431
 DH5431'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5431'OWNERSHIP--TOWNSHIP OF BARRE.  TO REACH THE STATION FROM THE JUNCTION
 DH5431'OF STATE  HIGHWAY 33 WITH COUNTY HIGHWAY M ABOUT 10 MILES EAST OF THE
 DH5431'CITY OF LA CROSSE, GO  NORTH-NORTHWEST ON COUNTY HIGHWAY M FOR 4.2
 DH5431'MILES TO RUSSIAN COULEE ROAD ON THE  RIGHT, TURN RIGHT AND GO NORTH ON
 DH5431'RUSSIAN COULEE ROAD FOR 1.2 MILES TO THE STATION ON  THE LEFT.  THE
 DH5431'STATION IS A BRONZE LA CROSSE COUNTY GEODETIC CONTROL MARKER DISK SET
 DH5431'IN  THE TOP OF A 30-CM DIAMETER CONCRETE POST ABOUT 2 M ABOVE THE ROAD
 DH5431'PAVEMENT.  THE  STATION IS 26.3 M NORTH-NORTHWEST OF THE CENTERLINE OF
 DH5431'RUSSIAN COULEE ROAD, 31.3 M  NORTH-NORTHEAST OF A POWERPOLE, 29 M EAST
 DH5431'OF THE EXTENDED CENTERLINE OF A FIELD  ENTRANCE, 0.5 MILES WEST OF THE
 DH5431'CENTERLINE OF A PRIVATE  ENTRANCE--W3062--AND--W3064--, 1.0  M NORTH
 DH5431'AND SOUTH OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS, AND 0.3 M EAST OF A
 DH5431'FENCE.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5431'HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5431
 DH5431                          STATION RECOVERY (2006)
 DH5431
 DH5431'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH5431'RECOVERED IN GOOD CONDITION.  ---NOTE---THE STATION IS 128 M (419.9
 DH5431'FT) WEST OF A PRIVATE ENTRANCE --W3062 AND W3064-- AND 40 M (131.2 FT)
 DH5431'EAST OF THE EXTENDED CENTER OF A FIELD ENTRANCE.
 DH5431
 DH5431                          STATION RECOVERY (2010)
 DH5431
 DH5431'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5431'RECOVERED IN GOOD CONDITION.
 DH5431
 DH5431                          STATION RECOVERY (2016)
 DH5431
 DH5431'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5431'RECOVERED IN GOOD CONDITION.  NOTE-THE STATION IS 17.8 M (58.4 FT)
 DH5431'NORTH OF A RAILROAD TIE CORNER FENCE POST, 8.5 M (27.9 FT) NORTH OF A
 DH5431'RAILROAD TIE FENCE POST AND 0.3 M (1.0 FT) EAST OF A FENCE LINE
 DH5431'RUNNING NORTH/SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9928 ***********************************************************************
 AF9928  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9928  DESIGNATION -  BARRENS GPS
 AF9928  PID         -  AF9928
 AF9928  STATE/COUNTY-  WI/BAYFIELD
 AF9928  COUNTRY     -  US
 AF9928  USGS QUAD   -  INO (2018)
 AF9928
 AF9928                         *CURRENT SURVEY CONTROL
 AF9928  ______________________________________________________________________
 AF9928* NAD 83(2011) POSITION- 46 36 46.60855(N) 091 12 46.98214(W)   ADJUSTED
 AF9928* NAD 83(2011) ELLIP HT-   348.335 (meters)        (06/27/12)   ADJUSTED
 AF9928* NAD 83(2011) EPOCH   -  2010.00
 AF9928* NAVD 88 ORTHO HEIGHT -   379.07  (meters)     1243.7   (feet) GPS OBS
 AF9928  ______________________________________________________________________
 AF9928  GEOID HEIGHT    -        -30.723 (meters)                     GEOID18
 AF9928  NAD 83(2011) X  -    -92,922.034 (meters)                     COMP
 AF9928  NAD 83(2011) Y  - -4,388,312.307 (meters)                     COMP
 AF9928  NAD 83(2011) Z  -  4,612,567.139 (meters)                     COMP
 AF9928  LAPLACE CORR    -        -11.28  (seconds)                    DEFLEC18
 AF9928
 AF9928  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9928  Standards:
 AF9928         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9928            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9928  -------------------------------------------------------------------
 AF9928  NETWORK    0.37   0.65           0.17   0.13   0.33      0.02117224
 AF9928  -------------------------------------------------------------------
 AF9928  Click here for local accuracies and other accuracy information.
 AF9928
 AF9928.The horizontal coordinates were established by GPS observations
 AF9928.and adjusted by the National Geodetic Survey in June 2012.
 AF9928
 AF9928.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9928.been affixed to the stable North American tectonic plate. See 
 AF9928.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9928
 AF9928.The horizontal coordinates are valid at the epoch date displayed above
 AF9928.which is a decimal equivalence of Year/Month/Day.
 AF9928
 AF9928.The orthometric height was determined by GPS observations and a
 AF9928.high-resolution geoid model using precise GPS observation and
 AF9928.processing techniques.
 AF9928
 AF9928.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9928.GEOID18 height accuracy estimate available here.
 AF9928
 AF9928.Click photographs - Photos may exist for this station.
 AF9928
 AF9928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9928
 AF9928.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9928
 AF9928.The ellipsoidal height was determined by GPS observations
 AF9928.and is referenced to NAD 83.
 AF9928
 AF9928. The following values were computed from the NAD 83(2011) position.
 AF9928
 AF9928;                    North         East     Units Scale Factor Converg.
 AF9928;SPC WI N     -   161,459.726   507,081.977   MT  0.99997551   -0 52 30.2
 AF9928;SPC WI N     -   529,722.45  1,663,651.45   sFT  0.99997551   -0 52 30.2
 AF9928;UTM  15      - 5,163,704.658   636,830.590   MT  0.99983013   +1 17 55.8
 AF9928
 AF9928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9928!SPC WI N     -   0.99994540  x   0.99997551  =   0.99992091
 AF9928!UTM  15      -   0.99994540  x   0.99983013  =   0.99977554
 AF9928
 AF9928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3683063704(NAD 83)
 AF9928
 AF9928                          SUPERSEDED SURVEY CONTROL
 AF9928
 AF9928  NAD 83(2007)-  46 36 46.60863(N)    091 12 46.98290(W) AD(2002.00) 0
 AF9928  ELLIP H (02/10/07)  348.365  (m)                       GP(2002.00)    
 AF9928  NAD 83(1997)-  46 36 46.60876(N)    091 12 46.98359(W) AD(       ) 1
 AF9928  ELLIP H (12/26/02)  348.388  (m)                       GP(       ) 3 2
 AF9928  NAD 83(1991)-  46 36 46.60868(N)    091 12 46.98218(W) AD(       ) 1
 AF9928  ELLIP H (04/30/98)  348.379  (m)                       GP(       ) 3 2
 AF9928  NAVD 88 (05/27/14)  379.09   (m)  GEOID12A model used  GPS OBS        
 AF9928  NAVD 88 (04/30/98)  379.1    (m)  GEOID96  model used  GPS OBS        
 AF9928
 AF9928.Superseded values are not recommended for survey control.
 AF9928
 AF9928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9928.See file dsdata.pdf to determine how the superseded data were derived.
 AF9928
 AF9928_MARKER: DD = SURVEY DISK
 AF9928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9928_STAMPING: BARRENS GPS 1992
 AF9928_PROJECTION: FLUSH
 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 - January 01, 2014
 AF9928
 AF9928  HISTORY     - Date     Condition        Report By
 AF9928  HISTORY     - 1992     MONUMENTED       USFS
 AF9928  HISTORY     - 20011113 GOOD             USPSQD
 AF9928  HISTORY     - 20140101 GOOD             WIDT
 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) .
 AF9928
 AF9928                          STATION RECOVERY (2001)
 AF9928
 AF9928'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 AF9928'RECOVERED IN GOOD CONDITION.
 AF9928
 AF9928                          STATION RECOVERY (2014)
 AF9928
 AF9928'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 AF9928'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH COUNTY
 AF9928'HIGHWAY E TO THE SOUTH AND FOREST ROAD 236 TO THE NORTH, LOCATED
 AF9928'APPROXIMATELY 9 MI (14.5 KM) NORTHWEST OF THE VILLAGE OF MASON, GO
 AF9928'NORTH ON FOREST ROAD 236 FOR 5.95 MI (9.6 KM) TO FOREST ROAD 242 ON
 AF9928'THE LEFT.  CONTINUE NORTHWEST ON FOREST ROAD 236 FOR 0.65 MI (1.0 KM)
 AF9928'TO THE STATION ON THE LEFT.
 AF9928'
 AF9928'THE STATION IS AN ALUMINUM DISK SET IN THE TOP OF A 30 CM (12 INCH)
 AF9928'DIAMETER CONCRETE POST, FLUSH WITH THE GROUND.  THE STATION IS 132 M
 AF9928'(433.1 FT) WEST OF THE CENTERLINE OF COUNTY ROAD 236, 405 M (1328.7
 AF9928'FT) SOUTH OF FOREST ROAD 407, 118 M (387.1 FT) WEST OF A
 AF9928'-NON-MOTORIZED TRAVEL WELCOME- SIGN, 0.5 M (1.6 FT) EAST OF A GREEN
 AF9928'METAL POST WITH A YELLOW PLAQUE -PLEASE PROTECT NEARBY SURVEY MARKER-,
 AF9928'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE STEEL CHANNEL
 AF9928'POSTS WITH WHITE PLAQUES.
 AF9928'
 AF9928'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 AF9928'DEGREES ABOVE THE HORIZON.
 AF9928'
 AF9928'NOTE2-THIS STATION DOES NOT HAVE DRIVABLE ACCESS FROM FOREST ROAD 236.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8521 ***********************************************************************
 AB8521  DESIGNATION -  BARRENS GPS 179
 AB8521  PID         -  AB8521
 AB8521  STATE/COUNTY-  WI/BURNETT
 AB8521  COUNTRY     -  US
 AB8521  USGS QUAD   -  FROG LAKE (2019)
 AB8521
 AB8521                         *CURRENT SURVEY CONTROL
 AB8521  ______________________________________________________________________
 AB8521* NAD 83(2011) POSITION- 46 04 28.52356(N) 092 07 27.55100(W)   ADJUSTED
 AB8521* NAD 83(2011) ELLIP HT-   284.327 (meters)        (04/15/13)   ADJUSTED
 AB8521* NAD 83(2011) EPOCH   -  2010.00
 AB8521* NAVD 88 ORTHO HEIGHT -   310.958 (meters)     1020.20  (feet) ADJUSTED
 AB8521  ______________________________________________________________________
 AB8521  GEOID HEIGHT    -        -26.625 (meters)                     GEOID18
 AB8521  NAD 83(2011) X  -   -164,305.218 (meters)                     COMP
 AB8521  NAD 83(2011) Y  - -4,429,503.417 (meters)                     COMP
 AB8521  NAD 83(2011) Z  -  4,571,207.728 (meters)                     COMP
 AB8521  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 AB8521  DYNAMIC HEIGHT  -        310.989 (meters)     1020.30  (feet) COMP
 AB8521  MODELED GRAVITY -    980,703.9   (mgal)                       NAVD 88
 AB8521
 AB8521  VERT ORDER      -  SECOND    CLASS I
 AB8521
 AB8521  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8521  Standards:
 AB8521         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8521            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8521  -------------------------------------------------------------------
 AB8521  NETWORK    0.41   0.65           0.18   0.15   0.33      0.07564802
 AB8521  -------------------------------------------------------------------
 AB8521  Click here for local accuracies and other accuracy information.
 AB8521
 AB8521.The horizontal coordinates were established by GPS observations
 AB8521.and adjusted by the National Geodetic Survey in April 2013.
 AB8521
 AB8521.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8521.been affixed to the stable North American tectonic plate. See 
 AB8521.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8521
 AB8521.The horizontal coordinates are valid at the epoch date displayed above
 AB8521.which is a decimal equivalence of Year/Month/Day.
 AB8521
 AB8521.The orthometric height was determined by differential leveling and
 AB8521.adjusted by the WI DEPT OF TRANSP
 AB8521.in May 2012.
 AB8521
 AB8521.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8521.GEOID18 height accuracy estimate available here.
 AB8521
 AB8521.Click photographs - Photos may exist for this station.
 AB8521
 AB8521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8521
 AB8521.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8521
 AB8521.The ellipsoidal height was determined by GPS observations
 AB8521.and is referenced to NAD 83.
 AB8521
 AB8521.The dynamic height is computed by dividing the NAVD 88
 AB8521.geopotential number by the normal gravity value computed on the
 AB8521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8521.degrees latitude (g = 980.6199 gals.).
 AB8521
 AB8521.The modeled gravity was interpolated from observed gravity values.
 AB8521
 AB8521. The following values were computed from the NAD 83(2011) position.
 AB8521
 AB8521;                    North         East     Units Scale Factor Converg.
 AB8521;SPC WI N     -   103,107.625   435,692.801   MT  0.99994666   -1 31 56.7
 AB8521;SPC WI N     -   338,278.93  1,429,435.46   sFT  0.99994666   -1 31 56.7
 AB8521;UTM  15      - 5,102,707.704   567,714.685   MT  0.99965637   +0 37 50.6
 AB8521
 AB8521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8521!SPC WI N     -   0.99995543  x   0.99994666  =   0.99990209
 AB8521!UTM  15      -   0.99995543  x   0.99965637  =   0.99961181
 AB8521
 AB8521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6771402707(NAD 83)
 AB8521
 AB8521                          SUPERSEDED SURVEY CONTROL
 AB8521
 AB8521  NAD 83(2011)-  46 04 28.52433(N)    092 07 27.55041(W) AD(2010.00) 0
 AB8521  ELLIP H (06/27/12)  284.331  (m)                       GP(2010.00)    
 AB8521  NAD 83(2007)-  46 04 28.52376(N)    092 07 27.55157(W) AD(2002.00) 1
 AB8521  ELLIP H (04/06/12)  284.362  (m)                       GP(2002.00) 1 1
 AB8521  NAD 83(2007)-  46 04 28.52444(N)    092 07 27.55116(W) AD(2002.00) 0
 AB8521  ELLIP H (02/10/07)  284.365  (m)                       GP(2002.00)    
 AB8521  NAD 83(1997)-  46 04 28.52439(N)    092 07 27.55186(W) AD(       ) 1
 AB8521  ELLIP H (01/30/03)  284.383  (m)                       GP(       ) 4 1
 AB8521  NAD 83(1991)-  46 04 28.52413(N)    092 07 27.54979(W) AD(       ) 1
 AB8521  ELLIP H (12/09/96)  284.411  (m)                       GP(       ) 4 1
 AB8521  NAVD 88             310.96   (m)         1020.2    (f) LEVELING    3  
 AB8521  NAVD 88 (12/09/96)  311.0    (m)  GEOID93  model used  GPS OBS        
 AB8521
 AB8521.Superseded values are not recommended for survey control.
 AB8521
 AB8521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8521.See file dsdata.pdf to determine how the superseded data were derived.
 AB8521
 AB8521_MARKER: DD = SURVEY DISK
 AB8521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8521_STAMPING: BARRENS GPS 179 1993
 AB8521_MARK LOGO: WI-013
 AB8521_PROJECTION: FLUSH
 AB8521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8521+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 AB8521
 AB8521  HISTORY     - Date     Condition        Report By
 AB8521  HISTORY     - 1993     MONUMENTED       WI-013
 AB8521  HISTORY     - 20081030 GOOD             WIDT
 AB8521  HISTORY     - 20100728 GOOD             WIDT
 AB8521  HISTORY     - 20140101 GOOD             WIDT
 AB8521
 AB8521                          STATION DESCRIPTION
 AB8521
 AB8521'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8521'THE STATION IS LOCATED 20.0 KM (12.40 MI) NORTHEAST OF THE VILLAGE OF
 AB8521'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8521'INTERSECT) , 28.4 KM (17.65 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN
 AB8521'THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, SECTION 33, T42N,
 AB8521'R14W, TOWN OF BLAINE.  TO REACH THE STATION FROM THE VILLAGE OF
 AB8521'DANBURY (WHERE STATE TRUNK HIGHWAY 35 AND STATE TRUNK HIGHWAY 77 MEET)
 AB8521'GO NORTH ALONG STATE TRUNK HIGHWAY 35/77 3.46 KM (2.15 MI) TO WHERE
 AB8521'STATE TRUNK HIGHWAY 77 TURNS EAST (RIGHT) , CONTINUE EAST ALONG STATE
 AB8521'TRUNK HIGHWAY 77 17.6 KM (10.95 MI) TO THE NAMEKAGON TRAIL, GO LEFT
 AB8521'(NORTH) ALONG THE NAMEKAGON TRAIL 3.4 KM (2.10 MI) TO WEST ADAMS LAKE
 AB8521'ROAD/NAMEKAGON TRAIL, GO NORTHWEST AND NORTH ALONG WEST ADAMS LAKE
 AB8521'ROAD/NAMEKAGON TRAIL 1.5 KM (0.95 MI) TO SPRING BROOK TRAIL, GO LEFT
 AB8521'(WEST) ON SPRING BROOK TRAIL .30 MI (0.48 KM) TO THE STATION LOCATED
 AB8521'25 FEET (7.6 M) SOUTH OF THE ROAD, .3 MI (0.5 KM) EAST OF SCENIC
 AB8521'OVERLOOK.  FIBERGLASS WITNESS POST SET ALONG SOUTH SIDE OF STATION.
 AB8521'THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 10 CM
 AB8521'ABOVE THE GROUND SURFACE.
 AB8521
 AB8521                          STATION RECOVERY (2008)
 AB8521
 AB8521'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AB8521'RECOVERED IN GOOD CONDITION.  CORRECTION--THE STATION IS 0.21 MILE
 AB8521'(NOT 0.3 MILE) WEST OF NAMEKAGON TRAIL.  ADD-- THE STATION IS 1.0 M
 AB8521'SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4
 AB8521'PLASTIC GUARD POSTS.  ---NOTE---THE DISK IS STAMPED --GPS 179--.
 AB8521
 AB8521                          STATION RECOVERY (2010)
 AB8521
 AB8521'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AB8521'RECOVERED IN GOOD CONDITION.
 AB8521'
 AB8521'NOTE-FIBERGLASS WITNESS POST HAS BEEN REMOVED.
 AB8521
 AB8521                          STATION RECOVERY (2014)
 AB8521
 AB8521'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 AB8521'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0263 ***********************************************************************
 NH0263  DESIGNATION -  BARRON
 NH0263  PID         -  NH0263
 NH0263  STATE/COUNTY-  WI/ROCK
 NH0263  COUNTRY     -  US
 NH0263  USGS QUAD   -  SHOPIERE (2018)
 NH0263
 NH0263                         *CURRENT SURVEY CONTROL
 NH0263  ______________________________________________________________________
 NH0263* NAD 83(1991) POSITION- 42 32 04.20312(N) 088 55 36.35639(W)   ADJUSTED
 NH0263* NAVD 88 ORTHO HEIGHT -   264.472 (meters)      867.69  (feet) ADJUSTED
 NH0263  ______________________________________________________________________
 NH0263  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 NH0263  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 NH0263  DYNAMIC HEIGHT  -        264.391 (meters)      867.42  (feet) COMP
 NH0263  MODELED GRAVITY -    980,308.6   (mgal)                       NAVD 88
 NH0263
 NH0263  HORZ ORDER      -  SECOND
 NH0263  VERT ORDER      -  FIRST     CLASS II
 NH0263
 NH0263.The horizontal coordinates were established by classical geodetic methods
 NH0263.and adjusted by the National Geodetic Survey in November 1991.
 NH0263
 NH0263.The orthometric height was determined by differential leveling and
 NH0263.adjusted by the NATIONAL GEODETIC SURVEY
 NH0263.in June 1991.
 NH0263
 NH0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0263.GEOID18 height accuracy estimate available here.
 NH0263
 NH0263.Click photographs - Photos may exist for this station.
 NH0263
 NH0263.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0263
 NH0263.The dynamic height is computed by dividing the NAVD 88
 NH0263.geopotential number by the normal gravity value computed on the
 NH0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0263.degrees latitude (g = 980.6199 gals.).
 NH0263
 NH0263.The modeled gravity was interpolated from observed gravity values.
 NH0263
 NH0263. The following values were computed from the NAD 83(1991) position.
 NH0263
 NH0263;                    North         East     Units Scale Factor Converg.
 NH0263;SPC WI S     -    59,946.678   688,171.910   MT  1.00004602   +0 44 14.7
 NH0263;SPC WI S     -   196,675.06  2,257,777.34   sFT  1.00004602   +0 44 14.7
 NH0263;SPC WI S     -   196,675.06  2,257,777.34   sFT  1.00004602   +0 44 14.7
 NH0263;SPC IL W     -   652,195.759   801,857.295   MT  1.00006878   +0 50 17.8
 NH0263;SPC IL W     - 2,139,745.59  2,630,760.14   sFT  1.00006878   +0 50 17.8
 NH0263;SPC WI S     -    59,946.678   688,171.910   MT  1.00004602   +0 44 14.7
 NH0263;UTM  16      - 4,710,922.975   341,769.564   MT  0.99990804   -1 18 10.2
 NH0263
 NH0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0263!SPC WI S     -   0.99996382  x   1.00004602  =   1.00000984
 NH0263!SPC IL W     -   0.99996382  x   1.00006878  =   1.00003260
 NH0263!SPC WI S     -   0.99996382  x   1.00004602  =   1.00000984
 NH0263!UTM  16      -   0.99996382  x   0.99990804  =   0.99987186
 NH0263
 NH0263:                Primary Azimuth Mark                     Grid Az
 NH0263:SPC WI S     -  ASHLAND                                  290 56 55.9
 NH0263:SPC IL W     -  ASHLAND                                  290 50 52.8
 NH0263:SPC WI S     -  ASHLAND                                  290 56 55.9
 NH0263:UTM  16      -  ASHLAND                                  292 59 20.8
 NH0263
 NH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4176910922(NAD 83)
 NH0263
 NH0263|---------------------------------------------------------------------|
 NH0263| PID    Reference Object                     Distance      Geod. Az  |
 NH0263|                                                           dddmmss.s |
 NH0263| CI8971 BARRON RM                            14.410 METERS 08715     |
 NH0263| NH1281 ASHLAND                             APPROX. 0.8 KM 2914110.6 |
 NH0263|---------------------------------------------------------------------|
 NH0263
 NH0263                          SUPERSEDED SURVEY CONTROL
 NH0263
 NH0263  NAD 83(1986)-  42 32 04.20021(N)    088 55 36.36046(W) AD(       ) 2
 NH0263  NAD 27      -  42 32 04.14600(N)    088 55 35.97100(W) AD(       ) 2
 NH0263  USSD        -  42 32 04.23300(N)    088 55 35.76400(W) AD(       ) 3
 NH0263  NGVD 29 (??/??/92)  264.527  (m)          867.87   (f) ADJ UNCH    1 2
 NH0263  NGVD 29             264.53   (m)          867.9    (f) LEVELING    3  
 NH0263
 NH0263.Superseded values are not recommended for survey control.
 NH0263
 NH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0263.See file dsdata.pdf to determine how the superseded data were derived.
 NH0263
 NH0263_MARKER: DS = TRIANGULATION STATION DISK
 NH0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0263_STAMPING: BARRON 1920
 NH0263_MARK LOGO: CGS
 NH0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0263+STABILITY: SURFACE MOTION
 NH0263
 NH0263  HISTORY     - Date     Condition        Report By
 NH0263  HISTORY     - 1920     MONUMENTED       CGS
 NH0263  HISTORY     - 1930     GOOD             CGS
 NH0263  HISTORY     - 1934     GOOD             LOCENG
 NH0263  HISTORY     - 1934     GOOD             CGS
 NH0263  HISTORY     - 1969     MARK NOT FOUND   USGS
 NH0263  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 NH0263  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0263
 NH0263                          STATION DESCRIPTION
 NH0263
 NH0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0263'STATION IS LOCATED ABOUT 7 MILES E OF BELOIT, ON THE S SIDE
 NH0263'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK,
 NH0263'1/2 MILE E OF A ROAD CROSSING, 100 YARDS NW OF RAILROAD BRIDGE
 NH0263'NO. E 180 AND 13.32 METERS (43.71 FEET) S OF THE S AND NEAREST
 NH0263'RAIL.  SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 NH0263'BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 NH0263'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK,
 NH0263'NEAR THE FENCE LINE, 14.41 METERS (47.28 FEET) FROM THE
 NH0263'STATION, N 87 DEG 15 MIN E.
 NH0263
 NH0263                          STATION RECOVERY (1930)
 NH0263
 NH0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0263'MARK WAS FOUND IN GOOD CONDITION, BUT IN THE DESCRIPTION,
 NH0263'THE PHRASE 100 YARDS NW OF RAILROAD BRIDGE NO. E 180 SHOULD
 NH0263'READ 100 YARDS SW OF RAILROAD BRIDGE NO. E 180.  THE REST
 NH0263'OF THE DESCRIPTION IS ADEQUATE.
 NH0263'
 NH0263'THIS IS A TRAVERSE STATION.
 NH0263
 NH0263                          STATION RECOVERY (1934)
 NH0263
 NH0263'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934 (AS)
 NH0263'RECOVERED BY ENGRS SURV AND CAL SERV
 NH0263'
 NH0263'STATION AND REFERENCE MARK IN GOOD CONDITION.
 NH0263'
 NH0263'THE REFERENCE MARK IS A STANDARD REFERENCE DISK IN A CONCRETE
 NH0263'POST, 47.3 FEET E OF TRIANGULATION STATION BARRON, 46.5 FEET
 NH0263'S OF THE MOST SOUTHERLY RAIL AND 5 FEET S OF THE SOUTH RAILWAY
 NH0263'RIGHT-OF-WAY LINE.
 NH0263
 NH0263                          STATION RECOVERY (1934)
 NH0263
 NH0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NH0263'7 MI E FROM BELOIT.
 NH0263'ABOUT 7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0263'PACIFIC RAILROAD FROM BELOIT, ROCK COUNTY, ABOUT 1/2 MILE EAST
 NH0263'OF A ROAD CROSSING, ABOUT 100 YARDS SOUTHWEST OF BRIDGE E 180,
 NH0263'AND 43.7 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 NH0263'TRIANGULATION-STATION DISK, STAMPED BARRON 1920 AND SET IN
 NH0263'THE TOP OF A CONCRETE POST.
 NH0263
 NH0263                          STATION RECOVERY (1969)
 NH0263
 NH0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RHB)
 NH0263'NOT FOUND.  HIGH WEEDS AND HEAVY BRUSH.
 NH0263
 NH0263                          STATION RECOVERY (1995)
 NH0263
 NH0263'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0263'MARK NOT FOUND.
 NH0263
 NH0263                          STATION RECOVERY (2001)
 NH0263
 NH0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0263'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AH8948 ***********************************************************************
 AH8948  DESIGNATION -  BARRON
 AH8948  PID         -  AH8948
 AH8948  STATE/COUNTY-  WI/BARRON
 AH8948  COUNTRY     -  US
 AH8948  USGS QUAD   -  BARRON (2018)
 AH8948
 AH8948                         *CURRENT SURVEY CONTROL
 AH8948  ______________________________________________________________________
 AH8948* NAD 83(2011) POSITION- 45 24 05.10943(N) 091 52 20.95179(W)   ADJUSTED
 AH8948* NAD 83(2011) ELLIP HT-   322.415 (meters)        (06/27/12)   ADJUSTED
 AH8948* NAD 83(2011) EPOCH   -  2010.00
 AH8948* NAVD 88 ORTHO HEIGHT -   352.772 (meters)     1157.39  (feet) ADJUSTED
 AH8948  ______________________________________________________________________
 AH8948  GEOID HEIGHT    -        -30.354 (meters)                     GEOID18
 AH8948  NAD 83(2011) X  -   -146,586.402 (meters)                     COMP
 AH8948  NAD 83(2011) Y  - -4,483,766.040 (meters)                     COMP
 AH8948  NAD 83(2011) Z  -  4,519,012.675 (meters)                     COMP
 AH8948  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 AH8948  DYNAMIC HEIGHT  -        352.739 (meters)     1157.28  (feet) COMP
 AH8948  MODELED GRAVITY -    980,515.3   (mgal)                       NAVD 88
 AH8948
 AH8948  VERT ORDER      -  SECOND    CLASS I
 AH8948
 AH8948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8948  Standards:
 AH8948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8948  -------------------------------------------------------------------
 AH8948  NETWORK    0.31   0.51           0.14   0.11   0.26      0.02690600
 AH8948  -------------------------------------------------------------------
 AH8948  Click here for local accuracies and other accuracy information.
 AH8948
 AH8948.The horizontal coordinates were established by GPS observations
 AH8948.and adjusted by the National Geodetic Survey in June 2012.
 AH8948
 AH8948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8948.been affixed to the stable North American tectonic plate. See 
 AH8948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8948
 AH8948.The horizontal coordinates are valid at the epoch date displayed above
 AH8948.which is a decimal equivalence of Year/Month/Day.
 AH8948
 AH8948.The orthometric height was determined by differential leveling and
 AH8948.adjusted by the WI DEPT OF TRANSP
 AH8948.in May 2012.
 AH8948
 AH8948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8948.GEOID18 height accuracy estimate available here.
 AH8948
 AH8948.Click photographs - Photos may exist for this station.
 AH8948
 AH8948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8948
 AH8948.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8948
 AH8948.The ellipsoidal height was determined by GPS observations
 AH8948.and is referenced to NAD 83.
 AH8948
 AH8948.The dynamic height is computed by dividing the NAVD 88
 AH8948.geopotential number by the normal gravity value computed on the
 AH8948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8948.degrees latitude (g = 980.6199 gals.).
 AH8948
 AH8948.The modeled gravity was interpolated from observed gravity values.
 AH8948
 AH8948. The following values were computed from the NAD 83(2011) position.
 AH8948
 AH8948;                    North         East     Units Scale Factor Converg.
 AH8948;SPC WI C     -   175,939.467   453,410.425   MT  0.99998272   -1 19 16.3
 AH8948;SPC WI C     -   577,228.07  1,487,564.04   sFT  0.99998272   -1 19 16.3
 AH8948;UTM  15      - 5,028,162.843   588,242.534   MT  0.99969574   +0 48 10.4
 AH8948
 AH8948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8948!SPC WI C     -   0.99994945  x   0.99998272  =   0.99993218
 AH8948!UTM  15      -   0.99994945  x   0.99969574  =   0.99964521
 AH8948
 AH8948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8824228162(NAD 83)
 AH8948
 AH8948                          SUPERSEDED SURVEY CONTROL
 AH8948
 AH8948  NAD 83(2007)-  45 24 05.10946(N)    091 52 20.95238(W) AD(2002.00) 0
 AH8948  ELLIP H (02/10/07)  322.448  (m)                       GP(2002.00)    
 AH8948  NAD 83(1997)-  45 24 05.10951(N)    091 52 20.95278(W) AD(       ) 1
 AH8948  NAD 83(1991)-  45 24 05.10903(N)    091 52 20.95171(W) AD(       ) 1
 AH8948  ELLIP H (05/04/99)  322.476  (m)                       GP(       ) 2 1
 AH8948  NAVD 88             352.77   (m)         1157.4    (f) LEVELING    3  
 AH8948
 AH8948.Superseded values are not recommended for survey control.
 AH8948
 AH8948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8948.See file dsdata.pdf to determine how the superseded data were derived.
 AH8948
 AH8948_MARKER: F = FLANGE-ENCASED ROD
 AH8948_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AH8948_STAMPING: BARRON 1998
 AH8948_MARK LOGO: WI-005
 AH8948_PROJECTION: FLUSH
 AH8948_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8948+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 AH8948_ROD/PIPE-DEPTH: 7.3 meters
 AH8948_SLEEVE-DEPTH  : 0.8 meters
 AH8948
 AH8948  HISTORY     - Date     Condition        Report By
 AH8948  HISTORY     - 1998     MONUMENTED       WI-005
 AH8948  HISTORY     - 20050930 GOOD             WIDT
 AH8948  HISTORY     - 20071024 GOOD             WIDT
 AH8948
 AH8948                          STATION DESCRIPTION
 AH8948
 AH8948'DESCRIBED BY BARRON COUNTY WISCONSIN 1998 (MFN)
 AH8948'STATION IS LOCATED 0.8 MI (1.3 KM) W OF THE CITY OF BARRON IN THE NE
 AH8948'1/4 OF THE SE 1/4 OF SEC 29, T34N,R12W, 4TH PRINCIPAL MERIDIAN, TOWN
 AH8948'OF BARRON, BARRON COUNTY.  TO REACH THE STATION FROM THE CITY OF
 AH8948'BARRON FROM THE INTERSECTION OF USH 8 AND STH 25 SOUTH GO WEST ALONG
 AH8948'USH 8 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT.  STATION IS 408 FT
 AH8948'(124.4 M) WEST OF CENTERLINE OF DRIVEWAY HOUSE NUMBER 1388, 318 FT
 AH8948'(96.9 M) EAST OF CENTERLINE OF DRIVEWAY LEADING TO CITY OF BARRON
 AH8948'PROPERTY, 62 FT (18.9 M) SOUTH OF THE CENTERLINE OF USH 8, PLASTIC
 AH8948'WITNESS POSTS SET 1 FT (0.3 M) NORTH AND 13 FT (4.0 M) NORTH OF
 AH8948'STATION.  DESCRIBED BY BARRON COUNTY (CDF) .
 AH8948
 AH8948                          STATION RECOVERY (2005)
 AH8948
 AH8948'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AH8948'RECOVERED AS DESCRIBED.  NOTE--- THE STATION IS LOCATED WITHIN THE
 AH8948'RIGHT OF WAY ABOUT 2 M ABOVE THE HIGHWAY PAVEMENT.  ADD-- THE STATION
 AH8948'IS 26.3 M WEST-SOUTHWEST OF POWER POLE --8416EE49--, 13.4 M EAST OF
 AH8948'THE NORTHEASTERN OF FOUR --BARRON CHURCHES-- WOOD SIGN POSTS, AND 1.0
 AH8948'M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE 4X4 ORANGE
 AH8948'PLASTIC GUARD POSTS.
 AH8948
 AH8948                          STATION RECOVERY (2007)
 AH8948
 AH8948'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AH8948'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7193 ***********************************************************************
 DN7193  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7193  DESIGNATION -  BARRON E GPS
 DN7193  PID         -  DN7193
 DN7193  STATE/COUNTY-  WI/BARRON
 DN7193  COUNTRY     -  US
 DN7193  USGS QUAD   -  BARRON (2018)
 DN7193
 DN7193                         *CURRENT SURVEY CONTROL
 DN7193  ______________________________________________________________________
 DN7193* NAD 83(2011) POSITION- 45 27 02.59426(N) 091 47 45.24257(W)   ADJUSTED
 DN7193* NAD 83(2011) ELLIP HT-   310.773 (meters)        (04/15/13)   ADJUSTED
 DN7193* NAD 83(2011) EPOCH   -  2010.00
 DN7193* NAVD 88 ORTHO HEIGHT -   341.05  (meters)     1118.9   (feet) GPS OBS
 DN7193  ______________________________________________________________________
 DN7193  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7193  GEOID HEIGHT    -        -30.276 (meters)                     GEOID12A
 DN7193  GEOID HEIGHT    -        -30.278 (meters)                     GEOID18
 DN7193  NAD 83(2011) X  -   -140,470.345 (meters)                     COMP
 DN7193  NAD 83(2011) Y  - -4,480,048.335 (meters)                     COMP
 DN7193  NAD 83(2011) Z  -  4,522,850.144 (meters)                     COMP
 DN7193  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 DN7193
 DN7193  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7193  Standards:
 DN7193         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7193            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7193  -------------------------------------------------------------------
 DN7193  NETWORK    0.83   1.53           0.37   0.30   0.78      0.00879781
 DN7193  -------------------------------------------------------------------
 DN7193  Click here for local accuracies and other accuracy information.
 DN7193
 DN7193.The horizontal coordinates were established by GPS observations
 DN7193.and adjusted by the National Geodetic Survey in April 2013.
 DN7193
 DN7193.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7193.been affixed to the stable North American tectonic plate. See 
 DN7193.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7193
 DN7193.The horizontal coordinates are valid at the epoch date displayed above
 DN7193.which is a decimal equivalence of Year/Month/Day.
 DN7193
 DN7193.The orthometric height was determined by GPS observations and a
 DN7193.high-resolution geoid model using precise GPS observation and
 DN7193.processing techniques.
 DN7193
 DN7193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7193.GEOID18 height accuracy estimate available here.
 DN7193
 DN7193.Click photographs - Photos may exist for this station.
 DN7193
 DN7193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7193
 DN7193.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7193
 DN7193.The ellipsoidal height was determined by GPS observations
 DN7193.and is referenced to NAD 83.
 DN7193
 DN7193. The following values were computed from the NAD 83(2011) position.
 DN7193
 DN7193;                    North         East     Units Scale Factor Converg.
 DN7193;SPC WI C     -   181,281.985   459,526.202   MT  0.99999099   -1 16 01.7
 DN7193;SPC WI C     -   594,755.98  1,507,628.88   sFT  0.99999099   -1 16 01.7
 DN7193;UTM  15      - 5,033,726.843   594,154.355   MT  0.99970899   +0 51 29.4
 DN7193
 DN7193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7193!SPC WI C     -   0.99995128  x   0.99999099  =   0.99994227
 DN7193!UTM  15      -   0.99995128  x   0.99970899  =   0.99966028
 DN7193
 DN7193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9415433726(NAD 83)
 DN7193
 DN7193                          SUPERSEDED SURVEY CONTROL
 DN7193
 DN7193  NAD 83(2007)-  45 27 02.59432(N)    091 47 45.24322(W) AD(2002.00) 1
 DN7193  ELLIP H (04/06/12)  310.802  (m)                       GP(2002.00) 1 1
 DN7193
 DN7193.Superseded values are not recommended for survey control.
 DN7193
 DN7193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7193.See file dsdata.pdf to determine how the superseded data were derived.
 DN7193
 DN7193_MARKER: DD = SURVEY DISK
 DN7193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7193_STAMPING: BARRON E GPS 2006
 DN7193_MARK LOGO: WIDT
 DN7193_PROJECTION: FLUSH
 DN7193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7193+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2010
 DN7193
 DN7193  HISTORY     - Date     Condition        Report By
 DN7193  HISTORY     - 2005     MONUMENTED       WIDT
 DN7193  HISTORY     - 20100901 GOOD             WIDT
 DN7193
 DN7193                          STATION DESCRIPTION
 DN7193
 DN7193'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7193'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DN7193'HIGHWAY O, SOUTHWEST OF THE CITY OF RICE LAKE, GO WEST ON COUNTY
 DN7193'HIGHWAY O FOR 0.3 MI (0.5 KM) TO 19TH STREET.  TURN LEFT AND GO SOUTH
 DN7193'ON 19TH STREET FOR 1.4 MI (2.3 KM) TO 17TH AVENUE RIGHT.  TURN RIGHT
 DN7193'AND GO WEST ON 17TH AVENUE FOR 1.5 MI (2.4 KM) TO 17 1/2 STREET LEFT.
 DN7193'TURN LEFT AND GO SOUTH ON 17 1/2 STREET FOR 0.05 MI (0.1 KM) TO THE
 DN7193'STATION ON THE RIGHT.
 DN7193'
 DN7193'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7193'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7193'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7193'GROUND AND LEVEL WITH THE ROAD SURFACE.  THE STATION IS 6.1 M (20.0
 DN7193'FT) WEST OF THE CENTERLINE OF 17 1/2 STREET, 113.0 M (370.7 FT) SOUTH
 DN7193'OF 17TH AVENUE, 5.5 M (18.0 FT) SOUTH OF A FIELD ENTRANCE, 1 M (3.3
 DN7193'FT) EAST OF A CULTIVATED FIELD AND IS 0.9 M (3.0 FT) FROM THREE ORANGE
 DN7193'4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7193'
 DN7193'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7193'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5333 ***********************************************************************
 DN5333  DESIGNATION -  BARRONETT C GPS
 DN5333  PID         -  DN5333
 DN5333  STATE/COUNTY-  WI/WASHBURN
 DN5333  COUNTRY     -  US
 DN5333  USGS QUAD   -  SHELL LAKE (2018)
 DN5333
 DN5333                         *CURRENT SURVEY CONTROL
 DN5333  ______________________________________________________________________
 DN5333* NAD 83(2011) POSITION- 45 40 45.58154(N) 091 58 03.03174(W)   ADJUSTED
 DN5333* NAD 83(2011) ELLIP HT-   412.035 (meters)        (04/15/13)   ADJUSTED
 DN5333* NAD 83(2011) EPOCH   -  2010.00
 DN5333* NAVD 88 ORTHO HEIGHT -   441.361 (meters)     1448.03  (feet) ADJUSTED
 DN5333  ______________________________________________________________________
 DN5333  GEOID HEIGHT    -        -29.326 (meters)                     GEOID18
 DN5333  NAD 83(2011) X  -   -153,267.522 (meters)                     COMP
 DN5333  NAD 83(2011) Y  - -4,461,545.514 (meters)                     COMP
 DN5333  NAD 83(2011) Z  -  4,540,711.635 (meters)                     COMP
 DN5333  LAPLACE CORR    -         -9.92  (seconds)                    DEFLEC18
 DN5333  DYNAMIC HEIGHT  -        441.328 (meters)     1447.92  (feet) COMP
 DN5333  MODELED GRAVITY -    980,526.8   (mgal)                       NAVD 88
 DN5333
 DN5333  VERT ORDER      -  SECOND    CLASS I
 DN5333
 DN5333  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5333  Standards:
 DN5333         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5333            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5333  -------------------------------------------------------------------
 DN5333  NETWORK    0.64   1.20           0.29   0.22   0.61      0.11667894
 DN5333  -------------------------------------------------------------------
 DN5333  Click here for local accuracies and other accuracy information.
 DN5333
 DN5333.The horizontal coordinates were established by GPS observations
 DN5333.and adjusted by the National Geodetic Survey in April 2013.
 DN5333
 DN5333.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5333.been affixed to the stable North American tectonic plate. See 
 DN5333.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5333
 DN5333.The horizontal coordinates are valid at the epoch date displayed above
 DN5333.which is a decimal equivalence of Year/Month/Day.
 DN5333
 DN5333.The orthometric height was determined by differential leveling and
 DN5333.adjusted by the WI DEPT OF TRANSP
 DN5333.in May 2012.
 DN5333
 DN5333.No vertical observational check was made to the station.
 DN5333
 DN5333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5333.GEOID18 height accuracy estimate available here.
 DN5333
 DN5333.Click photographs - Photos may exist for this station.
 DN5333
 DN5333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5333
 DN5333.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5333
 DN5333.The ellipsoidal height was determined by GPS observations
 DN5333.and is referenced to NAD 83.
 DN5333
 DN5333.The dynamic height is computed by dividing the NAVD 88
 DN5333.geopotential number by the normal gravity value computed on the
 DN5333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5333.degrees latitude (g = 980.6199 gals.).
 DN5333
 DN5333.The modeled gravity was interpolated from observed gravity values.
 DN5333
 DN5333. The following values were computed from the NAD 83(2011) position.
 DN5333
 DN5333;                    North         East     Units Scale Factor Converg.
 DN5333;SPC WI N     -    58,877.528   446,730.756   MT  0.99998146   -1 25 09.5
 DN5333;SPC WI N     -   193,167.36  1,465,649.16   sFT  0.99998146   -1 25 09.5
 DN5333;UTM  15      - 5,058,938.023   580,408.670   MT  0.99967949   +0 44 19.4
 DN5333
 DN5333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5333!SPC WI N     -   0.99993541  x   0.99998146  =   0.99991687
 DN5333!UTM  15      -   0.99993541  x   0.99967949  =   0.99961492
 DN5333
 DN5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8040858938(NAD 83)
 DN5333
 DN5333                          SUPERSEDED SURVEY CONTROL
 DN5333
 DN5333  NAD 83(2007)-  45 40 45.58151(N)    091 58 03.03224(W) AD(2002.00) 1
 DN5333  ELLIP H (04/06/12)  412.070  (m)                       GP(2002.00) 1 1
 DN5333  NAVD 88             441.36   (m)         1448.0    (f) LEVELING    3  
 DN5333
 DN5333.Superseded values are not recommended for survey control.
 DN5333
 DN5333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5333.See file dsdata.pdf to determine how the superseded data were derived.
 DN5333
 DN5333_MARKER: DD = SURVEY DISK
 DN5333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5333_STAMPING: BARRONETT C GPS 2006
 DN5333_MARK LOGO: WIDT
 DN5333_PROJECTION: FLUSH
 DN5333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5333+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 DN5333
 DN5333  HISTORY     - Date     Condition        Report By
 DN5333  HISTORY     - 2005     MONUMENTED       WIDT
 DN5333  HISTORY     - 20100916 GOOD             WIDT
 DN5333  HISTORY     - 20170426 GOOD             WIDT
 DN5333
 DN5333                          STATION DESCRIPTION
 DN5333
 DN5333'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5333'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5333'HIGHWAY J APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF THE CITY OF SHELL
 DN5333'LAKE, GO NORTH ON US HIGHWAY 63 FOR 0.7 MI (1.1 KM) TO WOODYARD ROAD.
 DN5333'TURN RIGHT AND GO EAST ON WOODYARD ROAD FOR 0.15 MI (0.2 KM) TO A
 DN5333'GRAVEL ROAD (OLD HIGHWAY 63).  TURN RIGHT AND GO SOUTHWEST ON OLD
 DN5333'HIGHWAY 63 FOR 0.1 MI (0.2 KM) TO PINE LAKE ROAD LEFT.  TURN LEFT AND
 DN5333'GO SOUTH ON PINE LAKE ROAD FOR 0.5 MI (0.8 KM) O THE END OF PINE LAKE
 DN5333'ROAD AND A PRIVATE ENTRANCE -N1224- LEFT.  TURN LEFT AND GO SOUTHEAST
 DN5333'ON THE PRIVATE ENTRANCE FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DN5333'RIGHT.
 DN5333'
 DN5333'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5333'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5333'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5333'GROUND AND APPROXIMATELY LEVEL WITH THE PRIVATE ENTRANCE SURFACE.
 DN5333'
 DN5333'THE STATION IS 5.8 M (19.0 FT) SOUTHWEST OF THE CENTERLINE OF PRIVATE
 DN5333'ENTRANCE -N1224-, 12.9 M (42.3 FT) SOUTH OF A POWER POLE AND IS 1 M
 DN5333'(3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DN5333'STATION.
 DN5333'
 DN5333'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5333'DEGREES ABOVE THE HORIZON.
 DN5333
 DN5333                          STATION RECOVERY (2017)
 DN5333
 DN5333'RECOVERY NOTE BY WI DEPT OF TRANSP 2017 (MJH)
 DN5333'THIS STATION IS ON PRIVATE PROPERTY.  ANYONE USING THIS STATION SHOULD
 DN5333'BE CAREFUL TO NOT DISTURB NOR TEAR UP THE SURROUNDING LANDSCAPING.
 DN5333'THE THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION HAVE
 DN5333'BEEN REMOVED PER THE LANDOWNERS WISHES.  DO NOT PLACE ANY PERMANENT
 DN5333'GUARD POSTS AT THIS STATION.
 DN5333'
 DN5333'BECAUSE THE POSTS WERE REMOVED, ADDITIONAL TIES TO THE STATION WERE
 DN5333'MADE.
 DN5333'
 DN5333'THE STATION IS APPROXIMATELY 790 FT (240.8 M) FROM THE INTERSECTION OF
 DN5333'THE PRIVATE DRIVE WITH PINE LAKE ROAD ON THE RIGHT (SOUTH) 19 FT (5.8
 DN5333'M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE PRIVATE DRIVE 42.3 FT
 DN5333'(12.9 M) SOUTH OF THE NEAREST POWER POLE NORTH OF THE DRIVEWAY (WHICH
 DN5333'IS THE THIRD POLE EAST FROM THE INTERSECTION OF THE PRIVATE DRIVE AND
 DN5333'PINE LAKE ROAD) 240 FT (73.2 M) SOUTHWEST OF THE FOURTH POLE FROM THE
 DN5333'INTERSECTION AND 355 FT (108.2 M) SOUTHEAST FROM THE SECOND POLE EAST
 DN5333'OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7265 ***********************************************************************
 DN7265  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7265  DESIGNATION -  BARRONETT GPS
 DN7265  PID         -  DN7265
 DN7265  STATE/COUNTY-  WI/BARRON
 DN7265  COUNTRY     -  US
 DN7265  USGS QUAD   -  LOWER VERMILLION LAKE (2018)
 DN7265
 DN7265                         *CURRENT SURVEY CONTROL
 DN7265  ______________________________________________________________________
 DN7265* NAD 83(2011) POSITION- 45 36 45.73166(N) 091 56 20.72042(W)   ADJUSTED
 DN7265* NAD 83(2011) ELLIP HT-   376.484 (meters)        (04/15/13)   ADJUSTED
 DN7265* NAD 83(2011) EPOCH   -  2010.00
 DN7265* NAVD 88 ORTHO HEIGHT -   406.23  (meters)     1332.8   (feet) GPS OBS
 DN7265  ______________________________________________________________________
 DN7265  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7265  GEOID HEIGHT    -        -29.752 (meters)                     GEOID12A
 DN7265  GEOID HEIGHT    -        -29.747 (meters)                     GEOID18
 DN7265  NAD 83(2011) X  -   -151,232.822 (meters)                     COMP
 DN7265  NAD 83(2011) Y  - -4,466,888.268 (meters)                     COMP
 DN7265  NAD 83(2011) Z  -  4,535,509.144 (meters)                     COMP
 DN7265  LAPLACE CORR    -         -6.18  (seconds)                    DEFLEC18
 DN7265
 DN7265  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7265  Standards:
 DN7265         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7265            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7265  -------------------------------------------------------------------
 DN7265  NETWORK    0.56   1.12           0.26   0.19   0.57     -0.00247828
 DN7265  -------------------------------------------------------------------
 DN7265  Click here for local accuracies and other accuracy information.
 DN7265
 DN7265.The horizontal coordinates were established by GPS observations
 DN7265.and adjusted by the National Geodetic Survey in April 2013.
 DN7265
 DN7265.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7265.been affixed to the stable North American tectonic plate. See 
 DN7265.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7265
 DN7265.The horizontal coordinates are valid at the epoch date displayed above
 DN7265.which is a decimal equivalence of Year/Month/Day.
 DN7265
 DN7265.The orthometric height was determined by GPS observations and a
 DN7265.high-resolution geoid model using precise GPS observation and
 DN7265.processing techniques.
 DN7265
 DN7265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7265.GEOID18 height accuracy estimate available here.
 DN7265
 DN7265.Click photographs - Photos may exist for this station.
 DN7265
 DN7265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7265
 DN7265.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7265
 DN7265.The ellipsoidal height was determined by GPS observations
 DN7265.and is referenced to NAD 83.
 DN7265
 DN7265. The following values were computed from the NAD 83(2011) position.
 DN7265
 DN7265;                    North         East     Units Scale Factor Converg.
 DN7265;SPC WI C     -   199,537.641   448,758.050   MT  1.00002342   -1 22 05.4
 DN7265;SPC WI C     -   654,649.74  1,472,300.37   sFT  1.00002342   -1 22 05.4
 DN7265;UTM  15      - 5,051,564.950   582,719.964   MT  0.99968412   +0 45 29.5
 DN7265
 DN7265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7265!SPC WI C     -   0.99994098  x   1.00002342  =   0.99996440
 DN7265!UTM  15      -   0.99994098  x   0.99968412  =   0.99962512
 DN7265
 DN7265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8271951564(NAD 83)
 DN7265
 DN7265                          SUPERSEDED SURVEY CONTROL
 DN7265
 DN7265  NAD 83(2007)-  45 36 45.73163(N)    091 56 20.72091(W) AD(2002.00) 1
 DN7265  ELLIP H (04/06/12)  376.517  (m)                       GP(2002.00) 1 1
 DN7265
 DN7265.Superseded values are not recommended for survey control.
 DN7265
 DN7265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7265.See file dsdata.pdf to determine how the superseded data were derived.
 DN7265
 DN7265_MARKER: DD = SURVEY DISK
 DN7265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7265_STAMPING: BARRONETT GPS 2006
 DN7265_MARK LOGO: WIDT
 DN7265_PROJECTION: FLUSH
 DN7265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7265+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2016
 DN7265
 DN7265  HISTORY     - Date     Condition        Report By
 DN7265  HISTORY     - 2005     MONUMENTED       WIDT
 DN7265  HISTORY     - 20100914 GOOD             WIDT
 DN7265  HISTORY     - 20160823 GOOD             WIDT
 DN7265
 DN7265                          STATION DESCRIPTION
 DN7265
 DN7265'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7265'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH 30TH
 DN7265'AVENUE AT THE NORTH EDGE OF THE COMMUNITY OF BARRONETT AND THE
 DN7265'BARRON-WASHBURN COUNTY LINE, GO EAST ON 30TH AVENUE FOR 2.5 MI (4.0
 DN7265'KM) TO 10 1/2 STREET RIGHT.  TURN RIGHT AND GO SOUTH ON 10 1/2 STREET
 DN7265'FOR 1.4 MI (2.3 KM) TO 28 1/2 AVENUE RIGHT.  CONTINUE SOUTH ON 10 1/2
 DN7265'STREET FOR 0.35 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DN7265'
 DN7265'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7265'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7265'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7265'GROUND AND APPROXIMATELY 0.8 M (2.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7265'THE STATION IS 6.5 M (21.3 FT) EAST OF THE CENTERLINE OF 10 1/2
 DN7265'STREET, 39.8 M (130.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF THE
 DN7265'PRIVATE ENTRANCE -2814-, 22.7 M (74.5 FT) SOUTH OF THE SOUTH END OF A
 DN7265'LINE OF PINE TREES AND 1.0 M (3.3 FT) NORTH AND 1.0 M (3.3 FT) SOUTH
 DN7265'OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7265'
 DN7265'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7265'15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES NORTH AND SOUTH OF THE
 DN7265'STATION EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DN7265
 DN7265                          STATION RECOVERY (2016)
 DN7265
 DN7265'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DN7265'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0582 ***********************************************************************
 QN0582  DESIGNATION -  BARRONETT LOOKOUT
 QN0582  PID         -  QN0582
 QN0582  STATE/COUNTY-  WI/WASHBURN
 QN0582  COUNTRY     -  US
 QN0582  USGS QUAD   -  SHELL LAKE (2018)
 QN0582
 QN0582                         *CURRENT SURVEY CONTROL
 QN0582  ______________________________________________________________________
 QN0582* NAD 83(1996) POSITION- 45 40 26.23021(N) 091 58 49.42015(W)   ADJUSTED
 QN0582  ______________________________________________________________________
 QN0582  GEOID HEIGHT    -        -29.306 (meters)                     GEOID18
 QN0582  LAPLACE CORR    -        -10.35  (seconds)                    DEFLEC18
 QN0582  HORZ ORDER      -  THIRD
 QN0582
 QN0582.The horizontal coordinates were established by classical geodetic methods
 QN0582.and adjusted by the National Geodetic Survey in March 1999.
 QN0582
 QN0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0582.GEOID18 height accuracy estimate available here.
 QN0582
 QN0582.Click photographs - Photos may exist for this station.
 QN0582
 QN0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0582
 QN0582. The following values were computed from the NAD 83(1996) position.
 QN0582
 QN0582;                    North         East     Units Scale Factor Converg.
 QN0582;SPC WI N     -    58,305.226   445,712.273   MT  0.99998225   -1 25 43.0
 QN0582;SPC WI N     -   191,289.73  1,462,307.68   sFT  0.99998225   -1 25 43.0
 QN0582;SPC WI C     -   206,421.121   445,703.013   MT  1.00003778   -1 23 50.4
 QN0582;SPC WI C     -   677,233.29  1,462,277.30   sFT  1.00003778   -1 23 50.4
 QN0582;UTM  15      - 5,058,327.960   579,412.762   MT  0.99967753   +0 43 46.0
 QN0582
 QN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7941258327(NAD 83)
 QN0582
 QN0582                          SUPERSEDED SURVEY CONTROL
 QN0582
 QN0582  NAD 83(1991)-  45 40 26.22711(N)    091 58 49.42331(W) AD(       ) 3
 QN0582  NAD 83(1986)-  45 40 26.21865(N)    091 58 49.41251(W) AD(       ) 3
 QN0582  NAD 27      -  45 40 26.41700(N)    091 58 48.77900(W) AD(       ) 3
 QN0582
 QN0582.Superseded values are not recommended for survey control.
 QN0582
 QN0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0582.See file dsdata.pdf to determine how the superseded data were derived.
 QN0582
 QN0582_MARKER: 57 = LOOKOUT TOWER
 QN0582
 QN0582  HISTORY     - Date     Condition        Report By
 QN0582  HISTORY     - 1934     FIRST OBSERVED   CGS
 QN0582
 QN0582                          STATION DESCRIPTION
 QN0582
 QN0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0582'THE STATION IS THE CENTER OF THE BARRONETT FIRE LOOKOUT TOWER
 QN0582'WHICH WAS BUILT BY THE WISCONSIN CONSERVATION DEPARTMENT IN 1934.
 QN0582'THE TOWER IS ABOUT 5-1/2 MILES, AIRLINE, SOUTHWEST BY SOUTH
 QN0582'FROM SHELL LAKE, IN NW 1/4 SE 1/4 OF SEC. 21, T. 37 N., R. 13 W.,
 QN0582'IT IS ON LAND OWNED BY MRS. MARY MUTZ AND LEASED TO THE STATE
 QN0582'FOR A PERMANENT TOWER SITE.  THE STATE PLANS TO MAINTAIN THIS
 QN0582'TOWER PERMANENTLY.  THE TOWER IS A STANDARD STRUCTURE, A
 QN0582'FOUR-LEGGED STEEL TOWER WITH A WOOD HOUSE ON TOP.  THE FLOOR
 QN0582'OF THE HOUSE IS 72 FEET ABOVE THE FOUR CONCRETE FOOTINGS OVER
 QN0582'WHICH THE TOWER IS CENTERED.  THIS STATION WAS NOT VISITED BY THE
 QN0582'PARTY.  THE DESCRIPTION WAS OBTAINED FROM THE STATE
 QN0582'CONSERVATION DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7223 ***********************************************************************
 DN7223  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7223  DESIGNATION -  BARRONETT N GPS
 DN7223  PID         -  DN7223
 DN7223  STATE/COUNTY-  WI/WASHBURN
 DN7223  COUNTRY     -  US
 DN7223  USGS QUAD   -  SHELL LAKE (2018)
 DN7223
 DN7223                         *CURRENT SURVEY CONTROL
 DN7223  ______________________________________________________________________
 DN7223* NAD 83(2011) POSITION- 45 42 44.42156(N) 091 59 27.88282(W)   ADJUSTED
 DN7223* NAD 83(2011) ELLIP HT-   351.748 (meters)        (12/17/25)   ADJUSTED
 DN7223* NAD 83(2011) EPOCH   -  2010.00
 DN7223* NAVD 88 ORTHO HEIGHT -   380.77  (meters)     1249.2   (feet) GPS OBS
 DN7223  ______________________________________________________________________
 DN7223  GEOID HEIGHT    -        -29.037 (meters)                     GEOID18
 DN7223  NAD 83(2011) X  -   -155,010.158 (meters)                     COMP
 DN7223  NAD 83(2011) Y  - -4,458,815.717 (meters)                     COMP
 DN7223  NAD 83(2011) Z  -  4,543,231.345 (meters)                     COMP
 DN7223  LAPLACE CORR    -        -12.70  (seconds)                    DEFLEC18
 DN7223
 DN7223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7223  Standards:
 DN7223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7223  -------------------------------------------------------------------
 DN7223  NETWORK    0.41   2.04           0.19   0.14   1.04      0.00939111
 DN7223  -------------------------------------------------------------------
 DN7223  Click here for local accuracies and other accuracy information.
 DN7223
 DN7223.The horizontal coordinates were established by GPS observations
 DN7223.and adjusted by the WI DEPT OF TRANSP in December 2025.
 DN7223
 DN7223.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DN7223.frame has been affixed to the stable North American tectonic plate 
 DN7223
 DN7223.The horizontal coordinates are valid at the epoch date displayed above
 DN7223.which is a decimal equivalence of Year/Month/Day.
 DN7223
 DN7223.The orthometric height was determined by GPS observations and a
 DN7223.high-resolution geoid model using precise GPS observation and
 DN7223.processing techniques.
 DN7223
 DN7223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7223.GEOID18 height accuracy estimate available here.
 DN7223
 DN7223.Click photographs - Photos may exist for this station.
 DN7223
 DN7223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7223
 DN7223.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7223
 DN7223.The ellipsoidal height was determined by GPS observations
 DN7223.and is referenced to NAD 83.
 DN7223
 DN7223. The following values were computed from the NAD 83(2011) position.
 DN7223
 DN7223;                    North         East     Units Scale Factor Converg.
 DN7223;SPC WI N     -    62,591.087   444,987.016   MT  0.99997675   -1 26 10.7
 DN7223;SPC WI N     -   205,350.92  1,459,928.23   sFT  0.99997675   -1 26 10.7
 DN7223;UTM  15      - 5,062,582.178   578,526.880   MT  0.99967581   +0 43 20.2
 DN7223
 DN7223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7223!SPC WI N     -   0.99994486  x   0.99997675  =   0.99992161
 DN7223!UTM  15      -   0.99994486  x   0.99967581  =   0.99962069
 DN7223
 DN7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7852662582(NAD 83)
 DN7223
 DN7223                          SUPERSEDED SURVEY CONTROL
 DN7223
 DN7223  NAD 83(2011)-  45 42 44.42158(N)    091 59 27.88338(W) AD(2010.00) 0
 DN7223  ELLIP H (04/15/13)  351.796  (m)                       GP(2010.00)    
 DN7223  NAD 83(2007)-  45 42 44.42157(N)    091 59 27.88389(W) AD(2002.00) 1
 DN7223  ELLIP H (04/06/12)  351.831  (m)                       GP(2002.00) 1 1
 DN7223  NAVD 88 (10/23/12)  380.83   (m)  GEOID12A model used  GPS OBS        
 DN7223
 DN7223.Superseded values are not recommended for survey control.
 DN7223
 DN7223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7223.See file dsdata.pdf to determine how the superseded data were derived.
 DN7223
 DN7223_MARKER: DD = SURVEY DISK
 DN7223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7223_STAMPING: BARRONETT N GPS 2006
 DN7223_MARK LOGO: WIDT
 DN7223_PROJECTION: FLUSH
 DN7223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN7223+STABILITY: SURFACE MOTION
 DN7223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7223+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2025
 DN7223
 DN7223  HISTORY     - Date     Condition        Report By
 DN7223  HISTORY     - 2005     MONUMENTED       WIDT
 DN7223  HISTORY     - 20100916 GOOD             WIDT
 DN7223  HISTORY     - 20250120 GOOD             DJHENK
 DN7223
 DN7223                          STATION DESCRIPTION
 DN7223
 DN7223'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7223'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN7223'HIGHWAY D EAST AND HILLTOP ROAD WEST APPROXIMATELY 1 MI (1.6 KM)
 DN7223'SOUTHWEST OF THE CITY OF SHELL LAKE, GO SOUTHWEST ON US HIGHWAY 63 FOR
 DN7223'1.0 MI (1.6 KM) TO HEART LAKE ROAD.  TURN RIGHT AND GO WEST ON HEART
 DN7223'LAKE ROAD FOR 2.3 MI (3.7 KM) TO CLAM ROAD RIGHT.  TURN RIGHT AND GO
 DN7223'NORTH ON CLAM ROAD FOR 54 M (177.2 FT) TO THE STATION ON THE RIGHT.
 DN7223'
 DN7223'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7223'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7223'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7223'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.  THE STATION IS
 DN7223'6.1 M (20.0 FT) EAST OF THE CENTERLINE OF CLAM ROAD, 54.0 M (177.2 FT)
 DN7223'NORTH OF THE CENTERLINE OF HEART LAKE ROAD, 33.5 M (109.9 FT)
 DN7223'SOUTHEAST OF A POWER POLE, 33.5 M (109.9 FT) NORTHEAST OF A METAL STOP
 DN7223'SIGN POST, 1.5 M (4.9 FT) WEST OF A CULTIVATED FIELD AND IS 1 M (3.3
 DN7223'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7223'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7223'15 DEGREES ABOVE THE HORIZON.
 DN7223
 DN7223                          STATION RECOVERY (2025)
 DN7223
 DN7223'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2025 (TSS)
 DN7223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5145 ***********************************************************************
 DN5145  DESIGNATION -  BARRONETT S GPS
 DN5145  PID         -  DN5145
 DN5145  STATE/COUNTY-  WI/WASHBURN
 DN5145  COUNTRY     -  US
 DN5145  USGS QUAD   -  SHELL LAKE (2018)
 DN5145
 DN5145                         *CURRENT SURVEY CONTROL
 DN5145  ______________________________________________________________________
 DN5145* NAD 83(2011) POSITION- 45 38 50.04145(N) 091 59 34.62123(W)   ADJUSTED
 DN5145* NAD 83(2011) ELLIP HT-   394.869 (meters)        (04/15/13)   ADJUSTED
 DN5145* NAD 83(2011) EPOCH   -  2010.00
 DN5145* NAVD 88 ORTHO HEIGHT -   424.280 (meters)     1391.99  (feet) ADJUSTED
 DN5145  ______________________________________________________________________
 DN5145  GEOID HEIGHT    -        -29.409 (meters)                     GEOID18
 DN5145  NAD 83(2011) X  -   -155,336.921 (meters)                     COMP
 DN5145  NAD 83(2011) Y  - -4,464,015.019 (meters)                     COMP
 DN5145  NAD 83(2011) Z  -  4,538,206.225 (meters)                     COMP
 DN5145  LAPLACE CORR    -        -10.25  (seconds)                    DEFLEC18
 DN5145  DYNAMIC HEIGHT  -        424.246 (meters)     1391.88  (feet) COMP
 DN5145  MODELED GRAVITY -    980,522.1   (mgal)                       NAVD 88
 DN5145
 DN5145  VERT ORDER      -  SECOND    CLASS I
 DN5145
 DN5145  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5145  Standards:
 DN5145         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5145            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5145  -------------------------------------------------------------------
 DN5145  NETWORK    0.44   2.21           0.20   0.15   1.13      0.00864595
 DN5145  -------------------------------------------------------------------
 DN5145  Click here for local accuracies and other accuracy information.
 DN5145
 DN5145.The horizontal coordinates were established by GPS observations
 DN5145.and adjusted by the National Geodetic Survey in April 2013.
 DN5145
 DN5145.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5145.been affixed to the stable North American tectonic plate. See 
 DN5145.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5145
 DN5145.The horizontal coordinates are valid at the epoch date displayed above
 DN5145.which is a decimal equivalence of Year/Month/Day.
 DN5145
 DN5145.The orthometric height was determined by differential leveling and
 DN5145.adjusted by the WI DEPT OF TRANSP
 DN5145.in May 2012.
 DN5145
 DN5145.No vertical observational check was made to the station.
 DN5145
 DN5145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5145.GEOID18 height accuracy estimate available here.
 DN5145
 DN5145.Click photographs - Photos may exist for this station.
 DN5145
 DN5145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5145
 DN5145.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5145
 DN5145.The ellipsoidal height was determined by GPS observations
 DN5145.and is referenced to NAD 83.
 DN5145
 DN5145.The dynamic height is computed by dividing the NAVD 88
 DN5145.geopotential number by the normal gravity value computed on the
 DN5145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5145.degrees latitude (g = 980.6199 gals.).
 DN5145
 DN5145.The modeled gravity was interpolated from observed gravity values.
 DN5145
 DN5145. The following values were computed from the NAD 83(2011) position.
 DN5145
 DN5145;                    North         East     Units Scale Factor Converg.
 DN5145;SPC WI N     -    55,360.989   444,659.775   MT  0.99998635   -1 26 15.6
 DN5145;SPC WI N     -   181,630.18  1,458,854.61   sFT  0.99998635   -1 26 15.6
 DN5145;UTM  15      - 5,055,347.098   578,472.162   MT  0.99967571   +0 43 12.5
 DN5145
 DN5145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5145!SPC WI N     -   0.99993810  x   0.99998635  =   0.99992445
 DN5145!UTM  15      -   0.99993810  x   0.99967571  =   0.99961383
 DN5145
 DN5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7847255347(NAD 83)
 DN5145
 DN5145                          SUPERSEDED SURVEY CONTROL
 DN5145
 DN5145  NAD 83(2007)-  45 38 50.04143(N)    091 59 34.62175(W) AD(2002.00) 1
 DN5145  ELLIP H (04/06/12)  394.903  (m)                       GP(2002.00) 1 1
 DN5145  NAVD 88             424.28   (m)         1392.0    (f) LEVELING    3  
 DN5145
 DN5145.Superseded values are not recommended for survey control.
 DN5145
 DN5145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5145.See file dsdata.pdf to determine how the superseded data were derived.
 DN5145
 DN5145_MARKER: DD = SURVEY DISK
 DN5145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5145_STAMPING: BARRONETT S GPS 2006
 DN5145_MARK LOGO: WIDT
 DN5145_PROJECTION: FLUSH
 DN5145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5145+STABILITY: SURFACE MOTION
 DN5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5145+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2025
 DN5145
 DN5145  HISTORY     - Date     Condition        Report By
 DN5145  HISTORY     - 2005     MONUMENTED       WIDT
 DN5145  HISTORY     - 20100916 GOOD             WIDT
 DN5145  HISTORY     - 20250120 GOOD             DJHENK
 DN5145
 DN5145                          STATION DESCRIPTION
 DN5145
 DN5145'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5145'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5145'HIGHWAY J APPROXIMATELY 5 MI (8.0 KM) SOUTHWEST OF THE CITY OF SHELL
 DN5145'LAKE, GO SOUTH ON US HIGHWAY 63 FOR 2.0 MI (3.2 KM) TO BRICKYARD ROAD.
 DN5145'CONTINUE SOUTH ON US HIGHWAY 63 FOR 0.60 MI (1.0 KM) TO THE STATION ON
 DN5145'THE LEFT.
 DN5145'
 DN5145'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5145'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5145'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5145'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN5145'THE STATION IS 9.6 M (31.5 FT) EAST OF THE CENTERLINE OF US HIGHWAY
 DN5145'63, 0.55 MI (0.9 KM) NORTH OF 30TH AVENUE AND THE BARRON-WASHBURN
 DN5145'COUNTY LINE, 109 M (357.6 FT) NORTH OF A -WELCOME TO WASHBURN COUNTY
 DN5145'VACATIONLAND- SIGN, 36.5 M (119.8 FT) SOUTHEAST OF A POWER POLE, 2.5 M
 DN5145'(8.2 FT) WEST OF A CULTIVATED FIELD, 0.5 M (1.6 FT) WEST OF A -WIS DOT
 DN5145'SURVEY MARKER- METAL POST AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4
 DN5145'PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN5145'
 DN5145'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DN5145'DEGREES ABOVE THE HORIZON, EXCEPT FOR TREES TO THE EAST EXTENDING TO
 DN5145'30 DEGREES.
 DN5145
 DN5145                          STATION RECOVERY (2025)
 DN5145
 DN5145'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2025 (TSS)
 DN5145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0090 ***********************************************************************
 QM0090  DESIGNATION -  BARTEL
 QM0090  PID         -  QM0090
 QM0090  STATE/COUNTY-  WI/OCONTO
 QM0090  COUNTRY     -  US
 QM0090  USGS QUAD   -  TOWNSEND (2018)
 QM0090
 QM0090                         *CURRENT SURVEY CONTROL
 QM0090  ______________________________________________________________________
 QM0090* NAD 83(1991) POSITION- 45 19 12.00662(N) 088 35 05.08366(W)   ADJUSTED
 QM0090* NAVD 88 ORTHO HEIGHT -   414.285 (meters)     1359.20  (feet) ADJUSTED
 QM0090  ______________________________________________________________________
 QM0090  GEOID HEIGHT    -        -35.154 (meters)                     GEOID18
 QM0090  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 QM0090  DYNAMIC HEIGHT  -        414.237 (meters)     1359.04  (feet) COMP
 QM0090  MODELED GRAVITY -    980,489.2   (mgal)                       NAVD 88
 QM0090
 QM0090  HORZ ORDER      -  FIRST
 QM0090  VERT ORDER      -  FIRST     CLASS II
 QM0090
 QM0090.The horizontal coordinates were established by classical geodetic methods
 QM0090.and adjusted by the National Geodetic Survey in November 1991.
 QM0090
 QM0090.The orthometric height was determined by differential leveling and
 QM0090.adjusted by the NATIONAL GEODETIC SURVEY
 QM0090.in June 1991.
 QM0090
 QM0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0090.GEOID18 height accuracy estimate available here.
 QM0090
 QM0090.Click photographs - Photos may exist for this station.
 QM0090
 QM0090.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0090
 QM0090.The dynamic height is computed by dividing the NAVD 88
 QM0090.geopotential number by the normal gravity value computed on the
 QM0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0090.degrees latitude (g = 980.6199 gals.).
 QM0090
 QM0090.The modeled gravity was interpolated from observed gravity values.
 QM0090
 QM0090. The following values were computed from the NAD 83(1991) position.
 QM0090
 QM0090;                    North         East     Units Scale Factor Converg.
 QM0090;SPC WI C     -   166,167.781   710,956.585   MT  0.99997069   +0 59 54.9
 QM0090;SPC WI C     -   545,168.79  2,332,530.06   sFT  0.99997069   +0 59 54.9
 QM0090;UTM  16      - 5,019,721.061   375,795.174   MT  0.99978968   -1 07 37.1
 QM0090
 QM0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0090!SPC WI C     -   0.99994056  x   0.99997069  =   0.99991125
 QM0090!UTM  16      -   0.99994056  x   0.99978968  =   0.99973026
 QM0090
 QM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7579519721(NAD 83)
 QM0090
 QM0090                          SUPERSEDED SURVEY CONTROL
 QM0090
 QM0090  NAD 83(1986)-  45 19 12.00905(N)    088 35 05.10037(W) AD(       ) 1
 QM0090  NAD 27      -  45 19 12.12200(N)    088 35 04.71300(W) AD(       ) 1
 QM0090  USSD        -  45 19 12.20800(N)    088 35 04.51800(W) AD(       ) 3
 QM0090  NGVD 29 (??/??/92)  414.278  (m)         1359.18   (f) ADJ UNCH    1 2
 QM0090  NGVD 29             414.28   (m)         1359.2    (f) LEVELING    3  
 QM0090
 QM0090.Superseded values are not recommended for survey control.
 QM0090
 QM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0090.See file dsdata.pdf to determine how the superseded data were derived.
 QM0090
 QM0090_MARKER: DS = TRIANGULATION STATION DISK
 QM0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0090_STAMPING: BARTEL 1921
 QM0090_MARK LOGO: CGS
 QM0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0090+STABILITY: SURFACE MOTION
 QM0090
 QM0090  HISTORY     - Date     Condition        Report By
 QM0090  HISTORY     - 1921     MONUMENTED       CGS
 QM0090  HISTORY     - 1922     GOOD             CGS
 QM0090  HISTORY     - 1940     GOOD             CGS
 QM0090  HISTORY     - 1972     SEE DESCRIPTION  USGS
 QM0090  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0090
 QM0090                          STATION DESCRIPTION
 QM0090
 QM0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0090'STATION IS ABOUT 5/8 MILE S OF TOWNSEND, 60 METERS S OF RAILROAD
 QM0090'CULVERT N 90, 14.20 METERS (46.595 FEET) W OF THE W RAIL OF
 QM0090'THE CHICAGO AND NORTHWESTERN RAILWAY AND AT THE FIRST CURVE
 QM0090'S OF TOWNSEND.
 QM0090'
 QM0090'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0090'DISKS SET IN CONCRETE.
 QM0090
 QM0090                          STATION RECOVERY (1922)
 QM0090
 QM0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0090'0.7 MI S FROM TOWNSEND.
 QM0090'ABOUT 5/8 MILE SOUTH OF TOWNSEND, 60 METERS SOUTH OF R.R. CULVERT
 QM0090'N. 90, 14.20 METERS (46.595 FT.) WEST OF THE WEST RAIL OF THE
 QM0090'C. AND N.W. RY., AND AT THE FIRST CURVE SOUTH OF TOWNSEND.
 QM0090
 QM0090                          STATION RECOVERY (1940)
 QM0090
 QM0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 QM0090'RECOVERED IN GOOD CONDITION.
 QM0090
 QM0090                          STATION RECOVERY (1972)
 QM0090
 QM0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RLB)
 QM0090'DESTROYED BY HIGHWAY CONSTRUCTION.
 QM0090
 QM0090                          STATION RECOVERY (1985)
 QM0090
 QM0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0090'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4972 ***********************************************************************
 DQ4972  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4972  DESIGNATION -  BARTELME W GPS
 DQ4972  PID         -  DQ4972
 DQ4972  STATE/COUNTY-  WI/SHAWANO
 DQ4972  COUNTRY     -  US
 DQ4972  USGS QUAD   -  BURNEY LAKE (2018)
 DQ4972
 DQ4972                         *CURRENT SURVEY CONTROL
 DQ4972  ______________________________________________________________________
 DQ4972* NAD 83(2011) POSITION- 44 53 38.73634(N) 088 58 16.50095(W)   ADJUSTED
 DQ4972* NAD 83(2011) ELLIP HT-   307.494 (meters)        (04/14/17)   ADJUSTED
 DQ4972* NAD 83(2011) EPOCH   -  2010.00
 DQ4972* NAVD 88 ORTHO HEIGHT -   343.39  (meters)     1126.6   (feet) GPS OBS
 DQ4972  ______________________________________________________________________
 DQ4972  GEOID HEIGHT    -        -35.895 (meters)                     GEOID18
 DQ4972  NAD 83(2011) X  -     81,262.494 (meters)                     COMP
 DQ4972  NAD 83(2011) Y  - -4,525,393.735 (meters)                     COMP
 DQ4972  NAD 83(2011) Z  -  4,479,235.475 (meters)                     COMP
 DQ4972  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 DQ4972
 DQ4972  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4972  Standards:
 DQ4972         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4972            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4972  -------------------------------------------------------------------
 DQ4972  NETWORK    0.73   0.98           0.34   0.24   0.50     -0.05238688
 DQ4972  -------------------------------------------------------------------
 DQ4972  Click here for local accuracies and other accuracy information.
 DQ4972
 DQ4972.The horizontal coordinates were established by GPS observations
 DQ4972.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4972
 DQ4972.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4972.been affixed to the stable North American tectonic plate. See 
 DQ4972.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4972
 DQ4972.The horizontal coordinates are valid at the epoch date displayed above
 DQ4972.which is a decimal equivalence of Year/Month/Day.
 DQ4972
 DQ4972.The orthometric height was determined by GPS observations and a
 DQ4972.high-resolution geoid model using precise GPS observation and
 DQ4972.processing techniques.
 DQ4972
 DQ4972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4972.GEOID18 height accuracy estimate available here.
 DQ4972
 DQ4972.Click photographs - Photos may exist for this station.
 DQ4972
 DQ4972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4972
 DQ4972.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4972
 DQ4972.The ellipsoidal height was determined by GPS observations
 DQ4972.and is referenced to NAD 83.
 DQ4972
 DQ4972. The following values were computed from the NAD 83(2011) position.
 DQ4972
 DQ4972;                    North         East     Units Scale Factor Converg.
 DQ4972;SPC WI C     -   118,385.035   681,255.962   MT  0.99994075   +0 43 33.1
 DQ4972;SPC WI C     -   388,401.57  2,235,087.27   sFT  0.99994075   +0 43 33.1
 DQ4972;UTM  16      - 4,973,075.831   344,349.219   MT  0.99989792   -1 23 29.7
 DQ4972
 DQ4972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4972!SPC WI C     -   0.99995179  x   0.99994075  =   0.99989254
 DQ4972!UTM  16      -   0.99995179  x   0.99989792  =   0.99984972
 DQ4972
 DQ4972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4434973075(NAD 83)
 DQ4972
 DQ4972                          SUPERSEDED SURVEY CONTROL
 DQ4972
 DQ4972.No superseded survey control is available for this station.
 DQ4972
 DQ4972_MARKER: DD = SURVEY DISK
 DQ4972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4972_STAMPING: BARTELME W GPS 1993
 DQ4972_MARK LOGO: WIDT
 DQ4972_PROJECTION: FLUSH
 DQ4972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4972+STABILITY: SURFACE MOTION
 DQ4972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4972+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4972
 DQ4972  HISTORY     - Date     Condition        Report By
 DQ4972  HISTORY     - 1993     MONUMENTED       WI-115
 DQ4972  HISTORY     - 20150201 GOOD             WIDT
 DQ4972
 DQ4972                          STATION DESCRIPTION
 DQ4972
 DQ4972'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4972'THE STATION IS APPROXIMATELY 9.1 MI (14.6 KM) SOUTHWEST OF NEOPIT, 8.5
 DQ4972'MI (13.7 KM) SOUTH-SOUTHEAST OF MATTOON, AND 2.2 MI (3.5 KM)
 DQ4972'NORTH-NORTHEAST OF BOWLER.
 DQ4972'
 DQ4972'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DQ4972'HIGHWAY D IN THE VILLAGE OF BOWLER, GO WEST ON COUNTY HIGHWAY D FOR
 DQ4972'0.25 MI (0.4 KM) TO A RIGHT CURVE IN THE ROAD, CURVE RIGHT AND
 DQ4972'CONTINUE NORTHWEST ON COUNTY HIGHWAY D FOR 0.4 MI (0.6 KM) TO KOLPACK
 DQ4972'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON KOLPACK ROAD FOR 1.15
 DQ4972'MI (1.9 KM) TO OLD COUNTY D ROAD ON THE LEFT AND STONY CURVE ROAD ON
 DQ4972'THE RIGHT.  TURN RIGHT AND GO EAST ON STONY CURVE ROAD FOR 0.95 MI
 DQ4972'(1.5 KM) TO A LEFT CURVE IN THE ROAD.  CURVE LEFT AND CONTINUE NORTH
 DQ4972'ON STONY CURVE ROAD FOR 0.65 MI (1.0 KM) TO THE STATION ON THE LEFT.
 DQ4972'
 DQ4972'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4972'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4972'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ4972'STATION IS 6.3 M (20.7 FT) WEST OF THE CENTERLINE OF STONY CURVE ROAD,
 DQ4972'40 M (131.2 FT) SOUTH OF A FIELD ENTRANCE, AND LOCATED IN THE CENTER
 DQ4972'OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4972'
 DQ4972'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4972'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0013 ***********************************************************************
 QN0013  DESIGNATION -  BARTLETT
 QN0013  PID         -  QN0013
 QN0013  STATE/COUNTY-  WI/PRICE
 QN0013  COUNTRY     -  US
 QN0013  USGS QUAD   -  BIG BRIENS LAKE (2018)
 QN0013
 QN0013                         *CURRENT SURVEY CONTROL
 QN0013  ______________________________________________________________________
 QN0013* NAD 83(1991) POSITION- 45 33 56.46339(N) 090 10 03.18122(W)   ADJUSTED
 QN0013* NAVD 88 ORTHO HEIGHT -   508.008 (meters)     1666.69  (feet) ADJUSTED
 QN0013  ______________________________________________________________________
 QN0013  GEOID HEIGHT    -        -30.761 (meters)                     GEOID18
 QN0013  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 QN0013  DYNAMIC HEIGHT  -        507.982 (meters)     1666.60  (feet) COMP
 QN0013  MODELED GRAVITY -    980,547.6   (mgal)                       NAVD 88
 QN0013
 QN0013  HORZ ORDER      -  FIRST
 QN0013  VERT ORDER      -  FIRST     CLASS II
 QN0013
 QN0013.The horizontal coordinates were established by classical geodetic methods
 QN0013.and adjusted by the National Geodetic Survey in November 1991.
 QN0013
 QN0013.The orthometric height was determined by differential leveling and
 QN0013.adjusted by the NATIONAL GEODETIC SURVEY
 QN0013.in June 1991.
 QN0013
 QN0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0013.GEOID18 height accuracy estimate available here.
 QN0013
 QN0013.Click photographs - Photos may exist for this station.
 QN0013
 QN0013.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0013
 QN0013.The dynamic height is computed by dividing the NAVD 88
 QN0013.geopotential number by the normal gravity value computed on the
 QN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0013.degrees latitude (g = 980.6199 gals.).
 QN0013
 QN0013.The modeled gravity was interpolated from observed gravity values.
 QN0013
 QN0013. The following values were computed from the NAD 83(1991) position.
 QN0013
 QN0013;                    North         East     Units Scale Factor Converg.
 QN0013;SPC WI N     -    44,362.157   586,919.833   MT  1.00000018   -0 07 15.1
 QN0013;SPC WI N     -   145,544.84  1,925,586.15   sFT  1.00000018   -0 07 15.1
 QN0013;SPC WI C     -   192,519.346   586,919.662   MT  1.00001317   -0 07 05.6
 QN0013;SPC WI C     -   631,623.89  1,925,585.59   sFT  1.00001317   -0 07 05.6
 QN0013;UTM  15      - 5,049,696.621   721,031.114   MT  1.00020069   +2 01 24.0
 QN0013
 QN0013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0013!SPC WI N     -   0.99992518  x   1.00000018  =   0.99992536
 QN0013!SPC WI C     -   0.99992518  x   1.00001317  =   0.99993835
 QN0013!UTM  15      -   0.99992518  x   1.00020069  =   1.00012586
 QN0013
 QN0013:                Primary Azimuth Mark                     Grid Az
 QN0013:SPC WI N     -  BURR                                     071 10 33.5
 QN0013:SPC WI C     -  BURR                                     071 10 24.0
 QN0013:UTM  15      -  BURR                                     069 01 54.4
 QN0013
 QN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2103149696(NAD 83)
 QN0013
 QN0013|---------------------------------------------------------------------|
 QN0013| PID    Reference Object                     Distance      Geod. Az  |
 QN0013|                                                           dddmmss.s |
 QN0013| QN0014 BURR                                APPROX. 0.5 KM 0710318.4 |
 QN0013| CJ4224 BARTLETT RM                          19.060 METERS 11207     |
 QN0013|---------------------------------------------------------------------|
 QN0013
 QN0013                          SUPERSEDED SURVEY CONTROL
 QN0013
 QN0013  NAD 83(1986)-  45 33 56.45939(N)    090 10 03.17617(W) AD(       ) 1
 QN0013  NAD 27      -  45 33 56.59500(N)    090 10 02.63700(W) AD(       ) 1
 QN0013  USSD        -  45 33 56.81300(N)    090 10 02.44500(W) AD(       ) 3
 QN0013  NGVD 29 (??/??/92)  507.991  (m)         1666.63   (f) ADJ UNCH    1 2
 QN0013  NGVD 29             507.99   (m)         1666.6    (f) LEVELING    3  
 QN0013
 QN0013.Superseded values are not recommended for survey control.
 QN0013
 QN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0013.See file dsdata.pdf to determine how the superseded data were derived.
 QN0013
 QN0013_MARKER: DS = TRIANGULATION STATION DISK
 QN0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0013_STAMPING: ELEV 1666.634 FT BARTLETT 1921
 QN0013_MARK LOGO: CGS
 QN0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0013+STABILITY: SURFACE MOTION
 QN0013
 QN0013  HISTORY     - Date     Condition        Report By
 QN0013  HISTORY     - 1921     MONUMENTED       CGS
 QN0013  HISTORY     - 1921     GOOD             CGS
 QN0013  HISTORY     - 1934     GOOD             CGS
 QN0013  HISTORY     - 1952     MARK NOT FOUND   CGS
 QN0013  HISTORY     - 1975     MARK NOT FOUND   USGS
 QN0013  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0013  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0013
 QN0013                          STATION DESCRIPTION
 QN0013
 QN0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0013'STATION IS ABOUT 2-1/4 MILES W OF BRANTWOOD, 30 METERS W OF
 QN0013'WAGON-ROAD CROSSING ALMOST DUE N OF MILEPOST 177, AND 6.335
 QN0013'METERS (20.785 FEET) N OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0013'STE. MARIE RAILWAY.
 QN0013'
 QN0013'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0013'DISKS SET IN CONCRETE.
 QN0013'
 QN0013'THE UNDERGROUND MARK IS 36 INCHES DEEP.
 QN0013
 QN0013                          STATION RECOVERY (1921)
 QN0013
 QN0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0013'2.1 MI W FROM BRANTWOOD.
 QN0013'2.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0013'MARIE RAILROAD FROM BRANTWOOD, PRICE COUNTY, 33 YARDS WEST OF
 QN0013'A ROAD CROSSING, ALMOST DUE NORTH OF MILEPOST 177, AND 20.8 FEET
 QN0013'NORTH OF THE NORTH RAIL.  A STANDARD TRIANGULATION-STATION
 QN0013'DISK, STAMPED ELEV. 1666.634 FT. BARTLETT 1921 AND SET IN THE
 QN0013'TOP OF A CONCRETE POST.
 QN0013
 QN0013                          STATION RECOVERY (1934)
 QN0013
 QN0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0013'RECOVERED IN GOOD CONDITION.
 QN0013
 QN0013                          STATION RECOVERY (1952)
 QN0013
 QN0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0013'THE STATION MARK WAS SEARCHED FOR BUT NOT LOCATED, IT APPEARS
 QN0013'THAT IT HAS BEEN DESTROYED BY WIDENING OF THE RAILROAD GRADE
 QN0013'AT THIS LOCATION.
 QN0013'
 QN0013'THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS
 QN0013'27.2 FEET S OF THE S RAIL, 61.5 FEET SW OF THE CENTER OF ROAD
 QN0013'AND RAILROAD CROSSING, 30 FEET W OF CENTER LINE OF THE ROAD,
 QN0013'AND AT THE E END OF THE HIGH BENCH.
 QN0013
 QN0013                          STATION RECOVERY (1975)
 QN0013
 QN0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QN0013'MARK NOT FOUND.
 QN0013
 QN0013                          STATION RECOVERY (1985)
 QN0013
 QN0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0013'MARK NOT FOUND.
 QN0013
 QN0013                          STATION RECOVERY (2004)
 QN0013
 QN0013'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0013'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0736 ***********************************************************************
 OM0736  DESIGNATION -  BARTON 2
 OM0736  PID         -  OM0736
 OM0736  STATE/COUNTY-  WI/WASHINGTON
 OM0736  COUNTRY     -  US
 OM0736  USGS QUAD   -  WEST BEND (2018)
 OM0736
 OM0736                         *CURRENT SURVEY CONTROL
 OM0736  ______________________________________________________________________
 OM0736* NAD 83(1991) POSITION- 43 26 28.73387(N) 088 11 42.40140(W)   NO CHECK
 OM0736* NAVD 88 ORTHO HEIGHT -   325.    (meters)     1066.    (feet) SCALED
 OM0736  ______________________________________________________________________
 OM0736  GEOID HEIGHT    -        -34.985 (meters)                     GEOID18
 OM0736  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 OM0736  HORZ ORDER      -  THIRD
 OM0736
 OM0736.The horizontal coordinates were established by classical geodetic methods
 OM0736.and adjusted by the National Geodetic Survey in November 1991.
 OM0736
 OM0736.No horizontal observational check was made to the station.
 OM0736
 OM0736.The orthometric height was scaled from a topographic map.
 OM0736
 OM0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0736.GEOID18 height accuracy estimate available here.
 OM0736
 OM0736.Click photographs - Photos may exist for this station.
 OM0736
 OM0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0736
 OM0736. The following values were computed from the NAD 83(1991) position.
 OM0736
 OM0736;                    North         East     Units Scale Factor Converg.
 OM0736;SPC WI S     -   161,697.492   746,093.463   MT  0.99993279   +1 14 24.5
 OM0736;SPC WI S     -   530,502.52  2,447,808.30   sFT  0.99993279   +1 14 24.5
 OM0736;UTM  16      - 4,810,517.573   403,288.093   MT  0.99971505   -0 49 18.6
 OM0736
 OM0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0736!SPC WI S     -   0.99995453  x   0.99993279  =   0.99988732
 OM0736!UTM  16      -   0.99995453  x   0.99971505  =   0.99966959
 OM0736
 OM0736:                Primary Azimuth Mark                     Grid Az
 OM0736:SPC WI S     -  BARTON 2 RM 6                            008 16 41.9
 OM0736:UTM  16      -  BARTON 2 RM 6                            010 20 25.0
 OM0736
 OM0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0328810517(NAD 83)
 OM0736
 OM0736|---------------------------------------------------------------------|
 OM0736| PID    Reference Object                     Distance      Geod. Az  |
 OM0736|                                                           dddmmss.s |
 OM0736| CI8982 BARTON 2 RM 6                                      0093106.4 |
 OM0736| CI8974 BARTON AZ MK                                       0462608.2 |
 OM0736| CI8977 BARTON 2 AZ MK                                     04628     |
 OM0736| CI8978 BARTON 2 AZ MK RESET                               04805     |
 OM0736| OM0737 BARTON                               29.835 METERS 07030     |
 OM0736| OM0732 BARTON ST MARYS CATH CH SPIRE       APPROX. 0.9 KM 0933529.6 |
 OM0736| CI8980 BARTON 2 RM 4                         8.717 METERS 18413     |
 OM0736| CI8981 BARTON 2 RM 5                        20.422 METERS 24454     |
 OM0736| CI8979 BARTON 2 RM 3                        10.138 METERS 35718     |
 OM0736|---------------------------------------------------------------------|
 OM0736
 OM0736                          SUPERSEDED SURVEY CONTROL
 OM0736
 OM0736  NAD 83(1986)-  43 26 28.72419(N)    088 11 42.40780(W) AD(       ) 3
 OM0736  NAD 27      -  43 26 28.72500(N)    088 11 42.06300(W) AD(       ) 3
 OM0736
 OM0736.Superseded values are not recommended for survey control.
 OM0736
 OM0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0736.See file dsdata.pdf to determine how the superseded data were derived.
 OM0736
 OM0736_MARKER: DS = TRIANGULATION STATION DISK
 OM0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0736_STAMPING: BARTON 2 1955
 OM0736_MARK LOGO: CGS
 OM0736_PROJECTION: FLUSH
 OM0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0736+STABILITY: SURFACE MOTION
 OM0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0736+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 OM0736
 OM0736  HISTORY     - Date     Condition        Report By
 OM0736  HISTORY     - 1955     MONUMENTED       CGS
 OM0736  HISTORY     - 1957     MARK NOT FOUND   USGS
 OM0736  HISTORY     - 1958     GOOD             CGS
 OM0736  HISTORY     - 1974     GOOD             NGS
 OM0736  HISTORY     - 20031121 GOOD             USPSQD
 OM0736  HISTORY     - 20060514 GOOD             USPSQD
 OM0736
 OM0736                          STATION DESCRIPTION
 OM0736
 OM0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 OM0736'STATION IS LOCATED ABOUT 1/2 MILE WEST OF BARTON ON THE
 OM0736'PROPERTY-LINE BETWEEN THE WISCONSIN POWER AND LIGHT CO. AND MR.
 OM0736'ROBERT H. LUEBKE LOTS, 65 FEET SOUTH OF THE CENTER OF GRAVEL
 OM0736'ROAD (JEFFERSON STREET), 45 FEET NORTHWEST OF THE NORTHWEST
 OM0736'CORNER OF GARAGE ATTACHED TO HOUSE BELONGING TO ROBT. H. LUEBKE,
 OM0736'42 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 OM0736'SHED USED AS A TRANSMITTER HOUSE BY THE WISCONSIN POWER
 OM0736'AND LIGHT CO., 35 FEET SOUTH OF A POWER POLE WITH TRANSFORMER,
 OM0736'AND 1 FOOT EAST OF THE TOP OF BACK SLOPE BETWEEN LOTS.  THE
 OM0736'MARK IS FLUSH WITH GROUND AND THE DISK IS STAMPED BARTON
 OM0736'2 1955.
 OM0736'
 OM0736'REFERENCE MARK NO. 3 IS 33 FEET SOUTH OF THE CENTER OF GRAVEL
 OM0736'ROAD (JEFFERSON ST.) AND 1 FOOT SOUTH OF POWER POLE WITH
 OM0736'TRANSFORMER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 OM0736'BARTON 2 NO 3 1955.
 OM0736'
 OM0736'REFERENCE MARK NO. 4 IS 28 FEET WEST-NORTHWEST OF THE NORTHWEST
 OM0736'CORNER OF GARAGE ATTACHED TO HOUSE AND 22 FEET EAST-NORTHEAST
 OM0736'OF THE NORTHEAST CORNER OF WISCONSIN POWER AND LIGHT CO.
 OM0736'TRANSMITTER SHED.  THE MARK PROJECTS 2 INCHES AND THE DISK
 OM0736'IS STAMPED BARTON 2 NO 4 1955.
 OM0736'
 OM0736'AZIMUTH MARK IS 35 FEET NORTH OF THE CENTER OF A GRAVEL
 OM0736'DRIVEWAY TO A FARMHOUSE, 25 FEET WEST OF THE CENTER OF U.S.
 OM0736'HIGHWAY 45, 5 FEET SOUTH OF AN 18-INCH OAK TREE, AND 2 FEET
 OM0736'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH
 OM0736'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BARTON
 OM0736'1953.
 OM0736'
 OM0736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 OM0736'AND STATE HIGHWAY 144 IN THE TOWN OF BARTON, GO NORTH ON
 OM0736'U.S. HIGHWAY 45 FOR 0.25 MILE TO JEFFERSON STREET.  TURN LEFT
 OM0736'AND GO WEST ON JEFFERSON STREET (GRAVEL ROAD) FOR 0.4 MILE
 OM0736'TO THE TOP OF HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 OM0736'
 OM0736'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL
 OM0736'ROAD (JEFFERSON ST.) FOR 0.4 MILE TO U.S. HIGHWAY 45.  TURN
 OM0736'LEFT AND GO NORTH ON U.S. HIGHWAY 45 FOR 0.3 MILE TO A FARM
 OM0736'DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 OM0736'
 OM0736'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0736
 OM0736                          STATION RECOVERY (1957)
 OM0736
 OM0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OM0736'STATION NOT RECOVERED.
 OM0736'
 OM0736'REFERENCE MARKS 3 AND 4 WERE RECOVERED.
 OM0736'
 OM0736'AZIMUTH MARK IS OKAY.
 OM0736'
 OM0736'THE PROPERTY OWNER SAID THAT THE MARK WAS DESTROYED.
 OM0736
 OM0736                          STATION RECOVERY (1958)
 OM0736
 OM0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0736'THE STATION, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 OM0736'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 OM0736'TO REFERENCE MARKS 1 AND 2 CHECKED.  THE AZIMUTH MARK WAS
 OM0736'MOVED AT THE REQUEST OF THE STATE HIGHWAY COMMISSION.  A
 OM0736'NEW DESCRIPTION AND TO REACH FOLLOWS.
 OM0736'
 OM0736'THE STATION IS ABOUT 1/2 MILE WEST OF BARTON ON THE PROPERTY-LINE
 OM0736'BETWEEN THE WISCONSIN POWER AND LIGHT CO. AND MR. ROBERT
 OM0736'H. LUEBKE LOTS, 65 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 OM0736'ROAD (JEFFERSON STREET), 45 FEET NORTHWEST OF THE NORTHWEST
 OM0736'CORNER OF A GARAGE ATTACHED TO THE HOUSE BELONGING TO MR.
 OM0736'LUEBKE, 42 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 OM0736'OF A SMALL SHED USED AS A TRANSMITTER HOUSE BY THE WISCONSIN
 OM0736'POWER AND LIGHT CO., 35 FEET SOUTH OF A POWER POLE WITH A
 OM0736'TRANSFORMER, AND 1 FOOT EAST OF THE TOP OF THE BACKSLOPE
 OM0736'BETWEEN LOTS.  THE MONUMENT IS 2 INCHES BELOW THE GROUND
 OM0736'SURFACE AND THE DISK IS STAMPED BARTON 2 1955.  NOTE 1A7A
 OM0736'
 OM0736'REFERENCE MARK 3 IS 33 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 OM0736'ROAD (JEFFERSON STREET) AND 1 FOOT SOUTH OF A POWER POLE WITH
 OM0736'A TRANSFORMER.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 OM0736'IS STAMPED BARTON 2 NO 3 1955.
 OM0736'
 OM0736'REFERENCE MARK 4 IS 28 FEET WEST-NORTHWEST OF THE NORTHWEST
 OM0736'CORNER OF A GARAGE ATTACHED TO THE HOUSE AND 22 FEET EAST-NORTHEAST
 OM0736'OF THE NORTHEAST CORNER OF THE WISCONSIN POWER AND LIGHT CO.
 OM0736'TRANSMITTER SHED.  THE MONUMENT PROJECTS 2 INCHES AND THE
 OM0736'DISK IS STAMPED BARTON 2 NO 4 1955.
 OM0736'
 OM0736'THE AZIMUTH MARK IS ACROSS U.S. HIGHWAY 45 FROM THE NORTH
 OM0736'ENTRANCE TO KOTHS MOTEL, 35 FEET WEST OF THE CENTERLINE
 OM0736'OF U.S. HIGHWAY 45, 27 FEET SOUTH OF THE CENTERLINE OF A
 OM0736'GRAVELED DRIVEWAY TO A FARMHOUSE, 2 FEET SOUTH OF A WHITE
 OM0736'WITNESS POST AND 6 INCHES NORTH OF A POWER POLE.  THE MONUMENT
 OM0736'PROJECTS 1 INCH AND THE DISK IS STAMPED BARTON 1953 RESET
 OM0736'1958.
 OM0736'
 OM0736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 OM0736'AND STATE HIGHWAY 144 IN BARTON, GO NORTH ON HIGHWAY 45 FOR
 OM0736'0.25 MILE TO JEFFERSON STREET.  *TURN LEFT AND GO NORTH ON
 OM0736'JEFFERSON STREET FOR 0.4 MILE TO THE TOP OF THE HILL AND THE
 OM0736'STATION ON THE LEFT AS DESCRIBED.
 OM0736'
 OM0736'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON U.S.
 OM0736'HIGHWAY 45 FOR 0.3 MILE TO A FARM DRIVEWAY ON THE LEFT AND
 OM0736'THE AZIMUTH MARK AS DESCRIBED.
 OM0736'
 OM0736'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OM0736
 OM0736                          STATION RECOVERY (1974)
 OM0736
 OM0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OM0736'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE
 OM0736'FOUND IN GOOD CONDITION.  REFERENCE MARK 3 FOUND DISTURBED
 OM0736'AND WAS DESTROYED SINCE IT WAS IN THE WAY OF STREET WORK.
 OM0736'THE LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY HOUSES
 OM0736'AND A NEW AZIMUTH MARK REFERENCE MARK 6 WAS SET.  REFERENCE
 OM0736'MARK 5 WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE
 OM0736'MARK 4 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 OM0736'
 OM0736'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF BARTON, 65
 OM0736'FEET SOUTH OF THE CENTERLINE OF JEFFERSON STREET, 45 FEET
 OM0736'NORTHWEST OF THE NORTHWEST CORNER OF GARAGE ATTACHED TO HOME
 OM0736'OF MR. R.H. LUEBKE, 42 FEET NORTHEAST OF THE NORTHEAST CORNER
 OM0736'OF A SMALL TRANSMITTER SHED, 1 FOOT EAST OF THE TOP OF BACKSLOPE
 OM0736'ON PROPERTY LINE BETWEEN LOTS AND ON THE PROPERTY OF THE POWER
 OM0736'COMPANY.  THE MONUMENT IS 5 INCHES UNDERGROUND AND THE DISK
 OM0736'IS STAMPED BARTON 2 1955 (NOTE 1A 7A)
 OM0736'
 OM0736'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OM0736'45 AND JEFFERSON STREET AT BARTON, GO WEST ON JEFFERSON STREET
 OM0736'TO TOP OF GRADE AND THE STATION ON THE LEFT.
 OM0736'
 OM0736'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON JEFFERSON
 OM0736'STREET ABOUT 200 FEET TO A PAVED STREET NORTH.  TURN LEFT AND
 OM0736'GO NORTH ON GREEN TREE RD. FOR 0.25 MILE TO THE MARK ON THE
 OM0736'RIGHT.
 OM0736'
 OM0736'REFERENCE MARK 4 IS 28 FEET WEST OF THE NORTHWEST CORNER OF
 OM0736'THE GARAGE, 22 FEET EAST OF THE NORTHEAST CORNER OF THE
 OM0736'TRANSMITTER SHED AND 93 FEET SOUTH OF THE CENTERLINE OF
 OM0736'JEFFERSON STREET.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 OM0736'IS STAMPED BARTON 2 NO 4 1955.
 OM0736'
 OM0736'REFERENCE MARK 5 IS 28 FEET WEST OF THE NORTHWEST CORNER OF THE
 OM0736'TRANSMITTER SHED, 91 FEET SOUTH OF THE CENTERLINE OF JEFFERSON
 OM0736'STREET, 1 FOOT EAST OF GUY WIRE FOR TRANSMITTER POLE AND 15
 OM0736'FEET WEST OF THE CENTERLINE OF DRIVE TO SHED.  THE MONUMENT
 OM0736'PROJECTS 2 INCHES AND THE DISK IS STAMPED BARTON 2 1955 NO 5
 OM0736'1974.
 OM0736'
 OM0736'THE AZIMUTH MARK (REFERENCE MARK 6) IS A STANDARD REFERENCE
 OM0736'MARK DISK STAMPED BARTON 2 AZ 1955 NO 6 1974 SET IN A DRILL
 OM0736'HOLE IN THE TOP AND EAST CONCRETE CURBING OF GREEN TREE ROAD,
 OM0736'35 FEET NORTH OF THE NORTH END OF A METAL STORM DRAIN, 19
 OM0736'FEET EAST OF THE CENTERLINE OF GREEN TREE ROAD AND 35 FEET
 OM0736'NORTH OF THE EXTENDED CENTERLINE OF PATRICIA DRIVE.
 OM0736'
 OM0736'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0736'
 OM0736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BARTON
 OM0736
 OM0736                          STATION RECOVERY (2003)
 OM0736
 OM0736'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0736'THE STATION AND REFERENCE MARKS 4 AND 5 WERE RECOVERED IN GOOD
 OM0736'CONDITION.  TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 33 AND
 OM0736'MAIN STREET (HWY 144 NORTH) IN WEST BEND, GO NORTH ON MAIN STREET FOR
 OM0736'0.8 MILE TO WHERE HWY 144 TURNS RIGHT ONTO BARTON AVENUE.  CONTINUE
 OM0736'STRAIGHT AHEAD ON MAIN STREET FOR 0.2 MILE TO JEFFERSON STREET.  TURN
 OM0736'LEFT (WEST) ON JEFFERSON ST. AND GO 0.45 MILE TO THE STATION ON THE
 OM0736'LEFT.
 OM0736'
 OM0736'THE STATION IS ABOUT 200 FEET WEST OF THE EXTENDED CENTERLINE OF GREEN
 OM0736'TREE ROAD ON THE MOWED LAWN AREA IN FRONT OF A TRANSMITTER BUILDING AT
 OM0736'1313, 30.5 FEET SOUTH OF THE SOUTHERN EDGE OF AN E-W SIDEWALK, AND
 OM0736'26.0 FEET WEST OF THE WESTERN EDGE OF A CONCRETE DRIVEWAY TO THE
 OM0736'RESIDENCE AT 1305.  REFERENCE MARK 3 WAS NOT FOUND.
 OM0736'
 OM0736'REFERENCE MARK 4 IS 15.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 OM0736'TRANSMITTER BUILDING.  REFERENCE MARK 5 IS 21.3 FEET WEST OF THE
 OM0736'NORTHWEST CORNER OF THE TRANSMITTER BUILDING AND 7.7 FEET WEST OF THE
 OM0736'WESTERN EDGE OF THE DRIVEWAY TO THE TRANSMITTER BUILDING.
 OM0736'
 OM0736'THE TOP OF THE AZIMUTH MARK HAS BEEN TORN OFF WITH A METAL ROD EXPOSED
 OM0736'IN THE CONCRETE CURBING.
 OM0736
 OM0736                          STATION RECOVERY (2006)
 OM0736
 OM0736'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0736'THE STATION AND REFERENCE MARKS 4 AND 5 WERE RECOVERED IN GOOD
 OM0736'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6213 ***********************************************************************
 AI6213  DESIGNATION -  BARTON C GPS
 AI6213  PID         -  AI6213
 AI6213  STATE/COUNTY-  WI/WASHINGTON
 AI6213  COUNTRY     -  US
 AI6213  USGS QUAD   -  WEST BEND (2018)
 AI6213
 AI6213                         *CURRENT SURVEY CONTROL
 AI6213  ______________________________________________________________________
 AI6213* NAD 83(2011) POSITION- 43 27 07.94780(N) 088 13 16.65988(W)   ADJUSTED
 AI6213* NAD 83(2011) ELLIP HT-   265.860 (meters)        (06/27/12)   ADJUSTED
 AI6213* NAD 83(2011) EPOCH   -  2010.00
 AI6213* NAVD 88 ORTHO HEIGHT -   300.840 (meters)      987.01  (feet) ADJUSTED
 AI6213  ______________________________________________________________________
 AI6213  GEOID HEIGHT    -        -34.979 (meters)                     GEOID18
 AI6213  NAD 83(2011) X  -    143,952.085 (meters)                     COMP
 AI6213  NAD 83(2011) Y  - -4,635,504.141 (meters)                     COMP
 AI6213  NAD 83(2011) Z  -  4,364,291.480 (meters)                     COMP
 AI6213  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 AI6213  DYNAMIC HEIGHT  -        300.772 (meters)      986.78  (feet) COMP
 AI6213  MODELED GRAVITY -    980,382.7   (mgal)                       NAVD 88
 AI6213
 AI6213  VERT ORDER      -  SECOND    CLASS I
 AI6213
 AI6213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6213  Standards:
 AI6213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6213  -------------------------------------------------------------------
 AI6213  NETWORK    0.33   0.37           0.15   0.11   0.19     -0.03817463
 AI6213  -------------------------------------------------------------------
 AI6213  Click here for local accuracies and other accuracy information.
 AI6213
 AI6213.The horizontal coordinates were established by GPS observations
 AI6213.and adjusted by the National Geodetic Survey in June 2012.
 AI6213
 AI6213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6213.been affixed to the stable North American tectonic plate. See 
 AI6213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6213
 AI6213.The horizontal coordinates are valid at the epoch date displayed above
 AI6213.which is a decimal equivalence of Year/Month/Day.
 AI6213
 AI6213.The orthometric height was determined by differential leveling and
 AI6213.adjusted by the WI DEPT OF TRANSP
 AI6213.in May 2012.
 AI6213
 AI6213.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6213.GEOID18 height accuracy estimate available here.
 AI6213
 AI6213.Click photographs - Photos may exist for this station.
 AI6213
 AI6213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6213
 AI6213.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6213
 AI6213.The ellipsoidal height was determined by GPS observations
 AI6213.and is referenced to NAD 83.
 AI6213
 AI6213.The dynamic height is computed by dividing the NAVD 88
 AI6213.geopotential number by the normal gravity value computed on the
 AI6213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6213.degrees latitude (g = 980.6199 gals.).
 AI6213
 AI6213.The modeled gravity was interpolated from observed gravity values.
 AI6213
 AI6213. The following values were computed from the NAD 83(2011) position.
 AI6213
 AI6213;                    North         East     Units Scale Factor Converg.
 AI6213;SPC WI S     -   162,861.797   743,948.647   MT  0.99993294   +1 13 19.8
 AI6213;SPC WI S     -   534,322.41  2,440,771.52   sFT  0.99993294   +1 13 19.8
 AI6213;UTM  16      - 4,811,758.032   401,187.013   MT  0.99972010   -0 50 24.0
 AI6213
 AI6213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6213!SPC WI S     -   0.99995831  x   0.99993294  =   0.99989125
 AI6213!UTM  16      -   0.99995831  x   0.99972010  =   0.99967842
 AI6213
 AI6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0118711758(NAD 83)
 AI6213
 AI6213                          SUPERSEDED SURVEY CONTROL
 AI6213
 AI6213  NAD 83(2007)-  43 27 07.94779(N)    088 13 16.66070(W) AD(2002.00) 0
 AI6213  ELLIP H (02/10/07)  265.896  (m)                       GP(2002.00)    
 AI6213  ELLIP H (11/17/00)  265.908  (m)                       GP(       ) 3 2
 AI6213  NAD 83(1997)-  43 27 07.94787(N)    088 13 16.66096(W) AD(       ) 1
 AI6213  ELLIP H (07/06/00)  265.908  (m)                       GP(       ) 2 1
 AI6213  NAVD 88             300.82   (m)          986.9    (f) LEVELING    3  
 AI6213  NAVD 88 (04/20/07)  300.814  (m)          986.92   (f) SUPERSEDED  2 1
 AI6213  NAVD 88 (10/20/00)  300.788  (m)          986.84   (f) SUPERSEDED  2 1
 AI6213  NAVD 88             300.79   (m)          986.8    (f) LEVELING    3  
 AI6213
 AI6213.Superseded values are not recommended for survey control.
 AI6213
 AI6213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6213.See file dsdata.pdf to determine how the superseded data were derived.
 AI6213
 AI6213_MARKER: DD = SURVEY DISK
 AI6213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6213_STAMPING: BARTON C GPS 1999
 AI6213_MARK LOGO: WIDT
 AI6213_PROJECTION: FLUSH
 AI6213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6213+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AI6213
 AI6213  HISTORY     - Date     Condition        Report By
 AI6213  HISTORY     - 1999     MONUMENTED       WIDT
 AI6213  HISTORY     - 2002     GOOD             WIDT
 AI6213  HISTORY     - 20031121 GOOD             USPSQD
 AI6213  HISTORY     - 20080618 GOOD             WIDT
 AI6213  HISTORY     - 20161005 GOOD             WIDT
 AI6213
 AI6213                          STATION DESCRIPTION
 AI6213
 AI6213'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6213'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF WEST BEND.
 AI6213'OWNERSHIP--WASHINGTON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 AI6213'OF US HIGHWAY 45 WITH STATE HIGHWAY 33 (WASHINGTON STREET) IN THE CITY
 AI6213'OF WEST BEND, GO NORTH ON US HIGHWAY 45 FOR 3.2 KM (2.00 MI) TO COUNTY
 AI6213'HIGHWAY D, TURN LEFT AND GO WEST ON COUNTY HIGHWAY D FOR 1.3 KM (0.80
 AI6213'MI) TO COUNTY HIGHWAY B ON THE LEFT, TURN LEFT AND GO SOUTH ON COUNTY
 AI6213'HIGHWAY B FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT.  THE
 AI6213'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6213'SURVEY CONTROL STATION DISK STAMPED --BARTON C GPS 1999-- AND SET IN
 AI6213'THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI6213'GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.0
 AI6213'M (29.5 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY B, 60 M (196.8
 AI6213'FT) SOUTH OF TELEPHONE PEDESTAL --92-4--, 25.0 M (82.0 FT) NORTHEAST
 AI6213'OF UTILITY POLE --52-70004--, 4 M (13.1 FT) WEST OF A CULTIVATED
 AI6213'FIELD, AND 1.1 M (3.6 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 AI6213'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI6213'THAN 15 DEGREES ABOVE THE HORIZON.
 AI6213
 AI6213                          STATION RECOVERY (2002)
 AI6213
 AI6213'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 AI6213'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW 1.0 M NORTH AND
 AI6213'1.2 M SOUTH OF TWO 4X4 ORANGE PLASTIC WITNESS POSTS.
 AI6213
 AI6213                          STATION RECOVERY (2003)
 AI6213
 AI6213'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6213'RECOVERED IN GOOD CONDITION.  NOTE-- COUNTY HIGHWAY D IS ALSO NAMED
 AI6213'WILDWOOD ROAD.
 AI6213
 AI6213                          STATION RECOVERY (2008)
 AI6213
 AI6213'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 AI6213'RECOVERED IN GOOD CONDITION.  REPLACED ONE BROKEN GUARD POST.  THE
 AI6213'STATION IS 1.0 M NORTH AND 1.0 M SOUTH OF TWO 4X4 ORANGE PLASTIC GUARD
 AI6213'POSTS.
 AI6213
 AI6213                          STATION RECOVERY (2016)
 AI6213
 AI6213'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 AI6213'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0732 ***********************************************************************
 OM0732  DESIGNATION -  BARTON ST MARYS CATH CH SPIRE
 OM0732  PID         -  OM0732
 OM0732  STATE/COUNTY-  WI/WASHINGTON
 OM0732  COUNTRY     -  US
 OM0732  USGS QUAD   -  WEST BEND (2018)
 OM0732
 OM0732                         *CURRENT SURVEY CONTROL
 OM0732  ______________________________________________________________________
 OM0732* NAD 83(1991) POSITION- 43 26 26.91208(N) 088 11 02.61070(W)   ADJUSTED
 OM0732  ______________________________________________________________________
 OM0732  GEOID HEIGHT    -        -34.993 (meters)                     GEOID18
 OM0732  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 OM0732  HORZ ORDER      -  THIRD
 OM0732
 OM0732.The horizontal coordinates were established by classical geodetic methods
 OM0732.and adjusted by the National Geodetic Survey in November 1991.
 OM0732
 OM0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0732.GEOID18 height accuracy estimate available here.
 OM0732
 OM0732.Click photographs - Photos may exist for this station.
 OM0732
 OM0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0732
 OM0732. The following values were computed from the NAD 83(1991) position.
 OM0732
 OM0732;                    North         East     Units Scale Factor Converg.
 OM0732;SPC WI S     -   161,660.710   746,989.209   MT  0.99993278   +1 14 51.9
 OM0732;SPC WI S     -   530,381.85  2,450,747.10   sFT  0.99993278   +1 14 51.9
 OM0732;UTM  16      - 4,810,448.600   404,181.740   MT  0.99971293   -0 48 51.2
 OM0732
 OM0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0418110448(NAD 83)
 OM0732
 OM0732                          SUPERSEDED SURVEY CONTROL
 OM0732
 OM0732  NAD 83(1986)-  43 26 26.90233(N)    088 11 02.61734(W) AD(       ) 3
 OM0732  NAD 27      -  43 26 26.90300(N)    088 11 02.26800(W) AD(       ) 3
 OM0732
 OM0732.Superseded values are not recommended for survey control.
 OM0732
 OM0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0732.See file dsdata.pdf to determine how the superseded data were derived.
 OM0732
 OM0732_MARKER: 91 = CHURCH CROSS
 OM0732
 OM0732  HISTORY     - Date     Condition        Report By
 OM0732  HISTORY     - 1953     FIRST OBSERVED   CGS
 OM0732  HISTORY     - 19941023 GOOD             USPSQD
 OM0732  HISTORY     - 20021103 GOOD             USPSQD
 OM0732  HISTORY     - 20040323 GOOD             USPSQD
 OM0732
 OM0732                          STATION DESCRIPTION
 OM0732
 OM0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0732'STATION IS A CROSS AT THE TOP OF THE SPIRE OF THE ST. MARYS
 OM0732'CATHOLIC CHURCH, LOCATED IN THE NORTHWEST SECTION OF BARTON
 OM0732'ALONG THE NORTH SIDE OF WISCONSIN STREET BETWEEN MONROE STREET
 OM0732'AND JEFFERSON STREET.  THE SPIRE IS A WOODEN STRUCTURE COVERED
 OM0732'WITH GREY SHINGLES AND RISES ABOUT 50 FEET ABOVE THE SOUTH END
 OM0732'OF CHURCH BUILDING.
 OM0732
 OM0732                          STATION RECOVERY (1994)
 OM0732
 OM0732'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0732'RECOVERED IN GOOD CONDITION.
 OM0732
 OM0732                          STATION RECOVERY (2002)
 OM0732
 OM0732'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0732'THE STATION WAS FOUND IN GOOD CONDITION.  THE 1953 DESCRIPTION IS
 OM0732'CORRECT EXCEPT THAT BARTON HAS BEEN INCORPORATED INTO WEST BEND AND
 OM0732'THE CHURCH IS LOCATED ON THE NORTH SIDE OF MONROE ST. BETWEEN
 OM0732'JEFFERSON ST. AND ROOSEVELT DR.
 OM0732
 OM0732                          STATION RECOVERY (2004)
 OM0732
 OM0732'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5454 ***********************************************************************
 DN5454  DESIGNATION -  BASHAW LK 1
 DN5454  PID         -  DN5454
 DN5454  STATE/COUNTY-  WI/BURNETT
 DN5454  COUNTRY     -  US
 DN5454  USGS QUAD   -  HERTEL (2018)
 DN5454
 DN5454                         *CURRENT SURVEY CONTROL
 DN5454  ______________________________________________________________________
 DN5454* NAD 83(1986) POSITION- 45 46 08.7    (N) 092 08 10.5    (W)   HD_HELD2
 DN5454* NAVD 88 ORTHO HEIGHT -   306.844 (meters)     1006.70  (feet) ADJUSTED
 DN5454  ______________________________________________________________________
 DN5454  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 DN5454  DYNAMIC HEIGHT  -        306.853 (meters)     1006.73  (feet) COMP
 DN5454  MODELED GRAVITY -    980,633.4   (mgal)                       NAVD 88
 DN5454
 DN5454  VERT ORDER      -  SECOND    CLASS I
 DN5454
 DN5454.The horizontal coordinates were established by autonomous hand held GPS
 DN5454.observations and have an estimated accuracy of +/- 10 meters.
 DN5454
 DN5454.The orthometric height was determined by differential leveling and
 DN5454.adjusted by the WI DEPT OF TRANSP
 DN5454.in May 2012.
 DN5454
 DN5454.No vertical observational check was made to the station.
 DN5454
 DN5454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5454.GEOID18 height accuracy estimate available here.
 DN5454
 DN5454.Click photographs - Photos may exist for this station.
 DN5454
 DN5454.The dynamic height is computed by dividing the NAVD 88
 DN5454.geopotential number by the normal gravity value computed on the
 DN5454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5454.degrees latitude (g = 980.6199 gals.).
 DN5454
 DN5454.The modeled gravity was interpolated from observed gravity values.
 DN5454
 DN5454;                    North         East    Units  Estimated Accuracy
 DN5454;SPC WI N     -    69,189.      433,857.      MT  (+/- 10 meters HH2 GPS)
 DN5454
 DN5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6715968754(NAD 83)
 DN5454
 DN5454                          SUPERSEDED SURVEY CONTROL
 DN5454
 DN5454.No superseded survey control is available for this station.
 DN5454
 DN5454_MARKER: DB = BENCH MARK DISK
 DN5454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5454_STAMPING: BASHAW LK 1 2010
 DN5454_MARK LOGO: WI-013
 DN5454_PROJECTION: FLUSH
 DN5454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5454+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5454
 DN5454  HISTORY     - Date     Condition        Report By
 DN5454  HISTORY     - 2010     MONUMENTED       WI-013
 DN5454  HISTORY     - 20110214 GOOD             GEOSPC
 DN5454
 DN5454                          STATION DESCRIPTION
 DN5454
 DN5454'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5454'THE STATION IS LOCATED 3.3 MI (5.3 KM) SOUTHEAST OF HERTEL, WI.
 DN5454'
 DN5454'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5454'HIGHWAY X, GO EAST ON STATE HIGHWAY 70 FOR 1.3 MI (2.1 KM) TO OLD 70
 DN5454'ROAD.  CONTINUE EAST ON OLD 70 ROAD FOR 0.6 MI (1.0 KM) TO BASHAW LAKE
 DN5454'ROAD.  TURN RIGHT AND GO SOUTH ON NORTH BASHAW LAKE ROAD FOR 1.7 MI
 DN5454'(2.7 KM) TO LAKEVIEW CHURCH ROAD.  TURN LEFT AND GO EAST ON LAKEVIEW
 DN5454'CHURCH ROAD FOR 1.0 MI (1.6 KM) TO TOWN HALL ROAD.  TURN RIGHT AND GO
 DN5454'SOUTH ON TOWN HALL ROAD FOR 1.0 MI (1.6 KM) TO BASHAW LAKE ROAD.  TURN
 DN5454'RIGHT AND GO WEST ON BASHAW LAKE ROAD FOR 1.1 MI (1.8 KM) TO THE
 DN5454'STATION ON THE RIGHT.
 DN5454'
 DN5454'THE STATION IS LOCATED 30 FT (9.1 M) NORTH OF THE CENTER OF BASHAW
 DN5454'LAKE ROAD (BASHAW LAKE PUBLIC ACCESS ROAD), 12 FT (3.7 M) EAST OF A
 DN5454'POWER POLE AND 1 FT (0.3 M) SOUTH, NORTHEAST AND NORTHWEST OF THREE
 DN5454'METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5453 ***********************************************************************
 DN5453  DESIGNATION -  BASHAW LK 2
 DN5453  PID         -  DN5453
 DN5453  STATE/COUNTY-  WI/BURNETT
 DN5453  COUNTRY     -  US
 DN5453  USGS QUAD   -  POQUETTES LAKE (2018)
 DN5453
 DN5453                         *CURRENT SURVEY CONTROL
 DN5453  ______________________________________________________________________
 DN5453* NAD 83(1986) POSITION- 45 46 08.2    (N) 092 07 08.8    (W)   HD_HELD2
 DN5453* NAVD 88 ORTHO HEIGHT -   345.764 (meters)     1134.39  (feet) ADJUSTED
 DN5453  ______________________________________________________________________
 DN5453  GEOID HEIGHT    -        -27.948 (meters)                     GEOID18
 DN5453  DYNAMIC HEIGHT  -        345.772 (meters)     1134.42  (feet) COMP
 DN5453  MODELED GRAVITY -    980,629.4   (mgal)                       NAVD 88
 DN5453
 DN5453  VERT ORDER      -  SECOND    CLASS I
 DN5453
 DN5453.The horizontal coordinates were established by autonomous hand held GPS
 DN5453.observations and have an estimated accuracy of +/- 10 meters.
 DN5453
 DN5453.The orthometric height was determined by differential leveling and
 DN5453.adjusted by the WI DEPT OF TRANSP
 DN5453.in May 2012.
 DN5453
 DN5453.No vertical observational check was made to the station.
 DN5453
 DN5453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5453.GEOID18 height accuracy estimate available here.
 DN5453
 DN5453.Click photographs - Photos may exist for this station.
 DN5453
 DN5453.The dynamic height is computed by dividing the NAVD 88
 DN5453.geopotential number by the normal gravity value computed on the
 DN5453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5453.degrees latitude (g = 980.6199 gals.).
 DN5453
 DN5453.The modeled gravity was interpolated from observed gravity values.
 DN5453
 DN5453;                    North         East    Units  Estimated Accuracy
 DN5453;SPC WI N     -    69,138.      435,189.      MT  (+/- 10 meters HH2 GPS)
 DN5453
 DN5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6849268753(NAD 83)
 DN5453
 DN5453                          SUPERSEDED SURVEY CONTROL
 DN5453
 DN5453.No superseded survey control is available for this station.
 DN5453
 DN5453_MARKER: DB = BENCH MARK DISK
 DN5453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5453_STAMPING: BASHAW LK 2 2010
 DN5453_MARK LOGO: WI-013
 DN5453_PROJECTION: FLUSH
 DN5453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5453+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5453
 DN5453  HISTORY     - Date     Condition        Report By
 DN5453  HISTORY     - 2010     MONUMENTED       WI-013
 DN5453  HISTORY     - 20110214 GOOD             GEOSPC
 DN5453
 DN5453                          STATION DESCRIPTION
 DN5453
 DN5453'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5453'THE STATION IS LOCATED 3.8 MI (6.1 KM) SOUTHEAST OF HERTEL, WI.
 DN5453'
 DN5453'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5453'HIGHWAY X, GO EAST ON STATE HIGHWAY 70 FOR 1.3 MI (2.1 KM) TO OLD 70
 DN5453'ROAD.  CONTINUE EAST ON OLD 70 ROAD FOR 0.6 MI (1.0 KM) TO BASHAW LAKE
 DN5453'ROAD.  TURN RIGHT AND GO SOUTH ON NORTH BASHAW LAKE ROAD FOR 1.7 MI
 DN5453'(2.7 KM) TO LAKEVIEW CHURCH ROAD.  TURN LEFT AND GO EAST ON LAKEVIEW
 DN5453'CHURCH ROAD FOR 1.0 MI (1.6 KM) TO TOWN HALL ROAD.  TURN RIGHT AND GO
 DN5453'SOUTH ON TOWN HALL ROAD FOR 1.0 MI (1.6 KM) TO BASHAW LAKE ROAD.  TURN
 DN5453'RIGHT AND GO WEST ON BASHAW LAKE ROAD FOR 0.2 MI (0.3 KM) TO THE
 DN5453'STATION ON THE LEFT.
 DN5453'
 DN5453'THE STATION IS LOCATED 38 FT (11.6 M) WEST OF A POWER POLE, 22 FT (6.7
 DN5453'M) SOUTH OF EDGE OF PAVEMENT OF BASHAW LAKE ROAD, 3 FT (0.9 M) NORTH,
 DN5453'SOUTHEAST AND SOUTHWEST OF THREE METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0759 ***********************************************************************
 PO0759  DESIGNATION -  BASKIN
 PO0759  PID         -  PO0759
 PO0759  STATE/COUNTY-  WI/DUNN
 PO0759  COUNTRY     -  US
 PO0759  USGS QUAD   -  DURAND NORTH (2018)
 PO0759
 PO0759                         *CURRENT SURVEY CONTROL
 PO0759  ______________________________________________________________________
 PO0759* NAD 83(1996) POSITION- 44 44 46.27557(N) 091 59 36.96947(W)   ADJUSTED
 PO0759* NAVD 88 ORTHO HEIGHT -   345.3   (meters)     1133.    (feet) VERTCON3
 PO0759  ______________________________________________________________________
 PO0759  GEOID HEIGHT    -        -30.551 (meters)                     GEOID18
 PO0759  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 PO0759  HORZ ORDER      -  SECOND
 PO0759
 PO0759.The horizontal coordinates were established by classical geodetic methods
 PO0759.and adjusted by the National Geodetic Survey in March 1999.
 PO0759
 PO0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0759
 PO0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0759.GEOID18 height accuracy estimate available here.
 PO0759
 PO0759.Click photographs - Photos may exist for this station.
 PO0759
 PO0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0759
 PO0759. The following values were computed from the NAD 83(1996) position.
 PO0759
 PO0759;                    North         East     Units Scale Factor Converg.
 PO0759;SPC WI C     -   103,372.606   442,143.125   MT  0.99994327   -1 24 23.9
 PO0759;SPC WI C     -   339,148.29  1,450,597.90   sFT  0.99994327   -1 24 23.9
 PO0759;UTM  15      - 4,955,248.280   579,668.960   MT  0.99967805   +0 42 30.6
 PO0759
 PO0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0759!SPC WI C     -   0.99995065  x   0.99994327  =   0.99989392
 PO0759!UTM  15      -   0.99995065  x   0.99967805  =   0.99962871
 PO0759
 PO0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7966855248(NAD 83)
 PO0759
 PO0759|---------------------------------------------------------------------|
 PO0759| PID    Reference Object                     Distance      Geod. Az  |
 PO0759|                                                           dddmmss.s |
 PO0759| CJ4225 BASKIN RM 1                           9.898 METERS 13927     |
 PO0759| CJ4226 BASKIN RM 2                          12.675 METERS 27945     |
 PO0759|---------------------------------------------------------------------|
 PO0759
 PO0759                          SUPERSEDED SURVEY CONTROL
 PO0759
 PO0759  NAD 83(1991)-  44 44 46.27171(N)    091 59 36.96855(W) AD(       ) 2
 PO0759  NAD 83(1986)-  44 44 46.26800(N)    091 59 36.97927(W) AD(       ) 2
 PO0759  NAD 27      -  44 44 46.39940(N)    091 59 36.34736(W) AD(       ) 2
 PO0759  NGVD 29 (07/19/86)  345.3    (m)         1133.     (f) VERT ANG       
 PO0759
 PO0759.Superseded values are not recommended for survey control.
 PO0759
 PO0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0759.See file dsdata.pdf to determine how the superseded data were derived.
 PO0759
 PO0759_MARKER: DD = SURVEY DISK
 PO0759_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PO0759_STAMPING: ET BASKIN 1972
 PO0759_MARK LOGO: USGS
 PO0759_PROJECTION: FLUSH
 PO0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0759
 PO0759  HISTORY     - Date     Condition        Report By
 PO0759  HISTORY     - 1972     MONUMENTED       USGS
 PO0759
 PO0759                          STATION DESCRIPTION
 PO0759
 PO0759'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PO0759'STATION IS ABOUT 1.7 MI. S. AND 2.8 MI. W. OF DOWNSVILLE, AT
 PO0759'JUNCTIONS OF STATE HIGHWAYS 72 AND 25, T. 26 N., R. 13 W., ABOUT
 PO0759'0.4 MI. N. SEC. CORS. 7, 8, 17 AND 18, BETWEEN SECS. 7 AND 8.
 PO0759'
 PO0759'TO REACH FROM JUNCTIONS OF STATE HIGHWAYS 72 AND 25 SW. OF
 PO0759'DOWNSVILLE, GO 0.1 MI. E. ON STATE HIGHWAY 72 TO JUNCTION OF
 PO0759'COUNTY HIGHWAY C, TURN S. AND FOLLOW COUNTY HIGHWAY C 0.4 MI. TO
 PO0759'WHERE COUNTY HIGHWAY C MEETS COUNTY HIGHWAY Z.  CONTINUE FOLLOWING
 PO0759'COUNTY HIGHWAY C FOR ABOUT 4.3 MI. TO WHERE COUNTY HIGHWAYS C
 PO0759'AND Z AGAIN CROSS, CONTINUE ON COUNTY HIGHWAY C FOR ABOUT 0.6
 PO0759'MI. TO T-DRIVE NNE, AND LAND OWNED BY KETCHNER, FOLLOW DRIVE
 PO0759'0.15 MI. TO FARMYARD, PARK TRUCK AND WALK ABOUT 600 FT. NNE. TO
 PO0759'TOP OF HIGH PROMINENT HILL AND STATION.
 PO0759'
 PO0759'STATION MARK STAMPED ET BASKIN 1972 IS IN BARE OPENING ON CREST
 PO0759'OF PROMINENT HILL, ABOUT 12 FT. S. OF TREE LINE ALONG N. EDGE
 PO0759'OF HILL, 42 FT. E. AND 5 FT. N. OF LONE TREE IN CLEARING.
 PO0759'
 PO0759'REFERENCE MARK NO. 1 STAMPED BASKIN NO 1 1972 IS ABOUT 32
 PO0759'FT. SE. OF STATION ALONG ESE. RIDGE OF BARE OPENING ON HILL, ABOUT
 PO0759'10 FT. S. OF TREE LINE ALONG N. EDGE OF HILL.
 PO0759'
 PO0759'REFERENCE MARK NO. 2 STAMPED BASKIN NO 2 1972 IS 42 FT. WNW OF
 PO0759'STATION, ABOUT 13 FT. S. OF TREE LINE ALONG N. EDGE OF HILL, 3
 PO0759'FT. N. OF LONE TREE IN CLEARING.
 PO0759'
 PO0759'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 PO0759'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE 12 IN. LONG AND
 PO0759'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET
 PO0759'FLUSH WITH THE GROUND.
 PO0759'
 PO0759'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0088 ***********************************************************************
 QM0088  DESIGNATION -  BASS
 QM0088  PID         -  QM0088
 QM0088  STATE/COUNTY-  WI/OCONTO
 QM0088  COUNTRY     -  US
 QM0088  USGS QUAD   -  TOWNSEND (2018)
 QM0088
 QM0088                         *CURRENT SURVEY CONTROL
 QM0088  ______________________________________________________________________
 QM0088* NAD 83(1991) POSITION- 45 20 40.48085(N) 088 35 50.17627(W)   ADJUSTED
 QM0088* NAVD 88 ORTHO HEIGHT -   419.490 (meters)     1376.28  (feet) ADJUSTED
 QM0088  ______________________________________________________________________
 QM0088  GEOID HEIGHT    -        -35.043 (meters)                     GEOID18
 QM0088  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 QM0088  DYNAMIC HEIGHT  -        419.441 (meters)     1376.12  (feet) COMP
 QM0088  MODELED GRAVITY -    980,489.0   (mgal)                       NAVD 88
 QM0088
 QM0088  HORZ ORDER      -  FIRST
 QM0088  VERT ORDER      -  FIRST     CLASS II
 QM0088
 QM0088.The horizontal coordinates were established by classical geodetic methods
 QM0088.and adjusted by the National Geodetic Survey in November 1991.
 QM0088
 QM0088.The orthometric height was determined by differential leveling and
 QM0088.adjusted by the NATIONAL GEODETIC SURVEY
 QM0088.in June 1991.
 QM0088
 QM0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0088.GEOID18 height accuracy estimate available here.
 QM0088
 QM0088.Click photographs - Photos may exist for this station.
 QM0088
 QM0088.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0088
 QM0088.The dynamic height is computed by dividing the NAVD 88
 QM0088.geopotential number by the normal gravity value computed on the
 QM0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0088.degrees latitude (g = 980.6199 gals.).
 QM0088
 QM0088.The modeled gravity was interpolated from observed gravity values.
 QM0088
 QM0088. The following values were computed from the NAD 83(1991) position.
 QM0088
 QM0088;                    North         East     Units Scale Factor Converg.
 QM0088;SPC WI C     -   168,881.612   709,927.483   MT  0.99997410   +0 59 23.0
 QM0088;SPC WI C     -   554,072.42  2,329,153.75   sFT  0.99997410   +0 59 23.0
 QM0088;UTM  16      - 5,022,470.699   374,867.614   MT  0.99979252   -1 08 10.9
 QM0088
 QM0088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0088!SPC WI C     -   0.99993973  x   0.99997410  =   0.99991383
 QM0088!UTM  16      -   0.99993973  x   0.99979252  =   0.99973226
 QM0088
 QM0088:                Primary Azimuth Mark                     Grid Az
 QM0088:SPC WI C     -  TOWNSEND                                 160 10 53.1
 QM0088:UTM  16      -  TOWNSEND                                 162 18 27.0
 QM0088
 QM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7486722470(NAD 83)
 QM0088
 QM0088|---------------------------------------------------------------------|
 QM0088| PID    Reference Object                     Distance      Geod. Az  |
 QM0088|                                                           dddmmss.s |
 QM0088| QM0089 TOWNSEND                            APPROX. 1.8 KM 1611016.1 |
 QM0088|---------------------------------------------------------------------|
 QM0088
 QM0088                          SUPERSEDED SURVEY CONTROL
 QM0088
 QM0088  NAD 83(1986)-  45 20 40.48263(N)    088 35 50.19539(W) AD(       ) 1
 QM0088  NAD 27      -  45 20 40.59700(N)    088 35 49.80600(W) AD(       ) 1
 QM0088  USSD        -  45 20 40.68100(N)    088 35 49.61500(W) AD(       ) 3
 QM0088  NGVD 29 (??/??/92)  419.479  (m)         1376.24   (f) ADJ UNCH    1 2
 QM0088  NGVD 29             419.48   (m)         1376.2    (f) LEVELING    3  
 QM0088
 QM0088.Superseded values are not recommended for survey control.
 QM0088
 QM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0088.See file dsdata.pdf to determine how the superseded data were derived.
 QM0088
 QM0088_MARKER: DS = TRIANGULATION STATION DISK
 QM0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0088_STAMPING: BASS 1921 ELEV. 1376.241
 QM0088_MARK LOGO: CGS
 QM0088_PROJECTION: FLUSH
 QM0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0088+STABILITY: SURFACE MOTION
 QM0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0088+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2014
 QM0088
 QM0088  HISTORY     - Date     Condition        Report By
 QM0088  HISTORY     - 1921     MONUMENTED       CGS
 QM0088  HISTORY     - 1922     GOOD             CGS
 QM0088  HISTORY     - 1934     GOOD             CGS
 QM0088  HISTORY     - 1985     GOOD             NGS
 QM0088  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 QM0088  HISTORY     - 20051116 GOOD             WIDT
 QM0088  HISTORY     - 20140903 GOOD             WIDT
 QM0088
 QM0088                          STATION DESCRIPTION
 QM0088
 QM0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0088'STATION IS ABOUT 1-1/8 MILES N OF TOWNSEND, 11 METERS N OF
 QM0088'FIRST ROAD CROSSING N OF THE RAILROAD STATION AT TOWNSEND, 25
 QM0088'METERS N OF RAILROAD CULVERT N 92, 6.936 METERS (22.76 FEET)
 QM0088'E OF THE E RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 QM0088'
 QM0088'SURFACE MARK IS A STANDARD BRONZE DISK IN A LARGE 3- BY 4-FOOT
 QM0088'CONCRETE BLOCK.
 QM0088'
 QM0088'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 QM0088'SET IN CONCRETE.
 QM0088
 QM0088                          STATION RECOVERY (1922)
 QM0088
 QM0088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0088'1.3 MI N FROM TOWNSEND.
 QM0088'ABOUT 1 1/8 MILE NORTH OF TOWNSEND, 11 METERS NORTH OF FIRST
 QM0088'ROAD CROSSING NORTH OF THE RAILROAD STATION AT TOWNSEND, 25 METERS
 QM0088'NORTH OF R.R. CULVERT N. 92, 6.936 METERS (22.76 FT.) EAST OF THE
 QM0088'EAST RAIL OF THE C. AND N.W. RY.
 QM0088
 QM0088                          STATION RECOVERY (1934)
 QM0088
 QM0088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0088'RECOVERED IN GOOD CONDITION.
 QM0088
 QM0088                          STATION RECOVERY (1985)
 QM0088
 QM0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0088'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  27.5 KM
 QM0088'(17.1 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION WITH
 QM0088'U.S. HIGHWAY 8 IN LAONA, 32.4 M (106.3 FT) EAST OF THE CENTERLINE OF
 QM0088'THE HIGHWAY, 11.6 M (38.1 FT) NORTH OF THE CENTER OF FRONT STREET, AND
 QM0088'7.1 M (23.3 FT) EAST OF THE CENTER OF THE OLD RAILROAD BED.
 QM0088'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST
 QM0088'THE MARK IS 1.2 M ABOVE THE STREET.
 QM0088
 QM0088                          STATION RECOVERY (1999)
 QM0088
 QM0088'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0088'MARK NOT FOUND.
 QM0088
 QM0088                          STATION RECOVERY (2005)
 QM0088
 QM0088'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0088'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS 19.2 M EAST OF THE
 QM0088'CENTERLINE OF STATE HIGHWAY 32. THE STATION IS 19.2 M NORTHWEST OF A
 QM0088'FRONTAGE ROAD AND DRIVEWAY TO RESIDENCE OF FIRE NUMBERS  18358- AND
 QM0088'18356-. THE STATION IS 4.5 M SOUTHWEST OF POWER POLE NUMBER
 QM0088'3315-15E62-. -NOTE--THE OLD RAILROAD BED FROM THE PREVIOUS DESCRIPTION
 QM0088'IS NO LONGER VISIBLE.
 QM0088
 QM0088                          STATION RECOVERY (2014)
 QM0088
 QM0088'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0088'RECOVERED IN GOOD CONDITION.
 QM0088'
 QM0088'NOTE-THE STATION IS LOCATED BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7132 ***********************************************************************
 DN7132  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7132  DESIGNATION -  BASS LAKE C GPS
 DN7132  PID         -  DN7132
 DN7132  STATE/COUNTY-  WI/WASHBURN
 DN7132  COUNTRY     -  US
 DN7132  USGS QUAD   -  BEAN LAKE (2019)
 DN7132
 DN7132                         *CURRENT SURVEY CONTROL
 DN7132  ______________________________________________________________________
 DN7132* NAD 83(2011) POSITION- 45 56 23.58534(N) 091 33 50.16927(W)   ADJUSTED
 DN7132* NAD 83(2011) ELLIP HT-   329.678 (meters)        (04/15/13)   ADJUSTED
 DN7132* NAD 83(2011) EPOCH   -  2010.00
 DN7132* NAVD 88 ORTHO HEIGHT -   358.68  (meters)     1176.8   (feet) GPS OBS
 DN7132  ______________________________________________________________________
 DN7132  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7132  GEOID HEIGHT    -        -28.989 (meters)                     GEOID12A
 DN7132  GEOID HEIGHT    -        -28.989 (meters)                     GEOID18
 DN7132  NAD 83(2011) X  -   -121,269.964 (meters)                     COMP
 DN7132  NAD 83(2011) Y  - -4,441,698.265 (meters)                     COMP
 DN7132  NAD 83(2011) Z  -  4,560,840.329 (meters)                     COMP
 DN7132  LAPLACE CORR    -         -6.15  (seconds)                    DEFLEC18
 DN7132
 DN7132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7132  Standards:
 DN7132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7132  -------------------------------------------------------------------
 DN7132  NETWORK    0.48   0.94           0.22   0.17   0.48      0.04482162
 DN7132  -------------------------------------------------------------------
 DN7132  Click here for local accuracies and other accuracy information.
 DN7132
 DN7132.The horizontal coordinates were established by GPS observations
 DN7132.and adjusted by the National Geodetic Survey in April 2013.
 DN7132
 DN7132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7132.been affixed to the stable North American tectonic plate. See 
 DN7132.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7132
 DN7132.The horizontal coordinates are valid at the epoch date displayed above
 DN7132.which is a decimal equivalence of Year/Month/Day.
 DN7132
 DN7132.The orthometric height was determined by GPS observations and a
 DN7132.high-resolution geoid model using precise GPS observation and
 DN7132.processing techniques.
 DN7132
 DN7132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7132.GEOID18 height accuracy estimate available here.
 DN7132
 DN7132.Click photographs - Photos may exist for this station.
 DN7132
 DN7132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7132
 DN7132.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7132
 DN7132.The ellipsoidal height was determined by GPS observations
 DN7132.and is referenced to NAD 83.
 DN7132
 DN7132. The following values were computed from the NAD 83(2011) position.
 DN7132
 DN7132;                    North         East     Units Scale Factor Converg.
 DN7132;SPC WI N     -    87,132.242   478,734.744   MT  0.99995322   -1 07 41.4
 DN7132;SPC WI N     -   285,866.36  1,570,648.91   sFT  0.99995322   -1 07 41.4
 DN7132;UTM  15      - 5,088,370.910   611,317.762   MT  0.99975234   +1 01 55.5
 DN7132
 DN7132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7132!SPC WI N     -   0.99994832  x   0.99995322  =   0.99990154
 DN7132!UTM  15      -   0.99994832  x   0.99975234  =   0.99970067
 DN7132
 DN7132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1131788370(NAD 83)
 DN7132
 DN7132                          SUPERSEDED SURVEY CONTROL
 DN7132
 DN7132  NAD 83(2007)-  45 56 23.58549(N)    091 33 50.16984(W) AD(2002.00) 1
 DN7132  ELLIP H (04/06/12)  329.711  (m)                       GP(2002.00) 1 1
 DN7132
 DN7132.Superseded values are not recommended for survey control.
 DN7132
 DN7132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7132.See file dsdata.pdf to determine how the superseded data were derived.
 DN7132
 DN7132_MARKER: DD = SURVEY DISK
 DN7132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7132_STAMPING: BASS LAKE C GPS 2006
 DN7132_MARK LOGO: WIDT
 DN7132_PROJECTION: FLUSH
 DN7132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7132+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2010
 DN7132
 DN7132  HISTORY     - Date     Condition        Report By
 DN7132  HISTORY     - 2005     MONUMENTED       WIDT
 DN7132  HISTORY     - 20100923 GOOD             WIDT
 DN7132
 DN7132                          STATION DESCRIPTION
 DN7132
 DN7132'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7132'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN7132'HIGHWAY E APPROXIMATELY 6 MI (9.7 KM) SOUTHWEST OF THE CITY OF
 DN7132'HAYWARD, GO SOUTH THEN EAST ON COUNTY HIGHWAY E FOR 3.8 MI (6.1 KM) TO
 DN7132'COUNTY HIGHWAY E CURVING RIGHT AND RAINBOW ROAD LEFT, CURVE RIGHT AND
 DN7132'GO SOUTH ON COUNTY HIGHWAY E FOR 0.8 MI (1.3 KM) TO A RAILROAD
 DN7132'CROSSING OVER THE HIGHWAY.  CONTINUE SOUTHWEST ON COUNTY HIGHWAY E FOR
 DN7132'0.11 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DN7132'
 DN7132'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7132'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7132'INCH) DIAMETER CONCRETE POST 2.3 M (7.5 FT) DEEP, FLUSH WITH THE
 DN7132'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN7132'PAVEMENT.  THE STATION IS 6.6 M (21.7 FT) NORTHWEST OF THE CENTERLINE
 DN7132'OF COUNTY HIGHWAY E, 29.2 M (95.8 FT) SOUTHWEST OF A LEFT CURVE AHEAD
 DN7132'15 MPH WOODEN SIGN POST, 1.5 M (4.9 FT) SOUTHEAST OF A CULTIVATED
 DN7132'FIELD AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DN7132'SURROUNDING THE STATION.
 DN7132'
 DN7132'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7132'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7186 ***********************************************************************
 DN7186  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7186  DESIGNATION -  BASS LAKE E GPS
 DN7186  PID         -  DN7186
 DN7186  STATE/COUNTY-  WI/SAWYER
 DN7186  COUNTRY     -  US
 DN7186  USGS QUAD   -  RESERVE (2019)
 DN7186
 DN7186                         *CURRENT SURVEY CONTROL
 DN7186  ______________________________________________________________________
 DN7186* NAD 83(2011) POSITION- 45 56 30.67370(N) 091 22 37.78495(W)   ADJUSTED
 DN7186* NAD 83(2011) ELLIP HT-   375.373 (meters)        (04/15/13)   ADJUSTED
 DN7186* NAD 83(2011) EPOCH   -  2010.00
 DN7186* NAVD 88 ORTHO HEIGHT -   404.65  (meters)     1327.6   (feet) GPS OBS
 DN7186  ______________________________________________________________________
 DN7186  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7186  GEOID HEIGHT    -        -29.269 (meters)                     GEOID12A
 DN7186  GEOID HEIGHT    -        -29.270 (meters)                     GEOID18
 DN7186  NAD 83(2011) X  -   -106,787.231 (meters)                     COMP
 DN7186  NAD 83(2011) Y  - -4,441,944.513 (meters)                     COMP
 DN7186  NAD 83(2011) Z  -  4,561,025.366 (meters)                     COMP
 DN7186  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 DN7186
 DN7186  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7186  Standards:
 DN7186         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7186            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7186  -------------------------------------------------------------------
 DN7186  NETWORK    0.77   1.43           0.36   0.25   0.73      0.07089499
 DN7186  -------------------------------------------------------------------
 DN7186  Click here for local accuracies and other accuracy information.
 DN7186
 DN7186.The horizontal coordinates were established by GPS observations
 DN7186.and adjusted by the National Geodetic Survey in April 2013.
 DN7186
 DN7186.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7186.been affixed to the stable North American tectonic plate. See 
 DN7186.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7186
 DN7186.The horizontal coordinates are valid at the epoch date displayed above
 DN7186.which is a decimal equivalence of Year/Month/Day.
 DN7186
 DN7186.The orthometric height was determined by GPS observations and a
 DN7186.high-resolution geoid model using precise GPS observation and
 DN7186.processing techniques.
 DN7186
 DN7186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7186.GEOID18 height accuracy estimate available here.
 DN7186
 DN7186.Click photographs - Photos may exist for this station.
 DN7186
 DN7186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7186
 DN7186.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7186
 DN7186.The ellipsoidal height was determined by GPS observations
 DN7186.and is referenced to NAD 83.
 DN7186
 DN7186. The following values were computed from the NAD 83(2011) position.
 DN7186
 DN7186;                    North         East     Units Scale Factor Converg.
 DN7186;SPC WI N     -    87,082.919   493,219.121   MT  0.99995308   -0 59 36.4
 DN7186;SPC WI N     -   285,704.54  1,618,169.73   sFT  0.99995308   -0 59 36.4
 DN7186;UTM  15      - 5,088,867.461   625,791.098   MT  0.99979453   +1 09 59.0
 DN7186
 DN7186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7186!SPC WI N     -   0.99994116  x   0.99995308  =   0.99989424
 DN7186!UTM  15      -   0.99994116  x   0.99979453  =   0.99973570
 DN7186
 DN7186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2579188867(NAD 83)
 DN7186
 DN7186                          SUPERSEDED SURVEY CONTROL
 DN7186
 DN7186  NAD 83(2007)-  45 56 30.67384(N)    091 22 37.78545(W) AD(2002.00) 1
 DN7186  ELLIP H (04/06/12)  375.395  (m)                       GP(2002.00) 1 1
 DN7186
 DN7186.Superseded values are not recommended for survey control.
 DN7186
 DN7186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7186.See file dsdata.pdf to determine how the superseded data were derived.
 DN7186
 DN7186_MARKER: DD = SURVEY DISK
 DN7186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7186_STAMPING: BASS LAKE E GPS 2006
 DN7186_MARK LOGO: WIDT
 DN7186_PROJECTION: FLUSH
 DN7186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7186+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DN7186
 DN7186  HISTORY     - Date     Condition        Report By
 DN7186  HISTORY     - 2005     MONUMENTED       WIDT
 DN7186  HISTORY     - 20100517 GOOD             WIDT
 DN7186
 DN7186                          STATION DESCRIPTION
 DN7186
 DN7186'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7186'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DN7186'HIGHWAY K APPROXIMATELY 5 MI (8.0 KM) EAST OF THE CITY OF HAYWARD, GO
 DN7186'SOUTH ON COUNTY HIGHWAY K FOR 3.7 MI (6.0 KM) TO COUNTY HIGHWAY E
 DN7186'RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAYS K AND E FOR 0.20 MI (0.3 KM)
 DN7186'TO COUNTY HIGHWAY E LEFT.  TURN LEFT AND GO SOUTHEAST ON COUNTY
 DN7186'HIGHWAY E FOR 30 M (98.4 FT) TO THE STATION ON THE RIGHT.
 DN7186'
 DN7186'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7186'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7186'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7186'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN7186'PAVEMENT.  THE STATION IS 12.6 M (41.3 FT) SOUTHWEST OF THE CENTERLINE
 DN7186'OF COUNTY HIGHWAY E, 28.5 M (93.5 FT) EAST OF THE CENTERLINE OF COUNTY
 DN7186'HIGHWAY K, 37 M (121.4 FT) NORTHWEST OF THE CENTERLINE OF COMMERCIAL
 DN7186'ENTRANCE -8493N- AND THE EXTENDED CENTERLINE OF TREPANIA ROAD, 8.9 M
 DN7186'(29.2 FT) WEST OF AN -ADOPT-A-HIGHWAY- WOODEN SIGN POST AND IS 1 M
 DN7186'(3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DN7186'STATION.
 DN7186'
 DN7186'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7186'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5012 ***********************************************************************
 DN5012  DESIGNATION -  BASS LAKE N GPS
 DN5012  PID         -  DN5012
 DN5012  STATE/COUNTY-  WI/WASHBURN
 DN5012  COUNTRY     -  US
 DN5012  USGS QUAD   -  BEAN LAKE (2019)
 DN5012
 DN5012                         *CURRENT SURVEY CONTROL
 DN5012  ______________________________________________________________________
 DN5012* NAD 83(2011) POSITION- 45 58 54.76041(N) 091 33 24.83369(W)   ADJUSTED
 DN5012* NAD 83(2011) ELLIP HT-   328.886 (meters)        (04/15/13)   ADJUSTED
 DN5012* NAD 83(2011) EPOCH   -  2010.00
 DN5012* NAVD 88 ORTHO HEIGHT -   357.677 (meters)     1173.48  (feet) ADJUSTED
 DN5012  ______________________________________________________________________
 DN5012  GEOID HEIGHT    -        -28.782 (meters)                     GEOID18
 DN5012  NAD 83(2011) X  -   -120,633.205 (meters)                     COMP
 DN5012  NAD 83(2011) Y  - -4,438,358.300 (meters)                     COMP
 DN5012  NAD 83(2011) Z  -  4,564,084.575 (meters)                     COMP
 DN5012  LAPLACE CORR    -         -7.75  (seconds)                    DEFLEC18
 DN5012  DYNAMIC HEIGHT  -        357.677 (meters)     1173.48  (feet) COMP
 DN5012  MODELED GRAVITY -    980,604.8   (mgal)                       NAVD 88
 DN5012
 DN5012  VERT ORDER      -  SECOND    CLASS I
 DN5012
 DN5012  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5012  Standards:
 DN5012         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5012            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5012  -------------------------------------------------------------------
 DN5012  NETWORK    0.57   1.14           0.26   0.20   0.58     -0.02468183
 DN5012  -------------------------------------------------------------------
 DN5012  Click here for local accuracies and other accuracy information.
 DN5012
 DN5012.The horizontal coordinates were established by GPS observations
 DN5012.and adjusted by the National Geodetic Survey in April 2013.
 DN5012
 DN5012.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5012.been affixed to the stable North American tectonic plate. See 
 DN5012.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5012
 DN5012.The horizontal coordinates are valid at the epoch date displayed above
 DN5012.which is a decimal equivalence of Year/Month/Day.
 DN5012
 DN5012.The orthometric height was determined by differential leveling and
 DN5012.adjusted by the WI DEPT OF TRANSP
 DN5012.in May 2012.
 DN5012
 DN5012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5012.GEOID18 height accuracy estimate available here.
 DN5012
 DN5012.Click photographs - Photos may exist for this station.
 DN5012
 DN5012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5012
 DN5012.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5012
 DN5012.The ellipsoidal height was determined by GPS observations
 DN5012.and is referenced to NAD 83.
 DN5012
 DN5012.The dynamic height is computed by dividing the NAVD 88
 DN5012.geopotential number by the normal gravity value computed on the
 DN5012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5012.degrees latitude (g = 980.6199 gals.).
 DN5012
 DN5012.The modeled gravity was interpolated from observed gravity values.
 DN5012
 DN5012. The following values were computed from the NAD 83(2011) position.
 DN5012
 DN5012;                    North         East     Units Scale Factor Converg.
 DN5012;SPC WI N     -    91,787.953   479,371.845   MT  0.99995059   -1 07 23.2
 DN5012;SPC WI N     -   301,140.98  1,572,739.13   sFT  0.99995059   -1 07 23.2
 DN5012;UTM  15      - 5,093,046.401   611,778.795   MT  0.99975360   +1 02 16.3
 DN5012
 DN5012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5012!SPC WI N     -   0.99994844  x   0.99995059  =   0.99989904
 DN5012!UTM  15      -   0.99994844  x   0.99975360  =   0.99970206
 DN5012
 DN5012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1177893046(NAD 83)
 DN5012
 DN5012                          SUPERSEDED SURVEY CONTROL
 DN5012
 DN5012  NAD 83(2007)-  45 58 54.76057(N)    091 33 24.83427(W) AD(2002.00) 1
 DN5012  ELLIP H (04/06/12)  328.915  (m)                       GP(2002.00) 1 1
 DN5012  NAVD 88             357.68   (m)         1173.5    (f) LEVELING    3  
 DN5012
 DN5012.Superseded values are not recommended for survey control.
 DN5012
 DN5012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5012.See file dsdata.pdf to determine how the superseded data were derived.
 DN5012
 DN5012_MARKER: DD = SURVEY DISK
 DN5012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5012_STAMPING: BASS LAKE N GPS 2006
 DN5012_MARK LOGO: WIDT
 DN5012_PROJECTION: RECESSED 10 CENTIMETERS
 DN5012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5012+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2010
 DN5012
 DN5012  HISTORY     - Date     Condition        Report By
 DN5012  HISTORY     - 2005     MONUMENTED       WIDT
 DN5012  HISTORY     - 20100922 GOOD             WIDT
 DN5012
 DN5012                          STATION DESCRIPTION
 DN5012
 DN5012'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5012'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5012'HIGHWAY EAST APPROXIMATELY 6 MI (9.7 KM) SOUTHWEST OF THE CITY OF
 DN5012'HAYWARD, GO SOUTHEAST ON US HIGHWAY 63 FOR 1.5 MI (2.4 KM) TO RIVER
 DN5012'ROAD RIGHT.  CONTINUE EAST ON US HIGHWAY 63 FOR 0.27 MI (0.4 KM) TO
 DN5012'THE STATION ON THE LEFT.
 DN5012'
 DN5012'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5012'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5012'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, RECESSED 10 CM (4
 DN5012'INCHES) BELOW THE GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE
 DN5012'HIGHWAY PAVEMENT.
 DN5012'
 DN5012'THE STATION IS 11.5 M (37.7 FT) NORTH OF THE CENTERLINE OF US HIGHWAY
 DN5012'63, 0.28 MI (0.5 KM) WEST OF RIVER ROAD ALLEY, 73 M (239.5 FT) WEST OF
 DN5012'THE CENTERLINE OF A FIELD ENTRANCE, 45.5 M (149.3 FT) NORTH-NORTHEAST
 DN5012'OF RAILROAD MILE MARKER -99-, 24.5 M (80.4 FT) WEST OF A WOODEN POST
 DN5012'WITH A YELLOW -WARNING NO HUNTING- SIGN ATTACHED, 22.5 M (73.8 FT)
 DN5012'SOUTH OF A POWER POLE, 3 M (9.8 FT) SOUTH OF A FIELD AND IS 1 M (3.3
 DN5012'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN5012'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DN5012'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7214 ***********************************************************************
 DN7214  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7214  DESIGNATION -  BASS LAKE W GPS
 DN7214  PID         -  DN7214
 DN7214  STATE/COUNTY-  WI/SAWYER
 DN7214  COUNTRY     -  US
 DN7214  USGS QUAD   -  RESERVE (2019)
 DN7214
 DN7214                         *CURRENT SURVEY CONTROL
 DN7214  ______________________________________________________________________
 DN7214* NAD 83(2011) POSITION- 45 58 34.00641(N) 091 27 31.49494(W)   ADJUSTED
 DN7214* NAD 83(2011) ELLIP HT-   360.049 (meters)        (04/15/13)   ADJUSTED
 DN7214* NAD 83(2011) EPOCH   -  2010.00
 DN7214* NAVD 88 ORTHO HEIGHT -   389.10  (meters)     1276.6   (feet) GPS OBS
 DN7214  ______________________________________________________________________
 DN7214  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7214  GEOID HEIGHT    -        -29.048 (meters)                     GEOID12A
 DN7214  GEOID HEIGHT    -        -29.047 (meters)                     GEOID18
 DN7214  NAD 83(2011) X  -   -113,042.252 (meters)                     COMP
 DN7214  NAD 83(2011) Y  - -4,439,040.740 (meters)                     COMP
 DN7214  NAD 83(2011) Z  -  4,563,661.664 (meters)                     COMP
 DN7214  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC18
 DN7214
 DN7214  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7214  Standards:
 DN7214         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7214            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7214  -------------------------------------------------------------------
 DN7214  NETWORK    0.55   1.10           0.25   0.19   0.56      0.04549389
 DN7214  -------------------------------------------------------------------
 DN7214  Click here for local accuracies and other accuracy information.
 DN7214
 DN7214.The horizontal coordinates were established by GPS observations
 DN7214.and adjusted by the National Geodetic Survey in April 2013.
 DN7214
 DN7214.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7214.been affixed to the stable North American tectonic plate. See 
 DN7214.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7214
 DN7214.The horizontal coordinates are valid at the epoch date displayed above
 DN7214.which is a decimal equivalence of Year/Month/Day.
 DN7214
 DN7214.The orthometric height was determined by GPS observations and a
 DN7214.high-resolution geoid model using precise GPS observation and
 DN7214.processing techniques.
 DN7214
 DN7214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7214.GEOID18 height accuracy estimate available here.
 DN7214
 DN7214.Click photographs - Photos may exist for this station.
 DN7214
 DN7214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7214
 DN7214.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7214
 DN7214.The ellipsoidal height was determined by GPS observations
 DN7214.and is referenced to NAD 83.
 DN7214
 DN7214. The following values were computed from the NAD 83(2011) position.
 DN7214
 DN7214;                    North         East     Units Scale Factor Converg.
 DN7214;SPC WI N     -    91,002.942   486,963.809   MT  0.99995092   -1 03 08.3
 DN7214;SPC WI N     -   298,565.49  1,597,647.10   sFT  0.99995092   -1 03 08.3
 DN7214;UTM  15      - 5,092,548.292   619,393.538   MT  0.99977524   +1 06 30.1
 DN7214
 DN7214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7214!SPC WI N     -   0.99994356  x   0.99995092  =   0.99989448
 DN7214!UTM  15      -   0.99994356  x   0.99977524  =   0.99971881
 DN7214
 DN7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1939392548(NAD 83)
 DN7214
 DN7214                          SUPERSEDED SURVEY CONTROL
 DN7214
 DN7214  NAD 83(2007)-  45 58 34.00656(N)    091 27 31.49549(W) AD(2002.00) 1
 DN7214  ELLIP H (04/06/12)  360.067  (m)                       GP(2002.00) 1 1
 DN7214
 DN7214.Superseded values are not recommended for survey control.
 DN7214
 DN7214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7214.See file dsdata.pdf to determine how the superseded data were derived.
 DN7214
 DN7214_MARKER: DD = SURVEY DISK
 DN7214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7214_STAMPING: BASS LAKE W GPS 2006
 DN7214_MARK LOGO: WIDT
 DN7214_PROJECTION: FLUSH
 DN7214_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7214+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2010
 DN7214
 DN7214  HISTORY     - Date     Condition        Report By
 DN7214  HISTORY     - 2005     MONUMENTED       WIDT
 DN7214  HISTORY     - 20100922 GOOD             WIDT
 DN7214
 DN7214                          STATION DESCRIPTION
 DN7214
 DN7214'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7214'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DN7214'HIGHWAY 27 SOUTH IN THE CITY OF HAYWARD, GO SOUTH ON STATE HIGHWAY 27
 DN7214'FOR 2.7 MI (4.3 KM) TO FUN VALLEY ROAD LEFT.  TURN LEFT AND GO EAST ON
 DN7214'FUN VALLEY ROAD FOR 0.9 MI (1.4 KM) TO SKI HILL ROAD.  TURN LEFT AND
 DN7214'GO NORTH ON SKI HILL ROAD FOR 0.3 MI (0.5 KM) TO KADLEC ROAD.  TURN
 DN7214'RIGHT AND GO EAST ON KADLEC ROAD FOR 1.0 MI (1.6 KM) TO HIGHLAND ROAD
 DN7214'RIGHT.  TURN RIGHT AND GO SOUTH ON HIGHLAND ROAD FOR 0.47 MI (0.8 KM)
 DN7214'TO THE STATION ON THE LEFT.
 DN7214'
 DN7214'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7214'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7214'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7214'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7214'8.4 M (27.6 FT) EAST OF THE CENTERLINE OF HIGHLAND ROAD, 70 M (229.7
 DN7214'FT) NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE -9407N-, 65 M
 DN7214'(213.3 FT) SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DN7214'-9441N-, 33.1 M (108.6 FT) NORTHEAST OF POWER POLE -3-94/31- WITH ONE
 DN7214'GUY WIRE, 3.6 M (11.8 FT) SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE
 DN7214'ENTRANCE -9427N-, 2 M (6.6 FT) WEST OF A FIELD AND IS 1 M (3.3 FT)
 DN7214'FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7214'
 DN7214'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7214'15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE WEST QUADRANTS
 DN7214'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5449 ***********************************************************************
 DN5449  DESIGNATION -  BASS LK UNION
 DN5449  PID         -  DN5449
 DN5449  STATE/COUNTY-  WI/BURNETT
 DN5449  COUNTRY     -  US
 DN5449  USGS QUAD   -  YELLOW LAKE (2019)
 DN5449
 DN5449                         *CURRENT SURVEY CONTROL
 DN5449  ______________________________________________________________________
 DN5449* NAD 83(1986) POSITION- 45 57 09.0    (N) 092 25 48.1    (W)   HD_HELD2
 DN5449* NAVD 88 ORTHO HEIGHT -   290.672 (meters)      953.65  (feet) ADJUSTED
 DN5449  ______________________________________________________________________
 DN5449  GEOID HEIGHT    -        -26.466 (meters)                     GEOID18
 DN5449  DYNAMIC HEIGHT  -        290.698 (meters)      953.73  (feet) COMP
 DN5449  MODELED GRAVITY -    980,694.5   (mgal)                       NAVD 88
 DN5449
 DN5449  VERT ORDER      -  SECOND    CLASS I
 DN5449
 DN5449.The horizontal coordinates were established by autonomous hand held GPS
 DN5449.observations and have an estimated accuracy of +/- 10 meters.
 DN5449
 DN5449.The orthometric height was determined by differential leveling and
 DN5449.adjusted by the WI DEPT OF TRANSP
 DN5449.in May 2012.
 DN5449
 DN5449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5449.GEOID18 height accuracy estimate available here.
 DN5449
 DN5449.Click photographs - Photos may exist for this station.
 DN5449
 DN5449.The dynamic height is computed by dividing the NAVD 88
 DN5449.geopotential number by the normal gravity value computed on the
 DN5449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5449.degrees latitude (g = 980.6199 gals.).
 DN5449
 DN5449.The modeled gravity was interpolated from observed gravity values.
 DN5449
 DN5449;                    North         East    Units  Estimated Accuracy
 DN5449;SPC WI N     -    90,222.      411,639.      MT  (+/- 10 meters HH2 GPS)
 DN5449
 DN5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4417188927(NAD 83)
 DN5449
 DN5449                          SUPERSEDED SURVEY CONTROL
 DN5449
 DN5449.No superseded survey control is available for this station.
 DN5449
 DN5449_MARKER: DB = BENCH MARK DISK
 DN5449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5449_STAMPING: BASS LK UNION 2010
 DN5449_MARK LOGO: WI-013
 DN5449_PROJECTION: FLUSH
 DN5449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5449+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5449
 DN5449  HISTORY     - Date     Condition        Report By
 DN5449  HISTORY     - 2010     MONUMENTED       WI-013
 DN5449  HISTORY     - 20110214 GOOD             GEOSPC
 DN5449
 DN5449                          STATION DESCRIPTION
 DN5449
 DN5449'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5449'THE STATION IS LOCATED 4.7 MI (7.6 KM) SOUTHWEST OF DANBURY, WI.
 DN5449'
 DN5449'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY FF WITH
 DN5449'COUNTY HIGHWAY F, GO EAST ON WEST BASS LAKE ROAD FOR 0.3 MI (0.5 KM)
 DN5449'TO THE STATION ON THE LEFT.
 DN5449'
 DN5449'THE STATION IS LOCATED 28 FT (8.5 M) NORTH OF THE CENTER OF THE BASS
 DN5449'LAKE ACCESS DRIVE, 200 FT (61.0 M) EAST OF THE CENTER OF BASS LAKE
 DN5449'ROAD AND 3 FT (0.9 M) SOUTH, SOUTHEAST AND NORTHWEST OF THREE METAL
 DN5449'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5431 ***********************************************************************
 DN5431  DESIGNATION -  BASS MEENON
 DN5431  PID         -  DN5431
 DN5431  STATE/COUNTY-  WI/BURNETT
 DN5431  COUNTRY     -  US
 DN5431  USGS QUAD   -  SIREN EAST (2018)
 DN5431
 DN5431                         *CURRENT SURVEY CONTROL
 DN5431  ______________________________________________________________________
 DN5431* NAD 83(1986) POSITION- 45 51 46.8    (N) 092 18 20.8    (W)   HD_HELD2
 DN5431* NAVD 88 ORTHO HEIGHT -   294.551 (meters)      966.37  (feet) ADJUSTED
 DN5431  ______________________________________________________________________
 DN5431  GEOID HEIGHT    -        -26.826 (meters)                     GEOID18
 DN5431  DYNAMIC HEIGHT  -        294.571 (meters)      966.44  (feet) COMP
 DN5431  MODELED GRAVITY -    980,674.8   (mgal)                       NAVD 88
 DN5431
 DN5431  VERT ORDER      -  SECOND    CLASS I
 DN5431
 DN5431.The horizontal coordinates were established by autonomous hand held GPS
 DN5431.observations and have an estimated accuracy of +/- 10 meters.
 DN5431
 DN5431.The orthometric height was determined by differential leveling and
 DN5431.adjusted by the WI DEPT OF TRANSP
 DN5431.in May 2012.
 DN5431
 DN5431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5431.GEOID18 height accuracy estimate available here.
 DN5431
 DN5431.Click photographs - Photos may exist for this station.
 DN5431
 DN5431.The dynamic height is computed by dividing the NAVD 88
 DN5431.geopotential number by the normal gravity value computed on the
 DN5431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5431.degrees latitude (g = 980.6199 gals.).
 DN5431
 DN5431.The modeled gravity was interpolated from observed gravity values.
 DN5431
 DN5431;                    North         East    Units  Estimated Accuracy
 DN5431;SPC WI N     -    79,992.      420,979.      MT  (+/- 10 meters HH2 GPS)
 DN5431
 DN5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5388779060(NAD 83)
 DN5431
 DN5431                          SUPERSEDED SURVEY CONTROL
 DN5431
 DN5431.No superseded survey control is available for this station.
 DN5431
 DN5431_MARKER: DB = BENCH MARK DISK
 DN5431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5431_STAMPING: BASS MEENON 2010
 DN5431_MARK LOGO: WI-013
 DN5431_PROJECTION: FLUSH
 DN5431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5431+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5431
 DN5431  HISTORY     - Date     Condition        Report By
 DN5431  HISTORY     - 2010     MONUMENTED       WI-013
 DN5431  HISTORY     - 20110214 GOOD             GEOSPC
 DN5431
 DN5431                          STATION DESCRIPTION
 DN5431
 DN5431'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5431'THE STATION IS LOCATED 3.1 MI (5.0 KM) EAST-SOUTHEAST OF WEBSTER, WI.
 DN5431'
 DN5431'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5431'HIGHWAY X, GO SOUTH ON STATE HIGHWAY 35 FOR 1.0 MI (1.6 KM) TO NORTH
 DN5431'BASS LAKE ROAD.  TURN LEFT AND GO EAST ON NORTH BASS LAKE ROAD FOR 3.0
 DN5431'MI (4.8 KM) TO THE STATION ON THE RIGHT.
 DN5431'
 DN5431'THE STATION IS LOCATED 18 FT (5.5 M) SOUTHWEST OF THE EDGE OF PAVEMENT
 DN5431'OF BASS LAKE ROAD, 20 FT (6.1 M) NORTHWEST OF THE CENTER OF A PRIVATE
 DN5431'BOAT LAUNCH, 36 FT (11.0 M) NORTHWEST OF A METAL POST FOR A 'CURVE
 DN5431'ARROW' SIGN AND 3 FT (0.9 M) SOUTHEAST, SOUTHWEST AND NORTH OF THREE
 DN5431'METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0715 ***********************************************************************
 QM0715  DESIGNATION -  BASSWOOD
 QM0715  PID         -  QM0715
 QM0715  STATE/COUNTY-  WI/LANGLADE
 QM0715  COUNTRY     -  US
 QM0715  USGS QUAD   -  ENTERPRISE (2018)
 QM0715
 QM0715                         *CURRENT SURVEY CONTROL
 QM0715  ______________________________________________________________________
 QM0715* NAD 83(1991) POSITION- 45 22 36.67917(N) 089 17 30.02920(W)   ADJUSTED
 QM0715* NAVD 88 ORTHO HEIGHT -   535.    (meters)     1755.    (feet) SCALED
 QM0715  ______________________________________________________________________
 QM0715  GEOID HEIGHT    -        -33.445 (meters)                     GEOID18
 QM0715  LAPLACE CORR    -         -6.35  (seconds)                    DEFLEC18
 QM0715  HORZ ORDER      -  FIRST
 QM0715
 QM0715.The horizontal coordinates were established by classical geodetic methods
 QM0715.and adjusted by the National Geodetic Survey in November 1991.
 QM0715
 QM0715.The orthometric height was scaled from a topographic map.
 QM0715
 QM0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0715.GEOID18 height accuracy estimate available here.
 QM0715
 QM0715.Click photographs - Photos may exist for this station.
 QM0715
 QM0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0715
 QM0715. The following values were computed from the NAD 83(1991) position.
 QM0715
 QM0715;                    North         East     Units Scale Factor Converg.
 QM0715;SPC WI C     -   171,761.289   655,480.006   MT  0.99997887   +0 29 59.2
 QM0715;SPC WI C     -   563,520.16  2,150,520.65   sFT  0.99997887   +0 29 59.2
 QM0715;UTM  16      - 5,027,370.310   320,569.468   MT  0.99999586   -1 37 53.5
 QM0715
 QM0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0715!SPC WI C     -   0.99992137  x   0.99997887  =   0.99990024
 QM0715!UTM  16      -   0.99992137  x   0.99999586  =   0.99991723
 QM0715
 QM0715:                Primary Azimuth Mark                     Grid Az
 QM0715:SPC WI C     -  BASSWOOD AZ MK                           236 50 29.4
 QM0715:UTM  16      -  BASSWOOD AZ MK                           238 58 22.1
 QM0715
 QM0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2056927370(NAD 83)
 QM0715
 QM0715|---------------------------------------------------------------------|
 QM0715| PID    Reference Object                     Distance      Geod. Az  |
 QM0715|                                                           dddmmss.s |
 QM0715| QM0650 RAT LAKE LOOKOUT TOWER              APPROX.42.4 KM 0613114.0 |
 QM0715| CJ4228 BASSWOOD RM 1                        24.140 METERS 07120     |
 QM0715| QM0704 ANTIGO MUNICIPAL TANK               APPROX.27.9 KM 1562103.0 |
 QM0715| CJ4227 BASSWOOD AZ MK                                     2372028.6 |
 QM0715| QM0716 BASSWOOD HILL LOOKOUT 1934           20.818 METERS 26854     |
 QM0715| QM0717 MARK NEAR BASSWOOD                   18.861 METERS 26901     |
 QM0715| QM0718 SEARCHLIGHT LOOKOUT                 APPROX.15.2 KM 2800445.5 |
 QM0715| QM0714 BASSWOOD HILL LOT 1940               21.717 METERS 32353     |
 QM0715| CJ4229 BASSWOOD RM 2                        31.124 METERS 33231     |
 QM0715|---------------------------------------------------------------------|
 QM0715
 QM0715                          SUPERSEDED SURVEY CONTROL
 QM0715
 QM0715  NAD 83(1986)-  45 22 36.67975(N)    089 17 30.03067(W) AD(       ) 1
 QM0715  NAD 27      -  45 22 36.81600(N)    089 17 29.60500(W) AD(       ) 1
 QM0715
 QM0715.Superseded values are not recommended for survey control.
 QM0715
 QM0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0715.See file dsdata.pdf to determine how the superseded data were derived.
 QM0715
 QM0715_MARKER: DS = TRIANGULATION STATION DISK
 QM0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0715_STAMPING: BASSWOOD 1934
 QM0715_MARK LOGO: CGS
 QM0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0715+STABILITY: SURFACE MOTION
 QM0715
 QM0715  HISTORY     - Date     Condition        Report By
 QM0715  HISTORY     - 1934     MONUMENTED       CGS
 QM0715  HISTORY     - 1940     GOOD             CGS
 QM0715
 QM0715                          STATION DESCRIPTION
 QM0715
 QM0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0715'STATION IS ABOUT 17 MILES NORTH-NORTHWEST OF ANTIGO, AND 4-1/2
 QM0715'MILES WEST OF SUMMIT LAKE, IN NORTHEAST QUARTER OF SEC. 6, T.
 QM0715'33 N., R. 10 E., AT SITE OF BASSWOOD HILL STATE LOOKOUT TOWER.
 QM0715'LAND IS OWNED EITHER BY FRANK BORTH OF SUMMIT LAKE OR BY THE
 QM0715'KNIGHTS TEMPLAR ESTATE OF CHICAGO.  THE STATION MARK IS AT TOP
 QM0715'OF HILL IN WOODED SECTION, JUST SOUTH OF TELEPHONE LINE, 68.3
 QM0715'FEET EAST OF FIRE TOWER, 24-1/2 FEET EAST OF SOUTHEAST CORNER
 QM0715'OF SMALL CABIN, AND PROJECTS 2 INCHES.
 QM0715'
 QM0715'TO REACH FROM ANTIGO GO NORTH ON STATE HIGHWAY 26 FOR 19 MILES
 QM0715'TO SUMMIT LAKE, CONTINUE NORTH ON HIGHWAY 26 FOR 0.5 MILE
 QM0715'TO JUNCTION WITH COUNTY HIGHWAY T.  THENCE WEST ON HIGHWAY T
 QM0715'FOR 5.4 MILES TO BASE OF HILL AND TRAIL ON NORTH SIDE OF ROAD
 QM0715'LEADING TO BASSWOOD HILL LOOKOUT.  LOOKOUT AND STATION ARE ON
 QM0715'HILL ABOUT 200 YARDS NORTH OF ROAD.
 QM0715'
 QM0715'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 5 FEET
 QM0715'WEST OF TELEPHONE POLE, AND PROJECTS 6 INCHES.
 QM0715'
 QM0715'REFERENCE MARK NO. 2 IS NORTH OF STATION, IN WOODS, 9 FEET
 QM0715'WEST OF LARGE MAPLE TREE, AND PROJECTS 12 INCHES.  THE DISTANCE
 QM0715'BETWEEN THE REFERENCE MARKS IS 138.45 FEET.
 QM0715'
 QM0715'AZIMUTH MARK IS SOUTHWEST OF THE STATION ON COUNTY HIGHWAY T,
 QM0715'0.1 MILE WEST OF TRAIL LEADING TO STATION AND LOOKOUT TOWER,
 QM0715'18 FEET SOUTH OF CENTER LINE OF HIGHWAY T, 60 FEET SOUTHEAST OF
 QM0715'TELEPHONE POLE, AND PROJECTS 5 INCHES.
 QM0715'
 QM0715'A 77-FOOT SIGNAL AT MORSE, 64-FOOT SIGNAL AT LANGLADE, 90-FOOT
 QM0715'SIGNAL AT BRYANT, AND A 77-FOOT SIGNAL AT VILAS ALL COME
 QM0715'INTO VIEW AT 36 FEET.
 QM0715'
 QM0715'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0715'BRONZE DISKS.
 QM0715
 QM0715                          STATION RECOVERY (1940)
 QM0715
 QM0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0715'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 QM0715'DISTANCES TO REFERENCE MARKS DID NOT CHECK EXACTLY.  BECAUSE
 QM0715'OF CHANGES SINCE 1934, NEW DESCRIPTION FOLLOWS--
 QM0715'
 QM0715'STATION IS ABOUT 17 MILES NORTH-NORTHWEST OF ANTIGO AND 4-1/2
 QM0715'MILES WEST OF SUMMIT LAKE, IN THE NORTHEAST QUARTER OF SEC. 6,
 QM0715'T. 33 N., R. 10 E., AT SITE OF THE BASSWOOD HILL LOOKOUT TOWER.
 QM0715'STATION IS IN A SMALL PARK AREA 71.25 FEET SOUTHEAST OF CENTER
 QM0715'OF FIRE TOWER, 15 FEET WEST OF CENTER LINE OF ROAD LEADING AROUND
 QM0715'RANGERS CABIN, AND 24-1/2 FEET EAST OF SOUTHEAST CORNER OF
 QM0715'CABIN.
 QM0715'
 QM0715'TO REACH STATION FROM SUMMIT LAKE, GO NORTH ON U.S. HIGHWAY 45
 QM0715'TO INTERSECTION WITH COUNTY HIGHWAY T.  TURN LEFT OR WEST AND
 QM0715'FOLLOW HIGHWAY T FOR 6.2 MILES TO AZIMUTH MARK ON THE LEFT.
 QM0715'CONTINUE WEST ON HIGHWAY T FOR 0.9 MILE TO ROAD RIGHT AND SIGN
 QM0715'BASSWOOD HILL FIRE TOWER.  TURN RIGHT AND FOLLOW ROAD 0.7 MILE
 QM0715'TO STATION.
 QM0715'
 QM0715'A STANDARD U.S. GEOLOGICAL SURVEY DISK, SET IN THE TOP OF A
 QM0715'6- BY 6-INCH CONCRETE POST, PROJECTING 4 INCHES, WAS FOUND
 QM0715'WEST OF THE STATION.  THE RANGER CABIN REFERRED TO ABOVE IS
 QM0715'BETWEEN STATION BASSWOOD AND THE U.S. GEOLOGICAL SURVEY MARK,
 QM0715'AND THE MARK WAS LOCATED BY MEANS OF A TEMPORARY BASE.  THE
 QM0715'MARK WAS ALSO THE CENTER OF THE OLD FIRE TOWER, LOCATED IN
 QM0715'1934, WHICH HAS SINCE BEEN REMOVED.  THE DISK IS NOT STAMPED.
 QM0715'
 QM0715'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, ABOUT 10 FEET
 QM0715'EAST OF EAST EDGE OF CLEARING, 5 FEET WEST OF A TELEPHONE
 QM0715'POLE.  THE MARK PROJECTS 3 INCHES.  DISK IS STAMPED BASSWOOD
 QM0715'NO. 1 1934.
 QM0715'
 QM0715'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION, 33.5
 QM0715'FEET NORTH OF CENTER OF FIRE TOWER, 8 FEET SOUTH OF ROAD, IN THE
 QM0715'CLEARING.  THE MARK PROJECTS 12 INCHES.  DISK IS STAMPED BASSWOOD
 QM0715'NO. 2 1934.
 QM0715'
 QM0715'AZIMUTH MARK IS SOUTHWEST OF STATION, 19 FEET SOUTH OF THE
 QM0715'CENTER LINE OF COUNTY HIGHWAY T, 53 FEET SOUTHEAST OF A
 QM0715'TELEPHONE POLE STAMPED W C D - 120 - D - 4, 135 FEET SOUTHEAST
 QM0715'OF THE SOUTHEAST EDGE OF BASSWOOD LAKE.  A 35-FOOT TOWER WILL
 QM0715'BE NECESSARY TO SEE THE AZIMUTH MARK FROM STATION BASSWOOD.
 QM0715'
 QM0715'DISTANCES AND DIRECTIONS TAKEN IN 1940.
 QM0715'
 QM0715'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 QM0715'SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5374 ***********************************************************************
 DH5374  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5374  DESIGNATION -  BASSWOOD GPS
 DH5374  PID         -  DH5374
 DH5374  STATE/COUNTY-  WI/RICHLAND
 DH5374  COUNTRY     -  US
 DH5374  USGS QUAD   -  RICHLAND CENTER (2018)
 DH5374
 DH5374                         *CURRENT SURVEY CONTROL
 DH5374  ______________________________________________________________________
 DH5374* NAD 83(2011) POSITION- 43 15 41.07915(N) 090 24 44.76922(W)   ADJUSTED
 DH5374* NAD 83(2011) ELLIP HT-   297.171 (meters)        (06/27/12)   ADJUSTED
 DH5374* NAD 83(2011) EPOCH   -  2010.00
 DH5374* NAVD 88 ORTHO HEIGHT -   331.04  (meters)     1086.1   (feet) GPS OBS
 DH5374  ______________________________________________________________________
 DH5374  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5374  GEOID HEIGHT    -        -33.869 (meters)                     GEOID12A
 DH5374  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 DH5374  NAD 83(2011) X  -    -33,488.770 (meters)                     COMP
 DH5374  NAD 83(2011) Y  - -4,652,194.537 (meters)                     COMP
 DH5374  NAD 83(2011) Z  -  4,348,899.782 (meters)                     COMP
 DH5374  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC18
 DH5374
 DH5374  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5374  Standards:
 DH5374         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5374            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5374  -------------------------------------------------------------------
 DH5374  NETWORK    0.25   0.39           0.11   0.09   0.20      0.13009828
 DH5374  -------------------------------------------------------------------
 DH5374  Click here for local accuracies and other accuracy information.
 DH5374
 DH5374.The horizontal coordinates were established by GPS observations
 DH5374.and adjusted by the National Geodetic Survey in June 2012.
 DH5374
 DH5374.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5374.been affixed to the stable North American tectonic plate. See 
 DH5374.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5374
 DH5374.The horizontal coordinates are valid at the epoch date displayed above
 DH5374.which is a decimal equivalence of Year/Month/Day.
 DH5374
 DH5374.The orthometric height was determined by GPS observations and a
 DH5374.high-resolution geoid model using precise GPS observation and
 DH5374.processing techniques.
 DH5374
 DH5374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5374.GEOID18 height accuracy estimate available here.
 DH5374
 DH5374.Click photographs - Photos may exist for this station.
 DH5374
 DH5374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5374
 DH5374.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5374
 DH5374.The ellipsoidal height was determined by GPS observations
 DH5374.and is referenced to NAD 83.
 DH5374
 DH5374. The following values were computed from the NAD 83(2011) position.
 DH5374
 DH5374;                    North         East     Units Scale Factor Converg.
 DH5374;SPC WI S     -   140,213.235   566,514.795   MT  0.99993551   -0 17 00.2
 DH5374;SPC WI S     -   460,016.26  1,858,640.62   sFT  0.99993551   -0 17 00.2
 DH5374;UTM  15      - 4,793,095.889   710,016.221   MT  1.00014260   +1 46 26.3
 DH5374
 DH5374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5374!SPC WI S     -   0.99995340  x   0.99993551  =   0.99988891
 DH5374!UTM  15      -   0.99995340  x   1.00014260  =   1.00009599
 DH5374
 DH5374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1001693095(NAD 83)
 DH5374
 DH5374                          SUPERSEDED SURVEY CONTROL
 DH5374
 DH5374  NAD 83(2007)-  43 15 41.07921(N)    090 24 44.77007(W) AD(2002.00) 0
 DH5374  ELLIP H (02/10/07)  297.202  (m)                       GP(2002.00)    
 DH5374  NAD 83(1997)-  43 15 41.07907(N)    090 24 44.77052(W) AD(       ) 1
 DH5374  ELLIP H (08/01/05)  297.209  (m)                       GP(       ) 2 1
 DH5374  NAVD 88 (07/26/07)  331.03   (m)  GEOID03  model used  GPS OBS        
 DH5374
 DH5374.Superseded values are not recommended for survey control.
 DH5374
 DH5374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5374.See file dsdata.pdf to determine how the superseded data were derived.
 DH5374
 DH5374_MARKER: DD = SURVEY DISK
 DH5374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5374_STAMPING: BASSWOOD GPS 2004
 DH5374_MARK LOGO: WIDT
 DH5374_PROJECTION: FLUSH
 DH5374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5374+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DH5374
 DH5374  HISTORY     - Date     Condition        Report By
 DH5374  HISTORY     - 2003     MONUMENTED       WIDT
 DH5374  HISTORY     - 20100713 GOOD             WIDT
 DH5374
 DH5374                          STATION DESCRIPTION
 DH5374
 DH5374'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5374'OWNERSHIP--TOWNSHIP OF ORION.  TO REACH THE STATION FROM THE  JUNCTION
 DH5374'OF STATE HIGHWAY 80 WITH COUNTY HIGHWAY O ABOUT 2 MI NORTH OF THE
 DH5374'VILLAGE OF  MUSCODA, GO NORTHEAST ON COUNTY HIGHWAY O FOR 2.9 MI TO
 DH5374'OAKBRIDGE DRIVE, TURN LEFT  AND GO NORTH ON OAKBRIDGE DRIVE FOR 0.9 MI
 DH5374'TO THE STATION ON THE LEFT.  THE STATION IS A  BRONZE WISCONSIN
 DH5374'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5374'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5374'ROAD PAVEMENT.  THE STATION IS 6.4 M WEST OF THE CENTERLINE OF
 DH5374'OAKBRIDGE  DRIVE, 66 M NORTH OF THE EXTENDED CENTERLINE OF A FIELD
 DH5374'ENTRANCE, 3 M EAST OF A  CULTIVATED FIELD, 1.0 M NORTH OF AN ORANGE
 DH5374'4X4  PLASTIC WITNESS POST AND 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC
 DH5374'WITNESS POST.  ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5374'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5374
 DH5374                          STATION RECOVERY (2010)
 DH5374
 DH5374'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0716 ***********************************************************************
 QM0716  DESIGNATION -  BASSWOOD HILL LOOKOUT 1934
 QM0716  PID         -  QM0716
 QM0716  STATE/COUNTY-  WI/LANGLADE
 QM0716  COUNTRY     -  US
 QM0716  USGS QUAD   -  ENTERPRISE (2018)
 QM0716
 QM0716                         *CURRENT SURVEY CONTROL
 QM0716  ______________________________________________________________________
 QM0716* NAD 83(1991) POSITION- 45 22 36.66622(N) 089 17 30.98583(W)   ADJUSTED
 QM0716  ______________________________________________________________________
 QM0716  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 QM0716  LAPLACE CORR    -         -6.34  (seconds)                    DEFLEC18
 QM0716  HORZ ORDER      -  THIRD
 QM0716
 QM0716.The horizontal coordinates were established by classical geodetic methods
 QM0716.and adjusted by the National Geodetic Survey in November 1991.
 QM0716
 QM0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0716.GEOID18 height accuracy estimate available here.
 QM0716
 QM0716.Click photographs - Photos may exist for this station.
 QM0716
 QM0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0716
 QM0716. The following values were computed from the NAD 83(1991) position.
 QM0716
 QM0716;                    North         East     Units Scale Factor Converg.
 QM0716;SPC WI C     -   171,760.708   655,459.196   MT  0.99997887   +0 29 58.5
 QM0716;SPC WI C     -   563,518.26  2,150,452.38   sFT  0.99997887   +0 29 58.5
 QM0716;UTM  16      - 5,027,370.503   320,548.651   MT  0.99999595   -1 37 54.1
 QM0716
 QM0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2054827370(NAD 83)
 QM0716
 QM0716                          SUPERSEDED SURVEY CONTROL
 QM0716
 QM0716  NAD 83(1986)-  45 22 36.66680(N)    089 17 30.98730(W) AD(       ) 3
 QM0716  NAD 27      -  45 22 36.80300(N)    089 17 30.56200(W) AD(       ) 3
 QM0716
 QM0716.Superseded values are not recommended for survey control.
 QM0716
 QM0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0716.See file dsdata.pdf to determine how the superseded data were derived.
 QM0716
 QM0716_MARKER: 57 = LOOKOUT TOWER
 QM0716
 QM0716  HISTORY     - Date     Condition        Report By
 QM0716  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0716
 QM0716                          STATION DESCRIPTION
 QM0716
 QM0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0716'STATION BASSWOOD IS ABOUT 17 MILES NORTH-NORTHWEST OF ANTIGO, AND
 QM0716'4-1/2 MILES WEST OF SUMMIT LAKE, IN NORTHEAST QUARTER OF SEC. 6, T.
 QM0716'33 N., R. 10 E., AT SITE OF BASSWOOD HILL STATE LOOKOUT TOWER.
 QM0716'
 QM0716'TO REACH FROM ANTIGO GO NORTH ON STATE HIGHWAY 26 FOR 19 MILES
 QM0716'TO SUMMIT LAKE, CONTINUE NORTH ON HIGHWAY 26 FOR 0.5 MILE
 QM0716'TO JUNCTION WITH COUNTY HIGHWAY T.  THENCE WEST ON HIGHWAY T
 QM0716'FOR 5.4 MILES TO BASE OF HILL AND TRAIL ON NORTH SIDE OF ROAD
 QM0716'LEADING TO BASSWOOD HILL LOOKOUT.  LOOKOUT AND STATION ARE ON
 QM0716'HILL ABOUT 200 YARDS NORTH OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0714 ***********************************************************************
 QM0714  DESIGNATION -  BASSWOOD HILL LOT 1940
 QM0714  PID         -  QM0714
 QM0714  STATE/COUNTY-  WI/LANGLADE
 QM0714  COUNTRY     -  US
 QM0714  USGS QUAD   -  ENTERPRISE (2018)
 QM0714
 QM0714                         *CURRENT SURVEY CONTROL
 QM0714  ______________________________________________________________________
 QM0714* NAD 83(1991) POSITION- 45 22 37.24744(N) 089 17 30.61752(W)   ADJUSTED
 QM0714* NAVD 88 ORTHO HEIGHT -   535.    (meters)     1755.    (feet) SCALED
 QM0714  ______________________________________________________________________
 QM0714  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 QM0714  LAPLACE CORR    -         -6.35  (seconds)                    DEFLEC18
 QM0714  HORZ ORDER      -  THIRD
 QM0714
 QM0714.The horizontal coordinates were established by classical geodetic methods
 QM0714.and adjusted by the National Geodetic Survey in November 1991.
 QM0714
 QM0714.The orthometric height was scaled from a topographic map.
 QM0714
 QM0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0714.GEOID18 height accuracy estimate available here.
 QM0714
 QM0714.Click photographs - Photos may exist for this station.
 QM0714
 QM0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0714
 QM0714. The following values were computed from the NAD 83(1991) position.
 QM0714
 QM0714;                    North         East     Units Scale Factor Converg.
 QM0714;SPC WI C     -   171,778.720   655,467.053   MT  0.99997890   +0 29 58.8
 QM0714;SPC WI C     -   563,577.35  2,150,478.16   sFT  0.99997890   +0 29 58.8
 QM0714;UTM  16      - 5,027,388.210   320,557.172   MT  0.99999591   -1 37 53.9
 QM0714
 QM0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0714!SPC WI C     -   0.99992137  x   0.99997890  =   0.99990027
 QM0714!UTM  16      -   0.99992137  x   0.99999591  =   0.99991728
 QM0714
 QM0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2055727388(NAD 83)
 QM0714
 QM0714                          SUPERSEDED SURVEY CONTROL
 QM0714
 QM0714  NAD 83(1986)-  45 22 37.24802(N)    089 17 30.61899(W) AD(       ) 3
 QM0714  NAD 27      -  45 22 37.38400(N)    089 17 30.19300(W) AD(       ) 3
 QM0714
 QM0714.Superseded values are not recommended for survey control.
 QM0714
 QM0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0714.See file dsdata.pdf to determine how the superseded data were derived.
 QM0714
 QM0714_MARKER: 57 = LOOKOUT TOWER
 QM0714
 QM0714  HISTORY     - Date     Condition        Report By
 QM0714  HISTORY     - 1940     FIRST OBSERVED   USFS
 QM0714
 QM0714                          STATION DESCRIPTION
 QM0714
 QM0714'DESCRIBED BY US FOREST SERVICE 1940 (KBJ)
 QM0714'STATION IS LOCATED ABOUT 17 MILES NORTH-NORTHWEST OF ANTIGO,
 QM0714'AND 4-1/2 MILES WEST OF SUMMIT LAKE, IN NORTHEAST QUARTER OF
 QM0714'SEC. 6, T. 33 N., R. 10 E., ON A LOW WOODED HILL.  STATION IS
 QM0714'A STANDARD 100-FOOT U.S. FOREST SERVICE LOOKOUT TOWER MADE OF
 QM0714'STRUCTURAL STEEL WITH AN ENCLOSED OBSERVATION PLATFORM AT ITS
 QM0714'TOP.  IT IS 21.717 METERS NORTHWEST OF TRIANGULATION STATION
 QM0714'BASSWOOD 1934, AND 62.5 FEET NORTH-NORTHEAST OF A U.S.
 QM0714'GEOLOGICAL SURVEY BENCH MARK.  THE LOOKOUT TOWER HAS BEEN MOVED
 QM0714'FROM THE SITE IT OCCUPIED IN 1934.
 QM0714'
 QM0714'TO REACH FROM SUMMIT LAKE, GO NORTH ON U.S. HIGHWAY 45 FOR
 QM0714'0.5 MILE THEN GO WEST ON COUNTY ROAD T FOR 7.1 MILES TO ROAD
 QM0714'TO RIGHT AND SMALL SIGN BASSWOOD HILL LOOKOUT TOWER.  TURN
 QM0714'RIGHT ON LOOKOUT TOWER ROAD FOR 0.7 MILE TO STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0047 ***********************************************************************
 PN0047  DESIGNATION -  BAT
 PN0047  PID         -  PN0047
 PN0047  STATE/COUNTY-  WI/OUTAGAMIE
 PN0047  COUNTRY     -  US
 PN0047  USGS QUAD   -  ONEIDA NORTH (2018)
 PN0047
 PN0047                         *CURRENT SURVEY CONTROL
 PN0047  ______________________________________________________________________
 PN0047* NAD 83(1991) POSITION- 44 30 08.47356(N) 088 13 21.68295(W)   ADJUSTED
 PN0047* NAVD 88 ORTHO HEIGHT -   230.461 (meters)      756.10  (feet) ADJUSTED
 PN0047  ______________________________________________________________________
 PN0047  GEOID HEIGHT    -        -36.237 (meters)                     GEOID18
 PN0047  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 PN0047  DYNAMIC HEIGHT  -        230.431 (meters)      756.01  (feet) COMP
 PN0047  MODELED GRAVITY -    980,479.9   (mgal)                       NAVD 88
 PN0047
 PN0047  HORZ ORDER      -  FIRST
 PN0047  VERT ORDER      -  FIRST     CLASS II
 PN0047
 PN0047.The horizontal coordinates were established by classical geodetic methods
 PN0047.and adjusted by the National Geodetic Survey in November 1991.
 PN0047
 PN0047.The orthometric height was determined by differential leveling and
 PN0047.adjusted by the NATIONAL GEODETIC SURVEY
 PN0047.in June 1991.
 PN0047
 PN0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0047.GEOID18 height accuracy estimate available here.
 PN0047
 PN0047.Click photographs - Photos may exist for this station.
 PN0047
 PN0047.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0047
 PN0047.The dynamic height is computed by dividing the NAVD 88
 PN0047.geopotential number by the normal gravity value computed on the
 PN0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0047.degrees latitude (g = 980.6199 gals.).
 PN0047
 PN0047.The modeled gravity was interpolated from observed gravity values.
 PN0047
 PN0047. The following values were computed from the NAD 83(1991) position.
 PN0047
 PN0047;                    North         East     Units Scale Factor Converg.
 PN0047;SPC WI C     -    75,886.861   741,326.348   MT  0.99996187   +1 15 14.5
 PN0047;SPC WI C     -   248,972.14  2,432,168.19   sFT  0.99996187   +1 15 14.5
 PN0047;UTM  16      - 4,928,397.625   402,802.689   MT  0.99971618   -0 51 25.6
 PN0047
 PN0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0047!SPC WI C     -   0.99996955  x   0.99996187  =   0.99993142
 PN0047!UTM  16      -   0.99996955  x   0.99971618  =   0.99968574
 PN0047
 PN0047:                Primary Azimuth Mark                     Grid Az
 PN0047:SPC WI C     -  ONEIDA                                   088 35 06.3
 PN0047:UTM  16      -  ONEIDA                                   090 41 46.4
 PN0047
 PN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0280228397(NAD 83)
 PN0047
 PN0047|---------------------------------------------------------------------|
 PN0047| PID    Reference Object                     Distance      Geod. Az  |
 PN0047|                                                           dddmmss.s |
 PN0047| PN0881 ONEIDA                              APPROX. 2.5 KM 0895020.8 |
 PN0047| CJ4230 BAT RM 1                             28.140 METERS 17312     |
 PN0047| CJ4231 BAT RM 2                             29.110 METERS 24429     |
 PN0047|---------------------------------------------------------------------|
 PN0047
 PN0047                          SUPERSEDED SURVEY CONTROL
 PN0047
 PN0047  NAD 83(1986)-  44 30 08.46370(N)    088 13 21.66928(W) AD(       ) 1
 PN0047  NAD 27      -  44 30 08.49900(N)    088 13 21.29800(W) AD(       ) 1
 PN0047  NGVD 29 (??/??/92)  230.493  (m)          756.21   (f) ADJ UNCH    1 2
 PN0047  NGVD 29             230.49   (m)          756.2    (f) LEVELING    3  
 PN0047
 PN0047.Superseded values are not recommended for survey control.
 PN0047
 PN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0047.See file dsdata.pdf to determine how the superseded data were derived.
 PN0047
 PN0047_MARKER: DE = TRAVERSE STATION DISK
 PN0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0047_STAMPING: BAT 1926
 PN0047_MARK LOGO: CGS
 PN0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0047+STABILITY: SURFACE MOTION
 PN0047
 PN0047  HISTORY     - Date     Condition        Report By
 PN0047  HISTORY     - 1926     MONUMENTED       CGS
 PN0047  HISTORY     - 1930     GOOD             CGS
 PN0047  HISTORY     - 1930     GOOD             CGS
 PN0047  HISTORY     - 1934     GOOD             CGS
 PN0047  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0047
 PN0047                          STATION DESCRIPTION
 PN0047
 PN0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0047'STATION IS LOCATED ABOUT 1.4 MILES W OF THE TOWN OF ONEIDA,
 PN0047'WISCONSIN, ALONG THE TRACKS OF THE GREEN BAY AND WESTERN RAILWAY.
 PN0047'IT IS ABOUT 290 METERS W OF A LONE, LARGE OAK TREE JUST INSIDE
 PN0047'THE RIGHT-OF-WAY OF THE RAILROAD ON THE S SIDE.  IT IS 3.29 METERS
 PN0047'(10.86 FEET) N OF THE S PROPERTY FENCE OF THE RAILROAD, AND
 PN0047'10.515 METERS (34.50 FEET) S OF THE S RAIL.
 PN0047'
 PN0047'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET
 PN0047'IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0047'
 PN0047'REFERENCE MARK NO. 1 IS ON THE S SIDE OF STATE TRUNK HIGHWAY 54,
 PN0047'ALONGSIDE THE S PROPERTY FENCE.  REFERENCE MARK NO. 2 IS 9.11 METERS
 PN0047'(29.90 FEET) N OF THE CENTER LINE OF HIGHWAY 54.
 PN0047
 PN0047                          STATION RECOVERY (1930)
 PN0047
 PN0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0047'STATION FOUND AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION FOUND
 PN0047'TO BE IN GOOD CONDITION.
 PN0047
 PN0047                          STATION RECOVERY (1930)
 PN0047
 PN0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0047'0.8 MI W FROM ONEIDA.
 PN0047'ON THE GREEN BAY AND WESTERN RAILROAD, 3/4 MILE WEST OF THE
 PN0047'STATION AT ONEIDA, 950 FEET WEST OF A LONE, LARGE OAK TREE JUST
 PN0047'INSIDE THE RIGHT OF WAY OF THE RAILROAD ON THE SOUTH SIDE, 10.9
 PN0047'FEET NORTH OF THE SOUTH PROPERTY LINE FENCE OF THE RAILROAD,
 PN0047'34.5 FEET SOUTH OF THE SOUTH AND NEAREST RAIL, STANDARD TRAVERSE
 PN0047'STATION.
 PN0047
 PN0047                          STATION RECOVERY (1934)
 PN0047
 PN0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0047'RECOVERED IN GOOD CONDITION.
 PN0047
 PN0047                          STATION RECOVERY (1985)
 PN0047
 PN0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0047'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0673 ***********************************************************************
 OM0673  DESIGNATION -  BATAVIA
 OM0673  PID         -  OM0673
 OM0673  STATE/COUNTY-  WI/SHEBOYGAN
 OM0673  COUNTRY     -  US
 OM0673  USGS QUAD   -  BATAVIA (2018)
 OM0673
 OM0673                         *CURRENT SURVEY CONTROL
 OM0673  ______________________________________________________________________
 OM0673* NAD 83(1991) POSITION- 43 36 15.44613(N) 088 02 59.04253(W)   ADJUSTED
 OM0673* NAVD 88 ORTHO HEIGHT -   305.    (meters)     1001.    (feet) SCALED
 OM0673  ______________________________________________________________________
 OM0673  GEOID HEIGHT    -        -35.332 (meters)                     GEOID18
 OM0673  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 OM0673  HORZ ORDER      -  SECOND
 OM0673
 OM0673.The horizontal coordinates were established by classical geodetic methods
 OM0673.and adjusted by the National Geodetic Survey in November 1991.
 OM0673
 OM0673.The orthometric height was scaled from a topographic map.
 OM0673
 OM0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0673.GEOID18 height accuracy estimate available here.
 OM0673
 OM0673.Click photographs - Photos may exist for this station.
 OM0673
 OM0673.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0673
 OM0673. The following values were computed from the NAD 83(1991) position.
 OM0673
 OM0673;                    North         East     Units Scale Factor Converg.
 OM0673;SPC WI S     -   180,063.390   757,435.293   MT  0.99993881   +1 20 24.1
 OM0673;SPC WI S     -   590,757.97  2,485,018.96   sFT  0.99993881   +1 20 24.1
 OM0673;UTM  16      - 4,828,459.071   415,280.931   MT  0.99968828   -0 43 26.5
 OM0673
 OM0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0673!SPC WI S     -   0.99995772  x   0.99993881  =   0.99989653
 OM0673!UTM  16      -   0.99995772  x   0.99968828  =   0.99964601
 OM0673
 OM0673:                Primary Azimuth Mark                     Grid Az
 OM0673:SPC WI S     -  BATAVIA AZ MK                            187 57 43.8
 OM0673:UTM  16      -  BATAVIA AZ MK                            190 01 34.4
 OM0673
 OM0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1528028459(NAD 83)
 OM0673
 OM0673|---------------------------------------------------------------------|
 OM0673| PID    Reference Object                     Distance      Geod. Az  |
 OM0673|                                                           dddmmss.s |
 OM0673| CI8984 BATAVIA RM 1                         24.376 METERS 08849     |
 OM0673| OL0479 ST JOHNS EV LUTHERAN CHURCH         APPROX. 7.0 KM 1061158.0 |
 OM0673| OL0477 RANDOM LAKE MUNICIPAL TANK          APPROX. 9.1 KM 1271638.5 |
 OM0673| OL0478 RANDOM LAKE ST MARYS CATH CH        APPROX. 9.2 KM 1285101.8 |
 OM0673| CI8983 BATAVIA AZ MK                                      1891807.9 |
 OM0673| OM0672 BOLTONVILLE ST JOHNS CATH CH        APPROX.11.3 KM 2053815.4 |
 OM0673| OM0677 ST MICHAELS CATHOLIC CH SPIRE       APPROX.13.6 KM 2212839.0 |
 OM0673| OM0674 BEECHWOOD MICH PLINE CO MAST        APPROX. 6.5 KM 2662022.0 |
 OM0673| CI8985 BATAVIA RM 2                         25.561 METERS 26642     |
 OM0673|---------------------------------------------------------------------|
 OM0673
 OM0673                          SUPERSEDED SURVEY CONTROL
 OM0673
 OM0673  NAD 83(1986)-  43 36 15.43504(N)    088 02 59.04682(W) AD(       ) 2
 OM0673  NAD 27      -  43 36 15.44900(N)    088 02 58.70500(W) AD(       ) 2
 OM0673
 OM0673.Superseded values are not recommended for survey control.
 OM0673
 OM0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0673.See file dsdata.pdf to determine how the superseded data were derived.
 OM0673
 OM0673_MARKER: DS = TRIANGULATION STATION DISK
 OM0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0673_STAMPING: BATAVIA 1953
 OM0673_MARK LOGO: CGS
 OM0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0673+STABILITY: SURFACE MOTION
 OM0673
 OM0673  HISTORY     - Date     Condition        Report By
 OM0673  HISTORY     - 1953     MONUMENTED       CGS
 OM0673  HISTORY     - 1974     MARK NOT FOUND   USGS
 OM0673  HISTORY     - 1975     MARK NOT FOUND   NGS
 OM0673
 OM0673                          STATION DESCRIPTION
 OM0673
 OM0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0673'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF RANDOM LAKE, 1 MILE
 OM0673'NORTH OF BATAVIA AND ON THE PROPERTY OF MR. WM. ILLIAN.  IT IS 134
 OM0673'FEET EAST OF THE CENTER OF HIGHWAY 28, 4 FEET SOUTHEAST OF A WHITE
 OM0673'WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 OM0673'ABOUT 4 INCHES AND THE DISK IS STAMPED BATAVIA 1953.
 OM0673'
 OM0673'REFERENCE MARK NO. 1 IS 84 FEET WEST OF A WHITE WITNESS POST AND 1
 OM0673'FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 OM0673'DISK IS STAMPED BATAVIA NO 1 1953.
 OM0673'
 OM0673'REFERENCE MARK NO. 2 IS 6 FEET SOUTH OF A FENCE LINE AND 3 FEET EAST
 OM0673'OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 OM0673'STAMPED BATAVIA NO 2 1953.
 OM0673'
 OM0673'AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF HIGHWAY 28, 9 FEET
 OM0673'SOUTHEAST OF A POWER LINE POLE AND 2 FEET NORTH OF A WHITE WITNESS
 OM0673'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 OM0673'BATAVIA 1953.
 OM0673'
 OM0673'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 144 AND 28
 OM0673'ABOUT 6 MILES WEST OF RANDOM LAKE, GO NORTH ON HIGHWAY 28 FOR 3.25
 OM0673'MILES TO A CROSSROAD, COUNTY HIGHWAY A, CONTINUE ON HIGHWAY 28 FOR
 OM0673'0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 OM0673'AHEAD, NORTH, ON HIGHWAY 28 FOR 0.2 MILE TO THE STATION MARK ON THE
 OM0673'RIGHT AS DESCRIBED.
 OM0673'
 OM0673'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0673
 OM0673                          STATION RECOVERY (1974)
 OM0673
 OM0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OM0673'REFERENCE MARK NO. 1 AND 2 WERE NOT FOUND AND IT IS DOUBTFUL THAT THEY
 OM0673'ARE THERE ANY LONGER AS THEY ARE BOTH AT THE EDGE OF AND IN A
 OM0673'CULTIVATED FIELD.
 OM0673'
 OM0673'THE TRIANGULATION STATION WAS NOT FOUND EITHER AND THE SAME CONDITIONS
 OM0673'EXIST FOR IT.  THE UNDERGROUND MARK (IF THERE IS ONE) WAS NOT DUG FOR.
 OM0673'IT IS SUSPECTED THAT ALL THREE MARKS ARE DESTROYED.
 OM0673'
 OM0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 OM0673'BATAVIA
 OM0673
 OM0673                          STATION RECOVERY (1975)
 OM0673
 OM0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OM0673'THE STATION MARK, REFERENCE MARKS NO. 1, 2 WERE NOT FOUND AND THEY
 OM0673'SHOULD BE CONSIDERED DESTROYED.  THE AZIMUTH MARK WAS FOUND IN GOOD
 OM0673'CONDITION AND AS DESCRIBED.  A GOOD 3 HOURS WAS SPENT SEARCHING FOR
 OM0673'THE MARKS.  THE MARKS WOULD FALL IN A CULTIVATED FIELD.
 OM0673'
 OM0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 OM0673'BATAVIA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6006 ***********************************************************************
 DF6006  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6006  DESIGNATION -  BATAVIA GPS
 DF6006  PID         -  DF6006
 DF6006  STATE/COUNTY-  WI/SHEBOYGAN
 DF6006  COUNTRY     -  US
 DF6006  USGS QUAD   -  BATAVIA (2018)
 DF6006
 DF6006                         *CURRENT SURVEY CONTROL
 DF6006  ______________________________________________________________________
 DF6006* NAD 83(2011) POSITION- 43 37 03.36310(N) 088 03 00.88506(W)   ADJUSTED
 DF6006* NAD 83(2011) ELLIP HT-   231.269 (meters)        (06/27/12)   ADJUSTED
 DF6006* NAD 83(2011) EPOCH   -  2010.00
 DF6006* NAVD 88 ORTHO HEIGHT -   266.62  (meters)      874.7   (feet) GPS OBS
 DF6006  ______________________________________________________________________
 DF6006  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6006  GEOID HEIGHT    -        -35.354 (meters)                     GEOID12A
 DF6006  GEOID HEIGHT    -        -35.352 (meters)                     GEOID18
 DF6006  NAD 83(2011) X  -    157,358.570 (meters)                     COMP
 DF6006  NAD 83(2011) Y  - -4,622,378.396 (meters)                     COMP
 DF6006  NAD 83(2011) Z  -  4,377,589.724 (meters)                     COMP
 DF6006  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 DF6006
 DF6006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6006  Standards:
 DF6006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6006  -------------------------------------------------------------------
 DF6006  NETWORK    0.40   0.37           0.18   0.14   0.19     -0.04593407
 DF6006  -------------------------------------------------------------------
 DF6006  Click here for local accuracies and other accuracy information.
 DF6006
 DF6006.The horizontal coordinates were established by GPS observations
 DF6006.and adjusted by the National Geodetic Survey in June 2012.
 DF6006
 DF6006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6006.been affixed to the stable North American tectonic plate. See 
 DF6006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6006
 DF6006.The horizontal coordinates are valid at the epoch date displayed above
 DF6006.which is a decimal equivalence of Year/Month/Day.
 DF6006
 DF6006.The orthometric height was determined by GPS observations and a
 DF6006.high-resolution geoid model using precise GPS observation and
 DF6006.processing techniques.
 DF6006
 DF6006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6006.GEOID18 height accuracy estimate available here.
 DF6006
 DF6006.Click photographs - Photos may exist for this station.
 DF6006
 DF6006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6006
 DF6006.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6006
 DF6006.The ellipsoidal height was determined by GPS observations
 DF6006.and is referenced to NAD 83.
 DF6006
 DF6006. The following values were computed from the NAD 83(2011) position.
 DF6006
 DF6006;                    North         East     Units Scale Factor Converg.
 DF6006;SPC WI S     -   181,540.763   757,359.412   MT  0.99993966   +1 20 22.9
 DF6006;SPC WI S     -   595,604.99  2,484,770.00   sFT  0.99993966   +1 20 22.9
 DF6006;UTM  16      - 4,829,937.846   415,258.317   MT  0.99968833   -0 43 28.4
 DF6006
 DF6006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6006!SPC WI S     -   0.99996374  x   0.99993966  =   0.99990340
 DF6006!UTM  16      -   0.99996374  x   0.99968833  =   0.99965208
 DF6006
 DF6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1525829937(NAD 83)
 DF6006
 DF6006                          SUPERSEDED SURVEY CONTROL
 DF6006
 DF6006  NAD 83(2007)-  43 37 03.36311(N)    088 03 00.88586(W) AD(2002.00) 0
 DF6006  ELLIP H (02/10/07)  231.306  (m)                       GP(2002.00)    
 DF6006  NAD 83(1997)-  43 37 03.36306(N)    088 03 00.88590(W) AD(       ) 1
 DF6006  ELLIP H (06/11/03)  231.318  (m)                       GP(       ) 3 1
 DF6006  NAVD 88 (07/26/07)  266.60   (m)  GEOID03  model used  GPS OBS        
 DF6006  NAVD 88 (06/11/03)  266.62   (m)  GEOID99  model used  GPS OBS        
 DF6006
 DF6006.Superseded values are not recommended for survey control.
 DF6006
 DF6006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6006.See file dsdata.pdf to determine how the superseded data were derived.
 DF6006
 DF6006_MARKER: DD = SURVEY DISK
 DF6006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6006_STAMPING: BATAVIA GPS 2001
 DF6006_MARK LOGO: WIDT
 DF6006_PROJECTION: FLUSH
 DF6006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6006+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 DF6006
 DF6006  HISTORY     - Date     Condition        Report By
 DF6006  HISTORY     - 20000925 MONUMENTED       WIDT
 DF6006  HISTORY     - 20031204 GOOD             USPSQD
 DF6006  HISTORY     - 20060503 GOOD             WIDT
 DF6006
 DF6006                          STATION DESCRIPTION
 DF6006
 DF6006'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6006'THIS THE STATION IS LOCATED ABOUT 37 KM SOUTHEAST OF FOND DU LAC, 32
 DF6006'KM SOUTHWEST OF SHEBOYGAN, AND 10 KM NORTHWEST OF RANDOM LAKE.
 DF6006'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.
 DF6006'
 DF6006'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 WITH STATE
 DF6006'HIGHWAY 144 EAST AND COUNTY HIGHWAY D (WEST) ABOUT 17 KM NORTHEAST OF
 DF6006'THE CITY OF WEST BEND, GO NORTHEAST ON STATE HIGHWAY 28 FOR 7.0 KM TO
 DF6006'COUNTY HIGHWAY SS (WEST) ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY
 DF6006'28 FOR 0.2 KM TO THE STATION ON THE LEFT (WEST).
 DF6006'
 DF6006'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6006'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6006'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL TO THE
 DF6006'HIGHWAY PAVEMENT, 12.5 M WEST OF THE CENTERLINE OF STATE HIGHWAY 28,
 DF6006'30.6 M SOUTHWEST OF A TELEPHONE POLE 83-02514 55-4, 21.6 M WEST OF THE
 DF6006'TOP CENTER OF THE NORTH END OF A 41-CM DIAMETER CORRUGATED METAL
 DF6006'CULVERT PIPE, 3 M NORTH OF EXTENDED CENTERLINE OF A PRIVATE ENTRANCE,
 DF6006'1.0 M NORTH, 1.0 M SOUTH, AND 1.0 M WEST OF THREE 4X4 ORANGE PLASTIC
 DF6006'WITNESS POSTS.
 DF6006'
 DF6006'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF6006'DEGREES ABOVE THE HORIZON.
 DF6006
 DF6006                          STATION RECOVERY (2003)
 DF6006
 DF6006'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6006'RECOVERED IN GOOD CONDITION.  NOTE-- THE PRIVATE ENTRANCE IS NUMBERED
 DF6006'--N2165--.
 DF6006
 DF6006                          STATION RECOVERY (2006)
 DF6006
 DF6006'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF6006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0811 ***********************************************************************
 ON0811  DESIGNATION -  BATTLE GROUND
 ON0811  PID         -  ON0811
 ON0811  STATE/COUNTY-  WI/VERNON
 ON0811  COUNTRY     -  US
 ON0811  USGS QUAD   -  DE SOTO (2018)
 ON0811
 ON0811                         *CURRENT SURVEY CONTROL
 ON0811  ______________________________________________________________________
 ON0811* NAD 83(1996) POSITION- 43 27 41.16992(N) 091 12 42.12729(W)   ADJUSTED
 ON0811* NAVD 88 ORTHO HEIGHT -   350.    (meters)     1148.    (feet) SCALED
 ON0811  ______________________________________________________________________
 ON0811  GEOID HEIGHT    -        -31.528 (meters)                     GEOID18
 ON0811  LAPLACE CORR    -         -4.67  (seconds)                    DEFLEC18
 ON0811  HORZ ORDER      -  SECOND
 ON0811
 ON0811.The horizontal coordinates were established by classical geodetic methods
 ON0811.and adjusted by the National Geodetic Survey in March 1999.
 ON0811
 ON0811.The orthometric height was scaled from a topographic map.
 ON0811
 ON0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0811.GEOID18 height accuracy estimate available here.
 ON0811
 ON0811.Click photographs - Photos may exist for this station.
 ON0811
 ON0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON0811
 ON0811. The following values were computed from the NAD 83(1996) position.
 ON0811
 ON0811;                    North         East     Units Scale Factor Converg.
 ON0811;SPC WI S     -   163,064.100   501,949.226   MT  0.99993310   -0 49 57.2
 ON0811;SPC WI S     -   534,986.13  1,646,811.75   sFT  0.99993310   -0 49 57.2
 ON0811;SPC WI S     -   534,986.13  1,646,811.75   sFT  0.99993310   -0 49 57.2
 ON0811;SPC MN S     -   155,121.405 1,025,627.234   MT  1.00008526   +1 57 15.8
 ON0811;SPC MN S     -   508,927.48  3,364,912.02   sFT  1.00008526   +1 57 15.8
 ON0811;SPC WI S     -   163,064.100   501,949.226   MT  0.99993310   -0 49 57.2
 ON0811;UTM  15      - 4,813,611.785   644,667.031   MT  0.99985744   +1 13 49.2
 ON0811
 ON0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0811!SPC WI S     -   0.99995007  x   0.99993310  =   0.99988317
 ON0811!SPC MN S     -   0.99995007  x   1.00008526  =   1.00003532
 ON0811!SPC WI S     -   0.99995007  x   0.99993310  =   0.99988317
 ON0811!UTM  15      -   0.99995007  x   0.99985744  =   0.99980751
 ON0811
 ON0811:                Primary Azimuth Mark                     Grid Az
 ON0811:SPC WI S     -  IASOTA                                   289 35 49.7
 ON0811:SPC MN S     -  IASOTA                                   286 48 36.7
 ON0811:SPC WI S     -  IASOTA                                   289 35 49.7
 ON0811:UTM  15      -  IASOTA                                   287 32 03.3
 ON0811
 ON0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4466713611(NAD 83)
 ON0811
 ON0811|---------------------------------------------------------------------|
 ON0811| PID    Reference Object                     Distance      Geod. Az  |
 ON0811|                                                           dddmmss.s |
 ON0811| ON0780 IASOTA                              APPROX.13.6 KM 2884552.5 |
 ON0811| ON0841 AVIATION BEACON NEAR LEE MON        APPROX. 8.1 KM 2985132.2 |
 ON0811|---------------------------------------------------------------------|
 ON0811
 ON0811                          SUPERSEDED SURVEY CONTROL
 ON0811
 ON0811  NAD 83(1991)-  43 27 41.16428(N)    091 12 42.12802(W) AD(       ) 2
 ON0811  NAD 83(1986)-  43 27 41.16413(N)    091 12 42.12853(W) AD(       ) 2
 ON0811  NAD 27      -  43 27 41.25700(N)    091 12 41.65400(W) AD(       ) 2
 ON0811
 ON0811.Superseded values are not recommended for survey control.
 ON0811
 ON0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0811.See file dsdata.pdf to determine how the superseded data were derived.
 ON0811
 ON0811_MARKER: P = PIPE CAP
 ON0811_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0811_MARK LOGO: MRC
 ON0811_MAGNETIC: P = MARKER IS A STEEL PIPE
 ON0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0811
 ON0811  HISTORY     - Date     Condition        Report By
 ON0811  HISTORY     - UNK      MONUMENTED       MRC
 ON0811  HISTORY     - 1931     GOOD             CGS
 ON0811  HISTORY     - 1975     SEE DESCRIPTION  THOMAS
 ON0811
 ON0811                          STATION DESCRIPTION
 ON0811
 ON0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 ON0811'ABOUT 3 MILES ABOVE DE SOTO, IN CULTIVATED FIELD OWNED BY
 ON0811'WILLIAM JACOBUS WHO LIVES IN HOUSE ON NORTH SIDE OF ROAD
 ON0811'RUNNING UP NORTH SIDE OF BATTLE HOLLOW ON FIRST BLUFF ABOVE
 ON0811'BATTLE HOLLOW, AND OPPOSITE HEAD OF BOG ALONG RAILROAD TRACKS.
 ON0811'TO REACH FROM DE SOTO, FOLLOW HIGHWAY NORTH ALONG BASE OF
 ON0811'BLUFFS TO BATTLE HOLLOW AND ROAD LEADING EAST AT VERTICAL
 ON0811'CONCRETE SLAB IN NORTHWEST ANGLE OF ROADS WHICH MARKS BATTLE
 ON0811'FOUGHT DURING BLACK HAWK WAR, PROCEED EAST ABOUT 150 YARDS
 ON0811'TO MR. JACOBUS HOUSE, AND FOLLOW UP BLUFF TO STATION SITE.
 ON0811'MARKED BY STANDARD MARK OF MISSISSIPPI RIVER COMMISSION,
 ON0811'BRASS CAP ON STEEL PIPE ABOVE AND COPPER BOLT IN TILE
 ON0811'BELOW.  PIPE PROJECTS 12 INCHES ABOVE GROUND.
 ON0811'BEARING FROM STATION TO LANSING, BLACK HAWK BRIDGE,
 ON0811'EAST MAIN VERTICAL OVER EAST PIER, IS S 00 DEG 58 MIN W.
 ON0811
 ON0811                          STATION RECOVERY (1975)
 ON0811
 ON0811'RECOVERY NOTE BY THOMAS ENG AND SURV 1975 (NCM)
 ON0811'CAP WITH STATION MARK GONE DID NOT ATTEMPT TO RECOVER UNDERGROUND
 ON0811'MARK.
 ON0811'
 ON0811'ONE MAY DRIVE TO THE VICINITY OF THIS STATION BY GOING TO
 ON0811'VICTORY, WISCONSON, TURNING RIGHT ON FIRST STREET (COUNTY
 ON0811'RD) IN VICTORY, GOING 0.12 MILE TO A GRAVEL ROAD RIGHT.
 ON0811'FOLLOW THIS ROAD SOUTHERLY AND EASTERLY FOR 1.25 MILES TO
 ON0811'A FARM LANE RIGHT.  TURN RIGHT, FOLLOW LANE SOUTHERLY AND
 ON0811'SOUTHWESTERLY FOR 0.8 MILES TO THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1023 ***********************************************************************
 ON1023  DESIGNATION -  BAUER
 ON1023  PID         -  ON1023
 ON1023  STATE/COUNTY-  WI/SAUK
 ON1023  COUNTRY     -  US
 ON1023  USGS QUAD   -  BEAR VALLEY (2018)
 ON1023
 ON1023                         *CURRENT SURVEY CONTROL
 ON1023  ______________________________________________________________________
 ON1023* NAD 83(1991) POSITION- 43 17 35.29451(N) 090 08 18.66068(W)   ADJUSTED
 ON1023* NAVD 88 ORTHO HEIGHT -   356.    (meters)     1168.    (feet) SCALED
 ON1023  ______________________________________________________________________
 ON1023  GEOID HEIGHT    -        -34.291 (meters)                     GEOID18
 ON1023  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 ON1023  HORZ ORDER      -  SECOND
 ON1023
 ON1023.The horizontal coordinates were established by classical geodetic methods
 ON1023.and adjusted by the National Geodetic Survey in November 1991.
 ON1023
 ON1023.The orthometric height was scaled from a topographic map.
 ON1023
 ON1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1023.GEOID18 height accuracy estimate available here.
 ON1023
 ON1023.Click photographs - Photos may exist for this station.
 ON1023
 ON1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1023
 ON1023. The following values were computed from the NAD 83(1991) position.
 ON1023
 ON1023;                    North         East     Units Scale Factor Converg.
 ON1023;SPC WI S     -   143,664.285   588,759.787   MT  0.99993432   -0 05 42.6
 ON1023;SPC WI S     -   471,338.58  1,931,622.73   sFT  0.99993432   -0 05 42.6
 ON1023;UTM  15      - 4,797,344.610   732,128.848   MT  1.00026288   +1 57 47.1
 ON1023
 ON1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1023!SPC WI S     -   0.99994956  x   0.99993432  =   0.99988388
 ON1023!UTM  15      -   0.99994956  x   1.00026288  =   1.00021243
 ON1023
 ON1023:                Primary Azimuth Mark                     Grid Az
 ON1023:SPC WI S     -  BAUER AZ MK 2                            073 43 00.6
 ON1023:UTM  15      -  BAUER AZ MK 2                            071 39 30.9
 ON1023
 ON1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3212897344(NAD 83)
 ON1023
 ON1023|---------------------------------------------------------------------|
 ON1023| PID    Reference Object                     Distance      Geod. Az  |
 ON1023|                                                           dddmmss.s |
 ON1023| ON1026 BAUER AZ MK 2                       437.722 METERS 0733718.0 |
 ON1023| CI8986 BAUER AZ MK                                        0905623.1 |
 ON1023| CI8987 BAUER RM 1                           25.344 METERS 12454     |
 ON1023| ON1035 SPRING GREEN RAD KSE 627 MAST       APPROX. 9.3 KM 1422559.7 |
 ON1023| CI8988 BAUER RM 2                           24.260 METERS 23622     |
 ON1023| ON1024 KEYESVILLE ST MARYS CATH CH         APPROX. 8.4 KM 3074530.3 |
 ON1023|---------------------------------------------------------------------|
 ON1023
 ON1023                          SUPERSEDED SURVEY CONTROL
 ON1023
 ON1023  NAD 83(1986)-  43 17 35.28662(N)    090 08 18.66418(W) AD(       ) 2
 ON1023  NAD 27      -  43 17 35.33190(N)    090 08 18.21630(W) AD(       ) 2
 ON1023
 ON1023.Superseded values are not recommended for survey control.
 ON1023
 ON1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1023.See file dsdata.pdf to determine how the superseded data were derived.
 ON1023
 ON1023_MARKER: DS = TRIANGULATION STATION DISK
 ON1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1023_STAMPING: BAUER 1958
 ON1023_MARK LOGO: CGS
 ON1023_PROJECTION: RECESSED 30 CENTIMETERS
 ON1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1023+STABILITY: SURFACE MOTION
 ON1023
 ON1023  HISTORY     - Date     Condition        Report By
 ON1023  HISTORY     - 1958     MONUMENTED       CGS
 ON1023
 ON1023                          STATION DESCRIPTION
 ON1023
 ON1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1023'THE STATION IS ABOUT 4-3/4 MILES WEST AND 1 MILE NORTH OF
 ON1023'PLAIN, ABOUT 3 MILES EAST AND 1 MILE SOUTH OF BEAR VALLEY,
 ON1023'IN THE SOUTHEAST 1/4 OF SEC. 33, T-10-N, R-3-E, AND ON THE
 ON1023'PROPERTY OF MR. ALOIS BAUER.  IT IS 154 FEET SOUTHEAST OF THE
 ON1023'SOUTHEAST CORNER OF A FRAME HOUSE, 61 FEET EAST OF A TELEPHONE
 ON1023'POLE, 25 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 9
 ON1023'FEET NORTHEAST OF A T-FENCE CORNER, 6 FEET NORTH OF A WIRE
 ON1023'FENCE AND 6 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 ON1023'MONUMENT IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 ON1023'DISK IS STAMPED BAUER 1958.
 ON1023'
 ON1023'TO REACH THE STATION FROM THE T-INTERSECTION AT THE SOUTH
 ON1023'SIDE OF AN OLD GARAGE IN BEAR VALLEY, GO EAST FOR 0.4 MILE TO A
 ON1023'T-ROAD.  TURN RIGHT AND GO SOUTHERLY FOR 0.85 MILE TO A SIDE
 ON1023'ROAD LEFT.  TURN LEFT AND GO EAST FOR 2.75 MILES TO THE TOP
 ON1023'OF A GRADE AND THE HOME OF MR. BAUER AND THE STATION ON THE
 ON1023'LEFT.
 ON1023'
 ON1023'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 ON1023'GRAVELED ROAD FOR 0.5 MILE TO A POINT WHERE THE ROAD CURVES
 ON1023'FROM EAST TO NORTH AND THE AZIMUTH MARK ON THE RIGHT AS
 ON1023'DESCRIBED.
 ON1023'
 ON1023'REFERENCE MARK 1 IS 81 FEET WEST OF A POWER POLE, 22 FEET
 ON1023'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT NORTH
 ON1023'OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 ON1023'IS STAMPED BAUER NO 1 1958.
 ON1023'
 ON1023'REFERENCE MARK 2 IS 39 FEET SOUTH OF A TELEPHONE POLE, 40 FEET
 ON1023'SOUTHEAST OF THE INTERSECTION OF THE GRAVELED ROAD AND A DRIVEWAY,
 ON1023'20 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT
 ON1023'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 ON1023'DISK IS STAMPED BAUER NO 2 1958.
 ON1023'
 ON1023'THE AZIMUTH MARK IS 58 FEET SOUTHWEST OF A POWER POLE, 45 FEET
 ON1023'WEST OF A T-FENCE CORNER, 40 FEET SOUTH OF THE CENTERLINE
 ON1023'OF A GRAVELED ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND
 ON1023'1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES
 ON1023'AND THE DISK IS STAMPED BAUER 1958.
 ON1023'
 ON1023'BAUER AZI. NO. 2 IS 73.1 FEET SOUTHWEST OF THE CENTER OF THE
 ON1023'VOR, LONE ROCK RADIO, LNR, 13 FEET SOUTHWEST OF THE SOUTHWEST
 ON1023'CORNER OF THE FENCE AROUND THE VOR, LONE ROCK RADIO, LNR.
 ON1023'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BAUER NO 2 1958.
 ON1023'
 ON1023'NOTE--IN THE FUTURE THE FENCE IS GOING TO BE EXTENDED SO THAT
 ON1023'BAUER AZI. NO. 2 WILL BE INSIDE THE ENCLOSURE AROUND THE VOR,
 ON1023'LONE ROCK RADIO, LNR.
 ON1023'
 ON1023'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1026 ***********************************************************************
 ON1026  DESIGNATION -  BAUER AZ MK 2
 ON1026  PID         -  ON1026
 ON1026  STATE/COUNTY-  WI/SAUK
 ON1026  COUNTRY     -  US
 ON1026  USGS QUAD   -  BEAR VALLEY (2018)
 ON1026
 ON1026                         *CURRENT SURVEY CONTROL
 ON1026  ______________________________________________________________________
 ON1026* NAD 83(1991) POSITION- 43 17 39.29362(N) 090 08 00.03048(W)   ADJUSTED
 ON1026* NAVD 88 ORTHO HEIGHT -   362.    (meters)     1188.    (feet) SCALED
 ON1026  ______________________________________________________________________
 ON1026  GEOID HEIGHT    -        -34.301 (meters)                     GEOID18
 ON1026  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 ON1026  HORZ ORDER      -  THIRD
 ON1026
 ON1026.The horizontal coordinates were established by classical geodetic methods
 ON1026.and adjusted by the National Geodetic Survey in November 1991.
 ON1026
 ON1026.The orthometric height was scaled from a topographic map.
 ON1026
 ON1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1026.GEOID18 height accuracy estimate available here.
 ON1026
 ON1026.Click photographs - Photos may exist for this station.
 ON1026
 ON1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1026
 ON1026. The following values were computed from the NAD 83(1991) position.
 ON1026
 ON1026;                    North         East     Units Scale Factor Converg.
 ON1026;SPC WI S     -   143,787.008   589,179.923   MT  0.99993428   -0 05 29.8
 ON1026;SPC WI S     -   471,741.21  1,933,001.13   sFT  0.99993428   -0 05 29.8
 ON1026;UTM  15      - 4,797,482.388   732,544.443   MT  1.00026526   +1 58 00.0
 ON1026
 ON1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1026!SPC WI S     -   0.99994862  x   0.99993428  =   0.99988291
 ON1026!UTM  15      -   0.99994862  x   1.00026526  =   1.00021387
 ON1026
 ON1026:                Primary Azimuth Mark                     Grid Az
 ON1026:SPC WI S     -  BAUER                                    253 43 00.6
 ON1026:UTM  15      -  BAUER                                    251 39 30.8
 ON1026
 ON1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3254497482(NAD 83)
 ON1026
 ON1026|---------------------------------------------------------------------|
 ON1026| PID    Reference Object                     Distance      Geod. Az  |
 ON1026|                                                           dddmmss.s |
 ON1026| ON1023 BAUER                               437.722 METERS 2533730.8 |
 ON1026|---------------------------------------------------------------------|
 ON1026
 ON1026                          SUPERSEDED SURVEY CONTROL
 ON1026
 ON1026  NAD 83(1986)-  43 17 39.28572(N)    090 08 00.03400(W) AD(       ) 3
 ON1026  NAD 27      -  43 17 39.33130(N)    090 07 59.58500(W) AD(       ) 3
 ON1026
 ON1026.Superseded values are not recommended for survey control.
 ON1026
 ON1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1026.See file dsdata.pdf to determine how the superseded data were derived.
 ON1026
 ON1026_MARKER: DZ = AZIMUTH MARK DISK
 ON1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1026_STAMPING: BAUER NO 2 1958
 ON1026_MARK LOGO: CGS
 ON1026_PROJECTION: FLUSH
 ON1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1026+STABILITY: SURFACE MOTION
 ON1026
 ON1026  HISTORY     - Date     Condition        Report By
 ON1026  HISTORY     - 1958     MONUMENTED       CGS
 ON1026
 ON1026                          STATION DESCRIPTION
 ON1026
 ON1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1026'THE STATION IS ABOUT 5 MILES WEST AND 1 MILE NORTH OF PLAIN,
 ON1026'ABOUT 3 MILES EAST AND 1 MILE SOUTH OF BEAR VALLEY, IN THE
 ON1026'SOUTHEAST 1/4 OF SEC. 33, T. 10 N., R. 3 E., AND IS ON U.S.
 ON1026'GOVERNMENT PROPERTY.  IT IS 73.105 FEET SOUTHWEST OF THE CENTER
 ON1026'OF THE VOR, LONE ROCK RADIO, LNR AND 13 FEET SOUTHWEST OF THE
 ON1026'SOUTHWEST CORNER OF THE FENCE AROUND THE VOR, LONE ROCK RADIO,
 ON1026'LNR.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BAUER
 ON1026'NO 2 1958.
 ON1026'
 ON1026'NOTE--IN THE FUTURE THE FENCE IS TO BE EXTENDED AND BAUER
 ON1026'AZIMUTH NO 2 WILL BE INSIDE THE ENCLOSURE AROUND THE VOR, LONE
 ON1026'ROCK RADIO, LNR.
 ON1026'
 ON1026'TO REACH THE STATION FROM THE T-INTERSECTION AT THE SOUTH
 ON1026'SIDE OF AN OLD GARAGE IN BEAR VALLEY, GO EAST FOR 0.4 MILE TO A
 ON1026'T-ROAD.  TURN RIGHT AND GO SOUTHERLY FOR 0.85 MILE TO A SIDE
 ON1026'ROAD LEFT.  TURN LEFT AND GO EAST FOR 2.75 MILES TO THE TOP OF
 ON1026'GRADE AND MR. ALOIS BAUERS HOME ON THE LEFT.  CONTINUE EAST
 ON1026'FOR 0.5 MILE TO A POINT WHERE THE MAIN ROAD CURVES TO THE NORTH.
 ON1026'TURN LEFT AND GO NORTH FOR 0.15 MILE TO A METAL GATE ON THE
 ON1026'LEFT WITH A SIGN U.S. GOVERNMENT PROPERTY.  TURN LEFT AND PASS
 ON1026'THROUGH THE GATE AND GO WEST FOR 0.05 MILE TO ANOTHER METAL
 ON1026'GATE.  PASS THROUGH GATE AND CONTINUE WEST FOR 0.2 MILE TO
 ON1026'WHERE THE ROAD TURNS SOUTH.  TURN LEFT AND GO SOUTH FOR 0.05
 ON1026'MILE TO THE VOR, LONE ROCK RADIO, LNR AND THE STATION AS
 ON1026'DESCRIBED.
 ON1026'
 ON1026'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8459 ***********************************************************************
 AB8459  HT_MOD      -  This is a Height Modernization Survey Station.
 AB8459  DESIGNATION -  BAUER GPS 115
 AB8459  PID         -  AB8459
 AB8459  STATE/COUNTY-  WI/BURNETT
 AB8459  COUNTRY     -  US
 AB8459  USGS QUAD   -  TRADE RIVER (2018)
 AB8459
 AB8459                         *CURRENT SURVEY CONTROL
 AB8459  ______________________________________________________________________
 AB8459* NAD 83(2011) POSITION- 45 43 46.33565(N) 092 39 34.35625(W)   ADJUSTED
 AB8459* NAD 83(2011) ELLIP HT-   261.198 (meters)        (06/27/12)   ADJUSTED
 AB8459* NAD 83(2011) EPOCH   -  2010.00
 AB8459* NAVD 88 ORTHO HEIGHT -   288.19  (meters)      945.5   (feet) GPS OBS
 AB8459  ______________________________________________________________________
 AB8459  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AB8459  GEOID HEIGHT    -        -26.988 (meters)                     GEOID12A
 AB8459  GEOID HEIGHT    -        -26.987 (meters)                     GEOID18
 AB8459  NAD 83(2011) X  -   -206,952.601 (meters)                     COMP
 AB8459  NAD 83(2011) Y  - -4,455,273.517 (meters)                     COMP
 AB8459  NAD 83(2011) Z  -  4,544,501.119 (meters)                     COMP
 AB8459  LAPLACE CORR    -          2.39  (seconds)                    DEFLEC18
 AB8459
 AB8459  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8459  Standards:
 AB8459         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8459            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8459  -------------------------------------------------------------------
 AB8459  NETWORK    0.64   1.04           0.29   0.23   0.53      0.09031662
 AB8459  -------------------------------------------------------------------
 AB8459  Click here for local accuracies and other accuracy information.
 AB8459
 AB8459.The horizontal coordinates were established by GPS observations
 AB8459.and adjusted by the National Geodetic Survey in June 2012.
 AB8459
 AB8459.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8459.been affixed to the stable North American tectonic plate. See 
 AB8459.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8459
 AB8459.The horizontal coordinates are valid at the epoch date displayed above
 AB8459.which is a decimal equivalence of Year/Month/Day.
 AB8459
 AB8459.The orthometric height was determined by GPS observations and a
 AB8459.high-resolution geoid model using precise GPS observation and
 AB8459.processing techniques.
 AB8459
 AB8459.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8459.GEOID18 height accuracy estimate available here.
 AB8459
 AB8459.Click photographs - Photos may exist for this station.
 AB8459
 AB8459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8459
 AB8459.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8459
 AB8459.The ellipsoidal height was determined by GPS observations
 AB8459.and is referenced to NAD 83.
 AB8459
 AB8459. The following values were computed from the NAD 83(2011) position.
 AB8459
 AB8459;                    North         East     Units Scale Factor Converg.
 AB8459;SPC WI N     -    66,025.047   393,025.503   MT  0.99997442   -1 55 06.7
 AB8459;SPC WI N     -   216,617.18  1,289,451.17   sFT  0.99997442   -1 55 06.7
 AB8459;UTM  15      - 5,064,054.345   526,490.488   MT  0.99960863   +0 14 37.6
 AB8459
 AB8459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8459!SPC WI N     -   0.99995905  x   0.99997442  =   0.99993347
 AB8459!UTM  15      -   0.99995905  x   0.99960863  =   0.99956770
 AB8459
 AB8459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2649064054(NAD 83)
 AB8459
 AB8459                          SUPERSEDED SURVEY CONTROL
 AB8459
 AB8459  NAD 83(2007)-  45 43 46.33569(N)    092 39 34.35675(W) AD(2002.00) 0
 AB8459  ELLIP H (02/10/07)  261.239  (m)                       GP(2002.00)    
 AB8459  NAD 83(1997)-  45 43 46.33582(N)    092 39 34.35720(W) AD(       ) 1
 AB8459  ELLIP H (01/30/03)  261.267  (m)                       GP(       ) 4 1
 AB8459  NAD 83(1991)-  45 43 46.33542(N)    092 39 34.35521(W) AD(       ) 1
 AB8459  ELLIP H (12/09/96)  261.301  (m)                       GP(       ) 4 1
 AB8459  NAVD 88 (12/09/96)  288.2    (m)  GEOID93  model used  GPS OBS        
 AB8459
 AB8459.Superseded values are not recommended for survey control.
 AB8459
 AB8459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8459.See file dsdata.pdf to determine how the superseded data were derived.
 AB8459
 AB8459_MARKER: DD = SURVEY DISK
 AB8459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8459_STAMPING: BAUER GPS 115 1993
 AB8459_MARK LOGO: WI-013
 AB8459_PROJECTION: RECESSED 24 CENTIMETERS
 AB8459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8459+STABILITY: SURFACE MOTION
 AB8459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8459+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2010
 AB8459
 AB8459  HISTORY     - Date     Condition        Report By
 AB8459  HISTORY     - 1993     MONUMENTED       WI-013
 AB8459  HISTORY     - 20100804 GOOD             WIDT
 AB8459
 AB8459                          STATION DESCRIPTION
 AB8459
 AB8459'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8459'THE STATION IS LOCATED 22.5 KM (14.00 MI) SOUTHWEST OF THE VILLAGE OF
 AB8459'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8459'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 5.2 KM (3.25 MI)
 AB8459'SOUTHEAST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHWEST
 AB8459'QUARTER OF THE SOUTHEAST QUARTER, SECTION 36, T38N, R19W, TOWN OF
 AB8459'GRANTSBURG.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG,
 AB8459'WISCONSIN (WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO
 AB8459'SOUTH ALONG STATE HIGHWAY 48/87 4.8 KM (3.00 MI) TO ASSEMBLY ROAD, GO
 AB8459'EAST ALONG ASSEMBLY ROAD 1.76 KM (1.10 MI) TO STATION LOCATED 27 FEET
 AB8459'(8.2 M) NORTH OF ROAD, 507 FEET (154.5 M) EAST OF HEGGE ROAD. LOCATED
 AB8459'ON THE VELA BAUER PROPERTY.  FIBERGLASS WITNESS POST SET 3 FEET (0.9
 AB8459'M) SOUTHWEST OF THE STATION.  THE STATION MARKER IS SET IN A 30 CM
 AB8459'ROUND CONCRETE MONUMENT 24 CM BELOW THE GROUND SURFACE.
 AB8459
 AB8459                          STATION RECOVERY (2010)
 AB8459
 AB8459'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AB8459'-NOTE-FIBERGLASS WITNESS POST HAS BEEN REMOVED.  THE MARK IS 1 M (3.3
 AB8459'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 AB8459'OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0671 ***********************************************************************
 PN0671  DESIGNATION -  BAUER USLS
 PN0671  PID         -  PN0671
 PN0671  STATE/COUNTY-  WI/WINNEBAGO
 PN0671  COUNTRY     -  US
 PN0671  USGS QUAD   -  NEENAH (2018)
 PN0671
 PN0671                         *CURRENT SURVEY CONTROL
 PN0671  ______________________________________________________________________
 PN0671* NAD 83(1986) POSITION- 44 13 24.     (N) 088 25 36.     (W)   SCALED
 PN0671* NAVD 88 ORTHO HEIGHT -   232.791 (meters)      763.75  (feet) ADJUSTED
 PN0671  ______________________________________________________________________
 PN0671  GEOID HEIGHT    -        -36.328 (meters)                     GEOID18
 PN0671  DYNAMIC HEIGHT  -        232.751 (meters)      763.62  (feet) COMP
 PN0671  MODELED GRAVITY -    980,441.6   (mgal)                       NAVD 88
 PN0671
 PN0671  VERT ORDER      -  FIRST     CLASS 0
 PN0671
 PN0671.The horizontal coordinates were scaled from a map and have
 PN0671.an estimated accuracy of +/- 6 seconds.
 PN0671
 PN0671.The orthometric height was determined by differential leveling and
 PN0671.adjusted by the NATIONAL GEODETIC SURVEY
 PN0671.in June 1991.
 PN0671
 PN0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0671.GEOID18 height accuracy estimate available here.
 PN0671
 PN0671.Click photographs - Photos may exist for this station.
 PN0671
 PN0671.The dynamic height is computed by dividing the NAVD 88
 PN0671.geopotential number by the normal gravity value computed on the
 PN0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0671.degrees latitude (g = 980.6199 gals.).
 PN0671
 PN0671.The modeled gravity was interpolated from observed gravity values.
 PN0671
 PN0671;                    North         East    Units  Estimated Accuracy
 PN0671;SPC WI S     -   248,190.      725,710.      MT  (+/- 180 meters Scaled)
 PN0671
 PN0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP860976(NAD 83)
 PN0671
 PN0671                          SUPERSEDED SURVEY CONTROL
 PN0671
 PN0671.No superseded survey control is available for this station.
 PN0671
 PN0671_MARKER: I = METAL ROD
 PN0671_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0671_PROJECTION: RECESSED 3 CENTIMETERS
 PN0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0671_ROD/PIPE-DEPTH: 2.44 meters
 PN0671
 PN0671  HISTORY     - Date     Condition        Report By
 PN0671  HISTORY     - 1962     MONUMENTED       USLS
 PN0671  HISTORY     - 1974     GOOD             NOS
 PN0671  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0671
 PN0671                          STATION DESCRIPTION
 PN0671
 PN0671'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0671'1.93 MI SOUTH FROM APPLETON.
 PN0671'1.93 MILES SOUTH ALONG WISCONSIN HIGHWAY 47 FROM THE INTERSECTION OF
 PN0671'WISCONSIN HIGHWAY 47 AND U.S. HIGHWAY 10 IN APPLETON, 9.72 MILE NORTH
 PN0671'OF THE MENASHA CITY LIMITS, ON THE EASTERLY SIDE OF THE ROAD, ON THE
 PN0671'SCHWARZBAUER FARM PROPERTY, 99.6 FT. WEST OF THE SOUTHWEST CORNER OF
 PN0671'BARN FOUNDATION, 96.5 FT. NORTH OF THE NORTHWEST CORNER OF HOUSE, 62
 PN0671'FT. NORTH OF CENTERLINE OF DRIVEWAY, 61 FT. EAST OF CENTERLINE OF
 PN0671'HIGHWAY, 9 FT. NORTH OF FIRE HYDRANT, 1.2 FT. WEST OF U.P. NO. 56-677,
 PN0671'1/4 FT. BELOW THE GROUND SURFACE, A 5/8 INCH DIAMETER COPPER COATED
 PN0671'STEEL ROD, 8 FT. LONG.
 PN0671
 PN0671                          STATION RECOVERY (2003)
 PN0671
 PN0671'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0671'NOT FOUND.  NOTE--  IN 1974, WISCONSIN AVENUE IN APPLETON WAS HIGHWAY
 PN0671'10.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1202 ***********************************************************************
 PN1202  DESIGNATION -  BAUR
 PN1202  PID         -  PN1202
 PN1202  STATE/COUNTY-  WI/MARATHON
 PN1202  COUNTRY     -  US
 PN1202  USGS QUAD   -  HALDER (2018)
 PN1202
 PN1202                         *CURRENT SURVEY CONTROL
 PN1202  ______________________________________________________________________
 PN1202* NAD 83(1991) POSITION- 44 47 52.43940(N) 089 50 42.99413(W)   ADJUSTED
 PN1202* NAVD 88 ORTHO HEIGHT -   399.6   (meters)     1311.    (feet) VERTCON3
 PN1202  ______________________________________________________________________
 PN1202  GEOID HEIGHT    -        -34.608 (meters)                     GEOID18
 PN1202  LAPLACE CORR    -         -7.83  (seconds)                    DEFLEC18
 PN1202  HORZ ORDER      -  SECOND
 PN1202
 PN1202.The horizontal coordinates were established by classical geodetic methods
 PN1202.and adjusted by the National Geodetic Survey in November 1991.
 PN1202
 PN1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1202
 PN1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1202.GEOID18 height accuracy estimate available here.
 PN1202
 PN1202.Click photographs - Photos may exist for this station.
 PN1202
 PN1202.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1202
 PN1202. The following values were computed from the NAD 83(1991) position.
 PN1202
 PN1202;                    North         East     Units Scale Factor Converg.
 PN1202;SPC WI C     -   107,192.744   612,241.575   MT  0.99994163   +0 06 33.0
 PN1202;SPC WI C     -   351,681.53  2,008,662.57   sFT  0.99994163   +0 06 33.0
 PN1202;UTM  16      - 4,964,438.774   274,960.999   MT  1.00022279   -2 00 20.3
 PN1202
 PN1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1202!SPC WI C     -   0.99994278  x   0.99994163  =   0.99988441
 PN1202!UTM  16      -   0.99994278  x   1.00022279  =   1.00016555
 PN1202
 PN1202:                Primary Azimuth Mark                     Grid Az
 PN1202:SPC WI C     -  ST PATRICKS CATH CHURCH CROS             279 55 38.9
 PN1202:UTM  16      -  ST PATRICKS CATH CHURCH CROS             282 02 32.2
 PN1202
 PN1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7496064438(NAD 83)
 PN1202
 PN1202|---------------------------------------------------------------------|
 PN1202| PID    Reference Object                     Distance      Geod. Az  |
 PN1202|                                                           dddmmss.s |
 PN1202| CJ4232 BAUR RM 1                             8.337 METERS 03735     |
 PN1202| CJ4233 BAUR RM 2                             8.442 METERS 14213     |
 PN1202| CJ5313 ST PATRICKS CATH CHURCH CROS                       2800211.9 |
 PN1202|---------------------------------------------------------------------|
 PN1202
 PN1202                          SUPERSEDED SURVEY CONTROL
 PN1202
 PN1202  NAD 83(1986)-  44 47 52.43742(N)    089 50 43.00025(W) AD(       ) 2
 PN1202  NAD 27      -  44 47 52.55862(N)    089 50 42.54841(W) AD(       ) 2
 PN1202  NGVD 29 (07/19/86)  399.6    (m)         1311.     (f) VERT ANG       
 PN1202
 PN1202.Superseded values are not recommended for survey control.
 PN1202
 PN1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1202.See file dsdata.pdf to determine how the superseded data were derived.
 PN1202
 PN1202_MARKER: DD = SURVEY DISK
 PN1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1202_STAMPING: BAUR 1979
 PN1202_MARK LOGO: WIDT
 PN1202_PROJECTION: RECESSED 46 CENTIMETERS
 PN1202_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1202+STABILITY: SURFACE MOTION
 PN1202
 PN1202  HISTORY     - Date     Condition        Report By
 PN1202  HISTORY     - 1979     MONUMENTED       WIDT
 PN1202  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 PN1202
 PN1202                          STATION DESCRIPTION
 PN1202
 PN1202'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1202'THE STATION IS LOCATED ABOUT 11 MILES EAST OF STRATFORD, 10 MILES
 PN1202'SOUTH OF MARATHON CITY, AND 7 MILES WEST OF MOSINEE ON THE PROPERTY OF
 PN1202'MR. NEIL BAUR.  CONTACT MR. BAUR TO OBTAIN PERMISSION TO USE STATION.
 PN1202'
 PN1202'TO REACH THE STATION FROM THE JUNCTION OF STH 153 AND STH 107, ABOUT
 PN1202'10 MILES SOUTH OF MARATHON CITY, PACK SOUTH ALONG FENCE LINE ON SOUTH
 PN1202'SIDE OF STH 153 FOR 0.2 MILE TO THE STATION LOCATED 19.0 FEET WEST OF
 PN1202'THE FENCE LINE IN A HAY FIELD.
 PN1202'
 PN1202'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BAUR 1979---.  THE
 PN1202'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1202'MONUMENT WHICH IS 1.5 FEET BELOW THE GROUND SURFACE.  IT IS 268 FEET
 PN1202'NORTH NORTHWEST OF A FENCE CORNER, 32 FEET SOUTHWEST OF A 12 INCH TWIN
 PN1202'ELM STUMP, 24.5 FEET EAST NORTHEAST OF A 12 INCH TRIPLE BASSWOOD
 PN1202'STUMP, AND 19.0 FEET WEST OF A FENCE LINE.  THE UNDERGROUND DISK IS
 PN1202'SET IN AN IRREGULAR MASS OF CONCRETE 6 FEET BELOW THE GROUND SURFACE.
 PN1202'
 PN1202'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---BAUR RM 1 1979---
 PN1202'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1202'PROJECTS 4 INCHES ABOVE GROUND.  IT IS ABOUT 280 FEET NORTH OF A FENCE
 PN1202'CORNER, 4.0 FEET SOUTHWEST OF A 12 INCH TWIN ELM STUMP, AND 1.5 FEET
 PN1202'WEST OF A FENCE LINE.
 PN1202'
 PN1202'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BAUR RM 2 1979---
 PN1202'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1202'PROJECTS 4 INCHES ABOVE GROUND.  IT IS ABOUT 255 FEET NORTH OF A FENCE
 PN1202'CORNER, 6.0 FEET SOUTHWEST OF A 12 INCH TRIPLE BASSWOOD STUMP, AND 1.0
 PN1202'FEET WEST OF A FENCE LINE.
 PN1202'
 PN1202'THE STATION, ST PATRICKS CATH CHURCH CROSS, IS THE BASE OF THE CROSS
 PN1202'ATOP THE CHURCH STEEPLE.  THE CHURCH IS LOCATED IN THE SMALL COMMUNITY
 PN1202'OF HALDER WHICH IS ABOUT 1.4 MILES WEST OF THE INTERSECTION OF STH 107
 PN1202'AND STH 153.
 PN1202'
 PN1202'THE LANDMARK STATION DESCRIBED ABOVE WILL NOT BE POSITIONED AND IS TO
 PN1202'BE USED ONLY FOR AZIMUTH CONTROL AT STATION BAUR WIDT.  NO AZIMUTH
 PN1202'MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 3.33 METERS.
 PN1202
 PN1202                          STATION RECOVERY (2005)
 PN1202
 PN1202'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1202'STATION NOT FOUND
 PN1202'REFERENCE MARK 1 AT N44.47.879 AND W089.50.717
 PN1202'REFERENCE MARK 2 AT N44.47.871 AND W089.50.715. 43 FEET SOUTH OF RM1
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP2196 ***********************************************************************
 PP2196  DESIGNATION -  BAY CITY TABOR CHURCH SPIRE
 PP2196  PID         -  PP2196
 PP2196  STATE/COUNTY-  WI/PIERCE
 PP2196  COUNTRY     -  US
 PP2196  USGS QUAD   -  BAY CITY (2018)
 PP2196
 PP2196                         *CURRENT SURVEY CONTROL
 PP2196  ______________________________________________________________________
 PP2196* NAD 83(1996) POSITION- 44 35 12.82459(N) 092 23 42.95987(W)   ADJUSTED
 PP2196  ______________________________________________________________________
 PP2196  GEOID HEIGHT    -        -30.304 (meters)                     GEOID18
 PP2196  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 PP2196  HORZ ORDER      -  THIRD
 PP2196
 PP2196.The horizontal coordinates were established by classical geodetic methods
 PP2196.and adjusted by the National Geodetic Survey in March 1999.
 PP2196
 PP2196.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2196.GEOID18 height accuracy estimate available here.
 PP2196
 PP2196.Click photographs - Photos may exist for this station.
 PP2196
 PP2196.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2196
 PP2196. The following values were computed from the NAD 83(1996) position.
 PP2196
 PP2196;                    North         East     Units Scale Factor Converg.
 PP2196;SPC WI C     -    86,539.327   409,825.100   MT  0.99995338   -1 41 24.2
 PP2196;SPC WI C     -   283,921.11  1,344,567.85   sFT  0.99995338   -1 41 24.2
 PP2196;UTM  15      - 4,937,239.255   548,003.496   MT  0.99962834   +0 25 28.3
 PP2196
 PP2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4800337239(NAD 83)
 PP2196
 PP2196                          SUPERSEDED SURVEY CONTROL
 PP2196
 PP2196  NAD 83(1991)-  44 35 12.81681(N)    092 23 42.95899(W) AD(       ) 3
 PP2196  NAD 83(1986)-  44 35 12.81542(N)    092 23 42.96222(W) AD(       ) 3
 PP2196  NAD 27      -  44 35 12.93200(N)    092 23 42.30200(W) AD(       ) 3
 PP2196
 PP2196.Superseded values are not recommended for survey control.
 PP2196
 PP2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2196.See file dsdata.pdf to determine how the superseded data were derived.
 PP2196
 PP2196_MARKER: 90 = CHURCH SPIRE
 PP2196
 PP2196  HISTORY     - Date     Condition        Report By
 PP2196  HISTORY     - 1931     FIRST OBSERVED   CGS
 PP2196  HISTORY     - 20020921 GOOD             USPSQD
 PP2196
 PP2196                          STATION DESCRIPTION
 PP2196
 PP2196'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1276 ***********************************************************************
 NH1276  DESIGNATION -  BAYFIELD
 NH1276  PID         -  NH1276
 NH1276  STATE/COUNTY-  WI/ROCK
 NH1276  COUNTRY     -  US
 NH1276  USGS QUAD   -  SHOPIERE (2018)
 NH1276
 NH1276                         *CURRENT SURVEY CONTROL
 NH1276  ______________________________________________________________________
 NH1276* NAD 83(1997) POSITION- 42 32 18.50769(N) 088 54 31.43000(W)   ADJUSTED
 NH1276* NAVD 88 ORTHO HEIGHT -   279.    (meters)      915.    (feet) SCALED
 NH1276  ______________________________________________________________________
 NH1276  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 NH1276  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 NH1276  HORZ ORDER      -  SECOND
 NH1276
 NH1276.The horizontal coordinates were established by classical geodetic methods
 NH1276.and adjusted by the National Geodetic Survey in October 1999.
 NH1276
 NH1276.The orthometric height was scaled from a topographic map.
 NH1276
 NH1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1276.GEOID18 height accuracy estimate available here.
 NH1276
 NH1276.Click photographs - Photos may exist for this station.
 NH1276
 NH1276.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1276
 NH1276. The following values were computed from the NAD 83(1997) position.
 NH1276
 NH1276;                    North         East     Units Scale Factor Converg.
 NH1276;SPC WI S     -    60,407.281   689,647.730   MT  1.00004498   +0 44 59.3
 NH1276;SPC WI S     -   198,186.22  2,262,619.26   sFT  1.00004498   +0 44 59.3
 NH1276;SPC WI S     -   198,186.22  2,262,619.26   sFT  1.00004498   +0 44 59.3
 NH1276;SPC IL W     -   652,658.969   803,332.339   MT  1.00007250   +0 51 02.0
 NH1276;SPC IL W     - 2,141,265.30  2,635,599.52   sFT  1.00007250   +0 51 02.0
 NH1276;SPC WI S     -    60,407.281   689,647.730   MT  1.00004498   +0 44 59.3
 NH1276;UTM  16      - 4,711,330.683   343,260.638   MT  0.99990227   -1 17 26.6
 NH1276
 NH1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1276!SPC WI S     -   0.99996155  x   1.00004498  =   1.00000653
 NH1276!SPC IL W     -   0.99996155  x   1.00007250  =   1.00003405
 NH1276!SPC WI S     -   0.99996155  x   1.00004498  =   1.00000653
 NH1276!UTM  16      -   0.99996155  x   0.99990227  =   0.99986382
 NH1276
 NH1276:                Primary Azimuth Mark                     Grid Az
 NH1276:SPC WI S     -  BARRON                                   252 40 15.3
 NH1276:SPC IL W     -  BARRON                                   252 34 12.6
 NH1276:SPC WI S     -  BARRON                                   252 40 15.3
 NH1276:UTM  16      -  BARRON                                   254 42 41.2
 NH1276
 NH1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4326011330(NAD 83)
 NH1276
 NH1276|---------------------------------------------------------------------|
 NH1276| PID    Reference Object                     Distance      Geod. Az  |
 NH1276|                                                           dddmmss.s |
 NH1276| CI8989 BAYFIELD RM                          17.390 METERS 09717     |
 NH1276| NH0263 BARRON                              APPROX. 1.5 KM 2532514.6 |
 NH1276|---------------------------------------------------------------------|
 NH1276
 NH1276                          SUPERSEDED SURVEY CONTROL
 NH1276
 NH1276  NAD 83(1991)-  42 32 18.50358(N)    088 54 31.43297(W) AD(       ) 2
 NH1276  NAD 83(1986)-  42 32 18.50038(N)    088 54 31.43702(W) AD(       ) 2
 NH1276  NAD 27      -  42 32 18.44800(N)    088 54 31.05000(W) AD(       ) 2
 NH1276  USSD        -  42 32 18.53300(N)    088 54 30.84300(W) AD(       ) 3
 NH1276
 NH1276.Superseded values are not recommended for survey control.
 NH1276
 NH1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1276.See file dsdata.pdf to determine how the superseded data were derived.
 NH1276
 NH1276_MARKER: DS = TRIANGULATION STATION DISK
 NH1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1276_STAMPING: BAYFIELD 1920
 NH1276_MARK LOGO: CGS
 NH1276_PROJECTION: FLUSH
 NH1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1276+STABILITY: SURFACE MOTION
 NH1276
 NH1276  HISTORY     - Date     Condition        Report By
 NH1276  HISTORY     - 1920     MONUMENTED       CGS
 NH1276  HISTORY     - 1930     GOOD             CGS
 NH1276  HISTORY     - 1935     GOOD             CGS
 NH1276  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 NH1276  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1276
 NH1276                          STATION DESCRIPTION
 NH1276
 NH1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1276'STATION IS LOCATED ABOUT 2-1/4 MILES W OF CLINTON, ON THE
 NH1276'S SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH1276'TRACK, 1/4 MILE E OF A ROAD CROSSING, 150 YARDS W OF RAILROAD
 NH1276'BRIDGE NO. E 85, ON THE S BANK OF A CUT, AND 8.65 METERS
 NH1276'(28.38 FEET) S OF THE S AND NEAREST RAIL.  SURFACE, UNDERGROUND,
 NH1276'AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS SET IN CONCRETE
 NH1276'AS DESCRIBED.  REFERENCE MARK IS ON
 NH1276'THE SAME SIDE OF THE TRACK, NEAR THE FENCE LINE, 17.39 METERS
 NH1276'(57.05 FEET) FROM THE STATION, S 82 DEG 43 MIN E.
 NH1276
 NH1276                          STATION RECOVERY (1930)
 NH1276
 NH1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1276'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH1276'ADEQUATE.
 NH1276'
 NH1276'THIS IS A TRAVERSE STATION.
 NH1276
 NH1276                          STATION RECOVERY (1935)
 NH1276
 NH1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1276'STATION FOUND AS DESCRIBED AND MARKS ARE IN GOOD CONDITION.
 NH1276'IT IS A PRECISE TRAVERSE STATION, ABOUT 2-1/4 MILES W OF CLINTON,
 NH1276'ON THE S SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH1276'RAILROAD TRACK, 1/4 MILE E OF A ROAD CROSSING.  150 YARDS W OF
 NH1276'RAILROAD BRIDGE NO. E 85, ON THE S BANK OF A CUT, AND 8.65
 NH1276'METERS (28.38 FEET) S OF THE S RAIL.  STATION IS MARKED
 NH1276'AND IS SET FLUSH WITH THE GROUND.
 NH1276'
 NH1276'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 NH1276'FENCE LINE, 17.39 METERS (57.05 FEET) FROM THE STATION
 NH1276'S 82 DEG 43 MIN E.  MARK IS
 NH1276'FLUSH WITH THE GROUND.  THIS DIRECTION AND DISTANCE IS TAKEN
 NH1276'FROM THE OLD DESCRIPTION.
 NH1276
 NH1276                          STATION RECOVERY (1995)
 NH1276
 NH1276'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1276'MARK NOT FOUND.
 NH1276
 NH1276                          STATION RECOVERY (2001)
 NH1276
 NH1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1276'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0765 ***********************************************************************
 RM0765  DESIGNATION -  BAYFIELD DNR RELAY TOWER
 RM0765  PID         -  RM0765
 RM0765  STATE/COUNTY-  WI/BAYFIELD
 RM0765  COUNTRY     -  US
 RM0765  USGS QUAD   -  BAYFIELD (2018)
 RM0765
 RM0765                         *CURRENT SURVEY CONTROL
 RM0765  ______________________________________________________________________
 RM0765* NAD 83(1996) POSITION- 46 49 40.00457(N) 090 50 37.61352(W)   ADJUSTED
 RM0765  ______________________________________________________________________
 RM0765  GEOID HEIGHT    -        -31.661 (meters)                     GEOID18
 RM0765  LAPLACE CORR    -         -4.40  (seconds)                    DEFLEC18
 RM0765  HORZ ORDER      -  THIRD
 RM0765
 RM0765.The horizontal coordinates were established by classical geodetic methods
 RM0765.and adjusted by the National Geodetic Survey in March 1999.
 RM0765
 RM0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0765.GEOID18 height accuracy estimate available here.
 RM0765
 RM0765.Click photographs - Photos may exist for this station.
 RM0765
 RM0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0765
 RM0765. The following values were computed from the NAD 83(1996) position.
 RM0765
 RM0765;                    North         East     Units Scale Factor Converg.
 RM0765;SPC WI N     -   184,973.859   535,619.889   MT  1.00001175   -0 36 31.2
 RM0765;SPC WI N     -   606,868.40  1,757,279.59   sFT  1.00001175   -0 36 31.2
 RM0765;UTM  15      - 5,188,283.381   664,451.323   MT  0.99993241   +1 34 22.4
 RM0765
 RM0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6445188283(NAD 83)
 RM0765
 RM0765                          SUPERSEDED SURVEY CONTROL
 RM0765
 RM0765  NAD 83(1991)-  46 49 40.00462(N)    090 50 37.61274(W) AD(       ) 3
 RM0765  NAD 83(1986)-  46 49 39.99545(N)    090 50 37.60441(W) AD(       ) 3
 RM0765  NAD 27      -  46 49 40.24674(N)    090 50 36.93589(W) AD(       ) 3
 RM0765
 RM0765.Superseded values are not recommended for survey control.
 RM0765
 RM0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0765.See file dsdata.pdf to determine how the superseded data were derived.
 RM0765
 RM0765_MARKER: 43 = RADIO/TV TOWER
 RM0765
 RM0765  HISTORY     - Date     Condition        Report By
 RM0765  HISTORY     - 1978     FIRST OBSERVED   NGS
 RM0765
 RM0765                          STATION DESCRIPTION
 RM0765
 RM0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RM0765'THE STATION, BAYFIELD DEPARTMENT OF NATURAL RESOURCES RELAY
 RM0765'TOWER, IS THE RED LIGHT ATOP A GUYED, TRIANGULAR IN CROSS
 RM0765'SECTION TOWER, PAINTED WITH ALTERNATE BANDS OF RED AND WHITE,
 RM0765'AND AN OVERALL HEIGHT OF 260 FEET.  IT IS LOCATED ABOUT 3
 RM0765'MILES SOUTHWEST OF RED CLIFF, 1-1/2 MILES NORTHWEST OF
 RM0765'BAYFIELD, AND IN THE SOUTHEAST 1/4 OF SECTION 10, T50N, R4W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6157 ***********************************************************************
 DO6157  DESIGNATION -  BAYFIELD E GPS
 DO6157  PID         -  DO6157
 DO6157  STATE/COUNTY-  WI/BAYFIELD
 DO6157  COUNTRY     -  US
 DO6157  USGS QUAD   -  BAYFIELD (2018)
 DO6157
 DO6157                         *CURRENT SURVEY CONTROL
 DO6157  ______________________________________________________________________
 DO6157* NAD 83(2011) POSITION- 46 49 27.78104(N) 090 48 22.32954(W)   ADJUSTED
 DO6157* NAD 83(2011) ELLIP HT-   200.322 (meters)        (05/27/14)   ADJUSTED
 DO6157* NAD 83(2011) EPOCH   -  2010.00
 DO6157* NAVD 88 ORTHO HEIGHT -   232.084 (meters)      761.43  (feet) ADJUSTED
 DO6157  ______________________________________________________________________
 DO6157  GEOID HEIGHT    -        -31.749 (meters)                     GEOID18
 DO6157  NAD 83(2011) X  -    -61,517.067 (meters)                     COMP
 DO6157  NAD 83(2011) Y  - -4,371,649.848 (meters)                     COMP
 DO6157  NAD 83(2011) Z  -  4,628,574.279 (meters)                     COMP
 DO6157  LAPLACE CORR    -         -6.18  (seconds)                    DEFLEC18
 DO6157  DYNAMIC HEIGHT  -        232.100 (meters)      761.48  (feet) COMP
 DO6157  MODELED GRAVITY -    980,677.7   (mgal)                       NAVD 88
 DO6157
 DO6157  VERT ORDER      -  SECOND    CLASS I
 DO6157
 DO6157  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6157  Standards:
 DO6157         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6157            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6157  -------------------------------------------------------------------
 DO6157  NETWORK    0.47   0.63           0.21   0.17   0.32     -0.01047249
 DO6157  -------------------------------------------------------------------
 DO6157  Click here for local accuracies and other accuracy information.
 DO6157
 DO6157.The horizontal coordinates were established by GPS observations
 DO6157.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6157
 DO6157.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6157.been affixed to the stable North American tectonic plate. See 
 DO6157.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6157
 DO6157.The horizontal coordinates are valid at the epoch date displayed above
 DO6157.which is a decimal equivalence of Year/Month/Day.
 DO6157
 DO6157.The orthometric height was determined by differential leveling and
 DO6157.adjusted by the NATIONAL GEODETIC SURVEY
 DO6157.in February 2017.
 DO6157
 DO6157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6157.GEOID18 height accuracy estimate available here.
 DO6157
 DO6157.Click photographs - Photos may exist for this station.
 DO6157
 DO6157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6157
 DO6157.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6157
 DO6157.The ellipsoidal height was determined by GPS observations
 DO6157.and is referenced to NAD 83.
 DO6157
 DO6157.The dynamic height is computed by dividing the NAVD 88
 DO6157.geopotential number by the normal gravity value computed on the
 DO6157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6157.degrees latitude (g = 980.6199 gals.).
 DO6157
 DO6157.The modeled gravity was interpolated from observed gravity values.
 DO6157
 DO6157. The following values were computed from the NAD 83(2011) position.
 DO6157
 DO6157;                    North         East     Units Scale Factor Converg.
 DO6157;SPC WI N     -   184,566.632   538,483.207   MT  1.00001107   -0 34 53.7
 DO6157;SPC WI N     -   605,532.36  1,766,673.65   sFT  1.00001107   -0 34 53.7
 DO6157;UTM  15      - 5,187,985.472   667,327.857   MT  0.99994414   +1 36 00.8
 DO6157
 DO6157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6157!SPC WI N     -   0.99996860  x   1.00001107  =   0.99997967
 DO6157!UTM  15      -   0.99996860  x   0.99994414  =   0.99991274
 DO6157
 DO6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6732787985(NAD 83)
 DO6157
 DO6157                          SUPERSEDED SURVEY CONTROL
 DO6157
 DO6157  NAVD 88 (07/25/13)  232.100  (m)          761.48   (f) SUPERSEDED  2 1
 DO6157
 DO6157.Superseded values are not recommended for survey control.
 DO6157
 DO6157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6157.See file dsdata.pdf to determine how the superseded data were derived.
 DO6157
 DO6157_MARKER: DD = SURVEY DISK
 DO6157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6157_STAMPING: BAYFIELD E GPS 2010
 DO6157_MARK LOGO: WIDT
 DO6157_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6157+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2020
 DO6157
 DO6157  HISTORY     - Date     Condition        Report By
 DO6157  HISTORY     - 2011     MONUMENTED       WIDT
 DO6157  HISTORY     - 20120626 GOOD             WIDT
 DO6157  HISTORY     - 20200702 GOOD             WIDT
 DO6157
 DO6157                          STATION DESCRIPTION
 DO6157
 DO6157'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6157'THE STATION IS 14.2 MI (22.8 KM) EAST-SOUTHEAST OF CORNUCOPIA, 2.3 MI
 DO6157'(3.7 KM) SOUTHWEST OF RED CLIFF, AND ABOUT 1 MI (1.6 KM) NORTH OF THE
 DO6157'CITY OF BAYFIELD.
 DO6157'
 DO6157'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6157'HIGHWAY J, IN THE NORTHEAST QUADRANT OF THE INTERSECTION, ABOUT 1 MI
 DO6157'(1.6 KM) NORTHEAST OF THE CITY OF BAYFIELD.
 DO6157'
 DO6157'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6157'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6157'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 2 CM (1
 DO6157'INCH) ABOVE THE GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY
 DO6157'PAVEMENT.  THE STATION IS 15.1 M (49.5 FT) EAST-SOUTHEAST OF THE
 DO6157'CENTERLINE OF STATE HIGHWAY 13, 11.6 M (38.1 FT) NORTH-NORTHEAST OF
 DO6157'THE EXTENDED CENTERLINE OF COUNTY HIGHWAY J, 32 M (105.0 FT)
 DO6157'SOUTH-SOUTHWEST OF THE CENTERLINE OF CONNIE'S LANE, 22.8 M (74.8 FT)
 DO6157'SOUTH-SOUTHWEST OF A TELEPHONE JUNCTION BOX --150 1--, 10.1 M (33.1
 DO6157'FT) NORTHWEST OF A YELLOW METAL RIGHT-OF-WAY POST, AND LOCATED IN THE
 DO6157'CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD POSTS.
 DO6157'
 DO6157'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6157'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH-NORTHEAST
 DO6157'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DO6157
 DO6157                          STATION RECOVERY (2020)
 DO6157
 DO6157'RECOVERY NOTE BY WI DEPT OF TRANSP 2020 (MJH)
 DO6157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0762 ***********************************************************************
 RM0762  DESIGNATION -  BAYFIELD LOT D
 RM0762  PID         -  RM0762
 RM0762  STATE/COUNTY-  WI/BAYFIELD
 RM0762  COUNTRY     -  US
 RM0762  USGS QUAD   -  BAYFIELD (2018)
 RM0762
 RM0762                         *CURRENT SURVEY CONTROL
 RM0762  ______________________________________________________________________
 RM0762* NAD 83(1996) POSITION- 46 50 03.03258(N) 090 51 05.59006(W)   ADJUSTED
 RM0762* NAVD 88 ORTHO HEIGHT -   417.1   (meters)     1368.    (feet) VERTCON3
 RM0762  ______________________________________________________________________
 RM0762  GEOID HEIGHT    -        -31.629 (meters)                     GEOID18
 RM0762  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 RM0762  HORZ ORDER      -  SECOND
 RM0762
 RM0762.The horizontal coordinates were established by classical geodetic methods
 RM0762.and adjusted by the National Geodetic Survey in March 1999.
 RM0762
 RM0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0762
 RM0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0762.GEOID18 height accuracy estimate available here.
 RM0762
 RM0762.Click photographs - Photos may exist for this station.
 RM0762
 RM0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0762
 RM0762. The following values were computed from the NAD 83(1996) position.
 RM0762
 RM0762;                    North         East     Units Scale Factor Converg.
 RM0762;SPC WI N     -   185,691.257   535,034.592   MT  1.00001305   -0 36 51.4
 RM0762;SPC WI N     -   609,222.07  1,755,359.32   sFT  1.00001305   -0 36 51.4
 RM0762;UTM  15      - 5,188,977.922   663,839.191   MT  0.99992994   +1 34 02.5
 RM0762
 RM0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0762!SPC WI N     -   0.99993957  x   1.00001305  =   0.99995262
 RM0762!UTM  15      -   0.99993957  x   0.99992994  =   0.99986952
 RM0762
 RM0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6383988977(NAD 83)
 RM0762
 RM0762                          SUPERSEDED SURVEY CONTROL
 RM0762
 RM0762  NAD 83(1991)-  46 50 03.03251(N)    090 51 05.58909(W) AD(       ) 2
 RM0762  NAD 83(1986)-  46 50 03.02414(N)    090 51 05.58155(W) AD(       ) 2
 RM0762  NAD 27      -  46 50 03.27571(N)    090 51 04.91193(W) AD(       ) 2
 RM0762  NGVD 29 (07/19/86)  417.1    (m)         1368.     (f) VERT ANG       
 RM0762
 RM0762.Superseded values are not recommended for survey control.
 RM0762
 RM0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0762.See file dsdata.pdf to determine how the superseded data were derived.
 RM0762
 RM0762_MARKER: DB = BENCH MARK DISK
 RM0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0762_STAMPING: BAYFIELD TOWER D 1934
 RM0762_MARK LOGO: USGS
 RM0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0762+STABILITY: SURFACE MOTION
 RM0762
 RM0762  HISTORY     - Date     Condition        Report By
 RM0762  HISTORY     - 1934     MONUMENTED       USGS
 RM0762  HISTORY     - 1953     GOOD             CGS
 RM0762  HISTORY     - 1977     GOOD             NGS
 RM0762  HISTORY     - 20000308 MARK NOT FOUND   USPSQD
 RM0762  HISTORY     - 20080429 MARK NOT FOUND   GEOCAC
 RM0762
 RM0762                          STATION DESCRIPTION
 RM0762
 RM0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0762'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF REDCLIFF AND ABOUT
 RM0762'2 MILES NORTHWEST OF BAYFIELD AT THE SITE OF THE U.S. FOREST
 RM0762'SERVICE BAYFIELD LOOKOUT TOWER.  STATION IS LOCATED UNDER
 RM0762'THE LOOKOUT TOWER.  THE MARK IS AN 8X8 CONCRETE BLOCK WHICH
 RM0762'PROJECTS ABOUT 6 INCHES.  THE DISK, A STANDARD U.S.G.S. BENCH
 RM0762'MARK, IS STAMPED BAYFIELD TOWER D 1934.
 RM0762'
 RM0762'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION
 RM0762'STATION BAYFIELD AND THE DISTANCE IS 14.833 METERS OR 48.66 FEET
 RM0762'EAST SOUTHEAST.
 RM0762'
 RM0762'TO REACH FROM THE BAYFIELD HOTEL IN BAYFIELD GO NORTH ON STATE
 RM0762'HIGHWAY 13 FOR 0.1 MILE.  TURN LEFT AND GO WESTERLY ON PAVED
 RM0762'ROAD FOR 1.15 MILES TO POINT WHERE ROAD CURVES LEFT AT NORTH EDGE
 RM0762'OF CEMETERY.  CONTINUE WESTERLY ON PAVED ROAD FOR 0.4 MILE
 RM0762'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON PAVED ROAD
 RM0762'FOR 1.0 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON
 RM0762'GRADED ROAD FOR 0.55 MILE TO LOOKOUT TOWER AND STATION.
 RM0762
 RM0762                          STATION RECOVERY (1977)
 RM0762
 RM0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 RM0762'STATION MARK WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION
 RM0762'FOLLOWS.
 RM0762'
 RM0762'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF SAND BAY,
 RM0762'3-1/4 MILES SOUTHWEST OF RED CLIFF, 2-1/2 MILES NORTHWEST OF
 RM0762'BAYFIELD, NEAR THE CENTER OF THE BASE OF THE BAYFIELD LOOKOUT
 RM0762'TOWER, AND ON THE PROPERTY OF THE BAYFIELD COUNTY FORESTRY
 RM0762'DEPARTMENT, BAYFIELD COUNTY COURT HOUSE, WASHBURN, WISCONSIN
 RM0762'54891, ATTENTION MR. WILLIAM HEPNER, TELEPHONE 715-779-3303.
 RM0762'
 RM0762'TO REACH THE STATION FROM THE BAYFIELD INN IN BAYFIELD, GO
 RM0762'NORTHEASTERLY ON STATE HIGHWAY 13 FOR 0.1 MILE TO THE JUNCTION
 RM0762'OF COUNTY HIGHWAY I, WASHBURN AVENUE.  TURN LEFT AND GO WEST, NORTH
 RM0762'AND WEST ON COUNTY HIGHWAY I FOR 1.55 MILES TO THE JUNCTION OF
 RM0762'COUNTY HIGHWAY J.  TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY J
 RM0762'FOR 1.0 MILE TO A NARROW PAVED SIDE ROAD LEFT.  TURN LEFT AND GO
 RM0762'WESTERLY ON THE PAVED ROAD FOR 0.55 MILE TO THE BAYFIELD LOOKOUT
 RM0762'TOWER AND THE STATION ON THE LEFT.
 RM0762'
 RM0762'THE STATION IS A STANDARD USGS DISK
 RM0762'STAMPED---BAYFIELD TOWER D 1934---,
 RM0762'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A SIDE
 RM0762'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 RM0762'NEAR THE CENTER OF THE BASE OF THE LOOKOUT
 RM0762'TOWER.
 RM0762
 RM0762                          STATION RECOVERY (2000)
 RM0762
 RM0762'RECOVERY NOTE BY US POWER SQUADRON 2000
 RM0762'MARK NOT FOUND.
 RM0762
 RM0762                          STATION RECOVERY (2008)
 RM0762
 RM0762'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 RM0762'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6146 ***********************************************************************
 DO6146  DESIGNATION -  BAYFIELD NW GPS
 DO6146  PID         -  DO6146
 DO6146  STATE/COUNTY-  WI/BAYFIELD
 DO6146  COUNTRY     -  US
 DO6146  USGS QUAD   -  MAWIKWE BAY (2018)
 DO6146
 DO6146                         *CURRENT SURVEY CONTROL
 DO6146  ______________________________________________________________________
 DO6146* NAD 83(2011) POSITION- 46 52 59.13624(N) 091 01 25.13096(W)   ADJUSTED
 DO6146* NAD 83(2011) ELLIP HT-   202.311 (meters)        (05/27/14)   ADJUSTED
 DO6146* NAD 83(2011) EPOCH   -  2010.00
 DO6146* NAVD 88 ORTHO HEIGHT -   233.566 (meters)      766.29  (feet) ADJUSTED
 DO6146  ______________________________________________________________________
 DO6146  GEOID HEIGHT    -        -31.254 (meters)                     GEOID18
 DO6146  NAD 83(2011) X  -    -78,022.506 (meters)                     COMP
 DO6146  NAD 83(2011) Y  - -4,366,624.961 (meters)                     COMP
 DO6146  NAD 83(2011) Z  -  4,633,039.204 (meters)                     COMP
 DO6146  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DO6146  DYNAMIC HEIGHT  -        233.584 (meters)      766.35  (feet) COMP
 DO6146  MODELED GRAVITY -    980,689.1   (mgal)                       NAVD 88
 DO6146
 DO6146  VERT ORDER      -  SECOND    CLASS I
 DO6146
 DO6146  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6146  Standards:
 DO6146         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6146            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6146  -------------------------------------------------------------------
 DO6146  NETWORK    0.69   0.90           0.31   0.25   0.46      0.03421834
 DO6146  -------------------------------------------------------------------
 DO6146  Click here for local accuracies and other accuracy information.
 DO6146
 DO6146.The horizontal coordinates were established by GPS observations
 DO6146.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6146
 DO6146.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6146.been affixed to the stable North American tectonic plate. See 
 DO6146.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6146
 DO6146.The horizontal coordinates are valid at the epoch date displayed above
 DO6146.which is a decimal equivalence of Year/Month/Day.
 DO6146
 DO6146.The orthometric height was determined by differential leveling and
 DO6146.adjusted by the NATIONAL GEODETIC SURVEY
 DO6146.in February 2017.
 DO6146
 DO6146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6146.GEOID18 height accuracy estimate available here.
 DO6146
 DO6146.Click photographs - Photos may exist for this station.
 DO6146
 DO6146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6146
 DO6146.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6146
 DO6146.The ellipsoidal height was determined by GPS observations
 DO6146.and is referenced to NAD 83.
 DO6146
 DO6146.The dynamic height is computed by dividing the NAVD 88
 DO6146.geopotential number by the normal gravity value computed on the
 DO6146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6146.degrees latitude (g = 980.6199 gals.).
 DO6146
 DO6146.The modeled gravity was interpolated from observed gravity values.
 DO6146
 DO6146. The following values were computed from the NAD 83(2011) position.
 DO6146
 DO6146;                    North         East     Units Scale Factor Converg.
 DO6146;SPC WI N     -   191,283.975   521,976.149   MT  1.00002337   -0 44 18.3
 DO6146;SPC WI N     -   627,570.84  1,712,516.75   sFT  1.00002337   -0 44 18.3
 DO6146;UTM  15      - 5,194,068.927   650,578.836   MT  0.99987869   +1 26 34.5
 DO6146
 DO6146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6146!SPC WI N     -   0.99996829  x   1.00002337  =   0.99999166
 DO6146!UTM  15      -   0.99996829  x   0.99987869  =   0.99984698
 DO6146
 DO6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5057894068(NAD 83)
 DO6146
 DO6146                          SUPERSEDED SURVEY CONTROL
 DO6146
 DO6146  NAVD 88 (07/25/13)  233.582  (m)          766.34   (f) SUPERSEDED  2 1
 DO6146
 DO6146.Superseded values are not recommended for survey control.
 DO6146
 DO6146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6146.See file dsdata.pdf to determine how the superseded data were derived.
 DO6146
 DO6146_MARKER: DD = SURVEY DISK
 DO6146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6146_STAMPING: BAYFIELD NW GPS 2010
 DO6146_MARK LOGO: WIDT
 DO6146_PROJECTION: PROJECTING 8 CENTIMETERS
 DO6146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6146+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DO6146
 DO6146  HISTORY     - Date     Condition        Report By
 DO6146  HISTORY     - 2011     MONUMENTED       WIDT
 DO6146  HISTORY     - 20120629 GOOD             WIDT
 DO6146
 DO6146                          STATION DESCRIPTION
 DO6146
 DO6146'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6146'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) EAST-NORTHEAST OF
 DO6146'HERBSTER, 10.9 MI (17.5 KM) WEST-NORTHWEST OF BAYFIELD AND 4.2 MI (6.8
 DO6146'KM) EAST-NORTHEAST OF CORNUCOPIA.
 DO6146'
 DO6146'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6146'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DO6146'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO EASTERLY ON
 DO6146'STATE HIGHWAY 13 FOR 4.3 MI (6.9 KM) TO MEYERS ROAD ON THE LEFT.
 DO6146'CONTINUE EAST THEN NORTHEAST ON STATE HIGHWAY 13 FOR 1.0 MI (1.6 KM)
 DO6146'TO THE STATION ON THE RIGHT.
 DO6146'
 DO6146'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6146'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6146'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 8 CM (3
 DO6146'INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DO6146'THE HIGHWAY PAVEMENT.  THE STATION IS 15.3 M (50.2 FT) SOUTHEAST OF
 DO6146'THE CENTERLINE OF STATE HIGHWAY 13, 64.0 M (210.0 FT) EAST OF A YELLOW
 DO6146'METAL RIGHT-OF-WAY POST, 42.0 M (137.8 FT) SOUTH OF A YELLOW METAL
 DO6146'RIGHT-OF-WAY POST, 29.3 M (96.1 FT) SOUTHWEST OF A YELLOW METAL
 DO6146'RIGHT-OF-WAY POST, 3.7 M (12.1 FT) NORTHWEST OF AN ELECTRIC FENCE
 DO6146'LINE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE
 DO6146'4X4 GUARD POSTS.
 DO6146'
 DO6146'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6146'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB6933 ***********************************************************************
 AB6933  DESIGNATION -  BAYFIELD RESET
 AB6933  PID         -  AB6933
 AB6933  STATE/COUNTY-  WI/BAYFIELD
 AB6933  COUNTRY     -  US
 AB6933  USGS QUAD   -  BAYFIELD (2018)
 AB6933
 AB6933                         *CURRENT SURVEY CONTROL
 AB6933  ______________________________________________________________________
 AB6933* NAD 83(1996) POSITION- 46 50 03.08945(N) 090 51 06.28510(W)   ADJUSTED
 AB6933* NAVD 88 ORTHO HEIGHT -   416.4   (meters)     1366.    (feet) VERTCON3
 AB6933  ______________________________________________________________________
 AB6933  GEOID HEIGHT    -        -31.629 (meters)                     GEOID18
 AB6933  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 AB6933  HORZ ORDER      -  SECOND
 AB6933
 AB6933.The horizontal coordinates were established by classical geodetic methods
 AB6933.and adjusted by the National Geodetic Survey in March 1999.
 AB6933
 AB6933.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB6933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB6933
 AB6933.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6933.GEOID18 height accuracy estimate available here.
 AB6933
 AB6933.Click photographs - Photos may exist for this station.
 AB6933
 AB6933.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB6933
 AB6933. The following values were computed from the NAD 83(1996) position.
 AB6933
 AB6933;                    North         East     Units Scale Factor Converg.
 AB6933;SPC WI N     -   185,693.171   535,019.883   MT  1.00001305   -0 36 51.9
 AB6933;SPC WI N     -   609,228.35  1,755,311.07   sFT  1.00001305   -0 36 51.9
 AB6933;UTM  15      - 5,188,979.274   663,824.420   MT  0.99992988   +1 34 02.0
 AB6933
 AB6933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6933!SPC WI N     -   0.99993968  x   1.00001305  =   0.99995273
 AB6933!UTM  15      -   0.99993968  x   0.99992988  =   0.99986957
 AB6933
 AB6933:                Primary Azimuth Mark                     Grid Az
 AB6933:SPC WI N     -  ODANAH                                   155 41 41.9
 AB6933:UTM  15      -  ODANAH                                   153 30 48.0
 AB6933
 AB6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6382488979(NAD 83)
 AB6933
 AB6933|---------------------------------------------------------------------|
 AB6933| PID    Reference Object                     Distance      Geod. Az  |
 AB6933|                                                           dddmmss.s |
 AB6933| CJ1849 BAYFIELD RM 4                        23.964 METERS 05824     |
 AB6933| CJ1846 BAYFIELD RM 1                        24.028 METERS 05833     |
 AB6933| RM0762 BAYFIELD LOT D                       14.834 METERS 09648     |
 AB6933| RM0771 BAYFIELD LOT                         14.836 METERS 09649     |
 AB6933| RM0766 BAYFIELD USCG RELAY TOWER           462.006 METERS 1241535.8 |
 AB6933| CJ1848 BAYFIELD RM 3                        27.410 METERS 13534     |
 AB6933| RM0765 BAYFIELD DNR RELAY TOWER            APPROX. 0.9 KM 1393309.8 |
 AB6933| RM0720 ODANAH                              APPROX.27.6 KM 1550450.0 |
 AB6933| CJ1847 BAYFIELD RM 2                        26.533 METERS 18050     |
 AB6933|---------------------------------------------------------------------|
 AB6933
 AB6933                          SUPERSEDED SURVEY CONTROL
 AB6933
 AB6933  NAD 83(1991)-  46 50 03.08937(N)    090 51 06.28413(W) AD(       ) 2
 AB6933  NAD 83(1986)-  46 50 03.08101(N)    090 51 06.27657(W) AD(       ) 2
 AB6933  NAD 27      -  46 50 03.33254(N)    090 51 05.60648(W) AD(       ) 2
 AB6933  NGVD 29 (07/19/86)  416.4    (m)         1366.     (f) VERT ANG       
 AB6933
 AB6933.Superseded values are not recommended for survey control.
 AB6933
 AB6933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6933.See file dsdata.pdf to determine how the superseded data were derived.
 AB6933
 AB6933_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6933_STAMPING: BAYFIELD 1953 1978
 AB6933_MARK LOGO: NGS
 AB6933_PROJECTION: FLUSH
 AB6933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6933+STABILITY: SURFACE MOTION
 AB6933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6933+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AB6933
 AB6933  HISTORY     - Date     Condition        Report By
 AB6933  HISTORY     - 1978     MONUMENTED       NGS
 AB6933  HISTORY     - 1986     GOOD             NGS
 AB6933  HISTORY     - 20000308 MARK NOT FOUND   USPSQD
 AB6933  HISTORY     - 20080429 MARK NOT FOUND   GEOCAC
 AB6933
 AB6933                          STATION DESCRIPTION
 AB6933
 AB6933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AB6933'THE STATION WAS RECOVERED WITH THE DISK REMOVED AND THE
 AB6933'CONCRETE MONUMENT DISTURBED.  REFERENCE MARK 1 WAS RECOVERED
 AB6933'WITH THE ARROW ON THE DISK POINTING TO THE NORTH, WITH
 AB6933'EVIDENCE THAT IT HAD BEEN REPOSITIONED.  REFERENCE MARK 2
 AB6933'WAS FOUND DESTROYED.  A NEW STATION SURFACE MARK WAS SET
 AB6933'HOLDING THE ORIGINAL UNDERGROUND POINT AND A REFERENCE MARK 3
 AB6933'WAS ESTABLISHED AT THIS TIME.  REFERENCE MARK 1 WAS RESTAMPED
 AB6933'TO BE REFERENCE MARK 4.  A TRAVERSE TIE WAS MADE TO BAYFIELD
 AB6933'LOT D USGS 1939.
 AB6933'
 AB6933'THE STATION IS LOCATED 8 MILES SOUTH-SOUTHEAST OF SAND BAY,
 AB6933'3-1/4 MILES SOUTHWEST OF RED CLIFF, 2-1/2 MILES NORTHWEST OF
 AB6933'BAYFIELD, NEAR THE BAYFIELD LOOKOUT TOWER, AND ON PROPERTY
 AB6933'OF THE BAYFIELD COUNTY FORESTRY DEPARTMENT, BAYFIELD COUNTY
 AB6933'COURTHOUSE, WASHBURN, WISCONSIN 54891, ATTENTION MR. WILLIAM
 AB6933'HEPNER, TELEPHONE 715-779-3303.
 AB6933'
 AB6933'TO REACH FROM THE BAYFIELD INN, GO NORTHEASTERLY ON STATE
 AB6933'HIGHWAY 13 FOR O.1 MILE TO THE JUNCTION OF COUNTY HIGHWAY I,
 AB6933'WASHBURN AVENUE.  TURN LEFT AND GO WEST, NORTH, AND WEST ON
 AB6933'COUNTY HIGHWAY I FOR 1.55 MILES TO THE JUNCTION OF COUNTY
 AB6933'HIGHWAY J.  TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY J FOR
 AB6933'1.0 MILE TO A NARROW PAVED SIDE ROAD LEFT.  TURN LEFT AND GO
 AB6933'WESTERLY ON PAVED ROAD FOR 0.55 MILE TO THE BAYFIELD TOWER ON
 AB6933'THE LEFT AND THE STATION AHEAD 50 FEET.
 AB6933'
 AB6933'THE STATION IS A STANDARD NGS DISK
 AB6933'STAMPED---BAYFIELD 1953 1978---, SET INTO THE TOP OF A ROUND
 AB6933'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE
 AB6933'GROUND.  IT IS 39 FEET WEST FROM THE NORTHWEST LEG OF THE
 AB6933'LOOKOUT TOWER AND 17 FEET WEST-SOUTHWEST FROM THE CENTER OF A
 AB6933'GRAVELED ROAD.  THE UNDERGROUND MARK IS A STANDARD CGS DISK
 AB6933'STAMPED---BAYFIELD 1953---, SET INTO AN IRREGULAR MASS OF
 AB6933'CONCRETE 3 FEET BELOW THE SURFACE.
 AB6933'
 AB6933'REFERENCE MARK 3 IS A STANDARD NGS DISK
 AB6933'STAMPED---BAYFIELD 1953 NO 3 1978---, SET INTO THE TOP OF A
 AB6933'ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING
 AB6933'2 INCHES ABOVE THE GROUND.  IT IS
 AB6933'47 FEET SOUTH-SOUTHEAST FROM THE SOUTHEAST LEG OF THE LOOKOUT
 AB6933'TOWER AND 24 FEET SOUTHEAST FROM THE CENTER OF THE GRAVELED
 AB6933'ROAD.
 AB6933'
 AB6933'REFERENCE MARK 4 IS A STANDARD CGS DISK
 AB6933'STAMPED---BAYFIELD NO 4 1953 1978---, SET INTO THE TOP OF A
 AB6933'SQUARE CONCRETE MONUMENT 12 INCHES ON A SIDE PROJECTING
 AB6933'4 INCHES ABOVE THE GROUND.  IT IS
 AB6933'46 FEET NORTHEAST FROM THE NORTHWEST LEG OF THE LOOKOUT TOWER
 AB6933'AND 7 FEET NORTH FROM THE CENTER OF THE GRAVELED ROAD.
 AB6933'
 AB6933'BAYFIELD LOT D USGS 1939 IS A U.S. GEOLOGICAL SURVEY BENCH
 AB6933'MARK DISK STAMPED---BAYFIELD TOWER D 1934---, SET INTO THE TOP
 AB6933'OF A SQUARE CONCRETE MONUMENT 8 INCHES ON A SIDE PROJECTING
 AB6933'5 INCHES ABOVE THE GROUND.  IT IS NEAR THE CENTER OF THE BASE
 AB6933'OF THE LOOKOUT TOWER.
 AB6933'
 AB6933'HEIGHT OF LIGHT ABOVE STATION MARK WAS 34.3 METERS.  NO
 AB6933'SUITABLE LOCATION FOR AN AZIMUTH MARK.
 AB6933
 AB6933                          STATION RECOVERY (1986)
 AB6933
 AB6933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AB6933'RECOVERED IN GOOD CONDITION.
 AB6933
 AB6933                          STATION RECOVERY (2000)
 AB6933
 AB6933'RECOVERY NOTE BY US POWER SQUADRON 2000
 AB6933'MARK NOT FOUND.
 AB6933
 AB6933                          STATION RECOVERY (2008)
 AB6933
 AB6933'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 AB6933'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0766 ***********************************************************************
 RM0766  DESIGNATION -  BAYFIELD USCG RELAY TOWER
 RM0766  PID         -  RM0766
 RM0766  STATE/COUNTY-  WI/BAYFIELD
 RM0766  COUNTRY     -  US
 RM0766  USGS QUAD   -  BAYFIELD (2018)
 RM0766
 RM0766                         *CURRENT SURVEY CONTROL
 RM0766  ______________________________________________________________________
 RM0766* NAD 83(1996) POSITION- 46 49 54.66656(N) 090 50 48.26750(W)   ADJUSTED
 RM0766  ______________________________________________________________________
 RM0766  GEOID HEIGHT    -        -31.643 (meters)                     GEOID18
 RM0766  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 RM0766  HORZ ORDER      -  THIRD
 RM0766
 RM0766.The horizontal coordinates were established by classical geodetic methods
 RM0766.and adjusted by the National Geodetic Survey in March 1999.
 RM0766
 RM0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0766.GEOID18 height accuracy estimate available here.
 RM0766
 RM0766.Click photographs - Photos may exist for this station.
 RM0766
 RM0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0766
 RM0766. The following values were computed from the NAD 83(1996) position.
 RM0766
 RM0766;                    North         East     Units Scale Factor Converg.
 RM0766;SPC WI N     -   185,429.002   535,398.921   MT  1.00001257   -0 36 38.9
 RM0766;SPC WI N     -   608,361.65  1,756,554.63   sFT  1.00001257   -0 36 38.9
 RM0766;UTM  15      - 5,188,729.746   664,213.208   MT  0.99993145   +1 34 15.0
 RM0766
 RM0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6421388729(NAD 83)
 RM0766
 RM0766                          SUPERSEDED SURVEY CONTROL
 RM0766
 RM0766  NAD 83(1991)-  46 49 54.66656(N)    090 50 48.26668(W) AD(       ) 3
 RM0766  NAD 83(1986)-  46 49 54.65758(N)    090 50 48.25847(W) AD(       ) 3
 RM0766  NAD 27      -  46 49 54.90939(N)    090 50 47.58967(W) AD(       ) 3
 RM0766
 RM0766.Superseded values are not recommended for survey control.
 RM0766
 RM0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0766.See file dsdata.pdf to determine how the superseded data were derived.
 RM0766
 RM0766_MARKER: 43 = RADIO/TV TOWER
 RM0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0766+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 RM0766
 RM0766  HISTORY     - Date     Condition        Report By
 RM0766  HISTORY     - 1978     FIRST OBSERVED   NGS
 RM0766  HISTORY     - 20000308 GOOD             USPSQD
 RM0766  HISTORY     - 20040504 GOOD             USPSQD
 RM0766
 RM0766                          STATION DESCRIPTION
 RM0766
 RM0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0766'THE STATION, COAST GUARD STATION BAYFIELD GROUP DULUTH RELAY
 RM0766'TOWER, IS THE RED LIGHT ATOP A 3-LEGGED SELF-SUPPORTING
 RM0766'STRUCTURAL STEEL TOWER, PAINTED WITH ALTERNATE BANDS OF RED
 RM0766'AND WHITE, AND AN OVERALL HEIGHT OF 160 FEET.  IT IS LOCATED
 RM0766'ABOUT 3 MILES SOUTHWEST OF RED CLIFF, 1-3/4 MILES NORTHWEST
 RM0766'OF BAYFIELD, AND IN THE NORTHEAST 1/4 OF SECTION 10, T50N,
 RM0766'R4W.
 RM0766
 RM0766                          STATION RECOVERY (2000)
 RM0766
 RM0766'RECOVERY NOTE BY US POWER SQUADRON 2000
 RM0766'RECOVERED IN GOOD CONDITION.
 RM0766
 RM0766                          STATION RECOVERY (2004)
 RM0766
 RM0766'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0766'RECOVERED AS DESCRIBED IN GOOD CONDITION USPS JRD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0798 ***********************************************************************
 RM0798  DESIGNATION -  BAYVIEW LOT D
 RM0798  PID         -  RM0798
 RM0798  STATE/COUNTY-  WI/BAYFIELD
 RM0798  COUNTRY     -  US
 RM0798  USGS QUAD   -  MOUNT VALHALLA (2018)
 RM0798
 RM0798                         *CURRENT SURVEY CONTROL
 RM0798  ______________________________________________________________________
 RM0798* NAD 83(1996) POSITION- 46 44 12.65096(N) 091 01 28.10247(W)   ADJUSTED
 RM0798* NAVD 88 ORTHO HEIGHT -   431.    (meters)     1414.    (feet) SCALED
 RM0798  ______________________________________________________________________
 RM0798  GEOID HEIGHT    -        -31.519 (meters)                     GEOID18
 RM0798  LAPLACE CORR    -         -6.44  (seconds)                    DEFLEC18
 RM0798  HORZ ORDER      -  SECOND
 RM0798
 RM0798.The horizontal coordinates were established by classical geodetic methods
 RM0798.and adjusted by the National Geodetic Survey in March 1999.
 RM0798
 RM0798.The orthometric height was scaled from a topographic map.
 RM0798
 RM0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0798.GEOID18 height accuracy estimate available here.
 RM0798
 RM0798.Click photographs - Photos may exist for this station.
 RM0798
 RM0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0798
 RM0798. The following values were computed from the NAD 83(1996) position.
 RM0798
 RM0798;                    North         East     Units Scale Factor Converg.
 RM0798;SPC WI N     -   175,028.261   521,703.543   MT  0.99999468   -0 44 20.5
 RM0798;SPC WI N     -   574,238.55  1,711,622.37   sFT  0.99999468   -0 44 20.5
 RM0798;UTM  15      - 5,177,816.706   650,924.629   MT  0.99987998   +1 26 20.0
 RM0798
 RM0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0798!SPC WI N     -   0.99993737  x   0.99999468  =   0.99993205
 RM0798!UTM  15      -   0.99993737  x   0.99987998  =   0.99981736
 RM0798
 RM0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5092477816(NAD 83)
 RM0798
 RM0798                          SUPERSEDED SURVEY CONTROL
 RM0798
 RM0798  NAD 83(1991)-  46 44 12.65034(N)    091 01 28.10130(W) AD(       ) 2
 RM0798  NAD 83(1986)-  46 44 12.64383(N)    091 01 28.09524(W) AD(       ) 2
 RM0798  NAD 27      -  46 44 12.87400(N)    091 01 27.43700(W) AD(       ) 2
 RM0798
 RM0798.Superseded values are not recommended for survey control.
 RM0798
 RM0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0798.See file dsdata.pdf to determine how the superseded data were derived.
 RM0798
 RM0798_MARKER: DB = BENCH MARK DISK
 RM0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0798_STAMPING: BAYVIEW TOWER D 1934
 RM0798_MARK LOGO: USGS
 RM0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0798+STABILITY: SURFACE MOTION
 RM0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0798+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2012
 RM0798
 RM0798  HISTORY     - Date     Condition        Report By
 RM0798  HISTORY     - 1934     MONUMENTED       USGS
 RM0798  HISTORY     - 1953     GOOD             CGS
 RM0798  HISTORY     - 20120916 GOOD             MNDT
 RM0798
 RM0798                          STATION DESCRIPTION
 RM0798
 RM0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0798'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF BAYFIELD AND
 RM0798'7-1/2 MILES NORTHWEST OF WASHBURN ON U.S. FOREST SERVICE
 RM0798'PROPERTY AND DIRECTLY UNDER THE WASHBURN LOOKOUT TOWER.  THE MARK
 RM0798'IS AN 8 X 8 CONCRETE MARK, WHICH PROJECTS ABOUT 2 INCHES, AND
 RM0798'THE DISK, A STANDARD U.S.G.S. BENCH MARK IS STAMPED BAYVIEW
 RM0798'TOWER D 1934.
 RM0798'
 RM0798'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RM0798'WASHBURN TO STATION AND THE DISTANCE IS 7.295 METERS OR 23.93
 RM0798'FEET EAST.
 RM0798'
 RM0798'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 RM0798'COUNTY ROUTE C IN WASHBURN GO NORTHWESTERLY ON COUNTY ROUTE
 RM0798'C FOR 8.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 RM0798'NORTHEASTERLY ON GRADED ROAD FOR 1.6 MILES TO A SIDE ROAD
 RM0798'LEFT.  *TURN LEFT AND GO NORTHERLY ON SANDY ROAD FOR 0.4
 RM0798'MILE TO TOP OF HILL AND LOOKOUT TOWER AND STATION AS DESCRIBED.
 RM0798'*A 4 WHEEL DRIVE IS NECESSARY TO DRIVE THE LAST 0.4 MILE.
 RM0798
 RM0798                          STATION RECOVERY (2012)
 RM0798
 RM0798'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (GO)
 RM0798'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0335 ***********************************************************************
 NJ0335  DESIGNATION -  BB 111
 NJ0335  PID         -  NJ0335
 NJ0335  STATE/COUNTY-  WI/GRANT
 NJ0335  COUNTRY     -  US
 NJ0335  USGS QUAD   -  CUBA CITY (2018)
 NJ0335
 NJ0335                         *CURRENT SURVEY CONTROL
 NJ0335  ______________________________________________________________________
 NJ0335* NAD 83(1986) POSITION- 42 36 33.     (N) 090 27 16.     (W)   SCALED
 NJ0335* NAVD 88 ORTHO HEIGHT -   306.643 (meters)     1006.04  (feet) ADJUSTED
 NJ0335  ______________________________________________________________________
 NJ0335  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 NJ0335  DYNAMIC HEIGHT  -        306.546 (meters)     1005.73  (feet) COMP
 NJ0335  MODELED GRAVITY -    980,298.1   (mgal)                       NAVD 88
 NJ0335
 NJ0335  VERT ORDER      -  SECOND    CLASS 0
 NJ0335
 NJ0335.The horizontal coordinates were scaled from a map and have
 NJ0335.an estimated accuracy of +/- 6 seconds.
 NJ0335
 NJ0335.The orthometric height was determined by differential leveling and
 NJ0335.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0335.in June 1991.
 NJ0335
 NJ0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0335.GEOID18 height accuracy estimate available here.
 NJ0335
 NJ0335.Click photographs - Photos may exist for this station.
 NJ0335
 NJ0335.The dynamic height is computed by dividing the NAVD 88
 NJ0335.geopotential number by the normal gravity value computed on the
 NJ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0335.degrees latitude (g = 980.6199 gals.).
 NJ0335
 NJ0335.The modeled gravity was interpolated from observed gravity values.
 NJ0335
 NJ0335;                    North         East    Units  Estimated Accuracy
 NJ0335;SPC WI S     -    67,780.      562,710.      MT  (+/- 180 meters Scaled)
 NJ0335
 NJ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH088205(NAD 83)
 NJ0335
 NJ0335                          SUPERSEDED SURVEY CONTROL
 NJ0335
 NJ0335  NGVD 29 (??/??/92)  306.697  (m)         1006.22   (f) ADJ UNCH    2 0
 NJ0335
 NJ0335.Superseded values are not recommended for survey control.
 NJ0335
 NJ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0335.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0335
 NJ0335_MARKER: DB = BENCH MARK DISK
 NJ0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0335_STAMPING: BB 111 1934
 NJ0335_MARK LOGO: CGS
 NJ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0335+STABILITY: SURFACE MOTION
 NJ0335
 NJ0335  HISTORY     - Date     Condition        Report By
 NJ0335  HISTORY     - 1934     MONUMENTED       CGS
 NJ0335  HISTORY     - 19980831 MARK NOT FOUND   USPSQD
 NJ0335
 NJ0335                          STATION DESCRIPTION
 NJ0335
 NJ0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0335'2.4 MI S FROM CUBA CITY.
 NJ0335'2.4 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE CHICAGO AND NORTH
 NJ0335'WESTERN RAILWAY STATION AT CUBA CITY, GRANT COUNTY, THENCE 4.0
 NJ0335'MILES WEST ALONG COUNTY HIGHWAY H, AT THE JUNCTION WITH A ROAD
 NJ0335'LEADING SOUTH, 54 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, 30
 NJ0335'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET EAST OF A
 NJ0335'FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, AND 1-1/2 FEET HIGHER
 NJ0335'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED BB 111 1934 AND SET IN
 NJ0335'THE TOP OF A CONCRETE POST.
 NJ0335
 NJ0335                          STATION RECOVERY (1998)
 NJ0335
 NJ0335'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0335'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1825 ***********************************************************************
 DP1825  DESIGNATION -  BDJ A
 DP1825  PID         -  DP1825
 DP1825  STATE/COUNTY-  WI/VILAS
 DP1825  COUNTRY     -  US
 DP1825  USGS QUAD   -  PRESQUE ISLE (2018)
 DP1825
 DP1825                         *CURRENT SURVEY CONTROL
 DP1825  ______________________________________________________________________
 DP1825* NAD 83(2011) POSITION- 46 08 20.81895(N) 089 38 43.55761(W)   ADJUSTED
 DP1825* NAD 83(2011) ELLIP HT-   476.280 (meters)        (04/30/14)   ADJUSTED
 DP1825* NAD 83(2011) EPOCH   -  2010.00
 DP1825* NAVD 88 ORTHO HEIGHT -   507.303 (meters)     1664.38  (feet) ADJUSTED
 DP1825  ______________________________________________________________________
 DP1825  GEOID HEIGHT    -        -31.028 (meters)                     GEOID18
 DP1825  NAD 83(2011) X  -     27,398.907 (meters)                     COMP
 DP1825  NAD 83(2011) Y  - -4,427,429.053 (meters)                     COMP
 DP1825  NAD 83(2011) Z  -  4,576,319.048 (meters)                     COMP
 DP1825  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 DP1825  DYNAMIC HEIGHT  -        507.297 (meters)     1664.36  (feet) COMP
 DP1825  MODELED GRAVITY -    980,587.0   (mgal)                       NAVD 88
 DP1825
 DP1825  VERT ORDER      -  SECOND    CLASS I
 DP1825
 DP1825  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1825  Standards:
 DP1825         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1825            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1825  -------------------------------------------------------------------
 DP1825  NETWORK    0.27   0.37           0.12   0.10   0.19     -0.09272684
 DP1825  -------------------------------------------------------------------
 DP1825  Click here for local accuracies and other accuracy information.
 DP1825
 DP1825.The horizontal coordinates were established by GPS observations
 DP1825.and adjusted by the WI DEPT OF TRANSP in April 2014.
 DP1825
 DP1825.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1825.been affixed to the stable North American tectonic plate. See 
 DP1825.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1825
 DP1825.The horizontal coordinates are valid at the epoch date displayed above
 DP1825.which is a decimal equivalence of Year/Month/Day.
 DP1825
 DP1825.The orthometric height was determined by differential leveling and
 DP1825.adjusted by the NATIONAL GEODETIC SURVEY
 DP1825.in February 2017.
 DP1825
 DP1825.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1825.GEOID18 height accuracy estimate available here.
 DP1825
 DP1825.Click photographs - Photos may exist for this station.
 DP1825
 DP1825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1825
 DP1825.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1825
 DP1825.The ellipsoidal height was determined by GPS observations
 DP1825.and is referenced to NAD 83.
 DP1825
 DP1825.The dynamic height is computed by dividing the NAVD 88
 DP1825.geopotential number by the normal gravity value computed on the
 DP1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1825.degrees latitude (g = 980.6199 gals.).
 DP1825
 DP1825.The modeled gravity was interpolated from observed gravity values.
 DP1825
 DP1825. The following values were computed from the NAD 83(2011) position.
 DP1825
 DP1825;                    North         East     Units Scale Factor Converg.
 DP1825;SPC WI N     -   108,143.330   627,395.455   MT  0.99994547   +0 15 20.8
 DP1825;SPC WI N     -   354,800.24  2,058,379.92   sFT  0.99994547   +0 15 20.8
 DP1825;UTM  16      - 5,112,906.729   295,674.798   MT  1.00011324   -1 54 29.1
 DP1825
 DP1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1825!SPC WI N     -   0.99992534  x   0.99994547  =   0.99987082
 DP1825!UTM  16      -   0.99992534  x   1.00011324  =   1.00003857
 DP1825
 DP1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9567412906(NAD 83)
 DP1825
 DP1825                          SUPERSEDED SURVEY CONTROL
 DP1825
 DP1825  NAVD 88 (03/19/14)  507.342  (m)         1664.50   (f) SUPERSEDED  2 1
 DP1825
 DP1825.Superseded values are not recommended for survey control.
 DP1825
 DP1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1825.See file dsdata.pdf to determine how the superseded data were derived.
 DP1825
 DP1825_MARKER: DD = SURVEY DISK
 DP1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1825_STAMPING: BDJA 2012
 DP1825_MARK LOGO: WIDT
 DP1825_PROJECTION: FLUSH
 DP1825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1825+STABILITY: SURFACE MOTION
 DP1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1825+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 DP1825
 DP1825  HISTORY     - Date     Condition        Report By
 DP1825  HISTORY     - 2012     MONUMENTED       WIDT
 DP1825  HISTORY     - 20130819 GOOD             WIDT
 DP1825
 DP1825                          STATION DESCRIPTION
 DP1825
 DP1825'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1825'THE STATION IS LOCATED AT THE BOULDER JUNCTION AIRPORT (BDJ),
 DP1825'APPROXIMATELY 20.9 MI (33.6 KM) WEST-SOUTHWEST OF LAND O'LAKES, 8.3 MI
 DP1825'(13.4 KM) SOUTHEAST OF PRESQUE ISLE AND 1.5 MI (2.4 KM) NORTHWEST OF
 DP1825'BOULDER JUNCTION.
 DP1825'
 DP1825'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WEST (MAIN
 DP1825'STREET) WITH COUNTY HIGHWAY M NORTH IN THE COMMUNITY OF BOULDER
 DP1825'JUNCTION, GO NORTH ON COUNTY HIGHWAY M FOR 2.55 MI (4.1 KM) TO
 DP1825'DAIRYMEN'S ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON DAIRYMEN'S ROAD
 DP1825'FOR 0.9 MI (1.4 KM) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO
 DP1825'SOUTH ON AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO A RIGHT TURN IN AIRPORT
 DP1825'ROAD AND THE STATION ON THE LEFT, LOCATED IN THE GRASS INFIELD AREA
 DP1825'NEAR THE INTERSECTION OF THE TWO GRASS RUNWAYS AND APPROXIMATELY
 DP1825'IN-LINE WITH AIRPORT ROAD EXTENDED EAST.
 DP1825'
 DP1825'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1825'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1825'INCH) CONCRETE POST 2.4 M (7.9 FT) DEEP AND ABOUT LEVEL WITH GRADE.
 DP1825'THE STATION IS LOCATED IN THE NORTHERNMOST QUADRANT OF THE
 DP1825'INTERSECTING MOWED GRASS RUNWAYS, 60.0 M (196.9 FT) NORTHEAST OF THE
 DP1825'NORTHEAST EDGE OF GRAVEL OF AIRPORT ROAD, APPROXIMATELY 27 M (88.6 FT)
 DP1825'NORTHEAST OF THE CENTER OF GRASS RUNWAY 16/34 AND LOCATED IN THE
 DP1825'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP1825'
 DP1825'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1825'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0787 ***********************************************************************
 RM0787  DESIGNATION -  BEACH
 RM0787  PID         -  RM0787
 RM0787  STATE/COUNTY-  WI/BAYFIELD
 RM0787  COUNTRY     -  US
 RM0787  USGS QUAD   -  SAND ISLAND (2018)
 RM0787
 RM0787                         *CURRENT SURVEY CONTROL
 RM0787  ______________________________________________________________________
 RM0787* NAD 83(1996) POSITION- 46 55 52.28577(N) 090 55 33.25313(W)   ADJUSTED
 RM0787* NAVD 88 ORTHO HEIGHT -   185.1   (meters)      607.    (feet) VERTCON3
 RM0787  ______________________________________________________________________
 RM0787  GEOID HEIGHT    -        -31.208 (meters)                     GEOID18
 RM0787  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 RM0787  HORZ ORDER      -  SECOND
 RM0787
 RM0787.The horizontal coordinates were established by classical geodetic methods
 RM0787.and adjusted by the National Geodetic Survey in March 1999.
 RM0787
 RM0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0787
 RM0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0787.GEOID18 height accuracy estimate available here.
 RM0787
 RM0787.Click photographs - Photos may exist for this station.
 RM0787
 RM0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0787
 RM0787. The following values were computed from the NAD 83(1996) position.
 RM0787
 RM0787;                    North         East     Units Scale Factor Converg.
 RM0787;SPC WI N     -   196,539.238   529,488.299   MT  1.00003425   -0 40 04.5
 RM0787;SPC WI N     -   644,812.48  1,737,162.86   sFT  1.00003425   -0 40 04.5
 RM0787;UTM  15      - 5,199,605.690   657,884.417   MT  0.99990638   +1 30 55.8
 RM0787
 RM0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0787!SPC WI N     -   0.99997587  x   1.00003425  =   1.00001012
 RM0787!UTM  15      -   0.99997587  x   0.99990638  =   0.99988225
 RM0787
 RM0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5788499605(NAD 83)
 RM0787
 RM0787                          SUPERSEDED SURVEY CONTROL
 RM0787
 RM0787  NAD 83(1991)-  46 55 52.28582(N)    090 55 33.25181(W) AD(       ) 2
 RM0787  NAD 83(1986)-  46 55 52.27740(N)    090 55 33.24394(W) AD(       ) 2
 RM0787  NAD 27      -  46 55 52.53588(N)    090 55 32.55208(W) AD(       ) 2
 RM0787  NGVD 29 (07/19/86)  185.1    (m)          607.     (f) VERT ANG       
 RM0787
 RM0787.Superseded values are not recommended for survey control.
 RM0787
 RM0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0787.See file dsdata.pdf to determine how the superseded data were derived.
 RM0787
 RM0787_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0787_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0787_STAMPING: BEACH 1978
 RM0787_MARK LOGO: NGS
 RM0787_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0787
 RM0787  HISTORY     - Date     Condition        Report By
 RM0787  HISTORY     - 1978     MONUMENTED       NGS
 RM0787  HISTORY     - 20080507 MARK NOT FOUND   GEOCAC
 RM0787
 RM0787                          STATION DESCRIPTION
 RM0787
 RM0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0787'THE STATION IS LOCATED 10 MILES NORTHWEST OF BAYFIELD, ON THE
 RM0787'SHORE OF LAKE SUPERIOR AT SAND BAY.
 RM0787'
 RM0787'TO REACH FROM 1/2 BLOCK NORTH OF THE POST OFFICE IN
 RM0787'BAYFIELD, GO 0.05 MILE EAST TO
 RM0787'AN INTERSECTION.  TURN LEFT AND GO NORTH AND WEST ON HIGHWAY 13
 RM0787'FOR 9.7 MILES TO THE JUNCTION OF COUNTY ROAD K.  TURN RIGHT ON
 RM0787'COUNTY ROAD K AND GO 1.1 MILES NORTH TO THE Y-JUNCTION OF A
 RM0787'GRAVEL ROAD.  BEAR LEFT ON THE GRAVEL ROAD AND GO NORTHERLY FOR
 RM0787'2.2 MILES TO A T-JUNCTION.  TURN LEFT ON A DIRT ROAD AND GO
 RM0787'0.5 MILE WESTERLY TO AN OPEN SANDY AREA ON THE BEACH AND THE
 RM0787'STATION ON YOUR RIGHT.
 RM0787'
 RM0787'THE STATION IS A STANDARD NGS DISK STAMPED---BEACH 1978---,
 RM0787'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE THAT PROJECTS 3
 RM0787'INCHES.  IT IS
 RM0787'113 FEET WEST FROM A LONE DEAD PINE TREE ON THE BEACH,
 RM0787'12.5 FEET NORTH FROM THE CENTER OF THE DIRT ROAD,
 RM0787'12 FEET SOUTH FROM THE HIGH WATER LINE, AND
 RM0787'3.8 FEET EAST FROM A WITNESS SIGN ON A STEEL POST.
 RM0787'
 RM0787'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 RM0787
 RM0787                          STATION RECOVERY (2008)
 RM0787
 RM0787'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 RM0787'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1251 ***********************************************************************
 PN1251  DESIGNATION -  BEAGLE
 PN1251  PID         -  PN1251
 PN1251  STATE/COUNTY-  WI/PORTAGE
 PN1251  COUNTRY     -  US
 PN1251  USGS QUAD   -  NEW HOPE (2018)
 PN1251
 PN1251                         *CURRENT SURVEY CONTROL
 PN1251  ______________________________________________________________________
 PN1251* NAD 83(1991) POSITION- 44 30 14.54475(N) 089 15 59.15601(W)   ADJUSTED
 PN1251* NAVD 88 ORTHO HEIGHT -   357.4   (meters)     1173.    (feet) VERTCON3
 PN1251  ______________________________________________________________________
 PN1251  GEOID HEIGHT    -        -36.182 (meters)                     GEOID18
 PN1251  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 PN1251  HORZ ORDER      -  SECOND
 PN1251
 PN1251.The horizontal coordinates were established by classical geodetic methods
 PN1251.and adjusted by the National Geodetic Survey in November 1991.
 PN1251
 PN1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1251
 PN1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1251.GEOID18 height accuracy estimate available here.
 PN1251
 PN1251.Click photographs - Photos may exist for this station.
 PN1251
 PN1251.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1251
 PN1251. The following values were computed from the NAD 83(1991) position.
 PN1251
 PN1251;                    North         East     Units Scale Factor Converg.
 PN1251;SPC WI C     -    74,791.075   658,333.266   MT  0.99996168   +0 31 03.3
 PN1251;SPC WI C     -   245,377.05  2,159,881.72   sFT  0.99996168   +0 31 03.3
 PN1251;UTM  16      - 4,930,356.389   319,835.296   MT  0.99999919   -1 35 20.8
 PN1251
 PN1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1251!SPC WI C     -   0.99994964  x   0.99996168  =   0.99991132
 PN1251!UTM  16      -   0.99994964  x   0.99999919  =   0.99994883
 PN1251
 PN1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1983530356(NAD 83)
 PN1251
 PN1251|---------------------------------------------------------------------|
 PN1251| PID    Reference Object                     Distance      Geod. Az  |
 PN1251|                                                           dddmmss.s |
 PN1251| CS5137 BEAGLE RM 1                           9.651 METERS 00152     |
 PN1251| CS5138 BEAGLE RM 2                          13.569 METERS 28748     |
 PN1251|---------------------------------------------------------------------|
 PN1251
 PN1251                          SUPERSEDED SURVEY CONTROL
 PN1251
 PN1251  NAD 83(1986)-  44 30 14.54311(N)    089 15 59.16405(W) AD(       ) 2
 PN1251  NGVD 29 (01/14/91)  357.4    (m)         1173.     (f) VERT ANG       
 PN1251
 PN1251.Superseded values are not recommended for survey control.
 PN1251
 PN1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1251.See file dsdata.pdf to determine how the superseded data were derived.
 PN1251
 PN1251_MARKER: DE = TRAVERSE STATION DISK
 PN1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1251_STAMPING: BEAGLE 1979
 PN1251_MARK LOGO: WIHD
 PN1251_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1251+STABILITY: SURFACE MOTION
 PN1251
 PN1251  HISTORY     - Date     Condition        Report By
 PN1251  HISTORY     - 1979     MONUMENTED       WIHD
 PN1251  HISTORY     - 19950905 GOOD             USPSQD
 PN1251  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN1251
 PN1251                          STATION DESCRIPTION
 PN1251
 PN1251'DESCRIBED BY WI HIGHWAY DEPT 1979 (LTK)
 PN1251'THE STATION IS LOCATED ABOUT 6.6 MILES WEST OF IOLA, 4 MILES NORTH
 PN1251'NORTHEAST OF AMHERST, AND 2.3 MILES EAST NORTHEAST OF NELSONVILLE ON
 PN1251'RIGHT OF WAY OF STH 161.
 PN1251'
 PN1251'TO REACH THE STATION FROM THE JUNCTION OF CTH A NORTH AND STH 161
 PN1251'ABOUT 1 MILE NORTHEAST OF NELSONVILLE, GO EAST ON STH 161 FOR 1.3
 PN1251'MILES TO THE STATION ON THE LEFT AND NORTH SIDE OF THE HIGHWAY NEAR
 PN1251'THE WEST EDGE OF A PRIVATE ENTRANCE TO THE NORTH.
 PN1251'
 PN1251'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BEAGLE 1979---.
 PN1251'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1251'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 44.5 FEET EAST
 PN1251'SOUTHEAST OF A POWER POLE--WP+L 24-10-34 Y46/0--, 40.5 FEET SOUTH OF A
 PN1251'30 INCH WHITE OAK, 24 FEET NORTH OF THE CENTERLINE OF STH 161, 11 FEET
 PN1251'WEST OF THE CENTER OF A PRIVATE ENTRANCE TO THE NORTH, AND 2.5 FEET
 PN1251'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 PN1251'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1251'
 PN1251'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---BEAGLE RM 1 1979---
 PN1251'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1251'PROJECTS 1 INCH ABOVE GROUND.  IT IS 56 NORTH OF THE CENTERLINE OF
 PN1251'STH 161, 48 FEET NORTHEAST OF A POWER POLE--WP+L 24-10-34 Y46/0--,
 PN1251'29.5 FEET NORTH OF A METAL WITNESS POST, 8.5 FEET SOUTH SOUTHWEST OF A
 PN1251'30 INCH WHITE OAK, 8 FEET WEST OF THE CENTER OF A PRIVATE ENTRANCE TO
 PN1251'THE NORTH, AND 1 FOOT LOWER THAN THE STATION.
 PN1251'
 PN1251'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BEAGLE RM 2 1979---
 PN1251'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1251'PROJECTS 1 INCH ABOVE GROUND.  IT IS 53.5 FEET WEST SOUTHWEST OF A 30
 PN1251'INCH WHITE OAK, 53.5 FEET WEST OF THE CENTER OF A PRIVATE ENTRANCE TO
 PN1251'THE NORTH, 43.5 FEET WEST NORTHWEST OF A METAL WITNESS POST, 38 FEET
 PN1251'NORTH OF THE CENTERLINE OF STH 161, 12.5 FEET SOUTH OF A TREE LINE, 2
 PN1251'FEET NORTH OF A POWER POLE--WP+L 24-10-34 Y46/0--, AND 1 FOOT HIGHER
 PN1251'THAN THE STATION.
 PN1251'
 PN1251'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.58 METERS.
 PN1251
 PN1251                          STATION RECOVERY (1995)
 PN1251
 PN1251'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1251'RECOVERED IN GOOD CONDITION.
 PN1251
 PN1251                          STATION RECOVERY (2004)
 PN1251
 PN1251'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0524 ***********************************************************************
 PO0524  DESIGNATION -  BEAL
 PO0524  PID         -  PO0524
 PO0524  STATE/COUNTY-  WI/WOOD
 PO0524  COUNTRY     -  US
 PO0524  USGS QUAD   -  LAKE MANAKIKI (2018)
 PO0524
 PO0524                         *CURRENT SURVEY CONTROL
 PO0524  ______________________________________________________________________
 PO0524* NAD 83(1991) POSITION- 44 30 14.24069(N) 090 12 31.41333(W)   ADJUSTED
 PO0524* NAVD 88 ORTHO HEIGHT -   410.1   (meters)     1345.    (feet) VERTCON3
 PO0524  ______________________________________________________________________
 PO0524  GEOID HEIGHT    -        -34.206 (meters)                     GEOID18
 PO0524  LAPLACE CORR    -         -6.98  (seconds)                    DEFLEC18
 PO0524  HORZ ORDER      -  FIRST
 PO0524
 PO0524.The horizontal coordinates were established by classical geodetic methods
 PO0524.and adjusted by the National Geodetic Survey in November 1991.
 PO0524
 PO0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0524
 PO0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0524.GEOID18 height accuracy estimate available here.
 PO0524
 PO0524.Click photographs - Photos may exist for this station.
 PO0524
 PO0524.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0524
 PO0524. The following values were computed from the NAD 83(1991) position.
 PO0524
 PO0524;                    North         East     Units Scale Factor Converg.
 PO0524;SPC WI C     -    74,539.539   583,401.895   MT  0.99996169   -0 08 50.2
 PO0524;SPC WI C     -   244,551.80  1,914,044.38   sFT  0.99996169   -0 08 50.2
 PO0524;UTM  15      - 4,931,638.648   721,886.646   MT  1.00020550   +1 57 26.5
 PO0524
 PO0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0524!SPC WI C     -   0.99994107  x   0.99996169  =   0.99990276
 PO0524!UTM  15      -   0.99994107  x   1.00020550  =   1.00014655
 PO0524
 PO0524:                Primary Azimuth Mark                     Grid Az
 PO0524:SPC WI C     -  NASON                                    337 00 59.7
 PO0524:UTM  15      -  NASON                                    334 54 43.0
 PO0524
 PO0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2188631638(NAD 83)
 PO0524
 PO0524|---------------------------------------------------------------------|
 PO0524| PID    Reference Object                     Distance      Geod. Az  |
 PO0524|                                                           dddmmss.s |
 PO0524| PO0523 MARSHFIELD PIPELINE MICROWAVE       APPROX.13.2 KM 0154807.8 |
 PO0524| PO0519 AUBURNDALE RAD STA WLBL             APPROX.18.3 KM 0480936.1 |
 PO0524| CJ4238 BEAL RM 1                            15.720 METERS 05601     |
 PO0524| CJ4237 BEAL APT                                           07634     |
 PO0524| PO0555 PITTSVILLE MUN TANK                 APPROX. 9.8 KM 1380610.4 |
 PO0524| CJ4239 BEAL RM 2                            20.100 METERS 15549     |
 PO0524| PO0540 NASON                               APPROX.11.5 KM 3365209.5 |
 PO0524|---------------------------------------------------------------------|
 PO0524
 PO0524                          SUPERSEDED SURVEY CONTROL
 PO0524
 PO0524  NAD 83(1986)-  44 30 14.23951(N)    090 12 31.41991(W) AD(       ) 1
 PO0524  NAD 27      -  44 30 14.37265(N)    090 12 30.94167(W) AD(       ) 1
 PO0524  NGVD 29 (07/19/86)  410.1    (m)         1345.     (f) VERT ANG       
 PO0524
 PO0524.Superseded values are not recommended for survey control.
 PO0524
 PO0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0524.See file dsdata.pdf to determine how the superseded data were derived.
 PO0524
 PO0524_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0524_STAMPING: BEAL 1981
 PO0524_MARK LOGO: NGS
 PO0524_PROJECTION: FLUSH
 PO0524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0524+STABILITY: SURFACE MOTION
 PO0524
 PO0524  HISTORY     - Date     Condition        Report By
 PO0524  HISTORY     - 1981     MONUMENTED       NGS
 PO0524
 PO0524                          STATION DESCRIPTION
 PO0524
 PO0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0524'THE STATION IS LOCATED ABOUT 28.9 KM (19.3 MI) WEST-NORTHWEST OF
 PO0524'WISCONSIN RAPIDS, 19.3 KM (12 MI) SOUTH OF MARSHFIELD, 2.4 KM
 PO0524'(1-1/2 MI) EAST OF STATE HIGHWAY 13, ON TOP OF THE HIGHEST HILL AND IN
 PO0524'THE CENTER OF S1,T23N,R2E OF CARY TOWNSHIP.  OWNERSHIP--THOMAS A.
 PO0524'BEAL, P.O. BOX 374, PLOVER, WI 54467, TELEPHONE (517) 341-1103.
 PO0524'
 PO0524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 PO0524'HIGHWAY 13, ABOUT 8 KM (5 MI) SOUTH OF MARSHFIELD.  GO SOUTH ON STATE
 PO0524'HIGHWAY 13 FOR 11.3 KM (7.0 MI) TO A SIDE ROAD RIGHT, COUNTY ROUTE CC.
 PO0524'TURN RIGHT AND GO WEST ON COUNTY ROUTE CC FOR 1.4 KM (0.9 MI) TO A
 PO0524'DIRT ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR O.6 KM
 PO0524'(0.4 MI) TO A BARN ON THE LEFT AND A HOUSE ON THE RIGHT.  TURN LEFT
 PO0524'AND PASS THROUGH THE GATE ON THE NORTH SIDE OF THE BARN AND GO
 PO0524'WESTERLY CROSSING A LOG BRIDGE AND PASSING THROUGH A GRAVEL PIT FOR
 PO0524'0.6 KM (0.35 MI) TO A WIRE GATE.  PASS THROUGH THE GATE AND GO WEST
 PO0524'FOR 30 METERS (100 FT)  THEN TURN RIGHT AND GO NORTH AND NORTHWESTERLY
 PO0524'THROUGH HEAVY BRUSH AND UPHILL FOLLOWING A DIM WOODS ROAD FOR 0.6 KM
 PO0524'(0.4 MI) TO THE END OF THE ROAD AT A FENCE LINE AND THE STATION.
 PO0524'
 PO0524'THE STATION IS A STANDARD NGS DISK STAMPED---BEAL 1981---, SET INTO
 PO0524'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 PO0524'GROUND.  IT IS LOCATED 7.7 METERS (25.3 FT) SOUTHEAST FROM A FENCE
 PO0524'CORNER, 7.4 METERS (24.3 FT) EAST-SOUTHEAST FROM A FENCE, 4.51 METERS
 PO0524'(14.79 FT) NORTHEAST FROM A TRIANGLE BLAZED TREE, AND 3.45 METERS
 PO0524'(11.32 FT) SOUTH FROM A METAL WITNESS POST.  THE UNDERGROUND MARK IS A
 PO0524'STANDARD NGS DISK STAMPED---BEAL 1981---, SET INTO AN IRREGULAR MASS
 PO0524'OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PO0524'
 PO0524'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 PO0524'---BEAL NO 1 1981---, SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER
 PO0524'OF 3 METERS LARGEST DIMENSION.  IT IS LOCATED 18.5 METERS (60.7 FT)
 PO0524'SOUTHWEST FROM THE CENTER OF THE WOODS ROAD AND 0.71 METER (2.33 FT)
 PO0524'WEST FROM A METAL WITNESS POST.  MARK IS BELOW STATION 0.6 METERS.
 PO0524'
 PO0524'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 PO0524'---BEAL NO 2 1981---, SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER
 PO0524'OF 0.5 METERS LARGEST DIMENSION.  IT IS LOCATED 8.7 METERS (28.5 FT)
 PO0524'NORTHEAST FROM THE CENTER OF THE WOODS ROAD AND 0.47 METER (1.54 FT)
 PO0524'SOUTH FROM A METAL WITNESS POST.  MARK IS BELOW STATION 0.9 METERS.
 PO0524'
 PO0524'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0543 ***********************************************************************
 PO0543  DESIGNATION -  BEALER
 PO0543  PID         -  PO0543
 PO0543  STATE/COUNTY-  WI/CLARK
 PO0543  COUNTRY     -  US
 PO0543  USGS QUAD   -  LOYAL EAST (2018)
 PO0543
 PO0543                         *CURRENT SURVEY CONTROL
 PO0543  ______________________________________________________________________
 PO0543* NAD 83(1991) POSITION- 44 39 42.54872(N) 090 27 22.33323(W)   ADJUSTED
 PO0543* NAVD 88 ORTHO HEIGHT -   399.    (meters)     1309.    (feet) SCALED
 PO0543  ______________________________________________________________________
 PO0543  GEOID HEIGHT    -        -33.335 (meters)                     GEOID18
 PO0543  LAPLACE CORR    -         -6.66  (seconds)                    DEFLEC18
 PO0543  HORZ ORDER      -  FIRST
 PO0543
 PO0543.The horizontal coordinates were established by classical geodetic methods
 PO0543.and adjusted by the National Geodetic Survey in November 1991.
 PO0543
 PO0543.The orthometric height was scaled from a topographic map.
 PO0543
 PO0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0543.GEOID18 height accuracy estimate available here.
 PO0543
 PO0543.Click photographs - Photos may exist for this station.
 PO0543
 PO0543.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0543
 PO0543. The following values were computed from the NAD 83(1991) position.
 PO0543
 PO0543;                    North         East     Units Scale Factor Converg.
 PO0543;SPC WI C     -    92,161.376   563,820.903   MT  0.99994767   -0 19 18.8
 PO0543;SPC WI C     -   302,366.11  1,849,802.41   sFT  0.99994767   -0 19 18.8
 PO0543;UTM  15      - 4,948,531.761   701,666.808   MT  1.00010015   +1 47 19.3
 PO0543
 PO0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0543!SPC WI C     -   0.99994266  x   0.99994767  =   0.99989034
 PO0543!UTM  15      -   0.99994266  x   1.00010015  =   1.00004281
 PO0543
 PO0543:                Primary Azimuth Mark                     Grid Az
 PO0543:SPC WI C     -  BEALER AZ MK                             002 56 03.3
 PO0543:UTM  15      -  BEALER AZ MK                             000 49 25.2
 PO0543
 PO0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0166648531(NAD 83)
 PO0543
 PO0543|---------------------------------------------------------------------|
 PO0543| PID    Reference Object                     Distance      Geod. Az  |
 PO0543|                                                           dddmmss.s |
 PO0543| CJ4240 BEALER AZ MK                                       0023644.5 |
 PO0543| CJ4241 BEALER RM 1                          43.721 METERS 00527     |
 PO0543| CJ4242 BEALER RM 2                          39.712 METERS 26437     |
 PO0543| PO0608 GREENWOOD MUNICIPAL TANK            APPROX.16.2 KM 3162021.8 |
 PO0543| PO0542 LOYAL MUNICIPAL TANK                APPROX. 8.6 KM 3381923.1 |
 PO0543| PO0541 LOYAL LAKESHIRE CHEESE CO STK       APPROX. 8.9 KM 3403004.1 |
 PO0543|---------------------------------------------------------------------|
 PO0543
 PO0543                          SUPERSEDED SURVEY CONTROL
 PO0543
 PO0543  NAD 83(1986)-  44 39 42.54571(N)    090 27 22.34034(W) AD(       ) 1
 PO0543  NAD 27      -  44 39 42.67600(N)    090 27 21.84400(W) AD(       ) 1
 PO0543
 PO0543.Superseded values are not recommended for survey control.
 PO0543
 PO0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0543.See file dsdata.pdf to determine how the superseded data were derived.
 PO0543
 PO0543_MARKER: DS = TRIANGULATION STATION DISK
 PO0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0543_STAMPING: BEALER 1934
 PO0543_MARK LOGO: CGS
 PO0543_PROJECTION: FLUSH
 PO0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0543+STABILITY: SURFACE MOTION
 PO0543
 PO0543  HISTORY     - Date     Condition        Report By
 PO0543  HISTORY     - 1934     MONUMENTED       CGS
 PO0543  HISTORY     - 1939     GOOD             CGS
 PO0543  HISTORY     - 1972     SEE DESCRIPTION  WIDT
 PO0543
 PO0543                          STATION DESCRIPTION
 PO0543
 PO0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0543'THIS STATION IS ABOUT 5-1/2 MILES NORTH OF GRANTON, NEAR THE
 PO0543'SOUTHEAST CORNER OF NORTHEAST QUARTER SEC. 11, T. 25 N., R.
 PO0543'1 W., ON THE WEST SIDE OF A NORTH-SOUTH ROAD, AT THE POINT
 PO0543'WHERE IT PASSES THROUGH A CUT IN GOING OVER AN EAST-WEST
 PO0543'RIDGE.  THE MARK IS IN THE SOUTHEAST CORNER OF A SMALL
 PO0543'ORCHARD, 35 FEET WEST OF THE CENTER LINE OF THE ROAD, 17 FEET
 PO0543'NORTH OF THE NORTH SIDE OF A ROCK FENCE, AND IS SET FLUSH WITH
 PO0543'THE GROUND.
 PO0543'
 PO0543'TO REACH FROM THE JUNCTION OF COUNTY HIGHWAY K AND U.S. HIGHWAY
 PO0543'10 JUST SOUTHEAST OF GRANTON, GO DUE NORTH ON A GRAVEL ROAD
 PO0543'5.65 MILES TO THE STATION, AT THE SUMMIT OF THE GRADE.
 PO0543'
 PO0543'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, AT THE NORTHEAST
 PO0543'CORNER OF THE ORCHARD, IN LINE WITH A TELEPHONE LINE, 12
 PO0543'FEET EAST OF THE MOST NORTHEASTERLY APPLE TREE, 211.19 FEET
 PO0543'NORTHEAST OF REFERENCE MARK NO. 2, AND IS SET FLUSH WITH THE
 PO0543'GROUND.
 PO0543'
 PO0543'REFERENCE MARK NO. 2 IS WEST OF THE STATION, AT THE SOUTHWEST
 PO0543'CORNER OF THE ORCHARD, 3 FEET NORTH OF THE ROCK FENCE, 35
 PO0543'FEET SOUTHWEST OF THE MOST SOUTHWESTERLY APPLE TREE, AND IS
 PO0543'SET FLUSH WITH THE GROUND.
 PO0543'
 PO0543'THE AZIMUTH MARK IS NORTH OF THE STATION, 1 FOOT WEST OF THE
 PO0543'EAST RIGHT-OF-WAY FENCE OF THE NORTH-SOUTH ROAD, 150 FEET
 PO0543'SOUTHEAST OF THE SECOND FARMHOUSE NORTH OF THE STATION, ON
 PO0543'THE WEST SIDE OF THE ROAD, AND PROJECTS 3 INCHES.
 PO0543'
 PO0543'LIGHTS 87 FEET ABOVE REGELE AND THWING COME INTO VIEW 70
 PO0543'FEET ABOVE THIS STATION.
 PO0543'
 PO0543'LIGHTS 87 FEET ABOVE LUTHER AND 37 FEET ABOVE NEILLSVILLE
 PO0543'COME INTO VIEW 60 FEET ABOVE THIS STATION.
 PO0543'
 PO0543'A LIGHT 97 FEET ABOVE WEILAND COMES INTO VIEW 40 FEET ABOVE
 PO0543'THIS STATION.
 PO0543'
 PO0543'A LIGHT 74 FEET ABOVE KOKALY COMES INTO VIEW 18 FEET ABOVE
 PO0543'THIS STATION.
 PO0543'
 PO0543'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PO0543'BRONZE DISKS SET IN ROUND CONCRETE POSTS.
 PO0543'
 PO0543'NO PROMIMENT OBJECTS VISIBLE FROM THE GROUND.
 PO0543
 PO0543                          STATION RECOVERY (1939)
 PO0543
 PO0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (SAD)
 PO0543'THE STATION AND REFERENCE MARK NO. 1 WERE FOUND AS DESCRIBED
 PO0543'AND IN GOOD CONDITION.
 PO0543'
 PO0543'REFERENCE MARK NO. 2 WAS NOT ACTUALLY SEEN.  ITS LOCALITY IS
 PO0543'OVERGROWN WITH WEEDS AND RASPBERRY BUSHES SO THAT SOME CLEARING
 PO0543'WOULD BE NECESSARY TO DISCOVER IT.  THE STONE FENCE REFERRED
 PO0543'TO IS NOT REALLY A FENCE, BUT AN ELONGATED PILE OF STONES
 PO0543'WITH A VERY IRREGULAR AND INDEFINITE EDGE.  THIS MAKES THE
 PO0543'DESCRIPTION SOMEWHAT INDEFINITE.
 PO0543'
 PO0543'THE AZIMUTH MARK WAS NOT FOUND.  THE RIGHT-OF-WAY FENCE
 PO0543'REFERRED TO IN THE DESCRIPTION HAS BEEN REMOVED AND A RURAL
 PO0543'ELECTRIC LINE BUILT ALONG THE EAST SIDE OF THE ROAD.  THE
 PO0543'GROUND IS NOW A FARMED (CLOVER FIELD) CLEAR OUT TO THE DITCH.
 PO0543'UNCERTAINTY AS TO THE EXACT FORMER LOCATION OF THE FENCE
 PO0543'MAKES THE MEASUREMENT FROM THE HOUSE SOMEWHAT INDEFINITE.  IF
 PO0543'THE MARK IS THERE, IT IS UNDERGROUND.  THE FARMER LIVING
 PO0543'ACROSS THE ROAD REMEMBERS SEEING THE MARK, BUT NOT WITHIN
 PO0543'THE LAST 2 YEARS.  BECAUSE OF THE ABSENCE OF THIS MARK AND
 PO0543'BECAUSE NO OTHER BEARINGS MORE DISTANT THAN THE REFERENCE
 PO0543'MARK ARE GIVEN OR AVAILABLE, BEALER IS NOT AVAILABLE AS A
 PO0543'MAGNETIC STATION.
 PO0543
 PO0543                          STATION RECOVERY (1972)
 PO0543
 PO0543'RECOVERY NOTE BY WI DEPT OF TRANSP 1972 (DAH)
 PO0543'PROPERTY OWNER SAID HE REMEMBERED A SURVEY TOWER BEING SET
 PO0543'UP IN VICINITY OF MARK WHEN HE WAS A CHILD-APPROX 30 YRS AGO
 PO0543'PLUS OR MINUS.  HE THOUGHT THAT TOWER HAD BEEN SET UP
 PO0543'APPROXIMATELY 100 FT FROM TOWN ROAD - DESCRIPTION OF MARK
 PO0543'INDICATES A DISTANCE OF 35 FEET FROM CENTERLINE OF ROAD.
 PO0543'THE PRESENT ROAD HAS BEEN WIDENED IN AREA OF MARK LOCATION,
 PO0543'BUT LESS THAN 35 FT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1041 ***********************************************************************
 ON1041  DESIGNATION -  BEAR
 ON1041  PID         -  ON1041
 ON1041  STATE/COUNTY-  WI/RICHLAND
 ON1041  COUNTRY     -  US
 ON1041  USGS QUAD   -  LONE ROCK (2018)
 ON1041
 ON1041                         *CURRENT SURVEY CONTROL
 ON1041  ______________________________________________________________________
 ON1041* NAD 83(1991) POSITION- 43 14 48.15015(N) 090 14 37.69799(W)   ADJUSTED
 ON1041* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 ON1041  ______________________________________________________________________
 ON1041  GEOID HEIGHT    -        -34.086 (meters)                     GEOID18
 ON1041  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 ON1041  HORZ ORDER      -  FIRST
 ON1041
 ON1041.The horizontal coordinates were established by classical geodetic methods
 ON1041.and adjusted by the National Geodetic Survey in November 1991.
 ON1041
 ON1041.The orthometric height was scaled from a topographic map.
 ON1041
 ON1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1041.GEOID18 height accuracy estimate available here.
 ON1041
 ON1041.Click photographs - Photos may exist for this station.
 ON1041
 ON1041.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1041
 ON1041. The following values were computed from the NAD 83(1991) position.
 ON1041
 ON1041;                    North         East     Units Scale Factor Converg.
 ON1041;SPC WI S     -   138,526.060   580,200.919   MT  0.99993617   -0 10 03.1
 ON1041;SPC WI S     -   454,480.92  1,903,542.52   sFT  0.99993617   -0 10 03.1
 ON1041;UTM  15      - 4,791,900.764   723,757.425   MT  1.00021594   +1 53 21.0
 ON1041
 ON1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1041!SPC WI S     -   0.99995235  x   0.99993617  =   0.99988852
 ON1041!UTM  15      -   0.99995235  x   1.00021594  =   1.00016828
 ON1041
 ON1041:                Primary Azimuth Mark                     Grid Az
 ON1041:SPC WI S     -  BEAR AZ MK                               350 35 01.4
 ON1041:UTM  15      -  BEAR AZ MK                               348 31 37.3
 ON1041
 ON1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2375791900(NAD 83)
 ON1041
 ON1041|---------------------------------------------------------------------|
 ON1041| PID    Reference Object                     Distance      Geod. Az  |
 ON1041|                                                           dddmmss.s |
 ON1041| ON1024 KEYESVILLE ST MARYS CATH CH         APPROX.10.4 KM 0104025.1 |
 ON1041| ON1035 SPRING GREEN RAD KSE 627 MAST       APPROX.14.4 KM 0984012.5 |
 ON1041| CI8991 BEAR RM 1                            21.634 METERS 10744     |
 ON1041| CI8992 BEAR RM 2                            22.594 METERS 20544     |
 ON1041| CI8990 BEAR AZ MK                                         3502458.3 |
 ON1041|---------------------------------------------------------------------|
 ON1041
 ON1041                          SUPERSEDED SURVEY CONTROL
 ON1041
 ON1041  NAD 83(1986)-  43 14 48.14271(N)    090 14 37.70117(W) AD(       ) 1
 ON1041  NAD 27      -  43 14 48.18580(N)    090 14 37.25400(W) AD(       ) 1
 ON1041
 ON1041.Superseded values are not recommended for survey control.
 ON1041
 ON1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1041.See file dsdata.pdf to determine how the superseded data were derived.
 ON1041
 ON1041_MARKER: DS = TRIANGULATION STATION DISK
 ON1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1041_STAMPING: BEAR 1958
 ON1041_MARK LOGO: CGS
 ON1041_PROJECTION: FLUSH
 ON1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1041+STABILITY: SURFACE MOTION
 ON1041
 ON1041  HISTORY     - Date     Condition        Report By
 ON1041  HISTORY     - 1958     MONUMENTED       CGS
 ON1041
 ON1041                          STATION DESCRIPTION
 ON1041
 ON1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1041'THE STATION IS ABOUT 3 MILES NORTHEAST OF GOTHAM, AND 5 MILES
 ON1041'NORTHWEST OF LONE ROCK IN SECTION 22, T-9-N, R-2-E ON THE HIGHEST
 ON1041'POINT IN THE VICINITY AND ON THE PROPERTY OF MR. JAMES MARTIN.
 ON1041'IT IS 121 FEET NORTHWEST OF A TWIN TRUNK OAK TREE, 73 FEET
 ON1041'NORTH OF A 6 INCH APPLE TREE, 48 FEET EAST OF THE CENTERLINE OF A
 ON1041'DIM TRACK ROAD, 24 FEET SOUTH OF A SMALL CLUMP OF THORN BUSHES,
 ON1041'AND 4 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS
 ON1041'FLUSH AND THE DISK IS STAMPED BEAR 1958.
 ON1041'
 ON1041'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 ON1041'STATE HIGHWAY 60 IN GOTHAM, GO NORTH ON HIGHWAY 14 FOR 1.05 MILES
 ON1041'TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE PAVED
 ON1041'ROAD FOR 1.05 MILES TO A GRAVELED T-INTERSECTION.  TURN LEFT
 ON1041'AND GO NORTH ON A GRAVELED ROAD FOR 0.05 MILE TO A Y-FORK.
 ON1041'TAKE THE RIGHT FORK AND GO EAST ON A GRAVELED ROAD FOR 1.15
 ON1041'MILES TO AN IRON GATE ACROSS ROAD.  PASS THROUGH GATE AND
 ON1041'CONTINUE EAST ON GRAVELED ROAD FOR 0.05 MILE TO END OF CORRAL.
 ON1041'TURN RIGHT AND GO SOUTHEAST ON PASTURE LANE FOR 0.4 MILE
 ON1041'TO A Y-FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST ON A DIM TRACK
 ON1041'ROAD FOR 0.1 MILE TO POINT WHERE TRACK ROAD TURNS SOUTH UP
 ON1041'THE HILL.* CONTINUE SOUTH ON THE DIM TRACK ROAD FOR 0.2
 ON1041'MILE TO THE TOP OF HILL AND THE STATION.
 ON1041'
 ON1041'*TO REACH THE AZIMUTH MARK FROM THE POINT WHERE DIM TRACK ROAD
 ON1041'TURNS SOUTH, GO NORTH ALONG THE RIDGE FOR 0.15 MILE TO THE MARK
 ON1041'IN THE CENTER OF LOW KNOLL.
 ON1041'
 ON1041'REFERENCE MARK 1 IS 65 FEET NORTH OF A TWIN TRUNK OAK TREE WITH
 ON1041'A TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 63 FEET NORTHEAST OF A 6
 ON1041'INCH APPLE TREE, AND 70 FEET SOUTHEAST OF A WHITE WITNESS POST.
 ON1041'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BEAR NO 1 1958.
 ON1041'
 ON1041'REFERENCE MARK 2 IS 115 FEET WEST OF A TWIN TRUNK OAK TREE WITH
 ON1041'A TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 59 FEET WEST OF THE
 ON1041'6 INCH APPLE TREE, AND 78 FEET SOUTHWEST OF A WHITE WITNESS
 ON1041'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BEAR NO 2
 ON1041'1958.
 ON1041'
 ON1041'THE AZIMUTH MARK IS 66 FEET WEST OF A 3 INCH BIRCH TREE WITH A
 ON1041'TRIANGULAR BLAZE ON THE WEST SIDE, 20 FEET NORTHEAST OF A SMALL
 ON1041'APPLE TREE, 20 FEET SOUTH OF A SMALL APPLE TREE, AND 1 FOOT SOUTH
 ON1041'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON1041'STAMPED BEAR 1958.
 ON1041'
 ON1041'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4179 ***********************************************************************
 DL4179  DESIGNATION -  BEAR
 DL4179  PID         -  DL4179
 DL4179  STATE/COUNTY-  WI/DUNN
 DL4179  COUNTRY     -  US
 DL4179  USGS QUAD   -  COLFAX SOUTH (2018)
 DL4179
 DL4179                         *CURRENT SURVEY CONTROL
 DL4179  ______________________________________________________________________
 DL4179* NAD 83(2011) POSITION- 44 55 56.49012(N) 091 40 14.65682(W)   ADJUSTED
 DL4179* NAD 83(2011) ELLIP HT-   275.475 (meters)        (04/15/13)   ADJUSTED
 DL4179* NAD 83(2011) EPOCH   -  2010.00
 DL4179* NAVD 88 ORTHO HEIGHT -   306.207 (meters)     1004.61  (feet) ADJUSTED
 DL4179  ______________________________________________________________________
 DL4179  GEOID HEIGHT    -        -30.726 (meters)                     GEOID18
 DL4179  NAD 83(2011) X  -   -131,874.305 (meters)                     COMP
 DL4179  NAD 83(2011) Y  - -4,521,175.290 (meters)                     COMP
 DL4179  NAD 83(2011) Z  -  4,482,224.447 (meters)                     COMP
 DL4179  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 DL4179  DYNAMIC HEIGHT  -        306.180 (meters)     1004.53  (feet) COMP
 DL4179  MODELED GRAVITY -    980,521.9   (mgal)                       NAVD 88
 DL4179
 DL4179  VERT ORDER      -  SECOND    CLASS I
 DL4179
 DL4179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4179  Standards:
 DL4179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4179  -------------------------------------------------------------------
 DL4179  NETWORK    0.44   0.82           0.20   0.15   0.42      0.14295304
 DL4179  -------------------------------------------------------------------
 DL4179  Click here for local accuracies and other accuracy information.
 DL4179
 DL4179.The horizontal coordinates were established by GPS observations
 DL4179.and adjusted by the National Geodetic Survey in April 2013.
 DL4179
 DL4179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4179.been affixed to the stable North American tectonic plate. See 
 DL4179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4179
 DL4179.The horizontal coordinates are valid at the epoch date displayed above
 DL4179.which is a decimal equivalence of Year/Month/Day.
 DL4179
 DL4179.The orthometric height was determined by differential leveling and
 DL4179.adjusted by the WI DEPT OF TRANSP
 DL4179.in May 2012.
 DL4179
 DL4179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4179.GEOID18 height accuracy estimate available here.
 DL4179
 DL4179.Click photographs - Photos may exist for this station.
 DL4179
 DL4179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4179
 DL4179.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4179
 DL4179.The ellipsoidal height was determined by GPS observations
 DL4179.and is referenced to NAD 83.
 DL4179
 DL4179.The dynamic height is computed by dividing the NAVD 88
 DL4179.geopotential number by the normal gravity value computed on the
 DL4179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4179.degrees latitude (g = 980.6199 gals.).
 DL4179
 DL4179.The modeled gravity was interpolated from observed gravity values.
 DL4179
 DL4179. The following values were computed from the NAD 83(2011) position.
 DL4179
 DL4179;                    North         East     Units Scale Factor Converg.
 DL4179;SPC WI C     -   123,479.092   468,129.753   MT  0.99994118   -1 10 43.8
 DL4179;SPC WI C     -   405,114.32  1,535,855.70   sFT  0.99994118   -1 10 43.8
 DL4179;UTM  15      - 4,976,295.727   604,889.410   MT  0.99973528   +0 56 20.1
 DL4179
 DL4179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4179!SPC WI C     -   0.99995681  x   0.99994118  =   0.99989799
 DL4179!UTM  15      -   0.99995681  x   0.99973528  =   0.99969210
 DL4179
 DL4179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0488976295(NAD 83)
 DL4179
 DL4179                          SUPERSEDED SURVEY CONTROL
 DL4179
 DL4179  NAD 83(2007)-  44 55 56.49019(N)    091 40 14.65741(W) AD(2002.00) 1
 DL4179  ELLIP H (04/06/12)  275.507  (m)                       GP(2002.00) 1 1
 DL4179  NAVD 88             306.21   (m)         1004.6    (f) LEVELING    3  
 DL4179
 DL4179.Superseded values are not recommended for survey control.
 DL4179
 DL4179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4179.See file dsdata.pdf to determine how the superseded data were derived.
 DL4179
 DL4179_MARKER: DD = SURVEY DISK
 DL4179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4179_STAMPING: 28.11.01 BEAR
 DL4179_MARK LOGO: WI-033
 DL4179_PROJECTION: FLUSH
 DL4179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4179+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DL4179
 DL4179  HISTORY     - Date     Condition        Report By
 DL4179  HISTORY     - 1992     MONUMENTED       WI-033
 DL4179  HISTORY     - 20071009 GOOD             WIDT
 DL4179
 DL4179                          STATION DESCRIPTION
 DL4179
 DL4179'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4179'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF
 DL4179'COLFAX, 4.2 MI (6.8 KM) NORTH-NORTHEAST OF ELK MOUND AND 3.9 MI (6.3
 DL4179'KM) WEST-SOUTHWEST OF ALBERTVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4179'
 DL4179'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DL4179'HIGHWAY M ABOUT 4 MI (6.4 KM) NORTH-NORTHEAST OF THE VILLAGE OF ELK
 DL4179'MOUND, GO SOUTH ON COUNTY HIGHWAY H FOR 0.2 MI (0.3 KM) TO THE STATION
 DL4179'ON THE LEFT.
 DL4179'
 DL4179'THE STATION IS A BRONZE DUNN COUNTY GEODETIC CONTROL STATION DISK SET
 DL4179'IN THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST ABOUT LEVEL
 DL4179'WITH THE HIGHWAY PAVEMENT, 7.0 M (23.0 FT) EAST OF THE CENTERLINE OF
 DL4179'COUNTY HIGHWAY H, 8 M (26.2 FT) NORTH OF A FIELD ENTRANCE, 3 M (9.8
 DL4179'FT) WEST OF AN AGRICULTURAL FIELD AND 1.0 M (3.3 FT) EAST, NORTHWEST
 DL4179'AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DL4179'
 DL4179'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4179'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5282 ***********************************************************************
 DK5282  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5282  DESIGNATION -  BEAR BLUFF GPS
 DK5282  PID         -  DK5282
 DK5282  STATE/COUNTY-  WI/JACKSON
 DK5282  COUNTRY     -  US
 DK5282  USGS QUAD   -  WARRENS EAST (2018)
 DK5282
 DK5282                         *CURRENT SURVEY CONTROL
 DK5282  ______________________________________________________________________
 DK5282* NAD 83(2011) POSITION- 44 14 46.81230(N) 090 25 41.93423(W)   ADJUSTED
 DK5282* NAD 83(2011) ELLIP HT-   274.331 (meters)        (06/27/12)   ADJUSTED
 DK5282* NAD 83(2011) EPOCH   -  2010.00
 DK5282* NAVD 88 ORTHO HEIGHT -   308.44  (meters)     1011.9   (feet) GPS OBS
 DK5282  ______________________________________________________________________
 DK5282  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5282  GEOID HEIGHT    -        -34.106 (meters)                     GEOID12A
 DK5282  GEOID HEIGHT    -        -34.109 (meters)                     GEOID18
 DK5282  NAD 83(2011) X  -    -34,212.216 (meters)                     COMP
 DK5282  NAD 83(2011) Y  - -4,576,488.801 (meters)                     COMP
 DK5282  NAD 83(2011) Z  -  4,427,931.587 (meters)                     COMP
 DK5282  LAPLACE CORR    -         -6.14  (seconds)                    DEFLEC18
 DK5282
 DK5282  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5282  Standards:
 DK5282         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5282            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5282  -------------------------------------------------------------------
 DK5282  NETWORK    0.40   0.35           0.18   0.14   0.18      0.09871999
 DK5282  -------------------------------------------------------------------
 DK5282  Click here for local accuracies and other accuracy information.
 DK5282
 DK5282.The horizontal coordinates were established by GPS observations
 DK5282.and adjusted by the National Geodetic Survey in June 2012.
 DK5282
 DK5282.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5282.been affixed to the stable North American tectonic plate. See 
 DK5282.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5282
 DK5282.The horizontal coordinates are valid at the epoch date displayed above
 DK5282.which is a decimal equivalence of Year/Month/Day.
 DK5282
 DK5282.The orthometric height was determined by GPS observations and a
 DK5282.high-resolution geoid model using precise GPS observation and
 DK5282.processing techniques.
 DK5282
 DK5282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5282.GEOID18 height accuracy estimate available here.
 DK5282
 DK5282.Click photographs - Photos may exist for this station.
 DK5282
 DK5282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5282
 DK5282.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5282
 DK5282.The ellipsoidal height was determined by GPS observations
 DK5282.and is referenced to NAD 83.
 DK5282
 DK5282. The following values were computed from the NAD 83(2011) position.
 DK5282
 DK5282;                    North         East     Units Scale Factor Converg.
 DK5282;SPC WI C     -    45,982.506   565,789.069   MT  1.00000069   -0 18 08.0
 DK5282;SPC WI C     -   150,860.94  1,856,259.64   sFT  1.00000069   -0 18 08.0
 DK5282;UTM  15      - 4,902,449.851   705,329.485   MT  1.00011853   +1 47 42.0
 DK5282
 DK5282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5282!SPC WI C     -   0.99995699  x   1.00000069  =   0.99995768
 DK5282!UTM  15      -   0.99995699  x   1.00011853  =   1.00007551
 DK5282
 DK5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0532902449(NAD 83)
 DK5282
 DK5282                          SUPERSEDED SURVEY CONTROL
 DK5282
 DK5282  NAD 83(2007)-  44 14 46.81235(N)    090 25 41.93504(W) AD(2002.00) 1
 DK5282  ELLIP H (07/29/08)  274.364  (m)                       GP(2002.00) 3 1
 DK5282  NAVD 88 (07/29/08)  308.44   (m)  GEOID03  model used  GPS OBS        
 DK5282
 DK5282.Superseded values are not recommended for survey control.
 DK5282
 DK5282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5282.See file dsdata.pdf to determine how the superseded data were derived.
 DK5282
 DK5282_MARKER: DD = SURVEY DISK
 DK5282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5282_STAMPING: BEAR BLUFF GPS 2005
 DK5282_MARK LOGO: WIDT
 DK5282_PROJECTION: FLUSH
 DK5282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5282+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2011
 DK5282
 DK5282  HISTORY     - Date     Condition        Report By
 DK5282  HISTORY     - 2004     MONUMENTED       WIDT
 DK5282  HISTORY     - 20060927 GOOD             WIDT
 DK5282  HISTORY     - 20110823 GOOD             WIDT
 DK5282
 DK5282                          STATION DESCRIPTION
 DK5282
 DK5282'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5282'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DK5282'COUNTY HIGHWAY O (EXIT 128) IN THE COMMUNITY OF MILLSTON, GO EAST ON
 DK5282'COUNTY HIGHWAY O FOR 7.1 MI (11.4 KM) TO THE JUNCTION OF COUNTY
 DK5282'HIGHWAY O TO THE SOUTH WITH MCKENNA ROAD TO THE EAST (STRAIGHT AHEAD),
 DK5282'CONTINUE EAST ON MCKENNA ROAD FOR 0.35 MI (0.6 KM) TO CEMETERY LANE ON
 DK5282'THE RIGHT AND MCKENNA ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON
 DK5282'MCKENNA ROAD FOR 0.5 MI (0.8 KM) TO BEAR ROAD ON THE RIGHT, TURN RIGHT
 DK5282'AND GO EAST ON BEAR ROAD FOR 1.8 MI (2.9 KM) TO KEYS ROAD ON THE
 DK5282'RIGHT, CONTINUE NORTHEASTERLY ON BEAR ROAD FOR 2.3 MI (3.7 KM) TO
 DK5282'GOODYEAR ROAD, TURN LEFT AND GO NORTH ON GOODYEAR ROAD FOR 0.95 MI
 DK5282'(1.5 KM) TO AN ENTRANCE DRIVE LEADING TO A SMALL BLUFF ON THE RIGHT
 DK5282'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DK5282'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DK5282'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (ATTACHED TO
 DK5282'SANDSTONE BEDROCK 1.8 M DEEP), LOCATED ON PROPERTY OWNED AND MANAGED
 DK5282'BY JACKSON COUNTY.  THE STATION IS 46 M (150.9 FT) EAST OF THE CENTER
 DK5282'OF GOODYEAR ROAD, 98 M (321.5 FT) WEST OF A WHITE PLASTIC WITNESS
 DK5282'POST, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE
 DK5282'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5282'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DK5282'---NOTE2---A 4-WHEEL DRIVE VEHICLE IS RECOMMENDED TO ACCESS THIS
 DK5282'STATION DURING ALL SEASONS.
 DK5282
 DK5282                          STATION RECOVERY (2011)
 DK5282
 DK5282'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5144 ***********************************************************************
 DK5144  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5144  DESIGNATION -  BEAR BLUFF NORTH
 DK5144  PID         -  DK5144
 DK5144  STATE/COUNTY-  WI/JACKSON
 DK5144  COUNTRY     -  US
 DK5144  USGS QUAD   -  CITY POINT (2018)
 DK5144
 DK5144                         *CURRENT SURVEY CONTROL
 DK5144  ______________________________________________________________________
 DK5144* NAD 83(2011) POSITION- 44 15 26.85028(N) 090 19 04.76977(W)   ADJUSTED
 DK5144* NAD 83(2011) ELLIP HT-   264.646 (meters)        (06/27/12)   ADJUSTED
 DK5144* NAD 83(2011) EPOCH   -  2010.00
 DK5144* NAVD 88 ORTHO HEIGHT -   299.02  (meters)      981.0   (feet) GPS OBS
 DK5144  ______________________________________________________________________
 DK5144  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5144  GEOID HEIGHT    -        -34.376 (meters)                     GEOID12A
 DK5144  GEOID HEIGHT    -        -34.377 (meters)                     GEOID18
 DK5144  NAD 83(2011) X  -    -25,395.269 (meters)                     COMP
 DK5144  NAD 83(2011) Y  - -4,575,676.868 (meters)                     COMP
 DK5144  NAD 83(2011) Z  -  4,428,810.049 (meters)                     COMP
 DK5144  LAPLACE CORR    -         -6.73  (seconds)                    DEFLEC18
 DK5144
 DK5144  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5144  Standards:
 DK5144         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5144            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5144  -------------------------------------------------------------------
 DK5144  NETWORK    0.36   0.33           0.16   0.13   0.17      0.10071199
 DK5144  -------------------------------------------------------------------
 DK5144  Click here for local accuracies and other accuracy information.
 DK5144
 DK5144.The horizontal coordinates were established by GPS observations
 DK5144.and adjusted by the National Geodetic Survey in June 2012.
 DK5144
 DK5144.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5144.been affixed to the stable North American tectonic plate. See 
 DK5144.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5144
 DK5144.The horizontal coordinates are valid at the epoch date displayed above
 DK5144.which is a decimal equivalence of Year/Month/Day.
 DK5144
 DK5144.The orthometric height was determined by GPS observations and a
 DK5144.high-resolution geoid model using precise GPS observation and
 DK5144.processing techniques.
 DK5144
 DK5144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5144.GEOID18 height accuracy estimate available here.
 DK5144
 DK5144.Click photographs - Photos may exist for this station.
 DK5144
 DK5144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5144
 DK5144.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5144
 DK5144.The ellipsoidal height was determined by GPS observations
 DK5144.and is referenced to NAD 83.
 DK5144
 DK5144. The following values were computed from the NAD 83(2011) position.
 DK5144
 DK5144;                    North         East     Units Scale Factor Converg.
 DK5144;SPC WI C     -    47,177.810   574,605.753   MT  0.99999860   -0 13 27.7
 DK5144;SPC WI C     -   154,782.53  1,885,185.71   sFT  0.99999860   -0 13 27.7
 DK5144;UTM  15      - 4,903,967.185   714,097.765   MT  1.00016377   +1 52 20.8
 DK5144
 DK5144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5144!SPC WI C     -   0.99995851  x   0.99999860  =   0.99995711
 DK5144!UTM  15      -   0.99995851  x   1.00016377  =   1.00012227
 DK5144
 DK5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1409703967(NAD 83)
 DK5144
 DK5144                          SUPERSEDED SURVEY CONTROL
 DK5144
 DK5144  NAD 83(2007)-  44 15 26.85032(N)    090 19 04.77055(W) AD(2002.00) 1
 DK5144  ELLIP H (07/29/08)  264.679  (m)                       GP(2002.00) 3 1
 DK5144  NAVD 88 (07/29/08)  299.01   (m)  GEOID03  model used  GPS OBS        
 DK5144
 DK5144.Superseded values are not recommended for survey control.
 DK5144
 DK5144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5144.See file dsdata.pdf to determine how the superseded data were derived.
 DK5144
 DK5144_MARKER: DD = SURVEY DISK
 DK5144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5144_STAMPING: BEAR BLUFF NORTH 1993 JTE
 DK5144_MARK LOGO: WI-053
 DK5144_PROJECTION: FLUSH
 DK5144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5144+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2011
 DK5144
 DK5144  HISTORY     - Date     Condition        Report By
 DK5144  HISTORY     - 1993     MONUMENTED       WI-053
 DK5144  HISTORY     - 20060927 GOOD             WIDT
 DK5144  HISTORY     - 20110823 GOOD             WIDT
 DK5144
 DK5144                          STATION DESCRIPTION
 DK5144
 DK5144'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5144'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DK5144'HIGHWAY ZZ TO THE NORTH AND CRANBERRY ROAD TO THE SOUTH IN THE
 DK5144'COMMUNITY OF CITY POINT, GO SOUTH ON CRANBERRY ROAD FOR 6.5 MI (10.5
 DK5144'KM) TO BEAR BLUFF ROAD ON THE RIGHT, CONTINUE SOUTH ON CRANBERRY ROAD
 DK5144'FOR 0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DK5144'BRONZE JACKSON COUNTY SURVEY MONUMENT DISK SET IN THE TOP OF A 40-CM
 DK5144'(16 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY
 DK5144'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 4.6 M (15.1 FT)
 DK5144'WEST OF THE CENTERLINE OF CRANBERRY ROAD, 11 M (36.1 FT) NORTH OF THE
 DK5144'EXTENDED CENTER OF A FOREST ROAD LEADING EAST, 7.35 M (24.1 FT)
 DK5144'NORTHEAST THE NORTH POST OF A STEEL GATE, 1.0 M (3.3 FT) NORTH AND
 DK5144'SOUTH OF A GRAY 4X4 PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) EAST OF
 DK5144'AN ORANGE 4X4 PLASTIC WITNESS POST AND A WHITE PLASTIC WITNESS POST.
 DK5144'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5144'THAN 20 DEGREES ABOVE THE HORIZON.  ---NOTE2---CRACKS ORIGINATING
 DK5144'AROUND THE SURVEY DISK APPEAR TO BE SPREADING OUTWARD TO THE PERIMETER
 DK5144'OF THE CONCRETE MONUMENT.
 DK5144
 DK5144                          STATION RECOVERY (2011)
 DK5144
 DK5144'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5143 ***********************************************************************
 DK5143  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5143  DESIGNATION -  BEAR BLUFF S GPS
 DK5143  PID         -  DK5143
 DK5143  STATE/COUNTY-  WI/JACKSON
 DK5143  COUNTRY     -  US
 DK5143  USGS QUAD   -  MATHER (2018)
 DK5143
 DK5143                         *CURRENT SURVEY CONTROL
 DK5143  ______________________________________________________________________
 DK5143* NAD 83(2011) POSITION- 44 11 29.86858(N) 090 22 28.35258(W)   ADJUSTED
 DK5143* NAD 83(2011) ELLIP HT-   264.557 (meters)        (06/27/12)   ADJUSTED
 DK5143* NAD 83(2011) EPOCH   -  2010.00
 DK5143* NAVD 88 ORTHO HEIGHT -   298.85  (meters)      980.5   (feet) GPS OBS
 DK5143  ______________________________________________________________________
 DK5143  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5143  GEOID HEIGHT    -        -34.288 (meters)                     GEOID12A
 DK5143  GEOID HEIGHT    -        -34.291 (meters)                     GEOID18
 DK5143  NAD 83(2011) X  -    -29,944.788 (meters)                     COMP
 DK5143  NAD 83(2011) Y  - -4,580,751.352 (meters)                     COMP
 DK5143  NAD 83(2011) Z  -  4,423,568.030 (meters)                     COMP
 DK5143  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 DK5143
 DK5143  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5143  Standards:
 DK5143         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5143            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5143  -------------------------------------------------------------------
 DK5143  NETWORK    0.42   0.37           0.19   0.15   0.19      0.10792023
 DK5143  -------------------------------------------------------------------
 DK5143  Click here for local accuracies and other accuracy information.
 DK5143
 DK5143.The horizontal coordinates were established by GPS observations
 DK5143.and adjusted by the National Geodetic Survey in June 2012.
 DK5143
 DK5143.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5143.been affixed to the stable North American tectonic plate. See 
 DK5143.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5143
 DK5143.The horizontal coordinates are valid at the epoch date displayed above
 DK5143.which is a decimal equivalence of Year/Month/Day.
 DK5143
 DK5143.The orthometric height was determined by GPS observations and a
 DK5143.high-resolution geoid model using precise GPS observation and
 DK5143.processing techniques.
 DK5143
 DK5143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5143.GEOID18 height accuracy estimate available here.
 DK5143
 DK5143.Click photographs - Photos may exist for this station.
 DK5143
 DK5143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5143
 DK5143.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5143
 DK5143.The ellipsoidal height was determined by GPS observations
 DK5143.and is referenced to NAD 83.
 DK5143
 DK5143. The following values were computed from the NAD 83(2011) position.
 DK5143
 DK5143;                    North         East     Units Scale Factor Converg.
 DK5143;SPC WI C     -    39,882.496   570,055.999   MT  1.00001155   -0 15 51.4
 DK5143;SPC WI C     -   130,847.82  1,870,258.72   sFT  1.00001155   -0 15 51.4
 DK5143;UTM  15      - 4,896,509.255   709,817.231   MT  1.00014145   +1 49 50.8
 DK5143
 DK5143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5143!SPC WI C     -   0.99995852  x   1.00001155  =   0.99997007
 DK5143!UTM  15      -   0.99995852  x   1.00014145  =   1.00009996
 DK5143
 DK5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0981796509(NAD 83)
 DK5143
 DK5143                          SUPERSEDED SURVEY CONTROL
 DK5143
 DK5143  NAD 83(2007)-  44 11 29.86860(N)    090 22 28.35339(W) AD(2002.00) 1
 DK5143  ELLIP H (07/29/08)  264.589  (m)                       GP(2002.00) 3 1
 DK5143  NAVD 88 (07/29/08)  298.85   (m)  GEOID03  model used  GPS OBS        
 DK5143
 DK5143.Superseded values are not recommended for survey control.
 DK5143
 DK5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5143.See file dsdata.pdf to determine how the superseded data were derived.
 DK5143
 DK5143_MARKER: F = FLANGE-ENCASED ROD
 DK5143_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK5143_STAMPING: BEAR BLUFF S GPS 1993
 DK5143_MARK LOGO: WI-053
 DK5143_PROJECTION: RECESSED 15 CENTIMETERS
 DK5143_MAGNETIC: I = MARKER IS A STEEL ROD
 DK5143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5143+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2011
 DK5143_ROD/PIPE-DEPTH: 4.2 meters
 DK5143_SLEEVE-DEPTH  : 1.2 meters
 DK5143
 DK5143  HISTORY     - Date     Condition        Report By
 DK5143  HISTORY     - 1993     MONUMENTED       WI-053
 DK5143  HISTORY     - 20060926 GOOD             WIDT
 DK5143  HISTORY     - 20110823 GOOD             WIDT
 DK5143
 DK5143                          STATION DESCRIPTION
 DK5143
 DK5143'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5143'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 173 WITH
 DK5143'COUNTY HIGHWAY EE TO THE NORTHWEST AND MAIN STREET TO THE SOUTHEAST IN
 DK5143'THE COMMUNITY OF MATHER ABOUT 15 MI (24.1 KM) NORTHEAST OF THE CITY OF
 DK5143'TOMAH, GO WEST ON COUNTY HIGHWAY EE FOR 0.7 MI (1.1 KM) TO THE
 DK5143'JUNCTION OF COUNTY HIGHWAY EE ON THE LEFT, AZTEC AVENUE STRAIGHT
 DK5143'AHEAD, AND COUNTY HIGHWAY HH ON THE RIGHT, TURN RIGHT AND GO NORTH
 DK5143'THEN NORTHWEST ON COUNTY HIGHWAY HH FOR 4.1 MI (6.6 KM) TO CASE ROAD,
 DK5143'CONTINUE NORTH ON COUNTY HIGHWAY HH FOR 0.35 MI (0.6 KM) TO THE
 DK5143'STATION ON THE RIGHT.  THE STATION IS A FLANGE-ENCASED CENTER-PUNCHED
 DK5143'STAINLESS STEEL ROD DRIVEN TO REFUSAL 4.2 M (13.8 FT) DEEP, WITH
 DK5143'GREASED SLEEVE AND ALUMINUM JACKSON COUNTY ACCESS COVER, LOCATED
 DK5143'WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 DK5143'THE STATION IS 6.8 M (22.3 FT) EAST OF THE CENTERLINE OF COUNTY
 DK5143'HIGHWAY HH, 125 M (410.1 FT) NORTH OF A WOOD POST FOR A --CURVE
 DK5143'AHEAD-- SIGN, 1.2 M (3.9 FT) SOUTH OF A WHITE PLASTIC WITNESS POST AND
 DK5143'AN ORANGE 4X4 PLASTIC WITNESS POST, 1.1 M (3.6 FT) WEST OF A METAL
 DK5143'WITNESS POST AND AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M (3.3
 DK5143'FT) NORTH OF A GRAY PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DK5143'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DK5143'HORIZON.
 DK5143
 DK5143                          STATION RECOVERY (2011)
 DK5143
 DK5143'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5114 ***********************************************************************
 DH5114  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5114  DESIGNATION -  BEAR CREEK C GPS
 DH5114  PID         -  DH5114
 DH5114  STATE/COUNTY-  WI/SAUK
 DH5114  COUNTRY     -  US
 DH5114  USGS QUAD   -  BEAR VALLEY (2018)
 DH5114
 DH5114                         *CURRENT SURVEY CONTROL
 DH5114  ______________________________________________________________________
 DH5114* NAD 83(2011) POSITION- 43 19 46.84757(N) 090 09 25.24979(W)   ADJUSTED
 DH5114* NAD 83(2011) ELLIP HT-   210.291 (meters)        (06/27/12)   ADJUSTED
 DH5114* NAD 83(2011) EPOCH   -  2010.00
 DH5114* NAVD 88 ORTHO HEIGHT -   244.66  (meters)      802.7   (feet) GPS OBS
 DH5114  ______________________________________________________________________
 DH5114  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5114  GEOID HEIGHT    -        -34.363 (meters)                     GEOID12A
 DH5114  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 DH5114  NAD 83(2011) X  -    -12,734.800 (meters)                     COMP
 DH5114  NAD 83(2011) Y  - -4,647,032.963 (meters)                     COMP
 DH5114  NAD 83(2011) Z  -  4,354,360.680 (meters)                     COMP
 DH5114  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 DH5114
 DH5114  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5114  Standards:
 DH5114         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5114            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5114  -------------------------------------------------------------------
 DH5114  NETWORK    0.20   0.31           0.09   0.07   0.16      0.03899820
 DH5114  -------------------------------------------------------------------
 DH5114  Click here for local accuracies and other accuracy information.
 DH5114
 DH5114.The horizontal coordinates were established by GPS observations
 DH5114.and adjusted by the National Geodetic Survey in June 2012.
 DH5114
 DH5114.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5114.been affixed to the stable North American tectonic plate. See 
 DH5114.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5114
 DH5114.The horizontal coordinates are valid at the epoch date displayed above
 DH5114.which is a decimal equivalence of Year/Month/Day.
 DH5114
 DH5114.The orthometric height was determined by GPS observations and a
 DH5114.high-resolution geoid model using precise GPS observation and
 DH5114.processing techniques.
 DH5114
 DH5114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5114.GEOID18 height accuracy estimate available here.
 DH5114
 DH5114.Click photographs - Photos may exist for this station.
 DH5114
 DH5114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5114
 DH5114.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5114
 DH5114.The ellipsoidal height was determined by GPS observations
 DH5114.and is referenced to NAD 83.
 DH5114
 DH5114. The following values were computed from the NAD 83(2011) position.
 DH5114
 DH5114;                    North         East     Units Scale Factor Converg.
 DH5114;SPC WI S     -   147,726.499   587,266.460   MT  0.99993332   -0 06 28.4
 DH5114;SPC WI S     -   484,666.02  1,926,723.38   sFT  0.99993332   -0 06 28.4
 DH5114;UTM  15      - 4,801,351.849   730,490.010   MT  1.00025355   +1 57 06.1
 DH5114
 DH5114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5114!SPC WI S     -   0.99996702  x   0.99993332  =   0.99990035
 DH5114!UTM  15      -   0.99996702  x   1.00025355  =   1.00022057
 DH5114
 DH5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3049001351(NAD 83)
 DH5114
 DH5114                          SUPERSEDED SURVEY CONTROL
 DH5114
 DH5114  NAD 83(2007)-  43 19 46.84764(N)    090 09 25.25063(W) AD(2002.00) 0
 DH5114  ELLIP H (02/10/07)  210.323  (m)                       GP(2002.00)    
 DH5114  NAD 83(1997)-  43 19 46.84754(N)    090 09 25.25104(W) AD(       ) 1
 DH5114  ELLIP H (08/01/05)  210.324  (m)                       GP(       ) 2 1
 DH5114  NAVD 88 (07/26/07)  244.66   (m)  GEOID03  model used  GPS OBS        
 DH5114
 DH5114.Superseded values are not recommended for survey control.
 DH5114
 DH5114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5114.See file dsdata.pdf to determine how the superseded data were derived.
 DH5114
 DH5114_MARKER: DD = SURVEY DISK
 DH5114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5114_STAMPING: BEAR CREEK C GPS 2004
 DH5114_MARK LOGO: WIDT
 DH5114_PROJECTION: FLUSH
 DH5114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5114+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2008
 DH5114
 DH5114  HISTORY     - Date     Condition        Report By
 DH5114  HISTORY     - 2003     MONUMENTED       WIDT
 DH5114  HISTORY     - 20080512 GOOD             WIDT
 DH5114
 DH5114                          STATION DESCRIPTION
 DH5114
 DH5114'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5114'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5114'STATE HIGHWAY 130  WITH COUNTY HIGHWAY N EAST ABOUT 10 MI EAST OF THE
 DH5114'CITY OF RICHLAND CENTER, GO EAST ON  COUNTY HIGHWAY N FOR 1.1 MI TO
 DH5114'GARVEY ROAD ON THE LEFT, CONTINUE EAST ON COUNTY  HIGHWAY N FOR 0.05
 DH5114'MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5114'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5114'IN THE TOP OF  A 41-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW THE
 DH5114'HIGHWAY PAVEMENT.  THE STATION IS  9.3 M NORTH OF THE CENTERLINE OF
 DH5114'COUNTY HIGHWAY N, 24.6 M NORTHWEST OF POWERPOLE  --10-3-20 42/28--, 10
 DH5114'M EAST OF THE WESTERN WOOD CORNER POST FOR A FENCE, 0.9 M SOUTH OF A
 DH5114'BARBED WIRE FENCE, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST
 DH5114'AND 1.0 M WEST OF AN  ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE THIS
 DH5114'STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES
 DH5114'ABOVE THE HORIZON.
 DH5114
 DH5114                          STATION RECOVERY (2008)
 DH5114
 DH5114'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5114'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.07 MILE EAST OF
 DH5114'GARVEY ROAD AND 14.5 M WEST OF THE WEST EDGE OF A BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4329 ***********************************************************************
 DJ4329  DESIGNATION -  BEAR CREEK GPS
 DJ4329  PID         -  DJ4329
 DJ4329  STATE/COUNTY-  WI/WAUPACA
 DJ4329  COUNTRY     -  US
 DJ4329  USGS QUAD   -  CLINTONVILLE SOUTH (2018)
 DJ4329
 DJ4329                         *CURRENT SURVEY CONTROL
 DJ4329  ______________________________________________________________________
 DJ4329* NAD 83(2011) POSITION- 44 31 53.80186(N) 088 49 47.25764(W)   ADJUSTED
 DJ4329* NAD 83(2011) ELLIP HT-   240.596 (meters)        (06/27/12)   ADJUSTED
 DJ4329* NAD 83(2011) EPOCH   -  2010.00
 DJ4329* NAVD 88 ORTHO HEIGHT -   277.009 (meters)      908.82  (feet) ADJUSTED
 DJ4329  ______________________________________________________________________
 DJ4329  GEOID HEIGHT    -        -36.412 (meters)                     GEOID18
 DJ4329  NAD 83(2011) X  -     93,012.723 (meters)                     COMP
 DJ4329  NAD 83(2011) Y  - -4,553,467.062 (meters)                     COMP
 DJ4329  NAD 83(2011) Z  -  4,450,561.717 (meters)                     COMP
 DJ4329  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 DJ4329  DYNAMIC HEIGHT  -        276.966 (meters)      908.68  (feet) COMP
 DJ4329  MODELED GRAVITY -    980,453.4   (mgal)                       NAVD 88
 DJ4329
 DJ4329  VERT ORDER      -  SECOND    CLASS I
 DJ4329
 DJ4329  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4329  Standards:
 DJ4329         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4329            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4329  -------------------------------------------------------------------
 DJ4329  NETWORK    0.35   0.31           0.16   0.12   0.16      0.04090733
 DJ4329  -------------------------------------------------------------------
 DJ4329  Click here for local accuracies and other accuracy information.
 DJ4329
 DJ4329.The horizontal coordinates were established by GPS observations
 DJ4329.and adjusted by the National Geodetic Survey in June 2012.
 DJ4329
 DJ4329.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4329.been affixed to the stable North American tectonic plate. See 
 DJ4329.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4329
 DJ4329.The horizontal coordinates are valid at the epoch date displayed above
 DJ4329.which is a decimal equivalence of Year/Month/Day.
 DJ4329
 DJ4329.The orthometric height was determined by differential leveling and
 DJ4329.adjusted by the WI DEPT OF TRANSP
 DJ4329.in May 2012.
 DJ4329
 DJ4329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4329.GEOID18 height accuracy estimate available here.
 DJ4329
 DJ4329.Click photographs - Photos may exist for this station.
 DJ4329
 DJ4329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4329
 DJ4329.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4329
 DJ4329.The ellipsoidal height was determined by GPS observations
 DJ4329.and is referenced to NAD 83.
 DJ4329
 DJ4329.The dynamic height is computed by dividing the NAVD 88
 DJ4329.geopotential number by the normal gravity value computed on the
 DJ4329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4329.degrees latitude (g = 980.6199 gals.).
 DJ4329
 DJ4329.The modeled gravity was interpolated from observed gravity values.
 DJ4329
 DJ4329. The following values were computed from the NAD 83(2011) position.
 DJ4329
 DJ4329;                    North         East     Units Scale Factor Converg.
 DJ4329;SPC WI C     -    78,261.441   693,008.625   MT  0.99995869   +0 49 32.4
 DJ4329;SPC WI C     -   256,762.74  2,273,645.80   sFT  0.99995869   +0 49 32.4
 DJ4329;UTM  16      - 4,932,548.903   354,613.688   MT  0.99985994   -1 17 00.5
 DJ4329
 DJ4329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4329!SPC WI C     -   0.99996228  x   0.99995869  =   0.99992097
 DJ4329!UTM  16      -   0.99996228  x   0.99985994  =   0.99982222
 DJ4329
 DJ4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5461332548(NAD 83)
 DJ4329
 DJ4329                          SUPERSEDED SURVEY CONTROL
 DJ4329
 DJ4329  NAD 83(2007)-  44 31 53.80193(N)    088 49 47.25843(W) AD(2002.00) 1
 DJ4329  ELLIP H (07/29/08)  240.630  (m)                       GP(2002.00) 3 1
 DJ4329  NAVD 88             276.99   (m)          908.8    (f) LEVELING    3  
 DJ4329  NAVD 88 (07/08/08)  276.985  (m)          908.74   (f) SUPERSEDED  2 1
 DJ4329
 DJ4329.Superseded values are not recommended for survey control.
 DJ4329
 DJ4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4329.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4329
 DJ4329_MARKER: DD = SURVEY DISK
 DJ4329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4329_STAMPING: BEAR CREEK GPS 2005
 DJ4329_MARK LOGO: WIDT
 DJ4329_PROJECTION: FLUSH
 DJ4329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4329+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DJ4329
 DJ4329  HISTORY     - Date     Condition        Report By
 DJ4329  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4329  HISTORY     - 20070109 GOOD             WIDT
 DJ4329  HISTORY     - 20101025 GOOD             WIDT
 DJ4329
 DJ4329                          STATION DESCRIPTION
 DJ4329
 DJ4329'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DJ4329'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DJ4329'HIGHWAY T ABOUT 4 MI (6.4 KM) WEST OF THE VILLAGE OF BEAR CREEK, GO
 DJ4329'WEST ON STATE HIGHWAY 22 FOR 0.5 MI (0.8 KM) TO NICHOLSON ROAD ON THE
 DJ4329'LEFT, CONTINUE WEST ON STATE HIGHWAY 22 FOR 0.05 MI (0.1 KM) TO THE
 DJ4329'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4329'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4329'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4329'THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4329'STATION IS 12.1 M (39.7 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DJ4329'22, 90 M (295.3 FT) WEST OF THE CENTERLINE OF NICHOLSON ROAD, 29.9 M
 DJ4329'(98.1 FT) SOUTHWEST OF A POWER POLE --40 C-36-2705--, 4 M (13.1 FT)
 DJ4329'NORTH OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST,
 DJ4329'AND NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4329'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4329'ABOVE THE HORIZON.
 DJ4329
 DJ4329                          STATION RECOVERY (2010)
 DJ4329
 DJ4329'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4337 ***********************************************************************
 DJ4337  DESIGNATION -  BEAR CREEK N GPS
 DJ4337  PID         -  DJ4337
 DJ4337  STATE/COUNTY-  WI/WAUPACA
 DJ4337  COUNTRY     -  US
 DJ4337  USGS QUAD   -  CLINTONVILLE SOUTH (2018)
 DJ4337
 DJ4337                         *CURRENT SURVEY CONTROL
 DJ4337  ______________________________________________________________________
 DJ4337* NAD 83(2011) POSITION- 44 34 56.34951(N) 088 45 41.08166(W)   ADJUSTED
 DJ4337* NAD 83(2011) ELLIP HT-   219.853 (meters)        (06/27/12)   ADJUSTED
 DJ4337* NAD 83(2011) EPOCH   -  2010.00
 DJ4337* NAVD 88 ORTHO HEIGHT -   256.246 (meters)      840.70  (feet) ADJUSTED
 DJ4337  ______________________________________________________________________
 DJ4337  GEOID HEIGHT    -        -36.394 (meters)                     GEOID18
 DJ4337  NAD 83(2011) X  -     98,361.415 (meters)                     COMP
 DJ4337  NAD 83(2011) Y  - -4,549,385.338 (meters)                     COMP
 DJ4337  NAD 83(2011) Z  -  4,454,562.400 (meters)                     COMP
 DJ4337  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 DJ4337  DYNAMIC HEIGHT  -        256.207 (meters)      840.57  (feet) COMP
 DJ4337  MODELED GRAVITY -    980,460.8   (mgal)                       NAVD 88
 DJ4337
 DJ4337  VERT ORDER      -  SECOND    CLASS I
 DJ4337
 DJ4337  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4337  Standards:
 DJ4337         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4337            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4337  -------------------------------------------------------------------
 DJ4337  NETWORK    0.29   0.25           0.13   0.10   0.13      0.01220902
 DJ4337  -------------------------------------------------------------------
 DJ4337  Click here for local accuracies and other accuracy information.
 DJ4337
 DJ4337.The horizontal coordinates were established by GPS observations
 DJ4337.and adjusted by the National Geodetic Survey in June 2012.
 DJ4337
 DJ4337.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4337.been affixed to the stable North American tectonic plate. See 
 DJ4337.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4337
 DJ4337.The horizontal coordinates are valid at the epoch date displayed above
 DJ4337.which is a decimal equivalence of Year/Month/Day.
 DJ4337
 DJ4337.The orthometric height was determined by differential leveling and
 DJ4337.adjusted by the WI DEPT OF TRANSP
 DJ4337.in May 2012.
 DJ4337
 DJ4337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4337.GEOID18 height accuracy estimate available here.
 DJ4337
 DJ4337.Click photographs - Photos may exist for this station.
 DJ4337
 DJ4337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4337
 DJ4337.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4337
 DJ4337.The ellipsoidal height was determined by GPS observations
 DJ4337.and is referenced to NAD 83.
 DJ4337
 DJ4337.The dynamic height is computed by dividing the NAVD 88
 DJ4337.geopotential number by the normal gravity value computed on the
 DJ4337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4337.degrees latitude (g = 980.6199 gals.).
 DJ4337
 DJ4337.The modeled gravity was interpolated from observed gravity values.
 DJ4337
 DJ4337. The following values were computed from the NAD 83(2011) position.
 DJ4337
 DJ4337;                    North         East     Units Scale Factor Converg.
 DJ4337;SPC WI C     -    83,975.946   698,357.332   MT  0.99995379   +0 52 26.1
 DJ4337;SPC WI C     -   275,511.08  2,291,194.01   sFT  0.99995379   +0 52 26.1
 DJ4337;UTM  16      - 4,938,062.035   360,168.560   MT  0.99984045   -1 14 11.7
 DJ4337
 DJ4337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4337!SPC WI C     -   0.99996553  x   0.99995379  =   0.99991932
 DJ4337!UTM  16      -   0.99996553  x   0.99984045  =   0.99980598
 DJ4337
 DJ4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6016838062(NAD 83)
 DJ4337
 DJ4337                          SUPERSEDED SURVEY CONTROL
 DJ4337
 DJ4337  NAD 83(2007)-  44 34 56.34958(N)    088 45 41.08245(W) AD(2002.00) 1
 DJ4337  ELLIP H (07/29/08)  219.889  (m)                       GP(2002.00) 3 1
 DJ4337  NAVD 88             256.22   (m)          840.6    (f) LEVELING    3  
 DJ4337  NAVD 88 (07/08/08)  256.222  (m)          840.62   (f) SUPERSEDED  2 1
 DJ4337
 DJ4337.Superseded values are not recommended for survey control.
 DJ4337
 DJ4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4337.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4337
 DJ4337_MARKER: DD = SURVEY DISK
 DJ4337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4337_STAMPING: BEAR CREEK N GPS 2005
 DJ4337_MARK LOGO: WIDT
 DJ4337_PROJECTION: FLUSH
 DJ4337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4337+STABILITY: SURFACE MOTION
 DJ4337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4337+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DJ4337
 DJ4337  HISTORY     - Date     Condition        Report By
 DJ4337  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4337  HISTORY     - 20070109 GOOD             WIDT
 DJ4337  HISTORY     - 20101025 GOOD             WIDT
 DJ4337  HISTORY     - 20150201 GOOD             WIDT
 DJ4337
 DJ4337                          STATION DESCRIPTION
 DJ4337
 DJ4337'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DJ4337'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45, STATE HIGHWAY
 DJ4337'22, AND STATE HIGHWAY 76 ABOUT 1 MI (1.6 KM) WEST OF THE VILLAGE OF
 DJ4337'BEAR CREEK, GO NORTH ON US HIGHWAY 45 AND STATE HIGHWAY 22 FOR 3.65 MI
 DJ4337'(5.9 KM) TO BROADVIEW LANE ON THE LEFT AND THE STATION ON THE LEFT.
 DJ4337'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4337'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4337'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4337'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4337'20.9 M (68.6 FT) WEST OF THE CENTERLINE OF US HIGHWAY 45 AND STATE
 DJ4337'HIGHWAY 22, 33.7 M (110.6 FT) EAST-SOUTHEAST OF A TELEPHONE PEDESTAL
 DJ4337'--L3 50--, 33.1 M (108.6 FT) EAST-SOUTHEAST OF A METAL RIGHT-OF-WAY
 DJ4337'POST, 20.0 M (65.6 FT) SOUTH OF THE CENTERLINE OF BROADVIEW LANE, 2 M
 DJ4337'(6.6 FT) EAST OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) EAST,
 DJ4337'NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DJ4337'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4337'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4337
 DJ4337                          STATION RECOVERY (2010)
 DJ4337
 DJ4337'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4337'RECOVERED IN GOOD CONDITION.
 DJ4337
 DJ4337                          STATION RECOVERY (2015)
 DJ4337
 DJ4337'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DJ4337'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5115 ***********************************************************************
 DH5115  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5115  DESIGNATION -  BEAR CREEK S GPS
 DH5115  PID         -  DH5115
 DH5115  STATE/COUNTY-  WI/SAUK
 DH5115  COUNTRY     -  US
 DH5115  USGS QUAD   -  BEAR VALLEY (2018)
 DH5115
 DH5115                         *CURRENT SURVEY CONTROL
 DH5115  ______________________________________________________________________
 DH5115* NAD 83(2011) POSITION- 43 15 05.11820(N) 090 09 54.39584(W)   ADJUSTED
 DH5115* NAD 83(2011) ELLIP HT-   197.647 (meters)        (06/27/12)   ADJUSTED
 DH5115* NAD 83(2011) EPOCH   -  2010.00
 DH5115* NAVD 88 ORTHO HEIGHT -   231.81  (meters)      760.5   (feet) GPS OBS
 DH5115  ______________________________________________________________________
 DH5115  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5115  GEOID HEIGHT    -        -34.162 (meters)                     GEOID12A
 DH5115  GEOID HEIGHT    -        -34.164 (meters)                     GEOID18
 DH5115  NAD 83(2011) X  -    -13,408.598 (meters)                     COMP
 DH5115  NAD 83(2011) Y  - -4,652,983.785 (meters)                     COMP
 DH5115  NAD 83(2011) Z  -  4,348,023.309 (meters)                     COMP
 DH5115  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 DH5115
 DH5115  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5115  Standards:
 DH5115         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5115            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5115  -------------------------------------------------------------------
 DH5115  NETWORK    0.24   0.39           0.11   0.08   0.20      0.09259219
 DH5115  -------------------------------------------------------------------
 DH5115  Click here for local accuracies and other accuracy information.
 DH5115
 DH5115.The horizontal coordinates were established by GPS observations
 DH5115.and adjusted by the National Geodetic Survey in June 2012.
 DH5115
 DH5115.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5115.been affixed to the stable North American tectonic plate. See 
 DH5115.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5115
 DH5115.The horizontal coordinates are valid at the epoch date displayed above
 DH5115.which is a decimal equivalence of Year/Month/Day.
 DH5115
 DH5115.The orthometric height was determined by GPS observations and a
 DH5115.high-resolution geoid model using precise GPS observation and
 DH5115.processing techniques.
 DH5115
 DH5115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5115.GEOID18 height accuracy estimate available here.
 DH5115
 DH5115.Click photographs - Photos may exist for this station.
 DH5115
 DH5115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5115
 DH5115.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5115
 DH5115.The ellipsoidal height was determined by GPS observations
 DH5115.and is referenced to NAD 83.
 DH5115
 DH5115. The following values were computed from the NAD 83(2011) position.
 DH5115
 DH5115;                    North         East     Units Scale Factor Converg.
 DH5115;SPC WI S     -   139,033.998   586,592.666   MT  0.99993595   -0 06 48.4
 DH5115;SPC WI S     -   456,147.38  1,924,512.77   sFT  0.99993595   -0 06 48.4
 DH5115;UTM  15      - 4,792,637.986   730,128.720   MT  1.00025152   +1 56 36.0
 DH5115
 DH5115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5115!SPC WI S     -   0.99996901  x   0.99993595  =   0.99990496
 DH5115!UTM  15      -   0.99996901  x   1.00025152  =   1.00022052
 DH5115
 DH5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3012892637(NAD 83)
 DH5115
 DH5115                          SUPERSEDED SURVEY CONTROL
 DH5115
 DH5115  NAD 83(2007)-  43 15 05.11827(N)    090 09 54.39670(W) AD(2002.00) 0
 DH5115  ELLIP H (02/10/07)  197.677  (m)                       GP(2002.00)    
 DH5115  NAD 83(1997)-  43 15 05.11814(N)    090 09 54.39706(W) AD(       ) 1
 DH5115  ELLIP H (08/01/05)  197.681  (m)                       GP(       ) 2 1
 DH5115  NAVD 88 (07/26/07)  231.82   (m)  GEOID03  model used  GPS OBS        
 DH5115
 DH5115.Superseded values are not recommended for survey control.
 DH5115
 DH5115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5115.See file dsdata.pdf to determine how the superseded data were derived.
 DH5115
 DH5115_MARKER: DD = SURVEY DISK
 DH5115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5115_STAMPING: BEAR CREEK S GPS 2004
 DH5115_MARK LOGO: WIDT
 DH5115_PROJECTION: FLUSH
 DH5115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5115+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2008
 DH5115
 DH5115  HISTORY     - Date     Condition        Report By
 DH5115  HISTORY     - 2003     MONUMENTED       WIDT
 DH5115  HISTORY     - 20080512 GOOD             WIDT
 DH5115
 DH5115                          STATION DESCRIPTION
 DH5115
 DH5115'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5115'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5115'STATE HIGHWAY 130  WITH COUNTY HIGHWAY B EAST ABOUT 5 MI NORTH OF THE
 DH5115'VILLAGE OF LONE ROCK, GO EAST ON  COUNTY HIGHWAY B FOR 2.0 MI TO
 DH5115'STRANG ROAD ON THE LEFT, CONTINUE EAST ON COUNTY  HIGHWAY B FOR 1.1 MI
 DH5115'TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE WISCONSIN
 DH5115'DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY  CONTROL STATION DISK
 DH5115'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M  BELOW THE
 DH5115'HIGHWAY PAVEMENT.  THE STATION IS 7.6 M SOUTH OF THE CENTERLINE OF
 DH5115'COUNTY  HIGHWAY  B, 76.4 M WEST-SOUTHWEST OF POWERPOLE--9-3-17 22/6--,
 DH5115'33.4 M EAST-SOUTHEAST OF  POWERPOLE--9-3-17 18/6--, 4 M NORTH OF A
 DH5115'CULTIVATED FIELD,  1.0 M EAST-SOUTHEAST OF AN  ORANGE 4X4 PLASTIC
 DH5115'WITNESS  POST, 1.0 M WEST-SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5115'POST AND 1.O M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE
 DH5115'THIS STATION HAS NO  VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DH5115'DEGREES ABOVE THE HORIZON.
 DH5115
 DH5115                          STATION RECOVERY (2008)
 DH5115
 DH5115'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5115'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.12 MILE WEST OF
 DH5115'BEAR VALLEY ROAD NORTH AND DANE HILL ROAD SOUTH AND 4.6 M EAST OF THE
 DH5115'EAST EDGE OF A BOX CULVERT.  ---NOTE--- THE DISK IS STAMPED --BEAR
 DH5115'CREEK S GPS 2004-- (NOT --EAR CREEK S GPS 2004--).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK4993 ***********************************************************************
 DK4993  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4993  DESIGNATION -  BEAR CREEK W GPS
 DK4993  PID         -  DK4993
 DK4993  STATE/COUNTY-  WI/WAUPACA
 DK4993  COUNTRY     -  US
 DK4993  USGS QUAD   -  CLINTONVILLE SOUTH (2018)
 DK4993
 DK4993                         *CURRENT SURVEY CONTROL
 DK4993  ______________________________________________________________________
 DK4993* NAD 83(2011) POSITION- 44 35 25.25157(N) 088 50 56.45540(W)   ADJUSTED
 DK4993* NAD 83(2011) ELLIP HT-   230.278 (meters)        (06/27/12)   ADJUSTED
 DK4993* NAD 83(2011) EPOCH   -  2010.00
 DK4993* NAVD 88 ORTHO HEIGHT -   266.67  (meters)      874.9   (feet) GPS OBS
 DK4993  ______________________________________________________________________
 DK4993  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK4993  GEOID HEIGHT    -        -36.391 (meters)                     GEOID12A
 DK4993  GEOID HEIGHT    -        -36.390 (meters)                     GEOID18
 DK4993  NAD 83(2011) X  -     91,392.975 (meters)                     COMP
 DK4993  NAD 83(2011) Y  - -4,548,911.673 (meters)                     COMP
 DK4993  NAD 83(2011) Z  -  4,455,205.117 (meters)                     COMP
 DK4993  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 DK4993
 DK4993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4993  Standards:
 DK4993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4993  -------------------------------------------------------------------
 DK4993  NETWORK    0.45   0.37           0.20   0.16   0.19      0.12504407
 DK4993  -------------------------------------------------------------------
 DK4993  Click here for local accuracies and other accuracy information.
 DK4993
 DK4993.The horizontal coordinates were established by GPS observations
 DK4993.and adjusted by the National Geodetic Survey in June 2012.
 DK4993
 DK4993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4993.been affixed to the stable North American tectonic plate. See 
 DK4993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4993
 DK4993.The horizontal coordinates are valid at the epoch date displayed above
 DK4993.which is a decimal equivalence of Year/Month/Day.
 DK4993
 DK4993.The orthometric height was determined by GPS observations and a
 DK4993.high-resolution geoid model using precise GPS observation and
 DK4993.processing techniques.
 DK4993
 DK4993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4993.GEOID18 height accuracy estimate available here.
 DK4993
 DK4993.Click photographs - Photos may exist for this station.
 DK4993
 DK4993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4993
 DK4993.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4993
 DK4993.The ellipsoidal height was determined by GPS observations
 DK4993.and is referenced to NAD 83.
 DK4993
 DK4993. The following values were computed from the NAD 83(2011) position.
 DK4993
 DK4993;                    North         East     Units Scale Factor Converg.
 DK4993;SPC WI C     -    84,765.598   691,388.479   MT  0.99995308   +0 48 43.6
 DK4993;SPC WI C     -   278,101.80  2,268,330.37   sFT  0.99995308   +0 48 43.6
 DK4993;UTM  16      - 4,939,107.682   353,234.215   MT  0.99986489   -1 17 53.9
 DK4993
 DK4993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4993!SPC WI C     -   0.99996390  x   0.99995308  =   0.99991698
 DK4993!UTM  16      -   0.99996390  x   0.99986489  =   0.99982879
 DK4993
 DK4993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5323439107(NAD 83)
 DK4993
 DK4993                          SUPERSEDED SURVEY CONTROL
 DK4993
 DK4993  NAD 83(2007)-  44 35 25.25164(N)    088 50 56.45620(W) AD(2002.00) 1
 DK4993  ELLIP H (07/29/08)  230.312  (m)                       GP(2002.00) 3 1
 DK4993  NAVD 88 (07/29/08)  266.64   (m)  GEOID03  model used  GPS OBS        
 DK4993
 DK4993.Superseded values are not recommended for survey control.
 DK4993
 DK4993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4993.See file dsdata.pdf to determine how the superseded data were derived.
 DK4993
 DK4993_MARKER: DD = SURVEY DISK
 DK4993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4993_STAMPING: BEAR CREEK W GPS 2005
 DK4993_MARK LOGO: WIDT
 DK4993_PROJECTION: FLUSH
 DK4993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4993+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 DK4993
 DK4993  HISTORY     - Date     Condition        Report By
 DK4993  HISTORY     - 2004     MONUMENTED       WIDT
 DK4993  HISTORY     - 20070109 GOOD             WIDT
 DK4993  HISTORY     - 20101025 GOOD             WIDT
 DK4993
 DK4993                          STATION DESCRIPTION
 DK4993
 DK4993'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DK4993'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DK4993'HIGHWAY T ABOUT 4 MI (6.4 KM) SOUTHWEST OF THE CITY OF CLINTONVILLE,
 DK4993'GO WEST ON COUNTY HIGHWAY O FOR 1.5 MI (2.4 KM) TO A LEFT CURVE IN THE
 DK4993'HIGHWAY AND ISLAND ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DK4993'ISLAND ROAD FOR 1.05 MI (1.7 KM) TO MINTZ ROAD ON THE LEFT, TURN LEFT
 DK4993'AND GO WEST ON MINTZ ROAD FOR 50 M (164.0 FT) TO THE STATION ON THE
 DK4993'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DK4993'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DK4993'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DK4993'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.6 M
 DK4993'(21.7 FT) SOUTH OF THE CENTERLINE OF MINTZ ROAD, 50.7 M (166.3 FT)
 DK4993'WEST OF THE CENTERLINE OF ISLAND ROAD.  24.1 M (79.1 FT) SOUTHWEST OF
 DK4993'A WOOD POST FOR A --DEAD END-- SIGN, AND 1.0 M (3.3 FT) NORTH,
 DK4993'SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK4993'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK4993'THAN 15 DEGREES ABOVE THE HORIZON.
 DK4993
 DK4993                          STATION RECOVERY (2010)
 DK4993
 DK4993'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK4993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0982 ***********************************************************************
 NH0982  DESIGNATION -  BEAUMONT
 NH0982  PID         -  NH0982
 NH0982  STATE/COUNTY-  WI/RACINE
 NH0982  COUNTRY     -  US
 NH0982  USGS QUAD   -  UNION GROVE (2018)
 NH0982
 NH0982                         *CURRENT SURVEY CONTROL
 NH0982  ______________________________________________________________________
 NH0982* NAD 83(1991) POSITION- 42 44 31.93665(N) 088 06 29.17149(W)   ADJUSTED
 NH0982* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 NH0982  ______________________________________________________________________
 NH0982  GEOID HEIGHT    -        -34.602 (meters)                     GEOID18
 NH0982  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 NH0982  HORZ ORDER      -  THIRD
 NH0982
 NH0982.The horizontal coordinates were established by classical geodetic methods
 NH0982.and adjusted by the National Geodetic Survey in November 1991.
 NH0982
 NH0982.The orthometric height was scaled from a topographic map.
 NH0982
 NH0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0982.GEOID18 height accuracy estimate available here.
 NH0982
 NH0982.Click photographs - Photos may exist for this station.
 NH0982
 NH0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0982
 NH0982. The following values were computed from the NAD 83(1991) position.
 NH0982
 NH0982;                    North         East     Units Scale Factor Converg.
 NH0982;SPC WI S     -    84,209.894   754,896.899   MT  0.99999822   +1 17 59.7
 NH0982;SPC WI S     -   276,278.63  2,476,690.91   sFT  0.99999822   +1 17 59.7
 NH0982;UTM  16      - 4,732,782.992   409,303.204   MT  0.99970120   -0 45 07.6
 NH0982
 NH0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0982!SPC WI S     -   0.99996701  x   0.99999822  =   0.99996523
 NH0982!UTM  16      -   0.99996701  x   0.99970120  =   0.99966822
 NH0982
 NH0982:                Primary Azimuth Mark                     Grid Az
 NH0982:SPC WI S     -  BEAUMONT AZ MK                           218 11 54.8
 NH0982:UTM  16      -  BEAUMONT AZ MK                           220 15 02.1
 NH0982
 NH0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0930332782(NAD 83)
 NH0982
 NH0982|---------------------------------------------------------------------|
 NH0982| PID    Reference Object                     Distance      Geod. Az  |
 NH0982|                                                           dddmmss.s |
 NH0982| CJ7905 CALEDONIA PP 2                       75.895 METERS 11728     |
 NH0982| NH0979 UNION GROVE SO WIS COLONY TANK      APPROX. 5.6 KM 1602207.8 |
 NH0982| CI8994 BEAUMONT RM 1                        20.925 METERS 19127     |
 NH0982| CI8993 BEAUMONT AZ MK                                     2192954.5 |
 NH0982| CI8995 BEAUMONT RM 2                        25.976 METERS 25910     |
 NH0982| CJ7904 CALEDONIA PP 1                       60.655 METERS 30518     |
 NH0982| NH0965 NORWAY MUSKEGO EVAN LUTH CH         APPROX. 8.5 KM 3224316.8 |
 NH0982|---------------------------------------------------------------------|
 NH0982
 NH0982                          SUPERSEDED SURVEY CONTROL
 NH0982
 NH0982  NAD 83(1986)-  42 44 31.92835(N)    088 06 29.18258(W) AD(       ) 3
 NH0982  NAD 27      -  42 44 31.86380(N)    088 06 28.87170(W) AD(       ) 3
 NH0982
 NH0982.Superseded values are not recommended for survey control.
 NH0982
 NH0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0982.See file dsdata.pdf to determine how the superseded data were derived.
 NH0982
 NH0982_MARKER: DS = TRIANGULATION STATION DISK
 NH0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0982_STAMPING: BEAUMONT 1957
 NH0982_MARK LOGO: CGS
 NH0982_PROJECTION: RECESSED 36 CENTIMETERS
 NH0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0982+STABILITY: SURFACE MOTION
 NH0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0982+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2009
 NH0982
 NH0982  HISTORY     - Date     Condition        Report By
 NH0982  HISTORY     - 1957     MONUMENTED       CGS
 NH0982  HISTORY     - 1973     GOOD             LOCENG
 NH0982  HISTORY     - 20090322 GOOD             INDIV
 NH0982
 NH0982                          STATION DESCRIPTION
 NH0982
 NH0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH0982'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF WATERFORD,
 NH0982'0.15 MILE EAST OF BEAUMONT, ON THE NORTH SIDE OF STATE HIGHWAY
 NH0982'20, ON PROPERTY OWNED AND OCCUPIED BY MRS. MAUD LEGGERT.  IT
 NH0982'IS 45.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY 20, 11 FEET
 NH0982'NORTH OF AN EAST-WEST FENCE, 26.5 FEET WEST OF A NORTH-SOUTH
 NH0982'FENCE AND 11.5 FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT
 NH0982'IS 14 INCHES BELOW THE GROUND SURFACE AND THE DISK IS STAMPED
 NH0982'BEAUMONT 1957.
 NH0982'
 NH0982'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20
 NH0982'AND STATE HIGHWAY 75 IN BEAUMONT, GO EAST ON HIGHWAY 20
 NH0982'FOR 0.15 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 NH0982'AZIMUTH MARK FROM THE STATION, GO WEST TO THE JUNCTION OF
 NH0982'STATE HIGHWAYS 20 AND 75.  TURN LEFT, SOUTH, AND GO 0.15
 NH0982'MILE TO THE AZIMUTH MARK ON THE LEFT.
 NH0982'
 NH0982'REFERENCE MARK 1 IS 22.3 FEET SOUTH OF THE CENTERLINE OF
 NH0982'STATE HIGHWAY 20, 1 FOOT NORTH OF AN EAST-WEST FENCE AND 5.8
 NH0982'FEET WEST OF A POWER LINE POLE.  THE MONUMENT IS FLUSH AND
 NH0982'THE DISK IS STAMPED BEAUMONT 1957.
 NH0982'
 NH0982'REFERENCE MARK 2 IS 31 FEET NORTH OF THE CENTERLINE OF STATE
 NH0982'HIGHWAY 20, 1 FOOT NORTH OF AN EAST-WEST FENCE, 13 FEET
 NH0982'NORTHWEST OF A TELEPHONE LINE POLE AND 127.7 FEET EAST OF A
 NH0982'FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH0982'BEAUMONT 1957.
 NH0982'
 NH0982'THE AZIMUTH MARK IS 27.5 FEET EAST OF THE CENTERLINE OF STATE
 NH0982'HIGHWAY 75, 19 FEET NORTH OF THE NORTH EDGE OF A WIRE GATE, 2
 NH0982'FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 NH0982'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH0982'BEAUMONT 1957.
 NH0982'
 NH0982'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 NH0982
 NH0982                          STATION RECOVERY (1973)
 NH0982
 NH0982'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (GME)
 NH0982'RECOVERED BY NIELSEN MADSEN CONSULTING ENG.
 NH0982'
 NH0982'BEAUMONT 1957-GOOD 14 IN BELOW SURFACE
 NH0982'
 NH0982'R.M. 1-GOOD FLUSH
 NH0982'
 NH0982'R.M. 2-GOOD 6 IN BELOW SURFACE.
 NH0982'
 NH0982'AZ MK GOOD FLUSH
 NH0982
 NH0982                          STATION RECOVERY (2009)
 NH0982
 NH0982'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 NH0982'WITNESS POST HAS BEEN MOVED. IT IS NOW 2' SOUTH OF STATION. ALL FENCES
 NH0982'ARE GONE. STATION IS 9' SOUTH OF FIELD EDGE. STATION IS 50' NORTH OF
 NH0982'CENTERLINE OF ROAD OF EAST-WEST ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO1454 ***********************************************************************
 QO1454  DESIGNATION -  BEAVER
 QO1454  PID         -  QO1454
 QO1454  STATE/COUNTY-  WI/ST CROIX
 QO1454  COUNTRY     -  US
 QO1454  USGS QUAD   -  GLENWOOD CITY (2018)
 QO1454
 QO1454                         *CURRENT SURVEY CONTROL
 QO1454  ______________________________________________________________________
 QO1454* NAD 83(1996) POSITION- 45 01 18.60796(N) 092 13 03.51344(W)   ADJUSTED
 QO1454* NAVD 88 ORTHO HEIGHT -   389.1   (meters)     1277.    (feet) VERTCON3
 QO1454  ______________________________________________________________________
 QO1454  GEOID HEIGHT    -        -30.631 (meters)                     GEOID18
 QO1454  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 QO1454  HORZ ORDER      -  SECOND
 QO1454
 QO1454.The horizontal coordinates were established by classical geodetic methods
 QO1454.and adjusted by the National Geodetic Survey in March 1999.
 QO1454
 QO1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1454
 QO1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1454.GEOID18 height accuracy estimate available here.
 QO1454
 QO1454.Click photographs - Photos may exist for this station.
 QO1454
 QO1454.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1454
 QO1454. The following values were computed from the NAD 83(1996) position.
 QO1454
 QO1454;                    North         East     Units Scale Factor Converg.
 QO1454;SPC WI C     -   134,452.001   425,243.849   MT  0.99994393   -1 33 53.0
 QO1454;SPC WI C     -   441,114.61  1,395,154.19   sFT  0.99994393   -1 33 53.0
 QO1454;UTM  15      - 4,985,673.749   561,638.305   MT  0.99964672   +0 33 12.4
 QO1454
 QO1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1454!SPC WI C     -   0.99994381  x   0.99994393  =   0.99988774
 QO1454!UTM  15      -   0.99994381  x   0.99964672  =   0.99959055
 QO1454
 QO1454:                Primary Azimuth Mark                     Grid Az
 QO1454:SPC WI C     -  KENT                                     107 02 23.2
 QO1454:UTM  15      -  KENT                                     104 55 17.8
 QO1454
 QO1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6163885673(NAD 83)
 QO1454
 QO1454|---------------------------------------------------------------------|
 QO1454| PID    Reference Object                     Distance      Geod. Az  |
 QO1454|                                                           dddmmss.s |
 QO1454| CJ3835 BEAVER RM 1                          11.732 METERS 02040     |
 QO1454| PP2174 KENT                                APPROX. 9.9 KM 1052830.2 |
 QO1454| CJ3836 BEAVER RM 2                          10.940 METERS 15152     |
 QO1454|---------------------------------------------------------------------|
 QO1454
 QO1454                          SUPERSEDED SURVEY CONTROL
 QO1454
 QO1454  NAD 83(1991)-  45 01 18.60555(N)    092 13 03.51127(W) AD(       ) 2
 QO1454  NAD 83(1986)-  45 01 18.59869(N)    092 13 03.51988(W) AD(       ) 2
 QO1454  NAD 27      -  45 01 18.72921(N)    092 13 02.84538(W) AD(       ) 2
 QO1454  NGVD 29 (07/19/86)  389.0    (m)         1276.     (f) VERT ANG       
 QO1454
 QO1454.Superseded values are not recommended for survey control.
 QO1454
 QO1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1454.See file dsdata.pdf to determine how the superseded data were derived.
 QO1454
 QO1454_MARKER: DD = SURVEY DISK
 QO1454_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1454+WITH SETTING: INFORMATION.
 QO1454_STAMPING: ET BEAVER 1972
 QO1454_MARK LOGO: USGS
 QO1454_PROJECTION: RECESSED 20 CENTIMETERS
 QO1454_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1454
 QO1454  HISTORY     - Date     Condition        Report By
 QO1454  HISTORY     - 1972     MONUMENTED       USGS
 QO1454
 QO1454                          STATION DESCRIPTION
 QO1454
 QO1454'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 QO1454'STATION IS 2.5 MI. S. AND 2.2 MI. W. OF TOWN OF GLENWOOD CITY,
 QO1454'FROM JUNCTION STATE HIGHWAYS 128 AND 170, NEAR CENTER OF TOWN,
 QO1454'T. 29 N., R. 15 W., ABOUT 0.15 MI. S. OF QUARTER CORNERS
 QO1454'BETWEEN SECS. 4 AND 5.
 QO1454'
 QO1454'TO REACH FROM JUNCTION OF STATE HIGHWAYS 128 AND 170, GO S. AND
 QO1454'SW. ON STATE HIGHWAY 128 FOR 2.4 MI. TO JUNCTION STATE HIGHWAY
 QO1454'128 AND COUNTY ROAD DD, GO W. ON COUNTY ROAD DD 1.5 MI. TO
 QO1454'T-RD. S., GO S. ABOUT 0.7 MI. TO STATION ON LEFT, ACROSS
 QO1454'RD. FROM SMALL WHITE HOUSE TRIMMED IN BLUE.
 QO1454'
 QO1454'STATION MARK STAMPED ET BEAVER 1972 IS 22 FT. S. AND 11
 QO1454'FT. E OF CENTER LINE RD. AT DRIVE WSW, 16 FT. W. OF E. R/W
 QO1454'FENCE, STATION SET ABOUT 8 IN. BELOW SURFACE.
 QO1454'
 QO1454'REFERENCE MARK NO. 1 STAMPED BEAVER NO 1 1972 IS 38 FT. NNE. OF
 QO1454'STATION, 10 FT. N. AND 25 FT. E. CENTER LINE RD. AT DRIVE
 QO1454'WSW., 2 FT. W. OF E. R/W FENCE.
 QO1454'
 QO1454'REFERENCE MARK NO. 2 STAMPED BEAVER NO 2 1972 IS 36 FT. SSE. OF
 QO1454'STATION, 53 FT. S. AND 28 FT. E. CENTER LINE RD. AT DRIVE
 QO1454'WSW., 1 FT.W. OF E. R/W.
 QO1454'
 QO1454'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 QO1454'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE, AND FILLED WITH
 QO1454'GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK NO. 1 AND REFERENCE
 QO1454'MARK NO. 2 ARE FLUSH WITH GROUND.  STATION SET ABOUT 8
 QO1454'IN. BELOW SURFACE.
 QO1454'
 QO1454'NO AZIMUTH USED.
 QO1454'
 QO1454'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0613 ***********************************************************************
 QM0613  DESIGNATION -  BEAVER
 QM0613  PID         -  QM0613
 QM0613  STATE/COUNTY-  WI/MARINETTE
 QM0613  COUNTRY     -  US
 QM0613  USGS QUAD   -  CRIVITZ (2018)
 QM0613
 QM0613                         *CURRENT SURVEY CONTROL
 QM0613  ______________________________________________________________________
 QM0613* NAD 83(1991) POSITION- 45 10 41.51896(N) 088 06 34.05584(W)   ADJUSTED
 QM0613* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 QM0613  ______________________________________________________________________
 QM0613  GEOID HEIGHT    -        -36.036 (meters)                     GEOID18
 QM0613  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 QM0613  HORZ ORDER      -  FIRST
 QM0613
 QM0613.The horizontal coordinates were established by classical geodetic methods
 QM0613.and adjusted by the National Geodetic Survey in November 1991.
 QM0613
 QM0613.The orthometric height was scaled from a topographic map.
 QM0613
 QM0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0613.GEOID18 height accuracy estimate available here.
 QM0613
 QM0613.Click photographs - Photos may exist for this station.
 QM0613
 QM0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0613
 QM0613. The following values were computed from the NAD 83(1991) position.
 QM0613
 QM0613;                    North         East     Units Scale Factor Converg.
 QM0613;SPC WI C     -   151,171.694   748,580.146   MT  0.99995458   +1 20 02.1
 QM0613;SPC WI C     -   495,969.13  2,455,966.70   sFT  0.99995458   +1 20 02.1
 QM0613;UTM  16      - 5,003,345.112   412,829.083   MT  0.99969343   -0 47 13.2
 QM0613
 QM0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0613!SPC WI C     -   0.99996223  x   0.99995458  =   0.99991681
 QM0613!UTM  16      -   0.99996223  x   0.99969343  =   0.99965567
 QM0613
 QM0613:                Primary Azimuth Mark                     Grid Az
 QM0613:SPC WI C     -  BEAVER AZ MK                             193 36 34.3
 QM0613:UTM  16      -  BEAVER AZ MK                             195 43 49.6
 QM0613
 QM0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1282903345(NAD 83)
 QM0613
 QM0613|---------------------------------------------------------------------|
 QM0613| PID    Reference Object                     Distance      Geod. Az  |
 QM0613|                                                           dddmmss.s |
 QM0613| QM0612 BEAVER LOOKOUT                       10.302 METERS 14331     |
 QM0613| CJ4247 BEAVER RM 1                          14.396 METERS 17148     |
 QM0613| CJ4246 BEAVER AZ MK                                       1945636.4 |
 QM0613| CJ4248 BEAVER RM 2                          15.301 METERS 30637     |
 QM0613|---------------------------------------------------------------------|
 QM0613
 QM0613                          SUPERSEDED SURVEY CONTROL
 QM0613
 QM0613  NAD 83(1986)-  45 10 41.52001(N)    088 06 34.06485(W) AD(       ) 1
 QM0613  NAD 27      -  45 10 41.60500(N)    088 06 33.69100(W) AD(       ) 1
 QM0613
 QM0613.Superseded values are not recommended for survey control.
 QM0613
 QM0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0613.See file dsdata.pdf to determine how the superseded data were derived.
 QM0613
 QM0613_MARKER: DS = TRIANGULATION STATION DISK
 QM0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0613_STAMPING: BEAVER 1934
 QM0613_MARK LOGO: CGS
 QM0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0613+STABILITY: SURFACE MOTION
 QM0613
 QM0613  HISTORY     - Date     Condition        Report By
 QM0613  HISTORY     - 1934     MONUMENTED       CGS
 QM0613  HISTORY     - 20011006 GOOD             USPSQD
 QM0613
 QM0613                          STATION DESCRIPTION
 QM0613
 QM0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0613'STATION IS ABOUT 8 MILES NORTHWEST OF POUND, ABOUT 9 MILES
 QM0613'SOUTHWEST OF CRIVITZ, ABOUT 18 MILES EAST OF MOUNTAIN, IN
 QM0613'NORTHEAST QUARTER SEC. 10, T. 31 N., R. 19 E., ON LAND OWNED
 QM0613'BY MRS. B.A. DE WOLF AND OCCUPIED BY THE BEAVER LOOKOUT TOWER.
 QM0613'IT IS 33.8 FEET NORTHWEST OF CENTER OF THE BEAVER LOOKOUT, 22
 QM0613'FEET NORTH-NORTHWEST OF NORTHWEST LEG OF THE LOOKOUT, AT CENTER
 QM0613'OF RIDGE AND CLEARING.  THE MARK PROJECTS 5 INCHES.
 QM0613'
 QM0613'TO REACH FROM CRIVITZ, AT JUNCTION OF HIGHWAYS JUST EAST
 QM0613'OF TOWN, GO SOUTH ON U.S. HIGHWAY 141 FOR 6.8 MILES TO
 QM0613'INTERSECTION WITH COUNTY HIGHWAY P AT BEAVER.  GO WEST ON
 QM0613'HIGHWAY P FOR 6.5 MILES TO A T-ROAD LEADING NORTH, THENCE NORTH
 QM0613'ON T-ROAD 1.4 MILES TO A GATE ACROSS TRAIL THAT LEADS TO THE
 QM0613'LOOKOUT, THENCE THROUGH GATE AND EAST AND SOUTHEAST ON FIRE
 QM0613'TRAIL 0.3 MILE TO THE BEAVER LOOKOUT AND STATION.
 QM0613'
 QM0613'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 12 FEET SOUTH-SOUTHWEST
 QM0613'OF SOUTHWEST LEG OF THE LOOKOUT, AT SOUTHWEST EDGE OF CLEARING,
 QM0613'AND PROJECTS 6 INCHES.
 QM0613'
 QM0613'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, AT WEST EDGE
 QM0613'OF CLEARING, 10 FEET SOUTHWEST OF CENTER LINE OF THE FIRE
 QM0613'TRAIL THAT LEADS TO THE LOOKOUT, 89.97 FEET NORTH-NORTHWEST OF
 QM0613'REFERENCE MARK NO. 1, AND PROJECTS 6 INCHES.
 QM0613'
 QM0613'AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION, 23 FEET WEST OF
 QM0613'CENTER LINE OF NORTH-SOUTH ROAD, 1 FOOT EAST OF RIGHT-OF-WAY
 QM0613'FENCE, 60 FEET NORTH OF A 15-INCH OAK, 0.15 MILE NORTH OF
 QM0613'COUNTY HIGHWAY P, AND PROJECTS 6 INCHES.
 QM0613'
 QM0613'A 60-FOOT SIGNAL AT CRIVITZ IS VISIBLE FROM THE GROUND.
 QM0613'
 QM0613'A 60-FOOT SIGNAL AT INLET IS VISIBLE FROM THE GROUND.
 QM0613'
 QM0613'AN 87-FOOT SIGNAL AT SUNDRE COMES INTO VIEW AT 10 FEET.
 QM0613'
 QM0613'AN 87-FOOT SIGNAL AT PATZ IS VISIBLE FROM THE GROUND.
 QM0613'
 QM0613'A 100-FOOT SIGNAL AT THUNDER IS VISIBLE FROM THE GROUND.
 QM0613'
 QM0613'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0613'BRONZE DISKS.
 QM0613'
 QM0613'HEIGHT OF LIGHT ABOVE STATION MARK - 47 FEET.
 QM0613
 QM0613                          STATION RECOVERY (2001)
 QM0613
 QM0613'RECOVERY NOTE BY US POWER SQUADRON 2001 (KS)
 QM0613'RM 1, RM 2, AND AZ MARKS ALSO FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5161 ***********************************************************************
 DN5161  DESIGNATION -  BEAVER BROOK C GPS
 DN5161  PID         -  DN5161
 DN5161  STATE/COUNTY-  WI/WASHBURN
 DN5161  COUNTRY     -  US
 DN5161  USGS QUAD   -  SPOONER LAKE (2018)
 DN5161
 DN5161                         *CURRENT SURVEY CONTROL
 DN5161  ______________________________________________________________________
 DN5161* NAD 83(2011) POSITION- 45 45 41.39860(N) 091 50 54.99313(W)   ADJUSTED
 DN5161* NAD 83(2011) ELLIP HT-   371.353 (meters)        (04/15/13)   ADJUSTED
 DN5161* NAD 83(2011) EPOCH   -  2010.00
 DN5161* NAVD 88 ORTHO HEIGHT -   400.677 (meters)     1314.55  (feet) ADJUSTED
 DN5161  ______________________________________________________________________
 DN5161  GEOID HEIGHT    -        -29.324 (meters)                     GEOID18
 DN5161  NAD 83(2011) X  -   -143,796.786 (meters)                     COMP
 DN5161  NAD 83(2011) Y  - -4,455,289.878 (meters)                     COMP
 DN5161  NAD 83(2011) Z  -  4,547,059.206 (meters)                     COMP
 DN5161  LAPLACE CORR    -         -9.10  (seconds)                    DEFLEC18
 DN5161  DYNAMIC HEIGHT  -        400.651 (meters)     1314.47  (feet) COMP
 DN5161  MODELED GRAVITY -    980,541.0   (mgal)                       NAVD 88
 DN5161
 DN5161  VERT ORDER      -  SECOND    CLASS I
 DN5161
 DN5161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5161  Standards:
 DN5161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5161  -------------------------------------------------------------------
 DN5161  NETWORK    0.52   1.08           0.23   0.19   0.55      0.09454237
 DN5161  -------------------------------------------------------------------
 DN5161  Click here for local accuracies and other accuracy information.
 DN5161
 DN5161.The horizontal coordinates were established by GPS observations
 DN5161.and adjusted by the National Geodetic Survey in April 2013.
 DN5161
 DN5161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5161.been affixed to the stable North American tectonic plate. See 
 DN5161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5161
 DN5161.The horizontal coordinates are valid at the epoch date displayed above
 DN5161.which is a decimal equivalence of Year/Month/Day.
 DN5161
 DN5161.The orthometric height was determined by differential leveling and
 DN5161.adjusted by the WI DEPT OF TRANSP
 DN5161.in May 2012.
 DN5161
 DN5161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5161.GEOID18 height accuracy estimate available here.
 DN5161
 DN5161.Click photographs - Photos may exist for this station.
 DN5161
 DN5161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5161
 DN5161.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5161
 DN5161.The ellipsoidal height was determined by GPS observations
 DN5161.and is referenced to NAD 83.
 DN5161
 DN5161.The dynamic height is computed by dividing the NAVD 88
 DN5161.geopotential number by the normal gravity value computed on the
 DN5161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5161.degrees latitude (g = 980.6199 gals.).
 DN5161
 DN5161.The modeled gravity was interpolated from observed gravity values.
 DN5161
 DN5161. The following values were computed from the NAD 83(2011) position.
 DN5161
 DN5161;                    North         East     Units Scale Factor Converg.
 DN5161;SPC WI N     -    67,785.334   456,203.870   MT  0.99997034   -1 20 00.7
 DN5161;SPC WI N     -   222,392.38  1,496,728.86   sFT  0.99997034   -1 20 00.7
 DN5161;UTM  15      - 5,068,193.607   589,536.981   MT  0.99969856   +0 49 29.9
 DN5161
 DN5161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5161!SPC WI N     -   0.99994179  x   0.99997034  =   0.99991213
 DN5161!UTM  15      -   0.99994179  x   0.99969856  =   0.99964036
 DN5161
 DN5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8953668193(NAD 83)
 DN5161
 DN5161                          SUPERSEDED SURVEY CONTROL
 DN5161
 DN5161  NAD 83(2007)-  45 45 41.39868(N)    091 50 54.99377(W) AD(2002.00) 1
 DN5161  ELLIP H (04/06/12)  371.388  (m)                       GP(2002.00) 1 1
 DN5161  NAVD 88             400.68   (m)         1314.6    (f) LEVELING    3  
 DN5161
 DN5161.Superseded values are not recommended for survey control.
 DN5161
 DN5161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5161.See file dsdata.pdf to determine how the superseded data were derived.
 DN5161
 DN5161_MARKER: DD = SURVEY DISK
 DN5161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5161_STAMPING: BEAVER BROOK C GPS 2006
 DN5161_MARK LOGO: WIDT
 DN5161_PROJECTION: FLUSH
 DN5161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5161+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2010
 DN5161
 DN5161  HISTORY     - Date     Condition        Report By
 DN5161  HISTORY     - 2005     MONUMENTED       WIDT
 DN5161  HISTORY     - 20100921 GOOD             WIDT
 DN5161
 DN5161                          STATION DESCRIPTION
 DN5161
 DN5161'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5161'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DN5161'HIGHWAY B APPROXIMATELY 5 MI (8.0 KM) NORTHEAST OF THE CITY OF SHELL
 DN5161'LAKE, GO WEST ON COUNTY HIGHWAY B FOR 0.7 MI (1.1 KM) TO STATE HIGHWAY
 DN5161'253.  TURN RIGHT AND GO NORTHWEST ON STATE HIGHWAY 253 FOR 0.5 MI (0.8
 DN5161'KM) TO HUBIN ROAD.  CONTINUE NORTHWEST ON STATE HIGHWAY 253 FOR 0.16
 DN5161'MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DN5161'
 DN5161'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5161'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5161'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5161'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN5161'PAVEMENT.
 DN5161'
 DN5161'THE STATION IS 12.0 M (39.4 FT) NORTHEAST OF THE CENTERLINE OF STATE
 DN5161'HIGHWAY 253, 0.53 MI (0.9 KM) SOUTHEAST OF WOODCRAFT ROAD WEST AND
 DN5161'CRANBERRY DRIVE EAST, 78.5 M (257.5 FT) SOUTHEAST OF A FIELD ENTRANCE,
 DN5161'12.4 M (40.7 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF A GATED FIELD
 DN5161'ENTRANCE, 1.4 M (4.6 FT) SOUTHWEST OF A CULTIVATED FIELD, 1.2 M (3.9
 DN5161'FT) NORTHEAST OF A METAL COUNTY SURVEYOR WITNESS POST AND IS 1 M (3.3
 DN5161'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN5161'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5161'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9070 ***********************************************************************
 AC9070  DESIGNATION -  BEAVER C 406
 AC9070  PID         -  AC9070
 AC9070  STATE/COUNTY-  WI/POLK
 AC9070  COUNTRY     -  US
 AC9070  USGS QUAD   -  TURTLE LAKE (2018)
 AC9070
 AC9070                         *CURRENT SURVEY CONTROL
 AC9070  ______________________________________________________________________
 AC9070* NAD 83(2011) POSITION- 45 24 35.99376(N) 092 13 27.50498(W)   ADJUSTED
 AC9070* NAD 83(2011) ELLIP HT-   332.809 (meters)        (06/27/12)   ADJUSTED
 AC9070* NAD 83(2011) EPOCH   -  2010.00
 AC9070* NAVD 88 ORTHO HEIGHT -   362.454 (meters)     1189.15  (feet) ADJUSTED
 AC9070  ______________________________________________________________________
 AC9070  GEOID HEIGHT    -        -29.635 (meters)                     GEOID18
 AC9070  NAD 83(2011) X  -   -174,089.617 (meters)                     COMP
 AC9070  NAD 83(2011) Y  - -4,482,110.224 (meters)                     COMP
 AC9070  NAD 83(2011) Z  -  4,519,689.522 (meters)                     COMP
 AC9070  LAPLACE CORR    -        -12.20  (seconds)                    DEFLEC18
 AC9070  DYNAMIC HEIGHT  -        362.417 (meters)     1189.03  (feet) COMP
 AC9070  MODELED GRAVITY -    980,503.7   (mgal)                       NAVD 88
 AC9070
 AC9070  VERT ORDER      -  SECOND    CLASS I
 AC9070
 AC9070  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9070  Standards:
 AC9070         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9070            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9070  -------------------------------------------------------------------
 AC9070  NETWORK    0.26   0.57           0.11   0.10   0.29      0.05277435
 AC9070  -------------------------------------------------------------------
 AC9070  Click here for local accuracies and other accuracy information.
 AC9070
 AC9070.The horizontal coordinates were established by GPS observations
 AC9070.and adjusted by the National Geodetic Survey in June 2012.
 AC9070
 AC9070.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9070.been affixed to the stable North American tectonic plate. See 
 AC9070.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9070
 AC9070.The horizontal coordinates are valid at the epoch date displayed above
 AC9070.which is a decimal equivalence of Year/Month/Day.
 AC9070
 AC9070.The orthometric height was determined by differential leveling and
 AC9070.adjusted by the WI DEPT OF TRANSP
 AC9070.in May 2012.
 AC9070
 AC9070.No vertical observational check was made to the station.
 AC9070
 AC9070.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9070.GEOID18 height accuracy estimate available here.
 AC9070
 AC9070.Click photographs - Photos may exist for this station.
 AC9070
 AC9070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9070
 AC9070.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9070
 AC9070.The ellipsoidal height was determined by GPS observations
 AC9070.and is referenced to NAD 83.
 AC9070
 AC9070.The dynamic height is computed by dividing the NAVD 88
 AC9070.geopotential number by the normal gravity value computed on the
 AC9070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9070.degrees latitude (g = 980.6199 gals.).
 AC9070
 AC9070.The modeled gravity was interpolated from observed gravity values.
 AC9070
 AC9070. The following values were computed from the NAD 83(2011) position.
 AC9070
 AC9070;                    North         East     Units Scale Factor Converg.
 AC9070;SPC WI C     -   177,587.316   425,900.258   MT  0.99998410   -1 34 09.9
 AC9070;SPC WI C     -   582,634.39  1,397,307.76   sFT  0.99998410   -1 34 09.9
 AC9070;UTM  15      - 5,028,790.271   560,698.871   MT  0.99964530   +0 33 08.7
 AC9070
 AC9070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9070!SPC WI C     -   0.99994783  x   0.99998410  =   0.99993193
 AC9070!UTM  15      -   0.99994783  x   0.99964530  =   0.99959314
 AC9070
 AC9070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6069828790(NAD 83)
 AC9070
 AC9070                          SUPERSEDED SURVEY CONTROL
 AC9070
 AC9070  NAD 83(2007)-  45 24 35.99365(N)    092 13 27.50549(W) AD(2002.00) 0
 AC9070  ELLIP H (02/10/07)  332.845  (m)                       GP(2002.00)    
 AC9070  NAD 83(1997)-  45 24 35.99392(N)    092 13 27.50581(W) AD(       ) 1
 AC9070  ELLIP H (09/30/02)  332.853  (m)                       GP(       ) 2 1
 AC9070  NAD 83(1991)-  45 24 35.99346(N)    092 13 27.50442(W) AD(       ) 1
 AC9070  ELLIP H (06/10/97)  332.870  (m)                       GP(       ) 2 1
 AC9070  NAVD 88             362.46   (m)         1189.2    (f) LEVELING    3  
 AC9070  NAVD 88 (06/10/97)  362.4    (m)  GEOID96  model used  GPS OBS        
 AC9070
 AC9070.Superseded values are not recommended for survey control.
 AC9070
 AC9070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9070.See file dsdata.pdf to determine how the superseded data were derived.
 AC9070
 AC9070_MARKER: DD = SURVEY DISK
 AC9070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9070_STAMPING: BEAVER C. 406 1995
 AC9070_MARK LOGO: WI-095
 AC9070_PROJECTION: FLUSH
 AC9070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9070+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 AC9070
 AC9070  HISTORY     - Date     Condition        Report By
 AC9070  HISTORY     - 1995     MONUMENTED       WI-095
 AC9070  HISTORY     - 20051108 GOOD             WIDT
 AC9070  HISTORY     - 20071031 GOOD             WIDT
 AC9070
 AC9070                          STATION DESCRIPTION
 AC9070
 AC9070'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9070'THE STATION IS LOCATED 3 MI (4.8 KM) WEST AND 1 MI (1.6 KM) NORTH OF
 AC9070'THE VILLAGE OF TURTLE LAKE, WISCONSIN IN THE NORTHWEST QUARTER OF
 AC9070'NORTHEAST QUARTER OF SECTION 28, T.34N., R.15W., 4TH P.M.  TOWN OF
 AC9070'BEAVER, POLK COUNTY.  TO REACH THE STATION BEGIN AT THE INTERSECTION
 AC9070'OF U.  S.  HIGHWAY 63 AND U.S.  HIGHWAY 8, GO WEST 2.75 MI (4.43 KM)
 AC9070'TO THE INTERSECTION OF U.  S.  HIGHWAY 8 AND COUNTY TRUNK HIGHWAY V,
 AC9070'GO NORTH 1 MI (1.6 KM) TO THE STATION.  THE STATION IS LOCATED 23 FEET
 AC9070'(7.0 M) SOUTH OF CENTERLINE OF 140TH AVENUE, 43 FEET (13.1 M)
 AC9070'NORTHEAST OF CENTERLINE OF COUNTY HIGHWAY V, 258 FEET (78.6 M) WEST OF
 AC9070'33RD STREET.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M)
 AC9070'DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND
 AC9070'SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9070'STATION.
 AC9070
 AC9070                          STATION RECOVERY (2005)
 AC9070
 AC9070'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9070'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 31.1 M
 AC9070'WEST-SOUTHWEST OF A --STOP SIGN AHEAD-- SIGN POST, 20.9 M SOUTHWEST OF
 AC9070'A POWER POLE, 9.6 M EAST OF A --CTH V-33RD ST/140TH AVE-- SIGN POST,
 AC9070'AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE ORANGE
 AC9070'4X4 PLASTIC GUARD POSTS.
 AC9070
 AC9070                          STATION RECOVERY (2007)
 AC9070
 AC9070'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AC9070'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0898 ***********************************************************************
 OM0898  DESIGNATION -  BEAVER DAM
 OM0898  PID         -  OM0898
 OM0898  STATE/COUNTY-  WI/DODGE
 OM0898  COUNTRY     -  US
 OM0898  USGS QUAD   -  BEAVER DAM (2018)
 OM0898
 OM0898                         *CURRENT SURVEY CONTROL
 OM0898  ______________________________________________________________________
 OM0898* NAD 83(1991) POSITION- 43 27 42.99427(N) 088 50 16.91347(W)   ADJUSTED
 OM0898* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 OM0898  ______________________________________________________________________
 OM0898  GEOID HEIGHT    -        -35.243 (meters)                     GEOID18
 OM0898  LAPLACE CORR    -          1.54  (seconds)                    DEFLEC18
 OM0898  HORZ ORDER      -  SECOND
 OM0898
 OM0898.The horizontal coordinates were established by classical geodetic methods
 OM0898.and adjusted by the National Geodetic Survey in November 1991.
 OM0898
 OM0898.The orthometric height was scaled from a topographic map.
 OM0898
 OM0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0898.GEOID18 height accuracy estimate available here.
 OM0898
 OM0898.Click photographs - Photos may exist for this station.
 OM0898
 OM0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0898
 OM0898. The following values were computed from the NAD 83(1991) position.
 OM0898
 OM0898;                    North         East     Units Scale Factor Converg.
 OM0898;SPC WI S     -   163,063.114   694,025.823   MT  0.99993311   +0 47 54.2
 OM0898;SPC WI S     -   534,982.90  2,276,983.05   sFT  0.99993311   +0 47 54.2
 OM0898;UTM  16      - 4,813,755.677   351,310.866   MT  0.99987195   -1 15 52.4
 OM0898
 OM0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0898!SPC WI S     -   0.99996115  x   0.99993311  =   0.99989427
 OM0898!UTM  16      -   0.99996115  x   0.99987195  =   0.99983311
 OM0898
 OM0898:                Primary Azimuth Mark                     Grid Az
 OM0898:SPC WI S     -  SCHROEDER                                080 06 38.6
 OM0898:UTM  16      -  SCHROEDER                                082 10 25.2
 OM0898
 OM0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5131013755(NAD 83)
 OM0898
 OM0898|---------------------------------------------------------------------|
 OM0898| PID    Reference Object                     Distance      Geod. Az  |
 OM0898|                                                           dddmmss.s |
 OM0898| OM0951 ST JOHNS EV LUTH CH SPIRE           APPROX.11.3 KM 0132816.6 |
 OM0898| OM0854 SCHROEDER                           APPROX. 8.9 KM 0805432.8 |
 OM0898| OM0849 JUNEAU DAIRY LAND COOP STACK        APPROX.13.0 KM 1202011.4 |
 OM0898| CI8996 BEAVER DAM RM 1                      32.711 METERS 12535     |
 OM0898| OM0902 BEAVER DAM ST PETER CATH CH         APPROX. 1.2 KM 1742148.4 |
 OM0898| OM0904 BEAVER DAM MUNICIPAL TANK           APPROX. 0.8 KM 1780901.9 |
 OM0898| OM0899 BEAVER DAM ST PATRICKS CATH CH      APPROX. 0.5 KM 1865717.9 |
 OM0898| OM0903 BEAVER DAM ST MICHAELS CATH CH      APPROX. 1.9 KM 2085920.1 |
 OM0898| OM0901 BEAVER DAM FIRST EV LUTH CH         221.936 METERS 21932     |
 OM0898| OM0917 BEAVER DAM RAD STA WBEV MAST        APPROX. 5.6 KM 2294009.6 |
 OM0898| CI8998 BEAVER DAM RM 3                      59.933 METERS 27153     |
 OM0898| OM0988 RANDOLPH MUNICIPAL TANK             APPROX.16.2 KM 3013614.8 |
 OM0898| OM0955 FOX LAKE GREEN GIANT CO WTR TK      APPROX.12.1 KM 3315058.1 |
 OM0898| OM0957 FOX LAKE MUNICIPAL TANK             APPROX.12.8 KM 3325527.4 |
 OM0898| OM0956 FOX LAKE ST MARYS CH SPIRE          APPROX.12.8 KM 3331523.3 |
 OM0898| CI8997 BEAVER DAM RM 2                       8.836 METERS 35040     |
 OM0898|---------------------------------------------------------------------|
 OM0898
 OM0898                          SUPERSEDED SURVEY CONTROL
 OM0898
 OM0898  NAD 83(1986)-  43 27 42.98662(N)    088 50 16.91955(W) AD(       ) 2
 OM0898  NAD 27      -  43 27 43.02350(N)    088 50 16.53300(W) AD(       ) 2
 OM0898
 OM0898.Superseded values are not recommended for survey control.
 OM0898
 OM0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0898.See file dsdata.pdf to determine how the superseded data were derived.
 OM0898
 OM0898_MARKER: DS = TRIANGULATION STATION DISK
 OM0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0898_STAMPING: BEAVER DAM 1958
 OM0898_MARK LOGO: CGS
 OM0898_PROJECTION: FLUSH
 OM0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0898+STABILITY: SURFACE MOTION
 OM0898
 OM0898  HISTORY     - Date     Condition        Report By
 OM0898  HISTORY     - 1958     MONUMENTED       CGS
 OM0898
 OM0898                          STATION DESCRIPTION
 OM0898
 OM0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0898'THE STATION IS IN THE NORTH CENTRAL PART OF BEAVER DAM, IN THE
 OM0898'NORTHWEST ANGLE OF THE INTERSECTION OF GROVE STREET AND ONEIDA
 OM0898'STREET AND ON THE GROUNDS OF THE TRINITY METHODIST CHURCH.  IT
 OM0898'IS 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A YELLOW BRICK
 OM0898'BUILDING, 47 FEET NORTH OF THE CENTERLINE OF ONEIDA STREET,
 OM0898'47 FEET WEST OF THE CENTERLINE OF GROVE STREET, 25 FEET WEST OF
 OM0898'A FIRE PLUG AND 67.2 FEET NORTHWEST OF THE CENTER OF THE
 OM0898'INTERSECTION OF GROVE STREET AND ONEIDA STREET.  THE MONUMENT
 OM0898'IS FLUSH AND THE DISK IS STAMPED BEAVER DAM 1958.
 OM0898'
 OM0898'REFERENCE MARK 1 IS 40 FEET EAST OF THE CENTERLINE OF GROVE
 OM0898'STREET, 38 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 OM0898'HOUSE AND 16 FEET SOUTH OF THE CENTERLINE OF ONEIDA STREET.
 OM0898'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BEAVER DAM NO 1
 OM0898'1958.
 OM0898'
 OM0898'REFERENCE MARK 2 IS 89 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 OM0898'FRAME HOUSE, 61 FEET WEST OF THE CENTERLINE OF GROVE STREET AND
 OM0898'29 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE YELLOW
 OM0898'BRICK BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0898'BEAVER DAM NO 2 1958.
 OM0898'
 OM0898'REFERENCE MARK 3 IS 55 FEET NORTH OF THE CENTERLINE OF ONEIDA
 OM0898'STREET, 24 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OM0898'TRINITY METHODIST CHURCH BUILDING, 15 FEET WEST OF THE CENTER
 OM0898'OF A SIDEWALK AND 6 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.
 OM0898'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BEAVER DAM NO 3
 OM0898'1958.
 OM0898'
 OM0898'NOTE--THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OM0898'
 OM0898'THE AZIMUTH TO R.M. 3 WAS DETERMINED BY PRECISE METHODS.
 OM0898'
 OM0898'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1334 ***********************************************************************
 OM1334  DESIGNATION -  BEAVER DAM C GPS
 OM1334  PID         -  OM1334
 OM1334  STATE/COUNTY-  WI/DODGE
 OM1334  COUNTRY     -  US
 OM1334  USGS QUAD   -  BEAVER DAM (2018)
 OM1334
 OM1334                         *CURRENT SURVEY CONTROL
 OM1334  ______________________________________________________________________
 OM1334* NAD 83(2011) POSITION- 43 27 23.13698(N) 088 48 55.58632(W)   ADJUSTED
 OM1334* NAD 83(2011) ELLIP HT-   241.752 (meters)        (06/27/12)   ADJUSTED
 OM1334* NAD 83(2011) EPOCH   -  2010.00
 OM1334* NAVD 88 ORTHO HEIGHT -   276.966 (meters)      908.68  (feet) ADJUSTED
 OM1334  ______________________________________________________________________
 OM1334  GEOID HEIGHT    -        -35.222 (meters)                     GEOID18
 OM1334  NAD 83(2011) X  -     95,868.891 (meters)                     COMP
 OM1334  NAD 83(2011) Y  - -4,636,407.793 (meters)                     COMP
 OM1334  NAD 83(2011) Z  -  4,364,615.197 (meters)                     COMP
 OM1334  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 OM1334  DYNAMIC HEIGHT  -        276.901 (meters)      908.47  (feet) COMP
 OM1334  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 OM1334  OBS GRAVITY     -    980,375.8   (mgal)                       GRAV_OBS
 OM1334
 OM1334  VERT ORDER      -  SECOND    CLASS I
 OM1334
 OM1334  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1334  Standards:
 OM1334         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1334            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1334  -------------------------------------------------------------------
 OM1334  NETWORK    0.32   0.45           0.14   0.12   0.23      0.09758258
 OM1334  -------------------------------------------------------------------
 OM1334  Click here for local accuracies and other accuracy information.
 OM1334
 OM1334.The horizontal coordinates were established by GPS observations
 OM1334.and adjusted by the National Geodetic Survey in June 2012.
 OM1334
 OM1334.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1334.been affixed to the stable North American tectonic plate. See 
 OM1334.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1334
 OM1334.The horizontal coordinates are valid at the epoch date displayed above
 OM1334.which is a decimal equivalence of Year/Month/Day.
 OM1334
 OM1334.The orthometric height was determined by differential leveling and
 OM1334.adjusted by the WI DEPT OF TRANSP
 OM1334.in May 2012.
 OM1334
 OM1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1334.GEOID18 height accuracy estimate available here.
 OM1334
 OM1334.Click photographs - Photos may exist for this station.
 OM1334
 OM1334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1334
 OM1334.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1334
 OM1334.The ellipsoidal height was determined by GPS observations
 OM1334.and is referenced to NAD 83.
 OM1334
 OM1334.The dynamic height is computed by dividing the NAVD 88
 OM1334.geopotential number by the normal gravity value computed on the
 OM1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1334.degrees latitude (g = 980.6199 gals.).
 OM1334
 OM1334.The modeled gravity was interpolated from observed gravity values.
 OM1334
 OM1334.The observed gravity was obtained from relative gravimeter ties
 OM1334.to the IGSN71 gravity network.
 OM1334
 OM1334. The following values were computed from the NAD 83(2011) position.
 OM1334
 OM1334;                    North         East     Units Scale Factor Converg.
 OM1334;SPC WI S     -   162,476.111   695,862.447   MT  0.99993301   +0 48 50.1
 OM1334;SPC WI S     -   533,057.04  2,283,008.71   sFT  0.99993301   +0 48 50.1
 OM1334;UTM  16      - 4,813,102.984   353,125.053   MT  0.99986536   -1 14 56.0
 OM1334
 OM1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1334!SPC WI S     -   0.99996209  x   0.99993301  =   0.99989510
 OM1334!UTM  16      -   0.99996209  x   0.99986536  =   0.99982746
 OM1334
 OM1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5312513102(NAD 83)
 OM1334
 OM1334                          SUPERSEDED SURVEY CONTROL
 OM1334
 OM1334  NAD 83(2007)-  43 27 23.13701(N)    088 48 55.58717(W) AD(2002.00) 0
 OM1334  ELLIP H (02/10/07)  241.785  (m)                       GP(2002.00)    
 OM1334  NAD 83(1997)-  43 27 23.13697(N)    088 48 55.58734(W) AD(       ) 1
 OM1334  ELLIP H (08/01/05)  241.793  (m)                       GP(       ) 2 1
 OM1334  NAVD 88             276.94   (m)          908.6    (f) LEVELING    3  
 OM1334  NAVD 88 (04/20/07)  276.941  (m)          908.60   (f) SUPERSEDED  2 1
 OM1334
 OM1334.Superseded values are not recommended for survey control.
 OM1334
 OM1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1334.See file dsdata.pdf to determine how the superseded data were derived.
 OM1334
 OM1334_MARKER: DD = SURVEY DISK
 OM1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1334_STAMPING: BEAVER DAM C GPS 1992
 OM1334_MARK LOGO: WI-027
 OM1334_PROJECTION: FLUSH
 OM1334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1334+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2007
 OM1334
 OM1334  HISTORY     - Date     Condition        Report By
 OM1334  HISTORY     - 1992     MONUMENTED       WI-027
 OM1334  HISTORY     - 19931122 GOOD             WIDT
 OM1334  HISTORY     - 20030806 GOOD             WIDT
 OM1334  HISTORY     - 20051228 GOOD             WIDT
 OM1334  HISTORY     - 20071114 GOOD             WIDT
 OM1334
 OM1334                          STATION DESCRIPTION
 OM1334
 OM1334'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1334'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1334'DODGE COUNTY GRID REFERENCE G6, ON THE EAST EDGE OF BEAVER DAM, IN
 OM1334'THE MEDIAN STRIP DIVIDING THE NORTH AND SOUTHBOUND LANES OF U.S.
 OM1334'HIGHWAY 151, JUST NORTH FROM BRIDGE DECK OVER STATE HIGHWAY 33 AND IN
 OM1334'THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 03, T11N, R14E,
 OM1334'ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS OFFICE AT
 OM1334'414-386-3770 CONCERNING STATION COORDINATES.
 OM1334'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 151 AND STATE
 OM1334'HIGHWAY 33 AT BEAVER DAM, GO NORTH ON HIGHWAY 151, PAST THE STATION
 OM1334'ON THE LEFT IN HIGHWAY MEDIAN, FOR 0.2 KM (0.10 MI) TO A HIGHWAY
 OM1334'CROSSOVER. TURN LEFT ON CROSSOVER THEN RETURN TO THE SOUTH ON HIGHWAY
 OM1334'151 FOR 0.2 KM (0.10 MI) TO THE STATION IN THE HIGHWAY MEDIAN ON THE
 OM1334'LEFT JUST BEFORE CROSSING THE HIGHWAY 33 OVERPASS BRIDGE.
 OM1334'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1334'FLUSH WITH THE GROUND.  IT IS 7.6 M (24.9 FT) EAST FROM THE
 OM1334'SOUTHBOUND LANE OF HIGHWAY 151, 14.9 M (48.9 FT) WEST FROM THE
 OM1334'NORTHBOUND LANE OF HIGHWAY 151, 1.5 M (4.9 FT) NORTH FROM STATE
 OM1334'HIGHWAY 33 OVERHANG BRIDGE GUARD RAIL, 8.5 M (27.9 FT) SOUTHWEST FROM
 OM1334'THE SOUTHWEST CORNER OF A CATCH BASIN AND 1.1 FT (0.3 M) 0.3 M
 OM1334'(1.0 FT) NORTH FROM A WHITE PLASTIC T-POST.
 OM1334
 OM1334                          STATION RECOVERY (2003)
 OM1334
 OM1334'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1334'OWNERSHP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THIS STATION IS
 OM1334'LOCATED IN THE  MEDIAN ON THE NORTH SIDE OF THE JUNCTION OF US HIGHWAY
 OM1334'151 WITH STATE HIGHWAY 33.  THE  STATION IS A BRONZE DODGE COUNTY
 OM1334'GEODETIC CONTROL MARKER SET IN THE TOP OF A 45-CM  DIAMETER CONCRETE
 OM1334'POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.5 M
 OM1334'EAST  OF THE CENTERLINE OF THE SOUTHBOUND LANES OF US HIGHWAY 151,
 OM1334'15.1 M EAST OF THE  CENTERLINE OF THE NORTHBOUND LANES OF US HIGHWAY
 OM1334'151, 8.3 M SOUTHWEST OF THE  SOUTHWEST CORNER OF A CATCH BASIN,  1.0 M
 OM1334'SOUTHWEST, NORTHEAST OF TWO ORANGE 4X4  PLASTIC WITNESS POSTS AND 0.4
 OM1334'M NORTHEAST OF A WHITE PLASTIC WITNESS POST.   ---NOTE---THIS STATION
 OM1334'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE
 OM1334'THE HORIZON.
 OM1334
 OM1334                          STATION RECOVERY (2005)
 OM1334
 OM1334'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 OM1334'RECOVERED AS DESCRIBED.
 OM1334
 OM1334                          STATION RECOVERY (2007)
 OM1334
 OM1334'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM1334'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS RECESSED 13 CM
 OM1334'BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4601 ***********************************************************************
 DQ4601  DESIGNATION -  BEAVER DAM C GPS AZ MK
 DQ4601  PID         -  DQ4601
 DQ4601  STATE/COUNTY-  WI/DODGE
 DQ4601  COUNTRY     -  US
 DQ4601  USGS QUAD   -  BEAVER DAM (2018)
 DQ4601
 DQ4601                         *CURRENT SURVEY CONTROL
 DQ4601  ______________________________________________________________________
 DQ4601* NAD 83(1986) POSITION- 43 27 06.06   (N) 088 48 58.51   (W)   HD_HELD1
 DQ4601* NAVD 88 ORTHO HEIGHT -   272.445 (meters)      893.85  (feet) ADJUSTED
 DQ4601  ______________________________________________________________________
 DQ4601  GEOID HEIGHT    -        -35.216 (meters)                     GEOID18
 DQ4601  DYNAMIC HEIGHT  -        272.381 (meters)      893.64  (feet) COMP
 DQ4601  MODELED GRAVITY -    980,375.5   (mgal)                       NAVD 88
 DQ4601
 DQ4601  VERT ORDER      -  SECOND    CLASS I
 DQ4601
 DQ4601.The horizontal coordinates were determined by differentially corrected
 DQ4601.hand held GPS observations or other comparable positioning techniques
 DQ4601.and have an estimated accuracy of +/- 3 meters.
 DQ4601
 DQ4601.The orthometric height was determined by differential leveling and
 DQ4601.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4601.in March 2017.
 DQ4601
 DQ4601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4601.GEOID18 height accuracy estimate available here.
 DQ4601
 DQ4601.Click photographs - Photos may exist for this station.
 DQ4601
 DQ4601.The dynamic height is computed by dividing the NAVD 88
 DQ4601.geopotential number by the normal gravity value computed on the
 DQ4601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4601.degrees latitude (g = 980.6199 gals.).
 DQ4601
 DQ4601.The modeled gravity was interpolated from observed gravity values.
 DQ4601
 DQ4601;                    North         East    Units  Estimated Accuracy
 DQ4601;SPC WI S     -   161,948.2     695,804.2     MT  (+/- 3 meters HH1 GPS) 
 DQ4601
 DQ4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5304712577(NAD 83)
 DQ4601
 DQ4601                          SUPERSEDED SURVEY CONTROL
 DQ4601
 DQ4601.No superseded survey control is available for this station.
 DQ4601
 DQ4601_MARKER: DZ = AZIMUTH MARK DISK
 DQ4601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4601_STAMPING: BEAVER DAM C GPS 1992
 DQ4601_MARK LOGO: WI-027
 DQ4601_PROJECTION: FLUSH
 DQ4601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4601+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2016
 DQ4601
 DQ4601  HISTORY     - Date     Condition        Report By
 DQ4601  HISTORY     - 1992     MONUMENTED       WI-027
 DQ4601  HISTORY     - 20160922 GOOD             WIDT
 DQ4601
 DQ4601                          STATION DESCRIPTION
 DQ4601
 DQ4601'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4601'THE STATION IS LOCATED IN THE CITY OF BEAVER DAM, APPROXIMATELY 11 MI
 DQ4601'(17.7 KM) SOUTHEAST OF RANDOLPH, 9 MI (14.5 KM) SOUTH-SOUTHEAST OF FOX
 DQ4601'LAKE AND 6 MI (9.7 KM) NORTHWEST OF JUNEAU.
 DQ4601'
 DQ4601'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH COUNTY
 DQ4601'HIGHWAY G (EXIT 130) IN THE CITY OF BEAVER DAM, GO NORTHEAST ON US
 DQ4601'HIGHWAY 151 FOR 2.0 MI (3.2 KM) TO A LARGE GREEN HIGHWAY SIGN -EXIT
 DQ4601'132 STATE HIGHWAY 33 BEAVER DAM HORIZON- ON THE RIGHT AND THE STATION
 DQ4601'ON THE RIGHT.
 DQ4601'
 DQ4601'THE STATION IS LOCATED NEAR THE BACKSIDE OF THE EASTERN I-BEAM SUPPORT
 DQ4601'POST FOR THE LARGE GREEN HIGHWAY SIGN.
 DQ4601'
 DQ4601'THE STATION IS A BRONZE DODGE COUNTY GEODETIC CONTROL AZIMUTH MARK
 DQ4601'DISK SET IN THE TOP OF A 16 INCH (40 CM) DIAMETER CONCRETE POST, ABOUT
 DQ4601'1 M (3.3 FT) HIGHER THAN PAVEMENT GRADE.  THE STATION IS 13.9 M (45.6
 DQ4601'FT) EAST OF THE EDGE OF ASPHALT FOR NORTHBOUND US HIGHWAY 151, 52.3 M
 DQ4601'(171.6 FT) SOUTH-SOUTHWEST OF GEODETIC CONTROL STATION -HARTZHEIM
 DQ4601'GPS-, 5.0 M (16.4 FT) WEST OF A WOVEN WIRE RIGHT-OF-WAY FENCE, 2.0 M
 DQ4601'(6.6 FT) NORTHEAST OF THE EASTERN I-BEAM SUPPORT POST FOR A LARGE
 DQ4601'GREEN HIGHWAY SIGN AND 0.3 M (1.0 FT) SOUTHWEST OF A WHITE PLASTIC
 DQ4601'WITNESS POST.
 DQ4601'
 DQ4601'NOTE-THIS STATION IS OBSTRUCTED TO THE SOUTH BY THE REFERENCED LARGE
 DQ4601'GREEN HIGHWAY SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4608 ***********************************************************************
 DQ4608  DESIGNATION -  BEAVER DAM CORS ARP
 DQ4608  PID         -  DQ4608
 DQ4608  STATE/COUNTY-  WI/DODGE
 DQ4608  COUNTRY     -  US
 DQ4608  USGS QUAD   -  BEAVER DAM (2018)
 DQ4608
 DQ4608                         *CURRENT SURVEY CONTROL
 DQ4608  ______________________________________________________________________
 DQ4608* NAD 83(1986) POSITION- 43 26 37.01   (N) 088 50 44.70   (W)   HD_HELD1
 DQ4608* NAVD 88 ORTHO HEIGHT -   262.712 (meters)      861.91  (feet) ADJUSTED
 DQ4608  ______________________________________________________________________
 DQ4608  GEOID HEIGHT    -        -35.222 (meters)                     GEOID18
 DQ4608  DYNAMIC HEIGHT  -        262.650 (meters)      861.71  (feet) COMP
 DQ4608  MODELED GRAVITY -    980,375.1   (mgal)                       NAVD 88
 DQ4608
 DQ4608  VERT ORDER      -  SECOND    CLASS I
 DQ4608
 DQ4608.The horizontal coordinates were determined by differentially corrected
 DQ4608.hand held GPS observations or other comparable positioning techniques
 DQ4608.and have an estimated accuracy of +/- 3 meters.
 DQ4608
 DQ4608.The orthometric height was determined by differential leveling and
 DQ4608.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4608.in March 2017.
 DQ4608
 DQ4608.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4608.GEOID18 height accuracy estimate available here.
 DQ4608
 DQ4608.Click photographs - Photos may exist for this station.
 DQ4608
 DQ4608.The dynamic height is computed by dividing the NAVD 88
 DQ4608.geopotential number by the normal gravity value computed on the
 DQ4608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4608.degrees latitude (g = 980.6199 gals.).
 DQ4608
 DQ4608.The modeled gravity was interpolated from observed gravity values.
 DQ4608
 DQ4608;                    North         East    Units  Estimated Accuracy
 DQ4608;SPC WI S     -   161,018.4     693,429.5     MT  (+/- 3 meters HH1 GPS) 
 DQ4608
 DQ4608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5064111733(NAD 83)
 DQ4608
 DQ4608                          SUPERSEDED SURVEY CONTROL
 DQ4608
 DQ4608.No superseded survey control is available for this station.
 DQ4608
 DQ4608_MARKER: Z = SEE DESCRIPTION
 DQ4608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ4608_SP_SET: ANTENNA REFERENCE POINT
 DQ4608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4608+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2016
 DQ4608
 DQ4608  HISTORY     - Date     Condition        Report By
 DQ4608  HISTORY     - 2007     MONUMENTED       WIDT
 DQ4608  HISTORY     - 20160921 GOOD             WIDT
 DQ4608
 DQ4608                          STATION DESCRIPTION
 DQ4608
 DQ4608'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4608'THE STATION IS THE ANTENNA REFERENCE POINT FOR THE WISCONSIN
 DQ4608'DEPARTMENT OF TRANSPORTATION CONTINUOUSLY OPERATING REFERENCE STATION
 DQ4608'LOCATED IN THE CITY OF BEAVER DAM.
 DQ4608'
 DQ4608'THE ANTENNA REFERENCE POINT IS LOCATED ATOP THE 8 FT (2.4 M) CONCRETE
 DQ4608'OBELISK, APPROXIMATELY 185 FT (56.4 M) NORTH OF THE CITY OF BEAVER DAM
 DQ4608'WASTEWATER TREATMENT PLANT OFFICE BUILDING -108 MYRTLE ROAD-.
 DQ4608'
 DQ4608'THE ANTENNA REFERENCE POINT IS PERMANENTLY OCCUPIED BY A GPS ANTENNA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1333 ***********************************************************************
 OM1333  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1333  DESIGNATION -  BEAVER DAM E GPS
 OM1333  PID         -  OM1333
 OM1333  STATE/COUNTY-  WI/DODGE
 OM1333  COUNTRY     -  US
 OM1333  USGS QUAD   -  BEAVER DAM (2018)
 OM1333
 OM1333                         *CURRENT SURVEY CONTROL
 OM1333  ______________________________________________________________________
 OM1333* NAD 83(2011) POSITION- 43 24 36.16642(N) 088 47 01.52633(W)   ADJUSTED
 OM1333* NAD 83(2011) ELLIP HT-   232.202 (meters)        (06/27/12)   ADJUSTED
 OM1333* NAD 83(2011) EPOCH   -  2010.00
 OM1333* NAVD 88 ORTHO HEIGHT -   267.33  (meters)      877.1   (feet) GPS OBS
 OM1333  ______________________________________________________________________
 OM1333  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 OM1333  GEOID HEIGHT    -        -35.127 (meters)                     GEOID12A
 OM1333  GEOID HEIGHT    -        -35.134 (meters)                     GEOID18
 OM1333  NAD 83(2011) X  -     98,507.763 (meters)                     COMP
 OM1333  NAD 83(2011) Y  - -4,639,889.171 (meters)                     COMP
 OM1333  NAD 83(2011) Z  -  4,360,866.543 (meters)                     COMP
 OM1333  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 OM1333  OBS GRAVITY     -    980,376.2   (mgal)                       GRAV_OBS
 OM1333
 OM1333
 OM1333  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1333  Standards:
 OM1333         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1333            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1333  -------------------------------------------------------------------
 OM1333  NETWORK    0.35   0.51           0.16   0.12   0.26     -0.04887105
 OM1333  -------------------------------------------------------------------
 OM1333  Click here for local accuracies and other accuracy information.
 OM1333
 OM1333.The horizontal coordinates were established by GPS observations
 OM1333.and adjusted by the National Geodetic Survey in June 2012.
 OM1333
 OM1333.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1333.been affixed to the stable North American tectonic plate. See 
 OM1333.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1333
 OM1333.The horizontal coordinates are valid at the epoch date displayed above
 OM1333.which is a decimal equivalence of Year/Month/Day.
 OM1333
 OM1333.The orthometric height was determined by GPS observations and a
 OM1333.high-resolution geoid model using precise GPS observation and
 OM1333.processing techniques.
 OM1333
 OM1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1333.GEOID18 height accuracy estimate available here.
 OM1333
 OM1333.Click photographs - Photos may exist for this station.
 OM1333
 OM1333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1333
 OM1333.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1333
 OM1333.The ellipsoidal height was determined by GPS observations
 OM1333.and is referenced to NAD 83.
 OM1333
 OM1333.The observed gravity was obtained from relative gravimeter ties
 OM1333.to the IGSN71 gravity network.
 OM1333
 OM1333. The following values were computed from the NAD 83(2011) position.
 OM1333
 OM1333;                    North         East     Units Scale Factor Converg.
 OM1333;SPC WI S     -   157,360.964   698,501.444   MT  0.99993256   +0 50 08.5
 OM1333;SPC WI S     -   516,275.10  2,291,666.82   sFT  0.99993256   +0 50 08.5
 OM1333;UTM  16      - 4,807,896.558   355,578.094   MT  0.99985657   -1 13 33.7
 OM1333
 OM1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1333!SPC WI S     -   0.99996359  x   0.99993256  =   0.99989615
 OM1333!UTM  16      -   0.99996359  x   0.99985657  =   0.99982016
 OM1333
 OM1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5557807896(NAD 83)
 OM1333
 OM1333                          SUPERSEDED SURVEY CONTROL
 OM1333
 OM1333  NAD 83(2007)-  43 24 36.16643(N)    088 47 01.52720(W) AD(2002.00) 0
 OM1333  ELLIP H (02/10/07)  232.236  (m)                       GP(2002.00)    
 OM1333  NAD 83(1997)-  43 24 36.16640(N)    088 47 01.52739(W) AD(       ) 1
 OM1333  ELLIP H (08/01/05)  232.244  (m)                       GP(       ) 2 1
 OM1333  NAVD 88 (07/26/07)  267.31   (m)  GEOID03  model used  GPS OBS        
 OM1333
 OM1333.Superseded values are not recommended for survey control.
 OM1333
 OM1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1333.See file dsdata.pdf to determine how the superseded data were derived.
 OM1333
 OM1333_MARKER: DD = SURVEY DISK
 OM1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1333_STAMPING: BEAVER DAM E GPS 1992
 OM1333_MARK LOGO: WI-027
 OM1333_PROJECTION: FLUSH
 OM1333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1333+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 OM1333
 OM1333  HISTORY     - Date     Condition        Report By
 OM1333  HISTORY     - 1992     MONUMENTED       WI-027
 OM1333  HISTORY     - 19931122 GOOD             WIDT
 OM1333  HISTORY     - 20030806 GOOD             WIDT
 OM1333  HISTORY     - 20071114 GOOD             WIDT
 OM1333  HISTORY     - 20160912 GOOD             WIDT
 OM1333
 OM1333                          STATION DESCRIPTION
 OM1333
 OM1333'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1333'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1333'DODGE COUNTY GRID REFERENCE I6, ABOUT 6.8 KM (4.20 MI) SOUTHEAST OF
 OM1333'BEAVER DAM, IN THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION
 OM1333'24, T11N, R14E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY
 OM1333'SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1333'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAYS SS
 OM1333'AND W, GO SOUTH ON COUNTY TRUNK HIGHWAY SS FOR 0.6 KM (0.35 MI) TO
 OM1333'THE STATION ON THE LEFT.
 OM1333'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1333'FLUSH WITH THE GROUND.  IT IS 8.5 M (27.9 FT) EAST FROM THE CENTER OF
 OM1333'COUNTY TRUNK HIGHWAY SS, 1.9 M (6.2 FT) SOUTH-SOUTHWEST FROM A
 OM1333'TELEPHONE PEDESTAL AND 0.4 M (1.3 FT) WEST FROM A WHITE CARSONITE
 OM1333'WITNESS POST.
 OM1333
 OM1333                          STATION RECOVERY (2003)
 OM1333
 OM1333'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1333'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1333'COUNTY HIGHWAY  W WITH COUNTY HIGHWAY SS ABOUT 4 MI SOUTHEAST OF THE
 OM1333'CITY OF BEAVER DAM, GO SOUTH ON  COUNTY HIGHWAY SS FOR 0.5 MI TO THE
 OM1333'STATION ON THE LEFT.  THE STATION IS A BRONZE DODGE  COUNTY GEODETIC
 OM1333'COUNTY CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 OM1333'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 OM1333'8.6 M EAST OF THE  CENTERLINE OF COUNTY HIGHWAY SS, 1.9 M SOUTHWEST OF
 OM1333'TELEPHONE PEDSTAL --18--, 1 M WEST  OF A CULTIVATED FIELD, AND 0.4 M
 OM1333'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS  STATION HAS NO
 OM1333'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 OM1333'HORIZON.
 OM1333
 OM1333                          STATION RECOVERY (2007)
 OM1333
 OM1333'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM1333'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.62 MILE NORTH OF
 OM1333'COUNTY HIGHWAY S AND 1.0 M EAST, 1.0 M SOUTHWEST, AND 1.0 M NORTHWEST
 OM1333'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.  --- NOTE--- THERE IS NO
 OM1333'WHITE PLASTIC WITNESS POST PRESENT.
 OM1333
 OM1333                          STATION RECOVERY (2016)
 OM1333
 OM1333'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 OM1333'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0901 ***********************************************************************
 OM0901  DESIGNATION -  BEAVER DAM FIRST EV LUTH CH
 OM0901  PID         -  OM0901
 OM0901  STATE/COUNTY-  WI/DODGE
 OM0901  COUNTRY     -  US
 OM0901  USGS QUAD   -  BEAVER DAM (2018)
 OM0901
 OM0901                         *CURRENT SURVEY CONTROL
 OM0901  ______________________________________________________________________
 OM0901* NAD 83(1991) POSITION- 43 27 37.44797(N) 088 50 23.19767(W)   ADJUSTED
 OM0901  ______________________________________________________________________
 OM0901  GEOID HEIGHT    -        -35.242 (meters)                     GEOID18
 OM0901  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 OM0901  HORZ ORDER      -  THIRD
 OM0901
 OM0901.The horizontal coordinates were established by classical geodetic methods
 OM0901.and adjusted by the National Geodetic Survey in November 1991.
 OM0901
 OM0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0901.GEOID18 height accuracy estimate available here.
 OM0901
 OM0901.Click photographs - Photos may exist for this station.
 OM0901
 OM0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0901
 OM0901. The following values were computed from the NAD 83(1991) position.
 OM0901
 OM0901;                    North         East     Units Scale Factor Converg.
 OM0901;SPC WI S     -   162,890.008   693,886.960   MT  0.99993308   +0 47 49.9
 OM0901;SPC WI S     -   534,414.97  2,276,527.47   sFT  0.99993308   +0 47 49.9
 OM0901;UTM  16      - 4,813,587.691   351,165.871   MT  0.99987248   -1 15 56.6
 OM0901
 OM0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5116513587(NAD 83)
 OM0901
 OM0901                          SUPERSEDED SURVEY CONTROL
 OM0901
 OM0901  NAD 83(1986)-  43 27 37.44047(N)    088 50 23.20365(W) AD(       ) 3
 OM0901  NAD 27      -  43 27 37.47800(N)    088 50 22.81800(W) AD(       ) 3
 OM0901
 OM0901.Superseded values are not recommended for survey control.
 OM0901
 OM0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0901.See file dsdata.pdf to determine how the superseded data were derived.
 OM0901
 OM0901_MARKER: 90 = CHURCH SPIRE
 OM0901
 OM0901  HISTORY     - Date     Condition        Report By
 OM0901  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM0901  HISTORY     - 19950819 GOOD             USPSQD
 OM0901  HISTORY     - 20021227 GOOD             USPSQD
 OM0901  HISTORY     - 20040319 GOOD             USPSQD
 OM0901
 OM0901                          STATION DESCRIPTION
 OM0901
 OM0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0901'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED
 OM0901'ABOUT 100 FEET SOUTHWEST OF THE JUNCTION OF NORTH CENTER AND
 OM0901'WEST MACKIE STREETS.  IT IS A YELLOW BRICK CHURCH WITH A GREY
 OM0901'ROOF AND THE OVERALL HEIGHT IS 100 FEET.
 OM0901
 OM0901                          STATION RECOVERY (1995)
 OM0901
 OM0901'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0901'RECOVERED IN GOOD CONDITION.
 OM0901
 OM0901                          STATION RECOVERY (2002)
 OM0901
 OM0901'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0901'RECOVERED IN GOOD CONDITION.  NOTE-- THE ROOF NOW HAS BROWN SHINGLES.
 OM0901
 OM0901                          STATION RECOVERY (2004)
 OM0901
 OM0901'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1314 ***********************************************************************
 OM1314  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1314  DESIGNATION -  BEAVER DAM GPS
 OM1314  PID         -  OM1314
 OM1314  STATE/COUNTY-  WI/DODGE
 OM1314  COUNTRY     -  US
 OM1314  USGS QUAD   -  LOST LAKE (2018)
 OM1314
 OM1314                         *CURRENT SURVEY CONTROL
 OM1314  ______________________________________________________________________
 OM1314* NAD 83(2011) POSITION- 43 29 26.73558(N) 088 54 18.45919(W)   ADJUSTED
 OM1314* NAD 83(2011) ELLIP HT-   234.874 (meters)        (06/27/12)   ADJUSTED
 OM1314* NAD 83(2011) EPOCH   -  2010.00
 OM1314* NAVD 88 ORTHO HEIGHT -   270.20  (meters)      886.5   (feet) GPS OBS
 OM1314  ______________________________________________________________________
 OM1314  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 OM1314  GEOID HEIGHT    -        -35.327 (meters)                     GEOID12A
 OM1314  GEOID HEIGHT    -        -35.328 (meters)                     GEOID18
 OM1314  NAD 83(2011) X  -     88,561.015 (meters)                     COMP
 OM1314  NAD 83(2011) Y  - -4,633,923.146 (meters)                     COMP
 OM1314  NAD 83(2011) Z  -  4,367,378.688 (meters)                     COMP
 OM1314  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 OM1314  OBS GRAVITY     -    980,375.8   (mgal)                       GRAV_OBS
 OM1314
 OM1314
 OM1314  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1314  Standards:
 OM1314         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1314            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1314  -------------------------------------------------------------------
 OM1314  NETWORK    0.29   0.47           0.13   0.10   0.24     -0.04024214
 OM1314  -------------------------------------------------------------------
 OM1314  Click here for local accuracies and other accuracy information.
 OM1314
 OM1314.The horizontal coordinates were established by GPS observations
 OM1314.and adjusted by the National Geodetic Survey in June 2012.
 OM1314
 OM1314.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1314.been affixed to the stable North American tectonic plate. See 
 OM1314.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1314
 OM1314.The horizontal coordinates are valid at the epoch date displayed above
 OM1314.which is a decimal equivalence of Year/Month/Day.
 OM1314
 OM1314.The orthometric height was determined by GPS observations and a
 OM1314.high-resolution geoid model using precise GPS observation and
 OM1314.processing techniques.
 OM1314
 OM1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1314.GEOID18 height accuracy estimate available here.
 OM1314
 OM1314.Click photographs - Photos may exist for this station.
 OM1314
 OM1314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1314
 OM1314.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1314
 OM1314.The ellipsoidal height was determined by GPS observations
 OM1314.and is referenced to NAD 83.
 OM1314
 OM1314.The observed gravity was obtained from relative gravimeter ties
 OM1314.to the IGSN71 gravity network.
 OM1314
 OM1314. The following values were computed from the NAD 83(2011) position.
 OM1314
 OM1314;                    North         East     Units Scale Factor Converg.
 OM1314;SPC WI S     -   166,190.784   688,554.739   MT  0.99993376   +0 45 08.2
 OM1314;SPC WI S     -   545,244.26  2,259,033.34   sFT  0.99993376   +0 45 08.2
 OM1314;UTM  16      - 4,817,078.129   345,956.215   MT  0.99989189   -1 18 41.2
 OM1314
 OM1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1314!SPC WI S     -   0.99996317  x   0.99993376  =   0.99989693
 OM1314!UTM  16      -   0.99996317  x   0.99989189  =   0.99985506
 OM1314
 OM1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4595617078(NAD 83)
 OM1314
 OM1314                          SUPERSEDED SURVEY CONTROL
 OM1314
 OM1314  NAD 83(2007)-  43 29 26.73562(N)    088 54 18.46004(W) AD(2002.00) 0
 OM1314  ELLIP H (02/10/07)  234.909  (m)                       GP(2002.00)    
 OM1314  NAD 83(1997)-  43 29 26.73557(N)    088 54 18.46029(W) AD(       ) 1
 OM1314  ELLIP H (08/01/05)  234.914  (m)                       GP(       ) 2 1
 OM1314  NAVD 88 (07/26/07)  270.17   (m)  GEOID03  model used  GPS OBS        
 OM1314
 OM1314.Superseded values are not recommended for survey control.
 OM1314
 OM1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1314.See file dsdata.pdf to determine how the superseded data were derived.
 OM1314
 OM1314_MARKER: DD = SURVEY DISK
 OM1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1314_STAMPING: BEAVER DAM GPS 1992
 OM1314_MARK LOGO: WI-027
 OM1314_PROJECTION: FLUSH
 OM1314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1314+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2019
 OM1314
 OM1314  HISTORY     - Date     Condition        Report By
 OM1314  HISTORY     - 1992     MONUMENTED       WI-027
 OM1314  HISTORY     - 19931122 GOOD             WIDT
 OM1314  HISTORY     - 20030807 GOOD             WIDT
 OM1314  HISTORY     - 20071113 GOOD             WIDT
 OM1314  HISTORY     - 20160912 GOOD             WIDT
 OM1314  HISTORY     - 20190921 GOOD             INDIV
 OM1314
 OM1314                          STATION DESCRIPTION
 OM1314
 OM1314'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1314'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1314'DODGE COUNTY GRID REFERENCE F3, ABOUT 6.5 KM (4.05 MI) NORTHWEST OF
 OM1314'BEAVER DAM, IN THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION
 OM1314'24, T12N, R13E, IN A CUT SECTION ON HIGHWAY RIGHT-OF-WAY. CONTACT
 OM1314'DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 FOR STATION
 OM1314'COORDINATES.
 OM1314'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY G
 OM1314'AND COUNTY TRUNK HIGHWAY CP, GO NORTHWEST ON COUNTY TRUNK HIGHWAY G
 OM1314'FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT.
 OM1314'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1314'FLUSH WITH THE GROUND.  IT IS 13.7 M (44.9 FT) SOUTH OF THE CENTER OF
 OM1314'COUNTY TRUNK HIGHWAY G, SOUTHEAST OF FARM W10118 AND 0.5 M (1.6 FT)
 OM1314'NORTH OF A WHITE PLASTIC T-POST.
 OM1314
 OM1314                          STATION RECOVERY (2003)
 OM1314
 OM1314'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1314'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1314'STATE HIGHWAY 73  WITH COUNTY HIGHWAY G ABOUT 2 MI SOUTH OF THE
 OM1314'VILLAGE OF RANDOLPH, GO EAST THEN  SOUTHEAST ON COUNTY HIGHWAY G FOR
 OM1314'4.7 MI TO SUNNY POINT ROAD, CONTINUE SOUTHEAST ON  COUNTY HIGHWAY G
 OM1314'FOR 0.6 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE DODGE
 OM1314'COUNTY GEODEDIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 OM1314'CONCRETE POST  ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS
 OM1314'13.8 M SOUTHWEST OF THE  CENTERLINE OF COUNTY HIGHWAY G, 74 M
 OM1314'NORTHWEST OF A WOOD POST FOR A --JCT COUNTY CP--  SIGN,  33.6 M W OF
 OM1314'TELEPHONE PEDISTAL --L1100 121--, 1 M EAST OF A CULTIVATED FIELD, 1.0
 OM1314'M SOUTH,  WEST, NORTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS
 OM1314'AND 0.4 M EAST OF  A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 OM1314'STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 10 DEGREES
 OM1314'ABOVE THE HORIZON.
 OM1314
 OM1314                          STATION RECOVERY (2007)
 OM1314
 OM1314'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM1314'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.25 MILE NORTHWEST
 OM1314'OF COUNTY HIGHWAY CP.
 OM1314
 OM1314                          STATION RECOVERY (2016)
 OM1314
 OM1314'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 OM1314'RECOVERED IN GOOD CONDITION.  NOTE-THE STATION IS SOUTH (NOT WEST) OF
 OM1314'THE REFERENCED TELEPHONE PEDESTAL 'L1100 121'.
 OM1314
 OM1314                          STATION RECOVERY (2019)
 OM1314
 OM1314'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (MFM)
 OM1314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0904 ***********************************************************************
 OM0904  DESIGNATION -  BEAVER DAM MUNICIPAL TANK
 OM0904  PID         -  OM0904
 OM0904  STATE/COUNTY-  WI/DODGE
 OM0904  COUNTRY     -  US
 OM0904  USGS QUAD   -  BEAVER DAM (2018)
 OM0904
 OM0904                         *CURRENT SURVEY CONTROL
 OM0904  ______________________________________________________________________
 OM0904* NAD 83(1991) POSITION- 43 27 16.86168(N) 088 50 15.75514(W)   ADJUSTED
 OM0904  ______________________________________________________________________
 OM0904  GEOID HEIGHT    -        -35.233 (meters)                     GEOID18
 OM0904  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 OM0904  HORZ ORDER      -  THIRD
 OM0904
 OM0904.The horizontal coordinates were established by classical geodetic methods
 OM0904.and adjusted by the National Geodetic Survey in November 1991.
 OM0904
 OM0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0904.GEOID18 height accuracy estimate available here.
 OM0904
 OM0904.Click photographs - Photos may exist for this station.
 OM0904
 OM0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0904
 OM0904. The following values were computed from the NAD 83(1991) position.
 OM0904
 OM0904;                    North         East     Units Scale Factor Converg.
 OM0904;SPC WI S     -   162,257.117   694,063.098   MT  0.99993298   +0 47 55.0
 OM0904;SPC WI S     -   532,338.56  2,277,105.35   sFT  0.99993298   +0 47 55.0
 OM0904;UTM  16      - 4,812,948.909   351,319.104   MT  0.99987192   -1 15 51.0
 OM0904
 OM0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5131912948(NAD 83)
 OM0904
 OM0904                          SUPERSEDED SURVEY CONTROL
 OM0904
 OM0904  NAD 83(1986)-  43 27 16.85421(N)    088 50 15.76125(W) AD(       ) 3
 OM0904  NAD 27      -  43 27 16.89100(N)    088 50 15.37600(W) AD(       ) 3
 OM0904
 OM0904.Superseded values are not recommended for survey control.
 OM0904
 OM0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0904.See file dsdata.pdf to determine how the superseded data were derived.
 OM0904
 OM0904_MARKER: 53 = ELEVATED TANK
 OM0904
 OM0904  HISTORY     - Date     Condition        Report By
 OM0904  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM0904  HISTORY     - 19950819 GOOD             USPSQD
 OM0904  HISTORY     - 20021227 GOOD             USPSQD
 OM0904  HISTORY     - 20040319 GOOD             USPSQD
 OM0904
 OM0904                          STATION DESCRIPTION
 OM0904
 OM0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0904'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN
 OM0904'THE SOUTH CENTERAL PART OF TOWN.  THE TANK IS PAINTED SILVER
 OM0904'AND IS SUPPORTED BY AN EIGHT LEGGED STEEL STRUCTURE.  THE
 OM0904'OVERALL HEIGHT OF THE STRUCTURE IS 150 FEET.
 OM0904
 OM0904                          STATION RECOVERY (1995)
 OM0904
 OM0904'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0904'RECOVERED IN GOOD CONDITION.
 OM0904
 OM0904                          STATION RECOVERY (2002)
 OM0904
 OM0904'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0904'RECOVERED IN GOOD CONDITION.  IT IS WEST OF SOUTH SPRING STREET AND
 OM0904'SOUTH OF WASHINGTON STREET EXTENDED.  IT IS PAINTED LIGHT GREEN WITH
 OM0904'BEAVER DAM IN BLACK LETTERS ON FOUR SIDES.
 OM0904
 OM0904                          STATION RECOVERY (2004)
 OM0904
 OM0904'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0904'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0903 ***********************************************************************
 OM0903  DESIGNATION -  BEAVER DAM ST MICHAELS CATH CH
 OM0903  PID         -  OM0903
 OM0903  STATE/COUNTY-  WI/DODGE
 OM0903  COUNTRY     -  US
 OM0903  USGS QUAD   -  BEAVER DAM (2018)
 OM0903
 OM0903                         *CURRENT SURVEY CONTROL
 OM0903  ______________________________________________________________________
 OM0903* NAD 83(1991) POSITION- 43 26 48.32043(N) 088 50 58.48848(W)   ADJUSTED
 OM0903  ______________________________________________________________________
 OM0903  GEOID HEIGHT    -        -35.228 (meters)                     GEOID18
 OM0903  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 OM0903  HORZ ORDER      -  THIRD
 OM0903
 OM0903.The horizontal coordinates were established by classical geodetic methods
 OM0903.and adjusted by the National Geodetic Survey in November 1991.
 OM0903
 OM0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0903.GEOID18 height accuracy estimate available here.
 OM0903
 OM0903.Click photographs - Photos may exist for this station.
 OM0903
 OM0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0903
 OM0903. The following values were computed from the NAD 83(1991) position.
 OM0903
 OM0903;                    North         East     Units Scale Factor Converg.
 OM0903;SPC WI S     -   161,363.111   693,114.651   MT  0.99993286   +0 47 25.6
 OM0903;SPC WI S     -   529,405.47  2,273,993.65   sFT  0.99993286   +0 47 25.6
 OM0903;UTM  16      - 4,812,089.671   350,339.152   MT  0.99987552   -1 16 19.8
 OM0903
 OM0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5033912089(NAD 83)
 OM0903
 OM0903                          SUPERSEDED SURVEY CONTROL
 OM0903
 OM0903  NAD 83(1986)-  43 26 48.31290(N)    088 50 58.49459(W) AD(       ) 3
 OM0903  NAD 27      -  43 26 48.35400(N)    088 50 58.10300(W) AD(       ) 3
 OM0903
 OM0903.Superseded values are not recommended for survey control.
 OM0903
 OM0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0903.See file dsdata.pdf to determine how the superseded data were derived.
 OM0903
 OM0903_MARKER: 90 = CHURCH SPIRE
 OM0903
 OM0903  HISTORY     - Date     Condition        Report By
 OM0903  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM0903  HISTORY     - 19950819 GOOD             USPSQD
 OM0903  HISTORY     - 20021227 GOOD             USPSQD
 OM0903  HISTORY     - 20040319 GOOD             USPSQD
 OM0903
 OM0903                          STATION DESCRIPTION
 OM0903
 OM0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0903'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE AND IS
 OM0903'LOCATED 200 FEET NORTHEAST OF THE JUNCTION OF CURIE AND MADISON
 OM0903'STREETS IN BEAVER DAM.  IT IS A RED BRICK CHURCH WITH A GREY
 OM0903'ROOFED SPIRE, THE BASE OF THE SPIRE HAS A CLOCK ON EACH OF ITS
 OM0903'FOUR SIDES.  THE OVERALL HEIGHT OF THE STRUCTURE IS 100 FEET.
 OM0903
 OM0903                          STATION RECOVERY (1995)
 OM0903
 OM0903'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0903'RECOVERED IN GOOD CONDITION.
 OM0903
 OM0903                          STATION RECOVERY (2002)
 OM0903
 OM0903'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0903'RECOVERED IN GOOD CONDITION.
 OM0903
 OM0903                          STATION RECOVERY (2004)
 OM0903
 OM0903'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0903'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0899 ***********************************************************************
 OM0899  DESIGNATION -  BEAVER DAM ST PATRICKS CATH CH
 OM0899  PID         -  OM0899
 OM0899  STATE/COUNTY-  WI/DODGE
 OM0899  COUNTRY     -  US
 OM0899  USGS QUAD   -  BEAVER DAM (2018)
 OM0899
 OM0899                         *CURRENT SURVEY CONTROL
 OM0899  ______________________________________________________________________
 OM0899* NAD 83(1991) POSITION- 43 27 25.81593(N) 088 50 19.79011(W)   ADJUSTED
 OM0899  ______________________________________________________________________
 OM0899  GEOID HEIGHT    -        -35.237 (meters)                     GEOID18
 OM0899  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 OM0899  HORZ ORDER      -  THIRD
 OM0899
 OM0899.The horizontal coordinates were established by classical geodetic methods
 OM0899.and adjusted by the National Geodetic Survey in November 1991.
 OM0899
 OM0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0899.GEOID18 height accuracy estimate available here.
 OM0899
 OM0899.Click photographs - Photos may exist for this station.
 OM0899
 OM0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0899
 OM0899. The following values were computed from the NAD 83(1991) position.
 OM0899
 OM0899;                    North         East     Units Scale Factor Converg.
 OM0899;SPC WI S     -   162,532.150   693,968.549   MT  0.99993302   +0 47 52.2
 OM0899;SPC WI S     -   533,240.90  2,276,795.15   sFT  0.99993302   +0 47 52.2
 OM0899;UTM  16      - 4,813,227.150   351,234.521   MT  0.99987223   -1 15 54.0
 OM0899
 OM0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5123413227(NAD 83)
 OM0899
 OM0899                          SUPERSEDED SURVEY CONTROL
 OM0899
 OM0899  NAD 83(1986)-  43 27 25.80842(N)    088 50 19.79619(W) AD(       ) 3
 OM0899  NAD 27      -  43 27 25.84600(N)    088 50 19.41000(W) AD(       ) 3
 OM0899
 OM0899.Superseded values are not recommended for survey control.
 OM0899
 OM0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0899.See file dsdata.pdf to determine how the superseded data were derived.
 OM0899
 OM0899_MARKER: 90 = CHURCH SPIRE
 OM0899
 OM0899  HISTORY     - Date     Condition        Report By
 OM0899  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM0899  HISTORY     - 19950819 GOOD             USPSQD
 OM0899  HISTORY     - 20021227 GOOD             USPSQD
 OM0899  HISTORY     - 20040319 GOOD             USPSQD
 OM0899
 OM0899                          STATION DESCRIPTION
 OM0899
 OM0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0899'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED
 OM0899'150 FEET SOUTHEAST OF THE INTERSECTION OF NORTH CENTER STREET
 OM0899'AND WEST MAPLE AVENUE.
 OM0899'
 OM0899'IT IS A RED BRICK CHURCH WITH A GREY ROOF AND THE BASE OF THE
 OM0899'SPIRE HAS A CLOCK ON EACH OF ITS FOUR SIDES.  THE OVERALL
 OM0899'HEIGHT OF THE STRUCTURE IS 125 FEET.
 OM0899
 OM0899                          STATION RECOVERY (1995)
 OM0899
 OM0899'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0899'RECOVERED IN GOOD CONDITION.
 OM0899
 OM0899                          STATION RECOVERY (2002)
 OM0899
 OM0899'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0899'RECOVERED IN GOOD CONDITION.  NOTE-- CLOCKS HAVE BEEN REMOVED FROM
 OM0899'EACH SIDE AND REPLACED BY CIRCULAR PANELS WITH A CROSS PAINTED ON
 OM0899'EACH.
 OM0899
 OM0899                          STATION RECOVERY (2004)
 OM0899
 OM0899'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0902 ***********************************************************************
 OM0902  DESIGNATION -  BEAVER DAM ST PETER CATH CH
 OM0902  PID         -  OM0902
 OM0902  STATE/COUNTY-  WI/DODGE
 OM0902  COUNTRY     -  US
 OM0902  USGS QUAD   -  BEAVER DAM (2018)
 OM0902
 OM0902                         *CURRENT SURVEY CONTROL
 OM0902  ______________________________________________________________________
 OM0902* NAD 83(1991) POSITION- 43 27 04.29395(N) 088 50 11.67075(W)   ADJUSTED
 OM0902  ______________________________________________________________________
 OM0902  GEOID HEIGHT    -        -35.227 (meters)                     GEOID18
 OM0902  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 OM0902  HORZ ORDER      -  THIRD
 OM0902
 OM0902.The horizontal coordinates were established by classical geodetic methods
 OM0902.and adjusted by the National Geodetic Survey in November 1991.
 OM0902
 OM0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0902.GEOID18 height accuracy estimate available here.
 OM0902
 OM0902.Click photographs - Photos may exist for this station.
 OM0902
 OM0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0902
 OM0902. The following values were computed from the NAD 83(1991) position.
 OM0902
 OM0902;                    North         East     Units Scale Factor Converg.
 OM0902;SPC WI S     -   161,870.601   694,160.321   MT  0.99993293   +0 47 57.8
 OM0902;SPC WI S     -   531,070.46  2,277,424.32   sFT  0.99993293   +0 47 57.8
 OM0902;UTM  16      - 4,812,559.168   351,402.347   MT  0.99987162   -1 15 47.9
 OM0902
 OM0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5140212559(NAD 83)
 OM0902
 OM0902                          SUPERSEDED SURVEY CONTROL
 OM0902
 OM0902  NAD 83(1986)-  43 27 04.28641(N)    088 50 11.67686(W) AD(       ) 3
 OM0902  NAD 27      -  43 27 04.32300(N)    088 50 11.29100(W) AD(       ) 3
 OM0902
 OM0902.Superseded values are not recommended for survey control.
 OM0902
 OM0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0902.See file dsdata.pdf to determine how the superseded data were derived.
 OM0902
 OM0902_MARKER: 90 = CHURCH SPIRE
 OM0902
 OM0902  HISTORY     - Date     Condition        Report By
 OM0902  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM0902  HISTORY     - 19950819 GOOD             USPSQD
 OM0902  HISTORY     - 20021227 GOOD             USPSQD
 OM0902  HISTORY     - 20040319 GOOD             USPSQD
 OM0902
 OM0902                          STATION DESCRIPTION
 OM0902
 OM0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0902'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED 75
 OM0902'FEET NORTHEAST OF THE T-INTERSECTION OF SOUTH SPRING AND EAST
 OM0902'SOUTH STREETS.  IT IS A YELLOW BRICK CHURCH WITH A BROWN ROOF.
 OM0902'THE BASE OF THE SPIRE HAS A CLOCK ON EACH OF ITS FOUR SIDES
 OM0902'AND THE OVERALL HEIGHT OF THE STRUCTURE IS 150 FEET.
 OM0902
 OM0902                          STATION RECOVERY (1995)
 OM0902
 OM0902'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0902'RECOVERED IN GOOD CONDITION.
 OM0902
 OM0902                          STATION RECOVERY (2002)
 OM0902
 OM0902'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0902'RECOVERED IN GOOD CONDITION.
 OM0902
 OM0902                          STATION RECOVERY (2004)
 OM0902
 OM0902'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5026 ***********************************************************************
 DK5026  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5026  DESIGNATION -  BEAVER E GPS
 DK5026  PID         -  DK5026
 DK5026  STATE/COUNTY-  WI/CLARK
 DK5026  COUNTRY     -  US
 DK5026  USGS QUAD   -  RIPLINGER (2018)
 DK5026
 DK5026                         *CURRENT SURVEY CONTROL
 DK5026  ______________________________________________________________________
 DK5026* NAD 83(2011) POSITION- 44 51 18.09901(N) 090 26 41.61422(W)   ADJUSTED
 DK5026* NAD 83(2011) ELLIP HT-   366.638 (meters)        (06/27/12)   ADJUSTED
 DK5026* NAD 83(2011) EPOCH   -  2010.00
 DK5026* NAVD 88 ORTHO HEIGHT -   399.44  (meters)     1310.5   (feet) GPS OBS
 DK5026  ______________________________________________________________________
 DK5026  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5026  GEOID HEIGHT    -        -32.798 (meters)                     GEOID12A
 DK5026  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 DK5026  NAD 83(2011) X  -    -35,168.403 (meters)                     COMP
 DK5026  NAD 83(2011) Y  - -4,529,091.911 (meters)                     COMP
 DK5026  NAD 83(2011) Z  -  4,476,200.516 (meters)                     COMP
 DK5026  LAPLACE CORR    -         -6.92  (seconds)                    DEFLEC18
 DK5026
 DK5026  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5026  Standards:
 DK5026         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5026            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5026  -------------------------------------------------------------------
 DK5026  NETWORK    0.32   0.29           0.14   0.12   0.15     -0.08422881
 DK5026  -------------------------------------------------------------------
 DK5026  Click here for local accuracies and other accuracy information.
 DK5026
 DK5026.The horizontal coordinates were established by GPS observations
 DK5026.and adjusted by the National Geodetic Survey in June 2012.
 DK5026
 DK5026.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5026.been affixed to the stable North American tectonic plate. See 
 DK5026.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5026
 DK5026.The horizontal coordinates are valid at the epoch date displayed above
 DK5026.which is a decimal equivalence of Year/Month/Day.
 DK5026
 DK5026.The orthometric height was determined by GPS observations and a
 DK5026.high-resolution geoid model using precise GPS observation and
 DK5026.processing techniques.
 DK5026
 DK5026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5026.GEOID18 height accuracy estimate available here.
 DK5026
 DK5026.Click photographs - Photos may exist for this station.
 DK5026
 DK5026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5026
 DK5026.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5026
 DK5026.The ellipsoidal height was determined by GPS observations
 DK5026.and is referenced to NAD 83.
 DK5026
 DK5026. The following values were computed from the NAD 83(2011) position.
 DK5026
 DK5026;                    North         East     Units Scale Factor Converg.
 DK5026;SPC WI C     -   113,625.541   564,835.521   MT  0.99994077   -0 18 50.1
 DK5026;SPC WI C     -   372,786.46  1,853,131.21   sFT  0.99994077   -0 18 50.1
 DK5026;UTM  15      - 4,970,022.127   701,889.145   MT  1.00010123   +1 48 09.9
 DK5026
 DK5026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5026!SPC WI C     -   0.99994252  x   0.99994077  =   0.99988329
 DK5026!UTM  15      -   0.99994252  x   1.00010123  =   1.00004374
 DK5026
 DK5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0188970022(NAD 83)
 DK5026
 DK5026                          SUPERSEDED SURVEY CONTROL
 DK5026
 DK5026  NAD 83(2007)-  44 51 18.09910(N)    090 26 41.61498(W) AD(2002.00) 1
 DK5026  ELLIP H (07/29/08)  366.664  (m)                       GP(2002.00) 3 1
 DK5026  NAVD 88 (07/29/08)  399.42   (m)  GEOID03  model used  GPS OBS        
 DK5026
 DK5026.Superseded values are not recommended for survey control.
 DK5026
 DK5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5026.See file dsdata.pdf to determine how the superseded data were derived.
 DK5026
 DK5026_MARKER: DD = SURVEY DISK
 DK5026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5026_STAMPING: BEAVER E GPS 2005
 DK5026_MARK LOGO: WIDT
 DK5026_PROJECTION: FLUSH
 DK5026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5026+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2011
 DK5026
 DK5026  HISTORY     - Date     Condition        Report By
 DK5026  HISTORY     - 2004     MONUMENTED       WIDT
 DK5026  HISTORY     - 20061211 GOOD             WIDT
 DK5026  HISTORY     - 20110802 GOOD             WIDT
 DK5026
 DK5026                          STATION DESCRIPTION
 DK5026
 DK5026'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5026'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P TO THE
 DK5026'NORTH AND COUNTY HIGHWAY K TO THE SOUTH WITH COUNTY HIGHWAY K TO THE
 DK5026'EAST AND STARK ROAD TO THE WEST ABOUT 7 MI (11.3 KM) NORTH OF THE CITY
 DK5026'OF LOYAL, GO EAST ON COUNTY HIGHWAY K FOR 2.5 MI (4.0 KM) TO OAK GROVE
 DK5026'ROAD, TURN LEFT AND GO NORTH ON OAK GROVE ROAD FOR 0.8 MI (1.3 KM) TO
 DK5026'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DK5026'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DK5026'OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED
 DK5026'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DK5026'STATION IS 8.9 M (29.2 FT) WEST OF THE CENTER OF OAK GROVE ROAD, 76.5
 DK5026'M (251.0 FT) NORTH-NORTHWEST OF A POWER POLE --134--, 33.4 M (109.6
 DK5026'FT) NORTH-NORTHWEST OF THE WEST END OF A 65-CM (26 INCH) CORRUGATED
 DK5026'METAL CULVERT PIPE, 31.4 M (103.0 FT) SOUTHWEST OF A POWER POLE WITH A
 DK5026'TRANSFORMER NEAR THE TOP OF THE POLE, 2 M (6.6 FT) EAST OF AN
 DK5026'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST
 DK5026'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5026'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5026'HORIZON.
 DK5026
 DK5026                          STATION RECOVERY (2011)
 DK5026
 DK5026'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4511 ***********************************************************************
 DJ4511  DESIGNATION -  BEAVER GPS
 DJ4511  PID         -  DJ4511
 DJ4511  STATE/COUNTY-  WI/CLARK
 DJ4511  COUNTRY     -  US
 DJ4511  USGS QUAD   -  RIPLINGER (2018)
 DJ4511
 DJ4511                         *CURRENT SURVEY CONTROL
 DJ4511  ______________________________________________________________________
 DJ4511* NAD 83(2011) POSITION- 44 48 59.06172(N) 090 29 45.15737(W)   ADJUSTED
 DJ4511* NAD 83(2011) ELLIP HT-   355.798 (meters)        (06/27/12)   ADJUSTED
 DJ4511* NAD 83(2011) EPOCH   -  2010.00
 DJ4511* NAVD 88 ORTHO HEIGHT -   388.601 (meters)     1274.94  (feet) ADJUSTED
 DJ4511  ______________________________________________________________________
 DJ4511  GEOID HEIGHT    -        -32.807 (meters)                     GEOID18
 DJ4511  NAD 83(2011) X  -    -39,224.691 (meters)                     COMP
 DJ4511  NAD 83(2011) Y  - -4,532,077.347 (meters)                     COMP
 DJ4511  NAD 83(2011) Z  -  4,473,149.145 (meters)                     COMP
 DJ4511  LAPLACE CORR    -         -6.29  (seconds)                    DEFLEC18
 DJ4511  DYNAMIC HEIGHT  -        388.545 (meters)     1274.75  (feet) COMP
 DJ4511  MODELED GRAVITY -    980,461.8   (mgal)                       NAVD 88
 DJ4511
 DJ4511  VERT ORDER      -  SECOND    CLASS I
 DJ4511
 DJ4511  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4511  Standards:
 DJ4511         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4511            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4511  -------------------------------------------------------------------
 DJ4511  NETWORK    0.26   0.27           0.12   0.09   0.14      0.01715902
 DJ4511  -------------------------------------------------------------------
 DJ4511  Click here for local accuracies and other accuracy information.
 DJ4511
 DJ4511.The horizontal coordinates were established by GPS observations
 DJ4511.and adjusted by the National Geodetic Survey in June 2012.
 DJ4511
 DJ4511.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4511.been affixed to the stable North American tectonic plate. See 
 DJ4511.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4511
 DJ4511.The horizontal coordinates are valid at the epoch date displayed above
 DJ4511.which is a decimal equivalence of Year/Month/Day.
 DJ4511
 DJ4511.The orthometric height was determined by differential leveling and
 DJ4511.adjusted by the WI DEPT OF TRANSP
 DJ4511.in May 2012.
 DJ4511
 DJ4511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4511.GEOID18 height accuracy estimate available here.
 DJ4511
 DJ4511.Click photographs - Photos may exist for this station.
 DJ4511
 DJ4511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4511
 DJ4511.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4511
 DJ4511.The ellipsoidal height was determined by GPS observations
 DJ4511.and is referenced to NAD 83.
 DJ4511
 DJ4511.The dynamic height is computed by dividing the NAVD 88
 DJ4511.geopotential number by the normal gravity value computed on the
 DJ4511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4511.degrees latitude (g = 980.6199 gals.).
 DJ4511
 DJ4511.The modeled gravity was interpolated from observed gravity values.
 DJ4511
 DJ4511. The following values were computed from the NAD 83(2011) position.
 DJ4511
 DJ4511;                    North         East     Units Scale Factor Converg.
 DJ4511;SPC WI C     -   109,357.269   560,779.552   MT  0.99994125   -0 20 59.6
 DJ4511;SPC WI C     -   358,782.97  1,839,824.25   sFT  0.99994125   -0 20 59.6
 DJ4511;UTM  15      - 4,965,606.338   697,992.956   MT  1.00008207   +1 45 56.1
 DJ4511
 DJ4511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4511!SPC WI C     -   0.99994422  x   0.99994125  =   0.99988547
 DJ4511!UTM  15      -   0.99994422  x   1.00008207  =   1.00002628
 DJ4511
 DJ4511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9799265606(NAD 83)
 DJ4511
 DJ4511                          SUPERSEDED SURVEY CONTROL
 DJ4511
 DJ4511  ELLIP H (09/06/11)  355.796  (m)                       GP(       ) 1 1
 DJ4511  NAD 83(2007)-  44 48 59.06178(N)    090 29 45.15817(W) AD(2002.00) B
 DJ4511  ELLIP H (07/29/08)  355.821  (m)                       GP(2002.00) 4 1
 DJ4511  NAVD 88             388.60   (m)         1274.9    (f) LEVELING    3  
 DJ4511  NAVD 88             388.58   (m)         1274.9    (f) LEVELING    3  
 DJ4511  NAVD 88 (07/08/08)  388.584  (m)         1274.88   (f) SUPERSEDED  2 1
 DJ4511
 DJ4511.Superseded values are not recommended for survey control.
 DJ4511
 DJ4511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4511.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4511
 DJ4511_MARKER: DD = SURVEY DISK
 DJ4511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4511_STAMPING: BEAVER GPS 2005
 DJ4511_MARK LOGO: WIDT
 DJ4511_PROJECTION: FLUSH
 DJ4511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4511+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2011
 DJ4511
 DJ4511  HISTORY     - Date     Condition        Report By
 DJ4511  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4511  HISTORY     - 20061211 GOOD             WIDT
 DJ4511  HISTORY     - 20080715 GOOD             WIDT
 DJ4511  HISTORY     - 20110802 GOOD             WIDT
 DJ4511
 DJ4511                          STATION DESCRIPTION
 DJ4511
 DJ4511'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4511'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K TO THE
 DJ4511'SOUTH AND COUNTY HIGHWAY P TO THE NORTH WITH COUNTY HIGHWAY K TO THE
 DJ4511'EAST AND STARK ROAD TO THE WEST ABOUT 7 MI (11.3 KM) NORTH OF THE CITY
 DJ4511'OF LOYAL, GO SOUTH ON COUNTY HIGHWAY K FOR 1.5 MI (2.4 KM) TO
 DJ4511'RIPLINGER ROAD, CONTINUE SOUTH ON COUNTY HIGHWAY K FOR 0.3 MI (0.5 KM)
 DJ4511'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DJ4511'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4511'IN THE TOP OF 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4511'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4511'THE STATION IS 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF COUNTY
 DJ4511'HIGHWAY K, 44 M (144.4 FT) SOUTH OF A FIELD ENTRANCE, 43.5 M (142.7
 DJ4511'FT) NORTHEAST OF A POWER POLE, 33.7 M (110.6 FT) NORTH OF A TELEPHONE
 DJ4511'PEDESTAL --2052--, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST
 DJ4511'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4511'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4511'HORIZON.
 DJ4511
 DJ4511                          STATION RECOVERY (2008)
 DJ4511
 DJ4511'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DJ4511'RECOVERED AS DESCRIBED.
 DJ4511
 DJ4511                          STATION RECOVERY (2011)
 DJ4511
 DJ4511'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0612 ***********************************************************************
 QM0612  DESIGNATION -  BEAVER LOOKOUT
 QM0612  PID         -  QM0612
 QM0612  STATE/COUNTY-  WI/MARINETTE
 QM0612  COUNTRY     -  US
 QM0612  USGS QUAD   -  CRIVITZ (2018)
 QM0612
 QM0612                         *CURRENT SURVEY CONTROL
 QM0612  ______________________________________________________________________
 QM0612* NAD 83(1991) POSITION- 45 10 41.25066(N) 088 06 33.77525(W)   ADJUSTED
 QM0612  ______________________________________________________________________
 QM0612  GEOID HEIGHT    -        -36.036 (meters)                     GEOID18
 QM0612  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 QM0612  HORZ ORDER      -  THIRD
 QM0612
 QM0612.The horizontal coordinates were established by classical geodetic methods
 QM0612.and adjusted by the National Geodetic Survey in November 1991.
 QM0612
 QM0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0612.GEOID18 height accuracy estimate available here.
 QM0612
 QM0612.Click photographs - Photos may exist for this station.
 QM0612
 QM0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0612
 QM0612. The following values were computed from the NAD 83(1991) position.
 QM0612
 QM0612;                    North         East     Units Scale Factor Converg.
 QM0612;SPC WI C     -   151,163.557   748,586.464   MT  0.99995457   +1 20 02.3
 QM0612;SPC WI C     -   495,942.44  2,455,987.42   sFT  0.99995457   +1 20 02.3
 QM0612;UTM  16      - 5,003,336.749   412,835.093   MT  0.99969342   -0 47 13.0
 QM0612
 QM0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1283503336(NAD 83)
 QM0612
 QM0612                          SUPERSEDED SURVEY CONTROL
 QM0612
 QM0612  NAD 83(1986)-  45 10 41.25171(N)    088 06 33.78427(W) AD(       ) 3
 QM0612  NAD 27      -  45 10 41.33700(N)    088 06 33.41100(W) AD(       ) 3
 QM0612
 QM0612.Superseded values are not recommended for survey control.
 QM0612
 QM0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0612.See file dsdata.pdf to determine how the superseded data were derived.
 QM0612
 QM0612_MARKER: 57 = LOOKOUT TOWER
 QM0612
 QM0612  HISTORY     - Date     Condition        Report By
 QM0612  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0612
 QM0612                          STATION DESCRIPTION
 QM0612
 QM0612'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9072 ***********************************************************************
 AC9072  HT_MOD      -  This is a Height Modernization Survey Station.
 AC9072  DESIGNATION -  BEAVER N 408
 AC9072  PID         -  AC9072
 AC9072  STATE/COUNTY-  WI/POLK
 AC9072  COUNTRY     -  US
 AC9072  USGS QUAD   -  TURTLE LAKE (2018)
 AC9072
 AC9072                         *CURRENT SURVEY CONTROL
 AC9072  ______________________________________________________________________
 AC9072* NAD 83(2011) POSITION- 45 26 56.48570(N) 092 14 19.78849(W)   ADJUSTED
 AC9072* NAD 83(2011) ELLIP HT-   336.092 (meters)        (06/27/12)   ADJUSTED
 AC9072* NAD 83(2011) EPOCH   -  2010.00
 AC9072* NAVD 88 ORTHO HEIGHT -   365.46  (meters)     1199.0   (feet) GPS OBS
 AC9072  ______________________________________________________________________
 AC9072  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AC9072  GEOID HEIGHT    -        -29.364 (meters)                     GEOID12A
 AC9072  GEOID HEIGHT    -        -29.368 (meters)                     GEOID18
 AC9072  NAD 83(2011) X  -   -175,105.105 (meters)                     COMP
 AC9072  NAD 83(2011) Y  - -4,478,980.608 (meters)                     COMP
 AC9072  NAD 83(2011) Z  -  4,522,735.882 (meters)                     COMP
 AC9072  LAPLACE CORR    -        -14.91  (seconds)                    DEFLEC18
 AC9072
 AC9072  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9072  Standards:
 AC9072         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9072            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9072  -------------------------------------------------------------------
 AC9072  NETWORK    0.32   0.98           0.14   0.12   0.50      0.01395748
 AC9072  -------------------------------------------------------------------
 AC9072  Click here for local accuracies and other accuracy information.
 AC9072
 AC9072.The horizontal coordinates were established by GPS observations
 AC9072.and adjusted by the National Geodetic Survey in June 2012.
 AC9072
 AC9072.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9072.been affixed to the stable North American tectonic plate. See 
 AC9072.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9072
 AC9072.The horizontal coordinates are valid at the epoch date displayed above
 AC9072.which is a decimal equivalence of Year/Month/Day.
 AC9072
 AC9072.The orthometric height was determined by GPS observations and a
 AC9072.high-resolution geoid model using precise GPS observation and
 AC9072.processing techniques.
 AC9072
 AC9072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9072.GEOID18 height accuracy estimate available here.
 AC9072
 AC9072.Click photographs - Photos may exist for this station.
 AC9072
 AC9072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9072
 AC9072.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9072
 AC9072.The ellipsoidal height was determined by GPS observations
 AC9072.and is referenced to NAD 83.
 AC9072
 AC9072. The following values were computed from the NAD 83(2011) position.
 AC9072
 AC9072;                    North         East     Units Scale Factor Converg.
 AC9072;SPC WI C     -   181,954.157   424,883.358   MT  0.99999069   -1 34 46.8
 AC9072;SPC WI C     -   596,961.26  1,393,971.48   sFT  0.99999069   -1 34 46.8
 AC9072;UTM  15      - 5,033,114.981   559,521.380   MT  0.99964356   +0 32 32.8
 AC9072
 AC9072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9072!SPC WI C     -   0.99994731  x   0.99999069  =   0.99993800
 AC9072!UTM  15      -   0.99994731  x   0.99964356  =   0.99959089
 AC9072
 AC9072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5952133114(NAD 83)
 AC9072
 AC9072                          SUPERSEDED SURVEY CONTROL
 AC9072
 AC9072  NAD 83(2007)-  45 26 56.48560(N)    092 14 19.78900(W) AD(2002.00) 0
 AC9072  ELLIP H (02/10/07)  336.128  (m)                       GP(2002.00)    
 AC9072  NAD 83(1997)-  45 26 56.48577(N)    092 14 19.78942(W) AD(       ) 1
 AC9072  ELLIP H (09/30/02)  336.144  (m)                       GP(       ) 2 1
 AC9072  NAD 83(1991)-  45 26 56.48536(N)    092 14 19.78791(W) AD(       ) 1
 AC9072  ELLIP H (06/10/97)  336.158  (m)                       GP(       ) 2 1
 AC9072  NAVD 88 (06/10/97)  365.4    (m)  GEOID96  model used  GPS OBS        
 AC9072
 AC9072.Superseded values are not recommended for survey control.
 AC9072
 AC9072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9072.See file dsdata.pdf to determine how the superseded data were derived.
 AC9072
 AC9072_MARKER: DD = SURVEY DISK
 AC9072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9072_STAMPING: BEAVER N. 408 1995
 AC9072_MARK LOGO: WI-095
 AC9072_PROJECTION: FLUSH
 AC9072_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9072+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2010
 AC9072
 AC9072  HISTORY     - Date     Condition        Report By
 AC9072  HISTORY     - 1995     MONUMENTED       WI-095
 AC9072  HISTORY     - 20051106 GOOD             WIDT
 AC9072  HISTORY     - 20100825 GOOD             WIDT
 AC9072
 AC9072                          STATION DESCRIPTION
 AC9072
 AC9072'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9072'THE STATION IS LOCATED 5 MI (8.0 KM) NORTHWEST OF VILLAGE OF TURTLE
 AC9072'LAKE, WISCONSIN IN THE SOUTHWEST QUARTER OF NORTHWEST QUARTER OF
 AC9072'SECTION 9, T.34N., R.15W., 4TH P.M.  TOWN OF BEAVER, POLK COUNTY.  TO
 AC9072'REACH THE STATION FROM THE VILLAGE OF TURTLE LAKE, BEGIN AT THE
 AC9072'INTERSECTION OF U.S.  HIGHWAY 63 AND U.S.  HIGHWAY 8, GO WEST 2.75 MI
 AC9072'(4.43 KM) TO THE INTERSECTION OF U.S.  HIGHWAY 8 AND COUNTY TRUNK
 AC9072'HIGHWAY V, GO NORTH ALONG COUNTY TRUNK HIGHWAY V 4.5 MI (7.2 KM) TO
 AC9072'THE STATION.  THE STATION IS LOCATED 30.5 FEET (9.3 M) EAST OF
 AC9072'CENTERLINE OF COUNTY HIGHWAY V, 34 FEET (10.4 M) SOUTH OF ROAD SIGN
 AC9072'(CURVE) , .7 MI (1.1 KM) NORTH OF 160TH AVENUE (TO EAST) , .3 MI (0.5
 AC9072'KM) SOUTH OF WHERE COUNTY HIGHWAY V TURNS WESTERLY.  THE STATION IS A
 AC9072'BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP
 AC9072'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST
 AC9072'IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9072
 AC9072                          STATION RECOVERY (2005)
 AC9072
 AC9072'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9072'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 29.5 M SOUTHEAST OF
 AC9072'THE TOP CENTER OF TELEPHONE PEDESTAL --089650 7-3 21B--, 1.3 M WEST OF
 AC9072'A CULTIVATED FIELD, AND 0.9 M EAST, 0.9 M SOUTHWEST, AND 0.9 M
 AC9072'NORTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AC9072
 AC9072                          STATION RECOVERY (2010)
 AC9072
 AC9072'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AC9072'-NOTE-PLASTIC WITNESS POST HAS BEEN REMOVED.  OTHERWISE, RECOVERED AS
 AC9072'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9071 ***********************************************************************
 AC9071  HT_MOD      -  This is a Height Modernization Survey Station.
 AC9071  DESIGNATION -  BEAVER NE 407
 AC9071  PID         -  AC9071
 AC9071  STATE/COUNTY-  WI/POLK
 AC9071  COUNTRY     -  US
 AC9071  USGS QUAD   -  TURTLE LAKE (2018)
 AC9071
 AC9071                         *CURRENT SURVEY CONTROL
 AC9071  ______________________________________________________________________
 AC9071* NAD 83(2011) POSITION- 45 26 45.65802(N) 092 10 14.11101(W)   ADJUSTED
 AC9071* NAD 83(2011) ELLIP HT-   344.735 (meters)        (06/27/12)   ADJUSTED
 AC9071* NAD 83(2011) EPOCH   -  2010.00
 AC9071* NAVD 88 ORTHO HEIGHT -   374.46  (meters)     1228.5   (feet) GPS OBS
 AC9071  ______________________________________________________________________
 AC9071  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AC9071  GEOID HEIGHT    -        -29.724 (meters)                     GEOID12A
 AC9071  GEOID HEIGHT    -        -29.717 (meters)                     GEOID18
 AC9071  NAD 83(2011) X  -   -169,779.419 (meters)                     COMP
 AC9071  NAD 83(2011) Y  - -4,479,430.104 (meters)                     COMP
 AC9071  NAD 83(2011) Z  -  4,522,507.513 (meters)                     COMP
 AC9071  LAPLACE CORR    -        -11.02  (seconds)                    DEFLEC18
 AC9071
 AC9071  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9071  Standards:
 AC9071         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9071            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9071  -------------------------------------------------------------------
 AC9071  NETWORK    0.53   0.84           0.25   0.17   0.43      0.13027777
 AC9071  -------------------------------------------------------------------
 AC9071  Click here for local accuracies and other accuracy information.
 AC9071
 AC9071.The horizontal coordinates were established by GPS observations
 AC9071.and adjusted by the National Geodetic Survey in June 2012.
 AC9071
 AC9071.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9071.been affixed to the stable North American tectonic plate. See 
 AC9071.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9071
 AC9071.The horizontal coordinates are valid at the epoch date displayed above
 AC9071.which is a decimal equivalence of Year/Month/Day.
 AC9071
 AC9071.The orthometric height was determined by GPS observations and a
 AC9071.high-resolution geoid model using precise GPS observation and
 AC9071.processing techniques.
 AC9071
 AC9071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9071.GEOID18 height accuracy estimate available here.
 AC9071
 AC9071.Click photographs - Photos may exist for this station.
 AC9071
 AC9071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9071
 AC9071.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9071
 AC9071.The ellipsoidal height was determined by GPS observations
 AC9071.and is referenced to NAD 83.
 AC9071
 AC9071. The following values were computed from the NAD 83(2011) position.
 AC9071
 AC9071;                    North         East     Units Scale Factor Converg.
 AC9071;SPC WI C     -   181,475.079   430,211.017   MT  0.99999017   -1 31 53.5
 AC9071;SPC WI C     -   595,389.49  1,411,450.64   sFT  0.99999017   -1 31 53.5
 AC9071;UTM  15      - 5,032,833.629   564,861.295   MT  0.99965172   +0 35 27.8
 AC9071
 AC9071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9071!SPC WI C     -   0.99994596  x   0.99999017  =   0.99993613
 AC9071!UTM  15      -   0.99994596  x   0.99965172  =   0.99959769
 AC9071
 AC9071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6486132833(NAD 83)
 AC9071
 AC9071                          SUPERSEDED SURVEY CONTROL
 AC9071
 AC9071  NAD 83(2007)-  45 26 45.65791(N)    092 10 14.11151(W) AD(2002.00) 0
 AC9071  ELLIP H (02/10/07)  344.770  (m)                       GP(2002.00)    
 AC9071  NAD 83(1997)-  45 26 45.65810(N)    092 10 14.11184(W) AD(       ) 1
 AC9071  ELLIP H (09/30/02)  344.782  (m)                       GP(       ) 2 1
 AC9071  NAD 83(1991)-  45 26 45.65766(N)    092 10 14.11045(W) AD(       ) 1
 AC9071  ELLIP H (06/10/97)  344.796  (m)                       GP(       ) 2 1
 AC9071  NAVD 88 (06/10/97)  374.4    (m)  GEOID96  model used  GPS OBS        
 AC9071
 AC9071.Superseded values are not recommended for survey control.
 AC9071
 AC9071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9071.See file dsdata.pdf to determine how the superseded data were derived.
 AC9071
 AC9071_MARKER: DD = SURVEY DISK
 AC9071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9071_STAMPING: BEAVER NE 407 1995
 AC9071_MARK LOGO: WI-095
 AC9071_PROJECTION: FLUSH
 AC9071_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9071+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2010
 AC9071
 AC9071  HISTORY     - Date     Condition        Report By
 AC9071  HISTORY     - 1995     MONUMENTED       WI-095
 AC9071  HISTORY     - 20051106 GOOD             WIDT
 AC9071  HISTORY     - 20100825 GOOD             WIDT
 AC9071
 AC9071                          STATION DESCRIPTION
 AC9071
 AC9071'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9071'THE STATION IS LOCATED 4.25 MI (6.84 KM) NORTH AND .5 MI (0.8 KM) WEST
 AC9071'OF THE VILLAGE OF TURTLE LAKE, WISCONSIN IN THE SOUTHWEST QUARTER OF
 AC9071'NORTHWEST QUARTER OF SECTION 12, T.34N., R.15W., 4TH P.M.  TOWN OF
 AC9071'BEAVER, POLK COUNTY.  TO REACH THE STATION BEGIN AT THE INTERSECTION
 AC9071'OF U.  S.  HIGHWAY 63, AND U.  S.  HIGHWAY 8 AND COUNTY TRUNK HIGHWAY
 AC9071'T, GO NORTH ALONG COUNTY TRUNK HIGHWAY T 4.25 MI (6.84 KM) TO THE
 AC9071'INTERSECTION OF COUNTY TRUNK HIGHWAY T AND NORTH HORSESHOE LANE, GO
 AC9071'EAST .25 MI (0.40 KM) TO THE STATION.  THE STATION IS LOCATED 31.5
 AC9071'FEET (9.6 M) NORTH OF HORSESHOE LANE, 37.5 FEET (11.4 M) WEST OF POWER
 AC9071'POLE.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER
 AC9071'BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A
 AC9071'PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9071
 AC9071                          STATION RECOVERY (2005)
 AC9071
 AC9071'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9071'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 AC9071'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9071'POSTS.
 AC9071
 AC9071                          STATION RECOVERY (2010)
 AC9071
 AC9071'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AC9071'-NOTE-VISIBLE OBSTRUCTIONS INCLUDE A TREE SOUTHEAST OF THE STATION
 AC9071'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.  OTHERWISE, RECOVERED AS
 AC9071'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AE8644 ***********************************************************************
 AE8644  DESIGNATION -  BEAVER NORTH GPS
 AE8644  PID         -  AE8644
 AE8644  STATE/COUNTY-  WI/CLARK
 AE8644  COUNTRY     -  US
 AE8644  USGS QUAD   -  RIPLINGER (2018)
 AE8644
 AE8644                         *CURRENT SURVEY CONTROL
 AE8644  ______________________________________________________________________
 AE8644* NAD 83(2011) POSITION- 44 50 29.87173(N) 090 29 45.90317(W)   ADJUSTED
 AE8644* NAD 83(2011) ELLIP HT-   368.594 (meters)        (06/27/12)   ADJUSTED
 AE8644* NAD 83(2011) EPOCH   -  2010.00
 AE8644* NAVD 88 ORTHO HEIGHT -   401.315 (meters)     1316.65  (feet) ADJUSTED
 AE8644  ______________________________________________________________________
 AE8644  GEOID HEIGHT    -        -32.716 (meters)                     GEOID18
 AE8644  NAD 83(2011) X  -    -39,224.045 (meters)                     COMP
 AE8644  NAD 83(2011) Y  - -4,530,109.993 (meters)                     COMP
 AE8644  NAD 83(2011) Z  -  4,475,146.358 (meters)                     COMP
 AE8644  LAPLACE CORR    -         -6.84  (seconds)                    DEFLEC18
 AE8644  DYNAMIC HEIGHT  -        401.258 (meters)     1316.46  (feet) COMP
 AE8644  MODELED GRAVITY -    980,462.7   (mgal)                       NAVD 88
 AE8644
 AE8644  VERT ORDER      -  SECOND    CLASS I
 AE8644
 AE8644  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8644  Standards:
 AE8644         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8644            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8644  -------------------------------------------------------------------
 AE8644  NETWORK    0.77   1.88           0.34   0.28   0.96      0.07990695
 AE8644  -------------------------------------------------------------------
 AE8644  Click here for local accuracies and other accuracy information.
 AE8644
 AE8644.The horizontal coordinates were established by GPS observations
 AE8644.and adjusted by the National Geodetic Survey in June 2012.
 AE8644
 AE8644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8644.been affixed to the stable North American tectonic plate. See 
 AE8644.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8644
 AE8644.The horizontal coordinates are valid at the epoch date displayed above
 AE8644.which is a decimal equivalence of Year/Month/Day.
 AE8644
 AE8644.The orthometric height was determined by differential leveling and
 AE8644.adjusted by the WI DEPT OF TRANSP
 AE8644.in May 2012.
 AE8644
 AE8644.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8644.GEOID18 height accuracy estimate available here.
 AE8644
 AE8644.Click photographs - Photos may exist for this station.
 AE8644
 AE8644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8644
 AE8644.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8644
 AE8644.The ellipsoidal height was determined by GPS observations
 AE8644.and is referenced to NAD 83.
 AE8644
 AE8644.The dynamic height is computed by dividing the NAVD 88
 AE8644.geopotential number by the normal gravity value computed on the
 AE8644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8644.degrees latitude (g = 980.6199 gals.).
 AE8644
 AE8644.The modeled gravity was interpolated from observed gravity values.
 AE8644
 AE8644. The following values were computed from the NAD 83(2011) position.
 AE8644
 AE8644;                    North         East     Units Scale Factor Converg.
 AE8644;SPC WI C     -   112,160.367   560,780.291   MT  0.99994089   -0 21 00.1
 AE8644;SPC WI C     -   367,979.47  1,839,826.67   sFT  0.99994089   -0 21 00.1
 AE8644;UTM  15      - 4,968,407.947   697,890.189   MT  1.00008157   +1 45 58.3
 AE8644
 AE8644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8644!SPC WI C     -   0.99994221  x   0.99994089  =   0.99988311
 AE8644!UTM  15      -   0.99994221  x   1.00008157  =   1.00002378
 AE8644
 AE8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9789068407(NAD 83)
 AE8644
 AE8644                          SUPERSEDED SURVEY CONTROL
 AE8644
 AE8644  NAD 83(2007)-  44 50 29.87182(N)    090 29 45.90381(W) AD(2002.00) 0
 AE8644  ELLIP H (02/10/07)  368.638  (m)                       GP(2002.00)    
 AE8644  NAD 83(1997)-  44 50 29.87190(N)    090 29 45.90433(W) AD(       ) 1
 AE8644  ELLIP H (06/03/99)  368.657  (m)                       GP(       ) 3 1
 AE8644  NAD 83(1991)-  44 50 29.87119(N)    090 29 45.90317(W) AD(       ) 1
 AE8644  ELLIP H (04/20/98)  368.670  (m)                       GP(       ) 3 1
 AE8644  NAVD 88 (07/08/08)  401.298  (m)         1316.59   (f) SUPERSEDED  2 1
 AE8644  NGVD 29 (04/20/98)  401.3    (m)  GEOID96  model used  GPS OBS        
 AE8644
 AE8644.Superseded values are not recommended for survey control.
 AE8644
 AE8644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8644.See file dsdata.pdf to determine how the superseded data were derived.
 AE8644
 AE8644_MARKER: DD = SURVEY DISK
 AE8644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8644_STAMPING: BEAVER N GPS 1996
 AE8644_MARK LOGO: WI-019
 AE8644_PROJECTION: FLUSH
 AE8644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8644+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2011
 AE8644
 AE8644  HISTORY     - Date     Condition        Report By
 AE8644  HISTORY     - 1996     MONUMENTED       WI-019
 AE8644  HISTORY     - 20020921 GOOD             USPSQD
 AE8644  HISTORY     - 20041104 GOOD             USPSQD
 AE8644  HISTORY     - 20060810 GOOD             WIDT
 AE8644  HISTORY     - 20110816 GOOD             WIDT
 AE8644
 AE8644                          STATION DESCRIPTION
 AE8644
 AE8644'DESCRIBED BY CLARK COUNTY WISCONSIN 1996 (CMS)
 AE8644'THE STATION IS 32.1 KM (19.95 MI) AIR MILES NORTH 14 DEGREES EAST FROM
 AE8644'THE CLARK COUNTY COURTHOUSE. TO REACH THE STATION FROM THE
 AE8644'INTERSECTION OF STATE HIGHWAY 98 AND COUNTY HIGHWAY K IN THE TOWN OF
 AE8644'BEAVER, GO NORTH ON HIGHWAY K FOR 11.3 KM (7.00 MI) TO THE STATION ON
 AE8644'THE LEFT.  THE STATION IS ALSO 97.5 M (319.9 FT) SOUTH OF THE
 AE8644'INTERSECTION CENTERLINE OF COUNTY HIGHWAY K. THE STATION IS A CLARK
 AE8644'COUNTY BRASS SURVEY DISK STAMPED ---BEAVER-NORTH GPS 1996---, SET IN
 AE8644'THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND 9.1 M (29.9
 AE8644'FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY K, AND 8.2 M (26.9 FT)
 AE8644'SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE LOCATED ON THE WEST SIDE
 AE8644'OF HIGHWAY K.
 AE8644
 AE8644                          STATION RECOVERY (2002)
 AE8644
 AE8644'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 AE8644'RECOVERED IN GOOD CONDITION.
 AE8644
 AE8644                          STATION RECOVERY (2004)
 AE8644
 AE8644'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 AE8644'INTERSECTION OF COUNTY K, P, AND STARK ROAD. 11FEET SOUTH OF CLARK
 AE8644'CO-OP POLE NUMBER 6-35 WQC. WITNESS POST 3 FEET SOUTH AND ANOTHER 3
 AE8644'FEET NORTH.
 AE8644
 AE8644                          STATION RECOVERY (2006)
 AE8644
 AE8644'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 AE8644'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WITH COUNTY
 AE8644'HIGHWAY P TO THE NORTH AND STARK ROAD TO THE WEST ABOUT 7 MI (11.3 KM)
 AE8644'NORTH OF THE CITY OF LOYAL, GO SOUTH ON COUNTY HIGHWAY K FOR 0.05 MI
 AE8644'(0.1 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE CLARK
 AE8644'COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14
 AE8644'INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 AE8644'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.5 M (34.4 FT) WEST
 AE8644'OF THE CENTERLINE OF COUNTY HIGHWAY P, 22.3 M (73.2 FT) WEST-SOUTHWEST
 AE8644'OF A TELEPHONE PEDESTAL --2060--, 3.3 M (10.8 FT) SOUTH OF A POWER
 AE8644'POLE, 1.0 M (3.3 FT) EAST OF A METAL --H.A.R.N.-- SIGN, 1.0 M (3.3 FT)
 AE8644'SOUTH OF A YELLOW FIBERGLASS WITNESS POST, AND 0.8 M (2.6 FT) NORTH OF
 AE8644'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AE8644'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 AE8644'FOR THE REFERENCED POWER POLE TO THE NORTHWEST EXTENDING TO 70 DEGREES
 AE8644'ABOVE THE HORIZON.
 AE8644
 AE8644                          STATION RECOVERY (2011)
 AE8644
 AE8644'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 AE8644'
 AE8644'MONUMENT IS 1 M (3.3 FT) EAST OF A STEEL - - HARN - - SIGN AND 1 M
 AE8644'(3.3 FT) NORTH AND SOUTH OF A 4 X 4 ORANGE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5028 ***********************************************************************
 DK5028  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5028  DESIGNATION -  BEAVER S GPS
 DK5028  PID         -  DK5028
 DK5028  STATE/COUNTY-  WI/CLARK
 DK5028  COUNTRY     -  US
 DK5028  USGS QUAD   -  RIPLINGER (2018)
 DK5028
 DK5028                         *CURRENT SURVEY CONTROL
 DK5028  ______________________________________________________________________
 DK5028* NAD 83(2011) POSITION- 44 47 57.19594(N) 090 26 19.70108(W)   ADJUSTED
 DK5028* NAD 83(2011) ELLIP HT-   374.302 (meters)        (06/27/12)   ADJUSTED
 DK5028* NAD 83(2011) EPOCH   -  2010.00
 DK5028* NAVD 88 ORTHO HEIGHT -   407.29  (meters)     1336.3   (feet) GPS OBS
 DK5028  ______________________________________________________________________
 DK5028  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5028  GEOID HEIGHT    -        -32.993 (meters)                     GEOID12A
 DK5028  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 DK5028  NAD 83(2011) X  -    -34,720.768 (meters)                     COMP
 DK5028  NAD 83(2011) Y  - -4,533,473.179 (meters)                     COMP
 DK5028  NAD 83(2011) Z  -  4,471,807.204 (meters)                     COMP
 DK5028  LAPLACE CORR    -         -5.87  (seconds)                    DEFLEC18
 DK5028
 DK5028  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5028  Standards:
 DK5028         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5028            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5028  -------------------------------------------------------------------
 DK5028  NETWORK    0.59   0.49           0.25   0.23   0.25      0.24310764
 DK5028  -------------------------------------------------------------------
 DK5028  Click here for local accuracies and other accuracy information.
 DK5028
 DK5028.The horizontal coordinates were established by GPS observations
 DK5028.and adjusted by the National Geodetic Survey in June 2012.
 DK5028
 DK5028.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5028.been affixed to the stable North American tectonic plate. See 
 DK5028.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5028
 DK5028.The horizontal coordinates are valid at the epoch date displayed above
 DK5028.which is a decimal equivalence of Year/Month/Day.
 DK5028
 DK5028.The orthometric height was determined by GPS observations and a
 DK5028.high-resolution geoid model using precise GPS observation and
 DK5028.processing techniques.
 DK5028
 DK5028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5028.GEOID18 height accuracy estimate available here.
 DK5028
 DK5028.Click photographs - Photos may exist for this station.
 DK5028
 DK5028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5028
 DK5028.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5028
 DK5028.The ellipsoidal height was determined by GPS observations
 DK5028.and is referenced to NAD 83.
 DK5028
 DK5028. The following values were computed from the NAD 83(2011) position.
 DK5028
 DK5028;                    North         East     Units Scale Factor Converg.
 DK5028;SPC WI C     -   107,421.702   565,283.123   MT  0.99994160   -0 18 34.6
 DK5028;SPC WI C     -   352,432.70  1,854,599.71   sFT  0.99994160   -0 18 34.6
 DK5028;UTM  15      - 4,963,838.042   702,565.591   MT  1.00010460   +1 48 19.1
 DK5028
 DK5028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5028!SPC WI C     -   0.99994132  x   0.99994160  =   0.99988292
 DK5028!UTM  15      -   0.99994132  x   1.00010460  =   1.00004591
 DK5028
 DK5028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0256563838(NAD 83)
 DK5028
 DK5028                          SUPERSEDED SURVEY CONTROL
 DK5028
 DK5028  NAD 83(2007)-  44 47 57.19601(N)    090 26 19.70187(W) AD(2002.00) 1
 DK5028  ELLIP H (07/29/08)  374.327  (m)                       GP(2002.00) 3 1
 DK5028  NAVD 88 (07/29/08)  407.28   (m)  GEOID03  model used  GPS OBS        
 DK5028
 DK5028.Superseded values are not recommended for survey control.
 DK5028
 DK5028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5028.See file dsdata.pdf to determine how the superseded data were derived.
 DK5028
 DK5028_MARKER: DD = SURVEY DISK
 DK5028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5028_STAMPING: BEAVER S GPS 2005
 DK5028_MARK LOGO: WIDT
 DK5028_PROJECTION: FLUSH
 DK5028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5028+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2011
 DK5028
 DK5028  HISTORY     - Date     Condition        Report By
 DK5028  HISTORY     - 2004     MONUMENTED       WIDT
 DK5028  HISTORY     - 20061211 GOOD             WIDT
 DK5028  HISTORY     - 20110802 GOOD             WIDT
 DK5028
 DK5028                          STATION DESCRIPTION
 DK5028
 DK5028'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5028'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K TO THE
 DK5028'SOUTH AND COUNTY HIGHWAY P TO THE NORTH WITH COUNTY HIGHWAY K TO THE
 DK5028'EAST AND STARK ROAD TO THE WEST ABOUT 7 MI (11.3 KM) NORTH OF THE CITY
 DK5028'OF LOYAL, GO EAST ON COUNTY HIGHWAY K FOR 2.5 MI (4.0 KM) TO OAK GROVE
 DK5028'ROAD, TURN RIGHT AND GO SOUTH ON OAK GROVE ROAD FOR 3.0 MI (4.8 KM) TO
 DK5028'153 ROAD, TURN LEFT AND GO EAST ON 153 ROAD FOR 0.3 MI (0.5 KM) TO THE
 DK5028'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DK5028'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DK5028'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DK5028'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DK5028'9.2 M (30.2 FT) SOUTH OF THE CENTERLINE OF 153 ROAD, 82 M (269.0 FT)
 DK5028'WEST OF A PRIVATE ENTRANCE --W2557--, 58 M (190.3 FT) SOUTHWEST OF A
 DK5028'POWER POLE --33--, 47.6 M (156.2 FT) SOUTHEAST OF A POWER POLE --32--,
 DK5028'AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4
 DK5028'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5028'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5028
 DK5028                          STATION RECOVERY (2011)
 DK5028
 DK5028'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8277 ***********************************************************************
 DP8277  DESIGNATION -  BEAVER W
 DP8277  PID         -  DP8277
 DP8277  STATE/COUNTY-  WI/MARINETTE
 DP8277  COUNTRY     -  US
 DP8277  USGS QUAD   -  CRIVITZ (2018)
 DP8277
 DP8277                         *CURRENT SURVEY CONTROL
 DP8277  ______________________________________________________________________
 DP8277* NAD 83(1986) POSITION- 45 08 19.44   (N) 088 05 44.63   (W)   HD_HELD1
 DP8277* NAVD 88 ORTHO HEIGHT -   224.579 (meters)      736.81  (feet) ADJUSTED
 DP8277  ______________________________________________________________________
 DP8277  GEOID HEIGHT    -        -36.140 (meters)                     GEOID18
 DP8277  DYNAMIC HEIGHT  -        224.560 (meters)      736.74  (feet) COMP
 DP8277  MODELED GRAVITY -    980,528.2   (mgal)                       NAVD 88
 DP8277
 DP8277  VERT ORDER      -  SECOND    CLASS I
 DP8277
 DP8277.The horizontal coordinates were determined by differentially corrected
 DP8277.hand held GPS observations or other comparable positioning techniques
 DP8277.and have an estimated accuracy of +/- 3 meters.
 DP8277
 DP8277.The orthometric height was determined by differential leveling and
 DP8277.adjusted by the NATIONAL GEODETIC SURVEY
 DP8277.in February 2017.
 DP8277
 DP8277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8277.GEOID18 height accuracy estimate available here.
 DP8277
 DP8277.Click photographs - Photos may exist for this station.
 DP8277
 DP8277.The dynamic height is computed by dividing the NAVD 88
 DP8277.geopotential number by the normal gravity value computed on the
 DP8277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8277.degrees latitude (g = 980.6199 gals.).
 DP8277
 DP8277.The modeled gravity was interpolated from observed gravity values.
 DP8277
 DP8277;                    North         East    Units  Estimated Accuracy
 DP8277;SPC WI C     -   146,812.2     749,761.8     MT  (+/- 3 meters HH1 GPS) 
 DP8277
 DP8277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1384898946(NAD 83)
 DP8277
 DP8277                          SUPERSEDED SURVEY CONTROL
 DP8277
 DP8277.No superseded survey control is available for this station.
 DP8277
 DP8277_MARKER: DD = SURVEY DISK
 DP8277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8277_STAMPING: BEAVER W 1994
 DP8277_MARK LOGO: WI-075
 DP8277_PROJECTION: FLUSH
 DP8277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8277+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2014
 DP8277
 DP8277  HISTORY     - Date     Condition        Report By
 DP8277  HISTORY     - 1994     MONUMENTED       WI-075
 DP8277  HISTORY     - 20140923 GOOD             WIDT
 DP8277
 DP8277                          STATION DESCRIPTION
 DP8277
 DP8277'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8277'HE STATION IS APPROXIMATELY 18.8 MI (30.2 KM) EAST-SOUTHEAST OF
 DP8277'MOUNTAIN, 7.7 MI (12.4 KM) SOUTHWEST OF CRIVITZ AND 3.9 MI (6.3 KM)
 DP8277'WEST OF BEAVER.
 DP8277'
 DP8277'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8277'HIGHWAY P ABOUT 5 MI (8.0 KM) NORTH OF THE VILLAGE OF COLEMAN, GO WEST
 DP8277'ON COUNTY HIGHWAY P FOR 4.0 MI (6.4 KM) TO A RIGHT CURVE IN THE
 DP8277'HIGHWAY AND WEST 14TH ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON WEST
 DP8277'14TH ROAD FOR ABOUT 175 FT (53.3 M) TO THE STATION ON THE RIGHT.
 DP8277'
 DP8277'THE STATION IS 10.1 M (33.1 FT) NORTHWEST OF THE CENTERLINE OF WEST
 DP8277'14TH ROAD, 50 M (164.0 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DP8277'HIGHWAY P, 10.5 M (34.4 FT) NORTHEAST OF THE EXTENDED CENTER OF A
 DP8277'FIELD ENTRANCE, 1.8 M (5.9 FT) SOUTHEAST OF AN ELECTRIC JUNCTION BOX
 DP8277'-P4 780- AND LOCATED BETWEEN TWO WHITE PLASTIC WITNESS POSTS.
 DP8277'
 DP8277'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8277'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8277'GPS NETWORK GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DP8277'(16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0670 ***********************************************************************
 QM0670  DESIGNATION -  BECK
 QM0670  PID         -  QM0670
 QM0670  STATE/COUNTY-  WI/ONEIDA
 QM0670  COUNTRY     -  US
 QM0670  USGS QUAD   -  MONICO (2018)
 QM0670
 QM0670                         *CURRENT SURVEY CONTROL
 QM0670  ______________________________________________________________________
 QM0670* NAD 83(1991) POSITION- 45 32 42.62765(N) 089 10 07.42047(W)   ADJUSTED
 QM0670* NAVD 88 ORTHO HEIGHT -   517.    (meters)     1696.    (feet) SCALED
 QM0670  ______________________________________________________________________
 QM0670  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 QM0670  LAPLACE CORR    -         -5.73  (seconds)                    DEFLEC18
 QM0670  HORZ ORDER      -  FIRST
 QM0670
 QM0670.The horizontal coordinates were established by classical geodetic methods
 QM0670.and adjusted by the National Geodetic Survey in November 1991.
 QM0670
 QM0670.The orthometric height was scaled from a topographic map.
 QM0670
 QM0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0670.GEOID18 height accuracy estimate available here.
 QM0670
 QM0670.Click photographs - Photos may exist for this station.
 QM0670
 QM0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0670
 QM0670. The following values were computed from the NAD 83(1991) position.
 QM0670
 QM0670;                    North         East     Units Scale Factor Converg.
 QM0670;SPC WI N     -    42,408.545   664,917.714   MT  1.00000397   +0 35 58.8
 QM0670;SPC WI N     -   139,135.37  2,181,484.20   sFT  1.00000397   +0 35 58.8
 QM0670;SPC WI C     -   190,558.579   664,918.086   MT  1.00000892   +0 35 11.5
 QM0670;SPC WI C     -   625,190.94  2,181,485.42   sFT  1.00000892   +0 35 11.5
 QM0670;UTM  16      - 5,045,802.914   330,700.487   MT  0.99995240   -1 32 54.3
 QM0670
 QM0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0670!SPC WI N     -   0.99992412  x   1.00000397  =   0.99992809
 QM0670!SPC WI C     -   0.99992412  x   1.00000892  =   0.99993304
 QM0670!UTM  16      -   0.99992412  x   0.99995240  =   0.99987653
 QM0670
 QM0670:                Primary Azimuth Mark                     Grid Az
 QM0670:SPC WI N     -  WOLF                                     084 26 52.9
 QM0670:SPC WI C     -  WOLF                                     084 27 40.2
 QM0670:UTM  16      -  WOLF                                     086 35 46.0
 QM0670
 QM0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3070045802(NAD 83)
 QM0670
 QM0670|---------------------------------------------------------------------|
 QM0670| PID    Reference Object                     Distance      Geod. Az  |
 QM0670|                                                           dddmmss.s |
 QM0670| CJ4250 BECK RM 1                            47.591 METERS 05906     |
 QM0670| QM0666 WOLF                                APPROX.12.7 KM 0850251.7 |
 QM0670| CJ4249 BECK AZ MK                                         0950352.8 |
 QM0670| CJ4251 BECK RM 2                            46.255 METERS 15939     |
 QM0670| QM0675 RHINELANDER PAPER CO STACK          APPROX.22.2 KM 2980609.0 |
 QM0670| QM0678 RHINELANDER PAPER CO CEN STK        APPROX.22.2 KM 2981001.6 |
 QM0670| QM0679 RHINELANDER MUNICIPAL TANK          APPROX.22.4 KM 2994626.8 |
 QM0670|---------------------------------------------------------------------|
 QM0670
 QM0670                          SUPERSEDED SURVEY CONTROL
 QM0670
 QM0670  NAD 83(1986)-  45 32 42.62574(N)    089 10 07.42101(W) AD(       ) 1
 QM0670  NAD 27      -  45 32 42.77200(N)    089 10 06.99000(W) AD(       ) 1
 QM0670
 QM0670.Superseded values are not recommended for survey control.
 QM0670
 QM0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0670.See file dsdata.pdf to determine how the superseded data were derived.
 QM0670
 QM0670_MARKER: DS = TRIANGULATION STATION DISK
 QM0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0670_STAMPING: BECK 1940
 QM0670_MARK LOGO: CGS
 QM0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0670+STABILITY: SURFACE MOTION
 QM0670
 QM0670  HISTORY     - Date     Condition        Report By
 QM0670  HISTORY     - 1940     MONUMENTED       CGS
 QM0670  HISTORY     - 1952     GOOD             CGS
 QM0670
 QM0670                          STATION DESCRIPTION
 QM0670
 QM0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0670'STATION IS 3 MILES NORTH OF PELICAN LAKE POST OFFICE, 2-1/2
 QM0670'MILES SOUTHWEST OF MONICO, IN SOUTHWEST 1/4 OF SEC. 6, T. 35 N.,
 QM0670'R. 11 E., ON LAND OWNED AND OCCUPIED BY ELI BECK.
 QM0670'
 QM0670'TO REACH FROM MONICO, GO SOUTH ON U.S. ROUTE 45 FOR 2.6 MILES AND
 QM0670'TURN RIGHT THROUGH GATE INTO OPEN FIELD, (AZIMUTH MARK IS
 QM0670'19 FEET NORTH, IN FIELD NEAR FENCE LINE), FOLLOW FARM ROAD
 QM0670'WEST KEEPING SOUTH OF HOUSE FOR 350 YARDS TO STATION.
 QM0670'
 QM0670'STATION MARK IS AT WEST END OF PASTURE LOT, JUST SOUTH OF
 QM0670'LANE WHICH ENTERS WOODS AT THIS POINT, ABOUT 10 FEET EAST OF
 QM0670'NORTH-AND-SOUTH FENCE AND PILE OF ROCKS, ABOUT 100 YARDS
 QM0670'WEST-SOUTHWEST OF MR. BECKS HOUSE, STAMPED BECK 1940, PROJECTS
 QM0670'4 INCHES.
 QM0670'
 QM0670'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0670'BRONZE DISKS.
 QM0670'
 QM0670'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 3 FEET NORTH
 QM0670'AND 1 FOOT WEST OF SOUTHWEST CORNER OF GARDEN FENCE, STAMPED
 QM0670'BECK NO 2 1940, PROJECTS 6 INCHES.
 QM0670'
 QM0670'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION, 4 FEET
 QM0670'NORTH OF EAST-AND-WEST FENCE, 4 FEET LOWER THAN STATION, STAMPED
 QM0670'BECK NO 2 1940 PROJECTS 6 INCHES.
 QM0670'
 QM0670'AZIMUTH MARK IS 0.15 MILE EAST OF STATION, 95 FEET WEST OF
 QM0670'WEST EDGE OF U.S. HIGHWAY 45, IN EAST EDGE OF SMALL PASTURE
 QM0670'LOT, 4 FEET WEST OF NORTH-AND-SOUTH FENCE, 19 FEET NORTH OF
 QM0670'CENTER LINE OF LANE LEADING TO STATION, STAMPED BECK 1940,
 QM0670'PROJECTS 4 INCHES.
 QM0670'
 QM0670'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 QM0670
 QM0670                          STATION RECOVERY (1952)
 QM0670
 QM0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0670'STATION RECOVERED, STATION MARK, BOTH REFERENCE MARKS, AND
 QM0670'THE AZIMUTH MARK WAS FOUND AS PREVIOUSLY DESCRIBED BY K.B.J.,
 QM0670'1940, AND ARE IN GOOD CONDITION.
 QM0670'
 QM0670'THERE IS NOW A WISCONSIN CONSERVATION LOOKOUT TOWER BUILT
 QM0670'OVER THE STATION MARK.  DESCRIPTION TO REACH STATION IS
 QM0670'GOOD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1378 ***********************************************************************
 NH1378  DESIGNATION -  BECKER
 NH1378  PID         -  NH1378
 NH1378  STATE/COUNTY-  WI/GREEN
 NH1378  COUNTRY     -  US
 NH1378  USGS QUAD   -  BRODHEAD WEST (2018)
 NH1378
 NH1378                         *CURRENT SURVEY CONTROL
 NH1378  ______________________________________________________________________
 NH1378* NAD 83(1991) POSITION- 42 36 20.37461(N) 089 29 05.52507(W)   ADJUSTED
 NH1378* NAVD 88 ORTHO HEIGHT -   295.    (meters)      968.    (feet) SCALED
 NH1378  ______________________________________________________________________
 NH1378  GEOID HEIGHT    -        -33.723 (meters)                     GEOID18
 NH1378  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 NH1378  HORZ ORDER      -  FIRST
 NH1378
 NH1378.The horizontal coordinates were established by classical geodetic methods
 NH1378.and adjusted by the National Geodetic Survey in November 1991.
 NH1378
 NH1378.The orthometric height was scaled from a topographic map.
 NH1378
 NH1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1378.GEOID18 height accuracy estimate available here.
 NH1378
 NH1378.Click photographs - Photos may exist for this station.
 NH1378
 NH1378.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1378
 NH1378. The following values were computed from the NAD 83(1991) position.
 NH1378
 NH1378;                    North         East     Units Scale Factor Converg.
 NH1378;SPC WI S     -    67,414.753   642,272.894   MT  1.00002819   +0 21 14.2
 NH1378;SPC WI S     -   221,176.57  2,107,190.32   sFT  1.00002819   +0 21 14.2
 NH1378;UTM  16      - 4,720,018.603   296,166.660   MT  1.00011120   -1 40 57.7
 NH1378
 NH1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1378!SPC WI S     -   0.99995904  x   1.00002819  =   0.99998723
 NH1378!UTM  16      -   0.99995904  x   1.00011120  =   1.00007023
 NH1378
 NH1378:                Primary Azimuth Mark                     Grid Az
 NH1378:SPC WI S     -  BECKER AZ MK                             240 18 32.5
 NH1378:UTM  16      -  BECKER AZ MK                             242 20 44.4
 NH1378
 NH1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9616620018(NAD 83)
 NH1378
 NH1378|---------------------------------------------------------------------|
 NH1378| PID    Reference Object                     Distance      Geod. Az  |
 NH1378|                                                           dddmmss.s |
 NH1378| NH1379 CHICAGO ST PAUL AIRWAY BN 10        APPROX. 5.5 KM 0072443.4 |
 NH1378| NH1377 BRODHEAD MUNICIPAL TANK             APPROX. 8.8 KM 0795252.1 |
 NH1378| CI9000 BECKER RM 1                          21.466 METERS 21408     |
 NH1378| CI8999 BECKER AZ MK                                       2403946.7 |
 NH1378| NH1582 MONROE RAD STA WEKZ MAST            APPROX. 9.0 KM 2621606.3 |
 NH1378| CI9001 BECKER RM 2                          21.904 METERS 32410     |
 NH1378|---------------------------------------------------------------------|
 NH1378
 NH1378                          SUPERSEDED SURVEY CONTROL
 NH1378
 NH1378  NAD 83(1986)-  42 36 20.37004(N)    089 29 05.52524(W) AD(       ) 1
 NH1378  NAD 27      -  42 36 20.34000(N)    089 29 05.10200(W) AD(       ) 1
 NH1378
 NH1378.Superseded values are not recommended for survey control.
 NH1378
 NH1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1378.See file dsdata.pdf to determine how the superseded data were derived.
 NH1378
 NH1378_MARKER: DS = TRIANGULATION STATION DISK
 NH1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1378_STAMPING: BECKER 1935
 NH1378_MARK LOGO: CGS
 NH1378_PROJECTION: FLUSH
 NH1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1378+STABILITY: SURFACE MOTION
 NH1378
 NH1378  HISTORY     - Date     Condition        Report By
 NH1378  HISTORY     - 1935     MONUMENTED       CGS
 NH1378  HISTORY     - 1957     GOOD             CGS
 NH1378  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1378
 NH1378                          STATION DESCRIPTION
 NH1378
 NH1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1378'THIS STATION IS ABOUT 1 MILE NORTHEAST OF JUDA, IN OR NEAR
 NH1378'SECTION 36, T 2 N, R 8 E, IN THE RIGHT-OF-WAY OF A NORTH-SOUTH
 NH1378'ROAD.  THE MARK IS 36 FEET SOUTHEAST OF A GATE ACROSS THE
 NH1378'ROADWAY, WITH A SIGN ROAD CLOSED (TO THE NORTH).  25 FEET
 NH1378'EAST OF THE CENTERLINE OF THE ROAD.  62 FEET NORTHWEST OF THE
 NH1378'NORTHWEST CORNER OF A FARMHOUSE WITH A NUMBER OF PINES IN THE
 NH1378'YARD.  AND IS SET FLUSH.
 NH1378'
 NH1378'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1378'TABLETS SET IN CONCRETE.
 NH1378'
 NH1378'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION.  1 FOOT
 NH1378'EAST OF THE WEST RIGHT-OF-WAY FENCE.  90 FEET SOUTH OF THE
 NH1378'GATE.  116.57 FEET SOUTH OF REFERENCE MARK NO. 2.  AND PROJECTS
 NH1378'3 INCHES.
 NH1378'
 NH1378'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  1 FOOT
 NH1378'EAST OF THE WEST RIGHT-OF-WAY FENCE.  27 FEET NORTH OF THE GATE.
 NH1378'AND PROJECTS 2 INCHES.
 NH1378'
 NH1378'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION.  1 FOOT
 NH1378'NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF AN EAST-WEST ROAD.
 NH1378'ON A RISE OF GROUND AT A POINT WHERE THE ROAD PASSES THROUGH
 NH1378'A CUT.  0.3 MILE WEST OF THE POINT WHERE THE ROAD TURNS
 NH1378'FROM EAST-WEST TO NORTH-SOUTH.  AND PROJECTS 2 INCHES.
 NH1378'
 NH1378'TO REACH FROM THE MAIN CORNER IN JUDA, GO NORTH ON ROUTE
 NH1378'WIS. 11 0.2 MILE, CONTINUE NORTH WHERE ROUTE 11 TURNS WEST,
 NH1378'GO 0.7 MILE, TURN EAST, GO 0.9 MILE, TURN NORTH, GO 0.2 MILE
 NH1378'TO THE GATE ACROSS THE ROAD AND THE STATION.
 NH1378'
 NH1378'A LIGHT 100 FEET ABOVE STRAND COMES INTO VIEW 85 FEET ABOVE
 NH1378'THIS STATION.
 NH1378'
 NH1378'A LIGHT 100 FEET ABOVE TYRONE COMES INTO VIEW 40 FEET ABOVE
 NH1378'THIS STATION.
 NH1378'
 NH1378'A LIGHT 100 FEET ABOVE VOGHT COMES INTO VIEW 25 FEET ABOVE
 NH1378'THIS STATION.
 NH1378'
 NH1378'A LIGHT 87 FEET ABOVE RISUM COMES INTO VIEW 20 FEET ABOVE
 NH1378'THIS STATION.
 NH1378'
 NH1378'A LIGHT 74 FEET ABOVE 579 COMES INTO VIEW 15 FEET ABOVE THIS
 NH1378'STATION.
 NH1378'
 NH1378'A LIGHT 100 FEET ABOVE BROWN IS VISIBLE FROM THE GROUND AT
 NH1378'THIS STATION.
 NH1378
 NH1378                          STATION RECOVERY (1957)
 NH1378
 NH1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1378'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 NH1378'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO THE
 NH1378'AZIMUTH MARK AND REFERENCE MARK 1 CHECKED BUT A DIFFERENCE
 NH1378'OF 1 MINUTE AND 15 SECONDS WAS FOUND IN THE DIRECTION TO
 NH1378'REFERENCE MARK 2.
 NH1378'
 NH1378'A DIFFERENCE OF 18 MILLIMETERS LONGER WAS FOUND IN THE DISTANCE
 NH1378'TO REFERENCE MARK 1 AND A DIFFERENCE 11 MILLIMETERS LONGER
 NH1378'WAS FOUND IN THE DISTANCE TO REFERENCE MARK 2.  THE MEASUREMENTS
 NH1378'WERE RECHECKED AT THIS TIME.  THE JUDA CHURCH SPIRE LISTED
 NH1378'AS AN OBJECT VISIBLE FROM THE GROUND IN THE ORIGINAL DESCRIPTION
 NH1378'IS NO LONGER THERE.  THE OBJECTS USED AS REFERENCE POINTS
 NH1378'IN THE ORIGINAL DESCRIPTION HAVE EITHER BEEN DESTROYED OR
 NH1378'CHANGED.  THE MEASUREMENT BETWEEN THE STATION AND THE
 NH1378'NORTHWEST CORNER OF THE FARMHOUSE IS THE ONLY ONE THAT
 NH1378'REMAINED THE SAME.
 NH1378'
 NH1378'A COMPLETE NEW DESCRIPTION FOLLOWS--
 NH1378'
 NH1378'THE STATION IS ABOUT 7 MILES EAST OF MONROE, 2 MILES NORTHEAST
 NH1378'OF JUDA ON PROPERTY OWNED BY MR. SAM MOHNS WHO LIVES ABOUT
 NH1378'1/2 MILE SOUTHWEST OF THE STATION.  IT IS 30 FEET EAST OF
 NH1378'THE CENTERLINE OF A FARM LANE, 20 FEET NORTHWEST OF AN 18
 NH1378'INCH PINE TREE, 60 FEET NORTHWEST OF THE NORTHWEST CORNER
 NH1378'OF A FARMHOUSE AND 8 FEET NORTHEAST OF A WHITE WITNESS POST.
 NH1378'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BECKER 1935.
 NH1378'
 NH1378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1378'81 AND 11 ABOUT 3 MILES SOUTH-SOUTHWEST OF BRODHEAD, GO WEST
 NH1378'ON HIGHWAYS 81 AND 11 FOR 5.3 MILES TO A CROSSROAD.  TURN
 NH1378'RIGHT AND GO NORTH ON COUNTY HIGHWAY S FOR 0.7 MILE TO A
 NH1378'SIDEROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 NH1378'FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 NH1378'AND NORTH ON THE GRAVELED ROAD FOR 0.55 MILE TO A FARMHOUSE
 NH1378'AND THE STATION AS DESCRIBED.
 NH1378'
 NH1378'REFERENCE MARK 1 IS 2 FEET WEST OF A WIRE FENCE, 17 FEET
 NH1378'WEST OF THE CENTERLINE OF A TRACK ROAD, 52 FEET SOUTH OF A
 NH1378'GATE AND 38 FEET NORTH OF A TELEPHONE POLE.  THE MONUMENT
 NH1378'PROJECTS 8 INCHES AND THE DISK IS STAMPED BECKER NO 1 1935.
 NH1378'
 NH1378'REFERENCE MARK 2 IS 25 FEET NORTH OF A GATE POST, 18 FEET
 NH1378'WEST OF THE FARM LANE AND 2 FEET WEST OF A WIRE FENCE.  THE
 NH1378'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BECKER
 NH1378'NO 2 1935.
 NH1378'
 NH1378'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTERLINE OF A
 NH1378'GRAVELED ROAD, 1 FOOT SOUTH OF A WIRE FENCE, 5 FEET NORTHEAST
 NH1378'OF A TELEPHONE POLE AND 1 FOOT EAST OF A WHITE WITNESS POST.
 NH1378'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BECKER
 NH1378'1935.
 NH1378'
 NH1378'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1378
 NH1378                          STATION RECOVERY (2001)
 NH1378
 NH1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1378'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0716 ***********************************************************************
 PO0716  DESIGNATION -  BECKER
 PO0716  PID         -  PO0716
 PO0716  STATE/COUNTY-  WI/BUFFALO
 PO0716  COUNTRY     -  US
 PO0716  USGS QUAD   -  COCHRANE (2018)
 PO0716
 PO0716                         *CURRENT SURVEY CONTROL
 PO0716  ______________________________________________________________________
 PO0716* NAD 83(1996) POSITION- 44 13 18.79866(N) 091 47 03.91432(W)   ADJUSTED
 PO0716* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 PO0716  ______________________________________________________________________
 PO0716  GEOID HEIGHT    -        -30.446 (meters)                     GEOID18
 PO0716  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 PO0716  HORZ ORDER      -  FIRST
 PO0716
 PO0716.The horizontal coordinates were established by classical geodetic methods
 PO0716.and adjusted by the National Geodetic Survey in March 1999.
 PO0716
 PO0716.The orthometric height was scaled from a topographic map.
 PO0716
 PO0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0716.GEOID18 height accuracy estimate available here.
 PO0716
 PO0716.Click photographs - Photos may exist for this station.
 PO0716
 PO0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0716
 PO0716. The following values were computed from the NAD 83(1996) position.
 PO0716
 PO0716;                    North         East     Units Scale Factor Converg.
 PO0716;SPC WI C     -    44,742.249   457,423.579   MT  1.00000543   -1 15 32.6
 PO0716;SPC WI C     -   146,791.86  1,500,730.53   sFT  1.00000543   -1 15 32.6
 PO0716;UTM  15      - 4,897,236.386   597,094.262   MT  0.99971594   +0 50 52.3
 PO0716
 PO0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0716!SPC WI C     -   0.99994504  x   1.00000543  =   0.99995047
 PO0716!UTM  15      -   0.99994504  x   0.99971594  =   0.99966099
 PO0716
 PO0716:                Primary Azimuth Mark                     Grid Az
 PO0716:SPC WI C     -  AVIATION BEACON 25 A OLD 29 A            163 28 29.3
 PO0716:UTM  15      -  AVIATION BEACON 25 A OLD 29 A            161 22 04.4
 PO0716
 PO0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9709497236(NAD 83)
 PO0716
 PO0716|---------------------------------------------------------------------|
 PO0716| PID    Reference Object                     Distance      Geod. Az  |
 PO0716|                                                           dddmmss.s |
 PO0716| CJ4252 BECKER RM 1                                        07923     |
 PO0716| CJ4255 BECKER RM 4                         116.778 METERS 08839     |
 PO0716| CJ4254 BECKER RM 3                         134.633 METERS 08839     |
 PO0716| PO0702 AVIATION BEACON 25 A OLD 29 A       APPROX.19.4 KM 1621256.7 |
 PO0716| CJ4253 BECKER RM 2                                        20844     |
 PO0716| PO0715 AVIATION BEACON 26 OLD 30           APPROX. 8.2 KM 2290400.0 |
 PO0716| PO0729 AVIATION BEACON 27 OLD 31           APPROX.14.9 KM 3183237.3 |
 PO0716| PO0726 HEROLD ZION CHURCH SPIRE            APPROX.10.3 KM 3334343.3 |
 PO0716|---------------------------------------------------------------------|
 PO0716
 PO0716                          SUPERSEDED SURVEY CONTROL
 PO0716
 PO0716  NAD 83(1991)-  44 13 18.79409(N)    091 47 03.91308(W) AD(       ) 1
 PO0716  NAD 83(1986)-  44 13 18.79227(N)    091 47 03.91277(W) AD(       ) 1
 PO0716  NAD 27      -  44 13 18.92100(N)    091 47 03.35900(W) AD(       ) 1
 PO0716
 PO0716.Superseded values are not recommended for survey control.
 PO0716
 PO0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0716.See file dsdata.pdf to determine how the superseded data were derived.
 PO0716
 PO0716_MARKER: DS = TRIANGULATION STATION DISK
 PO0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0716_STAMPING: BECKER 1931
 PO0716_MARK LOGO: CGS
 PO0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0716+STABILITY: SURFACE MOTION
 PO0716
 PO0716  HISTORY     - Date     Condition        Report By
 PO0716  HISTORY     - 1931     MONUMENTED       CGS
 PO0716  HISTORY     - 1970     GOOD             ALSTER
 PO0716  HISTORY     - 1971     GOOD             NGS
 PO0716
 PO0716                          STATION DESCRIPTION
 PO0716
 PO0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PO0716'ON HIGHEST POINT OF CULTIVATED FIELD, 2-1/2 MILES EAST OF
 PO0716'COCHRANE, ON LAND OWNED BY MRS. HENRY BECKER, ABOUT ONE-FOURTH
 PO0716'MILE NORTH-NORTHEAST OF MRS. BECKERS HOUSE, AND 425 FEET WEST
 PO0716'OF CENTER LINE OF DIRT ROAD.  TO REACH FROM INTERSECTION OF
 PO0716'WISCONSIN ROUTE 35 AND COUNTY ROUTE O IN SOUTHERN OUTSKIRTS
 PO0716'OF COCHRANE, GO EAST 2.9 MILES ON ROUTE O, THEN FOLLOW DIRT
 PO0716'ROAD ON RIGHT 0.5 MILE TO STATION SITE ON RIGHT.  SURFACE
 PO0716'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE POSTS.
 PO0716'UPPER MARK IS 10 INCHES BELOW SURFACE OF
 PO0716'GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 PO0716'PROJECTS 6 INCHES ABOVE GROUND.  NO. 1 IS 1
 PO0716'FOOT WEST OF FENCE LINE ON WEST SIDE OF ROAD, 21 FEET WEST OF
 PO0716'CENTER LINE OF ROAD, 123 YARDS SOUTH OF NORTHEAST CORNER OF
 PO0716'CULTIVATED FIELD, 151 YARDS SOUTH OF MAIL BOX MARKED W.
 PO0716'ZANDER, AND 123.46 METERS (405.1 FEET) FROM STATION N 79 DEG
 PO0716'23 MIN E.  NO. 2 IS 2 FEET EAST AND 1 FOOT
 PO0716'NORTH OF NORTHWEST CORNER OF ELONGATED RED BARN IN MRS.
 PO0716'BECKERS BARNYARD, 14 METERS (46 FEET) WEST OF ENTRANCE
 PO0716'TO STRAW AND MANURE YARD, AND 294.53 METERS (966.3 FEET)
 PO0716'FROM STATION S 28 DEG 44 MIN W.
 PO0716
 PO0716                          STATION RECOVERY (1970)
 PO0716
 PO0716'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1970 (LC)
 PO0716'BECKER 1931-GOOD.
 PO0716'
 PO0716'BECKER R.M. 1-GOOD.
 PO0716'
 PO0716'BECKER R.M 2-DISTANCE 294.53 METERS SEEMS TO BE IN ERROR TO
 PO0716'BECKER (OFF BY PLUS OR MINUS 100 FEET)
 PO0716'
 PO0716'LAND IS NOW ONED BY MR. ALFRED ENGEL.  (NOTE--FOUR RAILROAD
 PO0716'SPIKES WERE LAID ON TOP OF MON FOR DETECTION BY A MAGNETIC
 PO0716'DIPNEEDLE.
 PO0716
 PO0716                          STATION RECOVERY (1971)
 PO0716
 PO0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PO0716'THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD
 PO0716'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED, IT
 PO0716'HAD BEEN REMOVED BY THE STATE HIGHWAY DEPARTMENT DUE TO ROAD
 PO0716'IMPROVEMENTS.  REFERENCE MARKS NO. 3 AND NO. 4 WERE SET.
 PO0716'
 PO0716'A NEW DESCRIPTION FOLLOWS--
 PO0716'
 PO0716'THE STATION IS LOCATED ON HIGH HILLS ALONG THE EAST SIDE OF THE
 PO0716'MISSISSIPPI RIVER, ABOUT 2-1/2 MILES EAST OF COCHRANE ON THE
 PO0716'HIGHEST POINT IN A CULTIVATED FIELD, ABOUT 0.25 MILE
 PO0716'NORTH-NORTHEAST OF THE FARMSTEAD OF MR. ALFRED ENGEL, PROPERTY
 PO0716'OWNER.
 PO0716'
 PO0716'THE STATION MARK IS A STANDARD DISK STAMPED BECKER 1931, SET IN
 PO0716'A SQUARE CONCRETE MONUMENT 12-INCHES BELOW GROUND SURFACE.  IT
 PO0716'IS 410 FEET WEST OF THE CENTER OF THE ROAD.
 PO0716'
 PO0716'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BECKER NO
 PO0716'2 1931, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PO0716'6-INCHES.  IT IS IN THE NORTH WEST PART OF THE FARMSTEAD,
 PO0716'45 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL MACHINE
 PO0716'SHED, 38 FEET SOUTH OF A DOUBLE WOODEN GRANARY, 2 FEET NORTH EAST
 PO0716'OF THE NORTHWEST CORNER OF A COMBINATION GRANARY AND MACHINE
 PO0716'SHED.
 PO0716'
 PO0716'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BECKER 1931
 PO0716'NO 3 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PO0716'2-INCHES.  IT IS 22 FEET EAST OF THE CENTER OF THE ROAD, 2.5
 PO0716'FEET SOUTH OF A POWER POLE, AND 1.5 FEET NORTH OF A METAL WITNESS
 PO0716'POST.
 PO0716'
 PO0716'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BECKER 1931
 PO0716'NO 4 1971, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 PO0716'GROUND.  IT IS ON LINE TO THE STATION FROM REFERENCE MARK NO. 3,
 PO0716'59 FEET WEST OF THE METAL WITNESS POST, AND 37 FEET WEST OF
 PO0716'THE CENTER OF THE ROAD.
 PO0716'
 PO0716'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 PO0716'AND COUNTY ROAD O AT THE SOUTHEAST EDGE OF COCHRAN, GO EAST
 PO0716'ON COUNTY ROAD O FOR 2.8 MILES TO A GRAVELED SIDE ROAD RIGHT,
 PO0716'TURN RIGHT AND GO SOUTH 0.5 MILE TO THE REFERENCE MARKS
 PO0716'NO. 3 AND NO. 4 AS DESCRIBED AND THE STATION IN THE FIELD
 PO0716'AT THE TOP OF THE HILL TO THE WEST.  CONTINUE SOUTH ON THE
 PO0716'GRADED ROAD FOR 0.3 MILE TO THE DRIVEWAY ON THE RIGHT LEADING
 PO0716'INTO THE ENGEL FARMSTEAD, FOLLOW DRIVEWAY TO THE NORTHWEST
 PO0716'PART OF YARD AND REFERENCE MARK NO. 2 AS DESCRIBED.
 PO0716'
 PO0716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2
 PO0716'MILES EAST OF COCHRANE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0482 ***********************************************************************
 QN0482  DESIGNATION -  BECKER
 QN0482  PID         -  QN0482
 QN0482  STATE/COUNTY-  WI/MARATHON
 QN0482  COUNTRY     -  US
 QN0482  USGS QUAD   -  ATHENS (2018)
 QN0482
 QN0482                         *CURRENT SURVEY CONTROL
 QN0482  ______________________________________________________________________
 QN0482* NAD 83(1991) POSITION- 45 00 29.95543(N) 090 03 54.42875(W)   ADJUSTED
 QN0482* NAVD 88 ORTHO HEIGHT -   445.    (meters)     1460.    (feet) SCALED
 QN0482  ______________________________________________________________________
 QN0482  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 QN0482  LAPLACE CORR    -         -7.61  (seconds)                    DEFLEC18
 QN0482  HORZ ORDER      -  FIRST
 QN0482
 QN0482.The horizontal coordinates were established by classical geodetic methods
 QN0482.and adjusted by the National Geodetic Survey in November 1991.
 QN0482
 QN0482.The orthometric height was scaled from a topographic map.
 QN0482
 QN0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0482.GEOID18 height accuracy estimate available here.
 QN0482
 QN0482.Click photographs - Photos may exist for this station.
 QN0482
 QN0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0482
 QN0482. The following values were computed from the NAD 83(1991) position.
 QN0482
 QN0482;                    North         East     Units Scale Factor Converg.
 QN0482;SPC WI C     -   130,565.843   594,866.600   MT  0.99994336   -0 02 45.4
 QN0482;SPC WI C     -   428,364.77  1,951,658.17   sFT  0.99994336   -0 02 45.4
 QN0482;UTM  15      - 4,988,065.730   731,280.126   MT  1.00025778   +2 04 35.4
 QN0482;UTM  16      - 4,988,446.123   258,456.588   MT  1.00031746   -2 10 07.4
 QN0482
 QN0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0482!SPC WI C     -   0.99993543  x   0.99994336  =   0.99987880
 QN0482!UTM  15      -   0.99993543  x   1.00025778  =   1.00019320
 QN0482!UTM  16      -   0.99993543  x   1.00031746  =   1.00025287
 QN0482
 QN0482:                Primary Azimuth Mark                     Grid Az
 QN0482:SPC WI C     -  BECKER AZ MK                             191 49 58.1
 QN0482:UTM  15      -  BECKER AZ MK                             189 42 37.3
 QN0482:UTM  16      -  BECKER AZ MK                             193 57 20.1
 QN0482
 QN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3128088065(NAD 83)
 QN0482
 QN0482|---------------------------------------------------------------------|
 QN0482| PID    Reference Object                     Distance      Geod. Az  |
 QN0482|                                                           dddmmss.s |
 QN0482| PO0506 ST JOHANNES EVAN LUTH CHURCH        APPROX.10.2 KM 1820629.1 |
 QN0482| CJ4257 BECKER RM 1                          26.632 METERS 18814     |
 QN0482| CJ4256 BECKER AZ MK                                       1914712.7 |
 QN0482| CJ4258 BECKER RM 2                          23.667 METERS 30956     |
 QN0482| QN0479 ATHENS ST ANTHONYS CATH CH          APPROX. 2.8 KM 3423214.1 |
 QN0482| QN0480 ATHENS MUNICIPAL TANK               APPROX. 3.0 KM 3430816.9 |
 QN0482|---------------------------------------------------------------------|
 QN0482
 QN0482                          SUPERSEDED SURVEY CONTROL
 QN0482
 QN0482  NAD 83(1986)-  45 00 29.95456(N)    090 03 54.43488(W) AD(       ) 1
 QN0482  NAD 27      -  45 00 30.07500(N)    090 03 53.95700(W) AD(       ) 1
 QN0482
 QN0482.Superseded values are not recommended for survey control.
 QN0482
 QN0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0482.See file dsdata.pdf to determine how the superseded data were derived.
 QN0482
 QN0482_MARKER: DS = TRIANGULATION STATION DISK
 QN0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0482_STAMPING: BECKER 1934
 QN0482_MARK LOGO: CGS
 QN0482_PROJECTION: FLUSH
 QN0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0482+STABILITY: SURFACE MOTION
 QN0482
 QN0482  HISTORY     - Date     Condition        Report By
 QN0482  HISTORY     - 1934     MONUMENTED       CGS
 QN0482  HISTORY     - 1952     GOOD             CGS
 QN0482  HISTORY     - 19840615 GOOD             NGS
 QN0482  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 QN0482
 QN0482                          STATION DESCRIPTION
 QN0482
 QN0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0482'THIS STATION IS ABOUT 1.5 MILES SOUTH-SOUTHEAST OF ATHENS,
 QN0482'0.6 MILE EAST OF STATE HIGHWAY 97, IN THE NORTHWEST CORNER OF
 QN0482'THE SOUTHWEST QUARTER SEC. 8, T. 29 N., R. 4 E., ON LAND
 QN0482'OWNED BY WILLIAM BECKER.  THE MARK IS IN THE BECKER FARMYARD,
 QN0482'12 FEET NORTH OF THE DRIVEWAY, 36 FEET EAST OF THE CENTER LINE
 QN0482'OF THE ROAD, 84 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 QN0482'OF THE BARN, 66 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 QN0482'OF A GARAGE, AND IS SET FLUSH WITH GROUND.
 QN0482'
 QN0482'TO REACH FROM ATHENS, GO SOUTH ON STATE HIGHWAY 97 FOR 2 MILES,
 QN0482'TURN EAST ON COUNTY HIGHWAY A, GO 0.6 MILE, TURN NORTH AT
 QN0482'CROSSROADS, AND GO 0.45 MILE TO THE STATION.
 QN0482'
 QN0482'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE
 QN0482'STATION, IN THE EAST RIGHT-OF-WAY FENCE OF THE ROAD, 6 FEET
 QN0482'SOUTH OF THE PROLONGATION OF THE SOUTH SIDE OF THE BARN, 144.29
 QN0482'FEET SOUTH-SOUTHEAST OF REFERENCE MARK NO. 2, AND PROJECTS
 QN0482'3 INCHES.
 QN0482'
 QN0482'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION,
 QN0482'1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE OF THE ROAD, 10
 QN0482'FEET NORTH OF THE SOUTHEAST CORNER OF A GARDEN, AND PROJECTS
 QN0482'3 INCHES.
 QN0482'
 QN0482'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION,
 QN0482'0.5 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE OF COUNTY A,
 QN0482'300 FEET WEST OF A CROSSROADS, AND PROJECTS 3 INCHES.
 QN0482'
 QN0482'A LIGHT 100 FEET ABOVE EDGAR COMES INTO VIEW 75 FEET ABOVE
 QN0482'THIS STATION.
 QN0482'
 QN0482'A LIGHT 100 FEET ABOVE STAADT COMES INTO VIEW 100 FEET ABOVE
 QN0482'THIS STATION.
 QN0482'
 QN0482'LIGHTS 100 FEET ABOVE WUERTSBURG AND COLBY COME INTO VIEW
 QN0482'70 FEET ABOVE THIS STATION.
 QN0482'
 QN0482'LIGHTS 100 FEET ABOVE VOIGT AND 87 FEET ABOVE MARATHON COME
 QN0482'INTO VIEW 60 FEET ABOVE THIS STATION.
 QN0482
 QN0482                          STATION RECOVERY (1952)
 QN0482
 QN0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0482'THE STATION WAS RECOVERED, ALL MARKS WERE FOUND IN GOOD
 QN0482'CONDITION AND AS PREVIOUSLY DESCRIBED.  THE ORIGINAL DESCRIPTION
 QN0482'IS ADEQUATE.
 QN0482
 QN0482                          STATION RECOVERY (1984)
 QN0482
 QN0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QN0482'THE STATION MARK, RMS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 QN0482'ACCORDING TO THE PROPERTY OWNER, RM 2 WAS MOVED BY THE COUNTY WHEN
 QN0482'PIONEER ROAD WAS WIDENED AND RM 1 MAY HAVE ALSO BEEN MOVED.  THE
 QN0482'DISTANCE TO RM 1 WAS FOUND TO BE SHORTER BY 0.044 METERS (0.144 FT)
 QN0482'AND THE DISTANCE TO RM 2 WAS LONGER BY 2.059 METERS.  (6.755 FT) THE
 QN0482'ANGLE BETWEN THE TWO RMS DID NOT CHECK OLD DATA.  THE AZ MK WAS
 QN0482'DESTROYED AND A NEW AZ MK 2 WAS ESTABLISHED AT THIS TIME.  A NEW AND
 QN0482'COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 1-1/2
 QN0482'MILES SSE OF ATHENS, 1/2 MILE E OF STATE HWY 97, IN THE NW CORNER OF
 QN0482'THE SW QUARTER SECTION 8, T, 29 N, R 4 E.  AND ON LAND OWNED BY MR
 QN0482'FRED PENNO WHO LIVES OPPOSITE THE STATION SITE.  TO REACH THE STATION
 QN0482'FROM THE JUNCTION OF STATE HWY 97 S AND COUNTY ROUTE M W, GO S ON HWY
 QN0482'97 FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF COUNTY ROUTE M E AND
 QN0482'COUNTY ROUTE A W.  TURN LEFT AND GO E ON ROUTE M FOR 0.6 MILE (1.0 KM)
 QN0482'TO A CROSSROAD AND HE AZ MK IN THE NW QUARTER OF THE INTERSECTION.
 QN0482'TURN LEFT AND GO N ON PIONEER ROAD FOR 0.4 MILE (0.6 KM) TO A DRIVEWAY
 QN0482'RIGHT LEADING BETWEEN A SMALL MACHINE SHED AND A BARN AND THE STATION
 QN0482'AS DESCRIBED.
 QN0482'
 QN0482'THE STATION IS A STANDARD CGS DISK STAMPED---BECKER 1934---, SET INTO
 QN0482'THE TOP OF A ROUND CONCRETE MONUMENT (12 INCHES) (35 CM) IN DIAMETER,
 QN0482'FLUSH WITH GROUND.  THE STATION IS LOCATED 55.0 FT (16.8 M) W FROM THE
 QN0482'SW CORNER OF A SMALL MACHINE SHED, 38.0 FT (11.6 M) E FROM THE
 QN0482'CENTERLINE OF PIONEER ROAD AND 16.5 FT (5.0 M) N FROM THE CENTERLINE
 QN0482'OF A GRVEL DRIVEWAY INTO FARM YARD.  RM NO 1, IS A STANDARD CGS DISK
 QN0482'STAMPED---BECKER NO 1 1934-, SET INTO THE TOP OF A SQUARE CONCRETE
 QN0482'MONUMENT 12 INCHE (35 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION
 QN0482'IS LOCATED 100.0 FT (30.5 M) WSW FROM THE SW CORNER OF A BARN, 71.0 FT
 QN0482'(21.6 M) S FROM THE CENTERLINE OF DRIVEWAY INTO FARM YARD AND 34.0 FT
 QN0482'(10.4 M) E FROM THE CENTERLINE OF PIONEER RD, AND 1.0 FT (0.3 M)
 QN0482'HIGHER THAN THE STATION.  RM NO 2, IS A STANDARD CGS DISK
 QN0482'STAMPED---BECKER NO 2 1934-, SET INTO THE TOP OF A ROUND CONCRETE
 QN0482'MONUMENT 12 INCHES (35 CM) IN DIAMETER, FLUSH WITH GROUND.  THE
 QN0482'STATION IS LOCATED 89.45 FT (27.26 M) S FROM THE CENTERLINE OF A
 QN0482'DRIVEWAY, 30.0 FT (9.1 M) W FROM THE CENTERLINE OF PIONEER ROAD, 12.5
 QN0482'FT (3.8 M) N FROM A CORNER FENCE POST AND 29.5 FT (9.0 M) SSE FROM A
 QN0482'UTILITY POL, AND LEVEL WITH THE STATION.  AZ MK NO 2, IS A STANDARD
 QN0482'NGS DISK STAMPED---BECKER 1934 NO 2 1984---, SET INTO THE TOP OF A
 QN0482'ROUND CONCRETE MONUMENT, 10 INCHES (30 CM) IN DIAMETER, FLUSH WITH
 QN0482'GROUND.  THE STATION IS LOCATED 31.0 FT (9.4 M) N FROM THE CENTERLINE
 QN0482'OF COUNTY ROAD M, 35.5 FT (10.8 M) W FROM THE CENTERLINE OF PIONEER
 QN0482'ROAD, 2.0 FT (0.6 M) E FROM A UTILITY POLE AND 1.5 FT (0.5 M) ESE FROM
 QN0482'A WITNESS POST.
 QN0482
 QN0482                          STATION RECOVERY (2001)
 QN0482
 QN0482'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QN0482'REFERENCE MARK 1 - NOT FOUND
 QN0482'REFERENCE MARK 2 - NOT FOUND
 QN0482'AZIMUTH MARK - NOT FOUND
 QN0482'HAD GOOD GPS READING FOR SITE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0172 ***********************************************************************
 ON0172  DESIGNATION -  BEECH
 ON0172  PID         -  ON0172
 ON0172  STATE/COUNTY-  WI/LA CROSSE
 ON0172  COUNTRY     -  US
 ON0172  USGS QUAD   -  WEST SALEM (2018)
 ON0172
 ON0172                         *CURRENT SURVEY CONTROL
 ON0172  ______________________________________________________________________
 ON0172* NAD 83(1996) POSITION- 43 53 35.35742(N) 091 01 03.40622(W)   ADJUSTED
 ON0172* NAVD 88 ORTHO HEIGHT -   234.171 (meters)      768.28  (feet) ADJUSTED
 ON0172  ______________________________________________________________________
 ON0172  GEOID HEIGHT    -        -32.497 (meters)                     GEOID18
 ON0172  LAPLACE CORR    -         -6.88  (seconds)                    DEFLEC18
 ON0172  DYNAMIC HEIGHT  -        234.127 (meters)      768.13  (feet) COMP
 ON0172  MODELED GRAVITY -    980,423.4   (mgal)                       NAVD 88
 ON0172
 ON0172  HORZ ORDER      -  FIRST
 ON0172  VERT ORDER      -  FIRST     CLASS II
 ON0172
 ON0172.The horizontal coordinates were established by classical geodetic methods
 ON0172.and adjusted by the National Geodetic Survey in March 1999.
 ON0172
 ON0172.The orthometric height was determined by differential leveling and
 ON0172.adjusted by the NATIONAL GEODETIC SURVEY
 ON0172.in June 1991.
 ON0172
 ON0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0172.GEOID18 height accuracy estimate available here.
 ON0172
 ON0172.Click photographs - Photos may exist for this station.
 ON0172
 ON0172.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON0172
 ON0172.The dynamic height is computed by dividing the NAVD 88
 ON0172.geopotential number by the normal gravity value computed on the
 ON0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0172.degrees latitude (g = 980.6199 gals.).
 ON0172
 ON0172.The modeled gravity was interpolated from observed gravity values.
 ON0172
 ON0172. The following values were computed from the NAD 83(1996) position.
 ON0172
 ON0172;                    North         East     Units Scale Factor Converg.
 ON0172;SPC WI S     -   210,814.539   518,239.355   MT  0.99996937   -0 41 57.1
 ON0172;SPC WI S     -   691,647.37  1,700,256.95   sFT  0.99996937   -0 41 57.1
 ON0172;UTM  15      - 4,861,916.012   659,222.349   MT  0.99991182   +1 22 28.9
 ON0172
 ON0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0172!SPC WI S     -   0.99996838  x   0.99996937  =   0.99993775
 ON0172!UTM  15      -   0.99996838  x   0.99991182  =   0.99988020
 ON0172
 ON0172:                Primary Azimuth Mark                     Grid Az
 ON0172:SPC WI S     -  BACON                                    105 39 31.3
 ON0172:UTM  15      -  BACON                                    103 35 05.3
 ON0172
 ON0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5922261916(NAD 83)
 ON0172
 ON0172|---------------------------------------------------------------------|
 ON0172| PID    Reference Object                     Distance      Geod. Az  |
 ON0172|                                                           dddmmss.s |
 ON0172| ON0740 BACON                               APPROX. 0.7 KM 1045734.2 |
 ON0172|---------------------------------------------------------------------|
 ON0172
 ON0172                          SUPERSEDED SURVEY CONTROL
 ON0172
 ON0172  NAD 83(1991)-  43 53 35.35535(N)    091 01 03.40612(W) AD(       ) 1
 ON0172  NAD 83(1986)-  43 53 35.35377(N)    091 01 03.41201(W) AD(       ) 1
 ON0172  NAD 27      -  43 53 35.47400(N)    091 01 02.92400(W) AD(       ) 1
 ON0172  NGVD 29 (??/??/92)  234.182  (m)          768.31   (f) ADJ UNCH    1 2
 ON0172  NGVD 29             234.18   (m)          768.3    (f) LEVELING    3  
 ON0172
 ON0172.Superseded values are not recommended for survey control.
 ON0172
 ON0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0172.See file dsdata.pdf to determine how the superseded data were derived.
 ON0172
 ON0172_MARKER: DS = TRIANGULATION STATION DISK
 ON0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0172_STAMPING: BEECH 1926
 ON0172_MARK LOGO: CGS
 ON0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0172+STABILITY: SURFACE MOTION
 ON0172
 ON0172  HISTORY     - Date     Condition        Report By
 ON0172  HISTORY     - 1926     MONUMENTED       CGS
 ON0172  HISTORY     - 1930     GOOD             CGS
 ON0172  HISTORY     - 1930     GOOD             CGS
 ON0172  HISTORY     - 1935     GOOD             CGS
 ON0172  HISTORY     - 1935     MARK NOT FOUND   CGS
 ON0172  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0172
 ON0172                          STATION DESCRIPTION
 ON0172
 ON0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 ON0172'STATION IS ON CURVE APPROXIMATELY 1.4 MILES W OF THE DEPOT
 ON0172'AT BANGOR, AT THE POINT OF INTERSECTION OF THE TANGENTS OF
 ON0172'THE N RAIL OF THE S TRACK FROM THE E AND THE S RAIL OF THE
 ON0172'N TRACK FROM THE W, 465 METERS E OF ROAD CROSSING.
 ON0172'
 ON0172'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 ON0172'IN CONCRETE.
 ON0172
 ON0172                          STATION RECOVERY (1930)
 ON0172
 ON0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 ON0172'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 ON0172'ADEQUATE.
 ON0172
 ON0172                          STATION RECOVERY (1930)
 ON0172
 ON0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 ON0172'1.4 MI W FROM BANGOR.
 ON0172'1.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0172'RAILROAD FROM THE STATION AT BANGOR, LA CROSSE COUNTY, 550 YARDS
 ON0172'EAST OF BLOCK SIGNAL 181, AT A CURVE, AND AT THE INTERSECTION OF
 ON0172'THE LINES DEFINED BY THE SOUTH RAIL OF THE EAST TANGENT OF THE
 ON0172'SOUTH TRACK AND THE NORTH RAIL OF THE WEST TANGENT OF THE
 ON0172'SOUTH TRACK.  A STANDARD TRAVERSE-STATION DISK, STAMPED BEECH
 ON0172'1926 AND SET IN THE TOP OF A CONCRETE POST.
 ON0172
 ON0172                          STATION RECOVERY (1935)
 ON0172
 ON0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 ON0172'CHANGE DESCRIPTION TO READ AS FOLLOWS--ON CURVE APPROXIMATELY
 ON0172'1.4 MILES W OF THE DEPOT AT BANGOR, AT THE POINT OF INTERSECTION
 ON0172'OF THE TANGENTS OF THE S RAIL OF S TRACK FROM THE E AND THE
 ON0172'N RAIL OF THE S TRACK FROM THE W, 500 METERS E OF CHICAGO,
 ON0172'MILWAUKEE, ST. PAUL AND PACIFIC SIGNAL TOWER NO. 181.
 ON0172
 ON0172                          STATION RECOVERY (1935)
 ON0172
 ON0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 ON0172'MARK NOT FOUND.
 ON0172
 ON0172                          STATION RECOVERY (1985)
 ON0172
 ON0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0172'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8839 ***********************************************************************
 DP8839  DESIGNATION -  BEECHER
 DP8839  PID         -  DP8839
 DP8839  STATE/COUNTY-  WI/MARINETTE
 DP8839  COUNTRY     -  US
 DP8839  USGS QUAD   -  AMBERG (2018)
 DP8839
 DP8839                         *CURRENT SURVEY CONTROL
 DP8839  ______________________________________________________________________
 DP8839* NAD 83(1986) POSITION- 45 34 13.3    (N) 087 59 50.2    (W)   HD_HELD2
 DP8839* NAVD 88 ORTHO HEIGHT -   291.150 (meters)      955.21  (feet) ADJUSTED
 DP8839  ______________________________________________________________________
 DP8839  GEOID HEIGHT    -        -35.350 (meters)                     GEOID18
 DP8839  DYNAMIC HEIGHT  -        291.135 (meters)      955.17  (feet) COMP
 DP8839  MODELED GRAVITY -    980,555.1   (mgal)                       NAVD 88
 DP8839
 DP8839  VERT ORDER      -  SECOND    CLASS I
 DP8839
 DP8839.The horizontal coordinates were established by autonomous hand held GPS
 DP8839.observations and have an estimated accuracy of +/- 10 meters.
 DP8839
 DP8839.The orthometric height was determined by differential leveling and
 DP8839.adjusted by the NATIONAL GEODETIC SURVEY
 DP8839.in February 2017.
 DP8839
 DP8839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8839.GEOID18 height accuracy estimate available here.
 DP8839
 DP8839.Click photographs - Photos may exist for this station.
 DP8839
 DP8839.The dynamic height is computed by dividing the NAVD 88
 DP8839.geopotential number by the normal gravity value computed on the
 DP8839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8839.degrees latitude (g = 980.6199 gals.).
 DP8839
 DP8839.The modeled gravity was interpolated from observed gravity values.
 DP8839
 DP8839;                    North         East    Units  Estimated Accuracy
 DP8839;SPC WI C     -   194,953.      756,320.      MT  (+/- 10 meters HH2 GPS)
 DP8839
 DP8839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2218346797(NAD 83)
 DP8839
 DP8839                          SUPERSEDED SURVEY CONTROL
 DP8839
 DP8839.No superseded survey control is available for this station.
 DP8839
 DP8839_MARKER: DD = SURVEY DISK
 DP8839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8839_STAMPING: BEECHER
 DP8839_MARK LOGO: WI-075
 DP8839_PROJECTION: FLUSH
 DP8839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8839+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2014
 DP8839
 DP8839  HISTORY     - Date     Condition        Report By
 DP8839  HISTORY     - 1995     MONUMENTED       WI-075
 DP8839  HISTORY     - 20141016 GOOD             WIDT
 DP8839
 DP8839                          STATION DESCRIPTION
 DP8839
 DP8839'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8839'THE STATION IS APPROXIMATELY 9.9 MI (15.9 KM) SOUTHEAST OF DUNBAR, 5.2
 DP8839'MI (8.4 KM) NORTH OF AMBERG AND 0.7 MI (1.1 KM) SOUTH OF BEECHER.
 DP8839'
 DP8839'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP8839'HIGHWAY Z IN THE COMMUNITY OF BEECHER, GO SOUTH ON US HIGHWAY 141 FOR
 DP8839'1.4 MI (2.3 KM) TO THE STATION ON THE RIGHT.
 DP8839'
 DP8839'THE STATION IS 30.3 M (99.4 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DP8839'141, 14.8 M (48.6 FT) NORTH OF A UTILITY JUNCTION BOX, 12.2 M (40.0
 DP8839'FT) EAST OF THE CENTER OF THE ESCANABA AND LAKE SUPERIOR RAILROAD
 DP8839'TRACK, 8.8 M (28.9 FT) WEST OF THE CENTER OF A RECREATION TRAIL AND
 DP8839'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC
 DP8839'WITNESS POSTS.
 DP8839'
 DP8839'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8839'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE WEST EXTENDING
 DP8839'TO 30 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE
 DP8839'COUNTY GPS NETWORK CONTROL STATION DISK SET IN THE TOP OF A CONCRETE
 DP8839'POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP6655 ***********************************************************************
 DP6655  DESIGNATION -  BEECHER C GPS
 DP6655  PID         -  DP6655
 DP6655  STATE/COUNTY-  WI/MARINETTE
 DP6655  COUNTRY     -  US
 DP6655  USGS QUAD   -  AMBERG (2018)
 DP6655
 DP6655                         *CURRENT SURVEY CONTROL
 DP6655  ______________________________________________________________________
 DP6655* NAD 83(2011) POSITION- 45 34 44.92495(N) 087 59 50.06080(W)   ADJUSTED
 DP6655* NAD 83(2011) ELLIP HT-   259.738 (meters)        (03/10/15)   ADJUSTED
 DP6655* NAD 83(2011) EPOCH   -  2010.00
 DP6655* NAVD 88 ORTHO HEIGHT -   295.043 (meters)      967.99  (feet) ADJUSTED
 DP6655  ______________________________________________________________________
 DP6655  GEOID HEIGHT    -        -35.315 (meters)                     GEOID18
 DP6655  NAD 83(2011) X  -    156,286.980 (meters)                     COMP
 DP6655  NAD 83(2011) Y  - -4,469,298.887 (meters)                     COMP
 DP6655  NAD 83(2011) Z  -  4,532,815.893 (meters)                     COMP
 DP6655  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 DP6655  DYNAMIC HEIGHT  -        295.027 (meters)      967.93  (feet) COMP
 DP6655  MODELED GRAVITY -    980,556.5   (mgal)                       NAVD 88
 DP6655
 DP6655  VERT ORDER      -  SECOND    CLASS I
 DP6655
 DP6655  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6655  Standards:
 DP6655         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6655            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6655  -------------------------------------------------------------------
 DP6655  NETWORK    0.32   0.45           0.14   0.12   0.23     -0.02798816
 DP6655  -------------------------------------------------------------------
 DP6655  Click here for local accuracies and other accuracy information.
 DP6655
 DP6655.The horizontal coordinates were established by GPS observations
 DP6655.and adjusted by the WI DEPT OF TRANSP in March 2015.
 DP6655
 DP6655.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6655.been affixed to the stable North American tectonic plate. See 
 DP6655.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6655
 DP6655.The horizontal coordinates are valid at the epoch date displayed above
 DP6655.which is a decimal equivalence of Year/Month/Day.
 DP6655
 DP6655.The orthometric height was determined by differential leveling and
 DP6655.adjusted by the NATIONAL GEODETIC SURVEY
 DP6655.in February 2017.
 DP6655
 DP6655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6655.GEOID18 height accuracy estimate available here.
 DP6655
 DP6655.Click photographs - Photos may exist for this station.
 DP6655
 DP6655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6655
 DP6655.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6655
 DP6655.The ellipsoidal height was determined by GPS observations
 DP6655.and is referenced to NAD 83.
 DP6655
 DP6655.The dynamic height is computed by dividing the NAVD 88
 DP6655.geopotential number by the normal gravity value computed on the
 DP6655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6655.degrees latitude (g = 980.6199 gals.).
 DP6655
 DP6655.The modeled gravity was interpolated from observed gravity values.
 DP6655
 DP6655. The following values were computed from the NAD 83(2011) position.
 DP6655
 DP6655;                    North         East     Units Scale Factor Converg.
 DP6655;SPC WI C     -   195,929.550   756,299.116   MT  1.00001604   +1 24 47.2
 DP6655;SPC WI C     -   642,812.20  2,481,291.35   sFT  1.00001604   +1 24 47.2
 DP6655;UTM  16      - 5,047,773.039   422,198.203   MT  0.99967442   -0 42 44.2
 DP6655
 DP6655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6655!SPC WI C     -   0.99995928  x   1.00001604  =   0.99997532
 DP6655!UTM  16      -   0.99995928  x   0.99967442  =   0.99963371
 DP6655
 DP6655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2219847773(NAD 83)
 DP6655
 DP6655                          SUPERSEDED SURVEY CONTROL
 DP6655
 DP6655.No superseded survey control is available for this station.
 DP6655
 DP6655_MARKER: DD = SURVEY DISK
 DP6655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6655_STAMPING: BEECHER C GPS 2012
 DP6655_MARK LOGO: WIDT
 DP6655_PROJECTION: PROJECTING 8 CENTIMETERS
 DP6655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6655+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 DP6655
 DP6655  HISTORY     - Date     Condition        Report By
 DP6655  HISTORY     - 2012     MONUMENTED       WIDT
 DP6655  HISTORY     - 20140801 GOOD             WIDT
 DP6655
 DP6655                          STATION DESCRIPTION
 DP6655
 DP6655'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP6655'THE STATION IS APPROXIMATELY 9.8 MI (15.8 KM) SOUTHEAST OF DUNBAR, 5.3
 DP6655'MI (8.5 KM) NORTH OF AMBERG AND 3.8 MI (6.1 KM) SOUTH OF PEMBINE.
 DP6655'
 DP6655'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP6655'HIGHWAY Z, LOCATED IN THE VILLAGE OF BEECHER, GO SOUTH ON US HIGHWAY
 DP6655'141 FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DP6655'
 DP6655'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATIONS
 DP6655'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM
 DP6655'(16-INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.1 M (0.3 FT) HIGHER
 DP6655'THAN THE ROAD GRADE.  THE STATION IS 28.4 M (93.2 FT) WEST OF THE
 DP6655'CENTERLINE OF US HIGHWAY 141, 45.0 M (147.6 FT) EAST-SOUTHEAST OF A
 DP6655'POWER POLE -3620 21E6-, 13.7 M (44.9 FT) EAST OF THE CENTER OF THE
 DP6655'ESCANABA AND LAKE SUPERIOR RAILROAD TRACK, 8.0 M (26.2 FT) WEST OF THE
 DP6655'CENTERLINE OF A RECREATION TRAIL AND LOCATED IN THE CENTER OF A
 DP6655'TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP6655'
 DP6655'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DP6655'15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTHWEST
 DP6655'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5311 ***********************************************************************
 DH5311  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5311  DESIGNATION -  BEETOWN E GPS
 DH5311  PID         -  DH5311
 DH5311  STATE/COUNTY-  WI/GRANT
 DH5311  COUNTRY     -  US
 DH5311  USGS QUAD   -  HURRICANE (2018)
 DH5311
 DH5311                         *CURRENT SURVEY CONTROL
 DH5311  ______________________________________________________________________
 DH5311* NAD 83(2011) POSITION- 42 49 28.62740(N) 090 45 44.87776(W)   ADJUSTED
 DH5311* NAD 83(2011) ELLIP HT-   283.644 (meters)        (06/27/12)   ADJUSTED
 DH5311* NAD 83(2011) EPOCH   -  2010.00
 DH5311* NAVD 88 ORTHO HEIGHT -   316.08  (meters)     1037.0   (feet) GPS OBS
 DH5311  ______________________________________________________________________
 DH5311  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5311  GEOID HEIGHT    -        -32.432 (meters)                     GEOID12A
 DH5311  GEOID HEIGHT    -        -32.437 (meters)                     GEOID18
 DH5311  NAD 83(2011) X  -    -62,349.682 (meters)                     COMP
 DH5311  NAD 83(2011) Y  - -4,685,012.219 (meters)                     COMP
 DH5311  NAD 83(2011) Z  -  4,313,425.080 (meters)                     COMP
 DH5311  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 DH5311
 DH5311  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5311  Standards:
 DH5311         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5311            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5311  -------------------------------------------------------------------
 DH5311  NETWORK    0.33   0.53           0.15   0.12   0.27      0.04848286
 DH5311  -------------------------------------------------------------------
 DH5311  Click here for local accuracies and other accuracy information.
 DH5311
 DH5311.The horizontal coordinates were established by GPS observations
 DH5311.and adjusted by the National Geodetic Survey in June 2012.
 DH5311
 DH5311.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5311.been affixed to the stable North American tectonic plate. See 
 DH5311.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5311
 DH5311.The horizontal coordinates are valid at the epoch date displayed above
 DH5311.which is a decimal equivalence of Year/Month/Day.
 DH5311
 DH5311.The orthometric height was determined by GPS observations and a
 DH5311.high-resolution geoid model using precise GPS observation and
 DH5311.processing techniques.
 DH5311
 DH5311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5311.GEOID18 height accuracy estimate available here.
 DH5311
 DH5311.Click photographs - Photos may exist for this station.
 DH5311
 DH5311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5311
 DH5311.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5311
 DH5311.The ellipsoidal height was determined by GPS observations
 DH5311.and is referenced to NAD 83.
 DH5311
 DH5311. The following values were computed from the NAD 83(2011) position.
 DH5311
 DH5311;                    North         East     Units Scale Factor Converg.
 DH5311;SPC WI S     -    91,892.878   537,653.185   MT  0.99998285   -0 31 26.0
 DH5311;SPC WI S     -   301,485.22  1,763,950.49   sFT  0.99998285   -0 31 26.0
 DH5311;UTM  15      - 4,743,767.575   682,899.162   MT  1.00001156   +1 31 17.0
 DH5311
 DH5311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5311!SPC WI S     -   0.99995552  x   0.99998285  =   0.99993837
 DH5311!UTM  15      -   0.99995552  x   1.00001156  =   0.99996708
 DH5311
 DH5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8289943767(NAD 83)
 DH5311
 DH5311                          SUPERSEDED SURVEY CONTROL
 DH5311
 DH5311  NAD 83(2007)-  42 49 28.62748(N)    090 45 44.87863(W) AD(2002.00) 0
 DH5311  ELLIP H (02/10/07)  283.675  (m)                       GP(2002.00)    
 DH5311  NAD 83(1997)-  42 49 28.62735(N)    090 45 44.87897(W) AD(       ) 1
 DH5311  ELLIP H (08/01/05)  283.685  (m)                       GP(       ) 2 1
 DH5311  NAVD 88 (07/26/07)  316.09   (m)  GEOID03  model used  GPS OBS        
 DH5311
 DH5311.Superseded values are not recommended for survey control.
 DH5311
 DH5311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5311.See file dsdata.pdf to determine how the superseded data were derived.
 DH5311
 DH5311_MARKER: DD = SURVEY DISK
 DH5311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5311_STAMPING: BEETOWN E GPS 2004
 DH5311_MARK LOGO: WIDT
 DH5311_PROJECTION: FLUSH
 DH5311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5311+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 DH5311
 DH5311  HISTORY     - Date     Condition        Report By
 DH5311  HISTORY     - 2003     MONUMENTED       WIDT
 DH5311  HISTORY     - 20071024 GOOD             WIDT
 DH5311
 DH5311                          STATION DESCRIPTION
 DH5311
 DH5311'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5311'OWNERSHIP--TOWNSHIP OF SOUTH LANCASTER.  TO REACH THE STATION FROM THE
 DH5311'JUNCTION OF STATE HIGHWAY 35 AND STATE HIGHWAY 81 WITH COUNTY HIGHWAY
 DH5311'N ABOUT 1 MI  WEST OF THE CITY OF LANCASTER, GO WEST ON STATE HIGHWAY
 DH5311'35 AND STATE HIGHWAY 81 FOR  1.0 MI TO SAND LANE ON THE LEFT, TURN
 DH5311'LEFT AND GO SOUTH ON SAND LANE FOR 0.05 MI TO THE  STATION ON THE
 DH5311'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF  TRANSPORTATION
 DH5311'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5311'DIAMETER CONCRETE POST ABOUT  1 M ABOVE THE ROAD PAVEMENT.  THE
 DH5311'STATION IS 9.3 M EAST OF THE CENTERLINE OF SAND LANE  ROAD, 79 M SOUTH
 DH5311'OF THE CENTERLINE OF A FIELD ENTRANCE, 1.8 M NORTHWEST OF A CORNER
 DH5311'POST FOR TWO FENCE LINES, 1.5 M WEST OF A BARBED WIRE FENCE, 1.0 M
 DH5311'WEST OF AN ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN
 DH5311'ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M  NORTHEAST OF AN ORANGE 4X4
 DH5311'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5311'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5311
 DH5311                          STATION RECOVERY (2007)
 DH5311
 DH5311'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5311'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.59 MILE (NOT 0.05
 DH5311'MILE) SOUTH OF STATE HIGHWAYS 35 AND 81 AND 0.17 MILE NORTH OF PRIVATE
 DH5311'ENTRANCE --8704--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5310 ***********************************************************************
 DH5310  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5310  DESIGNATION -  BEETOWN S GPS
 DH5310  PID         -  DH5310
 DH5310  STATE/COUNTY-  WI/GRANT
 DH5310  COUNTRY     -  US
 DH5310  USGS QUAD   -  HURRICANE (2018)
 DH5310
 DH5310                         *CURRENT SURVEY CONTROL
 DH5310  ______________________________________________________________________
 DH5310* NAD 83(2011) POSITION- 42 47 06.40846(N) 090 47 32.70915(W)   ADJUSTED
 DH5310* NAD 83(2011) ELLIP HT-   268.325 (meters)        (06/27/12)   ADJUSTED
 DH5310* NAD 83(2011) EPOCH   -  2010.00
 DH5310* NAVD 88 ORTHO HEIGHT -   300.71  (meters)      986.6   (feet) GPS OBS
 DH5310  ______________________________________________________________________
 DH5310  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5310  GEOID HEIGHT    -        -32.389 (meters)                     GEOID12A
 DH5310  GEOID HEIGHT    -        -32.391 (meters)                     GEOID18
 DH5310  NAD 83(2011) X  -    -64,839.998 (meters)                     COMP
 DH5310  NAD 83(2011) Y  - -4,687,949.657 (meters)                     COMP
 DH5310  NAD 83(2011) Z  -  4,310,194.740 (meters)                     COMP
 DH5310  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 DH5310
 DH5310  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5310  Standards:
 DH5310         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5310            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5310  -------------------------------------------------------------------
 DH5310  NETWORK    0.45   0.71           0.20   0.16   0.36     -0.06660278
 DH5310  -------------------------------------------------------------------
 DH5310  Click here for local accuracies and other accuracy information.
 DH5310
 DH5310.The horizontal coordinates were established by GPS observations
 DH5310.and adjusted by the National Geodetic Survey in June 2012.
 DH5310
 DH5310.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5310.been affixed to the stable North American tectonic plate. See 
 DH5310.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5310
 DH5310.The horizontal coordinates are valid at the epoch date displayed above
 DH5310.which is a decimal equivalence of Year/Month/Day.
 DH5310
 DH5310.The orthometric height was determined by GPS observations and a
 DH5310.high-resolution geoid model using precise GPS observation and
 DH5310.processing techniques.
 DH5310
 DH5310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5310.GEOID18 height accuracy estimate available here.
 DH5310
 DH5310.Click photographs - Photos may exist for this station.
 DH5310
 DH5310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5310
 DH5310.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5310
 DH5310.The ellipsoidal height was determined by GPS observations
 DH5310.and is referenced to NAD 83.
 DH5310
 DH5310. The following values were computed from the NAD 83(2011) position.
 DH5310
 DH5310;                    North         East     Units Scale Factor Converg.
 DH5310;SPC WI S     -    87,527.374   535,162.285   MT  0.99998996   -0 32 40.1
 DH5310;SPC WI S     -   287,162.73  1,755,778.26   sFT  0.99998996   -0 32 40.1
 DH5310;UTM  15      - 4,739,315.883   680,565.570   MT  1.00000113   +1 29 59.7
 DH5310
 DH5310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5310!SPC WI S     -   0.99995792  x   0.99998996  =   0.99994788
 DH5310!UTM  15      -   0.99995792  x   1.00000113  =   0.99995905
 DH5310
 DH5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8056539315(NAD 83)
 DH5310
 DH5310                          SUPERSEDED SURVEY CONTROL
 DH5310
 DH5310  NAD 83(2007)-  42 47 06.40857(N)    090 47 32.71005(W) AD(2002.00) 0
 DH5310  ELLIP H (02/10/07)  268.355  (m)                       GP(2002.00)    
 DH5310  NAD 83(1997)-  42 47 06.40845(N)    090 47 32.71038(W) AD(       ) 1
 DH5310  ELLIP H (08/01/05)  268.365  (m)                       GP(       ) 2 1
 DH5310  NAVD 88 (07/26/07)  300.73   (m)  GEOID03  model used  GPS OBS        
 DH5310
 DH5310.Superseded values are not recommended for survey control.
 DH5310
 DH5310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5310.See file dsdata.pdf to determine how the superseded data were derived.
 DH5310
 DH5310_MARKER: DD = SURVEY DISK
 DH5310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5310_STAMPING: BEETOWN S GPS 2004
 DH5310_MARK LOGO: WIDT
 DH5310_PROJECTION: FLUSH
 DH5310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5310+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 DH5310
 DH5310  HISTORY     - Date     Condition        Report By
 DH5310  HISTORY     - 2003     MONUMENTED       WIDT
 DH5310  HISTORY     - 20071022 GOOD             WIDT
 DH5310
 DH5310                          STATION DESCRIPTION
 DH5310
 DH5310'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5310'OWNERSHIP--TOWNSHIP OF BEETOWN.  TO REACH THE STATION FROM THE
 DH5310'JUNCTION OF COUNTY  HIGHWAY N NORTH WITH COUNTY HIGHWAY U AND COUNTY
 DH5310'HIGHWAY N SOUTH ABOUT 8 MI  SOUTHWEST OF THE CITY OF LANCASTER, GO
 DH5310'NORTH ON COUNTY HIGHWAY N NORTH FOR 2.85 MI TO  PIGEON ROAD ON THE
 DH5310'LEFT, TURN LEFT AND GO WEST ON PIGEON ROAD FOR 0.65 MI TO THE  STATION
 DH5310'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5310'TRANSPORTATION  GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5310'A 41-CM DIAMETER CONCRETE POST  ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5310'THE STATION IS 7.6 M NORTH OF THE CENTERLINE OF  PIGEON ROAD, 51 M
 DH5310'WEST-NORTHWEST OF A POWERPOLE, 45.7 M EAST-NORTHEAST OF A  POWERPOLE,
 DH5310'0.4 M SOUTH OF A BARBED WIRE FENCE, 1.0 M EAST OF AN ORANGE 4X4
 DH5310'PLASTIC  WITNESS POST AND 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5310'POST.  ---NOTE---THIS STATION  HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5310'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5310
 DH5310                          STATION RECOVERY (2007)
 DH5310
 DH5310'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5322 ***********************************************************************
 DH5322  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5322  DESIGNATION -  BEETOWN W GPS
 DH5322  PID         -  DH5322
 DH5322  STATE/COUNTY-  WI/GRANT
 DH5322  COUNTRY     -  US
 DH5322  USGS QUAD   -  BEETOWN (2018)
 DH5322
 DH5322                         *CURRENT SURVEY CONTROL
 DH5322  ______________________________________________________________________
 DH5322* NAD 83(2011) POSITION- 42 49 44.94983(N) 090 55 01.74741(W)   ADJUSTED
 DH5322* NAD 83(2011) ELLIP HT-   277.091 (meters)        (06/27/12)   ADJUSTED
 DH5322* NAD 83(2011) EPOCH   -  2010.00
 DH5322* NAVD 88 ORTHO HEIGHT -   309.22  (meters)     1014.5   (feet) GPS OBS
 DH5322  ______________________________________________________________________
 DH5322  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5322  GEOID HEIGHT    -        -32.128 (meters)                     GEOID12A
 DH5322  GEOID HEIGHT    -        -32.138 (meters)                     GEOID18
 DH5322  NAD 83(2011) X  -    -74,992.385 (meters)                     COMP
 DH5322  NAD 83(2011) Y  - -4,684,479.644 (meters)                     COMP
 DH5322  NAD 83(2011) Z  -  4,313,790.046 (meters)                     COMP
 DH5322  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 DH5322
 DH5322  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5322  Standards:
 DH5322         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5322            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5322  -------------------------------------------------------------------
 DH5322  NETWORK    0.35   0.51           0.16   0.12   0.26     -0.04731264
 DH5322  -------------------------------------------------------------------
 DH5322  Click here for local accuracies and other accuracy information.
 DH5322
 DH5322.The horizontal coordinates were established by GPS observations
 DH5322.and adjusted by the National Geodetic Survey in June 2012.
 DH5322
 DH5322.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5322.been affixed to the stable North American tectonic plate. See 
 DH5322.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5322
 DH5322.The horizontal coordinates are valid at the epoch date displayed above
 DH5322.which is a decimal equivalence of Year/Month/Day.
 DH5322
 DH5322.The orthometric height was determined by GPS observations and a
 DH5322.high-resolution geoid model using precise GPS observation and
 DH5322.processing techniques.
 DH5322
 DH5322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5322.GEOID18 height accuracy estimate available here.
 DH5322
 DH5322.Click photographs - Photos may exist for this station.
 DH5322
 DH5322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5322
 DH5322.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5322
 DH5322.The ellipsoidal height was determined by GPS observations
 DH5322.and is referenced to NAD 83.
 DH5322
 DH5322. The following values were computed from the NAD 83(2011) position.
 DH5322
 DH5322;                    North         East     Units Scale Factor Converg.
 DH5322;SPC WI S     -    92,523.905   525,010.523   MT  0.99998206   -0 37 48.6
 DH5322;SPC WI S     -   303,555.51  1,722,472.02   sFT  0.99998206   -0 37 48.6
 DH5322;UTM  15      - 4,743,946.861   670,242.015   MT  0.99995657   +1 24 58.6
 DH5322
 DH5322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5322!SPC WI S     -   0.99995655  x   0.99998206  =   0.99993861
 DH5322!UTM  15      -   0.99995655  x   0.99995657  =   0.99991312
 DH5322
 DH5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7024243946(NAD 83)
 DH5322
 DH5322                          SUPERSEDED SURVEY CONTROL
 DH5322
 DH5322  NAD 83(2007)-  42 49 44.94991(N)    090 55 01.74830(W) AD(2002.00) 0
 DH5322  ELLIP H (02/10/07)  277.122  (m)                       GP(2002.00)    
 DH5322  NAD 83(1997)-  42 49 44.94976(N)    090 55 01.74865(W) AD(       ) 1
 DH5322  ELLIP H (08/01/05)  277.135  (m)                       GP(       ) 2 1
 DH5322  NAVD 88 (07/26/07)  309.23   (m)  GEOID03  model used  GPS OBS        
 DH5322
 DH5322.Superseded values are not recommended for survey control.
 DH5322
 DH5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5322.See file dsdata.pdf to determine how the superseded data were derived.
 DH5322
 DH5322_MARKER: DD = SURVEY DISK
 DH5322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5322_STAMPING: BEETOWN W GPS 2004
 DH5322_MARK LOGO: WIDT
 DH5322_PROJECTION: FLUSH
 DH5322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5322+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DH5322
 DH5322  HISTORY     - Date     Condition        Report By
 DH5322  HISTORY     - 2003     MONUMENTED       WIDT
 DH5322  HISTORY     - 20071023 GOOD             WIDT
 DH5322
 DH5322                          STATION DESCRIPTION
 DH5322
 DH5322'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5322'OWNERSHIP--TOWNSHIP OF BEETOWN.  TO REACH THE STATION FROM THE
 DH5322'JUNCTION OF STATE HIGHWAY 35 WITH COUNTY HIGHWAY U ABOUT 3 MI
 DH5322'SOUTHEAST OF THE  VILLAGE OF BLOOMINGTON, GO SOUTH ON COUNTY HIGHWAY U
 DH5322'FOR 1.0 MI TO HUDSON ROAD ON THE  RIGHT, TURN RIGHT AND GO WEST ON
 DH5322'HUDSON ROAD FOR 0.3 MI TO THE STATION ON THE RIGHT.   THE STATION IS A
 DH5322'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5322'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5322'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.3 M NORTH OF THE
 DH5322'CENTERLINE OF HUDSON  ROAD, 62 M WEST-NORTHWEST OF POWERPOLE --CF1
 DH5322'5--, 42.6 M  NORTHEAST OF A POWERPOLE, 1.2 M SOUTH OF A BARBED WIRE
 DH5322'FENCE, 1.0 M SOUTH OF AN ORANGE  4X4  PLASTIC WITNESS POST, 1.0 M
 DH5322'WEST-NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND  1.0 M
 DH5322'EAST-NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5322'STATION HAS NO  VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5322'ABOVE THE HORIZON.
 DH5322
 DH5322                          STATION RECOVERY (2007)
 DH5322
 DH5322'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5322'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.63 MILE EAST OF
 DH5322'DIAMOND GROVE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8438 ***********************************************************************
 AB8438  DESIGNATION -  BEHAN
 AB8438  PID         -  AB8438
 AB8438  STATE/COUNTY-  WI/BURNETT
 AB8438  COUNTRY     -  US
 AB8438  USGS QUAD   -  MCKENZIE LAKE (2018)
 AB8438
 AB8438                         *CURRENT SURVEY CONTROL
 AB8438  ______________________________________________________________________
 AB8438* NAD 83(2011) POSITION- 45 54 52.52286(N) 092 06 16.14913(W)   ADJUSTED
 AB8438* NAD 83(2011) ELLIP HT-   283.768 (meters)        (06/27/12)   ADJUSTED
 AB8438* NAD 83(2011) EPOCH   -  2010.00
 AB8438* NAVD 88 ORTHO HEIGHT -   311.0   (meters)     1020.    (feet) GPS OBS
 AB8438  ______________________________________________________________________
 AB8438  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8438  GEOID HEIGHT    -        -26.671 (meters)                     GEOID93
 AB8438  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 AB8438  NAD 83(2011) X  -   -163,241.608 (meters)                     COMP
 AB8438  NAD 83(2011) Y  - -4,442,343.307 (meters)                     COMP
 AB8438  NAD 83(2011) Z  -  4,558,851.616 (meters)                     COMP
 AB8438  LAPLACE CORR    -         -9.79  (seconds)                    DEFLEC18
 AB8438
 AB8438  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8438  Standards:
 AB8438         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8438            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8438  -------------------------------------------------------------------
 AB8438  NETWORK    2.21   3.02           1.05   0.66   1.54      0.12317208
 AB8438  -------------------------------------------------------------------
 AB8438  Click here for local accuracies and other accuracy information.
 AB8438
 AB8438.The horizontal coordinates were established by GPS observations
 AB8438.and adjusted by the National Geodetic Survey in June 2012.
 AB8438
 AB8438.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8438.been affixed to the stable North American tectonic plate. See 
 AB8438.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8438
 AB8438.The horizontal coordinates are valid at the epoch date displayed above
 AB8438.which is a decimal equivalence of Year/Month/Day.
 AB8438
 AB8438.The orthometric height was determined by GPS observations and a
 AB8438.high-resolution geoid model.
 AB8438
 AB8438.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8438.GEOID18 height accuracy estimate available here.
 AB8438
 AB8438.Click photographs - Photos may exist for this station.
 AB8438
 AB8438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8438
 AB8438.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8438
 AB8438.The ellipsoidal height was determined by GPS observations
 AB8438.and is referenced to NAD 83.
 AB8438
 AB8438. The following values were computed from the NAD 83(2011) position.
 AB8438
 AB8438;                    North         East     Units Scale Factor Converg.
 AB8438;SPC WI N     -    85,289.699   436,755.372   MT  0.99995506   -1 31 05.2
 AB8438;SPC WI N     -   279,821.29  1,432,921.58   sFT  0.99995506   -1 31 05.2
 AB8438;UTM  15      - 5,084,947.749   569,448.260   MT  0.99965929   +0 38 35.8
 AB8438
 AB8438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8438!SPC WI N     -   0.99995552  x   0.99995506  =   0.99991058
 AB8438!UTM  15      -   0.99995552  x   0.99965929  =   0.99961482
 AB8438
 AB8438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6944884947(NAD 83)
 AB8438
 AB8438                          SUPERSEDED SURVEY CONTROL
 AB8438
 AB8438  NAD 83(2007)-  45 54 52.52296(N)    092 06 16.14984(W) AD(2002.00) 0
 AB8438  ELLIP H (02/10/07)  283.802  (m)                       GP(2002.00)    
 AB8438  NAD 83(1997)-  45 54 52.52295(N)    092 06 16.15065(W) AD(       ) 1
 AB8438  ELLIP H (01/30/03)  283.826  (m)                       GP(       ) 4 1
 AB8438  NAD 83(1991)-  45 54 52.52237(N)    092 06 16.14799(W) AD(       ) 1
 AB8438  ELLIP H (12/09/96)  283.855  (m)                       GP(       ) 4 1
 AB8438
 AB8438.Superseded values are not recommended for survey control.
 AB8438
 AB8438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8438.See file dsdata.pdf to determine how the superseded data were derived.
 AB8438
 AB8438_MARKER: DD = SURVEY DISK
 AB8438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8438+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB8438
 AB8438  HISTORY     - Date     Condition        Report By
 AB8438  HISTORY     - 1992     MONUMENTED       WI-013
 AB8438
 AB8438                          STATION DESCRIPTION
 AB8438
 AB8438'DESCRIBED BY BURNETT COUNTY WISCONSIN 1992
 AB8438'THE STATION IS LOCATED 7.7 MI (12.4 KM) NORTHWEST OF THE INTERSECTION
 AB8438'OF STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO
 AB8438'COUNTY LINE ROAD) IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER,
 AB8438'SECTION 33, T40N, R14W, TOWN OF SCOTT.  TO REACH THE STATION FROM THE
 AB8438'INTERSECTION OF COUNTY LINE ROAD AND STATE HIGHWAY 70 (AT THE BURNETT
 AB8438'AND WASHBURN COUNTY LINE) GO WEST ALONG STATE HIGHWAY 70 2.9 MI (4.7
 AB8438'KM) TO COUNTY ROAD H, GO NORTH ALONG COUNTY ROAD H 4.5 MI, (7.2 KM)
 AB8438'CONTINUE ALONG COUNTY ROAD H IN A NORTHWESTERLY DIRECTION .73 MI (1.17
 AB8438'KM) TO INTERSECTION COUNTY ROAD H AND WEST BENOIT LAKE ROAD, GO WEST
 AB8438'ALONG COUNTY ROAD H .5 MI (0.8 KM) TO INTERSECTION OF COUNTY ROAD H
 AB8438'AND GASLYN CREEK ROAD, CONTINUE NORTH ALONG COUNTY ROAD H 2.0 MI (3.2
 AB8438'KM) TO THE STATION LOCATED .46 MI (0.74 KM) NORTH OF DUBOIS ROAD, 30
 AB8438'FEET (9.1 M) WEST OF COUNTY ROAD H, 3 FEET (0.9 M) EAST OF RIGHT OF
 AB8438'WAY FENCE.  FIBERGLASS WITNESS POST SET ON WEST SIDE OF STATION.  THE
 AB8438'STATION MARKER IS SET IN A 20 CM ROUND CONCRETE MONUMENT 12 CM BELOW
 AB8438'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5255 ***********************************************************************
 DN5255  DESIGNATION -  BEHR LAKE 1
 DN5255  PID         -  DN5255
 DN5255  STATE/COUNTY-  WI/BURNETT
 DN5255  COUNTRY     -  US
 DN5255  USGS QUAD   -  MCKENZIE LAKE (2018)
 DN5255
 DN5255                         *CURRENT SURVEY CONTROL
 DN5255  ______________________________________________________________________
 DN5255* NAD 83(1986) POSITION- 45 56 36.6    (N) 092 04 24.4    (W)   HD_HELD2
 DN5255* NAVD 88 ORTHO HEIGHT -   314.158 (meters)     1030.70  (feet) ADJUSTED
 DN5255  ______________________________________________________________________
 DN5255  GEOID HEIGHT    -        -27.171 (meters)                     GEOID18
 DN5255  DYNAMIC HEIGHT  -        314.180 (meters)     1030.77  (feet) COMP
 DN5255  MODELED GRAVITY -    980,675.7   (mgal)                       NAVD 88
 DN5255
 DN5255  VERT ORDER      -  SECOND    CLASS I
 DN5255
 DN5255.The horizontal coordinates were established by autonomous hand held GPS
 DN5255.observations and have an estimated accuracy of +/- 10 meters.
 DN5255
 DN5255.The orthometric height was determined by differential leveling and
 DN5255.adjusted by the WI DEPT OF TRANSP
 DN5255.in May 2012.
 DN5255
 DN5255.No vertical observational check was made to the station.
 DN5255
 DN5255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5255.GEOID18 height accuracy estimate available here.
 DN5255
 DN5255.Click photographs - Photos may exist for this station.
 DN5255
 DN5255.The dynamic height is computed by dividing the NAVD 88
 DN5255.geopotential number by the normal gravity value computed on the
 DN5255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5255.degrees latitude (g = 980.6199 gals.).
 DN5255
 DN5255.The modeled gravity was interpolated from observed gravity values.
 DN5255
 DN5255;                    North         East    Units  Estimated Accuracy
 DN5255;SPC WI N     -    88,439.      439,247.      MT  (+/- 10 meters HH2 GPS)
 DN5255
 DN5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7181888187(NAD 83)
 DN5255
 DN5255                          SUPERSEDED SURVEY CONTROL
 DN5255
 DN5255.No superseded survey control is available for this station.
 DN5255
 DN5255_MARKER: DB = BENCH MARK DISK
 DN5255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5255_STAMPING: BEHR LAKE 1 2009
 DN5255_MARK LOGO: WI-013
 DN5255_PROJECTION: FLUSH
 DN5255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5255+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2010
 DN5255
 DN5255  HISTORY     - Date     Condition        Report By
 DN5255  HISTORY     - 2009     MONUMENTED       WI-013
 DN5255  HISTORY     - 20100317 GOOD             WI-013
 DN5255
 DN5255                          STATION DESCRIPTION
 DN5255
 DN5255'DESCRIBED BY BURNETT COUNTY WISCONSIN 2010 (JET)
 DN5255'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5255'HIGHWAY H, LOCATED ABOUT 10 MI (16.1 KM) WEST OF THE CITY OF SPOONER,
 DN5255'WI, GO NORTH ON COUNTY HIGHWAY H FOR 9.9 MI (15.9 KM) TO COUNTY
 DN5255'HIGHWAY A.  TURN RIGHT AND GO EAST ON COUNTY HIGHWAY A FOR 1.5 MI (2.4
 DN5255'KM) TO ROONEY LAKE ROAD AND THE STATION ON THE LEFT.
 DN5255'
 DN5255'THE STATION IS A BRONZE BURNETT COUNTY BENCH MARK DISK SET IN THE TOP
 DN5255'OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT AND ABOUT LEVEL WITH
 DN5255'THE HIGHWAY PAVEMENT.
 DN5255'
 DN5255'THE STATION IS 69 FT (21.0 M) NORTH OF THE EDGE OF PAVEMENT OF COUNTY
 DN5255'HIGHWAY A, 69 FT (21.0 M) EAST OF THE EDGE OF PAVEMENT OF ROONEY LAKE
 DN5255'ROAD, 65 FT (19.8 M) NORTHEAST OF A METAL POST FOR A 'ROONEY LAKE
 DN5255'ROAD' SIGN AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS
 DN5255'SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1124 ***********************************************************************
 ON1124  DESIGNATION -  BELDANE
 ON1124  PID         -  ON1124
 ON1124  STATE/COUNTY-  WI/MONROE
 ON1124  COUNTRY     -  US
 ON1124  USGS QUAD   -  CITY ROCK (2018)
 ON1124
 ON1124                         *CURRENT SURVEY CONTROL
 ON1124  ______________________________________________________________________
 ON1124* NAD 83(1996) POSITION- 43 58 30.76973(N) 090 44 36.59428(W)   ADJUSTED
 ON1124* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 ON1124  ______________________________________________________________________
 ON1124  GEOID HEIGHT    -        -33.329 (meters)                     GEOID18
 ON1124  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 ON1124  HORZ ORDER      -  FIRST
 ON1124
 ON1124.The horizontal coordinates were established by classical geodetic methods
 ON1124.and adjusted by the National Geodetic Survey in March 1999.
 ON1124
 ON1124.The orthometric height was scaled from a topographic map.
 ON1124
 ON1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1124.GEOID18 height accuracy estimate available here.
 ON1124
 ON1124.Click photographs - Photos may exist for this station.
 ON1124
 ON1124.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1124
 ON1124. The following values were computed from the NAD 83(1996) position.
 ON1124
 ON1124;                    North         East     Units Scale Factor Converg.
 ON1124;SPC WI S     -   219,699.039   540,343.825   MT  0.99998271   -0 30 39.1
 ON1124;SPC WI S     -   720,795.93  1,772,778.03   sFT  0.99998271   -0 30 39.1
 ON1124;UTM  15      - 4,871,595.208   680,990.053   MT  1.00000290   +1 34 02.0
 ON1124
 ON1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1124!SPC WI S     -   0.99996558  x   0.99998271  =   0.99994829
 ON1124!UTM  15      -   0.99996558  x   1.00000290  =   0.99996848
 ON1124
 ON1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8099071595(NAD 83)
 ON1124
 ON1124                          SUPERSEDED SURVEY CONTROL
 ON1124
 ON1124  NAD 83(1991)-  43 58 30.76827(N)    090 44 36.59436(W) AD(       ) 1
 ON1124  NAD 83(1986)-  43 58 30.76874(N)    090 44 36.60143(W) AD(       ) 1
 ON1124  NAD 27      -  43 58 30.89100(N)    090 44 36.11700(W) AD(       ) 1
 ON1124
 ON1124.Superseded values are not recommended for survey control.
 ON1124
 ON1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1124.See file dsdata.pdf to determine how the superseded data were derived.
 ON1124
 ON1124_MARKER: DS = TRIANGULATION STATION DISK
 ON1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1124_STAMPING: BELDANE 1926
 ON1124_MARK LOGO: CGS
 ON1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1124+STABILITY: SURFACE MOTION
 ON1124
 ON1124  HISTORY     - Date     Condition        Report By
 ON1124  HISTORY     - 1926     MONUMENTED       CGS
 ON1124  HISTORY     - 1935     GOOD             CGS
 ON1124  HISTORY     - 1948     MARK NOT FOUND   USGS
 ON1124
 ON1124                          STATION DESCRIPTION
 ON1124
 ON1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 ON1124'STATION IS ON CURVE ABOUT 3.7 MILES E OF THE DEPOT AT SPARTA,
 ON1124'AT POINT OF INTERSECTION OF THE TANGENTS OF THE S RAIL OF S
 ON1124'TRACK, ABOUT 250 METERS W OF CHICAGO AND NORTH WESTERN BRIDGE
 ON1124'CROSSING, 6.37 METERS S OF N RIGHT-OF-WAY FENCE.
 ON1124'
 ON1124'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 ON1124'IN CONCRETE.
 ON1124
 ON1124                          STATION RECOVERY (1935)
 ON1124
 ON1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 ON1124'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 ON1124'ADEQUATE.
 ON1124
 ON1124                          STATION RECOVERY (1948)
 ON1124
 ON1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 ON1124'STATION NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5903 ***********************************************************************
 DN5903  DESIGNATION -  BELDEN SWAMP GPS
 DN5903  PID         -  DN5903
 DN5903  STATE/COUNTY-  WI/DOUGLAS
 DN5903  COUNTRY     -  US
 DN5903  USGS QUAD   -  MOOSE JUNCTION (2018)
 DN5903
 DN5903                         *CURRENT SURVEY CONTROL
 DN5903  ______________________________________________________________________
 DN5903* NAD 83(2011) POSITION- 46 21 32.72983(N) 092 09 59.26336(W)   ADJUSTED
 DN5903* NAD 83(2011) ELLIP HT-   364.604 (meters)        (04/30/14)   ADJUSTED
 DN5903* NAD 83(2011) EPOCH   -  2010.00
 DN5903* NAVD 88 ORTHO HEIGHT -   391.346 (meters)     1283.94  (feet) ADJUSTED
 DN5903  ______________________________________________________________________
 DN5903  GEOID HEIGHT    -        -26.747 (meters)                     GEOID18
 DN5903  NAD 83(2011) X  -   -166,702.138 (meters)                     COMP
 DN5903  NAD 83(2011) Y  - -4,406,620.714 (meters)                     COMP
 DN5903  NAD 83(2011) Z  -  4,593,148.367 (meters)                     COMP
 DN5903  LAPLACE CORR    -          2.30  (seconds)                    DEFLEC18
 DN5903  DYNAMIC HEIGHT  -        391.387 (meters)     1284.08  (feet) COMP
 DN5903  MODELED GRAVITY -    980,705.4   (mgal)                       NAVD 88
 DN5903
 DN5903  VERT ORDER      -  SECOND    CLASS I
 DN5903
 DN5903  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5903  Standards:
 DN5903         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5903            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5903  -------------------------------------------------------------------
 DN5903  NETWORK    0.33   0.45           0.15   0.11   0.23      0.06021705
 DN5903  -------------------------------------------------------------------
 DN5903  Click here for local accuracies and other accuracy information.
 DN5903
 DN5903.The horizontal coordinates were established by GPS observations
 DN5903.and adjusted by the WI DEPT OF TRANSP in April 2014.
 DN5903
 DN5903.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5903.been affixed to the stable North American tectonic plate. See 
 DN5903.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5903
 DN5903.The horizontal coordinates are valid at the epoch date displayed above
 DN5903.which is a decimal equivalence of Year/Month/Day.
 DN5903
 DN5903.The orthometric height was determined by differential leveling and
 DN5903.adjusted by the WI DEPT OF TRANSP
 DN5903.in May 2012.
 DN5903
 DN5903.No vertical observational check was made to the station.
 DN5903
 DN5903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5903.GEOID18 height accuracy estimate available here.
 DN5903
 DN5903.Click photographs - Photos may exist for this station.
 DN5903
 DN5903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5903
 DN5903.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5903
 DN5903.The ellipsoidal height was determined by GPS observations
 DN5903.and is referenced to NAD 83.
 DN5903
 DN5903.The dynamic height is computed by dividing the NAVD 88
 DN5903.geopotential number by the normal gravity value computed on the
 DN5903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5903.degrees latitude (g = 980.6199 gals.).
 DN5903
 DN5903.The modeled gravity was interpolated from observed gravity values.
 DN5903
 DN5903. The following values were computed from the NAD 83(2011) position.
 DN5903
 DN5903;                    North         East     Units Scale Factor Converg.
 DN5903;SPC WI N     -   134,806.170   433,296.505   MT  0.99995091   -1 33 46.2
 DN5903;SPC WI N     -   442,276.58  1,421,573.62   sFT  0.99995091   -1 33 46.2
 DN5903;UTM  15      - 5,134,283.854   564,123.869   MT  0.99965054   +0 36 11.6
 DN5903
 DN5903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5903!SPC WI N     -   0.99994285  x   0.99995091  =   0.99989376
 DN5903!UTM  15      -   0.99994285  x   0.99965054  =   0.99959341
 DN5903
 DN5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6412334283(NAD 83)
 DN5903
 DN5903                          SUPERSEDED SURVEY CONTROL
 DN5903
 DN5903.No superseded survey control is available for this station.
 DN5903
 DN5903_MARKER: DD = SURVEY DISK
 DN5903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5903_STAMPING: BELDEN SWAMP GPS 2010
 DN5903_MARK LOGO: WIDT
 DN5903_PROJECTION: FLUSH
 DN5903_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5903+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2013
 DN5903
 DN5903  HISTORY     - Date     Condition        Report By
 DN5903  HISTORY     - 2010     MONUMENTED       WIDT
 DN5903  HISTORY     - 20120208 GOOD             WIDT
 DN5903  HISTORY     - 20130901 GOOD             WIDT
 DN5903
 DN5903                          STATION DESCRIPTION
 DN5903
 DN5903'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5903'THE STATION IS LOCATED 25.0 MI (40.2 KM) SOUTH OF SUPERIOR, 24.0
 DN5903'(38.6 KM) NORTHWEST OF MINONG, AND 16.6 MI (26.5 KM) WEST OF SOLON
 DN5903'SPRINGS.
 DN5903'
 DN5903'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5903'HIGHWAY M LOCATED APPROXIMATELY 29 MI (46.7 KM) SOUTH OF THE CITY
 DN5903'OF SUPERIOR, GO NORTH ON STATE HIGHWAY 35 FOR 4.25 MI (6.8 KM) TO FALL
 DN5903'ROAD ON THE RIGHT.  CONTINUE NORTHWEST ON STATE HIGHWAY 35 FOR 0.5 MI
 DN5903'(0.8 KM) AND A CURVE TO THE RIGHT.  CONTINUE AROUND THE CURVE ON STATE
 DN5903'HIGHWAY 35 FOR 0.2 MI (0.3 KM) TO A GRAVEL DRIVE ENTRANCE FOR THE
 DN5903'BELDEN SWAMP STATE NATURAL AREA ON THE LEFT.  TURN LEFT AND GO
 DN5903'SOUTHWEST ALONG THE GRAVEL DRIVE FOR 0.05 MI (0.1 KM) TO THE STATION
 DN5903'ON THE RIGHT.
 DN5903'
 DN5903'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5903'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5903'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP,
 DN5903'APPROXIMATELY LEVEL WITH THE GRAVEL DRIVE.
 DN5903'
 DN5903'THE STATION IS 133 M (436.4 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DN5903'HIGHWAY 35, 10 M (32.8 FT) NORTHWEST OF THE CENTER OF THE GRAVEL
 DN5903'DRIVE 16.1 M (52.8 FT) NORTHEAST OF A BOULDER WITH A PLAGUE MARKING
 DN5903'THE BELDEN SWAMP STATE NATURAL AREA AND LOCATED IN THE CENTER OF A
 DN5903'TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD POSTS.
 DN5903'
 DN5903'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5903'DEGREES ABOVE THE HORIZON.
 DN5903
 DN5903                          STATION RECOVERY (2013)
 DN5903
 DN5903'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DN5903'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0439 ***********************************************************************
 OL0439  DESIGNATION -  BELGIUM
 OL0439  PID         -  OL0439
 OL0439  STATE/COUNTY-  WI/OZAUKEE
 OL0439  COUNTRY     -  US
 OL0439  USGS QUAD   -  PORT WASHINGTON EAST (2018)
 OL0439
 OL0439                         *CURRENT SURVEY CONTROL
 OL0439  ______________________________________________________________________
 OL0439* NAD 83(1991) POSITION- 43 29 25.55247(N) 087 50 16.85341(W)   ADJUSTED
 OL0439* NAVD 88 ORTHO HEIGHT -   228.    (meters)      748.    (feet) SCALED
 OL0439  ______________________________________________________________________
 OL0439  GEOID HEIGHT    -        -35.433 (meters)                     GEOID18
 OL0439  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 OL0439  HORZ ORDER      -  SECOND
 OL0439
 OL0439.The horizontal coordinates were established by classical geodetic methods
 OL0439.and adjusted by the National Geodetic Survey in November 1991.
 OL0439
 OL0439.The orthometric height was scaled from a topographic map.
 OL0439
 OL0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0439.GEOID18 height accuracy estimate available here.
 OL0439
 OL0439.Click photographs - Photos may exist for this station.
 OL0439
 OL0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0439
 OL0439. The following values were computed from the NAD 83(1991) position.
 OL0439
 OL0439;                    North         East     Units Scale Factor Converg.
 OL0439;SPC WI S     -   167,839.708   774,850.614   MT  0.99993375   +1 29 07.8
 OL0439;SPC WI S     -   550,654.11  2,542,155.72   sFT  0.99993375   +1 29 07.8
 OL0439;UTM  16      - 4,815,619.747   432,240.424   MT  0.99965648   -0 34 36.4
 OL0439
 OL0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0439!SPC WI S     -   0.99996981  x   0.99993375  =   0.99990356
 OL0439!UTM  16      -   0.99996981  x   0.99965648  =   0.99962630
 OL0439
 OL0439:                Primary Azimuth Mark                     Grid Az
 OL0439:SPC WI S     -  BELGIUM AZ MK                            001 51 58.3
 OL0439:UTM  16      -  BELGIUM AZ MK                            003 55 42.5
 OL0439
 OL0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3224015619(NAD 83)
 OL0439
 OL0439|---------------------------------------------------------------------|
 OL0439| PID    Reference Object                     Distance      Geod. Az  |
 OL0439|                                                           dddmmss.s |
 OL0439| CI9002 BELGIUM AZ MK                                      0032106.1 |
 OL0439| OL0472 CEDAR GROVE MUNICIPAL TANK          APPROX. 8.6 KM 0065205.5 |
 OL0439| OL0437 LAKE CHURCH ST MARYS CATH CH        APPROX. 1.7 KM 0550910.5 |
 OL0439| CI9003 BELGIUM RM 1                         27.698 METERS 10254     |
 OL0439| CI9004 BELGIUM RM 2                          7.758 METERS 19406     |
 OL0439| OL0450 HOLY CROSS HOLY CROSS CATH CH       APPROX. 5.3 KM 2470206.6 |
 OL0439| OL0480 DACADA ST NICHOLAS CATH CH          APPROX. 8.3 KM 3154435.0 |
 OL0439|---------------------------------------------------------------------|
 OL0439
 OL0439                          SUPERSEDED SURVEY CONTROL
 OL0439
 OL0439  NAD 83(1986)-  43 29 25.53990(N)    087 50 16.85970(W) AD(       ) 2
 OL0439  NAD 27      -  43 29 25.54300(N)    087 50 16.53700(W) AD(       ) 2
 OL0439
 OL0439.Superseded values are not recommended for survey control.
 OL0439
 OL0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0439.See file dsdata.pdf to determine how the superseded data were derived.
 OL0439
 OL0439_MARKER: DS = TRIANGULATION STATION DISK
 OL0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0439_STAMPING: BELGIUM 1953
 OL0439_MARK LOGO: CGS
 OL0439_PROJECTION: FLUSH
 OL0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0439+STABILITY: SURFACE MOTION
 OL0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0439+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 OL0439
 OL0439  HISTORY     - Date     Condition        Report By
 OL0439  HISTORY     - 1953     MONUMENTED       CGS
 OL0439  HISTORY     - 1987     GOOD             LOCENG
 OL0439  HISTORY     - 20031108 GOOD             USPSQD
 OL0439  HISTORY     - 20060519 GOOD             USPSQD
 OL0439
 OL0439                          STATION DESCRIPTION
 OL0439
 OL0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0439'THE STATION IS LOCATED 7 MILES NORTH OF PORT WASHINGTON,, 5 MILES
 OL0439'SOUTH OF CEDAR GROVE AND 1 MILE SOUTHEAST OF BELGIUM ON PROPERTY OWNED
 OL0439'BY MR. ED. BEACHLER.  THE STATON IS 120 FEET EAST OF THE CENTER OF
 OL0439'U.S. HIGHWAY 141, 83 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 OL0439'HOUSE, 16 FEET NORTH OF THE CENTER OF A DRIVEWAY, 11 FEET EAST OF A
 OL0439'WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS FLUSH AND
 OL0439'THE DISK IS STAMPED BELGIUM 1953.
 OL0439'
 OL0439'REFERENCE MARK NO. 1 IS 37 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 OL0439'THE HOUSE AND 1 FOOT SOUTH OF THE FENCE LINE.  IT IS FLUSH AND THE
 OL0439'DISK IS STAMPED BELGIUM NO 1 1953.
 OL0439'
 OL0439'REFERENCE MARK NO. 2 IS 75 FEET WEST OF THE NORTHWEST CORNER OF THE
 OL0439'HOUSE AND 10 FEET SOUTH OF THE CENTER OF THE DRIVEWAY.  IT IS FLUSH
 OL0439'AND THE DISK IS STAMPED BELGIUM NO 2 1953.
 OL0439'
 OL0439'AZIMUTH MARK IS 34 FEET NORTH OF THE CENTER OF COUNTY HIGHWAY D, 3
 OL0439'FEET EAST OF A WHITE WITNESS POST, 2 FEET WEST OF A TELEPHONE POLE AND
 OL0439'1 FOOT SOUTH OF A FENCE LINE.  IT PROJECTS 6 INCHES AND THE DISK IS
 OL0439'STAMPED BELGIUM 1953.
 OL0439'
 OL0439'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY D AND
 OL0439'U.S. HIGHWAY 141, 0.5 MILE EAST OF BELGIUM GO SOUTH ON HIGHWAY 141 FOR
 OL0439'0.5 MILE TO A DRIVEWAY ON THE LEFT AND THE STATION AS DESCRIBED.
 OL0439'
 OL0439'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF COUNTY HIGHWAY D
 OL0439'AND U.S. HIGHWAY 141, GO WEST ON HIGHWAY D FOR 0.05 MILE TO THE MARK
 OL0439'ON THE RIGHT AS DESCRIBED.
 OL0439'
 OL0439'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OL0439
 OL0439                          STATION RECOVERY (1987)
 OL0439
 OL0439'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (BM)
 OL0439'RECOVERED IN GOOD CONDITION.
 OL0439
 OL0439                          STATION RECOVERY (2003)
 OL0439
 OL0439'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0439'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OL0439'CONDITION.  NOTE-HIGHWAY 141 IS NOW NAMED COUNTY HIGHWAY LL.  THE
 OL0439'STATION AND REFERENCE MARKS WERE FOUND ON THE PROPERTY AT 5852 HWY LL.
 OL0439'THERE ARE NO WITNESS POSTS PRESENT AND THE FENCE LINE HAS BEEN MOVED
 OL0439'TO THE NORTH.
 OL0439'
 OL0439'THE STATION IS 6 INCHES BELOW GROUND LEVEL, REFERENCE MARK NO. 1 IS 4
 OL0439'INCHES BELOW GROUND LEVEL, AND REFERENCE MARK NO. 2 IS 5 INCHES BELOW
 OL0439'GROUND LEVEL.  THE AZIMUTH MARK WAS NOT FOUND.  THERE IS NO WITNESS
 OL0439'POST PRESENT AND THE AREA IS NEW RESIDENTIAL WITH NEW LANDSCAPPING.
 OL0439
 OL0439                          STATION RECOVERY (2006)
 OL0439
 OL0439'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0439'THE STATION WAS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6086 ***********************************************************************
 DF6086  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6086  DESIGNATION -  BELGIUM E GPS
 DF6086  PID         -  DF6086
 DF6086  STATE/COUNTY-  WI/OZAUKEE
 DF6086  COUNTRY     -  US
 DF6086  USGS QUAD   -  CEDAR GROVE (2018)
 DF6086
 DF6086                         *CURRENT SURVEY CONTROL
 DF6086  ______________________________________________________________________
 DF6086* NAD 83(2011) POSITION- 43 30 40.10679(N) 087 49 49.41612(W)   ADJUSTED
 DF6086* NAD 83(2011) ELLIP HT-   180.319 (meters)        (06/27/12)   ADJUSTED
 DF6086* NAD 83(2011) EPOCH   -  2010.00
 DF6086* NAVD 88 ORTHO HEIGHT -   215.76  (meters)      707.9   (feet) GPS OBS
 DF6086  ______________________________________________________________________
 DF6086  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6086  GEOID HEIGHT    -        -35.440 (meters)                     GEOID12A
 DF6086  GEOID HEIGHT    -        -35.452 (meters)                     GEOID18
 DF6086  NAD 83(2011) X  -    175,401.338 (meters)                     COMP
 DF6086  NAD 83(2011) Y  - -4,629,849.657 (meters)                     COMP
 DF6086  NAD 83(2011) Z  -  4,368,983.677 (meters)                     COMP
 DF6086  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 DF6086
 DF6086  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6086  Standards:
 DF6086         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6086            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6086  -------------------------------------------------------------------
 DF6086  NETWORK    0.55   0.47           0.25   0.19   0.24     -0.05162290
 DF6086  -------------------------------------------------------------------
 DF6086  Click here for local accuracies and other accuracy information.
 DF6086
 DF6086.The horizontal coordinates were established by GPS observations
 DF6086.and adjusted by the National Geodetic Survey in June 2012.
 DF6086
 DF6086.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6086.been affixed to the stable North American tectonic plate. See 
 DF6086.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6086
 DF6086.The horizontal coordinates are valid at the epoch date displayed above
 DF6086.which is a decimal equivalence of Year/Month/Day.
 DF6086
 DF6086.The orthometric height was determined by GPS observations and a
 DF6086.high-resolution geoid model using precise GPS observation and
 DF6086.processing techniques.
 DF6086
 DF6086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6086.GEOID18 height accuracy estimate available here.
 DF6086
 DF6086.Click photographs - Photos may exist for this station.
 DF6086
 DF6086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6086
 DF6086.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6086
 DF6086.The ellipsoidal height was determined by GPS observations
 DF6086.and is referenced to NAD 83.
 DF6086
 DF6086. The following values were computed from the NAD 83(2011) position.
 DF6086
 DF6086;                    North         East     Units Scale Factor Converg.
 DF6086;SPC WI S     -   170,155.667   775,407.007   MT  0.99993438   +1 29 26.7
 DF6086;SPC WI S     -   558,252.38  2,543,981.16   sFT  0.99993438   +1 29 26.7
 DF6086;UTM  16      - 4,817,913.545   432,879.625   MT  0.99965541   -0 34 18.3
 DF6086
 DF6086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6086!SPC WI S     -   0.99997172  x   0.99993438  =   0.99990611
 DF6086!UTM  16      -   0.99997172  x   0.99965541  =   0.99962714
 DF6086
 DF6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3287917913(NAD 83)
 DF6086
 DF6086                          SUPERSEDED SURVEY CONTROL
 DF6086
 DF6086  NAD 83(2007)-  43 30 40.10678(N)    087 49 49.41693(W) AD(2002.00) 0
 DF6086  ELLIP H (02/10/07)  180.356  (m)                       GP(2002.00)    
 DF6086  NAD 83(1997)-  43 30 40.10676(N)    087 49 49.41703(W) AD(       ) 1
 DF6086  ELLIP H (06/11/03)  180.371  (m)                       GP(       ) 3 1
 DF6086  NAVD 88 (07/26/07)  215.75   (m)  GEOID03  model used  GPS OBS        
 DF6086  NAVD 88 (06/11/03)  215.71   (m)  GEOID99  model used  GPS OBS        
 DF6086
 DF6086.Superseded values are not recommended for survey control.
 DF6086
 DF6086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6086.See file dsdata.pdf to determine how the superseded data were derived.
 DF6086
 DF6086_MARKER: DD = SURVEY DISK
 DF6086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6086_STAMPING: BELGIUM E GPS 2001
 DF6086_MARK LOGO: WIDT
 DF6086_PROJECTION: FLUSH
 DF6086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6086+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 DF6086
 DF6086  HISTORY     - Date     Condition        Report By
 DF6086  HISTORY     - 2000     MONUMENTED       WIDT
 DF6086  HISTORY     - 20031108 GOOD             USPSQD
 DF6086  HISTORY     - 20060518 GOOD             WIDT
 DF6086
 DF6086                          STATION DESCRIPTION
 DF6086
 DF6086'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6086'THE STATION IS LOCATED ABOUT 31 KM SOUTH-SOUTHWEST OF SHEBOYGAN AND 2
 DF6086'KM NORTH-NORTHEAST OF BELGIUM.  OWNERSHIP--OZAUKEE COUNTY.
 DF6086'
 DF6086'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY
 DF6086'HIGHWAY D IN THE VILLAGE OF BELGIUM, GO WEST ON COUNTY HIGHWAY D (MAIN
 DF6086'STREET) FOR 0.3 KM TO COUNTY HIGHWAY LL, TURN RIGHT AND GO NORTH ON
 DF6086'COUNTY HIGHWAY LL FOR 1.1 KM TO THE STATION ON THE RIGHT.
 DF6086'
 DF6086'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6086'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6086'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF6086'THE HIGHWAY PAVEMENT.
 DF6086'
 DF6086'THE STATION IS 12.5 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY LL,
 DF6086'39.4 M SOUTHEAST OF A POWER POLE 92-00607 40-5, 5.3 M EAST OF A MAIL
 DF6086'BOX AT PRIVATE ENTRANCE --6419, 1.0 M NORTH, 1.0 M SOUTH, AND 1.0 M
 DF6086'WEST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6086'
 DF6086'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF6086'DEGREES ABOVE THE HORIZON.
 DF6086
 DF6086                          STATION RECOVERY (2003)
 DF6086
 DF6086'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6086'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 FEET WEST OF A
 DF6086'WHITE PLASTIC WITNESS POST.
 DF6086
 DF6086                          STATION RECOVERY (2006)
 DF6086
 DF6086'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF6086'RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS POST
 DF6086'HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6080 ***********************************************************************
 DF6080  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6080  DESIGNATION -  BELGIUM S GPS
 DF6080  PID         -  DF6080
 DF6080  STATE/COUNTY-  WI/OZAUKEE
 DF6080  COUNTRY     -  US
 DF6080  USGS QUAD   -  PORT WASHINGTON EAST (2018)
 DF6080
 DF6080                         *CURRENT SURVEY CONTROL
 DF6080  ______________________________________________________________________
 DF6080* NAD 83(2011) POSITION- 43 27 21.31168(N) 087 50 07.75102(W)   ADJUSTED
 DF6080* NAD 83(2011) ELLIP HT-   174.792 (meters)        (06/27/12)   ADJUSTED
 DF6080* NAD 83(2011) EPOCH   -  2010.00
 DF6080* NAVD 88 ORTHO HEIGHT -   210.20  (meters)      689.6   (feet) GPS OBS
 DF6080  ______________________________________________________________________
 DF6080  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6080  GEOID HEIGHT    -        -35.409 (meters)                     GEOID12A
 DF6080  GEOID HEIGHT    -        -35.424 (meters)                     GEOID18
 DF6080  NAD 83(2011) X  -    175,149.099 (meters)                     COMP
 DF6080  NAD 83(2011) Y  - -4,634,080.212 (meters)                     COMP
 DF6080  NAD 83(2011) Z  -  4,364,528.250 (meters)                     COMP
 DF6080  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 DF6080
 DF6080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6080  Standards:
 DF6080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6080  -------------------------------------------------------------------
 DF6080  NETWORK    0.53   0.47           0.24   0.18   0.24     -0.09197284
 DF6080  -------------------------------------------------------------------
 DF6080  Click here for local accuracies and other accuracy information.
 DF6080
 DF6080.The horizontal coordinates were established by GPS observations
 DF6080.and adjusted by the National Geodetic Survey in June 2012.
 DF6080
 DF6080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6080.been affixed to the stable North American tectonic plate. See 
 DF6080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6080
 DF6080.The horizontal coordinates are valid at the epoch date displayed above
 DF6080.which is a decimal equivalence of Year/Month/Day.
 DF6080
 DF6080.The orthometric height was determined by GPS observations and a
 DF6080.high-resolution geoid model using precise GPS observation and
 DF6080.processing techniques.
 DF6080
 DF6080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6080.GEOID18 height accuracy estimate available here.
 DF6080
 DF6080.Click photographs - Photos may exist for this station.
 DF6080
 DF6080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6080
 DF6080.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6080
 DF6080.The ellipsoidal height was determined by GPS observations
 DF6080.and is referenced to NAD 83.
 DF6080
 DF6080. The following values were computed from the NAD 83(2011) position.
 DF6080
 DF6080;                    North         East     Units Scale Factor Converg.
 DF6080;SPC WI S     -   164,012.283   775,154.565   MT  0.99993300   +1 29 14.1
 DF6080;SPC WI S     -   538,096.97  2,543,152.94   sFT  0.99993300   +1 29 14.1
 DF6080;UTM  16      - 4,811,784.927   432,406.412   MT  0.99965620   -0 34 28.8
 DF6080
 DF6080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6080!SPC WI S     -   0.99997259  x   0.99993300  =   0.99990559
 DF6080!UTM  16      -   0.99997259  x   0.99965620  =   0.99962880
 DF6080
 DF6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3240611784(NAD 83)
 DF6080
 DF6080                          SUPERSEDED SURVEY CONTROL
 DF6080
 DF6080  NAD 83(2007)-  43 27 21.31166(N)    087 50 07.75182(W) AD(2002.00) 0
 DF6080  ELLIP H (02/10/07)  174.828  (m)                       GP(2002.00)    
 DF6080  NAD 83(1997)-  43 27 21.31169(N)    087 50 07.75203(W) AD(       ) 1
 DF6080  ELLIP H (06/11/03)  174.841  (m)                       GP(       ) 3 1
 DF6080  NAVD 88 (07/26/07)  210.19   (m)  GEOID03  model used  GPS OBS        
 DF6080  NAVD 88 (06/11/03)  210.15   (m)  GEOID99  model used  GPS OBS        
 DF6080
 DF6080.Superseded values are not recommended for survey control.
 DF6080
 DF6080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6080.See file dsdata.pdf to determine how the superseded data were derived.
 DF6080
 DF6080_MARKER: DD = SURVEY DISK
 DF6080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6080_STAMPING: BELGIUM S GPS 2001
 DF6080_MARK LOGO: WIDT
 DF6080_PROJECTION: FLUSH
 DF6080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6080+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 DF6080
 DF6080  HISTORY     - Date     Condition        Report By
 DF6080  HISTORY     - 20001106 MONUMENTED       WIDT
 DF6080  HISTORY     - 20031108 GOOD             USPSQD
 DF6080  HISTORY     - 20080619 GOOD             WIDT
 DF6080
 DF6080                          STATION DESCRIPTION
 DF6080
 DF6080'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6080'THE STATION IS LOCATED ABOUT 31 KM EAST-NORTHEAST OF WEST BEND AND 8
 DF6080'KM NORTH-NORTHEAST OF PORT WASHINGTON.  OWNERSHIP--TOWN OF PORT
 DF6080'WASHINGTON.
 DF6080'
 DF6080'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 DF6080'STATE HIGHWAY 32 (EXIT 100) IN THE CITY OF PORT  WASHINGTON, GO NORTH
 DF6080'ON STATE HIGHWAY 32 (COUNTY HIGHWAY H) FOR 0.2 KM TO COUNTY HIGHWAY KW
 DF6080'ON THE RIGHT, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY KW FOR 4.7 KM
 DF6080'TO DIXIE ROAD, TURN RIGHT AND GO EAST ON DIXIE ROAD FOR 2.4 KM TO
 DF6080'COUNTY HIGHWAY LL, CONTINUE EAST ON DIXIE ROAD FOR 0.3 KM TO THE
 DF6080'STATION ON THE LEFT.
 DF6080'
 DF6080'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6080'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6080'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF6080'THE ROAD PAVEMENT.
 DF6080'
 DF6080'THE STATION IS 9.3 M NORTH OF THE CENTERLINE OF DIXIE ROAD, 33.8 M
 DF6080'NORTHWEST OF A POWER POLE 84-06955 40-4, 25.6 M WEST OF A TELEPHONE
 DF6080'PEDESTAL 1639, 20 M EAST OF A FIELD ENTRANCE, 1 M SOUTH OF A
 DF6080'CULTIVATED FIELD, 1.0 M EAST, 1.0 M WEST, AND 1.0 M NORTH OF THREE 4X4
 DF6080'ORANGE PLASTIC WITNESS POSTS.
 DF6080'
 DF6080'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF6080'ABOVE THE HORIZON.
 DF6080
 DF6080                          STATION RECOVERY (2003)
 DF6080
 DF6080'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6080'THE STATION IS 2 FEET SOUTH OF A WHITE PLASTIC WITNESS POST.  DIXIE
 DF6080'ROAD EAST OF COUNTY HIGHWAY LL IS COUNTY HIGHWAY P.
 DF6080
 DF6080                          STATION RECOVERY (2008)
 DF6080
 DF6080'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DF6080'RECOVERED IN GOOD CONDITION.  REPLACED TWO BROKEN GUARD POSTS.  THE
 DF6080'STATION IS 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE
 DF6080'4X4 ORANGE PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0791 ***********************************************************************
 RM0791  DESIGNATION -  BELL
 RM0791  PID         -  RM0791
 RM0791  STATE/COUNTY-  WI/BAYFIELD
 RM0791  COUNTRY     -  US
 RM0791  USGS QUAD   -  CORNUCOPIA (2018)
 RM0791
 RM0791                         *CURRENT SURVEY CONTROL
 RM0791  ______________________________________________________________________
 RM0791* NAD 83(1996) POSITION- 46 45 34.74647(N) 091 07 27.89767(W)   ADJUSTED
 RM0791* NAVD 88 ORTHO HEIGHT -   385.23  (+/-2cm)     1263.9   (feet) VERTCON3
 RM0791  ______________________________________________________________________
 RM0791  GEOID HEIGHT    -        -31.268 (meters)                     GEOID18
 RM0791  LAPLACE CORR    -         -7.21  (seconds)                    DEFLEC18
 RM0791  HORZ ORDER      -  THIRD
 RM0791  VERT ORDER      -  THIRD ? (See Below)
 RM0791
 RM0791.The horizontal coordinates were established by classical geodetic methods
 RM0791.and adjusted by the National Geodetic Survey in March 1999.
 RM0791
 RM0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0791
 RM0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0791.GEOID18 height accuracy estimate available here.
 RM0791
 RM0791.The vertical order pertains to the NGVD 29 superseded value.
 RM0791
 RM0791.Click photographs - Photos may exist for this station.
 RM0791
 RM0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0791
 RM0791. The following values were computed from the NAD 83(1996) position.
 RM0791
 RM0791;                    North         East     Units Scale Factor Converg.
 RM0791;SPC WI N     -   177,666.388   514,101.657   MT  0.99999872   -0 48 40.0
 RM0791;SPC WI N     -   582,893.81  1,686,681.85   sFT  0.99999872   -0 48 40.0
 RM0791;UTM  15      - 5,180,163.744   643,228.989   MT  0.99985215   +1 21 59.6
 RM0791
 RM0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0791!SPC WI N     -   0.99994452  x   0.99999872  =   0.99994324
 RM0791!UTM  15      -   0.99994452  x   0.99985215  =   0.99979668
 RM0791
 RM0791:                Primary Azimuth Mark                     Grid Az
 RM0791:SPC WI N     -  WASHBURN                                 109 09 11.8
 RM0791:UTM  15      -  WASHBURN                                 106 58 32.2
 RM0791
 RM0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4322880163(NAD 83)
 RM0791
 RM0791|---------------------------------------------------------------------|
 RM0791| PID    Reference Object                     Distance      Geod. Az  |
 RM0791|                                                           dddmmss.s |
 RM0791| RM0792 TT 77 L                              15.850 METERS 00801     |
 RM0791| RM0796 WASHBURN                            APPROX. 8.0 KM 1082031.8 |
 RM0791| CJ2235 BELL RM 1                            28.800 METERS 30851     |
 RM0791|---------------------------------------------------------------------|
 RM0791
 RM0791                          SUPERSEDED SURVEY CONTROL
 RM0791
 RM0791  NAD 83(1991)-  46 45 34.74549(N)    091 07 27.89515(W) AD(       ) 3
 RM0791  NAD 83(1986)-  46 45 34.73952(N)    091 07 27.88960(W) AD(       ) 3
 RM0791  NAD 27      -  46 45 34.97000(N)    091 07 27.23000(W) AD(       ) 3
 RM0791  NGVD 29             385.17   (m)         1263.7    (f) LEVELING    3  
 RM0791
 RM0791.Superseded values are not recommended for survey control.
 RM0791
 RM0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0791.See file dsdata.pdf to determine how the superseded data were derived.
 RM0791
 RM0791_MARKER: DS = TRIANGULATION STATION DISK
 RM0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0791_STAMPING: BELL 1953
 RM0791_MARK LOGO: CGS
 RM0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0791+STABILITY: SURFACE MOTION
 RM0791
 RM0791  HISTORY     - Date     Condition        Report By
 RM0791  HISTORY     - 1953     MONUMENTED       CGS
 RM0791  HISTORY     - 20080504 MARK NOT FOUND   GEOCAC
 RM0791
 RM0791                          STATION DESCRIPTION
 RM0791
 RM0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0791'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF WASHBURN,
 RM0791'6 MILES SOUTH-SOUTHWEST OF CORNUCOPIA, AT THE NORTH EDGE OF THE
 RM0791'CHEQUAMEGON NATIONAL FORREST AND AT THE SOUTH SIDE OF A
 RM0791'DIRT FOREST ROAD.  IT IS 34 FEET SOUTH OF THE CENTER OF THE
 RM0791'ROAD, 13 FEET SOUTH-SOUTHEAST OF A TRIANGLE BLAZED OAK TREE
 RM0791'AND 7 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 2
 RM0791'INCHES AND THE DISK IS STAMPED BELL 1953.
 RM0791'
 RM0791'REFERENCE MARK NO. 1 IS 17 FEET NORTH OF THE CENTER OF THE
 RM0791'ROAD AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK PROJECTS
 RM0791'3 INCHES AND THE DISK IS STAMPED BELL NO 1 1953.
 RM0791'
 RM0791'TT 77 L (USGS) (REFERENCE MARK NO. 2) IS 18 FEET NORTH OF THE
 RM0791'CENTER OF THE ROAD, THE MARK IS OF CEMENT, 5 INCHES IN
 RM0791'DIAMETER, PROJECTS 3 INCHES AND A STANDARD USGS BENCH MARK DISK
 RM0791'IS STAMPED TT 77 L 1941.
 RM0791'
 RM0791'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RM0791'BELL TO TT 77 L 1941 AND THE DISTANCE IS SHOWN ABOVE.
 RM0791'
 RM0791'NO SUITABLE SITE WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS
 RM0791'SET.
 RM0791'
 RM0791'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 RM0791'COUNTY ROUTE C IN WASHBURN, GO GENERALLY NORTHWEST FOR 12.1
 RM0791'MILES ON COUNTY ROUTE C TO A DIRT CROSS-ROAD, THIS IS JUST
 RM0791'BEFORE REACHING A U.S. FORESTRY SIGN ON THE LEFT.  TURN LEFT
 RM0791'ONTO THE DIRT ROAD AND GO WESTERLY FOR 2.0 MILES TO THE
 RM0791'STATION ON THE LEFT.
 RM0791'
 RM0791'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RM0791
 RM0791                          STATION RECOVERY (2008)
 RM0791
 RM0791'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 RM0791'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1201 ***********************************************************************
 PN1201  DESIGNATION -  BELL
 PN1201  PID         -  PN1201
 PN1201  STATE/COUNTY-  WI/MARATHON
 PN1201  COUNTRY     -  US
 PN1201  USGS QUAD   -  HALDER (2018)
 PN1201
 PN1201                         *CURRENT SURVEY CONTROL
 PN1201  ______________________________________________________________________
 PN1201* NAD 83(1991) POSITION- 44 52 05.55589(N) 089 50 42.84108(W)   ADJUSTED
 PN1201* NAVD 88 ORTHO HEIGHT -   414.8   (meters)     1361.    (feet) VERTCON3
 PN1201  ______________________________________________________________________
 PN1201  GEOID HEIGHT    -        -34.366 (meters)                     GEOID18
 PN1201  LAPLACE CORR    -         -8.05  (seconds)                    DEFLEC18
 PN1201  HORZ ORDER      -  SECOND
 PN1201
 PN1201.The horizontal coordinates were established by classical geodetic methods
 PN1201.and adjusted by the National Geodetic Survey in November 1991.
 PN1201
 PN1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1201
 PN1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1201.GEOID18 height accuracy estimate available here.
 PN1201
 PN1201.Click photographs - Photos may exist for this station.
 PN1201
 PN1201.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1201
 PN1201. The following values were computed from the NAD 83(1991) position.
 PN1201
 PN1201;                    North         East     Units Scale Factor Converg.
 PN1201;SPC WI C     -   115,005.736   612,230.047   MT  0.99994071   +0 06 33.1
 PN1201;SPC WI C     -   377,314.65  2,008,624.75   sFT  0.99994071   +0 06 33.1
 PN1201;UTM  16      - 4,972,249.058   275,238.042   MT  1.00022124   -2 00 29.1
 PN1201
 PN1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1201!SPC WI C     -   0.99994036  x   0.99994071  =   0.99988107
 PN1201!UTM  16      -   0.99994036  x   1.00022124  =   1.00016158
 PN1201
 PN1201:                Primary Azimuth Mark                     Grid Az
 PN1201:SPC WI C     -  RIB MTN TV WSAU WAOW MAST                064 08 57.6
 PN1201:UTM  16      -  RIB MTN TV WSAU WAOW MAST                066 15 59.8
 PN1201
 PN1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7523872249(NAD 83)
 PN1201
 PN1201|---------------------------------------------------------------------|
 PN1201| PID    Reference Object                     Distance      Geod. Az  |
 PN1201|                                                           dddmmss.s |
 PN1201| PN1168 RIB MTN TV WSAU WAOW MAST           APPROX.13.4 KM 0641530.7 |
 PN1201| PN1153 WESTON POWER PLANT NO 3 STACK       APPROX.15.5 KM 0941430.3 |
 PN1201| CJ4261 BELL RM 1                            40.843 METERS 17028     |
 PN1201| CJ4262 BELL RM 2                            29.739 METERS 27341     |
 PN1201|---------------------------------------------------------------------|
 PN1201
 PN1201                          SUPERSEDED SURVEY CONTROL
 PN1201
 PN1201  NAD 83(1986)-  44 52 05.55415(N)    089 50 42.84724(W) AD(       ) 2
 PN1201  NAD 27      -  44 52 05.67299(N)    089 50 42.39281(W) AD(       ) 2
 PN1201  NGVD 29 (07/19/86)  414.8    (m)         1361.     (f) VERT ANG       
 PN1201
 PN1201.Superseded values are not recommended for survey control.
 PN1201
 PN1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1201.See file dsdata.pdf to determine how the superseded data were derived.
 PN1201
 PN1201_MARKER: DD = SURVEY DISK
 PN1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1201_STAMPING: BELL 1979
 PN1201_MARK LOGO: WIDT
 PN1201_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1201+STABILITY: SURFACE MOTION
 PN1201
 PN1201  HISTORY     - Date     Condition        Report By
 PN1201  HISTORY     - 1979     MONUMENTED       WIDT
 PN1201  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 PN1201
 PN1201                          STATION DESCRIPTION
 PN1201
 PN1201'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1201'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF MOSINEE, 7 MILES
 PN1201'SOUTHEAST OF EDGAR, AND 4 MILES SOUTH OF MARATHON CITY ON RIGHT OF WAY
 PN1201'OF STH 107.
 PN1201'
 PN1201'TO REACH THE STATION FROM THE US POST OFFICE ON STH 107 IN THE CENTER
 PN1201'OF MARATHON CITY GO SOUTH ALONG STH 107 FOR 4.47 MILES TO STATION ON
 PN1201'EAST SIDE OF STH 107.  THE STATION IS WEST OF A RED BRICK HOUSE WITH
 PN1201'FIRE NUMBER---M-12---.  THE STATION IS ON STATE HIGHWAY RIGHT OF WAY.
 PN1201'
 PN1201'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BELL 1979---.  THE
 PN1201'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1201'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 122.9 FEET
 PN1201'NORTHWEST OF THE NORTHWEST CORNER OF A RED BRICK HOUSE, 49.5 FEET EAST
 PN1201'OF THE CENTER OF STH 107, AND 2 FEET WEST OF A METAL WITNESS POST. THE
 PN1201'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET
 PN1201'BELOW GROUND.
 PN1201'
 PN1201'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---BELL RM 1 1979---
 PN1201'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1201'PROJECTS 1 INCH ABOVE GROUND.  IT IS 104 FEET NORTH OF THE CENTER OF A
 PN1201'DRIVEWAY, 93 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A RED BRICK
 PN1201'HOUSE, 72 FEET EAST OF THE CENTER OF STH 107, AND 2 FEET WEST OF A
 PN1201'WOODEN RIGHT OF WAY POST.
 PN1201'
 PN1201'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BELL RM 2 1979---
 PN1201'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1201'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 84.5 FEET NORTHEAST OF A 12
 PN1201'INCH APPLE TREE, 48.7 FEET WEST OF THE CENTER OF STH 107, AND 1.2 FEET
 PN1201'EAST OF A METAL WITNESS POST.
 PN1201'
 PN1201'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.5 METERS.
 PN1201
 PN1201                          STATION RECOVERY (2005)
 PN1201
 PN1201'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1201'RED BRICK HOUSE HAS FIRE NUMBER 2762. ALL MARKS REMAVED DURING ROAD
 PN1201'CONSTRUCTION ACCORDING TO OWNER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO7035 ***********************************************************************
 DO7035  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO7035  DESIGNATION -  BELL CORS ARP
 DO7035  CORS_ID     -  WIBL
 DO7035  PID         -  DO7035
 DO7035  STATE/COUNTY-  WI/BAYFIELD
 DO7035  COUNTRY     -  US
 DO7035  USGS QUAD   -  CORNUCOPIA (2018)
 DO7035
 DO7035                         *CURRENT SURVEY CONTROL
 DO7035  ______________________________________________________________________
 DO7035* NAD 83(2011) POSITION- 46 51 58.80312(N) 091 05 08.72565(W)   ADJUSTED
 DO7035* NAD 83(2011) ELLIP HT-   201.722 (meters)        (04/??/25)   ADJUSTED
 DO7035* NAD 83(2011) EPOCH   -  2010.00
 DO7035* NAVD 88 ORTHO HEIGHT -   232.921 (meters)      764.18  (feet) ADJUSTED
 DO7035  ______________________________________________________________________
 DO7035  GEOID HEIGHT    -        -31.223 (meters)                     GEOID18
 DO7035  NAD 83(2011) X  -    -82,781.718 (meters)                     COMP
 DO7035  NAD 83(2011) Y  - -4,367,897.012 (meters)                     COMP
 DO7035  NAD 83(2011) Z  -  4,631,765.131 (meters)                     COMP
 DO7035  VERT ORDER      -  SECOND    CLASS I
 DO7035
 DO7035  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7035  Standards:
 DO7035         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7035            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7035  -------------------------------------------------------------------
 DO7035  NETWORK    0.19   0.15           0.05   0.09   0.08     -0.29851200
 DO7035  -------------------------------------------------------------------
 DO7035
 DO7035.The coordinates were established by GPS observations
 DO7035.and adjusted by the National Geodetic Survey in April 2025.
 DO7035
 DO7035.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7035.been affixed to the stable North American Tectonic Plate. 
 DO7035
 DO7035.The coordinates are valid at the epoch date displayed above
 DO7035.which is a decimal equivalence of Year/Month/Day.
 DO7035
 DO7035.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DO7035.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DO7035.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DO7035.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DO7035.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DO7035.published epoch of 2010.00.
 DO7035
 DO7035.Additional information on MYCS is available at:
 DO7035.https://geodesy.noaa.gov/CORS/index.shtml
 DO7035
 DO7035.The orthometric height was determined by differential leveling and
 DO7035.adjusted by the NATIONAL GEODETIC SURVEY
 DO7035.in February 2017.
 DO7035
 DO7035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7035.GEOID18 height accuracy estimate available here.
 DO7035
 DO7035.The PID for the CORS L1 Phase Center is DO7036.
 DO7035
 DO7035.Click photographs - Photos may exist for this station.
 DO7035
 DO7035.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO7035
 DO7035.The ellipsoidal height was determined by GPS observations
 DO7035.and is referenced to NAD 83.
 DO7035
 DO7035. The following values were computed from the NAD 83(2011) position.
 DO7035
 DO7035;                    North         East     Units Scale Factor Converg.
 DO7035;SPC WI N     -   189,483.879   517,216.884   MT  1.00001975   -0 46 59.6
 DO7035;SPC WI N     -   621,665.03  1,696,902.39   sFT  1.00001975   -0 46 59.6
 DO7035;UTM  15      - 5,192,089.323   645,892.230   MT  0.99986161   +1 23 49.9
 DO7035
 DO7035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7035!SPC WI N     -   0.99996838  x   1.00001975  =   0.99998813
 DO7035!UTM  15      -   0.99996838  x   0.99986161  =   0.99982999
 DO7035
 DO7035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4589292089(NAD 83)
 DO7035
 DO7035                          SUPERSEDED SURVEY CONTROL
 DO7035
 DO7035  NAD 83(2011)-  46 51 58.80320(N)    091 05 08.72581(W) AD(2010.00) c
 DO7035  ELLIP H (06/??/19)  201.717  (m)                       GP(2010.00) c c
 DO7035  NAD 83(2011)-  46 51 58.80345(N)    091 05 08.72582(W) AD(2010.00) c
 DO7035  ELLIP H (04/??/13)  201.710  (m)                       GP(2010.00) c c
 DO7035  NAVD 88 (07/25/13)  232.938  (m)          764.23   (f) SUPERSEDED  2 1
 DO7035
 DO7035.Superseded values are not recommended for survey control.
 DO7035
 DO7035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7035.See file dsdata.pdf to determine how the superseded data were derived.
 DO7035
 DO7035_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO7035
 DO7035                          STATION DESCRIPTION
 DO7035
 DO7035'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DO7035'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DO7035'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DO7035'AND LOG FILES ACCESSIBLE AT:
 DO7035'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2766 ***********************************************************************
 DP2766  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2766  DESIGNATION -  BELL GPS
 DP2766  PID         -  DP2766
 DP2766  STATE/COUNTY-  WI/BAYFIELD
 DP2766  COUNTRY     -  US
 DP2766  USGS QUAD   -  CORNUCOPIA (2018)
 DP2766
 DP2766                         *CURRENT SURVEY CONTROL
 DP2766  ______________________________________________________________________
 DP2766* NAD 83(2011) POSITION- 46 48 15.80766(N) 091 07 04.39030(W)   ADJUSTED
 DP2766* NAD 83(2011) ELLIP HT-   275.553 (meters)        (05/27/14)   ADJUSTED
 DP2766* NAD 83(2011) EPOCH   -  2010.00
 DP2766* NAVD 88 ORTHO HEIGHT -   306.81  (meters)     1006.6   (feet) GPS OBS
 DP2766  ______________________________________________________________________
 DP2766  GEOID HEIGHT    -        -31.259 (meters)                     GEOID18
 DP2766  NAD 83(2011) X  -    -85,330.017 (meters)                     COMP
 DP2766  NAD 83(2011) Y  - -4,372,922.278 (meters)                     COMP
 DP2766  NAD 83(2011) Z  -  4,627,108.062 (meters)                     COMP
 DP2766  LAPLACE CORR    -         -5.85  (seconds)                    DEFLEC18
 DP2766
 DP2766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2766  Standards:
 DP2766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2766  -------------------------------------------------------------------
 DP2766  NETWORK    0.82   1.27           0.36   0.31   0.65     -0.12481311
 DP2766  -------------------------------------------------------------------
 DP2766  Click here for local accuracies and other accuracy information.
 DP2766
 DP2766.The horizontal coordinates were established by GPS observations
 DP2766.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2766
 DP2766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2766.been affixed to the stable North American tectonic plate. See 
 DP2766.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2766
 DP2766.The horizontal coordinates are valid at the epoch date displayed above
 DP2766.which is a decimal equivalence of Year/Month/Day.
 DP2766
 DP2766.The orthometric height was determined by GPS observations and a
 DP2766.high-resolution geoid model using precise GPS observation and
 DP2766.processing techniques.
 DP2766
 DP2766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2766.GEOID18 height accuracy estimate available here.
 DP2766
 DP2766.Click photographs - Photos may exist for this station.
 DP2766
 DP2766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2766
 DP2766.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2766
 DP2766.The ellipsoidal height was determined by GPS observations
 DP2766.and is referenced to NAD 83.
 DP2766
 DP2766. The following values were computed from the NAD 83(2011) position.
 DP2766
 DP2766;                    North         East     Units Scale Factor Converg.
 DP2766;SPC WI N     -   182,632.375   514,670.459   MT  1.00000712   -0 48 23.1
 DP2766;SPC WI N     -   599,186.38  1,688,548.00   sFT  1.00000712   -0 48 23.1
 DP2766;UTM  15      - 5,185,147.013   643,608.577   MT  0.99985349   +1 22 20.4
 DP2766
 DP2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2766!SPC WI N     -   0.99995681  x   1.00000712  =   0.99996393
 DP2766!UTM  15      -   0.99995681  x   0.99985349  =   0.99981030
 DP2766
 DP2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4360885147(NAD 83)
 DP2766
 DP2766                          SUPERSEDED SURVEY CONTROL
 DP2766
 DP2766  NAVD 88 (05/27/14)  306.83   (m)  GEOID12A model used  GPS OBS        
 DP2766
 DP2766.Superseded values are not recommended for survey control.
 DP2766
 DP2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2766.See file dsdata.pdf to determine how the superseded data were derived.
 DP2766
 DP2766_MARKER: DD = SURVEY DISK
 DP2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2766_STAMPING: BELL GPS 2010
 DP2766_MARK LOGO: WIDT
 DP2766_PROJECTION: FLUSH
 DP2766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2766+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DP2766
 DP2766  HISTORY     - Date     Condition        Report By
 DP2766  HISTORY     - 2010     MONUMENTED       WIDT
 DP2766  HISTORY     - 20140101 GOOD             WIDT
 DP2766
 DP2766                          STATION DESCRIPTION
 DP2766
 DP2766'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2766'THE STATION IS 14.2 MI (22.8 KM) WEST OF BAYFIELD, 13.8 MI (22.2 KM)
 DP2766'NORTHWEST OF WASHBURN, AND 3.7 MI (6.0 KM) SOUTH OF CORNUCOPIA.
 DP2766'
 DP2766'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DP2766'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DP2766'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO EAST THEN
 DP2766'SOUTH ON COUNTY HIGHWAY C FOR 4.1 MI (6.6 KM) TO SISKIWIT LAKE ROAD ON
 DP2766'THE RIGHT.  TURN RIGHT AND GO WEST ON SISKIWIT LAKE ROAD FOR 1.0 MI
 DP2766'(1.6 KM) TO REST DRIVE ON THE RIGHT.  CONTINUE WEST ON SISKIWIT LAKE
 DP2766'ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DP2766'
 DP2766'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2766'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2766'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.5 M
 DP2766'(1.6 FT) LOWER THAN THE ROAD SURFACE.  THE STATION IS 11 M (36.1 FT)
 DP2766'NORTH OF THE CENTERLINE OF SISKIWIT LAKE ROAD, 41.2 M (135.2 FT)
 DP2766'NORTHWEST OF A POWER POLE, 14 M (45.9 FT) EAST OF THE EXTENDED CENTER
 DP2766'OF A PRIVATE DRIVE -21805-, 2.2 M (7.2 FT) SOUTH OF AN ELECTRIC FENCE
 DP2766'LINE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE
 DP2766'4X4 GUARD POSTS.
 DP2766'
 DP2766'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2766'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2772 ***********************************************************************
 DP2772  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2772  DESIGNATION -  BELL S GPS
 DP2772  PID         -  DP2772
 DP2772  STATE/COUNTY-  WI/BAYFIELD
 DP2772  COUNTRY     -  US
 DP2772  USGS QUAD   -  CORNUCOPIA (2018)
 DP2772
 DP2772                         *CURRENT SURVEY CONTROL
 DP2772  ______________________________________________________________________
 DP2772* NAD 83(2011) POSITION- 46 45 05.20528(N) 091 04 58.27887(W)   ADJUSTED
 DP2772* NAD 83(2011) ELLIP HT-   350.045 (meters)        (05/27/14)   ADJUSTED
 DP2772* NAD 83(2011) EPOCH   -  2010.00
 DP2772* NAVD 88 ORTHO HEIGHT -   381.42  (meters)     1251.4   (feet) GPS OBS
 DP2772  ______________________________________________________________________
 DP2772  GEOID HEIGHT    -        -31.374 (meters)                     GEOID18
 DP2772  NAD 83(2011) X  -    -82,738.394 (meters)                     COMP
 DP2772  NAD 83(2011) Y  - -4,377,313.035 (meters)                     COMP
 DP2772  NAD 83(2011) Z  -  4,623,131.439 (meters)                     COMP
 DP2772  LAPLACE CORR    -         -6.80  (seconds)                    DEFLEC18
 DP2772
 DP2772  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2772  Standards:
 DP2772         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2772            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2772  -------------------------------------------------------------------
 DP2772  NETWORK    0.49   0.69           0.22   0.18   0.35     -0.00449252
 DP2772  -------------------------------------------------------------------
 DP2772  Click here for local accuracies and other accuracy information.
 DP2772
 DP2772.The horizontal coordinates were established by GPS observations
 DP2772.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2772
 DP2772.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2772.been affixed to the stable North American tectonic plate. See 
 DP2772.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2772
 DP2772.The horizontal coordinates are valid at the epoch date displayed above
 DP2772.which is a decimal equivalence of Year/Month/Day.
 DP2772
 DP2772.The orthometric height was determined by GPS observations and a
 DP2772.high-resolution geoid model using precise GPS observation and
 DP2772.processing techniques.
 DP2772
 DP2772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2772.GEOID18 height accuracy estimate available here.
 DP2772
 DP2772.Click photographs - Photos may exist for this station.
 DP2772
 DP2772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2772
 DP2772.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2772
 DP2772.The ellipsoidal height was determined by GPS observations
 DP2772.and is referenced to NAD 83.
 DP2772
 DP2772. The following values were computed from the NAD 83(2011) position.
 DP2772
 DP2772;                    North         East     Units Scale Factor Converg.
 DP2772;SPC WI N     -   176,710.142   517,264.003   MT  0.99999725   -0 46 52.1
 DP2772;SPC WI N     -   579,756.52  1,697,056.98   sFT  0.99999725   -0 46 52.1
 DP2772;UTM  15      - 5,179,328.473   646,424.941   MT  0.99986353   +1 23 48.0
 DP2772
 DP2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2772!SPC WI N     -   0.99994513  x   0.99999725  =   0.99994238
 DP2772!UTM  15      -   0.99994513  x   0.99986353  =   0.99980867
 DP2772
 DP2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4642479328(NAD 83)
 DP2772
 DP2772                          SUPERSEDED SURVEY CONTROL
 DP2772
 DP2772  NAVD 88 (05/27/14)  381.43   (m)  GEOID12A model used  GPS OBS        
 DP2772
 DP2772.Superseded values are not recommended for survey control.
 DP2772
 DP2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2772.See file dsdata.pdf to determine how the superseded data were derived.
 DP2772
 DP2772_MARKER: DD = SURVEY DISK
 DP2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2772_STAMPING: BELL S GPS 2010
 DP2772_MARK LOGO: WIDT
 DP2772_PROJECTION: PROJECTING 2 CENTIMETERS
 DP2772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2772+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DP2772
 DP2772  HISTORY     - Date     Condition        Report By
 DP2772  HISTORY     - 2011     MONUMENTED       WIDT
 DP2772  HISTORY     - 20140101 GOOD             WIDT
 DP2772
 DP2772                          STATION DESCRIPTION
 DP2772
 DP2772'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2772'THE STATION IS LOCATED ABOUT 10.4 MI (16.8 KM) WEST-NORTHWEST OF
 DP2772'WASHBURN, 10.1 MI (16.3 KM) EAST-SOUTHEAST OF HERBSTER AND 7.1 MI
 DP2772'(11.5 KM) SOUTH OF CORNUCOPIA.
 DP2772'
 DP2772'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DP2772'HIGHWAY C LOCATED APPROXIMATELY 14 MI (22.5 KM) WEST-NORTHWEST OF THE
 DP2772'CITY OF BAYFIELD AND IN THE COMMUNITY OF CORNUCOPIA, GO EAST THEN
 DP2772'SOUTH ON COUNTY HIGHWAY C FOR 7.35 MI (11.8 KM) TO NORTH BOUNDARY ROAD
 DP2772'ON THE LEFT.  CONTINUE SOUTH ON COUNTY HIGHWAY C FOR 0.55 MI (0.9 KM)
 DP2772'TO FOREST ROAD 446 ON THE LEFT AND THE STATION ON THE LEFT.
 DP2772'
 DP2772'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2772'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2772'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL
 DP2772'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.4 M (47.2 FT) EAST OF
 DP2772'THE CENTERLINE OF COUNTY HIGHWAY C, 17 M (55.8 FT) NORTH OF THE CENTER
 DP2772'OF FOREST ROAD 446, 18.5 M (60.7 FT) SOUTH-SOUTHEAST OF A -SNOWMOBILE
 DP2772'CROSSING- SIGN, 12.8 M (42.0 FT) NORTH OF A -STOP- SIGN, AND LOCATED
 DP2772'IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD POSTS.
 DP2772'
 DP2772'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2772'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1568 ***********************************************************************
 NH1568  DESIGNATION -  BELLE
 NH1568  PID         -  NH1568
 NH1568  STATE/COUNTY-  WI/DANE
 NH1568  COUNTRY     -  US
 NH1568  USGS QUAD   -  VERONA (2018)
 NH1568
 NH1568                         *CURRENT SURVEY CONTROL
 NH1568  ______________________________________________________________________
 NH1568* NAD 83(1991) POSITION- 42 53 14.61261(N) 089 30 25.13302(W)   ADJUSTED
 NH1568* NAD 83(1991) ELLIP HT-   285.357 (meters)        (10/21/99)   ADJUSTED
 NH1568* NAVD 88 ORTHO HEIGHT -   319.2   (meters)     1047.    (feet) VERTCON3
 NH1568  ______________________________________________________________________
 NH1568  GEOID HEIGHT    -        -33.998 (meters)                     GEOID18
 NH1568  NAD 83(1991) X  -     40,275.852 (meters)                     COMP
 NH1568  NAD 83(1991) Y  - -4,680,511.747 (meters)                     COMP
 NH1568  NAD 83(1991) Z  -  4,318,538.521 (meters)                     COMP
 NH1568  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 NH1568  HORZ ORDER      -  THIRD
 NH1568  ELLP ORDER      -  FOURTH    CLASS I
 NH1568
 NH1568.The horizontal coordinates were established by classical geodetic methods
 NH1568.and adjusted by the National Geodetic Survey in November 1991.
 NH1568
 NH1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1568
 NH1568.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1568.GEOID18 height accuracy estimate available here.
 NH1568
 NH1568.Click photographs - Photos may exist for this station.
 NH1568
 NH1568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1568
 NH1568.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1568
 NH1568.The ellipsoidal height was determined by GPS observations
 NH1568.and is referenced to NAD 83.
 NH1568
 NH1568. The following values were computed from the NAD 83(1991) position.
 NH1568
 NH1568;                    North         East     Units Scale Factor Converg.
 NH1568;SPC WI S     -    98,700.259   640,273.208   MT  0.99997250   +0 20 19.5
 NH1568;SPC WI S     -   323,819.10  2,100,629.68   sFT  0.99997250   +0 20 19.5
 NH1568;UTM  16      - 4,751,359.086   295,282.398   MT  1.00011561   -1 42 24.3
 NH1568
 NH1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1568!SPC WI S     -   0.99995525  x   0.99997250  =   0.99992775
 NH1568!UTM  16      -   0.99995525  x   1.00011561  =   1.00007086
 NH1568
 NH1568:                Primary Azimuth Mark                     Grid Az
 NH1568:SPC WI S     -  BELLE AZ MK                              255 15 32.8
 NH1568:UTM  16      -  BELLE AZ MK                              257 18 16.6
 NH1568
 NH1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9528251359(NAD 83)
 NH1568
 NH1568|---------------------------------------------------------------------|
 NH1568| PID    Reference Object                     Distance      Geod. Az  |
 NH1568|                                                           dddmmss.s |
 NH1568| CI9006 BELLE RM 1                            7.769 METERS 18046     |
 NH1568| NH1573 BELLEVILLE W MUN STANDPIPE          APPROX. 4.6 KM 2220145.6 |
 NH1568| CI9005 BELLE AZ MK                                        2553552.3 |
 NH1568| CI9007 BELLE RM 2                            9.525 METERS 35847     |
 NH1568|---------------------------------------------------------------------|
 NH1568
 NH1568                          SUPERSEDED SURVEY CONTROL
 NH1568
 NH1568  NAD 83(1986)-  42 53 14.60523(N)    089 30 25.13572(W) AD(       ) 3
 NH1568  NAD 27      -  42 53 14.59790(N)    089 30 24.69790(W) AD(       ) 3
 NH1568  NGVD 29 (04/21/89)  319.2    (m)  RAPSU86  model used  GPS OBS        
 NH1568
 NH1568.Superseded values are not recommended for survey control.
 NH1568
 NH1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1568.See file dsdata.pdf to determine how the superseded data were derived.
 NH1568
 NH1568_MARKER: DS = TRIANGULATION STATION DISK
 NH1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1568_STAMPING: BELLE 1958
 NH1568_MARK LOGO: CGS
 NH1568_PROJECTION: FLUSH
 NH1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1568+STABILITY: SURFACE MOTION
 NH1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1568+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1988
 NH1568
 NH1568  HISTORY     - Date     Condition        Report By
 NH1568  HISTORY     - 1958     MONUMENTED       CGS
 NH1568  HISTORY     - 1958     GOOD             CGS
 NH1568  HISTORY     - 19880913 GOOD             NGS
 NH1568
 NH1568                          STATION DESCRIPTION
 NH1568
 NH1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NH1568'THE STATION IS ABOUT 2 MILES NORTHEAST OF BELLEVILLE AND 7 MILES
 NH1568'SOUTHWEST OF OREGON ON A PROMINENT KNOLL ON THE PROPERTY OF
 NH1568'MR. ROY BUTTS.  IT IS SET ABOUT 50 FEET WEST OF THE TOP OF
 NH1568'A HIGH HILL, 1 FOOT EAST OF A WIRE FENCE AND 8 FEET SOUTH OF
 NH1568'A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 NH1568'STAMPED BELLE 1958.
 NH1568'
 NH1568'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 69
 NH1568'AND 92 IN THE TOWN OF BELLEVILLE, GO NORTH ON HIGHWAY 69 FOR
 NH1568'0.3 MILE TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 NH1568'COUNTY ROAD D FOR 0.45 MILE TO A T-ROAD.  TURN LEFT AND GO
 NH1568'NORTH ON COUNTY ROAD D FOR 0.5 MILE TO A Y-FORK.  TAKE THE
 NH1568'LEFT FORK AND GO NORTH ON THE PAVED ROAD FOR 1.0 MILE TO A
 NH1568'GRAVELED ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED
 NH1568'DRIVEWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NH1568'CONTINUE EAST ON THE GRAVELED DRIVEWAY FOR 0.15 MILE TO MR.
 NH1568'BUTTS FARMHOUSE ON THE LEFT.  CONTINUE EAST THROUGH GATE ONTO
 NH1568'FARM LANE FOR 0.2 MILE TO A GATE IN PASTURE FENCE.  PASS THROUGH
 NH1568'GATE AND GO NORTHEASTERLY ACROSS THE PASTURE FOR 0.2 MILE TO A
 NH1568'NORTH-SOUTH FENCE AND THE STATION.
 NH1568'
 NH1568'REFERENCE MARK 1 IS 6 INCHES EAST OF A WIRE FENCE AND 34
 NH1568'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 NH1568'AND THE DISK IS STAMPED BELLE NO 1 1958.
 NH1568'
 NH1568'REFERENCE MARK 2 IS 6 INCHES EAST OF A WIRE FENCE AND 23
 NH1568'FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 NH1568'AND THE DISK IS STAMPED BELLE NO 2 1958.
 NH1568'
 NH1568'THE AZIMUTH MARK IS 6 INCHES NORTH OF A WIRE FENCE, 2 FEET EAST
 NH1568'OF A WHITE WITNESS POST, AND 20 FEET SOUTH OF THE CENTERLINE OF
 NH1568'A GRAVELED DRIVEWAY.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 NH1568'IS STAMPED BELLE 1958.
 NH1568'
 NH1568'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1568
 NH1568                          STATION RECOVERY (1958)
 NH1568
 NH1568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 NH1568'RECOVERED IN GOOD CONDITION.
 NH1568
 NH1568                          STATION RECOVERY (1988)
 NH1568
 NH1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NH1568'THE STATION IS LOCATED ABOUT 11.5 KM (7.15 MI) SOUTH OF VERONA, 11.0
 NH1568'KM (6.85 MI) SOUTHWEST OF OREGON, 3.5 KM (2.15 MI) NORTH-NORTHEAST OF
 NH1568'BELLEVILLE AND ON PRIVATE PROPERTY.  OWNERSHIP--LEO B. GEHIN, ROUTE 1,
 NH1568'BELLEVILLE, WI 53508, PHONE 608-424-3735.
 NH1568'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69 AND COUNTY
 NH1568'ROAD B ON THE SOUTHEAST SIDE OF PAOLI, GO SOUTH ON STATE HIGHWAY 69
 NH1568'FOR 4.0 KM (2.50 MI) TO FRENCHTOWN ROAD.  TURN LEFT AND GO EAST ON
 NH1568'FRENCHTOWN ROAD FOR 0.6 KM (0.35 MI) TO REMY ROAD.  TURN RIGHT AND GO
 NH1568'SOUTH ON REMY ROAD FOR 1.0 KM (0.60 MI) TO A GRAVELED DRIVEWAY LEFT.
 NH1568'TURN LEFT AND GO EAST ON GRAVELED DRIVE FOR 0.5 KM (0.30 MI) TO A 2
 NH1568'STORY BROWN HOUSE ON THE LEFT.  TAKE THE MIDDLE OF 3 FARM LANES EAST
 NH1568'FOR 0.64 KM (0.40 MI) TO END OF FARM LANE.  GO NORTHEAST TO TOP OF
 NH1568'HILL AND MARK ABOUT 0.2 KM (0.10 MI) FROM END OF LANE.
 NH1568'THE STATION IS A STANDARD CGS TRIANGULATION STATION MARK DISK
 NH1568'STAMPED---BELLE 1958---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 NH1568'THAT IS FLUSH TO THE GROUND.  LOCATED 6.5 M (21.3 FT) SOUTH FROM A
 NH1568'SMALL TREE WITH MANY TRUNKS, 0.8 M (2.6 FT) NORTH FROM A METAL WITNESS
 NH1568'POST AND 0.3 M (1.0 FT) WEST FROM A FIBERGLASS WITNESS POST.
 NH1568'DANE COUNTY PART II, WI, 1988.
 NH1568'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1568'DESCRIBED BY L.J. COWSERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0581 ***********************************************************************
 PO0581  DESIGNATION -  BELLE MOUND LOOKOUT
 PO0581  PID         -  PO0581
 PO0581  STATE/COUNTY-  WI/JACKSON
 PO0581  COUNTRY     -  US
 PO0581  USGS QUAD   -  MILLSTON (2018)
 PO0581
 PO0581                         *CURRENT SURVEY CONTROL
 PO0581  ______________________________________________________________________
 PO0581* NAD 83(1996) POSITION- 44 14 53.08936(N) 090 44 00.35082(W)   ADJUSTED
 PO0581  ______________________________________________________________________
 PO0581  GEOID HEIGHT    -        -33.358 (meters)                     GEOID18
 PO0581  LAPLACE CORR    -         -7.04  (seconds)                    DEFLEC18
 PO0581  HORZ ORDER      -  THIRD
 PO0581
 PO0581.The horizontal coordinates were established by classical geodetic methods
 PO0581.and adjusted by the National Geodetic Survey in March 1999.
 PO0581
 PO0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0581.GEOID18 height accuracy estimate available here.
 PO0581
 PO0581.Click photographs - Photos may exist for this station.
 PO0581
 PO0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0581
 PO0581. The following values were computed from the NAD 83(1996) position.
 PO0581
 PO0581;                    North         East     Units Scale Factor Converg.
 PO0581;SPC WI C     -    46,350.573   541,420.749   MT  1.00000036   -0 31 03.0
 PO0581;SPC WI C     -   152,068.50  1,776,311.24   sFT  1.00000036   -0 31 03.0
 PO0581;SPC WI S     -   250,010.438   541,418.274   MT  1.00004191   -0 30 14.2
 PO0581;SPC WI S     -   820,242.58  1,776,303.12   sFT  1.00004191   -0 30 14.2
 PO0581;UTM  15      - 4,901,925.403   680,962.593   MT  1.00000276   +1 34 55.1
 PO0581
 PO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8096201925(NAD 83)
 PO0581
 PO0581                          SUPERSEDED SURVEY CONTROL
 PO0581
 PO0581  NAD 83(1991)-  44 14 53.08903(N)    090 44 00.35010(W) AD(       ) 3
 PO0581  NAD 83(1986)-  44 14 53.08604(N)    090 44 00.35718(W) AD(       ) 3
 PO0581  NAD 27      -  44 14 53.22300(N)    090 43 59.85600(W) AD(       ) 3
 PO0581
 PO0581.Superseded values are not recommended for survey control.
 PO0581
 PO0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0581.See file dsdata.pdf to determine how the superseded data were derived.
 PO0581
 PO0581_MARKER: 57 = LOOKOUT TOWER
 PO0581
 PO0581  HISTORY     - Date     Condition        Report By
 PO0581  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0581
 PO0581                          STATION DESCRIPTION
 PO0581
 PO0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0581'THIS STATION IS THE CENTER OF THE BELLE MOUND FIRE LOOKOUT
 PO0581'TOWER OF THE WISCONSIN DEPARTMENT OF CONSERVATION.  IT IS A
 PO0581'STANDARD SQUARE SKELETON STEEL TOWER WITH AN ENCLOSED CABIN
 PO0581'ON TOP.  IT IS 25 FEET HIGH AND WAS ERECTED IN 1928.
 PO0581'
 PO0581'THE TOWER IS ABOUT 6-1/2 MILES SOUTHEAST OF BLACK RIVER FALLS,
 PO0581'AND ABOUT 6 MILES NORTHWEST OF MILLSTON, IN THE SW 1/4 SE 1/4
 PO0581'SEC. 34, T. 21 N., R. 3 W., ON THE HIGHEST POINT OF THE HILL
 PO0581'KNOWN AS BELLE MOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0996 ***********************************************************************
 OM0996  DESIGNATION -  BELLES
 OM0996  PID         -  OM0996
 OM0996  STATE/COUNTY-  WI/COLUMBIA
 OM0996  COUNTRY     -  US
 OM0996  USGS QUAD   -  OBSERVATORY HILL (2018)
 OM0996
 OM0996                         *CURRENT SURVEY CONTROL
 OM0996  ______________________________________________________________________
 OM0996* NAD 83(1991) POSITION- 43 37 42.52973(N) 089 17 26.04628(W)   ADJUSTED
 OM0996* NAVD 88 ORTHO HEIGHT -   321.    (meters)     1053.    (feet) SCALED
 OM0996  ______________________________________________________________________
 OM0996  GEOID HEIGHT    -        -35.798 (meters)                     GEOID18
 OM0996  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 OM0996  HORZ ORDER      -  SECOND
 OM0996
 OM0996.The horizontal coordinates were established by classical geodetic methods
 OM0996.and adjusted by the National Geodetic Survey in November 1991.
 OM0996
 OM0996.The orthometric height was scaled from a topographic map.
 OM0996
 OM0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0996.GEOID18 height accuracy estimate available here.
 OM0996
 OM0996.Click photographs - Photos may exist for this station.
 OM0996
 OM0996.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0996
 OM0996. The following values were computed from the NAD 83(1991) position.
 OM0996
 OM0996;                    North         East     Units Scale Factor Converg.
 OM0996;SPC WI S     -   181,153.242   657,250.558   MT  0.99994039   +0 29 14.8
 OM0996;SPC WI S     -   594,333.59  2,156,329.54   sFT  0.99994039   +0 29 14.8
 OM0996;UTM  16      - 4,833,159.636   315,211.233   MT  1.00002003   -1 34 51.2
 OM0996
 OM0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0996!SPC WI S     -   0.99995528  x   0.99994039  =   0.99989568
 OM0996!UTM  16      -   0.99995528  x   1.00002003  =   0.99997531
 OM0996
 OM0996:                Primary Azimuth Mark                     Grid Az
 OM0996:SPC WI S     -  PARDEE                                   182 43 37.2
 OM0996:UTM  16      -  PARDEE                                   184 47 43.2
 OM0996
 OM0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1521133159(NAD 83)
 OM0996
 OM0996|---------------------------------------------------------------------|
 OM0996| PID    Reference Object                     Distance      Geod. Az  |
 OM0996|                                                           dddmmss.s |
 OM0996| CI9009 BELLES RM 1                          25.926 METERS 09527     |
 OM0996| OM0998 PARDEE                              APPROX. 7.7 KM 1831252.0 |
 OM0996| OM1110 WYOCENA CO HOSP WATER TANK          APPROX.14.7 KM 1864918.7 |
 OM0996| OM1109 WYOCENA RAD STA KSA 411 MAST        APPROX.15.3 KM 1870914.6 |
 OM0996| CI9008 BELLES AZ MK                                       2744651.0 |
 OM0996| CI9010 BELLES RM 2                          21.842 METERS 32432     |
 OM0996|---------------------------------------------------------------------|
 OM0996
 OM0996                          SUPERSEDED SURVEY CONTROL
 OM0996
 OM0996  NAD 83(1986)-  43 37 42.52329(N)    089 17 26.05292(W) AD(       ) 2
 OM0996  NAD 27      -  43 37 42.58870(N)    089 17 25.63350(W) AD(       ) 2
 OM0996
 OM0996.Superseded values are not recommended for survey control.
 OM0996
 OM0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0996.See file dsdata.pdf to determine how the superseded data were derived.
 OM0996
 OM0996_MARKER: DS = TRIANGULATION STATION DISK
 OM0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0996_STAMPING: BELLES 1958
 OM0996_MARK LOGO: CGS
 OM0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0996+STABILITY: SURFACE MOTION
 OM0996
 OM0996  HISTORY     - Date     Condition        Report By
 OM0996  HISTORY     - 1958     MONUMENTED       CGS
 OM0996
 OM0996                          STATION DESCRIPTION
 OM0996
 OM0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0996'THE STATION IS ABOUT 1.5 MILES NORTHWEST OF BELLE FOUNTAIN, ON THE
 OM0996'SOUTH SIDE OF A GRAVELED ROAD, ON THE PROPERTY OF MR. CECIL
 OM0996'HOLMES.  IT IS IN THE N. SEC. 30 T. 13 N. R. 10 E., 37 FEET SOUTH
 OM0996'OF THE CENTERLINE OF THE GRAVELED ROAD, 29 FEET EAST OF A
 OM0996'WIRE FENCE, 25 FEET SOUTHEAST OF A 24 INCH OAK TREE WITH A
 OM0996'TRIANGULAR BLAZE ON THE NORTH SIDE, 20 FEET NORTH OF A GROUP
 OM0996'OF THREE CHERRY TREES, 12 FEET SOUTH OF A WIRE FENCE AND
 OM0996'17 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 OM0996'PROJECTS 3 INCHES AND THE DISK IS STAMPED BELLES 1958.
 OM0996'
 OM0996'TO REACH THE STATION FROM THE MILWAUKEE ROAD RAILROAD DEPOT
 OM0996'IN PARDEEVILLE, GO NORTH ON STATE HIGHWAY 22 FOR 2.3 MILES
 OM0996'TO THE JUNCTION WITH STATE HIGHWAY 33.  CONTINUE NORTH ON HIGHWAY
 OM0996'22 FOR 3.0 MILES TO ANOTHER JUNCTION WITH COUNTY HIGHWAY EE.
 OM0996'CONTINUE NORTH ON HIGHWAY 22 FOR 0.9 MILE TO A CROSSROAD.  TURN
 OM0996'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.25 MILE TO THE
 OM0996'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE GRAVELED ROAD
 OM0996'FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 OM0996'
 OM0996'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN THE TOP OF A
 OM0996'BOULDER, THAT IS 3 FEET BY 4 FEET AND PROJECTS 14 INCHES ABOVE
 OM0996'THE GROUND.  THE DISK IS STAMPED BELLES NO 1 1958.
 OM0996'
 OM0996'REFERENCE MARK 2 IS 22 FEET NORTH OF THE CENTERLINE OF THE
 OM0996'GRAVELED ROAD, 16 FEET SOUTHWEST OF A 14 INCH HICKORY TREE
 OM0996'AND 3 FEET SOUTHEAST OF A FENCE CORNER.  THE MONUMENT PROJECTS
 OM0996'3 INCHES AND THE DISK IS STAMPED BELLES NO 2 1958.
 OM0996'
 OM0996'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 OM0996'ROAD, 6 INCHES SOUTH OF A WIRE FENCE AND 1 FOOT SOUTHEAST OF A
 OM0996'WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 OM0996'IS STAMPED BELLES 1958.
 OM0996'
 OM0996'NOTE--THERE WILL HAVE TO BE A CONSIDERABLE AMOUNT OF CLEARING
 OM0996'DONE FOR THE AZIMUTH MARK TO BE V.G. TO THE STATION.
 OM0996'
 OM0996'NO MEASUREMENT WAS MADE FROM R.M. 1 TO R.M. 2, BECAUSE OF A
 OM0996'FENCE POST AND BUSHES BEING ON LINE.
 OM0996'
 OM0996'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4824 ***********************************************************************
 DG4824  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4824  DESIGNATION -  BELLEVILLE GPS
 DG4824  PID         -  DG4824
 DG4824  STATE/COUNTY-  WI/GREEN
 DG4824  COUNTRY     -  US
 DG4824  USGS QUAD   -  ATTICA (2018)
 DG4824
 DG4824                         *CURRENT SURVEY CONTROL
 DG4824  ______________________________________________________________________
 DG4824* NAD 83(2011) POSITION- 42 48 22.41091(N) 089 29 42.87545(W)   ADJUSTED
 DG4824* NAD 83(2011) ELLIP HT-   230.164 (meters)        (06/27/12)   ADJUSTED
 DG4824* NAD 83(2011) EPOCH   -  2010.00
 DG4824* NAVD 88 ORTHO HEIGHT -   264.08  (meters)      866.4   (feet) GPS OBS
 DG4824  ______________________________________________________________________
 DG4824  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4824  GEOID HEIGHT    -        -33.918 (meters)                     GEOID12A
 DG4824  GEOID HEIGHT    -        -33.908 (meters)                     GEOID18
 DG4824  NAD 83(2011) X  -     41,288.414 (meters)                     COMP
 DG4824  NAD 83(2011) Y  - -4,686,594.758 (meters)                     COMP
 DG4824  NAD 83(2011) Z  -  4,311,889.805 (meters)                     COMP
 DG4824  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 DG4824
 DG4824  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4824  Standards:
 DG4824         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4824            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4824  -------------------------------------------------------------------
 DG4824  NETWORK    0.31   0.41           0.14   0.11   0.21      0.03384920
 DG4824  -------------------------------------------------------------------
 DG4824  Click here for local accuracies and other accuracy information.
 DG4824
 DG4824.The horizontal coordinates were established by GPS observations
 DG4824.and adjusted by the National Geodetic Survey in June 2012.
 DG4824
 DG4824.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4824.been affixed to the stable North American tectonic plate. See 
 DG4824.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4824
 DG4824.The horizontal coordinates are valid at the epoch date displayed above
 DG4824.which is a decimal equivalence of Year/Month/Day.
 DG4824
 DG4824.The orthometric height was determined by GPS observations and a
 DG4824.high-resolution geoid model using precise GPS observation and
 DG4824.processing techniques.
 DG4824
 DG4824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4824.GEOID18 height accuracy estimate available here.
 DG4824
 DG4824.Click photographs - Photos may exist for this station.
 DG4824
 DG4824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4824
 DG4824.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4824
 DG4824.The ellipsoidal height was determined by GPS observations
 DG4824.and is referenced to NAD 83.
 DG4824
 DG4824. The following values were computed from the NAD 83(2011) position.
 DG4824
 DG4824;                    North         East     Units Scale Factor Converg.
 DG4824;SPC WI S     -    89,689.512   641,286.634   MT  0.99998610   +0 20 48.6
 DG4824;SPC WI S     -   294,256.34  2,103,954.57   sFT  0.99998610   +0 20 48.6
 DG4824;UTM  16      - 4,742,316.705   295,973.850   MT  1.00011214   -1 41 46.2
 DG4824
 DG4824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4824!SPC WI S     -   0.99996391  x   0.99998610  =   0.99995001
 DG4824!UTM  16      -   0.99996391  x   1.00011214  =   1.00007604
 DG4824
 DG4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9597342316(NAD 83)
 DG4824
 DG4824                          SUPERSEDED SURVEY CONTROL
 DG4824
 DG4824  NAD 83(2007)-  42 48 22.41096(N)    089 29 42.87638(W) AD(2002.00) 0
 DG4824  ELLIP H (02/10/07)  230.194  (m)                       GP(2002.00)    
 DG4824  NAD 83(1997)-  42 48 22.41071(N)    089 29 42.87668(W) AD(       ) 1
 DG4824  ELLIP H (04/02/04)  230.213  (m)                       GP(       ) 4 1
 DG4824  NAVD 88 (07/26/07)  264.06   (m)  UNKNOWN  model used  GPS OBS        
 DG4824  NAVD 88 (04/02/04)  264.03   (m)  GEOID03  model used  GPS OBS        
 DG4824
 DG4824.Superseded values are not recommended for survey control.
 DG4824
 DG4824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4824.See file dsdata.pdf to determine how the superseded data were derived.
 DG4824
 DG4824_MARKER: DD = SURVEY DISK
 DG4824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4824_STAMPING: BELLEVILLE GPS 2002
 DG4824_MARK LOGO: WIDT
 DG4824_PROJECTION: FLUSH
 DG4824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4824+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 DG4824
 DG4824  HISTORY     - Date     Condition        Report By
 DG4824  HISTORY     - 2001     MONUMENTED       WIDT
 DG4824  HISTORY     - 20040416 GOOD             USPSQD
 DG4824  HISTORY     - 20070917 GOOD             WIDT
 DG4824
 DG4824                          STATION DESCRIPTION
 DG4824
 DG4824'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4824'THE STATION IS LOCATED ABOUT 16 KM WEST NORTHWEST OF EVANSVILLE, 11 KM
 DG4824'SOUTHWEST OF BROOKLYN, AND 7 KM SOUTHEAST OF BELLEVILLE.
 DG4824'OWNERSHIP--GREEN COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DG4824'STATE HIGHWAY 92 WITH STATE ROAD 104 (RUTLAND AVENUE), IN THE VILLAGE
 DG4824'OF BROOKLYN, GO WEST ON STATE HIGHWAY 92 FOR 12.8 KM TO COUNTY HIGHWAY
 DG4824'X, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY X FOR 1.4 KM TO PERNOT
 DG4824'ROAD ON THE RIGHT, CONTINUE SOUTH AND THEN EAST ON COUNTY HIGHWAY X
 DG4824'FOR 1.0 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DG4824'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DG4824'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DG4824'OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 8.3
 DG4824'M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY X, 36.6 M WEST NORTHWEST
 DG4824'OF POWER POLE --4-8-24 30/25--, 31.4 M EAST OF A METAL POST FOR
 DG4824'--TELEPHONE CABLE UNDERGROUND-- SIGN, AND 2 M SOUTH OF A CULTIVATED
 DG4824'FIELD.  ---NOTE---THE STATION IS EAST, WEST AND SOUTH OF THREE ORANGE
 DG4824'4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4824'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4824
 DG4824                          STATION RECOVERY (2004)
 DG4824
 DG4824'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4824'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.05 MILE
 DG4824'WEST OF THE DRIVEWAY TO --N8326 CTH X--.
 DG4824
 DG4824                          STATION RECOVERY (2007)
 DG4824
 DG4824'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4824'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8.9 M EAST OF THE
 DG4824'CENTERLINE OF A FIELD ENTRANCE AND 5.6 M EAST OF THE TOP CENTER OF THE
 DG4824'EAST END OF A 60 CM DIAMETER METAL PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1573 ***********************************************************************
 NH1573  DESIGNATION -  BELLEVILLE W MUN STANDPIPE
 NH1573  PID         -  NH1573
 NH1573  STATE/COUNTY-  WI/DANE
 NH1573  COUNTRY     -  US
 NH1573  USGS QUAD   -  BELLEVILLE (2018)
 NH1573
 NH1573                         *CURRENT SURVEY CONTROL
 NH1573  ______________________________________________________________________
 NH1573* NAD 83(1991) POSITION- 42 51 24.50171(N) 089 32 40.00504(W)   ADJUSTED
 NH1573  ______________________________________________________________________
 NH1573  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 NH1573  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 NH1573  HORZ ORDER      -  THIRD
 NH1573
 NH1573.The horizontal coordinates were established by classical geodetic methods
 NH1573.and adjusted by the National Geodetic Survey in November 1991.
 NH1573
 NH1573.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1573.GEOID18 height accuracy estimate available here.
 NH1573
 NH1573.Click photographs - Photos may exist for this station.
 NH1573
 NH1573.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1573
 NH1573. The following values were computed from the NAD 83(1991) position.
 NH1573
 NH1573;                    North         East     Units Scale Factor Converg.
 NH1573;SPC WI S     -    95,285.142   637,231.443   MT  0.99997740   +0 18 46.8
 NH1573;SPC WI S     -   312,614.67  2,090,650.16   sFT  0.99997740   +0 18 46.8
 NH1573;UTM  16      - 4,748,054.190   292,120.241   MT  1.00013167   -1 43 52.6
 NH1573
 NH1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9212048054(NAD 83)
 NH1573
 NH1573                          SUPERSEDED SURVEY CONTROL
 NH1573
 NH1573  NAD 83(1986)-  42 51 24.49452(N)    089 32 40.00653(W) AD(       ) 3
 NH1573  NAD 27      -  42 51 24.48500(N)    089 32 39.56800(W) AD(       ) 3
 NH1573
 NH1573.Superseded values are not recommended for survey control.
 NH1573
 NH1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1573.See file dsdata.pdf to determine how the superseded data were derived.
 NH1573
 NH1573_MARKER: 52 = STANDPIPE TANK
 NH1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH1573+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2002
 NH1573
 NH1573  HISTORY     - Date     Condition        Report By
 NH1573  HISTORY     - 1958     FIRST OBSERVED   CGS
 NH1573  HISTORY     - 20021227 GOOD             USPSQD
 NH1573
 NH1573                          STATION DESCRIPTION
 NH1573
 NH1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NH1573'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE LOCATED
 NH1573'ABOUT 0.3 MILE WEST OF THE TOWN OF BELLEVILLE AND A FEW FEET WEST
 NH1573'OF AN OLD STANDPIPE.  THE STANDPIPE IS A SELF-SUPPORTING STEEL
 NH1573'STRUCTURE PAINTED ORANGE WITH THE LEGEND BELLEVILLE IN BLACK
 NH1573'LETTERS ON THE NORTHEAST SIDE.  THE HEIGHT IS ABOUT 70 FEET AND
 NH1573'THE DIAMETER IS ABOUT 55 FEET.
 NH1573
 NH1573                          STATION RECOVERY (2002)
 NH1573
 NH1573'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1573'RECOVERED IN GOOD CONDITION.  A STANDPIPE OF STEEL CONSTRUCTION AND
 NH1573'PAINTED LIGHT BLUE WITH THE WORD BELLEVILLE PRINTED IN BLACK LETTERS
 NH1573'ON THE EAST SIDE. IT IS HIDDEN BY TREES TO THE NORTH AND EAST AND
 NH1573'SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0075 ***********************************************************************
 PM0075  DESIGNATION -  BELLEVUE AZ MK
 PM0075  PID         -  PM0075
 PM0075  STATE/COUNTY-  WI/BROWN
 PM0075  COUNTRY     -  US
 PM0075  USGS QUAD   -  BELLEVUE (2018)
 PM0075
 PM0075                         *CURRENT SURVEY CONTROL
 PM0075  ______________________________________________________________________
 PM0075* NAD 83(1986) POSITION- 44 26 44.70   (N) 087 55 34.43   (W)   HD_HELD1
 PM0075* NAVD 88 ORTHO HEIGHT -   228.399 (meters)      749.34  (feet) ADJUSTED
 PM0075  ______________________________________________________________________
 PM0075  GEOID HEIGHT    -        -36.156 (meters)                     GEOID18
 PM0075  DYNAMIC HEIGHT  -        228.369 (meters)      749.24  (feet) COMP
 PM0075  MODELED GRAVITY -    980,479.9   (mgal)                       NAVD 88
 PM0075
 PM0075  VERT ORDER      -  FIRST     CLASS 0
 PM0075
 PM0075.The horizontal coordinates were determined by differentially corrected
 PM0075.hand held GPS observations or other comparable positioning techniques
 PM0075.and have an estimated accuracy of +/- 3 meters.
 PM0075
 PM0075.The orthometric height was determined by differential leveling and
 PM0075.adjusted by the NATIONAL GEODETIC SURVEY
 PM0075.in June 1991.
 PM0075
 PM0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0075.GEOID18 height accuracy estimate available here.
 PM0075
 PM0075.Click photographs - Photos may exist for this station.
 PM0075
 PM0075.The dynamic height is computed by dividing the NAVD 88
 PM0075.geopotential number by the normal gravity value computed on the
 PM0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0075.degrees latitude (g = 980.6199 gals.).
 PM0075
 PM0075.The modeled gravity was interpolated from observed gravity values.
 PM0075
 PM0075;                    North         East    Units  Estimated Accuracy
 PM0075;SPC WI C     -    70,158.2     765,055.7     MT  (+/- 3 meters HH1 GPS) 
 PM0075
 PM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2629821800(NAD 83)
 PM0075
 PM0075                          SUPERSEDED SURVEY CONTROL
 PM0075
 PM0075  NGVD 29 (??/??/92)  228.34   (m)          749.1    (f) COMPUTED    1 0
 PM0075
 PM0075.Superseded values are not recommended for survey control.
 PM0075
 PM0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0075.See file dsdata.pdf to determine how the superseded data were derived.
 PM0075
 PM0075_MARKER: DZ = AZIMUTH MARK DISK
 PM0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0075_STAMPING: BELLEVUE 1953
 PM0075_MARK LOGO: CGS
 PM0075_PROJECTION: PROJECTING 5 CENTIMETERS
 PM0075_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0075+STABILITY: SURFACE MOTION
 PM0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0075+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2021
 PM0075
 PM0075  HISTORY     - Date     Condition        Report By
 PM0075  HISTORY     - 1953     MONUMENTED       CGS
 PM0075  HISTORY     - 1972     GOOD             NGS
 PM0075  HISTORY     - 19940510 GOOD             WI-009
 PM0075  HISTORY     - 20010331 GOOD             NGS
 PM0075  HISTORY     - 20021111 GOOD             USPSQD
 PM0075  HISTORY     - 20040308 GOOD             USPSQD
 PM0075  HISTORY     - 20050808 GOOD             WIDT
 PM0075  HISTORY     - 20080911 GOOD             WIDT
 PM0075  HISTORY     - 20210926 GOOD             USPSQD
 PM0075
 PM0075                          STATION DESCRIPTION
 PM0075
 PM0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0075'0.3 MI NW FROM BELLEVUE.
 PM0075'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 141 FROM THE JUNCTION
 PM0075'OF STATE HIGHWAY 29 AT BELLEVUE, ON THE TOP OF A CUT, 92 1/2
 PM0075'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 102 FEET
 PM0075'WEST OF THE SOUTH CORNER OF A METAL BUILDING, 41 FEET SOUTHEAST
 PM0075'OF A POWER POLE BRACED BY GUY WIRES AND SUPPORTING TWO TRANSFORMERS,
 PM0075'1 FOOT NORTHWEST OF A METAL WITNESS POST, 15 FEET ABOVE THE LEVEL
 PM0075'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 PM0075'INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 23, T 23N, R21E.
 PM0075'NOTE-- POST IS CHIPPED ON ALL SIDES BUT SOLID IN THE GROUND.
 PM0075
 PM0075                          STATION RECOVERY (1994)
 PM0075
 PM0075'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0075'RECOVERED AS DESCRIBED.  POWER POLE SUPPORTING TRANSFORMERS IS NO
 PM0075'LONGER THERE.
 PM0075
 PM0075                          STATION RECOVERY (2001)
 PM0075
 PM0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0075'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0075
 PM0075                          STATION RECOVERY (2002)
 PM0075
 PM0075'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0075'RECOVERED IN GOOD CONDITION.  POWER POLE BRACED BY GUY WIRES IS NO
 PM0075'LONGER PRESENT.  STATION IS ABOUT 0.1 MILE SOUTHEAST OF GLENMORE RD.
 PM0075'AND ONTARIO STREET ALONG HIGHWAY 141.  IT IS 75 FEET NORTHEAST OF THE
 PM0075'SOUTHEAST END OF A STEEL GUARD RAIL ON TOP OF A CUT.
 PM0075
 PM0075                          STATION RECOVERY (2004)
 PM0075
 PM0075'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0075'RECOVERED IN GOOD CONDITION.
 PM0075
 PM0075                          STATION RECOVERY (2005)
 PM0075
 PM0075'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0075'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PM0075
 PM0075                          STATION RECOVERY (2008)
 PM0075
 PM0075'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0075'RECOVERED AS DESCRIBED.
 PM0075
 PM0075                          STATION RECOVERY (2021)
 PM0075
 PM0075'RECOVERY NOTE BY US POWER SQUADRON 2021 (OJB)
 PM0075'LOCATED NEAR FAR SOUTH END OF PARKING LOT OF THE BUSINESS AT 3131 MAIN
 PM0075'STREET, GOING TOWARD GUARD RAILS AND BEHIND BELLEVUE LION'S CLUB SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6339 ***********************************************************************
 DF6339  DESIGNATION -  BELLEVUE RESET
 DF6339  PID         -  DF6339
 DF6339  STATE/COUNTY-  WI/BROWN
 DF6339  COUNTRY     -  US
 DF6339  USGS QUAD   -  BELLEVUE (2018)
 DF6339
 DF6339                         *CURRENT SURVEY CONTROL
 DF6339  ______________________________________________________________________
 DF6339* NAD 83(1991) POSITION- 44 26 33.54488(N) 087 55 19.02350(W)   ADJUSTED
 DF6339* NAVD 88 ORTHO HEIGHT -   230.017 (meters)      754.65  (feet) ADJUSTED
 DF6339  ______________________________________________________________________
 DF6339  GEOID HEIGHT    -        -36.152 (meters)                     GEOID18
 DF6339  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 DF6339  DYNAMIC HEIGHT  -        229.987 (meters)      754.55  (feet) COMP
 DF6339  MODELED GRAVITY -    980,479.4   (mgal)                       NAVD 88
 DF6339
 DF6339  HORZ ORDER      -  SECOND
 DF6339  VERT ORDER      -  SECOND    CLASS I
 DF6339
 DF6339.The horizontal coordinates were established by classical geodetic methods
 DF6339.and adjusted by the National Geodetic Survey in November 1991.
 DF6339
 DF6339.The orthometric height was determined by differential leveling and
 DF6339.adjusted by the WI DEPT OF TRANSP
 DF6339.in May 2012.
 DF6339
 DF6339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6339.GEOID18 height accuracy estimate available here.
 DF6339
 DF6339.Click photographs - Photos may exist for this station.
 DF6339
 DF6339.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6339
 DF6339.The dynamic height is computed by dividing the NAVD 88
 DF6339.geopotential number by the normal gravity value computed on the
 DF6339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6339.degrees latitude (g = 980.6199 gals.).
 DF6339
 DF6339.The modeled gravity was interpolated from observed gravity values.
 DF6339
 DF6339. The following values were computed from the NAD 83(1991) position.
 DF6339
 DF6339;                    North         East     Units Scale Factor Converg.
 DF6339;SPC WI C     -    69,822.717   765,405.090   MT  0.99996916   +1 27 58.4
 DF6339;SPC WI C     -   229,076.70  2,511,166.53   sFT  0.99996916   +1 27 58.4
 DF6339;UTM  16      - 4,921,452.379   426,635.097   MT  0.99966619   -0 38 44.1
 DF6339
 DF6339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6339!SPC WI C     -   0.99996960  x   0.99996916  =   0.99993876
 DF6339!UTM  16      -   0.99996960  x   0.99966619  =   0.99963580
 DF6339
 DF6339:                Primary Azimuth Mark                     Grid Az
 DF6339:SPC WI C     -  BELLEVUE AZ MK                           313 50 50.8
 DF6339:UTM  16      -  BELLEVUE AZ MK                           315 57 33.3
 DF6339
 DF6339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2663521452(NAD 83)
 DF6339
 DF6339|---------------------------------------------------------------------|
 DF6339| PID    Reference Object                     Distance      Geod. Az  |
 DF6339|                                                           dddmmss.s |
 DF6339| PM0076 BELLEVUE RM 1                        25.436 METERS 01335     |
 DF6339| PM0078 BELLEVUE RM 2                        28.308 METERS 12615     |
 DF6339| PM0075 BELLEVUE AZ MK                                     3151849.2 |
 DF6339|---------------------------------------------------------------------|
 DF6339
 DF6339                          SUPERSEDED SURVEY CONTROL
 DF6339
 DF6339  NAD 83(1986)-  44 26 33.53649(N)    087 55 19.01129(W) AD(       ) 2
 DF6339  NAD 27      -  44 26 33.56000(N)    087 55 18.65900(W) AD(       ) 2
 DF6339
 DF6339.Superseded values are not recommended for survey control.
 DF6339
 DF6339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6339.See file dsdata.pdf to determine how the superseded data were derived.
 DF6339
 DF6339_MARKER: DH = HORIZONTAL CONTROL DISK
 DF6339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6339_STAMPING: BELLEVUE 1953 1985
 DF6339_MARK LOGO: NGS
 DF6339_PROJECTION: FLUSH
 DF6339_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6339+STABILITY: SURFACE MOTION
 DF6339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6339+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2008
 DF6339
 DF6339  HISTORY     - Date     Condition        Report By
 DF6339  HISTORY     - 1985     MONUMENTED       NGS
 DF6339  HISTORY     - 20010331 GOOD             NGS
 DF6339  HISTORY     - 20021111 GOOD             USPSQD
 DF6339  HISTORY     - 20040308 GOOD             USPSQD
 DF6339  HISTORY     - 20050808 GOOD             WIDT
 DF6339  HISTORY     - 20080911 GOOD             WIDT
 DF6339
 DF6339                          STATION DESCRIPTION
 DF6339
 DF6339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DF6339'THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  A NEW
 DF6339'SURFACE MONUMENT WAS SET ATOP THIS MARK.  REFERENCE MARK ONE WAS
 DF6339'RECOVERED IN GOOD CONDITION ALSO.  THE DISTANCE TO THIS MARK CHECKED
 DF6339'THE OLD DATA.  REFERENCE MARK 2 WAS RECOVERED TO HAVE BEEN HIT BY
 DF6339'MACHINERY AND THE DISTANCE NOR THE ANGLE BETWEEN THE REFERENCE MARKS
 DF6339'CHECKED THE OLD DATA.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 DF6339'CONDITION, BUT IS NOW BLOCKED BY TREES.  A NEW AZIMUTH MARK 2 WAS
 DF6339'ESTABLISHED AT THIS TIME.  THE DESCRIPTION FOR THIS STATION IS STILL
 DF6339'ADEQUATE.
 DF6339'
 DF6339'THE STATION IS A STANDARD NGS DISK STAMPED--BELLEVUE 1953 1985--, SET
 DF6339'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 10 INCHES IN
 DF6339'DIAMETER, FLUSH WITH GROUND.  LOCATED 27.127 M (88.999 FT) S FROM THE
 DF6339'CENTERLINE OF STATE HIGHWAY 29, 20.726 M (67.999 FT) NE FROM THE
 DF6339'CENTERLINE OF US HIGHWAY 141, 7.620 M (25.000 FT) N FROM A 24 INCH
 DF6339'MANHOLE COVER AND 15.850 M (52.001 FT) ESE FROM THE SOUTH END OF A 24
 DF6339'INCH CONCRETE CULVERT UNDER HIGHWAY 29.  THE UNDERGROUND MARK IS A
 DF6339'STANDARD NGS DISK STAMPED--BELLEVUE 1953--, SET INTO AN IRREGULAR MASS
 DF6339'OF CONCRETE 0.9 M (3.0 FT) BELOW THE SURFACE. REFERENCE MARK NO 1 IS A
 DF6339'STANDARD NGS DISK STAMPED--BELLEVUE NO 1 1953--, SET INTO THE TOP OF A
 DF6339'SQUARE CONCRETE MONUMENT 36 CM (12 IN) ON SIDE, PROJECTING 12 CM (4
 DF6339'INCHES) ABOVE THE GROUND.  LOCATED 47.031 M (154.301 FT) SW FROM A
 DF6339'UTILITY POLE, 13.990 M (45.899 FT) SE FROM THE CENTERLINE OF STATE
 DF6339'HIGHWAY 29, 0.152 M (0.499 FT) SW FROM A WITNESS POST AND 0.3 M (1.0
 DF6339'FT) ABOVE THE LEVEL OF STATION. REFERENCE MARK NO 2 IS A STANDARD NGS
 DF6339'DISK STAMPED--BELLEVUE NO 2 1953--, SET INTO THE TOP OF A SQUARE
 DF6339'CONCRETE MONUMENT 36 CM (12 IN) ON SIDE PROJECTING 12 CM (4 INCHES)
 DF6339'ABOVE THE GROUND.  LOCATED 23.927 M (78.500 FT) NW FROM A UTILITY
 DF6339'POLE, 25.085 M (82.300 FT) NE FROM THE CENTER LINE OF HIGHWAY 141,
 DF6339'0.152 M (0.499 FT) NW FROM A WITNESS POST AND 0.3 M (1.0 FT) ABOVE THE
 DF6339'STATION.  NOTE- PART OF MONUMENT BEEN CHIPPED AWAY BUT SOLID IN
 DF6339'GROUND.  IT APPEARS THIS MARK BEEN HIT BY MACHINERY.  AZIMUTH MARK NO
 DF6339'2 IS A STANDARD NGS DISK STAMPED--BELLEVUE 1953 NO 2 1985--, CEMENTED
 DF6339'IN A DRILL HOLE IN THE CONCRETE ISLE AT THE JUNCTION OF COUNTY ROAD MM
 DF6339'AND US HIGHWAY 141 LOCATED 13.868 M (45.499 FT) SW FROM THE CENTERLINE
 DF6339'OF HIGHWAY 141, 0.732 M (2.402 FT) SW FROM A WITNESS POST AND 8.839 M
 DF6339'(28.999 FT) SE FROM THE CENTERLINE OF COUNTY ROUTE MM SOUTH.  TO REACH
 DF6339'THE AZIMUTH MARK FROM THE STATION GO SOUTH ON HIGHWAY 141 FOR 0.3 MI
 DF6339'(0.5 KM) TO THE JUNCTION OF COUNTY ROAD MM AND THE MARK SET IN THE
 DF6339'CENTER ISLE IN HIGHWAY MM.
 DF6339
 DF6339                          STATION RECOVERY (2001)
 DF6339
 DF6339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DF6339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DF6339
 DF6339                          STATION RECOVERY (2002)
 DF6339
 DF6339'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 DF6339'THE STATION, RM 1, RM 2 AND AZIMUTH MARK WERE ALL RECOVERED IN GOOD
 DF6339'CONDITION.
 DF6339
 DF6339                          STATION RECOVERY (2004)
 DF6339
 DF6339'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6339'RECOVERED IN GOOD CONDITION.
 DF6339
 DF6339                          STATION RECOVERY (2005)
 DF6339
 DF6339'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 DF6339'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DF6339
 DF6339                          STATION RECOVERY (2008)
 DF6339
 DF6339'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DF6339'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0076 ***********************************************************************
 PM0076  DESIGNATION -  BELLEVUE RM 1
 PM0076  PID         -  PM0076
 PM0076  STATE/COUNTY-  WI/BROWN
 PM0076  COUNTRY     -  US
 PM0076  USGS QUAD   -  BELLEVUE (2018)
 PM0076
 PM0076                         *CURRENT SURVEY CONTROL
 PM0076  ______________________________________________________________________
 PM0076* NAD 83(1986) POSITION- 44 26 34.35   (N) 087 55 18.75   (W)   HD_HELD1
 PM0076* NAVD 88 ORTHO HEIGHT -   230.148 (meters)      755.08  (feet) ADJUSTED
 PM0076  ______________________________________________________________________
 PM0076  GEOID HEIGHT    -        -36.152 (meters)                     GEOID18
 PM0076  DYNAMIC HEIGHT  -        230.118 (meters)      754.98  (feet) COMP
 PM0076  MODELED GRAVITY -    980,479.4   (mgal)                       NAVD 88
 PM0076
 PM0076  VERT ORDER      -  FIRST     CLASS 0
 PM0076
 PM0076.The horizontal coordinates were determined by differentially corrected
 PM0076.hand held GPS observations or other comparable positioning techniques
 PM0076.and have an estimated accuracy of +/- 3 meters.
 PM0076
 PM0076.The orthometric height was determined by differential leveling and
 PM0076.adjusted by the NATIONAL GEODETIC SURVEY
 PM0076.in June 1991.
 PM0076
 PM0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0076.GEOID18 height accuracy estimate available here.
 PM0076
 PM0076.Click photographs - Photos may exist for this station.
 PM0076
 PM0076.The dynamic height is computed by dividing the NAVD 88
 PM0076.geopotential number by the normal gravity value computed on the
 PM0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0076.degrees latitude (g = 980.6199 gals.).
 PM0076
 PM0076.The modeled gravity was interpolated from observed gravity values.
 PM0076
 PM0076;                    North         East    Units  Estimated Accuracy
 PM0076;SPC WI C     -    69,847.7     765,410.5     MT  (+/- 3 meters HH1 GPS) 
 PM0076
 PM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2664121477(NAD 83)
 PM0076
 PM0076                          SUPERSEDED SURVEY CONTROL
 PM0076
 PM0076  NGVD 29 (??/??/92)  230.09   (m)          754.9    (f) COMPUTED    1 0
 PM0076
 PM0076.Superseded values are not recommended for survey control.
 PM0076
 PM0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0076.See file dsdata.pdf to determine how the superseded data were derived.
 PM0076
 PM0076_MARKER: DR = REFERENCE MARK DISK
 PM0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0076_STAMPING: BELLEVUE NO 1 1953
 PM0076_MARK LOGO: CGS
 PM0076_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0076+STABILITY: SURFACE MOTION
 PM0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0076+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2021
 PM0076
 PM0076  HISTORY     - Date     Condition        Report By
 PM0076  HISTORY     - 1953     MONUMENTED       CGS
 PM0076  HISTORY     - 1972     GOOD             NGS
 PM0076  HISTORY     - 19940510 GOOD             WI-009
 PM0076  HISTORY     - 20010331 GOOD             NGS
 PM0076  HISTORY     - 20010806 GOOD             NGS
 PM0076  HISTORY     - 20021111 GOOD             USPSQD
 PM0076  HISTORY     - 20040308 GOOD             USPSQD
 PM0076  HISTORY     - 20050808 GOOD             WIDT
 PM0076  HISTORY     - 20210926 GOOD             USPSQD
 PM0076
 PM0076                          STATION DESCRIPTION
 PM0076
 PM0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0076'AT BELLEVUE.
 PM0076'AT BELLEVUE, AT THE JUNCTION OF U.S. HIGHWAY 141 AND STATE HIGHWAY
 PM0076'29, 141 FEET NORTHEAST OF THE CENTER LINE OF THE U.S. HIGHWAY, 46
 PM0076'FEET SOUTHEAST OF THE CENTER LINE OF THE STATE HIGHWAY, 83.4 FEET
 PM0076'NORTHEAST OF THE STATION MARK DESCRIBED, 146.5 FEET NORTHWEST OF
 PM0076'RM 2 DESCRIBED, ABOUT LEVEL WITH THE U.S. HIGHWAY AND SET IN THE
 PM0076'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 PM0076'GROUND.  SECTION 26, T 23N, R 21E
 PM0076
 PM0076                          STATION RECOVERY (1994)
 PM0076
 PM0076'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0076'RECOVERED AS DESCRIBED.
 PM0076
 PM0076                          STATION RECOVERY (2001)
 PM0076
 PM0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0076'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0076
 PM0076                          STATION RECOVERY (2001)
 PM0076
 PM0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0076'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0076
 PM0076                          STATION RECOVERY (2002)
 PM0076
 PM0076'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0076'RECOVERED IN GOOD CONDITION.
 PM0076
 PM0076                          STATION RECOVERY (2004)
 PM0076
 PM0076'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0076'RECOVERED IN GOOD CONDITION.
 PM0076
 PM0076                          STATION RECOVERY (2005)
 PM0076
 PM0076'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0076'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PM0076
 PM0076                          STATION RECOVERY (2021)
 PM0076
 PM0076'RECOVERY NOTE BY US POWER SQUADRON 2021 (OJB)
 PM0076'AT THE INTERSECTION OF HWYS 29/141, ABOUT 20 FT (6.1 M) OFF THE SIDE
 PM0076'OF HIGHWAY 29, SITUATED BETWEEN 3223 MAIN STREET (DANCE ACADEMY
 PM0076'BUILDING) AND 3257 MAIN STREET (OFFICE BUILDING).  LOCATED ABOUT 200
 PM0076'FT (61.0 M) FROM PM0078.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0078 ***********************************************************************
 PM0078  DESIGNATION -  BELLEVUE RM 2
 PM0078  PID         -  PM0078
 PM0078  STATE/COUNTY-  WI/BROWN
 PM0078  COUNTRY     -  US
 PM0078  USGS QUAD   -  BELLEVUE (2018)
 PM0078
 PM0078                         *CURRENT SURVEY CONTROL
 PM0078  ______________________________________________________________________
 PM0078* NAD 83(1986) POSITION- 44 26 33.00   (N) 087 55 17.99   (W)   HD_HELD1
 PM0078* NAVD 88 ORTHO HEIGHT -   230.448 (meters)      756.06  (feet) ADJUSTED
 PM0078  ______________________________________________________________________
 PM0078  GEOID HEIGHT    -        -36.151 (meters)                     GEOID18
 PM0078  DYNAMIC HEIGHT  -        230.417 (meters)      755.96  (feet) COMP
 PM0078  MODELED GRAVITY -    980,479.4   (mgal)                       NAVD 88
 PM0078
 PM0078  VERT ORDER      -  FIRST     CLASS 0
 PM0078
 PM0078.The horizontal coordinates were determined by differentially corrected
 PM0078.hand held GPS observations or other comparable positioning techniques
 PM0078.and have an estimated accuracy of +/- 3 meters.
 PM0078
 PM0078.The orthometric height was determined by differential leveling and
 PM0078.adjusted by the NATIONAL GEODETIC SURVEY
 PM0078.in June 1991.
 PM0078
 PM0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0078.GEOID18 height accuracy estimate available here.
 PM0078
 PM0078.Click photographs - Photos may exist for this station.
 PM0078
 PM0078.The dynamic height is computed by dividing the NAVD 88
 PM0078.geopotential number by the normal gravity value computed on the
 PM0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0078.degrees latitude (g = 980.6199 gals.).
 PM0078
 PM0078.The modeled gravity was interpolated from observed gravity values.
 PM0078
 PM0078;                    North         East    Units  Estimated Accuracy
 PM0078;SPC WI C     -    69,806.5     765,428.4     MT  (+/- 3 meters HH1 GPS) 
 PM0078
 PM0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2665721435(NAD 83)
 PM0078
 PM0078                          SUPERSEDED SURVEY CONTROL
 PM0078
 PM0078  NGVD 29 (??/??/92)  230.39   (m)          755.9    (f) COMPUTED    1 0
 PM0078
 PM0078.Superseded values are not recommended for survey control.
 PM0078
 PM0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0078.See file dsdata.pdf to determine how the superseded data were derived.
 PM0078
 PM0078_MARKER: DR = REFERENCE MARK DISK
 PM0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0078_STAMPING: BELLEVUE NO 2 1953
 PM0078_MARK LOGO: CGS
 PM0078_PROJECTION: FLUSH
 PM0078_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0078+STABILITY: SURFACE MOTION
 PM0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0078+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2021
 PM0078
 PM0078  HISTORY     - Date     Condition        Report By
 PM0078  HISTORY     - 1953     MONUMENTED       CGS
 PM0078  HISTORY     - 1972     GOOD             NGS
 PM0078  HISTORY     - 19940510 GOOD             WI-009
 PM0078  HISTORY     - 20010331 GOOD             NGS
 PM0078  HISTORY     - 20010806 GOOD             NGS
 PM0078  HISTORY     - 20021111 GOOD             USPSQD
 PM0078  HISTORY     - 20040308 GOOD             USPSQD
 PM0078  HISTORY     - 20050808 GOOD             WIDT
 PM0078  HISTORY     - 20210926 GOOD             USPSQD
 PM0078
 PM0078                          STATION DESCRIPTION
 PM0078
 PM0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0078'AT BELLEVUE.
 PM0078'AT BELLEVUE, AT THE JUNCTION OF U.S. HIGHWAY 141 AND STATE HIGHWAY
 PM0078'29, 83 FEET NORTHEAST OF THE CENTER LINE OF THE U.S. HIGHWAY, 92.8
 PM0078'FEET SOUTHEAST OF THE STATION MARK DESCRIBED, 146.5 FEET SOUTHEAST
 PM0078'OF RM 1 DESCRIBED, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 PM0078'OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  SECTION 26,
 PM0078'T 23N, R 21E
 PM0078
 PM0078                          STATION RECOVERY (1994)
 PM0078
 PM0078'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0078'RECOVERED AS DESCRIBED.
 PM0078
 PM0078                          STATION RECOVERY (2001)
 PM0078
 PM0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0078
 PM0078                          STATION RECOVERY (2001)
 PM0078
 PM0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0078
 PM0078                          STATION RECOVERY (2002)
 PM0078
 PM0078'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0078'RECOVERED IN GOOD CONDITION.
 PM0078
 PM0078                          STATION RECOVERY (2004)
 PM0078
 PM0078'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0078'RECOVERED IN GOOD CONDITION.
 PM0078
 PM0078                          STATION RECOVERY (2005)
 PM0078
 PM0078'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0078'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PM0078
 PM0078                          STATION RECOVERY (2021)
 PM0078
 PM0078'RECOVERY NOTE BY US POWER SQUADRON 2021 (OJB)
 PM0078'ABOUT 200 FT (61.0 M) FROM PM0076 AND CLOSE TO THE INTERSECTION OF
 PM0078'HWYS 129/141.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5248 ***********************************************************************
 DH5248  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5248  DESIGNATION -  BELMONT E GPS
 DH5248  PID         -  DH5248
 DH5248  STATE/COUNTY-  WI/LAFAYETTE
 DH5248  COUNTRY     -  US
 DH5248  USGS QUAD   -  MIFFLIN (2018)
 DH5248
 DH5248                         *CURRENT SURVEY CONTROL
 DH5248  ______________________________________________________________________
 DH5248* NAD 83(2011) POSITION- 42 47 05.42419(N) 090 17 48.07517(W)   ADJUSTED
 DH5248* NAD 83(2011) ELLIP HT-   296.953 (meters)        (06/27/12)   ADJUSTED
 DH5248* NAD 83(2011) EPOCH   -  2010.00
 DH5248* NAVD 88 ORTHO HEIGHT -   330.09  (meters)     1083.0   (feet) GPS OBS
 DH5248  ______________________________________________________________________
 DH5248  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5248  GEOID HEIGHT    -        -33.135 (meters)                     GEOID12A
 DH5248  GEOID HEIGHT    -        -33.123 (meters)                     GEOID18
 DH5248  NAD 83(2011) X  -    -24,277.451 (meters)                     COMP
 DH5248  NAD 83(2011) Y  - -4,688,376.829 (meters)                     COMP
 DH5248  NAD 83(2011) Z  -  4,310,191.893 (meters)                     COMP
 DH5248  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 DH5248
 DH5248  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5248  Standards:
 DH5248         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5248            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5248  -------------------------------------------------------------------
 DH5248  NETWORK    0.22   0.35           0.10   0.08   0.18      0.00795482
 DH5248  -------------------------------------------------------------------
 DH5248  Click here for local accuracies and other accuracy information.
 DH5248
 DH5248.The horizontal coordinates were established by GPS observations
 DH5248.and adjusted by the National Geodetic Survey in June 2012.
 DH5248
 DH5248.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5248.been affixed to the stable North American tectonic plate. See 
 DH5248.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5248
 DH5248.The horizontal coordinates are valid at the epoch date displayed above
 DH5248.which is a decimal equivalence of Year/Month/Day.
 DH5248
 DH5248.The orthometric height was determined by GPS observations and a
 DH5248.high-resolution geoid model using precise GPS observation and
 DH5248.processing techniques.
 DH5248
 DH5248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5248.GEOID18 height accuracy estimate available here.
 DH5248
 DH5248.Click photographs - Photos may exist for this station.
 DH5248
 DH5248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5248
 DH5248.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5248
 DH5248.The ellipsoidal height was determined by GPS observations
 DH5248.and is referenced to NAD 83.
 DH5248
 DH5248. The following values were computed from the NAD 83(2011) position.
 DH5248
 DH5248;                    North         East     Units Scale Factor Converg.
 DH5248;SPC WI S     -    87,232.114   575,723.863   MT  0.99999001   -0 12 13.9
 DH5248;SPC WI S     -   286,194.03  1,888,854.04   sFT  0.99999001   -0 12 13.9
 DH5248;UTM  15      - 4,740,466.647   721,116.278   MT  1.00020155   +1 50 13.1
 DH5248
 DH5248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5248!SPC WI S     -   0.99995343  x   0.99999001  =   0.99994344
 DH5248!UTM  15      -   0.99995343  x   1.00020155  =   1.00015497
 DH5248
 DH5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2111640466(NAD 83)
 DH5248
 DH5248                          SUPERSEDED SURVEY CONTROL
 DH5248
 DH5248  NAD 83(2007)-  42 47 05.42423(N)    090 17 48.07608(W) AD(2002.00) 0
 DH5248  ELLIP H (02/10/07)  296.984  (m)                       GP(2002.00)    
 DH5248  NAD 83(1997)-  42 47 05.42408(N)    090 17 48.07635(W) AD(       ) 1
 DH5248  ELLIP H (08/01/05)  296.994  (m)                       GP(       ) 2 1
 DH5248  NAVD 88 (07/26/07)  330.09   (m)  GEOID03  model used  GPS OBS        
 DH5248
 DH5248.Superseded values are not recommended for survey control.
 DH5248
 DH5248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5248.See file dsdata.pdf to determine how the superseded data were derived.
 DH5248
 DH5248_MARKER: DD = SURVEY DISK
 DH5248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5248_STAMPING: BELMONT E GPS 2004
 DH5248_MARK LOGO: WIDT
 DH5248_PROJECTION: FLUSH
 DH5248_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5248+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2007
 DH5248
 DH5248  HISTORY     - Date     Condition        Report By
 DH5248  HISTORY     - 2003     MONUMENTED       WIDT
 DH5248  HISTORY     - 20070924 GOOD             WIDT
 DH5248
 DH5248                          STATION DESCRIPTION
 DH5248
 DH5248'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5248'OWNERSHIP--TOWN OF BELMONT.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5248'US HIGHWAY 151  WITH COUNTY HIGHWAY A ABOUT 4 MI SOUTHWEST OF THEY
 DH5248'CITY OF MINERAL POINT, GO  SOUTHWEST ON US HIGHWAY 151 FOR 4.1 MI TO
 DH5248'BURR OAK ROAD, TURN LEFT AND GO EAST ON BURR  OAK ROAD FOR 0.25 MI TO
 DH5248'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5248'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5248'IN THE TOP OF  A 41-CM DIAMETER CONCRETE POST ABOUT 2 M ABOVE THE ROAD
 DH5248'PAVEMENT.  THE STATION 9.1 M  NORTH OF THE CENTERLINE OF BURR OAK
 DH5248'ROAD, 40 M WEST-NORTHWEST OF A POWER POLE, 40.8 M  EAST-NORTHEAST OF A
 DH5248'POWER POLE, 1 M SOUTH OF A CULTIVATED FIELD, 1.0 M EAST OF AN ORANGE
 DH5248'4X4 PLASTIC WITNESS POST, 1.0 M WEST OF AN ORANGE PLASTIC WITNESS
 DH5248'POST.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5248'HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH5248
 DH5248                          STATION RECOVERY (2007)
 DH5248
 DH5248'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5526 ***********************************************************************
 DH5526  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5526  DESIGNATION -  BELMONT E GPS
 DH5526  PID         -  DH5526
 DH5526  STATE/COUNTY-  WI/PORTAGE
 DH5526  COUNTRY     -  US
 DH5526  USGS QUAD   -  KING (2018)
 DH5526
 DH5526                         *CURRENT SURVEY CONTROL
 DH5526  ______________________________________________________________________
 DH5526* NAD 83(2011) POSITION- 44 18 03.72906(N) 089 14 31.41375(W)   ADJUSTED
 DH5526* NAD 83(2011) ELLIP HT-   258.880 (meters)        (06/27/12)   ADJUSTED
 DH5526* NAD 83(2011) EPOCH   -  2010.00
 DH5526* NAVD 88 ORTHO HEIGHT -   295.19  (meters)      968.5   (feet) GPS OBS
 DH5526  ______________________________________________________________________
 DH5526  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5526  GEOID HEIGHT    -        -36.306 (meters)                     GEOID12A
 DH5526  GEOID HEIGHT    -        -36.306 (meters)                     GEOID18
 DH5526  NAD 83(2011) X  -     60,484.004 (meters)                     COMP
 DH5526  NAD 83(2011) Y  - -4,571,962.381 (meters)                     COMP
 DH5526  NAD 83(2011) Z  -  4,432,272.935 (meters)                     COMP
 DH5526  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 DH5526
 DH5526  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5526  Standards:
 DH5526         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5526            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5526  -------------------------------------------------------------------
 DH5526  NETWORK    0.27   0.41           0.12   0.10   0.21      0.16852031
 DH5526  -------------------------------------------------------------------
 DH5526  Click here for local accuracies and other accuracy information.
 DH5526
 DH5526.The horizontal coordinates were established by GPS observations
 DH5526.and adjusted by the National Geodetic Survey in June 2012.
 DH5526
 DH5526.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5526.been affixed to the stable North American tectonic plate. See 
 DH5526.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5526
 DH5526.The horizontal coordinates are valid at the epoch date displayed above
 DH5526.which is a decimal equivalence of Year/Month/Day.
 DH5526
 DH5526.The orthometric height was determined by GPS observations and a
 DH5526.high-resolution geoid model using precise GPS observation and
 DH5526.processing techniques.
 DH5526
 DH5526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5526.GEOID18 height accuracy estimate available here.
 DH5526
 DH5526.Click photographs - Photos may exist for this station.
 DH5526
 DH5526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5526
 DH5526.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5526
 DH5526.The ellipsoidal height was determined by GPS observations
 DH5526.and is referenced to NAD 83.
 DH5526
 DH5526. The following values were computed from the NAD 83(2011) position.
 DH5526
 DH5526;                    North         East     Units Scale Factor Converg.
 DH5526;SPC WI C     -    52,252.551   660,481.879   MT  0.99999074   +0 32 05.2
 DH5526;SPC WI C     -   171,431.91  2,166,930.96   sFT  0.99999074   +0 32 05.2
 DH5526;UTM  16      - 4,907,753.703   321,155.063   MT  0.99999338   -1 33 58.8
 DH5526
 DH5526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5526!SPC WI C     -   0.99995941  x   0.99999074  =   0.99995015
 DH5526!UTM  16      -   0.99995941  x   0.99999338  =   0.99995279
 DH5526
 DH5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2115507753(NAD 83)
 DH5526
 DH5526                          SUPERSEDED SURVEY CONTROL
 DH5526
 DH5526  NAD 83(2007)-  44 18 03.72910(N)    089 14 31.41458(W) AD(2002.00) 0
 DH5526  ELLIP H (02/10/07)  258.919  (m)                       GP(2002.00)    
 DH5526  NAD 83(1997)-  44 18 03.72925(N)    089 14 31.41491(W) AD(       ) 1
 DH5526  ELLIP H (08/01/05)  258.919  (m)                       GP(       ) 2 1
 DH5526  NAVD 88 (07/26/07)  295.17   (m)  GEOID03  model used  GPS OBS        
 DH5526
 DH5526.Superseded values are not recommended for survey control.
 DH5526
 DH5526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5526.See file dsdata.pdf to determine how the superseded data were derived.
 DH5526
 DH5526_MARKER: DD = SURVEY DISK
 DH5526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5526_STAMPING: BELMONT E GPS 2004
 DH5526_MARK LOGO: WIDT
 DH5526_PROJECTION: FLUSH
 DH5526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5526+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2010
 DH5526
 DH5526  HISTORY     - Date     Condition        Report By
 DH5526  HISTORY     - 2003     MONUMENTED       WIDT
 DH5526  HISTORY     - 20101006 GOOD             WIDT
 DH5526
 DH5526                          STATION DESCRIPTION
 DH5526
 DH5526'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5526'OWNERSHIP--TOWNSHIP OF BELMONT.  TO REACH THE STATION FROM THE
 DH5526'JUNCTION OF STATE HIGHWAY 54 WITH COUNTY HIGHWAY D ABOUT 7 MI WEST OF
 DH5526'THE CITY OF  WAUPACA, GO SOUTH ON COUNTY HIGHWAY D FOR 2.5 MI TO WHERE
 DH5526'COUNTY HIGHWAY D GOES  WEST AND STRATTON LAKE ROAD IS STRAIGHT AHEAD,
 DH5526'CONTINUE SOUTH ON STRATTON LAKE ROAD  FOR 0.8 MI TO FOUNTAIN LAKE
 DH5526'AVENUE ON THE RIGHT, CONTINUE SOUTHEAST ON STRATTON LAKE  ROAD FOR 0.3
 DH5526'MI TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE WISCONSIN
 DH5526'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5526'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5526'ROAD PAVEMENT.  THE STATION IS 9.4 M SOUTHWEST OF THE CENTERLINE OF
 DH5526'STRATTON  LAKE ROAD, 68 M SOUTHEAST OF THE CENTERLINE OF A PARKING
 DH5526'AREA FOR ICE AGE TRAIL AND  PUBLIC HUNTING AND FISHING GROUNDS, 1.0 M
 DH5526'SOUTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M WEST OF AN
 DH5526'ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M NORTHEAST OF AN ORANGE 4X4
 DH5526'PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5526'OBSTRUCTIONS EXTENDING HIGHER THAN 30 DEGREES ABOVE THE HORIZON.
 DH5526
 DH5526                          STATION RECOVERY (2010)
 DH5526
 DH5526'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5247 ***********************************************************************
 DH5247  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5247  DESIGNATION -  BELMONT S GPS
 DH5247  PID         -  DH5247
 DH5247  STATE/COUNTY-  WI/LAFAYETTE
 DH5247  COUNTRY     -  US
 DH5247  USGS QUAD   -  BELMONT (2018)
 DH5247
 DH5247                         *CURRENT SURVEY CONTROL
 DH5247  ______________________________________________________________________
 DH5247* NAD 83(2011) POSITION- 42 44 01.85372(N) 090 19 20.28813(W)   ADJUSTED
 DH5247* NAD 83(2011) ELLIP HT-   284.310 (meters)        (06/27/12)   ADJUSTED
 DH5247* NAD 83(2011) EPOCH   -  2010.00
 DH5247* NAVD 88 ORTHO HEIGHT -   317.31  (meters)     1041.0   (feet) GPS OBS
 DH5247  ______________________________________________________________________
 DH5247  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5247  GEOID HEIGHT    -        -33.000 (meters)                     GEOID12A
 DH5247  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 DH5247  NAD 83(2011) X  -    -26,395.021 (meters)                     COMP
 DH5247  NAD 83(2011) Y  - -4,692,202.138 (meters)                     COMP
 DH5247  NAD 83(2011) Z  -  4,306,024.119 (meters)                     COMP
 DH5247  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 DH5247
 DH5247  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5247  Standards:
 DH5247         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5247            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5247  -------------------------------------------------------------------
 DH5247  NETWORK    0.26   0.39           0.12   0.09   0.20     -0.02866187
 DH5247  -------------------------------------------------------------------
 DH5247  Click here for local accuracies and other accuracy information.
 DH5247
 DH5247.The horizontal coordinates were established by GPS observations
 DH5247.and adjusted by the National Geodetic Survey in June 2012.
 DH5247
 DH5247.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5247.been affixed to the stable North American tectonic plate. See 
 DH5247.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5247
 DH5247.The horizontal coordinates are valid at the epoch date displayed above
 DH5247.which is a decimal equivalence of Year/Month/Day.
 DH5247
 DH5247.The orthometric height was determined by GPS observations and a
 DH5247.high-resolution geoid model using precise GPS observation and
 DH5247.processing techniques.
 DH5247
 DH5247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5247.GEOID18 height accuracy estimate available here.
 DH5247
 DH5247.Click photographs - Photos may exist for this station.
 DH5247
 DH5247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5247
 DH5247.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5247
 DH5247.The ellipsoidal height was determined by GPS observations
 DH5247.and is referenced to NAD 83.
 DH5247
 DH5247. The following values were computed from the NAD 83(2011) position.
 DH5247
 DH5247;                    North         East     Units Scale Factor Converg.
 DH5247;SPC WI S     -    81,575.385   573,606.083   MT  0.99999990   -0 13 17.2
 DH5247;SPC WI S     -   267,635.24  1,881,905.96   sFT  0.99999990   -0 13 17.2
 DH5247;UTM  15      - 4,734,736.961   719,200.821   MT  1.00019118   +1 49 04.0
 DH5247
 DH5247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5247!SPC WI S     -   0.99995541  x   0.99999990  =   0.99995531
 DH5247!UTM  15      -   0.99995541  x   1.00019118  =   1.00014659
 DH5247
 DH5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1920034736(NAD 83)
 DH5247
 DH5247                          SUPERSEDED SURVEY CONTROL
 DH5247
 DH5247  NAD 83(2007)-  42 44 01.85375(N)    090 19 20.28904(W) AD(2002.00) 0
 DH5247  ELLIP H (02/10/07)  284.341  (m)                       GP(2002.00)    
 DH5247  NAD 83(1997)-  42 44 01.85359(N)    090 19 20.28929(W) AD(       ) 1
 DH5247  ELLIP H (08/01/05)  284.350  (m)                       GP(       ) 2 1
 DH5247  NAVD 88 (07/26/07)  317.32   (m)  GEOID03  model used  GPS OBS        
 DH5247
 DH5247.Superseded values are not recommended for survey control.
 DH5247
 DH5247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5247.See file dsdata.pdf to determine how the superseded data were derived.
 DH5247
 DH5247_MARKER: DD = SURVEY DISK
 DH5247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5247_STAMPING: BELMONT S GPS
 DH5247_MARK LOGO: WIDT
 DH5247_PROJECTION: FLUSH
 DH5247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5247+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DH5247
 DH5247  HISTORY     - Date     Condition        Report By
 DH5247  HISTORY     - 2003     MONUMENTED       WIDT
 DH5247  HISTORY     - 20070926 GOOD             WIDT
 DH5247
 DH5247                          STATION DESCRIPTION
 DH5247
 DH5247'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5247'OWNERSHIP--LAFAYETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5247'OF STATE HIGHWAY  126 WITH COUNTY HIGHWAY G IN THE VILLAGE OF BELMONT,
 DH5247'GO EAST ON COUNTY HIGHWAY G FOR  0.4 MI TO THE STATION ON THE RIGHT.
 DH5247'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF  TRANSPORTATION
 DH5247'GEODETIC SURVEY CONTROL STATION DISK ABOUT 1 M BELOW THE HIGHWAY
 DH5247'PAVEMENT.  THE STATION IS 7.1 M SOUTH OF THE CENTERLINE OF COUNTY
 DH5247'HIGHWAY G, 57 M  WEST-SOUTHWEST OF POWER POLE --3-1-13 17/26--, 39.0 M
 DH5247'EAST-SOUTHEAST OF POWER POLE --3-1-13  14/26--, 3 M NORTH OF A
 DH5247'CULTIVATED FIELD, 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DH5247'AND 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5247'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5247'ABOVE THE HORIZON.
 DH5247
 DH5247                          STATION RECOVERY (2007)
 DH5247
 DH5247'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5247'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14.7 M WEST OF THE
 DH5247'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --25652--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5461 ***********************************************************************
 DH5461  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5461  DESIGNATION -  BELMONT S GPS
 DH5461  PID         -  DH5461
 DH5461  STATE/COUNTY-  WI/PORTAGE
 DH5461  COUNTRY     -  US
 DH5461  USGS QUAD   -  BLAINE (2018)
 DH5461
 DH5461                         *CURRENT SURVEY CONTROL
 DH5461  ______________________________________________________________________
 DH5461* NAD 83(2011) POSITION- 44 15 00.81907(N) 089 18 55.65993(W)   ADJUSTED
 DH5461* NAD 83(2011) ELLIP HT-   316.119 (meters)        (06/27/12)   ADJUSTED
 DH5461* NAD 83(2011) EPOCH   -  2010.00
 DH5461* NAVD 88 ORTHO HEIGHT -   352.34  (meters)     1156.0   (feet) GPS OBS
 DH5461  ______________________________________________________________________
 DH5461  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5461  GEOID HEIGHT    -        -36.214 (meters)                     GEOID12A
 DH5461  GEOID HEIGHT    -        -36.212 (meters)                     GEOID18
 DH5461  NAD 83(2011) X  -     54,674.387 (meters)                     COMP
 DH5461  NAD 83(2011) Y  - -4,576,018.317 (meters)                     COMP
 DH5461  NAD 83(2011) Z  -  4,428,270.448 (meters)                     COMP
 DH5461  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 DH5461
 DH5461  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5461  Standards:
 DH5461         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5461            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5461  -------------------------------------------------------------------
 DH5461  NETWORK    0.18   0.27           0.08   0.07   0.14      0.10527850
 DH5461  -------------------------------------------------------------------
 DH5461  Click here for local accuracies and other accuracy information.
 DH5461
 DH5461.The horizontal coordinates were established by GPS observations
 DH5461.and adjusted by the National Geodetic Survey in June 2012.
 DH5461
 DH5461.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5461.been affixed to the stable North American tectonic plate. See 
 DH5461.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5461
 DH5461.The horizontal coordinates are valid at the epoch date displayed above
 DH5461.which is a decimal equivalence of Year/Month/Day.
 DH5461
 DH5461.The orthometric height was determined by GPS observations and a
 DH5461.high-resolution geoid model using precise GPS observation and
 DH5461.processing techniques.
 DH5461
 DH5461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5461.GEOID18 height accuracy estimate available here.
 DH5461
 DH5461.Click photographs - Photos may exist for this station.
 DH5461
 DH5461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5461
 DH5461.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5461
 DH5461.The ellipsoidal height was determined by GPS observations
 DH5461.and is referenced to NAD 83.
 DH5461
 DH5461. The following values were computed from the NAD 83(2011) position.
 DH5461
 DH5461;                    North         East     Units Scale Factor Converg.
 DH5461;SPC WI C     -    46,555.054   654,672.333   MT  0.99999996   +0 28 58.8
 DH5461;SPC WI C     -   152,739.37  2,147,870.81   sFT  0.99999996   +0 28 58.8
 DH5461;UTM  16      - 4,902,272.868   315,140.558   MT  1.00002029   -1 36 58.2
 DH5461
 DH5461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5461!SPC WI C     -   0.99995043  x   0.99999996  =   0.99995039
 DH5461!UTM  16      -   0.99995043  x   1.00002029  =   0.99997072
 DH5461
 DH5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1514002272(NAD 83)
 DH5461
 DH5461                          SUPERSEDED SURVEY CONTROL
 DH5461
 DH5461  NAD 83(2007)-  44 15 00.81911(N)    089 18 55.66074(W) AD(2002.00) 0
 DH5461  ELLIP H (02/10/07)  316.158  (m)                       GP(2002.00)    
 DH5461  NAD 83(1997)-  44 15 00.81925(N)    089 18 55.66107(W) AD(       ) 1
 DH5461  ELLIP H (08/01/05)  316.158  (m)                       GP(       ) 2 1
 DH5461  NAVD 88 (07/26/07)  352.31   (m)  GEOID03  model used  GPS OBS        
 DH5461
 DH5461.Superseded values are not recommended for survey control.
 DH5461
 DH5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5461.See file dsdata.pdf to determine how the superseded data were derived.
 DH5461
 DH5461_MARKER: DD = SURVEY DISK
 DH5461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5461_STAMPING: BELMONT S GPS 2004
 DH5461_MARK LOGO: WIDT
 DH5461_PROJECTION: FLUSH
 DH5461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5461+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2010
 DH5461
 DH5461  HISTORY     - Date     Condition        Report By
 DH5461  HISTORY     - 2003     MONUMENTED       WIDT
 DH5461  HISTORY     - 20101006 GOOD             WIDT
 DH5461
 DH5461                          STATION DESCRIPTION
 DH5461
 DH5461'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5461'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5461'COUNTY HIGHWAY AA AND COUNTY HIGHWAY D NORTH WITH COUNTY HIGHWAY D
 DH5461'WEST ABOUT 4 MI EAST OF THE VILLAGE OF ALMOND, GO SOUTH ON COUNTY
 DH5461'HIGHWAY AA FOR 0.55  MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5461'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5461'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5461'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.9 M WEST OF THE
 DH5461'CENTERLINE OF COUNTY  HIGHWAY AA, 45.0 M SOUTHWEST OF A POWERPOLE
 DH5461'--21-10-32 27/25--, 18.8 M WEST-NORTHWEST  OF A WOOD POST FOR A
 DH5461'--TRUCKS ENTERING HIGHWAY-- SIGN, 1.0 M WEST OF AN  ORANGE 4X4
 DH5461'PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN  ORANGE 4X4  PLASTIC
 DH5461'WITNESS POST AND 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5461'POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5461'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5461
 DH5461                          STATION RECOVERY (2010)
 DH5461
 DH5461'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5461'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 2.2 M SOUTH OF
 DH5461'POWER POLE --21-10E-32 26/24--.  NOTE1---NEW POWER POLES HAVE BEEN
 DH5461'INSTALLED ON THE WEST SIDE OF THE ROAD.  NOTE2---THERE ARE NO VISIBLE
 DH5461'OBSTRUCTIONS AT THIS STATION EXCEPT FOR A POWER POLE 2 M TO THE NORTH
 DH5461'EXTENDING TO 80 DEGREES ABOVE THE HORIZON AND MULTIPLE POWER LINES
 DH5461'OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5016 ***********************************************************************
 DH5016  DESIGNATION -  BELMONT W GPS
 DH5016  PID         -  DH5016
 DH5016  STATE/COUNTY-  WI/LAFAYETTE
 DH5016  COUNTRY     -  US
 DH5016  USGS QUAD   -  PLATTEVILLE (2018)
 DH5016
 DH5016                         *CURRENT SURVEY CONTROL
 DH5016  ______________________________________________________________________
 DH5016* NAD 83(2011) POSITION- 42 44 39.89623(N) 090 24 25.72404(W)   ADJUSTED
 DH5016* NAD 83(2011) ELLIP HT-   300.543 (meters)        (06/27/12)   ADJUSTED
 DH5016* NAD 83(2011) EPOCH   -  2010.00
 DH5016* NAVD 88 ORTHO HEIGHT -   333.465 (meters)     1094.04  (feet) ADJUSTED
 DH5016  ______________________________________________________________________
 DH5016  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 DH5016  NAD 83(2011) X  -    -33,337.603 (meters)                     COMP
 DH5016  NAD 83(2011) Y  - -4,691,373.130 (meters)                     COMP
 DH5016  NAD 83(2011) Z  -  4,306,897.351 (meters)                     COMP
 DH5016  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 DH5016  DYNAMIC HEIGHT  -        333.365 (meters)     1093.71  (feet) COMP
 DH5016  MODELED GRAVITY -    980,312.2   (mgal)                       NAVD 88
 DH5016
 DH5016  VERT ORDER      -  SECOND    CLASS I
 DH5016
 DH5016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5016  Standards:
 DH5016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5016  -------------------------------------------------------------------
 DH5016  NETWORK    0.33   0.49           0.14   0.13   0.25     -0.12832886
 DH5016  -------------------------------------------------------------------
 DH5016  Click here for local accuracies and other accuracy information.
 DH5016
 DH5016.The horizontal coordinates were established by GPS observations
 DH5016.and adjusted by the National Geodetic Survey in June 2012.
 DH5016
 DH5016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5016.been affixed to the stable North American tectonic plate. See 
 DH5016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5016
 DH5016.The horizontal coordinates are valid at the epoch date displayed above
 DH5016.which is a decimal equivalence of Year/Month/Day.
 DH5016
 DH5016.The orthometric height was determined by differential leveling and
 DH5016.adjusted by the WI DEPT OF TRANSP
 DH5016.in May 2012.
 DH5016
 DH5016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5016.GEOID18 height accuracy estimate available here.
 DH5016
 DH5016.Click photographs - Photos may exist for this station.
 DH5016
 DH5016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5016
 DH5016.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5016
 DH5016.The ellipsoidal height was determined by GPS observations
 DH5016.and is referenced to NAD 83.
 DH5016
 DH5016.The dynamic height is computed by dividing the NAVD 88
 DH5016.geopotential number by the normal gravity value computed on the
 DH5016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5016.degrees latitude (g = 980.6199 gals.).
 DH5016
 DH5016.The modeled gravity was interpolated from observed gravity values.
 DH5016
 DH5016. The following values were computed from the NAD 83(2011) position.
 DH5016
 DH5016;                    North         East     Units Scale Factor Converg.
 DH5016;SPC WI S     -    82,779.663   566,663.892   MT  0.99999778   -0 16 47.1
 DH5016;SPC WI S     -   271,586.28  1,859,129.79   sFT  0.99999778   -0 16 47.1
 DH5016;UTM  15      - 4,735,693.549   712,218.952   MT  1.00015411   +1 45 37.8
 DH5016
 DH5016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5016!SPC WI S     -   0.99995287  x   0.99999778  =   0.99995065
 DH5016!UTM  15      -   0.99995287  x   1.00015411  =   1.00010697
 DH5016
 DH5016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1221835693(NAD 83)
 DH5016
 DH5016                          SUPERSEDED SURVEY CONTROL
 DH5016
 DH5016  NAD 83(2007)-  42 44 39.89625(N)    090 24 25.72494(W) AD(2002.00) 0
 DH5016  ELLIP H (02/10/07)  300.574  (m)                       GP(2002.00)    
 DH5016  NAD 83(1997)-  42 44 39.89610(N)    090 24 25.72520(W) AD(       ) 1
 DH5016  ELLIP H (08/01/05)  300.583  (m)                       GP(       ) 2 1
 DH5016  NAVD 88             333.46   (m)         1094.0    (f) LEVELING    3  
 DH5016  NAVD 88 (04/20/07)  333.459  (m)         1094.02   (f) SUPERSEDED  2 1
 DH5016
 DH5016.Superseded values are not recommended for survey control.
 DH5016
 DH5016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5016.See file dsdata.pdf to determine how the superseded data were derived.
 DH5016
 DH5016_MARKER: DD = SURVEY DISK
 DH5016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5016_STAMPING: BELMONT W GPS 2004
 DH5016_MARK LOGO: WIDT
 DH5016_PROJECTION: FLUSH
 DH5016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5016+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 DH5016
 DH5016  HISTORY     - Date     Condition        Report By
 DH5016  HISTORY     - 2003     MONUMENTED       WIDT
 DH5016  HISTORY     - 20051227 GOOD             WIDT
 DH5016  HISTORY     - 20070926 GOOD             WIDT
 DH5016
 DH5016                          STATION DESCRIPTION
 DH5016
 DH5016'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5016'OWNERSHIP--TOWNSHIP OF BELMONT.  TO REACH THE STATION FROM THE
 DH5016'JUNCTION OF STATE  HIGHWAY 80 (WATER STREET) WITH COUNTY HIGHWAY B
 DH5016'(MAIN STREET) IN THE CITY OF PLATTEVILLE,  GO EAST ON COUNTY HIGHWAY B
 DH5016'(MAIN STREET) FOR 0.1 MI TO WHERE COUNTY HIGHWAY B GOES  NORTHEAST,
 DH5016'TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY B (BROADWAY STREET) FOR
 DH5016'3.9  MI TO WEST MOUND ROAD, TURN RIGHT AND GO SOUTH ON WEST MOUND ROAD
 DH5016'FOR 1.0 MI TO THE  STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5016'WISCONSIN  DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY  CONTROL
 DH5016'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5016'LEVEL WITH  THE ROAD PAVEMENT.  THE STATION IS 8.5 M WEST OF THE
 DH5016'CENTERLINE OF WEST MOUND ROAD, 11  M SOUTH OF THE CENTERLINE OF A
 DH5016'FIELD ENTRANCE, 1.2 M EAST OF A BARBED WIRE FENCE, 1.0 M  NORTH OF AN
 DH5016'ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M SOUTH OF AN ORANGE 4X4
 DH5016'PLASTIC WITNESS POST.  ---NOTE---  THIS  STATION HAS NO VISIBLE
 DH5016'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5016
 DH5016                          STATION RECOVERY (2005)
 DH5016
 DH5016'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5016'RECOVERED AS DESCRIBED.
 DH5016
 DH5016                          STATION RECOVERY (2007)
 DH5016
 DH5016'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5016'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS--
 DH5016'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH BUSINESS
 DH5016'151 WEST AND COUNTY HIGHWAY XX EAST APPROXIMATELY 2 MILES EAST OF THE
 DH5016'CITY OF PLATTEVILLE, GO EAST ON COUNTY HIGHWAY XX FOR 1.4 MILES TO
 DH5016'WEST MOUND ROAD LEFT, TURN LEFT AND GO NORTH ON WEST MOUND ROAD FOR
 DH5016'0.5 MILE TO MITCHELL HOLLOW ROAD, CONTINUE NORTH ON WEST MOUND ROAD
 DH5016'FOR 0.30 MILE TO THE STATION ON THE LEFT.
 DH5016'---NOTE--- THE BARBED WIRE FENCE IS NOT PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1394 ***********************************************************************
 NH1394  DESIGNATION -  BELOIT
 NH1394  PID         -  NH1394
 NH1394  STATE/COUNTY-  WI/ROCK
 NH1394  COUNTRY     -  US
 NH1394  USGS QUAD   -  SOUTH BELOIT (2018)
 NH1394
 NH1394                         *CURRENT SURVEY CONTROL
 NH1394  ______________________________________________________________________
 NH1394* NAD 83(1991) POSITION- 42 29 50.38001(N) 089 02 08.30100(W)   ADJUSTED
 NH1394* NAVD 88 ORTHO HEIGHT -   226.60  (+/-2cm)      743.4   (feet) VERTCON3
 NH1394  ______________________________________________________________________
 NH1394  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 NH1394  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 NH1394  HORZ ORDER      -  SECOND
 NH1394  VERT ORDER      -  THIRD ? (See Below)
 NH1394
 NH1394.The horizontal coordinates were established by classical geodetic methods
 NH1394.and adjusted by the National Geodetic Survey in November 1991.
 NH1394
 NH1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1394
 NH1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1394.GEOID18 height accuracy estimate available here.
 NH1394
 NH1394.The vertical order pertains to the NGVD 29 superseded value.
 NH1394
 NH1394.Click photographs - Photos may exist for this station.
 NH1394
 NH1394.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1394
 NH1394. The following values were computed from the NAD 83(1991) position.
 NH1394
 NH1394;                    North         East     Units Scale Factor Converg.
 NH1394;SPC WI S     -    55,708.153   679,275.550   MT  1.00005594   +0 39 45.4
 NH1394;SPC WI S     -   182,769.17  2,228,589.87   sFT  1.00005594   +0 39 45.4
 NH1394;UTM  16      - 4,707,004.185   332,729.147   MT  0.99994425   -1 22 31.8
 NH1394
 NH1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1394!SPC WI S     -   0.99996975  x   1.00005594  =   1.00002569
 NH1394!UTM  16      -   0.99996975  x   0.99994425  =   0.99991401
 NH1394
 NH1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3272907004(NAD 83)
 NH1394
 NH1394|---------------------------------------------------------------------|
 NH1394| PID    Reference Object                     Distance      Geod. Az  |
 NH1394|                                                           dddmmss.s |
 NH1394| CI7853 SW CORNER OF DEPOT                                 03004     |
 NH1394| NH0516 STATE LINE                          233.335 METERS 23958     |
 NH1394| CI7852 SW COR OF SW COLUM                                 34304     |
 NH1394|---------------------------------------------------------------------|
 NH1394
 NH1394                          SUPERSEDED SURVEY CONTROL
 NH1394
 NH1394  NAD 83(1986)-  42 29 50.37941(N)    089 02 08.30592(W) AD(       ) 2
 NH1394  NAD 27      -  42 29 50.32500(N)    089 02 07.91000(W) AD(       ) 2
 NH1394  USSD        -  42 29 50.41600(N)    089 02 07.69900(W) AD(       ) 3
 NH1394  NGVD 29             226.66   (m)          743.6    (f) LEVELING    3  
 NH1394
 NH1394.Superseded values are not recommended for survey control.
 NH1394
 NH1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1394.See file dsdata.pdf to determine how the superseded data were derived.
 NH1394
 NH1394_MARKER: DS = TRIANGULATION STATION DISK
 NH1394_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NH1394_SP_SET: BRICK PLATFORM
 NH1394_STAMPING: BELOIT 1920
 NH1394_MARK LOGO: CGS
 NH1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1394
 NH1394  HISTORY     - Date     Condition        Report By
 NH1394  HISTORY     - 1920     MONUMENTED       CGS
 NH1394  HISTORY     - 1930     GOOD             CGS
 NH1394  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NH1394  HISTORY     - 1972     SEE DESCRIPTION  ILDT
 NH1394  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1394
 NH1394                          STATION DESCRIPTION
 NH1394
 NH1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1394'STATION IS LOCATED AT BELOIT, ON THE RAILROAD STATION PLATFORM,
 NH1394'ON THE N SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH1394'RAILROAD TRACK, 0.605 METER (1.98 FEET) E OF THE EDGE OF A
 NH1394'BRICK WALK LEADING S FROM THE W SIDE OF THE RAILROAD STATION,
 NH1394'AND 4.87 METERS (15.98 FEET) N OF THE N AND NEAREST RAIL.
 NH1394'STATION MARK IS A BRONZE TABLET SET IN THE BRICK-PAVED PLATFORM
 NH1394'OF THE RAILROAD STATION.  THE SW CORNER OF THE RAILROAD STATION
 NH1394'IS 12.49 METERS (40.98 FEET) FROM THE STATION, N 30 DEG 04 MIN E.
 NH1394'THE SW CORNER OF THE SW POST OF THE COVERED
 NH1394'RAILROAD STATION PLATFORM IS 11.55 METERS (37.89 FEET) FROM
 NH1394'THE STATION, N 16 DEG 56 MIN W.
 NH1394
 NH1394                          STATION RECOVERY (1930)
 NH1394
 NH1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1394'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH1394'ADEQUATE.
 NH1394'
 NH1394'THIS IS A TRAVERSE STATION.
 NH1394
 NH1394                          STATION RECOVERY (1969)
 NH1394
 NH1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 NH1394'THE STATION PLATFORM IS BEING REMOVED.  DESCRIPTION NOW VAGUE.
 NH1394
 NH1394                          STATION RECOVERY (1972)
 NH1394
 NH1394'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (JWH)
 NH1394'BELOIT-PRESUMED DESTROYED.  RR STA AND BRICK-PAVED PLATFORM HAS
 NH1394'BEEN DESTROYED.  ALL REMAINS IS THE RR. TRACKS
 NH1394
 NH1394                          STATION RECOVERY (2001)
 NH1394
 NH1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1394'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1356 ***********************************************************************
 NH1356  DESIGNATION -  BELOIT COLLEGE ADM BLDG CUPOLA
 NH1356  PID         -  NH1356
 NH1356  STATE/COUNTY-  WI/ROCK
 NH1356  COUNTRY     -  US
 NH1356  USGS QUAD   -  BELOIT (2018)
 NH1356
 NH1356                         *CURRENT SURVEY CONTROL
 NH1356  ______________________________________________________________________
 NH1356* NAD 83(1991) POSITION- 42 30 10.87368(N) 089 01 51.21105(W)   ADJUSTED
 NH1356  ______________________________________________________________________
 NH1356  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 NH1356  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 NH1356  HORZ ORDER      -  THIRD
 NH1356
 NH1356.The horizontal coordinates were established by classical geodetic methods
 NH1356.and adjusted by the National Geodetic Survey in November 1991.
 NH1356
 NH1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1356.GEOID18 height accuracy estimate available here.
 NH1356
 NH1356.Click photographs - Photos may exist for this station.
 NH1356
 NH1356.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1356
 NH1356. The following values were computed from the NAD 83(1991) position.
 NH1356
 NH1356;                    North         East     Units Scale Factor Converg.
 NH1356;SPC WI S     -    56,345.030   679,658.429   MT  1.00005439   +0 39 57.2
 NH1356;SPC WI S     -   184,858.65  2,229,846.03   sFT  1.00005439   +0 39 57.2
 NH1356;UTM  16      - 4,707,626.972   333,134.390   MT  0.99994259   -1 22 20.8
 NH1356
 NH1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3313407626(NAD 83)
 NH1356
 NH1356                          SUPERSEDED SURVEY CONTROL
 NH1356
 NH1356  NAD 83(1986)-  42 30 10.87155(N)    089 01 51.21619(W) AD(       ) 3
 NH1356  NAD 27      -  42 30 10.82100(N)    089 01 50.82000(W) AD(       ) 3
 NH1356
 NH1356.Superseded values are not recommended for survey control.
 NH1356
 NH1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1356.See file dsdata.pdf to determine how the superseded data were derived.
 NH1356
 NH1356_MARKER: 86 = CUPOLA
 NH1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1356+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 NH1356
 NH1356  HISTORY     - Date     Condition        Report By
 NH1356  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1356  HISTORY     - 1954     GOOD             CGS
 NH1356  HISTORY     - 1957     GOOD             CGS
 NH1356  HISTORY     - 1990     GOOD             USPSQD
 NH1356  HISTORY     - 19950709 GOOD             USPSQD
 NH1356  HISTORY     - 20010331 GOOD             NGS
 NH1356  HISTORY     - 20020721 GOOD             USPSQD
 NH1356  HISTORY     - 20120725 GOOD             GEOCAC
 NH1356
 NH1356                          STATION DESCRIPTION
 NH1356
 NH1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1356'THIS STATION IS THE CUPOLA ON THE ADMINISTRATION BUILDING
 NH1356'AT BELOIT COLLEGE IN THE CITY OF BELOIT, WISCONSIN.  IT IS
 NH1356'LOCATED AT THE CENTER OF THE COLLEGE CAMPUS NORTH OF BUSHNELL
 NH1356'STREET AND EAST OF PLEASANT STREET, ABOUT 0.15 MILE NORTH
 NH1356'OF BUSHNELL STREET, AND ABOUT 0.1 MILE WEST OF GAGE AVENUE.
 NH1356'THE BUILDING WAS ERECTED IN 1846.  THE CUPOLA IS NOT VERY
 NH1356'PROMINENT.
 NH1356'
 NH1356'THE CUPOLA IS ON AN OLD RED BRICK BUILDING ABOUT 80 FEET HIGH.
 NH1356'IT SETS ON A SQUARE WHITE RAILED BASE ABOUT 10 FEET HIGH.
 NH1356'THE SQUARE WHITE CUPOLA IS ABOUT 20 FEET HIGH AND HAS 3
 NH1356'PARTLY GLAZED, PARTLY LOUVERED WINDOWS ON EACH SIDE AND A
 NH1356'LEDGE AROUND THE TOP.  THE FOUR-SIDED SPHERICAL SHINGLED ROOF
 NH1356'IS ABOUT 15 FEET HIGH WITH A ROUND GLAZED WINDOW ON EACH SIDE
 NH1356'AND A PYRAMIDAL FINIAL WITH A FLAT BALL AND FAN-SHAPED ORNAMENT
 NH1356'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 120 FEET.
 NH1356
 NH1356                          STATION RECOVERY (1954)
 NH1356
 NH1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1356'STATION WAS RECOVERED BY ANGLE AND VISITED.  THE FOLLOWING
 NH1356'DISTANCES SHOULD BE INCLUDED IN THE DESCRIPTION.  IT IS ABOUT
 NH1356'0.05 MILE WEST OF COLLEGE STREET ON LINE WITH CHAPIN STREET
 NH1356'(EXTENDED WEST).  THE CUPOLA WAS REMODELED IN 1950 AND A
 NH1356'NEW DESCRIPTION OF THE CUPOLA FOLLOWS--
 NH1356'
 NH1356'THE CUPOLA IS ON AN OLD RED BRICK BUILDING ABOUT 60 FEET
 NH1356'HIGH.  IT SETS ON AN OCTAGONAL WHITE RAILED BASE ABOUT 10
 NH1356'FEET HIGH.  THE SQUARE WHITE CUPOLA IS ABOUT 20 FEET HIGH
 NH1356'AND HAS 3 CLEAR GLASS WINDOWS IN EACH SIDE AND A LEDGE AROUND
 NH1356'THE TOP.  THE 4 SIDED PYRAMID SHAPED ROOF IS ABOUT 5 FEET
 NH1356'HIGH WITH A GREEN ROOF AND HAS A FAN SHAPED ORNAMENT ATOP.
 NH1356'THE TOTAL HEIGHT IS ABOUT 100 FEET.
 NH1356
 NH1356                          STATION RECOVERY (1957)
 NH1356
 NH1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 NH1356'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NH1356
 NH1356                          STATION RECOVERY (1990)
 NH1356
 NH1356'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBL)
 NH1356'RECOVERED IN GOOD CONDITION.
 NH1356
 NH1356                          STATION RECOVERY (1995)
 NH1356
 NH1356'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1356'RECOVERED IN GOOD CONDITION.
 NH1356
 NH1356                          STATION RECOVERY (2001)
 NH1356
 NH1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1356'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1356
 NH1356                          STATION RECOVERY (2002)
 NH1356
 NH1356'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 NH1356'RECOVERED IN GOOD CONDITION.
 NH1356
 NH1356                          STATION RECOVERY (2012)
 NH1356
 NH1356'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 NH1356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1359 ***********************************************************************
 NH1359  DESIGNATION -  BELOIT FAIRBANKS MORSE CO N TK
 NH1359  PID         -  NH1359
 NH1359  STATE/COUNTY-  WI/ROCK
 NH1359  COUNTRY     -  US
 NH1359  USGS QUAD   -  BELOIT (2018)
 NH1359
 NH1359                         *CURRENT SURVEY CONTROL
 NH1359  ______________________________________________________________________
 NH1359* NAD 83(1991) POSITION- 42 30 45.76484(N) 089 01 51.86217(W)   ADJUSTED
 NH1359  ______________________________________________________________________
 NH1359  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 NH1359  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 NH1359  HORZ ORDER      -  THIRD
 NH1359
 NH1359.The horizontal coordinates were established by classical geodetic methods
 NH1359.and adjusted by the National Geodetic Survey in November 1991.
 NH1359
 NH1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1359.GEOID18 height accuracy estimate available here.
 NH1359
 NH1359.Click photographs - Photos may exist for this station.
 NH1359
 NH1359.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1359
 NH1359. The following values were computed from the NAD 83(1991) position.
 NH1359
 NH1359;                    North         East     Units Scale Factor Converg.
 NH1359;SPC WI S     -    57,421.458   679,631.052   MT  1.00005178   +0 39 56.7
 NH1359;SPC WI S     -   188,390.23  2,229,756.21   sFT  1.00005178   +0 39 56.7
 NH1359;UTM  16      - 4,708,703.574   333,145.318   MT  0.99994254   -1 22 22.2
 NH1359
 NH1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3314508703(NAD 83)
 NH1359
 NH1359                          SUPERSEDED SURVEY CONTROL
 NH1359
 NH1359  NAD 83(1986)-  42 30 45.76237(N)    089 01 51.86724(W) AD(       ) 3
 NH1359  NAD 27      -  42 30 45.71400(N)    089 01 51.47100(W) AD(       ) 3
 NH1359
 NH1359.Superseded values are not recommended for survey control.
 NH1359
 NH1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1359.See file dsdata.pdf to determine how the superseded data were derived.
 NH1359
 NH1359_MARKER: 53 = ELEVATED TANK
 NH1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1359+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2002
 NH1359
 NH1359  HISTORY     - Date     Condition        Report By
 NH1359  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1359  HISTORY     - 1954     GOOD             CGS
 NH1359  HISTORY     - 1990     GOOD             USPSQD
 NH1359  HISTORY     - 19950709 GOOD             USPSQD
 NH1359  HISTORY     - 20010331 GOOD             NGS
 NH1359  HISTORY     - 20020721 GOOD             USPSQD
 NH1359
 NH1359                          STATION DESCRIPTION
 NH1359
 NH1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1359'THIS STATION IS THE TALL SQUAT BLACK TANK AT THE NORTHWESTERN
 NH1359'PART OF THE FAIRBANKS, MORSE AND COMPANY FACTORY LOT IN THE
 NH1359'CITY OF BELOIT, WISCONSIN.  IT IS ABOUT 0.7 MILE NORTH OF
 NH1359'ECLIPSE AVENUE (ILL. ROUTE 15) AND ABOUT 0.2 MILE EAST OF
 NH1359'PLEASANT STREET (U.S. ROUTE 51).  THE TANK WAS ERECTED IN
 NH1359'1928.  IT IS VERY PROMINENT.
 NH1359'
 NH1359'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 110 FEET HIGH.  THE
 NH1359'OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET.  THE VERTICAL
 NH1359'SECTION IS ABOUT 20 FEET HIGH AND HAS A CATWALK AND RAIL
 NH1359'AROUND ITS BASE.  THE FLAT CONICAL ROOF HAS A BALL AT ITS
 NH1359'APEX.  THE TOTAL HEIGHT IS ABOUT 130 FEET.
 NH1359
 NH1359                          STATION RECOVERY (1954)
 NH1359
 NH1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1359'TANK WAS RECOVERED BY ANGLE AND VISITED.  IT IS IN GOOD
 NH1359'CONDITION.  PERMISSION TO ENTER THE PLANT TO MAKE CLOSE
 NH1359'INSPECTION COULD NOT BE OBTAINED BUT DESCRIPTION SEEMS ADEQUATE.
 NH1359'
 NH1359'NOTE--THIS TANK IS NO LONGER THE MOST NORTHERLY SINCE ANOTHER
 NH1359'TANK HAS BEEN ERECTED ABOUT 3/4 MILE TO THE NORTHEAST.  THIS
 NH1359'TANK IS THE MOST WESTERLY OF THREE TANKS AT THE FAIRBANKS-MORSE
 NH1359'PLANT AND DIFFERENT IN APPEARANCE FROM THE OTHER TWO.
 NH1359
 NH1359                          STATION RECOVERY (1990)
 NH1359
 NH1359'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBL)
 NH1359'RECOVERED IN GOOD CONDITION.
 NH1359
 NH1359                          STATION RECOVERY (1995)
 NH1359
 NH1359'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1359'RECOVERED IN GOOD CONDITION.
 NH1359
 NH1359                          STATION RECOVERY (2001)
 NH1359
 NH1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1359'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1359
 NH1359                          STATION RECOVERY (2002)
 NH1359
 NH1359'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 NH1359'THE TANK HAS BEEN PAINTED WHITE AND IS THE ONLY TANK AT THIS LOCATION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1353 ***********************************************************************
 NH1353  DESIGNATION -  BELOIT FIRST CONG CH SPIRE
 NH1353  PID         -  NH1353
 NH1353  STATE/COUNTY-  WI/ROCK
 NH1353  COUNTRY     -  US
 NH1353  USGS QUAD   -  BELOIT (2018)
 NH1353
 NH1353                         *CURRENT SURVEY CONTROL
 NH1353  ______________________________________________________________________
 NH1353* NAD 83(1991) POSITION- 42 30 05.63999(N) 089 01 40.15515(W)   ADJUSTED
 NH1353  ______________________________________________________________________
 NH1353  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 NH1353  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 NH1353  HORZ ORDER      -  THIRD
 NH1353
 NH1353.The horizontal coordinates were established by classical geodetic methods
 NH1353.and adjusted by the National Geodetic Survey in November 1991.
 NH1353
 NH1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1353.GEOID18 height accuracy estimate available here.
 NH1353
 NH1353.Click photographs - Photos may exist for this station.
 NH1353
 NH1353.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1353
 NH1353. The following values were computed from the NAD 83(1991) position.
 NH1353
 NH1353;                    North         East     Units Scale Factor Converg.
 NH1353;SPC WI S     -    56,186.478   679,912.736   MT  1.00005478   +0 40 04.8
 NH1353;SPC WI S     -   184,338.47  2,230,680.37   sFT  1.00005478   +0 40 04.8
 NH1353;UTM  16      - 4,707,459.493   333,382.869   MT  0.99994157   -1 22 13.2
 NH1353
 NH1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3338207459(NAD 83)
 NH1353
 NH1353                          SUPERSEDED SURVEY CONTROL
 NH1353
 NH1353  NAD 83(1986)-  42 30 05.63886(N)    089 01 40.16024(W) AD(       ) 3
 NH1353  NAD 27      -  42 30 05.59300(N)    089 01 39.77100(W) AD(       ) 3
 NH1353  USSD        -  42 30 05.67300(N)    089 01 39.55000(W) AD(       ) 3
 NH1353
 NH1353.Superseded values are not recommended for survey control.
 NH1353
 NH1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1353.See file dsdata.pdf to determine how the superseded data were derived.
 NH1353
 NH1353_MARKER: 90 = CHURCH SPIRE
 NH1353
 NH1353  HISTORY     - Date     Condition        Report By
 NH1353  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1353  HISTORY     - 1954     GOOD             CGS
 NH1353  HISTORY     - 1990     GOOD             USPSQD
 NH1353  HISTORY     - 19950709 GOOD             USPSQD
 NH1353  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1353  HISTORY     - 20020721 MARK NOT FOUND   USPSQD
 NH1353  HISTORY     - 20120725 MARK NOT FOUND   GEOCAC
 NH1353
 NH1353                          STATION DESCRIPTION
 NH1353
 NH1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1353'THIS STATION IS THE CUPOLA ON THE FIRST CONGREGATIONAL CHURCH
 NH1353'IN THE CITY OF BELOIT, WISCONSIN.  IT IS LOCATED ABOUT 75
 NH1353'FEET NORTH OF THE CENTERLINE OF BUSHNELL STREET, AND ABOUT
 NH1353'205 FEET EAST OF THE CENTERLINE OF CHURCH STREET.  THE CHURCH
 NH1353'WAS ERECTED IN 1875.  THE TOWER IS EXCEPTIONALLY PROMINENT.
 NH1353'
 NH1353'THE CUPOLA IS ON THE SOUTH END OF A YELLOW BRICK CHURCH.
 NH1353'THE BASE OF THE CUPOLA IS A SQUARE YELLOW BRICK TOWER ABOUT
 NH1353'120 FEET HIGH WITH LARGE WHITE ARCHED LOUVERED WINDOWS ON EACH
 NH1353'SIDE AND A WHITE LEDGE AROUND THE TOP.  ON THIS TOWER THERE
 NH1353'IS A SMALLER WHITE TOWER WITH A SQUARE LOUVERED WINDOW ON
 NH1353'EACH SIDE AND A RAIL AROUND THE TOP WITH TWO LARGE WHITE
 NH1353'BALLS AT EACH CORNER.  THE ROUND WHITE CUPOLA IS ABOUT 25 FEET
 NH1353'HIGH.  IT IS AN OPEN STRUCTURE SUPPORTED BY EIGHT ROUND
 NH1353'WHITE PILLARS.  THE GREEN DOME-SHAPED ROOF HAS A GREEN FINIAL
 NH1353'AND BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 185 FEET.
 NH1353'
 NH1353'THIS POINT IS BELIEVED TO BE THE SAME AS THE POINT OF THE SAME
 NH1353'NAME THAT WAS LOCATED FROM TRAVERSE STATIONS FLAT, LONG, AND
 NH1353'SLIM BY THE PARTY IN 1920.
 NH1353
 NH1353                          STATION RECOVERY (1954)
 NH1353
 NH1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1353'STATION WAS RECOVERED BY ANGLE AND VISITED.  THE WORD CUPOLA
 NH1353'IS MISLEADING SINCE IT IS VERY DEFINITELY A SPIRE.  THE
 NH1353'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES.  IT IS
 NH1353'ABOUT 125 FEET EAST OF THE CENTER OF CHURCH STREET AND IS
 NH1353'ONLY ABOUT 135 FEET HIGH.
 NH1353
 NH1353                          STATION RECOVERY (1990)
 NH1353
 NH1353'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBL)
 NH1353'RECOVERED IN GOOD CONDITION.
 NH1353
 NH1353                          STATION RECOVERY (1995)
 NH1353
 NH1353'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1353'RECOVERED IN GOOD CONDITION.
 NH1353
 NH1353                          STATION RECOVERY (2001)
 NH1353
 NH1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1353'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1353
 NH1353                          STATION RECOVERY (2002)
 NH1353
 NH1353'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 NH1353'CHURCH WAS DESTROYED BY FIRE IN 1997. REBUILT IN 2000 BUT THERE IS NO
 NH1353'LONGER A SPIRE.
 NH1353
 NH1353                          STATION RECOVERY (2012)
 NH1353
 NH1353'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 NH1353'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9826 ***********************************************************************
 DF9826  DESIGNATION -  BELOIT N GPS
 DF9826  PID         -  DF9826
 DF9826  STATE/COUNTY-  WI/ROCK
 DF9826  COUNTRY     -  US
 DF9826  USGS QUAD   -  BELOIT (2018)
 DF9826
 DF9826                         *CURRENT SURVEY CONTROL
 DF9826  ______________________________________________________________________
 DF9826* NAD 83(2011) POSITION- 42 33 54.39840(N) 089 02 57.69661(W)   ADJUSTED
 DF9826* NAD 83(2011) ELLIP HT-   195.007 (meters)        (06/27/12)   ADJUSTED
 DF9826* NAD 83(2011) EPOCH   -  2010.00
 DF9826* NAVD 88 ORTHO HEIGHT -   228.809 (meters)      750.68  (feet) ADJUSTED
 DF9826  ______________________________________________________________________
 DF9826  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 DF9826  NAD 83(2011) X  -     78,059.332 (meters)                     COMP
 DF9826  NAD 83(2011) Y  - -4,704,263.104 (meters)                     COMP
 DF9826  NAD 83(2011) Z  -  4,292,176.388 (meters)                     COMP
 DF9826  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 DF9826  DYNAMIC HEIGHT  -        228.740 (meters)      750.46  (feet) COMP
 DF9826  MODELED GRAVITY -    980,315.6   (mgal)                       NAVD 88
 DF9826
 DF9826  VERT ORDER      -  SECOND    CLASS I
 DF9826
 DF9826  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9826  Standards:
 DF9826         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9826            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9826  -------------------------------------------------------------------
 DF9826  NETWORK    0.35   0.43           0.16   0.12   0.22      0.08015922
 DF9826  -------------------------------------------------------------------
 DF9826  Click here for local accuracies and other accuracy information.
 DF9826
 DF9826.The horizontal coordinates were established by GPS observations
 DF9826.and adjusted by the National Geodetic Survey in June 2012.
 DF9826
 DF9826.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9826.been affixed to the stable North American tectonic plate. See 
 DF9826.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9826
 DF9826.The horizontal coordinates are valid at the epoch date displayed above
 DF9826.which is a decimal equivalence of Year/Month/Day.
 DF9826
 DF9826.The orthometric height was determined by differential leveling and
 DF9826.adjusted by the WI DEPT OF TRANSP
 DF9826.in May 2012.
 DF9826
 DF9826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9826.GEOID18 height accuracy estimate available here.
 DF9826
 DF9826.Click photographs - Photos may exist for this station.
 DF9826
 DF9826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9826
 DF9826.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9826
 DF9826.The ellipsoidal height was determined by GPS observations
 DF9826.and is referenced to NAD 83.
 DF9826
 DF9826.The dynamic height is computed by dividing the NAVD 88
 DF9826.geopotential number by the normal gravity value computed on the
 DF9826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9826.degrees latitude (g = 980.6199 gals.).
 DF9826
 DF9826.The modeled gravity was interpolated from observed gravity values.
 DF9826
 DF9826. The following values were computed from the NAD 83(2011) position.
 DF9826
 DF9826;                    North         East     Units Scale Factor Converg.
 DF9826;SPC WI S     -    63,224.633   678,061.819   MT  1.00003816   +0 39 11.5
 DF9826;SPC WI S     -   207,429.48  2,224,607.82   sFT  1.00003816   +0 39 11.5
 DF9826;UTM  16      - 4,714,558.328   331,783.706   MT  0.99994815   -1 23 11.6
 DF9826
 DF9826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9826!SPC WI S     -   0.99996942  x   1.00003816  =   1.00000758
 DF9826!UTM  16      -   0.99996942  x   0.99994815  =   0.99991757
 DF9826
 DF9826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3178314558(NAD 83)
 DF9826
 DF9826                          SUPERSEDED SURVEY CONTROL
 DF9826
 DF9826  NAD 83(2007)-  42 33 54.39842(N)    089 02 57.69751(W) AD(2002.00) 0
 DF9826  ELLIP H (02/10/07)  195.038  (m)                       GP(2002.00)    
 DF9826  NAD 83(1997)-  42 33 54.39834(N)    089 02 57.69783(W) AD(       ) 1
 DF9826  ELLIP H (04/02/04)  195.057  (m)                       GP(       ) 4 1
 DF9826  NAVD 88             228.79   (m)          750.6    (f) LEVELING    3  
 DF9826  NAVD 88 (04/20/07)  228.790  (m)          750.62   (f) SUPERSEDED  2 1
 DF9826  NAVD 88             228.79   (m)          750.6    (f) LEVELING    3  
 DF9826  NAVD 88 (02/25/04)  228.793  (m)          750.63   (f) SUPERSEDED  2 1
 DF9826
 DF9826.Superseded values are not recommended for survey control.
 DF9826
 DF9826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9826.See file dsdata.pdf to determine how the superseded data were derived.
 DF9826
 DF9826_MARKER: DD = SURVEY DISK
 DF9826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9826_STAMPING: BELOIT N GPS 2002
 DF9826_MARK LOGO: WIDT
 DF9826_PROJECTION: FLUSH
 DF9826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9826+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2008
 DF9826
 DF9826  HISTORY     - Date     Condition        Report By
 DF9826  HISTORY     - 2001     MONUMENTED       WIDT
 DF9826  HISTORY     - 20070821 GOOD             WIDT
 DF9826  HISTORY     - 20080707 GOOD             WIDT
 DF9826
 DF9826                          STATION DESCRIPTION
 DF9826
 DF9826'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9826'THE STATION IS LOCATED ABOUT 27 KM SOUTHEAST OF BRODHEAD, 13 KM SOUTH
 DF9826'OF JANESVILLE, AND 6 KM NORTH OF BELOIT. OWNERSHIP--TOWN OF BELOIT.
 DF9826'TO REACH THE STATION FROM THE EASTERN JUNCTION OF STATE HIGHWAY 81
 DF9826'(PORTLAND AVENUE) WITH STATE HIGHWAY 213 (FOURTH STREET) IN THE CITY
 DF9826'OF BELOIT, GO NORTH THEN WEST ON STATE HIGHWAY 81 FOR 0.5 KM TO
 DF9826'COUNTY HIGHWAY D (SIXTH STREET) ON THE RIGHT, TURN RIGHT AND GO NORTH
 DF9826'ON COUNTY HIGHWAY D (SIXTH STREET) FOR 6.4 KM TO WEST WALTERS ROAD ON
 DF9826'THE RIGHT, TURN RIGHT AND GO EAST ON WEST WALTERS ROAD FOR 1.2 KM TO
 DF9826'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9826'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9826'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9826'AND ABOUT 1 M BELOW THE ROAD PAVEMENT.   THE STATION IS 7.5 M SOUTH OF
 DF9826'THE CENTERLINE OF WEST WALTERS ROAD, 0.1 KM EAST OF THE CENTERLINE OF
 DF9826'SOUTH DUGGAN ROAD, 35.0 M EAST OF THE EXTENDED CENTERLINE PRIVATE
 DF9826'ENTRANCE --3520--, 18.1 M WEST OF A METAL POST FOR A --SPEED LIMIT
 DF9826'40-- SIGN, AND 6 M NORTH OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9826'STATION IS NORTHEAST, NORTHWEST AND SOUTH OF THREE ORANGE 4X4 PLASTIC
 DF9826'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTION
 DF9826'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9826
 DF9826                          STATION RECOVERY (2007)
 DF9826
 DF9826'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9826'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH AND 1.0
 DF9826'M NORTHEAST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.  NOTE-- THE
 DF9826'MONUMENT IS RECESSED 10 CM BELOW GROUND LEVEL.
 DF9826
 DF9826                          STATION RECOVERY (2008)
 DF9826
 DF9826'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DF9826'RECOVERED IN GOOD CONDITION.  REPLACED TWO BROKEN GUARD POSTS.  THE
 DF9826'STATION IS 1.0 M SOUTH, 1.0 M NORTHEAST, AND 1.0 M NORTHWEST OF THREE
 DF9826'4X4 ORANGE PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1362 ***********************************************************************
 NH1362  DESIGNATION -  BELOIT PWR BLKHAWK PLT N STK
 NH1362  PID         -  NH1362
 NH1362  STATE/COUNTY-  WI/ROCK
 NH1362  COUNTRY     -  US
 NH1362  USGS QUAD   -  BELOIT (2018)
 NH1362
 NH1362                         *CURRENT SURVEY CONTROL
 NH1362  ______________________________________________________________________
 NH1362* NAD 83(1991) POSITION- 42 30 23.79778(N) 089 01 55.85448(W)   ADJUSTED
 NH1362  ______________________________________________________________________
 NH1362  GEOID HEIGHT    -        -33.751 (meters)                     GEOID18
 NH1362  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 NH1362  HORZ ORDER      -  THIRD
 NH1362
 NH1362.The horizontal coordinates were established by classical geodetic methods
 NH1362.and adjusted by the National Geodetic Survey in November 1991.
 NH1362
 NH1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1362.GEOID18 height accuracy estimate available here.
 NH1362
 NH1362.Click photographs - Photos may exist for this station.
 NH1362
 NH1362.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1362
 NH1362. The following values were computed from the NAD 83(1991) position.
 NH1362
 NH1362;                    North         East     Units Scale Factor Converg.
 NH1362;SPC WI S     -    56,742.585   679,547.783   MT  1.00005342   +0 39 54.0
 NH1362;SPC WI S     -   186,162.96  2,229,483.02   sFT  1.00005342   +0 39 54.0
 NH1362;UTM  16      - 4,708,028.166   333,037.965   MT  0.99994298   -1 22 24.3
 NH1362
 NH1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3303708028(NAD 83)
 NH1362
 NH1362                          SUPERSEDED SURVEY CONTROL
 NH1362
 NH1362  NAD 83(1986)-  42 30 23.79528(N)    089 01 55.85952(W) AD(       ) 3
 NH1362  NAD 27      -  42 30 23.74700(N)    089 01 55.45900(W) AD(       ) 3
 NH1362
 NH1362.Superseded values are not recommended for survey control.
 NH1362
 NH1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1362.See file dsdata.pdf to determine how the superseded data were derived.
 NH1362
 NH1362_MARKER: 63 = STACK
 NH1362
 NH1362  HISTORY     - Date     Condition        Report By
 NH1362  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1362  HISTORY     - 1990     GOOD             USPSQD
 NH1362  HISTORY     - 19950709 MARK NOT FOUND   USPSQD
 NH1362  HISTORY     - 20010331 GOOD             NGS
 NH1362
 NH1362                          STATION DESCRIPTION
 NH1362
 NH1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1362'STATION IS THE CENTER OF THE TOP OF THE TALLER AND MOST
 NH1362'NORTHERLY OF TWO STACKS LOCATED IN THE NORTHEAST SECTION
 NH1362'OF BELOIT AT THE WISCONSIN POWER CO., BLACKHAWK PLANT.  IT
 NH1362'IS ABOUT 75 FEET WEST OF THE CENTER OF PLEASANT STREET AND
 NH1362'50 FEET NORTH OF CLARY STREET (EXTENDED WEST).  IT IS A
 NH1362'PROMINENT METAL STACK, ABOUT 10 FEET IN DIAMETER, PAINTED
 NH1362'GRAY WITH AN ENCLOSED LADDER ON THE WEST SIDE AND IS 206
 NH1362'FEET HIGH.  THE STACK WAS BUILT IN 1949.
 NH1362
 NH1362                          STATION RECOVERY (1990)
 NH1362
 NH1362'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBL)
 NH1362'RECOVERED IN GOOD CONDITION.
 NH1362
 NH1362                          STATION RECOVERY (1995)
 NH1362
 NH1362'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1362'MARK NOT FOUND.
 NH1362
 NH1362                          STATION RECOVERY (2001)
 NH1362
 NH1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1362'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4826 ***********************************************************************
 DG4826  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4826  DESIGNATION -  BELOIT S GPS
 DG4826  PID         -  DG4826
 DG4826  STATE/COUNTY-  WI/ROCK
 DG4826  COUNTRY     -  US
 DG4826  USGS QUAD   -  BELOIT (2018)
 DG4826
 DG4826                         *CURRENT SURVEY CONTROL
 DG4826  ______________________________________________________________________
 DG4826* NAD 83(2011) POSITION- 42 31 08.77799(N) 089 04 14.88121(W)   ADJUSTED
 DG4826* NAD 83(2011) ELLIP HT-   211.263 (meters)        (06/27/12)   ADJUSTED
 DG4826* NAD 83(2011) EPOCH   -  2010.00
 DG4826* NAVD 88 ORTHO HEIGHT -   245.02  (meters)      803.9   (feet) GPS OBS
 DG4826  ______________________________________________________________________
 DG4826  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4826  GEOID HEIGHT    -        -33.761 (meters)                     GEOID12A
 DG4826  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 DG4826  NAD 83(2011) X  -     76,355.216 (meters)                     COMP
 DG4826  NAD 83(2011) Y  - -4,707,758.978 (meters)                     COMP
 DG4826  NAD 83(2011) Z  -  4,288,421.952 (meters)                     COMP
 DG4826  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 DG4826
 DG4826  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4826  Standards:
 DG4826         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4826            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4826  -------------------------------------------------------------------
 DG4826  NETWORK    0.48   0.57           0.22   0.16   0.29      0.00883411
 DG4826  -------------------------------------------------------------------
 DG4826  Click here for local accuracies and other accuracy information.
 DG4826
 DG4826.The horizontal coordinates were established by GPS observations
 DG4826.and adjusted by the National Geodetic Survey in June 2012.
 DG4826
 DG4826.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4826.been affixed to the stable North American tectonic plate. See 
 DG4826.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4826
 DG4826.The horizontal coordinates are valid at the epoch date displayed above
 DG4826.which is a decimal equivalence of Year/Month/Day.
 DG4826
 DG4826.The orthometric height was determined by GPS observations and a
 DG4826.high-resolution geoid model using precise GPS observation and
 DG4826.processing techniques.
 DG4826
 DG4826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4826.GEOID18 height accuracy estimate available here.
 DG4826
 DG4826.Click photographs - Photos may exist for this station.
 DG4826
 DG4826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4826
 DG4826.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4826
 DG4826.The ellipsoidal height was determined by GPS observations
 DG4826.and is referenced to NAD 83.
 DG4826
 DG4826. The following values were computed from the NAD 83(2011) position.
 DG4826
 DG4826;                    North         East     Units Scale Factor Converg.
 DG4826;SPC WI S     -    58,094.395   676,358.281   MT  1.00005008   +0 38 18.4
 DG4826;SPC WI S     -   190,598.03  2,219,018.79   sFT  1.00005008   +0 38 18.4
 DG4826;UTM  16      - 4,709,492.417   329,898.884   MT  0.99995600   -1 23 59.5
 DG4826
 DG4826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4826!SPC WI S     -   0.99996687  x   1.00005008  =   1.00001695
 DG4826!UTM  16      -   0.99996687  x   0.99995600  =   0.99992287
 DG4826
 DG4826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2989809492(NAD 83)
 DG4826
 DG4826                          SUPERSEDED SURVEY CONTROL
 DG4826
 DG4826  NAD 83(2007)-  42 31 08.77801(N)    089 04 14.88212(W) AD(2002.00) 0
 DG4826  ELLIP H (02/10/07)  211.294  (m)                       GP(2002.00)    
 DG4826  NAD 83(1997)-  42 31 08.77791(N)    089 04 14.88241(W) AD(       ) 1
 DG4826  ELLIP H (04/02/04)  211.312  (m)                       GP(       ) 4 1
 DG4826  NAVD 88 (04/02/04)  245.00   (m)  GEOID03  model used  GPS OBS        
 DG4826
 DG4826.Superseded values are not recommended for survey control.
 DG4826
 DG4826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4826.See file dsdata.pdf to determine how the superseded data were derived.
 DG4826
 DG4826_MARKER: DD = SURVEY DISK
 DG4826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4826_STAMPING: BELOIT S GPS 2002
 DG4826_MARK LOGO: WIDT
 DG4826_PROJECTION: FLUSH
 DG4826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4826+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 DG4826
 DG4826  HISTORY     - Date     Condition        Report By
 DG4826  HISTORY     - 2001     MONUMENTED       WIDT
 DG4826  HISTORY     - 20070821 GOOD             WIDT
 DG4826
 DG4826                          STATION DESCRIPTION
 DG4826
 DG4826'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4826'THE STATION IS LOCATED ABOUT 27 KM SOUTHEAST OF BROADHEAD, 18 KM SOUTH
 DG4826'OF JANESVILLE, AND 2 KM WEST OF BELOIT. OWNERSHIP--CITY OF BELOIT. TO
 DG4826'REACH THE STATION FROM THE WESTERN JUNCTION OF STATE HIGHWAY 81
 DG4826'(LIBERTY AVENUE) WITH STATE HIGHWAY 213 (MADISON ROAD), IN THE CITY OF
 DG4826'BELOIT, GO NORTHWEST ON STATE HIGHWAY 213 FOR 1.8 KM TO FREDERICK
 DG4826'STREET, TURN LEFT AND GO SOUTH ON FREDERICK STREET FOR 0.4 KM TO THE
 DG4826'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4826'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4826'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DG4826'WITH THE STREET PAVEMENT. THE STATION IS 17.1 M EAST OF THE CENTERLINE
 DG4826'OF FREDERICK STREET, 0.1 KM NORTH OF THE CENTERLINE OF WHIPPLE STREET,
 DG4826'46.4 M EAST-NORTHEAST OF FLAGPOLE FOR MCNEEL MIDDLE SCHOOL, 31.3 M
 DG4826'NORTH-NORTHEAST OF POWER POLE --1-12-27.1  0/4--, AND 31.3 M
 DG4826'SOUTH-SOUTHEAST OF POWER POLE --1-12-27.1  0/8--.  ---NOTE---THE
 DG4826'STATION IS EAST, NORTHWEST AND SOUTHWEST OF THREE ORANGE 4X4 PLASTIC
 DG4826'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DG4826'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4826
 DG4826                          STATION RECOVERY (2007)
 DG4826
 DG4826'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4826'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS RECESSED 10 CM
 DG4826'BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1396 ***********************************************************************
 NH1396  DESIGNATION -  BELOIT S MUNICIPAL TANK
 NH1396  PID         -  NH1396
 NH1396  STATE/COUNTY-  WI/ROCK
 NH1396  COUNTRY     -  US
 NH1396  USGS QUAD   -  SOUTH BELOIT (2018)
 NH1396
 NH1396                         *CURRENT SURVEY CONTROL
 NH1396  ______________________________________________________________________
 NH1396* NAD 83(1991) POSITION- 42 29 50.72386(N) 089 02 18.18944(W)   ADJUSTED
 NH1396  ______________________________________________________________________
 NH1396  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 NH1396  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 NH1396  HORZ ORDER      -  THIRD
 NH1396
 NH1396.The horizontal coordinates were established by classical geodetic methods
 NH1396.and adjusted by the National Geodetic Survey in November 1991.
 NH1396
 NH1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1396.GEOID18 height accuracy estimate available here.
 NH1396
 NH1396.Click photographs - Photos may exist for this station.
 NH1396
 NH1396.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1396
 NH1396. The following values were computed from the NAD 83(1991) position.
 NH1396
 NH1396;                    North         East     Units Scale Factor Converg.
 NH1396;SPC WI S     -    55,716.155   679,049.637   MT  1.00005591   +0 39 38.6
 NH1396;SPC WI S     -   182,795.42  2,227,848.68   sFT  1.00005591   +0 39 38.6
 NH1396;UTM  16      - 4,707,020.214   332,503.687   MT  0.99994518   -1 22 38.5
 NH1396
 NH1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3250307020(NAD 83)
 NH1396
 NH1396                          SUPERSEDED SURVEY CONTROL
 NH1396
 NH1396  NAD 83(1986)-  42 29 50.72128(N)    089 02 18.19456(W) AD(       ) 3
 NH1396  NAD 27      -  42 29 50.67300(N)    089 02 17.79400(W) AD(       ) 3
 NH1396
 NH1396.Superseded values are not recommended for survey control.
 NH1396
 NH1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1396.See file dsdata.pdf to determine how the superseded data were derived.
 NH1396
 NH1396_MARKER: 53 = ELEVATED TANK
 NH1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1396+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 NH1396
 NH1396  HISTORY     - Date     Condition        Report By
 NH1396  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1396  HISTORY     - 19950709 GOOD             USPSQD
 NH1396  HISTORY     - 20010331 GOOD             NGS
 NH1396  HISTORY     - 20021215 GOOD             USPSQD
 NH1396  HISTORY     - 20120725 GOOD             GEOCAC
 NH1396
 NH1396                          STATION DESCRIPTION
 NH1396
 NH1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1396'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK,
 NH1396'LOCATED IN THE SOUTH CENTRAL SECTION OF BELOIT, ABOUT 150
 NH1396'FEET NORTH OF SHIRLAND STREET AND 50 FEET WEST OF MILL STREET.
 NH1396'IT IS THE LARGEST WATER TANK IN THE CITY.  IT IS A LARGE
 NH1396'MUSHROOM SHAPED TANK, WITH 10 STEEL LEGS, THE ENTIRE STRUCTURE
 NH1396'IS PAINTED SILVER AND THE OVERALL HEIGHT IS ABOUT 125 FEET.
 NH1396
 NH1396                          STATION RECOVERY (1995)
 NH1396
 NH1396'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1396'RECOVERED IN GOOD CONDITION.
 NH1396
 NH1396                          STATION RECOVERY (2001)
 NH1396
 NH1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1396
 NH1396                          STATION RECOVERY (2002)
 NH1396
 NH1396'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1396'RECOVERED IN GOOD CONDITION.
 NH1396
 NH1396                          STATION RECOVERY (2012)
 NH1396
 NH1396'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 NH1396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1659 ***********************************************************************
 NH1659  HT_MOD      -  This is a Height Modernization Survey Station.
 NH1659  PACS        -  This is a Primary Airport Control Station.
 NH1659  DESIGNATION -  BELOPORT AZ MK
 NH1659  PID         -  NH1659
 NH1659  STATE/COUNTY-  WI/ROCK
 NH1659  COUNTRY     -  US
 NH1659  USGS QUAD   -  BELVIDERE NW (2018)
 NH1659
 NH1659                         *CURRENT SURVEY CONTROL
 NH1659  ______________________________________________________________________
 NH1659* NAD 83(2011) POSITION- 42 29 44.70274(N) 088 58 26.12529(W)   ADJUSTED
 NH1659* NAD 83(2011) ELLIP HT-   209.006 (meters)        (06/27/12)   ADJUSTED
 NH1659* NAD 83(2011) EPOCH   -  2010.00
 NH1659* NAVD 88 ORTHO HEIGHT -   242.75  (meters)      796.4   (feet) GPS OBS
 NH1659  ______________________________________________________________________
 NH1659  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 NH1659  GEOID HEIGHT    -        -33.742 (meters)                     GEOID12A
 NH1659  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 NH1659  NAD 83(2011) X  -     84,346.420 (meters)                     COMP
 NH1659  NAD 83(2011) Y  - -4,709,374.165 (meters)                     COMP
 NH1659  NAD 83(2011) Z  -  4,286,507.901 (meters)                     COMP
 NH1659  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 NH1659
 NH1659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NH1659  Standards:
 NH1659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NH1659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NH1659  -------------------------------------------------------------------
 NH1659  NETWORK    0.33   0.43           0.15   0.12   0.22      0.00773719
 NH1659  -------------------------------------------------------------------
 NH1659  Click here for local accuracies and other accuracy information.
 NH1659
 NH1659.This mark is at Beloit Airport (44C)
 NH1659
 NH1659.The horizontal coordinates were established by GPS observations
 NH1659.and adjusted by the National Geodetic Survey in June 2012.
 NH1659
 NH1659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NH1659.been affixed to the stable North American tectonic plate. See 
 NH1659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NH1659
 NH1659.The horizontal coordinates are valid at the epoch date displayed above
 NH1659.which is a decimal equivalence of Year/Month/Day.
 NH1659
 NH1659.The orthometric height was determined by GPS observations and a
 NH1659.high-resolution geoid model.
 NH1659
 NH1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1659.GEOID18 height accuracy estimate available here.
 NH1659
 NH1659.Click photographs - Photos may exist for this station.
 NH1659
 NH1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1659
 NH1659.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1659
 NH1659.The ellipsoidal height was determined by GPS observations
 NH1659.and is referenced to NAD 83.
 NH1659
 NH1659. The following values were computed from the NAD 83(2011) position.
 NH1659
 NH1659;                    North         East     Units Scale Factor Converg.
 NH1659;SPC WI S     -    55,593.526   684,350.795   MT  1.00005637   +0 42 18.1
 NH1659;SPC WI S     -   182,393.09  2,245,240.90   sFT  1.00005637   +0 42 18.1
 NH1659;SPC WI S     -   182,393.09  2,245,240.90   sFT  1.00005637   +0 42 18.1
 NH1659;SPC IL W     -   647,835.833   798,043.796   MT  1.00005940   +0 48 20.9
 NH1659;SPC IL W     - 2,125,441.40  2,618,248.69   sFT  1.00005940   +0 48 20.9
 NH1659;SPC WI S     -    55,593.526   684,350.795   MT  1.00005637   +0 42 18.1
 NH1659;UTM  16      - 4,706,709.139   337,796.484   MT  0.99992371   -1 20 01.5
 NH1659
 NH1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1659!SPC WI S     -   0.99996722  x   1.00005637  =   1.00002359
 NH1659!SPC IL W     -   0.99996722  x   1.00005940  =   1.00002662
 NH1659!SPC WI S     -   0.99996722  x   1.00005637  =   1.00002359
 NH1659!UTM  16      -   0.99996722  x   0.99992371  =   0.99989093
 NH1659
 NH1659:                Primary Azimuth Mark                     Grid Az
 NH1659:SPC WI S     -  BELOPORT                                 059 38 41.7
 NH1659:SPC IL W     -  BELOPORT                                 059 32 38.9
 NH1659:SPC WI S     -  BELOPORT                                 059 38 41.7
 NH1659:UTM  16      -  BELOPORT                                 061 41 01.3
 NH1659
 NH1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3779606709(NAD 83)
 NH1659
 NH1659|---------------------------------------------------------------------|
 NH1659| PID    Reference Object                     Distance      Geod. Az  |
 NH1659|                                                           dddmmss.s |
 NH1659| NH1658 BELOPORT                            APPROX. 0.6 KM 0602059.8 |
 NH1659|---------------------------------------------------------------------|
 NH1659
 NH1659                          SUPERSEDED SURVEY CONTROL
 NH1659
 NH1659  NAD 83(2007)-  42 29 44.70275(N)    088 58 26.12630(W) AD(2002.00) 0
 NH1659  ELLIP H (02/10/07)  209.038  (m)                       GP(2002.00)    
 NH1659  NAD 83(1997)-  42 29 44.70258(N)    088 58 26.12649(W) AD(       ) A
 NH1659  ELLIP H (04/28/99)  209.040  (m)                       GP(       ) 3 1
 NH1659  NAD 83(1997)-  42 29 44.70240(N)    088 58 26.12516(W) AD(       ) 1
 NH1659  ELLIP H (09/15/98)  209.094  (m)                       GP(       ) 3 1
 NH1659  NAD 83(1991)-  42 29 44.70168(N)    088 58 26.12424(W) AD(       ) 1
 NH1659  ELLIP H (08/19/91)  209.122  (m)                       GP(       ) 4 1
 NH1659  NAVD 88 (07/26/07)  242.71   (m)  UNKNOWN  model used  GPS OBS        
 NH1659  NAVD 88 (04/02/04)  242.73   (m)  GEOID03  model used  GPS OBS        
 NH1659  NAVD 88 (04/28/99)  242.66   (m)  UNKNOWN  model used  GPS OBS        
 NH1659  NAVD 88 (09/15/98)  242.76   (m)  GEOID96  model used  GPS OBS        
 NH1659  NGVD 29 (08/19/91)  242.73   (m)  UNKNOWN  model used  GPS OBS        
 NH1659
 NH1659.Superseded values are not recommended for survey control.
 NH1659
 NH1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1659.See file dsdata.pdf to determine how the superseded data were derived.
 NH1659
 NH1659_MARKER: DZ = AZIMUTH MARK DISK
 NH1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1659_STAMPING: BELOPORT 1989
 NH1659_MARK LOGO: NGS
 NH1659_PROJECTION: FLUSH
 NH1659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1659+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 NH1659
 NH1659  HISTORY     - Date     Condition        Report By
 NH1659  HISTORY     - 1989     MONUMENTED       WIHD
 NH1659  HISTORY     - 19900912 GOOD
 NH1659  HISTORY     - 19960817 GOOD             SECI
 NH1659  HISTORY     - 19971117 GOOD             WIHD
 NH1659  HISTORY     - 20000912 GOOD             AYRES
 NH1659  HISTORY     - 20010331 GOOD             NGS
 NH1659  HISTORY     - 2002     GOOD             WIDT
 NH1659  HISTORY     - 20040424 GOOD             JCLS
 NH1659  HISTORY     - 20040426 GOOD             JCLS
 NH1659  HISTORY     - 20070821 GOOD             WIDT
 NH1659
 NH1659                          STATION DESCRIPTION
 NH1659
 NH1659'DESCRIBED BY WI HIGHWAY DEPT 1989
 NH1659'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF BELOIT, 12.0
 NH1659'KM (7.5 MI) SOUTHWEST OF CLINTON, AT THE BELOIT AIRPORT AND ABOUT
 NH1659'91.44 M (300.00 FT) NORTH-EAST OF THE END OF RUNWAY 25 IN AN OPEN
 NH1659'FIELD. OWNERSHIP--AND AIRPORT MANAGER IS RUTH SAVOT, RT 1, BOX 5000,
 NH1659'BELOIT, WI 53511, PHONE 608-365-1971.
 NH1659'TO REACH THE STATION FROM THE CENTER OF THE INTERSTATE 43 OVERPASS
 NH1659'BRIDGES AND STATE HIGHWAY 140, LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF
 NH1659'CLINTON, GO SOUTH ON STATE HIGHWAY 140 FOR 5.06 KM (3.14 MI) TO THE
 NH1659'JUNCTION OF COUNTY ROAD P, TURN RIGHT, WEST, ON COUNTY ROAD P FOR
 NH1659'9.25 KM (5.75 MI) TO THE AIRPORT ENTRANCE ON RIGHT, TURN LEFT,
 NH1659'SOUTHERLY, ON THE GRAVEL ENTRANCE ROAD TO THE PAVED TAXIWAY AND
 NH1659'AIRPORT OFFICE ON THE RIGHT, CONTINUE AHEAD TO THE JUNCTION OF THE
 NH1659'RUNWAY, TURN RIGHT, WEST, ON THE RUNWAY FOR 0.32 KM (0.20 MI) TO THE
 NH1659'END OF RUNWAY 25, CONTINUE AHEAD, NORTHWESTERLY, TO THE STATION IN AN
 NH1659'OPEN FIELD.
 NH1659'THE STATION IS LOCATED 93.87 M (307.97 FT) NORTHWEST OF THE WEST END
 NH1659'OF RUNWAY 25 AND 1.7 M (5.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 NH1659'POST.
 NH1659
 NH1659                          STATION RECOVERY (1990)
 NH1659
 NH1659'RECOVERED 1990
 NH1659'RECOVERED IN GOOD CONDITION.
 NH1659
 NH1659                          STATION RECOVERY (1996)
 NH1659
 NH1659'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1659'RECOVERED AS DESCRIBED EXCEPT THAT THE AIRPORT MANAGER IS NOW MARK
 NH1659'JACOBSON, PHONE 608-365-2019.
 NH1659
 NH1659                          STATION RECOVERY (1997)
 NH1659
 NH1659'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 NH1659'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR
 NH1659'THE BELOIT (44C) AIRPORT.  THE STATION IS LOCATED ABOUT 4.83 KM (3.00
 NH1659'MI) EAST-SOUTHEAST OF BELOIT, 11.27 KM (7.00 MI) SOUTHWEST OF CLINTON,
 NH1659'AND 1.61 KM (1.00 MI) EAST OF WHERE INTERSTATE HIGHWAY 90 CROSSES THE
 NH1659'WISCONSIN-ILLINOIS STATE LINE, AT THE WEST END OF THE BELOIT AIRPORT
 NH1659'IN A GRASS VEE BETWEEN TWO CULIVATED FIELDS. OWNERSHIP--ROBERT HANSEN.
 NH1659'AIRPORT MANAGER IS MARK JACOBSON, TELEPHONE 608 365-1971.  TO REACH
 NH1659'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH US HIGHWAY
 NH1659'51 AND ILLINOIS STATE HIGHWAY 75 (EXIT 1) ON THE EAST SIDE OF THE CITY
 NH1659'OF SOUTH BELOIT, ILLINOIS, GO WEST 0.4 KM (0.25 MI) ON HIGHWAYS 51 AND
 NH1659'75 TO WILLOWBRO0K ROAD, TURN RIGHT AND GO NORTH 0.4 KM (0.25 MI) ON
 NH1659'WILLOWBROOK ROAD TO A TEE INTERSECTION WITH ROCK COUNTY HIGHWAY P,
 NH1659'TURN RIGHT AND GO EAST 2.66 KM (1.65 MI) ON HIGHWAY P TO THE AIRPORT
 NH1659'ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH INTO A PARKING LOT
 NH1659'FOR THE AIRPORT OFFICE IN A BUILDING IMMEDIATELY TO THE SOUTH OF THE
 NH1659'PARKING LOT, TURN LEFT AND GO EAST THROUGH THE PARKING LOT TO THE EAST
 NH1659'END OF THE OFFICE BUILDING, TURN RIGHT AND GO SOUTH 0.16 KM (0.10 MI)
 NH1659'ACROSS AN APRON AND ALONG A PAVED TAXIWAY TO A TURF TAXIWAY ON THE
 NH1659'NORTH SIDE OF -AND PARALLEL TO- PAVED RUNWAY 07/25, TURN RIGHT AND GO
 NH1659'WEST-SOUTHWEST 0.4 KM (0.25 MI) ALONG THE NORTH SIDE OF THE TURF
 NH1659'TAXIWAY PAST THE END OF THE PAVED RUNWAY TO THE STATION.  THE STATION
 NH1659'IS A BRONZE NGS AZIMUTH MARK DISK SET IN THE TOP OF A 40-CM (16-INCH)
 NH1659'DIAMETER, 6-FOOT-DEEP CONCRETE POST RECESSED 5 CM BELOW THE GROUND
 NH1659'SURFACE.  THE STATION IS 23 M (75.5 FT) NORTH-NORTHWEST OF THE
 NH1659'EXTENDED CENTERLINE OF RUNWAY 07/25, 83.5 M (273.9 FT) WEST-SOUTHWEST
 NH1659'OF THE NORTHWEST CORNER OF THE PAINT BAR FOR RUNWAY 07/25, ABOUT IN
 NH1659'LINE WITH THE NORTHWEST EDGE OF THE RUN-UP RAMP, 6.5 M (21.3 FT) NORTH
 NH1659'OF THE FENCE LINE ON THE WISCONSIN-ILLINOIS STATE LINE, 8.5 M (27.9
 NH1659'FT) NORTH OF THE NORTH EDGE OF A CULIVATED FIELD, 2.7 M (8.9 FT)
 NH1659'SOUTHEAST OF THE SOUTHEAST EDGE OF A CULIVATED FIELD, 1.7 M (5.6 FT)
 NH1659'SOUTH-SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS POST, AND 0.3 M (1.0
 NH1659'FT) NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.
 NH1659
 NH1659                          STATION RECOVERY (2000)
 NH1659
 NH1659'RECOVERY NOTE BY AYRES ASSOCIATES 2000
 NH1659'RECOVERED AS DESCRIBED.
 NH1659
 NH1659                          STATION RECOVERY (2001)
 NH1659
 NH1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1659'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1659
 NH1659                          STATION RECOVERY (2002)
 NH1659
 NH1659'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 NH1659'RECOVERED AS DESCRIBED.
 NH1659
 NH1659                          STATION RECOVERY (2004)
 NH1659
 NH1659'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NH1659'RECOVERED IN GOOD CONDITION.
 NH1659
 NH1659                          STATION RECOVERY (2004)
 NH1659
 NH1659'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 NH1659'RECOVERED IN GOOD CONDITION.
 NH1659
 NH1659                          STATION RECOVERY (2007)
 NH1659
 NH1659'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 NH1659'RECOVERED IN GOOD CONDITION.  NOTE1-- ROCK COUNTY HIGHWAY P IS NOW
 NH1659'STATE HIGHWAY 67.  NOTE2-- THE OWNER AND MANAGER OF THE BELOIT AIRPORT
 NH1659'IS STEVEN STAUBER, 4046 EAST STATE HIGHWAY 67, TELEPHONE 773-914-9938.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0578 ***********************************************************************
 PO0578  DESIGNATION -  BELT
 PO0578  PID         -  PO0578
 PO0578  STATE/COUNTY-  WI/MONROE
 PO0578  COUNTRY     -  US
 PO0578  USGS QUAD   -  TUNNEL CITY (2018)
 PO0578
 PO0578                         *CURRENT SURVEY CONTROL
 PO0578  ______________________________________________________________________
 PO0578* NAD 83(1996) POSITION- 44 06 52.00437(N) 090 35 01.96139(W)   ADJUSTED
 PO0578* NAVD 88 ORTHO HEIGHT -   433.    (meters)     1421.    (feet) SCALED
 PO0578  ______________________________________________________________________
 PO0578  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 PO0578  LAPLACE CORR    -         -6.03  (seconds)                    DEFLEC18
 PO0578  HORZ ORDER      -  FIRST
 PO0578
 PO0578.The horizontal coordinates were established by classical geodetic methods
 PO0578.and adjusted by the National Geodetic Survey in March 1999.
 PO0578
 PO0578.The orthometric height was scaled from a topographic map.
 PO0578
 PO0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0578.GEOID18 height accuracy estimate available here.
 PO0578
 PO0578.Click photographs - Photos may exist for this station.
 PO0578
 PO0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0578
 PO0578. The following values were computed from the NAD 83(1996) position.
 PO0578
 PO0578;                    North         East     Units Scale Factor Converg.
 PO0578;SPC WI S     -   235,067.144   553,259.380   MT  1.00001006   -0 24 04.3
 PO0578;SPC WI S     -   771,216.12  1,815,151.82   sFT  1.00001006   -0 24 04.3
 PO0578;UTM  15      - 4,887,422.678   693,339.536   MT  1.00005975   +1 40 56.5
 PO0578
 PO0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0578!SPC WI S     -   0.99993740  x   1.00001006  =   0.99994746
 PO0578!UTM  15      -   0.99993740  x   1.00005975  =   0.99999715
 PO0578
 PO0578:                Primary Azimuth Mark                     Grid Az
 PO0578:SPC WI S     -  BELT AZ MK                               257 04 11.3
 PO0578:UTM  15      -  BELT AZ MK                               254 59 10.5
 PO0578
 PO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9333987422(NAD 83)
 PO0578
 PO0578|---------------------------------------------------------------------|
 PO0578| PID    Reference Object                     Distance      Geod. Az  |
 PO0578|                                                           dddmmss.s |
 PO0578| CJ4265 BELT RM 1                            17.127 METERS 03107     |
 PO0578| CJ4266 BELT RM 2                            14.847 METERS 10404     |
 PO0578| CJ4264 BELT AZ MK                                         2564007.0 |
 PO0578|---------------------------------------------------------------------|
 PO0578
 PO0578                          SUPERSEDED SURVEY CONTROL
 PO0578
 PO0578  NAD 83(1991)-  44 06 52.00475(N)    090 35 01.96098(W) AD(       ) 1
 PO0578  NAD 83(1986)-  44 06 52.00233(N)    090 35 01.96870(W) AD(       ) 1
 PO0578  NAD 27      -  44 06 52.13800(N)    090 35 01.49700(W) AD(       ) 1
 PO0578
 PO0578.Superseded values are not recommended for survey control.
 PO0578
 PO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0578.See file dsdata.pdf to determine how the superseded data were derived.
 PO0578
 PO0578_MARKER: DS = TRIANGULATION STATION DISK
 PO0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0578_STAMPING: BELT 1934
 PO0578_MARK LOGO: CGS
 PO0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0578+STABILITY: SURFACE MOTION
 PO0578
 PO0578  HISTORY     - Date     Condition        Report By
 PO0578  HISTORY     - 1934     MONUMENTED       CGS
 PO0578
 PO0578                          STATION DESCRIPTION
 PO0578
 PO0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0578'THIS STATION IS ABOUT 10 MILES NORTH-NORTHWEST OF TOMAH,
 PO0578'ABOUT 6 MILES SOUTHEAST OF MILLSTON, IN NORTHWEST QUARTER SEC.
 PO0578'23, T. 19 N., R. 2 W., ON LAND OWNED BY H.A. BELT WHO LIVES
 PO0578'ABOUT 2 MILES SOUTHWEST OF THE STATION ON COUNTY HIGHWAY H.
 PO0578'THE MARK IS SET ON THE HIGHEST POINT OF A PROMINENT HILL ABOUT
 PO0578'200 YARDS SOUTH OF COUNTY HIGHWAY H, 70 FEET EAST OF THE WEST
 PO0578'SLOPE, 45 FEET WEST OF FENCE LINE AND EAST SLOPE OF HILL.
 PO0578'MARK PROJECTS 4 INCHES.
 PO0578'
 PO0578'TO REACH FROM MILLSTON GO SOUTHEAST ON U.S. HIGHWAY 12 FOR
 PO0578'7.7 MILES TO JUNCTION WITH COUNTY HIGHWAY H LEADING WEST
 PO0578'AT A BRICK SCHOOLHOUSE.  FOLLOW COUNTY HIGHWAY H IN A NORTHWESTERLY
 PO0578'DIRECTION FOR 1.7 MILES TO SUMMIT OF A LONG GRADE.  STATION IS
 PO0578'ON SUMMIT OF HILL ABOUT 300 YARDS SOUTH-SOUTHWEST OF THIS
 PO0578'POINT.  TOP IS BEST REACHED BY DIMLY MARKED TRAIL UP THE EAST
 PO0578'SLOPE OF THE HILL.
 PO0578'
 PO0578'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, PROJECTING
 PO0578'8 INCHES.
 PO0578'
 PO0578'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 2 FEET WEST
 PO0578'OF FENCE LINE, 2-1/2 FEET NORTHWEST OF AN 8-INCH OAK TREE,
 PO0578'62.59 FEET SOUTH OF REFERENCE MARK NO. 1 AND PROJECTS 4 INCHES.
 PO0578'
 PO0578'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION IN FENCE LINE
 PO0578'ON THE WEST SIDE OF COUNTY HIGHWAY H.  IT IS 1.8 MILES BY ROAD.
 PO0578'MARK IS SET ABOUT 0.35 MILE SOUTH OF A SMALL SCHOOLHOUSE, 16-1/2
 PO0578'FEET NORTH OF FENCE CORNER, 16 FEET WEST OF THE CENTER OF THE
 PO0578'ROAD, AND PROJECTS 10 INCHES.
 PO0578'
 PO0578'A LIGHT 60 FEET AT WYE COMES INTO VIEW 25 FEET ABOVE THE GROUND.
 PO0578'
 PO0578'A LIGHT 74 FEET AT TOMAH IS VISLBLE FROM THE GROUND AT THIS
 PO0578'STATION.
 PO0578'
 PO0578'A LIGHT 6 FEET ABOVE MILLS IS VISIBLE FROM THE GROUND AT THIS
 PO0578'STATION.
 PO0578'
 PO0578'A LIGHT 6 FEET ABOVE WINKLER COMES INTO VIEW 25 FEET ABOVE THE
 PO0578'GROUND.
 PO0578'
 PO0578'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PO0578'BRONZE DISKS SET IN CONCRETE POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5108 ***********************************************************************
 DK5108  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5108  DESIGNATION -  BELVIDERE E GPS
 DK5108  PID         -  DK5108
 DK5108  STATE/COUNTY-  WI/BUFFALO
 DK5108  COUNTRY     -  US
 DK5108  USGS QUAD   -  CREAM (2018)
 DK5108
 DK5108                         *CURRENT SURVEY CONTROL
 DK5108  ______________________________________________________________________
 DK5108* NAD 83(2011) POSITION- 44 15 11.37726(N) 091 47 29.24662(W)   ADJUSTED
 DK5108* NAD 83(2011) ELLIP HT-   344.444 (meters)        (06/27/12)   ADJUSTED
 DK5108* NAD 83(2011) EPOCH   -  2010.00
 DK5108* NAVD 88 ORTHO HEIGHT -   374.92  (meters)     1230.1   (feet) GPS OBS
 DK5108  ______________________________________________________________________
 DK5108  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5108  GEOID HEIGHT    -        -30.467 (meters)                     GEOID12A
 DK5108  GEOID HEIGHT    -        -30.471 (meters)                     GEOID18
 DK5108  NAD 83(2011) X  -   -143,058.010 (meters)                     COMP
 DK5108  NAD 83(2011) Y  - -4,573,901.132 (meters)                     COMP
 DK5108  NAD 83(2011) Z  -  4,428,523.653 (meters)                     COMP
 DK5108  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 DK5108
 DK5108  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5108  Standards:
 DK5108         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5108            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5108  -------------------------------------------------------------------
 DK5108  NETWORK    0.38   0.35           0.17   0.14   0.18      0.01978058
 DK5108  -------------------------------------------------------------------
 DK5108  Click here for local accuracies and other accuracy information.
 DK5108
 DK5108.The horizontal coordinates were established by GPS observations
 DK5108.and adjusted by the National Geodetic Survey in June 2012.
 DK5108
 DK5108.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5108.been affixed to the stable North American tectonic plate. See 
 DK5108.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5108
 DK5108.The horizontal coordinates are valid at the epoch date displayed above
 DK5108.which is a decimal equivalence of Year/Month/Day.
 DK5108
 DK5108.The orthometric height was determined by GPS observations and a
 DK5108.high-resolution geoid model using precise GPS observation and
 DK5108.processing techniques.
 DK5108
 DK5108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5108.GEOID18 height accuracy estimate available here.
 DK5108
 DK5108.Click photographs - Photos may exist for this station.
 DK5108
 DK5108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5108
 DK5108.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5108
 DK5108.The ellipsoidal height was determined by GPS observations
 DK5108.and is referenced to NAD 83.
 DK5108
 DK5108. The following values were computed from the NAD 83(2011) position.
 DK5108
 DK5108;                    North         East     Units Scale Factor Converg.
 DK5108;SPC WI C     -    48,228.620   456,938.082   MT  0.99999940   -1 15 50.4
 DK5108;SPC WI C     -   158,230.06  1,499,137.69   sFT  0.99999940   -1 15 50.4
 DK5108;UTM  15      - 4,900,701.552   596,481.079   MT  0.99971448   +0 50 36.3
 DK5108
 DK5108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5108!SPC WI C     -   0.99994599  x   0.99999940  =   0.99994539
 DK5108!UTM  15      -   0.99994599  x   0.99971448  =   0.99966049
 DK5108
 DK5108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9648100701(NAD 83)
 DK5108
 DK5108                          SUPERSEDED SURVEY CONTROL
 DK5108
 DK5108  NAD 83(2007)-  44 15 11.37738(N)    091 47 29.24740(W) AD(2002.00) 1
 DK5108  ELLIP H (07/29/08)  344.476  (m)                       GP(2002.00) 3 1
 DK5108  NAVD 88 (07/29/08)  374.90   (m)  GEOID03  model used  GPS OBS        
 DK5108
 DK5108.Superseded values are not recommended for survey control.
 DK5108
 DK5108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5108.See file dsdata.pdf to determine how the superseded data were derived.
 DK5108
 DK5108_MARKER: DD = SURVEY DISK
 DK5108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5108_STAMPING: BELVIDERE E GPS 2005
 DK5108_MARK LOGO: WIDT
 DK5108_PROJECTION: FLUSH
 DK5108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5108+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2006
 DK5108
 DK5108  HISTORY     - Date     Condition        Report By
 DK5108  HISTORY     - 2004     MONUMENTED       WIDT
 DK5108  HISTORY     - 20061017 GOOD             WIDT
 DK5108
 DK5108                          STATION DESCRIPTION
 DK5108
 DK5108'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5108'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 88 WITH COUNTY
 DK5108'HIGHWAY E ABOUT 8 MI (12.9 KM) SOUTHEAST OF THE CITY OF ALMA, GO
 DK5108'SOUTHWEST ON STATE HIGHWAY 88 FOR 0.45 MI (0.7 KM) TO YAEGER VALLEY
 DK5108'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHWEST ON YAEGER VALLEY ROAD
 DK5108'FOR 2.05 MI (3.3 KM) TO BELVIDERE RIDGE ROAD, TURN LEFT AND GO SOUTH
 DK5108'ON BELVIDERE RIDGE ROAD FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 DK5108'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DK5108'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DK5108'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DK5108'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.5 M
 DK5108'(21.3 FT) NORTHEAST OF THE CENTERLINE OF BELVIDERE RIDGE ROAD, 1.6 M
 DK5108'(5.2 FT) SOUTHWEST OF A POWER PEDESTAL, AND 1.0 M (3.3 FT) WEST,
 DK5108'NORTHEAST, AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5108'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5108'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG9053 ***********************************************************************
 DG9053  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9053  DESIGNATION -  BEN
 DG9053  PID         -  DG9053
 DG9053  STATE/COUNTY-  WI/WASHBURN
 DG9053  COUNTRY     -  US
 DG9053  USGS QUAD   -  DUNN LAKE (2019)
 DG9053
 DG9053                         *CURRENT SURVEY CONTROL
 DG9053  ______________________________________________________________________
 DG9053* NAD 83(2011) POSITION- 45 54 37.95919(N) 091 53 17.55179(W)   ADJUSTED
 DG9053* NAD 83(2011) ELLIP HT-   321.994 (meters)        (06/27/12)   ADJUSTED
 DG9053* NAD 83(2011) EPOCH   -  2010.00
 DG9053* NAVD 88 ORTHO HEIGHT -   350.21  (meters)     1149.0   (feet) GPS OBS
 DG9053  ______________________________________________________________________
 DG9053  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG9053  GEOID HEIGHT    -        -28.223 (meters)                     GEOID12A
 DG9053  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 DG9053  NAD 83(2011) X  -   -146,483.284 (meters)                     COMP
 DG9053  NAD 83(2011) Y  - -4,443,277.249 (meters)                     COMP
 DG9053  NAD 83(2011) Z  -  4,558,566.211 (meters)                     COMP
 DG9053  LAPLACE CORR    -        -12.49  (seconds)                    DEFLEC18
 DG9053
 DG9053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9053  Standards:
 DG9053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9053  -------------------------------------------------------------------
 DG9053  NETWORK    0.48   0.96           0.22   0.17   0.49      0.00892580
 DG9053  -------------------------------------------------------------------
 DG9053  Click here for local accuracies and other accuracy information.
 DG9053
 DG9053.The horizontal coordinates were established by GPS observations
 DG9053.and adjusted by the National Geodetic Survey in June 2012.
 DG9053
 DG9053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9053.been affixed to the stable North American tectonic plate. See 
 DG9053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9053
 DG9053.The horizontal coordinates are valid at the epoch date displayed above
 DG9053.which is a decimal equivalence of Year/Month/Day.
 DG9053
 DG9053.The orthometric height was determined by GPS observations and a
 DG9053.high-resolution geoid model using precise GPS observation and
 DG9053.processing techniques.
 DG9053
 DG9053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9053.GEOID18 height accuracy estimate available here.
 DG9053
 DG9053.Click photographs - Photos may exist for this station.
 DG9053
 DG9053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9053
 DG9053.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9053
 DG9053.The ellipsoidal height was determined by GPS observations
 DG9053.and is referenced to NAD 83.
 DG9053
 DG9053. The following values were computed from the NAD 83(2011) position.
 DG9053
 DG9053;                    North         East     Units Scale Factor Converg.
 DG9053;SPC WI N     -    84,418.517   453,517.917   MT  0.99995537   -1 21 43.6
 DG9053;SPC WI N     -   276,963.08  1,487,916.70   sFT  0.99995537   -1 21 43.6
 DG9053;UTM  15      - 5,084,709.343   586,227.028   MT  0.99969140   +0 47 55.0
 DG9053
 DG9053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9053!SPC WI N     -   0.99994952  x   0.99995537  =   0.99990490
 DG9053!UTM  15      -   0.99994952  x   0.99969140  =   0.99964094
 DG9053
 DG9053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8622784709(NAD 83)
 DG9053
 DG9053                          SUPERSEDED SURVEY CONTROL
 DG9053
 DG9053  NAD 83(2007)-  45 54 37.95928(N)    091 53 17.55237(W) AD(2002.00) 0
 DG9053  ELLIP H (02/10/07)  322.032  (m)                       GP(2002.00)    
 DG9053  NAD 83(1997)-  45 54 37.95928(N)    091 53 17.55307(W) AD(       ) 1
 DG9053  ELLIP H (01/24/05)  322.047  (m)                       GP(       ) 4 1
 DG9053  NAVD 88 (01/24/05)  350.2    (m)  GEOID03  model used  GPS OBS        
 DG9053
 DG9053.Superseded values are not recommended for survey control.
 DG9053
 DG9053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9053.See file dsdata.pdf to determine how the superseded data were derived.
 DG9053
 DG9053_MARKER: DD = SURVEY DISK
 DG9053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9053_STAMPING: 3567 BEN 2004
 DG9053_MARK LOGO: WI-129
 DG9053_PROJECTION: FLUSH
 DG9053_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9053+STABILITY: SURFACE MOTION
 DG9053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9053+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2010
 DG9053
 DG9053  HISTORY     - Date     Condition        Report By
 DG9053  HISTORY     - UNK      MONUMENTED       WI-129
 DG9053  HISTORY     - 20041206 GOOD             WOOLPT
 DG9053  HISTORY     - 20100927 GOOD             WIDT
 DG9053
 DG9053                          STATION DESCRIPTION
 DG9053
 DG9053'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9053'THE STATION IS LOCATED APPROXIMATELY 3.0 MI (4.8 KM) WEST OF TREGO,
 DG9053'6.0 MI (9.6 KM) NORTH OF SPOONER, AND 14.3 MI (23.0 KM) SOUTHWEST OF
 DG9053'MINONG.
 DG9053'
 DG9053'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 53-63
 DG9053'AND COUNTY ROAD E, GO WEST ON COUNTY ROAD E 3.0 MI (4.8 KM) TO COUNTY
 DG9053'ROAD K. TURN RIGHT AND GO NORTH ON COUNTY ROAD K 0.8 MI (1.3 KM) TO
 DG9053'THE STATION ON THE RIGHT. THE STATION IS A 4-INCH DIAMETER BRASS CAP
 DG9053'STAMPED --3567 BEN 2004-- SET IN THE TOP OF AN 18-INCH DIAMETER
 DG9053'CONCRETE MONUMENT AND FLUSH WITH GROUND.
 DG9053'
 DG9053'THE STATION IS 31.0 FT (9.4 M) EAST OF THE CENTERLINE OF COUNTY ROAD
 DG9053'K, 3.0 FT (0.9 KM) WEST OF A WHITE CARSONITE WITNESS POST, 11.0 FT
 DG9053'(3.35 M) SOUTHWEST OF A FENCE POST AND GATE, AND 25.0 FT (7.6 M) SOUTH
 DG9053'OF A FIELD ENTRANCE.
 DG9053
 DG9053                          STATION RECOVERY (2010)
 DG9053
 DG9053'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 DG9053'-NOTE-WHITE CARSONITE WITNESS POST HAS BEEN REMOVED, MARK IS 1 M (3.3
 DG9053'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION
 DG9053'AND 0.5 M (1.6 FT) EAST OF A GREEN METAL POST WITH YELLOW 'SURVEY
 DG9053'MARKER' SIGN.  STATION HAS NO VISIBLE OBSTRUCTIONS GREATER THAN 15
 DG9053'DEGREES ABOVE HORIZON EXCEPT TREES IN THE NORTH QUADRANTS EXTENDING TO
 DG9053'30 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0361 ***********************************************************************
 QL0361  DESIGNATION -  BENCH MARK
 QL0361  PID         -  QL0361
 QL0361  STATE/COUNTY-  WI/MARINETTE
 QL0361  COUNTRY     -  US
 QL0361  USGS QUAD   -  MARINETTE WEST (2018)
 QL0361
 QL0361                         *CURRENT SURVEY CONTROL
 QL0361  ______________________________________________________________________
 QL0361* NAD 83(1986) POSITION- 45 03 16.     (N) 087 44 50.     (W)   SCALED
 QL0361* NAVD 88 ORTHO HEIGHT -   185.693 (meters)      609.23  (feet) ADJUSTED
 QL0361  ______________________________________________________________________
 QL0361  GEOID HEIGHT    -        -36.720 (meters)                     GEOID18
 QL0361  DYNAMIC HEIGHT  -        185.677 (meters)      609.18  (feet) COMP
 QL0361  MODELED GRAVITY -    980,528.7   (mgal)                       NAVD 88
 QL0361
 QL0361  VERT ORDER      -  FIRST     CLASS 0
 QL0361
 QL0361.The horizontal coordinates were scaled from a map and have
 QL0361.an estimated accuracy of +/- 6 seconds.
 QL0361
 QL0361.The orthometric height was determined by differential leveling and
 QL0361.adjusted by the NATIONAL GEODETIC SURVEY
 QL0361.in June 1991.
 QL0361
 QL0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0361.GEOID18 height accuracy estimate available here.
 QL0361
 QL0361.Click photographs - Photos may exist for this station.
 QL0361
 QL0361.The dynamic height is computed by dividing the NAVD 88
 QL0361.geopotential number by the normal gravity value computed on the
 QL0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0361.degrees latitude (g = 980.6199 gals.).
 QL0361
 QL0361.The modeled gravity was interpolated from observed gravity values.
 QL0361
 QL0361;                    North         East    Units  Estimated Accuracy
 QL0361;SPC WI C     -   138,150.      777,420.      MT  (+/- 180 meters Scaled)
 QL0361
 QL0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ411892(NAD 83)
 QL0361
 QL0361                          SUPERSEDED SURVEY CONTROL
 QL0361
 QL0361.No superseded survey control is available for this station.
 QL0361
 QL0361_MARKER: DD = SURVEY DISK
 QL0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0361_SP_SET: BRIDGE
 QL0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0361
 QL0361  HISTORY     - Date     Condition        Report By
 QL0361  HISTORY     - UNK      MONUMENTED       WIHD
 QL0361  HISTORY     - 1972     GOOD             NGS
 QL0361  HISTORY     - 1990     GOOD             USPSQD
 QL0361  HISTORY     - 19910606 GOOD             USPSQD
 QL0361  HISTORY     - 19960902 GOOD             USPSQD
 QL0361  HISTORY     - 20011026 GOOD             USPSQD
 QL0361  HISTORY     - 20031026 GOOD             USPSQD
 QL0361  HISTORY     - 20060411 GOOD             USPSQD
 QL0361
 QL0361                          STATION DESCRIPTION
 QL0361
 QL0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0361'AT PESHTIGO.
 QL0361'AT PESHTIGO, SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 QL0361'GUARDRAIL BASE TO THE U.S. HIGHWAY 41 BRIDGE OVER PESHTIGO
 QL0361'RIVER, 5 FEET SOUTH OF THE SOUTH CURB OF THE BRIDGE, 3 FEET
 QL0361'WEST OF THE EAST END OF THE GUARDRAIL AND 1 FOOT ABOVE THE LEVEL
 QL0361'OF THE HIGHWAY.  SECTION 19, T 30N, R 23E
 QL0361
 QL0361                          STATION RECOVERY (1990)
 QL0361
 QL0361'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0361'RECOVERED IN GOOD CONDITION.
 QL0361
 QL0361                          STATION RECOVERY (1991)
 QL0361
 QL0361'RECOVERY NOTE BY US POWER SQUADRON 1991 (RPT)
 QL0361'RECOVERED IN GOOD CONDITION.
 QL0361
 QL0361                          STATION RECOVERY (1996)
 QL0361
 QL0361'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0361'RECOVERED IN GOOD CONDITION.
 QL0361
 QL0361                          STATION RECOVERY (2001)
 QL0361
 QL0361'RECOVERY NOTE BY US POWER SQUADRON 2001 (RT)
 QL0361'RECOVERED IN GOOD CONDITION.
 QL0361
 QL0361                          STATION RECOVERY (2003)
 QL0361
 QL0361'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0361'RECOVERED IN GOOD CONDITION.
 QL0361
 QL0361                          STATION RECOVERY (2006)
 QL0361
 QL0361'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0532 ***********************************************************************
 PM0532  DESIGNATION -  BENDER
 PM0532  PID         -  PM0532
 PM0532  STATE/COUNTY-  WI/BROWN
 PM0532  COUNTRY     -  US
 PM0532  USGS QUAD   -  NEW FRANKEN (2018)
 PM0532
 PM0532                         *CURRENT SURVEY CONTROL
 PM0532  ______________________________________________________________________
 PM0532* NAD 83(1991) POSITION- 44 36 34.49483(N) 087 51 55.68955(W)   ADJUSTED
 PM0532* NAVD 88 ORTHO HEIGHT -   200.    (meters)      656.    (feet) SCALED
 PM0532  ______________________________________________________________________
 PM0532  GEOID HEIGHT    -        -36.296 (meters)                     GEOID18
 PM0532  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 PM0532  HORZ ORDER      -  SECOND
 PM0532
 PM0532.The horizontal coordinates were established by classical geodetic methods
 PM0532.and adjusted by the National Geodetic Survey in November 1991.
 PM0532
 PM0532.The orthometric height was scaled from a topographic map.
 PM0532
 PM0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0532.GEOID18 height accuracy estimate available here.
 PM0532
 PM0532.Click photographs - Photos may exist for this station.
 PM0532
 PM0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0532
 PM0532. The following values were computed from the NAD 83(1991) position.
 PM0532
 PM0532;                    North         East     Units Scale Factor Converg.
 PM0532;SPC WI C     -    88,481.913   769,412.279   MT  0.99995147   +1 30 21.9
 PM0532;SPC WI C     -   290,294.41  2,524,313.45   sFT  0.99995147   +1 30 21.9
 PM0532;UTM  16      - 4,939,945.647   431,326.094   MT  0.99965799   -0 36 28.1
 PM0532
 PM0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0532!SPC WI C     -   0.99997434  x   0.99995147  =   0.99992581
 PM0532!UTM  16      -   0.99997434  x   0.99965799  =   0.99963234
 PM0532
 PM0532:                Primary Azimuth Mark                     Grid Az
 PM0532:SPC WI C     -  BENDER AZ MK                             101 46 40.3
 PM0532:UTM  16      -  BENDER AZ MK                             103 53 30.3
 PM0532
 PM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3132639945(NAD 83)
 PM0532
 PM0532|---------------------------------------------------------------------|
 PM0532| PID    Reference Object                     Distance      Geod. Az  |
 PM0532|                                                           dddmmss.s |
 PM0532| CJ4267 BENDER AZ MK                                       1031702.2 |
 PM0532| CJ4268 BENDER RM 1                          27.789 METERS 10317     |
 PM0532| CJ5942 KROK PP                                            12051     |
 PM0532| PM0534 TT 42 MF                             56.566 METERS 17000     |
 PM0532|---------------------------------------------------------------------|
 PM0532
 PM0532                          SUPERSEDED SURVEY CONTROL
 PM0532
 PM0532  NAD 83(1986)-  44 36 34.48615(N)    087 51 55.67651(W) AD(       ) 2
 PM0532  NAD 27      -  44 36 34.50800(N)    087 51 55.31900(W) AD(       ) 2
 PM0532
 PM0532.Superseded values are not recommended for survey control.
 PM0532
 PM0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0532.See file dsdata.pdf to determine how the superseded data were derived.
 PM0532
 PM0532_MARKER: DS = TRIANGULATION STATION DISK
 PM0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0532_STAMPING: BENDER 1953
 PM0532_MARK LOGO: CGS
 PM0532_PROJECTION: FLUSH
 PM0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0532+STABILITY: SURFACE MOTION
 PM0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0532+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2025
 PM0532
 PM0532  HISTORY     - Date     Condition        Report By
 PM0532  HISTORY     - 1953     MONUMENTED       CGS
 PM0532  HISTORY     - 19850101 GOOD             NGS
 PM0532  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PM0532  HISTORY     - 20050803 GOOD             WIDT
 PM0532  HISTORY     - 20251018 GOOD             USPSQD
 PM0532
 PM0532                          STATION DESCRIPTION
 PM0532
 PM0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0532'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF GREEN BAY IN THE
 PM0532'VILLAGE OF BENDERVILLE NEAR THE EDGE OF A HIGH BLUFF OVERLOOKING GREEN
 PM0532'BAY AND IS ON PROPERTY OWNED BY JACK DRANKHOFF.  IT IS 86 FEET
 PM0532'NORTHWEST OF THE INTERSECTION OF COUNTY HIGHWAY A AND A PAVED ROAD
 PM0532'NORTH, 86 FEET WEST OF A STONE HISTORICAL MONUMENT, 80 FEET NORTH OF
 PM0532'THE NORTHEAST CORNER OF A FRAME HOUSE, 57 FEET WEST OF A POWER LINE
 PM0532'POLE AND 14 FEET NORTHWEST OF A WHITE WITNESS POST.  IT IS FLUSH AND
 PM0532'THE DISK IS STAMPED BENDER 1953.
 PM0532'
 PM0532'REFERENCE MARK NO. 1 IS 34 FEET NORTHEAST OF THE INTERSECTION AND 6
 PM0532'FEET SOUTH OF THE STONE HISTORICAL MONUMENT.  IT IS FLUSH AND THE DISK
 PM0532'IS STAMPED BENDER NO 1 1953.
 PM0532'
 PM0532'TT 42 MF (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 66 FEET EAST
 PM0532'OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 3 FEET NORTHWEST OF A
 PM0532'TELEPHONE POLE AND 18 FEET EAST OF COUNTY HIGHWAY A.  IT IS A 6X6 INCH
 PM0532'CONCRETE POST THAT PROJECTS 4 INCHES WITH A BRONZE USGS BENCH MARK
 PM0532'DISK STAMPED TT 42 MF 1951 656 (FEET ABOVE SEA LEVEL).
 PM0532'
 PM0532'AZIMUTH MARK IS 36 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 7
 PM0532'FEET EAST OF THE CENTER OF A FARM LANE, 2 FEET SOUTHEAST OF A POWER
 PM0532'LINE POLE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  IT IS FLUSH AND
 PM0532'THE DISK IS STAMPED BENDER 1953.
 PM0532'
 PM0532'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 54 AND 57
 PM0532'ABOUT 6.5 MILES NORTHEAST OF GREEN BAY, GO NORTHEAST ON HIGHWAY 57 FOR
 PM0532'5.75 MILES TO THE JUNCTION WITH COUNTY HIGHWAY A, TURN LEFT AND GO
 PM0532'WEST ON HIGHWAY A FOR 1.15 MILES TO A FARM LANE LEFT, CONTINUE WEST ON
 PM0532'HIGHWAY A FOR 0.5 MILE TO A PAVED ROAD NORTH AND THE STATION AS
 PM0532'DESCRIBED.
 PM0532'
 PM0532'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON FARM LANE FOR
 PM0532'0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PM0532'
 PM0532'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0532
 PM0532                          STATION RECOVERY (1985)
 PM0532
 PM0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 PM0532'THE STATION MARK, REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 PM0532'THE DISTANCE TO REFERENCE MARK 1 CHECKED THE 1953 DATA.  A NEW
 PM0532'REFERENCE MARK 3 AND AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  A
 PM0532'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PM0532'
 PM0532'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF GREEN BAY
 PM0532'IN THE VILLAGE OF BENDERVILLE, NEAR THE EDGE OF A HIGH BLUFF
 PM0532'OVERLOOKING GREEN BAY.  OWNERSHIP--LAND RESERVED FOR A PUBLIC PARK IN
 PM0532'PLAT OF KIS-KE-KWAN-TE-NO.
 PM0532'
 PM0532'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 54 AND 57
 PM0532'ABOUT 6.5 MI (10.5 KM) NORTHEAST OF GREEN BAY, GO NORTHEAST ON HIGHWAY
 PM0532'57 FOR 5.75 MI (9.25 KM) TO THE JUNCTION OF COUNTY HIGHWAY A.  TURN
 PM0532'LEFT AND GO WEST ON COUNTY TRUNK A FOR 0.8 MI (1.3 KM) TO A FIELD
 PM0532'ENTRANCE ROAD ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 PM0532'WEST FOR 0.15 MI (0.24 KM) TO A SIDE ROAD RIGHT, BODART ROAD.  TURN
 PM0532'RIGHT AND GO NORTHEASTERLY FOR 0.1 MI (0.2 KM) TO A SIDEROAD LEFT,
 PM0532'TURN LEFT AND GO NORTHWESTERLY FOR 0.1 MI (0.2 KM) TO A CROSSROAD AND
 PM0532'THE STATION AS DESCRIBED.
 PM0532'
 PM0532'THE STATION IS A STANDARD NGS DISK STAMPED---BENDER 1953---, SET INTO
 PM0532'THE TOP OF A SQUARE CONCRETE MONUMENT 35 CM (12 INCHES) ON SIDE, FLUSH
 PM0532'WITH GROUND.  LOCATED 26.213 M (86.000 FT) WEST FROM A STONE
 PM0532'HISTORICAL MONUMENT, 24.384 M (80.000 FT) NORTH FROM THE NORTHEAST
 PM0532'CORNER OF TRAM HOUSE, 17.374 M (57.001 FT) WEST FROM A UTILITY POLE,
 PM0532'5.944 M (19.501 FT) NORTH FROM THE NORTHWEST CORNER OF GARAGE AND
 PM0532'1.524 M (5.000 FT) NORTH FROM A 4X4 INCH WOODEN WITNESS POST.
 PM0532'
 PM0532'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED
 PM0532'---BENDER NO 1 1953---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 PM0532'35 CM (12 INCHES) ON SIDE, FLUSH WITH GROUND.  LOCATED 1.829 M
 PM0532'(6.001 FT) SOUTH FROM THE STONE HISTORICAL MONUMENT, 5.486 M (17.999
 PM0532'FT) EAST FROM THE CENTER OF A GRAVEL ROAD, 6.401 M (21.001 FT)
 PM0532'SOUTHWEST FROM A BLANK INCH SHAG BARK HICKORY TREE AND 0.2 M (0.7 FT)
 PM0532'ABOVE THE LEVEL OF THE STATION.
 PM0532'
 PM0532'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED
 PM0532'---BENDER 1953 NO 3 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 PM0532'MONUMENT 30 CM (10 INCHES) IN DIAMETER, FLUSH WITH GROUND.  LOCATED
 PM0532'16.764 M (55.00 FT) NORTHWEST FROM THE NORTHWEST CORNER OF GARAGE,
 PM0532'25.298 M (82.999 FT) WEST FROM THE CENTERLINE OF A GRAVEL ROAD, 0.305
 PM0532'M (1.001 FT) EAST FROM THE EDGE OF WOODS AND EDGE OF HILL, AND LOWER
 PM0532'THAN THE STATION.
 PM0532'
 PM0532'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED
 PM0532'---BENDER 1953 NO 2 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 PM0532'MONUMENT 30 CM (10 INCHES) IN DIAMETER, FLUSH WITH GROUND.  LOCATED
 PM0532'6.523 M (21.401 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD
 PM0532'A, 5.060 M (16.601 FT) WEST FROM THE WEST END OF A CULVERT AND 1.737 M
 PM0532'(5.699 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 PM0532
 PM0532                          STATION RECOVERY (2003)
 PM0532
 PM0532'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0532'STATION AND REFERENCE MARKS NOT FOUND.  HIGHWAY 57 HAS BEEN RE-ROUTED
 PM0532'AS HAS COUNTY HIGHWAY A.  NEW DIRECTIONS TO STATION-- FROM THE
 PM0532'JUNCTION OF HIGHWAY 57 AND COUNTY HIGHWAY T TO THE SOUTHEAST AND
 PM0532'COUNTY A TO THE WEST AND SOUTH, TURN ONTO COUNTY HIGHWAY A.  FROM
 PM0532'HIGHWAY 57, COUNTY HIGHWAY A GOES SOUTH ON OLD HIGHWAY 57 FOR 1.2
 PM0532'MILES TO WHERE IT CURVES TO THE SOUTHWEST.  CONTINUE SOUTHWEST ON CTH
 PM0532'A FOR 0.9 MILE TO BODART ROAD ON THE RIGHT.  TURN RIGHT ON BODART ROAD
 PM0532'AND GO 0.1 MILE TO BENDERVILLE ROAD.  TURN LEFT ON BENDERVILLE RD. AND
 PM0532'GO FOR ABOUT 0.1 MILE TO CURVE TO THE LEFT AND MONUMENT AND STATION ON
 PM0532'THE RIGHT BETWEEN ADDRESSES 4547 AND 4556.
 PM0532
 PM0532                          STATION RECOVERY (2005)
 PM0532
 PM0532'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0532'THE STATION IS 22.2 M SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 PM0532'PATIO BLOCK SIDEWALK THAT IS LOCATED ON THE PROPERTY OF THE BROWN
 PM0532'COUNTY HISTORICAL SOCIETY, 14.5 M WEST OF A 0.3 M DIAMETER RED PINE,
 PM0532'5.9 M NORTH OF THE NORTH FACE OF A WHITE GARAGE, 3.7 M NORTHEAST OF
 PM0532'THE EASTERN MOST CEDAR POST OF A WOODEN FENCE LINE RUNNING EAST-WEST
 PM0532'AND BEING WEST OF THE WHITE GARAGE, AND 0.3 M NORTH OF AN ORANGE
 PM0532'FIBERGLASS WITNESS POST, AND FLUSH WITH THE GROUND.
 PM0532
 PM0532                          STATION RECOVERY (2025)
 PM0532
 PM0532'RECOVERY NOTE BY US POWER SQUADRON 2025 (OJB)
 PM0532'THIS PROPERTY HAS BEEN SOLD TO A PRIVATE PARTY AND IS NO LONGER THE
 PM0532'PROPERTY OF BROWN COUNTY HISTORICAL SOCIETY.  THE PROPERTY OWNER IS
 PM0532'BRADLEY OTTUM.  HIS HOME IS LOCATED AT 4556 BENDERVILLE ROAD, A
 PM0532'ONE-STORY GRAY HOUSE.
 PM0532'
 PM0532'THE STATION IS CLOSER TO A NEIGHBORING WHITE HOME'S GARAGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0567 ***********************************************************************
 QN0567  DESIGNATION -  BENDICKSON
 QN0567  PID         -  QN0567
 QN0567  STATE/COUNTY-  WI/DUNN
 QN0567  COUNTRY     -  US
 QN0567  USGS QUAD   -  RIDGELAND NE (2018)
 QN0567
 QN0567                         *CURRENT SURVEY CONTROL
 QN0567  ______________________________________________________________________
 QN0567* NAD 83(1996) POSITION- 45 10 00.61242(N) 091 48 40.29053(W)   ADJUSTED
 QN0567* NAVD 88 ORTHO HEIGHT -   405.    (meters)     1329.    (feet) SCALED
 QN0567  ______________________________________________________________________
 QN0567  GEOID HEIGHT    -        -30.506 (meters)                     GEOID18
 QN0567  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 QN0567  HORZ ORDER      -  FIRST
 QN0567
 QN0567.The horizontal coordinates were established by classical geodetic methods
 QN0567.and adjusted by the National Geodetic Survey in March 1999.
 QN0567
 QN0567.The orthometric height was scaled from a topographic map.
 QN0567
 QN0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0567.GEOID18 height accuracy estimate available here.
 QN0567
 QN0567.Click photographs - Photos may exist for this station.
 QN0567
 QN0567.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0567
 QN0567. The following values were computed from the NAD 83(1996) position.
 QN0567
 QN0567;                    North         East     Units Scale Factor Converg.
 QN0567;SPC WI C     -   149,767.108   457,626.721   MT  0.99995355   -1 16 40.6
 QN0567;SPC WI C     -   491,360.92  1,501,397.00   sFT  0.99995355   -1 16 40.6
 QN0567;UTM  15      - 5,002,171.500   593,423.928   MT  0.99970732   +0 50 35.2
 QN0567
 QN0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0567!SPC WI C     -   0.99994129  x   0.99995355  =   0.99989484
 QN0567!UTM  15      -   0.99994129  x   0.99970732  =   0.99964862
 QN0567
 QN0567:                Primary Azimuth Mark                     Grid Az
 QN0567:SPC WI C     -  BENDICKSON AZ MK                         286 41 37.6
 QN0567:UTM  15      -  BENDICKSON AZ MK                         284 34 21.8
 QN0567
 QN0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9342302171(NAD 83)
 QN0567
 QN0567|---------------------------------------------------------------------|
 QN0567| PID    Reference Object                     Distance      Geod. Az  |
 QN0567|                                                           dddmmss.s |
 QN0567| CJ4271 BENDICKSON RM 2                      30.623 METERS 13652     |
 QN0567| CJ4269 BENDICKSON AZ MK                                   2852457.0 |
 QN0567|---------------------------------------------------------------------|
 QN0567
 QN0567                          SUPERSEDED SURVEY CONTROL
 QN0567
 QN0567  NAD 83(1991)-  45 10 00.61041(N)    091 48 40.29059(W) AD(       ) 1
 QN0567  NAD 83(1986)-  45 10 00.60333(N)    091 48 40.29892(W) AD(       ) 1
 QN0567  NAD 27      -  45 10 00.74200(N)    091 48 39.67400(W) AD(       ) 1
 QN0567
 QN0567.Superseded values are not recommended for survey control.
 QN0567
 QN0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0567.See file dsdata.pdf to determine how the superseded data were derived.
 QN0567
 QN0567_MARKER: DS = TRIANGULATION STATION DISK
 QN0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0567_STAMPING: BENDICKSON 1934
 QN0567_MARK LOGO: CGS
 QN0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0567+STABILITY: SURFACE MOTION
 QN0567
 QN0567  HISTORY     - Date     Condition        Report By
 QN0567  HISTORY     - 1934     MONUMENTED       CGS
 QN0567  HISTORY     - 1973     GOOD             USGS
 QN0567
 QN0567                          STATION DESCRIPTION
 QN0567
 QN0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0567'THIS STATION IS ABOUT 6 MILES WEST OF SAND CREEK, ABOUT 6-1/2
 QN0567'MILES SOUTH OF DALLAS, ABOUT 15-1/2 MILES WEST-NORTHWEST OF BLOOMER,
 QN0567'IN SEC. 23, T. 31 N., R. 12 W., ON LAND OWNED AND OCCUPIED BY A.
 QN0567'BENDICKSON.  THE MARK IS SET ON THE WEST END OF A LARGE BLUFF
 QN0567'NEAR THE NORTH SLOPE OF THE BLUFF.  IT IS 50 FEET SOUTH OF THE
 QN0567'NORTH SLOPE, ABOUT 50 FEET EAST OF THE WEST SLOPE, 20 FEET
 QN0567'WEST OF TWIN OAK TREES, 31 FEET EAST OF 5-INCH OAK TREE
 QN0567'(NOTE--TREES ARE MARKED WITH A TRIANGULAR BLAZE), ABOUT 1 FOOT
 QN0567'SOUTH OF LINE BETWEEN THE TWO TREES, AND PROJECTS 2 INCHES.
 QN0567'
 QN0567'TO REACH FROM SAND CREEK GO WEST ON COUNTY HIGHWAY U FOR 2.8
 QN0567'MILES TO SIDE ROAD TO NORTH, HIGHWAY U ALSO GOING NORTH AT THIS
 QN0567'POINT.  CONTINUE WEST ON DIRT ROAD FOR 0.1 MILE TO SIDE ROAD TO
 QN0567'RIGHT.  HERE TAKE LEFT FORK AND GO SOUTH 0.8 MILE TO SIDE ROAD
 QN0567'TO WEST, THENCE WEST ON DIRT ROAD 1.5 MILES TO T-ROAD, THENCE
 QN0567'NORTH 0.5 MILE TO TURN WEST, THENCE WEST 2.1 MILES TO T-ROAD,
 QN0567'THENCE NORTH 0.3 MILE TO TURN WEST, WEST 0.6 MILE TO TURN
 QN0567'NORTH, NORTH 0.25 MILE TO TURN WEST, WEST 0.25 MILE TO SIDE
 QN0567'ROAD TO SOUTH AND SCHOOLHOUSE IN THE SOUTHWEST CORNER.  HERE GO
 QN0567'SOUTH FOR 1.55 MILES TO TOP OF LONG HILL AND GATE TO LEFT
 QN0567'LEADING INTO A CULTIVATED FIELD.  GO THROUGH GATE AND
 QN0567'FOLLOW FARM ROAD 0.1 MILE TO GATE, THENCE STRAIGHT AHEAD 0.1
 QN0567'MILE TO GATE, THENCE 0.15 MILE BEARING TO LEFT TO GATE INTO
 QN0567'PASTURE, THENCE 0.1 MILE BEARING TO RIGHT AROUND HEAD OF SMALL
 QN0567'VALLEY TO THE NORTHEAST CORNER OF CULTIVATED FIELD.
 QN0567'STATION IS ABOUT 200 YARDS SOUTHEAST OF THIS POINT ON THE
 QN0567'HIGHEST POINT OF THE HILL.
 QN0567'
 QN0567'REFERENCE MARK NO. 1 IS EAST OF THE STATION ALONG THE TOP OF THE
 QN0567'RIDGE, 10 FEET SOUTH OF THE NORTH SLOPE, AND PROJECTS 5 INCHES.
 QN0567'
 QN0567'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 30 FEET NORTH OF THE
 QN0567'SOUTH SLOPE, AND PROJECTS 9 INCHES.
 QN0567'
 QN0567'AZIMUTH MARK IS NORTHWEST OF THE STATION ON THE TOP OF HILL.  IT IS
 QN0567'ON THE SOUTH EDGE OF THE RIGHT-OF-WAY, 12 FEET SOUTH OF THE
 QN0567'CENTER OF THE ROAD, AND PROJECTS 10 INCHES.
 QN0567'
 QN0567'LIGHTS 74 FEET ABOVE STATIONS LARSON AND DAVIS ARE VISIBLE FROM
 QN0567'THE GROUND.
 QN0567'
 QN0567'STATION DUNNEWA IS VISIBLE FROM THE GROUND.
 QN0567'
 QN0567'A LIGHT 74 FEET ABOVE STATION KREIER IS VISIBLE FROM THE GROUND.
 QN0567'
 QN0567'A LIGHT 87 FEET ABOVE STATION EVASKA IS VISIBLE FROM THE GROUND.
 QN0567'
 QN0567'A LIGHT 47 FEET ABOVE STATIN PINGLE IS VISIBLE FROM THE GROUND.
 QN0567'
 QN0567'A LIGHT 60 FEET ABOVE STATION STROM IS VISIBLE FROM THE GROUND.
 QN0567
 QN0567                          STATION RECOVERY (1973)
 QN0567
 QN0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 QN0567'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION
 QN0567'
 QN0567'DESCRIPTION ADEQUATE
 QN0567'
 QN0567'DISTANCES AND DIRECTIONS CHECKED OK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0694 ***********************************************************************
 NJ0694  DESIGNATION -  BENNETT
 NJ0694  PID         -  NJ0694
 NJ0694  STATE/COUNTY-  WI/GRANT
 NJ0694  COUNTRY     -  US
 NJ0694  USGS QUAD   -  GUTTENBERG (2018)
 NJ0694
 NJ0694                         *CURRENT SURVEY CONTROL
 NJ0694  ______________________________________________________________________
 NJ0694* NAD 83(1996) POSITION- 42 48 48.59075(N) 091 00 36.40184(W)   ADJUSTED
 NJ0694* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 NJ0694  ______________________________________________________________________
 NJ0694  GEOID HEIGHT    -        -31.947 (meters)                     GEOID18
 NJ0694  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC18
 NJ0694  HORZ ORDER      -  FIRST
 NJ0694
 NJ0694.The horizontal coordinates were established by classical geodetic methods
 NJ0694.and adjusted by the National Geodetic Survey in March 1999.
 NJ0694
 NJ0694.The orthometric height was scaled from a topographic map.
 NJ0694
 NJ0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0694.GEOID18 height accuracy estimate available here.
 NJ0694
 NJ0694.Click photographs - Photos may exist for this station.
 NJ0694
 NJ0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 NJ0694
 NJ0694. The following values were computed from the NAD 83(1996) position.
 NJ0694
 NJ0694;                    North         East     Units Scale Factor Converg.
 NJ0694;SPC WI S     -    90,872.760   517,389.121   MT  0.99998480   -0 41 38.6
 NJ0694;SPC WI S     -   298,138.38  1,697,467.47   sFT  0.99998480   -0 41 38.6
 NJ0694;UTM  15      - 4,742,024.675   662,684.761   MT  0.99992561   +1 21 09.5
 NJ0694
 NJ0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0694!SPC WI S     -   0.99995483  x   0.99998480  =   0.99993963
 NJ0694!UTM  15      -   0.99995483  x   0.99992561  =   0.99988045
 NJ0694
 NJ0694:                Primary Azimuth Mark                     Grid Az
 NJ0694:SPC WI S     -  BENNETT AZ MK                            263 07 41.2
 NJ0694:UTM  15      -  BENNETT AZ MK                            261 04 53.1
 NJ0694
 NJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6268442024(NAD 83)
 NJ0694
 NJ0694|---------------------------------------------------------------------|
 NJ0694| PID    Reference Object                     Distance      Geod. Az  |
 NJ0694|                                                           dddmmss.s |
 NJ0694| CI5106 BENNETT RM 3                         25.754 METERS 08752     |
 NJ0694| NJ0960 CASSVILLE RAD STA KSB 631 MAST      APPROX. 9.6 KM 1562724.1 |
 NJ0694| CI5103 BENNETT AZ MK                                      2622602.6 |
 NJ0694| CI5104 BENNETT RM 1                         25.324 METERS 26932     |
 NJ0694| CI5105 BENNETT RM 2 AZIMUTH                               32831     |
 NJ0694|---------------------------------------------------------------------|
 NJ0694
 NJ0694                          SUPERSEDED SURVEY CONTROL
 NJ0694
 NJ0694  NAD 83(1991)-  42 48 48.58487(N)    091 00 36.39745(W) AD(       ) 1
 NJ0694  NAD 83(1986)-  42 48 48.58273(N)    091 00 36.39963(W) AD(       ) 1
 NJ0694  NAD 27      -  42 48 48.61800(N)    091 00 35.94100(W) AD(       ) 1
 NJ0694
 NJ0694.Superseded values are not recommended for survey control.
 NJ0694
 NJ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0694.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0694
 NJ0694_MARKER: DS = TRIANGULATION STATION DISK
 NJ0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0694_STAMPING: BENNETT 1931
 NJ0694_MARK LOGO: CGS
 NJ0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0694+STABILITY: SURFACE MOTION
 NJ0694
 NJ0694  HISTORY     - Date     Condition        Report By
 NJ0694  HISTORY     - 1931     MONUMENTED       CGS
 NJ0694  HISTORY     - 1958     GOOD             CGS
 NJ0694  HISTORY     - 1962     MARK NOT FOUND   USGS
 NJ0694  HISTORY     - 19980917 MARK NOT FOUND   USPSQD
 NJ0694
 NJ0694                          STATION DESCRIPTION
 NJ0694
 NJ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0694'SEVEN MILES NORTH OF CASSVILLE, 2 MILES WEST OF NORTH ANDOVER,
 NJ0694'ON HIGHEST GROUND IN VICINITY, IN CULTIVATED FIELD BELONGING TO
 NJ0694'MR. L.H. BENNETT, WHO LIVES IN A LARGE BRICK HOUSE 1/2 MILE
 NJ0694'WEST OF THE STATION.
 NJ0694'
 NJ0694'TO REACH FROM CASSVILLE, GO VIA STATE HIGHWAY 133 TO NORTH
 NJ0694'ANDOVER, THENCE WEST ON COUNTY HIGHWAY V FOR 3.0 MILES TO
 NJ0694'CROSSROADS WITH SMALL TRIANGULAR GRASS PLOT, THENCE LEFT (SOUTH)
 NJ0694'FOR 0.5 MILE TO MR. BENNETTS HOUSE ON LEFT-HAND SIDE OF THE
 NJ0694'ROAD.
 NJ0694'
 NJ0694'THE MARK IS 1/2 MILE EAST OF THE HOUSE, IN CULTIVATED FIELD,
 NJ0694'ON THE HIGHEST POINT OF GROUND, IN EAST-WEST FENCE LINE
 NJ0694'BETWEEN TWO FIELDS.  IT IS 125 YARDS WEST OF AN OLD LANE, AND
 NJ0694'ABOUT 130 YARDS WEST-NORTHWEST OF AN OLD WINDMILL AT END OF
 NJ0694'LANE.  MARK PROJECTS ABOUT ONE INCH ABOVE THE GROUND.
 NJ0694'
 NJ0694'REFERENCE MARK NO. 1 IS WEST OF THE STATION, ON THE SAME
 NJ0694'EAST-WEST FENCE LINE AS THE STATION, AND PROJECTS 4 INCHES
 NJ0694'ABOVE THE SURFACE OF THE GROUND.
 NJ0694'
 NJ0694'REFERENCE MARK NO. 2 IS 3/4 MILE NORTHWEST OF THE STATION, 1
 NJ0694'FOOT SOUTH OF FENCE ON NORTH SIDE OF COUNTY HIGHWAY V, 8 METERS
 NJ0694'NORTH OF CENTERLINE OF ROAD, 50 METERS EAST OF THE NORTHEAST
 NJ0694'CORNER OF AN ORCHARD ON SOUTH SIDE OF ROAD, 0.1 MILE EAST OF THE
 NJ0694'INTERSECTION OF COUNTY HIGHWAY V AND A COUNTRY GRAVELED ROAD,
 NJ0694'AND PROJECTS 10 INCHES ABOVE THE SURFACE.
 NJ0694'
 NJ0694'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 NJ0694
 NJ0694                          STATION RECOVERY (1958)
 NJ0694
 NJ0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0694'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 NJ0694'REFERENCE MARK 2 WAS FOUND DESTROYED BY ROAD CONSTRUCTION.
 NJ0694'THE FENCE MENTIONED IN THE DESCRIPTION OF THE STATION HAS BEEN
 NJ0694'MOVED AND THE OLD LANE MEASURED TO IS NO LONGER EVIDENT.  THE
 NJ0694'LAND IS NOW OWNED BY MR. RICHARD METCALF INSTEAD OF MR. L.H.
 NJ0694'BENNETT.  AN AZIMUTH MARK AND REFERENCE MARK 3 WAS ESTABLISHED
 NJ0694'AT THIS TIME.  THE DIRECTION TO REFERENCE MARK 1 CHECKED AND THE
 NJ0694'DISTANCE WAS FOUND TO BE .016 METER SMALLER THAN PREVIOUSLY
 NJ0694'MEASURED.  A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 NJ0694'
 NJ0694'THE STATION IS ABOUT 7.0 MILES NORTH OF CASSVILLE, AND 2 MILES
 NJ0694'WEST OF NORTH ANDOVER IN THE NORTHEAST QUARTER OF SECTION 19,
 NJ0694'T-4-N, R-5-W ON THE HIGHEST GROUND IN THE VICINITY AND ON THE
 NJ0694'PROPERTY OF MR. RICHARD METCALF.  IT IS ABOUT 0.5 MILE EAST OF A
 NJ0694'FARM HOUSE, 130 YARDS NORTHWEST OF AN OLD WINDMILL, 10 FEET NORTH
 NJ0694'OF THE CENTERLINE OF A FARM LANE, AND 4 FEET SOUTH OF AN
 NJ0694'EAST-WEST WIRE FENCE.  THE MONUMENT IS 3 INCHES UNDERGROUND AND
 NJ0694'THE DISK IS STAMPED BENNETT 1931.
 NJ0694'
 NJ0694'TO REACH THE STATION FROM THE RATTLE SNAKE RIVER BRIDGE
 NJ0694'(JUNCTION OF COUNTY ROAD V AND STATE HIGHWAY 133) IN NORTH
 NJ0694'ANDOVER, GO WEST ON ROAD V FOR 2.8 MILES TO A GRAVELED CROSSROAD.
 NJ0694'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.65 MILE TO A
 NJ0694'FIELD ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT
 NJ0694'AND GO EAST AND NORTHEAST ON THE FIELD ROAD FOR 0.3 MILE TO A
 NJ0694'GATE.  PASS THROUGHT GATE AND GO EAST ON THE FIELD ROAD FOR
 NJ0694'0.15 MILE TO THE STATION ON THE LEFT.
 NJ0694'
 NJ0694'REFERENCE MARK 1 IS 8 FEET NORTH OF THE CENTERLINE OF A FARM
 NJ0694'LANE, AND 3 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 NJ0694'AND THE DISK IS STAMPED BENNETT NO 1 1931.
 NJ0694'
 NJ0694'REFERENCE MARK 3 IS 6 INCHES SOUTH OF A WIRE FENCE, AND 8 FEET
 NJ0694'NORTH OF THE CENTERLINE OF THE FARM LANE.  THE MONUMENT PROJECTS
 NJ0694'1 INCH AND THE DISK IS STAMPED BENNETT NO 3 1931.
 NJ0694'
 NJ0694'THE AZIMUTH MARK IS 108 FEET NORTH OF THE NORTHWEST CORNER
 NJ0694'OF A SMALL AIRPLANE HANGAR, 37 FEET SOUTH OF A SOUTH GATE POST,
 NJ0694'33 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 6 INCHES
 NJ0694'EAST OF A WIRE FENCE, AND 2 FEET NORTH OF A WHITE WITNESS POST.
 NJ0694'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED BENNETT
 NJ0694'1931.
 NJ0694'
 NJ0694'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NJ0694
 NJ0694                          STATION RECOVERY (1962)
 NJ0694
 NJ0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NJ0694'STATION AND REFERENCE MARK NO. 1 NOT FOUND.
 NJ0694'
 NJ0694'REFERENCE MARK 2 REPORTED DESTROYED BY JHT 1961.
 NJ0694
 NJ0694                          STATION RECOVERY (1998)
 NJ0694
 NJ0694'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0694'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0858 ***********************************************************************
 RM0858  DESIGNATION -  BENNETT
 RM0858  PID         -  RM0858
 RM0858  STATE/COUNTY-  WI/DOUGLAS
 RM0858  COUNTRY     -  US
 RM0858  USGS QUAD   -  LYMAN LAKE (2018)
 RM0858
 RM0858                         *CURRENT SURVEY CONTROL
 RM0858  ______________________________________________________________________
 RM0858* NAD 83(1996) POSITION- 46 25 23.60511(N) 091 52 43.54742(W)   ADJUSTED
 RM0858* NAVD 88 ORTHO HEIGHT -   401.    (meters)     1316.    (feet) SCALED
 RM0858  ______________________________________________________________________
 RM0858  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 RM0858  LAPLACE CORR    -         -5.24  (seconds)                    DEFLEC18
 RM0858  HORZ ORDER      -  SECOND
 RM0858
 RM0858.The horizontal coordinates were established by classical geodetic methods
 RM0858.and adjusted by the National Geodetic Survey in March 1999.
 RM0858
 RM0858.The orthometric height was scaled from a topographic map.
 RM0858
 RM0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0858.GEOID18 height accuracy estimate available here.
 RM0858
 RM0858.Click photographs - Photos may exist for this station.
 RM0858
 RM0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0858
 RM0858. The following values were computed from the NAD 83(1996) position.
 RM0858
 RM0858;                    North         East     Units Scale Factor Converg.
 RM0858;SPC WI N     -   141,368.939   455,598.327   MT  0.99995527   -1 21 19.0
 RM0858;SPC WI N     -   463,807.93  1,494,742.18   sFT  0.99995527   -1 21 19.0
 RM0858;UTM  15      - 5,141,683.040   586,155.376   MT  0.99969124   +0 48 44.4
 RM0858
 RM0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0858!SPC WI N     -   0.99994139  x   0.99995527  =   0.99989666
 RM0858!UTM  15      -   0.99994139  x   0.99969124  =   0.99963265
 RM0858
 RM0858:                Primary Azimuth Mark                     Grid Az
 RM0858:SPC WI N     -  BENNETT AZ MK                            262 52 49.2
 RM0858:UTM  15      -  BENNETT AZ MK                            260 42 45.8
 RM0858
 RM0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8615541683(NAD 83)
 RM0858
 RM0858|---------------------------------------------------------------------|
 RM0858| PID    Reference Object                     Distance      Geod. Az  |
 RM0858|                                                           dddmmss.s |
 RM0858| RM0857 BENNETT LOT L                         8.718 METERS 16943     |
 RM0858| CJ2242 BENNETT RM 1                                       22746     |
 RM0858| CJ2241 BENNETT AZ MK                                      2613130.2 |
 RM0858| CJ2243 BENNETT RM 2                         27.895 METERS 32451     |
 RM0858|---------------------------------------------------------------------|
 RM0858
 RM0858                          SUPERSEDED SURVEY CONTROL
 RM0858
 RM0858  NAD 83(1991)-  46 25 23.60379(N)    091 52 43.54488(W) AD(       ) 2
 RM0858  NAD 83(1986)-  46 25 23.59841(N)    091 52 43.54320(W) AD(       ) 2
 RM0858  NAD 27      -  46 25 23.80900(N)    091 52 42.86000(W) AD(       ) 2
 RM0858
 RM0858.Superseded values are not recommended for survey control.
 RM0858
 RM0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0858.See file dsdata.pdf to determine how the superseded data were derived.
 RM0858
 RM0858_MARKER: DS = TRIANGULATION STATION DISK
 RM0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0858_STAMPING: BENNETT 1953
 RM0858_MARK LOGO: CGS
 RM0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0858+STABILITY: SURFACE MOTION
 RM0858
 RM0858  HISTORY     - Date     Condition        Report By
 RM0858  HISTORY     - 1953     MONUMENTED       CGS
 RM0858
 RM0858                          STATION DESCRIPTION
 RM0858
 RM0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0858'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF THE
 RM0858'VILLAGE OF SOLON SPRINGS, 3 MILES SOUTHWEST OF THE VILLAGE OF
 RM0858'BENNETT AND ON A SMALL RIDGE AT THE BENNETT LOOKOUT TOWER.  IT
 RM0858'IS 17 FEET NORTH-NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT
 RM0858'TOWER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 RM0858'BENNETT 1953.
 RM0858'
 RM0858'REFERENCE MARK NO 1 IS 51 FEET WEST OF THE SOUTHWEST LEG OF THE
 RM0858'LOOKOUT TOWER, 15 FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF
 RM0858'FENCE-LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RM0858'BENNETT NO 1 1953.
 RM0858'
 RM0858'REFERENCE MARK NO 2 IS 14 FEET EAST OF A FENCE-LINE.  THE MARK
 RM0858'PROJECTS 6 INCHES AN THE DISK IS STAMPED BENNETT NO 2 1953.
 RM0858'
 RM0858'AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF A GRADED ROAD,
 RM0858'1.5 FEET NORTH-NORTHEAST OF A WITNESS POST AND 1 FOOT WEST OF
 RM0858'A FENCE-LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 RM0858'STAMPED BENNETT 1953.
 RM0858'
 RM0858'BENNETT TOWER L-1943 (USGS) IS A U.S.G.S. BENCH MARK DISK SET
 RM0858'IN A 8 INCH SQUARE CONCRETE POST AND IT IS SET DIRECTLY UNDER THE
 RM0858'LOOKOUT TOWER.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 RM0858'AND THE DISK IS STAMPED BENNETT TOWER 1943 1317.
 RM0858'
 RM0858'A TRAVERSE WAS MADE FROM TRIANGULATION STATION BENNETT TO BENNETT
 RM0858'TOWER L-1943 (USGS) AND THE DISTANCE IS SHOWN ABOVE.
 RM0858'
 RM0858'TO REACH FROM THE RAILROAD STATION IN THE VILLAGE OF SOLON
 RM0858'SPRINGS.  GO NORTH ON U.S. HIGHWAY 53 FOR 6.5 MILES TO A CROSSROADS
 RM0858'AND A MOBIL GAS STATION ON THE RIGHT, TURN LEFT (WEST) ON
 RM0858'COUNTY ROUTE L FOR 2.1 MILES TO A SIDE ROAD ON THE LEFT, TURN
 RM0858'LEFT (SOUTH) ON A GRADED ROAD FOR 1.1 MILES TO A GATE ON THE
 RM0858'LEFT, (ENTRANCE TO THE BENNETT LOOKOUT TOWER), TURN LEFT
 RM0858'THROUGH THE GATE AND FOLLOW A TRACK ROAD FOR 0.2 MILE TO THE
 RM0858'BENNETT LOOKOUT TOWER AND THE STATION SITE.
 RM0858'
 RM0858'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON A TRACK
 RM0858'ROAD FOR 0.2 MILE TO A GATE.  PASS THROUGH THE GATE AND TURN
 RM0858'LEFT ON A GRADED ROAD FOR 0.15 MILE AND THE MARK ON THE LEFT
 RM0858'AS DESRIBED.
 RM0858'
 RM0858'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6088 ***********************************************************************
 DO6088  DESIGNATION -  BENNETT GPS
 DO6088  PID         -  DO6088
 DO6088  STATE/COUNTY-  WI/DOUGLAS
 DO6088  COUNTRY     -  US
 DO6088  USGS QUAD   -  BENNETT (2018)
 DO6088
 DO6088                         *CURRENT SURVEY CONTROL
 DO6088  ______________________________________________________________________
 DO6088* NAD 83(2011) POSITION- 46 25 54.74321(N) 091 48 43.33699(W)   ADJUSTED
 DO6088* NAD 83(2011) ELLIP HT-   351.005 (meters)        (05/27/14)   ADJUSTED
 DO6088* NAD 83(2011) EPOCH   -  2010.00
 DO6088* NAVD 88 ORTHO HEIGHT -   378.258 (meters)     1241.00  (feet) ADJUSTED
 DO6088  ______________________________________________________________________
 DO6088  GEOID HEIGHT    -        -27.256 (meters)                     GEOID18
 DO6088  NAD 83(2011) X  -   -139,254.806 (meters)                     COMP
 DO6088  NAD 83(2011) Y  - -4,401,702.479 (meters)                     COMP
 DO6088  NAD 83(2011) Z  -  4,598,718.538 (meters)                     COMP
 DO6088  LAPLACE CORR    -         -7.76  (seconds)                    DEFLEC18
 DO6088  DYNAMIC HEIGHT  -        378.300 (meters)     1241.14  (feet) COMP
 DO6088  MODELED GRAVITY -    980,714.1   (mgal)                       NAVD 88
 DO6088
 DO6088  VERT ORDER      -  SECOND    CLASS I
 DO6088
 DO6088  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6088  Standards:
 DO6088         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6088            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6088  -------------------------------------------------------------------
 DO6088  NETWORK    0.54   0.78           0.24   0.19   0.40      0.17703176
 DO6088  -------------------------------------------------------------------
 DO6088  Click here for local accuracies and other accuracy information.
 DO6088
 DO6088.The horizontal coordinates were established by GPS observations
 DO6088.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6088
 DO6088.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6088.been affixed to the stable North American tectonic plate. See 
 DO6088.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6088
 DO6088.The horizontal coordinates are valid at the epoch date displayed above
 DO6088.which is a decimal equivalence of Year/Month/Day.
 DO6088
 DO6088.The orthometric height was determined by differential leveling and
 DO6088.adjusted by the NATIONAL GEODETIC SURVEY
 DO6088.in February 2017.
 DO6088
 DO6088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6088.GEOID18 height accuracy estimate available here.
 DO6088
 DO6088.Click photographs - Photos may exist for this station.
 DO6088
 DO6088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6088
 DO6088.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6088
 DO6088.The ellipsoidal height was determined by GPS observations
 DO6088.and is referenced to NAD 83.
 DO6088
 DO6088.The dynamic height is computed by dividing the NAVD 88
 DO6088.geopotential number by the normal gravity value computed on the
 DO6088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6088.degrees latitude (g = 980.6199 gals.).
 DO6088
 DO6088.The modeled gravity was interpolated from observed gravity values.
 DO6088
 DO6088. The following values were computed from the NAD 83(2011) position.
 DO6088
 DO6088;                    North         East     Units Scale Factor Converg.
 DO6088;SPC WI N     -   142,210.962   460,747.843   MT  0.99995595   -1 18 25.7
 DO6088;SPC WI N     -   466,570.46  1,511,636.88   sFT  0.99995595   -1 18 25.7
 DO6088;UTM  15      - 5,142,718.977   591,268.033   MT  0.99970239   +0 51 38.9
 DO6088
 DO6088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6088!SPC WI N     -   0.99994498  x   0.99995595  =   0.99990093
 DO6088!UTM  15      -   0.99994498  x   0.99970239  =   0.99964739
 DO6088
 DO6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9126842718(NAD 83)
 DO6088
 DO6088                          SUPERSEDED SURVEY CONTROL
 DO6088
 DO6088  NAVD 88 (07/25/13)  378.271  (m)         1241.04   (f) SUPERSEDED  2 1
 DO6088
 DO6088.Superseded values are not recommended for survey control.
 DO6088
 DO6088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6088.See file dsdata.pdf to determine how the superseded data were derived.
 DO6088
 DO6088_MARKER: DD = SURVEY DISK
 DO6088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6088_STAMPING: BENNETT GPS 2010
 DO6088_MARK LOGO: WIDT
 DO6088_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6088_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6088+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DO6088
 DO6088  HISTORY     - Date     Condition        Report By
 DO6088  HISTORY     - 2011     MONUMENTED       WIDT
 DO6088  HISTORY     - 20120806 GOOD             WIDT
 DO6088
 DO6088                          STATION DESCRIPTION
 DO6088
 DO6088'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6088'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHWEST OF LAKE
 DO6088'NEBAGAMON, 5.4 MI (8.7 KM) NORTH OF SOLON SPRINGS AND 2.3 MI (3.7 KM)
 DO6088'EAST-SOUTHEAST OF BENNETT.
 DO6088'
 DO6088'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH COUNTY
 DO6088'HIGHWAY L LOCATED APPROXIMATELY 6 MI (9.7 KM) NORTH OF THE VILLAGE OF
 DO6088'SOLON SPRINGS, GO SOUTH ON U.S. HIGHWAY 53 FOR 1.0 MI (1.6 KM) TO
 DO6088'HAGMAN ROAD AND THE STATION ON THE LEFT.
 DO6088'
 DO6088'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6088'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6088'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 3 CM (1
 DO6088'INCH) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) ABOVE THE
 DO6088'HIGHWAY PAVEMENT.  THE STATION IS 23.2 M (76.1 FT) EAST OF THE
 DO6088'CENTERLINE OF NORTHBOUND U.S. HIGHWAY 53, 41.5 M (136.2 FT) NORTH OF
 DO6088'THE CENTERLINE OF HAGMAN ROAD, 32.9 M (107.9 FT) NORTH-NORTHEAST OF A
 DO6088'-STOP- SIGN, 13.7 M (44.9 FT) EAST-NORTHEAST OF A -NORTH USH 53- SIGN,
 DO6088'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4
 DO6088'GUARD POSTS.
 DO6088'
 DO6088'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6088'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0857 ***********************************************************************
 RM0857  DESIGNATION -  BENNETT LOT L
 RM0857  PID         -  RM0857
 RM0857  STATE/COUNTY-  WI/DOUGLAS
 RM0857  COUNTRY     -  US
 RM0857  USGS QUAD   -  LYMAN LAKE (2018)
 RM0857
 RM0857                         *CURRENT SURVEY CONTROL
 RM0857  ______________________________________________________________________
 RM0857* NAD 83(1996) POSITION- 46 25 23.32730(N) 091 52 43.47458(W)   ADJUSTED
 RM0857* NAVD 88 ORTHO HEIGHT -   401.31  (+/-2cm)     1316.6   (feet) VERTCON3
 RM0857  ______________________________________________________________________
 RM0857  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 RM0857  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 RM0857  HORZ ORDER      -  SECOND
 RM0857  VERT ORDER      -  THIRD ? (See Below)
 RM0857
 RM0857.The horizontal coordinates were established by classical geodetic methods
 RM0857.and adjusted by the National Geodetic Survey in March 1999.
 RM0857
 RM0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0857
 RM0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0857.GEOID18 height accuracy estimate available here.
 RM0857
 RM0857.The vertical order pertains to the NGVD 29 superseded value.
 RM0857
 RM0857.Click photographs - Photos may exist for this station.
 RM0857
 RM0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0857
 RM0857. The following values were computed from the NAD 83(1996) position.
 RM0857
 RM0857;                    North         East     Units Scale Factor Converg.
 RM0857;SPC WI N     -   141,360.327   455,599.679   MT  0.99995526   -1 21 19.0
 RM0857;SPC WI N     -   463,779.67  1,494,746.61   sFT  0.99995526   -1 21 19.0
 RM0857;UTM  15      - 5,141,674.487   586,157.052   MT  0.99969124   +0 48 44.4
 RM0857
 RM0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0857!SPC WI N     -   0.99994134  x   0.99995526  =   0.99989660
 RM0857!UTM  15      -   0.99994134  x   0.99969124  =   0.99963260
 RM0857
 RM0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8615741674(NAD 83)
 RM0857
 RM0857                          SUPERSEDED SURVEY CONTROL
 RM0857
 RM0857  NAD 83(1991)-  46 25 23.32598(N)    091 52 43.47203(W) AD(       ) 2
 RM0857  NAD 83(1986)-  46 25 23.32060(N)    091 52 43.47035(W) AD(       ) 2
 RM0857  NAD 27      -  46 25 23.53100(N)    091 52 42.78700(W) AD(       ) 2
 RM0857  NGVD 29             401.34   (m)         1316.7    (f) LEVELING    3  
 RM0857
 RM0857.Superseded values are not recommended for survey control.
 RM0857
 RM0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0857.See file dsdata.pdf to determine how the superseded data were derived.
 RM0857
 RM0857_MARKER: DB = BENCH MARK DISK
 RM0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0857_STAMPING: BENNETT TOWER 1943 1317
 RM0857_MARK LOGO: USGS
 RM0857_PROJECTION: FLUSH
 RM0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0857+STABILITY: SURFACE MOTION
 RM0857
 RM0857  HISTORY     - Date     Condition        Report By
 RM0857  HISTORY     - 1943     MONUMENTED       USGS
 RM0857  HISTORY     - 1953     GOOD             CGS
 RM0857
 RM0857                          STATION DESCRIPTION
 RM0857
 RM0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0857'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF THE
 RM0857'VILLAGE OF SOLON SPRINGS AND 3 MILES SOUTHWEST OF THE VILLAGE
 RM0857'OF BENNETT.  IT IS A U.S.G.S. BENCH MARK DISK SET IN A 8 INCH
 RM0857'SQUARE CONCRETE POST, SET DIRECTLY UNDER THE BENNETT TOWER.  THE
 RM0857'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 RM0857'STAMPED BENNETT TOWER 1943 1317.
 RM0857'
 RM0857'A TRAVERSE WAS MADE FROM TRIANGULATION STATION BENNETT TO
 RM0857'BENNETT TOWER L-1943 (USGS) AND THE DISTANCE IS 28.60 FEET 8.718
 RM0857'METERS.
 RM0857'
 RM0857'TO REACH FROM THE RAILROAD STATION IN THE VILLAGE OF SOLON
 RM0857'SPRINGS--GO NORTH ON U.S. HIGHWAY 53 FOR 6.5 MILES TO A
 RM0857'CROSSROADS AND A MOBIL GAS STATION ON THE RIGHT, TURN LEFT (WEST)
 RM0857'ON COUNTY ROUTE L FOR 2.1 MILES TO A SIDE ROAD ON THE LEFT, TURN
 RM0857'LEFT (SOUTH) ON A GRADED ROAD FOR 1.1 MILES TO A GATE ON THE
 RM0857'LEFT, (ENTRANCE TO THE BENNETT LOOKOUT TOWER,) TURN LEFT THROUGH
 RM0857'THE GATE AND FOLLOW A TRACK ROAD FOR 0.2 MILE TO THE BENNETT
 RM0857'LOOKOUT TOWER AND THE MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2782 ***********************************************************************
 DP2782  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2782  DESIGNATION -  BENNETT SW GPS
 DP2782  PID         -  DP2782
 DP2782  STATE/COUNTY-  WI/DOUGLAS
 DP2782  COUNTRY     -  US
 DP2782  USGS QUAD   -  LYMAN LAKE (2018)
 DP2782
 DP2782                         *CURRENT SURVEY CONTROL
 DP2782  ______________________________________________________________________
 DP2782* NAD 83(2011) POSITION- 46 24 59.77430(N) 091 56 26.74013(W)   ADJUSTED
 DP2782* NAD 83(2011) ELLIP HT-   344.741 (meters)        (05/27/14)   ADJUSTED
 DP2782* NAD 83(2011) EPOCH   -  2010.00
 DP2782* NAVD 88 ORTHO HEIGHT -   371.70  (meters)     1219.5   (feet) GPS OBS
 DP2782  ______________________________________________________________________
 DP2782  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 DP2782  NAD 83(2011) X  -   -149,184.995 (meters)                     COMP
 DP2782  NAD 83(2011) Y  - -4,402,603.202 (meters)                     COMP
 DP2782  NAD 83(2011) Z  -  4,597,543.957 (meters)                     COMP
 DP2782  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 DP2782
 DP2782  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2782  Standards:
 DP2782         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2782            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2782  -------------------------------------------------------------------
 DP2782  NETWORK    0.45   0.73           0.20   0.16   0.37      0.16700814
 DP2782  -------------------------------------------------------------------
 DP2782  Click here for local accuracies and other accuracy information.
 DP2782
 DP2782.The horizontal coordinates were established by GPS observations
 DP2782.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2782
 DP2782.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2782.been affixed to the stable North American tectonic plate. See 
 DP2782.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2782
 DP2782.The horizontal coordinates are valid at the epoch date displayed above
 DP2782.which is a decimal equivalence of Year/Month/Day.
 DP2782
 DP2782.The orthometric height was determined by GPS observations and a
 DP2782.high-resolution geoid model using precise GPS observation and
 DP2782.processing techniques.
 DP2782
 DP2782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2782.GEOID18 height accuracy estimate available here.
 DP2782
 DP2782.Click photographs - Photos may exist for this station.
 DP2782
 DP2782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2782
 DP2782.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2782
 DP2782.The ellipsoidal height was determined by GPS observations
 DP2782.and is referenced to NAD 83.
 DP2782
 DP2782. The following values were computed from the NAD 83(2011) position.
 DP2782
 DP2782;                    North         East     Units Scale Factor Converg.
 DP2782;SPC WI N     -   140,747.928   450,816.120   MT  0.99995476   -1 24 00.0
 DP2782;SPC WI N     -   461,770.49  1,479,052.55   sFT  0.99995476   -1 24 00.0
 DP2782;UTM  15      - 5,140,881.823   581,401.356   MT  0.99968145   +0 46 02.4
 DP2782
 DP2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2782!SPC WI N     -   0.99994596  x   0.99995476  =   0.99990072
 DP2782!UTM  15      -   0.99994596  x   0.99968145  =   0.99962743
 DP2782
 DP2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8140140881(NAD 83)
 DP2782
 DP2782                          SUPERSEDED SURVEY CONTROL
 DP2782
 DP2782  NAVD 88 (05/27/14)  371.71   (m)  GEOID12A model used  GPS OBS        
 DP2782
 DP2782.Superseded values are not recommended for survey control.
 DP2782
 DP2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2782.See file dsdata.pdf to determine how the superseded data were derived.
 DP2782
 DP2782_MARKER: DD = SURVEY DISK
 DP2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2782_STAMPING: BENNETT SW GPS 2010
 DP2782_MARK LOGO: WIDT
 DP2782_PROJECTION: FLUSH
 DP2782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2782+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DP2782
 DP2782  HISTORY     - Date     Condition        Report By
 DP2782  HISTORY     - 2011     MONUMENTED       WIDT
 DP2782  HISTORY     - 20140101 GOOD             WIDT
 DP2782
 DP2782                          STATION DESCRIPTION
 DP2782
 DP2782'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2782'THE STATION IS LOCATED ABOUT 13.4 MI (21.6 KM) SOUTHWEST OF LAKE
 DP2782'NEBAGAMON, 7.2 MI (11.6 KM) NORTHWEST OF SOLON SPRINGS AND 4.7 MI (7.6
 DP2782'KM) SOUTHWEST OF BENNETT.
 DP2782'
 DP2782'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 WITH COUNTY
 DP2782'HIGHWAY L LOCATED APPROXIMATELY 10 MI (16.1 KM) SOUTH OF THE VILLAGE
 DP2782'OF POPLAR, GO WEST ON COUNTY HIGHWAY L FOR 5.15 MI (8.3 KM) TO
 DP2782'GREGERSON ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON GREGERSON ROAD
 DP2782'2.3 MI (3.7 KM) TO A CLEARING AND THE STATION ON THE RIGHT.
 DP2782'
 DP2782'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2782'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2782'INCH) DIAMETER CONCRETE POST 7.0 FT (2.1 M) DEEP, APPROXIMATELY LEVEL
 DP2782'WITH THE ROAD SURFACE.  THE STATION IS 10 M (32.8 FT) WEST OF THE
 DP2782'CENTERLINE OF GREGERSON ROAD, 38 M (124.7 FT) SOUTH OF THE NORTHERN
 DP2782'EDGE OF A CLEARING, 21 M (68.9 FT) NORTH OF THE SOUTHERN EDGE OF A
 DP2782'CLEARING AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE STEEL
 DP2782'CHANNEL POSTS WITH WHITE PLAQUES.
 DP2782'
 DP2782'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP2782'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5115 ***********************************************************************
 DK5115  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5115  DESIGNATION -  BENNETT VALLEY GPS
 DK5115  PID         -  DK5115
 DK5115  STATE/COUNTY-  WI/BUFFALO
 DK5115  COUNTRY     -  US
 DK5115  USGS QUAD   -  LOOKOUT (2018)
 DK5115
 DK5115                         *CURRENT SURVEY CONTROL
 DK5115  ______________________________________________________________________
 DK5115* NAD 83(2011) POSITION- 44 29 53.71285(N) 091 35 00.69061(W)   ADJUSTED
 DK5115* NAD 83(2011) ELLIP HT-   237.147 (meters)        (06/27/12)   ADJUSTED
 DK5115* NAD 83(2011) EPOCH   -  2010.00
 DK5115* NAVD 88 ORTHO HEIGHT -   267.97  (meters)      879.2   (feet) GPS OBS
 DK5115  ______________________________________________________________________
 DK5115  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5115  GEOID HEIGHT    -        -30.824 (meters)                     GEOID12A
 DK5115  GEOID HEIGHT    -        -30.824 (meters)                     GEOID18
 DK5115  NAD 83(2011) X  -   -125,929.464 (meters)                     COMP
 DK5115  NAD 83(2011) Y  - -4,555,273.100 (meters)                     COMP
 DK5115  NAD 83(2011) Z  -  4,447,915.983 (meters)                     COMP
 DK5115  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 DK5115
 DK5115  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5115  Standards:
 DK5115         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5115            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5115  -------------------------------------------------------------------
 DK5115  NETWORK    0.32   0.31           0.14   0.12   0.16      0.10833004
 DK5115  -------------------------------------------------------------------
 DK5115  Click here for local accuracies and other accuracy information.
 DK5115
 DK5115.The horizontal coordinates were established by GPS observations
 DK5115.and adjusted by the National Geodetic Survey in June 2012.
 DK5115
 DK5115.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5115.been affixed to the stable North American tectonic plate. See 
 DK5115.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5115
 DK5115.The horizontal coordinates are valid at the epoch date displayed above
 DK5115.which is a decimal equivalence of Year/Month/Day.
 DK5115
 DK5115.The orthometric height was determined by GPS observations and a
 DK5115.high-resolution geoid model using precise GPS observation and
 DK5115.processing techniques.
 DK5115
 DK5115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5115.GEOID18 height accuracy estimate available here.
 DK5115
 DK5115.Click photographs - Photos may exist for this station.
 DK5115
 DK5115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5115
 DK5115.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5115
 DK5115.The ellipsoidal height was determined by GPS observations
 DK5115.and is referenced to NAD 83.
 DK5115
 DK5115. The following values were computed from the NAD 83(2011) position.
 DK5115
 DK5115;                    North         East     Units Scale Factor Converg.
 DK5115;SPC WI C     -    75,112.466   474,071.903   MT  0.99996233   -1 07 02.3
 DK5115;SPC WI C     -   246,431.48  1,555,350.90   sFT  0.99996233   -1 07 02.3
 DK5115;UTM  15      - 4,928,190.914   612,610.143   MT  0.99975595   +0 59 34.4
 DK5115
 DK5115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5115!SPC WI C     -   0.99996282  x   0.99996233  =   0.99992515
 DK5115!UTM  15      -   0.99996282  x   0.99975595  =   0.99971878
 DK5115
 DK5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1261028190(NAD 83)
 DK5115
 DK5115                          SUPERSEDED SURVEY CONTROL
 DK5115
 DK5115  NAD 83(2007)-  44 29 53.71300(N)    091 35 00.69140(W) AD(2002.00) 1
 DK5115  ELLIP H (07/29/08)  237.179  (m)                       GP(2002.00) 3 1
 DK5115  NAVD 88 (07/29/08)  267.96   (m)  GEOID03  model used  GPS OBS        
 DK5115
 DK5115.Superseded values are not recommended for survey control.
 DK5115
 DK5115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5115.See file dsdata.pdf to determine how the superseded data were derived.
 DK5115
 DK5115_MARKER: DD = SURVEY DISK
 DK5115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5115_STAMPING: BENNETT VALLEY GPS 2005
 DK5115_MARK LOGO: WIDT
 DK5115_PROJECTION: FLUSH
 DK5115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5115+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2006
 DK5115
 DK5115  HISTORY     - Date     Condition        Report By
 DK5115  HISTORY     - 2004     MONUMENTED       WIDT
 DK5115  HISTORY     - 20061108 GOOD             WIDT
 DK5115
 DK5115                          STATION DESCRIPTION
 DK5115
 DK5115'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5115'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY Z WITH COUNTY
 DK5115'HIGHWAY BB ABOUT 7 MI (11.3 KM) NORTHEAST OF THE COMMUNITY OF
 DK5115'GILMANTON, GO WEST ON COUNTY HIGHWAY Z FOR 1.4 MI (2.3 KM) TO ROGNHOLT
 DK5115'VALLEY ROAD ON THE RIGHT AND JULSON RIDGE ROAD ON THE LEFT, CONTINUE
 DK5115'WEST ON COUNTY HIGHWAY Z FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DK5115'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DK5115'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DK5115'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DK5115'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DK5115'8.5 M (27.9 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY Z, 84 M
 DK5115'(275.6 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE --W275--,
 DK5115'35.2 M (115.5 FT) WEST-NORTHWEST OF A POWER POLE --3E3L17--, 2 M (6.6
 DK5115'FT) SOUTH OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH,
 DK5115'SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5115'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5115'THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5253 ***********************************************************************
 DN5253  DESIGNATION -  BENOIT LAKE 1
 DN5253  PID         -  DN5253
 DN5253  STATE/COUNTY-  WI/BURNETT
 DN5253  COUNTRY     -  US
 DN5253  USGS QUAD   -  MCKENZIE LAKE (2018)
 DN5253
 DN5253                         *CURRENT SURVEY CONTROL
 DN5253  ______________________________________________________________________
 DN5253* NAD 83(1986) POSITION- 45 52 47.6    (N) 092 05 21.8    (W)   HD_HELD2
 DN5253* NAVD 88 ORTHO HEIGHT -   298.470 (meters)      979.23  (feet) ADJUSTED
 DN5253  ______________________________________________________________________
 DN5253  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 DN5253  DYNAMIC HEIGHT  -        298.487 (meters)      979.29  (feet) COMP
 DN5253  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 DN5253
 DN5253  VERT ORDER      -  SECOND    CLASS I
 DN5253
 DN5253.The horizontal coordinates were established by autonomous hand held GPS
 DN5253.observations and have an estimated accuracy of +/- 10 meters.
 DN5253
 DN5253.The orthometric height was determined by differential leveling and
 DN5253.adjusted by the WI DEPT OF TRANSP
 DN5253.in May 2012.
 DN5253
 DN5253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5253.GEOID18 height accuracy estimate available here.
 DN5253
 DN5253.Click photographs - Photos may exist for this station.
 DN5253
 DN5253.The dynamic height is computed by dividing the NAVD 88
 DN5253.geopotential number by the normal gravity value computed on the
 DN5253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5253.degrees latitude (g = 980.6199 gals.).
 DN5253
 DN5253.The modeled gravity was interpolated from observed gravity values.
 DN5253
 DN5253;                    North         East    Units  Estimated Accuracy
 DN5253;SPC WI N     -    81,403.      437,825.      MT  (+/- 10 meters HH2 GPS)
 DN5253
 DN5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7066381105(NAD 83)
 DN5253
 DN5253                          SUPERSEDED SURVEY CONTROL
 DN5253
 DN5253.No superseded survey control is available for this station.
 DN5253
 DN5253_MARKER: DB = BENCH MARK DISK
 DN5253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5253_STAMPING: BENOIT LAKE 1
 DN5253_MARK LOGO: WI-013
 DN5253_PROJECTION: FLUSH
 DN5253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5253+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2010
 DN5253
 DN5253  HISTORY     - Date     Condition        Report By
 DN5253  HISTORY     - 2009     MONUMENTED       WI-013
 DN5253  HISTORY     - 20100419 GOOD             WI-013
 DN5253
 DN5253                          STATION DESCRIPTION
 DN5253
 DN5253'DESCRIBED BY BURNETT COUNTY WISCONSIN 2010 (JET)
 DN5253'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5253'HIGHWAY H, LOCATED ABOUT 10 MI (16.1 KM) WEST OF THE CITY OF SPOONER,
 DN5253'WI, GO NORTH ON COUNTY HIGHWAY H FOR 4.5 MI (7.2 KM) TO CLEARVIEW
 DN5253'ROAD, GO EAST ON CLEARVIEW ROAD FOR 1200 FT (365.8 M) TO THE STATION
 DN5253'ON THE RIGHT.
 DN5253'
 DN5253'THE STATION IS A BRONZE BURNETT COUNTY BENCH MARK DISK SET IN THE TOP
 DN5253'OF A 16 INCH (41 CM) CONCRETE MONUMENT ABOUT LEVEL WITH PAVEMENT.
 DN5253'
 DN5253'THE STATION IS 28 FT (8.5 M) EAST OF TELEPHONE PEDESTAL '3000 4', 25
 DN5253'FT (7.6 M) SOUTH OF THE EDGE OF PAVEMENT OF CLEAR VIEW ROAD, 13 FT
 DN5253'(4.0 M) SOUTHWEST OF A WOODEN POST FOR A 'SMOKEY THE BEAR' SIGN AND IS
 DN5253'1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0862 ***********************************************************************
 NJ0862  DESIGNATION -  BENTON MUNICIPAL TANK
 NJ0862  PID         -  NJ0862
 NJ0862  STATE/COUNTY-  WI/LAFAYETTE
 NJ0862  COUNTRY     -  US
 NJ0862  USGS QUAD   -  CUBA CITY (2018)
 NJ0862
 NJ0862                         *CURRENT SURVEY CONTROL
 NJ0862  ______________________________________________________________________
 NJ0862* NAD 83(1996) POSITION- 42 34 13.72945(N) 090 22 54.19585(W)   ADJUSTED
 NJ0862  ______________________________________________________________________
 NJ0862  GEOID HEIGHT    -        -32.911 (meters)                     GEOID18
 NJ0862  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 NJ0862  HORZ ORDER      -  THIRD
 NJ0862
 NJ0862.The horizontal coordinates were established by classical geodetic methods
 NJ0862.and adjusted by the National Geodetic Survey in March 1999.
 NJ0862
 NJ0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0862.GEOID18 height accuracy estimate available here.
 NJ0862
 NJ0862.Click photographs - Photos may exist for this station.
 NJ0862
 NJ0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 NJ0862
 NJ0862. The following values were computed from the NAD 83(1996) position.
 NJ0862
 NJ0862;                    North         East     Units Scale Factor Converg.
 NJ0862;SPC WI S     -    63,447.920   568,657.124   MT  1.00003681   -0 15 44.2
 NJ0862;SPC WI S     -   208,162.05  1,865,669.25   sFT  1.00003681   -0 15 44.2
 NJ0862;UTM  15      - 4,716,442.100   714,898.538   MT  1.00016822   +1 46 19.0
 NJ0862
 NJ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1489816442(NAD 83)
 NJ0862
 NJ0862                          SUPERSEDED SURVEY CONTROL
 NJ0862
 NJ0862  NAD 83(1991)-  42 34 13.72810(N)    090 22 54.19985(W) AD(       ) 3
 NJ0862  NAD 83(1986)-  42 34 13.72612(N)    090 22 54.20122(W) AD(       ) 3
 NJ0862  NAD 27      -  42 34 13.72500(N)    090 22 53.73700(W) AD(       ) 3
 NJ0862
 NJ0862.Superseded values are not recommended for survey control.
 NJ0862
 NJ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0862.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0862
 NJ0862_MARKER: 53 = ELEVATED TANK
 NJ0862
 NJ0862  HISTORY     - Date     Condition        Report By
 NJ0862  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0862  HISTORY     - 19981118 GOOD             USPSQD
 NJ0862
 NJ0862                          STATION DESCRIPTION
 NJ0862
 NJ0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0862'THIS STATION IS THE MUNICIPAL TANK IN THE VILLAGE OF BENTON,
 NJ0862'WISCONSIN.  IT IS LOCATED IN THE CENTER OF THE VILLAGE, ABOUT
 NJ0862'180 FEET NORTH OF THE CENTERLINE OF MAIN STREET, WHICH IS
 NJ0862'WISCONSIN ROUTE 11, ABOUT 40 FEET WEST OF A LINE NORTH ALONG
 NJ0862'THE WEST SIDE OF THE TOWN BUILDING, AND ABOUT 45 FEET
 NJ0862'SOUTH-SOUTHWEST OF THE PUMP HOUSE.  THE BASE OF THE TANK
 NJ0862'WAS ERECTED IN 1891.  THE TANK WAS ERECTED IN 1911.  IT
 NJ0862'IS QUITE PROMINENT.
 NJ0862'
 NJ0862'THE TANK SETS ON A ROUND GREY STONE BASE ABOUT 70 FEET HIGH.
 NJ0862'IT HAS A CATWALK AND SILVER RAIL AROUND THE TOP.  THE SILVER
 NJ0862'TANK IS ABOUT 25 FEET HIGH.  IT IS VERY SLIM AND HAS AN
 NJ0862'OVERHANGING SILVER ROOF WHICH RESEMBLES A CAP.  THE ROOF
 NJ0862'HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 100 FEET.
 NJ0862'
 NJ0862'THE TANK IS IN THE SW 1/4, SEC. 9, T 1 N, R 1 E.
 NJ0862
 NJ0862                          STATION RECOVERY (1998)
 NJ0862
 NJ0862'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5244 ***********************************************************************
 DH5244  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5244  DESIGNATION -  BENTON N GPS
 DH5244  PID         -  DH5244
 DH5244  STATE/COUNTY-  WI/LAFAYETTE
 DH5244  COUNTRY     -  US
 DH5244  USGS QUAD   -  CUBA CITY (2018)
 DH5244
 DH5244                         *CURRENT SURVEY CONTROL
 DH5244  ______________________________________________________________________
 DH5244* NAD 83(2011) POSITION- 42 36 33.00141(N) 090 23 24.94396(W)   ADJUSTED
 DH5244* NAD 83(2011) ELLIP HT-   273.159 (meters)        (06/27/12)   ADJUSTED
 DH5244* NAD 83(2011) EPOCH   -  2010.00
 DH5244* NAVD 88 ORTHO HEIGHT -   306.06  (meters)     1004.1   (feet) GPS OBS
 DH5244  ______________________________________________________________________
 DH5244  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5244  GEOID HEIGHT    -        -32.904 (meters)                     GEOID12A
 DH5244  GEOID HEIGHT    -        -32.903 (meters)                     GEOID18
 DH5244  NAD 83(2011) X  -    -32,024.428 (meters)                     COMP
 DH5244  NAD 83(2011) Y  - -4,701,547.227 (meters)                     COMP
 DH5244  NAD 83(2011) Z  -  4,295,832.603 (meters)                     COMP
 DH5244  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 DH5244
 DH5244  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5244  Standards:
 DH5244         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5244            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5244  -------------------------------------------------------------------
 DH5244  NETWORK    0.26   0.41           0.12   0.09   0.21      0.08937265
 DH5244  -------------------------------------------------------------------
 DH5244  Click here for local accuracies and other accuracy information.
 DH5244
 DH5244.The horizontal coordinates were established by GPS observations
 DH5244.and adjusted by the National Geodetic Survey in June 2012.
 DH5244
 DH5244.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5244.been affixed to the stable North American tectonic plate. See 
 DH5244.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5244
 DH5244.The horizontal coordinates are valid at the epoch date displayed above
 DH5244.which is a decimal equivalence of Year/Month/Day.
 DH5244
 DH5244.The orthometric height was determined by GPS observations and a
 DH5244.high-resolution geoid model using precise GPS observation and
 DH5244.processing techniques.
 DH5244
 DH5244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5244.GEOID18 height accuracy estimate available here.
 DH5244
 DH5244.Click photographs - Photos may exist for this station.
 DH5244
 DH5244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5244
 DH5244.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5244
 DH5244.The ellipsoidal height was determined by GPS observations
 DH5244.and is referenced to NAD 83.
 DH5244
 DH5244. The following values were computed from the NAD 83(2011) position.
 DH5244
 DH5244;                    North         East     Units Scale Factor Converg.
 DH5244;SPC WI S     -    67,748.754   567,975.934   MT  1.00002735   -0 16 05.3
 DH5244;SPC WI S     -   222,272.37  1,863,434.38   sFT  1.00002735   -0 16 05.3
 DH5244;UTM  15      - 4,720,716.607   714,064.951   MT  1.00016381   +1 46 02.8
 DH5244
 DH5244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5244!SPC WI S     -   0.99995716  x   1.00002735  =   0.99998451
 DH5244!UTM  15      -   0.99995716  x   1.00016381  =   1.00012097
 DH5244
 DH5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1406420716(NAD 83)
 DH5244
 DH5244                          SUPERSEDED SURVEY CONTROL
 DH5244
 DH5244  NAD 83(2007)-  42 36 33.00143(N)    090 23 24.94485(W) AD(2002.00) 0
 DH5244  ELLIP H (02/10/07)  273.190  (m)                       GP(2002.00)    
 DH5244  NAD 83(1997)-  42 36 33.00125(N)    090 23 24.94504(W) AD(       ) 1
 DH5244  ELLIP H (08/01/05)  273.200  (m)                       GP(       ) 2 1
 DH5244  NAVD 88 (07/26/07)  306.05   (m)  GEOID03  model used  GPS OBS        
 DH5244
 DH5244.Superseded values are not recommended for survey control.
 DH5244
 DH5244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5244.See file dsdata.pdf to determine how the superseded data were derived.
 DH5244
 DH5244_MARKER: DD = SURVEY DISK
 DH5244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5244_STAMPING: BENTON N GPS 2004
 DH5244_MARK LOGO: WIDT
 DH5244_PROJECTION: FLUSH
 DH5244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5244+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2007
 DH5244
 DH5244  HISTORY     - Date     Condition        Report By
 DH5244  HISTORY     - 2003     MONUMENTED       WIDT
 DH5244  HISTORY     - 20070925 GOOD             WIDT
 DH5244
 DH5244                          STATION DESCRIPTION
 DH5244
 DH5244'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5244'OWNERSHIP--TOWN OF BENTON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5244'STATE HIGHWAY  80 (NORTH MAIN STREET) WITH COUNTY HIGHWAY H (ROOSEVELT
 DH5244'STREET) IN THE CITY OF CUBA CITY  , GO EAST ON COUNTY HIGHWAY H
 DH5244'(ROOSEVELT STREET) FOR 1.2 MI TO THE INTERSECTION WHERE  COUNTY
 DH5244'HIGHWAY H GOES NORTH, COUNTY HIGHWAY J GOES SOUTH AND CRABTREE CORNER
 DH5244'ROAD  CONTINUES EAST, CONTINUE EAST ON CRABTREE CORNER ROAD FOR 0.8 MI
 DH5244'TO THE STATION ON THE  RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5244'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK
 DH5244'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.9 M  SOUTH OF
 DH5244'THE CENTERLINE OF CRABTREE CORNER ROAD, 29 M EAST OF THE EXTENDED
 DH5244'CENTERLINE  OF PRIVATE ENTRANCE --29200--, 1.1 M NORTH OF A BARBED
 DH5244'WIRE FENCE, 1.0 M EAST OF AN ORANGE  4X4 PLASTIC WITNESS POST, AND 1.0
 DH5244'M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS STATION
 DH5244'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE
 DH5244'THE HORIZON.
 DH5244
 DH5244                          STATION RECOVERY (2007)
 DH5244
 DH5244'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5244'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 7.4 M EAST OF THE
 DH5244'EAST END OF A FIELD GATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8460 ***********************************************************************
 AB8460  HT_MOD      -  This is a Height Modernization Survey Station.
 AB8460  DESIGNATION -  BENZER GPS 116
 AB8460  PID         -  AB8460
 AB8460  STATE/COUNTY-  WI/WASHBURN
 AB8460  COUNTRY     -  US
 AB8460  USGS QUAD   -  POQUETTES LAKE (2018)
 AB8460
 AB8460                         *CURRENT SURVEY CONTROL
 AB8460  ______________________________________________________________________
 AB8460* NAD 83(2011) POSITION- 45 46 07.19589(N) 092 01 49.51561(W)   ADJUSTED
 AB8460* NAD 83(2011) ELLIP HT-   302.724 (meters)        (06/27/12)   ADJUSTED
 AB8460* NAD 83(2011) EPOCH   -  2010.00
 AB8460* NAVD 88 ORTHO HEIGHT -   331.12  (meters)     1086.3   (feet) GPS OBS
 AB8460  ______________________________________________________________________
 AB8460  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AB8460  GEOID HEIGHT    -        -28.425 (meters)                     GEOID12A
 AB8460  GEOID HEIGHT    -        -28.407 (meters)                     GEOID18
 AB8460  NAD 83(2011) X  -   -157,911.713 (meters)                     COMP
 AB8460  NAD 83(2011) Y  - -4,454,192.974 (meters)                     COMP
 AB8460  NAD 83(2011) Z  -  4,547,565.682 (meters)                     COMP
 AB8460  LAPLACE CORR    -        -14.90  (seconds)                    DEFLEC18
 AB8460
 AB8460  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8460  Standards:
 AB8460         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8460            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8460  -------------------------------------------------------------------
 AB8460  NETWORK    0.52   1.61           0.24   0.17   0.82      0.00944656
 AB8460  -------------------------------------------------------------------
 AB8460  Click here for local accuracies and other accuracy information.
 AB8460
 AB8460.The horizontal coordinates were established by GPS observations
 AB8460.and adjusted by the National Geodetic Survey in June 2012.
 AB8460
 AB8460.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8460.been affixed to the stable North American tectonic plate. See 
 AB8460.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8460
 AB8460.The horizontal coordinates are valid at the epoch date displayed above
 AB8460.which is a decimal equivalence of Year/Month/Day.
 AB8460
 AB8460.The orthometric height was determined by GPS observations and a
 AB8460.high-resolution geoid model using precise GPS observation and
 AB8460.processing techniques.
 AB8460
 AB8460.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8460.GEOID18 height accuracy estimate available here.
 AB8460
 AB8460.Click photographs - Photos may exist for this station.
 AB8460
 AB8460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8460
 AB8460.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8460
 AB8460.The ellipsoidal height was determined by GPS observations
 AB8460.and is referenced to NAD 83.
 AB8460
 AB8460. The following values were computed from the NAD 83(2011) position.
 AB8460
 AB8460;                    North         East     Units Scale Factor Converg.
 AB8460;SPC WI N     -    68,926.860   442,084.737   MT  0.99996947   -1 27 52.9
 AB8460;SPC WI N     -   226,137.54  1,450,406.34   sFT  0.99996947   -1 27 52.9
 AB8460;UTM  15      - 5,068,802.248   575,388.916   MT  0.99966987   +0 41 41.2
 AB8460
 AB8460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8460!SPC WI N     -   0.99995254  x   0.99996947  =   0.99992201
 AB8460!UTM  15      -   0.99995254  x   0.99966987  =   0.99962243
 AB8460
 AB8460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7538868802(NAD 83)
 AB8460
 AB8460                          SUPERSEDED SURVEY CONTROL
 AB8460
 AB8460  NAD 83(2007)-  45 46 07.19610(N)    092 01 49.51618(W) AD(2002.00) 1
 AB8460  ELLIP H (04/06/12)  302.733  (m)                       GP(2002.00) 1 1
 AB8460  NAD 83(2007)-  45 46 07.19589(N)    092 01 49.51601(W) AD(2002.00) 0
 AB8460  ELLIP H (02/10/07)  302.750  (m)                       GP(2002.00)    
 AB8460  NAD 83(1997)-  45 46 07.19594(N)    092 01 49.51697(W) AD(       ) 1
 AB8460  ELLIP H (12/26/02)  302.769  (m)                       GP(       ) 4 1
 AB8460  NAD 83(1991)-  45 46 07.19513(N)    092 01 49.51352(W) AD(       ) 1
 AB8460  ELLIP H (12/09/96)  302.807  (m)                       GP(       ) 4 1
 AB8460  NAVD 88 (12/09/96)  331.1    (m)  GEOID93  model used  GPS OBS        
 AB8460
 AB8460.Superseded values are not recommended for survey control.
 AB8460
 AB8460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8460.See file dsdata.pdf to determine how the superseded data were derived.
 AB8460
 AB8460_MARKER: DE = TRAVERSE STATION DISK
 AB8460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8460_STAMPING: BENZER GPS 116 1994
 AB8460_MARK LOGO: WI-013
 AB8460_PROJECTION: RECESSED 24 CENTIMETERS
 AB8460_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB8460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8460+STABILITY: SURFACE MOTION
 AB8460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8460+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2010
 AB8460
 AB8460  HISTORY     - Date     Condition        Report By
 AB8460  HISTORY     - 1994     MONUMENTED       WI-013
 AB8460  HISTORY     - 19970712 GOOD             WOOLPT
 AB8460  HISTORY     - 20100916 GOOD             WIDT
 AB8460
 AB8460                          STATION DESCRIPTION
 AB8460
 AB8460'DESCRIBED BY BURNETT COUNTY WISCONSIN 1994
 AB8460'THE STATION IS LOCATED 3.2 MI (5.1 KM) SOUTH SOUTHWEST OF THE
 AB8460'INTERSECTION OF STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY
 AB8460'LINE (ALSO COUNTY LINE ROAD) , 17.0 MI (27.4 KM) EAST SOUTHEAST OF THE
 AB8460'VILLAGE OF SIREN, 4.4 MI (7.1 KM) SOUTHEAST OF THE INTERSECTION OF
 AB8460'STATE HIGHWAY 70 AND COUNTY ROAD H, IN THE SOUTHWEST QUARTER OF THE
 AB8460'SOUTHWEST QUARTER, SECTION 18, T38N, R13W, TOWN OF BASHAW, COUNTY OF
 AB8460'WASHBURN.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AB8460'70 AND COUNTY ROAD H GO SOUTH ALONG COUNTY ROAD H 3.2 MI (5.1 KM) TO
 AB8460'COUNTY ROAD B, GO EAST ALONG COUNTY ROAD B 3.0 MI (4.8 KM) TO THE
 AB8460'BURNETT AND WASHBURN COUNTY LINE, CONTINUE EAST 347.5 FEET, (105.9 M)
 AB8460'THE STATION IS LOCATED 33 FEET (10.1 M) NORTH OF COUNTY ROAD B.
 AB8460'FIBERGLASS WITNESS POST 4 FEET (1.2 M) NORTH OF THE STATION.  THE
 AB8460'STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 24 CM BELOW
 AB8460'GROUND SURFACE.
 AB8460
 AB8460                          STATION RECOVERY (1997)
 AB8460
 AB8460'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
 AB8460'GPS STATION BENZER IS LOCATED ON CTH B APPROX 6 MILES (9.7 KM) WEST OF
 AB8460'SHELL LAKE ON THE NORTH SIDE OF THE ROAD IN THE DITCH AND ABOUT A 1000
 AB8460'FEET (304.8 M) WEST OF THE INTERSECTION WITH VALLEY VIEW ROAD AND
 AB8460'ABOUT 500 FEET (152.4 M) EAST OF THE BURNETT-WASHBURN COUNTY LINE
 AB8460
 AB8460                          STATION RECOVERY (2010)
 AB8460
 AB8460'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AB8460'-NOTE-FIBERGLASS WITNESS POST HAS BEEN REMOVED.  THE MARK IS 1 M (3.3
 AB8460'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 AB8460'VISIBLE OBSTRUCTIONS GREATER THAN 20 DEGREES ABOVE THE HORIZON ARE
 AB8460'TREES NORTH OF THE STATION EXTENDING TO 50 DEGREES AND TREES TO THE
 AB8460'SOUTH EXTENDING TO 25 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0514 ***********************************************************************
 PO0514  DESIGNATION -  BERDAN
 PO0514  PID         -  PO0514
 PO0514  STATE/COUNTY-  WI/WOOD
 PO0514  COUNTRY     -  US
 PO0514  USGS QUAD   -  HEWITT (2018)
 PO0514
 PO0514                         *CURRENT SURVEY CONTROL
 PO0514  ______________________________________________________________________
 PO0514* NAD 83(1991) POSITION- 44 39 15.55238(N) 090 01 16.06436(W)   ADJUSTED
 PO0514* NAVD 88 ORTHO HEIGHT -   389.38  (+/-2cm)     1277.5   (feet) VERTCON3
 PO0514  ______________________________________________________________________
 PO0514  GEOID HEIGHT    -        -34.364 (meters)                     GEOID18
 PO0514  LAPLACE CORR    -         -6.56  (seconds)                    DEFLEC18
 PO0514  HORZ ORDER      -  FIRST
 PO0514  VERT ORDER      -  THIRD ? (See Below)
 PO0514
 PO0514.The horizontal coordinates were established by classical geodetic methods
 PO0514.and adjusted by the National Geodetic Survey in November 1991.
 PO0514
 PO0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0514
 PO0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0514.GEOID18 height accuracy estimate available here.
 PO0514
 PO0514.The vertical order pertains to the NGVD 29 superseded value.
 PO0514
 PO0514.Click photographs - Photos may exist for this station.
 PO0514
 PO0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0514
 PO0514. The following values were computed from the NAD 83(1991) position.
 PO0514
 PO0514;                    North         East     Units Scale Factor Converg.
 PO0514;SPC WI C     -    91,226.685   598,324.146   MT  0.99994816   -0 00 53.7
 PO0514;SPC WI C     -   299,299.55  1,963,001.80   sFT  0.99994816   -0 00 53.7
 PO0514;UTM  15      - 4,948,868.156   736,189.449   MT  1.00028606   +2 05 40.6
 PO0514;UTM  16      - 4,948,991.571   260,459.950   MT  1.00030567   -2 07 27.6
 PO0514
 PO0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0514!SPC WI C     -   0.99994434  x   0.99994816  =   0.99989250
 PO0514!UTM  15      -   0.99994434  x   1.00028606  =   1.00023038
 PO0514!UTM  16      -   0.99994434  x   1.00030567  =   1.00024999
 PO0514
 PO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3618948868(NAD 83)
 PO0514
 PO0514|---------------------------------------------------------------------|
 PO0514| PID    Reference Object                     Distance      Geod. Az  |
 PO0514|                                                           dddmmss.s |
 PO0514| PO0512 BERDAN RM 1                          83.216 METERS 05855     |
 PO0514| PO0513 BERDAN RM 2                          72.503 METERS 10100     |
 PO0514| PO0515 BERDAN AZ MK                        342.119 METERS 26437     |
 PO0514|---------------------------------------------------------------------|
 PO0514
 PO0514                          SUPERSEDED SURVEY CONTROL
 PO0514
 PO0514  NAD 83(1986)-  44 39 15.55025(N)    090 01 16.07068(W) AD(       ) 1
 PO0514  NAD 27      -  44 39 15.67660(N)    090 01 15.60761(W) AD(       ) 1
 PO0514  NGVD 29             389.40   (m)         1277.6    (f) LEVELING    3  
 PO0514
 PO0514.Superseded values are not recommended for survey control.
 PO0514
 PO0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0514.See file dsdata.pdf to determine how the superseded data were derived.
 PO0514
 PO0514_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0514_STAMPING: BERDAN 1980
 PO0514_MARK LOGO: NGS
 PO0514_PROJECTION: RECESSED 40 CENTIMETERS
 PO0514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0514+STABILITY: SURFACE MOTION
 PO0514
 PO0514  HISTORY     - Date     Condition        Report By
 PO0514  HISTORY     - 1980     MONUMENTED       NGS
 PO0514  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PO0514
 PO0514                          STATION DESCRIPTION
 PO0514
 PO0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PO0514'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF MILLADORE,
 PO0514'7-1/2 MILES EAST-SOUTHEAST OF MARSHFIELD, 1-1/2 MILES NORTH OF
 PO0514'AUBURNDALE.  OWNERSHIP--MR. PETE BERDAN, P.O. BOX 203, AUBURNDALE,
 PO0514'WISCONSIN (PHONE NUMBER 715-652-2290)
 PO0514'
 PO0514'TO REACH THE STATION FROM THE AUBURNDALE VILLAGE HALL AND FIRE STATION
 PO0514'IN AUBURNDALE, GO SOUTH FOR 0.05 MILE ON BRICKLE STREET TO THE
 PO0514'JUNCTION OF U.S. HIGHWAY 10.  TURN RIGHT AND GO WEST ON HIGHWAY 10 FOR
 PO0514'0.7 MILE TO THE JUNCTION OF COUNTY ROUTE M ON THE RIGHT.  TURN RIGHT
 PO0514'AND GO NORTH ON ROUTE M FOR 1.65 MILES TO THE AZIMUTH MARK ON THE LEFT
 PO0514'AS DESCRIBED.  CONTINUE NORTH ON ROUTE M FOR 0.1 MILE TO THE JUNCTION
 PO0514'OF COUNTY ROUTE H.  TURN RIGHT AND GO EAST ON ROUTE H FOR 0.25 MILE TO
 PO0514'A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTH, PASSING BETWEEN
 PO0514'HOUSE AND BARN, FOR 0.1 MILE TO A T-JUNCTION IN THE ROAD.  TURN RIGHT
 PO0514'AND GO WEST FOR ABOUT 100 FEET TO THE EDGE OF A HAY FIELD.  FOLLOW
 PO0514'ROAD INTO FIELD FOR 250 FEET TO THE HIGHEST POINT AND STATION AS
 PO0514'DESCRIBED.
 PO0514'
 PO0514'THE STATION IS A STANDARD NGS DISK STAMPED---BERDAN 1980---, SET INTO
 PO0514'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 40 CM
 PO0514'BELOW THE GROUND.  IT IS LOCATED 71.5 METERS (234.5 FT) WEST FROM A
 PO0514'POINT IN THE FENCE 43 FEET SOUTH OF THE CORNER POST ON THE SOUTHSIDE
 PO0514'OF THE ENTRANCE TO THE FIELD.  THE UNDERGROUND MARK IS A STANDARD NGS
 PO0514'DISK STAMPED---BERDAN 1980---, SET INTO AN IRREGULAR MASS OF CONCRETE
 PO0514'1.5 METERS BELOW THE SURFACE.
 PO0514'
 PO0514'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 PO0514'---BERDAN NO 1 1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PO0514'30 CM IN DIAMETER PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 PO0514'19.2 METERS (63 FT) NORTH FROM THE FIRST FENCE POST NORTH OF ENTRANCE,
 PO0514'0.85 METER (2.8 FT) SOUTHWEST FROM A METAL WITNESS POST, AND 0.6 METER
 PO0514'(2 FT) WEST FROM A NORTH-SOUTH FENCELINE.  MARK IS BELOW STATION 3.0
 PO0514'METERS.
 PO0514'
 PO0514'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 PO0514'---BERDAN NO 2 1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PO0514'30 CM IN DIAMETER PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 PO0514'25.0 METERS (82 FT) SOUTH FROM A CORNER POST TO THE SOUTH OF THE
 PO0514'ENTRANCE TO THE FIELD, 0.79 METER (2.6 FT) NORTHWEST FROM A METAL
 PO0514'WITNESS POST, AND 0.3 METER (1 FT) WEST FROM A NORTH-SOUTH FENCELINE.
 PO0514'MARK IS BELOW STATION 2.5 METERS.
 PO0514'
 PO0514'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED---BERDAN 1980---,
 PO0514'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN DIAMETER FLUSH
 PO0514'WITH GROUND.  IT IS LOCATED 14.9 METERS (49 FT) WEST FROM THE CENTER
 PO0514'OF COUNTY ROUTE M, AND 5.8 METERS (19 FT) SOUTH FROM THE CENTER OF A
 PO0514'FIELD ROAD.
 PO0514'
 PO0514'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.7 METERS.
 PO0514
 PO0514                          STATION RECOVERY (2004)
 PO0514
 PO0514'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0514'HOUSE AND BARN HAVE FIRE NUMBER 5991-TOWN OF AUBURNDALE. FENCE AND
 PO0514'FIELD ENTRANCE NO LONGER EXIST. REF. MARK NUMBER 1 IS .06 MILE SOUTH
 PO0514'OF THE CENTER OF COUNTY H 8 FEET EAST OF THE WEST EDGE OF A SMALL
 PO0514'GROVE OF TREES. STATION NOT FOUND. REF. MARK 1 AT 44.65474 AND
 PO0514'90.02024 GPS READING. REF. MARK 2 AT 44.65421 AND 90.02022 GPS
 PO0514'READING. AZIMUTH OK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0515 ***********************************************************************
 PO0515  DESIGNATION -  BERDAN AZ MK
 PO0515  PID         -  PO0515
 PO0515  STATE/COUNTY-  WI/WOOD
 PO0515  COUNTRY     -  US
 PO0515  USGS QUAD   -  HEWITT (2018)
 PO0515
 PO0515                         *CURRENT SURVEY CONTROL
 PO0515  ______________________________________________________________________
 PO0515* NAD 83(1991) POSITION- 44 39 14.51176(N) 090 01 31.52318(W)   ADJUSTED
 PO0515* NAVD 88 ORTHO HEIGHT -   380.0   (meters)     1247.    (feet) VERTCON3
 PO0515  ______________________________________________________________________
 PO0515  GEOID HEIGHT    -        -34.353 (meters)                     GEOID18
 PO0515  LAPLACE CORR    -         -6.37  (seconds)                    DEFLEC18
 PO0515  HORZ ORDER      -  SECOND
 PO0515
 PO0515.The horizontal coordinates were established by classical geodetic methods
 PO0515.and adjusted by the National Geodetic Survey in November 1991.
 PO0515
 PO0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0515
 PO0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0515.GEOID18 height accuracy estimate available here.
 PO0515
 PO0515.Click photographs - Photos may exist for this station.
 PO0515
 PO0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0515
 PO0515. The following values were computed from the NAD 83(1991) position.
 PO0515
 PO0515;                    North         East     Units Scale Factor Converg.
 PO0515;SPC WI C     -    91,194.662   597,983.547   MT  0.99994818   -0 01 04.6
 PO0515;SPC WI C     -   299,194.49  1,961,884.35   sFT  0.99994818   -0 01 04.6
 PO0515;UTM  15      - 4,948,823.603   735,850.145   MT  1.00028409   +2 05 29.6
 PO0515;UTM  16      - 4,948,972.100   260,118.280   MT  1.00030768   -2 07 38.5
 PO0515
 PO0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0515!SPC WI C     -   0.99994581  x   0.99994818  =   0.99989399
 PO0515!UTM  15      -   0.99994581  x   1.00028409  =   1.00022988
 PO0515!UTM  16      -   0.99994581  x   1.00030768  =   1.00025347
 PO0515
 PO0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3585048823(NAD 83)
 PO0515
 PO0515                          SUPERSEDED SURVEY CONTROL
 PO0515
 PO0515  NAD 83(1986)-  44 39 14.50963(N)    090 01 31.52949(W) AD(       ) 2
 PO0515  NAD 27      -  44 39 14.63607(N)    090 01 31.06591(W) AD(       ) 2
 PO0515  NGVD 29 (07/19/86)  380.0    (m)         1247.     (f) VERT ANG       
 PO0515
 PO0515.Superseded values are not recommended for survey control.
 PO0515
 PO0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0515.See file dsdata.pdf to determine how the superseded data were derived.
 PO0515
 PO0515_MARKER: DZ = AZIMUTH MARK DISK
 PO0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0515_STAMPING: BERDAN 1980
 PO0515_MARK LOGO: NGS
 PO0515_PROJECTION: FLUSH
 PO0515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0515+STABILITY: SURFACE MOTION
 PO0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0515+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 PO0515
 PO0515  HISTORY     - Date     Condition        Report By
 PO0515  HISTORY     - 1980     MONUMENTED       NGS
 PO0515  HISTORY     - 20041009 GOOD             USPSQD
 PO0515
 PO0515                          STATION DESCRIPTION
 PO0515
 PO0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PO0515'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF MILLADORE,
 PO0515'7-1/2 MILES EAST-SOUTHEAST OF MARSHFIELD, 1-1/2 MILES NORTH OF
 PO0515'AUBURNDALE.  OWNERSHIP--MRS MILDRED REVLING, ROUTE NUMBER 1, BOX 229,
 PO0515'AUBURNDALE, WISCONSIN 54412, (PHONE NUMBER 715-652-2270)
 PO0515'
 PO0515'TO REACH THE STATION FROM THE AUBURNDALE VILLAGE HALL AND FIRE STATION
 PO0515'IN AUBURNDALE, GO SOUTH FOR 0.05 MILE ON BRICKLE STREET TO THE
 PO0515'JUNCTION OF U.S. HIGHWAY 10.  TURN RIGHT AND GO WEST ON HIGHWAY 10 FOR
 PO0515'0.7 MILE TO THE JUNCTION OF COUNTY ROUTE M ON THE RIGHT.  TURN RIGHT
 PO0515'AND GO NORTH ON ROUTE M FOR 1.65 MILE TO THE AZIMUTH MARK ON THE LEFT
 PO0515'AS DESCRIBED.
 PO0515'
 PO0515'THE STATION IS A STANDARD AZIMUTH MARK DISK STAMPED---BERDAN 1980---,
 PO0515'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN DIAMETER FLUSH
 PO0515'WITH GROUND.  IT IS LOCATED 14.9 METERS (49 FT) WEST FROM THE CENTER
 PO0515'OF COUNTY ROUTE M, AND 5.8 METERS (19 FT) SOUTH FROM THE CENTER OF A
 PO0515'FIELD ROAD.  THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PO0515'STAMPED---BERDAN 1980---, SET INTO THE TOP OF AN IRREGULAR MASS OF
 PO0515'CONCRETE 1.5 METERS BELOW THE SURFACE.
 PO0515'
 PO0515'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO REFERENCE
 PO0515'MARKS SET AT THIS STATION.
 PO0515'
 PO0515'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PO0515'
 PO0515'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BERDAN USING
 PO0515'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PO0515
 PO0515                          STATION RECOVERY (2004)
 PO0515
 PO0515'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0512 ***********************************************************************
 PO0512  DESIGNATION -  BERDAN RM 1
 PO0512  PID         -  PO0512
 PO0512  STATE/COUNTY-  WI/WOOD
 PO0512  COUNTRY     -  US
 PO0512  USGS QUAD   -  HEWITT (2018)
 PO0512
 PO0512                         *CURRENT SURVEY CONTROL
 PO0512  ______________________________________________________________________
 PO0512* NAD 83(1991) POSITION- 44 39 16.94388(N) 090 01 12.82951(W)   NO CHECK
 PO0512* NAVD 88 ORTHO HEIGHT -   387.68  (+/-2cm)     1271.9   (feet) VERTCON3
 PO0512  ______________________________________________________________________
 PO0512  GEOID HEIGHT    -        -34.365 (meters)                     GEOID18
 PO0512  LAPLACE CORR    -         -6.60  (seconds)                    DEFLEC18
 PO0512  HORZ ORDER      -  SECOND
 PO0512  VERT ORDER      -  THIRD ? (See Below)
 PO0512
 PO0512.The horizontal coordinates were established by classical geodetic methods
 PO0512.and adjusted by the National Geodetic Survey in November 1991.
 PO0512
 PO0512.No horizontal observational check was made to the station.
 PO0512
 PO0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0512
 PO0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0512.GEOID18 height accuracy estimate available here.
 PO0512
 PO0512.The vertical order pertains to the NGVD 29 superseded value.
 PO0512
 PO0512.Click photographs - Photos may exist for this station.
 PO0512
 PO0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0512
 PO0512. The following values were computed from the NAD 83(1991) position.
 PO0512
 PO0512;                    North         East     Units Scale Factor Converg.
 PO0512;SPC WI C     -    91,269.617   598,395.427   MT  0.99994814   -0 00 51.4
 PO0512;SPC WI C     -   299,440.40  1,963,235.66   sFT  0.99994814   -0 00 51.4
 PO0512;UTM  15      - 4,948,913.699   736,259.125   MT  1.00028647   +2 05 42.9
 PO0512;UTM  16      - 4,949,031.866   260,532.789   MT  1.00030524   -2 07 25.4
 PO0512
 PO0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0512!SPC WI C     -   0.99994461  x   0.99994814  =   0.99989275
 PO0512!UTM  15      -   0.99994461  x   1.00028647  =   1.00023106
 PO0512!UTM  16      -   0.99994461  x   1.00030524  =   1.00024983
 PO0512
 PO0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3625948913(NAD 83)
 PO0512
 PO0512                          SUPERSEDED SURVEY CONTROL
 PO0512
 PO0512  NAD 83(1986)-  44 39 16.94175(N)    090 01 12.83584(W) AD(       ) 2
 PO0512  NAD 27      -  44 39 17.06809(N)    090 01 12.37285(W) AD(       ) 2
 PO0512  NGVD 29             387.70   (m)         1272.0    (f) LEVELING    3  
 PO0512
 PO0512.Superseded values are not recommended for survey control.
 PO0512
 PO0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0512.See file dsdata.pdf to determine how the superseded data were derived.
 PO0512
 PO0512_MARKER: DR = REFERENCE MARK DISK
 PO0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0512_STAMPING: BERDAN NO 1 1980
 PO0512_MARK LOGO: NGS
 PO0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0512+STABILITY: SURFACE MOTION
 PO0512
 PO0512  HISTORY     - Date     Condition        Report By
 PO0512  HISTORY     - 1980     MONUMENTED       NGS
 PO0512
 PO0512                          STATION DESCRIPTION
 PO0512
 PO0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PO0512'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTH-SOUTHEAST OF
 PO0512'STRATFORD, 7.1 MI (11.4 KM) NORTHWEST OF SHERRY AND 4.0 MI (6.4 KM)
 PO0512'EAST OF HEWITT.
 PO0512'
 PO0512'TO REACH FROM THE AUBURNDALE VILLAGE HALL AND FIRE STATION IN
 PO0512'AUBURNDALE, GO SOUTH FOR 0.05 MI (0.08 KM) ON BRICKLE STREET TO THE
 PO0512'JUNCTION OF U.S. HIGHWAY 10.  TURN RIGHT AND GO WEST ON HIGHWAY 10 FOR
 PO0512'0.7 MI (1.1 KM) TO THE JUNCTION OF COUNTY ROUTE M ON THE RIGHT.  TURN
 PO0512'RIGHT AND GO NORTH ON ROUTE M FOR 1.65 MI (2.65 KM) TO THE AZIMUTH
 PO0512'MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON ROUTE M FOR 0.1 MI
 PO0512'(0.2 KM) TO THE JUNCTION OF COUNTY ROUTE H.  TURN RIGHT AND GO EAST ON
 PO0512'ROUTE H FOR 0.25 MI (0.40 KM) TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT
 PO0512'AND GO SOUTH, PASSING BETWEEN HOUSE AND BARN, FOR 0.1 MI (0.2 KM) TO A
 PO0512'T-JUNCTION IN THE ROAD.  TURN RIGHT AND GO WEST FOR ABOUT 100 FT
 PO0512'(30.5 M) TO THE EDGE OF A HAY FIELD.  FOLLOW ROAD INTO FIELD FOR 250
 PO0512'FT (76.2 M) TO THE HIGHEST POINT AND THE MARK.
 PO0512'
 PO0512'IT IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES)
 PO0512'IN DIAMETER PROJECTING 3 CM (1 INCH) ABOVE THE GROUND, LOCATED 19.2 M
 PO0512'(63.0 FT) NORTH FROM THE FIRST FENCE POST NORTH OF THE ENTRANCE, 0.85
 PO0512'M (2.8 FT) SOUTHWEST FROM A METAL WITNESS POST AND 0.6 M (2.0 FT) WEST
 PO0512'FROM A NORTH-SOUTH FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0513 ***********************************************************************
 PO0513  DESIGNATION -  BERDAN RM 2
 PO0513  PID         -  PO0513
 PO0513  STATE/COUNTY-  WI/WOOD
 PO0513  COUNTRY     -  US
 PO0513  USGS QUAD   -  HEWITT (2018)
 PO0513
 PO0513                         *CURRENT SURVEY CONTROL
 PO0513  ______________________________________________________________________
 PO0513* NAD 83(1991) POSITION- 44 39 15.10407(N) 090 01 12.83425(W)   NO CHECK
 PO0513* NAVD 88 ORTHO HEIGHT -   387.99  (+/-2cm)     1272.9   (feet) VERTCON3
 PO0513  ______________________________________________________________________
 PO0513  GEOID HEIGHT    -        -34.366 (meters)                     GEOID18
 PO0513  LAPLACE CORR    -         -6.60  (seconds)                    DEFLEC18
 PO0513  HORZ ORDER      -  SECOND
 PO0513  VERT ORDER      -  THIRD ? (See Below)
 PO0513
 PO0513.The horizontal coordinates were established by classical geodetic methods
 PO0513.and adjusted by the National Geodetic Survey in November 1991.
 PO0513
 PO0513.No horizontal observational check was made to the station.
 PO0513
 PO0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0513
 PO0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0513.GEOID18 height accuracy estimate available here.
 PO0513
 PO0513.The vertical order pertains to the NGVD 29 superseded value.
 PO0513
 PO0513.Click photographs - Photos may exist for this station.
 PO0513
 PO0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0513
 PO0513. The following values were computed from the NAD 83(1991) position.
 PO0513
 PO0513;                    North         East     Units Scale Factor Converg.
 PO0513;SPC WI C     -    91,212.829   598,395.309   MT  0.99994817   -0 00 51.4
 PO0513;SPC WI C     -   299,254.09  1,963,235.28   sFT  0.99994817   -0 00 51.4
 PO0513;UTM  15      - 4,948,856.925   736,261.098   MT  1.00028648   +2 05 42.8
 PO0513;UTM  16      - 4,948,975.100   260,530.579   MT  1.00030525   -2 07 25.3
 PO0513
 PO0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0513!SPC WI C     -   0.99994456  x   0.99994817  =   0.99989273
 PO0513!UTM  15      -   0.99994456  x   1.00028648  =   1.00023102
 PO0513!UTM  16      -   0.99994456  x   1.00030525  =   1.00024979
 PO0513
 PO0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3626148856(NAD 83)
 PO0513
 PO0513                          SUPERSEDED SURVEY CONTROL
 PO0513
 PO0513  NAD 83(1986)-  44 39 15.10194(N)    090 01 12.84057(W) AD(       ) 2
 PO0513  NAD 27      -  44 39 15.22827(N)    090 01 12.37761(W) AD(       ) 2
 PO0513  NGVD 29             388.01   (m)         1273.0    (f) LEVELING    3  
 PO0513
 PO0513.Superseded values are not recommended for survey control.
 PO0513
 PO0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0513.See file dsdata.pdf to determine how the superseded data were derived.
 PO0513
 PO0513_MARKER: DR = REFERENCE MARK DISK
 PO0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0513_STAMPING: BERDAN NO 2 1980
 PO0513_MARK LOGO: NGS
 PO0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0513+STABILITY: SURFACE MOTION
 PO0513
 PO0513  HISTORY     - Date     Condition        Report By
 PO0513  HISTORY     - 1980     MONUMENTED       NGS
 PO0513
 PO0513                          STATION DESCRIPTION
 PO0513
 PO0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PO0513'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) SOUTH-SOUTHEAST OF
 PO0513'STRATFORD, 7.1 MI (11.4 KM) NORTHWEST OF SHERRY AND 4.0 MI (6.4 KM)
 PO0513'EAST OF HEWITT.
 PO0513'
 PO0513'TO REACH THE STATION FROM THE AUBURNDALE VILLAGE HALL AND FIRE STATION
 PO0513'IN AUBURNDALE, GO SOUTH FOR 0.05 MI (0.08 KM) ON BRICKLE STREET TO THE
 PO0513'JUNCTION OF U.S. HIGHWAY 10.  TURN RIGHT AND GO WEST ON HIGHWAY 10 FOR
 PO0513'0.7 MI (1.1 KM) TO THE JUNCTION OF COUNTY ROUTE M ON THE RIGHT.  TURN
 PO0513'RIGHT AND GO NORTH ON ROUTE M FOR 1.65 MI (2.65 KM) TO THE AZIMUTH
 PO0513'MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON ROUTE M FOR 0.1 MI
 PO0513'(0.2 KM) TO THE JUNCTION OF COUNTY ROUTE H.  TURN RIGHT AND GO EAST ON
 PO0513'ROUTE H FOR 0.25 MI (0.40 KM) TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT
 PO0513'AND GO SOUTH, PASSING BETWEEN HOUSE AND BARN, FOR 0.1 MI (0.2 KM) TO A
 PO0513'T-JUNCTION IN THE ROAD.  TURN RIGHT AND GO WEST FOR ABOUT 100 FT
 PO0513'(30.5 M) TO THE EDGE OF A HAY FIELD.  FOLLOW ROAD INTO FIELD FOR 250
 PO0513'FT (76.2 M) TO THE HIGHEST POINT AND THE MARK.
 PO0513'
 PO0513'IT IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES)
 PO0513'IN DIAMETER PROJECTING 4 CM (2 INCHES) ABOVE THE GROUND, LOCATED 25.0
 PO0513'M (82.0 FT) SOUTH FROM A CORNER POST TO THE SOUTH OF THE ENTRANCE TO
 PO0513'THE FIELD, 0.79 M (2.6 FT) NORTHWEST FROM A METAL WITNESS POST AND 0.3
 PO0513'M (1.0 FT) WEST FROM A NORTH-SOUTH FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0967 ***********************************************************************
 OM0967  DESIGNATION -  BERG
 OM0967  PID         -  OM0967
 OM0967  STATE/COUNTY-  WI/FOND DU LAC
 OM0967  COUNTRY     -  US
 OM0967  USGS QUAD   -  RIPON (2018)
 OM0967
 OM0967                         *CURRENT SURVEY CONTROL
 OM0967  ______________________________________________________________________
 OM0967* NAD 83(1991) POSITION- 43 45 53.91501(N) 088 48 43.62810(W)   ADJUSTED
 OM0967* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 OM0967  ______________________________________________________________________
 OM0967  GEOID HEIGHT    -        -35.806 (meters)                     GEOID18
 OM0967  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 OM0967  HORZ ORDER      -  FIRST
 OM0967
 OM0967.The horizontal coordinates were established by classical geodetic methods
 OM0967.and adjusted by the National Geodetic Survey in November 1991.
 OM0967
 OM0967.The orthometric height was scaled from a topographic map.
 OM0967
 OM0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0967.GEOID18 height accuracy estimate available here.
 OM0967
 OM0967.Click photographs - Photos may exist for this station.
 OM0967
 OM0967.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0967
 OM0967. The following values were computed from the NAD 83(1991) position.
 OM0967
 OM0967;                    North         East     Units Scale Factor Converg.
 OM0967;SPC WI S     -   196,755.691   695,642.942   MT  0.99995267   +0 48 58.3
 OM0967;SPC WI S     -   645,522.63  2,282,288.55   sFT  0.99995267   +0 48 58.3
 OM0967;UTM  16      - 4,847,365.553   354,141.618   MT  0.99986168   -1 15 13.2
 OM0967
 OM0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0967!SPC WI S     -   0.99995450  x   0.99995267  =   0.99990717
 OM0967!UTM  16      -   0.99995450  x   0.99986168  =   0.99981619
 OM0967
 OM0967:                Primary Azimuth Mark                     Grid Az
 OM0967:SPC WI S     -  RIPON FIRST CONG CH SPIRE                344 50 11.9
 OM0967:UTM  16      -  RIPON FIRST CONG CH SPIRE                346 54 23.4
 OM0967
 OM0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5414147365(NAD 83)
 OM0967
 OM0967|---------------------------------------------------------------------|
 OM0967| PID    Reference Object                     Distance      Geod. Az  |
 OM0967|                                                           dddmmss.s |
 OM0967| CI9023 BERG RM 1                                          06634     |
 OM0967| CI9024 BERG RM 2                                          1221956.1 |
 OM0967| OM0942 SMOKESTACK QUAR MI NW BRANDON       APPROX. 3.3 KM 1530518.6 |
 OM0967| OM0972 RIPON FIRST CONG CH SPIRE           APPROX. 9.2 KM 3453910.2 |
 OM0967|---------------------------------------------------------------------|
 OM0967
 OM0967                          SUPERSEDED SURVEY CONTROL
 OM0967
 OM0967  NAD 83(1986)-  43 45 53.90865(N)    088 48 43.63317(W) AD(       ) 1
 OM0967  NAD 27      -  43 45 53.96900(N)    088 48 43.23500(W) AD(       ) 1
 OM0967
 OM0967.Superseded values are not recommended for survey control.
 OM0967
 OM0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0967.See file dsdata.pdf to determine how the superseded data were derived.
 OM0967
 OM0967_MARKER: DS = TRIANGULATION STATION DISK
 OM0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0967_STAMPING: BERG 1930
 OM0967_MARK LOGO: CGS
 OM0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0967+STABILITY: SURFACE MOTION
 OM0967
 OM0967  HISTORY     - Date     Condition        Report By
 OM0967  HISTORY     - 1930     MONUMENTED       CGS
 OM0967  HISTORY     - 1958     GOOD             CGS
 OM0967
 OM0967                          STATION DESCRIPTION
 OM0967
 OM0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (ITS)
 OM0967'ABOUT 5-1/2 MILES S AND 1 MILE E OF RIPON, AND 2-1/2 MILES
 OM0967'NW OF BRANDON.  ON LAND OWNED BY MR. JOHN BERG AND OCCUPIED
 OM0967'BY ELMER BERG.
 OM0967'
 OM0967'THE STATION IS ON A SMALL KNOLL ENE OF THE HOUSE ABOUT 120
 OM0967'YARDS, 96 PACES N OF FENCE ON N SIDE OF THE ROAD AND ABOUT
 OM0967'50 PACES N OF A GRAVEL PIT.
 OM0967'
 OM0967'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 OM0967'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND
 OM0967'11A.
 OM0967'
 OM0967'SURFACE MARK IS SET 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 OM0967'
 OM0967'REFERENCE MARK NO. 1 IS ENE OF STATION IN N-S FENCE LINE.
 OM0967'MARK IS SET 4 INCHES ABOVE THE GROUND.
 OM0967'
 OM0967'REFERENCE MARK NO. 2 IS SE OF STATION IN SE FENCE CORNER
 OM0967'OF FIELD.  MARK IS SET 4 INCHES ABOVE THE GROUND.
 OM0967'
 OM0967'TO REACH FROM RIPON TAKE STATE HIGHWAY 44-49 S 2-1/2 MILES,
 OM0967'E 0.5 MILE AND S 3 MILES TO CROSS ROAD.  TURN LEFT (E) ON
 OM0967'DIRT ROAD AND CONTINUE 0.6 MILE TO THE BERG FARM.
 OM0967'
 OM0967'HEIGHT OF SIGNAL ABOVE STATION MARK - 23.4 METERS.
 OM0967
 OM0967                          STATION RECOVERY (1958)
 OM0967
 OM0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0967'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OM0967'REFERENCE MARK 1 IS NOW 1 FT. W OF A N-S FENCE INSTEAD OF
 OM0967'IN THE FENCE LINE AND 15 FT. N OF A TWIN-TRUNK OAK TREE.
 OM0967'REFERENCE MARK 2 IS NOW 2 FT. SE OF THE FENCE CORNER INSTEAD
 OM0967'OF IN THE SE FENCE CORNER AND NOW 30 FT. N OF THE CENTERLINE
 OM0967'OF THE GRAVELED ROAD.  THE STATION WAS NOT OCCUPIED AT THIS
 OM0967'TIME AND A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS--
 OM0967'
 OM0967'THE STATION IS ABOUT 5-1/2 MI. S AND 1 MI. E OF RIPON, ABOUT
 OM0967'2-1/2 MI. NW OF BRANDON AND ON THE PROPERTY OWNED BY MR. JOHN
 OM0967'BERG.  IT IS ON A SMALL KNOLL ABOUT 120 YD. E-NE OF A HOUSE,
 OM0967'96 PACES N OF A FENCE ON THE N SIDE OF THE ROAD AND ABOUT
 OM0967'50 PACES N OF A GRAVEL PIT.  THE MONUMENT PROJECTS 4 IN. AND
 OM0967'THE DISK IS STAMPED BERG 1930 (NOTES 1A AND 7A).
 OM0967'
 OM0967'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRANDON,
 OM0967'GO W ON STATE HIGHWAY 49 FOR 1.3 MI. TO THE JUNCTION OF
 OM0967'BRANDON ROAD.  TURN RIGHT AND GO N ON BRANDON ROAD FOR 2.1
 OM0967'MI. TO THE JUNCTION OF BERG ROAD.  TURN LEFT AND GO W ON
 OM0967'BERG ROAD FOR 0.3 MI. TO REFERENCE MARK 2 ON THE RIGHT.
 OM0967'CONTINUE W ON THE ROAD FOR 0.1 MI. TO THE STATION ON THE RIGHT
 OM0967'AS DESCRIBED.
 OM0967'
 OM0967'REFERENCE MARK 1 IS E-NE OF THE STATION AND 1 FT. W OF A
 OM0967'N-S FENCE.  THE MONUMENT PROJECTS 4 IN. AND THE DISK IS
 OM0967'STAMPED BERG NO 1 1930 (NOTE 11A).
 OM0967'
 OM0967'REFERENCE MARK 2 IS SE OF THE STATION, 95 PACES S OF A FENCE,
 OM0967'30 FT. N OF THE CENTERLINE OF THE GRAVELED ROAD AND 2 FT. SE OF
 OM0967'A FENCE CORNER.  THE MONUMENT PROJECTS 4 IN. AND THE DISK
 OM0967'IS STAMPED BERG NO 2 1930 (NOTE 11A).
 OM0967'
 OM0967'HEIGHT OF SIGNAL ABOVE STATION MARK 23.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO1046 ***********************************************************************
 DO1046  DESIGNATION -  BERG LK SWISS
 DO1046  PID         -  DO1046
 DO1046  STATE/COUNTY-  WI/BURNETT
 DO1046  COUNTRY     -  US
 DO1046  USGS QUAD   -  DANBURY EAST (2019)
 DO1046
 DO1046                         *CURRENT SURVEY CONTROL
 DO1046  ______________________________________________________________________
 DO1046* NAD 83(1986) POSITION- 46 00 40.5    (N) 092 17 01.5    (W)   HD_HELD2
 DO1046* NAVD 88 ORTHO HEIGHT -   294.401 (meters)      965.88  (feet) ADJUSTED
 DO1046  ______________________________________________________________________
 DO1046  GEOID HEIGHT    -        -26.481 (meters)                     GEOID18
 DO1046  DYNAMIC HEIGHT  -        294.429 (meters)      965.97  (feet) COMP
 DO1046  MODELED GRAVITY -    980,700.4   (mgal)                       NAVD 88
 DO1046
 DO1046  VERT ORDER      -  SECOND    CLASS I
 DO1046
 DO1046.The horizontal coordinates were established by autonomous hand held GPS
 DO1046.observations and have an estimated accuracy of +/- 10 meters.
 DO1046
 DO1046.The orthometric height was determined by differential leveling and
 DO1046.adjusted by the NATIONAL GEODETIC SURVEY
 DO1046.in October 2012.
 DO1046
 DO1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1046.GEOID18 height accuracy estimate available here.
 DO1046
 DO1046.Click photographs - Photos may exist for this station.
 DO1046
 DO1046.The dynamic height is computed by dividing the NAVD 88
 DO1046.geopotential number by the normal gravity value computed on the
 DO1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1046.degrees latitude (g = 980.6199 gals.).
 DO1046
 DO1046.The modeled gravity was interpolated from observed gravity values.
 DO1046
 DO1046;                    North         East    Units  Estimated Accuracy
 DO1046;SPC WI N     -    96,413.      423,162.      MT  (+/- 10 meters HH2 GPS)
 DO1046
 DO1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5544995546(NAD 83)
 DO1046
 DO1046                          SUPERSEDED SURVEY CONTROL
 DO1046
 DO1046.No superseded survey control is available for this station.
 DO1046
 DO1046_MARKER: DD = SURVEY DISK
 DO1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1046_STAMPING: BERG LK SWISS 2010
 DO1046_MARK LOGO: WI-013
 DO1046_PROJECTION: FLUSH
 DO1046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1046+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 DO1046
 DO1046  HISTORY     - Date     Condition        Report By
 DO1046  HISTORY     - 2010     MONUMENTED       WI-013
 DO1046  HISTORY     - 20120202 GOOD             GEOSPC
 DO1046
 DO1046                          STATION DESCRIPTION
 DO1046
 DO1046'DESCRIBED BY GEODETIC SPECIALISTS LLC 2012 (MEH)
 DO1046'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST OF WEBB LAKE, 7.3
 DO1046'MI (11.7 KM) NORTHEAST OF YELLOW LAKE AND 4.2 MI (6.8 KM) EAST OF
 DO1046'DANBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO1046'
 DO1046'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 35 WITH LAKE 26 ROAD
 DO1046'ABOUT 1.0 MI (1.6 KM) NORTHEAST OF DANBURY WI, GO EAST ON LAKE 26 ROAD
 DO1046'FOR 3.2 MI (5.1 KM) TO TABOR LAKE ROAD.  CONTINUE EAST ON LAKE 26 ROAD
 DO1046'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DO1046'
 DO1046'THE STATION IS LOCATED 20.5 M (67.3 FT) NORTHWEST OF A PRIVATE DRIVE
 DO1046'5863 LAKE 26 ROAD, 16.1 M (52.8 FT) NORTHWEST OF THE MOST NORTH WOODEN
 DO1046'POST FOR PRIVATE DRIVE, 9.2 M (30.2 FT) SOUTHWEST OF THE CENTERLINE OF
 DO1046'LAKE 26 ROAD, 1 M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF 3 METAL
 DO1046'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1187 ***********************************************************************
 PN1187  DESIGNATION -  BERGEN
 PN1187  PID         -  PN1187
 PN1187  STATE/COUNTY-  WI/MARATHON
 PN1187  COUNTRY     -  US
 PN1187  USGS QUAD   -  BIG EAU PLEINE RESERVOIR (2018)
 PN1187
 PN1187                         *CURRENT SURVEY CONTROL
 PN1187  ______________________________________________________________________
 PN1187* NAD 83(1991) POSITION- 44 42 56.79563(N) 089 47 57.33254(W)   ADJUSTED
 PN1187* NAVD 88 ORTHO HEIGHT -   394.9   (meters)     1296.    (feet) VERTCON3
 PN1187  ______________________________________________________________________
 PN1187  GEOID HEIGHT    -        -34.938 (meters)                     GEOID18
 PN1187  LAPLACE CORR    -         -7.56  (seconds)                    DEFLEC18
 PN1187  HORZ ORDER      -  FIRST
 PN1187
 PN1187.The horizontal coordinates were established by classical geodetic methods
 PN1187.and adjusted by the National Geodetic Survey in November 1991.
 PN1187
 PN1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1187
 PN1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1187.GEOID18 height accuracy estimate available here.
 PN1187
 PN1187.Click photographs - Photos may exist for this station.
 PN1187
 PN1187.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1187
 PN1187. The following values were computed from the NAD 83(1991) position.
 PN1187
 PN1187;                    North         East     Units Scale Factor Converg.
 PN1187;SPC WI C     -    98,075.146   615,904.948   MT  0.99994460   +0 08 29.9
 PN1187;SPC WI C     -   321,768.21  2,020,681.48   sFT  0.99994460   +0 08 29.9
 PN1187;UTM  16      - 4,955,189.781   278,286.550   MT  1.00020453   -1 58 13.2
 PN1187
 PN1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1187!SPC WI C     -   0.99994356  x   0.99994460  =   0.99988817
 PN1187!UTM  16      -   0.99994356  x   1.00020453  =   1.00014808
 PN1187
 PN1187:                Primary Azimuth Mark                     Grid Az
 PN1187:SPC WI C     -  RIB                                      019 40 59.8
 PN1187:UTM  16      -  RIB                                      021 47 42.9
 PN1187
 PN1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7828655189(NAD 83)
 PN1187
 PN1187|---------------------------------------------------------------------|
 PN1187| PID    Reference Object                     Distance      Geod. Az  |
 PN1187|                                                           dddmmss.s |
 PN1187| CJ4272 BERGEN RM 1                          21.309 METERS 01159     |
 PN1187| PN1159 RIB                                 APPROX.24.2 KM 0194929.7 |
 PN1187| CJ4273 BERGEN RM 2                          18.836 METERS 12202     |
 PN1187|---------------------------------------------------------------------|
 PN1187
 PN1187                          SUPERSEDED SURVEY CONTROL
 PN1187
 PN1187  NAD 83(1986)-  44 42 56.79328(N)    089 47 57.33903(W) AD(       ) 1
 PN1187  NAD 27      -  44 42 56.91716(N)    089 47 56.89266(W) AD(       ) 1
 PN1187  NGVD 29 (07/19/86)  394.9    (m)         1296.     (f) VERT ANG       
 PN1187
 PN1187.Superseded values are not recommended for survey control.
 PN1187
 PN1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1187.See file dsdata.pdf to determine how the superseded data were derived.
 PN1187
 PN1187_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1187_STAMPING: BERGEN 1980
 PN1187_MARK LOGO: NGS
 PN1187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1187+STABILITY: SURFACE MOTION
 PN1187
 PN1187  HISTORY     - Date     Condition        Report By
 PN1187  HISTORY     - 1980     MONUMENTED       NGS
 PN1187  HISTORY     - 20050924 GOOD             USPSQD
 PN1187
 PN1187                          STATION DESCRIPTION
 PN1187
 PN1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1187'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF AUBURNDALE, 9 MILES
 PN1187'NORTH-NORTHWEST OF JUNCTION CITY, 7-1/2 MILES SOUTHWEST OF MOSINEE.
 PN1187'OWNERSHIP--MRS. MARY VAN OUSE, ROUTE 4, BOX 557, BERGEN, WISCONSIN,
 PN1187'(PHONE NUMBER 547-2267).
 PN1187'
 PN1187'TO REACH THE STATION FROM THE POST OFFICE IN JUNCTION CITY, GO WEST ON
 PN1187'U.S. HIGHWAY 10 AND STATE HIGHWAY 34 FOR 0.25 MILE TO THE JUNCTION OF
 PN1187'COUNTY TRUNK G ON THE RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY TRUNK
 PN1187'G FOR 2.65 MILES TO THE JUNCTION OF COUNTY TRUNK O AND H AND THE END
 PN1187'OF COUNTY TRUNK G.  CONTINUE NORTH ON THE PAVED ROAD (COUNTY TRUNKS O
 PN1187'AND H) FOR 1.45 MILES TO THE JUNCTION OF COUNTY TRUNK H.  CONTINUE
 PN1187'NORTH ON COUNTY TRUNK O FOR 3.55 MILES TO A T-ROAD JUNCTION.  TURN
 PN1187'LEFT AND GO WEST ON COUNTY TRUNK O AND C FOR 1.05 MILES TO A FORK AND
 PN1187'THE JUNCTION OF COUNTY TRUNK O.  TAKE THE LEFT FORK AND CONTINUE WEST
 PN1187'ON COUNTY TRUNK C FOR 5.5 MILE TO POPULAR LANE ON THE LEFT. CONTINUE
 PN1187'WEST ON COUNTY TRUNK C FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 PN1187'DESCRIBED.
 PN1187'
 PN1187'THE STATION IS A STANDARD NGS DISK STAMPED---BERGEN 1980---, SET INTO
 PN1187'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 4 CM
 PN1187'ABOVE THE GROUND.  IT IS LOCATED 10.05 METERS (33.0 FT) NORTH FROM A
 PN1187'UTILITY POLE NUMBER 2606/21L2, 9.14 METERS (30.0 FT) SOUTH-SOUTHEAST
 PN1187'FROM A 30-INCH DOUBLE TRUNK OAK TREE AND 1.4 METERS (4.5 FT) NORTH
 PN1187'FROM A METAL WITNESS POST.
 PN1187'
 PN1187'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---BERGEN 1980---,
 PN1187'SET INTO BEDROCK 1.1 METERS BELOW THE SURFACE.
 PN1187'
 PN1187'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 PN1187'---BERGEN NO 1 1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PN1187'30 CM IN DIAMETER PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1187'12.5 METERS (41.0 FT) NORTH FROM A 30-INCH TWIN-TRUNKED OAK TREE, 4.5
 PN1187'METERS (14.6 FT) EAST-NORTHEAST FROM A 12-INCH OAK TREE AND 1.2 METERS
 PN1187'(4.0 FT) SOUTH FROM A METAL WITNESS POST.  THE MARK IS LEVEL WITH
 PN1187'STATION.
 PN1187'
 PN1187'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 PN1187'---BERGEN NO 2 1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PN1187'30 CM IN DIAMETER PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1187'18.9 METERS (62.0 FT) EAST-NORTHEAST FROM A UTILITY POLE NUMBER
 PN1187'2606/21L2 AND 0.76 METER (2.5 FT) WEST FROM A METAL WITNESS POST.  THE
 PN1187'MARK IS LEVEL WITH STATION.
 PN1187'
 PN1187'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.  NO SUITABLE
 PN1187'LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK.  COUNTY TRUNK C, FROM
 PN1187'THE FORK MENTION NEAR THE LAST PORTION OF THE DESCRIPTION ON PAST THE
 PN1187'STATION SITE, WAS UNDER CONSTRUCTION AT THIS TIME.
 PN1187
 PN1187                          STATION RECOVERY (2005)
 PN1187
 PN1187'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1187'STATION IS NEXT TO A WHITE BIRCH TREE. RM 2 IS 75 FEET FROM CENTER OF
 PN1187'COUNTY HWY C.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5178 ***********************************************************************
 DH5178  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5178  DESIGNATION -  BERGEN N GPS
 DH5178  PID         -  DH5178
 DH5178  STATE/COUNTY-  WI/VERNON
 DH5178  COUNTRY     -  US
 DH5178  USGS QUAD   -  STODDARD (2018)
 DH5178
 DH5178                         *CURRENT SURVEY CONTROL
 DH5178  ______________________________________________________________________
 DH5178* NAD 83(2011) POSITION- 43 42 14.56928(N) 091 09 13.30164(W)   ADJUSTED
 DH5178* NAD 83(2011) ELLIP HT-   201.950 (meters)        (06/27/12)   ADJUSTED
 DH5178* NAD 83(2011) EPOCH   -  2010.00
 DH5178* NAVD 88 ORTHO HEIGHT -   233.89  (meters)      767.4   (feet) GPS OBS
 DH5178  ______________________________________________________________________
 DH5178  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5178  GEOID HEIGHT    -        -31.945 (meters)                     GEOID12A
 DH5178  GEOID HEIGHT    -        -31.947 (meters)                     GEOID18
 DH5178  NAD 83(2011) X  -    -92,988.852 (meters)                     COMP
 DH5178  NAD 83(2011) Y  - -4,617,467.475 (meters)                     COMP
 DH5178  NAD 83(2011) Z  -  4,384,518.103 (meters)                     COMP
 DH5178  LAPLACE CORR    -         -7.40  (seconds)                    DEFLEC18
 DH5178
 DH5178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5178  Standards:
 DH5178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5178  -------------------------------------------------------------------
 DH5178  NETWORK    0.61   0.78           0.28   0.21   0.40     -0.07255461
 DH5178  -------------------------------------------------------------------
 DH5178  Click here for local accuracies and other accuracy information.
 DH5178
 DH5178.The horizontal coordinates were established by GPS observations
 DH5178.and adjusted by the National Geodetic Survey in June 2012.
 DH5178
 DH5178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5178.been affixed to the stable North American tectonic plate. See 
 DH5178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5178
 DH5178.The horizontal coordinates are valid at the epoch date displayed above
 DH5178.which is a decimal equivalence of Year/Month/Day.
 DH5178
 DH5178.The orthometric height was determined by GPS observations and a
 DH5178.high-resolution geoid model using precise GPS observation and
 DH5178.processing techniques.
 DH5178
 DH5178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5178.GEOID18 height accuracy estimate available here.
 DH5178
 DH5178.Click photographs - Photos may exist for this station.
 DH5178
 DH5178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5178
 DH5178.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5178
 DH5178.The ellipsoidal height was determined by GPS observations
 DH5178.and is referenced to NAD 83.
 DH5178
 DH5178. The following values were computed from the NAD 83(2011) position.
 DH5178
 DH5178;                    North         East     Units Scale Factor Converg.
 DH5178;SPC WI S     -   189,948.352   507,015.747   MT  0.99994649   -0 47 33.7
 DH5178;SPC WI S     -   623,188.88  1,663,434.16   sFT  0.99994649   -0 47 33.7
 DH5178;UTM  15      - 4,840,659.204   648,760.892   MT  0.99987220   +1 16 33.3
 DH5178
 DH5178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5178!SPC WI S     -   0.99996833  x   0.99994649  =   0.99991482
 DH5178!UTM  15      -   0.99996833  x   0.99987220  =   0.99984054
 DH5178
 DH5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4876040659(NAD 83)
 DH5178
 DH5178                          SUPERSEDED SURVEY CONTROL
 DH5178
 DH5178  NAD 83(2007)-  43 42 14.56931(N)    091 09 13.30247(W) AD(2002.00) 0
 DH5178  ELLIP H (02/10/07)  201.981  (m)                       GP(2002.00)    
 DH5178  NAD 83(1997)-  43 42 14.56928(N)    091 09 13.30288(W) AD(       ) 1
 DH5178  ELLIP H (08/01/05)  201.969  (m)                       GP(       ) 2 1
 DH5178  NAVD 88 (07/26/07)  233.89   (m)  GEOID03  model used  GPS OBS        
 DH5178
 DH5178.Superseded values are not recommended for survey control.
 DH5178
 DH5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5178.See file dsdata.pdf to determine how the superseded data were derived.
 DH5178
 DH5178_MARKER: DD = SURVEY DISK
 DH5178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5178_STAMPING: BERGEN N GPS 2004
 DH5178_MARK LOGO: WIDT
 DH5178_PROJECTION: FLUSH
 DH5178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5178+STABILITY: SURFACE MOTION
 DH5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5178+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH5178
 DH5178  HISTORY     - Date     Condition        Report By
 DH5178  HISTORY     - 2003     MONUMENTED       WIDT
 DH5178  HISTORY     - 20100726 GOOD             WIDT
 DH5178  HISTORY     - 20160627 GOOD             WIDT
 DH5178
 DH5178                          STATION DESCRIPTION
 DH5178
 DH5178'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5178'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 35 IN PLEASANT
 DH5178'VALLEY, PROCEED 3.2 MILES EAST ALONG COUNTY ROAD K TO KREIBICH LANE,
 DH5178'TURN RIGHT THENCE AND GO WEST-SOUTHWEST FOR 0.1 MI TO THE STATION ON
 DH5178'THE RIGHT.
 DH5178'
 DH5178'THE STATION IS A BRONZE WI DEPT. OF TRANS. GEODETIC CONTROL STATION
 DH5178'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL
 DH5178'WITH THE ROAD PAVEMENT.
 DH5178'
 DH5178'THE STATION IS 7.2 M NORTH OF THE CENTERLINE OF KIREIBICH  LANE, 28 M
 DH5178'WEST OF A FIELD ENTRANCE, 16.4 M NORTHEAST OF A TELEPHONE PEDESTAL,
 DH5178'1.0 M  SOUTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M NORTHEAST
 DH5178'OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M NORTHWEST OF AN
 DH5178'ORANGE 4X4 PLASTIC WITNESS POST.
 DH5178'
 DH5178'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DH5178'DEGREES ABOVE THE HORIZON.  OWNERSHIP--TOWNSHIP OF BERGEN.
 DH5178
 DH5178                          STATION RECOVERY (2010)
 DH5178
 DH5178'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5178'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DH5178'HIGHWAY K APPROXIMATELY 4.7 MILES NORTH OF THE VILLAGE OF STODDARD, SO
 DH5178'SOUTHEAST ON COUNTY HIGHWAY K FOR 3.2 MILES TO KREIBICH LANE RIGHT,
 DH5178'TURN RIGHT AND GO SOUTHWEST ON KREIBICH LANE FOR 0.11 MILE TO THE
 DH5178'STATION ON THE RIGHT.
 DH5178'
 DH5178'THE STATION IS 18.5 M EAST OF POWER POLE 4A12E22.
 DH5178
 DH5178                          STATION RECOVERY (2016)
 DH5178
 DH5178'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5178'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5064 ***********************************************************************
 DK5064  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5064  DESIGNATION -  BERGEN N GPS
 DK5064  PID         -  DK5064
 DK5064  STATE/COUNTY-  WI/MARATHON
 DK5064  COUNTRY     -  US
 DK5064  USGS QUAD   -  HALDER (2018)
 DK5064
 DK5064                         *CURRENT SURVEY CONTROL
 DK5064  ______________________________________________________________________
 DK5064* NAD 83(2011) POSITION- 44 45 24.71693(N) 089 46 40.79942(W)   ADJUSTED
 DK5064* NAD 83(2011) ELLIP HT-   340.883 (meters)        (06/27/12)   ADJUSTED
 DK5064* NAD 83(2011) EPOCH   -  2010.00
 DK5064* NAVD 88 ORTHO HEIGHT -   375.80  (meters)     1232.9   (feet) GPS OBS
 DK5064  ______________________________________________________________________
 DK5064  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5064  GEOID HEIGHT    -        -34.913 (meters)                     GEOID12A
 DK5064  GEOID HEIGHT    -        -34.909 (meters)                     GEOID18
 DK5064  NAD 83(2011) X  -     17,578.774 (meters)                     COMP
 DK5064  NAD 83(2011) Y  - -4,536,863.861 (meters)                     COMP
 DK5064  NAD 83(2011) Z  -  4,468,442.375 (meters)                     COMP
 DK5064  LAPLACE CORR    -         -6.82  (seconds)                    DEFLEC18
 DK5064
 DK5064  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5064  Standards:
 DK5064         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5064            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5064  -------------------------------------------------------------------
 DK5064  NETWORK    0.63   0.47           0.27   0.24   0.24      0.07715406
 DK5064  -------------------------------------------------------------------
 DK5064  Click here for local accuracies and other accuracy information.
 DK5064
 DK5064.The horizontal coordinates were established by GPS observations
 DK5064.and adjusted by the National Geodetic Survey in June 2012.
 DK5064
 DK5064.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5064.been affixed to the stable North American tectonic plate. See 
 DK5064.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5064
 DK5064.The horizontal coordinates are valid at the epoch date displayed above
 DK5064.which is a decimal equivalence of Year/Month/Day.
 DK5064
 DK5064.The orthometric height was determined by GPS observations and a
 DK5064.high-resolution geoid model using precise GPS observation and
 DK5064.processing techniques.
 DK5064
 DK5064.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5064.GEOID18 height accuracy estimate available here.
 DK5064
 DK5064.Click photographs - Photos may exist for this station.
 DK5064
 DK5064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5064
 DK5064.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5064
 DK5064.The ellipsoidal height was determined by GPS observations
 DK5064.and is referenced to NAD 83.
 DK5064
 DK5064. The following values were computed from the NAD 83(2011) position.
 DK5064
 DK5064;                    North         East     Units Scale Factor Converg.
 DK5064;SPC WI C     -   102,645.366   617,576.854   MT  0.99994286   +0 09 23.9
 DK5064;SPC WI C     -   336,762.34  2,026,166.73   sFT  0.99994286   +0 09 23.9
 DK5064;UTM  16      - 4,959,696.412   280,126.271   MT  1.00019453   -1 57 24.4
 DK5064
 DK5064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5064!SPC WI C     -   0.99994656  x   0.99994286  =   0.99988942
 DK5064!UTM  16      -   0.99994656  x   1.00019453  =   1.00014108
 DK5064
 DK5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8012659696(NAD 83)
 DK5064
 DK5064                          SUPERSEDED SURVEY CONTROL
 DK5064
 DK5064  NAD 83(2007)-  44 45 24.71696(N)    089 46 40.79993(W) AD(2002.00) 1
 DK5064  ELLIP H (07/29/08)  340.914  (m)                       GP(2002.00) 3 1
 DK5064  NAVD 88 (07/29/08)  375.77   (m)  GEOID03  model used  GPS OBS        
 DK5064
 DK5064.Superseded values are not recommended for survey control.
 DK5064
 DK5064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5064.See file dsdata.pdf to determine how the superseded data were derived.
 DK5064
 DK5064_MARKER: DD = SURVEY DISK
 DK5064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5064_STAMPING: BERGEN N GPS 2005
 DK5064_MARK LOGO: WIDT
 DK5064_PROJECTION: FLUSH
 DK5064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5064+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2011
 DK5064
 DK5064  HISTORY     - Date     Condition        Report By
 DK5064  HISTORY     - 2004     MONUMENTED       WIDT
 DK5064  HISTORY     - 20070102 GOOD             WIDT
 DK5064  HISTORY     - 20110620 GOOD             WIDT
 DK5064
 DK5064                          STATION DESCRIPTION
 DK5064
 DK5064'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DK5064'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 153 WITH
 DK5064'COUNTY HIGHWAY O ABOUT 3 MI (4.8 KM) WEST OF THE CITY OF MOSINEE, GO
 DK5064'SOUTHWEST THEN SOUTH ON COUNTY HIGHWAY O FOR 3.05 MI (4.9 KM) TO
 DK5064'HICKORY ROAD, TURN LEFT AND GO EAST ON HICKORY ROAD FOR 0.5 MI (0.8
 DK5064'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DK5064'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DK5064'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (ATTACHED TO
 DK5064'BEDROCK 1.7 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DK5064'THE ROAD PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) SOUTH OF THE
 DK5064'CENTERLINE OF HICKORY ROAD 44.3 M (145.3 FT) SOUTHWEST OF A POWER POLE
 DK5064'-2606-3L13--, 30 M (98.4 FT) EAST OF A PRIVATE ENTRANCE --1525--, 28.8
 DK5064'M (94.5 FT) SOUTHEAST OF A POWER POLE -2606 3L28--, AND 1.0 M (3.3 FT)
 DK5064'EAST AND WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK5064'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK5064'ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST EXTENDING TO 20 DEGREES
 DK5064'ABOVE THE HORIZON.  ---NOTE2---A WOODEN FENCE LINE ENCROACHES OVER THE
 DK5064'CONCRETE MONUMENT.
 DK5064
 DK5064                          STATION RECOVERY (2011)
 DK5064
 DK5064'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5064'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5177 ***********************************************************************
 DH5177  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5177  DESIGNATION -  BERGEN S GPS
 DH5177  PID         -  DH5177
 DH5177  STATE/COUNTY-  WI/VERNON
 DH5177  COUNTRY     -  US
 DH5177  USGS QUAD   -  GENOA (2018)
 DH5177
 DH5177                         *CURRENT SURVEY CONTROL
 DH5177  ______________________________________________________________________
 DH5177* NAD 83(2011) POSITION- 43 36 44.41199(N) 091 09 29.95408(W)   ADJUSTED
 DH5177* NAD 83(2011) ELLIP HT-   326.420 (meters)        (06/27/12)   ADJUSTED
 DH5177* NAD 83(2011) EPOCH   -  2010.00
 DH5177* NAVD 88 ORTHO HEIGHT -   358.24  (meters)     1175.3   (feet) GPS OBS
 DH5177  ______________________________________________________________________
 DH5177  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5177  GEOID HEIGHT    -        -31.823 (meters)                     GEOID12A
 DH5177  GEOID HEIGHT    -        -31.820 (meters)                     GEOID18
 DH5177  NAD 83(2011) X  -    -93,505.662 (meters)                     COMP
 DH5177  NAD 83(2011) Y  - -4,624,583.230 (meters)                     COMP
 DH5177  NAD 83(2011) Z  -  4,377,231.895 (meters)                     COMP
 DH5177  LAPLACE CORR    -         -7.86  (seconds)                    DEFLEC18
 DH5177
 DH5177  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5177  Standards:
 DH5177         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5177            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5177  -------------------------------------------------------------------
 DH5177  NETWORK    0.57   0.84           0.26   0.20   0.43     -0.06324582
 DH5177  -------------------------------------------------------------------
 DH5177  Click here for local accuracies and other accuracy information.
 DH5177
 DH5177.The horizontal coordinates were established by GPS observations
 DH5177.and adjusted by the National Geodetic Survey in June 2012.
 DH5177
 DH5177.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5177.been affixed to the stable North American tectonic plate. See 
 DH5177.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5177
 DH5177.The horizontal coordinates are valid at the epoch date displayed above
 DH5177.which is a decimal equivalence of Year/Month/Day.
 DH5177
 DH5177.The orthometric height was determined by GPS observations and a
 DH5177.high-resolution geoid model using precise GPS observation and
 DH5177.processing techniques.
 DH5177
 DH5177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5177.GEOID18 height accuracy estimate available here.
 DH5177
 DH5177.Click photographs - Photos may exist for this station.
 DH5177
 DH5177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5177
 DH5177.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5177
 DH5177.The ellipsoidal height was determined by GPS observations
 DH5177.and is referenced to NAD 83.
 DH5177
 DH5177. The following values were computed from the NAD 83(2011) position.
 DH5177
 DH5177;                    North         East     Units Scale Factor Converg.
 DH5177;SPC WI S     -   179,765.555   506,501.427   MT  0.99993932   -0 47 45.2
 DH5177;SPC WI S     -   589,780.83  1,661,746.77   sFT  0.99993932   -0 47 45.2
 DH5177;UTM  15      - 4,830,465.203   648,614.288   MT  0.99987167   +1 16 14.1
 DH5177
 DH5177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5177!SPC WI S     -   0.99994882  x   0.99993932  =   0.99988814
 DH5177!UTM  15      -   0.99994882  x   0.99987167  =   0.99982049
 DH5177
 DH5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4861430465(NAD 83)
 DH5177
 DH5177                          SUPERSEDED SURVEY CONTROL
 DH5177
 DH5177  NAD 83(2007)-  43 36 44.41201(N)    091 09 29.95491(W) AD(2002.00) 0
 DH5177  ELLIP H (02/10/07)  326.450  (m)                       GP(2002.00)    
 DH5177  NAD 83(1997)-  43 36 44.41197(N)    091 09 29.95531(W) AD(       ) 1
 DH5177  ELLIP H (08/01/05)  326.439  (m)                       GP(       ) 2 1
 DH5177  NAVD 88 (07/26/07)  358.24   (m)  GEOID03  model used  GPS OBS        
 DH5177
 DH5177.Superseded values are not recommended for survey control.
 DH5177
 DH5177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5177.See file dsdata.pdf to determine how the superseded data were derived.
 DH5177
 DH5177_MARKER: DD = SURVEY DISK
 DH5177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5177_STAMPING: BERGEN S GPS 2004
 DH5177_MARK LOGO: WIDT
 DH5177_PROJECTION: FLUSH
 DH5177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5177+STABILITY: SURFACE MOTION
 DH5177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5177+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH5177
 DH5177  HISTORY     - Date     Condition        Report By
 DH5177  HISTORY     - 2003     MONUMENTED       WIDT
 DH5177  HISTORY     - 20100726 GOOD             WIDT
 DH5177  HISTORY     - 20160627 GOOD             WIDT
 DH5177
 DH5177                          STATION DESCRIPTION
 DH5177
 DH5177'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5177'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5177'STATE HIGHWAY 56 WITH COUNTY HIGHWAY K ABOUT 1 MI NORTHEAST OF THE
 DH5177'VILLAGE OF GENOA, GO EAST THEN NORTH ON COUNTY HIGHAY K FOR 4.5 MI TO
 DH5177'SPRING COULEE  ROAD ON THE LEFT, CONTINUE NORTH ON COUNTY HIGHWAY K
 DH5177'FOR 0.55 MI TO THE STATION ON THE  RIGHT.  THE STATION IS A  BRONZE
 DH5177'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5177'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  1
 DH5177'M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 6.5 M EAST OF THE
 DH5177'CENTERLINE OF COUNTY  HIGHWAY K, 30.7 M SOUTH OF A WOOD POST FOR A
 DH5177'--STOP-- SIGN, 24.5 M NORTHEAST OF THE  CENTERLINE OF A POWERPOLE
 DH5177'--3A12L9--, 1 M WEST OF A CULTIVATED FIELD, 1.0 M WEST OF AN  ORANGE
 DH5177'4X4  PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN  ORANGE 4X4  PLASTIC
 DH5177'WITNESS POST AND 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5177'POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5177'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5177
 DH5177                          STATION RECOVERY (2010)
 DH5177
 DH5177'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5177'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 50.5 M SOUTH OF
 DH5177'COUNTY HIGHWAY O NORTH AND COUNTY HIGHWAYS K AND O EAST AND 17.0 M
 DH5177'NORTHEAST OF A --COUNTY K-- WOOD SIGN POST.  NOTE---A CHUNK OF
 DH5177'CONCERET HAS BEEN RECENTLY REMOVED FROM THE WEST EDGE OF THE CONCRETE
 DH5177'POST.
 DH5177
 DH5177                          STATION RECOVERY (2016)
 DH5177
 DH5177'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5177'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0978 ***********************************************************************
 OM0978  DESIGNATION -  BERLIN
 OM0978  PID         -  OM0978
 OM0978  STATE/COUNTY-  WI/WAUSHARA
 OM0978  COUNTRY     -  US
 OM0978  USGS QUAD   -  FAIRBURN (2018)
 OM0978
 OM0978                         *CURRENT SURVEY CONTROL
 OM0978  ______________________________________________________________________
 OM0978* NAD 83(1991) POSITION- 43 58 59.49801(N) 089 03 10.29470(W)   ADJUSTED
 OM0978* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 OM0978  ______________________________________________________________________
 OM0978  GEOID HEIGHT    -        -36.305 (meters)                     GEOID18
 OM0978  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 OM0978  HORZ ORDER      -  SECOND
 OM0978
 OM0978.The horizontal coordinates were established by classical geodetic methods
 OM0978.and adjusted by the National Geodetic Survey in November 1991.
 OM0978
 OM0978.The orthometric height was scaled from a topographic map.
 OM0978
 OM0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0978.GEOID18 height accuracy estimate available here.
 OM0978
 OM0978.Click photographs - Photos may exist for this station.
 OM0978
 OM0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0978
 OM0978. The following values were computed from the NAD 83(1991) position.
 OM0978
 OM0978;                    North         East     Units Scale Factor Converg.
 OM0978;SPC WI S     -   220,751.287   675,985.122   MT  0.99998411   +0 39 02.8
 OM0978;SPC WI S     -   724,248.18  2,217,794.52   sFT  0.99998411   +0 39 02.8
 OM0978;UTM  16      - 4,872,054.842   335,366.046   MT  0.99993337   -1 25 33.3
 OM0978
 OM0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0978!SPC WI S     -   0.99996775  x   0.99998411  =   0.99995186
 OM0978!UTM  16      -   0.99996775  x   0.99993337  =   0.99990112
 OM0978
 OM0978:                Primary Azimuth Mark                     Grid Az
 OM0978:SPC WI S     -  BERLIN AZ MK                             152 40 25.7
 OM0978:UTM  16      -  BERLIN AZ MK                             154 45 01.8
 OM0978
 OM0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3536672054(NAD 83)
 OM0978
 OM0978|---------------------------------------------------------------------|
 OM0978| PID    Reference Object                     Distance      Geod. Az  |
 OM0978|                                                           dddmmss.s |
 OM0978| CI9026 BERLIN RM 1                          28.972 METERS 09045     |
 OM0978| CI9025 BERLIN AZ MK                                       1531928.5 |
 OM0978| CI9027 BERLIN RM 2                          28.380 METERS 28831     |
 OM0978|---------------------------------------------------------------------|
 OM0978
 OM0978                          SUPERSEDED SURVEY CONTROL
 OM0978
 OM0978  NAD 83(1986)-  43 58 59.49375(N)    089 03 10.30048(W) AD(       ) 2
 OM0978  NAD 27      -  43 58 59.56600(N)    089 03 09.87700(W) AD(       ) 2
 OM0978
 OM0978.Superseded values are not recommended for survey control.
 OM0978
 OM0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0978.See file dsdata.pdf to determine how the superseded data were derived.
 OM0978
 OM0978_MARKER: DS = TRIANGULATION STATION DISK
 OM0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0978_STAMPING: BERLIN 1954
 OM0978_MARK LOGO: CGS
 OM0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0978+STABILITY: SURFACE MOTION
 OM0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0978+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2004
 OM0978
 OM0978  HISTORY     - Date     Condition        Report By
 OM0978  HISTORY     - 1954     MONUMENTED       CGS
 OM0978  HISTORY     - 1989     GOOD             USPSQD
 OM0978  HISTORY     - 20040102 GOOD             USPSQD
 OM0978
 OM0978                          STATION DESCRIPTION
 OM0978
 OM0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 OM0978'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF RED
 OM0978'GRANITE, 6 MILES WEST-NORTHWEST OF BERLIN, 0.05 MILE EAST OF
 OM0978'A CEMETERY AND ON THE WAUSHARA-GREEN LAKE COUNTY LINE.  IT IS
 OM0978'36 FEET EAST OF THE CENTER OF COUNTY ROUTES E AND F, 15 FEET
 OM0978'NORTH OF THE CENTER OF A DRIVEWAY TO THE CEMETERY, 15 FEET
 OM0978'SOUTHEAST OF A TELEPHONE POLE AND SET IN A FENCE LINE.  IT
 OM0978'PROJECTS 3 INCHES AND THE DISK IS STAMPED BERLIN 1954.
 OM0978'
 OM0978'REFERENCE MARK NO. 1 IS 10 FEET NORTH OF THE CENTER OF THE
 OM0978'DRIVEWAY AND 2 FEET SOUTH OF A FENCE.  IT PROJECTS 2 INCHES
 OM0978'AND THE DISK IS STAMPED BERLIN NO 1 1954.
 OM0978'
 OM0978'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTER OF COUNTY
 OM0978'ROUTES E AND F AND 20 FEET NORTH OF THE CENTER OF A FARM DRIVEWAY.
 OM0978'IT IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED BERLIN
 OM0978'NO 2 1954.
 OM0978'
 OM0978'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF COUNTY ROUTES
 OM0978'E AND F, 17 FEET SOUTH OF THE CENTER OF A FARM DRIVEWAY, 4
 OM0978'FEET WEST OF A FENCE CORNER AND 2 FEET NORTH OF A WITNESS POST.
 OM0978'IT PROJECTS 5 INCHES AND THE DISK IS STAMPED BERLIN 1954.
 OM0978'
 OM0978'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE CITY
 OM0978'PARK IN BERLIN, GO WEST ON STATE HIGHWAY 49 FOR 0.7 MILE TO
 OM0978'WHERE STATE HIGHWAY 49 TURNS RIGHT AND COUNTY ROUTE F CONTINUES
 OM0978'WEST.  FOLLOW COUNTY ROUTE F WEST FOR 4.0 MILES TO THE JUNCTION
 OM0978'OF COUNTY ROUTES E AND F, TURN RIGHT AND GO NORTHWEST ON COUNTY
 OM0978'ROUTES E AND F FOR 0.8 MILE TO A FARM DRIVEWAY AND THE AZIMUTH
 OM0978'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTHWEST ON COUNTY
 OM0978'ROUTES E AND F FOR 0.25 MILE TO A DRIVEWAY LEADING TO A
 OM0978'CEMETERY AND THE STATION ON THE RIGHT AS DESCRIBED.
 OM0978'
 OM0978'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 OM0978
 OM0978                          STATION RECOVERY (1989)
 OM0978
 OM0978'RECOVERY NOTE BY US POWER SQUADRON 1989 (GTS)
 OM0978'RECOVERED IN GOOD CONDITION.
 OM0978
 OM0978                          STATION RECOVERY (2004)
 OM0978
 OM0978'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 OM0978'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 OM0978'ADD-- THE STATION IS ABOUT 60 FEET SOUTH OF THE CENTERLINE OF THE
 OM0978'DRIVEWAY TO -W3404-, 12 FEET SOUTHEAST OF A -WAUSHARA CO/COUNTY F-
 OM0978'WOOD SIGN POST, 1.5 FEET SOUTH OF TELEPHONE PEDESTAL NUMBER
 OM0978'--L635-4-2-- AND 1 FOOT NORTH OF A R/W SIGN POST.  NOTE-- THE CEMETARY
 OM0978'IS FAR OFF THE COUNTY ROAD TO THE EAST BEHIND A NEW STRUCTURE.
 OM0978'REFERENCE MARK 1 IS ABOUT 96 FEET EAST OF THE STATION AND ABOUT 10
 OM0978'FEET NORTH OF THE GRAVEL ROAD TO THE CEMETARY.
 OM0978'NOTE-- FOR REFERENCE MARK 2, THE FARM DRIVEWAY REFERENCED IN THE 1954
 OM0978'DESCRIPTION IS THE DRIVEWAY TO -W3401-.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6023 ***********************************************************************
 DF6023  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6023  DESIGNATION -  BERLIN E GPS
 DF6023  PID         -  DF6023
 DF6023  STATE/COUNTY-  WI/GREEN LAKE
 DF6023  COUNTRY     -  US
 DF6023  USGS QUAD   -  BERLIN (2018)
 DF6023
 DF6023                         *CURRENT SURVEY CONTROL
 DF6023  ______________________________________________________________________
 DF6023* NAD 83(2011) POSITION- 43 54 48.19082(N) 088 53 23.65983(W)   ADJUSTED
 DF6023* NAD 83(2011) ELLIP HT-   250.206 (meters)        (06/27/12)   ADJUSTED
 DF6023* NAD 83(2011) EPOCH   -  2010.00
 DF6023* NAVD 88 ORTHO HEIGHT -   286.46  (meters)      939.8   (feet) GPS OBS
 DF6023  ______________________________________________________________________
 DF6023  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6023  GEOID HEIGHT    -        -36.250 (meters)                     GEOID12A
 DF6023  GEOID HEIGHT    -        -36.250 (meters)                     GEOID18
 DF6023  NAD 83(2011) X  -     89,163.790 (meters)                     COMP
 DF6023  NAD 83(2011) Y  - -4,601,472.803 (meters)                     COMP
 DF6023  NAD 83(2011) Z  -  4,401,337.340 (meters)                     COMP
 DF6023  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 DF6023
 DF6023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6023  Standards:
 DF6023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6023  -------------------------------------------------------------------
 DF6023  NETWORK    0.25   0.27           0.11   0.09   0.14      0.02190505
 DF6023  -------------------------------------------------------------------
 DF6023  Click here for local accuracies and other accuracy information.
 DF6023
 DF6023.The horizontal coordinates were established by GPS observations
 DF6023.and adjusted by the National Geodetic Survey in June 2012.
 DF6023
 DF6023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6023.been affixed to the stable North American tectonic plate. See 
 DF6023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6023
 DF6023.The horizontal coordinates are valid at the epoch date displayed above
 DF6023.which is a decimal equivalence of Year/Month/Day.
 DF6023
 DF6023.The orthometric height was determined by GPS observations and a
 DF6023.high-resolution geoid model using precise GPS observation and
 DF6023.processing techniques.
 DF6023
 DF6023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6023.GEOID18 height accuracy estimate available here.
 DF6023
 DF6023.Click photographs - Photos may exist for this station.
 DF6023
 DF6023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6023
 DF6023.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6023
 DF6023.The ellipsoidal height was determined by GPS observations
 DF6023.and is referenced to NAD 83.
 DF6023
 DF6023. The following values were computed from the NAD 83(2011) position.
 DF6023
 DF6023;                    North         East     Units Scale Factor Converg.
 DF6023;SPC WI S     -   213,157.002   689,160.788   MT  0.99997247   +0 45 45.9
 DF6023;SPC WI S     -   699,332.60  2,261,021.69   sFT  0.99997247   +0 45 45.9
 DF6023;UTM  16      - 4,863,988.994   348,257.166   MT  0.99988321   -1 18 39.7
 DF6023
 DF6023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6023!SPC WI S     -   0.99996077  x   0.99997247  =   0.99993324
 DF6023!UTM  16      -   0.99996077  x   0.99988321  =   0.99984398
 DF6023
 DF6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4825763988(NAD 83)
 DF6023
 DF6023                          SUPERSEDED SURVEY CONTROL
 DF6023
 DF6023  NAD 83(2007)-  43 54 48.19087(N)    088 53 23.66063(W) AD(2002.00) 0
 DF6023  ELLIP H (02/10/07)  250.242  (m)                       GP(2002.00)    
 DF6023  NAD 83(1997)-  43 54 48.19080(N)    088 53 23.66078(W) AD(       ) 1
 DF6023  ELLIP H (06/11/03)  250.250  (m)                       GP(       ) 3 1
 DF6023  NAVD 88 (07/26/07)  286.41   (m)  GEOID03  model used  GPS OBS        
 DF6023  NAVD 88 (06/11/03)  286.40   (m)  GEOID99  model used  GPS OBS        
 DF6023
 DF6023.Superseded values are not recommended for survey control.
 DF6023
 DF6023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6023.See file dsdata.pdf to determine how the superseded data were derived.
 DF6023
 DF6023_MARKER: DD = SURVEY DISK
 DF6023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6023_STAMPING: BERLIN E GPS 2001
 DF6023_MARK LOGO: WIDT
 DF6023_PROJECTION: FLUSH
 DF6023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6023+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005
 DF6023
 DF6023  HISTORY     - Date     Condition        Report By
 DF6023  HISTORY     - 2000     MONUMENTED       WIDT
 DF6023  HISTORY     - 20030730 GOOD             USPSQD
 DF6023  HISTORY     - 2004     GOOD             WIDT
 DF6023  HISTORY     - 20050606 GOOD             WIDT
 DF6023
 DF6023                          STATION DESCRIPTION
 DF6023
 DF6023'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6023'THE STATION IS LOCATED ABOUT 30 KM SOUTHWEST OF OSHKOSH, 10 KM
 DF6023'NORTHWEST OF RIPON AND 8 KM SOUTHEAST OF BERLIN.  OWNERSHIP--TOWN OF
 DF6023'BERLIN.
 DF6023'
 DF6023'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY
 DF6023'HIGHWAY PP ABOUT 2 KM WEST OF THE CITY OF RIPON, GO NORTH ON COUNTY
 DF6023'HIGHWAY PP FOR 7.5 KM TO WEST HILLSIDE ROAD, TURN RIGHT AND GO EAST ON
 DF6023'WEST HILLSIDE ROAD FOR 1.3 KM TO THE STATION ON THE RIGHT.
 DF6023'
 DF6023'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6023'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6023'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF6023'THE ROAD PAVEMENT.
 DF6023'
 DF6023'THE STATION IS 9.2 M SOUTH OF THE CENTERLINE OF WEST HILLSIDE ROAD,
 DF6023'51.4 M SOUTHEAST OF A POWER POLE 17-13-25 41/13 WP+L, 23.3 M SOUTHWEST
 DF6023'OF A POWER POLE 17-13-25 43/13 WP+L, 2 M NORTH OF A CULTIVATED FIELD,
 DF6023'1.0 M NORTH OF A WHITE PLASTIC WITNESS POST, 1.0 M EAST, 1.0 M WEST,
 DF6023'AND 1.0 M SOUTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  NOTE-THIS
 DF6023'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF6023'ABOVE THE HORIZON.
 DF6023
 DF6023                          STATION RECOVERY (2003)
 DF6023
 DF6023'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6023'RECOVERED IN GOOD CONDITION.
 DF6023
 DF6023                          STATION RECOVERY (2004)
 DF6023
 DF6023'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF6023'RECOVERED AS DESCRIBED.
 DF6023
 DF6023                          STATION RECOVERY (2005)
 DF6023
 DF6023'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6023'THE STATION IS 0.2 MILE WEST OF N HILLSIDE ROAD ON W. HILLSIDE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1255 ***********************************************************************
 OM1255  CBN         -  This is a Cooperative Base Network Control Station.
 OM1255  DESIGNATION -  BERLIN GPS
 OM1255  PID         -  OM1255
 OM1255  STATE/COUNTY-  WI/GREEN LAKE
 OM1255  COUNTRY     -  US
 OM1255  USGS QUAD   -  BERLIN (2018)
 OM1255
 OM1255                         *CURRENT SURVEY CONTROL
 OM1255  ______________________________________________________________________
 OM1255* NAD 83(2011) POSITION- 43 56 34.42067(N) 088 56 47.21546(W)   ADJUSTED
 OM1255* NAD 83(2011) ELLIP HT-   248.071 (meters)        (06/27/12)   ADJUSTED
 OM1255* NAD 83(2011) EPOCH   -  2010.00
 OM1255* NAVD 88 ORTHO HEIGHT -   284.389 (meters)      933.03  (feet) ADJUSTED
 OM1255  ______________________________________________________________________
 OM1255  GEOID HEIGHT    -        -36.314 (meters)                     GEOID18
 OM1255  NAD 83(2011) X  -     84,580.860 (meters)                     COMP
 OM1255  NAD 83(2011) Y  - -4,599,282.702 (meters)                     COMP
 OM1255  NAD 83(2011) Z  -  4,403,697.299 (meters)                     COMP
 OM1255  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 OM1255  DYNAMIC HEIGHT  -        284.326 (meters)      932.83  (feet) COMP
 OM1255  MODELED GRAVITY -    980,391.9   (mgal)                       NAVD 88
 OM1255
 OM1255  VERT ORDER      -  SECOND    CLASS I
 OM1255
 OM1255  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1255  Standards:
 OM1255         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1255            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1255  -------------------------------------------------------------------
 OM1255  NETWORK    0.18   0.25           0.08   0.07   0.13      0.03644666
 OM1255  -------------------------------------------------------------------
 OM1255  Click here for local accuracies and other accuracy information.
 OM1255
 OM1255.The horizontal coordinates were established by GPS observations
 OM1255.and adjusted by the National Geodetic Survey in June 2012.
 OM1255
 OM1255.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1255.been affixed to the stable North American tectonic plate. See 
 OM1255.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1255
 OM1255.The horizontal coordinates are valid at the epoch date displayed above
 OM1255.which is a decimal equivalence of Year/Month/Day.
 OM1255
 OM1255.The orthometric height was determined by differential leveling and
 OM1255.adjusted by the WI DEPT OF TRANSP
 OM1255.in May 2012.
 OM1255
 OM1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1255.GEOID18 height accuracy estimate available here.
 OM1255
 OM1255.Click photographs - Photos may exist for this station.
 OM1255
 OM1255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1255
 OM1255.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1255
 OM1255.The ellipsoidal height was determined by GPS observations
 OM1255.and is referenced to NAD 83.
 OM1255
 OM1255.The dynamic height is computed by dividing the NAVD 88
 OM1255.geopotential number by the normal gravity value computed on the
 OM1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1255.degrees latitude (g = 980.6199 gals.).
 OM1255
 OM1255.The modeled gravity was interpolated from observed gravity values.
 OM1255
 OM1255. The following values were computed from the NAD 83(2011) position.
 OM1255
 OM1255;                    North         East     Units Scale Factor Converg.
 OM1255;SPC WI S     -   216,376.430   684,578.164   MT  0.99997721   +0 43 26.0
 OM1255;SPC WI S     -   709,895.00  2,245,986.86   sFT  0.99997721   +0 43 26.0
 OM1255;UTM  16      - 4,867,371.904   343,794.446   MT  0.99990011   -1 21 03.6
 OM1255
 OM1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1255!SPC WI S     -   0.99996110  x   0.99997721  =   0.99993831
 OM1255!UTM  16      -   0.99996110  x   0.99990011  =   0.99986122
 OM1255
 OM1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4379467371(NAD 83)
 OM1255
 OM1255                          SUPERSEDED SURVEY CONTROL
 OM1255
 OM1255  NAD 83(2007)-  43 56 34.42073(N)    088 56 47.21627(W) AD(2002.00) 0
 OM1255  ELLIP H (02/10/07)  248.108  (m)                       GP(2002.00)    
 OM1255  NAD 83(1997)-  43 56 34.42051(N)    088 56 47.21636(W) AD(       ) A
 OM1255  ELLIP H (04/28/99)  248.111  (m)                       GP(       ) 3 1
 OM1255  NAD 83(1991)-  43 56 34.41979(N)    088 56 47.21539(W) AD(       ) B
 OM1255  ELLIP H (06/11/91)  248.230  (m)                       GP(       ) 4 1
 OM1255  NAVD 88             284.36   (m)          932.9    (f) LEVELING    3  
 OM1255  NAVD 88 (04/20/07)  284.364  (m)          932.95   (f) SUPERSEDED  2 1
 OM1255  NAVD 88             284.35   (m)          932.9    (f) LEVELING    3  
 OM1255  NAVD 88 (05/16/03)  284.346  (m)          932.89   (f) SUPERSEDED  2 1
 OM1255  NAVD 88 (04/28/99)  284.4    (m)  GEOID96  model used  GPS OBS        
 OM1255  NGVD 29 (06/11/91)  284.4    (m)  UNKNOWN  model used  GPS OBS        
 OM1255
 OM1255.Superseded values are not recommended for survey control.
 OM1255
 OM1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1255.See file dsdata.pdf to determine how the superseded data were derived.
 OM1255
 OM1255_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1255_STAMPING: BERLIN GPS 1989
 OM1255_MARK LOGO: NGS
 OM1255_PROJECTION: FLUSH
 OM1255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1255+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2010
 OM1255
 OM1255  HISTORY     - Date     Condition        Report By
 OM1255  HISTORY     - 1989     MONUMENTED       WIDT
 OM1255  HISTORY     - 19900729 GOOD
 OM1255  HISTORY     - 19901004 GOOD
 OM1255  HISTORY     - 19971117 GOOD             WIHD
 OM1255  HISTORY     - 20000314 GOOD             WIDT
 OM1255  HISTORY     - 20010205 GOOD             WIDT
 OM1255  HISTORY     - 20020529 GOOD             WIDT
 OM1255  HISTORY     - 20030730 GOOD             USPSQD
 OM1255  HISTORY     - 20031210 GOOD             WIDT
 OM1255  HISTORY     - 20040708 GOOD             WIDT
 OM1255  HISTORY     - 20040816 GOOD             WIDT
 OM1255  HISTORY     - 20050606 GOOD             WIDT
 OM1255  HISTORY     - 20060811 GOOD             USPSQD
 OM1255  HISTORY     - 20080424 GOOD             JCLS
 OM1255  HISTORY     - 20100808 GOOD             GEOCAC
 OM1255
 OM1255                          STATION DESCRIPTION
 OM1255
 OM1255'DESCRIBED BY WI DEPT OF TRANSP 1989
 OM1255'THE STATION IS LOCATED ABOUT 4.05 KM (2.50 MI) SOUTH OF BERLIN, 11.34
 OM1255'KM (7.05 MI) NORTH OF GREEN LAKE, 16.2 KM (10.05 MI) NORTHWEST OF
 OM1255'RIPON.  OWNERSHIP--STATE HIGHWAY R.O.W.
 OM1255'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 49 AND STATE HIGHWAY 116
 OM1255'IN THE TOWN OF BERLIN, GO SOUTH FOR 3.07 KM (1.90 MI) ON STATE HIGHWAY
 OM1255'49 TO THE STATION ON THE LEFT.
 OM1255'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--BERLIN
 OM1255'GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT
 OM1255'PROJECTING 9 CM ABOVE THE GROUND.  LOCATED 0.91 M (3.0 FT) SOUTH FROM
 OM1255'A WITNESS POST, 0.91 M (3.0 FT) NORTH FROM A WITNESS POST, 22.55 M
 OM1255'(74.0 FT) EAST OF THE TOE OF SLOPE, 39.62 M (130.0 FT) EAST FROM THE
 OM1255'CENTER-LINE OF STATE HIGHWAY 49, 160.93 M (528.0 FT) NORTH FROM COUNTY
 OM1255'ROAD V.
 OM1255
 OM1255                          STATION RECOVERY (1990)
 OM1255
 OM1255'RECOVERED 1990
 OM1255'RECOVERED IN GOOD CONDITION.
 OM1255
 OM1255                          STATION RECOVERY (1990)
 OM1255
 OM1255'RECOVERED 1990
 OM1255'RECOVERED IN GOOD CONDITION.
 OM1255
 OM1255                          STATION RECOVERY (1997)
 OM1255
 OM1255'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 OM1255'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) SOUTH OF BERLIN, 14.49
 OM1255'KM (9.00 MI) NORTHWEST OF RIPON, AND 33.82 KM (21.00 MI)
 OM1255'WEST-SOUTHWEST OF OSHKOSH IN THE HIGHWAY RIGHT-OF-WAY AT THE CREST OF
 OM1255'A HILL.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH
 OM1255'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 (SPRING STREET) AND
 OM1255'STATE HIGHWAY 91 (HURON STREET) IN THE CITY OF BERLIN, GO SOUTH 2.42
 OM1255'KM (1.50 MI) ON HIGHWAY 49 TO THE JUNCTION WITH COUNTY HIGHWAY A,
 OM1255'CONTINUE SOUTH 0.56 KM (0.35 MI) ON HIGHWAY 49 TO THE STATION ON THE
 OM1255'LEFT---SEE NOTE BELOW.  TO DRIVE TO THE STATION IN GOOD WEATHER,
 OM1255'CONTINUE SOUTH 0.16 KM (0.10 MI) ON HIGHWAY 49 TO A PAVED ROAD RIGHT
 OM1255'(OLD 49 ROAD) AND A FIELD ENTRANCE LEFT, TURN LEFT AND GO EAST AND
 OM1255'NORTH 0.16 KM (0.10 MI) ON A TRACK ROAD PARALLEL TO THE HIGHWAY TO THE
 OM1255'CREST OF A HILL AND THE STATION ON THE LEFT OF THE TRACK ROAD. THE
 OM1255'FIELD ENTRANCE IS 0.32 KM (0.20 MI) NORTH OF COUNTY HIGHWAY V. THE
 OM1255'STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF
 OM1255'A 41-CM (16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST PROJECTING 6 CM
 OM1255'ABOVE THE GROUND AND IS ABOUT 11.5 M (37.7 FT) ABOVE THE ELEVATION OF
 OM1255'THE HIGHWAY PAVEMENT.  THE STATION IS SLOPE DISTANCE 33.5 M (109.9 FT)
 OM1255'EAST OF THE CENTERLINE OF THE HIGHWAY (WITH THE CENTERLINE BETWEEN ONE
 OM1255'LANE NORTHBOUND AND TWO LANES SOUTHBOUND) , SLOPE DISTANCE 29.25 M
 OM1255'(95.96 FT) EAST OF THE EAST EDGE OF THE HIGHWAY PAVEMENT, ABOUT 134 M
 OM1255'(439.6 FT) NORTH OF AN --UNDERGROUND AMERITECH TELEPHONE CABLE-- SIGN
 OM1255'POST, ABOUT 77 M (252.6 FT) SOUTH OF A 0.5 M (1.6 FT) DIAMETER 10 M
 OM1255'(32.8 FT) TALL COTTONWOOD TREE WITH MULTIPLE TRUNKS, 6 M (19.7 FT)
 OM1255'WEST OF THE WEST EDGE OF A CORN FIELD, 3 METERS (9.8 FT) WEST OF THE
 OM1255'CENTERLINE OF THE TRACK ROAD, 0.8 M (2.6 FT) EAST OF THE TOP OF THE
 OM1255'BACK SLOPE FOR THE HIGHWAY CUT, 0.90 M (2.95 FT) NORTH OF AN ORANGE
 OM1255'FIBERGLASS WITNESS POST, 0.89 M (2.92 FT) SOUTH OF AN ORANGE
 OM1255'FIBERGLASS WITNESS POST, AND 0.36 M (1.18 FT) WEST OF A WHITE PLASTIC
 OM1255'WITNESS POST.  NOTE---THE BACK SLOPE IS TOO STEEP TO WALK FROM THE
 OM1255'SHOULDER OF THE HIGHWAY DIRECTLY EASTWARD TO THE STATION.
 OM1255
 OM1255                          STATION RECOVERY (2000)
 OM1255
 OM1255'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM1255'RECOVERED AS DESCRIBED.
 OM1255
 OM1255                          STATION RECOVERY (2001)
 OM1255
 OM1255'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1255'RECOVERED AS DESCRIBED.
 OM1255
 OM1255                          STATION RECOVERY (2002)
 OM1255
 OM1255'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 OM1255'THE WITNESS POSTS LISTED IN THE DESCRIPTION WERE REPLACED WITH THREE
 OM1255'9-CM BY 9-CM RECYCLED-PLASTIC GUARD POSTS WITH INFORMATION SIGN.  THE
 OM1255'STATION IS 1.1 M EAST, 1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF THREE
 OM1255'ORANGE GUARD POSTS, RESPECTIVELY.
 OM1255
 OM1255                          STATION RECOVERY (2003)
 OM1255
 OM1255'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1255'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS ON TOP OF A
 OM1255'HIGHWAY CUT.
 OM1255
 OM1255                          STATION RECOVERY (2003)
 OM1255
 OM1255'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 OM1255'RECOVERED AS DESCRIBED.
 OM1255
 OM1255                          STATION RECOVERY (2004)
 OM1255
 OM1255'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1255'RECOVERED AS DESCRIBED.
 OM1255
 OM1255                          STATION RECOVERY (2004)
 OM1255
 OM1255'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 OM1255'RECOVERED AS DESCRIBED.
 OM1255
 OM1255                          STATION RECOVERY (2005)
 OM1255
 OM1255'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM1255'RECOVERED IN GOOD CONDITION.
 OM1255
 OM1255                          STATION RECOVERY (2006)
 OM1255
 OM1255'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1255'RECOVERED IN GOOD CONDITION.
 OM1255
 OM1255                          STATION RECOVERY (2008)
 OM1255
 OM1255'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 OM1255'RECOVERED IN GOOD CONDITION.
 OM1255
 OM1255                          STATION RECOVERY (2010)
 OM1255
 OM1255'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 OM1255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7391 ***********************************************************************
 DE7391  DESIGNATION -  BERLIN GPS AZ MK
 DE7391  PID         -  DE7391
 DE7391  STATE/COUNTY-  WI/GREEN LAKE
 DE7391  COUNTRY     -  US
 DE7391  USGS QUAD   -  BERLIN (2018)
 DE7391
 DE7391                         *CURRENT SURVEY CONTROL
 DE7391  ______________________________________________________________________
 DE7391* NAD 83(1986) POSITION- 43 56 04.3    (N) 088 56 46.4    (W)   HD_HELD2
 DE7391* NAVD 88 ORTHO HEIGHT -   276.396 (meters)      906.81  (feet) ADJUSTED
 DE7391  ______________________________________________________________________
 DE7391  GEOID HEIGHT    -        -36.300 (meters)                     GEOID18
 DE7391  DYNAMIC HEIGHT  -        276.335 (meters)      906.61  (feet) COMP
 DE7391  MODELED GRAVITY -    980,391.0   (mgal)                       NAVD 88
 DE7391
 DE7391  VERT ORDER      -  SECOND    CLASS I
 DE7391
 DE7391.The horizontal coordinates were established by autonomous hand held GPS
 DE7391.observations and have an estimated accuracy of +/- 10 meters.
 DE7391
 DE7391.The orthometric height was determined by differential leveling and
 DE7391.adjusted by the WI DEPT OF TRANSP
 DE7391.in May 2012.
 DE7391
 DE7391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7391.GEOID18 height accuracy estimate available here.
 DE7391
 DE7391.Click photographs - Photos may exist for this station.
 DE7391
 DE7391.The dynamic height is computed by dividing the NAVD 88
 DE7391.geopotential number by the normal gravity value computed on the
 DE7391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7391.degrees latitude (g = 980.6199 gals.).
 DE7391
 DE7391.The modeled gravity was interpolated from observed gravity values.
 DE7391
 DE7391;                    North         East    Units  Estimated Accuracy
 DE7391;SPC WI S     -   215,447.      684,608.      MT  (+/- 10 meters HH2 GPS)
 DE7391
 DE7391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4379066442(NAD 83)
 DE7391
 DE7391                          SUPERSEDED SURVEY CONTROL
 DE7391
 DE7391  NAVD 88 (04/20/07)  276.372  (m)          906.73   (f) SUPERSEDED  2 1
 DE7391  NAVD 88 (05/16/03)  276.353  (m)          906.67   (f) SUPERSEDED  2 1
 DE7391
 DE7391.Superseded values are not recommended for survey control.
 DE7391
 DE7391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7391.See file dsdata.pdf to determine how the superseded data were derived.
 DE7391
 DE7391_MARKER: DZ = AZIMUTH MARK DISK
 DE7391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7391_STAMPING: BERLIN GPS 1989
 DE7391_MARK LOGO: NGS
 DE7391_PROJECTION: FLUSH
 DE7391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7391+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 DE7391
 DE7391  HISTORY     - Date     Condition        Report By
 DE7391  HISTORY     - 1989     MONUMENTED       WIDT
 DE7391  HISTORY     - 20010205 GOOD             WIDT
 DE7391  HISTORY     - 20030730 GOOD             USPSQD
 DE7391  HISTORY     - 20050606 GOOD             WIDT
 DE7391  HISTORY     - 20060811 GOOD             USPSQD
 DE7391
 DE7391                          STATION DESCRIPTION
 DE7391
 DE7391'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7391'THE STATION IS LOCATED ABOUT 33 KM WEST-SOUTHWEST OF OSHKOSH AND 5 KM
 DE7391'SOUTH OF BERLIN. OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.
 DE7391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 SOUTH WITH
 DE7391'STATE HIGHWAY 91 IN THE CITY OF BERLIN, GO SOUTH ON STATE HIGHWAY 49
 DE7391'FOR 3.2 KM TO COUNTY HIGHWAY V, CONTINUE SOUTH ON STATE HIGHWAY 49
 DE7391'FOR 0.5 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DE7391'NATIONAL GEODETIC SURVEY AZIMUTH MARK DISK SET IN THE TOP OF A 41-CM
 DE7391'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 3.5 M ABOVE
 DE7391'THE HIGHWAY PAVEMENT. THE STATION IS 29.0 M EAST OF THE CENTERLINE OF
 DE7391'STATE HIGHWAY 49, 90 M SOUTH THE CENTERLINE OF A FIELD ENTRANCE, 5.0
 DE7391'M WEST OF A FENCE, AND 1.0 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7391'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7391'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7391
 DE7391                          STATION RECOVERY (2003)
 DE7391
 DE7391'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7391'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M WEST OF
 DE7391'A WHITE PLASTIC WITNESS POST AND AN ORANGE FIBERGLASS WITNESS POST ON
 DE7391'TOP OF A CUT.
 DE7391
 DE7391                          STATION RECOVERY (2005)
 DE7391
 DE7391'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7391'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 MILE NORTH OF
 DE7391'COUNTY HIGHWAY AA EAST AND 0.3 MILE SOUTH OF COUNTY HIGHWAY Y ON THE
 DE7391'EAST SIDE OF STATE HIGHWAY 49.
 DE7391
 DE7391                          STATION RECOVERY (2006)
 DE7391
 DE7391'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5619 ***********************************************************************
 DH5619  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5619  DESIGNATION -  BERLIN SOUTH GPS
 DH5619  PID         -  DH5619
 DH5619  STATE/COUNTY-  WI/GREEN LAKE
 DH5619  COUNTRY     -  US
 DH5619  USGS QUAD   -  BERLIN (2018)
 DH5619
 DH5619                         *CURRENT SURVEY CONTROL
 DH5619  ______________________________________________________________________
 DH5619* NAD 83(2011) POSITION- 43 54 19.40446(N) 088 58 25.34639(W)   ADJUSTED
 DH5619* NAD 83(2011) ELLIP HT-   202.640 (meters)        (06/27/12)   ADJUSTED
 DH5619* NAD 83(2011) EPOCH   -  2010.00
 DH5619* NAVD 88 ORTHO HEIGHT -   238.89  (meters)      783.8   (feet) GPS OBS
 DH5619  ______________________________________________________________________
 DH5619  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5619  GEOID HEIGHT    -        -36.248 (meters)                     GEOID12A
 DH5619  GEOID HEIGHT    -        -36.251 (meters)                     GEOID18
 DH5619  NAD 83(2011) X  -     82,443.925 (meters)                     COMP
 DH5619  NAD 83(2011) Y  - -4,602,180.120 (meters)                     COMP
 DH5619  NAD 83(2011) Z  -  4,400,664.248 (meters)                     COMP
 DH5619  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 DH5619
 DH5619  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5619  Standards:
 DH5619         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5619            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5619  -------------------------------------------------------------------
 DH5619  NETWORK    0.36   0.55           0.16   0.13   0.28     -0.04199129
 DH5619  -------------------------------------------------------------------
 DH5619  Click here for local accuracies and other accuracy information.
 DH5619
 DH5619.The horizontal coordinates were established by GPS observations
 DH5619.and adjusted by the National Geodetic Survey in June 2012.
 DH5619
 DH5619.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5619.been affixed to the stable North American tectonic plate. See 
 DH5619.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5619
 DH5619.The horizontal coordinates are valid at the epoch date displayed above
 DH5619.which is a decimal equivalence of Year/Month/Day.
 DH5619
 DH5619.The orthometric height was determined by GPS observations and a
 DH5619.high-resolution geoid model using precise GPS observation and
 DH5619.processing techniques.
 DH5619
 DH5619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5619.GEOID18 height accuracy estimate available here.
 DH5619
 DH5619.Click photographs - Photos may exist for this station.
 DH5619
 DH5619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5619
 DH5619.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5619
 DH5619.The ellipsoidal height was determined by GPS observations
 DH5619.and is referenced to NAD 83.
 DH5619
 DH5619. The following values were computed from the NAD 83(2011) position.
 DH5619
 DH5619;                    North         East     Units Scale Factor Converg.
 DH5619;SPC WI S     -   212,182.409   682,441.265   MT  0.99997123   +0 42 18.6
 DH5619;SPC WI S     -   696,135.12  2,238,976.05   sFT  0.99997123   +0 42 18.6
 DH5619;UTM  16      - 4,863,258.273   341,507.286   MT  0.99990897   -1 22 08.4
 DH5619
 DH5619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5619!SPC WI S     -   0.99996823  x   0.99997123  =   0.99993946
 DH5619!UTM  16      -   0.99996823  x   0.99990897  =   0.99987720
 DH5619
 DH5619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4150763258(NAD 83)
 DH5619
 DH5619                          SUPERSEDED SURVEY CONTROL
 DH5619
 DH5619  NAD 83(2007)-  43 54 19.40452(N)    088 58 25.34721(W) AD(2002.00) 0
 DH5619  ELLIP H (02/10/07)  202.677  (m)                       GP(2002.00)    
 DH5619  NAD 83(1997)-  43 54 19.40449(N)    088 58 25.34741(W) AD(       ) 1
 DH5619  ELLIP H (08/01/05)  202.683  (m)                       GP(       ) 2 1
 DH5619  NAVD 88 (07/26/07)  238.86   (m)  GEOID03  model used  GPS OBS        
 DH5619
 DH5619.Superseded values are not recommended for survey control.
 DH5619
 DH5619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5619.See file dsdata.pdf to determine how the superseded data were derived.
 DH5619
 DH5619_MARKER: DD = SURVEY DISK
 DH5619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5619_STAMPING: BERLIN SOUTH GPS 1994
 DH5619_MARK LOGO: WIDT
 DH5619_PROJECTION: FLUSH
 DH5619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5619+STABILITY: SURFACE MOTION
 DH5619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5619+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2025
 DH5619
 DH5619  HISTORY     - Date     Condition        Report By
 DH5619  HISTORY     - 1994     MONUMENTED       WI-047
 DH5619  HISTORY     - 20030819 GOOD             WIDT
 DH5619  HISTORY     - 20071120 GOOD             WIDT
 DH5619  HISTORY     - 20080625 GOOD             WIDT
 DH5619  HISTORY     - 20250507 GOOD             WI-047
 DH5619
 DH5619                          STATION DESCRIPTION
 DH5619
 DH5619'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5619'OWNERSHIP--GREEN LAKE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5619'OF STATE  HIGHWAY 49 WITH COUNTY HIGHWAY AA WEST ABOUT 4 MI SOUTH OF
 DH5619'THE CITY OF BERLIN, GO WEST  ON COUNTY HIGHWAY AA FOR 1.0 MI TO COUNTY
 DH5619'HIGHWAY A, TURN LEFT AND GO SOUTH ON  COUNTY HIGHWAY A FOR 1.1 MI TO
 DH5619'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE  WISCONSIN
 DH5619'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARKER DISK SET IN THE
 DH5619'TOP  OF A 40-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH THE
 DH5619'HIGHWAY PAVEMENT.  THE  STATION IS 6.4 M WEST OF THE CENTERLINE OF
 DH5619'COUNTY HIGHWAY A, 99 M NORTHEAST OF  PRIVATE ENTRANCE --N7553--, 10 M
 DH5619'EAST OF A CULTIVATED FIELD, 0.4 MI SOUTHWEST OF SPRING  BROOK ROAD,
 DH5619'AND 1.0 M WEST, SOUTHEAST, NORTHEAST OF THREE ORANGE 4X4 PLASTIC
 DH5619'WITNESS  POSTS.  ---NOTE---THIS STATION  HAS NO VISIBLE OBSTRUCTIONS
 DH5619'EXTENDING HIGHER THAN 22 DEGREES ABOVE THE HORIZON.
 DH5619
 DH5619                          STATION RECOVERY (2007)
 DH5619
 DH5619'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5619'RECOVERED IN GOOD CONDITION.
 DH5619
 DH5619                          STATION RECOVERY (2008)
 DH5619
 DH5619'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DH5619'RECOVERED IN GOOD CONDITION.  RESET ONE LEANING GUARD POST.  THE
 DH5619'STATION IS 1.0 M WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST OF THREE
 DH5619'4X4 ORANGE PLASTIC GUARD POSTS.
 DH5619
 DH5619                          STATION RECOVERY (2025)
 DH5619
 DH5619'RECOVERY NOTE BY GREEN LAKE COUNTY WISCONSIN 2025 (RS)
 DH5619'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0976 ***********************************************************************
 OM0976  DESIGNATION -  BERLIN ST STANISLAUS CATH CH
 OM0976  PID         -  OM0976
 OM0976  STATE/COUNTY-  WI/GREEN LAKE
 OM0976  COUNTRY     -  US
 OM0976  USGS QUAD   -  BERLIN (2018)
 OM0976
 OM0976                         *CURRENT SURVEY CONTROL
 OM0976  ______________________________________________________________________
 OM0976* NAD 83(1991) POSITION- 43 58 15.32672(N) 088 56 49.16790(W)   ADJUSTED
 OM0976  ______________________________________________________________________
 OM0976  GEOID HEIGHT    -        -36.354 (meters)                     GEOID18
 OM0976  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 OM0976  HORZ ORDER      -  THIRD
 OM0976
 OM0976.The horizontal coordinates were established by classical geodetic methods
 OM0976.and adjusted by the National Geodetic Survey in November 1991.
 OM0976
 OM0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0976.GEOID18 height accuracy estimate available here.
 OM0976
 OM0976.Click photographs - Photos may exist for this station.
 OM0976
 OM0976.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0976
 OM0976. The following values were computed from the NAD 83(1991) position.
 OM0976
 OM0976;                    North         East     Units Scale Factor Converg.
 OM0976;SPC WI S     -   219,489.961   684,495.301   MT  0.99998196   +0 43 24.7
 OM0976;SPC WI S     -   720,109.98  2,245,715.00   sFT  0.99998196   +0 43 24.7
 OM0976;UTM  16      - 4,870,486.145   343,824.382   MT  0.99989999   -1 21 07.4
 OM0976
 OM0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4382470486(NAD 83)
 OM0976
 OM0976                          SUPERSEDED SURVEY CONTROL
 OM0976
 OM0976  NAD 83(1986)-  43 58 15.32304(N)    088 56 49.17249(W) AD(       ) 3
 OM0976  NAD 27      -  43 58 15.40000(N)    088 56 48.76000(W) AD(       ) 3
 OM0976
 OM0976.Superseded values are not recommended for survey control.
 OM0976
 OM0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0976.See file dsdata.pdf to determine how the superseded data were derived.
 OM0976
 OM0976_MARKER: 91 = CHURCH CROSS
 OM0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0976+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2009
 OM0976
 OM0976  HISTORY     - Date     Condition        Report By
 OM0976  HISTORY     - 1954     FIRST OBSERVED   CGS
 OM0976  HISTORY     - 19970215 GOOD             USPSQD
 OM0976  HISTORY     - 20021223 GOOD             USPSQD
 OM0976  HISTORY     - 20040318 GOOD             USPSQD
 OM0976  HISTORY     - 20090918 GOOD             GEOCAC
 OM0976
 OM0976                          STATION DESCRIPTION
 OM0976
 OM0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 OM0976'THE STATION IS LOCATED IN THE VILLAGE OF BERLIN.  THE SPIRE IS
 OM0976'ABOUT 65 FEET HIGH AND THE POINT INTERSECTED WAS A CROSS A-TOP.
 OM0976'
 OM0976'TO REACH FROM THE JUNCTION OF STATE ROUTE 116 AND 49, GO WEST
 OM0976'ON STATE ROUTE 49 FOR 0.15 MILE TO N-WISCONSIN STREET, TURN
 OM0976'RIGHT (NORTH) ON N-WISCONSIN STREET FOR 0.15 MILE AND THE
 OM0976'STATION ON THE LEFT.
 OM0976
 OM0976                          STATION RECOVERY (1997)
 OM0976
 OM0976'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0976'RECOVERED IN GOOD CONDITION.
 OM0976
 OM0976                          STATION RECOVERY (2002)
 OM0976
 OM0976'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0976'RECOVERED IN GOOD CONDITION.  CORRECTION-- HIGHWAY 116 IS NOW LABELED
 OM0976'HIGHWAY 91.  THE CHURCH IS 3 BLOCKS NORTH OF HURON STREET AT THE
 OM0976'SOUTHWEST CORNER OF THE INTERSECTION OF NORTH WISCONSIN AND WEST MOORE
 OM0976'STREETS.
 OM0976
 OM0976                          STATION RECOVERY (2004)
 OM0976
 OM0976'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0976'RECOVERED IN GOOD CONDITION.
 OM0976
 OM0976                          STATION RECOVERY (2009)
 OM0976
 OM0976'RECOVERY NOTE BY GEOCACHING 2009 (JO)
 OM0976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5272 ***********************************************************************
 DK5272  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5272  DESIGNATION -  BERN C GPS
 DK5272  PID         -  DK5272
 DK5272  STATE/COUNTY-  WI/MARATHON
 DK5272  COUNTRY     -  US
 DK5272  USGS QUAD   -  CORINTH (2018)
 DK5272
 DK5272                         *CURRENT SURVEY CONTROL
 DK5272  ______________________________________________________________________
 DK5272* NAD 83(2011) POSITION- 45 03 44.27060(N) 090 08 30.99630(W)   ADJUSTED
 DK5272* NAD 83(2011) ELLIP HT-   413.720 (meters)        (06/27/12)   ADJUSTED
 DK5272* NAD 83(2011) EPOCH   -  2010.00
 DK5272* NAVD 88 ORTHO HEIGHT -   446.40  (meters)     1464.6   (feet) GPS OBS
 DK5272  ______________________________________________________________________
 DK5272  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5272  GEOID HEIGHT    -        -32.681 (meters)                     GEOID12A
 DK5272  GEOID HEIGHT    -        -32.680 (meters)                     GEOID18
 DK5272  NAD 83(2011) X  -    -11,180.367 (meters)                     COMP
 DK5272  NAD 83(2011) Y  - -4,512,971.113 (meters)                     COMP
 DK5272  NAD 83(2011) Z  -  4,492,534.091 (meters)                     COMP
 DK5272  LAPLACE CORR    -         -7.23  (seconds)                    DEFLEC18
 DK5272
 DK5272  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5272  Standards:
 DK5272         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5272            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5272  -------------------------------------------------------------------
 DK5272  NETWORK    0.33   0.31           0.15   0.12   0.16     -0.08244672
 DK5272  -------------------------------------------------------------------
 DK5272  Click here for local accuracies and other accuracy information.
 DK5272
 DK5272.The horizontal coordinates were established by GPS observations
 DK5272.and adjusted by the National Geodetic Survey in June 2012.
 DK5272
 DK5272.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5272.been affixed to the stable North American tectonic plate. See 
 DK5272.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5272
 DK5272.The horizontal coordinates are valid at the epoch date displayed above
 DK5272.which is a decimal equivalence of Year/Month/Day.
 DK5272
 DK5272.The orthometric height was determined by GPS observations and a
 DK5272.high-resolution geoid model using precise GPS observation and
 DK5272.processing techniques.
 DK5272
 DK5272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5272.GEOID18 height accuracy estimate available here.
 DK5272
 DK5272.Click photographs - Photos may exist for this station.
 DK5272
 DK5272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5272
 DK5272.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5272
 DK5272.The ellipsoidal height was determined by GPS observations
 DK5272.and is referenced to NAD 83.
 DK5272
 DK5272. The following values were computed from the NAD 83(2011) position.
 DK5272
 DK5272;                    North         East     Units Scale Factor Converg.
 DK5272;SPC WI C     -   136,571.758   588,820.955   MT  0.99994597   -0 06 00.5
 DK5272;SPC WI C     -   448,069.18  1,931,823.42   sFT  0.99994597   -0 06 00.5
 DK5272;UTM  15      - 4,993,845.237   725,014.261   MT  1.00022261   +2 01 26.4
 DK5272
 DK5272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5272!SPC WI C     -   0.99993514  x   0.99994597  =   0.99988111
 DK5272!UTM  15      -   0.99993514  x   1.00022261  =   1.00015773
 DK5272
 DK5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2501493845(NAD 83)
 DK5272
 DK5272                          SUPERSEDED SURVEY CONTROL
 DK5272
 DK5272  NAD 83(2007)-  45 03 44.27081(N)    090 08 30.99699(W) AD(2002.00) 1
 DK5272  ELLIP H (07/29/08)  413.749  (m)                       GP(2002.00) 3 1
 DK5272  NAVD 88 (07/29/08)  446.38   (m)  GEOID03  model used  GPS OBS        
 DK5272
 DK5272.Superseded values are not recommended for survey control.
 DK5272
 DK5272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5272.See file dsdata.pdf to determine how the superseded data were derived.
 DK5272
 DK5272_MARKER: DD = SURVEY DISK
 DK5272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5272_STAMPING: BERN C GPS 2005
 DK5272_MARK LOGO: WIDT
 DK5272_PROJECTION: FLUSH
 DK5272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5272+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 DK5272
 DK5272  HISTORY     - Date     Condition        Report By
 DK5272  HISTORY     - 2004     MONUMENTED       WIDT
 DK5272  HISTORY     - 20061219 GOOD             WIDT
 DK5272
 DK5272                          STATION DESCRIPTION
 DK5272
 DK5272'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5272'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DK5272'HIGHWAY M TO THE SOUTH AND WEILER ROAD TO THE NORTH ABOUT 4 MI (6.4
 DK5272'KM) NORTHWEST OF THE VILLAGE OF ATHENS, GO SOUTH ON COUNTY HIGHWAY M
 DK5272'SOUTH FOR 1.0 MI (1.6 KM) TO BERGMANN ROAD ON THE RIGHT, TURN RIGHT
 DK5272'AND GO WEST ON BERGMANN ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DK5272'RIGHT.   THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DK5272'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DK5272'A 40-CM (16 INCH) DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 1.5 M
 DK5272'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD
 DK5272'PAVEMENT.  THE STATION IS 9 M (29.5 FT) NORTH OF THE CENTER OF
 DK5272'BERGMANN ROAD, 60 M (196.9 FT) EAST OF A SECONDARY DRIVEWAY TO A
 DK5272'RESIDENCE --6510 COUNTY HIGHWAY M--, 1.0 M (3.3 FT) EAST AND WEST OF
 DK5272'AN ORANGE 4X4 PLASTIC WITNESS POST, AND 0.6 M (2.0 FT) SOUTH OF AN
 DK5272'ELECTRIC WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5272'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0655 ***********************************************************************
 RM0655  DESIGNATION -  BERNARD
 RM0655  PID         -  RM0655
 RM0655  STATE/COUNTY-  WI/IRON
 RM0655  COUNTRY     -  US
 RM0655  USGS QUAD   -  IRONWOOD (2017)
 RM0655
 RM0655                         *CURRENT SURVEY CONTROL
 RM0655  ______________________________________________________________________
 RM0655* NAD 83(1991) POSITION- 46 27 19.25461(N) 090 11 10.51091(W)   ADJUSTED
 RM0655* NAVD 88 ORTHO HEIGHT -   445.    (meters)     1460.    (feet) SCALED
 RM0655  ______________________________________________________________________
 RM0655  GEOID HEIGHT    -        -30.664 (meters)                     GEOID18
 RM0655  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 RM0655  HORZ ORDER      -  FIRST
 RM0655
 RM0655.The horizontal coordinates were established by classical geodetic methods
 RM0655.and adjusted by the National Geodetic Survey in November 1991.
 RM0655
 RM0655.The orthometric height was scaled from a topographic map.
 RM0655
 RM0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0655.GEOID18 height accuracy estimate available here.
 RM0655
 RM0655.Click photographs - Photos may exist for this station.
 RM0655
 RM0655.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0655
 RM0655. The following values were computed from the NAD 83(1991) position.
 RM0655
 RM0655;                    North         East     Units Scale Factor Converg.
 RM0655;SPC WI N     -   143,248.625   585,691.650   MT  0.99995792   -0 08 03.7
 RM0655;SPC WI N     -   469,974.86  1,921,556.69   sFT  0.99995792   -0 08 03.7
 RM0655;UTM  15      - 5,148,489.120   716,076.482   MT  1.00017394   +2 02 25.1
 RM0655
 RM0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0655!SPC WI N     -   0.99993505  x   0.99995792  =   0.99989298
 RM0655!UTM  15      -   0.99993505  x   1.00017394  =   1.00010898
 RM0655
 RM0655:                Primary Azimuth Mark                     Grid Az
 RM0655:SPC WI N     -  BERNARD AZ MK                            326 35 44.1
 RM0655:UTM  15      -  BERNARD AZ MK                            324 25 15.3
 RM0655
 RM0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1607648489(NAD 83)
 RM0655
 RM0655|---------------------------------------------------------------------|
 RM0655| PID    Reference Object                     Distance      Geod. Az  |
 RM0655|                                                           dddmmss.s |
 RM0655| RM0652 HURLEY ST MARYS CATHOLIC CH         APPROX. 0.8 KM 1780309.2 |
 RM0655| CJ2246 BERNARD RM 1                         44.007 METERS 17844     |
 RM0655| CJ2247 BERNARD RM 2                         16.007 METERS 27240     |
 RM0655| CJ2245 BERNARD AZ MK                                      3262740.4 |
 RM0655|---------------------------------------------------------------------|
 RM0655
 RM0655                          SUPERSEDED SURVEY CONTROL
 RM0655
 RM0655  NAD 83(1986)-  46 27 19.24892(N)    090 11 10.50420(W) AD(       ) 1
 RM0655  NAD 27      -  46 27 19.43700(N)    090 11 09.87500(W) AD(       ) 1
 RM0655
 RM0655.Superseded values are not recommended for survey control.
 RM0655
 RM0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0655.See file dsdata.pdf to determine how the superseded data were derived.
 RM0655
 RM0655_MARKER: DS = TRIANGULATION STATION DISK
 RM0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0655_STAMPING: BERNARD 1939
 RM0655_MARK LOGO: CGS
 RM0655_PROJECTION: FLUSH
 RM0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0655+STABILITY: SURFACE MOTION
 RM0655
 RM0655  HISTORY     - Date     Condition        Report By
 RM0655  HISTORY     - 1939     MONUMENTED       CGS
 RM0655  HISTORY     - 1973     SEE DESCRIPTION  WIDT
 RM0655
 RM0655                          STATION DESCRIPTION
 RM0655
 RM0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0655'IN THE TOWN OF HURLEY IN THE NORTHWEST QUARTER OF SEC. 24,
 RM0655'T. 46 N., R. 2 E., 27 FEET EAST OF THE CENTER LINE OF FIFTH
 RM0655'AVENUE, 111 FEET NORTH OF THE CENTER LINE OF BERNARD STREET,
 RM0655'AND 113-1/2 FEET WEST OF THE NORTHWEST CORNER OF A WHITE
 RM0655'HOUSE.  SURFACE MARK IS FLUSH WITH THE GROUND, AND STAMPED
 RM0655'BERNARD 1939.
 RM0655'
 RM0655'TO REACH FROM THE POST OFFICE IN HURLEY, GO WEST ON SILVER STREET
 RM0655'FOR 0.1 MILE, TURN RIGHT ACROSS THE RAILROAD TRACKS AND FOLLOW
 RM0655'FIFTH AVENUE FOR 0.3 MILE TO THE INTERSECTION OF FIFTH AVENUE
 RM0655'AND BERNARD STREET AND THE STATION.
 RM0655'
 RM0655'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RM0655'BRONZE DISKS SET IN CONCRETE.
 RM0655'
 RM0655'REFERENCE MARK NO. 1 LIES SOUTH OF THE STATION, IN THE SOUTHEAST
 RM0655'CORNER OF THE INTERSECTION OF BERNARD STREET AND FIFTH
 RM0655'AVENUE, 1 FOOT WEST OF THE WEST EDGE OF THE SIDEWALK, 25 FEET
 RM0655'EAST OF THE CENTER LINE OF FIFTH AVENUE, 34 FEET SOUTH OF THE
 RM0655'CENTER LINE OF BERNARD STREET AND 24 FEET NORTHWEST OF THE
 RM0655'NORTHWEST FENCE CORNER OF THE LINCOLN SCHOOL ATHLETIC FIELD, IT
 RM0655'IS FLUSH WITH THE GROUND, AND STAMPED BERNARD NO 1 1939.
 RM0655'
 RM0655'REFERENCE MARK NO. 2 LIES WEST OF THE STATION, ON THE WEST
 RM0655'SIDE OF FIFTH AVENUE, 10-1/2 FEET WEST OF THE CENTER LINE OF
 RM0655'FIFTH AVENUE AND 26-1/2 FEET EAST OF A WIRE FENCE, IT PROJECTS
 RM0655'2 INCHES ABOVE THE GROUND, AND IS STAMPED BERNARD NO 2 1939.
 RM0655'
 RM0655'AZIMUTH MARK IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 RM0655'51, NORTH-NORTHWEST OF THE STATION, 45 FEET NORTH-NORTHEAST
 RM0655'OF THE CENTER LINE OF U.S. HIGHWAY 51, 15 FEET SOUTH-SOUTHWEST
 RM0655'OF THE BANK OF THE MONTREAL RIVER AND 20 FEET NORTH-NORTHEAST
 RM0655'OF A CONCRETE DRAIN.
 RM0655'
 RM0655'A 4-FOOT STAND WILL BE VISIBLE FROM ALL STATIONS.
 RM0655'
 RM0655'THE ST. MARYS CATHOLIC CHURCH SPIRE IS VISIBLE FROM THE GROUND.
 RM0655'
 RM0655'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RM0655
 RM0655                          STATION RECOVERY (1973)
 RM0655
 RM0655'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (WHS)
 RM0655'BERNARD 1939-DESTROYED - STREET CONSTRUCTION.
 RM0655'
 RM0655'BERNARD NO. 2 1939-DESTROYED - STREET CONSTRUCTION.
 RM0655'
 RM0655'REF. MARK 1 WAS RECOVERED - STA. BERNARD AND REF. MARK 2 COMPLETELY
 RM0655'DESTROYED BY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1184 ***********************************************************************
 PN1184  DESIGNATION -  BERNDT
 PN1184  PID         -  PN1184
 PN1184  STATE/COUNTY-  WI/PORTAGE
 PN1184  COUNTRY     -  US
 PN1184  USGS QUAD   -  ROCKY RUN (2018)
 PN1184
 PN1184                         *CURRENT SURVEY CONTROL
 PN1184  ______________________________________________________________________
 PN1184* NAD 83(1991) POSITION- 44 35 54.53834(N) 089 42 39.02538(W)   ADJUSTED
 PN1184* NAVD 88 ORTHO HEIGHT -   353.2   (meters)     1159.    (feet) VERTCON3
 PN1184  ______________________________________________________________________
 PN1184  GEOID HEIGHT    -        -35.423 (meters)                     GEOID18
 PN1184  LAPLACE CORR    -         -7.55  (seconds)                    DEFLEC18
 PN1184  HORZ ORDER      -  SECOND
 PN1184
 PN1184.The horizontal coordinates were established by classical geodetic methods
 PN1184.and adjusted by the National Geodetic Survey in November 1991.
 PN1184
 PN1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1184
 PN1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1184.GEOID18 height accuracy estimate available here.
 PN1184
 PN1184.Click photographs - Photos may exist for this station.
 PN1184
 PN1184.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1184
 PN1184. The following values were computed from the NAD 83(1991) position.
 PN1184
 PN1184;                    North         East     Units Scale Factor Converg.
 PN1184;SPC WI C     -    85,062.766   622,956.851   MT  0.99995239   +0 12 14.5
 PN1184;SPC WI C     -   279,076.76  2,043,817.60   sFT  0.99995239   +0 12 14.5
 PN1184;UTM  16      - 4,941,923.417   284,856.141   MT  1.00016924   -1 54 14.8
 PN1184
 PN1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1184!SPC WI C     -   0.99995018  x   0.99995239  =   0.99990257
 PN1184!UTM  16      -   0.99995018  x   1.00016924  =   1.00011941
 PN1184
 PN1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8485641923(NAD 83)
 PN1184
 PN1184                          SUPERSEDED SURVEY CONTROL
 PN1184
 PN1184  NAD 83(1986)-  44 35 54.53637(N)    089 42 39.03277(W) AD(       ) 2
 PN1184  NAD 27      -  44 35 54.66086(N)    089 42 38.59269(W) AD(       ) 2
 PN1184  NGVD 29 (07/19/86)  353.2    (m)         1159.     (f) VERT ANG       
 PN1184
 PN1184.Superseded values are not recommended for survey control.
 PN1184
 PN1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1184.See file dsdata.pdf to determine how the superseded data were derived.
 PN1184
 PN1184_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1184_STAMPING: BERNDT 1980
 PN1184_MARK LOGO: NGS
 PN1184_PROJECTION: FLUSH
 PN1184_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1184+STABILITY: SURFACE MOTION
 PN1184
 PN1184  HISTORY     - Date     Condition        Report By
 PN1184  HISTORY     - 1980     MONUMENTED       NGS
 PN1184  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 PN1184
 PN1184                          STATION DESCRIPTION
 PN1184
 PN1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1184'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF STEVENS
 PN1184'POINT, 8-1/2 MILES SOUTH-SOUTHWEST OF KNOWLTON AND 2 MILES EAST
 PN1184'OF JUNCTION CITY.
 PN1184'OWNERSHIP--MR. LAWRENCE TRELKA, ROUTE 2, BOX 70, JUNCTION CITY,
 PN1184'WISCONSIN, (PHONE NUMBER 457-6434).
 PN1184'
 PN1184'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 PN1184'STATE HIGHWAY 34 ABOUT 2 MILES EAST OF JUNCTION CITY, GO NORTH
 PN1184'ON STATE HIGHWAY 34 FOR 0.25 MILE TO STATION KOCH WIDT, WHICH CAN
 PN1184'BE USED FOR THE AZIMUTH MARK, ON THE RIGHT.  CONTINUE NORTH ON
 PN1184'STATE HIGHWAY 34 FOR 0.3 MILE TO A GRAVEL CROSSROAD.  TURN RIGHT
 PN1184'AND GO EAST ON THE GRAVEL ROAD, OAK HILL ROAD, FOR 0.4 MILE TO A
 PN1184'DRIVEWAY ON THE LEFT AND A SIGN (FIRE NO E-1330) AND THE STATION
 PN1184'AS DESCRIBED.
 PN1184'
 PN1184'THE STATION IS A STANDARD NGS DISK
 PN1184'STAMPED---BERNDT 1980---,
 PN1184'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1184'FLUSH WITH GROUND.  IT IS LOCATED
 PN1184'14.34 METERS (47 FT) NORTH FROM THE CENTER OF THE GRAVEL ROAD,
 PN1184'10.30 METERS (34 FT) EAST FROM THE CENTER OF THE DRIVEWAY,
 PN1184'3.79 METERS (12.5 FT) SOUTH FROM A 24-INCH APPLE TREE AND
 PN1184'27.37 METERS (89.9 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 PN1184'HOUSE.
 PN1184'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1184'STAMPED---BERNDT 1980---,
 PN1184'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PN1184'
 PN1184'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PN1184'
 PN1184'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE MARKS
 PN1184'WERE ESTABLISHED FOR THIS STATION.
 PN1184
 PN1184                          STATION RECOVERY (2005)
 PN1184
 PN1184'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1184'THERE IS A SEPTIC TANK WHERE STATION SHOULD BE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG3903 ***********************************************************************
 DG3903  DESIGNATION -  BERNTSEN
 DG3903  PID         -  DG3903
 DG3903  STATE/COUNTY-  WI/DANE
 DG3903  COUNTRY     -  US
 DG3903  USGS QUAD   -  DE FOREST (2018)
 DG3903
 DG3903                         *CURRENT SURVEY CONTROL
 DG3903  ______________________________________________________________________
 DG3903* NAD 83(1986) POSITION- 43 09 12.9    (N) 089 19 15.5    (W)   HD_HELD2
 DG3903* NAVD 88 ORTHO HEIGHT -   271.834 (meters)      891.84  (feet) ADJUSTED
 DG3903  ______________________________________________________________________
 DG3903  GEOID HEIGHT    -        -34.553 (meters)                     GEOID18
 DG3903  DYNAMIC HEIGHT  -        271.762 (meters)      891.61  (feet) COMP
 DG3903  MODELED GRAVITY -    980,348.1   (mgal)                       NAVD 88
 DG3903
 DG3903  VERT ORDER      -  SECOND    CLASS I
 DG3903
 DG3903.The horizontal coordinates were established by autonomous hand held GPS
 DG3903.observations and have an estimated accuracy of +/- 10 meters.
 DG3903
 DG3903.The orthometric height was determined by differential leveling and
 DG3903.adjusted by the WI DEPT OF TRANSP
 DG3903.in May 2012.
 DG3903
 DG3903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG3903.GEOID18 height accuracy estimate available here.
 DG3903
 DG3903.Click photographs - Photos may exist for this station.
 DG3903
 DG3903.The dynamic height is computed by dividing the NAVD 88
 DG3903.geopotential number by the normal gravity value computed on the
 DG3903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3903.degrees latitude (g = 980.6199 gals.).
 DG3903
 DG3903.The modeled gravity was interpolated from observed gravity values.
 DG3903
 DG3903;                    North         East    Units  Estimated Accuracy
 DG3903;SPC WI S     -   128,377.      655,227.      MT  (+/- 10 meters HH2 GPS)
 DG3903
 DG3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1128980485(NAD 83)
 DG3903
 DG3903                          SUPERSEDED SURVEY CONTROL
 DG3903
 DG3903  NAVD 88 (04/20/07)  271.814  (m)          891.78   (f) SUPERSEDED  2 1
 DG3903  NAVD 88 (02/25/04)  271.783  (m)          891.67   (f) SUPERSEDED  2 1
 DG3903
 DG3903.Superseded values are not recommended for survey control.
 DG3903
 DG3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3903.See file dsdata.pdf to determine how the superseded data were derived.
 DG3903
 DG3903_MARKER: F = FLANGE-ENCASED ROD
 DG3903_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG3903+WITH SETTING: INFORMATION.
 DG3903_PROJECTION: FLUSH
 DG3903_MAGNETIC: I = MARKER IS A STEEL ROD
 DG3903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG3903+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DG3903
 DG3903  HISTORY     - Date     Condition        Report By
 DG3903  HISTORY     - UNK      MONUMENTED
 DG3903  HISTORY     - 2001     GOOD             WIDT
 DG3903  HISTORY     - 20070409 GOOD             WIDT
 DG3903  HISTORY     - 20120702 GOOD             WIDT
 DG3903
 DG3903                          STATION DESCRIPTION
 DG3903
 DG3903'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG3903'THE STATION IS LOCATED ABOUT 12 KM SOUTHEAST OF WAUNAKEE, 9 KM
 DG3903'SOUTHWEST OF SUN PRAIRIE, AND 3 KM NORTH OF MADISON.
 DG3903'OWNERSHIP--BERNTSEN INTERNATIONAL.  TO REACH THE STATION FROM THE
 DG3903'JUNCTION OF US HIGHWAY 51 (STOUGHTON ROAD) WITH US HIGHWAY 151 (EAST
 DG3903'WASHINGTON AVENUE) IN THE CITY OF MADISON, GO NORTH ON US HIGHWAY 51
 DG3903'(STOUGHTON ROAD) FOR 4.2 KM TO HANSON ROAD ON THE RIGHT, TURN RIGHT
 DG3903'AND GO EAST ON HANSON ROAD FOR 0.3 KM TO THE ENTRANCE TO BERNTSEN
 DG3903'INTERNATIONAL --3801-- AND THE STATION ON THE RIGHT.  THE STATION IS
 DG3903'A METAL ROD DRIVEN INTO THE GROUND AND ABOUT LEVEL WITH THE PARKING
 DG3903'LOT. THE STATION IS 14.1 M SOUTH OF THE CENTERLINE OF HANSON ROAD,
 DG3903'44.6 M WEST OF THE CENTERLINE OF THE PARKING LOT ENTRANCE, 17.4 M
 DG3903'NORTHEAST OF THE NORTHEAST CORNER OF THE BERNTSEN INTERNATIONAL
 DG3903'OFFICE BUILDING, 8.3 M NORTH OF THE NORTH EDGE OF THE PARKING LOT,
 DG3903'3.3 M EAST OF THE CENTER OF THE --BERNTSEN THE BENCHMARK OF QUALITY--
 DG3903'SIGN, AND 0.2 M SOUTH OF AN ORANGE FIBERGLASS POST.  ---NOTE---THIS
 DG3903'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A TREE
 DG3903'OVERHANGING TO THE STATION. ---NOTE2---ACCESS TO THE STATION IS HAD
 DG3903'THROUGH A LOGO CAP. NOTE--ROD DEPTH IS UNKNOWN.
 DG3903
 DG3903                          STATION RECOVERY (2007)
 DG3903
 DG3903'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG3903'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 25.8 M WEST OF THE
 DG3903'CENTERLINE OF MONUMENT LANE AND 7.9 M WEST OF A RED FIRE HYDRANT.
 DG3903
 DG3903                          STATION RECOVERY (2012)
 DG3903
 DG3903'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DG3903'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1208 ***********************************************************************
 PN1208  DESIGNATION -  BERRY
 PN1208  PID         -  PN1208
 PN1208  STATE/COUNTY-  WI/MARATHON
 PN1208  COUNTRY     -  US
 PN1208  USGS QUAD   -  DANCY (2018)
 PN1208
 PN1208                         *CURRENT SURVEY CONTROL
 PN1208  ______________________________________________________________________
 PN1208* NAD 83(1991) POSITION- 44 41 33.41906(N) 089 38 31.20493(W)   ADJUSTED
 PN1208* NAVD 88 ORTHO HEIGHT -   345.0   (meters)     1132.    (feet) VERTCON3
 PN1208  ______________________________________________________________________
 PN1208  GEOID HEIGHT    -        -35.399 (meters)                     GEOID18
 PN1208  LAPLACE CORR    -         -6.23  (seconds)                    DEFLEC18
 PN1208  HORZ ORDER      -  SECOND
 PN1208
 PN1208.The horizontal coordinates were established by classical geodetic methods
 PN1208.and adjusted by the National Geodetic Survey in November 1991.
 PN1208
 PN1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1208
 PN1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1208.GEOID18 height accuracy estimate available here.
 PN1208
 PN1208.Click photographs - Photos may exist for this station.
 PN1208
 PN1208.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1208
 PN1208. The following values were computed from the NAD 83(1991) position.
 PN1208
 PN1208;                    North         East     Units Scale Factor Converg.
 PN1208;SPC WI C     -    95,544.482   628,375.945   MT  0.99994581   +0 15 09.3
 PN1208;SPC WI C     -   313,465.52  2,061,596.75   sFT  0.99994581   +0 15 09.3
 PN1208;UTM  16      - 4,952,200.636   290,658.628   MT  1.00013894   -1 51 31.7
 PN1208
 PN1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1208!SPC WI C     -   0.99995145  x   0.99994581  =   0.99989727
 PN1208!UTM  16      -   0.99995145  x   1.00013894  =   1.00009039
 PN1208
 PN1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9065852200(NAD 83)
 PN1208
 PN1208|---------------------------------------------------------------------|
 PN1208| PID    Reference Object                     Distance      Geod. Az  |
 PN1208|                                                           dddmmss.s |
 PN1208| PN1209 BERRY RM 1                           10.181 METERS 13636     |
 PN1208| PN1210 BERRY RM 2                           11.268 METERS 33110     |
 PN1208|---------------------------------------------------------------------|
 PN1208
 PN1208                          SUPERSEDED SURVEY CONTROL
 PN1208
 PN1208  NAD 83(1986)-  44 41 33.41848(N)    089 38 31.21268(W) AD(       ) 2
 PN1208  NGVD 29 (01/12/90)  345.0    (m)         1132.     (f) VERT ANG       
 PN1208
 PN1208.Superseded values are not recommended for survey control.
 PN1208
 PN1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1208.See file dsdata.pdf to determine how the superseded data were derived.
 PN1208
 PN1208_MARKER: DE = TRAVERSE STATION DISK
 PN1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1208+STABILITY: SURFACE MOTION
 PN1208
 PN1208  HISTORY     - Date     Condition        Report By
 PN1208  HISTORY     - 1980     MONUMENTED       WIDT
 PN1208
 PN1208                          STATION DESCRIPTION
 PN1208
 PN1208'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1208'THE STATION IS LOCATED ABOUT 12 MILES NORTH NORTHWEST OF STEVENS POINT
 PN1208'AND 7 MILES SOUTH SOUTHEAST OF MOSINEE ON RIGHT OF WAY OF USH 51.
 PN1208'
 PN1208'TO REACH THE STATION FROM THE JUNCTION OF USH 51 AND STH 66 AT THE
 PN1208'NORTHEAST EDGE OF STEVENS POINT, GO NORTH ON USH 51 FOR 5.5 MILES TO
 PN1208'JUNCTION WITH CTH X OVER USH 51.  CONTINUE NORTH ON USH 51 FOR 5.76
 PN1208'MILES TO JUNCTION WITH CTH DB OVER USH 51.  CONTINUE NORTH ON USH 51
 PN1208'FOR 1.1 MILES TO THE STATION ON EAST SIDE OF HIGHWAY NEAR RIGHT OF
 PN1208'WAY FENCE LINE.
 PN1208'
 PN1208'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BERRY 1980---.
 PN1208'THE SURFACE DISK IS SET IN THE TOP OF A 18 INCH CYLINDRICAL CONCRETE
 PN1208'MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 84.5 FEET
 PN1208'NORTHEAST OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH 51, 13.5 FEET
 PN1208'SOUTH OF THE SOUTH BRACE POST OF TWO, 5 FEET EAST SOUTHEAST OF THE
 PN1208'RIGHT OF WAY FENCE LINE, AND 3 FEET EAST OF A METAL WITNESS POST.
 PN1208'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET
 PN1208'BELOW GROUND.
 PN1208'
 PN1208'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---BERRY RM 1 1980---
 PN1208'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1208'PROJECTS 1 INCH ABOVE GROUND.  IT IS 95 FEET NORTHEAST OF THE CENTER
 PN1208'OF THE NORTHBOUND ROADWAY OF USH 51, 34.5 FEET SOUTHEAST OF A METAL
 PN1208'WITNESS POST, 1 FOOT WEST OF THE RIGHT OF WAY FENCE LINE, AND LEVEL
 PN1208'WITH THE STATION.
 PN1208'
 PN1208'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BERRY RM 2 1980---
 PN1208'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 PN1208'FLUSH WITH THE GROUND.  IT IS 83.5 FEET NORTHEAST OF THE CENTER OF THE
 PN1208'NORTHBOUND ROADWAY OF USH 51, 14.5 FEET NORTHWEST OF THE NORTH BRACE
 PN1208'POST OF TWO, 37 FEET NORTH OF A METAL WITNESS POST, 1 FOOT WEST OF THE
 PN1208'RIGHT OF WAY FENCE LINE, AND LEVEL WITH THE STATION.
 PN1208'
 PN1208'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.43 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5002 ***********************************************************************
 DK5002  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5002  DESIGNATION -  BEVENT GPS
 DK5002  PID         -  DK5002
 DK5002  STATE/COUNTY-  WI/MARATHON
 DK5002  COUNTRY     -  US
 DK5002  USGS QUAD   -  BEVENT (2018)
 DK5002
 DK5002                         *CURRENT SURVEY CONTROL
 DK5002  ______________________________________________________________________
 DK5002* NAD 83(2011) POSITION- 44 45 56.88044(N) 089 22 35.50473(W)   ADJUSTED
 DK5002* NAD 83(2011) ELLIP HT-   336.159 (meters)        (06/27/12)   ADJUSTED
 DK5002* NAD 83(2011) EPOCH   -  2010.00
 DK5002* NAVD 88 ORTHO HEIGHT -   371.92  (meters)     1220.2   (feet) GPS OBS
 DK5002  ______________________________________________________________________
 DK5002  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5002  GEOID HEIGHT    -        -35.755 (meters)                     GEOID12A
 DK5002  GEOID HEIGHT    -        -35.754 (meters)                     GEOID18
 DK5002  NAD 83(2011) X  -     49,360.181 (meters)                     COMP
 DK5002  NAD 83(2011) Y  - -4,535,926.847 (meters)                     COMP
 DK5002  NAD 83(2011) Z  -  4,469,144.051 (meters)                     COMP
 DK5002  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 DK5002
 DK5002  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5002  Standards:
 DK5002         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5002            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5002  -------------------------------------------------------------------
 DK5002  NETWORK    0.41   0.33           0.19   0.13   0.17     -0.03845051
 DK5002  -------------------------------------------------------------------
 DK5002  Click here for local accuracies and other accuracy information.
 DK5002
 DK5002.The horizontal coordinates were established by GPS observations
 DK5002.and adjusted by the National Geodetic Survey in June 2012.
 DK5002
 DK5002.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5002.been affixed to the stable North American tectonic plate. See 
 DK5002.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5002
 DK5002.The horizontal coordinates are valid at the epoch date displayed above
 DK5002.which is a decimal equivalence of Year/Month/Day.
 DK5002
 DK5002.The orthometric height was determined by GPS observations and a
 DK5002.high-resolution geoid model using precise GPS observation and
 DK5002.processing techniques.
 DK5002
 DK5002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5002.GEOID18 height accuracy estimate available here.
 DK5002
 DK5002.Click photographs - Photos may exist for this station.
 DK5002
 DK5002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5002
 DK5002.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5002
 DK5002.The ellipsoidal height was determined by GPS observations
 DK5002.and is referenced to NAD 83.
 DK5002
 DK5002. The following values were computed from the NAD 83(2011) position.
 DK5002
 DK5002;                    North         East     Units Scale Factor Converg.
 DK5002;SPC WI C     -   103,803.598   649,355.238   MT  0.99994255   +0 26 23.7
 DK5002;SPC WI C     -   340,562.30  2,130,426.31   sFT  0.99994255   +0 26 23.7
 DK5002;UTM  16      - 4,959,681.785   311,931.157   MT  1.00003496   -1 40 26.6
 DK5002
 DK5002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5002!SPC WI C     -   0.99994730  x   0.99994255  =   0.99988985
 DK5002!UTM  16      -   0.99994730  x   1.00003496  =   0.99998225
 DK5002
 DK5002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1193159681(NAD 83)
 DK5002
 DK5002                          SUPERSEDED SURVEY CONTROL
 DK5002
 DK5002  NAD 83(2007)-  44 45 56.88052(N)    089 22 35.50544(W) AD(2002.00) 1
 DK5002  ELLIP H (07/29/08)  336.193  (m)                       GP(2002.00) 3 1
 DK5002  NAVD 88 (07/29/08)  371.89   (m)  GEOID03  model used  GPS OBS        
 DK5002
 DK5002.Superseded values are not recommended for survey control.
 DK5002
 DK5002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5002.See file dsdata.pdf to determine how the superseded data were derived.
 DK5002
 DK5002_MARKER: DD = SURVEY DISK
 DK5002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5002_STAMPING: BEVENT GPS 2005
 DK5002_MARK LOGO: WIDT
 DK5002_PROJECTION: FLUSH
 DK5002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5002+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DK5002
 DK5002  HISTORY     - Date     Condition        Report By
 DK5002  HISTORY     - 2004     MONUMENTED       WIDT
 DK5002  HISTORY     - 20060821 GOOD             WIDT
 DK5002  HISTORY     - 20110601 GOOD             WIDT
 DK5002
 DK5002                          STATION DESCRIPTION
 DK5002
 DK5002'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5002'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 153 WITH
 DK5002'COUNTY HIGHWAY Y IN THE COMMUNITY OF BEVENT, GO EAST ON STATE HIGHWAY
 DK5002'153 FOR 0.6 MI (1.0 KM) TO MORAINE ROAD ON THE RIGHT, TURN RIGHT AND
 DK5002'GO SOUTH ON MORAINE ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DK5002'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DK5002'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DK5002'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DK5002'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.2 M
 DK5002'(23.6 FT) EAST OF THE CENTERLINE OF MORAINE ROAD, 59 M (193.6 FT)
 DK5002'SOUTHEAST OF A POWER POLE, 2 M (6.6 FT) WEST OF AN AGRICULTURAL FIELD,
 DK5002'AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4
 DK5002'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5002'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5002
 DK5002                          STATION RECOVERY (2011)
 DK5002
 DK5002'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5004 ***********************************************************************
 DK5004  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5004  DESIGNATION -  BEVENT S GPS
 DK5004  PID         -  DK5004
 DK5004  STATE/COUNTY-  WI/MARATHON
 DK5004  COUNTRY     -  US
 DK5004  USGS QUAD   -  ROSHOLT NW (2018)
 DK5004
 DK5004                         *CURRENT SURVEY CONTROL
 DK5004  ______________________________________________________________________
 DK5004* NAD 83(2011) POSITION- 44 41 08.56743(N) 089 25 42.98712(W)   ADJUSTED
 DK5004* NAD 83(2011) ELLIP HT-   320.580 (meters)        (06/27/12)   ADJUSTED
 DK5004* NAD 83(2011) EPOCH   -  2010.00
 DK5004* NAVD 88 ORTHO HEIGHT -   356.42  (meters)     1169.4   (feet) GPS OBS
 DK5004  ______________________________________________________________________
 DK5004  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5004  GEOID HEIGHT    -        -35.839 (meters)                     GEOID12A
 DK5004  GEOID HEIGHT    -        -35.841 (meters)                     GEOID18
 DK5004  NAD 83(2011) X  -     45,299.624 (meters)                     COMP
 DK5004  NAD 83(2011) Y  - -4,542,221.680 (meters)                     COMP
 DK5004  NAD 83(2011) Z  -  4,462,809.621 (meters)                     COMP
 DK5004  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 DK5004
 DK5004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5004  Standards:
 DK5004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5004  -------------------------------------------------------------------
 DK5004  NETWORK    0.38   0.31           0.18   0.11   0.16      0.02084999
 DK5004  -------------------------------------------------------------------
 DK5004  Click here for local accuracies and other accuracy information.
 DK5004
 DK5004.The horizontal coordinates were established by GPS observations
 DK5004.and adjusted by the National Geodetic Survey in June 2012.
 DK5004
 DK5004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5004.been affixed to the stable North American tectonic plate. See 
 DK5004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5004
 DK5004.The horizontal coordinates are valid at the epoch date displayed above
 DK5004.which is a decimal equivalence of Year/Month/Day.
 DK5004
 DK5004.The orthometric height was determined by GPS observations and a
 DK5004.high-resolution geoid model using precise GPS observation and
 DK5004.processing techniques.
 DK5004
 DK5004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5004.GEOID18 height accuracy estimate available here.
 DK5004
 DK5004.Click photographs - Photos may exist for this station.
 DK5004
 DK5004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5004
 DK5004.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5004
 DK5004.The ellipsoidal height was determined by GPS observations
 DK5004.and is referenced to NAD 83.
 DK5004
 DK5004. The following values were computed from the NAD 83(2011) position.
 DK5004
 DK5004;                    North         East     Units Scale Factor Converg.
 DK5004;SPC WI C     -    94,874.208   645,295.292   MT  0.99994620   +0 24 11.4
 DK5004;SPC WI C     -   311,266.46  2,117,106.30   sFT  0.99994620   +0 24 11.4
 DK5004;UTM  16      - 4,950,907.254   307,544.335   MT  1.00005550   -1 42 30.1
 DK5004
 DK5004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5004!SPC WI C     -   0.99994974  x   0.99994620  =   0.99989594
 DK5004!UTM  16      -   0.99994974  x   1.00005550  =   1.00000524
 DK5004
 DK5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0754450907(NAD 83)
 DK5004
 DK5004                          SUPERSEDED SURVEY CONTROL
 DK5004
 DK5004  NAD 83(2007)-  44 41 08.56747(N)    089 25 42.98781(W) AD(2002.00) 1
 DK5004  ELLIP H (07/29/08)  320.612  (m)                       GP(2002.00) 3 1
 DK5004  NAVD 88 (07/29/08)  356.40   (m)  GEOID03  model used  GPS OBS        
 DK5004
 DK5004.Superseded values are not recommended for survey control.
 DK5004
 DK5004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5004.See file dsdata.pdf to determine how the superseded data were derived.
 DK5004
 DK5004_MARKER: DD = SURVEY DISK
 DK5004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5004_STAMPING: BEVENT S GPS 2005
 DK5004_MARK LOGO: WIDT
 DK5004_PROJECTION: FLUSH
 DK5004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5004+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DK5004
 DK5004  HISTORY     - Date     Condition        Report By
 DK5004  HISTORY     - 2004     MONUMENTED       WIDT
 DK5004  HISTORY     - 20060828 GOOD             WIDT
 DK5004  HISTORY     - 20110601 GOOD             WIDT
 DK5004
 DK5004                          STATION DESCRIPTION
 DK5004
 DK5004'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5004'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J WITH COUNTY
 DK5004'HIGHWAY Y IN THE COMMUNITY OF SHANTYTOWN, GO SOUTHWEST ON COUNTY
 DK5004'HIGHWAY Y FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE
 DK5004'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DK5004'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DK5004'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DK5004'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.8 M (28.9 FT)
 DK5004'NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY Y, 37 M (121.4 FT)
 DK5004'NORTHEAST OF A PRIVATE ENTRANCE --2469--, 32.7 M (107.3 FT) WEST OF A
 DK5004'POWER POLE, 1 M (3.3 FT) SOUTHEAST OF AN AGRICULTURAL FIELD, AND 1.0 M
 DK5004'(3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DK5004'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5004'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5004
 DK5004                          STATION RECOVERY (2011)
 DK5004
 DK5004'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5005 ***********************************************************************
 DK5005  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5005  DESIGNATION -  BEVENT W GPS
 DK5005  PID         -  DK5005
 DK5005  STATE/COUNTY-  WI/MARATHON
 DK5005  COUNTRY     -  US
 DK5005  USGS QUAD   -  ROSHOLT NW (2018)
 DK5005
 DK5005                         *CURRENT SURVEY CONTROL
 DK5005  ______________________________________________________________________
 DK5005* NAD 83(2011) POSITION- 44 44 41.84104(N) 089 26 52.20814(W)   ADJUSTED
 DK5005* NAD 83(2011) ELLIP HT-   330.890 (meters)        (06/27/12)   ADJUSTED
 DK5005* NAD 83(2011) EPOCH   -  2010.00
 DK5005* NAVD 88 ORTHO HEIGHT -   366.58  (meters)     1202.7   (feet) GPS OBS
 DK5005  ______________________________________________________________________
 DK5005  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5005  GEOID HEIGHT    -        -35.691 (meters)                     GEOID12A
 DK5005  GEOID HEIGHT    -        -35.691 (meters)                     GEOID18
 DK5005  NAD 83(2011) X  -     43,730.714 (meters)                     COMP
 DK5005  NAD 83(2011) Y  - -4,537,611.940 (meters)                     COMP
 DK5005  NAD 83(2011) Z  -  4,467,495.361 (meters)                     COMP
 DK5005  LAPLACE CORR    -         -4.89  (seconds)                    DEFLEC18
 DK5005
 DK5005  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5005  Standards:
 DK5005         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5005            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5005  -------------------------------------------------------------------
 DK5005  NETWORK    0.40   0.33           0.19   0.12   0.17      0.03054334
 DK5005  -------------------------------------------------------------------
 DK5005  Click here for local accuracies and other accuracy information.
 DK5005
 DK5005.The horizontal coordinates were established by GPS observations
 DK5005.and adjusted by the National Geodetic Survey in June 2012.
 DK5005
 DK5005.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5005.been affixed to the stable North American tectonic plate. See 
 DK5005.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5005
 DK5005.The horizontal coordinates are valid at the epoch date displayed above
 DK5005.which is a decimal equivalence of Year/Month/Day.
 DK5005
 DK5005.The orthometric height was determined by GPS observations and a
 DK5005.high-resolution geoid model using precise GPS observation and
 DK5005.processing techniques.
 DK5005
 DK5005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5005.GEOID18 height accuracy estimate available here.
 DK5005
 DK5005.Click photographs - Photos may exist for this station.
 DK5005
 DK5005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5005
 DK5005.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5005
 DK5005.The ellipsoidal height was determined by GPS observations
 DK5005.and is referenced to NAD 83.
 DK5005
 DK5005. The following values were computed from the NAD 83(2011) position.
 DK5005
 DK5005;                    North         East     Units Scale Factor Converg.
 DK5005;SPC WI C     -   101,446.561   643,726.311   MT  0.99994332   +0 23 22.5
 DK5005;SPC WI C     -   332,829.26  2,111,958.74   sFT  0.99994332   +0 23 22.5
 DK5005;UTM  16      - 4,957,533.728   306,218.527   MT  1.00006179   -1 43 25.3
 DK5005
 DK5005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5005!SPC WI C     -   0.99994812  x   0.99994332  =   0.99989144
 DK5005!UTM  16      -   0.99994812  x   1.00006179  =   1.00000991
 DK5005
 DK5005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0621857533(NAD 83)
 DK5005
 DK5005                          SUPERSEDED SURVEY CONTROL
 DK5005
 DK5005  NAD 83(2007)-  44 44 41.84115(N)    089 26 52.20884(W) AD(2002.00) 1
 DK5005  ELLIP H (07/29/08)  330.924  (m)                       GP(2002.00) 3 1
 DK5005  NAVD 88 (07/29/08)  366.56   (m)  GEOID03  model used  GPS OBS        
 DK5005
 DK5005.Superseded values are not recommended for survey control.
 DK5005
 DK5005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5005.See file dsdata.pdf to determine how the superseded data were derived.
 DK5005
 DK5005_MARKER: DD = SURVEY DISK
 DK5005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5005_STAMPING: BEVENT W GPS 2005
 DK5005_MARK LOGO: WIDT
 DK5005_PROJECTION: FLUSH
 DK5005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5005+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DK5005
 DK5005  HISTORY     - Date     Condition        Report By
 DK5005  HISTORY     - 2004     MONUMENTED       WIDT
 DK5005  HISTORY     - 20060828 GOOD             WIDT
 DK5005  HISTORY     - 20110601 GOOD             WIDT
 DK5005
 DK5005                          STATION DESCRIPTION
 DK5005
 DK5005'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5005'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DK5005'HIGHWAY J TO THE NORTH AND WILLOW ROAD TO THE SOUTH ABOUT 12 MI (19.3
 DK5005'KM) SOUTHEAST OF THE CITY OF MOSINEE, GO NORTH ON COUNTY HIGHWAY J FOR
 DK5005'2.0 TO LEATHER CAMP DRIVE ON THE LEFT, CONTINUE NORTH ON COUNTY
 DK5005'HIGHWAY J FOR 0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.  THE
 DK5005'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DK5005'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DK5005'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DK5005'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.5 M (37.7
 DK5005'FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY J, 44.4 M (145.7 FT)
 DK5005'SOUTHEAST OF A POWER POLE, 3 M (9.8 FT) WEST OF AN AGRICULTURAL FIELD,
 DK5005'AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4
 DK5005'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5005'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5005
 DK5005                          STATION RECOVERY (2011)
 DK5005
 DK5005'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB2346 ***********************************************************************
 AB2346  DESIGNATION -  BEVER
 AB2346  PID         -  AB2346
 AB2346  STATE/COUNTY-  WI/POLK
 AB2346  COUNTRY     -  US
 AB2346  USGS QUAD   -  SAINT CROIX DALLES (2019)
 AB2346
 AB2346                         *CURRENT SURVEY CONTROL
 AB2346  ______________________________________________________________________
 AB2346* NAD 83(2011) POSITION- 45 24 44.85027(N) 092 38 45.80576(W)   ADJUSTED
 AB2346* NAD 83(2011) ELLIP HT-   211.304 (meters)        (06/27/12)   ADJUSTED
 AB2346* NAD 83(2011) EPOCH   -  2010.00
 AB2346* NAVD 88 ORTHO HEIGHT -   238.961 (meters)      783.99  (feet) ADJUSTED
 AB2346  ______________________________________________________________________
 AB2346  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 AB2346  NAD 83(2011) X  -   -207,064.174 (meters)                     COMP
 AB2346  NAD 83(2011) Y  - -4,480,427.619 (meters)                     COMP
 AB2346  NAD 83(2011) Z  -  4,519,794.943 (meters)                     COMP
 AB2346  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 AB2346  DYNAMIC HEIGHT  -        238.966 (meters)      784.01  (feet) COMP
 AB2346  MODELED GRAVITY -    980,627.2   (mgal)                       NAVD 88
 AB2346
 AB2346  VERT ORDER      -  SECOND    CLASS I
 AB2346
 AB2346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2346  Standards:
 AB2346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2346  -------------------------------------------------------------------
 AB2346  NETWORK    0.45   0.98           0.20   0.16   0.50      0.02708759
 AB2346  -------------------------------------------------------------------
 AB2346  Click here for local accuracies and other accuracy information.
 AB2346
 AB2346.The horizontal coordinates were established by GPS observations
 AB2346.and adjusted by the National Geodetic Survey in June 2012.
 AB2346
 AB2346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2346.been affixed to the stable North American tectonic plate. See 
 AB2346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2346
 AB2346.The horizontal coordinates are valid at the epoch date displayed above
 AB2346.which is a decimal equivalence of Year/Month/Day.
 AB2346
 AB2346.The orthometric height was determined by differential leveling and
 AB2346.adjusted by the WI DEPT OF TRANSP
 AB2346.in May 2012.
 AB2346
 AB2346.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2346.GEOID18 height accuracy estimate available here.
 AB2346
 AB2346.Click photographs - Photos may exist for this station.
 AB2346
 AB2346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2346
 AB2346.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2346
 AB2346.The ellipsoidal height was determined by GPS observations
 AB2346.and is referenced to NAD 83.
 AB2346
 AB2346.The dynamic height is computed by dividing the NAVD 88
 AB2346.geopotential number by the normal gravity value computed on the
 AB2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2346.degrees latitude (g = 980.6199 gals.).
 AB2346
 AB2346.The modeled gravity was interpolated from observed gravity values.
 AB2346
 AB2346. The following values were computed from the NAD 83(2011) position.
 AB2346
 AB2346;                    North         East     Units Scale Factor Converg.
 AB2346;SPC WI C     -   178,850.507   392,908.916   MT  0.99998450   -1 52 01.2
 AB2346;SPC WI C     -   586,778.71  1,289,068.67   sFT  0.99998450   -1 52 01.2
 AB2346;UTM  15      - 5,028,831.885   527,695.239   MT  0.99960943   +0 15 07.5
 AB2346
 AB2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2346!SPC WI C     -   0.99996687  x   0.99998450  =   0.99995137
 AB2346!UTM  15      -   0.99996687  x   0.99960943  =   0.99957632
 AB2346
 AB2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2769528831(NAD 83)
 AB2346
 AB2346                          SUPERSEDED SURVEY CONTROL
 AB2346
 AB2346  NAD 83(2007)-  45 24 44.85043(N)    092 38 45.80658(W) AD(2002.00) 0
 AB2346  ELLIP H (02/10/07)  211.335  (m)                       GP(2002.00)    
 AB2346  NAD 83(1996)-  45 24 44.85015(N)    092 38 45.80594(W) AD(       ) 2
 AB2346  ELLIP H (03/16/99)  211.391  (m)                       GP(       ) 4 1
 AB2346  NAD 83(1986)-  45 24 44.84911(N)    092 38 45.79581(W) AD(       ) 2
 AB2346  NGVD 29 (03/25/96)  238.9    (m)  GEOID93  model used  GPS OBS        
 AB2346
 AB2346.Superseded values are not recommended for survey control.
 AB2346
 AB2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2346.See file dsdata.pdf to determine how the superseded data were derived.
 AB2346
 AB2346_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB2346_SETTING: 66 = SET IN ROCK OUTCROP
 AB2346_MARK LOGO: MNDT
 AB2346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2346+STABILITY: POSITION/ELEVATION WELL
 AB2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2346+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 AB2346
 AB2346  HISTORY     - Date     Condition        Report By
 AB2346  HISTORY     - UNK      MONUMENTED       WIRRC
 AB2346  HISTORY     - 19910714 GOOD             MNDT
 AB2346  HISTORY     - 20051029 GOOD             USPSQD
 AB2346  HISTORY     - 20090429 GOOD             WIDT
 AB2346  HISTORY     - 20120725 GOOD             GEOCAC
 AB2346  HISTORY     - 20150317 GOOD             MNDT
 AB2346
 AB2346                          STATION DESCRIPTION
 AB2346
 AB2346'DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH)
 AB2346'THE MARK IS LOCATED IN THE CITY OF ST CROIX FALLS, POLK CO WI, 0.4 MI
 AB2346'(0.6 KM) EAST ALONG TH 8 FROM TAYLOR FALLS THEN 0.7 MI (1.1 KM) NORTH
 AB2346'ON TH 87 (MISSISSIPPI ST) TO CITY HALL AT 210 MISSISSIPPI ST (2 DOORS
 AB2346'DOWN FROM LOUISIANA ST), THEN 100 FT (30.5 M) WEST ON CITY PARKING LOT
 AB2346'TO WEST END OF LOT AND A FLAG POLE, THEN ABOUT 120 FT (36.6 M) WEST
 AB2346'AND DOWN RIVER EMBARKMENT, 110 FT (33.5 M) WEST OF FLAGPOLE, 80.3 FT
 AB2346'(24.5 M) WNW OF CATCH BASIN, 6 FT (1.8 M) SOUTH OF CUT-OFF 12 INCH
 AB2346'POLE IN STONE LEDGE, 31.9 FT (9.7 M) SE OF 3/4 INCH DRILL HOLE IN
 AB2346'LEDGE ROCK.  STA IS A 3-3/4 INCH BRONZE RR COMMISSION OF WISONSIN
 AB2346'WATER/POWER DISK STAMPED---BENCHMARK NO---SET IN 200 SQ FT LEDGE ROCK,
 AB2346'YEAR SET IS UNKNOWN.
 AB2346
 AB2346                          STATION RECOVERY (2005)
 AB2346
 AB2346'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 AB2346'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS UNDER A 20 FOOT
 AB2346'HIGH TREE.
 AB2346
 AB2346                          STATION RECOVERY (2009)
 AB2346
 AB2346'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 AB2346'RECOVERED IN GOOD CONDITION.
 AB2346'
 AB2346'NOTE-AN OBSERVATION DECK OVERLOOKING THE ST.CROIX FALLS DAM HAS BEEN
 AB2346'BUILT WEST OF THE CITY PARKING LOT.  THE STATION IS APPROXIMATELY 28
 AB2346'WEST OF THE CENTER OF A RECREATIONAL PATH, 2.0 M (6.6 FT) NORTH THE
 AB2346'REFERENCED '20-FOOT HIGH TREE' AND IS LOCATED ABOUT 15 FT (4.6 M)
 AB2346'LOWER THAN THE FLOOR OF THE OBSERVATION DECK.
 AB2346'
 AB2346'NOTE-NO STAMPING ON DISK.
 AB2346
 AB2346                          STATION RECOVERY (2012)
 AB2346
 AB2346'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 AB2346'RECOVERED IN GOOD CONDITION.
 AB2346
 AB2346                          STATION RECOVERY (2015)
 AB2346
 AB2346'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JS)
 AB2346'RECOVERED IN GOOD CONDITION.
 AB2346'
 AB2346'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST
 AB2346'OF CENTURIA, 3.9 MI (6.3 KM) NORTH OF DRESSER AND IN THE TOWN OF SAINT
 AB2346'CROIX FALLS, WI.
 AB2346'
 AB2346'NOTE-DISK IS UNSTAMPED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0167 ***********************************************************************
 QN0167  DESIGNATION -  BEVERLY
 QN0167  PID         -  QN0167
 QN0167  STATE/COUNTY-  WI/SAWYER
 QN0167  COUNTRY     -  US
 QN0167  USGS QUAD   -  HAUER (2018)
 QN0167
 QN0167                         *CURRENT SURVEY CONTROL
 QN0167  ______________________________________________________________________
 QN0167* NAD 83(1996) POSITION- 45 47 01.32970(N) 091 22 39.39665(W)   ADJUSTED
 QN0167* NAVD 88 ORTHO HEIGHT -   400.616 (meters)     1314.35  (feet) ADJUSTED
 QN0167  ______________________________________________________________________
 QN0167  GEOID HEIGHT    -        -29.848 (meters)                     GEOID18
 QN0167  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 QN0167  DYNAMIC HEIGHT  -        400.596 (meters)     1314.29  (feet) COMP
 QN0167  MODELED GRAVITY -    980,552.9   (mgal)                       NAVD 88
 QN0167
 QN0167  HORZ ORDER      -  FIRST
 QN0167  VERT ORDER      -  FIRST     CLASS II
 QN0167
 QN0167.The horizontal coordinates were established by classical geodetic methods
 QN0167.and adjusted by the National Geodetic Survey in March 1999.
 QN0167
 QN0167.The orthometric height was determined by differential leveling and
 QN0167.adjusted by the NATIONAL GEODETIC SURVEY
 QN0167.in June 1991.
 QN0167
 QN0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0167.GEOID18 height accuracy estimate available here.
 QN0167
 QN0167.Click photographs - Photos may exist for this station.
 QN0167
 QN0167.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0167
 QN0167.The dynamic height is computed by dividing the NAVD 88
 QN0167.geopotential number by the normal gravity value computed on the
 QN0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0167.degrees latitude (g = 980.6199 gals.).
 QN0167
 QN0167.The modeled gravity was interpolated from observed gravity values.
 QN0167
 QN0167. The following values were computed from the NAD 83(1996) position.
 QN0167
 QN0167;                    North         East     Units Scale Factor Converg.
 QN0167;SPC WI N     -    69,508.591   492,879.552   MT  0.99996769   -0 59 37.6
 QN0167;SPC WI N     -   228,046.10  1,617,055.66   sFT  0.99996769   -0 59 37.6
 QN0167;UTM  15      - 5,071,295.708   626,113.565   MT  0.99979553   +1 09 46.6
 QN0167
 QN0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0167!SPC WI N     -   0.99994188  x   0.99996769  =   0.99990957
 QN0167!UTM  15      -   0.99994188  x   0.99979553  =   0.99973742
 QN0167
 QN0167:                Primary Azimuth Mark                     Grid Az
 QN0167:SPC WI N     -  LEM                                      144 25 17.4
 QN0167:UTM  15      -  LEM                                      142 15 53.2
 QN0167
 QN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2611371295(NAD 83)
 QN0167
 QN0167|---------------------------------------------------------------------|
 QN0167| PID    Reference Object                     Distance      Geod. Az  |
 QN0167|                                                           dddmmss.s |
 QN0167| CJ4274 BEVERLY RM                           23.655 METERS 11226     |
 QN0167| QN0168 LEM                                 APPROX. 2.3 KM 1432539.8 |
 QN0167|---------------------------------------------------------------------|
 QN0167
 QN0167                          SUPERSEDED SURVEY CONTROL
 QN0167
 QN0167  NAD 83(1991)-  45 47 01.33055(N)    091 22 39.39624(W) AD(       ) 1
 QN0167  NAD 83(1986)-  45 47 01.32714(N)    091 22 39.39145(W) AD(       ) 1
 QN0167  NAD 27      -  45 47 01.48700(N)    091 22 38.80800(W) AD(       ) 1
 QN0167  USSD        -  45 47 01.89400(N)    091 22 38.54500(W) AD(       ) 3
 QN0167  NGVD 29 (??/??/92)  400.649  (m)         1314.46   (f) ADJ UNCH    1 2
 QN0167  NGVD 29             400.65   (m)         1314.5    (f) LEVELING    3  
 QN0167
 QN0167.Superseded values are not recommended for survey control.
 QN0167
 QN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0167.See file dsdata.pdf to determine how the superseded data were derived.
 QN0167
 QN0167_MARKER: DS = TRIANGULATION STATION DISK
 QN0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0167_STAMPING: BEVERLY 1921
 QN0167_MARK LOGO: CGS
 QN0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0167+STABILITY: SURFACE MOTION
 QN0167
 QN0167  HISTORY     - Date     Condition        Report By
 QN0167  HISTORY     - 1921     MONUMENTED       CGS
 QN0167  HISTORY     - 1922     GOOD             CGS
 QN0167  HISTORY     - 1934     GOOD             CGS
 QN0167  HISTORY     - 1952     GOOD             CGS
 QN0167  HISTORY     - 1952     GOOD             CGS
 QN0167
 QN0167                          STATION DESCRIPTION
 QN0167
 QN0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0167'STATION IS ABOUT 7/8 MILE N OF BEVERLY, ON THE W SIDE OF THE
 QN0167'TRACK AT THE CENTER OF FIRST CURVE N OF BEVERLY, 17 METERS N
 QN0167'OF S END OF DEEP CUT AT SAID CURVE, 6.6 METERS (21.655 FEET)
 QN0167'W OF W RAIL.
 QN0167'
 QN0167'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0167'DISKS SET IN CONCRETE.
 QN0167'
 QN0167'REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE TRACK.
 QN0167
 QN0167                          STATION RECOVERY (1922)
 QN0167
 QN0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QN0167'2 MI N FROM LEMINGTON.
 QN0167'2.0 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0167'MARIE RAILROAD FROM LEMINGTON, SAWYER COUNTY, NEAR THE MIDDLE OF
 QN0167'THE SECOND CURVE NORTH OF LEMINGTON, 25 FEET NORTH OF THE SOUTH
 QN0167'END OF A DEEP CUT, AND 21.7 FEET WEST OF THE WEST RAIL.  A
 QN0167'STANDARD TRIANGULATION-STATION DISK, STAMPED BEVERLY 1921 AND
 QN0167'SET IN THE TOP OF A CONCRETE POST.
 QN0167
 QN0167                          STATION RECOVERY (1934)
 QN0167
 QN0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0167'RECOVERED IN GOOD CONDITION.
 QN0167
 QN0167                          STATION RECOVERY (1952)
 QN0167
 QN0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0167'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 QN0167'GOOD CONDITION.  THE REFERENCE MARK WAS NOT LOCATED.
 QN0167'
 QN0167'THIS IS A TRAVERSE STATION.
 QN0167
 QN0167                          STATION RECOVERY (1952)
 QN0167
 QN0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0167'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARK FOUND IN
 QN0167'GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 QN0167'
 QN0167'THE STATION IS ABOUT 4 MILES WEST-SOUTHWEST OF COUDERAY, 2 MILES
 QN0167'NORTH OF LEMINGTON, NEAR THE MIDDLE OF THE SECOND CURVE IN THE
 QN0167'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD NORTH OF
 QN0167'LEMINGTON AND 25 FEET NORTH OF THE SOUTH END OF A DEEP CUT.
 QN0167'
 QN0167'TO REACH THE STATION FROM LEMINGTON, GO NORTH ALONG THE RAILROAD
 QN0167'TRACKS FOR ABOUT 2.0 MILES TO THE SECOND CURVE IN THE RAILROAD
 QN0167'AND THE STATION AS DESCRIBED.
 QN0167'
 QN0167'THE STATION MARK, STAMPED BEVERLY 1921, IS A STANDARD DISK SET
 QN0167'IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 22
 QN0167'FEET WEST OF THE WEST RAIL OF THE RAILROAD AND 6 FEET HIGHER
 QN0167'THAN THE RAILROAD BED.
 QN0167'
 QN0167'NO REFERENCE MARKS OR AZIMUTH MARK HAVE BEEN ESTABLISHED AT THIS
 QN0167'STATION AND THE STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY
 QN0167'AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4103 ***********************************************************************
 DL4103  DESIGNATION -  BEYER
 DL4103  PID         -  DL4103
 DL4103  STATE/COUNTY-  WI/DUNN
 DL4103  COUNTRY     -  US
 DL4103  USGS QUAD   -  RUSK (2018)
 DL4103
 DL4103                         *CURRENT SURVEY CONTROL
 DL4103  ______________________________________________________________________
 DL4103* NAD 83(2011) POSITION- 44 54 40.69132(N) 091 46 00.24630(W)   ADJUSTED
 DL4103* NAD 83(2011) ELLIP HT-   248.863 (meters)        (04/15/13)   ADJUSTED
 DL4103* NAD 83(2011) EPOCH   -  2010.00
 DL4103* NAVD 88 ORTHO HEIGHT -   279.517 (meters)      917.05  (feet) ADJUSTED
 DL4103  ______________________________________________________________________
 DL4103  GEOID HEIGHT    -        -30.655 (meters)                     GEOID18
 DL4103  NAD 83(2011) X  -   -139,499.549 (meters)                     COMP
 DL4103  NAD 83(2011) Y  - -4,522,580.722 (meters)                     COMP
 DL4103  NAD 83(2011) Z  -  4,480,548.792 (meters)                     COMP
 DL4103  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 DL4103  DYNAMIC HEIGHT  -        279.493 (meters)      916.97  (feet) COMP
 DL4103  MODELED GRAVITY -    980,523.2   (mgal)                       NAVD 88
 DL4103
 DL4103  VERT ORDER      -  SECOND    CLASS I
 DL4103
 DL4103  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4103  Standards:
 DL4103         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4103            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4103  -------------------------------------------------------------------
 DL4103  NETWORK    0.49   0.86           0.22   0.17   0.44      0.16284403
 DL4103  -------------------------------------------------------------------
 DL4103  Click here for local accuracies and other accuracy information.
 DL4103
 DL4103.The horizontal coordinates were established by GPS observations
 DL4103.and adjusted by the National Geodetic Survey in April 2013.
 DL4103
 DL4103.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4103.been affixed to the stable North American tectonic plate. See 
 DL4103.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4103
 DL4103.The horizontal coordinates are valid at the epoch date displayed above
 DL4103.which is a decimal equivalence of Year/Month/Day.
 DL4103
 DL4103.The orthometric height was determined by differential leveling and
 DL4103.adjusted by the WI DEPT OF TRANSP
 DL4103.in May 2012.
 DL4103
 DL4103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4103.GEOID18 height accuracy estimate available here.
 DL4103
 DL4103.Click photographs - Photos may exist for this station.
 DL4103
 DL4103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4103
 DL4103.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4103
 DL4103.The ellipsoidal height was determined by GPS observations
 DL4103.and is referenced to NAD 83.
 DL4103
 DL4103.The dynamic height is computed by dividing the NAVD 88
 DL4103.geopotential number by the normal gravity value computed on the
 DL4103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4103.degrees latitude (g = 980.6199 gals.).
 DL4103
 DL4103.The modeled gravity was interpolated from observed gravity values.
 DL4103
 DL4103. The following values were computed from the NAD 83(2011) position.
 DL4103
 DL4103;                    North         East     Units Scale Factor Converg.
 DL4103;SPC WI C     -   121,300.283   460,503.029   MT  0.99994089   -1 14 47.6
 DL4103;SPC WI C     -   397,966.01  1,510,833.69   sFT  0.99994089   -1 14 47.6
 DL4103;UTM  15      - 4,973,837.131   597,350.024   MT  0.99971653   +0 52 14.8
 DL4103
 DL4103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4103!SPC WI C     -   0.99996098  x   0.99994089  =   0.99990188
 DL4103!UTM  15      -   0.99996098  x   0.99971653  =   0.99967752
 DL4103
 DL4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9735073837(NAD 83)
 DL4103
 DL4103                          SUPERSEDED SURVEY CONTROL
 DL4103
 DL4103  NAD 83(2007)-  44 54 40.69138(N)    091 46 00.24691(W) AD(2002.00) 1
 DL4103  ELLIP H (04/06/12)  248.896  (m)                       GP(2002.00) 1 1
 DL4103  NAVD 88             279.52   (m)          917.1    (f) LEVELING    3  
 DL4103
 DL4103.Superseded values are not recommended for survey control.
 DL4103
 DL4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4103.See file dsdata.pdf to determine how the superseded data were derived.
 DL4103
 DL4103_MARKER: DD = SURVEY DISK
 DL4103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4103_STAMPING: 28.11.18 1992 BEYER
 DL4103_MARK LOGO: WI-033
 DL4103_PROJECTION: FLUSH
 DL4103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4103+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DL4103
 DL4103  HISTORY     - Date     Condition        Report By
 DL4103  HISTORY     - 1992     MONUMENTED       WI-033
 DL4103  HISTORY     - 20071009 GOOD             WIDT
 DL4103
 DL4103                          STATION DESCRIPTION
 DL4103
 DL4103'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4103'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF
 DL4103'COLFAX, 4.6 MI (7.4 KM) NORTHWEST OF ELK MOUND AND 3.3 MI (5.3 KM)
 DL4103'EAST OF RUSK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4103'
 DL4103'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12, STATE HIGHWAY
 DL4103'29, AND STATE HIGHWAY 40 (EXIT 61) ABOUT 1.5 MI (2.4 KM) NORTHWEST OF
 DL4103'THE VILLAGE OF ELK MOUND, GO NORTH ON STATE HIGHWAY 40 FOR 1.1 MI (1.8
 DL4103'KM) TO 620TH AVENUE (PETRICK ROAD) ON THE LEFT, TURN LEFT AND GO WEST
 DL4103'ON 620TH AVENUE (PETRICK ROAD) FOR 0.95 MI (1.5 KM) TO 830TH STREET
 DL4103'(PLEASANT VALLEY ROAD) ON THE RIGHT, TURN RIGHT AND GO NORTH ON 830TH
 DL4103'STREET (PLEASANT VALLEY ROAD) FOR 0.45 MI (0.7 KM) TO 640TH AVENUE
 DL4103'(BEYER SETTLEMENT ROAD) ON THE LEFT, TURN LEFT AND GO WEST ON 640TH
 DL4103'AVENUE (BEYER SETTLEMENT ROAD) FOR 1.1 MI (1.8 KM) TO THE STATION ON
 DL4103'THE RIGHT.
 DL4103'
 DL4103'THE STATION IS A BRONZE DUNN COUNTY GEODETIC CONTROL STATION DISK SET
 DL4103'IN THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST ABOUT LEVEL
 DL4103'WITH THE ROAD PAVEMENT, 6.5 M (21.3 FT) NORTH OF THE CENTER OF 640TH
 DL4103'AVENUE (BEYER SETTLEMENT ROAD), 41 M (134.5 FT) WEST OF THE EXTENDED
 DL4103'CENTER OF A PRIVATE ENTRANCE NUMBER E7860, 7 M (23.0 FT) EAST OF A
 DL4103'SECONDARY DRIVEWAY FOR RESIDENCE NUMBER E7857, 5 M (16.4 FT) SOUTH OF
 DL4103'A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) SOUTH, EAST, AND WEST OF AN
 DL4103'ORANGE 4X4 PLASTIC WITNESS POST.
 DL4103'
 DL4103'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4103'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0138 ***********************************************************************
 QM0138  DESIGNATION -  BIEBEL
 QM0138  PID         -  QM0138
 QM0138  STATE/COUNTY-  WI/FOREST
 QM0138  COUNTRY     -  US
 QM0138  USGS QUAD   -  NEWALD (2018)
 QM0138
 QM0138                         *CURRENT SURVEY CONTROL
 QM0138  ______________________________________________________________________
 QM0138* NAD 83(1991) POSITION- 45 39 21.19078(N) 088 41 37.19687(W)   ADJUSTED
 QM0138* NAVD 88 ORTHO HEIGHT -   470.730 (meters)     1544.39  (feet) ADJUSTED
 QM0138  ______________________________________________________________________
 QM0138  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 QM0138  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 QM0138  DYNAMIC HEIGHT  -        470.705 (meters)     1544.30  (feet) COMP
 QM0138  MODELED GRAVITY -    980,548.3   (mgal)                       NAVD 88
 QM0138
 QM0138  HORZ ORDER      -  FIRST
 QM0138  VERT ORDER      -  FIRST     CLASS II
 QM0138
 QM0138.The horizontal coordinates were established by classical geodetic methods
 QM0138.and adjusted by the National Geodetic Survey in November 1991.
 QM0138
 QM0138.The orthometric height was determined by differential leveling and
 QM0138.adjusted by the NATIONAL GEODETIC SURVEY
 QM0138.in June 1991.
 QM0138
 QM0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0138.GEOID18 height accuracy estimate available here.
 QM0138
 QM0138.Click photographs - Photos may exist for this station.
 QM0138
 QM0138.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0138
 QM0138.The dynamic height is computed by dividing the NAVD 88
 QM0138.geopotential number by the normal gravity value computed on the
 QM0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0138.degrees latitude (g = 980.6199 gals.).
 QM0138
 QM0138.The modeled gravity was interpolated from observed gravity values.
 QM0138
 QM0138. The following values were computed from the NAD 83(1991) position.
 QM0138
 QM0138;                    North         East     Units Scale Factor Converg.
 QM0138;SPC WI N     -    55,210.955   701,812.308   MT  0.99998500   +0 56 32.5
 QM0138;SPC WI N     -   181,137.94  2,302,529.21   sFT  0.99998500   +0 56 32.5
 QM0138;UTM  16      - 5,057,210.222   368,045.353   MT  0.99981407   -1 12 41.1
 QM0138
 QM0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0138!SPC WI N     -   0.99993146  x   0.99998500  =   0.99991646
 QM0138!UTM  16      -   0.99993146  x   0.99981407  =   0.99974554
 QM0138
 QM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6804557210(NAD 83)
 QM0138
 QM0138                          SUPERSEDED SURVEY CONTROL
 QM0138
 QM0138  NAD 83(1986)-  45 39 21.19346(N)    088 41 37.19546(W) AD(       ) 1
 QM0138  NAD 27      -  45 39 21.33000(N)    088 41 36.81300(W) AD(       ) 1
 QM0138  USSD        -  45 39 21.40900(N)    088 41 36.64400(W) AD(       ) 3
 QM0138  NGVD 29 (??/??/92)  470.720  (m)         1544.35   (f) ADJ UNCH    1 2
 QM0138  NGVD 29             470.72   (m)         1544.4    (f) LEVELING    3  
 QM0138
 QM0138.Superseded values are not recommended for survey control.
 QM0138
 QM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0138.See file dsdata.pdf to determine how the superseded data were derived.
 QM0138
 QM0138_MARKER: DS = TRIANGULATION STATION DISK
 QM0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0138_STAMPING: 1544.354 BIEBEL 1921
 QM0138_MARK LOGO: CGS
 QM0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0138+STABILITY: SURFACE MOTION
 QM0138
 QM0138  HISTORY     - Date     Condition        Report By
 QM0138  HISTORY     - 1921     MONUMENTED       CGS
 QM0138  HISTORY     - 1934     GOOD             CGS
 QM0138  HISTORY     - 1971     SEE DESCRIPTION  USGS
 QM0138  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0138  HISTORY     - 20051205 MARK NOT FOUND   WIDT
 QM0138
 QM0138                          STATION DESCRIPTION
 QM0138
 QM0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0138'STATION IS 75 METERS E OF THE RAILROAD STATION AT LAONA JUNCTION,
 QM0138'ON THE EXTENSION OF THE S RAIL FROM THE W, 50 METERS W OF
 QM0138'RAILROAD CULVERT 253-1/2 P AND 1.83 METERS (6.005 FEET) N
 QM0138'OF THE N RAIL OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0138'MARIE RAILWAY.
 QM0138'
 QM0138'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0138'DISKS SET IN CONCRETE.
 QM0138
 QM0138                          STATION RECOVERY (1934)
 QM0138
 QM0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0138'AT LAONA JUNCTION.
 QM0138'AT LAONA JUNCTION, FOREST COUNTY, 82 YARDS EAST OF THE
 QM0138'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION,
 QM0138'140 FEET WEST OF CULVERT 253-1/2 P, AT A CURVE, IN LINE WITH THE
 QM0138'SOUTH RAIL OF THE WEST TANGENT AND 6.0 FEET NORTH OF THE NORTH
 QM0138'RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED ELEV.
 QM0138'1544.354 FT BIEBEL 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QM0138
 QM0138                          STATION RECOVERY (1971)
 QM0138
 QM0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDS)
 QM0138'PLOTS ON EDGE OF RAILROAD FILL AND PROBABLY DESTROYED BY
 QM0138'RAILROAD GRADER.
 QM0138
 QM0138                          STATION RECOVERY (1985)
 QM0138
 QM0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0138'MARK NOT FOUND.
 QM0138
 QM0138                          STATION RECOVERY (2005)
 QM0138
 QM0138'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0138'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES PLACE THE STATION ON THE
 QM0138'EDGE OF THE RAILROAD BED, BUT NO EVIDENCE OF THE STATION WAS
 QM0138'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0711 ***********************************************************************
 RM0711  HT_MOD      -  This is a Height Modernization Survey Station.
 RM0711  DESIGNATION -  BIG BAY
 RM0711  PID         -  RM0711
 RM0711  STATE/COUNTY-  WI/ASHLAND
 RM0711  COUNTRY     -  US
 RM0711  USGS QUAD   -  MADELINE ISLAND (2018)
 RM0711
 RM0711                         *CURRENT SURVEY CONTROL
 RM0711  ______________________________________________________________________
 RM0711* NAD 83(2011) POSITION- 46 47 41.68906(N) 090 39 07.42121(W)   ADJUSTED
 RM0711* NAD 83(2011) ELLIP HT-   155.312 (meters)        (05/27/14)   ADJUSTED
 RM0711* NAD 83(2011) EPOCH   -  2010.00
 RM0711* NAVD 88 ORTHO HEIGHT -   187.28  (meters)      614.4   (feet) GPS OBS
 RM0711  ______________________________________________________________________
 RM0711  GEOID HEIGHT    -        -31.964 (meters)                     GEOID18
 RM0711  NAD 83(2011) X  -    -49,782.766 (meters)                     COMP
 RM0711  NAD 83(2011) Y  - -4,374,157.181 (meters)                     COMP
 RM0711  NAD 83(2011) Z  -  4,626,299.161 (meters)                     COMP
 RM0711  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 RM0711
 RM0711  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RM0711  Standards:
 RM0711         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RM0711            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RM0711  -------------------------------------------------------------------
 RM0711  NETWORK    0.74   1.10           0.32   0.28   0.56     -0.11874330
 RM0711  -------------------------------------------------------------------
 RM0711  Click here for local accuracies and other accuracy information.
 RM0711
 RM0711.The horizontal coordinates were established by GPS observations
 RM0711.and adjusted by the WI DEPT OF TRANSP in May 2014.
 RM0711
 RM0711.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RM0711.been affixed to the stable North American tectonic plate. See 
 RM0711.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RM0711
 RM0711.The horizontal coordinates are valid at the epoch date displayed above
 RM0711.which is a decimal equivalence of Year/Month/Day.
 RM0711
 RM0711.The orthometric height was determined by GPS observations and a
 RM0711.high-resolution geoid model using precise GPS observation and
 RM0711.processing techniques.
 RM0711
 RM0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0711.GEOID18 height accuracy estimate available here.
 RM0711
 RM0711.Click photographs - Photos may exist for this station.
 RM0711
 RM0711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0711
 RM0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0711
 RM0711.The ellipsoidal height was determined by GPS observations
 RM0711.and is referenced to NAD 83.
 RM0711
 RM0711. The following values were computed from the NAD 83(2011) position.
 RM0711
 RM0711;                    North         East     Units Scale Factor Converg.
 RM0711;SPC WI N     -   181,182.649   550,217.665   MT  1.00000529   -0 28 13.4
 RM0711;SPC WI N     -   594,430.07  1,805,172.46   sFT  1.00000529   -0 28 13.4
 RM0711;UTM  15      - 5,185,050.840   679,182.187   MT  0.99999463   +1 42 42.8
 RM0711
 RM0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0711!SPC WI N     -   0.99997565  x   1.00000529  =   0.99998094
 RM0711!UTM  15      -   0.99997565  x   0.99999463  =   0.99997028
 RM0711
 RM0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7918285050(NAD 83)
 RM0711
 RM0711                          SUPERSEDED SURVEY CONTROL
 RM0711
 RM0711  NAD 83(1996)-  46 47 41.68563(N)    090 39 07.41479(W) AD(       ) 2
 RM0711  NAD 83(1991)-  46 47 41.68569(N)    090 39 07.41390(W) AD(       ) 2
 RM0711  NAD 83(1986)-  46 47 41.67789(N)    090 39 07.40682(W) AD(       ) 2
 RM0711  NAD 27      -  46 47 41.89750(N)    090 39 06.74434(W) AD(       ) 2
 RM0711  NAVD 88 (05/27/14)  187.31   (m)  GEOID12A model used  GPS OBS        
 RM0711  NGVD 29 (07/19/86)  188.8    (m)          619.     (f) VERT ANG       
 RM0711
 RM0711.Superseded values are not recommended for survey control.
 RM0711
 RM0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0711.See file dsdata.pdf to determine how the superseded data were derived.
 RM0711
 RM0711_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0711_SETTING: 66 = SET IN ROCK OUTCROP
 RM0711_STAMPING: BIG BAY 1978
 RM0711_MARK LOGO: NGS
 RM0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0711+STABILITY: POSITION/ELEVATION WELL
 RM0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0711+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 RM0711
 RM0711  HISTORY     - Date     Condition        Report By
 RM0711  HISTORY     - 1978     MONUMENTED       NGS
 RM0711  HISTORY     - 20040529 GOOD             GEOCAC
 RM0711  HISTORY     - 20140101 GOOD             WIDT
 RM0711
 RM0711                          STATION DESCRIPTION
 RM0711
 RM0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0711'THE STATION IS LOCATED ON MADELINE ISLAND, AT THE EAST END OF
 RM0711'BIG BAY POINT, AND ON U.S. NATIONAL PARK SERVICE PROPERTY.
 RM0711'
 RM0711'TO REACH FROM THE POST OFFICE IN LA POINTE AT THE FERRY LANDING,
 RM0711'TURN RIGHT AT THE POST OFFICE AND GO 0.05 MILE SOUTH ON COUNTY
 RM0711'ROAD H TO A STORE AND A SERVICE STATION.  TURN LEFT AND FOLLOW
 RM0711'COUNTY ROAD H EAST FOR 3.8 MILES TO A SHARP CURVE AND A DIRT
 RM0711'ROAD HEADING EAST.  CONTINUE EAST ON THE DIRT ROAD FOR 1.9 MILES
 RM0711'TO A T-JUNCTION.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO A
 RM0711'T-JUNCTION.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 1.1 MILES
 RM0711'TO THE END OF THE ROAD AND A PARKING AREA.  FROM THIS POINT PACK
 RM0711'EAST FOR ABOUT 0.2 MILE ALONG A TRAIL TO A ROCK OUTCROP AND THE
 RM0711'STATION.
 RM0711'
 RM0711'THE STATION IS A STANDARD NGS DISK STAMPED---BIG BAY 1978---,
 RM0711'CEMENTED IN A DRILL HOLE IN A ROCK LEDGE.  IT IS
 RM0711'53.5 FEET EAST FROM A BARBEQUE GRILL IN A PICNIC AREA,
 RM0711'36 FEET NORTH FROM THE SOUTH EDGE OF THE ROCK LEDGE, AND
 RM0711'15.5 FEET WEST FROM THE EAST EDGE OF THE ROCK LEDGE.
 RM0711'
 RM0711'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 RM0711
 RM0711                          STATION RECOVERY (2004)
 RM0711
 RM0711'RECOVERY NOTE BY GEOCACHING 2004 (ED)
 RM0711'MARK SEEMS TO BE VERY STABLE AS MOUNTED
 RM0711
 RM0711                          STATION RECOVERY (2014)
 RM0711
 RM0711'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 RM0711'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO1036 ***********************************************************************
 DO1036  DESIGNATION -  BIG BEAR LK 1
 DO1036  PID         -  DO1036
 DO1036  STATE/COUNTY-  WI/BURNETT
 DO1036  COUNTRY     -  US
 DO1036  USGS QUAD   -  WEBB LAKE (2019)
 DO1036
 DO1036                         *CURRENT SURVEY CONTROL
 DO1036  ______________________________________________________________________
 DO1036* NAD 83(1986) POSITION- 46 01 03.1    (N) 092 08 45.9    (W)   HD_HELD2
 DO1036* NAVD 88 ORTHO HEIGHT -   292.644 (meters)      960.12  (feet) ADJUSTED
 DO1036  ______________________________________________________________________
 DO1036  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 DO1036  DYNAMIC HEIGHT  -        292.671 (meters)      960.20  (feet) COMP
 DO1036  MODELED GRAVITY -    980,696.8   (mgal)                       NAVD 88
 DO1036
 DO1036  VERT ORDER      -  SECOND    CLASS I
 DO1036
 DO1036.The horizontal coordinates were established by autonomous hand held GPS
 DO1036.observations and have an estimated accuracy of +/- 10 meters.
 DO1036
 DO1036.The orthometric height was determined by differential leveling and
 DO1036.adjusted by the NATIONAL GEODETIC SURVEY
 DO1036.in October 2012.
 DO1036
 DO1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1036.GEOID18 height accuracy estimate available here.
 DO1036
 DO1036.Click photographs - Photos may exist for this station.
 DO1036
 DO1036.The dynamic height is computed by dividing the NAVD 88
 DO1036.geopotential number by the normal gravity value computed on the
 DO1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1036.degrees latitude (g = 980.6199 gals.).
 DO1036
 DO1036.The modeled gravity was interpolated from observed gravity values.
 DO1036
 DO1036;                    North         East    Units  Estimated Accuracy
 DO1036;SPC WI N     -    96,813.      433,839.      MT  (+/- 10 meters HH2 GPS)
 DO1036
 DO1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6609996349(NAD 83)
 DO1036
 DO1036                          SUPERSEDED SURVEY CONTROL
 DO1036
 DO1036.No superseded survey control is available for this station.
 DO1036
 DO1036_MARKER: DD = SURVEY DISK
 DO1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1036_STAMPING: BIG BEAR LK 1
 DO1036_MARK LOGO: WI-013
 DO1036_PROJECTION: FLUSH
 DO1036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1036+SATELLITE: SATELLITE OBSERVATIONS - 2011
 DO1036
 DO1036  HISTORY     - Date     Condition        Report By
 DO1036  HISTORY     - 2011     MONUMENTED       WI-013
 DO1036
 DO1036                          STATION DESCRIPTION
 DO1036
 DO1036'DESCRIBED BY BURNETT COUNTY WISCONSIN 2011 (JT)
 DO1036'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST-NORTHEAST OF
 DO1036'YELLOW LAKE, 10.9 MI (17.5 KM) EAST OF DANBURY AND 0.9 MI (1.4 KM)
 DO1036'NORTHWEST OF WEBB LAKE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO1036'
 DO1036'TO REACH FROM THE INTERSECTION OF COUNTY HIGHWAY H WITH LAKE 26 ROAD
 DO1036'IN WEBB LAKE WI, GO NORTHWEST ON COUNTY HIGHWAY H FOR 0.9 MI (1.4 KM)
 DO1036'TO THE STATION ON THE RIGHT.
 DO1036'
 DO1036'THE STATION IS LOCATED 26.5 M (86.9 FT) NORTHEAST OF A POWER POLE,
 DO1036'12.3 M (40.4 FT) EAST OF THE CENTERLINE OF COUNTY ROAD H, 9.5 M (31.2
 DO1036'FT) SOUTH OF TELEPHONE PEDESTAL NUMBER 9000-6, 1 M (3.3 FT) WEST,
 DO1036'NORTHEAST AND SOUTHEAST OF 3 METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7321 ***********************************************************************
 DN7321  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7321  DESIGNATION -  BIG BEND GPS
 DN7321  PID         -  DN7321
 DN7321  STATE/COUNTY-  WI/RUSK
 DN7321  COUNTRY     -  US
 DN7321  USGS QUAD   -  FIRESIDE LAKES (2018)
 DN7321
 DN7321                         *CURRENT SURVEY CONTROL
 DN7321  ______________________________________________________________________
 DN7321* NAD 83(2011) POSITION- 45 21 26.57780(N) 091 20 17.61776(W)   ADJUSTED
 DN7321* NAD 83(2011) ELLIP HT-   299.555 (meters)        (04/15/13)   ADJUSTED
 DN7321* NAD 83(2011) EPOCH   -  2010.00
 DN7321* NAVD 88 ORTHO HEIGHT -   329.91  (meters)     1082.4   (feet) GPS OBS
 DN7321  ______________________________________________________________________
 DN7321  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7321  GEOID HEIGHT    -        -30.357 (meters)                     GEOID12A
 DN7321  GEOID HEIGHT    -        -30.355 (meters)                     GEOID18
 DN7321  NAD 83(2011) X  -   -104,852.356 (meters)                     COMP
 DN7321  NAD 83(2011) Y  - -4,488,404.673 (meters)                     COMP
 DN7321  NAD 83(2011) Z  -  4,515,558.515 (meters)                     COMP
 DN7321  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 DN7321
 DN7321  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7321  Standards:
 DN7321         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7321            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7321  -------------------------------------------------------------------
 DN7321  NETWORK    0.46   0.90           0.21   0.16   0.46      0.13324859
 DN7321  -------------------------------------------------------------------
 DN7321  Click here for local accuracies and other accuracy information.
 DN7321
 DN7321.The horizontal coordinates were established by GPS observations
 DN7321.and adjusted by the National Geodetic Survey in April 2013.
 DN7321
 DN7321.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7321.been affixed to the stable North American tectonic plate. See 
 DN7321.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7321
 DN7321.The horizontal coordinates are valid at the epoch date displayed above
 DN7321.which is a decimal equivalence of Year/Month/Day.
 DN7321
 DN7321.The orthometric height was determined by GPS observations and a
 DN7321.high-resolution geoid model using precise GPS observation and
 DN7321.processing techniques.
 DN7321
 DN7321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7321.GEOID18 height accuracy estimate available here.
 DN7321
 DN7321.Click photographs - Photos may exist for this station.
 DN7321
 DN7321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7321
 DN7321.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7321
 DN7321.The ellipsoidal height was determined by GPS observations
 DN7321.and is referenced to NAD 83.
 DN7321
 DN7321. The following values were computed from the NAD 83(2011) position.
 DN7321
 DN7321;                    North         East     Units Scale Factor Converg.
 DN7321;SPC WI C     -   170,219.172   495,150.293   MT  0.99997596   -0 56 39.2
 DN7321;SPC WI C     -   558,460.73  1,624,505.59   sFT  0.99997596   -0 56 39.2
 DN7321;UTM  15      - 5,023,995.479   630,156.158   MT  0.99980829   +1 10 57.1
 DN7321
 DN7321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7321!SPC WI C     -   0.99995304  x   0.99997596  =   0.99992900
 DN7321!UTM  15      -   0.99995304  x   0.99980829  =   0.99976134
 DN7321
 DN7321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3015623995(NAD 83)
 DN7321
 DN7321                          SUPERSEDED SURVEY CONTROL
 DN7321
 DN7321  NAD 83(2007)-  45 21 26.57781(N)    091 20 17.61838(W) AD(2002.00) 1
 DN7321  ELLIP H (04/06/12)  299.584  (m)                       GP(2002.00) 1 1
 DN7321
 DN7321.Superseded values are not recommended for survey control.
 DN7321
 DN7321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7321.See file dsdata.pdf to determine how the superseded data were derived.
 DN7321
 DN7321_MARKER: DD = SURVEY DISK
 DN7321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7321_STAMPING: BIG BEND GPS 2006
 DN7321_MARK LOGO: WIDT
 DN7321_PROJECTION: FLUSH
 DN7321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7321+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2008
 DN7321
 DN7321  HISTORY     - Date     Condition        Report By
 DN7321  HISTORY     - 2005     MONUMENTED       WIDT
 DN7321  HISTORY     - 20080819 GOOD             WIDT
 DN7321
 DN7321                          STATION DESCRIPTION
 DN7321
 DN7321'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7321'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 WITH COUNTY
 DN7321'HIGHWAY D APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE COMMUNITY OF ISLAND
 DN7321'LAKE, GO NORTH ON STATE HIGHWAY 40 FOR 2.1 MI (3.4 KM) TO PONDELL ROAD
 DN7321'LEFT AND MAHONEY ROAD RIGHT.  TURN RIGHT AND GO EAST AND SOUTH ON
 DN7321'MAHONEY ROAD FOR 0.75 MI (1.2 KM) TO THE STATION ON THE RIGHT.
 DN7321'
 DN7321'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7321'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7321'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7321'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7321'8.8 M (28.9 FT) WEST OF THE CENTERLINE OF MAHONEY ROAD, 0.20 MI (0.3
 DN7321'KM) NORTH OF PRIVATE ENTRANCE NUMBER N1851, 156 M (511.8 FT) NORTH OF
 DN7321'A LEFT CURVE AHEAD SIGN POST, 31.1 M (102.0 FT) NORTHWEST OF POWER
 DN7321'POLE NUMBER NSP 11-07/53, 0.6 M (2.0 FT) EAST OF A METAL FENCE AND 1.0
 DN7321'M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT) NORTHEAST
 DN7321'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7321'
 DN7321'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7321'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7322 ***********************************************************************
 DN7322  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7322  DESIGNATION -  BIG BEND S GPS
 DN7322  PID         -  DN7322
 DN7322  STATE/COUNTY-  WI/RUSK
 DN7322  COUNTRY     -  US
 DN7322  USGS QUAD   -  FIRESIDE LAKES (2018)
 DN7322
 DN7322                         *CURRENT SURVEY CONTROL
 DN7322  ______________________________________________________________________
 DN7322* NAD 83(2011) POSITION- 45 18 58.42162(N) 091 21 23.39341(W)   ADJUSTED
 DN7322* NAD 83(2011) ELLIP HT-   302.412 (meters)        (04/15/13)   ADJUSTED
 DN7322* NAD 83(2011) EPOCH   -  2010.00
 DN7322* NAVD 88 ORTHO HEIGHT -   332.80  (meters)     1091.9   (feet) GPS OBS
 DN7322  ______________________________________________________________________
 DN7322  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7322  GEOID HEIGHT    -        -30.385 (meters)                     GEOID12A
 DN7322  GEOID HEIGHT    -        -30.382 (meters)                     GEOID18
 DN7322  NAD 83(2011) X  -   -106,360.719 (meters)                     COMP
 DN7322  NAD 83(2011) Y  - -4,491,625.410 (meters)                     COMP
 DN7322  NAD 83(2011) Z  -  4,512,345.267 (meters)                     COMP
 DN7322  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 DN7322
 DN7322  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7322  Standards:
 DN7322         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7322            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7322  -------------------------------------------------------------------
 DN7322  NETWORK    0.53   1.00           0.24   0.18   0.51      0.18150645
 DN7322  -------------------------------------------------------------------
 DN7322  Click here for local accuracies and other accuracy information.
 DN7322
 DN7322.The horizontal coordinates were established by GPS observations
 DN7322.and adjusted by the National Geodetic Survey in April 2013.
 DN7322
 DN7322.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7322.been affixed to the stable North American tectonic plate. See 
 DN7322.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7322
 DN7322.The horizontal coordinates are valid at the epoch date displayed above
 DN7322.which is a decimal equivalence of Year/Month/Day.
 DN7322
 DN7322.The orthometric height was determined by GPS observations and a
 DN7322.high-resolution geoid model using precise GPS observation and
 DN7322.processing techniques.
 DN7322
 DN7322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7322.GEOID18 height accuracy estimate available here.
 DN7322
 DN7322.Click photographs - Photos may exist for this station.
 DN7322
 DN7322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7322
 DN7322.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7322
 DN7322.The ellipsoidal height was determined by GPS observations
 DN7322.and is referenced to NAD 83.
 DN7322
 DN7322. The following values were computed from the NAD 83(2011) position.
 DN7322
 DN7322;                    North         East     Units Scale Factor Converg.
 DN7322;SPC WI C     -   165,669.842   493,642.497   MT  0.99997018   -0 57 25.6
 DN7322;SPC WI C     -   543,535.14  1,619,558.76   sFT  0.99997018   -0 57 25.6
 DN7322;UTM  15      - 5,019,394.108   628,818.412   MT  0.99980403   +1 10 07.3
 DN7322
 DN7322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7322!SPC WI C     -   0.99995259  x   0.99997018  =   0.99992277
 DN7322!UTM  15      -   0.99995259  x   0.99980403  =   0.99975663
 DN7322
 DN7322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2881819394(NAD 83)
 DN7322
 DN7322                          SUPERSEDED SURVEY CONTROL
 DN7322
 DN7322  NAD 83(2007)-  45 18 58.42162(N)    091 21 23.39403(W) AD(2002.00) 1
 DN7322  ELLIP H (04/06/12)  302.440  (m)                       GP(2002.00) 1 1
 DN7322
 DN7322.Superseded values are not recommended for survey control.
 DN7322
 DN7322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7322.See file dsdata.pdf to determine how the superseded data were derived.
 DN7322
 DN7322_MARKER: DD = SURVEY DISK
 DN7322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7322_STAMPING: BIG BEND S GPS 2006
 DN7322_MARK LOGO: WIDT
 DN7322_PROJECTION: FLUSH
 DN7322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7322+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2008
 DN7322
 DN7322  HISTORY     - Date     Condition        Report By
 DN7322  HISTORY     - 2005     MONUMENTED       WIDT
 DN7322  HISTORY     - 20080819 GOOD             WIDT
 DN7322
 DN7322                          STATION DESCRIPTION
 DN7322
 DN7322'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7322'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 WITH COUNTY
 DN7322'HIGHWAY D APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE COMMUNITY OF ISLAND
 DN7322'LAKE, GO SOUTH ON STATE HIGHWAY 40 FOR 1.4 MI (2.3 KM) TO MUD LAKE
 DN7322'ROAD LEFT.  TURN LEFT AND GO EAST ON MUD LAKE ROAD FOR 0.70 MI (1.1
 DN7322'KM) TO THE STATION ON THE RIGHT.
 DN7322'
 DN7322'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7322'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7322'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7322'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7322'7.9 M (25.9 FT) SOUTH OF THE CENTERLINE OF MUD LAKE ROAD,
 DN7322'APPROXIMATELY 131 M (429.8 FT) EAST OF PRIVATE ENTRANCE NUMBER W13315,
 DN7322'47.2 M (154.9 FT) WEST OF THE CENTERLINE OF PRIVATE ENTRANCE NUMBER
 DN7322'W13267, 33.9 M (111.2 FT) SOUTHWEST OF A POWER POLE WITH WIRES
 DN7322'CROSSING OVER THE ROAD, 0.5 M (1.6 FT) NORTH OF A WIRE FENCE AND 1.0 M
 DN7322'(3.3 FT) EAST AND 1.0 M (3.3 FT) WEST OF TWO ORANGE 4X4 PLASTIC GUARD
 DN7322'POSTS.
 DN7322'
 DN7322'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7322'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5443 ***********************************************************************
 DN5443  DESIGNATION -  BIG DOCTOR
 DN5443  PID         -  DN5443
 DN5443  STATE/COUNTY-  WI/BURNETT
 DN5443  COUNTRY     -  US
 DN5443  USGS QUAD   -  SIREN WEST (2018)
 DN5443
 DN5443                         *CURRENT SURVEY CONTROL
 DN5443  ______________________________________________________________________
 DN5443* NAD 83(1986) POSITION- 45 47 57.3    (N) 092 23 45.8    (W)   HD_HELD2
 DN5443* NAVD 88 ORTHO HEIGHT -   301.528 (meters)      989.26  (feet) ADJUSTED
 DN5443  ______________________________________________________________________
 DN5443  GEOID HEIGHT    -        -26.901 (meters)                     GEOID18
 DN5443  DYNAMIC HEIGHT  -        301.545 (meters)      989.32  (feet) COMP
 DN5443  MODELED GRAVITY -    980,662.2   (mgal)                       NAVD 88
 DN5443
 DN5443  VERT ORDER      -  SECOND    CLASS I
 DN5443
 DN5443.The horizontal coordinates were established by autonomous hand held GPS
 DN5443.observations and have an estimated accuracy of +/- 10 meters.
 DN5443
 DN5443.The orthometric height was determined by differential leveling and
 DN5443.adjusted by the WI DEPT OF TRANSP
 DN5443.in May 2012.
 DN5443
 DN5443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5443.GEOID18 height accuracy estimate available here.
 DN5443
 DN5443.Click photographs - Photos may exist for this station.
 DN5443
 DN5443.The dynamic height is computed by dividing the NAVD 88
 DN5443.geopotential number by the normal gravity value computed on the
 DN5443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5443.degrees latitude (g = 980.6199 gals.).
 DN5443
 DN5443.The modeled gravity was interpolated from observed gravity values.
 DN5443
 DN5443;                    North         East    Units  Estimated Accuracy
 DN5443;SPC WI N     -    73,117.      413,758.      MT  (+/- 10 meters HH2 GPS)
 DN5443
 DN5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4693371920(NAD 83)
 DN5443
 DN5443                          SUPERSEDED SURVEY CONTROL
 DN5443
 DN5443.No superseded survey control is available for this station.
 DN5443
 DN5443_MARKER: DB = BENCH MARK DISK
 DN5443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5443_STAMPING: BIG DOCTOR 2010
 DN5443_MARK LOGO: WI-013
 DN5443_PROJECTION: FLUSH
 DN5443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5443+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5443
 DN5443  HISTORY     - Date     Condition        Report By
 DN5443  HISTORY     - 2010     MONUMENTED       WI-013
 DN5443  HISTORY     - 20110214 GOOD             GEOSPC
 DN5443
 DN5443                          STATION DESCRIPTION
 DN5443
 DN5443'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5443'THE STATION IS LOCATED 1.2 MI (1.9 KM) NORTHWEST OF SIREN, WI.
 DN5443'
 DN5443'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5443'HIGHWAY 70 (WEST) WITH COUNTY HIGHWAY B (EAST), GO NORTH ON STATE
 DN5443'HIGHWAY 35 FOR 0.2 MI (0.3 KM) TO MAIN STREET.  TURN LEFT AND GO WEST
 DN5443'ON MAIN STREET FOR 0.3 MI (0.5 KM) TO ELLIS AVENUE.  TURN RIGHT AND GO
 DN5443'NORTH ON ELLIS AVENUE FOR 0.8 MI (1.3 KM) TO BIG DOCTOR LAKE ROAD ON
 DN5443'THE LEFT.  TURN LEFT AND GO WEST ON BIG DOCTOR LAKE ROAD FOR 0.4 MI
 DN5443'(0.6 KM) TO THE STATION ON THE RIGHT.
 DN5443'
 DN5443'THE STATION IS LOCATED 30 FT (9.1 M) NORTH OF CENTER OF GRAVEL OF BIG
 DN5443'DOCTOR LAKE ROAD, 200 FT (61.0 M) EAST OF PRIVATE ENTRANCE NUMBER
 DN5443''8039-8097', 3 FT (0.9 M) SOUTH, NORTHEAST AND NORTHWEST OF THREE
 DN5443'METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8623 ***********************************************************************
 DP8623  DESIGNATION -  BIG EDDY FALLS GPS
 DP8623  PID         -  DP8623
 DP8623  STATE/COUNTY-  WI/MENOMINEE
 DP8623  COUNTRY     -  US
 DP8623  USGS QUAD   -  KESHENA (2019)
 DP8623
 DP8623                         *CURRENT SURVEY CONTROL
 DP8623  ______________________________________________________________________
 DP8623* NAD 83(2011) POSITION- 44 57 48.86559(N) 088 37 44.79213(W)   ADJUSTED
 DP8623* NAD 83(2011) ELLIP HT-   239.793 (meters)        (04/14/17)   ADJUSTED
 DP8623* NAD 83(2011) EPOCH   -  2010.00
 DP8623* NAVD 88 ORTHO HEIGHT -   275.789 (meters)      904.82  (feet) ADJUSTED
 DP8623  ______________________________________________________________________
 DP8623  GEOID HEIGHT    -        -35.993 (meters)                     GEOID18
 DP8623  NAD 83(2011) X  -    108,152.629 (meters)                     COMP
 DP8623  NAD 83(2011) Y  - -4,519,328.151 (meters)                     COMP
 DP8623  NAD 83(2011) Z  -  4,484,654.513 (meters)                     COMP
 DP8623  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 DP8623  DYNAMIC HEIGHT  -        275.755 (meters)      904.71  (feet) COMP
 DP8623  MODELED GRAVITY -    980,487.6   (mgal)                       NAVD 88
 DP8623
 DP8623  VERT ORDER      -  SECOND    CLASS I
 DP8623
 DP8623  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8623  Standards:
 DP8623         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8623            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8623  -------------------------------------------------------------------
 DP8623  NETWORK    0.57   0.73           0.25   0.21   0.37     -0.09896544
 DP8623  -------------------------------------------------------------------
 DP8623  Click here for local accuracies and other accuracy information.
 DP8623
 DP8623.The horizontal coordinates were established by GPS observations
 DP8623.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8623
 DP8623.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8623.been affixed to the stable North American tectonic plate. See 
 DP8623.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8623
 DP8623.The horizontal coordinates are valid at the epoch date displayed above
 DP8623.which is a decimal equivalence of Year/Month/Day.
 DP8623
 DP8623.The orthometric height was determined by differential leveling and
 DP8623.adjusted by the NATIONAL GEODETIC SURVEY
 DP8623.in February 2017.
 DP8623
 DP8623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8623.GEOID18 height accuracy estimate available here.
 DP8623
 DP8623.Click photographs - Photos may exist for this station.
 DP8623
 DP8623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8623
 DP8623.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8623
 DP8623.The ellipsoidal height was determined by GPS observations
 DP8623.and is referenced to NAD 83.
 DP8623
 DP8623.The dynamic height is computed by dividing the NAVD 88
 DP8623.geopotential number by the normal gravity value computed on the
 DP8623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8623.degrees latitude (g = 980.6199 gals.).
 DP8623
 DP8623.The modeled gravity was interpolated from observed gravity values.
 DP8623
 DP8623. The following values were computed from the NAD 83(2011) position.
 DP8623
 DP8623;                    North         East     Units Scale Factor Converg.
 DP8623;SPC WI C     -   126,504.145   708,147.464   MT  0.99994187   +0 58 02.2
 DP8623;SPC WI C     -   415,039.02  2,323,313.80   sFT  0.99994187   +0 58 02.2
 DP8623;UTM  16      - 4,980,194.846   371,519.918   MT  0.99980298   -1 09 05.0
 DP8623
 DP8623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8623!SPC WI C     -   0.99996240  x   0.99994187  =   0.99990428
 DP8623!UTM  16      -   0.99996240  x   0.99980298  =   0.99976539
 DP8623
 DP8623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7151980194(NAD 83)
 DP8623
 DP8623                          SUPERSEDED SURVEY CONTROL
 DP8623
 DP8623.No superseded survey control is available for this station.
 DP8623
 DP8623_MARKER: DD = SURVEY DISK
 DP8623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8623_STAMPING: BIG EDDY FALLS GPS 2013
 DP8623_MARK LOGO: WIDT
 DP8623_PROJECTION: FLUSH
 DP8623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8623+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DP8623
 DP8623  HISTORY     - Date     Condition        Report By
 DP8623  HISTORY     - 2013     MONUMENTED       WIDT
 DP8623  HISTORY     - 20140702 GOOD             WIDT
 DP8623  HISTORY     - 20150201 GOOD             WIDT
 DP8623
 DP8623                          STATION DESCRIPTION
 DP8623
 DP8623'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8623'THE STATION IS APPROXIMATELY 13 MI (20.9 KM) WEST-SOUTHWEST OF SURING,
 DP8623'6 MI (9.7 KM) NORTHEAST OF MIDDLE VILLAGE AND 6 MI (9.7 KM) NORTH OF
 DP8623'KESHENA.
 DP8623'
 DP8623'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DP8623'HIGHWAY 55, ABOUT 1 MI (1.6 KM) NORTHWEST OF KESHENA, GO NORTH ON
 DP8623'STATE HIGHWAY 55 FOR 5.5 MI (8.8 KM) TO TRAMPE ROAD ON THE LEFT.
 DP8623'CONTINUE NORTH ON STATE HIGHWAY 55 FOR 75 M (246.1 FT) TO THE STATION
 DP8623'ON THE RIGHT.
 DP8623'
 DP8623'THE STATION IS LOCATED 8 M (26.2 FT) EAST OF THE CENTERLINE OF STATE
 DP8623'HIGHWAY 55, 69 M (226.4 FT) SOUTH OF THE CENTERLINE OF DICKIE ROAD, 75
 DP8623'M (246.1 FT) NORTH OF THE CENTERLINE OF TRAMPE ROAD, OPPOSITE THE
 DP8623'HIGHWAY FROM A PRIVATE RESIDENCE -N3055 STATE HIGHWAY 55- AND LOCATED
 DP8623'IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD POSTS.
 DP8623'
 DP8623'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8623'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST OF THE
 DP8623'STATION EXTENDING TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A
 DP8623'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DP8623'STATION DISK SET IN A THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DP8623'POST 2.4 M (7.9 FT) DEEP AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DP8623
 DP8623                          STATION RECOVERY (2015)
 DP8623
 DP8623'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DP8623'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5124 ***********************************************************************
 DK5124  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5124  DESIGNATION -  BIG FALLS GPS
 DK5124  PID         -  DK5124
 DK5124  STATE/COUNTY-  WI/WAUPACA
 DK5124  COUNTRY     -  US
 DK5124  USGS QUAD   -  BIG FALLS (2018)
 DK5124
 DK5124                         *CURRENT SURVEY CONTROL
 DK5124  ______________________________________________________________________
 DK5124* NAD 83(2011) POSITION- 44 35 57.45742(N) 089 00 03.58523(W)   ADJUSTED
 DK5124* NAD 83(2011) ELLIP HT-   232.741 (meters)        (06/27/12)   ADJUSTED
 DK5124* NAD 83(2011) EPOCH   -  2010.00
 DK5124* NAVD 88 ORTHO HEIGHT -   269.09  (meters)      882.8   (feet) GPS OBS
 DK5124  ______________________________________________________________________
 DK5124  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5124  GEOID HEIGHT    -        -36.353 (meters)                     GEOID12A
 DK5124  GEOID HEIGHT    -        -36.346 (meters)                     GEOID18
 DK5124  NAD 83(2011) X  -     79,314.266 (meters)                     COMP
 DK5124  NAD 83(2011) Y  - -4,548,441.967 (meters)                     COMP
 DK5124  NAD 83(2011) Z  -  4,455,914.775 (meters)                     COMP
 DK5124  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 DK5124
 DK5124  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5124  Standards:
 DK5124         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5124            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5124  -------------------------------------------------------------------
 DK5124  NETWORK    0.29   0.27           0.13   0.10   0.14     -0.00253883
 DK5124  -------------------------------------------------------------------
 DK5124  Click here for local accuracies and other accuracy information.
 DK5124
 DK5124.The horizontal coordinates were established by GPS observations
 DK5124.and adjusted by the National Geodetic Survey in June 2012.
 DK5124
 DK5124.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5124.been affixed to the stable North American tectonic plate. See 
 DK5124.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5124
 DK5124.The horizontal coordinates are valid at the epoch date displayed above
 DK5124.which is a decimal equivalence of Year/Month/Day.
 DK5124
 DK5124.The orthometric height was determined by GPS observations and a
 DK5124.high-resolution geoid model using precise GPS observation and
 DK5124.processing techniques.
 DK5124
 DK5124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5124.GEOID18 height accuracy estimate available here.
 DK5124
 DK5124.Click photographs - Photos may exist for this station.
 DK5124
 DK5124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5124
 DK5124.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5124
 DK5124.The ellipsoidal height was determined by GPS observations
 DK5124.and is referenced to NAD 83.
 DK5124
 DK5124. The following values were computed from the NAD 83(2011) position.
 DK5124
 DK5124;                    North         East     Units Scale Factor Converg.
 DK5124;SPC WI C     -    85,599.848   679,309.613   MT  0.99995232   +0 42 17.5
 DK5124;SPC WI C     -   280,838.83  2,228,701.62   sFT  0.99995232   +0 42 17.5
 DK5124;UTM  16      - 4,940,386.062   341,195.048   MT  0.99991014   -1 24 19.0
 DK5124
 DK5124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5124!SPC WI C     -   0.99996351  x   0.99995232  =   0.99991583
 DK5124!UTM  16      -   0.99996351  x   0.99991014  =   0.99987365
 DK5124
 DK5124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4119540386(NAD 83)
 DK5124
 DK5124                          SUPERSEDED SURVEY CONTROL
 DK5124
 DK5124  NAD 83(2007)-  44 35 57.45752(N)    089 00 03.58602(W) AD(2002.00) 1
 DK5124  ELLIP H (07/29/08)  232.773  (m)                       GP(2002.00) 3 1
 DK5124  NAVD 88 (07/29/08)  269.07   (m)  GEOID03  model used  GPS OBS        
 DK5124
 DK5124.Superseded values are not recommended for survey control.
 DK5124
 DK5124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5124.See file dsdata.pdf to determine how the superseded data were derived.
 DK5124
 DK5124_MARKER: DD = SURVEY DISK
 DK5124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5124_STAMPING: BIG FALLS GPS 1994
 DK5124_MARK LOGO: WIDT
 DK5124_PROJECTION: FLUSH
 DK5124_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5124+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DK5124
 DK5124  HISTORY     - Date     Condition        Report By
 DK5124  HISTORY     - 1994     MONUMENTED       WI-135
 DK5124  HISTORY     - 20070110 GOOD             WIDT
 DK5124  HISTORY     - 20101019 GOOD             WIDT
 DK5124
 DK5124                          STATION DESCRIPTION
 DK5124
 DK5124'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DK5124'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DK5124'HIGHWAY E TO THE SOUTH ABOUT 1 MI (1.6 KM) SOUTHEAST OF THE VILLAGE OF
 DK5124'BIG FALLS, GO SOUTH ON COUNTY HIGHWAY E FOR 0.4 MI (0.6 KM) TO CARLSON
 DK5124'ROAD ON THE RIGHT, CONTINUE SOUTH ON COUNTY HIGHWAY E FOR 0.15 MI (0.2
 DK5124'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WIS. DEPT.
 DK5124'OF TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DK5124'40-CM (16 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5124'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DK5124'STATION IS 9.1 M (29.9 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY E,
 DK5124'79 M (259.2 FT) SOUTH OF A PRIVATE ENTRANCE --N9957--, 18.8 M (61.7
 DK5124'FT) WEST OF A POWER POLE --25-12-36 0/31--, 1.0 M (3.3 FT) NORTH,
 DK5124'SOUTH, AND WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 0.1 M (0.3
 DK5124'FT) WEST OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION
 DK5124'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5124'HORIZON.
 DK5124
 DK5124                          STATION RECOVERY (2010)
 DK5124
 DK5124'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5124'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS APPROXIMATELY 78.5
 DK5124'M SOUTH OF PRIVATE ENTRANCE --N9957--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1267 ***********************************************************************
 PN1267  DESIGNATION -  BIG FLATS
 PN1267  PID         -  PN1267
 PN1267  STATE/COUNTY-  WI/ADAMS
 PN1267  COUNTRY     -  US
 PN1267  USGS QUAD   -  ROCHE A CRI (2018)
 PN1267
 PN1267                         *CURRENT SURVEY CONTROL
 PN1267  ______________________________________________________________________
 PN1267* NAD 83(1991) POSITION- 44 06 41.46024(N) 089 48 27.96335(W)   ADJUSTED
 PN1267* NAVD 88 ORTHO HEIGHT -   302.1   (meters)      991.    (feet) VERTCON3
 PN1267  ______________________________________________________________________
 PN1267  GEOID HEIGHT    -        -35.467 (meters)                     GEOID18
 PN1267  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 PN1267  HORZ ORDER      -  SECOND
 PN1267
 PN1267.The horizontal coordinates were established by classical geodetic methods
 PN1267.and adjusted by the National Geodetic Survey in November 1991.
 PN1267
 PN1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1267
 PN1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1267.GEOID18 height accuracy estimate available here.
 PN1267
 PN1267.Click photographs - Photos may exist for this station.
 PN1267
 PN1267.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1267
 PN1267. The following values were computed from the NAD 83(1991) position.
 PN1267
 PN1267;                    North         East     Units Scale Factor Converg.
 PN1267;SPC WI S     -   234,595.794   615,389.453   MT  1.00000942   +0 07 55.5
 PN1267;SPC WI S     -   769,669.70  2,018,990.23   sFT  1.00000942   +0 07 55.5
 PN1267;UTM  16      - 4,888,092.570   275,308.877   MT  1.00022096   -1 57 18.7
 PN1267
 PN1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1267!SPC WI S     -   0.99995819  x   1.00000942  =   0.99996761
 PN1267!UTM  16      -   0.99995819  x   1.00022096  =   1.00017915
 PN1267
 PN1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7530888092(NAD 83)
 PN1267
 PN1267|---------------------------------------------------------------------|
 PN1267| PID    Reference Object                     Distance      Geod. Az  |
 PN1267|                                                           dddmmss.s |
 PN1267| CS5233 BIG FLATS RM 1                       48.064 METERS 04708     |
 PN1267| CS5234 BIG FLATS RM 2                       32.501 METERS 26849     |
 PN1267|---------------------------------------------------------------------|
 PN1267
 PN1267                          SUPERSEDED SURVEY CONTROL
 PN1267
 PN1267  NAD 83(1986)-  44 06 41.45787(N)    089 48 27.97077(W) AD(       ) 2
 PN1267  NGVD 29 (02/11/91)  302.1    (m)          991.     (f) VERT ANG       
 PN1267
 PN1267.Superseded values are not recommended for survey control.
 PN1267
 PN1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1267.See file dsdata.pdf to determine how the superseded data were derived.
 PN1267
 PN1267_MARKER: DE = TRAVERSE STATION DISK
 PN1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1267_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1267+STABILITY: SURFACE MOTION
 PN1267
 PN1267  HISTORY     - Date     Condition        Report By
 PN1267  HISTORY     - 1979     MONUMENTED       WIDT
 PN1267  HISTORY     - 19950902 GOOD             USPSQD
 PN1267
 PN1267                          STATION DESCRIPTION
 PN1267
 PN1267'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1267'THE STATION IS LOCATED ALONG STH 13 ON THE EAST HIGHWAY RIGHT OF WAY
 PN1267'ABOUT 140 FEET SOUTH OF THE JUNCTION OF STH 13 AND CTH C IN BIG FLATS.
 PN1267'
 PN1267'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BIG FLATS 1979---.
 PN1267'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1267'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 64.5
 PN1267'FEET NORTH OF THE CENTER OF A PRIVATE ENTRANCE, 49.5 FEET EAST OF THE
 PN1267'CENTER OF STH 13, 16.5 FEET NORTHWEST OF A POWER POLE, 16.0 FEET
 PN1267'SOUTHWEST OF A TELEPHONE PEDESTAL, 10.5 FEET WEST OF A WOODEN RIGHT OF
 PN1267'WAY POST, AND 10.5 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND
 PN1267'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1267'
 PN1267'REFERENCE MARK 1 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1267'CIRCULAR ALUMINUM CAP DRIVEN FLUSH WITH THE GROUND SURFACE.  THE CAP
 PN1267'CONTAINS A MAGNET AND IS STAMPED---BIG FLATS RM 1 1979---.  IT IS
 PN1267'163.5 FEET EAST OF THE CENTER OF STH 13, 37 FEET NORTH NORTHWEST OF
 PN1267'THE NORTHEAST CORNER OF A GARAGE, 33.5 FEET SOUTH OF THE CENTER OF CTH
 PN1267'C, 2 FEET WEST OF A WOODEN RIGHT OF WAY POST, AND LEVEL WITH THE
 PN1267'STATION.
 PN1267'
 PN1267'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BIG FLATS RM 2
 PN1267'1979---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1267'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 140 FEET SOUTH
 PN1267'OF THE CENTER OF CTH C, 57 FEET WEST OF THE CENTER OF STH 13, 54.5
 PN1267'FEET SOUTHWEST OF THE WEST END OF A CULVERT PIPE UNDER STH 13, 2.5
 PN1267'FEET EAST OF A RIGHT OF WAY POST, AND LEVEL WITH THE STATION.
 PN1267'
 PN1267'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.52 METERS.
 PN1267
 PN1267                          STATION RECOVERY (1995)
 PN1267
 PN1267'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5655 ***********************************************************************
 DH5655  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5655  DESIGNATION -  BIG FLATS E GPS
 DH5655  PID         -  DH5655
 DH5655  STATE/COUNTY-  WI/ADAMS
 DH5655  COUNTRY     -  US
 DH5655  USGS QUAD   -  ARKDALE NE (2018)
 DH5655
 DH5655                         *CURRENT SURVEY CONTROL
 DH5655  ______________________________________________________________________
 DH5655* NAD 83(2011) POSITION- 44 07 34.43462(N) 089 45 13.19127(W)   ADJUSTED
 DH5655* NAD 83(2011) ELLIP HT-   273.167 (meters)        (06/27/12)   ADJUSTED
 DH5655* NAD 83(2011) EPOCH   -  2010.00
 DH5655* NAVD 88 ORTHO HEIGHT -   308.70  (meters)     1012.8   (feet) GPS OBS
 DH5655  ______________________________________________________________________
 DH5655  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5655  GEOID HEIGHT    -        -35.532 (meters)                     GEOID12A
 DH5655  GEOID HEIGHT    -        -35.534 (meters)                     GEOID18
 DH5655  NAD 83(2011) X  -     19,716.498 (meters)                     COMP
 DH5655  NAD 83(2011) Y  - -4,585,875.627 (meters)                     COMP
 DH5655  NAD 83(2011) Z  -  4,418,360.563 (meters)                     COMP
 DH5655  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 DH5655
 DH5655  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5655  Standards:
 DH5655         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5655            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5655  -------------------------------------------------------------------
 DH5655  NETWORK    0.20   0.29           0.09   0.07   0.15      0.09945632
 DH5655  -------------------------------------------------------------------
 DH5655  Click here for local accuracies and other accuracy information.
 DH5655
 DH5655.The horizontal coordinates were established by GPS observations
 DH5655.and adjusted by the National Geodetic Survey in June 2012.
 DH5655
 DH5655.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5655.been affixed to the stable North American tectonic plate. See 
 DH5655.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5655
 DH5655.The horizontal coordinates are valid at the epoch date displayed above
 DH5655.which is a decimal equivalence of Year/Month/Day.
 DH5655
 DH5655.The orthometric height was determined by GPS observations and a
 DH5655.high-resolution geoid model using precise GPS observation and
 DH5655.processing techniques.
 DH5655
 DH5655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5655.GEOID18 height accuracy estimate available here.
 DH5655
 DH5655.Click photographs - Photos may exist for this station.
 DH5655
 DH5655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5655
 DH5655.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5655
 DH5655.The ellipsoidal height was determined by GPS observations
 DH5655.and is referenced to NAD 83.
 DH5655
 DH5655. The following values were computed from the NAD 83(2011) position.
 DH5655
 DH5655;                    North         East     Units Scale Factor Converg.
 DH5655;SPC WI S     -   236,242.258   619,715.936   MT  1.00001264   +0 10 09.3
 DH5655;SPC WI S     -   775,071.47  2,033,184.70   sFT  1.00001264   +0 10 09.3
 DH5655;UTM  16      - 4,889,580.659   279,693.325   MT  1.00019696   -1 55 04.7
 DH5655
 DH5655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5655!SPC WI S     -   0.99995717  x   1.00001264  =   0.99996981
 DH5655!UTM  16      -   0.99995717  x   1.00019696  =   1.00015412
 DH5655
 DH5655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7969389580(NAD 83)
 DH5655
 DH5655                          SUPERSEDED SURVEY CONTROL
 DH5655
 DH5655  NAD 83(2007)-  44 07 34.43464(N)    089 45 13.19210(W) AD(2002.00) 0
 DH5655  ELLIP H (02/10/07)  273.204  (m)                       GP(2002.00)    
 DH5655  NAD 83(1997)-  44 07 34.43472(N)    089 45 13.19249(W) AD(       ) 1
 DH5655  ELLIP H (08/01/05)  273.206  (m)                       GP(       ) 2 1
 DH5655  NAVD 88 (07/26/07)  308.69   (m)  GEOID03  model used  GPS OBS        
 DH5655
 DH5655.Superseded values are not recommended for survey control.
 DH5655
 DH5655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5655.See file dsdata.pdf to determine how the superseded data were derived.
 DH5655
 DH5655_MARKER: DD = SURVEY DISK
 DH5655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5655_STAMPING: BIG FLATS E GPS 2004
 DH5655_MARK LOGO: WIDT
 DH5655_PROJECTION: FLUSH
 DH5655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5655+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DH5655
 DH5655  HISTORY     - Date     Condition        Report By
 DH5655  HISTORY     - 2003     MONUMENTED       WIDT
 DH5655  HISTORY     - 20100524 GOOD             WIDT
 DH5655
 DH5655                          STATION DESCRIPTION
 DH5655
 DH5655'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5655'OWNERSHIP--TOWN OF BIG FLATS.  TO REACH THE STATION FROM THE JUNCTION
 DH5655'OF STATE HIGHWAY  13 WITH COUNTY HIGHWAY C ABOUT 10 MI NORTH OF THE
 DH5655'VILLAGE OF FRIENDSHIP, GO NORTH ON  STATE HIGHWAY 13 FOR 1.0 MI TO
 DH5655'BIGHORN AVENUE, TURN RIGHT AND GO EAST ON BIGHORN  AVENUE FOR 2.5 MI
 DH5655'TO 9TH AVENUE, CONTINUE EAST ON BIGHORN AVENUE FOR 0.2 MI TO THE
 DH5655'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5655'TRANSPORTATION  GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5655'A 41-CM DIAMETER CONCRETE POST  ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5655'THE STATION IS 7.8 M SOUTH OF THE CENTERLINE OF  BIGHORN AVENUE, 19 M
 DH5655'WEST OF THE EXTENDED CENTERLINE OF THE EASTERNMOST ENTRANCE TO
 DH5655'NIEBULL CEMETERY, 3.0 M NORTH OF A BARBED WIRE FENCE, AND 1.0 M EAST
 DH5655'AND WEST OF TWO  ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DH5655'STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 20 DEGREES
 DH5655'ABOVE THE HORIZON.
 DH5655
 DH5655                          STATION RECOVERY (2010)
 DH5655
 DH5655'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5655'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.30 MILE WEST OF
 DH5655'8TH DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5645 ***********************************************************************
 DH5645  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5645  DESIGNATION -  BIG FLATS GPS
 DH5645  PID         -  DH5645
 DH5645  STATE/COUNTY-  WI/ADAMS
 DH5645  COUNTRY     -  US
 DH5645  USGS QUAD   -  ROCHE A CRI (2018)
 DH5645
 DH5645                         *CURRENT SURVEY CONTROL
 DH5645  ______________________________________________________________________
 DH5645* NAD 83(2011) POSITION- 44 07 25.28136(N) 089 49 04.12006(W)   ADJUSTED
 DH5645* NAD 83(2011) ELLIP HT-   269.486 (meters)        (06/27/12)   ADJUSTED
 DH5645* NAD 83(2011) EPOCH   -  2010.00
 DH5645* NAVD 88 ORTHO HEIGHT -   304.95  (meters)     1000.5   (feet) GPS OBS
 DH5645  ______________________________________________________________________
 DH5645  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5645  GEOID HEIGHT    -        -35.461 (meters)                     GEOID12A
 DH5645  GEOID HEIGHT    -        -35.461 (meters)                     GEOID18
 DH5645  NAD 83(2011) X  -     14,582.875 (meters)                     COMP
 DH5645  NAD 83(2011) Y  - -4,586,088.888 (meters)                     COMP
 DH5645  NAD 83(2011) Z  -  4,418,155.194 (meters)                     COMP
 DH5645  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 DH5645
 DH5645  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5645  Standards:
 DH5645         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5645            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5645  -------------------------------------------------------------------
 DH5645  NETWORK    0.22   0.33           0.10   0.08   0.17      0.08638743
 DH5645  -------------------------------------------------------------------
 DH5645  Click here for local accuracies and other accuracy information.
 DH5645
 DH5645.The horizontal coordinates were established by GPS observations
 DH5645.and adjusted by the National Geodetic Survey in June 2012.
 DH5645
 DH5645.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5645.been affixed to the stable North American tectonic plate. See 
 DH5645.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5645
 DH5645.The horizontal coordinates are valid at the epoch date displayed above
 DH5645.which is a decimal equivalence of Year/Month/Day.
 DH5645
 DH5645.The orthometric height was determined by GPS observations and a
 DH5645.high-resolution geoid model using precise GPS observation and
 DH5645.processing techniques.
 DH5645
 DH5645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5645.GEOID18 height accuracy estimate available here.
 DH5645
 DH5645.Click photographs - Photos may exist for this station.
 DH5645
 DH5645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5645
 DH5645.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5645
 DH5645.The ellipsoidal height was determined by GPS observations
 DH5645.and is referenced to NAD 83.
 DH5645
 DH5645. The following values were computed from the NAD 83(2011) position.
 DH5645
 DH5645;                    North         East     Units Scale Factor Converg.
 DH5645;SPC WI S     -   235,946.546   614,582.449   MT  1.00001208   +0 07 30.7
 DH5645;SPC WI S     -   774,101.29  2,016,342.58   sFT  1.00001208   +0 07 30.7
 DH5645;UTM  16      - 4,889,472.114   274,551.451   MT  1.00022515   -1 57 45.4
 DH5645
 DH5645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5645!SPC WI S     -   0.99995775  x   1.00001208  =   0.99996983
 DH5645!UTM  16      -   0.99995775  x   1.00022515  =   1.00018289
 DH5645
 DH5645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7455189472(NAD 83)
 DH5645
 DH5645                          SUPERSEDED SURVEY CONTROL
 DH5645
 DH5645  NAD 83(2007)-  44 07 25.28134(N)    089 49 04.12093(W) AD(2002.00) 0
 DH5645  ELLIP H (02/10/07)  269.523  (m)                       GP(2002.00)    
 DH5645  NAD 83(1997)-  44 07 25.28140(N)    089 49 04.12135(W) AD(       ) 1
 DH5645  ELLIP H (08/01/05)  269.523  (m)                       GP(       ) 2 1
 DH5645  NAVD 88 (07/26/07)  304.93   (m)  GEOID03  model used  GPS OBS        
 DH5645
 DH5645.Superseded values are not recommended for survey control.
 DH5645
 DH5645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5645.See file dsdata.pdf to determine how the superseded data were derived.
 DH5645
 DH5645_MARKER: DD = SURVEY DISK
 DH5645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5645_STAMPING: BIG FLATS GPS 2004
 DH5645_MARK LOGO: WIDT
 DH5645_PROJECTION: FLUSH
 DH5645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5645+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DH5645
 DH5645  HISTORY     - Date     Condition        Report By
 DH5645  HISTORY     - 2003     MONUMENTED       WIDT
 DH5645  HISTORY     - 20060924 GOOD             USPSQD
 DH5645  HISTORY     - 20100524 GOOD             WIDT
 DH5645
 DH5645                          STATION DESCRIPTION
 DH5645
 DH5645'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5645'OWNERSHIP--TOWN OF BIG FLATS.  TO REACH THE STATION FROM THE JUNCTION
 DH5645'OF STATE HIGHWAY  13 WITH COUNTY HIGHWAY C ABOUT 10 MI NORTH OF THE
 DH5645'VILLAGE OF FRIENDSHIP, GO WEST ON  COUNTY HIGHWAY C FOR 0.5 MI TO 13TH
 DH5645'AVENUE, TURN RIGHT AND GO NORTH ON 13TH AVENUE FOR  0.8 MI TO THE
 DH5645'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5645'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5645'A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5645'THE STATION IS 6.0 M EAST OF THE  CENTERLINE OF 13TH AVENUE, 98 M
 DH5645'SOUTH OF THE SOUTH EDGE OF ELECTRICAL CABINET --SP186--, 90  M NORTH
 DH5645'OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --925--, 0.9 M NORTH OF
 DH5645'AN  ORANGE 4X4 PLASTIC WITNESS POST, 0.9 M SOUTH OF AN ORANGE 4X4
 DH5645'PLASTIC WITNESS POST,  AND 0.6 M WEST OF A BARBED WIRE FENCE.
 DH5645'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER
 DH5645'THAN 20 DEGREES ABOVE THE HORIZON.
 DH5645
 DH5645                          STATION RECOVERY (2006)
 DH5645
 DH5645'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DH5645'RECOVERED IN GOOD CONDITION.
 DH5645
 DH5645                          STATION RECOVERY (2010)
 DH5645
 DH5645'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5645'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 8.6 M SOUTH OF THE
 DH5645'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --921--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0409 ***********************************************************************
 PM0409  DESIGNATION -  BIG HILL
 PM0409  PID         -  PM0409
 PM0409  STATE/COUNTY-  WI/DOOR
 PM0409  COUNTRY     -  US
 PM0409  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0409
 PM0409                         *CURRENT SURVEY CONTROL
 PM0409  ______________________________________________________________________
 PM0409* NAD 83(1991) POSITION- 44 50 25.49902(N) 087 22 09.07051(W)   ADJUSTED
 PM0409* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 PM0409  ______________________________________________________________________
 PM0409  GEOID HEIGHT    -        -36.786 (meters)                     GEOID18
 PM0409  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 PM0409  HORZ ORDER      -  SECOND
 PM0409
 PM0409.The horizontal coordinates were established by classical geodetic methods
 PM0409.and adjusted by the National Geodetic Survey in November 1991.
 PM0409
 PM0409.The orthometric height was scaled from a topographic map.
 PM0409
 PM0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0409.GEOID18 height accuracy estimate available here.
 PM0409
 PM0409.Click photographs - Photos may exist for this station.
 PM0409
 PM0409.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0409
 PM0409. The following values were computed from the NAD 83(1991) position.
 PM0409
 PM0409;                    North         East     Units Scale Factor Converg.
 PM0409;SPC WI C     -   115,274.544   807,957.660   MT  0.99994090   +1 51 22.5
 PM0409;SPC WI C     -   378,196.57  2,650,774.42   sFT  0.99994090   +1 51 22.5
 PM0409;UTM  16      - 4,965,289.220   470,821.816   MT  0.99961047   -0 15 37.2
 PM0409
 PM0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0409!SPC WI C     -   0.99997191  x   0.99994090  =   0.99991281
 PM0409!UTM  16      -   0.99997191  x   0.99961047  =   0.99958239
 PM0409
 PM0409:                Primary Azimuth Mark                     Grid Az
 PM0409:SPC WI C     -  STURGEON BAY RADIO WOKW MAST             137 00 16.0
 PM0409:UTM  16      -  STURGEON BAY RADIO WOKW MAST             139 07 15.7
 PM0409
 PM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7082165289(NAD 83)
 PM0409
 PM0409|---------------------------------------------------------------------|
 PM0409| PID    Reference Object                     Distance      Geod. Az  |
 PM0409|                                                           dddmmss.s |
 PM0409| CJ4275 BIG HILL RM 1                        21.262 METERS 09720     |
 PM0409| PM0419 STURGEON BAY RADIO WOKW MAST        APPROX. 1.4 KM 1385138.5 |
 PM0409| PM0417 STURGEON BAY RADIO WDOR MAST        APPROX. 1.7 KM 1474835.8 |
 PM0409| CJ4276 BIG HILL RM 2                        25.049 METERS 21458     |
 PM0409| PM0412 STURGEON BAY ST JOSEPHS SE SP       APPROX. 0.6 KM 2235556.5 |
 PM0409| PM0413 STURGEON BAY ST JOSEPHS NW SP       APPROX. 0.6 KM 2251430.7 |
 PM0409| PM0410 STURGEON BAY S MUN RESERVOIR         22.400 METERS 24055     |
 PM0409| PM0411 STURGEON BAY RAD KSA 885 MAST        33.739 METERS 28737     |
 PM0409| PM0425 HILLS POINT LIGHT 25                APPROX. 3.5 KM 3064319.4 |
 PM0409| PM0429 POTAWATOMI STATE PARK LOT           APPROX. 6.1 KM 3104343.7 |
 PM0409|---------------------------------------------------------------------|
 PM0409
 PM0409                          SUPERSEDED SURVEY CONTROL
 PM0409
 PM0409  NAD 83(1986)-  44 50 25.49429(N)    087 22 09.06061(W) AD(       ) 2
 PM0409  NAD 27      -  44 50 25.50000(N)    087 22 08.70800(W) AD(       ) 2
 PM0409
 PM0409.Superseded values are not recommended for survey control.
 PM0409
 PM0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0409.See file dsdata.pdf to determine how the superseded data were derived.
 PM0409
 PM0409_MARKER: DS = TRIANGULATION STATION DISK
 PM0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0409_STAMPING: BIG HILL 1953
 PM0409_MARK LOGO: CGS
 PM0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0409+STABILITY: SURFACE MOTION
 PM0409
 PM0409  HISTORY     - Date     Condition        Report By
 PM0409  HISTORY     - 1953     MONUMENTED       CGS
 PM0409  HISTORY     - 1964     SEE DESCRIPTION  CGS
 PM0409  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PM0409
 PM0409                          STATION DESCRIPTION
 PM0409
 PM0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0409'THE STATION IS LOCATED AT THE MUNICIPAL RESERVOIRS AT THE NORTH END
 PM0409'OF 9TH AVENUE ON TOP OF STEVENS HILL IN THE NORTHEAST EDGE OF
 PM0409'STURGEON BAY.  IT IS 82.7 FEET EAST OF THE EAST SIDE OF THE NORTH
 PM0409'RESERVOIR, 45.8 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE SOUTH
 PM0409'RESERVOIR AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 PM0409'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BIG HILL 1953.
 PM0409'
 PM0409'REFERENCE MARK NO. 1 IS 44 FEET EAST OF THE CENTER OF A GRAVEL
 PM0409'DRIVEWAY AND 4 FEET WEST OF AN 18 INCH PINE TREE.  THE MARK IS FLUSH
 PM0409'AND THE DISK IS STAMPED BIG HILL NO 1 1953.
 PM0409'
 PM0409'REFERENCE MARK NO. 2 IS 12 FEET NORTHWEST OF THE CENTER OF A GRAVEL
 PM0409'DRIVEWAY AND 7 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE SOUTH
 PM0409'RESERVOIR.  THE MARK IS FLUSH AND THE DISK IS STAMPED BIG HILL NO 2
 PM0409'1953.
 PM0409'
 PM0409'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 PM0409'
 PM0409'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PM0409
 PM0409                          STATION RECOVERY (1964)
 PM0409
 PM0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AAA)
 PM0409'STATION HAS BEEN MOVED, SLIGHTLY TIPPED OVER.  OTHER MARKS NOT
 PM0409'SEARCHED FOR AS EXTENSIVE GRADING GOING ON BY CITY IN CITY PARK,
 PM0409'STURGEON BAY.
 PM0409
 PM0409                          STATION RECOVERY (1989)
 PM0409
 PM0409'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0979 ***********************************************************************
 OM0979  DESIGNATION -  BIG ISLAND
 OM0979  PID         -  OM0979
 OM0979  STATE/COUNTY-  WI/GREEN LAKE
 OM0979  COUNTRY     -  US
 OM0979  USGS QUAD   -  FAIRBURN (2018)
 OM0979
 OM0979                         *CURRENT SURVEY CONTROL
 OM0979  ______________________________________________________________________
 OM0979* NAD 83(1991) POSITION- 43 56 34.03861(N) 089 03 22.11685(W)   ADJUSTED
 OM0979* NAVD 88 ORTHO HEIGHT -   234.    (meters)      768.    (feet) SCALED
 OM0979  ______________________________________________________________________
 OM0979  GEOID HEIGHT    -        -36.269 (meters)                     GEOID18
 OM0979  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 OM0979  HORZ ORDER      -  SECOND
 OM0979
 OM0979.The horizontal coordinates were established by classical geodetic methods
 OM0979.and adjusted by the National Geodetic Survey in November 1991.
 OM0979
 OM0979.The orthometric height was scaled from a topographic map.
 OM0979
 OM0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0979.GEOID18 height accuracy estimate available here.
 OM0979
 OM0979.Click photographs - Photos may exist for this station.
 OM0979
 OM0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0979
 OM0979. The following values were computed from the NAD 83(1991) position.
 OM0979
 OM0979;                    North         East     Units Scale Factor Converg.
 OM0979;SPC WI S     -   216,259.170   675,772.491   MT  0.99997719   +0 38 54.7
 OM0979;SPC WI S     -   709,510.29  2,217,096.91   sFT  0.99997719   +0 38 54.7
 OM0979;UTM  16      - 4,867,573.586   334,990.830   MT  0.99993489   -1 25 37.8
 OM0979
 OM0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0979!SPC WI S     -   0.99996900  x   0.99997719  =   0.99994619
 OM0979!UTM  16      -   0.99996900  x   0.99993489  =   0.99990389
 OM0979
 OM0979:                Primary Azimuth Mark                     Grid Az
 OM0979:SPC WI S     -  BIG ISLAND AZ MK 2                       076 55 09.3
 OM0979:UTM  16      -  BIG ISLAND AZ MK 2                       078 59 41.8
 OM0979
 OM0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3499067573(NAD 83)
 OM0979
 OM0979|---------------------------------------------------------------------|
 OM0979| PID    Reference Object                     Distance      Geod. Az  |
 OM0979|                                                           dddmmss.s |
 OM0979| CI9029 BIG ISLAND AZ MK 2                                 0773404.0 |
 OM0979| CI9028 BIG ISLAND AZ MK                                   0921610.9 |
 OM0979| CI9030 BIG ISLAND RM 1                      26.337 METERS 17155     |
 OM0979| CI9031 BIG ISLAND RM 2                      33.918 METERS 26313     |
 OM0979|---------------------------------------------------------------------|
 OM0979
 OM0979                          SUPERSEDED SURVEY CONTROL
 OM0979
 OM0979  NAD 83(1986)-  43 56 34.03456(N)    089 03 22.12328(W) AD(       ) 2
 OM0979  NAD 27      -  43 56 34.11300(N)    089 03 21.71100(W) AD(       ) 2
 OM0979
 OM0979.Superseded values are not recommended for survey control.
 OM0979
 OM0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0979.See file dsdata.pdf to determine how the superseded data were derived.
 OM0979
 OM0979_MARKER: DS = TRIANGULATION STATION DISK
 OM0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0979_STAMPING: BIG ISLAND 1954
 OM0979_MARK LOGO: CGS
 OM0979_PROJECTION: FLUSH
 OM0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0979+STABILITY: SURFACE MOTION
 OM0979
 OM0979  HISTORY     - Date     Condition        Report By
 OM0979  HISTORY     - 1953     MONUMENTED       CGS
 OM0979  HISTORY     - 1965     GOOD             ALSTER
 OM0979  HISTORY     - 1971     GOOD             NGS
 OM0979
 OM0979                          STATION DESCRIPTION
 OM0979
 OM0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 OM0979'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF GREEN LAKE,
 OM0979'6 MILES WEST-SOUTHWEST OF BERLIN AND IN THE NORTHEAST CORNER OF
 OM0979'THE BIG ISLAND SCHOOL YARD.  IT IS 63 FEET NORTHEAST OF THE
 OM0979'NORTHEAST CORNER OF THE SCHOOLHOUSE, 22.5 FEET SOUTHWEST OF
 OM0979'THE NORTHEAST CORNER OF THE SCHOOL YARD AND 14 FEET EAST OF A
 OM0979'WITNESS POST.  IT IS SET FLUSH WITH THE GROUND AND THE DISK
 OM0979'IS STAMPED BIG ISLAND 1954.
 OM0979'
 OM0979'REFERENCE MARK NO. 1 IS 65 FEET EAST OF THE EAST SIDE OF THE
 OM0979'SCHOOLHOUSE, 45 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 OM0979'SCHOOL YARD AND 1 FOOT WEST OF A FENCE.  IT IS SET FLUSH WITH THE
 OM0979'GROUND AND THE DISK IS STAMPED BIG ISLAND NO 1 1954.
 OM0979'
 OM0979'REFERENCE MARK NO. 2 IS 46 FEET NORTHWEST OF THE NORTHWEST
 OM0979'CORNER OF THE SCHOOLHOUSE, 36 FEET SOUTH OF THE NORTHWEST
 OM0979'CORNER OF THE SCHOOL YARD AND 1 FOOT EAST OF A FENCE.  IT IS
 OM0979'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED BIG ISLAND
 OM0979'NO 2 1954.
 OM0979'
 OM0979'THE AZIMUTH MARK IS SET IN THE CENTER OF A CONCRETE CULVERT
 OM0979'HEADWALL WHICH IS ABOUT 10 FEET LONG AND 3 FEET HIGH.  IT IS 11
 OM0979'FEET NORTH OF THE CENTER OF COUNTY ROUTE D.  THE DISK IS STAMPED
 OM0979'BIG ISLAND 1954.
 OM0979'
 OM0979'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE CITY
 OM0979'PARK IN BERLIN, GO WEST ON STATE HIGHWAY 49 FOR 0.7 MILE TO WHERE
 OM0979'STATE HIGHWAY 49 TURNS RIGHT AND COUNTY ROUTE F CONTINUES
 OM0979'WEST.  FOLLOW COUNTY ROUTE F WEST FOR 3.6 MILES TO COUNTY
 OM0979'ROUTE D, TURN LEFT AND GO SOUTH ON COUNTY ROUTE D FOR 2.6
 OM0979'MILES TO A CONCRETE CULVERT AND THE AZIMUTH MARK IN THE NORTH
 OM0979'HEADWALL AS DESCRIBED.  CONTINUE WEST-SOUTHWEST ON COUNTY ROUTE
 OM0979'D FOR 0.2 MILE TO THE BIG ISLAND SCHOOL AND THE STATION ON
 OM0979'THE RIGHT AS DESCRIBED.
 OM0979'
 OM0979'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 OM0979
 OM0979                          STATION RECOVERY (1965)
 OM0979
 OM0979'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1965
 OM0979'STATION AND AZIMUTH MARK BOTH RECOVERED.  BELIEVE AZIMUTH
 OM0979'MARK WILL SOON BE GONE AS BRIDGE IS VERY DILAPIDATED.  DESCRIPTION
 OM0979'OF AZIMUTH MARK IS IN ERROR.  MARK IS IN THE SOUTH HEADWALL IN
 OM0979'LIEU OF THE NORTH HEADWALL.
 OM0979
 OM0979                          STATION RECOVERY (1971)
 OM0979
 OM0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OM0979'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 OM0979'MARK WAS FOUND TO BE IN THE SOUTH INSTEAD OF THE NORTH HEADWALL.
 OM0979'THE MARK WAS DESTROYED AFTER A NEW ONE WAS SET, SINCE THE
 OM0979'HEADWALL IS IN POOR CONDITION AND TO BE TORN OUT IN THE FUTURE.
 OM0979'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.  THE
 OM0979'SCHOOL IS NOW A PRIVATE HOME.  A NEW DESCRIPTION FOLLOWS--
 OM0979'
 OM0979'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF GREEN
 OM0979'LAKE, AT THE NORTHEAST CORNER OF YARD OF MR. MONTE RHODES, 53
 OM0979'FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 24 FEET SOUTHWEST
 OM0979'OF THE NORTHEAST CORNER OF YARD, 14 FEET WEST OF THE EAST
 OM0979'EDGE OF YARD AND 153 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 OM0979'D.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 OM0979'BIG ISLAND 1954.
 OM0979'
 OM0979'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49
 OM0979'AND COUNTY ROAD F AT THE WEST EDGE OF BERLIN, GO WEST ON ROAD
 OM0979'F FOR 3.8 MILES TO THE JUNCTION OF COUNTY ROAD D.  TURN LEFT
 OM0979'AND GO SOUTHERLY ON ROAD D FOR 2.3 MILES TO THE AZIMUTH MARK ON
 OM0979'THE LEFT.  CONTINUE SOUTH AND WEST ON ROAD D FOR 0.3 MILE TO
 OM0979'THE STATION ON THE RIGHT.
 OM0979'
 OM0979'REFERENCE MARK 1 IS 67 FEET NORTH OF THE CENTERLINE OF THE
 OM0979'ROAD, 59 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 44
 OM0979'FEET NORTHEAST OF AN 8 INCH APPLE TREE AND AT THE EAST EDGE
 OM0979'OF A SMALL GARDEN.  THE MONUMENT PROJECTS 4 INCHES AND THE
 OM0979'DISK IS STAMPED BIG ISLAND NO 1 1954.
 OM0979'
 OM0979'REFERENCE MARK 2 IS 46 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 OM0979'THE HOUSE, 1 FOOT EAST OF A FENCE, 9 FEET SOUTH OF A 12 INCH OAK
 OM0979'TREE AND 36 FEET SOUTH OF THE NORTHWEST CORNER OF THE YARD.
 OM0979'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BIG ISLAND NO 2
 OM0979'1954.
 OM0979'
 OM0979'THE AZIMUTH MARK IS 22 FEET SOUTH OF A FENCE CORNER, 13 FEET
 OM0979'SOUTH OF A FIELD ENTRANCE, 24 FEET EAST OF THE CENTERLINE OF
 OM0979'THE ROAD, 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF A METAL
 OM0979'WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS
 OM0979'STAMPED BIG ISLAND 1954 1971.
 OM0979'
 OM0979'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0979'
 OM0979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 OM0979'SOUTHWEST OF BERLIN
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6293 ***********************************************************************
 DO6293  DESIGNATION -  BIG ISLAND GPS
 DO6293  PID         -  DO6293
 DO6293  STATE/COUNTY-  WI/IRON
 DO6293  COUNTRY     -  US
 DO6293  USGS QUAD   -  HAY CREEK FLOWAGE (2018)
 DO6293
 DO6293                         *CURRENT SURVEY CONTROL
 DO6293  ______________________________________________________________________
 DO6293* NAD 83(2011) POSITION- 46 05 39.61406(N) 090 16 20.24622(W)   ADJUSTED
 DO6293* NAD 83(2011) ELLIP HT-   462.562 (meters)        (05/27/14)   ADJUSTED
 DO6293* NAD 83(2011) EPOCH   -  2010.00
 DO6293* NAVD 88 ORTHO HEIGHT -   493.176 (meters)     1618.03  (feet) ADJUSTED
 DO6293  ______________________________________________________________________
 DO6293  GEOID HEIGHT    -        -30.610 (meters)                     GEOID18
 DO6293  NAD 83(2011) X  -    -21,058.100 (meters)                     COMP
 DO6293  NAD 83(2011) Y  - -4,431,041.999 (meters)                     COMP
 DO6293  NAD 83(2011) Z  -  4,572,858.641 (meters)                     COMP
 DO6293  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 DO6293  DYNAMIC HEIGHT  -        493.170 (meters)     1618.01  (feet) COMP
 DO6293  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DO6293
 DO6293  VERT ORDER      -  SECOND    CLASS I
 DO6293
 DO6293  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6293  Standards:
 DO6293         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6293            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6293  -------------------------------------------------------------------
 DO6293  NETWORK    0.42   0.59           0.19   0.15   0.30      0.12606056
 DO6293  -------------------------------------------------------------------
 DO6293  Click here for local accuracies and other accuracy information.
 DO6293
 DO6293.The horizontal coordinates were established by GPS observations
 DO6293.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6293
 DO6293.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6293.been affixed to the stable North American tectonic plate. See 
 DO6293.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6293
 DO6293.The horizontal coordinates are valid at the epoch date displayed above
 DO6293.which is a decimal equivalence of Year/Month/Day.
 DO6293
 DO6293.The orthometric height was determined by differential leveling and
 DO6293.adjusted by the NATIONAL GEODETIC SURVEY
 DO6293.in February 2017.
 DO6293
 DO6293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6293.GEOID18 height accuracy estimate available here.
 DO6293
 DO6293.Click photographs - Photos may exist for this station.
 DO6293
 DO6293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6293
 DO6293.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6293
 DO6293.The ellipsoidal height was determined by GPS observations
 DO6293.and is referenced to NAD 83.
 DO6293
 DO6293.The dynamic height is computed by dividing the NAVD 88
 DO6293.geopotential number by the normal gravity value computed on the
 DO6293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6293.degrees latitude (g = 980.6199 gals.).
 DO6293
 DO6293.The modeled gravity was interpolated from observed gravity values.
 DO6293
 DO6293. The following values were computed from the NAD 83(2011) position.
 DO6293
 DO6293;                    North         East     Units Scale Factor Converg.
 DO6293;SPC WI N     -   103,141.181   578,944.520   MT  0.99994616   -0 11 47.1
 DO6293;SPC WI N     -   338,389.02  1,899,420.48   sFT  0.99994616   -0 11 47.1
 DO6293;UTM  15      - 5,108,146.570   710,850.665   MT  1.00014656   +1 57 57.6
 DO6293
 DO6293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6293!SPC WI N     -   0.99992749  x   0.99994616  =   0.99987365
 DO6293!UTM  15      -   0.99992749  x   1.00014656  =   1.00007404
 DO6293
 DO6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1085008146(NAD 83)
 DO6293
 DO6293                          SUPERSEDED SURVEY CONTROL
 DO6293
 DO6293  NAVD 88 (07/25/13)  493.184  (m)         1618.05   (f) SUPERSEDED  2 1
 DO6293
 DO6293.Superseded values are not recommended for survey control.
 DO6293
 DO6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6293.See file dsdata.pdf to determine how the superseded data were derived.
 DO6293
 DO6293_MARKER: DD = SURVEY DISK
 DO6293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6293_STAMPING: BIG ISLAND GPS 2011
 DO6293_MARK LOGO: WIDT
 DO6293_PROJECTION: FLUSH
 DO6293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6293+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2012
 DO6293
 DO6293  HISTORY     - Date     Condition        Report By
 DO6293  HISTORY     - 2011     MONUMENTED       WIDT
 DO6293  HISTORY     - 20121113 GOOD             WIDT
 DO6293
 DO6293                          STATION DESCRIPTION
 DO6293
 DO6293'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6293'THE STATION IS LOCATED 15.0 MI (24.1 KM) SOUTHEAST OF GLIDDEN, 11.9 MI
 DO6293'(19.1 KM) NORTHEAST OF BUTTERNUT, AND 11.1 MI (17.9 KM) SOUTHWEST OF
 DO6293'MERCER.
 DO6293'
 DO6293'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6293'HIGHWAY FF LOCATED APPROXIMATELY 20 MI (32.2 KM) SOUTH OF THE CITY OF
 DO6293'HURLEY, GO SOUTHWEST ON COUNTY HIGHWAY FF FOR 11.4 MI (18.3 KM) TO
 DO6293'SWAMP CREEK ROAD ON THE RIGHT.  CURVE LEFT AND CONTINUE SOUTH ON
 DO6293'COUNTY HIGHWAY FF FOR 1.7 MI (2.7 KM) TO OMEARA'S ROAD ON THE LEFT,
 DO6293'CONTINUE SOUTH ON COUNTY HIGHWAY FF FOR 0.1 MI (0.2 KM) TO A GATED
 DO6293'GRAVEL ACCESS ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHWEST FOR 0.2
 DO6293'MI (0.3 KM) TO AN OPENING ON THE RIGHT AND THE STATION ON THE RIGHT.
 DO6293'
 DO6293'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6293'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6293'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP.  THE STATION IS 0.2
 DO6293'MI (0.3 KM) NORTHWEST OF COUNTY HIGHWAY FF, 45.7 M (149.9 FT) EAST OF
 DO6293'THE GRAVEL ACCESS ROAD, 42.1 M (138.1 FT) NORTHWEST OF A 14 INCH (36
 DO6293'CM) DIAMETER MAPLE TREE WHICH IS BETWEEN TWO LARGE BOULDERS, AND IS
 DO6293'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD
 DO6293'POSTS.
 DO6293'
 DO6293'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6293'DEGREES ABOVE THE HORIZON.
 DO6293'
 DO6293'NOTE2-THE GATE IS LOCKED YEAR-ROUND AND THE GRAVEL ACCESS ROAD IS NOT
 DO6293'MAINTAINED DURING SNOW SEASON.  CONTACT THE TOWN OF MERCER IN ADVANCE
 DO6293'TO ARRANGE ACCESS TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2824 ***********************************************************************
 DP2824  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2824  DESIGNATION -  BIG LAKE GPS
 DP2824  PID         -  DP2824
 DP2824  STATE/COUNTY-  WI/VILAS
 DP2824  COUNTRY     -  US
 DP2824  USGS QUAD   -  PRESQUE ISLE (2018)
 DP2824
 DP2824                         *CURRENT SURVEY CONTROL
 DP2824  ______________________________________________________________________
 DP2824* NAD 83(2011) POSITION- 46 08 46.29751(N) 089 44 48.20136(W)   ADJUSTED
 DP2824* NAD 83(2011) ELLIP HT-   470.649 (meters)        (05/27/14)   ADJUSTED
 DP2824* NAD 83(2011) EPOCH   -  2010.00
 DP2824* NAVD 88 ORTHO HEIGHT -   501.56  (meters)     1645.5   (feet) GPS OBS
 DP2824  ______________________________________________________________________
 DP2824  GEOID HEIGHT    -        -30.908 (meters)                     GEOID18
 DP2824  NAD 83(2011) X  -     19,569.345 (meters)                     COMP
 DP2824  NAD 83(2011) Y  - -4,426,899.385 (meters)                     COMP
 DP2824  NAD 83(2011) Z  -  4,576,860.091 (meters)                     COMP
 DP2824  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 DP2824
 DP2824  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2824  Standards:
 DP2824         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2824            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2824  -------------------------------------------------------------------
 DP2824  NETWORK    0.37   0.53           0.16   0.14   0.27     -0.06491667
 DP2824  -------------------------------------------------------------------
 DP2824  Click here for local accuracies and other accuracy information.
 DP2824
 DP2824.The horizontal coordinates were established by GPS observations
 DP2824.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2824
 DP2824.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2824.been affixed to the stable North American tectonic plate. See 
 DP2824.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2824
 DP2824.The horizontal coordinates are valid at the epoch date displayed above
 DP2824.which is a decimal equivalence of Year/Month/Day.
 DP2824
 DP2824.The orthometric height was determined by GPS observations and a
 DP2824.high-resolution geoid model using precise GPS observation and
 DP2824.processing techniques.
 DP2824
 DP2824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2824.GEOID18 height accuracy estimate available here.
 DP2824
 DP2824.Click photographs - Photos may exist for this station.
 DP2824
 DP2824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2824
 DP2824.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2824
 DP2824.The ellipsoidal height was determined by GPS observations
 DP2824.and is referenced to NAD 83.
 DP2824
 DP2824. The following values were computed from the NAD 83(2011) position.
 DP2824
 DP2824;                    North         East     Units Scale Factor Converg.
 DP2824;SPC WI N     -   108,900.016   619,566.866   MT  0.99994542   +0 10 57.7
 DP2824;SPC WI N     -   357,282.80  2,032,695.63   sFT  0.99994542   +0 10 57.7
 DP2824;UTM  16      - 5,113,958.678   287,878.902   MT  1.00015316   -1 58 53.1
 DP2824
 DP2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2824!SPC WI N     -   0.99992622  x   0.99994542  =   0.99987165
 DP2824!UTM  16      -   0.99992622  x   1.00015316  =   1.00007937
 DP2824
 DP2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8787813958(NAD 83)
 DP2824
 DP2824                          SUPERSEDED SURVEY CONTROL
 DP2824
 DP2824  NAVD 88 (05/27/14)  501.59   (m)  GEOID12A model used  GPS OBS        
 DP2824
 DP2824.Superseded values are not recommended for survey control.
 DP2824
 DP2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2824.See file dsdata.pdf to determine how the superseded data were derived.
 DP2824
 DP2824_MARKER: DD = SURVEY DISK
 DP2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2824_STAMPING: BIG LAKE GPS 2012
 DP2824_MARK LOGO: WIDT
 DP2824_PROJECTION: FLUSH
 DP2824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2824+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DP2824
 DP2824  HISTORY     - Date     Condition        Report By
 DP2824  HISTORY     - 2012     MONUMENTED       WIDT
 DP2824  HISTORY     - 20140101 GOOD             WIDT
 DP2824
 DP2824                          STATION DESCRIPTION
 DP2824
 DP2824'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2824'THE STATION IS LOCATED APPROXIMATELY 7.0 MI (11.3 KM) SOUTH-SOUTHWEST
 DP2824'OF PRESQUE ISLE, 6.7 MI (10.8 KM) EAST-NORTHEAST OF MANITOWISH WATERS,
 DP2824'AND 5.4 MI (8.7 KM) NORTHWEST OF BOULDER JUNCTION.
 DP2824'
 DP2824'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WITH COUNTY
 DP2824'HIGHWAY H, LOCATED APPROXIMATELY 2.2 MI (3.5 KM) WEST OF BOULDER
 DP2824'JUNCTION, GO NORTHWEST ON COUNTY HIGHWAY K FOR 4.05 MI (6.5 KM) TO
 DP2824'KEEGO ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON KEEGO ROAD FOR 0.4
 DP2824'MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DP2824'
 DP2824'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2824'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2824'INCHES) DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, ABOUT LEVEL WITH
 DP2824'THE ROAD.  THE STATION IS 87.2 M (286.1 FT) SOUTHEAST OF THE
 DP2824'CENTERLINE OF KEEGO ROAD, 9.8 M (32.0 FT) SOUTHEAST OF THE
 DP2824'CENTERLINE-CENTERLINE JUNCTION OF TWO LOGGING TRAILS, AND LOCATED IN
 DP2824'THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD
 DP2824'POSTS.
 DP2824'
 DP2824'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2824'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5914 ***********************************************************************
 DN5914  DESIGNATION -  BIG MCGRAW RD 1
 DN5914  PID         -  DN5914
 DN5914  STATE/COUNTY-  WI/BURNETT
 DN5914  COUNTRY     -  US
 DN5914  USGS QUAD   -  DAIRYLAND (2019)
 DN5914
 DN5914                         *CURRENT SURVEY CONTROL
 DN5914  ______________________________________________________________________
 DN5914* NAD 83(1986) POSITION- 46 08 35.6    (N) 092 13 24.9    (W)   HD_HELD2
 DN5914* NAVD 88 ORTHO HEIGHT -   316.203 (meters)     1037.41  (feet) ADJUSTED
 DN5914  ______________________________________________________________________
 DN5914  GEOID HEIGHT    -        -26.386 (meters)                     GEOID18
 DN5914  DYNAMIC HEIGHT  -        316.237 (meters)     1037.52  (feet) COMP
 DN5914  MODELED GRAVITY -    980,712.8   (mgal)                       NAVD 88
 DN5914
 DN5914  VERT ORDER      -  SECOND    CLASS I
 DN5914
 DN5914.The horizontal coordinates were established by autonomous hand held GPS
 DN5914.observations and have an estimated accuracy of +/- 10 meters.
 DN5914
 DN5914.The orthometric height was determined by differential leveling and
 DN5914.adjusted by the WI DEPT OF TRANSP
 DN5914.in May 2012.
 DN5914
 DN5914.No vertical observational check was made to the station.
 DN5914
 DN5914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5914.GEOID18 height accuracy estimate available here.
 DN5914
 DN5914.Click photographs - Photos may exist for this station.
 DN5914
 DN5914.The dynamic height is computed by dividing the NAVD 88
 DN5914.geopotential number by the normal gravity value computed on the
 DN5914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5914.degrees latitude (g = 980.6199 gals.).
 DN5914
 DN5914.The modeled gravity was interpolated from observed gravity values.
 DN5914
 DN5914;                    North         East    Units  Estimated Accuracy
 DN5914;SPC WI N     -   110,943.      428,231.      MT  (+/- 10 meters HH2 GPS)
 DN5914
 DN5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5996410253(NAD 83)
 DN5914
 DN5914                          SUPERSEDED SURVEY CONTROL
 DN5914
 DN5914.No superseded survey control is available for this station.
 DN5914
 DN5914_MARKER: DD = SURVEY DISK
 DN5914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5914_STAMPING: BIG MCGRAW RD 1 2010
 DN5914_MARK LOGO: WI-013
 DN5914_PROJECTION: FLUSH
 DN5914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5914+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2012
 DN5914
 DN5914  HISTORY     - Date     Condition        Report By
 DN5914  HISTORY     - 2011     MONUMENTED       WI-013
 DN5914  HISTORY     - 20120204 GOOD             WI-013
 DN5914
 DN5914                          STATION DESCRIPTION
 DN5914
 DN5914'DESCRIBED BY BURNETT COUNTY WISCONSIN 2012 (JET)
 DN5914'THE STATION IS LOCATED 24.4 MI (39.3 KM) SOUTHWEST OF SOLON SPRINGS,
 DN5914'19.3 MI (31.1 KM) WEST-NORTHWEST OF MINONG, AND 11.3 MI (18.2 KM)
 DN5914'NORTHEAST OF DANBURY.
 DN5914'
 DN5914'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5914'HIGHWAY 77 EAST APPROXIMATELY 2 MI (3.1 KM) NORTHEAST OF THE COMMUNITY
 DN5914'OF DANBURY, GO NORTH ON STATE HIGHWAY 35 FOR 10.4 MI (16.7 KM) TO BIG
 DN5914'MCGRAW ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON BIG MCGRAW ROAD
 DN5914'0.73 MI (1.2 KM) TO THE STATION ON THE LEFT.
 DN5914'
 DN5914'THE STATION IS A BURNETT COUNTY BENCH MARK DISK SET IN THE TOP OF A 40
 DN5914'CM (16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH
 DN5914'THE GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.
 DN5914'
 DN5914'THE STATION IS 9.4 MI (30.8 FT) NORTH OF THE CENTERLINE OF BIG MCGRAW
 DN5914'ROAD, 68 M (223.1 KM) EAST OF THE CENTER OF A PRIVATE DRIVE '4731',
 DN5914'44 M (144.4 FT) WEST OF THE CENTER OF A PRIVATE DRIVE '4700', 6.7 M
 DN5914'(22.0 FT) EAST-SOUTHEAST OF A POWER POLE 'ECE 172180' AND LOCATED
 DN5914'IN THE CENTER OF A TRIANGLE FORMED BY THREE GREEN METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5889 ***********************************************************************
 DN5889  DESIGNATION -  BIG MCGRAW RD 2
 DN5889  PID         -  DN5889
 DN5889  STATE/COUNTY-  WI/BURNETT
 DN5889  COUNTRY     -  US
 DN5889  USGS QUAD   -  DAIRYLAND (2019)
 DN5889
 DN5889                         *CURRENT SURVEY CONTROL
 DN5889  ______________________________________________________________________
 DN5889* NAD 83(1986) POSITION- 46 08 35.6    (N) 092 13 47.7    (W)   HD_HELD2
 DN5889* NAVD 88 ORTHO HEIGHT -   316.879 (meters)     1039.63  (feet) ADJUSTED
 DN5889  ______________________________________________________________________
 DN5889  GEOID HEIGHT    -        -26.382 (meters)                     GEOID18
 DN5889  DYNAMIC HEIGHT  -        316.913 (meters)     1039.74  (feet) COMP
 DN5889  MODELED GRAVITY -    980,712.8   (mgal)                       NAVD 88
 DN5889
 DN5889  VERT ORDER      -  SECOND    CLASS I
 DN5889
 DN5889.The horizontal coordinates were established by autonomous hand held GPS
 DN5889.observations and have an estimated accuracy of +/- 10 meters.
 DN5889
 DN5889.The orthometric height was determined by differential leveling and
 DN5889.adjusted by the WI DEPT OF TRANSP
 DN5889.in May 2012.
 DN5889
 DN5889.No vertical observational check was made to the station.
 DN5889
 DN5889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5889.GEOID18 height accuracy estimate available here.
 DN5889
 DN5889.Click photographs - Photos may exist for this station.
 DN5889
 DN5889.The dynamic height is computed by dividing the NAVD 88
 DN5889.geopotential number by the normal gravity value computed on the
 DN5889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5889.degrees latitude (g = 980.6199 gals.).
 DN5889
 DN5889.The modeled gravity was interpolated from observed gravity values.
 DN5889
 DN5889;                    North         East    Units  Estimated Accuracy
 DN5889;SPC WI N     -   110,957.      427,742.      MT  (+/- 10 meters HH2 GPS)
 DN5889
 DN5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5947510248(NAD 83)
 DN5889
 DN5889                          SUPERSEDED SURVEY CONTROL
 DN5889
 DN5889.No superseded survey control is available for this station.
 DN5889
 DN5889_MARKER: DD = SURVEY DISK
 DN5889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5889_STAMPING: BIG MCGRAW RD 2 2010
 DN5889_MARK LOGO: WI-013
 DN5889_PROJECTION: FLUSH
 DN5889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5889+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2012
 DN5889
 DN5889  HISTORY     - Date     Condition        Report By
 DN5889  HISTORY     - 2011     MONUMENTED       WI-013
 DN5889  HISTORY     - 20120204 GOOD             WI-013
 DN5889
 DN5889                          STATION DESCRIPTION
 DN5889
 DN5889'DESCRIBED BY BURNETT COUNTY WISCONSIN 2012 (JET)
 DN5889'THE STATION IS LOCATED 24.2 MI (38.9 KM) SOUTHWEST OF SOLON SPRINGS,
 DN5889'19.1 MI (31.7 M) WEST-NORTHWEST OF MINONG, AND 11.4 MI (18.3 KM)
 DN5889'NORTHEAST OF DANBURY.
 DN5889'
 DN5889'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5889'HIGHWAY 77 EAST APPROXIMATELY 2 MI (3.1 KM) NORTHEAST OF THE COMMUNITY
 DN5889'OF DANBURY, GO NORTH ON STATE HIGHWAY 35 FOR 10.4 MI (16.7 KM) TO BIG
 DN5889'MCGRAW ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON BIG MCGRAW ROAD
 DN5889'0.42 MI (0.7 KM) TO THE STATION ON THE LEFT.
 DN5889'
 DN5889'THE STATION IS A BURNETT COUNTY BENCH MARK DISK SET IN THE TOP OF A 40
 DN5889'CM (16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH
 DN5889'THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE ROAD
 DN5889'SURFACE.
 DN5889'
 DN5889'THE STATION IS 10.4 M (34.1 FT) NORTH OF THE CENTERLINE OF BIG MCGRAW
 DN5889'ROAD 12 M (39.4 FT) EAST OF THE CENTER OF A PRIVATE DRIVE '4836' AND
 DN5889'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE GREEN METAL
 DN5889'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0429 ***********************************************************************
 PN0429  DESIGNATION -  BIG ROCK
 PN0429  PID         -  PN0429
 PN0429  STATE/COUNTY-  WI/PORTAGE
 PN0429  COUNTRY     -  US
 PN0429  USGS QUAD   -  ARNOTT (2018)
 PN0429
 PN0429                         *CURRENT SURVEY CONTROL
 PN0429  ______________________________________________________________________
 PN0429* NAD 83(1991) POSITION- 44 27 24.93934(N) 089 28 12.35202(W)   ADJUSTED
 PN0429* NAVD 88 ORTHO HEIGHT -   351.301 (meters)     1152.56  (feet) ADJUSTED
 PN0429  ______________________________________________________________________
 PN0429  GEOID HEIGHT    -        -35.940 (meters)                     GEOID18
 PN0429  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 PN0429  DYNAMIC HEIGHT  -        351.236 (meters)     1152.35  (feet) COMP
 PN0429  MODELED GRAVITY -    980,423.4   (mgal)                       NAVD 88
 PN0429
 PN0429  HORZ ORDER      -  FIRST
 PN0429  VERT ORDER      -  FIRST     CLASS II
 PN0429
 PN0429.The horizontal coordinates were established by classical geodetic methods
 PN0429.and adjusted by the National Geodetic Survey in November 1991.
 PN0429
 PN0429.The orthometric height was determined by differential leveling and
 PN0429.adjusted by the NATIONAL GEODETIC SURVEY
 PN0429.in June 1991.
 PN0429
 PN0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0429.GEOID18 height accuracy estimate available here.
 PN0429
 PN0429.Click photographs - Photos may exist for this station.
 PN0429
 PN0429.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0429
 PN0429.The dynamic height is computed by dividing the NAVD 88
 PN0429.geopotential number by the normal gravity value computed on the
 PN0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0429.degrees latitude (g = 980.6199 gals.).
 PN0429
 PN0429.The modeled gravity was interpolated from observed gravity values.
 PN0429
 PN0429. The following values were computed from the NAD 83(1991) position.
 PN0429
 PN0429;                    North         East     Units Scale Factor Converg.
 PN0429;SPC WI C     -    69,430.148   642,172.228   MT  0.99996732   +0 22 26.0
 PN0429;SPC WI C     -   227,788.74  2,106,860.05   sFT  0.99996732   +0 22 26.0
 PN0429;UTM  16      - 4,925,592.511   303,487.026   MT  1.00007493   -1 43 49.9
 PN0429
 PN0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0429!SPC WI C     -   0.99995055  x   0.99996732  =   0.99991788
 PN0429!UTM  16      -   0.99995055  x   1.00007493  =   1.00002548
 PN0429
 PN0429:                Primary Azimuth Mark                     Grid Az
 PN0429:SPC WI C     -  ARNOTT                                   089 34 17.8
 PN0429:UTM  16      -  ARNOTT                                   091 40 33.7
 PN0429
 PN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0348725592(NAD 83)
 PN0429
 PN0429|---------------------------------------------------------------------|
 PN0429| PID    Reference Object                     Distance      Geod. Az  |
 PN0429|                                                           dddmmss.s |
 PN0429| PN0430 ARNOTT                              APPROX. 1.5 KM 0895643.8 |
 PN0429| CJ4277 BIG ROCK RM 1                         2.690 METERS 30818     |
 PN0429|---------------------------------------------------------------------|
 PN0429
 PN0429                          SUPERSEDED SURVEY CONTROL
 PN0429
 PN0429  NAD 83(1986)-  44 27 24.93733(N)    089 28 12.36306(W) AD(       ) 1
 PN0429  NAD 27      -  44 27 25.04749(N)    089 28 11.94647(W) AD(       ) 1
 PN0429  NGVD 29 (??/??/92)  351.310  (m)         1152.59   (f) ADJ UNCH    1 2
 PN0429  NGVD 29             351.31   (m)         1152.6    (f) LEVELING    3  
 PN0429
 PN0429.Superseded values are not recommended for survey control.
 PN0429
 PN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0429.See file dsdata.pdf to determine how the superseded data were derived.
 PN0429
 PN0429_MARKER: DE = TRAVERSE STATION DISK
 PN0429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PN0429_STAMPING: 1152.590 BIG ROCK 1926
 PN0429_MARK LOGO: CGS
 PN0429_MAGNETIC: P = MARKER IS A STEEL PIPE
 PN0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0429
 PN0429  HISTORY     - Date     Condition        Report By
 PN0429  HISTORY     - 1926     MONUMENTED       CGS
 PN0429  HISTORY     - 1926     GOOD             CGS
 PN0429  HISTORY     - 1930     GOOD             CGS
 PN0429  HISTORY     - 1969     MARK NOT FOUND   USGS
 PN0429  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0429  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0429
 PN0429                          STATION DESCRIPTION
 PN0429
 PN0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0429'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY APPROXIMATELY
 PN0429'1-1/4 MILES W OF THE DEPOT AT ARNOTT, 6.53 METERS S OF RAIL
 PN0429'STATION ON S RAIL (SLOPE DISTANCE).  STATION ON SLOPE OF CUT
 PN0429'ABOUT 8 FEET ABOVE THE ROADBED.
 PN0429'
 PN0429'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF
 PN0429'A 4-INCH GALVANIZED IRON PIPE FILLED WITH CONCRETE AND ANCHORED
 PN0429'2-1/2 FEET BELOW THE SURFACE, WITH A BOLT THROUGH THE PIPE
 PN0429'SET IN CONCRETE.
 PN0429'
 PN0429'WITNESS MARK (DRILL HOLE IN BOULDER) IS DISTANT FROM STATION
 PN0429'2.69 METERS (8.82 FEET).
 PN0429
 PN0429                          STATION RECOVERY (1926)
 PN0429
 PN0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926
 PN0429'1.2 MI W FROM ARNOTT.
 PN0429'1.2 MILES WEST ALONG THE GREEN BAY AND WESTERN RAILROAD FROM
 PN0429'THE STATION AT ARNOTT, PORTAGE COUNTY, ON THE SLOPE OF A CUT,
 PN0429'21 FEET SOUTH (SLOPE DISTANCE) OF THE SOUTH RAIL, AND 8 FEET
 PN0429'HIGHER THAN THE ROADBED.  A STANDARD TRAVERSE-STATION DISK,
 PN0429'STAMPED 1152.590 BIG ROCK 1926 AND SET IN THE TOP OF A
 PN0429'CONCRETE-FILLED 4-INCH IRON PIPE.
 PN0429
 PN0429                          STATION RECOVERY (1930)
 PN0429
 PN0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0429'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 PN0429'DESCRIPTION IS ADEQUATE.
 PN0429
 PN0429                          STATION RECOVERY (1969)
 PN0429
 PN0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PN0429'MARK NOT FOUND.
 PN0429
 PN0429                          STATION RECOVERY (1985)
 PN0429
 PN0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0429'MARK NOT FOUND.
 PN0429
 PN0429                          STATION RECOVERY (2004)
 PN0429
 PN0429'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0429'NOT FOUND.  RAILROAD HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5247 ***********************************************************************
 DN5247  DESIGNATION -  BIG SAND 1
 DN5247  PID         -  DN5247
 DN5247  STATE/COUNTY-  WI/BURNETT
 DN5247  COUNTRY     -  US
 DN5247  USGS QUAD   -  SIREN EAST (2018)
 DN5247
 DN5247                         *CURRENT SURVEY CONTROL
 DN5247  ______________________________________________________________________
 DN5247* NAD 83(1986) POSITION- 45 49 50.     (N) 092 15 00.     (W)   SCALED
 DN5247* NAVD 88 ORTHO HEIGHT -   300.015 (meters)      984.30  (feet) ADJUSTED
 DN5247  ______________________________________________________________________
 DN5247  GEOID HEIGHT    -        -27.101 (meters)                     GEOID18
 DN5247  DYNAMIC HEIGHT  -        300.033 (meters)      984.36  (feet) COMP
 DN5247  MODELED GRAVITY -    980,667.0   (mgal)                       NAVD 88
 DN5247
 DN5247  VERT ORDER      -  SECOND    CLASS I
 DN5247
 DN5247.The horizontal coordinates were scaled from a map and have
 DN5247.an estimated accuracy of +/- 6 seconds.
 DN5247
 DN5247.The orthometric height was determined by differential leveling and
 DN5247.adjusted by the WI DEPT OF TRANSP
 DN5247.in May 2012.
 DN5247
 DN5247.No vertical observational check was made to the station.
 DN5247
 DN5247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5247.GEOID18 height accuracy estimate available here.
 DN5247
 DN5247.Click photographs - Photos may exist for this station.
 DN5247
 DN5247.The dynamic height is computed by dividing the NAVD 88
 DN5247.geopotential number by the normal gravity value computed on the
 DN5247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5247.degrees latitude (g = 980.6199 gals.).
 DN5247
 DN5247.The modeled gravity was interpolated from observed gravity values.
 DN5247
 DN5247;                    North         East    Units  Estimated Accuracy
 DN5247;SPC WI N     -    76,260.      425,210.      MT  (+/- 180 meters Scaled)
 DN5247
 DN5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL582754(NAD 83)
 DN5247
 DN5247                          SUPERSEDED SURVEY CONTROL
 DN5247
 DN5247.No superseded survey control is available for this station.
 DN5247
 DN5247_MARKER: DB = BENCH MARK DISK
 DN5247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5247_STAMPING: BIG SAND 1 2009
 DN5247_MARK LOGO: WI-013
 DN5247_PROJECTION: FLUSH
 DN5247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5247+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2009
 DN5247
 DN5247  HISTORY     - Date     Condition        Report By
 DN5247  HISTORY     - 2009     MONUMENTED       WI-013
 DN5247  HISTORY     - 20091203 GOOD             WI-013
 DN5247
 DN5247                          STATION DESCRIPTION
 DN5247
 DN5247'DESCRIBED BY BURNETT COUNTY WISCONSIN 2009 (JET)
 DN5247'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF SIREN,
 DN5247'6.5 MI (10.5 KM) EAST-SOUTHEAST OF WEBSTER AND 3.9 MI (6.3 KM)
 DN5247'WEST-NORTHWEST OF HERTEL.
 DN5247'
 DN5247'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5247'HIGHWAY 70, LOCATED ABOUT 2 MI (3.2 KM) NORTH OF THE CITY OF SIREN,
 DN5247'WI, GO EAST ON STATE HIGHWAY 70 FOR 5.5 MI (8.8 KM) TO DONGOLA ROAD ON
 DN5247'THE LEFT.  TURN LEFT AND GO NORTH ON DONGOLA ROAD FOR 0.2 MI (0.3 KM)
 DN5247'TO SAND LAKE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON SAND
 DN5247'LAKE ROAD FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DN5247'
 DN5247'THE STATION IS 18 FT (5.5 M) NORTH OF THE EDGE OF PAVEMENT OF SAND
 DN5247'LAKE ROAD, 112 FT (34.1 M) EAST OF PRIVATE ENTRANCE '5260', 32 FT (9.8
 DN5247'M) EAST OF A POWER POLE AND IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC
 DN5247'T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5246 ***********************************************************************
 DN5246  DESIGNATION -  BIG SAND 2
 DN5246  PID         -  DN5246
 DN5246  STATE/COUNTY-  WI/BURNETT
 DN5246  COUNTRY     -  US
 DN5246  USGS QUAD   -  HERTEL (2018)
 DN5246
 DN5246                         *CURRENT SURVEY CONTROL
 DN5246  ______________________________________________________________________
 DN5246* NAD 83(1986) POSITION- 45 49 52.     (N) 092 14 46.     (W)   SCALED
 DN5246* NAVD 88 ORTHO HEIGHT -   301.086 (meters)      987.81  (feet) ADJUSTED
 DN5246  ______________________________________________________________________
 DN5246  GEOID HEIGHT    -        -27.109 (meters)                     GEOID18
 DN5246  DYNAMIC HEIGHT  -        301.104 (meters)      987.87  (feet) COMP
 DN5246  MODELED GRAVITY -    980,666.9   (mgal)                       NAVD 88
 DN5246
 DN5246  VERT ORDER      -  SECOND    CLASS I
 DN5246
 DN5246.The horizontal coordinates were scaled from a map and have
 DN5246.an estimated accuracy of +/- 6 seconds.
 DN5246
 DN5246.The orthometric height was determined by differential leveling and
 DN5246.adjusted by the WI DEPT OF TRANSP
 DN5246.in May 2012.
 DN5246
 DN5246.No vertical observational check was made to the station.
 DN5246
 DN5246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5246.GEOID18 height accuracy estimate available here.
 DN5246
 DN5246.Click photographs - Photos may exist for this station.
 DN5246
 DN5246.The dynamic height is computed by dividing the NAVD 88
 DN5246.geopotential number by the normal gravity value computed on the
 DN5246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5246.degrees latitude (g = 980.6199 gals.).
 DN5246
 DN5246.The modeled gravity was interpolated from observed gravity values.
 DN5246
 DN5246;                    North         East    Units  Estimated Accuracy
 DN5246;SPC WI N     -    76,320.      425,510.      MT  (+/- 180 meters Scaled)
 DN5246
 DN5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL585755(NAD 83)
 DN5246
 DN5246                          SUPERSEDED SURVEY CONTROL
 DN5246
 DN5246.No superseded survey control is available for this station.
 DN5246
 DN5246_MARKER: DB = BENCH MARK DISK
 DN5246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5246_STAMPING: BIG SAND 2 2009
 DN5246_MARK LOGO: WI-013
 DN5246_PROJECTION: FLUSH
 DN5246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5246+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2009
 DN5246
 DN5246  HISTORY     - Date     Condition        Report By
 DN5246  HISTORY     - 2009     MONUMENTED       WI-013
 DN5246  HISTORY     - 20091203 GOOD             WI-013
 DN5246
 DN5246                          STATION DESCRIPTION
 DN5246
 DN5246'DESCRIBED BY BURNETT COUNTY WISCONSIN 2009 (JET)
 DN5246'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF SIREN,
 DN5246'6.7 MI (10.8 KM) EAST-SOUTHEAST OF WEBSTER AND 3.8 MI (6.1 KM)
 DN5246'WEST-NORTHWEST OF HERTEL.
 DN5246'
 DN5246'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5246'HIGHWAY 70, LOCATED ABOUT 2 MI (3.2 KM) NORTH OF THE CITY OF SIREN,
 DN5246'WI, GO EAST ON STATE HIGHWAY 70 FOR 5.5 MI (8.8 KM) TO DONGOLA ROAD ON
 DN5246'THE LEFT.  TURN LEFT AND GO NORTH ON DONGOLA ROAD FOR 0.2 MI (0.3 KM)
 DN5246'TO SAND LAKE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON SAND
 DN5246'LAKE ROAD FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT.
 DN5246'
 DN5246'THE STATION IS 23.5 FT (7.2 M) NORTH OF THE EDGE OF PAVEMENT OF SAND
 DN5246'LAKE ROAD, 44 FT (13.4 M) WEST OF A POWER POLE AND IS 1 M (3.3 FT)
 DN5246'FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4941 ***********************************************************************
 DQ4941  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4941  DESIGNATION -  BIG SAND LAKE GPS
 DQ4941  PID         -  DQ4941
 DQ4941  STATE/COUNTY-  WI/VILAS
 DQ4941  COUNTRY     -  US
 DQ4941  USGS QUAD   -  PHELPS (2018)
 DQ4941
 DQ4941                         *CURRENT SURVEY CONTROL
 DQ4941  ______________________________________________________________________
 DQ4941* NAD 83(2011) POSITION- 46 02 14.13106(N) 089 01 03.38084(W)   ADJUSTED
 DQ4941* NAD 83(2011) ELLIP HT-   516.067 (meters)        (04/14/17)   ADJUSTED
 DQ4941* NAD 83(2011) EPOCH   -  2010.00
 DQ4941* NAVD 88 ORTHO HEIGHT -   547.79  (meters)     1797.2   (feet) GPS OBS
 DQ4941  ______________________________________________________________________
 DQ4941  GEOID HEIGHT    -        -31.714 (meters)                     GEOID18
 DQ4941  NAD 83(2011) X  -     76,050.818 (meters)                     COMP
 DQ4941  NAD 83(2011) Y  - -4,435,046.375 (meters)                     COMP
 DQ4941  NAD 83(2011) Z  -  4,568,494.862 (meters)                     COMP
 DQ4941  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 DQ4941
 DQ4941  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4941  Standards:
 DQ4941         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4941            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4941  -------------------------------------------------------------------
 DQ4941  NETWORK    0.64   0.69           0.30   0.21   0.35     -0.06783771
 DQ4941  -------------------------------------------------------------------
 DQ4941  Click here for local accuracies and other accuracy information.
 DQ4941
 DQ4941.The horizontal coordinates were established by GPS observations
 DQ4941.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4941
 DQ4941.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4941.been affixed to the stable North American tectonic plate. See 
 DQ4941.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4941
 DQ4941.The horizontal coordinates are valid at the epoch date displayed above
 DQ4941.which is a decimal equivalence of Year/Month/Day.
 DQ4941
 DQ4941.The orthometric height was determined by GPS observations and a
 DQ4941.high-resolution geoid model using precise GPS observation and
 DQ4941.processing techniques.
 DQ4941
 DQ4941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4941.GEOID18 height accuracy estimate available here.
 DQ4941
 DQ4941.Click photographs - Photos may exist for this station.
 DQ4941
 DQ4941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4941
 DQ4941.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4941
 DQ4941.The ellipsoidal height was determined by GPS observations
 DQ4941.and is referenced to NAD 83.
 DQ4941
 DQ4941. The following values were computed from the NAD 83(2011) position.
 DQ4941
 DQ4941;                    North         East     Units Scale Factor Converg.
 DQ4941;SPC WI N     -    97,231.267   676,042.503   MT  0.99994793   +0 42 31.2
 DQ4941;SPC WI N     -   318,999.58  2,217,982.78   sFT  0.99994793   +0 42 31.2
 DQ4941;UTM  16      - 5,100,166.180   343,878.134   MT  0.99989964   -1 27 09.2
 DQ4941
 DQ4941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4941!SPC WI N     -   0.99991910  x   0.99994793  =   0.99986704
 DQ4941!UTM  16      -   0.99991910  x   0.99989964  =   0.99981875
 DQ4941
 DQ4941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4387800166(NAD 83)
 DQ4941
 DQ4941                          SUPERSEDED SURVEY CONTROL
 DQ4941
 DQ4941.No superseded survey control is available for this station.
 DQ4941
 DQ4941_MARKER: DD = SURVEY DISK
 DQ4941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4941_STAMPING: BIG SAND LAKE GPS 2012
 DQ4941_MARK LOGO: WIDT
 DQ4941_PROJECTION: FLUSH
 DQ4941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4941+STABILITY: SURFACE MOTION
 DQ4941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4941+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2017
 DQ4941
 DQ4941  HISTORY     - Date     Condition        Report By
 DQ4941  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4941  HISTORY     - 20150201 GOOD             WIDT
 DQ4941  HISTORY     - 20170223 GOOD             WI-125
 DQ4941
 DQ4941                          STATION DESCRIPTION
 DQ4941
 DQ4941'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4941'THE STATION IS APPROXIMATELY 18.5 MI (29.8 KM) WEST-SOUTHWEST OF IRON
 DQ4941'RIVER, 9.6 MI (15.4 KM) WEST-NORTHWEST OF NELMA AND 3.9 MI (6.3 KM)
 DQ4941'SOUTHEAST OF PHELPS.
 DQ4941'
 DQ4941'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH COUNTY
 DQ4941'HIGHWAY A ABOUT 1.3 MI (2.1 KM) EAST OF THE COMMUNITY OF PHELPS, GO
 DQ4941'SOUTH ON COUNTY HIGHWAY A FOR 2.3 MI (3.7 KM) TO A LEFT CURVE IN THE
 DQ4941'HIGHWAY WITH KENTUCK LAKE ROAD ON THE RIGHT.  CURVE LEFT AND CONTINUE
 DQ4941'EAST ON COUNTY HIGHWAY A FOR 1.65 MI (2.7 KM) TO THE STATION ON THE
 DQ4941'LEFT.
 DQ4941'
 DQ4941'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4941'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4941'INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ4941'STATION IS 10.2 M (33.5 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DQ4941'A, 25.7 M (84.3 FT) NORTH-NORTHEAST OF A POWER POLE -N71 1038-, 25.6 M
 DQ4941'(84.0 FT) NORTHWEST OF AN ORANGE AND WHITE FIBER OPTIC MARKER POST AND
 DQ4941'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4
 DQ4941'GUARD POSTS.
 DQ4941'
 DQ4941'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4941'DEGREES ABOVE THE HORIZON.
 DQ4941
 DQ4941                          STATION RECOVERY (2017)
 DQ4941
 DQ4941'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2017 (ARJ)
 DQ4941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN9997 ***********************************************************************
 DN9997  DESIGNATION -  BIG TRADE LK 1
 DN9997  PID         -  DN9997
 DN9997  STATE/COUNTY-  WI/BURNETT
 DN9997  COUNTRY     -  US
 DN9997  USGS QUAD   -  TRADE LAKE (2018)
 DN9997
 DN9997                         *CURRENT SURVEY CONTROL
 DN9997  ______________________________________________________________________
 DN9997* NAD 83(1986) POSITION- 45 40 31.8    (N) 092 36 28.6    (W)   HD_HELD2
 DN9997* NAVD 88 ORTHO HEIGHT -   279.454 (meters)      916.84  (feet) ADJUSTED
 DN9997  ______________________________________________________________________
 DN9997  GEOID HEIGHT    -        -27.109 (meters)                     GEOID18
 DN9997  DYNAMIC HEIGHT  -        279.465 (meters)      916.88  (feet) COMP
 DN9997  MODELED GRAVITY -    980,646.6   (mgal)                       NAVD 88
 DN9997
 DN9997  VERT ORDER      -  SECOND    CLASS I
 DN9997
 DN9997.The horizontal coordinates were established by autonomous hand held GPS
 DN9997.observations and have an estimated accuracy of +/- 10 meters.
 DN9997
 DN9997.The orthometric height was determined by differential leveling and
 DN9997.adjusted by the NATIONAL GEODETIC SURVEY
 DN9997.in October 2012.
 DN9997
 DN9997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9997.GEOID18 height accuracy estimate available here.
 DN9997
 DN9997.Click photographs - Photos may exist for this station.
 DN9997
 DN9997.The dynamic height is computed by dividing the NAVD 88
 DN9997.geopotential number by the normal gravity value computed on the
 DN9997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9997.degrees latitude (g = 980.6199 gals.).
 DN9997
 DN9997.The modeled gravity was interpolated from observed gravity values.
 DN9997
 DN9997;                    North         East    Units  Estimated Accuracy
 DN9997;SPC WI N     -    59,889.      396,842.      MT  (+/- 10 meters HH2 GPS)
 DN9997
 DN9997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3053458069(NAD 83)
 DN9997
 DN9997                          SUPERSEDED SURVEY CONTROL
 DN9997
 DN9997.No superseded survey control is available for this station.
 DN9997
 DN9997_MARKER: DD = SURVEY DISK
 DN9997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9997_STAMPING: BIG TRADE LK1
 DN9997_MARK LOGO: WI-013
 DN9997_PROJECTION: FLUSH
 DN9997_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DN9997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9997+STABILITY: SURFACE MOTION
 DN9997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9997+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 DN9997
 DN9997  HISTORY     - Date     Condition        Report By
 DN9997  HISTORY     - 2010     MONUMENTED       WI-013
 DN9997  HISTORY     - 20120202 GOOD             GEOSPC
 DN9997
 DN9997                          STATION DESCRIPTION
 DN9997
 DN9997'DESCRIBED BY GEODETIC SPECIALISTS LLC 2012 (MEH)
 DN9997'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST OF FREDERIC, 3.6 MI
 DN9997'(5.8 KM) EAST-NORTHEAST OF TRADE RIVER AND 1.2 MI (1.9 KM) SOUTHWEST
 DN9997'OF TRADE LAKE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9997'
 DN9997'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 48 WITH COUNTY HIGHWAY
 DN9997'Z ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF FREDRIC WI, GO WEST ON
 DN9997'COUNTY HIGHWAY Z FOR 0.7 MI (1.1 KM) TO LAKEWOOD DRIVE, GO
 DN9997'NORTHWESTERLY ON LAKEWOOD DRIVE FOR 0.4 MI (0.6 KM) TO THE STATION ON
 DN9997'THE LEFT.
 DN9997'
 DN9997'THE STATION IS LOCATED 62.5 M (205.1 FT) NORTH OF THE NORTHWEST END OF
 DN9997'A BRIDGE, 50.8 M (166.7 FT) SOUTH OF THE EXTENDED CENTERLINE OF LITTLE
 DN9997'TRADE ROAD, 10 M (32.8 FT) WEST OF THE CENTERLINE OF LAKEWOOD DRIVE, 1
 DN9997'M (3.3 FT) EAST, SOUTHWEST AND NORTHWEST OF 3 WHITE WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1154 ***********************************************************************
 NH1154  DESIGNATION -  BIGFOOT
 NH1154  PID         -  NH1154
 NH1154  STATE/COUNTY-  WI/WALWORTH
 NH1154  COUNTRY     -  US
 NH1154  USGS QUAD   -  HARVARD (2018)
 NH1154
 NH1154                         *CURRENT SURVEY CONTROL
 NH1154  ______________________________________________________________________
 NH1154* NAD 83(1991) POSITION- 42 29 42.66953(N) 088 36 22.66479(W)   ADJUSTED
 NH1154* NAVD 88 ORTHO HEIGHT -   289.37  (+/-2cm)      949.4   (feet) VERTCON3
 NH1154  ______________________________________________________________________
 NH1154  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 NH1154  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 NH1154  HORZ ORDER      -  THIRD
 NH1154  VERT ORDER      -  THIRD ? (See Below)
 NH1154
 NH1154.The horizontal coordinates were established by classical geodetic methods
 NH1154.and adjusted by the National Geodetic Survey in November 1991.
 NH1154
 NH1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1154
 NH1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1154.GEOID18 height accuracy estimate available here.
 NH1154
 NH1154.The vertical order pertains to the NGVD 29 superseded value.
 NH1154
 NH1154.Click photographs - Photos may exist for this station.
 NH1154
 NH1154.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1154
 NH1154. The following values were computed from the NAD 83(1991) position.
 NH1154
 NH1154;                    North         East     Units Scale Factor Converg.
 NH1154;SPC WI S     -    55,969.283   714,571.039   MT  1.00005652   +0 57 27.4
 NH1154;SPC WI S     -   183,625.89  2,344,388.48   sFT  1.00005652   +0 57 27.4
 NH1154;UTM  16      - 4,706,008.604   368,005.223   MT  0.99981436   -1 05 06.9
 NH1154
 NH1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1154!SPC WI S     -   0.99995994  x   1.00005652  =   1.00001646
 NH1154!UTM  16      -   0.99995994  x   0.99981436  =   0.99977431
 NH1154
 NH1154:                Primary Azimuth Mark                     Grid Az
 NH1154:SPC WI S     -  BIGFOOT AZ MK                            092 48 35.1
 NH1154:UTM  16      -  BIGFOOT AZ MK                            094 51 09.4
 NH1154
 NH1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6800506008(NAD 83)
 NH1154
 NH1154|---------------------------------------------------------------------|
 NH1154| PID    Reference Object                     Distance      Geod. Az  |
 NH1154|                                                           dddmmss.s |
 NH1154| CI9033 BIGFOOT RM 1                         24.616 METERS 06858     |
 NH1154| NH1148 BIG FOOT PRAIRIE NATL BUS MAST      APPROX. 4.5 KM 0915249.3 |
 NH1154| NH1147 ALDEN ATT MICROWAVE TWR KSE 26      APPROX. 4.5 KM 0934148.8 |
 NH1154| CI9032 BIGFOOT AZ MK                                      0934602.5 |
 NH1154| NH1150 HARVARD ST JOSEPHS CH SPIRE         APPROX. 8.5 KM 1843615.1 |
 NH1154| NH1151 HARVARD MUNICIPAL TANK              APPROX. 8.5 KM 1850100.7 |
 NH1154| CI9034 BIGFOOT RM 2                         28.565 METERS 34807     |
 NH1154|---------------------------------------------------------------------|
 NH1154
 NH1154                          SUPERSEDED SURVEY CONTROL
 NH1154
 NH1154  NAD 83(1986)-  42 29 42.66692(N)    088 36 22.66951(W) AD(       ) 3
 NH1154  NAD 27      -  42 29 42.60740(N)    088 36 22.31040(W) AD(       ) 3
 NH1154  NGVD 29             289.43   (m)          949.6    (f) LEVELING    3  
 NH1154
 NH1154.Superseded values are not recommended for survey control.
 NH1154
 NH1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1154.See file dsdata.pdf to determine how the superseded data were derived.
 NH1154
 NH1154_MARKER: DS = TRIANGULATION STATION DISK
 NH1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1154_STAMPING: BIGFOOT 1954
 NH1154_MARK LOGO: CGS
 NH1154_PROJECTION: FLUSH
 NH1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1154+STABILITY: SURFACE MOTION
 NH1154
 NH1154  HISTORY     - Date     Condition        Report By
 NH1154  HISTORY     - 1954     MONUMENTED       CGS
 NH1154  HISTORY     - 20060729 GOOD             USPSQD
 NH1154
 NH1154                          STATION DESCRIPTION
 NH1154
 NH1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1154'STATION IS LOCATED ABOUT 5 MILES NORTH OF HARVARD, ILLINOIS
 NH1154'IN THE SMALL TOWN OF BIG FOOT *ALONG THE NORTH SIDE OF STATE
 NH1154'LINE ROAD AND ON THE PROPERTY OF JOHN A. ANDERSON.  IT IS
 NH1154'94 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 45 FEET
 NH1154'NORTH OF THE CENTER OF STATE LINE ROAD, 39 FEET EAST OF THE
 NH1154'CENTER OF A GRAVEL DRIVEWAY AND 14 FEET NORTH OF A WHITE WITNESS
 NH1154'POST AND FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 NH1154'STAMPED BIGFOOT 1954.
 NH1154'
 NH1154'REFERENCE MARK NO. 1 IS 49 FEET NORTH OF A TELEPHONE POLE,
 NH1154'44 FEET NORTH OF A FENCE LINE, 4 FEET WEST OF A FENCE LINE
 NH1154'AND 1 FOOT SOUTH OF THE SOUTH SIDE OF A LARGE CORN CRIB.
 NH1154'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BIGFOOT
 NH1154'NO 1 1954.
 NH1154'
 NH1154'REFERENCE MARK NO. 2 IS 2 FEET EAST OF THE SOUTHWEST CORNER
 NH1154'OF THE BARN AND 1 FOOT SOUTH OF THE SOUTH SIDE OF THE BARN.
 NH1154'THE MARK IS FLUSH AND THE DISK IS STAMPED BIGFOOT NO 2 1954.
 NH1154'
 NH1154'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF STATE LINE
 NH1154'ROAD, 3 FEET WEST OF A POWER LINE POLE, 2 FEET WEST OF A WHITE
 NH1154'WITNESS POST AND 2 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED
 NH1154'FIELD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NH1154'BIGFOOT 1954.
 NH1154'
 NH1154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 NH1154'STATE HIGHWAY 173 IN HARVARD, ILLINOIS GO NORTH ON HIGHWAY
 NH1154'14 FOR 5.1 MILE TO THE STATE LINE ROAD IN BIG FOOT,* TURN
 NH1154'LEFT AND GO WEST ON STATE LINE ROAD FOR 0.1 MILE TO THE
 NH1154'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON
 NH1154'STATE LINE ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT
 NH1154'AS DESCRIBED.
 NH1154'
 NH1154'*BIG FOOT PRAIRIE
 NH1154'
 NH1154'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1154
 NH1154                          STATION RECOVERY (2006)
 NH1154
 NH1154'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH1154'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14 FEET NORTHWEST
 NH1154'OF POWER POLE --1-16-33 34/0--, 9 FEET NORTH OF THE WEST GUY WIRE
 NH1154'ANCHOR, AND 2 INCHES BELOW GROUND LEVEL.
 NH1154'REFERENCE MARK 1 IS 4 FEET WEST OF THE SOUTHEAST CORNER OF THE FORMER
 NH1154'CORN CRIB (NOW GARAGE).
 NH1154'REFERENCE MARK 2 WAS NOT FOUND.  THE OWNER STATES THAT THE BARN
 NH1154'FOUNDATION WAS REPLACED IN 1960 SO THE MONUMENT IS EITHER COVERED OR
 NH1154'DESTROYED.
 NH1154'NOTE-- THE DRIVEWAY REFERENCED IN THE 1954 DESCRIPTION IS TO THE
 NH1154'PRIVATE RESIDENCE AT --W6242 STATE LINE ROAD--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1268 ***********************************************************************
 PN1268  DESIGNATION -  BIGHORN
 PN1268  PID         -  PN1268
 PN1268  STATE/COUNTY-  WI/ADAMS
 PN1268  COUNTRY     -  US
 PN1268  USGS QUAD   -  ROCHE A CRI (2018)
 PN1268
 PN1268                         *CURRENT SURVEY CONTROL
 PN1268  ______________________________________________________________________
 PN1268* NAD 83(1991) POSITION- 44 07 12.97403(N) 089 48 28.98364(W)   ADJUSTED
 PN1268* NAVD 88 ORTHO HEIGHT -   303.1   (meters)      994.    (feet) VERTCON3
 PN1268  ______________________________________________________________________
 PN1268  GEOID HEIGHT    -        -35.471 (meters)                     GEOID18
 PN1268  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 PN1268  HORZ ORDER      -  SECOND
 PN1268
 PN1268.The horizontal coordinates were established by classical geodetic methods
 PN1268.and adjusted by the National Geodetic Survey in November 1991.
 PN1268
 PN1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1268
 PN1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1268.GEOID18 height accuracy estimate available here.
 PN1268
 PN1268.Click photographs - Photos may exist for this station.
 PN1268
 PN1268.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1268
 PN1268. The following values were computed from the NAD 83(1991) position.
 PN1268
 PN1268;                    North         East     Units Scale Factor Converg.
 PN1268;SPC WI S     -   235,568.427   615,364.524   MT  1.00001133   +0 07 54.8
 PN1268;SPC WI S     -   772,860.75  2,018,908.44   sFT  1.00001133   +0 07 54.8
 PN1268;UTM  16      - 4,889,065.670   275,319.396   MT  1.00022090   -1 57 20.5
 PN1268
 PN1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1268!SPC WI S     -   0.99995804  x   1.00001133  =   0.99996936
 PN1268!UTM  16      -   0.99995804  x   1.00022090  =   1.00017893
 PN1268
 PN1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7531989065(NAD 83)
 PN1268
 PN1268|---------------------------------------------------------------------|
 PN1268| PID    Reference Object                     Distance      Geod. Az  |
 PN1268|                                                           dddmmss.s |
 PN1268| CS5235 BIGHORN RM 1                          7.364 METERS 07942     |
 PN1268| CS5236 BIGHORN RM 2                          6.818 METERS 34410     |
 PN1268|---------------------------------------------------------------------|
 PN1268
 PN1268                          SUPERSEDED SURVEY CONTROL
 PN1268
 PN1268  NAD 83(1986)-  44 07 12.97172(N)    089 48 28.99106(W) AD(       ) 2
 PN1268  NGVD 29 (02/11/91)  303.1    (m)          994.     (f) VERT ANG       
 PN1268
 PN1268.Superseded values are not recommended for survey control.
 PN1268
 PN1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1268.See file dsdata.pdf to determine how the superseded data were derived.
 PN1268
 PN1268_MARKER: DE = TRAVERSE STATION DISK
 PN1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1268_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1268+STABILITY: SURFACE MOTION
 PN1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN1268+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 PN1268
 PN1268  HISTORY     - Date     Condition        Report By
 PN1268  HISTORY     - 1982     MONUMENTED       WIDT
 PN1268  HISTORY     - 19950902 GOOD             USPSQD
 PN1268  HISTORY     - 20060924 GOOD             USPSQD
 PN1268
 PN1268                          STATION DESCRIPTION
 PN1268
 PN1268'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1268'THE STATION IS LOCATED ALONG STH 13 ABOUT 15.5 MILES SOUTH OF
 PN1268'WISCONSIN RAPIDS, 11 MILES NORTH OF FRIENDSHIP, AND 7 MILES EAST OF
 PN1268'MONROE CENTER.
 PN1268'
 PN1268'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND CTH C IN BIG
 PN1268'FLATS, GO NORTH ON STH 13 FOR 0.55 MILE TO THE JUNCTION WITH BIGHORN
 PN1268'DRIVE TO THE EAST.  CONTINUE NORTH ON STH 13 FOR ABOUT 120 FEET TO THE
 PN1268'STATION ON THE WEST HIGHWAY RIGHT OF WAY.
 PN1268'
 PN1268'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BIGHORN 1982---.
 PN1268'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1268'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 137.7
 PN1268'FEET NORTH OF A TELEPHONE PEDESTAL, 116.6 FEET NORTH OF THE CENTER OF
 PN1268'BIGHORN DRIVE PROJECTED WEST, 52.4 FEET WEST OF THE CENTER OF STH 13,
 PN1268'34.7 FEET EAST OF A 12 INCH JACK PINE, 22.8 FEET SOUTH OF A POWER
 PN1268'POLE, AND 2.3 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 PN1268'IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1268'
 PN1268'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---BIGHORN RM 1
 PN1268'1982---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1268'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 142.5 FEET
 PN1268'NORTH OF A TELEPHONE PEDESTAL, 120.8 FEET NORTH OF THE CENTER OF
 PN1268'BIGHORN DRIVE PROJECTED WEST, 58.2 FEET EAST OF A 12 INCH JACK PINE,
 PN1268'30.3 FEET SOUTHEAST OF A POWER POLE, 28.7 FEET WEST OF THE CENTER OF
 PN1268'STH 13, 21.9 FEET EAST NORTHEAST OF A METAL WITNESS POST, AND 1 FOOT
 PN1268'HIGHER THAN THE STATION.
 PN1268'
 PN1268'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BIGHORN RM 2
 PN1268'1982---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1268'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 138.2 FEET
 PN1268'NORTH OF THE CENTER OF BIGHORN DRIVE PROJECTED WEST, 58.3 FEET WEST OF
 PN1268'THE CENTER OF STH 13, 45.1 FEET SOUTH SOUTHEAST OF A 10 INCH JACK
 PN1268'PINE, 21.9 FEET NORTH NORTHWEST OF A METAL WITNESS POST, 5.8 FEET WEST
 PN1268'OF A POWER POLE, AND LEVEL WITH THE STATION.
 PN1268'
 PN1268'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.56 METERS.
 PN1268
 PN1268                          STATION RECOVERY (1995)
 PN1268
 PN1268'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1268'RECOVERED IN GOOD CONDITION.
 PN1268
 PN1268                          STATION RECOVERY (2006)
 PN1268
 PN1268'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 PN1268'MARK - METAL WITNESS POST GONE. DISK IS SET 4.5 FEET BELOW ROAD GRADE,
 PN1268'NOT GROUND.
 PN1268'RM 1 - METAL WITNESS POST - GONE
 PN1268'RM 2 - 10 INCH JACK PINE - GONE, METAL WITNESS POST - GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0267 ***********************************************************************
 QN0267  DESIGNATION -  BILL
 QN0267  PID         -  QN0267
 QN0267  STATE/COUNTY-  WI/WASHBURN
 QN0267  COUNTRY     -  US
 QN0267  USGS QUAD   -  STONE LAKE (2018)
 QN0267
 QN0267                         *CURRENT SURVEY CONTROL
 QN0267  ______________________________________________________________________
 QN0267* NAD 83(1996) POSITION- 45 52 27.22590(N) 091 33 08.98609(W)   ADJUSTED
 QN0267* NAVD 88 ORTHO HEIGHT -   390.328 (meters)     1280.60  (feet) POSTED
 QN0267  ______________________________________________________________________
 QN0267  GEOID HEIGHT    -        -29.302 (meters)                     GEOID18
 QN0267  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 QN0267  DYNAMIC HEIGHT  -        390.32  (meters)     1280.6   (feet) COMP
 QN0267  MODELED GRAVITY -    980,573.3   (mgal)                       NAVD 88
 QN0267
 QN0267  HORZ ORDER      -  FIRST
 QN0267  VERT ORDER      -  * POSTED, SEE BELOW
 QN0267
 QN0267.The horizontal coordinates were established by classical geodetic methods
 QN0267.and adjusted by the National Geodetic Survey in March 1999.
 QN0267
 QN0267.The orthometric height was determined by differential leveling
 QN0267.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QN0267
 QN0267.* This is a POSTED BENCH MARK height.
 QN0267
 QN0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0267.GEOID18 height accuracy estimate available here.
 QN0267
 QN0267.Click photographs - Photos may exist for this station.
 QN0267
 QN0267.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0267
 QN0267.The dynamic height is computed by dividing the NAVD 88
 QN0267.geopotential number by the normal gravity value computed on the
 QN0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0267.degrees latitude (g = 980.6199 gals.).
 QN0267
 QN0267.The modeled gravity was interpolated from observed gravity values.
 QN0267
 QN0267. The following values were computed from the NAD 83(1996) position.
 QN0267
 QN0267;                    North         East     Units Scale Factor Converg.
 QN0267;SPC WI N     -    79,818.992   479,479.027   MT  0.99995840   -1 07 11.7
 QN0267;SPC WI N     -   261,872.81  1,573,090.77   sFT  0.99995840   -1 07 11.7
 QN0267;UTM  15      - 5,081,092.373   612,336.906   MT  0.99975514   +1 02 20.9
 QN0267
 QN0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0267!SPC WI N     -   0.99994340  x   0.99995840  =   0.99990181
 QN0267!UTM  15      -   0.99994340  x   0.99975514  =   0.99969856
 QN0267
 QN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1233681092(NAD 83)
 QN0267
 QN0267|---------------------------------------------------------------------|
 QN0267| PID    Reference Object                     Distance      Geod. Az  |
 QN0267|                                                           dddmmss.s |
 QN0267| CJ4278 BILL RM                              16.928 METERS 16315     |
 QN0267| QN0266 SAWYERTON                           392.694 METERS 32658     |
 QN0267|---------------------------------------------------------------------|
 QN0267
 QN0267                          SUPERSEDED SURVEY CONTROL
 QN0267
 QN0267  NAD 83(1991)-  45 52 27.22491(N)    091 33 08.98647(W) AD(       ) 1
 QN0267  NAD 83(1986)-  45 52 27.22211(N)    091 33 08.98009(W) AD(       ) 1
 QN0267  NAD 27      -  45 52 27.39700(N)    091 33 08.39000(W) AD(       ) 1
 QN0267  USSD        -  45 52 27.79500(N)    091 33 08.10100(W) AD(       ) 3
 QN0267  NGVD 29 (??/??/92)  390.352  (m)         1280.68   (f) ADJ UNCH    1 2
 QN0267  NGVD 29             390.35   (m)         1280.7    (f) LEVELING    3  
 QN0267
 QN0267.Superseded values are not recommended for survey control.
 QN0267
 QN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0267.See file dsdata.pdf to determine how the superseded data were derived.
 QN0267
 QN0267_MARKER: DS = TRIANGULATION STATION DISK
 QN0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0267_STAMPING: BILL 1921
 QN0267_MARK LOGO: CGS
 QN0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0267+STABILITY: SURFACE MOTION
 QN0267
 QN0267  HISTORY     - Date     Condition        Report By
 QN0267  HISTORY     - 1921     MONUMENTED       CGS
 QN0267  HISTORY     - 1922     GOOD             CGS
 QN0267  HISTORY     - 1934     GOOD             CGS
 QN0267  HISTORY     - 1952     GOOD             CGS
 QN0267
 QN0267                          STATION DESCRIPTION
 QN0267
 QN0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0267'STATION IS ABOUT 2 MILES N OF STONE LAKE, ON THE E SIDE OF
 QN0267'THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0267'RAILWAY, ON THE EXTENSION OF THE W RAIL FROM THE S AT THE
 QN0267'BEGINNING OF THE THIRD CURVE N OF STONE LAKE.  IT IS ABOUT
 QN0267'250 METERS N OF MILEPOST 392, AND IS ON THE E SIDE OF THE
 QN0267'TRACK 6.475 METERS (21.20 FEET) FROM E RAIL.
 QN0267'
 QN0267'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0267'DISKS SET IN CONCRETE.
 QN0267'
 QN0267'REFERENCE MARK IS ON THE SAME SIDE OF TRACK.
 QN0267
 QN0267                          STATION RECOVERY (1922)
 QN0267
 QN0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QN0267'2 MI N FROM STONE LAKE.
 QN0267'IN WASHBURN COUNTY, 2 MILES NORTH ALONG THE MINNEAPOLIS, ST.
 QN0267'PAUL AND SAULT STE. MARIE RAILROAD FROM STONE LAKE, SAWYER
 QN0267'COUNTY, 660 FEET NORTH OF MILEPOST 391, AT THE BEGINNING OF THE
 QN0267'THIRD CURVE NORTH OF STONE LAKE, IN LINE WITH THE SOUTH TANGENT
 QN0267'OF THE WEST RAIL, AND 21.2 FEET EAST OF THE EAST RAIL.  A
 QN0267'STANDARD DISK, STAMPED BILL 1921 AND SET IN THE TOP OF A CONCRETE
 QN0267'POST.
 QN0267
 QN0267                          STATION RECOVERY (1934)
 QN0267
 QN0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0267'RECOVERED IN GOOD CONDITION.
 QN0267
 QN0267                          STATION RECOVERY (1952)
 QN0267
 QN0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0267'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS ON THE
 QN0267'EXTENSION OF THE W RAIL MENTIONED AND 22.63 FEET E OF THE E RAIL
 QN0267'INSTEAD OF 21.20 FEET AS THE ORIGINAL DESCRIPTION STATED.
 QN0267'REFERENCE MARK WAS RECOVERED AND IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP2177 ***********************************************************************
 PP2177  DESIGNATION -  BILL
 PP2177  PID         -  PP2177
 PP2177  STATE/COUNTY-  WI/DUNN
 PP2177  COUNTRY     -  US
 PP2177  USGS QUAD   -  WESTON (2018)
 PP2177
 PP2177                         *CURRENT SURVEY CONTROL
 PP2177  ______________________________________________________________________
 PP2177* NAD 83(1996) POSITION- 44 49 58.24665(N) 092 00 25.34941(W)   ADJUSTED
 PP2177* NAVD 88 ORTHO HEIGHT -   343.6   (meters)     1127.    (feet) VERTCON3
 PP2177  ______________________________________________________________________
 PP2177  GEOID HEIGHT    -        -30.646 (meters)                     GEOID18
 PP2177  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 PP2177  HORZ ORDER      -  SECOND
 PP2177
 PP2177.The horizontal coordinates were established by classical geodetic methods
 PP2177.and adjusted by the National Geodetic Survey in March 1999.
 PP2177
 PP2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2177
 PP2177.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2177.GEOID18 height accuracy estimate available here.
 PP2177
 PP2177.Click photographs - Photos may exist for this station.
 PP2177
 PP2177.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2177
 PP2177. The following values were computed from the NAD 83(1996) position.
 PP2177
 PP2177;                    North         East     Units Scale Factor Converg.
 PP2177;SPC WI C     -   113,025.490   441,317.209   MT  0.99994099   -1 24 58.0
 PP2177;SPC WI C     -   370,817.80  1,447,888.21   sFT  0.99994099   -1 24 58.0
 PP2177;UTM  15      - 4,964,861.544   578,487.561   MT  0.99967575   +0 42 00.4
 PP2177
 PP2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2177!SPC WI C     -   0.99995094  x   0.99994099  =   0.99989194
 PP2177!UTM  15      -   0.99995094  x   0.99967575  =   0.99962671
 PP2177
 PP2177:                Primary Azimuth Mark                     Grid Az
 PP2177:SPC WI C     -  HINTZMAN                                 036 47 51.2
 PP2177:UTM  15      -  HINTZMAN                                 034 40 52.8
 PP2177
 PP2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7848764861(NAD 83)
 PP2177
 PP2177|---------------------------------------------------------------------|
 PP2177| PID    Reference Object                     Distance      Geod. Az  |
 PP2177|                                                           dddmmss.s |
 PP2177| PO0767 HINTZMAN                            APPROX.13.1 KM 0352253.2 |
 PP2177| CJ3861 BILL RM 1                             5.799 METERS 22444     |
 PP2177| CJ3862 BILL RM 2                             5.019 METERS 32517     |
 PP2177|---------------------------------------------------------------------|
 PP2177
 PP2177                          SUPERSEDED SURVEY CONTROL
 PP2177
 PP2177  NAD 83(1991)-  44 49 58.24303(N)    092 00 25.34849(W) AD(       ) 2
 PP2177  NAD 83(1986)-  44 49 58.23918(N)    092 00 25.35916(W) AD(       ) 2
 PP2177  NAD 27      -  44 49 58.37290(N)    092 00 24.71804(W) AD(       ) 2
 PP2177  NGVD 29 (07/19/86)  343.5    (m)         1127.     (f) VERT ANG       
 PP2177
 PP2177.Superseded values are not recommended for survey control.
 PP2177
 PP2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2177.See file dsdata.pdf to determine how the superseded data were derived.
 PP2177
 PP2177_MARKER: DD = SURVEY DISK
 PP2177_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2177_STAMPING: BILL-ET 1972
 PP2177_MARK LOGO: USGS
 PP2177_PROJECTION: FLUSH
 PP2177_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2177
 PP2177  HISTORY     - Date     Condition        Report By
 PP2177  HISTORY     - 1972     MONUMENTED       USGS
 PP2177
 PP2177                          STATION DESCRIPTION
 PP2177
 PP2177'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2177'STATION IS ABOUT 3 MI. S. AND 4 MI. W. OF MENOMONIE,
 PP2177'T. 27 N., R. 13 W., NEAR CENTER SW/4 SEC. 7.
 PP2177'
 PP2177'TO REACH FROM JUNCTIONS OF STATE HIGHWAYS 25 AND 12 AND 29
 PP2177'IN THE CENTER OF MENOMONIE, GO 1.4 MI. S. ON STATE HIGHWAY 25
 PP2177'TO JUNCTION OF COUNTY HIGHWAY D AT S. EDGE OF MENOMONIE, TURN
 PP2177'W. AND FOLLOW COUNTY HIGHWAY D ABOUT 5.1 MI. TO JUNCTION OF
 PP2177'COUNTY HIGHWAY K, CONTINUE WNW. ON COUNTY HIGHWAY D ABOUT 0.6
 PP2177'MI. TO FIELD RD. N., FOLLOW FIELD RD. N. FOR ABOUT 0.15 MI. THEN
 PP2177'NW. 0.05 MI. TO FENCE AND GATE.  PARK TRUCK AND WALK W. ABOUT
 PP2177'132 FT. UP RIDGE TO STATION ON LEFT.
 PP2177'
 PP2177'STATION MARK STAMPED ET BILL 1972 IS 12 FT. S. AND 132 FT W. OF
 PP2177'FIELD RD. AT FENCE AND GATE.  STATION ON SE. SIDE OF HILL, 8
 PP2177'FT. WNW. OF 4-IN. ELM TREE.
 PP2177'
 PP2177'REFERENCE MARK NO. 1 STAMPED BILL NO 1 1972 IS 19 FT. SW. OF
 PP2177'STATION, ABOUT 18 FT. S. AND 149 FT. W OF FIELD RD. AT FENCE AND
 PP2177'GATE, 3 FT. NNE. OF 3-IN. ELM TREE.
 PP2177'
 PP2177'REFERENCE MARK NO. 2 STAMPED BILL NO 2 1972 IS 16 FT. NW. OF
 PP2177'STATION, ABOUT 6 FT. N. AND 143 FT. W. OF FIELD RD. AT FENCE AND
 PP2177'GATE, 4 FT. S. OF TREES ALONG N. SIDE OF RIDGE.
 PP2177'
 PP2177'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER
 PP2177'COATED RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE, 12 IN. LONG
 PP2177'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH
 PP2177'WITH SURFACE.
 PP2177'
 PP2177'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0885 ***********************************************************************
 PN0885  DESIGNATION -  BILL
 PN0885  PID         -  PN0885
 PN0885  STATE/COUNTY-  WI/OUTAGAMIE
 PN0885  COUNTRY     -  US
 PN0885  USGS QUAD   -  SEYMOUR (2018)
 PN0885
 PN0885                         *CURRENT SURVEY CONTROL
 PN0885  ______________________________________________________________________
 PN0885* NAD 83(1991) POSITION- 44 30 29.85917(N) 088 21 49.60949(W)   ADJUSTED
 PN0885* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 PN0885  ______________________________________________________________________
 PN0885  GEOID HEIGHT    -        -36.270 (meters)                     GEOID18
 PN0885  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 PN0885  HORZ ORDER      -  FIRST
 PN0885
 PN0885.The horizontal coordinates were established by classical geodetic methods
 PN0885.and adjusted by the National Geodetic Survey in November 1991.
 PN0885
 PN0885.The orthometric height was scaled from a topographic map.
 PN0885
 PN0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0885.GEOID18 height accuracy estimate available here.
 PN0885
 PN0885.Click photographs - Photos may exist for this station.
 PN0885
 PN0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0885
 PN0885. The following values were computed from the NAD 83(1991) position.
 PN0885
 PN0885;                    North         East     Units Scale Factor Converg.
 PN0885;SPC WI C     -    76,311.010   730,095.525   MT  0.99996120   +1 09 16.1
 PN0885;SPC WI C     -   250,363.71  2,395,321.73   sFT  0.99996120   +1 09 16.1
 PN0885;UTM  16      - 4,929,234.958   391,597.704   MT  0.99974451   -0 57 22.0
 PN0885
 PN0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0885!SPC WI C     -   0.99996790  x   0.99996120  =   0.99992911
 PN0885!UTM  16      -   0.99996790  x   0.99974451  =   0.99971242
 PN0885
 PN0885:                Primary Azimuth Mark                     Grid Az
 PN0885:SPC WI C     -  PTS 39 S                                 079 27 37.9
 PN0885:UTM  16      -  PTS 39 S                                 081 34 16.0
 PN0885
 PN0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9159729234(NAD 83)
 PN0885
 PN0885|---------------------------------------------------------------------|
 PN0885| PID    Reference Object                     Distance      Geod. Az  |
 PN0885|                                                           dddmmss.s |
 PN0885| PN0041 PTS 39 S                            APPROX. 2.7 KM 0803654.0 |
 PN0885| CJ4279 BILL RM 1                            32.195 METERS 12648     |
 PN0885| CJ4280 BILL RM 2                            11.405 METERS 24852     |
 PN0885|---------------------------------------------------------------------|
 PN0885
 PN0885                          SUPERSEDED SURVEY CONTROL
 PN0885
 PN0885  NAD 83(1986)-  44 30 29.85034(N)    088 21 49.59568(W) AD(       ) 1
 PN0885  NAD 27      -  44 30 29.90200(N)    088 21 49.22600(W) AD(       ) 1
 PN0885
 PN0885.Superseded values are not recommended for survey control.
 PN0885
 PN0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0885.See file dsdata.pdf to determine how the superseded data were derived.
 PN0885
 PN0885_MARKER: DE = TRAVERSE STATION DISK
 PN0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0885_STAMPING: BILL 1926
 PN0885_MARK LOGO: CGS
 PN0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0885+STABILITY: SURFACE MOTION
 PN0885
 PN0885  HISTORY     - Date     Condition        Report By
 PN0885  HISTORY     - 1926     MONUMENTED       CGS
 PN0885  HISTORY     - 1930     GOOD             CGS
 PN0885  HISTORY     - 1974     MARK NOT FOUND   USGS
 PN0885
 PN0885                          STATION DESCRIPTION
 PN0885
 PN0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0885'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ABOUT 1-3/4
 PN0885'MILES W OF SEYMOUR ON FIRST CURVE IN TRACK OUT OF SEYMOUR.
 PN0885'NEAR THE CENTER OF A CLUMP OF TREES ALONG THE RIGHT-OF-WAY
 PN0885'FENCE ON N SIDE OF TRACK, 5.3 FEET FROM FENCE, 15 FEET FROM
 PN0885'N RAIL OF TRACK.
 PN0885'
 PN0885'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 PN0885'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0885'
 PN0885'REFERENCE MARK NO. 1 IS ON FENCE LINE ON S SIDE OF TRACK.  IT
 PN0885'IS 32.19 METERS (105.75 FEET) DISTANT FROM STATION.  REFERENCE
 PN0885'MARK NO. 2 IS ON FENCE LINE ON N SIDE OF TRACK.  IT IS 11.40
 PN0885'METERS (37.42 FEET) DISTANT FROM STATION.
 PN0885
 PN0885                          STATION RECOVERY (1930)
 PN0885
 PN0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0885'STATION FOUND AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION IN
 PN0885'GOOD CONDITION.
 PN0885
 PN0885                          STATION RECOVERY (1974)
 PN0885
 PN0885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0885'MARK NOT FOUND AFTER SEARCH.
 PN0885'
 PN0885'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.75 MILES
 PN0885'WEST OF SEYMOUR
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1244 ***********************************************************************
 OM1244  DESIGNATION -  BILL
 OM1244  PID         -  OM1244
 OM1244  STATE/COUNTY-  WI/MARQUETTE
 OM1244  COUNTRY     -  US
 OM1244  USGS QUAD   -  WESTFIELD EAST (2018)
 OM1244
 OM1244                         *CURRENT SURVEY CONTROL
 OM1244  ______________________________________________________________________
 OM1244* NAD 83(1991) POSITION- 43 57 58.85065(N) 089 29 34.62656(W)   ADJUSTED
 OM1244* NAVD 88 ORTHO HEIGHT -   298.4   (meters)      979.    (feet) VERTCON3
 OM1244  ______________________________________________________________________
 OM1244  GEOID HEIGHT    -        -35.958 (meters)                     GEOID18
 OM1244  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 OM1244  HORZ ORDER      -  SECOND
 OM1244
 OM1244.The horizontal coordinates were established by classical geodetic methods
 OM1244.and adjusted by the National Geodetic Survey in November 1991.
 OM1244
 OM1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1244
 OM1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1244.GEOID18 height accuracy estimate available here.
 OM1244
 OM1244.Click photographs - Photos may exist for this station.
 OM1244
 OM1244.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1244
 OM1244. The following values were computed from the NAD 83(1991) position.
 OM1244
 OM1244;                    North         East     Units Scale Factor Converg.
 OM1244;SPC WI S     -   218,571.652   640,690.367   MT  0.99998117   +0 20 54.2
 OM1244;SPC WI S     -   717,097.16  2,101,998.31   sFT  0.99998117   +0 20 54.2
 OM1244;UTM  16      - 4,871,156.524   300,014.495   MT  1.00009192   -1 43 52.6
 OM1244
 OM1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1244!SPC WI S     -   0.99995885  x   0.99998117  =   0.99994002
 OM1244!UTM  16      -   0.99995885  x   1.00009192  =   1.00005077
 OM1244
 OM1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0001471156(NAD 83)
 OM1244
 OM1244|---------------------------------------------------------------------|
 OM1244| PID    Reference Object                     Distance      Geod. Az  |
 OM1244|                                                           dddmmss.s |
 OM1244| CS5478 BILL RM 1                            14.123 METERS 16639     |
 OM1244| CS5479 BILL RM 2                            22.381 METERS 30203     |
 OM1244|---------------------------------------------------------------------|
 OM1244
 OM1244                          SUPERSEDED SURVEY CONTROL
 OM1244
 OM1244  NAD 83(1986)-  43 57 58.84823(N)    089 29 34.63409(W) AD(       ) 2
 OM1244  NGVD 29 (03/14/91)  298.4    (m)          979.     (f) VERT ANG       
 OM1244
 OM1244.Superseded values are not recommended for survey control.
 OM1244
 OM1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1244.See file dsdata.pdf to determine how the superseded data were derived.
 OM1244
 OM1244_MARKER: DD = SURVEY DISK
 OM1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1244_STAMPING: BILL 1979
 OM1244_MARK LOGO: WIDT
 OM1244_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1244+STABILITY: SURFACE MOTION
 OM1244
 OM1244  HISTORY     - Date     Condition        Report By
 OM1244  HISTORY     - 1980     MONUMENTED       WIDT
 OM1244
 OM1244                          STATION DESCRIPTION
 OM1244
 OM1244'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 OM1244'THE STATION IS LOCATED ALONG USH 51 ABOUT 16 MILES EAST OF FRIENDSHIP,
 OM1244'5.5 MILES NORTH OF WESTFIELD, AND 5 MILES SOUTH SOUTHEAST OF COLOMA.
 OM1244'
 OM1244'TO REACH THE STATION FROM THE JUNCTION OF CTH E AND USH 51 ON THE EAST
 OM1244'SIDE OF WESTFIELD, GO NORTH ON USH 51 FOR 5.75 MILES TO STATION ON
 OM1244'LEFT.  STATION IS ON BACKSLOPE OF HIGHWAY CUT ABOUT 200 FEET SOUTHEAST
 OM1244'OF BEGINNING OF CURVE TO THE NORTH.
 OM1244'
 OM1244'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---B1LL 1979---.  THE
 OM1244'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 OM1244'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 85 FEET
 OM1244'SOUTHWEST OF THE CENTER OF USH 51, 75 FEET SOUTHEAST OF A FENCE
 OM1244'CORNER, 24 FEET NORTHEAST OF A FENCE, AND 2 FEET SOUTHWEST OF A METAL
 OM1244'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 OM1244'CONCRETE 4.5 FEET BELOW GROUND.
 OM1244'
 OM1244'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---BILL RM 1
 OM1244'1979---SET IN THE TOP OF A 12 INCH CYLINRICAL CONCRETE MONUMENT WHICH
 OM1244'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 106.5 FEET SOUTHWEST OF THE
 OM1244'CENTER OF USH 51, 113 FEET SOUTHEAST OF A FENCE CORNER, 47.5 FEET
 OM1244'SOUTH OF A METAL WITNESS POST, AND 1 FOOT NORTHEAST OF A FENCE.
 OM1244'
 OM1244'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BILL RM 2
 OM1244'1979---SET IN THE TOP OF A 12 INCH CYLINRICAL CONCRETE MONUMENT WHICH
 OM1244'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 107 FEET SOUTHWEST OF THE
 OM1244'CENTER OF USH 51, 74.5 FEET NORTHWEST OF A METAL WITNESS POST, AND 3
 OM1244'FEET NORTHEAST OF A FENCE CORNER.
 OM1244'
 OM1244'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.42 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0003 ***********************************************************************
 QN0003  DESIGNATION -  BIM
 QN0003  PID         -  QN0003
 QN0003  STATE/COUNTY-  WI/PRICE
 QN0003  COUNTRY     -  US
 QN0003  USGS QUAD   -  PENNINGTON (2018)
 QN0003
 QN0003                         *CURRENT SURVEY CONTROL
 QN0003  ______________________________________________________________________
 QN0003* NAD 83(1991) POSITION- 45 32 20.15365(N) 090 28 19.28848(W)   ADJUSTED
 QN0003* NAVD 88 ORTHO HEIGHT -   443.111 (meters)     1453.77  (feet) ADJUSTED
 QN0003  ______________________________________________________________________
 QN0003  GEOID HEIGHT    -        -30.475 (meters)                     GEOID18
 QN0003  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 QN0003  DYNAMIC HEIGHT  -        443.095 (meters)     1453.72  (feet) COMP
 QN0003  MODELED GRAVITY -    980,565.9   (mgal)                       NAVD 88
 QN0003
 QN0003  HORZ ORDER      -  FIRST
 QN0003  VERT ORDER      -  FIRST     CLASS II
 QN0003
 QN0003.The horizontal coordinates were established by classical geodetic methods
 QN0003.and adjusted by the National Geodetic Survey in November 1991.
 QN0003
 QN0003.The orthometric height was determined by differential leveling and
 QN0003.adjusted by the NATIONAL GEODETIC SURVEY
 QN0003.in June 1991.
 QN0003
 QN0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0003.GEOID18 height accuracy estimate available here.
 QN0003
 QN0003.Click photographs - Photos may exist for this station.
 QN0003
 QN0003.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0003
 QN0003.The dynamic height is computed by dividing the NAVD 88
 QN0003.geopotential number by the normal gravity value computed on the
 QN0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0003.degrees latitude (g = 980.6199 gals.).
 QN0003
 QN0003.The modeled gravity was interpolated from observed gravity values.
 QN0003
 QN0003. The following values were computed from the NAD 83(1991) position.
 QN0003
 QN0003;                    North         East     Units Scale Factor Converg.
 QN0003;SPC WI N     -    41,484.538   563,132.934   MT  1.00000515   -0 20 25.8
 QN0003;SPC WI N     -   136,103.86  1,847,545.30   sFT  1.00000515   -0 20 25.8
 QN0003;UTM  15      - 5,045,930.293   697,365.354   MT  1.00007894   +1 48 17.5
 QN0003
 QN0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0003!SPC WI N     -   0.99993531  x   1.00000515  =   0.99994046
 QN0003!UTM  15      -   0.99993531  x   1.00007894  =   1.00001425
 QN0003
 QN0003:                Primary Azimuth Mark                     Grid Az
 QN0003:SPC WI N     -  UNCLE                                    077 18 29.7
 QN0003:UTM  15      -  UNCLE                                    075 09 46.4
 QN0003
 QN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9736545930(NAD 83)
 QN0003
 QN0003|---------------------------------------------------------------------|
 QN0003| PID    Reference Object                     Distance      Geod. Az  |
 QN0003|                                                           dddmmss.s |
 QN0003| QN0004 UNCLE                               APPROX. 1.4 KM 0765803.9 |
 QN0003| CJ4281 BIM RM                               24.420 METERS 27743     |
 QN0003|---------------------------------------------------------------------|
 QN0003
 QN0003                          SUPERSEDED SURVEY CONTROL
 QN0003
 QN0003  NAD 83(1986)-  45 32 20.14934(N)    090 28 19.28249(W) AD(       ) 1
 QN0003  NAD 27      -  45 32 20.27000(N)    090 28 18.74900(W) AD(       ) 1
 QN0003  USSD        -  45 32 20.54800(N)    090 28 18.52500(W) AD(       ) 3
 QN0003  NGVD 29 (??/??/92)  443.108  (m)         1453.76   (f) ADJ UNCH    1 2
 QN0003  NGVD 29             443.11   (m)         1453.8    (f) LEVELING    3  
 QN0003
 QN0003.Superseded values are not recommended for survey control.
 QN0003
 QN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0003.See file dsdata.pdf to determine how the superseded data were derived.
 QN0003
 QN0003_MARKER: DS = TRIANGULATION STATION DISK
 QN0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0003_STAMPING: BIM 1921
 QN0003_MARK LOGO: CGS
 QN0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0003+STABILITY: SURFACE MOTION
 QN0003
 QN0003  HISTORY     - Date     Condition        Report By
 QN0003  HISTORY     - 1921     MONUMENTED       CGS
 QN0003  HISTORY     - 1921     GOOD             CGS
 QN0003  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 QN0003  HISTORY     - 1952     GOOD             CGS
 QN0003  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0003  HISTORY     - 20040802 MARK NOT FOUND   WIDT
 QN0003
 QN0003                          STATION DESCRIPTION
 QN0003
 QN0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0003'STATION IS ABOUT 3-1/4 MILES W OF PENNINGTON, ON THE S SIDE
 QN0003'OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0003'MARIE RAILWAY, ON THE EXTENSION OF THE S RAIL FROM THE E AT
 QN0003'THE THIRD CURVE W OF PENNINGTON.  IT IS ABOUT 65 METERS W
 QN0003'OF THE POINT OF TANGENCY OF THE CURVE, AND 2.425 METERS
 QN0003'(7.960 FEET) S OF THE S RAIL.  REFERENCE MARK IS ON THE OPPOSITE
 QN0003'SIDE OF THE TRACK.
 QN0003'
 QN0003'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0003'DISKS SET IN CONCRETE.
 QN0003
 QN0003                          STATION RECOVERY (1921)
 QN0003
 QN0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0003'3.6 MI W FROM PENNINGTON.
 QN0003'3.6 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0003'MARIE RAILROAD FROM PENNINGTON, PRICE COUNTY, AT THE THIRD
 QN0003'CURVE WEST OF PENNINGTON, IN LINE WITH THE SOUTH RAIL OF THE
 QN0003'EAST TANGENT, 71 YARDS EAST OF THE POINT OF TANGENCY, AND 8.0
 QN0003'FEET SOUTH OF THE SOUTH RAIL.  A STANDARD TRIANGULATION-STATION
 QN0003'DISK, STAMPED BIM 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0003
 QN0003                          STATION RECOVERY (1950)
 QN0003
 QN0003'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 QN0003'MARK NOT FOUND.
 QN0003
 QN0003                          STATION RECOVERY (1952)
 QN0003
 QN0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0003'STATION MARK RECOVERED AS PREVIOUSLY DESCRIBED.  THE SURFACE
 QN0003'MARK HAS BEEN PUSHED OVER AND THE SUBSURFACE MARK WAS RECOVERED
 QN0003'AT ITS BASE AND IS IN GOOD CONDITION.
 QN0003'
 QN0003'NO SEARCH WAS MADE FOR THE REFERENCE MARK.
 QN0003
 QN0003                          STATION RECOVERY (1985)
 QN0003
 QN0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0003'MARK NOT FOUND.
 QN0003
 QN0003                          STATION RECOVERY (2004)
 QN0003
 QN0003'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0003'COULD NO FIND.  WORK HAS BEEN DONE TO AND AROUND THE TRACKS.  COULD
 QN0003'HAVE BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6075 ***********************************************************************
 DF6075  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6075  DESIGNATION -  BINGHAMTON GPS
 DF6075  PID         -  DF6075
 DF6075  STATE/COUNTY-  WI/OUTAGAMIE
 DF6075  COUNTRY     -  US
 DF6075  USGS QUAD   -  SHIOCTON (2018)
 DF6075
 DF6075                         *CURRENT SURVEY CONTROL
 DF6075  ______________________________________________________________________
 DF6075* NAD 83(2011) POSITION- 44 25 36.56955(N) 088 30 32.71137(W)   ADJUSTED
 DF6075* NAD 83(2011) ELLIP HT-   212.432 (meters)        (06/27/12)   ADJUSTED
 DF6075* NAD 83(2011) EPOCH   -  2010.00
 DF6075* NAVD 88 ORTHO HEIGHT -   248.76  (meters)      816.1   (feet) GPS OBS
 DF6075  ______________________________________________________________________
 DF6075  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6075  GEOID HEIGHT    -        -36.330 (meters)                     GEOID12A
 DF6075  GEOID HEIGHT    -        -36.327 (meters)                     GEOID18
 DF6075  NAD 83(2011) X  -    118,710.455 (meters)                     COMP
 DF6075  NAD 83(2011) Y  - -4,561,010.967 (meters)                     COMP
 DF6075  NAD 83(2011) Z  -  4,442,233.590 (meters)                     COMP
 DF6075  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 DF6075
 DF6075  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6075  Standards:
 DF6075         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6075            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6075  -------------------------------------------------------------------
 DF6075  NETWORK    0.33   0.31           0.15   0.11   0.16     -0.00085385
 DF6075  -------------------------------------------------------------------
 DF6075  Click here for local accuracies and other accuracy information.
 DF6075
 DF6075.The horizontal coordinates were established by GPS observations
 DF6075.and adjusted by the National Geodetic Survey in June 2012.
 DF6075
 DF6075.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6075.been affixed to the stable North American tectonic plate. See 
 DF6075.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6075
 DF6075.The horizontal coordinates are valid at the epoch date displayed above
 DF6075.which is a decimal equivalence of Year/Month/Day.
 DF6075
 DF6075.The orthometric height was determined by GPS observations and a
 DF6075.high-resolution geoid model using precise GPS observation and
 DF6075.processing techniques.
 DF6075
 DF6075.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6075.GEOID18 height accuracy estimate available here.
 DF6075
 DF6075.Click photographs - Photos may exist for this station.
 DF6075
 DF6075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6075
 DF6075.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6075
 DF6075.The ellipsoidal height was determined by GPS observations
 DF6075.and is referenced to NAD 83.
 DF6075
 DF6075. The following values were computed from the NAD 83(2011) position.
 DF6075
 DF6075;                    North         East     Units Scale Factor Converg.
 DF6075;SPC WI C     -    67,037.401   718,709.825   MT  0.99997127   +1 03 07.0
 DF6075;SPC WI C     -   219,938.54  2,357,967.15   sFT  0.99997127   +1 03 07.0
 DF6075;UTM  16      - 4,920,388.561   379,880.765   MT  0.99977744   -1 03 23.3
 DF6075
 DF6075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6075!SPC WI C     -   0.99996669  x   0.99997127  =   0.99993796
 DF6075!UTM  16      -   0.99996669  x   0.99977744  =   0.99974414
 DF6075
 DF6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7988020388(NAD 83)
 DF6075
 DF6075                          SUPERSEDED SURVEY CONTROL
 DF6075
 DF6075  NAD 83(2007)-  44 25 36.56966(N)    088 30 32.71223(W) AD(2002.00) 0
 DF6075  ELLIP H (02/10/07)  212.473  (m)                       GP(2002.00)    
 DF6075  NAD 83(1997)-  44 25 36.56971(N)    088 30 32.71228(W) AD(       ) 1
 DF6075  ELLIP H (06/11/03)  212.470  (m)                       GP(       ) 3 1
 DF6075  NAVD 88 (07/26/07)  248.74   (m)  GEOID03  model used  GPS OBS        
 DF6075  NAVD 88 (06/11/03)  248.75   (m)  GEOID99  model used  GPS OBS        
 DF6075
 DF6075.Superseded values are not recommended for survey control.
 DF6075
 DF6075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6075.See file dsdata.pdf to determine how the superseded data were derived.
 DF6075
 DF6075_MARKER: DD = SURVEY DISK
 DF6075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6075_STAMPING: BINGHAMTON GPS 1993
 DF6075_MARK LOGO: WIDT
 DF6075_PROJECTION: FLUSH
 DF6075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6075+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2008
 DF6075
 DF6075  HISTORY     - Date     Condition        Report By
 DF6075  HISTORY     - 1993     MONUMENTED       WI-087
 DF6075  HISTORY     - 2002     GOOD             WIDT
 DF6075  HISTORY     - 20030702 GOOD             USPSQD
 DF6075  HISTORY     - 20041008 GOOD             USPSQD
 DF6075  HISTORY     - 20050712 GOOD             WIDT
 DF6075  HISTORY     - 20061022 GOOD             USPSQD
 DF6075  HISTORY     - 20081201 GOOD             WIDT
 DF6075
 DF6075                          STATION DESCRIPTION
 DF6075
 DF6075'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6075'THE STATION IS LOCATED ABOUT 18 KM NORTH-NORTHWEST OF APPLETON AND 6
 DF6075'KM SOUTHEAST OF SHIOCTON.  OWNERSHIP--OUTAGAMIE COUNTY.
 DF6075'
 DF6075'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH STATE
 DF6075'HIGHWAY 76 SOUTH IN THE VILLAGE OF SHIOCTON, GO SOUTH ON STATE HIGHWAY
 DF6075'76 FOR 1.6 KM TO COUNTY HIGHWAY A ON THE LEFT, TURN LEFT AND GO EAST
 DF6075'ON COUNTY HIGHWAY A FOR 4.8 KM TO HERMAN ROAD, CONTINUE EAST ON COUNTY
 DF6075'HIGHWAY A FOR 0.6 KM TO THE STATION ON THE RIGHT.
 DF6075'
 DF6075'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION CONTROL
 DF6075'STATION SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DF6075'DEPTH OF 1.8 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.
 DF6075'
 DF6075'THE STATION IS 11.8 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY A, 60
 DF6075'M WEST OF THE EXTENDED CENTERLINE OF LAIRD ROAD, 28.9 M NORTHEAST OF A
 DF6075'POWER POLE 60-4675, 17 M EAST OF A FIELD ENTRANCE, 2 M SOUTH OF A
 DF6075'CULTIVATED FIELD, 0.8 M SOUTH OF A STEEL WITNESS POST, 1.0 M SOUTH,
 DF6075'1.0 M EAST, AND 1.0 M WEST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6075'
 DF6075'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF6075'DEGREES ABOVE THE HORIZON.
 DF6075
 DF6075                          STATION RECOVERY (2003)
 DF6075
 DF6075'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6075'RECOVERED IN GOOD CONDITION.
 DF6075
 DF6075                          STATION RECOVERY (2004)
 DF6075
 DF6075'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DF6075'RECOVERED IN GOOD CONDITION.
 DF6075
 DF6075                          STATION RECOVERY (2005)
 DF6075
 DF6075'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6075'RECOVERED IN GOOD CONDITION.  THE POWER POLE DESCRIBED IN 2002 IS
 DF6075'NUMBERED 61-1601.
 DF6075
 DF6075                          STATION RECOVERY (2006)
 DF6075
 DF6075'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF6075'RECOVERED IN GOOD CONDITION.
 DF6075
 DF6075                          STATION RECOVERY (2008)
 DF6075
 DF6075'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DF6075'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0588 ***********************************************************************
 RM0588  DESIGNATION -  BIRCH
 RM0588  PID         -  RM0588
 RM0588  STATE/COUNTY-  WI/ASHLAND
 RM0588  COUNTRY     -  US
 RM0588  USGS QUAD   -  CEDAR (2018)
 RM0588
 RM0588                         *CURRENT SURVEY CONTROL
 RM0588  ______________________________________________________________________
 RM0588* NAD 83(1996) POSITION- 46 31 23.23466(N) 090 33 01.59293(W)   ADJUSTED
 RM0588* NAVD 88 ORTHO HEIGHT -   335.648 (meters)     1101.21  (feet) ADJUSTED
 RM0588  ______________________________________________________________________
 RM0588  GEOID HEIGHT    -        -31.300 (meters)                     GEOID18
 RM0588  LAPLACE CORR    -          7.08  (seconds)                    DEFLEC18
 RM0588  DYNAMIC HEIGHT  -        335.663 (meters)     1101.25  (feet) COMP
 RM0588  MODELED GRAVITY -    980,651.1   (mgal)                       NAVD 88
 RM0588
 RM0588  HORZ ORDER      -  FIRST
 RM0588  VERT ORDER      -  FIRST     CLASS II
 RM0588
 RM0588.The horizontal coordinates were established by classical geodetic methods
 RM0588.and adjusted by the National Geodetic Survey in March 1999.
 RM0588
 RM0588.The orthometric height was determined by differential leveling and
 RM0588.adjusted by the NATIONAL GEODETIC SURVEY
 RM0588.in June 1991.
 RM0588
 RM0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0588.GEOID18 height accuracy estimate available here.
 RM0588
 RM0588.Click photographs - Photos may exist for this station.
 RM0588
 RM0588.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0588
 RM0588.The dynamic height is computed by dividing the NAVD 88
 RM0588.geopotential number by the normal gravity value computed on the
 RM0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0588.degrees latitude (g = 980.6199 gals.).
 RM0588
 RM0588.The modeled gravity was interpolated from observed gravity values.
 RM0588
 RM0588. The following values were computed from the NAD 83(1996) position.
 RM0588
 RM0588;                    North         East     Units Scale Factor Converg.
 RM0588;SPC WI N     -   150,911.522   557,766.357   MT  0.99996456   -0 23 49.5
 RM0588;SPC WI N     -   495,115.55  1,829,938.46   sFT  0.99996456   -0 23 49.5
 RM0588;UTM  15      - 5,155,087.646   687,876.514   MT  1.00003389   +1 46 41.0
 RM0588
 RM0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0588!SPC WI N     -   0.99995229  x   0.99996456  =   0.99991685
 RM0588!UTM  15      -   0.99995229  x   1.00003389  =   0.99998618
 RM0588
 RM0588:                Primary Azimuth Mark                     Grid Az
 RM0588:SPC WI N     -  MONTREAL D                               074 05 58.9
 RM0588:UTM  15      -  MONTREAL D                               071 55 28.4
 RM0588
 RM0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8787655087(NAD 83)
 RM0588
 RM0588|---------------------------------------------------------------------|
 RM0588| PID    Reference Object                     Distance      Geod. Az  |
 RM0588|                                                           dddmmss.s |
 RM0588| CJ2252 BIRCH RM 1                           40.739 METERS 05817     |
 RM0588| RM0627 MONTREAL D                          APPROX.17.2 KM 0734209.4 |
 RM0588| RM0589 BIRCH RM 2                           34.857 METERS 16322     |
 RM0588| RM0590 BIRCH RM 3                           22.952 METERS 22808     |
 RM0588| RM0719 ODANAH ST MARYS CATHOLIC CH         APPROX.14.8 KM 3100125.9 |
 RM0588| RM0722 CHEQUAMEGON PT LH WHITE LIGHT       APPROX.29.1 KM 3215352.2 |
 RM0588| RM0718 BIRCH RIDGE TOWER D                   8.318 METERS 35810     |
 RM0588|---------------------------------------------------------------------|
 RM0588
 RM0588                          SUPERSEDED SURVEY CONTROL
 RM0588
 RM0588  NAD 83(1991)-  46 31 23.23466(N)    090 33 01.59274(W) AD(       ) 1
 RM0588  NAD 83(1986)-  46 31 23.22823(N)    090 33 01.58499(W) AD(       ) 1
 RM0588  NAD 27      -  46 31 23.41900(N)    090 33 00.92700(W) AD(       ) 1
 RM0588
 RM0588.Superseded values are not recommended for survey control.
 RM0588
 RM0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0588.See file dsdata.pdf to determine how the superseded data were derived.
 RM0588
 RM0588_MARKER: DS = TRIANGULATION STATION DISK
 RM0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0588_STAMPING: BIRCH 1939
 RM0588_MARK LOGO: CGS
 RM0588_PROJECTION: PROJECTING 5 CENTIMETERS
 RM0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0588+STABILITY: SURFACE MOTION
 RM0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0588+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 RM0588
 RM0588  HISTORY     - Date     Condition        Report By
 RM0588  HISTORY     - 1939     MONUMENTED       CGS
 RM0588  HISTORY     - 1964     GOOD             CGS
 RM0588  HISTORY     - 1977     GOOD             NGS
 RM0588  HISTORY     - 1982     GOOD             NGS
 RM0588  HISTORY     - 1989     GOOD             USPSQD
 RM0588  HISTORY     - 19970626 GOOD             USPSQD
 RM0588  HISTORY     - 20020616 GOOD             USPSQD
 RM0588  HISTORY     - 20030709 GOOD             USPSQD
 RM0588  HISTORY     - 20041126 GOOD             USPSQD
 RM0588  HISTORY     - 20070911 MARK NOT FOUND   GEOCAC
 RM0588
 RM0588                          STATION DESCRIPTION
 RM0588
 RM0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0588'IN THE LOCALITY OF ODANAH, 3.5 MILES NORTH AND 2 MILES WEST
 RM0588'OF GURNEY, IN THE NORTHEAST QUARTER OF SEC. 25, T. 47 N.,
 RM0588'R. 2 W., ON THE LAND OF THE BAD RIVER INDIAN RESERVATION, 25
 RM0588'YARDS WEST OF THE ASHLAND-IRON COUNTY LINE AND AT THE SOUTH
 RM0588'SIDE OF THE BIRCH RIDGE LOOKOUT TOWER, 19.9 FEET SOUTH-SOUTHWEST
 RM0588'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 20.8 FEET SOUTHEAST
 RM0588'OF THE SOUTHWEST LEG OF THE TOWER AND 33.0 FEET NORTHWEST OF
 RM0588'THE NORTHWEST CORNER OF THE RANGER CABIN.  THE MARK PROJECTS
 RM0588'4 INCHES ABOVE THE GROUND AND IS STAMPED BIRCH 1939.
 RM0588'
 RM0588'TO REACH FROM THE POST OFFICE IN ODANAH, GO EAST ON U.S. HIGHWAY
 RM0588'2 FOR 9.0 MILES TO A T-ROAD AT THE RIGHT (IRON-ASHLAND COUNTY
 RM0588'LINE), TURN RIGHT (SOUTH) AND GO 0.15 MILE TO THE BIRCH RIDGE
 RM0588'LOOKOUT TOWER AT THE RIGHT AND THE STATION.
 RM0588'
 RM0588'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RM0588'BRONZE DISKS SET IN CONCRETE.
 RM0588'THE AZIMUTH AND REFERENCE MARKS ARE
 RM0588'WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS WHICH PROJECT
 RM0588'APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 RM0588'
 RM0588'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 33 FEET
 RM0588'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD AND 12 FEET
 RM0588'EAST OF A TELEPHONE POLE, PROJECTS 3 INCHES ABOVE THE GROUND
 RM0588'AND IS STAMPED BIRCH NO 1 1939.
 RM0588'
 RM0588'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, AT THE SOUTHEAST
 RM0588'CORNER OF THE PARKING AREA AND 49 FEET WEST OF THE CENTER LINE OF
 RM0588'THE NORTH-SOUTH ROAD, PROJECTS 4 INCHES ABOVE THE GROUND AND
 RM0588'IS STAMPED BIRCH NO 2 1939.
 RM0588'
 RM0588'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION IN THE NORTH
 RM0588'RIGHT-OF-WAY OF U.S. HIGHWAY 2.  IT IS ON THE HIGHEST POINT
 RM0588'OF A SAND CUT AND 52.5 FEET NORTH OF THE CENTER LINE OF THE
 RM0588'HIGHWAY, PROJECTS 3 INCHES ABOVE THE GROUND AND IS STAMPED
 RM0588'BIRCH 1939.
 RM0588'
 RM0588'BIRCH RIDGE TOWER D 1934 (U.S.G.S.) IS NORTH OF
 RM0588'THE STATION AND AT THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RM0588'
 RM0588'A 37-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 RM0588'
 RM0588'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RM0588
 RM0588                          STATION RECOVERY (1964)
 RM0588
 RM0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 RM0588'STATION RECOVERED AND THE STATION MARK, D 1934 (U.S.G.S.) AND
 RM0588'R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  R.M. NO. 1 HAD BEEN
 RM0588'REMOVED BY ROAD CONSTRUCTION AND WAS FOUND LYING ON TOP OF
 RM0588'THE GROUND.  THE AZIMUTH MARK WAS NOT RECOVERED BUT THE ORIGINAL
 RM0588'DESCRIPTION WAS NOT AVAILABLE AT THE TIME THE STATION WAS
 RM0588'RECOVERED.
 RM0588'
 RM0588'R.M. NO. 1 WAS RESET AND THE DISK WAS RESTAMPED NO. 3.  THIS
 RM0588'MARK WAS RESET TO THE SOUTHWEST OF THE STATION AND IS 11.4 FEET
 RM0588'EAST OF THE NORTHEAST CORNER OF AN OUTHOUSE.  THE MARK PROJECTS
 RM0588'4 INCHES AND THE DISK IS STAMPED BIRCH NO 3 1939.
 RM0588'
 RM0588'TO REACH THE STATION FROM ODANAH, FROM THE POST OFFICE, GO EAST
 RM0588'ON U.S. HIGHWAY 2 FOR 9.0 MILES TO A T-ROAD RIGHT AT THE
 RM0588'IRON-ASHLAND COUNTY LINE, TURN RIGHT AND GO SOUTH FOR 0.15
 RM0588'MILE TO THE BIRCH RIDGE LOOKOUT TOWER ON THE RIGHT AND THE STATION
 RM0588'JUST SOUTH OF THE TOWER.
 RM0588
 RM0588                          STATION RECOVERY (1977)
 RM0588
 RM0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0588'STATION MARK, REFERENCE MARKS 2 AND 3, AND BIRCH RIDGE TOWER D 1934
 RM0588'(USGS) WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 RM0588'RECOVERED.  THE HIGHWAY HAS BEEN WIDENED IN THE AREA WHERE THE
 RM0588'AZIMUTH MARK WAS AND IT IS BELIEVED THAT THE MARK WAS DESTROYED
 RM0588'DURING ROAD CONSTRUCTION.
 RM0588'
 RM0588'STATION IS ABOUT 4 MILES NORTHWEST OF GURNEY, 25 YARDS WEST OF
 RM0588'THE ASHLAND-IRON COUNTY LINE, AND JUST SOUTH OF THE BIRCH RIDGE
 RM0588'LOOKOUT TOWER.  STATION MARK IS 20 FEET SSW OF THE SE LEG OF THE
 RM0588'LOOKOUT TOWER AND 20.8 FEET SE OF THE SW LEG OF THE TOWER.  THE
 RM0588'MARK PROJECTS ABOUT 3 INCHES AND DISK IS STAMPED BIRCH 1939.
 RM0588'
 RM0588'REFERENCE MARK 2 IS 49 FEET WEST OF CENTER LINE OF NORTH-SOUTH
 RM0588'ROAD, AT THE WEST SIDE OF TRACK ROAD TO TOWER AND AT THE SOUTH
 RM0588'SIDE OF SMALL TURN AROUND AND PARKING AREA.  THE MARK PROJECTS
 RM0588'ABOUT 4 INCHES AND THE DISK IS STAMPED BIRCH NO 2 1939.
 RM0588'
 RM0588'REFERENCE MARK 3 WAS SET IN 1964 AFTER REFERENCE MARK 1 WAS
 RM0588'DESTROYED.  IT IS 75.03 FEET SOUTHWEST OF STATION AND 11.4 FEET
 RM0588'EAST OF THE NORTHEAST CORNER OF SMALL OUTHOUSE.  THE MARK PROJECTS
 RM0588'4 INCHES AND THE DISK IS STAMPED BIRCH NO 3 1939.
 RM0588'
 RM0588'TO REACH FROM THE BAD RIVER BRIDGE IN ODANAH, GO EAST ON
 RM0588'U.S. HIGHWAY 2 FOR 8.6 MILES TO TOP OF A RIDGE, ASHLAND-IRON COUNTY
 RM0588'LINE, AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.15
 RM0588'MILE TO THE BIRCH RIDGE TOWER AND STATION ON THE RIGHT.
 RM0588'
 RM0588'NOTE--IT WOULD TAKE ABOUT 60 FEET TO CLEAR THE LOCAL TREES AT
 RM0588'THIS TIME.  HOWEVER THE LOOKOUT TOWER STILL STANDS AND COULD BE
 RM0588'USED AS AN INTERSECTION POINT, TOWER IS DIRECTLY OVER BIRCH RIDGE
 RM0588'TOWER D1934 (USGS), AND ALSO COULD BE USED TO OBSERVE OR SHOW
 RM0588'LIGHT AND MIRROW FROM.  THIS TOWER HAS GOOD VISIBILITY OUT OVER
 RM0588'LAKE SUPERIOR EVEN THOUGH IT IS 4 OR 5 MILES BACK FROM THE LAKE.
 RM0588'
 RM0588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0588'ABOUT 4 MILES NW OF GURNEY.
 RM0588
 RM0588                          STATION RECOVERY (1982)
 RM0588
 RM0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0588'15.5 KM (9.65 MI) SE FROM ODANAH.
 RM0588'15.3 KM (9.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RM0588'COUNTY ROAD A IN ODANAH, THENCE 0.2 KM (0.15 MI) SOUTH ALONG A DIRT
 RM0588'ROAD TO THE BIRCH RIDGE FIRE LOOKOUT TOWER AND THE MARK, 6.1 METERS
 RM0588'(19.9 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER,
 RM0588'6.3 METERS (20.8 FT) SOUTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT
 RM0588'TOWER, AND 10.1 METERS (33.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 RM0588'AN ABANDONED LOG HOUSE.
 RM0588
 RM0588                          STATION RECOVERY (1989)
 RM0588
 RM0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0588'RECOVERED IN GOOD CONDITION.
 RM0588
 RM0588                          STATION RECOVERY (1997)
 RM0588
 RM0588'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0588'RECOVERED IN GOOD CONDITION.
 RM0588
 RM0588                          STATION RECOVERY (2002)
 RM0588
 RM0588'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0588'RECOVERED IN GOOD CONDITION.
 RM0588
 RM0588                          STATION RECOVERY (2003)
 RM0588
 RM0588'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0588'THE STATION AND REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD CONDITION.
 RM0588'TO REACH THE STATION, GO SOUTH OF HIGHWAY 2 ON BIRCH HILL ROAD FOR
 RM0588'0.15 MILE TO BIRCH HILL CT.  THE STATION IS IN THE SOUTHWEST QUADRANT
 RM0588'OF THE INTERSECTION ON A HILL NEAR CHAINLINK FENCE THAT IS COLLAPSED
 RM0588'ON THREE SIDES.  NOTE-- THE OBSERVATION TOWER HAS BEEN REMOVED, BUT
 RM0588'THE CONCRETE FOUNDATION FOR ITS LEGS ARE PRESENT.
 RM0588'THE STATION PROJECTS 1 INCH
 RM0588'REFERENCE MARK 2 IS AT THE WEST EDGE OF AN ABANDONED TRACK ROAD FROM
 RM0588'THE SOUTH TOWARD THE TOWER, SOUTH OF THE SOUTHEAST CORNER OF A FORMER
 RM0588'TURN AROUND AND PROJECTS 2 INCHES.
 RM0588'REFERENCE MARK 3 IS 11.4 FEET EAST OF THE NORTHEAST CORNER OF THE
 RM0588'CONCRETE BLOCK FOUNDATION FOR AN OUTHOUSE.  THE OUTHOUSE HAS BEEN
 RM0588'REMOVED.
 RM0588
 RM0588                          STATION RECOVERY (2004)
 RM0588
 RM0588'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0588'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 RM0588'CONDITION.
 RM0588
 RM0588                          STATION RECOVERY (2007)
 RM0588
 RM0588'RECOVERY NOTE BY GEOCACHING 2007 (JER)
 RM0588'MARK NOT FOUND. NEW HOUSING DEVELOPMENT IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0208 ***********************************************************************
 QM0208  DESIGNATION -  BIRCH
 QM0208  PID         -  QM0208
 QM0208  STATE/COUNTY-  WI/ONEIDA
 QM0208  COUNTRY     -  US
 QM0208  USGS QUAD   -  MONICO NE (2018)
 QM0208
 QM0208                         *CURRENT SURVEY CONTROL
 QM0208  ______________________________________________________________________
 QM0208* NAD 83(1991) POSITION- 45 39 58.08316(N) 089 04 49.68292(W)   ADJUSTED
 QM0208* NAVD 88 ORTHO HEIGHT -   513.402 (meters)     1684.39  (feet) ADJUSTED
 QM0208  ______________________________________________________________________
 QM0208  GEOID HEIGHT    -        -32.711 (meters)                     GEOID18
 QM0208  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 QM0208  DYNAMIC HEIGHT  -        513.371 (meters)     1684.28  (feet) COMP
 QM0208  MODELED GRAVITY -    980,538.4   (mgal)                       NAVD 88
 QM0208
 QM0208  HORZ ORDER      -  FIRST
 QM0208  VERT ORDER      -  FIRST     CLASS II
 QM0208
 QM0208.The horizontal coordinates were established by classical geodetic methods
 QM0208.and adjusted by the National Geodetic Survey in November 1991.
 QM0208
 QM0208.The orthometric height was determined by differential leveling and
 QM0208.adjusted by the NATIONAL GEODETIC SURVEY
 QM0208.in June 1991.
 QM0208
 QM0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0208.GEOID18 height accuracy estimate available here.
 QM0208
 QM0208.Click photographs - Photos may exist for this station.
 QM0208
 QM0208.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0208
 QM0208.The dynamic height is computed by dividing the NAVD 88
 QM0208.geopotential number by the normal gravity value computed on the
 QM0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0208.degrees latitude (g = 980.6199 gals.).
 QM0208
 QM0208.The modeled gravity was interpolated from observed gravity values.
 QM0208
 QM0208. The following values were computed from the NAD 83(1991) position.
 QM0208
 QM0208;                    North         East     Units Scale Factor Converg.
 QM0208;SPC WI N     -    55,927.438   671,654.430   MT  0.99998343   +0 39 48.0
 QM0208;SPC WI N     -   183,488.60  2,203,586.24   sFT  0.99998343   +0 39 48.0
 QM0208;UTM  16      - 5,059,058.826   337,939.213   MT  0.99992290   -1 29 18.4
 QM0208
 QM0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0208!SPC WI N     -   0.99992465  x   0.99998343  =   0.99990808
 QM0208!UTM  16      -   0.99992465  x   0.99992290  =   0.99984755
 QM0208
 QM0208:                Primary Azimuth Mark                     Grid Az
 QM0208:SPC WI N     -  FONCH                                    091 50 50.3
 QM0208:UTM  16      -  FONCH                                    093 59 56.7
 QM0208
 QM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3793959058(NAD 83)
 QM0208
 QM0208|---------------------------------------------------------------------|
 QM0208| PID    Reference Object                     Distance      Geod. Az  |
 QM0208|                                                           dddmmss.s |
 QM0208| QM0209 FONCH                               APPROX. 1.2 KM 0923038.3 |
 QM0208|---------------------------------------------------------------------|
 QM0208
 QM0208                          SUPERSEDED SURVEY CONTROL
 QM0208
 QM0208  NAD 83(1986)-  45 39 58.08039(N)    089 04 49.68263(W) AD(       ) 1
 QM0208  NAD 27      -  45 39 58.22400(N)    089 04 49.25300(W) AD(       ) 1
 QM0208  USSD        -  45 39 58.33000(N)    089 04 49.07900(W) AD(       ) 3
 QM0208  NGVD 29 (??/??/92)  513.383  (m)         1684.32   (f) ADJ UNCH    1 2
 QM0208  NGVD 29             513.38   (m)         1684.3    (f) LEVELING    3  
 QM0208
 QM0208.Superseded values are not recommended for survey control.
 QM0208
 QM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0208.See file dsdata.pdf to determine how the superseded data were derived.
 QM0208
 QM0208_MARKER: DS = TRIANGULATION STATION DISK
 QM0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0208_STAMPING: BIRCH 1921
 QM0208_MARK LOGO: CGS
 QM0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0208+STABILITY: SURFACE MOTION
 QM0208
 QM0208  HISTORY     - Date     Condition        Report By
 QM0208  HISTORY     - 1921     MONUMENTED       CGS
 QM0208  HISTORY     - 1922     GOOD             CGS
 QM0208  HISTORY     - 1934     GOOD             CGS
 QM0208  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0208
 QM0208                          STATION DESCRIPTION
 QM0208
 QM0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0208'STATION IS ABOUT 3 MILES E OF GAGEN ON THE EXTENSION OF
 QM0208'THE S RAIL OF THE TANGENT FROM THE E, ON THE SECOND CURVE
 QM0208'E OF GAGEN, 4.49 METERS (14.73 FEET) N OF THE MINNEAPOLIS,
 QM0208'ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QM0208'
 QM0208'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 QM0208'IN CONCRETE.
 QM0208'
 QM0208'THE UNDERGROUND MARK IS A COPPER WIRE SET IN CONCRETE BURIED
 QM0208'BELOW THE GROUND.
 QM0208'
 QM0208'THE REFERENCE MARK IS ON THE S SIDE OF THE TRACK.
 QM0208
 QM0208                          STATION RECOVERY (1922)
 QM0208
 QM0208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0208'2.9 MI E FROM GAGEN.
 QM0208'ABOUT 3 MILES EAST OF GAGEN, ON THE EXTENSION OF THE SOUTH
 QM0208'RAIL FROM THE EAST, AT THE SECOND CURVE EAST OF GAGEN, 4.49
 QM0208'M (14.73 FT.) NORTH OF THE NORTH RAIL OF THE M. ST. P. AND S.
 QM0208'S. M. RY.
 QM0208
 QM0208                          STATION RECOVERY (1934)
 QM0208
 QM0208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0208'RECOVERED IN GOOD CONDITION.
 QM0208
 QM0208                          STATION RECOVERY (1985)
 QM0208
 QM0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0675 ***********************************************************************
 RM0675  DESIGNATION -  BIRCH
 RM0675  PID         -  RM0675
 RM0675  STATE/COUNTY-  WI/IRON
 RM0675  COUNTRY     -  US
 RM0675  USGS QUAD   -  TURNTABLE CREEK (2018)
 RM0675
 RM0675                         *CURRENT SURVEY CONTROL
 RM0675  ______________________________________________________________________
 RM0675* NAD 83(1991) POSITION- 46 21 21.17045(N) 090 16 39.80442(W)   ADJUSTED
 RM0675* NAVD 88 ORTHO HEIGHT -   495.    (meters)     1624.    (feet) SCALED
 RM0675  ______________________________________________________________________
 RM0675  GEOID HEIGHT    -        -30.672 (meters)                     GEOID18
 RM0675  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 RM0675  HORZ ORDER      -  SECOND
 RM0675
 RM0675.The horizontal coordinates were established by classical geodetic methods
 RM0675.and adjusted by the National Geodetic Survey in November 1991.
 RM0675
 RM0675.The orthometric height was scaled from a topographic map.
 RM0675
 RM0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0675.GEOID18 height accuracy estimate available here.
 RM0675
 RM0675.Click photographs - Photos may exist for this station.
 RM0675
 RM0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0675
 RM0675. The following values were computed from the NAD 83(1991) position.
 RM0675
 RM0675;                    North         East     Units Scale Factor Converg.
 RM0675;SPC WI N     -   132,212.957   578,626.064   MT  0.99995072   -0 12 01.2
 RM0675;SPC WI N     -   433,768.68  1,898,375.68   sFT  0.99995072   -0 12 01.2
 RM0675;UTM  15      - 5,137,191.218   709,433.034   MT  1.00013920   +1 58 14.4
 RM0675
 RM0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0675!SPC WI N     -   0.99992721  x   0.99995072  =   0.99987793
 RM0675!UTM  15      -   0.99992721  x   1.00013920  =   1.00006640
 RM0675
 RM0675:                Primary Azimuth Mark                     Grid Az
 RM0675:SPC WI N     -  UPSON                                    310 59 32.9
 RM0675:UTM  15      -  UPSON                                    308 49 17.3
 RM0675
 RM0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0943337191(NAD 83)
 RM0675
 RM0675|---------------------------------------------------------------------|
 RM0675| PID    Reference Object                     Distance      Geod. Az  |
 RM0675|                                                           dddmmss.s |
 RM0675| RM0676 TT 26 C                              13.469 METERS 07700     |
 RM0675| RM0679 UPSON                               APPROX.10.9 KM 3104731.7 |
 RM0675| CJ2253 BIRCH RM 1                           20.117 METERS 31649     |
 RM0675|---------------------------------------------------------------------|
 RM0675
 RM0675                          SUPERSEDED SURVEY CONTROL
 RM0675
 RM0675  NAD 83(1986)-  46 21 21.16534(N)    090 16 39.79732(W) AD(       ) 2
 RM0675  NAD 27      -  46 21 21.35200(N)    090 16 39.15900(W) AD(       ) 2
 RM0675
 RM0675.Superseded values are not recommended for survey control.
 RM0675
 RM0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0675.See file dsdata.pdf to determine how the superseded data were derived.
 RM0675
 RM0675_MARKER: DS = TRIANGULATION STATION DISK
 RM0675_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0675_STAMPING: BIRCH 1952
 RM0675_MARK LOGO: CGS
 RM0675_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0675
 RM0675  HISTORY     - Date     Condition        Report By
 RM0675  HISTORY     - 1952     MONUMENTED       CGS
 RM0675  HISTORY     - 1973     GOOD             USGS
 RM0675
 RM0675                          STATION DESCRIPTION
 RM0675
 RM0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0675'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF MONTREAL, 6 MILES
 RM0675'EAST OF UPSON AND IS IN A HEAVY WOODED AREA.
 RM0675'
 RM0675'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77
 RM0675'AND U.S. HIGHWAY 51 IN HURLEY, GO SOUTH ON U.S. HIGHWAY 51
 RM0675'FOR 5 MILES TO THE JUNCTION WITH COUNTY ROUTE C, TURN RIGHT
 RM0675'ON COUNTY ROUTE C AND GO WEST FOR 1.6 MILES TO A CROSSROAD.
 RM0675'CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO A T-ROAD, TURN LEFT,
 RM0675'SOUTH FOR 0.7 MILE TO A FORK, TAKE RIGHT FORK AND GO WESTERLY
 RM0675'ON TRACK ROAD FOR 3.6 MILES TO THE STATION ON THE RIGHT AS
 RM0675'DESCRIBED.
 RM0675'
 RM0675'THE STATION MARK IS STAMPED BIRCH 1952.  IT IS A STANDARD
 RM0675'DISK SET IN A 4 INCH CAST IRON PIPE FILLED WITH CONCRETE
 RM0675'THAT PROJECTS 4 INCHES.  IT IS 68 FEET WEST OF CENTERLINE
 RM0675'OF A TRACK ROAD, 59 FEET WEST OF A POWER POLE, 30 FEET WEST
 RM0675'OF A 6 INCH POPLAR TREE WITH THE LETTERS USBM PAINTED WHITE
 RM0675'ON THE EAST SIDE AND 4 FEET SOUTHEAST OF A WHITE WITNESS POST.
 RM0675'
 RM0675'REFERENCE MARK NO. 1 IS STAMPED BIRCH NO 1 1952.  IT IS A
 RM0675'STANDARD DISK SET IN A 4 INCH CAST IRON PIPE FILLED WITH
 RM0675'CONCRETE THAT PROJECTS 4 INCHES.
 RM0675'
 RM0675'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED TT 26 C 1940 WAS
 RM0675'USED AS THE SECOND REFERENCE MARK.  IT IS SET IN A 6 X 6
 RM0675'INCH CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 24
 RM0675'FEET WEST OF CENTERLINE OF A TRACK ROAD AND 12 FEET EAST OF A
 RM0675'6 INCH POPLAR TREE WITH THE LETTERS USBM PAINTED WHITE ON THE
 RM0675'EAST SIDE.
 RM0675'
 RM0675'THERE IS NO AVAILABLE SITE FOR AN AZIMUTH MARK AT THIS STATION.
 RM0675'
 RM0675'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RM0675
 RM0675                          STATION RECOVERY (1973)
 RM0675
 RM0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RM0675'ALL SURFACE MARKS O.K. INCLUDING TT 26 C (USGS)
 RM0675'
 RM0675'ANGELS SHOWED A DESCRPANCY OF 2 FT 32 IN, DISTANCE CHECKED
 RM0675'O.K.
 RM0675'
 RM0675'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1299 ***********************************************************************
 PN1299  DESIGNATION -  BIRCH
 PN1299  PID         -  PN1299
 PN1299  STATE/COUNTY-  WI/PORTAGE
 PN1299  COUNTRY     -  US
 PN1299  USGS QUAD   -  WHITING (2018)
 PN1299
 PN1299                         *CURRENT SURVEY CONTROL
 PN1299  ______________________________________________________________________
 PN1299* NAD 83(1991) POSITION- 44 24 37.46292(N) 089 31 07.02560(W)   ADJUSTED
 PN1299* NAVD 88 ORTHO HEIGHT -   338.7   (meters)     1111.    (feet) VERTCON3
 PN1299  ______________________________________________________________________
 PN1299  GEOID HEIGHT    -        -35.868 (meters)                     GEOID18
 PN1299  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 PN1299  HORZ ORDER      -  SECOND
 PN1299
 PN1299.The horizontal coordinates were established by classical geodetic methods
 PN1299.and adjusted by the National Geodetic Survey in November 1991.
 PN1299
 PN1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1299
 PN1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1299.GEOID18 height accuracy estimate available here.
 PN1299
 PN1299.Click photographs - Photos may exist for this station.
 PN1299
 PN1299.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1299
 PN1299. The following values were computed from the NAD 83(1991) position.
 PN1299
 PN1299;                    North         East     Units Scale Factor Converg.
 PN1299;SPC WI C     -    64,236.875   638,341.424   MT  0.99997354   +0 20 22.7
 PN1299;SPC WI C     -   210,750.48  2,094,291.82   sFT  0.99997354   +0 20 22.7
 PN1299;UTM  16      - 4,920,542.776   299,467.718   MT  1.00009456   -1 45 47.1
 PN1299
 PN1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1299!SPC WI C     -   0.99995253  x   0.99997354  =   0.99992607
 PN1299!UTM  16      -   0.99995253  x   1.00009456  =   1.00004708
 PN1299
 PN1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9946720542(NAD 83)
 PN1299
 PN1299|---------------------------------------------------------------------|
 PN1299| PID    Reference Object                     Distance      Geod. Az  |
 PN1299|                                                           dddmmss.s |
 PN1299| CS5480 BIRCH RM 1                            6.005 METERS 27528     |
 PN1299| CS5481 BIRCH RM 2                           11.866 METERS 35409     |
 PN1299|---------------------------------------------------------------------|
 PN1299
 PN1299                          SUPERSEDED SURVEY CONTROL
 PN1299
 PN1299  NAD 83(1986)-  44 24 37.46055(N)    089 31 07.03596(W) AD(       ) 2
 PN1299  NGVD 29 (03/14/91)  338.7    (m)         1111.     (f) VERT ANG       
 PN1299
 PN1299.Superseded values are not recommended for survey control.
 PN1299
 PN1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1299.See file dsdata.pdf to determine how the superseded data were derived.
 PN1299
 PN1299_MARKER: DD = SURVEY DISK
 PN1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1299_STAMPING: BIRCH 1980
 PN1299_MARK LOGO: WIDT
 PN1299_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1299+STABILITY: SURFACE MOTION
 PN1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1299+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 PN1299
 PN1299  HISTORY     - Date     Condition        Report By
 PN1299  HISTORY     - 1980     MONUMENTED       WIDT
 PN1299  HISTORY     - 19950904 GOOD             USPSQD
 PN1299  HISTORY     - 20001021 GOOD             USPSQD
 PN1299  HISTORY     - 20031116 GOOD             USPSQD
 PN1299
 PN1299                          STATION DESCRIPTION
 PN1299
 PN1299'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1299'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE BIRCH DRIVE
 PN1299'STRUCTURE OVER USH 51 ABOUT 7 MILES NORTH OF BANCROFT AND 3.5 MILES
 PN1299'SOUTH SOUTHEAST OF PLOVER.
 PN1299'
 PN1299'TO REACH THE STATION FROM THE JUNCTION OF USH 51 AND STH 54 SOUTHEAST
 PN1299'OF PLOVER, GO SOUTH OF USH 51 FOR 1.4 MILES TO JUNCTION WITH BIRCH
 PN1299'DRIVE STRUCTURE NUMBER--B-49-50-78--OVER USH 51.  CROSS MEDIAN AND
 PN1299'PACK UP SLOPE TO STATION NEAR SOUTHEAST CORNER OF STRUCTURE.
 PN1299'
 PN1299'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BIRCH 1980---.
 PN1299'THE SURFACE DISK IS SET IN THE TOP OF A 14 INCH CYLINDRICAL CONCRETE
 PN1299'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 21.5 FEET SOUTH
 PN1299'OF THE CENTER OF BIRCH DRIVE, 3.5 FEET SOUTH OF A METAL GUARDRAIL,
 PN1299'3 FEET SOUTH OF A METAL WITNESS POST, AND 2.5 FEET SOUTH OF THE
 PN1299'SOUTHEAST CORNER OF THE SOUTH BRIDGE RAIL.  THE UNDERGROUND DISK IS
 PN1299'SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1299'
 PN1299'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---BIRCH RM 1
 PN1299'1980---CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CONCRETE BRIDGE
 PN1299'RAIL NEAR THE SOUTHEAST CORNER OF THE STRUCTURE.  IT IS 19.5 FEET
 PN1299'WEST OF THE EAST END OF THE SOUTH BRIDGE RAIL, 19 FEET SOUTH OF THE
 PN1299'CENTER OF BIRCH DRIVE, 18FEET WEST OF A METAL WITNESS POST, AND 3.5
 PN1299'FEET HIGHER THAN THE STATION.
 PN1299'
 PN1299'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BIRCH RM 2
 PN1299'1980---CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CONCRETE BRIDGE
 PN1299'RAIL NEAR THE NORTHEAST CORNER OF THE STRUCTURE.  IT IS 37 FEET NORTH
 PN1299'OF A METAL WITNESS POST, 17.5 FEET NORTH OF THE CENTER OF BIRCH DRIVE,
 PN1299'4.5 FEET WEST OF THE EAST END OF THE NORTH BRIDGE RAIL, AND 3.5 FEET
 PN1299'HIGHER THAN THE STATION.
 PN1299'
 PN1299'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.38 METERS.
 PN1299
 PN1299                          STATION RECOVERY (1995)
 PN1299
 PN1299'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1299'RECOVERED IN GOOD CONDITION.
 PN1299
 PN1299                          STATION RECOVERY (2000)
 PN1299
 PN1299'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN1299'REFERENCE MARK 1 - GOOD.
 PN1299'REFERENCE MARK 2 - GOOD.
 PN1299'STATION - NO WITNESS POST.
 PN1299
 PN1299                          STATION RECOVERY (2003)
 PN1299
 PN1299'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PN1299'STATION - GOOD.  REFERENCE MARK 1 - GOOD.  REFERENCE MARK 2 - GOOD.
 PN1299'NO WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7111 ***********************************************************************
 DN7111  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7111  DESIGNATION -  BIRCH
 DN7111  PID         -  DN7111
 DN7111  STATE/COUNTY-  WI/DUNN
 DN7111  COUNTRY     -  US
 DN7111  USGS QUAD   -  RIDGELAND NE (2018)
 DN7111
 DN7111                         *CURRENT SURVEY CONTROL
 DN7111  ______________________________________________________________________
 DN7111* NAD 83(2011) POSITION- 45 09 09.07017(N) 091 48 33.98797(W)   ADJUSTED
 DN7111* NAD 83(2011) ELLIP HT-   286.326 (meters)        (04/15/13)   ADJUSTED
 DN7111* NAD 83(2011) EPOCH   -  2010.00
 DN7111* NAVD 88 ORTHO HEIGHT -   316.86  (meters)     1039.6   (feet) GPS OBS
 DN7111  ______________________________________________________________________
 DN7111  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7111  GEOID HEIGHT    -        -30.533 (meters)                     GEOID12A
 DN7111  GEOID HEIGHT    -        -30.532 (meters)                     GEOID18
 DN7111  NAD 83(2011) X  -   -142,272.417 (meters)                     COMP
 DN7111  NAD 83(2011) Y  - -4,503,544.693 (meters)                     COMP
 DN7111  NAD 83(2011) Z  -  4,499,520.896 (meters)                     COMP
 DN7111  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 DN7111
 DN7111  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7111  Standards:
 DN7111         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7111            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7111  -------------------------------------------------------------------
 DN7111  NETWORK    0.46   0.90           0.21   0.16   0.46      0.06815752
 DN7111  -------------------------------------------------------------------
 DN7111  Click here for local accuracies and other accuracy information.
 DN7111
 DN7111.The horizontal coordinates were established by GPS observations
 DN7111.and adjusted by the National Geodetic Survey in April 2013.
 DN7111
 DN7111.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7111.been affixed to the stable North American tectonic plate. See 
 DN7111.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7111
 DN7111.The horizontal coordinates are valid at the epoch date displayed above
 DN7111.which is a decimal equivalence of Year/Month/Day.
 DN7111
 DN7111.The orthometric height was determined by GPS observations and a
 DN7111.high-resolution geoid model using precise GPS observation and
 DN7111.processing techniques.
 DN7111
 DN7111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7111.GEOID18 height accuracy estimate available here.
 DN7111
 DN7111.Click photographs - Photos may exist for this station.
 DN7111
 DN7111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7111
 DN7111.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7111
 DN7111.The ellipsoidal height was determined by GPS observations
 DN7111.and is referenced to NAD 83.
 DN7111
 DN7111. The following values were computed from the NAD 83(2011) position.
 DN7111
 DN7111;                    North         East     Units Scale Factor Converg.
 DN7111;SPC WI C     -   148,173.359   457,728.867   MT  0.99995232   -1 16 36.1
 DN7111;SPC WI C     -   486,132.10  1,501,732.12   sFT  0.99995232   -1 16 36.1
 DN7111;UTM  15      - 5,000,583.013   593,584.948   MT  0.99970769   +0 50 38.9
 DN7111
 DN7111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7111!SPC WI C     -   0.99995511  x   0.99995232  =   0.99990743
 DN7111!UTM  15      -   0.99995511  x   0.99970769  =   0.99966281
 DN7111
 DN7111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9358400583(NAD 83)
 DN7111
 DN7111                          SUPERSEDED SURVEY CONTROL
 DN7111
 DN7111  NAD 83(2007)-  45 09 09.07023(N)    091 48 33.98864(W) AD(2002.00) 1
 DN7111  ELLIP H (04/06/12)  286.358  (m)                       GP(2002.00) 1 1
 DN7111
 DN7111.Superseded values are not recommended for survey control.
 DN7111
 DN7111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7111.See file dsdata.pdf to determine how the superseded data were derived.
 DN7111
 DN7111_MARKER: DD = SURVEY DISK
 DN7111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7111_STAMPING: 31-11-24 1992 BIRCH
 DN7111_MARK LOGO: WI-033
 DN7111_PROJECTION: FLUSH
 DN7111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7111+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2007
 DN7111
 DN7111  HISTORY     - Date     Condition        Report By
 DN7111  HISTORY     - 1992     MONUMENTED       WI-033
 DN7111  HISTORY     - 20071017 GOOD             WIDT
 DN7111
 DN7111                          STATION DESCRIPTION
 DN7111
 DN7111'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7111'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DN7111'HIGHWAY WEST TO THE NORTH AND 730TH ST TO THE SOUTH ABOUT 7 MI (11.3
 DN7111'KM) SOUTHEAST OF THE VILLAGE OF RIDGELAND, GO NORTH THEN NORTHWEST ON
 DN7111'COUNTY HIGHWAY WEST FOR 1.55 MI (2.5 KM) TO 688TH STREET ON THE RIGHT.
 DN7111'TURN RIGHT AND GO NORTH ON 688TH STREET FOR 0.1 MI (0.2 KM) TO THE
 DN7111'STATION ON THE RIGHT.
 DN7111'
 DN7111'THE STATION IS A BRONZE DUNN COUNTY GEODETIC CONTROL STATION DISK SET
 DN7111'IN THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN
 DN7111'THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) LOWER THAN THE ROAD PAVEMENT.  THE
 DN7111'STATION IS 5.0 M (16.4 FT) EAST OF THE CENTERLINE OF 688TH STREET, 3.2
 DN7111'M (10.5 FT) WEST-SOUTHWEST OF A CORNER POST OF TWO CONJOINING FENCE
 DN7111'LINES AND 1.0 M (3.3 FT) EAST, NORTHWEST AND SOUTHWEST OF AN ORANGE
 DN7111'4X4 PLASTIC WITNESS POST.
 DN7111'
 DN7111'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7111'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4415 ***********************************************************************
 DL4415  DESIGNATION -  BIRCH CREEK C GPS
 DL4415  PID         -  DL4415
 DL4415  STATE/COUNTY-  WI/CHIPPEWA
 DL4415  COUNTRY     -  US
 DL4415  USGS QUAD   -  FLAMBEAU RIDGE (2018)
 DL4415
 DL4415                         *CURRENT SURVEY CONTROL
 DL4415  ______________________________________________________________________
 DL4415* NAD 83(2011) POSITION- 45 15 42.30790(N) 091 14 06.20189(W)   ADJUSTED
 DL4415* NAD 83(2011) ELLIP HT-   335.339 (meters)        (04/15/13)   ADJUSTED
 DL4415* NAD 83(2011) EPOCH   -  2010.00
 DL4415* NAVD 88 ORTHO HEIGHT -   365.841 (meters)     1200.26  (feet) ADJUSTED
 DL4415  ______________________________________________________________________
 DL4415  GEOID HEIGHT    -        -30.503 (meters)                     GEOID18
 DL4415  NAD 83(2011) X  -    -96,933.441 (meters)                     COMP
 DL4415  NAD 83(2011) Y  - -4,496,165.727 (meters)                     COMP
 DL4415  NAD 83(2011) Z  -  4,508,109.046 (meters)                     COMP
 DL4415  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 DL4415  DYNAMIC HEIGHT  -        365.817 (meters)     1200.18  (feet) COMP
 DL4415  MODELED GRAVITY -    980,540.2   (mgal)                       NAVD 88
 DL4415
 DL4415  VERT ORDER      -  SECOND    CLASS I
 DL4415
 DL4415  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4415  Standards:
 DL4415         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4415            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4415  -------------------------------------------------------------------
 DL4415  NETWORK    0.53   1.00           0.24   0.19   0.51      0.09299588
 DL4415  -------------------------------------------------------------------
 DL4415  Click here for local accuracies and other accuracy information.
 DL4415
 DL4415.The horizontal coordinates were established by GPS observations
 DL4415.and adjusted by the National Geodetic Survey in April 2013.
 DL4415
 DL4415.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4415.been affixed to the stable North American tectonic plate. See 
 DL4415.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4415
 DL4415.The horizontal coordinates are valid at the epoch date displayed above
 DL4415.which is a decimal equivalence of Year/Month/Day.
 DL4415
 DL4415.The orthometric height was determined by differential leveling and
 DL4415.adjusted by the WI DEPT OF TRANSP
 DL4415.in May 2012.
 DL4415
 DL4415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4415.GEOID18 height accuracy estimate available here.
 DL4415
 DL4415.Click photographs - Photos may exist for this station.
 DL4415
 DL4415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4415
 DL4415.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4415
 DL4415.The ellipsoidal height was determined by GPS observations
 DL4415.and is referenced to NAD 83.
 DL4415
 DL4415.The dynamic height is computed by dividing the NAVD 88
 DL4415.geopotential number by the normal gravity value computed on the
 DL4415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4415.degrees latitude (g = 980.6199 gals.).
 DL4415
 DL4415.The modeled gravity was interpolated from observed gravity values.
 DL4415
 DL4415. The following values were computed from the NAD 83(2011) position.
 DL4415
 DL4415;                    North         East     Units Scale Factor Converg.
 DL4415;SPC WI C     -   159,464.478   503,071.432   MT  0.99996333   -0 52 17.1
 DL4415;SPC WI C     -   523,176.37  1,650,493.52   sFT  0.99996333   -0 52 17.1
 DL4415;UTM  15      - 5,013,543.591   638,469.596   MT  0.99983575   +1 15 14.0
 DL4415
 DL4415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4415!SPC WI C     -   0.99994743  x   0.99996333  =   0.99991076
 DL4415!UTM  15      -   0.99994743  x   0.99983575  =   0.99978319
 DL4415
 DL4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3846913543(NAD 83)
 DL4415
 DL4415                          SUPERSEDED SURVEY CONTROL
 DL4415
 DL4415  NAD 83(2007)-  45 15 42.30784(N)    091 14 06.20247(W) AD(2002.00) 1
 DL4415  ELLIP H (04/06/12)  335.366  (m)                       GP(2002.00) 1 1
 DL4415  NAVD 88             365.84   (m)         1200.3    (f) LEVELING    3  
 DL4415
 DL4415.Superseded values are not recommended for survey control.
 DL4415
 DL4415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4415.See file dsdata.pdf to determine how the superseded data were derived.
 DL4415
 DL4415_MARKER: DD = SURVEY DISK
 DL4415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4415_STAMPING: BIRCH CREEK C GPS 2006
 DL4415_MARK LOGO: WIDT
 DL4415_PROJECTION: FLUSH
 DL4415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4415+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2008
 DL4415
 DL4415  HISTORY     - Date     Condition        Report By
 DL4415  HISTORY     - 2005     MONUMENTED       WIDT
 DL4415  HISTORY     - 20080811 GOOD             WIDT
 DL4415
 DL4415                          STATION DESCRIPTION
 DL4415
 DL4415'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4415'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH OF THORNAPPLE,
 DL4415'7.8 MI (12.6 KM) NORTH-NORTHWEST OF CORNELL AND 6.3 MI (10.1 KM)
 DL4415'WEST-NORTHWEST OF HOLCOMBE.
 DL4415'
 DL4415'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E SOUTH WITH
 DL4415'COUNTY HIGHWAY M APPROXIMATELY 6 MI (9.7 KM) WEST OF THE COMMUNITY OF
 DL4415'HOLCOMBE, GO NORTHWEST ON COUNTY HIGHWAY E AND COUNTY HIGHWAY M FOR
 DL4415'0.25 MI (0.4 KM) TO COUNTY HIGHWAY E RIGHT AND COUNTY HIGHWAY M AHEAD.
 DL4415'TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY E FOR 2.1 MI (3.4 KM) TO THE
 DL4415'STATION ON THE RIGHT.
 DL4415'
 DL4415'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4415'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4415'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4415'GROUND AND APPROXIMATELY 0.9 M (3.0 FT) LOWER THAN THE HIGHWAY
 DL4415'PAVEMENT, 9.1 M (29.9 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DL4415'HIGHWAY EAST, 0.15 MI (0.2 KM) SOUTH OF 290TH AVENUE, 116 M (380.6 FT)
 DL4415'SOUTH-SOUTHWEST OF THE CENTERLINE OF PRIVATE ENTRANCE NUMBER 28985,
 DL4415'63.5 M (208.3 FT) SOUTH-SOUTHWEST OF A CROSSING ROAD AHEAD SIGN POST,
 DL4415'20.5 M (67.3 FT) NORTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE, 3.2
 DL4415'M (10.5 FT) NORTHWEST OF A CULTIVATED FIELD AND 0.9 M (3.0 FT)
 DL4415'SOUTHEAST, 0.9 M (3.0 FT) NORTH AND 0.9 M (3.0 FT) SOUTHWEST OF THREE
 DL4415'ORANGE 4X4 PLASTIC GUARD POSTS.
 DL4415'
 DL4415'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4415'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7327 ***********************************************************************
 DN7327  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7327  DESIGNATION -  BIRCH CREEK E GPS
 DN7327  PID         -  DN7327
 DN7327  STATE/COUNTY-  WI/CHIPPEWA
 DN7327  COUNTRY     -  US
 DN7327  USGS QUAD   -  FLAMBEAU RIDGE (2018)
 DN7327
 DN7327                         *CURRENT SURVEY CONTROL
 DN7327  ______________________________________________________________________
 DN7327* NAD 83(2011) POSITION- 45 16 40.45713(N) 091 11 12.71500(W)   ADJUSTED
 DN7327* NAD 83(2011) ELLIP HT-   348.305 (meters)        (04/15/13)   ADJUSTED
 DN7327* NAD 83(2011) EPOCH   -  2010.00
 DN7327* NAVD 88 ORTHO HEIGHT -   378.82  (meters)     1242.8   (feet) GPS OBS
 DN7327  ______________________________________________________________________
 DN7327  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7327  GEOID HEIGHT    -        -30.517 (meters)                     GEOID12A
 DN7327  GEOID HEIGHT    -        -30.512 (meters)                     GEOID18
 DN7327  NAD 83(2011) X  -    -93,125.507 (meters)                     COMP
 DN7327  NAD 83(2011) Y  - -4,494,979.670 (meters)                     COMP
 DN7327  NAD 83(2011) Z  -  4,509,381.695 (meters)                     COMP
 DN7327  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 DN7327
 DN7327  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7327  Standards:
 DN7327         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7327            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7327  -------------------------------------------------------------------
 DN7327  NETWORK    0.53   0.98           0.24   0.19   0.50      0.13190917
 DN7327  -------------------------------------------------------------------
 DN7327  Click here for local accuracies and other accuracy information.
 DN7327
 DN7327.The horizontal coordinates were established by GPS observations
 DN7327.and adjusted by the National Geodetic Survey in April 2013.
 DN7327
 DN7327.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7327.been affixed to the stable North American tectonic plate. See 
 DN7327.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7327
 DN7327.The horizontal coordinates are valid at the epoch date displayed above
 DN7327.which is a decimal equivalence of Year/Month/Day.
 DN7327
 DN7327.The orthometric height was determined by GPS observations and a
 DN7327.high-resolution geoid model using precise GPS observation and
 DN7327.processing techniques.
 DN7327
 DN7327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7327.GEOID18 height accuracy estimate available here.
 DN7327
 DN7327.Click photographs - Photos may exist for this station.
 DN7327
 DN7327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7327
 DN7327.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7327
 DN7327.The ellipsoidal height was determined by GPS observations
 DN7327.and is referenced to NAD 83.
 DN7327
 DN7327. The following values were computed from the NAD 83(2011) position.
 DN7327
 DN7327;                    North         East     Units Scale Factor Converg.
 DN7327;SPC WI C     -   161,202.971   506,879.460   MT  0.99996526   -0 50 14.7
 DN7327;SPC WI C     -   528,880.08  1,662,987.03   sFT  0.99996526   -0 50 14.7
 DN7327;UTM  15      - 5,015,421.899   642,210.065   MT  0.99984866   +1 17 18.6
 DN7327
 DN7327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7327!SPC WI C     -   0.99994540  x   0.99996526  =   0.99991066
 DN7327!UTM  15      -   0.99994540  x   0.99984866  =   0.99979406
 DN7327
 DN7327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4221015421(NAD 83)
 DN7327
 DN7327                          SUPERSEDED SURVEY CONTROL
 DN7327
 DN7327  NAD 83(2007)-  45 16 40.45707(N)    091 11 12.71558(W) AD(2002.00) 1
 DN7327  ELLIP H (04/06/12)  348.333  (m)                       GP(2002.00) 1 1
 DN7327
 DN7327.Superseded values are not recommended for survey control.
 DN7327
 DN7327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7327.See file dsdata.pdf to determine how the superseded data were derived.
 DN7327
 DN7327_MARKER: DD = SURVEY DISK
 DN7327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7327_STAMPING: BIRCH CREEK E GPS 2006
 DN7327_MARK LOGO: WIDT
 DN7327_PROJECTION: FLUSH
 DN7327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7327+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2008
 DN7327
 DN7327  HISTORY     - Date     Condition        Report By
 DN7327  HISTORY     - 2005     MONUMENTED       WIDT
 DN7327  HISTORY     - 20080811 GOOD             WIDT
 DN7327
 DN7327                          STATION DESCRIPTION
 DN7327
 DN7327'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7327'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 (BRIDGE
 DN7327'STREET) WITH COUNTY HIGHWAY CLOSING CORNER ON THE WEST SIDE OF THE
 DN7327'CITY OF CORNELL, GO NORTH ON COUNTY HIGHWAY CLOSING CORNER FOR 5.3 MI
 DN7327'(8.5 KM) TO COUNTY M.  TURN LEFT AND GO WEST ON COUNTY HIGHWAY M FOR
 DN7327'1.0 MI (1.6 KM) TO 240TH STREET.  TURN RIGHT AND GO NORTH ON 240TH
 DN7327'STREET FOR 3.0 MI (4.8 KM) TO A CURVE RIGHT ONTO 300TH AVENUE, CURVE
 DN7327'RIGHT AND GO EAST ON 300TH AVENUE FOR 0.2 MI (0.3 KM) TO THE STATION
 DN7327'ON THE RIGHT.
 DN7327'
 DN7327'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7327'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7327'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7327'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7327'THE STATION IS 8.8 M (28.9 FT) SOUTH OF THE CENTERLINE OF 300TH
 DN7327'AVENUE, 0.12 MI (0.2 KM) WEST OF 245TH STREET, 90.0 M (295.3 FT) WEST
 DN7327'OF A LEFT CURVE AHEAD SIGN POST, 89.5 M (293.6 FT) EAST OF THE
 DN7327'EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER 24278, 36.0 M (118.1
 DN7327'FT) SOUTHEAST OF A POWER POLE AND 0.8 M (2.6 FT) SOUTH, 0.8 M (2.6 FT)
 DN7327'NORTHWEST AND 0.8 M (2.6 FT) NORTHEAST OF THREE ORANGE 4X4 PLASTIC
 DN7327'GUARD POSTS.
 DN7327'
 DN7327'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7327'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4338 ***********************************************************************
 DL4338  DESIGNATION -  BIRCH CREEK GPS
 DL4338  PID         -  DL4338
 DL4338  STATE/COUNTY-  WI/CHIPPEWA
 DL4338  COUNTRY     -  US
 DL4338  USGS QUAD   -  BOB LAKE (2018)
 DL4338
 DL4338                         *CURRENT SURVEY CONTROL
 DL4338  ______________________________________________________________________
 DL4338* NAD 83(2011) POSITION- 45 12 58.65322(N) 091 15 47.50417(W)   ADJUSTED
 DL4338* NAD 83(2011) ELLIP HT-   387.908 (meters)        (06/27/12)   ADJUSTED
 DL4338* NAD 83(2011) EPOCH   -  2010.00
 DL4338* NAVD 88 ORTHO HEIGHT -   418.438 (meters)     1372.83  (feet) ADJUSTED
 DL4338  ______________________________________________________________________
 DL4338  GEOID HEIGHT    -        -30.530 (meters)                     GEOID18
 DL4338  NAD 83(2011) X  -    -99,221.523 (meters)                     COMP
 DL4338  NAD 83(2011) Y  - -4,499,741.251 (meters)                     COMP
 DL4338  NAD 83(2011) Z  -  4,504,588.645 (meters)                     COMP
 DL4338  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 DL4338  DYNAMIC HEIGHT  -        418.411 (meters)     1372.74  (feet) COMP
 DL4338  MODELED GRAVITY -    980,539.8   (mgal)                       NAVD 88
 DL4338
 DL4338  VERT ORDER      -  SECOND    CLASS I
 DL4338
 DL4338  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4338  Standards:
 DL4338         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4338            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4338  -------------------------------------------------------------------
 DL4338  NETWORK    0.23   0.47           0.10   0.09   0.24      0.00679117
 DL4338  -------------------------------------------------------------------
 DL4338  Click here for local accuracies and other accuracy information.
 DL4338
 DL4338.The horizontal coordinates were established by GPS observations
 DL4338.and adjusted by the National Geodetic Survey in June 2012.
 DL4338
 DL4338.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4338.been affixed to the stable North American tectonic plate. See 
 DL4338.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4338
 DL4338.The horizontal coordinates are valid at the epoch date displayed above
 DL4338.which is a decimal equivalence of Year/Month/Day.
 DL4338
 DL4338.The orthometric height was determined by differential leveling and
 DL4338.adjusted by the WI DEPT OF TRANSP
 DL4338.in May 2012.
 DL4338
 DL4338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4338.GEOID18 height accuracy estimate available here.
 DL4338
 DL4338.Click photographs - Photos may exist for this station.
 DL4338
 DL4338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4338
 DL4338.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4338
 DL4338.The ellipsoidal height was determined by GPS observations
 DL4338.and is referenced to NAD 83.
 DL4338
 DL4338.The dynamic height is computed by dividing the NAVD 88
 DL4338.geopotential number by the normal gravity value computed on the
 DL4338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4338.degrees latitude (g = 980.6199 gals.).
 DL4338
 DL4338.The modeled gravity was interpolated from observed gravity values.
 DL4338
 DL4338. The following values were computed from the NAD 83(2011) position.
 DL4338
 DL4338;                    North         East     Units Scale Factor Converg.
 DL4338;SPC WI C     -   154,447.037   500,784.602   MT  0.99995830   -0 53 28.6
 DL4338;SPC WI C     -   506,714.99  1,642,990.82   sFT  0.99995830   -0 53 28.6
 DL4338;UTM  15      - 5,008,445.469   636,370.632   MT  0.99982866   +1 13 58.5
 DL4338
 DL4338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4338!SPC WI C     -   0.99993919  x   0.99995830  =   0.99989749
 DL4338!UTM  15      -   0.99993919  x   0.99982866  =   0.99976786
 DL4338
 DL4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3637008445(NAD 83)
 DL4338
 DL4338                          SUPERSEDED SURVEY CONTROL
 DL4338
 DL4338  NAD 83(2007)-  45 12 58.65317(N)    091 15 47.50470(W) AD(2002.00) B
 DL4338  ELLIP H (09/06/11)  387.929  (m)                       GP(2002.00) 1 1
 DL4338  NAVD 88             418.44   (m)         1372.8    (f) LEVELING    3  
 DL4338
 DL4338.Superseded values are not recommended for survey control.
 DL4338
 DL4338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4338.See file dsdata.pdf to determine how the superseded data were derived.
 DL4338
 DL4338_MARKER: DD = SURVEY DISK
 DL4338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4338_STAMPING: BIRCH CREEK GPS 2006
 DL4338_MARK LOGO: WIDT
 DL4338_PROJECTION: FLUSH
 DL4338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4338+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2023
 DL4338
 DL4338  HISTORY     - Date     Condition        Report By
 DL4338  HISTORY     - 2005     MONUMENTED       WIDT
 DL4338  HISTORY     - 20080811 GOOD             WIDT
 DL4338  HISTORY     - 20231211 GOOD             DJHENK
 DL4338
 DL4338                          STATION DESCRIPTION
 DL4338
 DL4338'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4338'THE STATION IS LOCATED ABOUT 11.7 MI (18.8 KM) NORTH-NORTHWEST OF
 DL4338'CRESCENT, 7.1 MI (11.4 KM) WEST OF HOLCOMBE AND 6.5 MI (10.5 KM)
 DL4338'WEST-NORTHWEST OF CORNELL.
 DL4338'
 DL4338'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E SOUTH WITH
 DL4338'COUNTY HIGHWAY M APPROXIMATELY 6 MI (9.7 KM) WEST OF THE COMMUNITY OF
 DL4338'HOLCOMBE, GO SOUTHWEST ON COUNTY HIGHWAY E FOR 1.5 MI (2.4 KM) TO THE
 DL4338'STATION ON THE LEFT.
 DL4338'
 DL4338'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4338'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4338'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4338'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT, 9.0 M (29.5
 DL4338'FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY EAST, 59.0 M (193.6 FT)
 DL4338'WEST OF A LEFT TURN AHEAD 35 MPH SIGN POST, 30.0 M (98.4 FT) WEST OF
 DL4338'THE CENTERLINE OF PRIVATE ENTRANCE 25655, 3.4 M (11.2 FT) EAST OF THE
 DL4338'EXTENDED CENTERLINE OF A FIELD ENTRANCE, 2.5 M (8.2 FT) NORTH OF A
 DL4338'WHITE PLASTIC FENCE AND 1.0 M (3.3 FT) EAST AND 1.0 M (3.3 FT) WEST OF
 DL4338'TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 DL4338'
 DL4338'NOTE- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL4338'15 DEGREES ABOVE THE HORIZON.
 DL4338
 DL4338                          STATION RECOVERY (2023)
 DL4338
 DL4338'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DL4338'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7330 ***********************************************************************
 DN7330  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7330  DESIGNATION -  BIRCH CREEK S GPS
 DN7330  PID         -  DN7330
 DN7330  STATE/COUNTY-  WI/CHIPPEWA
 DN7330  COUNTRY     -  US
 DN7330  USGS QUAD   -  CORNELL (2018)
 DN7330
 DN7330                         *CURRENT SURVEY CONTROL
 DN7330  ______________________________________________________________________
 DN7330* NAD 83(2011) POSITION- 45 12 20.78330(N) 091 10 30.26500(W)   ADJUSTED
 DN7330* NAD 83(2011) ELLIP HT-   309.322 (meters)        (04/15/13)   ADJUSTED
 DN7330* NAD 83(2011) EPOCH   -  2010.00
 DN7330* NAVD 88 ORTHO HEIGHT -   339.91  (meters)     1115.2   (feet) GPS OBS
 DN7330  ______________________________________________________________________
 DN7330  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7330  GEOID HEIGHT    -        -30.595 (meters)                     GEOID12A
 DN7330  GEOID HEIGHT    -        -30.587 (meters)                     GEOID18
 DN7330  NAD 83(2011) X  -    -92,316.602 (meters)                     COMP
 DN7330  NAD 83(2011) Y  - -4,500,662.759 (meters)                     COMP
 DN7330  NAD 83(2011) Z  -  4,503,709.209 (meters)                     COMP
 DN7330  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 DN7330
 DN7330  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7330  Standards:
 DN7330         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7330            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7330  -------------------------------------------------------------------
 DN7330  NETWORK    0.63   1.14           0.28   0.23   0.58      0.05456070
 DN7330  -------------------------------------------------------------------
 DN7330  Click here for local accuracies and other accuracy information.
 DN7330
 DN7330.The horizontal coordinates were established by GPS observations
 DN7330.and adjusted by the National Geodetic Survey in April 2013.
 DN7330
 DN7330.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7330.been affixed to the stable North American tectonic plate. See 
 DN7330.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7330
 DN7330.The horizontal coordinates are valid at the epoch date displayed above
 DN7330.which is a decimal equivalence of Year/Month/Day.
 DN7330
 DN7330.The orthometric height was determined by GPS observations and a
 DN7330.high-resolution geoid model using precise GPS observation and
 DN7330.processing techniques.
 DN7330
 DN7330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7330.GEOID18 height accuracy estimate available here.
 DN7330
 DN7330.Click photographs - Photos may exist for this station.
 DN7330
 DN7330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7330
 DN7330.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7330
 DN7330.The ellipsoidal height was determined by GPS observations
 DN7330.and is referenced to NAD 83.
 DN7330
 DN7330. The following values were computed from the NAD 83(2011) position.
 DN7330
 DN7330;                    North         East     Units Scale Factor Converg.
 DN7330;SPC WI C     -   153,174.211   507,688.566   MT  0.99995723   -0 49 44.8
 DN7330;SPC WI C     -   502,539.06  1,665,641.57   sFT  0.99995723   -0 49 44.8
 DN7330;UTM  15      - 5,007,429.548   643,316.217   MT  0.99985255   +1 17 42.9
 DN7330
 DN7330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7330!SPC WI C     -   0.99995151  x   0.99995723  =   0.99990874
 DN7330!UTM  15      -   0.99995151  x   0.99985255  =   0.99980406
 DN7330
 DN7330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4331607429(NAD 83)
 DN7330
 DN7330                          SUPERSEDED SURVEY CONTROL
 DN7330
 DN7330  NAD 83(2007)-  45 12 20.78325(N)    091 10 30.26560(W) AD(2002.00) 1
 DN7330  ELLIP H (04/06/12)  309.349  (m)                       GP(2002.00) 1 1
 DN7330
 DN7330.Superseded values are not recommended for survey control.
 DN7330
 DN7330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7330.See file dsdata.pdf to determine how the superseded data were derived.
 DN7330
 DN7330_MARKER: DD = SURVEY DISK
 DN7330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7330_STAMPING: BIRCH CREEK S GPS 2006
 DN7330_MARK LOGO: WIDT
 DN7330_PROJECTION: FLUSH
 DN7330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7330+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2008
 DN7330
 DN7330  HISTORY     - Date     Condition        Report By
 DN7330  HISTORY     - 2005     MONUMENTED       WIDT
 DN7330  HISTORY     - 20080811 GOOD             WIDT
 DN7330
 DN7330                          STATION DESCRIPTION
 DN7330
 DN7330'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7330'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 (BRIDGE
 DN7330'STREET) WITH COUNTY HIGHWAY CLOSING CORNER ON THE WEST SIDE OF THE
 DN7330'CITY OF CORNELL, GO NORTH ON COUNTY HIGHWAY CLOSING CORNER FOR 3.3 MI
 DN7330'(5.3 KM) TO 250TH AVENUE LEFT.  TURN LEFT AND GO WEST ON 250TH AVENUE
 DN7330'FOR 0.10 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DN7330'
 DN7330'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7330'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7330'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7330'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7330'THE STATION IS 9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF 250TH
 DN7330'AVENUE, 54.5 M (178.8 FT) NORTHEAST OF A POWER POLE, 53.5 M (175.5 FT)
 DN7330'NORTHWEST OF A POWER POLE, 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF A
 DN7330'FIELD ENTRANCE, 0.9 M (3.0 FT) SOUTH OF A METAL FENCE AND 1.0 M (3.3
 DN7330'FT) NORTH, 1.0 M (3.3 FT) SOUTHWEST AND 1.0 M (3.3 FT) SOUTHEAST OF
 DN7330'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7330'
 DN7330'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7330'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7320 ***********************************************************************
 DN7320  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7320  DESIGNATION -  BIRCH CREEK W GPS
 DN7320  PID         -  DN7320
 DN7320  STATE/COUNTY-  WI/CHIPPEWA
 DN7320  COUNTRY     -  US
 DN7320  USGS QUAD   -  FIRESIDE LAKES (2018)
 DN7320
 DN7320                         *CURRENT SURVEY CONTROL
 DN7320  ______________________________________________________________________
 DN7320* NAD 83(2011) POSITION- 45 17 03.79609(N) 091 17 33.20533(W)   ADJUSTED
 DN7320* NAD 83(2011) ELLIP HT-   296.370 (meters)        (04/15/13)   ADJUSTED
 DN7320* NAD 83(2011) EPOCH   -  2010.00
 DN7320* NAVD 88 ORTHO HEIGHT -   326.83  (meters)     1072.3   (feet) GPS OBS
 DN7320  ______________________________________________________________________
 DN7320  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7320  GEOID HEIGHT    -        -30.456 (meters)                     GEOID12A
 DN7320  GEOID HEIGHT    -        -30.456 (meters)                     GEOID18
 DN7320  NAD 83(2011) X  -   -101,404.720 (meters)                     COMP
 DN7320  NAD 83(2011) Y  - -4,494,251.837 (meters)                     COMP
 DN7320  NAD 83(2011) Z  -  4,509,851.787 (meters)                     COMP
 DN7320  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 DN7320
 DN7320  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7320  Standards:
 DN7320         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7320            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7320  -------------------------------------------------------------------
 DN7320  NETWORK    0.60   1.12           0.27   0.21   0.57      0.11506236
 DN7320  -------------------------------------------------------------------
 DN7320  Click here for local accuracies and other accuracy information.
 DN7320
 DN7320.The horizontal coordinates were established by GPS observations
 DN7320.and adjusted by the National Geodetic Survey in April 2013.
 DN7320
 DN7320.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7320.been affixed to the stable North American tectonic plate. See 
 DN7320.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7320
 DN7320.The horizontal coordinates are valid at the epoch date displayed above
 DN7320.which is a decimal equivalence of Year/Month/Day.
 DN7320
 DN7320.The orthometric height was determined by GPS observations and a
 DN7320.high-resolution geoid model using precise GPS observation and
 DN7320.processing techniques.
 DN7320
 DN7320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7320.GEOID18 height accuracy estimate available here.
 DN7320
 DN7320.Click photographs - Photos may exist for this station.
 DN7320
 DN7320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7320
 DN7320.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7320
 DN7320.The ellipsoidal height was determined by GPS observations
 DN7320.and is referenced to NAD 83.
 DN7320
 DN7320. The following values were computed from the NAD 83(2011) position.
 DN7320
 DN7320;                    North         East     Units Scale Factor Converg.
 DN7320;SPC WI C     -   162,049.960   498,599.106   MT  0.99996606   -0 54 43.2
 DN7320;SPC WI C     -   531,658.91  1,635,820.57   sFT  0.99996606   -0 54 43.2
 DN7320;UTM  15      - 5,015,961.099   633,905.082   MT  0.99982047   +1 12 48.6
 DN7320
 DN7320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7320!SPC WI C     -   0.99995354  x   0.99996606  =   0.99991960
 DN7320!UTM  15      -   0.99995354  x   0.99982047  =   0.99977402
 DN7320
 DN7320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3390515961(NAD 83)
 DN7320
 DN7320                          SUPERSEDED SURVEY CONTROL
 DN7320
 DN7320  NAD 83(2007)-  45 17 03.79606(N)    091 17 33.20593(W) AD(2002.00) 1
 DN7320  ELLIP H (04/06/12)  296.397  (m)                       GP(2002.00) 1 1
 DN7320
 DN7320.Superseded values are not recommended for survey control.
 DN7320
 DN7320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7320.See file dsdata.pdf to determine how the superseded data were derived.
 DN7320
 DN7320_MARKER: DD = SURVEY DISK
 DN7320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7320_STAMPING: BIRCH CREEK W GPS 2006
 DN7320_MARK LOGO: WIDT
 DN7320_PROJECTION: FLUSH
 DN7320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7320+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2008
 DN7320
 DN7320  HISTORY     - Date     Condition        Report By
 DN7320  HISTORY     - 2005     MONUMENTED       WIDT
 DN7320  HISTORY     - 20080818 GOOD             WIDT
 DN7320
 DN7320                          STATION DESCRIPTION
 DN7320
 DN7320'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7320'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY EAST SOUTH
 DN7320'WITH COUNTY HIGHWAY M APPROXIMATELY 6 MI (9.7 KM) WEST OF THE
 DN7320'COMMUNITY OF HOLCOMBE, GO NORTHWEST ON COUNTY HIGHWAY EAST AND COUNTY
 DN7320'HIGHWAY M FOR 0.25 MI (0.4 KM) TO COUNTY HIGHWAY EAST RIGHT AND COUNTY
 DN7320'HIGHWAY M AHEAD.  TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY EAST FOR
 DN7320'2.2 MI (3.5 KM) TO 290TH AVENUE.  TURN LEFT AND GO WEST ON 290TH
 DN7320'AVENUE FOR 3.25 MI (5.2 KM) TO 190TH STREET (MUD BROOK VALLEY ROAD)
 DN7320'RIGHT.  TURN RIGHT AND GO NORTH ON 190TH STREET (MUD BROOK VALLEY
 DN7320'ROAD) FOR 1.8 MI (2.9 KM) TO THE STATION ON THE LEFT.
 DN7320'
 DN7320'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7320'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7320'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7320'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7320'9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF 190TH STREET, 60.4 M (198.2
 DN7320'FT) EAST OF A LEFT TURN AHEAD SIGN POST, 25.7 M (84.3 FT) NORTHWEST OF
 DN7320'A WOOD FENCE CORNER POST, 25.4 M (83.3 FT) NORTHWEST OF A POWER POLE
 DN7320'WITH ONE GUY WIRE, 18.0 M (59.1 FT) EAST OF THE CENTERLINE OF A FIELD
 DN7320'ENTRANCE AND 0.9 M (3.0 FT) NORTH, 0.9 M (3.0 FT) SOUTHEAST AND 0.9 M
 DN7320'(3.0 FT) SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7320'
 DN7320'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7320'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6306 ***********************************************************************
 DO6306  DESIGNATION -  BIRCH GPS
 DO6306  PID         -  DO6306
 DO6306  STATE/COUNTY-  WI/LINCOLN
 DO6306  COUNTRY     -  US
 DO6306  USGS QUAD   -  IRMA (2018)
 DO6306
 DO6306                         *CURRENT SURVEY CONTROL
 DO6306  ______________________________________________________________________
 DO6306* NAD 83(1986) POSITION- 45 19 06.67   (N) 089 39 44.09   (W)   HD_HELD1
 DO6306* NAVD 88 ORTHO HEIGHT -   476.798 (meters)     1564.29  (feet) ADJUSTED
 DO6306  ______________________________________________________________________
 DO6306  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 DO6306  DYNAMIC HEIGHT  -        476.747 (meters)     1564.13  (feet) COMP
 DO6306  MODELED GRAVITY -    980,494.8   (mgal)                       NAVD 88
 DO6306
 DO6306  VERT ORDER      -  SECOND    CLASS I
 DO6306
 DO6306.The horizontal coordinates were determined by differentially corrected
 DO6306.hand held GPS observations or other comparable positioning techniques
 DO6306.and have an estimated accuracy of +/- 3 meters.
 DO6306
 DO6306.The orthometric height was determined by differential leveling and
 DO6306.adjusted by the NATIONAL GEODETIC SURVEY
 DO6306.in February 2017.
 DO6306
 DO6306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6306.GEOID18 height accuracy estimate available here.
 DO6306
 DO6306.Click photographs - Photos may exist for this station.
 DO6306
 DO6306.The dynamic height is computed by dividing the NAVD 88
 DO6306.geopotential number by the normal gravity value computed on the
 DO6306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6306.degrees latitude (g = 980.6199 gals.).
 DO6306
 DO6306.The modeled gravity was interpolated from observed gravity values.
 DO6306
 DO6306;                    North         East    Units  Estimated Accuracy
 DO6306;SPC WI C     -   165,091.2     626,481.9     MT  (+/- 3 meters HH1 GPS) 
 DO6306
 DO6306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9134021782(NAD 83)
 DO6306
 DO6306                          SUPERSEDED SURVEY CONTROL
 DO6306
 DO6306  NAVD 88 (07/25/13)  476.805  (m)         1564.32   (f) SUPERSEDED  2 1
 DO6306
 DO6306.Superseded values are not recommended for survey control.
 DO6306
 DO6306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6306.See file dsdata.pdf to determine how the superseded data were derived.
 DO6306
 DO6306_MARKER: DD = SURVEY DISK
 DO6306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6306_STAMPING: BIRCH GPS 1995
 DO6306_MARK LOGO: WIDT
 DO6306_PROJECTION: PROJECTING 4 CENTIMETERS
 DO6306_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6306+STABILITY: SURFACE MOTION
 DO6306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6306+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2012
 DO6306
 DO6306  HISTORY     - Date     Condition        Report By
 DO6306  HISTORY     - 1995     MONUMENTED       WI-069
 DO6306  HISTORY     - 20121201 GOOD             WIDT
 DO6306
 DO6306                          STATION DESCRIPTION
 DO6306
 DO6306'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6306'THE STATION IS LOCATED 9.6 MI NORTH OF MERRILL, 8.1 MI WEST OF
 DO6306'GLEASON, AND 2.3 MI SOUTH OF IRMA.
 DO6306'
 DO6306'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WITH COUNTY
 DO6306'HIGHWAY H LOCATED APPROXIMATELY 9 MI (14.5 KM) NORTH OF THE CITY OF
 DO6306'MERRILL, GO NORTH ON COUNTY HIGHWAY K FOR 0.15 MI (0.2 KM) TO AN
 DO6306'ENTRANCE FOR THE LINCOLN COUNTY FORESTRY LAND AND PARKS SHOP -N5569-
 DO6306'ON THE LEFT.  TURN LEFT AND GO 0.05 MI (0.1 KM) TO THE STATION ON THE
 DO6306'RIGHT, LOCATED ABOUT 45 M (147.6 FT) TO THE NORTH OF THE DRIVEWAY.
 DO6306'
 DO6306'THE STATION IS A BRONZE WISCONSIN COUNTY GPS NETWORK GEODETIC CONTROL
 DO6306'STATION DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE
 DO6306'POST.  THE STATION IS 91 M (298.6 FT) WEST OF THE CENTERLINE OF COUNTY
 DO6306'HIGHWAY K, 64.6 M (211.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 DO6306'EASTERNMOST FORESTRY SHOP BUILDING, 45.0 M (147.6 FT) NORTH OF THE
 DO6306'CENTER OF THE GRAVEL DRIVEWAY, 41.1 M (134.8 FT) NORTHEAST OF A POWER
 DO6306'POLE -3307 3OW3- WITH A SINGLE GUY WIRE TO THE WEST, AND LOCATED IN
 DO6306'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6306'
 DO6306'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6306'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5262 ***********************************************************************
 DN5262  DESIGNATION -  BIRCH ISLAND 1
 DN5262  PID         -  DN5262
 DN5262  STATE/COUNTY-  WI/BURNETT
 DN5262  COUNTRY     -  US
 DN5262  USGS QUAD   -  BIRCH ISLAND LAKE (2018)
 DN5262
 DN5262                         *CURRENT SURVEY CONTROL
 DN5262  ______________________________________________________________________
 DN5262* NAD 83(1986) POSITION- 45 57 44.4    (N) 092 08 33.2    (W)   HD_HELD2
 DN5262* NAVD 88 ORTHO HEIGHT -   304.140 (meters)      997.83  (feet) ADJUSTED
 DN5262  ______________________________________________________________________
 DN5262  GEOID HEIGHT    -        -26.886 (meters)                     GEOID18
 DN5262  DYNAMIC HEIGHT  -        304.165 (meters)      997.91  (feet) COMP
 DN5262  MODELED GRAVITY -    980,687.9   (mgal)                       NAVD 88
 DN5262
 DN5262  VERT ORDER      -  SECOND    CLASS I
 DN5262
 DN5262.The horizontal coordinates were established by autonomous hand held GPS
 DN5262.observations and have an estimated accuracy of +/- 10 meters.
 DN5262
 DN5262.The orthometric height was determined by differential leveling and
 DN5262.adjusted by the WI DEPT OF TRANSP
 DN5262.in May 2012.
 DN5262
 DN5262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5262.GEOID18 height accuracy estimate available here.
 DN5262
 DN5262.Click photographs - Photos may exist for this station.
 DN5262
 DN5262.The dynamic height is computed by dividing the NAVD 88
 DN5262.geopotential number by the normal gravity value computed on the
 DN5262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5262.degrees latitude (g = 980.6199 gals.).
 DN5262
 DN5262.The modeled gravity was interpolated from observed gravity values.
 DN5262
 DN5262;                    North         East    Units  Estimated Accuracy
 DN5262;SPC WI N     -    90,673.      433,946.      MT  (+/- 10 meters HH2 GPS)
 DN5262
 DN5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6643890219(NAD 83)
 DN5262
 DN5262                          SUPERSEDED SURVEY CONTROL
 DN5262
 DN5262.No superseded survey control is available for this station.
 DN5262
 DN5262_MARKER: DB = BENCH MARK DISK
 DN5262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5262_STAMPING: BIRCH ISLAND 1 2009
 DN5262_MARK LOGO: WI-013
 DN5262_PROJECTION: FLUSH
 DN5262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5262+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 DN5262
 DN5262  HISTORY     - Date     Condition        Report By
 DN5262  HISTORY     - 2009     MONUMENTED       WI-013
 DN5262  HISTORY     - 20100318 GOOD             WI-013
 DN5262  HISTORY     - 20120202 GOOD             GEOSPC
 DN5262
 DN5262                          STATION DESCRIPTION
 DN5262
 DN5262'DESCRIBED BY BURNETT COUNTY WISCONSIN 2010 (JET)
 DN5262'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH COUNTY
 DN5262'HIGHWAY H, LOCATED ABOUT 10 MI (16.1 KM) WEST OF THE CITY OF SPOONER,
 DN5262'WI, GO NORTH ON COUNTY HIGHWAY H FOR 10.9 MI (17.5 KM) TO LONG LAKE
 DN5262'ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON LONG LAKE ROAD FOR 1.9 MI
 DN5262'(3.1 KM) TO THE BIRCH ISLAND LAKE BOAT RAMP AND THE STATION ON THE
 DN5262'LEFT.
 DN5262'
 DN5262'THE STATION IS A BRONZE BURNETT COUNTY BENCH MARK DISK SET IN THE TOP
 DN5262'OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET ABOUT 1 M (3.3 FT)
 DN5262'BELOW PAVEMENT.
 DN5262'
 DN5262'THE STATION IS 69 FT (21.0 M) EAST OF A METAL POST FOR A 'BIRCH ISLAND
 DN5262'LAKE BOAT LANDING' SIGN, 25 FT (7.6 M) SOUTHWEST OF THE EDGE OF
 DN5262'PAVEMENT OF KILKARE ROAD, 16 FT (4.9 M) SOUTH OF THE SOUTHERLY MOST
 DN5262'WOODEN POST FOR A 'BIRCH ISLAND LAKE PUBLIC ACCESS' SIGN.
 DN5262
 DN5262                          STATION RECOVERY (2012)
 DN5262
 DN5262'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2012 (MEH)
 DN5262'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0718 ***********************************************************************
 RM0718  DESIGNATION -  BIRCH RIDGE TOWER D
 RM0718  PID         -  RM0718
 RM0718  STATE/COUNTY-  WI/ASHLAND
 RM0718  COUNTRY     -  US
 RM0718  USGS QUAD   -  CEDAR (2018)
 RM0718
 RM0718                         *CURRENT SURVEY CONTROL
 RM0718  ______________________________________________________________________
 RM0718* NAD 83(1996) POSITION- 46 31 23.50395(N) 090 33 01.60540(W)   ADJUSTED
 RM0718* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 RM0718  ______________________________________________________________________
 RM0718  GEOID HEIGHT    -        -31.300 (meters)                     GEOID18
 RM0718  LAPLACE CORR    -          7.08  (seconds)                    DEFLEC18
 RM0718  HORZ ORDER      -  SECOND
 RM0718
 RM0718.The horizontal coordinates were established by classical geodetic methods
 RM0718.and adjusted by the National Geodetic Survey in March 1999.
 RM0718
 RM0718.The orthometric height was scaled from a topographic map.
 RM0718
 RM0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0718.GEOID18 height accuracy estimate available here.
 RM0718
 RM0718.Click photographs - Photos may exist for this station.
 RM0718
 RM0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0718
 RM0718. The following values were computed from the NAD 83(1996) position.
 RM0718
 RM0718;                    North         East     Units Scale Factor Converg.
 RM0718;SPC WI N     -   150,919.838   557,766.149   MT  0.99996457   -0 23 49.5
 RM0718;SPC WI N     -   495,142.84  1,829,937.77   sFT  0.99996457   -0 23 49.5
 RM0718;UTM  15      - 5,155,095.949   687,875.991   MT  1.00003389   +1 46 41.0
 RM0718
 RM0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0718!SPC WI N     -   0.99994754  x   0.99996457  =   0.99991211
 RM0718!UTM  15      -   0.99994754  x   1.00003389  =   0.99998143
 RM0718
 RM0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8787555095(NAD 83)
 RM0718
 RM0718                          SUPERSEDED SURVEY CONTROL
 RM0718
 RM0718  NAD 83(1991)-  46 31 23.50393(N)    090 33 01.60523(W) AD(       ) 2
 RM0718  NAD 83(1986)-  46 31 23.49747(N)    090 33 01.59748(W) AD(       ) 2
 RM0718  NAD 27      -  46 31 23.68800(N)    090 33 00.93900(W) AD(       ) 2
 RM0718
 RM0718.Superseded values are not recommended for survey control.
 RM0718
 RM0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0718.See file dsdata.pdf to determine how the superseded data were derived.
 RM0718
 RM0718_MARKER: DB = BENCH MARK DISK
 RM0718_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RM0718_STAMPING: BIRCH RIDGE TOWER D 1934
 RM0718_MARK LOGO: USGS
 RM0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0718
 RM0718  HISTORY     - Date     Condition        Report By
 RM0718  HISTORY     - 1934     MONUMENTED       USGS
 RM0718  HISTORY     - 1939     GOOD             CGS
 RM0718  HISTORY     - 1966     GOOD             CGS
 RM0718  HISTORY     - 1989     GOOD             USPSQD
 RM0718  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 RM0718  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 RM0718  HISTORY     - 20070911 MARK NOT FOUND   GEOCAC
 RM0718
 RM0718                          STATION DESCRIPTION
 RM0718
 RM0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0718'IN THE LOCALITY OF ODANAH, 27.29 FEET (8.318 METERS) NORTH
 RM0718'FROM TRIANGULATION STATION BIRCH.
 RM0718'
 RM0718'THIS IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 RM0718'A 6- BY 6-INCH CONCRETE POST WHICH PROJECTS 1.5 FEET ABOVE
 RM0718'THE SURFACE OF THE GROUND AND IS STAMPED BIRCH RIDGE TOWER
 RM0718'D 1934.  IT IS SET APPROXIMATELY AT THE CENTER OF THE BASE OF
 RM0718'THE U.S. FORESTRY SERVICE LOOKOUT TOWER BIRCH RIDGE WHICH IS A
 RM0718'STEEL STRUCTURE 110 FEET HIGH WITH A GLASS-ENCLOSED OBSERVATION
 RM0718'PLATFORM ON THE TOP.
 RM0718
 RM0718                          STATION RECOVERY (1966)
 RM0718
 RM0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RHR)
 RM0718'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 RM0718'CONDITION.
 RM0718'
 RM0718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATELY
 RM0718'9 MILES EAST OF OHANAH, WISC.
 RM0718
 RM0718                          STATION RECOVERY (1989)
 RM0718
 RM0718'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0718'RECOVERED IN GOOD CONDITION.
 RM0718
 RM0718                          STATION RECOVERY (2002)
 RM0718
 RM0718'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0718'MARK NOT FOUND.
 RM0718
 RM0718                          STATION RECOVERY (2003)
 RM0718
 RM0718'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0718'THE STATION WAS NOT FOUND.  THE CONCRETE POST IS PRESENT, BUT THE TOP
 RM0718'HAS BEEN CHIPPED OFF AND MARK REMOVED.  NOTE--THE LOOKOUT TOWER HAS
 RM0718'BEEN REMOVED, BUT ITS CONCRETE FOUNDATION FOR ITS LEGS ARE PRESENT.
 RM0718
 RM0718                          STATION RECOVERY (2007)
 RM0718
 RM0718'RECOVERY NOTE BY GEOCACHING 2007 (JER)
 RM0718'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0589 ***********************************************************************
 RM0589  DESIGNATION -  BIRCH RM 2
 RM0589  PID         -  RM0589
 RM0589  STATE/COUNTY-  WI/ASHLAND
 RM0589  COUNTRY     -  US
 RM0589  USGS QUAD   -  CEDAR (2018)
 RM0589
 RM0589                         *CURRENT SURVEY CONTROL
 RM0589  ______________________________________________________________________
 RM0589* NAD 83(1986) POSITION- 46 31 22.15   (N) 090 33 01.12   (W)   HD_HELD1
 RM0589* NAVD 88 ORTHO HEIGHT -   334.006 (meters)     1095.82  (feet) ADJUSTED
 RM0589  ______________________________________________________________________
 RM0589  GEOID HEIGHT    -        -31.298 (meters)                     GEOID18
 RM0589  DYNAMIC HEIGHT  -        334.021 (meters)     1095.87  (feet) COMP
 RM0589  MODELED GRAVITY -    980,650.9   (mgal)                       NAVD 88
 RM0589
 RM0589  VERT ORDER      -  FIRST     CLASS II
 RM0589
 RM0589.The horizontal coordinates were determined by differentially corrected
 RM0589.hand held GPS observations or other comparable positioning techniques
 RM0589.and have an estimated accuracy of +/- 3 meters.
 RM0589
 RM0589.The orthometric height was determined by differential leveling and
 RM0589.adjusted by the NATIONAL GEODETIC SURVEY
 RM0589.in June 1991.
 RM0589
 RM0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0589.GEOID18 height accuracy estimate available here.
 RM0589
 RM0589.Click photographs - Photos may exist for this station.
 RM0589
 RM0589.The dynamic height is computed by dividing the NAVD 88
 RM0589.geopotential number by the normal gravity value computed on the
 RM0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0589.degrees latitude (g = 980.6199 gals.).
 RM0589
 RM0589.The modeled gravity was interpolated from observed gravity values.
 RM0589
 RM0589;                    North         East    Units  Estimated Accuracy
 RM0589;SPC WI N     -   150,878.0     557,776.2     MT  (+/- 3 meters HH1 GPS) 
 RM0589
 RM0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8788755054(NAD 83)
 RM0589
 RM0589                          SUPERSEDED SURVEY CONTROL
 RM0589
 RM0589.No superseded survey control is available for this station.
 RM0589
 RM0589_MARKER: DR = REFERENCE MARK DISK
 RM0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0589_STAMPING: BIRCH NO 2 1939
 RM0589_MARK LOGO: CGS
 RM0589_PROJECTION: PROJECTING 5 CENTIMETERS
 RM0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0589+STABILITY: SURFACE MOTION
 RM0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0589+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 RM0589
 RM0589  HISTORY     - Date     Condition        Report By
 RM0589  HISTORY     - 1939     MONUMENTED       CGS
 RM0589  HISTORY     - 1982     GOOD             NGS
 RM0589  HISTORY     - 19970626 GOOD             USPSQD
 RM0589  HISTORY     - 20020616 GOOD             USPSQD
 RM0589  HISTORY     - 20030709 GOOD             USPSQD
 RM0589  HISTORY     - 20041126 GOOD             USPSQD
 RM0589  HISTORY     - 20070911 MARK NOT FOUND   GEOCAC
 RM0589
 RM0589                          STATION DESCRIPTION
 RM0589
 RM0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0589'15.5 KM (9.65 MI) SE FROM ODANAH.
 RM0589'15.3 KM (9.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RM0589'COUNTY ROAD A IN ODANAH, THENCE 0.2 KM (0.15 MI) SOUTH ALONG A DIRT
 RM0589'ROAD TO THE BIRCH RIDGE FIRE LOOKOUT TOWER AND THE MARK, 14.9 METERS
 RM0589'(49.0 FT) WEST OF A NORTH-SOUTH ROAD, 1.5 METERS (5.0 FT) WEST OF A
 RM0589'TRACK ROAD, AND 34.9 METERS (114.4 FT) SOUTH OF TRIANGULATION STATION
 RM0589'BIRCH.
 RM0589'THE MARK IS 0.6 M ABOVE ROAD.
 RM0589
 RM0589                          STATION RECOVERY (1997)
 RM0589
 RM0589'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0589'RECOVERED IN GOOD CONDITION.
 RM0589
 RM0589                          STATION RECOVERY (2002)
 RM0589
 RM0589'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0589'RECOVERED IN GOOD CONDITION.
 RM0589
 RM0589                          STATION RECOVERY (2003)
 RM0589
 RM0589'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0589'REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.  TO REACH THE MARK, GO
 RM0589'SOUTH OF HIGHWAY 2 ON BIRCH HILL ROAD FOR 0.15 MILE TO BIRCH HILL CT.
 RM0589'
 RM0589'THE MARK IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION ON A HILL
 RM0589'NEAR CHAINLINK FENCE THAT IS COLLAPSED ON THREE SIDES, AT THE WEST
 RM0589'EDGE OF AN ABANDONED TRACK ROAD FROM THE SOUTH TOWARD THE TOWER, SOUTH
 RM0589'OF THE SOUTHEAST CORNER OF A FORMER TURN AROUND AND PROJECTS 2 INCHES.
 RM0589'NOTE-- THE OBSERVATION TOWER HAS BEEN REMOVED, BUT THE CONCRETE
 RM0589'FOUNDATION FOR ITS LEGS ARE PRESENT.
 RM0589
 RM0589                          STATION RECOVERY (2004)
 RM0589
 RM0589'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0589'RECOVERED IN GOOD CONDITION.
 RM0589
 RM0589                          STATION RECOVERY (2007)
 RM0589
 RM0589'RECOVERY NOTE BY GEOCACHING 2007 (JER)
 RM0589'MARK NOT FOUND. NEW HOUSING DEVELOPMENT IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0590 ***********************************************************************
 RM0590  DESIGNATION -  BIRCH RM 3
 RM0590  PID         -  RM0590
 RM0590  STATE/COUNTY-  WI/ASHLAND
 RM0590  COUNTRY     -  US
 RM0590  USGS QUAD   -  CEDAR (2018)
 RM0590
 RM0590                         *CURRENT SURVEY CONTROL
 RM0590  ______________________________________________________________________
 RM0590* NAD 83(1986) POSITION- 46 31 22.74   (N) 090 33 02.39   (W)   HD_HELD1
 RM0590* NAVD 88 ORTHO HEIGHT -   334.922 (meters)     1098.82  (feet) ADJUSTED
 RM0590  ______________________________________________________________________
 RM0590  GEOID HEIGHT    -        -31.300 (meters)                     GEOID18
 RM0590  DYNAMIC HEIGHT  -        334.937 (meters)     1098.87  (feet) COMP
 RM0590  MODELED GRAVITY -    980,650.9   (mgal)                       NAVD 88
 RM0590
 RM0590  VERT ORDER      -  FIRST     CLASS II
 RM0590
 RM0590.The horizontal coordinates were determined by differentially corrected
 RM0590.hand held GPS observations or other comparable positioning techniques
 RM0590.and have an estimated accuracy of +/- 3 meters.
 RM0590
 RM0590.The orthometric height was determined by differential leveling and
 RM0590.adjusted by the NATIONAL GEODETIC SURVEY
 RM0590.in June 1991.
 RM0590
 RM0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0590.GEOID18 height accuracy estimate available here.
 RM0590
 RM0590.Click photographs - Photos may exist for this station.
 RM0590
 RM0590.The dynamic height is computed by dividing the NAVD 88
 RM0590.geopotential number by the normal gravity value computed on the
 RM0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0590.degrees latitude (g = 980.6199 gals.).
 RM0590
 RM0590.The modeled gravity was interpolated from observed gravity values.
 RM0590
 RM0590;                    North         East    Units  Estimated Accuracy
 RM0590;SPC WI N     -   150,896.4     557,749.3     MT  (+/- 3 meters HH1 GPS) 
 RM0590
 RM0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8786055071(NAD 83)
 RM0590
 RM0590                          SUPERSEDED SURVEY CONTROL
 RM0590
 RM0590.No superseded survey control is available for this station.
 RM0590
 RM0590_MARKER: DR = REFERENCE MARK DISK
 RM0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0590_STAMPING: BIRCH NO 3 1939
 RM0590_MARK LOGO: CGS
 RM0590_PROJECTION: PROJECTING 5 CENTIMETERS
 RM0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0590+STABILITY: SURFACE MOTION
 RM0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0590+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 RM0590
 RM0590  HISTORY     - Date     Condition        Report By
 RM0590  HISTORY     - 1964     MONUMENTED       CGS
 RM0590  HISTORY     - 1982     GOOD             NGS
 RM0590  HISTORY     - 19970626 GOOD             USPSQD
 RM0590  HISTORY     - 20020616 GOOD             USPSQD
 RM0590  HISTORY     - 20030709 GOOD             USPSQD
 RM0590  HISTORY     - 20041126 GOOD             USPSQD
 RM0590  HISTORY     - 20070911 MARK NOT FOUND   GEOCAC
 RM0590
 RM0590                          STATION DESCRIPTION
 RM0590
 RM0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0590'15.5 KM (9.65 MI) SE FROM ODANAH.
 RM0590'15.3 KM (9.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RM0590'COUNTY ROAD A IN ODANAH, THENCE 0.2 KM (0.15 MI) SOUTH ALONG A DIRT
 RM0590'ROAD TO THE BIRCH RIDGE FIRE LOOKOUT TOWER AND THE MARK, 3.5 METERS
 RM0590'(11.4 FT) EAST OF THE NORTHEAST CORNER OF AN OUT HOUSE, AND
 RM0590'23.0 METERS (75.3 FT) SOUTHWEST OF TRIANGULATION STATION BIRCH.
 RM0590'THE MARK IS 0.91 M ABOVE ROAD.
 RM0590
 RM0590                          STATION RECOVERY (1997)
 RM0590
 RM0590'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0590'RECOVERED IN GOOD CONDITION.
 RM0590
 RM0590                          STATION RECOVERY (2002)
 RM0590
 RM0590'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0590'RECOVERED IN GOOD CONDITION.
 RM0590
 RM0590                          STATION RECOVERY (2003)
 RM0590
 RM0590'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0590'REFERENCE MARK 3 RECOVERED IN GOOD CONDITION.  TO REACH THE MARK, GO
 RM0590'SOUTH OF HIGHWAY 2 ON BIRCH HILL ROAD FOR 0.15 MILE TO BIRCH HILL CT.
 RM0590'
 RM0590'THE MARK IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION ON A HILL
 RM0590'NEAR CHAINLINK FENCE THAT IS COLLAPSED ON THREE SIDES, 11.4 FEET EAST
 RM0590'OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK FOUNDATION FOR AN
 RM0590'OUTHOUSE.  THE OUTHOUSE HAS BEEN REMOVED.  NOTE-- THE OBSERVATION
 RM0590'TOWER HAS BEEN REMOVED, BUT THE CONCRETE FOUNDATION FOR ITS LEGS ARE
 RM0590'PRESENT.
 RM0590
 RM0590                          STATION RECOVERY (2004)
 RM0590
 RM0590'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0590'RECOVERED IN GOOD CONDITION.
 RM0590
 RM0590                          STATION RECOVERY (2007)
 RM0590
 RM0590'RECOVERY NOTE BY GEOCACHING 2007 (JER)
 RM0590'MARK NOT FOUND. NEW HOUSING DEVELOPMENT IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0581 ***********************************************************************
 QN0581  DESIGNATION -  BIRCHWOOD
 QN0581  PID         -  QN0581
 QN0581  STATE/COUNTY-  WI/RUSK
 QN0581  COUNTRY     -  US
 QN0581  USGS QUAD   -  MIKANA (2018)
 QN0581
 QN0581                         *CURRENT SURVEY CONTROL
 QN0581  ______________________________________________________________________
 QN0581* NAD 83(1996) POSITION- 45 35 39.06884(N) 091 31 53.37853(W)   ADJUSTED
 QN0581* NAVD 88 ORTHO HEIGHT -   474.    (meters)     1555.    (feet) SCALED
 QN0581  ______________________________________________________________________
 QN0581  GEOID HEIGHT    -        -30.099 (meters)                     GEOID18
 QN0581  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 QN0581  HORZ ORDER      -  FIRST
 QN0581
 QN0581.The horizontal coordinates were established by classical geodetic methods
 QN0581.and adjusted by the National Geodetic Survey in March 1999.
 QN0581
 QN0581.The orthometric height was scaled from a topographic map.
 QN0581
 QN0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0581.GEOID18 height accuracy estimate available here.
 QN0581
 QN0581.Click photographs - Photos may exist for this station.
 QN0581
 QN0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0581
 QN0581. The following values were computed from the NAD 83(1996) position.
 QN0581
 QN0581;                    North         East     Units Scale Factor Converg.
 QN0581;SPC WI C     -   196,800.500   480,505.903   MT  1.00001930   -1 04 50.1
 QN0581;SPC WI C     -   645,669.64  1,576,459.78   sFT  1.00001930   -1 04 50.1
 QN0581;UTM  15      - 5,050,009.085   614,537.989   MT  0.99976129   +1 02 57.2
 QN0581
 QN0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0581!SPC WI C     -   0.99993041  x   1.00001930  =   0.99994970
 QN0581!UTM  15      -   0.99993041  x   0.99976129  =   0.99969171
 QN0581
 QN0581:                Primary Azimuth Mark                     Grid Az
 QN0581:SPC WI C     -  BIRCHWOOD AZ MK                          040 05 46.6
 QN0581:UTM  15      -  BIRCHWOOD AZ MK                          037 57 59.3
 QN0581
 QN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1453750009(NAD 83)
 QN0581
 QN0581|---------------------------------------------------------------------|
 QN0581| PID    Reference Object                     Distance      Geod. Az  |
 QN0581|                                                           dddmmss.s |
 QN0581| CJ4282 BIRCHWOOD AZ MK                                    0390056.5 |
 QN0581| CJ4283 BIRCHWOOD RM 1                       27.542 METERS 10005     |
 QN0581| QN0580 BIRCHWOOD LOOKOUT TOWER              18.505 METERS 20037     |
 QN0581| CJ4284 BIRCHWOOD RM 2                       18.505 METERS 20037     |
 QN0581|---------------------------------------------------------------------|
 QN0581
 QN0581                          SUPERSEDED SURVEY CONTROL
 QN0581
 QN0581  NAD 83(1991)-  45 35 39.06841(N)    091 31 53.37687(W) AD(       ) 1
 QN0581  NAD 83(1986)-  45 35 39.06525(N)    091 31 53.37275(W) AD(       ) 1
 QN0581  NAD 27      -  45 35 39.21100(N)    091 31 52.79300(W) AD(       ) 1
 QN0581
 QN0581.Superseded values are not recommended for survey control.
 QN0581
 QN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0581.See file dsdata.pdf to determine how the superseded data were derived.
 QN0581
 QN0581_MARKER: DS = TRIANGULATION STATION DISK
 QN0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0581_STAMPING: BIRCHWOOD 1952
 QN0581_MARK LOGO: CGS
 QN0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0581+STABILITY: SURFACE MOTION
 QN0581
 QN0581  HISTORY     - Date     Condition        Report By
 QN0581  HISTORY     - 1952     MONUMENTED       CGS
 QN0581
 QN0581                          STATION DESCRIPTION
 QN0581
 QN0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0581'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF BIRCHWOOD,
 QN0581'0.5 MILE EAST OF THE RUSK-BARRON COUNTY LINE, ON THE HIGHEST
 QN0581'POINT OF A TIMBERED RIDGE, AT THE SITE OF THE BIRCHWOOD
 QN0581'LOOKOUT TOWER.  IT IS ON LAND GIVEN TO THE STATE OF WISCONSIN
 QN0581'BY RUSK COUNTY.
 QN0581'
 QN0581'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8
 QN0581'AND COUNTY ROAD F IN WEYERHAUSER, GO NORTH ON COUNTY ROAD
 QN0581'F FOR 6.3 MILES TO JUNCTION WITH COUNTY ROAD O, TURN LEFT
 QN0581'ON COUNTY ROAD F, GO 3.4 MILES TO JUNCTION WITH COUNTY ROAD
 QN0581'N, TURN RIGHT, FOLLOW COUNTY ROAD F 7.3 MILES TO A CROSSROAD,
 QN0581'TURN LEFT, GO 1.0 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH
 QN0581'MARK ON THE RIGHT AS DESCRIBED BELOW.  TURN LEFT ON SIDE
 QN0581'ROAD, GO 0.7 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 QN0581'0.8 MILE TO THE BIRCHWOOD LOOKOUT TOWER AND STATION SITE.
 QN0581'
 QN0581'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0581'POST PROJECTING 4 INCHES.  IT IS 48 FEET NORTH OF THE NORTHEAST
 QN0581'LEG OF THE LOOKOUT TOWER, 18 FEET SOUTHWEST OF THE DOORKNOB
 QN0581'OF AN OUTHOUSE AND IT IS STAMPED BIRCHWOOD 1952.
 QN0581'
 QN0581'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 QN0581'CONCRETE POST PROJECTING 4 INCHES.  IT IS STAMPED BIRCHWOOD
 QN0581'NO 1 1952.
 QN0581'
 QN0581'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 QN0581'CONCRETE POST PROJECTING 4 INCHES.  IT IS LOCATED IN THE
 QN0581'CENTER OF THE BASE OF THE LOOKOUT TOWER AND IS STAMPED BIRCHWOOD
 QN0581'NO 2 1952.
 QN0581'
 QN0581'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0581'POST PROJECTING 4 INCHES.  IT IS LOCATED IN THE SOUTHWEST
 QN0581'CORNER OF A PASTURE, 45 FEET NORTH OF A T INTERSECTION, 30
 QN0581'FEET EAST OF A NORTH-SOUTH FENCE LINE, 23 FEET NORTH OF AN
 QN0581'EAST-WEST FENCE LINE, 14 FEET EAST OF THE CENTERLINE OF A
 QN0581'FARM LANE, 4 FEET WEST OF A POWER POLE AND 2 FEET SOUTHWEST
 QN0581'OF A WITNESS POST.  IT IS STAMPED BIRCHWOOD 1952.
 QN0581'
 QN0581'THE BIRCHWOOD LOOKOUT TOWER IS A FOUR LEGGED LADDER TYPE
 QN0581'STEEL STRUCTURE WITH A GLASS ENCLOSED OBSERVING CAB.  THE
 QN0581'TOWER WAS ERECTED IN 1952 AND IS 110 FEET HIGH.  IT IS A WISCONSIN
 QN0581'CONSERVATION DEPARTMENT TOWER.
 QN0581'
 QN0581'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0580 ***********************************************************************
 QN0580  DESIGNATION -  BIRCHWOOD LOOKOUT TOWER
 QN0580  PID         -  QN0580
 QN0580  STATE/COUNTY-  WI/RUSK
 QN0580  COUNTRY     -  US
 QN0580  USGS QUAD   -  MIKANA (2018)
 QN0580
 QN0580                         *CURRENT SURVEY CONTROL
 QN0580  ______________________________________________________________________
 QN0580* NAD 83(1996) POSITION- 45 35 38.50784(N) 091 31 53.67916(W)   ADJUSTED
 QN0580* NAVD 88 ORTHO HEIGHT -   474.    (meters)     1555.    (feet) SCALED
 QN0580  ______________________________________________________________________
 QN0580  GEOID HEIGHT    -        -30.099 (meters)                     GEOID18
 QN0580  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 QN0580  HORZ ORDER      -  THIRD
 QN0580
 QN0580.The horizontal coordinates were established by classical geodetic methods
 QN0580.and adjusted by the National Geodetic Survey in March 1999.
 QN0580
 QN0580.The orthometric height was scaled from a topographic map.
 QN0580
 QN0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0580.GEOID18 height accuracy estimate available here.
 QN0580
 QN0580.Click photographs - Photos may exist for this station.
 QN0580
 QN0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0580
 QN0580. The following values were computed from the NAD 83(1996) position.
 QN0580
 QN0580;                    North         East     Units Scale Factor Converg.
 QN0580;SPC WI C     -   196,783.305   480,499.061   MT  1.00001927   -1 04 50.3
 QN0580;SPC WI C     -   645,613.23  1,576,437.34   sFT  1.00001927   -1 04 50.3
 QN0580;UTM  15      - 5,049,991.653   614,531.793   MT  0.99976127   +1 02 57.0
 QN0580
 QN0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0580!SPC WI C     -   0.99993041  x   1.00001927  =   0.99994967
 QN0580!UTM  15      -   0.99993041  x   0.99976127  =   0.99969169
 QN0580
 QN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1453149991(NAD 83)
 QN0580
 QN0580                          SUPERSEDED SURVEY CONTROL
 QN0580
 QN0580  NAD 83(1991)-  45 35 38.50740(N)    091 31 53.67750(W) AD(       ) 3
 QN0580  NAD 83(1986)-  45 35 38.50425(N)    091 31 53.67338(W) AD(       ) 3
 QN0580  NAD 27      -  45 35 38.65000(N)    091 31 53.09400(W) AD(       ) 3
 QN0580
 QN0580.Superseded values are not recommended for survey control.
 QN0580
 QN0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0580.See file dsdata.pdf to determine how the superseded data were derived.
 QN0580
 QN0580_MARKER: 57 = LOOKOUT TOWER
 QN0580
 QN0580  HISTORY     - Date     Condition        Report By
 QN0580  HISTORY     - 1952     FIRST OBSERVED   CGS
 QN0580
 QN0580                          STATION DESCRIPTION
 QN0580
 QN0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0580'THE STATION IS THE CENTER OF THE LOOKOUT TOWER.  IT IS A
 QN0580'FOUR LEGGED LADDER TYPE STEEL STRUCTURE WITH A GLASS ENCLOSED
 QN0580'OBSERVING CAB ON TOP.  THE TOWER IS 110 FEET HIGH AND WAS
 QN0580'ERECTED IN 1952 BY THE WISCONSIN CONSERVATION DEPARTMENT.
 QN0580'
 QN0580'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QN0580'BIRCHWOOD BY BOTH DISTANCE AND DIRECTION, THE DISTANCE BEING
 QN0580'60.70 FEET (18.505 METERS).
 QN0580'
 QN0580'REFERENCE MARK NO. 2 FOR TRIANGULATION STATION BIRCHWOOD IS
 QN0580'SET DIRECTLY UNDER THE CENTER OF THE TOWER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0397 ***********************************************************************
 QN0397  DESIGNATION -  BIRD
 QN0397  PID         -  QN0397
 QN0397  STATE/COUNTY-  WI/RUSK
 QN0397  COUNTRY     -  US
 QN0397  USGS QUAD   -  INGRAM (2018)
 QN0397
 QN0397                         *CURRENT SURVEY CONTROL
 QN0397  ______________________________________________________________________
 QN0397* NAD 83(1991) POSITION- 45 30 02.89093(N) 090 51 26.32336(W)   ADJUSTED
 QN0397* NAVD 88 ORTHO HEIGHT -   394.010 (meters)     1292.68  (feet) ADJUSTED
 QN0397  ______________________________________________________________________
 QN0397  GEOID HEIGHT    -        -30.299 (meters)                     GEOID18
 QN0397  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 QN0397  DYNAMIC HEIGHT  -        393.996 (meters)     1292.64  (feet) COMP
 QN0397  MODELED GRAVITY -    980,568.8   (mgal)                       NAVD 88
 QN0397
 QN0397  HORZ ORDER      -  FIRST
 QN0397  VERT ORDER      -  FIRST     CLASS II
 QN0397
 QN0397.The horizontal coordinates were established by classical geodetic methods
 QN0397.and adjusted by the National Geodetic Survey in November 1991.
 QN0397
 QN0397.The orthometric height was determined by differential leveling and
 QN0397.adjusted by the NATIONAL GEODETIC SURVEY
 QN0397.in June 1991.
 QN0397
 QN0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0397.GEOID18 height accuracy estimate available here.
 QN0397
 QN0397.Click photographs - Photos may exist for this station.
 QN0397
 QN0397.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0397
 QN0397.The dynamic height is computed by dividing the NAVD 88
 QN0397.geopotential number by the normal gravity value computed on the
 QN0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0397.degrees latitude (g = 980.6199 gals.).
 QN0397
 QN0397.The modeled gravity was interpolated from observed gravity values.
 QN0397
 QN0397. The following values were computed from the NAD 83(1991) position.
 QN0397
 QN0397;                    North         East     Units Scale Factor Converg.
 QN0397;SPC WI C     -   185,648.459   532,996.338   MT  1.00000015   -0 36 17.6
 QN0397;SPC WI C     -   609,081.65  1,748,672.15   sFT  1.00000015   -0 36 17.6
 QN0397;UTM  15      - 5,040,818.810   667,398.348   MT  0.99994454   +1 31 43.1
 QN0397
 QN0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0397!SPC WI C     -   0.99994298  x   1.00000015  =   0.99994313
 QN0397!UTM  15      -   0.99994298  x   0.99994454  =   0.99988752
 QN0397
 QN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6739840818(NAD 83)
 QN0397
 QN0397|---------------------------------------------------------------------|
 QN0397| PID    Reference Object                     Distance      Geod. Az  |
 QN0397|                                                           dddmmss.s |
 QN0397| CJ4285 BIRD RM                              17.510 METERS 01409     |
 QN0397|---------------------------------------------------------------------|
 QN0397
 QN0397                          SUPERSEDED SURVEY CONTROL
 QN0397
 QN0397  NAD 83(1986)-  45 30 02.88685(N)    090 51 26.32004(W) AD(       ) 1
 QN0397  NAD 27      -  45 30 03.00200(N)    090 51 25.81400(W) AD(       ) 1
 QN0397
 QN0397.Superseded values are not recommended for survey control.
 QN0397
 QN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0397.See file dsdata.pdf to determine how the superseded data were derived.
 QN0397
 QN0397_MARKER: DS = TRIANGULATION STATION DISK
 QN0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0397_STAMPING: BIRD 1921
 QN0397_MARK LOGO: CGS
 QN0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0397+STABILITY: SURFACE MOTION
 QN0397
 QN0397  HISTORY     - Date     Condition        Report By
 QN0397  HISTORY     - 1921     MONUMENTED       CGS
 QN0397  HISTORY     - 1935     SEE DESCRIPTION  WIGS
 QN0397  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QN0397  HISTORY     - 20040929 MARK NOT FOUND   WIDT
 QN0397
 QN0397                          STATION DESCRIPTION
 QN0397
 QN0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0397'STATION IS ABOUT 2 MILES W OF INGRAM ON THE EXTENSION OF THE
 QN0397'N RAIL FROM THE E ON THE THIRD CURVE W OF INGRAM, 90 METERS
 QN0397'E OF WHERE U.S. HIGHWAY 8 CROSSES TRACK W OF INGRAM ACROSS
 QN0397'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.  IT IS
 QN0397'2.64 METERS (8.665 FEET) S OF THE TRACK.  REFERENCE MARK IS
 QN0397'ON THE OPPOSITE SIDE OF THE TRACK.
 QN0397'
 QN0397'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0397'DISKS SET IN CONCRETE.
 QN0397
 QN0397                          STATION RECOVERY (1935)
 QN0397
 QN0397'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QN0397'DESCRIPTION OF STATION ADEQUATE.  MONUMENT PULLED OUT AND LAYS
 QN0397'ABOUT 15 FEET S OF TRACK.  REFERENCE MARK STILL IN GOOD CONDITION.
 QN0397'U.S. HIGHWAY 8 MAKES A CURVE TO THE RIGHT AT THIS POINT.
 QN0397'U.S. HIGHWAY 8 IS ABOUT 70 METERS FROM THE RAILROAD TRACK AT
 QN0397'THIS POINT.
 QN0397
 QN0397                          STATION RECOVERY (1952)
 QN0397
 QN0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0397'NO SEARCH MADE FOR THE REFERENCE OR THE SUBSURFACE STATION
 QN0397'MARK BECAUSE THE SURFACE MARK WAS FOUND DESTROYED IN 1935.
 QN0397
 QN0397                          STATION RECOVERY (2004)
 QN0397
 QN0397'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0397'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1017 ***********************************************************************
 PN1017  DESIGNATION -  BIRNAM
 PN1017  PID         -  PN1017
 PN1017  STATE/COUNTY-  WI/SHAWANO
 PN1017  COUNTRY     -  US
 PN1017  USGS QUAD   -  BIRNAMWOOD (2018)
 PN1017
 PN1017                         *CURRENT SURVEY CONTROL
 PN1017  ______________________________________________________________________
 PN1017* NAD 83(1991) POSITION- 44 58 16.02338(N) 089 10 02.38217(W)   ADJUSTED
 PN1017* NAVD 88 ORTHO HEIGHT -   429.    (meters)     1407.    (feet) SCALED
 PN1017  ______________________________________________________________________
 PN1017  GEOID HEIGHT    -        -35.417 (meters)                     GEOID18
 PN1017  LAPLACE CORR    -         -4.76  (seconds)                    DEFLEC18
 PN1017  HORZ ORDER      -  FIRST
 PN1017
 PN1017.The horizontal coordinates were established by classical geodetic methods
 PN1017.and adjusted by the National Geodetic Survey in November 1991.
 PN1017
 PN1017.The orthometric height was scaled from a topographic map.
 PN1017
 PN1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1017.GEOID18 height accuracy estimate available here.
 PN1017
 PN1017.Click photographs - Photos may exist for this station.
 PN1017
 PN1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1017
 PN1017. The following values were computed from the NAD 83(1991) position.
 PN1017
 PN1017;                    North         East     Units Scale Factor Converg.
 PN1017;SPC WI C     -   126,766.309   665,681.542   MT  0.99994207   +0 35 15.0
 PN1017;SPC WI C     -   415,899.13  2,183,990.19   sFT  0.99994207   +0 35 15.0
 PN1017;UTM  16      - 4,982,026.991   329,095.473   MT  0.99995917   -1 31 55.7
 PN1017
 PN1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1017!SPC WI C     -   0.99993830  x   0.99994207  =   0.99988037
 PN1017!UTM  16      -   0.99993830  x   0.99995917  =   0.99989747
 PN1017
 PN1017:                Primary Azimuth Mark                     Grid Az
 PN1017:SPC WI C     -  BIRNAM AZ MK                             286 03 43.5
 PN1017:UTM  16      -  BIRNAM AZ MK                             288 10 54.2
 PN1017
 PN1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2909582026(NAD 83)
 PN1017
 PN1017|---------------------------------------------------------------------|
 PN1017| PID    Reference Object                     Distance      Geod. Az  |
 PN1017|                                                           dddmmss.s |
 PN1017| CJ4288 BIRNAM RM 2                          43.429 METERS 08641     |
 PN1017| PN1016 BIRNAMWOOD MUNICIPAL TANK           APPROX. 5.6 KM 2185418.8 |
 PN1017| CJ4286 BIRNAM AZ MK                                       2863858.5 |
 PN1017| CJ4287 BIRNAM RM 1                          37.179 METERS 34632     |
 PN1017|---------------------------------------------------------------------|
 PN1017
 PN1017                          SUPERSEDED SURVEY CONTROL
 PN1017
 PN1017  NAD 83(1986)-  44 58 16.02292(N)    089 10 02.38635(W) AD(       ) 1
 PN1017  NAD 27      -  44 58 16.12800(N)    089 10 01.98000(W) AD(       ) 1
 PN1017
 PN1017.Superseded values are not recommended for survey control.
 PN1017
 PN1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1017.See file dsdata.pdf to determine how the superseded data were derived.
 PN1017
 PN1017_MARKER: DS = TRIANGULATION STATION DISK
 PN1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1017_STAMPING: BIRNAM 1954
 PN1017_MARK LOGO: CGS
 PN1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1017+STABILITY: SURFACE MOTION
 PN1017
 PN1017  HISTORY     - Date     Condition        Report By
 PN1017  HISTORY     - 1954     MONUMENTED       CGS
 PN1017
 PN1017                          STATION DESCRIPTION
 PN1017
 PN1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1017'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF BIRNARMWOOD
 PN1017'AND 3-1/2 MILES SOUTHEAST OF ANIWA ON THE MOST PROMINENT WOODED
 PN1017'RIDGE IN THE VICINITY.  IT IS ABOUT 0.1 MILE SOUTH OF A GRAVEL
 PN1017'ROAD AND 120 FEET SOUTHWEST OF A TRACK ROAD.  THE MARK PROJECTS
 PN1017'4 INCHES AND THE DISK IS STAMPED BIRNAM 1954.
 PN1017'
 PN1017'REFERENCE MARK NO. 1 IS 60 FEET SOUTHWEST OF THE TRACK ROAD.
 PN1017'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BIRNAM NO 1
 PN1017'1954.
 PN1017'
 PN1017'REFERENCE MARK NO. 2 IS 7 FEET SOUTHWEST OF THE TRACK ROAD.  THE
 PN1017'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BIRNAM NO 2 1954.
 PN1017'
 PN1017'THE AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF A GRAVEL
 PN1017'ROAD, 2.5 FEET SOUTH OF A FENCE AND 1.5 FEET EAST OF A LARGE
 PN1017'BOULDER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PN1017'BIRNAM 1954.
 PN1017'
 PN1017'TO REACH THE STATION FROM BIRNAMWOOD FROM THE JUNCTION OF
 PN1017'COUNTY ROUTE N AND U.S. HIGHWAY 45, GO NORTH ON U.S. HIGHWAY 45
 PN1017'FOR 3.0 MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST
 PN1017'ON THE GRAVEL ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE
 PN1017'LEFT, CONTINUE EAST FOR 0.5 MILE TO A POLE GATE ON THE RIGHT,
 PN1017'TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHERLY ACROSS A
 PN1017'PASTURE FIELD FOR 0.1 MILE TO THE TOP OF A RISE AND THE
 PN1017'STATION.
 PN1017'
 PN1017'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1757 ***********************************************************************
 DP1757  DESIGNATION -  BIRNAMWOOD W GPS
 DP1757  PID         -  DP1757
 DP1757  STATE/COUNTY-  WI/SHAWANO
 DP1757  COUNTRY     -  US
 DP1757  USGS QUAD   -  BIRNAMWOOD (2018)
 DP1757
 DP1757                         *CURRENT SURVEY CONTROL
 DP1757  ______________________________________________________________________
 DP1757* NAD 83(2011) POSITION- 44 54 29.41204(N) 089 12 19.01655(W)   ADJUSTED
 DP1757* NAD 83(2011) ELLIP HT-   356.968 (meters)        (05/27/14)   ADJUSTED
 DP1757* NAD 83(2011) EPOCH   -  2010.00
 DP1757* NAVD 88 ORTHO HEIGHT -   392.543 (meters)     1287.87  (feet) ADJUSTED
 DP1757  ______________________________________________________________________
 DP1757  GEOID HEIGHT    -        -35.577 (meters)                     GEOID18
 DP1757  NAD 83(2011) X  -     62,762.474 (meters)                     COMP
 DP1757  NAD 83(2011) Y  - -4,524,618.762 (meters)                     COMP
 DP1757  NAD 83(2011) Z  -  4,480,378.510 (meters)                     COMP
 DP1757  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 DP1757  DYNAMIC HEIGHT  -        392.479 (meters)     1287.66  (feet) COMP
 DP1757  MODELED GRAVITY -    980,444.1   (mgal)                       NAVD 88
 DP1757
 DP1757  VERT ORDER      -  SECOND    CLASS I
 DP1757
 DP1757  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1757  Standards:
 DP1757         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1757            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1757  -------------------------------------------------------------------
 DP1757  NETWORK    0.55   0.74           0.25   0.19   0.38      0.07598239
 DP1757  -------------------------------------------------------------------
 DP1757  Click here for local accuracies and other accuracy information.
 DP1757
 DP1757.The horizontal coordinates were established by GPS observations
 DP1757.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP1757
 DP1757.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1757.been affixed to the stable North American tectonic plate. See 
 DP1757.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1757
 DP1757.The horizontal coordinates are valid at the epoch date displayed above
 DP1757.which is a decimal equivalence of Year/Month/Day.
 DP1757
 DP1757.The orthometric height was determined by differential leveling and
 DP1757.adjusted by the NATIONAL GEODETIC SURVEY
 DP1757.in February 2017.
 DP1757
 DP1757.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1757.GEOID18 height accuracy estimate available here.
 DP1757
 DP1757.Click photographs - Photos may exist for this station.
 DP1757
 DP1757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1757
 DP1757.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1757
 DP1757.The ellipsoidal height was determined by GPS observations
 DP1757.and is referenced to NAD 83.
 DP1757
 DP1757.The dynamic height is computed by dividing the NAVD 88
 DP1757.geopotential number by the normal gravity value computed on the
 DP1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1757.degrees latitude (g = 980.6199 gals.).
 DP1757
 DP1757.The modeled gravity was interpolated from observed gravity values.
 DP1757
 DP1757. The following values were computed from the NAD 83(2011) position.
 DP1757
 DP1757;                    North         East     Units Scale Factor Converg.
 DP1757;SPC WI C     -   119,741.651   662,756.267   MT  0.99994086   +0 33 38.6
 DP1757;SPC WI C     -   392,852.40  2,174,392.85   sFT  0.99994086   +0 33 38.6
 DP1757;UTM  16      - 4,975,115.120   325,912.404   MT  0.99997268   -1 33 26.1
 DP1757
 DP1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1757!SPC WI C     -   0.99994403  x   0.99994086  =   0.99988490
 DP1757!UTM  16      -   0.99994403  x   0.99997268  =   0.99991672
 DP1757
 DP1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2591275115(NAD 83)
 DP1757
 DP1757                          SUPERSEDED SURVEY CONTROL
 DP1757
 DP1757  NAVD 88 (03/19/14)  392.544  (m)         1287.87   (f) SUPERSEDED  2 1
 DP1757
 DP1757.Superseded values are not recommended for survey control.
 DP1757
 DP1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1757.See file dsdata.pdf to determine how the superseded data were derived.
 DP1757
 DP1757_MARKER: DD = SURVEY DISK
 DP1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1757_STAMPING: BIRNAMWOOD W GPS 2012
 DP1757_MARK LOGO: WIDT
 DP1757_PROJECTION: FLUSH
 DP1757_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1757+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DP1757
 DP1757  HISTORY     - Date     Condition        Report By
 DP1757  HISTORY     - 2012     MONUMENTED       WIDT
 DP1757  HISTORY     - 20130702 GOOD             WIDT
 DP1757  HISTORY     - 20150201 GOOD             WIDT
 DP1757
 DP1757                          STATION DESCRIPTION
 DP1757
 DP1757'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1757'THE STATION IS LOCATED APPROXIMATELY 10.4 MI (16.7 KM) SOUTHWEST OF
 DP1757'MATTOON, 6.6 MI (10.6 KM) EAST-NORTHEAST OF HATLEY, 1.75 MI (2.8 KM)
 DP1757'SOUTH OF BIRNAMWOOD.
 DP1757'
 DP1757'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1757'HIGHWAY NORTH, LOCATED ON THE SOUTH SIDE OF THE VILLAGE OF BIRNAMWOOD,
 DP1757'GO SOUTH ON U.S. HIGHWAY 45 FOR 1.25 MI (2.0 KM) TO LILY ROAD ON THE
 DP1757'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 0.15 MI (0.2 KM) TO THE
 DP1757'STATION ON THE RIGHT.
 DP1757'
 DP1757'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DP1757'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP1757'DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.8 M
 DP1757'(2.6 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 19.5 M
 DP1757'(64.0 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 45, 259 M (849.7 FT)
 DP1757'SOUTH OF LILY ROAD, 99.1 M (325.1 FT) SOUTH OF THE CENTERLINE OF A
 DP1757'DRIVEWAY -N8765-, 32.3 M (106.0 FT) NORTH OF THE CENTERLINE OF A FIELD
 DP1757'ENTRANCE AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP1757'ORANGE PLASTIC 4X4 GUARD POSTS.
 DP1757'
 DP1757'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1757'DEGREES ABOVE THE HORIZON.
 DP1757
 DP1757                          STATION RECOVERY (2015)
 DP1757
 DP1757'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DP1757'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8445 ***********************************************************************
 AB8445  DESIGNATION -  BJORKLAND
 AB8445  PID         -  AB8445
 AB8445  STATE/COUNTY-  WI/BURNETT
 AB8445  COUNTRY     -  US
 AB8445  USGS QUAD   -  FALUN (2018)
 AB8445
 AB8445                         *CURRENT SURVEY CONTROL
 AB8445  ______________________________________________________________________
 AB8445* NAD 83(2011) POSITION- 45 49 07.27448(N) 092 31 05.29022(W)   ADJUSTED
 AB8445* NAD 83(2011) ELLIP HT-   266.524 (meters)        (06/27/12)   ADJUSTED
 AB8445* NAD 83(2011) EPOCH   -  2010.00
 AB8445* NAVD 88 ORTHO HEIGHT -   293.3   (meters)      962.    (feet) GPS OBS
 AB8445  ______________________________________________________________________
 AB8445  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8445  GEOID HEIGHT    -        -26.224 (meters)                     GEOID93
 AB8445  GEOID HEIGHT    -        -26.719 (meters)                     GEOID18
 AB8445  NAD 83(2011) X  -   -195,644.454 (meters)                     COMP
 AB8445  NAD 83(2011) Y  - -4,448,680.448 (meters)                     COMP
 AB8445  NAD 83(2011) Z  -  4,551,416.437 (meters)                     COMP
 AB8445  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 AB8445
 AB8445  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8445  Standards:
 AB8445         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8445            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8445  -------------------------------------------------------------------
 AB8445  NETWORK    1.43   2.08           0.67   0.45   1.06      0.03017310
 AB8445  -------------------------------------------------------------------
 AB8445  Click here for local accuracies and other accuracy information.
 AB8445
 AB8445.The horizontal coordinates were established by GPS observations
 AB8445.and adjusted by the National Geodetic Survey in June 2012.
 AB8445
 AB8445.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8445.been affixed to the stable North American tectonic plate. See 
 AB8445.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8445
 AB8445.The horizontal coordinates are valid at the epoch date displayed above
 AB8445.which is a decimal equivalence of Year/Month/Day.
 AB8445
 AB8445.The orthometric height was determined by GPS observations and a
 AB8445.high-resolution geoid model.
 AB8445
 AB8445.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8445.GEOID18 height accuracy estimate available here.
 AB8445
 AB8445.Click photographs - Photos may exist for this station.
 AB8445
 AB8445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8445
 AB8445.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8445
 AB8445.The ellipsoidal height was determined by GPS observations
 AB8445.and is referenced to NAD 83.
 AB8445
 AB8445. The following values were computed from the NAD 83(2011) position.
 AB8445
 AB8445;                    North         East     Units Scale Factor Converg.
 AB8445;SPC WI N     -    75,569.774   404,340.576   MT  0.99996381   -1 48 59.4
 AB8445;SPC WI N     -   247,931.83  1,326,574.04   sFT  0.99996381   -1 48 59.4
 AB8445;UTM  15      - 5,074,015.621   537,433.503   MT  0.99961723   +0 20 44.0
 AB8445
 AB8445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8445!SPC WI N     -   0.99995822  x   0.99996381  =   0.99992203
 AB8445!UTM  15      -   0.99995822  x   0.99961723  =   0.99957546
 AB8445
 AB8445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3743374015(NAD 83)
 AB8445
 AB8445                          SUPERSEDED SURVEY CONTROL
 AB8445
 AB8445  NAD 83(2007)-  45 49 07.27454(N)    092 31 05.29079(W) AD(2002.00) 0
 AB8445  ELLIP H (02/10/07)  266.563  (m)                       GP(2002.00)    
 AB8445  NAD 83(1997)-  45 49 07.27457(N)    092 31 05.29113(W) AD(       ) 1
 AB8445  ELLIP H (01/30/03)  266.597  (m)                       GP(       ) 4 1
 AB8445  NAD 83(1991)-  45 49 07.27432(N)    092 31 05.28926(W) AD(       ) 1
 AB8445  ELLIP H (12/09/96)  266.635  (m)                       GP(       ) 4 1
 AB8445
 AB8445.Superseded values are not recommended for survey control.
 AB8445
 AB8445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8445.See file dsdata.pdf to determine how the superseded data were derived.
 AB8445
 AB8445_MARKER: DD = SURVEY DISK
 AB8445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8445+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8445
 AB8445  HISTORY     - Date     Condition        Report By
 AB8445  HISTORY     - 1993     MONUMENTED       WI-013
 AB8445
 AB8445                          STATION DESCRIPTION
 AB8445
 AB8445'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8445'THE STATION IS LOCATED 11.3 KM (7.00 MI) NORTHWEST OF THE VILLAGE OF
 AB8445'SIREN (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE TRUNK HIGHWAY
 AB8445'35 AND COUNTY ROAD B INTERSECT) , 13.7 KM (8.50 MI) NORTHEAST OF THE
 AB8445'VILLAGE OF GRANTSBURG, WISCONSIN, IN THE NORTHWEST QUARTER OF THE
 AB8445'SOUTHEAST QUARTER, SECTION 31, T39N, R17W, TOWN OF LINCOLN.  TO REACH
 AB8445'THE STATION FROM THE VILLAGE OF SIREN, WISCONSIN (WHERE STATE HIGHWAY
 AB8445'70, STATE HIGHWAY 35 AND COUNTY ROAD B JUNCTION) GO WEST ALONG STATE
 AB8445'TRUNK HIGHWAY 70 6.0 KM (3.70 MI) TO COUNTY ROAD N, GO NORTHERLY ALONG
 AB8445'COUNTY ROAD N 5.23 KM (3.25 MI) TO COUNTY ROAD D, GO WEST (STRAIGHT
 AB8445'AHEAD) ALONG COUNTY ROAD D 2.72 KM (1.70 MI) TO CURVE IN ROAD AND
 AB8445'STATION.  THE STATION IS LOCATED 229 FEET (69.8 M) EAST OF KLARQUIST
 AB8445'ROAD, 46 FEET (14.0 M) SOUTH OF COUNTY ROAD D, ON NORTH EDGE OF PLOWED
 AB8445'FIELD.  THIS STATION IS ON THE BJORKLAND FARM PROPERTY.  FIBERGLASS
 AB8445'WITNESS POST SET 5 FEET (1.5 M) NORTH OF THE STATION.  THE STATION
 AB8445'MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 46 CM BELOW THE
 AB8445'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1591 ***********************************************************************
 RN1591  DESIGNATION -  BLACH
 RN1591  PID         -  RN1591
 RN1591  STATE/COUNTY-  WI/DOUGLAS
 RN1591  COUNTRY     -  US
 RN1591  USGS QUAD   -  PATZAU (2018)
 RN1591
 RN1591                         *CURRENT SURVEY CONTROL
 RN1591  ______________________________________________________________________
 RN1591* NAD 83(1996) POSITION- 46 25 04.67733(N) 092 09 54.81989(W)   ADJUSTED
 RN1591* NAVD 88 ORTHO HEIGHT -   375.    (meters)     1230.    (feet) SCALED
 RN1591  ______________________________________________________________________
 RN1591  GEOID HEIGHT    -        -27.003 (meters)                     GEOID18
 RN1591  LAPLACE CORR    -          3.90  (seconds)                    DEFLEC18
 RN1591  HORZ ORDER      -  THIRD
 RN1591
 RN1591.The horizontal coordinates were established by classical geodetic methods
 RN1591.and adjusted by the National Geodetic Survey in March 1999.
 RN1591
 RN1591.The orthometric height was scaled from a topographic map.
 RN1591
 RN1591.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1591.GEOID18 height accuracy estimate available here.
 RN1591
 RN1591.Click photographs - Photos may exist for this station.
 RN1591
 RN1591.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1591
 RN1591. The following values were computed from the NAD 83(1996) position.
 RN1591
 RN1591;                    North         East     Units Scale Factor Converg.
 RN1591;SPC WI N     -   141,345.243   433,569.833   MT  0.99995486   -1 33 43.0
 RN1591;SPC WI N     -   463,730.18  1,422,470.36   sFT  0.99995486   -1 33 43.0
 RN1591;UTM  15      - 5,140,826.608   564,149.810   MT  0.99965058   +0 36 17.0
 RN1591
 RN1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1591!SPC WI N     -   0.99994545  x   0.99995486  =   0.99990031
 RN1591!UTM  15      -   0.99994545  x   0.99965058  =   0.99959604
 RN1591
 RN1591:                Primary Azimuth Mark                     Grid Az
 RN1591:SPC WI N     -  BLACH AZ MK                              359 19 17.2
 RN1591:UTM  15      -  BLACH AZ MK                              357 09 17.2
 RN1591
 RN1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6414940826(NAD 83)
 RN1591
 RN1591|---------------------------------------------------------------------|
 RN1591| PID    Reference Object                     Distance      Geod. Az  |
 RN1591|                                                           dddmmss.s |
 RN1591| RN1593 TT 20 L                              24.991 METERS 27110     |
 RN1591| RN1590 T46N R14W SECS 6 31 T45 1/4 COR      24.292 METERS 35058     |
 RN1591| CJ2264 BLACH RM 1                           24.180 METERS 35430     |
 RN1591| CJ2263 BLACH AZ MK                                        3574534.2 |
 RN1591|---------------------------------------------------------------------|
 RN1591
 RN1591                          SUPERSEDED SURVEY CONTROL
 RN1591
 RN1591  NAD 83(1991)-  46 25 04.67460(N)    092 09 54.81794(W) AD(       ) 3
 RN1591  NAD 83(1986)-  46 25 04.66942(N)    092 09 54.81586(W) AD(       ) 3
 RN1591  NAD 27      -  46 25 04.88300(N)    092 09 54.12000(W) AD(       ) 3
 RN1591
 RN1591.Superseded values are not recommended for survey control.
 RN1591
 RN1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1591.See file dsdata.pdf to determine how the superseded data were derived.
 RN1591
 RN1591_MARKER: DS = TRIANGULATION STATION DISK
 RN1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1591_STAMPING: BLACH 1953
 RN1591_MARK LOGO: CGS
 RN1591_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1591+STABILITY: SURFACE MOTION
 RN1591
 RN1591  HISTORY     - Date     Condition        Report By
 RN1591  HISTORY     - 1953     MONUMENTED       CGS
 RN1591  HISTORY     - 19820101 GOOD             NGS
 RN1591
 RN1591                          STATION DESCRIPTION
 RN1591
 RN1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RN1591'STATION IS LOCATED ABOUT 17 MILES WEST-NORTHWEST OF THE VILLAGE
 RN1591'OF SOLON SPRINGS, AND ABOUT 14 MILES NORTH OF THE VILLAGE
 RN1591'OF DAIRYLAND.  IT IS 46-1/2 FEET EAST OF THE APPROXIMATE
 RN1591'CENTERLINE OF STATE HIGHWAY NO. 35, 45 FEET SOUTH OF THE
 RN1591'APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 15 FEET NORTHWEST
 RN1591'OF A PINE TREE, AND 6 FEET WEST OF A WITNESS POST.  THE MARK
 RN1591'PROJECTS 6 INCHES AND THE DISK IS STAMPED BLACH 1953.
 RN1591'
 RN1591'REFERENCE MARK NO. 1 IS 33 FEET NORTH OF THE APPROXIMATE
 RN1591'CENTERLINE OF A GRAVEL ROAD, AND 40 FEET EAST OF THE APPROXIMATE
 RN1591'CENTERLINE OF STATE HIGHWAY NO. 35.  THE MARK PROJECTS 8 INCHES
 RN1591'AND THE DISK IS STAMPED BLACH NO 1 1953.
 RN1591'
 RN1591'REFERENCE MARK NO. 2 (TT 20 L 1943 (USGS) IS 36 FEET WEST
 RN1591'OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY NO. 35.  THE
 RN1591'MARK IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING ROCK,
 RN1591'AND THE DISK IS STAMPED TT 20 L 1943 RESET 1952.
 RN1591'
 RN1591'AZIMUTH MARK IS 32 FEET WEST OF STATE HIGHWAY NO. 35, 9 FEET
 RN1591'SOUTH OF A UTILITY POLE, AND 3 FEET SOUTH OF A WITNESS POST.
 RN1591'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BLACH 1953.
 RN1591'
 RN1591'T46 R14 SEC. 31-6 T45 1941 DOUGLAS COUNTY IS 30-1/2 FEET
 RN1591'NORTH OF A GRAVEL ROAD.  IT IS A 2-1/2 INCH PIPE ABOUT 2-1/2
 RN1591'FEET HIGH WITH A BRASS CAP AT THE TOP END, AND IS STAMPED
 RN1591'T46 R14 SEC. 31-6 T45 1941 DOUGLAS COUNTY.
 RN1591'
 RN1591'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO 35 AND COUNTY
 RN1591'ROUTE T IN THE VILLAGE OF DAIRYLAND, GO NORTH ON STATE HIGHWAY
 RN1591'NO. 35 FOR 14.3 MILES TO CROSSROAD AND STATION AS DESCRIBED.
 RN1591'AZIMUTH MARK IS 0.3 MILE NORTH OF STATION ON WEST SIDE OF
 RN1591'STATE HIGHWAY NO. 35.
 RN1591'
 RN1591'A TRAVERSE CONNECTION WAS MADE TO TT 20 L 1943 (USGS) THE
 RN1591'DISTANCE SHOWN ABOVE.
 RN1591'
 RN1591'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RN1591
 RN1591                          STATION RECOVERY (1982)
 RN1591
 RN1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHH)
 RN1591'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND APPEARED TO BE IN
 RN1591'GOOD CONDITION.  REFERENCE MARKS NUMBER 1 AND NUMBER 2 WERE RECOVERED
 RN1591'AND APPEARED TO BE DISTURBED.  REFERENCE MARK NUMBER 1 PROJECTS 4
 RN1591'INCHES MORE THAN ORIGINALLY, APPARENTLY DUE TO FREEZING AND THAWING.
 RN1591'REFERENCE MARK NUMBER 2 APPEARS TO BE MOVED, HIGHWAY IMPROVEMENTS HAVE
 RN1591'BEEN MADE IN THE AREA.  THE SECTION CORNER MARKER T46 R14 SECTION 31 6
 RN1591'T45 1941 WAS NOT RECOVERED AND IS BELIEVED DESTROYED.  AN AZIMUTH MARK
 RN1591'2 WAS ESTABLISHED, AS THE AREA OF THE ORIGINAL AZIMUTH MARK IS SUBJECT
 RN1591'TO FLOODING.  THE ORIGINAL AZIMUTH MARK WAS LEFT INTACT.  NEW
 RN1591'REFERENCE MARKS WERE NOT SET AS PLANS OF FUTURE HIGHWAY IMPROVEMENTS
 RN1591'ARE NOT COMPLETE.  THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) WEST
 RN1591'NORTHWEST OF THE VILLAGE OF SOLON SPRINGS, AND ABOUT 14 MI (22.5 KM)
 RN1591'NORTH OF THE VILLAGE OF DAIRYLAND, IN THE SOUTHEAST QUADRANT OF THE
 RN1591'INTERSECTION OF STATE HIGHWAY 35 AND COUNTY CROSSROAD PIONEER TRAIL
 RN1591'LEADING EAST AND CHAFFEY FOXBORO ROAD TO THE WEST.  TO REACH THE
 RN1591'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND COUNTY ROUTE -T- IN
 RN1591'THE VILLAGE OF DAIRYLAND, GO NORTH ON STATE HIGHWAY 35 FOR 14.3 MI
 RN1591'(23.0 KM) TO THE PIONEER AND CHAFFEY FOXBORO CROSSROAD AND THE STATION
 RN1591'MARK ON THE RIGHT AS DESCRIBED.
 RN1591'
 RN1591'STATION IS A STANDARD USCGS DISK STAMPED--BLACH 1953--, SET INTO THE
 RN1591'TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES (24 CM) ON SIDE, PROJECTING
 RN1591'5 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 67.5 FT (20.6 M) SE FROM
 RN1591'CENTER OF INTERSECTION OF STH 35 AND COUNTY CROSSROAD, 46.5 FT (14.2
 RN1591'M) E FROM CENTERLINE STH 35, 45 FT (13.7 M) S FROM CENTERLINE OF
 RN1591'PIONEER TRAIL, 15 FT (4.6 M) N FROM 18 INCH PINE TREE AND 3.7 FT (1.1
 RN1591'M) W FROM MWP.  REFERENCE MARK NO 1 IS A STANDARD USCGS DISK STAMPED
 RN1591'BLACH NO 1 1953, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 8
 RN1591'INCHES (24 CM) IN DIAMETER, PROJECTING 12 INCHES (37 CM) ABOVE THE
 RN1591'GROUND.  LOCATED 49 FT (14.9 M) NE FROM CENTER OF INTERSECTION OF STH
 RN1591'35 AND COUNTY CROSSROAD, 40 FT (12.2 M) E FROM CENTER STH 35, 32 FT
 RN1591'(9.8 M) N FROM CENTER PIONEER TRAIL AND 3.4 FT (1.0 M) W FROM MWP.
 RN1591'REFERENCE MARK NO 2 IS A STANDARD USGS DISK STAMPED--TT 20 L 1943
 RN1591'RESET 1952--, SET INTO PARTIALLY EXPOSED BOULDER OF 3 FT (0.9 M)
 RN1591'LARGEST DIMENSION.  LOCATED 59 FT (18.0 M) SW FROM CENTER OF
 RN1591'INTERSECTION OF STH 35 AND COUNTY CROSSROAD, 48 FT (14.6 M) S FROM
 RN1591'CENTER OF CHAFFEY FOXBORO ROAD, 35 FT (10.7 M) W FROM CENTER STH 35,
 RN1591'15 FT (4.6 M) S FROM A POWER POLE AND 3.0 FT (0.9 M) E FROM A MWP.
 RN1591'AZIMUTH NO 1 IS A STANDARD USCGS DISK STAMPED--BLACH 1953--, SET INTO
 RN1591'THE TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES ON SIDE, RECESSED 5
 RN1591'INCHES BELOW THE GROUND.  LOCATED 32 FT (9.8 M) W FROM CENTERLINE STH
 RN1591'35, 9 FT (2.7 M) S FROM POWER POLE 344 AND 3 FT (0.9 M) E FROM A MWP.
 RN1591'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED BLACH 1953 NO 2 1982,
 RN1591'SET INTO THE TOP OF ROUND CONCRETE MONUMENT 12 INCHES (37 CM) IN
 RN1591'DIAMETER, PROJECTING 6 INCHES (18 CM) ABOVE THE GROUND.  LOCATED 145
 RN1591'FT (44.2 M) N FROM A POWER POLE WITH POLE SUPPORT, 65 FT (19.8 M) W
 RN1591'FROM THE CENTERLINE STH 35, 62 FT (18.9 M) S FROM A 6 INCH BALSAM TREE
 RN1591'AND 1.5 FT (0.5 M) E FROM A MWP.  TO REACH THE AZIMUTH MARK FROM THE
 RN1591'STATION GO NORTH ON STATE HIGHWAY 35 FOR 0.29 MI (0.47 KM) TO THE
 RN1591'ORIGINAL AZIMUTH MARK ON THE THE LEFT AS DESCRIBED.  CONTINUE NORTH ON
 RN1591'HIGHWAY FOR 0.13 MI (0.21 KM) TO AZIMUTH MARK NUMBER 2 ON THE LEFT AS
 RN1591'DESCRIBED - THIS IS 0.05 MI (0.08 KM) SOUTH OF A PRIVATE DRIVEWAY EAST
 RN1591'TO A FARMSTEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1160 ***********************************************************************
 OM1160  DESIGNATION -  BLACK
 OM1160  PID         -  OM1160
 OM1160  STATE/COUNTY-  WI/DANE
 OM1160  COUNTRY     -  US
 OM1160  USGS QUAD   -  CROSS PLAINS (2018)
 OM1160
 OM1160                         *CURRENT SURVEY CONTROL
 OM1160  ______________________________________________________________________
 OM1160* NAD 83(1991) POSITION- 43 06 41.24348(N) 089 43 56.22188(W)   ADJUSTED
 OM1160* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 OM1160  ______________________________________________________________________
 OM1160  GEOID HEIGHT    -        -34.294 (meters)                     GEOID18
 OM1160  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 OM1160  HORZ ORDER      -  THIRD
 OM1160
 OM1160.The horizontal coordinates were established by classical geodetic methods
 OM1160.and adjusted by the National Geodetic Survey in November 1991.
 OM1160
 OM1160.The orthometric height was scaled from a topographic map.
 OM1160
 OM1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1160.GEOID18 height accuracy estimate available here.
 OM1160
 OM1160.Click photographs - Photos may exist for this station.
 OM1160
 OM1160.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1160
 OM1160. The following values were computed from the NAD 83(1991) position.
 OM1160
 OM1160;                    North         East     Units Scale Factor Converg.
 OM1160;SPC WI S     -   123,507.021   621,789.105   MT  0.99994527   +0 11 02.2
 OM1160;SPC WI S     -   405,205.95  2,039,986.42   sFT  0.99994527   +0 11 02.2
 OM1160;UTM  16      - 4,776,815.942   277,693.322   MT  1.00020799   -1 52 05.0
 OM1160
 OM1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1160!SPC WI S     -   0.99995332  x   0.99994527  =   0.99989859
 OM1160!UTM  16      -   0.99995332  x   1.00020799  =   1.00016130
 OM1160
 OM1160:                Primary Azimuth Mark                     Grid Az
 OM1160:SPC WI S     -  MINIX RM 3                               226 30 40.2
 OM1160:UTM  16      -  MINIX RM 3                               228 33 47.4
 OM1160
 OM1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7769376815(NAD 83)
 OM1160
 OM1160|---------------------------------------------------------------------|
 OM1160| PID    Reference Object                     Distance      Geod. Az  |
 OM1160|                                                           dddmmss.s |
 OM1160| CI9043 BLACK RM 1                           12.103 METERS 00325     |
 OM1160| CI9042 BLACK AZ MK                                        0160633.0 |
 OM1160| OM1218 BLACK RM 2                           12.900 METERS 08659     |
 OM1160| OM1157 MT HOREB MUNICIPAL TANK             APPROX.11.4 KM 1823744.2 |
 OM1160| OM1170 BLUE MOUNDS RAD WIBA FM TWR         APPROX.13.3 KM 2261851.7 |
 OM1160| OM1171 MINIX RM 3                          APPROX.13.4 KM 2264142.4 |
 OM1160|---------------------------------------------------------------------|
 OM1160
 OM1160                          SUPERSEDED SURVEY CONTROL
 OM1160
 OM1160  NAD 83(1986)-  43 06 41.23402(N)    089 43 56.22327(W) AD(       ) 3
 OM1160  NAD 27      -  43 06 41.25530(N)    089 43 55.78910(W) AD(       ) 3
 OM1160
 OM1160.Superseded values are not recommended for survey control.
 OM1160
 OM1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1160.See file dsdata.pdf to determine how the superseded data were derived.
 OM1160
 OM1160_MARKER: DS = TRIANGULATION STATION DISK
 OM1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1160_STAMPING: BLACK 1958
 OM1160_MARK LOGO: CGS
 OM1160_PROJECTION: FLUSH
 OM1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1160+STABILITY: SURFACE MOTION
 OM1160
 OM1160  HISTORY     - Date     Condition        Report By
 OM1160  HISTORY     - 1958     MONUMENTED       CGS
 OM1160  HISTORY     - 19981031 GOOD             USPSQD
 OM1160
 OM1160                          STATION DESCRIPTION
 OM1160
 OM1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1160'THE STATION IS ABOUT 2.0 MILES SOUTHEAST OF BLACK EARTH IN
 OM1160'THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SEC. 1, T-7-N,
 OM1160'R-6-E ON THE ROAD RIGHT-OF-WAY.  IT IS 23 FEET SOUTH OF THE
 OM1160'CENTERLINE OF A GRAVELED ROAD, 18 FEET WEST OF THE CENTERLINE
 OM1160'OF A FIELD DRIVEWAY, 30 FEET SOUTHWEST OF THE CENTER OF THE
 OM1160'INTERSECTION OF A GRAVELED ROAD AND A FARM LANE, AND 7 FEET
 OM1160'SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 OM1160'AND THE DISK IS STAMPED BLACK 1958.
 OM1160'
 OM1160'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 OM1160'STATE HIGHWAY 78 IN BLACK EARTH, GO SOUTH ON HIGHWAY 78
 OM1160'FOR 2.4 MILES TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND
 OM1160'GO EAST ON THE GRAVELED ROAD FOR 1.0 MILE TO THE TOP OF GRADE
 OM1160'AND THE STATION ON THE RIGHT.
 OM1160'
 OM1160'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 OM1160'FARM LANE FOR 0.1 MILE TO A WIRE GATE AND THE MARK ON THE
 OM1160'RIGHT.
 OM1160'
 OM1160'REFERENCE MARK 1 IS SET IN THE SOUTHEAST EDGE OF A CULTIVATED
 OM1160'FIELD, 17 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 OM1160'16 FEET WEST OF THE CENTERLINE OF A FARM LANE, AND 35 FEET
 OM1160'NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND
 OM1160'THE DISK IS STAMPED BLACK NO 1 1958.
 OM1160'
 OM1160'REFERENCE MARK 2 IS 26 FEET EAST OF THE CENTERLINE OF A
 OM1160'FIELD DRIVEWAY, 23 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 OM1160'ROAD, AND 37 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT
 OM1160'IS FLUSH AND THE DISK IS STAMPED BLACK NO 2 1958.
 OM1160'
 OM1160'THE AZIMUTH MARK IS 64 FEET NORTHEAST OF THE NORTHEAST CORNER
 OM1160'OF A BARN, 8 FEET WEST OF A 6 INCH WALNUT TREE, 1 FOOT SOUTHWEST
 OM1160'OF A SOUTH GATEPOST, AND 3 FEET NORTH OF A WHITE WITNESS
 OM1160'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BLACK
 OM1160'1958.  THE MARK IS ON THE PROPERTY OF MR. DEWEY ROBERTS II.
 OM1160'
 OM1160'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1160
 OM1160                          STATION RECOVERY (1998)
 OM1160
 OM1160'RECOVERY NOTE BY US POWER SQUADRON 1998
 OM1160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0597 ***********************************************************************
 PO0597  DESIGNATION -  BLACK
 PO0597  PID         -  PO0597
 PO0597  STATE/COUNTY-  WI/JACKSON
 PO0597  COUNTRY     -  US
 PO0597  USGS QUAD   -  BLACK RIVER FALLS (2018)
 PO0597
 PO0597                         *CURRENT SURVEY CONTROL
 PO0597  ______________________________________________________________________
 PO0597* NAD 83(1996) POSITION- 44 18 21.48231(N) 090 48 21.28312(W)   ADJUSTED
 PO0597* NAVD 88 ORTHO HEIGHT -   261.5   (meters)      858.    (feet) VERTCON3
 PO0597  ______________________________________________________________________
 PO0597  GEOID HEIGHT    -        -33.053 (meters)                     GEOID18
 PO0597  LAPLACE CORR    -         -8.06  (seconds)                    DEFLEC18
 PO0597  HORZ ORDER      -  SECOND
 PO0597
 PO0597.The horizontal coordinates were established by classical geodetic methods
 PO0597.and adjusted by the National Geodetic Survey in March 1999.
 PO0597
 PO0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0597
 PO0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0597.GEOID18 height accuracy estimate available here.
 PO0597
 PO0597.Click photographs - Photos may exist for this station.
 PO0597
 PO0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0597
 PO0597. The following values were computed from the NAD 83(1996) position.
 PO0597
 PO0597;                    North         East     Units Scale Factor Converg.
 PO0597;SPC WI C     -    52,837.354   535,695.680   MT  0.99998989   -0 34 07.1
 PO0597;SPC WI C     -   173,350.55  1,757,528.24   sFT  0.99998989   -0 34 07.1
 PO0597;UTM  15      - 4,908,197.952   675,003.644   MT  0.99997666   +1 31 58.6
 PO0597
 PO0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0597!SPC WI C     -   0.99996418  x   0.99998989  =   0.99995407
 PO0597!UTM  15      -   0.99996418  x   0.99997666  =   0.99994084
 PO0597
 PO0597:                Primary Azimuth Mark                     Grid Az
 PO0597:SPC WI C     -  BLACK RIVER FALLS MICROWAVE              339 02 54.1
 PO0597:UTM  15      -  BLACK RIVER FALLS MICROWAVE              336 56 48.4
 PO0597
 PO0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7500308197(NAD 83)
 PO0597
 PO0597|---------------------------------------------------------------------|
 PO0597| PID    Reference Object                     Distance      Geod. Az  |
 PO0597|                                                           dddmmss.s |
 PO0597| CJ4293 BLACK RM 1                           21.325 METERS 09051     |
 PO0597| CJ4294 BLACK RM 2                           16.265 METERS 26952     |
 PO0597| PO0598 BLACK RIVER FALLS MICROWAVE         APPROX. 8.0 KM 3382847.0 |
 PO0597|---------------------------------------------------------------------|
 PO0597
 PO0597                          SUPERSEDED SURVEY CONTROL
 PO0597
 PO0597  NAD 83(1991)-  44 18 21.48219(N)    090 48 21.28242(W) AD(       ) 2
 PO0597  NAD 83(1986)-  44 18 21.47933(N)    090 48 21.29077(W) AD(       ) 2
 PO0597  NAD 27      -  44 18 21.61577(N)    090 48 20.78849(W) AD(       ) 2
 PO0597  NGVD 29 (07/19/86)  261.5    (m)          858.     (f) VERT ANG       
 PO0597
 PO0597.Superseded values are not recommended for survey control.
 PO0597
 PO0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0597.See file dsdata.pdf to determine how the superseded data were derived.
 PO0597
 PO0597_MARKER: DD = SURVEY DISK
 PO0597_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PO0597+WITH SETTING: INFORMATION.
 PO0597_STAMPING: BLACK 1967
 PO0597_MARK LOGO: USGS
 PO0597_PROJECTION: FLUSH
 PO0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0597
 PO0597  HISTORY     - Date     Condition        Report By
 PO0597  HISTORY     - 1967     MONUMENTED       USGS
 PO0597
 PO0597                          STATION DESCRIPTION
 PO0597
 PO0597'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0597'THE STATION IS LOCATED ABOUT 2.0 MI E. OF BLACK RIVER FALLS AT
 PO0597'THE JACKSON COUNTY AIRPORT, IN THE NE. QUARTER OF SEC. 13, T. 21
 PO0597'N., R. 4 W.
 PO0597'
 PO0597'TO REACH THE STATION FROM THE BLACK RIVER FALLS POST OFFICE, GO
 PO0597'ONE BLOCK E. AND ONE BLOCK N. TO THE JCT. OF U.S. HWY. 12,
 PO0597'WISC. HWY. 27 AND WISC. HWY. 54, TURN RIGHT FOR 0.2 MI THEN
 PO0597'CONTINUE E. AND N. ON WISC. HWY. 54 FOR 2.2 MI TO THE JACKSON
 PO0597'COUNTY AIRPORT.  FROM WISC. 54, GO E. ON A MACADAM RD. 0.15 MI
 PO0597'TO AN AIRCRAFT HANGER AND THE STATION ON THE S. SIDE OF THE RD.
 PO0597'
 PO0597'THE STATION AND REFERENCE MARKS ARE STANDARD TABLETS CRIMPED
 PO0597'ON COPPER WELD RODS DRIVEN 10 FT TO RESISTANCE IN BEDROCK, SET
 PO0597'ABOUT LEVEL WITH THE GROUND SURFACE IN 6 IN. DIAMETER TILE FILLED
 PO0597'WITH GRAVEL AND STAMPED BLACK 1967.
 PO0597'
 PO0597'THE STATION MARK IS 171.51 FT W. OF THE CENTER OF THE
 PO0597'E. ENTRANCE TO THE AIRPORT, 20.900 M. (68.60 FT) WNW. OF THE
 PO0597'NW. COR. OF THE WISC. CONSERVATION DEPT. HANGER AND 32.70 FT S. OF
 PO0597'CENTER OF E.-W. MACADAM RD.
 PO0597'
 PO0597'REFERENCE MARK NO. 1 IS 21.325 M. (69.98 FT) E. OF THE STATION,
 PO0597'33 FT S. OF CENTER OF E.-W. MACADAM RD. AND 19.55 FT NNE. OF THE
 PO0597'NW. COR. OF THE WISC. CONSERVATION DEPT. HANGER.
 PO0597'
 PO0597'REFERENCE MARK NO. 2 IS 16.265 M. (53.36 FT) W. OF THE STATION
 PO0597'AND 33.60 FT S. OF CENTER OF E.-W. MACADAM RD.
 PO0597'
 PO0597'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9073 ***********************************************************************
 AC9073  HT_MOD      -  This is a Height Modernization Survey Station.
 AC9073  DESIGNATION -  BLACK BROOK C 410
 AC9073  PID         -  AC9073
 AC9073  STATE/COUNTY-  WI/POLK
 AC9073  COUNTRY     -  US
 AC9073  USGS QUAD   -  AMERY (2018)
 AC9073
 AC9073                         *CURRENT SURVEY CONTROL
 AC9073  ______________________________________________________________________
 AC9073* NAD 83(2011) POSITION- 45 15 35.01075(N) 092 21 37.11294(W)   ADJUSTED
 AC9073* NAD 83(2011) ELLIP HT-   316.183 (meters)        (06/27/12)   ADJUSTED
 AC9073* NAD 83(2011) EPOCH   -  2010.00
 AC9073* NAVD 88 ORTHO HEIGHT -   345.88  (meters)     1134.8   (feet) GPS OBS
 AC9073  ______________________________________________________________________
 AC9073  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AC9073  GEOID HEIGHT    -        -29.701 (meters)                     GEOID12A
 AC9073  GEOID HEIGHT    -        -29.705 (meters)                     GEOID18
 AC9073  NAD 83(2011) X  -   -185,216.973 (meters)                     COMP
 AC9073  NAD 83(2011) Y  - -4,493,541.485 (meters)                     COMP
 AC9073  NAD 83(2011) Z  -  4,507,936.866 (meters)                     COMP
 AC9073  LAPLACE CORR    -        -12.23  (seconds)                    DEFLEC18
 AC9073
 AC9073  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9073  Standards:
 AC9073         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9073            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9073  -------------------------------------------------------------------
 AC9073  NETWORK    0.30   0.55           0.13   0.11   0.28     -0.00480321
 AC9073  -------------------------------------------------------------------
 AC9073  Click here for local accuracies and other accuracy information.
 AC9073
 AC9073.The horizontal coordinates were established by GPS observations
 AC9073.and adjusted by the National Geodetic Survey in June 2012.
 AC9073
 AC9073.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9073.been affixed to the stable North American tectonic plate. See 
 AC9073.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9073
 AC9073.The horizontal coordinates are valid at the epoch date displayed above
 AC9073.which is a decimal equivalence of Year/Month/Day.
 AC9073
 AC9073.The orthometric height was determined by GPS observations and a
 AC9073.high-resolution geoid model using precise GPS observation and
 AC9073.processing techniques.
 AC9073
 AC9073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9073.GEOID18 height accuracy estimate available here.
 AC9073
 AC9073.Click photographs - Photos may exist for this station.
 AC9073
 AC9073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9073
 AC9073.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9073
 AC9073.The ellipsoidal height was determined by GPS observations
 AC9073.and is referenced to NAD 83.
 AC9073
 AC9073. The following values were computed from the NAD 83(2011) position.
 AC9073
 AC9073;                    North         East     Units Scale Factor Converg.
 AC9073;SPC WI C     -   161,194.223   414,772.721   MT  0.99996309   -1 39 55.4
 AC9073;SPC WI C     -   528,851.38  1,360,800.17   sFT  0.99996309   -1 39 55.4
 AC9073;UTM  15      - 5,012,002.250   550,189.118   MT  0.99963097   +0 27 15.8
 AC9073
 AC9073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9073!SPC WI C     -   0.99995043  x   0.99996309  =   0.99991352
 AC9073!UTM  15      -   0.99995043  x   0.99963097  =   0.99958142
 AC9073
 AC9073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5018912002(NAD 83)
 AC9073
 AC9073                          SUPERSEDED SURVEY CONTROL
 AC9073
 AC9073  NAD 83(2007)-  45 15 35.01067(N)    092 21 37.11344(W) AD(2002.00) 0
 AC9073  ELLIP H (02/10/07)  316.220  (m)                       GP(2002.00)    
 AC9073  NAD 83(1997)-  45 15 35.01077(N)    092 21 37.11372(W) AD(       ) 1
 AC9073  ELLIP H (09/30/02)  316.247  (m)                       GP(       ) 2 1
 AC9073  NAD 83(1991)-  45 15 35.01019(N)    092 21 37.11235(W) AD(       ) 1
 AC9073  ELLIP H (06/10/97)  316.262  (m)                       GP(       ) 2 1
 AC9073  NAVD 88 (06/10/97)  345.8    (m)  GEOID96  model used  GPS OBS        
 AC9073
 AC9073.Superseded values are not recommended for survey control.
 AC9073
 AC9073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9073.See file dsdata.pdf to determine how the superseded data were derived.
 AC9073
 AC9073_MARKER: DD = SURVEY DISK
 AC9073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9073_STAMPING: BLACK BROOK C. 410 1995
 AC9073_MARK LOGO: WI-095
 AC9073_PROJECTION: FLUSH
 AC9073_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9073+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 AC9073
 AC9073  HISTORY     - Date     Condition        Report By
 AC9073  HISTORY     - 1995     MONUMENTED       WI-095
 AC9073  HISTORY     - 20051119 GOOD             WIDT
 AC9073  HISTORY     - 20071106 GOOD             WIDT
 AC9073
 AC9073                          STATION DESCRIPTION
 AC9073
 AC9073'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9073'THE STATION IS LOCATED 2 MI (3.2 KM) SOUTH AND .5 MI (0.8 KM) EAST OF
 AC9073'CITY OF AMERY, WISCONSIN IN THE SOUTHEAST QUARTER OF NORTHWEST QUARTER
 AC9073'OF SECTION 16, T.32N., R.16W., 4TH P.M.  TOWN OF BLACK BROOK, POLK
 AC9073'COUNTY.  TO REACH THE STATION FROM THE CITY OF AMERY, BEGIN AT THE
 AC9073'INTERSECTION OF STATE HIGHWAY 46 AND COUNTY TRUNK HIGHWAY F (TO THE
 AC9073'WEST) , GO SOUTH 2.85 MI (4.59 KM) TO THE INTERSECTION OF STATE
 AC9073'HIGHWAY 46 AND 35TH AVENUE, GO EAST .45 MI (0.72 KM) TO THE STATION.
 AC9073'THE STATION IS LOCATED 28 FEET (8.5 M) NORTH OF CENTERLINE 35TH
 AC9073'AVENUE, 423 FEET (128.9 M) EAST OF CENTERLINE DRIVE TO NORTH (FIRE NO.
 AC9073'967 BLACK BROOK) , .1 MI (0.2 KM) WEST OF 95TH STREET.  THE STATION IS
 AC9073'A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP
 AC9073'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST
 AC9073'IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9073
 AC9073                          STATION RECOVERY (2005)
 AC9073
 AC9073'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9073'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 21.9 M NORTHWEST OF
 AC9073'A --STOP SIGN AHEAD-- SIGN POST AND 1.0 M EAST AND 1.0 M WEST OF TWO
 AC9073'ORANGE 4X4 PLASTIC GUARD POSTS.
 AC9073
 AC9073                          STATION RECOVERY (2007)
 AC9073
 AC9073'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AC9073'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9075 ***********************************************************************
 AC9075  HT_MOD      -  This is a Height Modernization Survey Station.
 AC9075  DESIGNATION -  BLACK BROOK NE 411
 AC9075  PID         -  AC9075
 AC9075  STATE/COUNTY-  WI/POLK
 AC9075  COUNTRY     -  US
 AC9075  USGS QUAD   -  AMERY (2018)
 AC9075
 AC9075                         *CURRENT SURVEY CONTROL
 AC9075  ______________________________________________________________________
 AC9075* NAD 83(2011) POSITION- 45 16 45.87340(N) 092 19 00.36487(W)   ADJUSTED
 AC9075* NAD 83(2011) ELLIP HT-   318.861 (meters)        (06/27/12)   ADJUSTED
 AC9075* NAD 83(2011) EPOCH   -  2010.00
 AC9075* NAVD 88 ORTHO HEIGHT -   348.67  (meters)     1143.9   (feet) GPS OBS
 AC9075  ______________________________________________________________________
 AC9075  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AC9075  GEOID HEIGHT    -        -29.806 (meters)                     GEOID12A
 AC9075  GEOID HEIGHT    -        -29.809 (meters)                     GEOID18
 AC9075  NAD 83(2011) X  -   -181,739.363 (meters)                     COMP
 AC9075  NAD 83(2011) Y  - -4,492,129.868 (meters)                     COMP
 AC9075  NAD 83(2011) Z  -  4,509,478.438 (meters)                     COMP
 AC9075  LAPLACE CORR    -        -11.03  (seconds)                    DEFLEC18
 AC9075
 AC9075  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9075  Standards:
 AC9075         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9075            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9075  -------------------------------------------------------------------
 AC9075  NETWORK    0.32   0.59           0.14   0.12   0.30      0.04235487
 AC9075  -------------------------------------------------------------------
 AC9075  Click here for local accuracies and other accuracy information.
 AC9075
 AC9075.The horizontal coordinates were established by GPS observations
 AC9075.and adjusted by the National Geodetic Survey in June 2012.
 AC9075
 AC9075.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9075.been affixed to the stable North American tectonic plate. See 
 AC9075.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9075
 AC9075.The horizontal coordinates are valid at the epoch date displayed above
 AC9075.which is a decimal equivalence of Year/Month/Day.
 AC9075
 AC9075.The orthometric height was determined by GPS observations and a
 AC9075.high-resolution geoid model using precise GPS observation and
 AC9075.processing techniques.
 AC9075
 AC9075.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9075.GEOID18 height accuracy estimate available here.
 AC9075
 AC9075.Click photographs - Photos may exist for this station.
 AC9075
 AC9075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9075
 AC9075.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9075
 AC9075.The ellipsoidal height was determined by GPS observations
 AC9075.and is referenced to NAD 83.
 AC9075
 AC9075. The following values were computed from the NAD 83(2011) position.
 AC9075
 AC9075;                    North         East     Units Scale Factor Converg.
 AC9075;SPC WI C     -   163,282.482   418,251.115   MT  0.99996545   -1 38 04.8
 AC9075;SPC WI C     -   535,702.61  1,372,212.20   sFT  0.99996545   -1 38 04.8
 AC9075;UTM  15      - 5,014,217.018   553,586.758   MT  0.99963531   +0 29 07.7
 AC9075
 AC9075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9075!SPC WI C     -   0.99995001  x   0.99996545  =   0.99991546
 AC9075!UTM  15      -   0.99995001  x   0.99963531  =   0.99958534
 AC9075
 AC9075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5358614217(NAD 83)
 AC9075
 AC9075                          SUPERSEDED SURVEY CONTROL
 AC9075
 AC9075  NAD 83(2007)-  45 16 45.87332(N)    092 19 00.36536(W) AD(2002.00) 0
 AC9075  ELLIP H (02/10/07)  318.897  (m)                       GP(2002.00)    
 AC9075  NAD 83(1997)-  45 16 45.87348(N)    092 19 00.36559(W) AD(       ) 1
 AC9075  ELLIP H (09/30/02)  318.922  (m)                       GP(       ) 2 1
 AC9075  NAD 83(1991)-  45 16 45.87294(N)    092 19 00.36422(W) AD(       ) 1
 AC9075  ELLIP H (06/10/97)  318.933  (m)                       GP(       ) 2 1
 AC9075  NAVD 88 (06/10/97)  348.6    (m)  GEOID96  model used  GPS OBS        
 AC9075
 AC9075.Superseded values are not recommended for survey control.
 AC9075
 AC9075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9075.See file dsdata.pdf to determine how the superseded data were derived.
 AC9075
 AC9075_MARKER: DD = SURVEY DISK
 AC9075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9075_STAMPING: BLACK BROOK NE 411 1995
 AC9075_MARK LOGO: WI-095
 AC9075_PROJECTION: FLUSH
 AC9075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9075+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 AC9075
 AC9075  HISTORY     - Date     Condition        Report By
 AC9075  HISTORY     - 1995     MONUMENTED       WI-095
 AC9075  HISTORY     - 20051119 GOOD             WIDT
 AC9075  HISTORY     - 20071105 GOOD             WIDT
 AC9075
 AC9075                          STATION DESCRIPTION
 AC9075
 AC9075'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9075'THE STATION IS LOCATED 1 MI (1.6 KM) SOUTH AND 2.5 MI (4.0 KM) EAST OF
 AC9075'THE CITY OF AMERY, WISCONSIN IN THE NORTHWEST QUARTER OF NORTHEAST
 AC9075'QUARTER OF SECTION 11.  T.32N., R.16W., 4TH P.M TOWN OF BLACK BROOK,
 AC9075'POLK COUNTY.  TO REACH THE STATION, BEGIN AT THE INTERSECTION OF STATE
 AC9075'HIGHWAY 46 AND COUNTY TRUNK HIGHWAY F (TO THE EAST) , GO EAST 2.25 MI
 AC9075'(3.62 KM) TO THE INTERSECTION OF COUNTY TRUNK HIGHWAY F AND COUNTY
 AC9075'TRUNK HIGHWAY J, GO SOUTH ALONG COUNTY TRUNK F 1.75 MI (2.82 KM) TO
 AC9075'THE STATION.  THE STATION IS LOCATED 39 FEET (11.9 M) EAST OF
 AC9075'CENTERLINE OF COUNTY HIGHWAY F, 23 FEET (7.0 M) NORTH OF CENTERLINE OF
 AC9075'FIELD DRIVE TO EAST, .1 MI (0.2 KM) SOUTH OF 50TH AVENUE.  STATION IS
 AC9075'A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP
 AC9075'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE. A PLASTIC WITNESS POST IS
 AC9075'SET 2 FEET (0.6 M) FROM THE STATION.
 AC9075
 AC9075                          STATION RECOVERY (2005)
 AC9075
 AC9075'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9075'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH AND 1.0
 AC9075'M SOUTH OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 AC9075
 AC9075                          STATION RECOVERY (2007)
 AC9075
 AC9075'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AC9075'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7270 ***********************************************************************
 DN7270  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7270  DESIGNATION -  BLACK BROOK S GPS
 DN7270  PID         -  DN7270
 DN7270  STATE/COUNTY-  WI/POLK
 DN7270  COUNTRY     -  US
 DN7270  USGS QUAD   -  FOREST (2018)
 DN7270
 DN7270                         *CURRENT SURVEY CONTROL
 DN7270  ______________________________________________________________________
 DN7270* NAD 83(2011) POSITION- 45 12 58.72278(N) 092 22 11.07950(W)   ADJUSTED
 DN7270* NAD 83(2011) ELLIP HT-   319.650 (meters)        (04/15/13)   ADJUSTED
 DN7270* NAD 83(2011) EPOCH   -  2010.00
 DN7270* NAVD 88 ORTHO HEIGHT -   349.52  (meters)     1146.7   (feet) GPS OBS
 DN7270  ______________________________________________________________________
 DN7270  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7270  GEOID HEIGHT    -        -29.870 (meters)                     GEOID12A
 DN7270  GEOID HEIGHT    -        -29.873 (meters)                     GEOID18
 DN7270  NAD 83(2011) X  -   -186,098.700 (meters)                     COMP
 DN7270  NAD 83(2011) Y  - -4,496,936.397 (meters)                     COMP
 DN7270  NAD 83(2011) Z  -  4,504,541.710 (meters)                     COMP
 DN7270  LAPLACE CORR    -        -10.89  (seconds)                    DEFLEC18
 DN7270
 DN7270  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7270  Standards:
 DN7270         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7270            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7270  -------------------------------------------------------------------
 DN7270  NETWORK    0.40   0.74           0.18   0.14   0.38      0.04301655
 DN7270  -------------------------------------------------------------------
 DN7270  Click here for local accuracies and other accuracy information.
 DN7270
 DN7270.The horizontal coordinates were established by GPS observations
 DN7270.and adjusted by the National Geodetic Survey in April 2013.
 DN7270
 DN7270.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7270.been affixed to the stable North American tectonic plate. See 
 DN7270.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7270
 DN7270.The horizontal coordinates are valid at the epoch date displayed above
 DN7270.which is a decimal equivalence of Year/Month/Day.
 DN7270
 DN7270.The orthometric height was determined by GPS observations and a
 DN7270.high-resolution geoid model using precise GPS observation and
 DN7270.processing techniques.
 DN7270
 DN7270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7270.GEOID18 height accuracy estimate available here.
 DN7270
 DN7270.Click photographs - Photos may exist for this station.
 DN7270
 DN7270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7270
 DN7270.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7270
 DN7270.The ellipsoidal height was determined by GPS observations
 DN7270.and is referenced to NAD 83.
 DN7270
 DN7270. The following values were computed from the NAD 83(2011) position.
 DN7270
 DN7270;                    North         East     Units Scale Factor Converg.
 DN7270;SPC WI C     -   156,393.230   413,891.724   MT  0.99995830   -1 40 19.3
 DN7270;SPC WI C     -   513,100.12  1,357,909.76   sFT  0.99995830   -1 40 19.3
 DN7270;UTM  15      - 5,007,173.553   549,486.521   MT  0.99963011   +0 26 50.4
 DN7270
 DN7270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7270!SPC WI C     -   0.99994989  x   0.99995830  =   0.99990819
 DN7270!UTM  15      -   0.99994989  x   0.99963011  =   0.99958002
 DN7270
 DN7270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4948607173(NAD 83)
 DN7270
 DN7270                          SUPERSEDED SURVEY CONTROL
 DN7270
 DN7270  NAD 83(2007)-  45 12 58.72269(N)    092 22 11.08002(W) AD(2002.00) 1
 DN7270  ELLIP H (04/06/12)  319.688  (m)                       GP(2002.00) 1 1
 DN7270
 DN7270.Superseded values are not recommended for survey control.
 DN7270
 DN7270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7270.See file dsdata.pdf to determine how the superseded data were derived.
 DN7270
 DN7270_MARKER: DD = SURVEY DISK
 DN7270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7270_STAMPING: BLACK BROOK S GPS 2006
 DN7270_MARK LOGO: WIDT
 DN7270_PROJECTION: FLUSH
 DN7270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7270+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 DN7270
 DN7270  HISTORY     - Date     Condition        Report By
 DN7270  HISTORY     - 2005     MONUMENTED       WIDT
 DN7270  HISTORY     - 20071105 GOOD             WIDT
 DN7270
 DN7270                          STATION DESCRIPTION
 DN7270
 DN7270'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7270'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 WITH COUNTY
 DN7270'HIGHWAY A APPROXIMATELY 5.5 MI (8.8 KM) SOUTH OF THE CITY OF AMERY, GO
 DN7270'EAST ON COUNTY HIGHWAY A FOR 0.5 MI (0.8 KM) TO 105TH STREET RIGHT.
 DN7270'TURN RIGHT AND GO SOUTH ON 105TH STREET FOR 0.5 MI (0.8 KM) TO FIFTH
 DN7270'AVENUE LEFT.  TURN LEFT AND GO EAST ON FIFTH AVENUE FOR 0.29 MI (0.5
 DN7270'KM) TO THE STATION ON THE RIGHT.
 DN7270'
 DN7270'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7270'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7270'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DN7270'0.2 M (0.7 FT) LOWER THAN THE ROAD PAVEMENT.  THE STATION IS 9.3 M
 DN7270'(30.5 FT) SOUTH OF THE CENTERLINE OF FIFTH AVENUE, APPROXIMATELY 332 M
 DN7270'(1089.2 FT) EAST OF A -STOP AHEAD- SIGN POST, APPROXIMATELY 315 M
 DN7270'(1033.5 FT) WEST OF 100TH STREET, 1.0 M (3.3 FT) NORTH OF A CULTIVATED
 DN7270'FIELD AND 1.0 M (3.3 FT) SOUTH, NORTHWEST AND NORTHEAST OF AN ORANGE
 DN7270'4X4 PLASTIC GUARD POST.
 DN7270'
 DN7270'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7270'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7428 ***********************************************************************
 DE7428  DESIGNATION -  BLACK CREEK N GPS
 DE7428  PID         -  DE7428
 DE7428  STATE/COUNTY-  WI/OUTAGAMIE
 DE7428  COUNTRY     -  US
 DE7428  USGS QUAD   -  BLACK CREEK (2018)
 DE7428
 DE7428                         *CURRENT SURVEY CONTROL
 DE7428  ______________________________________________________________________
 DE7428* NAD 83(2011) POSITION- 44 29 03.32961(N) 088 25 52.14248(W)   ADJUSTED
 DE7428* NAD 83(2011) ELLIP HT-   204.388 (meters)        (06/27/12)   ADJUSTED
 DE7428* NAD 83(2011) EPOCH   -  2010.00
 DE7428* NAVD 88 ORTHO HEIGHT -   240.687 (meters)      789.65  (feet) ADJUSTED
 DE7428  ______________________________________________________________________
 DE7428  GEOID HEIGHT    -        -36.298 (meters)                     GEOID18
 DE7428  NAD 83(2011) X  -    124,791.863 (meters)                     COMP
 DE7428  NAD 83(2011) Y  - -4,556,371.352 (meters)                     COMP
 DE7428  NAD 83(2011) Z  -  4,446,783.582 (meters)                     COMP
 DE7428  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 DE7428  DYNAMIC HEIGHT  -        240.652 (meters)      789.54  (feet) COMP
 DE7428  MODELED GRAVITY -    980,468.7   (mgal)                       NAVD 88
 DE7428
 DE7428  VERT ORDER      -  SECOND    CLASS I
 DE7428
 DE7428  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7428  Standards:
 DE7428         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7428            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7428  -------------------------------------------------------------------
 DE7428  NETWORK    0.31   0.29           0.14   0.11   0.15      0.00744249
 DE7428  -------------------------------------------------------------------
 DE7428  Click here for local accuracies and other accuracy information.
 DE7428
 DE7428.The horizontal coordinates were established by GPS observations
 DE7428.and adjusted by the National Geodetic Survey in June 2012.
 DE7428
 DE7428.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7428.been affixed to the stable North American tectonic plate. See 
 DE7428.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7428
 DE7428.The horizontal coordinates are valid at the epoch date displayed above
 DE7428.which is a decimal equivalence of Year/Month/Day.
 DE7428
 DE7428.The orthometric height was determined by differential leveling and
 DE7428.adjusted by the WI DEPT OF TRANSP
 DE7428.in May 2012.
 DE7428
 DE7428.No vertical observational check was made to the station.
 DE7428
 DE7428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7428.GEOID18 height accuracy estimate available here.
 DE7428
 DE7428.Click photographs - Photos may exist for this station.
 DE7428
 DE7428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7428
 DE7428.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7428
 DE7428.The ellipsoidal height was determined by GPS observations
 DE7428.and is referenced to NAD 83.
 DE7428
 DE7428.The dynamic height is computed by dividing the NAVD 88
 DE7428.geopotential number by the normal gravity value computed on the
 DE7428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7428.degrees latitude (g = 980.6199 gals.).
 DE7428
 DE7428.The modeled gravity was interpolated from observed gravity values.
 DE7428
 DE7428. The following values were computed from the NAD 83(2011) position.
 DE7428
 DE7428;                    North         East     Units Scale Factor Converg.
 DE7428;SPC WI C     -    73,534.972   724,791.204   MT  0.99996396   +1 06 25.0
 DE7428;SPC WI C     -   241,255.99  2,377,919.14   sFT  0.99996396   +1 06 25.0
 DE7428;UTM  16      - 4,926,656.664   386,195.899   MT  0.99975927   -1 00 10.6
 DE7428
 DE7428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7428!SPC WI C     -   0.99996795  x   0.99996396  =   0.99993191
 DE7428!UTM  16      -   0.99996795  x   0.99975927  =   0.99972723
 DE7428
 DE7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8619526656(NAD 83)
 DE7428
 DE7428                          SUPERSEDED SURVEY CONTROL
 DE7428
 DE7428  NAD 83(2007)-  44 29 03.32972(N)    088 25 52.14337(W) AD(2002.00) 0
 DE7428  ELLIP H (02/10/07)  204.429  (m)                       GP(2002.00)    
 DE7428  NAD 83(1997)-  44 29 03.32971(N)    088 25 52.14337(W) AD(       ) 1
 DE7428  ELLIP H (06/11/03)  204.427  (m)                       GP(       ) 3 1
 DE7428  NAVD 88             240.66   (m)          789.6    (f) LEVELING    3  
 DE7428  NAVD 88 (04/20/07)  240.657  (m)          789.56   (f) SUPERSEDED  2 1
 DE7428  NAVD 88             240.68   (m)          789.6    (f) LEVELING    3  
 DE7428  NAVD 88 (05/16/03)  240.677  (m)          789.62   (f) SUPERSEDED  2 1
 DE7428
 DE7428.Superseded values are not recommended for survey control.
 DE7428
 DE7428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7428.See file dsdata.pdf to determine how the superseded data were derived.
 DE7428
 DE7428_MARKER: DD = SURVEY DISK
 DE7428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7428_STAMPING: BLACK CREEK N GPS 1993
 DE7428_MARK LOGO: WIDT
 DE7428_PROJECTION: FLUSH
 DE7428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7428+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DE7428
 DE7428  HISTORY     - Date     Condition        Report By
 DE7428  HISTORY     - 1993     MONUMENTED       WI-087
 DE7428  HISTORY     - 20010110 GOOD             WIDT
 DE7428  HISTORY     - 20030611 GOOD             USPSQD
 DE7428  HISTORY     - 20041008 GOOD             USPSQD
 DE7428  HISTORY     - 20050718 GOOD             WIDT
 DE7428  HISTORY     - 20061013 GOOD             USPSQD
 DE7428  HISTORY     - 20081105 GOOD             WIDT
 DE7428  HISTORY     - 20150201 GOOD             WIDT
 DE7428
 DE7428                          STATION DESCRIPTION
 DE7428
 DE7428'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7428'THE STATION IS LOCATED ABOUT 33 KM WEST-SOUTHWEST OF GREEN BAY, 8 KM
 DE7428'WEST OF SEYMOUR AND 2 KM EAST OF BLACK CREEK.  OWNERSHIP--WISCONSIN
 DE7428'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DE7428'OF STATE HIGHWAY 47 WITH STATE HIGHWAY 54 IN THE VILLAGE OF BLACK
 DE7428'CREEK , GO EAST ON STATE HIGHWAY 54 FOR 1.4 KM TO OLD HIGHWAY 54 ON
 DE7428'THE LEFT, CONTINUE EAST ON STATE HIGHWAY 54 FOR 0.3 KM TO THE STATION
 DE7428'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7428'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7428'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 0.5
 DE7428'M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 15.0 M SOUTH OF THE
 DE7428'CENTERLINE OF STATE HIGHWAY 54, 84 M EAST OF THE CENTERLINE OF
 DE7428'PRIVATE ENTRANCE --THEOBALD GARDENS--, 16.0 M WEST OF A POST FOR A
 DE7428'--GTE-- SIGN, 15.0 M EAST OF A POST FOR A --GTE-- SIGN AND 1.0 M
 DE7428'NORTH OF A STEEL WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DE7428'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7428
 DE7428                          STATION RECOVERY (2003)
 DE7428
 DE7428'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7428'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DE7428'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DE7428
 DE7428                          STATION RECOVERY (2004)
 DE7428
 DE7428'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7428'RECOVERED IN GOOD CONDITION.
 DE7428
 DE7428                          STATION RECOVERY (2005)
 DE7428
 DE7428'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7428'RECOVERED AS DESCRIBED.
 DE7428
 DE7428                          STATION RECOVERY (2006)
 DE7428
 DE7428'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7428'RECOVERED IN GOOD CONDITION.
 DE7428
 DE7428                          STATION RECOVERY (2008)
 DE7428
 DE7428'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DE7428'RECOVERED AS DESCRIBED.
 DE7428
 DE7428                          STATION RECOVERY (2015)
 DE7428
 DE7428'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DE7428'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7429 ***********************************************************************
 DE7429  DESIGNATION -  BLACK CREEK N GPS AZ MK
 DE7429  PID         -  DE7429
 DE7429  STATE/COUNTY-  WI/OUTAGAMIE
 DE7429  COUNTRY     -  US
 DE7429  USGS QUAD   -  BLACK CREEK (2018)
 DE7429
 DE7429                         *CURRENT SURVEY CONTROL
 DE7429  ______________________________________________________________________
 DE7429* NAD 83(1986) POSITION- 44 29 03.1    (N) 088 25 34.3    (W)   HD_HELD2
 DE7429* NAVD 88 ORTHO HEIGHT -   236.015 (meters)      774.33  (feet) ADJUSTED
 DE7429  ______________________________________________________________________
 DE7429  GEOID HEIGHT    -        -36.295 (meters)                     GEOID18
 DE7429  DYNAMIC HEIGHT  -        235.981 (meters)      774.21  (feet) COMP
 DE7429  MODELED GRAVITY -    980,468.8   (mgal)                       NAVD 88
 DE7429
 DE7429  VERT ORDER      -  SECOND    CLASS I
 DE7429
 DE7429.The horizontal coordinates were established by autonomous hand held GPS
 DE7429.observations and have an estimated accuracy of +/- 10 meters.
 DE7429
 DE7429.The orthometric height was determined by differential leveling and
 DE7429.adjusted by the WI DEPT OF TRANSP
 DE7429.in May 2012.
 DE7429
 DE7429.No vertical observational check was made to the station.
 DE7429
 DE7429.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7429.GEOID18 height accuracy estimate available here.
 DE7429
 DE7429.Click photographs - Photos may exist for this station.
 DE7429
 DE7429.The dynamic height is computed by dividing the NAVD 88
 DE7429.geopotential number by the normal gravity value computed on the
 DE7429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7429.degrees latitude (g = 980.6199 gals.).
 DE7429
 DE7429.The modeled gravity was interpolated from observed gravity values.
 DE7429
 DE7429;                    North         East    Units  Estimated Accuracy
 DE7429;SPC WI C     -    73,536.      725,186.      MT  (+/- 10 meters HH2 GPS)
 DE7429
 DE7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8658926642(NAD 83)
 DE7429
 DE7429                          SUPERSEDED SURVEY CONTROL
 DE7429
 DE7429  NAVD 88 (04/20/07)  235.985  (m)          774.23   (f) SUPERSEDED  2 1
 DE7429  NAVD 88 (05/16/03)  236.005  (m)          774.29   (f) SUPERSEDED  2 1
 DE7429
 DE7429.Superseded values are not recommended for survey control.
 DE7429
 DE7429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7429.See file dsdata.pdf to determine how the superseded data were derived.
 DE7429
 DE7429_MARKER: DZ = AZIMUTH MARK DISK
 DE7429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7429_STAMPING: BLACK CREEK N GPS 1993
 DE7429_MARK LOGO: WIDT
 DE7429_PROJECTION: FLUSH
 DE7429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7429+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2008
 DE7429
 DE7429  HISTORY     - Date     Condition        Report By
 DE7429  HISTORY     - 1993     MONUMENTED       WI-087
 DE7429  HISTORY     - 20010109 GOOD             WIDT
 DE7429  HISTORY     - 20030611 GOOD             USPSQD
 DE7429  HISTORY     - 20041008 GOOD             USPSQD
 DE7429  HISTORY     - 20050726 GOOD             WIDT
 DE7429  HISTORY     - 20061013 GOOD             USPSQD
 DE7429  HISTORY     - 20081023 GOOD             WIDT
 DE7429
 DE7429                          STATION DESCRIPTION
 DE7429
 DE7429'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7429'THE STATION IS LOCATED ABOUT 32 KM WEST-SOUTHWEST OF GREEN BAY, 8 KM
 DE7429'EAST OF SEYMOUR AND 2 KM EAST OF BLACK CREEK. OWNERSHIP--WISCONSIN
 DE7429'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DE7429'OF STATE HIGHWAY 47 WITH STATE HIGHWAY 54 IN THE VILLAGE OF BLACK
 DE7429'CREEK, GO EAST ON STATE HIGHWAY 54 FOR 2.3 KM TO THE STATION ON THE
 DE7429'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7429'TRANSPORTATION GEODETIC SURVEY CONTROL MARKER DISK SET IN THE TOP OF
 DE7429'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1.5
 DE7429'M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 13.9 M SOUTH OF THE
 DE7429'CENTERLINE OF STATE HIGHWAY 54, 66 M WEST OF A HIGHWAY BOX CULVERT,
 DE7429'30 M EAST OF A POST FOR A --GTE-- SIGN, 18.2 M EAST OF A WOOD POST
 DE7429'FOR A --NO PASSING ZONE-- SIGN AND 1.0 M NORTH OF A STEEL WITNESS
 DE7429'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7429'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DE7429
 DE7429                          STATION RECOVERY (2003)
 DE7429
 DE7429'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7429'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.45 MILE
 DE7429'WEST OF COUNTY HIGHWAY PP, ABOUT 30 FEET SOUTH OF A METAL GUARD RAIL.
 DE7429'THE YELLOW METALLIC WITNESS POST SIGN HAS BEEN PAINTED PINK.
 DE7429
 DE7429                          STATION RECOVERY (2004)
 DE7429
 DE7429'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7429'RECOVERED IN GOOD CONDITION.
 DE7429
 DE7429                          STATION RECOVERY (2005)
 DE7429
 DE7429'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7429'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8.6 M SOUTH OF A
 DE7429'METAL GUARD RAIL, 1.7 M NORTH OF A STEEL WITNESS POST, AND 1.0 M
 DE7429'NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC
 DE7429'WITNESS POSTS.
 DE7429
 DE7429                          STATION RECOVERY (2006)
 DE7429
 DE7429'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7429'RECOVERED IN GOOD CONDITION.
 DE7429
 DE7429                          STATION RECOVERY (2008)
 DE7429
 DE7429'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DE7429'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6077 ***********************************************************************
 DF6077  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6077  DESIGNATION -  BLACK CREEK S GPS
 DF6077  PID         -  DF6077
 DF6077  STATE/COUNTY-  WI/OUTAGAMIE
 DF6077  COUNTRY     -  US
 DF6077  USGS QUAD   -  BLACK CREEK (2018)
 DF6077
 DF6077                         *CURRENT SURVEY CONTROL
 DF6077  ______________________________________________________________________
 DF6077* NAD 83(2011) POSITION- 44 26 01.29912(N) 088 24 47.44249(W)   ADJUSTED
 DF6077* NAD 83(2011) ELLIP HT-   201.639 (meters)        (06/27/12)   ADJUSTED
 DF6077* NAD 83(2011) EPOCH   -  2010.00
 DF6077* NAVD 88 ORTHO HEIGHT -   237.93  (meters)      780.6   (feet) GPS OBS
 DF6077  ______________________________________________________________________
 DF6077  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6077  GEOID HEIGHT    -        -36.291 (meters)                     GEOID12A
 DF6077  GEOID HEIGHT    -        -36.289 (meters)                     GEOID18
 DF6077  NAD 83(2011) X  -    126,330.000 (meters)                     COMP
 DF6077  NAD 83(2011) Y  - -4,560,263.992 (meters)                     COMP
 DF6077  NAD 83(2011) Z  -  4,442,771.144 (meters)                     COMP
 DF6077  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 DF6077
 DF6077  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6077  Standards:
 DF6077         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6077            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6077  -------------------------------------------------------------------
 DF6077  NETWORK    0.36   0.33           0.16   0.13   0.17     -0.02576234
 DF6077  -------------------------------------------------------------------
 DF6077  Click here for local accuracies and other accuracy information.
 DF6077
 DF6077.The horizontal coordinates were established by GPS observations
 DF6077.and adjusted by the National Geodetic Survey in June 2012.
 DF6077
 DF6077.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6077.been affixed to the stable North American tectonic plate. See 
 DF6077.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6077
 DF6077.The horizontal coordinates are valid at the epoch date displayed above
 DF6077.which is a decimal equivalence of Year/Month/Day.
 DF6077
 DF6077.The orthometric height was determined by GPS observations and a
 DF6077.high-resolution geoid model using precise GPS observation and
 DF6077.processing techniques.
 DF6077
 DF6077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6077.GEOID18 height accuracy estimate available here.
 DF6077
 DF6077.Click photographs - Photos may exist for this station.
 DF6077
 DF6077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6077
 DF6077.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6077
 DF6077.The ellipsoidal height was determined by GPS observations
 DF6077.and is referenced to NAD 83.
 DF6077
 DF6077. The following values were computed from the NAD 83(2011) position.
 DF6077
 DF6077;                    North         East     Units Scale Factor Converg.
 DF6077;SPC WI C     -    67,945.271   726,330.376   MT  0.99997034   +1 07 10.6
 DF6077;SPC WI C     -   222,917.11  2,382,968.91   sFT  0.99997034   +1 07 10.6
 DF6077;UTM  16      - 4,921,015.279   387,527.998   MT  0.99975557   -0 59 22.0
 DF6077
 DF6077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6077!SPC WI C     -   0.99996838  x   0.99997034  =   0.99993873
 DF6077!UTM  16      -   0.99996838  x   0.99975557  =   0.99972396
 DF6077
 DF6077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8752721015(NAD 83)
 DF6077
 DF6077                          SUPERSEDED SURVEY CONTROL
 DF6077
 DF6077  NAD 83(2007)-  44 26 01.29922(N)    088 24 47.44338(W) AD(2002.00) 0
 DF6077  ELLIP H (02/10/07)  201.680  (m)                       GP(2002.00)    
 DF6077  NAD 83(1997)-  44 26 01.29923(N)    088 24 47.44338(W) AD(       ) 1
 DF6077  ELLIP H (06/11/03)  201.676  (m)                       GP(       ) 3 1
 DF6077  NAVD 88 (07/26/07)  237.90   (m)  GEOID03  model used  GPS OBS        
 DF6077  NAVD 88 (06/11/03)  237.92   (m)  GEOID99  model used  GPS OBS        
 DF6077
 DF6077.Superseded values are not recommended for survey control.
 DF6077
 DF6077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6077.See file dsdata.pdf to determine how the superseded data were derived.
 DF6077
 DF6077_MARKER: DD = SURVEY DISK
 DF6077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6077_STAMPING: BLACK CREEK S GPS 1993
 DF6077_MARK LOGO: WIDT
 DF6077_PROJECTION: FLUSH
 DF6077_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6077+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 DF6077
 DF6077  HISTORY     - Date     Condition        Report By
 DF6077  HISTORY     - 1993     MONUMENTED       WI-087
 DF6077  HISTORY     - 2002     GOOD             WIDT
 DF6077  HISTORY     - 20030702 GOOD             USPSQD
 DF6077  HISTORY     - 20041008 GOOD             USPSQD
 DF6077  HISTORY     - 20050712 GOOD             WIDT
 DF6077  HISTORY     - 20061022 GOOD             USPSQD
 DF6077
 DF6077                          STATION DESCRIPTION
 DF6077
 DF6077'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6077'THE STATION IS LOCATED ABOUT 34 KM WEST OF GREEN BAY AND 6 KM
 DF6077'SOUTHEAST OF BLACK CREEK.  OWNERSHIP--OUTAGAMIE COUNTY.
 DF6077'
 DF6077'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DF6077'HIGHWAY 54 IN THE VILLAGE OF BLACK CREEK, GO SOUTH ON STATE HIGHWAY 47
 DF6077'FOR 4.8 KM TO STINGLE ROAD, TURN LEFT AND GO EAST ON STINGLE ROAD FOR
 DF6077'3.2 KM TO COUNTY HIGHWAY PP, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY
 DF6077'PP FOR 0.3 KM TO THE STATION ON THE LEFT.
 DF6077'
 DF6077'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION CONTROL
 DF6077'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DF6077'DEPTH OF 1.8 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.
 DF6077'
 DF6077'THE STATION IS 10.0 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY PP, 227
 DF6077'M SOUTH OF THE CENTERLINE OF A PRIVATE ENTRANCE N5449, 70 M NORTH OF A
 DF6077'TELEPHONE PEDESTAL L441 45, 26 M SOUTH OF THE EXTENDED CENTERLINE OF A
 DF6077'FIELD ENTRANCE, 4 M EAST OF A CULTIVATED FIELD, 3.9 M EAST OF A STEEL
 DF6077'WITNESS POST, 1.0 M EAST, 1.0 M SOUTH, AND 1.0 M NORTH OF THREE 4X4
 DF6077'ORANGE PLASTIC WITNESS POSTS.
 DF6077'
 DF6077'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF6077'DEGREES ABOVE THE HORIZON.
 DF6077
 DF6077                          STATION RECOVERY (2003)
 DF6077
 DF6077'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6077'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DF6077'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.  THE STEEL
 DF6077'WITNESS POST IS FALLING OVER.
 DF6077
 DF6077                          STATION RECOVERY (2004)
 DF6077
 DF6077'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DF6077'RECOVERED IN GOOD CONDITION.
 DF6077
 DF6077                          STATION RECOVERY (2005)
 DF6077
 DF6077'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6077'RECOVERED AS DESCRIBED.
 DF6077
 DF6077                          STATION RECOVERY (2006)
 DF6077
 DF6077'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF6077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5045 ***********************************************************************
 DH5045  DESIGNATION -  BLACK EARTH E GPS
 DH5045  PID         -  DH5045
 DH5045  STATE/COUNTY-  WI/DANE
 DH5045  COUNTRY     -  US
 DH5045  USGS QUAD   -  MAZOMANIE (2018)
 DH5045
 DH5045                         *CURRENT SURVEY CONTROL
 DH5045  ______________________________________________________________________
 DH5045* NAD 83(2011) POSITION- 43 08 12.46897(N) 089 45 22.36310(W)   ADJUSTED
 DH5045* NAD 83(2011) ELLIP HT-   216.276 (meters)        (06/27/12)   ADJUSTED
 DH5045* NAD 83(2011) EPOCH   -  2010.00
 DH5045* NAVD 88 ORTHO HEIGHT -   250.613 (meters)      822.22  (feet) ADJUSTED
 DH5045  ______________________________________________________________________
 DH5045  GEOID HEIGHT    -        -34.343 (meters)                     GEOID18
 DH5045  NAD 83(2011) X  -     19,835.167 (meters)                     COMP
 DH5045  NAD 83(2011) Y  - -4,661,691.122 (meters)                     COMP
 DH5045  NAD 83(2011) Z  -  4,338,751.875 (meters)                     COMP
 DH5045  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 DH5045  DYNAMIC HEIGHT  -        250.547 (meters)      822.00  (feet) COMP
 DH5045  MODELED GRAVITY -    980,350.3   (mgal)                       NAVD 88
 DH5045
 DH5045  VERT ORDER      -  SECOND    CLASS I
 DH5045
 DH5045  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5045  Standards:
 DH5045         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5045            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5045  -------------------------------------------------------------------
 DH5045  NETWORK    0.26   0.39           0.12   0.09   0.20      0.08388892
 DH5045  -------------------------------------------------------------------
 DH5045  Click here for local accuracies and other accuracy information.
 DH5045
 DH5045.The horizontal coordinates were established by GPS observations
 DH5045.and adjusted by the National Geodetic Survey in June 2012.
 DH5045
 DH5045.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5045.been affixed to the stable North American tectonic plate. See 
 DH5045.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5045
 DH5045.The horizontal coordinates are valid at the epoch date displayed above
 DH5045.which is a decimal equivalence of Year/Month/Day.
 DH5045
 DH5045.The orthometric height was determined by differential leveling and
 DH5045.adjusted by the WI DEPT OF TRANSP
 DH5045.in May 2012.
 DH5045
 DH5045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5045.GEOID18 height accuracy estimate available here.
 DH5045
 DH5045.Click photographs - Photos may exist for this station.
 DH5045
 DH5045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5045
 DH5045.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5045
 DH5045.The ellipsoidal height was determined by GPS observations
 DH5045.and is referenced to NAD 83.
 DH5045
 DH5045.The dynamic height is computed by dividing the NAVD 88
 DH5045.geopotential number by the normal gravity value computed on the
 DH5045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5045.degrees latitude (g = 980.6199 gals.).
 DH5045
 DH5045.The modeled gravity was interpolated from observed gravity values.
 DH5045
 DH5045. The following values were computed from the NAD 83(2011) position.
 DH5045
 DH5045;                    North         East     Units Scale Factor Converg.
 DH5045;SPC WI S     -   126,316.076   619,833.399   MT  0.99994314   +0 10 03.0
 DH5045;SPC WI S     -   414,421.99  2,033,570.08   sFT  0.99994314   +0 10 03.0
 DH5045;UTM  16      - 4,779,694.010   275,838.976   MT  1.00021818   -1 53 07.2
 DH5045
 DH5045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5045!SPC WI S     -   0.99996608  x   0.99994314  =   0.99990923
 DH5045!UTM  16      -   0.99996608  x   1.00021818  =   1.00018426
 DH5045
 DH5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7583879694(NAD 83)
 DH5045
 DH5045                          SUPERSEDED SURVEY CONTROL
 DH5045
 DH5045  NAD 83(2007)-  43 08 12.46905(N)    089 45 22.36398(W) AD(2002.00) 0
 DH5045  ELLIP H (02/10/07)  216.309  (m)                       GP(2002.00)    
 DH5045  NAD 83(1997)-  43 08 12.46890(N)    089 45 22.36432(W) AD(       ) 1
 DH5045  ELLIP H (08/01/05)  216.308  (m)                       GP(       ) 2 1
 DH5045  NAVD 88             250.60   (m)          822.2    (f) LEVELING    3  
 DH5045  NAVD 88 (04/20/07)  250.599  (m)          822.17   (f) SUPERSEDED  2 1
 DH5045
 DH5045.Superseded values are not recommended for survey control.
 DH5045
 DH5045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5045.See file dsdata.pdf to determine how the superseded data were derived.
 DH5045
 DH5045_MARKER: DD = SURVEY DISK
 DH5045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5045_STAMPING: BLACK EARTH E GPS 2004
 DH5045_MARK LOGO: WIDT
 DH5045_PROJECTION: FLUSH
 DH5045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5045+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2007
 DH5045
 DH5045  HISTORY     - Date     Condition        Report By
 DH5045  HISTORY     - 2003     MONUMENTED       WIDT
 DH5045  HISTORY     - 20051227 GOOD             WIDT
 DH5045  HISTORY     - 20070410 GOOD             WIDT
 DH5045
 DH5045                          STATION DESCRIPTION
 DH5045
 DH5045'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5045'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5045'STATE HIGHWAY 78  AND COUNTY HIGHWAY F NORTH (MILLS STREET) WITH
 DH5045'COUNTY HIGHWAY F (WEST) AND COUNTY  HIGHWAY KP (MADISON STREET) IN THE
 DH5045'VILLAGE OF BLACK EARTH, GO WEST ON COUNTY HIGHWAY F  AND COUNTY
 DH5045'HIGHWAY KP (MADISON STREET) FOR 0.45 MI TO THE STATION ON THE LEFT.
 DH5045'THE  STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5045'GEODETIC SURVEY CONTROL  STATION DISK SET IN THE TOP OF A 41-CM
 DH5045'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE  HIGHWAY PAVEMENT.  THE
 DH5045'STATION IS 9.5 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY F AND
 DH5045'COUNTY HIGHWAY KP (MADISON STREET), 30.9 M SOUTHEAST OF POWER POLE
 DH5045'--8-6-26.3 14/26--, 22.5 M  SOUTHWEST OF POWER POLE --8-6-26.3
 DH5045'16/26--, 11.4 M EAST OF WOOD POST FOR A --REDUCE SPEED  AHEAD 25
 DH5045'MPH--SIGN, 2.1 M NORTH OF A CULTIVATED FIELD, 1.0 M NORTH OF AN ORANGE
 DH5045'4X4 PLASTIC  WITNESS POST, 1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5045'WITNESS POST AND 1.0 M  SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5045'POST.  ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5045'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5045
 DH5045                          STATION RECOVERY (2005)
 DH5045
 DH5045'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5045'RECOVERED AS DESCRIBED.
 DH5045
 DH5045                          STATION RECOVERY (2007)
 DH5045
 DH5045'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH4974 ***********************************************************************
 DH4974  DESIGNATION -  BLACK EARTH GPS
 DH4974  PID         -  DH4974
 DH4974  STATE/COUNTY-  WI/IOWA
 DH4974  COUNTRY     -  US
 DH4974  USGS QUAD   -  MAZOMANIE (2018)
 DH4974
 DH4974                         *CURRENT SURVEY CONTROL
 DH4974  ______________________________________________________________________
 DH4974* NAD 83(2011) POSITION- 43 07 49.61313(N) 089 50 44.39506(W)   ADJUSTED
 DH4974* NAD 83(2011) ELLIP HT-   196.834 (meters)        (06/27/12)   ADJUSTED
 DH4974* NAD 83(2011) EPOCH   -  2010.00
 DH4974* NAVD 88 ORTHO HEIGHT -   231.113 (meters)      758.24  (feet) ADJUSTED
 DH4974  ______________________________________________________________________
 DH4974  GEOID HEIGHT    -        -34.292 (meters)                     GEOID18
 DH4974  NAD 83(2011) X  -     12,558.318 (meters)                     COMP
 DH4974  NAD 83(2011) Y  - -4,662,184.467 (meters)                     COMP
 DH4974  NAD 83(2011) Z  -  4,338,223.845 (meters)                     COMP
 DH4974  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 DH4974  DYNAMIC HEIGHT  -        231.051 (meters)      758.04  (feet) COMP
 DH4974  MODELED GRAVITY -    980,350.5   (mgal)                       NAVD 88
 DH4974
 DH4974  VERT ORDER      -  SECOND    CLASS I
 DH4974
 DH4974  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4974  Standards:
 DH4974         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4974            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4974  -------------------------------------------------------------------
 DH4974  NETWORK    0.22   0.33           0.10   0.08   0.17      0.06908025
 DH4974  -------------------------------------------------------------------
 DH4974  Click here for local accuracies and other accuracy information.
 DH4974
 DH4974.The horizontal coordinates were established by GPS observations
 DH4974.and adjusted by the National Geodetic Survey in June 2012.
 DH4974
 DH4974.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4974.been affixed to the stable North American tectonic plate. See 
 DH4974.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4974
 DH4974.The horizontal coordinates are valid at the epoch date displayed above
 DH4974.which is a decimal equivalence of Year/Month/Day.
 DH4974
 DH4974.The orthometric height was determined by differential leveling and
 DH4974.adjusted by the WI DEPT OF TRANSP
 DH4974.in May 2012.
 DH4974
 DH4974.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4974.GEOID18 height accuracy estimate available here.
 DH4974
 DH4974.Click photographs - Photos may exist for this station.
 DH4974
 DH4974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4974
 DH4974.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4974
 DH4974.The ellipsoidal height was determined by GPS observations
 DH4974.and is referenced to NAD 83.
 DH4974
 DH4974.The dynamic height is computed by dividing the NAVD 88
 DH4974.geopotential number by the normal gravity value computed on the
 DH4974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4974.degrees latitude (g = 980.6199 gals.).
 DH4974
 DH4974.The modeled gravity was interpolated from observed gravity values.
 DH4974
 DH4974. The following values were computed from the NAD 83(2011) position.
 DH4974
 DH4974;                    North         East     Units Scale Factor Converg.
 DH4974;SPC WI S     -   125,593.417   612,557.231   MT  0.99994366   +0 06 21.8
 DH4974;SPC WI S     -   412,051.07  2,009,698.18   sFT  0.99994366   +0 06 21.8
 DH4974;UTM  16      - 4,779,232.290   268,539.439   MT  1.00025910   -1 56 46.8
 DH4974
 DH4974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4974!SPC WI S     -   0.99996913  x   0.99994366  =   0.99991279
 DH4974!UTM  16      -   0.99996913  x   1.00025910  =   1.00022823
 DH4974
 DH4974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6853979232(NAD 83)
 DH4974
 DH4974                          SUPERSEDED SURVEY CONTROL
 DH4974
 DH4974  NAD 83(2007)-  43 07 49.61323(N)    089 50 44.39595(W) AD(2002.00) 0
 DH4974  ELLIP H (02/10/07)  196.867  (m)                       GP(2002.00)    
 DH4974  NAD 83(1997)-  43 07 49.61317(N)    089 50 44.39629(W) AD(       ) B
 DH4974  ELLIP H (08/01/05)  196.857  (m)                       GP(       ) 4 1
 DH4974  NAVD 88             231.10   (m)          758.2    (f) LEVELING    3  
 DH4974  NAVD 88 (04/20/07)  231.100  (m)          758.20   (f) SUPERSEDED  2 1
 DH4974
 DH4974.Superseded values are not recommended for survey control.
 DH4974
 DH4974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4974.See file dsdata.pdf to determine how the superseded data were derived.
 DH4974
 DH4974_MARKER: DD = SURVEY DISK
 DH4974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4974_STAMPING: BLACK EARTH GPS 2004
 DH4974_MARK LOGO: WIDT
 DH4974_PROJECTION: FLUSH
 DH4974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4974+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2014
 DH4974
 DH4974  HISTORY     - Date     Condition        Report By
 DH4974  HISTORY     - 2003     MONUMENTED       WIDT
 DH4974  HISTORY     - 20030625 GOOD             WIDT
 DH4974  HISTORY     - 20040816 GOOD             WIDT
 DH4974  HISTORY     - 20051228 GOOD             WIDT
 DH4974  HISTORY     - 20071001 GOOD             WIDT
 DH4974  HISTORY     - 20141105 GOOD             WIDT
 DH4974
 DH4974                          STATION DESCRIPTION
 DH4974
 DH4974'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH4974'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH4974'HIGHWAY 14 WITH  COUNTY HIGHWAY K  ABOUT 3 MI WEST-SOUTHWEST OF THE
 DH4974'VILLAGE OF MAZOMANIE, GO SOUTH ON  COUNTY HIGHWAY K FOR 2.3 MI TO
 DH4974'COUNTY HIGHWAY KK ON THE LEFT, TURN LEFT AND GO EAST ON  COUNTY
 DH4974'HIGHWAY KK FOR 0.25 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH4974'BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODEDIC SURVEY CONTROL
 DH4974'STATION DISK SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH4974'LEVEL WITH THE HIGHWAY PAVEMENT.  THE  STATION IS 8.2 M SOUTH OF THE
 DH4974'CENTERLINE OF COUNTY HIGHWAY KK, 25.7 M WEST OF A FENCE  POST, 19.9 M
 DH4974'SOUTHEAST OF A WOOD POST FOR A --NARROW BRIDGE-- SIGN, 1.0 M EAST OF
 DH4974'AN  ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M WEST OF AN ORANGE 4X4
 DH4974'PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH4974'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
 DH4974
 DH4974                          STATION RECOVERY (2004)
 DH4974
 DH4974'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4974'RECOVERED AS DESCRIBED.
 DH4974
 DH4974                          STATION RECOVERY (2005)
 DH4974
 DH4974'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4974'RECOVERED AS DESCRIBED.
 DH4974
 DH4974                          STATION RECOVERY (2007)
 DH4974
 DH4974'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH4974'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 26.0 M WEST OF A
 DH4974'WOOD POST.
 DH4974
 DH4974                          STATION RECOVERY (2014)
 DH4974
 DH4974'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (MJH)
 DH4974'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5101 ***********************************************************************
 DH5101  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5101  DESIGNATION -  BLACK HAWK GPS
 DH5101  PID         -  DH5101
 DH5101  STATE/COUNTY-  WI/SAUK
 DH5101  COUNTRY     -  US
 DH5101  USGS QUAD   -  BLACK HAWK (2018)
 DH5101
 DH5101                         *CURRENT SURVEY CONTROL
 DH5101  ______________________________________________________________________
 DH5101* NAD 83(2011) POSITION- 43 17 32.57705(N) 089 55 54.24532(W)   ADJUSTED
 DH5101* NAD 83(2011) ELLIP HT-   210.048 (meters)        (06/27/12)   ADJUSTED
 DH5101* NAD 83(2011) EPOCH   -  2010.00
 DH5101* NAVD 88 ORTHO HEIGHT -   244.62  (meters)      802.6   (feet) GPS OBS
 DH5101  ______________________________________________________________________
 DH5101  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5101  GEOID HEIGHT    -        -34.562 (meters)                     GEOID12A
 DH5101  GEOID HEIGHT    -        -34.581 (meters)                     GEOID18
 DH5101  NAD 83(2011) X  -      5,540.124 (meters)                     COMP
 DH5101  NAD 83(2011) Y  - -4,649,889.429 (meters)                     COMP
 DH5101  NAD 83(2011) Z  -  4,351,345.295 (meters)                     COMP
 DH5101  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 DH5101
 DH5101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5101  Standards:
 DH5101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5101  -------------------------------------------------------------------
 DH5101  NETWORK    0.22   0.33           0.10   0.08   0.17      0.08990023
 DH5101  -------------------------------------------------------------------
 DH5101  Click here for local accuracies and other accuracy information.
 DH5101
 DH5101.The horizontal coordinates were established by GPS observations
 DH5101.and adjusted by the National Geodetic Survey in June 2012.
 DH5101
 DH5101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5101.been affixed to the stable North American tectonic plate. See 
 DH5101.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5101
 DH5101.The horizontal coordinates are valid at the epoch date displayed above
 DH5101.which is a decimal equivalence of Year/Month/Day.
 DH5101
 DH5101.The orthometric height was determined by GPS observations and a
 DH5101.high-resolution geoid model using precise GPS observation and
 DH5101.processing techniques.
 DH5101
 DH5101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5101.GEOID18 height accuracy estimate available here.
 DH5101
 DH5101.Click photographs - Photos may exist for this station.
 DH5101
 DH5101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5101
 DH5101.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5101
 DH5101.The ellipsoidal height was determined by GPS observations
 DH5101.and is referenced to NAD 83.
 DH5101
 DH5101. The following values were computed from the NAD 83(2011) position.
 DH5101
 DH5101;                    North         East     Units Scale Factor Converg.
 DH5101;SPC WI S     -   143,573.360   605,539.579   MT  0.99993434   +0 02 48.9
 DH5101;SPC WI S     -   471,040.27  1,986,674.44   sFT  0.99993434   +0 02 48.9
 DH5101;UTM  16      - 4,797,458.521   262,168.963   MT  1.00029586   -2 00 40.7
 DH5101;UTM  15      - 4,797,856.577   748,907.415   MT  1.00036219   +2 06 18.2
 DH5101
 DH5101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5101!SPC WI S     -   0.99996706  x   0.99993434  =   0.99990140
 DH5101!UTM  16      -   0.99996706  x   1.00029586  =   1.00026291
 DH5101!UTM  15      -   0.99996706  x   1.00036219  =   1.00032924
 DH5101
 DH5101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6216897458(NAD 83)
 DH5101
 DH5101                          SUPERSEDED SURVEY CONTROL
 DH5101
 DH5101  NAD 83(2007)-  43 17 32.57713(N)    089 55 54.24614(W) AD(2002.00) 0
 DH5101  ELLIP H (02/10/07)  210.081  (m)                       GP(2002.00)    
 DH5101  NAD 83(1997)-  43 17 32.57702(N)    089 55 54.24656(W) AD(       ) 1
 DH5101  ELLIP H (08/01/05)  210.081  (m)                       GP(       ) 2 1
 DH5101  NAVD 88 (07/26/07)  244.63   (m)  GEOID03  model used  GPS OBS        
 DH5101
 DH5101.Superseded values are not recommended for survey control.
 DH5101
 DH5101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5101.See file dsdata.pdf to determine how the superseded data were derived.
 DH5101
 DH5101_MARKER: DD = SURVEY DISK
 DH5101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5101_STAMPING: BLACK HAWK GPS 2004
 DH5101_MARK LOGO: WIDT
 DH5101_PROJECTION: FLUSH
 DH5101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5101+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2008
 DH5101
 DH5101  HISTORY     - Date     Condition        Report By
 DH5101  HISTORY     - 2004     MONUMENTED       WIDT
 DH5101  HISTORY     - 20081117 GOOD             WIDT
 DH5101
 DH5101                          STATION DESCRIPTION
 DH5101
 DH5101'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5101'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY PF AND COUNTY
 DH5101'HIGHWAY C TO  THE EAST WITH COUNTY HIGHWAY C TO THE SOUTH ABOUT 12 MI
 DH5101'WEST OF THE CITY OF PRARIE DU  SAC, GO SOUTH ON COUNTY HIGHWAY C FOR
 DH5101'3.3 MI TO SPRING DRIVE ON THE RIGHT, CONTINUE  SOUTH ON COUNTY HIGHWAY
 DH5101'C FOR 0.05 MI TO THE STATION ON THE LEFT.  THE STATION IS A  BRONZE
 DH5101'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5101'DISK  SET IN THE TOP OF A 43-CM DIAMETER CONCRETE POST LOCATED WITHIN
 DH5101'THE RIGHT OF WAY, ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DH5101'IS 13.3 M EAST OF THE CENTERLINE OF COUNTY  HIGHWAY C, 97 M SOUTH OF
 DH5101'THE EXTENDED CENTERLINE OF SPRING DRIVE, 48.6 M SOUTH EAST OF
 DH5101'POWERPOLE --9-5-5 10/52--, 39.5 M NORTHWEST OF POWERPOLE --9-5-5
 DH5101'10/50--, 1.0 M EAST OF AN  ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 DH5101'SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST,  1.0 M NORTHEAST OF
 DH5101'AN ORANGE 4X4 PLASTIC WITNESS POST, 0.8 M WEST OF A BARBED WIRE
 DH5101'FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5101'HIGHER THAN 15  DEGREES ABOVE THE HORIZON.
 DH5101
 DH5101                          STATION RECOVERY (2008)
 DH5101
 DH5101'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0525 ***********************************************************************
 QN0525  DESIGNATION -  BLACK LAKE
 QN0525  PID         -  QN0525
 QN0525  STATE/COUNTY-  WI/SAWYER
 QN0525  COUNTRY     -  US
 QN0525  USGS QUAD   -  BLAISDELL LAKE (2018)
 QN0525
 QN0525                         *CURRENT SURVEY CONTROL
 QN0525  ______________________________________________________________________
 QN0525* NAD 83(1991) POSITION- 45 59 20.64356(N) 090 57 15.77567(W)   ADJUSTED
 QN0525* NAVD 88 ORTHO HEIGHT -   457.    (meters)     1499.    (feet) SCALED
 QN0525  ______________________________________________________________________
 QN0525  GEOID HEIGHT    -        -29.943 (meters)                     GEOID18
 QN0525  LAPLACE CORR    -         -4.77  (seconds)                    DEFLEC18
 QN0525  HORZ ORDER      -  THIRD
 QN0525
 QN0525.The horizontal coordinates were established by classical geodetic methods
 QN0525.and adjusted by the National Geodetic Survey in November 1991.
 QN0525
 QN0525.The orthometric height was scaled from a topographic map.
 QN0525
 QN0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0525.GEOID18 height accuracy estimate available here.
 QN0525
 QN0525.Click photographs - Photos may exist for this station.
 QN0525
 QN0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0525
 QN0525. The following values were computed from the NAD 83(1991) position.
 QN0525
 QN0525;                    North         East     Units Scale Factor Converg.
 QN0525;SPC WI N     -    91,848.988   526,061.315   MT  0.99995019   -0 41 18.5
 QN0525;SPC WI N     -   301,341.22  1,725,919.50   sFT  0.99995019   -0 41 18.5
 QN0525;UTM  15      - 5,094,867.281   658,427.002   MT  0.99990856   +1 28 17.5
 QN0525
 QN0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0525!SPC WI N     -   0.99993306  x   0.99995019  =   0.99988325
 QN0525!UTM  15      -   0.99993306  x   0.99990856  =   0.99984162
 QN0525
 QN0525:                Primary Azimuth Mark                     Grid Az
 QN0525:SPC WI N     -  BLACK LAKE AZ MK                         138 21 15.7
 QN0525:UTM  15      -  BLACK LAKE AZ MK                         136 11 39.7
 QN0525
 QN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5842794867(NAD 83)
 QN0525
 QN0525|---------------------------------------------------------------------|
 QN0525| PID    Reference Object                     Distance      Geod. Az  |
 QN0525|                                                           dddmmss.s |
 QN0525| CJ4291 BLACK LAKE AZ MK                                   1373957.2 |
 QN0525| QN0526 BLACK LAKE                           24.482 METERS 22256     |
 QN0525| CJ4292 BLACK LAKE RM 1                      19.203 METERS 32929     |
 QN0525|---------------------------------------------------------------------|
 QN0525
 QN0525                          SUPERSEDED SURVEY CONTROL
 QN0525
 QN0525  NAD 83(1986)-  45 59 20.63849(N)    090 57 15.77113(W) AD(       ) 3
 QN0525  NAD 27      -  45 59 20.80400(N)    090 57 15.12800(W) AD(       ) 3
 QN0525
 QN0525.Superseded values are not recommended for survey control.
 QN0525
 QN0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0525.See file dsdata.pdf to determine how the superseded data were derived.
 QN0525
 QN0525_MARKER: DS = TRIANGULATION STATION DISK
 QN0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0525_STAMPING: BLACK LAKE 1952
 QN0525_MARK LOGO: CGS
 QN0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0525+STABILITY: SURFACE MOTION
 QN0525
 QN0525  HISTORY     - Date     Condition        Report By
 QN0525  HISTORY     - 1952     MONUMENTED       CGS
 QN0525
 QN0525                          STATION DESCRIPTION
 QN0525
 QN0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0525'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF CLAM LAKE, 8
 QN0525'MILES NORTHWEST OF LORETTA AND 1.0 MILE WEST OF BLACK LAKE.
 QN0525'
 QN0525'TO REACH THE STATION FROM THE RAILROAD STATION IN LORETTA
 QN0525'GO WEST ON STATE HIGHWAY 70 FOR 5 MILES TO JUNCTION WITH
 QN0525'COUNTY HIGHWAY B, TURN RIGHT, NORTH ON HIGHWAY B, GO 1.1 MILES
 QN0525'TO FORKS, TAKE RIGHT FORK, FOLLOW GRAVEL ROAD NORTH FOR 1.1
 QN0525'MILES TO A T ROAD, TURN LEFT, GO 3.0 MILES TO A T ROAD, TURN
 QN0525'LEFT, GO WEST ON GRAVEL ROAD FOR 1.2 MILES TO A T ROAD, TURN
 QN0525'RIGHT, GO NORTH ON GRAVEL ROAD FOR 1.25 MILES TO FORKS, TAKE
 QN0525'RIGHT FORK, EAST, GO 2.1 MILES ON GRAVEL ROAD TO A SIDE ROAD
 QN0525'LEFT, TURN LEFT, GO 0.9 MILES TO A SIDE ROAD LEFT, TURN LEFT
 QN0525'ON TRACK ROAD, GO 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, AS
 QN0525'DESCRIBED BELOW.  CONTINUE WEST AND NORTH ON TRACK ROAD
 QN0525'0.6 MILE TO TOP OF HILL AND STATION SITE.
 QN0525'
 QN0525'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0525'POST PROJECTING 4 INCHES.  IT IS 32 FEET SOUTH OF THE CENTERLINE
 QN0525'OF A TRACK ROAD, 4 FEET WEST OF A WITNESS POST AND IS STAMPED
 QN0525'BLACK LAKE 1952.
 QN0525'
 QN0525'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0525'POST PROJECTING 4 INCHES.  IT IS 31 FEET NORTH OF THE CENTERLINE
 QN0525'OF A TRACK ROAD AND IS STAMPED BLACK LAKE NO 1 1952.
 QN0525'
 QN0525'BLACK LAKE (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 QN0525'MARK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.
 QN0525'IT IS IN THE CENTER OF A TRACK ROAD TURN AROUND.  IT IS STAMPED
 QN0525'BLACK LAKE 1941.
 QN0525'
 QN0525'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0525'POST PROJECTING 4 INCHES.  IT IS 27 FEET SOUTH OF THE CENTERLINE
 QN0525'OF A TRACK ROAD, 3 FEET NORTH OF A WITNESS POST AND IS STAMPED
 QN0525'BLACK LAKE 1952.
 QN0525'
 QN0525'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0526 ***********************************************************************
 QN0526  DESIGNATION -  BLACK LAKE
 QN0526  PID         -  QN0526
 QN0526  STATE/COUNTY-  WI/SAWYER
 QN0526  COUNTRY     -  US
 QN0526  USGS QUAD   -  BLAISDELL LAKE (2018)
 QN0526
 QN0526                         *CURRENT SURVEY CONTROL
 QN0526  ______________________________________________________________________
 QN0526* NAD 83(1991) POSITION- 45 59 20.06303(N) 090 57 16.55054(W)   ADJUSTED
 QN0526* NAVD 88 ORTHO HEIGHT -   457.    (meters)     1499.    (feet) SCALED
 QN0526  ______________________________________________________________________
 QN0526  GEOID HEIGHT    -        -29.942 (meters)                     GEOID18
 QN0526  LAPLACE CORR    -         -4.76  (seconds)                    DEFLEC18
 QN0526  HORZ ORDER      -  SECOND
 QN0526
 QN0526.The horizontal coordinates were established by classical geodetic methods
 QN0526.and adjusted by the National Geodetic Survey in November 1991.
 QN0526
 QN0526.The orthometric height was scaled from a topographic map.
 QN0526
 QN0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0526.GEOID18 height accuracy estimate available here.
 QN0526
 QN0526.Click photographs - Photos may exist for this station.
 QN0526
 QN0526.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0526
 QN0526. The following values were computed from the NAD 83(1991) position.
 QN0526
 QN0526;                    North         East     Units Scale Factor Converg.
 QN0526;SPC WI N     -    91,831.266   526,044.426   MT  0.99995020   -0 41 19.0
 QN0526;SPC WI N     -   301,283.08  1,725,864.09   sFT  0.99995020   -0 41 19.0
 QN0526;UTM  15      - 5,094,848.937   658,410.792   MT  0.99990850   +1 28 16.9
 QN0526
 QN0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0526!SPC WI N     -   0.99993306  x   0.99995020  =   0.99988326
 QN0526!UTM  15      -   0.99993306  x   0.99990850  =   0.99984156
 QN0526
 QN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5841094848(NAD 83)
 QN0526
 QN0526                          SUPERSEDED SURVEY CONTROL
 QN0526
 QN0526  NAD 83(1986)-  45 59 20.05797(N)    090 57 16.54599(W) AD(       ) 2
 QN0526  NAD 27      -  45 59 20.22300(N)    090 57 15.90300(W) AD(       ) 2
 QN0526
 QN0526.Superseded values are not recommended for survey control.
 QN0526
 QN0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0526.See file dsdata.pdf to determine how the superseded data were derived.
 QN0526
 QN0526_MARKER: DB = BENCH MARK DISK
 QN0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0526_STAMPING: BLACK LAKE 1941
 QN0526_MARK LOGO: USGS
 QN0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0526+STABILITY: SURFACE MOTION
 QN0526
 QN0526  HISTORY     - Date     Condition        Report By
 QN0526  HISTORY     - 1941     MONUMENTED       USGS
 QN0526  HISTORY     - 1952     GOOD             CGS
 QN0526  HISTORY     - 1969     GOOD             USGS
 QN0526
 QN0526                          STATION DESCRIPTION
 QN0526
 QN0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0526'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF CLAM LAKE,
 QN0526'8 MILES NORTHWEST OF LORETTA AND 1.0 MILE WEST OF BLACK LAKE.
 QN0526'
 QN0526'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET
 QN0526'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.  IT IS IN
 QN0526'THE CENTER OF A TRACK ROAD TURN AROUND AND IS STAMPED BLACK
 QN0526'LAKE 1941.
 QN0526'
 QN0526'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLACK
 QN0526'LAKE BY BOTH DISTANCE AND DIRECTION, THE DISTANCE BEING 80.32
 QN0526'FEET (24.482 METERS).
 QN0526
 QN0526                          STATION RECOVERY (1969)
 QN0526
 QN0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JJM)
 QN0526'TO REACH FROM THE SCHOOL HOUSE AT DRAPER, GO WEST ON WISCONSIN
 QN0526'STATE HIGHWAY 70 FOR 0.5 MILE TO THE JUNCTION WITH COUNTY
 QN0526'HIGHWAY GG.  TURN NORTH, (RIGHT) ON COUNTY HIGHWAY GG AND
 QN0526'DRIVE FOR 8.3 MILES TO A T-ROAD WEST.  TURN WEST AND GO SOUTH
 QN0526'AND WEST ON A GRAVEL ROAD FOR 5.6 MILES TO A PAVED T-ROAD NORTH.
 QN0526'TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.5 MILE TO A
 QN0526'Y-ROAD JUNCTION.  TAKE THE LEFT FORK AND FOLLOW GRAVEL ROAD FOR
 QN0526'0.4 MILE TO A T-ROAD WEST.  TURN LEFT, (WEST) AND DRIVE ON
 QN0526'DIRT ROAD FOR 1.1 MILES TO THE END OF THE ROAD AND THE USGS
 QN0526'STATION IN THE CENTER OF LOOP ROAD TURN AROUND.  THIS TO
 QN0526'REACH DESCRIPTION MAY ALSO BE USED FOR USC AND GS STATION
 QN0526'BLACK LAKE 1952.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0920 ***********************************************************************
 OM0920  DESIGNATION -  BLACK OAK RESET
 OM0920  PID         -  OM0920
 OM0920  STATE/COUNTY-  WI/WINNEBAGO
 OM0920  COUNTRY     -  US
 OM0920  USGS QUAD   -  VAN DYNE (2018)
 OM0920
 OM0920                         *CURRENT SURVEY CONTROL
 OM0920  ______________________________________________________________________
 OM0920* NAD 83(1991) POSITION- 43 57 06.58728(N) 088 34 57.59890(W)   ADJUSTED
 OM0920* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 OM0920  ______________________________________________________________________
 OM0920  GEOID HEIGHT    -        -36.210 (meters)                     GEOID18
 OM0920  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 OM0920  HORZ ORDER      -  THIRD
 OM0920
 OM0920.The horizontal coordinates were established by classical geodetic methods
 OM0920.and adjusted by the National Geodetic Survey in November 1991.
 OM0920
 OM0920.The orthometric height was scaled from a topographic map.
 OM0920
 OM0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0920.GEOID18 height accuracy estimate available here.
 OM0920
 OM0920.Click photographs - Photos may exist for this station.
 OM0920
 OM0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0920
 OM0920. The following values were computed from the NAD 83(1991) position.
 OM0920
 OM0920;                    North         East     Units Scale Factor Converg.
 OM0920;SPC WI S     -   217,801.737   713,762.967   MT  0.99997870   +0 58 25.9
 OM0920;SPC WI S     -   714,571.20  2,341,737.33   sFT  0.99997870   +0 58 25.9
 OM0920;UTM  16      - 4,867,740.188   373,007.898   MT  0.99979835   -1 05 55.0
 OM0920
 OM0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0920!SPC WI S     -   0.99996413  x   0.99997870  =   0.99994283
 OM0920!UTM  16      -   0.99996413  x   0.99979835  =   0.99976248
 OM0920
 OM0920:                Primary Azimuth Mark                     Grid Az
 OM0920:SPC WI S     -  BLACK OAK AZ MK RESET                    351 16 48.5
 OM0920:UTM  16      -  BLACK OAK AZ MK RESET                    353 21 09.4
 OM0920
 OM0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7300767740(NAD 83)
 OM0920
 OM0920|---------------------------------------------------------------------|
 OM0920| PID    Reference Object                     Distance      Geod. Az  |
 OM0920|                                                           dddmmss.s |
 OM0920| PN0962 OSHKOSH PAINE LUMBER CO TANK        APPROX. 9.6 KM 0103115.9 |
 OM0920| PN0966 WINNEBAGO CO HOME WATER TANK        APPROX.14.7 KM 0171603.2 |
 OM0920| PN0960 OSHKOSH DIAMOND MATCH CO TANK       APPROX. 8.3 KM 0181417.1 |
 OM0920| PN0959 WINNEBAGO ST HOSP WATER TANK        APPROX.14.4 KM 0205016.5 |
 OM0920| PN0963 OSHKOSH RAD STA WOSH TOWER          APPROX.11.3 KM 0221732.4 |
 OM0920| PN0957 OSHKOSH MUNICIPAL TANK              APPROX. 7.9 KM 0221826.0 |
 OM0920| PN0956 OSHKOSH ST VINCENTS CH CLOCKTR      APPROX. 6.9 KM 0274353.2 |
 OM0920| CI9047 BLACK OAK RM 2                       27.174 METERS 07315     |
 OM0920| OM0918 OSHKOSH COUNTRY CLUB TANK           APPROX. 4.5 KM 0755801.9 |
 OM0920| OM0709 PEEBLES ATT RADIO TOWER             APPROX.25.9 KM 1253325.3 |
 OM0920| CI9044 BLACK OAK AZ MK                                    1833017.7 |
 OM0920| CI9045 BLACK OAK AZ MK RESET                              3521514.4 |
 OM0920| CI9048 BLACK OAK RM 3                       15.892 METERS 35729     |
 OM0920| CI9046 BLACK OAK RM 1                       26.160 METERS 35733     |
 OM0920|---------------------------------------------------------------------|
 OM0920
 OM0920                          SUPERSEDED SURVEY CONTROL
 OM0920
 OM0920  NAD 83(1986)-  43 57 06.58105(N)    088 34 57.60135(W) AD(       ) 3
 OM0920  NAD 27      -  43 57 06.63500(N)    088 34 57.21800(W) AD(       ) 3
 OM0920
 OM0920.Superseded values are not recommended for survey control.
 OM0920
 OM0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0920.See file dsdata.pdf to determine how the superseded data were derived.
 OM0920
 OM0920_MARKER: DS = TRIANGULATION STATION DISK
 OM0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0920_STAMPING: BLACK OAK 1954 1958
 OM0920_MARK LOGO: CGS
 OM0920_PROJECTION: FLUSH
 OM0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0920+STABILITY: SURFACE MOTION
 OM0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0920+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2009
 OM0920
 OM0920  HISTORY     - Date     Condition        Report By
 OM0920  HISTORY     - 1958     MONUMENTED       CGS
 OM0920  HISTORY     - 1968     GOOD             CGS
 OM0920  HISTORY     - 1974     GOOD             NGS
 OM0920  HISTORY     - 1980     GOOD             LOCENG
 OM0920  HISTORY     - 19960529 GOOD             USPSQD
 OM0920  HISTORY     - 20090726 GOOD             GEOCAC
 OM0920
 OM0920                          STATION DESCRIPTION
 OM0920
 OM0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0920'WHEN THE STATION WAS VISITED IN 1958 REFERENCE MARK 2 AND THE
 OM0920'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE UNDERGROUND
 OM0920'MARK WAS FOUND BY DIGGING.  REFERENCE MARK 1 AND THE SURFACE
 OM0920'MARK HAD BEEN DESTROYED.  A NEW SURFACE MARK WAS SET DIRECTLY
 OM0920'OVER THE UNDERGROUND MARK.  REFERENCE MARK 3 WAS SET.  A
 OM0920'NEW AZIMUTH MARK WAS SET BECAUSE THE OLD ONE WAS IN LINE
 OM0920'OF NEW CONSTRUCTION.  AFTER ANGLES HAD BEEN TURNED FROM THE
 OM0920'OLD AZIMUTH MARK IT WAS DESTROYED.  THE DISTANCE FROM THE
 OM0920'STATION TO REFERENCE MARK 1 FAILED TO CHECK BY 8 MILLIMETERS.
 OM0920'THE ANGLE BETWEEN THE OLD AZIMUTH MARK AND REFERENCE MARK
 OM0920'1 FAILED TO CHECK BY ABOUT 5 MINUTES.  POSSIBLY THE
 OM0920'DISCREPANCIES CAN BE ACCOUNTED FOR BY SLIGHT ERRORS IN PLUMBING
 OM0920'EITHER THE OLD SURFACE MARK OR THE NEW SURFACE MARK OVER
 OM0920'THE UNDERGROUND MARK.
 OM0920'
 OM0920'THE TERRAIN AROUND THE STATION HAS CHANGED SO RADICALLY SINCE
 OM0920'1954 THAT FEW OF THE OLD REFERENCES ARE NOW APPROPRIATE.
 OM0920'A COMPLETE NEW DESCRIPTION FOLLOWS.
 OM0920'
 OM0920'ABOUT 5 MILES SOUTHWEST OF OSHKOSH NEAR THE INTERSECTION OF
 OM0920'U.S. HIGHWAY 41 AND STATE HIGHWAY 26, 76 FEET EAST OF THE
 OM0920'CENTERLINE OF U.S. 41, 31 FEET SOUTHEAST OF EASTERNMOST POWER
 OM0920'POLE, AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE DISK
 OM0920'IS STAMPED BLACK OAK 1954 1958 AND IS FLUSH WITH THE GROUND.
 OM0920'
 OM0920'REFERENCE MARK 1 IS 71 FEET EAST OF THE CENTERLINE OF U.S. 41,
 OM0920'79 FEET SOUTH OF A GRAVELED ROAD, 58 FEET NORTH NORTHEAST
 OM0920'OF EASTERNMOST POWER POLE.  THE POST IS FLUSH AND THE DISC
 OM0920'IS STAMPED BLACK OAK NO 1 1954.
 OM0920'
 OM0920'REFERENCE MARK 3 IS 73 FEET EAST OF THE CENTERLINE OF U.S. 41,
 OM0920'25 FEET NORTHEAST OF EASTERNMOST POWER POLE.  THE POST IF FLUSH
 OM0920'AND THE DISK IS STAMPED BLACK OAK NO 3 1954 1958.
 OM0920'
 OM0920'THE AZIMUTH MARK IS 1 FOOT EAST OF A FENCE CORNER, 1 FOOT SOUTH
 OM0920'OF A HIGHWAY MARKER, 1 FOOT SOUTH OF A WHITE WITNESS POST,
 OM0920'AND 5 FEET EAST OF A 16 INCH ELM TREE.  THE POST PROJECTS
 OM0920'5 INCHES AND THE DISC IS STAMPED BLACK OAK 1954 RESET 1958.
 OM0920'
 OM0920'TO REACH FROM THE WINNEBAGO COUNTY COURTHOUSE IN OSHKOSH
 OM0920'GO SOUTH ON STATE 26 AND U.S. 45 2.3 MILES TO CROSSROAD, CONTINUE
 OM0920'SOUTHWEST ON STATE 26 FOR 3.5 MILES TO U.S. 41 AND THE STATION.
 OM0920
 OM0920                          STATION RECOVERY (1968)
 OM0920
 OM0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JMW)
 OM0920'WHEN THE STATION WAS VISITED IN 1968, SEVERAL ROADS IN THE
 OM0920'1958 RECOVERY NOTE HAVE BEEN CUT OFF BY AIRPORT EXPANSION AND
 OM0920'A NEW DESCRIPTION IS NECESSARY.
 OM0920'
 OM0920'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF DOWNTOWN
 OM0920'OSHKOSH ON THE EAST AND NORTH SIDES OF THE INTERSECTION OF
 OM0920'U.S. HIGHWAY 41 AND WISCONSIN HIGHWAY 26, RESPECTIVELY.
 OM0920'
 OM0920'TO REACH THE STATION FROM THE WINNEBAGO COUNTY COURTHOUSE
 OM0920'IN OSHKOSH, GO SOUTH ON U.S. 45 1.6 MILES TO COUNTY ROAD K
 OM0920'(20TH AVE.), TURN RIGHT AND GO WEST ON COUNTY RD. K FOR 1.6
 OM0920'MILES TO THE INTERSECTION OF WISCONSIN 44, TURN LEFT AND GO
 OM0920'SOUTHWEST ON WISCONSIN 44 0.6 MILES TO THE INTERSECTION OF
 OM0920'WISCONSIN 44 AND U.S. 41, GO SOUTH ON U.S. 41 2.7 MILES TO THE
 OM0920'INTERSECTION OF U.S. 41 AND WISCONSIN 26 AND THE STATION.
 OM0920'
 OM0920'STATION MARK IS LOCATED 76 FEET EAST OF THE CENTERLINE OF
 OM0920'U.S. 41, 31 FEET SOUTHEAST OF THE EASTERNMOST POWER POLE, AND
 OM0920'2 FEET SOUTHWEST OF A WITNESS POST.  THE DISK IS STAMPED
 OM0920'BLACK OAK 1954 1958 AND IS FLUSH WITH THE GROUND.
 OM0920'
 OM0920'REFERENCE MARK 1 IS 71 FEET EAST OF THE CENTERLINE OF U.S.
 OM0920'41, AND 58 FEET NORTH NORTHEAST OF THE EASTERNMOST POWER
 OM0920'POLE.  THE DISK IS STAMPED BLACK OAK NO 1 1954 AND IS FLUSH
 OM0920'WITH THE GROUND.
 OM0920'
 OM0920'REFERENCE MARK 3 IS 73 FEET EAST OF THE CENTERLINE OF U.S.
 OM0920'41, AND 25 FEET NORTH NORTHEAST OF THE EASTERNMOST POWER
 OM0920'POLE.  THE DISK IS STAMPED BLACK OAK NO 3 1954 1958 AND IS
 OM0920'FLUSH WITH THE GROUND.
 OM0920'
 OM0920'THE AZIMUTH MARK IS LOCATED ABOUT 0.25 MILES NORTH NORTHWEST
 OM0920'OF THE STATION, 51 FEET WEST OF THE CENTERLINE OF U.S. 41,
 OM0920'5 FEET EAST OF A 16 INCH ELM TREE, 1 FOOT EAST OF A FENCE
 OM0920'CORNER, AND 1 FOOT SOUTH OF A HIGHWAY RIGHT OF WAY MARKER.
 OM0920'THE DISK IS STAMPED BLACK OAK 1954 RESET 1958 AND PROJECTS ABOUT
 OM0920'5 INCHES ABOVE THE GROUND.
 OM0920'
 OM0920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 OM0920'5 MILES SW OF DOWNTOWN OSHKOSH.
 OM0920
 OM0920                          STATION RECOVERY (1974)
 OM0920
 OM0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARB)
 OM0920'STATION, R.M. 1 AND 3 WERE RECOVERED IN GOOD CONDITION.
 OM0920'
 OM0920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 OM0920'SW OF OSHKOSH
 OM0920
 OM0920                          STATION RECOVERY (1980)
 OM0920
 OM0920'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (ME)
 OM0920'TRIANG. STATION RECOVERED GOOD.
 OM0920'
 OM0920'AZIMUTH MARK RESET 1958 RECOVERED GOOD.
 OM0920'
 OM0920'RM NO. 3 BLACK OAK RECOVERED GOOD.
 OM0920'
 OM0920'RM NO. 1 BLACK OAK RECOVERED GOOD.
 OM0920'
 OM0920'DISTANCES BETWEEN RM NO. 1 AND RM NO. 3 CHECKED TO TRIANGULATION
 OM0920'STATION.  DESCRIPTION ADEQUATE.
 OM0920'
 OM0920'OSHKOSH MUNI. H2O TANK V.G.
 OM0920
 OM0920                          STATION RECOVERY (1996)
 OM0920
 OM0920'RECOVERY NOTE BY US POWER SQUADRON 1996
 OM0920'RECOVERED IN GOOD CONDITION.
 OM0920
 OM0920                          STATION RECOVERY (2009)
 OM0920
 OM0920'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 OM0920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1003 ***********************************************************************
 NH1003  DESIGNATION -  BLACK RESET
 NH1003  PID         -  NH1003
 NH1003  STATE/COUNTY-  WI/WALWORTH
 NH1003  COUNTRY     -  US
 NH1003  USGS QUAD   -  LAKE GENEVA (2018)
 NH1003
 NH1003                         *CURRENT SURVEY CONTROL
 NH1003  ______________________________________________________________________
 NH1003* NAD 83(1991) POSITION- 42 37 01.42729(N) 088 22 44.80945(W)   ADJUSTED
 NH1003* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 NH1003  ______________________________________________________________________
 NH1003  GEOID HEIGHT    -        -34.243 (meters)                     GEOID18
 NH1003  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 NH1003  HORZ ORDER      -  THIRD
 NH1003
 NH1003.The horizontal coordinates were established by classical geodetic methods
 NH1003.and adjusted by the National Geodetic Survey in November 1991.
 NH1003
 NH1003.The orthometric height was scaled from a topographic map.
 NH1003
 NH1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1003.GEOID18 height accuracy estimate available here.
 NH1003
 NH1003.Click photographs - Photos may exist for this station.
 NH1003
 NH1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1003
 NH1003. The following values were computed from the NAD 83(1991) position.
 NH1003
 NH1003;                    North         East     Units Scale Factor Converg.
 NH1003;SPC WI S     -    69,843.465   732,981.451   MT  1.00002547   +1 06 49.4
 NH1003;SPC WI S     -   229,144.77  2,404,789.98   sFT  1.00002547   +1 06 49.4
 NH1003;UTM  16      - 4,719,213.513   386,894.244   MT  0.99975739   -0 56 02.0
 NH1003
 NH1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1003!SPC WI S     -   0.99996069  x   1.00002547  =   0.99998616
 NH1003!UTM  16      -   0.99996069  x   0.99975739  =   0.99971809
 NH1003
 NH1003:                Primary Azimuth Mark                     Grid Az
 NH1003:SPC WI S     -  BLACK AZ MK                              182 34 14.0
 NH1003:UTM  16      -  BLACK AZ MK                              184 37 05.4
 NH1003
 NH1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8689419213(NAD 83)
 NH1003
 NH1003|---------------------------------------------------------------------|
 NH1003| PID    Reference Object                     Distance      Geod. Az  |
 NH1003|                                                           dddmmss.s |
 NH1003| CI9039 BLACK RM 1                            7.488 METERS 04349     |
 NH1003| CI9041 BLACK RM 3                            6.647 METERS 14425     |
 NH1003| CI9038 BLACK AZ MK                                        1834103.4 |
 NH1003| NH1005 LAKE GENEVA MUNICIPAL TANK          APPROX. 4.8 KM 2324036.0 |
 NH1003| NH1250 WILLIAMS BAY AF STA RADAR TWR       APPROX.13.0 KM 2703415.4 |
 NH1003| CI9040 BLACK RM 2                           11.079 METERS 30829     |
 NH1003| CJ7903 VICTORY PP 1                         16.459 METERS 32508     |
 NH1003| NH1011 SPRING PRAIRIE RAD KSD 94 MAST      APPROX. 8.8 KM 3464014.6 |
 NH1003|---------------------------------------------------------------------|
 NH1003
 NH1003                          SUPERSEDED SURVEY CONTROL
 NH1003
 NH1003  NAD 83(1986)-  42 37 01.42395(N)    088 22 44.81802(W) AD(       ) 3
 NH1003  NAD 27      -  42 37 01.36390(N)    088 22 44.47680(W) AD(       ) 3
 NH1003
 NH1003.Superseded values are not recommended for survey control.
 NH1003
 NH1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1003.See file dsdata.pdf to determine how the superseded data were derived.
 NH1003
 NH1003_MARKER: DS = TRIANGULATION STATION DISK
 NH1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1003_STAMPING: BLACK 1957 1970
 NH1003_MARK LOGO: CGS
 NH1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1003+STABILITY: SURFACE MOTION
 NH1003
 NH1003  HISTORY     - Date     Condition        Report By
 NH1003  HISTORY     - 1970     MONUMENTED       NGS
 NH1003  HISTORY     - 1975     GOOD             ALSTER
 NH1003
 NH1003                          STATION DESCRIPTION
 NH1003
 NH1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NH1003'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH
 NH1003'MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK
 NH1003'AND REFERENCE MARK 2 WERE NOT FOUND AND WAS TOLD BY THE
 NH1003'PROPERTY OWNER THAT THESE MARKS WERE BROKEN OFF BY SNOWMOBILES.
 NH1003'A NEW SURFACE STATION MARK AND REFERENCE MARK 3 WERE SET.
 NH1003'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  A
 NH1003'NEW DESCRIPTION FOLLOWS--
 NH1003'
 NH1003'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF SPRING
 NH1003'PRAIRIE, 250 FEET NORTHWEST OF BLACK ROAD, ABOUT 200 FEET
 NH1003'NORTHEAST OF THE NORTHEAST EDGE OF THE PLAYBOY CLUB GOLF COURSE,
 NH1003'ON AND NEAR THE HIGHEST POINT OF A PARTIALLY TREE AND GRASS
 NH1003'COVERED KNOLL OWNED BY MR. ED AND BOB GAUGER, 29 FEET WEST
 NH1003'OF AN 18 INCH OAK TREE, 30 FEET SOUTH OF A 20 INCH OAK TREE
 NH1003'WITH A TRIANGULAR BLAZED ON THE SOUTHEAST SIDE, 54 FEET
 NH1003'SOUTHEAST OF A 24 INCH OAK TREE WITH A TRIANGULAR BLAZE ON
 NH1003'THE SOUTHEAST SIDE AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 NH1003'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BLACK
 NH1003'1957 1970.
 NH1003'
 NH1003'TO REACH THE STATION FROM THE U.S. POST OFFICE AT LAKE GENEVA,
 NH1003'GO EAST ON STATE HIGHWAY 50 FOR 3.45 MILES TO A SIDE ROAD
 NH1003'LEFT.  TURN LEFT AND GO NORTHERLY ON BLACK ROAD FOR 1.6 MILES
 NH1003'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE ROAD FOR
 NH1003'0.4 MILE TO THE KNOLL AND STATION ON THE LEFT.
 NH1003'
 NH1003'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLACK NO 1 1957,
 NH1003'BRAZED TO THE TOP OF A CAST IRON PIPE WHICH PROJECTS ABOUT 4
 NH1003'INCHES, 18 FEET NORTHWEST OF THE 18 INCH OAK TREE, 18 FEET
 NH1003'EAST OF THE 20 INCH OAK TREE AND ABOUT 6 FEET LOWER IN ELEVATION
 NH1003'THAN THE STATION MARK.
 NH1003'
 NH1003'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BLACK 1957 NO 3
 NH1003'1970 SET IN CONCRETE IN THE TOP OF A 3 INCH STEEL PIPE RE-ENFORCED
 NH1003'BY CONCRETE AND PROJECTING 3 INCHES, 27 FEET SOUTHWEST OF
 NH1003'THE 18 INCH OAK TREE, 47 FEET SOUTH OF THE 20 INCH OAK TREE
 NH1003'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NH1003'
 NH1003'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF THE
 NH1003'ROAD AND 1 FOOT EAST OF A FENCE AND A METAL WITNESS POST.
 NH1003'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BLACK
 NH1003'1957.
 NH1003'
 NH1003'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1003'
 NH1003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 NH1003'MILES NORTHEAST OF LAKE GENEVA
 NH1003
 NH1003                          STATION RECOVERY (1975)
 NH1003
 NH1003'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1975 (TCH)
 NH1003'TRIANGULATION STATION BLACK 1957 1970-GOOD
 NH1003'
 NH1003'BLACK NO. 1 1957-GOOD
 NH1003'
 NH1003'BLACK 1957 NO. 3 1970-GOOD
 NH1003'
 NH1003'AZ. MK. NOT FOUND AND PROBABLY NOT VISIBLE BECAUSE OF TREES
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0140 ***********************************************************************
 PO0140  DESIGNATION -  BLACK RIVER FALLS
 PO0140  PID         -  PO0140
 PO0140  STATE/COUNTY-  WI/JACKSON
 PO0140  COUNTRY     -  US
 PO0140  USGS QUAD   -  BLACK RIVER FALLS (2018)
 PO0140
 PO0140                         *CURRENT SURVEY CONTROL
 PO0140  ______________________________________________________________________
 PO0140* NAD 83(1986) POSITION- 44 17 38.     (N) 090 50 31.     (W)   SCALED
 PO0140* NAVD 88 ORTHO HEIGHT -   246.145 (meters)      807.56  (feet) ADJUSTED
 PO0140  ______________________________________________________________________
 PO0140  GEOID HEIGHT    -        -32.954 (meters)                     GEOID18
 PO0140  DYNAMIC HEIGHT  -        246.105 (meters)      807.43  (feet) COMP
 PO0140  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 PO0140
 PO0140  VERT ORDER      -  SECOND    CLASS 0
 PO0140
 PO0140.The horizontal coordinates were scaled from a map and have
 PO0140.an estimated accuracy of +/- 6 seconds.
 PO0140
 PO0140.The orthometric height was determined by differential leveling and
 PO0140.adjusted by the NATIONAL GEODETIC SURVEY
 PO0140.in June 1991.
 PO0140
 PO0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0140.GEOID18 height accuracy estimate available here.
 PO0140
 PO0140.Click photographs - Photos may exist for this station.
 PO0140
 PO0140.The dynamic height is computed by dividing the NAVD 88
 PO0140.geopotential number by the normal gravity value computed on the
 PO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0140.degrees latitude (g = 980.6199 gals.).
 PO0140
 PO0140.The modeled gravity was interpolated from observed gravity values.
 PO0140
 PO0140;                    North         East    Units  Estimated Accuracy
 PO0140;SPC WI C     -    51,520.      532,810.      MT  (+/- 180 meters Scaled)
 PO0140
 PO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK721067(NAD 83)
 PO0140
 PO0140                          SUPERSEDED SURVEY CONTROL
 PO0140
 PO0140  NGVD 29 (??/??/92)  246.151  (m)          807.58   (f) ADJ UNCH    2 0
 PO0140
 PO0140.Superseded values are not recommended for survey control.
 PO0140
 PO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0140.See file dsdata.pdf to determine how the superseded data were derived.
 PO0140
 PO0140_MARKER: DB = BENCH MARK DISK
 PO0140_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PO0140_SP_SET: RETAINING WALL
 PO0140_STAMPING: BLACK RIVER FALLS 1934
 PO0140_MARK LOGO: CGS
 PO0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0140+STABILITY: SURFACE MOTION
 PO0140
 PO0140  HISTORY     - Date     Condition        Report By
 PO0140  HISTORY     - 1934     MONUMENTED       CGS
 PO0140  HISTORY     - 1959     GOOD             FAS
 PO0140  HISTORY     - 20011019 MARK NOT FOUND   USPSQD
 PO0140  HISTORY     - 20031031 MARK NOT FOUND   WIDT
 PO0140
 PO0140                          STATION DESCRIPTION
 PO0140
 PO0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0140'IN BLACK RIVER FALLS.
 PO0140'IN BLACK RIVER FALLS ALONG THE CHICAGO MINNEAPOLIS ST PAUL AND
 PO0140'OMAHA RR AT THE DEPOT IN THE CENTER OF THE RETAINING WALL FOR
 PO0140'BRICK STATION PLATFORM NORTH OF THE DEPOT 3 FEET EAST OF TELEGRAPH
 PO0140'POLE 30 FEET EAST OF CENTER OF TRACK (MAIN LINE)
 PO0140
 PO0140                          STATION RECOVERY (1959)
 PO0140
 PO0140'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1959
 PO0140'RECOVERED IN GOOD CONDITION.
 PO0140
 PO0140                          STATION RECOVERY (2001)
 PO0140
 PO0140'RECOVERY NOTE BY US POWER SQUADRON 2001 (WJP)
 PO0140'NO TRACKS, AREA REDEVELOPED.
 PO0140
 PO0140                          STATION RECOVERY (2003)
 PO0140
 PO0140'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0140'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ7023 ***********************************************************************
 DQ7023  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ7023  DESIGNATION -  BLACK RIVER FALLS CORS ARP
 DQ7023  CORS_ID     -  WBRF
 DQ7023  PID         -  DQ7023
 DQ7023  STATE/COUNTY-  WI/JACKSON
 DQ7023  COUNTRY     -  US
 DQ7023  USGS QUAD   -  HATFIELD SW (2018)
 DQ7023
 DQ7023                         *CURRENT SURVEY CONTROL
 DQ7023  ______________________________________________________________________
 DQ7023* NAD 83(2011) POSITION- 44 21 26.82964(N) 090 39 22.06422(W)   ADJUSTED
 DQ7023* NAD 83(2011) ELLIP HT-   247.277 (meters)        (04/??/26)   ADJUSTED
 DQ7023* NAD 83(2011) EPOCH   -  2010.00
 DQ7023  ______________________________________________________________________
 DQ7023  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 DQ7023  NAD 83(2011) X  -    -52,309.508 (meters)                     COMP
 DQ7023  NAD 83(2011) Y  - -4,567,673.824 (meters)                     COMP
 DQ7023  NAD 83(2011) Z  -  4,436,749.421 (meters)                     COMP
 DQ7023
 DQ7023.Formal positional accuracy estimates are not available for this CORS
 DQ7023.because its coordinates were determined in part using modeled velocities.
 DQ7023.A time-series residual plot is available that shows daily coordinate
 DQ7023.variations relative to the published coordinates and modeled velocities.
 DQ7023.Large residuals may indicate a potential error in the modeled velocities.
 DQ7023
 DQ7023.Residual plot at:
 DQ7023.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=WBRF.
 DQ7023
 DQ7023.The coordinates were established by GPS observations
 DQ7023.and adjusted by the National Geodetic Survey in April 2026.
 DQ7023
 DQ7023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7023.been affixed to the stable North American Tectonic Plate. 
 DQ7023
 DQ7023.The coordinates are valid at the epoch date displayed above
 DQ7023.which is a decimal equivalence of Year/Month/Day.
 DQ7023
 DQ7023.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DQ7023.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DQ7023.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DQ7023.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DQ7023.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DQ7023.published epoch of 2010.00.
 DQ7023
 DQ7023.Additional information on MYCS is available at:
 DQ7023.https://geodesy.noaa.gov/CORS/index.shtml
 DQ7023
 DQ7023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7023.GEOID18 height accuracy estimate available here.
 DQ7023
 DQ7023.The PID for the CORS L1 Phase Center is DQ7024.
 DQ7023
 DQ7023.Click photographs - Photos may exist for this station.
 DQ7023
 DQ7023.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ7023
 DQ7023.The ellipsoidal height was determined by GPS observations
 DQ7023.and is referenced to NAD 83.
 DQ7023
 DQ7023. The following values were computed from the NAD 83(2011) position.
 DQ7023
 DQ7023;                    North         East     Units Scale Factor Converg.
 DQ7023;SPC WI C     -    58,450.484   547,692.914   MT  0.99998142   -0 27 46.6
 DQ7023;SPC WI C     -   191,766.30  1,796,889.17   sFT  0.99998142   -0 27 46.6
 DQ7023;UTM  15      - 4,914,247.412   686,787.144   MT  1.00002909   +1 38 20.9
 DQ7023
 DQ7023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7023!SPC WI C     -   0.99996123  x   0.99998142  =   0.99994265
 DQ7023!UTM  15      -   0.99996123  x   1.00002909  =   0.99999032
 DQ7023
 DQ7023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8678714247(NAD 83)
 DQ7023
 DQ7023                          SUPERSEDED SURVEY CONTROL
 DQ7023
 DQ7023  NAD 83(2011)-  44 21 26.82963(N)    090 39 22.06439(W) AD(2010.00) c
 DQ7023  ELLIP H (04/??/25)  247.264  (m)                       GP(2010.00) c c
 DQ7023  NAD 83(2011)-  44 21 26.82968(N)    090 39 22.06465(W) AD(2010.00) c
 DQ7023  ELLIP H (08/??/19)  247.212  (m)                       GP(2010.00) c c
 DQ7023  NAD 83(2011)-  44 21 26.82967(N)    090 39 22.06470(W) AD(2010.00) c
 DQ7023  ELLIP H (01/??/18)  247.207  (m)                       GP(2010.00) c c
 DQ7023
 DQ7023.Superseded values are not recommended for survey control.
 DQ7023
 DQ7023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ7023.See file dsdata.pdf to determine how the superseded data were derived.
 DQ7023
 DQ7023_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ7023
 DQ7023                          STATION DESCRIPTION
 DQ7023
 DQ7023'DESCRIBED BY NATIONAL GEODETIC SURVEY 2026
 DQ7023'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DQ7023'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DQ7023'AND LOG FILES ACCESSIBLE AT:
 DQ7023'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0770 ***********************************************************************
 PO0770  CBN         -  This is a Cooperative Base Network Control Station.
 PO0770  PACS        -  This is a Primary Airport Control Station.
 PO0770  DESIGNATION -  BLACK RIVER FALLS GPS
 PO0770  PID         -  PO0770
 PO0770  STATE/COUNTY-  WI/JACKSON
 PO0770  COUNTRY     -  US
 PO0770  USGS QUAD   -  BLACK RIVER FALLS (2018)
 PO0770
 PO0770                         *CURRENT SURVEY CONTROL
 PO0770  ______________________________________________________________________
 PO0770* NAD 83(2011) POSITION- 44 15 12.00712(N) 090 50 39.46772(W)   ADJUSTED
 PO0770* NAD 83(2011) ELLIP HT-   222.273 (meters)        (06/27/12)   ADJUSTED
 PO0770* NAD 83(2011) EPOCH   -  2010.00
 PO0770* NAVD 88 ORTHO HEIGHT -   255.289 (meters)      837.56  (feet) ADJUSTED
 PO0770  ______________________________________________________________________
 PO0770  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 PO0770  NAD 83(2011) X  -    -67,428.917 (meters)                     COMP
 PO0770  NAD 83(2011) Y  - -4,575,539.908 (meters)                     COMP
 PO0770  NAD 83(2011) Z  -  4,428,452.324 (meters)                     COMP
 PO0770  LAPLACE CORR    -         -8.05  (seconds)                    DEFLEC18
 PO0770  DYNAMIC HEIGHT  -        255.246 (meters)      837.42  (feet) COMP
 PO0770  MODELED GRAVITY -    980,442.4   (mgal)                       NAVD 88
 PO0770
 PO0770  VERT ORDER      -  SECOND    CLASS I
 PO0770
 PO0770  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PO0770  Standards:
 PO0770         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PO0770            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PO0770  -------------------------------------------------------------------
 PO0770  NETWORK    0.24   0.27           0.11   0.08   0.14      0.05076078
 PO0770  -------------------------------------------------------------------
 PO0770  Click here for local accuracies and other accuracy information.
 PO0770
 PO0770.This mark is at Black River Falls Area Airport (BCK)
 PO0770
 PO0770.The horizontal coordinates were established by GPS observations
 PO0770.and adjusted by the National Geodetic Survey in June 2012.
 PO0770
 PO0770.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PO0770.been affixed to the stable North American tectonic plate. See 
 PO0770.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PO0770
 PO0770.The horizontal coordinates are valid at the epoch date displayed above
 PO0770.which is a decimal equivalence of Year/Month/Day.
 PO0770
 PO0770.The orthometric height was determined by differential leveling and
 PO0770.adjusted by the WI DEPT OF TRANSP
 PO0770.in May 2012.
 PO0770
 PO0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0770.GEOID18 height accuracy estimate available here.
 PO0770
 PO0770.Click photographs - Photos may exist for this station.
 PO0770
 PO0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0770
 PO0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0770
 PO0770.The ellipsoidal height was determined by GPS observations
 PO0770.and is referenced to NAD 83.
 PO0770
 PO0770.The dynamic height is computed by dividing the NAVD 88
 PO0770.geopotential number by the normal gravity value computed on the
 PO0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0770.degrees latitude (g = 980.6199 gals.).
 PO0770
 PO0770.The modeled gravity was interpolated from observed gravity values.
 PO0770
 PO0770. The following values were computed from the NAD 83(2011) position.
 PO0770
 PO0770;                    North         East     Units Scale Factor Converg.
 PO0770;SPC WI C     -    47,020.475   532,572.246   MT  0.99999937   -0 35 44.6
 PO0770;SPC WI C     -   154,266.34  1,747,280.78   sFT  0.99999937   -0 35 44.6
 PO0770;UTM  15      - 4,902,270.618   672,095.631   MT  0.99996425   +1 30 16.9
 PO0770
 PO0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0770!SPC WI C     -   0.99996515  x   0.99999937  =   0.99996452
 PO0770!UTM  15      -   0.99996515  x   0.99996425  =   0.99992940
 PO0770
 PO0770:                Primary Azimuth Mark                     Grid Az
 PO0770:SPC WI C     -  BLACK RIVER FALLS GPS AZ MK              252 24 11.1
 PO0770:UTM  15      -  BLACK RIVER FALLS GPS AZ MK              250 18 09.6
 PO0770
 PO0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7209502270(NAD 83)
 PO0770
 PO0770|---------------------------------------------------------------------|
 PO0770| PID    Reference Object                     Distance      Geod. Az  |
 PO0770|                                                           dddmmss.s |
 PO0770| PO0777 BLACK RIVER FALLS GPS AZ MK         APPROX. 1.2 KM 2514826.5 |
 PO0770|---------------------------------------------------------------------|
 PO0770
 PO0770                          SUPERSEDED SURVEY CONTROL
 PO0770
 PO0770  NAD 83(2007)-  44 15 12.00706(N)    090 50 39.46861(W) AD(2002.00) 0
 PO0770  ELLIP H (02/10/07)  222.296  (m)                       GP(2002.00)    
 PO0770  NAD 83(1997)-  44 15 12.00704(N)    090 50 39.46922(W) AD(       ) A
 PO0770  ELLIP H (04/28/99)  222.299  (m)                       GP(       ) 3 1
 PO0770  NAD 83(1991)-  44 15 12.00646(N)    090 50 39.46747(W) AD(       ) B
 PO0770  ELLIP H (06/11/91)  222.385  (m)                       GP(       ) 4 1
 PO0770  NAVD 88             255.28   (m)          837.5    (f) LEVELING    3  
 PO0770  NAVD 88 (07/08/08)  255.276  (m)          837.52   (f) SUPERSEDED  2 1
 PO0770  NAVD 88 (07/26/07)  255.33   (m)  GEOID03  model used  GPS OBS        
 PO0770  NAVD 88 (04/28/99)  255.26   (m)  UNKNOWN  model used  GPS OBS        
 PO0770  NGVD 29 (06/11/91)  255.30   (m)  UNKNOWN  model used  GPS OBS        
 PO0770
 PO0770.Superseded values are not recommended for survey control.
 PO0770
 PO0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0770.See file dsdata.pdf to determine how the superseded data were derived.
 PO0770
 PO0770_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0770_STAMPING: BLACK RIVER FALLS GPS 1989
 PO0770_MARK LOGO: NGS
 PO0770_PROJECTION: FLUSH
 PO0770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0770+STABILITY: SURFACE MOTION
 PO0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0770+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2021
 PO0770
 PO0770  HISTORY     - Date     Condition        Report By
 PO0770  HISTORY     - 1989     MONUMENTED       WIHD
 PO0770  HISTORY     - 19900712 GOOD
 PO0770  HISTORY     - 19900913 GOOD
 PO0770  HISTORY     - 19971117 GOOD             NGS
 PO0770  HISTORY     - 20040708 GOOD             WIDT
 PO0770  HISTORY     - 20061023 GOOD             WIDT
 PO0770  HISTORY     - 20101013 GOOD             WOOLPT
 PO0770  HISTORY     - 20101016 GOOD             WOOLPT
 PO0770  HISTORY     - 20110907 GOOD             WIDT
 PO0770  HISTORY     - 20210913 GOOD             WI-053
 PO0770
 PO0770                          STATION DESCRIPTION
 PO0770
 PO0770'DESCRIBED BY WI HIGHWAY DEPT 1989
 PO0770'THE STATION IS LOCATED ABOUT 19.4 KM (12.05 MI) SOUTH OF MERRILLAN,
 PO0770'40.5 KM (25.15 MI) NORTHWEST OF TOMAH, 29.2 KM (18.15 MI) EAST OF
 PO0770'BLAIR AT THE BLACK RIVER FALLS AIRPORT.  OWNERSHIP--BLACK RIVER FALLS
 PO0770'AIRPORT PROPERTY, AIRPORT MANAGER PHILLIP KAIL, PH. 715-284-5673.
 PO0770'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 54 AND STATE HIGHWAY
 PO0770'27 IN BLACK RIVER FALLS, GO SOUTH FOR 4.5 KM (2.80 MI) ON STATE
 PO0770'HIGHWAY 27 TO THE BLACK RIVER AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN
 PO0770'RIGHT AND GO WEST FOR 0.16 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD
 PO0770'TO THE STATION ON THE LEFT IN A LARGE GRASSY FIELD.
 PO0770'STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--BLACK RIVER
 PO0770'FALLS GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE
 PO0770'MONUMENT SET FLUSH WITH GROUND.  LOCATED 0.78 M (2.6 FT) NORTH FROM A
 PO0770'CARSONITE WITNESS POST, 34.14 M (112.0 FT) SOUTH FROM THE CENTER-LINE
 PO0770'OF THE AIRPORT ENTRANCE ROAD AND ABOUT 160 M (524.9 FT) WEST OF STATE
 PO0770'HIGHWAY 27.
 PO0770
 PO0770                          STATION RECOVERY (1990)
 PO0770
 PO0770'RECOVERED 1990
 PO0770'RECOVERED IN GOOD CONDITION.
 PO0770
 PO0770                          STATION RECOVERY (1990)
 PO0770
 PO0770'RECOVERED 1990
 PO0770'RECOVERED IN GOOD CONDITION.
 PO0770
 PO0770                          STATION RECOVERY (1997)
 PO0770
 PO0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0770'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE BLACK
 PO0770'RIVER FALLS (BCK) AIRPORT.  THE STATION IS LOCATED ABOUT 45 KM (27.95
 PO0770'MI) NORTHEAST OF LACROSSE, 40 KM (24.85 MI) NORTHWEST OF TOMAH, 3 KM
 PO0770'(1.85 MI) SOUTH OF BLACK RIVER FALLS AT THE BLACK RIVER AREA AIRPORT,
 PO0770'ON THE EAST SIDE OF THE AIRFIELD IN GRASS ALONG THE ENTRANCE ROAD TO
 PO0770'THE AIRFIELD, AND 100 M (328.1 FT) EAST-SOUTHEAST OF THE NEW AIRPORT
 PO0770'OFFICE PRESENTLY BEING BUILT.  OWNERSHIP--CITY OF BLACK RIVER FALLS,
 PO0770'101 SOUTH 2ND STREET, BLACK RIVER FALLS, WI 54615.  CHAIRMAN OF
 PO0770'AIRPORT COMMISSION IS LOIS FERRIEF.  PHONE 715-284-5514.  TO REACH
 PO0770'FROM THE JUNCTION OF STATE HIGHWAYS 54 AND 27 ON THE WEST SIDE OF
 PO0770'BLACK RIVER FALLS, GO SOUTH ON HIGHWAY 27 FOR 4.5 KM (2.80 MI) TO THE
 PO0770'PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT (LUNDA AVENUE) .  TURN RIGHT
 PO0770'AND PROCEED WEST ON THE ROAD FOR 0.16 KM (0.10 MI) TO THE STATION ON
 PO0770'THE LEFT.  THE STATION IS SET IN THE TOP OF A 40 CM ROUND CONCRETE
 PO0770'POST SET FLUSH WITH THE GROUND.  IT IS 34.1 M (111.9 FT) SOUTH OF THE
 PO0770'ROAD CENTER, 30.3 M (99.4 FT) SOUTH OF THE SOUTH EDGE OF THE ROAD, 1.2
 PO0770'M (3.9 FT) SOUTHEAST OF A 1 M (3.3 FT) TALL SQUARE PLASTIC POST, 1.0 M
 PO0770'(3.3 FT) WEST-SOUTHWEST OF A PLASTIC WITNESS POST, AND 0.8 M (2.6 FT)
 PO0770'NORTH OF A FIBERGLASS WITNESS POST.
 PO0770
 PO0770                          STATION RECOVERY (2004)
 PO0770
 PO0770'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0770'---NOTE---ADD THE STATION IS 1 M SOUTH, NORTHEAST, NORTHWEST OF THREE
 PO0770'ORANGE 4X4 PLASTIC  WITNESS POSTS.
 PO0770
 PO0770                          STATION RECOVERY (2006)
 PO0770
 PO0770'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0770'RECOVERED IN GOOD CONDITION.
 PO0770
 PO0770                          STATION RECOVERY (2010)
 PO0770
 PO0770'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 PO0770'THE MARK IS A LOCAL PROJECT CONTROL POINT (PPCP) FOR BLACK RIVER FALLS
 PO0770'LEVEE PROJECT AND THE LOCAL REFERENCE POINT FOR RIVER GAUGE 053813595.
 PO0770'
 PO0770'THE MARK IS 137.52 FEET ABOVE ZERO GAGE REFERENCE POINT AT BLACK RIVER
 PO0770'AT BLACK RIVER FALLS, WI.
 PO0770'
 PO0770'THE MARK IS 0.15 FEET BELOW NGVD88 AT BLACK RIVER AT BLACK RIVER
 PO0770'FALLS, WI.
 PO0770'
 PO0770'THE MARK IS 70.22 FEET ABOVE BM 7, CHISLED CROSS ON DOWNSTREAM
 PO0770'LANDWARD BOLT OF GUARDRAIL PLATE AT RIGHT DOWNSTREAM END OF HWY 54
 PO0770'BRIDGE OVER BLACK RIVER ABOUT 500 FT UPSTREAM OF GAGE.
 PO0770'
 PO0770'THE MARK IS 73.59 FEET ABOVE BM 8, BRONZE TABLET SET IN CONCRETE 15 FT
 PO0770'SOUTHWEST FROM THE BACK RIGHT CORNER OF THE GAGE HOUSE.
 PO0770
 PO0770                          STATION RECOVERY (2010)
 PO0770
 PO0770'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JKW)
 PO0770'RECOVERED IN GOOD CONDITION.
 PO0770
 PO0770                          STATION RECOVERY (2011)
 PO0770
 PO0770'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 PO0770'RECOVERED IN GOOD CONDITION.
 PO0770
 PO0770                          STATION RECOVERY (2021)
 PO0770
 PO0770'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2021 (CB)
 PO0770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0777 ***********************************************************************
 PO0777  DESIGNATION -  BLACK RIVER FALLS GPS AZ MK
 PO0777  PID         -  PO0777
 PO0777  STATE/COUNTY-  WI/JACKSON
 PO0777  COUNTRY     -  US
 PO0777  USGS QUAD   -  SHAMROCK (2018)
 PO0777
 PO0777                         *CURRENT SURVEY CONTROL
 PO0777  ______________________________________________________________________
 PO0777* NAD 83(1997) POSITION- 44 14 59.54459(N) 090 51 32.21141(W)   ADJUSTED
 PO0777* NAD 83(1997) ELLIP HT-   218.623 (meters)        (09/30/02)   ADJUSTED
 PO0777* NAVD 88 ORTHO HEIGHT -   251.558 (meters)      825.32  (feet) ADJUSTED
 PO0777  ______________________________________________________________________
 PO0777  GEOID HEIGHT    -        -32.970 (meters)                     GEOID18
 PO0777  NAD 83(1997) X  -    -68,602.905 (meters)                     COMP
 PO0777  NAD 83(1997) Y  - -4,575,788.306 (meters)                     COMP
 PO0777  NAD 83(1997) Z  -  4,428,174.237 (meters)                     COMP
 PO0777  LAPLACE CORR    -         -8.03  (seconds)                    DEFLEC18
 PO0777  DYNAMIC HEIGHT  -        251.515 (meters)      825.18  (feet) COMP
 PO0777  MODELED GRAVITY -    980,442.8   (mgal)                       NAVD 88
 PO0777
 PO0777  HORZ ORDER      -  FIRST
 PO0777  VERT ORDER      -  SECOND    CLASS I
 PO0777  ELLP ORDER      -  FOURTH    CLASS I
 PO0777
 PO0777.This mark is at Black River Falls Area Airport (BCK)
 PO0777
 PO0777.The horizontal coordinates were established by GPS observations
 PO0777.and adjusted by the National Geodetic Survey in September 2002.
 PO0777
 PO0777.The orthometric height was determined by differential leveling and
 PO0777.adjusted by the WI DEPT OF TRANSP
 PO0777.in May 2012.
 PO0777
 PO0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0777.GEOID18 height accuracy estimate available here.
 PO0777
 PO0777.Click photographs - Photos may exist for this station.
 PO0777
 PO0777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0777
 PO0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0777
 PO0777.The ellipsoidal height was determined by GPS observations
 PO0777.and is referenced to NAD 83.
 PO0777
 PO0777.The dynamic height is computed by dividing the NAVD 88
 PO0777.geopotential number by the normal gravity value computed on the
 PO0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0777.degrees latitude (g = 980.6199 gals.).
 PO0777
 PO0777.The modeled gravity was interpolated from observed gravity values.
 PO0777
 PO0777. The following values were computed from the NAD 83(1997) position.
 PO0777
 PO0777;                    North         East     Units Scale Factor Converg.
 PO0777;SPC WI C     -    46,648.101   531,398.151   MT  1.00000002   -0 36 21.8
 PO0777;SPC WI C     -   153,044.64  1,743,428.77   sFT  1.00000002   -0 36 21.8
 PO0777;UTM  15      - 4,901,855.479   670,936.017   MT  0.99995936   +1 29 39.7
 PO0777
 PO0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0777!SPC WI C     -   0.99996572  x   1.00000002  =   0.99996574
 PO0777!UTM  15      -   0.99996572  x   0.99995936  =   0.99992508
 PO0777
 PO0777:                Primary Azimuth Mark                     Grid Az
 PO0777:SPC WI C     -  BLACK RIVER FALLS GPS                    072 24 11.5
 PO0777:UTM  15      -  BLACK RIVER FALLS GPS                    070 18 10.0
 PO0777
 PO0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7093601855(NAD 83)
 PO0777
 PO0777|---------------------------------------------------------------------|
 PO0777| PID    Reference Object                     Distance      Geod. Az  |
 PO0777|                                                           dddmmss.s |
 PO0777| PO0770 BLACK RIVER FALLS GPS               APPROX. 1.2 KM 0714749.7 |
 PO0777|---------------------------------------------------------------------|
 PO0777
 PO0777                          SUPERSEDED SURVEY CONTROL
 PO0777
 PO0777  NAD 83(1991)-  44 14 59.54381(N)    090 51 32.20995(W) AD(       ) 1
 PO0777  ELLIP H (08/19/91)  218.694  (m)                       GP(       ) 4 1
 PO0777  NAVD 88 (07/08/08)  251.545  (m)          825.28   (f) SUPERSEDED  2 1
 PO0777  NGVD 29 (08/19/91)  251.6    (m)  UNKNOWN  model used  GPS OBS        
 PO0777
 PO0777.Superseded values are not recommended for survey control.
 PO0777
 PO0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0777.See file dsdata.pdf to determine how the superseded data were derived.
 PO0777
 PO0777_MARKER: DZ = AZIMUTH MARK DISK
 PO0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0777_STAMPING: BLACK RIVER FALLS GPS 1989
 PO0777_MARK LOGO: NGS
 PO0777_PROJECTION: FLUSH
 PO0777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0777+STABILITY: SURFACE MOTION
 PO0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0777+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2021
 PO0777
 PO0777  HISTORY     - Date     Condition        Report By
 PO0777  HISTORY     - 1989     MONUMENTED       WIHD
 PO0777  HISTORY     - 19900913 GOOD
 PO0777  HISTORY     - 20060905 GOOD             WIDT
 PO0777  HISTORY     - 20110907 GOOD             WIDT
 PO0777  HISTORY     - 20210913 GOOD             WI-053
 PO0777
 PO0777                          STATION DESCRIPTION
 PO0777
 PO0777'DESCRIBED BY WI HIGHWAY DEPT 1989
 PO0777'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF BLACK RIVER
 PO0777'FALLS, 3.7 KM (2.3 MI) SOUTH OF BROCKWAY, AT THE BLACK RIVER FALLS
 PO0777'AIRPORT ON THE SOUTHEAST SIDE OF RUNWAY 8.  OWNERSHIP--CITY OF BLACK
 PO0777'RIVER FALLS, BLACK RIVER FALLS CITY HALL, BLACK RIVER FALLS, WI
 PO0777'54615, PHONE 715-248-4834, AIRPORT MANAGER IS DON BURKLEY, PHONE
 PO0777'715-284-4834.
 PO0777'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 12 IN
 PO0777'BROCKWAY, JUST SOUTH OF BLACK RIVER FALLS, GO SOUTH ON STATE HIGHWAY
 PO0777'27 FOR 2.3 KM (1.4 MI) TO THE JUNCTION OF LUNDA AVENUE (ALSO THE
 PO0777'ENTRANCE ROAD OF THE BLACK RIVER FALLS AIRPORT) ON THE RIGHT, TURN,
 PO0777'RIGHT, WEST, ON LUNDA AVENUE FOR 0.42 KM (0.26 MI) TO THE APRON AND
 PO0777'AIRPORT OFFICE, CONTINUE TO THE JUNCTION OF THE TAXIWAY AND GO SOUTH
 PO0777'ALONG THE TAXIWAY TO THE END OF RUNWAY 26, TURN RIGHT, SOUTHWEST, ON
 PO0777'THE RUNWAY AND GO 0.96 KM (0.60 MI) TO THE STATION ON THE LEFT IN AN
 PO0777'OPEN FIELD.
 PO0777'THE STATION IS LOCATED 46.8 M (153.5 FT) SOUTHEAST OF THE CENTER OF
 PO0777'THE RUNWAY, 39.4 M (129.3 FT) WEST OF THE CENTER OF AN ASPHALT ROAD
 PO0777'LEADING SOUTH TO HAWK ISLAND ROAD AND 0.9 M (3.0 FT) EAST OF A
 PO0777'FIBERGLASS WITNESS POST.
 PO0777
 PO0777                          STATION RECOVERY (1990)
 PO0777
 PO0777'RECOVERED 1990
 PO0777'RECOVERED IN GOOD CONDITION.
 PO0777
 PO0777                          STATION RECOVERY (2006)
 PO0777
 PO0777'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0777'RECOVERED IN GOOD CONDITION.
 PO0777
 PO0777                          STATION RECOVERY (2011)
 PO0777
 PO0777'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 PO0777'NOTE   STATION IS 1 M (3.3 FT) WEST AND SOUTH OF A WHITE PLASTIC
 PO0777'WITNESS POST.
 PO0777
 PO0777                          STATION RECOVERY (2021)
 PO0777
 PO0777'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2021 (CB)
 PO0777'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0598 ***********************************************************************
 PO0598  DESIGNATION -  BLACK RIVER FALLS MICROWAVE
 PO0598  PID         -  PO0598
 PO0598  STATE/COUNTY-  WI/JACKSON
 PO0598  COUNTRY     -  US
 PO0598  USGS QUAD   -  BLACK RIVER FALLS (2018)
 PO0598
 PO0598                         *CURRENT SURVEY CONTROL
 PO0598  ______________________________________________________________________
 PO0598* NAD 83(1996) POSITION- 44 22 22.69242(N) 090 50 33.90037(W)   ADJUSTED
 PO0598  ______________________________________________________________________
 PO0598  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 PO0598  LAPLACE CORR    -         -8.92  (seconds)                    DEFLEC18
 PO0598  HORZ ORDER      -  THIRD
 PO0598
 PO0598.The horizontal coordinates were established by classical geodetic methods
 PO0598.and adjusted by the National Geodetic Survey in March 1999.
 PO0598
 PO0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0598.GEOID18 height accuracy estimate available here.
 PO0598
 PO0598.Click photographs - Photos may exist for this station.
 PO0598
 PO0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0598
 PO0598. The following values were computed from the NAD 83(1996) position.
 PO0598
 PO0598;                    North         East     Units Scale Factor Converg.
 PO0598;SPC WI C     -    60,311.951   532,833.707   MT  0.99997902   -0 35 40.6
 PO0598;SPC WI C     -   197,873.46  1,748,138.59   sFT  0.99997902   -0 35 40.6
 PO0598;UTM  15      - 4,915,562.407   671,869.408   MT  0.99996328   +1 30 32.4
 PO0598
 PO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7186915562(NAD 83)
 PO0598
 PO0598                          SUPERSEDED SURVEY CONTROL
 PO0598
 PO0598  NAD 83(1991)-  44 22 22.69178(N)    090 50 33.89992(W) AD(       ) 3
 PO0598  NAD 83(1986)-  44 22 22.68800(N)    090 50 33.90771(W) AD(       ) 3
 PO0598  NAD 27      -  44 22 22.83055(N)    090 50 33.38732(W) AD(       ) 3
 PO0598
 PO0598.Superseded values are not recommended for survey control.
 PO0598
 PO0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0598.See file dsdata.pdf to determine how the superseded data were derived.
 PO0598
 PO0598_MARKER: 45 = MICROWAVE TOWER
 PO0598
 PO0598  HISTORY     - Date     Condition        Report By
 PO0598  HISTORY     - 1967     FIRST OBSERVED   USGS
 PO0598
 PO0598                          STATION DESCRIPTION
 PO0598
 PO0598'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0598'THE STATION IS ABOUT 5.0 MI N. OF BLACK RIVER FALLS, ON THE
 PO0598'CREST OF A N.-S. TIMBERED RIDGE, 0.15 MI NNE. OF A GRAVEL PIT,
 PO0598'IN THE SE. QUARTER OF THE NE. QUARTER OF SEC. 22, T. 22 N., R. 4 W.
 PO0598'
 PO0598'THE STATION IS A MICRO-WAVE TOWER BELONGING TO THE WISCONSIN
 PO0598'STATE HWY. PATROL, THE POINTINGS WERE MADE TO THE TOP RED LIGHT.
 PO0598'
 PO0598'TO REACH THE STATION FROM BLACK RIVER FALLS POST OFFICE, GO 1
 PO0598'BLOCK E. AND 1 BLOCK N. TO THE JCT. OF U.S. HWY. 12 AND
 PO0598'WISC. HWY. 27, THEN GO N. ON U.S. HWY. 12 FOR 2.5 MI TO THE
 PO0598'JCT. OF ALLEN CREEK RD., TURN LEFT AND GO 1.0 MI TO THE JCT. OF
 PO0598'WEST SNOW CREEK RD., THEN GO 2.4 MI N. ON W. SNOW CREEK RD. (0.85
 PO0598'MI PAST THE JCT. OF HANNON RD.) TO THE CREST OF A NE.-SW. RIDGE,
 PO0598'TURN RIGHT ON A CURVING GRAVEL RD., FOLLOWING THE CREST OF THE
 PO0598'RIDGE AND GO 1.0 MI TO THE SUMMIT OF THE RIDGE AT THE END OF
 PO0598'THE RD. AND TO THE STATION.
 PO0598'
 PO0598'INTERSECTED FROM STATIONS 72=BRUCE.  73=HEATH, 74=STUBB, 75=BLACK,
 PO0598'AND 57=CASTLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0141 ***********************************************************************
 PO0141  DESIGNATION -  BLACK RIVER FALLS RESET
 PO0141  PID         -  PO0141
 PO0141  STATE/COUNTY-  WI/JACKSON
 PO0141  COUNTRY     -  US
 PO0141  USGS QUAD   -  BLACK RIVER FALLS (2018)
 PO0141
 PO0141                         *CURRENT SURVEY CONTROL
 PO0141  ______________________________________________________________________
 PO0141* NAD 83(1986) POSITION- 44 17 38.     (N) 090 50 31.     (W)   SCALED
 PO0141* NAVD 88 ORTHO HEIGHT -   245.39  (+/-2cm)      805.1   (feet) VERTCON3
 PO0141  ______________________________________________________________________
 PO0141  GEOID HEIGHT    -        -32.954 (meters)                     GEOID18
 PO0141  VERT ORDER      -  THIRD (See Below)
 PO0141
 PO0141.The horizontal coordinates were scaled from a map and have
 PO0141.an estimated accuracy of +/- 6 seconds.
 PO0141
 PO0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0141
 PO0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0141.GEOID18 height accuracy estimate available here.
 PO0141
 PO0141.The vertical order pertains to the NGVD 29 superseded value.
 PO0141
 PO0141.Click photographs - Photos may exist for this station.
 PO0141
 PO0141;                    North         East    Units  Estimated Accuracy
 PO0141;SPC WI C     -    51,520.      532,810.      MT  (+/- 180 meters Scaled)
 PO0141
 PO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK721067(NAD 83)
 PO0141
 PO0141                          SUPERSEDED SURVEY CONTROL
 PO0141
 PO0141  NGVD 29 (07/09/15)  245.40   (m)          805.1    (f) RESET       3  
 PO0141
 PO0141.Superseded values are not recommended for survey control.
 PO0141
 PO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0141.See file dsdata.pdf to determine how the superseded data were derived.
 PO0141
 PO0141_MARKER: DD = SURVEY DISK
 PO0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PO0141_SP_SET: RETAINING WALL
 PO0141_STAMPING: BLACK RIVER FALLS 1934 RESET 1969
 PO0141_MARK LOGO: USACE
 PO0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0141+STABILITY: SURFACE MOTION
 PO0141
 PO0141  HISTORY     - Date     Condition        Report By
 PO0141  HISTORY     - 1969     MONUMENTED       USACE
 PO0141  HISTORY     - 20011019 MARK NOT FOUND   USPSQD
 PO0141
 PO0141                          STATION DESCRIPTION
 PO0141
 PO0141'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1969
 PO0141'AT BLACK RIVER FALLS.
 PO0141'AT BLACK RIVER FALLS, 158 FEET SOUTH OF THE CENTER LINE OF STATE
 PO0141'HIGHWAY 54, 108 FEET WEST OF THE CENTER OF THE MAIN TRACK OF THE
 PO0141'CHICAGO, SAINT PAUL, MINNEAPOLIS AND OMAHA RAILWAY, SET IN
 PO0141'APPROXIMATELY THE CENTER OF THE TOP OF THE NORTH STRIP OF CONCRETE
 PO0141'FOOTING (RETAINING WALL OF SCALE-WELL) OF THE FEDERATION COOPERATIVE
 PO0141'TRUCK WEIGHT SCALE, 2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 PO0141'THE SCALE HOUSE.
 PO0141
 PO0141                          STATION RECOVERY (2001)
 PO0141
 PO0141'RECOVERY NOTE BY US POWER SQUADRON 2001 (WJP)
 PO0141'NO TRACKS, COOPERATIVE EMPLOYEES NEVER HAVE SEEN A MARK AT THAT
 PO0141'LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1218 ***********************************************************************
 OM1218  DESIGNATION -  BLACK RM 2
 OM1218  PID         -  OM1218
 OM1218  STATE/COUNTY-  WI/DANE
 OM1218  COUNTRY     -  US
 OM1218  USGS QUAD   -  CROSS PLAINS (2018)
 OM1218
 OM1218                         *CURRENT SURVEY CONTROL
 OM1218  ______________________________________________________________________
 OM1218* NAD 83(2011) POSITION- 43 06 41.26536(N) 089 43 55.65275(W)   ADJUSTED
 OM1218* NAD 83(2011) ELLIP HT-   297.349 (meters)        (06/27/12)   ADJUSTED
 OM1218* NAD 83(2011) EPOCH   -  2010.00
 OM1218* NAVD 88 ORTHO HEIGHT -   331.6   (meters)     1088.    (feet) VERTCON3
 OM1218  ______________________________________________________________________
 OM1218  GEOID HEIGHT    -        -34.294 (meters)                     GEOID18
 OM1218  NAD 83(2011) X  -     21,804.136 (meters)                     COMP
 OM1218  NAD 83(2011) Y  - -4,663,665.555 (meters)                     COMP
 OM1218  NAD 83(2011) Z  -  4,336,752.964 (meters)                     COMP
 OM1218  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 OM1218
 OM1218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1218  Standards:
 OM1218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1218  -------------------------------------------------------------------
 OM1218  NETWORK    2.70   2.61           0.69   1.31   1.33     -0.23408479
 OM1218  -------------------------------------------------------------------
 OM1218  Click here for local accuracies and other accuracy information.
 OM1218
 OM1218.The horizontal coordinates were established by GPS observations
 OM1218.and adjusted by the National Geodetic Survey in June 2012.
 OM1218
 OM1218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1218.been affixed to the stable North American tectonic plate. See 
 OM1218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1218
 OM1218.The horizontal coordinates are valid at the epoch date displayed above
 OM1218.which is a decimal equivalence of Year/Month/Day.
 OM1218
 OM1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1218
 OM1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1218.GEOID18 height accuracy estimate available here.
 OM1218
 OM1218.Click photographs - Photos may exist for this station.
 OM1218
 OM1218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1218
 OM1218.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1218
 OM1218.The ellipsoidal height was determined by GPS observations
 OM1218.and is referenced to NAD 83.
 OM1218
 OM1218. The following values were computed from the NAD 83(2011) position.
 OM1218
 OM1218;                    North         East     Units Scale Factor Converg.
 OM1218;SPC WI S     -   123,507.737   621,801.969   MT  0.99994527   +0 11 02.6
 OM1218;SPC WI S     -   405,208.30  2,040,028.63   sFT  0.99994527   +0 11 02.6
 OM1218;UTM  16      - 4,776,816.198   277,706.208   MT  1.00020792   -1 52 04.6
 OM1218
 OM1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1218!SPC WI S     -   0.99995337  x   0.99994527  =   0.99989864
 OM1218!UTM  16      -   0.99995337  x   1.00020792  =   1.00016128
 OM1218
 OM1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7770676816(NAD 83)
 OM1218
 OM1218                          SUPERSEDED SURVEY CONTROL
 OM1218
 OM1218  NAD 83(2007)-  43 06 41.26546(N)    089 43 55.65362(W) AD(2002.00) 0
 OM1218  ELLIP H (02/10/07)  297.401  (m)                       GP(2002.00)    
 OM1218  NAD 83(1997)-  43 06 41.26530(N)    089 43 55.65382(W) AD(       ) 2
 OM1218  ELLIP H (06/17/02)  297.381  (m)                       GP(       ) 4 1
 OM1218  NAD 83(1991)-  43 06 41.26478(N)    089 43 55.65245(W) AD(       ) 2
 OM1218  ELLIP H (11/21/91)  297.503  (m)                       GP(       ) 4 1
 OM1218  NAD 83(1986)-  43 06 41.25606(N)    089 43 55.65348(W) AD(       ) 2
 OM1218  NAD 27      -  43 06 41.27920(N)    089 43 55.21513(W) AD(       ) 2
 OM1218  NGVD 29 (07/12/88)  331.6    (m)  RAPSU86  model used  GPS OBS        
 OM1218
 OM1218.Superseded values are not recommended for survey control.
 OM1218
 OM1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1218.See file dsdata.pdf to determine how the superseded data were derived.
 OM1218
 OM1218_MARKER: DR = REFERENCE MARK DISK
 OM1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1218_STAMPING: BLACK NO 2 1958
 OM1218_MARK LOGO: CGS
 OM1218_PROJECTION: FLUSH
 OM1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1218+STABILITY: SURFACE MOTION
 OM1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1218+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1987
 OM1218
 OM1218  HISTORY     - Date     Condition        Report By
 OM1218  HISTORY     - 1958     MONUMENTED       CGS
 OM1218  HISTORY     - 19871105 GOOD
 OM1218  HISTORY     - 19981031 GOOD             USPSQD
 OM1218
 OM1218                          STATION DESCRIPTION
 OM1218
 OM1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1218'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) EAST OF THE IOWA- DANE
 OM1218'COUNTY LINE, 6.4 KM (4.0 MI) WEST OF CROSS PLAINS, AND 3.2 KM (2.0
 OM1218'MI) SOUTHEAST OF BLACK EARTH ON ROAD RIGHT-OF-WAY.  OWNERSHIP--TOWN
 OM1218'VERMONT, DONALDL PARRELL, CHAIRMAN, 4744 BLUE MOUNDS TRAIL, BLACK
 OM1218'EARTH, WI 53515, PHONE 608-767-2427.
 OM1218'
 OM1218'TO REACH THE STATION FROM THE POST OFFICE IN BLACK EARTH, GO SOUTH
 OM1218'ON STATE HIGHWAY 78 FOR 3.8 KM (2.05 MI) TO MOEN VALLEY ROAD ON THE
 OM1218'LEFT (SIGN IS HARD TO SEE).  TURN LEFT AND GO EASTERLY FOR 1.8 KM
 OM1218'(1.1 MI) TO THE STATION ON THE RIGHT.
 OM1218'
 OM1218'THE STATION IS A STANDARD CGS REFERENCE MARK
 OM1218'DISK STAMPED---BLACK NO2 1958---, SET IN THE TOP OF A CONCRETE POST
 OM1218'30 CM IN DIAMETER AND FLUSH WITH THE GROUND.  LOCATED 16.7 METERS
 OM1218'(54.7 FT) SOUTHEAST OF BLACK RM 1 1958 SET IN THE MIDDLE OF A
 OM1218'GRAVELLED PRIVATE DRIVE, 7.6 METERS (25.0 FT) EAST FROM THE CENTER
 OM1218'OF
 OM1218'FIELD ROAD, 7.1 METERS (23.3 FT) SOUTH OF THE CENTER OF ROAD, AND
 OM1218'0.3 METERS (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 OM1218'
 OM1218'DANE COUNTY, WISCONSIN 1987.
 OM1218'
 OM1218'THIS STATION IS SUITABLE FOR GPS SURVEYS.  STATION BLACK 1958 IS
 OM1218'UNDER A TREE AND UNSUITABLE FOR GPS SURVEYS.
 OM1218'
 OM1218'DESCRIBED BY D.A. BOWLING.
 OM1218
 OM1218                          STATION RECOVERY (1987)
 OM1218
 OM1218'RECOVERED 1987
 OM1218'RECOVERED IN GOOD CONDITION.
 OM1218
 OM1218                          STATION RECOVERY (1998)
 OM1218
 OM1218'RECOVERY NOTE BY US POWER SQUADRON 1998
 OM1218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9518 ***********************************************************************
 AI9518  DESIGNATION -  BLACK WOLF W GPS
 AI9518  PID         -  AI9518
 AI9518  STATE/COUNTY-  WI/WINNEBAGO
 AI9518  COUNTRY     -  US
 AI9518  USGS QUAD   -  VAN DYNE (2018)
 AI9518
 AI9518                         *CURRENT SURVEY CONTROL
 AI9518  ______________________________________________________________________
 AI9518* NAD 83(2011) POSITION- 43 55 21.70625(N) 088 32 32.68910(W)   ADJUSTED
 AI9518* NAD 83(2011) ELLIP HT-   211.414 (meters)        (06/27/12)   ADJUSTED
 AI9518* NAD 83(2011) EPOCH   -  2010.00
 AI9518* NAVD 88 ORTHO HEIGHT -   247.558 (meters)      812.20  (feet) ADJUSTED
 AI9518  ______________________________________________________________________
 AI9518  GEOID HEIGHT    -        -36.141 (meters)                     GEOID18
 AI9518  NAD 83(2011) X  -    117,050.384 (meters)                     COMP
 AI9518  NAD 83(2011) Y  - -4,600,102.178 (meters)                     COMP
 AI9518  NAD 83(2011) Z  -  4,402,055.588 (meters)                     COMP
 AI9518  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 AI9518  DYNAMIC HEIGHT  -        247.505 (meters)      812.02  (feet) COMP
 AI9518  MODELED GRAVITY -    980,400.7   (mgal)                       NAVD 88
 AI9518
 AI9518  VERT ORDER      -  SECOND    CLASS I
 AI9518
 AI9518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI9518  Standards:
 AI9518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI9518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI9518  -------------------------------------------------------------------
 AI9518  NETWORK    0.29   0.31           0.13   0.10   0.16      0.01864274
 AI9518  -------------------------------------------------------------------
 AI9518  Click here for local accuracies and other accuracy information.
 AI9518
 AI9518.The horizontal coordinates were established by GPS observations
 AI9518.and adjusted by the National Geodetic Survey in June 2012.
 AI9518
 AI9518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI9518.been affixed to the stable North American tectonic plate. See 
 AI9518.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI9518
 AI9518.The horizontal coordinates are valid at the epoch date displayed above
 AI9518.which is a decimal equivalence of Year/Month/Day.
 AI9518
 AI9518.The orthometric height was determined by differential leveling and
 AI9518.adjusted by the WI DEPT OF TRANSP
 AI9518.in May 2012.
 AI9518
 AI9518.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9518.GEOID18 height accuracy estimate available here.
 AI9518
 AI9518.Click photographs - Photos may exist for this station.
 AI9518
 AI9518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9518
 AI9518.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI9518
 AI9518.The ellipsoidal height was determined by GPS observations
 AI9518.and is referenced to NAD 83.
 AI9518
 AI9518.The dynamic height is computed by dividing the NAVD 88
 AI9518.geopotential number by the normal gravity value computed on the
 AI9518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9518.degrees latitude (g = 980.6199 gals.).
 AI9518
 AI9518.The modeled gravity was interpolated from observed gravity values.
 AI9518
 AI9518. The following values were computed from the NAD 83(2011) position.
 AI9518
 AI9518;                    North         East     Units Scale Factor Converg.
 AI9518;SPC WI S     -   214,620.937   717,050.125   MT  0.99997394   +1 00 05.4
 AI9518;SPC WI S     -   704,135.52  2,352,521.95   sFT  0.99997394   +1 00 05.4
 AI9518;UTM  16      - 4,864,443.222   376,177.323   MT  0.99978857   -1 04 12.3
 AI9518
 AI9518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9518!SPC WI S     -   0.99996685  x   0.99997394  =   0.99994079
 AI9518!UTM  16      -   0.99996685  x   0.99978857  =   0.99975543
 AI9518
 AI9518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7617764443(NAD 83)
 AI9518
 AI9518                          SUPERSEDED SURVEY CONTROL
 AI9518
 AI9518  NAD 83(2007)-  43 55 21.70632(N)    088 32 32.68982(W) AD(2002.00) 0
 AI9518  ELLIP H (02/10/07)  211.449  (m)                       GP(2002.00)    
 AI9518  NAD 83(1997)-  43 55 21.70623(N)    088 32 32.68997(W) AD(       ) 1
 AI9518  ELLIP H (07/20/01)  211.455  (m)                       GP(       ) 4 1
 AI9518  NAVD 88             247.53   (m)          812.1    (f) LEVELING    3  
 AI9518  NAVD 88 (04/20/07)  247.529  (m)          812.10   (f) SUPERSEDED  2 1
 AI9518  NAVD 88             247.54   (m)          812.1    (f) LEVELING    3  
 AI9518  NAVD 88 (02/05/01)  247.537  (m)          812.13   (f) SUPERSEDED  2 1
 AI9518
 AI9518.Superseded values are not recommended for survey control.
 AI9518
 AI9518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9518.See file dsdata.pdf to determine how the superseded data were derived.
 AI9518
 AI9518_MARKER: DD = SURVEY DISK
 AI9518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9518_STAMPING: BLACK WOLF W GPS 2000
 AI9518_MARK LOGO: WIDT
 AI9518_PROJECTION: FLUSH
 AI9518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9518+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2009
 AI9518
 AI9518  HISTORY     - Date     Condition        Report By
 AI9518  HISTORY     - 1999     MONUMENTED       WIDT
 AI9518  HISTORY     - 2001     GOOD             WIDT
 AI9518  HISTORY     - 20031214 GOOD             USPSQD
 AI9518  HISTORY     - 20050531 GOOD             WIDT
 AI9518  HISTORY     - 20060412 GOOD             WIDT
 AI9518  HISTORY     - 20061009 GOOD             USPSQD
 AI9518  HISTORY     - 20090730 GOOD             GEOCAC
 AI9518
 AI9518                          STATION DESCRIPTION
 AI9518
 AI9518'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9518'THE STATION IS LOCATED ABOUT 17.70 KM (11.00 MI) NORTH-NORTHWEST OF
 AI9518'FOND DU LAC AND 9.66 KM (6.00 MI) SOUTH OF OSHKOSH.  OWNERSHIP--TOWN
 AI9518'OF BLACK WOLF.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 AI9518'41 WITH STATE HIGHWAY 26, ABOUT 8.05 KM (5.00 MI) SOUTH OF THE CITY OF
 AI9518'OSHKOSH, GO EAST ON STATE HIGHWAY 26 FOR 0.32 KM (0.20 MI) TO COUNTY
 AI9518'HIGHWAY N, TURN RIGHT AND GO EAST-SOUTHEAST ON COUNTY HIGHWAY N FOR
 AI9518'3.06 KM (1.90 MI) TO COUNTY HIGHWAY I, TURN RIGHT AND GO SOUTH ON
 AI9518'COUNTY HIGHWAY I FOR 3.22 KM (2.00 MI) TO WEST BLACK WOLF AVENUE, TURN
 AI9518'LEFT AND GO EAST ON WEST BLACK WOLF AVENUE FOR 0.16 KM (0.10 MI) TO
 AI9518'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI9518'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI9518'STAMPED --BLACK WOLF W GPS 2000-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9518'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT)
 AI9518'BELOW THE ROAD PAVEMENT.  THE STATION IS 8.4 M (27.6 FT) SOUTH OF THE
 AI9518'CENTERLINE OF WEST BLACK WOLF AVENUE, 0.1 MI (0.2 KM) WEST OF PRIVATE
 AI9518'ENTRANCE --2837--, 54 M (177.2 FT) EAST OF THE CENTERLINE OF A FIELD
 AI9518'ENTRANCE, 17.1 M (56.1 FT) SOUTH OF POWER POLE --1716-24L9--, 1.5 M
 AI9518'(4.9 FT) NORTH OF AN ELECTRIC FENCE, AND 0.8 M (2.6 FT) NORTH OF A
 AI9518'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI9518'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9518
 AI9518                          STATION RECOVERY (2001)
 AI9518
 AI9518'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (TSS)
 AI9518'RECOVERED AS DESCRIBED.---NOTE--- THE STATION IS NOW 1.0 M EAST AND
 AI9518'1.0 M WEST OF TWO 4X4 ORANGE PLASTIC WITNESS POSTS.
 AI9518
 AI9518                          STATION RECOVERY (2003)
 AI9518
 AI9518'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9518'RECOVERED IN GOOD CONDITION.
 AI9518
 AI9518                          STATION RECOVERY (2005)
 AI9518
 AI9518'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9518'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO ELECTRIC FENCE
 AI9518'PRESENT AND THE STATION IS 3 CM BELOW GROUND LEVEL.
 AI9518
 AI9518                          STATION RECOVERY (2006)
 AI9518
 AI9518'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 AI9518'RECOVERED IN GOOD CONDITION.
 AI9518
 AI9518                          STATION RECOVERY (2006)
 AI9518
 AI9518'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9518'RECOVERED IN GOOD CONDITION.
 AI9518
 AI9518                          STATION RECOVERY (2009)
 AI9518
 AI9518'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 AI9518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1170 ***********************************************************************
 PN1170  DESIGNATION -  BLACKBERRY
 PN1170  PID         -  PN1170
 PN1170  STATE/COUNTY-  WI/MARATHON
 PN1170  COUNTRY     -  US
 PN1170  USGS QUAD   -  DEWEY MARSH (2018)
 PN1170
 PN1170                         *CURRENT SURVEY CONTROL
 PN1170  ______________________________________________________________________
 PN1170* NAD 83(1991) POSITION- 44 42 36.53854(N) 089 30 37.07865(W)   ADJUSTED
 PN1170* NAVD 88 ORTHO HEIGHT -   406.3   (meters)     1333.    (feet) VERTCON3
 PN1170  ______________________________________________________________________
 PN1170  GEOID HEIGHT    -        -35.654 (meters)                     GEOID18
 PN1170  LAPLACE CORR    -         -5.16  (seconds)                    DEFLEC18
 PN1170  HORZ ORDER      -  FIRST
 PN1170
 PN1170.The horizontal coordinates were established by classical geodetic methods
 PN1170.and adjusted by the National Geodetic Survey in November 1991.
 PN1170
 PN1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1170
 PN1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1170.GEOID18 height accuracy estimate available here.
 PN1170
 PN1170.Click photographs - Photos may exist for this station.
 PN1170
 PN1170.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1170
 PN1170. The following values were computed from the NAD 83(1991) position.
 PN1170
 PN1170;                    North         East     Units Scale Factor Converg.
 PN1170;SPC WI C     -    97,547.219   638,803.125   MT  0.99994488   +0 20 43.9
 PN1170;SPC WI C     -   320,036.17  2,095,806.59   sFT  0.99994488   +0 20 43.9
 PN1170;UTM  16      - 4,953,818.051   301,154.278   MT  1.00008625   -1 45 59.8
 PN1170
 PN1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1170!SPC WI C     -   0.99994189  x   0.99994488  =   0.99988677
 PN1170!UTM  16      -   0.99994189  x   1.00008625  =   1.00002814
 PN1170
 PN1170:                Primary Azimuth Mark                     Grid Az
 PN1170:SPC WI C     -  SUWYN                                    025 57 48.6
 PN1170:UTM  16      -  SUWYN                                    028 04 32.3
 PN1170
 PN1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0115453818(NAD 83)
 PN1170
 PN1170|---------------------------------------------------------------------|
 PN1170| PID    Reference Object                     Distance      Geod. Az  |
 PN1170|                                                           dddmmss.s |
 PN1170| PN1032 SUWYN                               APPROX.29.3 KM 0261832.5 |
 PN1170| CJ4295 BLACKBERRY RM 1                      24.128 METERS 03943     |
 PN1170| PN1022 TIGERTON PIPE MICROWAVE KBG 33      APPROX.31.4 KM 0884301.0 |
 PN1170| PN1181 STEVENS POINT PIPE MICROWAVE        APPROX.14.5 KM 2105718.3 |
 PN1170| PN1188 JUNCTION CITY MUN TANK              APPROX.23.8 KM 2363543.2 |
 PN1170| PN1155 MOSINEE MUN TANK                    APPROX.16.3 KM 3024740.4 |
 PN1170| PN1153 WESTON POWER PLANT NO 3 STACK       APPROX.19.8 KM 3260135.6 |
 PN1170| PN1168 RIB MTN TV WSAU WAOW MAST           APPROX.27.4 KM 3282955.0 |
 PN1170| CJ4296 BLACKBERRY RM 2                      20.339 METERS 34233     |
 PN1170|---------------------------------------------------------------------|
 PN1170
 PN1170                          SUPERSEDED SURVEY CONTROL
 PN1170
 PN1170  NAD 83(1986)-  44 42 36.53715(N)    089 30 37.08602(W) AD(       ) 1
 PN1170  NAD 27      -  44 42 36.64561(N)    089 30 36.65383(W) AD(       ) 1
 PN1170  NGVD 29 (07/19/86)  406.3    (m)         1333.     (f) VERT ANG       
 PN1170
 PN1170.Superseded values are not recommended for survey control.
 PN1170
 PN1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1170.See file dsdata.pdf to determine how the superseded data were derived.
 PN1170
 PN1170_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1170_STAMPING: BLACKBERRY 1980
 PN1170_MARK LOGO: NGS
 PN1170_PROJECTION: FLUSH
 PN1170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1170+STABILITY: SURFACE MOTION
 PN1170
 PN1170  HISTORY     - Date     Condition        Report By
 PN1170  HISTORY     - 1980     MONUMENTED       NGS
 PN1170  HISTORY     - 19950422 MARK NOT FOUND   USPSQD
 PN1170
 PN1170                          STATION DESCRIPTION
 PN1170
 PN1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1170'THE STATION IS LOCATED ABOUT 8 MILES EAST OF KNOWLTON, 10 MILES
 PN1170'SOUTHEAST OF MOSINEE, 11-1/2 MILES NORTH-NORTHEAST OF STEVENS POINT.
 PN1170'OWNERSHIP--WISCONSIN DEPARTMENT OF NATURAL RESOURSES, MR. KENNETH W.
 PN1170'LEMONS-PARK RANGER, MOSINEE RANGER STATION, ROUTE 2 BOX 39A, MOSINEE,
 PN1170'WISCONSIN, (PHONE NUMBER 715-693-2345).
 PN1170'
 PN1170'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND 10 AT
 PN1170'THE EAST EDGE OF STEVENS POINT, GO NORTH ON HIGHWAY 51 FOR 6.85 MILES
 PN1170'TO COUNTY ROUTE X EXIT.  EXIT OFF HIGHWAY 51 AND GO NORTH ON COUNTY
 PN1170'ROUTE X FOR 8.0 MILES TO THE JUNCTION OF COUNTY ROUTE C.  TURN RIGHT
 PN1170'AND GO EAST ON COUNTY ROUTE C FOR 3.8 MILES TO A PAVED SIDEROAD LEFT,
 PN1170'(KNAPP ROAD).  CONTINUE EAST ON COUNTY ROUTE C FOR 1.0 MILE TO A
 PN1170'GRAVEL TRACK ROAD RIGHT.  TURN RIGHT, PASSING THROUGH GATE, AND GO
 PN1170'SOUTH FOR 0.3 MILE TO AN OLD LOOKOUT TOWER AND THE STATION AS
 PN1170'DESCRIBED.
 PN1170'
 PN1170'THE STATION IS A STANDARD NGS DISK STAMPED---BLACKBERRY 1980---, SET
 PN1170'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 PN1170'GROUND.  IT IS LOCATED 14.02 METERS (46 FT) SOUTHEAST FROM A 14-INCH
 PN1170'OAK TREE, 13.26 METERS (43.5 FT) NORTHEAST FROM A TRIPLE TRUNK OAK
 PN1170'TREE, 10.79 METERS (35.4 FT) NORTHWEST FROM A 12-INCH OAK TREE AND
 PN1170'8.02 METERS (26.3 FT) SOUTH FROM THE SOUTHWEST LEG OF LOOKOUT TOWER.
 PN1170'
 PN1170'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 PN1170'---BLACKBERRY 1980---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1
 PN1170'METERS BELOW THE SURFACE.
 PN1170'
 PN1170'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 PN1170'---BLACKBERRY NO 1 1980---, SET INTO THE TOP OF A ROUND CONCRETE
 PN1170'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 24.54
 PN1170'METERS (80.5 FT) SOUTH FROM A UTILITY POLE WITH TRANSFORMER, 11.37
 PN1170'METERS (37.3 FT) EAST-NORTHEAST FROM THE NORTHEAST LEG OF THE LOOKOUT
 PN1170'TOWER, 5.58 METERS (18.3 FT) NORTH-NORTHWEST FROM A 6-INCH MAPLE TREE
 PN1170'AND 0.55 METER (1.8 FT) WEST FROM A METAL WITNESS POST.  THE MARK IS
 PN1170'LEVEL WITH STATION.
 PN1170'
 PN1170'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 PN1170'---BLACKBERRY NO 2 1980---, SET INTO THE TOP OF A ROUND CONCRETE
 PN1170'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.72
 PN1170'METERS (45.0 FT) NORTH FROM A 14-INCH OAK TREE, 11.40 METERS (37.4 FT)
 PN1170'SOUTH FROM A 12-INCH OAK TREE, 6.55 METERS (21.5 FT) NORTHWEST FROM
 PN1170'THE NORTHWEST LEG OF THE LOOKOUT TOWER, 4.42 METERS (14.5 FT) EAST
 PN1170'FROM A 16-INCH OAK TREE AND 0.85 METER (2.8 FT) EAST FROM A METAL
 PN1170'WITNESS POST.  THE MARK IS LEVEL WITH STATION.
 PN1170'
 PN1170'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 PN1170
 PN1170                          STATION RECOVERY (1995)
 PN1170
 PN1170'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1170'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1300 ***********************************************************************
 PN1300  DESIGNATION -  BLACKBERRY LOT
 PN1300  PID         -  PN1300
 PN1300  STATE/COUNTY-  WI/MARATHON
 PN1300  COUNTRY     -  US
 PN1300  USGS QUAD   -  DEWEY MARSH (2018)
 PN1300
 PN1300                         *CURRENT SURVEY CONTROL
 PN1300  ______________________________________________________________________
 PN1300* NAD 83(1991) POSITION- 44 42 36.89907(N) 089 30 37.00751(W)   ADJUSTED
 PN1300  ______________________________________________________________________
 PN1300  GEOID HEIGHT    -        -35.654 (meters)                     GEOID18
 PN1300  LAPLACE CORR    -         -5.16  (seconds)                    DEFLEC18
 PN1300  HORZ ORDER      -  THIRD
 PN1300
 PN1300.The horizontal coordinates were established by classical geodetic methods
 PN1300.and adjusted by the National Geodetic Survey in November 1991.
 PN1300
 PN1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1300.GEOID18 height accuracy estimate available here.
 PN1300
 PN1300.Click photographs - Photos may exist for this station.
 PN1300
 PN1300.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1300
 PN1300. The following values were computed from the NAD 83(1991) position.
 PN1300
 PN1300;                    North         East     Units Scale Factor Converg.
 PN1300;SPC WI C     -    97,558.357   638,804.624   MT  0.99994488   +0 20 43.9
 PN1300;SPC WI C     -   320,072.71  2,095,811.50   sFT  0.99994488   +0 20 43.9
 PN1300;UTM  16      - 4,953,829.128   301,156.187   MT  1.00008624   -1 45 59.8
 PN1300
 PN1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0115653829(NAD 83)
 PN1300
 PN1300                          SUPERSEDED SURVEY CONTROL
 PN1300
 PN1300  NAD 83(1986)-  44 42 36.89771(N)    089 30 37.01492(W) AD(       ) 3
 PN1300
 PN1300.Superseded values are not recommended for survey control.
 PN1300
 PN1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1300.See file dsdata.pdf to determine how the superseded data were derived.
 PN1300
 PN1300_MARKER: 57 = LOOKOUT TOWER
 PN1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1300
 PN1300  HISTORY     - Date     Condition        Report By
 PN1300  HISTORY     - 1983     FIRST OBSERVED   WIDT
 PN1300
 PN1300                          STATION DESCRIPTION
 PN1300
 PN1300'DESCRIBED BY WI DEPT OF TRANSP 1983 (LTK)
 PN1300'THE STATION, BLACKBERRY LOOKOUT TOWER, IS THE APEX OF THE CABIN ROOF
 PN1300'ATOP A 4 LEGGED GRAY SKELETON STEEL TOWER.  THE TOWER IS OWNED BY THE
 PN1300'WISCONSIN DEPARTMENT OF NATURAL RESOURCES AND IS UNDER THE CONTROL OF
 PN1300'MR. KENNETH W. LEMONS-PARK RANGER, MOSINEE RANGER STATION, ROUTE 2 BOX
 PN1300'39A, MOSINEE, WISCONSIN (PHONE NUMBER 715-693-2345).
 PN1300'
 PN1300'THE STATION IS LOCATED ABOUT 11.5 MILES NORTH NORTHEAST OF STEVENS
 PN1300'POINT, 10.5 MILES SOUTHEAST OF MOSINEE, AND 8.5 MILES EAST OF
 PN1300'KNOWLTON.
 PN1300'
 PN1300'TO REACH THE STATION FROM THE JUNCTION OF USH 10 AND USH 51 AT THE
 PN1300'EAST EDGE OF STEVENS POINT, GO NORTH ON USH 51 FOR 6.85 MILES TO THE
 PN1300'CTH X EXIT.  TURN RIGHT AND GO NORTH ON CTH X FOR 8.0 MILES TO THE
 PN1300'JUNCTION WITH CTH C.  TURN RIGHT AND GO EAST ON CTH C FOR 3.8 MILES TO
 PN1300'A PAVED SIDEROAD LEFT (KNAPP ROAD).  CONTINUE EAST ON CTH C FOR 1.0
 PN1300'MILE TO A GRAVEL TRACK ROAD RIGHT.  TURN RIGHT, PASSING THROUGH GATE,
 PN1300'AND GO SOUTH FOR 0.3 MILE TO THE LOOKOUT TOWER AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4982 ***********************************************************************
 DQ4982  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4982  DESIGNATION -  BLACKWELL SE GPS
 DQ4982  PID         -  DQ4982
 DQ4982  STATE/COUNTY-  WI/FOREST
 DQ4982  COUNTRY     -  US
 DQ4982  USGS QUAD   -  GOODMAN SW (2018)
 DQ4982
 DQ4982                         *CURRENT SURVEY CONTROL
 DQ4982  ______________________________________________________________________
 DQ4982* NAD 83(2011) POSITION- 45 30 44.35649(N) 088 27 46.52593(W)   ADJUSTED
 DQ4982* NAD 83(2011) ELLIP HT-   384.926 (meters)        (04/14/17)   ADJUSTED
 DQ4982* NAD 83(2011) EPOCH   -  2010.00
 DQ4982* NAVD 88 ORTHO HEIGHT -   419.45  (meters)     1376.1   (feet) GPS OBS
 DQ4982  ______________________________________________________________________
 DQ4982  GEOID HEIGHT    -        -34.522 (meters)                     GEOID18
 DQ4982  NAD 83(2011) X  -    120,101.518 (meters)                     COMP
 DQ4982  NAD 83(2011) Y  - -4,475,809.012 (meters)                     COMP
 DQ4982  NAD 83(2011) Z  -  4,527,703.535 (meters)                     COMP
 DQ4982  LAPLACE CORR    -         -5.86  (seconds)                    DEFLEC18
 DQ4982
 DQ4982  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4982  Standards:
 DQ4982         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4982            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4982  -------------------------------------------------------------------
 DQ4982  NETWORK    0.60   0.82           0.28   0.20   0.42      0.08374172
 DQ4982  -------------------------------------------------------------------
 DQ4982  Click here for local accuracies and other accuracy information.
 DQ4982
 DQ4982.The horizontal coordinates were established by GPS observations
 DQ4982.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4982
 DQ4982.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4982.been affixed to the stable North American tectonic plate. See 
 DQ4982.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4982
 DQ4982.The horizontal coordinates are valid at the epoch date displayed above
 DQ4982.which is a decimal equivalence of Year/Month/Day.
 DQ4982
 DQ4982.The orthometric height was determined by GPS observations and a
 DQ4982.high-resolution geoid model using precise GPS observation and
 DQ4982.processing techniques.
 DQ4982
 DQ4982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4982.GEOID18 height accuracy estimate available here.
 DQ4982
 DQ4982.Click photographs - Photos may exist for this station.
 DQ4982
 DQ4982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4982
 DQ4982.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4982
 DQ4982.The ellipsoidal height was determined by GPS observations
 DQ4982.and is referenced to NAD 83.
 DQ4982
 DQ4982. The following values were computed from the NAD 83(2011) position.
 DQ4982
 DQ4982;                    North         East     Units Scale Factor Converg.
 DQ4982;SPC WI N     -    39,579.602   720,102.430   MT  1.00001031   +1 06 31.7
 DQ4982;SPC WI N     -   129,854.08  2,362,536.06   sFT  1.00001031   +1 06 31.7
 DQ4982;UTM  16      - 5,040,906.182   385,731.573   MT  0.99976054   -1 02 37.6
 DQ4982
 DQ4982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4982!SPC WI N     -   0.99993966  x   1.00001031  =   0.99994997
 DQ4982!UTM  16      -   0.99993966  x   0.99976054  =   0.99970021
 DQ4982
 DQ4982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8573140906(NAD 83)
 DQ4982
 DQ4982                          SUPERSEDED SURVEY CONTROL
 DQ4982
 DQ4982.No superseded survey control is available for this station.
 DQ4982
 DQ4982_MARKER: DD = SURVEY DISK
 DQ4982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4982_STAMPING: BLACKWELL SE GPS 2012
 DQ4982_MARK LOGO: WIDT
 DQ4982_PROJECTION: FLUSH
 DQ4982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4982+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4982
 DQ4982  HISTORY     - Date     Condition        Report By
 DQ4982  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4982  HISTORY     - 20150201 GOOD             WIDT
 DQ4982
 DQ4982                          STATION DESCRIPTION
 DQ4982
 DQ4982'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4982'THE STATION IS APPROXIMATELY 10.8 MI (17.4 KM) NORTHEAST OF WABENO,
 DQ4982'10.8 MI (17.4 KM) EAST-SOUTHEAST OF LAONA, AND 9.8 MI (15.8 KM)
 DQ4982'SOUTHWEST OF GOODMAN.
 DQ4982'
 DQ4982'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DQ4982'HIGHWAY T IN THE COMMUNITY OF BLACKWELL, GO NORTH ON COUNTY HIGHWAY H
 DQ4982'FOR 0.5 MI (0.8 KM) TO GOODMAN PARK ROAD ON THE RIGHT.  TURN AND GO
 DQ4982'EAST ON GOODMAN PARK ROAD FOR 5.6 MI (9.0 KM) TO MICHIGAN CREEK ROAD
 DQ4982'ON THE LEFT AND RAT RIVER ROAD ON THE RIGHT.  CONTINUE EAST THEN SOUTH
 DQ4982'ON GOODMAN PARK ROAD FOR 2.1 MI (3.4 KM) TO A DRIVEWAY WHICH LEADS TO
 DQ4982'A SMALL CLEARING IN THE WOODS ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 DQ4982'THE DRIVEWAY FOR APPROXIMATELY 150 FT (45.7 M) TO THE STATION.
 DQ4982'
 DQ4982'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4982'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4982'INCH) DIAMETER CONCRETE POST.  THE STATION IS 45.2 M (148.3 FT)
 DQ4982'SOUTHWEST OF THE CENTERLINE OF GOODMAN PARK ROAD AND IS LOCATED IN THE
 DQ4982'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4982'
 DQ4982'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15
 DQ4982'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4981 ***********************************************************************
 DQ4981  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4981  DESIGNATION -  BLACKWELL SW GPS
 DQ4981  PID         -  DQ4981
 DQ4981  STATE/COUNTY-  WI/FOREST
 DQ4981  COUNTRY     -  US
 DQ4981  USGS QUAD   -  BLACKWELL (2018)
 DQ4981
 DQ4981                         *CURRENT SURVEY CONTROL
 DQ4981  ______________________________________________________________________
 DQ4981* NAD 83(2011) POSITION- 45 31 02.54826(N) 088 36 43.36087(W)   ADJUSTED
 DQ4981* NAD 83(2011) ELLIP HT-   412.735 (meters)        (04/14/17)   ADJUSTED
 DQ4981* NAD 83(2011) EPOCH   -  2010.00
 DQ4981* NAVD 88 ORTHO HEIGHT -   446.94  (meters)     1466.3   (feet) GPS OBS
 DQ4981  ______________________________________________________________________
 DQ4981  GEOID HEIGHT    -        -34.206 (meters)                     GEOID18
 DQ4981  NAD 83(2011) X  -    108,442.929 (meters)                     COMP
 DQ4981  NAD 83(2011) Y  - -4,475,725.324 (meters)                     COMP
 DQ4981  NAD 83(2011) Z  -  4,528,116.947 (meters)                     COMP
 DQ4981  LAPLACE CORR    -         -5.23  (seconds)                    DEFLEC18
 DQ4981
 DQ4981  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4981  Standards:
 DQ4981         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4981            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4981  -------------------------------------------------------------------
 DQ4981  NETWORK    0.56   0.57           0.26   0.18   0.29      0.02705545
 DQ4981  -------------------------------------------------------------------
 DQ4981  Click here for local accuracies and other accuracy information.
 DQ4981
 DQ4981.The horizontal coordinates were established by GPS observations
 DQ4981.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4981
 DQ4981.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4981.been affixed to the stable North American tectonic plate. See 
 DQ4981.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4981
 DQ4981.The horizontal coordinates are valid at the epoch date displayed above
 DQ4981.which is a decimal equivalence of Year/Month/Day.
 DQ4981
 DQ4981.The orthometric height was determined by GPS observations and a
 DQ4981.high-resolution geoid model using precise GPS observation and
 DQ4981.processing techniques.
 DQ4981
 DQ4981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4981.GEOID18 height accuracy estimate available here.
 DQ4981
 DQ4981.Click photographs - Photos may exist for this station.
 DQ4981
 DQ4981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4981
 DQ4981.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4981
 DQ4981.The ellipsoidal height was determined by GPS observations
 DQ4981.and is referenced to NAD 83.
 DQ4981
 DQ4981. The following values were computed from the NAD 83(2011) position.
 DQ4981
 DQ4981;                    North         East     Units Scale Factor Converg.
 DQ4981;SPC WI N     -    39,926.599   708,442.021   MT  1.00000931   +1 00 04.4
 DQ4981;SPC WI N     -   130,992.52  2,324,280.20   sFT  1.00000931   +1 00 04.4
 DQ4981;UTM  16      - 5,041,690.616   374,095.123   MT  0.99979490   -1 09 01.0
 DQ4981
 DQ4981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4981!SPC WI N     -   0.99993530  x   1.00000931  =   0.99994461
 DQ4981!UTM  16      -   0.99993530  x   0.99979490  =   0.99973021
 DQ4981
 DQ4981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7409541690(NAD 83)
 DQ4981
 DQ4981                          SUPERSEDED SURVEY CONTROL
 DQ4981
 DQ4981.No superseded survey control is available for this station.
 DQ4981
 DQ4981_MARKER: DD = SURVEY DISK
 DQ4981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4981_STAMPING: BLACKWELL SW GPS 2012
 DQ4981_MARK LOGO: WIDT
 DQ4981_PROJECTION: FLUSH
 DQ4981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4981+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4981
 DQ4981  HISTORY     - Date     Condition        Report By
 DQ4981  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4981  HISTORY     - 20150201 GOOD             WIDT
 DQ4981
 DQ4981                          STATION DESCRIPTION
 DQ4981
 DQ4981'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4981'THE STATION IS APPROXIMATELY 14 MI (22.5 KM) EAST-SOUTHEAST OF
 DQ4981'CRANDON, 5.5 MI (8.8 KM) NORTH-NORTHEAST OF WABENO, AND 4 MI (6.4 KM)
 DQ4981'SOUTHEAST OF LAONA.
 DQ4981'
 DQ4981'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY T WITH COUNTY
 DQ4981'HIGHWAY H, LOCATED IN THE COMMUNITY OF BLACKWELL, GO NORTH ON COUNTY
 DQ4981'HIGHWAY H FOR 0.5 MI (0.8 KM) TO NU ROC LANE ON THE RIGHT.  TURN RIGHT
 DQ4981'AND GO EAST ON NU ROC LANE FOR 250 FT (76.2 M) TO THE STATION ON THE
 DQ4981'LEFT.
 DQ4981'
 DQ4981'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4981'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4981'INCH) DIAMETER CONCRETE POST, APPROXIMATELY LEVEL WITH THE ROAD GRADE.
 DQ4981'THE STATION IS 10.2 M (33.5 FT) NORTH OF THE CENTERLINE OF NU ROC
 DQ4981'LANE, 75.0 M (246.1 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY H,
 DQ4981'52.7 M (172.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A SMALL BLOCK
 DQ4981'BUILDING, 30.9 M (101.4 FT) NORTHWEST OF A POWER POLE, AND LOCATED
 DQ4981'BETWEEN TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4981'
 DQ4981'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4981'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5130 ***********************************************************************
 DN5130  DESIGNATION -  BLAINE C GPS
 DN5130  PID         -  DN5130
 DN5130  STATE/COUNTY-  WI/BURNETT
 DN5130  COUNTRY     -  US
 DN5130  USGS QUAD   -  WEBB LAKE (2019)
 DN5130
 DN5130                         *CURRENT SURVEY CONTROL
 DN5130  ______________________________________________________________________
 DN5130* NAD 83(2011) POSITION- 46 06 53.47832(N) 092 08 59.41521(W)   ADJUSTED
 DN5130* NAD 83(2011) ELLIP HT-   259.527 (meters)        (04/15/13)   ADJUSTED
 DN5130* NAD 83(2011) EPOCH   -  2010.00
 DN5130* NAVD 88 ORTHO HEIGHT -   286.032 (meters)      938.42  (feet) ADJUSTED
 DN5130  ______________________________________________________________________
 DN5130  GEOID HEIGHT    -        -26.502 (meters)                     GEOID18
 DN5130  NAD 83(2011) X  -   -166,156.355 (meters)                     COMP
 DN5130  NAD 83(2011) Y  - -4,426,190.131 (meters)                     COMP
 DN5130  NAD 83(2011) Z  -  4,574,293.682 (meters)                     COMP
 DN5130  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 DN5130  DYNAMIC HEIGHT  -        286.062 (meters)      938.52  (feet) COMP
 DN5130  MODELED GRAVITY -    980,709.9   (mgal)                       NAVD 88
 DN5130
 DN5130  VERT ORDER      -  SECOND    CLASS I
 DN5130
 DN5130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5130  Standards:
 DN5130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5130  -------------------------------------------------------------------
 DN5130  NETWORK    1.25   2.18           0.56   0.45   1.11      0.07339236
 DN5130  -------------------------------------------------------------------
 DN5130  Click here for local accuracies and other accuracy information.
 DN5130
 DN5130.The horizontal coordinates were established by GPS observations
 DN5130.and adjusted by the National Geodetic Survey in April 2013.
 DN5130
 DN5130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5130.been affixed to the stable North American tectonic plate. See 
 DN5130.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5130
 DN5130.The horizontal coordinates are valid at the epoch date displayed above
 DN5130.which is a decimal equivalence of Year/Month/Day.
 DN5130
 DN5130.The orthometric height was determined by differential leveling and
 DN5130.adjusted by the WI DEPT OF TRANSP
 DN5130.in May 2012.
 DN5130
 DN5130.No vertical observational check was made to the station.
 DN5130
 DN5130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5130.GEOID18 height accuracy estimate available here.
 DN5130
 DN5130.Click photographs - Photos may exist for this station.
 DN5130
 DN5130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5130
 DN5130.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5130
 DN5130.The ellipsoidal height was determined by GPS observations
 DN5130.and is referenced to NAD 83.
 DN5130
 DN5130.The dynamic height is computed by dividing the NAVD 88
 DN5130.geopotential number by the normal gravity value computed on the
 DN5130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5130.degrees latitude (g = 980.6199 gals.).
 DN5130
 DN5130.The modeled gravity was interpolated from observed gravity values.
 DN5130
 DN5130. The following values were computed from the NAD 83(2011) position.
 DN5130
 DN5130;                    North         East     Units Scale Factor Converg.
 DN5130;SPC WI N     -   107,634.456   433,840.703   MT  0.99994577   -1 33 03.0
 DN5130;SPC WI N     -   353,130.71  1,423,359.04   sFT  0.99994577   -1 33 03.0
 DN5130;UTM  15      - 5,107,160.095   565,693.613   MT  0.99965305   +0 36 45.9
 DN5130
 DN5130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5130!SPC WI N     -   0.99995932  x   0.99994577  =   0.99990509
 DN5130!UTM  15      -   0.99995932  x   0.99965305  =   0.99961238
 DN5130
 DN5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6569307160(NAD 83)
 DN5130
 DN5130                          SUPERSEDED SURVEY CONTROL
 DN5130
 DN5130  NAD 83(2007)-  46 06 53.47837(N)    092 08 59.41582(W) AD(2002.00) 1
 DN5130  ELLIP H (04/06/12)  259.559  (m)                       GP(2002.00) 1 1
 DN5130  NAVD 88             286.03   (m)          938.4    (f) LEVELING    3  
 DN5130
 DN5130.Superseded values are not recommended for survey control.
 DN5130
 DN5130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5130.See file dsdata.pdf to determine how the superseded data were derived.
 DN5130
 DN5130_MARKER: DD = SURVEY DISK
 DN5130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5130_STAMPING: BLAINE C GPS
 DN5130_MARK LOGO: WIDT
 DN5130_PROJECTION: FLUSH
 DN5130_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5130+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 DN5130
 DN5130  HISTORY     - Date     Condition        Report By
 DN5130  HISTORY     - 2009     MONUMENTED       WIDT
 DN5130  HISTORY     - 20100720 GOOD             WIDT
 DN5130
 DN5130                          STATION DESCRIPTION
 DN5130
 DN5130'DESCRIBED BY WI DEPT OF TRANSP 2010 (DSA)
 DN5130'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND STATE
 DN5130'HIGHWAY 35 APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE COMMUNITY OF
 DN5130'DANBURY, GO NORTH ON STATE HIGHWAY 35 FOR 8.1 MI (13.0 KM) TO ST.
 DN5130'CROIX TRAIL.  TURN RIGHT AND GO EAST ON ST. CROIX TRAIL FOR 4.0 MI
 DN5130'(6.4 KM) TO PERKINS TRAIL.  CONTINUE 0.2 MI (0.3 KM) TO AN ENTRANCE TO
 DN5130'AN ABANDONED GRAVEL PIT ON THE LEFT.  TURN LEFT AND GO NORTH ON GRAVEL
 DN5130'PIT DRIVEWAY APPROXIMATELY 0.1 MI (0.2 KM) TO STATION ON THE RIGHT.
 DN5130'
 DN5130'THE STATION IS A BRONZE WIDT GEODETIC CONTROL MARKER DISK SET IN THE
 DN5130'TOP OF A 16 INCH (41 CM) DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 DN5130'GROUND.
 DN5130'
 DN5130'THE STATION IS LOCATED APPROXIMATELY 50 FT (15.2 M) EAST OF THE GRAVEL
 DN5130'PIT DRIVEWAY AND IS SURROUNDED BY GREEN STEEL CHANNEL POSTS WITH
 DN5130'BURNETT COUNTY SURVEYOR AND WISDOT PLAQUES.
 DN5130'
 DN5130'NOTE-THERE ARE NO OBSTRUCTIONS AT THIS STATION GREATER THAN 15 DEGREES
 DN5130'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5383 ***********************************************************************
 DN5383  DESIGNATION -  BLAINE E GPS
 DN5383  PID         -  DN5383
 DN5383  STATE/COUNTY-  WI/BURNETT
 DN5383  COUNTRY     -  US
 DN5383  USGS QUAD   -  FROG LAKE (2019)
 DN5383
 DN5383                         *CURRENT SURVEY CONTROL
 DN5383  ______________________________________________________________________
 DN5383* NAD 83(2011) POSITION- 46 06 50.15846(N) 092 04 25.66632(W)   ADJUSTED
 DN5383* NAD 83(2011) ELLIP HT-   287.494 (meters)        (04/15/13)   ADJUSTED
 DN5383* NAD 83(2011) EPOCH   -  2010.00
 DN5383* NAVD 88 ORTHO HEIGHT -   314.138 (meters)     1030.63  (feet) ADJUSTED
 DN5383  ______________________________________________________________________
 DN5383  GEOID HEIGHT    -        -26.638 (meters)                     GEOID18
 DN5383  NAD 83(2011) X  -   -160,285.270 (meters)                     COMP
 DN5383  NAD 83(2011) Y  - -4,426,499.957 (meters)                     COMP
 DN5383  NAD 83(2011) Z  -  4,574,242.778 (meters)                     COMP
 DN5383  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC18
 DN5383  DYNAMIC HEIGHT  -        314.170 (meters)     1030.74  (feet) COMP
 DN5383  MODELED GRAVITY -    980,705.7   (mgal)                       NAVD 88
 DN5383
 DN5383  VERT ORDER      -  SECOND    CLASS I
 DN5383
 DN5383  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5383  Standards:
 DN5383         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5383            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5383  -------------------------------------------------------------------
 DN5383  NETWORK    1.13   1.96           0.51   0.40   1.00      0.09144409
 DN5383  -------------------------------------------------------------------
 DN5383  Click here for local accuracies and other accuracy information.
 DN5383
 DN5383.The horizontal coordinates were established by GPS observations
 DN5383.and adjusted by the National Geodetic Survey in April 2013.
 DN5383
 DN5383.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5383.been affixed to the stable North American tectonic plate. See 
 DN5383.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5383
 DN5383.The horizontal coordinates are valid at the epoch date displayed above
 DN5383.which is a decimal equivalence of Year/Month/Day.
 DN5383
 DN5383.The orthometric height was determined by differential leveling and
 DN5383.adjusted by the WI DEPT OF TRANSP
 DN5383.in May 2012.
 DN5383
 DN5383.No vertical observational check was made to the station.
 DN5383
 DN5383.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5383.GEOID18 height accuracy estimate available here.
 DN5383
 DN5383.Click photographs - Photos may exist for this station.
 DN5383
 DN5383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5383
 DN5383.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5383
 DN5383.The ellipsoidal height was determined by GPS observations
 DN5383.and is referenced to NAD 83.
 DN5383
 DN5383.The dynamic height is computed by dividing the NAVD 88
 DN5383.geopotential number by the normal gravity value computed on the
 DN5383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5383.degrees latitude (g = 980.6199 gals.).
 DN5383
 DN5383.The modeled gravity was interpolated from observed gravity values.
 DN5383
 DN5383. The following values were computed from the NAD 83(2011) position.
 DN5383
 DN5383;                    North         East     Units Scale Factor Converg.
 DN5383;SPC WI N     -   107,375.727   439,713.846   MT  0.99994579   -1 29 45.5
 DN5383;SPC WI N     -   352,281.86  1,442,627.84   sFT  0.99994579   -1 29 45.5
 DN5383;UTM  15      - 5,107,123.286   571,570.644   MT  0.99966297   +0 40 03.2
 DN5383
 DN5383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5383!SPC WI N     -   0.99995493  x   0.99994579  =   0.99990073
 DN5383!UTM  15      -   0.99995493  x   0.99966297  =   0.99961792
 DN5383
 DN5383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7157007123(NAD 83)
 DN5383
 DN5383                          SUPERSEDED SURVEY CONTROL
 DN5383
 DN5383  NAD 83(2007)-  46 06 50.15854(N)    092 04 25.66688(W) AD(2002.00) 1
 DN5383  ELLIP H (04/06/12)  287.528  (m)                       GP(2002.00) 1 1
 DN5383  NAVD 88             314.14   (m)         1030.6    (f) LEVELING    3  
 DN5383
 DN5383.Superseded values are not recommended for survey control.
 DN5383
 DN5383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5383.See file dsdata.pdf to determine how the superseded data were derived.
 DN5383
 DN5383_MARKER: DD = SURVEY DISK
 DN5383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5383_STAMPING: BLAINE E GPS 2006
 DN5383_MARK LOGO: WIDT
 DN5383_PROJECTION: FLUSH
 DN5383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5383+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2010
 DN5383
 DN5383  HISTORY     - Date     Condition        Report By
 DN5383  HISTORY     - 2005     MONUMENTED       WIDT
 DN5383  HISTORY     - 20100728 GOOD             WIDT
 DN5383
 DN5383                          STATION DESCRIPTION
 DN5383
 DN5383'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5383'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5383'HIGHWAY 77 EAST APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE COMMUNITY
 DN5383'OF DANBURY, GO NORTHEAST ON STATE HIGHWAY 35 FOR 5.2 MI (8.4 KM) TO
 DN5383'COUNTY HIGHWAY H RIGHT AND GOLDSMITH TRAIL LEFT.  CONTINUE NORTH ON
 DN5383'STATE HIGHWAY 35 FOR 0.4 MI (0.6 KM) TO THE BRIDGE OVER THE SAINT
 DN5383'CROIX RIVER AND SOUTH MARKVILLE ROAD LEFT.  CONTINUE NORTH ON STATE
 DN5383'HIGHWAY 35 FOR 2.5 MI (4.0 KM) TO SAINT CROIX TRAIL RIGHT.  TURN RIGHT
 DN5383'AND GO EAST ON SAINT CROIX TRAIL FOR 7.0 MI (11.3 KM) TO NAMEKAGON
 DN5383'TRAIL RIGHT.  CONTINUE EAST ON SAINT CROIX TRAIL FOR 1.0 MI (1.6 KM)
 DN5383'TO DRY LANDING ROAD.  CONTINUE EAST ON SAINT CROIX TRAIL FOR 0.88 MI
 DN5383'(1.4 KM) TO THE STATION ON THE RIGHT.
 DN5383'
 DN5383'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5383'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5383'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5383'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.
 DN5383'
 DN5383'THE STATION IS 8.3 M (27.2 FT) SOUTH OF THE CENTERLINE OF SAINT CROIX
 DN5383'TRAIL, 0.10 MI (0.2 KM) WEST OF GOMULAK FIRE LANE AND IS 1 M (3.3 FT)
 DN5383'FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN5383'
 DN5383'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5383'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5562 ***********************************************************************
 DH5562  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5562  DESIGNATION -  BLAINE GPS
 DH5562  PID         -  DH5562
 DH5562  STATE/COUNTY-  WI/PORTAGE
 DH5562  COUNTRY     -  US
 DH5562  USGS QUAD   -  BLAINE (2018)
 DH5562
 DH5562                         *CURRENT SURVEY CONTROL
 DH5562  ______________________________________________________________________
 DH5562* NAD 83(2011) POSITION- 44 18 18.65576(N) 089 18 55.19680(W)   ADJUSTED
 DH5562* NAD 83(2011) ELLIP HT-   306.021 (meters)        (06/27/12)   ADJUSTED
 DH5562* NAD 83(2011) EPOCH   -  2010.00
 DH5562* NAVD 88 ORTHO HEIGHT -   342.25  (meters)     1122.9   (feet) GPS OBS
 DH5562  ______________________________________________________________________
 DH5562  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5562  GEOID HEIGHT    -        -36.222 (meters)                     GEOID12A
 DH5562  GEOID HEIGHT    -        -36.221 (meters)                     GEOID18
 DH5562  NAD 83(2011) X  -     54,633.631 (meters)                     COMP
 DH5562  NAD 83(2011) Y  - -4,571,747.937 (meters)                     COMP
 DH5562  NAD 83(2011) Z  -  4,432,635.599 (meters)                     COMP
 DH5562  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 DH5562
 DH5562  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5562  Standards:
 DH5562         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5562            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5562  -------------------------------------------------------------------
 DH5562  NETWORK    0.22   0.31           0.10   0.08   0.16      0.12840157
 DH5562  -------------------------------------------------------------------
 DH5562  Click here for local accuracies and other accuracy information.
 DH5562
 DH5562.The horizontal coordinates were established by GPS observations
 DH5562.and adjusted by the National Geodetic Survey in June 2012.
 DH5562
 DH5562.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5562.been affixed to the stable North American tectonic plate. See 
 DH5562.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5562
 DH5562.The horizontal coordinates are valid at the epoch date displayed above
 DH5562.which is a decimal equivalence of Year/Month/Day.
 DH5562
 DH5562.The orthometric height was determined by GPS observations and a
 DH5562.high-resolution geoid model using precise GPS observation and
 DH5562.processing techniques.
 DH5562
 DH5562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5562.GEOID18 height accuracy estimate available here.
 DH5562
 DH5562.Click photographs - Photos may exist for this station.
 DH5562
 DH5562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5562
 DH5562.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5562
 DH5562.The ellipsoidal height was determined by GPS observations
 DH5562.and is referenced to NAD 83.
 DH5562
 DH5562. The following values were computed from the NAD 83(2011) position.
 DH5562
 DH5562;                    North         East     Units Scale Factor Converg.
 DH5562;SPC WI C     -    52,661.324   654,631.122   MT  0.99999002   +0 28 59.1
 DH5562;SPC WI C     -   172,773.03  2,147,735.61   sFT  0.99999002   +0 28 59.1
 DH5562;UTM  16      - 4,908,376.699   315,323.131   MT  1.00001945   -1 37 03.6
 DH5562
 DH5562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5562!SPC WI C     -   0.99995202  x   0.99999002  =   0.99994204
 DH5562!UTM  16      -   0.99995202  x   1.00001945  =   0.99997147
 DH5562
 DH5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1532308376(NAD 83)
 DH5562
 DH5562                          SUPERSEDED SURVEY CONTROL
 DH5562
 DH5562  NAD 83(2007)-  44 18 18.65580(N)    089 18 55.19760(W) AD(2002.00) 0
 DH5562  ELLIP H (02/10/07)  306.060  (m)                       GP(2002.00)    
 DH5562  NAD 83(1997)-  44 18 18.65595(N)    089 18 55.19794(W) AD(       ) 1
 DH5562  ELLIP H (08/01/05)  306.059  (m)                       GP(       ) 2 1
 DH5562  NAVD 88 (07/26/07)  342.22   (m)  GEOID03  model used  GPS OBS        
 DH5562
 DH5562.Superseded values are not recommended for survey control.
 DH5562
 DH5562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5562.See file dsdata.pdf to determine how the superseded data were derived.
 DH5562
 DH5562_MARKER: DD = SURVEY DISK
 DH5562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5562_STAMPING: BLAINE GPS
 DH5562_MARK LOGO: WI-097
 DH5562_PROJECTION: FLUSH
 DH5562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5562+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2010
 DH5562
 DH5562  HISTORY     - Date     Condition        Report By
 DH5562  HISTORY     - 1996     MONUMENTED       WI-097
 DH5562  HISTORY     - 20030811 GOOD             WIDT
 DH5562  HISTORY     - 20101006 GOOD             WIDT
 DH5562
 DH5562                          STATION DESCRIPTION
 DH5562
 DH5562'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5562'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5562'COUNTY  HIGHWAY  A NORTH AND COUNTY HIGHWAY D WITH COUNTY HIGHWAY A
 DH5562'WEST WITH 3RD AVENUE ABOUT 12 MI  SOUTHWEST OF THE CITY OF WAUPACA, GO
 DH5562'NORTH ON COUNTY HIGHWAY A NORTH AND COUNTY  HIGHWAY D FOR 0.7 MI TO
 DH5562'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE PORTAGE  COUNTY
 DH5562'GEODETIC CONTROL MARKER DISK ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5562'THE  STATION IS 6.4 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY D, 6 M
 DH5562'SOUTH OF A FIELD  ENTRANCE, 4 M WEST OF A CULTIVATED FIELD, AND 1.0 M
 DH5562'EAST, SOUTHWEST, NORTHWEST OF  THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5562'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5562'THAN 10  DEGREES ABOVE THE HORIZON.
 DH5562
 DH5562                          STATION RECOVERY (2010)
 DH5562
 DH5562'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5562'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.25 MILE SOUTH OF
 DH5562'COUNTY HIGHWAY D EAST AND 4TH AVENUE WEST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8530 ***********************************************************************
 AB8530  DESIGNATION -  BLAINE GPS 188
 AB8530  PID         -  AB8530
 AB8530  STATE/COUNTY-  WI/BURNETT
 AB8530  COUNTRY     -  US
 AB8530  USGS QUAD   -  DAIRYLAND (2019)
 AB8530
 AB8530                         *CURRENT SURVEY CONTROL
 AB8530  ______________________________________________________________________
 AB8530* NAD 83(2011) POSITION- 46 08 33.74281(N) 092 11 05.58925(W)   ADJUSTED
 AB8530* NAD 83(2011) ELLIP HT-   288.950 (meters)        (06/27/12)   ADJUSTED
 AB8530* NAD 83(2011) EPOCH   -  2010.00
 AB8530* NAVD 88 ORTHO HEIGHT -   315.346 (meters)     1034.60  (feet) ADJUSTED
 AB8530  ______________________________________________________________________
 AB8530  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 AB8530  NAD 83(2011) X  -   -168,779.555 (meters)                     COMP
 AB8530  NAD 83(2011) Y  - -4,423,877.826 (meters)                     COMP
 AB8530  NAD 83(2011) Z  -  4,576,460.479 (meters)                     COMP
 AB8530  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 AB8530  DYNAMIC HEIGHT  -        315.380 (meters)     1034.71  (feet) COMP
 AB8530  MODELED GRAVITY -    980,712.4   (mgal)                       NAVD 88
 AB8530
 AB8530  VERT ORDER      -  SECOND    CLASS I
 AB8530
 AB8530  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8530  Standards:
 AB8530         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8530            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8530  -------------------------------------------------------------------
 AB8530  NETWORK    1.65   2.06           0.69   0.65   1.05      0.23996105
 AB8530  -------------------------------------------------------------------
 AB8530  Click here for local accuracies and other accuracy information.
 AB8530
 AB8530.The horizontal coordinates were established by GPS observations
 AB8530.and adjusted by the National Geodetic Survey in June 2012.
 AB8530
 AB8530.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8530.been affixed to the stable North American tectonic plate. See 
 AB8530.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8530
 AB8530.The horizontal coordinates are valid at the epoch date displayed above
 AB8530.which is a decimal equivalence of Year/Month/Day.
 AB8530
 AB8530.The orthometric height was determined by differential leveling and
 AB8530.adjusted by the WI DEPT OF TRANSP
 AB8530.in May 2012.
 AB8530
 AB8530.No vertical observational check was made to the station.
 AB8530
 AB8530.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8530.GEOID18 height accuracy estimate available here.
 AB8530
 AB8530.Click photographs - Photos may exist for this station.
 AB8530
 AB8530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8530
 AB8530.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8530
 AB8530.The ellipsoidal height was determined by GPS observations
 AB8530.and is referenced to NAD 83.
 AB8530
 AB8530.The dynamic height is computed by dividing the NAVD 88
 AB8530.geopotential number by the normal gravity value computed on the
 AB8530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8530.degrees latitude (g = 980.6199 gals.).
 AB8530
 AB8530.The modeled gravity was interpolated from observed gravity values.
 AB8530
 AB8530. The following values were computed from the NAD 83(2011) position.
 AB8530
 AB8530;                    North         East     Units Scale Factor Converg.
 AB8530;SPC WI N     -   110,802.808   431,217.666   MT  0.99994544   -1 34 34.0
 AB8530;SPC WI N     -   363,525.55  1,414,753.29   sFT  0.99994544   -1 34 34.0
 AB8530;UTM  15      - 5,110,226.250   562,953.631   MT  0.99964872   +0 35 16.0
 AB8530
 AB8530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8530!SPC WI N     -   0.99995470  x   0.99994544  =   0.99990015
 AB8530!UTM  15      -   0.99995470  x   0.99964872  =   0.99960344
 AB8530
 AB8530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6295310226(NAD 83)
 AB8530
 AB8530                          SUPERSEDED SURVEY CONTROL
 AB8530
 AB8530  NAD 83(2007)-  46 08 33.74291(N)    092 11 05.58999(W) AD(2002.00) 0
 AB8530  ELLIP H (02/10/07)  288.984  (m)                       GP(2002.00)    
 AB8530  NAD 83(1997)-  46 08 33.74287(N)    092 11 05.59065(W) AD(       ) 1
 AB8530  ELLIP H (01/30/03)  289.002  (m)                       GP(       ) 4 1
 AB8530  NAD 83(1991)-  46 08 33.74258(N)    092 11 05.58881(W) AD(       ) 1
 AB8530  ELLIP H (12/09/96)  289.029  (m)                       GP(       ) 4 1
 AB8530  NAVD 88 (12/09/96)  315.4    (m)  GEOID93  model used  GPS OBS        
 AB8530
 AB8530.Superseded values are not recommended for survey control.
 AB8530
 AB8530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8530.See file dsdata.pdf to determine how the superseded data were derived.
 AB8530
 AB8530_MARKER: DD = SURVEY DISK
 AB8530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8530_STAMPING: BLAINE GPS 188 1993
 AB8530_MARK LOGO: WI-013
 AB8530_PROJECTION: FLUSH
 AB8530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8530+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2012
 AB8530
 AB8530  HISTORY     - Date     Condition        Report By
 AB8530  HISTORY     - 1993     MONUMENTED       WI-013
 AB8530  HISTORY     - 20120204 GOOD             WI-013
 AB8530
 AB8530                          STATION DESCRIPTION
 AB8530
 AB8530'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8530'THE STATION IS LOCATED 20.4 KM (12.65 MI) NORTHEAST OF THE VILLAGE OF
 AB8530'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8530'INTERSECT), 4.4 KM (2.75 MI) SOUTHEAST OF THE INTERSECTION OF STATE
 AB8530'TRUNK HIGHWAY 35 AND THE BURNETT AND DOUGLAS COUNTY LINE (WHICH IS .5
 AB8530'MI (0.8 KM) SOUTH OF COZY CORNER, WISCONSIN) IN THE NORTHWEST QUARTER
 AB8530'OF THE NORTHEAST QUARTER, SECTION 12, T42N, R15W, TOWN OF BLAINE.  TO
 AB8530'REACH THE STATION FROM THE INTERSECTION OF STATE TRUNK HIGHWAY 35 AND
 AB8530'THE BURNETT AND DOUGLAS COUNTY LINE GO SOUTH ALONG STATE TRUNK HIGHWAY
 AB8530'35 1.59 KM (1.00 MI) TO BIG MCGRAW ROAD ON LEFT (EAST), GO EAST ALONG
 AB8530'BIG MCGRAW ROAD 4.17 KM (2.60 MI) TO THE STATION LOCATED 20 FEET (6.1
 AB8530'M) SOUTH OF THE ROAD, .2 MI (0.3 KM) WEST OF LEE ROAD, ON THE VERA
 AB8530'WASHINGTON PROPERTY.  FIBERGLASS WITNESS POST SET 4 FEET (1.2 M)
 AB8530'NORTHEAST OF THE STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND
 AB8530'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 AB8530
 AB8530                          STATION RECOVERY (2012)
 AB8530
 AB8530'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 2012 (JET)
 AB8530'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 AB8530'WITH STATE HIGHWAY 77 EAST LOCATED APPROXIMATELY 2 MI (3.2 KM)
 AB8530'NORTHEAST OF THE COMMUNITY OF DANBURY, GO NORTH ON STATE HIGHWAY 35
 AB8530'FOR 10.4 MI (16.7 KM) TO BIG MCGRAW ROAD ON THE RIGHT.  TURN RIGHT AND
 AB8530'GO EAST ON BIG MCGRAW ROAD FOR 1.5 MI (2.4 KM) TO BUCKHORN TRAIL ON
 AB8530'THE LEFT.  CONTINUE EAST ON BIG MCGRAW ROAD FOR 1.08 MI (1.7 KM) TO
 AB8530'THE STATION ON THE RIGHT.
 AB8530'
 AB8530'THE STATION IS A BURNETT COUNTY BENCH MARK DISK SET IN THE TOP OF A 30
 AB8530'CM (12 INCH) DIAMETER CONCRETE POST 6.0 FT (1.8 M) DEEP, FLUSH WITH
 AB8530'THE GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.
 AB8530'
 AB8530'THE STATION IS 7.0 M (23.0 FT) SOUTH OF THE CENTERLINE OF BIG MCGRAW
 AB8530'ROAD, 174 M (570.9 FT) WEST OF THE CENTER OF A PRIVATE DRIVE 3945,
 AB8530'105.9 M (347.4 FT) EAST OF THE SOUTH QUARTER CORNER OF SECTION 1,
 AB8530'102 M (334.6 KM) EAST OF THE CENTER OF A PRIVATE DRIVE 4002 AND
 AB8530'0.6 M (2.0 FT) SOUTH, 1.0 M (3.3 FT) NORTHEAST, 1.0 (3.3 FT)
 AB8530'NORTHWEST OF THREE GREEN METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5888 ***********************************************************************
 DN5888  DESIGNATION -  BLAINE N GPS
 DN5888  PID         -  DN5888
 DN5888  STATE/COUNTY-  WI/BURNETT
 DN5888  COUNTRY     -  US
 DN5888  USGS QUAD   -  DAIRYLAND (2019)
 DN5888
 DN5888                         *CURRENT SURVEY CONTROL
 DN5888  ______________________________________________________________________
 DN5888* NAD 83(2011) POSITION- 46 08 32.99854(N) 092 09 30.67119(W)   ADJUSTED
 DN5888* NAD 83(2011) ELLIP HT-   288.630 (meters)        (04/15/13)   ADJUSTED
 DN5888* NAD 83(2011) EPOCH   -  2010.00
 DN5888* NAVD 88 ORTHO HEIGHT -   315.087 (meters)     1033.75  (feet) ADJUSTED
 DN5888  ______________________________________________________________________
 DN5888  GEOID HEIGHT    -        -26.451 (meters)                     GEOID18
 DN5888  NAD 83(2011) X  -   -166,744.392 (meters)                     COMP
 DN5888  NAD 83(2011) Y  - -4,423,971.363 (meters)                     COMP
 DN5888  NAD 83(2011) Z  -  4,576,444.326 (meters)                     COMP
 DN5888  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 DN5888  DYNAMIC HEIGHT  -        315.121 (meters)     1033.86  (feet) COMP
 DN5888  MODELED GRAVITY -    980,712.0   (mgal)                       NAVD 88
 DN5888
 DN5888  VERT ORDER      -  SECOND    CLASS I
 DN5888
 DN5888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5888  Standards:
 DN5888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5888  -------------------------------------------------------------------
 DN5888  NETWORK    1.34   2.29           0.60   0.48   1.17      0.07532911
 DN5888  -------------------------------------------------------------------
 DN5888  Click here for local accuracies and other accuracy information.
 DN5888
 DN5888.The horizontal coordinates were established by GPS observations
 DN5888.and adjusted by the National Geodetic Survey in April 2013.
 DN5888
 DN5888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5888.been affixed to the stable North American tectonic plate. See 
 DN5888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5888
 DN5888.The horizontal coordinates are valid at the epoch date displayed above
 DN5888.which is a decimal equivalence of Year/Month/Day.
 DN5888
 DN5888.The orthometric height was determined by differential leveling and
 DN5888.adjusted by the WI DEPT OF TRANSP
 DN5888.in May 2012.
 DN5888
 DN5888.No vertical observational check was made to the station.
 DN5888
 DN5888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5888.GEOID18 height accuracy estimate available here.
 DN5888
 DN5888.Click photographs - Photos may exist for this station.
 DN5888
 DN5888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5888
 DN5888.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5888
 DN5888.The ellipsoidal height was determined by GPS observations
 DN5888.and is referenced to NAD 83.
 DN5888
 DN5888.The dynamic height is computed by dividing the NAVD 88
 DN5888.geopotential number by the normal gravity value computed on the
 DN5888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5888.degrees latitude (g = 980.6199 gals.).
 DN5888
 DN5888.The modeled gravity was interpolated from observed gravity values.
 DN5888
 DN5888. The following values were computed from the NAD 83(2011) position.
 DN5888
 DN5888;                    North         East     Units Scale Factor Converg.
 DN5888;SPC WI N     -   110,724.147   433,253.319   MT  0.99994544   -1 33 25.5
 DN5888;SPC WI N     -   363,267.47  1,421,431.93   sFT  0.99994544   -1 33 25.5
 DN5888;UTM  15      - 5,110,224.508   564,990.202   MT  0.99965192   +0 36 24.4
 DN5888
 DN5888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5888!SPC WI N     -   0.99995475  x   0.99994544  =   0.99990020
 DN5888!UTM  15      -   0.99995475  x   0.99965192  =   0.99960669
 DN5888
 DN5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6499010224(NAD 83)
 DN5888
 DN5888                          SUPERSEDED SURVEY CONTROL
 DN5888
 DN5888  NAD 83(2007)-  46 08 32.99860(N)    092 09 30.67179(W) AD(2002.00) 1
 DN5888  ELLIP H (04/06/12)  288.662  (m)                       GP(2002.00) 1 1
 DN5888  NAVD 88             315.09   (m)         1033.8    (f) LEVELING    3  
 DN5888
 DN5888.Superseded values are not recommended for survey control.
 DN5888
 DN5888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5888.See file dsdata.pdf to determine how the superseded data were derived.
 DN5888
 DN5888_MARKER: DD = SURVEY DISK
 DN5888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5888_STAMPING: BLAINE N GPS 2006
 DN5888_MARK LOGO: WIDT
 DN5888_PROJECTION: FLUSH
 DN5888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5888+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2012
 DN5888
 DN5888  HISTORY     - Date     Condition        Report By
 DN5888  HISTORY     - 2005     MONUMENTED       WIDT
 DN5888  HISTORY     - 20120204 GOOD             WIDT
 DN5888
 DN5888                          STATION DESCRIPTION
 DN5888
 DN5888'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5888'THE STATION IS LOCATED 21.7 MI (34.9 KM) SOUTHWEST OF SOLON SPRINGS,
 DN5888'16.1 MI (25.9) WEST-NORTHWEST OF MINONG AND 13.7 MI (22.0 KM)
 DN5888'NORTHEAST OF DANBURY.
 DN5888'
 DN5888'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5888'HIGHWAY 77 EAST APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE COMMUNITY
 DN5888'OF DANBURY, GO NORTH ON STATE HIGHWAY 35 FOR 10.4 MI (16.7 KM) TO BIG
 DN5888'MCGRAW ROAD ON THE RIGHT. TURN RIGHT AND GO EAST ON BIG MCGRAW ROAD
 DN5888'FOR 3.3 MI (5.3 KM) TO MCGRAW LAKE ROAD ON THE LEFT.  CONTINUE EAST ON
 DN5888'BIG MCGRAW ROAD FOR 0.52 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DN5888'
 DN5888'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5888'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 IN)
 DN5888'DIAMETER CONCRETE POST 2.4 M (8.0 FT) DEEP, FLUSH WITH THE GROUND
 DN5888'AND APPROXIMATELY 0.5 M (1.5 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5888'
 DN5888'THE STATION IS 7.4 M (24.3 FT) NORTH OF THE CENTERLINE OF BIG MCGRAW
 DN5888'ROAD 0.22 MI (0.4 KM) WEST OF PERKINS TRAIL, 25.6 M (84.0 FT) WEST OF
 DN5888'POWER POLE 'ECC 172668', 20.1 M (65.9 FT) WEST OF TELEPHONE PEDESTAL
 DN5888''BIMG 3000 12' WITH AN ORANGE 'WARNING' SIGN, 10.9 M (35.8 FT) EAST OF
 DN5888'THE CENTERLINE OF A GATED FIELD ENTRANCE, 2.4 M (7.9 FT) SOUTH OF A
 DN5888'FENCE LINE AND 1.0 M (3.3 FT) EAST AND 1.0 M (3.3 FT) WEST OF TWO
 DN5888'ORANGE 4X4 PLASTIC GUARD POSTS.
 DN5888'
 DN5888'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5888'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7225 ***********************************************************************
 DN7225  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7225  DESIGNATION -  BLAINE SW GPS
 DN7225  PID         -  DN7225
 DN7225  STATE/COUNTY-  WI/BURNETT
 DN7225  COUNTRY     -  US
 DN7225  USGS QUAD   -  DANBURY EAST (2019)
 DN7225
 DN7225                         *CURRENT SURVEY CONTROL
 DN7225  ______________________________________________________________________
 DN7225* NAD 83(2011) POSITION- 46 05 56.64188(N) 092 17 21.88349(W)   ADJUSTED
 DN7225* NAD 83(2011) ELLIP HT-   284.051 (meters)        (04/15/13)   ADJUSTED
 DN7225* NAD 83(2011) EPOCH   -  2010.00
 DN7225* NAVD 88 ORTHO HEIGHT -   310.42  (meters)     1018.4   (feet) GPS OBS
 DN7225  ______________________________________________________________________
 DN7225  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7225  GEOID HEIGHT    -        -26.371 (meters)                     GEOID12A
 DN7225  GEOID HEIGHT    -        -26.367 (meters)                     GEOID18
 DN7225  NAD 83(2011) X  -   -176,989.405 (meters)                     COMP
 DN7225  NAD 83(2011) Y  - -4,427,052.897 (meters)                     COMP
 DN7225  NAD 83(2011) Z  -  4,573,094.621 (meters)                     COMP
 DN7225  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 DN7225
 DN7225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7225  Standards:
 DN7225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7225  -------------------------------------------------------------------
 DN7225  NETWORK    1.10   2.23           0.49   0.40   1.14      0.05089033
 DN7225  -------------------------------------------------------------------
 DN7225  Click here for local accuracies and other accuracy information.
 DN7225
 DN7225.The horizontal coordinates were established by GPS observations
 DN7225.and adjusted by the National Geodetic Survey in April 2013.
 DN7225
 DN7225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7225.been affixed to the stable North American tectonic plate. See 
 DN7225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7225
 DN7225.The horizontal coordinates are valid at the epoch date displayed above
 DN7225.which is a decimal equivalence of Year/Month/Day.
 DN7225
 DN7225.The orthometric height was determined by GPS observations and a
 DN7225.high-resolution geoid model using precise GPS observation and
 DN7225.processing techniques.
 DN7225
 DN7225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7225.GEOID18 height accuracy estimate available here.
 DN7225
 DN7225.Click photographs - Photos may exist for this station.
 DN7225
 DN7225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7225
 DN7225.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7225
 DN7225.The ellipsoidal height was determined by GPS observations
 DN7225.and is referenced to NAD 83.
 DN7225
 DN7225. The following values were computed from the NAD 83(2011) position.
 DN7225
 DN7225;                    North         East     Units Scale Factor Converg.
 DN7225;SPC WI N     -   106,181.866   423,005.419   MT  0.99994606   -1 39 05.5
 DN7225;SPC WI N     -   348,365.01  1,387,810.28   sFT  0.99994606   -1 39 05.5
 DN7225;UTM  15      - 5,105,300.045   554,924.135   MT  0.99963708   +0 30 43.3
 DN7225
 DN7225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7225!SPC WI N     -   0.99995547  x   0.99994606  =   0.99990153
 DN7225!UTM  15      -   0.99995547  x   0.99963708  =   0.99959257
 DN7225
 DN7225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5492405300(NAD 83)
 DN7225
 DN7225                          SUPERSEDED SURVEY CONTROL
 DN7225
 DN7225  NAD 83(2007)-  46 05 56.64202(N)    092 17 21.88416(W) AD(2002.00) 1
 DN7225  ELLIP H (04/06/12)  284.079  (m)                       GP(2002.00) 1 1
 DN7225
 DN7225.Superseded values are not recommended for survey control.
 DN7225
 DN7225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7225.See file dsdata.pdf to determine how the superseded data were derived.
 DN7225
 DN7225_MARKER: DD = SURVEY DISK
 DN7225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7225_STAMPING: BLAINE SW GPS 2006
 DN7225_MARK LOGO: WIDT
 DN7225_PROJECTION: FLUSH
 DN7225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7225+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 DN7225
 DN7225  HISTORY     - Date     Condition        Report By
 DN7225  HISTORY     - 2005     MONUMENTED       WIDT
 DN7225  HISTORY     - 20100720 GOOD             WIDT
 DN7225
 DN7225                          STATION DESCRIPTION
 DN7225
 DN7225'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7225'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN7225'HIGHWAY 77 EAST APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE COMMUNITY
 DN7225'OF DANBURY, GO NORTHEAST ON STATE HIGHWAY 35 FOR 5.2 MI (8.4 KM) TO
 DN7225'COUNTY HIGHWAY H RIGHT AND GOLDSMITH TRAIL LEFT.  CONTINUE NORTH ON
 DN7225'STATE HIGHWAY 35 FOR 0.4 MI (0.6 KM) TO THE BRIDGE OVER THE SAINT
 DN7225'CROIX RIVER AND SOUTH MARKVILLE ROAD LEFT.  CONTINUE NORTH ON STATE
 DN7225'HIGHWAY 35 FOR 2.2 MI (3.5 KM) TO NORTH MARKVILLE ROAD LEFT.  TURN
 DN7225'LEFT AND GO WEST ON NORTH MARKVILLE ROAD FOR 2.80 MI (4.5 KM) TO THE
 DN7225'STATION ON THE RIGHT.
 DN7225'
 DN7225'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7225'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7225'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7225'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7225'6.5 M (21.3 FT) NORTH OF THE CENTERLINE OF NORTH MARKVILLE ROAD, 0.20
 DN7225'MI (0.3 KM) EAST OF STATE LINE ROAD, 26.9 M (88.3 FT) EAST OF POWER
 DN7225'POLE -8-114-, 25.6 M (84.0 FT) WEST OF THE CENTERLINE OF A FIELD
 DN7225'ENTRANCE AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DN7225'SURROUNDING THE STATION.
 DN7225'
 DN7225'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7225'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5373 ***********************************************************************
 DN5373  DESIGNATION -  BLAINE W GPS
 DN5373  PID         -  DN5373
 DN5373  STATE/COUNTY-  WI/BURNETT
 DN5373  COUNTRY     -  US
 DN5373  USGS QUAD   -  WEBB LAKE (2019)
 DN5373
 DN5373                         *CURRENT SURVEY CONTROL
 DN5373  ______________________________________________________________________
 DN5373* NAD 83(2011) POSITION- 46 06 39.52035(N) 092 14 14.84984(W)   ADJUSTED
 DN5373* NAD 83(2011) ELLIP HT-   285.023 (meters)        (04/15/13)   ADJUSTED
 DN5373* NAD 83(2011) EPOCH   -  2010.00
 DN5373* NAVD 88 ORTHO HEIGHT -   311.419 (meters)     1021.71  (feet) ADJUSTED
 DN5373  ______________________________________________________________________
 DN5373  GEOID HEIGHT    -        -26.393 (meters)                     GEOID18
 DN5373  NAD 83(2011) X  -   -172,937.816 (meters)                     COMP
 DN5373  NAD 83(2011) Y  - -4,426,258.895 (meters)                     COMP
 DN5373  NAD 83(2011) Z  -  4,574,013.282 (meters)                     COMP
 DN5373  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 DN5373  DYNAMIC HEIGHT  -        311.453 (meters)     1021.83  (feet) COMP
 DN5373  MODELED GRAVITY -    980,712.7   (mgal)                       NAVD 88
 DN5373
 DN5373  VERT ORDER      -  SECOND    CLASS I
 DN5373
 DN5373  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5373  Standards:
 DN5373         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5373            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5373  -------------------------------------------------------------------
 DN5373  NETWORK    0.92   1.76           0.41   0.34   0.90      0.04887048
 DN5373  -------------------------------------------------------------------
 DN5373  Click here for local accuracies and other accuracy information.
 DN5373
 DN5373.The horizontal coordinates were established by GPS observations
 DN5373.and adjusted by the National Geodetic Survey in April 2013.
 DN5373
 DN5373.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5373.been affixed to the stable North American tectonic plate. See 
 DN5373.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5373
 DN5373.The horizontal coordinates are valid at the epoch date displayed above
 DN5373.which is a decimal equivalence of Year/Month/Day.
 DN5373
 DN5373.The orthometric height was determined by differential leveling and
 DN5373.adjusted by the WI DEPT OF TRANSP
 DN5373.in May 2012.
 DN5373
 DN5373.No vertical observational check was made to the station.
 DN5373
 DN5373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5373.GEOID18 height accuracy estimate available here.
 DN5373
 DN5373.Click photographs - Photos may exist for this station.
 DN5373
 DN5373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5373
 DN5373.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5373
 DN5373.The ellipsoidal height was determined by GPS observations
 DN5373.and is referenced to NAD 83.
 DN5373
 DN5373.The dynamic height is computed by dividing the NAVD 88
 DN5373.geopotential number by the normal gravity value computed on the
 DN5373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5373.degrees latitude (g = 980.6199 gals.).
 DN5373
 DN5373.The modeled gravity was interpolated from observed gravity values.
 DN5373
 DN5373. The following values were computed from the NAD 83(2011) position.
 DN5373
 DN5373;                    North         East     Units Scale Factor Converg.
 DN5373;SPC WI N     -   107,390.721   427,058.183   MT  0.99994583   -1 36 50.5
 DN5373;SPC WI N     -   352,331.06  1,401,106.72   sFT  0.99994583   -1 36 50.5
 DN5373;UTM  15      - 5,106,660.623   558,927.146   MT  0.99964269   +0 32 58.4
 DN5373
 DN5373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5373!SPC WI N     -   0.99995532  x   0.99994583  =   0.99990115
 DN5373!UTM  15      -   0.99995532  x   0.99964269  =   0.99959803
 DN5373
 DN5373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5892706660(NAD 83)
 DN5373
 DN5373                          SUPERSEDED SURVEY CONTROL
 DN5373
 DN5373  NAD 83(2007)-  46 06 39.52048(N)    092 14 14.85049(W) AD(2002.00) 1
 DN5373  ELLIP H (04/06/12)  285.052  (m)                       GP(2002.00) 1 1
 DN5373  NAVD 88             311.42   (m)         1021.7    (f) LEVELING    3  
 DN5373
 DN5373.Superseded values are not recommended for survey control.
 DN5373
 DN5373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5373.See file dsdata.pdf to determine how the superseded data were derived.
 DN5373
 DN5373_MARKER: DD = SURVEY DISK
 DN5373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5373_STAMPING: BLAINE W GPS 2006
 DN5373_MARK LOGO: WIDT
 DN5373_PROJECTION: FLUSH
 DN5373_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5373+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2012
 DN5373
 DN5373  HISTORY     - Date     Condition        Report By
 DN5373  HISTORY     - 2005     MONUMENTED       WIDT
 DN5373  HISTORY     - 20100720 GOOD             WIDT
 DN5373  HISTORY     - 20120204 GOOD             WIDT
 DN5373
 DN5373                          STATION DESCRIPTION
 DN5373
 DN5373'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5373'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5373'HIGHWAY 77 EAST APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE COMMUNITY
 DN5373'OF DANBURY, GO NORTHEAST ON STATE HIGHWAY 35 FOR 5.2 MI (8.4 KM) TO
 DN5373'COUNTY HIGHWAY H RIGHT AND GOLDSMITH TRAIL LEFT.  CONTINUE NORTH ON
 DN5373'STATE HIGHWAY 35 FOR 0.4 MI (0.6 KM) TO THE BRIDGE OVER THE SAINT
 DN5373'CROIX RIVER AND SOUTH MARKVILLE ROAD LEFT.  CONTINUE NORTH ON STATE
 DN5373'HIGHWAY 35 FOR 2.5 MI (4.0 KM) TO SAINT CROIX TRAIL RIGHT.  CONTINUE
 DN5373'NORTH ON STATE HIGHWAY 35 FOR 65 M (213.3 FT) TO THE STATION ON THE
 DN5373'RIGHT.
 DN5373'
 DN5373'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5373'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM
 DN5373'(16 INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH
 DN5373'THE GROUND AND APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 DN5373'PAVEMENT.
 DN5373'
 DN5373'THE STATION IS 19.0 M (62.3 FT) EAST OF THE CENTERLINE OF STATE
 DN5373'HIGHWAY 35, 65.5 M (214.9 FT) NORTH OF THE CENTERLINE OF SAINT CROIX
 DN5373'TRAIL, 15.0 M (49.2 FT) SOUTHEAST OF AN -ADOPT-A-HIGHWAY- WOODEN SIGN
 DN5373'POST, 11.5 M (37.7 FT) SOUTH-SOUTHWEST OF A METAL RIGHT-OF-WAY POST
 DN5373'AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DN5373'SURROUNDING THE STATION.
 DN5373'
 DN5373'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DN5373'DEGREES ABOVE THE HORIZON.
 DN5373
 DN5373                          STATION RECOVERY (2012)
 DN5373
 DN5373'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DN5373'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0695 ***********************************************************************
 PO0695  DESIGNATION -  BLAIR
 PO0695  PID         -  PO0695
 PO0695  STATE/COUNTY-  WI/TREMPEALEAU
 PO0695  COUNTRY     -  US
 PO0695  USGS QUAD   -  WHITEHALL (2018)
 PO0695
 PO0695                         *CURRENT SURVEY CONTROL
 PO0695  ______________________________________________________________________
 PO0695* NAD 83(1996) POSITION- 44 18 51.17773(N) 091 15 13.67053(W)   ADJUSTED
 PO0695* NAVD 88 ORTHO HEIGHT -   334.1   (meters)     1096.    (feet) VERTCON3
 PO0695  ______________________________________________________________________
 PO0695  GEOID HEIGHT    -        -31.546 (meters)                     GEOID18
 PO0695  LAPLACE CORR    -         -7.45  (seconds)                    DEFLEC18
 PO0695  HORZ ORDER      -  SECOND
 PO0695
 PO0695.The horizontal coordinates were established by classical geodetic methods
 PO0695.and adjusted by the National Geodetic Survey in March 1999.
 PO0695
 PO0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0695
 PO0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0695.GEOID18 height accuracy estimate available here.
 PO0695
 PO0695.Click photographs - Photos may exist for this station.
 PO0695
 PO0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0695
 PO0695. The following values were computed from the NAD 83(1996) position.
 PO0695
 PO0695;                    North         East     Units Scale Factor Converg.
 PO0695;SPC WI C     -    54,207.042   499,975.053   MT  0.99998848   -0 53 04.7
 PO0695;SPC WI C     -   177,844.27  1,640,334.82   sFT  0.99998848   -0 53 04.7
 PO0695;UTM  15      - 4,908,255.812   639,259.823   MT  0.99983851   +1 13 12.3
 PO0695
 PO0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0695!SPC WI C     -   0.99995256  x   0.99998848  =   0.99994104
 PO0695!UTM  15      -   0.99995256  x   0.99983851  =   0.99979108
 PO0695
 PO0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3925908255(NAD 83)
 PO0695
 PO0695|---------------------------------------------------------------------|
 PO0695| PID    Reference Object                     Distance      Geod. Az  |
 PO0695|                                                           dddmmss.s |
 PO0695| CJ4297 BLAIR RM 1                           39.374 METERS 22713     |
 PO0695| CJ4298 BLAIR RM 2                           30.569 METERS 29156     |
 PO0695|---------------------------------------------------------------------|
 PO0695
 PO0695                          SUPERSEDED SURVEY CONTROL
 PO0695
 PO0695  NAD 83(1991)-  44 18 51.17752(N)    091 15 13.67189(W) AD(       ) 2
 PO0695  NAD 83(1986)-  44 18 51.17178(N)    091 15 13.68163(W) AD(       ) 2
 PO0695  NAD 27      -  44 18 51.32172(N)    091 15 13.09177(W) AD(       ) 2
 PO0695  NGVD 29 (07/19/86)  334.1    (m)         1096.     (f) VERT ANG       
 PO0695
 PO0695.Superseded values are not recommended for survey control.
 PO0695
 PO0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0695.See file dsdata.pdf to determine how the superseded data were derived.
 PO0695
 PO0695_MARKER: DD = SURVEY DISK
 PO0695_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PO0695_STAMPING: BLAIR 1967
 PO0695_MARK LOGO: USGS
 PO0695_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0695
 PO0695  HISTORY     - Date     Condition        Report By
 PO0695  HISTORY     - 1967     MONUMENTED       USGS
 PO0695
 PO0695                          STATION DESCRIPTION
 PO0695
 PO0695'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0695'STATION IS LOCATED ABOUT 1.25 MI N. AND 1.5 MI W. OF BLAIR, ABOUT
 PO0695'0.1 MI E. OF CENTER OF SEC. 8, T. 21 N., R. 7 W., ON TOP OF HIGH
 PO0695'BARE RIDGE IN CULTIVATED FIELD, ON LAND BELONGING TO MR. THORVALD
 PO0695'NYBERG AND ABOUT 0.4 MI S. OF MR. NYBERGS HOUSE.
 PO0695'
 PO0695'TO REACH THE STATION FROM THE BLAIR POST OFFICE, GO ONE BLOCK
 PO0695'N. TO CO. HWY. S AND MAIN ST., TURN LEFT AND GO W. TO JCT. WITH
 PO0695'STATE HWY. 95, TURN RIGHT ON HWY. 95 AND GO N. 0.45 MI TO A CURVE
 PO0695'AND JCT. OF A BLACKTOP RD. NW., TURN LEFT ON BLACKTOP RD. AND GO
 PO0695'NW. FOR 3.0 MI. TO JCT. OF A GRAVEL RD. E., TURN RIGHT ON GRAVEL
 PO0695'RD. AND GO E. FOR 1.25 MI TO MR. NYBERGS RESIDENCE, ON THE
 PO0695'RIGHT, TAKE TRACK RD. AT E. SIDE OF HOUSE AND GO S. UPHILL ON
 PO0695'WINDING RD. FOR 0.6 MI TO TOP OF HILL AND STATION.
 PO0695'
 PO0695'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BLAIR
 PO0695'1967 CRIMPED ON 10 FT LENGTHS OF COPPER WELD ROD DRIVEN INTO
 PO0695'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 PO0695'
 PO0695'STATION MARK IS ON HIGHEST POINT NEAR W. END OF HILL, 102 FT
 PO0695'E. OF A 30 IN. OAK TREE, WHICH IS AT A FENCE COR., 107 FT NE. OF
 PO0695'NE. COR. OF A DILAPIDATED SHED, 121 FT E.-NE. OF N. ONE OF THREE
 PO0695'EVERGREEN TREES AND 14 IN. BELOW GROUND.
 PO0695'
 PO0695'REFERENCE MARK NO. 1 IS SW. OF STATION, 39.374 M. (129.18 FT)
 PO0695'DIRECTLY BETWEEN TWO 30 IN. OAK TREES, 7 FT SE. OF ONE TREE AND 6
 PO0695'FT NW. OF THE OTHER TREE, 27 FT W. OF A TRACK RD., 11 FT S. OF A
 PO0695'DILAPIDATED SHED, 1 FT NE. OF A METAL WITNESS POST AND FLUSH
 PO0695'WITH GROUND.
 PO0695'
 PO0695'REFERENCE MARK NO. 2 IS W.-NW. OF STATION, 30.569 M. (100.29 FT),
 PO0695'21 FT W. OF A TRACK RD., 6 FT NE. OF A 30 IN. OAK TREE, 1 FT E. OF
 PO0695'A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 PO0695'
 PO0695'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5228 ***********************************************************************
 DH5228  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5228  DESIGNATION -  BLANCHARDVILLE GPS
 DH5228  PID         -  DH5228
 DH5228  STATE/COUNTY-  WI/LAFAYETTE
 DH5228  COUNTRY     -  US
 DH5228  USGS QUAD   -  YELLOWSTONE LAKE (2018)
 DH5228
 DH5228                         *CURRENT SURVEY CONTROL
 DH5228  ______________________________________________________________________
 DH5228* NAD 83(2011) POSITION- 42 48 34.56092(N) 089 53 19.90988(W)   ADJUSTED
 DH5228* NAD 83(2011) ELLIP HT-   287.852 (meters)        (06/27/12)   ADJUSTED
 DH5228* NAD 83(2011) EPOCH   -  2010.00
 DH5228* NAVD 88 ORTHO HEIGHT -   321.62  (meters)     1055.2   (feet) GPS OBS
 DH5228  ______________________________________________________________________
 DH5228  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5228  GEOID HEIGHT    -        -33.768 (meters)                     GEOID12A
 DH5228  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 DH5228  NAD 83(2011) X  -      9,090.484 (meters)                     COMP
 DH5228  NAD 83(2011) Y  - -4,686,555.345 (meters)                     COMP
 DH5228  NAD 83(2011) Z  -  4,312,204.077 (meters)                     COMP
 DH5228  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 DH5228
 DH5228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5228  Standards:
 DH5228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5228  -------------------------------------------------------------------
 DH5228  NETWORK    0.22   0.33           0.10   0.08   0.17      0.03029434
 DH5228  -------------------------------------------------------------------
 DH5228  Click here for local accuracies and other accuracy information.
 DH5228
 DH5228.The horizontal coordinates were established by GPS observations
 DH5228.and adjusted by the National Geodetic Survey in June 2012.
 DH5228
 DH5228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5228.been affixed to the stable North American tectonic plate. See 
 DH5228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5228
 DH5228.The horizontal coordinates are valid at the epoch date displayed above
 DH5228.which is a decimal equivalence of Year/Month/Day.
 DH5228
 DH5228.The orthometric height was determined by GPS observations and a
 DH5228.high-resolution geoid model using precise GPS observation and
 DH5228.processing techniques.
 DH5228
 DH5228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5228.GEOID18 height accuracy estimate available here.
 DH5228
 DH5228.Click photographs - Photos may exist for this station.
 DH5228
 DH5228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5228
 DH5228.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5228
 DH5228.The ellipsoidal height was determined by GPS observations
 DH5228.and is referenced to NAD 83.
 DH5228
 DH5228. The following values were computed from the NAD 83(2011) position.
 DH5228
 DH5228;                    North         East     Units Scale Factor Converg.
 DH5228;SPC WI S     -    89,945.532   609,089.945   MT  0.99998550   +0 04 34.9
 DH5228;SPC WI S     -   295,096.30  1,998,322.59   sFT  0.99998550   +0 04 34.9
 DH5228;UTM  16      - 4,743,719.925   263,799.922   MT  1.00028642   -1 57 50.7
 DH5228
 DH5228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5228!SPC WI S     -   0.99995486  x   0.99998550  =   0.99994036
 DH5228!UTM  16      -   0.99995486  x   1.00028642  =   1.00024127
 DH5228
 DH5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6379943719(NAD 83)
 DH5228
 DH5228                          SUPERSEDED SURVEY CONTROL
 DH5228
 DH5228  NAD 83(2007)-  42 48 34.56100(N)    089 53 19.91079(W) AD(2002.00) 0
 DH5228  ELLIP H (02/10/07)  287.882  (m)                       GP(2002.00)    
 DH5228  NAD 83(1997)-  42 48 34.56080(N)    089 53 19.91107(W) AD(       ) 1
 DH5228  ELLIP H (08/01/05)  287.889  (m)                       GP(       ) 2 1
 DH5228  NAVD 88 (07/26/07)  321.59   (m)  GEOID03  model used  GPS OBS        
 DH5228
 DH5228.Superseded values are not recommended for survey control.
 DH5228
 DH5228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5228.See file dsdata.pdf to determine how the superseded data were derived.
 DH5228
 DH5228_MARKER: DD = SURVEY DISK
 DH5228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5228_STAMPING: BLANCHARDVILLE GPS 2004
 DH5228_MARK LOGO: WIDT
 DH5228_PROJECTION: FLUSH
 DH5228_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5228+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2007
 DH5228
 DH5228  HISTORY     - Date     Condition        Report By
 DH5228  HISTORY     - 2003     MONUMENTED       WIDT
 DH5228  HISTORY     - 20070924 GOOD             WIDT
 DH5228
 DH5228                          STATION DESCRIPTION
 DH5228
 DH5228'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5228'OWNERSHIP--LAFAYETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5228'OF COUNTY  HIGHWAY F WITH STATE HIGHWAY 78 AT THE INTERSECTION OF
 DH5228'SCHOOL STREET WITH MAIN STREET  IN THE VILLAGE OF BLANCHARDVILLE, GO
 DH5228'WESTERLY ON COUNTY HIGHWAY F (SCHOOL STREET) FOR  0.9 MI TO OLD Q ROAD
 DH5228'ON THE LEFT, CONTINUE WESTERLY ON COUNTY HIGHWAY F FOR 0.55 MI TO  THE
 DH5228'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5228'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5228'A 41-CM  DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5228'THE STATION IS 8.2 M  SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY F, 16
 DH5228'M EAST OF THE EXTENDED CENTERLINE OF  PRIVATE ENTRANCE --3786-- , 1.0
 DH5228'M SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M  SOUTHWEST
 DH5228'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5228'VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5228'HORIZON.
 DH5228
 DH5228                          STATION RECOVERY (2007)
 DH5228
 DH5228'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0215 ***********************************************************************
 PM0215  DESIGNATION -  BLAZES
 PM0215  PID         -  PM0215
 PM0215  STATE/COUNTY-  WI/OCONTO
 PM0215  COUNTRY     -  US
 PM0215  USGS QUAD   -  OCONTO EAST (2018)
 PM0215
 PM0215                         *CURRENT SURVEY CONTROL
 PM0215  ______________________________________________________________________
 PM0215* NAD 83(1986) POSITION- 44 53 38.     (N) 087 50 15.     (W)   SCALED
 PM0215* NAVD 88 ORTHO HEIGHT -   177.051 (meters)      580.87  (feet) ADJUSTED
 PM0215  ______________________________________________________________________
 PM0215  GEOID HEIGHT    -        -36.572 (meters)                     GEOID18
 PM0215  DYNAMIC HEIGHT  -        177.035 (meters)      580.82  (feet) COMP
 PM0215  MODELED GRAVITY -    980,521.8   (mgal)                       NAVD 88
 PM0215
 PM0215  VERT ORDER      -  FIRST     CLASS 0
 PM0215
 PM0215.The horizontal coordinates were scaled from a map and have
 PM0215.an estimated accuracy of +/- 6 seconds.
 PM0215
 PM0215.The orthometric height was determined by differential leveling and
 PM0215.adjusted by the NATIONAL GEODETIC SURVEY
 PM0215.in June 1991.
 PM0215
 PM0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0215.GEOID18 height accuracy estimate available here.
 PM0215
 PM0215.Click photographs - Photos may exist for this station.
 PM0215
 PM0215.The dynamic height is computed by dividing the NAVD 88
 PM0215.geopotential number by the normal gravity value computed on the
 PM0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0215.degrees latitude (g = 980.6199 gals.).
 PM0215
 PM0215.The modeled gravity was interpolated from observed gravity values.
 PM0215
 PM0215;                    North         East    Units  Estimated Accuracy
 PM0215;SPC WI C     -   120,120.      770,790.      MT  (+/- 180 meters Scaled)
 PM0215
 PM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ338715(NAD 83)
 PM0215
 PM0215                          SUPERSEDED SURVEY CONTROL
 PM0215
 PM0215.No superseded survey control is available for this station.
 PM0215
 PM0215_MARKER: Z = SEE DESCRIPTION
 PM0215_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0215
 PM0215  HISTORY     - Date     Condition        Report By
 PM0215  HISTORY     - UNK      MONUMENTED       USLS
 PM0215  HISTORY     - 1972     GOOD             NGS
 PM0215  HISTORY     - 19901103 MARK NOT FOUND   USPSQD
 PM0215  HISTORY     - 20051212 MARK NOT FOUND   WIDT
 PM0215
 PM0215                          STATION DESCRIPTION
 PM0215
 PM0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0215'1.6 MI E FROM OCONTO.
 PM0215'ABOUT 0.6 MILE EAST ALONG MAIN STREET FROM THE CITY HALL AT OCONTO,
 PM0215'THENCE 0.75 MILE NORTHEASTERLY ALONG HARBOR ROAD, THENCE 0.25 MILE
 PM0215'EAST ALONG HARBOR ROAD, ABOUT 55 YARDS EAST OF THE EAST END OF A
 PM0215'CURVE, 70 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED
 PM0215'DRIVEWAY LEADING SOUTH, THE DRIVEWAY HAS A 1 1/2 FOOT HIGH STONE WALL
 PM0215'ALONG ITS WEST SIDE, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17
 PM0215'FEET SOUTHEAST OF A 14 INCH WILLOW TREE, 1 1/2 FEET BELOW THE LEVEL OF
 PM0215'THE ROAD, THE TOP OF AN IRON ROD THAT PROJECTS 1 INCH ABOVE THE LEVEL
 PM0215'OF THE GROUND AND DRIVEN TO A DEPTH OF 11 FEET.  SECTION 16, T 28N, R
 PM0215'22E.
 PM0215
 PM0215                          STATION RECOVERY (1990)
 PM0215
 PM0215'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCH)
 PM0215'MARK NOT FOUND.
 PM0215
 PM0215                          STATION RECOVERY (2005)
 PM0215
 PM0215'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0215'MARK NOT FOUND. -ADD--THE STONE WALL ALONG THE DRIVEWAY LEADING SOUTH
 PM0215'IS EITHER BURIED OR GONE. THE WILLOW TREE IS EITHER GONE OR THE TREE
 PM0215'SPECIES WAS MISINTERPRETED. THE AREA OF THE MONUMENT WAS FILLED AND
 PM0215'REGRADED. SEARCHED THE AREA USING A MAGNETIC METAL DETECTOR BUT FOUND
 PM0215'NO SIGNIFICANT RING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0512 ***********************************************************************
 PN0512  DESIGNATION -  BLOCK
 PN0512  PID         -  PN0512
 PN0512  STATE/COUNTY-  WI/WOOD
 PN0512  COUNTRY     -  US
 PN0512  USGS QUAD   -  WISCONSIN RAPIDS NORTH (2018)
 PN0512
 PN0512                         *CURRENT SURVEY CONTROL
 PN0512  ______________________________________________________________________
 PN0512* NAD 83(1991) POSITION- 44 23 04.53068(N) 089 50 47.41162(W)   ADJUSTED
 PN0512* NAVD 88 ORTHO HEIGHT -   304.080 (meters)      997.64  (feet) ADJUSTED
 PN0512  ______________________________________________________________________
 PN0512  GEOID HEIGHT    -        -35.240 (meters)                     GEOID18
 PN0512  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 PN0512  DYNAMIC HEIGHT  -        304.026 (meters)      997.46  (feet) COMP
 PN0512  MODELED GRAVITY -    980,433.8   (mgal)                       NAVD 88
 PN0512
 PN0512  HORZ ORDER      -  FIRST
 PN0512  VERT ORDER      -  FIRST     CLASS II
 PN0512
 PN0512.The horizontal coordinates were established by classical geodetic methods
 PN0512.and adjusted by the National Geodetic Survey in November 1991.
 PN0512
 PN0512.The orthometric height was determined by differential leveling and
 PN0512.adjusted by the NATIONAL GEODETIC SURVEY
 PN0512.in June 1991.
 PN0512
 PN0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0512.GEOID18 height accuracy estimate available here.
 PN0512
 PN0512.Click photographs - Photos may exist for this station.
 PN0512
 PN0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0512
 PN0512.The dynamic height is computed by dividing the NAVD 88
 PN0512.geopotential number by the normal gravity value computed on the
 PN0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0512.degrees latitude (g = 980.6199 gals.).
 PN0512
 PN0512.The modeled gravity was interpolated from observed gravity values.
 PN0512
 PN0512. The following values were computed from the NAD 83(1991) position.
 PN0512
 PN0512;                    North         East     Units Scale Factor Converg.
 PN0512;SPC WI C     -    61,266.352   612,231.302   MT  0.99997728   +0 06 29.9
 PN0512;SPC WI C     -   201,004.69  2,008,628.86   sFT  0.99997728   +0 06 29.9
 PN0512;UTM  16      - 4,918,531.324   273,261.338   MT  1.00023229   -1 59 30.8
 PN0512
 PN0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0512!SPC WI C     -   0.99995785  x   0.99997728  =   0.99993513
 PN0512!UTM  16      -   0.99995785  x   1.00023229  =   1.00019013
 PN0512
 PN0512:                Primary Azimuth Mark                     Grid Az
 PN0512:SPC WI C     -  SPUR                                     214 56 52.9
 PN0512:UTM  16      -  SPUR                                     217 02 53.6
 PN0512
 PN0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7326118531(NAD 83)
 PN0512
 PN0512|---------------------------------------------------------------------|
 PN0512| PID    Reference Object                     Distance      Geod. Az  |
 PN0512|                                                           dddmmss.s |
 PN0512| PN0513 BLOCK RM 1                           32.854 METERS 05806     |
 PN0512| PN0514 BLOCK RM 2                           10.975 METERS 12614     |
 PN0512| PN0515 SPUR                                APPROX. 2.6 KM 2150322.8 |
 PN0512|---------------------------------------------------------------------|
 PN0512
 PN0512                          SUPERSEDED SURVEY CONTROL
 PN0512
 PN0512  NAD 83(1986)-  44 23 04.52798(N)    089 50 47.41877(W) AD(       ) 1
 PN0512  NAD 27      -  44 23 04.65749(N)    089 50 46.98180(W) AD(       ) 1
 PN0512  NGVD 29 (??/??/92)  304.101  (m)          997.70   (f) ADJ UNCH    1 2
 PN0512  NGVD 29             304.10   (m)          997.7    (f) LEVELING    3  
 PN0512
 PN0512.Superseded values are not recommended for survey control.
 PN0512
 PN0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0512.See file dsdata.pdf to determine how the superseded data were derived.
 PN0512
 PN0512_MARKER: DE = TRAVERSE STATION DISK
 PN0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0512_SP_SET: CONCRETE BLOCK
 PN0512_STAMPING: BLOCK 1926
 PN0512_MARK LOGO: CGS
 PN0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0512+STABILITY: SURFACE MOTION
 PN0512
 PN0512  HISTORY     - Date     Condition        Report By
 PN0512  HISTORY     - 1926     MONUMENTED       CGS
 PN0512  HISTORY     - 1930     GOOD             CGS
 PN0512  HISTORY     - 1930     MARK NOT FOUND   CGS
 PN0512  HISTORY     - 1935     GOOD             CGS
 PN0512  HISTORY     - 1966     MARK NOT FOUND   USGS
 PN0512  HISTORY     - 1973     GOOD             NGS
 PN0512  HISTORY     - 1977     GOOD             LOCENG
 PN0512  HISTORY     - 1980     GOOD             NGS
 PN0512  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0512  HISTORY     - 20030212 MARK NOT FOUND   WIDT
 PN0512
 PN0512                          STATION DESCRIPTION
 PN0512
 PN0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0512'STATION IS ABOUT 1-1/4 MILES S OF THE CHICAGO, MILWAUKEE, ST.
 PN0512'PAUL AND PACIFIC RAILROAD DEPOT AT WISCONSIN RAPIDS, ON THE POINT
 PN0512'OF INTERSECTION OF THE W RAIL FROM THE N AND THE W RAIL FROM
 PN0512'THE S.  STATION IS JUST E OF A CEMENT BLOCK FACTORY WHICH IS
 PN0512'ON ROAD THAT RUNS JUST N OF THE CAMP GROUND AT WISCONSIN RAPIDS.
 PN0512'
 PN0512'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 PN0512'IN CONCRETE.
 PN0512
 PN0512                          STATION RECOVERY (1930)
 PN0512
 PN0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0512'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION SHOULD
 PN0512'READ 1 MILE S OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PN0512'DEPOT AT WISCONSIN RAPIDS INSTEAD OF ABOUT 1-1/4 MILES S OF THE
 PN0512'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD DEPOT AT
 PN0512'WISCONSIN RAPIDS, OTHERWISE DESCRIPTION IS ADEQUATE.
 PN0512
 PN0512                          STATION RECOVERY (1930)
 PN0512
 PN0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0512'1.1 MI S FROM WISCONSIN RAPIDS.
 PN0512'ON THE CHICAGO, MILWAUKEE, AND ST. PAUL RAILROAD, 1.11 MILES
 PN0512'SOUTH OF THE DEPOT OF THE ABOVE RAILROAD IN WISCONSIN RAPIDS,
 PN0512'ON THE P.I. OF THE WEST RAIL FROM THE NORTH AND WEST RAIL FROM
 PN0512'THE SOUTH.  MARK IS JUST EAST OF AN OLD CEMENT BLOCK FACTORY,
 PN0512'STANDARD TRAVERSE STATION DISC SET IN CONCRETE MONUMENT.
 PN0512
 PN0512                          STATION RECOVERY (1935)
 PN0512
 PN0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 PN0512'MARK FOUND IN GOOD CONDITION.
 PN0512'
 PN0512'CEMENT BLOCK FACTORY HAS BEEN TORN DOWN.  MARK IS ON THE FIRST
 PN0512'CURVE S OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PN0512'RAILROAD STATION.
 PN0512
 PN0512                          STATION RECOVERY (1966)
 PN0512
 PN0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PN0512'MARK NOT FOUND.
 PN0512
 PN0512                          STATION RECOVERY (1973)
 PN0512
 PN0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PN0512'THE STATION MARK WAS FOUND AFTER A LONG SEARCH USING THE DISTANCE
 PN0512'FROM STATION SPUR 1926 AND TANGENTS OF THE RAILROAD TRACKS.
 PN0512'REFERENCE MARKS 1 AND 2 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 PN0512'
 PN0512'THE STATION IS 173 FEET NORTHEAST OF SWITCH FOR RAILROAD
 PN0512'SIDETRACK, 739 FEET SOUTHWEST OF THE CENTERLINE OF 17TH AVE.
 PN0512'SOUTH, 110 FEET SOUTHWEST OF A TELEPHONE POLE, 108 FEET SOUTHWEST
 PN0512'OF A METAL WITNESS POST, 11 FEET NORTHWEST OF NORTHWEST AND
 PN0512'OUTER RAIL OF MAIN TRACK, 2 FEET NORTHWEST OF RAIL OF SIDE TRACK,
 PN0512'3 FEET SOUTHEAST OF RAIL OF SIDETRACK AND BETWEEN THE RAILS OF
 PN0512'THE SIDETRACK.  THE MONUMENT IS 2 FEET UNDER GROUND AND THE
 PN0512'DISK IS STAMPED BLOCK 1926.
 PN0512'
 PN0512'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH 2ND AVE.
 PN0512'AND 17TH AVE. SOUTH, GO NORTH ON 17TH AVE FOR 0.45 MILE TO
 PN0512'RAILROAD CROSSING AND THE STATION AS DESCRIBED.
 PN0512'
 PN0512'REFERENCE MARK 1 IS 19 FEET SOUTHEAST OF THE NORTHEAST RAIL
 PN0512'OF RAILROAD, 1 FOOT NORTHEAST OF A METAL WITNESS POST
 PN0512'AND 8 FEET NORTHWEST OF A TELEPHONE POLE.  THE MONUMENT
 PN0512'PROJECTS 2 INCHES AND THE DISK IS STAMPED BLOCK 1926 NO 1
 PN0512'1973.
 PN0512'
 PN0512'REFERENCE MARK 2 IS 20 FEET SOUTHEAST OF THE NORTHEAST RAIL
 PN0512'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE MONUMENT
 PN0512'PROJECTS 4 INCHES AND THE DISK IS STAMPED BLOCK 1926 NO 2 1973.
 PN0512'
 PN0512'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PN0512'
 PN0512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WISCONSIN
 PN0512'RAPIDS
 PN0512
 PN0512                          STATION RECOVERY (1977)
 PN0512
 PN0512'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 PN0512'RECOVERED IN GOOD CONDITION.
 PN0512
 PN0512                          STATION RECOVERY (1980)
 PN0512
 PN0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 PN0512'STATION MARK, RM 1, AND RM 2 WERE RECOVERED AS DESCRIBED BY C. L.
 PN0512'NOVAK IN 1973.
 PN0512'
 PN0512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WISCONSIN
 PN0512'RAPIDS.
 PN0512
 PN0512                          STATION RECOVERY (1985)
 PN0512
 PN0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0512'MARK NOT FOUND.
 PN0512
 PN0512                          STATION RECOVERY (2003)
 PN0512
 PN0512'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0512'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0513 ***********************************************************************
 PN0513  DESIGNATION -  BLOCK RM 1
 PN0513  PID         -  PN0513
 PN0513  STATE/COUNTY-  WI/WOOD
 PN0513  COUNTRY     -  US
 PN0513  USGS QUAD   -  WISCONSIN RAPIDS NORTH (2018)
 PN0513
 PN0513                         *CURRENT SURVEY CONTROL
 PN0513  ______________________________________________________________________
 PN0513* NAD 83(1986) POSITION- 44 23 05.09   (N) 089 50 46.15   (W)   HD_HELD1
 PN0513* NAVD 88 ORTHO HEIGHT -   304.15  (+/-2cm)      997.9   (feet) VERTCON3
 PN0513  ______________________________________________________________________
 PN0513  GEOID HEIGHT    -        -35.241 (meters)                     GEOID18
 PN0513  VERT ORDER      -  THIRD (See Below)
 PN0513
 PN0513.The horizontal coordinates were determined by differentially corrected
 PN0513.hand held GPS observations or other comparable positioning techniques
 PN0513.and have an estimated accuracy of +/- 3 meters.
 PN0513
 PN0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN0513
 PN0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0513.GEOID18 height accuracy estimate available here.
 PN0513
 PN0513.The vertical order pertains to the NGVD 29 superseded value.
 PN0513
 PN0513.Click photographs - Photos may exist for this station.
 PN0513
 PN0513;                    North         East    Units  Estimated Accuracy
 PN0513;SPC WI C     -    61,283.7     612,259.2     MT  (+/- 3 meters HH1 GPS) 
 PN0513
 PN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7328918547(NAD 83)
 PN0513
 PN0513                          SUPERSEDED SURVEY CONTROL
 PN0513
 PN0513  NGVD 29 (07/09/15)  304.16   (m)          997.9    (f) RESET       3  
 PN0513
 PN0513.Superseded values are not recommended for survey control.
 PN0513
 PN0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0513.See file dsdata.pdf to determine how the superseded data were derived.
 PN0513
 PN0513_MARKER: DR = REFERENCE MARK DISK
 PN0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0513_STAMPING: BLOCK 1926 NO 1 1973
 PN0513_MARK LOGO: NGS
 PN0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0513+STABILITY: SURFACE MOTION
 PN0513
 PN0513  HISTORY     - Date     Condition        Report By
 PN0513  HISTORY     - 1973     MONUMENTED       NGS
 PN0513  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0513
 PN0513                          STATION DESCRIPTION
 PN0513
 PN0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PN0513'AT WISCONSIN RAPIDS.
 PN0513'ABOUT 725 FEET SOUTHWEST OF THE CENTERLINE OF 17 AVE SOUTH AT
 PN0513'THE CROSSING OF THE MILWAUKEE RAILROAD, 19 FEET SOUTHEAST OF THE
 PN0513'NORTHEAST RAIL OF RAILROAD, 1 FOOT NORTHEAST OF A METAL WITNESS
 PN0513'POST, 8 FEET NORTHWEST OF A METAL WITNESS POST AND SET IN THE
 PN0513'TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 PN0513
 PN0513                          STATION RECOVERY (1985)
 PN0513
 PN0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0513'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0514 ***********************************************************************
 PN0514  DESIGNATION -  BLOCK RM 2
 PN0514  PID         -  PN0514
 PN0514  STATE/COUNTY-  WI/WOOD
 PN0514  COUNTRY     -  US
 PN0514  USGS QUAD   -  WISCONSIN RAPIDS NORTH (2018)
 PN0514
 PN0514                         *CURRENT SURVEY CONTROL
 PN0514  ______________________________________________________________________
 PN0514* NAD 83(1986) POSITION- 44 23 04.32   (N) 089 50 47.01   (W)   HD_HELD1
 PN0514* NAVD 88 ORTHO HEIGHT -   304.04  (+/-2cm)      997.5   (feet) VERTCON3
 PN0514  ______________________________________________________________________
 PN0514  GEOID HEIGHT    -        -35.240 (meters)                     GEOID18
 PN0514  VERT ORDER      -  THIRD (See Below)
 PN0514
 PN0514.The horizontal coordinates were determined by differentially corrected
 PN0514.hand held GPS observations or other comparable positioning techniques
 PN0514.and have an estimated accuracy of +/- 3 meters.
 PN0514
 PN0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN0514
 PN0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0514.GEOID18 height accuracy estimate available here.
 PN0514
 PN0514.The vertical order pertains to the NGVD 29 superseded value.
 PN0514
 PN0514.Click photographs - Photos may exist for this station.
 PN0514
 PN0514;                    North         East    Units  Estimated Accuracy
 PN0514;SPC WI C     -    61,259.9     612,240.2     MT  (+/- 3 meters HH1 GPS) 
 PN0514
 PN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7326918524(NAD 83)
 PN0514
 PN0514                          SUPERSEDED SURVEY CONTROL
 PN0514
 PN0514  NGVD 29 (07/09/15)  304.06   (m)          997.6    (f) RESET       3  
 PN0514
 PN0514.Superseded values are not recommended for survey control.
 PN0514
 PN0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0514.See file dsdata.pdf to determine how the superseded data were derived.
 PN0514
 PN0514_MARKER: DR = REFERENCE MARK DISK
 PN0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0514_STAMPING: BLOCK 1926 NO 2 1973
 PN0514_MARK LOGO: NGS
 PN0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0514+STABILITY: SURFACE MOTION
 PN0514
 PN0514  HISTORY     - Date     Condition        Report By
 PN0514  HISTORY     - 1973     MONUMENTED       NGS
 PN0514  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0514
 PN0514                          STATION DESCRIPTION
 PN0514
 PN0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PN0514'AT WISCONSIN RAPIDS.
 PN0514'ABOUT 800 FEET SOUTHWEST OF THE CENTERLINE OF 17TH AVE SOUTH
 PN0514'AT THE CROSSING OF THE MILWAUKEE RAILROAD, 20 FEET SOUTHEAST OF
 PN0514'THE NORTHEAST RAIL OF THE TRACKS, 1 FOOT NORTHEAST OF A METAL
 PN0514'WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST
 PN0514'PROJECTING 4 INCHES.
 PN0514
 PN0514                          STATION RECOVERY (1985)
 PN0514
 PN0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0514'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5078 ***********************************************************************
 DH5078  DESIGNATION -  BLOOM C GPS
 DH5078  PID         -  DH5078
 DH5078  STATE/COUNTY-  WI/RICHLAND
 DH5078  COUNTRY     -  US
 DH5078  USGS QUAD   -  YUBA (2018)
 DH5078
 DH5078                         *CURRENT SURVEY CONTROL
 DH5078  ______________________________________________________________________
 DH5078* NAD 83(2011) POSITION- 43 30 58.99938(N) 090 27 08.06321(W)   ADJUSTED
 DH5078* NAD 83(2011) ELLIP HT-   318.512 (meters)        (06/27/12)   ADJUSTED
 DH5078* NAD 83(2011) EPOCH   -  2010.00
 DH5078* NAVD 88 ORTHO HEIGHT -   352.467 (meters)     1156.39  (feet) ADJUSTED
 DH5078  ______________________________________________________________________
 DH5078  GEOID HEIGHT    -        -33.975 (meters)                     GEOID18
 DH5078  NAD 83(2011) X  -    -36,567.200 (meters)                     COMP
 DH5078  NAD 83(2011) Y  - -4,632,725.430 (meters)                     COMP
 DH5078  NAD 83(2011) Z  -  4,369,501.684 (meters)                     COMP
 DH5078  LAPLACE CORR    -         -6.33  (seconds)                    DEFLEC18
 DH5078  DYNAMIC HEIGHT  -        352.381 (meters)     1156.10  (feet) COMP
 DH5078  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 DH5078
 DH5078  VERT ORDER      -  SECOND    CLASS I
 DH5078
 DH5078  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5078  Standards:
 DH5078         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5078            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5078  -------------------------------------------------------------------
 DH5078  NETWORK    0.23   0.35           0.10   0.09   0.18      0.13256388
 DH5078  -------------------------------------------------------------------
 DH5078  Click here for local accuracies and other accuracy information.
 DH5078
 DH5078.The horizontal coordinates were established by GPS observations
 DH5078.and adjusted by the National Geodetic Survey in June 2012.
 DH5078
 DH5078.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5078.been affixed to the stable North American tectonic plate. See 
 DH5078.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5078
 DH5078.The horizontal coordinates are valid at the epoch date displayed above
 DH5078.which is a decimal equivalence of Year/Month/Day.
 DH5078
 DH5078.The orthometric height was determined by differential leveling and
 DH5078.adjusted by the WI DEPT OF TRANSP
 DH5078.in May 2012.
 DH5078
 DH5078.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5078.GEOID18 height accuracy estimate available here.
 DH5078
 DH5078.Click photographs - Photos may exist for this station.
 DH5078
 DH5078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5078
 DH5078.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5078
 DH5078.The ellipsoidal height was determined by GPS observations
 DH5078.and is referenced to NAD 83.
 DH5078
 DH5078.The dynamic height is computed by dividing the NAVD 88
 DH5078.geopotential number by the normal gravity value computed on the
 DH5078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5078.degrees latitude (g = 980.6199 gals.).
 DH5078
 DH5078.The modeled gravity was interpolated from observed gravity values.
 DH5078
 DH5078. The following values were computed from the NAD 83(2011) position.
 DH5078
 DH5078;                    North         East     Units Scale Factor Converg.
 DH5078;SPC WI S     -   168,555.805   563,436.815   MT  0.99993456   -0 18 38.6
 DH5078;SPC WI S     -   553,003.50  1,848,542.28   sFT  0.99993456   -0 18 38.6
 DH5078;UTM  15      - 4,821,314.998   705,919.862   MT  1.00012161   +1 45 17.7
 DH5078
 DH5078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5078!SPC WI S     -   0.99995006  x   0.99993456  =   0.99988462
 DH5078!UTM  15      -   0.99995006  x   1.00012161  =   1.00007166
 DH5078
 DH5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0591921314(NAD 83)
 DH5078
 DH5078                          SUPERSEDED SURVEY CONTROL
 DH5078
 DH5078  NAD 83(2007)-  43 30 58.99942(N)    090 27 08.06405(W) AD(2002.00) 0
 DH5078  ELLIP H (02/10/07)  318.543  (m)                       GP(2002.00)    
 DH5078  NAD 83(1997)-  43 30 58.99936(N)    090 27 08.06446(W) AD(       ) 1
 DH5078  ELLIP H (08/01/05)  318.542  (m)                       GP(       ) 2 1
 DH5078  NAVD 88             352.46   (m)         1156.4    (f) LEVELING    3  
 DH5078  NAVD 88 (04/20/07)  352.459  (m)         1156.36   (f) SUPERSEDED  2 1
 DH5078
 DH5078.Superseded values are not recommended for survey control.
 DH5078
 DH5078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5078.See file dsdata.pdf to determine how the superseded data were derived.
 DH5078
 DH5078_MARKER: DD = SURVEY DISK
 DH5078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5078_STAMPING: BLOOM C GPS 2004
 DH5078_MARK LOGO: WIDT
 DH5078_PROJECTION: FLUSH
 DH5078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5078+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2010
 DH5078
 DH5078  HISTORY     - Date     Condition        Report By
 DH5078  HISTORY     - 2003     MONUMENTED       WIDT
 DH5078  HISTORY     - 20051228 GOOD             WIDT
 DH5078  HISTORY     - 20100707 GOOD             WIDT
 DH5078
 DH5078                          STATION DESCRIPTION
 DH5078
 DH5078'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5078'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5078'COUNTY  HIGHWAY D, COUNTY HIGHWAY H SOUTH, AND COUNTY HIGHWAY I EAST
 DH5078'WITH COUNTY HIGHWAY H  NORTH (CANNON STREET) IN THE COMMUNITY OF BLOOM
 DH5078'CITY, ABOUT 11 MI NORTH-NORTHWEST OF  THE CITY OF RICHLAND CENTER, GO
 DH5078'NORTHERNLY ON COUNTY HIGHWAY H (CANNON STREET) FOR  1.85 MI TO THE
 DH5078'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5078'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5078'A 41-CM DIAMETER CONCRETE POST 1 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DH5078'STATION IS 6.6 M EAST OF THE  CENTERLINE OF COUNTY HIGHWAY H, 18.7 M
 DH5078'SOUTHWEST OF A WOOD POST FOR A --35 MPH CURVE--  SIGN, 40.0 M SOUTH OF
 DH5078'A WOOD POST FOR A --35 MPH CURVE-- SIGN,  1 M WEST OF A CULTIVATED
 DH5078'FIELD, AND 1.0 M NORTH AND SOUTH OF TWO ORANGE 4X4 PLASTIC WITNESS
 DH5078'POSTS.  ---NOTE---  THIS  STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5078'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH5078
 DH5078                          STATION RECOVERY (2005)
 DH5078
 DH5078'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5078'RECOVERED AS DESCRIBED.
 DH5078
 DH5078                          STATION RECOVERY (2010)
 DH5078
 DH5078'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5078'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.03 MILE SOUTH OF
 DH5078'CAVE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH4993 ***********************************************************************
 DH4993  DESIGNATION -  BLOOM CITY GPS
 DH4993  PID         -  DH4993
 DH4993  STATE/COUNTY-  WI/RICHLAND
 DH4993  COUNTRY     -  US
 DH4993  USGS QUAD   -  WEST LIMA (2018)
 DH4993
 DH4993                         *CURRENT SURVEY CONTROL
 DH4993  ______________________________________________________________________
 DH4993* NAD 83(2011) POSITION- 43 31 16.25713(N) 090 33 03.29530(W)   ADJUSTED
 DH4993* NAD 83(2011) ELLIP HT-   347.830 (meters)        (06/27/12)   ADJUSTED
 DH4993* NAD 83(2011) EPOCH   -  2010.00
 DH4993* NAVD 88 ORTHO HEIGHT -   381.550 (meters)     1251.80  (feet) ADJUSTED
 DH4993  ______________________________________________________________________
 DH4993  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 DH4993  NAD 83(2011) X  -    -44,542.363 (meters)                     COMP
 DH4993  NAD 83(2011) Y  - -4,632,310.091 (meters)                     COMP
 DH4993  NAD 83(2011) Z  -  4,369,908.112 (meters)                     COMP
 DH4993  LAPLACE CORR    -         -5.77  (seconds)                    DEFLEC18
 DH4993  DYNAMIC HEIGHT  -        381.456 (meters)     1251.49  (feet) COMP
 DH4993  MODELED GRAVITY -    980,361.6   (mgal)                       NAVD 88
 DH4993
 DH4993  VERT ORDER      -  SECOND    CLASS I
 DH4993
 DH4993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4993  Standards:
 DH4993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4993  -------------------------------------------------------------------
 DH4993  NETWORK    0.21   0.33           0.09   0.08   0.17     -0.01348453
 DH4993  -------------------------------------------------------------------
 DH4993  Click here for local accuracies and other accuracy information.
 DH4993
 DH4993.The horizontal coordinates were established by GPS observations
 DH4993.and adjusted by the National Geodetic Survey in June 2012.
 DH4993
 DH4993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4993.been affixed to the stable North American tectonic plate. See 
 DH4993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4993
 DH4993.The horizontal coordinates are valid at the epoch date displayed above
 DH4993.which is a decimal equivalence of Year/Month/Day.
 DH4993
 DH4993.The orthometric height was determined by differential leveling and
 DH4993.adjusted by the WI DEPT OF TRANSP
 DH4993.in May 2012.
 DH4993
 DH4993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4993.GEOID18 height accuracy estimate available here.
 DH4993
 DH4993.Click photographs - Photos may exist for this station.
 DH4993
 DH4993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4993
 DH4993.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4993
 DH4993.The ellipsoidal height was determined by GPS observations
 DH4993.and is referenced to NAD 83.
 DH4993
 DH4993.The dynamic height is computed by dividing the NAVD 88
 DH4993.geopotential number by the normal gravity value computed on the
 DH4993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4993.degrees latitude (g = 980.6199 gals.).
 DH4993
 DH4993.The modeled gravity was interpolated from observed gravity values.
 DH4993
 DH4993. The following values were computed from the NAD 83(2011) position.
 DH4993
 DH4993;                    North         East     Units Scale Factor Converg.
 DH4993;SPC WI S     -   169,136.353   555,462.606   MT  0.99993473   -0 22 42.7
 DH4993;SPC WI S     -   554,908.18  1,822,380.23   sFT  0.99993473   -0 22 42.7
 DH4993;UTM  15      - 4,821,607.796   697,928.575   MT  1.00008190   +1 41 13.3
 DH4993
 DH4993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4993!SPC WI S     -   0.99994546  x   0.99993473  =   0.99988019
 DH4993!UTM  15      -   0.99994546  x   1.00008190  =   1.00002735
 DH4993
 DH4993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9792821607(NAD 83)
 DH4993
 DH4993                          SUPERSEDED SURVEY CONTROL
 DH4993
 DH4993  NAD 83(2007)-  43 31 16.25716(N)    090 33 03.29614(W) AD(2002.00) 0
 DH4993  ELLIP H (02/10/07)  347.862  (m)                       GP(2002.00)    
 DH4993  NAD 83(1997)-  43 31 16.25707(N)    090 33 03.29650(W) AD(       ) B
 DH4993  ELLIP H (08/01/05)  347.863  (m)                       GP(       ) 4 1
 DH4993  NAVD 88             381.54   (m)         1251.8    (f) LEVELING    3  
 DH4993  NAVD 88 (04/20/07)  381.543  (m)         1251.78   (f) SUPERSEDED  2 1
 DH4993
 DH4993.Superseded values are not recommended for survey control.
 DH4993
 DH4993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4993.See file dsdata.pdf to determine how the superseded data were derived.
 DH4993
 DH4993_MARKER: DD = SURVEY DISK
 DH4993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4993_STAMPING: BLOOM CITY GPS 2004
 DH4993_MARK LOGO: WIDT
 DH4993_PROJECTION: FLUSH
 DH4993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4993+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 DH4993
 DH4993  HISTORY     - Date     Condition        Report By
 DH4993  HISTORY     - 2003     MONUMENTED       WIDT
 DH4993  HISTORY     - 20040816 GOOD             WIDT
 DH4993  HISTORY     - 20051227 GOOD             WIDT
 DH4993  HISTORY     - 20100707 GOOD             WIDT
 DH4993  HISTORY     - 20240826 GOOD             WIDT
 DH4993
 DH4993                          STATION DESCRIPTION
 DH4993
 DH4993'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH4993'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH4993'STATE HIGHWAY  56 WITH COUNTY HIGHWAY A AND COUNTY HIGHWAY I, ABOUT 8
 DH4993'MI SOUTHEAST OF THE VILLAGE OF  LA FARGE, GO NORTH ON COUNTY HIGHWAY A
 DH4993'FOR 2.8 MI TO BUFTON HOLLOW ROAD ON THE LEFT,  CONTINUE NORTH ON
 DH4993'COUNTY HIGHWAY A FOR 0.2 MI TO THE STATION ON THE RIGHT.  THE STATION
 DH4993'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH4993'CONTROL STATION  DISK SET IN THE TOP OF A 41-CM ROUND CONCRETE POST
 DH4993'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.   THE STATION IS 9.8 M EAST OF
 DH4993'THE CENTERLINE OF COUNTY HIGHWAY A, 4 M NORTH OF EXTENDED  CENTERLINE
 DH4993'OF PRIVATE ENTRANCE --12178--, 1.2 M WEST OF A BARBED WIRE FENCE, AND
 DH4993'1.0 M WEST  ,SOUTHEAST, AND NORTHEAST OF THREE ORANGE 4X4 PLASTIC
 DH4993'WITNESS POSTS.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS
 DH4993'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH4993
 DH4993                          STATION RECOVERY (2004)
 DH4993
 DH4993'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4993'RECOVERED AS DESCRIBED.
 DH4993
 DH4993                          STATION RECOVERY (2005)
 DH4993
 DH4993'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4993'RECOVERED AS DESCRIBED.
 DH4993
 DH4993                          STATION RECOVERY (2010)
 DH4993
 DH4993'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH4993'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.10 MILE SOUTH OF
 DH4993'CHERRY VALLEY ROAD.
 DH4993
 DH4993                          STATION RECOVERY (2024)
 DH4993
 DH4993'RECOVERY NOTE BY WI DEPT OF TRANSP 2024 (TSS)
 DH4993'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5131 ***********************************************************************
 DH5131  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5131  DESIGNATION -  BLOOM S GPS
 DH5131  PID         -  DH5131
 DH5131  STATE/COUNTY-  WI/RICHLAND
 DH5131  COUNTRY     -  US
 DH5131  USGS QUAD   -  GILLINGHAM (2018)
 DH5131
 DH5131                         *CURRENT SURVEY CONTROL
 DH5131  ______________________________________________________________________
 DH5131* NAD 83(2011) POSITION- 43 29 06.18041(N) 090 29 25.07167(W)   ADJUSTED
 DH5131* NAD 83(2011) ELLIP HT-   238.926 (meters)        (06/27/12)   ADJUSTED
 DH5131* NAD 83(2011) EPOCH   -  2010.00
 DH5131* NAVD 88 ORTHO HEIGHT -   272.77  (meters)      894.9   (feet) GPS OBS
 DH5131  ______________________________________________________________________
 DH5131  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5131  GEOID HEIGHT    -        -33.852 (meters)                     GEOID12A
 DH5131  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 DH5131  NAD 83(2011) X  -    -39,664.430 (meters)                     COMP
 DH5131  NAD 83(2011) Y  - -4,635,039.152 (meters)                     COMP
 DH5131  NAD 83(2011) Z  -  4,366,921.213 (meters)                     COMP
 DH5131  LAPLACE CORR    -         -6.91  (seconds)                    DEFLEC18
 DH5131
 DH5131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5131  Standards:
 DH5131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5131  -------------------------------------------------------------------
 DH5131  NETWORK    0.27   0.41           0.12   0.10   0.21      0.17550063
 DH5131  -------------------------------------------------------------------
 DH5131  Click here for local accuracies and other accuracy information.
 DH5131
 DH5131.The horizontal coordinates were established by GPS observations
 DH5131.and adjusted by the National Geodetic Survey in June 2012.
 DH5131
 DH5131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5131.been affixed to the stable North American tectonic plate. See 
 DH5131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5131
 DH5131.The horizontal coordinates are valid at the epoch date displayed above
 DH5131.which is a decimal equivalence of Year/Month/Day.
 DH5131
 DH5131.The orthometric height was determined by GPS observations and a
 DH5131.high-resolution geoid model using precise GPS observation and
 DH5131.processing techniques.
 DH5131
 DH5131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5131.GEOID18 height accuracy estimate available here.
 DH5131
 DH5131.Click photographs - Photos may exist for this station.
 DH5131
 DH5131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5131
 DH5131.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5131
 DH5131.The ellipsoidal height was determined by GPS observations
 DH5131.and is referenced to NAD 83.
 DH5131
 DH5131. The following values were computed from the NAD 83(2011) position.
 DH5131
 DH5131;                    North         East     Units Scale Factor Converg.
 DH5131;SPC WI S     -   165,091.688   560,339.431   MT  0.99993361   -0 20 12.8
 DH5131;SPC WI S     -   541,638.31  1,838,380.28   sFT  0.99993361   -0 20 12.8
 DH5131;UTM  15      - 4,817,740.873   702,948.784   MT  1.00010667   +1 43 39.6
 DH5131
 DH5131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5131!SPC WI S     -   0.99996253  x   0.99993361  =   0.99989615
 DH5131!UTM  15      -   0.99996253  x   1.00010667  =   1.00006920
 DH5131
 DH5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0294817740(NAD 83)
 DH5131
 DH5131                          SUPERSEDED SURVEY CONTROL
 DH5131
 DH5131  NAD 83(2007)-  43 29 06.18045(N)    090 29 25.07251(W) AD(2002.00) 0
 DH5131  ELLIP H (02/10/07)  238.957  (m)                       GP(2002.00)    
 DH5131  NAD 83(1997)-  43 29 06.18038(N)    090 29 25.07292(W) AD(       ) 1
 DH5131  ELLIP H (08/01/05)  238.957  (m)                       GP(       ) 2 1
 DH5131  NAVD 88 (07/26/07)  272.77   (m)  GEOID03  model used  GPS OBS        
 DH5131
 DH5131.Superseded values are not recommended for survey control.
 DH5131
 DH5131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5131.See file dsdata.pdf to determine how the superseded data were derived.
 DH5131
 DH5131_MARKER: DD = SURVEY DISK
 DH5131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5131_STAMPING: BLOOM S GPS 2004
 DH5131_MARK LOGO: WIDT
 DH5131_PROJECTION: FLUSH
 DH5131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5131+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2010
 DH5131
 DH5131  HISTORY     - Date     Condition        Report By
 DH5131  HISTORY     - 2003     MONUMENTED       WIDT
 DH5131  HISTORY     - 20100707 GOOD             WIDT
 DH5131
 DH5131                          STATION DESCRIPTION
 DH5131
 DH5131'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5131'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5131'STATE HIGHWAY  56 WITH COUNTY HIGHWAY I EAST ABOUT 7 MI EAST-SOUTHEAST
 DH5131'OF THE VILLAGE OF VIOLA, GO EAST  ON COUNTY HIGHWAY I FOR 2.4 MI TO
 DH5131'PORT DRIVE ON THE RIGHT AND THE STATION ON THE LEFT.   THE STATION IS
 DH5131'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5131'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5131'ABOUT LEVEL WITH  THE HIGHWAY PAVEMENT.  THE STATION IS 8.0 M
 DH5131'NORTHWEST OF THE CENTERLINE OF COUNTY  HIGHWAY I, 29.2 M NORTH OF
 DH5131'EASTERN MOST WOOD POST FOR A --STOP-- SIGN, AND 1.0 M  SOUTHEAST,
 DH5131'NORTH, AND SOUTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5131'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5131'THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5131
 DH5131                          STATION RECOVERY (2010)
 DH5131
 DH5131'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5131'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS.  TO
 DH5131'REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DH5131'HIGHWAY D IN THE COMMUNITY OF BLOOM CITY, SO SOUTH ON COUNTY HIGHWAY H
 DH5131'FOR 0.5 MILE TO COUNTY HIGHWAY I RIGHT, TURN RIGHT AND GO WEST ON
 DH5131'COUNTY HIGHWAY I FOR 1.3 MILES TO PORT DRIVE LEFT AND THE STATION ON
 DH5131'THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5077 ***********************************************************************
 DH5077  DESIGNATION -  BLOOM W GPS
 DH5077  PID         -  DH5077
 DH5077  STATE/COUNTY-  WI/RICHLAND
 DH5077  COUNTRY     -  US
 DH5077  USGS QUAD   -  SABIN (2018)
 DH5077
 DH5077                         *CURRENT SURVEY CONTROL
 DH5077  ______________________________________________________________________
 DH5077* NAD 83(2011) POSITION- 43 28 55.56963(N) 090 32 22.30849(W)   ADJUSTED
 DH5077* NAD 83(2011) ELLIP HT-   354.309 (meters)        (06/27/12)   ADJUSTED
 DH5077* NAD 83(2011) EPOCH   -  2010.00
 DH5077* NAVD 88 ORTHO HEIGHT -   388.026 (meters)     1273.05  (feet) ADJUSTED
 DH5077  ______________________________________________________________________
 DH5077  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 DH5077  NAD 83(2011) X  -    -43,650.068 (meters)                     COMP
 DH5077  NAD 83(2011) Y  - -4,635,312.419 (meters)                     COMP
 DH5077  NAD 83(2011) Z  -  4,366,763.002 (meters)                     COMP
 DH5077  LAPLACE CORR    -         -5.85  (seconds)                    DEFLEC18
 DH5077  DYNAMIC HEIGHT  -        387.928 (meters)     1272.73  (feet) COMP
 DH5077  MODELED GRAVITY -    980,357.7   (mgal)                       NAVD 88
 DH5077
 DH5077  VERT ORDER      -  SECOND    CLASS I
 DH5077
 DH5077  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5077  Standards:
 DH5077         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5077            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5077  -------------------------------------------------------------------
 DH5077  NETWORK    0.25   0.35           0.11   0.09   0.18      0.06503653
 DH5077  -------------------------------------------------------------------
 DH5077  Click here for local accuracies and other accuracy information.
 DH5077
 DH5077.The horizontal coordinates were established by GPS observations
 DH5077.and adjusted by the National Geodetic Survey in June 2012.
 DH5077
 DH5077.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5077.been affixed to the stable North American tectonic plate. See 
 DH5077.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5077
 DH5077.The horizontal coordinates are valid at the epoch date displayed above
 DH5077.which is a decimal equivalence of Year/Month/Day.
 DH5077
 DH5077.The orthometric height was determined by differential leveling and
 DH5077.adjusted by the WI DEPT OF TRANSP
 DH5077.in May 2012.
 DH5077
 DH5077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5077.GEOID18 height accuracy estimate available here.
 DH5077
 DH5077.Click photographs - Photos may exist for this station.
 DH5077
 DH5077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5077
 DH5077.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5077
 DH5077.The ellipsoidal height was determined by GPS observations
 DH5077.and is referenced to NAD 83.
 DH5077
 DH5077.The dynamic height is computed by dividing the NAVD 88
 DH5077.geopotential number by the normal gravity value computed on the
 DH5077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5077.degrees latitude (g = 980.6199 gals.).
 DH5077
 DH5077.The modeled gravity was interpolated from observed gravity values.
 DH5077
 DH5077. The following values were computed from the NAD 83(2011) position.
 DH5077
 DH5077;                    North         East     Units Scale Factor Converg.
 DH5077;SPC WI S     -   164,788.841   556,354.913   MT  0.99993354   -0 22 14.6
 DH5077;SPC WI S     -   540,644.72  1,825,307.74   sFT  0.99993354   -0 22 14.6
 DH5077;UTM  15      - 4,817,294.611   698,977.114   MT  1.00008703   +1 41 37.2
 DH5077
 DH5077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5077!SPC WI S     -   0.99994444  x   0.99993354  =   0.99987799
 DH5077!UTM  15      -   0.99994444  x   1.00008703  =   1.00003147
 DH5077
 DH5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9897717294(NAD 83)
 DH5077
 DH5077                          SUPERSEDED SURVEY CONTROL
 DH5077
 DH5077  NAD 83(2007)-  43 28 55.56966(N)    090 32 22.30933(W) AD(2002.00) 0
 DH5077  ELLIP H (02/10/07)  354.341  (m)                       GP(2002.00)    
 DH5077  NAD 83(1997)-  43 28 55.56960(N)    090 32 22.30973(W) AD(       ) 1
 DH5077  ELLIP H (08/01/05)  354.340  (m)                       GP(       ) 2 1
 DH5077  NAVD 88             388.02   (m)         1273.0    (f) LEVELING    3  
 DH5077  NAVD 88 (04/20/07)  388.019  (m)         1273.03   (f) SUPERSEDED  2 1
 DH5077
 DH5077.Superseded values are not recommended for survey control.
 DH5077
 DH5077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5077.See file dsdata.pdf to determine how the superseded data were derived.
 DH5077
 DH5077_MARKER: DD = SURVEY DISK
 DH5077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5077_STAMPING: BLOOM W GPS 2004
 DH5077_MARK LOGO: WIDT
 DH5077_PROJECTION: FLUSH
 DH5077_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5077+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 DH5077
 DH5077  HISTORY     - Date     Condition        Report By
 DH5077  HISTORY     - 2003     MONUMENTED       WIDT
 DH5077  HISTORY     - 20051228 GOOD             WIDT
 DH5077  HISTORY     - 20100420 GOOD             WOLACO
 DH5077
 DH5077                          STATION DESCRIPTION
 DH5077
 DH5077'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5077'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5077'STATE HIGHWAY  56 WITH COUNTY HIGHWAY A AND COUNTY HIGHWAY I, ABOUT 8
 DH5077'MI SOUTHEAST OF THE VILLAGE OF  LA FARGE, GO NORTH ON COUNTY HIGHWAY A
 DH5077'FOR 0.1 MI TO THE STATION ON THE LEFT.  THE  STATION IS A BRONZE
 DH5077'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5077'STATION DISK SET IN THE TOP OF A 41-CM ROUND CONCRETE POST ABOUT FLUSH
 DH5077'WITH THE  HIGHWAY PAVEMENT.  THE STATION IS 7.2 M WEST OF THE
 DH5077'CENTERLINE OF COUNTY HIGHWAY A, 82 M  SOUTH OF THE CENTERLINE OF THE
 DH5077'PRIVATE ENTRANCE --14876--, AND 1.0 M EAST, SOUTHWEST, AND  NORTHWEST
 DH5077'OF 3 ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DH5077'VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5077'HORIZON.
 DH5077
 DH5077                          STATION RECOVERY (2005)
 DH5077
 DH5077'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5077'RECOVERED AS DESCRIBED.
 DH5077
 DH5077                          STATION RECOVERY (2010)
 DH5077
 DH5077'RECOVERY NOTE BY WOODLAND CONSULTANTS INC 2010 (SDW)
 DH5077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0212 ***********************************************************************
 QN0212  DESIGNATION -  BLOOMER
 QN0212  PID         -  QN0212
 QN0212  STATE/COUNTY-  WI/CHIPPEWA
 QN0212  COUNTRY     -  US
 QN0212  USGS QUAD   -  BLOOMER (2018)
 QN0212
 QN0212                         *CURRENT SURVEY CONTROL
 QN0212  ______________________________________________________________________
 QN0212* NAD 83(1986) POSITION- 45 06 05.     (N) 091 29 28.     (W)   SCALED
 QN0212* NAVD 88 ORTHO HEIGHT -   303.279 (meters)      995.01  (feet) ADJUSTED
 QN0212  ______________________________________________________________________
 QN0212  GEOID HEIGHT    -        -30.768 (meters)                     GEOID18
 QN0212  DYNAMIC HEIGHT  -        303.250 (meters)      994.91  (feet) COMP
 QN0212  MODELED GRAVITY -    980,511.9   (mgal)                       NAVD 88
 QN0212
 QN0212  VERT ORDER      -  SECOND    CLASS 0
 QN0212
 QN0212.The horizontal coordinates were scaled from a map and have
 QN0212.an estimated accuracy of +/- 6 seconds.
 QN0212
 QN0212.The orthometric height was determined by differential leveling and
 QN0212.adjusted by the NATIONAL GEODETIC SURVEY
 QN0212.in June 1991.
 QN0212
 QN0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0212.GEOID18 height accuracy estimate available here.
 QN0212
 QN0212.Click photographs - Photos may exist for this station.
 QN0212
 QN0212.The dynamic height is computed by dividing the NAVD 88
 QN0212.geopotential number by the normal gravity value computed on the
 QN0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0212.degrees latitude (g = 980.6199 gals.).
 QN0212
 QN0212.The modeled gravity was interpolated from observed gravity values.
 QN0212
 QN0212;                    North         East    Units  Estimated Accuracy
 QN0212;SPC WI C     -   141,980.      482,650.      MT  (+/- 180 meters Scaled)
 QN0212
 QN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK187953(NAD 83)
 QN0212
 QN0212                          SUPERSEDED SURVEY CONTROL
 QN0212
 QN0212  NGVD 29 (??/??/92)  303.263  (m)          994.96   (f) ADJ UNCH    2 0
 QN0212
 QN0212.Superseded values are not recommended for survey control.
 QN0212
 QN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0212.See file dsdata.pdf to determine how the superseded data were derived.
 QN0212
 QN0212_MARKER: DB = BENCH MARK DISK
 QN0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QN0212_STAMPING: BLOOMER 1934
 QN0212_MARK LOGO: CGS
 QN0212_MAGNETIC: P = MARKER IS A STEEL PIPE
 QN0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QN0212
 QN0212  HISTORY     - Date     Condition        Report By
 QN0212  HISTORY     - 1934     MONUMENTED       CGS
 QN0212  HISTORY     - 1942     GOOD             LOCENG
 QN0212  HISTORY     - 1975     MARK NOT FOUND   USGS
 QN0212
 QN0212                          STATION DESCRIPTION
 QN0212
 QN0212'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 QN0212'AT BLOOMER.
 QN0212'AT BLOOMER, CHIPPEWA COUNTY, ABOUT 0.3 MILE SOUTH OF THE CHICAGO,
 QN0212'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, ABOUT 200 FEET
 QN0212'SOUTHWEST OF THE HIGH SCHOOL, 60 FEET WEST OF THE CONGREGATIONAL
 QN0212'CHURCH, AND 0.5 FOOT NORTH OF AN ANTIQUE SHOP.  A STANDARD
 QN0212'DISK, STAMPED BLOOMER 1934 AND FASTENED ON THE TOP OF A 4 INCH
 QN0212'EAST-IRON PIPE.
 QN0212
 QN0212                          STATION RECOVERY (1975)
 QN0212
 QN0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QN0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7318 ***********************************************************************
 DN7318  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7318  DESIGNATION -  BLOOMER E GPS
 DN7318  PID         -  DN7318
 DN7318  STATE/COUNTY-  WI/CHIPPEWA
 DN7318  COUNTRY     -  US
 DN7318  USGS QUAD   -  MARSH-MILLER LAKE (2018)
 DN7318
 DN7318                         *CURRENT SURVEY CONTROL
 DN7318  ______________________________________________________________________
 DN7318* NAD 83(2011) POSITION- 45 09 16.63689(N) 091 27 00.96858(W)   ADJUSTED
 DN7318* NAD 83(2011) ELLIP HT-   290.029 (meters)        (04/15/13)   ADJUSTED
 DN7318* NAD 83(2011) EPOCH   -  2010.00
 DN7318* NAVD 88 ORTHO HEIGHT -   320.64  (meters)     1052.0   (feet) GPS OBS
 DN7318  ______________________________________________________________________
 DN7318  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7318  GEOID HEIGHT    -        -30.617 (meters)                     GEOID12A
 DN7318  GEOID HEIGHT    -        -30.611 (meters)                     GEOID18
 DN7318  NAD 83(2011) X  -   -114,034.153 (meters)                     COMP
 DN7318  NAD 83(2011) Y  - -4,504,185.108 (meters)                     COMP
 DN7318  NAD 83(2011) Z  -  4,499,688.259 (meters)                     COMP
 DN7318  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 DN7318
 DN7318  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7318  Standards:
 DN7318         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7318            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7318  -------------------------------------------------------------------
 DN7318  NETWORK    0.64   1.22           0.30   0.21   0.62      0.04609039
 DN7318  -------------------------------------------------------------------
 DN7318  Click here for local accuracies and other accuracy information.
 DN7318
 DN7318.The horizontal coordinates were established by GPS observations
 DN7318.and adjusted by the National Geodetic Survey in April 2013.
 DN7318
 DN7318.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7318.been affixed to the stable North American tectonic plate. See 
 DN7318.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7318
 DN7318.The horizontal coordinates are valid at the epoch date displayed above
 DN7318.which is a decimal equivalence of Year/Month/Day.
 DN7318
 DN7318.The orthometric height was determined by GPS observations and a
 DN7318.high-resolution geoid model using precise GPS observation and
 DN7318.processing techniques.
 DN7318
 DN7318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7318.GEOID18 height accuracy estimate available here.
 DN7318
 DN7318.Click photographs - Photos may exist for this station.
 DN7318
 DN7318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7318
 DN7318.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7318
 DN7318.The ellipsoidal height was determined by GPS observations
 DN7318.and is referenced to NAD 83.
 DN7318
 DN7318. The following values were computed from the NAD 83(2011) position.
 DN7318
 DN7318;                    North         East     Units Scale Factor Converg.
 DN7318;SPC WI C     -   147,840.072   485,970.326   MT  0.99995250   -1 01 23.8
 DN7318;SPC WI C     -   485,038.64  1,594,387.64   sFT  0.99995250   -1 01 23.8
 DN7318;UTM  15      - 5,001,295.277   621,813.487   MT  0.99978245   +1 05 56.1
 DN7318
 DN7318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7318!SPC WI C     -   0.99995453  x   0.99995250  =   0.99990703
 DN7318!UTM  15      -   0.99995453  x   0.99978245  =   0.99973699
 DN7318
 DN7318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2181301295(NAD 83)
 DN7318
 DN7318                          SUPERSEDED SURVEY CONTROL
 DN7318
 DN7318  NAD 83(2007)-  45 09 16.63692(N)    091 27 00.96925(W) AD(2002.00) 1
 DN7318  ELLIP H (04/06/12)  290.056  (m)                       GP(2002.00) 1 1
 DN7318
 DN7318.Superseded values are not recommended for survey control.
 DN7318
 DN7318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7318.See file dsdata.pdf to determine how the superseded data were derived.
 DN7318
 DN7318_MARKER: DD = SURVEY DISK
 DN7318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7318_STAMPING: BLOOMER E GPS 2006
 DN7318_MARK LOGO: WIDT
 DN7318_PROJECTION: FLUSH
 DN7318_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7318+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2008
 DN7318
 DN7318  HISTORY     - Date     Condition        Report By
 DN7318  HISTORY     - 2005     MONUMENTED       WIDT
 DN7318  HISTORY     - 20080804 GOOD             WIDT
 DN7318
 DN7318                          STATION DESCRIPTION
 DN7318
 DN7318'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7318'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DN7318'HIGHWAY 40 NORTH APPROXIMATELY 2.3 MI (3.7 KM) NORTHEAST OF THE CITY
 DN7318'OF BLOOMER, GO NORTH ON STATE HIGHWAY 40 FOR 2.2 MI (3.5 KM) TO STATE
 DN7318'HIGHWAY 40 CURVING RIGHT AND 115TH STREET AHEAD.  CONTINUE AHEAD AND
 DN7318'GO NORTH ON 115TH STREET FOR 0.19 MI (0.3 KM) TO THE STATION ON THE
 DN7318'RIGHT.
 DN7318'
 DN7318'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7318'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7318'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7318'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7318'6.9 M (22.6 FT) EAST OF THE CENTERLINE OF 115TH STREET, 0.12 MI (0.2
 DN7318'KM) SOUTH OF PRIVATE ENTRANCE NUMBER 21500, 16.6 M (54.5 FT)
 DN7318'EAST-NORTHEAST OF A POWER POLE, 2.8 M (9.2 FT) SOUTH OF THE EXTENDED
 DN7318'CENTERLINE OF A FIELD ENTRANCE AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT)
 DN7318'SOUTHWEST AND 1.0 M (3.3 FT) NORTHWEST OF THREE ORANGE 4X4 PLASTIC
 DN7318'GUARD POSTS.
 DN7318'
 DN7318'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7318'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4346 ***********************************************************************
 DL4346  DESIGNATION -  BLOOMER GPS
 DL4346  PID         -  DL4346
 DL4346  STATE/COUNTY-  WI/CHIPPEWA
 DL4346  COUNTRY     -  US
 DL4346  USGS QUAD   -  BLOOMER (2018)
 DL4346
 DL4346                         *CURRENT SURVEY CONTROL
 DL4346  ______________________________________________________________________
 DL4346* NAD 83(2011) POSITION- 45 07 13.82960(N) 091 29 48.37161(W)   ADJUSTED
 DL4346* NAD 83(2011) ELLIP HT-   280.885 (meters)        (04/15/13)   ADJUSTED
 DL4346* NAD 83(2011) EPOCH   -  2010.00
 DL4346* NAVD 88 ORTHO HEIGHT -   311.603 (meters)     1022.32  (feet) ADJUSTED
 DL4346  ______________________________________________________________________
 DL4346  GEOID HEIGHT    -        -30.717 (meters)                     GEOID18
 DL4346  NAD 83(2011) X  -   -117,759.704 (meters)                     COMP
 DL4346  NAD 83(2011) Y  - -4,506,771.004 (meters)                     COMP
 DL4346  NAD 83(2011) Z  -  4,497,007.357 (meters)                     COMP
 DL4346  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 DL4346  DYNAMIC HEIGHT  -        311.574 (meters)     1022.22  (feet) COMP
 DL4346  MODELED GRAVITY -    980,516.6   (mgal)                       NAVD 88
 DL4346
 DL4346  VERT ORDER      -  SECOND    CLASS I
 DL4346
 DL4346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4346  Standards:
 DL4346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4346  -------------------------------------------------------------------
 DL4346  NETWORK    0.60   1.14           0.27   0.21   0.58     -0.06532327
 DL4346  -------------------------------------------------------------------
 DL4346  Click here for local accuracies and other accuracy information.
 DL4346
 DL4346.The horizontal coordinates were established by GPS observations
 DL4346.and adjusted by the National Geodetic Survey in April 2013.
 DL4346
 DL4346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4346.been affixed to the stable North American tectonic plate. See 
 DL4346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4346
 DL4346.The horizontal coordinates are valid at the epoch date displayed above
 DL4346.which is a decimal equivalence of Year/Month/Day.
 DL4346
 DL4346.The orthometric height was determined by differential leveling and
 DL4346.adjusted by the WI DEPT OF TRANSP
 DL4346.in May 2012.
 DL4346
 DL4346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4346.GEOID18 height accuracy estimate available here.
 DL4346
 DL4346.Click photographs - Photos may exist for this station.
 DL4346
 DL4346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4346
 DL4346.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4346
 DL4346.The ellipsoidal height was determined by GPS observations
 DL4346.and is referenced to NAD 83.
 DL4346
 DL4346.The dynamic height is computed by dividing the NAVD 88
 DL4346.geopotential number by the normal gravity value computed on the
 DL4346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4346.degrees latitude (g = 980.6199 gals.).
 DL4346
 DL4346.The modeled gravity was interpolated from observed gravity values.
 DL4346
 DL4346. The following values were computed from the NAD 83(2011) position.
 DL4346
 DL4346;                    North         East     Units Scale Factor Converg.
 DL4346;SPC WI C     -   144,116.101   482,244.660   MT  0.99994978   -1 03 21.9
 DL4346;SPC WI C     -   472,820.91  1,582,164.36   sFT  0.99994978   -1 03 21.9
 DL4346;UTM  15      - 4,997,436.592   618,228.874   MT  0.99977187   +1 03 55.1
 DL4346
 DL4346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4346!SPC WI C     -   0.99995596  x   0.99994978  =   0.99990575
 DL4346!UTM  15      -   0.99995596  x   0.99977187  =   0.99972784
 DL4346
 DL4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1822897436(NAD 83)
 DL4346
 DL4346                          SUPERSEDED SURVEY CONTROL
 DL4346
 DL4346  NAD 83(2007)-  45 07 13.82964(N)    091 29 48.37228(W) AD(2002.00) 1
 DL4346  ELLIP H (04/06/12)  280.912  (m)                       GP(2002.00) 1 1
 DL4346  NAVD 88             311.60   (m)         1022.3    (f) LEVELING    3  
 DL4346
 DL4346.Superseded values are not recommended for survey control.
 DL4346
 DL4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4346.See file dsdata.pdf to determine how the superseded data were derived.
 DL4346
 DL4346_MARKER: DD = SURVEY DISK
 DL4346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4346_STAMPING: BLOOMER GPS 2006
 DL4346_MARK LOGO: WIDT
 DL4346_PROJECTION: FLUSH
 DL4346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4346+STABILITY: SURFACE MOTION
 DL4346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4346+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2016
 DL4346
 DL4346  HISTORY     - Date     Condition        Report By
 DL4346  HISTORY     - 2005     MONUMENTED       WIDT
 DL4346  HISTORY     - 20080805 GOOD             WIDT
 DL4346  HISTORY     - 20160906 GOOD             WIDT
 DL4346
 DL4346                          STATION DESCRIPTION
 DL4346
 DL4346'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4346'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) EAST-SOUTHEAST OF SAND
 DL4346'CREEK, 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF NEW AUBURN AND 1.5 MI (2.4
 DL4346'KM) NORTH-NORTHWEST OF BLOOMER.
 DL4346'
 DL4346'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4346'HIGHWAY 40 SOUTH AND COUNTY HIGHWAY SS SOUTH AND COUNTY HIGHWAY F
 DL4346'APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE CITY OF BLOOMER, GO WEST ON
 DL4346'STATE HIGHWAY 64 AND COUNTY HIGHWAY SS FOR 0.35 MI (0.6 KM) TO STATE
 DL4346'HIGHWAY 64 AND COUNTY HIGHWAY SS CURVING RIGHT AND 190TH AVENUE AHEAD,
 DL4346'CURVE RIGHT AND GO NORTHWEST ON STATE HIGHWAY 64 AND COUNTY HIGHWAY SS
 DL4346'FOR 64 M (210.0 FT) TO THE STATION ON THE LEFT.
 DL4346'
 DL4346'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4346'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4346'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4346'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DL4346'PAVEMENT, 9.5 M (31.2 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DL4346'64 AND COUNTY HIGHWAY SS, 20.7 M (67.9 FT) NORTH OF THE CENTERLINE OF
 DL4346'190TH AVENUE, 25.7 M (84.3 FT) NORTHEAST OF A NARROW BRIDGE AHEAD SIGN
 DL4346'POST, 23.8 M (78.1 FT) NORTHWEST OF A RAILROAD CROSSING AHEAD SIGN
 DL4346'POST AND 1.0 M (3.3 FT) NORTHWEST, 1.0 M (3.3 FT) SOUTH AND 1.0 M (3.3
 DL4346'FT) NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DL4346'
 DL4346'NOTE- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL4346'15 DEGREES ABOVE THE HORIZON.
 DL4346
 DL4346                          STATION RECOVERY (2016)
 DL4346
 DL4346'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL4346'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7317 ***********************************************************************
 DN7317  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7317  DESIGNATION -  BLOOMER N GPS
 DN7317  PID         -  DN7317
 DN7317  STATE/COUNTY-  WI/CHIPPEWA
 DN7317  COUNTRY     -  US
 DN7317  USGS QUAD   -  MARSH-MILLER LAKE (2018)
 DN7317
 DN7317                         *CURRENT SURVEY CONTROL
 DN7317  ______________________________________________________________________
 DN7317* NAD 83(2011) POSITION- 45 11 58.98957(N) 091 27 42.24915(W)   ADJUSTED
 DN7317* NAD 83(2011) ELLIP HT-   307.749 (meters)        (04/15/13)   ADJUSTED
 DN7317* NAD 83(2011) EPOCH   -  2010.00
 DN7317* NAVD 88 ORTHO HEIGHT -   338.22  (meters)     1109.6   (feet) GPS OBS
 DN7317  ______________________________________________________________________
 DN7317  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7317  GEOID HEIGHT    -        -30.476 (meters)                     GEOID12A
 DN7317  GEOID HEIGHT    -        -30.470 (meters)                     GEOID18
 DN7317  NAD 83(2011) X  -   -114,845.221 (meters)                     COMP
 DN7317  NAD 83(2011) Y  - -4,500,620.731 (meters)                     COMP
 DN7317  NAD 83(2011) Z  -  4,503,234.018 (meters)                     COMP
 DN7317  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 DN7317
 DN7317  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7317  Standards:
 DN7317         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7317            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7317  -------------------------------------------------------------------
 DN7317  NETWORK    0.74   1.37           0.34   0.25   0.70     -0.06219296
 DN7317  -------------------------------------------------------------------
 DN7317  Click here for local accuracies and other accuracy information.
 DN7317
 DN7317.The horizontal coordinates were established by GPS observations
 DN7317.and adjusted by the National Geodetic Survey in April 2013.
 DN7317
 DN7317.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7317.been affixed to the stable North American tectonic plate. See 
 DN7317.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7317
 DN7317.The horizontal coordinates are valid at the epoch date displayed above
 DN7317.which is a decimal equivalence of Year/Month/Day.
 DN7317
 DN7317.The orthometric height was determined by GPS observations and a
 DN7317.high-resolution geoid model using precise GPS observation and
 DN7317.processing techniques.
 DN7317
 DN7317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7317.GEOID18 height accuracy estimate available here.
 DN7317
 DN7317.Click photographs - Photos may exist for this station.
 DN7317
 DN7317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7317
 DN7317.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7317
 DN7317.The ellipsoidal height was determined by GPS observations
 DN7317.and is referenced to NAD 83.
 DN7317
 DN7317. The following values were computed from the NAD 83(2011) position.
 DN7317
 DN7317;                    North         East     Units Scale Factor Converg.
 DN7317;SPC WI C     -   152,867.171   485,159.036   MT  0.99995663   -1 01 52.9
 DN7317;SPC WI C     -   501,531.71  1,591,725.94   sFT  0.99995663   -1 01 52.9
 DN7317;UTM  15      - 5,006,288.011   620,816.734   MT  0.99977948   +1 05 29.9
 DN7317
 DN7317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7317!SPC WI C     -   0.99995175  x   0.99995663  =   0.99990838
 DN7317!UTM  15      -   0.99995175  x   0.99977948  =   0.99973124
 DN7317
 DN7317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2081606288(NAD 83)
 DN7317
 DN7317                          SUPERSEDED SURVEY CONTROL
 DN7317
 DN7317  NAD 83(2007)-  45 11 58.98960(N)    091 27 42.24982(W) AD(2002.00) 1
 DN7317  ELLIP H (04/06/12)  307.775  (m)                       GP(2002.00) 1 1
 DN7317
 DN7317.Superseded values are not recommended for survey control.
 DN7317
 DN7317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7317.See file dsdata.pdf to determine how the superseded data were derived.
 DN7317
 DN7317_MARKER: DD = SURVEY DISK
 DN7317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7317_STAMPING: BLOOMER N GPS 2006
 DN7317_MARK LOGO: WIDT
 DN7317_PROJECTION: PROJECTING 10 CENTIMETERS
 DN7317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7317+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2016
 DN7317
 DN7317  HISTORY     - Date     Condition        Report By
 DN7317  HISTORY     - 2005     MONUMENTED       WIDT
 DN7317  HISTORY     - 20080805 GOOD             WIDT
 DN7317  HISTORY     - 20160906 GOOD             WIDT
 DN7317
 DN7317                          STATION DESCRIPTION
 DN7317
 DN7317'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7317'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 WITH COUNTY
 DN7317'HIGHWAY M APPROXIMATELY 5.4 MI (8.7 KM) NORTHEAST OF THE VILLAGE OF
 DN7317'NEW AUBURN, GO SOUTH ON STATE HIGHWAY 40 FOR 1.7 MI (2.7 KM) TO COUNTY
 DN7317'HIGHWAY AA.  TURN RIGHT AND GO WEST ON COUNTY HIGHWAY AA FOR 1.08 MI
 DN7317'(1.7 KM) TO THE STATION ON THE LEFT.
 DN7317'
 DN7317'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7317'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7317'INCH) DIAMETER CONCRETE POST 1.8 M (5.9 FT) DEEP, PROJECTING 10 CM (4
 DN7317'INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.2 M (0.7 FT) LOWER THAN
 DN7317'THE HIGHWAY PAVEMENT.  THE STATION IS 9.5 M (31.2 FT) SOUTH OF THE
 DN7317'CENTERLINE OF COUNTY HIGHWAY AA, 0.9 MI (1.4 KM) EAST OF COUNTY
 DN7317'HIGHWAY F, 93.5 M (306.8 FT) EAST OF THE CENTERLINE OF PRIVATE
 DN7317'ENTRANCE NUMBER 10881, 16.9 M (55.4 FT) WEST OF THE CENTERLINE OF A
 DN7317'FIELD ENTRANCE, 0.7 M (2.3 FT) NORTH OF A WIRE FENCE AND 1.0 M (3.3
 DN7317'FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST AND 1.0 M (3.3 FT) NORTHEAST OF
 DN7317'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7317'
 DN7317'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7317'DEGREES ABOVE THE HORIZON.
 DN7317
 DN7317                          STATION RECOVERY (2016)
 DN7317
 DN7317'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DN7317'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7307 ***********************************************************************
 DN7307  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7307  DESIGNATION -  BLOOMER W GPS
 DN7307  PID         -  DN7307
 DN7307  STATE/COUNTY-  WI/CHIPPEWA
 DN7307  COUNTRY     -  US
 DN7307  USGS QUAD   -  NEW AUBURN (2018)
 DN7307
 DN7307                         *CURRENT SURVEY CONTROL
 DN7307  ______________________________________________________________________
 DN7307* NAD 83(2011) POSITION- 45 09 27.90926(N) 091 31 55.95558(W)   ADJUSTED
 DN7307* NAD 83(2011) ELLIP HT-   319.367 (meters)        (04/15/13)   ADJUSTED
 DN7307* NAD 83(2011) EPOCH   -  2010.00
 DN7307* NAVD 88 ORTHO HEIGHT -   349.96  (meters)     1148.2   (feet) GPS OBS
 DN7307  ______________________________________________________________________
 DN7307  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7307  GEOID HEIGHT    -        -30.590 (meters)                     GEOID12A
 DN7307  GEOID HEIGHT    -        -30.583 (meters)                     GEOID18
 DN7307  NAD 83(2011) X  -   -120,469.593 (meters)                     COMP
 DN7307  NAD 83(2011) Y  - -4,503,791.441 (meters)                     COMP
 DN7307  NAD 83(2011) Z  -  4,499,954.464 (meters)                     COMP
 DN7307  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 DN7307
 DN7307  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7307  Standards:
 DN7307         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7307            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7307  -------------------------------------------------------------------
 DN7307  NETWORK    0.46   0.86           0.21   0.16   0.44     -0.06776429
 DN7307  -------------------------------------------------------------------
 DN7307  Click here for local accuracies and other accuracy information.
 DN7307
 DN7307.The horizontal coordinates were established by GPS observations
 DN7307.and adjusted by the National Geodetic Survey in April 2013.
 DN7307
 DN7307.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7307.been affixed to the stable North American tectonic plate. See 
 DN7307.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7307
 DN7307.The horizontal coordinates are valid at the epoch date displayed above
 DN7307.which is a decimal equivalence of Year/Month/Day.
 DN7307
 DN7307.The orthometric height was determined by GPS observations and a
 DN7307.high-resolution geoid model using precise GPS observation and
 DN7307.processing techniques.
 DN7307
 DN7307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7307.GEOID18 height accuracy estimate available here.
 DN7307
 DN7307.Click photographs - Photos may exist for this station.
 DN7307
 DN7307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7307
 DN7307.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7307
 DN7307.The ellipsoidal height was determined by GPS observations
 DN7307.and is referenced to NAD 83.
 DN7307
 DN7307. The following values were computed from the NAD 83(2011) position.
 DN7307
 DN7307;                    North         East     Units Scale Factor Converg.
 DN7307;SPC WI C     -   148,306.295   479,534.909   MT  0.99995276   -1 04 51.9
 DN7307;SPC WI C     -   486,568.24  1,573,274.11   sFT  0.99995276   -1 04 51.9
 DN7307;UTM  15      - 5,001,522.844   615,366.378   MT  0.99976365   +1 02 27.1
 DN7307
 DN7307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7307!SPC WI C     -   0.99994993  x   0.99995276  =   0.99990269
 DN7307!UTM  15      -   0.99994993  x   0.99976365  =   0.99971359
 DN7307
 DN7307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1536601522(NAD 83)
 DN7307
 DN7307                          SUPERSEDED SURVEY CONTROL
 DN7307
 DN7307  NAD 83(2007)-  45 09 27.90931(N)    091 31 55.95626(W) AD(2002.00) 1
 DN7307  ELLIP H (04/06/12)  319.394  (m)                       GP(2002.00) 1 1
 DN7307
 DN7307.Superseded values are not recommended for survey control.
 DN7307
 DN7307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7307.See file dsdata.pdf to determine how the superseded data were derived.
 DN7307
 DN7307_MARKER: DD = SURVEY DISK
 DN7307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7307_STAMPING: BLOOMER W GPS 2006
 DN7307_MARK LOGO: WIDT
 DN7307_PROJECTION: FLUSH
 DN7307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN7307+STABILITY: SURFACE MOTION
 DN7307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7307+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2016
 DN7307
 DN7307  HISTORY     - Date     Condition        Report By
 DN7307  HISTORY     - 2005     MONUMENTED       WIDT
 DN7307  HISTORY     - 20080805 GOOD             WIDT
 DN7307  HISTORY     - 20160906 GOOD             WIDT
 DN7307
 DN7307                          STATION DESCRIPTION
 DN7307
 DN7307'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7307'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DN7307'HIGHWAY 64 APPROXIMATELY 3 MI (4.8 KM) NORTHWEST OF THE CITY OF
 DN7307'BLOOMER, GO WEST ON STATE HIGHWAY 64 FOR 0.15 MI (0.2 KM) TO 80TH
 DN7307'STREET.  TURN RIGHT AND GO NORTH AND WEST ON 80TH STREET FOR 1.3 MI
 DN7307'(2.1 KM) TO 78TH STREET RIGHT, CURVE RIGHT AND GO NORTH ON 78TH STREET
 DN7307'FOR 0.4 MI (0.6 KM) TO 215TH AVENUE LEFT, CURVE LEFT AND GO WEST ON
 DN7307'215TH AVENUE FOR 0.2 MI (0.3 KM) TO 75TH STREET RIGHT, CURVE RIGHT AND
 DN7307'GO NORTH ON 75TH STREET FOR 129 M (423.2 FT) TO THE STATION ON THE
 DN7307'RIGHT.
 DN7307'
 DN7307'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7307'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7307'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7307'GROUND AND APPROXIMATELY 0.1 M (0.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7307'THE STATION IS 7.2 M (23.6 FT) EAST OF 75TH STREET, 0.17 MI (0.3 KM)
 DN7307'SOUTH OF PRIVATE ENTRANCE NUMBER 21761, 124 M (406.8 FT)
 DN7307'SOUTH-SOUTHEAST OF A LEFT CURVE AHEAD SIGN POST, 26.9 M (88.3 FT)
 DN7307'SOUTHEAST OF A POWER POLE AND 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT)
 DN7307'SOUTHWEST AND 1.0 M (3.3 FT) NORTHWEST OF THREE ORANGE 4X4 PLASTIC
 DN7307'GUARD POSTS.
 DN7307'
 DN7307'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7307'DEGREES ABOVE THE HORIZON.
 DN7307
 DN7307                          STATION RECOVERY (2016)
 DN7307
 DN7307'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DN7307'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6087 ***********************************************************************
 DF6087  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6087  DESIGNATION -  BLOOMFIELD C GPS
 DF6087  PID         -  DF6087
 DF6087  STATE/COUNTY-  WI/WAUSHARA
 DF6087  COUNTRY     -  US
 DF6087  USGS QUAD   -  POY SIPPI (2018)
 DF6087
 DF6087                         *CURRENT SURVEY CONTROL
 DF6087  ______________________________________________________________________
 DF6087* NAD 83(2011) POSITION- 44 11 56.94681(N) 088 56 03.73924(W)   ADJUSTED
 DF6087* NAD 83(2011) ELLIP HT-   203.363 (meters)        (06/27/12)   ADJUSTED
 DF6087* NAD 83(2011) EPOCH   -  2010.00
 DF6087* NAVD 88 ORTHO HEIGHT -   239.89  (meters)      787.0   (feet) GPS OBS
 DF6087  ______________________________________________________________________
 DF6087  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6087  GEOID HEIGHT    -        -36.527 (meters)                     GEOID12A
 DF6087  GEOID HEIGHT    -        -36.527 (meters)                     GEOID18
 DF6087  NAD 83(2011) X  -     85,181.355 (meters)                     COMP
 DF6087  NAD 83(2011) Y  - -4,579,430.545 (meters)                     COMP
 DF6087  NAD 83(2011) Z  -  4,424,124.623 (meters)                     COMP
 DF6087  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 DF6087
 DF6087  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6087  Standards:
 DF6087         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6087            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6087  -------------------------------------------------------------------
 DF6087  NETWORK    0.24   0.29           0.11   0.08   0.15      0.10572753
 DF6087  -------------------------------------------------------------------
 DF6087  Click here for local accuracies and other accuracy information.
 DF6087
 DF6087.The horizontal coordinates were established by GPS observations
 DF6087.and adjusted by the National Geodetic Survey in June 2012.
 DF6087
 DF6087.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6087.been affixed to the stable North American tectonic plate. See 
 DF6087.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6087
 DF6087.The horizontal coordinates are valid at the epoch date displayed above
 DF6087.which is a decimal equivalence of Year/Month/Day.
 DF6087
 DF6087.The orthometric height was determined by GPS observations and a
 DF6087.high-resolution geoid model using precise GPS observation and
 DF6087.processing techniques.
 DF6087
 DF6087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6087.GEOID18 height accuracy estimate available here.
 DF6087
 DF6087.Click photographs - Photos may exist for this station.
 DF6087
 DF6087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6087
 DF6087.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6087
 DF6087.The ellipsoidal height was determined by GPS observations
 DF6087.and is referenced to NAD 83.
 DF6087
 DF6087. The following values were computed from the NAD 83(2011) position.
 DF6087
 DF6087;                    North         East     Units Scale Factor Converg.
 DF6087;SPC WI S     -   244,860.148   685,183.758   MT  1.00002961   +0 43 55.9
 DF6087;SPC WI S     -   803,345.34  2,247,973.71   sFT  1.00002961   +0 43 55.9
 DF6087;UTM  16      - 4,895,811.953   345,432.272   MT  0.99989383   -1 20 55.8
 DF6087
 DF6087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6087!SPC WI S     -   0.99996811  x   1.00002961  =   0.99999772
 DF6087!UTM  16      -   0.99996811  x   0.99989383  =   0.99986195
 DF6087
 DF6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4543295811(NAD 83)
 DF6087
 DF6087                          SUPERSEDED SURVEY CONTROL
 DF6087
 DF6087  NAD 83(2007)-  44 11 56.94688(N)    088 56 03.74004(W) AD(2002.00) 0
 DF6087  ELLIP H (02/10/07)  203.400  (m)                       GP(2002.00)    
 DF6087  NAD 83(1997)-  44 11 56.94701(N)    088 56 03.74022(W) AD(       ) 1
 DF6087  ELLIP H (06/11/03)  203.401  (m)                       GP(       ) 3 1
 DF6087  NAVD 88 (07/26/07)  239.87   (m)  GEOID03  model used  GPS OBS        
 DF6087  NAVD 88 (06/11/03)  239.86   (m)  GEOID99  model used  GPS OBS        
 DF6087
 DF6087.Superseded values are not recommended for survey control.
 DF6087
 DF6087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6087.See file dsdata.pdf to determine how the superseded data were derived.
 DF6087
 DF6087_MARKER: DD = SURVEY DISK
 DF6087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6087_STAMPING: BLOOMFIELD C GPS 1994
 DF6087_MARK LOGO: WIDT
 DF6087_PROJECTION: FLUSH
 DF6087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6087+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 DF6087
 DF6087  HISTORY     - Date     Condition        Report By
 DF6087  HISTORY     - 1994     MONUMENTED       WI-137
 DF6087  HISTORY     - 20000927 GOOD             WIDT
 DF6087  HISTORY     - 2004     GOOD             WIDT
 DF6087  HISTORY     - 20040102 GOOD             USPSQD
 DF6087  HISTORY     - 20050607 GOOD             WIDT
 DF6087
 DF6087                          STATION DESCRIPTION
 DF6087
 DF6087'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6087'THE STATION IS LOCATED ABOUT 35 KM NORTHWEST OF OSHKOSH AND 8 KM
 DF6087'NORTH-NORTHEAST OF POY SIPPI.  OWNERSHIP--TOWN OF BLOOMFIELD.
 DF6087'
 DF6087'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 WITH COUNTY
 DF6087'HIGHWAY H ABOUT 1 KM NORTH OF THE COMMUNITY OF POY SIPPI, GO NORTH ON
 DF6087'STATE HIGHWAY 49 FOR 6.9 KM TO APACHE COURT, TURN RIGHT AND GO EAST ON
 DF6087'APACHE COURT FOR 2.3 KM TO 34TH AVENUE, TURN LEFT AND GO NORTH ON 34TH
 DF6087'AVENUE FOR 0.3 KM TO APACHE AVENUE, TURN RIGHT AND GO EAST ON APACHE
 DF6087'AVENUE FOR 1.0 KM TO THE STATION ON THE LEFT.
 DF6087'
 DF6087'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION CONTROL MARKER
 DF6087'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8
 DF6087'M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DF6087'
 DF6087'THE STATION IS 10.0 M NORTH OF THE CENTERLINE OF APACHE AVENUE, 0.8 KM
 DF6087'WEST OF APACHE DRIVE, 30 M NORTHWEST OF A FIELD ENTRANCE, 0.4 M SOUTH
 DF6087'OF A WHITE PLASTIC WITNESS POST, 1.0 M EAST, 1.0 M WEST, AND 1.0 M
 DF6087'NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6087'
 DF6087'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF6087'DEGREES ABOVE THE HORIZON.
 DF6087
 DF6087                          STATION RECOVERY (2004)
 DF6087
 DF6087'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF6087'RECOVERED AS DESCRIBED.
 DF6087
 DF6087                          STATION RECOVERY (2004)
 DF6087
 DF6087'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF6087'RECOVERED IN GOOD CONDITION.
 DF6087
 DF6087                          STATION RECOVERY (2005)
 DF6087
 DF6087'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4827 ***********************************************************************
 DG4827  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4827  DESIGNATION -  BLOOMFIELD E GPS
 DG4827  PID         -  DG4827
 DG4827  STATE/COUNTY-  WI/WALWORTH
 DG4827  COUNTRY     -  US
 DG4827  USGS QUAD   -  GENOA CITY (2018)
 DG4827
 DG4827                         *CURRENT SURVEY CONTROL
 DG4827  ______________________________________________________________________
 DG4827* NAD 83(2011) POSITION- 42 33 14.87625(N) 088 20 48.15001(W)   ADJUSTED
 DG4827* NAD 83(2011) ELLIP HT-   233.018 (meters)        (06/27/12)   ADJUSTED
 DG4827* NAD 83(2011) EPOCH   -  2010.00
 DG4827* NAVD 88 ORTHO HEIGHT -   267.26  (meters)      876.8   (feet) GPS OBS
 DG4827  ______________________________________________________________________
 DG4827  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4827  GEOID HEIGHT    -        -34.246 (meters)                     GEOID12A
 DG4827  GEOID HEIGHT    -        -34.248 (meters)                     GEOID18
 DG4827  NAD 83(2011) X  -    135,767.767 (meters)                     COMP
 DG4827  NAD 83(2011) Y  - -4,703,804.599 (meters)                     COMP
 DG4827  NAD 83(2011) Z  -  4,291,303.798 (meters)                     COMP
 DG4827  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 DG4827
 DG4827  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4827  Standards:
 DG4827         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4827            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4827  -------------------------------------------------------------------
 DG4827  NETWORK    0.33   0.43           0.15   0.12   0.22      0.02910103
 DG4827  -------------------------------------------------------------------
 DG4827  Click here for local accuracies and other accuracy information.
 DG4827
 DG4827.The horizontal coordinates were established by GPS observations
 DG4827.and adjusted by the National Geodetic Survey in June 2012.
 DG4827
 DG4827.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4827.been affixed to the stable North American tectonic plate. See 
 DG4827.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4827
 DG4827.The horizontal coordinates are valid at the epoch date displayed above
 DG4827.which is a decimal equivalence of Year/Month/Day.
 DG4827
 DG4827.The orthometric height was determined by GPS observations and a
 DG4827.high-resolution geoid model using precise GPS observation and
 DG4827.processing techniques.
 DG4827
 DG4827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4827.GEOID18 height accuracy estimate available here.
 DG4827
 DG4827.Click photographs - Photos may exist for this station.
 DG4827
 DG4827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4827
 DG4827.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4827
 DG4827.The ellipsoidal height was determined by GPS observations
 DG4827.and is referenced to NAD 83.
 DG4827
 DG4827. The following values were computed from the NAD 83(2011) position.
 DG4827
 DG4827;                    North         East     Units Scale Factor Converg.
 DG4827;SPC WI S     -    62,906.150   735,778.321   MT  1.00004095   +1 08 09.5
 DG4827;SPC WI S     -   206,384.59  2,413,966.04   sFT  1.00004095   +1 08 09.5
 DG4827;UTM  16      - 4,712,182.677   389,440.794   MT  0.99975039   -0 54 39.1
 DG4827
 DG4827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4827!SPC WI S     -   0.99996346  x   1.00004095  =   1.00000441
 DG4827!UTM  16      -   0.99996346  x   0.99975039  =   0.99971386
 DG4827
 DG4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8944012182(NAD 83)
 DG4827
 DG4827                          SUPERSEDED SURVEY CONTROL
 DG4827
 DG4827  NAD 83(2007)-  42 33 14.87620(N)    088 20 48.15083(W) AD(2002.00) 0
 DG4827  ELLIP H (02/10/07)  233.052  (m)                       GP(2002.00)    
 DG4827  NAD 83(1997)-  42 33 14.87628(N)    088 20 48.15093(W) AD(       ) 1
 DG4827  ELLIP H (04/02/04)  233.058  (m)                       GP(       ) 4 1
 DG4827  NAVD 88 (07/26/07)  267.24   (m)  UNKNOWN  model used  GPS OBS        
 DG4827  NAVD 88 (04/02/04)  267.26   (m)  GEOID03  model used  GPS OBS        
 DG4827
 DG4827.Superseded values are not recommended for survey control.
 DG4827
 DG4827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4827.See file dsdata.pdf to determine how the superseded data were derived.
 DG4827
 DG4827_MARKER: DD = SURVEY DISK
 DG4827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4827_STAMPING: BLOOMFIELD E GPS 2002
 DG4827_MARK LOGO: WIDT
 DG4827_PROJECTION: FLUSH
 DG4827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4827+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DG4827
 DG4827  HISTORY     - Date     Condition        Report By
 DG4827  HISTORY     - 2001     MONUMENTED       WIDT
 DG4827  HISTORY     - 20060726 GOOD             WIDT
 DG4827
 DG4827                          STATION DESCRIPTION
 DG4827
 DG4827'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4827'THE STATION IS LOCATED ABOUT 15 KM SOUTHWEST OF BURLINGTON AND 8 KM
 DG4827'SOUTHEAST OF LAKE GENEVA.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DG4827'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DG4827'12 WITH STATE HIGHWAY 50 ABOUT 1 KM EAST OF THE CITY OF LAKE GENEVA,
 DG4827'GO SOUTHEAST ON US HIGHWAY 12 FOR 6.9 KM TO THE STATION ON THE LEFT.
 DG4827'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANPORATION GEODETIC
 DG4827'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DG4827'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M ABOVE HIGHWAY
 DG4827'PAVEMENT. THE STATION IS 22.4 M EAST-NORTHEAST OF THE CENTERLINE OF
 DG4827'WESTBOUND US HIGHWAY 12, 1.2 KM NORTHWEST OF PELL LAKE DRIVE, 155 M
 DG4827'NORTH-NORTHWEST OF THE EASTERNMOST METAL SIGN FOR --LAKE GENEVA 6
 DG4827'MILES, HIGHWAY 43 12 MILES, MADISON 74 MILES--, 69 M SOUTHEAST OF A
 DG4827'WOOD POST FOR --EMERGENCY STOPPING ONLY-- SIGN, AND 3.4 M SOUTHWEST OF
 DG4827'A FENCE.  ---NOTE---THE STATION IS WEST-NORTHWEST, EAST-NORTHEAST AND
 DG4827'NORTH OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS. ---NOTE---THIS
 DG4827'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG4827'ABOVE THE HORIZON.
 DG4827
 DG4827                          STATION RECOVERY (2006)
 DG4827
 DG4827'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DG4827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9504 ***********************************************************************
 DF9504  DESIGNATION -  BLOOMFIELD S GPS
 DF9504  PID         -  DF9504
 DF9504  STATE/COUNTY-  WI/WALWORTH
 DF9504  COUNTRY     -  US
 DF9504  USGS QUAD   -  LAKE GENEVA (2018)
 DF9504
 DF9504                         *CURRENT SURVEY CONTROL
 DF9504  ______________________________________________________________________
 DF9504* NAD 83(2011) POSITION- 42 31 25.04332(N) 088 22 56.20579(W)   ADJUSTED
 DF9504* NAD 83(2011) ELLIP HT-   236.121 (meters)        (06/27/12)   ADJUSTED
 DF9504* NAD 83(2011) EPOCH   -  2010.00
 DF9504* NAVD 88 ORTHO HEIGHT -   270.313 (meters)      886.85  (feet) ADJUSTED
 DF9504  ______________________________________________________________________
 DF9504  GEOID HEIGHT    -        -34.195 (meters)                     GEOID18
 DF9504  NAD 83(2011) X  -    132,912.222 (meters)                     COMP
 DF9504  NAD 83(2011) Y  - -4,706,180.756 (meters)                     COMP
 DF9504  NAD 83(2011) Z  -  4,288,808.673 (meters)                     COMP
 DF9504  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 DF9504  DYNAMIC HEIGHT  -        270.227 (meters)      886.57  (feet) COMP
 DF9504  MODELED GRAVITY -    980,296.0   (mgal)                       NAVD 88
 DF9504
 DF9504  VERT ORDER      -  SECOND    CLASS I
 DF9504
 DF9504  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9504  Standards:
 DF9504         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9504            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9504  -------------------------------------------------------------------
 DF9504  NETWORK    0.48   0.57           0.22   0.16   0.29     -0.00435930
 DF9504  -------------------------------------------------------------------
 DF9504  Click here for local accuracies and other accuracy information.
 DF9504
 DF9504.The horizontal coordinates were established by GPS observations
 DF9504.and adjusted by the National Geodetic Survey in June 2012.
 DF9504
 DF9504.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9504.been affixed to the stable North American tectonic plate. See 
 DF9504.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9504
 DF9504.The horizontal coordinates are valid at the epoch date displayed above
 DF9504.which is a decimal equivalence of Year/Month/Day.
 DF9504
 DF9504.The orthometric height was determined by differential leveling and
 DF9504.adjusted by the WI DEPT OF TRANSP
 DF9504.in May 2012.
 DF9504
 DF9504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9504.GEOID18 height accuracy estimate available here.
 DF9504
 DF9504.Click photographs - Photos may exist for this station.
 DF9504
 DF9504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9504
 DF9504.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9504
 DF9504.The ellipsoidal height was determined by GPS observations
 DF9504.and is referenced to NAD 83.
 DF9504
 DF9504.The dynamic height is computed by dividing the NAVD 88
 DF9504.geopotential number by the normal gravity value computed on the
 DF9504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9504.degrees latitude (g = 980.6199 gals.).
 DF9504
 DF9504.The modeled gravity was interpolated from observed gravity values.
 DF9504
 DF9504. The following values were computed from the NAD 83(2011) position.
 DF9504
 DF9504;                    North         East     Units Scale Factor Converg.
 DF9504;SPC WI S     -    59,460.269   732,923.128   MT  1.00004888   +1 06 41.5
 DF9504;SPC WI S     -   195,079.23  2,404,598.63   sFT  1.00004888   +1 06 41.5
 DF9504;UTM  16      - 4,708,841.918   386,465.240   MT  0.99975859   -0 56 03.7
 DF9504
 DF9504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9504!SPC WI S     -   0.99996297  x   1.00004888  =   1.00001185
 DF9504!UTM  16      -   0.99996297  x   0.99975859  =   0.99972157
 DF9504
 DF9504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8646508841(NAD 83)
 DF9504
 DF9504                          SUPERSEDED SURVEY CONTROL
 DF9504
 DF9504  NAD 83(2007)-  42 31 25.04326(N)    088 22 56.20661(W) AD(2002.00) 0
 DF9504  ELLIP H (02/10/07)  236.155  (m)                       GP(2002.00)    
 DF9504  NAD 83(1997)-  42 31 25.04334(N)    088 22 56.20671(W) AD(       ) 1
 DF9504  ELLIP H (04/02/04)  236.160  (m)                       GP(       ) 4 1
 DF9504  NAVD 88             270.28   (m)          886.7    (f) LEVELING    3  
 DF9504  NAVD 88 (04/20/07)  270.283  (m)          886.75   (f) SUPERSEDED  2 1
 DF9504  NAVD 88             270.31   (m)          886.8    (f) LEVELING    3  
 DF9504  NAVD 88 (02/25/04)  270.310  (m)          886.84   (f) SUPERSEDED  2 1
 DF9504
 DF9504.Superseded values are not recommended for survey control.
 DF9504
 DF9504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9504.See file dsdata.pdf to determine how the superseded data were derived.
 DF9504
 DF9504_MARKER: DD = SURVEY DISK
 DF9504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9504_STAMPING: BLOOMFIELD S GPS 2002
 DF9504_MARK LOGO: WIDT
 DF9504_PROJECTION: FLUSH
 DF9504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9504+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2008
 DF9504
 DF9504  HISTORY     - Date     Condition        Report By
 DF9504  HISTORY     - 2001     MONUMENTED       WIDT
 DF9504  HISTORY     - 20080610 GOOD             WIDT
 DF9504
 DF9504                          STATION DESCRIPTION
 DF9504
 DF9504'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9504'THE STATION IS LOCATED ABOUT 18 KM EAST OF WALWORTH, 9 KM
 DF9504'SOUTH-SOUTHEAST OF LAKE GENEVA, AND 3 KM SOUTHWEST OF PELL LAKE.
 DF9504'OWNERSHIP--TOWN OF BLOOMFIELD. TO REACH THE STATION FROM THE JUNCTION
 DF9504'OF STATE HIGHWAY 50 WITH STATE HIGHWAY 120 IN THE CITY OF LAKE
 DF9504'GENEVA, GO SOUTH ON STATE HIGHWAY 120 FOR 8.8 KM TO COUNTY HIGHWAY B,
 DF9504'TURN LEFT AND GO EAST ON COUNTY HIGHWAY B FOR 4.0 KM TO SRING CREEK
 DF9504'ROAD, TURN LEFT AND GO NORTH ON SPRING CREEK ROAD FOR 0.7 KM TO
 DF9504'DEIGNAN ROAD, TURN RIGHT AND GO EAST ON DEIGNAN ROAD FOR 1.0 KM TO
 DF9504'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9504'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9504'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9504'AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 7.5 M SOUTH OF
 DF9504'THE CENTERLINE OF DEIGNAN ROAD, 0.5 KM WEST OF THE PRIVATE ENTRANCE
 DF9504'--W1543--, 0.4 KM EAST OF THE PRIVATE ENTRANCE --W 1787--, AND 1 M
 DF9504'NORTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTHWEST,
 DF9504'SOUTHEAST AND NORTH OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DF9504'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9504'THAN 10 DEGREES ABOVE THE HORIZON.
 DF9504
 DF9504                          STATION RECOVERY (2008)
 DF9504
 DF9504'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DF9504'RECOVERED IN GOOD CONDITION.  REPLACED TWO BROKEN GUARD POSTS.  THE
 DF9504'STATION IS 1.0 M EAST AND 1.0 M WEST OF TWO 4X4 ORANGE PLASTIC GUARD
 DF9504'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5323 ***********************************************************************
 DH5323  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5323  DESIGNATION -  BLOOMINGTON C GPS
 DH5323  PID         -  DH5323
 DH5323  STATE/COUNTY-  WI/GRANT
 DH5323  COUNTRY     -  US
 DH5323  USGS QUAD   -  BEETOWN (2018)
 DH5323
 DH5323                         *CURRENT SURVEY CONTROL
 DH5323  ______________________________________________________________________
 DH5323* NAD 83(2011) POSITION- 42 52 22.57465(N) 090 57 54.59269(W)   ADJUSTED
 DH5323* NAD 83(2011) ELLIP HT-   291.030 (meters)        (06/27/12)   ADJUSTED
 DH5323* NAD 83(2011) EPOCH   -  2010.00
 DH5323* NAVD 88 ORTHO HEIGHT -   323.03  (meters)     1059.8   (feet) GPS OBS
 DH5323  ______________________________________________________________________
 DH5323  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5323  GEOID HEIGHT    -        -31.991 (meters)                     GEOID12A
 DH5323  GEOID HEIGHT    -        -32.000 (meters)                     GEOID18
 DH5323  NAD 83(2011) X  -    -78,862.295 (meters)                     COMP
 DH5323  NAD 83(2011) Y  - -4,681,117.694 (meters)                     COMP
 DH5323  NAD 83(2011) Z  -  4,317,365.625 (meters)                     COMP
 DH5323  LAPLACE CORR    -         -5.35  (seconds)                    DEFLEC18
 DH5323
 DH5323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5323  Standards:
 DH5323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5323  -------------------------------------------------------------------
 DH5323  NETWORK    0.25   0.37           0.11   0.09   0.19      0.00582530
 DH5323  -------------------------------------------------------------------
 DH5323  Click here for local accuracies and other accuracy information.
 DH5323
 DH5323.The horizontal coordinates were established by GPS observations
 DH5323.and adjusted by the National Geodetic Survey in June 2012.
 DH5323
 DH5323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5323.been affixed to the stable North American tectonic plate. See 
 DH5323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5323
 DH5323.The horizontal coordinates are valid at the epoch date displayed above
 DH5323.which is a decimal equivalence of Year/Month/Day.
 DH5323
 DH5323.The orthometric height was determined by GPS observations and a
 DH5323.high-resolution geoid model using precise GPS observation and
 DH5323.processing techniques.
 DH5323
 DH5323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5323.GEOID18 height accuracy estimate available here.
 DH5323
 DH5323.Click photographs - Photos may exist for this station.
 DH5323
 DH5323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5323
 DH5323.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5323
 DH5323.The ellipsoidal height was determined by GPS observations
 DH5323.and is referenced to NAD 83.
 DH5323
 DH5323. The following values were computed from the NAD 83(2011) position.
 DH5323
 DH5323;                    North         East     Units Scale Factor Converg.
 DH5323;SPC WI S     -    97,431.814   521,141.318   MT  0.99997478   -0 39 47.4
 DH5323;SPC WI S     -   319,657.54  1,709,777.81   sFT  0.99997478   -0 39 47.4
 DH5323;UTM  15      - 4,748,713.273   666,200.077   MT  0.99993983   +1 23 05.2
 DH5323
 DH5323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5323!SPC WI S     -   0.99995436  x   0.99997478  =   0.99992914
 DH5323!UTM  15      -   0.99995436  x   0.99993983  =   0.99989419
 DH5323
 DH5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6620048713(NAD 83)
 DH5323
 DH5323                          SUPERSEDED SURVEY CONTROL
 DH5323
 DH5323  NAD 83(2007)-  42 52 22.57470(N)    090 57 54.59354(W) AD(2002.00) 0
 DH5323  ELLIP H (02/10/07)  291.063  (m)                       GP(2002.00)    
 DH5323  NAD 83(1997)-  42 52 22.57454(N)    090 57 54.59389(W) AD(       ) 1
 DH5323  ELLIP H (08/01/05)  291.076  (m)                       GP(       ) 2 1
 DH5323  NAVD 88 (07/26/07)  323.04   (m)  GEOID03  model used  GPS OBS        
 DH5323
 DH5323.Superseded values are not recommended for survey control.
 DH5323
 DH5323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5323.See file dsdata.pdf to determine how the superseded data were derived.
 DH5323
 DH5323_MARKER: DD = SURVEY DISK
 DH5323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5323_STAMPING: BLOOMINGTON C GPS 2004
 DH5323_MARK LOGO: WIDT
 DH5323_PROJECTION: FLUSH
 DH5323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5323+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DH5323
 DH5323  HISTORY     - Date     Condition        Report By
 DH5323  HISTORY     - 2003     MONUMENTED       WIDT
 DH5323  HISTORY     - 20071023 GOOD             WIDT
 DH5323  HISTORY     - 20231207 GOOD             DJHENK
 DH5323
 DH5323                          STATION DESCRIPTION
 DH5323
 DH5323'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5323'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5323'STATE HIGHWAY 133 AND COUNTY HIGHWAY A NORTH WITH COUNTY HIGHWAY A
 DH5323'WEST AND SPRUCE ROAD ABOUT 2 MI SOUTHWEST OF THE VILLAGE OF
 DH5323'BLOOMINGTON, GO WEST ON  COUNTY HIGHWAY A FOR 0.7 MI TO THE STATION ON
 DH5323'THE RIGHT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT OF
 DH5323'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5323'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5323'THE STATION IS 14.1 M NORTH OF THE CENTERLINE OF  COUNTY HIGHWAY A, 86
 DH5323'M WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 46.8 M NORTHEAST OF  A
 DH5323'POWERPOLE --5-5W-33 41/52--, 1.3 M SOUTH OF A BARBED WIRE FENCE, 1.0 M
 DH5323'SOUTH OF AN ORANGE  4X4  PLASTIC WITNESS POST, 1.0 M NORTHEAST OF AN
 DH5323'ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M  NORTHWEST OF AN ORANGE 4X4
 DH5323'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5323'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5323
 DH5323                          STATION RECOVERY (2007)
 DH5323
 DH5323'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5323'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.83 MILE WEST OF
 DH5323'MAINE ROAD AND 31.0 M NORTH-NORTHWEST OF TELEPHONE PEDESTAL --6000
 DH5323'15-- ATTACHED TO A WOOD POST.
 DH5323
 DH5323                          STATION RECOVERY (2023)
 DH5323
 DH5323'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DH5323'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5324 ***********************************************************************
 DH5324  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5324  DESIGNATION -  BLOOMINGTON N GPS
 DH5324  PID         -  DH5324
 DH5324  STATE/COUNTY-  WI/GRANT
 DH5324  COUNTRY     -  US
 DH5324  USGS QUAD   -  BLOOMINGTON (2018)
 DH5324
 DH5324                         *CURRENT SURVEY CONTROL
 DH5324  ______________________________________________________________________
 DH5324* NAD 83(2011) POSITION- 42 54 29.43557(N) 090 55 19.12452(W)   ADJUSTED
 DH5324* NAD 83(2011) ELLIP HT-   300.408 (meters)        (06/27/12)   ADJUSTED
 DH5324* NAD 83(2011) EPOCH   -  2010.00
 DH5324* NAVD 88 ORTHO HEIGHT -   332.50  (meters)     1090.9   (feet) GPS OBS
 DH5324  ______________________________________________________________________
 DH5324  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5324  GEOID HEIGHT    -        -32.091 (meters)                     GEOID12A
 DH5324  GEOID HEIGHT    -        -32.099 (meters)                     GEOID18
 DH5324  NAD 83(2011) X  -    -75,291.206 (meters)                     COMP
 DH5324  NAD 83(2011) Y  - -4,678,518.525 (meters)                     COMP
 DH5324  NAD 83(2011) Z  -  4,320,240.293 (meters)                     COMP
 DH5324  LAPLACE CORR    -         -5.45  (seconds)                    DEFLEC18
 DH5324
 DH5324  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5324  Standards:
 DH5324         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5324            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5324  -------------------------------------------------------------------
 DH5324  NETWORK    0.28   0.43           0.13   0.09   0.22      0.07937637
 DH5324  -------------------------------------------------------------------
 DH5324  Click here for local accuracies and other accuracy information.
 DH5324
 DH5324.The horizontal coordinates were established by GPS observations
 DH5324.and adjusted by the National Geodetic Survey in June 2012.
 DH5324
 DH5324.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5324.been affixed to the stable North American tectonic plate. See 
 DH5324.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5324
 DH5324.The horizontal coordinates are valid at the epoch date displayed above
 DH5324.which is a decimal equivalence of Year/Month/Day.
 DH5324
 DH5324.The orthometric height was determined by GPS observations and a
 DH5324.high-resolution geoid model using precise GPS observation and
 DH5324.processing techniques.
 DH5324
 DH5324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5324.GEOID18 height accuracy estimate available here.
 DH5324
 DH5324.Click photographs - Photos may exist for this station.
 DH5324
 DH5324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5324
 DH5324.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5324
 DH5324.The ellipsoidal height was determined by GPS observations
 DH5324.and is referenced to NAD 83.
 DH5324
 DH5324. The following values were computed from the NAD 83(2011) position.
 DH5324
 DH5324;                    North         East     Units Scale Factor Converg.
 DH5324;SPC WI S     -   101,306.276   524,712.928   MT  0.99996934   -0 38 00.6
 DH5324;SPC WI S     -   332,369.01  1,721,495.66   sFT  0.99996934   -0 38 00.6
 DH5324;UTM  15      - 4,752,712.814   669,630.840   MT  0.99995400   +1 24 54.4
 DH5324
 DH5324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5324!SPC WI S     -   0.99995289  x   0.99996934  =   0.99992223
 DH5324!UTM  15      -   0.99995289  x   0.99995400  =   0.99990689
 DH5324
 DH5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6963052712(NAD 83)
 DH5324
 DH5324                          SUPERSEDED SURVEY CONTROL
 DH5324
 DH5324  NAD 83(2007)-  42 54 29.43562(N)    090 55 19.12539(W) AD(2002.00) 0
 DH5324  ELLIP H (02/10/07)  300.440  (m)                       GP(2002.00)    
 DH5324  NAD 83(1997)-  42 54 29.43546(N)    090 55 19.12577(W) AD(       ) 1
 DH5324  ELLIP H (08/01/05)  300.453  (m)                       GP(       ) 2 1
 DH5324  NAVD 88 (07/26/07)  332.52   (m)  GEOID03  model used  GPS OBS        
 DH5324
 DH5324.Superseded values are not recommended for survey control.
 DH5324
 DH5324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5324.See file dsdata.pdf to determine how the superseded data were derived.
 DH5324
 DH5324_MARKER: DD = SURVEY DISK
 DH5324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5324_STAMPING: BLOOMINGTON N GPS 2004
 DH5324_MARK LOGO: WIDT
 DH5324_PROJECTION: FLUSH
 DH5324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5324+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DH5324
 DH5324  HISTORY     - Date     Condition        Report By
 DH5324  HISTORY     - 2003     MONUMENTED       WIDT
 DH5324  HISTORY     - 20071024 GOOD             WIDT
 DH5324  HISTORY     - 20080626 GOOD             NGS
 DH5324
 DH5324                          STATION DESCRIPTION
 DH5324
 DH5324'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5324'OWNERSHIP--TOWNSHIP OF BLOOMINGTON.  TO REACH THE STATION FROM THE
 DH5324'JUNCTION OF STATE HIGHWAY 35 AND STATE HIGHWAY 133 NORTH WITH STATE
 DH5324'HIGHWAY 133  SOUTH IN THE VILLAGE OF BLOOMINGTON, GO NORTHWEST ON
 DH5324'STATE HIGHWAY 35 AND STATE  HIGHWAY 133 NORTH FOR 0.01 MI TO 4TH
 DH5324'STREET ON THE RIGHT, TURN RIGHT AND GO EAST ON 4TH  STREET FOR 0.35 MI
 DH5324'TO MILL STREET, TURN LEFT AND GO NORTH ON MILL STREET FOR 1.0 MI TO
 DH5324'ASH  LANE ON THE RIGHT, CONTINUE NORTH ON FAIRGROUND ROAD FOR 0.45 MI
 DH5324'TO THE STATION ON THE  RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5324'DEPARTMENT OF  TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK
 DH5324'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5324'ROAD PAVEMENT.  THE STATION IS 8.7 M EAST OF THE CENTERLINE OF
 DH5324'FAIRGROUND ROAD, 57 M NORTHEAST OF A POWERPOLE, 31.5 M SOUTHEAST OF
 DH5324'POWERPOLE  --5-5W-14 53/21--, 3 M WEST OF A CULTIVATED FIELD, 1.0 M
 DH5324'NORTH OF AN ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M SOUTH OF AN
 DH5324'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS  STATION HAS NO
 DH5324'VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5324'HORIZON.
 DH5324
 DH5324                          STATION RECOVERY (2007)
 DH5324
 DH5324'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5324'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH AND 1.0
 DH5324'M SOUTH OF TWO WHITE PLASTIC WITNESS POSTS.  ---NOTE---THE ORANGE
 DH5324'GUARD POSTS IN THE 2003 DESCRIPTION HAVE BEEN DESTROYED
 DH5324
 DH5324                          STATION RECOVERY (2008)
 DH5324
 DH5324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JTE)
 DH5324'REPLACED SHATTERED ORANGE PLASTIC GUARD POSTS LOCATED NORTH AND SOUTH
 DH5324'OF THE STATION. THE STATION IS 1.0 M NORTH AND 1.0 M SOUTH OF 4X4
 DH5324'ORANGE PLASTIC GUARD POSTS. AN OVERHEAD POWER LINE IS SCHEDULED TO BE
 DH5324'INSTALLED OVER THIS STATION THIS SUMMER --2008--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5036 ***********************************************************************
 DH5036  DESIGNATION -  BLOOMINGTON S GPS
 DH5036  PID         -  DH5036
 DH5036  STATE/COUNTY-  WI/GRANT
 DH5036  COUNTRY     -  US
 DH5036  USGS QUAD   -  GUTTENBERG (2018)
 DH5036
 DH5036                         *CURRENT SURVEY CONTROL
 DH5036  ______________________________________________________________________
 DH5036* NAD 83(2011) POSITION- 42 52 20.69227(N) 091 02 03.88342(W)   ADJUSTED
 DH5036* NAD 83(2011) ELLIP HT-   290.938 (meters)        (06/27/12)   ADJUSTED
 DH5036* NAD 83(2011) EPOCH   -  2010.00
 DH5036* NAVD 88 ORTHO HEIGHT -   322.790 (meters)     1059.02  (feet) ADJUSTED
 DH5036  ______________________________________________________________________
 DH5036  GEOID HEIGHT    -        -31.851 (meters)                     GEOID18
 DH5036  NAD 83(2011) X  -    -84,520.526 (meters)                     COMP
 DH5036  NAD 83(2011) Y  - -4,681,058.411 (meters)                     COMP
 DH5036  NAD 83(2011) Z  -  4,317,322.990 (meters)                     COMP
 DH5036  LAPLACE CORR    -         -4.54  (seconds)                    DEFLEC18
 DH5036  DYNAMIC HEIGHT  -        322.703 (meters)     1058.73  (feet) COMP
 DH5036  MODELED GRAVITY -    980,340.7   (mgal)                       NAVD 88
 DH5036
 DH5036  VERT ORDER      -  SECOND    CLASS I
 DH5036
 DH5036  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5036  Standards:
 DH5036         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5036            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5036  -------------------------------------------------------------------
 DH5036  NETWORK    0.29   0.43           0.13   0.10   0.22      0.08839955
 DH5036  -------------------------------------------------------------------
 DH5036  Click here for local accuracies and other accuracy information.
 DH5036
 DH5036.The horizontal coordinates were established by GPS observations
 DH5036.and adjusted by the National Geodetic Survey in June 2012.
 DH5036
 DH5036.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5036.been affixed to the stable North American tectonic plate. See 
 DH5036.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5036
 DH5036.The horizontal coordinates are valid at the epoch date displayed above
 DH5036.which is a decimal equivalence of Year/Month/Day.
 DH5036
 DH5036.The orthometric height was determined by differential leveling and
 DH5036.adjusted by the WI DEPT OF TRANSP
 DH5036.in May 2012.
 DH5036
 DH5036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5036.GEOID18 height accuracy estimate available here.
 DH5036
 DH5036.Click photographs - Photos may exist for this station.
 DH5036
 DH5036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5036
 DH5036.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5036
 DH5036.The ellipsoidal height was determined by GPS observations
 DH5036.and is referenced to NAD 83.
 DH5036
 DH5036.The dynamic height is computed by dividing the NAVD 88
 DH5036.geopotential number by the normal gravity value computed on the
 DH5036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5036.degrees latitude (g = 980.6199 gals.).
 DH5036
 DH5036.The modeled gravity was interpolated from observed gravity values.
 DH5036
 DH5036. The following values were computed from the NAD 83(2011) position.
 DH5036
 DH5036;                    North         East     Units Scale Factor Converg.
 DH5036;SPC WI S     -    97,441.568   515,483.024   MT  0.99997486   -0 42 38.7
 DH5036;SPC WI S     -   319,689.54  1,691,213.89   sFT  0.99997486   -0 42 38.7
 DH5036;UTM  15      - 4,748,520.807   660,545.312   MT  0.99991710   +1 20 15.4
 DH5036
 DH5036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5036!SPC WI S     -   0.99995438  x   0.99997486  =   0.99992924
 DH5036!UTM  15      -   0.99995438  x   0.99991710  =   0.99987148
 DH5036
 DH5036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6054548520(NAD 83)
 DH5036
 DH5036                          SUPERSEDED SURVEY CONTROL
 DH5036
 DH5036  NAD 83(2007)-  42 52 20.69231(N)    091 02 03.88429(W) AD(2002.00) 0
 DH5036  ELLIP H (02/10/07)  290.974  (m)                       GP(2002.00)    
 DH5036  NAD 83(1997)-  42 52 20.69215(N)    091 02 03.88466(W) AD(       ) 1
 DH5036  ELLIP H (08/01/05)  290.986  (m)                       GP(       ) 2 1
 DH5036  NAVD 88             322.78   (m)         1059.0    (f) LEVELING    3  
 DH5036  NAVD 88 (04/20/07)  322.784  (m)         1059.00   (f) SUPERSEDED  2 1
 DH5036
 DH5036.Superseded values are not recommended for survey control.
 DH5036
 DH5036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5036.See file dsdata.pdf to determine how the superseded data were derived.
 DH5036
 DH5036_MARKER: DD = SURVEY DISK
 DH5036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5036_STAMPING: BLOOMINGTON S GPS 2004
 DH5036_MARK LOGO: WIDT
 DH5036_PROJECTION: FLUSH
 DH5036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5036+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2014
 DH5036
 DH5036  HISTORY     - Date     Condition        Report By
 DH5036  HISTORY     - 2003     MONUMENTED       WIDT
 DH5036  HISTORY     - 20051227 GOOD             WIDT
 DH5036  HISTORY     - 20071023 GOOD             WIDT
 DH5036  HISTORY     - 20080626 GOOD             NGS
 DH5036  HISTORY     - 20140417 GOOD             USACE
 DH5036
 DH5036                          STATION DESCRIPTION
 DH5036
 DH5036'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5036'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5036'COUNTY HIGHWAY A  WITH COUNTY HIGHWAY VV ABOUT 5 MI WEST OF THE
 DH5036'VILLAGE OF BLOOMINGTON, GO WEST ON  COUNTY HWY A FOR 0.15 MI TO THE
 DH5036'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN  DEPARTMENT OF
 DH5036'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5036'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5036'THE STATION IS  15.9 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY A,
 DH5036'37.8 M EAST-SOUTHEAST OF A WOOD  POST FOR A --JUNCTION COUNTY VV --
 DH5036'SIGN, 37.6 M SOUTHWEST OF POWER POLE --5-6W-25 18/0-- , 17.8  M EAST
 DH5036'OF A METAL YELLOW R/W POST, 1 M NORTH OF A BARBED WIRE FENCE, 1.0 M
 DH5036'SOUTHEAST OF  AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M SOUTHWEST OF
 DH5036'AN ORANGE 4X4 PLASTIC WITNESS  POST AND 1.0 M NORTH OF AN ORANGE 4X4
 DH5036'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO  VISIBLE
 DH5036'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH5036
 DH5036                          STATION RECOVERY (2005)
 DH5036
 DH5036'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5036'RECOVERED AS DESCRIBED.
 DH5036
 DH5036                          STATION RECOVERY (2007)
 DH5036
 DH5036'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5036'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 48.5 M EAST OF THE
 DH5036'CENTERLINE OF A FIELD ENTRANCE.
 DH5036
 DH5036                          STATION RECOVERY (2008)
 DH5036
 DH5036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JTE)
 DH5036'REPLACED THE DAMAGED ORANGE PLASTIC GUARD POSTS THAT WERE LOCATED
 DH5036'NORTHWEST AND NORTHEAST OF THE STATION. THE STATION IS 1.0 M NORTH,
 DH5036'1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE 4X4 ORANGE PLASTIC GUARD
 DH5036'POSTS.
 DH5036
 DH5036                          STATION RECOVERY (2014)
 DH5036
 DH5036'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2014 (POJ)
 DH5036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5037 ***********************************************************************
 DH5037  DESIGNATION -  BLOOMINGTON W GPS
 DH5037  PID         -  DH5037
 DH5037  STATE/COUNTY-  WI/GRANT
 DH5037  COUNTRY     -  US
 DH5037  USGS QUAD   -  BRODTVILLE (2018)
 DH5037
 DH5037                         *CURRENT SURVEY CONTROL
 DH5037  ______________________________________________________________________
 DH5037* NAD 83(2011) POSITION- 42 53 53.74977(N) 091 05 20.90730(W)   ADJUSTED
 DH5037* NAD 83(2011) ELLIP HT-   166.789 (meters)        (06/27/12)   ADJUSTED
 DH5037* NAD 83(2011) EPOCH   -  2010.00
 DH5037* NAVD 88 ORTHO HEIGHT -   198.531 (meters)      651.35  (feet) ADJUSTED
 DH5037  ______________________________________________________________________
 DH5037  GEOID HEIGHT    -        -31.742 (meters)                     GEOID18
 DH5037  NAD 83(2011) X  -    -88,952.952 (meters)                     COMP
 DH5037  NAD 83(2011) Y  - -4,678,930.647 (meters)                     COMP
 DH5037  NAD 83(2011) Z  -  4,319,342.658 (meters)                     COMP
 DH5037  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 DH5037  DYNAMIC HEIGHT  -        198.480 (meters)      651.18  (feet) COMP
 DH5037  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 DH5037
 DH5037  VERT ORDER      -  SECOND    CLASS I
 DH5037
 DH5037  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5037  Standards:
 DH5037         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5037            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5037  -------------------------------------------------------------------
 DH5037  NETWORK    0.33   0.51           0.15   0.11   0.26      0.09833646
 DH5037  -------------------------------------------------------------------
 DH5037  Click here for local accuracies and other accuracy information.
 DH5037
 DH5037.The horizontal coordinates were established by GPS observations
 DH5037.and adjusted by the National Geodetic Survey in June 2012.
 DH5037
 DH5037.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5037.been affixed to the stable North American tectonic plate. See 
 DH5037.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5037
 DH5037.The horizontal coordinates are valid at the epoch date displayed above
 DH5037.which is a decimal equivalence of Year/Month/Day.
 DH5037
 DH5037.The orthometric height was determined by differential leveling and
 DH5037.adjusted by the WI DEPT OF TRANSP
 DH5037.in May 2012.
 DH5037
 DH5037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5037.GEOID18 height accuracy estimate available here.
 DH5037
 DH5037.Click photographs - Photos may exist for this station.
 DH5037
 DH5037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5037
 DH5037.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5037
 DH5037.The ellipsoidal height was determined by GPS observations
 DH5037.and is referenced to NAD 83.
 DH5037
 DH5037.The dynamic height is computed by dividing the NAVD 88
 DH5037.geopotential number by the normal gravity value computed on the
 DH5037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5037.degrees latitude (g = 980.6199 gals.).
 DH5037
 DH5037.The modeled gravity was interpolated from observed gravity values.
 DH5037
 DH5037. The following values were computed from the NAD 83(2011) position.
 DH5037
 DH5037;                    North         East     Units Scale Factor Converg.
 DH5037;SPC WI S     -   100,369.795   511,049.137   MT  0.99997083   -0 44 54.1
 DH5037;SPC WI S     -   329,296.57  1,676,667.04   sFT  0.99997083   -0 44 54.1
 DH5037;UTM  15      - 4,751,288.465   656,009.864   MT  0.99989943   +1 18 03.5
 DH5037
 DH5037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5037!SPC WI S     -   0.99997384  x   0.99997083  =   0.99994467
 DH5037!UTM  15      -   0.99997384  x   0.99989943  =   0.99987328
 DH5037
 DH5037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5600951288(NAD 83)
 DH5037
 DH5037                          SUPERSEDED SURVEY CONTROL
 DH5037
 DH5037  NAD 83(2007)-  42 53 53.74983(N)    091 05 20.90815(W) AD(2002.00) 0
 DH5037  ELLIP H (02/10/07)  166.823  (m)                       GP(2002.00)    
 DH5037  NAD 83(1997)-  42 53 53.74966(N)    091 05 20.90853(W) AD(       ) 1
 DH5037  ELLIP H (08/01/05)  166.835  (m)                       GP(       ) 2 1
 DH5037  NAVD 88             198.53   (m)          651.3    (f) LEVELING    3  
 DH5037  NAVD 88 (04/20/07)  198.525  (m)          651.33   (f) SUPERSEDED  2 1
 DH5037
 DH5037.Superseded values are not recommended for survey control.
 DH5037
 DH5037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5037.See file dsdata.pdf to determine how the superseded data were derived.
 DH5037
 DH5037_MARKER: DD = SURVEY DISK
 DH5037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5037_STAMPING: BLOOMINGTON W GPS 2004
 DH5037_MARK LOGO: WIDT
 DH5037_PROJECTION: FLUSH
 DH5037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5037+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 DH5037
 DH5037  HISTORY     - Date     Condition        Report By
 DH5037  HISTORY     - 2003     MONUMENTED       WIDT
 DH5037  HISTORY     - 20051227 GOOD             WIDT
 DH5037  HISTORY     - 20071024 GOOD             WIDT
 DH5037
 DH5037                          STATION DESCRIPTION
 DH5037
 DH5037'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5037'OWNERSHIP--TOWN OF BLOOMINGTON.  TO REACH THE STATION FROM THE
 DH5037'JUNCTION OF COUNTY  HIGHWAY A WITH COUNTY HIGHWAY P IN THE VILLAGE OF
 DH5037'BAGELY, GO  SOUTHEAST ON COUNTY HIGHWAY A FOR 0.7 MI TO WILLOW LANE ON
 DH5037'THE RIGHT, TURN RIGHT  AND GO WEST ON WILLOW LANE FOR 0.15 MI TO THE
 DH5037'STATION ON THE RIGHT.  THE STATION  IS A BRONZE WISCONSIN DEPARTMENT
 DH5037'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION  DISK SET IN THE TOP
 DH5037'OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD  PAVEMENT.
 DH5037'THE STATION IS 7.0 M NORTH OF THE CENTERLINE OF WILLOW LANE, 24 M EAST
 DH5037'OF  THE EXTENDED CENTERLINE OF THE EASTERN MOST PRIVATE ENTRANCE, 19.9
 DH5037'M  NORTHWEST OF POWER POLE --5-6W-21.2 9/32-- , 0.8 M SOUTH OF A
 DH5037'BARBED WIRE FENCE, 1.0 M EAST  OF AN ORANGE 4X4 PLASTIC WITNESS POST
 DH5037'AND 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS  POST.  ---NOTE---THIS
 DH5037'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20  DEGREES
 DH5037'ABOVE THE HORIZON.
 DH5037
 DH5037                          STATION RECOVERY (2005)
 DH5037
 DH5037'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5037'RECOVERED AS DESCRIBED.
 DH5037
 DH5037                          STATION RECOVERY (2007)
 DH5037
 DH5037'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5037'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12.7 M
 DH5037'NORTH-NORTHWEST OF A --STOP AHEAD-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1685 ***********************************************************************
 DP1685  DESIGNATION -  BLOOMVILLE GPS
 DP1685  PID         -  DP1685
 DP1685  STATE/COUNTY-  WI/LINCOLN
 DP1685  COUNTRY     -  US
 DP1685  USGS QUAD   -  BLOOMVILLE (2018)
 DP1685
 DP1685                         *CURRENT SURVEY CONTROL
 DP1685  ______________________________________________________________________
 DP1685* NAD 83(1986) POSITION- 45 17 46.1    (N) 089 31 36.0    (W)   HD_HELD2
 DP1685* NAVD 88 ORTHO HEIGHT -   436.634 (meters)     1432.52  (feet) ADJUSTED
 DP1685  ______________________________________________________________________
 DP1685  GEOID HEIGHT    -        -33.279 (meters)                     GEOID18
 DP1685  DYNAMIC HEIGHT  -        436.587 (meters)     1432.37  (feet) COMP
 DP1685  MODELED GRAVITY -    980,495.8   (mgal)                       NAVD 88
 DP1685
 DP1685  VERT ORDER      -  SECOND    CLASS I
 DP1685
 DP1685.The horizontal coordinates were established by autonomous hand held GPS
 DP1685.observations and have an estimated accuracy of +/- 10 meters.
 DP1685
 DP1685.The orthometric height was determined by differential leveling and
 DP1685.adjusted by the NATIONAL GEODETIC SURVEY
 DP1685.in February 2017.
 DP1685
 DP1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1685.GEOID18 height accuracy estimate available here.
 DP1685
 DP1685.Click photographs - Photos may exist for this station.
 DP1685
 DP1685.The dynamic height is computed by dividing the NAVD 88
 DP1685.geopotential number by the normal gravity value computed on the
 DP1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1685.degrees latitude (g = 980.6199 gals.).
 DP1685
 DP1685.The modeled gravity was interpolated from observed gravity values.
 DP1685
 DP1685;                    North         East    Units  Estimated Accuracy
 DP1685;SPC WI C     -   162,657.      637,127.      MT  (+/- 10 meters HH2 GPS)
 DP1685
 DP1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0188918954(NAD 83)
 DP1685
 DP1685                          SUPERSEDED SURVEY CONTROL
 DP1685
 DP1685  NAVD 88 (03/19/14)  436.645  (m)         1432.56   (f) SUPERSEDED  2 1
 DP1685
 DP1685.Superseded values are not recommended for survey control.
 DP1685
 DP1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1685.See file dsdata.pdf to determine how the superseded data were derived.
 DP1685
 DP1685_MARKER: DD = SURVEY DISK
 DP1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1685_STAMPING: BLOOMVILLE GPS 1995
 DP1685_MARK LOGO: WI-069
 DP1685_PROJECTION: FLUSH
 DP1685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1685+STABILITY: SURFACE MOTION
 DP1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1685+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2013
 DP1685
 DP1685  HISTORY     - Date     Condition        Report By
 DP1685  HISTORY     - 1995     MONUMENTED       WI-069
 DP1685  HISTORY     - 20131105 GOOD             WIDT
 DP1685
 DP1685                          STATION DESCRIPTION
 DP1685
 DP1685'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1685'THE STATION IS APPROXIMATELY 21.5 MI (34.6 KM) NORTHWEST OF ANTIGO,
 DP1685'15.0 MI (24.1 KM) SOUTHEAST OF TOMAHAWK AND 11.0 MI (17.7 KM)
 DP1685'NORTHEAST OF MERRILL.
 DP1685'
 DP1685'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 17 WITH
 DP1685'COUNTY HIGHWAY J LOCATED APPROXIMATELY 11 MI (17.7 KM) NORTHEAST OF
 DP1685'THE CITY OF MERRILL, GO NORTHEAST ALONG STATE HIGHWAY 17 FOR 0.15 MI
 DP1685'(0.2 KM) TO THE STATION ON THE LEFT.
 DP1685'
 DP1685'THE STATION IS A BRONZE LINCOLN COUNTY GPS NETWORK GEODETIC CONTROL
 DP1685'MARKER DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST
 DP1685'AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE
 DP1685'STATION IS 11.2 M (36.7 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DP1685'HIGHWAY 17, 41.1 M (134.8 FT) NORTHEAST OF A -JCT COUNTY J- WOODEN
 DP1685'SIGN POST, 13.4 M (44.0 FT) SOUTHWEST OF A -BLOOMVILLE UNINCORPORATED-
 DP1685'WOODEN SIGN POST AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DP1685'THREE WHITE PLASTIC WITNESS POSTS.
 DP1685'
 DP1685'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1685'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0231 ***********************************************************************
 PN0231  DESIGNATION -  BLOSSOM
 PN0231  PID         -  PN0231
 PN0231  STATE/COUNTY-  WI/OUTAGAMIE
 PN0231  COUNTRY     -  US
 PN0231  USGS QUAD   -  SHIOCTON (2018)
 PN0231
 PN0231                         *CURRENT SURVEY CONTROL
 PN0231  ______________________________________________________________________
 PN0231* NAD 83(1991) POSITION- 44 26 29.59536(N) 088 33 52.07486(W)   ADJUSTED
 PN0231* NAVD 88 ORTHO HEIGHT -   233.570 (meters)      766.30  (feet) ADJUSTED
 PN0231  ______________________________________________________________________
 PN0231  GEOID HEIGHT    -        -36.360 (meters)                     GEOID18
 PN0231  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 PN0231  DYNAMIC HEIGHT  -        233.535 (meters)      766.19  (feet) COMP
 PN0231  MODELED GRAVITY -    980,463.0   (mgal)                       NAVD 88
 PN0231
 PN0231  HORZ ORDER      -  FIRST
 PN0231  VERT ORDER      -  FIRST     CLASS II
 PN0231
 PN0231.The horizontal coordinates were established by classical geodetic methods
 PN0231.and adjusted by the National Geodetic Survey in November 1991.
 PN0231
 PN0231.The orthometric height was determined by differential leveling and
 PN0231.adjusted by the NATIONAL GEODETIC SURVEY
 PN0231.in June 1991.
 PN0231
 PN0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0231.GEOID18 height accuracy estimate available here.
 PN0231
 PN0231.Click photographs - Photos may exist for this station.
 PN0231
 PN0231.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0231
 PN0231.The dynamic height is computed by dividing the NAVD 88
 PN0231.geopotential number by the normal gravity value computed on the
 PN0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0231.degrees latitude (g = 980.6199 gals.).
 PN0231
 PN0231.The modeled gravity was interpolated from observed gravity values.
 PN0231
 PN0231. The following values were computed from the NAD 83(1991) position.
 PN0231
 PN0231;                    North         East     Units Scale Factor Converg.
 PN0231;SPC WI C     -    68,594.384   714,271.983   MT  0.99996930   +1 00 46.4
 PN0231;SPC WI C     -   225,046.74  2,343,407.33   sFT  0.99996930   +1 00 46.4
 PN0231;UTM  16      - 4,922,107.442   375,504.025   MT  0.99979061   -1 05 44.0
 PN0231
 PN0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0231!SPC WI C     -   0.99996908  x   0.99996930  =   0.99993838
 PN0231!UTM  16      -   0.99996908  x   0.99979061  =   0.99975970
 PN0231
 PN0231:                Primary Azimuth Mark                     Grid Az
 PN0231:SPC WI C     -  BLACK                                    066 18 20.4
 PN0231:UTM  16      -  BLACK                                    068 24 50.8
 PN0231
 PN0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7550422107(NAD 83)
 PN0231
 PN0231|---------------------------------------------------------------------|
 PN0231| PID    Reference Object                     Distance      Geod. Az  |
 PN0231|                                                           dddmmss.s |
 PN0231| PN0704 BLACK                               APPROX. 8.2 KM 0671906.8 |
 PN0231|---------------------------------------------------------------------|
 PN0231
 PN0231                          SUPERSEDED SURVEY CONTROL
 PN0231
 PN0231  NAD 83(1986)-  44 26 29.58982(N)    088 33 52.06278(W) AD(       ) 1
 PN0231  NAD 27      -  44 26 29.64900(N)    088 33 51.70700(W) AD(       ) 1
 PN0231  NGVD 29 (??/??/92)  233.599  (m)          766.40   (f) ADJ UNCH    1 2
 PN0231  NGVD 29             233.60   (m)          766.4    (f) LEVELING    3  
 PN0231
 PN0231.Superseded values are not recommended for survey control.
 PN0231
 PN0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0231.See file dsdata.pdf to determine how the superseded data were derived.
 PN0231
 PN0231_MARKER: DE = TRAVERSE STATION DISK
 PN0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0231_STAMPING: BLOSSOM 1926
 PN0231_MARK LOGO: CGS
 PN0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0231+STABILITY: SURFACE MOTION
 PN0231
 PN0231  HISTORY     - Date     Condition        Report By
 PN0231  HISTORY     - 1926     MONUMENTED       CGS
 PN0231  HISTORY     - 1930     GOOD             CGS
 PN0231  HISTORY     - 1930     GOOD             CGS
 PN0231  HISTORY     - 1934     GOOD             CGS
 PN0231  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0231
 PN0231                          STATION DESCRIPTION
 PN0231
 PN0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0231'STATION IS LOCATED ALONG FENCE LINE IN SWAMP REEDS ON E TANGENT
 PN0231'ON S RAIL AND W TANGENT ON N RAIL.  IT IS ON S SIDE OF FIRST
 PN0231'CURVE E OF SHIOCTON ON GREEN BAY AND WESTERN RAILWAY, APPROXIMATELY
 PN0231'3/4 MILE FROM DEPOT.
 PN0231'
 PN0231'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0231'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0231
 PN0231                          STATION RECOVERY (1930)
 PN0231
 PN0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0231'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE DESCRIPTION
 PN0231'IS ADEQUATE.
 PN0231
 PN0231                          STATION RECOVERY (1930)
 PN0231
 PN0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0231'0.9 MI E FROM SHIOCTON.
 PN0231'ON THE GREEN BAY AND WESTERN RAILROAD, 0.9 MILE EAST OF THE
 PN0231'STATION AT SHIOCTON, ON THE SOUTH SIDE OF THE FIRST CURVE EAST
 PN0231'OF THE ABOVE NAMED STATION, ON EAST TANGENT ON SOUTH RAIL AND
 PN0231'WEST TANGENT ON NORTH RAIL, ALONG FENCE LINE IN SWAMP REEDS,
 PN0231'STANDARD TRAVERSE MARK SET IN CONCRETE.
 PN0231
 PN0231                          STATION RECOVERY (1934)
 PN0231
 PN0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0231'RECOVERED IN GOOD CONDITION.
 PN0231
 PN0231                          STATION RECOVERY (1985)
 PN0231
 PN0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0231'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0576 ***********************************************************************
 PO0576  DESIGNATION -  BLOTCH
 PO0576  PID         -  PO0576
 PO0576  STATE/COUNTY-  WI/MONROE
 PO0576  COUNTRY     -  US
 PO0576  USGS QUAD   -  TUNNEL CITY (2018)
 PO0576
 PO0576                         *CURRENT SURVEY CONTROL
 PO0576  ______________________________________________________________________
 PO0576* NAD 83(1996) POSITION- 44 00 29.84154(N) 090 35 35.69838(W)   ADJUSTED
 PO0576* NAVD 88 ORTHO HEIGHT -   311.05  (+/-2cm)     1020.5   (feet) VERTCON3
 PO0576  ______________________________________________________________________
 PO0576  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 PO0576  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 PO0576  HORZ ORDER      -  FIRST
 PO0576  VERT ORDER      -  THIRD ? (See Below)
 PO0576
 PO0576.The horizontal coordinates were established by classical geodetic methods
 PO0576.and adjusted by the National Geodetic Survey in March 1999.
 PO0576
 PO0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0576
 PO0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0576.GEOID18 height accuracy estimate available here.
 PO0576
 PO0576.The vertical order pertains to the NGVD 29 superseded value.
 PO0576
 PO0576.Click photographs - Photos may exist for this station.
 PO0576
 PO0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0576
 PO0576. The following values were computed from the NAD 83(1996) position.
 PO0576
 PO0576;                    North         East     Units Scale Factor Converg.
 PO0576;SPC WI S     -   223,277.352   552,425.278   MT  0.99998866   -0 24 27.4
 PO0576;SPC WI S     -   732,535.78  1,812,415.27   sFT  0.99998866   -0 24 27.4
 PO0576;UTM  15      - 4,875,609.662   692,934.261   MT  1.00005784   +1 40 21.5
 PO0576
 PO0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0576!SPC WI S     -   0.99995651  x   0.99998866  =   0.99994517
 PO0576!UTM  15      -   0.99995651  x   1.00005784  =   1.00001435
 PO0576
 PO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9293475609(NAD 83)
 PO0576
 PO0576                          SUPERSEDED SURVEY CONTROL
 PO0576
 PO0576  NAD 83(1991)-  44 00 29.84055(N)    090 35 35.69852(W) AD(       ) 1
 PO0576  NAD 83(1986)-  44 00 29.84105(N)    090 35 35.70582(W) AD(       ) 1
 PO0576  NAD 27      -  44 00 29.96500(N)    090 35 35.22500(W) AD(       ) 1
 PO0576  NGVD 29             311.06   (m)         1020.5    (f) LEVELING    3  
 PO0576
 PO0576.Superseded values are not recommended for survey control.
 PO0576
 PO0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0576.See file dsdata.pdf to determine how the superseded data were derived.
 PO0576
 PO0576_MARKER: DS = TRIANGULATION STATION DISK
 PO0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0576_STAMPING: BLOTCH 1926
 PO0576_MARK LOGO: CGS
 PO0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0576+STABILITY: SURFACE MOTION
 PO0576
 PO0576  HISTORY     - Date     Condition        Report By
 PO0576  HISTORY     - 1926     MONUMENTED       CGS
 PO0576  HISTORY     - 1935     GOOD             CGS
 PO0576
 PO0576                          STATION DESCRIPTION
 PO0576
 PO0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0576'STATION IS ABOUT 1-1/2 MILES W OF TUNNEL CITY, NEAR THE WESTERN
 PO0576'END OF THE FIRST CURVE W OF THE TOWN, ON THE PROLONGATION OF
 PO0576'THE TANGENT OF THE N RAIL FROM THE W, 4.3 METERS N OF N RAIL.
 PO0576'
 PO0576'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 PO0576'IN CONCRETE POSTS.
 PO0576
 PO0576                          STATION RECOVERY (1935)
 PO0576
 PO0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 PO0576'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PO0576'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1060 ***********************************************************************
 ON1060  DESIGNATION -  BLUE
 ON1060  PID         -  ON1060
 ON1060  STATE/COUNTY-  WI/GRANT
 ON1060  COUNTRY     -  US
 ON1060  USGS QUAD   -  MUSCODA (2018)
 ON1060
 ON1060                         *CURRENT SURVEY CONTROL
 ON1060  ______________________________________________________________________
 ON1060* NAD 83(1996) POSITION- 43 07 45.37373(N) 090 27 58.65646(W)   ADJUSTED
 ON1060* NAVD 88 ORTHO HEIGHT -   349.    (meters)     1145.    (feet) SCALED
 ON1060  ______________________________________________________________________
 ON1060  GEOID HEIGHT    -        -33.489 (meters)                     GEOID18
 ON1060  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 ON1060  HORZ ORDER      -  THIRD
 ON1060
 ON1060.The horizontal coordinates were established by classical geodetic methods
 ON1060.and adjusted by the National Geodetic Survey in March 1999.
 ON1060
 ON1060.The orthometric height was scaled from a topographic map.
 ON1060
 ON1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1060.GEOID18 height accuracy estimate available here.
 ON1060
 ON1060.Click photographs - Photos may exist for this station.
 ON1060
 ON1060.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1060
 ON1060. The following values were computed from the NAD 83(1996) position.
 ON1060
 ON1060;                    North         East     Units Scale Factor Converg.
 ON1060;SPC WI S     -   125,557.055   562,060.118   MT  0.99994376   -0 19 13.4
 ON1060;SPC WI S     -   411,931.77  1,844,025.57   sFT  0.99994376   -0 19 13.4
 ON1060;UTM  15      - 4,778,286.516   706,089.266   MT  1.00012251   +1 43 58.0
 ON1060
 ON1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1060!SPC WI S     -   0.99995053  x   0.99994376  =   0.99989430
 ON1060!UTM  15      -   0.99995053  x   1.00012251  =   1.00007304
 ON1060
 ON1060:                Primary Azimuth Mark                     Grid Az
 ON1060:SPC WI S     -  BLUE AZ MK                               120 12 45.3
 ON1060:UTM  15      -  BLUE AZ MK                               118 09 33.9
 ON1060
 ON1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0608978286(NAD 83)
 ON1060
 ON1060|---------------------------------------------------------------------|
 ON1060| PID    Reference Object                     Distance      Geod. Az  |
 ON1060|                                                           dddmmss.s |
 ON1060| CI9053 BLUE RM 1                             8.696 METERS 05438     |
 ON1060| CI9052 BLUE AZ MK                                         1195331.9 |
 ON1060| ON1049 HIGHLAND RAD STA WHHI FM TOWER      APPROX.12.0 KM 1383331.2 |
 ON1060| CI9054 BLUE RM 2                             8.659 METERS 30248     |
 ON1060|---------------------------------------------------------------------|
 ON1060
 ON1060                          SUPERSEDED SURVEY CONTROL
 ON1060
 ON1060  NAD 83(1991)-  43 07 45.37264(N)    090 27 58.65595(W) AD(       ) 3
 ON1060  NAD 83(1986)-  43 07 45.36653(N)    090 27 58.65888(W) AD(       ) 3
 ON1060  NAD 27      -  43 07 45.40920(N)    090 27 58.21760(W) AD(       ) 3
 ON1060
 ON1060.Superseded values are not recommended for survey control.
 ON1060
 ON1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1060.See file dsdata.pdf to determine how the superseded data were derived.
 ON1060
 ON1060_MARKER: DS = TRIANGULATION STATION DISK
 ON1060_SETTING: 66 = SET IN ROCK OUTCROP
 ON1060_STAMPING: BLUE 1958
 ON1060_MARK LOGO: CGS
 ON1060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON1060+STABILITY: POSITION/ELEVATION WELL
 ON1060
 ON1060  HISTORY     - Date     Condition        Report By
 ON1060  HISTORY     - 1958     MONUMENTED       CGS
 ON1060  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 ON1060
 ON1060                          STATION DESCRIPTION
 ON1060
 ON1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1060'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF MUSCODA, ABOUT
 ON1060'12 MILES EAST OF BOSCOBEL, IN THE NE 1/4 OF SEC. 34, T-8-N, R-1-W
 ON1060'AND ON A ROCKY HILL ON LAND OWNED BY MR. PAUL AND PEARL BARRETT.
 ON1060'IT IS 65 FEET SOUTHEAST OF A 15 INCH HICKORY TREE, 21 FEET
 ON1060'NORTHEAST OF A FENCE AND 21 FEET NORTHEAST OF A WHITE WITNESS
 ON1060'POST.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 ON1060'AND IS STAMPED BLUE 1958.
 ON1060'
 ON1060'TO REACH THE STATION FROM THE RAILROAD CROSSING ABOUT 200 FEET
 ON1060'WEST OF THE DEPOT IN MUSCODA, GO SOUTH ON STATE HIGHWAY 80 FOR 0.1
 ON1060'MILE TO THE JUNCTION WITH COUNTY ROAD G.  TURN RIGHT AND GO WEST
 ON1060'SOUTHWEST ON COUNTY ROAD G FOR 3.8 MILES TO A SIDE ROAD LEFT.
 ON1060'TURN LEFT AND GO SOUTH AND SOUTHEAST ON THE GRAVELED ROAD FOR 2.3
 ON1060'MILES TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD EASTERLY
 ON1060'FOR 0.55 MILE TO AN OLD HOUSE ON THE RIGHT AND A BIG BARN ON
 ON1060'THE LEFT SIDE OF THE ROAD.* TURN LEFT THROUGH GATE PASSING
 ON1060'EAST OF THE BARN AND FOLLOW FENCE NORTHWEST FOR 0.15 MILE
 ON1060'TO THE STATION AS DESCRIBED.
 ON1060'
 ON1060'REFERENCE MARK 1 IS 49 FEET NORTHEAST OF A WHITE WITNESS POST,
 ON1060'48 FEET NORTHEAST OF A FENCE AND 64 FEET EAST OF A 15 INCH
 ON1060'HICKORY TREE.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 ON1060'BEDROCK AND IS STAMPED BLUE NO 1 1958.
 ON1060'
 ON1060'REFERENCE MARK 2 IS 46 FEET SOUTH OF A 15 INCH HICKORY TREE,
 ON1060'29 FEET NORTHWEST OF A WHITE WITNESS POST AND 19 FEET NORTHEAST OF
 ON1060'THE FENCE.  THE DISK IS CEMENTED IN A DRILL HOLE IN A SMALL
 ON1060'BOULDER PROJECTING ABOUT 15 INCHES AND THE DISK IS STAMPED BLUE NO
 ON1060'2 1958.
 ON1060'
 ON1060'THE AZIMUTH MARK IS 43 FEET SOUTH OF A TELEPHONE POLE, 20 FEET
 ON1060'SOUTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 3 FEET WEST
 ON1060'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
 ON1060'DISK IS STAMPED BLUE 1958.
 ON1060'
 ON1060'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EASTERLY ON THE
 ON1060'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 ON1060'DESCRIBED.
 ON1060'
 ON1060'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON1060
 ON1060                          STATION RECOVERY (1998)
 ON1060
 ON1060'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0863 ***********************************************************************
 RM0863  DESIGNATION -  BLUE
 RM0863  PID         -  RM0863
 RM0863  STATE/COUNTY-  WI/DOUGLAS
 RM0863  COUNTRY     -  US
 RM0863  USGS QUAD   -  BRULE (2018)
 RM0863
 RM0863                         *CURRENT SURVEY CONTROL
 RM0863  ______________________________________________________________________
 RM0863* NAD 83(1996) POSITION- 46 37 11.25355(N) 091 36 43.99333(W)   ADJUSTED
 RM0863* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 RM0863  ______________________________________________________________________
 RM0863  GEOID HEIGHT    -        -28.837 (meters)                     GEOID18
 RM0863  LAPLACE CORR    -        -12.15  (seconds)                    DEFLEC18
 RM0863  HORZ ORDER      -  THIRD
 RM0863
 RM0863.The horizontal coordinates were established by classical geodetic methods
 RM0863.and adjusted by the National Geodetic Survey in March 1999.
 RM0863
 RM0863.The orthometric height was scaled from a topographic map.
 RM0863
 RM0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0863.GEOID18 height accuracy estimate available here.
 RM0863
 RM0863.Click photographs - Photos may exist for this station.
 RM0863
 RM0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0863
 RM0863. The following values were computed from the NAD 83(1996) position.
 RM0863
 RM0863;                    North         East     Units Scale Factor Converg.
 RM0863;SPC WI N     -   162,764.355   476,525.242   MT  0.99997645   -1 09 46.8
 RM0863;SPC WI N     -   534,002.72  1,563,399.90   sFT  0.99997645   -1 09 46.8
 RM0863;UTM  15      - 5,163,849.797   606,252.277   MT  0.99973877   +1 00 31.5
 RM0863
 RM0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0863!SPC WI N     -   0.99994605  x   0.99997645  =   0.99992250
 RM0863!UTM  15      -   0.99994605  x   0.99973877  =   0.99968483
 RM0863
 RM0863:                Primary Azimuth Mark                     Grid Az
 RM0863:SPC WI N     -  CLOVERLAND                               019 20 35.8
 RM0863:UTM  15      -  CLOVERLAND                               017 10 17.5
 RM0863
 RM0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0625263849(NAD 83)
 RM0863
 RM0863|---------------------------------------------------------------------|
 RM0863| PID    Reference Object                     Distance      Geod. Az  |
 RM0863|                                                           dddmmss.s |
 RM0863| RM0860 CLOVERLAND                          APPROX. 9.6 KM 0181049.0 |
 RM0863| CJ2267 BLUE RM 1                            20.594 METERS 09957     |
 RM0863| RM0838 STATE RAD COUNCIL WHSA FM RAD       APPROX.17.3 KM 1682905.5 |
 RM0863| CJ2268 BLUE RM 2                            19.798 METERS 21251     |
 RM0863|---------------------------------------------------------------------|
 RM0863
 RM0863                          SUPERSEDED SURVEY CONTROL
 RM0863
 RM0863  NAD 83(1991)-  46 37 11.25326(N)    091 36 43.99302(W) AD(       ) 3
 RM0863  NAD 83(1986)-  46 37 11.24712(N)    091 36 43.99171(W) AD(       ) 3
 RM0863  NAD 27      -  46 37 11.46300(N)    091 36 43.31900(W) AD(       ) 3
 RM0863
 RM0863.Superseded values are not recommended for survey control.
 RM0863
 RM0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0863.See file dsdata.pdf to determine how the superseded data were derived.
 RM0863
 RM0863_MARKER: DS = TRIANGULATION STATION DISK
 RM0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0863_STAMPING: BLUE 1953
 RM0863_MARK LOGO: CGS
 RM0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0863+STABILITY: SURFACE MOTION
 RM0863
 RM0863  HISTORY     - Date     Condition        Report By
 RM0863  HISTORY     - 1953     MONUMENTED       CGS
 RM0863  HISTORY     - 1958     GOOD             USGS
 RM0863  HISTORY     - 1959     GOOD             USGS
 RM0863
 RM0863                          STATION DESCRIPTION
 RM0863
 RM0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0863'THE STATION IS LOCATED ABOUT 4-3/4 MILES NORTH-NORTHWEST OF
 RM0863'BRULE, 8-1/2 MILES EAST-NORTHEAST OF WENTWORTH AND ON A WOODED
 RM0863'RIDGE.  IT IS 31.5 FEET NORTHWEST OF A WHITE BIRCH TREE WITH
 RM0863'A TRIANGLE BLAZE, 25.5 FEET EAST OF AN OAK TREE WITH A TRIANGLE
 RM0863'BLAZE AND 4 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 RM0863'ABOUT 2 INCHES AND THE DISK IS STAMPED BLUE 1953.
 RM0863'
 RM0863'REFERENCE MARK NO. 1 IS 57 FEET EAST-NORTHEAST OF A WHITE
 RM0863'BIRCH TREE WITH A TRIANGLE BLAZE AND 14 FEET NORTH OF THE
 RM0863'DIM WOODS ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 RM0863'DISK IS STAMPED BLUE NO 1 1953.
 RM0863'
 RM0863'REFERENCE MARK NO. 2 IS 42 FEET SOUTH OF THE CENTERLINE OF
 RM0863'THE WOODS ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 RM0863'DISK IS STAMPED BLUE NO 2 1953.
 RM0863'
 RM0863'NO AZIMUTH MARK WAS SET.
 RM0863'
 RM0863'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 RM0863'27 IN BRULE, GO WEST 0.1 MILE TO THE JUNCTION OF COUNTY ROUTE
 RM0863'H, TURN RIGHT ON ROUTE H FOR 5.7 MILES TO THE INTERSECTION
 RM0863'WITH COUNTY ROUTE FF, TURN LEFT (WEST) ON ROUTE FF FOR 1.2
 RM0863'MILES TO BRIDGE OVER BRULE RIVER.  CONTINUE WEST ON ROUTE
 RM0863'FF FOR 0.9 MILE TO CROSSROADS AT AN OLD CHURCH ON THE RIGHT,
 RM0863'TURN LEFT (SOUTH) FOR 1.0 MILE TO THE TOP OF RIDGE AT AN
 RM0863'OLD CABIN ON THE LEFT, TURN LEFT (EASTERLY) ON A DIM WOODS
 RM0863'ROAD FOR 0.15 MILE TO A DIM FORK, TAKE LEFT FORK FOR 0.05
 RM0863'MILE TO THE STATION.
 RM0863'
 RM0863'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RM0863
 RM0863                          STATION RECOVERY (1958)
 RM0863
 RM0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RM0863'STATION FOUND IN GOOD CONDITION.  ADD TO DESCRIPTION--10.5
 RM0863'MILES ENE OF WENTWORTH, 850 FEET E, 110 FEET N OF NEW T-ROAD
 RM0863'EAST TO CLEVELAND FIRE TOWER, NEAR 1/4 COR, SEC 21, AND 22,
 RM0863'T48N, R10W.
 RM0863'
 RM0863'DELETE FROM DESCRIPTION--8-1/2 MILES ENE OF WENTWORTH.
 RM0863
 RM0863                          STATION RECOVERY (1959)
 RM0863
 RM0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RM0863'STATION WAS RECOVERED IN GOOD CONDITION.
 RM0863'
 RM0863'THE STATION IS LOCATED 4.7 MILES N AND 1.7 MILES W OF BRULE,
 RM0863'T 48 N, R 10 W, IN SOUTH-CENTRAL PART OF SEC. 22.  ABOUT 1000
 RM0863'FEET W ALONG ROAD FROM FIRE TOWER AND 70 FEET N OF CENTERLINE
 RM0863'ROAD IN A CONCRETE POST, A STANDARD DISK STAMPED BLUE 1953.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0541 ***********************************************************************
 QN0541  DESIGNATION -  BLUE HILL
 QN0541  PID         -  QN0541
 QN0541  STATE/COUNTY-  WI/RUSK
 QN0541  COUNTRY     -  US
 QN0541  USGS QUAD   -  BUCKS LAKE (2018)
 QN0541
 QN0541                         *CURRENT SURVEY CONTROL
 QN0541  ______________________________________________________________________
 QN0541* NAD 83(1996) POSITION- 45 30 00.93981(N) 091 24 12.42713(W)   ADJUSTED
 QN0541* NAVD 88 ORTHO HEIGHT -   527.    (meters)     1729.    (feet) SCALED
 QN0541  ______________________________________________________________________
 QN0541  GEOID HEIGHT    -        -30.113 (meters)                     GEOID18
 QN0541  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 QN0541  HORZ ORDER      -  FIRST
 QN0541
 QN0541.The horizontal coordinates were established by classical geodetic methods
 QN0541.and adjusted by the National Geodetic Survey in March 1999.
 QN0541
 QN0541.The orthometric height was scaled from a topographic map.
 QN0541
 QN0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0541.GEOID18 height accuracy estimate available here.
 QN0541
 QN0541.Click photographs - Photos may exist for this station.
 QN0541
 QN0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0541
 QN0541. The following values were computed from the NAD 83(1996) position.
 QN0541
 QN0541;                    North         East     Units Scale Factor Converg.
 QN0541;SPC WI C     -   186,182.392   490,314.873   MT  1.00000005   -0 59 24.9
 QN0541;SPC WI C     -   610,833.40  1,608,641.38   sFT  1.00000005   -0 59 24.9
 QN0541;UTM  15      - 5,039,765.184   624,732.355   MT  0.99979129   +1 08 20.0
 QN0541
 QN0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0541!SPC WI C     -   0.99992210  x   1.00000005  =   0.99992215
 QN0541!UTM  15      -   0.99992210  x   0.99979129  =   0.99971341
 QN0541
 QN0541:                Primary Azimuth Mark                     Grid Az
 QN0541:SPC WI C     -  BLUE HILL AZ MK 2                        102 14 23.8
 QN0541:UTM  15      -  BLUE HILL AZ MK 2                        100 06 38.9
 QN0541
 QN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2473239765(NAD 83)
 QN0541
 QN0541|---------------------------------------------------------------------|
 QN0541| PID    Reference Object                     Distance      Geod. Az  |
 QN0541|                                                           dddmmss.s |
 QN0541| CJ4301 BLUE HILL RM 1                       20.742 METERS 07554     |
 QN0541| CJ4300 BLUE HILL AZ MK 2                                  1011458.9 |
 QN0541| CJ4299 BLUE HILL AZ MK                                    1042001.7 |
 QN0541| CJ4302 BLUE HILL RM 2                       25.061 METERS 21601     |
 QN0541| QN0540 BLUE HILLS                            7.358 METERS 28659     |
 QN0541|---------------------------------------------------------------------|
 QN0541
 QN0541                          SUPERSEDED SURVEY CONTROL
 QN0541
 QN0541  NAD 83(1991)-  45 30 00.94000(N)    091 24 12.42612(W) AD(       ) 1
 QN0541  NAD 83(1986)-  45 30 00.93680(N)    091 24 12.42374(W) AD(       ) 1
 QN0541  NAD 27      -  45 30 01.06900(N)    091 24 11.85100(W) AD(       ) 1
 QN0541
 QN0541.Superseded values are not recommended for survey control.
 QN0541
 QN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0541.See file dsdata.pdf to determine how the superseded data were derived.
 QN0541
 QN0541_MARKER: DS = TRIANGULATION STATION DISK
 QN0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0541_STAMPING: BLUE HILL 1934
 QN0541_MARK LOGO: CGS
 QN0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0541+STABILITY: SURFACE MOTION
 QN0541
 QN0541  HISTORY     - Date     Condition        Report By
 QN0541  HISTORY     - 1934     MONUMENTED       CGS
 QN0541  HISTORY     - 1952     GOOD             CGS
 QN0541
 QN0541                          STATION DESCRIPTION
 QN0541
 QN0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0541'THIS STATION IS ABOUT 15 MILES WEST OF LADYSMITH, ABOUT 7 MILES
 QN0541'NORTHWEST OF BRUCE, ABOUT 5 MILES NORTH OF WEYERHAUSER IN THE
 QN0541'NORTHEAST CORNER OF SOUTHEAST QUARTER SEC. 19. T. 35 N., R. 8 W.,
 QN0541'ON LAND OWNED BY RUSK COUNTY AND OCCUPIED BY THE BLUE HILL LOOKOUT
 QN0541'TOWER.  THE MARK IS SET ON A HIGH MOUND, 25.15 FEET
 QN0541'EAST-SOUTHEAST OF THE CENTER OF THE LOOKOUT TOWER AND THE HIGH
 QN0541'POINT OF THE HILL, 15 FEET EAST OF THE SOUTHEAST LEG OF THE
 QN0541'TOWER, 22 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE TOWER,
 QN0541'AND PROJECTS 5 INCHES.
 QN0541'
 QN0541'TO REACH FROM WEYERHAUSER, FROM THE INTERSECTION OF COUNTY
 QN0541'HIGHWAY F AND U.S. 8.  0.5 MILE SOUTH OF THE CENTER OF TOWN, GO
 QN0541'1 MILE EAST ON U.S. HIGHWAY 8 TO SIDE ROAD LEADING NORTH.  FOLLOW
 QN0541'THIS ROAD FOR 4.85 MILES TO LANE TO LEFT LEADING TO LOOKOUT
 QN0541'TOWER.  TURN LEFT ON THIS LANE AND GO 0.25 MILE TO LOOKOUT AND
 QN0541'STATION.
 QN0541'
 QN0541'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 15 FEET NORTH OF
 QN0541'THE CENTER OF THE TRAIL LEADING TO THE TOWER, AND PROJECTS 11
 QN0541'INCHES.
 QN0541'
 QN0541'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND PROJECTS
 QN0541'10 INCHES.
 QN0541'
 QN0541'AZIMUTH MARK IS 0.25 MILE EAST-SOUTHEAST OF THE STATION ON THE
 QN0541'WEST EDGE OF THE RIGHT-OF-WAY OF NORTH-SOUTH ROAD, ABOUT 75
 QN0541'YARDS NORTH OF THE LANE LEADING TO STATION, 22 FEET WEST OF THE
 QN0541'CENTER OF THE ROAD, AND PROJECTS 12 INCHES.
 QN0541'
 QN0541'A LIGHT 87 FEET ABOVE STATION FLAMBEAU COMES INTO VIEW 10 FEET
 QN0541'ABOVE THE GROUND.
 QN0541'
 QN0541'A LIGHT 47 FEET ABOVE STATION RANGER COMES INTO VIEW 10 FEET
 QN0541'ABOVE THE GROUND.
 QN0541'
 QN0541'A LIGHT 100 FEET ABOVE STATION MINNIE R.M. NO. 1 COMES INTO VIEW
 QN0541'10 FEET ABOVE THE GROUND.
 QN0541'
 QN0541'A LIGHT 74 FEET ABOVE STATION BALUTIS COMES INTO VIEW 25 FEET
 QN0541'ABOVE THE GROUND.
 QN0541'
 QN0541'A LIGHT 74 FEET ABOVE STATION CRANE R.M. NO. 1 COMES INTO VIEW
 QN0541'35 FEET ABOVE THE GROUND.
 QN0541'
 QN0541'A LIGHT 74 FEET ABOVE STATION KREIER COMES INTO VIEW 44 FEET
 QN0541'ABOVE THE GROUND.
 QN0541
 QN0541                          STATION RECOVERY (1952)
 QN0541
 QN0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0541'THE STATION AND REFERENCE MARKS NOS. 1 AND 2,
 QN0541'ARE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION,
 QN0541'WITH THE EXCEPTION THAT A SLIGHT DESCREPANCY IN THE DISTANCE
 QN0541'TO REFERENCE MARK NO. 1 WAS NOTED.  THE AZIMUTH MARK WAS NOT
 QN0541'RECOVERED AND A NEW AZIMUTH MARK WAS ESTABLISHED BY
 QN0541'THIS PARTY.
 QN0541'
 QN0541'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 QN0541'
 QN0541'THE STATION IS LOCATED ABOUT 15 MILES WEST OF LADYSMITH, 7 MILES
 QN0541'NORTHWEST OF BRUCE AND 5 MILES NORTH OF WAYERHAUSER NEAR THE
 QN0541'SITE OF THE BLUE HILLS LOOKOUT TOWER.
 QN0541'
 QN0541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 AND
 QN0541'STATE ROUTE 40 IN BRUCE, GO WEST ON U.S. HIGHWAY 8 FOR 6.8
 QN0541'MILES TO CROSSROAD, (COUNTY ROAD F LEFT, PHILLIPS 66 SERVICE
 QN0541'STATION ON THE RIGHT AND GRAVEL ROAD JUST EAST OF SERVICE STATION,
 QN0541'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 3.7 MILES TO ROAD
 QN0541'FORK, CONTINUE STRAIGHT AHEAD NORTH ON GRAVELED ROAD FOR 1.5 MILES
 QN0541'TO DRIVEWAY LEFT*, TURN LEFT AND GO WEST ON TRACK ROAD FOR 0.2
 QN0541'MILE TO THE BLUE HILLS LOOKOUT TOWER ON THE RIGHT AND
 QN0541'STATION AS DESCRIBED.
 QN0541'
 QN0541'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH FOR
 QN0541'161 FEET TO THE MARK ON THE WEST SIDE AS DESCRIBED BELOW.
 QN0541'
 QN0541'THE STATION MARK, STAMPED BLUE HILL 1954 IS A STANDARD DISK
 QN0541'SET IN A 12 X 12 INCH CONCRETE BLOCK PROJECTING 4 INCHES.  IT
 QN0541'IS 22 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER,
 QN0541'14 FEET EAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND 3
 QN0541'FEET NORTHWEST OF A WITNESS POST.
 QN0541'
 QN0541'REFERENCE MARK NO. 1, STAMPED BLUE HILL NO 1 1934, IS A STANDARD
 QN0541'DISK SET IN A 12 X 12 INCH CONCRETE BLOCK PROJECTING 10 INCHES
 QN0541'AND ABOUT 5 FEET LOWER IN ELEVATION THAN STATION MARK.
 QN0541'
 QN0541'REFERENCE MARK NO. 2, STAMPED BLUE HILL NO 2 1934, IS A STANDARD
 QN0541'DISK SET IN A 12 X 12 INCH CONCRETE BLOCK PROJECTING 8 INCHES
 QN0541'AND ABOUT 4 FEET LOWER IN ELEVATION THAN STATION MARK.
 QN0541'
 QN0541'BLUE HILLS 1934 (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 QN0541'DISK SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING 6
 QN0541'INCHES AND SET IN THE APPROXIMATE CENTER OF THE LOOKOUT TOWER.
 QN0541'
 QN0541'THE AZIMUTH MARK, STAMPED BLUE HILL 1934, RESET 1952 IS 161
 QN0541'FEET NORTH OF THE INTERSECTION OF DRIVEWAY AND NORTH-SOUTH ROAD,
 QN0541'22 FEET WEST OF THE CENTER OF GRAVEL ROAD AND 1-1/2 FEET SOUTH
 QN0541'OF A WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP OF A
 QN0541'12 X 12 INCH CONCRETE BLOCK PROJECTING 4 INCHES.
 QN0541'
 QN0541'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 QN0541'
 QN0541'DISTANCE AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0540 ***********************************************************************
 QN0540  DESIGNATION -  BLUE HILLS
 QN0540  PID         -  QN0540
 QN0540  STATE/COUNTY-  WI/RUSK
 QN0540  COUNTRY     -  US
 QN0540  USGS QUAD   -  BUCKS LAKE (2018)
 QN0540
 QN0540                         *CURRENT SURVEY CONTROL
 QN0540  ______________________________________________________________________
 QN0540* NAD 83(1996) POSITION- 45 30 01.00943(N) 091 24 12.75127(W)   ADJUSTED
 QN0540* NAVD 88 ORTHO HEIGHT -   527.    (meters)     1729.    (feet) SCALED
 QN0540  ______________________________________________________________________
 QN0540  GEOID HEIGHT    -        -30.113 (meters)                     GEOID18
 QN0540  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 QN0540  HORZ ORDER      -  THIRD
 QN0540
 QN0540.The horizontal coordinates were established by classical geodetic methods
 QN0540.and adjusted by the National Geodetic Survey in March 1999.
 QN0540
 QN0540.The orthometric height was scaled from a topographic map.
 QN0540
 QN0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0540.GEOID18 height accuracy estimate available here.
 QN0540
 QN0540.Click photographs - Photos may exist for this station.
 QN0540
 QN0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0540
 QN0540. The following values were computed from the NAD 83(1996) position.
 QN0540
 QN0540;                    North         East     Units Scale Factor Converg.
 QN0540;SPC WI C     -   186,184.662   490,307.874   MT  1.00000005   -0 59 25.1
 QN0540;SPC WI C     -   610,840.85  1,608,618.42   sFT  1.00000005   -0 59 25.1
 QN0540;UTM  15      - 5,039,767.193   624,725.278   MT  0.99979126   +1 08 19.8
 QN0540
 QN0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0540!SPC WI C     -   0.99992210  x   1.00000005  =   0.99992215
 QN0540!UTM  15      -   0.99992210  x   0.99979126  =   0.99971338
 QN0540
 QN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2472539767(NAD 83)
 QN0540
 QN0540                          SUPERSEDED SURVEY CONTROL
 QN0540
 QN0540  NAD 83(1991)-  45 30 01.00962(N)    091 24 12.75025(W) AD(       ) 3
 QN0540  NAD 83(1986)-  45 30 01.00642(N)    091 24 12.74787(W) AD(       ) 3
 QN0540  NAD 27      -  45 30 01.14800(N)    091 24 12.18600(W) AD(       ) 3
 QN0540
 QN0540.Superseded values are not recommended for survey control.
 QN0540
 QN0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0540.See file dsdata.pdf to determine how the superseded data were derived.
 QN0540
 QN0540_MARKER: DB = BENCH MARK DISK
 QN0540_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QN0540_STAMPING: BLUE HILLS 1934
 QN0540_MARK LOGO: USGS
 QN0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QN0540
 QN0540  HISTORY     - Date     Condition        Report By
 QN0540  HISTORY     - 1934     MONUMENTED       USGS
 QN0540  HISTORY     - 1952     GOOD             CGS
 QN0540
 QN0540                          STATION DESCRIPTION
 QN0540
 QN0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0540'THE STATION IS LOCATED ABOUT 15 MILES WEST OF LADYSMITH, 7 MILES
 QN0540'NORTHWEST OF BRUCE AND 5 MILES NORTH OF WAYERHAUSER.
 QN0540'
 QN0540'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 AND
 QN0540'STATE ROUTE 40 IN BRUCE, GO WEST ON U.S. HIGHWAY 8 FOR 6.8
 QN0540'MILES TO CROSSROAD, (COUNTY ROAD F LEFT, PHILLIPS SERVICE STATION
 QN0540'ON RIGHT AND A GRAVELED ROAD JUST EAST OF SERVICE STATION).
 QN0540'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 3.7 MILES TO ROAD
 QN0540'FORK, CONTINUE STRAIGHT AHEAD NORTH ON GRAVELED ROAD FOR 1.5
 QN0540'MILES TO DRIVEWAY LEFT, TURN LEFT AND GO WEST ON TRACK ROAD FOR
 QN0540'0.2 MILE TO STATION ON THE RIGHT.
 QN0540'
 QN0540'THE STATION A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED BLUE HILLS
 QN0540'1934 IS SET IN THE APPROXIMATE CENTER OF THE BASE OF THE LOOKOUT
 QN0540'TOWER.
 QN0540'
 QN0540'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLUE
 QN0540'HILL 1934 AND THE DISTANCE IS 24.14 FEET (7.358 METERS).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AH8952 ***********************************************************************
 AH8952  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8952  DESIGNATION -  BLUE HILLS
 AH8952  PID         -  AH8952
 AH8952  STATE/COUNTY-  WI/RUSK
 AH8952  COUNTRY     -  US
 AH8952  USGS QUAD   -  STRICKLAND (2018)
 AH8952
 AH8952                         *CURRENT SURVEY CONTROL
 AH8952  ______________________________________________________________________
 AH8952* NAD 83(2011) POSITION- 45 29 50.13020(N) 091 32 23.91234(W)   ADJUSTED
 AH8952* NAD 83(2011) ELLIP HT-   462.231 (meters)        (06/27/12)   ADJUSTED
 AH8952* NAD 83(2011) EPOCH   -  2010.00
 AH8952* NAVD 88 ORTHO HEIGHT -   492.32  (meters)     1615.2   (feet) GPS OBS
 AH8952  ______________________________________________________________________
 AH8952  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AH8952  GEOID HEIGHT    -        -30.081 (meters)                     GEOID12A
 AH8952  GEOID HEIGHT    -        -30.092 (meters)                     GEOID18
 AH8952  NAD 83(2011) X  -   -120,361.572 (meters)                     COMP
 AH8952  NAD 83(2011) Y  - -4,477,050.895 (meters)                     COMP
 AH8952  NAD 83(2011) Z  -  4,526,585.300 (meters)                     COMP
 AH8952  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 AH8952
 AH8952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8952  Standards:
 AH8952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8952  -------------------------------------------------------------------
 AH8952  NETWORK    0.46   0.74           0.21   0.16   0.38      0.06836495
 AH8952  -------------------------------------------------------------------
 AH8952  Click here for local accuracies and other accuracy information.
 AH8952
 AH8952.The horizontal coordinates were established by GPS observations
 AH8952.and adjusted by the National Geodetic Survey in June 2012.
 AH8952
 AH8952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8952.been affixed to the stable North American tectonic plate. See 
 AH8952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8952
 AH8952.The horizontal coordinates are valid at the epoch date displayed above
 AH8952.which is a decimal equivalence of Year/Month/Day.
 AH8952
 AH8952.The orthometric height was determined by GPS observations and a
 AH8952.high-resolution geoid model using precise GPS observation and
 AH8952.processing techniques.
 AH8952
 AH8952.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8952.GEOID18 height accuracy estimate available here.
 AH8952
 AH8952.Click photographs - Photos may exist for this station.
 AH8952
 AH8952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8952
 AH8952.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8952
 AH8952.The ellipsoidal height was determined by GPS observations
 AH8952.and is referenced to NAD 83.
 AH8952
 AH8952. The following values were computed from the NAD 83(2011) position.
 AH8952
 AH8952;                    North         East     Units Scale Factor Converg.
 AH8952;SPC WI C     -   186,042.106   479,639.921   MT  0.99999948   -1 05 11.7
 AH8952;SPC WI C     -   610,373.14  1,573,618.64   sFT  0.99999948   -1 05 11.7
 AH8952;UTM  15      - 5,039,228.627   614,072.371   MT  0.99975999   +1 02 29.1
 AH8952
 AH8952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8952!SPC WI C     -   0.99992754  x   0.99999948  =   0.99992702
 AH8952!UTM  15      -   0.99992754  x   0.99975999  =   0.99968755
 AH8952
 AH8952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1407239228(NAD 83)
 AH8952
 AH8952                          SUPERSEDED SURVEY CONTROL
 AH8952
 AH8952  NAD 83(2007)-  45 29 50.13026(N)    091 32 23.91299(W) AD(2002.00) 0
 AH8952  ELLIP H (02/10/07)  462.262  (m)                       GP(2002.00)    
 AH8952  NAD 83(1997)-  45 29 50.13016(N)    091 32 23.91372(W) AD(       ) 1
 AH8952  ELLIP H (06/17/02)  462.282  (m)                       GP(       ) 2 1
 AH8952  NAD 83(1991)-  45 29 50.12988(N)    091 32 23.91226(W) AD(       ) 1
 AH8952  ELLIP H (05/04/99)  462.299  (m)                       GP(       ) 2 1
 AH8952  NAVD 88 (05/04/99)  492.3    (m)  GEOID96  model used  GPS OBS        
 AH8952
 AH8952.Superseded values are not recommended for survey control.
 AH8952
 AH8952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8952.See file dsdata.pdf to determine how the superseded data were derived.
 AH8952
 AH8952_MARKER: F = FLANGE-ENCASED ROD
 AH8952_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AH8952_STAMPING: BLUE HILLS 1998
 AH8952_MARK LOGO: WI-005
 AH8952_PROJECTION: FLUSH
 AH8952_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8952+STABILITY: POSITION/ELEVATION WELL
 AH8952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8952+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2010
 AH8952_ROD/PIPE-DEPTH: 4.6 meters
 AH8952_SLEEVE-DEPTH  : 0.9 meters
 AH8952
 AH8952  HISTORY     - Date     Condition        Report By
 AH8952  HISTORY     - 1998     MONUMENTED       WI-005
 AH8952  HISTORY     - 20051020 GOOD             WIDT
 AH8952  HISTORY     - 20100901 GOOD             WIDT
 AH8952
 AH8952                          STATION DESCRIPTION
 AH8952
 AH8952'DESCRIBED BY BARRON COUNTY WISCONSIN 1998 (MFN)
 AH8952'STATION IS LOCATED 9.4 MI (15.1 KM) E OF THE CITY OF RICE LAKE,11.4 MI
 AH8952'SOUTH OF THE VILLAGE OF BIRCHWOOD IN THE SW 1/4 OF THE SW 1/4 OF SEC
 AH8952'19 T35N, R9W, 4TH PRINCIPAL MERIDIAN, TOWN OF WILKINSON, RUSK CO.  TO
 AH8952'REACH THE STATION FROM THE CITY OF RICE LAKE FROM THE INTERSECTION OF
 AH8952'CTH SS (MAIN STREET) AND CTH C (SAWYER ST) , GO EAST ON CTH C 11.3 MI
 AH8952'(18.2 KM) TO THE STATION ON THE RIGHT.  LOCATED 40 FT (12.2 M) EAST OF
 AH8952'CENTERLINE OF CTH C, 95 FT (29.0 M) SOUTH OF THE FIELD ENTRANCE AT THE
 AH8952'RUSK CO LINE, 1 FT (0.3 M) WEST OF WITNESS POST.  DESCRIBED BY BARRON
 AH8952'COUNTY (CDF)
 AH8952
 AH8952                          STATION RECOVERY (2005)
 AH8952
 AH8952'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AH8952'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 47.5 M NORTHEAST OF
 AH8952'A --CURVE AHEAD-- SIGN POST, 33.5 M SOUTH OF THE EXTENDED CENTERLINE
 AH8952'OF PRIVATE ENTRANCE --2026--, 26.0 M EAST-SOUTHEAST OF POWER POLE
 AH8952'--351024.5--, AND 1.0 M EAST, 1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF
 AH8952'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AH8952
 AH8952                          STATION RECOVERY (2010)
 AH8952
 AH8952'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AH8952'-NOTE-THE STATION IS 20 M (65.6 FT) SOUTH OF THE SOUTH END OF AN 18
 AH8952'INCH (46 CM) DIAMETER CORRUGATED METAL CULVERT PIPE.  OTHERWISE,
 AH8952'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1203 ***********************************************************************
 OM1203  DESIGNATION -  BLUE MOUND
 OM1203  PID         -  OM1203
 OM1203  STATE/COUNTY-  WI/ADAMS
 OM1203  COUNTRY     -  US
 OM1203  USGS QUAD   -  WISCONSIN DELLS NORTH (2018)
 OM1203
 OM1203                         *CURRENT SURVEY CONTROL
 OM1203  ______________________________________________________________________
 OM1203* NAD 83(1991) POSITION- 43 40 24.20034(N) 089 46 44.69035(W)   ADJUSTED
 OM1203* NAVD 88 ORTHO HEIGHT -   305.    (meters)     1001.    (feet) SCALED
 OM1203  ______________________________________________________________________
 OM1203  GEOID HEIGHT    -        -35.461 (meters)                     GEOID18
 OM1203  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 OM1203  HORZ ORDER      -  SECOND
 OM1203
 OM1203.The horizontal coordinates were established by classical geodetic methods
 OM1203.and adjusted by the National Geodetic Survey in November 1991.
 OM1203
 OM1203.The orthometric height was scaled from a topographic map.
 OM1203
 OM1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1203.GEOID18 height accuracy estimate available here.
 OM1203
 OM1203.Click photographs - Photos may exist for this station.
 OM1203
 OM1203.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1203
 OM1203. The following values were computed from the NAD 83(1991) position.
 OM1203
 OM1203;                    North         East     Units Scale Factor Converg.
 OM1203;SPC WI S     -   185,922.595   617,814.990   MT  0.99994380   +0 09 06.5
 OM1203;SPC WI S     -   609,981.05  2,026,948.01   sFT  0.99994380   +0 09 06.5
 OM1203;UTM  16      - 4,839,351.352   275,966.857   MT  1.00021739   -1 55 11.6
 OM1203
 OM1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1203!SPC WI S     -   0.99995774  x   0.99994380  =   0.99990154
 OM1203!UTM  16      -   0.99995774  x   1.00021739  =   1.00017512
 OM1203
 OM1203:                Primary Azimuth Mark                     Grid Az
 OM1203:SPC WI S     -  BLUE MOUND AZ MK                         235 52 16.8
 OM1203:UTM  16      -  BLUE MOUND AZ MK                         237 56 34.9
 OM1203
 OM1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7596639351(NAD 83)
 OM1203
 OM1203|---------------------------------------------------------------------|
 OM1203| PID    Reference Object                     Distance      Geod. Az  |
 OM1203|                                                           dddmmss.s |
 OM1203| CI9055 BLUE MOUND RM 1                      17.397 METERS 13429     |
 OM1203| CI9056 BLUE MOUND AZ MK                                   2360123.3 |
 OM1203| CI9057 BLUE MOUND RM 2                      16.565 METERS 24626     |
 OM1203| OM1200 THE DELLS LOOKOUT TOWER              90.057 METERS 31406     |
 OM1203|---------------------------------------------------------------------|
 OM1203
 OM1203                          SUPERSEDED SURVEY CONTROL
 OM1203
 OM1203  NAD 83(1986)-  43 40 24.19436(N)    089 46 44.69822(W) AD(       ) 2
 OM1203  NAD 27      -  43 40 24.27400(N)    089 46 44.24700(W) AD(       ) 2
 OM1203
 OM1203.Superseded values are not recommended for survey control.
 OM1203
 OM1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1203.See file dsdata.pdf to determine how the superseded data were derived.
 OM1203
 OM1203_MARKER: DB = BENCH MARK DISK
 OM1203_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OM1203_STAMPING: BLUE MOUND 1935
 OM1203_MARK LOGO: USGS
 OM1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1203
 OM1203  HISTORY     - Date     Condition        Report By
 OM1203  HISTORY     - 1935     MONUMENTED       USGS
 OM1203  HISTORY     - 1958     GOOD             CGS
 OM1203  HISTORY     - 1960     GOOD             CGS
 OM1203  HISTORY     - 19950902 MARK NOT FOUND   USPSQD
 OM1203
 OM1203                          STATION DESCRIPTION
 OM1203
 OM1203'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CAS)
 OM1203'LOCATED ABOUT 3.5 MILES NORTH OF WISCONSIN DELLS ON A PROMINENT
 OM1203'MOUND CALLED ELEPHANTS BACK.  THE MARK IS A STANDARD U.S.G.S.
 OM1203'BRONZE DISK SET IN A 6 INCH BY 6 INCH CONCRETE POST, AND
 OM1203'PROJECTS 12 INCHES.  THE DISTANCE TO THE TOP OF THE ANCHOR
 OM1203'LEGS OF THE LOOKOUT TOWER IS AS FOLLOWS--TO THE NORTHEAST
 OM1203'LEG, 11.85 FEET.  TO THE NORTHWEST LEG, 11.60 FEET.  TO THE
 OM1203'SOUTHWEST LEG, 11.56 FEET.  TO THE SOUTHEAST LEG, 11.91 FEET.
 OM1203'ALL DISTANCES ARE SLOPE MEASUREMENTS.
 OM1203'
 OM1203'AZIMUTH MARK, A BRONZE TABLET SET IN CONCRETE,
 OM1203'IS WESTSOUTHWEST OF THE STATION, ON THE WEST SIDE
 OM1203'OF THE HIGHWAY (WISC. NO. 13), 1 FOOT EAST OF THE RIGHT-OF-WAY
 OM1203'FENCE, AND 20 FEET NORTH OF A 12-INCH OAK TREE.  IT PROJECTS
 OM1203'6 INCHES.
 OM1203
 OM1203                          STATION RECOVERY (1958)
 OM1203
 OM1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1203'THE STATION WAS RECOVERED AND THE AZIMUTH MARK WAS SEARCHED
 OM1203'FOR BUT COULD NOT BE FOUND.  THE LOOKOUT TOWER MENTIONED
 OM1203'IN THE PREVIOUS DESCRIPTION IS NO LONGER THERE.  A NEW
 OM1203'AZIMUTH MARK AND TWO REFERENCE MARKS WERE ESTABLISHED AT THIS
 OM1203'TIME.  A COMPLETE NEW TO REACH AND DESCRIPTION FOLLOWS.
 OM1203'
 OM1203'THE STATION IS ABOUT 3.5 MILES NORTH OF WISCONSIN DELLS IN
 OM1203'THE SOUTHEAST QUARTER OF SECTION 15, T-14-N, R-6-E, ON A PROMINENT
 OM1203'MOUND CALLED ELEPHANTS BACK, ON PROPERTY RENTED BY THE WISCONSIN
 OM1203'CONSERVATION COMMISSION.  IT IS ABOUT 300 FEET SOUTHEAST OF THE
 OM1203'DELLS LOOKOUT TOWER, 30 FEET NORTH OF A 10 INCH OAK TREE WITH
 OM1203'A TRIANGULAR BLAZE ON THE NORTH SIDE, 22 FEET NORTHEAST OF A
 OM1203'10 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE,
 OM1203'21 FEET SOUTHEAST OF A 16 INCH OAK TREE, AND 6 FEET WEST OF A
 OM1203'WHITE WITNESS POST.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 OM1203'SURVEY BENCH MARK DISK STAMPED BLUE MOUND 1935 SET IN THE
 OM1203'TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 12 INCHES.
 OM1203'
 OM1203'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16
 OM1203'AND STATE HIGHWAYS 13 AND 23 JUST EAST OF WISCONSIN DELLS,
 OM1203'GO NORTH ON HIGHWAY 13 FOR 3.05 MILES TO A GRAVELED CROSSROAD.
 OM1203'*CONTINUE NORTH ON HIGHWAY 13 FOR 0.25 MILE TO A SAND ROAD
 OM1203'RIGHT.  TURN RIGHT AND GO EAST FOR 0.15 MILE TO THE BOTTOM OF
 OM1203'HILL AND END OF TRUCK TRAVEL.** PACK SOUTHEAST UP THE STEPS
 OM1203'LEADING TO THE LOOKOUT TOWER AND THEN SOUTHEAST FOR ABOUT
 OM1203'300 FEET TO THE STATION.
 OM1203'
 OM1203'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED CROSSROAD, GO
 OM1203'WEST ON THE GRAVELED ROAD FOR 0.25 MILE TO A DRIVEWAY ON THE
 OM1203'RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE DRIVEWAY FOR ABOUT
 OM1203'200 FEET TO THE AZIMUTH MARK ON THE RIGHT.
 OM1203'
 OM1203'REFERENCE MARK 1 IS 15 FEET NORTHEAST OF A 20 INCH OAK TREE,
 OM1203'7 FEET WEST OF A 10 INCH OAK TREE, AND 8 FEET SOUTH OF A 10
 OM1203'INCH TREE.  THE DISK IS SET IN THE TOP OF A PIPE PROJECTING
 OM1203'5 INCHES AND IS STAMPED BLUE MOUND USGS NO 1 1935.
 OM1203'
 OM1203'REFERENCE MARK 2 IS 20 FEET NORTH OF A 24 INCH OAK TREE, 18 FEET
 OM1203'WEST OF AN 18 INCH OAK TREE, AND 20 FEET SOUTH OF AN 18 INCH
 OM1203'OAK TREE.  THE DISK IS SET IN THE TOP OF A PIPE PROJECTING 8 INCHES
 OM1203'AND STAMPED BLUE MOUND NO 2 1935.
 OM1203'
 OM1203'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 OM1203'GARAGE, 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TOOL
 OM1203'SHED, AND 44 FEET NORTHEAST OF AN 8 INCH PINE TREE.  THE
 OM1203'MONUMENT IS FLUSH AND THE DISK IS STAMPED BLUE MOUND USLS 1935.
 OM1203'THE MARK IS ON THE PROPERTY OF MR. CONRAD MUELLER.
 OM1203'STAMPED BLUE MOUND 1958 AS INDICATED IN FIELD BOOK.
 OM1203'
 OM1203'**A ROAD WILL PROBABLY BE BUILT TO THE LOOKOUT TOWER IN THE
 OM1203'NEAR FUTURE.
 OM1203'
 OM1203'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OM1203
 OM1203                          STATION RECOVERY (1960)
 OM1203
 OM1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 OM1203'STATION RECOVERED AS DESCRIBED EXCEPT AS NOTED BELOW--THE
 OM1203'DELLS TOWER HAS BEEN MOVED TO 212 FT FROM STATION.  THE
 OM1203'WITNESS POST HAS BEEN LOST.  THE TRIANGULATION BLAZED TREE
 OM1203'MARKS NOW SHOW DIMLY.
 OM1203'
 OM1203'OLD ANGLE BETWEEN R.M. 1 AND R.M. 2 = 111 DEG 56 MIN 37 SEC
 OM1203'
 OM1203'NEW ANGLE BETWEEN R.M. 1 AND R.M. 2 = 111 DEG 55 MIN 35 SEC
 OM1203'
 OM1203'OLD DISTANCE FROM STATION TO R.M. 1 = 57.08
 OM1203'
 OM1203'OLD DISTANCE FROM STATION TO R.M. 2 = 54.35
 OM1203'
 OM1203'NEW DISTANCE FROM STATION TO R.M. 1 = 54.31
 OM1203'
 OM1203'NEW DISTANCE FROM STATION TO R.M. 2 = 57.11
 OM1203
 OM1203                          STATION RECOVERY (1995)
 OM1203
 OM1203'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM1203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5030 ***********************************************************************
 DH5030  DESIGNATION -  BLUE MOUNDS E GPS
 DH5030  PID         -  DH5030
 DH5030  STATE/COUNTY-  WI/DANE
 DH5030  COUNTRY     -  US
 DH5030  USGS QUAD   -  MOUNT VERNON (2018)
 DH5030
 DH5030                         *CURRENT SURVEY CONTROL
 DH5030  ______________________________________________________________________
 DH5030* NAD 83(2011) POSITION- 42 59 16.97630(N) 089 43 49.20885(W)   ADJUSTED
 DH5030* NAD 83(2011) ELLIP HT-   335.190 (meters)        (06/27/12)   ADJUSTED
 DH5030* NAD 83(2011) EPOCH   -  2010.00
 DH5030* NAVD 88 ORTHO HEIGHT -   369.247 (meters)     1211.44  (feet) ADJUSTED
 DH5030  ______________________________________________________________________
 DH5030  GEOID HEIGHT    -        -34.047 (meters)                     GEOID18
 DH5030  NAD 83(2011) X  -     21,994.014 (meters)                     COMP
 DH5030  NAD 83(2011) Y  - -4,673,052.110 (meters)                     COMP
 DH5030  NAD 83(2011) Z  -  4,326,759.215 (meters)                     COMP
 DH5030  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 DH5030  DYNAMIC HEIGHT  -        369.137 (meters)     1211.08  (feet) COMP
 DH5030  MODELED GRAVITY -    980,312.1   (mgal)                       NAVD 88
 DH5030
 DH5030  VERT ORDER      -  SECOND    CLASS I
 DH5030
 DH5030  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5030  Standards:
 DH5030         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5030            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5030  -------------------------------------------------------------------
 DH5030  NETWORK    0.31   0.45           0.14   0.11   0.23     -0.10933594
 DH5030  -------------------------------------------------------------------
 DH5030  Click here for local accuracies and other accuracy information.
 DH5030
 DH5030.The horizontal coordinates were established by GPS observations
 DH5030.and adjusted by the National Geodetic Survey in June 2012.
 DH5030
 DH5030.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5030.been affixed to the stable North American tectonic plate. See 
 DH5030.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5030
 DH5030.The horizontal coordinates are valid at the epoch date displayed above
 DH5030.which is a decimal equivalence of Year/Month/Day.
 DH5030
 DH5030.The orthometric height was determined by differential leveling and
 DH5030.adjusted by the WI DEPT OF TRANSP
 DH5030.in May 2012.
 DH5030
 DH5030.No vertical observational check was made to the station.
 DH5030
 DH5030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5030.GEOID18 height accuracy estimate available here.
 DH5030
 DH5030.Click photographs - Photos may exist for this station.
 DH5030
 DH5030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5030
 DH5030.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5030
 DH5030.The ellipsoidal height was determined by GPS observations
 DH5030.and is referenced to NAD 83.
 DH5030
 DH5030.The dynamic height is computed by dividing the NAVD 88
 DH5030.geopotential number by the normal gravity value computed on the
 DH5030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5030.degrees latitude (g = 980.6199 gals.).
 DH5030
 DH5030.The modeled gravity was interpolated from observed gravity values.
 DH5030
 DH5030. The following values were computed from the NAD 83(2011) position.
 DH5030
 DH5030;                    North         East     Units Scale Factor Converg.
 DH5030;SPC WI S     -   109,798.467   621,991.988   MT  0.99995840   +0 11 07.0
 DH5030;SPC WI S     -   360,230.47  2,040,652.05   sFT  0.99995840   +0 11 07.0
 DH5030;UTM  16      - 4,763,105.377   277,405.658   MT  1.00020959   -1 51 44.7
 DH5030
 DH5030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5030!SPC WI S     -   0.99994744  x   0.99995840  =   0.99990584
 DH5030!UTM  16      -   0.99994744  x   1.00020959  =   1.00015702
 DH5030
 DH5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7740563105(NAD 83)
 DH5030
 DH5030                          SUPERSEDED SURVEY CONTROL
 DH5030
 DH5030  NAD 83(2007)-  42 59 16.97638(N)    089 43 49.20977(W) AD(2002.00) 0
 DH5030  ELLIP H (02/10/07)  335.223  (m)                       GP(2002.00)    
 DH5030  NAD 83(1997)-  42 59 16.97615(N)    089 43 49.21007(W) AD(       ) 1
 DH5030  ELLIP H (08/01/05)  335.229  (m)                       GP(       ) 2 1
 DH5030  NAVD 88             369.23   (m)         1211.4    (f) LEVELING    3  
 DH5030  NAVD 88 (04/20/07)  369.232  (m)         1211.39   (f) SUPERSEDED  2 1
 DH5030
 DH5030.Superseded values are not recommended for survey control.
 DH5030
 DH5030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5030.See file dsdata.pdf to determine how the superseded data were derived.
 DH5030
 DH5030_MARKER: DD = SURVEY DISK
 DH5030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5030_STAMPING: BLUE MOUNDS E GPS 2004
 DH5030_MARK LOGO: WIDT
 DH5030_PROJECTION: FLUSH
 DH5030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5030+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2008
 DH5030
 DH5030  HISTORY     - Date     Condition        Report By
 DH5030  HISTORY     - 2003     MONUMENTED       WIDT
 DH5030  HISTORY     - 20051227 GOOD             WIDT
 DH5030  HISTORY     - 20070423 GOOD             WIDT
 DH5030  HISTORY     - 20080423 GOOD             JCLS
 DH5030
 DH5030                          STATION DESCRIPTION
 DH5030
 DH5030'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5030'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH5030'HIGHWAY 18 WITH  STATE HIGHWAY 78 ABOUT 1 MI SOUTHWEST OF THE VILLAGE
 DH5030'OF MOUNT HOREB, GO SOUTH ON  STATE HIGHWAY 78 FOR 1.9 MI TO BARTON
 DH5030'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON BARTON  ROAD FOR 1.3 MI TO
 DH5030'SAND ROCK ROAD, TURN RIGHT AND GO SOUTH ON SAND ROCK ROAD FOR 0.5 MI
 DH5030'TO COUNTY HIGHWAY JG, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY JG FOR
 DH5030'1.4 MI TO THE  STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5030'WISCONSIN DEPARTMENT OF TRANSPORTATION  GEODETIC SURVEY CONTROL
 DH5030'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST  ABOUT
 DH5030'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.4 M EAST OF THE
 DH5030'CENTERLINE OF  COUNTY HIGHWAY JG, 49.15 M SOUTHEAST OF A POWER POLE
 DH5030'--6-6-13-26/0--, 47.0 M NORTH OF THE  CENTERLINE OF PRIVATE ENTRANCE
 DH5030'--2419--, 5 M NORTH OF THE CENTERLINE OF FIELD ENTRANCE, 5  M WEST OF
 DH5030'CULTIVATED FIELD, 1.0 M SOUTH-SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5030'WITNESS  POST, 1.0 M NORTH-NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5030'POST AND 1.0 M WEST OF AN  ORANGE 4X4 PLASTIC WITNESS POST.
 DH5030'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER
 DH5030'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5030
 DH5030                          STATION RECOVERY (2005)
 DH5030
 DH5030'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5030'RECOVERED AS DESCRIBED.
 DH5030
 DH5030                          STATION RECOVERY (2007)
 DH5030
 DH5030'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5030'RECOVERED IN GOOD CONDITION. TO REACH THE STATION FROM THE JUNCTION OF
 DH5030'BUSINESS US HIGHWAYS 18 AND 151 AND COUNTY HIGHWAY ID (SPRINGDALE
 DH5030'STREET) WITH STATE HIGHWAY 92 AND COUNTY HIGHWAY JG SOUTH (EIGHTH
 DH5030'STREET) AND STATE HIGHWAY 78 NORTH (EIGHTH STREET) IN THE VILLAGE OF
 DH5030'MOUNT HOREB, GO SOUTH ON STATE HIGHWAY 92 AND COUNTY HIGHWAY JG
 DH5030'(EIGHTH STREET) FOR 0.4 MILE TO STATE HIGHWAY 92 CURVING LEFT AND
 DH5030'COUNTY HIGHWAY JG AHEAD
 DH5030'CONTINUE SOUTH ON COUNTY HIGHWAY JG (EIGHTH STREET) FOR 0.6 MILE TO
 DH5030'THE BRIDGE OVER US HIGHWAYS 18 AND 151, CONTINUE SOUTH ON COUNTY
 DH5030'HIGHWAY JG FOR 0.40 MILE TO THE STATION ON THE LEFT.  NOTE-- VISIBLE
 DH5030'OBSTRUCTIONS AT THIS STATION ARE A HOUSE AND TREES IN THE WEST
 DH5030'QUADRANTS EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DH5030
 DH5030                          STATION RECOVERY (2008)
 DH5030
 DH5030'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 DH5030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5240 ***********************************************************************
 DH5240  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5240  DESIGNATION -  BLUE MOUNDS W GPS
 DH5240  PID         -  DH5240
 DH5240  STATE/COUNTY-  WI/DANE
 DH5240  COUNTRY     -  US
 DH5240  USGS QUAD   -  DALEYVILLE (2018)
 DH5240
 DH5240                         *CURRENT SURVEY CONTROL
 DH5240  ______________________________________________________________________
 DH5240* NAD 83(2011) POSITION- 42 57 14.26342(N) 089 50 10.99556(W)   ADJUSTED
 DH5240* NAD 83(2011) ELLIP HT-   309.195 (meters)        (06/27/12)   ADJUSTED
 DH5240* NAD 83(2011) EPOCH   -  2010.00
 DH5240* NAVD 88 ORTHO HEIGHT -   343.16  (meters)     1125.9   (feet) GPS OBS
 DH5240  ______________________________________________________________________
 DH5240  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5240  GEOID HEIGHT    -        -33.962 (meters)                     GEOID12A
 DH5240  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 DH5240  NAD 83(2011) X  -     13,351.693 (meters)                     COMP
 DH5240  NAD 83(2011) Y  - -4,675,647.097 (meters)                     COMP
 DH5240  NAD 83(2011) Z  -  4,323,970.568 (meters)                     COMP
 DH5240  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DH5240
 DH5240  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5240  Standards:
 DH5240         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5240            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5240  -------------------------------------------------------------------
 DH5240  NETWORK    0.22   0.33           0.10   0.08   0.17     -0.00352570
 DH5240  -------------------------------------------------------------------
 DH5240  Click here for local accuracies and other accuracy information.
 DH5240
 DH5240.The horizontal coordinates were established by GPS observations
 DH5240.and adjusted by the National Geodetic Survey in June 2012.
 DH5240
 DH5240.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5240.been affixed to the stable North American tectonic plate. See 
 DH5240.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5240
 DH5240.The horizontal coordinates are valid at the epoch date displayed above
 DH5240.which is a decimal equivalence of Year/Month/Day.
 DH5240
 DH5240.The orthometric height was determined by GPS observations and a
 DH5240.high-resolution geoid model using precise GPS observation and
 DH5240.processing techniques.
 DH5240
 DH5240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5240.GEOID18 height accuracy estimate available here.
 DH5240
 DH5240.Click photographs - Photos may exist for this station.
 DH5240
 DH5240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5240
 DH5240.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5240
 DH5240.The ellipsoidal height was determined by GPS observations
 DH5240.and is referenced to NAD 83.
 DH5240
 DH5240. The following values were computed from the NAD 83(2011) position.
 DH5240
 DH5240;                    North         East     Units Scale Factor Converg.
 DH5240;SPC WI S     -   105,989.365   613,350.560   MT  0.99996283   +0 06 44.7
 DH5240;SPC WI S     -   347,733.44  2,012,300.96   sFT  0.99996283   +0 06 44.7
 DH5240;UTM  16      - 4,759,606.396   268,631.295   MT  1.00025860   -1 56 01.0
 DH5240
 DH5240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5240!SPC WI S     -   0.99995151  x   0.99996283  =   0.99991434
 DH5240!UTM  16      -   0.99995151  x   1.00025860  =   1.00021010
 DH5240
 DH5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6863159606(NAD 83)
 DH5240
 DH5240                          SUPERSEDED SURVEY CONTROL
 DH5240
 DH5240  NAD 83(2007)-  42 57 14.26352(N)    089 50 10.99649(W) AD(2002.00) 0
 DH5240  ELLIP H (02/10/07)  309.228  (m)                       GP(2002.00)    
 DH5240  NAD 83(1997)-  42 57 14.26331(N)    089 50 10.99684(W) AD(       ) 1
 DH5240  ELLIP H (08/01/05)  309.232  (m)                       GP(       ) 2 1
 DH5240  NAVD 88 (07/26/07)  343.14   (m)  GEOID03  model used  GPS OBS        
 DH5240
 DH5240.Superseded values are not recommended for survey control.
 DH5240
 DH5240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5240.See file dsdata.pdf to determine how the superseded data were derived.
 DH5240
 DH5240_MARKER: DD = SURVEY DISK
 DH5240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5240_STAMPING: BLUE MOUNDS W GPS 2004
 DH5240_MARK LOGO: WIDT
 DH5240_PROJECTION: FLUSH
 DH5240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5240+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2008
 DH5240
 DH5240  HISTORY     - Date     Condition        Report By
 DH5240  HISTORY     - 2003     MONUMENTED       WIDT
 DH5240  HISTORY     - 20070423 GOOD             WIDT
 DH5240  HISTORY     - 20080529 GOOD             WIDT
 DH5240
 DH5240                          STATION DESCRIPTION
 DH5240
 DH5240'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5240'OWNERSHIP--TOWNSHIP OF BLUE MOUNDS.  TO REACH THE STATION FROM THE
 DH5240'JUNCTION OF STATE  HIGHWAY 39 WITH STATE HIGHWAY 191 AT THE
 DH5240'INTERSECTION OF WALDWICK STREET WITH MAIN  STREET IN THE VILLAGE OF
 DH5240'HOLLANDALE, GO EAST ON STATE HIGHWAY 39 (WALDWICK STREET) FOR  2.4 MI
 DH5240'TO COUNTY HIGHWAY F, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY F FOR
 DH5240'7.1 MI TO  BARBER ROAD ON THE RIGHT , TURN RIGHT AND GO SOUTHEAST ON
 DH5240'BARBER ROAD FOR 0.45 MI TO  THE STATION ON THE LEFT.  THE STATION IS A
 DH5240'BRONZE WISCONSIN DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5240'STATION DISK SET IN THE TOP OF A 41-CM ROUND  CONCRETE POST AND ABOUT
 DH5240'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.2 M EAST OF THE
 DH5240'CENTERLINE OF BARBER ROAD, 64 M NORTH OF CENTERLINE OF PRIVATE
 DH5240'ENTRANCE --1794--, 55.7 M  SOUTH-SOUTHEAST OF POWER POLE, 3 M WEST OF
 DH5240'A CULTIVATED FIELD, 1.1 M SOUTH OF AN ORANGE  4X4 PLASTIC WITNESS
 DH5240'POST, 1.0 M WEST OF A FENCELINE, AND 0.8 M NORTH OF AN ORANGE 4X4
 DH5240'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5240'OBSTRUCTIONS EXTENDING HIGHER  THAN 15 DEGREES ABOVE THE HORIZON.
 DH5240
 DH5240                          STATION RECOVERY (2007)
 DH5240
 DH5240'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5240'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 53.5 M NORTH OF A
 DH5240'TELEPHONE PEDESTAL, 8.6 M NORTH OF A FIELD ENTRANCE, 1.9 M SOUTH OF A
 DH5240'LEANING METAL FENCE POST, AND 0.8 M NORTH OF AN ORANGE 4X4 PLASTIC
 DH5240'GUARD POST.
 DH5240
 DH5240                          STATION RECOVERY (2008)
 DH5240
 DH5240'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DH5240'RECOVERED IN GOOD CONDITION.  REPLACED TWO BROKEN GUARD POSTS.  THE
 DH5240'STATION IS 1.0 M NORTH AND 1.0 M SOUTH OF TWO 4X4 ORANGE PLASTIC GUARD
 DH5240'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI2149 ***********************************************************************
 AI2149  HT_MOD      -  This is a Height Modernization Survey Station.
 AI2149  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI2149  DESIGNATION -  BLUE RIVER CORS ARP
 AI2149  CORS_ID     -  BLRW
 AI2149  PID         -  AI2149
 AI2149  STATE/COUNTY-  WI/RICHLAND
 AI2149  COUNTRY     -  US
 AI2149  USGS QUAD   -  BLUE RIVER (2018)
 AI2149
 AI2149                         *CURRENT SURVEY CONTROL
 AI2149  ______________________________________________________________________
 AI2149* NAD 83(2011) POSITION- 43 13 48.88354(N) 090 31 50.77571(W)   ADJUSTED
 AI2149* NAD 83(2011) ELLIP HT-   191.667 (meters)        (04/??/25)   ADJUSTED
 AI2149* NAD 83(2011) EPOCH   -  2010.00
 AI2149* NAVD 88 ORTHO HEIGHT -   225.23  (meters)      738.9   (feet) GPS OBS
 AI2149  ______________________________________________________________________
 AI2149  NAVD 88 orthometric height was determined with an earlier geoid model
 AI2149  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 AI2149  NAD 83(2011) X  -    -43,118.308 (meters)                     COMP
 AI2149  NAD 83(2011) Y  - -4,654,410.787 (meters)                     COMP
 AI2149  NAD 83(2011) Z  -  4,346,305.313 (meters)                     COMP
 AI2149
 AI2149  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2149  Standards:
 AI2149         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2149            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2149  -------------------------------------------------------------------
 AI2149  NETWORK    0.22   0.39           0.07   0.11   0.20     -0.04356800
 AI2149  -------------------------------------------------------------------
 AI2149
 AI2149.The coordinates were established by GPS observations
 AI2149.and adjusted by the National Geodetic Survey in April 2025.
 AI2149
 AI2149.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2149.been affixed to the stable North American Tectonic Plate. 
 AI2149
 AI2149.The coordinates are valid at the epoch date displayed above
 AI2149.which is a decimal equivalence of Year/Month/Day.
 AI2149
 AI2149.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AI2149.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AI2149.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AI2149.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AI2149.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AI2149.published epoch of 2010.00.
 AI2149
 AI2149.Additional information on MYCS is available at:
 AI2149.https://geodesy.noaa.gov/CORS/index.shtml
 AI2149
 AI2149.The orthometric height was determined by GPS observations and a
 AI2149.high-resolution geoid model using precise GPS observation and
 AI2149.processing techniques.
 AI2149
 AI2149.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2149.GEOID18 height accuracy estimate available here.
 AI2149
 AI2149.The PID for the CORS L1 Phase Center is AJ7969.
 AI2149
 AI2149.Click photographs - Photos may exist for this station.
 AI2149
 AI2149.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI2149
 AI2149.The ellipsoidal height was determined by GPS observations
 AI2149.and is referenced to NAD 83.
 AI2149
 AI2149. The following values were computed from the NAD 83(2011) position.
 AI2149
 AI2149;                    North         East     Units Scale Factor Converg.
 AI2149;SPC WI S     -   136,805.457   556,885.377   MT  0.99993698   -0 21 52.9
 AI2149;SPC WI S     -   448,835.90  1,827,048.11   sFT  0.99993698   -0 21 52.9
 AI2149;UTM  15      - 4,789,344.000   700,513.590   MT  1.00009461   +1 41 30.5
 AI2149
 AI2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2149!SPC WI S     -   0.99996994  x   0.99993698  =   0.99990693
 AI2149!UTM  15      -   0.99996994  x   1.00009461  =   1.00006455
 AI2149
 AI2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0051389344(NAD 83)
 AI2149
 AI2149                          SUPERSEDED SURVEY CONTROL
 AI2149
 AI2149  NAD 83(2011)-  43 13 48.88364(N)    090 31 50.77567(W) AD(2010.00) c
 AI2149  ELLIP H (06/??/19)  191.672  (m)                       GP(2010.00) c c
 AI2149  NAD 83(2011)-  43 13 48.88374(N)    090 31 50.77570(W) AD(2010.00) c
 AI2149  NAD 83(2011)-  43 13 48.88364(N)    090 31 50.77570(W) AD(2010.00) c
 AI2149  ELLIP H (08/??/11)  191.666  (m)                       GP(2010.00) c c
 AI2149  NAD 83(2007)-  43 13 48.88375(N)    090 31 50.77670(W) AD(2002.00) c
 AI2149  NAD 83(CORS)-  43 13 48.88375(N)    090 31 50.77670(W) AD(2002.00) c
 AI2149  ELLIP H (04/??/04)  191.695  (m)                       GP(2002.00) c c
 AI2149  NAD 83(CORS)-  43 13 48.88392(N)    090 31 50.77725(W) AD(2002.00) c
 AI2149  ELLIP H (03/??/02)  191.711  (m)                       GP(2002.00) c c
 AI2149  NAD 83(CORS)-  43 13 48.88309(N)    090 31 50.77704(W) AD(1997.00) c
 AI2149  ELLIP H (10/??/99)  191.706  (m)                       GP(1997.00) c c
 AI2149  NAVD 88 (08/23/05)  225.26   (m)  GEOID03  model used  GPS OBS        
 AI2149
 AI2149.Superseded values are not recommended for survey control.
 AI2149
 AI2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2149.See file dsdata.pdf to determine how the superseded data were derived.
 AI2149
 AI2149_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI2149
 AI2149                          STATION DESCRIPTION
 AI2149
 AI2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AI2149'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AI2149'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AI2149'AND LOG FILES ACCESSIBLE AT:
 AI2149'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5447 ***********************************************************************
 DN5447  DESIGNATION -  BLUFF LK 1
 DN5447  PID         -  DN5447
 DN5447  STATE/COUNTY-  WI/BURNETT
 DN5447  COUNTRY     -  US
 DN5447  USGS QUAD   -  YELLOW LAKE (2019)
 DN5447
 DN5447                         *CURRENT SURVEY CONTROL
 DN5447  ______________________________________________________________________
 DN5447* NAD 83(1986) POSITION- 45 57 31.4    (N) 092 29 08.9    (W)   HD_HELD2
 DN5447* NAVD 88 ORTHO HEIGHT -   294.662 (meters)      966.74  (feet) ADJUSTED
 DN5447  ______________________________________________________________________
 DN5447  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 DN5447  DYNAMIC HEIGHT  -        294.688 (meters)      966.82  (feet) COMP
 DN5447  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DN5447
 DN5447  VERT ORDER      -  SECOND    CLASS I
 DN5447
 DN5447.The horizontal coordinates were established by autonomous hand held GPS
 DN5447.observations and have an estimated accuracy of +/- 10 meters.
 DN5447
 DN5447.The orthometric height was determined by differential leveling and
 DN5447.adjusted by the WI DEPT OF TRANSP
 DN5447.in May 2012.
 DN5447
 DN5447.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5447.GEOID18 height accuracy estimate available here.
 DN5447
 DN5447.Click photographs - Photos may exist for this station.
 DN5447
 DN5447.The dynamic height is computed by dividing the NAVD 88
 DN5447.geopotential number by the normal gravity value computed on the
 DN5447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5447.degrees latitude (g = 980.6199 gals.).
 DN5447
 DN5447.The modeled gravity was interpolated from observed gravity values.
 DN5447
 DN5447;                    North         East    Units  Estimated Accuracy
 DN5447;SPC WI N     -    91,047.      407,339.      MT  (+/- 10 meters HH2 GPS)
 DN5447
 DN5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3984489589(NAD 83)
 DN5447
 DN5447                          SUPERSEDED SURVEY CONTROL
 DN5447
 DN5447.No superseded survey control is available for this station.
 DN5447
 DN5447_MARKER: DB = BENCH MARK DISK
 DN5447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5447_STAMPING: BLUFF LK 1 2010
 DN5447_MARK LOGO: WI-013
 DN5447_PROJECTION: FLUSH
 DN5447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5447+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5447
 DN5447  HISTORY     - Date     Condition        Report By
 DN5447  HISTORY     - 2010     MONUMENTED       WI-013
 DN5447  HISTORY     - 20110214 GOOD             GEOSPC
 DN5447
 DN5447                          STATION DESCRIPTION
 DN5447
 DN5447'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5447'THE STATION IS LOCATED 6.4 MI (10.3 KM) SOUTHWEST OF DANBURY, WI.
 DN5447'
 DN5447'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY FF WITH
 DN5447'COUNTY HIGHWAY F, GO WEST ON COUNTY HIGHWAY F FOR 2.5 MI (4.0 KM) TO
 DN5447'BLUFF LAKE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH AND THEN EAST
 DN5447'ON BLUFF LAKE ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DN5447'
 DN5447'THE STATION IS LOCATED 16 FT (4.9 M) NORTH OF THE EDGE OF PAVEMENT OF
 DN5447'BLUFF LAKE ROAD, 20 FT (6.1 M) WEST OF THE CENTER OF A PRIVATE
 DN5447'ENTRANCE, 9 FT (2.7 M) NORTHWEST OF TELEPHONE PEDESTAL NUMBER 'BFLK
 DN5447'3400' AND 3 FT (0.9 M) SOUTH, NORTHWEST AND NORTHEAST OF THREE METAL
 DN5447'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1595 ***********************************************************************
 NH1595  DESIGNATION -  BLUM
 NH1595  PID         -  NH1595
 NH1595  STATE/COUNTY-  WI/GREEN
 NH1595  COUNTRY     -  US
 NH1595  USGS QUAD   -  MONROE NW (2018)
 NH1595
 NH1595                         *CURRENT SURVEY CONTROL
 NH1595  ______________________________________________________________________
 NH1595* NAD 83(1991) POSITION- 42 43 50.21114(N) 089 37 31.85795(W)   ADJUSTED
 NH1595* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 NH1595  ______________________________________________________________________
 NH1595  GEOID HEIGHT    -        -33.741 (meters)                     GEOID18
 NH1595  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 NH1595  HORZ ORDER      -  SECOND
 NH1595
 NH1595.The horizontal coordinates were established by classical geodetic methods
 NH1595.and adjusted by the National Geodetic Survey in November 1991.
 NH1595
 NH1595.The orthometric height was scaled from a topographic map.
 NH1595
 NH1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1595.GEOID18 height accuracy estimate available here.
 NH1595
 NH1595.Click photographs - Photos may exist for this station.
 NH1595
 NH1595.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1595
 NH1595. The following values were computed from the NAD 83(1991) position.
 NH1595
 NH1595;                    North         East     Units Scale Factor Converg.
 NH1595;SPC WI S     -    81,233.980   630,668.753   MT  1.00000055   +0 15 26.3
 NH1595;SPC WI S     -   266,515.15  2,069,119.07   sFT  1.00000055   +0 15 26.3
 NH1595;UTM  16      - 4,734,243.556   285,059.923   MT  1.00016841   -1 46 56.0
 NH1595
 NH1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1595!SPC WI S     -   0.99995465  x   1.00000055  =   0.99995520
 NH1595!UTM  16      -   0.99995465  x   1.00016841  =   1.00012305
 NH1595
 NH1595:                Primary Azimuth Mark                     Grid Az
 NH1595:SPC WI S     -  BLUM AZ MK                               293 19 46.3
 NH1595:UTM  16      -  BLUM AZ MK                               295 22 08.6
 NH1595
 NH1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8505934243(NAD 83)
 NH1595
 NH1595|---------------------------------------------------------------------|
 NH1595| PID    Reference Object                     Distance      Geod. Az  |
 NH1595|                                                           dddmmss.s |
 NH1595| CI9061 BLUM RM 3                            20.700 METERS 00110     |
 NH1595| OM1153 MADISON TV STATION WISC MAST        APPROX.34.7 KM 0162749.4 |
 NH1595| OM1094 MADISON TV STATION WMTV MAST        APPROX.37.4 KM 0173302.0 |
 NH1595| OM1079 MADISON TV STATION WKOW MAST        APPROX.37.8 KM 0183525.9 |
 NH1595| CI9059 BLUM RM 1                            25.920 METERS 09647     |
 NH1595| NH1590 MONROE GREEN CO HOME TANK           APPROX.12.2 KM 1921801.0 |
 NH1595| NH1609 ADAMS LUTHERAN CHURCH TOWER         APPROX.12.7 KM 2873252.0 |
 NH1595| CI9058 BLUM AZ MK                                         2933512.6 |
 NH1595| CI9060 BLUM RM 2                            35.460 METERS 32050     |
 NH1595| OM1157 MT HOREB MUNICIPAL TANK             APPROX.32.3 KM 3432447.1 |
 NH1595| OM1161 MT HOREB LUTH CHURCH SPIRE          APPROX.32.1 KM 3435201.1 |
 NH1595| OM1162 MT HOREB ST IGNATIUS CH SPIRE       APPROX.32.0 KM 3441351.8 |
 NH1595| NH1577 PRIMROSE WEST CHURCH CUPOLA         APPROX.17.3 KM 3484235.7 |
 NH1595| NH1579 PRIMROSE EAST CHURCH TOWER          APPROX.17.2 KM 3490153.2 |
 NH1595|---------------------------------------------------------------------|
 NH1595
 NH1595                          SUPERSEDED SURVEY CONTROL
 NH1595
 NH1595  NAD 83(1986)-  42 43 50.20508(N)    089 37 31.85717(W) AD(       ) 2
 NH1595  NAD 27      -  42 43 50.18600(N)    089 37 31.42200(W) AD(       ) 2
 NH1595
 NH1595.Superseded values are not recommended for survey control.
 NH1595
 NH1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1595.See file dsdata.pdf to determine how the superseded data were derived.
 NH1595
 NH1595_MARKER: DS = TRIANGULATION STATION DISK
 NH1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1595_STAMPING: BLUM 1935
 NH1595_MARK LOGO: CGS
 NH1595_PROJECTION: RECESSED 30 CENTIMETERS
 NH1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1595+STABILITY: SURFACE MOTION
 NH1595
 NH1595  HISTORY     - Date     Condition        Report By
 NH1595  HISTORY     - 1935     MONUMENTED       CGS
 NH1595  HISTORY     - 1947     GOOD             CGS
 NH1595  HISTORY     - 1957     GOOD             CGS
 NH1595  HISTORY     - 1970     GOOD             NGS
 NH1595  HISTORY     - 20010331 GOOD             NGS
 NH1595
 NH1595                          STATION DESCRIPTION
 NH1595
 NH1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1595'THIS STATION IS IN THE SOUTHEAST 1/4 OF SEC. 14 T 3 N R 7 E.
 NH1595'ABOUT 1-3/4 MILES AIRLINE SOUTHWEST OF MONTICELLO AND ABOUT
 NH1595'9 MILES AIRLINE NORTH OF MONROE.  ON LAND OWNED BY FRED W. BLUM.
 NH1595'THE STATION MARK IS IN UNFENCED PLOT OF GROUND BETWEEN GRAVEL
 NH1595'ROAD AND CULTIVATED FIELD.  ABOUT 25 YARDS WEST OF WEST NORTHWEST
 NH1595'TURN IN ROAD.  0.2 MILES WEST OF T INTERSECTION OF GRAVEL
 NH1595'ROADS.  42 FEET SOUTH SOUTHWEST OF CENTERLINE OF ROAD.  6 FEET
 NH1595'NORTH OF FENCE LINE AT NORTH EDGE OF FIELD.  AND ABOUT 0.25
 NH1595'MILE EAST OF WHITE FARM HOUSE ON SOUTH SIDE OF ROAD.  THE
 NH1595'MARK IS 12 INCHES UNDERGROUND.
 NH1595'
 NH1595'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1595'TABLETS SET IN CONCRETE.
 NH1595'
 NH1595'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  27 FEET SOUTH
 NH1595'SOUTHWEST OF CENTER-LINE OF ROAD.  1 FOOT NORTH OF FENCE
 NH1595'LINE.  THE MARK PROJECTS 3 INCHES.
 NH1595'
 NH1595'REFERENCE MARK NO. 2 IS NORTHWEST AND ACROSS ROAD FROM STATION.
 NH1595'14 FET NORTH NORTHEAST OF CENTERLINE OF ROAD.  1 FOOT SOUTH
 NH1595'SOUTHEAST OF FENCE LINE.  THE MARK PROJECTS 3 INCHES.  THE
 NH1595'DISTANCE BETWEEN THE REFERENCE MARKS IS 187.00 FEET.
 NH1595'
 NH1595'THE AZIMUTH MARK IS WEST OF THE STATION AT NORTH SIDE OF
 NH1595'GRAVEL ROAD.  DIRECTLY NORTH AND ACROSS ROAD FROM WHITE
 NH1595'FARM HOUSE.  15 FEET NORTH OF CENTER-LINE OF ROAD.  6 INCHES
 NH1595'SOUTH OF NORTH RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 NH1595'3 INCHES.
 NH1595'
 NH1595'TO REACH THE STATION FROM JUNCTION OF STATE TRUNK HIGHWAYS
 NH1595'59 AND 69 AT THE NORTH EDGE OF MONROE GO NORTH ON 69 7.7 MILES
 NH1595'TO POINT WHERE 69 TURNS EAST AND GRAVEL ROAD LEADS NORTH,
 NH1595'THENCE NORTH ON GRAVEL 1.7 MILES TO TOP OF HILL AND T
 NH1595'INTERSECTION.  GO WEST ON GRAVEL ROAD 0.2 MILE TO CURVE IN ROAD AND
 NH1595'STATION AS DESCRIBED.  FROM MONTICELLO GO SOUTH ON STATE TRUNK
 NH1595'HIGHWAY 69 FROM THE BRIDGE OVER SUGAR RIVER 0.2 MILES TO
 NH1595'JUNCTION WITH COUNTY C.  THENCE WEST ON COUNTY C 1.4 MILES TO
 NH1595'CROSS ROADS.  THENCE SOUTH 0.7 MILE TO T INTERSECTION,
 NH1595'THENCE WEST 0.2 MILE AS ABOVE.
 NH1595'
 NH1595'A 100-FOOT SIGNAL AT CONWAY IS VISIBLE AT 50 FEET.  A 100-FOOT
 NH1595'SIGNAL AT JOHNSON IS VISIBLE AT THE GROUND.  A 100-FOOT SIGNAL
 NH1595'AT DANE IS VISIBLE AT 20 FEET.  A 100-FOOT SIGNAL AT BROWN IS
 NH1595'VISIBLE AT 77 FEET.  A 100-FOOT SIGNAL AT SENN IS VISIBLE AT
 NH1595'37 FT.
 NH1595
 NH1595                          STATION RECOVERY (1947)
 NH1595
 NH1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 NH1595'LETTER OF MR. Z.A. GORDER, CITY ENGR., MONROE, WISCONSIN
 NH1595'DATED OCTOBER 19, 1947--
 NH1595'
 NH1595'AZIMUTH MARK WAS MOVED TO A NEW LOCATION DUE TO ROAD CONSTRUCTION.
 NH1595'THE NEW AZIMUTH MARK STAMPED RESET 1947 WAS MOVED ON SAME
 NH1595'LINE WITH THE STATION AND OLD AZIMUTH MARK, 117.1 FEET FARTHER
 NH1595'WEST.  IT IS ONE FOOT N OF NORTH FENCE LINE, 2 FEET W OF
 NH1595'WEST GATE POST, 62 FEET W OF WEST LINE OF WHITE FARM HOUSE
 NH1595'ON SOUTH SIDE OF ROAD AND 25 FEET N OF CENTERLINE OF ROAD.
 NH1595'
 NH1595'STATION NOT UNCOVERED SINCE PLACEMENT FOUND IN ORIGINAL
 NH1595'CONDITION.  IT IS 40 FEET S OF CENTERLINE OF ROAD.
 NH1595'
 NH1595'REFERENCE MARK NO. 1 EXPOSED AS PER NOTES IN ORIGINAL DESCRIPTION.
 NH1595'NO VISIBLE EVIDENCE OF TAMPERING.  IT IS 26 FEET S OF CENTER
 NH1595'LINE OF ROAD.
 NH1595'
 NH1595'REFERENCE MARK NO. 2 EXPOSED AS PER NOTES IN ORIGINAL DESCRIPTION.
 NH1595'NO VISIBLE EVIDENCE OF TAMPERING.  IT IS 6.9 FEET S OF NORTH
 NH1595'FENCE LINE AND 15 FEET N OF CENTER LINE OF ROAD.
 NH1595
 NH1595                          STATION RECOVERY (1957)
 NH1595
 NH1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1595'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NH1595'CONDITION.  THE PROPERTY OWNER HAS CHANGED FROM MR. FRED
 NH1595'W. BLUM TO MR. AMO G. VOEGELI.  THE SURFACE STATION MARK
 NH1595'WAS FOUND TO BE 6 INCHES UNDERGROUND RATHER THAN 12 INCHES
 NH1595'AS WAS IN THE 1935 DESCRIPTION.  A LONGER DISTANCE OF 0.06
 NH1595'OF A FOOT WAS FOUND TO REFERENCE MARK 1.  REFERENCE MARK
 NH1595'2 CHECKED WITH THE ORIGINAL DESCRIPTION.  THE DIRECTION
 NH1595'TO THE AZIMUTH MARK DID NOT CHECK BY 29.7 SECONDS.
 NH1595'
 NH1595'A NEW TO REACH AND DESCRIPTION FOLLOWS.
 NH1595'
 NH1595'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF MONTICELLO
 NH1595'ON THE SOUTH SIDE OF AN EAST-WEST GRAVEL ROAD AND IS ON
 NH1595'THE PROPERTY OF MR. AMO G. VOEGELI, WHO LIVES IN MONTICELLO.
 NH1595'IT IS 6 FEET NORTH OF A FENCE, 6 FEET NORTH OF A WHITE WITNESS
 NH1595'POST, 43 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD
 NH1595'AND 22 FEET WEST OF A 9 INCH WALNUT TREE.  THE MONUMENT
 NH1595'IS 6 INCHES UNDERGROUND AND THE DISK IS STAMPED BLUM 1935.
 NH1595'
 NH1595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1595'69 AND 39 IN MONTICELLO, GO SOUTH ON HIGHWAY 69 FOR 0.15
 NH1595'MILE TO THE JUNCTION OF COUNTY HIGHWAY C.  TURN RIGHT AND
 NH1595'GO WEST ON HIGHWAY C FOR 1.4 MILES TO A GRAVEL CROSSROAD.
 NH1595'TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 0.7 MILE TO
 NH1595'A GRAVEL SIDE ROAD WEST.  TURN RIGHT AND GO WEST ON THE
 NH1595'GRAVEL ROAD FOR 0.2 MILE TO THE STATION MARK ON THE LEFT.
 NH1595'
 NH1595'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 NH1595'GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 NH1595'
 NH1595'REFERENCE MARK 1 IS 6 INCHES NORTH OF A FENCE, 5 FEET EAST
 NH1595'OF A TELEPHONE POLE AND 29 FEET SOUTH OF THE CENTERLINE
 NH1595'OF THE GRAVEL ROAD.  THE MONUMENT IS FLUSH AND THE DISK
 NH1595'IS STAMPED BLUM NO 1 1935.
 NH1595'
 NH1595'REFERENCE MARK 2 IS 16 FEET NORTH OF THE CENTERLINE OF THE
 NH1595'GRAVEL ROAD AND 7 FEET SOUTH OF A FENCE.  THE MONUMENT IS
 NH1595'FLUSH AND THE DISK IS STAMPED BLUM NO 2 1935.
 NH1595'
 NH1595'THE AZIMUTH MARK IS 1 FOOT NORTH OF A FENCE, 29 FEET NORTH
 NH1595'OF THE CENTERLINE OF THE GRAVEL ROAD, 2 FEET NORTH OF A
 NH1595'WHITE WITNESS POST, 45 FEET EAST OF A TRANSFORMER POWER
 NH1595'LINE POLE AND 2 FEET WEST OF A WEST GATE POST.  THE DISK
 NH1595'IS A STANDARD U.S.C. AND G.S. REFERENCE DISK.  THE MONUMENT
 NH1595'IS FLUSH AND THE DISK IS STAMPED BLUM 1935 AZIMUTH RESET
 NH1595'1947.
 NH1595
 NH1595                          STATION RECOVERY (1970)
 NH1595
 NH1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NH1595'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE
 NH1595'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS UPROOTED
 NH1595'BY A SNOW PLOW AND REFERENCE MARK 3 WAS SET.  THE DISTANCE
 NH1595'AND DIRECTION TO REFERENCE MARK 1 CHECKED.  A NEW DESCRIPTION
 NH1595'FOLLOWS--
 NH1595'
 NH1595'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF MONTICELLO,
 NH1595'62 FEET SOUTH OF A POWER POLE, 60 FEET WEST OF A TELEPHONE
 NH1595'POLE, 41 FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE,
 NH1595'22 FEET WEST OF A 10 INCH WALNUT TREE, 42 FEET SOUTH OF
 NH1595'THE CENTERLINE OF FAIRVIEW ROAD, 6 FEET NORTH OF A FENCE
 NH1595'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT IS
 NH1595'4 INCHES UNDERGROUND AND THE DISK IS STAMPED BLUM 1935.
 NH1595'
 NH1595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 NH1595'69 AND COUNTY ROAD C AT THE SOUTHWEST EDGE OF MONTICELLO,
 NH1595'GO WEST ON RD. C FOR 1.2 MILES TO A CROSSROAD.  TURN LEFT
 NH1595'AND GO SOUTH ON WASHINGTON ROAD FOR 0.75 MILE TO A SIDE
 NH1595'ROAD RIGHT.  TURN RIGHT AND GO WEST ON FAIRVIEW ROAD FOR
 NH1595'0.2 MILE TO THE STATION ON THE LEFT.  CONTINUE WEST ON THE
 NH1595'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NH1595'
 NH1595'REFERENCE MARK 1 IS 25 FEET SOUTHEAST OF TELEPHONE POLE,
 NH1595'44 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 1 FOOT
 NH1595'SOUTH OF FENCE AND 29 FEET SOUTH OF THE CENTERLINE OF THE
 NH1595'ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NH1595'BLUM NO 1 1935.
 NH1595'
 NH1595'REFERENCE MARK 3 IS 1 FOOT SOUTH OF FENCE, 26 FEET NORTH
 NH1595'OF THE CENTERLINE OF THE ROAD AND 26 FEET WEST OF THE POWER
 NH1595'POLE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 NH1595'BLUM 1935 NO 3 1970.
 NH1595'
 NH1595'THE AZIMUTH MARK IS ABOUT 150 FEET NORTHWEST AND ACROSS
 NH1595'THE ROAD FR FROM A 2 STORY FRAME HOUSE, 27 FEET NORTH OF
 NH1595'THE CENTERLINE OF ROAD, 1 FOOT NORTH OF A BOARD FENCE, 1
 NH1595'FOOT WEST OF THE WEST GATE POST, 2 FEET NORTH OF A METAL
 NH1595'WITNESS POST AND 56 FEET NORTHWEST OF A FENCE CORNER.  THE
 NH1595'MONUMENT IS FLUSH AND THE DISK IS STAMPED BLUM 1935 AZIMUTH
 NH1595'RESET 1947.
 NH1595'
 NH1595'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1595
 NH1595                          STATION RECOVERY (2001)
 NH1595
 NH1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1595'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0384 ***********************************************************************
 OM0384  DESIGNATION -  BM
 OM0384  PID         -  OM0384
 OM0384  STATE/COUNTY-  WI/DANE
 OM0384  COUNTRY     -  US
 OM0384  USGS QUAD   -  MADISON WEST (2018)
 OM0384
 OM0384                         *CURRENT SURVEY CONTROL
 OM0384  ______________________________________________________________________
 OM0384* NAD 83(1986) POSITION- 43 04 33.     (N) 089 24 05.     (W)   SCALED
 OM0384* NAVD 88 ORTHO HEIGHT -   281.162 (meters)      922.45  (feet) ADJUSTED
 OM0384  ______________________________________________________________________
 OM0384  GEOID HEIGHT    -        -34.331 (meters)                     GEOID18
 OM0384  DYNAMIC HEIGHT  -        281.089 (meters)      922.21  (feet) COMP
 OM0384  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 OM0384
 OM0384  VERT ORDER      -  SECOND    CLASS 0
 OM0384
 OM0384.The horizontal coordinates were scaled from a map and have
 OM0384.an estimated accuracy of +/- 6 seconds.
 OM0384
 OM0384.The orthometric height was determined by differential leveling and
 OM0384.adjusted by the NATIONAL GEODETIC SURVEY
 OM0384.in June 1991.
 OM0384
 OM0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0384.GEOID18 height accuracy estimate available here.
 OM0384
 OM0384.Click photographs - Photos may exist for this station.
 OM0384
 OM0384.The dynamic height is computed by dividing the NAVD 88
 OM0384.geopotential number by the normal gravity value computed on the
 OM0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0384.degrees latitude (g = 980.6199 gals.).
 OM0384
 OM0384.The modeled gravity was interpolated from observed gravity values.
 OM0384
 OM0384;                    North         East    Units  Estimated Accuracy
 OM0384;SPC WI S     -   119,690.      648,750.      MT  (+/- 180 meters Scaled)
 OM0384
 OM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN045720(NAD 83)
 OM0384
 OM0384                          SUPERSEDED SURVEY CONTROL
 OM0384
 OM0384  NGVD 29 (??/??/92)  281.224  (m)          922.65   (f) ADJ UNCH    2 0
 OM0384
 OM0384.Superseded values are not recommended for survey control.
 OM0384
 OM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0384.See file dsdata.pdf to determine how the superseded data were derived.
 OM0384
 OM0384_MARKER: DB = BENCH MARK DISK
 OM0384_SETTING: 80 = SET IN A BOULDER
 OM0384_SP_SET: LARGE STONE
 OM0384_STAMPING: 924 ADJ 1903
 OM0384_MARK LOGO: USGS
 OM0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0384+STABILITY: SURFACE MOTION
 OM0384
 OM0384  HISTORY     - Date     Condition        Report By
 OM0384  HISTORY     - 1904     MONUMENTED       USGS
 OM0384  HISTORY     - 1934     GOOD             CGS
 OM0384  HISTORY     - 1942     GOOD             CGS
 OM0384
 OM0384                          STATION DESCRIPTION
 OM0384
 OM0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0384'AT MADISON.
 OM0384'SET IN LARGE STONE 125 FEET NORTH OF THE BACK FACADE OF THE
 OM0384'ENGINEERING BUILDING OF THE UNIVERSITY OF WISCONSIN, 8 FEET
 OM0384'EAST OF THE EAST CURB LINE OF THE STREET.
 OM0384
 OM0384                          STATION RECOVERY (1942)
 OM0384
 OM0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 OM0384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0061 ***********************************************************************
 QN0061  DESIGNATION -  BM
 QN0061  PID         -  QN0061
 QN0061  STATE/COUNTY-  WI/PRICE
 QN0061  COUNTRY     -  US
 QN0061  USGS QUAD   -  PARK FALLS (2018)
 QN0061
 QN0061                         *CURRENT SURVEY CONTROL
 QN0061  ______________________________________________________________________
 QN0061* NAD 83(1986) POSITION- 45 56 18.     (N) 090 26 41.     (W)   SCALED
 QN0061* NAVD 88 ORTHO HEIGHT -   452.940 (meters)     1486.02  (feet) ADJUSTED
 QN0061  ______________________________________________________________________
 QN0061  GEOID HEIGHT    -        -30.520 (meters)                     GEOID18
 QN0061  DYNAMIC HEIGHT  -        452.931 (meters)     1485.99  (feet) COMP
 QN0061  MODELED GRAVITY -    980,581.9   (mgal)                       NAVD 88
 QN0061
 QN0061  VERT ORDER      -  SECOND    CLASS 0
 QN0061
 QN0061.The horizontal coordinates were scaled from a map and have
 QN0061.an estimated accuracy of +/- 6 seconds.
 QN0061
 QN0061.The orthometric height was determined by differential leveling and
 QN0061.adjusted by the NATIONAL GEODETIC SURVEY
 QN0061.in June 1991.
 QN0061
 QN0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0061.GEOID18 height accuracy estimate available here.
 QN0061
 QN0061.Click photographs - Photos may exist for this station.
 QN0061
 QN0061.The dynamic height is computed by dividing the NAVD 88
 QN0061.geopotential number by the normal gravity value computed on the
 QN0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0061.degrees latitude (g = 980.6199 gals.).
 QN0061
 QN0061.The modeled gravity was interpolated from observed gravity values.
 QN0061
 QN0061;                    North         East    Units  Estimated Accuracy
 QN0061;SPC WI N     -    85,860.      565,510.      MT  (+/- 180 meters Scaled)
 QN0061
 QN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL980903(NAD 83)
 QN0061
 QN0061                          SUPERSEDED SURVEY CONTROL
 QN0061
 QN0061  NGVD 29 (??/??/92)  452.936  (m)         1486.01   (f) ADJ UNCH    2 0
 QN0061
 QN0061.Superseded values are not recommended for survey control.
 QN0061
 QN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0061.See file dsdata.pdf to determine how the superseded data were derived.
 QN0061
 QN0061_MARKER: S = SPIKE
 QN0061_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QN0061_SP_SET: UNSPECIFIED ROCK
 QN0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0061
 QN0061  HISTORY     - Date     Condition        Report By
 QN0061  HISTORY     - 1934     MONUMENTED       CGS
 QN0061  HISTORY     - 1934     GOOD             CGS
 QN0061  HISTORY     - 20030905 MARK NOT FOUND   USPSQD
 QN0061
 QN0061                          STATION DESCRIPTION
 QN0061
 QN0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0061'AT PARK FALLS.
 QN0061'AT PARK FALLS, PRICE COUNTY, AT THE DAM ON FLAMBEAU RIVER, AT THE
 QN0061'WATERS EDGE, 32 FEET NORTH AND 66 FEET WEST OF THE NORTHWEST CORNER
 QN0061'OF THE SPILLWAY SECTION, 18 FEET NORTHEAST OF THE NORTHEAST CORNER
 QN0061'OF AN OLD SHED, AND IN A ROCK.  AN IRON SPIKE.
 QN0061
 QN0061                          STATION RECOVERY (2003)
 QN0061
 QN0061'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0061'NOT FOUND.  THE BEDROCKS IN THE AREA ARE COVERED WITH MOSS AND SOIL.
 QN0061'NOTE--THE STATION IS ON PROPERTY OWNED BY FRASER PAPERS.  PERMISSION
 QN0061'FOR ACCESS MAY BE OBTAINED FROM SECURITY AT THE VISITOR'S ENTRANCE ON
 QN0061'THE NORTH SIDE OF HIGHWAY 182 WEST OF THE RIVER.
 QN0061'TO REACH THE STATION, ENTER GATE 9 ON THE EAST SIDE OF THE RIVER ON
 QN0061'THE NORTH SIDE OF HIGHWAY 182, GO NORTH FOR 0.3 MILE WINDING AMONG THE
 QN0061'BUILDINGS ON A GRAVE DRIVE TO THE DAM AT THE END OF THE DRIVE.  WALK
 QN0061'ACROSS THE DAM TO THE STATION'S POSITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0128 ***********************************************************************
 ON0128  DESIGNATION -  BM
 ON0128  PID         -  ON0128
 ON0128  STATE/COUNTY-  WI/VERNON
 ON0128  COUNTRY     -  US
 ON0128  USGS QUAD   -  READSTOWN (2018)
 ON0128
 ON0128                         *CURRENT SURVEY CONTROL
 ON0128  ______________________________________________________________________
 ON0128* NAD 83(1986) POSITION- 43 26 37.55   (N) 090 45 54.35   (W)   HD_HELD1
 ON0128* NAVD 88 ORTHO HEIGHT -   226.527 (meters)      743.20  (feet) ADJUSTED
 ON0128  ______________________________________________________________________
 ON0128  GEOID HEIGHT    -        -33.152 (meters)                     GEOID18
 ON0128  DYNAMIC HEIGHT  -        226.472 (meters)      743.02  (feet) COMP
 ON0128  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 ON0128
 ON0128  VERT ORDER      -  SECOND    CLASS I
 ON0128
 ON0128.The horizontal coordinates were determined by differentially corrected
 ON0128.hand held GPS observations or other comparable positioning techniques
 ON0128.and have an estimated accuracy of +/- 3 meters.
 ON0128
 ON0128.The orthometric height was determined by differential leveling and
 ON0128.adjusted by the NATIONAL GEODETIC SURVEY
 ON0128.in July 2017.
 ON0128
 ON0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0128.GEOID18 height accuracy estimate available here.
 ON0128
 ON0128.Click photographs - Photos may exist for this station.
 ON0128
 ON0128.The dynamic height is computed by dividing the NAVD 88
 ON0128.geopotential number by the normal gravity value computed on the
 ON0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0128.degrees latitude (g = 980.6199 gals.).
 ON0128
 ON0128.The modeled gravity was interpolated from observed gravity values.
 ON0128
 ON0128;                    North         East    Units  Estimated Accuracy
 ON0128;SPC WI S     -   160,672.5     538,069.1     MT  (+/- 3 meters HH1 GPS) 
 ON0128
 ON0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8084912521(NAD 83)
 ON0128
 ON0128                          SUPERSEDED SURVEY CONTROL
 ON0128
 ON0128  NAVD 88 (06/15/91)  226.482  (m)          743.05   (f) SUPERSEDED  2 0
 ON0128  NGVD 29 (??/??/92)  226.513  (m)          743.15   (f) ADJ UNCH    2 0
 ON0128
 ON0128.Superseded values are not recommended for survey control.
 ON0128
 ON0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0128.See file dsdata.pdf to determine how the superseded data were derived.
 ON0128
 ON0128_MARKER: DD = SURVEY DISK
 ON0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0128_MARK LOGO: WIRRC
 ON0128_PROJECTION: FLUSH
 ON0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0128+STABILITY: SURFACE MOTION
 ON0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0128+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 ON0128
 ON0128  HISTORY     - Date     Condition        Report By
 ON0128  HISTORY     - UNK      MONUMENTED       WIHD
 ON0128  HISTORY     - 1934     GOOD             CGS
 ON0128  HISTORY     - 20160710 GOOD             WIDT
 ON0128
 ON0128                          STATION DESCRIPTION
 ON0128
 ON0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0128'AT READSTOWN.
 ON0128'AT READSTOWN, VERNON COUNTY, 297 FEET SOUTH OF THE POWER PLANT
 ON0128'ON THE KICKAPOO RIVER, AT A STREET CROSSING, 171 FEET WEST
 ON0128'OF THE CROSSING OF A STREET, 24 FEET NORTH OF THE CENTERLINE OF
 ON0128'THE STREET, LEVEL WITH THE STREET, AND SET IN THE TOP OF A CONCRETE
 ON0128'POST.
 ON0128
 ON0128                          STATION RECOVERY (2016)
 ON0128
 ON0128'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 ON0128'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTH-NORTHEAST OF GAYS
 ON0128'MILLS, 4.3 MI (6.9 KM) WEST-NORTHWEST OF SUGAR GROVE AND IN THE TOWN
 ON0128'OF READSTOWN, WI.
 ON0128'
 ON0128'TO REACH THE MARK FROM THE JUNCTION OF US HIGHWAY 14 WITH US HIGHWAY
 ON0128'61 IN THE VILLAGE OF READSTOWN, GO SOUTH ON US HIGHWAY 61 FOR ABOUT
 ON0128'350 FT (106.7 M) TO MILLING STREET ON THE LEFT.  TURN LEFT AND GO EAST
 ON0128'ON MILLING STREET FOR ABOUT 550 FT (167.6 M) TO 702W MILLING STREET ON
 ON0128'THE LEFT AND THE MARK ON THE LEFT.
 ON0128'
 ON0128'THE MARK IS IN THE SOUTHEAST CORNER OF THE LOT FOR A SMALL ONE STORY
 ON0128'HOUSE -702W MILLING STREET- AND IS DIRECTLY OPPOSITE MILLING STREET OF
 ON0128'A TWO CAR GARAGE.
 ON0128'
 ON0128'THE MARK IS 6.3 M (20.7 FT) NORTH OF THE CENTERLINE OF MILLING STREET
 ON0128'AND 6.0 M (19.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN DECK
 ON0128'THAT SURROUNDS THE SOUTH AND EAST SIDES OF THE HOUSE.
 ON0128'
 ON0128'NOTE-NO STAMPING ON DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0165 ***********************************************************************
 RM0165  DESIGNATION -  BM
 RM0165  PID         -  RM0165
 RM0165  STATE/COUNTY-  WI/ASHLAND
 RM0165  COUNTRY     -  US
 RM0165  USGS QUAD   -  MELLEN (2018)
 RM0165
 RM0165                         *CURRENT SURVEY CONTROL
 RM0165  ______________________________________________________________________
 RM0165* NAD 83(1986) POSITION- 46 17 42.     (N) 090 42 20.     (W)   SCALED
 RM0165* NAVD 88 ORTHO HEIGHT -   394.773 (meters)     1295.18  (feet) ADJUSTED
 RM0165  ______________________________________________________________________
 RM0165  GEOID HEIGHT    -        -30.524 (meters)                     GEOID18
 RM0165  DYNAMIC HEIGHT  -        394.773 (meters)     1295.18  (feet) COMP
 RM0165  MODELED GRAVITY -    980,604.8   (mgal)                       NAVD 88
 RM0165
 RM0165  VERT ORDER      -  SECOND    CLASS 0
 RM0165
 RM0165.The horizontal coordinates were scaled from a map and have
 RM0165.an estimated accuracy of +/- 6 seconds.
 RM0165
 RM0165.The orthometric height was determined by differential leveling and
 RM0165.adjusted by the NATIONAL GEODETIC SURVEY
 RM0165.in June 1991.
 RM0165
 RM0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0165.GEOID18 height accuracy estimate available here.
 RM0165
 RM0165.Click photographs - Photos may exist for this station.
 RM0165
 RM0165.The dynamic height is computed by dividing the NAVD 88
 RM0165.geopotential number by the normal gravity value computed on the
 RM0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0165.degrees latitude (g = 980.6199 gals.).
 RM0165
 RM0165.The modeled gravity was interpolated from observed gravity values.
 RM0165
 RM0165;                    North         East    Units  Estimated Accuracy
 RM0165;SPC WI N     -   125,650.      545,640.      MT  (+/- 180 meters Scaled)
 RM0165
 RM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM767293(NAD 83)
 RM0165
 RM0165                          SUPERSEDED SURVEY CONTROL
 RM0165
 RM0165  NGVD 29 (??/??/92)  394.773  (m)         1295.18   (f) ADJ UNCH    2 0
 RM0165
 RM0165.Superseded values are not recommended for survey control.
 RM0165
 RM0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0165.See file dsdata.pdf to determine how the superseded data were derived.
 RM0165
 RM0165_MARKER: Q = CHISELED SQUARE
 RM0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0165_SP_SET: ABUTMENT
 RM0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0165
 RM0165  HISTORY     - Date     Condition        Report By
 RM0165  HISTORY     - UNK      MONUMENTED       USGS
 RM0165  HISTORY     - 1934     GOOD             CGS
 RM0165
 RM0165                          STATION DESCRIPTION
 RM0165
 RM0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0165'4.6 MI N FROM CAYUGA.
 RM0165'4.6 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0165'MARIE RAILWAY FROM CAYUGA, ASHLAND COUNTY, AT A STEEL GIRDER
 RM0165'BRIDGE OVER BAD RIVER, AT THE NORTH ABUTMENT, AT THE NORTHEAST
 RM0165'CORNER OF THE BRIDGE SEAT, ON THE CENTER OF THE TOP OF THE
 RM0165'EAST END OF THE NORTH PARAPET WALL, AND 6 FEET HIGHER THAN
 RM0165'THE BRIDGE SEAT.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0300 ***********************************************************************
 NH0300  DESIGNATION -  BM
 NH0300  PID         -  NH0300
 NH0300  STATE/COUNTY-  WI/JEFFERSON
 NH0300  COUNTRY     -  US
 NH0300  USGS QUAD   -  FORT ATKINSON (2018)
 NH0300
 NH0300                         *CURRENT SURVEY CONTROL
 NH0300  ______________________________________________________________________
 NH0300* NAD 83(1986) POSITION- 42 55 44.     (N) 088 50 17.     (W)   SCALED
 NH0300* NAVD 88 ORTHO HEIGHT -   241.524 (meters)      792.40  (feet) ADJUSTED
 NH0300  ______________________________________________________________________
 NH0300  GEOID HEIGHT    -        -34.249 (meters)                     GEOID18
 NH0300  DYNAMIC HEIGHT  -        241.460 (meters)      792.19  (feet) COMP
 NH0300  MODELED GRAVITY -    980,349.0   (mgal)                       NAVD 88
 NH0300
 NH0300  VERT ORDER      -  SECOND    CLASS 0
 NH0300
 NH0300.The horizontal coordinates were scaled from a map and have
 NH0300.an estimated accuracy of +/- 6 seconds.
 NH0300
 NH0300.The orthometric height was determined by differential leveling and
 NH0300.adjusted by the NATIONAL GEODETIC SURVEY
 NH0300.in June 1991.
 NH0300
 NH0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0300.GEOID18 height accuracy estimate available here.
 NH0300
 NH0300.Click photographs - Photos may exist for this station.
 NH0300
 NH0300.The dynamic height is computed by dividing the NAVD 88
 NH0300.geopotential number by the normal gravity value computed on the
 NH0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0300.degrees latitude (g = 980.6199 gals.).
 NH0300
 NH0300.The modeled gravity was interpolated from observed gravity values.
 NH0300
 NH0300;                    North         East    Units  Estimated Accuracy
 NH0300;SPC WI S     -   103,850.      694,850.      MT  (+/- 180 meters Scaled)
 NH0300
 NH0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN500545(NAD 83)
 NH0300
 NH0300                          SUPERSEDED SURVEY CONTROL
 NH0300
 NH0300  NGVD 29 (??/??/92)  241.590  (m)          792.62   (f) ADJ UNCH    2 0
 NH0300
 NH0300.Superseded values are not recommended for survey control.
 NH0300
 NH0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0300.See file dsdata.pdf to determine how the superseded data were derived.
 NH0300
 NH0300_MARKER: DD = SURVEY DISK
 NH0300_SETTING: 66 = SET IN ROCK OUTCROP
 NH0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NH0300+STABILITY: POSITION/ELEVATION WELL
 NH0300
 NH0300  HISTORY     - Date     Condition        Report By
 NH0300  HISTORY     - UNK      MONUMENTED       WI1760
 NH0300  HISTORY     - 1934     GOOD             CGS
 NH0300  HISTORY     - 20061003 MARK NOT FOUND   USPSQD
 NH0300
 NH0300                          STATION DESCRIPTION
 NH0300
 NH0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0300'AT FORT ATKINSON, JEFFERSON COUNTY, DIRECTLY ABOVE THE CHISELED
 NH0300'BENCH MARK ON THE NORTHWEST CORNER OF THE OLD CITY HALL NOW USED
 NH0300'BY THE BADGER PAINT STORE, AND ON A STONE LEDGE.  A POINT.
 NH0300
 NH0300                          STATION RECOVERY (2006)
 NH0300
 NH0300'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH0300'THE STATION WAS NOT FOUND.  THE DESCRIPTION IS NOT ADEQUATE.  NEW
 NH0300'WATER UTILITY BUILDINGS ARE LOCATED AT THE GIVEN GPS COORDINATES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0159 ***********************************************************************
 OL0159  DESIGNATION -  BM 149
 OL0159  PID         -  OL0159
 OL0159  STATE/COUNTY-  WI/MILWAUKEE
 OL0159  COUNTRY     -  US
 OL0159  USGS QUAD   -  MILWAUKEE (2018)
 OL0159
 OL0159                         *CURRENT SURVEY CONTROL
 OL0159  ______________________________________________________________________
 OL0159* NAD 83(1986) POSITION- 43 01 58.7    (N) 087 56 52.0    (W)   HD_HELD2
 OL0159* NAVD 88 ORTHO HEIGHT -   179.862 (meters)      590.10  (feet) ADJUSTED
 OL0159  ______________________________________________________________________
 OL0159  GEOID HEIGHT    -        -35.088 (meters)                     GEOID18
 OL0159  DYNAMIC HEIGHT  -        179.814 (meters)      589.94  (feet) COMP
 OL0159  MODELED GRAVITY -    980,350.4   (mgal)                       NAVD 88
 OL0159
 OL0159  VERT ORDER      -  SECOND    CLASS 0
 OL0159
 OL0159.The horizontal coordinates were established by autonomous hand held GPS
 OL0159.observations and have an estimated accuracy of +/- 10 meters.
 OL0159
 OL0159.The orthometric height was determined by differential leveling and
 OL0159.adjusted by the NATIONAL GEODETIC SURVEY
 OL0159.in June 1991.
 OL0159
 OL0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0159.GEOID18 height accuracy estimate available here.
 OL0159
 OL0159.Click photographs - Photos may exist for this station.
 OL0159
 OL0159.The dynamic height is computed by dividing the NAVD 88
 OL0159.geopotential number by the normal gravity value computed on the
 OL0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0159.degrees latitude (g = 980.6199 gals.).
 OL0159
 OL0159.The modeled gravity was interpolated from observed gravity values.
 OL0159
 OL0159;                    North         East    Units  Estimated Accuracy
 OL0159;SPC WI S     -   116,811.      767,226.      MT  (+/- 10 meters HH2 GPS)
 OL0159
 OL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2278964912(NAD 83)
 OL0159
 OL0159                          SUPERSEDED SURVEY CONTROL
 OL0159
 OL0159  NGVD 29 (??/??/92)  179.951  (m)          590.39   (f) ADJ UNCH    2 0
 OL0159
 OL0159.Superseded values are not recommended for survey control.
 OL0159
 OL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0159.See file dsdata.pdf to determine how the superseded data were derived.
 OL0159
 OL0159_MARKER: DD = SURVEY DISK
 OL0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0159_SP_SET: VIADUCT PIER
 OL0159_STAMPING: CITY OF MILWAUKEE BM 149
 OL0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0159
 OL0159  HISTORY     - Date     Condition        Report By
 OL0159  HISTORY     - UNK      MONUMENTED       WI3100
 OL0159  HISTORY     - 1934     GOOD             CGS
 OL0159  HISTORY     - 1945     GOOD             ATT
 OL0159  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 OL0159
 OL0159                          STATION DESCRIPTION
 OL0159
 OL0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0159'AT MILWAUKEE.
 OL0159'AT MILWAUKEE, SET IN THE NORTHWEST CONCRETE PIER OF THE 27TH
 OL0159'STREET VIADUCT AT THE INTERSECTION OF NORTH 27TH STREET AND WEST
 OL0159'GREVES STREET.
 OL0159
 OL0159                          STATION RECOVERY (1945)
 OL0159
 OL0159'RECOVERY NOTE BY AMERICAN T AND T CO 1945
 OL0159'RECOVERED IN GOOD CONDITION.
 OL0159
 OL0159                          STATION RECOVERY (2001)
 OL0159
 OL0159'RECOVERY NOTE BY US POWER SQUADRON 2001
 OL0159'27TH ST. VIADUCT WAS REBUILT IN 1981, INCLUDING NEW PIERS.  (PER CRAIG
 OL0159'LIBERTO, MILWAUKEE INFRASTRUCTURE SERVICES DIVISION)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0216 ***********************************************************************
 OL0216  DESIGNATION -  BM GA 13
 OL0216  PID         -  OL0216
 OL0216  STATE/COUNTY-  WI/SHEBOYGAN
 OL0216  COUNTRY     -  US
 OL0216  USGS QUAD   -  SHEBOYGAN NORTH (2018)
 OL0216
 OL0216                         *CURRENT SURVEY CONTROL
 OL0216  ______________________________________________________________________
 OL0216* NAD 83(1986) POSITION- 43 46 53.     (N) 087 44 48.     (W)   SCALED
 OL0216* NAVD 88 ORTHO HEIGHT -   185.624 (meters)      609.00  (feet) ADJUSTED
 OL0216  ______________________________________________________________________
 OL0216  GEOID HEIGHT    -        -35.850 (meters)                     GEOID18
 OL0216  DYNAMIC HEIGHT  -        185.589 (meters)      608.89  (feet) COMP
 OL0216  MODELED GRAVITY -    980,429.6   (mgal)                       NAVD 88
 OL0216
 OL0216  VERT ORDER      -  FIRST     CLASS 0
 OL0216
 OL0216.The horizontal coordinates were scaled from a map and have
 OL0216.an estimated accuracy of +/- 6 seconds.
 OL0216
 OL0216.The orthometric height was determined by differential leveling and
 OL0216.adjusted by the NATIONAL GEODETIC SURVEY
 OL0216.in June 1991.
 OL0216
 OL0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0216.GEOID18 height accuracy estimate available here.
 OL0216
 OL0216.Click photographs - Photos may exist for this station.
 OL0216
 OL0216.The dynamic height is computed by dividing the NAVD 88
 OL0216.geopotential number by the normal gravity value computed on the
 OL0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0216.degrees latitude (g = 980.6199 gals.).
 OL0216
 OL0216.The modeled gravity was interpolated from observed gravity values.
 OL0216
 OL0216;                    North         East    Units  Estimated Accuracy
 OL0216;SPC WI S     -   200,350.      781,360.      MT  (+/- 180 meters Scaled)
 OL0216
 OL0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP399478(NAD 83)
 OL0216
 OL0216                          SUPERSEDED SURVEY CONTROL
 OL0216
 OL0216  NGVD 29 (??/??/92)  185.65   (m)          609.1    (f) COMPUTED    1 0
 OL0216
 OL0216.Superseded values are not recommended for survey control.
 OL0216
 OL0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0216.See file dsdata.pdf to determine how the superseded data were derived.
 OL0216
 OL0216_MARKER: DD = SURVEY DISK
 OL0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0216_SP_SET: BRIDGE
 OL0216_STAMPING: 1971 CO 59.3 BM GA 13 ELV
 OL0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0216
 OL0216  HISTORY     - Date     Condition        Report By
 OL0216  HISTORY     - 1971     MONUMENTED       WIHD
 OL0216  HISTORY     - 1972     GOOD             NGS
 OL0216  HISTORY     - 19920831 GOOD             USPSQD
 OL0216  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 OL0216
 OL0216                          STATION DESCRIPTION
 OL0216
 OL0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0216'3.8 MI NW FROM SHEBOYGAN.
 OL0216'ABOUT 1.65 MILES NORTH ALONG NORTH 9 TH STREET FROM THE POST
 OL0216'OFFICE AT SHEBOYGAN, THENCE 1.05 MILES WEST ALONG NORTH AVENUE,
 OL0216'THENCE 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 42 (CALUMET
 OL0216'DRIVE), AT THE EAST CORNER OF A HIGHWAY BRIDGE OVER PIGEON
 OL0216'RIVER, 21 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 OL0216'ABOUT 350 FEET WEST OF BENCH MARK S 132 1972 DESCRIBED, SET IN
 OL0216'THE TOP OF THE EAST CORNER OF THE EAST CONCRETE WING WALL OF THE
 OL0216'BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 9,
 OL0216'T 15N, R.
 OL0216
 OL0216                          STATION RECOVERY (1992)
 OL0216
 OL0216'RECOVERY NOTE BY US POWER SQUADRON 1992 (JST)
 OL0216'RECOVERED IN GOOD CONDITION.
 OL0216
 OL0216                          STATION RECOVERY (2002)
 OL0216
 OL0216'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0216'NOT FOUND.  THE BRIDGE IS 0.7 MILE NORTH OF NORTH AVENUE ON HIGHWAY 42
 OL0216'OVER THE PIGEON RIVER.  THE BRIDGE WAS REBUILT IN 1993.  A WIS. DOT
 OL0216'DISK WAS FOUND ATOP THE CONCRETE GUARD RAIL ON THE EAST END OF THE
 OL0216'NORTH SIDE OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0708 ***********************************************************************
 QM0708  DESIGNATION -  BM NR VILAS
 QM0708  PID         -  QM0708
 QM0708  STATE/COUNTY-  WI/LANGLADE
 QM0708  COUNTRY     -  US
 QM0708  USGS QUAD   -  BLACK BROOK (2018)
 QM0708
 QM0708                         *CURRENT SURVEY CONTROL
 QM0708  ______________________________________________________________________
 QM0708* NAD 83(1991) POSITION- 45 14 12.95161(N) 089 18 28.47482(W)   ADJUSTED
 QM0708* NAVD 88 ORTHO HEIGHT -   507.    (meters)     1663.    (feet) SCALED
 QM0708  ______________________________________________________________________
 QM0708  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 QM0708  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 QM0708  HORZ ORDER      -  SECOND
 QM0708
 QM0708.The horizontal coordinates were established by classical geodetic methods
 QM0708.and adjusted by the National Geodetic Survey in November 1991.
 QM0708
 QM0708.The orthometric height was scaled from a topographic map.
 QM0708
 QM0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0708.GEOID18 height accuracy estimate available here.
 QM0708
 QM0708.Click photographs - Photos may exist for this station.
 QM0708
 QM0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0708
 QM0708. The following values were computed from the NAD 83(1991) position.
 QM0708
 QM0708;                    North         East     Units Scale Factor Converg.
 QM0708;SPC WI C     -   156,200.490   654,340.961   MT  0.99996050   +0 29 18.0
 QM0708;SPC WI C     -   512,467.77  2,146,783.64   sFT  0.99996050   +0 29 18.0
 QM0708;UTM  16      - 5,011,862.106   318,852.980   MT  1.00000348   -1 38 20.8
 QM0708
 QM0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0708!SPC WI C     -   0.99992584  x   0.99996050  =   0.99988634
 QM0708!UTM  16      -   0.99992584  x   1.00000348  =   0.99992932
 QM0708
 QM0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1885211862(NAD 83)
 QM0708
 QM0708                          SUPERSEDED SURVEY CONTROL
 QM0708
 QM0708  NAD 83(1986)-  45 14 12.95255(N)    089 18 28.47799(W) AD(       ) 2
 QM0708  NAD 27      -  45 14 13.07900(N)    089 18 28.05700(W) AD(       ) 2
 QM0708
 QM0708.Superseded values are not recommended for survey control.
 QM0708
 QM0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0708.See file dsdata.pdf to determine how the superseded data were derived.
 QM0708
 QM0708_MARKER: DB = BENCH MARK DISK
 QM0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0708_MARK LOGO: USGS
 QM0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0708+STABILITY: SURFACE MOTION
 QM0708
 QM0708  HISTORY     - Date     Condition        Report By
 QM0708  HISTORY     - UNK      MONUMENTED       USGS
 QM0708  HISTORY     - 1954     GOOD             CGS
 QM0708
 QM0708                          STATION DESCRIPTION
 QM0708
 QM0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0708'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF ANTIGO AND
 QM0708'7 MILES WEST OF DEERBROOK ON THE SAME PROMINENT WOODED HILL AS
 QM0708'TRIANGULATION STATION VILAS 1934.  IT IS SET IN AN EAST-WEST
 QM0708'FENCELINE, PROJECTS 8 INCHES, IS OF CONCRETE AND A STANDARD USGS
 QM0708'BENCH MARK DISK IS SET IN TOP OF THE MARK.  NO STAMPING IS ON
 QM0708'THE DISK.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 QM0708'STATION VILAS 1934 TO THIS MARK AND THE DISTANCE IS 35.147
 QM0708'METERS (115.31 FEET) WEST.
 QM0708'
 QM0708'TO REACH THE STATION FROM ANTIGO, FROM THE MAIN INTERSECTION, GO
 QM0708'NORTH ON STATE HIGHWAY 47 FOR 7.2 MILES TO COUNTY ROUTE C, TURN
 QM0708'LEFT AND GO WEST ON COUNTY ROUTE C FOR 6.5 MILES TO A GRAVEL
 QM0708'ROAD RIGHT, TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR 0.4
 QM0708'MILE TO A WHITE FARM HOUSE ON THE LEFT, TURN LEFT AND PASS
 QM0708'BETWEEN THE HOUSE AND THE BARN AND GO SOUTHWEST ACROSS A
 QM0708'CULTIVATED FIELD FOR 0.15 MILE TO THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0138 ***********************************************************************
 PM0138  TIDAL BM    -  This is a Tidal Bench Mark.
 PM0138  DESIGNATION -  BMCH
 PM0138  PID         -  PM0138
 PM0138  STATE/COUNTY-  WI/MANITOWOC
 PM0138  COUNTRY     -  US
 PM0138  USGS QUAD   -  MANITOWOC (2018)
 PM0138
 PM0138                         *CURRENT SURVEY CONTROL
 PM0138  ______________________________________________________________________
 PM0138* NAD 83(1991) POSITION- 44 05 18.68711(N) 087 39 29.45742(W)   ADJUSTED
 PM0138* NAVD 88 ORTHO HEIGHT -   187.897 (meters)      616.46  (feet) ADJUSTED
 PM0138  ______________________________________________________________________
 PM0138  GEOID HEIGHT    -        -36.185 (meters)                     GEOID18
 PM0138  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 PM0138  DYNAMIC HEIGHT  -        187.866 (meters)      616.36  (feet) COMP
 PM0138  MODELED GRAVITY -    980,450.8   (mgal)                       NAVD 88
 PM0138
 PM0138  HORZ ORDER      -  SECOND
 PM0138  VERT ORDER      -  FIRST     CLASS 0
 PM0138
 PM0138.The horizontal coordinates were established by classical geodetic methods
 PM0138.and adjusted by the National Geodetic Survey in November 1991.
 PM0138
 PM0138.The orthometric height was determined by differential leveling and
 PM0138.adjusted by the NATIONAL GEODETIC SURVEY
 PM0138.in June 1991.
 PM0138
 PM0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0138.GEOID18 height accuracy estimate available here.
 PM0138
 PM0138.This Tidal Bench Mark is designated as VM 21184
 PM0138.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PM0138
 PM0138.Click photographs - Photos may exist for this station.
 PM0138
 PM0138.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0138
 PM0138.The dynamic height is computed by dividing the NAVD 88
 PM0138.geopotential number by the normal gravity value computed on the
 PM0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0138.degrees latitude (g = 980.6199 gals.).
 PM0138
 PM0138.The modeled gravity was interpolated from observed gravity values.
 PM0138
 PM0138. The following values were computed from the NAD 83(1991) position.
 PM0138
 PM0138;                    North         East     Units Scale Factor Converg.
 PM0138;SPC WI S     -   234,656.600   787,524.955   MT  1.00000451   +1 36 32.7
 PM0138;SPC WI S     -   769,869.20  2,583,738.12   sFT  1.00000451   +1 36 32.7
 PM0138;UTM  16      - 4,881,915.678   447,309.278   MT  0.99963414   -0 27 28.6
 PM0138
 PM0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0138!SPC WI S     -   0.99997621  x   1.00000451  =   0.99998072
 PM0138!UTM  16      -   0.99997621  x   0.99963414  =   0.99961036
 PM0138
 PM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4730981915(NAD 83)
 PM0138
 PM0138                          SUPERSEDED SURVEY CONTROL
 PM0138
 PM0138  NAD 83(1986)-  44 05 18.67360(N)    087 39 29.44942(W) AD(       ) 2
 PM0138  NAD 27      -  44 05 18.69900(N)    087 39 29.15100(W) AD(       ) 2
 PM0138  NGVD 29 (??/??/92)  187.90   (m)          616.5    (f) COMPUTED    1 0
 PM0138
 PM0138.Superseded values are not recommended for survey control.
 PM0138
 PM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0138.See file dsdata.pdf to determine how the superseded data were derived.
 PM0138
 PM0138_MARKER: DD = SURVEY DISK
 PM0138_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PM0138_SP_SET: STONE BANNISTER
 PM0138_STAMPING: BMCH 1939
 PM0138_MARK LOGO: USACE
 PM0138_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0138+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2018
 PM0138
 PM0138  HISTORY     - Date     Condition        Report By
 PM0138  HISTORY     - 1953     MONUMENTED       USACE
 PM0138  HISTORY     - 1972     GOOD             NGS
 PM0138  HISTORY     - 1975     GOOD             NOS
 PM0138  HISTORY     - 19980521 GOOD             USPSQD
 PM0138  HISTORY     - 20010613 GOOD             WIDT
 PM0138  HISTORY     - 20030429 GOOD             USPSQD
 PM0138  HISTORY     - 20070106 GOOD             GEOCAC
 PM0138  HISTORY     - 20160910 GOOD             USPSQD
 PM0138  HISTORY     - 20180614 GOOD             WIDT
 PM0138
 PM0138                          STATION DESCRIPTION
 PM0138
 PM0138'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1953 (ELJ)
 PM0138'IT IS 1 FOOT EAST OF THE EAST WALL OF THE COURTHOUSE.  THE DISK IS A
 PM0138'BRONZE US ENGINEERS, MILWAUKEE OFFICE, HARBOR LINE SURVEY BM DISK
 PM0138'SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTH CONCRETE HANDRAIL
 PM0138'OF THE STEPS LEADING INTO THE COURTHOUSE AND IS STAMPED B.M.C.H.
 PM0138'1939.
 PM0138
 PM0138                          STATION RECOVERY (1972)
 PM0138
 PM0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0138'AT MANITOWOC.
 PM0138'AT MANITOWOC, AT THE EAST ENTRANCE TO THE MANITOWOC COUNTY
 PM0138'COURTHOUSE, 82.3 FEET SOUTHWEST OF TRIANGULATION STATION
 PM0138'MANITOWOC DESCRIBED, 39 FEET NORTH OF THE CENTER OF THE MIDDLE
 PM0138'DOOR AT THE EAST ENTRANCE, 1 FOOT EAST OF THE EAST WALL OF THE
 PM0138'BUILDING, SET IN THE TOP OF THE WEST END OF THE BUILDING, SET IN
 PM0138'THE TOP OF THE WEST END OF THE NORTH STONE BALUSTRADE OF THE
 PM0138'STONE BANNISTER AND ABOUT 10 FEET ABOVE THE LEVEL OF THE GROUND.
 PM0138'SECTION 29, T 19 N, R 24 E.  NOTE-- THE MARK IS ALSO 29.7 FEET
 PM0138'NORTHWEST OF MANITOWOC RM 1 DESCRIBED.
 PM0138
 PM0138                          STATION RECOVERY (1975)
 PM0138
 PM0138'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0138'RECOVERED IN GOOD CONDITION.
 PM0138
 PM0138                          STATION RECOVERY (1998)
 PM0138
 PM0138'RECOVERY NOTE BY US POWER SQUADRON 1998
 PM0138'RECOVERED IN GOOD CONDITION.
 PM0138
 PM0138                          STATION RECOVERY (2001)
 PM0138
 PM0138'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0138'THE STATION IS LOCATED IN MANITOWOC. OWNERSHIP--CITY OF MANITOWOC TO
 PM0138'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH US
 PM0138'HIGHWAY 151 AND CALUMET AVENUE ABOUT 5 KM SOUTHEAST OF THE CITY OF
 PM0138'MANITOWOC, GO EAST THEN NORTHEAST ON US HIGHWAY 151 AND CALUMET
 PM0138'AVENUE FOR 3.2 KM TO WASHINGTON STREET, TURN RIGHT AND GO EAST ON
 PM0138'WASHINGTON STREET FOR 1.5 KM TO MANITOWOC COUNTY COURTHOUSE AND THE
 PM0138'STATION ON THE RIGHT. THE STATION IS A BRONZE US ARMY CORPS OF
 PM0138'ENGINEERS SURVEY DISK SET IN THE TOP OF A STONE BANNISTER ABOUT 3.0
 PM0138'METERS ABOVE THE STREET PAVEMENT. THE STATION IS 32.2 METERS WEST OF
 PM0138'THE CENTERLINE OF SOUTH 8TH STREET, 35.7 METERS SOUTH OF THE
 PM0138'CENTERLINE OF WASHINGTON STREET, 27.7 METERS WEST NORTHWEST OF POWER
 PM0138'POLE--IF 2427--, 23.3 METERS SOUTHWEST OF FLAG POLE, AND 2.3 METERS
 PM0138'EAST OF THE EASTSIDE FACE OF COURTHOUSE. ---NOTE---THREE QUADRANTS
 PM0138'BLOCKED ABOVE 25 DEGREES.
 PM0138
 PM0138                          STATION RECOVERY (2003)
 PM0138
 PM0138'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0138'RECOVERED IN GOOD CONDITION. THE STATION IS 1 FOOT EAST OF THE EASTERN
 PM0138'SIDE OF THE BUILDING ATOP THE NORTHERN STONE BANNISTER.
 PM0138
 PM0138                          STATION RECOVERY (2007)
 PM0138
 PM0138'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 PM0138'RECOVERED IN GOOD CONDITION.
 PM0138
 PM0138                          STATION RECOVERY (2016)
 PM0138
 PM0138'RECOVERY NOTE BY US POWER SQUADRON 2016 (RS)
 PM0138'RECOVERED IN GOOD CONDITION.
 PM0138
 PM0138                          STATION RECOVERY (2018)
 PM0138
 PM0138'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 PM0138'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1072 ***********************************************************************
 ON1072  DESIGNATION -  BOAZ
 ON1072  PID         -  ON1072
 ON1072  STATE/COUNTY-  WI/RICHLAND
 ON1072  COUNTRY     -  US
 ON1072  USGS QUAD   -  BOAZ (2018)
 ON1072
 ON1072                         *CURRENT SURVEY CONTROL
 ON1072  ______________________________________________________________________
 ON1072* NAD 83(1996) POSITION- 43 17 11.31358(N) 090 34 51.20208(W)   ADJUSTED
 ON1072* NAVD 88 ORTHO HEIGHT -   356.    (meters)     1168.    (feet) SCALED
 ON1072  ______________________________________________________________________
 ON1072  GEOID HEIGHT    -        -33.552 (meters)                     GEOID18
 ON1072  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 ON1072  HORZ ORDER      -  FIRST
 ON1072
 ON1072.The horizontal coordinates were established by classical geodetic methods
 ON1072.and adjusted by the National Geodetic Survey in March 1999.
 ON1072
 ON1072.The orthometric height was scaled from a topographic map.
 ON1072
 ON1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1072.GEOID18 height accuracy estimate available here.
 ON1072
 ON1072.Click photographs - Photos may exist for this station.
 ON1072
 ON1072.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1072
 ON1072. The following values were computed from the NAD 83(1996) position.
 ON1072
 ON1072;                    North         East     Units Scale Factor Converg.
 ON1072;SPC WI S     -   143,079.131   552,857.826   MT  0.99993454   -0 23 56.9
 ON1072;SPC WI S     -   469,418.78  1,813,834.38   sFT  0.99993454   -0 23 56.9
 ON1072;UTM  15      - 4,795,469.947   696,262.773   MT  1.00007385   +1 39 33.1
 ON1072
 ON1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1072!SPC WI S     -   0.99994944  x   0.99993454  =   0.99988399
 ON1072!UTM  15      -   0.99994944  x   1.00007385  =   1.00002329
 ON1072
 ON1072:                Primary Azimuth Mark                     Grid Az
 ON1072:SPC WI S     -  BOAZ AZ MK                               221 23 08.8
 ON1072:UTM  15      -  BOAZ AZ MK                               219 19 38.8
 ON1072
 ON1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9626295469(NAD 83)
 ON1072
 ON1072|---------------------------------------------------------------------|
 ON1072| PID    Reference Object                     Distance      Geod. Az  |
 ON1072|                                                           dddmmss.s |
 ON1072| CI9063 BOAZ RM 1                            26.734 METERS 18935     |
 ON1072| CI9062 BOAZ AZ MK                                         2205911.9 |
 ON1072| CI9064 BOAZ RM 2                            27.835 METERS 30315     |
 ON1072|---------------------------------------------------------------------|
 ON1072
 ON1072                          SUPERSEDED SURVEY CONTROL
 ON1072
 ON1072  NAD 83(1991)-  43 17 11.31235(N)    090 34 51.20271(W) AD(       ) 1
 ON1072  NAD 83(1986)-  43 17 11.30620(N)    090 34 51.20375(W) AD(       ) 1
 ON1072  NAD 27      -  43 17 11.37070(N)    090 34 50.74980(W) AD(       ) 1
 ON1072
 ON1072.Superseded values are not recommended for survey control.
 ON1072
 ON1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1072.See file dsdata.pdf to determine how the superseded data were derived.
 ON1072
 ON1072_MARKER: DS = TRIANGULATION STATION DISK
 ON1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1072_STAMPING: BOAZ 1958
 ON1072_MARK LOGO: CGS
 ON1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1072+STABILITY: SURFACE MOTION
 ON1072
 ON1072  HISTORY     - Date     Condition        Report By
 ON1072  HISTORY     - 1958     MONUMENTED       CGS
 ON1072
 ON1072                          STATION DESCRIPTION
 ON1072
 ON1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1072'THE STATION IS ABOUT 3 MILES SOUTH AND ABOUT 2-3/4 MILES WEST
 ON1072'OF BOAZ, IN THE NORTHWEST 1/4 OF SEC. 2, T-9-N, R-2-W, AND ON
 ON1072'THE PROPERTY OF MR. CHANCIE VANCE.  IT IS 63 FEET NORTHWEST
 ON1072'OF THE NORTHWEST CORNER OF A FRAME HOUSE, 54 FEET NORTHEAST
 ON1072'OF THE NORTHEST CORNER OF AN OLD CHEESE FACTORY, 26 FEET NORTH
 ON1072'OF THE CENTERLINE OF A GRAVELED ROAD AND 9 FEET NORTH OF A
 ON1072'WHITE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 ON1072'IS STAMPED BOAZ 1958.
 ON1072'
 ON1072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 ON1072'AND STATE HIGHWAY 171 ABOUT 0.5 MILE NORTH OF BOAZ, GO SOUTH
 ON1072'AND WEST ON HIGHWAY 171 FOR 0.6 MILE TO THE BRIDGE OVER MILL
 ON1072'CREEK.  CONTINUE AHEAD ON HIGHWAY 171 FOR 3.05 MILES TO A SIDE
 ON1072'ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON COUNTY HIGHWAY
 ON1072'F FOR 1.3 MILE TO A CROSSROAD AND TO WHERE COUNTY HIGHWAY
 ON1072'F TURNS WEST.  CONTINUE AHEAD ON COUNTY HIGHWAY X FOR 2.5
 ON1072'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED
 ON1072'ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 ON1072'
 ON1072'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHERLY ON
 ON1072'COUNTY HIGHWAY X FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ON1072'
 ON1072'REFERENCE MARK 1 IS 55 FEET SOUTH OF THE CENTERLINE OF THE
 ON1072'GRAVELED ROAD, 7 FEET EAST OF A 14 INCH TREE AND 2 FEET NORTHWEST
 ON1072'OF THE SOUTHWEST CORNER OF A FRAME HOUSE.  THE MONUMENT PROJECTS
 ON1072'2 INCHES AND THE DISK IS STAMPED BOAZ NO 1 1958.
 ON1072'
 ON1072'REFERENCE MARK 2 IS 63 FEET NORTHEAST OF A POWER POLE, 59
 ON1072'NORTH OF THE NORTHWEST CORNER OF AN OLD CHEESE FACTORY AND 24
 ON1072'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 ON1072'IS FLUSH AND THE DISK IS STAMPED BOAZ NO 2 1958.
 ON1072'
 ON1072'THE AZIMUTH MARK IS 128 FEET NORTHEAST OF THE NORTHEAST CORNER
 ON1072'OF A FRAME HOUSE, 29 FEET WEST OF THE CENTERLINE OF HIGHWAY
 ON1072'X, 19 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 5 FEET
 ON1072'WEST OF A WHITE WITNESS POST AND 2 FEET SOUTHEAST OF A TELEPHONE
 ON1072'POLE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 ON1072'BOAZ 1958.
 ON1072'
 ON1072'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH4992 ***********************************************************************
 DH4992  DESIGNATION -  BOAZ GPS
 DH4992  PID         -  DH4992
 DH4992  STATE/COUNTY-  WI/RICHLAND
 DH4992  COUNTRY     -  US
 DH4992  USGS QUAD   -  BOAZ (2018)
 DH4992
 DH4992                         *CURRENT SURVEY CONTROL
 DH4992  ______________________________________________________________________
 DH4992* NAD 83(2011) POSITION- 43 20 31.56409(N) 090 31 17.94112(W)   ADJUSTED
 DH4992* NAD 83(2011) ELLIP HT-   193.190 (meters)        (06/27/12)   ADJUSTED
 DH4992* NAD 83(2011) EPOCH   -  2010.00
 DH4992* NAVD 88 ORTHO HEIGHT -   226.933 (meters)      744.53  (feet) ADJUSTED
 DH4992  ______________________________________________________________________
 DH4992  GEOID HEIGHT    -        -33.741 (meters)                     GEOID18
 DH4992  NAD 83(2011) X  -    -42,299.822 (meters)                     COMP
 DH4992  NAD 83(2011) Y  - -4,645,898.329 (meters)                     COMP
 DH4992  NAD 83(2011) Z  -  4,355,352.704 (meters)                     COMP
 DH4992  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 DH4992  DYNAMIC HEIGHT  -        226.874 (meters)      744.34  (feet) COMP
 DH4992  MODELED GRAVITY -    980,357.3   (mgal)                       NAVD 88
 DH4992
 DH4992  VERT ORDER      -  SECOND    CLASS I
 DH4992
 DH4992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4992  Standards:
 DH4992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4992  -------------------------------------------------------------------
 DH4992  NETWORK    0.20   0.31           0.09   0.07   0.16      0.07379847
 DH4992  -------------------------------------------------------------------
 DH4992  Click here for local accuracies and other accuracy information.
 DH4992
 DH4992.The horizontal coordinates were established by GPS observations
 DH4992.and adjusted by the National Geodetic Survey in June 2012.
 DH4992
 DH4992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4992.been affixed to the stable North American tectonic plate. See 
 DH4992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4992
 DH4992.The horizontal coordinates are valid at the epoch date displayed above
 DH4992.which is a decimal equivalence of Year/Month/Day.
 DH4992
 DH4992.The orthometric height was determined by differential leveling and
 DH4992.adjusted by the WI DEPT OF TRANSP
 DH4992.in May 2012.
 DH4992
 DH4992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4992.GEOID18 height accuracy estimate available here.
 DH4992
 DH4992.Click photographs - Photos may exist for this station.
 DH4992
 DH4992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4992
 DH4992.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4992
 DH4992.The ellipsoidal height was determined by GPS observations
 DH4992.and is referenced to NAD 83.
 DH4992
 DH4992.The dynamic height is computed by dividing the NAVD 88
 DH4992.geopotential number by the normal gravity value computed on the
 DH4992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4992.degrees latitude (g = 980.6199 gals.).
 DH4992
 DH4992.The modeled gravity was interpolated from observed gravity values.
 DH4992
 DH4992. The following values were computed from the NAD 83(2011) position.
 DH4992
 DH4992;                    North         East     Units Scale Factor Converg.
 DH4992;SPC WI S     -   149,226.708   557,703.979   MT  0.99993308   -0 21 30.3
 DH4992;SPC WI S     -   489,587.96  1,829,733.80   sFT  0.99993308   -0 21 30.3
 DH4992;UTM  15      - 4,801,788.639   700,885.606   MT  1.00009643   +1 42 05.7
 DH4992
 DH4992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4992!SPC WI S     -   0.99996971  x   0.99993308  =   0.99990279
 DH4992!UTM  15      -   0.99996971  x   1.00009643  =   1.00006613
 DH4992
 DH4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0088501788(NAD 83)
 DH4992
 DH4992                          SUPERSEDED SURVEY CONTROL
 DH4992
 DH4992  NAD 83(2007)-  43 20 31.56413(N)    090 31 17.94196(W) AD(2002.00) 0
 DH4992  ELLIP H (02/10/07)  193.220  (m)                       GP(2002.00)    
 DH4992  NAD 83(1997)-  43 20 31.56414(N)    090 31 17.94245(W) AD(       ) B
 DH4992  ELLIP H (08/01/05)  193.225  (m)                       GP(       ) 4 1
 DH4992  NAVD 88             226.93   (m)          744.5    (f) LEVELING    3  
 DH4992  NAVD 88 (04/20/07)  226.927  (m)          744.51   (f) SUPERSEDED  2 1
 DH4992
 DH4992.Superseded values are not recommended for survey control.
 DH4992
 DH4992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4992.See file dsdata.pdf to determine how the superseded data were derived.
 DH4992
 DH4992_MARKER: DD = SURVEY DISK
 DH4992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4992_STAMPING: BOAZ GPS 2004
 DH4992_MARK LOGO: WIDT
 DH4992_PROJECTION: FLUSH
 DH4992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4992+STABILITY: SURFACE MOTION
 DH4992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4992+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DH4992
 DH4992  HISTORY     - Date     Condition        Report By
 DH4992  HISTORY     - 2003     MONUMENTED       WIDT
 DH4992  HISTORY     - 20040816 GOOD             WIDT
 DH4992  HISTORY     - 20051227 GOOD             WIDT
 DH4992  HISTORY     - 20100713 GOOD             WIDT
 DH4992  HISTORY     - 20160710 GOOD             WIDT
 DH4992
 DH4992                          STATION DESCRIPTION
 DH4992
 DH4992'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH4992'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH4992'STATION FROM THE  JUNCTION OF US HIGHWAY 14 WITH STATE HIGHWAY 171 AND
 DH4992'COUNTY HIGHWAY E, ABOUT 0.5 MI  NORTH OF THE VILLAGE OF BOAZ, GO
 DH4992'EAST-NORTHEAST ON US HIGHWAY 14 FOR 0.25 MI TO THE  STATION ON THE
 DH4992'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH4992'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM ROUND
 DH4992'CONCRETE POST  ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DH4992'15.5 M NORTHWEST OF THE  CENTERLINE OF US HIGHWAY 14, 61 M NORTHEAST
 DH4992'OF A WOOD POST FOR A --WEST 171, WEST  14--SIGN, 60 M SOUTHWEST OF THE
 DH4992'CENTERLINE OF KALISH LANE, 39 M NORTHEAST OF A YELLOW  DIAMOND CAUTION
 DH4992'SHARP CURVE SIGN, 3 M SOUTHEAST OF CULTIVATED FIELD, AND 1.0 M WEST,
 DH4992'NORTH AND SOUTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  THIS
 DH4992'STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH4992'ABOVE THE HORIZON.
 DH4992
 DH4992                          STATION RECOVERY (2004)
 DH4992
 DH4992'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4992'RECOVERED AS DESCRIBED.
 DH4992
 DH4992                          STATION RECOVERY (2005)
 DH4992
 DH4992'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4992'RECOVERED AS DESCRIBED.
 DH4992
 DH4992                          STATION RECOVERY (2010)
 DH4992
 DH4992'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH4992'RECOVERED IN GOOD CONDITION.
 DH4992
 DH4992                          STATION RECOVERY (2016)
 DH4992
 DH4992'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH4992'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0170 ***********************************************************************
 PN0170  DESIGNATION -  BOB
 PN0170  PID         -  PN0170
 PN0170  STATE/COUNTY-  WI/OUTAGAMIE
 PN0170  COUNTRY     -  US
 PN0170  USGS QUAD   -  NICHOLS (2018)
 PN0170
 PN0170                         *CURRENT SURVEY CONTROL
 PN0170  ______________________________________________________________________
 PN0170* NAD 83(1991) POSITION- 44 30 01.49190(N) 088 22 45.29932(W)   ADJUSTED
 PN0170* NAVD 88 ORTHO HEIGHT -   242.860 (meters)      796.78  (feet) ADJUSTED
 PN0170  ______________________________________________________________________
 PN0170  GEOID HEIGHT    -        -36.276 (meters)                     GEOID18
 PN0170  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 PN0170  DYNAMIC HEIGHT  -        242.826 (meters)      796.67  (feet) COMP
 PN0170  MODELED GRAVITY -    980,469.6   (mgal)                       NAVD 88
 PN0170
 PN0170  HORZ ORDER      -  FIRST
 PN0170  VERT ORDER      -  SECOND    CLASS I
 PN0170
 PN0170.The horizontal coordinates were established by classical geodetic methods
 PN0170.and adjusted by the National Geodetic Survey in November 1991.
 PN0170
 PN0170.The orthometric height was determined by differential leveling and
 PN0170.adjusted by the WI DEPT OF TRANSP
 PN0170.in May 2012.
 PN0170
 PN0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0170.GEOID18 height accuracy estimate available here.
 PN0170
 PN0170.Click photographs - Photos may exist for this station.
 PN0170
 PN0170.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0170
 PN0170.The dynamic height is computed by dividing the NAVD 88
 PN0170.geopotential number by the normal gravity value computed on the
 PN0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0170.degrees latitude (g = 980.6199 gals.).
 PN0170
 PN0170.The modeled gravity was interpolated from observed gravity values.
 PN0170
 PN0170. The following values were computed from the NAD 83(1991) position.
 PN0170
 PN0170;                    North         East     Units Scale Factor Converg.
 PN0170;SPC WI C     -    75,410.932   728,883.195   MT  0.99996209   +1 08 36.8
 PN0170;SPC WI C     -   247,410.70  2,391,344.28   sFT  0.99996209   +1 08 36.8
 PN0170;UTM  16      - 4,928,380.322   390,353.318   MT  0.99974785   -0 58 00.6
 PN0170
 PN0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0170!SPC WI C     -   0.99996761  x   0.99996209  =   0.99992970
 PN0170!UTM  16      -   0.99996761  x   0.99974785  =   0.99971547
 PN0170
 PN0170:                Primary Azimuth Mark                     Grid Az
 PN0170:SPC WI C     -  BILL                                     053 24 30.7
 PN0170:UTM  16      -  BILL                                     055 31 08.1
 PN0170
 PN0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9035328380(NAD 83)
 PN0170
 PN0170|---------------------------------------------------------------------|
 PN0170| PID    Reference Object                     Distance      Geod. Az  |
 PN0170|                                                           dddmmss.s |
 PN0170| PN0885 BILL                                APPROX. 1.5 KM 0543307.5 |
 PN0170| CJ4303 BOB RM 1                              4.930 METERS 22551     |
 PN0170| CJ4304 BOB RM 2                              8.280 METERS 31102     |
 PN0170|---------------------------------------------------------------------|
 PN0170
 PN0170                          SUPERSEDED SURVEY CONTROL
 PN0170
 PN0170  NAD 83(1986)-  44 30 01.48329(N)    088 22 45.28572(W) AD(       ) 1
 PN0170  NAD 27      -  44 30 01.53600(N)    088 22 44.91800(W) AD(       ) 1
 PN0170  NAVD 88 (04/20/07)  242.829  (m)          796.68   (f) SUPERSEDED  2 1
 PN0170  NAVD 88 (06/15/91)  242.852  (m)          796.76   (f) SUPERSEDED  1 2
 PN0170  NGVD 29 (??/??/92)  242.879  (m)          796.85   (f) ADJ UNCH    1 2
 PN0170  NGVD 29             242.88   (m)          796.8    (f) LEVELING    3  
 PN0170
 PN0170.Superseded values are not recommended for survey control.
 PN0170
 PN0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0170.See file dsdata.pdf to determine how the superseded data were derived.
 PN0170
 PN0170_MARKER: DE = TRAVERSE STATION DISK
 PN0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0170_STAMPING: BOB 1926
 PN0170_MARK LOGO: CGS
 PN0170_PROJECTION: PROJECTING 20 CENTIMETERS
 PN0170_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0170+STABILITY: SURFACE MOTION
 PN0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0170+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 PN0170
 PN0170  HISTORY     - Date     Condition        Report By
 PN0170  HISTORY     - 1926     MONUMENTED       CGS
 PN0170  HISTORY     - 1930     GOOD             CGS
 PN0170  HISTORY     - 1930     GOOD             CGS
 PN0170  HISTORY     - 1973     GOOD             USGS
 PN0170  HISTORY     - 1985     GOOD             NGS
 PN0170  HISTORY     - 20000815 GOOD             WIDT
 PN0170  HISTORY     - 20021124 GOOD             USPSQD
 PN0170  HISTORY     - 20030611 GOOD             USPSQD
 PN0170  HISTORY     - 20050720 GOOD             WIDT
 PN0170
 PN0170                          STATION DESCRIPTION
 PN0170
 PN0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0170'THIS STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ABOUT
 PN0170'2-3/4 MILES W OF SEYMOUR, ON HIGHEST PART OF BANK ON N SIDE
 PN0170'OF TRACK APPROXIMATELY 500 FEET W OF THE FIRST INTERSECTION OF
 PN0170'HIGHWAY 54 WITH TRACK, W OF SEYMOUR.  STATION IS 28.3 FEET N
 PN0170'OF N RAIL OF TRACK AND 19.2 FEET S OF FENCE.
 PN0170'
 PN0170'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 PN0170'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0170'
 PN0170'REFERENCE MARK NO. 1 IS ON SAME SIDE OF TRACK W OF STATION.
 PN0170'IT IS 8.28 METERS (27.15 FEET) DISTANT FROM STATION.  REFERENCE
 PN0170'MARK NO. 2 IS ALONG RIGHT-OF-WAY FENCE LINE N OF STATION.  IT
 PN0170'IS 4.93 METERS (16.17 FEET) DISTANT FROM STATION.
 PN0170
 PN0170                          STATION RECOVERY (1930)
 PN0170
 PN0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0170'STATION MARK FOUND AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 PN0170'ADEQUATE.
 PN0170
 PN0170                          STATION RECOVERY (1930)
 PN0170
 PN0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0170'2.8 MI W FROM SEYMOUR.
 PN0170'2.8 MILES WEST OF THE STATION ALONG THE RAILROAD ON THE GREEN
 PN0170'BAY AND WESTERN RAILROAD, 2.8 MILES WEST OF THE STATION AT
 PN0170'SEYMOUR, ON THE HIGHEST PART OF BANK ON NORTH SIDE OF THE
 PN0170'TRACK APPROXIMATELY 500 FEET WEST OF THE FIRST INTERSECTION OF
 PN0170'STATE HIGHWAY 54 WITH TRACK, WEST OF SEYMOUR, 28.3 FEET NORTH
 PN0170'OF THE NORTH AND NEAREST RAIL, 19.2 FEET SOUTH OF FENCE, STANDARD
 PN0170'TRAVERSE STATION.
 PN0170
 PN0170                          STATION RECOVERY (1973)
 PN0170
 PN0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PN0170'ALL SURFACE MARKS FOUND IN GOOD CONDITION.  DISTANCES AND ANGLES
 PN0170'CHECKED OK.  ORIGINAL DESCRIPTION ADEUQATE.
 PN0170'
 PN0170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED 2-3/4
 PN0170'MI W OF SEYMOUR
 PN0170
 PN0170                          STATION RECOVERY (1985)
 PN0170
 PN0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0170'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  24.6 KM
 PN0170'(15.3 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION WITH U.S.
 PN0170'HIGHWAY 41 IN GREEN BAY, THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG THE
 PN0170'GREEN BAY AND WESTERN RAILROAD, 152.4 M (500.0 FT) SOUTHWEST OF THE
 PN0170'CENTERLINE OF STATE HIGHWAY 54, 8.7 M (28.5 FT) NORTHWEST OF THE NEAR
 PN0170'RAIL, AND 5.9 M (19.4 FT) SOUTHEAST OF A FENCE.
 PN0170'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PN0170'THE MARK IS 0.6 M ABOVE THE TRACKS.
 PN0170
 PN0170                          STATION RECOVERY (2000)
 PN0170
 PN0170'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0170'THE STATION IS LOCATED ABOUT 29 KM WEST OF GREEN BAY, 6 KM EAST OF
 PN0170'BLACK CREEK, AND 3 KM WEST OF SEYMOUR.    OWNERSHIP--WISCONSIN CENTRAL
 PN0170'LIMITED RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 PN0170'HIGHWAY 54 WITH STATE HIGHWAY 55 IN THE VILLAGE OF SEYMOUR, GO WEST
 PN0170'ON STATE HIGHWAY 54 FOR 3.2 KM TO BALLARD ROAD ON THE LEFT, CONTINUE
 PN0170'WEST ON STATE HIGHWAY 54 FOR 0.3 KM TO THE RAILROAD TRACKS AND THE
 PN0170'STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 PN0170'SURVEY TRAVERSE STATION DISK SET IN THE TOP OF A 30-CM SQUARE
 PN0170'CONCRETE POST AND ABOUT 0.5 M ABOVE THE RAILROAD TRACKS.  THE STATION
 PN0170'IS 152 M SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 54 AND 0.3 M
 PN0170'WEST OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION
 PN0170'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 PN0170'THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST EXTENDING TO 35 DEGREES
 PN0170'AND TREES TO THE NORTHEAST EXTENDING TO 25 DEGREES.
 PN0170
 PN0170                          STATION RECOVERY (2002)
 PN0170
 PN0170'RECOVERY NOTE BY US POWER SQUADRON 2002
 PN0170'AT THE INTERSECTION OF HWY. 54 AND BALLARD RD, FOLLOW W ALONG HWY 54
 PN0170'TO CROSSING OF FOX VALLEY WESTERN RR TRACK. FOLLOW SW TRACK
 PN0170'APPROXIMATELY 500' TO WITNESS POST 10' NW OF THE W TRACK. MARK IS
 PN0170'LOCATED ON SMALL RISE 6 INCHES N OF ORANGE WITNESS POST, SET IN
 PN0170'CONCRETE POST FLUSH WITH GROUND. NO FENCE IN THAT AREA NOW.
 PN0170
 PN0170                          STATION RECOVERY (2003)
 PN0170
 PN0170'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0170'RECOVERED IN GOOD CONDITION.  NOTE-- THE GREEN BAY AND WESTERN RAILWAY
 PN0170'IS ABANDONED AND BEING TORN UP.  THE STATION IS NEAR A RAILROAD SIGN
 PN0170'-W-.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND.
 PN0170
 PN0170                          STATION RECOVERY (2005)
 PN0170
 PN0170'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0170'RECOVERED IN GOOD CONDITION.  NOTE-- THE RAILROAD TRACK AND SIGNS HAVE
 PN0170'BEEN REMOVED.  ADD-- THE STATION IS 0.1 MILE SOUTHWEST OF THE
 PN0170'INTERSECTION OF STATE HIGHWAY 54 AND THE ABANDONED RAILROAD BED, 0.3 M
 PN0170'NORTHWEST OF AN ORANGE CARSONITE WITNESS POST, 0.2 M SOUTHEAST OF A
 PN0170'WHITE PLASTIC WITNESS POST, AND THE MONUMENT IS 20 CM ABOVE GROUND
 PN0170'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0731 ***********************************************************************
 QM0731  DESIGNATION -  BOBBI
 QM0731  PID         -  QM0731
 QM0731  STATE/COUNTY-  WI/MARATHON
 QM0731  COUNTRY     -  US
 QM0731  USGS QUAD   -  LITTLE CHICAGO (2018)
 QM0731
 QM0731                         *CURRENT SURVEY CONTROL
 QM0731  ______________________________________________________________________
 QM0731* NAD 83(1991) POSITION- 45 00 24.98617(N) 089 50 40.44454(W)   ADJUSTED
 QM0731* NAVD 88 ORTHO HEIGHT -   441.8   (meters)     1449.    (feet) VERTCON3
 QM0731  ______________________________________________________________________
 QM0731  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 QM0731  LAPLACE CORR    -         -6.69  (seconds)                    DEFLEC18
 QM0731  HORZ ORDER      -  SECOND
 QM0731
 QM0731.The horizontal coordinates were established by classical geodetic methods
 QM0731.and adjusted by the National Geodetic Survey in November 1991.
 QM0731
 QM0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0731
 QM0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0731.GEOID18 height accuracy estimate available here.
 QM0731
 QM0731.Click photographs - Photos may exist for this station.
 QM0731
 QM0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0731
 QM0731. The following values were computed from the NAD 83(1991) position.
 QM0731
 QM0731;                    North         East     Units Scale Factor Converg.
 QM0731;SPC WI C     -   130,422.120   612,253.145   MT  0.99994330   +0 06 34.8
 QM0731;SPC WI C     -   427,893.24  2,008,700.53   sFT  0.99994330   +0 06 34.8
 QM0731;UTM  16      - 4,987,658.322   275,831.506   MT  1.00021795   -2 00 45.0
 QM0731
 QM0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0731!SPC WI C     -   0.99993602  x   0.99994330  =   0.99987933
 QM0731!UTM  16      -   0.99993602  x   1.00021795  =   1.00015396
 QM0731
 QM0731:                Primary Azimuth Mark                     Grid Az
 QM0731:SPC WI C     -  ST JOHNS LUTH CHURCH CROSS               341 16 05.0
 QM0731:UTM  16      -  ST JOHNS LUTH CHURCH CROSS               343 23 24.8
 QM0731
 QM0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7583187658(NAD 83)
 QM0731
 QM0731|---------------------------------------------------------------------|
 QM0731| PID    Reference Object                     Distance      Geod. Az  |
 QM0731|                                                           dddmmss.s |
 QM0731| CJ4305 BOBBI RM 1                           18.020 METERS 00109     |
 QM0731| CJ4306 BOBBI RM 2                           18.060 METERS 10849     |
 QM0731| PN1168 RIB MTN TV WSAU WAOW MAST           APPROX.15.4 KM 1282937.1 |
 QM0731| CJ5312 ST JOHNS LUTH CHURCH CROSS                         3412239.8 |
 QM0731| QM0732 FROMM FOX FARM TANK                 APPROX.10.0 KM 3442208.1 |
 QM0731| QM0733 HAMBURG FROMM FOX FARM TANK         APPROX. 9.9 KM 3444133.8 |
 QM0731|---------------------------------------------------------------------|
 QM0731
 QM0731                          SUPERSEDED SURVEY CONTROL
 QM0731
 QM0731  NAD 83(1986)-  45 00 24.98459(N)    089 50 40.45076(W) AD(       ) 2
 QM0731  NAD 27      -  45 00 25.10272(N)    089 50 39.99424(W) AD(       ) 2
 QM0731  NGVD 29 (07/19/86)  441.8    (m)         1449.     (f) VERT ANG       
 QM0731
 QM0731.Superseded values are not recommended for survey control.
 QM0731
 QM0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0731.See file dsdata.pdf to determine how the superseded data were derived.
 QM0731
 QM0731_MARKER: DD = SURVEY DISK
 QM0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0731_STAMPING: BOBBI 1979
 QM0731_MARK LOGO: WIDT
 QM0731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QM0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0731+STABILITY: SURFACE MOTION
 QM0731
 QM0731  HISTORY     - Date     Condition        Report By
 QM0731  HISTORY     - 1979     MONUMENTED       WIDT
 QM0731
 QM0731                          STATION DESCRIPTION
 QM0731
 QM0731'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 QM0731'THE STATION IS LOCATED ABOUT 11.5 MILES NORTHWEST OF WAUSAU, 6 MILES
 QM0731'NORTH OF MARATHON CITY, AND 2 MILES SOUTH OF LITTLE CHICAGO ON RIGHT
 QM0731'OF WAY OF STH 107.
 QM0731'
 QM0731'TO REACH THE STATION FROM THE JUNCTION OF STH 29 AND STH 107 NORTH OF
 QM0731'MARATHON CITY GO NORTH ALONG STH 107 FOR 4.42 MILES TO STATION ON
 QM0731'WEST SIDE OF STH 107 IN RIGHT OF WAY FENCE LINE.
 QM0731'
 QM0731'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BOBBI 1979---.
 QM0731'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 QM0731'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 63 FEET
 QM0731'NORTHWEST OF A METAL WITNESS POST WHICH MARKS RM 2, 34 FEET WEST OF
 QM0731'THE CENTER OF STH 107, 10 FEET SOUTH OF A POWER POLE, AND 2.5 FEET
 QM0731'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 QM0731'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 QM0731'
 QM0731'REFERENCE MARK 1 IS A BERNSTEN 5 FOOT ALUMINUM ROD WITH A MAGNETIC CAP
 QM0731'DRIVEN FLUSH WITH THE GROUND.  THE CAP IS STAMPED---BOBBI RM 1 1979---
 QM0731'.  IT IS 48 FEET NORTH OF A POWER POLE, 33 FEET WEST OF THE CENTER OF
 QM0731'STH 107, AND 0.5 FEET SOUTH OF A TELEPHONE CABLE WARNING POST.
 QM0731'
 QM0731'REFERENCE MARK 2 IS A BERNSTEN 5 FOOT ALUMINUM ROD WITH A MAGNETIC CAP
 QM0731'DRIVEN FLUSH WITH THE GROUND.  THE CAP IS STAMPED---BOBBI RM 2 1979---
 QM0731'.  IT IS 65 FEET SOUTHEAST OF A POWER POLE, 24 FEET EAST OF THE CENTER
 QM0731'OF STH 107, AND 1 FOOT WEST OF A METAL WITNESS POST.
 QM0731'
 QM0731'THE STATION, ST JOHNS LUTH CHURCH CROSS, IS THE BALL AT THE BASE
 QM0731'OF THE CROSS ATOP THE CHURCH.  THE OLD BRICK CHURCH IS LOCATED ABOUT
 QM0731'3.5 MILES NORTHWEST OF LITTLE CHICAGO AND 1.9 MILES WEST OF THE
 QM0731'INTERSECTION OF STH 107 AND CTH F ON THE SOUTH SIDE OF CTH F.
 QM0731'
 QM0731'THE STATIONS, FROM BROTHERS EAST AND WEST WATER TANKS, ARE THE BALLS
 QM0731'ATOP THESE TWO BLACK BROWN WATER TANKS.  THE FARM IS LOCATED 1.7 MILES
 QM0731'WEST OF THE INTERSECTION OF STH 107 AND CTH F AND THE TANKS ARE ABOUT
 QM0731'600 FEET NORTH OF CTH F.
 QM0731'
 QM0731'THE LANDMARK STATIONS DESCRIBED ABOVE WILL NOT BE POSITIONED AND ARE
 QM0731'ONLY TO BE USED FOR AZIMUTH CONTROL AT STATION BOBBI WIDT. NO AZIMUTH
 QM0731'MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.32 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0293 ***********************************************************************
 RM0293  DESIGNATION -  BOG
 RM0293  PID         -  RM0293
 RM0293  STATE/COUNTY-  WI/DOUGLAS
 RM0293  COUNTRY     -  US
 RM0293  USGS QUAD   -  BENNETT (2018)
 RM0293
 RM0293                         *CURRENT SURVEY CONTROL
 RM0293  ______________________________________________________________________
 RM0293* NAD 83(1996) POSITION- 46 25 29.58354(N) 091 50 39.63929(W)   ADJUSTED
 RM0293* NAVD 88 ORTHO HEIGHT -   374.444 (meters)     1228.49  (feet) POSTED
 RM0293  ______________________________________________________________________
 RM0293  GEOID HEIGHT    -        -27.151 (meters)                     GEOID18
 RM0293  LAPLACE CORR    -         -6.60  (seconds)                    DEFLEC18
 RM0293  DYNAMIC HEIGHT  -        374.49  (meters)     1228.6   (feet) COMP
 RM0293  MODELED GRAVITY -    980,716.1   (mgal)                       NAVD 88
 RM0293
 RM0293  HORZ ORDER      -  FIRST
 RM0293  VERT ORDER      -  * POSTED, SEE BELOW
 RM0293
 RM0293.The horizontal coordinates were established by classical geodetic methods
 RM0293.and adjusted by the National Geodetic Survey in March 1999.
 RM0293
 RM0293.The orthometric height was determined by differential leveling
 RM0293.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RM0293
 RM0293.* This is a POSTED BENCH MARK height.
 RM0293
 RM0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0293.GEOID18 height accuracy estimate available here.
 RM0293
 RM0293.Click photographs - Photos may exist for this station.
 RM0293
 RM0293.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0293
 RM0293.The dynamic height is computed by dividing the NAVD 88
 RM0293.geopotential number by the normal gravity value computed on the
 RM0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0293.degrees latitude (g = 980.6199 gals.).
 RM0293
 RM0293.The modeled gravity was interpolated from observed gravity values.
 RM0293
 RM0293. The following values were computed from the NAD 83(1996) position.
 RM0293
 RM0293;                    North         East     Units Scale Factor Converg.
 RM0293;SPC WI N     -   141,491.478   458,247.570   MT  0.99995540   -1 19 49.6
 RM0293;SPC WI N     -   464,209.96  1,503,433.90   sFT  0.99995540   -1 19 49.6
 RM0293;UTM  15      - 5,141,905.639   588,797.398   MT  0.99969692   +0 50 14.3
 RM0293
 RM0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0293!SPC WI N     -   0.99994556  x   0.99995540  =   0.99990096
 RM0293!UTM  15      -   0.99994556  x   0.99969692  =   0.99964250
 RM0293
 RM0293:                Primary Azimuth Mark                     Grid Az
 RM0293:SPC WI N     -  ROUNDER                                  148 32 50.4
 RM0293:UTM  15      -  ROUNDER                                  146 22 46.5
 RM0293
 RM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8879741905(NAD 83)
 RM0293
 RM0293|---------------------------------------------------------------------|
 RM0293| PID    Reference Object                     Distance      Geod. Az  |
 RM0293|                                                           dddmmss.s |
 RM0293| RM0294 ROUNDER                             APPROX. 1.7 KM 1471300.8 |
 RM0293|---------------------------------------------------------------------|
 RM0293
 RM0293                          SUPERSEDED SURVEY CONTROL
 RM0293
 RM0293  NAD 83(1991)-  46 25 29.58231(N)    091 50 39.64036(W) AD(       ) 1
 RM0293  NAD 83(1986)-  46 25 29.57737(N)    091 50 39.63549(W) AD(       ) 1
 RM0293  NAD 27      -  46 25 29.78700(N)    091 50 38.97400(W) AD(       ) 1
 RM0293  USSD        -  46 25 30.09200(N)    091 50 38.76100(W) AD(       ) 3
 RM0293  NGVD 29 (??/??/92)  374.475  (m)         1228.59   (f) ADJ UNCH    1 2
 RM0293  NGVD 29             374.47   (m)         1228.6    (f) LEVELING    3  
 RM0293
 RM0293.Superseded values are not recommended for survey control.
 RM0293
 RM0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0293.See file dsdata.pdf to determine how the superseded data were derived.
 RM0293
 RM0293_MARKER: DS = TRIANGULATION STATION DISK
 RM0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0293_STAMPING: BOG 1921
 RM0293_MARK LOGO: CGS
 RM0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0293+STABILITY: SURFACE MOTION
 RM0293
 RM0293  HISTORY     - Date     Condition        Report By
 RM0293  HISTORY     - 1921     MONUMENTED       CGS
 RM0293  HISTORY     - 1922     GOOD             CGS
 RM0293  HISTORY     - 1958     MARK NOT FOUND   USGS
 RM0293
 RM0293                          STATION DESCRIPTION
 RM0293
 RM0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 RM0293'STATION IS LOCATED ABOUT 3/4 MILE N OF MERRIAM, FLAG STOP ON THE
 RM0293'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY, ON THE W
 RM0293'SIDE OF THE TRACK, ON THE EXTENSION OF THE E RAIL FROM THE N
 RM0293'OF FIRST CURVE N OF MERRIAM, 225 METERS S OF THE POINT OF
 RM0293'TANGENCY, 60 METERS N OF MILEPOST 434, 19.85 METERS (65.14 FEET)
 RM0293'W OF W RAIL.
 RM0293'
 RM0293'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RM0293'DISKS SET IN CONCRETE.
 RM0293
 RM0293                          STATION RECOVERY (1922)
 RM0293
 RM0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 RM0293'3.5 MI NW FROM SOLON SPRINGS.
 RM0293'STATION IS LOCATED ABOUT 3/4 MILE NORTH OF MERRIAM, FLAGSTOP ON THE
 RM0293'M. ST. P. AND S. STE. MARIE RY., ON THE WEST SIDE OF THE TRACK,
 RM0293'ON THE EXTENSION OF THE EAST RAIL FROM THE NORTH OF FIRST CURVE NORTH
 RM0293'OF MERRIAM, 225 METERS SOUTH OF THE POINT OF TANGENCY 60 METERS
 RM0293'NORTH OF MILEPOST 434, 19.85 M. (65.14 FT.) WEST OF WEST RAIL.
 RM0293
 RM0293                          STATION RECOVERY (1958)
 RM0293
 RM0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RM0293'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5426 ***********************************************************************
 DH5426  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5426  DESIGNATION -  BOHEMIAN VALLEY
 DH5426  PID         -  DH5426
 DH5426  STATE/COUNTY-  WI/LA CROSSE
 DH5426  COUNTRY     -  US
 DH5426  USGS QUAD   -  ESOFEA (2018)
 DH5426
 DH5426                         *CURRENT SURVEY CONTROL
 DH5426  ______________________________________________________________________
 DH5426* NAD 83(2011) POSITION- 43 44 44.86775(N) 090 57 52.26310(W)   ADJUSTED
 DH5426* NAD 83(2011) ELLIP HT-   220.550 (meters)        (06/27/12)   ADJUSTED
 DH5426* NAD 83(2011) EPOCH   -  2010.00
 DH5426* NAVD 88 ORTHO HEIGHT -   253.16  (meters)      830.6   (feet) GPS OBS
 DH5426  ______________________________________________________________________
 DH5426  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5426  GEOID HEIGHT    -        -32.602 (meters)                     GEOID12A
 DH5426  GEOID HEIGHT    -        -32.609 (meters)                     GEOID18
 DH5426  NAD 83(2011) X  -    -77,688.820 (meters)                     COMP
 DH5426  NAD 83(2011) Y  - -4,614,556.891 (meters)                     COMP
 DH5426  NAD 83(2011) Z  -  4,387,883.278 (meters)                     COMP
 DH5426  LAPLACE CORR    -         -9.65  (seconds)                    DEFLEC18
 DH5426
 DH5426  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5426  Standards:
 DH5426         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5426            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5426  -------------------------------------------------------------------
 DH5426  NETWORK    0.48   0.63           0.22   0.17   0.32      0.00129990
 DH5426  -------------------------------------------------------------------
 DH5426  Click here for local accuracies and other accuracy information.
 DH5426
 DH5426.The horizontal coordinates were established by GPS observations
 DH5426.and adjusted by the National Geodetic Survey in June 2012.
 DH5426
 DH5426.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5426.been affixed to the stable North American tectonic plate. See 
 DH5426.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5426
 DH5426.The horizontal coordinates are valid at the epoch date displayed above
 DH5426.which is a decimal equivalence of Year/Month/Day.
 DH5426
 DH5426.The orthometric height was determined by GPS observations and a
 DH5426.high-resolution geoid model using precise GPS observation and
 DH5426.processing techniques.
 DH5426
 DH5426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5426.GEOID18 height accuracy estimate available here.
 DH5426
 DH5426.Click photographs - Photos may exist for this station.
 DH5426
 DH5426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5426
 DH5426.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5426
 DH5426.The ellipsoidal height was determined by GPS observations
 DH5426.and is referenced to NAD 83.
 DH5426
 DH5426. The following values were computed from the NAD 83(2011) position.
 DH5426
 DH5426;                    North         East     Units Scale Factor Converg.
 DH5426;SPC WI S     -   194,392.812   522,315.763   MT  0.99995060   -0 39 45.8
 DH5426;SPC WI S     -   637,770.42  1,713,630.97   sFT  0.99995060   -0 39 45.8
 DH5426;UTM  15      - 4,845,653.047   663,889.708   MT  0.99993038   +1 24 28.0
 DH5426
 DH5426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5426!SPC WI S     -   0.99996542  x   0.99995060  =   0.99991602
 DH5426!UTM  15      -   0.99996542  x   0.99993038  =   0.99989580
 DH5426
 DH5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6388945653(NAD 83)
 DH5426
 DH5426                          SUPERSEDED SURVEY CONTROL
 DH5426
 DH5426  NAD 83(2007)-  43 44 44.86778(N)    090 57 52.26391(W) AD(2002.00) 0
 DH5426  ELLIP H (02/10/07)  220.582  (m)                       GP(2002.00)    
 DH5426  NAD 83(1997)-  43 44 44.86773(N)    090 57 52.26436(W) AD(       ) 1
 DH5426  ELLIP H (08/01/05)  220.572  (m)                       GP(       ) 2 1
 DH5426  NAVD 88 (07/26/07)  253.17   (m)  GEOID03  model used  GPS OBS        
 DH5426
 DH5426.Superseded values are not recommended for survey control.
 DH5426
 DH5426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5426.See file dsdata.pdf to determine how the superseded data were derived.
 DH5426
 DH5426_MARKER: DD = SURVEY DISK
 DH5426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5426_STAMPING: BOHEMIAN VALLEY 1994
 DH5426_MARK LOGO: WI-063
 DH5426_PROJECTION: FLUSH
 DH5426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5426+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH5426
 DH5426  HISTORY     - Date     Condition        Report By
 DH5426  HISTORY     - 1994     MONUMENTED       WI-063
 DH5426  HISTORY     - 20030319 GOOD             WIDT
 DH5426  HISTORY     - 20100817 GOOD             WIDT
 DH5426  HISTORY     - 20160627 GOOD             WIDT
 DH5426
 DH5426                          STATION DESCRIPTION
 DH5426
 DH5426'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5426'OWNERSHIP--LA CROSSE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5426'OF STATE HIGHWAY  33 WITH STATE HIGHWAY 162 SOUTH ABOUT 13 MI
 DH5426'EAST-SOUTHEAST OF THE CITY OF LA CROSSE,  GO SOUTHEAST ON STATE
 DH5426'HIGHWAY 33 FOR 0.7 MI TO COUNTY HIGHWAY H ON THE RIGHT TURN  RIGHT AND
 DH5426'GO SOUTHEAST ON COUNTY HIGHWAY H FOR 2.3 MI TO WHERE COUNTY HIGHWAY H
 DH5426'TURNS LEFT (EAST) AND COUNTY HIGHWAY G (AHEAD) GOES SOUTH, GO SOUTH ON
 DH5426'COUTNY  HIGHWAY G FOR 0.4 MI TO CORNELL ROAD ON THE RIGHT CONTINUE
 DH5426'SOUTH ON COUNTY HIGHWAY G  FOR 0.3 MI TO THE STATION ON THE LEFT.  THE
 DH5426'STATION IS A BRONZE LA CROSSE COUNTY GEODETIC  CONTROL MARK DISK SET
 DH5426'IN THE TOP OF A 30-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH  THE
 DH5426'ROAD PAVEMENT.  THE STATION IS 7.1 M EAST OF THE CENTERLINE OF COUNTY
 DH5426'HIGHWAY G, 11.5  M SOUTH OF TOP CENTER OF A 70-CM DIAMETER CORRUGATED
 DH5426'METAL CULVERT PIPE, 5 M SOUTH OF  EXTENDED CENTERLINE OF PRIVATE
 DH5426'ENTRANCE --N773-- AND 0.3 M EAST OF A YELLOW 4X4-IN PLASTIC  WITNESS
 DH5426'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5426'HIGHER THAN 15  DEGREES ABOVE THE HORIZON.
 DH5426
 DH5426                          STATION RECOVERY (2010)
 DH5426
 DH5426'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5426'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M WEST, 1.1 M
 DH5426'NORTHEAST, AND 1.0 M SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DH5426'AND 0.3 M EAST OF A YELLOW 4X4 PLASTIC WITNESS POST.  NOTE---THE
 DH5426'STAMPING IS --BOHEMIAN VALLEY GPS 1994--.
 DH5426
 DH5426                          STATION RECOVERY (2016)
 DH5426
 DH5426'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5426'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0361 ***********************************************************************
 NG0361  DESIGNATION -  BOHN
 NG0361  PID         -  NG0361
 NG0361  STATE/COUNTY-  WI/RACINE
 NG0361  COUNTRY     -  US
 NG0361  USGS QUAD   -  RACINE SOUTH (2018)
 NG0361
 NG0361                         *CURRENT SURVEY CONTROL
 NG0361  ______________________________________________________________________
 NG0361* NAD 83(1986) POSITION- 42 44 04.     (N) 087 47 04.     (W)   SCALED
 NG0361* NAVD 88 ORTHO HEIGHT -   179.945 (meters)      590.37  (feet) ADJUSTED
 NG0361  ______________________________________________________________________
 NG0361  GEOID HEIGHT    -        -34.807 (meters)                     GEOID18
 NG0361  DYNAMIC HEIGHT  -        179.894 (meters)      590.20  (feet) COMP
 NG0361  MODELED GRAVITY -    980,335.0   (mgal)                       NAVD 88
 NG0361
 NG0361  VERT ORDER      -  FIRST     CLASS 0
 NG0361
 NG0361.The horizontal coordinates were scaled from a map and have
 NG0361.an estimated accuracy of +/- 6 seconds.
 NG0361
 NG0361.The orthometric height was determined by differential leveling and
 NG0361.adjusted by the NATIONAL GEODETIC SURVEY
 NG0361.in June 1991.
 NG0361
 NG0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0361.GEOID18 height accuracy estimate available here.
 NG0361
 NG0361.Click photographs - Photos may exist for this station.
 NG0361
 NG0361.The dynamic height is computed by dividing the NAVD 88
 NG0361.geopotential number by the normal gravity value computed on the
 NG0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0361.degrees latitude (g = 980.6199 gals.).
 NG0361
 NG0361.The modeled gravity was interpolated from observed gravity values.
 NG0361
 NG0361;                    North         East    Units  Estimated Accuracy
 NG0361;SPC WI S     -    84,000.      781,410.      MT  (+/- 180 meters Scaled)
 NG0361
 NG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN357316(NAD 83)
 NG0361
 NG0361                          SUPERSEDED SURVEY CONTROL
 NG0361
 NG0361.No superseded survey control is available for this station.
 NG0361
 NG0361_MARKER: Q = CHISELED SQUARE
 NG0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0361_SP_SET: METAL STRIP IN BUILDING
 NG0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0361
 NG0361  HISTORY     - Date     Condition        Report By
 NG0361  HISTORY     - UNK      MONUMENTED       USLS
 NG0361  HISTORY     - 1972     GOOD             NGS
 NG0361  HISTORY     - 20000226 MARK NOT FOUND   USPSQD
 NG0361
 NG0361                          STATION DESCRIPTION
 NG0361
 NG0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0361'AT RACINE.
 NG0361'AT RACINE, ABOUT 0.55 MILE NORTH ALONG MAIN STREET (STATE
 NG0361'HIGHWAY 32) FROM THE POST OFFICE, ABOUT 50 YARDS NORTH OF THE
 NG0361'NORTH END OF THE MAIN STREET BRIDGE OVER THE ROOT RIVER, AT THE
 NG0361'NORTHEAST CORNER OF THE INTERSECTION OF MAIN AND DODGE STREET,
 NG0361'AT THE WEST EDGE OF THE WEST ONE OF TWO ENTRANCES ON THE DODGE
 NG0361'STREET SIDE OF A TWO STORY BRICK BUILDING INSCRIBED M BOHN 1890,
 NG0361'8.6 FEET SOUTH OF THE SOUTH CURB OF DODGE STREET, 1.6 FEET EAST
 NG0361'OF THE SOUTHWEST CORNER OF THE BUILDING, A 1 INCH CHISELED
 NG0361'SQUARE ON THE TOP OF THE SOUTHEAST CORNER OF A 3 INCH METAL
 NG0361'STRIP AND 2 FEET ABOVE THE LEVEL OF THE STREET.  SEC 9, T3N,
 NG0361'R23E
 NG0361
 NG0361                          STATION RECOVERY (2000)
 NG0361
 NG0361'RECOVERY NOTE BY US POWER SQUADRON 2000
 NG0361'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0079 ***********************************************************************
 OL0079  DESIGNATION -  BOLLARD USLS
 OL0079  PID         -  OL0079
 OL0079  STATE/COUNTY-  WI/OZAUKEE
 OL0079  COUNTRY     -  US
 OL0079  USGS QUAD   -  PORT WASHINGTON EAST (2018)
 OL0079
 OL0079                         *CURRENT SURVEY CONTROL
 OL0079  ______________________________________________________________________
 OL0079* NAD 83(1986) POSITION- 43 23 15.2    (N) 087 52 06.5    (W)   HD_HELD2
 OL0079* NAVD 88 ORTHO HEIGHT -   180.057 (meters)      590.74  (feet) ADJUSTED
 OL0079  ______________________________________________________________________
 OL0079  GEOID HEIGHT    -        -35.366 (meters)                     GEOID18
 OL0079  DYNAMIC HEIGHT  -        180.017 (meters)      590.61  (feet) COMP
 OL0079  MODELED GRAVITY -    980,391.4   (mgal)                       NAVD 88
 OL0079
 OL0079  VERT ORDER      -  FIRST     CLASS 0
 OL0079
 OL0079.The horizontal coordinates were established by autonomous hand held GPS
 OL0079.observations and have an estimated accuracy of +/- 10 meters.
 OL0079
 OL0079.The orthometric height was determined by differential leveling and
 OL0079.adjusted by the NATIONAL GEODETIC SURVEY
 OL0079.in June 1991.
 OL0079
 OL0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0079.GEOID18 height accuracy estimate available here.
 OL0079
 OL0079.Click photographs - Photos may exist for this station.
 OL0079
 OL0079.The dynamic height is computed by dividing the NAVD 88
 OL0079.geopotential number by the normal gravity value computed on the
 OL0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0079.degrees latitude (g = 980.6199 gals.).
 OL0079
 OL0079.The modeled gravity was interpolated from observed gravity values.
 OL0079
 OL0079;                    North         East    Units  Estimated Accuracy
 OL0079;SPC WI S     -   156,351.      772,680.      MT  (+/- 10 meters HH2 GPS)
 OL0079
 OL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2965804219(NAD 83)
 OL0079
 OL0079                          SUPERSEDED SURVEY CONTROL
 OL0079
 OL0079  NGVD 29 (??/??/92)  180.10   (m)          590.9    (f) COMPUTED    1 0
 OL0079
 OL0079.Superseded values are not recommended for survey control.
 OL0079
 OL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0079.See file dsdata.pdf to determine how the superseded data were derived.
 OL0079
 OL0079_MARKER: Q = CHISELED SQUARE
 OL0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0079_SP_SET: BOLLARD
 OL0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0079
 OL0079  HISTORY     - Date     Condition        Report By
 OL0079  HISTORY     - UNK      MONUMENTED       USLS
 OL0079  HISTORY     - 1972     GOOD             NGS
 OL0079  HISTORY     - 20011028 MARK NOT FOUND   USPSQD
 OL0079
 OL0079                          STATION DESCRIPTION
 OL0079
 OL0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0079'AT PORT WASHINGTON.
 OL0079'AT PORT WASHINGTON, ABOUT 0.15 MILE EAST ALONG WEST GRAND AVENUE
 OL0079'FROM THE CITY HALL, 213 FEET EAST OF THE CENTER LINE OF FRANKLIN
 OL0079'AVENUE, AT THE EAST END OF WEST GRAND AVENUE, 31.3 FEET SOUTH
 OL0079'OF THE SOUTH FACE OF A BRICK REST ROOMS, 17 FEET SOUTH OF THE
 OL0079'CENTER LINE OF THE AVENUE, 9.6 FEET WEST OF A CONCRETE RETAINING
 OL0079'WALL, 3.4 FEET EAST OF A CHAIN LINK FENCE, A CHISELED SQUARE
 OL0079'ON THE TOP OF AN 18 INCH ROUND METAL PIPE FILLED WITH CONCRETE
 OL0079'AND USED AS A BOLLARD, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 OL0079'AVENUE.  SECTION 28, T 11N, R 22E
 OL0079
 OL0079                          STATION RECOVERY (2001)
 OL0079
 OL0079'RECOVERY NOTE BY US POWER SQUADRON 2001
 OL0079'18 INCH ROUND METAL PIPE FILLED WITH CONCRETE USED AS A BOLLARD.  MARK
 OL0079'NOT FOUND, MARINA UNDERWENT REBUILDING IN LATE 1990'S.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0642 ***********************************************************************
 PN0642  DESIGNATION -  BOLT
 PN0642  PID         -  PN0642
 PN0642  STATE/COUNTY-  WI/OUTAGAMIE
 PN0642  COUNTRY     -  US
 PN0642  USGS QUAD   -  WRIGHTSTOWN (2018)
 PN0642
 PN0642                         *CURRENT SURVEY CONTROL
 PN0642  ______________________________________________________________________
 PN0642* NAD 83(1986) POSITION- 44 18 53.     (N) 088 13 36.     (W)   SCALED
 PN0642* NAVD 88 ORTHO HEIGHT -   212.529 (meters)      697.27  (feet) ADJUSTED
 PN0642  ______________________________________________________________________
 PN0642  GEOID HEIGHT    -        -36.225 (meters)                     GEOID18
 PN0642  DYNAMIC HEIGHT  -        212.496 (meters)      697.16  (feet) COMP
 PN0642  MODELED GRAVITY -    980,461.8   (mgal)                       NAVD 88
 PN0642
 PN0642  VERT ORDER      -  FIRST     CLASS 0
 PN0642
 PN0642.The horizontal coordinates were scaled from a map and have
 PN0642.an estimated accuracy of +/- 6 seconds.
 PN0642
 PN0642.The orthometric height was determined by differential leveling and
 PN0642.adjusted by the NATIONAL GEODETIC SURVEY
 PN0642.in June 1991.
 PN0642
 PN0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0642.GEOID18 height accuracy estimate available here.
 PN0642
 PN0642.Click photographs - Photos may exist for this station.
 PN0642
 PN0642.The dynamic height is computed by dividing the NAVD 88
 PN0642.geopotential number by the normal gravity value computed on the
 PN0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0642.degrees latitude (g = 980.6199 gals.).
 PN0642
 PN0642.The modeled gravity was interpolated from observed gravity values.
 PN0642
 PN0642;                    North         East    Units  Estimated Accuracy
 PN0642;SPC WI C     -    55,040.      741,470.      MT  (+/- 180 meters Scaled)
 PN0642
 PN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ021075(NAD 83)
 PN0642
 PN0642                          SUPERSEDED SURVEY CONTROL
 PN0642
 PN0642.No superseded survey control is available for this station.
 PN0642
 PN0642_MARKER: X = CHISELED CROSS
 PN0642_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0642_SP_SET: WIG WAG
 PN0642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0642+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1996
 PN0642
 PN0642  HISTORY     - Date     Condition        Report By
 PN0642  HISTORY     - 1962     MONUMENTED       USLS
 PN0642  HISTORY     - 1974     GOOD             NOS
 PN0642  HISTORY     - 19960526 GOOD             WI-009
 PN0642  HISTORY     - 19991105 POOR             USPSQD
 PN0642  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 PN0642  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 PN0642
 PN0642                          STATION DESCRIPTION
 PN0642
 PN0642'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0642'3.1 MI SW FROM WRIGHTSTOWN.
 PN0642'3.1 MILES SOUTHWEST ALONG WISCONSIN HIGHWAY 96 FROM THE INTERSECTION
 PN0642'OF MAIN AND FERRY STREETS IN WRIGHTSTOWN, ON THE WESTERLY SIDE OF
 PN0642'THE FOX RIVER, AT WESTERLY RAILROAD CROSSING SIGNAL STAND ON SHORT
 PN0642'ROAD CONNECTING WISCONSIN HIGHWAY 96 AND U.S. HIGHWAY 41, 20.5 FT.
 PN0642'SOUTHWEST OF ROAD, 10.2 FT. NORTHERLY OF NORTHERLY RAIL, 1 FT. ABOVE
 PN0642'GROUND, A CROSS CUT IN THE SOUTHEAST ANCHOR BOLT PROTRUDING ABOVE THE
 PN0642'CONCRETE BASE.
 PN0642
 PN0642                          STATION RECOVERY (1996)
 PN0642
 PN0642'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1996 (AJH)
 PN0642'RECOVERED AS DESCRIBED.
 PN0642
 PN0642                          STATION RECOVERY (1999)
 PN0642
 PN0642'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0642'MARK RECOVERED IN POOR CONDITION.
 PN0642
 PN0642                          STATION RECOVERY (2003)
 PN0642
 PN0642'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0642'NOT RECOVERED.  HIGHWAY 41 HAS BEEN RELOCATED TO THE WEST WITH LIMITED
 PN0642'ACCESS AND THE FORMER ROAD CONNECTING HIGHWAY 41 AND HIGHWAY 96 NO
 PN0642'LONGER CROSSES THE RAILROAD TRACKS.  COUNTY HIGHWAY JJ PARALLEL AND
 PN0642'SOUTH OF THE ABANDONED 'CONNECTING ROAD' DOES CROSS THE RAILROAD
 PN0642'TRACKS WITH NEW SIGNALS AND WITH NEW BOLTS.
 PN0642
 PN0642                          STATION RECOVERY (2004)
 PN0642
 PN0642'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0642'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0439 ***********************************************************************
 PM0439  DESIGNATION -  BOLT
 PM0439  PID         -  PM0439
 PM0439  STATE/COUNTY-  WI/MANITOWOC
 PM0439  COUNTRY     -  US
 PM0439  USGS QUAD   -  LARRABEE (2018)
 PM0439
 PM0439                         *CURRENT SURVEY CONTROL
 PM0439  ______________________________________________________________________
 PM0439* NAD 83(1991) POSITION- 44 18 59.12133(N) 087 44 34.72351(W)   ADJUSTED
 PM0439* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 PM0439  ______________________________________________________________________
 PM0439  GEOID HEIGHT    -        -36.127 (meters)                     GEOID18
 PM0439  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 PM0439  HORZ ORDER      -  SECOND
 PM0439
 PM0439.The horizontal coordinates were established by classical geodetic methods
 PM0439.and adjusted by the National Geodetic Survey in November 1991.
 PM0439
 PM0439.The orthometric height was scaled from a topographic map.
 PM0439
 PM0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0439.GEOID18 height accuracy estimate available here.
 PM0439
 PM0439.Click photographs - Photos may exist for this station.
 PM0439
 PM0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0439
 PM0439. The following values were computed from the NAD 83(1991) position.
 PM0439
 PM0439;                    North         East     Units Scale Factor Converg.
 PM0439;SPC WI S     -   259,784.072   780,051.099   MT  1.00006032   +1 33 02.9
 PM0439;SPC WI S     -   852,308.24  2,559,217.65   sFT  1.00006032   +1 33 02.9
 PM0439;UTM  16      - 4,907,286.569   440,749.787   MT  0.99964317   -0 31 08.7
 PM0439
 PM0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0439!SPC WI S     -   0.99996661  x   1.00006032  =   1.00002693
 PM0439!UTM  16      -   0.99996661  x   0.99964317  =   0.99960980
 PM0439
 PM0439:                Primary Azimuth Mark                     Grid Az
 PM0439:SPC WI S     -  BOLT AZ MK                               182 33 02.6
 PM0439:UTM  16      -  BOLT AZ MK                               184 37 14.2
 PM0439
 PM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4074907286(NAD 83)
 PM0439
 PM0439|---------------------------------------------------------------------|
 PM0439| PID    Reference Object                     Distance      Geod. Az  |
 PM0439|                                                           dddmmss.s |
 PM0439| CJ4308 BOLT RM 1                            26.270 METERS 00912     |
 PM0439| CJ4307 BOLT AZ MK                                         1840605.5 |
 PM0439| CJ4309 BOLT RM 2                            22.146 METERS 26856     |
 PM0439| PM0496 COOPERSTOWN ST JAMES CATH CH        APPROX. 2.7 KM 2734718.8 |
 PM0439| PM0498 DENMARK LAKE TO LAKE DAIRY STK      APPROX. 7.5 KM 2953944.8 |
 PM0439| PM0497 DENMARK MUNICIPAL TANK              APPROX. 7.9 KM 2961255.6 |
 PM0439|---------------------------------------------------------------------|
 PM0439
 PM0439                          SUPERSEDED SURVEY CONTROL
 PM0439
 PM0439  NAD 83(1986)-  44 18 59.11126(N)    087 44 34.71217(W) AD(       ) 2
 PM0439  NAD 27      -  44 18 59.13100(N)    087 44 34.39200(W) AD(       ) 2
 PM0439
 PM0439.Superseded values are not recommended for survey control.
 PM0439
 PM0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0439.See file dsdata.pdf to determine how the superseded data were derived.
 PM0439
 PM0439_MARKER: DS = TRIANGULATION STATION DISK
 PM0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0439_STAMPING: BOLT 1953
 PM0439_MARK LOGO: CGS
 PM0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0439+STABILITY: SURFACE MOTION
 PM0439
 PM0439  HISTORY     - Date     Condition        Report By
 PM0439  HISTORY     - 1953     MONUMENTED       CGS
 PM0439
 PM0439                          STATION DESCRIPTION
 PM0439
 PM0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0439'STATION IS LOCATED ABOUT 5 MILES EAST OF DENMARK ON THE PROPERTY OF
 PM0439'MIKE HEISER.  IT IS 17 FEET WEST OF A FENCE CORNER, 3 FEET WEST OF A
 PM0439'WHITE WITNESS POST AND SET IN A FENCE LINE.  THE MARK PROJECTS 2
 PM0439'INCHES AND THE DISK IS STAMPED BOLT 1953.
 PM0439'
 PM0439'REFERENCE MARK NO. 1 IS 86 FEET NORTH OF A WHITE WITNESS POST, 84
 PM0439'FEET NORTH OF AN EAST AND WEST FENCE LINE AND 1 FOOT WEST OF A FENCE
 PM0439'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BOLT NO 1 1953.
 PM0439'
 PM0439'REFERENCE MARK NO. 2 IS 75 FEET WEST OF A WHITE WITNESS POST, 66 FEET
 PM0439'EAST OF A LARGE ROCK PILE AND 1 FOOT SOUTH OF A FENCE LINE.  THE
 PM0439'MARK IS FLUSH AND THE DISK IS STAMPED BOLT NO 2 1953.
 PM0439'
 PM0439'AZIMUTH MARK IS 53 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN, 14
 PM0439'FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FRAME BUILDING, 20 FEET
 PM0439'EAST OF THE NORTHWEST CORNER OF A GARAGE AND 1 FOOT NORTH OF THE
 PM0439'FRONT OF THE GARAGE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BOLT
 PM0439'1953.
 PM0439'
 PM0439'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 141 AND STATE
 PM0439'HIGHWAY 96 IN DENMARK, GO EAST AND SOUTH ON HIGHWAY 141 FOR 3.8
 PM0439'MILES TO THE JUNCTION OF COUNTY HIGHWAY CC.  TURN LEFT AND GO EAST
 PM0439'ON HIGHWAY CC FOR 0.9 MILE TO A FORK.  TAKE LEFT FORK AND
 PM0439'CONTINUE EAST ON GRAVEL ROAD FOR 0.7 MILE TO A DRIVEWAY LEFT AND
 PM0439'MR. HEISERS HOUSE ON THE LEFT.  TURN LEFT AND GO NORTH ON DRIVEWAY
 PM0439'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT IN FRONT OF THE
 PM0439'GARAGE, CONTINUE AROUND THE EAST AND NORTH SIDES OF THE BARN TO A
 PM0439'GATE.  TURN RIGHT AND GO NORTH ALONG THE WEST SIDE OF A FENCE LINE
 PM0439'FOR 0.15 MILE TO A FENCE LINE.  TURN RIGHT AND GO EAST ALONG THE
 PM0439'FENCE FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 PM0439'
 PM0439'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0671 ***********************************************************************
 OM0671  DESIGNATION -  BOLTONVILLE
 OM0671  PID         -  OM0671
 OM0671  STATE/COUNTY-  WI/WASHINGTON
 OM0671  COUNTRY     -  US
 OM0671  USGS QUAD   -  BATAVIA (2018)
 OM0671
 OM0671                         *CURRENT SURVEY CONTROL
 OM0671  ______________________________________________________________________
 OM0671* NAD 83(1991) POSITION- 43 30 29.01173(N) 088 07 14.66574(W)   ADJUSTED
 OM0671* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 OM0671  ______________________________________________________________________
 OM0671  GEOID HEIGHT    -        -35.139 (meters)                     GEOID18
 OM0671  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 OM0671  HORZ ORDER      -  SECOND
 OM0671
 OM0671.The horizontal coordinates were established by classical geodetic methods
 OM0671.and adjusted by the National Geodetic Survey in November 1991.
 OM0671
 OM0671.The orthometric height was scaled from a topographic map.
 OM0671
 OM0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0671.GEOID18 height accuracy estimate available here.
 OM0671
 OM0671.Click photographs - Photos may exist for this station.
 OM0671
 OM0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0671
 OM0671. The following values were computed from the NAD 83(1991) position.
 OM0671
 OM0671;                    North         East     Units Scale Factor Converg.
 OM0671;SPC WI S     -   169,243.471   751,945.201   MT  0.99993428   +1 17 28.5
 OM0671;SPC WI S     -   555,259.62  2,467,006.88   sFT  0.99993428   +1 17 28.5
 OM0671;UTM  16      - 4,817,846.414   409,406.230   MT  0.99970095   -0 46 17.9
 OM0671
 OM0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0671!SPC WI S     -   0.99995487  x   0.99993428  =   0.99988915
 OM0671!UTM  16      -   0.99995487  x   0.99970095  =   0.99965583
 OM0671
 OM0671:                Primary Azimuth Mark                     Grid Az
 OM0671:SPC WI S     -  BOLTONVILLE AZ MK                        287 15 22.7
 OM0671:UTM  16      -  BOLTONVILLE AZ MK                        289 19 09.1
 OM0671
 OM0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0940617846(NAD 83)
 OM0671
 OM0671|---------------------------------------------------------------------|
 OM0671| PID    Reference Object                     Distance      Geod. Az  |
 OM0671|                                                           dddmmss.s |
 OM0671| CI9066 BOLTONVILLE RM 1                     27.880 METERS 01751     |
 OM0671| OM0672 BOLTONVILLE ST JOHNS CATH CH        APPROX. 1.0 KM 0580333.2 |
 OM0671| OM0677 ST MICHAELS CATHOLIC CH SPIRE       APPROX. 3.3 KM 2784032.3 |
 OM0671| CI9065 BOLTONVILLE AZ MK                                  2883251.2 |
 OM0671| CI9067 BOLTONVILLE RM 2                     38.329 METERS 30604     |
 OM0671|---------------------------------------------------------------------|
 OM0671
 OM0671                          SUPERSEDED SURVEY CONTROL
 OM0671
 OM0671  NAD 83(1986)-  43 30 29.00132(N)    088 07 14.67142(W) AD(       ) 2
 OM0671  NAD 27      -  43 30 29.00900(N)    088 07 14.32900(W) AD(       ) 2
 OM0671
 OM0671.Superseded values are not recommended for survey control.
 OM0671
 OM0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0671.See file dsdata.pdf to determine how the superseded data were derived.
 OM0671
 OM0671_MARKER: DS = TRIANGULATION STATION DISK
 OM0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0671_STAMPING: BOLTONVILLE 1953
 OM0671_MARK LOGO: CGS
 OM0671_PROJECTION: RECESSED 36 CENTIMETERS
 OM0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0671+STABILITY: SURFACE MOTION
 OM0671
 OM0671  HISTORY     - Date     Condition        Report By
 OM0671  HISTORY     - 1953     MONUMENTED       CGS
 OM0671  HISTORY     - 20090322 MARK NOT FOUND   INDIV
 OM0671
 OM0671                          STATION DESCRIPTION
 OM0671
 OM0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0671'STATION IS LOCATED 6 MILES NORTHEAST OF BARTON, 5 MILES EAST OF
 OM0671'KEWASKUM AND 1 MILE SOUTH OF BOLTONVILLE ON PROPERTY OWNED
 OM0671'BY MR. L. THEASHER.  IT IS 172 FEET SOUTHEAST OF THE NORTHEAST
 OM0671'CORNER OF A BARN WITH A SILO ON THE SOUTHEAST CORNER, 152
 OM0671'FEET EAST OF THE SILO, 18 FEET NORTHWEST OF A FENCE CORNER AND
 OM0671'15 FEET SOUTHWEST OF THE CENTER OF A FARM LANE.  THE MARK IS
 OM0671'14 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED BOLTONVILLE
 OM0671'1953.
 OM0671'
 OM0671'REFERENCE MARK NO. 1 IS 85 FEET NORTHEAST OF THE NORTHEAST
 OM0671'CORNER OF THE BARN AND 7 FEET NORTH OF THE CENTER OF THE FARM
 OM0671'LANE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BOLTONVILLE
 OM0671'NO 1 1953.
 OM0671'
 OM0671'REFERENCE MARK NO. 2 IS 15 FEET SOUTHEAST OF THE SOUTHEAST
 OM0671'CORNER OF A BARN AND 7 FEET NORTH OF A FENCE CORNER.  THE
 OM0671'MARK IS FLUSH AND THE DISK IS STAMPED BOLTONVILLE NO 2 1953.
 OM0671'
 OM0671'AZIMUTH MARK IS 29 FEET EAST OF THE CENTER OF COUNTY HIGHWAY
 OM0671'HH, 23 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 28 AND 2
 OM0671'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6
 OM0671'INCHES AND THE DISK IS STAMPED BOLTONVILLE 1953.
 OM0671'
 OM0671'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OM0671'144 AND 55 IN BARTON, GO NORTHEAST ON HIGHWAY 144 FOR 5.0 MILES
 OM0671'TO A FARM LANE ON THE RIGHT,*TURN RIGHT AND GO 0.1 MILE
 OM0671'TO THE STATION AS DESCRIBED.
 OM0671'
 OM0671'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTH
 OM0671'ON HIGHWAY 144 FOR 0.35 MILE TO THE INTERSECTION OF STATE
 OM0671'HIGHWAY 28.  TURN LEFT AND GO 1.2 MILE TO THE INTERSECTION
 OM0671'OF COUNTY HIGHWAY HH AND THE AZIMUTH MARK AS DESCRIBED.
 OM0671'
 OM0671'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0671
 OM0671                          STATION RECOVERY (2009)
 OM0671
 OM0671'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 OM0671'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0672 ***********************************************************************
 OM0672  DESIGNATION -  BOLTONVILLE ST JOHNS CATH CH
 OM0672  PID         -  OM0672
 OM0672  STATE/COUNTY-  WI/WASHINGTON
 OM0672  COUNTRY     -  US
 OM0672  USGS QUAD   -  BATAVIA (2018)
 OM0672
 OM0672                         *CURRENT SURVEY CONTROL
 OM0672  ______________________________________________________________________
 OM0672* NAD 83(1991) POSITION- 43 30 46.62573(N) 088 06 35.84110(W)   ADJUSTED
 OM0672  ______________________________________________________________________
 OM0672  GEOID HEIGHT    -        -35.156 (meters)                     GEOID18
 OM0672  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 OM0672  HORZ ORDER      -  THIRD
 OM0672
 OM0672.The horizontal coordinates were established by classical geodetic methods
 OM0672.and adjusted by the National Geodetic Survey in November 1991.
 OM0672
 OM0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0672.GEOID18 height accuracy estimate available here.
 OM0672
 OM0672.Click photographs - Photos may exist for this station.
 OM0672
 OM0672.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0672
 OM0672. The following values were computed from the NAD 83(1991) position.
 OM0672
 OM0672;                    North         East     Units Scale Factor Converg.
 OM0672;SPC WI S     -   169,806.604   752,804.710   MT  0.99993444   +1 17 55.2
 OM0672;SPC WI S     -   557,107.17  2,469,826.79   sFT  0.99993444   +1 17 55.2
 OM0672;UTM  16      - 4,818,378.118   410,285.247   MT  0.99969900   -0 45 51.4
 OM0672
 OM0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1028518378(NAD 83)
 OM0672
 OM0672                          SUPERSEDED SURVEY CONTROL
 OM0672
 OM0672  NAD 83(1986)-  43 30 46.61525(N)    088 06 35.84654(W) AD(       ) 3
 OM0672  NAD 27      -  43 30 46.62500(N)    088 06 35.50200(W) AD(       ) 3
 OM0672
 OM0672.Superseded values are not recommended for survey control.
 OM0672
 OM0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0672.See file dsdata.pdf to determine how the superseded data were derived.
 OM0672
 OM0672_MARKER: 91 = CHURCH CROSS
 OM0672
 OM0672  HISTORY     - Date     Condition        Report By
 OM0672  HISTORY     - 1953     FIRST OBSERVED   CGS
 OM0672  HISTORY     - 19941023 GOOD             USPSQD
 OM0672  HISTORY     - 20021214 GOOD             USPSQD
 OM0672  HISTORY     - 20040323 GOOD             USPSQD
 OM0672
 OM0672                          STATION DESCRIPTION
 OM0672
 OM0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0672'STATION IS THE CROSS AT THE TOP OF THE SPIRE, LOCATED ABOUT
 OM0672'1 MILE SOUTHEAST OF BOLTONVILLE.  THE SPIRE IS CONSTRUCTED
 OM0672'OF WOOD, COVERED WITH GREEN SHINGLES, RISING ABOUT 30 FEET
 OM0672'ABOVE THE SOUTH END OF THE GREY BRICK CHURCH.
 OM0672'
 OM0672'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM0672'144 AND 84 AT THE EAST EDGE OF BOLTONVILLE, GO SOUTH ON
 OM0672'HIGHWAY 144 FOR 1.35 MILES TO A CROSSROAD, TURN LEFT AND GO
 OM0672'EAST FOR 0.3 MILE TO THE CHURCH ON THE LEFT AS DESCRIBED.
 OM0672
 OM0672                          STATION RECOVERY (1994)
 OM0672
 OM0672'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0672'RECOVERED IN GOOD CONDITION.
 OM0672
 OM0672                          STATION RECOVERY (2002)
 OM0672
 OM0672'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0672'RECOVERED IN GOOD CONDITION. FROM COUNTY HIGHWAY X AND HIGHWAYS 144
 OM0672'AND 28, GO SOUTHWEST 1.3 MILES ON HIGHWAYS 144 AND 28 TO HIGHLAND
 OM0672'DRIVE (WHERE HIGHWAY 28 TURNS WEST).  GO EAST ON HIGHLAND DRIVE FOR
 OM0672'0.2 MILE TO THE CHURCH.
 OM0672
 OM0672                          STATION RECOVERY (2004)
 OM0672
 OM0672'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1169 ***********************************************************************
 PN1169  DESIGNATION -  BOM KAMP
 PN1169  PID         -  PN1169
 PN1169  STATE/COUNTY-  WI/MARATHON
 PN1169  COUNTRY     -  US
 PN1169  USGS QUAD   -  WAUSAU WEST (2018)
 PN1169
 PN1169                         *CURRENT SURVEY CONTROL
 PN1169  ______________________________________________________________________
 PN1169* NAD 83(1991) POSITION- 44 57 10.28857(N) 089 43 38.54124(W)   ADJUSTED
 PN1169* NAVD 88 ORTHO HEIGHT -   367.90  (+/-2cm)     1207.0   (feet) VERTCON3
 PN1169  ______________________________________________________________________
 PN1169  GEOID HEIGHT    -        -34.310 (meters)                     GEOID18
 PN1169  LAPLACE CORR    -         -7.87  (seconds)                    DEFLEC18
 PN1169  HORZ ORDER      -  SECOND
 PN1169  VERT ORDER      -  THIRD ? (See Below)
 PN1169
 PN1169.The horizontal coordinates were established by classical geodetic methods
 PN1169.and adjusted by the National Geodetic Survey in November 1991.
 PN1169
 PN1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1169
 PN1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1169.GEOID18 height accuracy estimate available here.
 PN1169
 PN1169.The vertical order pertains to the NGVD 29 superseded value.
 PN1169
 PN1169.Click photographs - Photos may exist for this station.
 PN1169
 PN1169.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1169
 PN1169. The following values were computed from the NAD 83(1991) position.
 PN1169
 PN1169;                    North         East     Units Scale Factor Converg.
 PN1169;SPC WI C     -   124,436.569   621,512.133   MT  0.99994160   +0 11 32.5
 PN1169;SPC WI C     -   408,255.64  2,039,077.72   sFT  0.99994160   +0 11 32.5
 PN1169;UTM  16      - 4,981,332.595   284,864.882   MT  1.00016915   -1 55 39.7
 PN1169
 PN1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1169!SPC WI C     -   0.99994770  x   0.99994160  =   0.99988930
 PN1169!UTM  16      -   0.99994770  x   1.00016915  =   1.00011684
 PN1169
 PN1169:                Primary Azimuth Mark                     Grid Az
 PN1169:SPC WI C     -  RIB MTN TV WSAU WAOW MAST                141 50 16.5
 PN1169:UTM  16      -  RIB MTN TV WSAU WAOW MAST                143 57 28.7
 PN1169
 PN1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8486481332(NAD 83)
 PN1169
 PN1169|---------------------------------------------------------------------|
 PN1169| PID    Reference Object                     Distance      Geod. Az  |
 PN1169|                                                           dddmmss.s |
 PN1169| PN1211 BOMKAMP RM 1                         11.961 METERS 01601     |
 PN1169| PN1168 RIB MTN TV WSAU WAOW MAST           APPROX. 4.5 KM 1420149.0 |
 PN1169| PN1212 BOMKAMP RM 2                         10.386 METERS 16939     |
 PN1169|---------------------------------------------------------------------|
 PN1169
 PN1169                          SUPERSEDED SURVEY CONTROL
 PN1169
 PN1169  NAD 83(1986)-  44 57 10.28858(N)    089 43 38.54901(W) AD(       ) 2
 PN1169  NAD 27      -  44 57 10.40007(N)    089 43 38.10183(W) AD(       ) 2
 PN1169  NGVD 29             367.91   (m)         1207.1    (f) LEVELING    3  
 PN1169
 PN1169.Superseded values are not recommended for survey control.
 PN1169
 PN1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1169.See file dsdata.pdf to determine how the superseded data were derived.
 PN1169
 PN1169_MARKER: DD = SURVEY DISK
 PN1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1169_STAMPING: BOMKAMP 1980
 PN1169_MARK LOGO: WIDT
 PN1169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1169+STABILITY: SURFACE MOTION
 PN1169
 PN1169  HISTORY     - Date     Condition        Report By
 PN1169  HISTORY     - 1980     MONUMENTED       WIDT
 PN1169
 PN1169                          STATION DESCRIPTION
 PN1169
 PN1169'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1169'THE STATION IS LOCATED ABOUT 3 MILES WEST OF WAUSAU AND 6 MILES EAST
 PN1169'NORTHEAST OF MARATHON CITY IN THE MEDIAN OF STH 29.
 PN1169'
 PN1169'TO REACH THE STATION FROM THE JUNCTION OF STH 29 AND USH 51 ON THE
 PN1169'WEST SIDE OF WAUSAU GO WEST ON STH 29 3.2 MILES TO STATION ON THE LEFT
 PN1169'IN THE CENTER OF THE MEDIAN.  THE STATION IS ABOUT 75 FEET WEST OF THE
 PN1169'CENTERLINE OF 72ND AVENUE UNDER STH 29.
 PN1169'
 PN1169'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BOMKAMP 1980---.
 PN1169'THE SURFACE DISK IS SET IN THE TOP OF A 14 INCH CYLINDRICAL CONCRETE
 PN1169'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 61.5 FEET
 PN1169'NORTH OF THE CENTERLINE OF THE EASTBOUND ROADWAY OF STH 29, 49.5 FEET
 PN1169'SOUTH OF THE CENTERLINE OF THE WESTBOUND ROADWAY OF STH 29, AND 3.0
 PN1169'FEET WEST OF A METAL WITNESS POST AND GUARDRAIL.  THE UNDERGROUND DISK
 PN1169'IS SET IN AN IRREGULAR MASS OF CONCRETE 5 FEET BELOW THE GROUND
 PN1169'SURFACE.
 PN1169'
 PN1169'REFERENCE MARK 1 IS A CHISELED CROSS IN THE TOP OF THE SOUTHMOST ONE
 PN1169'OF FOUR BOLTS SET IN THE TOP OF THE SOUTHWEST CORNER OF THE STRUCTURE
 PN1169'OVER 72ND AVENUE.  IT IS 33.5 FEET NORTH NORTHEAST OF A METAL WITNESS
 PN1169'POST, 19.5 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND ROADWAY OF
 PN1169'STH 29, AND 4.5 FEET EAST OF THE SOUTHWEST ABUTMENT OF THE WESTBOUND
 PN1169'STRUCTURE.
 PN1169'
 PN1169'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BOMKAMP RM 2 1980
 PN1169'---CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE EASTBOUND
 PN1169'STRUCTURE OVER 72ND AVENUE.  IT IS 39.0 FEET SOUTH OF A METAL WITNESS
 PN1169'POST, 20.0 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND ROADWAY OF
 PN1169'STH 29, AND 3.0 FEET WEST OF THE NORTHWEST BRIDGE ABUTMENT.
 PN1169'
 PN1169'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1105 ***********************************************************************
 ON1105  DESIGNATION -  BOMA
 ON1105  PID         -  ON1105
 ON1105  STATE/COUNTY-  WI/CRAWFORD
 ON1105  COUNTRY     -  US
 ON1105  USGS QUAD   -  MOUNT STERLING (2018)
 ON1105
 ON1105                         *CURRENT SURVEY CONTROL
 ON1105  ______________________________________________________________________
 ON1105* NAD 83(1996) POSITION- 43 21 24.45907(N) 090 59 53.59016(W)   ADJUSTED
 ON1105* NAVD 88 ORTHO HEIGHT -   362.    (meters)     1188.    (feet) SCALED
 ON1105  ______________________________________________________________________
 ON1105  GEOID HEIGHT    -        -32.300 (meters)                     GEOID18
 ON1105  LAPLACE CORR    -         -7.01  (seconds)                    DEFLEC18
 ON1105  HORZ ORDER      -  SECOND
 ON1105
 ON1105.The horizontal coordinates were established by classical geodetic methods
 ON1105.and adjusted by the National Geodetic Survey in March 1999.
 ON1105
 ON1105.The orthometric height was scaled from a topographic map.
 ON1105
 ON1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1105.GEOID18 height accuracy estimate available here.
 ON1105
 ON1105.Click photographs - Photos may exist for this station.
 ON1105
 ON1105.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1105
 ON1105. The following values were computed from the NAD 83(1996) position.
 ON1105
 ON1105;                    North         East     Units Scale Factor Converg.
 ON1105;SPC WI S     -   151,211.015   519,084.135   MT  0.99993285   -0 41 09.2
 ON1105;SPC WI S     -   496,098.14  1,703,028.53   sFT  0.99993285   -0 41 09.2
 ON1105;UTM  15      - 4,802,383.303   662,216.526   MT  0.99992370   +1 22 28.6
 ON1105
 ON1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1105!SPC WI S     -   0.99994830  x   0.99993285  =   0.99988116
 ON1105!UTM  15      -   0.99994830  x   0.99992370  =   0.99987201
 ON1105
 ON1105:                Primary Azimuth Mark                     Grid Az
 ON1105:SPC WI S     -  BOMA AZ MK                               168 27 48.4
 ON1105:UTM  15      -  BOMA AZ MK                               166 24 10.6
 ON1105
 ON1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6221602383(NAD 83)
 ON1105
 ON1105|---------------------------------------------------------------------|
 ON1105| PID    Reference Object                     Distance      Geod. Az  |
 ON1105|                                                           dddmmss.s |
 ON1105| ON1107 RISING SUN ST JAMES CATH CH         APPROX. 6.9 KM 0284629.6 |
 ON1105| ON1103 MT STERLING LUTH CH SPIRE           APPROX. 7.3 KM 1264148.7 |
 ON1105| CI9068 BOMA AZ MK                                         1674639.2 |
 ON1105| CI9069 BOMA RM 1                            12.717 METERS 29005     |
 ON1105| CI9070 BOMA RM 2                            18.760 METERS 32613     |
 ON1105|---------------------------------------------------------------------|
 ON1105
 ON1105                          SUPERSEDED SURVEY CONTROL
 ON1105
 ON1105  NAD 83(1991)-  43 21 24.45535(N)    090 59 53.59242(W) AD(       ) 2
 ON1105  NAD 83(1986)-  43 21 24.45174(N)    090 59 53.59067(W) AD(       ) 2
 ON1105  NAD 27      -  43 21 24.53540(N)    090 59 53.12930(W) AD(       ) 2
 ON1105
 ON1105.Superseded values are not recommended for survey control.
 ON1105
 ON1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1105.See file dsdata.pdf to determine how the superseded data were derived.
 ON1105
 ON1105_MARKER: DS = TRIANGULATION STATION DISK
 ON1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1105_STAMPING: BOMA 1958
 ON1105_MARK LOGO: CGS
 ON1105_PROJECTION: RECESSED 36 CENTIMETERS
 ON1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1105+STABILITY: SURFACE MOTION
 ON1105
 ON1105  HISTORY     - Date     Condition        Report By
 ON1105  HISTORY     - 1958     MONUMENTED       CGS
 ON1105
 ON1105                          STATION DESCRIPTION
 ON1105
 ON1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1105'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST AND 3-1/4 MILES
 ON1105'NORTH OF MT. STERLING, IN THE NORTHWEST 1/4 OF SEC. 8, T-10-N,
 ON1105'R-5-W, AND ON THE PROPERTY OF MR. EARNEST L. SOLBERG.  IT IS
 ON1105'143 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 41 FEET
 ON1105'EAST OF A T-FENCE CORNER, 10 FEET NORTHEAST OF A WHITE WITNESS
 ON1105'POST AND 6 FEET NORTH OF A WIRE FENCE.  THE MONUMENT IS 14
 ON1105'INCHES BELOW THE GROUND SURFACE AND THE DISK IS STAMPED
 ON1105'BOMA 1958.
 ON1105'
 ON1105'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND
 ON1105'171 IN MT. STERLING, GO NORTH ON HIGHWAY 27 FOR 3.8 MILES
 ON1105'TO A SIDE ROAD LEFT BETWEEN TWO STORES IN THE VILLAGE OF FAIRVIEW.
 ON1105'TURN LEFT AND GO WESTERLY ON A PAVED ROAD FOR 2.05 MILES TO A
 ON1105'SIDE ROAD RIGHT AND THE END OF THE PAVEMENT.  CONTINUE
 ON1105'AHEAD WEST ON THE GRAVELED ROAD FOR 0.9 MILE TO A ROAD FORK.
 ON1105'TAKE THE RIGHT FORK AND GO 0.1 MILE TO A ROAD FORK.  TAKE
 ON1105'THE RIGHT FORK AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.3
 ON1105'MILE TO THE HOME OF MR. SOLBERG ON THE RIGHT AND THE STATION
 ON1105'AS DESCRIBED.
 ON1105'
 ON1105'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE THE LEFT
 ON1105'FORK AND GO SOUTHWEST ON THE GRAVELED ROAD FOR 0.15 MILE TO THE
 ON1105'AZIMUTH MARK ON THE RIGHT.
 ON1105'
 ON1105'REFERENCE MARK 1 IS 137 FEET NORTH OF THE NORTHEAST CORNER OF
 ON1105'THE BARN, 34 FEET WEST OF A WHITE WITNESS POST, 5 FEET NORTH OF
 ON1105'THE CENTER OF A GATE AND 1 FOOT EAST OF A WIRE FENCE.  THE
 ON1105'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED BOMA NO 1
 ON1105'1958.
 ON1105'
 ON1105'REFERENCE MARK 2 IS 174 FEET NORTH OF THE NORTHEAST CORNER OF
 ON1105'THE BARN, 42 FEET NORTH OF THE CENTER OF THE GATE AND 1 FOOT
 ON1105'EAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON1105'STAMPED BOMA NO 2 1958.
 ON1105'
 ON1105'THE AZIMUTH MARK IS 103 FEET SOUTHWEST OF A TELEPHONE POLE,
 ON1105'14 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET
 ON1105'EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF A WIRE
 ON1105'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ON1105'BOMA 1958.
 ON1105'
 ON1105'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0044 ***********************************************************************
 QM0044  DESIGNATION -  BOND
 QM0044  PID         -  QM0044
 QM0044  STATE/COUNTY-  WI/OCONTO
 QM0044  COUNTRY     -  US
 QM0044  USGS QUAD   -  MOUNTAIN (2018)
 QM0044
 QM0044                         *CURRENT SURVEY CONTROL
 QM0044  ______________________________________________________________________
 QM0044* NAD 83(1991) POSITION- 45 10 27.91455(N) 088 28 04.67948(W)   ADJUSTED
 QM0044* NAVD 88 ORTHO HEIGHT -   287.118 (meters)      941.99  (feet) ADJUSTED
 QM0044  ______________________________________________________________________
 QM0044  GEOID HEIGHT    -        -35.744 (meters)                     GEOID18
 QM0044  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 QM0044  DYNAMIC HEIGHT  -        287.088 (meters)      941.89  (feet) COMP
 QM0044  MODELED GRAVITY -    980,505.9   (mgal)                       NAVD 88
 QM0044
 QM0044  HORZ ORDER      -  FIRST
 QM0044  VERT ORDER      -  FIRST     CLASS II
 QM0044
 QM0044.The horizontal coordinates were established by classical geodetic methods
 QM0044.and adjusted by the National Geodetic Survey in November 1991.
 QM0044
 QM0044.The orthometric height was determined by differential leveling and
 QM0044.adjusted by the NATIONAL GEODETIC SURVEY
 QM0044.in June 1991.
 QM0044
 QM0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0044.GEOID18 height accuracy estimate available here.
 QM0044
 QM0044.Click photographs - Photos may exist for this station.
 QM0044
 QM0044.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0044
 QM0044.The dynamic height is computed by dividing the NAVD 88
 QM0044.geopotential number by the normal gravity value computed on the
 QM0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0044.degrees latitude (g = 980.6199 gals.).
 QM0044
 QM0044.The modeled gravity was interpolated from observed gravity values.
 QM0044
 QM0044. The following values were computed from the NAD 83(1991) position.
 QM0044
 QM0044;                    North         East     Units Scale Factor Converg.
 QM0044;SPC WI C     -   150,158.031   720,416.278   MT  0.99995423   +1 04 51.5
 QM0044;SPC WI C     -   492,643.47  2,363,565.74   sFT  0.99995423   +1 04 51.5
 QM0044;UTM  16      - 5,003,374.766   384,653.407   MT  0.99976359   -1 02 28.6
 QM0044
 QM0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0044!SPC WI C     -   0.99996059  x   0.99995423  =   0.99991482
 QM0044!UTM  16      -   0.99996059  x   0.99976359  =   0.99972419
 QM0044
 QM0044:                Primary Azimuth Mark                     Grid Az
 QM0044:SPC WI C     -  SPUR                                     171 30 24.9
 QM0044:UTM  16      -  SPUR                                     173 37 45.0
 QM0044
 QM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8465303374(NAD 83)
 QM0044
 QM0044|---------------------------------------------------------------------|
 QM0044| PID    Reference Object                     Distance      Geod. Az  |
 QM0044|                                                           dddmmss.s |
 QM0044| QM0045 SPUR                                APPROX. 0.9 KM 1723516.4 |
 QM0044| QM0043 BUCK                                443.470 METERS 3244121.4 |
 QM0044|---------------------------------------------------------------------|
 QM0044
 QM0044                          SUPERSEDED SURVEY CONTROL
 QM0044
 QM0044  NAD 83(1986)-  45 10 27.92310(N)    088 28 04.71831(W) AD(       ) 1
 QM0044  NAD 27      -  45 10 27.97100(N)    088 28 04.31700(W) AD(       ) 1
 QM0044  USSD        -  45 10 28.07000(N)    088 28 04.12100(W) AD(       ) 3
 QM0044  NGVD 29 (??/??/92)  287.120  (m)          941.99   (f) ADJ UNCH    1 2
 QM0044  NGVD 29             287.12   (m)          942.0    (f) LEVELING    3  
 QM0044
 QM0044.Superseded values are not recommended for survey control.
 QM0044
 QM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0044.See file dsdata.pdf to determine how the superseded data were derived.
 QM0044
 QM0044_MARKER: DS = TRIANGULATION STATION DISK
 QM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0044_STAMPING: BOND 1921
 QM0044_MARK LOGO: CGS
 QM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0044+STABILITY: SURFACE MOTION
 QM0044
 QM0044  HISTORY     - Date     Condition        Report By
 QM0044  HISTORY     - 1921     MONUMENTED       CGS
 QM0044  HISTORY     - 1922     GOOD             CGS
 QM0044  HISTORY     - 1934     GOOD             CGS
 QM0044  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0044  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0044
 QM0044                          STATION DESCRIPTION
 QM0044
 QM0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0044'STATION IS ABOUT 3/4 MILE S OF MOUNTAIN, 55 METERS S OF RAILROAD
 QM0044'CULVERT NO. N 59, 10.29 METERS (33.765 FEET) E OF THE E RAIL
 QM0044'OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 QM0044'
 QM0044'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0044'DISKS SET IN CONCRETE.
 QM0044'
 QM0044'THE UNDERGROUND MARK IS 36 INCHES DEEP.
 QM0044
 QM0044                          STATION RECOVERY (1922)
 QM0044
 QM0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0044'0.8 MI S FROM MOUNTAIN.
 QM0044'ABOUT 3/4 MILE SOUTH OF MOUNTAIN, 55 METERS SOUTH OF RAILROAD
 QM0044'CULVERT N59, 10.29 METERS (33.765 FEET) EAST OF THE EAST RAIL OF
 QM0044'THE C. AND N.W. RY.
 QM0044
 QM0044                          STATION RECOVERY (1934)
 QM0044
 QM0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0044'RECOVERED IN GOOD CONDITION.
 QM0044
 QM0044                          STATION RECOVERY (1973)
 QM0044
 QM0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (GS)
 QM0044'MARK THOUROUGHLY SEARCHED FOR.  VERY HEAVY BRUSH AND FERNS.
 QM0044'POSSIBLY IS OKAY BUT DIFFICULT TO LOCATE.
 QM0044
 QM0044                          STATION RECOVERY (1985)
 QM0044
 QM0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8307 ***********************************************************************
 DP8307  DESIGNATION -  BONDUEL GPS
 DP8307  PID         -  DP8307
 DP8307  STATE/COUNTY-  WI/SHAWANO
 DP8307  COUNTRY     -  US
 DP8307  USGS QUAD   -  CECIL (2018)
 DP8307
 DP8307                         *CURRENT SURVEY CONTROL
 DP8307  ______________________________________________________________________
 DP8307* NAD 83(2011) POSITION- 44 45 33.47357(N) 088 26 48.46935(W)   ADJUSTED
 DP8307* NAD 83(2011) ELLIP HT-   256.736 (meters)        (04/14/17)   ADJUSTED
 DP8307* NAD 83(2011) EPOCH   -  2010.00
 DP8307* NAVD 88 ORTHO HEIGHT -   292.960 (meters)      961.15  (feet) ADJUSTED
 DP8307  ______________________________________________________________________
 DP8307  GEOID HEIGHT    -        -36.224 (meters)                     GEOID18
 DP8307  NAD 83(2011) X  -    122,966.681 (meters)                     COMP
 DP8307  NAD 83(2011) Y  - -4,534,981.006 (meters)                     COMP
 DP8307  NAD 83(2011) Z  -  4,468,575.075 (meters)                     COMP
 DP8307  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 DP8307  DYNAMIC HEIGHT  -        292.924 (meters)      961.03  (feet) COMP
 DP8307  MODELED GRAVITY -    980,487.4   (mgal)                       NAVD 88
 DP8307
 DP8307  VERT ORDER      -  SECOND    CLASS I
 DP8307
 DP8307  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8307  Standards:
 DP8307         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8307            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8307  -------------------------------------------------------------------
 DP8307  NETWORK    0.48   0.57           0.21   0.18   0.29      0.08768525
 DP8307  -------------------------------------------------------------------
 DP8307  Click here for local accuracies and other accuracy information.
 DP8307
 DP8307.The horizontal coordinates were established by GPS observations
 DP8307.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8307
 DP8307.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8307.been affixed to the stable North American tectonic plate. See 
 DP8307.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8307
 DP8307.The horizontal coordinates are valid at the epoch date displayed above
 DP8307.which is a decimal equivalence of Year/Month/Day.
 DP8307
 DP8307.The orthometric height was determined by differential leveling and
 DP8307.adjusted by the NATIONAL GEODETIC SURVEY
 DP8307.in February 2017.
 DP8307
 DP8307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8307.GEOID18 height accuracy estimate available here.
 DP8307
 DP8307.Click photographs - Photos may exist for this station.
 DP8307
 DP8307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8307
 DP8307.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8307
 DP8307.The ellipsoidal height was determined by GPS observations
 DP8307.and is referenced to NAD 83.
 DP8307
 DP8307.The dynamic height is computed by dividing the NAVD 88
 DP8307.geopotential number by the normal gravity value computed on the
 DP8307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8307.degrees latitude (g = 980.6199 gals.).
 DP8307
 DP8307.The modeled gravity was interpolated from observed gravity values.
 DP8307
 DP8307. The following values were computed from the NAD 83(2011) position.
 DP8307
 DP8307;                    North         East     Units Scale Factor Converg.
 DP8307;SPC WI C     -   104,067.623   722,962.266   MT  0.99994278   +1 05 45.3
 DP8307;SPC WI C     -   341,428.53  2,371,918.70   sFT  0.99994278   +1 05 45.3
 DP8307;UTM  16      - 4,957,230.133   385,493.720   MT  0.99976123   -1 01 07.8
 DP8307
 DP8307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8307!SPC WI C     -   0.99995975  x   0.99994278  =   0.99990253
 DP8307!UTM  16      -   0.99995975  x   0.99976123  =   0.99972099
 DP8307
 DP8307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8549357230(NAD 83)
 DP8307
 DP8307                          SUPERSEDED SURVEY CONTROL
 DP8307
 DP8307.No superseded survey control is available for this station.
 DP8307
 DP8307_MARKER: DD = SURVEY DISK
 DP8307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8307_STAMPING: BONDUEL GPS 2012
 DP8307_MARK LOGO: WIDT
 DP8307_PROJECTION: PROJECTING 8 CENTIMETERS
 DP8307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8307+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 DP8307
 DP8307  HISTORY     - Date     Condition        Report By
 DP8307  HISTORY     - 2012     MONUMENTED       WIDT
 DP8307  HISTORY     - 20141027 GOOD             WIDT
 DP8307
 DP8307                          STATION DESCRIPTION
 DP8307
 DP8307'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8307'HE STATION IS APPROXIMATELY 7.6 MI (12.2 KM) EAST-SOUTHEAST OF
 DP8307'SHAWANO, 3.4 MI (5.5 KM) SOUTH OF CECIL AND 1.4 MI (2.3 KM) NORTH OF
 DP8307'BONDUEL.
 DP8307'
 DP8307'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117 WITH
 DP8307'COUNTY HIGHWAY BE IN THE CITY OF BONDUEL, GO NORTH ON STATE HIGHWAY
 DP8307'117 FOR 1.35 MI (2.2 KM) TO THE STATION ON THE RIGHT.
 DP8307'
 DP8307'THE STATION IS 22.3 M (73.2 FT) EAST OF THE CENTERLINE OF STATE
 DP8307'HIGHWAY 117, 0.45 MI (0.7 KM) SOUTH OF TOWN LINE ROAD, 46.5 M (152.6
 DP8307'FT) SOUTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY -N4785-, 22.4 M
 DP8307'(73.5 FT) NORTH-NORTHWEST OF A RIGHT-OF-WAY POST, 8.3 M (27.2 FT)
 DP8307'NORTHWEST OF A UTILITY JUNCTION BOX AND LOCATED IN THE CENTER OF A
 DP8307'TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP8307'
 DP8307'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8307'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8307'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8307'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8307'1.8 M (5.9 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9076 ***********************************************************************
 AC9076  DESIGNATION -  BONE LAKE W 413
 AC9076  PID         -  AC9076
 AC9076  STATE/COUNTY-  WI/POLK
 AC9076  COUNTRY     -  US
 AC9076  USGS QUAD   -  LUCK (2018)
 AC9076
 AC9076                         *CURRENT SURVEY CONTROL
 AC9076  ______________________________________________________________________
 AC9076* NAD 83(2011) POSITION- 45 34 58.33788(N) 092 23 03.16535(W)   ADJUSTED
 AC9076* NAD 83(2011) ELLIP HT-   350.145 (meters)        (06/27/12)   ADJUSTED
 AC9076* NAD 83(2011) EPOCH   -  2010.00
 AC9076* NAVD 88 ORTHO HEIGHT -   378.034 (meters)     1240.27  (feet) ADJUSTED
 AC9076  ______________________________________________________________________
 AC9076  GEOID HEIGHT    -        -27.892 (meters)                     GEOID18
 AC9076  NAD 83(2011) X  -   -186,028.376 (meters)                     COMP
 AC9076  NAD 83(2011) Y  - -4,467,927.051 (meters)                     COMP
 AC9076  NAD 83(2011) Z  -  4,533,170.307 (meters)                     COMP
 AC9076  LAPLACE CORR    -        -12.30  (seconds)                    DEFLEC18
 AC9076  DYNAMIC HEIGHT  -        378.030 (meters)     1240.25  (feet) COMP
 AC9076  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 AC9076
 AC9076  VERT ORDER      -  SECOND    CLASS I
 AC9076
 AC9076  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9076  Standards:
 AC9076         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9076            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9076  -------------------------------------------------------------------
 AC9076  NETWORK    0.42   0.71           0.19   0.15   0.36      0.01825767
 AC9076  -------------------------------------------------------------------
 AC9076  Click here for local accuracies and other accuracy information.
 AC9076
 AC9076.The horizontal coordinates were established by GPS observations
 AC9076.and adjusted by the National Geodetic Survey in June 2012.
 AC9076
 AC9076.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9076.been affixed to the stable North American tectonic plate. See 
 AC9076.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9076
 AC9076.The horizontal coordinates are valid at the epoch date displayed above
 AC9076.which is a decimal equivalence of Year/Month/Day.
 AC9076
 AC9076.The orthometric height was determined by differential leveling and
 AC9076.adjusted by the WI DEPT OF TRANSP
 AC9076.in May 2012.
 AC9076
 AC9076.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9076.GEOID18 height accuracy estimate available here.
 AC9076
 AC9076.Click photographs - Photos may exist for this station.
 AC9076
 AC9076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9076
 AC9076.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9076
 AC9076.The ellipsoidal height was determined by GPS observations
 AC9076.and is referenced to NAD 83.
 AC9076
 AC9076.The dynamic height is computed by dividing the NAVD 88
 AC9076.geopotential number by the normal gravity value computed on the
 AC9076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9076.degrees latitude (g = 980.6199 gals.).
 AC9076
 AC9076.The modeled gravity was interpolated from observed gravity values.
 AC9076
 AC9076. The following values were computed from the NAD 83(2011) position.
 AC9076
 AC9076;                    North         East     Units Scale Factor Converg.
 AC9076;SPC WI C     -   197,147.585   413,951.724   MT  1.00001684   -1 40 56.1
 AC9076;SPC WI C     -   646,808.37  1,358,106.61   sFT  1.00001684   -1 40 56.1
 AC9076;UTM  15      - 5,047,887.759   548,038.855   MT  0.99962837   +0 26 23.4
 AC9076
 AC9076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9076!SPC WI C     -   0.99994511  x   1.00001684  =   0.99996195
 AC9076!UTM  15      -   0.99994511  x   0.99962837  =   0.99957350
 AC9076
 AC9076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4803847887(NAD 83)
 AC9076
 AC9076                          SUPERSEDED SURVEY CONTROL
 AC9076
 AC9076  NAD 83(2007)-  45 34 58.33777(N)    092 23 03.16588(W) AD(2002.00) 0
 AC9076  ELLIP H (02/10/07)  350.180  (m)                       GP(2002.00)    
 AC9076  NAD 83(1997)-  45 34 58.33800(N)    092 23 03.16657(W) AD(       ) 1
 AC9076  ELLIP H (09/30/02)  350.207  (m)                       GP(       ) 2 1
 AC9076  NAD 83(1991)-  45 34 58.33761(N)    092 23 03.16482(W) AD(       ) 1
 AC9076  ELLIP H (06/10/97)  350.226  (m)                       GP(       ) 2 1
 AC9076  NAVD 88             378.03   (m)         1240.3    (f) LEVELING    3  
 AC9076  NAVD 88 (06/10/97)  378.0    (m)  GEOID96  model used  GPS OBS        
 AC9076
 AC9076.Superseded values are not recommended for survey control.
 AC9076
 AC9076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9076.See file dsdata.pdf to determine how the superseded data were derived.
 AC9076
 AC9076_MARKER: DD = SURVEY DISK
 AC9076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9076_STAMPING: BONE LAKE W. 413 1995
 AC9076_MARK LOGO: WI-095
 AC9076_PROJECTION: FLUSH
 AC9076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9076+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2010
 AC9076
 AC9076  HISTORY     - Date     Condition        Report By
 AC9076  HISTORY     - 1995     MONUMENTED       WI-095
 AC9076  HISTORY     - 20051102 GOOD             WIDT
 AC9076  HISTORY     - 20100818 GOOD             WIDT
 AC9076
 AC9076                          STATION DESCRIPTION
 AC9076
 AC9076'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9076'THE STATION IS LOCATED 5.1 MI (8.2 KM) EAST OF THE VILLAGE OF LUCK,
 AC9076'WISCONSIN IN THE SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTION 20,
 AC9076'T.36N., R.16W., 4TH P.M.  TOWN OF BONE LAKE, POLK COUNTY.  TO REACH
 AC9076'THE STATION, BEGIN AT THE INTERSECTION OF STATE HIGHWAY 35 AND STATE
 AC9076'HIGHWAY 48, GO EAST 5.1 MI (8.2 KM) TO THE STATION.  THE STATION IS
 AC9076'LOCATED 38.5 FEET (11.7 M) NORTH OF CENTERLINE OF STATE HIGHWAY 48, 20
 AC9076'FEET (6.1 M) EAST OF CENTERLINE DRIVE TO NORTH (FIRE NO.  1091 BONE
 AC9076'LAKE) , 545 FEET (166.1 M) EAST OF COUNTY HIGHWAY I. THE STATION IS A
 AC9076'BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP
 AC9076'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST
 AC9076'IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9076
 AC9076                          STATION RECOVERY (2005)
 AC9076
 AC9076'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9076'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 4.2 M SOUTHWEST OF
 AC9076'THE TOP CENTER OF A TELEPHONE PEDESTAL AND 1.0 M NORTH, 1.0 M
 AC9076'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9076'POSTS.
 AC9076
 AC9076                          STATION RECOVERY (2010)
 AC9076
 AC9076'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AC9076'RECOVERED IN GOOD CONDITION.
 AC9076'
 AC9076'NOTE-PLASTIC WITNESS POST HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0051 ***********************************************************************
 QM0051  DESIGNATION -  BONITA
 QM0051  PID         -  QM0051
 QM0051  STATE/COUNTY-  WI/OCONTO
 QM0051  COUNTRY     -  US
 QM0051  USGS QUAD   -  BREED (2018)
 QM0051
 QM0051                         *CURRENT SURVEY CONTROL
 QM0051  ______________________________________________________________________
 QM0051* NAD 83(1991) POSITION- 45 07 07.49068(N) 088 27 34.93886(W)   ADJUSTED
 QM0051* NAVD 88 ORTHO HEIGHT -   266.816 (meters)      875.38  (feet) ADJUSTED
 QM0051  ______________________________________________________________________
 QM0051  GEOID HEIGHT    -        -35.866 (meters)                     GEOID18
 QM0051  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 QM0051  DYNAMIC HEIGHT  -        266.789 (meters)      875.29  (feet) COMP
 QM0051  MODELED GRAVITY -    980,508.2   (mgal)                       NAVD 88
 QM0051
 QM0051  HORZ ORDER      -  FIRST
 QM0051  VERT ORDER      -  FIRST     CLASS II
 QM0051
 QM0051.The horizontal coordinates were established by classical geodetic methods
 QM0051.and adjusted by the National Geodetic Survey in November 1991.
 QM0051
 QM0051.The orthometric height was determined by differential leveling and
 QM0051.adjusted by the NATIONAL GEODETIC SURVEY
 QM0051.in June 1991.
 QM0051
 QM0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0051.GEOID18 height accuracy estimate available here.
 QM0051
 QM0051.Click photographs - Photos may exist for this station.
 QM0051
 QM0051.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0051
 QM0051.The dynamic height is computed by dividing the NAVD 88
 QM0051.geopotential number by the normal gravity value computed on the
 QM0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0051.degrees latitude (g = 980.6199 gals.).
 QM0051
 QM0051.The modeled gravity was interpolated from observed gravity values.
 QM0051
 QM0051. The following values were computed from the NAD 83(1991) position.
 QM0051
 QM0051;                    North         East     Units Scale Factor Converg.
 QM0051;SPC WI C     -   143,984.493   721,182.877   MT  0.99994965   +1 05 12.5
 QM0051;SPC WI C     -   472,389.12  2,366,080.82   sFT  0.99994965   +1 05 12.5
 QM0051;UTM  16      - 4,997,178.251   385,190.818   MT  0.99976207   -1 02 03.9
 QM0051
 QM0051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0051!SPC WI C     -   0.99996379  x   0.99994965  =   0.99991344
 QM0051!UTM  16      -   0.99996379  x   0.99976207  =   0.99972587
 QM0051
 QM0051:                Primary Azimuth Mark                     Grid Az
 QM0051:SPC WI C     -  DEER                                     166 36 22.0
 QM0051:UTM  16      -  DEER                                     168 43 38.4
 QM0051
 QM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8519097178(NAD 83)
 QM0051
 QM0051|---------------------------------------------------------------------|
 QM0051| PID    Reference Object                     Distance      Geod. Az  |
 QM0051|                                                           dddmmss.s |
 QM0051| QM0052 DEER                                APPROX. 2.8 KM 1674134.5 |
 QM0051|---------------------------------------------------------------------|
 QM0051
 QM0051                          SUPERSEDED SURVEY CONTROL
 QM0051
 QM0051  NAD 83(1986)-  45 07 07.50125(N)    088 27 34.98365(W) AD(       ) 1
 QM0051  NAD 27      -  45 07 07.54800(N)    088 27 34.58600(W) AD(       ) 1
 QM0051  USSD        -  45 07 07.65200(N)    088 27 34.39500(W) AD(       ) 3
 QM0051  NGVD 29 (??/??/92)  266.819  (m)          875.39   (f) ADJ UNCH    1 2
 QM0051  NGVD 29             266.82   (m)          875.4    (f) LEVELING    3  
 QM0051
 QM0051.Superseded values are not recommended for survey control.
 QM0051
 QM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0051.See file dsdata.pdf to determine how the superseded data were derived.
 QM0051
 QM0051_MARKER: DS = TRIANGULATION STATION DISK
 QM0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0051_STAMPING: BONITA 1921
 QM0051_MARK LOGO: CGS
 QM0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0051+STABILITY: SURFACE MOTION
 QM0051
 QM0051  HISTORY     - Date     Condition        Report By
 QM0051  HISTORY     - 1921     MONUMENTED       CGS
 QM0051  HISTORY     - 1922     GOOD             CGS
 QM0051  HISTORY     - 1928     GOOD             CGS
 QM0051  HISTORY     - 1934     POOR             CGS
 QM0051  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0051
 QM0051                          STATION DESCRIPTION
 QM0051
 QM0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0051'STATION IS ABOUT 5 METERS S OF THE DEPOT PLATFORM AT BONITA
 QM0051'ON THE W SIDE OF THE CHICAGO AND NORTHWESTERN RAILWAY, 7
 QM0051'METERS W OF CULVERT NO. 43, 3.53 METERS (11.58 FEET) W OF
 QM0051'THE W RAIL.
 QM0051'
 QM0051'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0051'DISKS SET IN CONCRETE.
 QM0051
 QM0051                          STATION RECOVERY (1922)
 QM0051
 QM0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0051'IN BONITA.
 QM0051'ABOUT 5 METERS SOUTH OF THE DEPOT PLATFORM AT BONITA ON THE
 QM0051'WEST SIDE OF THE C. AND N.W. RAILROAD, 7 METERS NORTH OF
 QM0051'CULVERT 43, 3.53 METERS (11.58 FEET) WEST OF THE WEST RAIL.
 QM0051
 QM0051                          STATION RECOVERY (1928)
 QM0051
 QM0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 QM0051'MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 QM0051
 QM0051                          STATION RECOVERY (1934)
 QM0051
 QM0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0051'MARK RECOVERED IN POOR CONDITION.
 QM0051
 QM0051                          STATION RECOVERY (1985)
 QM0051
 QM0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0051'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5441 ***********************************************************************
 DN5441  DESIGNATION -  BONNER LK 1
 DN5441  PID         -  DN5441
 DN5441  STATE/COUNTY-  WI/BURNETT
 DN5441  COUNTRY     -  US
 DN5441  USGS QUAD   -  BIRCH ISLAND LAKE (2018)
 DN5441
 DN5441                         *CURRENT SURVEY CONTROL
 DN5441  ______________________________________________________________________
 DN5441* NAD 83(1986) POSITION- 45 56 25.8    (N) 092 10 12.1    (W)   HD_HELD2
 DN5441* NAVD 88 ORTHO HEIGHT -   307.872 (meters)     1010.08  (feet) ADJUSTED
 DN5441  ______________________________________________________________________
 DN5441  GEOID HEIGHT    -        -26.883 (meters)                     GEOID18
 DN5441  DYNAMIC HEIGHT  -        307.896 (meters)     1010.16  (feet) COMP
 DN5441  MODELED GRAVITY -    980,685.8   (mgal)                       NAVD 88
 DN5441
 DN5441  VERT ORDER      -  SECOND    CLASS I
 DN5441
 DN5441.The horizontal coordinates were established by autonomous hand held GPS
 DN5441.observations and have an estimated accuracy of +/- 10 meters.
 DN5441
 DN5441.The orthometric height was determined by differential leveling and
 DN5441.adjusted by the WI DEPT OF TRANSP
 DN5441.in May 2012.
 DN5441
 DN5441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5441.GEOID18 height accuracy estimate available here.
 DN5441
 DN5441.Click photographs - Photos may exist for this station.
 DN5441
 DN5441.The dynamic height is computed by dividing the NAVD 88
 DN5441.geopotential number by the normal gravity value computed on the
 DN5441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5441.degrees latitude (g = 980.6199 gals.).
 DN5441
 DN5441.The modeled gravity was interpolated from observed gravity values.
 DN5441
 DN5441;                    North         East    Units  Estimated Accuracy
 DN5441;SPC WI N     -    88,305.      431,751.      MT  (+/- 10 meters HH2 GPS)
 DN5441
 DN5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6433587771(NAD 83)
 DN5441
 DN5441                          SUPERSEDED SURVEY CONTROL
 DN5441
 DN5441.No superseded survey control is available for this station.
 DN5441
 DN5441_MARKER: DB = BENCH MARK DISK
 DN5441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5441_STAMPING: BONNER LK 1 2010
 DN5441_MARK LOGO: WI-013
 DN5441_PROJECTION: FLUSH
 DN5441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5441+STABILITY: SURFACE MOTION
 DN5441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5441+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5441
 DN5441  HISTORY     - Date     Condition        Report By
 DN5441  HISTORY     - 2010     MONUMENTED       WI-013
 DN5441  HISTORY     - 20110214 GOOD             GEOSPC
 DN5441
 DN5441                          STATION DESCRIPTION
 DN5441
 DN5441'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5441'THE STATION IS LOCATED 10.5 MI (16.9 KM) NORTHEAST OF WEBSTER, WI.
 DN5441'
 DN5441'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DN5441'HIGHWAY A, GO EAST ON COUNTY HIGHWAY A FOR 2.0 MI (3.2 KM) TO KILKARE
 DN5441'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON KILKARE ROAD FOR 0.25 MI
 DN5441'(0.4 KM) TO BONNER LAKE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST
 DN5441'THEN NORTH ON BONNER LAKE ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON
 DN5441'THE LEFT.
 DN5441'
 DN5441'THE STATION IS LOCATED 27 FT (8.2 M) NORTH OF CENTER OF BONE LAKE
 DN5441'PUBLIC ACCESS ROAD, 65 FT (19.8 M) WEST OF EDGE OF PAVEMENT OF BONNER
 DN5441'LAKE ROAD AND 90 FT (27.4 M) SOUTHWEST OF METAL SIGN POST O'KEEFE CT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1037 ***********************************************************************
 OM1037  DESIGNATION -  BONNET
 OM1037  PID         -  OM1037
 OM1037  STATE/COUNTY-  WI/COLUMBIA
 OM1037  COUNTRY     -  US
 OM1037  USGS QUAD   -  RIO (2018)
 OM1037
 OM1037                         *CURRENT SURVEY CONTROL
 OM1037  ______________________________________________________________________
 OM1037* NAD 83(1991) POSITION- 43 24 46.06526(N) 089 14 02.81895(W)   ADJUSTED
 OM1037* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 OM1037  ______________________________________________________________________
 OM1037  GEOID HEIGHT    -        -35.186 (meters)                     GEOID18
 OM1037  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 OM1037  HORZ ORDER      -  SECOND
 OM1037
 OM1037.The horizontal coordinates were established by classical geodetic methods
 OM1037.and adjusted by the National Geodetic Survey in November 1991.
 OM1037
 OM1037.The orthometric height was scaled from a topographic map.
 OM1037
 OM1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1037.GEOID18 height accuracy estimate available here.
 OM1037
 OM1037.Click photographs - Photos may exist for this station.
 OM1037
 OM1037.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1037
 OM1037. The following values were computed from the NAD 83(1991) position.
 OM1037
 OM1037;                    North         East     Units Scale Factor Converg.
 OM1037;SPC WI S     -   157,232.924   662,026.145   MT  0.99993257   +0 31 34.5
 OM1037;SPC WI S     -   515,855.02  2,171,997.44   sFT  0.99993257   +0 31 34.5
 OM1037;UTM  16      - 4,809,080.933   319,122.015   MT  1.00000246   -1 32 08.9
 OM1037
 OM1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1037!SPC WI S     -   0.99995440  x   0.99993257  =   0.99988698
 OM1037!UTM  16      -   0.99995440  x   1.00000246  =   0.99995686
 OM1037
 OM1037:                Primary Azimuth Mark                     Grid Az
 OM1037:SPC WI S     -  BONNET AZ MK                             272 28 26.5
 OM1037:UTM  16      -  BONNET AZ MK                             274 32 09.9
 OM1037
 OM1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1912209080(NAD 83)
 OM1037
 OM1037|---------------------------------------------------------------------|
 OM1037| PID    Reference Object                     Distance      Geod. Az  |
 OM1037|                                                           dddmmss.s |
 OM1037| CI9073 BONNET RM 1                          25.824 METERS 04827     |
 OM1037| OM1035 DOYLESTOWN ST PATRICKS CHURCH       APPROX. 6.9 KM 0771126.1 |
 OM1037| OM1061 SUN PRAIRIE MICROWAVE TOWER         APPROX.25.5 KM 1833726.7 |
 OM1037| CI9074 BONNET RM 2                          26.258 METERS 26842     |
 OM1037| CI9072 BONNET AZ MK                                       2730001.0 |
 OM1037| OM1036 RIO MUNICIPAL TANK                  APPROX. 3.6 KM 3480051.8 |
 OM1037|---------------------------------------------------------------------|
 OM1037
 OM1037                          SUPERSEDED SURVEY CONTROL
 OM1037
 OM1037  NAD 83(1986)-  43 24 46.05772(N)    089 14 02.82486(W) AD(       ) 2
 OM1037  NAD 27      -  43 24 46.10750(N)    089 14 02.40860(W) AD(       ) 2
 OM1037
 OM1037.Superseded values are not recommended for survey control.
 OM1037
 OM1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1037.See file dsdata.pdf to determine how the superseded data were derived.
 OM1037
 OM1037_MARKER: DS = TRIANGULATION STATION DISK
 OM1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1037_STAMPING: BONNET 1958
 OM1037_MARK LOGO: CGS
 OM1037_PROJECTION: FLUSH
 OM1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1037+STABILITY: SURFACE MOTION
 OM1037
 OM1037  HISTORY     - Date     Condition        Report By
 OM1037  HISTORY     - 1958     MONUMENTED       CGS
 OM1037  HISTORY     - 19940815 MARK NOT FOUND   USPSQD
 OM1037
 OM1037                          STATION DESCRIPTION
 OM1037
 OM1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1037'THE STATION IS ABOUT 7 MILES SOUTHEAST OF WYOCENA, ABOUT
 OM1037'2-1/2 MILES SOUTH OF RIO AND ON ROAD RIGHT-OF-WAY.  IT IS
 OM1037'57 FEET SOUTH OF A GATE TO THE BONNET CEMETERY, 22 FEET
 OM1037'SOUTH OF THE CENTERLINE OF A PAVED ROAD, 8 FEET NORTHEAST
 OM1037'OF A WHITE WITNESS POST AND 7 FEET NORTH OF A FENCE.  THE
 OM1037'MONUMENT IS FLUSH AND THE DISK IS STAMPED BONNET 1958.
 OM1037'
 OM1037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 AND
 OM1037'COUNTY ROAD B AT THE SOUTH EDGE OF RIO, GO SOUTHEAST ON
 OM1037'HIGHWAY 16 FOR 0.85 MILE TO A PAVED CROSSROAD AND THE BONNET
 OM1037'PRAIRIE CHURCH IN THE SOUTHEAST ANGLE.  TURN RIGHT AND GO
 OM1037'WEST FOR 0.45 MILE TO THE BONNET CEMETERY ON THE RIGHT AND
 OM1037'THE STATION ON THE LEFT AS DESCRIBED.
 OM1037'
 OM1037'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 OM1037'PAVED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 OM1037'DESCRIBED.
 OM1037'
 OM1037'REFERENCE MARK 1 IS 53 FEET EAST OF THE GATE, 32 FEET NORTH
 OM1037'OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF A FENCE.
 OM1037'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BONNET NO 1 1958.
 OM1037'
 OM1037'REFERENCE MARK 2 IS 22 FEET SOUTH OF THE CENTERLINE OF THE
 OM1037'ROAD AND 5 FEET NORTH OF THE FENCE.  THE MONUMENT IS FLUSH
 OM1037'AND THE DISK IS STAMPED BONNET NO 2 1958.
 OM1037'
 OM1037'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTERLINE OF THE
 OM1037'PAVED ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT
 OM1037'SOUTH OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 OM1037'DISK IS STAMPED BONNET 1958.
 OM1037'
 OM1037'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 OM1037
 OM1037                          STATION RECOVERY (1994)
 OM1037
 OM1037'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM1037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0038 ***********************************************************************
 QM0038  DESIGNATION -  BOONE
 QM0038  PID         -  QM0038
 QM0038  STATE/COUNTY-  WI/OCONTO
 QM0038  COUNTRY     -  US
 QM0038  USGS QUAD   -  MOUNTAIN (2018)
 QM0038
 QM0038                         *CURRENT SURVEY CONTROL
 QM0038  ______________________________________________________________________
 QM0038* NAD 83(1991) POSITION- 45 12 36.41737(N) 088 29 42.58184(W)   ADJUSTED
 QM0038* NAVD 88 ORTHO HEIGHT -   336.277 (meters)     1103.27  (feet) ADJUSTED
 QM0038  ______________________________________________________________________
 QM0038  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 QM0038  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 QM0038  DYNAMIC HEIGHT  -        336.240 (meters)     1103.15  (feet) COMP
 QM0038  MODELED GRAVITY -    980,498.5   (mgal)                       NAVD 88
 QM0038
 QM0038  HORZ ORDER      -  FIRST
 QM0038  VERT ORDER      -  FIRST     CLASS II
 QM0038
 QM0038.The horizontal coordinates were established by classical geodetic methods
 QM0038.and adjusted by the National Geodetic Survey in November 1991.
 QM0038
 QM0038.The orthometric height was determined by differential leveling and
 QM0038.adjusted by the NATIONAL GEODETIC SURVEY
 QM0038.in June 1991.
 QM0038
 QM0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0038.GEOID18 height accuracy estimate available here.
 QM0038
 QM0038.Click photographs - Photos may exist for this station.
 QM0038
 QM0038.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0038
 QM0038.The dynamic height is computed by dividing the NAVD 88
 QM0038.geopotential number by the normal gravity value computed on the
 QM0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0038.degrees latitude (g = 980.6199 gals.).
 QM0038
 QM0038.The modeled gravity was interpolated from observed gravity values.
 QM0038
 QM0038. The following values were computed from the NAD 83(1991) position.
 QM0038
 QM0038;                    North         East     Units Scale Factor Converg.
 QM0038;SPC WI C     -   154,084.214   718,205.511   MT  0.99995767   +1 03 42.4
 QM0038;SPC WI C     -   505,524.63  2,356,312.58   sFT  0.99995767   +1 03 42.4
 QM0038;UTM  16      - 5,007,379.380   382,589.967   MT  0.99976950   -1 03 40.4
 QM0038
 QM0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0038!SPC WI C     -   0.99995286  x   0.99995767  =   0.99991054
 QM0038!UTM  16      -   0.99995286  x   0.99976950  =   0.99972238
 QM0038
 QM0038:                Primary Azimuth Mark                     Grid Az
 QM0038:SPC WI C     -  IDA                                      160 05 05.8
 QM0038:UTM  16      -  IDA                                      162 12 28.6
 QM0038
 QM0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8258907379(NAD 83)
 QM0038
 QM0038|---------------------------------------------------------------------|
 QM0038| PID    Reference Object                     Distance      Geod. Az  |
 QM0038|                                                           dddmmss.s |
 QM0038| QM0039 IDA                                 APPROX. 1.0 KM 1610848.2 |
 QM0038|---------------------------------------------------------------------|
 QM0038
 QM0038                          SUPERSEDED SURVEY CONTROL
 QM0038
 QM0038  NAD 83(1986)-  45 12 36.42551(N)    088 29 42.61922(W) AD(       ) 1
 QM0038  NAD 27      -  45 12 36.53500(N)    088 29 42.24400(W) AD(       ) 1
 QM0038  USSD        -  45 12 36.63100(N)    088 29 42.04300(W) AD(       ) 3
 QM0038  NGVD 29 (??/??/92)  336.275  (m)         1103.26   (f) ADJ UNCH    1 2
 QM0038  NGVD 29             336.27   (m)         1103.2    (f) LEVELING    3  
 QM0038
 QM0038.Superseded values are not recommended for survey control.
 QM0038
 QM0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0038.See file dsdata.pdf to determine how the superseded data were derived.
 QM0038
 QM0038_MARKER: DS = TRIANGULATION STATION DISK
 QM0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0038_STAMPING: BOONE 1921
 QM0038_MARK LOGO: CGS
 QM0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0038+STABILITY: SURFACE MOTION
 QM0038
 QM0038  HISTORY     - Date     Condition        Report By
 QM0038  HISTORY     - 1921     MONUMENTED       CGS
 QM0038  HISTORY     - 1922     GOOD             CGS
 QM0038  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0038
 QM0038                          STATION DESCRIPTION
 QM0038
 QM0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0038'STATION IS ABOUT 2 MILES N OF MOUNTAIN, 3 METERS N OF NE
 QM0038'CORNER OF LARGE OVERHEAD BRIDGE NO. N54, 18.34 METERS (60.185
 QM0038'FEET) E OF THE E RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY,
 QM0038'THIS DISTANCE BEING MEASURED ALONG A SLOPE OF 30 DEG.
 QM0038'
 QM0038'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0038'DISKS SET IN CONCRETE.
 QM0038'
 QM0038'THE UNDERGROUND MARK IS 30 INCHES DEEP.
 QM0038
 QM0038                          STATION RECOVERY (1922)
 QM0038
 QM0038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0038'2 MI N FROM MOUNTAIN.
 QM0038'ABOUT 2 MILES NORTH OF MOUNTAIN, 3 METERS NORTH OF NORTHEAST
 QM0038'CORNER OF LARGE OVERHEAD BRIDGE N54, 18.34 METERS (60.185
 QM0038'FEET) EAST OF THE EAST RAIL OF THE C. AND N.W. RY., THIS DISTANCE
 QM0038'BEING MEASURED ALONG A SLOPE OF 30 DEG.
 QM0038
 QM0038                          STATION RECOVERY (1985)
 QM0038
 QM0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6224 ***********************************************************************
 DO6224  DESIGNATION -  BOOT LAKE GPS
 DO6224  PID         -  DO6224
 DO6224  STATE/COUNTY-  WI/IRON
 DO6224  COUNTRY     -  US
 DO6224  USGS QUAD   -  WILSON LAKE (2018)
 DO6224
 DO6224                         *CURRENT SURVEY CONTROL
 DO6224  ______________________________________________________________________
 DO6224* NAD 83(2011) POSITION- 46 02 55.59289(N) 090 03 16.86027(W)   ADJUSTED
 DO6224* NAD 83(2011) ELLIP HT-   457.324 (meters)        (05/27/14)   ADJUSTED
 DO6224* NAD 83(2011) EPOCH   -  2010.00
 DO6224* NAVD 88 ORTHO HEIGHT -   488.093 (meters)     1601.35  (feet) ADJUSTED
 DO6224  ______________________________________________________________________
 DO6224  GEOID HEIGHT    -        -30.776 (meters)                     GEOID18
 DO6224  NAD 83(2011) X  -     -4,232.536 (meters)                     COMP
 DO6224  NAD 83(2011) Y  - -4,434,733.973 (meters)                     COMP
 DO6224  NAD 83(2011) Z  -  4,569,341.225 (meters)                     COMP
 DO6224  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 DO6224  DYNAMIC HEIGHT  -        488.082 (meters)     1601.32  (feet) COMP
 DO6224  MODELED GRAVITY -    980,575.7   (mgal)                       NAVD 88
 DO6224
 DO6224  VERT ORDER      -  SECOND    CLASS I
 DO6224
 DO6224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6224  Standards:
 DO6224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6224  -------------------------------------------------------------------
 DO6224  NETWORK    0.36   0.49           0.16   0.13   0.25      0.13938104
 DO6224  -------------------------------------------------------------------
 DO6224  Click here for local accuracies and other accuracy information.
 DO6224
 DO6224.The horizontal coordinates were established by GPS observations
 DO6224.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6224
 DO6224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6224.been affixed to the stable North American tectonic plate. See 
 DO6224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6224
 DO6224.The horizontal coordinates are valid at the epoch date displayed above
 DO6224.which is a decimal equivalence of Year/Month/Day.
 DO6224
 DO6224.The orthometric height was determined by differential leveling and
 DO6224.adjusted by the NATIONAL GEODETIC SURVEY
 DO6224.in February 2017.
 DO6224
 DO6224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6224.GEOID18 height accuracy estimate available here.
 DO6224
 DO6224.Click photographs - Photos may exist for this station.
 DO6224
 DO6224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6224
 DO6224.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6224
 DO6224.The ellipsoidal height was determined by GPS observations
 DO6224.and is referenced to NAD 83.
 DO6224
 DO6224.The dynamic height is computed by dividing the NAVD 88
 DO6224.geopotential number by the normal gravity value computed on the
 DO6224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6224.degrees latitude (g = 980.6199 gals.).
 DO6224
 DO6224.The modeled gravity was interpolated from observed gravity values.
 DO6224
 DO6224. The following values were computed from the NAD 83(2011) position.
 DO6224
 DO6224;                    North         East     Units Scale Factor Converg.
 DO6224;SPC WI N     -    98,042.539   595,767.989   MT  0.99994749   -0 02 22.0
 DO6224;SPC WI N     -   321,661.23  1,954,615.48   sFT  0.99994749   -0 02 22.0
 DO6224;UTM  15      - 5,103,685.016   727,858.642   MT  1.00023831   +2 07 16.8
 DO6224;UTM  16      - 5,104,004.238   263,680.691   MT  1.00028659   -2 12 00.6
 DO6224
 DO6224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6224!SPC WI N     -   0.99992831  x   0.99994749  =   0.99987581
 DO6224!UTM  15      -   0.99992831  x   1.00023831  =   1.00016660
 DO6224!UTM  16      -   0.99992831  x   1.00028659  =   1.00021488
 DO6224
 DO6224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2785803685(NAD 83)
 DO6224
 DO6224                          SUPERSEDED SURVEY CONTROL
 DO6224
 DO6224  NAVD 88 (07/25/13)  488.107  (m)         1601.40   (f) SUPERSEDED  2 1
 DO6224
 DO6224.Superseded values are not recommended for survey control.
 DO6224
 DO6224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6224.See file dsdata.pdf to determine how the superseded data were derived.
 DO6224
 DO6224_MARKER: DD = SURVEY DISK
 DO6224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6224_STAMPING: BOOT LAKE GPS 2011
 DO6224_MARK LOGO: WIDT
 DO6224_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6224+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 DO6224
 DO6224  HISTORY     - Date     Condition        Report By
 DO6224  HISTORY     - 2011     MONUMENTED       WIDT
 DO6224  HISTORY     - 20121129 GOOD             WIDT
 DO6224
 DO6224                          STATION DESCRIPTION
 DO6224
 DO6224'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6224'THE STATION IS LOCATED 10.1 MI (16.3 KM) SOUTHWEST OF MANITOWISH
 DO6224'WATERS, 9.5 MI (15.3 KM) NORTHWEST OF LAC DU FLAMBEAU, AND 8.1 MI
 DO6224'(13.0 KM) SOUTH OF MERCER.
 DO6224'
 DO6224'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DO6224'HIGHWAY 182 LOCATED APPROXIMATELY 27 MI (43.4 KM) SOUTH-SOUTHEAST OF
 DO6224'THE CITY OF HURLEY, GO SOUTH AND SOUTHWEST ON STATE HIGHWAY 182 FOR
 DO6224'4.95 MI (8.0 KM) TO REIMER LAKE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DO6224'NORTHWEST FOR 0.05 MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DO6224'
 DO6224'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6224'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6224'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DO6224'ROAD SURFACE.  THE STATION IS 9.4 M (30.8 FT) NORTHEAST OF THE CENTER
 DO6224'OF REIMER LAKE ROAD, 31.4 M (103.0 FT) NORTHWEST OF A WOODEN POST FOR
 DO6224'A -NO TRESPASSING- SIGN, 15.2 M (49.9 FT) NORTHWEST OF A LONE 5 INCH
 DO6224'(13 CM) DIAMETER PINE TREE, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6224'FORMED BY THREE ORANGE 4X4 GUARD POSTS.
 DO6224'
 DO6224'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6224'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8457 ***********************************************************************
 AB8457  DESIGNATION -  BORG
 AB8457  PID         -  AB8457
 AB8457  STATE/COUNTY-  WI/BURNETT
 AB8457  COUNTRY     -  US
 AB8457  USGS QUAD   -  GRANTSBURG (2019)
 AB8457
 AB8457                         *CURRENT SURVEY CONTROL
 AB8457  ______________________________________________________________________
 AB8457* NAD 83(2011) POSITION- 45 47 27.77439(N) 092 41 32.33153(W)   ADJUSTED
 AB8457* NAD 83(2011) ELLIP HT-   253.126 (meters)        (06/27/12)   ADJUSTED
 AB8457* NAD 83(2011) EPOCH   -  2010.00
 AB8457* NAVD 88 ORTHO HEIGHT -   280.1   (meters)      919.    (feet) GPS OBS
 AB8457  ______________________________________________________________________
 AB8457  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8457  GEOID HEIGHT    -        -26.397 (meters)                     GEOID93
 AB8457  GEOID HEIGHT    -        -26.911 (meters)                     GEOID18
 AB8457  NAD 83(2011) X  -   -209,270.462 (meters)                     COMP
 AB8457  NAD 83(2011) Y  - -4,450,255.995 (meters)                     COMP
 AB8457  NAD 83(2011) Z  -  4,549,265.242 (meters)                     COMP
 AB8457  LAPLACE CORR    -          4.85  (seconds)                    DEFLEC18
 AB8457
 AB8457  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8457  Standards:
 AB8457         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8457            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8457  -------------------------------------------------------------------
 AB8457  NETWORK    1.12   1.71           0.52   0.37   0.87     -0.05203393
 AB8457  -------------------------------------------------------------------
 AB8457  Click here for local accuracies and other accuracy information.
 AB8457
 AB8457.The horizontal coordinates were established by GPS observations
 AB8457.and adjusted by the National Geodetic Survey in June 2012.
 AB8457
 AB8457.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8457.been affixed to the stable North American tectonic plate. See 
 AB8457.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8457
 AB8457.The horizontal coordinates are valid at the epoch date displayed above
 AB8457.which is a decimal equivalence of Year/Month/Day.
 AB8457
 AB8457.The orthometric height was determined by GPS observations and a
 AB8457.high-resolution geoid model.
 AB8457
 AB8457.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8457.GEOID18 height accuracy estimate available here.
 AB8457
 AB8457.Click photographs - Photos may exist for this station.
 AB8457
 AB8457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8457
 AB8457.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8457
 AB8457.The ellipsoidal height was determined by GPS observations
 AB8457.and is referenced to NAD 83.
 AB8457
 AB8457. The following values were computed from the NAD 83(2011) position.
 AB8457
 AB8457;                    North         East     Units Scale Factor Converg.
 AB8457;SPC WI N     -    72,943.555   390,707.826   MT  0.99996684   -1 56 31.8
 AB8457;SPC WI N     -   239,315.65  1,281,847.26   sFT  0.99996684   -1 56 31.8
 AB8457;UTM  15      - 5,070,877.994   523,914.334   MT  0.99960703   +0 13 14.0
 AB8457
 AB8457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8457!SPC WI N     -   0.99996032  x   0.99996684  =   0.99992716
 AB8457!UTM  15      -   0.99996032  x   0.99960703  =   0.99956736
 AB8457
 AB8457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2391470877(NAD 83)
 AB8457
 AB8457                          SUPERSEDED SURVEY CONTROL
 AB8457
 AB8457  NAD 83(2007)-  45 47 27.77447(N)    092 41 32.33212(W) AD(2002.00) 0
 AB8457  ELLIP H (02/10/07)  253.167  (m)                       GP(2002.00)    
 AB8457  NAD 83(1997)-  45 47 27.77443(N)    092 41 32.33220(W) AD(       ) 1
 AB8457  ELLIP H (01/30/03)  253.202  (m)                       GP(       ) 4 1
 AB8457  NAD 83(1991)-  45 47 27.77423(N)    092 41 32.33003(W) AD(       ) 1
 AB8457  ELLIP H (12/09/96)  253.241  (m)                       GP(       ) 4 1
 AB8457
 AB8457.Superseded values are not recommended for survey control.
 AB8457
 AB8457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8457.See file dsdata.pdf to determine how the superseded data were derived.
 AB8457
 AB8457_MARKER: DD = SURVEY DISK
 AB8457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8457+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8457
 AB8457  HISTORY     - Date     Condition        Report By
 AB8457  HISTORY     - 1993     MONUMENTED       WI-013
 AB8457
 AB8457                          STATION DESCRIPTION
 AB8457
 AB8457'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8457'THE STATION IS LOCATED 24.2 KM (15.05 MI) WEST OF THE VILLAGE OF
 AB8457'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8457'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 2.18 KM (1.35 MI)
 AB8457'NORTHWEST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHWEST
 AB8457'QUARTER OF THE SOUTHWEST QUARTER, SECTION 11, T38N, R19W, TOWN OF
 AB8457'GRANTSBURG.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG,
 AB8457'WISCONSIN (WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO
 AB8457'NORTH ON PINE STREET (TOWARDS MAIN STREET IN GRANTSBURG) .68 KM (0.40
 AB8457'MI) TO MAIN STREET/MADISON AVENUE, GO LEFT (WEST) ON MAIN
 AB8457'STREET/MADISON AVENUE .16 KM (0.10 MI) TO OAK STREET, GO NORTH (RIGHT)
 AB8457'ALONG OAK STREET .95 KM (0.60 MI) TO BENSON AVENUE, GO LEFT (WEST)
 AB8457'ALONG BENSON AVENUE .65 KM (0.40 MI) TO BORG ROAD, GO NORTH (RIGHT)
 AB8457'ALONG BORG ROAD .25 MI (0.40 KM) TO STATION LOCATED 33 FEET (10.1 M)
 AB8457'EAST OF ROAD, 2 FEET (0.6 M) SOUTH OF EAST/WEST FENCE.  THIS STATION
 AB8457'IS LOCATED ON VILLAGE OF GRANTSBURG PROPERTY.  FIBERGLASS WITNESS POST
 AB8457'SET 3.5 FEET (1.1 M) WEST OF THE STATION.  THE STATION MARKER IS SET
 AB8457'IN A 30 CM ROUND CONCRETE MONUMENT 6 CM BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1241 ***********************************************************************
 NH1241  DESIGNATION -  BORG FARMS TK 2 MI E DELAVAN
 NH1241  PID         -  NH1241
 NH1241  STATE/COUNTY-  WI/WALWORTH
 NH1241  COUNTRY     -  US
 NH1241  USGS QUAD   -  WALWORTH (2018)
 NH1241
 NH1241                         *CURRENT SURVEY CONTROL
 NH1241  ______________________________________________________________________
 NH1241* NAD 83(1991) POSITION- 42 37 12.29849(N) 088 37 27.14839(W)   ADJUSTED
 NH1241  ______________________________________________________________________
 NH1241  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 NH1241  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 NH1241  HORZ ORDER      -  THIRD
 NH1241
 NH1241.The horizontal coordinates were established by classical geodetic methods
 NH1241.and adjusted by the National Geodetic Survey in November 1991.
 NH1241
 NH1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1241.GEOID18 height accuracy estimate available here.
 NH1241
 NH1241.Click photographs - Photos may exist for this station.
 NH1241
 NH1241.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1241
 NH1241. The following values were computed from the NAD 83(1991) position.
 NH1241
 NH1241;                    North         East     Units Scale Factor Converg.
 NH1241;SPC WI S     -    69,817.567   712,869.784   MT  1.00002476   +0 56 43.1
 NH1241;SPC WI S     -   229,059.80  2,338,806.95   sFT  1.00002476   +0 56 43.1
 NH1241;UTM  16      - 4,719,905.644   366,799.264   MT  0.99981829   -1 05 59.9
 NH1241
 NH1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6679919905(NAD 83)
 NH1241
 NH1241                          SUPERSEDED SURVEY CONTROL
 NH1241
 NH1241  NAD 83(1986)-  42 37 12.29513(N)    088 37 27.15404(W) AD(       ) 3
 NH1241  NAD 27      -  42 37 12.23900(N)    088 37 26.78700(W) AD(       ) 3
 NH1241
 NH1241.Superseded values are not recommended for survey control.
 NH1241
 NH1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1241.See file dsdata.pdf to determine how the superseded data were derived.
 NH1241
 NH1241_MARKER: 53 = ELEVATED TANK
 NH1241
 NH1241  HISTORY     - Date     Condition        Report By
 NH1241  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1241  HISTORY     - 1957     GOOD             CGS
 NH1241
 NH1241                          STATION DESCRIPTION
 NH1241
 NH1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1241'THIS STATION IS THE SLIM BLACK TANK AT THE BORG FARMS, ABOUT
 NH1241'1.75 MILES EAST OF THE TOWN OF DELAVAN, WISCONSIN.  IT IS
 NH1241'LOCATED ABOUT 0.5 MILES SOUTH OF WIS. ROUTE 50, ABOUT 300
 NH1241'FEET EAST OF CO. ROUTE E, AND ABOUT 100 FEET EAST OF THE
 NH1241'BORG FARMHOUSE, ON THE NORTH SIDE OF THE DRIVE.  THE TANK
 NH1241'WAS ERECTED IN 1915 AND IS QUITE PROMINENT.
 NH1241'
 NH1241'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 NH1241'OVAL SECTION EXTENDS DOWNWARD ABOUT 6 FEET.  THE VERTICAL
 NH1241'SECTION IS ABOUT 20 FEET HIGH AND HAS A CATWALK AND RAIL AROUND
 NH1241'ITS BASE.  THE WORDS BORG FARMS IS PAINTED IN WHITE LETTERS
 NH1241'ON THE NORTH AND SOUTH SIDES.  THE FLAT CONICAL ROOF HAS A
 NH1241'BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 115 FEET.
 NH1241
 NH1241                          STATION RECOVERY (1957)
 NH1241
 NH1241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1241'THE STATION IS THE FINIAL AT THE TOP OF THE TANK.  IT IS A
 NH1241'4 LEGGED STEEL STRUCTURE PAINTED BLACK WITH THE LEGEND BORG
 NH1241'FARMS PAINTED IN FADED WHITE ON THE NORTH AND SOUTH SIDES.  IT
 NH1241'IS 70 FEET HIGH AND IS AT THE WEST END OF A FARM IMPLEMENT
 NH1241'SHED.
 NH1241'
 NH1241'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1241'11, 15 AND 50, IN THE EAST BUSINESS DISTRICT OF DELAVAN, GO
 NH1241'SOUTH AND EAST ON HIGHWAY 50 FOR 1.0 MILE TO A PAVED CROSSROAD.
 NH1241'TURN RIGHT AND GO SOUTH FOR 0.55 MILE TO A GRAVEL DRIVEWAY
 NH1241'LEFT.  TURN LEFT, EAST INTO DRIVEWAY FOR 0.05 MILE TO THE
 NH1241'STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1084 ***********************************************************************
 ON1084  DESIGNATION -  BOSCOBEL
 ON1084  PID         -  ON1084
 ON1084  STATE/COUNTY-  WI/GRANT
 ON1084  COUNTRY     -  US
 ON1084  USGS QUAD   -  BOSCOBEL (2018)
 ON1084
 ON1084                         *CURRENT SURVEY CONTROL
 ON1084  ______________________________________________________________________
 ON1084* NAD 83(1996) POSITION- 43 07 41.71779(N) 090 42 38.57130(W)   ADJUSTED
 ON1084* NAVD 88 ORTHO HEIGHT -   208.44  (+/-2cm)      683.9   (feet) VERTCON3
 ON1084  ______________________________________________________________________
 ON1084  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 ON1084  LAPLACE CORR    -         -5.88  (seconds)                    DEFLEC18
 ON1084  HORZ ORDER      -  THIRD
 ON1084  VERT ORDER      -  THIRD ? (See Below)
 ON1084
 ON1084.The horizontal coordinates were established by classical geodetic methods
 ON1084.and adjusted by the National Geodetic Survey in March 1999.
 ON1084
 ON1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1084
 ON1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1084.GEOID18 height accuracy estimate available here.
 ON1084
 ON1084.The vertical order pertains to the NGVD 29 superseded value.
 ON1084
 ON1084.Click photographs - Photos may exist for this station.
 ON1084
 ON1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1084
 ON1084. The following values were computed from the NAD 83(1996) position.
 ON1084
 ON1084;                    North         East     Units Scale Factor Converg.
 ON1084;SPC WI S     -   125,584.597   542,172.302   MT  0.99994384   -0 29 18.0
 ON1084;SPC WI S     -   412,022.13  1,778,776.96   sFT  0.99994384   -0 29 18.0
 ON1084;UTM  15      - 4,777,601.323   686,210.653   MT  1.00002657   +1 33 55.7
 ON1084
 ON1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1084!SPC WI S     -   0.99997248  x   0.99994384  =   0.99991632
 ON1084!UTM  15      -   0.99997248  x   1.00002657  =   0.99999905
 ON1084
 ON1084:                Primary Azimuth Mark                     Grid Az
 ON1084:SPC WI S     -  BOSCOBEL AZ MK                           230 49 40.8
 ON1084:UTM  15      -  BOSCOBEL AZ MK                           228 46 27.1
 ON1084
 ON1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8621077601(NAD 83)
 ON1084
 ON1084|---------------------------------------------------------------------|
 ON1084| PID    Reference Object                     Distance      Geod. Az  |
 ON1084|                                                           dddmmss.s |
 ON1084| ON1089 BOSCOBEL ST JOHNS EV LUTH CH        426.943 METERS 0200132.3 |
 ON1084| CI9077 BOSCOBEL RM 1                        11.943 METERS 04249     |
 ON1084| CI9078 BOSCOBEL RM 2                        10.558 METERS 12615     |
 ON1084| CI9076 BOSCOBEL AZ MK                                     2302022.8 |
 ON1084| ON1087 BOSCOBEL THE BORDEN CO STACK        APPROX. 1.4 KM 2572058.7 |
 ON1084|---------------------------------------------------------------------|
 ON1084
 ON1084                          SUPERSEDED SURVEY CONTROL
 ON1084
 ON1084  NAD 83(1991)-  43 07 41.71585(N)    090 42 38.57115(W) AD(       ) 3
 ON1084  NAD 83(1986)-  43 07 41.71077(N)    090 42 38.57255(W) AD(       ) 3
 ON1084  NAD 27      -  43 07 41.76170(N)    090 42 38.11840(W) AD(       ) 3
 ON1084  NGVD 29             208.52   (m)          684.1    (f) LEVELING    3  
 ON1084
 ON1084.Superseded values are not recommended for survey control.
 ON1084
 ON1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1084.See file dsdata.pdf to determine how the superseded data were derived.
 ON1084
 ON1084_MARKER: DS = TRIANGULATION STATION DISK
 ON1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1084_STAMPING: BOSCOBEL 1958
 ON1084_MARK LOGO: CGS
 ON1084_PROJECTION: FLUSH
 ON1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1084+STABILITY: SURFACE MOTION
 ON1084
 ON1084  HISTORY     - Date     Condition        Report By
 ON1084  HISTORY     - 1958     MONUMENTED       CGS
 ON1084  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 ON1084
 ON1084                          STATION DESCRIPTION
 ON1084
 ON1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1084'THE STATION IS IN THE SOUTH ANGLE OF A T-INTERSECTION FORMED
 ON1084'BY STATE HIGHWAY 132 AND U.S. HIGHWAY 61 AT THE SOUTH EDGE
 ON1084'OF BOSCOBEL.  IT IS IN THE NORTHEAST 1/4 OF SEC. 34, T. 8 N.,
 ON1084'R. 3 W., 164 FEET SOUTHWEST OF THE CENTERLINE OF THE
 ON1084'T-INTERSECTION, 129 FEET WEST OF THE CENTERLINE OF HIGHWAY 61, 45
 ON1084'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 132 AND 16 FEET
 ON1084'NORTHEAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE
 ON1084'MONUMENT IS FLUSH AND THE DISK IS STAMPED BOSCOBEL 1958.
 ON1084'
 ON1084'REFERENCE MARK 1 IS 125 FEET SOUTH OF THE T-INTERSECTION,
 ON1084'90 FEET WEST OF THE CENTERLINE OF HIGHWAY 61, 55 FEET NORTHEAST
 ON1084'OF THE CENTERLINE OF THE GRAVELED DRIVEWAY AND 41 FEET SOUTHEAST
 ON1084'OF THE CENTERLINE OF HIGHWAY 132.  THE MONUMENT IS FLUSH AND
 ON1084'THE DISK IS STAMPED BOSCOBEL NO 1 1958.
 ON1084'
 ON1084'REFERENCE MARK 2 IS 103 FEET SOUTHWEST OF THE CENTERLINE OF
 ON1084'HIGHWAY 61, 79 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 ON1084'132 AND 17 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVELED
 ON1084'DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1084'BOSCOBEL NO 2 1958.
 ON1084'
 ON1084'THE AZIMUTH MARK IS 49 FEET NORTHWEST OF THE CENTERLINE OF
 ON1084'STATE HIGHWAY 132, 10 FEET NORTHEAST OF A TELEPHONE POLE,
 ON1084'2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 ON1084'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1084'BOSCOBEL 1958.
 ON1084'
 ON1084'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 ON1084'STATE HIGHWAY 132 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 ON1084'RIGHT AS DESCRIBED.
 ON1084'
 ON1084'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON1084
 ON1084                          STATION RECOVERY (1998)
 ON1084
 ON1084'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1308 ***********************************************************************
 ON1308  CBN         -  This is a Cooperative Base Network Control Station.
 ON1308  PACS        -  This is a Primary Airport Control Station.
 ON1308  DESIGNATION -  BOSCOBEL GPS
 ON1308  PID         -  ON1308
 ON1308  STATE/COUNTY-  WI/GRANT
 ON1308  COUNTRY     -  US
 ON1308  USGS QUAD   -  BOSCOBEL (2018)
 ON1308
 ON1308                         *CURRENT SURVEY CONTROL
 ON1308  ______________________________________________________________________
 ON1308* NAD 83(2011) POSITION- 43 09 19.04193(N) 090 40 49.53479(W)   ADJUSTED
 ON1308* NAD 83(2011) ELLIP HT-   170.427 (meters)        (06/27/12)   ADJUSTED
 ON1308* NAD 83(2011) EPOCH   -  2010.00
 ON1308* NAVD 88 ORTHO HEIGHT -   203.476 (meters)      667.57  (feet) ADJUSTED
 ON1308  ______________________________________________________________________
 ON1308  GEOID HEIGHT    -        -33.063 (meters)                     GEOID18
 ON1308  NAD 83(2011) X  -    -55,342.869 (meters)                     COMP
 ON1308  NAD 83(2011) Y  - -4,659,966.259 (meters)                     COMP
 ON1308  NAD 83(2011) Z  -  4,340,219.508 (meters)                     COMP
 ON1308  LAPLACE CORR    -         -6.03  (seconds)                    DEFLEC18
 ON1308  DYNAMIC HEIGHT  -        203.424 (meters)      667.40  (feet) COMP
 ON1308  MODELED GRAVITY -    980,357.7   (mgal)                       NAVD 88
 ON1308
 ON1308  VERT ORDER      -  SECOND    CLASS I
 ON1308
 ON1308  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ON1308  Standards:
 ON1308         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ON1308            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ON1308  -------------------------------------------------------------------
 ON1308  NETWORK    0.46   0.96           0.20   0.17   0.49     -0.01641398
 ON1308  -------------------------------------------------------------------
 ON1308  Click here for local accuracies and other accuracy information.
 ON1308
 ON1308.This mark is at Boscobel Airport (OVS)
 ON1308
 ON1308.The horizontal coordinates were established by GPS observations
 ON1308.and adjusted by the National Geodetic Survey in June 2012.
 ON1308
 ON1308.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ON1308.been affixed to the stable North American tectonic plate. See 
 ON1308.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ON1308
 ON1308.The horizontal coordinates are valid at the epoch date displayed above
 ON1308.which is a decimal equivalence of Year/Month/Day.
 ON1308
 ON1308.The orthometric height was determined by differential leveling and
 ON1308.adjusted by the WI DEPT OF TRANSP
 ON1308.in May 2012.
 ON1308
 ON1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1308.GEOID18 height accuracy estimate available here.
 ON1308
 ON1308.Click photographs - Photos may exist for this station.
 ON1308
 ON1308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1308
 ON1308.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1308
 ON1308.The ellipsoidal height was determined by GPS observations
 ON1308.and is referenced to NAD 83.
 ON1308
 ON1308.The dynamic height is computed by dividing the NAVD 88
 ON1308.geopotential number by the normal gravity value computed on the
 ON1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1308.degrees latitude (g = 980.6199 gals.).
 ON1308
 ON1308.The modeled gravity was interpolated from observed gravity values.
 ON1308
 ON1308. The following values were computed from the NAD 83(2011) position.
 ON1308
 ON1308;                    North         East     Units Scale Factor Converg.
 ON1308;SPC WI S     -   128,567.178   544,661.147   MT  0.99994171   -0 28 03.1
 ON1308;SPC WI S     -   421,807.48  1,786,942.45   sFT  0.99994171   -0 28 03.1
 ON1308;UTM  15      - 4,780,671.472   688,591.202   MT  1.00003754   +1 35 13.2
 ON1308
 ON1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1308!SPC WI S     -   0.99997327  x   0.99994171  =   0.99991499
 ON1308!UTM  15      -   0.99997327  x   1.00003754  =   1.00001081
 ON1308
 ON1308:                Primary Azimuth Mark                     Grid Az
 ON1308:SPC WI S     -  BOSCOBEL GPS AZ MK                       024 11 56.8
 ON1308:UTM  15      -  BOSCOBEL GPS AZ MK                       022 08 40.5
 ON1308
 ON1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8859180671(NAD 83)
 ON1308
 ON1308|---------------------------------------------------------------------|
 ON1308| PID    Reference Object                     Distance      Geod. Az  |
 ON1308|                                                           dddmmss.s |
 ON1308| ON1312 BOSCOBEL GPS AZ MK                  APPROX. 0.7 KM 0234353.7 |
 ON1308|---------------------------------------------------------------------|
 ON1308
 ON1308                          SUPERSEDED SURVEY CONTROL
 ON1308
 ON1308  NAD 83(2007)-  43 09 19.04196(N)    090 40 49.53561(W) AD(2002.00) 0
 ON1308  ELLIP H (02/10/07)  170.459  (m)                       GP(2002.00)    
 ON1308  NAD 83(1997)-  43 09 19.04182(N)    090 40 49.53611(W) AD(       ) A
 ON1308  ELLIP H (04/28/99)  170.483  (m)                       GP(       ) 3 1
 ON1308  NAD 83(1991)-  43 09 19.04048(N)    090 40 49.53474(W) AD(       ) B
 ON1308  ELLIP H (06/11/91)  170.582  (m)                       GP(       ) 4 1
 ON1308  NAVD 88             203.47   (m)          667.6    (f) LEVELING    3  
 ON1308  NAVD 88 (04/20/07)  203.471  (m)          667.55   (f) SUPERSEDED  2 1
 ON1308  NAVD 88 (04/28/99)  203.50   (m)  UNKNOWN  model used  GPS OBS        
 ON1308  NGVD 29 (06/11/91)  203.56   (m)  UNKNOWN  model used  GPS OBS        
 ON1308
 ON1308.Superseded values are not recommended for survey control.
 ON1308
 ON1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1308.See file dsdata.pdf to determine how the superseded data were derived.
 ON1308
 ON1308_MARKER: DH = HORIZONTAL CONTROL DISK
 ON1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1308_STAMPING: BOSCOBEL GPS 1989
 ON1308_MARK LOGO: NGS
 ON1308_PROJECTION: FLUSH
 ON1308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1308+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 ON1308
 ON1308  HISTORY     - Date     Condition        Report By
 ON1308  HISTORY     - 1989     MONUMENTED       WIHD
 ON1308  HISTORY     - 19900817 GOOD
 ON1308  HISTORY     - 19900828 GOOD
 ON1308  HISTORY     - 19971117 GOOD             NGS
 ON1308  HISTORY     - 19980923 GOOD             USPSQD
 ON1308  HISTORY     - 20030607 GOOD             JCLS
 ON1308  HISTORY     - 20040708 GOOD             WIDT
 ON1308  HISTORY     - 20040816 GOOD             WIDT
 ON1308  HISTORY     - 20071015 GOOD             WIDT
 ON1308  HISTORY     - 20160627 GOOD             WIDT
 ON1308
 ON1308                          STATION DESCRIPTION
 ON1308
 ON1308'DESCRIBED BY WI HIGHWAY DEPT 1989
 ON1308'THE STATION IS LOCATED ABOUT 69.0 KM (42.90 MI) NORTH OF DUBUQUE, 97.0
 ON1308'KM (60.25 MI) WEST OF MIDDLETON, 84.0 KM (52.20 MI) SOUTHEAST OF LA
 ON1308'CROSSE.  OWNERSHIP--BOSCOBEL AIRPORT PROPERTY, AIRPORT MANAGER, RONALD
 ON1308'HULLS, PH. 608-375-5223.
 ON1308'THE STATION IS LOCATED AT THE BOSCOBEL AIRPORT.  TO REACH FROM THE
 ON1308'JUNCTION OF STATE HIGHWAY 80 AND STATE HIGHWAY 133, IN MUSCODA, GO
 ON1308'WEST FOR 10.4 KM (6.45 MI) ON STATE HIGHWAY 133 TO ITS JUNCTION WITH
 ON1308'COUNTY ROAD T IN BLUE RIVER.  TURN LEFT AND GO SOUTH FOR 0.16 KM
 ON1308'(0.10 MI) ON STATE HIGHWAY 133 TO ANOTHER JUNCTION OF COUNTY ROAD T.
 ON1308'TURN RIGHT AND GO SOUTHWEST FOR 10.56 KM (6.55 MI) ON STATE HIGHWAY
 ON1308'133 TO ITS JUNCTION WITH AIRPORT ROAD.  TURN RIGHT AND GO NORTH FOR
 ON1308'0.64 KM (0.40 MI) ON AIRPORT ROAD TO THE STATION ON THE RIGHT.
 ON1308'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 ON1308'STAMPED--BOSCOBEL GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER
 ON1308'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 0.85 M (2.8 FT)
 ON1308'SOUTH FROM A CARSONITE WITNESS POST, 0.91 M (3.0 FT) NORTH FROM A
 ON1308'CARSONITE WITNESS POST, 33.5 M (109.9 FT) EAST FROM THE CENTER-LINE OF
 ON1308'AIRPORT ROAD, 42.6 M (139.8 FT) WEST FROM THE CENTER-LINE OF THE
 ON1308'RUNWAY.
 ON1308
 ON1308                          STATION RECOVERY (1990)
 ON1308
 ON1308'RECOVERED 1990
 ON1308'RECOVERED IN GOOD CONDITION.
 ON1308
 ON1308                          STATION RECOVERY (1990)
 ON1308
 ON1308'RECOVERED 1990
 ON1308'RECOVERED IN GOOD CONDITION.
 ON1308
 ON1308                          STATION RECOVERY (1997)
 ON1308
 ON1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ON1308'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 ON1308'BOSCOBEL (OVS) AIRPORT.  THE STATION IS LOCATED ABOUT 25 KM (15.55 MI)
 ON1308'NORTHEAST OF PRAIRIE DU CHIEN, 2.5 KM (1.55 MI) NORTHEAST OF BOSCOBEL,
 ON1308'AT THE BOSCOBEL AIRPORT IN GRASS BETWEEN THE RUNWAY AND THE GRAVEL
 ON1308'PARKING AREA FOR THE AIRPORT OFFICE, AND NEAR THE SOUTH END OF A ROW
 ON1308'OF WOODEN POSTS BETWEEN THE PARKING AREA AND RUNWAY. OWNERSHIP--RONALD
 ON1308'HULS, 5178 HIGHWAY 133 EAST, BOSCOBEL, WI 53805. AIRPORT MANAGER IS
 ON1308'RONALD HULS.  PHONE 608-375-5223.  NOTE--THE AIRPORT MAY BE SOLD IN
 ON1308'THE NEAR FUTURE.  TO REACH FROM THE T-JUNCTION OF U.S.  HIGHWAY 61
 ON1308'(ELM STREET) AND STATE HIGHWAY 133 (PRAIRIE STREET) NEAR THE NORTHWEST
 ON1308'SIDE OF BOSCOBEL, GO EAST, THEN NORTHEAST ON HIGHWAY 133 FOR 2.49 KM
 ON1308'(1.55 MI) TO A PAVED AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 ON1308'NORTH, ON THE ROAD FOR 0.72 KM (0.45 MI) TO THE GRAVEL PARKING AREA,
 ON1308'THE OFFICE ON THE LEFT AND THE STATION ON THE RIGHT.  THE STATION IS
 ON1308'SET IN THE TOP OF A 40 CM ROUND CONCRETE POST SET FLUSH WITH THE
 ON1308'GROUND.  IT IS 57.8 M (189.6 FT) EAST OF THE EXTENDED CENTER OF THE
 ON1308'AIRPORT ENTRANCE ROAD, 55.9 M (183.4 FT) SOUTH OF THE CENTER OF A
 ON1308'CONNECTOR TAXIWAY, 45.4 M (148.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST
 ON1308'CORRNER OF THE OFFICE BUILDING, 42.6 M (139.8 FT) WEST OF THE RUNWAY
 ON1308'CENTER, 17 M (55.8 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE GRAVEL
 ON1308'PARKING AREA, 0.9 M (3.0 FT) NORTH OF A FIBERGLASS WITNESS POST AND
 ON1308'0.4 M (1.3 FT) TALL WOODEN POST, AND 0.85 M (2.79 FT) SOUTH OF A
 ON1308'FIBERGLASS WITNESS POST AND O.4 M TALL WOODEN POST.
 ON1308
 ON1308                          STATION RECOVERY (1998)
 ON1308
 ON1308'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1308'RECOVERED IN GOOD CONDITION.
 ON1308
 ON1308                          STATION RECOVERY (2003)
 ON1308
 ON1308'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 ON1308'RECOVERED IN GOOD CONDITION.
 ON1308
 ON1308                          STATION RECOVERY (2004)
 ON1308
 ON1308'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON1308'OWNERSHIP--BOSCOBEL MUNICIPAL AIRPORT.  TO REACH THE STATION FROM THE
 ON1308'JUNCTION OF US  HIGHWAY 61 (ELM STREET) WITH STATE HIGHWAY 133 NORTH
 ON1308'(PRAIRIE STREET) IN THE CITY OF  BOSCOBEL, GO EAST THEN NORTHEAST ON
 ON1308'STATE HIGHWAY 133 NORTH (PRAIRIE STREET) FOR 1.6 MI  TO JAMES DRIVE ON
 ON1308'THE LEFT, TURN LEFT AND GO NORTH ON JAMES DRIVE FOR 0.5 MI TO THE
 ON1308'AIRPORT PARKING LOT AND THE STATION ON THE RIGHT.  THE STATION IS A
 ON1308'BRONZE NATIONAL  GEODETIC SURVEY HORIZONTAL CONTROL MARK DISK SET IN
 ON1308'THE TOP OF A 40-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE ROAD
 ON1308'PAVEMENT.  THE STATION IS 42.6 M WEST OF THE  CENTERLINE OF THE
 ON1308'RUNWAY, 38 M SOUTHEAST OF THE NORTHEAST CORNER OF THE PARKING LOT,
 ON1308'1.0 M SOUTH-SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 ON1308'NORTHEAST OF AN  ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M WEST OF AN
 ON1308'ORANGE 4X4 PLASTIC WITNESS POST, 0.9 M  SOUTH OF AN ORANGE PLASTIC
 ON1308'WITNESS POST, 0.9 M NORTH OF AN ORANGE PLASTIC WITNESS  POST AND 0.75
 ON1308'M NORTH OF A WHITE 0.5 M TALL WOODEN POST.  ---NOTE---THIS STATION HAS
 ON1308'NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 ON1308'HORIZON.
 ON1308
 ON1308                          STATION RECOVERY (2004)
 ON1308
 ON1308'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON1308'RECOVERED AS DESCRIBED.
 ON1308
 ON1308                          STATION RECOVERY (2007)
 ON1308
 ON1308'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 ON1308'RECOVERED IN GOOD CONDITION.
 ON1308
 ON1308                          STATION RECOVERY (2016)
 ON1308
 ON1308'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 ON1308'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1312 ***********************************************************************
 ON1312  DESIGNATION -  BOSCOBEL GPS AZ MK
 ON1312  PID         -  ON1312
 ON1312  STATE/COUNTY-  WI/GRANT
 ON1312  COUNTRY     -  US
 ON1312  USGS QUAD   -  BOSCOBEL (2018)
 ON1312
 ON1312                         *CURRENT SURVEY CONTROL
 ON1312  ______________________________________________________________________
 ON1312* NAD 83(1997) POSITION- 43 09 39.20932(N) 090 40 37.42335(W)   ADJUSTED
 ON1312* NAD 83(1997) ELLIP HT-   170.220 (meters)        (09/30/02)   ADJUSTED
 ON1312* NAVD 88 ORTHO HEIGHT -   203.2   (meters)      667.    (feet) VERTCON3
 ON1312  ______________________________________________________________________
 ON1312  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 ON1312  NAD 83(1997) X  -    -55,064.213 (meters)                     COMP
 ON1312  NAD 83(1997) Y  - -4,659,543.662 (meters)                     COMP
 ON1312  NAD 83(1997) Z  -  4,340,673.374 (meters)                     COMP
 ON1312  LAPLACE CORR    -         -6.15  (seconds)                    DEFLEC18
 ON1312  HORZ ORDER      -  FIRST
 ON1312  ELLP ORDER      -  FOURTH    CLASS I
 ON1312
 ON1312.This mark is at Boscobel Airport (OVS)
 ON1312
 ON1312.The horizontal coordinates were established by GPS observations
 ON1312.and adjusted by the National Geodetic Survey in September 2002.
 ON1312
 ON1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1312
 ON1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1312.GEOID18 height accuracy estimate available here.
 ON1312
 ON1312.Click photographs - Photos may exist for this station.
 ON1312
 ON1312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1312
 ON1312.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1312
 ON1312.The ellipsoidal height was determined by GPS observations
 ON1312.and is referenced to NAD 83.
 ON1312
 ON1312. The following values were computed from the NAD 83(1997) position.
 ON1312
 ON1312;                    North         East     Units Scale Factor Converg.
 ON1312;SPC WI S     -   129,187.258   544,939.810   MT  0.99994130   -0 27 54.8
 ON1312;SPC WI S     -   423,841.86  1,787,856.69   sFT  0.99994130   -0 27 54.8
 ON1312;UTM  15      - 4,781,301.206   688,847.480   MT  1.00003873   +1 35 22.1
 ON1312
 ON1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1312!SPC WI S     -   0.99997331  x   0.99994130  =   0.99991461
 ON1312!UTM  15      -   0.99997331  x   1.00003873  =   1.00001204
 ON1312
 ON1312:                Primary Azimuth Mark                     Grid Az
 ON1312:SPC WI S     -  BOSCOBEL GPS                             204 11 56.7
 ON1312:UTM  15      -  BOSCOBEL GPS                             202 08 39.8
 ON1312
 ON1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8884781301(NAD 83)
 ON1312
 ON1312|---------------------------------------------------------------------|
 ON1312| PID    Reference Object                     Distance      Geod. Az  |
 ON1312|                                                           dddmmss.s |
 ON1312| ON1308 BOSCOBEL GPS                        APPROX. 0.7 KM 2034401.9 |
 ON1312|---------------------------------------------------------------------|
 ON1312
 ON1312                          SUPERSEDED SURVEY CONTROL
 ON1312
 ON1312  NAD 83(1991)-  43 09 39.20801(N)    090 40 37.42185(W) AD(       ) 1
 ON1312  ELLIP H (08/19/91)  170.336  (m)                       GP(       ) 4 1
 ON1312  NGVD 29 (08/19/91)  203.3    (m)  UNKNOWN  model used  GPS OBS        
 ON1312
 ON1312.Superseded values are not recommended for survey control.
 ON1312
 ON1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1312.See file dsdata.pdf to determine how the superseded data were derived.
 ON1312
 ON1312_MARKER: DZ = AZIMUTH MARK DISK
 ON1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1312_STAMPING: BOSCOBEL GPS AZ MK 1989
 ON1312_MARK LOGO: NGS
 ON1312_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1312+STABILITY: SURFACE MOTION
 ON1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1312+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1990
 ON1312
 ON1312  HISTORY     - Date     Condition        Report By
 ON1312  HISTORY     - 1989     MONUMENTED       WIHD
 ON1312  HISTORY     - 19900828 GOOD
 ON1312  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 ON1312  HISTORY     - 19990727 MARK NOT FOUND   WIDT
 ON1312
 ON1312                          STATION DESCRIPTION
 ON1312
 ON1312'DESCRIBED BY WI HIGHWAY DEPT 1989
 ON1312'THE STATION IS LOCATED ABOUT 4.02 KM (2.50 MI) NORTHEAST OF BOSCOBEL,
 ON1312'AT THE BOSCOBEL AIRPORT, ON THE SOUTHEAST SIDE OF RUNWAY 19 AND
 ON1312'SOUTHEAST OF THE THIRD RUNWAY LIGHT SOUTHWEST OFF THE NORTHEAST END
 ON1312'OF RUNWAY 19.  OWNERSHIP--AND AIRPORT MANAGER IS RON HULS, 5178
 ON1312'HIGHWAY 133, BOSCOBLE, WI 53805, PHONE 608-375-5223.
 ON1312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 ON1312'HIGHWAY 133 IN BOSCOBEL, GO NORTHEAST ON STATE HIGHWAY 133 FOR 2.57
 ON1312'KM (1.60 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT,
 ON1312'NORTHERLY, ON THE ENTRANCE ROAD FOR 0.45 KM (0.28 MI) TO A DIRT ROAD
 ON1312'ON THE LEFT, TURN LEFT, NORTHWESTERLY, ON THE DIRT ROAD TO THE
 ON1312'SOUTHERLY HANGARS OF THE AIRPORT, TURN EASTERLY ACROSS THE OPEN FIELD
 ON1312'TO THE APRON, CONTINUE AHEAD TO THE JUNCTION OF THE RUNWAY, TURN
 ON1312'LEFT, NORTHEAST, ON THE RUNWAY FOR 0.64 KM (0.40 MI) TO THE STATION
 ON1312'ON THE RIGHT.
 ON1312'THE STATION IS LOCATED 50.29 M (164.99 FT) EAST OF A PAVED COUNTY
 ON1312'ROAD, 39.31 M (128.97 FT) SOUTHEAST OF THE CENTER OF RUNWAY 19 AND
 ON1312'0.9 M (3.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 ON1312
 ON1312                          STATION RECOVERY (1990)
 ON1312
 ON1312'RECOVERED 1990
 ON1312'RECOVERED IN GOOD CONDITION.
 ON1312
 ON1312                          STATION RECOVERY (1998)
 ON1312
 ON1312'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1312'MARK NOT FOUND.
 ON1312
 ON1312                          STATION RECOVERY (1999)
 ON1312
 ON1312'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (GRS)
 ON1312'THIS STATION WAS SEARCHED FOR AND NOT FOUND.  IT APPARENTLY WAS
 ON1312'DESTROYED DURING CONSTRUCTION OF RUNWAY 07/25 IN OCTOBER 1998.  THE
 ON1312'WISCONSIN DEPARTMENT OF TRANSPORTATION, BUREAU OF AERONAUTICS, PROJECT
 ON1312'MANAGER FOR THE RUNWAY CONSTRUCTION WAS CONTACTED AND HE REPORTED THE
 ON1312'MONUMENT WAS WITHIN THE PAVEMENT AREA OF THE PROPOSED RUNWAY AND
 ON1312'THEREFORE WAS REMOVED DURING RUNWAY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1090 ***********************************************************************
 ON1090  DESIGNATION -  BOSCOBEL IMM CONC CH SPIRE
 ON1090  PID         -  ON1090
 ON1090  STATE/COUNTY-  WI/GRANT
 ON1090  COUNTRY     -  US
 ON1090  USGS QUAD   -  BOSCOBEL (2018)
 ON1090
 ON1090                         *CURRENT SURVEY CONTROL
 ON1090  ______________________________________________________________________
 ON1090* NAD 83(1996) POSITION- 43 08 15.23439(N) 090 42 01.95459(W)   ADJUSTED
 ON1090  ______________________________________________________________________
 ON1090  GEOID HEIGHT    -        -32.970 (meters)                     GEOID18
 ON1090  LAPLACE CORR    -         -5.85  (seconds)                    DEFLEC18
 ON1090  HORZ ORDER      -  THIRD
 ON1090
 ON1090.The horizontal coordinates were established by classical geodetic methods
 ON1090.and adjusted by the National Geodetic Survey in March 1999.
 ON1090
 ON1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1090.GEOID18 height accuracy estimate available here.
 ON1090
 ON1090.Click photographs - Photos may exist for this station.
 ON1090
 ON1090.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1090
 ON1090. The following values were computed from the NAD 83(1996) position.
 ON1090
 ON1090;                    North         East     Units Scale Factor Converg.
 ON1090;SPC WI S     -   126,611.815   543,008.566   MT  0.99994308   -0 28 52.8
 ON1090;SPC WI S     -   415,392.26  1,781,520.60   sFT  0.99994308   -0 28 52.8
 ON1090;UTM  15      - 4,778,657.942   687,009.631   MT  1.00003024   +1 34 21.8
 ON1090
 ON1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8700978657(NAD 83)
 ON1090
 ON1090                          SUPERSEDED SURVEY CONTROL
 ON1090
 ON1090  NAD 83(1991)-  43 08 15.23247(N)    090 42 01.95459(W) AD(       ) 3
 ON1090  NAD 83(1986)-  43 08 15.22756(N)    090 42 01.95547(W) AD(       ) 3
 ON1090  NAD 27      -  43 08 15.28000(N)    090 42 01.50200(W) AD(       ) 3
 ON1090
 ON1090.Superseded values are not recommended for survey control.
 ON1090
 ON1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1090.See file dsdata.pdf to determine how the superseded data were derived.
 ON1090
 ON1090_MARKER: 90 = CHURCH SPIRE
 ON1090
 ON1090  HISTORY     - Date     Condition        Report By
 ON1090  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1090  HISTORY     - 19980930 GOOD             USPSQD
 ON1090
 ON1090                          STATION DESCRIPTION
 ON1090
 ON1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1090'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE ON THE CHURCH
 ON1090'LOCATED IN THE SOUTHEAST PART OF BOSCOBEL AT THE INTERSECTION
 ON1090'OF EAST LE GRAND AND CHESTNUT STREETS.  THE SPIRE IS GREEN
 ON1090'WITH WHITE STRIPES.  THE HEIGHT IS APPROXIMATELY 80 FEET.
 ON1090
 ON1090                          STATION RECOVERY (1998)
 ON1090
 ON1090'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1089 ***********************************************************************
 ON1089  DESIGNATION -  BOSCOBEL ST JOHNS EV LUTH CH
 ON1089  PID         -  ON1089
 ON1089  STATE/COUNTY-  WI/GRANT
 ON1089  COUNTRY     -  US
 ON1089  USGS QUAD   -  BOSCOBEL (2018)
 ON1089
 ON1089                         *CURRENT SURVEY CONTROL
 ON1089  ______________________________________________________________________
 ON1089* NAD 83(1996) POSITION- 43 07 54.71621(N) 090 42 32.10266(W)   ADJUSTED
 ON1089  ______________________________________________________________________
 ON1089  GEOID HEIGHT    -        -32.936 (meters)                     GEOID18
 ON1089  LAPLACE CORR    -         -5.95  (seconds)                    DEFLEC18
 ON1089  HORZ ORDER      -  THIRD
 ON1089
 ON1089.The horizontal coordinates were established by classical geodetic methods
 ON1089.and adjusted by the National Geodetic Survey in March 1999.
 ON1089
 ON1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1089.GEOID18 height accuracy estimate available here.
 ON1089
 ON1089.Click photographs - Photos may exist for this station.
 ON1089
 ON1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1089
 ON1089. The following values were computed from the NAD 83(1996) position.
 ON1089
 ON1089;                    North         East     Units Scale Factor Converg.
 ON1089;SPC WI S     -   125,984.444   542,321.910   MT  0.99994354   -0 29 13.6
 ON1089;SPC WI S     -   413,333.96  1,779,267.80   sFT  0.99994354   -0 29 13.6
 ON1089;UTM  15      - 4,778,006.309   686,345.846   MT  1.00002719   +1 34 00.5
 ON1089
 ON1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8634578006(NAD 83)
 ON1089
 ON1089                          SUPERSEDED SURVEY CONTROL
 ON1089
 ON1089  NAD 83(1991)-  43 07 54.71425(N)    090 42 32.10263(W) AD(       ) 3
 ON1089  NAD 83(1986)-  43 07 54.70944(N)    090 42 32.10356(W) AD(       ) 3
 ON1089  NAD 27      -  43 07 54.76100(N)    090 42 31.65000(W) AD(       ) 3
 ON1089
 ON1089.Superseded values are not recommended for survey control.
 ON1089
 ON1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1089.See file dsdata.pdf to determine how the superseded data were derived.
 ON1089
 ON1089_MARKER: 90 = CHURCH SPIRE
 ON1089
 ON1089  HISTORY     - Date     Condition        Report By
 ON1089  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1089  HISTORY     - 19980923 GOOD             USPSQD
 ON1089
 ON1089                          STATION DESCRIPTION
 ON1089
 ON1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1089'THE STATION IS THE CENTER OF THE SPIRE ON TOP OF THE CHURCH,
 ON1089'LOCATED AT THE INTERSECTION OF CHURCH AND MARY STREETS IN THE
 ON1089'NORTHWEST PART OF BOSCOBEL.  THE SPIRE IS DARK GREY WITH WHITE
 ON1089'STRIPES ON EACH CORNER.  THE HEIGHT IS APPROXIMATELY 80 FEET.
 ON1089
 ON1089                          STATION RECOVERY (1998)
 ON1089
 ON1089'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1071 ***********************************************************************
 ON1071  DESIGNATION -  BOSSTOWN
 ON1071  PID         -  ON1071
 ON1071  STATE/COUNTY-  WI/RICHLAND
 ON1071  COUNTRY     -  US
 ON1071  USGS QUAD   -  SABIN (2018)
 ON1071
 ON1071                         *CURRENT SURVEY CONTROL
 ON1071  ______________________________________________________________________
 ON1071* NAD 83(1996) POSITION- 43 22 35.00983(N) 090 37 17.21125(W)   ADJUSTED
 ON1071* NAVD 88 ORTHO HEIGHT -   362.    (meters)     1188.    (feet) SCALED
 ON1071  ______________________________________________________________________
 ON1071  GEOID HEIGHT    -        -33.517 (meters)                     GEOID18
 ON1071  LAPLACE CORR    -         -5.78  (seconds)                    DEFLEC18
 ON1071  HORZ ORDER      -  THIRD
 ON1071
 ON1071.The horizontal coordinates were established by classical geodetic methods
 ON1071.and adjusted by the National Geodetic Survey in March 1999.
 ON1071
 ON1071.The orthometric height was scaled from a topographic map.
 ON1071
 ON1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1071.GEOID18 height accuracy estimate available here.
 ON1071
 ON1071.Click photographs - Photos may exist for this station.
 ON1071
 ON1071.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1071
 ON1071. The following values were computed from the NAD 83(1996) position.
 ON1071
 ON1071;                    North         East     Units Scale Factor Converg.
 ON1071;SPC WI S     -   153,091.472   549,640.828   MT  0.99993264   -0 25 37.2
 ON1071;SPC WI S     -   502,267.60  1,803,279.95   sFT  0.99993264   -0 25 37.2
 ON1071;UTM  15      - 4,805,361.501   692,687.531   MT  1.00005674   +1 38 02.6
 ON1071
 ON1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1071!SPC WI S     -   0.99994850  x   0.99993264  =   0.99988114
 ON1071!UTM  15      -   0.99994850  x   1.00005674  =   1.00000523
 ON1071
 ON1071:                Primary Azimuth Mark                     Grid Az
 ON1071:SPC WI S     -  BOSSTOWN AZ MK                           306 53 31.3
 ON1071:UTM  15      -  BOSSTOWN AZ MK                           304 49 51.5
 ON1071
 ON1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9268705361(NAD 83)
 ON1071
 ON1071|---------------------------------------------------------------------|
 ON1071| PID    Reference Object                     Distance      Geod. Az  |
 ON1071|                                                           dddmmss.s |
 ON1071| CI9080 BOSSTOWN RM 1                        34.839 METERS 08715     |
 ON1071| CI9081 BOSSTOWN RM 2                        37.198 METERS 13552     |
 ON1071| CI9079 BOSSTOWN AZ MK                                     3062754.1 |
 ON1071| ON1077 SYLVAN U B EVAN CH SPIRE            APPROX. 5.1 KM 3404837.9 |
 ON1071|---------------------------------------------------------------------|
 ON1071
 ON1071                          SUPERSEDED SURVEY CONTROL
 ON1071
 ON1071  NAD 83(1991)-  43 22 35.00872(N)    090 37 17.21254(W) AD(       ) 3
 ON1071  NAD 83(1986)-  43 22 35.00211(N)    090 37 17.21272(W) AD(       ) 3
 ON1071  NAD 27      -  43 22 35.08120(N)    090 37 16.74620(W) AD(       ) 3
 ON1071
 ON1071.Superseded values are not recommended for survey control.
 ON1071
 ON1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1071.See file dsdata.pdf to determine how the superseded data were derived.
 ON1071
 ON1071_MARKER: DS = TRIANGULATION STATION DISK
 ON1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1071_STAMPING: BOSSTOWN 1958
 ON1071_MARK LOGO: CGS
 ON1071_PROJECTION: RECESSED 36 CENTIMETERS
 ON1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1071+STABILITY: SURFACE MOTION
 ON1071
 ON1071  HISTORY     - Date     Condition        Report By
 ON1071  HISTORY     - 1958     MONUMENTED       CGS
 ON1071
 ON1071                          STATION DESCRIPTION
 ON1071
 ON1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1071'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF BOAZ, ABOUT
 ON1071'1 MILE SOUTHWEST OF BOSSTOWN IN THE NW 1/4 OF SEC. 4, T-10-N,
 ON1071'R-2-W, AND IN A CULTIVATED FIELD ON LAND OWNED BY MR. ESTEL
 ON1071'HOFFMAN.  IT IS 187 FEET NORTHWEST OF A T-FENCE CORNER, 115
 ON1071'FEET WEST OF A WHITE WITNESS POST, 107 FEET NORTHWEST OF A
 ON1071'POWER POLE AND 95 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 ON1071'ROAD.  THE MONUMENT IS 14 INCHES BELOW THE SURFACE AND THE DISK
 ON1071'IS STAMPED BOSSTOWN 1958.
 ON1071'
 ON1071'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND COUNTY ROAD
 ON1071'G IN BOSSTOWN, GO SOUTH AND WEST ON PAVED ROAD FOR 0.15 TO
 ON1071'END OF PAVEMENT.  CONTINUE WEST SOUTHWEST ON THE GRAVELED
 ON1071'ROAD FOR 1.1 MILES TO A T-ROAD.  TURN LEFT AND GO EAST ON
 ON1071'GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 ON1071'AND GO SOUTH ON GRAVELED ROAD FOR 0.25 MILE TO THE STATION
 ON1071'ON THE RIGHT AS DESCRIBED.
 ON1071'
 ON1071'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO
 ON1071'WEST ON GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 ON1071'LEFT OF ROAD AS DESCRIBED.
 ON1071'
 ON1071'REFERENCE MARK 1 IS 20 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 ON1071'ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST
 ON1071'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1071'BOSSTOWN NO 1 1958.
 ON1071'
 ON1071'REFERENCE MARK 2 IS 19 FEET SOUTH OF A POWER POLE, 21 FEET
 ON1071'WEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT EAST OF
 ON1071'A GATE POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1071'BOSSTOWN NO 2 1958.
 ON1071'
 ON1071'THE AZIMUTH MARK IS 42 FEET SOUTHWEST OF A POWER POLE, 19 FEET
 ON1071'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 2 FEET EAST OF A
 ON1071'WHITE WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 ON1071'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BOSSTOWN
 ON1071'1958.
 ON1071'
 ON1071'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1628 ***********************************************************************
 RL1628  DESIGNATION -  BOULDER
 RL1628  PID         -  RL1628
 RL1628  STATE/COUNTY-  WI/VILAS
 RL1628  COUNTRY     -  US
 RL1628  USGS QUAD   -  BOULDER JUNCTION (2018)
 RL1628
 RL1628                         *CURRENT SURVEY CONTROL
 RL1628  ______________________________________________________________________
 RL1628* NAD 83(1991) POSITION- 46 06 23.52688(N) 089 42 52.12751(W)   ADJUSTED
 RL1628* NAVD 88 ORTHO HEIGHT -   528.    (meters)     1732.    (feet) SCALED
 RL1628  ______________________________________________________________________
 RL1628  GEOID HEIGHT    -        -30.993 (meters)                     GEOID18
 RL1628  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 RL1628  HORZ ORDER      -  SECOND
 RL1628
 RL1628.The horizontal coordinates were established by classical geodetic methods
 RL1628.and adjusted by the National Geodetic Survey in November 1991.
 RL1628
 RL1628.The orthometric height was scaled from a topographic map.
 RL1628
 RL1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1628.GEOID18 height accuracy estimate available here.
 RL1628
 RL1628.Click photographs - Photos may exist for this station.
 RL1628
 RL1628.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1628
 RL1628. The following values were computed from the NAD 83(1991) position.
 RL1628
 RL1628;                    North         East     Units Scale Factor Converg.
 RL1628;SPC WI N     -   104,500.540   622,073.604   MT  0.99994591   +0 12 21.5
 RL1628;SPC WI N     -   342,848.85  2,040,919.82   sFT  0.99994591   +0 12 21.5
 RL1628;UTM  16      - 5,109,466.802   290,218.241   MT  1.00014103   -1 57 24.6
 RL1628
 RL1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1628!SPC WI N     -   0.99992209  x   0.99994591  =   0.99986800
 RL1628!UTM  16      -   0.99992209  x   1.00014103  =   1.00006311
 RL1628
 RL1628:                Primary Azimuth Mark                     Grid Az
 RL1628:SPC WI N     -  ALDER                                    262 26 16.7
 RL1628:UTM  16      -  ALDER                                    264 36 02.8
 RL1628
 RL1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9021809466(NAD 83)
 RL1628
 RL1628|---------------------------------------------------------------------|
 RL1628| PID    Reference Object                     Distance      Geod. Az  |
 RL1628|                                                           dddmmss.s |
 RL1628| RL1627 BOULDER LOT                          12.246 METERS 05937     |
 RL1628| RL1632 ALDER                               APPROX. 6.8 KM 2623838.2 |
 RL1628| CJ2269 BOULDER RM 1                         20.756 METERS 33942     |
 RL1628|---------------------------------------------------------------------|
 RL1628
 RL1628                          SUPERSEDED SURVEY CONTROL
 RL1628
 RL1628  NAD 83(1986)-  46 06 23.52261(N)    089 42 52.12318(W) AD(       ) 2
 RL1628  NAD 27      -  46 06 23.70100(N)    089 42 51.57400(W) AD(       ) 2
 RL1628
 RL1628.Superseded values are not recommended for survey control.
 RL1628
 RL1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1628.See file dsdata.pdf to determine how the superseded data were derived.
 RL1628
 RL1628_MARKER: DS = TRIANGULATION STATION DISK
 RL1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1628_STAMPING: BOULDER 1952
 RL1628_MARK LOGO: CGS
 RL1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1628+STABILITY: SURFACE MOTION
 RL1628
 RL1628  HISTORY     - Date     Condition        Report By
 RL1628  HISTORY     - 1952     MONUMENTED       CGS
 RL1628
 RL1628                          STATION DESCRIPTION
 RL1628
 RL1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1628'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF STAR LAKE,
 RL1628'9 MILES SOUTHEAST OF MANITOWISH WATERS, 3-1/2 MILES WEST
 RL1628'OF BOULDER JUNCTION AND ON THE SAME KNOLL AS THE BOULDER
 RL1628'LOOKOUT TOWER.
 RL1628'
 RL1628'TO REACH THE STATION FROM BOULDER JUNCTION, GO WEST ON COUNTY
 RL1628'ROAD K FOR 2.5 MILES TO THE JUNCTION WITH STATE FOREST ROAD
 RL1628'2, CONTINUE WESTERLY ON COUNTY ROAD K FOR 0.9 MILE TO A SIDE
 RL1628'ROAD LEFT, TURN LEFT AND FOLLOW THE TRACK ROAD SOUTHERLY
 RL1628'FOR 1.0 MILE TO THE END OF THE ROAD, A CABIN ON THE RIGHT
 RL1628'AND THE END OF TRUCK TRAVEL.  FROM HERE, PACK WESTERLY ALONG A
 RL1628'FOOT-PATH FOR ABOUT 200 YARDS TO THE LOOKOUT TOWER AND THE
 RL1628'STATION AS DESCRIBED.
 RL1628'
 RL1628'NO AZIMUTH MARK HAS BEEN ESTABLISHED FOR THIS STATION.
 RL1628'
 RL1628'THE STATION MARK, STAMPED BOULDER 1952, IS A STANDARD DISK
 RL1628'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 RL1628'IS 30 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 RL1628'TOWER AND 10 FEET SOUTH OF THE CEMENT BASE OF THE OLD LOOKOUT
 RL1628'TOWER.
 RL1628'
 RL1628'REFERENCE MARK 1, STAMPED BOULDER NO 1 1952, IS A STANDARD
 RL1628'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 RL1628'IT IS 60 FEET WEST-NORTHWEST OF THE FIRE TOWER.  THE MEASUREMENTS
 RL1628'AND THE OBSERVATIONS WERE TAKEN ON THE TIP OF THE ARROW.
 RL1628'
 RL1628'BOULDER TOWER 1934, (USGS) BM IS SET UNDER THE CENTER OF THE
 RL1628'LOOKOUT TOWER.  IT IS A U.S.G.S. BENCH MARK DISK SET IN AN
 RL1628'8-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  THE MARK IS
 RL1628'STAMPED 1934 BOULDER TOWER.
 RL1628'
 RL1628'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0637 ***********************************************************************
 QM0637  DESIGNATION -  BOULDER
 QM0637  PID         -  QM0637
 QM0637  STATE/COUNTY-  WI/OCONTO
 QM0637  COUNTRY     -  US
 QM0637  USGS QUAD   -  LANGLADE (2018)
 QM0637
 QM0637                         *CURRENT SURVEY CONTROL
 QM0637  ______________________________________________________________________
 QM0637* NAD 83(1991) POSITION- 45 07 47.23557(N) 088 38 02.96544(W)   ADJUSTED
 QM0637* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 QM0637  ______________________________________________________________________
 QM0637  GEOID HEIGHT    -        -35.666 (meters)                     GEOID18
 QM0637  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 QM0637  HORZ ORDER      -  FIRST
 QM0637
 QM0637.The horizontal coordinates were established by classical geodetic methods
 QM0637.and adjusted by the National Geodetic Survey in November 1991.
 QM0637
 QM0637.The orthometric height was scaled from a topographic map.
 QM0637
 QM0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0637.GEOID18 height accuracy estimate available here.
 QM0637
 QM0637.Click photographs - Photos may exist for this station.
 QM0637
 QM0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0637
 QM0637. The following values were computed from the NAD 83(1991) position.
 QM0637
 QM0637;                    North         East     Units Scale Factor Converg.
 QM0637;SPC WI C     -   144,965.611   707,438.600   MT  0.99995048   +0 57 49.3
 QM0637;SPC WI C     -   475,608.01  2,320,988.14   sFT  0.99995048   +0 57 49.3
 QM0637;UTM  16      - 4,998,667.266   371,494.584   MT  0.99980305   -1 09 29.9
 QM0637
 QM0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0637!SPC WI C     -   0.99994586  x   0.99995048  =   0.99989634
 QM0637!UTM  16      -   0.99994586  x   0.99980305  =   0.99974892
 QM0637
 QM0637:                Primary Azimuth Mark                     Grid Az
 QM0637:SPC WI C     -  BOULDER AZ MK                            097 36 57.7
 QM0637:UTM  16      -  BOULDER AZ MK                            099 44 16.9
 QM0637
 QM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7149498667(NAD 83)
 QM0637
 QM0637|---------------------------------------------------------------------|
 QM0637| PID    Reference Object                     Distance      Geod. Az  |
 QM0637|                                                           dddmmss.s |
 QM0637| QM0111 BOULDER AZ MK                                      0983447.0 |
 QM0637| QM0616 BAGLEY LOOKOUT                      APPROX.24.2 KM 1024052.3 |
 QM0637| QM0793 BOULDER RM 1                         27.734 METERS 12321     |
 QM0637| QM0636 BOULDER LAKE LOOKOUT                  7.986 METERS 15326     |
 QM0637| QM0794 BOULDER RM 2                         29.087 METERS 20530     |
 QM0637|---------------------------------------------------------------------|
 QM0637
 QM0637                          SUPERSEDED SURVEY CONTROL
 QM0637
 QM0637  NAD 83(1986)-  45 07 47.24100(N)    088 38 02.97877(W) AD(       ) 1
 QM0637  NAD 27      -  45 07 47.34100(N)    088 38 02.60300(W) AD(       ) 1
 QM0637
 QM0637.Superseded values are not recommended for survey control.
 QM0637
 QM0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0637.See file dsdata.pdf to determine how the superseded data were derived.
 QM0637
 QM0637_MARKER: DS = TRIANGULATION STATION DISK
 QM0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0637_STAMPING: BOULDER 1934
 QM0637_MARK LOGO: CGS
 QM0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0637+STABILITY: SURFACE MOTION
 QM0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0637+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1990
 QM0637
 QM0637  HISTORY     - Date     Condition        Report By
 QM0637  HISTORY     - 1934     MONUMENTED       CGS
 QM0637  HISTORY     - 1934     GOOD             CGS
 QM0637  HISTORY     - 1973     SEE DESCRIPTION  USGS
 QM0637  HISTORY     - 19900803 GOOD             AEROS
 QM0637  HISTORY     - 19900813 GOOD             NGS
 QM0637  HISTORY     - 19991023 GOOD             USPSQD
 QM0637  HISTORY     - 20031004 GOOD             USPSQD
 QM0637
 QM0637                          STATION DESCRIPTION
 QM0637
 QM0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0637'STATION IS ABOUT 9 MILES SOUTHWEST OF MOUNTAIN, ABOUT 7 MILES
 QM0637'EAST-SOUTHEAST OF WHITE LAKE, ABOUT 26 MILES EAST OF ANTIGO,
 QM0637'ABOUT 3/4 MILE NORTH OF THE SHAWANO-OCONTO COUNTY LINE, ABOUT
 QM0637'1/4 MILE EAST OF THE LANGLADE-OCONTO COUNTY LINE, IN THE
 QM0637'NORTHWEST CORNER OF SEC. 33, T. 31 N., R. 15 E., ON LAND
 QM0637'OWNED BY THE U.S. FOREST SERVICE.  IT IS 26.2 FEET
 QM0637'NORTH-NORTHWEST OF CENTER OF BOULDER LAKE LOOKOUT, 12 FEET NORTH
 QM0637'OF THE NORTHWEST LEG OF THE LOOKOUT, 37 FEET
 QM0637'WEST-NORTHWEST OF A 15-INCH WHITE BIRCH TREE, 28 FEET
 QM0637'NORTHEAST OF TELEPHONE POLE, ABOUT 15 FEET SOUTH OF THE
 QM0637'NORTH EDGE OF THE RIDGE.  THE MARK PROJECTS 8 INCHES.
 QM0637'
 QM0637'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 64 AND 55,
 QM0637'JUST NORTH OF WHITE LAKE, GO SOUTH AND EAST ON STATE HIGHWAY
 QM0637'64 AND 55 FOR 6.1 MILES TO FORK WHERE THE TWO ROUTES DIVIDE,
 QM0637'THENCE TAKE LEFT FORK (STATE HIGHWAY 64) EAST 1.4 MILES TO
 QM0637'LANE ON LEFT LEADING NORTH TO THE BOULDER LAKE LOOKOUT AND
 QM0637'STATION, THENCE NORTH ON THIS LANE ABOUT 0.15 MILE TO THE
 QM0637'LOOKOUT AND STATION.
 QM0637'
 QM0637'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 13 FEET NORTH OF
 QM0637'NORTHEAST CORNER OF THE LOOKOUT KEEPERS HOUSE, 10 FEET NORTH
 QM0637'OF TWIN 5-INCH OAKS, 27 FEET WEST-NORTHWEST OF A 10-INCH
 QM0637'OAK, AND PROJECTS 7 INCHES.
 QM0637'
 QM0637'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION, 8 FEET
 QM0637'SOUTHEAST OF A 5-INCH OAK, 16 FEET SOUTH OF CENTER LINE OF LANE
 QM0637'THAT LEADS TO THE LOOKOUT, 30 FEET WEST-NORTHWEST OF NORTHWEST
 QM0637'CORNER OF THE GARAGE, 122.57 FEET WEST OF REFERENCE MARK NO. 1,
 QM0637'AND PROJECTS 6 INCHES.
 QM0637'
 QM0637'AZIMUTH MARK IS EAST OF STATION, 30 FEET NORTH OF CENTER
 QM0637'LINE OF STATE HIGHWAY 64, AT SUMMIT OF HILL, 90 FEET WEST OF
 QM0637'CENTER LINE OF T-ROAD THAT LEADS NORTH AND 2 FEET SOUTH OF
 QM0637'SIGN, BOULDER LAKE LODGE, IT PROJECTS 6 INCHES.
 QM0637'
 QM0637'A 47-FOOT SIGNAL AT LAKEWOOD COMES INTO VIEW AT 20 FEET.
 QM0637'
 QM0637'A 100-FOOT SIGNAL AT THUNDER COMES INTO VIEW AT 8 FEET.
 QM0637'
 QM0637'AN 87-FOOT SIGNAL AT PATZ COMES INTO VIEW AT 20 FEET.
 QM0637'
 QM0637'A 74-FOOT SIGNAL AT NINE MILE IS VISIBLE FROM THE GROUND.
 QM0637'
 QM0637'A 100-FOOT SIGNAL AT ADA IS VISIBLE FROM THE GROUND.
 QM0637'
 QM0637'A 6-FOOT SIGNAL AT ARCHIBALD COMES INTO VIEW AT 10 FEET.
 QM0637'
 QM0637'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0637'BRONZE DISKS.
 QM0637'
 QM0637'HEIGHT OF LIGHT ABOVE STATION MARK - 47 FEET.
 QM0637
 QM0637                          STATION RECOVERY (1934)
 QM0637
 QM0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0637'RECOVERED IN GOOD CONDITION.
 QM0637
 QM0637                          STATION RECOVERY (1973)
 QM0637
 QM0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RLJ)
 QM0637'PART OF THE POST WAS RECOVERED IN ROAD DITCH.  THE TOP PORTION
 QM0637'WITH TABLET ON WAS NOT RECOVERED.
 QM0637
 QM0637                          STATION RECOVERY (1990)
 QM0637
 QM0637'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 QM0637'THE STATION AND RM1 AND RM2 WERE RECOVERED AND IN GOOD CONDITION.  A
 QM0637'NEW TO REACH DESCRIPTION FOLLOWS.
 QM0637'TO REACH FROM THE JUNCTION OF STATE ROUTE 55 AND LANGLADE COUNTY ROAD
 QM0637'M IN MARKTON, GO EAST FOR 1.6 KM (1.00 MI) ON COUNTY ROAD M TO THE
 QM0637'OCONTO COUNTY LINE, CONTINUE EAST FOR 0.32 KM (0.20 MI) ON COUNTY ROAD
 QM0637'M TO A DIM FOREST TRAIL ROAD ON THE LEFT, AT THE WEST END OF A HIGHWAY
 QM0637'ROAD CUT.  TURN LEFT AND GO NORTH AND EAST FOR 0.24 KM (0.15 MI) ON
 QM0637'TRAIL ROAD TO THE TOP OF THE HILL AND THE STATION.
 QM0637'THE STATION IS LOCATED 3.43 M (11.3 FT) NORTHEAST FROM THE NORTHWEST
 QM0637'CORNER OF A CONCRETE PIER OF THE OLD FIRE TOWER, 8.05 M (26.4 FT) WEST
 QM0637'NORTHWEST FROM THE NORTHEAST CORNER OF A CONCRETE PIER OF THE OLD FIRE
 QM0637'TOWER, 13.86 M (45.5 FT) NORTHWEST FROM A 14 INCH BLAZED OAK TREE NEAR
 QM0637'THE CENTER OF THE CLEARING, 8.94 M (29.3 FT) WEST FROM A BLAZED 8 INCH
 QM0637'BLUE SPRUCE TREE.
 QM0637
 QM0637                          STATION RECOVERY (1990)
 QM0637
 QM0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QM0637'THE STATION IS LOCATED ABOUT 11.26 KM (7.00 MI) EAST-SOUTHEAST OF
 QM0637'WHITE LAKE, 2.4 KM (1.5 MI) EAST OF MARKTON AND NEAR THE LOCATION OF
 QM0637'THE OLD BOULDER LAKE LOOKOUT TOWER.  OWNERSHIP--WISCONSIN DEPARTMENT
 QM0637'OF TRANSPORTATION, P.O. BOX 7916, MADISON, WI 53707, PHONE
 QM0637'608-267-2462.
 QM0637'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 55 AND COUNTY
 QM0637'ROAD M IN MARKTON, GO EAST ON COUNTY ROAD M FOR 0.32 KM (0.20 MI) TO
 QM0637'A DIM FOREST TRAIL ROAD ON THE LEFT, AT THE WEST END OF THE HIGHWAY
 QM0637'ROAD CUT, TURN LEFT, NORTH-NORTHEAST, ON THE TRAIL ROAD TO THE TOP OF
 QM0637'THE HILL AND STATION.
 QM0637'THE STATION IS LOCATED 13.86 M (45.47 FT) NORTHWEST OF A 14-INCH
 QM0637'BLAZED OAK TREE, 8.49 M (27.85 FT) WEST OF A 8-INCH BLUE SPRUCE TREE,
 QM0637'8.05 M (26.41 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER OF A
 QM0637'CONCRETE PIER OF THE OLD FIRE TOWER, 3.43 M (11.25 FT) NORTHEAST OF
 QM0637'THE NORTHWEST CORNER OF THE CONCRETE PIER OF THE OLD FIRE TOWER.
 QM0637
 QM0637                          STATION RECOVERY (1999)
 QM0637
 QM0637'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0637'RECOVERED IN GOOD CONDITION.
 QM0637
 QM0637                          STATION RECOVERY (2003)
 QM0637
 QM0637'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QM0637'RM 1 AND RM 2 ALSO FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0111 ***********************************************************************
 QM0111  DESIGNATION -  BOULDER AZ MK
 QM0111  PID         -  QM0111
 QM0111  STATE/COUNTY-  WI/OCONTO
 QM0111  COUNTRY     -  US
 QM0111  USGS QUAD   -  SHADOW LAKE (2018)
 QM0111
 QM0111                         *CURRENT SURVEY CONTROL
 QM0111  ______________________________________________________________________
 QM0111* NAD 83(1986) POSITION- 45 07 42.     (N) 088 37 13.     (W)   SCALED
 QM0111* NAVD 88 ORTHO HEIGHT -   346.920 (meters)     1138.19  (feet) ADJUSTED
 QM0111  ______________________________________________________________________
 QM0111  GEOID HEIGHT    -        -35.689 (meters)                     GEOID18
 QM0111  DYNAMIC HEIGHT  -        346.877 (meters)     1138.05  (feet) COMP
 QM0111  MODELED GRAVITY -    980,485.1   (mgal)                       NAVD 88
 QM0111
 QM0111  VERT ORDER      -  SECOND    CLASS 0
 QM0111
 QM0111.The horizontal coordinates were scaled from a map and have
 QM0111.an estimated accuracy of +/- 6 seconds.
 QM0111
 QM0111.The orthometric height was determined by differential leveling and
 QM0111.adjusted by the NATIONAL GEODETIC SURVEY
 QM0111.in June 1991.
 QM0111
 QM0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0111.GEOID18 height accuracy estimate available here.
 QM0111
 QM0111.Click photographs - Photos may exist for this station.
 QM0111
 QM0111.The dynamic height is computed by dividing the NAVD 88
 QM0111.geopotential number by the normal gravity value computed on the
 QM0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0111.degrees latitude (g = 980.6199 gals.).
 QM0111
 QM0111.The modeled gravity was interpolated from observed gravity values.
 QM0111
 QM0111;                    North         East    Units  Estimated Accuracy
 QM0111;SPC WI C     -   144,820.      708,530.      MT  (+/- 180 meters Scaled)
 QM0111
 QM0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ725984(NAD 83)
 QM0111
 QM0111                          SUPERSEDED SURVEY CONTROL
 QM0111
 QM0111  NGVD 29 (??/??/92)  346.918  (m)         1138.18   (f) ADJ UNCH    2 0
 QM0111
 QM0111.Superseded values are not recommended for survey control.
 QM0111
 QM0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0111.See file dsdata.pdf to determine how the superseded data were derived.
 QM0111
 QM0111_MARKER: DR = REFERENCE MARK DISK
 QM0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0111_STAMPING: BOULDER 1934
 QM0111_MARK LOGO: CGS
 QM0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0111+STABILITY: SURFACE MOTION
 QM0111
 QM0111  HISTORY     - Date     Condition        Report By
 QM0111  HISTORY     - 1934     MONUMENTED       CGS
 QM0111  HISTORY     - 1934     GOOD             CGS
 QM0111  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 QM0111  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 QM0111
 QM0111                          STATION DESCRIPTION
 QM0111
 QM0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0111'7.6 MI SE FROM LANGLADE.
 QM0111'7.6 MILES S.E. OF LANGLADE ALONG WISCONSIN HIGHWAY NO. 64, 2.2
 QM0111'MILES E. OF JUNCTION WITH WISCONSIN HIGHWAY NO. 55 AND 1/2 MILE
 QM0111'E. OF BOULDER LAKE FIRE TOWER.  MARK IS 9 YDS. N. OF CENTER LINE
 QM0111'OF HIGHWAY AND 32 YDS. W. OF CENTER LINE OF BOOT LAKE ROAD.
 QM0111
 QM0111                          STATION RECOVERY (1999)
 QM0111
 QM0111'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0111'MARK NOT FOUND.
 QM0111
 QM0111                          STATION RECOVERY (2003)
 QM0111
 QM0111'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QM0111'THIS T INTERSECTION AT COUNTY ROAD W, (A SEGMENT OF OLD HWY 64) AND
 QM0111'COUNTY ROAD T, LEADING NORTH,  HAS BEEN GREATLY WIDENED AND CLEARED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1874 ***********************************************************************
 DP1874  DESIGNATION -  BOULDER JUNCTION GPS
 DP1874  PID         -  DP1874
 DP1874  STATE/COUNTY-  WI/VILAS
 DP1874  COUNTRY     -  US
 DP1874  USGS QUAD   -  PRESQUE ISLE (2018)
 DP1874
 DP1874                         *CURRENT SURVEY CONTROL
 DP1874  ______________________________________________________________________
 DP1874* NAD 83(1986) POSITION- 46 07 56.4    (N) 089 39 18.0    (W)   HD_HELD2
 DP1874* NAVD 88 ORTHO HEIGHT -   505.261 (meters)     1657.68  (feet) ADJUSTED
 DP1874  ______________________________________________________________________
 DP1874  GEOID HEIGHT    -        -31.029 (meters)                     GEOID18
 DP1874  DYNAMIC HEIGHT  -        505.255 (meters)     1657.66  (feet) COMP
 DP1874  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 DP1874
 DP1874  VERT ORDER      -  SECOND    CLASS I
 DP1874
 DP1874.The horizontal coordinates were established by autonomous hand held GPS
 DP1874.observations and have an estimated accuracy of +/- 10 meters.
 DP1874
 DP1874.The orthometric height was determined by differential leveling and
 DP1874.adjusted by the NATIONAL GEODETIC SURVEY
 DP1874.in February 2017.
 DP1874
 DP1874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1874.GEOID18 height accuracy estimate available here.
 DP1874
 DP1874.Click photographs - Photos may exist for this station.
 DP1874
 DP1874.The dynamic height is computed by dividing the NAVD 88
 DP1874.geopotential number by the normal gravity value computed on the
 DP1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1874.degrees latitude (g = 980.6199 gals.).
 DP1874
 DP1874.The modeled gravity was interpolated from observed gravity values.
 DP1874
 DP1874;                    North         East    Units  Estimated Accuracy
 DP1874;SPC WI N     -   107,386.      626,660.      MT  (+/- 10 meters HH2 GPS)
 DP1874
 DP1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9491012177(NAD 83)
 DP1874
 DP1874                          SUPERSEDED SURVEY CONTROL
 DP1874
 DP1874  NAVD 88 (03/19/14)  505.300  (m)         1657.81   (f) SUPERSEDED  2 1
 DP1874
 DP1874.Superseded values are not recommended for survey control.
 DP1874
 DP1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1874.See file dsdata.pdf to determine how the superseded data were derived.
 DP1874
 DP1874_MARKER: DD = SURVEY DISK
 DP1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1874_STAMPING: BOULDER JCT. GPS 1991
 DP1874_MARK LOGO: WIDT
 DP1874_PROJECTION: FLUSH
 DP1874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1874+STABILITY: SURFACE MOTION
 DP1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1874+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 DP1874
 DP1874  HISTORY     - Date     Condition        Report By
 DP1874  HISTORY     - 1991     MONUMENTED       WIDT
 DP1874  HISTORY     - 20130819 GOOD             WIDT
 DP1874
 DP1874                          STATION DESCRIPTION
 DP1874
 DP1874'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1874'THE STATION IS LOCATED AT THE BOULDER JUNCTION AIRPORT (BDJ),
 DP1874'APPROXIMATELY 21.5 MI (34.6 KM) WEST-SOUTHWEST OF LAND O'LAKES, 8.5 MI
 DP1874'(13.7 KM) SOUTHEAST OF PRESQUE ISLE AND 1.5 MI (2.4 KM) NORTHWEST OF
 DP1874'BOULDER JUNCTION.
 DP1874'
 DP1874'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WEST (MAIN
 DP1874'STREET) WITH COUNTY HIGHWAY M NORTH IN THE COMMUNITY OF BOULDER
 DP1874'JUNCTION, GO NORTH ON COUNTY HIGHWAY M FOR 0.85 MI (1.4 KM) TO AIRPORT
 DP1874'ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWESTERLY WINDING 1.25 MI (2.0
 DP1874'KM) ALONG AIRPORT ROAD TO A DECORATIVE WOODEN SIGN -BOULDER JUNCTION.
 DP1874'AIRPORT, PAYZER MEMORIAL AIR FIELD- ON THE RIGHT AND THE STATION ON
 DP1874'THE RIGHT.
 DP1874'
 DP1874'THE STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1874'HORIZONTAL CONTROL DISK SET IN THE TOP OF A 35 CM (14 INCH) CONCRETE
 DP1874'POST AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DP1874'8.5 M (27.9 FT) NORTHEAST OF THE CENTERLINE OF AIRPORT ROAD, 49.4 M
 DP1874'(162.1 FT) WEST OF THE SOUTHWEST CORNER OF A BROWN GARAGE BUILDING,
 DP1874'45.7 M (149.9 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF A PRIVATE
 DP1874'DRIVEWAY -6025-, 16.0 M (52.5 FT) NORTHWEST OF A DECORATIVE WOODEN
 DP1874'SIGN -PAYZER MEMORIAL AIR FIELD- AND LOCATED BETWEEN TWO WHITE PLASTIC
 DP1874'WITNESS POSTS.
 DP1874'
 DP1874'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1874'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE EAST EXTENDING
 DP1874'TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1822 ***********************************************************************
 DP1822  DESIGNATION -  BOULDER JUNCTION S GPS
 DP1822  PID         -  DP1822
 DP1822  STATE/COUNTY-  WI/VILAS
 DP1822  COUNTRY     -  US
 DP1822  USGS QUAD   -  BOULDER JUNCTION (2018)
 DP1822
 DP1822                         *CURRENT SURVEY CONTROL
 DP1822  ______________________________________________________________________
 DP1822* NAD 83(2011) POSITION- 46 04 48.88074(N) 089 38 41.26931(W)   ADJUSTED
 DP1822* NAD 83(2011) ELLIP HT-   472.771 (meters)        (05/27/14)   ADJUSTED
 DP1822* NAD 83(2011) EPOCH   -  2010.00
 DP1822* NAVD 88 ORTHO HEIGHT -   503.878 (meters)     1653.14  (feet) ADJUSTED
 DP1822  ______________________________________________________________________
 DP1822  GEOID HEIGHT    -        -31.102 (meters)                     GEOID18
 DP1822  NAD 83(2011) X  -     27,477.248 (meters)                     COMP
 DP1822  NAD 83(2011) Y  - -4,432,142.483 (meters)                     COMP
 DP1822  NAD 83(2011) Z  -  4,571,779.498 (meters)                     COMP
 DP1822  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 DP1822  DYNAMIC HEIGHT  -        503.868 (meters)     1653.11  (feet) COMP
 DP1822  MODELED GRAVITY -    980,578.5   (mgal)                       NAVD 88
 DP1822
 DP1822  VERT ORDER      -  SECOND    CLASS I
 DP1822
 DP1822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1822  Standards:
 DP1822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1822  -------------------------------------------------------------------
 DP1822  NETWORK    0.47   0.61           0.20   0.18   0.31     -0.21362050
 DP1822  -------------------------------------------------------------------
 DP1822  Click here for local accuracies and other accuracy information.
 DP1822
 DP1822.The horizontal coordinates were established by GPS observations
 DP1822.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP1822
 DP1822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1822.been affixed to the stable North American tectonic plate. See 
 DP1822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1822
 DP1822.The horizontal coordinates are valid at the epoch date displayed above
 DP1822.which is a decimal equivalence of Year/Month/Day.
 DP1822
 DP1822.The orthometric height was determined by differential leveling and
 DP1822.adjusted by the NATIONAL GEODETIC SURVEY
 DP1822.in February 2017.
 DP1822
 DP1822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1822.GEOID18 height accuracy estimate available here.
 DP1822
 DP1822.Click photographs - Photos may exist for this station.
 DP1822
 DP1822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1822
 DP1822.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1822
 DP1822.The ellipsoidal height was determined by GPS observations
 DP1822.and is referenced to NAD 83.
 DP1822
 DP1822.The dynamic height is computed by dividing the NAVD 88
 DP1822.geopotential number by the normal gravity value computed on the
 DP1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1822.degrees latitude (g = 980.6199 gals.).
 DP1822
 DP1822.The modeled gravity was interpolated from observed gravity values.
 DP1822
 DP1822. The following values were computed from the NAD 83(2011) position.
 DP1822
 DP1822;                    North         East     Units Scale Factor Converg.
 DP1822;SPC WI N     -   101,600.173   627,473.830   MT  0.99994651   +0 15 22.4
 DP1822;SPC WI N     -   333,333.23  2,058,637.06   sFT  0.99994651   +0 15 22.4
 DP1822;UTM  16      - 5,106,364.178   295,506.144   MT  1.00011410   -1 54 20.7
 DP1822
 DP1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1822!SPC WI N     -   0.99992589  x   0.99994651  =   0.99987240
 DP1822!UTM  16      -   0.99992589  x   1.00011410  =   1.00003998
 DP1822
 DP1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9550606364(NAD 83)
 DP1822
 DP1822                          SUPERSEDED SURVEY CONTROL
 DP1822
 DP1822  NAVD 88 (03/19/14)  503.914  (m)         1653.26   (f) SUPERSEDED  2 1
 DP1822
 DP1822.Superseded values are not recommended for survey control.
 DP1822
 DP1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1822.See file dsdata.pdf to determine how the superseded data were derived.
 DP1822
 DP1822_MARKER: DD = SURVEY DISK
 DP1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1822_STAMPING: BOULDER JUNCTION S GPS 2012
 DP1822_MARK LOGO: WIDT
 DP1822_PROJECTION: FLUSH
 DP1822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1822+STABILITY: SURFACE MOTION
 DP1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1822+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2013
 DP1822
 DP1822  HISTORY     - Date     Condition        Report By
 DP1822  HISTORY     - 2012     MONUMENTED       WIDT
 DP1822  HISTORY     - 20130816 GOOD             WIDT
 DP1822
 DP1822                          STATION DESCRIPTION
 DP1822
 DP1822'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1822'THE STATION IS LOCATED APPROXIMATELY 21.9 MI (35.2 KM) NORTH-NORTHWEST
 DP1822'OF EAGLE RIVER, 8.3 MI (13.4 KM) NORTHWEST OF SAYNER AND 2.2 MI (3.5
 DP1822'KM) SOUTH OF BOULDER JUNCTION.
 DP1822'
 DP1822'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K WEST (MAIN
 DP1822'STREET) WITH COUNTY HIGHWAY M SOUTH (PARK STREET) IN THE COMMUNITY OF
 DP1822'BOULDER JUNCTION, GO SOUTH ON COUNTY HIGHWAY M (PARK STREET) FOR 2.15
 DP1822'MI (3.5 KM) TO COUNTY HIGHWAY K EAST ON THE LEFT.  CONTINUE SOUTH ON
 DP1822'COUNTY HIGHWAY M FOR 0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.
 DP1822'
 DP1822'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1822'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1822'INCH) DIAMETER CONCRETE POST APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN
 DP1822'THE HIGHWAY PAVEMENT.  THE STATION IS 11.5 M (37.7 FT) WEST OF THE
 DP1822'CENTERLINE COUNTY HIGHWAY M, AT THE DITCH BOTTOM AND LOCATED IN THE
 DP1822'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP1822'
 DP1822'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1822'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6232 ***********************************************************************
 DO6232  DESIGNATION -  BOULDER JUNCTION SW GPS
 DO6232  PID         -  DO6232
 DO6232  STATE/COUNTY-  WI/VILAS
 DO6232  COUNTRY     -  US
 DO6232  USGS QUAD   -  BOULDER JUNCTION (2018)
 DO6232
 DO6232                         *CURRENT SURVEY CONTROL
 DO6232  ______________________________________________________________________
 DO6232* NAD 83(2011) POSITION- 46 03 35.93220(N) 089 44 31.39978(W)   ADJUSTED
 DO6232* NAD 83(2011) ELLIP HT-   462.607 (meters)        (05/27/14)   ADJUSTED
 DO6232* NAD 83(2011) EPOCH   -  2010.00
 DO6232* NAVD 88 ORTHO HEIGHT -   493.605 (meters)     1619.44  (feet) ADJUSTED
 DO6232  ______________________________________________________________________
 DO6232  GEOID HEIGHT    -        -31.001 (meters)                     GEOID18
 DO6232  NAD 83(2011) X  -     19,961.008 (meters)                     COMP
 DO6232  NAD 83(2011) Y  - -4,433,797.902 (meters)                     COMP
 DO6232  NAD 83(2011) Z  -  4,570,209.439 (meters)                     COMP
 DO6232  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 DO6232  DYNAMIC HEIGHT  -        493.596 (meters)     1619.41  (feet) COMP
 DO6232  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 DO6232
 DO6232  VERT ORDER      -  SECOND    CLASS I
 DO6232
 DO6232  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6232  Standards:
 DO6232         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6232            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6232  -------------------------------------------------------------------
 DO6232  NETWORK    0.30   0.39           0.13   0.11   0.20     -0.05487009
 DO6232  -------------------------------------------------------------------
 DO6232  Click here for local accuracies and other accuracy information.
 DO6232
 DO6232.The horizontal coordinates were established by GPS observations
 DO6232.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6232
 DO6232.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6232.been affixed to the stable North American tectonic plate. See 
 DO6232.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6232
 DO6232.The horizontal coordinates are valid at the epoch date displayed above
 DO6232.which is a decimal equivalence of Year/Month/Day.
 DO6232
 DO6232.The orthometric height was determined by differential leveling and
 DO6232.adjusted by the NATIONAL GEODETIC SURVEY
 DO6232.in February 2017.
 DO6232
 DO6232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6232.GEOID18 height accuracy estimate available here.
 DO6232
 DO6232.Click photographs - Photos may exist for this station.
 DO6232
 DO6232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6232
 DO6232.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6232
 DO6232.The ellipsoidal height was determined by GPS observations
 DO6232.and is referenced to NAD 83.
 DO6232
 DO6232.The dynamic height is computed by dividing the NAVD 88
 DO6232.geopotential number by the normal gravity value computed on the
 DO6232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6232.degrees latitude (g = 980.6199 gals.).
 DO6232
 DO6232.The modeled gravity was interpolated from observed gravity values.
 DO6232
 DO6232. The following values were computed from the NAD 83(2011) position.
 DO6232
 DO6232;                    North         East     Units Scale Factor Converg.
 DO6232;SPC WI N     -    99,318.928   619,958.540   MT  0.99994711   +0 11 09.9
 DO6232;SPC WI N     -   325,848.85  2,033,980.64   sFT  0.99994711   +0 11 09.9
 DO6232;UTM  16      - 5,104,367.649   287,908.739   MT  1.00015301   -1 58 30.7
 DO6232
 DO6232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6232!SPC WI N     -   0.99992748  x   0.99994711  =   0.99987460
 DO6232!UTM  16      -   0.99992748  x   1.00015301  =   1.00008048
 DO6232
 DO6232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8790804367(NAD 83)
 DO6232
 DO6232                          SUPERSEDED SURVEY CONTROL
 DO6232
 DO6232  NAVD 88 (07/25/13)  493.629  (m)         1619.51   (f) SUPERSEDED  2 1
 DO6232
 DO6232.Superseded values are not recommended for survey control.
 DO6232
 DO6232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6232.See file dsdata.pdf to determine how the superseded data were derived.
 DO6232
 DO6232_MARKER: DD = SURVEY DISK
 DO6232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6232_STAMPING: BOULDER JUNCTION SW GPS 2011
 DO6232_MARK LOGO: WIDT
 DO6232_PROJECTION: FLUSH
 DO6232_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6232+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2012
 DO6232
 DO6232  HISTORY     - Date     Condition        Report By
 DO6232  HISTORY     - 2011     MONUMENTED       WIDT
 DO6232  HISTORY     - 20121107 GOOD             WIDT
 DO6232
 DO6232                          STATION DESCRIPTION
 DO6232
 DO6232'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6232'THE STATION IS LOCATED 9.5 MI (15.3 KM) NORTHEAST OF LAC DU FLAMBEAU,
 DO6232'8.7 MI (14.0 KM) SOUTHEAST OF MANITOWISH WATERS, AND 5.9 MI (9.5 KM)
 DO6232'SOUTHWEST OF BOULDER JUNCTION.
 DO6232'
 DO6232'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DO6232'HIGHWAY H ABOUT 8 MI (12.9 KM) SOUTHEAST OF MANITOWISH WATERS, GO
 DO6232'SOUTHEAST ON U.S. HIGHWAY 51 FOR 0.45 MI (0.7 KM) TO MIDDLE GRESHAM
 DO6232'LANE ON THE RIGHT.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 51 FOR 0.35 MI
 DO6232'(0.6 KM) TO THE STATION ON THE LEFT.
 DO6232'
 DO6232'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6232'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6232'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 0.6 M
 DO6232'(2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 9.1 M (29.9
 DO6232'FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 51, 108.8 M (357.0 FT)
 DO6232'WEST OF THE CENTERLINE OF HARMONY POINT LANE, 2.1 M (6.9 FT) NORTHEAST
 DO6232'OF A CHANNEL POST WHICH MARKS THE END OF A METAL HIGHWAY GUARD RAIL,
 DO6232'AND 1 M (3.3 FT) EAST AND WEST OF TWO ORANGE 4X4 GUARD POSTS.
 DO6232'
 DO6232'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6232'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0636 ***********************************************************************
 QM0636  DESIGNATION -  BOULDER LAKE LOOKOUT
 QM0636  PID         -  QM0636
 QM0636  STATE/COUNTY-  WI/OCONTO
 QM0636  COUNTRY     -  US
 QM0636  USGS QUAD   -  LANGLADE (2018)
 QM0636
 QM0636                         *CURRENT SURVEY CONTROL
 QM0636  ______________________________________________________________________
 QM0636* NAD 83(1991) POSITION- 45 07 47.00419(N) 088 38 02.80199(W)   ADJUSTED
 QM0636  ______________________________________________________________________
 QM0636  GEOID HEIGHT    -        -35.666 (meters)                     GEOID18
 QM0636  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 QM0636  HORZ ORDER      -  THIRD
 QM0636
 QM0636.The horizontal coordinates were established by classical geodetic methods
 QM0636.and adjusted by the National Geodetic Survey in November 1991.
 QM0636
 QM0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0636.GEOID18 height accuracy estimate available here.
 QM0636
 QM0636.Click photographs - Photos may exist for this station.
 QM0636
 QM0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0636
 QM0636. The following values were computed from the NAD 83(1991) position.
 QM0636
 QM0636;                    North         East     Units Scale Factor Converg.
 QM0636;SPC WI C     -   144,958.529   707,442.292   MT  0.99995048   +0 57 49.5
 QM0636;SPC WI C     -   475,584.77  2,321,000.25   sFT  0.99995048   +0 57 49.5
 QM0636;UTM  16      - 4,998,660.054   371,498.010   MT  0.99980304   -1 09 29.7
 QM0636
 QM0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7149898660(NAD 83)
 QM0636
 QM0636                          SUPERSEDED SURVEY CONTROL
 QM0636
 QM0636  NAD 83(1986)-  45 07 47.00962(N)    088 38 02.81532(W) AD(       ) 3
 QM0636  NAD 27      -  45 07 47.11000(N)    088 38 02.43900(W) AD(       ) 3
 QM0636
 QM0636.Superseded values are not recommended for survey control.
 QM0636
 QM0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0636.See file dsdata.pdf to determine how the superseded data were derived.
 QM0636
 QM0636_MARKER: 57 = LOOKOUT TOWER
 QM0636
 QM0636  HISTORY     - Date     Condition        Report By
 QM0636  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0636
 QM0636                          STATION DESCRIPTION
 QM0636
 QM0636'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1627 ***********************************************************************
 RL1627  DESIGNATION -  BOULDER LOT
 RL1627  PID         -  RL1627
 RL1627  STATE/COUNTY-  WI/VILAS
 RL1627  COUNTRY     -  US
 RL1627  USGS QUAD   -  BOULDER JUNCTION (2018)
 RL1627
 RL1627                         *CURRENT SURVEY CONTROL
 RL1627  ______________________________________________________________________
 RL1627* NAD 83(1991) POSITION- 46 06 23.72753(N) 089 42 51.63564(W)   ADJUSTED
 RL1627* NAVD 88 ORTHO HEIGHT -   528.    (meters)     1732.    (feet) SCALED
 RL1627  ______________________________________________________________________
 RL1627  GEOID HEIGHT    -        -30.993 (meters)                     GEOID18
 RL1627  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 RL1627  HORZ ORDER      -  THIRD
 RL1627
 RL1627.The horizontal coordinates were established by classical geodetic methods
 RL1627.and adjusted by the National Geodetic Survey in November 1991.
 RL1627
 RL1627.The orthometric height was scaled from a topographic map.
 RL1627
 RL1627.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1627.GEOID18 height accuracy estimate available here.
 RL1627
 RL1627.Click photographs - Photos may exist for this station.
 RL1627
 RL1627.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1627
 RL1627. The following values were computed from the NAD 83(1991) position.
 RL1627
 RL1627;                    North         East     Units Scale Factor Converg.
 RL1627;SPC WI N     -   104,506.773   622,084.144   MT  0.99994591   +0 12 21.8
 RL1627;SPC WI N     -   342,869.30  2,040,954.40   sFT  0.99994591   +0 12 21.8
 RL1627;UTM  16      - 5,109,472.634   290,229.012   MT  1.00014097   -1 57 24.3
 RL1627
 RL1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1627!SPC WI N     -   0.99992209  x   0.99994591  =   0.99986800
 RL1627!UTM  16      -   0.99992209  x   1.00014097  =   1.00006305
 RL1627
 RL1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9022909472(NAD 83)
 RL1627
 RL1627                          SUPERSEDED SURVEY CONTROL
 RL1627
 RL1627  NAD 83(1986)-  46 06 23.72326(N)    089 42 51.63132(W) AD(       ) 3
 RL1627  NAD 27      -  46 06 23.90200(N)    089 42 51.08200(W) AD(       ) 3
 RL1627
 RL1627.Superseded values are not recommended for survey control.
 RL1627
 RL1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1627.See file dsdata.pdf to determine how the superseded data were derived.
 RL1627
 RL1627_MARKER: DB = BENCH MARK DISK
 RL1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1627_STAMPING: D 1934 BOULDER TOWER
 RL1627_MARK LOGO: USGS
 RL1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1627+STABILITY: SURFACE MOTION
 RL1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1627+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 RL1627
 RL1627  HISTORY     - Date     Condition        Report By
 RL1627  HISTORY     - 1934     MONUMENTED       USGS
 RL1627  HISTORY     - 1952     GOOD             CGS
 RL1627  HISTORY     - 20050920 GOOD             WIDT
 RL1627
 RL1627                          STATION DESCRIPTION
 RL1627
 RL1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1627'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF STAR LAKE,
 RL1627'9 MILES SOUTHEAST OF MANITOWISH WATERS, 3-1/2 MILES WEST
 RL1627'OF BOULDER JUNCTION AND IN THE CENTER OF THE BASE OF THE BOULDER
 RL1627'LOOKOUT TOWER.
 RL1627'
 RL1627'THE STATION MARK IS A U.S.G.S. BENCH MARK DISK SET IN AN 8-INCH
 RL1627'SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS LOCATED IN
 RL1627'THE CENTER OF THE BASE OF THE LOOKOUT TOWER, WHICH IS A FOUR
 RL1627'LEGGED STRUCTURE ABOUT 100 FEET HIGH WITH A LOOKOUT CAB ON
 RL1627'THE TOP.  POINT OBSERVED UPON AND TRAVERSED TO, THE CENTER OF
 RL1627'THE BASE OF THE STRUCTURE.  THE TRAVERSE CONNECTION WAS MADE
 RL1627'FROM TRIANGULATION STATION BOULDER AND THE DISTANCE WAS FOUND
 RL1627'TO BE 40.18 FEET (12.246 METERS).
 RL1627'
 RL1627'TO REACH THE STATION FROM BOULDER JUNCTION, GO WEST ON COUNTY
 RL1627'ROAD H FOR 2.5 MILES TO THE JUNCTION WITH STATE FOREST ROAD K,
 RL1627'CONTINUE WESTERLY ON COUNTY ROAD H FOR 0.9 MILE TO A SIDE
 RL1627'ROAD LEFT, TURN LEFT AND FOLLOW THE TRACK ROAD SOUTHERLY
 RL1627'FOR 1.0 MILE TO THE END OF THE ROAD, A CABIN ON THE RIGHT
 RL1627'AND THE END OF TRUCK TRAVEL.  FROM HERE, PACK WESTERLY ALONG
 RL1627'A FOOT-PATH FOR ABOUT 200 YARDS TO THE LOOKOUT TOWER AND THE
 RL1627'STATION AS DESCRIBED.
 RL1627
 RL1627                          STATION RECOVERY (2005)
 RL1627
 RL1627'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1627'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 0.2 M NORTHWEST OF A
 RL1627'WHITE WITNESS SIGN ON A STEEL FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS3996 ***********************************************************************
 DS3996  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3996  DESIGNATION -  BOUNDARY
 DS3996  PID         -  DS3996
 DS3996  STATE/COUNTY-  WI/BAYFIELD
 DS3996  COUNTRY     -  US
 DS3996  USGS QUAD   -  CORNUCOPIA (2018)
 DS3996
 DS3996                         *CURRENT SURVEY CONTROL
 DS3996  ______________________________________________________________________
 DS3996* NAD 83(2011) POSITION- 46 51 34.95815(N) 091 06 12.67357(W)   ADJUSTED
 DS3996* NAD 83(2011) ELLIP HT-   154.389 (meters)        (12/02/25)   ADJUSTED
 DS3996* NAD 83(2011) EPOCH   -  2010.00
 DS3996* NAVD 88 ORTHO HEIGHT -   185.61  (meters)      609.0   (feet) GPS OBS
 DS3996  ______________________________________________________________________
 DS3996  GEOID HEIGHT    -        -31.214 (meters)                     GEOID18
 DS3996  NAD 83(2011) X  -    -84,145.611 (meters)                     COMP
 DS3996  NAD 83(2011) Y  - -4,368,376.014 (meters)                     COMP
 DS3996  NAD 83(2011) Z  -  4,631,227.113 (meters)                     COMP
 DS3996  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 DS3996
 DS3996  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3996  Standards:
 DS3996         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3996            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3996  -------------------------------------------------------------------
 DS3996  NETWORK    0.50   0.90           0.23   0.17   0.46     -0.05301235
 DS3996  -------------------------------------------------------------------
 DS3996  Click here for local accuracies and other accuracy information.
 DS3996
 DS3996.The horizontal coordinates were established by GPS observations
 DS3996.and adjusted by the National Geodetic Survey in December 2025.
 DS3996
 DS3996.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3996.been affixed to the stable North American tectonic plate. See 
 DS3996.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3996
 DS3996.The horizontal coordinates are valid at the epoch date displayed above
 DS3996.which is a decimal equivalence of Year/Month/Day.
 DS3996
 DS3996.The orthometric height was determined by GPS observations and a
 DS3996.high-resolution geoid model using precise GPS observation and
 DS3996.processing techniques.
 DS3996
 DS3996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3996.GEOID18 height accuracy estimate available here.
 DS3996
 DS3996.Click photographs - Photos may exist for this station.
 DS3996
 DS3996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3996
 DS3996.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3996
 DS3996.The ellipsoidal height was determined by GPS observations
 DS3996.and is referenced to NAD 83.
 DS3996
 DS3996. The following values were computed from the NAD 83(2011) position.
 DS3996
 DS3996;                    North         East     Units Scale Factor Converg.
 DS3996;SPC WI N     -   188,766.268   515,852.384   MT  1.00001834   -0 47 45.8
 DS3996;SPC WI N     -   619,310.66  1,692,425.70   sFT  1.00001834   -0 47 45.8
 DS3996;UTM  15      - 5,191,320.444   644,556.231   MT  0.99985684   +1 23 02.6
 DS3996
 DS3996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3996!SPC WI N     -   0.99997580  x   1.00001834  =   0.99999414
 DS3996!UTM  15      -   0.99997580  x   0.99985684  =   0.99983264
 DS3996
 DS3996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4455691320(NAD 83)
 DS3996
 DS3996                          SUPERSEDED SURVEY CONTROL
 DS3996
 DS3996.No superseded survey control is available for this station.
 DS3996
 DS3996_MARKER: DD = SURVEY DISK
 DS3996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3996_SP_SET: CONCRETE SEAWALL
 DS3996_STAMPING: BOUNDARY
 DS3996_MARK LOGO: USACE
 DS3996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3996+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 DS3996
 DS3996  HISTORY     - Date     Condition        Report By
 DS3996  HISTORY     - UNK      MONUMENTED       USACE
 DS3996  HISTORY     - 20220804 GOOD             NGS
 DS3996
 DS3996                          STATION DESCRIPTION
 DS3996
 DS3996'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3996'THE MARK IS LOCATED IN BAYFIELD COUNTY, WI.
 DS3996'
 DS3996'IT IS LOCATED ABOUT 16.2 MI (26.1 KM) NORTHWEST OF WASHBURN, 14.6 MI
 DS3996'(23.5 KM) EAST-NORTHEAST OF PORT WING, 13.9 MI (22.4 KM)
 DS3996'WEST-NORTHWEST OF BAYFIELD, 7.7 MI (12.4 KM) EAST-NORTHEAST OF
 DS3996'HERBSTER AND IN THE TOWN OF CORNUCOPIA, WI.
 DS3996'
 DS3996'THE MARK IS A DISK SET IN THE CONCRETE TOP OF A SHEET PILE BREAKWALL,
 DS3996'69.50 M (228.0 FT) NORTHWEST OF THE TRANSITION FROM ROCK TO CONCRETE
 DS3996'TOPPED BREAKWALL, 15.32 M (50.3 FT) NORTHEAST OF A LADDER ON THE SOUTH
 DS3996'SIDE OF THE WALL, 15.11 M (49.6 FT) EAST OF THE INSIDE CORNER OF THE
 DS3996'SHEET PILE WHERE THE SEAWALL NARROWS AS IT EXTENDS W, 10.15 M (33.3
 DS3996'FT) NORTH OF OF THE SOUTH SIDE OF THE SHEET PILE WALL AND 3.27 M (10.7
 DS3996'FT) SOUTH OF THE NORTH SIDE OF THE SHEET PILE WALL.  THE MARK IS A
 DS3996'REFERENCE MARK FOR A WATER LEVEL MEASURING GAUGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7427 ***********************************************************************
 DE7427  DESIGNATION -  BOVINA E GPS
 DE7427  PID         -  DE7427
 DE7427  STATE/COUNTY-  WI/OUTAGAMIE
 DE7427  COUNTRY     -  US
 DE7427  USGS QUAD   -  SHIOCTON (2018)
 DE7427
 DE7427                         *CURRENT SURVEY CONTROL
 DE7427  ______________________________________________________________________
 DE7427* NAD 83(2011) POSITION- 44 28 33.31456(N) 088 30 03.38367(W)   ADJUSTED
 DE7427* NAD 83(2011) ELLIP HT-   197.313 (meters)        (06/27/12)   ADJUSTED
 DE7427* NAD 83(2011) EPOCH   -  2010.00
 DE7427* NAVD 88 ORTHO HEIGHT -   233.639 (meters)      766.53  (feet) ADJUSTED
 DE7427  ______________________________________________________________________
 DE7427  GEOID HEIGHT    -        -36.328 (meters)                     GEOID18
 DE7427  NAD 83(2011) X  -    119,258.727 (meters)                     COMP
 DE7427  NAD 83(2011) Y  - -4,557,163.874 (meters)                     COMP
 DE7427  NAD 83(2011) Z  -  4,446,117.567 (meters)                     COMP
 DE7427  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 DE7427  DYNAMIC HEIGHT  -        233.604 (meters)      766.42  (feet) COMP
 DE7427  MODELED GRAVITY -    980,466.7   (mgal)                       NAVD 88
 DE7427
 DE7427  VERT ORDER      -  SECOND    CLASS I
 DE7427
 DE7427  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7427  Standards:
 DE7427         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7427            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7427  -------------------------------------------------------------------
 DE7427  NETWORK    0.42   0.41           0.19   0.15   0.21     -0.00619066
 DE7427  -------------------------------------------------------------------
 DE7427  Click here for local accuracies and other accuracy information.
 DE7427
 DE7427.The horizontal coordinates were established by GPS observations
 DE7427.and adjusted by the National Geodetic Survey in June 2012.
 DE7427
 DE7427.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7427.been affixed to the stable North American tectonic plate. See 
 DE7427.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7427
 DE7427.The horizontal coordinates are valid at the epoch date displayed above
 DE7427.which is a decimal equivalence of Year/Month/Day.
 DE7427
 DE7427.The orthometric height was determined by differential leveling and
 DE7427.adjusted by the WI DEPT OF TRANSP
 DE7427.in May 2012.
 DE7427
 DE7427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7427.GEOID18 height accuracy estimate available here.
 DE7427
 DE7427.Click photographs - Photos may exist for this station.
 DE7427
 DE7427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7427
 DE7427.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7427
 DE7427.The ellipsoidal height was determined by GPS observations
 DE7427.and is referenced to NAD 83.
 DE7427
 DE7427.The dynamic height is computed by dividing the NAVD 88
 DE7427.geopotential number by the normal gravity value computed on the
 DE7427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7427.degrees latitude (g = 980.6199 gals.).
 DE7427
 DE7427.The modeled gravity was interpolated from observed gravity values.
 DE7427
 DE7427. The following values were computed from the NAD 83(2011) position.
 DE7427
 DE7427;                    North         East     Units Scale Factor Converg.
 DE7427;SPC WI C     -    72,503.820   719,257.697   MT  0.99996496   +1 03 27.7
 DE7427;SPC WI C     -   237,872.95  2,359,764.63   sFT  0.99996496   +1 03 27.7
 DE7427;UTM  16      - 4,925,830.073   380,629.282   MT  0.99977524   -1 03 06.1
 DE7427
 DE7427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7427!SPC WI C     -   0.99996906  x   0.99996496  =   0.99993402
 DE7427!UTM  16      -   0.99996906  x   0.99977524  =   0.99974431
 DE7427
 DE7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8062925830(NAD 83)
 DE7427
 DE7427                          SUPERSEDED SURVEY CONTROL
 DE7427
 DE7427  NAD 83(2007)-  44 28 33.31467(N)    088 30 03.38456(W) AD(2002.00) 0
 DE7427  ELLIP H (02/10/07)  197.354  (m)                       GP(2002.00)    
 DE7427  NAD 83(1997)-  44 28 33.31467(N)    088 30 03.38455(W) AD(       ) 1
 DE7427  ELLIP H (06/11/03)  197.350  (m)                       GP(       ) 3 1
 DE7427  NAVD 88             233.61   (m)          766.4    (f) LEVELING    3  
 DE7427  NAVD 88 (04/20/07)  233.610  (m)          766.44   (f) SUPERSEDED  2 1
 DE7427  NAVD 88             233.62   (m)          766.5    (f) LEVELING    3  
 DE7427  NAVD 88 (05/16/03)  233.621  (m)          766.47   (f) SUPERSEDED  2 1
 DE7427
 DE7427.Superseded values are not recommended for survey control.
 DE7427
 DE7427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7427.See file dsdata.pdf to determine how the superseded data were derived.
 DE7427
 DE7427_MARKER: DD = SURVEY DISK
 DE7427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7427_STAMPING: BOVINA E GPS 1993
 DE7427_MARK LOGO: WIDT
 DE7427_PROJECTION: FLUSH
 DE7427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7427+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DE7427
 DE7427  HISTORY     - Date     Condition        Report By
 DE7427  HISTORY     - 1993     MONUMENTED       WI-087
 DE7427  HISTORY     - 20001220 GOOD             WIDT
 DE7427  HISTORY     - 20030611 GOOD             USPSQD
 DE7427  HISTORY     - 20041008 GOOD             USPSQD
 DE7427  HISTORY     - 20060120 GOOD             GEOCAC
 DE7427  HISTORY     - 20081201 GOOD             WIDT
 DE7427  HISTORY     - 20150420 GOOD             WI-087
 DE7427
 DE7427                          STATION DESCRIPTION
 DE7427
 DE7427'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7427'THE STATION IS LOCATED ABOUT 24 KM NORTH-NORTHWEST OF APPLETON, 7 KM
 DE7427'NORTHEAST OF SHIOCTON AND 3 KM WEST OF BLACK CREEK.
 DE7427'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7427'STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE HIGHWAY 54
 DE7427'IN THE VILLAGE OF BLACK CREEK, GO WEST ON STATE HIGHWAY 54 FOR 2.7 KM
 DE7427'TO COUNTY HIGHWAY P ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 54
 DE7427'FOR 1.1 KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE
 DE7427'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL MARKER
 DE7427'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DE7427'OF 1.8 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DE7427'17.6 M SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 54, 53.6 M
 DE7427'EAST-SOUTHEAST OF POWER POLE --82-22123 35-5--, 43.2 M SOUTH OF POWER
 DE7427'POLE --82-22122--, 16.3 M WEST OF A --R/W-- POST, 5 M NORTH-NORTHWEST
 DE7427'OF A CULTIVATED FIELD AND 1.0 M NORTH OF A STEEL WITNESS POST.
 DE7427'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7427'THAN 20 DEGREES ABOVE THE HORIZON.
 DE7427
 DE7427                          STATION RECOVERY (2003)
 DE7427
 DE7427'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7427'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DE7427'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DE7427
 DE7427                          STATION RECOVERY (2004)
 DE7427
 DE7427'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7427'RECOVERED IN GOOD CONDITION.
 DE7427
 DE7427                          STATION RECOVERY (2006)
 DE7427
 DE7427'RECOVERY NOTE BY GEOCACHING 2006 (RFC)
 DE7427'RECOVERED IN GOOD CONDITION.
 DE7427
 DE7427                          STATION RECOVERY (2008)
 DE7427
 DE7427'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DE7427'RECOVERED AS DESCRIBED.
 DE7427
 DE7427                          STATION RECOVERY (2015)
 DE7427
 DE7427'RECOVERY NOTE BY OUTAGAMIE COUNTY WISCONSIN 2015 (EPS)
 DE7427'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7426 ***********************************************************************
 DE7426  DESIGNATION -  BOVINA E GPS AZ MK
 DE7426  PID         -  DE7426
 DE7426  STATE/COUNTY-  WI/OUTAGAMIE
 DE7426  COUNTRY     -  US
 DE7426  USGS QUAD   -  SHIOCTON (2018)
 DE7426
 DE7426                         *CURRENT SURVEY CONTROL
 DE7426  ______________________________________________________________________
 DE7426* NAD 83(1986) POSITION- 44 28 28.1    (N) 088 30 19.3    (W)   HD_HELD2
 DE7426* NAVD 88 ORTHO HEIGHT -   233.861 (meters)      767.26  (feet) ADJUSTED
 DE7426  ______________________________________________________________________
 DE7426  GEOID HEIGHT    -        -36.330 (meters)                     GEOID18
 DE7426  DYNAMIC HEIGHT  -        233.827 (meters)      767.15  (feet) COMP
 DE7426  MODELED GRAVITY -    980,466.6   (mgal)                       NAVD 88
 DE7426
 DE7426  VERT ORDER      -  SECOND    CLASS I
 DE7426
 DE7426.The horizontal coordinates were established by autonomous hand held GPS
 DE7426.observations and have an estimated accuracy of +/- 10 meters.
 DE7426
 DE7426.The orthometric height was determined by differential leveling and
 DE7426.adjusted by the WI DEPT OF TRANSP
 DE7426.in May 2012.
 DE7426
 DE7426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7426.GEOID18 height accuracy estimate available here.
 DE7426
 DE7426.Click photographs - Photos may exist for this station.
 DE7426
 DE7426.The dynamic height is computed by dividing the NAVD 88
 DE7426.geopotential number by the normal gravity value computed on the
 DE7426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7426.degrees latitude (g = 980.6199 gals.).
 DE7426
 DE7426.The modeled gravity was interpolated from observed gravity values.
 DE7426
 DE7426;                    North         East    Units  Estimated Accuracy
 DE7426;SPC WI C     -    72,336.      718,909.      MT  (+/- 10 meters HH2 GPS)
 DE7426
 DE7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8027425675(NAD 83)
 DE7426
 DE7426                          SUPERSEDED SURVEY CONTROL
 DE7426
 DE7426  NAVD 88 (04/20/07)  233.833  (m)          767.17   (f) SUPERSEDED  2 1
 DE7426  NAVD 88 (05/16/03)  233.844  (m)          767.20   (f) SUPERSEDED  2 1
 DE7426
 DE7426.Superseded values are not recommended for survey control.
 DE7426
 DE7426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7426.See file dsdata.pdf to determine how the superseded data were derived.
 DE7426
 DE7426_MARKER: DZ = AZIMUTH MARK DISK
 DE7426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7426_STAMPING: BOVINA E GPS 1993
 DE7426_MARK LOGO: WIDT
 DE7426_PROJECTION: FLUSH
 DE7426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7426+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2006
 DE7426
 DE7426  HISTORY     - Date     Condition        Report By
 DE7426  HISTORY     - 1993     MONUMENTED       WI-087
 DE7426  HISTORY     - 20001221 GOOD             WIDT
 DE7426  HISTORY     - 20030611 GOOD             USPSQD
 DE7426  HISTORY     - 20041008 GOOD             USPSQD
 DE7426  HISTORY     - 20050718 GOOD             WIDT
 DE7426  HISTORY     - 20061013 GOOD             USPSQD
 DE7426
 DE7426                          STATION DESCRIPTION
 DE7426
 DE7426'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7426'THE STATION IS LOCATED ABOUT 39 KM WEST OF GREEN BAY, 7 KM NORTHEAST
 DE7426'OF SHIOCTON AND 5 KM WEST OF BLACK CREEK. OWNERSHIP--WISCONSIN
 DE7426'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DE7426'OF STATE HIGHWAY 47 WITH STATE HIGHWAY 54 IN THE VILLAGE OF BLACK
 DE7426'CREEK, GO WEST ON STATE HIGHWAY 54 FOR 2.7 KM TO COUNTY HIGHWAY P ON
 DE7426'THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 54 FOR 1.4 KM TO THE
 DE7426'STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7426'TRANSPORTATION CONTROL MARKER SET IN THE TOP OF A 41-CM DIAMETER
 DE7426'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1 M BELOW THE HIGHWAY
 DE7426'PAVEMENT. THE STATION IS 13.0 M NORTH OF THE CENTERLINE OF STATE
 DE7426'HIGHWAY 54, 8 M EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 3.8 M
 DE7426'SOUTHEAST OF A G.T.E. CABLE MARKER, 3.0 M EAST OF A --R/W-- POST AND
 DE7426'1.0 M SOUTH OF A STEEL WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7426'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DE7426'HORIZON.
 DE7426
 DE7426                          STATION RECOVERY (2003)
 DE7426
 DE7426'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7426'RECOVERED IN GOOD CONDITION.
 DE7426
 DE7426                          STATION RECOVERY (2004)
 DE7426
 DE7426'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7426'RECOVERED IN GOOD CONDITION.
 DE7426
 DE7426                          STATION RECOVERY (2005)
 DE7426
 DE7426'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7426'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 MILE NORTHEAST
 DE7426'OF HERMAN ROAD, 1.0 M SOUTH OF A METAL WITNESS POST, AND 1.0 M EAST
 DE7426'AND 1.0 M WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DE7426
 DE7426                          STATION RECOVERY (2006)
 DE7426
 DE7426'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6076 ***********************************************************************
 DF6076  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6076  DESIGNATION -  BOVINA W GPS
 DF6076  PID         -  DF6076
 DF6076  STATE/COUNTY-  WI/OUTAGAMIE
 DF6076  COUNTRY     -  US
 DF6076  USGS QUAD   -  SHIOCTON (2018)
 DF6076
 DF6076                         *CURRENT SURVEY CONTROL
 DF6076  ______________________________________________________________________
 DF6076* NAD 83(2011) POSITION- 44 27 26.07537(N) 088 35 10.00500(W)   ADJUSTED
 DF6076* NAD 83(2011) ELLIP HT-   198.007 (meters)        (06/27/12)   ADJUSTED
 DF6076* NAD 83(2011) EPOCH   -  2010.00
 DF6076* NAVD 88 ORTHO HEIGHT -   234.37  (meters)      768.9   (feet) GPS OBS
 DF6076  ______________________________________________________________________
 DF6076  GEOID HEIGHT    -        -36.370 (meters)                     GEOID18
 DF6076  NAD 83(2011) X  -    112,520.068 (meters)                     COMP
 DF6076  NAD 83(2011) Y  - -4,558,790.076 (meters)                     COMP
 DF6076  NAD 83(2011) Z  -  4,444,636.825 (meters)                     COMP
 DF6076  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 DF6076
 DF6076  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6076  Standards:
 DF6076         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6076            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6076  -------------------------------------------------------------------
 DF6076  NETWORK    0.29   0.29           0.13   0.10   0.15      0.01307560
 DF6076  -------------------------------------------------------------------
 DF6076  Click here for local accuracies and other accuracy information.
 DF6076
 DF6076.The horizontal coordinates were established by GPS observations
 DF6076.and adjusted by the National Geodetic Survey in June 2012.
 DF6076
 DF6076.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6076.been affixed to the stable North American tectonic plate. See 
 DF6076.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6076
 DF6076.The horizontal coordinates are valid at the epoch date displayed above
 DF6076.which is a decimal equivalence of Year/Month/Day.
 DF6076
 DF6076.The orthometric height was determined by GPS observations and a
 DF6076.high-resolution geoid model using precise GPS observation and
 DF6076.processing techniques.
 DF6076
 DF6076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6076.GEOID18 height accuracy estimate available here.
 DF6076
 DF6076.Click photographs - Photos may exist for this station.
 DF6076
 DF6076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6076
 DF6076.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6076
 DF6076.The ellipsoidal height was determined by GPS observations
 DF6076.and is referenced to NAD 83.
 DF6076
 DF6076. The following values were computed from the NAD 83(2011) position.
 DF6076
 DF6076;                    North         East     Units Scale Factor Converg.
 DF6076;SPC WI C     -    70,307.198   712,518.633   MT  0.99996728   +0 59 51.4
 DF6076;SPC WI C     -   230,666.20  2,337,654.88   sFT  0.99996728   +0 59 51.4
 DF6076;UTM  16      - 4,923,883.294   373,815.177   MT  0.99979581   -1 06 39.7
 DF6076
 DF6076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6076!SPC WI C     -   0.99996895  x   0.99996728  =   0.99993624
 DF6076!UTM  16      -   0.99996895  x   0.99979581  =   0.99976477
 DF6076
 DF6076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7381523883(NAD 83)
 DF6076
 DF6076                          SUPERSEDED SURVEY CONTROL
 DF6076
 DF6076  NAD 83(2007)-  44 27 26.07547(N)    088 35 10.00586(W) AD(2002.00) 0
 DF6076  ELLIP H (02/10/07)  198.048  (m)                       GP(2002.00)    
 DF6076  NAD 83(1997)-  44 27 26.07552(N)    088 35 10.00592(W) AD(       ) 1
 DF6076  ELLIP H (06/11/03)  198.045  (m)                       GP(       ) 3 1
 DF6076  NAVD 88 (07/15/13)  234.38   (m)  GEOID12A model used  GPS OBS        
 DF6076  NAVD 88 (07/26/07)  234.34   (m)  GEOID03  model used  GPS OBS        
 DF6076  NAVD 88 (06/11/03)  234.37   (m)  GEOID99  model used  GPS OBS        
 DF6076
 DF6076.Superseded values are not recommended for survey control.
 DF6076
 DF6076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6076.See file dsdata.pdf to determine how the superseded data were derived.
 DF6076
 DF6076_MARKER: DD = SURVEY DISK
 DF6076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6076_STAMPING: BOVINA W GPS 1993
 DF6076_MARK LOGO: WI-087
 DF6076_PROJECTION: RECESSED 25 CENTIMETERS
 DF6076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6076+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DF6076
 DF6076  HISTORY     - Date     Condition        Report By
 DF6076  HISTORY     - 1993     MONUMENTED       WI-087
 DF6076  HISTORY     - 2001     GOOD             WIDT
 DF6076  HISTORY     - 20030702 GOOD             USPSQD
 DF6076  HISTORY     - 20041008 GOOD             USPSQD
 DF6076  HISTORY     - 20050712 GOOD             WIDT
 DF6076  HISTORY     - 20061011 GOOD             USPSQD
 DF6076  HISTORY     - 20081201 GOOD             WIDT
 DF6076  HISTORY     - 20150201 GOOD             WIDT
 DF6076
 DF6076                          STATION DESCRIPTION
 DF6076
 DF6076'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF6076'THE STATION IS LOCATED ABOUT 46 KM WEST-SOUTHWEST OF GREEN BAY AND 2
 DF6076'KM NORTHWEST OF SHIOCTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF6076'TRANSPORTATION.
 DF6076'
 DF6076'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH STATE
 DF6076'HIGHWAY 76 NORTH IN THE VILLAGE OF SHIOCTON, GO NORTH ON STATE HIGHWAY
 DF6076'76 FOR 1.4 KM TO KNORR ROAD AND THE STATION ON THE LEFT.
 DF6076'
 DF6076'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6076'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF6076'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1.0 M BELOW THE
 DF6076'HIGHWAY PAVEMENT.
 DF6076'
 DF6076'THE STATION IS 7.8 M WEST OF THE CENTERLINE OF STATE HIGHWAY 76, 75 M
 DF6076'NORTH OF THE CENTERLINE OF KNORR ROAD, 30.0 M NORTHWEST OF A POWER
 DF6076'POLE 77-1737, 32.1 M NORTH OF A TELEPHONE PEDESTAL L 502 1629, 2 M
 DF6076'EAST OF A CULTIVATED FIELD, 1.0 M EAST, 1.0 M SOUTH, AND 1.0 M NORTH
 DF6076'OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6076'
 DF6076'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF6076'DEGREES ABOVE THE HORIZON.
 DF6076
 DF6076                          STATION RECOVERY (2003)
 DF6076
 DF6076'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6076'RECOVERED IN GOOD CONDITION.
 DF6076
 DF6076                          STATION RECOVERY (2004)
 DF6076
 DF6076'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DF6076'RECOVERED IN GOOD CONDITION.
 DF6076
 DF6076                          STATION RECOVERY (2005)
 DF6076
 DF6076'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6076'RECOVERED IN GOOD CONDITION.  THE MONUMENT IS 25 CM BELOW GROUND
 DF6076'LEVEL.
 DF6076
 DF6076                          STATION RECOVERY (2006)
 DF6076
 DF6076'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF6076'RECOVERED IN GOOD CONDITION.
 DF6076
 DF6076                          STATION RECOVERY (2008)
 DF6076
 DF6076'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DF6076'THERE ARE NEW THREE PHASE OVERHEAD POWER LINES RUNNING JUST WEST OF
 DF6076'THE STATION.
 DF6076'
 DF6076'THE STATION IS NOW 21 M (68.9 FT) NORTH OF POWER POLE NUMBER 08-03999,
 DF6076'47 M (154.2 FT) SOUTH OF POWER POLE NUMBER 08-03998.
 DF6076'
 DF6076'THE POWER POLE TO THE SOUTH EXTENDS 25 DEGREES ABOVE THE HORIZON.
 DF6076
 DF6076                          STATION RECOVERY (2015)
 DF6076
 DF6076'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DF6076'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO2340 ***********************************************************************
 QO2340  FBN         -  This is a Federal Base Network Control Station.
 QO2340  PACS        -  This is a Primary Airport Control Station.
 QO2340  DESIGNATION -  BOYCEVILLE GPS
 QO2340  PID         -  QO2340
 QO2340  STATE/COUNTY-  WI/DUNN
 QO2340  COUNTRY     -  US
 QO2340  USGS QUAD   -  BOYCEVILLE (2018)
 QO2340
 QO2340                         *CURRENT SURVEY CONTROL
 QO2340  ______________________________________________________________________
 QO2340* NAD 83(2011) POSITION- 45 02 24.73209(N) 092 01 57.28159(W)   ADJUSTED
 QO2340* NAD 83(2011) ELLIP HT-   260.665 (meters)        (06/27/12)   ADJUSTED
 QO2340* NAD 83(2011) EPOCH   -  2010.00
 QO2340* NAVD 88 ORTHO HEIGHT -   291.358 (meters)      955.90  (feet) ADJUSTED
 QO2340  ______________________________________________________________________
 QO2340  GEOID HEIGHT    -        -30.697 (meters)                     GEOID18
 QO2340  NAD 83(2011) X  -   -160,123.188 (meters)                     COMP
 QO2340  NAD 83(2011) Y  - -4,511,774.189 (meters)                     COMP
 QO2340  NAD 83(2011) Z  -  4,490,691.020 (meters)                     COMP
 QO2340  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 QO2340  DYNAMIC HEIGHT  -        291.327 (meters)      955.80  (feet) COMP
 QO2340  MODELED GRAVITY -    980,503.2   (mgal)                       NAVD 88
 QO2340
 QO2340  VERT ORDER      -  SECOND    CLASS I
 QO2340
 QO2340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2340  Standards:
 QO2340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2340  -------------------------------------------------------------------
 QO2340  NETWORK    0.21   0.35           0.10   0.07   0.18      0.01217868
 QO2340  -------------------------------------------------------------------
 QO2340  Click here for local accuracies and other accuracy information.
 QO2340
 QO2340.This mark is at Boyceville Muni Airport (3T3)
 QO2340
 QO2340.The horizontal coordinates were established by GPS observations
 QO2340.and adjusted by the National Geodetic Survey in June 2012.
 QO2340
 QO2340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2340.been affixed to the stable North American tectonic plate. See 
 QO2340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2340
 QO2340.The horizontal coordinates are valid at the epoch date displayed above
 QO2340.which is a decimal equivalence of Year/Month/Day.
 QO2340
 QO2340.The orthometric height was determined by differential leveling and
 QO2340.adjusted by the WI DEPT OF TRANSP
 QO2340.in May 2012.
 QO2340
 QO2340.No vertical observational check was made to the station.
 QO2340
 QO2340.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2340.GEOID18 height accuracy estimate available here.
 QO2340
 QO2340.Click photographs - Photos may exist for this station.
 QO2340
 QO2340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2340
 QO2340.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2340
 QO2340.The ellipsoidal height was determined by GPS observations
 QO2340.and is referenced to NAD 83.
 QO2340
 QO2340.The dynamic height is computed by dividing the NAVD 88
 QO2340.geopotential number by the normal gravity value computed on the
 QO2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2340.degrees latitude (g = 980.6199 gals.).
 QO2340
 QO2340.The modeled gravity was interpolated from observed gravity values.
 QO2340
 QO2340. The following values were computed from the NAD 83(2011) position.
 QO2340
 QO2340;                    North         East     Units Scale Factor Converg.
 QO2340;SPC WI C     -   136,110.852   439,875.318   MT  0.99994479   -1 26 02.9
 QO2340;SPC WI C     -   446,557.02  1,443,157.61   sFT  0.99994479   -1 26 02.9
 QO2340;UTM  15      - 4,987,871.693   576,194.294   MT  0.99967138   +0 41 04.5
 QO2340
 QO2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2340!SPC WI C     -   0.99995913  x   0.99994479  =   0.99990393
 QO2340!UTM  15      -   0.99995913  x   0.99967138  =   0.99963053
 QO2340
 QO2340:                Primary Azimuth Mark                     Grid Az
 QO2340:SPC WI C     -  BOYCEVILLE GPS AZ MK                     041 05 52.9
 QO2340:UTM  15      -  BOYCEVILLE GPS AZ MK                     038 58 45.5
 QO2340
 QO2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7619487871(NAD 83)
 QO2340
 QO2340|---------------------------------------------------------------------|
 QO2340| PID    Reference Object                     Distance      Geod. Az  |
 QO2340|                                                           dddmmss.s |
 QO2340| AI3119 BOYCEVILLE GPS AZ MK                APPROX. 0.8 KM 0393950.0 |
 QO2340| AI3120 WI20 A                              270.780 METERS 35956     |
 QO2340|---------------------------------------------------------------------|
 QO2340
 QO2340                          SUPERSEDED SURVEY CONTROL
 QO2340
 QO2340  NAD 83(2007)-  45 02 24.73223(N)    092 01 57.28229(W) AD(2002.00) 0
 QO2340  ELLIP H (02/10/07)  260.704  (m)                       GP(2002.00)    
 QO2340  NAD 83(1997)-  45 02 24.73218(N)    092 01 57.28287(W) AD(       ) A
 QO2340  ELLIP H (04/28/99)  260.719  (m)                       GP(       ) 3 1
 QO2340  NAD 83(1991)-  45 02 24.73169(N)    092 01 57.28112(W) AD(       ) B
 QO2340  ELLIP H (06/11/91)  260.764  (m)                       GP(       ) 4 1
 QO2340  NAVD 88             291.36   (m)          955.9    (f) LEVELING    3  
 QO2340  NAVD 88 (01/15/97)  291.35   (m)  GEOID96  model used  GPS OBS        
 QO2340  NGVD 29 (06/11/91)  291.28   (m)  UNKNOWN  model used  GPS OBS        
 QO2340
 QO2340.Superseded values are not recommended for survey control.
 QO2340
 QO2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2340.See file dsdata.pdf to determine how the superseded data were derived.
 QO2340
 QO2340_MARKER: DH = HORIZONTAL CONTROL DISK
 QO2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2340_STAMPING: BOYCEVILLE GPS 1989
 QO2340_MARK LOGO: NGS
 QO2340_PROJECTION: FLUSH
 QO2340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2340+STABILITY: SURFACE MOTION
 QO2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2340+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2021
 QO2340
 QO2340  HISTORY     - Date     Condition        Report By
 QO2340  HISTORY     - 1989     MONUMENTED       WIDT
 QO2340  HISTORY     - 19900707 GOOD
 QO2340  HISTORY     - 19900928 GOOD
 QO2340  HISTORY     - 19950913 GOOD             MNDT
 QO2340  HISTORY     - 19971207 GOOD             NGS
 QO2340  HISTORY     - 19990715 GOOD             WOOLPT
 QO2340  HISTORY     - 200111   GOOD             MNDT
 QO2340  HISTORY     - 20051018 GOOD             USPSQD
 QO2340  HISTORY     - 20060615 GOOD             WIDT
 QO2340  HISTORY     - 20071003 GOOD             WIDT
 QO2340  HISTORY     - 20210302 GOOD             WI-033
 QO2340
 QO2340                          STATION DESCRIPTION
 QO2340
 QO2340'DESCRIBED BY WI DEPT OF TRANSP 1989
 QO2340'THE STATION IS LOCATED IN THE SOUTHERN END OF THE TOWN OF BOYCEVILLE,
 QO2340'ABOUT 16.1 KM (10.00 MI) NORTHWEST OF MENOMONIE, 11.3 KM (7.00 MI)
 QO2340'NORTH OF INTERSTATE 94, AND 43.5 KM (27.05 MI) WEST OF U.S. HIGHWAY
 QO2340'53.  OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 QO2340'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 79 AND
 QO2340'170 IN BOYCEVILLE, GO SOUTH FOR 0.55 KM (0.35 MI) ON STATE HIGHWAY 79
 QO2340'TO THE STATION ON THE LEFT.
 QO2340'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK
 QO2340'STAMPED---BOYCEVILLE GPS 1989---, SET INTO THE TOP OF A ROUND CONCRETE
 QO2340'MONUMENT 38 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 14.24 M
 QO2340'(46.7 FT) EAST FROM THE CENTER-LINE OF STATE HIGHWAY 79, 10.55 M
 QO2340'(34.6 FT) EAST FROM THE EAST EDGE OF PAVEMENT OF STATE HIGHWAY 79, 1.0
 QO2340'M (3.3 FT) WEST FROM A CARSONITE WITNESS POST, 1.0 M (3.3 FT) WEST
 QO2340'FROM A STEEL STATE RIGHT-OF-WAY POST AND SIGN, 35.67 M (117.0 FT)
 QO2340'NORTHWEST FROM AN 18 INCH RUNWAY LIGHT, 56.7 M (186.0 FT) NORTHWEST
 QO2340'FROM THE CENTER-LINE OF A NORTHEAST-SOUTHWEST PAVED RUNWAY, AND 50.6 M
 QO2340'(166.0 FT) NORTHWEST FROM THE EAST EDGE OF PAVEMENT OF THE
 QO2340'NORTHEAST-SOUTHWEST RUNWAY.
 QO2340
 QO2340                          STATION RECOVERY (1990)
 QO2340
 QO2340'RECOVERED 1990
 QO2340'RECOVERED IN GOOD CONDITION.
 QO2340
 QO2340                          STATION RECOVERY (1990)
 QO2340
 QO2340'RECOVERED 1990
 QO2340'RECOVERED IN GOOD CONDITION.
 QO2340
 QO2340                          STATION RECOVERY (1995)
 QO2340
 QO2340'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (MPP)
 QO2340'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RECOVERY NOTE
 QO2340'BY MICHAEL P.  PEMBLE, TYPED BY G.W.O.
 QO2340
 QO2340                          STATION RECOVERY (1997)
 QO2340
 QO2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QO2340'NOTE--THIS IS A POTENTIAL FUTURE PRIMARY AIRPORT CONTROL (PAC) STATION
 QO2340'FOR THE BOYCEVILLE MUNICIPAL (WI20) AIRPORT.  THE STATION IS LOCATED
 QO2340'ABOUT 22 KM (13.65 MI) NORTHWEST OF MENOMINIE, 14 KM (8.70 MI) NORTH
 QO2340'OF INTERSTATE HIGHWAY 94, 0.55 KM (0.35 MI) SOUTH OF BOYCEVILLE,
 QO2340'ADJACENT TO THE SOUTHWEST END OF THE RUNWAY FOR THE BOYCEVILLE
 QO2340'AIRPORT, JUST WEST OF THE WEST EDGE OF THE AIRPORT PROPERTY, AND IN
 QO2340'THE HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 QO2340'TRANSPORTATION.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 79 AND
 QO2340'170 IN BOYCEVILLE, GO SOUTHEAST, THEN SOUTH, ON HIGHWAY 79 FOR 0.51 KM
 QO2340'(0.30 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP
 QO2340'OF A 40 CM ROUND CONCRETE SET FLUSH WITH THE GROUND.  IT IS 14.2 M
 QO2340'(46.6 FT) EAST OF THE HIGHWAY CENTER, 9.6 M (31.5 FT) EAST OF THE EAST
 QO2340'EDGE OF THE HIGHWAY PAVEMENT, 56.9 M (186.7 FT) NORTHWEST OF THE
 QO2340'RUNWAY CENTER, 50.8 M (166.7 FT) NORTHWEST OF THE NORTHWEST EDGE OF
 QO2340'THE RUNWAY PAVEMENT, 36.5 M (119.8 FT) NORTH-NORTHWEST OF THE BLUE AND
 QO2340'RED RUNWAY LIGHT NORTHEAST OF THE PAVED RUNWAY END, AND 1.0 M (3.3 FT)
 QO2340'WEST OF A FIBERGLASS WITNESS POST.
 QO2340
 QO2340                          STATION RECOVERY (1999)
 QO2340
 QO2340'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 QO2340'THE STATION IS LOCATED APPROXIMATELY 48.28 KM (30.00 MI) NORTHWEST OF
 QO2340'EAU CLAIRE, 20.92 KM (13.00 MI) NORTH-NORTHWEST OF MENOMONIE, AND 0.8
 QO2340'KM (0.50 MI) SOUTH-SOUTHEAST OF BOYCEVILLE ON HIGHWAY RIGHT-OF-WAY
 QO2340'NEAR THE SOUTHWEST END OF RUNWAY 04/22 AT THE BOYCEVILLE MUNICIPAL
 QO2340'AIRPORT.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH
 QO2340'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79 (EAST STREET) WITH
 QO2340'STATE HIGHWAY 170 (RAILROAD AVENUE) NEAR THE RAILROAD CROSSING OF
 QO2340'HIGHWAY 79 IN THE VILLAGE OF BOYCEVILLE, GO EAST 0.16 KM (0.10 MI) ON
 QO2340'HIGHWAYS 79 AND 170 TO THE JUNCTION WITH HIGHWAY 79 SOUTH, TURN RIGHT
 QO2340'AND GO SOUTHEAST AND SOUTH 0.48 KM (0.30 MI) ON HIGHWAY 79 TO THE
 QO2340'STATION ON THE LEFT.  THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY
 QO2340'HORIZONTAL CONTROL MARK DISK STAMPED --BOYCEVILLE GPS 1980-- SET IN
 QO2340'THE TOP OF A 40-CM (16-INCH) DIAMETER, 1.8 M (5.9 FT) DEEP CONCRETE
 QO2340'POST FLUSH WITH THE GROUND AND APPROXIMATELY 0.3 M (1.0 FT) ABOVE THE
 QO2340'HIGHWAY PAVEMENT.  THE STATION IS 14.2 M (46.6 FT) EAST OF THE
 QO2340'CENTERLINE OF THE HIGHWAY, 56.9 M (186.7 FT) NORTHWEST OF THE
 QO2340'CENTERLINE OF RUNWAY 04/22, 37.6 M (123.4 FT) NORTH OF A WOODEN POST
 QO2340'FOR SIGNS --BOYCEVILLE, POPULATION 913--, 35.6 M (116.8 FT) NORTHWEST
 QO2340'OF THE NORTHERN MOST SET OF BLUE AND RED RUNWAY LIGHTS AS THE SOUTH
 QO2340'END OF THE RUNWAY, 1.1 M (3.6 FT) WEST OF A STEEL POST FOR A
 QO2340'RIGHT-OF-WAY SIGN, AND 1.00 M (3.28 FT) WEST OF AN ORANGE FIBERGLASS
 QO2340'WITNESS POST.  ---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTION
 QO2340'EXTENDING HIGHER THAN 7 DEGREES ABOVE THE HORIZON.  ---NOTE2---RUNWAY
 QO2340'04/22 IS SCHEDULED TO BE REMOVED AFTER COMPLETION OF A NEW EAST-WEST
 QO2340'RUNWAY.  THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 QO2340'STATION.
 QO2340
 QO2340                          STATION RECOVERY (2001)
 QO2340
 QO2340'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 QO2340'THE STATION IS LOCATED IN THE SOUTHERN END OF THE TOWN OF
 QO2340'BOYCEVILLE,ABOUT 16.1 KM (10.00 MI) NORTHWEST OF MENOMONIE, 11.3 KM
 QO2340'(7.00 MI)NORTH OF INTERSTATE 94, AND 43.5 KM (27.05 MI) WEST OF U.S.
 QO2340'HIGHWAY53.  OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 QO2340'
 QO2340'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 79
 QO2340'AND170 IN BOYCEVILLE, GO SOUTH FOR 0.55 KM (0.35 MI) ON STATE HIGHWAY
 QO2340'79TO THE STATION ON THE LEFT.  LOCATED 14.24 M(46.7 FT) EAST FROM THE
 QO2340'CENTER-LINE OF STATE HIGHWAY 79, 10.55 M(34.6 FT) EAST FROM THE EAST
 QO2340'EDGE OF PAVEMENT OF STATE HIGHWAY 79, 1.0M (3.3 FT) WEST FROM A
 QO2340'CARSONITE WITNESS POST, 1.0 M (3.3 FT) WESTFROM A STEEL STATE
 QO2340'RIGHT-OF-WAY POST AND SIGN,  SURROUNDED BY THREE 3.5 FT TALL
 QO2340'ORANGE POSTS.
 QO2340'
 QO2340
 QO2340                          STATION RECOVERY (2005)
 QO2340
 QO2340'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO2340'RECOVERED IN GOOD CONDITION.
 QO2340
 QO2340                          STATION RECOVERY (2006)
 QO2340
 QO2340'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 QO2340'RECOVERED IN GOOD CONDITION.
 QO2340
 QO2340                          STATION RECOVERY (2007)
 QO2340
 QO2340'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO2340'RECOVERED AS DESCRIBED.
 QO2340
 QO2340                          STATION RECOVERY (2021)
 QO2340
 QO2340'RECOVERY NOTE BY DUNN COUNTY WISCONSIN 2021 (GB)
 QO2340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI3119 ***********************************************************************
 AI3119  SACS        -  This is a Secondary Airport Control Station.
 AI3119  DESIGNATION -  BOYCEVILLE GPS AZ MK
 AI3119  PID         -  AI3119
 AI3119  STATE/COUNTY-  WI/DUNN
 AI3119  COUNTRY     -  US
 AI3119  USGS QUAD   -  BOYCEVILLE (2018)
 AI3119
 AI3119                         *CURRENT SURVEY CONTROL
 AI3119  ______________________________________________________________________
 AI3119* NAD 83(2011) POSITION- 45 02 43.62468(N) 092 01 35.18425(W)   ADJUSTED
 AI3119* NAD 83(2011) ELLIP HT-   258.202 (meters)        (06/27/12)   ADJUSTED
 AI3119* NAD 83(2011) EPOCH   -  2010.00
 AI3119* NAVD 88 ORTHO HEIGHT -   288.888 (meters)      947.79  (feet) ADJUSTED
 AI3119  ______________________________________________________________________
 AI3119  GEOID HEIGHT    -        -30.694 (meters)                     GEOID18
 AI3119  NAD 83(2011) X  -   -159,625.181 (meters)                     COMP
 AI3119  NAD 83(2011) Y  - -4,511,377.114 (meters)                     COMP
 AI3119  NAD 83(2011) Z  -  4,491,101.383 (meters)                     COMP
 AI3119  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 AI3119  DYNAMIC HEIGHT  -        288.857 (meters)      947.69  (feet) COMP
 AI3119  MODELED GRAVITY -    980,504.3   (mgal)                       NAVD 88
 AI3119
 AI3119  VERT ORDER      -  SECOND    CLASS I
 AI3119
 AI3119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3119  Standards:
 AI3119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3119  -------------------------------------------------------------------
 AI3119  NETWORK    0.30   0.63           0.14   0.09   0.32     -0.00566575
 AI3119  -------------------------------------------------------------------
 AI3119  Click here for local accuracies and other accuracy information.
 AI3119
 AI3119.This mark is at Boyceville Muni Airport (3T3)
 AI3119
 AI3119.The horizontal coordinates were established by GPS observations
 AI3119.and adjusted by the National Geodetic Survey in June 2012.
 AI3119
 AI3119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3119.been affixed to the stable North American tectonic plate. See 
 AI3119.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3119
 AI3119.The horizontal coordinates are valid at the epoch date displayed above
 AI3119.which is a decimal equivalence of Year/Month/Day.
 AI3119
 AI3119.The orthometric height was determined by differential leveling and
 AI3119.adjusted by the WI DEPT OF TRANSP
 AI3119.in May 2012.
 AI3119
 AI3119.No vertical observational check was made to the station.
 AI3119
 AI3119.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3119.GEOID18 height accuracy estimate available here.
 AI3119
 AI3119.Click photographs - Photos may exist for this station.
 AI3119
 AI3119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3119
 AI3119.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3119
 AI3119.The ellipsoidal height was determined by GPS observations
 AI3119.and is referenced to NAD 83.
 AI3119
 AI3119.The dynamic height is computed by dividing the NAVD 88
 AI3119.geopotential number by the normal gravity value computed on the
 AI3119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3119.degrees latitude (g = 980.6199 gals.).
 AI3119
 AI3119.The modeled gravity was interpolated from observed gravity values.
 AI3119
 AI3119. The following values were computed from the NAD 83(2011) position.
 AI3119
 AI3119;                    North         East     Units Scale Factor Converg.
 AI3119;SPC WI C     -   136,681.770   440,373.327   MT  0.99994506   -1 25 47.3
 AI3119;SPC WI C     -   448,430.11  1,444,791.49   sFT  0.99994506   -1 25 47.3
 AI3119;UTM  15      - 4,988,460.472   576,670.726   MT  0.99967228   +0 41 20.4
 AI3119
 AI3119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3119!SPC WI C     -   0.99995952  x   0.99994506  =   0.99990458
 AI3119!UTM  15      -   0.99995952  x   0.99967228  =   0.99963181
 AI3119
 AI3119:                Primary Azimuth Mark                     Grid Az
 AI3119:SPC WI C     -  BOYCEVILLE GPS                           221 05 52.9
 AI3119:UTM  15      -  BOYCEVILLE GPS                           218 58 45.2
 AI3119
 AI3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7667088460(NAD 83)
 AI3119
 AI3119|---------------------------------------------------------------------|
 AI3119| PID    Reference Object                     Distance      Geod. Az  |
 AI3119|                                                           dddmmss.s |
 AI3119| QO2340 BOYCEVILLE GPS                      APPROX. 0.8 KM 2194005.6 |
 AI3119|---------------------------------------------------------------------|
 AI3119
 AI3119                          SUPERSEDED SURVEY CONTROL
 AI3119
 AI3119  NAD 83(2007)-  45 02 43.62482(N)    092 01 35.18495(W) AD(2002.00) 0
 AI3119  ELLIP H (02/10/07)  258.241  (m)                       GP(2002.00)    
 AI3119  NAD 83(1997)-  45 02 43.62477(N)    092 01 35.18553(W) AD(       ) 1
 AI3119  ELLIP H (11/17/99)  258.257  (m)                       GP(       ) 4 1
 AI3119  NAVD 88 (11/17/99)  288.89   (m)  GEOID96  model used  GPS OBS        
 AI3119
 AI3119.Superseded values are not recommended for survey control.
 AI3119
 AI3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3119.See file dsdata.pdf to determine how the superseded data were derived.
 AI3119
 AI3119_MARKER: DZ = AZIMUTH MARK DISK
 AI3119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3119_STAMPING: BOYCEVILLE GPS 1989
 AI3119_MARK LOGO: NGS
 AI3119_PROJECTION: FLUSH
 AI3119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3119+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 AI3119
 AI3119  HISTORY     - Date     Condition        Report By
 AI3119  HISTORY     - 1989     MONUMENTED       WIDT
 AI3119  HISTORY     - 20051018 GOOD             USPSQD
 AI3119  HISTORY     - 20070821 GOOD             WIDT
 AI3119
 AI3119                          STATION DESCRIPTION
 AI3119
 AI3119'DESCRIBED BY WI DEPT OF TRANSP 1989 (PJH)
 AI3119'THE STATION IS LOCATED APPROXIMATELY 48.28 KM (30.00 MI) NORTHWEST OF
 AI3119'EAU CLAIRE, 20.92 KM (13.00 MI) NORTH-NORTHWEST OF MENOMONIE, AND 0.8
 AI3119'KM (0.50 MI) EAST OF BOYCEVILLE NEAR THE NORTHEAST END OF RUNWAY 04/22
 AI3119'AT THE BOYCEVILLE MUNICIPAL AIRPORT.  OWNERSHIP--VILLAGE OF
 AI3119'BOYCEVILLE.  THE AIRPORT MANAGER IS ROBERT FISCHER, TELEPHONE
 AI3119'715-643-2811.  HE MAY BE CONTACTED AT THE NATIONAL BANK OF BOYCEVILLE
 AI3119'LOCATED NEAR THE NORTHWEST CORNER OF THE AIRPORT.  TO REACH THE
 AI3119'STATION FROM THE JUNCTION OF STATE HIGHWAY 79 (EAST STREET) WITH STATE
 AI3119'HIGHWAY 170 (RAILROAD AVENUE) NEAR THE RAILROAD CROSSING OF HIGHWAY 79
 AI3119'IN THE VILLAGE OF BOYCEVILLE, GO EAST 0.16 KM (0.10 MI) ON HIGHWAYS 79
 AI3119'AND 170 TO THE JUNCTION WITH HIGHWAY 79 SOUTH, CONTINUE EAST 0.64 KM
 AI3119'(0.40 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI3119'NATIONAL GEODETIC SURVEY AZIMUTH MARK DISK STAMPED --BOYCEVILLE GPS
 AI3119'1989-- SET IN THE TOP OF A 40-CM (16-INCH) DIAMETER, 1.83 M (6.00 FT)
 AI3119'DEEP CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY 0.3 M (1.0
 AI3119'FT) ABOVE THE HIGHWAY PAVEMENT AND LEVEL WITH THE PAVEMENT OF RUNWAY
 AI3119'04/22.  THE STATION IS 12.1 M (39.7 FT) SOUTH OF THE CENTERLINE OF THE
 AI3119'HIGHWAY, 31.9 M (104.7 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY
 AI3119'04/22, APPROXIMATELY 70 M (229.7 FT) WEST-SOUTHWEST OF THE EXTENDED
 AI3119'CENTERLINE OF SPEEDWAY STREET, 43.0 M (141.1 FT) EAST-SOUTHEAST OF
 AI3119'UNDERGROUND TELEPHONE CABLE PEDESTAL 1879, 28.3 M (92.8 FT)
 AI3119'SOUTH-SOUTHWEST OF A DUNN COUNTY SURVEY MARKER WITH NO STAMPING, 0.95
 AI3119'M (3.12 FT) SOUTHWEST OF THE EXTENDED LINE OF THESHOLD LIGHTS, AND
 AI3119'0.90 M (2.95 FT) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AI3119'---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN
 AI3119'8 DEGREES ABOVE THE HORIZON.  ---NOTE2---RUNWAY 04/22 IS SCHEDULED TO
 AI3119'BE REMOVED AFTER COMPLETION OF A NEW EAST-WEST RUNWAY.  THIS STATION
 AI3119'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AI3119
 AI3119                          STATION RECOVERY (2005)
 AI3119
 AI3119'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 AI3119'RECOVERED IN GOOD CONDITION.
 AI3119
 AI3119                          STATION RECOVERY (2007)
 AI3119
 AI3119'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AI3119'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0617 ***********************************************************************
 QL0617  DESIGNATION -  BOYERS BLUFF USLS 1874
 QL0617  PID         -  QL0617
 QL0617  STATE/COUNTY-  WI/DOOR
 QL0617  COUNTRY     -  US
 QL0617  USGS QUAD   -  WASHINGTON ISLAND NW (2018)
 QL0617
 QL0617                         *CURRENT SURVEY CONTROL
 QL0617  ______________________________________________________________________
 QL0617* NAD 83(1991) POSITION- 45 25 12.57260(N) 086 56 11.23543(W)   ADJUSTED
 QL0617* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 QL0617  ______________________________________________________________________
 QL0617  GEOID HEIGHT    -        -36.882 (meters)                     GEOID18
 QL0617  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 QL0617  HORZ ORDER      -  FIRST
 QL0617
 QL0617.The horizontal coordinates were established by classical geodetic methods
 QL0617.and adjusted by the National Geodetic Survey in November 1991.
 QL0617
 QL0617.The orthometric height was scaled from a topographic map.
 QL0617
 QL0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0617.GEOID18 height accuracy estimate available here.
 QL0617
 QL0617.Click photographs - Photos may exist for this station.
 QL0617
 QL0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0617
 QL0617. The following values were computed from the NAD 83(1991) position.
 QL0617
 QL0617;                    North         East     Units Scale Factor Converg.
 QL0617;SPC WI C     -   180,854.394   839,718.693   MT  0.99998577   +2 09 41.6
 QL0617;SPC WI C     -   593,353.12  2,754,977.08   sFT  0.99998577   +2 09 41.6
 QL0617;UTM  16      - 5,029,628.434   504,971.635   MT  0.99960030   +0 02 42.9
 QL0617
 QL0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0617!SPC WI C     -   0.99997237  x   0.99998577  =   0.99995814
 QL0617!UTM  16      -   0.99997237  x   0.99960030  =   0.99957268
 QL0617
 QL0617:                Primary Azimuth Mark                     Grid Az
 QL0617:SPC WI C     -  DOOR BLUFF                               214 06 21.0
 QL0617:UTM  16      -  DOOR BLUFF                               216 13 19.7
 QL0617
 QL0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0497129628(NAD 83)
 QL0617
 QL0617|---------------------------------------------------------------------|
 QL0617| PID    Reference Object                     Distance      Geod. Az  |
 QL0617|                                                           dddmmss.s |
 QL0617| QL0491 DOOR BLUFF                          APPROX.17.1 KM 2161602.6 |
 QL0617|---------------------------------------------------------------------|
 QL0617
 QL0617                          SUPERSEDED SURVEY CONTROL
 QL0617
 QL0617  NAD 83(1986)-  45 25 12.57290(N)    086 56 11.23344(W) AD(       ) 1
 QL0617  NAD 27      -  45 25 12.63130(N)    086 56 10.79100(W) AD(       ) 1
 QL0617  USSD        -  45 25 12.88500(N)    086 56 10.52700(W) AD(       ) 3
 QL0617
 QL0617.Superseded values are not recommended for survey control.
 QL0617
 QL0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0617.See file dsdata.pdf to determine how the superseded data were derived.
 QL0617
 QL0617_MARKER: Z = SEE DESCRIPTION
 QL0617_SETTING: 0 = UNSPECIFIED SETTING
 QL0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0617
 QL0617  HISTORY     - Date     Condition        Report By
 QL0617  HISTORY     - 1874     MONUMENTED       USLS
 QL0617  HISTORY     - 1929     SEE DESCRIPTION  CGS
 QL0617
 QL0617                          STATION DESCRIPTION
 QL0617
 QL0617'DESCRIBED BY US LAKE SURVEY 1874
 QL0617'THIS STATION IS SITUATED ON BOYERS BLUFF, ON THE NORTHWEST SIDE OF
 QL0617'WASHINGTON ISLAND, AND ABOUT 15 FEET BACK FROM THE EDGE OF THE BLUFF.
 QL0617'
 QL0617'THE HEIGHT OF STATION USED WAS 5 FEET.
 QL0617'
 QL0617'THE GEODETIC POINT IS MARKED BY A SINGLE STONE OF THE USUAL FORM.
 QL0617'
 QL0617'A REFERENCE STONE, 24 FEET DISTANT, BEARS S 43 DEG EAST FROM THE
 QL0617'GEODETIC POINT.
 QL0617'
 QL0617'A SECOND REFERENCE IS N 33 DEG W, 15 FEET 6 INCHES FROM THE GEODETIC
 QL0617'POINT.
 QL0617'
 QL0617'HEIGHT OF GROUND AT STATION, 130 FEET.
 QL0617
 QL0617                          STATION RECOVERY (1929)
 QL0617
 QL0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (RLP)
 QL0617'THE STATION IS ON BOYERS BLUFF ON THE NW POINT OF WASHINGTON ISLAND,
 QL0617'WISCONSIN. IT IS ON THE MOST NORTHERLY POINT OF THE BLUFF AND IS 6.8
 QL0617'METERS BACK FROM THE FACE, THIS BEING THE SECOND BLUFF LINE AND NOT
 QL0617'THE ONE WHICH FORMS THE SEAWARD FACE OF THE ISLAND.  A SMALL POINT OF
 QL0617'THE BLUFF PROJECTS TO THE N AT THE STATION.
 QL0617'
 QL0617'THE STATION IS MARKED BY A SINGLE STONE POST 8 INCHES SQUARE WITH A
 QL0617'DRILL HOLE IN THE TOP, AND THE LETTERS U.S. IT IS SET WITH ITS TOP 4
 QL0617'INCHES BELOW THE SURFACE.
 QL0617'
 QL0617'A SQUARE LIMESTONE REFERENCE POST WITH A DRILL HOLE IN ITS CENTER
 QL0617'RISES ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND, AND IS 7.202
 QL0617'METERS S 43 DEG E, TRUE FROM THE STATION.
 QL0617'
 QL0617'A BIRCH TREE MARKED WITH A TRIANGULAR BLAZE WITH A SPIKE IN THE CENTER
 QL0617'OF THE TRIANGLE BEARS N 25 DEG E TRUE.  A SPRUCE SIMILARLY MARKED
 QL0617'BEARS N 47 DEG E TRUE, AND A SECOND SPRUCE SIMILARLY MARKED BEARS S 07
 QL0617'DEG W TRUE.
 QL0617'
 QL0617'THE LOCATION OF THE STATION IS KNOWN TO FREDERIC AND THEODORE
 QL0617'BJARNARSON WHO LIVE ON WASHINGTON ISLAND (WASHINGTON HARBOR) AND ALSO
 QL0617'TO MR. JOHN CHAFFEE OF FAIRPORT, MICHIGAN.  MR. CHAFFEE TRANSPORTED
 QL0617'THE PARTY TO AND FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1517 ***********************************************************************
 RN1517  DESIGNATION -  BOYLSTON GREAT NO RY SIGNAL TR
 RN1517  PID         -  RN1517
 RN1517  STATE/COUNTY-  WI/DOUGLAS
 RN1517  COUNTRY     -  US
 RN1517  USGS QUAD   -  BOREA (2018)
 RN1517
 RN1517                         *CURRENT SURVEY CONTROL
 RN1517  ______________________________________________________________________
 RN1517* NAD 83(1996) POSITION- 46 35 47.17676(N) 092 07 47.13871(W)   ADJUSTED
 RN1517  ______________________________________________________________________
 RN1517  GEOID HEIGHT    -        -27.998 (meters)                     GEOID18
 RN1517  LAPLACE CORR    -          2.43  (seconds)                    DEFLEC18
 RN1517  HORZ ORDER      -  THIRD
 RN1517
 RN1517.The horizontal coordinates were established by classical geodetic methods
 RN1517.and adjusted by the National Geodetic Survey in March 1999.
 RN1517
 RN1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1517.GEOID18 height accuracy estimate available here.
 RN1517
 RN1517.Click photographs - Photos may exist for this station.
 RN1517
 RN1517.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1517
 RN1517. The following values were computed from the NAD 83(1996) position.
 RN1517
 RN1517;                    North         East     Units Scale Factor Converg.
 RN1517;SPC WI N     -   161,102.847   436,827.234   MT  0.99997332   -1 32 10.8
 RN1517;SPC WI N     -   528,551.59  1,433,157.35   sFT  0.99997332   -1 32 10.8
 RN1517;SPC WI N     -   528,551.59  1,433,157.35   sFT  0.99997332   -1 32 10.8
 RN1517;SPC MN C     -   279,613.725   962,436.693   MT  0.99993242   +1 32 01.5
 RN1517;SPC MN C     -   917,366.03  3,157,594.38   sFT  0.99993242   +1 32 01.5
 RN1517;SPC WI N     -   161,102.847   436,827.234   MT  0.99997332   -1 32 10.8
 RN1517;UTM  15      - 5,160,687.107   566,656.806   MT  0.99965461   +0 37 56.2
 RN1517
 RN1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6665660687(NAD 83)
 RN1517
 RN1517                          SUPERSEDED SURVEY CONTROL
 RN1517
 RN1517  NAD 83(1991)-  46 35 47.17634(N)    092 07 47.13626(W) AD(       ) 3
 RN1517  NAD 83(1986)-  46 35 47.16789(N)    092 07 47.13582(W) AD(       ) 3
 RN1517  NAD 27      -  46 35 47.38000(N)    092 07 46.43000(W) AD(       ) 3
 RN1517  USSD        -  46 35 47.62600(N)    092 07 46.28000(W) AD(       ) 3
 RN1517
 RN1517.Superseded values are not recommended for survey control.
 RN1517
 RN1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1517.See file dsdata.pdf to determine how the superseded data were derived.
 RN1517
 RN1517_MARKER: 55 = TOWER
 RN1517
 RN1517  HISTORY     - Date     Condition        Report By
 RN1517  HISTORY     - 1905     FIRST OBSERVED   CGS
 RN1517  HISTORY     - 1935     GOOD             CGS
 RN1517  HISTORY     - 1989     GOOD             USPSQD
 RN1517
 RN1517                          STATION DESCRIPTION
 RN1517
 RN1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WES)
 RN1517'IT IS THE SIGNAL TOWER AT THE CROSS OVER THE SOO LINE AND
 RN1517'GREAT NORTHERN RAILWAY.
 RN1517
 RN1517                          STATION RECOVERY (1989)
 RN1517
 RN1517'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJB)
 RN1517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4311 ***********************************************************************
 DJ4311  DESIGNATION -  BRACKETT GPS
 DJ4311  PID         -  DJ4311
 DJ4311  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4311  COUNTRY     -  US
 DJ4311  USGS QUAD   -  BRACKETT (2018)
 DJ4311
 DJ4311                         *CURRENT SURVEY CONTROL
 DJ4311  ______________________________________________________________________
 DJ4311* NAD 83(2011) POSITION- 44 42 45.25106(N) 091 21 43.79576(W)   ADJUSTED
 DJ4311* NAD 83(2011) ELLIP HT-   264.949 (meters)        (06/27/12)   ADJUSTED
 DJ4311* NAD 83(2011) EPOCH   -  2010.00
 DJ4311* NAVD 88 ORTHO HEIGHT -   296.062 (meters)      971.33  (feet) ADJUSTED
 DJ4311  ______________________________________________________________________
 DJ4311  GEOID HEIGHT    -        -31.115 (meters)                     GEOID18
 DJ4311  NAD 83(2011) X  -   -107,932.369 (meters)                     COMP
 DJ4311  NAD 83(2011) Y  - -4,539,025.633 (meters)                     COMP
 DJ4311  NAD 83(2011) Z  -  4,464,891.972 (meters)                     COMP
 DJ4311  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 DJ4311  DYNAMIC HEIGHT  -        296.030 (meters)      971.23  (feet) COMP
 DJ4311  MODELED GRAVITY -    980,500.1   (mgal)                       NAVD 88
 DJ4311
 DJ4311  VERT ORDER      -  SECOND    CLASS I
 DJ4311
 DJ4311  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4311  Standards:
 DJ4311         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4311            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4311  -------------------------------------------------------------------
 DJ4311  NETWORK    0.29   0.31           0.13   0.10   0.16     -0.01675960
 DJ4311  -------------------------------------------------------------------
 DJ4311  Click here for local accuracies and other accuracy information.
 DJ4311
 DJ4311.The horizontal coordinates were established by GPS observations
 DJ4311.and adjusted by the National Geodetic Survey in June 2012.
 DJ4311
 DJ4311.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4311.been affixed to the stable North American tectonic plate. See 
 DJ4311.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4311
 DJ4311.The horizontal coordinates are valid at the epoch date displayed above
 DJ4311.which is a decimal equivalence of Year/Month/Day.
 DJ4311
 DJ4311.The orthometric height was determined by differential leveling and
 DJ4311.adjusted by the WI DEPT OF TRANSP
 DJ4311.in May 2012.
 DJ4311
 DJ4311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4311.GEOID18 height accuracy estimate available here.
 DJ4311
 DJ4311.Click photographs - Photos may exist for this station.
 DJ4311
 DJ4311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4311
 DJ4311.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4311
 DJ4311.The ellipsoidal height was determined by GPS observations
 DJ4311.and is referenced to NAD 83.
 DJ4311
 DJ4311.The dynamic height is computed by dividing the NAVD 88
 DJ4311.geopotential number by the normal gravity value computed on the
 DJ4311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4311.degrees latitude (g = 980.6199 gals.).
 DJ4311
 DJ4311.The modeled gravity was interpolated from observed gravity values.
 DJ4311
 DJ4311. The following values were computed from the NAD 83(2011) position.
 DJ4311
 DJ4311;                    North         East     Units Scale Factor Converg.
 DJ4311;SPC WI C     -    98,604.381   492,072.963   MT  0.99994476   -0 57 40.0
 DJ4311;SPC WI C     -   323,504.54  1,614,409.38   sFT  0.99994476   -0 57 40.0
 DJ4311;UTM  15      - 4,952,326.059   629,730.381   MT  0.99980696   +1 09 08.9
 DJ4311
 DJ4311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4311!SPC WI C     -   0.99995846  x   0.99994476  =   0.99990322
 DJ4311!UTM  15      -   0.99995846  x   0.99980696  =   0.99976543
 DJ4311
 DJ4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2973052326(NAD 83)
 DJ4311
 DJ4311                          SUPERSEDED SURVEY CONTROL
 DJ4311
 DJ4311  NAD 83(2007)-  44 42 45.25117(N)    091 21 43.79662(W) AD(2002.00) B
 DJ4311  ELLIP H (07/29/08)  264.980  (m)                       GP(2002.00) 4 1
 DJ4311  NAVD 88             296.05   (m)          971.3    (f) LEVELING    3  
 DJ4311  NAVD 88 (07/08/08)  296.050  (m)          971.29   (f) SUPERSEDED  2 1
 DJ4311
 DJ4311.Superseded values are not recommended for survey control.
 DJ4311
 DJ4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4311.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4311
 DJ4311_MARKER: DD = SURVEY DISK
 DJ4311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4311_STAMPING: BRACKETT GPS 1992
 DJ4311_MARK LOGO: WI-035
 DJ4311_PROJECTION: FLUSH
 DJ4311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4311+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DJ4311
 DJ4311  HISTORY     - Date     Condition        Report By
 DJ4311  HISTORY     - 1992     MONUMENTED       WI-035
 DJ4311  HISTORY     - 20061114 GOOD             WIDT
 DJ4311  HISTORY     - 20100919 GOOD             GEOCAC
 DJ4311  HISTORY     - 20111108 GOOD             WIDT
 DJ4311
 DJ4311                          STATION DESCRIPTION
 DJ4311
 DJ4311'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4311'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4311'HIGHWAY D EAST (BEAVER CREEK ROAD) ABOUT 8 MI (12.9 KM) SOUTHEAST OF
 DJ4311'THE CITY OF EAU CLAIRE, GO NORTH ON US HIGHWAY 53 FOR 0.8 MI (1.3 KM)
 DJ4311'TO HICKORY ROAD ON THE LEFT, TURN LEFT AND GO WEST ON HICKORY ROAD FOR
 DJ4311'0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4311'EAU CLAIRE COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DJ4311'30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4311'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.6 M
 DJ4311'(28.2 FT) NORTH OF THE CENTERLINE OF HICKORY ROAD, 14.2 M (46.6 FT)
 DJ4311'EAST OF A POWER POLE, 1.5 M (4.9 FT) SOUTH OF A BARBED WIRE FENCE, AND
 DJ4311'1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4
 DJ4311'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4311'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DJ4311'FOR POWER LINES DIRECTLY OVERHEAD.
 DJ4311
 DJ4311                          STATION RECOVERY (2010)
 DJ4311
 DJ4311'RECOVERY NOTE BY GEOCACHING 2010 (DMC)
 DJ4311'RECOVERED IN GOOD CONDITION.
 DJ4311
 DJ4311                          STATION RECOVERY (2011)
 DJ4311
 DJ4311'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4650 ***********************************************************************
 DJ4650  DESIGNATION -  BRACKETT GPS AZ MK
 DJ4650  PID         -  DJ4650
 DJ4650  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4650  COUNTRY     -  US
 DJ4650  USGS QUAD   -  BRACKETT (2018)
 DJ4650
 DJ4650                         *CURRENT SURVEY CONTROL
 DJ4650  ______________________________________________________________________
 DJ4650* NAD 83(1986) POSITION- 44 42 58.22   (N) 091 21 26.88   (W)   HD_HELD1
 DJ4650* NAVD 88 ORTHO HEIGHT -   284.611 (meters)      933.76  (feet) ADJUSTED
 DJ4650  ______________________________________________________________________
 DJ4650  GEOID HEIGHT    -        -31.122 (meters)                     GEOID18
 DJ4650  DYNAMIC HEIGHT  -        284.580 (meters)      933.66  (feet) COMP
 DJ4650  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 DJ4650
 DJ4650  VERT ORDER      -  SECOND    CLASS I
 DJ4650
 DJ4650.The horizontal coordinates were determined by differentially corrected
 DJ4650.hand held GPS observations or other comparable positioning techniques
 DJ4650.and have an estimated accuracy of +/- 3 meters.
 DJ4650
 DJ4650.The orthometric height was determined by differential leveling and
 DJ4650.adjusted by the WI DEPT OF TRANSP
 DJ4650.in May 2012.
 DJ4650
 DJ4650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4650.GEOID18 height accuracy estimate available here.
 DJ4650
 DJ4650.Click photographs - Photos may exist for this station.
 DJ4650
 DJ4650.The dynamic height is computed by dividing the NAVD 88
 DJ4650.geopotential number by the normal gravity value computed on the
 DJ4650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4650.degrees latitude (g = 980.6199 gals.).
 DJ4650
 DJ4650.The modeled gravity was interpolated from observed gravity values.
 DJ4650
 DJ4650;                    North         East    Units  Estimated Accuracy
 DJ4650;SPC WI C     -    98,998.4     492,451.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4650
 DJ4650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3009452733(NAD 83)
 DJ4650
 DJ4650                          SUPERSEDED SURVEY CONTROL
 DJ4650
 DJ4650  NAVD 88 (07/08/08)  284.598  (m)          933.72   (f) SUPERSEDED  2 1
 DJ4650
 DJ4650.Superseded values are not recommended for survey control.
 DJ4650
 DJ4650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4650.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4650
 DJ4650_MARKER: DZ = AZIMUTH MARK DISK
 DJ4650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4650_STAMPING: BRACKETT GPS 1992
 DJ4650_MARK LOGO: WI-035
 DJ4650_PROJECTION: FLUSH
 DJ4650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4650+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2011
 DJ4650
 DJ4650  HISTORY     - Date     Condition        Report By
 DJ4650  HISTORY     - 1992     MONUMENTED       WI-035
 DJ4650  HISTORY     - 20060725 GOOD             WIDT
 DJ4650  HISTORY     - 20111202 GOOD             WIDT
 DJ4650
 DJ4650                          STATION DESCRIPTION
 DJ4650
 DJ4650'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4650'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DJ4650'HIGHWAY D EAST (BEAVER CREEK ROAD) ABOUT 8 MI (12.9 KM) SOUTHEAST OF
 DJ4650'THE CITY OF EAU CLAIRE, GO NORTH ON US HIGHWAY 53 FOR 0.8 MI (1.3 KM)
 DJ4650'TO HICKORY ROAD ON THE LEFT, CONTINUE NORTHWEST ON US HIGHWAY 53 FOR
 DJ4650'0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DJ4650'EAU CLAIRE COUNTY GEODETIC CONTROL AZIMUTH MARKER DISK SET IN THE TOP
 DJ4650'OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4650'RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4650'STATION IS 8.9 M (29.2 FT) SOUTHWEST OF THE CENTERLINE OF US HIGHWAY
 DJ4650'53, 28.5 M (93.5 FT) NORTH OF A CORNER FENCE POST, 22 M (72.2 FT)
 DJ4650'SOUTH-SOUTHEAST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 1.5 M (4.9
 DJ4650'FT) EAST OF A BARBED WIRE FENCE, 0.65 M (2.1 FT) WEST OF A WHITE
 DJ4650'PLASTIC WITNESS POST, AND 0.65 M (2.1 FT) EAST OF A METAL WITNESS
 DJ4650'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4650'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4650
 DJ4650                          STATION RECOVERY (2011)
 DJ4650
 DJ4650'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4650'RECOVERED IN GOOD CONDITION. THE STATION IS LOCATED IN THE CENTER OF A
 DJ4650'TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.  NOTE THE PREVOIUSLY
 DJ4650'DESCRIBED PLASTIC AND METAL WITNESS POSTS ARE NO LONGER IN THE GROUND.
 DJ4650'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9668 ***********************************************************************
 DF9668  DESIGNATION -  BRADFORD S GPS
 DF9668  PID         -  DF9668
 DF9668  STATE/COUNTY-  WI/ROCK
 DF9668  COUNTRY     -  US
 DF9668  USGS QUAD   -  CLINTON (2018)
 DF9668
 DF9668                         *CURRENT SURVEY CONTROL
 DF9668  ______________________________________________________________________
 DF9668* NAD 83(2011) POSITION- 42 36 04.53958(N) 088 48 02.15358(W)   ADJUSTED
 DF9668* NAD 83(2011) ELLIP HT-   226.794 (meters)        (06/27/12)   ADJUSTED
 DF9668* NAD 83(2011) EPOCH   -  2010.00
 DF9668* NAVD 88 ORTHO HEIGHT -   260.603 (meters)      855.00  (feet) ADJUSTED
 DF9668  ______________________________________________________________________
 DF9668  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 DF9668  NAD 83(2011) X  -     98,426.712 (meters)                     COMP
 DF9668  NAD 83(2011) Y  - -4,701,186.466 (meters)                     COMP
 DF9668  NAD 83(2011) Z  -  4,295,154.771 (meters)                     COMP
 DF9668  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 DF9668  DYNAMIC HEIGHT  -        260.524 (meters)      854.74  (feet) COMP
 DF9668  MODELED GRAVITY -    980,312.8   (mgal)                       NAVD 88
 DF9668
 DF9668  VERT ORDER      -  SECOND    CLASS I
 DF9668
 DF9668  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9668  Standards:
 DF9668         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9668            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9668  -------------------------------------------------------------------
 DF9668  NETWORK    0.37   0.47           0.17   0.13   0.24      0.08094584
 DF9668  -------------------------------------------------------------------
 DF9668  Click here for local accuracies and other accuracy information.
 DF9668
 DF9668.The horizontal coordinates were established by GPS observations
 DF9668.and adjusted by the National Geodetic Survey in June 2012.
 DF9668
 DF9668.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9668.been affixed to the stable North American tectonic plate. See 
 DF9668.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9668
 DF9668.The horizontal coordinates are valid at the epoch date displayed above
 DF9668.which is a decimal equivalence of Year/Month/Day.
 DF9668
 DF9668.The orthometric height was determined by differential leveling and
 DF9668.adjusted by the WI DEPT OF TRANSP
 DF9668.in May 2012.
 DF9668
 DF9668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9668.GEOID18 height accuracy estimate available here.
 DF9668
 DF9668.Click photographs - Photos may exist for this station.
 DF9668
 DF9668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9668
 DF9668.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9668
 DF9668.The ellipsoidal height was determined by GPS observations
 DF9668.and is referenced to NAD 83.
 DF9668
 DF9668.The dynamic height is computed by dividing the NAVD 88
 DF9668.geopotential number by the normal gravity value computed on the
 DF9668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9668.degrees latitude (g = 980.6199 gals.).
 DF9668
 DF9668.The modeled gravity was interpolated from observed gravity values.
 DF9668
 DF9668. The following values were computed from the NAD 83(2011) position.
 DF9668
 DF9668;                    North         East     Units Scale Factor Converg.
 DF9668;SPC WI S     -    67,503.440   698,429.891   MT  1.00002925   +0 49 26.8
 DF9668;SPC WI S     -   221,467.54  2,291,432.07   sFT  1.00002925   +0 49 26.8
 DF9668;UTM  16      - 4,718,108.403   352,288.686   MT  0.99986844   -1 13 08.5
 DF9668
 DF9668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9668!SPC WI S     -   0.99996443  x   1.00002925  =   0.99999368
 DF9668!UTM  16      -   0.99996443  x   0.99986844  =   0.99983288
 DF9668
 DF9668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5228818108(NAD 83)
 DF9668
 DF9668                          SUPERSEDED SURVEY CONTROL
 DF9668
 DF9668  NAD 83(2007)-  42 36 04.53956(N)    088 48 02.15448(W) AD(2002.00) 0
 DF9668  ELLIP H (02/10/07)  226.825  (m)                       GP(2002.00)    
 DF9668  NAD 83(1997)-  42 36 04.53951(N)    088 48 02.15473(W) AD(       ) 1
 DF9668  ELLIP H (04/02/04)  226.838  (m)                       GP(       ) 4 1
 DF9668  NAVD 88             260.58   (m)          854.9    (f) LEVELING    3  
 DF9668  NAVD 88 (04/20/07)  260.581  (m)          854.92   (f) SUPERSEDED  2 1
 DF9668  NAVD 88             260.62   (m)          855.1    (f) LEVELING    3  
 DF9668  NAVD 88 (02/25/04)  260.621  (m)          855.05   (f) SUPERSEDED  2 1
 DF9668
 DF9668.Superseded values are not recommended for survey control.
 DF9668
 DF9668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9668.See file dsdata.pdf to determine how the superseded data were derived.
 DF9668
 DF9668_MARKER: DD = SURVEY DISK
 DF9668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9668_STAMPING: BRADFORD S GPS 2002
 DF9668_MARK LOGO: WIDT
 DF9668_PROJECTION: FLUSH
 DF9668_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9668+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2009
 DF9668
 DF9668  HISTORY     - Date     Condition        Report By
 DF9668  HISTORY     - 2001     MONUMENTED       WIDT
 DF9668  HISTORY     - 20070822 GOOD             WIDT
 DF9668  HISTORY     - 20090322 GOOD             INDIV
 DF9668
 DF9668                          STATION DESCRIPTION
 DF9668
 DF9668'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9668'THE STATION IS LOCATED ABOUT 23 KM WEST-SOUTHWEST OF ELKHORN, 22 KM
 DF9668'NORTHEAST OF BELOIT, AND 20 KM SOUTHEAST OF JANESVILLE.
 DF9668'OWNERSHIP--TOWN OF BRADFORD. TO REACH THE STATION FROM THE JUNCTION
 DF9668'OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY 14 ABOUT 7 KM SOUTHWEST OF
 DF9668'THE CITY OF DELAVAN, GO NORTHWEST ON US HIGHWAY 14 FOR 1.4 KM TO
 DF9668'CREEK ROAD, TURN LEFT AND GO WEST ON CREEK ROAD FOR 5.7 KM TO SOUTH
 DF9668'HOFSTROM ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON SOUTH HOFSTROM
 DF9668'ROAD FOR 0.8 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9668'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9668'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9668'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9668'IS 5.4 M WEST OF THE CENTERLINE OF SOUTH HOFSTROM ROAD, 46.9 M
 DF9668'NORTH-NORTHWEST OF TELEPHONE POLE --4F26R3--, 34.7 M SOUTH-SOUTHWEST
 DF9668'OF TELEPHONE POLE --4F26R2--, AND 1 M EAST OF A CULTIVATED FIELD.
 DF9668'---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF THREE ORANGE 4X4
 DF9668'PLASTIC WITNESS POSTS.    ---NOTE---THIS STATION HAS NO VISIBLE
 DF9668'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9668
 DF9668                          STATION RECOVERY (2007)
 DF9668
 DF9668'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9668'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 37.1 M SOUTH OF THE
 DF9668'CENTERLINE OF PRIVATE ENTRANCE --5042--, 3.7 M NORTHEAST OF THE NORTH
 DF9668'POST OF A TRIANGULAR PLANTER BOX, AND 1.0 M SOUTH OF AN ORANGE 4X4
 DF9668'PLASTIC GUARD POST.
 DF9668
 DF9668                          STATION RECOVERY (2009)
 DF9668
 DF9668'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 DF9668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0396 ***********************************************************************
 QM0396  DESIGNATION -  BRADLEY
 QM0396  PID         -  QM0396
 QM0396  STATE/COUNTY-  WI/LINCOLN
 QM0396  COUNTRY     -  US
 QM0396  USGS QUAD   -  BRADLEY (2018)
 QM0396
 QM0396                         *CURRENT SURVEY CONTROL
 QM0396  ______________________________________________________________________
 QM0396* NAD 83(1991) POSITION- 45 32 02.13425(N) 089 45 59.60161(W)   ADJUSTED
 QM0396* NAVD 88 ORTHO HEIGHT -   452.469 (meters)     1484.48  (feet) ADJUSTED
 QM0396  ______________________________________________________________________
 QM0396  GEOID HEIGHT    -        -31.516 (meters)                     GEOID18
 QM0396  LAPLACE CORR    -         -7.18  (seconds)                    DEFLEC18
 QM0396  DYNAMIC HEIGHT  -        452.449 (meters)     1484.41  (feet) COMP
 QM0396  MODELED GRAVITY -    980,557.7   (mgal)                       NAVD 88
 QM0396
 QM0396  HORZ ORDER      -  FIRST
 QM0396  VERT ORDER      -  FIRST     CLASS II
 QM0396
 QM0396.The horizontal coordinates were established by classical geodetic methods
 QM0396.and adjusted by the National Geodetic Survey in November 1991.
 QM0396
 QM0396.The orthometric height was determined by differential leveling and
 QM0396.adjusted by the NATIONAL GEODETIC SURVEY
 QM0396.in June 1991.
 QM0396
 QM0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0396.GEOID18 height accuracy estimate available here.
 QM0396
 QM0396.Click photographs - Photos may exist for this station.
 QM0396
 QM0396.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0396
 QM0396.The dynamic height is computed by dividing the NAVD 88
 QM0396.geopotential number by the normal gravity value computed on the
 QM0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0396.degrees latitude (g = 980.6199 gals.).
 QM0396
 QM0396.The modeled gravity was interpolated from observed gravity values.
 QM0396
 QM0396. The following values were computed from the NAD 83(1991) position.
 QM0396
 QM0396;                    North         East     Units Scale Factor Converg.
 QM0396;SPC WI C     -   189,002.352   618,234.666   MT  1.00000664   +0 09 53.0
 QM0396;SPC WI C     -   620,085.22  2,028,324.90   sFT  1.00000664   +0 09 53.0
 QM0396;UTM  16      - 5,045,988.892   283,989.134   MT  1.00017372   -1 58 30.6
 QM0396
 QM0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0396!SPC WI C     -   0.99993401  x   1.00000664  =   0.99994065
 QM0396!UTM  16      -   0.99993401  x   1.00017372  =   1.00010772
 QM0396
 QM0396:                Primary Azimuth Mark                     Grid Az
 QM0396:SPC WI C     -  METZ                                     077 46 18.8
 QM0396:UTM  16      -  METZ                                     079 54 42.4
 QM0396
 QM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8398945988(NAD 83)
 QM0396
 QM0396|---------------------------------------------------------------------|
 QM0396| PID    Reference Object                     Distance      Geod. Az  |
 QM0396|                                                           dddmmss.s |
 QM0396| QM0397 METZ                                APPROX. 2.1 KM 0775611.8 |
 QM0396|---------------------------------------------------------------------|
 QM0396
 QM0396                          SUPERSEDED SURVEY CONTROL
 QM0396
 QM0396  NAD 83(1986)-  45 32 02.13249(N)    089 45 59.59888(W) AD(       ) 1
 QM0396  NAD 27      -  45 32 02.23700(N)    089 45 59.09000(W) AD(       ) 1
 QM0396  USSD        -  45 32 02.44700(N)    089 45 58.91700(W) AD(       ) 3
 QM0396  NGVD 29 (??/??/92)  452.478  (m)         1484.50   (f) ADJ UNCH    1 2
 QM0396  NGVD 29             452.48   (m)         1484.5    (f) LEVELING    3  
 QM0396
 QM0396.Superseded values are not recommended for survey control.
 QM0396
 QM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0396.See file dsdata.pdf to determine how the superseded data were derived.
 QM0396
 QM0396_MARKER: DS = TRIANGULATION STATION DISK
 QM0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0396_STAMPING: BRADLEY 1921
 QM0396_MARK LOGO: CGS
 QM0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0396+STABILITY: SURFACE MOTION
 QM0396
 QM0396  HISTORY     - Date     Condition        Report By
 QM0396  HISTORY     - 1921     MONUMENTED       CGS
 QM0396  HISTORY     - 1922     GOOD             CGS
 QM0396  HISTORY     - 1934     GOOD             CGS
 QM0396  HISTORY     - 1952     GOOD             CGS
 QM0396  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0396
 QM0396                          STATION DESCRIPTION
 QM0396
 QM0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QM0396'THIS STATION IS 1/2 MILE W OF BRADLEY, ON S SIDE OF TRACK, ON
 QM0396'THE EXTENSION OF THE TANGENT OF N RAIL AT FIRST CURVE W OF
 QM0396'BRADLEY.  STATION IS 50 METERS E OF MILEPOST 197, AND 18.24
 QM0396'METERS OR 59.86 FEET S OF S RAIL.  THE MARK IS BY THE MINNEAPOLIS,
 QM0396'ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QM0396'
 QM0396'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0396'DISKS SET IN CONCRETE.
 QM0396'
 QM0396'THE UNDERGROUND MARK IS 32 INCHES DEEP.
 QM0396
 QM0396                          STATION RECOVERY (1922)
 QM0396
 QM0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0396'0.6 MI W FROM BRADLEY.
 QM0396'ABOUT 1/2 MILE WEST OF BRADLEY, ON THE SOUTH SIDE OF THE TRACK,
 QM0396'ON THE EXTENSION OF THE TANGENT OF THE NORTH RAIL, AT THE
 QM0396'FIRST CURVE WEST OF BRADLEY, 50 METERS EAST OF MILEPOST 197, AND
 QM0396'18.24M (59.86 FT.) SOUTH OF THE SOUTH RAIL OF THE M. ST. B.
 QM0396'AND S.S.M. RY.
 QM0396
 QM0396                          STATION RECOVERY (1934)
 QM0396
 QM0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0396'RECOVERED IN GOOD CONDITION.
 QM0396
 QM0396                          STATION RECOVERY (1952)
 QM0396
 QM0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0396'STATION MARK RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QM0396'IT IS ABOUT 61.0 FEET S OF S RAIL OF RAILROAD, 60.2 FEET SW
 QM0396'OF FIRST TELEPHONE LINE POLE E OF MILEPOST 197, 13.2 FEET
 QM0396'S OF S RIGHT-OF-WAY FENCE LINE.
 QM0396'
 QM0396'THE REFERENCE MARK WAS NOT LOCATED.  IT IS POSSIBLE THAT IT
 QM0396'HAS BEEN DESTROYED BY REMOVING OF DIRT ALONG THE RAILROAD
 QM0396'AT ITS LOCATION.
 QM0396
 QM0396                          STATION RECOVERY (1985)
 QM0396
 QM0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0396'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6270 ***********************************************************************
 DO6270  DESIGNATION -  BRADLEY N GPS
 DO6270  PID         -  DO6270
 DO6270  STATE/COUNTY-  WI/LINCOLN
 DO6270  COUNTRY     -  US
 DO6270  USGS QUAD   -  HEAFFORD JUNCTION (2018)
 DO6270
 DO6270                         *CURRENT SURVEY CONTROL
 DO6270  ______________________________________________________________________
 DO6270* NAD 83(1986) POSITION- 45 32 06.09   (N) 089 42 54.01   (W)   HD_HELD1
 DO6270* NAVD 88 ORTHO HEIGHT -   451.491 (meters)     1481.27  (feet) ADJUSTED
 DO6270  ______________________________________________________________________
 DO6270  GEOID HEIGHT    -        -31.645 (meters)                     GEOID18
 DO6270  DYNAMIC HEIGHT  -        451.469 (meters)     1481.19  (feet) COMP
 DO6270  MODELED GRAVITY -    980,552.3   (mgal)                       NAVD 88
 DO6270
 DO6270  VERT ORDER      -  SECOND    CLASS I
 DO6270
 DO6270.The horizontal coordinates were determined by differentially corrected
 DO6270.hand held GPS observations or other comparable positioning techniques
 DO6270.and have an estimated accuracy of +/- 3 meters.
 DO6270
 DO6270.The orthometric height was determined by differential leveling and
 DO6270.adjusted by the NATIONAL GEODETIC SURVEY
 DO6270.in February 2017.
 DO6270
 DO6270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6270.GEOID18 height accuracy estimate available here.
 DO6270
 DO6270.Click photographs - Photos may exist for this station.
 DO6270
 DO6270.The dynamic height is computed by dividing the NAVD 88
 DO6270.geopotential number by the normal gravity value computed on the
 DO6270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6270.degrees latitude (g = 980.6199 gals.).
 DO6270
 DO6270.The modeled gravity was interpolated from observed gravity values.
 DO6270
 DO6270;                    North         East    Units  Estimated Accuracy
 DO6270;SPC WI C     -   189,137.3     622,261.1     MT  (+/- 3 meters HH1 GPS) 
 DO6270
 DO6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8801845973(NAD 83)
 DO6270
 DO6270                          SUPERSEDED SURVEY CONTROL
 DO6270
 DO6270  NAVD 88 (07/25/13)  451.509  (m)         1481.33   (f) SUPERSEDED  2 1
 DO6270
 DO6270.Superseded values are not recommended for survey control.
 DO6270
 DO6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6270.See file dsdata.pdf to determine how the superseded data were derived.
 DO6270
 DO6270_MARKER: DD = SURVEY DISK
 DO6270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6270_STAMPING: BRADLEY N GPS 1993
 DO6270_MARK LOGO: WIDT
 DO6270_PROJECTION: FLUSH
 DO6270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6270+STABILITY: SURFACE MOTION
 DO6270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6270+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO6270
 DO6270  HISTORY     - Date     Condition        Report By
 DO6270  HISTORY     - 1993     MONUMENTED       WI-085
 DO6270  HISTORY     - 20121204 GOOD             WIDT
 DO6270
 DO6270                          STATION DESCRIPTION
 DO6270
 DO6270'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6270'THE STATION IS LOCATED 15.7 MI (25.3 KM) SOUTHWEST OF RHINELANDER, 4.4
 DO6270'MI (7.1 KM) NORTH OF TOMAHAWK, AND 0.7 MI (1.1 KM) SOUTH OF HEAFFORD
 DO6270'JUNCTION.
 DO6270'
 DO6270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH COUNTY
 DO6270'HIGHWAY A LOCATED APPROXIMATELY 4 MI (6.4 KM) NORTH OF THE CITY OF
 DO6270'TOMAHAWK, GO WEST ON U.S. HIGHWAY 8 FOR 0.35 MI (0.6 KM) TO THE
 DO6270'STATION ON THE LEFT.
 DO6270'
 DO6270'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS
 DO6270'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 35 CM (14 INCH)
 DO6270'CONCRETE POST, APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DO6270'PAVEMENT.  THE STATION IS 18.0 M (59.1 FT) SOUTHWEST OF THE CENTERLINE
 DO6270'OF U.S. HIGHWAY 8, 74.1 M (243.1 FT) NORTHWEST OF A BLUE -GAS/FOOD-
 DO6270'SIGN, 39.8 M (130.6 FT) NORTH OF AN ORANGE OVER WHITE BURIED CABLE
 DO6270'WITNESS POST, 10 M (32.8 FT) NORTHWEST OF THE CENTER OF A GRASS FIELD
 DO6270'ENTRANCE, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DO6270'WHITE PLASTIC WITNESS POSTS.
 DO6270'
 DO6270'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6270'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6268 ***********************************************************************
 DO6268  DESIGNATION -  BRADLEY NE GPS
 DO6268  PID         -  DO6268
 DO6268  STATE/COUNTY-  WI/LINCOLN
 DO6268  COUNTRY     -  US
 DO6268  USGS QUAD   -  HEAFFORD JUNCTION (2018)
 DO6268
 DO6268                         *CURRENT SURVEY CONTROL
 DO6268  ______________________________________________________________________
 DO6268* NAD 83(2011) POSITION- 45 32 28.79107(N) 089 40 38.22729(W)   ADJUSTED
 DO6268* NAD 83(2011) ELLIP HT-   420.552 (meters)        (05/27/14)   ADJUSTED
 DO6268* NAD 83(2011) EPOCH   -  2010.00
 DO6268* NAVD 88 ORTHO HEIGHT -   452.239 (meters)     1483.72  (feet) ADJUSTED
 DO6268  ______________________________________________________________________
 DO6268  GEOID HEIGHT    -        -31.696 (meters)                     GEOID18
 DO6268  NAD 83(2011) X  -     25,205.817 (meters)                     COMP
 DO6268  NAD 83(2011) Y  - -4,475,073.210 (meters)                     COMP
 DO6268  NAD 83(2011) Z  -  4,529,987.886 (meters)                     COMP
 DO6268  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC18
 DO6268  DYNAMIC HEIGHT  -        452.216 (meters)     1483.65  (feet) COMP
 DO6268  MODELED GRAVITY -    980,550.5   (mgal)                       NAVD 88
 DO6268
 DO6268  VERT ORDER      -  SECOND    CLASS I
 DO6268
 DO6268  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6268  Standards:
 DO6268         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6268            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6268  -------------------------------------------------------------------
 DO6268  NETWORK    0.32   0.43           0.14   0.12   0.22      0.08465003
 DO6268  -------------------------------------------------------------------
 DO6268  Click here for local accuracies and other accuracy information.
 DO6268
 DO6268.The horizontal coordinates were established by GPS observations
 DO6268.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6268
 DO6268.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6268.been affixed to the stable North American tectonic plate. See 
 DO6268.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6268
 DO6268.The horizontal coordinates are valid at the epoch date displayed above
 DO6268.which is a decimal equivalence of Year/Month/Day.
 DO6268
 DO6268.The orthometric height was determined by differential leveling and
 DO6268.adjusted by the NATIONAL GEODETIC SURVEY
 DO6268.in February 2017.
 DO6268
 DO6268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6268.GEOID18 height accuracy estimate available here.
 DO6268
 DO6268.Click photographs - Photos may exist for this station.
 DO6268
 DO6268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6268
 DO6268.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6268
 DO6268.The ellipsoidal height was determined by GPS observations
 DO6268.and is referenced to NAD 83.
 DO6268
 DO6268.The dynamic height is computed by dividing the NAVD 88
 DO6268.geopotential number by the normal gravity value computed on the
 DO6268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6268.degrees latitude (g = 980.6199 gals.).
 DO6268
 DO6268.The modeled gravity was interpolated from observed gravity values.
 DO6268
 DO6268. The following values were computed from the NAD 83(2011) position.
 DO6268
 DO6268;                    North         East     Units Scale Factor Converg.
 DO6268;SPC WI C     -   189,849.202   625,204.430   MT  1.00000813   +0 13 39.7
 DO6268;SPC WI C     -   622,863.59  2,051,191.53   sFT  1.00000813   +0 13 39.7
 DO6268;UTM  16      - 5,046,575.027   290,986.690   MT  1.00013714   -1 54 41.8
 DO6268
 DO6268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6268!SPC WI C     -   0.99993407  x   1.00000813  =   0.99994220
 DO6268!UTM  16      -   0.99993407  x   1.00013714  =   1.00007120
 DO6268
 DO6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9098646575(NAD 83)
 DO6268
 DO6268                          SUPERSEDED SURVEY CONTROL
 DO6268
 DO6268  NAVD 88 (07/25/13)  452.259  (m)         1483.79   (f) SUPERSEDED  2 1
 DO6268
 DO6268.Superseded values are not recommended for survey control.
 DO6268
 DO6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6268.See file dsdata.pdf to determine how the superseded data were derived.
 DO6268
 DO6268_MARKER: DD = SURVEY DISK
 DO6268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6268_STAMPING: BRADLEY NE GPS 2011
 DO6268_MARK LOGO: WIDT
 DO6268_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6268_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6268+STABILITY: SURFACE MOTION
 DO6268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6268+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 DO6268
 DO6268  HISTORY     - Date     Condition        Report By
 DO6268  HISTORY     - 2011     MONUMENTED       WIDT
 DO6268  HISTORY     - 20121203 GOOD             WIDT
 DO6268  HISTORY     - 20131002 GOOD             WIDT
 DO6268
 DO6268                          STATION DESCRIPTION
 DO6268
 DO6268'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6268'THE STATION IS LOCATED 18.6 MI (29.9 KM) SOUTH OF HAZELHURST, 14.2 MI
 DO6268'(22.8 KM) SOUTHWEST OF RHINELANDER, AND 5.4 MI (8.7 KM)
 DO6268'NORTH-NORTHEAST OF TOMAHAWK.
 DO6268'
 DO6268'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH U.S.
 DO6268'HIGHWAY 51 (EXIT 234) ABOUT 6 MI (9.7 KM) NORTH-NORTHEAST OF THE CITY
 DO6268'OF TOMAHAWK, GO SOUTHWEST ON U.S. HIGHWAY 8 FOR 0.3 MI (0.5 KM) TO
 DO6268'SOUTH KLADE ROAD AND THE STATION ON THE LEFT.
 DO6268'
 DO6268'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6268'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6268'INCH) CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY 2 M (6.6 FT)
 DO6268'HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 34.9 M (114.5 FT)
 DO6268'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 8, 66.3 M (217.5 FT) EAST
 DO6268'OF A -DIVIDED HIGHWAY AHEAD- SIGN, 37.6 M (123.4 FT) SOUTHWEST OF A
 DO6268'-STOP- SIGN, 25 M (82.0 FT) SOUTHWEST OF THE CENTERLINE OF SOUTH KLADE
 DO6268'ROAD AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE
 DO6268'4X4 GUARD POSTS.
 DO6268'
 DO6268'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6268'DEGREES ABOVE THE HORIZON.
 DO6268
 DO6268                          STATION RECOVERY (2013)
 DO6268
 DO6268'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DO6268'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN3599 ***********************************************************************
 DN3599  DESIGNATION -  BRADLEY S GPS
 DN3599  PID         -  DN3599
 DN3599  STATE/COUNTY-  WI/LINCOLN
 DN3599  COUNTRY     -  US
 DN3599  USGS QUAD   -  TOMAHAWK (2018)
 DN3599
 DN3599                         *CURRENT SURVEY CONTROL
 DN3599  ______________________________________________________________________
 DN3599* NAD 83(2011) POSITION- 45 25 53.58118(N) 089 41 41.75403(W)   ADJUSTED
 DN3599* NAD 83(2011) ELLIP HT-   407.387 (meters)        (06/27/12)   ADJUSTED
 DN3599* NAD 83(2011) EPOCH   -  2010.00
 DN3599* NAVD 88 ORTHO HEIGHT -   439.641 (meters)     1442.39  (feet) ADJUSTED
 DN3599  ______________________________________________________________________
 DN3599  GEOID HEIGHT    -        -32.247 (meters)                     GEOID18
 DN3599  NAD 83(2011) X  -     23,873.833 (meters)                     COMP
 DN3599  NAD 83(2011) Y  - -4,483,772.423 (meters)                     COMP
 DN3599  NAD 83(2011) Z  -  4,521,423.986 (meters)                     COMP
 DN3599  LAPLACE CORR    -         -6.14  (seconds)                    DEFLEC18
 DN3599  DYNAMIC HEIGHT  -        439.607 (meters)     1442.28  (feet) COMP
 DN3599  MODELED GRAVITY -    980,525.6   (mgal)                       NAVD 88
 DN3599
 DN3599  VERT ORDER      -  SECOND    CLASS I
 DN3599
 DN3599  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3599  Standards:
 DN3599         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3599            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3599  -------------------------------------------------------------------
 DN3599  NETWORK    0.38   0.41           0.17   0.14   0.21     -0.05422705
 DN3599  -------------------------------------------------------------------
 DN3599  Click here for local accuracies and other accuracy information.
 DN3599
 DN3599.The horizontal coordinates were established by GPS observations
 DN3599.and adjusted by the National Geodetic Survey in June 2012.
 DN3599
 DN3599.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3599.been affixed to the stable North American tectonic plate. See 
 DN3599.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3599
 DN3599.The horizontal coordinates are valid at the epoch date displayed above
 DN3599.which is a decimal equivalence of Year/Month/Day.
 DN3599
 DN3599.The orthometric height was determined by differential leveling and
 DN3599.adjusted by the NATIONAL GEODETIC SURVEY
 DN3599.in February 2017.
 DN3599
 DN3599.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3599.GEOID18 height accuracy estimate available here.
 DN3599
 DN3599.Click photographs - Photos may exist for this station.
 DN3599
 DN3599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3599
 DN3599.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3599
 DN3599.The ellipsoidal height was determined by GPS observations
 DN3599.and is referenced to NAD 83.
 DN3599
 DN3599.The dynamic height is computed by dividing the NAVD 88
 DN3599.geopotential number by the normal gravity value computed on the
 DN3599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3599.degrees latitude (g = 980.6199 gals.).
 DN3599
 DN3599.The modeled gravity was interpolated from observed gravity values.
 DN3599
 DN3599. The following values were computed from the NAD 83(2011) position.
 DN3599
 DN3599;                    North         East     Units Scale Factor Converg.
 DN3599;SPC WI C     -   177,642.842   623,872.073   MT  0.99998768   +0 12 54.9
 DN3599;SPC WI C     -   582,816.56  2,046,820.29   sFT  0.99998768   +0 12 54.9
 DN3599;UTM  16      - 5,034,425.106   289,199.714   MT  1.00014638   -1 55 14.2
 DN3599
 DN3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3599!SPC WI C     -   0.99993613  x   0.99998768  =   0.99992382
 DN3599!UTM  16      -   0.99993613  x   1.00014638  =   1.00008251
 DN3599
 DN3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8919934425(NAD 83)
 DN3599
 DN3599                          SUPERSEDED SURVEY CONTROL
 DN3599
 DN3599  NAD 83(2007)-  45 25 53.58111(N)    089 41 41.75454(W) AD(2002.00) B
 DN3599  ELLIP H (09/06/11)  407.419  (m)                       GP(2002.00) 1 1
 DN3599  NAVD 88 (07/25/13)  439.654  (m)         1442.43   (f) SUPERSEDED  2 1
 DN3599  NAVD 88 (09/21/12)  439.62   (m)  GEOID12A model used  GPS OBS        
 DN3599
 DN3599.Superseded values are not recommended for survey control.
 DN3599
 DN3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3599.See file dsdata.pdf to determine how the superseded data were derived.
 DN3599
 DN3599_MARKER: DD = SURVEY DISK
 DN3599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3599_STAMPING: BRADLEY S GPS 1995
 DN3599_MARK LOGO: WI-069
 DN3599_PROJECTION: FLUSH
 DN3599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN3599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3599+STABILITY: SURFACE MOTION
 DN3599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3599+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2016
 DN3599
 DN3599  HISTORY     - Date     Condition        Report By
 DN3599  HISTORY     - 1995     MONUMENTED       WI-069
 DN3599  HISTORY     - 20090509 GOOD             WIDT
 DN3599  HISTORY     - 20121129 GOOD             WIDT
 DN3599  HISTORY     - 20130215 GOOD             MSA
 DN3599  HISTORY     - 20160805 GOOD             MSA
 DN3599
 DN3599                          STATION DESCRIPTION
 DN3599
 DN3599'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN3599'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51 WITH COUNTY
 DN3599'HIGHWAY S (EXIT 225) ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF THE CITY OF
 DN3599'TOMAHAWK, GO NORTHWEST ON COUNTY HIGHWAY S FOR 1.5 MI (2.4 KM) TO
 DN3599'STATE HIGHWAY 107 ON THE LEFT AND THE STATION ON THE LEFT.
 DN3599'
 DN3599'THE STATION IS A BRONZE LINCOLN COUNTY GEODETIC CONTROL STATION DISK
 DN3599'SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST, LOCATED
 DN3599'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DN3599'
 DN3599'THE STATION IS 13.6 M (44.6 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DN3599'HIGHWAY S, 38 M (124.7 FT) NORTHWEST OF THE CENTERLINE OF STATE
 DN3599'HIGHWAY 107, 6.5 M (21.3 FT) WEST OF A WOODEN POST FOR A ROUTE
 DN3599'DIRECTIONAL SIGN AND 1.6 M (5.2 FT) NORTHEAST OF A CARSONITE WITNESS
 DN3599'POST.
 DN3599'
 DN3599'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN3599'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED ROUTE DIRECTIONAL
 DN3599'SIGN EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DN3599
 DN3599                          STATION RECOVERY (2012)
 DN3599
 DN3599'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DN3599'RECOVERED AS DESCRIBED.
 DN3599
 DN3599                          STATION RECOVERY (2013)
 DN3599
 DN3599'RECOVERY NOTE BY MSA PROFESSIONAL SERVICES 2013 (JEA)
 DN3599'FOUND AS NOTED ABOVE, WITH FOLLOWING CORRECTION.  STATION IS LOCATED
 DN3599'ABOUT 3 FT (0.9 M) BELOW HIGHWAY ELEVATION.
 DN3599
 DN3599                          STATION RECOVERY (2016)
 DN3599
 DN3599'RECOVERY NOTE BY MSA PROFESSIONAL SERVICES 2016 (KSM)
 DN3599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6307 ***********************************************************************
 DO6307  DESIGNATION -  BRADLEY S GPS AZ MK
 DO6307  PID         -  DO6307
 DO6307  STATE/COUNTY-  WI/LINCOLN
 DO6307  COUNTRY     -  US
 DO6307  USGS QUAD   -  TOMAHAWK (2018)
 DO6307
 DO6307                         *CURRENT SURVEY CONTROL
 DO6307  ______________________________________________________________________
 DO6307* NAD 83(1986) POSITION- 45 25 45.2    (N) 089 41 23.9    (W)   HD_HELD2
 DO6307* NAVD 88 ORTHO HEIGHT -   439.937 (meters)     1443.36  (feet) ADJUSTED
 DO6307  ______________________________________________________________________
 DO6307  GEOID HEIGHT    -        -32.269 (meters)                     GEOID18
 DO6307  DYNAMIC HEIGHT  -        439.903 (meters)     1443.25  (feet) COMP
 DO6307  MODELED GRAVITY -    980,525.7   (mgal)                       NAVD 88
 DO6307
 DO6307  VERT ORDER      -  SECOND    CLASS I
 DO6307
 DO6307.The horizontal coordinates were established by autonomous hand held GPS
 DO6307.observations and have an estimated accuracy of +/- 10 meters.
 DO6307
 DO6307.The orthometric height was determined by differential leveling and
 DO6307.adjusted by the NATIONAL GEODETIC SURVEY
 DO6307.in February 2017.
 DO6307
 DO6307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6307.GEOID18 height accuracy estimate available here.
 DO6307
 DO6307.Click photographs - Photos may exist for this station.
 DO6307
 DO6307.The dynamic height is computed by dividing the NAVD 88
 DO6307.geopotential number by the normal gravity value computed on the
 DO6307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6307.degrees latitude (g = 980.6199 gals.).
 DO6307
 DO6307.The modeled gravity was interpolated from observed gravity values.
 DO6307
 DO6307;                    North         East    Units  Estimated Accuracy
 DO6307;SPC WI C     -   177,386.      624,261.      MT  (+/- 10 meters HH2 GPS)
 DO6307
 DO6307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8957834153(NAD 83)
 DO6307
 DO6307                          SUPERSEDED SURVEY CONTROL
 DO6307
 DO6307  NAVD 88 (07/25/13)  439.949  (m)         1443.40   (f) SUPERSEDED  2 1
 DO6307
 DO6307.Superseded values are not recommended for survey control.
 DO6307
 DO6307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6307.See file dsdata.pdf to determine how the superseded data were derived.
 DO6307
 DO6307_MARKER: DZ = AZIMUTH MARK DISK
 DO6307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6307_STAMPING: BRADLEY S GPS AZ MK 1995
 DO6307_MARK LOGO: WI-069
 DO6307_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6307+STABILITY: SURFACE MOTION
 DO6307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6307+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2016
 DO6307
 DO6307  HISTORY     - Date     Condition        Report By
 DO6307  HISTORY     - 1995     MONUMENTED       WI-069
 DO6307  HISTORY     - 20121129 GOOD             WIDT
 DO6307  HISTORY     - 20160804 GOOD             MSA
 DO6307
 DO6307                          STATION DESCRIPTION
 DO6307
 DO6307'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6307'THE STATION IS LOCATED 19.7 MI (31.7 KM) SOUTHWEST OF RHINELANDER, 5.5
 DO6307'MI (8.8 KM) NORTH OF IRMA, AND 3.5 MI (5.6 KM) SOUTHEAST OF TOMAHAWK.
 DO6307'
 DO6307'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107 WITH
 DO6307'COUNTY HIGHWAY S LOCATED APPROXIMATELY 3 MI (4.8 KM) SOUTHEAST OF THE
 DO6307'CITY OF TOMAHAWK, GO SOUTHEAST ON COUNTY HIGHWAY S FOR 0.25 MI (0.4
 DO6307'KM) TO THE STATION ON THE RIGHT.
 DO6307'
 DO6307'THE STATION IS A BRONZE WISCONSIN COUNTY GPS NETWORK GEODETIC CONTROL
 DO6307'MARKER AZIMUTH DISK SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER
 DO6307'CONCRETE POST, APPROXIMATELY 0.6 M (2.0 FT) LOWER THAN THE HIGHWAY
 DO6307'PAVEMENT.  THE STATION IS 11.1 M (36.4 FT) SOUTHWEST OF THE CENTERLINE
 DO6307'OF COUNTY HIGHWAY S, 53.5 M (175.5 FT) EAST OF THE EASTERNMOST WOODEN
 DO6307'POST FOR A -KAHLE PARK- SIGN, 12.4 M (40.7 FT) NORTHEAST OF A YELLOW
 DO6307'METAL RIGHT-OF-WAY POST, AND LOCATED IN THE CENTER OF A TRIANGLE
 DO6307'FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DO6307'
 DO6307'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6307'DEGREES ABOVE THE HORIZON EXCEPT FOR PINE TREES TO THE SOUTH-SOUTHEAST
 DO6307'OF THE STATION EXTENDING TO NEAR 25 DEGREES.
 DO6307'
 DO6307'NOTE2-THE SOUTHERN EDGE OF THE CONCRETE MONUMENT SHOWS EVIDENCE OF
 DO6307'HAVING BEEN CONTACTED BY MACHINERY PRIOR TO THE SURVEY OBSERVATIONS ON
 DO6307'THIS DATE.
 DO6307
 DO6307                          STATION RECOVERY (2016)
 DO6307
 DO6307'RECOVERY NOTE BY MSA PROFESSIONAL SERVICES 2016 (KSM)
 DO6307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0475 ***********************************************************************
 PM0475  DESIGNATION -  BRANCH
 PM0475  PID         -  PM0475
 PM0475  STATE/COUNTY-  WI/MANITOWOC
 PM0475  COUNTRY     -  US
 PM0475  USGS QUAD   -  MISHICOT (2018)
 PM0475
 PM0475                         *CURRENT SURVEY CONTROL
 PM0475  ______________________________________________________________________
 PM0475* NAD 83(1991) POSITION- 44 09 52.52292(N) 087 44 28.68610(W)   ADJUSTED
 PM0475* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 PM0475  ______________________________________________________________________
 PM0475  GEOID HEIGHT    -        -36.127 (meters)                     GEOID18
 PM0475  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 PM0475  HORZ ORDER      -  SECOND
 PM0475
 PM0475.The horizontal coordinates were established by classical geodetic methods
 PM0475.and adjusted by the National Geodetic Survey in November 1991.
 PM0475
 PM0475.The orthometric height was scaled from a topographic map.
 PM0475
 PM0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0475.GEOID18 height accuracy estimate available here.
 PM0475
 PM0475.Click photographs - Photos may exist for this station.
 PM0475
 PM0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0475
 PM0475. The following values were computed from the NAD 83(1991) position.
 PM0475
 PM0475;                    North         East     Units Scale Factor Converg.
 PM0475;SPC WI S     -   242,921.999   780,641.801   MT  1.00002136   +1 33 07.1
 PM0475;SPC WI S     -   796,986.59  2,561,155.64   sFT  1.00002136   +1 33 07.1
 PM0475;UTM  16      - 4,890,420.861   440,731.290   MT  0.99964320   -0 30 59.4
 PM0475
 PM0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0475!SPC WI S     -   0.99996631  x   1.00002136  =   0.99998767
 PM0475!UTM  16      -   0.99996631  x   0.99964320  =   0.99960952
 PM0475
 PM0475:                Primary Azimuth Mark                     Grid Az
 PM0475:SPC WI S     -  BRANCH AZ MK                             345 33 22.7
 PM0475:UTM  16      -  BRANCH AZ MK                             347 37 29.2
 PM0475
 PM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4073190420(NAD 83)
 PM0475
 PM0475|---------------------------------------------------------------------|
 PM0475| PID    Reference Object                     Distance      Geod. Az  |
 PM0475|                                                           dddmmss.s |
 PM0475| CJ4317 BRANCH RM 1                          24.366 METERS 00033     |
 PM0475| PM0476 FRANCIS CREEK ST ANNS CATH CH       APPROX. 4.0 KM 0250500.4 |
 PM0475| CJ4318 BRANCH RM 2                          13.219 METERS 09241     |
 PM0475| CJ4316 BRANCH AZ MK                                       3470629.8 |
 PM0475|---------------------------------------------------------------------|
 PM0475
 PM0475                          SUPERSEDED SURVEY CONTROL
 PM0475
 PM0475  NAD 83(1986)-  44 09 52.51118(N)    087 44 28.67743(W) AD(       ) 2
 PM0475  NAD 27      -  44 09 52.53100(N)    087 44 28.36400(W) AD(       ) 2
 PM0475
 PM0475.Superseded values are not recommended for survey control.
 PM0475
 PM0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0475.See file dsdata.pdf to determine how the superseded data were derived.
 PM0475
 PM0475_MARKER: DS = TRIANGULATION STATION DISK
 PM0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0475_STAMPING: BRANCH 1953
 PM0475_MARK LOGO: CGS
 PM0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0475+STABILITY: SURFACE MOTION
 PM0475
 PM0475  HISTORY     - Date     Condition        Report By
 PM0475  HISTORY     - 1953     MONUMENTED       CGS
 PM0475  HISTORY     - 1972     MARK NOT FOUND   NGS
 PM0475
 PM0475                          STATION DESCRIPTION
 PM0475
 PM0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0475'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF MANITOWOC AND 1-1/2
 PM0475'MILES NORTHEAST OF BRANCH AND IS ON PROPERTY OWNED BY JOE DELSMAN.
 PM0475'IT IS 250 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STONE HOUSE, 22
 PM0475'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 3 FEET NORTH OF A WHITE
 PM0475'WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS
 PM0475'2 INCHES AND THE DISK IS STAMPED BRANCH 1953.
 PM0475'
 PM0475'REFERENCE MARK NO. 1 IS 22 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 PM0475'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 PM0475'DISK IS STAMPED BRANCH NO 1 1953.
 PM0475'
 PM0475'REFERENCE MARK NO. 2 IS 20 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 PM0475'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 PM0475'DISK IS STAMPED BRANCH NO 2 1953.
 PM0475'
 PM0475'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 24 FEET
 PM0475'EAST OF THE NORTHEAST CORNER OF A GALVANIZED TIN BUILDING AND 1 FOOT
 PM0475'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 PM0475'STAMPED BRANCH 1953.
 PM0475'
 PM0475'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NOS. 141 AND
 PM0475'10 WHICH IS ABOUT 4 MILES NORTHWEST OF MANITOWOC, GO WEST ON HIGHWAY
 PM0475'10 FOR 1.6 MILES TO A GRAVEL CROSSROAD, TURN RIGHT AND GO NORTH ON
 PM0475'GRAVEL ROAD FOR 1.3 MILES TO A PAVED CROSSROAD.  CONTINUE NORTH ON
 PM0475'GRAVEL ROAD FOR 0.75 MILE TO A STONE HOUSE ON THE LEFT AND THE
 PM0475'STATION ON THE LEFT AS DESCRIBED.
 PM0475'
 PM0475'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL ROAD
 PM0475'FOR 0.25 MILE TO A GRAVEL CROSSROAD, TURN LEFT AND GO WEST FOR 0.05
 PM0475'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PM0475'
 PM0475'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PM0475
 PM0475                          STATION RECOVERY (1972)
 PM0475
 PM0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PM0475'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  A LONG SEARCH WAS MADE
 PM0475'FOR THE STATION AND REFERENCE MARKS BUT NOTHING WAS FOUND.  MR.
 PM0475'DELSMAN WAS CONTACTED AND HE SAID THAT THE MARKS WERE PROBABLY
 PM0475'DESTROYED WHEN THE ROAD WAS WIDENED A FEW YEARS AFTER THE STATION
 PM0475'WAS ESTABLISHED.  THE ROAD AT THE TIME THE STATION WAS ESTABLISHED
 PM0475'WAS ABOUT 40 FEET WIDE FROM FENCE TO FENCE.  NOW THE FENCES HAVE
 PM0475'BEEN MOVED BACK AND THE WIDTH IS NOW IN EXCESS OF 60 FEET.  THE
 PM0475'COUNTY HIGHWAY DEPARTMENT WAS ALSO CONTACTED AND THEY SAID THAT
 PM0475'THEY HAVE NO RECORD OF THE MARKS BEING SAVED NOR DESTROYED.  IT IS
 PM0475'THE OPINION OF THIS PARTY THAT GRADING DID DESTROY THE STATION AND
 PM0475'REFERENCE MARKS.
 PM0475'
 PM0475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 PM0475'NORTHEAST OF BRANCH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0943 ***********************************************************************
 OM0943  DESIGNATION -  BRANDON EMANUEL LUTH CH SPIRE
 OM0943  PID         -  OM0943
 OM0943  STATE/COUNTY-  WI/FOND DU LAC
 OM0943  COUNTRY     -  US
 OM0943  USGS QUAD   -  BRANDON (2018)
 OM0943
 OM0943                         *CURRENT SURVEY CONTROL
 OM0943  ______________________________________________________________________
 OM0943* NAD 83(1991) POSITION- 43 44 05.35226(N) 088 46 43.19687(W)   ADJUSTED
 OM0943  ______________________________________________________________________
 OM0943  GEOID HEIGHT    -        -35.750 (meters)                     GEOID18
 OM0943  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 OM0943  HORZ ORDER      -  THIRD
 OM0943
 OM0943.The horizontal coordinates were established by classical geodetic methods
 OM0943.and adjusted by the National Geodetic Survey in November 1991.
 OM0943
 OM0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0943.GEOID18 height accuracy estimate available here.
 OM0943
 OM0943.Click photographs - Photos may exist for this station.
 OM0943
 OM0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0943
 OM0943. The following values were computed from the NAD 83(1991) position.
 OM0943
 OM0943;                    North         East     Units Scale Factor Converg.
 OM0943;SPC WI S     -   193,444.535   698,385.320   MT  0.99994947   +0 50 21.1
 OM0943;SPC WI S     -   634,659.28  2,291,285.84   sFT  0.99994947   +0 50 21.1
 OM0943;UTM  16      - 4,843,957.848   356,762.393   MT  0.99985236   -1 13 47.4
 OM0943
 OM0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5676243957(NAD 83)
 OM0943
 OM0943                          SUPERSEDED SURVEY CONTROL
 OM0943
 OM0943  NAD 83(1986)-  43 44 05.34691(N)    088 46 43.20021(W) AD(       ) 3
 OM0943  NAD 27      -  43 44 05.42600(N)    088 46 42.77200(W) AD(       ) 3
 OM0943
 OM0943.Superseded values are not recommended for survey control.
 OM0943
 OM0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0943.See file dsdata.pdf to determine how the superseded data were derived.
 OM0943
 OM0943_MARKER: 90 = CHURCH SPIRE
 OM0943
 OM0943  HISTORY     - Date     Condition        Report By
 OM0943  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM0943  HISTORY     - 19970215 GOOD             USPSQD
 OM0943
 OM0943                          STATION DESCRIPTION
 OM0943
 OM0943'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9582 ***********************************************************************
 AI9582  DESIGNATION -  BRANDON GPS
 AI9582  PID         -  AI9582
 AI9582  STATE/COUNTY-  WI/FOND DU LAC
 AI9582  COUNTRY     -  US
 AI9582  USGS QUAD   -  BRANDON (2018)
 AI9582
 AI9582                         *CURRENT SURVEY CONTROL
 AI9582  ______________________________________________________________________
 AI9582* NAD 83(2011) POSITION- 43 42 46.49768(N) 088 46 29.94659(W)   ADJUSTED
 AI9582* NAD 83(2011) ELLIP HT-   260.169 (meters)        (06/27/12)   ADJUSTED
 AI9582* NAD 83(2011) EPOCH   -  2010.00
 AI9582* NAVD 88 ORTHO HEIGHT -   295.876 (meters)      970.72  (feet) ADJUSTED
 AI9582  ______________________________________________________________________
 AI9582  GEOID HEIGHT    -        -35.706 (meters)                     GEOID18
 AI9582  NAD 83(2011) X  -     98,722.795 (meters)                     COMP
 AI9582  NAD 83(2011) Y  - -4,616,709.451 (meters)                     COMP
 AI9582  NAD 83(2011) Z  -  4,385,270.672 (meters)                     COMP
 AI9582  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 AI9582  DYNAMIC HEIGHT  -        295.810 (meters)      970.50  (feet) COMP
 AI9582  MODELED GRAVITY -    980,388.0   (mgal)                       NAVD 88
 AI9582
 AI9582  VERT ORDER      -  SECOND    CLASS I
 AI9582
 AI9582  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI9582  Standards:
 AI9582         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI9582            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI9582  -------------------------------------------------------------------
 AI9582  NETWORK    0.20   0.27           0.09   0.07   0.14      0.04539160
 AI9582  -------------------------------------------------------------------
 AI9582  Click here for local accuracies and other accuracy information.
 AI9582
 AI9582.The horizontal coordinates were established by GPS observations
 AI9582.and adjusted by the National Geodetic Survey in June 2012.
 AI9582
 AI9582.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI9582.been affixed to the stable North American tectonic plate. See 
 AI9582.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI9582
 AI9582.The horizontal coordinates are valid at the epoch date displayed above
 AI9582.which is a decimal equivalence of Year/Month/Day.
 AI9582
 AI9582.The orthometric height was determined by differential leveling and
 AI9582.adjusted by the WI DEPT OF TRANSP
 AI9582.in May 2012.
 AI9582
 AI9582.No vertical observational check was made to the station.
 AI9582
 AI9582.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9582.GEOID18 height accuracy estimate available here.
 AI9582
 AI9582.Click photographs - Photos may exist for this station.
 AI9582
 AI9582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9582
 AI9582.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI9582
 AI9582.The ellipsoidal height was determined by GPS observations
 AI9582.and is referenced to NAD 83.
 AI9582
 AI9582.The dynamic height is computed by dividing the NAVD 88
 AI9582.geopotential number by the normal gravity value computed on the
 AI9582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9582.degrees latitude (g = 980.6199 gals.).
 AI9582
 AI9582.The modeled gravity was interpolated from observed gravity values.
 AI9582
 AI9582. The following values were computed from the NAD 83(2011) position.
 AI9582
 AI9582;                    North         East     Units Scale Factor Converg.
 AI9582;SPC WI S     -   191,015.583   698,717.544   MT  0.99994732   +0 50 30.2
 AI9582;SPC WI S     -   626,690.29  2,292,375.81   sFT  0.99994732   +0 50 30.2
 AI9582;UTM  16      - 4,841,518.721   357,006.693   MT  0.99985150   -1 13 36.5
 AI9582
 AI9582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9582!SPC WI S     -   0.99995920  x   0.99994732  =   0.99990653
 AI9582!UTM  16      -   0.99995920  x   0.99985150  =   0.99981071
 AI9582
 AI9582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5700641518(NAD 83)
 AI9582
 AI9582                          SUPERSEDED SURVEY CONTROL
 AI9582
 AI9582  NAD 83(2007)-  43 42 46.49773(N)    088 46 29.94742(W) AD(2002.00) 0
 AI9582  ELLIP H (02/10/07)  260.205  (m)                       GP(2002.00)    
 AI9582  NAD 83(1997)-  43 42 46.49792(N)    088 46 29.94763(W) AD(       ) 1
 AI9582  ELLIP H (07/20/01)  260.211  (m)                       GP(       ) 4 1
 AI9582  NAVD 88             295.85   (m)          970.6    (f) LEVELING    3  
 AI9582  NAVD 88 (04/20/07)  295.849  (m)          970.63   (f) SUPERSEDED  2 1
 AI9582  NAVD 88             295.83   (m)          970.6    (f) LEVELING    3  
 AI9582  NAVD 88 (02/05/01)  295.829  (m)          970.57   (f) SUPERSEDED  2 1
 AI9582
 AI9582.Superseded values are not recommended for survey control.
 AI9582
 AI9582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9582.See file dsdata.pdf to determine how the superseded data were derived.
 AI9582
 AI9582_MARKER: DD = SURVEY DISK
 AI9582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9582_STAMPING: BRANDON GPS 1993
 AI9582_MARK LOGO: WI-039
 AI9582_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9582+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 AI9582
 AI9582  HISTORY     - Date     Condition        Report By
 AI9582  HISTORY     - 1993     MONUMENTED       WI-039
 AI9582  HISTORY     - 20000313 GOOD             WIDT
 AI9582  HISTORY     - 20030730 GOOD             USPSQD
 AI9582  HISTORY     - 2004     GOOD             WIDT
 AI9582  HISTORY     - 20050527 GOOD             WIDT
 AI9582  HISTORY     - 20060919 GOOD             USPSQD
 AI9582  HISTORY     - 20170518 GOOD             WOOLPT
 AI9582
 AI9582                          STATION DESCRIPTION
 AI9582
 AI9582'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 AI9582'THE STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) NORTH-NORTHWEST OF
 AI9582'WAUPUN AND 3.21 KM (2.00 MI) SOUTH OF BRANDON.  OWNERSHIP--WISCONSIN
 AI9582'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9582'OF STATE HIGHWAY 49 WITH COUNTY HIGHWAY TC ABOUT 0.81 KM (0.50 MI)
 AI9582'SOUTHEAST OF THE VILLAGE OF BRANDON, GO SOUTH ON STATE HIGHWAY 49 FOR
 AI9582'0.81 KM (0.50 MI) TO LINER ROAD, CONTINUE SOUTH ON STATE HIGHWAY 49
 AI9582'FOR 0.81 KM (0.50 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI9582'BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER DISK STAMPED
 AI9582'--BRANDON GPS 1993-- SET IN THE TOP OF A 45-CM (18-INCH) DIAMETER
 AI9582'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY
 AI9582'PAVEMENT.  THE STATION IS 13.6 M (44.6 FT) EAST OF THE CENTERLINE OF
 AI9582'STATE HIGHWAY 49, 35.2 M (115.5 FT) NORTH OF TELEPHONE PEDESTAL --TOLL
 AI9582'8--, 31.3 M (102.7 FT) EAST-SOUTHEAST OF TELEPHONE PEDESTAL --3 17A--,
 AI9582'15.6 M (51.2 FT) SOUTH OF A WOOD RIGHT-OF-WAY POST, 2 M (6.6 FT) WEST
 AI9582'OF A CULTIVATED FIELD, AND 0.7 M (2.3 FT) NORTHWEST OF A WHITE PLASTIC
 AI9582'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI9582'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9582
 AI9582                          STATION RECOVERY (2003)
 AI9582
 AI9582'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9582'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 51
 AI9582'FEET SOUTH OF THE EXTENDED CENTERLINE OF A FIELD ROAD WEST.  IT IS 1 M
 AI9582'NORTH, 1 M SOUTH AND 1 M EAST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 AI9582
 AI9582                          STATION RECOVERY (2004)
 AI9582
 AI9582'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 AI9582'RECOVERED AS DESCRIBED.
 AI9582
 AI9582                          STATION RECOVERY (2005)
 AI9582
 AI9582'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9582'RECOVERED IN GOOD CONDITION.
 AI9582
 AI9582                          STATION RECOVERY (2006)
 AI9582
 AI9582'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9582'RECOVERED IN GOOD CONDITION.
 AI9582
 AI9582                          STATION RECOVERY (2017)
 AI9582
 AI9582'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2017 (CC)
 AI9582'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI9581 ***********************************************************************
 AI9581  DESIGNATION -  BRANDON GPS AZ MK
 AI9581  PID         -  AI9581
 AI9581  STATE/COUNTY-  WI/FOND DU LAC
 AI9581  COUNTRY     -  US
 AI9581  USGS QUAD   -  BRANDON (2018)
 AI9581
 AI9581                         *CURRENT SURVEY CONTROL
 AI9581  ______________________________________________________________________
 AI9581* NAD 83(1986) POSITION- 43 43 00.2    (N) 088 46 31.1    (W)   HD_HELD2
 AI9581* NAVD 88 ORTHO HEIGHT -   298.406 (meters)      979.02  (feet) ADJUSTED
 AI9581  ______________________________________________________________________
 AI9581  GEOID HEIGHT    -        -35.714 (meters)                     GEOID18
 AI9581  DYNAMIC HEIGHT  -        298.339 (meters)      978.80  (feet) COMP
 AI9581  MODELED GRAVITY -    980,388.2   (mgal)                       NAVD 88
 AI9581
 AI9581  VERT ORDER      -  SECOND    CLASS I
 AI9581
 AI9581.The horizontal coordinates were established by autonomous hand held GPS
 AI9581.observations and have an estimated accuracy of +/- 10 meters.
 AI9581
 AI9581.The orthometric height was determined by differential leveling and
 AI9581.adjusted by the WI DEPT OF TRANSP
 AI9581.in May 2012.
 AI9581
 AI9581.No vertical observational check was made to the station.
 AI9581
 AI9581.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9581.GEOID18 height accuracy estimate available here.
 AI9581
 AI9581.Click photographs - Photos may exist for this station.
 AI9581
 AI9581.The dynamic height is computed by dividing the NAVD 88
 AI9581.geopotential number by the normal gravity value computed on the
 AI9581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9581.degrees latitude (g = 980.6199 gals.).
 AI9581
 AI9581.The modeled gravity was interpolated from observed gravity values.
 AI9581
 AI9581;                    North         East    Units  Estimated Accuracy
 AI9581;SPC WI S     -   191,438.      698,686.      MT  (+/- 10 meters HH2 GPS)
 AI9581
 AI9581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5698941942(NAD 83)
 AI9581
 AI9581                          SUPERSEDED SURVEY CONTROL
 AI9581
 AI9581  NAVD 88 (04/20/07)  298.379  (m)          978.93   (f) SUPERSEDED  2 1
 AI9581  NAVD 88 (02/05/01)  298.359  (m)          978.87   (f) SUPERSEDED  2 1
 AI9581
 AI9581.Superseded values are not recommended for survey control.
 AI9581
 AI9581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9581.See file dsdata.pdf to determine how the superseded data were derived.
 AI9581
 AI9581_MARKER: DZ = AZIMUTH MARK DISK
 AI9581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9581_STAMPING: BRANDON GPS 1993
 AI9581_MARK LOGO: WI-039
 AI9581_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9581+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 AI9581
 AI9581  HISTORY     - Date     Condition        Report By
 AI9581  HISTORY     - 1993     MONUMENTED       WI-039
 AI9581  HISTORY     - 20000313 GOOD             WIDT
 AI9581  HISTORY     - 20030730 GOOD             USPSQD
 AI9581  HISTORY     - 20050511 GOOD             WIDT
 AI9581  HISTORY     - 20060919 GOOD             USPSQD
 AI9581
 AI9581                          STATION DESCRIPTION
 AI9581
 AI9581'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 AI9581'THE STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) NORTH-NORTHWEST OF
 AI9581'WAUPUN AND 2.41 KM (1.50 MI) SOUTH OF BRANDON.  OWNERSHIP--WISCONSIN
 AI9581'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9581'OF STATE HIGHWAY 49 WITH COUNTY HIGHWAY TC ABOUT 0.81 KM (0.50 MI)
 AI9581'SOUTHEAST OF THE VILLAGE OF BRANDON, GO SOUTH ON STATE HIGHWAY 49 FOR
 AI9581'0.81 KM (0.50 MI) TO LINER ROAD, CONTINUE SOUTH ON STATE HIGHWAY 49
 AI9581'FOR 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI9581'BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER DISK STAMPED
 AI9581'--BRANDON GPS 1993-- SET IN THE TOP OF A 45-CM (18-INCH) DIAMETER
 AI9581'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY
 AI9581'PAVEMENT.  THE STATION IS 12.7 M (41.7 FT) WEST OF THE CENTERLINE OF
 AI9581'STATE HIGHWAY 49, 0.08 KM (0.05 MI) SOUTH OF THE EXTENDED CENTERLINE
 AI9581'OF PRIVATE ENTRANCE --N4767--, 46.9 M (153.9 FT) NORTH OF A WOOD
 AI9581'RIGHT-OF-WAY POST, 4 M (13.1 FT) EAST OF A CULTIVATED FIELD, AND 1.1 M
 AI9581'(3.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 AI9581'HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9581'HORIZON.
 AI9581
 AI9581                          STATION RECOVERY (2003)
 AI9581
 AI9581'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9581'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC POST IS
 AI9581'BENT OVER AT GROUND LEVEL, LYING PARALLEL TO THE GROUND.
 AI9581
 AI9581                          STATION RECOVERY (2005)
 AI9581
 AI9581'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9581'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12.0 M SOUTH OF THE
 AI9581'EXTENDED CENTERLINE OF A FIELD ENTRANCE, 8 CM ABOVE GROUND LEVEL ON
 AI9581'THE ROAD SIDE, AND 1 M EAST, 1 M NORTHWEST, AND 1 M SOUTHWEST OF THREE
 AI9581'WHITE PLASTIC WITNESS POSTS.
 AI9581
 AI9581                          STATION RECOVERY (2006)
 AI9581
 AI9581'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0945 ***********************************************************************
 OM0945  DESIGNATION -  BRANDON MUNICIPAL TANK
 OM0945  PID         -  OM0945
 OM0945  STATE/COUNTY-  WI/FOND DU LAC
 OM0945  COUNTRY     -  US
 OM0945  USGS QUAD   -  BRANDON (2018)
 OM0945
 OM0945                         *CURRENT SURVEY CONTROL
 OM0945  ______________________________________________________________________
 OM0945* NAD 83(1991) POSITION- 43 44 00.24481(N) 088 47 19.44663(W)   ADJUSTED
 OM0945  ______________________________________________________________________
 OM0945  GEOID HEIGHT    -        -35.743 (meters)                     GEOID18
 OM0945  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 OM0945  HORZ ORDER      -  THIRD
 OM0945
 OM0945.The horizontal coordinates were established by classical geodetic methods
 OM0945.and adjusted by the National Geodetic Survey in November 1991.
 OM0945
 OM0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0945.GEOID18 height accuracy estimate available here.
 OM0945
 OM0945.Click photographs - Photos may exist for this station.
 OM0945
 OM0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0945
 OM0945. The following values were computed from the NAD 83(1991) position.
 OM0945
 OM0945;                    North         East     Units Scale Factor Converg.
 OM0945;SPC WI S     -   193,275.097   697,576.522   MT  0.99994932   +0 49 56.2
 OM0945;SPC WI S     -   634,103.38  2,288,632.31   sFT  0.99994932   +0 49 56.2
 OM0945;UTM  16      - 4,843,817.734   355,948.082   MT  0.99985524   -1 14 12.4
 OM0945
 OM0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5594843817(NAD 83)
 OM0945
 OM0945                          SUPERSEDED SURVEY CONTROL
 OM0945
 OM0945  NAD 83(1986)-  43 44 00.23842(N)    088 47 19.45161(W) AD(       ) 3
 OM0945  NAD 27      -  43 44 00.29700(N)    088 47 19.05900(W) AD(       ) 3
 OM0945
 OM0945.Superseded values are not recommended for survey control.
 OM0945
 OM0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0945.See file dsdata.pdf to determine how the superseded data were derived.
 OM0945
 OM0945_MARKER: 53 = ELEVATED TANK
 OM0945
 OM0945  HISTORY     - Date     Condition        Report By
 OM0945  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM0945  HISTORY     - 19941116 GOOD             USPSQD
 OM0945  HISTORY     - 19991211 GOOD             USPSQD
 OM0945  HISTORY     - 20030813 GOOD             USPSQD
 OM0945  HISTORY     - 20050514 GOOD             USPSQD
 OM0945
 OM0945                          STATION DESCRIPTION
 OM0945
 OM0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0945'THE STATION IS THE SILVER BALL ATOP THE WATER TANK LOCATED IN
 OM0945'THE SOUTHWEST PART OF BRANDON.  THE TANK IS PAINTED SILVER
 OM0945'WITH THE LEGEND BRANDON ON THE NORTHWEST AND SOUTHEAST SIDE.
 OM0945'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND
 OM0945'THE OVERALL HEIGHT IS 125 FEET.
 OM0945
 OM0945                          STATION RECOVERY (1994)
 OM0945
 OM0945'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0945'RECOVERED IN GOOD CONDITION.
 OM0945
 OM0945                          STATION RECOVERY (1999)
 OM0945
 OM0945'RECOVERY NOTE BY US POWER SQUADRON 1999
 OM0945'RECOVERED IN GOOD CONDITION.
 OM0945
 OM0945                          STATION RECOVERY (2003)
 OM0945
 OM0945'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0945'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM MAIN STREET,
 OM0945'TURN SOUTH ON THIRD ST. FOR TWO BLOCKS TO THE ENTRANCE OF THE BRANDON
 OM0945'CEMETARY AHEAD AND THE TANK ON THE LEFT.
 OM0945
 OM0945                          STATION RECOVERY (2005)
 OM0945
 OM0945'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLB)
 OM0945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP2185 ***********************************************************************
 PP2185  DESIGNATION -  BRANDVOLD
 PP2185  PID         -  PP2185
 PP2185  STATE/COUNTY-  WI/ST CROIX
 PP2185  COUNTRY     -  US
 PP2185  USGS QUAD   -  WILSON (2018)
 PP2185
 PP2185                         *CURRENT SURVEY CONTROL
 PP2185  ______________________________________________________________________
 PP2185* NAD 83(1996) POSITION- 44 55 08.84226(N) 092 10 10.25439(W)   ADJUSTED
 PP2185* NAVD 88 ORTHO HEIGHT -   391.8   (meters)     1285.    (feet) VERTCON3
 PP2185  ______________________________________________________________________
 PP2185  GEOID HEIGHT    -        -30.645 (meters)                     GEOID18
 PP2185  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 PP2185  HORZ ORDER      -  SECOND
 PP2185
 PP2185.The horizontal coordinates were established by classical geodetic methods
 PP2185.and adjusted by the National Geodetic Survey in March 1999.
 PP2185
 PP2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2185
 PP2185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2185.GEOID18 height accuracy estimate available here.
 PP2185
 PP2185.Click photographs - Photos may exist for this station.
 PP2185
 PP2185.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2185
 PP2185. The following values were computed from the NAD 83(1996) position.
 PP2185
 PP2185;                    North         East     Units Scale Factor Converg.
 PP2185;SPC WI C     -   122,939.700   428,730.606   MT  0.99994099   -1 31 50.7
 PP2185;SPC WI C     -   403,344.67  1,406,593.66   sFT  0.99994099   -1 31 50.7
 PP2185;UTM  15      - 4,974,301.480   565,546.942   MT  0.99965283   +0 35 11.2
 PP2185
 PP2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2185!SPC WI C     -   0.99994338  x   0.99994099  =   0.99988438
 PP2185!UTM  15      -   0.99994338  x   0.99965283  =   0.99959623
 PP2185
 PP2185:                Primary Azimuth Mark                     Grid Az
 PP2185:SPC WI C     -  WILSON LUTH CH SPIRE                     238 40 21.4
 PP2185:UTM  15      -  WILSON LUTH CH SPIRE                     236 33 19.5
 PP2185
 PP2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6554674301(NAD 83)
 PP2185
 PP2185|---------------------------------------------------------------------|
 PP2185| PID    Reference Object                     Distance      Geod. Az  |
 PP2185|                                                           dddmmss.s |
 PP2185| CJ3893 BRANDVOLD RM 2                       24.830 METERS 03243     |
 PP2185| CJ4126 WILSON LUTH CH SPIRE                               2370830.7 |
 PP2185| CJ3892 BRANDVOLD RM 1                       25.070 METERS 32734     |
 PP2185|---------------------------------------------------------------------|
 PP2185
 PP2185                          SUPERSEDED SURVEY CONTROL
 PP2185
 PP2185  NAD 83(1991)-  44 55 08.83905(N)    092 10 10.25285(W) AD(       ) 2
 PP2185  NAD 83(1986)-  44 55 08.83331(N)    092 10 10.25970(W) AD(       ) 2
 PP2185  NAD 27      -  44 55 08.96100(N)    092 10 09.59702(W) AD(       ) 2
 PP2185  NGVD 29 (07/19/86)  391.7    (m)         1285.     (f) VERT ANG       
 PP2185
 PP2185.Superseded values are not recommended for survey control.
 PP2185
 PP2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2185.See file dsdata.pdf to determine how the superseded data were derived.
 PP2185
 PP2185_MARKER: DD = SURVEY DISK
 PP2185_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2185_STAMPING: ET BRANDVOLD 1972
 PP2185_MARK LOGO: USGS
 PP2185_PROJECTION: RECESSED 41 CENTIMETERS
 PP2185_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2185
 PP2185  HISTORY     - Date     Condition        Report By
 PP2185  HISTORY     - 1972     MONUMENTED       USGS
 PP2185
 PP2185                          STATION DESCRIPTION
 PP2185
 PP2185'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2185'STATION IS ABOUT 2.3 MI. S. AND 3.7 MI. W. OF TOWN OF KNAPP,
 PP2185'FROM JUNCTION OF U.S. HIGHWAY 12 AND COUNTY ROAD Q, T. 28 N.,
 PP2185'R. 15 W., NEAR CENTER OF NE 1/4 OF SE 1/4 OF SEC. 11.
 PP2185'
 PP2185'TO REACH FROM JUNCTION OF STATE HIGHWAYS 29 AND 25, NEAR CENTER
 PP2185'OF CITY OF MENOMONIE, GO 8.2 MI. W. ON STATE HIGHWAY 29 TO
 PP2185'JUNCTION OF STATE HIGHWAY 29 AND COUNTY ROAD N, THEN GO NW. AND
 PP2185'W. ON COUNTY ROAD N FOR ABOUT 5.0 MI. TO T-RD. N., GO N. HERE ON
 PP2185'GRAVEL RD. FOR ABOUT 0.6 MI. TO FENCE W., PARK TRUCK ALONG
 PP2185'ED. AND WALK W. THROUGH FIELD TO STATION ON TOP OF SMALL
 PP2185'RISE.  STATION IS ABOUT 70 FT. S. OF EW. FENCE.
 PP2185'
 PP2185'STATION MARK STAMPED ET BRANDVOLD 1972 IS ABOUT 70 FT. S. AND
 PP2185'179 FT. E. OF T-FENCE S., SET 16 IN. BELOW SURFACE.
 PP2185'
 PP2185'REFERENCE MARK NO. 1 STAMPED BRANDVOLD NO 1 1972 IS ABOUT
 PP2185'82 FT. NW. OF STATION, LOCATED IN EW. FENCE LINE, ABOUT
 PP2185'135 FT. E. OF T-FENCE S.
 PP2185'
 PP2185'REFERENCE MARK NO. 2 STAMPED BRANDVOLD NO 2 1972 IS ABOUT 81
 PP2185'FT. NE. OF STATION, LOCATED IN EW. FENCE LINE, ABOUT 223 DT. E. OF
 PP2185'T-FENCE S.
 PP2185'
 PP2185'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 PP2185'RODS CENTERED IN 6-IN. DIAMETER PLASTIC PIPE 12 IN. LONG AND
 PP2185'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STATION MARK IS ABOUT
 PP2185'16 IN. BELOW GROUND.  REFERENCE MARK NO. 1 REFERENCE MARK NO. 1
 PP2185'AND REFERENCE MARK NO. 2 ARE FLUSH WITH GROUND.
 PP2185'
 PP2185'AZIMUTH USED WAS LIGHTNING ROD ATOP CHURCH SPIRE OF THE WILSON
 PP2185'LUTHERAN CHURCH.  CHURCH WAS BUILT IN 1897 AND IS LOCATED IN
 PP2185'SEC. 11, 106 FT. N. AND 68 FT. E. OF SEC. CORS. 10, 11, 14 AND 15.
 PP2185'
 PP2185'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF5999 ***********************************************************************
 DF5999  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5999  DESIGNATION -  BRANT GPS
 DF5999  PID         -  DF5999
 DF5999  STATE/COUNTY-  WI/CALUMET
 DF5999  COUNTRY     -  US
 DF5999  USGS QUAD   -  CHILTON (2018)
 DF5999
 DF5999                         *CURRENT SURVEY CONTROL
 DF5999  ______________________________________________________________________
 DF5999* NAD 83(2011) POSITION- 44 03 50.46213(N) 088 12 13.08645(W)   ADJUSTED
 DF5999* NAD 83(2011) ELLIP HT-   259.406 (meters)        (06/27/12)   ADJUSTED
 DF5999* NAD 83(2011) EPOCH   -  2010.00
 DF5999* NAVD 88 ORTHO HEIGHT -   295.50  (meters)      969.5   (feet) GPS OBS
 DF5999  ______________________________________________________________________
 DF5999  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF5999  GEOID HEIGHT    -        -36.092 (meters)                     GEOID12A
 DF5999  GEOID HEIGHT    -        -36.092 (meters)                     GEOID18
 DF5999  NAD 83(2011) X  -    143,906.845 (meters)                     COMP
 DF5999  NAD 83(2011) Y  - -4,588,462.592 (meters)                     COMP
 DF5999  NAD 83(2011) Z  -  4,413,386.023 (meters)                     COMP
 DF5999  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 DF5999
 DF5999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5999  Standards:
 DF5999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5999  -------------------------------------------------------------------
 DF5999  NETWORK    0.36   0.33           0.16   0.13   0.17     -0.02684057
 DF5999  -------------------------------------------------------------------
 DF5999  Click here for local accuracies and other accuracy information.
 DF5999
 DF5999.The horizontal coordinates were established by GPS observations
 DF5999.and adjusted by the National Geodetic Survey in June 2012.
 DF5999
 DF5999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5999.been affixed to the stable North American tectonic plate. See 
 DF5999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5999
 DF5999.The horizontal coordinates are valid at the epoch date displayed above
 DF5999.which is a decimal equivalence of Year/Month/Day.
 DF5999
 DF5999.The orthometric height was determined by GPS observations and a
 DF5999.high-resolution geoid model using precise GPS observation and
 DF5999.processing techniques.
 DF5999
 DF5999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5999.GEOID18 height accuracy estimate available here.
 DF5999
 DF5999.Click photographs - Photos may exist for this station.
 DF5999
 DF5999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5999
 DF5999.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5999
 DF5999.The ellipsoidal height was determined by GPS observations
 DF5999.and is referenced to NAD 83.
 DF5999
 DF5999. The following values were computed from the NAD 83(2011) position.
 DF5999
 DF5999;                    North         East     Units Scale Factor Converg.
 DF5999;SPC WI S     -   230,850.357   743,913.370   MT  0.99999946   +1 14 03.4
 DF5999;SPC WI S     -   757,381.55  2,440,655.78   sFT  0.99999946   +1 14 03.4
 DF5999;UTM  16      - 4,879,687.360   403,603.201   MT  0.99971428   -0 50 13.7
 DF5999
 DF5999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5999!SPC WI S     -   0.99995933  x   0.99999946  =   0.99995879
 DF5999!UTM  16      -   0.99995933  x   0.99971428  =   0.99967362
 DF5999
 DF5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0360379687(NAD 83)
 DF5999
 DF5999                          SUPERSEDED SURVEY CONTROL
 DF5999
 DF5999  NAD 83(2007)-  44 03 50.46219(N)    088 12 13.08727(W) AD(2002.00) 0
 DF5999  ELLIP H (02/10/07)  259.447  (m)                       GP(2002.00)    
 DF5999  NAD 83(1997)-  44 03 50.46225(N)    088 12 13.08737(W) AD(       ) 1
 DF5999  ELLIP H (06/11/03)  259.441  (m)                       GP(       ) 3 1
 DF5999  NAVD 88 (07/26/07)  295.46   (m)  GEOID03  model used  GPS OBS        
 DF5999  NAVD 88 (06/11/03)  295.48   (m)  GEOID99  model used  GPS OBS        
 DF5999
 DF5999.Superseded values are not recommended for survey control.
 DF5999
 DF5999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5999.See file dsdata.pdf to determine how the superseded data were derived.
 DF5999
 DF5999_MARKER: DD = SURVEY DISK
 DF5999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5999_STAMPING: BRANT GPS 1994
 DF5999_MARK LOGO: WI-015
 DF5999_PROJECTION: PROJECTING 10 CENTIMETERS
 DF5999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5999+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DF5999
 DF5999  HISTORY     - Date     Condition        Report By
 DF5999  HISTORY     - 1994     MONUMENTED       WI-015
 DF5999  HISTORY     - 2002     GOOD             WIDT
 DF5999  HISTORY     - 20030630 GOOD             USPSQD
 DF5999  HISTORY     - 20050817 GOOD             WIDT
 DF5999  HISTORY     - 20061001 GOOD             USPSQD
 DF5999
 DF5999                          STATION DESCRIPTION
 DF5999
 DF5999'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF5999'THE STATION IS LOCATED ABOUT 27 KM (16.8 MI) SOUTHEAST OF APPLETON, 17
 DF5999'KM (10.6 MI) SOUTHWEST OF BRILLION AND 5 KM (3.1 MI) NORTHWEST OF
 DF5999'CHILTON.  OWNERSHIP--CALUMET COUNTY.
 DF5999'
 DF5999'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH WI 32 IN
 DF5999'THE CITY OF CHILTON, GO NORTH ON WI 32 FOR 3.2 KM (2.0 MI) TO HICKORY
 DF5999'HILLS ROAD.  TURN LEFT AND GO WEST ON HICKORY HILLS ROAD FOR 3.2 KM
 DF5999'(2.0 MI) TO COUNTY HIGHWAY BB.  TURN RIGHT AND GO NORTH ON COUNTY
 DF5999'HIGHWAY BB FOR 0.6 KM (0.4 MI) TO THE STATION ON THE LEFT.
 DF5999'
 DF5999'THE STATION IS A BRONZE CALUMET COUNTY GODETIC CONTROL MARK DISK SET
 DF5999'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND ABOUT 2 M (6.6 FT)
 DF5999'LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 14.2 M (46.6 FT) WEST
 DF5999'OF THE CENTERLINE OF COUNTY HIGHWAY BB, 31.7 M (104.0 FT) SOUTHWEST OF
 DF5999'THE SOUTHERNMOST POST OF A GUARD RAIL ON THE WEST SIDE OF COUNTY
 DF5999'HIGHWAY BB, 17 M (55.8 FT) EAST OF A QUARRY, 4.0 M (13.1 FT) EAST OF A
 DF5999'STEEL POST FOR A R/W SIGN, 0.5 M (1.6 FT) EAST OF A WHITE PLASTIC
 DF5999'WITNESS POST, 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTH AND 1.0 M
 DF5999'(3.3 FT) NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF5999'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DF5999'15 DEGREES ABOVE THE HORIZION.
 DF5999
 DF5999                          STATION RECOVERY (2003)
 DF5999
 DF5999'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF5999'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M EAST
 DF5999'OF A METAL WITNESS POST.
 DF5999
 DF5999                          STATION RECOVERY (2005)
 DF5999
 DF5999'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF5999'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS 7 CM ABOVE GROUND
 DF5999'LEVEL.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS POST PRESENT.
 DF5999
 DF5999                          STATION RECOVERY (2006)
 DF5999
 DF5999'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF5999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5223 ***********************************************************************
 DN5223  DESIGNATION -  BRANTWOOD GPS
 DN5223  PID         -  DN5223
 DN5223  STATE/COUNTY-  WI/PRICE
 DN5223  COUNTRY     -  US
 DN5223  USGS QUAD   -  BRANTWOOD (2018)
 DN5223
 DN5223                         *CURRENT SURVEY CONTROL
 DN5223  ______________________________________________________________________
 DN5223* NAD 83(2011) POSITION- 45 36 13.27339(N) 090 06 23.27875(W)   ADJUSTED
 DN5223* NAD 83(2011) ELLIP HT-   477.804 (meters)        (04/15/13)   ADJUSTED
 DN5223* NAD 83(2011) EPOCH   -  2010.00
 DN5223* NAVD 88 ORTHO HEIGHT -   508.569 (meters)     1668.53  (feet) ADJUSTED
 DN5223  ______________________________________________________________________
 DN5223  GEOID HEIGHT    -        -30.765 (meters)                     GEOID18
 DN5223  NAD 83(2011) X  -     -8,306.531 (meters)                     COMP
 DN5223  NAD 83(2011) Y  - -4,470,226.913 (meters)                     COMP
 DN5223  NAD 83(2011) Z  -  4,534,880.473 (meters)                     COMP
 DN5223  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 DN5223  DYNAMIC HEIGHT  -        508.544 (meters)     1668.45  (feet) COMP
 DN5223  MODELED GRAVITY -    980,550.7   (mgal)                       NAVD 88
 DN5223
 DN5223  VERT ORDER      -  SECOND    CLASS I
 DN5223
 DN5223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5223  Standards:
 DN5223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5223  -------------------------------------------------------------------
 DN5223  NETWORK    0.70   1.29           0.32   0.24   0.66      0.10720850
 DN5223  -------------------------------------------------------------------
 DN5223  Click here for local accuracies and other accuracy information.
 DN5223
 DN5223.The horizontal coordinates were established by GPS observations
 DN5223.and adjusted by the National Geodetic Survey in April 2013.
 DN5223
 DN5223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5223.been affixed to the stable North American tectonic plate. See 
 DN5223.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5223
 DN5223.The horizontal coordinates are valid at the epoch date displayed above
 DN5223.which is a decimal equivalence of Year/Month/Day.
 DN5223
 DN5223.The orthometric height was determined by differential leveling and
 DN5223.adjusted by the WI DEPT OF TRANSP
 DN5223.in May 2012.
 DN5223
 DN5223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5223.GEOID18 height accuracy estimate available here.
 DN5223
 DN5223.Click photographs - Photos may exist for this station.
 DN5223
 DN5223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5223
 DN5223.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5223
 DN5223.The ellipsoidal height was determined by GPS observations
 DN5223.and is referenced to NAD 83.
 DN5223
 DN5223.The dynamic height is computed by dividing the NAVD 88
 DN5223.geopotential number by the normal gravity value computed on the
 DN5223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5223.degrees latitude (g = 980.6199 gals.).
 DN5223
 DN5223.The modeled gravity was interpolated from observed gravity values.
 DN5223
 DN5223. The following values were computed from the NAD 83(2011) position.
 DN5223
 DN5223;                    North         East     Units Scale Factor Converg.
 DN5223;SPC WI N     -    48,577.665   591,694.142   MT  0.99999349   -0 04 36.5
 DN5223;SPC WI N     -   159,375.22  1,941,249.86   sFT  0.99999349   -0 04 36.5
 DN5223;UTM  15      - 5,054,088.795   725,645.322   MT  1.00022603   +2 04 06.1
 DN5223
 DN5223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5223!SPC WI N     -   0.99992510  x   0.99999349  =   0.99991859
 DN5223!UTM  15      -   0.99992510  x   1.00022603  =   1.00015111
 DN5223
 DN5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2564554088(NAD 83)
 DN5223
 DN5223                          SUPERSEDED SURVEY CONTROL
 DN5223
 DN5223  NAD 83(2007)-  45 36 13.27350(N)    090 06 23.27937(W) AD(2002.00) 1
 DN5223  ELLIP H (04/06/12)  477.827  (m)                       GP(2002.00) 1 1
 DN5223  NAVD 88             508.57   (m)         1668.5    (f) LEVELING    3  
 DN5223
 DN5223.Superseded values are not recommended for survey control.
 DN5223
 DN5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5223.See file dsdata.pdf to determine how the superseded data were derived.
 DN5223
 DN5223_MARKER: DD = SURVEY DISK
 DN5223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5223_STAMPING: BRANTWOOD GPS 1993
 DN5223_MARK LOGO: WIDT
 DN5223_PROJECTION: FLUSH
 DN5223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5223+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2010
 DN5223
 DN5223  HISTORY     - Date     Condition        Report By
 DN5223  HISTORY     - 1993     MONUMENTED       WI-085
 DN5223  HISTORY     - 20101209 GOOD             WIDT
 DN5223
 DN5223                          STATION DESCRIPTION
 DN5223
 DN5223'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5223'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DN5223'HIGHWAY D NORTH AND STADIUM ROAD SOUTH IN THE COMMUNITY OF BRANTWOOD,
 DN5223'GO NORTH ON COUNTY HIGHWAY D FOR 3.1 MI (5.0 KM) TO WINDY LANE RIGHT.
 DN5223'CONTINUE NORTH ON COUNTY HIGHWAY D FOR 0.81 MI (1.3 KM) TO THE STATION
 DN5223'ON THE RIGHT.
 DN5223'
 DN5223'THE STATION IS A BRONZE WIS.  DEPARTMENT.  OF TRANSPORTATION GPS
 DN5223'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DN5223'DIAMETER CONCRETE POST, LEVEL WITH THE GROUND AND APPROXIMATELY LEVEL
 DN5223'WITH THE HIGHWAY PAVEMENT.
 DN5223'
 DN5223'THE STATION IS 8.2 M (26.9 FT) EAST OF THE CENTERLINE OF COUNTY
 DN5223'HIGHWAY D, 0.60 MI (1.0 KM) SOUTH OF LOST ROAD, 30.2 M (99.1 FT) SOUTH
 DN5223'OF THE TOP CENTER OF TELEPHONE PEDESTAL -D 23 LP6- NEXT TO A POWER
 DN5223'POLE, 13.9 M (45.6 FT) NORTH OF THE CENTERLINE OF AN ENTRANCE TO A
 DN5223'TREE FARM AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD
 DN5223'POSTS SURROUNDING THE STATION.
 DN5223'
 DN5223'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5223'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB2342 ***********************************************************************
 AB2342  DESIGNATION -  BRANTWOOD RESET
 AB2342  PID         -  AB2342
 AB2342  STATE/COUNTY-  WI/PRICE
 AB2342  COUNTRY     -  US
 AB2342  USGS QUAD   -  BRANTWOOD (2018)
 AB2342
 AB2342                         *CURRENT SURVEY CONTROL
 AB2342  ______________________________________________________________________
 AB2342* NAD 83(1991) POSITION- 45 33 45.69676(N) 090 07 05.96796(W)   ADJUSTED
 AB2342* NAVD 88 ORTHO HEIGHT -   516.690 (meters)     1695.17  (feet) ADJUSTED
 AB2342  ______________________________________________________________________
 AB2342  GEOID HEIGHT    -        -30.816 (meters)                     GEOID18
 AB2342  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 AB2342  DYNAMIC HEIGHT  -        516.663 (meters)     1695.09  (feet) COMP
 AB2342  MODELED GRAVITY -    980,548.0   (mgal)                       NAVD 88
 AB2342
 AB2342  HORZ ORDER      -  FIRST
 AB2342  VERT ORDER      -  SECOND    CLASS I
 AB2342
 AB2342.The horizontal coordinates were established by classical geodetic methods
 AB2342.and adjusted by the National Geodetic Survey in November 1991.
 AB2342
 AB2342.The orthometric height was determined by differential leveling and
 AB2342.adjusted by the WI DEPT OF TRANSP
 AB2342.in May 2012.
 AB2342
 AB2342.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2342.GEOID18 height accuracy estimate available here.
 AB2342
 AB2342.Click photographs - Photos may exist for this station.
 AB2342
 AB2342.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2342
 AB2342.The dynamic height is computed by dividing the NAVD 88
 AB2342.geopotential number by the normal gravity value computed on the
 AB2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2342.degrees latitude (g = 980.6199 gals.).
 AB2342
 AB2342.The modeled gravity was interpolated from observed gravity values.
 AB2342
 AB2342. The following values were computed from the NAD 83(1991) position.
 AB2342
 AB2342;                    North         East     Units Scale Factor Converg.
 AB2342;SPC WI N     -    44,022.843   590,762.257   MT  1.00000072   -0 05 07.3
 AB2342;SPC WI N     -   144,431.61  1,938,192.50   sFT  1.00000072   -0 05 07.3
 AB2342;SPC WI C     -   192,180.179   590,762.148   MT  1.00001254   -0 05 00.6
 AB2342;SPC WI C     -   630,511.14  1,938,192.15   sFT  1.00001254   -0 05 00.6
 AB2342;UTM  15      - 5,049,501.253   724,884.355   MT  1.00022182   +2 03 30.3
 AB2342
 AB2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2342!SPC WI N     -   0.99992383  x   1.00000072  =   0.99992455
 AB2342!SPC WI C     -   0.99992383  x   1.00001254  =   0.99993637
 AB2342!UTM  15      -   0.99992383  x   1.00022182  =   1.00014564
 AB2342
 AB2342:                Primary Azimuth Mark                     Grid Az
 AB2342:SPC WI N     -  KISSEL                                   276 21 01.5
 AB2342:SPC WI C     -  KISSEL                                   276 20 54.8
 AB2342:UTM  15      -  KISSEL                                   274 12 23.9
 AB2342
 AB2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2488449501(NAD 83)
 AB2342
 AB2342|---------------------------------------------------------------------|
 AB2342| PID    Reference Object                     Distance      Geod. Az  |
 AB2342|                                                           dddmmss.s |
 AB2342| CJ4320 BRANTWOOD RM 2                       11.717 METERS 00043     |
 AB2342| CJ4319 BRANTWOOD RM                         20.065 METERS 09717     |
 AB2342| CJ4321 BRANTWOOD RM 3                       13.470 METERS 11131     |
 AB2342| QN0016 KISSEL                              APPROX. 1.3 KM 2761554.2 |
 AB2342|---------------------------------------------------------------------|
 AB2342
 AB2342                          SUPERSEDED SURVEY CONTROL
 AB2342
 AB2342  NAD 83(1986)-  45 33 45.69265(N)    090 07 05.96330(W) AD(       ) 1
 AB2342  USSD        -  45 33 46.04200(N)    090 07 05.23800(W) AD(       ) 3
 AB2342
 AB2342.Superseded values are not recommended for survey control.
 AB2342
 AB2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2342.See file dsdata.pdf to determine how the superseded data were derived.
 AB2342
 AB2342_MARKER: DS = TRIANGULATION STATION DISK
 AB2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2342_STAMPING: BRANTWOOD 1921 1952
 AB2342_MARK LOGO: CGS
 AB2342_PROJECTION: PROJECTING 5 CENTIMETERS
 AB2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2342+STABILITY: SURFACE MOTION
 AB2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2342+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2010
 AB2342
 AB2342  HISTORY     - Date     Condition        Report By
 AB2342  HISTORY     - 1952     MONUMENTED       CGS
 AB2342  HISTORY     - 1985     MARK NOT FOUND   NGS
 AB2342  HISTORY     - 20061220 GOOD             WIDT
 AB2342  HISTORY     - 20100701 GOOD             WIDT
 AB2342
 AB2342                          STATION DESCRIPTION
 AB2342
 AB2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 AB2342'THE STATION MARKS AND THE REFERENCE MARK WERE RECOVERED, BUT
 AB2342'THE SURFACE STATION MARK AND THE REFERENCE MARK WERE LOOSE
 AB2342'AND THE DISK IS GONE FROM THE REFERENCE MARK POST.  THE SURFACE
 AB2342'STATION MARK WAS REMOVED AND A NEW ONE SET DIRECTLY ABOVE THE
 AB2342'UNDERGROUND MARK.  TWO NEW REFERENCE MARKS WERE ALSO SET.
 AB2342'NEW MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED
 AB2342'
 AB2342'A COMPLETE DESCRIPTION FOLLOWS--
 AB2342'
 AB2342'THE STATION IS IN THE VILLAGE OF BRANTWOOD, 260 FEET EAST OF
 AB2342'THE EAST END OF THE BRANTWOOD RAILWAY STATION OF THE MINNEAPOLIS,
 AB2342'ST. PAUL AND SAULT STE. MARIE RAILWAY, 23 FEET WEST OF THE
 AB2342'CENTER OF A PRIVATE DRIVEWAY, 13.4 FEET SOUTH OF THE NEAREST
 AB2342'RAIL OF THE RAILROAD AND ON THE NORTHEAST CORNER OF THE LAWN AT
 AB2342'THE WAYNE OLSON RESIDENCE.
 AB2342'
 AB2342'TO REACH FROM THE POST OFFICE IN TRIPOLI, GO WEST ON U.S.
 AB2342'HIGHWAY 8 FOR 6.0 MILES TO THE JUNCTION OF U.S. HIGHWAY 8
 AB2342'AND COUNTY ROAD D AND STATE GRADED SCHOOL IN THE NORTHWEST
 AB2342'CORNER OF THE INTERSECTION, TURN RIGHT AND FOLLOW COUNTY ROAD
 AB2342'D NORTH FOR 0.7 MILE TO A CROSSROAD, TURN LEFT AND GO WEST
 AB2342'0.2 MILE TO THE STATION 75 FEET SOUTH OF THE CENTER OF THE ROAD.
 AB2342'
 AB2342'UNDERGROUND MARK IS STAMPED BRANTWOOD 1921.  SURFACE
 AB2342'STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BRANTWOOD
 AB2342'1921 1952.
 AB2342'
 AB2342'REFERENCE MARK NO. 2 IS 40 FEET SOUTH OF THE CENTER OF THE
 AB2342'ROAD AND 22 FEET WEST OF THE CENTER OF THE PRIVATE DRIVEWAY.
 AB2342'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BRANTWOOD
 AB2342'NO 2 1921.
 AB2342'
 AB2342'REFERENCE MARK NO. 3 IS 15 FEET EAST OF THE CENTER OF THE
 AB2342'PRIVATE DRIVEWAY AND 3 FEET WEST OF A TELEPHONE POLE.  THE
 AB2342'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BRANTWOOD
 AB2342'NO 3 1921.
 AB2342
 AB2342                          STATION RECOVERY (1985)
 AB2342
 AB2342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AB2342'MARK NOT FOUND.
 AB2342
 AB2342                          STATION RECOVERY (2006)
 AB2342
 AB2342'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AB2342'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AB2342'OF US HIGHWAY 8 WITH COUNTY HIGHWAY D NORTH AND STADIUM ROAD SOUTH IN
 AB2342'THE COMMUNITY OF BRANTWOOD, GO NORTH ON COUNTY HIGHWAY D FOR 0.6 MILE
 AB2342'TO A RAILROAD CROSSING AND BRANTWOOD AVENUE, TURN LEFT AND GO WEST ON
 AB2342'BRANTWOOD AVENUE FOR 0.15 MILE TO PRIVATE ENTRANCE --W1539-- AND THE
 AB2342'STATION ON THE LEFT.
 AB2342'---ADD--- THE STATION IS 27.0 M SOUTH OF THE CENTERLINE OF BRANTWOOD
 AB2342'AVENUE, 12.5 M EAST-SOUTHEAST OF A RAILROAD SWITCH PEDESTAL, 2.3 M
 AB2342'NORTHWEST OF TELEPHONE PEDESTAL --D1 3-1--, AND 1.0 M SOUTH, 1.0 M
 AB2342'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AB2342'---NOTE--- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTH
 AB2342'EXTENDING TO 80 DEGREES AND TREES TO THE NORTHEAST EXTENDING TO 20
 AB2342'DEGREES ABOVE THE HORIZON.
 AB2342
 AB2342                          STATION RECOVERY (2010)
 AB2342
 AB2342'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AB2342'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0958 ***********************************************************************
 OM0958  DESIGNATION -  BRAVE AZ MK
 OM0958  PID         -  OM0958
 OM0958  STATE/COUNTY-  WI/DODGE
 OM0958  COUNTRY     -  US
 OM0958  USGS QUAD   -  FOX LAKE (2018)
 OM0958
 OM0958                         *CURRENT SURVEY CONTROL
 OM0958  ______________________________________________________________________
 OM0958* NAD 83(1991) POSITION- 43 37 09.15753(N) 088 53 57.57807(W)   NO CHECK
 OM0958* NAVD 88 ORTHO HEIGHT -   294.    (meters)      965.    (feet) SCALED
 OM0958  ______________________________________________________________________
 OM0958  GEOID HEIGHT    -        -35.500 (meters)                     GEOID18
 OM0958  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 OM0958  HORZ ORDER      -  THIRD
 OM0958
 OM0958.The horizontal coordinates were established by classical geodetic methods
 OM0958.and adjusted by the National Geodetic Survey in November 1991.
 OM0958
 OM0958.No horizontal observational check was made to the station.
 OM0958
 OM0958.The orthometric height was scaled from a topographic map.
 OM0958
 OM0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0958.GEOID18 height accuracy estimate available here.
 OM0958
 OM0958.Click photographs - Photos may exist for this station.
 OM0958
 OM0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0958
 OM0958. The following values were computed from the NAD 83(1991) position.
 OM0958
 OM0958;                    North         East     Units Scale Factor Converg.
 OM0958;SPC WI S     -   180,466.120   688,835.492   MT  0.99993977   +0 45 22.6
 OM0958;SPC WI S     -   592,079.26  2,259,954.44   sFT  0.99993977   +0 45 22.6
 OM0958;UTM  16      - 4,831,333.420   346,751.202   MT  0.99988888   -1 18 37.9
 OM0958
 OM0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0958!SPC WI S     -   0.99995947  x   0.99993977  =   0.99989924
 OM0958!UTM  16      -   0.99995947  x   0.99988888  =   0.99984835
 OM0958
 OM0958:                Primary Azimuth Mark                     Grid Az
 OM0958:SPC WI S     -  BRAVE 2                                  031 52 36.5
 OM0958:UTM  16      -  BRAVE 2                                  033 56 37.0
 OM0958
 OM0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4675131333(NAD 83)
 OM0958
 OM0958|---------------------------------------------------------------------|
 OM0958| PID    Reference Object                     Distance      Geod. Az  |
 OM0958|                                                           dddmmss.s |
 OM0958| OM0959 BRAVE 2                             444.254 METERS 0323759.1 |
 OM0958| OM0954 BRAVE                               446.207 METERS 0330021.8 |
 OM0958|---------------------------------------------------------------------|
 OM0958
 OM0958                          SUPERSEDED SURVEY CONTROL
 OM0958
 OM0958  NAD 83(1986)-  43 37 09.15057(N)    088 53 57.58402(W) AD(       ) 3
 OM0958  NAD 27      -  43 37 09.20269(N)    088 53 57.18390(W) AD(       ) 3
 OM0958
 OM0958.Superseded values are not recommended for survey control.
 OM0958
 OM0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0958.See file dsdata.pdf to determine how the superseded data were derived.
 OM0958
 OM0958_MARKER: DZ = AZIMUTH MARK DISK
 OM0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0958_STAMPING: BRAVE 1958
 OM0958_MARK LOGO: CGS
 OM0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0958+STABILITY: SURFACE MOTION
 OM0958
 OM0958  HISTORY     - Date     Condition        Report By
 OM0958  HISTORY     - 1958     MONUMENTED       CGS
 OM0958
 OM0958                          STATION DESCRIPTION
 OM0958
 OM0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0958'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHEAST OF RANDOLPH, 7.6
 OM0958'MI (12.2 KM) SOUTHEAST OF MARKESAN AND 3.7 MI (6.0 KM) NORTH OF FOX
 OM0958'LAKE.
 OM0958'
 OM0958'AZIMUTH MARK IS 34 FT (10.4 M) SOUTH OF THE CENTERLINE OF LAKE EMILY
 OM0958'ROAD, 4 FT (1.2 M) NORTHWEST OF A CORNER FENCE POST AND 2.5 FT (0.8 M)
 OM0958'EAST OF A METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES (5 CM).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4966 ***********************************************************************
 DQ4966  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4966  DESIGNATION -  BRAZEAU E GPS
 DQ4966  PID         -  DQ4966
 DQ4966  STATE/COUNTY-  WI/OCONTO
 DQ4966  COUNTRY     -  US
 DQ4966  USGS QUAD   -  KELLY LAKE (2018)
 DQ4966
 DQ4966                         *CURRENT SURVEY CONTROL
 DQ4966  ______________________________________________________________________
 DQ4966* NAD 83(2011) POSITION- 45 04 00.79289(N) 088 07 34.87484(W)   ADJUSTED
 DQ4966* NAD 83(2011) ELLIP HT-   219.720 (meters)        (04/14/17)   ADJUSTED
 DQ4966* NAD 83(2011) EPOCH   -  2010.00
 DQ4966* NAVD 88 ORTHO HEIGHT -   255.98  (meters)      839.8   (feet) GPS OBS
 DQ4966  ______________________________________________________________________
 DQ4966  GEOID HEIGHT    -        -36.256 (meters)                     GEOID18
 DQ4966  NAD 83(2011) X  -    147,537.841 (meters)                     COMP
 DQ4966  NAD 83(2011) Y  - -4,510,074.302 (meters)                     COMP
 DQ4966  NAD 83(2011) Z  -  4,492,757.027 (meters)                     COMP
 DQ4966  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 DQ4966
 DQ4966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4966  Standards:
 DQ4966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4966  -------------------------------------------------------------------
 DQ4966  NETWORK    0.41   0.55           0.18   0.15   0.28     -0.01030488
 DQ4966  -------------------------------------------------------------------
 DQ4966  Click here for local accuracies and other accuracy information.
 DQ4966
 DQ4966.The horizontal coordinates were established by GPS observations
 DQ4966.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4966
 DQ4966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4966.been affixed to the stable North American tectonic plate. See 
 DQ4966.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4966
 DQ4966.The horizontal coordinates are valid at the epoch date displayed above
 DQ4966.which is a decimal equivalence of Year/Month/Day.
 DQ4966
 DQ4966.The orthometric height was determined by GPS observations and a
 DQ4966.high-resolution geoid model using precise GPS observation and
 DQ4966.processing techniques.
 DQ4966
 DQ4966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4966.GEOID18 height accuracy estimate available here.
 DQ4966
 DQ4966.Click photographs - Photos may exist for this station.
 DQ4966
 DQ4966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4966
 DQ4966.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4966
 DQ4966.The ellipsoidal height was determined by GPS observations
 DQ4966.and is referenced to NAD 83.
 DQ4966
 DQ4966. The following values were computed from the NAD 83(2011) position.
 DQ4966
 DQ4966;                    North         East     Units Scale Factor Converg.
 DQ4966;SPC WI C     -   138,774.175   747,538.039   MT  0.99994623   +1 19 19.2
 DQ4966;SPC WI C     -   455,294.94  2,452,547.72   sFT  0.99994623   +1 19 19.2
 DQ4966;UTM  16      - 4,990,997.784   411,329.417   MT  0.99969668   -0 47 50.8
 DQ4966
 DQ4966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4966!SPC WI C     -   0.99996555  x   0.99994623  =   0.99991178
 DQ4966!UTM  16      -   0.99996555  x   0.99969668  =   0.99966224
 DQ4966
 DQ4966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1132990997(NAD 83)
 DQ4966
 DQ4966                          SUPERSEDED SURVEY CONTROL
 DQ4966
 DQ4966.No superseded survey control is available for this station.
 DQ4966
 DQ4966_MARKER: DD = SURVEY DISK
 DQ4966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4966_STAMPING: BRAZEAU E GPS 2012
 DQ4966_MARK LOGO: WIDT
 DQ4966_PROJECTION: FLUSH
 DQ4966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4966+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4966
 DQ4966  HISTORY     - Date     Condition        Report By
 DQ4966  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4966  HISTORY     - 20150201 GOOD             WIDT
 DQ4966
 DQ4966                          STATION DESCRIPTION
 DQ4966
 DQ4966'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4966'THE STATION IS APPROXIMATELY 13 MI (20.9 KM) NORTH OF OCONTO FALLS,
 DQ4966'12.5 MI (20.1 KM) NORTHEAST OF SURING, AND 4.9 MI (7.9 KM) SOUTHWEST
 DQ4966'OF POUND.
 DQ4966'
 DQ4966'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY Z WITH COUNTY
 DQ4966'HIGHWAY B ABOUT 6 MI (9.7 KM) WEST OF THE VILLAGE OF COLEMAN, GO EAST
 DQ4966'ON COUNTY HIGHWAY B FOR 1.5 MI (2.4 KM) TO NASGOVITZ ROAD ON THE LEFT
 DQ4966'AND EAST FROST LAKE ROAD ON THE RIGHT.  CONTINUE EAST ON COUNTY
 DQ4966'HIGHWAY B FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DQ4966'
 DQ4966'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4966'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4966'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE. THE
 DQ4966'STATION IS 8.5 M (27.9 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DQ4966'B, 50.1 M (164.4 FT) SOUTHWEST OF A POWER POLE -38-, 37.0 M (121.4 FT)
 DQ4966'SOUTHEAST OF A POWER POLE -37-, AND LOCATED BETWEEN TWO ORANGE PLASTIC
 DQ4966'4X4 GUARD POSTS.
 DQ4966'
 DQ4966'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4966'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0053 ***********************************************************************
 QM0053  DESIGNATION -  BREED
 QM0053  PID         -  QM0053
 QM0053  STATE/COUNTY-  WI/OCONTO
 QM0053  COUNTRY     -  US
 QM0053  USGS QUAD   -  BREED (2018)
 QM0053
 QM0053                         *CURRENT SURVEY CONTROL
 QM0053  ______________________________________________________________________
 QM0053* NAD 83(1991) POSITION- 45 03 58.58296(N) 088 25 50.45075(W)   ADJUSTED
 QM0053* NAVD 88 ORTHO HEIGHT -   272.686 (meters)      894.64  (feet) ADJUSTED
 QM0053  ______________________________________________________________________
 QM0053  GEOID HEIGHT    -        -35.957 (meters)                     GEOID18
 QM0053  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 QM0053  DYNAMIC HEIGHT  -        272.659 (meters)      894.55  (feet) COMP
 QM0053  MODELED GRAVITY -    980,511.1   (mgal)                       NAVD 88
 QM0053
 QM0053  HORZ ORDER      -  FIRST
 QM0053  VERT ORDER      -  FIRST     CLASS II
 QM0053
 QM0053.The horizontal coordinates were established by classical geodetic methods
 QM0053.and adjusted by the National Geodetic Survey in November 1991.
 QM0053
 QM0053.The orthometric height was determined by differential leveling and
 QM0053.adjusted by the NATIONAL GEODETIC SURVEY
 QM0053.in June 1991.
 QM0053
 QM0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0053.GEOID18 height accuracy estimate available here.
 QM0053
 QM0053.Click photographs - Photos may exist for this station.
 QM0053
 QM0053.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0053
 QM0053.The dynamic height is computed by dividing the NAVD 88
 QM0053.geopotential number by the normal gravity value computed on the
 QM0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0053.degrees latitude (g = 980.6199 gals.).
 QM0053
 QM0053.The modeled gravity was interpolated from observed gravity values.
 QM0053
 QM0053. The following values were computed from the NAD 83(1991) position.
 QM0053
 QM0053;                    North         East     Units Scale Factor Converg.
 QM0053;SPC WI C     -   138,197.944   723,578.787   MT  0.99994620   +1 06 26.2
 QM0053;SPC WI C     -   453,404.42  2,373,941.40   sFT  0.99994620   +1 06 26.2
 QM0053;UTM  16      - 4,991,308.114   387,370.545   MT  0.99975598   -1 00 46.5
 QM0053
 QM0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0053!SPC WI C     -   0.99996289  x   0.99994620  =   0.99990909
 QM0053!UTM  16      -   0.99996289  x   0.99975598  =   0.99971887
 QM0053
 QM0053:                Primary Azimuth Mark                     Grid Az
 QM0053:SPC WI C     -  SCOTT                                    149 35 30.7
 QM0053:UTM  16      -  SCOTT                                    151 42 43.4
 QM0053
 QM0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8737091308(NAD 83)
 QM0053
 QM0053|---------------------------------------------------------------------|
 QM0053| PID    Reference Object                     Distance      Geod. Az  |
 QM0053|                                                           dddmmss.s |
 QM0053| QM0054 SCOTT                               APPROX. 2.5 KM 1504156.9 |
 QM0053|---------------------------------------------------------------------|
 QM0053
 QM0053                          SUPERSEDED SURVEY CONTROL
 QM0053
 QM0053  NAD 83(1986)-  45 03 58.60086(N)    088 25 50.47416(W) AD(       ) 1
 QM0053  NAD 27      -  45 03 58.64000(N)    088 25 50.08800(W) AD(       ) 1
 QM0053  USSD        -  45 03 58.75100(N)    088 25 49.89700(W) AD(       ) 3
 QM0053  NGVD 29 (??/??/92)  272.688  (m)          894.64   (f) ADJ UNCH    1 2
 QM0053  NGVD 29             272.69   (m)          894.7    (f) LEVELING    3  
 QM0053
 QM0053.Superseded values are not recommended for survey control.
 QM0053
 QM0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0053.See file dsdata.pdf to determine how the superseded data were derived.
 QM0053
 QM0053_MARKER: DS = TRIANGULATION STATION DISK
 QM0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0053_STAMPING: BREED 1921
 QM0053_MARK LOGO: CGS
 QM0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0053+STABILITY: SURFACE MOTION
 QM0053
 QM0053  HISTORY     - Date     Condition        Report By
 QM0053  HISTORY     - 1921     MONUMENTED       CGS
 QM0053  HISTORY     - 1922     GOOD             CGS
 QM0053  HISTORY     - 1934     MARK NOT FOUND   CGS
 QM0053  HISTORY     - 1935     GOOD             WIGS
 QM0053  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0053
 QM0053                          STATION DESCRIPTION
 QM0053
 QM0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0053'STATION IS ABOUT 1/2 MILE S OF BREED, 120 METERS S OF A MILEPOST
 QM0053'ON THE CHICAGO AND NORTHWESTERN RAILWAY, 250 METERS S OF S
 QM0053'SWITCH STAND FOR SIDING AT BREED ON THE W SIDE OF THE RAILROAD,
 QM0053'10.795 METERS (35.43 FEET) W OF THE W RAIL.
 QM0053'
 QM0053'STATION MARK IS A STANDARD BRONZE DISK SET IN A 3- BY 3- BY 4-FOOT
 QM0053'LARGE BLOCK OF CONCRETE.
 QM0053'
 QM0053'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 QM0053
 QM0053                          STATION RECOVERY (1922)
 QM0053
 QM0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0053'0.5 MI S FROM BREED.
 QM0053'ABOUT 1/2 MILE SOUTH OF BREED, 120 METERS SOUTH OF A MILE POST
 QM0053'G.B. 47 ON THE C. AND N.W. RY., 250 METERS SOUTH OF SOUTH SWITCH
 QM0053'STAND FOR SIDING AT BREED, ON THE WEST SIDE OF THE RAILROAD,
 QM0053'10.795 METERS (35.43 FEET) WEST OF THE WEST RAIL.
 QM0053
 QM0053                          STATION RECOVERY (1934)
 QM0053
 QM0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0053'MARK NOT FOUND.
 QM0053
 QM0053                          STATION RECOVERY (1935)
 QM0053
 QM0053'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0053'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 QM0053
 QM0053                          STATION RECOVERY (1985)
 QM0053
 QM0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0053'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0770 ***********************************************************************
 QM0770  CBN         -  This is a Cooperative Base Network Control Station.
 QM0770  DESIGNATION -  BREED GPS
 QM0770  PID         -  QM0770
 QM0770  STATE/COUNTY-  WI/OCONTO
 QM0770  COUNTRY     -  US
 QM0770  USGS QUAD   -  BREED (2018)
 QM0770
 QM0770                         *CURRENT SURVEY CONTROL
 QM0770  ______________________________________________________________________
 QM0770* NAD 83(2011) POSITION- 45 05 37.26737(N) 088 25 26.81986(W)   ADJUSTED
 QM0770* NAD 83(2011) ELLIP HT-   233.868 (meters)        (03/10/15)   ADJUSTED
 QM0770* NAD 83(2011) EPOCH   -  2010.00
 QM0770* NAVD 88 ORTHO HEIGHT -   269.775 (meters)      885.09  (feet) ADJUSTED
 QM0770  ______________________________________________________________________
 QM0770  GEOID HEIGHT    -        -35.924 (meters)                     GEOID18
 QM0770  NAD 83(2011) X  -    124,039.663 (meters)                     COMP
 QM0770  NAD 83(2011) Y  - -4,508,681.991 (meters)                     COMP
 QM0770  NAD 83(2011) Z  -  4,494,870.075 (meters)                     COMP
 QM0770  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 QM0770  DYNAMIC HEIGHT  -        269.749 (meters)      885.00  (feet) COMP
 QM0770  MODELED GRAVITY -    980,512.8   (mgal)                       NAVD 88
 QM0770
 QM0770  VERT ORDER      -  SECOND    CLASS I
 QM0770
 QM0770  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QM0770  Standards:
 QM0770         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QM0770            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QM0770  -------------------------------------------------------------------
 QM0770  NETWORK    0.52   1.14           0.23   0.19   0.58     -0.07148412
 QM0770  -------------------------------------------------------------------
 QM0770  Click here for local accuracies and other accuracy information.
 QM0770
 QM0770.The horizontal coordinates were established by GPS observations
 QM0770.and adjusted by the National Geodetic Survey in June 2012.
 QM0770
 QM0770.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QM0770.been affixed to the stable North American tectonic plate. See 
 QM0770.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QM0770
 QM0770.The horizontal coordinates are valid at the epoch date displayed above
 QM0770.which is a decimal equivalence of Year/Month/Day.
 QM0770
 QM0770.The orthometric height was determined by differential leveling and
 QM0770.adjusted by the NATIONAL GEODETIC SURVEY
 QM0770.in February 2017.
 QM0770
 QM0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0770.GEOID18 height accuracy estimate available here.
 QM0770
 QM0770.Click photographs - Photos may exist for this station.
 QM0770
 QM0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0770
 QM0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0770
 QM0770.The ellipsoidal height was determined by GPS observations
 QM0770.and is referenced to NAD 83.
 QM0770
 QM0770.The dynamic height is computed by dividing the NAVD 88
 QM0770.geopotential number by the normal gravity value computed on the
 QM0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0770.degrees latitude (g = 980.6199 gals.).
 QM0770
 QM0770.The modeled gravity was interpolated from observed gravity values.
 QM0770
 QM0770. The following values were computed from the NAD 83(2011) position.
 QM0770
 QM0770;                    North         East     Units Scale Factor Converg.
 QM0770;SPC WI C     -   141,253.644   724,036.513   MT  0.99994790   +1 06 42.9
 QM0770;SPC WI C     -   463,429.66  2,375,443.13   sFT  0.99994790   +1 06 42.9
 QM0770;UTM  16      - 4,994,344.203   387,940.909   MT  0.99975440   -1 00 31.5
 QM0770
 QM0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0770!SPC WI C     -   0.99996333  x   0.99994790  =   0.99991124
 QM0770!UTM  16      -   0.99996333  x   0.99975440  =   0.99971774
 QM0770
 QM0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8794094344(NAD 83)
 QM0770
 QM0770                          SUPERSEDED SURVEY CONTROL
 QM0770
 QM0770  ELLIP H (06/27/12)  233.830  (m)                       GP(2010.00)    
 QM0770  NAD 83(2007)-  45 05 37.26758(N)    088 25 26.82094(W) AD(2002.00) 0
 QM0770  ELLIP H (02/10/07)  233.863  (m)                       GP(2002.00)    
 QM0770  NAD 83(1997)-  45 05 37.26758(N)    088 25 26.82139(W) AD(       ) A
 QM0770  ELLIP H (04/28/99)  233.867  (m)                       GP(       ) 3 1
 QM0770  NAD 83(1991)-  45 05 37.26687(N)    088 25 26.81988(W) AD(       ) B
 QM0770  ELLIP H (06/11/91)  233.947  (m)                       GP(       ) 4 1
 QM0770  NAVD 88 (02/08/13)  269.76   (m)  GEOID12A model used  GPS OBS        
 QM0770  NAVD 88 (04/28/99)  269.8    (m)  GEOID96  model used  GPS OBS        
 QM0770  NGVD 29 (06/11/91)  269.7    (m)  UNKNOWN  model used  GPS OBS        
 QM0770
 QM0770.Superseded values are not recommended for survey control.
 QM0770
 QM0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0770.See file dsdata.pdf to determine how the superseded data were derived.
 QM0770
 QM0770_MARKER: DH = HORIZONTAL CONTROL DISK
 QM0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0770_STAMPING: BREED GPS 1989
 QM0770_MARK LOGO: NGS
 QM0770_PROJECTION: FLUSH
 QM0770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QM0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0770+STABILITY: SURFACE MOTION
 QM0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0770+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 QM0770
 QM0770  HISTORY     - Date     Condition        Report By
 QM0770  HISTORY     - 1989     MONUMENTED       WIHD
 QM0770  HISTORY     - 19900719 GOOD
 QM0770  HISTORY     - 19900926 GOOD
 QM0770  HISTORY     - 19971001 GOOD             WIHD
 QM0770  HISTORY     - 19991112 GOOD             USPSQD
 QM0770  HISTORY     - 20021227 GOOD             GEOCAC
 QM0770  HISTORY     - 20051130 GOOD             WIDT
 QM0770  HISTORY     - 20080908 GOOD             WIDT
 QM0770  HISTORY     - 20140801 GOOD             WIDT
 QM0770  HISTORY     - 20141007 GOOD             WIDT
 QM0770
 QM0770                          STATION DESCRIPTION
 QM0770
 QM0770'DESCRIBED BY WI HIGHWAY DEPT 1989
 QM0770'THE STATION IS LOCATED ABOUT 2.42 KM (1.50 MI) NORTH OF THE COMMUNITY
 QM0770'HALL IN BREED, 11.14 KM (6.90 MI) SOUTH SOUTHEAST OF MOUNTAIN, 61.04
 QM0770'KM (37.95 MI) WEST OF MARINETTE.  OWNERSHIP--STATE HIGHWAY R.O.W.
 QM0770'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 32 AND COUNTY ROAD AA IN
 QM0770'BREED, GO NORTH FOR 2.42 KM (1.50 MI) ON STATE HIGHWAY 32 TO THE
 QM0770'STATION ON THE LEFT.
 QM0770'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--BREED
 QM0770'GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT SET
 QM0770'FLUSH WITH THE GROUND.  LOCATED 16.28 M (53.4 FT) WEST FROM THE
 QM0770'CENTER-LINE OF STATE HIGHWAY 32, 23.26 M (76.3 FT) NORTH FROM THE
 QM0770'CENTER-LINE OF A FIELD ENTRANCE ROAD, 72.85 M (239.0 FT) SOUTH FROM
 QM0770'THE EXTENDED CENTER-LINE OF WENDT ROAD, 1.01 M (3.3 FT) EAST FROM A
 QM0770'CARSONITE WITNESS POST.
 QM0770
 QM0770                          STATION RECOVERY (1990)
 QM0770
 QM0770'RECOVERED 1990
 QM0770'RECOVERED IN GOOD CONDITION.
 QM0770
 QM0770                          STATION RECOVERY (1990)
 QM0770
 QM0770'RECOVERED 1990
 QM0770'RECOVERED IN GOOD CONDITION.
 QM0770
 QM0770                          STATION RECOVERY (1997)
 QM0770
 QM0770'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 QM0770'THE STATION IS LOCATED ABOUT 72.42 KM (45.00 MI) NORTH-NORTHWEST OF
 QM0770'GREEN BAY, 37.01 KM (23.00 MI) NORTH-NORTHEAST OF SHAWANO, AND 2.3 KM
 QM0770'(1.40 MI) NORTH OF BREED ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 32
 QM0770'ADJACENT A YOUNG PINE TREE PLANTATION.  OWNERSHIP--WISCONSIN
 QM0770'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 QM0770'OF HIGHWAY 32 WITH COUNTY HIGHWAY AA IN THE COMMUNITY OF BREED, GO
 QM0770'NORTH 2.3 KM (1.40 MI) ON HIGHWAY 32 TO THE STATION ON THE LEFT.  THE
 QM0770'STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF
 QM0770'A 40-CM (16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH WITH THE
 QM0770'GROUND.  THE STATION IS 16.2 M (53.1 FT) WEST OF THE CENTERLINE OF
 QM0770'HIGHWAY 32, 72.5 M (237.9 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 QM0770'WENDT ROAD, 17.0 M (55.8 FT) NORTH-NORTHWEST OF THE NORTH END OF A
 QM0770'46-CM (18-INCH) DIAMETER CORRIGATED METAL CULVERT PIPE UNDER A FIELD
 QM0770'ENTRANCE WEST OF HIGHWAY 32, 59.0 M (193.6 FT) SOUTHWEST OF POWER POLE
 QM0770'NUMBER 3017 10L27 80 C, 59.4 M (194.9 FT) SOUTHWEST OF A STAINLESS
 QM0770'STEEL ROD-TYPE NGS BENCH MARK IN A PVC PIPE WITH ALUMINUM ACCESS COVER
 QM0770'STAMPED --R 222 1985--, 1.0 M (3.3 FT) EAST OF AN ORANGE FIBERGLASS
 QM0770'WITNESS POST, AND 1.0 M (3.3 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 QM0770
 QM0770                          STATION RECOVERY (1999)
 QM0770
 QM0770'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0770'RECOVERED IN GOOD CONDITION.
 QM0770
 QM0770                          STATION RECOVERY (2002)
 QM0770
 QM0770'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 QM0770'RECOVERED IN GOOD CONDITION.
 QM0770
 QM0770                          STATION RECOVERY (2005)
 QM0770
 QM0770'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0770'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS 1.0 M EAST OF AN
 QM0770'ORANGE 10 CM X 10 CM PLASTIC GUARD POST, 1.0 M NORTHEAST OF AN ORANGE
 QM0770'10 CM X 10 CM PLASTIC GUARD POST, 1.0 M SOUTHEAST OF AN ORANGE 10 CM X
 QM0770'10 CM PLASTIC GUARD POST.
 QM0770
 QM0770                          STATION RECOVERY (2008)
 QM0770
 QM0770'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 QM0770'RECOVERED AS DESCRIBED.
 QM0770
 QM0770                          STATION RECOVERY (2014)
 QM0770
 QM0770'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0770'RECOVERED AS DESCRIBED.
 QM0770
 QM0770                          STATION RECOVERY (2014)
 QM0770
 QM0770'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0770'RECOVERED IN GOOD CONDITION.
 QM0770'
 QM0770'NOTE-THE PINE TREES TO THE WEST OF THE STATION HAVE GROWN TALLER AND
 QM0770'THE STATION MAY BE CONSIDERED UNRELIABLE FOR HIGH PRECISION SATELLITE
 QM0770'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP6650 ***********************************************************************
 DP6650  DESIGNATION -  BREED GPS AZ MK
 DP6650  PID         -  DP6650
 DP6650  STATE/COUNTY-  WI/OCONTO
 DP6650  COUNTRY     -  US
 DP6650  USGS QUAD   -  BREED (2018)
 DP6650
 DP6650                         *CURRENT SURVEY CONTROL
 DP6650  ______________________________________________________________________
 DP6650* NAD 83(2011) POSITION- 45 04 29.41439(N) 088 25 30.32685(W)   ADJUSTED
 DP6650* NAD 83(2011) ELLIP HT-   237.377 (meters)        (03/10/15)   ADJUSTED
 DP6650* NAD 83(2011) EPOCH   -  2010.00
 DP6650* NAVD 88 ORTHO HEIGHT -   273.331 (meters)      896.75  (feet) ADJUSTED
 DP6650  ______________________________________________________________________
 DP6650  GEOID HEIGHT    -        -35.948 (meters)                     GEOID18
 DP6650  NAD 83(2011) X  -    124,003.842 (meters)                     COMP
 DP6650  NAD 83(2011) Y  - -4,510,169.387 (meters)                     COMP
 DP6650  NAD 83(2011) Z  -  4,493,393.545 (meters)                     COMP
 DP6650  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 DP6650  DYNAMIC HEIGHT  -        273.305 (meters)      896.67  (feet) COMP
 DP6650  MODELED GRAVITY -    980,512.2   (mgal)                       NAVD 88
 DP6650
 DP6650  VERT ORDER      -  SECOND    CLASS I
 DP6650
 DP6650  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6650  Standards:
 DP6650         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6650            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6650  -------------------------------------------------------------------
 DP6650  NETWORK    0.29   0.39           0.13   0.10   0.20     -0.01307451
 DP6650  -------------------------------------------------------------------
 DP6650  Click here for local accuracies and other accuracy information.
 DP6650
 DP6650.The horizontal coordinates were established by GPS observations
 DP6650.and adjusted by the WI DEPT OF TRANSP in March 2015.
 DP6650
 DP6650.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6650.been affixed to the stable North American tectonic plate. See 
 DP6650.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6650
 DP6650.The horizontal coordinates are valid at the epoch date displayed above
 DP6650.which is a decimal equivalence of Year/Month/Day.
 DP6650
 DP6650.The orthometric height was determined by differential leveling and
 DP6650.adjusted by the NATIONAL GEODETIC SURVEY
 DP6650.in February 2017.
 DP6650
 DP6650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6650.GEOID18 height accuracy estimate available here.
 DP6650
 DP6650.Click photographs - Photos may exist for this station.
 DP6650
 DP6650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6650
 DP6650.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6650
 DP6650.The ellipsoidal height was determined by GPS observations
 DP6650.and is referenced to NAD 83.
 DP6650
 DP6650.The dynamic height is computed by dividing the NAVD 88
 DP6650.geopotential number by the normal gravity value computed on the
 DP6650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6650.degrees latitude (g = 980.6199 gals.).
 DP6650
 DP6650.The modeled gravity was interpolated from observed gravity values.
 DP6650
 DP6650. The following values were computed from the NAD 83(2011) position.
 DP6650
 DP6650;                    North         East     Units Scale Factor Converg.
 DP6650;SPC WI C     -   139,158.012   724,000.467   MT  0.99994670   +1 06 40.4
 DP6650;SPC WI C     -   456,554.24  2,375,324.87   sFT  0.99994670   +1 06 40.4
 DP6650;UTM  16      - 4,992,251.743   387,827.369   MT  0.99975472   -1 00 32.8
 DP6650
 DP6650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6650!SPC WI C     -   0.99996278  x   0.99994670  =   0.99990949
 DP6650!UTM  16      -   0.99996278  x   0.99975472  =   0.99971751
 DP6650
 DP6650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8782792251(NAD 83)
 DP6650
 DP6650                          SUPERSEDED SURVEY CONTROL
 DP6650
 DP6650.No superseded survey control is available for this station.
 DP6650
 DP6650_MARKER: DZ = AZIMUTH MARK DISK
 DP6650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6650_STAMPING: BREED GPS 1989
 DP6650_MARK LOGO: NGS
 DP6650_PROJECTION: FLUSH
 DP6650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6650+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DP6650
 DP6650  HISTORY     - Date     Condition        Report By
 DP6650  HISTORY     - 1989     MONUMENTED       WIDT
 DP6650  HISTORY     - 20140801 GOOD             WIDT
 DP6650  HISTORY     - 20150420 GOOD             WIDT
 DP6650
 DP6650                          STATION DESCRIPTION
 DP6650
 DP6650'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP6650'THE STATION IS ON THE NORTH SIDE OF THE VILLAGE OF BREED,
 DP6650'APPROXIMATELY 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF MOUNTAIN, 5.8 MI
 DP6650'(9.3 KM) NORTHWEST OF SURING, AND JUST NORTH OF THE COMMUNITY OF
 DP6650'BREED.
 DP6650'
 DP6650'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP6650'HIGHWAY AA IN THE COMMUNITY OF BREED, GO NORTH ON STATE HIGHWAY 32 FOR
 DP6650'0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DP6650'
 DP6650'THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY AZIMUTH MARK DISK SET
 DP6650'IN THE TOP OF A 40-CM (16-INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP6650'1 M (3.3 FT) HIGHER THAN THE ROAD GRADE.  THE STATION IS 235 M (771.0
 DP6650'FT) NORTH OF COUNTY HIGHWAY AA, 12.9 M (42.3 FT) WEST OF THE
 DP6650'CENTERLINE STATE HIGHWAY 32, 67.0 M (219.8 FT) NORTH OF -BREED TO
 DP6650'HIGHWAY 55- SIGN, 51.4 M (168.6 FT) SOUTH OF -JCT COUNTY HIGHWAY AA-
 DP6650'SIGN AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE
 DP6650'PLASTIC 4X4 GUARD POSTS.
 DP6650'
 DP6650'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DP6650'15 DEGREES ABOVE THE HORIZON.
 DP6650
 DP6650                          STATION RECOVERY (2015)
 DP6650
 DP6650'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DP6650'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4958 ***********************************************************************
 DQ4958  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4958  DESIGNATION -  BREED W GPS
 DQ4958  PID         -  DQ4958
 DQ4958  STATE/COUNTY-  WI/OCONTO
 DQ4958  COUNTRY     -  US
 DQ4958  USGS QUAD   -  BREED (2018)
 DQ4958
 DQ4958                         *CURRENT SURVEY CONTROL
 DQ4958  ______________________________________________________________________
 DQ4958* NAD 83(2011) POSITION- 45 03 45.45616(N) 088 28 33.71654(W)   ADJUSTED
 DQ4958* NAD 83(2011) ELLIP HT-   223.218 (meters)        (04/14/17)   ADJUSTED
 DQ4958* NAD 83(2011) EPOCH   -  2010.00
 DQ4958* NAVD 88 ORTHO HEIGHT -   259.16  (meters)      850.3   (feet) GPS OBS
 DQ4958  ______________________________________________________________________
 DQ4958  GEOID HEIGHT    -        -35.943 (meters)                     GEOID18
 DQ4958  NAD 83(2011) X  -    120,019.094 (meters)                     COMP
 DQ4958  NAD 83(2011) Y  - -4,511,228.252 (meters)                     COMP
 DQ4958  NAD 83(2011) Z  -  4,492,425.091 (meters)                     COMP
 DQ4958  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 DQ4958
 DQ4958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4958  Standards:
 DQ4958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4958  -------------------------------------------------------------------
 DQ4958  NETWORK    0.72   1.04           0.33   0.25   0.53     -0.06799858
 DQ4958  -------------------------------------------------------------------
 DQ4958  Click here for local accuracies and other accuracy information.
 DQ4958
 DQ4958.The horizontal coordinates were established by GPS observations
 DQ4958.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4958
 DQ4958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4958.been affixed to the stable North American tectonic plate. See 
 DQ4958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4958
 DQ4958.The horizontal coordinates are valid at the epoch date displayed above
 DQ4958.which is a decimal equivalence of Year/Month/Day.
 DQ4958
 DQ4958.The orthometric height was determined by GPS observations and a
 DQ4958.high-resolution geoid model using precise GPS observation and
 DQ4958.processing techniques.
 DQ4958
 DQ4958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4958.GEOID18 height accuracy estimate available here.
 DQ4958
 DQ4958.Click photographs - Photos may exist for this station.
 DQ4958
 DQ4958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4958
 DQ4958.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4958
 DQ4958.The ellipsoidal height was determined by GPS observations
 DQ4958.and is referenced to NAD 83.
 DQ4958
 DQ4958. The following values were computed from the NAD 83(2011) position.
 DQ4958
 DQ4958;                    North         East     Units Scale Factor Converg.
 DQ4958;SPC WI C     -   137,724.789   720,015.525   MT  0.99994599   +1 04 31.0
 DQ4958;SPC WI C     -   451,852.08  2,362,250.93   sFT  0.99994599   +1 04 31.0
 DQ4958;UTM  16      - 4,990,967.173   383,792.880   MT  0.99976605   -1 02 41.9
 DQ4958
 DQ4958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4958!SPC WI C     -   0.99996500  x   0.99994599  =   0.99991100
 DQ4958!UTM  16      -   0.99996500  x   0.99976605  =   0.99973106
 DQ4958
 DQ4958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8379290967(NAD 83)
 DQ4958
 DQ4958                          SUPERSEDED SURVEY CONTROL
 DQ4958
 DQ4958.No superseded survey control is available for this station.
 DQ4958
 DQ4958_MARKER: DD = SURVEY DISK
 DQ4958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4958_STAMPING: BREED W GPS 2012
 DQ4958_MARK LOGO: WIDT
 DQ4958_PROJECTION: FLUSH
 DQ4958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4958+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4958
 DQ4958  HISTORY     - Date     Condition        Report By
 DQ4958  HISTORY     - 2012     MONUMENTED       WIDT
 DQ4958  HISTORY     - 20150201 GOOD             WIDT
 DQ4958
 DQ4958                          STATION DESCRIPTION
 DQ4958
 DQ4958'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4958'THE STATION IS APPROXIMATELY 8.5 MI (13.7 KM) SOUTH OF MOUNTAIN, 6.9
 DQ4958'MI (11.1 KM) NORTHWEST OF SURING, AND 2.5 MI (4.0 KM) WEST-SOUTHWEST
 DQ4958'OF BREED.
 DQ4958'
 DQ4958'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DQ4958'HIGHWAY A IN THE COMMUNITY OF BREED, GO WEST ON COUNTY HIGHWAY AA FOR
 DQ4958'2.4 MI (3.9 KM) TO A LEFT CURVE IN THE HIGHWAY.  CURVE LEFT AND
 DQ4958'CONTINUE SOUTH ON COUNTY HIGHWAY AA FOR 0.65 MI (1.0 KM) TO SOUTH
 DQ4958'BRANCH ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON SOUTH BRANCH ROAD
 DQ4958'FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DQ4958'
 DQ4958'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4958'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4958'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ4958'STATION IS 9.2 M (30.2 FT) EAST OF THE CENTERLINE OF SOUTH BRANCH
 DQ4958'ROAD, 46.0 M (150.9 FT) NORTH OF EXTENDED CENTER OF A GRAVEL DRIVEWAY
 DQ4958'-10591-, 29.5 M (96.8 FT) NORTHWEST OF A POWER POLE -290-, 10.5 M
 DQ4958'(34.4 FT) SOUTH OF A -STATE LANDS BOUNDARY- CORNER POST, 1 M (3.3 FT)
 DQ4958'SOUTH OF THE EXTENDED CENTER OF A TRACK ROAD, AND LOCATED IN THE
 DQ4958'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4958'
 DQ4958'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4958'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE WEST EXTENDING
 DQ4958'TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0534 ***********************************************************************
 QN0534  DESIGNATION -  BRENT
 QN0534  PID         -  QN0534
 QN0534  STATE/COUNTY-  WI/SAWYER
 QN0534  COUNTRY     -  US
 QN0534  USGS QUAD   -  HOGSBACK CREEK (2018)
 QN0534
 QN0534                         *CURRENT SURVEY CONTROL
 QN0534  ______________________________________________________________________
 QN0534* NAD 83(1991) POSITION- 45 40 11.98684(N) 091 01 33.98003(W)   ADJUSTED
 QN0534* NAVD 88 ORTHO HEIGHT -   404.    (meters)     1325.    (feet) SCALED
 QN0534  ______________________________________________________________________
 QN0534  GEOID HEIGHT    -        -30.292 (meters)                     GEOID18
 QN0534  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 QN0534  HORZ ORDER      -  SECOND
 QN0534
 QN0534.The horizontal coordinates were established by classical geodetic methods
 QN0534.and adjusted by the National Geodetic Survey in November 1991.
 QN0534
 QN0534.The orthometric height was scaled from a topographic map.
 QN0534
 QN0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0534.GEOID18 height accuracy estimate available here.
 QN0534
 QN0534.Click photographs - Photos may exist for this station.
 QN0534
 QN0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0534
 QN0534. The following values were computed from the NAD 83(1991) position.
 QN0534
 QN0534;                    North         East     Units Scale Factor Converg.
 QN0534;SPC WI N     -    56,458.368   520,046.866   MT  0.99998285   -0 44 24.7
 QN0534;SPC WI N     -   185,230.50  1,706,187.09   sFT  0.99998285   -0 44 24.7
 QN0534;SPC WI C     -   204,604.966   520,042.454   MT  1.00003682   -0 43 26.4
 QN0534;SPC WI C     -   671,274.79  1,706,172.62   sFT  1.00003682   -0 43 26.4
 QN0534;UTM  15      - 5,059,277.726   653,748.634   MT  0.99989063   +1 24 44.1
 QN0534
 QN0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0534!SPC WI N     -   0.99994140  x   0.99998285  =   0.99992425
 QN0534!SPC WI C     -   0.99994140  x   1.00003682  =   0.99997822
 QN0534!UTM  15      -   0.99994140  x   0.99989063  =   0.99983204
 QN0534
 QN0534:                Primary Azimuth Mark                     Grid Az
 QN0534:SPC WI N     -  OJIBWA                                   000 13 37.4
 QN0534:SPC WI C     -  OJIBWA                                   000 12 39.1
 QN0534:UTM  15      -  OJIBWA                                   358 04 28.6
 QN0534
 QN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5374859277(NAD 83)
 QN0534
 QN0534|---------------------------------------------------------------------|
 QN0534| PID    Reference Object                     Distance      Geod. Az  |
 QN0534|                                                           dddmmss.s |
 QN0534| CJ4324 BRENT RM 1                           24.777 METERS 16828     |
 QN0534| QN0552 DAIRYLAND PWR CO FLAMBEAU MST       APPROX.19.5 KM 1844002.3 |
 QN0534| QN0551 LADYSMITH RADIO STA WLDY MAST       APPROX.23.9 KM 1983422.7 |
 QN0534| CJ4325 BRENT RM 2                           29.269 METERS 24718     |
 QN0534| QN0533 SWAYNE TOWER L                      APPROX. 3.2 KM 3090249.4 |
 QN0534| QN0529 OJIBWA                              APPROX.13.7 KM 3592912.7 |
 QN0534|---------------------------------------------------------------------|
 QN0534
 QN0534                          SUPERSEDED SURVEY CONTROL
 QN0534
 QN0534  NAD 83(1986)-  45 40 11.98269(N)    091 01 33.97598(W) AD(       ) 2
 QN0534  NAD 27      -  45 40 12.10100(N)    091 01 33.42400(W) AD(       ) 2
 QN0534
 QN0534.Superseded values are not recommended for survey control.
 QN0534
 QN0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0534.See file dsdata.pdf to determine how the superseded data were derived.
 QN0534
 QN0534_MARKER: DS = TRIANGULATION STATION DISK
 QN0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0534_STAMPING: BRENT 1952
 QN0534_MARK LOGO: CGS
 QN0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0534+STABILITY: SURFACE MOTION
 QN0534
 QN0534  HISTORY     - Date     Condition        Report By
 QN0534  HISTORY     - 1952     MONUMENTED       CGS
 QN0534
 QN0534                          STATION DESCRIPTION
 QN0534
 QN0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0534'THE STATION IS LOCATED ABOUT 10 MILES EAST OF EXELAND, 9.5 MILES
 QN0534'SOUTHEAST OF OJIBWA, 2 MILES SOUTHEAST OF THE SWAYNE LOOKOUT
 QN0534'TOWER AND 0.2 MILE EAST OF A NORTH-SOUTH GRAVEL ROAD.
 QN0534'
 QN0534'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 AND
 QN0534'STATE HIGHWAY 27 IN LADYSMITH, GO NORTH ON STATE HIGHWAY 27
 QN0534'FOR 7.9 MILES TO THE JUNCTION WITH COUNTY HIGHWAY AA, TURN RIGHT,
 QN0534'EAST ON GRAVEL ROAD FOR 4.8 MILES TO A CROSSROADS, TURN LEFT,
 QN0534'NORTH ON GRAVEL ROAD FOR 6.5 MILES TO A DIM LOGGING ROAD TO
 QN0534'THE RIGHT AND A TRIANGLE BLAZE ON TREE, TURN RIGHT, EAST ON OLD
 QN0534'LOGGING ROAD FOR 0.2 MILE TO THE END OF ROAD AND STATION AS
 QN0534'DESCRIBED.
 QN0534'
 QN0534'THE STATION MARK IS STAMPED BRENT 1952.  IT IS A STANDARD
 QN0534'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 QN0534'IT IS 6 FEET SOUTHWEST OF A WITNESS POST AND IN HEAVY WOODED
 QN0534'AREA.
 QN0534'
 QN0534'REFERENCE MARK NO. 1 IS STAMPED BRENT NO 1 1952.  IT IS A
 QN0534'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 QN0534'2 INCHES.
 QN0534'
 QN0534'REFERENCE MARK NO. 2 IS STAMPED BRENT NO 2 1952.  IT IS A
 QN0534'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 QN0534'3 INCHES.  IT IS 8 FEET NORTH OF CENTERLINE OF A TRACK ROAD.
 QN0534'
 QN0534'THERE WAS NO AVAILABLE SITE FOR AN AZIMUTH MARK AT THIS
 QN0534'STATION.
 QN0534'
 QN0534'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0013 ***********************************************************************
 PN0013  DESIGNATION -  BRIDGE
 PN0013  PID         -  PN0013
 PN0013  STATE/COUNTY-  WI/OCONTO
 PN0013  COUNTRY     -  US
 PN0013  USGS QUAD   -  KRAKOW (2018)
 PN0013
 PN0013                         *CURRENT SURVEY CONTROL
 PN0013  ______________________________________________________________________
 PN0013* NAD 83(1991) POSITION- 44 52 21.47699(N) 088 16 31.67704(W)   ADJUSTED
 PN0013* NAVD 88 ORTHO HEIGHT -   234.862 (meters)      770.54  (feet) ADJUSTED
 PN0013  ______________________________________________________________________
 PN0013  GEOID HEIGHT    -        -36.251 (meters)                     GEOID18
 PN0013  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 PN0013  DYNAMIC HEIGHT  -        234.835 (meters)      770.45  (feet) COMP
 PN0013  MODELED GRAVITY -    980,498.2   (mgal)                       NAVD 88
 PN0013
 PN0013  HORZ ORDER      -  FIRST
 PN0013  VERT ORDER      -  FIRST     CLASS II
 PN0013
 PN0013.The horizontal coordinates were established by classical geodetic methods
 PN0013.and adjusted by the National Geodetic Survey in November 1991.
 PN0013
 PN0013.The orthometric height was determined by differential leveling and
 PN0013.adjusted by the NATIONAL GEODETIC SURVEY
 PN0013.in June 1991.
 PN0013
 PN0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0013.GEOID18 height accuracy estimate available here.
 PN0013
 PN0013.Click photographs - Photos may exist for this station.
 PN0013
 PN0013.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0013
 PN0013.The dynamic height is computed by dividing the NAVD 88
 PN0013.geopotential number by the normal gravity value computed on the
 PN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0013.degrees latitude (g = 980.6199 gals.).
 PN0013
 PN0013.The modeled gravity was interpolated from observed gravity values.
 PN0013
 PN0013. The following values were computed from the NAD 83(1991) position.
 PN0013
 PN0013;                    North         East     Units Scale Factor Converg.
 PN0013;SPC WI C     -   116,932.421   736,256.652   MT  0.99994071   +1 13 00.4
 PN0013;SPC WI C     -   383,635.78  2,415,535.37   sFT  0.99994071   +1 13 00.4
 PN0013;UTM  16      - 4,969,592.886   399,251.264   MT  0.99972481   -0 53 59.9
 PN0013
 PN0013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0013!SPC WI C     -   0.99996886  x   0.99994071  =   0.99990957
 PN0013!UTM  16      -   0.99996886  x   0.99972481  =   0.99969368
 PN0013
 PN0013:                Primary Azimuth Mark                     Grid Az
 PN0013:SPC WI C     -  MAX                                      175 37 10.5
 PN0013:UTM  16      -  MAX                                      177 44 10.8
 PN0013
 PN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9925169592(NAD 83)
 PN0013
 PN0013|---------------------------------------------------------------------|
 PN0013| PID    Reference Object                     Distance      Geod. Az  |
 PN0013|                                                           dddmmss.s |
 PN0013| CJ4326 BRIDGE RM                            51.550 METERS 00145     |
 PN0013| PN0014 MAX                                 APPROX. 2.0 KM 1765010.9 |
 PN0013| PN0012 HILL                                339.938 METERS 34138     |
 PN0013|---------------------------------------------------------------------|
 PN0013
 PN0013                          SUPERSEDED SURVEY CONTROL
 PN0013
 PN0013  NAD 83(1986)-  44 52 21.51304(N)    088 16 31.65129(W) AD(       ) 1
 PN0013  NAD 27      -  44 52 21.52800(N)    088 16 31.33800(W) AD(       ) 1
 PN0013  USSD        -  44 52 21.66900(N)    088 16 31.14500(W) AD(       ) 3
 PN0013  NGVD 29 (??/??/92)  234.869  (m)          770.57   (f) ADJ UNCH    1 2
 PN0013  NGVD 29             234.87   (m)          770.6    (f) LEVELING    3  
 PN0013
 PN0013.Superseded values are not recommended for survey control.
 PN0013
 PN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0013.See file dsdata.pdf to determine how the superseded data were derived.
 PN0013
 PN0013_MARKER: DS = TRIANGULATION STATION DISK
 PN0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0013_STAMPING: BRIDGE 1921
 PN0013_MARK LOGO: CGS
 PN0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0013+STABILITY: SURFACE MOTION
 PN0013
 PN0013  HISTORY     - Date     Condition        Report By
 PN0013  HISTORY     - 1921     MONUMENTED       CGS
 PN0013  HISTORY     - 1921     GOOD             CGS
 PN0013  HISTORY     - 1934     GOOD             CGS
 PN0013  HISTORY     - 1980     GOOD
 PN0013  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0013  HISTORY     - 20051129 MARK NOT FOUND   WIDT
 PN0013
 PN0013                          STATION DESCRIPTION
 PN0013
 PN0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0013'STATION IS 1-3/4 MILES S OF GILLETT, 60 METERS N OF N END OF
 PN0013'RAILROAD BRIDGE OVER THE OCONTO RIVER, ON THE EXTENSION OF THE
 PN0013'W RAIL FROM THE S, 3.08 METERS (10.105 FEET) E OF THE E RAIL
 PN0013'OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 PN0013'
 PN0013'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PN0013'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0013'
 PN0013'REFERENCE MARK IS ON THE E SIDE OF THE TRACK AND 0.4 METER W
 PN0013'OF THE PROPERTY LINE FENCE.
 PN0013
 PN0013                          STATION RECOVERY (1921)
 PN0013
 PN0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0013'2 MI S FROM GILLETT.
 PN0013'2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PN0013'GILLETT, OCONTO COUNTY, 165 FEET NORTH OF THE NORTH END OF
 PN0013'BRIDGE 1557 OVER OCONTO RIVER, AT A CURVE, IN LINE WITH THE
 PN0013'WEST RAIL OF THE SOUTH TANGENT, AND 10.1 FEET EAST OF THE EAST
 PN0013'RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED BRIDGE
 PN0013'1921 AND SET IN THE TOP OF A CONCRETE POST.
 PN0013
 PN0013                          STATION RECOVERY (1934)
 PN0013
 PN0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0013'RECOVERED IN GOOD CONDITION.
 PN0013
 PN0013                          STATION RECOVERY (1980)
 PN0013
 PN0013'RECOVERED 1980
 PN0013'RECOVERED IN GOOD CONDITION.
 PN0013
 PN0013                          STATION RECOVERY (1985)
 PN0013
 PN0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0013'MARK NOT FOUND.
 PN0013
 PN0013                          STATION RECOVERY (2005)
 PN0013
 PN0013'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0013'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT, BUT
 PN0013'NO EVIDENCE OF THE STATION WAS RECOVERED.  NOTE THE RAILROAD TRACKS
 PN0013'HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0030 ***********************************************************************
 ON0030  DESIGNATION -  BRIDGE 15
 ON0030  PID         -  ON0030
 ON0030  STATE/COUNTY-  WI/JUNEAU
 ON0030  COUNTRY     -  US
 ON0030  USGS QUAD   -  KENDALL EAST (2018)
 ON0030
 ON0030                         *CURRENT SURVEY CONTROL
 ON0030  ______________________________________________________________________
 ON0030* NAD 83(1986) POSITION- 43 47 42.6    (N) 090 17 04.5    (W)   HD_HELD2
 ON0030* NAVD 88 ORTHO HEIGHT -   302.663 (meters)      992.99  (feet) ADJUSTED
 ON0030  ______________________________________________________________________
 ON0030  GEOID HEIGHT    -        -34.517 (meters)                     GEOID18
 ON0030  DYNAMIC HEIGHT  -        302.592 (meters)      992.75  (feet) COMP
 ON0030  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 ON0030
 ON0030  VERT ORDER      -  SECOND    CLASS I
 ON0030
 ON0030.The horizontal coordinates were established by autonomous hand held GPS
 ON0030.observations and have an estimated accuracy of +/- 10 meters.
 ON0030
 ON0030.The orthometric height was determined by differential leveling and
 ON0030.adjusted by the WI DEPT OF TRANSP
 ON0030.in May 2012.
 ON0030
 ON0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0030.GEOID18 height accuracy estimate available here.
 ON0030
 ON0030.Click photographs - Photos may exist for this station.
 ON0030
 ON0030.The dynamic height is computed by dividing the NAVD 88
 ON0030.geopotential number by the normal gravity value computed on the
 ON0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0030.degrees latitude (g = 980.6199 gals.).
 ON0030
 ON0030.The modeled gravity was interpolated from observed gravity values.
 ON0030
 ON0030;                    North         East    Units  Estimated Accuracy
 ON0030;SPC WI S     -   199,468.      577,097.      MT  (+/- 10 meters HH2 GPS)
 ON0030
 ON0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1845752706(NAD 83)
 ON0030
 ON0030                          SUPERSEDED SURVEY CONTROL
 ON0030
 ON0030  NAVD 88 (04/20/07)  302.652  (m)          992.95   (f) SUPERSEDED  2 1
 ON0030  NAVD 88 (06/15/91)  302.640  (m)          992.91   (f) SUPERSEDED  2 0
 ON0030  NGVD 29 (??/??/92)  302.662  (m)          992.98   (f) ADJ UNCH    2 0
 ON0030
 ON0030.Superseded values are not recommended for survey control.
 ON0030
 ON0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0030.See file dsdata.pdf to determine how the superseded data were derived.
 ON0030
 ON0030_MARKER: Q = CHISELED SQUARE
 ON0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0030_SP_SET: BRIDGE
 ON0030_MARK LOGO: NONE
 ON0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0030+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2010
 ON0030
 ON0030  HISTORY     - Date     Condition        Report By
 ON0030  HISTORY     - UNK      MONUMENTED       USGS
 ON0030  HISTORY     - 1934     GOOD             CGS
 ON0030  HISTORY     - 2004     GOOD             WIDT
 ON0030  HISTORY     - 20100616 GOOD             WIDT
 ON0030
 ON0030                          STATION DESCRIPTION
 ON0030
 ON0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0030'3.8 MI N FROM ELROY.
 ON0030'ABOUT 3.8 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 ON0030'AND OMAHA RAILWAY FROM THE PUBLIC LIBRARY AT ELROY, JUNEAU
 ON0030'COUNTY, JUST NORTH OF MILEPOST STP 192-C 217, ABOUT 170 FEET
 ON0030'NORTH OF A ROAD CROSSING, AT BRIDGE 15, AND ON THE TOP OF THE
 ON0030'EAST END OF THE PARAPET WALL OF THE SOUTH STONE ABUTMENT.
 ON0030'A CHISELED SQUARE.
 ON0030
 ON0030                          STATION RECOVERY (2004)
 ON0030
 ON0030'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 ON0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 3.8 MI (3118.59 KM) NORTH
 ON0030'FROM ELROY. ABOUT 3.8 MI (6.12 KM) NORTH ALONG THE CHICAGO, ST.  PAUL,
 ON0030'MINNEAPOLIS AND OMAHA RAILWAY FROM THE PUBLIC LIBRARY AT ELROY, JUNEAU
 ON0030'COUNTY, JUST NORTH OF MILEPOST STP 192-C 217, ABOUT 170 FT (51.8 M)
 ON0030'NORTH OF A ROAD CROSSING, AT BRIDGE 15, AND ON THE TOP OF THE EAST END
 ON0030'OF THE PARAPET WALL OF THE SOUTH STONE ABUTMENT. A CHISELED SQUARE.
 ON0030'
 ON0030'RECOVERED AS DESCRIBED.
 ON0030
 ON0030                          STATION RECOVERY (2010)
 ON0030
 ON0030'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0030'RECOVERED IN GOOD CONDITION.   TO REACH THE STATION FROM THE JUNCTION
 ON0030'OF STATE HIGHWAY 80 WITH STATE HIGHWAY 82 APPROXIMATELY 1.2 MILES
 ON0030'NORTH OF THE CITY OF ELROY, GO NORTH ON STATE HIGHWAY 80 FOR 1.8 MILES
 ON0030'TO COUNTY HIGHWAY H ON THE LEFT, TURN LEFT AND GO WEST ON COUNTY
 ON0030'HIGHWAY H FOR 0.5 MILE TO TUNNEL HILL ROAD RIGHT,
 ON0030'TURN RIGHT AND GO NORTH ON TUNNEL HILL ROAD FOR 0.59 MILE TO THE OMAHA
 ON0030'TRAIL CROSSING, CONTINUE NORTH ON TUNNEL HILL ROAD FOR 0.09 MILE TO A
 ON0030'SECOND CROSSING OF THE OMAHA TRAIL, TURN RIGHT AND GO NORTH ON THE
 ON0030'OMAHA TRAIL FOR 37 M TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0027 ***********************************************************************
 ON0027  DESIGNATION -  BRIDGE 3
 ON0027  PID         -  ON0027
 ON0027  STATE/COUNTY-  WI/JUNEAU
 ON0027  COUNTRY     -  US
 ON0027  USGS QUAD   -  KENDALL EAST (2018)
 ON0027
 ON0027                         *CURRENT SURVEY CONTROL
 ON0027  ______________________________________________________________________
 ON0027* NAD 83(1986) POSITION- 43 45 52.5    (N) 090 16 26.6    (W)   HD_HELD2
 ON0027* NAVD 88 ORTHO HEIGHT -   291.325 (meters)      955.79  (feet) ADJUSTED
 ON0027  ______________________________________________________________________
 ON0027  GEOID HEIGHT    -        -34.536 (meters)                     GEOID18
 ON0027  DYNAMIC HEIGHT  -        291.258 (meters)      955.57  (feet) COMP
 ON0027  MODELED GRAVITY -    980,382.4   (mgal)                       NAVD 88
 ON0027
 ON0027  VERT ORDER      -  SECOND    CLASS I
 ON0027
 ON0027.The horizontal coordinates were established by autonomous hand held GPS
 ON0027.observations and have an estimated accuracy of +/- 10 meters.
 ON0027
 ON0027.The orthometric height was determined by differential leveling and
 ON0027.adjusted by the WI DEPT OF TRANSP
 ON0027.in May 2012.
 ON0027
 ON0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0027.GEOID18 height accuracy estimate available here.
 ON0027
 ON0027.Click photographs - Photos may exist for this station.
 ON0027
 ON0027.The dynamic height is computed by dividing the NAVD 88
 ON0027.geopotential number by the normal gravity value computed on the
 ON0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0027.degrees latitude (g = 980.6199 gals.).
 ON0027
 ON0027.The modeled gravity was interpolated from observed gravity values.
 ON0027
 ON0027;                    North         East    Units  Estimated Accuracy
 ON0027;SPC WI S     -   196,067.      577,933.      MT  (+/- 10 meters HH2 GPS)
 ON0027
 ON0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1941649337(NAD 83)
 ON0027
 ON0027                          SUPERSEDED SURVEY CONTROL
 ON0027
 ON0027  NAVD 88 (04/20/07)  291.315  (m)          955.76   (f) SUPERSEDED  2 1
 ON0027  NAVD 88 (06/15/91)  291.325  (m)          955.79   (f) SUPERSEDED  2 0
 ON0027  NGVD 29 (??/??/92)  291.349  (m)          955.87   (f) ADJ UNCH    2 0
 ON0027
 ON0027.Superseded values are not recommended for survey control.
 ON0027
 ON0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0027.See file dsdata.pdf to determine how the superseded data were derived.
 ON0027
 ON0027_MARKER: Q = CHISELED SQUARE
 ON0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0027_SP_SET: BRIDGE
 ON0027_MARK LOGO: NONE
 ON0027_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0027+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2010
 ON0027
 ON0027  HISTORY     - Date     Condition        Report By
 ON0027  HISTORY     - UNK      MONUMENTED       USGS
 ON0027  HISTORY     - 1934     GOOD             CGS
 ON0027  HISTORY     - 2004     GOOD             WIDT
 ON0027  HISTORY     - 20100616 GOOD             WIDT
 ON0027
 ON0027                          STATION DESCRIPTION
 ON0027
 ON0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0027'1.6 MI N FROM ELROY.
 ON0027'ABOUT 1.6 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 ON0027'AND OMAHA RAILWAY FROM THE PUBLIC LIBRARY AT ELROY, JUNEAU
 ON0027'COUNTY, AT BRIDGE 3, AND ON THE TOP OF THE WEST END OF THE NORTH
 ON0027'STONE ABUTMENT.  A CHISELED SQUARE.
 ON0027
 ON0027                          STATION RECOVERY (2004)
 ON0027
 ON0027'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 ON0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 1.6 MI (3115.05 KM) NORTH
 ON0027'FROM ELROY. ABOUT 1.6 MI (2.57 KM) NORTH ALONG THE CHICAGO, ST.  PAUL,
 ON0027'MINNEAPOLIS AND OMAHA RAILWAY FROM THE PUBLIC LIBRARY AT ELROY, JUNEAU
 ON0027'COUNTY, AT BRIDGE 3, AND ON THE TOP OF THE WEST END OF THE NORTH STONE
 ON0027'ABUTMENT.  A CHISELED SQUARE.
 ON0027'
 ON0027'RECOVERED AS DESCRIBED.
 ON0027
 ON0027                          STATION RECOVERY (2010)
 ON0027
 ON0027'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0027'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 ON0027'OF STATE HIGHWAY 80 WITH STATE HIGHWAY 82 AND TILMAR AVENUE WEST
 ON0027'APPROXIMATELY 1.2 MILES NORTH OF THE CITY OF ELROY, GO WEST ON TILMAR
 ON0027'AVENUE FOR 0.05 MILE TO THE OMAHA TRAIL, TURN RIGHT AND GO NORTH ON
 ON0027'THE OMAHA TRAIL FOR 0.25 MILE A BRIDGE AND THE STATION ON LEFT.
 ON0027'ADD---THE STATION IS 2.6 M WEST OF THE CENTERLINE OF THE TRAIL AND 25
 ON0027'CM NORTH OF THE SOUTH EDGE OF THE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0037 ***********************************************************************
 ON0037  DESIGNATION -  BRIDGE 34
 ON0037  PID         -  ON0037
 ON0037  STATE/COUNTY-  WI/JUNEAU
 ON0037  COUNTRY     -  US
 ON0037  USGS QUAD   -  CAMP DOUGLAS (2018)
 ON0037
 ON0037                         *CURRENT SURVEY CONTROL
 ON0037  ______________________________________________________________________
 ON0037* NAD 83(1986) POSITION- 43 53 13.     (N) 090 16 08.     (W)   SCALED
 ON0037* NAVD 88 ORTHO HEIGHT -   280.559 (meters)      920.47  (feet) ADJUSTED
 ON0037  ______________________________________________________________________
 ON0037  GEOID HEIGHT    -        -34.615 (meters)                     GEOID18
 ON0037  DYNAMIC HEIGHT  -        280.497 (meters)      920.26  (feet) COMP
 ON0037  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 ON0037
 ON0037  VERT ORDER      -  SECOND    CLASS 0
 ON0037
 ON0037.The horizontal coordinates were scaled from a map and have
 ON0037.an estimated accuracy of +/- 6 seconds.
 ON0037
 ON0037.The orthometric height was determined by differential leveling and
 ON0037.adjusted by the NATIONAL GEODETIC SURVEY
 ON0037.in June 1991.
 ON0037
 ON0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0037.GEOID18 height accuracy estimate available here.
 ON0037
 ON0037.Click photographs - Photos may exist for this station.
 ON0037
 ON0037.The dynamic height is computed by dividing the NAVD 88
 ON0037.geopotential number by the normal gravity value computed on the
 ON0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0037.degrees latitude (g = 980.6199 gals.).
 ON0037
 ON0037.The modeled gravity was interpolated from observed gravity values.
 ON0037
 ON0037;                    North         East    Units  Estimated Accuracy
 ON0037;SPC WI S     -   209,660.      578,390.      MT  (+/- 180 meters Scaled)
 ON0037
 ON0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ193629(NAD 83)
 ON0037
 ON0037                          SUPERSEDED SURVEY CONTROL
 ON0037
 ON0037  NGVD 29 (??/??/92)  280.581  (m)          920.54   (f) ADJ UNCH    2 0
 ON0037
 ON0037.Superseded values are not recommended for survey control.
 ON0037
 ON0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0037.See file dsdata.pdf to determine how the superseded data were derived.
 ON0037
 ON0037_MARKER: Q = CHISELED SQUARE
 ON0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0037_SP_SET: PARAPET WALL
 ON0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0037
 ON0037  HISTORY     - Date     Condition        Report By
 ON0037  HISTORY     - UNK      MONUMENTED       USGS
 ON0037  HISTORY     - 1934     GOOD             CGS
 ON0037
 ON0037                          STATION DESCRIPTION
 ON0037
 ON0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0037'0.5 MI N FROM HUSTLER.
 ON0037'ABOUT 0.5 MILE NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 ON0037'AND OMAHA RAILWAY FROM THE MAIN STREET CROSSING AT HUSTLER,
 ON0037'JUNEAU COUNTY, AT BRIDGE 34 OVER LITTLE LEMONWEIR RIVER, AND
 ON0037'ON THE TOP OF THE EAST END OF THE PARAPET WALL OF THE SOUTH
 ON0037'STONE ABUTMENT.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0028 ***********************************************************************
 ON0028  DESIGNATION -  BRIDGE 9
 ON0028  PID         -  ON0028
 ON0028  STATE/COUNTY-  WI/JUNEAU
 ON0028  COUNTRY     -  US
 ON0028  USGS QUAD   -  KENDALL EAST (2018)
 ON0028
 ON0028                         *CURRENT SURVEY CONTROL
 ON0028  ______________________________________________________________________
 ON0028* NAD 83(1986) POSITION- 43 46 44.5    (N) 090 16 47.2    (W)   HD_HELD2
 ON0028* NAVD 88 ORTHO HEIGHT -   297.859 (meters)      977.23  (feet) ADJUSTED
 ON0028  ______________________________________________________________________
 ON0028  GEOID HEIGHT    -        -34.523 (meters)                     GEOID18
 ON0028  DYNAMIC HEIGHT  -        297.790 (meters)      977.00  (feet) COMP
 ON0028  MODELED GRAVITY -    980,381.4   (mgal)                       NAVD 88
 ON0028
 ON0028  VERT ORDER      -  SECOND    CLASS I
 ON0028
 ON0028.The horizontal coordinates were established by autonomous hand held GPS
 ON0028.observations and have an estimated accuracy of +/- 10 meters.
 ON0028
 ON0028.The orthometric height was determined by differential leveling and
 ON0028.adjusted by the WI DEPT OF TRANSP
 ON0028.in May 2012.
 ON0028
 ON0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0028.GEOID18 height accuracy estimate available here.
 ON0028
 ON0028.Click photographs - Photos may exist for this station.
 ON0028
 ON0028.The dynamic height is computed by dividing the NAVD 88
 ON0028.geopotential number by the normal gravity value computed on the
 ON0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0028.degrees latitude (g = 980.6199 gals.).
 ON0028
 ON0028.The modeled gravity was interpolated from observed gravity values.
 ON0028
 ON0028;                    North         East    Units  Estimated Accuracy
 ON0028;SPC WI S     -   197,673.      577,478.      MT  (+/- 10 meters HH2 GPS)
 ON0028
 ON0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1890250927(NAD 83)
 ON0028
 ON0028                          SUPERSEDED SURVEY CONTROL
 ON0028
 ON0028  NAVD 88 (04/20/07)  297.849  (m)          977.19   (f) SUPERSEDED  2 1
 ON0028  NAVD 88 (06/15/91)  297.838  (m)          977.16   (f) SUPERSEDED  2 0
 ON0028  NGVD 29 (??/??/92)  297.862  (m)          977.24   (f) ADJ UNCH    2 0
 ON0028
 ON0028.Superseded values are not recommended for survey control.
 ON0028
 ON0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0028.See file dsdata.pdf to determine how the superseded data were derived.
 ON0028
 ON0028_MARKER: DD = SURVEY DISK
 ON0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0028_SP_SET: BRIDGE
 ON0028_MARK LOGO: NONE
 ON0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0028+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2010
 ON0028
 ON0028  HISTORY     - Date     Condition        Report By
 ON0028  HISTORY     - UNK      MONUMENTED       USGS
 ON0028  HISTORY     - 1934     GOOD             CGS
 ON0028  HISTORY     - 2004     GOOD             WIDT
 ON0028  HISTORY     - 20100616 GOOD             WIDT
 ON0028
 ON0028                          STATION DESCRIPTION
 ON0028
 ON0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0028'2.6 MI N FROM ELROY.
 ON0028'ABOUT 2.6 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 ON0028'AND OMAHA RAILWAY FROM THE PUBLIC LIBRARY AT ELROY, JUNEAU
 ON0028'COUNTY, AT BRIDGE 9, AND ON THE TOP OF THE WEST END OF THE
 ON0028'PARAPET WALL OF THE SOUTH STONE ABUTMENT.  A CHISELED SQUARE.
 ON0028
 ON0028                          STATION RECOVERY (2004)
 ON0028
 ON0028'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 ON0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 2.6 MI (3116.66 KM) NORTH
 ON0028'FROM ELROY. ABOUT 2.6 MI (4.18 KM) NORTH ALONG THE CHICAGO, ST.  PAUL,
 ON0028'MINNEAPOLIS AND OMAHA RAILWAY FROM THE PUBLIC LIBRARY AT ELROY, JUNEAU
 ON0028'COUNTY, AT BRIDGE 9, AND ON THE TOP OF THE WEST END OF THE PARAPET
 ON0028'WALL OF THE SOUTH STONE ABUTMENT.  A CHISELED SQUARE.
 ON0028'
 ON0028'RECOVERED AS DESCRIBED.
 ON0028
 ON0028                          STATION RECOVERY (2010)
 ON0028
 ON0028'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0028'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 ON0028'OF STATE HIGHWAY 80 WITH STATE HIGHWAY 82 APPROXIMATELY 1.2 MI NORTH
 ON0028'OF THE CITY OF ELROY, GO NORTH ON STATE HIGHWAY 80 FOR 1.1 MILES TO
 ON0028'JENSEN ROAD LEFT, TURN LEFT AND GO WEST ON JENSEN ROAD FOR 0.08 MILE
 ON0028'TO THE OMAHA TRAIL, TURN RIGHT AND GO NORTH ON THE OMAHA TRAIL FOR
 ON0028'0.30 MILE TO THE STATION ON LEFT.
 ON0028'ADD---THE STATION IS 3.1 M WEST OF THE CENTERLINE OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5291 ***********************************************************************
 DK5291  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5291  DESIGNATION -  BRIDGE CREEK C GPS
 DK5291  PID         -  DK5291
 DK5291  STATE/COUNTY-  WI/EAU CLAIRE
 DK5291  COUNTRY     -  US
 DK5291  USGS QUAD   -  HORSE CREEK (2018)
 DK5291
 DK5291                         *CURRENT SURVEY CONTROL
 DK5291  ______________________________________________________________________
 DK5291* NAD 83(2011) POSITION- 44 44 00.87057(N) 090 59 03.03456(W)   ADJUSTED
 DK5291* NAD 83(2011) ELLIP HT-   266.142 (meters)        (06/27/12)   ADJUSTED
 DK5291* NAD 83(2011) EPOCH   -  2010.00
 DK5291* NAVD 88 ORTHO HEIGHT -   298.03  (meters)      977.8   (feet) GPS OBS
 DK5291  ______________________________________________________________________
 DK5291  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5291  GEOID HEIGHT    -        -31.884 (meters)                     GEOID12A
 DK5291  GEOID HEIGHT    -        -31.883 (meters)                     GEOID18
 DK5291  NAD 83(2011) X  -    -77,957.375 (meters)                     COMP
 DK5291  NAD 83(2011) Y  - -4,537,997.350 (meters)                     COMP
 DK5291  NAD 83(2011) Z  -  4,466,551.408 (meters)                     COMP
 DK5291  LAPLACE CORR    -         -5.64  (seconds)                    DEFLEC18
 DK5291
 DK5291  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5291  Standards:
 DK5291         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5291            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5291  -------------------------------------------------------------------
 DK5291  NETWORK    0.33   0.29           0.15   0.12   0.15      0.02401342
 DK5291  -------------------------------------------------------------------
 DK5291  Click here for local accuracies and other accuracy information.
 DK5291
 DK5291.The horizontal coordinates were established by GPS observations
 DK5291.and adjusted by the National Geodetic Survey in June 2012.
 DK5291
 DK5291.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5291.been affixed to the stable North American tectonic plate. See 
 DK5291.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5291
 DK5291.The horizontal coordinates are valid at the epoch date displayed above
 DK5291.which is a decimal equivalence of Year/Month/Day.
 DK5291
 DK5291.The orthometric height was determined by GPS observations and a
 DK5291.high-resolution geoid model using precise GPS observation and
 DK5291.processing techniques.
 DK5291
 DK5291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5291.GEOID18 height accuracy estimate available here.
 DK5291
 DK5291.Click photographs - Photos may exist for this station.
 DK5291
 DK5291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5291
 DK5291.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5291
 DK5291.The ellipsoidal height was determined by GPS observations
 DK5291.and is referenced to NAD 83.
 DK5291
 DK5291. The following values were computed from the NAD 83(2011) position.
 DK5291
 DK5291;                    North         East     Units Scale Factor Converg.
 DK5291;SPC WI C     -   100,505.655   522,048.329   MT  0.99994379   -0 41 39.9
 DK5291;SPC WI C     -   329,742.30  1,712,753.56   sFT  0.99994379   -0 41 39.9
 DK5291;UTM  15      - 4,955,331.249   659,612.669   MT  0.99991329   +1 25 08.6
 DK5291
 DK5291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5291!SPC WI C     -   0.99995827  x   0.99994379  =   0.99990207
 DK5291!UTM  15      -   0.99995827  x   0.99991329  =   0.99987157
 DK5291
 DK5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5961255331(NAD 83)
 DK5291
 DK5291                          SUPERSEDED SURVEY CONTROL
 DK5291
 DK5291  ELLIP H (01/19/10)  266.171  (m)                       GP(       ) 3 1
 DK5291  NAD 83(2007)-  44 44 00.87075(N)    090 59 03.03544(W) AD(2002.00) 1
 DK5291  ELLIP H (07/29/08)  266.170  (m)                       GP(2002.00) 3 1
 DK5291  NAVD 88 (07/29/08)  298.01   (m)  GEOID03  model used  GPS OBS        
 DK5291
 DK5291.Superseded values are not recommended for survey control.
 DK5291
 DK5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5291.See file dsdata.pdf to determine how the superseded data were derived.
 DK5291
 DK5291_MARKER: DD = SURVEY DISK
 DK5291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5291_STAMPING: BRIDGE CREEK C GPS 2005
 DK5291_MARK LOGO: WIDT
 DK5291_PROJECTION: FLUSH
 DK5291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5291+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2011
 DK5291
 DK5291  HISTORY     - Date     Condition        Report By
 DK5291  HISTORY     - 2004     MONUMENTED       WIDT
 DK5291  HISTORY     - 20061128 GOOD             WIDT
 DK5291  HISTORY     - 20111025 GOOD             WIDT
 DK5291
 DK5291                          STATION DESCRIPTION
 DK5291
 DK5291'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5291'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DK5291'HIGHWAY GG ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF AUGUSTA, GO EAST
 DK5291'ON COUNTY HIGHWAY GG FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF COUNTY
 DK5291'HIGHWAY G (SOUTH) ON THE RIGHT, COUNTY HIGHWAY G (NORTH) STRAIGHT
 DK5291'AHEAD, AND JACK PINE ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD ON
 DK5291'COUNTY HIGHWAY G FOR 3.2 MI (5.1 KM) TO CHANNEY ROAD ON THE RIGHT,
 DK5291'TURN RIGHT AND GO EAST ON CHANNEY ROAD FOR 3.7 MI (6.0 KM) TO CANOE
 DK5291'LANDING FOREST ROAD ON THE RIGHT AND A STONE SIGN --DONALD L.
 DK5291'EISBERNER MEMORIAL FOREST AND CANOE LANDING-- ON THE RIGHT, TURN RIGHT
 DK5291'AND GO SOUTHERLY ON CANOE LANDING FOREST ROAD FOR 0.65 MI (1.0 KM) TO
 DK5291'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DK5291'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DK5291'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DK5291'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DK5291'THE STATION IS 8 M (26.2 FT) NORTHWEST OF THE CENTER OF CANOE LANDING
 DK5291'FOREST ROAD AND 1.0 M (3.3 FT) SOUTH, EAST AND NORTHWEST OF AN ORANGE
 DK5291'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5291'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5291
 DK5291                          STATION RECOVERY (2011)
 DK5291
 DK5291'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5160 ***********************************************************************
 DK5160  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5160  DESIGNATION -  BRIDGE CREEK EAST GPS
 DK5160  PID         -  DK5160
 DK5160  STATE/COUNTY-  WI/EAU CLAIRE
 DK5160  COUNTRY     -  US
 DK5160  USGS QUAD   -  HORSE CREEK (2018)
 DK5160
 DK5160                         *CURRENT SURVEY CONTROL
 DK5160  ______________________________________________________________________
 DK5160* NAD 83(2011) POSITION- 44 42 44.73880(N) 090 56 33.27491(W)   ADJUSTED
 DK5160* NAD 83(2011) ELLIP HT-   270.301 (meters)        (06/27/12)   ADJUSTED
 DK5160* NAD 83(2011) EPOCH   -  2010.00
 DK5160* NAVD 88 ORTHO HEIGHT -   302.33  (meters)      991.9   (feet) GPS OBS
 DK5160  ______________________________________________________________________
 DK5160  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5160  GEOID HEIGHT    -        -32.025 (meters)                     GEOID12A
 DK5160  GEOID HEIGHT    -        -32.022 (meters)                     GEOID18
 DK5160  NAD 83(2011) X  -    -74,689.772 (meters)                     COMP
 DK5160  NAD 83(2011) Y  - -4,539,709.252 (meters)                     COMP
 DK5160  NAD 83(2011) Z  -  4,464,884.500 (meters)                     COMP
 DK5160  LAPLACE CORR    -         -6.15  (seconds)                    DEFLEC18
 DK5160
 DK5160  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5160  Standards:
 DK5160         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5160            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5160  -------------------------------------------------------------------
 DK5160  NETWORK    0.38   0.33           0.17   0.14   0.17      0.00669871
 DK5160  -------------------------------------------------------------------
 DK5160  Click here for local accuracies and other accuracy information.
 DK5160
 DK5160.The horizontal coordinates were established by GPS observations
 DK5160.and adjusted by the National Geodetic Survey in June 2012.
 DK5160
 DK5160.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5160.been affixed to the stable North American tectonic plate. See 
 DK5160.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5160
 DK5160.The horizontal coordinates are valid at the epoch date displayed above
 DK5160.which is a decimal equivalence of Year/Month/Day.
 DK5160
 DK5160.The orthometric height was determined by GPS observations and a
 DK5160.high-resolution geoid model using precise GPS observation and
 DK5160.processing techniques.
 DK5160
 DK5160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5160.GEOID18 height accuracy estimate available here.
 DK5160
 DK5160.Click photographs - Photos may exist for this station.
 DK5160
 DK5160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5160
 DK5160.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5160
 DK5160.The ellipsoidal height was determined by GPS observations
 DK5160.and is referenced to NAD 83.
 DK5160
 DK5160. The following values were computed from the NAD 83(2011) position.
 DK5160
 DK5160;                    North         East     Units Scale Factor Converg.
 DK5160;SPC WI C     -    98,116.786   525,315.821   MT  0.99994477   -0 39 54.2
 DK5160;SPC WI C     -   321,904.82  1,723,473.66   sFT  0.99994477   -0 39 54.2
 DK5160;UTM  15      - 4,953,064.543   662,965.943   MT  0.99992659   +1 26 52.1
 DK5160
 DK5160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5160!SPC WI C     -   0.99995762  x   0.99994477  =   0.99990239
 DK5160!UTM  15      -   0.99995762  x   0.99992659  =   0.99988421
 DK5160
 DK5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6296553064(NAD 83)
 DK5160
 DK5160                          SUPERSEDED SURVEY CONTROL
 DK5160
 DK5160  ELLIP H (01/19/10)  270.330  (m)                       GP(       ) 3 1
 DK5160  NAD 83(2007)-  44 42 44.73897(N)    090 56 33.27576(W) AD(2002.00) 1
 DK5160  ELLIP H (07/29/08)  270.329  (m)                       GP(2002.00) 3 1
 DK5160  NAVD 88 (07/29/08)  302.31   (m)  GEOID03  model used  GPS OBS        
 DK5160
 DK5160.Superseded values are not recommended for survey control.
 DK5160
 DK5160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5160.See file dsdata.pdf to determine how the superseded data were derived.
 DK5160
 DK5160_MARKER: DD = SURVEY DISK
 DK5160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5160_STAMPING: BRIDGE CREEK EAST GPS 1992
 DK5160_MARK LOGO: WI-035
 DK5160_PROJECTION: FLUSH
 DK5160_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5160+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2011
 DK5160
 DK5160  HISTORY     - Date     Condition        Report By
 DK5160  HISTORY     - 1992     MONUMENTED       WI-035
 DK5160  HISTORY     - 20061129 GOOD             WIDT
 DK5160  HISTORY     - 20111025 GOOD             WIDT
 DK5160
 DK5160                          STATION DESCRIPTION
 DK5160
 DK5160'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5160'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DK5160'HIGHWAY M TO THE WEST AND DEER LANE TO THE EAST ABOUT 7 MI (11.3 KM)
 DK5160'EAST OF THE CITY OF AUGUSTA, GO NORTH THEN EAST ON COUNTY HIGHWAY H
 DK5160'FOR 3.9 MI (6.3 KM) TO ROCK DAM ROAD ON THE RIGHT AND THE STATION ON
 DK5160'THE RIGHT.  THE STATION IS A BRONZE EAU CLAIRE COUNTY GEODETIC CONTROL
 DK5160'STATION DISK SET IN THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE
 DK5160'POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE
 DK5160'HIGHWAY PAVEMENT.  THE STATION IS 11.4 M (37.4 FT) SOUTHEAST OF THE
 DK5160'CENTERLINE OF COUNTY HIGHWAY H, 44.5 M (146.0 FT) SOUTHWEST OF THE
 DK5160'CENTERLINE OF ROCK DAM ROAD, 27.2 M (89.2 FT) EAST-NORTHEAST OF A WOOD
 DK5160'POST FOR A --ROCK DAM COUNTY PARK-- SIGN, AND 1.0 M (3.3 FT) WEST,
 DK5160'NORTHEAST, AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5160'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5160'THAN 20 DEGREES ABOVE THE HORIZON.
 DK5160
 DK5160                          STATION RECOVERY (2011)
 DK5160
 DK5160'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5161 ***********************************************************************
 DK5161  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5161  DESIGNATION -  BRIDGE CREEK GPS
 DK5161  PID         -  DK5161
 DK5161  STATE/COUNTY-  WI/EAU CLAIRE
 DK5161  COUNTRY     -  US
 DK5161  USGS QUAD   -  AUGUSTA EAST (2018)
 DK5161
 DK5161                         *CURRENT SURVEY CONTROL
 DK5161  ______________________________________________________________________
 DK5161* NAD 83(2011) POSITION- 44 42 15.80639(N) 091 04 26.38062(W)   ADJUSTED
 DK5161* NAD 83(2011) ELLIP HT-   271.103 (meters)        (06/27/12)   ADJUSTED
 DK5161* NAD 83(2011) EPOCH   -  2010.00
 DK5161* NAVD 88 ORTHO HEIGHT -   302.85  (meters)      993.6   (feet) GPS OBS
 DK5161  ______________________________________________________________________
 DK5161  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5161  GEOID HEIGHT    -        -31.750 (meters)                     GEOID12A
 DK5161  GEOID HEIGHT    -        -31.753 (meters)                     GEOID18
 DK5161  NAD 83(2011) X  -    -85,114.000 (meters)                     COMP
 DK5161  NAD 83(2011) Y  - -4,540,154.774 (meters)                     COMP
 DK5161  NAD 83(2011) Z  -  4,464,250.317 (meters)                     COMP
 DK5161  LAPLACE CORR    -         -5.77  (seconds)                    DEFLEC18
 DK5161
 DK5161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5161  Standards:
 DK5161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5161  -------------------------------------------------------------------
 DK5161  NETWORK    0.64   1.08           0.29   0.23   0.55     -0.06607015
 DK5161  -------------------------------------------------------------------
 DK5161  Click here for local accuracies and other accuracy information.
 DK5161
 DK5161.The horizontal coordinates were established by GPS observations
 DK5161.and adjusted by the National Geodetic Survey in June 2012.
 DK5161
 DK5161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5161.been affixed to the stable North American tectonic plate. See 
 DK5161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5161
 DK5161.The horizontal coordinates are valid at the epoch date displayed above
 DK5161.which is a decimal equivalence of Year/Month/Day.
 DK5161
 DK5161.The orthometric height was determined by GPS observations and a
 DK5161.high-resolution geoid model using precise GPS observation and
 DK5161.processing techniques.
 DK5161
 DK5161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5161.GEOID18 height accuracy estimate available here.
 DK5161
 DK5161.Click photographs - Photos may exist for this station.
 DK5161
 DK5161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5161
 DK5161.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5161
 DK5161.The ellipsoidal height was determined by GPS observations
 DK5161.and is referenced to NAD 83.
 DK5161
 DK5161. The following values were computed from the NAD 83(2011) position.
 DK5161
 DK5161;                    North         East     Units Scale Factor Converg.
 DK5161;SPC WI C     -    97,353.109   514,891.775   MT  0.99994518   -0 45 28.0
 DK5161;SPC WI C     -   319,399.33  1,689,274.10   sFT  0.99994518   -0 45 28.0
 DK5161;UTM  15      - 4,951,917.112   652,577.542   MT  0.99988628   +1 21 18.4
 DK5161
 DK5161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5161!SPC WI C     -   0.99995749  x   0.99994518  =   0.99990268
 DK5161!UTM  15      -   0.99995749  x   0.99988628  =   0.99984378
 DK5161
 DK5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5257751917(NAD 83)
 DK5161
 DK5161                          SUPERSEDED SURVEY CONTROL
 DK5161
 DK5161  ELLIP H (01/19/10)  271.130  (m)                       GP(       ) 3 1
 DK5161  NAD 83(2007)-  44 42 15.80658(N)    091 04 26.38148(W) AD(2002.00) 1
 DK5161  ELLIP H (07/29/08)  271.129  (m)                       GP(2002.00) 3 1
 DK5161  NAVD 88 (07/29/08)  302.84   (m)  GEOID03  model used  GPS OBS        
 DK5161
 DK5161.Superseded values are not recommended for survey control.
 DK5161
 DK5161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5161.See file dsdata.pdf to determine how the superseded data were derived.
 DK5161
 DK5161_MARKER: DD = SURVEY DISK
 DK5161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5161_STAMPING: BRIDGE CREEK GPS 1992
 DK5161_MARK LOGO: WI-035
 DK5161_PROJECTION: RECESSED 30 CENTIMETERS
 DK5161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5161+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2016
 DK5161
 DK5161  HISTORY     - Date     Condition        Report By
 DK5161  HISTORY     - 1992     MONUMENTED       WI-035
 DK5161  HISTORY     - 20061128 GOOD             WIDT
 DK5161  HISTORY     - 20111026 GOOD             WIDT
 DK5161  HISTORY     - 20160831 GOOD             WIDT
 DK5161
 DK5161                          STATION DESCRIPTION
 DK5161
 DK5161'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5161'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 DK5161'HIGHWAY 27 WITH COUNTY HIGHWAY CF ABOUT 1 MI (1.6 KM) EAST OF THE CITY
 DK5161'OF AUGUSTA, GO NORTHEAST ON COUNTY HIGHWAY CF FOR 0.65 MI (1.0 KM) TO
 DK5161'KELLY ROAD, TURN LEFT AND GO NORTH ON KELLY ROAD FOR 1.1 MI (1.8 KM)
 DK5161'TO KAROW ROAD, CONTINUE NORTH ON KELLY ROAD FOR 0.65 MI (1.0 KM) TO
 DK5161'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE EAU CLAIRE COUNTY
 DK5161'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 30-CM (12 INCH)
 DK5161'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DK5161'WITH THE ROAD PAVEMENT.  THE STATION IS 5.5 M (18.0 FT) EAST OF THE
 DK5161'CENTERLINE OF KELLY ROAD, 56 M (183.7 FT) SOUTH-SOUTHEAST OF A WOOD
 DK5161'POST FOR A --SLOW DANGEROUS DRIVEWAY-- SIGN, 33 M (108.3 FT) NORTH OF
 DK5161'THE EXTENDED CENTER OF A PRIVATE ENTRANCE --S8888--, AND 1.0 M (3.3
 DK5161'FT) NORTH AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5161'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5161'THAN 15 DEGREES ABOVE THE HORIZON.
 DK5161
 DK5161                          STATION RECOVERY (2011)
 DK5161
 DK5161'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5161'RECOVERED IN GOOD CONDITION.
 DK5161
 DK5161                          STATION RECOVERY (2016)
 DK5161
 DK5161'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DK5161'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5196 ***********************************************************************
 DK5196  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5196  DESIGNATION -  BRIDGE CREEK SOUTH GPS
 DK5196  PID         -  DK5196
 DK5196  STATE/COUNTY-  WI/EAU CLAIRE
 DK5196  COUNTRY     -  US
 DK5196  USGS QUAD   -  PRICE (2018)
 DK5196
 DK5196                         *CURRENT SURVEY CONTROL
 DK5196  ______________________________________________________________________
 DK5196* NAD 83(2011) POSITION- 44 36 14.11832(N) 091 07 21.10498(W)   ADJUSTED
 DK5196* NAD 83(2011) ELLIP HT-   311.915 (meters)        (06/27/12)   ADJUSTED
 DK5196* NAD 83(2011) EPOCH   -  2010.00
 DK5196* NAVD 88 ORTHO HEIGHT -   343.70  (meters)     1127.6   (feet) GPS OBS
 DK5196  ______________________________________________________________________
 DK5196  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5196  GEOID HEIGHT    -        -31.785 (meters)                     GEOID12A
 DK5196  GEOID HEIGHT    -        -31.783 (meters)                     GEOID18
 DK5196  NAD 83(2011) X  -    -89,114.176 (meters)                     COMP
 DK5196  NAD 83(2011) Y  - -4,547,955.700 (meters)                     COMP
 DK5196  NAD 83(2011) Z  -  4,456,336.559 (meters)                     COMP
 DK5196  LAPLACE CORR    -         -7.41  (seconds)                    DEFLEC18
 DK5196
 DK5196  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5196  Standards:
 DK5196         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5196            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5196  -------------------------------------------------------------------
 DK5196  NETWORK    0.31   0.29           0.14   0.11   0.15      0.10656959
 DK5196  -------------------------------------------------------------------
 DK5196  Click here for local accuracies and other accuracy information.
 DK5196
 DK5196.The horizontal coordinates were established by GPS observations
 DK5196.and adjusted by the National Geodetic Survey in June 2012.
 DK5196
 DK5196.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5196.been affixed to the stable North American tectonic plate. See 
 DK5196.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5196
 DK5196.The horizontal coordinates are valid at the epoch date displayed above
 DK5196.which is a decimal equivalence of Year/Month/Day.
 DK5196
 DK5196.The orthometric height was determined by GPS observations and a
 DK5196.high-resolution geoid model using precise GPS observation and
 DK5196.processing techniques.
 DK5196
 DK5196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5196.GEOID18 height accuracy estimate available here.
 DK5196
 DK5196.Click photographs - Photos may exist for this station.
 DK5196
 DK5196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5196
 DK5196.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5196
 DK5196.The ellipsoidal height was determined by GPS observations
 DK5196.and is referenced to NAD 83.
 DK5196
 DK5196. The following values were computed from the NAD 83(2011) position.
 DK5196
 DK5196;                    North         East     Units Scale Factor Converg.
 DK5196;SPC WI C     -    86,242.160   510,891.595   MT  0.99995194   -0 47 31.3
 DK5196;SPC WI C     -   282,946.15  1,676,150.17   sFT  0.99995194   -0 47 31.3
 DK5196;UTM  15      - 4,940,667.081   648,989.749   MT  0.99987298   +1 19 07.0
 DK5196
 DK5196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5196!SPC WI C     -   0.99995110  x   0.99995194  =   0.99990304
 DK5196!UTM  15      -   0.99995110  x   0.99987298  =   0.99982408
 DK5196
 DK5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4898940667(NAD 83)
 DK5196
 DK5196                          SUPERSEDED SURVEY CONTROL
 DK5196
 DK5196  ELLIP H (01/19/10)  311.944  (m)                       GP(       ) 3 1
 DK5196  NAD 83(2007)-  44 36 14.11851(N)    091 07 21.10592(W) AD(2002.00) 1
 DK5196  ELLIP H (07/29/08)  311.943  (m)                       GP(2002.00) 3 1
 DK5196  NAVD 88 (07/29/08)  343.68   (m)  GEOID03  model used  GPS OBS        
 DK5196
 DK5196.Superseded values are not recommended for survey control.
 DK5196
 DK5196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5196.See file dsdata.pdf to determine how the superseded data were derived.
 DK5196
 DK5196_MARKER: DD = SURVEY DISK
 DK5196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5196_STAMPING: BRIDGE CREEK SOUTH GPS 1992
 DK5196_MARK LOGO: WI-035
 DK5196_PROJECTION: FLUSH
 DK5196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5196+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2010
 DK5196
 DK5196  HISTORY     - Date     Condition        Report By
 DK5196  HISTORY     - 1992     MONUMENTED       WI-035
 DK5196  HISTORY     - 20061030 GOOD             WIDT
 DK5196  HISTORY     - 20100918 GOOD             GEOCAC
 DK5196
 DK5196                          STATION DESCRIPTION
 DK5196
 DK5196'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5196'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DK5196'HIGHWAY M ABOUT 4 MI (6.4 KM) EAST OF THE CITY OF OSSEO, GO NORTHERLY
 DK5196'ON COUNTY HIGHWAY M FOR 1.5 MI (2.4 KM) TO DOLOTTA ROAD ON THE LEFT
 DK5196'AND EHMITT LANE ON THE RIGHT, TURN LEFT AND GO WEST ON DOLOTTA ROAD
 DK5196'FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DK5196'BRONZE EAU CLAIRE COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP
 DK5196'OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5196'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DK5196'7.6 M (24.9 FT) NORTH OF THE CENTERLINE OF DOLOTTA ROAD, 34 M (111.5
 DK5196'FT) EAST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT)
 DK5196'NORTH, EAST, AND WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 0.6 M
 DK5196'(2.0 FT) SOUTH OF A BARBED WIRE FENCE.  ---NOTE---THIS STATION HAS NO
 DK5196'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5196'HORIZON.
 DK5196
 DK5196                          STATION RECOVERY (2010)
 DK5196
 DK5196'RECOVERY NOTE BY GEOCACHING 2010 (DMC)
 DK5196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5292 ***********************************************************************
 DK5292  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5292  DESIGNATION -  BRIDGE CREEK W GPS
 DK5292  PID         -  DK5292
 DK5292  STATE/COUNTY-  WI/EAU CLAIRE
 DK5292  COUNTRY     -  US
 DK5292  USGS QUAD   -  LAKE EAU CLAIRE EAST (2018)
 DK5292
 DK5292                         *CURRENT SURVEY CONTROL
 DK5292  ______________________________________________________________________
 DK5292* NAD 83(2011) POSITION- 44 45 16.99081(N) 091 02 38.45491(W)   ADJUSTED
 DK5292* NAD 83(2011) ELLIP HT-   262.452 (meters)        (06/27/12)   ADJUSTED
 DK5292* NAD 83(2011) EPOCH   -  2010.00
 DK5292* NAVD 88 ORTHO HEIGHT -   294.16  (meters)      965.1   (feet) GPS OBS
 DK5292  ______________________________________________________________________
 DK5292  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5292  GEOID HEIGHT    -        -31.713 (meters)                     GEOID12A
 DK5292  GEOID HEIGHT    -        -31.716 (meters)                     GEOID18
 DK5292  NAD 83(2011) X  -    -82,666.572 (meters)                     COMP
 DK5292  NAD 83(2011) Y  - -4,536,256.975 (meters)                     COMP
 DK5292  NAD 83(2011) Z  -  4,468,217.786 (meters)                     COMP
 DK5292  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC18
 DK5292
 DK5292  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5292  Standards:
 DK5292         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5292            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5292  -------------------------------------------------------------------
 DK5292  NETWORK    0.53   0.94           0.24   0.19   0.48     -0.09108585
 DK5292  -------------------------------------------------------------------
 DK5292  Click here for local accuracies and other accuracy information.
 DK5292
 DK5292.The horizontal coordinates were established by GPS observations
 DK5292.and adjusted by the National Geodetic Survey in June 2012.
 DK5292
 DK5292.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5292.been affixed to the stable North American tectonic plate. See 
 DK5292.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5292
 DK5292.The horizontal coordinates are valid at the epoch date displayed above
 DK5292.which is a decimal equivalence of Year/Month/Day.
 DK5292
 DK5292.The orthometric height was determined by GPS observations and a
 DK5292.high-resolution geoid model using precise GPS observation and
 DK5292.processing techniques.
 DK5292
 DK5292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5292.GEOID18 height accuracy estimate available here.
 DK5292
 DK5292.Click photographs - Photos may exist for this station.
 DK5292
 DK5292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5292
 DK5292.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5292
 DK5292.The ellipsoidal height was determined by GPS observations
 DK5292.and is referenced to NAD 83.
 DK5292
 DK5292. The following values were computed from the NAD 83(2011) position.
 DK5292
 DK5292;                    North         East     Units Scale Factor Converg.
 DK5292;SPC WI C     -   102,914.237   517,339.243   MT  0.99994294   -0 44 11.9
 DK5292;SPC WI C     -   337,644.46  1,697,303.83   sFT  0.99994294   -0 44 11.9
 DK5292;UTM  15      - 4,957,564.415   654,818.138   MT  0.99989475   +1 22 38.7
 DK5292
 DK5292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5292!SPC WI C     -   0.99995885  x   0.99994294  =   0.99990179
 DK5292!UTM  15      -   0.99995885  x   0.99989475  =   0.99985361
 DK5292
 DK5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5481857564(NAD 83)
 DK5292
 DK5292                          SUPERSEDED SURVEY CONTROL
 DK5292
 DK5292  ELLIP H (01/19/10)  262.479  (m)                       GP(       ) 3 1
 DK5292  NAD 83(2007)-  44 45 16.99101(N)    091 02 38.45578(W) AD(2002.00) 1
 DK5292  ELLIP H (07/29/08)  262.477  (m)                       GP(2002.00) 3 1
 DK5292  NAVD 88 (07/29/08)  294.15   (m)  GEOID03  model used  GPS OBS        
 DK5292
 DK5292.Superseded values are not recommended for survey control.
 DK5292
 DK5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5292.See file dsdata.pdf to determine how the superseded data were derived.
 DK5292
 DK5292_MARKER: DD = SURVEY DISK
 DK5292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5292_STAMPING: BRIDGE CREEK W GPS 2005
 DK5292_MARK LOGO: WIDT
 DK5292_PROJECTION: FLUSH
 DK5292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK5292+STABILITY: SURFACE MOTION
 DK5292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5292+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2016
 DK5292
 DK5292  HISTORY     - Date     Condition        Report By
 DK5292  HISTORY     - 2004     MONUMENTED       WIDT
 DK5292  HISTORY     - 20061129 GOOD             WIDT
 DK5292  HISTORY     - 20111025 GOOD             WIDT
 DK5292  HISTORY     - 20160831 GOOD             WIDT
 DK5292
 DK5292                          STATION DESCRIPTION
 DK5292
 DK5292'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5292'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH COUNTY
 DK5292'HIGHWAY GG ABOUT 4 MI NORTH OF THE CITY OF AUGUSTA, GO EAST ON COUNTY
 DK5292'HIGHWAY GG FOR 1.5 MI TO THE JUNCTION OF COUNTY HIGHWAY G (SOUTH) ON
 DK5292'THE RIGHT, COUNTY HIGHWAY G (NORTH) STRAIGHT AHEAD, AND JACK PINE ROAD
 DK5292'ON THE LEFT, CONTINUE STRAIGHT AHEAD ON COUNTY HIGHWAY G FOR 3.2 MI TO
 DK5292'CHANNEY ROAD ON THE RIGHT, CONTINUE NORTHEAST ON COUNTY HIGHWAY G FOR
 DK5292'0.75 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DK5292'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DK5292'IN THE TOP OF A 40-CM DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED
 DK5292'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DK5292'STATION IS 11.1 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY G, 14 M
 DK5292'SOUTH OF AN ENTRANCE TO A HORSE TRAIL PARKING AREA, 3.2 M SOUTH OF A
 DK5292'WOOD POST FOR A --HORSE TRAIL PARKING LOT-- SIGN, AND 1.0 M WEST,
 DK5292'NORTHEAST, AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5292'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5292'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTH
 DK5292'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DK5292
 DK5292                          STATION RECOVERY (2011)
 DK5292
 DK5292'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5292'RECOVERED IN GOOD CONDITION.
 DK5292
 DK5292                          STATION RECOVERY (2016)
 DK5292
 DK5292'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DK5292'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0326 ***********************************************************************
 PM0326  DESIGNATION -  BRIDGE S
 PM0326  PID         -  PM0326
 PM0326  STATE/COUNTY-  WI/KEWAUNEE
 PM0326  COUNTRY     -  US
 PM0326  USGS QUAD   -  KEWAUNEE (2018)
 PM0326
 PM0326                         *CURRENT SURVEY CONTROL
 PM0326  ______________________________________________________________________
 PM0326* NAD 83(1986) POSITION- 44 27 42.     (N) 087 30 12.     (W)   SCALED
 PM0326* NAVD 88 ORTHO HEIGHT -   178.747 (meters)      586.44  (feet) ADJUSTED
 PM0326  ______________________________________________________________________
 PM0326  GEOID HEIGHT    -        -36.332 (meters)                     GEOID18
 PM0326  DYNAMIC HEIGHT  -        178.726 (meters)      586.37  (feet) COMP
 PM0326  MODELED GRAVITY -    980,496.9   (mgal)                       NAVD 88
 PM0326
 PM0326  VERT ORDER      -  FIRST     CLASS I
 PM0326
 PM0326.The horizontal coordinates were scaled from a map and have
 PM0326.an estimated accuracy of +/- 6 seconds.
 PM0326
 PM0326.The orthometric height was determined by differential leveling and
 PM0326.adjusted by the NATIONAL GEODETIC SURVEY
 PM0326.in June 1991.
 PM0326
 PM0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0326.GEOID18 height accuracy estimate available here.
 PM0326
 PM0326.Click photographs - Photos may exist for this station.
 PM0326
 PM0326.The dynamic height is computed by dividing the NAVD 88
 PM0326.geopotential number by the normal gravity value computed on the
 PM0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0326.degrees latitude (g = 980.6199 gals.).
 PM0326
 PM0326.The modeled gravity was interpolated from observed gravity values.
 PM0326
 PM0326;                    North         East    Units  Estimated Accuracy
 PM0326;SPC WI C     -    72,870.      798,650.      MT  (+/- 180 meters Scaled)
 PM0326
 PM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ599232(NAD 83)
 PM0326
 PM0326                          SUPERSEDED SURVEY CONTROL
 PM0326
 PM0326.No superseded survey control is available for this station.
 PM0326
 PM0326_MARKER: Q = CHISELED SQUARE
 PM0326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0326_SP_SET: ABUTMENT
 PM0326_MARK LOGO: NONE
 PM0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0326+STABILITY: SURFACE MOTION
 PM0326
 PM0326  HISTORY     - Date     Condition        Report By
 PM0326  HISTORY     - UNK      MONUMENTED       USLS
 PM0326  HISTORY     - 1975     GOOD             NOS
 PM0326  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 PM0326  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 PM0326  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 PM0326  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0326
 PM0326                          STATION DESCRIPTION
 PM0326
 PM0326'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0326'IN KEWAUNEE.
 PM0326'IN KEWAUNEE, AT THE SOUTH END OF THE HIGHWAY 42 BRIDGE OVER THE
 PM0326'RIVER, ON THE SOUTHEAST SIDE OF THE BRIDGE, AT THE SOUTHWEST END OF
 PM0326'THE APPROACH, 0.6 FT FROM THE RIVER CORNER OF THE ABUTMENT, OUTSIDE
 PM0326'THE GUARDRAIL, BEING THE HIGHEST THE HIGHEST POINT IN A 2.5-INCH
 PM0326'SQUARE FORMED BY THREE LINES CUT IN THE CONCRETE AND EDGE OF THE
 PM0326'ABUTMENT.
 PM0326
 PM0326                          STATION RECOVERY (1995)
 PM0326
 PM0326'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0326'MARK NOT FOUND.
 PM0326
 PM0326                          STATION RECOVERY (2002)
 PM0326
 PM0326'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0326'THE HIGHWAY 42 BRIDGE OVER THE RIVER HAS BEEN RELOCATED AND THE
 PM0326'SOUTHERN ABUTMENT OF THE FORMER BRIDGE HAS BEEN DESTROYED AND TURNED
 PM0326'INTO GRASSY PARK LAND.
 PM0326
 PM0326                          STATION RECOVERY (2004)
 PM0326
 PM0326'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0326'MARK NOT FOUND.
 PM0326
 PM0326                          STATION RECOVERY (2005)
 PM0326
 PM0326'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0326'NOT FOUND.  ADD--THE SOUTHERN ABUTMENT OF THE FORMER BRIDGE HAS BEEN
 PM0326'REMOVED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5335 ***********************************************************************
 DH5335  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5335  DESIGNATION -  BRIDGEPORT E GPS
 DH5335  PID         -  DH5335
 DH5335  STATE/COUNTY-  WI/CRAWFORD
 DH5335  COUNTRY     -  US
 DH5335  USGS QUAD   -  BRIDGEPORT (2018)
 DH5335
 DH5335                         *CURRENT SURVEY CONTROL
 DH5335  ______________________________________________________________________
 DH5335* NAD 83(2011) POSITION- 43 02 53.54586(N) 091 02 44.11155(W)   ADJUSTED
 DH5335* NAD 83(2011) ELLIP HT-   313.392 (meters)        (06/27/12)   ADJUSTED
 DH5335* NAD 83(2011) EPOCH   -  2010.00
 DH5335* NAVD 88 ORTHO HEIGHT -   345.28  (meters)     1132.8   (feet) GPS OBS
 DH5335  ______________________________________________________________________
 DH5335  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5335  GEOID HEIGHT    -        -31.888 (meters)                     GEOID12A
 DH5335  GEOID HEIGHT    -        -31.898 (meters)                     GEOID18
 DH5335  NAD 83(2011) X  -    -85,190.906 (meters)                     COMP
 DH5335  NAD 83(2011) Y  - -4,667,750.904 (meters)                     COMP
 DH5335  NAD 83(2011) Z  -  4,331,630.906 (meters)                     COMP
 DH5335  LAPLACE CORR    -         -7.44  (seconds)                    DEFLEC18
 DH5335
 DH5335  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5335  Standards:
 DH5335         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5335            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5335  -------------------------------------------------------------------
 DH5335  NETWORK    0.30   0.49           0.14   0.10   0.25      0.14108323
 DH5335  -------------------------------------------------------------------
 DH5335  Click here for local accuracies and other accuracy information.
 DH5335
 DH5335.The horizontal coordinates were established by GPS observations
 DH5335.and adjusted by the National Geodetic Survey in June 2012.
 DH5335
 DH5335.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5335.been affixed to the stable North American tectonic plate. See 
 DH5335.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5335
 DH5335.The horizontal coordinates are valid at the epoch date displayed above
 DH5335.which is a decimal equivalence of Year/Month/Day.
 DH5335
 DH5335.The orthometric height was determined by GPS observations and a
 DH5335.high-resolution geoid model using precise GPS observation and
 DH5335.processing techniques.
 DH5335
 DH5335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5335.GEOID18 height accuracy estimate available here.
 DH5335
 DH5335.Click photographs - Photos may exist for this station.
 DH5335
 DH5335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5335
 DH5335.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5335
 DH5335.The ellipsoidal height was determined by GPS observations
 DH5335.and is referenced to NAD 83.
 DH5335
 DH5335. The following values were computed from the NAD 83(2011) position.
 DH5335
 DH5335;                    North         East     Units Scale Factor Converg.
 DH5335;SPC WI S     -   116,979.837   514,814.915   MT  0.99995142   -0 43 06.3
 DH5335;SPC WI S     -   383,791.35  1,689,021.93   sFT  0.99995142   -0 43 06.3
 DH5335;UTM  15      - 4,768,021.723   659,178.580   MT  0.99991171   +1 20 03.8
 DH5335
 DH5335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5335!SPC WI S     -   0.99995086  x   0.99995142  =   0.99990228
 DH5335!UTM  15      -   0.99995086  x   0.99991171  =   0.99986257
 DH5335
 DH5335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5917868021(NAD 83)
 DH5335
 DH5335                          SUPERSEDED SURVEY CONTROL
 DH5335
 DH5335  NAD 83(2007)-  43 02 53.54591(N)    091 02 44.11241(W) AD(2002.00) 0
 DH5335  ELLIP H (02/10/07)  313.424  (m)                       GP(2002.00)    
 DH5335  NAD 83(1997)-  43 02 53.54579(N)    091 02 44.11288(W) AD(       ) 1
 DH5335  ELLIP H (08/01/05)  313.435  (m)                       GP(       ) 2 1
 DH5335  NAVD 88 (07/26/07)  345.29   (m)  GEOID03  model used  GPS OBS        
 DH5335
 DH5335.Superseded values are not recommended for survey control.
 DH5335
 DH5335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5335.See file dsdata.pdf to determine how the superseded data were derived.
 DH5335
 DH5335_MARKER: DD = SURVEY DISK
 DH5335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5335_STAMPING: BRIDGEPORT E GPS 2004
 DH5335_MARK LOGO: WIDT
 DH5335_PROJECTION: FLUSH
 DH5335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5335+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2007
 DH5335
 DH5335  HISTORY     - Date     Condition        Report By
 DH5335  HISTORY     - 2003     MONUMENTED       WIDT
 DH5335  HISTORY     - 20071030 GOOD             WIDT
 DH5335
 DH5335                          STATION DESCRIPTION
 DH5335
 DH5335'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5335'OWNERSHIP--TOWN OF BRIDGEPORT.  TO REACH THE STATION FROM THE JUNCTION
 DH5335'OF STATE  HIGHWAY 27 (EAST BLACKHAWK AVENUE) WITH STATE HIGHWAY 35
 DH5335'(SOUTH MARQUETTE ROAD) IN  THE CITY OF PRAIRIE DU CHIEN, GO
 DH5335'EAST-NORTHEAST ON STATE HIGHWAY 27 (EAST BLACKHAWK  AVENUE) FOR 3.6 MI
 DH5335'TO IRISH RIDGE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON IRISH
 DH5335'RIDGE  ROAD FOR 0.9 MI TO BOUSKA ROAD, TURN RIGHT AND GO SOUTH ON
 DH5335'BOUSKA ROAD FOR 0.65 MI TO  SOUTH RIDGE ON THE LEFT, TURN LEFT AND GO
 DH5335'EAST-SOUTHEAST ON SOUTH RIDGE ROAD FOR 1.0 MI  TO THE STATION ON THE
 DH5335'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5335'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5335'A 41-CM DIAMETER  CONCRETE POST ABOUT 1 M ABOVE THE ROAD PAVEMENT.
 DH5335'THE STATION IS 5.6 M SOUTH OF THE  CENTERLINE OF SOUTH RIDGE ROAD,
 DH5335'79.8 M WEST-SOUTHWEST OF A POWER POLE, 18.6 M  SOUTHEAST OF A POWER
 DH5335'POLE, 1 M NORTH OF A CULTIVATED FIELD, 1.0 M EAST OF AN ORANGE 4X4
 DH5335'PLASTIC WITNESS POST, AND 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5335'POST.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5335'HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH5335
 DH5335                          STATION RECOVERY (2007)
 DH5335
 DH5335'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5335'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.13 MILE WEST OF
 DH5335'PRIVATE ENTRANCE --58994--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5039 ***********************************************************************
 DH5039  DESIGNATION -  BRIDGEPORT S GPS
 DH5039  PID         -  DH5039
 DH5039  STATE/COUNTY-  WI/CRAWFORD
 DH5039  COUNTRY     -  US
 DH5039  USGS QUAD   -  BRIDGEPORT (2018)
 DH5039
 DH5039                         *CURRENT SURVEY CONTROL
 DH5039  ______________________________________________________________________
 DH5039* NAD 83(2011) POSITION- 43 00 26.25812(N) 091 03 27.11944(W)   ADJUSTED
 DH5039* NAD 83(2011) ELLIP HT-   200.642 (meters)        (06/27/12)   ADJUSTED
 DH5039* NAD 83(2011) EPOCH   -  2010.00
 DH5039* NAVD 88 ORTHO HEIGHT -   232.497 (meters)      762.78  (feet) ADJUSTED
 DH5039  ______________________________________________________________________
 DH5039  GEOID HEIGHT    -        -31.865 (meters)                     GEOID18
 DH5039  NAD 83(2011) X  -    -86,219.890 (meters)                     COMP
 DH5039  NAD 83(2011) Y  - -4,670,751.649 (meters)                     COMP
 DH5039  NAD 83(2011) Z  -  4,328,231.198 (meters)                     COMP
 DH5039  LAPLACE CORR    -         -6.50  (seconds)                    DEFLEC18
 DH5039  DYNAMIC HEIGHT  -        232.439 (meters)      762.59  (feet) COMP
 DH5039  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 DH5039
 DH5039  VERT ORDER      -  SECOND    CLASS I
 DH5039
 DH5039  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5039  Standards:
 DH5039         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5039            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5039  -------------------------------------------------------------------
 DH5039  NETWORK    0.33   0.53           0.15   0.11   0.27      0.15485155
 DH5039  -------------------------------------------------------------------
 DH5039  Click here for local accuracies and other accuracy information.
 DH5039
 DH5039.The horizontal coordinates were established by GPS observations
 DH5039.and adjusted by the National Geodetic Survey in June 2012.
 DH5039
 DH5039.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5039.been affixed to the stable North American tectonic plate. See 
 DH5039.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5039
 DH5039.The horizontal coordinates are valid at the epoch date displayed above
 DH5039.which is a decimal equivalence of Year/Month/Day.
 DH5039
 DH5039.The orthometric height was determined by differential leveling and
 DH5039.adjusted by the WI DEPT OF TRANSP
 DH5039.in May 2012.
 DH5039
 DH5039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5039.GEOID18 height accuracy estimate available here.
 DH5039
 DH5039.Click photographs - Photos may exist for this station.
 DH5039
 DH5039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5039
 DH5039.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5039
 DH5039.The ellipsoidal height was determined by GPS observations
 DH5039.and is referenced to NAD 83.
 DH5039
 DH5039.The dynamic height is computed by dividing the NAVD 88
 DH5039.geopotential number by the normal gravity value computed on the
 DH5039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5039.degrees latitude (g = 980.6199 gals.).
 DH5039
 DH5039.The modeled gravity was interpolated from observed gravity values.
 DH5039
 DH5039. The following values were computed from the NAD 83(2011) position.
 DH5039
 DH5039;                    North         East     Units Scale Factor Converg.
 DH5039;SPC WI S     -   112,447.499   513,784.023   MT  0.99995605   -0 43 35.9
 DH5039;SPC WI S     -   368,921.50  1,685,639.75   sFT  0.99995605   -0 43 35.9
 DH5039;UTM  15      - 4,763,455.573   658,310.700   MT  0.99990832   +1 19 30.8
 DH5039
 DH5039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5039!SPC WI S     -   0.99996854  x   0.99995605  =   0.99992459
 DH5039!UTM  15      -   0.99996854  x   0.99990832  =   0.99987686
 DH5039
 DH5039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5831063455(NAD 83)
 DH5039
 DH5039                          SUPERSEDED SURVEY CONTROL
 DH5039
 DH5039  NAD 83(2007)-  43 00 26.25817(N)    091 03 27.12029(W) AD(2002.00) 0
 DH5039  ELLIP H (02/10/07)  200.675  (m)                       GP(2002.00)    
 DH5039  NAD 83(1997)-  43 00 26.25805(N)    091 03 27.12077(W) AD(       ) 1
 DH5039  ELLIP H (08/01/05)  200.686  (m)                       GP(       ) 2 1
 DH5039  NAVD 88             232.49   (m)          762.8    (f) LEVELING    3  
 DH5039  NAVD 88 (04/20/07)  232.491  (m)          762.76   (f) SUPERSEDED  2 1
 DH5039
 DH5039.Superseded values are not recommended for survey control.
 DH5039
 DH5039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5039.See file dsdata.pdf to determine how the superseded data were derived.
 DH5039
 DH5039_MARKER: DD = SURVEY DISK
 DH5039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5039_STAMPING: BRIDGEPORT S GPS 2004
 DH5039_MARK LOGO: WIDT
 DH5039_PROJECTION: FLUSH
 DH5039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5039+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DH5039
 DH5039  HISTORY     - Date     Condition        Report By
 DH5039  HISTORY     - 2003     MONUMENTED       WIDT
 DH5039  HISTORY     - 20051227 GOOD             WIDT
 DH5039  HISTORY     - 20071029 GOOD             WIDT
 DH5039
 DH5039                          STATION DESCRIPTION
 DH5039
 DH5039'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5039'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5039'STATION FROM THE  JUNCTION OF US HIGHWAY 18 AND STATE HIGHWAY 35 WITH
 DH5039'STATE HIGHWAY 60 ABOUT 4 MI  EAST-SOUTHEAST OF THE CITY OF PRAIRIE DU
 DH5039'CHIEN, GO SOUTHEAST ON US HIGHWAY 18 FOR 0.1 MI  TO THE STATION ON THE
 DH5039'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5039'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5039'A 41-CM DIAMETER  CONCRETE POST ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.
 DH5039'THE STATION IS 20.4 M SOUTHWEST  OF THE CENTERLINE OF THE SOUTHBOUND
 DH5039'LANES OF US HIGHWAY 18 AND STATE HIGHWAY 35, 102 M  SOUTH-SOUTHEAST OF
 DH5039'THE SOUTHWESTERN WOOD POST FOR A --PATCH GROVE 8, MADISON 90--  SIGN,
 DH5039'4 M NORTHEAST OF A CULTIVATED FIELD, 1.0 M SOUTH OF AN ORANGE 4X4
 DH5039'PLASTIC WITNESS  POST, 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5039'POST ANS 1.0 M NORTHEAST OF AN ORANGE  4X4 PLASTIC WITNESS POST.
 DH5039'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING  HIGHER
 DH5039'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5039
 DH5039                          STATION RECOVERY (2005)
 DH5039
 DH5039'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5039'RECOVERED AS DESCRIBED.
 DH5039
 DH5039                          STATION RECOVERY (2007)
 DH5039
 DH5039'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5039'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 35 M SOUTH OF AN 80
 DH5039'CM DIAMETER CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1187 ***********************************************************************
 OM1187  DESIGNATION -  BRIGGS
 OM1187  PID         -  OM1187
 OM1187  STATE/COUNTY-  WI/COLUMBIA
 OM1187  COUNTRY     -  US
 OM1187  USGS QUAD   -  PINE ISLAND (2018)
 OM1187
 OM1187                         *CURRENT SURVEY CONTROL
 OM1187  ______________________________________________________________________
 OM1187* NAD 83(1991) POSITION- 43 37 11.05475(N) 089 36 13.09160(W)   ADJUSTED
 OM1187* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 OM1187  ______________________________________________________________________
 OM1187  GEOID HEIGHT    -        -35.585 (meters)                     GEOID18
 OM1187  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 OM1187  HORZ ORDER      -  THIRD
 OM1187
 OM1187.The horizontal coordinates were established by classical geodetic methods
 OM1187.and adjusted by the National Geodetic Survey in November 1991.
 OM1187
 OM1187.The orthometric height was scaled from a topographic map.
 OM1187
 OM1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1187.GEOID18 height accuracy estimate available here.
 OM1187
 OM1187.Click photographs - Photos may exist for this station.
 OM1187
 OM1187.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1187
 OM1187. The following values were computed from the NAD 83(1991) position.
 OM1187
 OM1187;                    North         East     Units Scale Factor Converg.
 OM1187;SPC WI S     -   180,014.400   631,991.093   MT  0.99993980   +0 16 20.4
 OM1187;SPC WI S     -   590,597.24  2,073,457.44   sFT  0.99993980   +0 16 20.4
 OM1187;UTM  16      - 4,832,933.342   289,923.580   MT  1.00014287   -1 47 48.6
 OM1187
 OM1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1187!SPC WI S     -   0.99996450  x   0.99993980  =   0.99990431
 OM1187!UTM  16      -   0.99996450  x   1.00014287  =   1.00010737
 OM1187
 OM1187:                Primary Azimuth Mark                     Grid Az
 OM1187:SPC WI S     -  BRIGGS AZ MK                             268 18 51.3
 OM1187:UTM  16      -  BRIGGS AZ MK                             270 23 00.3
 OM1187
 OM1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8992332933(NAD 83)
 OM1187
 OM1187|---------------------------------------------------------------------|
 OM1187| PID    Reference Object                     Distance      Geod. Az  |
 OM1187|                                                           dddmmss.s |
 OM1187| CI9087 BRIGGS RM 1                           8.193 METERS 09351     |
 OM1187| CI9088 BRIGGS RM 2                           8.656 METERS 26810     |
 OM1187| CI9086 BRIGGS AZ MK                                       2683511.7 |
 OM1187|---------------------------------------------------------------------|
 OM1187
 OM1187                          SUPERSEDED SURVEY CONTROL
 OM1187
 OM1187  NAD 83(1986)-  43 37 11.04820(N)    089 36 13.09797(W) AD(       ) 3
 OM1187  NAD 27      -  43 37 11.12310(N)    089 36 12.65690(W) AD(       ) 3
 OM1187
 OM1187.Superseded values are not recommended for survey control.
 OM1187
 OM1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1187.See file dsdata.pdf to determine how the superseded data were derived.
 OM1187
 OM1187_MARKER: DS = TRIANGULATION STATION DISK
 OM1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1187_STAMPING: BRIGGS 1958
 OM1187_MARK LOGO: CGS
 OM1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1187+STABILITY: SURFACE MOTION
 OM1187
 OM1187  HISTORY     - Date     Condition        Report By
 OM1187  HISTORY     - 1958     MONUMENTED       CGS
 OM1187
 OM1187                          STATION DESCRIPTION
 OM1187
 OM1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1187'THE STATION IS ABOUT 9.5 MILES EAST OF WISCONSIN DELLS, ABOUT
 OM1187'2.75 MILES SOUTHWEST OF BRIGGSVILLE, IN THE NORTHEAST 1/4 OF
 OM1187'SEC. 12, T-13-N, R-7-E, AND ON THE ROAD RIGHT-OF-WAY.  IT IS
 OM1187'46 FEET WEST OF A POWER POLE, 30 FEET NORTH OF THE CENTERLINE
 OM1187'OF A PAVED ROAD, 4 FEET NORTHWEST OF A WHITE WITNESS POST
 OM1187'AND 3 FEET NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 3
 OM1187'INCHES AND THE DISK IS STAMPED BRIGGS 1958.
 OM1187'
 OM1187'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16
 OM1187'AND STATE HIGHWAYS 33 AND 78 (CORNER OF COOK AND WISCONSIN
 OM1187'STREETS) IN PORTAGE, GO NORTHWEST ON U.S. HIGHWAY 16 FOR
 OM1187'1.8 MILES TO THE JUNCTION WITH STATE HIGHWAY 127.  TURN RIGHT
 OM1187'AND GO NORTHWEST ON HIGHWAY 127 FOR 6.6 MILES TO A ROAD FORK.
 OM1187'TAKE THE RIGHT FORK AND GO NORTHWEST ON COUNTY HIGHWAY XX
 OM1187'FOR 0.7 MILE TO AN ANGLE CROSSROAD.  TURN LEFT AND GO WEST
 OM1187'ON A PAVED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 OM1187'
 OM1187'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 OM1187'PAVED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OM1187'
 OM1187'REFERENCE MARK 1 IS 28 FEET NORTH OF THE CENTERLINE OF THE PAVED
 OM1187'ROAD, 23 FEET EAST OF A WHITE WITNESS POST, 20 FEET NORTHWEST
 OM1187'OF A POWER POLE AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 OM1187'PROJECTS 2 INCHES AND THE DISK IS STAMPED BRIGGS NO 1 1958.
 OM1187'
 OM1187'REFERENCE MARK 2 IS 32 FEET WEST OF THE WHITE WITNESS POST,
 OM1187'28 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD AND 1 FOOT
 OM1187'NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND
 OM1187'THE DISK IS STAMPED BRIGGS NO 2 1958.
 OM1187'
 OM1187'THE AZIMUTH MARK IS 47 FEET WEST OF A 24 INCH OAK TREE, 25
 OM1187'FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 3 FEET EAST
 OM1187'OF A WHITE WITNESS POST AND 6 INCHES NORTH OF A WIRE FENCE.
 OM1187'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BRIGGS
 OM1187'1958.
 OM1187'
 OM1187'NOTE--NO MEASUREMENT TAKEN BETWEEN R.M. 1 AND R.M. 2 BECAUSE THE
 OM1187'MARKS WERE SET 186 DEGREES.
 OM1187'
 OM1187'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5588 ***********************************************************************
 DH5588  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5588  DESIGNATION -  BRIGGSVILLE GPS
 DH5588  PID         -  DH5588
 DH5588  STATE/COUNTY-  WI/COLUMBIA
 DH5588  COUNTRY     -  US
 DH5588  USGS QUAD   -  PINE ISLAND (2018)
 DH5588
 DH5588                         *CURRENT SURVEY CONTROL
 DH5588  ______________________________________________________________________
 DH5588* NAD 83(2011) POSITION- 43 36 18.18471(N) 089 33 50.04029(W)   ADJUSTED
 DH5588* NAD 83(2011) ELLIP HT-   205.823 (meters)        (06/27/12)   ADJUSTED
 DH5588* NAD 83(2011) EPOCH   -  2010.00
 DH5588* NAVD 88 ORTHO HEIGHT -   241.43  (meters)      792.1   (feet) GPS OBS
 DH5588  ______________________________________________________________________
 DH5588  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5588  GEOID HEIGHT    -        -35.609 (meters)                     GEOID12A
 DH5588  GEOID HEIGHT    -        -35.612 (meters)                     GEOID18
 DH5588  NAD 83(2011) X  -     35,209.897 (meters)                     COMP
 DH5588  NAD 83(2011) Y  - -4,625,865.437 (meters)                     COMP
 DH5588  NAD 83(2011) Z  -  4,376,562.605 (meters)                     COMP
 DH5588  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 DH5588
 DH5588  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5588  Standards:
 DH5588         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5588            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5588  -------------------------------------------------------------------
 DH5588  NETWORK    0.20   0.29           0.09   0.07   0.15      0.07487370
 DH5588  -------------------------------------------------------------------
 DH5588  Click here for local accuracies and other accuracy information.
 DH5588
 DH5588.The horizontal coordinates were established by GPS observations
 DH5588.and adjusted by the National Geodetic Survey in June 2012.
 DH5588
 DH5588.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5588.been affixed to the stable North American tectonic plate. See 
 DH5588.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5588
 DH5588.The horizontal coordinates are valid at the epoch date displayed above
 DH5588.which is a decimal equivalence of Year/Month/Day.
 DH5588
 DH5588.The orthometric height was determined by GPS observations and a
 DH5588.high-resolution geoid model using precise GPS observation and
 DH5588.processing techniques.
 DH5588
 DH5588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5588.GEOID18 height accuracy estimate available here.
 DH5588
 DH5588.Click photographs - Photos may exist for this station.
 DH5588
 DH5588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5588
 DH5588.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5588
 DH5588.The ellipsoidal height was determined by GPS observations
 DH5588.and is referenced to NAD 83.
 DH5588
 DH5588. The following values were computed from the NAD 83(2011) position.
 DH5588
 DH5588;                    North         East     Units Scale Factor Converg.
 DH5588;SPC WI S     -   178,398.834   635,206.789   MT  0.99993886   +0 17 58.7
 DH5588;SPC WI S     -   585,296.84  2,084,007.61   sFT  0.99993886   +0 17 58.7
 DH5588;UTM  16      - 4,831,202.401   293,079.473   MT  1.00012668   -1 46 08.1
 DH5588
 DH5588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5588!SPC WI S     -   0.99996773  x   0.99993886  =   0.99990659
 DH5588!UTM  16      -   0.99996773  x   1.00012668  =   1.00009440
 DH5588
 DH5588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9307931202(NAD 83)
 DH5588
 DH5588                          SUPERSEDED SURVEY CONTROL
 DH5588
 DH5588  NAD 83(2007)-  43 36 18.18474(N)    089 33 50.04112(W) AD(2002.00) 0
 DH5588  ELLIP H (02/10/07)  205.856  (m)                       GP(2002.00)    
 DH5588  NAD 83(1997)-  43 36 18.18471(N)    089 33 50.04149(W) AD(       ) 1
 DH5588  ELLIP H (08/01/05)  205.858  (m)                       GP(       ) 2 1
 DH5588  NAVD 88 (07/26/07)  241.42   (m)  GEOID03  model used  GPS OBS        
 DH5588
 DH5588.Superseded values are not recommended for survey control.
 DH5588
 DH5588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5588.See file dsdata.pdf to determine how the superseded data were derived.
 DH5588
 DH5588_MARKER: DD = SURVEY DISK
 DH5588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5588_STAMPING: BRIGGSVILLE GPS 1994
 DH5588_MARK LOGO: WIDT
 DH5588_PROJECTION: FLUSH
 DH5588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5588+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DH5588
 DH5588  HISTORY     - Date     Condition        Report By
 DH5588  HISTORY     - 1994     MONUMENTED       WI-021
 DH5588  HISTORY     - 20030814 GOOD             WIDT
 DH5588  HISTORY     - 20080506 GOOD             WIDT
 DH5588
 DH5588                          STATION DESCRIPTION
 DH5588
 DH5588'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5588'OWNERSHIP--TOWN OF LEWISTON.  TO REACH THE STATION FROM THE JUNCTION
 DH5588'OF STATE  HIGHWAY 127 WITH COUNTY HIGHWAY AA ABOUT 8 MI NORTHWEST OF
 DH5588'THE CITY OF PORTAGE, GO  SOUTHEAST ON STATE HIGHWAY 127 FOR 1.9 MI TO
 DH5588'ANACKER ROAD ON THE LEFT, TURN LEFT AND GO  NORTH ON ANACKER ROAD FOR
 DH5588'0.8 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5588'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARKER DISK
 DH5588'SET IN THE TOP  OF A 45-CM DIAMETER CONCRETE POST ABOUT 0.5 M BELOW
 DH5588'THE ROAD PAVEMENT.  THE  STATION IS 6.5 M EAST OF THE CENTERLINE OF
 DH5588'ANACKER ROAD, 26.4 M NORTHEAST OF A METAL POST  FOR A --ADNEY RD AND
 DH5588'ANACKER RD-- SIGN, 4.7 M SOUTHWEST OF TELEPHONE PEDESTAL  --2088--, 4
 DH5588'M WEST OF A CULTIVATED FIELD, 1.9 M WEST OF A WHITE PLASTIC WITNESS
 DH5588'POST, 1.0 M  EAST, SOUTHWEST AND NORTHWEST OF THREE ORANGE 4X4 PLASTIC
 DH5588'WITNESS POSTS. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5588'EXTENDING HIGHER THAN 20 DEGREES  ABOVE THE HORIZON.
 DH5588
 DH5588                          STATION RECOVERY (2008)
 DH5588
 DH5588'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5588'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5235 ***********************************************************************
 DH5235  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5235  DESIGNATION -  BRIGHAM C GPS
 DH5235  PID         -  DH5235
 DH5235  STATE/COUNTY-  WI/IOWA
 DH5235  COUNTRY     -  US
 DH5235  USGS QUAD   -  HOLLANDALE (2018)
 DH5235
 DH5235                         *CURRENT SURVEY CONTROL
 DH5235  ______________________________________________________________________
 DH5235* NAD 83(2011) POSITION- 42 57 48.04672(N) 089 55 02.31581(W)   ADJUSTED
 DH5235* NAD 83(2011) ELLIP HT-   311.461 (meters)        (06/27/12)   ADJUSTED
 DH5235* NAD 83(2011) EPOCH   -  2010.00
 DH5235* NAVD 88 ORTHO HEIGHT -   345.38  (meters)     1133.1   (feet) GPS OBS
 DH5235  ______________________________________________________________________
 DH5235  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5235  GEOID HEIGHT    -        -33.919 (meters)                     GEOID12A
 DH5235  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 DH5235  NAD 83(2011) X  -      6,746.960 (meters)                     COMP
 DH5235  NAD 83(2011) Y  - -4,674,952.473 (meters)                     COMP
 DH5235  NAD 83(2011) Z  -  4,324,735.109 (meters)                     COMP
 DH5235  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 DH5235
 DH5235  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5235  Standards:
 DH5235         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5235            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5235  -------------------------------------------------------------------
 DH5235  NETWORK    0.30   0.43           0.14   0.10   0.22      0.12727855
 DH5235  -------------------------------------------------------------------
 DH5235  Click here for local accuracies and other accuracy information.
 DH5235
 DH5235.The horizontal coordinates were established by GPS observations
 DH5235.and adjusted by the National Geodetic Survey in June 2012.
 DH5235
 DH5235.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5235.been affixed to the stable North American tectonic plate. See 
 DH5235.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5235
 DH5235.The horizontal coordinates are valid at the epoch date displayed above
 DH5235.which is a decimal equivalence of Year/Month/Day.
 DH5235
 DH5235.The orthometric height was determined by GPS observations and a
 DH5235.high-resolution geoid model using precise GPS observation and
 DH5235.processing techniques.
 DH5235
 DH5235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5235.GEOID18 height accuracy estimate available here.
 DH5235
 DH5235.Click photographs - Photos may exist for this station.
 DH5235
 DH5235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5235
 DH5235.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5235
 DH5235.The ellipsoidal height was determined by GPS observations
 DH5235.and is referenced to NAD 83.
 DH5235
 DH5235. The following values were computed from the NAD 83(2011) position.
 DH5235
 DH5235;                    North         East     Units Scale Factor Converg.
 DH5235;SPC WI S     -   107,022.087   606,746.373   MT  0.99996158   +0 03 24.5
 DH5235;SPC WI S     -   351,121.63  1,990,633.73   sFT  0.99996158   +0 03 24.5
 DH5235;UTM  16      - 4,760,874.641   262,066.119   MT  1.00029651   -1 59 21.0
 DH5235;UTM  15      - 4,761,356.445   751,423.088   MT  1.00037773   +2 06 07.4
 DH5235
 DH5235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5235!SPC WI S     -   0.99995116  x   0.99996158  =   0.99991274
 DH5235!UTM  16      -   0.99995116  x   1.00029651  =   1.00024765
 DH5235!UTM  15      -   0.99995116  x   1.00037773  =   1.00032887
 DH5235
 DH5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6206660874(NAD 83)
 DH5235
 DH5235                          SUPERSEDED SURVEY CONTROL
 DH5235
 DH5235  NAD 83(2007)-  42 57 48.04683(N)    089 55 02.31674(W) AD(2002.00) 0
 DH5235  ELLIP H (02/10/07)  311.494  (m)                       GP(2002.00)    
 DH5235  NAD 83(1997)-  42 57 48.04663(N)    089 55 02.31715(W) AD(       ) 1
 DH5235  ELLIP H (08/01/05)  311.499  (m)                       GP(       ) 2 1
 DH5235  NAVD 88 (07/26/07)  345.36   (m)  GEOID03  model used  GPS OBS        
 DH5235
 DH5235.Superseded values are not recommended for survey control.
 DH5235
 DH5235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5235.See file dsdata.pdf to determine how the superseded data were derived.
 DH5235
 DH5235_MARKER: DD = SURVEY DISK
 DH5235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5235_STAMPING: BRIGHAM C GPS 2004
 DH5235_MARK LOGO: WIDT
 DH5235_PROJECTION: FLUSH
 DH5235_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5235+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 DH5235
 DH5235  HISTORY     - Date     Condition        Report By
 DH5235  HISTORY     - 2003     MONUMENTED       WIDT
 DH5235  HISTORY     - 20071008 GOOD             WIDT
 DH5235
 DH5235                          STATION DESCRIPTION
 DH5235
 DH5235'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5235'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5235'STATE HIGHWAY 39  WITH STATE HIGHWAY 191 AT THE INTERSECTION OF
 DH5235'WALDWICK STREET WITH MAIN STREET IN THE  VILLAGE OF HOLLANDALE, GO
 DH5235'NORTH ON STATE HIGHWAY 191 (MAIN STREET) FOR 0.6 MI TO WHERE  STATE
 DH5235'HIGHWAY 191 GOES WEST AND COUNTY HIGHWAY K GOES NORTH, GO NORTH ON
 DH5235'COUNTY  HIGHWAY K FOR 5.3 MI TO COUNTY HIGHWAY T ON THE LEFT, TURN
 DH5235'LEFT AND GO NORTH ON COUNTY  HIGHWAY T FOR 1.35 MI TO THE STATION ON
 DH5235'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN  DEPARTMENT OF
 DH5235'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5235'A  41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5235'THE STATION IS  12.9 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY T,
 DH5235'45.1 M SOUTHEAST OF TELEPHONE POLE  --6-5-29 52/17--, 39.8 M NORTHEAST
 DH5235'OF TELEPHONE POLE --6-5-29 52/15--, 0.9 M WEST OF A FENCE, 1.0 M
 DH5235'SOUTH-SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 0.9 M EAST OF
 DH5235'AN ORANGE 4X4  PLASTIC WITNESS POST AND 0.9 M NORTH-NORTHWEST OF AN
 DH5235'ORANGE 4X4 PLASTIC WITENSS POST.  ---NOTE---THIS STATION HAS NO
 DH5235'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE
 DH5235'HORIZON.
 DH5235
 DH5235                          STATION RECOVERY (2007)
 DH5235
 DH5235'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5235'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 70.5 M NORTH OF A
 DH5235'FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5272 ***********************************************************************
 DH5272  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5272  DESIGNATION -  BRIGHAM N GPS
 DH5272  PID         -  DH5272
 DH5272  STATE/COUNTY-  WI/IOWA
 DH5272  COUNTRY     -  US
 DH5272  USGS QUAD   -  BARNEVELD (2018)
 DH5272
 DH5272                         *CURRENT SURVEY CONTROL
 DH5272  ______________________________________________________________________
 DH5272* NAD 83(2011) POSITION- 43 02 44.94354(N) 089 54 21.11131(W)   ADJUSTED
 DH5272* NAD 83(2011) ELLIP HT-   321.896 (meters)        (06/27/12)   ADJUSTED
 DH5272* NAD 83(2011) EPOCH   -  2010.00
 DH5272* NAVD 88 ORTHO HEIGHT -   355.94  (meters)     1167.8   (feet) GPS OBS
 DH5272  ______________________________________________________________________
 DH5272  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5272  GEOID HEIGHT    -        -34.040 (meters)                     GEOID12A
 DH5272  GEOID HEIGHT    -        -34.048 (meters)                     GEOID18
 DH5272  NAD 83(2011) X  -      7,670.597 (meters)                     COMP
 DH5272  NAD 83(2011) Y  - -4,668,709.374 (meters)                     COMP
 DH5272  NAD 83(2011) Z  -  4,331,442.703 (meters)                     COMP
 DH5272  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 DH5272
 DH5272  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5272  Standards:
 DH5272         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5272            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5272  -------------------------------------------------------------------
 DH5272  NETWORK    0.27   0.43           0.12   0.10   0.22      0.07645957
 DH5272  -------------------------------------------------------------------
 DH5272  Click here for local accuracies and other accuracy information.
 DH5272
 DH5272.The horizontal coordinates were established by GPS observations
 DH5272.and adjusted by the National Geodetic Survey in June 2012.
 DH5272
 DH5272.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5272.been affixed to the stable North American tectonic plate. See 
 DH5272.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5272
 DH5272.The horizontal coordinates are valid at the epoch date displayed above
 DH5272.which is a decimal equivalence of Year/Month/Day.
 DH5272
 DH5272.The orthometric height was determined by GPS observations and a
 DH5272.high-resolution geoid model using precise GPS observation and
 DH5272.processing techniques.
 DH5272
 DH5272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5272.GEOID18 height accuracy estimate available here.
 DH5272
 DH5272.Click photographs - Photos may exist for this station.
 DH5272
 DH5272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5272
 DH5272.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5272
 DH5272.The ellipsoidal height was determined by GPS observations
 DH5272.and is referenced to NAD 83.
 DH5272
 DH5272. The following values were computed from the NAD 83(2011) position.
 DH5272
 DH5272;                    North         East     Units Scale Factor Converg.
 DH5272;SPC WI S     -   116,184.647   607,669.842   MT  0.99995168   +0 03 52.9
 DH5272;SPC WI S     -   381,182.46  1,993,663.47   sFT  0.99995168   +0 03 52.9
 DH5272;UTM  16      - 4,770,001.425   263,316.785   MT  1.00028919   -1 59 03.9
 DH5272
 DH5272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5272!SPC WI S     -   0.99994952  x   0.99995168  =   0.99990120
 DH5272!UTM  16      -   0.99994952  x   1.00028919  =   1.00023870
 DH5272
 DH5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6331670001(NAD 83)
 DH5272
 DH5272                          SUPERSEDED SURVEY CONTROL
 DH5272
 DH5272  NAD 83(2007)-  43 02 44.94365(N)    089 54 21.11222(W) AD(2002.00) 0
 DH5272  ELLIP H (02/10/07)  321.929  (m)                       GP(2002.00)    
 DH5272  NAD 83(1997)-  43 02 44.94349(N)    089 54 21.11260(W) AD(       ) 1
 DH5272  ELLIP H (08/01/05)  321.928  (m)                       GP(       ) 2 1
 DH5272  NAVD 88 (07/26/07)  355.93   (m)  GEOID03  model used  GPS OBS        
 DH5272
 DH5272.Superseded values are not recommended for survey control.
 DH5272
 DH5272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5272.See file dsdata.pdf to determine how the superseded data were derived.
 DH5272
 DH5272_MARKER: DD = SURVEY DISK
 DH5272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5272_STAMPING: BRIGHAM N GPS 2004
 DH5272_MARK LOGO: WIDT
 DH5272_PROJECTION: FLUSH
 DH5272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5272+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2014
 DH5272
 DH5272  HISTORY     - Date     Condition        Report By
 DH5272  HISTORY     - 2003     MONUMENTED       WIDT
 DH5272  HISTORY     - 20071001 GOOD             WIDT
 DH5272  HISTORY     - 20141105 GOOD             WIDT
 DH5272
 DH5272                          STATION DESCRIPTION
 DH5272
 DH5272'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5272'OWNERSHIP--TOWNSHIP OF BRIGHAM.  TO REACH THE STATION FROM THE
 DH5272'JUNCTION OF COUNTY HIGHWAY ID WITH COUNTY HIGHWAY K IN THE VILLAGE OF
 DH5272'BARNEVELD, GO  NORTH ON COUNTY HIGHWAY K FOR 1.0 MI TO COUNTY HIGHWAY
 DH5272'HH ON THE LEFT, TURN LEFT AND  GO WEST THEN NORTHWEST ON COUNTY
 DH5272'HIGHWAY HH FOR 1.8 MI TO BRYN GYWEN ROAD ON THE  LEFT, TURN LEFT AND
 DH5272'GO WEST ON BRYN GYWEN ROAD FOR 0.5 MI TO THE STATION ON THE RIGHT.
 DH5272'THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5272'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5272'DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5272'STATION IS 6.2 M NORTH OF THE CENTERLINE OF BRYN  GYWEN ROAD, 18.3 M
 DH5272'NORTHEAST OF POWERPOLE --7-5-33 30/52--, 16 M EAST OF THE CENTERLINE
 DH5272'OF A FIELD ENTRANCE, 2 M SOUTH OF A CULTIVATED FIELD, 1.0 M EAST OF AN
 DH5272'ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M WEST OF AN  ORANGE 4X4
 DH5272'PLASTIC WITNESS POST. ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5272'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5272
 DH5272                          STATION RECOVERY (2007)
 DH5272
 DH5272'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5272'RECOVERED IN GOOD CONDITION.
 DH5272
 DH5272                          STATION RECOVERY (2014)
 DH5272
 DH5272'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (MJH)
 DH5272'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5234 ***********************************************************************
 DH5234  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5234  DESIGNATION -  BRIGHAM S GPS
 DH5234  PID         -  DH5234
 DH5234  STATE/COUNTY-  WI/IOWA
 DH5234  COUNTRY     -  US
 DH5234  USGS QUAD   -  HOLLANDALE (2018)
 DH5234
 DH5234                         *CURRENT SURVEY CONTROL
 DH5234  ______________________________________________________________________
 DH5234* NAD 83(2011) POSITION- 42 55 35.40006(N) 089 56 58.03924(W)   ADJUSTED
 DH5234* NAD 83(2011) ELLIP HT-   332.008 (meters)        (06/27/12)   ADJUSTED
 DH5234* NAD 83(2011) EPOCH   -  2010.00
 DH5234* NAVD 88 ORTHO HEIGHT -   365.86  (meters)     1200.3   (feet) GPS OBS
 DH5234  ______________________________________________________________________
 DH5234  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5234  GEOID HEIGHT    -        -33.849 (meters)                     GEOID12A
 DH5234  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 DH5234  NAD 83(2011) X  -      4,126.583 (meters)                     COMP
 DH5234  NAD 83(2011) Y  - -4,677,759.459 (meters)                     COMP
 DH5234  NAD 83(2011) Z  -  4,321,752.612 (meters)                     COMP
 DH5234  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 DH5234
 DH5234  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5234  Standards:
 DH5234         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5234            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5234  -------------------------------------------------------------------
 DH5234  NETWORK    0.25   0.35           0.11   0.09   0.18      0.04497726
 DH5234  -------------------------------------------------------------------
 DH5234  Click here for local accuracies and other accuracy information.
 DH5234
 DH5234.The horizontal coordinates were established by GPS observations
 DH5234.and adjusted by the National Geodetic Survey in June 2012.
 DH5234
 DH5234.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5234.been affixed to the stable North American tectonic plate. See 
 DH5234.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5234
 DH5234.The horizontal coordinates are valid at the epoch date displayed above
 DH5234.which is a decimal equivalence of Year/Month/Day.
 DH5234
 DH5234.The orthometric height was determined by GPS observations and a
 DH5234.high-resolution geoid model using precise GPS observation and
 DH5234.processing techniques.
 DH5234
 DH5234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5234.GEOID18 height accuracy estimate available here.
 DH5234
 DH5234.Click photographs - Photos may exist for this station.
 DH5234
 DH5234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5234
 DH5234.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5234
 DH5234.The ellipsoidal height was determined by GPS observations
 DH5234.and is referenced to NAD 83.
 DH5234
 DH5234. The following values were computed from the NAD 83(2011) position.
 DH5234
 DH5234;                    North         East     Units Scale Factor Converg.
 DH5234;SPC WI S     -   102,926.824   604,126.231   MT  0.99996666   +0 02 05.0
 DH5234;SPC WI S     -   337,685.76  1,982,037.48   sFT  0.99996666   +0 02 05.0
 DH5234;UTM  16      - 4,756,874.132   259,300.553   MT  1.00031280   -2 00 35.0
 DH5234;UTM  15      - 4,757,168.610   748,949.717   MT  1.00036251   +2 04 43.2
 DH5234
 DH5234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5234!SPC WI S     -   0.99994794  x   0.99996666  =   0.99991460
 DH5234!UTM  16      -   0.99994794  x   1.00031280  =   1.00026072
 DH5234!UTM  15      -   0.99994794  x   1.00036251  =   1.00031043
 DH5234
 DH5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN5930056874(NAD 83)
 DH5234
 DH5234                          SUPERSEDED SURVEY CONTROL
 DH5234
 DH5234  NAD 83(2007)-  42 55 35.40016(N)    089 56 58.04017(W) AD(2002.00) 0
 DH5234  ELLIP H (02/10/07)  332.041  (m)                       GP(2002.00)    
 DH5234  NAD 83(1997)-  42 55 35.39996(N)    089 56 58.04054(W) AD(       ) 1
 DH5234  ELLIP H (08/01/05)  332.047  (m)                       GP(       ) 2 1
 DH5234  NAVD 88 (07/26/07)  365.82   (m)  GEOID03  model used  GPS OBS        
 DH5234
 DH5234.Superseded values are not recommended for survey control.
 DH5234
 DH5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5234.See file dsdata.pdf to determine how the superseded data were derived.
 DH5234
 DH5234_MARKER: DD = SURVEY DISK
 DH5234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5234_STAMPING: BRIGHAM S GPS 2004
 DH5234_MARK LOGO: WIDT
 DH5234_PROJECTION: FLUSH
 DH5234_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5234+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 DH5234
 DH5234  HISTORY     - Date     Condition        Report By
 DH5234  HISTORY     - 2003     MONUMENTED       WIDT
 DH5234  HISTORY     - 20071008 GOOD             WIDT
 DH5234
 DH5234                          STATION DESCRIPTION
 DH5234
 DH5234'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5234'OWNERSHIP--TOWNSHIP OF BRIGHAM.  TO REACH THE STATION FROM THE
 DH5234'JUNCTION OF STATE  HIGHWAY 39 WITH STATE HIGHWAY 191 AT THE
 DH5234'INTERSECTION OF WALDWICK STREET WITH MAIN  STREET IN THE VILLAGE OF
 DH5234'HOLLANDALE, GO NORTH ON STATE HIGHWAY 191 (MAIN STREET) FOR 0.6  MI TO
 DH5234'WHERE STATE HIGHWAY 191 GOES WEST AND COUNTY HIGHWAY K GOES NORTH, GO
 DH5234'NORTH  ON COUNTY HIGHWAY K FOR 3.4 MI TO URNESS ROAD ON THE LEFT, TURN
 DH5234'LEFT AND GO WEST ON  URNESS ROAD FOR 0.55 MI TO THE STATION ON THE
 DH5234'RIGHT.  THE STATION IS A BRONZE WISCONSIN  DEPARTMENT OF
 DH5234'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5234'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5234'THE STATION IS 6.5 M  NORTH OF THE CENTERLINE OF URNESS ROAD, 56 M
 DH5234'EAST OF PRIVATE ENTRANCE --7320--, 45.7 M  NORTHEAST OF A POWER POLE
 DH5234'--5-5-7 15/38--, 12.9 M NORTH OF TELEPHONE PEDESTAL --1148 LP5--, 2  M
 DH5234'SOUTH OF A CULTIVATED FIELD, 1.2 M SOUTH OF A FENCE, 1.1 M NORTHEAST
 DH5234'OF AN ORANGE 4X4  PLASTIC WITNESS POST, 0.8 M NORTHWEST OF AN ORANGE
 DH5234'4X4 PLASTIC WITNESS POST AND 0.8 M  SOUTH OF AN ORANGE 4X4 PLASTIC
 DH5234'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5234'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5234
 DH5234                          STATION RECOVERY (2007)
 DH5234
 DH5234'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4828 ***********************************************************************
 DG4828  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4828  DESIGNATION -  BRIGHTON C GPS
 DG4828  PID         -  DG4828
 DG4828  STATE/COUNTY-  WI/KENOSHA
 DG4828  COUNTRY     -  US
 DG4828  USGS QUAD   -  UNION GROVE (2018)
 DG4828
 DG4828                         *CURRENT SURVEY CONTROL
 DG4828  ______________________________________________________________________
 DG4828* NAD 83(2011) POSITION- 42 37 57.49658(N) 088 06 40.41539(W)   ADJUSTED
 DG4828* NAD 83(2011) ELLIP HT-   220.501 (meters)        (06/27/12)   ADJUSTED
 DG4828* NAD 83(2011) EPOCH   -  2010.00
 DG4828* NAVD 88 ORTHO HEIGHT -   255.03  (meters)      836.7   (feet) GPS OBS
 DG4828  ______________________________________________________________________
 DG4828  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4828  GEOID HEIGHT    -        -34.522 (meters)                     GEOID12A
 DG4828  GEOID HEIGHT    -        -34.524 (meters)                     GEOID18
 DG4828  NAD 83(2011) X  -    154,904.048 (meters)                     COMP
 DG4828  NAD 83(2011) Y  - -4,697,298.515 (meters)                     COMP
 DG4828  NAD 83(2011) Z  -  4,297,715.581 (meters)                     COMP
 DG4828  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 DG4828
 DG4828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4828  Standards:
 DG4828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4828  -------------------------------------------------------------------
 DG4828  NETWORK    0.37   0.47           0.17   0.13   0.24      0.02455622
 DG4828  -------------------------------------------------------------------
 DG4828  Click here for local accuracies and other accuracy information.
 DG4828
 DG4828.The horizontal coordinates were established by GPS observations
 DG4828.and adjusted by the National Geodetic Survey in June 2012.
 DG4828
 DG4828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4828.been affixed to the stable North American tectonic plate. See 
 DG4828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4828
 DG4828.The horizontal coordinates are valid at the epoch date displayed above
 DG4828.which is a decimal equivalence of Year/Month/Day.
 DG4828
 DG4828.The orthometric height was determined by GPS observations and a
 DG4828.high-resolution geoid model using precise GPS observation and
 DG4828.processing techniques.
 DG4828
 DG4828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4828.GEOID18 height accuracy estimate available here.
 DG4828
 DG4828.Click photographs - Photos may exist for this station.
 DG4828
 DG4828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4828
 DG4828.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4828
 DG4828.The ellipsoidal height was determined by GPS observations
 DG4828.and is referenced to NAD 83.
 DG4828
 DG4828. The following values were computed from the NAD 83(2011) position.
 DG4828
 DG4828;                    North         East     Units Scale Factor Converg.
 DG4828;SPC WI S     -    72,035.705   754,916.894   MT  1.00002182   +1 17 52.0
 DG4828;SPC WI S     -   236,337.14  2,476,756.51   sFT  1.00002182   +1 17 52.0
 DG4828;UTM  16      - 4,720,619.636   408,887.557   MT  0.99970213   -0 45 09.6
 DG4828
 DG4828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4828!SPC WI S     -   0.99996542  x   1.00002182  =   0.99998724
 DG4828!UTM  16      -   0.99996542  x   0.99970213  =   0.99966756
 DG4828
 DG4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0888720619(NAD 83)
 DG4828
 DG4828                          SUPERSEDED SURVEY CONTROL
 DG4828
 DG4828  NAD 83(2007)-  42 37 57.49647(N)    088 06 40.41627(W) AD(2002.00) 0
 DG4828  ELLIP H (02/10/07)  220.534  (m)                       GP(2002.00)    
 DG4828  NAD 83(1997)-  42 37 57.49664(N)    088 06 40.41639(W) AD(       ) 1
 DG4828  ELLIP H (04/02/04)  220.546  (m)                       GP(       ) 4 1
 DG4828  NAVD 88 (07/26/07)  255.01   (m)  UNKNOWN  model used  GPS OBS        
 DG4828  NAVD 88 (04/02/04)  255.03   (m)  GEOID03  model used  GPS OBS        
 DG4828
 DG4828.Superseded values are not recommended for survey control.
 DG4828
 DG4828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4828.See file dsdata.pdf to determine how the superseded data were derived.
 DG4828
 DG4828_MARKER: DD = SURVEY DISK
 DG4828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4828_STAMPING: BRIGHTON C GPS 2002
 DG4828_MARK LOGO: WIDT
 DG4828_PROJECTION: FLUSH
 DG4828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4828+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 DG4828
 DG4828  HISTORY     - Date     Condition        Report By
 DG4828  HISTORY     - 2001     MONUMENTED       WIDT
 DG4828  HISTORY     - 20060712 GOOD             WIDT
 DG4828
 DG4828                          STATION DESCRIPTION
 DG4828
 DG4828'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4828'THE STATION IS LOCATED ABOUT 29 KM WEST-SOUTHWEST OF RACINE, 25 KM
 DG4828'WEST-NORTHWEST,  AND 20 KM SOUTHEAST OF BURLINGTON.
 DG4828'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4828'STATION FROM THE JUNCTION OF STATE HIGHWAY 75 WITH STATE HIGHWAY 142
 DG4828'ABOUT 14 KM SOUTHEAST OF THE CITY OF BURLINGTON, GO SOUTH ON STATE
 DG4828'HIGHWAY 75 FOR 0.7 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DG4828'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DG4828'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DG4828'DEPTH OF 2.4 M AND ABOUT 1.5 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DG4828'STATION IS 16.7 M EAST OF THE CENTERLINE OF STATE HIGHWAY 142, 0.6 KM
 DG4828'NORTH OF 18TH STREET, 84 M NORTH-NORTHEAST OF A WOOD POST FOR A --NO
 DG4828'PARKING ANYTIME-- SIGN, AND 79 M SOUTH-SOUTHEAST OF A WOOD POST FOR A
 DG4828'--NO PARKING ANYTIME-- SIGN.  ---NOTE---THE STATION IS EAST, NORTH AND
 DG4828'SOUTH OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DG4828'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG4828'ABOVE THE HORIZON.
 DG4828
 DG4828                          STATION RECOVERY (2006)
 DG4828
 DG4828'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DG4828'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4892 ***********************************************************************
 DJ4892  DESIGNATION -  BRIGHTON E GPS
 DJ4892  PID         -  DJ4892
 DJ4892  STATE/COUNTY-  WI/MARATHON
 DJ4892  COUNTRY     -  US
 DJ4892  USGS QUAD   -  LITTLE ROSE (2018)
 DJ4892
 DJ4892                         *CURRENT SURVEY CONTROL
 DJ4892  ______________________________________________________________________
 DJ4892* NAD 83(2011) POSITION- 44 51 03.42593(N) 090 12 29.78825(W)   ADJUSTED
 DJ4892* NAD 83(2011) ELLIP HT-   373.920 (meters)        (06/27/12)   ADJUSTED
 DJ4892* NAD 83(2011) EPOCH   -  2010.00
 DJ4892* NAVD 88 ORTHO HEIGHT -   407.261 (meters)     1336.16  (feet) ADJUSTED
 DJ4892  ______________________________________________________________________
 DJ4892  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 DJ4892  NAD 83(2011) X  -    -16,465.234 (meters)                     COMP
 DJ4892  NAD 83(2011) Y  - -4,529,523.163 (meters)                     COMP
 DJ4892  NAD 83(2011) Z  -  4,475,884.531 (meters)                     COMP
 DJ4892  LAPLACE CORR    -         -6.64  (seconds)                    DEFLEC18
 DJ4892  DYNAMIC HEIGHT  -        407.205 (meters)     1335.97  (feet) COMP
 DJ4892  MODELED GRAVITY -    980,466.6   (mgal)                       NAVD 88
 DJ4892
 DJ4892  VERT ORDER      -  SECOND    CLASS I
 DJ4892
 DJ4892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4892  Standards:
 DJ4892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4892  -------------------------------------------------------------------
 DJ4892  NETWORK    0.36   0.33           0.16   0.13   0.17      0.07972004
 DJ4892  -------------------------------------------------------------------
 DJ4892  Click here for local accuracies and other accuracy information.
 DJ4892
 DJ4892.The horizontal coordinates were established by GPS observations
 DJ4892.and adjusted by the National Geodetic Survey in June 2012.
 DJ4892
 DJ4892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4892.been affixed to the stable North American tectonic plate. See 
 DJ4892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4892
 DJ4892.The horizontal coordinates are valid at the epoch date displayed above
 DJ4892.which is a decimal equivalence of Year/Month/Day.
 DJ4892
 DJ4892.The orthometric height was determined by differential leveling and
 DJ4892.adjusted by the WI DEPT OF TRANSP
 DJ4892.in May 2012.
 DJ4892
 DJ4892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4892.GEOID18 height accuracy estimate available here.
 DJ4892
 DJ4892.Click photographs - Photos may exist for this station.
 DJ4892
 DJ4892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4892
 DJ4892.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4892
 DJ4892.The ellipsoidal height was determined by GPS observations
 DJ4892.and is referenced to NAD 83.
 DJ4892
 DJ4892.The dynamic height is computed by dividing the NAVD 88
 DJ4892.geopotential number by the normal gravity value computed on the
 DJ4892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4892.degrees latitude (g = 980.6199 gals.).
 DJ4892
 DJ4892.The modeled gravity was interpolated from observed gravity values.
 DJ4892
 DJ4892. The following values were computed from the NAD 83(2011) position.
 DJ4892
 DJ4892;                    North         East     Units Scale Factor Converg.
 DJ4892;SPC WI C     -   113,097.407   583,536.687   MT  0.99994080   -0 08 49.0
 DJ4892;SPC WI C     -   371,053.74  1,914,486.61   sFT  0.99994080   -0 08 49.0
 DJ4892;UTM  15      - 4,970,185.101   720,600.955   MT  1.00019845   +1 58 10.9
 DJ4892
 DJ4892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4892!SPC WI C     -   0.99994138  x   0.99994080  =   0.99988218
 DJ4892!UTM  15      -   0.99994138  x   1.00019845  =   1.00013982
 DJ4892
 DJ4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2060070185(NAD 83)
 DJ4892
 DJ4892                          SUPERSEDED SURVEY CONTROL
 DJ4892
 DJ4892  NAD 83(2007)-  44 51 03.42608(N)    090 12 29.78900(W) AD(2002.00) 1
 DJ4892  ELLIP H (07/29/08)  373.945  (m)                       GP(2002.00) 3 1
 DJ4892  NAVD 88             407.24   (m)         1336.1    (f) LEVELING    3  
 DJ4892  NAVD 88 (07/08/08)  407.244  (m)         1336.10   (f) SUPERSEDED  2 1
 DJ4892
 DJ4892.Superseded values are not recommended for survey control.
 DJ4892
 DJ4892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4892.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4892
 DJ4892_MARKER: DD = SURVEY DISK
 DJ4892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4892_STAMPING: BRIGHTON E GPS 2005
 DJ4892_MARK LOGO: WIDT
 DJ4892_PROJECTION: FLUSH
 DJ4892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4892+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2011
 DJ4892
 DJ4892  HISTORY     - Date     Condition        Report By
 DJ4892  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4892  HISTORY     - 20061211 GOOD             WIDT
 DJ4892  HISTORY     - 20110713 GOOD             WIDT
 DJ4892
 DJ4892                          STATION DESCRIPTION
 DJ4892
 DJ4892'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4892'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P WITH COUNTY
 DJ4892'HIGHWAY F TO THE NORTH AND FREY AVENUE TO THE SOUTH ABOUT 5 MI (8.0
 DJ4892'KM) EAST OF THE VILLAGE OF UNITY, GO EAST ON COUNTY HIGHWAY P FOR 0.4
 DJ4892'MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DJ4892'
 DJ4892'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4892'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4892'INCH) DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 1.3 M (4.3 FT)
 DJ4892'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4892'PAVEMENT.
 DJ4892'
 DJ4892'THE STATION IS 10.4 M (34.1 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DJ4892'HIGHWAY P, 53.6 M (175.9 FT) SOUTHEAST OF A POWER POLE, 1.0 M (3.3 FT)
 DJ4892'NORTH OF A WOOD POST FOR AN ELECTRIC WIRE FENCE, AND 1.0 M (3.3 FT)
 DJ4892'EAST AND WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DJ4892'
 DJ4892'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4892'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4892
 DJ4892                          STATION RECOVERY (2011)
 DJ4892
 DJ4892'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9477 ***********************************************************************
 DF9477  DESIGNATION -  BRIGHTON N GPS
 DF9477  PID         -  DF9477
 DF9477  STATE/COUNTY-  WI/KENOSHA
 DF9477  COUNTRY     -  US
 DF9477  USGS QUAD   -  ROCHESTER (2018)
 DF9477
 DF9477                         *CURRENT SURVEY CONTROL
 DF9477  ______________________________________________________________________
 DF9477* NAD 83(2011) POSITION- 42 39 18.60976(N) 088 09 46.59970(W)   ADJUSTED
 DF9477* NAD 83(2011) ELLIP HT-   206.664 (meters)        (06/27/12)   ADJUSTED
 DF9477* NAD 83(2011) EPOCH   -  2010.00
 DF9477* NAVD 88 ORTHO HEIGHT -   241.163 (meters)      791.22  (feet) ADJUSTED
 DF9477  ______________________________________________________________________
 DF9477  GEOID HEIGHT    -        -34.495 (meters)                     GEOID18
 DF9477  NAD 83(2011) X  -    150,609.300 (meters)                     COMP
 DF9477  NAD 83(2011) Y  - -4,695,731.487 (meters)                     COMP
 DF9477  NAD 83(2011) Z  -  4,299,547.364 (meters)                     COMP
 DF9477  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 DF9477  DYNAMIC HEIGHT  -        241.090 (meters)      790.98  (feet) COMP
 DF9477  MODELED GRAVITY -    980,313.0   (mgal)                       NAVD 88
 DF9477
 DF9477  VERT ORDER      -  SECOND    CLASS I
 DF9477
 DF9477  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9477  Standards:
 DF9477         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9477            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9477  -------------------------------------------------------------------
 DF9477  NETWORK    0.35   0.45           0.16   0.12   0.23      0.01296454
 DF9477  -------------------------------------------------------------------
 DF9477  Click here for local accuracies and other accuracy information.
 DF9477
 DF9477.The horizontal coordinates were established by GPS observations
 DF9477.and adjusted by the National Geodetic Survey in June 2012.
 DF9477
 DF9477.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9477.been affixed to the stable North American tectonic plate. See 
 DF9477.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9477
 DF9477.The horizontal coordinates are valid at the epoch date displayed above
 DF9477.which is a decimal equivalence of Year/Month/Day.
 DF9477
 DF9477.The orthometric height was determined by differential leveling and
 DF9477.adjusted by the WI DEPT OF TRANSP
 DF9477.in May 2012.
 DF9477
 DF9477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9477.GEOID18 height accuracy estimate available here.
 DF9477
 DF9477.Click photographs - Photos may exist for this station.
 DF9477
 DF9477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9477
 DF9477.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9477
 DF9477.The ellipsoidal height was determined by GPS observations
 DF9477.and is referenced to NAD 83.
 DF9477
 DF9477.The dynamic height is computed by dividing the NAVD 88
 DF9477.geopotential number by the normal gravity value computed on the
 DF9477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9477.degrees latitude (g = 980.6199 gals.).
 DF9477
 DF9477.The modeled gravity was interpolated from observed gravity values.
 DF9477
 DF9477. The following values were computed from the NAD 83(2011) position.
 DF9477
 DF9477;                    North         East     Units Scale Factor Converg.
 DF9477;SPC WI S     -    74,443.302   750,620.562   MT  1.00001668   +1 15 44.1
 DF9477;SPC WI S     -   244,236.07  2,462,660.96   sFT  1.00001668   +1 15 44.1
 DF9477;UTM  16      - 4,723,178.608   404,681.429   MT  0.99971178   -0 47 17.0
 DF9477
 DF9477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9477!SPC WI S     -   0.99996759  x   1.00001668  =   0.99998427
 DF9477!UTM  16      -   0.99996759  x   0.99971178  =   0.99967938
 DF9477
 DF9477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0468123178(NAD 83)
 DF9477
 DF9477                          SUPERSEDED SURVEY CONTROL
 DF9477
 DF9477  NAD 83(2007)-  42 39 18.60965(N)    088 09 46.60058(W) AD(2002.00) 0
 DF9477  ELLIP H (02/10/07)  206.698  (m)                       GP(2002.00)    
 DF9477  NAD 83(1997)-  42 39 18.60982(N)    088 09 46.60071(W) AD(       ) 1
 DF9477  ELLIP H (04/02/04)  206.709  (m)                       GP(       ) 4 1
 DF9477  NAVD 88             241.14   (m)          791.1    (f) LEVELING    3  
 DF9477  NAVD 88 (04/20/07)  241.138  (m)          791.13   (f) SUPERSEDED  2 1
 DF9477  NAVD 88             241.16   (m)          791.2    (f) LEVELING    3  
 DF9477  NAVD 88 (02/25/04)  241.159  (m)          791.20   (f) SUPERSEDED  2 1
 DF9477
 DF9477.Superseded values are not recommended for survey control.
 DF9477
 DF9477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9477.See file dsdata.pdf to determine how the superseded data were derived.
 DF9477
 DF9477_MARKER: DD = SURVEY DISK
 DF9477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9477_STAMPING: BRIGHTON N GPS 2002
 DF9477_MARK LOGO: WIDT
 DF9477_PROJECTION: FLUSH
 DF9477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9477+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 DF9477
 DF9477  HISTORY     - Date     Condition        Report By
 DF9477  HISTORY     - 2001     MONUMENTED       WIDT
 DF9477  HISTORY     - 20080610 GOOD             WIDT
 DF9477  HISTORY     - 20101101 GOOD             JCLS
 DF9477
 DF9477                          STATION DESCRIPTION
 DF9477
 DF9477'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9477'THE STATION IS LOCATED ABOUT 13 KM SOUTHEAST OF WATERFORD, 10 KM
 DF9477'SOUTHWEST OF UNION GROVE, AND 10 KM EAST-SOUTHEAST OF BURLINGTON.
 DF9477'OWNERSHIP--KENOSHA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9477'STATE HIGHWAY 11 (DURAND AVENUE) WITH STATE HIGHWAY 75 (BEAUMONT
 DF9477'AVENUE) IN THE COMMUNITY OF KANSASVILLE, GO SOUTH ON STATE HIGHWAY 75
 DF9477'(BEAUMONT AVENUE) FOR 3.7 KM TO COUNTY HIGHWAY BB (7TH STREET), TURN
 DF9477'RIGHT AND GO WEST ON COUNTY HIGHWAY BB (7TH STREET) FOR 3.8 KM TO
 DF9477'COUNTY HIGHWAY B (288TH AVENUE), CONTINUE WEST ON COUNTY HIGHWAY BB
 DF9477'(7TH STREET) FOR 0.3 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF9477'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9477'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9477'A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE
 DF9477'STATION IS 7.6 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY BB (7TH
 DF9477'AVENUE), 22.1 M SOUTHWEST OF POWER POLE --00-21924--, 15.7 M EAST OF
 DF9477'A WOOD POST FOR A --STOP AHEAD-- SIGN, AND 2 M NORTH OF A CULTIVATED
 DF9477'FIELD.  ---NOTE---THE STATION IS SOUTHWEST, SOUTHEAST AND NORTH OF
 DF9477'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS
 DF9477'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9477'HORIZON.
 DF9477
 DF9477                          STATION RECOVERY (2008)
 DF9477
 DF9477'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DF9477'RECOVERED IN GOOD CONDITION.  REPLACED TWO BROKEN GUARD POSTS.  THE
 DF9477'STATION IS 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE
 DF9477'4X4 ORANGE PLASTIC GUARD POSTS.
 DF9477
 DF9477                          STATION RECOVERY (2010)
 DF9477
 DF9477'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DF9477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5025 ***********************************************************************
 DK5025  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5025  DESIGNATION -  BRIGHTON N GPS
 DK5025  PID         -  DK5025
 DK5025  STATE/COUNTY-  WI/MARATHON
 DK5025  COUNTRY     -  US
 DK5025  USGS QUAD   -  SPENCER NORTH (2018)
 DK5025
 DK5025                         *CURRENT SURVEY CONTROL
 DK5025  ______________________________________________________________________
 DK5025* NAD 83(2011) POSITION- 44 50 28.36258(N) 090 17 58.13934(W)   ADJUSTED
 DK5025* NAD 83(2011) ELLIP HT-   378.529 (meters)        (06/27/12)   ADJUSTED
 DK5025* NAD 83(2011) EPOCH   -  2010.00
 DK5025* NAVD 88 ORTHO HEIGHT -   411.69  (meters)     1350.7   (feet) GPS OBS
 DK5025  ______________________________________________________________________
 DK5025  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5025  GEOID HEIGHT    -        -33.159 (meters)                     GEOID12A
 DK5025  GEOID HEIGHT    -        -33.159 (meters)                     GEOID18
 DK5025  NAD 83(2011) X  -    -23,679.724 (meters)                     COMP
 DK5025  NAD 83(2011) Y  - -4,530,257.810 (meters)                     COMP
 DK5025  NAD 83(2011) Z  -  4,475,120.329 (meters)                     COMP
 DK5025  LAPLACE CORR    -         -5.05  (seconds)                    DEFLEC18
 DK5025
 DK5025  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5025  Standards:
 DK5025         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5025            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5025  -------------------------------------------------------------------
 DK5025  NETWORK    0.50   0.41           0.23   0.17   0.21      0.12605511
 DK5025  -------------------------------------------------------------------
 DK5025  Click here for local accuracies and other accuracy information.
 DK5025
 DK5025.The horizontal coordinates were established by GPS observations
 DK5025.and adjusted by the National Geodetic Survey in June 2012.
 DK5025
 DK5025.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5025.been affixed to the stable North American tectonic plate. See 
 DK5025.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5025
 DK5025.The horizontal coordinates are valid at the epoch date displayed above
 DK5025.which is a decimal equivalence of Year/Month/Day.
 DK5025
 DK5025.The orthometric height was determined by GPS observations and a
 DK5025.high-resolution geoid model using precise GPS observation and
 DK5025.processing techniques.
 DK5025
 DK5025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5025.GEOID18 height accuracy estimate available here.
 DK5025
 DK5025.Click photographs - Photos may exist for this station.
 DK5025
 DK5025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5025
 DK5025.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5025
 DK5025.The ellipsoidal height was determined by GPS observations
 DK5025.and is referenced to NAD 83.
 DK5025
 DK5025. The following values were computed from the NAD 83(2011) position.
 DK5025
 DK5025;                    North         East     Units Scale Factor Converg.
 DK5025;SPC WI C     -   112,037.645   576,323.025   MT  0.99994089   -0 12 40.7
 DK5025;SPC WI C     -   367,576.84  1,890,819.79   sFT  0.99994089   -0 12 40.7
 DK5025;UTM  15      - 4,968,859.340   713,429.643   MT  1.00016018   +1 54 17.9
 DK5025
 DK5025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5025!SPC WI C     -   0.99994065  x   0.99994089  =   0.99988155
 DK5025!UTM  15      -   0.99994065  x   1.00016018  =   1.00010082
 DK5025
 DK5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1342968859(NAD 83)
 DK5025
 DK5025                          SUPERSEDED SURVEY CONTROL
 DK5025
 DK5025  NAD 83(2007)-  44 50 28.36270(N)    090 17 58.14009(W) AD(2002.00) 1
 DK5025  ELLIP H (07/29/08)  378.555  (m)                       GP(2002.00) 3 1
 DK5025  NAVD 88 (07/29/08)  411.67   (m)  GEOID03  model used  GPS OBS        
 DK5025
 DK5025.Superseded values are not recommended for survey control.
 DK5025
 DK5025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5025.See file dsdata.pdf to determine how the superseded data were derived.
 DK5025
 DK5025_MARKER: DD = SURVEY DISK
 DK5025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5025_STAMPING: BRIGHTON N GPS 2005
 DK5025_MARK LOGO: WIDT
 DK5025_PROJECTION: FLUSH
 DK5025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5025+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2011
 DK5025
 DK5025  HISTORY     - Date     Condition        Report By
 DK5025  HISTORY     - 2004     MONUMENTED       WIDT
 DK5025  HISTORY     - 20061211 GOOD             WIDT
 DK5025  HISTORY     - 20110712 GOOD             WIDT
 DK5025
 DK5025                          STATION DESCRIPTION
 DK5025
 DK5025'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5025'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FRONT
 DK5025'STREET) WITH COUNTY HIGHWAY K TO THE WEST AND COUNTY HIGHWAY P TO THE
 DK5025'EAST (CLARK STREET) IN THE VILLAGE OF UNITY, GO EAST ON COUNTY HIGHWAY
 DK5025'P (CLARK STREET) FOR 0.8 MI (1.3 KM) TO SOUTH PINE ROAD, TURN RIGHT
 DK5025'AND GO SOUTH ON PINE ROAD FOR 0.5 MI (0.8 KM) TO SALTER ROAD ON THE
 DK5025'RIGHT, CONTINUE SOUTH ON PINE ROAD FOR 0.2 MI (0.3 KM) TO THE STATION
 DK5025'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DK5025'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DK5025'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DK5025'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DK5025'8.5 M (27.9 FT) WEST OF THE CENTERLINE OF PINE ROAD, 7 M (23.0 FT)
 DK5025'SOUTH OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DK5025'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK5025'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK5025'ABOVE THE HORIZON.
 DK5025
 DK5025                          STATION RECOVERY (2011)
 DK5025
 DK5025'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5024 ***********************************************************************
 DK5024  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5024  DESIGNATION -  BRIGHTON S GPS
 DK5024  PID         -  DK5024
 DK5024  STATE/COUNTY-  WI/MARATHON
 DK5024  COUNTRY     -  US
 DK5024  USGS QUAD   -  SPENCER NORTH (2018)
 DK5024
 DK5024                         *CURRENT SURVEY CONTROL
 DK5024  ______________________________________________________________________
 DK5024* NAD 83(2011) POSITION- 44 46 59.26347(N) 090 15 33.78149(W)   ADJUSTED
 DK5024* NAD 83(2011) ELLIP HT-   364.968 (meters)        (06/27/12)   ADJUSTED
 DK5024* NAD 83(2011) EPOCH   -  2010.00
 DK5024* NAVD 88 ORTHO HEIGHT -   398.35  (meters)     1306.9   (feet) GPS OBS
 DK5024  ______________________________________________________________________
 DK5024  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5024  GEOID HEIGHT    -        -33.379 (meters)                     GEOID12A
 DK5024  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 DK5024  NAD 83(2011) X  -    -20,529.694 (meters)                     COMP
 DK5024  NAD 83(2011) Y  - -4,534,813.021 (meters)                     COMP
 DK5024  NAD 83(2011) Z  -  4,470,531.430 (meters)                     COMP
 DK5024  LAPLACE CORR    -         -5.14  (seconds)                    DEFLEC18
 DK5024
 DK5024  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5024  Standards:
 DK5024         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5024            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5024  -------------------------------------------------------------------
 DK5024  NETWORK    0.33   0.31           0.15   0.11   0.16      0.05807952
 DK5024  -------------------------------------------------------------------
 DK5024  Click here for local accuracies and other accuracy information.
 DK5024
 DK5024.The horizontal coordinates were established by GPS observations
 DK5024.and adjusted by the National Geodetic Survey in June 2012.
 DK5024
 DK5024.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5024.been affixed to the stable North American tectonic plate. See 
 DK5024.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5024
 DK5024.The horizontal coordinates are valid at the epoch date displayed above
 DK5024.which is a decimal equivalence of Year/Month/Day.
 DK5024
 DK5024.The orthometric height was determined by GPS observations and a
 DK5024.high-resolution geoid model using precise GPS observation and
 DK5024.processing techniques.
 DK5024
 DK5024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5024.GEOID18 height accuracy estimate available here.
 DK5024
 DK5024.Click photographs - Photos may exist for this station.
 DK5024
 DK5024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5024
 DK5024.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5024
 DK5024.The ellipsoidal height was determined by GPS observations
 DK5024.and is referenced to NAD 83.
 DK5024
 DK5024. The following values were computed from the NAD 83(2011) position.
 DK5024
 DK5024;                    North         East     Units Scale Factor Converg.
 DK5024;SPC WI C     -   105,572.484   579,472.634   MT  0.99994202   -0 10 58.9
 DK5024;SPC WI C     -   346,365.72  1,901,153.13   sFT  0.99994202   -0 10 58.9
 DK5024;UTM  15      - 4,962,513.393   716,816.510   MT  1.00017811   +1 55 52.7
 DK5024
 DK5024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5024!SPC WI C     -   0.99994278  x   0.99994202  =   0.99988480
 DK5024!UTM  15      -   0.99994278  x   1.00017811  =   1.00012088
 DK5024
 DK5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1681662513(NAD 83)
 DK5024
 DK5024                          SUPERSEDED SURVEY CONTROL
 DK5024
 DK5024  NAD 83(2007)-  44 46 59.26362(N)    090 15 33.78227(W) AD(2002.00) 1
 DK5024  ELLIP H (07/29/08)  364.997  (m)                       GP(2002.00) 3 1
 DK5024  NAVD 88 (07/29/08)  398.34   (m)  GEOID03  model used  GPS OBS        
 DK5024
 DK5024.Superseded values are not recommended for survey control.
 DK5024
 DK5024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5024.See file dsdata.pdf to determine how the superseded data were derived.
 DK5024
 DK5024_MARKER: DD = SURVEY DISK
 DK5024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5024_STAMPING: BRIGHTON S GPS 2005
 DK5024_MARK LOGO: WIDT
 DK5024_PROJECTION: FLUSH
 DK5024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5024+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2011
 DK5024
 DK5024  HISTORY     - Date     Condition        Report By
 DK5024  HISTORY     - 2004     MONUMENTED       WIDT
 DK5024  HISTORY     - 20061212 GOOD             WIDT
 DK5024  HISTORY     - 20110712 GOOD             WIDT
 DK5024
 DK5024                          STATION DESCRIPTION
 DK5024
 DK5024'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5024'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DK5024'HIGHWAY F ABOUT 2 MI (3.2 KM) EAST OF THE VILLAGE OF SPENCER, GO NORTH
 DK5024'ON COUNTY HIGHWAY F FOR 0.9 MI (1.4 KM) TO A RIGHT CURVE IN THE
 DK5024'HIGHWAY AND RIVER ROAD STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD (NORTH)
 DK5024'ON RIVER ROAD FOR 0.5 MI (0.8 KM) TO DUXBURY LANE ON THE RIGHT,
 DK5024'CONTINUE NORTH ON RIVER ROAD FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 DK5024'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DK5024'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DK5024'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DK5024'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.7 M
 DK5024'(28.5 FT) EAST OF THE CENTERLINE OF RIVER ROAD, 21.4 M (70.2 FT)
 DK5024'SOUTHEAST OF A TELEPHONE PEDESTAL --1864-4--, 9 M (29.5 FT) SOUTH OF A
 DK5024'FIELD ENTRANCE, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF
 DK5024'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5024'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5024'HORIZON.
 DK5024
 DK5024                          STATION RECOVERY (2011)
 DK5024
 DK5024'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4829 ***********************************************************************
 DG4829  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4829  DESIGNATION -  BRIGHTON W GPS
 DG4829  PID         -  DG4829
 DG4829  STATE/COUNTY-  WI/KENOSHA
 DG4829  COUNTRY     -  US
 DG4829  USGS QUAD   -  SILVER LAKE (2018)
 DG4829
 DG4829                         *CURRENT SURVEY CONTROL
 DG4829  ______________________________________________________________________
 DG4829* NAD 83(2011) POSITION- 42 36 02.35707(N) 088 10 57.41960(W)   ADJUSTED
 DG4829* NAD 83(2011) ELLIP HT-   198.741 (meters)        (06/27/12)   ADJUSTED
 DG4829* NAD 83(2011) EPOCH   -  2010.00
 DG4829* NAVD 88 ORTHO HEIGHT -   233.19  (meters)      765.1   (feet) GPS OBS
 DG4829  ______________________________________________________________________
 DG4829  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4829  GEOID HEIGHT    -        -34.442 (meters)                     GEOID12A
 DG4829  GEOID HEIGHT    -        -34.444 (meters)                     GEOID18
 DG4829  NAD 83(2011) X  -    149,126.921 (meters)                     COMP
 DG4829  NAD 83(2011) Y  - -4,699,876.348 (meters)                     COMP
 DG4829  NAD 83(2011) Z  -  4,295,086.209 (meters)                     COMP
 DG4829  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 DG4829
 DG4829  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4829  Standards:
 DG4829         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4829            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4829  -------------------------------------------------------------------
 DG4829  NETWORK    0.40   0.49           0.18   0.14   0.25      0.01053693
 DG4829  -------------------------------------------------------------------
 DG4829  Click here for local accuracies and other accuracy information.
 DG4829
 DG4829.The horizontal coordinates were established by GPS observations
 DG4829.and adjusted by the National Geodetic Survey in June 2012.
 DG4829
 DG4829.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4829.been affixed to the stable North American tectonic plate. See 
 DG4829.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4829
 DG4829.The horizontal coordinates are valid at the epoch date displayed above
 DG4829.which is a decimal equivalence of Year/Month/Day.
 DG4829
 DG4829.The orthometric height was determined by GPS observations and a
 DG4829.high-resolution geoid model using precise GPS observation and
 DG4829.processing techniques.
 DG4829
 DG4829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4829.GEOID18 height accuracy estimate available here.
 DG4829
 DG4829.Click photographs - Photos may exist for this station.
 DG4829
 DG4829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4829
 DG4829.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4829
 DG4829.The ellipsoidal height was determined by GPS observations
 DG4829.and is referenced to NAD 83.
 DG4829
 DG4829. The following values were computed from the NAD 83(2011) position.
 DG4829
 DG4829;                    North         East     Units Scale Factor Converg.
 DG4829;SPC WI S     -    68,353.473   749,139.867   MT  1.00002939   +1 14 55.4
 DG4829;SPC WI S     -   224,256.35  2,457,803.05   sFT  1.00002939   +1 14 55.4
 DG4829;UTM  16      - 4,717,147.503   402,984.385   MT  0.99971580   -0 48 02.0
 DG4829
 DG4829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4829!SPC WI S     -   0.99996883  x   1.00002939  =   0.99999822
 DG4829!UTM  16      -   0.99996883  x   0.99971580  =   0.99968464
 DG4829
 DG4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0298417147(NAD 83)
 DG4829
 DG4829                          SUPERSEDED SURVEY CONTROL
 DG4829
 DG4829  NAD 83(2007)-  42 36 02.35697(N)    088 10 57.42047(W) AD(2002.00) 0
 DG4829  ELLIP H (02/10/07)  198.775  (m)                       GP(2002.00)    
 DG4829  NAD 83(1997)-  42 36 02.35713(N)    088 10 57.42059(W) AD(       ) 1
 DG4829  ELLIP H (04/02/04)  198.786  (m)                       GP(       ) 4 1
 DG4829  NAVD 88 (07/26/07)  233.16   (m)  UNKNOWN  model used  GPS OBS        
 DG4829  NAVD 88 (04/02/04)  233.18   (m)  GEOID03  model used  GPS OBS        
 DG4829
 DG4829.Superseded values are not recommended for survey control.
 DG4829
 DG4829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4829.See file dsdata.pdf to determine how the superseded data were derived.
 DG4829
 DG4829_MARKER: DD = SURVEY DISK
 DG4829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4829_STAMPING: BRIGHTON W GPS 2002
 DG4829_MARK LOGO: WIDT
 DG4829_PROJECTION: FLUSH
 DG4829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4829+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 DG4829
 DG4829  HISTORY     - Date     Condition        Report By
 DG4829  HISTORY     - 2001     MONUMENTED       WIDT
 DG4829  HISTORY     - 20060712 GOOD             WIDT
 DG4829
 DG4829                          STATION DESCRIPTION
 DG4829
 DG4829'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4829'THE STATION IS LOCATED ABOUT 30 KM WEST OF KENOSHA AND 7 KM NORTHEAST
 DG4829'OF NEW MUNSTER.  OWNERSHIP--TOWN OF BRIGHTON. TO REACH THE STATION
 DG4829'FROM THE JUNCTION OF STATE HIGHWAY 11 EAST WITH STATE HIGHWAY 83 IN
 DG4829'THE CITY OF BURLINGTON, GO SOUTH ON STATE HIGHWAY 83 FOR 8.6 KM TO
 DG4829'COUTY HIGHWAY JB (31ST STREET), TURN LEFT AND GO EAST ON COUNTY
 DG4829'HIGHWAY JB (31ST STREET) FOR 3.8 KM TO 308TH STREET, TURN RIGHT AND GO
 DG4829'SOUTH ON 308TH STREET FOR 1.2 KM TO 41ST STREET, TURN LEFT AND GO EAST
 DG4829'ON 41ST STREET FOR  0.1 KM TO THE STATION ON THE LEFT. THE STATION IS
 DG4829'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4829'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DG4829'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE STREET PAVEMENT. THE
 DG4829'STATION IS 5.0 M NORTH OF THE CENTERLINE OF 41ST STREET, 67 M EAST OF
 DG4829'THE CENTERLINE OF 308TH AVE, AND 1 M SOUTH OF CULTIVATED FIELD.
 DG4829'---NOTE---THE STATION IS WEST-SOUTHWEST, EAST-SOUTHEAST AND NORTH OF
 DG4829'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS
 DG4829'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4829'HORIZON.
 DG4829
 DG4829                          STATION RECOVERY (2006)
 DG4829
 DG4829'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DG4829'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M NORTH, 0.7 M
 DG4829'EAST-SOUTHEAST, AND 0.7 M WEST-SOUTHWEST OF THREE ORANGE 4X4 PLASTIC
 DG4829'GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0907 ***********************************************************************
 PN0907  DESIGNATION -  BRILLION
 PN0907  PID         -  PN0907
 PN0907  STATE/COUNTY-  WI/MANITOWOC
 PN0907  COUNTRY     -  US
 PN0907  USGS QUAD   -  BRILLION (2018)
 PN0907
 PN0907                         *CURRENT SURVEY CONTROL
 PN0907  ______________________________________________________________________
 PN0907* NAD 83(2011) POSITION- 44 10 47.53098(N) 088 02 15.55489(W)   ADJUSTED
 PN0907* NAD 83(2011) ELLIP HT-   235.031 (meters)        (06/27/12)   ADJUSTED
 PN0907* NAD 83(2011) EPOCH   -  2010.00
 PN0907* NAVD 88 ORTHO HEIGHT -   271.086 (meters)      889.39  (feet) ADJUSTED
 PN0907  ______________________________________________________________________
 PN0907  GEOID HEIGHT    -        -36.054 (meters)                     GEOID18
 PN0907  NAD 83(2011) X  -    156,891.115 (meters)                     COMP
 PN0907  NAD 83(2011) Y  - -4,579,051.918 (meters)                     COMP
 PN0907  NAD 83(2011) Z  -  4,422,610.349 (meters)                     COMP
 PN0907  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 PN0907  DYNAMIC HEIGHT  -        271.041 (meters)      889.24  (feet) COMP
 PN0907  MODELED GRAVITY -    980,447.4   (mgal)                       NAVD 88
 PN0907
 PN0907  VERT ORDER      -  SECOND    CLASS I
 PN0907
 PN0907  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PN0907  Standards:
 PN0907         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PN0907            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PN0907  -------------------------------------------------------------------
 PN0907  NETWORK    0.29   0.35           0.13   0.10   0.18      0.06127746
 PN0907  -------------------------------------------------------------------
 PN0907  Click here for local accuracies and other accuracy information.
 PN0907
 PN0907.The horizontal coordinates were established by GPS observations
 PN0907.and adjusted by the National Geodetic Survey in June 2012.
 PN0907
 PN0907.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PN0907.been affixed to the stable North American tectonic plate. See 
 PN0907.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PN0907
 PN0907.The horizontal coordinates are valid at the epoch date displayed above
 PN0907.which is a decimal equivalence of Year/Month/Day.
 PN0907
 PN0907.The orthometric height was determined by differential leveling and
 PN0907.adjusted by the WI DEPT OF TRANSP
 PN0907.in May 2012.
 PN0907
 PN0907.No vertical observational check was made to the station.
 PN0907
 PN0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0907.GEOID18 height accuracy estimate available here.
 PN0907
 PN0907.Click photographs - Photos may exist for this station.
 PN0907
 PN0907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN0907
 PN0907.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0907
 PN0907.The ellipsoidal height was determined by GPS observations
 PN0907.and is referenced to NAD 83.
 PN0907
 PN0907.The dynamic height is computed by dividing the NAVD 88
 PN0907.geopotential number by the normal gravity value computed on the
 PN0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0907.degrees latitude (g = 980.6199 gals.).
 PN0907
 PN0907.The modeled gravity was interpolated from observed gravity values.
 PN0907
 PN0907. The following values were computed from the NAD 83(2011) position.
 PN0907
 PN0907;                    North         East     Units Scale Factor Converg.
 PN0907;SPC WI S     -   244,019.536   756,905.453   MT  1.00002496   +1 20 54.0
 PN0907;SPC WI S     -   800,587.43  2,483,280.64   sFT  1.00002496   +1 20 54.0
 PN0907;UTM  16      - 4,892,374.338   417,058.609   MT  0.99968460   -0 43 23.5
 PN0907
 PN0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0907!SPC WI S     -   0.99996315  x   1.00002496  =   0.99998811
 PN0907!UTM  16      -   0.99996315  x   0.99968460  =   0.99964776
 PN0907
 PN0907:                Primary Azimuth Mark                     Grid Az
 PN0907:SPC WI S     -  BRILLION AZ MK                           122 18 54.6
 PN0907:UTM  16      -  BRILLION AZ MK                           124 23 12.1
 PN0907
 PN0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1705892374(NAD 83)
 PN0907
 PN0907|---------------------------------------------------------------------|
 PN0907| PID    Reference Object                     Distance      Geod. Az  |
 PN0907|                                                           dddmmss.s |
 PN0907| CJ4329 BRILLION RM 1                         8.439 METERS 11836     |
 PN0907| CJ4328 BRILLION AZ MK                                     1233948.6 |
 PN0907| CJ4330 BRILLION RM 2                         6.847 METERS 18743     |
 PN0907| PN0908 BRILLION MUNICIPAL TANK             APPROX. 2.1 KM 2593316.6 |
 PN0907|---------------------------------------------------------------------|
 PN0907
 PN0907                          SUPERSEDED SURVEY CONTROL
 PN0907
 PN0907  NAD 83(2007)-  44 10 47.53104(N)    088 02 15.55572(W) AD(2002.00) 0
 PN0907  ELLIP H (02/10/07)  235.073  (m)                       GP(2002.00)    
 PN0907  NAD 83(1997)-  44 10 47.53115(N)    088 02 15.55577(W) AD(       ) B
 PN0907  ELLIP H (06/11/03)  235.065  (m)                       GP(       ) 4 1
 PN0907  NAD 83(1991)-  44 10 47.53182(N)    088 02 15.55419(W) AD(       ) 3
 PN0907  NAD 83(1986)-  44 10 47.52319(N)    088 02 15.54769(W) AD(       ) 3
 PN0907  NAD 27      -  44 10 47.55000(N)    088 02 15.19700(W) AD(       ) 3
 PN0907  NAVD 88             271.04   (m)          889.2    (f) LEVELING    3  
 PN0907  NAVD 88 (04/20/07)  271.041  (m)          889.24   (f) SUPERSEDED  2 1
 PN0907  NAVD 88             271.07   (m)          889.3    (f) LEVELING    3  
 PN0907  NAVD 88 (05/16/03)  271.072  (m)          889.34   (f) SUPERSEDED  2 1
 PN0907
 PN0907.Superseded values are not recommended for survey control.
 PN0907
 PN0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0907.See file dsdata.pdf to determine how the superseded data were derived.
 PN0907
 PN0907_MARKER: DS = TRIANGULATION STATION DISK
 PN0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0907_STAMPING: BRILLION 1953
 PN0907_MARK LOGO: CGS
 PN0907_PROJECTION: FLUSH
 PN0907_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0907+STABILITY: SURFACE MOTION
 PN0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0907+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 PN0907
 PN0907  HISTORY     - Date     Condition        Report By
 PN0907  HISTORY     - 1953     MONUMENTED       CGS
 PN0907  HISTORY     - 20010518 GOOD             WIDT
 PN0907  HISTORY     - 20030619 GOOD             USPSQD
 PN0907  HISTORY     - 20050906 GOOD             WIDT
 PN0907  HISTORY     - 20061001 GOOD             USPSQD
 PN0907
 PN0907                          STATION DESCRIPTION
 PN0907
 PN0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0907'STATION IS LOCATED ABOUT 1 MILE EAST OF BRILLION ALONG THE
 PN0907'NORTHEAST SIDE OF U.S. HIGHWAY 10 AND IS ON ROAD RIGHT-OF-WAY.
 PN0907'IT IS 163 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 PN0907'HOUSE, 54 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 10,
 PN0907'14 FEET NORTH OF A POWER LINE POLE, 5 FEET SOUTHEAST OF A FENCE
 PN0907'CORNER AND 4 FEET SOUTHWEST OF A WHITE WITNESS POST AND A FENCE
 PN0907'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BRILLION
 PN0907'1953.
 PN0907'
 PN0907'REFERENCE MARK NO. 1 IS 55 FEET NORTHEAST OF THE CENTER OF THE
 PN0907'HIGHWAY AND 1 FOOT SOUTHWEST OF A FENCE LINE.  THE MARK PROJECTS
 PN0907'2 INCHES AND THE DISK IS STAMPED BRILLION NO 1 1953.
 PN0907'
 PN0907'REFERENCE MARK NO. 2 IS 33 FEET NORTHEAST OF THE CENTER OF U.S.
 PN0907'HIGHWAY 10 AND 7 FEET SOUTH OF A POWER LINE POLE.  THE MARK IS
 PN0907'FLUSH AND THE DISK IS STAMPED BRILLION NO 2 1953.
 PN0907'
 PN0907'AZIMUTH MARK IS 59 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 10,
 PN0907'5 FEET SOUTHWEST OF A POWER LINE POLE, 1 FOOT WEST OF A WHITE
 PN0907'WITNESS POST AND IS IN A FENCE LINE.  THE MARK PROJECTS
 PN0907'2 INCHES AND THE DISK IS STAMPED BRILLION 1953.
 PN0907'
 PN0907'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10
 PN0907'AND STATE HIGHWAY 114 AT THE NORTH EDGE OF BRILLION, GO EAST
 PN0907'ON HIGHWAY 10 FOR 1.35 MILES TO A FRAME HOUSE ON THE LEFT AND
 PN0907'THE STATION ON THE LEFT AS DESCRIBED.
 PN0907'
 PN0907'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 PN0907'10 FOR 0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 PN0907'
 PN0907'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PN0907
 PN0907                          STATION RECOVERY (2001)
 PN0907
 PN0907'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0907'THE STATION IS LOCATED ABOUT 47 KM NORTHEAST OF FOND DU LAC, 31 KM
 PN0907'NORTHWEST OF MANITOWOC, AND 30 KM SOUTHEAST OF APPLETON.
 PN0907'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN0907'STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 32
 PN0907'ABOUT 16 KM SOUTHEAST OF APPLETON, GO EAST ON US HIGHWAY 10 FOR 10.1
 PN0907'KM TO LONG LAKE ROAD, CONTINUE EAST ON US HIGHWAY 10 FOR 0.5 KM TO
 PN0907'THE STATION ON THE LEFT. THE STATION IS A BRONZE US COAST AND
 PN0907'GEODETIC SURVEY DISK SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 PN0907'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 16.7 KM
 PN0907'NORTH OF THE CENTERLINE OF US HIGHWAY 10, 6.6 M EAST-SOUTHEAST OF THE
 PN0907'CENTERLINE OF THE WESTERNMOST DRIVEWAY OF PRIVATE ENTRANCE --24120--,
 PN0907'8.4 M WEST OF REFERENCE MARK NO. 1, 6.75 M NORTH-NORTHWEST OF
 PN0907'REFERENCE MARK NO. 2, 4.75 M NORTH OF POWER POLE --2021 30W3--, AND
 PN0907'7.6 M NORTH OF YELLOW STEEL --R/W-- MARKER AND WHITE PLASTIC WITNESS
 PN0907'POST. ---NOTE---THE STATION IS IN THE FRONT YARD OF HOUSE.
 PN0907'---NOTE---THIS STATION HAS A POWER POLE AND WIRES EXTENDING TO 70
 PN0907'DEGREES ABOVE THE HORIZON.
 PN0907
 PN0907                          STATION RECOVERY (2003)
 PN0907
 PN0907'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0907'THE STATION, RM 1, RM 2, AND AZIMUTH MARK WERE FOUND IN GOOD
 PN0907'CONDITION. ADD-- THE AZIMUTH MARK IS SOUTH AND ACROSS HIGHWAY 10 FROM
 PN0907'UTILITY POLE NUMBER 2021-30E15 WITH 1 GUY WIRE AND TRANSFORMER AND
 PN0907'ACROSS THE HIGHWAY FROM THE WESTERNMOST GRAVEL DRIVEWAY TO THE
 PN0907'HAELFRISCH FARM AT 23728.
 PN0907
 PN0907                          STATION RECOVERY (2005)
 PN0907
 PN0907'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0907'RECOVERED IN GOOD CONDITION.
 PN0907
 PN0907                          STATION RECOVERY (2006)
 PN0907
 PN0907'RECOVERY NOTE BY US POWER SQUADRON 2006
 PN0907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF5985 ***********************************************************************
 DF5985  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5985  DESIGNATION -  BRILLION E GPS
 DF5985  PID         -  DF5985
 DF5985  STATE/COUNTY-  WI/CALUMET
 DF5985  COUNTRY     -  US
 DF5985  USGS QUAD   -  HILBERT (2018)
 DF5985
 DF5985                         *CURRENT SURVEY CONTROL
 DF5985  ______________________________________________________________________
 DF5985* NAD 83(2011) POSITION- 44 12 28.87942(N) 088 09 15.09557(W)   ADJUSTED
 DF5985* NAD 83(2011) ELLIP HT-   220.235 (meters)        (06/27/12)   ADJUSTED
 DF5985* NAD 83(2011) EPOCH   -  2010.00
 DF5985* NAVD 88 ORTHO HEIGHT -   256.35  (meters)      841.0   (feet) GPS OBS
 DF5985  ______________________________________________________________________
 DF5985  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF5985  GEOID HEIGHT    -        -36.116 (meters)                     GEOID12A
 DF5985  GEOID HEIGHT    -        -36.118 (meters)                     GEOID18
 DF5985  NAD 83(2011) X  -    147,506.466 (meters)                     COMP
 DF5985  NAD 83(2011) Y  - -4,577,171.392 (meters)                     COMP
 DF5985  NAD 83(2011) Z  -  4,424,842.968 (meters)                     COMP
 DF5985  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 DF5985
 DF5985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5985  Standards:
 DF5985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5985  -------------------------------------------------------------------
 DF5985  NETWORK    0.31   0.29           0.14   0.11   0.15     -0.01755561
 DF5985  -------------------------------------------------------------------
 DF5985  Click here for local accuracies and other accuracy information.
 DF5985
 DF5985.The horizontal coordinates were established by GPS observations
 DF5985.and adjusted by the National Geodetic Survey in June 2012.
 DF5985
 DF5985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5985.been affixed to the stable North American tectonic plate. See 
 DF5985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5985
 DF5985.The horizontal coordinates are valid at the epoch date displayed above
 DF5985.which is a decimal equivalence of Year/Month/Day.
 DF5985
 DF5985.The orthometric height was determined by GPS observations and a
 DF5985.high-resolution geoid model using precise GPS observation and
 DF5985.processing techniques.
 DF5985
 DF5985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5985.GEOID18 height accuracy estimate available here.
 DF5985
 DF5985.Click photographs - Photos may exist for this station.
 DF5985
 DF5985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5985
 DF5985.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5985
 DF5985.The ellipsoidal height was determined by GPS observations
 DF5985.and is referenced to NAD 83.
 DF5985
 DF5985. The following values were computed from the NAD 83(2011) position.
 DF5985
 DF5985;                    North         East     Units Scale Factor Converg.
 DF5985;SPC WI S     -   246,934.261   747,519.540   MT  1.00003178   +1 16 05.7
 DF5985;SPC WI S     -   810,150.15  2,452,487.02   sFT  1.00003178   +1 16 05.7
 DF5985;UTM  16      - 4,895,625.471   407,787.330   MT  0.99970458   -0 48 17.4
 DF5985
 DF5985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5985!SPC WI S     -   0.99996547  x   1.00003178  =   0.99999725
 DF5985!UTM  16      -   0.99996547  x   0.99970458  =   0.99967006
 DF5985
 DF5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0778795625(NAD 83)
 DF5985
 DF5985                          SUPERSEDED SURVEY CONTROL
 DF5985
 DF5985  NAD 83(2007)-  44 12 28.87949(N)    088 09 15.09641(W) AD(2002.00) 0
 DF5985  ELLIP H (02/10/07)  220.277  (m)                       GP(2002.00)    
 DF5985  NAD 83(1997)-  44 12 28.87958(N)    088 09 15.09652(W) AD(       ) 1
 DF5985  ELLIP H (06/11/03)  220.271  (m)                       GP(       ) 3 1
 DF5985  NAVD 88 (07/26/07)  256.31   (m)  GEOID03  model used  GPS OBS        
 DF5985  NAVD 88 (06/11/03)  256.34   (m)  GEOID99  model used  GPS OBS        
 DF5985
 DF5985.Superseded values are not recommended for survey control.
 DF5985
 DF5985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5985.See file dsdata.pdf to determine how the superseded data were derived.
 DF5985
 DF5985_MARKER: DD = SURVEY DISK
 DF5985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5985_STAMPING: BRILLION E GPS 2001
 DF5985_MARK LOGO: WIDT
 DF5985_PROJECTION: FLUSH
 DF5985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5985+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 DF5985
 DF5985  HISTORY     - Date     Condition        Report By
 DF5985  HISTORY     - 2001     MONUMENTED       WIDT
 DF5985  HISTORY     - 20030630 GOOD             USPSQD
 DF5985  HISTORY     - 20050817 GOOD             WIDT
 DF5985  HISTORY     - 20060908 GOOD             USPSQD
 DF5985
 DF5985                          STATION DESCRIPTION
 DF5985
 DF5985'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF5985'THE STATION IS LOCATED ABOUT 42 KM W-NW OF MANITOWOC, 37 KM
 DF5985'S-SW OF GREEN BAY, AND 22 KM SE OF APPLETON.  OWNERSHIP-
 DF5985'WIDT.  TO REACH THE STATION FROM THE JUNCTION OF US HWY
 DF5985'10 WITH STATE HWY 32 AND STATE HWY 57 ABOUT 11 KM SE OF THE CITY OF
 DF5985'KAUKAUNA, GO S ON STATE HWY 32 AND STATE HWY 57 FOR 0.4 KM TO THE
 DF5985'STATION ON THE LEFT.  THE STATION IS A BRONZE WIDT GEODETIC
 DF5985'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF5985'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1.0 M BELOW THE
 DF5985'HIGHWAY PAVEMENT.  THE STATION IS 12.9 M EAST OF THE CENTERLINE OF
 DF5985'STATE HWY 32 AND STATE HWY 57, 39.0 M S OF A POST FOR A --JCT HWY
 DF5985'10-- SIGN, 30.0 M N OF A WOOD POST FOR A --SPEED LIMIT 45-- SIGN,
 DF5985'1 M W OF A CULTIVATED FIELD, 0.6 M W OF A WHITE PLASTIC WITNESS
 DF5985'POST, 1.0 M E, 1.0 M S, AND 1.0 M N OF THREE 4X4 ORANGE PLASTIC
 DF5985'WITNESS POSTS.  --NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF5985'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF5985
 DF5985                          STATION RECOVERY (2003)
 DF5985
 DF5985'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF5985'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE
 DF5985'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF5985
 DF5985                          STATION RECOVERY (2005)
 DF5985
 DF5985'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF5985'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 DF5985'POST PRESENT.
 DF5985
 DF5985                          STATION RECOVERY (2006)
 DF5985
 DF5985'RECOVERY NOTE BY US POWER SQUADRON 2006 (JK)
 DF5985'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6116 ***********************************************************************
 DF6116  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6116  DESIGNATION -  BRILLION S GPS
 DF6116  PID         -  DF6116
 DF6116  STATE/COUNTY-  WI/CALUMET
 DF6116  COUNTRY     -  US
 DF6116  USGS QUAD   -  BRILLION (2018)
 DF6116
 DF6116                         *CURRENT SURVEY CONTROL
 DF6116  ______________________________________________________________________
 DF6116* NAD 83(2011) POSITION- 44 10 11.27362(N) 088 06 16.93653(W)   ADJUSTED
 DF6116* NAD 83(2011) ELLIP HT-   210.894 (meters)        (06/27/12)   ADJUSTED
 DF6116* NAD 83(2011) EPOCH   -  2010.00
 DF6116* NAVD 88 ORTHO HEIGHT -   246.97  (meters)      810.3   (feet) GPS OBS
 DF6116  ______________________________________________________________________
 DF6116  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6116  GEOID HEIGHT    -        -36.072 (meters)                     GEOID12A
 DF6116  GEOID HEIGHT    -        -36.071 (meters)                     GEOID18
 DF6116  NAD 83(2011) X  -    151,557.588 (meters)                     COMP
 DF6116  NAD 83(2011) Y  - -4,579,994.528 (meters)                     COMP
 DF6116  NAD 83(2011) Z  -  4,421,790.864 (meters)                     COMP
 DF6116  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 DF6116
 DF6116  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6116  Standards:
 DF6116         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6116            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6116  -------------------------------------------------------------------
 DF6116  NETWORK    0.38   0.33           0.17   0.14   0.17     -0.03876313
 DF6116  -------------------------------------------------------------------
 DF6116  Click here for local accuracies and other accuracy information.
 DF6116
 DF6116.The horizontal coordinates were established by GPS observations
 DF6116.and adjusted by the National Geodetic Survey in June 2012.
 DF6116
 DF6116.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6116.been affixed to the stable North American tectonic plate. See 
 DF6116.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6116
 DF6116.The horizontal coordinates are valid at the epoch date displayed above
 DF6116.which is a decimal equivalence of Year/Month/Day.
 DF6116
 DF6116.The orthometric height was determined by GPS observations and a
 DF6116.high-resolution geoid model using precise GPS observation and
 DF6116.processing techniques.
 DF6116
 DF6116.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6116.GEOID18 height accuracy estimate available here.
 DF6116
 DF6116.Click photographs - Photos may exist for this station.
 DF6116
 DF6116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6116
 DF6116.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6116
 DF6116.The ellipsoidal height was determined by GPS observations
 DF6116.and is referenced to NAD 83.
 DF6116
 DF6116. The following values were computed from the NAD 83(2011) position.
 DF6116
 DF6116;                    North         East     Units Scale Factor Converg.
 DF6116;SPC WI S     -   242,776.689   751,570.599   MT  1.00002258   +1 18 08.1
 DF6116;SPC WI S     -   796,509.85  2,465,777.87   sFT  1.00002258   +1 18 08.1
 DF6116;UTM  16      - 4,891,325.518   411,684.105   MT  0.99969592   -0 46 11.3
 DF6116
 DF6116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6116!SPC WI S     -   0.99996693  x   1.00002258  =   0.99998951
 DF6116!UTM  16      -   0.99996693  x   0.99969592  =   0.99966286
 DF6116
 DF6116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1168491325(NAD 83)
 DF6116
 DF6116                          SUPERSEDED SURVEY CONTROL
 DF6116
 DF6116  NAD 83(2007)-  44 10 11.27368(N)    088 06 16.93735(W) AD(2002.00) 0
 DF6116  ELLIP H (02/10/07)  210.936  (m)                       GP(2002.00)    
 DF6116  NAD 83(1997)-  44 10 11.27377(N)    088 06 16.93744(W) AD(       ) 1
 DF6116  ELLIP H (06/11/03)  210.930  (m)                       GP(       ) 3 1
 DF6116  NAVD 88 (07/26/07)  246.93   (m)  GEOID03  model used  GPS OBS        
 DF6116  NAVD 88 (06/11/03)  246.95   (m)  GEOID99  model used  GPS OBS        
 DF6116
 DF6116.Superseded values are not recommended for survey control.
 DF6116
 DF6116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6116.See file dsdata.pdf to determine how the superseded data were derived.
 DF6116
 DF6116_MARKER: DD = SURVEY DISK
 DF6116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6116_STAMPING: BRILLION S GPS 2001
 DF6116_MARK LOGO: WIDT
 DF6116_PROJECTION: FLUSH
 DF6116_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6116+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 DF6116
 DF6116  HISTORY     - Date     Condition        Report By
 DF6116  HISTORY     - 2001     MONUMENTED       WIDT
 DF6116  HISTORY     - 20030630 GOOD             USPSQD
 DF6116  HISTORY     - 20050817 GOOD             WIDT
 DF6116  HISTORY     - 20060908 GOOD             USPSQD
 DF6116
 DF6116                          STATION DESCRIPTION
 DF6116
 DF6116'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF6116'THE STATION IS LOCATED ABOUT 35 KM SOUTH OF ASHWAUBENON, 18 KM
 DF6116'SW OF KAUKAUNA AND 16 KM N-NE OF CHILTON.  OWNERSHIP-WIDNR.  TO
 DF6116'REACH THE STATION FROM THE JUNCTION OF US HWY 10 WITH STATE HWY
 DF6116'32 ABOUT 18 KM SE OF KAUKAUNA, GO E ON US HWY 10 FOR 5 KM TO
 DF6116'BASTIAN RD, TURN RIGHT AND GO S ON BASTIAN RD FOR 1.6 KM TO
 DF6116'CENTER RD, CONTINUE S ON BASTIAN RD FOR 1.0 KM TO A GRAVEL PARKING
 DF6116'LOT ON THE RIGHT, CONTINUE S FOR 0.2 KM TO THE STATION IN THE SW
 DF6116'QUADRANT OF THE PARKING LOT.  THE STATION IS A BRASS WIDT GEODETIC
 DF6116'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF6116'CONCRETE POST ABOUT 0.5 M ABOVE THE GRAVEL OF THE PARKING LOT.  THE
 DF6116'STATION IS 30 M W OF THE CENTERLINE OF BASTIAN RD, 0.56 KM S-SW OF A
 DF6116'PRIVATE ENTRANCE -N8784 BASTIAN ST-, 34.5 M W-NW OF THE SOUTHERNMOST
 DF6116'ORANGE AND WHITE ROAD BLOCK POST, 23.3 M NW OF THE WESTERNMOST END
 DF6116'OF A 65-CM DIAMETER CORRUGATED METAL CULVERT PIPE, 2 M W OF THE EDGE
 DF6116'OF A GRAVEL PARKING LOT, 1.0 M E, 1.0 M S, AND 1.0 M N OF THREE 4X4
 DF6116'ORANGE PLASTIC WITNESS POSTS.  --NOTE--THIS STATION HAS NO VISIBLE
 DF6116'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF6116
 DF6116                          STATION RECOVERY (2003)
 DF6116
 DF6116'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6116'RECOVERED IN GOOD CONDITION.
 DF6116
 DF6116                          STATION RECOVERY (2005)
 DF6116
 DF6116'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6116'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 0.3 MILE (NOT 5.6
 DF6116'KM) SOUTH OF THE PRIVATE ENTRANCE --N7883 BASTIAN STREET-- (NOT
 DF6116'N8784).
 DF6116
 DF6116                          STATION RECOVERY (2006)
 DF6116
 DF6116'RECOVERY NOTE BY US POWER SQUADRON 2006 (JK)
 DF6116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5450 ***********************************************************************
 DH5450  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5450  DESIGNATION -  BRISTOL C GPS
 DH5450  PID         -  DH5450
 DH5450  STATE/COUNTY-  WI/DANE
 DH5450  COUNTRY     -  US
 DH5450  USGS QUAD   -  SUN PRAIRIE (2018)
 DH5450
 DH5450                         *CURRENT SURVEY CONTROL
 DH5450  ______________________________________________________________________
 DH5450* NAD 83(2011) POSITION- 43 13 40.05319(N) 089 10 13.24769(W)   ADJUSTED
 DH5450* NAD 83(2011) ELLIP HT-   242.481 (meters)        (06/27/12)   ADJUSTED
 DH5450* NAD 83(2011) EPOCH   -  2010.00
 DH5450* NAVD 88 ORTHO HEIGHT -   277.30  (meters)      909.8   (feet) GPS OBS
 DH5450  ______________________________________________________________________
 DH5450  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5450  GEOID HEIGHT    -        -34.820 (meters)                     GEOID12A
 DH5450  GEOID HEIGHT    -        -34.820 (meters)                     GEOID18
 DH5450  NAD 83(2011) X  -     67,400.499 (meters)                     COMP
 DH5450  NAD 83(2011) Y  - -4,654,346.188 (meters)                     COMP
 DH5450  NAD 83(2011) Z  -  4,346,141.555 (meters)                     COMP
 DH5450  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 DH5450
 DH5450  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5450  Standards:
 DH5450         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5450            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5450  -------------------------------------------------------------------
 DH5450  NETWORK    0.30   0.45           0.14   0.10   0.23      0.07140865
 DH5450  -------------------------------------------------------------------
 DH5450  Click here for local accuracies and other accuracy information.
 DH5450
 DH5450.The horizontal coordinates were established by GPS observations
 DH5450.and adjusted by the National Geodetic Survey in June 2012.
 DH5450
 DH5450.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5450.been affixed to the stable North American tectonic plate. See 
 DH5450.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5450
 DH5450.The horizontal coordinates are valid at the epoch date displayed above
 DH5450.which is a decimal equivalence of Year/Month/Day.
 DH5450
 DH5450.The orthometric height was determined by GPS observations and a
 DH5450.high-resolution geoid model using precise GPS observation and
 DH5450.processing techniques.
 DH5450
 DH5450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5450.GEOID18 height accuracy estimate available here.
 DH5450
 DH5450.Click photographs - Photos may exist for this station.
 DH5450
 DH5450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5450
 DH5450.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5450
 DH5450.The ellipsoidal height was determined by GPS observations
 DH5450.and is referenced to NAD 83.
 DH5450
 DH5450. The following values were computed from the NAD 83(2011) position.
 DH5450
 DH5450;                    North         East     Units Scale Factor Converg.
 DH5450;SPC WI S     -   136,731.023   667,394.945   MT  0.99993711   +0 34 12.2
 DH5450;SPC WI S     -   448,591.70  2,189,611.58   sFT  0.99993711   +0 34 12.2
 DH5450;UTM  16      - 4,788,398.133   323,750.849   MT  0.99998214   -1 29 12.7
 DH5450
 DH5450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5450!SPC WI S     -   0.99996198  x   0.99993711  =   0.99989909
 DH5450!UTM  16      -   0.99996198  x   0.99998214  =   0.99994412
 DH5450
 DH5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2375088398(NAD 83)
 DH5450
 DH5450                          SUPERSEDED SURVEY CONTROL
 DH5450
 DH5450  NAD 83(2007)-  43 13 40.05320(N)    089 10 13.24858(W) AD(2002.00) 0
 DH5450  ELLIP H (02/10/07)  242.513  (m)                       GP(2002.00)    
 DH5450  NAD 83(1997)-  43 13 40.05300(N)    089 10 13.24897(W) AD(       ) 1
 DH5450  ELLIP H (08/01/05)  242.510  (m)                       GP(       ) 2 1
 DH5450  NAVD 88 (07/26/07)  277.28   (m)  GEOID03  model used  GPS OBS        
 DH5450
 DH5450.Superseded values are not recommended for survey control.
 DH5450
 DH5450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5450.See file dsdata.pdf to determine how the superseded data were derived.
 DH5450
 DH5450_MARKER: DD = SURVEY DISK
 DH5450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5450_STAMPING: BRISTOL C GPS 2004
 DH5450_MARK LOGO: WIDT
 DH5450_PROJECTION: FLUSH
 DH5450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5450+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 DH5450
 DH5450  HISTORY     - Date     Condition        Report By
 DH5450  HISTORY     - 2003     MONUMENTED       WIDT
 DH5450  HISTORY     - 20070404 GOOD             WIDT
 DH5450
 DH5450                          STATION DESCRIPTION
 DH5450
 DH5450'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5450'OWNERSHIP--TOWNSHIP OF BRISTOL.  TO REACH THE STATION FROM THE
 DH5450'JUNCTION OF US HIGHWAY 151 AND COUNTY HIGHWAY N (N. BRISTOL STREET) IN
 DH5450'THE CITY OF SUN  PRAIRIE, GO NORTH ON COUNTY HIGHWAY N FOR 1.9 MI TO
 DH5450'HAPPY VALLEY ROAD, TURN RIGHT AND  GO EAST ON HAPPY VALLY ROAD FOR 1.2
 DH5450'MI TO WILBURN ROAD, TURN LEFT AND GO NORTH ON  WILBURN ROAD FOR 0.3 MI
 DH5450'TO W. BRANCH ROAD, TURN RIGHT AND GO EAST ON W. BRANCH ROAD  FOR 0.7
 DH5450'MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5450'DEPARTMENT OF  TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK
 DH5450'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M  BELOW THE
 DH5450'ROAD PAVEMENT.  THE STATION IS 9.0 M SOUTH OF THE CENTERLINE OF W.
 DH5450'BRANCH ROAD, 52.3 M EAST OF A METAL POST FOR A --STOP AHEAD-- SIGN, 10
 DH5450'M WEST OF THE  CENTERLINE OF A FIELD ENTRANCE,  3 M NORTH OF A
 DH5450'CUTIVATED FILED, 1.0 M EAST OF AN ORANGE 4X4  PLASTIC WITNESS POST AND
 DH5450'1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5450'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5450'ABOVE THE HORIZON.
 DH5450
 DH5450                          STATION RECOVERY (2007)
 DH5450
 DH5450'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5450'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 45.1 M EAST OF THE
 DH5450'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --2178-- AND 25.4 M EAST OF A
 DH5450'METAL --STOP AHEAD-- SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9453 ***********************************************************************
 DF9453  DESIGNATION -  BRISTOL E GPS
 DF9453  PID         -  DF9453
 DF9453  STATE/COUNTY-  WI/KENOSHA
 DF9453  COUNTRY     -  US
 DF9453  USGS QUAD   -  PADDOCK LAKE (2018)
 DF9453
 DF9453                         *CURRENT SURVEY CONTROL
 DF9453  ______________________________________________________________________
 DF9453* NAD 83(2011) POSITION- 42 32 17.69014(N) 088 00 01.60166(W)   ADJUSTED
 DF9453* NAD 83(2011) ELLIP HT-   177.021 (meters)        (06/27/12)   ADJUSTED
 DF9453* NAD 83(2011) EPOCH   -  2010.00
 DF9453* NAVD 88 ORTHO HEIGHT -   211.582 (meters)      694.17  (feet) ADJUSTED
 DF9453  ______________________________________________________________________
 DF9453  GEOID HEIGHT    -        -34.558 (meters)                     GEOID18
 DF9453  NAD 83(2011) X  -    164,232.455 (meters)                     COMP
 DF9453  NAD 83(2011) Y  - -4,704,049.459 (meters)                     COMP
 DF9453  NAD 83(2011) Z  -  4,289,965.875 (meters)                     COMP
 DF9453  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 DF9453  DYNAMIC HEIGHT  -        211.515 (meters)      693.95  (feet) COMP
 DF9453  MODELED GRAVITY -    980,301.2   (mgal)                       NAVD 88
 DF9453
 DF9453  VERT ORDER      -  SECOND    CLASS I
 DF9453
 DF9453  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9453  Standards:
 DF9453         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9453            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9453  -------------------------------------------------------------------
 DF9453  NETWORK    0.40   0.84           0.18   0.14   0.43      0.04596493
 DF9453  -------------------------------------------------------------------
 DF9453  Click here for local accuracies and other accuracy information.
 DF9453
 DF9453.The horizontal coordinates were established by GPS observations
 DF9453.and adjusted by the National Geodetic Survey in June 2012.
 DF9453
 DF9453.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9453.been affixed to the stable North American tectonic plate. See 
 DF9453.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9453
 DF9453.The horizontal coordinates are valid at the epoch date displayed above
 DF9453.which is a decimal equivalence of Year/Month/Day.
 DF9453
 DF9453.The orthometric height was determined by differential leveling and
 DF9453.adjusted by the WI DEPT OF TRANSP
 DF9453.in May 2012.
 DF9453
 DF9453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9453.GEOID18 height accuracy estimate available here.
 DF9453
 DF9453.Click photographs - Photos may exist for this station.
 DF9453
 DF9453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9453
 DF9453.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9453
 DF9453.The ellipsoidal height was determined by GPS observations
 DF9453.and is referenced to NAD 83.
 DF9453
 DF9453.The dynamic height is computed by dividing the NAVD 88
 DF9453.geopotential number by the normal gravity value computed on the
 DF9453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9453.degrees latitude (g = 980.6199 gals.).
 DF9453
 DF9453.The modeled gravity was interpolated from observed gravity values.
 DF9453
 DF9453. The following values were computed from the NAD 83(2011) position.
 DF9453
 DF9453;                    North         East     Units Scale Factor Converg.
 DF9453;SPC WI S     -    61,764.858   764,252.902   MT  1.00004504   +1 22 26.0
 DF9453;SPC WI S     -   202,640.20  2,507,386.40   sFT  1.00004504   +1 22 26.0
 DF9453;UTM  16      - 4,710,024.953   417,847.063   MT  0.99968304   -0 40 35.1
 DF9453
 DF9453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9453!SPC WI S     -   0.99997224  x   1.00004504  =   1.00001728
 DF9453!UTM  16      -   0.99997224  x   0.99968304  =   0.99965529
 DF9453
 DF9453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1784710024(NAD 83)
 DF9453
 DF9453                          SUPERSEDED SURVEY CONTROL
 DF9453
 DF9453  NAD 83(2007)-  42 32 17.69001(N)    088 00 01.60256(W) AD(2002.00) 0
 DF9453  ELLIP H (02/10/07)  177.055  (m)                       GP(2002.00)    
 DF9453  NAD 83(1997)-  42 32 17.69024(N)    088 00 01.60269(W) AD(       ) 1
 DF9453  ELLIP H (04/02/04)  177.070  (m)                       GP(       ) 4 1
 DF9453  NAVD 88             211.55   (m)          694.1    (f) LEVELING    3  
 DF9453  NAVD 88 (04/20/07)  211.554  (m)          694.07   (f) SUPERSEDED  2 1
 DF9453  NAVD 88             211.58   (m)          694.2    (f) LEVELING    3  
 DF9453  NAVD 88 (02/25/04)  211.576  (m)          694.15   (f) SUPERSEDED  2 1
 DF9453
 DF9453.Superseded values are not recommended for survey control.
 DF9453
 DF9453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9453.See file dsdata.pdf to determine how the superseded data were derived.
 DF9453
 DF9453_MARKER: DD = SURVEY DISK
 DF9453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9453_STAMPING: BRISTOL E GPS 2002
 DF9453_MARK LOGO: WIDT
 DF9453_PROJECTION: FLUSH
 DF9453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9453+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2023
 DF9453
 DF9453  HISTORY     - Date     Condition        Report By
 DF9453  HISTORY     - 2001     MONUMENTED       WIDT
 DF9453  HISTORY     - 20060724 GOOD             WIDT
 DF9453  HISTORY     - 20090322 GOOD             INDIV
 DF9453  HISTORY     - 20140114 GOOD             WIDT
 DF9453  HISTORY     - 20231106 GOOD             DJHENK
 DF9453
 DF9453                          STATION DESCRIPTION
 DF9453
 DF9453'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9453'THE STATION IS LOCATED ABOUT 28 KM SOUTHWEST OF RACINE, 16 KM
 DF9453'WEST-SOUTHWEST OF KENOSHA, AND 6 KM SOUTHEAST OF BRISTOL.
 DF9453'OWNERSHIP--KENOSHA COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9453'INTERSTATE HIGHWAY 94 WITH COUNTY HIGHWAY C (EXIT 345) ABOUT 9 KM
 DF9453'SOUTHWEST OF THE CITY OF KENOSHA, GO WEST ON COUNTY HIGHWAY C FOR 4.0
 DF9453'KM TO COUNTY HIGHWAY MB AND THE STATION ON THE LEFT. THE STATION IS A
 DF9453'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9453'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9453'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9453'STATION IS 38.1 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY C, 38.4 M
 DF9453'SOUTHEAST OF POWER POLE --49-3952--, 32.8 M EAST OF THE CENTERLINE OF
 DF9453'COUNTY HIGHWAY MB, 2 M NORTH OF A CULTIVATED FIELD, AND 1.2 M
 DF9453'NORTHWEST OF A STEEL --R/W-- POST.  ---NOTE---THE STATION IS WEST,
 DF9453'NORTHEAST AND SOUTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DF9453'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9453'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9453
 DF9453                          STATION RECOVERY (2006)
 DF9453
 DF9453'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9453'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS IN THE SOUTHEAST
 DF9453'QUADRANT OF THE JUNCTION OF COUNTY HIGHWAY C (93RD STREET) WITH COUNTY
 DF9453'HIGHWAY MB (160TH AVENUE).
 DF9453
 DF9453                          STATION RECOVERY (2009)
 DF9453
 DF9453'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 DF9453'RECOVERED IN GOOD CONDITION.
 DF9453
 DF9453                          STATION RECOVERY (2014)
 DF9453
 DF9453'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DF9453'RECOVERED IN GOOD CONDITION.
 DF9453'
 DF9453'NOTE-THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY HIGHWAY MAILBOX HAS
 DF9453'SINCE BEEN CONVERTED TO A ROUNDABOUT CIRCULAR INTERSECTION.  THE
 DF9453'STATION IS 11.3 M (37.1 FT) SOUTH OF THE EAST END OF A CONCRETE CURB
 DF9453'AND ASPHALT DRAINAGE FLUME AND IS LOCATED IN THE CENTER OF A TRIANGLE
 DF9453'FORMED BY THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DF9453
 DF9453                          STATION RECOVERY (2023)
 DF9453
 DF9453'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DF9453'NO SIGNIFICANT CHANGES SINCE LAST RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4830 ***********************************************************************
 DG4830  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4830  DESIGNATION -  BRISTOL GPS
 DG4830  PID         -  DG4830
 DG4830  STATE/COUNTY-  WI/KENOSHA
 DG4830  COUNTRY     -  US
 DG4830  USGS QUAD   -  PLEASANT PRAIRIE (2018)
 DG4830
 DG4830                         *CURRENT SURVEY CONTROL
 DG4830  ______________________________________________________________________
 DG4830* NAD 83(2011) POSITION- 42 30 01.80896(N) 087 59 26.13082(W)   ADJUSTED
 DG4830* NAD 83(2011) ELLIP HT-   202.383 (meters)        (06/27/12)   ADJUSTED
 DG4830* NAD 83(2011) EPOCH   -  2010.00
 DG4830* NAVD 88 ORTHO HEIGHT -   236.90  (meters)      777.2   (feet) GPS OBS
 DG4830  ______________________________________________________________________
 DG4830  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4830  GEOID HEIGHT    -        -34.514 (meters)                     GEOID12A
 DG4830  GEOID HEIGHT    -        -34.515 (meters)                     GEOID18
 DG4830  NAD 83(2011) X  -    165,141.413 (meters)                     COMP
 DG4830  NAD 83(2011) Y  - -4,706,871.841 (meters)                     COMP
 DG4830  NAD 83(2011) Z  -  4,286,892.612 (meters)                     COMP
 DG4830  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 DG4830
 DG4830  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4830  Standards:
 DG4830         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4830            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4830  -------------------------------------------------------------------
 DG4830  NETWORK    0.44   0.53           0.20   0.15   0.27      0.07484413
 DG4830  -------------------------------------------------------------------
 DG4830  Click here for local accuracies and other accuracy information.
 DG4830
 DG4830.The horizontal coordinates were established by GPS observations
 DG4830.and adjusted by the National Geodetic Survey in June 2012.
 DG4830
 DG4830.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4830.been affixed to the stable North American tectonic plate. See 
 DG4830.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4830
 DG4830.The horizontal coordinates are valid at the epoch date displayed above
 DG4830.which is a decimal equivalence of Year/Month/Day.
 DG4830
 DG4830.The orthometric height was determined by GPS observations and a
 DG4830.high-resolution geoid model using precise GPS observation and
 DG4830.processing techniques.
 DG4830
 DG4830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4830.GEOID18 height accuracy estimate available here.
 DG4830
 DG4830.Click photographs - Photos may exist for this station.
 DG4830
 DG4830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4830
 DG4830.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4830
 DG4830.The ellipsoidal height was determined by GPS observations
 DG4830.and is referenced to NAD 83.
 DG4830
 DG4830. The following values were computed from the NAD 83(2011) position.
 DG4830
 DG4830;                    North         East     Units Scale Factor Converg.
 DG4830;SPC WI S     -    57,592.505   765,163.149   MT  1.00005507   +1 22 50.4
 DG4830;SPC WI S     -   188,951.41  2,510,372.76   sFT  1.00005507   +1 22 50.4
 DG4830;UTM  16      - 4,705,824.253   418,607.186   MT  0.99968151   -0 40 09.4
 DG4830
 DG4830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4830!SPC WI S     -   0.99996826  x   1.00005507  =   1.00002333
 DG4830!UTM  16      -   0.99996826  x   0.99968151  =   0.99964978
 DG4830
 DG4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1860705824(NAD 83)
 DG4830
 DG4830                          SUPERSEDED SURVEY CONTROL
 DG4830
 DG4830  NAD 83(2007)-  42 30 01.80883(N)    087 59 26.13172(W) AD(2002.00) 0
 DG4830  ELLIP H (02/10/07)  202.417  (m)                       GP(2002.00)    
 DG4830  NAD 83(1997)-  42 30 01.80905(N)    087 59 26.13185(W) AD(       ) 1
 DG4830  ELLIP H (04/02/04)  202.433  (m)                       GP(       ) 4 1
 DG4830  NAVD 88 (07/26/07)  236.88   (m)  UNKNOWN  model used  GPS OBS        
 DG4830  NAVD 88 (04/02/04)  236.90   (m)  GEOID03  model used  GPS OBS        
 DG4830
 DG4830.Superseded values are not recommended for survey control.
 DG4830
 DG4830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4830.See file dsdata.pdf to determine how the superseded data were derived.
 DG4830
 DG4830_MARKER: DD = SURVEY DISK
 DG4830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4830_STAMPING: BRISTOL GPS 2002
 DG4830_MARK LOGO: WIDT
 DG4830_PROJECTION: FLUSH
 DG4830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4830+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DG4830
 DG4830  HISTORY     - Date     Condition        Report By
 DG4830  HISTORY     - 2001     MONUMENTED       WIDT
 DG4830  HISTORY     - 20060724 GOOD             WIDT
 DG4830
 DG4830                          STATION DESCRIPTION
 DG4830
 DG4830'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4830'THE STATION IS LOCATED ABOUT 17 KM SOUTHWEST OF KENOSHA AND 11 KM
 DG4830'SOUTHEAST OF BRISTOL.  OWNERSHIP--KENOSHA COUNTY.  TO REACH THE
 DG4830'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 173
 DG4830'ABOUT 21 KM SOUTHWEST OF THE CITY OF KENOSHA, GO NORTH ON US HIGHWAY
 DG4830'45 FOR 3.5 KM TO 128TH STREET, TURN RIGHT AND GO EAST ON 128TH STREET
 DG4830'FOR 2.9 KM TO COUNTY HIGHWAY MB ON THE LEFT, TURN LEFT AND GO NORTH ON
 DG4830'COUNTY HIGHWAY MB FOR 0.5 KM TO THE STATION ON THE LEFT. THE STATION
 DG4830'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4830'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DG4830'SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DG4830'THE STATION IS 7.5 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY MB, 48.4
 DG4830'M SOUTHWEST OF POWER POLE --88-00600 40-5--, 45.7 M NORTHWEST OF POWER
 DG4830'POLE --88-00584 40-5--, 3.8 M NORTHWEST OF A CORRUGATED METAL CULVERT
 DG4830'PIPE, AND 2 M EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DG4830'NORTH, SOUTH AND WEST OF THREE  ORANGE 4X4 PLASTIC WITNESS POSTS.
 DG4830'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4830'THAN 20 DEGREES ABOVE THE HORIZON.
 DG4830
 DG4830                          STATION RECOVERY (2006)
 DG4830
 DG4830'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DG4830'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 MILE SOUTH OF
 DG4830'COUNTY HIGHWAY CJ, 20.3 M SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE,
 DG4830'7.4 M NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M
 DG4830'NORTH-NORTHEAST AND 1.0 M SOUTH-SOUTHEAST OF TWO ORANGE 4X4 PLASTIC
 DG4830'GUARD POSTS.  NOTE-- COUNTY HIGHWAY MB IS ALSO 152ND AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4831 ***********************************************************************
 DG4831  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4831  DESIGNATION -  BRISTOL N GPS
 DG4831  PID         -  DG4831
 DG4831  STATE/COUNTY-  WI/KENOSHA
 DG4831  COUNTRY     -  US
 DG4831  USGS QUAD   -  PADDOCK LAKE (2018)
 DG4831
 DG4831                         *CURRENT SURVEY CONTROL
 DG4831  ______________________________________________________________________
 DG4831* NAD 83(2011) POSITION- 42 34 57.38218(N) 088 01 25.25132(W)   ADJUSTED
 DG4831* NAD 83(2011) ELLIP HT-   179.028 (meters)        (06/27/12)   ADJUSTED
 DG4831* NAD 83(2011) EPOCH   -  2010.00
 DG4831* NAVD 88 ORTHO HEIGHT -   213.61  (meters)      700.8   (feet) GPS OBS
 DG4831  ______________________________________________________________________
 DG4831  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4831  GEOID HEIGHT    -        -34.581 (meters)                     GEOID12A
 DG4831  GEOID HEIGHT    -        -34.582 (meters)                     GEOID18
 DG4831  NAD 83(2011) X  -    162,209.848 (meters)                     COMP
 DG4831  NAD 83(2011) Y  - -4,700,786.193 (meters)                     COMP
 DG4831  NAD 83(2011) Z  -  4,293,596.808 (meters)                     COMP
 DG4831  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 DG4831
 DG4831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4831  Standards:
 DG4831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4831  -------------------------------------------------------------------
 DG4831  NETWORK    0.40   0.49           0.18   0.14   0.25      0.02353388
 DG4831  -------------------------------------------------------------------
 DG4831  Click here for local accuracies and other accuracy information.
 DG4831
 DG4831.The horizontal coordinates were established by GPS observations
 DG4831.and adjusted by the National Geodetic Survey in June 2012.
 DG4831
 DG4831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4831.been affixed to the stable North American tectonic plate. See 
 DG4831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4831
 DG4831.The horizontal coordinates are valid at the epoch date displayed above
 DG4831.which is a decimal equivalence of Year/Month/Day.
 DG4831
 DG4831.The orthometric height was determined by GPS observations and a
 DG4831.high-resolution geoid model using precise GPS observation and
 DG4831.processing techniques.
 DG4831
 DG4831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4831.GEOID18 height accuracy estimate available here.
 DG4831
 DG4831.Click photographs - Photos may exist for this station.
 DG4831
 DG4831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4831
 DG4831.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4831
 DG4831.The ellipsoidal height was determined by GPS observations
 DG4831.and is referenced to NAD 83.
 DG4831
 DG4831. The following values were computed from the NAD 83(2011) position.
 DG4831
 DG4831;                    North         East     Units Scale Factor Converg.
 DG4831;SPC WI S     -    66,645.737   762,227.766   MT  1.00003380   +1 21 28.6
 DG4831;SPC WI S     -   218,653.56  2,500,742.26   sFT  1.00003380   +1 21 28.6
 DG4831;UTM  16      - 4,714,973.411   415,998.517   MT  0.99968681   -0 41 33.8
 DG4831
 DG4831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4831!SPC WI S     -   0.99997192  x   1.00003380  =   1.00000572
 DG4831!UTM  16      -   0.99997192  x   0.99968681  =   0.99965874
 DG4831
 DG4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1599814973(NAD 83)
 DG4831
 DG4831                          SUPERSEDED SURVEY CONTROL
 DG4831
 DG4831  NAD 83(2007)-  42 34 57.38206(N)    088 01 25.25221(W) AD(2002.00) 0
 DG4831  ELLIP H (02/10/07)  179.062  (m)                       GP(2002.00)    
 DG4831  NAD 83(1997)-  42 34 57.38227(N)    088 01 25.25234(W) AD(       ) 1
 DG4831  ELLIP H (04/02/04)  179.076  (m)                       GP(       ) 4 1
 DG4831  NAVD 88 (07/26/07)  213.59   (m)  UNKNOWN  model used  GPS OBS        
 DG4831  NAVD 88 (04/02/04)  213.61   (m)  GEOID03  model used  GPS OBS        
 DG4831
 DG4831.Superseded values are not recommended for survey control.
 DG4831
 DG4831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4831.See file dsdata.pdf to determine how the superseded data were derived.
 DG4831
 DG4831_MARKER: DD = SURVEY DISK
 DG4831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4831_STAMPING: BRISTOL N GPS 2002
 DG4831_MARK LOGO: WIDT
 DG4831_PROJECTION: FLUSH
 DG4831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4831+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 DG4831
 DG4831  HISTORY     - Date     Condition        Report By
 DG4831  HISTORY     - 2001     MONUMENTED       WIDT
 DG4831  HISTORY     - 20080609 GOOD             WIDT
 DG4831
 DG4831                          STATION DESCRIPTION
 DG4831
 DG4831'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4831'THE STATION IS LOCATED ABOUT 17 KM WEST OF KENOSHA AND 5 KM NORTHEAST
 DG4831'OF BRISTOL.  OWNERSHIP--KENOSHA COUNTY. TO REACH THE STATION FROM THE
 DG4831'JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 50 ABOUT 18 KM WEST OF
 DG4831'THE CITY OF KENOSHA, GO NORTH ON US HIGHWAY 45 FOR 1.1 KM TO COUNTY
 DG4831'HIGHWAY K, TURN RIGHT AND GO EAST FOR 1.6 KM TO COUNTY HIGHWAY D ON
 DG4831'THE RIGHT, CONTINUE EAST FOR 0.5 KM TO THE STATION ON THE RIGHT. THE
 DG4831'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DG4831'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DG4831'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE ROAD
 DG4831'PAVEMENT.  THE STATION IS 11.9 M SOUTH OF THE CENTERLINE OF COUNTY
 DG4831'HIGHWAY K, 59.4 M SOUTHEAST OF POWER POLE --E62-13888--, 26.3 M
 DG4831'SOUTHWEST OF POWER POLE --E62-13887--, 11 M WEST OF A FIELD ENTRANCE,
 DG4831'AND 5 M NORTH OF CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH,
 DG4831'WEST AND EAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DG4831'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4831'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4831
 DG4831                          STATION RECOVERY (2008)
 DG4831
 DG4831'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DG4831'RECOVERED IN GOOD CONDITION.  REPLACED TWO BROKEN GUARD POSTS.  THE
 DG4831'STATION IS 1.0 M SOUTH, 1.0 M WEST, AND 1.0 M EAST OF THREE 4X4 ORANGE
 DG4831'PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0986 ***********************************************************************
 NH0986  DESIGNATION -  BRISTOL RM
 NH0986  PID         -  NH0986
 NH0986  STATE/COUNTY-  WI/KENOSHA
 NH0986  COUNTRY     -  US
 NH0986  USGS QUAD   -  PADDOCK LAKE (2018)
 NH0986
 NH0986                         *CURRENT SURVEY CONTROL
 NH0986  ______________________________________________________________________
 NH0986* NAD 83(1994) POSITION- 42 32 52.09474(N) 088 02 08.09962(W)   ADJUSTED
 NH0986* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 NH0986  ______________________________________________________________________
 NH0986  GEOID HEIGHT    -        -34.538 (meters)                     GEOID18
 NH0986  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 NH0986  HORZ ORDER      -  FIRST
 NH0986
 NH0986.The horizontal coordinates were established by classical geodetic methods
 NH0986.and adjusted by the National Geodetic Survey in February 1997.
 NH0986
 NH0986.The orthometric height was scaled from a topographic map.
 NH0986
 NH0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0986.GEOID18 height accuracy estimate available here.
 NH0986
 NH0986.Click photographs - Photos may exist for this station.
 NH0986
 NH0986.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0986
 NH0986. The following values were computed from the NAD 83(1994) position.
 NH0986
 NH0986;                    North         East     Units Scale Factor Converg.
 NH0986;SPC WI S     -    62,757.614   761,342.005   MT  1.00004257   +1 20 59.1
 NH0986;SPC WI S     -   205,897.27  2,497,836.23   sFT  1.00004257   +1 20 59.1
 NH0986;UTM  16      - 4,711,120.818   414,974.573   MT  0.99968894   -0 42 01.1
 NH0986
 NH0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0986!SPC WI S     -   0.99996638  x   1.00004257  =   1.00000894
 NH0986!UTM  16      -   0.99996638  x   0.99968894  =   0.99965533
 NH0986
 NH0986:                Primary Azimuth Mark                     Grid Az
 NH0986:SPC WI S     -  BRISTOL RM AZ MK                         134 05 28.9
 NH0986:UTM  16      -  BRISTOL RM AZ MK                         136 08 29.1
 NH0986
 NH0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1497411120(NAD 83)
 NH0986
 NH0986|---------------------------------------------------------------------|
 NH0986| PID    Reference Object                     Distance      Geod. Az  |
 NH0986|                                                           dddmmss.s |
 NH0986| CI9091 BRISTOL RM RM 1                      20.638 METERS 03109     |
 NH0986| CI9089 BRISTOL RM AZ MK                                   1352628.0 |
 NH0986| NH1045 GRAYS LAKE MUNICIPAL TANK           APPROX.22.4 KM 1810219.4 |
 NH0986| NH1044 ROUND LAKE MUNICIPAL TANK           APPROX.21.9 KM 1924113.3 |
 NH0986| NH1033 ANTIOCH MUNICIPAL TANK              APPROX. 9.2 KM 2133344.6 |
 NH0986| NH0988 NEW MUNSTER ALPHONSE CHURCH         APPROX.16.1 KM 2830459.9 |
 NH0986| CI9090 BRISTOL RM RM 2                      37.490 METERS 29953     |
 NH0986| NH0993 BURLINGTON ST MARYS CH SPIRE        APPROX.24.7 KM 3051431.7 |
 NH0986| NH0983 SOUTHERN WIS EPILEPTIC COL STK      APPROX.16.7 KM 3460253.0 |
 NH0986|---------------------------------------------------------------------|
 NH0986
 NH0986                          SUPERSEDED SURVEY CONTROL
 NH0986
 NH0986  NAD 83(1991)-  42 32 52.09454(N)    088 02 08.09955(W) AD(       ) 1
 NH0986  NAD 83(1986)-  42 32 52.09040(N)    088 02 08.11192(W) AD(       ) 1
 NH0986  NAD 27      -  42 32 52.01900(N)    088 02 07.81400(W) AD(       ) 1
 NH0986
 NH0986.Superseded values are not recommended for survey control.
 NH0986
 NH0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0986.See file dsdata.pdf to determine how the superseded data were derived.
 NH0986
 NH0986_MARKER: DR = REFERENCE MARK DISK
 NH0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0986_STAMPING: BRISTOL 1873 1935
 NH0986_MARK LOGO: CGS
 NH0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0986+STABILITY: SURFACE MOTION
 NH0986
 NH0986  HISTORY     - Date     Condition        Report By
 NH0986  HISTORY     - 1935     MONUMENTED       CGS
 NH0986  HISTORY     - 1953     GOOD             CGS
 NH0986  HISTORY     - 1973     GOOD             ALSTER
 NH0986  HISTORY     - 1981     GOOD             AME
 NH0986
 NH0986                          STATION DESCRIPTION
 NH0986
 NH0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0986'THIS STATION IS AT THE POINT WHERE A REFERENCE STONE TO BRISTOL
 NH0986'1873 WAS RECOVERED.  ACCORDING TO THE ORIGINAL DESCRIPTION
 NH0986'THIS REFERENCE STONE BEARS NORTH 28 DEGREES AND 52 MINUTES EAST
 NH0986'AND IS 18.07 METERS FROM BRISTOL 1873.  BRISTOL 1873 WAS
 NH0986'ESTABLISHED BY THE U.S. LAKE SURVEY AND IS NOW UNDER THE CONCRETE
 NH0986'FLOOR OF A BARN.  ANOTHER REFERENCE STONE BEARING SOUTH
 NH0986'70 DEG 48 MIN EAST AND 10.79 METERS DISTANT FROM BRISTOL
 NH0986'1873 WAS NOT FOUND.  THE OLD REFERENCE STONE WAS REPLACED
 NH0986'BY NEW MARKS.
 NH0986'
 NH0986'STATION IS ABOUT 3/4 MILE SOUTHEAST OF VILLAGE OF BRISTOL
 NH0986'AND ABOUT 6 MILES NORTH-NORTHEAST OF ANTIOCH, IN SEC. 17, T.
 NH0986'1 N., R. 21 E., ON LAND OWNED BY MR. STONEBREAKER.  THE
 NH0986'STATION MARK IS IN BARNLOT TO THE NORTH OF THE STONEBREAKER
 NH0986'HOUSE, 0.6 MILE NORTH OF COUNTY HIGHWAY B, 0.7 MILE EAST
 NH0986'OF STATE HIGHWAY 45, 36.3 FEET NORTH OF NORTHEAST CORNER
 NH0986'OF LARGE BARN, 44 FEET NORTH-NORTHWEST OF FENCE CORNER AT
 NH0986'SOUTHEAST CORNER OF BARNLOT, 75.4 FEET SOUTH-SOUTHEAST OF
 NH0986'SOUTHEAST CORNER OF WAGON SHED, 36-1/2 FEET WEST OF FENCE
 NH0986'LINE AT EAST SIDE OF BARNLOT.  THE MARK IS FLUSH WITH THE
 NH0986'GROUND.
 NH0986'
 NH0986'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 45
 NH0986'AND 50, GO SOUTH ON STATE HIGHWAY 45 FOR 0.8 MILE TO RAILROAD
 NH0986'CROSSING AT SOUTH EDGE OF BRISTOL, CONTINUE SOUTH ON HIGHWAY
 NH0986'45 FOR 1.2 MILES TO JUNCTION WITH COUNTY HIGHWAY B, THENCE
 NH0986'EAST ON HIGHWAY B (GRAVEL) 1.0 MILE TO T-INTERSECTION, GO
 NH0986'NORTH ON GRAVEL ROAD 0.5 MILE TO LANE LEADING WEST TO MR.
 NH0986'STONEBREAKERS HOUSE, FOLLOW LANE WEST 0.25 MILE TO EAST SIDE
 NH0986'OF YARD, THENCE NORTH ON LANE ABOUT 200 YARDS TO LARGE BARN
 NH0986'AND STATION.
 NH0986'
 NH0986'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION,
 NH0986'1 FOOT WEST OF FENCE LINE AT EAST SIDE OF BARNLOT, 72.1
 NH0986'FEET EAST OF SOUTHEAST CORNER OF WAGON SHED.  THE MARK IS
 NH0986'FLUSH WITH THE GROUND.
 NH0986'
 NH0986'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION
 NH0986'IN HOG LOT, 1-1/2 FEET SOUTHWEST OF NORTHEAST FENCE CORNER OF
 NH0986'HOG LOT ADJOINING BARNLOT, 70.1 FEET WEST OF SOUTHEAST CORNER
 NH0986'OF WAGON SHED.  THE MARK IS FLUSH WITH THE GROUND.  THE DISTANCE
 NH0986'BETWEEN THE REFERENCE MARKS IS 141.72 FEET.
 NH0986'
 NH0986'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION AT
 NH0986'EAST SIDE OF FIRST NORTH-SOUTH GRAVEL ROAD EAST OF STATION,
 NH0986'0.15 MILE SOUTH OF LANE LEADING TO THE STONEBREAKER HOUSE
 NH0986'AND STATION, 0.35 MILE NORTH OF T-INTERSECTION OF COUNTY
 NH0986'HIGHWAY B AND GRAVEL ROAD TO NORTH, 1 FOOT WEST OF FENCE LINE
 NH0986'AT WEST SIDE OF LAWN OF FARMHOUSE OCCUPIED BY MR. KRAHN, 7
 NH0986'FEET NORTH OF GATE POST AT NORTH SIDE OF DRIVE TO HOUSE, 9
 NH0986'FEET SOUTH OF TELEPHONE POLE, 24 FEET EAST OF CENTER LINE OF
 NH0986'ROAD.  THE MARK PROJECTS 6 INCHES.
 NH0986'
 NH0986'A 100-FOOT SIGNAL AT NIPPER AND SILVER IS VISIBLE AT 90
 NH0986'FEET.  AN 87-FOOT SIGNAL AT WISCOILL IS VISIBLE AT 50 FEET.
 NH0986'A 100-FOOT SIGNAL AT DOVER 1873, BENTON 1873, AND SOMERS
 NH0986'1873 IS VISIBLE AT 50 FEET.  A 100-FOOT SIGNAL AT ANTIOCH
 NH0986'2 IS VISIBLE AT 37 FEET.  A 100-FOOT SIGNAL AT PLEASANT
 NH0986'IS VISIBLE AT 64 FEET.
 NH0986
 NH0986                          STATION RECOVERY (1953)
 NH0986
 NH0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0986'STATION WAS RECOVERED AS DESCRIBED.  STATION IS NOW ON THE
 NH0986'PROPERTY OF ROLAND D. BENEDICT.  STATION WAS NOT OBSERVED FROM
 NH0986'AT THIS TIME BUT WAS USED AS A LIGHT STAND.
 NH0986
 NH0986                          STATION RECOVERY (1973)
 NH0986
 NH0986'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1973 (TCH)
 NH0986'BRISTOL R.M. 1873 1935-GOOD
 NH0986'
 NH0986'BRISTOL R.M. 1-GOOD
 NH0986'
 NH0986'BRISTOL R.M. 2-GOOD
 NH0986'
 NH0986'BRISTOL R.M. AZ. MK.-GOOD
 NH0986'
 NH0986'GRAVEL ROAD 0.25 MILE E. OF STATION IS NOW BLACKTOP RD. AND
 NH0986'CALLED COUNTY TRUNK HIGHWAY D.  WAGON SHED IN DESCRIPTION
 NH0986'IS NOW DESTROYED.  (STATION BRISTOL IS NOW 0.3 FEET ABOVE GR.)
 NH0986'
 NH0986'(R.M. 1 IS NOW 0.2 FT BELOW GROUND)
 NH0986'
 NH0986'(R.M. 2 IS NOW 0.4 FT ABOVE GROUND)
 NH0986'
 NH0986'DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE S.E. OF
 NH0986'VILLAGE OF BRISTOL
 NH0986
 NH0986                          STATION RECOVERY (1981)
 NH0986
 NH0986'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1981 (PPD)
 NH0986'BRISTOL RM 1935 MONUMENT RECOVERED AS DESCRIBED AND FOUND TO BE IN
 NH0986'GOOD CONDITION.
 NH0986'
 NH0986'BRISTOL AZM MARK FOUND AS DESCRIBED AND FOUND TO BE IN GOOD
 NH0986'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0985 ***********************************************************************
 NH0985  DESIGNATION -  BRISTOL USLS 1873
 NH0985  PID         -  NH0985
 NH0985  STATE/COUNTY-  WI/KENOSHA
 NH0985  COUNTRY     -  US
 NH0985  USGS QUAD   -  PADDOCK LAKE (2018)
 NH0985
 NH0985                         *CURRENT SURVEY CONTROL
 NH0985  ______________________________________________________________________
 NH0985* NAD 83(1994) POSITION- 42 32 51.58708(N) 088 02 08.48206(W)   ADJUSTED
 NH0985* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 NH0985  ______________________________________________________________________
 NH0985  GEOID HEIGHT    -        -34.538 (meters)                     GEOID18
 NH0985  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 NH0985  HORZ ORDER      -  FIRST
 NH0985
 NH0985.The horizontal coordinates were established by classical geodetic methods
 NH0985.and adjusted by the National Geodetic Survey in February 1997.
 NH0985
 NH0985.The orthometric height was scaled from a topographic map.
 NH0985
 NH0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0985.GEOID18 height accuracy estimate available here.
 NH0985
 NH0985.Click photographs - Photos may exist for this station.
 NH0985
 NH0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0985
 NH0985. The following values were computed from the NAD 83(1994) position.
 NH0985
 NH0985;                    North         East     Units Scale Factor Converg.
 NH0985;SPC WI S     -    62,741.748   761,333.650   MT  1.00004261   +1 20 58.9
 NH0985;SPC WI S     -   205,845.22  2,497,808.82   sFT  1.00004261   +1 20 58.9
 NH0985;UTM  16      - 4,711,105.266   414,965.659   MT  0.99968896   -0 42 01.4
 NH0985
 NH0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0985!SPC WI S     -   0.99996653  x   1.00004261  =   1.00000914
 NH0985!UTM  16      -   0.99996653  x   0.99968896  =   0.99965550
 NH0985
 NH0985:                Primary Azimuth Mark                     Grid Az
 NH0985:SPC WI S     -  DOVER RESET                              342 46 21.3
 NH0985:UTM  16      -  DOVER RESET                              344 49 21.6
 NH0985
 NH0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1496511105(NAD 83)
 NH0985
 NH0985|---------------------------------------------------------------------|
 NH0985| PID    Reference Object                     Distance      Geod. Az  |
 NH0985|                                                           dddmmss.s |
 NH0985| NH0980 DOVER RESET                         APPROX.14.6 KM 3440720.2 |
 NH0985|---------------------------------------------------------------------|
 NH0985
 NH0985                          SUPERSEDED SURVEY CONTROL
 NH0985
 NH0985  NAD 83(1991)-  42 32 51.58647(N)    088 02 08.48225(W) AD(       ) 1
 NH0985  NAD 83(1986)-  42 32 51.58120(N)    088 02 08.49402(W) AD(       ) 1
 NH0985  NAD 27      -  42 32 51.51000(N)    088 02 08.19800(W) AD(       ) 1
 NH0985  USSD        -  42 32 51.63200(N)    088 02 08.02800(W) AD(       ) 3
 NH0985
 NH0985.Superseded values are not recommended for survey control.
 NH0985
 NH0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0985.See file dsdata.pdf to determine how the superseded data were derived.
 NH0985
 NH0985_MARKER: V = STONE MONUMENT
 NH0985_SETTING: 0 = UNSPECIFIED SETTING
 NH0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0985
 NH0985  HISTORY     - Date     Condition        Report By
 NH0985  HISTORY     - 1873     MONUMENTED       USLS
 NH0985  HISTORY     - 1935     MARK NOT FOUND   CGS
 NH0985  HISTORY     - 1980     GOOD             AME
 NH0985
 NH0985                          STATION DESCRIPTION
 NH0985
 NH0985'DESCRIBED BY US LAKE SURVEY 1873
 NH0985'THIS STATION IS SITUATED IN SECTION 17, BRISTOL TOWNSHIP,
 NH0985'KENOSHA COUNTY, WISCONSIN, ABOUT 100 METERS NORTH OF A FARM
 NH0985'RESIDENCE OWNED IN 1873 BY MR. O.C. STONEBREAKER.  THE HEIGHT
 NH0985'OF STATION USED WAS 54 FEET.  THE GEODETIC POINT IS MARKED
 NH0985'BY A STONE OF THE USUAL FORM, SET SO THAT ITS UPPER END IS
 NH0985'3-1/2 FEET BENEATH THE SURFACE OF THE GROUND.  DIRECTLY OVER
 NH0985'THE LATTER IS SET ANOTHER STONE RISING 3 OR 4 INCHES ABOVE
 NH0985'THE GROUND SURFACE.  TWO REFERENCE STONES ARE SET, ONE NORTH
 NH0985'28 DEG 52 MIN EAST, AND 18.07 METERS DISTANT FROM THE
 NH0985'GEODETIC POINT, AND ONE SOUTH 70 DEG 48 MIN EAST, AND 10.79
 NH0985'METERS DISTANT FROM THE GEODETIC POINT.
 NH0985
 NH0985                          STATION RECOVERY (1935)
 NH0985
 NH0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0985'STATION LOST.  SEE DESCRIPTION OF BRISTOL R.M. 1873.
 NH0985
 NH0985                          STATION RECOVERY (1980)
 NH0985
 NH0985'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1980 (JW)
 NH0985'BRISTOL 1873 1935 RECOVERED GOOD.
 NH0985'
 NH0985'COUNTY HIGHWAY B HAS BEEN CHANGED TO C AND ALL ROADS ARE NOW
 NH0985'ASPHALT.
 NH0985'
 NH0985'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES S.E. OF BRISTOL,
 NH0985'WIS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1374 ***********************************************************************
 NH1374  DESIGNATION -  BROD
 NH1374  PID         -  NH1374
 NH1374  STATE/COUNTY-  WI/GREEN
 NH1374  COUNTRY     -  US
 NH1374  USGS QUAD   -  BRODHEAD WEST (2018)
 NH1374
 NH1374                         *CURRENT SURVEY CONTROL
 NH1374  ______________________________________________________________________
 NH1374* NAD 83(1991) POSITION- 42 37 01.48961(N) 089 22 44.68725(W)   ADJUSTED
 NH1374* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 NH1374  ______________________________________________________________________
 NH1374  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 NH1374  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 NH1374  HORZ ORDER      -  SECOND
 NH1374
 NH1374.The horizontal coordinates were established by classical geodetic methods
 NH1374.and adjusted by the National Geodetic Survey in November 1991.
 NH1374
 NH1374.The orthometric height was scaled from a topographic map.
 NH1374
 NH1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1374.GEOID18 height accuracy estimate available here.
 NH1374
 NH1374.Click photographs - Photos may exist for this station.
 NH1374
 NH1374.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1374
 NH1374. The following values were computed from the NAD 83(1991) position.
 NH1374
 NH1374;                    North         East     Units Scale Factor Converg.
 NH1374;SPC WI S     -    68,742.572   650,944.527   MT  1.00002547   +0 25 35.9
 NH1374;SPC WI S     -   225,532.92  2,135,640.50   sFT  1.00002547   +0 25 35.9
 NH1374;UTM  16      - 4,721,037.365   304,880.563   MT  1.00006842   -1 36 40.9
 NH1374
 NH1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1374!SPC WI S     -   0.99996705  x   1.00002547  =   0.99999252
 NH1374!UTM  16      -   0.99996705  x   1.00006842  =   1.00003547
 NH1374
 NH1374:                Primary Azimuth Mark                     Grid Az
 NH1374:SPC WI S     -  BECKER                                   261 17 37.8
 NH1374:UTM  16      -  BECKER                                   263 19 54.6
 NH1374
 NH1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0488021037(NAD 83)
 NH1374
 NH1374|---------------------------------------------------------------------|
 NH1374| PID    Reference Object                     Distance      Geod. Az  |
 NH1374|                                                           dddmmss.s |
 NH1374| CI9094 BROD RM 3                            94.869 METERS 07502     |
 NH1374| CI9092 BROD RM 1                            26.593 METERS 07542     |
 NH1374| CI9093 BROD RM 2                            27.427 METERS 18610     |
 NH1374| NH1378 BECKER                              APPROX. 8.8 KM 2614313.7 |
 NH1374| CJ7903 VICTORY PP 1                         22.494 METERS 31434     |
 NH1374| NH1377 BRODHEAD MUNICIPAL TANK             270.791 METERS 34750     |
 NH1374|---------------------------------------------------------------------|
 NH1374
 NH1374                          SUPERSEDED SURVEY CONTROL
 NH1374
 NH1374  NAD 83(1986)-  42 37 01.48482(N)    089 22 44.68783(W) AD(       ) 2
 NH1374  NAD 27      -  42 37 01.45280(N)    089 22 44.26730(W) AD(       ) 2
 NH1374
 NH1374.Superseded values are not recommended for survey control.
 NH1374
 NH1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1374.See file dsdata.pdf to determine how the superseded data were derived.
 NH1374
 NH1374_MARKER: DS = TRIANGULATION STATION DISK
 NH1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1374_STAMPING: BROD 1957
 NH1374_MARK LOGO: CGS
 NH1374_PROJECTION: FLUSH
 NH1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1374+STABILITY: SURFACE MOTION
 NH1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1374+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2004
 NH1374
 NH1374  HISTORY     - Date     Condition        Report By
 NH1374  HISTORY     - 1957     MONUMENTED       CGS
 NH1374  HISTORY     - 20010331 GOOD             NGS
 NH1374  HISTORY     - 20040416 GOOD             USPSQD
 NH1374
 NH1374                          STATION DESCRIPTION
 NH1374
 NH1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1374'THE STATION IS LOCATED IN THE SOUTH PART OF BRODHEAD AND IS
 NH1374'IN THE NORTHWEST CORNER OF THE WEST LAWN OF THE METHODIST
 NH1374'CHURCH.  IT IS 54 FEET SOUTH OF THE CENTERLINE OF THIRTEENTH
 NH1374'STREET, 53 FEET EAST OF THE CENTERLINE OF WEST THIRD AVENUE,
 NH1374'74 FEET SOUTHEAST OF THE INTERSECTION OF WEST THIRD AVENUE
 NH1374'AND THIRTEENTH STREET, AND 126 FEET WEST OF THE NORTHWEST
 NH1374'CORNER OF THE CHURCH.  THE MONUMENT IS FLUSH AND THE DISK
 NH1374'IS STAMPED BROD 1957.
 NH1374'
 NH1374'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.  A
 NH1374'REFERENCE MARK 3 WAS ESTABLISHED AT THE FARTHEST DISTANCE
 NH1374'POSSIBLE SO THAT A STARTING AZIMUTH BETTER THAN AN ORDINARY
 NH1374'REFERENCE MARK WOULD BE AVAILABLE.
 NH1374'
 NH1374'REFERENCE MARK 1 IS 51 FEET NORTHWEST OF THE NORTHWEST CORNER
 NH1374'OF THE CHURCH, 33 FEET SOUTH OF THE CENTERLINE OF THIRTEENTH
 NH1374'STREET, AND 1 FOOT SOUTH OF A SIDEWALK.  THE MONUMENT IS
 NH1374'FLUSH AND THE DISK IS STAMPED BROD NO 1 1957.
 NH1374'
 NH1374'REFERENCE MARK 2 IS 12 FEET EAST OF THE EAST EDGE OF THE
 NH1374'SIDEWALK, 42 FEET EAST OF THE CENTERLINE OF WEST THIRD AVENUE,
 NH1374'AND 18 FEET NORTH OF A 12 INCH TREE.  THE MONUMENT IS FLUSH
 NH1374'AND THE DISK IS STAMPED BROD NO 2 1957.
 NH1374'
 NH1374'REFERENCE MARK 3 IS IN THE NORTHEAST ANGLE OF THE THIRTEENTH
 NH1374'STREET AND WEST SECOND AVENUE.  IT IS 2 FEET NORTH OF A
 NH1374'TELEPHONE POLE, 34 FEET NORTHEAST OF THE INTERSECTION OF
 NH1374'THIRTEENTH STREET AND WEST SECOND AVENUE, 22 FEET EAST OF THE
 NH1374'CENTERLINE OF WEST SECOND AVENUE, 24 FEET NORTH OF THE CENTERLINE
 NH1374'OF THIRTEENTH STREET, AND 5 FEET WEST OF AN 18 INCH ELM TREE.
 NH1374'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BROD NO 3 1957.
 NH1374'
 NH1374'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1374
 NH1374                          STATION RECOVERY (2001)
 NH1374
 NH1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1374'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1374
 NH1374                          STATION RECOVERY (2004)
 NH1374
 NH1374'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1374'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 NH1374'CONDITION.  NOTE-- THE CHURCH IS NOW NAMED -CHURCH OF THE NAZARENE-.
 NH1374'REFERENCE MARK 3 IS 6 FEET WEST-SOUTHWEST OF A MANHOLE COVER AND 2
 NH1374'FEET NORTH OF A GREEN TELEPHONE JUNCTION BOX NUMBER --2880--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9437 ***********************************************************************
 DF9437  DESIGNATION -  BRODHEAD GPS
 DF9437  PID         -  DF9437
 DF9437  STATE/COUNTY-  WI/GREEN
 DF9437  COUNTRY     -  US
 DF9437  USGS QUAD   -  BRODHEAD EAST (2018)
 DF9437
 DF9437                         *CURRENT SURVEY CONTROL
 DF9437  ______________________________________________________________________
 DF9437* NAD 83(2011) POSITION- 42 36 46.65890(N) 089 22 01.48477(W)   ADJUSTED
 DF9437* NAD 83(2011) ELLIP HT-   206.039 (meters)        (06/27/12)   ADJUSTED
 DF9437* NAD 83(2011) EPOCH   -  2010.00
 DF9437* NAVD 88 ORTHO HEIGHT -   239.848 (meters)      786.90  (feet) ADJUSTED
 DF9437  ______________________________________________________________________
 DF9437  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 DF9437  NAD 83(2011) X  -     51,932.344 (meters)                     COMP
 DF9437  NAD 83(2011) Y  - -4,701,034.729 (meters)                     COMP
 DF9437  NAD 83(2011) Z  -  4,296,097.331 (meters)                     COMP
 DF9437  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 DF9437  DYNAMIC HEIGHT  -        239.773 (meters)      786.66  (feet) COMP
 DF9437  MODELED GRAVITY -    980,303.2   (mgal)                       NAVD 88
 DF9437
 DF9437  VERT ORDER      -  SECOND    CLASS I
 DF9437
 DF9437  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9437  Standards:
 DF9437         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9437            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9437  -------------------------------------------------------------------
 DF9437  NETWORK    0.26   0.35           0.12   0.09   0.18      0.04256459
 DF9437  -------------------------------------------------------------------
 DF9437  Click here for local accuracies and other accuracy information.
 DF9437
 DF9437.The horizontal coordinates were established by GPS observations
 DF9437.and adjusted by the National Geodetic Survey in June 2012.
 DF9437
 DF9437.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9437.been affixed to the stable North American tectonic plate. See 
 DF9437.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9437
 DF9437.The horizontal coordinates are valid at the epoch date displayed above
 DF9437.which is a decimal equivalence of Year/Month/Day.
 DF9437
 DF9437.The orthometric height was determined by differential leveling and
 DF9437.adjusted by the WI DEPT OF TRANSP
 DF9437.in May 2012.
 DF9437
 DF9437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9437.GEOID18 height accuracy estimate available here.
 DF9437
 DF9437.Click photographs - Photos may exist for this station.
 DF9437
 DF9437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9437
 DF9437.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9437
 DF9437.The ellipsoidal height was determined by GPS observations
 DF9437.and is referenced to NAD 83.
 DF9437
 DF9437.The dynamic height is computed by dividing the NAVD 88
 DF9437.geopotential number by the normal gravity value computed on the
 DF9437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9437.degrees latitude (g = 980.6199 gals.).
 DF9437
 DF9437.The modeled gravity was interpolated from observed gravity values.
 DF9437
 DF9437. The following values were computed from the NAD 83(2011) position.
 DF9437
 DF9437;                    North         East     Units Scale Factor Converg.
 DF9437;SPC WI S     -    68,292.345   651,932.600   MT  1.00002644   +0 26 05.6
 DF9437;SPC WI S     -   224,055.80  2,138,882.21   sFT  1.00002644   +0 26 05.6
 DF9437;UTM  16      - 4,720,552.264   305,852.039   MT  1.00006377   -1 36 11.2
 DF9437
 DF9437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9437!SPC WI S     -   0.99996769  x   1.00002644  =   0.99999413
 DF9437!UTM  16      -   0.99996769  x   1.00006377  =   1.00003146
 DF9437
 DF9437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0585220552(NAD 83)
 DF9437
 DF9437                          SUPERSEDED SURVEY CONTROL
 DF9437
 DF9437  NAD 83(2007)-  42 36 46.65895(N)    089 22 01.48566(W) AD(2002.00) 0
 DF9437  ELLIP H (02/10/07)  206.069  (m)                       GP(2002.00)    
 DF9437  NAD 83(1997)-  42 36 46.65879(N)    089 22 01.48601(W) AD(       ) 1
 DF9437  ELLIP H (04/02/04)  206.090  (m)                       GP(       ) 4 1
 DF9437  NAVD 88             239.83   (m)          786.8    (f) LEVELING    3  
 DF9437  NAVD 88 (04/20/07)  239.830  (m)          786.84   (f) SUPERSEDED  2 1
 DF9437  NAVD 88             239.82   (m)          786.8    (f) LEVELING    3  
 DF9437  NAVD 88 (02/25/04)  239.815  (m)          786.79   (f) SUPERSEDED  2 1
 DF9437
 DF9437.Superseded values are not recommended for survey control.
 DF9437
 DF9437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9437.See file dsdata.pdf to determine how the superseded data were derived.
 DF9437
 DF9437_MARKER: DD = SURVEY DISK
 DF9437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9437_STAMPING: BRODHEAD GPS 1992
 DF9437_MARK LOGO: WI-105
 DF9437_PROJECTION: FLUSH
 DF9437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9437+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 DF9437
 DF9437  HISTORY     - Date     Condition        Report By
 DF9437  HISTORY     - 1992     MONUMENTED       WI-105
 DF9437  HISTORY     - 2001     GOOD             WIDT
 DF9437  HISTORY     - 20040416 GOOD             USPSQD
 DF9437  HISTORY     - 20070813 GOOD             WIDT
 DF9437
 DF9437                          STATION DESCRIPTION
 DF9437
 DF9437'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9437'THE STATION IS LOCATED ABOUT 30 KM NORTHWEST OF BELOIT, 29 KM
 DF9437'SOUTHWEST OF JANESVILLE AND 18 KM EAST OF MONROE. OWNERSHIP--GREEN
 DF9437'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHAWAY 11
 DF9437'WITH STATE HIGHWAY 104 AND COUNTY HIGHWAY T (9TH AVENUE) IN THE CITY
 DF9437'OF BROADHEAD, GO SOUTH ON COUNTY HIGHWAY T (9TH AVENUE) FOR 1.7 KM TO
 DF9437'17TH STREET ON THE RIGHT, CONTINUE SOUTH ON COUNTY HIGHWAY T (9TH
 DF9437'AVENUE) FOR 0.1 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 DF9437'BRONZE GREEN COUNTY GEODETIC CONTROL MARK DISK SET IN THE TOP OF A
 DF9437'45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL
 DF9437'WITH THE HIGHWAY PAVEMENT. THE STATION IS 9.5 M WEST OF THE
 DF9437'CENTERLINE OF COUNTY HIGHWAY T (9TH AVENUE), 74.0 M SOUTH OF THE
 DF9437'CENTERLINE OF 17TH STREET, AND 28.6 M NORTH OF TOP CENTER BOLT OF
 DF9437'FIRE HYDRANT.  ---NOTE---THE STATION IS NORTH, SOUTH, AND WEST OF
 DF9437'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS
 DF9437'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9437'HORIZON.
 DF9437
 DF9437                          STATION RECOVERY (2004)
 DF9437
 DF9437'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9437'RECOVERED IN GOOD CONDITION.
 DF9437
 DF9437                          STATION RECOVERY (2007)
 DF9437
 DF9437'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9437'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 17.0 M
 DF9437'SOUTH-SOUTHWEST OF AN --INTERSECTION AHEAD-- WOOD SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1377 ***********************************************************************
 NH1377  DESIGNATION -  BRODHEAD MUNICIPAL TANK
 NH1377  PID         -  NH1377
 NH1377  STATE/COUNTY-  WI/GREEN
 NH1377  COUNTRY     -  US
 NH1377  USGS QUAD   -  BRODHEAD WEST (2018)
 NH1377
 NH1377                         *CURRENT SURVEY CONTROL
 NH1377  ______________________________________________________________________
 NH1377* NAD 83(1991) POSITION- 42 37 10.06803(N) 089 22 47.19228(W)   ADJUSTED
 NH1377  ______________________________________________________________________
 NH1377  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 NH1377  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 NH1377  HORZ ORDER      -  THIRD
 NH1377
 NH1377.The horizontal coordinates were established by classical geodetic methods
 NH1377.and adjusted by the National Geodetic Survey in November 1991.
 NH1377
 NH1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1377.GEOID18 height accuracy estimate available here.
 NH1377
 NH1377.Click photographs - Photos may exist for this station.
 NH1377
 NH1377.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1377
 NH1377. The following values were computed from the NAD 83(1991) position.
 NH1377
 NH1377;                    North         East     Units Scale Factor Converg.
 NH1377;SPC WI S     -    69,006.851   650,885.468   MT  1.00002490   +0 25 34.2
 NH1377;SPC WI S     -   226,399.98  2,135,446.74   sFT  1.00002490   +0 25 34.2
 NH1377;UTM  16      - 4,721,303.588   304,830.938   MT  1.00006866   -1 36 42.9
 NH1377
 NH1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0483021303(NAD 83)
 NH1377
 NH1377                          SUPERSEDED SURVEY CONTROL
 NH1377
 NH1377  NAD 83(1986)-  42 37 10.06345(N)    089 22 47.19290(W) AD(       ) 3
 NH1377  NAD 27      -  42 37 10.03200(N)    089 22 46.77200(W) AD(       ) 3
 NH1377
 NH1377.Superseded values are not recommended for survey control.
 NH1377
 NH1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1377.See file dsdata.pdf to determine how the superseded data were derived.
 NH1377
 NH1377_MARKER: 53 = ELEVATED TANK
 NH1377
 NH1377  HISTORY     - Date     Condition        Report By
 NH1377  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1377  HISTORY     - 20010331 GOOD             NGS
 NH1377  HISTORY     - 20040416 GOOD             USPSQD
 NH1377
 NH1377                          STATION DESCRIPTION
 NH1377
 NH1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1377'THIS STATION IS THE TALL SLIM SILVER MUNICIPAL TANK IN THE
 NH1377'TOWN OF BRODHEAD, WISCONSIN.  IT IS LOCATED ABOUT 150 FEET
 NH1377'WEST OF THE CENTERLINE OF RACE STREET, ABOUT 40 FEET SOUTH
 NH1377'OF THE CENTERLINE OF A BRICK DRIVE AND ABOUT 85 FEET SOUTH
 NH1377'OF A LINE EXTENDED WEST FROM THE CENTERLINE OF EXCHANGE STREET.
 NH1377'THE TANK WAS ERECTED IN 1921.  IT IS QUITE PROMINENT.
 NH1377'
 NH1377'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 NH1377'OVAL SECTION EXTENDS DOWNWARD ABOUT 20 FEET.  THE VERTICAL
 NH1377'SECTION IS ABOUT 30 FEET HIGH AND HAS A CATWALK AND RAIL
 NH1377'AROUND ITS BASE.  THE STEEP CONICAL ROOF HAS A BALL AT ITS
 NH1377'APEX.  THE TOTAL HEIGHT IS ABOUT 155 FEET.
 NH1377
 NH1377                          STATION RECOVERY (2001)
 NH1377
 NH1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1377'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1377
 NH1377                          STATION RECOVERY (2004)
 NH1377
 NH1377'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1377'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SOUTH OF EXCHANGE
 NH1377'STREET, WEST OF WEST 3RD AVENUE, AND NORTH OF 11TH STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5326 ***********************************************************************
 DH5326  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5326  DESIGNATION -  BRODTVILLE GPS
 DH5326  PID         -  DH5326
 DH5326  STATE/COUNTY-  WI/GRANT
 DH5326  COUNTRY     -  US
 DH5326  USGS QUAD   -  BRODTVILLE (2018)
 DH5326
 DH5326                         *CURRENT SURVEY CONTROL
 DH5326  ______________________________________________________________________
 DH5326* NAD 83(2011) POSITION- 42 57 09.52242(N) 091 02 40.09633(W)   ADJUSTED
 DH5326* NAD 83(2011) ELLIP HT-   303.393 (meters)        (06/27/12)   ADJUSTED
 DH5326* NAD 83(2011) EPOCH   -  2010.00
 DH5326* NAVD 88 ORTHO HEIGHT -   335.24  (meters)     1099.9   (feet) GPS OBS
 DH5326  ______________________________________________________________________
 DH5326  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5326  GEOID HEIGHT    -        -31.843 (meters)                     GEOID12A
 DH5326  GEOID HEIGHT    -        -31.841 (meters)                     GEOID18
 DH5326  NAD 83(2011) X  -    -85,231.895 (meters)                     COMP
 DH5326  NAD 83(2011) Y  - -4,674,984.722 (meters)                     COMP
 DH5326  NAD 83(2011) Z  -  4,323,859.529 (meters)                     COMP
 DH5326  LAPLACE CORR    -         -5.48  (seconds)                    DEFLEC18
 DH5326
 DH5326  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5326  Standards:
 DH5326         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5326            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5326  -------------------------------------------------------------------
 DH5326  NETWORK    0.33   0.47           0.15   0.11   0.24      0.06729734
 DH5326  -------------------------------------------------------------------
 DH5326  Click here for local accuracies and other accuracy information.
 DH5326
 DH5326.The horizontal coordinates were established by GPS observations
 DH5326.and adjusted by the National Geodetic Survey in June 2012.
 DH5326
 DH5326.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5326.been affixed to the stable North American tectonic plate. See 
 DH5326.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5326
 DH5326.The horizontal coordinates are valid at the epoch date displayed above
 DH5326.which is a decimal equivalence of Year/Month/Day.
 DH5326
 DH5326.The orthometric height was determined by GPS observations and a
 DH5326.high-resolution geoid model using precise GPS observation and
 DH5326.processing techniques.
 DH5326
 DH5326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5326.GEOID18 height accuracy estimate available here.
 DH5326
 DH5326.Click photographs - Photos may exist for this station.
 DH5326
 DH5326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5326
 DH5326.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5326
 DH5326.The ellipsoidal height was determined by GPS observations
 DH5326.and is referenced to NAD 83.
 DH5326
 DH5326. The following values were computed from the NAD 83(2011) position.
 DH5326
 DH5326;                    North         East     Units Scale Factor Converg.
 DH5326;SPC WI S     -   106,363.736   514,772.813   MT  0.99996301   -0 43 03.6
 DH5326;SPC WI S     -   348,961.69  1,688,883.80   sFT  0.99996301   -0 43 03.6
 DH5326;UTM  15      - 4,757,411.392   659,516.545   MT  0.99991304   +1 19 58.0
 DH5326
 DH5326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5326!SPC WI S     -   0.99995242  x   0.99996301  =   0.99991543
 DH5326!UTM  15      -   0.99995242  x   0.99991304  =   0.99986547
 DH5326
 DH5326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5951657411(NAD 83)
 DH5326
 DH5326                          SUPERSEDED SURVEY CONTROL
 DH5326
 DH5326  NAD 83(2007)-  42 57 09.52247(N)    091 02 40.09719(W) AD(2002.00) 0
 DH5326  ELLIP H (02/10/07)  303.426  (m)                       GP(2002.00)    
 DH5326  NAD 83(1997)-  42 57 09.52231(N)    091 02 40.09760(W) AD(       ) 1
 DH5326  ELLIP H (08/01/05)  303.438  (m)                       GP(       ) 2 1
 DH5326  NAVD 88 (07/26/07)  335.24   (m)  GEOID03  model used  GPS OBS        
 DH5326
 DH5326.Superseded values are not recommended for survey control.
 DH5326
 DH5326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5326.See file dsdata.pdf to determine how the superseded data were derived.
 DH5326
 DH5326_MARKER: DD = SURVEY DISK
 DH5326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5326_STAMPING: BRODTVILLE GPS 2004
 DH5326_MARK LOGO: WIDT
 DH5326_PROJECTION: FLUSH
 DH5326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5326+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 DH5326
 DH5326  HISTORY     - Date     Condition        Report By
 DH5326  HISTORY     - 2003     MONUMENTED       WIDT
 DH5326  HISTORY     - 20071024 GOOD             WIDT
 DH5326
 DH5326                          STATION DESCRIPTION
 DH5326
 DH5326'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5326'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5326'US HIGHWAY 18 AND STATE HIGHWAY 35 WITH COUNTY HIGHWAY P ABOUT 10 MI
 DH5326'SOUTHEAST OF THE CITY OF PRAIRIE DU CHIEN, GO WEST ON COUNTY HIGHWAY P
 DH5326'FOR 2.3 MI TO  BORAH RIDGE ROAD ON THE RIGHT AND MORGAN ROAD ON THE
 DH5326'LEFT, CONTINUE WEST ON COUNTY  HIGHWAY P FOR 1.1 MI TO THE STATION ON
 DH5326'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN  DEPARTMENT OF
 DH5326'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5326'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5326'THE STATION IS 13.4 M NORTH OF THE CENTERLINE OF  COUNTY HIGHWAY P, 26
 DH5326'M WEST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 6 M EAST OF  A
 DH5326'FIELD ENTRANCE, 1.4 M SOUTH OF A WIRE FENCE, 1.0 M SOUTH OF AN ORANGE
 DH5326'4X4  PLASTIC WITNESS POST, 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5326'WITNESS POST AND 1.0 M  NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5326'POST.  ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5326'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5326
 DH5326                          STATION RECOVERY (2007)
 DH5326
 DH5326'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5326'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.11 MILE EAST OF
 DH5326'DRY HOLLOW ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4832 ***********************************************************************
 DG4832  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4832  DESIGNATION -  BROOKFIELD GPS
 DG4832  PID         -  DG4832
 DG4832  STATE/COUNTY-  WI/WAUKESHA
 DG4832  COUNTRY     -  US
 DG4832  USGS QUAD   -  WAUWATOSA (2018)
 DG4832
 DG4832                         *CURRENT SURVEY CONTROL
 DG4832  ______________________________________________________________________
 DG4832* NAD 83(2011) POSITION- 43 07 28.84953(N) 088 06 17.47918(W)   ADJUSTED
 DG4832* NAD 83(2011) ELLIP HT-   217.157 (meters)        (06/27/12)   ADJUSTED
 DG4832* NAD 83(2011) EPOCH   -  2010.00
 DG4832* NAVD 88 ORTHO HEIGHT -   252.10  (meters)      827.1   (feet) GPS OBS
 DG4832  ______________________________________________________________________
 DG4832  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4832  GEOID HEIGHT    -        -34.943 (meters)                     GEOID12A
 DG4832  GEOID HEIGHT    -        -34.942 (meters)                     GEOID18
 DG4832  NAD 83(2011) X  -    154,196.231 (meters)                     COMP
 DG4832  NAD 83(2011) Y  - -4,660,103.898 (meters)                     COMP
 DG4832  NAD 83(2011) Z  -  4,337,770.075 (meters)                     COMP
 DG4832  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 DG4832
 DG4832  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4832  Standards:
 DG4832         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4832            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4832  -------------------------------------------------------------------
 DG4832  NETWORK    0.29   0.37           0.13   0.10   0.19     -0.01751826
 DG4832  -------------------------------------------------------------------
 DG4832  Click here for local accuracies and other accuracy information.
 DG4832
 DG4832.The horizontal coordinates were established by GPS observations
 DG4832.and adjusted by the National Geodetic Survey in June 2012.
 DG4832
 DG4832.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4832.been affixed to the stable North American tectonic plate. See 
 DG4832.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4832
 DG4832.The horizontal coordinates are valid at the epoch date displayed above
 DG4832.which is a decimal equivalence of Year/Month/Day.
 DG4832
 DG4832.The orthometric height was determined by GPS observations and a
 DG4832.high-resolution geoid model using precise GPS observation and
 DG4832.processing techniques.
 DG4832
 DG4832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4832.GEOID18 height accuracy estimate available here.
 DG4832
 DG4832.Click photographs - Photos may exist for this station.
 DG4832
 DG4832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4832
 DG4832.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4832
 DG4832.The ellipsoidal height was determined by GPS observations
 DG4832.and is referenced to NAD 83.
 DG4832
 DG4832. The following values were computed from the NAD 83(2011) position.
 DG4832
 DG4832;                    North         East     Units Scale Factor Converg.
 DG4832;SPC WI S     -   126,693.366   754,197.218   MT  0.99994414   +1 18 07.8
 DG4832;SPC WI S     -   415,659.82  2,474,395.37   sFT  0.99994414   +1 18 07.8
 DG4832;UTM  16      - 4,775,252.882   410,126.989   MT  0.99969936   -0 45 19.1
 DG4832
 DG4832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4832!SPC WI S     -   0.99996595  x   0.99994414  =   0.99991009
 DG4832!UTM  16      -   0.99996595  x   0.99969936  =   0.99966532
 DG4832
 DG4832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1012675252(NAD 83)
 DG4832
 DG4832                          SUPERSEDED SURVEY CONTROL
 DG4832
 DG4832  NAD 83(2007)-  43 07 28.84942(N)    088 06 17.47996(W) AD(2002.00) 0
 DG4832  ELLIP H (02/10/07)  217.192  (m)                       GP(2002.00)    
 DG4832  NAD 83(1997)-  43 07 28.84943(N)    088 06 17.48027(W) AD(       ) 1
 DG4832  ELLIP H (04/02/04)  217.203  (m)                       GP(       ) 4 1
 DG4832  NAVD 88 (07/26/07)  252.07   (m)  UNKNOWN  model used  GPS OBS        
 DG4832  NAVD 88 (04/02/04)  252.06   (m)  GEOID03  model used  GPS OBS        
 DG4832
 DG4832.Superseded values are not recommended for survey control.
 DG4832
 DG4832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4832.See file dsdata.pdf to determine how the superseded data were derived.
 DG4832
 DG4832_MARKER: DD = SURVEY DISK
 DG4832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4832_STAMPING: BROOKFIELD GPS 2002
 DG4832_MARK LOGO: WIDT
 DG4832_PROJECTION: FLUSH
 DG4832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4832+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2013
 DG4832
 DG4832  HISTORY     - Date     Condition        Report By
 DG4832  HISTORY     - 2001     MONUMENTED       WIDT
 DG4832  HISTORY     - 20080617 GOOD             WIDT
 DG4832  HISTORY     - 20101101 GOOD             JCLS
 DG4832  HISTORY     - 20131119 GOOD             COMPDA
 DG4832
 DG4832                          STATION DESCRIPTION
 DG4832
 DG4832'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4832'THE STATION IS LOCATED ABOUT 19 KM NORTHWEST OF MILWAUKEE, 10 KM
 DG4832'EAST-SOUTHEAST OF SUSSEX, AND 6 KM SOUTH OF MENOMONEE FALLS.
 DG4832'OWNERSHIP--WAUKESHA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4832'STATE HIGHWAY 164 (SOUTH) AND STATE HIGHWAY 74 (NORTH) IN SUSSEX, TURN
 DG4832'RIGHT ONTO COUNTY HIGHWAY VV (EAST) AND GO 8.8 KM TO COUNTY HIGHWAY YY
 DG4832'(PILGRIM ROAD), TURN LEFT AND GO 0.6 KM TO THE STATION ON THE RIGHT.
 DG4832'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG4832'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41 CM
 DG4832'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH
 DG4832'THE HIGHWAY PAVEMENT.  THE STATION IS 6.6 M EAST OF THE CENTERLINE OF
 DG4832'COUNTY HIGHWAY YY (PILGRAM ROAD) NORTHBOUND LANES, 57.4 M NORTH OF THE
 DG4832'CENTERLINE OF KENDEL PLACE, 43.4 M NORTH-NORTHWEST OF TELEPHONE
 DG4832'PEDESTAL --01-U-3552--, AND 43.4 M WEST OF THE CENTERLINE OF THE PAVED
 DG4832'ROAD LEADING TO KOHLER LANE.  ---NOTE---THE STATION IS 1.0 M WEST OF A
 DG4832'WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4832'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DG4832
 DG4832                          STATION RECOVERY (2008)
 DG4832
 DG4832'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DG4832'RECOVERED IN GOOD CONDITION.  INSTALLED TWO ORANGE PLASTIC GUARD
 DG4832'POSTS.  THE STATION IS 1.0 M NORTH AND 1.0 M SOUTH OF 2  4X4 ORANGE
 DG4832'PLASTIC GUARD POSTS.
 DG4832
 DG4832                          STATION RECOVERY (2010)
 DG4832
 DG4832'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DG4832'RECOVERED IN GOOD CONDITION.
 DG4832
 DG4832                          STATION RECOVERY (2013)
 DG4832
 DG4832'RECOVERY NOTE BY COMPASSDATA INC 2013 (NK)
 DG4832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9881 ***********************************************************************
 DF9881  DESIGNATION -  BROOKFIELD S GPS
 DF9881  PID         -  DF9881
 DF9881  STATE/COUNTY-  WI/WAUKESHA
 DF9881  COUNTRY     -  US
 DF9881  USGS QUAD   -  WAUKESHA (2018)
 DF9881
 DF9881                         *CURRENT SURVEY CONTROL
 DF9881  ______________________________________________________________________
 DF9881* NAD 83(2011) POSITION- 43 02 11.82693(N) 088 08 39.15035(W)   ADJUSTED
 DF9881* NAD 83(2011) ELLIP HT-   228.597 (meters)        (06/27/12)   ADJUSTED
 DF9881* NAD 83(2011) EPOCH   -  2010.00
 DF9881* NAVD 88 ORTHO HEIGHT -   263.460 (meters)      864.37  (feet) ADJUSTED
 DF9881  ______________________________________________________________________
 DF9881  GEOID HEIGHT    -        -34.855 (meters)                     GEOID18
 DF9881  NAD 83(2011) X  -    151,212.117 (meters)                     COMP
 DF9881  NAD 83(2011) Y  - -4,666,895.956 (meters)                     COMP
 DF9881  NAD 83(2011) Z  -  4,330,632.082 (meters)                     COMP
 DF9881  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 DF9881  DYNAMIC HEIGHT  -        263.389 (meters)      864.14  (feet) COMP
 DF9881  MODELED GRAVITY -    980,343.0   (mgal)                       NAVD 88
 DF9881
 DF9881  VERT ORDER      -  SECOND    CLASS I
 DF9881
 DF9881  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9881  Standards:
 DF9881         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9881            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9881  -------------------------------------------------------------------
 DF9881  NETWORK    0.31   0.37           0.14   0.11   0.19     -0.03008731
 DF9881  -------------------------------------------------------------------
 DF9881  Click here for local accuracies and other accuracy information.
 DF9881
 DF9881.The horizontal coordinates were established by GPS observations
 DF9881.and adjusted by the National Geodetic Survey in June 2012.
 DF9881
 DF9881.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9881.been affixed to the stable North American tectonic plate. See 
 DF9881.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9881
 DF9881.The horizontal coordinates are valid at the epoch date displayed above
 DF9881.which is a decimal equivalence of Year/Month/Day.
 DF9881
 DF9881.The orthometric height was determined by differential leveling and
 DF9881.adjusted by the WI DEPT OF TRANSP
 DF9881.in May 2012.
 DF9881
 DF9881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9881.GEOID18 height accuracy estimate available here.
 DF9881
 DF9881.Click photographs - Photos may exist for this station.
 DF9881
 DF9881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9881
 DF9881.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9881
 DF9881.The ellipsoidal height was determined by GPS observations
 DF9881.and is referenced to NAD 83.
 DF9881
 DF9881.The dynamic height is computed by dividing the NAVD 88
 DF9881.geopotential number by the normal gravity value computed on the
 DF9881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9881.degrees latitude (g = 980.6199 gals.).
 DF9881
 DF9881.The modeled gravity was interpolated from observed gravity values.
 DF9881
 DF9881. The following values were computed from the NAD 83(2011) position.
 DF9881
 DF9881;                    North         East     Units Scale Factor Converg.
 DF9881;SPC WI S     -   116,841.112   751,213.508   MT  0.99995268   +1 16 30.4
 DF9881;SPC WI S     -   383,336.21  2,464,606.32   sFT  0.99995268   +1 16 30.4
 DF9881;UTM  16      - 4,765,516.447   406,792.424   MT  0.99970687   -0 46 51.4
 DF9881
 DF9881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9881!SPC WI S     -   0.99996415  x   0.99995268  =   0.99991683
 DF9881!UTM  16      -   0.99996415  x   0.99970687  =   0.99967103
 DF9881
 DF9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0679265516(NAD 83)
 DF9881
 DF9881                          SUPERSEDED SURVEY CONTROL
 DF9881
 DF9881  NAD 83(2007)-  43 02 11.82678(N)    088 08 39.15115(W) AD(2002.00) 0
 DF9881  ELLIP H (02/10/07)  228.629  (m)                       GP(2002.00)    
 DF9881  NAD 83(1997)-  43 02 11.82683(N)    088 08 39.15139(W) AD(       ) 1
 DF9881  ELLIP H (04/02/04)  228.634  (m)                       GP(       ) 4 1
 DF9881  NAVD 88 (04/20/07)  263.434  (m)          864.28   (f) SUPERSEDED  2 1
 DF9881  NAVD 88             263.44   (m)          864.3    (f) LEVELING    3  
 DF9881  NAVD 88 (02/25/04)  263.436  (m)          864.29   (f) SUPERSEDED  2 1
 DF9881
 DF9881.Superseded values are not recommended for survey control.
 DF9881
 DF9881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9881.See file dsdata.pdf to determine how the superseded data were derived.
 DF9881
 DF9881_MARKER: DD = SURVEY DISK
 DF9881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9881_STAMPING: BROOKFIELD S GPS 2002
 DF9881_MARK LOGO: WIDT
 DF9881_PROJECTION: FLUSH
 DF9881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9881+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2009
 DF9881
 DF9881  HISTORY     - Date     Condition        Report By
 DF9881  HISTORY     - 2001     MONUMENTED       WIDT
 DF9881  HISTORY     - 20040818 GOOD             USPSQD
 DF9881  HISTORY     - 20060815 GOOD             WIDT
 DF9881  HISTORY     - 20060821 GOOD             USPSQD
 DF9881  HISTORY     - 20090322 GOOD             INDIV
 DF9881
 DF9881                          STATION DESCRIPTION
 DF9881
 DF9881'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9881'THE STATION IS LOCATED IN WAUKESHA.  OWNERSHIP--CITY OF WAUKESHA. TO
 DF9881'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH US
 DF9881'HIGHWAY 18 (BLUEMOUND ROAD) (EXIT 297) IN THE CITY OF WAUKESHA, GO
 DF9881'EAST ON US HIGHWAY 18 (BLUEMOUND ROAD) FOR 2.1 KM TO BROOKFIELD ROAD,
 DF9881'CONTINUE EAST ON US HIGHWAY 18 (BLUEMOUND ROAD) FOR 0.2 KM TO THE
 DF9881'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9881'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9881'A 41-CM DIAMETER CONCRETE POST SET TO THE DEPTH OF 2.4 M AND ABOUT
 DF9881'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 23.8 M NORTH OF THE
 DF9881'CENTERLINE OF THE WESTBOUND LANES US HIGHWAY 18 (BLUEMOUND ROAD),
 DF9881'34.6 M SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK FOUNDATION FOR A
 DF9881'--INTERNATIONAL FOUNDATION OF EMPLOYEE BENEFIT PLANS-- SIGN, 30.0 M
 DF9881'WEST OF THE CENTERLINE OF PAVED ROAD LEADING TO FRONTAGE ROAD, AND
 DF9881'5.9 M NORTH OF THE CENTERLINE OF A FRONTAGE ROAD.  ---NOTE--THE
 DF9881'STATION IS 0.9 M WEST OF A WHITE PLASTIC WITNESS POST.
 DF9881'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9881'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9881
 DF9881                          STATION RECOVERY (2004)
 DF9881
 DF9881'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 DF9881'RECOVERED IN GOOD CONDITION.
 DF9881
 DF9881                          STATION RECOVERY (2006)
 DF9881
 DF9881'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9881'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M WEST OF
 DF9881'CALHOUN ROAD, 22.6 M NORTHWEST OF A --STOP-- SIGN WOOD POST WITH A
 DF9881'--DIVIDED HIGHWAY-- SIGN ATTACHED, 17.4 M NORTHEAST OF A --TRAFFIC
 DF9881'LIGHT AHEAD-- METAL SIGN POST, 1.1 M NORTH OF THE BACK SIDE OF THE
 DF9881'FRONTAGE ROAD NORTH CURB, AND 0.4 M SOUTH OF A --WIS DOT SURVEY
 DF9881'MARKER-- METAL WITNESS POST.
 DF9881
 DF9881                          STATION RECOVERY (2006)
 DF9881
 DF9881'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 DF9881'ADD '18700' ON SIGN FOLLOWING 'INTERNATIONAL FOUNDATION OF EMPLOYEE
 DF9881'BENEFIT PLANS'LOCATED AT 18700 W BLUEMOUND RD. REMOVE WORDING ABOUT
 DF9881'WITNESS POSTS, BECAUSE NONE WERE PRESENT.  A YELLOW WISCONSIN DEPT. OF
 DF9881'TRANSPORTATION SIGN WAS NEXT TO THE CONCRETE POST.
 DF9881
 DF9881                          STATION RECOVERY (2009)
 DF9881
 DF9881'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 DF9881'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1387 ***********************************************************************
 NH1387  DESIGNATION -  BROOKLYN
 NH1387  PID         -  NH1387
 NH1387  STATE/COUNTY-  WI/GREEN
 NH1387  COUNTRY     -  US
 NH1387  USGS QUAD   -  ATTICA (2018)
 NH1387
 NH1387                         *CURRENT SURVEY CONTROL
 NH1387  ______________________________________________________________________
 NH1387* NAD 83(1991) POSITION- 42 49 41.24667(N) 089 24 42.92110(W)   ADJUSTED
 NH1387* NAVD 88 ORTHO HEIGHT -   337.    (meters)     1106.    (feet) SCALED
 NH1387  ______________________________________________________________________
 NH1387  GEOID HEIGHT    -        -33.973 (meters)                     GEOID18
 NH1387  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 NH1387  HORZ ORDER      -  SECOND
 NH1387
 NH1387.The horizontal coordinates were established by classical geodetic methods
 NH1387.and adjusted by the National Geodetic Survey in November 1991.
 NH1387
 NH1387.The orthometric height was scaled from a topographic map.
 NH1387
 NH1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1387.GEOID18 height accuracy estimate available here.
 NH1387
 NH1387.Click photographs - Photos may exist for this station.
 NH1387
 NH1387.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1387
 NH1387. The following values were computed from the NAD 83(1991) position.
 NH1387
 NH1387;                    North         East     Units Scale Factor Converg.
 NH1387;SPC WI S     -    92,166.793   648,084.595   MT  0.99998224   +0 24 14.7
 NH1387;SPC WI S     -   302,383.89  2,126,257.54   sFT  0.99998224   +0 24 14.7
 NH1387;UTM  16      - 4,744,550.243   302,856.590   MT  1.00007817   -1 38 24.6
 NH1387
 NH1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1387!SPC WI S     -   0.99995249  x   0.99998224  =   0.99993473
 NH1387!UTM  16      -   0.99995249  x   1.00007817  =   1.00003065
 NH1387
 NH1387:                Primary Azimuth Mark                     Grid Az
 NH1387:SPC WI S     -  BROOKLYN AZ MK                           086 08 41.8
 NH1387:UTM  16      -  BROOKLYN AZ MK                           088 11 21.1
 NH1387
 NH1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0285644550(NAD 83)
 NH1387
 NH1387|---------------------------------------------------------------------|
 NH1387| PID    Reference Object                     Distance      Geod. Az  |
 NH1387|                                                           dddmmss.s |
 NH1387| NH1390 OREGON MUNICIPAL TANK               APPROX.11.0 KM 0115912.7 |
 NH1387| NH1385 BROOKLYN MUNICIPAL TANK             APPROX. 4.4 KM 0483210.5 |
 NH1387| CI9096 BROOKLYN RM 1                        25.803 METERS 05152     |
 NH1387| NH1315 STOUGHTON OUR SAVIORS LUTH CH       APPROX.19.5 KM 0573317.8 |
 NH1387| CI9095 BROOKLYN AZ MK                                     0863256.5 |
 NH1387| NH1383 EVANSVILLE MUNICIPAL STANDPIPE      APPROX. 9.4 KM 1204955.3 |
 NH1387| CI9097 BROOKLYN RM 2                        20.807 METERS 26841     |
 NH1387| CJ7903 VICTORY PP 1                         51.511 METERS 27655     |
 NH1387| NH1573 BELLEVILLE W MUN STANDPIPE          APPROX.11.3 KM 2862602.8 |
 NH1387| NH1572 BELLEVILLE PET MILK CO STACK        APPROX.10.4 KM 2903701.6 |
 NH1387|---------------------------------------------------------------------|
 NH1387
 NH1387                          SUPERSEDED SURVEY CONTROL
 NH1387
 NH1387  NAD 83(1986)-  42 49 41.23915(N)    089 24 42.92120(W) AD(       ) 2
 NH1387  NAD 27      -  42 49 41.22570(N)    089 24 42.49040(W) AD(       ) 2
 NH1387
 NH1387.Superseded values are not recommended for survey control.
 NH1387
 NH1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1387.See file dsdata.pdf to determine how the superseded data were derived.
 NH1387
 NH1387_MARKER: DS = TRIANGULATION STATION DISK
 NH1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1387_STAMPING: BROOKLYN 1957
 NH1387_MARK LOGO: CGS
 NH1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1387+STABILITY: SURFACE MOTION
 NH1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1387+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2014
 NH1387
 NH1387  HISTORY     - Date     Condition        Report By
 NH1387  HISTORY     - 1957     MONUMENTED       CGS
 NH1387  HISTORY     - 1958     GOOD             CGS
 NH1387  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1387  HISTORY     - 20040416 MARK NOT FOUND   USPSQD
 NH1387  HISTORY     - 20140524 GOOD             GEOCAC
 NH1387
 NH1387                          STATION DESCRIPTION
 NH1387
 NH1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1387'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF EVANSVILLE,
 NH1387'ABOUT 2 MILES SOUTHWEST OF BROOKLYN AND ON ROAD RIGHT-OF-WAY.
 NH1387'IT IS 169 FEET EAST OF THE INTERSECTION OF STATE HIGHWAY 92
 NH1387'AND COUNTY HIGHWAY E, 25 FEET SOUTH OF THE CENTERLINE OF
 NH1387'HIGHWAY E, 9 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 NH1387'NORTH OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 NH1387'IS STAMPED BROOKLYN 1957.
 NH1387'
 NH1387'TO REACH THE STATION FROM THE DEPOT IN BROOKLYN, GO WEST
 NH1387'AND SOUTH ON HIGHWAY 92 FOR 3.55 MILES TO THE JUNCTION OF
 NH1387'COUNTY HIGHWAY E AND THE STATION AS DESCRIBED.
 NH1387'
 NH1387'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 NH1387'E FOR 0.3 MILE TO THE MARK ON THE LEFT.
 NH1387'
 NH1387'REFERENCE MARK 1 IS 24 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 NH1387'E, 5 FEET EAST OF A POWER LINE POLE AND 1 FOOT SOUTH OF A
 NH1387'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NH1387'BROOKLYN NO 1 1957.
 NH1387'
 NH1387'REFERENCE MARK 2 IS 101 FEET EAST OF THE INTERSECTION, 25
 NH1387'FEET SOUTH OF THE CENTERLINE OF HIGHWAY E AND 1 FOOT NORTH
 NH1387'OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1387'BROOKLYN NO 2 1957.
 NH1387'
 NH1387'THE AZIMUTH MARK IS 29 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 NH1387'E, 7 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF
 NH1387'A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NH1387'BROOKLYN 1957.
 NH1387'
 NH1387'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NH1387
 NH1387                          STATION RECOVERY (1958)
 NH1387
 NH1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NH1387'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 NH1387'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 NH1387'TO REFERENCE MARKS 1 AND 2 CHECKED.  THE DIRECTION TO THE
 NH1387'AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 CHECKED.  THE REFERENCE
 NH1387'POINTS TO ALL MARKS CHECKED.  THE 1957 DESCRIPTION OF THE
 NH1387'STATION, AND THE TO REACH ARE ADEQUATE.
 NH1387'
 NH1387'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NH1387
 NH1387                          STATION RECOVERY (2001)
 NH1387
 NH1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1387'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1387
 NH1387                          STATION RECOVERY (2004)
 NH1387
 NH1387'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1387'MARK NOT FOUND.
 NH1387
 NH1387                          STATION RECOVERY (2014)
 NH1387
 NH1387'RECOVERY NOTE BY GEOCACHING 2014 (REW)
 NH1387'RECOVERED AS DESCRIBED. DID NOT SEARCH FOR RMS OR AZ.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4833 ***********************************************************************
 DG4833  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4833  DESIGNATION -  BROOKLYN C GPS
 DG4833  PID         -  DG4833
 DG4833  STATE/COUNTY-  WI/GREEN
 DG4833  COUNTRY     -  US
 DG4833  USGS QUAD   -  ATTICA (2018)
 DG4833
 DG4833                         *CURRENT SURVEY CONTROL
 DG4833  ______________________________________________________________________
 DG4833* NAD 83(2011) POSITION- 42 49 40.66915(N) 089 25 37.33689(W)   ADJUSTED
 DG4833* NAD 83(2011) ELLIP HT-   256.444 (meters)        (06/27/12)   ADJUSTED
 DG4833* NAD 83(2011) EPOCH   -  2010.00
 DG4833* NAVD 88 ORTHO HEIGHT -   290.41  (meters)      952.8   (feet) GPS OBS
 DG4833  ______________________________________________________________________
 DG4833  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4833  GEOID HEIGHT    -        -33.971 (meters)                     GEOID12A
 DG4833  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 DG4833  NAD 83(2011) X  -     46,851.106 (meters)                     COMP
 DG4833  NAD 83(2011) Y  - -4,684,920.271 (meters)                     COMP
 DG4833  NAD 83(2011) Z  -  4,313,679.130 (meters)                     COMP
 DG4833  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 DG4833
 DG4833  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4833  Standards:
 DG4833         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4833            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4833  -------------------------------------------------------------------
 DG4833  NETWORK    0.29   0.37           0.13   0.10   0.19     -0.01059398
 DG4833  -------------------------------------------------------------------
 DG4833  Click here for local accuracies and other accuracy information.
 DG4833
 DG4833.The horizontal coordinates were established by GPS observations
 DG4833.and adjusted by the National Geodetic Survey in June 2012.
 DG4833
 DG4833.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4833.been affixed to the stable North American tectonic plate. See 
 DG4833.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4833
 DG4833.The horizontal coordinates are valid at the epoch date displayed above
 DG4833.which is a decimal equivalence of Year/Month/Day.
 DG4833
 DG4833.The orthometric height was determined by GPS observations and a
 DG4833.high-resolution geoid model using precise GPS observation and
 DG4833.processing techniques.
 DG4833
 DG4833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4833.GEOID18 height accuracy estimate available here.
 DG4833
 DG4833.Click photographs - Photos may exist for this station.
 DG4833
 DG4833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4833
 DG4833.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4833
 DG4833.The ellipsoidal height was determined by GPS observations
 DG4833.and is referenced to NAD 83.
 DG4833
 DG4833. The following values were computed from the NAD 83(2011) position.
 DG4833
 DG4833;                    North         East     Units Scale Factor Converg.
 DG4833;SPC WI S     -    92,140.369   646,848.807   MT  0.99998227   +0 23 37.3
 DG4833;SPC WI S     -   302,297.19  2,122,203.13   sFT  0.99998227   +0 23 37.3
 DG4833;UTM  16      - 4,744,567.917   301,620.524   MT  1.00008418   -1 39 01.6
 DG4833
 DG4833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4833!SPC WI S     -   0.99995978  x   0.99998227  =   0.99994206
 DG4833!UTM  16      -   0.99995978  x   1.00008418  =   1.00004396
 DG4833
 DG4833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0162044567(NAD 83)
 DG4833
 DG4833                          SUPERSEDED SURVEY CONTROL
 DG4833
 DG4833  NAD 83(2007)-  42 49 40.66919(N)    089 25 37.33783(W) AD(2002.00) 0
 DG4833  ELLIP H (02/10/07)  256.473  (m)                       GP(2002.00)    
 DG4833  NAD 83(1997)-  42 49 40.66899(N)    089 25 37.33815(W) AD(       ) 1
 DG4833  ELLIP H (04/02/04)  256.490  (m)                       GP(       ) 4 1
 DG4833  NAVD 88 (07/26/07)  290.40   (m)  UNKNOWN  model used  GPS OBS        
 DG4833  NAVD 88 (04/02/04)  290.37   (m)  GEOID03  model used  GPS OBS        
 DG4833
 DG4833.Superseded values are not recommended for survey control.
 DG4833
 DG4833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4833.See file dsdata.pdf to determine how the superseded data were derived.
 DG4833
 DG4833_MARKER: DD = SURVEY DISK
 DG4833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4833_STAMPING: BROOKLYN C GPS 2002
 DG4833_MARK LOGO: WIDT
 DG4833_PROJECTION: FLUSH
 DG4833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4833+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 DG4833
 DG4833  HISTORY     - Date     Condition        Report By
 DG4833  HISTORY     - 2001     MONUMENTED       WIDT
 DG4833  HISTORY     - 20040416 GOOD             USPSQD
 DG4833  HISTORY     - 20070917 GOOD             WIDT
 DG4833
 DG4833                          STATION DESCRIPTION
 DG4833
 DG4833'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4833'THE STATION IS LOCATED ABOUT 12 KM NORTHWEST OF EVANSVILLE, 10 KM
 DG4833'SOUTHEAST OF BELLEVILLE, AND 5 KM SOUTHWEST OF BROOKLYN.
 DG4833'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DG4833'STATION FROM THE JUNCTION OF STATE HIGHWAY 92 WITH COUNTY ROAD T
 DG4833'(RUTLAND AVENUE), IN THE VILLAGE OF BROOKLYN, GO WEST ON STATE HIGHWAY
 DG4833'92 FOR 6.1 KM TO COUNTY HIGHWAY E ON THE LEFT, CONTINUE WEST ON STATE
 DG4833'HIGHWAY 92 FOR 1.0 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 DG4833'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DG4833'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DG4833'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DG4833'IS 10.9 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 92, 33.2 M
 DG4833'SOUTH-SOUTHWEST OF POWER POLE --WPL L 4-9-10 3/0--, 25.1 M
 DG4833'SOUTH-SOUTHEAST OF POWER POLE --WPL L 4-9-10 1/0--, AND 15.0 M SOUTH
 DG4833'OF A BARBED WIRE FENCE.  ---NOTE---THE STATION IS EAST, WEST AND SOUTH
 DG4833'OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION
 DG4833'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DG4833'HORIZON.
 DG4833
 DG4833                          STATION RECOVERY (2004)
 DG4833
 DG4833'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4833'RECOVERED IN GOOD CONDITION.
 DG4833
 DG4833                          STATION RECOVERY (2007)
 DG4833
 DG4833'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4833'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 76.5 M WEST OF A
 DG4833'--NO PASSING ZONE-- WOOD SIGN POST AND 71.0 M EAST OF PRIVATE ENTRANCE
 DG4833'--W1298--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5024 ***********************************************************************
 DN5024  DESIGNATION -  BROOKLYN C GPS
 DN5024  PID         -  DN5024
 DN5024  STATE/COUNTY-  WI/WASHBURN
 DN5024  COUNTRY     -  US
 DN5024  USGS QUAD   -  MINONG (2018)
 DN5024
 DN5024                         *CURRENT SURVEY CONTROL
 DN5024  ______________________________________________________________________
 DN5024* NAD 83(2011) POSITION- 46 00 16.58557(N) 091 50 00.20042(W)   ADJUSTED
 DN5024* NAD 83(2011) ELLIP HT-   336.913 (meters)        (04/15/13)   ADJUSTED
 DN5024* NAD 83(2011) EPOCH   -  2010.00
 DN5024* NAVD 88 ORTHO HEIGHT -   364.649 (meters)     1196.35  (feet) ADJUSTED
 DN5024  ______________________________________________________________________
 DN5024  GEOID HEIGHT    -        -27.747 (meters)                     GEOID18
 DN5024  NAD 83(2011) X  -   -141,991.827 (meters)                     COMP
 DN5024  NAD 83(2011) Y  - -4,435,913.779 (meters)                     COMP
 DN5024  NAD 83(2011) Z  -  4,565,845.624 (meters)                     COMP
 DN5024  LAPLACE CORR    -         -9.19  (seconds)                    DEFLEC18
 DN5024  DYNAMIC HEIGHT  -        364.666 (meters)     1196.41  (feet) COMP
 DN5024  MODELED GRAVITY -    980,650.5   (mgal)                       NAVD 88
 DN5024
 DN5024  VERT ORDER      -  SECOND    CLASS I
 DN5024
 DN5024  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5024  Standards:
 DN5024         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5024            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5024  -------------------------------------------------------------------
 DN5024  NETWORK    0.65   1.29           0.29   0.24   0.66      0.12510795
 DN5024  -------------------------------------------------------------------
 DN5024  Click here for local accuracies and other accuracy information.
 DN5024
 DN5024.The horizontal coordinates were established by GPS observations
 DN5024.and adjusted by the National Geodetic Survey in April 2013.
 DN5024
 DN5024.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5024.been affixed to the stable North American tectonic plate. See 
 DN5024.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5024
 DN5024.The horizontal coordinates are valid at the epoch date displayed above
 DN5024.which is a decimal equivalence of Year/Month/Day.
 DN5024
 DN5024.The orthometric height was determined by differential leveling and
 DN5024.adjusted by the WI DEPT OF TRANSP
 DN5024.in May 2012.
 DN5024
 DN5024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5024.GEOID18 height accuracy estimate available here.
 DN5024
 DN5024.Click photographs - Photos may exist for this station.
 DN5024
 DN5024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5024
 DN5024.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5024
 DN5024.The ellipsoidal height was determined by GPS observations
 DN5024.and is referenced to NAD 83.
 DN5024
 DN5024.The dynamic height is computed by dividing the NAVD 88
 DN5024.geopotential number by the normal gravity value computed on the
 DN5024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5024.degrees latitude (g = 980.6199 gals.).
 DN5024
 DN5024.The modeled gravity was interpolated from observed gravity values.
 DN5024
 DN5024. The following values were computed from the NAD 83(2011) position.
 DN5024
 DN5024;                    North         East     Units Scale Factor Converg.
 DN5024;SPC WI N     -    94,770.733   458,011.225   MT  0.99994938   -1 19 21.2
 DN5024;SPC WI N     -   310,926.98  1,502,658.49   sFT  0.99994938   -1 19 21.2
 DN5024;UTM  15      - 5,095,220.953   590,325.682   MT  0.99970030   +0 50 21.5
 DN5024
 DN5024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5024!SPC WI N     -   0.99994719  x   0.99994938  =   0.99989657
 DN5024!UTM  15      -   0.99994719  x   0.99970030  =   0.99964750
 DN5024
 DN5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9032595220(NAD 83)
 DN5024
 DN5024                          SUPERSEDED SURVEY CONTROL
 DN5024
 DN5024  NAD 83(2007)-  46 00 16.58564(N)    091 50 00.20100(W) AD(2002.00) 1
 DN5024  ELLIP H (04/06/12)  336.952  (m)                       GP(2002.00) 1 1
 DN5024  NAVD 88             364.65   (m)         1196.4    (f) LEVELING    3  
 DN5024
 DN5024.Superseded values are not recommended for survey control.
 DN5024
 DN5024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5024.See file dsdata.pdf to determine how the superseded data were derived.
 DN5024
 DN5024_MARKER: DD = SURVEY DISK
 DN5024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5024_STAMPING: BROOKLYN C GPS 2006
 DN5024_MARK LOGO: WIDT
 DN5024_PROJECTION: FLUSH
 DN5024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5024+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DN5024
 DN5024  HISTORY     - Date     Condition        Report By
 DN5024  HISTORY     - 2005     MONUMENTED       WIDT
 DN5024  HISTORY     - 20100928 GOOD             WIDT
 DN5024
 DN5024                          STATION DESCRIPTION
 DN5024
 DN5024'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5024'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DN5024'HIGHWAY F EAST APPROXIMATELY 5 MI (8.0 KM) NORTH OF THE COMMUNITY OF
 DN5024'TREGO, GO NORTH ON US HIGHWAY 53 1.2 MI (1.9 KM) TO PALMER DRIVE.
 DN5024'CONTINUE NORTH ON US HIGHWAY 53 FOR 0.45 MI (0.7 KM) TO THE STATION IN
 DN5024'THE MEDIAN ON THE LEFT.
 DN5024'
 DN5024'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5024'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5024'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5024'GROUND AND APPROXIMATELY 2.5 M (8.2 FT) BELOW THE NORTHBOUND LANES AND
 DN5024'3 M (9.8 FT) ABOVE THE SOUTHBOUND LANES OF THE USH 53.
 DN5024'
 DN5024'THE STATION IS 21.1 M (69.2 FT) WEST OF THE CENTERLINE OF THE TWO
 DN5024'NORTHBOUND LANES OF US HIGHWAY 53, 27.1 M (88.9 FT) EAST OF THE
 DN5024'CENTERLINE OF THE TWO SOUTHBOUND LANES OF US HIGHWAY 53 AND IS 1 M
 DN5024'(3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DN5024'STATION.
 DN5024'
 DN5024'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5024'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE EAST QUADRANTS
 DN5024'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4834 ***********************************************************************
 DG4834  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4834  DESIGNATION -  BROOKLYN E GPS
 DG4834  PID         -  DG4834
 DG4834  STATE/COUNTY-  WI/GREEN
 DG4834  COUNTRY     -  US
 DG4834  USGS QUAD   -  EVANSVILLE (2018)
 DG4834
 DG4834                         *CURRENT SURVEY CONTROL
 DG4834  ______________________________________________________________________
 DG4834* NAD 83(2011) POSITION- 42 47 34.45462(N) 089 22 09.42846(W)   ADJUSTED
 DG4834* NAD 83(2011) ELLIP HT-   278.343 (meters)        (06/27/12)   ADJUSTED
 DG4834* NAD 83(2011) EPOCH   -  2010.00
 DG4834* NAVD 88 ORTHO HEIGHT -   312.33  (meters)     1024.7   (feet) GPS OBS
 DG4834  ______________________________________________________________________
 DG4834  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4834  GEOID HEIGHT    -        -33.982 (meters)                     GEOID12A
 DG4834  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 DG4834  NAD 83(2011) X  -     51,602.647 (meters)                     COMP
 DG4834  NAD 83(2011) Y  - -4,687,533.447 (meters)                     COMP
 DG4834  NAD 83(2011) Z  -  4,310,836.689 (meters)                     COMP
 DG4834  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 DG4834
 DG4834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4834  Standards:
 DG4834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4834  -------------------------------------------------------------------
 DG4834  NETWORK    0.37   0.49           0.17   0.12   0.25      0.04226335
 DG4834  -------------------------------------------------------------------
 DG4834  Click here for local accuracies and other accuracy information.
 DG4834
 DG4834.The horizontal coordinates were established by GPS observations
 DG4834.and adjusted by the National Geodetic Survey in June 2012.
 DG4834
 DG4834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4834.been affixed to the stable North American tectonic plate. See 
 DG4834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4834
 DG4834.The horizontal coordinates are valid at the epoch date displayed above
 DG4834.which is a decimal equivalence of Year/Month/Day.
 DG4834
 DG4834.The orthometric height was determined by GPS observations and a
 DG4834.high-resolution geoid model using precise GPS observation and
 DG4834.processing techniques.
 DG4834
 DG4834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4834.GEOID18 height accuracy estimate available here.
 DG4834
 DG4834.Click photographs - Photos may exist for this station.
 DG4834
 DG4834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4834
 DG4834.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4834
 DG4834.The ellipsoidal height was determined by GPS observations
 DG4834.and is referenced to NAD 83.
 DG4834
 DG4834. The following values were computed from the NAD 83(2011) position.
 DG4834
 DG4834;                    North         East     Units Scale Factor Converg.
 DG4834;SPC WI S     -    88,279.882   651,600.356   MT  0.99998852   +0 26 00.1
 DG4834;SPC WI S     -   289,631.58  2,137,792.17   sFT  0.99998852   +0 26 00.1
 DG4834;UTM  16      - 4,740,540.079   306,231.778   MT  1.00006194   -1 36 36.3
 DG4834
 DG4834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4834!SPC WI S     -   0.99995635  x   0.99998852  =   0.99994487
 DG4834!UTM  16      -   0.99995635  x   1.00006194  =   1.00001829
 DG4834
 DG4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0623140540(NAD 83)
 DG4834
 DG4834                          SUPERSEDED SURVEY CONTROL
 DG4834
 DG4834  NAD 83(2007)-  42 47 34.45465(N)    089 22 09.42939(W) AD(2002.00) 0
 DG4834  ELLIP H (02/10/07)  278.372  (m)                       GP(2002.00)    
 DG4834  NAD 83(1997)-  42 47 34.45450(N)    089 22 09.42973(W) AD(       ) 1
 DG4834  ELLIP H (04/02/04)  278.389  (m)                       GP(       ) 4 1
 DG4834  NAVD 88 (07/26/07)  312.30   (m)  UNKNOWN  model used  GPS OBS        
 DG4834  NAVD 88 (04/02/04)  312.28   (m)  GEOID03  model used  GPS OBS        
 DG4834
 DG4834.Superseded values are not recommended for survey control.
 DG4834
 DG4834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4834.See file dsdata.pdf to determine how the superseded data were derived.
 DG4834
 DG4834_MARKER: DD = SURVEY DISK
 DG4834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4834_STAMPING: BROOKLYN E GPS 2002
 DG4834_MARK LOGO: WIDT
 DG4834_PROJECTION: FLUSH
 DG4834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4834+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 DG4834
 DG4834  HISTORY     - Date     Condition        Report By
 DG4834  HISTORY     - 2002     MONUMENTED       WIDT
 DG4834  HISTORY     - 20040416 GOOD             USPSQD
 DG4834  HISTORY     - 20070813 GOOD             WIDT
 DG4834
 DG4834                          STATION DESCRIPTION
 DG4834
 DG4834'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DG4834'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF BELLEVILLE, 6 KM
 DG4834'WEST-NORTHWEST OF EVANSVILLE, AND 6 KM SOUTH OF BROOKLYN.
 DG4834'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4834'STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 WITH STATE HIGHWAY 92
 DG4834'ABOUT 2 KM EAST OF THE VILLAGE OF BROOKLYN, GO WEST ON STATE HIGHWAY
 DG4834'92 FOR 2.2 KM TO COUNTY HIGHWAY T (RUTLAND AVENUE), TURN LEFT AND GO
 DG4834'SOUTH ON COUNTY ROAD T (RUTLAND AVENUE) FOR 5.9 KM TO ELMER ROAD ON
 DG4834'THE RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 104 FOR 0.6 KM TO THE
 DG4834'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4834'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4834'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DG4834'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.2 M WEST OF THE
 DG4834'CENTERLINE OF STATE ROAD 104, 126 M NORTH OF THE CENTER OF A FIELD
 DG4834'ENTRANCE, 20.1 M WEST-SOUTHWEST OF A POWER POLE, AND 1 M EAST OF A
 DG4834'CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF
 DG4834'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DG4834'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4834'HORIZON.
 DG4834
 DG4834                          STATION RECOVERY (2004)
 DG4834
 DG4834'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4834'RECOVERED IN GOOD CONDITION.
 DG4834
 DG4834                          STATION RECOVERY (2007)
 DG4834
 DG4834'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4834'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 DG4834'OF STATE HIGHWAY 92 WITH COUNTY HIGHWAY MM NORTH AND STATE HIGHWAY 104
 DG4834'SOUTH IN THE COMMUNITY OF BROOKLYN, GO SOUTH ON STATE HIGHWAY 104 FOR
 DG4834'3.7 MILES TO ELMER ROAD, CONTINUE SOUTH ON STATE HIGHWAY 104 FOR 0.42
 DG4834'MILE TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9774 ***********************************************************************
 DF9774  DESIGNATION -  BROOKLYN GPS
 DF9774  PID         -  DF9774
 DF9774  STATE/COUNTY-  WI/DANE
 DF9774  COUNTRY     -  US
 DF9774  USGS QUAD   -  ATTICA (2018)
 DF9774
 DF9774                         *CURRENT SURVEY CONTROL
 DF9774  ______________________________________________________________________
 DF9774* NAD 83(2011) POSITION- 42 52 14.57342(N) 089 23 45.16658(W)   ADJUSTED
 DF9774* NAD 83(2011) ELLIP HT-   262.939 (meters)        (06/27/12)   ADJUSTED
 DF9774* NAD 83(2011) EPOCH   -  2010.00
 DF9774* NAVD 88 ORTHO HEIGHT -   296.966 (meters)      974.30  (feet) ADJUSTED
 DF9774  ______________________________________________________________________
 DF9774  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 DF9774  NAD 83(2011) X  -     49,364.833 (meters)                     COMP
 DF9774  NAD 83(2011) Y  - -4,681,669.093 (meters)                     COMP
 DF9774  NAD 83(2011) Z  -  4,317,165.554 (meters)                     COMP
 DF9774  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 DF9774  DYNAMIC HEIGHT  -        296.882 (meters)      974.02  (feet) COMP
 DF9774  MODELED GRAVITY -    980,328.5   (mgal)                       NAVD 88
 DF9774
 DF9774  VERT ORDER      -  SECOND    CLASS I
 DF9774
 DF9774  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9774  Standards:
 DF9774         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9774            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9774  -------------------------------------------------------------------
 DF9774  NETWORK    0.35   0.43           0.16   0.12   0.22     -0.08822644
 DF9774  -------------------------------------------------------------------
 DF9774  Click here for local accuracies and other accuracy information.
 DF9774
 DF9774.The horizontal coordinates were established by GPS observations
 DF9774.and adjusted by the National Geodetic Survey in June 2012.
 DF9774
 DF9774.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9774.been affixed to the stable North American tectonic plate. See 
 DF9774.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9774
 DF9774.The horizontal coordinates are valid at the epoch date displayed above
 DF9774.which is a decimal equivalence of Year/Month/Day.
 DF9774
 DF9774.The orthometric height was determined by differential leveling and
 DF9774.adjusted by the WI DEPT OF TRANSP
 DF9774.in May 2012.
 DF9774
 DF9774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9774.GEOID18 height accuracy estimate available here.
 DF9774
 DF9774.Click photographs - Photos may exist for this station.
 DF9774
 DF9774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9774
 DF9774.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9774
 DF9774.The ellipsoidal height was determined by GPS observations
 DF9774.and is referenced to NAD 83.
 DF9774
 DF9774.The dynamic height is computed by dividing the NAVD 88
 DF9774.geopotential number by the normal gravity value computed on the
 DF9774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9774.degrees latitude (g = 980.6199 gals.).
 DF9774
 DF9774.The modeled gravity was interpolated from observed gravity values.
 DF9774
 DF9774. The following values were computed from the NAD 83(2011) position.
 DF9774
 DF9774;                    North         East     Units Scale Factor Converg.
 DF9774;SPC WI S     -    96,907.345   649,362.057   MT  0.99997514   +0 24 54.3
 DF9774;SPC WI S     -   317,936.85  2,130,448.68   sFT  0.99997514   +0 24 54.3
 DF9774;UTM  16      - 4,749,242.642   304,302.536   MT  1.00007117   -1 37 50.0
 DF9774
 DF9774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9774!SPC WI S     -   0.99995877  x   0.99997514  =   0.99993391
 DF9774!UTM  16      -   0.99995877  x   1.00007117  =   1.00002993
 DF9774
 DF9774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0430249242(NAD 83)
 DF9774
 DF9774                          SUPERSEDED SURVEY CONTROL
 DF9774
 DF9774  NAD 83(2007)-  42 52 14.57346(N)    089 23 45.16753(W) AD(2002.00) 0
 DF9774  ELLIP H (02/10/07)  262.969  (m)                       GP(2002.00)    
 DF9774  NAD 83(1997)-  42 52 14.57330(N)    089 23 45.16787(W) AD(       ) 1
 DF9774  ELLIP H (04/02/04)  262.982  (m)                       GP(       ) 4 1
 DF9774  NAVD 88             296.95   (m)          974.2    (f) LEVELING    3  
 DF9774  NAVD 88 (04/20/07)  296.948  (m)          974.24   (f) SUPERSEDED  2 1
 DF9774  NAVD 88             296.92   (m)          974.1    (f) LEVELING    3  
 DF9774  NAVD 88 (02/25/04)  296.921  (m)          974.15   (f) SUPERSEDED  2 1
 DF9774
 DF9774.Superseded values are not recommended for survey control.
 DF9774
 DF9774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9774.See file dsdata.pdf to determine how the superseded data were derived.
 DF9774
 DF9774_MARKER: DD = SURVEY DISK
 DF9774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9774_STAMPING: BROOKLYN GPS 2002
 DF9774_MARK LOGO: WIDT
 DF9774_PROJECTION: FLUSH
 DF9774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9774+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2007
 DF9774
 DF9774  HISTORY     - Date     Condition        Report By
 DF9774  HISTORY     - 2001     MONUMENTED       WIDT
 DF9774  HISTORY     - 20070731 GOOD             WIDT
 DF9774
 DF9774                          STATION DESCRIPTION
 DF9774
 DF9774'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9774'THE STATION IS LOCATED ABOUT 16 KM SOUTHWEST OF STOUGHTON, 6 KM
 DF9774'SOUTH-SOUTHWEST OF OREGON, AND 3 KM NORTHEAST OF BROOKLYN.
 DF9774'OWNERSHIP--TOWN OF OREGON. TO REACH THE STATION FROM THE JUNCTION OF
 DF9774'US HIGHWAY 14 WITH STATE HIGHWAY 92 ABOUT 3 KM EAST OF THE VILLAGE OF
 DF9774'BROOKLYN, GO WEST ON STATE HIGHWAY 92 FOR 6.2 KM TO GLENWAY ROAD ON
 DF9774'THE RIGHT, TURN RIGHT AND GO NORTH ON GLENWAY ROAD FOR 2.8 KM TO
 DF9774'BELLBROOK ROAD, TURN RIGHT AND GO EAST ON BELLBROOK ROAD FOR 1.2 KM
 DF9774'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF9774'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9774'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9774'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.6 M SOUTH
 DF9774'OF THE CENTERLINE OF BELLBROOK ROAD, 48.8 M SOUTH-SOUTHEAST OF POWER
 DF9774'POLE --5-9-26 34/0--, 26.1 M SOUTHWEST OF POWER POLE --5-9-26 35/0--,
 DF9774'AND 1 M NORTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH,
 DF9774'EAST AND WEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DF9774'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9774'THAN 20 DEGREES.
 DF9774
 DF9774                          STATION RECOVERY (2007)
 DF9774
 DF9774'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9774'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE WEST OF
 DF9774'UNION ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5325 ***********************************************************************
 DN5325  DESIGNATION -  BROOKLYN N GPS
 DN5325  PID         -  DN5325
 DN5325  STATE/COUNTY-  WI/WASHBURN
 DN5325  COUNTRY     -  US
 DN5325  USGS QUAD   -  MINONG (2018)
 DN5325
 DN5325                         *CURRENT SURVEY CONTROL
 DN5325  ______________________________________________________________________
 DN5325* NAD 83(2011) POSITION- 46 03 42.14490(N) 091 50 13.74137(W)   ADJUSTED
 DN5325* NAD 83(2011) ELLIP HT-   316.480 (meters)        (04/15/13)   ADJUSTED
 DN5325* NAD 83(2011) EPOCH   -  2010.00
 DN5325* NAVD 88 ORTHO HEIGHT -   343.829 (meters)     1128.05  (feet) ADJUSTED
 DN5325  ______________________________________________________________________
 DN5325  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 DN5325  NAD 83(2011) X  -   -142,136.130 (meters)                     COMP
 DN5325  NAD 83(2011) Y  - -4,431,324.358 (meters)                     COMP
 DN5325  NAD 83(2011) Z  -  4,570,237.328 (meters)                     COMP
 DN5325  LAPLACE CORR    -         -7.15  (seconds)                    DEFLEC18
 DN5325  DYNAMIC HEIGHT  -        343.855 (meters)     1128.13  (feet) COMP
 DN5325  MODELED GRAVITY -    980,681.8   (mgal)                       NAVD 88
 DN5325
 DN5325  VERT ORDER      -  SECOND    CLASS I
 DN5325
 DN5325  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5325  Standards:
 DN5325         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5325            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5325  -------------------------------------------------------------------
 DN5325  NETWORK    0.67   1.33           0.30   0.24   0.68      0.06638176
 DN5325  -------------------------------------------------------------------
 DN5325  Click here for local accuracies and other accuracy information.
 DN5325
 DN5325.The horizontal coordinates were established by GPS observations
 DN5325.and adjusted by the National Geodetic Survey in April 2013.
 DN5325
 DN5325.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5325.been affixed to the stable North American tectonic plate. See 
 DN5325.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5325
 DN5325.The horizontal coordinates are valid at the epoch date displayed above
 DN5325.which is a decimal equivalence of Year/Month/Day.
 DN5325
 DN5325.The orthometric height was determined by differential leveling and
 DN5325.adjusted by the WI DEPT OF TRANSP
 DN5325.in May 2012.
 DN5325
 DN5325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5325.GEOID18 height accuracy estimate available here.
 DN5325
 DN5325.Click photographs - Photos may exist for this station.
 DN5325
 DN5325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5325
 DN5325.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5325
 DN5325.The ellipsoidal height was determined by GPS observations
 DN5325.and is referenced to NAD 83.
 DN5325
 DN5325.The dynamic height is computed by dividing the NAVD 88
 DN5325.geopotential number by the normal gravity value computed on the
 DN5325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5325.degrees latitude (g = 980.6199 gals.).
 DN5325
 DN5325.The modeled gravity was interpolated from observed gravity values.
 DN5325
 DN5325. The following values were computed from the NAD 83(2011) position.
 DN5325
 DN5325;                    North         East     Units Scale Factor Converg.
 DN5325;SPC WI N     -   101,122.193   457,866.754   MT  0.99994705   -1 19 31.0
 DN5325;SPC WI N     -   331,765.06  1,502,184.51   sFT  0.99994705   -1 19 31.0
 DN5325;UTM  15      - 5,101,560.866   589,941.770   MT  0.99969944   +0 50 14.7
 DN5325
 DN5325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5325!SPC WI N     -   0.99995039  x   0.99994705  =   0.99989744
 DN5325!UTM  15      -   0.99995039  x   0.99969944  =   0.99964984
 DN5325
 DN5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8994101560(NAD 83)
 DN5325
 DN5325                          SUPERSEDED SURVEY CONTROL
 DN5325
 DN5325  NAD 83(2007)-  46 03 42.14499(N)    091 50 13.74195(W) AD(2002.00) 1
 DN5325  ELLIP H (04/06/12)  316.519  (m)                       GP(2002.00) 1 1
 DN5325  NAVD 88             343.83   (m)         1128.0    (f) LEVELING    3  
 DN5325
 DN5325.Superseded values are not recommended for survey control.
 DN5325
 DN5325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5325.See file dsdata.pdf to determine how the superseded data were derived.
 DN5325
 DN5325_MARKER: DD = SURVEY DISK
 DN5325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5325_STAMPING: BROOKLYN N GPS 2006
 DN5325_MARK LOGO: WIDT
 DN5325_PROJECTION: FLUSH
 DN5325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5325+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DN5325
 DN5325  HISTORY     - Date     Condition        Report By
 DN5325  HISTORY     - 2005     MONUMENTED       WIDT
 DN5325  HISTORY     - 20100928 GOOD             WIDT
 DN5325
 DN5325                          STATION DESCRIPTION
 DN5325
 DN5325'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5325'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH STATE
 DN5325'HIGHWAY 77 ON THE WEST SIDE OF THE VILLAGE OF MINONG, GO SOUTH ON US
 DN5325'HIGHWAY 53 FOR 2.6 MI (4.2 KM) TO BROOKLYN ROAD.  CONTINUE SOUTH ON US
 DN5325'HIGHWAY 53 FOR 0.11 MI (0.2 KM) TO THE STATION IN THE MEDIAN ON THE
 DN5325'LEFT.
 DN5325'
 DN5325'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5325'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5325'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5325'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) ABOVE THE SOUTHBOUND LANES AND
 DN5325'3 M (9.8 FT) ABOVE THE NORTHBOUND LANES OF THE HIGHWAY.
 DN5325'
 DN5325'THE STATION IS 19.6 M (64.3 FT) EAST OF THE CENTERLINE OF THE TWO
 DN5325'SOUTHBOUND LANES OF US HIGHWAY 53, 25.4 M (83.3 FT) WEST OF THE
 DN5325'CENTERLINE OF THE TWO NORTHBOUND LANES OF US HIGHWAY 53 AND IS 1 M
 DN5325'(3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DN5325'STATION.
 DN5325'
 DN5325'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5325'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7388 ***********************************************************************
 DE7388  DESIGNATION -  BROOKLYN NORTH GPS
 DE7388  PID         -  DE7388
 DE7388  STATE/COUNTY-  WI/GREEN LAKE
 DE7388  COUNTRY     -  US
 DE7388  USGS QUAD   -  BERLIN (2018)
 DE7388
 DE7388                         *CURRENT SURVEY CONTROL
 DE7388  ______________________________________________________________________
 DE7388* NAD 83(2011) POSITION- 43 52 33.18276(N) 088 56 46.44887(W)   ADJUSTED
 DE7388* NAD 83(2011) ELLIP HT-   255.677 (meters)        (06/27/12)   ADJUSTED
 DE7388* NAD 83(2011) EPOCH   -  2010.00
 DE7388* NAVD 88 ORTHO HEIGHT -   291.865 (meters)      957.56  (feet) ADJUSTED
 DE7388  ______________________________________________________________________
 DE7388  GEOID HEIGHT    -        -36.181 (meters)                     GEOID18
 DE7388  NAD 83(2011) X  -     84,693.020 (meters)                     COMP
 DE7388  NAD 83(2011) Y  - -4,604,450.849 (meters)                     COMP
 DE7388  NAD 83(2011) Z  -  4,398,338.293 (meters)                     COMP
 DE7388  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 DE7388  DYNAMIC HEIGHT  -        291.798 (meters)      957.34  (feet) COMP
 DE7388  MODELED GRAVITY -    980,385.4   (mgal)                       NAVD 88
 DE7388
 DE7388  VERT ORDER      -  SECOND    CLASS I
 DE7388
 DE7388  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7388  Standards:
 DE7388         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7388            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7388  -------------------------------------------------------------------
 DE7388  NETWORK    0.25   0.31           0.11   0.09   0.16      0.08417584
 DE7388  -------------------------------------------------------------------
 DE7388  Click here for local accuracies and other accuracy information.
 DE7388
 DE7388.The horizontal coordinates were established by GPS observations
 DE7388.and adjusted by the National Geodetic Survey in June 2012.
 DE7388
 DE7388.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7388.been affixed to the stable North American tectonic plate. See 
 DE7388.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7388
 DE7388.The horizontal coordinates are valid at the epoch date displayed above
 DE7388.which is a decimal equivalence of Year/Month/Day.
 DE7388
 DE7388.The orthometric height was determined by differential leveling and
 DE7388.adjusted by the WI DEPT OF TRANSP
 DE7388.in May 2012.
 DE7388
 DE7388.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7388.GEOID18 height accuracy estimate available here.
 DE7388
 DE7388.Click photographs - Photos may exist for this station.
 DE7388
 DE7388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7388
 DE7388.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7388
 DE7388.The ellipsoidal height was determined by GPS observations
 DE7388.and is referenced to NAD 83.
 DE7388
 DE7388.The dynamic height is computed by dividing the NAVD 88
 DE7388.geopotential number by the normal gravity value computed on the
 DE7388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7388.degrees latitude (g = 980.6199 gals.).
 DE7388
 DE7388.The modeled gravity was interpolated from observed gravity values.
 DE7388
 DE7388. The following values were computed from the NAD 83(2011) position.
 DE7388
 DE7388;                    North         East     Units Scale Factor Converg.
 DE7388;SPC WI S     -   208,931.878   684,689.342   MT  0.99996683   +0 43 26.6
 DE7388;SPC WI S     -   685,470.67  2,246,351.62   sFT  0.99996683   +0 43 26.6
 DE7388;UTM  16      - 4,859,928.737   343,636.134   MT  0.99990072   -1 20 57.1
 DE7388
 DE7388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7388!SPC WI S     -   0.99995991  x   0.99996683  =   0.99992674
 DE7388!UTM  16      -   0.99995991  x   0.99990072  =   0.99986063
 DE7388
 DE7388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4363659928(NAD 83)
 DE7388
 DE7388                          SUPERSEDED SURVEY CONTROL
 DE7388
 DE7388  NAD 83(2007)-  43 52 33.18281(N)    088 56 46.44971(W) AD(2002.00) 0
 DE7388  ELLIP H (02/10/07)  255.713  (m)                       GP(2002.00)    
 DE7388  NAD 83(1997)-  43 52 33.18287(N)    088 56 46.44997(W) AD(       ) 1
 DE7388  ELLIP H (06/11/03)  255.718  (m)                       GP(       ) 3 1
 DE7388  NAVD 88             291.84   (m)          957.5    (f) LEVELING    3  
 DE7388  NAVD 88 (04/20/07)  291.840  (m)          957.48   (f) SUPERSEDED  2 1
 DE7388  NAVD 88             291.82   (m)          957.4    (f) LEVELING    3  
 DE7388  NAVD 88 (05/16/03)  291.818  (m)          957.41   (f) SUPERSEDED  2 1
 DE7388
 DE7388.Superseded values are not recommended for survey control.
 DE7388
 DE7388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7388.See file dsdata.pdf to determine how the superseded data were derived.
 DE7388
 DE7388_MARKER: DD = SURVEY DISK
 DE7388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7388_STAMPING: BROOKLYN NORTH GPS 1994
 DE7388_MARK LOGO: WIDT
 DE7388_PROJECTION: FLUSH
 DE7388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7388+STABILITY: SURFACE MOTION
 DE7388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7388+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2025
 DE7388
 DE7388  HISTORY     - Date     Condition        Report By
 DE7388  HISTORY     - 1994     MONUMENTED       WI-047
 DE7388  HISTORY     - 20010103 GOOD             WIDT
 DE7388  HISTORY     - 20030730 GOOD             USPSQD
 DE7388  HISTORY     - 2004     GOOD             WIDT
 DE7388  HISTORY     - 2004     GOOD             WIDT
 DE7388  HISTORY     - 20050606 GOOD             WIDT
 DE7388  HISTORY     - 20060811 GOOD             USPSQD
 DE7388  HISTORY     - 20250507 GOOD             WI-047
 DE7388
 DE7388                          STATION DESCRIPTION
 DE7388
 DE7388'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7388'THE STATION IS LOCATED ABOUT 41 KM WEST-NORTHWEST OF FOND DU LAC AND
 DE7388'11 KM SOUTH OF BERLIN. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7388'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7388'HIGHWAY 23 WITH STATE HIGHWAY 49 ABOUT 2 KM NORTHEAST OF THE VILLAGE
 DE7388'OF GREEN LAKE, GO NORTH ON STATE HIGHWAY 49 FOR 1.9 KM TO COUNTY
 DE7388'HIGHWAY J, CONTINUE NORTH ON STATE HIGHWAY 49 FOR 0.3 KM TO THE
 DE7388'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7388'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7388'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 2.0
 DE7388'M ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 23.8 M WEST OF THE
 DE7388'CENTERLINE OF STATE HIGHWAY 49, 68 M SOUTHEAST OF THE EXTENDED
 DE7388'CENTERLINE OF PRIVATE ENTRANCE --6798--, 59.2 M NORTHWEST OF A WOOD
 DE7388'POST FOR A --DO NOT PASS-- SIGN, 45.0 M SOUTHEAST OF A WOOD POST FOR
 DE7388'A --ONCOMING TRAFFIC USES CENTER LANE-- SIGN, 8 M EAST OF A
 DE7388'CULTIVATED FIELD, 7.3 M EAST OF A TELEPHONE PEDESTAL --450--, AND 0.4
 DE7388'M WEST OF A STEEL WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7388'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7388
 DE7388                          STATION RECOVERY (2003)
 DE7388
 DE7388'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7388'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M NORTH,
 DE7388'1 M SOUTH AND 1 M WEST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 DE7388
 DE7388                          STATION RECOVERY (2004)
 DE7388
 DE7388'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DE7388'RECOVERED AS DESCRIBED.
 DE7388
 DE7388                          STATION RECOVERY (2004)
 DE7388
 DE7388'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DE7388'RECOVERED AS DESCRIBED.
 DE7388
 DE7388                          STATION RECOVERY (2005)
 DE7388
 DE7388'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7388'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20.2 M WEST OF THE
 DE7388'CENTERLINE OF THE TWO SOUTH BOUND LANES OF STATE HIGHWAY 49, ACROSS
 DE7388'THE HIGHWAY FROM A NORTH BOUND --TWO LANES MERGE TO ONE-- SIGN, 0.4 M
 DE7388'WEST OF A STEEL WITNESS POST WITH A YELLOW COUNTY SURVEYOR SIGN
 DE7388'ATTACHED, AND 1 M EAST, 1 M SOUTH, AND 1 M NORTH OF THREE 4X4 ORANGE
 DE7388'PLASTIC GUARD POSTS.
 DE7388'NOTE--  THERE IS NO LONGER A --ONCOMING TRAFFIC USES CENTER LANE--
 DE7388'SIGN.
 DE7388
 DE7388                          STATION RECOVERY (2006)
 DE7388
 DE7388'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7388'RECOVERED IN GOOD CONDITION.
 DE7388
 DE7388                          STATION RECOVERY (2025)
 DE7388
 DE7388'RECOVERY NOTE BY GREEN LAKE COUNTY WISCONSIN 2025 (RS)
 DE7388'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4216 ***********************************************************************
 DS4216  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4216  DESIGNATION -  BROOKLYN S CTH A AZ MK
 DS4216  PID         -  DS4216
 DS4216  STATE/COUNTY-  WI/GREEN LAKE
 DS4216  COUNTRY     -  US
 DS4216  USGS QUAD   -  GREEN LAKE (2018)
 DS4216
 DS4216                         *CURRENT SURVEY CONTROL
 DS4216  ______________________________________________________________________
 DS4216* NAD 83(2011) POSITION- 43 49 41.74480(N) 088 55 39.13632(W)   ADJUSTED
 DS4216* NAD 83(2011) ELLIP HT-   207.788 (meters)        (11/18/25)   ADJUSTED
 DS4216* NAD 83(2011) EPOCH   -  2010.00
 DS4216* NAVD 88 ORTHO HEIGHT -   243.84  (meters)      800.0   (feet) GPS OBS
 DS4216  ______________________________________________________________________
 DS4216  GEOID HEIGHT    -        -36.044 (meters)                     GEOID18
 DS4216  NAD 83(2011) X  -     86,263.602 (meters)                     COMP
 DS4216  NAD 83(2011) Y  - -4,608,053.674 (meters)                     COMP
 DS4216  NAD 83(2011) Z  -  4,394,489.321 (meters)                     COMP
 DS4216  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 DS4216
 DS4216  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4216  Standards:
 DS4216         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4216            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4216  -------------------------------------------------------------------
 DS4216  NETWORK    0.72   1.06           0.33   0.25   0.54      0.08970574
 DS4216  -------------------------------------------------------------------
 DS4216  Click here for local accuracies and other accuracy information.
 DS4216
 DS4216.The horizontal coordinates were established by GPS observations
 DS4216.and adjusted by the WI DEPT OF TRANSP in November 2025.
 DS4216
 DS4216.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4216.frame has been affixed to the stable North American tectonic plate 
 DS4216
 DS4216.The horizontal coordinates are valid at the epoch date displayed above
 DS4216.which is a decimal equivalence of Year/Month/Day.
 DS4216
 DS4216.The orthometric height was determined by GPS observations and a
 DS4216.high-resolution geoid model using precise GPS observation and
 DS4216.processing techniques.
 DS4216
 DS4216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4216.GEOID18 height accuracy estimate available here.
 DS4216
 DS4216.Click photographs - Photos may exist for this station.
 DS4216
 DS4216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4216
 DS4216.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4216
 DS4216.The ellipsoidal height was determined by GPS observations
 DS4216.and is referenced to NAD 83.
 DS4216
 DS4216. The following values were computed from the NAD 83(2011) position.
 DS4216
 DS4216;                    North         East     Units Scale Factor Converg.
 DS4216;SPC WI S     -   203,660.456   686,260.030   MT  0.99996029   +0 44 12.8
 DS4216;SPC WI S     -   668,176.01  2,251,504.78   sFT  0.99996029   +0 44 12.8
 DS4216;UTM  16      - 4,854,604.306   345,015.057   MT  0.99989545   -1 20 06.3
 DS4216
 DS4216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4216!SPC WI S     -   0.99996742  x   0.99996029  =   0.99992771
 DS4216!UTM  16      -   0.99996742  x   0.99989545  =   0.99986287
 DS4216
 DS4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4501554604(NAD 83)
 DS4216
 DS4216                          SUPERSEDED SURVEY CONTROL
 DS4216
 DS4216.No superseded survey control is available for this station.
 DS4216
 DS4216_MARKER: DZ = AZIMUTH MARK DISK
 DS4216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4216_STAMPING: BROOKLYN S CTH A GPS
 DS4216_MARK LOGO: WIDT
 DS4216_PROJECTION: FLUSH
 DS4216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4216+STABILITY: SURFACE MOTION
 DS4216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4216+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2024
 DS4216
 DS4216  HISTORY     - Date     Condition        Report By
 DS4216  HISTORY     - 1994     MONUMENTED       WI-047
 DS4216  HISTORY     - 20241030 GOOD             COLEM
 DS4216
 DS4216                          STATION DESCRIPTION
 DS4216
 DS4216'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS4216'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHWEST OF RUSH LAKE, 4.7
 DS4216'MI (7.6 KM) WEST-SOUTHWEST OF RIPON AND 2.0 MI (3.2 KM) SOUTHEAST OF
 DS4216'GREEN LAKE.
 DS4216'
 DS4216'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 23 AND COUNTY TRUNK
 DS4216'HIGHWAY A, GO SOUTH-SOUTHEAST FOR 2 MI (3.2 KM).
 DS4216'
 DS4216'THE STATION IS ON THE RIGHT BETWEEN THE NORHTERN PARKING LOT TO SUNSET
 DS4216'PARK AND COUNTY TRUNK HIGHWAY A.
 DS4216'
 DS4216'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS4216'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41
 DS4216'CM) DIAMETER CONCRETE POST AND IS FLUSH WITH THE GROUND.  THE STATION
 DS4216'IS 1 FT (0.3 M) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 55 FT
 DS4216'(16.8 M) WEST OF THE CENTERLINE OF C.T.H. A, 23 FT (7.0 M) EAST OF THE
 DS4216'EDGE OF ASPHALT ON THE NORTH PARKING LOT FOR SUNSET PARK, 100 FT (30.5
 DS4216'M) SOUTH OF POWER POLE WITH TAG 43/47 AND 100 FT (30.5 M) NORTH OF
 DS4216'POWER POLE WITH TAG 44/43.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4835 ***********************************************************************
 DG4835  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4835  DESIGNATION -  BROOKLYN S GPS
 DG4835  PID         -  DG4835
 DG4835  STATE/COUNTY-  WI/GREEN
 DG4835  COUNTRY     -  US
 DG4835  USGS QUAD   -  ATTICA (2018)
 DG4835
 DG4835                         *CURRENT SURVEY CONTROL
 DG4835  ______________________________________________________________________
 DG4835* NAD 83(2011) POSITION- 42 46 13.43975(N) 089 25 26.30517(W)   ADJUSTED
 DG4835* NAD 83(2011) ELLIP HT-   262.829 (meters)        (06/27/12)   ADJUSTED
 DG4835* NAD 83(2011) EPOCH   -  2010.00
 DG4835* NAVD 88 ORTHO HEIGHT -   296.77  (meters)      973.7   (feet) GPS OBS
 DG4835  ______________________________________________________________________
 DG4835  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4835  GEOID HEIGHT    -        -33.937 (meters)                     GEOID12A
 DG4835  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 DG4835  NAD 83(2011) X  -     47,145.399 (meters)                     COMP
 DG4835  NAD 83(2011) Y  - -4,689,267.147 (meters)                     COMP
 DG4835  NAD 83(2011) Z  -  4,308,991.242 (meters)                     COMP
 DG4835  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 DG4835
 DG4835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4835  Standards:
 DG4835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4835  -------------------------------------------------------------------
 DG4835  NETWORK    0.33   0.43           0.15   0.11   0.22      0.01695513
 DG4835  -------------------------------------------------------------------
 DG4835  Click here for local accuracies and other accuracy information.
 DG4835
 DG4835.The horizontal coordinates were established by GPS observations
 DG4835.and adjusted by the National Geodetic Survey in June 2012.
 DG4835
 DG4835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4835.been affixed to the stable North American tectonic plate. See 
 DG4835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4835
 DG4835.The horizontal coordinates are valid at the epoch date displayed above
 DG4835.which is a decimal equivalence of Year/Month/Day.
 DG4835
 DG4835.The orthometric height was determined by GPS observations and a
 DG4835.high-resolution geoid model using precise GPS observation and
 DG4835.processing techniques.
 DG4835
 DG4835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4835.GEOID18 height accuracy estimate available here.
 DG4835
 DG4835.Click photographs - Photos may exist for this station.
 DG4835
 DG4835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4835
 DG4835.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4835
 DG4835.The ellipsoidal height was determined by GPS observations
 DG4835.and is referenced to NAD 83.
 DG4835
 DG4835. The following values were computed from the NAD 83(2011) position.
 DG4835
 DG4835;                    North         East     Units Scale Factor Converg.
 DG4835;SPC WI S     -    85,747.642   647,143.536   MT  0.99999273   +0 23 44.8
 DG4835;SPC WI S     -   281,323.72  2,123,170.08   sFT  0.99999273   +0 23 44.8
 DG4835;UTM  16      - 4,738,168.128   301,687.149   MT  1.00008386   -1 38 47.6
 DG4835
 DG4835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4835!SPC WI S     -   0.99995878  x   0.99999273  =   0.99995151
 DG4835!UTM  16      -   0.99995878  x   1.00008386  =   1.00004264
 DG4835
 DG4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0168738168(NAD 83)
 DG4835
 DG4835                          SUPERSEDED SURVEY CONTROL
 DG4835
 DG4835  NAD 83(2007)-  42 46 13.43979(N)    089 25 26.30609(W) AD(2002.00) 0
 DG4835  ELLIP H (02/10/07)  262.859  (m)                       GP(2002.00)    
 DG4835  NAD 83(1997)-  42 46 13.43961(N)    089 25 26.30643(W) AD(       ) 1
 DG4835  ELLIP H (04/02/04)  262.877  (m)                       GP(       ) 4 1
 DG4835  NAVD 88 (07/26/07)  296.75   (m)  UNKNOWN  model used  GPS OBS        
 DG4835  NAVD 88 (04/02/04)  296.73   (m)  GEOID03  model used  GPS OBS        
 DG4835
 DG4835.Superseded values are not recommended for survey control.
 DG4835
 DG4835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4835.See file dsdata.pdf to determine how the superseded data were derived.
 DG4835
 DG4835_MARKER: DD = SURVEY DISK
 DG4835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4835_STAMPING: BROOKLYN S GPS 2002
 DG4835_MARK LOGO: WIDT
 DG4835_PROJECTION: FLUSH
 DG4835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4835+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2008
 DG4835
 DG4835  HISTORY     - Date     Condition        Report By
 DG4835  HISTORY     - 2001     MONUMENTED       WIDT
 DG4835  HISTORY     - 20040416 GOOD             USPSQD
 DG4835  HISTORY     - 20070913 GOOD             WIDT
 DG4835  HISTORY     - 20080529 GOOD             WIDT
 DG4835
 DG4835                          STATION DESCRIPTION
 DG4835
 DG4835'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4835'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF BELLEVILLE, 10 KM EAST
 DG4835'OF EVANSVILLE, AND 10 KM SOUTH SOUTHWEST OF BROOKLYN.
 DG4835'OWNERSHIP--GREEN COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4835'U.S. HIGHWAY 14 WITH STATE HIGHWAY 92 ABOUT 10 KM SOUTH-SOUTHWEST OF
 DG4835'THE TOWN OF BROOKLYN, GO WEST AND THEN SOUTH ON STATE HIGHWAY 92 FOR
 DG4835'8.5 KM TO COUNTY HIGHWAY E ON THE LEFT, TURN LEFT AND GO SOUTH ON
 DG4835'COUNTY HIGHWAY E FOR 5.1 KM TO COUNTY HIGHWAY C, CONTINUE SOUTH ON
 DG4835'COUNTY HIGHWAY E FOR 1.6 KM TO THE STATION ON THE LEFT.  THE STATION
 DG4835'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4835'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DG4835'SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DG4835'STATION IS 8.9 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY E, 50.3 M
 DG4835'SOUTH OF A WOOD POST FOR A --CURVE LEFT-- SIGN, 42.4 M NORTH OF THE
 DG4835'CENTERLINE OF BROOKLYN ALBANY ROAD, AND 3 M WEST OF A CULTIVATED
 DG4835'FIELD.  ---NOTE---THE STATION IS WEST, SOUTH AND NORTH OF THREE
 DG4835'ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DG4835'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4835'HORIZON.
 DG4835
 DG4835                          STATION RECOVERY (2004)
 DG4835
 DG4835'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4835'RECOVERED IN GOOD CONDITION.
 DG4835
 DG4835                          STATION RECOVERY (2007)
 DG4835
 DG4835'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4835'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST AND 1.0
 DG4835'M SOUTH-SOUTHEAST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 DG4835
 DG4835                          STATION RECOVERY (2008)
 DG4835
 DG4835'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DG4835'RECOVERED IN GOOD CONDITION.  REPLACED TWO BROKEN GUARD POSTS.   THE
 DG4835'STATION IS 1.0 M SOUTHWEST, 1.0 M NORTHEAST, AND 1.0 M NORTHWEST OF
 DG4835'THREE 4X4 ORANGE PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7219 ***********************************************************************
 DN7219  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7219  DESIGNATION -  BROOKLYN S GPS
 DN7219  PID         -  DN7219
 DN7219  STATE/COUNTY-  WI/WASHBURN
 DN7219  COUNTRY     -  US
 DN7219  USGS QUAD   -  DUNN LAKE (2019)
 DN7219
 DN7219                         *CURRENT SURVEY CONTROL
 DN7219  ______________________________________________________________________
 DN7219* NAD 83(2011) POSITION- 45 58 34.44509(N) 091 53 24.52791(W)   ADJUSTED
 DN7219* NAD 83(2011) ELLIP HT-   291.573 (meters)        (04/15/13)   ADJUSTED
 DN7219* NAD 83(2011) EPOCH   -  2010.00
 DN7219* NAVD 88 ORTHO HEIGHT -   319.33  (meters)     1047.7   (feet) GPS OBS
 DN7219  ______________________________________________________________________
 DN7219  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7219  GEOID HEIGHT    -        -27.759 (meters)                     GEOID12A
 DN7219  GEOID HEIGHT    -        -27.758 (meters)                     GEOID18
 DN7219  NAD 83(2011) X  -   -146,459.783 (meters)                     COMP
 DN7219  NAD 83(2011) Y  - -4,438,006.495 (meters)                     COMP
 DN7219  NAD 83(2011) Z  -  4,563,621.839 (meters)                     COMP
 DN7219  LAPLACE CORR    -        -11.13  (seconds)                    DEFLEC18
 DN7219
 DN7219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7219  Standards:
 DN7219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7219  -------------------------------------------------------------------
 DN7219  NETWORK    0.63   1.20           0.28   0.23   0.61      0.08522016
 DN7219  -------------------------------------------------------------------
 DN7219  Click here for local accuracies and other accuracy information.
 DN7219
 DN7219.The horizontal coordinates were established by GPS observations
 DN7219.and adjusted by the National Geodetic Survey in April 2013.
 DN7219
 DN7219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7219.been affixed to the stable North American tectonic plate. See 
 DN7219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7219
 DN7219.The horizontal coordinates are valid at the epoch date displayed above
 DN7219.which is a decimal equivalence of Year/Month/Day.
 DN7219
 DN7219.The orthometric height was determined by GPS observations and a
 DN7219.high-resolution geoid model using precise GPS observation and
 DN7219.processing techniques.
 DN7219
 DN7219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7219.GEOID18 height accuracy estimate available here.
 DN7219
 DN7219.Click photographs - Photos may exist for this station.
 DN7219
 DN7219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7219
 DN7219.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7219
 DN7219.The ellipsoidal height was determined by GPS observations
 DN7219.and is referenced to NAD 83.
 DN7219
 DN7219. The following values were computed from the NAD 83(2011) position.
 DN7219
 DN7219;                    North         East     Units Scale Factor Converg.
 DN7219;SPC WI N     -    91,721.198   453,541.349   MT  0.99995091   -1 21 48.6
 DN7219;SPC WI N     -   300,921.96  1,487,993.58   sFT  0.99995091   -1 21 48.6
 DN7219;UTM  15      - 5,092,005.802   585,975.124   MT  0.99969087   +0 47 53.1
 DN7219
 DN7219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7219!SPC WI N     -   0.99995429  x   0.99995091  =   0.99990520
 DN7219!UTM  15      -   0.99995429  x   0.99969087  =   0.99964518
 DN7219
 DN7219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8597592005(NAD 83)
 DN7219
 DN7219                          SUPERSEDED SURVEY CONTROL
 DN7219
 DN7219  NAD 83(2007)-  45 58 34.44516(N)    091 53 24.52847(W) AD(2002.00) 1
 DN7219  ELLIP H (04/06/12)  291.611  (m)                       GP(2002.00) 1 1
 DN7219
 DN7219.Superseded values are not recommended for survey control.
 DN7219
 DN7219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7219.See file dsdata.pdf to determine how the superseded data were derived.
 DN7219
 DN7219_MARKER: DD = SURVEY DISK
 DN7219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7219_STAMPING: BROOKLYN S GPS 2006
 DN7219_MARK LOGO: WIDT
 DN7219_PROJECTION: FLUSH
 DN7219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7219+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DN7219
 DN7219  HISTORY     - Date     Condition        Report By
 DN7219  HISTORY     - 2005     MONUMENTED       WIDT
 DN7219  HISTORY     - 20100928 GOOD             WIDT
 DN7219
 DN7219                          STATION DESCRIPTION
 DN7219
 DN7219'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7219'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DN7219'HIGHWAY F WEST APPROXIMATELY 5 MI (8.0 KM) NORTH OF THE COMMUNITY OF
 DN7219'TREGO, GO WEST ON COUNTY HIGHWAY F FOR 3.2 MI (5.1 KM) TO COUNTY
 DN7219'HIGHWAY K.  TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY K FOR 0.51 MI
 DN7219'(0.8 KM) TO THE STATION ON THE LEFT.
 DN7219'
 DN7219'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7219'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7219'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7219'GROUND AND APPROXIMATELY 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 DN7219'PAVEMENT.  THE STATION IS 14.1 M (46.3 FT) EAST OF THE CENTERLINE OF
 DN7219'COUNTY HIGHWAY K, APPROXIMATELY 64 M (210.0 FT) SOUTH OF PRIVATE
 DN7219'ENTRANCE -N9458-, 43.5 M (142.7 FT) SOUTHEAST OF A POWER POLE, 10.6 M
 DN7219'(34.8 FT) NORTH OF THE EXTENDED CENTERLINE OF A GATED FIELD ENTRANCE,
 DN7219'1.2 M (3.9 FT) WEST OF A BARBED WIRE FENCE AND IS 1 M (3.3 FT) FROM
 DN7219'THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7219'
 DN7219'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7219'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DS4215 ***********************************************************************
 DS4215  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4215  DESIGNATION -  BROOKLYN S GPS
 DS4215  PID         -  DS4215
 DS4215  STATE/COUNTY-  WI/GREEN LAKE
 DS4215  COUNTRY     -  US
 DS4215  USGS QUAD   -  GREEN LAKE (2018)
 DS4215
 DS4215                         *CURRENT SURVEY CONTROL
 DS4215  ______________________________________________________________________
 DS4215* NAD 83(2011) POSITION- 43 49 35.23616(N) 088 55 37.36698(W)   ADJUSTED
 DS4215* NAD 83(2011) ELLIP HT-   207.989 (meters)        (11/18/25)   ADJUSTED
 DS4215* NAD 83(2011) EPOCH   -  2010.00
 DS4215* NAVD 88 ORTHO HEIGHT -   244.03  (meters)      800.6   (feet) GPS OBS
 DS4215  ______________________________________________________________________
 DS4215  GEOID HEIGHT    -        -36.038 (meters)                     GEOID18
 DS4215  NAD 83(2011) X  -     86,305.737 (meters)                     COMP
 DS4215  NAD 83(2011) Y  - -4,608,192.166 (meters)                     COMP
 DS4215  NAD 83(2011) Z  -  4,394,344.535 (meters)                     COMP
 DS4215  LAPLACE CORR    -          1.66  (seconds)                    DEFLEC18
 DS4215
 DS4215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4215  Standards:
 DS4215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4215  -------------------------------------------------------------------
 DS4215  NETWORK    0.70   1.02           0.32   0.24   0.52      0.09068107
 DS4215  -------------------------------------------------------------------
 DS4215  Click here for local accuracies and other accuracy information.
 DS4215
 DS4215.The horizontal coordinates were established by GPS observations
 DS4215.and adjusted by the WI DEPT OF TRANSP in November 2025.
 DS4215
 DS4215.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4215.frame has been affixed to the stable North American tectonic plate 
 DS4215
 DS4215.The horizontal coordinates are valid at the epoch date displayed above
 DS4215.which is a decimal equivalence of Year/Month/Day.
 DS4215
 DS4215.The orthometric height was determined by GPS observations and a
 DS4215.high-resolution geoid model using precise GPS observation and
 DS4215.processing techniques.
 DS4215
 DS4215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4215.GEOID18 height accuracy estimate available here.
 DS4215
 DS4215.Click photographs - Photos may exist for this station.
 DS4215
 DS4215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4215
 DS4215.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4215
 DS4215.The ellipsoidal height was determined by GPS observations
 DS4215.and is referenced to NAD 83.
 DS4215
 DS4215. The following values were computed from the NAD 83(2011) position.
 DS4215
 DS4215;                    North         East     Units Scale Factor Converg.
 DS4215;SPC WI S     -   203,460.109   686,302.143   MT  0.99996005   +0 44 14.0
 DS4215;SPC WI S     -   667,518.71  2,251,642.95   sFT  0.99996005   +0 44 14.0
 DS4215;UTM  16      - 4,854,402.581   345,049.897   MT  0.99989531   -1 20 04.9
 DS4215
 DS4215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4215!SPC WI S     -   0.99996739  x   0.99996005  =   0.99992744
 DS4215!UTM  16      -   0.99996739  x   0.99989531  =   0.99986270
 DS4215
 DS4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4504954402(NAD 83)
 DS4215
 DS4215                          SUPERSEDED SURVEY CONTROL
 DS4215
 DS4215.No superseded survey control is available for this station.
 DS4215
 DS4215_MARKER: DD = SURVEY DISK
 DS4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS4215_STAMPING: BROOKLYN S GPS 2007
 DS4215_MARK LOGO: WIDT
 DS4215_PROJECTION: FLUSH
 DS4215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS4215+STABILITY: SURFACE MOTION
 DS4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4215+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2024
 DS4215
 DS4215  HISTORY     - Date     Condition        Report By
 DS4215  HISTORY     - 2007     MONUMENTED       WI-047
 DS4215  HISTORY     - 20241030 GOOD             COLEM
 DS4215
 DS4215                          STATION DESCRIPTION
 DS4215
 DS4215'DESCRIBED BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DS4215'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHWEST OF RUSH
 DS4215'LAKE, 4.7 MI (7.6 KM) WEST-SOUTHWEST OF RIPON AND 2.2 MI (3.5 KM)
 DS4215'SOUTHEAST OF GREEN LAKE.
 DS4215'
 DS4215'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 23 AND COUNTY TRUNK
 DS4215'HIGHWAY A, GO SOUTH-SOUTHEAST FOR 2.1 MI (3.4 KM).
 DS4215'
 DS4215'THE STATION IS ON THE RIGHT BETWEEN THE SOUTHERN PARKING LOT TO SUNSET
 DS4215'PARK AND COUNTY TRUNK HIGHWAY A.
 DS4215'
 DS4215'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DS4215'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41
 DS4215'CM) DIAMETER CONCRETE POST AND IS FLUSH WITH THE GROUND.  THE STATION
 DS4215'IS 1 FT (0.3 M) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 47
 DS4215'FT (14.3 M) WEST OF THE CENTERLINE OF COUNTY TRUNK HIGHWAY A, 13 FT
 DS4215'(4.0 M) EAST OF THE EDGE OF ASPHALT ON THE SOUTH PARKING LOT FOR
 DS4215'SUNSET PARK, 164 FT (50.0 M) SOUTH OF POWER POLE WITH TAG 47/31 AND 38
 DS4215'FT (11.6 M) NORTH OF POWER POLE WITH TAG 44/43.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5621 ***********************************************************************
 DH5621  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5621  DESIGNATION -  BROOKLYN S STH 23 GPS
 DH5621  PID         -  DH5621
 DH5621  STATE/COUNTY-  WI/GREEN LAKE
 DH5621  COUNTRY     -  US
 DH5621  USGS QUAD   -  GREEN LAKE (2018)
 DH5621
 DH5621                         *CURRENT SURVEY CONTROL
 DH5621  ______________________________________________________________________
 DH5621* NAD 83(2011) POSITION- 43 50 15.46980(N) 088 59 03.11165(W)   ADJUSTED
 DH5621* NAD 83(2011) ELLIP HT-   231.547 (meters)        (06/27/12)   ADJUSTED
 DH5621* NAD 83(2011) EPOCH   -  2010.00
 DH5621* NAVD 88 ORTHO HEIGHT -   267.65  (meters)      878.1   (feet) GPS OBS
 DH5621  ______________________________________________________________________
 DH5621  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5621  GEOID HEIGHT    -        -36.103 (meters)                     GEOID12A
 DH5621  GEOID HEIGHT    -        -36.096 (meters)                     GEOID18
 DH5621  NAD 83(2011) X  -     81,694.179 (meters)                     COMP
 DH5621  NAD 83(2011) Y  - -4,607,433.085 (meters)                     COMP
 DH5621  NAD 83(2011) Z  -  4,395,256.649 (meters)                     COMP
 DH5621  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 DH5621
 DH5621  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5621  Standards:
 DH5621         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5621            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5621  -------------------------------------------------------------------
 DH5621  NETWORK    0.22   0.31           0.10   0.08   0.16      0.09573981
 DH5621  -------------------------------------------------------------------
 DH5621  Click here for local accuracies and other accuracy information.
 DH5621
 DH5621.The horizontal coordinates were established by GPS observations
 DH5621.and adjusted by the National Geodetic Survey in June 2012.
 DH5621
 DH5621.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5621.been affixed to the stable North American tectonic plate. See 
 DH5621.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5621
 DH5621.The horizontal coordinates are valid at the epoch date displayed above
 DH5621.which is a decimal equivalence of Year/Month/Day.
 DH5621
 DH5621.The orthometric height was determined by GPS observations and a
 DH5621.high-resolution geoid model using precise GPS observation and
 DH5621.processing techniques.
 DH5621
 DH5621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5621.GEOID18 height accuracy estimate available here.
 DH5621
 DH5621.Click photographs - Photos may exist for this station.
 DH5621
 DH5621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5621
 DH5621.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5621
 DH5621.The ellipsoidal height was determined by GPS observations
 DH5621.and is referenced to NAD 83.
 DH5621
 DH5621. The following values were computed from the NAD 83(2011) position.
 DH5621
 DH5621;                    North         East     Units Scale Factor Converg.
 DH5621;SPC WI S     -   204,644.149   681,690.333   MT  0.99996152   +0 41 52.7
 DH5621;SPC WI S     -   671,403.35  2,236,512.37   sFT  0.99996152   +0 41 52.7
 DH5621;UTM  16      - 4,855,752.531   340,484.177   MT  0.99991297   -1 22 28.5
 DH5621
 DH5621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5621!SPC WI S     -   0.99996369  x   0.99996152  =   0.99992521
 DH5621!UTM  16      -   0.99996369  x   0.99991297  =   0.99987667
 DH5621
 DH5621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4048455752(NAD 83)
 DH5621
 DH5621                          SUPERSEDED SURVEY CONTROL
 DH5621
 DH5621  NAD 83(2007)-  43 50 15.46984(N)    088 59 03.11247(W) AD(2002.00) 0
 DH5621  ELLIP H (02/10/07)  231.583  (m)                       GP(2002.00)    
 DH5621  NAD 83(1997)-  43 50 15.46990(N)    088 59 03.11272(W) AD(       ) 1
 DH5621  ELLIP H (08/01/05)  231.591  (m)                       GP(       ) 2 1
 DH5621  NAVD 88 (07/26/07)  267.61   (m)  GEOID03  model used  GPS OBS        
 DH5621
 DH5621.Superseded values are not recommended for survey control.
 DH5621
 DH5621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5621.See file dsdata.pdf to determine how the superseded data were derived.
 DH5621
 DH5621_MARKER: DD = SURVEY DISK
 DH5621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5621_STAMPING: BROOKLYN S STH 23 GPS 1994
 DH5621_MARK LOGO: WIDT
 DH5621_PROJECTION: FLUSH
 DH5621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5621+STABILITY: SURFACE MOTION
 DH5621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5621+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2025
 DH5621
 DH5621  HISTORY     - Date     Condition        Report By
 DH5621  HISTORY     - 1994     MONUMENTED       WI-047
 DH5621  HISTORY     - 20030819 GOOD             WIDT
 DH5621  HISTORY     - 20071120 GOOD             WIDT
 DH5621  HISTORY     - 20250520 GOOD             WI-047
 DH5621
 DH5621                          STATION DESCRIPTION
 DH5621
 DH5621'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5621'OWNERSHIP--TOWN OF BROOKLYN.  TO REACH THE STATION FROM THE JUNCTION
 DH5621'OF STATE  HIGHWAY 23 WITH STATE HIGHWAY 49 AND COUNTY HIGHWAY A ABOUT
 DH5621'1 MI NORTHEAST OF THE  CITY OF GREEN LAKE, GO WEST THEN SOUTHWEST ON
 DH5621'STATE HIGHWAY 23 FOR 2.7 MI TO STATE  HIGHWAY BUSINESS 23 (RAUSON
 DH5621'DRIVE) AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH5621'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARKER DISK
 DH5621'SET IN THE TOP  OF A 40-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH
 DH5621'THE ROAD PAVEMENT.  THE STATION      IS 23.4 M EAST OF THE CENTERLINE
 DH5621'OF STATE HIGHWAY BUSINESS 23 (RAUSON DRIVE), 51M SOUTH  OF  THE
 DH5621'CENTERLINE OF STATE HIGHWAY 23, 40.1 M SOUTHEAST OF A WOOD POST FOR A
 DH5621'--STOP-- SIGN,   32.9 M NORTH OF A RIGHT-OF-WAY POST AND 1.0 M SOUTH,
 DH5621'NORTHEAST, NORTHWEST OF THREE  ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5621'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5621'THAN 12 DEGREES ABOVE THE HORIZON.
 DH5621
 DH5621                          STATION RECOVERY (2007)
 DH5621
 DH5621'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5621'RECOVERED IN GOOD CONDITION.
 DH5621
 DH5621                          STATION RECOVERY (2025)
 DH5621
 DH5621'RECOVERY NOTE BY GREEN LAKE COUNTY WISCONSIN 2025 (RS)
 DH5621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5308 ***********************************************************************
 DK5308  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5308  DESIGNATION -  BROOKSIDE GPS
 DK5308  PID         -  DK5308
 DK5308  STATE/COUNTY-  WI/JACKSON
 DK5308  COUNTRY     -  US
 DK5308  USGS QUAD   -  BLAIR (2018)
 DK5308
 DK5308                         *CURRENT SURVEY CONTROL
 DK5308  ______________________________________________________________________
 DK5308* NAD 83(2011) POSITION- 44 15 55.77064(N) 091 08 40.95069(W)   ADJUSTED
 DK5308* NAD 83(2011) ELLIP HT-   251.444 (meters)        (06/27/12)   ADJUSTED
 DK5308* NAD 83(2011) EPOCH   -  2010.00
 DK5308* NAVD 88 ORTHO HEIGHT -   283.40  (meters)      929.8   (feet) GPS OBS
 DK5308  ______________________________________________________________________
 DK5308  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5308  GEOID HEIGHT    -        -31.957 (meters)                     GEOID12A
 DK5308  GEOID HEIGHT    -        -31.951 (meters)                     GEOID18
 DK5308  NAD 83(2011) X  -    -91,399.831 (meters)                     COMP
 DK5308  NAD 83(2011) Y  - -4,574,201.781 (meters)                     COMP
 DK5308  NAD 83(2011) Z  -  4,429,440.145 (meters)                     COMP
 DK5308  LAPLACE CORR    -         -9.33  (seconds)                    DEFLEC18
 DK5308
 DK5308  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5308  Standards:
 DK5308         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5308            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5308  -------------------------------------------------------------------
 DK5308  NETWORK    0.36   0.33           0.16   0.13   0.17      0.10186828
 DK5308  -------------------------------------------------------------------
 DK5308  Click here for local accuracies and other accuracy information.
 DK5308
 DK5308.The horizontal coordinates were established by GPS observations
 DK5308.and adjusted by the National Geodetic Survey in June 2012.
 DK5308
 DK5308.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5308.been affixed to the stable North American tectonic plate. See 
 DK5308.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5308
 DK5308.The horizontal coordinates are valid at the epoch date displayed above
 DK5308.which is a decimal equivalence of Year/Month/Day.
 DK5308
 DK5308.The orthometric height was determined by GPS observations and a
 DK5308.high-resolution geoid model using precise GPS observation and
 DK5308.processing techniques.
 DK5308
 DK5308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5308.GEOID18 height accuracy estimate available here.
 DK5308
 DK5308.Click photographs - Photos may exist for this station.
 DK5308
 DK5308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5308
 DK5308.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5308
 DK5308.The ellipsoidal height was determined by GPS observations
 DK5308.and is referenced to NAD 83.
 DK5308
 DK5308. The following values were computed from the NAD 83(2011) position.
 DK5308
 DK5308;                    North         East     Units Scale Factor Converg.
 DK5308;SPC WI C     -    48,664.962   508,600.977   MT  0.99999711   -0 48 27.6
 DK5308;SPC WI C     -   159,661.63  1,668,635.04   sFT  0.99999711   -0 48 27.6
 DK5308;UTM  15      - 4,903,034.852   648,082.160   MT  0.99986969   +1 17 42.7
 DK5308
 DK5308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5308!SPC WI C     -   0.99996058  x   0.99999711  =   0.99995769
 DK5308!UTM  15      -   0.99996058  x   0.99986969  =   0.99983027
 DK5308
 DK5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4808203034(NAD 83)
 DK5308
 DK5308                          SUPERSEDED SURVEY CONTROL
 DK5308
 DK5308  NAD 83(2007)-  44 15 55.77074(N)    091 08 40.95155(W) AD(2002.00) 1
 DK5308  ELLIP H (07/29/08)  251.477  (m)                       GP(2002.00) 3 1
 DK5308  NAVD 88 (07/29/08)  283.39   (m)  GEOID03  model used  GPS OBS        
 DK5308
 DK5308.Superseded values are not recommended for survey control.
 DK5308
 DK5308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5308.See file dsdata.pdf to determine how the superseded data were derived.
 DK5308
 DK5308_MARKER: DD = SURVEY DISK
 DK5308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5308_STAMPING: BROOKSIDE GPS APR. 1996 JTE
 DK5308_MARK LOGO: WI-053
 DK5308_PROJECTION: FLUSH
 DK5308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5308+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 DK5308
 DK5308  HISTORY     - Date     Condition        Report By
 DK5308  HISTORY     - 1996     MONUMENTED       WI-053
 DK5308  HISTORY     - 20061024 GOOD             WIDT
 DK5308  HISTORY     - 20110914 GOOD             WIDT
 DK5308
 DK5308                          STATION DESCRIPTION
 DK5308
 DK5308'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5308'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N (BRIDGE
 DK5308'STREET) WITH COUNTY HIGHWAY P TO THE EAST (SECOND STREET) IN THE
 DK5308'VILLAGE OF TAYLOR, GO SOUTH ON COUNTY HIGHWAY N (BRIDGE STREET) FOR
 DK5308'3.25 MI (5.2 KM) TO KENNEDY ROAD ON THE RIGHT, TURN RIGHT AND GO
 DK5308'SOUTHWEST ON KENNEDY ROAD FOR 1.3 MI (2.1 KM) TO NORTH TRUMP COULEE
 DK5308'ROAD, TURN LEFT AND GO SOUTH ON NORTH TRUMP COULEE ROAD FOR 0.05 MI
 DK5308'(0.1 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE JACKSON
 DK5308'COUNTY SURVEY MONUMENT DISK SET IN THE TOP OF A 30-CM (12 INCH)
 DK5308'DIAMETER CONCRETE POST, LOCATED ON PROPERTY OWNED AND MANAGED BY THE
 DK5308'WISCONSIN DEPARTMENT OF NATURAL RESOURCES.  THE STATION IS 40.1 M
 DK5308'(131.6 FT) EAST OF THE CENTERLINE OF NORTH TRUMP COULEE ROAD, 41.0 M
 DK5308'(134.5 FT) SOUTHEAST OF A POWER POLE --13326--, 28 M (91.9 FT) NORTH
 DK5308'OF THE EXTENDED CENTER OF THE BROOKSIDE CEMETARY, 26.1 M (85.6 FT)
 DK5308'EAST OF A BARBED WIRE FENCE, 1.0 M (3.3 FT) WEST OF A GRAY PLASTIC
 DK5308'WITNESS POST, AND 1.0 M (3.3 FT) NORTHEAST AND SOUTHEAST OF AN ORANGE
 DK5308'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5308'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DK5308
 DK5308                          STATION RECOVERY (2011)
 DK5308
 DK5308'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7543 ***********************************************************************
 DE7543  DESIGNATION -  BROTHERTOWN GPS
 DE7543  PID         -  DE7543
 DE7543  STATE/COUNTY-  WI/CALUMET
 DE7543  COUNTRY     -  US
 DE7543  USGS QUAD   -  BROTHERTOWN (2018)
 DE7543
 DE7543                         *CURRENT SURVEY CONTROL
 DE7543  ______________________________________________________________________
 DE7543* NAD 83(2011) POSITION- 43 56 46.40655(N) 088 18 40.60177(W)   ADJUSTED
 DE7543* NAD 83(2011) ELLIP HT-   201.292 (meters)        (06/27/12)   ADJUSTED
 DE7543* NAD 83(2011) EPOCH   -  2010.00
 DE7543* NAVD 88 ORTHO HEIGHT -   237.343 (meters)      778.68  (feet) ADJUSTED
 DE7543  ______________________________________________________________________
 DE7543  GEOID HEIGHT    -        -36.055 (meters)                     GEOID18
 DE7543  NAD 83(2011) X  -    135,552.862 (meters)                     COMP
 DE7543  NAD 83(2011) Y  - -4,597,772.176 (meters)                     COMP
 DE7543  NAD 83(2011) Z  -  4,403,931.203 (meters)                     COMP
 DE7543  LAPLACE CORR    -          2.74  (seconds)                    DEFLEC18
 DE7543  DYNAMIC HEIGHT  -        237.297 (meters)      778.53  (feet) COMP
 DE7543  MODELED GRAVITY -    980,417.5   (mgal)                       NAVD 88
 DE7543
 DE7543  VERT ORDER      -  SECOND    CLASS I
 DE7543
 DE7543  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7543  Standards:
 DE7543         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7543            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7543  -------------------------------------------------------------------
 DE7543  NETWORK    0.35   0.39           0.16   0.12   0.20     -0.03564607
 DE7543  -------------------------------------------------------------------
 DE7543  Click here for local accuracies and other accuracy information.
 DE7543
 DE7543.The horizontal coordinates were established by GPS observations
 DE7543.and adjusted by the National Geodetic Survey in June 2012.
 DE7543
 DE7543.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7543.been affixed to the stable North American tectonic plate. See 
 DE7543.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7543
 DE7543.The horizontal coordinates are valid at the epoch date displayed above
 DE7543.which is a decimal equivalence of Year/Month/Day.
 DE7543
 DE7543.The orthometric height was determined by differential leveling and
 DE7543.adjusted by the WI DEPT OF TRANSP
 DE7543.in May 2012.
 DE7543
 DE7543.No vertical observational check was made to the station.
 DE7543
 DE7543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7543.GEOID18 height accuracy estimate available here.
 DE7543
 DE7543.Click photographs - Photos may exist for this station.
 DE7543
 DE7543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7543
 DE7543.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7543
 DE7543.The ellipsoidal height was determined by GPS observations
 DE7543.and is referenced to NAD 83.
 DE7543
 DE7543.The dynamic height is computed by dividing the NAVD 88
 DE7543.geopotential number by the normal gravity value computed on the
 DE7543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7543.degrees latitude (g = 980.6199 gals.).
 DE7543
 DE7543.The modeled gravity was interpolated from observed gravity values.
 DE7543
 DE7543. The following values were computed from the NAD 83(2011) position.
 DE7543
 DE7543;                    North         East     Units Scale Factor Converg.
 DE7543;SPC WI S     -   217,584.705   735,555.937   MT  0.99997776   +1 09 37.2
 DE7543;SPC WI S     -   713,859.15  2,413,236.44   sFT  0.99997776   +1 09 37.2
 DE7543;UTM  16      - 4,866,735.795   394,774.168   MT  0.99973618   -0 54 36.3
 DE7543
 DE7543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7543!SPC WI S     -   0.99996844  x   0.99997776  =   0.99994620
 DE7543!UTM  16      -   0.99996844  x   0.99973618  =   0.99970463
 DE7543
 DE7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9477466735(NAD 83)
 DE7543
 DE7543                          SUPERSEDED SURVEY CONTROL
 DE7543
 DE7543  NAD 83(2007)-  43 56 46.40662(N)    088 18 40.60259(W) AD(2002.00) 0
 DE7543  ELLIP H (02/10/07)  201.331  (m)                       GP(2002.00)    
 DE7543  NAD 83(1997)-  43 56 46.40661(N)    088 18 40.60271(W) AD(       ) 1
 DE7543  ELLIP H (06/11/03)  201.326  (m)                       GP(       ) 3 1
 DE7543  NAVD 88             237.31   (m)          778.6    (f) LEVELING    3  
 DE7543  NAVD 88 (04/20/07)  237.308  (m)          778.57   (f) SUPERSEDED  2 1
 DE7543  NAVD 88             237.32   (m)          778.6    (f) LEVELING    3  
 DE7543  NAVD 88 (05/16/03)  237.320  (m)          778.61   (f) SUPERSEDED  2 1
 DE7543
 DE7543.Superseded values are not recommended for survey control.
 DE7543
 DE7543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7543.See file dsdata.pdf to determine how the superseded data were derived.
 DE7543
 DE7543_MARKER: DD = SURVEY DISK
 DE7543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7543_STAMPING: BROTHERTOWN GPS 1993
 DE7543_MARK LOGO: WI-039
 DE7543_PROJECTION: FLUSH
 DE7543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7543+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7543
 DE7543  HISTORY     - Date     Condition        Report By
 DE7543  HISTORY     - 1993     MONUMENTED       WI-039
 DE7543  HISTORY     - 20000824 GOOD             WIDT
 DE7543  HISTORY     - 20030630 GOOD             USPSQD
 DE7543  HISTORY     - 20050818 GOOD             WIDT
 DE7543  HISTORY     - 20061001 GOOD             USPSQD
 DE7543
 DE7543                          STATION DESCRIPTION
 DE7543
 DE7543'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7543'THE STATION IS LOCATED ABOUT 19 KM NORTHEAST OF FOND DU LAC AND 18 KM
 DE7543'WEST OF NEW HOLSTEIN.  OWNERSHIP--TOWN OF BROTHERTOWN. TO REACH THE
 DE7543'STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 55
 DE7543'ABOUT 27 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO SOUTH ON US
 DE7543'HIGHWAY 151 FOR 5.1 KM TO INDIAN ROAD, TURN RIGHT AND GO WEST ON
 DE7543'INDIAN ROAD FOR 0.6 KM TO LAKESHORE ROAD, TURN LEFT AND GO SOUTH ON
 DE7543'LAKESHORE ROAD FOR 0.7 KM TO GLADWATER BEACH ROAD, CONTINUE SOUTH ON
 DE7543'LAKESHORE ROAD FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS
 DE7543'A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL STATION DISK SET IN THE
 DE7543'TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND
 DE7543'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.2 M EAST OF THE
 DE7543'CENTERLINE OF LAKESHORE ROAD, 125 M NORTH OF A FIELD ENTRANCE, 35.3 M
 DE7543'NORTHEAST OF POWER POLE --9999 4A10--, 4 M WEST OF A CULTIVATED
 DE7543'FIELD, AND 0.6 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7543'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7543'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7543
 DE7543                          STATION RECOVERY (2003)
 DE7543
 DE7543'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7543'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M NORTH,
 DE7543'1 M SOUTH, 1 M WEST OF THREE ORANGE PLASTIC GUARD POSTS.  THERE IS NO
 DE7543'WHITE PLASTIC WITNESS POST PRESENT.
 DE7543
 DE7543                          STATION RECOVERY (2005)
 DE7543
 DE7543'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7543'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3.0 M NORTH OF THE
 DE7543'CENTERLINE OF A FIELD ENTRANCE.
 DE7543
 DE7543                          STATION RECOVERY (2006)
 DE7543
 DE7543'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6104 ***********************************************************************
 DF6104  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6104  DESIGNATION -  BROTHERTOWN S GPS
 DF6104  PID         -  DF6104
 DF6104  STATE/COUNTY-  WI/CALUMET
 DF6104  COUNTRY     -  US
 DF6104  USGS QUAD   -  MARYTOWN (2018)
 DF6104
 DF6104                         *CURRENT SURVEY CONTROL
 DF6104  ______________________________________________________________________
 DF6104* NAD 83(2011) POSITION- 43 57 00.13691(N) 088 12 04.18925(W)   ADJUSTED
 DF6104* NAD 83(2011) ELLIP HT-   268.520 (meters)        (06/27/12)   ADJUSTED
 DF6104* NAD 83(2011) EPOCH   -  2010.00
 DF6104* NAVD 88 ORTHO HEIGHT -   304.49  (meters)      999.0   (feet) GPS OBS
 DF6104  ______________________________________________________________________
 DF6104  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6104  GEOID HEIGHT    -        -35.970 (meters)                     GEOID12A
 DF6104  GEOID HEIGHT    -        -35.971 (meters)                     GEOID18
 DF6104  NAD 83(2011) X  -    144,381.177 (meters)                     COMP
 DF6104  NAD 83(2011) Y  - -4,597,257.580 (meters)                     COMP
 DF6104  NAD 83(2011) Z  -  4,404,282.977 (meters)                     COMP
 DF6104  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 DF6104
 DF6104  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6104  Standards:
 DF6104         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6104            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6104  -------------------------------------------------------------------
 DF6104  NETWORK    0.35   0.35           0.16   0.12   0.18     -0.03374061
 DF6104  -------------------------------------------------------------------
 DF6104  Click here for local accuracies and other accuracy information.
 DF6104
 DF6104.The horizontal coordinates were established by GPS observations
 DF6104.and adjusted by the National Geodetic Survey in June 2012.
 DF6104
 DF6104.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6104.been affixed to the stable North American tectonic plate. See 
 DF6104.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6104
 DF6104.The horizontal coordinates are valid at the epoch date displayed above
 DF6104.which is a decimal equivalence of Year/Month/Day.
 DF6104
 DF6104.The orthometric height was determined by GPS observations and a
 DF6104.high-resolution geoid model using precise GPS observation and
 DF6104.processing techniques.
 DF6104
 DF6104.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6104.GEOID18 height accuracy estimate available here.
 DF6104
 DF6104.Click photographs - Photos may exist for this station.
 DF6104
 DF6104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6104
 DF6104.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6104
 DF6104.The ellipsoidal height was determined by GPS observations
 DF6104.and is referenced to NAD 83.
 DF6104
 DF6104. The following values were computed from the NAD 83(2011) position.
 DF6104
 DF6104;                    North         East     Units Scale Factor Converg.
 DF6104;SPC WI S     -   218,193.213   744,384.511   MT  0.99997840   +1 14 09.6
 DF6104;SPC WI S     -   715,855.57  2,442,201.52   sFT  0.99997840   +1 14 09.6
 DF6104;UTM  16      - 4,867,024.933   403,616.724   MT  0.99971426   -0 50 01.4
 DF6104
 DF6104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6104!SPC WI S     -   0.99995790  x   0.99997840  =   0.99993630
 DF6104!UTM  16      -   0.99995790  x   0.99971426  =   0.99967217
 DF6104
 DF6104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0361667024(NAD 83)
 DF6104
 DF6104                          SUPERSEDED SURVEY CONTROL
 DF6104
 DF6104  NAD 83(2007)-  43 57 00.13696(N)    088 12 04.19007(W) AD(2002.00) 0
 DF6104  ELLIP H (02/10/07)  268.560  (m)                       GP(2002.00)    
 DF6104  NAD 83(1997)-  43 57 00.13699(N)    088 12 04.19016(W) AD(       ) 1
 DF6104  ELLIP H (06/11/03)  268.552  (m)                       GP(       ) 3 1
 DF6104  NAVD 88 (07/26/07)  304.45   (m)  GEOID03  model used  GPS OBS        
 DF6104  NAVD 88 (06/11/03)  304.47   (m)  GEOID99  model used  GPS OBS        
 DF6104
 DF6104.Superseded values are not recommended for survey control.
 DF6104
 DF6104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6104.See file dsdata.pdf to determine how the superseded data were derived.
 DF6104
 DF6104_MARKER: DD = SURVEY DISK
 DF6104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6104_STAMPING: BROTHERTOWN S GPS 1993
 DF6104_MARK LOGO: WI-039
 DF6104_PROJECTION: FLUSH
 DF6104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6104+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 DF6104
 DF6104  HISTORY     - Date     Condition        Report By
 DF6104  HISTORY     - 1993     MONUMENTED       WI-039
 DF6104  HISTORY     - 2002     GOOD             WIDT
 DF6104  HISTORY     - 20030630 GOOD             USPSQD
 DF6104  HISTORY     - 20050817 GOOD             WIDT
 DF6104
 DF6104                          STATION DESCRIPTION
 DF6104
 DF6104'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6104'THE STATION IS LOCATED ABOUT 28 KM (17.4 MI) NORTHEAST OF FOND DU LAC
 DF6104'AND 14 KM (8.7 MI) WEST-NORTHWEST OF KIEL.  OWNERSHIP--CALUMET COUNTY.
 DF6104'
 DF6104'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH WI 55
 DF6104'ABOUT 13 KM (8.1 MI) SOUTHWEST OF THE CITY OF CHILTON, GO SOUTH ON US
 DF6104'HIGHWAY 151 FOR 7.1 KM (4.4 MI) TO COUNTY HIGHWAY HHH ON THE LEFT.
 DF6104'TURN LEFT AND GO EAST ON COUNTY HIGHWAY HHH FOR 8.0 KM (5.0 MI) TO
 DF6104'COUNTY HIGHWAY G.  TURN LEFT AND GO NORTH ON COUNTY HIGHWAY G FOR 1.6
 DF6104'KM (1.0 MI) TO THE STATION ON THE RIGHT.
 DF6104'
 DF6104'THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER
 DF6104'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DF6104'OF 1.8 M (5.9 FT) AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF6104'STATION IS 10.4 M (34.1 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DF6104'G, 0.2 KM (0.1 MI) SOUTH OF COUNTY HIGHWAY H, 50.7 M (166.3 FT)
 DF6104'SOUTH-SOUTHEAST OF A WOODEN POST FOR A 'JCT COUNTY H' SIGN, 23.2 M
 DF6104'(76.1 FT) NORTH-NORTHEAST OF A WOODEN POST FOR A 'STOP AHEAD' SIGN,
 DF6104'2 M (6.6 FT) WEST OF A CULTIVATED FIELD, 0.3 M (1.0 FT) EAST OF A
 DF6104'WHITE PLASTIC WITNESS POST, 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT) SOUTH
 DF6104'AND 1.0 M (3.3 FT) NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6104'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6104'THAN 15 DEGREES ABOVE THE HORIZON.
 DF6104
 DF6104                          STATION RECOVERY (2003)
 DF6104
 DF6104'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6104'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE
 DF6104'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6104
 DF6104                          STATION RECOVERY (2005)
 DF6104
 DF6104'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6104'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 DF6104'POST PRESENT.  ADD-- THE STATION IS 3.5 M NORTH OF THE CENTERLINE OF A
 DF6104'FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0077 ***********************************************************************
 PN0077  TIDAL BM    -  This is a Tidal Bench Mark.
 PN0077  DESIGNATION -  BROWN
 PN0077  PID         -  PN0077
 PN0077  STATE/COUNTY-  WI/BROWN
 PN0077  COUNTRY     -  US
 PN0077  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0077
 PN0077                         *CURRENT SURVEY CONTROL
 PN0077  ______________________________________________________________________
 PN0077* NAD 83(1991) POSITION- 44 30 45.26143(N) 088 00 50.66490(W)   ADJUSTED
 PN0077* NAVD 88 ORTHO HEIGHT -   179.710 (meters)      589.60  (feet) ADJUSTED
 PN0077  ______________________________________________________________________
 PN0077  GEOID HEIGHT    -        -36.240 (meters)                     GEOID18
 PN0077  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 PN0077  DYNAMIC HEIGHT  -        179.688 (meters)      589.53  (feet) COMP
 PN0077  MODELED GRAVITY -    980,488.5   (mgal)                       NAVD 88
 PN0077
 PN0077  HORZ ORDER      -  THIRD
 PN0077  VERT ORDER      -  SECOND    CLASS I
 PN0077
 PN0077.The horizontal coordinates were established by classical geodetic methods
 PN0077.and adjusted by the National Geodetic Survey in November 1991.
 PN0077
 PN0077.The orthometric height was determined by differential leveling and
 PN0077.adjusted by the NATIONAL GEODETIC SURVEY
 PN0077.in February 2017.
 PN0077
 PN0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0077.GEOID18 height accuracy estimate available here.
 PN0077
 PN0077.This Tidal Bench Mark is designated as VM 21202
 PN0077.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PN0077
 PN0077.Click photographs - Photos may exist for this station.
 PN0077
 PN0077.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0077
 PN0077.The dynamic height is computed by dividing the NAVD 88
 PN0077.geopotential number by the normal gravity value computed on the
 PN0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0077.degrees latitude (g = 980.6199 gals.).
 PN0077
 PN0077.The modeled gravity was interpolated from observed gravity values.
 PN0077
 PN0077. The following values were computed from the NAD 83(1991) position.
 PN0077
 PN0077;                    North         East     Units Scale Factor Converg.
 PN0077;SPC WI C     -    77,406.394   757,883.972   MT  0.99996073   +1 24 04.4
 PN0077;SPC WI C     -   253,957.48  2,486,491.00   sFT  0.99996073   +1 24 04.4
 PN0077;UTM  16      - 4,929,305.786   419,400.679   MT  0.99967989   -0 42 39.5
 PN0077
 PN0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0077!SPC WI C     -   0.99997751  x   0.99996073  =   0.99993824
 PN0077!UTM  16      -   0.99997751  x   0.99967989  =   0.99965740
 PN0077
 PN0077:                Primary Azimuth Mark                     Grid Az
 PN0077:SPC WI C     -  BRUCE RESET                              078 11 34.8
 PN0077:UTM  16      -  BRUCE RESET                              080 18 18.7
 PN0077
 PN0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1940029305(NAD 83)
 PN0077
 PN0077|---------------------------------------------------------------------|
 PN0077| PID    Reference Object                     Distance      Geod. Az  |
 PN0077|                                                           dddmmss.s |
 PN0077| PM0538 BRUCE RESET                         APPROX. 9.3 KM 0793539.2 |
 PN0077| PM0540 PREBLE MUNICIPAL TANK               APPROX. 3.0 KM 0863835.0 |
 PN0077| PN0860 GREEN BAY ST FRAN XAV N DOME        251.586 METERS 12117     |
 PN0077| PN0862 GREEN BAY ST FRAN XAV S DOME        253.108 METERS 12436     |
 PN0077| PM0503 GREEN BAY RADIO STA WDUZ MAST       APPROX. 3.0 KM 1343829.3 |
 PN0077| PM0502 GREEN BAY RADIO WJPG TALL MAST      APPROX. 4.0 KM 1632633.2 |
 PN0077| PN0076 BROWN RM 1                           26.747 METERS 18608     |
 PN0077| PN0869 GREEN BAY S MUNICIPAL TANK          APPROX. 0.7 KM 2124834.7 |
 PN0077| PN0895 ASHWAUBENON MUNICIPAL TANK          APPROX. 3.5 KM 2212352.9 |
 PN0077| PN0900 ASHWAUBENON RED OWL STORES TK       APPROX. 4.5 KM 2230323.5 |
 PN0077| CJ4331 BROWN AZ MK                                        2311531.2 |
 PN0077| PN0075 BROWN RM 2                           24.546 METERS 28050     |
 PN0077| PN0867 GREEN BAY CO COURTHOUSE DOME         35.782 METERS 34007     |
 PN0077|---------------------------------------------------------------------|
 PN0077
 PN0077                          SUPERSEDED SURVEY CONTROL
 PN0077
 PN0077  NAD 83(1986)-  44 30 45.25313(N)    088 00 50.65169(W) AD(       ) 3
 PN0077  NAD 27      -  44 30 45.27800(N)    088 00 50.28200(W) AD(       ) 3
 PN0077  NAVD 88 (05/08/12)  179.694  (m)          589.55   (f) SUPERSEDED  2 1
 PN0077  NAVD 88 (06/15/91)  179.706  (m)          589.59   (f) SUPERSEDED  1 0
 PN0077
 PN0077.Superseded values are not recommended for survey control.
 PN0077
 PN0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0077.See file dsdata.pdf to determine how the superseded data were derived.
 PN0077
 PN0077_MARKER: DS = TRIANGULATION STATION DISK
 PN0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0077_STAMPING: BROWN 1953
 PN0077_MARK LOGO: CGS
 PN0077_PROJECTION: RECESSED 5 CENTIMETERS
 PN0077_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0077+STABILITY: SURFACE MOTION
 PN0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0077+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2018
 PN0077
 PN0077  HISTORY     - Date     Condition        Report By
 PN0077  HISTORY     - 1953     MONUMENTED       CGS
 PN0077  HISTORY     - 1972     GOOD             NGS
 PN0077  HISTORY     - 1972     GOOD             NGS
 PN0077  HISTORY     - 1974     GOOD             NOS
 PN0077  HISTORY     - 1979     GOOD             NGS
 PN0077  HISTORY     - 1985     GOOD             NGS
 PN0077  HISTORY     - 19940504 GOOD             WI-009
 PN0077  HISTORY     - 20021031 GOOD             USPSQD
 PN0077  HISTORY     - 20040622 GOOD             USPSQD
 PN0077  HISTORY     - 20041020 POOR             USPSQD
 PN0077  HISTORY     - 20050803 GOOD             WIDT
 PN0077  HISTORY     - 20070405 GOOD             GEOCAC
 PN0077  HISTORY     - 20081120 GOOD             WIDT
 PN0077  HISTORY     - 20151008 GOOD             WIDT
 PN0077  HISTORY     - 20181007 GOOD             USPSQD
 PN0077
 PN0077                          STATION DESCRIPTION
 PN0077
 PN0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0077'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE BROWN COUNTY
 PN0077'COURTHOUSE LAWN IN GREEN BAY.  IT IS 63 FEET WEST OF THE CENTER
 PN0077'OF S. JEFFERSON STREET, 31 FEET EAST OF THE SOUTHEAST CORNER
 PN0077'OF THE COURTHOUSE AND 14 FEET NORTH OF A CONCRETE CURB AROUND THE
 PN0077'COURTHOUSE PARKING AREA.  THE MARK IS FLUSH AND THE DISK IS
 PN0077'STAMPED BROWN 1953.
 PN0077'
 PN0077'REFERENCE MARK NO. 1 IS 93 FEET NORTH OF THE CENTER OF DOTY
 PN0077'STREET, 32 FEET WEST OF THE CENTER OF S. JEFFERSON STREET AND 1 FOOT
 PN0077'EAST OF THE EAST EDGE OF A SIDEWALK.  THE MARK IS FLUSH AND THE
 PN0077'DISK IS STAMPED BROWN NO 1 1953.
 PN0077'
 PN0077'REFERENCE MARK NO. 2 IS 48 FEET SOUTHWEST OF THE SOUTHEAST
 PN0077'CORNER OF THE COURTHOUSE AND 23 FEET SOUTH OF THE SOUTH SIDE OF
 PN0077'THE COURTHOUSE.  THE DISK IS SET FLUSH IN A DRILL HOLE IN THE
 PN0077'CONCRETE CURB AROUND THE COURTHOUSE PARKING AREA AND IS STAMPED
 PN0077'BROWN NO 2 1953.
 PN0077'
 PN0077'AZIMUTH MARK IS 33 FEET WEST OF THE CENTER OF S. ADAMS STREET,
 PN0077'24 FEET NORTH OF A 36 INCH ELM TREE AND 1 FOOT EAST OF THE
 PN0077'EAST EDGE OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS
 PN0077'STAMPED BROWN 1953.
 PN0077'
 PN0077'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON S.
 PN0077'JEFFERSON STREET FOR 0.1 MILE TO STUART STREET, TURN RIGHT AND
 PN0077'GO WEST ON STUART STREET FOR 0.15 MILE TO S. ADAMS STREET, TURN
 PN0077'LEFT AND GO SOUTH ON S. ADAMS STREET FOR .05 MILE TO THE MARK
 PN0077'ON THE RIGHT AS DESCRIBED.
 PN0077'
 PN0077'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN0077
 PN0077                          STATION RECOVERY (1972)
 PN0077
 PN0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 PN0077'THE STATION, R.M. 1 AND 2 WERE ALL RECOVERED AND IN GOOD CONDITION.
 PN0077'
 PN0077'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED THIS DATE.
 PN0077'
 PN0077'THE DESCRIPTION OF THE STATION IN QUAD 440881, STATION 1025
 PN0077'DATED MAY 1964 IS ADEQUATE FOR RECOVERY.
 PN0077'
 PN0077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREEN BAY
 PN0077
 PN0077                          STATION RECOVERY (1972)
 PN0077
 PN0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PN0077'AT GREEN BAY.
 PN0077'AT GREEN BAY, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 PN0077'DOTY AND JEFFERSON STREET, IN THE LAWN OF THE COUNTY COURTHOUSE,
 PN0077'38.3 FEET EAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE, 38 FEET
 PN0077'WEST OF THE WEST CURB OF JEFFERSON STREET, 13.6 FEET NORTH OF THE
 PN0077'NORTH CURB OF THE COURTHOUSE PARKING LOT, 17.3 FEET SOUTH OF THE
 PN0077'SOUTHWEST CORNER OF A MONUMENT, 1 FOOT ABOVE THE LEVEL OF THE
 PN0077'PARKING LOT AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW
 PN0077'THE LEVEL OF THE GROUND.
 PN0077
 PN0077                          STATION RECOVERY (1974)
 PN0077
 PN0077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0077'RECOVERED IN GOOD CONDITION.
 PN0077
 PN0077                          STATION RECOVERY (1979)
 PN0077
 PN0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 PN0077'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PN0077'CONDITION AS DESCRIBED.  AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS
 PN0077'TIME.
 PN0077
 PN0077                          STATION RECOVERY (1985)
 PN0077
 PN0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0077'RECOVERED IN GOOD CONDITION.
 PN0077
 PN0077                          STATION RECOVERY (1994)
 PN0077
 PN0077'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0077'RECOVERED AS DESCRIBED.
 PN0077
 PN0077                          STATION RECOVERY (2002)
 PN0077
 PN0077'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0077'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED.  REFERENCE MARK NO. 2
 PN0077'NOT FOUND BECAUSE THE COURTHOUSE PARKING LOT WAS REPLACED BY AN OFFICE
 PN0077'STRUCTURE IN 1992.
 PN0077
 PN0077                          STATION RECOVERY (2004)
 PN0077
 PN0077'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0077'BROWN 1953 NOT FOUND
 PN0077'BROWN NO 1 FOUND AND REPORTED AS PN0076
 PN0077'BROWN NO 2 1953 NOT FOUND
 PN0077'AZIMUTH MARK BROWN 1953 FOUND IN SIDEWALK ACROSS FROM POLICE STATION
 PN0077'IN FRONT OF SENIOR CENTER.
 PN0077
 PN0077                          STATION RECOVERY (2004)
 PN0077
 PN0077'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJ)
 PN0077'DISK STAMPED 'BROWN 1953' FOUND 2 INCHES BELOW GRADE, REFERENCE MARK
 PN0077'NO. 2 IS GONE
 PN0077
 PN0077                          STATION RECOVERY (2005)
 PN0077
 PN0077'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0077'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0077
 PN0077                          STATION RECOVERY (2007)
 PN0077
 PN0077'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 PN0077'RECOVERED IN GOOD CONDITION.
 PN0077
 PN0077                          STATION RECOVERY (2008)
 PN0077
 PN0077'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PN0077'RECOVERED AS DESCRIBED.
 PN0077
 PN0077                          STATION RECOVERY (2015)
 PN0077
 PN0077'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 PN0077'RECOVERED AS DESCRIBED.
 PN0077
 PN0077                          STATION RECOVERY (2018)
 PN0077
 PN0077'RECOVERY NOTE BY US POWER SQUADRON 2018 (OJB)
 PN0077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1583 ***********************************************************************
 NH1583  HT_MOD      -  This is a Height Modernization Survey Station.
 NH1583  DESIGNATION -  BROWN
 NH1583  PID         -  NH1583
 NH1583  STATE/COUNTY-  WI/GREEN
 NH1583  COUNTRY     -  US
 NH1583  USGS QUAD   -  JUDA (2018)
 NH1583
 NH1583                         *CURRENT SURVEY CONTROL
 NH1583  ______________________________________________________________________
 NH1583* NAD 83(2011) POSITION- 42 35 28.70310(N) 089 36 42.21257(W)   ADJUSTED
 NH1583* NAD 83(2011) ELLIP HT-   301.784 (meters)        (11/06/24)   ADJUSTED
 NH1583* NAD 83(2011) EPOCH   -  2010.00
 NH1583* NAVD 88 ORTHO HEIGHT -   335.43  (meters)     1100.5   (feet) GPS OBS
 NH1583  ______________________________________________________________________
 NH1583  GEOID HEIGHT    -        -33.639 (meters)                     GEOID18
 NH1583  NAD 83(2011) X  -     31,870.548 (meters)                     COMP
 NH1583  NAD 83(2011) Y  - -4,702,912.396 (meters)                     COMP
 NH1583  NAD 83(2011) Z  -  4,294,391.466 (meters)                     COMP
 NH1583  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 NH1583
 NH1583  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NH1583  Standards:
 NH1583         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NH1583            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NH1583  -------------------------------------------------------------------
 NH1583  NETWORK    0.68   1.25           0.31   0.23   0.64     -0.03201375
 NH1583  -------------------------------------------------------------------
 NH1583  Click here for local accuracies and other accuracy information.
 NH1583
 NH1583.The horizontal coordinates were established by GPS observations
 NH1583.and adjusted by the WI DEPT OF TRANSP in November 2024.
 NH1583
 NH1583.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NH1583.been affixed to the stable North American tectonic plate. See 
 NH1583.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NH1583
 NH1583.The horizontal coordinates are valid at the epoch date displayed above
 NH1583.which is a decimal equivalence of Year/Month/Day.
 NH1583
 NH1583.The orthometric height was determined by GPS observations and a
 NH1583.high-resolution geoid model using precise GPS observation and
 NH1583.processing techniques.
 NH1583
 NH1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1583.GEOID18 height accuracy estimate available here.
 NH1583
 NH1583.Click photographs - Photos may exist for this station.
 NH1583
 NH1583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1583
 NH1583.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1583
 NH1583.The ellipsoidal height was determined by GPS observations
 NH1583.and is referenced to NAD 83.
 NH1583
 NH1583. The following values were computed from the NAD 83(2011) position.
 NH1583
 NH1583;                    North         East     Units Scale Factor Converg.
 NH1583;SPC WI S     -    65,763.907   631,870.180   MT  1.00003166   +0 16 00.4
 NH1583;SPC WI S     -   215,760.42  2,073,060.75   sFT  1.00003166   +0 16 00.4
 NH1583;UTM  16      - 4,718,738.210   285,710.738   MT  1.00016500   -1 46 05.5
 NH1583
 NH1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1583!SPC WI S     -   0.99995267  x   1.00003166  =   0.99998433
 NH1583!UTM  16      -   0.99995267  x   1.00016500  =   1.00011767
 NH1583
 NH1583:                Primary Azimuth Mark                     Grid Az
 NH1583:SPC WI S     -  BROWN AZ MK                              092 38 19.2
 NH1583:UTM  16      -  BROWN AZ MK                              094 40 25.1
 NH1583
 NH1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8571018738(NAD 83)
 NH1583
 NH1583|---------------------------------------------------------------------|
 NH1583| PID    Reference Object                     Distance      Geod. Az  |
 NH1583|                                                           dddmmss.s |
 NH1583| NH1582 MONROE RAD STA WEKZ MAST            APPROX. 1.6 KM 0755504.9 |
 NH1583| NH1377 BRODHEAD MUNICIPAL TANK             APPROX.19.3 KM 0803521.8 |
 NH1583| CI9098 BROWN AZ MK                                        0925419.6 |
 NH1583| CI9099 BROWN RM 1                           44.517 METERS 11329     |
 NH1583| CI9100 BROWN RM 2                           42.634 METERS 24817     |
 NH1583| NH1589 MONROE SENIOR HS PWR HSE STK        APPROX. 2.5 KM 2893612.6 |
 NH1583| NH1585 MONROE ST VICTORS CH TOWER          APPROX. 2.1 KM 2915612.8 |
 NH1583| NH1592 MONROE METH EPIS CH SPIRE           APPROX. 2.8 KM 2940131.4 |
 NH1583| NH1591 MONROE GREEN CO CTHSE TWR           APPROX. 2.5 KM 2963922.8 |
 NH1583| NH1593 MONROE CARL MARTY AND CO TANK       APPROX. 2.9 KM 3091823.6 |
 NH1583| NH1590 MONROE GREEN CO HOME TANK           APPROX. 5.1 KM 3133017.5 |
 NH1583| NH1586 MONROE MUNICIPAL TANK               APPROX. 2.4 KM 3192401.6 |
 NH1583| NH1584 MONROE RAD STA KSD 543 MAST         APPROX. 2.1 KM 3290951.3 |
 NH1583|---------------------------------------------------------------------|
 NH1583
 NH1583                          SUPERSEDED SURVEY CONTROL
 NH1583
 NH1583  NAD 83(1991)-  42 35 28.70004(N)    089 36 42.21454(W) AD(       ) 1
 NH1583  NAD 83(1986)-  42 35 28.69571(N)    089 36 42.21345(W) AD(       ) 1
 NH1583  NAD 27      -  42 35 28.66500(N)    089 36 41.78500(W) AD(       ) 1
 NH1583
 NH1583.Superseded values are not recommended for survey control.
 NH1583
 NH1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1583.See file dsdata.pdf to determine how the superseded data were derived.
 NH1583
 NH1583_MARKER: DS = TRIANGULATION STATION DISK
 NH1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1583_STAMPING: BROWN 1935
 NH1583_MARK LOGO: CGS
 NH1583_PROJECTION: FLUSH
 NH1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1583+STABILITY: SURFACE MOTION
 NH1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1583+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2024
 NH1583
 NH1583  HISTORY     - Date     Condition        Report By
 NH1583  HISTORY     - 1935     MONUMENTED       CGS
 NH1583  HISTORY     - 1957     GOOD             CGS
 NH1583  HISTORY     - 1974     GOOD             ALSTER
 NH1583  HISTORY     - 1979     GOOD             ALSTER
 NH1583  HISTORY     - 20010331 GOOD             NGS
 NH1583  HISTORY     - 20240805 GOOD             DJHENK
 NH1583
 NH1583                          STATION DESCRIPTION
 NH1583
 NH1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1583'THIS STATION IS NEAR THE CENTER OF SEC. 1 T 1 N R 7 E ABOUT
 NH1583'1 MILE AIR-LINE EAST OF MONROE, ON SUMMIT OF HILL IN NORTH
 NH1583'LINE OF RIGHT-OF-WAY OF A NARROW GRAVEL ROAD AND FENCE LINE,
 NH1583'ABOUT 500 FEET WEST NORTHWEST OF A LARGE MAPLE TREE IN
 NH1583'FENCE CORNER SOUTH OF ROAD.  188 FEET WEST NORTHWEST OF
 NH1583'A-FRAME TELEPHONE POLE.  128 FEET WEST OF T FENCE INTERSECTION,
 NH1583'THE NORTH-SOUTH FENCE DIVIDING ALFALFA FIELD, AND 28 FEET
 NH1583'NORTH OF CENTER-LINE OF ROAD.  THE MARK IS FLUSH.
 NH1583'
 NH1583'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1583'TABLETS SET IN CONCRETE.
 NH1583'
 NH1583'REFERENCE MARK NO. 1 IS EAST SOUTHEAST OF STATION IN SOUTH
 NH1583'LINE OF RIGHT-OF-WAY AND EAST-WEST FENCE LINE.  58 FEET SOUTH
 NH1583'OF T FENCE INTERSECTION.  44 FEET WEST OF A-FRAME TELEPHONE
 NH1583'POLE.  28 FEET SOUTH OF CENTER-LINE OF ROAD.  THE MARK PROJECTS
 NH1583'3 INCHES.
 NH1583'
 NH1583'REFERENCE MARK NO. 2 IS WEST SOUTHWEST OF STATION IN SOUTH
 NH1583'LINE OF RIGHT-OF-WAY AND EAST-WEST FENCE LINE, 28 FEET SOUTH OF
 NH1583'CENTER-LINE OF ROAD.  THE MARK PROJECTS 3 INCHES.  THE DISTANCE
 NH1583'BETWEEN THE REFERENCE MARKS IS 263.95 FEET.
 NH1583'
 NH1583'THE AZIMUTH MARK IS EAST OF THE STATION, IN SOUTH LINE OF
 NH1583'RIGHT-OF-WAY OF GRAVEL ROAD AND FENCE LINE.  ABOUT 100 FEET
 NH1583'WEST OF SUMMIT OF RISE.  40 FEET SOUTH SOUTHWEST OF WILD
 NH1583'CHERRY TREE.  20 FEET SOUTH OF CENTER-LINE OF ROAD.  THE
 NH1583'MARK PROJECTS 2 INCHES.
 NH1583'
 NH1583'LIGHTS 100 FEET ABOVE STATIONS CONWAY AND SENN COME INTO
 NH1583'VIEW 37 FEET ABOVE THIS STATION.
 NH1583'
 NH1583'LIGHTS 100 FEET ABOVE STATION BLUM COME INTO VIEW 25 FEET
 NH1583'ABOVE THIS STATION.
 NH1583'
 NH1583'LIGHTS 100 FEET ABOVE STATION HOWE COME INTO VIEW 13 FEET
 NH1583'ABOVE THIS STATION.
 NH1583'
 NH1583'LIGHTS 87 FEET ABOVE STATION MONROE AND 100 FEET ABOVE STATION
 NH1583'VOGHT ARE VISIBLE FROM THE GROUND AT THIS STATION.
 NH1583'
 NH1583'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 NH1583'IN MONROE, GO EAST ON 10TH ST. TO 23RD AVE., THENCE SOUTH ON
 NH1583'23RD AVE. 0.5 MILE TO ROAD FORKS.  TAKE LEFT PAVED ROAD
 NH1583'AROUND CEMETERY 0.5 MILE TO ROAD FORK.  TURN LEFT AND GO 0.4
 NH1583'MILE TO STATION ON LEFT.
 NH1583
 NH1583                          STATION RECOVERY (1957)
 NH1583
 NH1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1583'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 NH1583'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 NH1583'DIRECTION TO THE AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 NH1583'CHECKED.  THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT A
 NH1583'DIFFERENCE OF .07 FOOT LONGER WAS FOUND IN THE DISTANCE TO
 NH1583'REFERENCE MARK 2.  THE STATION IS 2 FEET WEST OF A WHITE
 NH1583'WITNESS POST WHICH WAS SET AT THIS TIME.  THE WILD CHERRY
 NH1583'TREE USED AS A REFERENCE POINT FOR THE AZIMUTH MARK IN THE
 NH1583'ORIGINAL DESCRIPTION IS NO LONGER THERE.  THE AZIMUTH MARK
 NH1583'IS 2 FEET WEST OF A WHITE WITNESS POST WHICH WAS SET AT
 NH1583'THIS TIME.
 NH1583'
 NH1583'THE REMAINDER OF THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NH1583
 NH1583                          STATION RECOVERY (1974)
 NH1583
 NH1583'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1974 (LC)
 NH1583'BROWN-GOOD.  BROWN REFERENCE MARK 1-GOOD.  BROWN REFERENCE MARK 2-GOOD
 NH1583'BROWN AZIMUTH MK-GOOD.  AT INSTITUTE HEIGHT BARELY VISIBLE OVER TOP OF
 NH1583'CROSS BAR OF A TELEPHONE POLE.
 NH1583'
 NH1583'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN MONROE,
 NH1583'GO EAST ON 10TH ST TO 23RD AVENUE, GO SOUTH ON 23RD AVENUE 0.15 MI
 NH1583'(0.24 KM) TO WIS 11 AND 81, GO EAST ON WIS 11 AND 81 0.5 MI (0.8 KM)
 NH1583'TO C.T.H. K, GO SOUTH ON C.T.H. K 0.6 MI (1.0 KM) TO A PAVED ROAD E.,
 NH1583'GO EAST 0.4 MI (0.6 KM) TO STATION ON THE LEFT.
 NH1583
 NH1583                          STATION RECOVERY (1979)
 NH1583
 NH1583'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (ME)
 NH1583'STATION BROWN RECOVERED GOOD.
 NH1583'
 NH1583'RM NO. 1 RECOVERED GOOD, REFERENCE MARK NO. 1 TO STATION 146.16 FEET
 NH1583'(CHAINED) (MEASURED TWICE).
 NH1583'
 NH1583'RM NO. 2 RECOVERED GOOD REFERENCE MARK NO. 2 TO STATION 139.93 FEET
 NH1583'(CHAINED TWICE).
 NH1583'
 NH1583'AZIMUTH MARK RECOVERED GOOD.
 NH1583'
 NH1583'ANGLE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 CHECKED
 NH1583'WITHIN 2 INCHES (5 CM) OF PUBLISHED ANGLE.
 NH1583'
 NH1583'DESCRIPTION ADEQUATE.
 NH1583
 NH1583                          STATION RECOVERY (2001)
 NH1583
 NH1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1583'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1583
 NH1583                          STATION RECOVERY (2024)
 NH1583
 NH1583'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2024 (TSS)
 NH1583'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8458 ***********************************************************************
 AB8458  DESIGNATION -  BROWN
 AB8458  PID         -  AB8458
 AB8458  STATE/COUNTY-  WI/BURNETT
 AB8458  COUNTRY     -  US
 AB8458  USGS QUAD   -  TIMBERLAND (2018)
 AB8458
 AB8458                         *CURRENT SURVEY CONTROL
 AB8458  ______________________________________________________________________
 AB8458* NAD 83(2011) POSITION- 45 43 32.21366(N) 092 04 47.51596(W)   ADJUSTED
 AB8458* NAD 83(2011) ELLIP HT-   312.688 (meters)        (06/27/12)   ADJUSTED
 AB8458* NAD 83(2011) EPOCH   -  2010.00
 AB8458* NAVD 88 ORTHO HEIGHT -   341.1   (meters)     1119.    (feet) GPS OBS
 AB8458  ______________________________________________________________________
 AB8458  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8458  GEOID HEIGHT    -        -27.890 (meters)                     GEOID93
 AB8458  GEOID HEIGHT    -        -28.454 (meters)                     GEOID18
 AB8458  NAD 83(2011) X  -   -161,880.132 (meters)                     COMP
 AB8458  NAD 83(2011) Y  - -4,457,487.180 (meters)                     COMP
 AB8458  NAD 83(2011) Z  -  4,544,233.614 (meters)                     COMP
 AB8458  LAPLACE CORR    -        -14.69  (seconds)                    DEFLEC18
 AB8458
 AB8458  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8458  Standards:
 AB8458         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8458            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8458  -------------------------------------------------------------------
 AB8458  NETWORK    1.70   2.88           0.76   0.61   1.47      0.11494092
 AB8458  -------------------------------------------------------------------
 AB8458  Click here for local accuracies and other accuracy information.
 AB8458
 AB8458.The horizontal coordinates were established by GPS observations
 AB8458.and adjusted by the National Geodetic Survey in June 2012.
 AB8458
 AB8458.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8458.been affixed to the stable North American tectonic plate. See 
 AB8458.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8458
 AB8458.The horizontal coordinates are valid at the epoch date displayed above
 AB8458.which is a decimal equivalence of Year/Month/Day.
 AB8458
 AB8458.The orthometric height was determined by GPS observations and a
 AB8458.high-resolution geoid model.
 AB8458
 AB8458.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8458.GEOID18 height accuracy estimate available here.
 AB8458
 AB8458.Click photographs - Photos may exist for this station.
 AB8458
 AB8458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8458
 AB8458.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8458
 AB8458.The ellipsoidal height was determined by GPS observations
 AB8458.and is referenced to NAD 83.
 AB8458
 AB8458. The following values were computed from the NAD 83(2011) position.
 AB8458
 AB8458;                    North         East     Units Scale Factor Converg.
 AB8458;SPC WI N     -    64,243.216   438,114.793   MT  0.99997495   -1 30 01.3
 AB8458;SPC WI N     -   210,771.28  1,437,381.62   sFT  0.99997495   -1 30 01.3
 AB8458;UTM  15      - 5,063,973.825   571,599.422   MT  0.99966302   +0 39 31.9
 AB8458
 AB8458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8458!SPC WI N     -   0.99995098  x   0.99997495  =   0.99992593
 AB8458!UTM  15      -   0.99995098  x   0.99966302  =   0.99961402
 AB8458
 AB8458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7159963973(NAD 83)
 AB8458
 AB8458                          SUPERSEDED SURVEY CONTROL
 AB8458
 AB8458  NAD 83(2007)-  45 43 32.21374(N)    092 04 47.51664(W) AD(2002.00) 0
 AB8458  ELLIP H (02/10/07)  312.722  (m)                       GP(2002.00)    
 AB8458  NAD 83(1997)-  45 43 32.21375(N)    092 04 47.51747(W) AD(       ) 1
 AB8458  ELLIP H (01/30/03)  312.743  (m)                       GP(       ) 4 1
 AB8458  NAD 83(1991)-  45 43 32.21297(N)    092 04 47.51481(W) AD(       ) 1
 AB8458  ELLIP H (12/09/96)  312.782  (m)                       GP(       ) 4 1
 AB8458
 AB8458.Superseded values are not recommended for survey control.
 AB8458
 AB8458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8458.See file dsdata.pdf to determine how the superseded data were derived.
 AB8458
 AB8458_MARKER: DD = SURVEY DISK
 AB8458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8458+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8458
 AB8458  HISTORY     - Date     Condition        Report By
 AB8458  HISTORY     - 1993     MONUMENTED       WI-013
 AB8458
 AB8458                          STATION DESCRIPTION
 AB8458
 AB8458'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8458'THE STATION IS LOCATED 6.6 MI (10.6 KM) SOUTHWEST OF THE INTERSECTION
 AB8458'OF STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO
 AB8458'COUNTY LINE ROAD) , 15.3 MI (24.6 KM) SOUTHEAST OF THE VILLAGE OF
 AB8458'SIREN, 6.2 MI (10.0 KM) SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY
 AB8458'70 AND COUNTY ROAD H, IN THE SOUTHEAST QUARTER OF THE SOUTHEAST
 AB8458'QUARTER, SECTION 34, T38N, R14W, TOWN OF DEWEY.  TO REACH THE STATION
 AB8458'FROM THE INTERSECTION OF STATE HIGHWAY 70 AND COUNTY ROAD H GO SOUTH
 AB8458'ALONG COUNTY ROAD H 6.2 MI (10.0 KM) TO HILLTOP ROAD, GO EAST ALONG
 AB8458'HILLTOP ROAD .63 MI, (1.01 KM) THE STATION IS LOCATED 21 FEET (6.4 M)
 AB8458'NORTH OF HILLTOP ROAD, 285 FEET (86.9 M) WEST OF CURVE IN ROAD AROUND
 AB8458'POND, ON THE ALICE BROWN PROPERTY.  FIBERGLASS WITNESS POST SET ON
 AB8458'NORTH SIDE OF STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND
 AB8458'CONCRETE MONUMENT 6 CM BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0436 ***********************************************************************
 OL0436  DESIGNATION -  BROWN DEER
 OL0436  PID         -  OL0436
 OL0436  STATE/COUNTY-  WI/MILWAUKEE
 OL0436  COUNTRY     -  US
 OL0436  USGS QUAD   -  THIENSVILLE (2018)
 OL0436
 OL0436                         *CURRENT SURVEY CONTROL
 OL0436  ______________________________________________________________________
 OL0436* NAD 83(1991) POSITION- 43 10 38.47936(N) 087 58 46.28820(W)   ADJUSTED
 OL0436* NAVD 88 ORTHO HEIGHT -   207.    (meters)      679.    (feet) SCALED
 OL0436  ______________________________________________________________________
 OL0436  GEOID HEIGHT    -        -35.125 (meters)                     GEOID18
 OL0436  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 OL0436  HORZ ORDER      -  THIRD
 OL0436
 OL0436.The horizontal coordinates were established by classical geodetic methods
 OL0436.and adjusted by the National Geodetic Survey in November 1991.
 OL0436
 OL0436.The orthometric height was scaled from a topographic map.
 OL0436
 OL0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0436.GEOID18 height accuracy estimate available here.
 OL0436
 OL0436.Click photographs - Photos may exist for this station.
 OL0436
 OL0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0436
 OL0436. The following values were computed from the NAD 83(1991) position.
 OL0436
 OL0436;                    North         East     Units Scale Factor Converg.
 OL0436;SPC WI S     -   132,782.689   764,250.975   MT  0.99994014   +1 23 17.8
 OL0436;SPC WI S     -   435,637.87  2,507,380.07   sFT  0.99994014   +1 23 17.8
 OL0436;UTM  16      - 4,780,975.777   420,390.335   MT  0.99967796   -0 40 13.0
 OL0436
 OL0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0436!SPC WI S     -   0.99997306  x   0.99994014  =   0.99991320
 OL0436!UTM  16      -   0.99997306  x   0.99967796  =   0.99965103
 OL0436
 OL0436:                Primary Azimuth Mark                     Grid Az
 OL0436:SPC WI S     -  VIRMOND                                  059 06 17.9
 OL0436:UTM  16      -  VIRMOND                                  061 09 48.7
 OL0436
 OL0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2039080975(NAD 83)
 OL0436
 OL0436|---------------------------------------------------------------------|
 OL0436| PID    Reference Object                     Distance      Geod. Az  |
 OL0436|                                                           dddmmss.s |
 OL0436| OL0428 VIRMOND                             APPROX. 7.6 KM 0602935.7 |
 OL0436| OL0433 BROWN DEER H AND H NURSERY STK      APPROX. 1.1 KM 0734311.2 |
 OL0436| CI9102 BROWN DEER RM 1                      16.481 METERS 09907     |
 OL0436| CI9103 BROWN DEER RM 2                      23.273 METERS 18626     |
 OL0436| CI9101 BROWN DEER AZ MK                                   3055719.4 |
 OL0436|---------------------------------------------------------------------|
 OL0436
 OL0436                          SUPERSEDED SURVEY CONTROL
 OL0436
 OL0436  NAD 83(1986)-  43 10 38.46850(N)    087 58 46.29785(W) AD(       ) 3
 OL0436  NAD 27      -  43 10 38.43800(N)    087 58 45.97800(W) AD(       ) 3
 OL0436
 OL0436.Superseded values are not recommended for survey control.
 OL0436
 OL0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0436.See file dsdata.pdf to determine how the superseded data were derived.
 OL0436
 OL0436_MARKER: DS = TRIANGULATION STATION DISK
 OL0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0436_STAMPING: BROWN DEER 1953
 OL0436_MARK LOGO: CGS
 OL0436_PROJECTION: FLUSH
 OL0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0436+STABILITY: SURFACE MOTION
 OL0436
 OL0436  HISTORY     - Date     Condition        Report By
 OL0436  HISTORY     - 1953     MONUMENTED       CGS
 OL0436  HISTORY     - 1957     MARK NOT FOUND   USGS
 OL0436  HISTORY     - 1973     GOOD             NGS
 OL0436  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OL0436  HISTORY     - 19940823 MARK NOT FOUND   USPSQD
 OL0436  HISTORY     - 20090322 MARK NOT FOUND   INDIV
 OL0436
 OL0436                          STATION DESCRIPTION
 OL0436
 OL0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0436'STATION IS LOCATED 10 MILES NORTH OF THE CENTER OF MILWAUKEE AND 1
 OL0436'MILE WEST OF BROWN DEER AT THE NORTHWEST CORNER OF THE BROWN DEER
 OL0436'AIRPORT.  IT IS 23 FEET SOUTH OF THE SOUTHWEST CORNER OF THE AIRPORT
 OL0436'ADMINISTRATION BUILDING AND REPAIR HANGAR AND 8 FEET EAST OF A FENCE
 OL0436'LINE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 OL0436'STAMPED BROWN DEER 1953.
 OL0436'
 OL0436'REFERENCE MARK NO. 1 IS 18 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 OL0436'THE ADMINISTRATION BUILDING.  THE MARK IS FLUSH AND THE DISK IS
 OL0436'STAMPED BROWN DEER NO 1 1953.
 OL0436'
 OL0436'REFERENCE MARK NO. 2 IS 100 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 OL0436'SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING AND 1 FOOT EAST OF A
 OL0436'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BROWN DEER NO 2
 OL0436'1953.
 OL0436'
 OL0436'AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF N. 60TH AVENUE.  THE
 OL0436'DISK IS SET IN A DRILL HOLE IN THE EAST ABUTMENT OF A CONCRETE BRIDGE
 OL0436'AND IS STAMPED BROWN DEER 1953.
 OL0436'
 OL0436'MILWAUKEE, METROPOLITAN SEWERAGE COMMISSION BENCH MARK IS 21 FEET WEST
 OL0436'OF THE CENTER OF N.  60TH AVENUE.  THE DISK IS STANDARD METROPOLITAN
 OL0436'SEWERAGE COMMISSION BENCH MARK DISK SET IN A DRILL HOLE IN THE WEST
 OL0436'ABUTMENT OF THE CONCRETE BRIDGE.  THERE IS NO STAMPING ON THE DISK.
 OL0436'
 OL0436'TO REACH THE AZIMUTH MARK AND BENCH MARK FROM THE WEST ENTRANCE DRIVE
 OL0436'TO THE BROWN DEER AIRPORT, GO WEST ON STATE HIGHWAY 100 FOR 0.2 MILE
 OL0436'TO THE INTERSECTION OF N. 60TH AVENUE.  TURN RIGHT AND GO NORTH FOR
 OL0436'0.1 MILE TO A CONCRETE BRIDGE AND THE MARKS AS DESCRIBED.
 OL0436'
 OL0436'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OL0436
 OL0436                          STATION RECOVERY (1957)
 OL0436
 OL0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OL0436'TRIANGULATION STATION IS EVIDENTLY DESTROYED.  NEW HOUSING PROJECT IS
 OL0436'UNDER CONSTRUCTION AND EXHAUSTIVE SEARCH FAILED TO LOCATE STATION.
 OL0436'R.M. NO. 2 IS ONY MARK RECOVERED.
 OL0436
 OL0436                          STATION RECOVERY (1973)
 OL0436
 OL0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OL0436'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 OL0436'GOOD CONDITION AFTER A LONG SEARCH.  REFERENCE MARK 1 WAS NOT FOUND
 OL0436'AND ASSUMED TO HAVE BEEN DESTROYED BY CONSTRUCTION OF HOUSE.  THE
 OL0436'AZIMUTH MARK WAS SET IN A BRIDGE BEING TORN DOWN AND WAS DESTROYED.
 OL0436'THE LINE OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED BY A HOUSE AND A
 OL0436'LARGE BUILDING AND A NEW AZIMUTH MARK COULD NOT BE SET.  THE STATION
 OL0436'WAS NOT OCCUPIED AT THIS TIME SINCE THERE ARE NO OBJECTS VISIBLE
 OL0436'INCLUDING REFERENCE MARK 2 WHICH IS OBSTRUCTED BY TREES AND SHRUBERY
 OL0436'ON LINE.  A NEW DESCRIPTION FOLLOWS-
 OL0436'
 OL0436'THE STATION IS LOCATED AT THE INTERSECTION OF W BROWN DEER RD.  AND N
 OL0436'56TH STREET, 4 FEET WEST OF A 10 INCH TREE, 24 FEET NORTHWEST OF THE
 OL0436'NORTHWEST CORNER OF A HOUSE/5435 W BROWN DEER RD), 7 FEET EAST OF A
 OL0436'WOODEN FENCE, 33 FEET SOUTHEAST OF A FENCE CORNER, 68 FEET SOUTH OF
 OL0436'THE SOUTH CURB OF W BROWN DEER RD., 48 FEET SOUTH OF THE CENTERLINE OF
 OL0436'A FRONTAGE ROAD, 180 FEET EAST OF THE CENTERLINE OF N 56 TH ST., AND
 OL0436'ON THE PROPERTY OF BETTY PRESTIN.  THE MONUMENT IS 4 INCHES
 OL0436'UNDERGROUND AND THE DISK IS STAMPED BROWN DEER 1953.  (NOTE 1A 7A)
 OL0436'
 OL0436'REFERENCE MARK 2 IS 1 FOOT WEST OF FENCE, 33 FEET NORTH OF FENCE
 OL0436'CORNER AND POWER POLE, 144 FEET SOUTH OF THE SOUTH CURB OF W BROWN
 OL0436'DEER RD. AND 173 FEET EAST OF THE CENTERLINE OF N 56TH ST.  THE
 OL0436'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BROWN DEER NO 2
 OL0436'1953.
 OL0436
 OL0436                          STATION RECOVERY (1989)
 OL0436
 OL0436'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCB)
 OL0436'MARK NOT FOUND.
 OL0436
 OL0436                          STATION RECOVERY (1994)
 OL0436
 OL0436'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0436'MARK NOT FOUND.
 OL0436
 OL0436                          STATION RECOVERY (2009)
 OL0436
 OL0436'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 OL0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4836 ***********************************************************************
 DG4836  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4836  DESIGNATION -  BROWN DEER S GPS
 DG4836  PID         -  DG4836
 DG4836  STATE/COUNTY-  WI/MILWAUKEE
 DG4836  COUNTRY     -  US
 DG4836  USGS QUAD   -  MILWAUKEE (2018)
 DG4836
 DG4836                         *CURRENT SURVEY CONTROL
 DG4836  ______________________________________________________________________
 DG4836* NAD 83(2011) POSITION- 43 06 26.34819(N) 087 59 52.55014(W)   ADJUSTED
 DG4836* NAD 83(2011) ELLIP HT-   173.207 (meters)        (06/27/12)   ADJUSTED
 DG4836* NAD 83(2011) EPOCH   -  2010.00
 DG4836* NAVD 88 ORTHO HEIGHT -   208.29  (meters)      683.4   (feet) GPS OBS
 DG4836  ______________________________________________________________________
 DG4836  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4836  GEOID HEIGHT    -        -35.077 (meters)                     GEOID12A
 DG4836  GEOID HEIGHT    -        -35.078 (meters)                     GEOID18
 DG4836  NAD 83(2011) X  -    162,937.525 (meters)                     COMP
 DG4836  NAD 83(2011) Y  - -4,661,093.471 (meters)                     COMP
 DG4836  NAD 83(2011) Z  -  4,336,332.043 (meters)                     COMP
 DG4836  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 DG4836
 DG4836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4836  Standards:
 DG4836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4836  -------------------------------------------------------------------
 DG4836  NETWORK    0.37   0.45           0.17   0.13   0.23     -0.04476889
 DG4836  -------------------------------------------------------------------
 DG4836  Click here for local accuracies and other accuracy information.
 DG4836
 DG4836.The horizontal coordinates were established by GPS observations
 DG4836.and adjusted by the National Geodetic Survey in June 2012.
 DG4836
 DG4836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4836.been affixed to the stable North American tectonic plate. See 
 DG4836.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4836
 DG4836.The horizontal coordinates are valid at the epoch date displayed above
 DG4836.which is a decimal equivalence of Year/Month/Day.
 DG4836
 DG4836.The orthometric height was determined by GPS observations and a
 DG4836.high-resolution geoid model using precise GPS observation and
 DG4836.processing techniques.
 DG4836
 DG4836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4836.GEOID18 height accuracy estimate available here.
 DG4836
 DG4836.Click photographs - Photos may exist for this station.
 DG4836
 DG4836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4836
 DG4836.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4836
 DG4836.The ellipsoidal height was determined by GPS observations
 DG4836.and is referenced to NAD 83.
 DG4836
 DG4836. The following values were computed from the NAD 83(2011) position.
 DG4836
 DG4836;                    North         East     Units Scale Factor Converg.
 DG4836;SPC WI S     -   124,968.553   762,941.754   MT  0.99994564   +1 22 32.3
 DG4836;SPC WI S     -   410,000.99  2,503,084.74   sFT  0.99994564   +1 22 32.3
 DG4836;UTM  16      - 4,773,215.743   418,801.750   MT  0.99968111   -0 40 55.2
 DG4836
 DG4836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4836!SPC WI S     -   0.99997284  x   0.99994564  =   0.99991848
 DG4836!UTM  16      -   0.99997284  x   0.99968111  =   0.99965396
 DG4836
 DG4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1880173215(NAD 83)
 DG4836
 DG4836                          SUPERSEDED SURVEY CONTROL
 DG4836
 DG4836  NAD 83(2007)-  43 06 26.34805(N)    087 59 52.55093(W) AD(2002.00) 0
 DG4836  ELLIP H (02/10/07)  173.242  (m)                       GP(2002.00)    
 DG4836  NAD 83(1997)-  43 06 26.34810(N)    087 59 52.55123(W) AD(       ) 1
 DG4836  ELLIP H (04/02/04)  173.244  (m)                       GP(       ) 4 1
 DG4836  NAVD 88 (07/26/07)  208.27   (m)  UNKNOWN  model used  GPS OBS        
 DG4836  NAVD 88 (04/02/04)  208.27   (m)  GEOID03  model used  GPS OBS        
 DG4836
 DG4836.Superseded values are not recommended for survey control.
 DG4836
 DG4836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4836.See file dsdata.pdf to determine how the superseded data were derived.
 DG4836
 DG4836_MARKER: DD = SURVEY DISK
 DG4836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4836_STAMPING: BROWN DEER S GPS 2002
 DG4836_MARK LOGO: WIDT
 DG4836_PROJECTION: FLUSH
 DG4836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4836+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 DG4836
 DG4836  HISTORY     - Date     Condition        Report By
 DG4836  HISTORY     - 2001     MONUMENTED       WIDT
 DG4836  HISTORY     - 20060621 GOOD             WIDT
 DG4836
 DG4836                          STATION DESCRIPTION
 DG4836
 DG4836'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4836'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE. OWNERSHIP-- WISCONSIN
 DG4836'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DG4836'OF STATE HIGHWAY 181 WITH STATE HIGHWAY 145 IN THE CITY OF MILWAUKEE,
 DG4836'GO SOUTH ON STATE HIGHWAY 145 FOR 0.1 KM TO THE STATION IN THE MEDIAN.
 DG4836'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG4836'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DG4836'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DG4836'THE HIGHWAY PAVEMENT.  THE STATION IS 6.0 M WEST OF THE EDGE OF THE
 DG4836'CURB OF THE NORTHBOUND LANES OF STATE HIGHWAY 145 SOUTH, 5.8 M EAST OF
 DG4836'THE EDGE OF THE CURB OF THE SOUTHBOUND LANES OF STATE HIGHWAY 145
 DG4836'NORTH, 72 M NORTH-NORTHWEST OF EASTERN MOST METAL POST FOR A
 DG4836'--GERMANTOWN - FOND DU LAC-- TRAFFIC SIGN, AND 30.9 M SOUTH-SOUTHEAST
 DG4836'OF A LIGHT POLE.  ---NOTE---THE STATION IS 0.7 M NORTH OF A WHITE
 DG4836'PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4836'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DG4836
 DG4836                          STATION RECOVERY (2006)
 DG4836
 DG4836'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DG4836'RECOVERED IN GOOD CONDITION.  NOTE-- THE LIGHT POLE IN THE 2001
 DG4836'DESCRIPTION HAS A TRAFFIC LIGHT FOR A TURNING LANE LEFT ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9516 ***********************************************************************
 DF9516  DESIGNATION -  BROWN DEER W GPS
 DF9516  PID         -  DF9516
 DF9516  STATE/COUNTY-  WI/MILWAUKEE
 DF9516  COUNTRY     -  US
 DF9516  USGS QUAD   -  MENOMONEE FALLS (2018)
 DF9516
 DF9516                         *CURRENT SURVEY CONTROL
 DF9516  ______________________________________________________________________
 DF9516* NAD 83(2011) POSITION- 43 09 43.92204(N) 088 02 40.13993(W)   ADJUSTED
 DF9516* NAD 83(2011) ELLIP HT-   205.525 (meters)        (06/27/12)   ADJUSTED
 DF9516* NAD 83(2011) EPOCH   -  2010.00
 DF9516* NAVD 88 ORTHO HEIGHT -   240.564 (meters)      789.25  (feet) ADJUSTED
 DF9516  ______________________________________________________________________
 DF9516  GEOID HEIGHT    -        -35.034 (meters)                     GEOID18
 DF9516  NAD 83(2011) X  -    159,008.892 (meters)                     COMP
 DF9516  NAD 83(2011) Y  - -4,657,081.509 (meters)                     COMP
 DF9516  NAD 83(2011) Z  -  4,340,803.612 (meters)                     COMP
 DF9516  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 DF9516  DYNAMIC HEIGHT  -        240.503 (meters)      789.05  (feet) COMP
 DF9516  MODELED GRAVITY -    980,362.9   (mgal)                       NAVD 88
 DF9516
 DF9516  VERT ORDER      -  SECOND    CLASS I
 DF9516
 DF9516  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9516  Standards:
 DF9516         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9516            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9516  -------------------------------------------------------------------
 DF9516  NETWORK    0.37   0.43           0.17   0.13   0.22     -0.11395094
 DF9516  -------------------------------------------------------------------
 DF9516  Click here for local accuracies and other accuracy information.
 DF9516
 DF9516.The horizontal coordinates were established by GPS observations
 DF9516.and adjusted by the National Geodetic Survey in June 2012.
 DF9516
 DF9516.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9516.been affixed to the stable North American tectonic plate. See 
 DF9516.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9516
 DF9516.The horizontal coordinates are valid at the epoch date displayed above
 DF9516.which is a decimal equivalence of Year/Month/Day.
 DF9516
 DF9516.The orthometric height was determined by differential leveling and
 DF9516.adjusted by the WI DEPT OF TRANSP
 DF9516.in May 2012.
 DF9516
 DF9516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9516.GEOID18 height accuracy estimate available here.
 DF9516
 DF9516.Click photographs - Photos may exist for this station.
 DF9516
 DF9516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9516
 DF9516.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9516
 DF9516.The ellipsoidal height was determined by GPS observations
 DF9516.and is referenced to NAD 83.
 DF9516
 DF9516.The dynamic height is computed by dividing the NAVD 88
 DF9516.geopotential number by the normal gravity value computed on the
 DF9516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9516.degrees latitude (g = 980.6199 gals.).
 DF9516
 DF9516.The modeled gravity was interpolated from observed gravity values.
 DF9516
 DF9516. The following values were computed from the NAD 83(2011) position.
 DF9516
 DF9516;                    North         East     Units Scale Factor Converg.
 DF9516;SPC WI S     -   130,973.717   759,010.725   MT  0.99994121   +1 20 37.1
 DF9516;SPC WI S     -   429,702.94  2,490,187.69   sFT  0.99994121   +1 20 37.1
 DF9516;UTM  16      - 4,779,356.607   415,089.857   MT  0.99968869   -0 42 52.3
 DF9516
 DF9516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9516!SPC WI S     -   0.99996777  x   0.99994121  =   0.99990898
 DF9516!UTM  16      -   0.99996777  x   0.99968869  =   0.99965647
 DF9516
 DF9516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1508979356(NAD 83)
 DF9516
 DF9516                          SUPERSEDED SURVEY CONTROL
 DF9516
 DF9516  NAD 83(2007)-  43 09 43.92192(N)    088 02 40.14071(W) AD(2002.00) 0
 DF9516  ELLIP H (02/10/07)  205.561  (m)                       GP(2002.00)    
 DF9516  NAD 83(1997)-  43 09 43.92192(N)    088 02 40.14102(W) AD(       ) 1
 DF9516  ELLIP H (04/02/04)  205.570  (m)                       GP(       ) 4 1
 DF9516  NAVD 88             240.54   (m)          789.2    (f) LEVELING    3  
 DF9516  NAVD 88 (04/20/07)  240.537  (m)          789.16   (f) SUPERSEDED  2 1
 DF9516  NAVD 88             240.54   (m)          789.2    (f) LEVELING    3  
 DF9516  NAVD 88 (02/25/04)  240.540  (m)          789.17   (f) SUPERSEDED  2 1
 DF9516
 DF9516.Superseded values are not recommended for survey control.
 DF9516
 DF9516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9516.See file dsdata.pdf to determine how the superseded data were derived.
 DF9516
 DF9516_MARKER: DD = SURVEY DISK
 DF9516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9516_STAMPING: BROWN DEER W GPS 2002
 DF9516_MARK LOGO: WIDT
 DF9516_PROJECTION: FLUSH
 DF9516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9516+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2009
 DF9516
 DF9516  HISTORY     - Date     Condition        Report By
 DF9516  HISTORY     - 2001     MONUMENTED       WIDT
 DF9516  HISTORY     - 20060619 GOOD             WIDT
 DF9516  HISTORY     - 20090322 GOOD             INDIV
 DF9516
 DF9516                          STATION DESCRIPTION
 DF9516
 DF9516'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9516'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE.
 DF9516'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9516'STATION FROM THE JUNCTION OF STATE HIGHWAY 100 SOUTH (NORTH 107TH
 DF9516'STREET) WITH STATE HIGHWAY 100 EAST AND STATE HIGHWAY 74 WEST (WEST
 DF9516'BROWN DEER ROAD) IN THE CITY OF MILWAUKEE, GO SOUTH ON STATE HIGHWAY
 DF9516'100 SOUTH FOR 1.7 KM TO WEST BRADLEY ROAD, CONTINUE SOUTH ON STATE
 DF9516'HIGHWAY 100 SOUTH FOR 0.1 KM TO THE STATION ON THE LEFT IN THE
 DF9516'MEDIAN.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9516'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9516'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9516'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 3.3 M EAST OF THE
 DF9516'EDGE OF THE CURB OF THE SOUTHBOUND LANES OF STATE HIGHWAY 100 SOUTH,
 DF9516'2.7 M WEST OF THE EDGE OF THE CURB OF THE NORTHBOUND LANES OF STATE
 DF9516'HIGHWAY 100 SOUTH, 22.9 M NORTH OF A LIGHT POLE, AND 14.0 M SOUTH OF
 DF9516'THE CENTERLINE OF A TURN AROUND POINT.  ---NOTE---THE STATION IS 1.0
 DF9516'M SOUTH OF A WHITE PLASTIC WITNESS POST. ---NOTE2---THIS STATION HAS
 DF9516'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9516'HORIZON.
 DF9516
 DF9516                          STATION RECOVERY (2006)
 DF9516
 DF9516'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9516'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 22.7 M NORTH OF A
 DF9516'METAL LIGHT POLE IN THE MEDIAN WITH A --SPEED LIMIT 40-- SIGN ATTACHED
 DF9516'AND 16.3 M WEST-NORTHWEST OF THE TOP CENTER OF A RED FIRE HYDRANT.
 DF9516
 DF9516                          STATION RECOVERY (2009)
 DF9516
 DF9516'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 DF9516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0076 ***********************************************************************
 PN0076  TIDAL BM    -  This is a Tidal Bench Mark.
 PN0076  DESIGNATION -  BROWN RM 1
 PN0076  PID         -  PN0076
 PN0076  STATE/COUNTY-  WI/BROWN
 PN0076  COUNTRY     -  US
 PN0076  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0076
 PN0076                         *CURRENT SURVEY CONTROL
 PN0076  ______________________________________________________________________
 PN0076* NAD 83(1986) POSITION- 44 30 44.40   (N) 088 00 50.79   (W)   HD_HELD1
 PN0076* NAVD 88 ORTHO HEIGHT -   179.233 (meters)      588.03  (feet) ADJUSTED
 PN0076  ______________________________________________________________________
 PN0076  GEOID HEIGHT    -        -36.240 (meters)                     GEOID18
 PN0076  DYNAMIC HEIGHT  -        179.210 (meters)      587.96  (feet) COMP
 PN0076  MODELED GRAVITY -    980,488.5   (mgal)                       NAVD 88
 PN0076
 PN0076  VERT ORDER      -  SECOND    CLASS I
 PN0076
 PN0076.The horizontal coordinates were determined by differentially corrected
 PN0076.hand held GPS observations or other comparable positioning techniques
 PN0076.and have an estimated accuracy of +/- 3 meters.
 PN0076
 PN0076.The orthometric height was determined by differential leveling and
 PN0076.adjusted by the NATIONAL GEODETIC SURVEY
 PN0076.in February 2017.
 PN0076
 PN0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0076.GEOID18 height accuracy estimate available here.
 PN0076
 PN0076.This Tidal Bench Mark is designated as VM 19311
 PN0076.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PN0076
 PN0076.Click photographs - Photos may exist for this station.
 PN0076
 PN0076.The dynamic height is computed by dividing the NAVD 88
 PN0076.geopotential number by the normal gravity value computed on the
 PN0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0076.degrees latitude (g = 980.6199 gals.).
 PN0076
 PN0076.The modeled gravity was interpolated from observed gravity values.
 PN0076
 PN0076;                    North         East    Units  Estimated Accuracy
 PN0076;SPC WI C     -    77,379.7     757,881.9     MT  (+/- 3 meters HH1 GPS) 
 PN0076
 PN0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1939729279(NAD 83)
 PN0076
 PN0076                          SUPERSEDED SURVEY CONTROL
 PN0076
 PN0076  NAVD 88 (05/08/12)  179.229  (m)          588.02   (f) SUPERSEDED  2 1
 PN0076  NAVD 88 (06/15/91)  179.230  (m)          588.02   (f) SUPERSEDED  1 0
 PN0076
 PN0076.Superseded values are not recommended for survey control.
 PN0076
 PN0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0076.See file dsdata.pdf to determine how the superseded data were derived.
 PN0076
 PN0076_MARKER: DR = REFERENCE MARK DISK
 PN0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0076_STAMPING: BROWN NO 1 1953
 PN0076_MARK LOGO: CGS
 PN0076_PROJECTION: FLUSH
 PN0076_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0076+STABILITY: SURFACE MOTION
 PN0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0076+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2018
 PN0076
 PN0076  HISTORY     - Date     Condition        Report By
 PN0076  HISTORY     - 1953     MONUMENTED       CGS
 PN0076  HISTORY     - 1972     GOOD             NGS
 PN0076  HISTORY     - 1974     GOOD             NOS
 PN0076  HISTORY     - 1985     GOOD             NGS
 PN0076  HISTORY     - 19940504 GOOD             WI-009
 PN0076  HISTORY     - 20010331 GOOD             NGS
 PN0076  HISTORY     - 20021031 GOOD             USPSQD
 PN0076  HISTORY     - 20040621 GOOD             USPSQD
 PN0076  HISTORY     - 20050621 GOOD             USPSQD
 PN0076  HISTORY     - 20050803 GOOD             WIDT
 PN0076  HISTORY     - 20070405 GOOD             GEOCAC
 PN0076  HISTORY     - 20080826 GOOD             WIDT
 PN0076  HISTORY     - 20151008 GOOD             WIDT
 PN0076  HISTORY     - 20181007 GOOD             USPSQD
 PN0076
 PN0076                          STATION DESCRIPTION
 PN0076
 PN0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0076'AT GREEN BAY.
 PN0076'AT GREEN BAY, AT THE INTERSECTION OF JEFFERSON AND DOTY STREET,
 PN0076'87.8 FEET SOUTHEAST OF HTE STATION MARK DESCRIBED, 67.3 FEET
 PN0076'NORTH OF THE NORTH CURB OF DOTY STREET, 8.3 FEET WEST OF THE WEST
 PN0076'CURB OF JEFFERSON STREET, 11.4 FEET EAST OF THE EAST CURB FOR THE
 PN0076'COURTHOUSE PARKING LOT, 3.5 FEET EAST OF THE EAST EDGE OF A
 PN0076'NORTH-SOUTH CONCRETE SIDEWALK, 6 FEET WEST OF PARKING METER NO.
 PN0076'399-400, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A
 PN0076'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 PN0076
 PN0076                          STATION RECOVERY (1974)
 PN0076
 PN0076'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0076'RECOVERED IN GOOD CONDITION.
 PN0076
 PN0076                          STATION RECOVERY (1985)
 PN0076
 PN0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0076'RECOVERED IN GOOD CONDITION.
 PN0076
 PN0076                          STATION RECOVERY (1994)
 PN0076
 PN0076'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0076'RECOVERED AS DESCRIBED.
 PN0076
 PN0076                          STATION RECOVERY (2001)
 PN0076
 PN0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0076'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0076
 PN0076                          STATION RECOVERY (2002)
 PN0076
 PN0076'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0076'THE PARKING LOT HAS BEEN REPLACED BY OFFICE SPACE.
 PN0076
 PN0076                          STATION RECOVERY (2004)
 PN0076
 PN0076'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0076'MARK IS BETWEEN CURB AND SIDEWALK JUST EAST OF A CONCRETE PAD WITH
 PN0076'BENCHS AND TABLE. COURTHOUSE LAWN IS CUT. MARK IN CONCRET AND EASILY
 PN0076'VISABLE. AT SOUTHEAST CORNER OF COURTHOUSE.
 PN0076
 PN0076                          STATION RECOVERY (2005)
 PN0076
 PN0076'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0076'RECOVERED IN GOOD CONDITION.
 PN0076
 PN0076                          STATION RECOVERY (2005)
 PN0076
 PN0076'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0076'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0076
 PN0076                          STATION RECOVERY (2007)
 PN0076
 PN0076'RECOVERY NOTE BY GEOCACHING 2007 (AJL)
 PN0076'RECOVERED IN GOOD CONDITION.
 PN0076
 PN0076                          STATION RECOVERY (2008)
 PN0076
 PN0076'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PN0076'RECOVERED AS DESCRIBED.
 PN0076
 PN0076                          STATION RECOVERY (2015)
 PN0076
 PN0076'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 PN0076'RECOVERED AS DESCRIBED.
 PN0076
 PN0076                          STATION RECOVERY (2018)
 PN0076
 PN0076'RECOVERY NOTE BY US POWER SQUADRON 2018 (OJB)
 PN0076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0075 ***********************************************************************
 PN0075  DESIGNATION -  BROWN RM 2
 PN0075  PID         -  PN0075
 PN0075  STATE/COUNTY-  WI/BROWN
 PN0075  COUNTRY     -  US
 PN0075  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0075
 PN0075                         *CURRENT SURVEY CONTROL
 PN0075  ______________________________________________________________________
 PN0075* NAD 83(1986) POSITION- 44 30 45.41   (N) 088 00 51.76   (W)   HD_HELD1
 PN0075* NAVD 88 ORTHO HEIGHT -   179.928 (meters)      590.31  (feet) ADJUSTED
 PN0075  ______________________________________________________________________
 PN0075  GEOID HEIGHT    -        -36.240 (meters)                     GEOID18
 PN0075  DYNAMIC HEIGHT  -        179.905 (meters)      590.24  (feet) COMP
 PN0075  MODELED GRAVITY -    980,488.5   (mgal)                       NAVD 88
 PN0075
 PN0075  VERT ORDER      -  FIRST     CLASS 0
 PN0075
 PN0075.The horizontal coordinates were determined by differentially corrected
 PN0075.hand held GPS observations or other comparable positioning techniques
 PN0075.and have an estimated accuracy of +/- 3 meters.
 PN0075
 PN0075.The orthometric height was determined by differential leveling and
 PN0075.adjusted by the NATIONAL GEODETIC SURVEY
 PN0075.in June 1991.
 PN0075
 PN0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0075.GEOID18 height accuracy estimate available here.
 PN0075
 PN0075.Click photographs - Photos may exist for this station.
 PN0075
 PN0075.The dynamic height is computed by dividing the NAVD 88
 PN0075.geopotential number by the normal gravity value computed on the
 PN0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0075.degrees latitude (g = 980.6199 gals.).
 PN0075
 PN0075.The modeled gravity was interpolated from observed gravity values.
 PN0075
 PN0075;                    North         East    Units  Estimated Accuracy
 PN0075;SPC WI C     -    77,410.4     757,859.7     MT  (+/- 3 meters HH1 GPS) 
 PN0075
 PN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1937629310(NAD 83)
 PN0075
 PN0075                          SUPERSEDED SURVEY CONTROL
 PN0075
 PN0075.No superseded survey control is available for this station.
 PN0075
 PN0075_MARKER: DR = REFERENCE MARK DISK
 PN0075_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0075_SP_SET: CURB
 PN0075_STAMPING: BROWN NO 2 1953
 PN0075_MARK LOGO: CGS
 PN0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0075
 PN0075  HISTORY     - Date     Condition        Report By
 PN0075  HISTORY     - 1953     MONUMENTED       CGS
 PN0075  HISTORY     - 1972     GOOD             NGS
 PN0075  HISTORY     - 1974     GOOD             NOS
 PN0075  HISTORY     - 1985     GOOD             NGS
 PN0075  HISTORY     - 19940504 MARK NOT FOUND   WI-009
 PN0075  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PN0075  HISTORY     - 20021031 MARK NOT FOUND   USPSQD
 PN0075
 PN0075                          STATION DESCRIPTION
 PN0075
 PN0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0075'AT GREEN BAY.
 PN0075'AT GREEN BAY, AT THE COUNTY COURTHOUSE, 80.5 FEET SOUTHWEST OF
 PN0075'THE STATION MARK DESCRIBED, SET IN THE TOP OF THE NORTHWEST
 PN0075'CORNER OF THE CONCRETE CURB FOR THE COURTHOUSE PARKING LOT, 22
 PN0075'FEET SOUTH OF THE SOUTH WALL OF THE COURTHOUSE, 2.2 FEET EAST
 PN0075'OF THE EAST EDGE OF THE SIDEWALK THAT LEADS FROM DOTY STREET TO
 PN0075'THE SOUTH ENTRANCE TO THE COURTHOUSE AND LEVEL WITH THE SIDEWALK.
 PN0075
 PN0075                          STATION RECOVERY (1974)
 PN0075
 PN0075'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0075'RECOVERED IN GOOD CONDITION.
 PN0075
 PN0075                          STATION RECOVERY (1985)
 PN0075
 PN0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0075'RECOVERED IN GOOD CONDITION.
 PN0075
 PN0075                          STATION RECOVERY (1994)
 PN0075
 PN0075'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0075'NOT FOUND - CONSTRUCTION ON THE COURTHOUSE APPEARS TO COVER THE AREA
 PN0075'THE MARK OCCUPIED.  MARK IS GONE.
 PN0075
 PN0075                          STATION RECOVERY (2001)
 PN0075
 PN0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0075'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0075
 PN0075                          STATION RECOVERY (2002)
 PN0075
 PN0075'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0075'THE COURTHOUSE PARKING LOT WAS REPLACED BY AN OFFICE STRUCTURE IN
 PN0075'1992.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7365 ***********************************************************************
 DN7365  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7365  DESIGNATION -  BROWNING E GPS
 DN7365  PID         -  DN7365
 DN7365  STATE/COUNTY-  WI/TAYLOR
 DN7365  COUNTRY     -  US
 DN7365  USGS QUAD   -  RIB RIVER LOOKOUT TOWER (2018)
 DN7365
 DN7365                         *CURRENT SURVEY CONTROL
 DN7365  ______________________________________________________________________
 DN7365* NAD 83(2011) POSITION- 45 09 55.37004(N) 090 12 11.97271(W)   ADJUSTED
 DN7365* NAD 83(2011) ELLIP HT-   424.025 (meters)        (04/15/13)   ADJUSTED
 DN7365* NAD 83(2011) EPOCH   -  2010.00
 DN7365* NAVD 88 ORTHO HEIGHT -   456.03  (meters)     1496.2   (feet) GPS OBS
 DN7365  ______________________________________________________________________
 DN7365  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7365  GEOID HEIGHT    -        -32.009 (meters)                     GEOID12A
 DN7365  GEOID HEIGHT    -        -32.012 (meters)                     GEOID18
 DN7365  NAD 83(2011) X  -    -15,986.434 (meters)                     COMP
 DN7365  NAD 83(2011) Y  - -4,504,846.609 (meters)                     COMP
 DN7365  NAD 83(2011) Z  -  4,500,626.460 (meters)                     COMP
 DN7365  LAPLACE CORR    -         -5.73  (seconds)                    DEFLEC18
 DN7365
 DN7365  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7365  Standards:
 DN7365         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7365            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7365  -------------------------------------------------------------------
 DN7365  NETWORK    0.70   1.31           0.31   0.26   0.67      0.10499441
 DN7365  -------------------------------------------------------------------
 DN7365  Click here for local accuracies and other accuracy information.
 DN7365
 DN7365.The horizontal coordinates were established by GPS observations
 DN7365.and adjusted by the National Geodetic Survey in April 2013.
 DN7365
 DN7365.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7365.been affixed to the stable North American tectonic plate. See 
 DN7365.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7365
 DN7365.The horizontal coordinates are valid at the epoch date displayed above
 DN7365.which is a decimal equivalence of Year/Month/Day.
 DN7365
 DN7365.The orthometric height was determined by GPS observations and a
 DN7365.high-resolution geoid model using precise GPS observation and
 DN7365.processing techniques.
 DN7365
 DN7365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7365.GEOID18 height accuracy estimate available here.
 DN7365
 DN7365.Click photographs - Photos may exist for this station.
 DN7365
 DN7365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7365
 DN7365.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7365
 DN7365.The ellipsoidal height was determined by GPS observations
 DN7365.and is referenced to NAD 83.
 DN7365
 DN7365. The following values were computed from the NAD 83(2011) position.
 DN7365
 DN7365;                    North         East     Units Scale Factor Converg.
 DN7365;SPC WI C     -   148,037.466   584,015.355   MT  0.99995342   -0 08 36.5
 DN7365;SPC WI C     -   485,686.25  1,916,057.04   sFT  0.99995342   -0 08 36.5
 DN7365;UTM  15      - 5,005,127.713   719,785.303   MT  1.00019399   +1 59 02.5
 DN7365
 DN7365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7365!SPC WI C     -   0.99993352  x   0.99995342  =   0.99988695
 DN7365!UTM  15      -   0.99993352  x   1.00019399  =   1.00012750
 DN7365
 DN7365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1978505127(NAD 83)
 DN7365
 DN7365                          SUPERSEDED SURVEY CONTROL
 DN7365
 DN7365  NAD 83(2007)-  45 09 55.37023(N)    090 12 11.97332(W) AD(2002.00) 1
 DN7365  ELLIP H (04/06/12)  424.053  (m)                       GP(2002.00) 1 1
 DN7365
 DN7365.Superseded values are not recommended for survey control.
 DN7365
 DN7365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7365.See file dsdata.pdf to determine how the superseded data were derived.
 DN7365
 DN7365_MARKER: DD = SURVEY DISK
 DN7365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7365_STAMPING: BROWNING E GPS 2006
 DN7365_MARK LOGO: WIDT
 DN7365_PROJECTION: FLUSH
 DN7365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7365+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2009
 DN7365
 DN7365  HISTORY     - Date     Condition        Report By
 DN7365  HISTORY     - 2005     MONUMENTED       WIDT
 DN7365  HISTORY     - 20090819 GOOD             WIDT
 DN7365
 DN7365                          STATION DESCRIPTION
 DN7365
 DN7365'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN7365'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DN7365'HIGHWAY C SOUTH APPROXIMATELY 7.4 MI (11.9 KM) EAST OF THE CITY OF
 DN7365'MEDFORD, GO WEST ON STATE HIGHWAY 64 FOR 1.1 MI (1.8 KM) TO LEKIE
 DN7365'DRIVE RIGHT.  TURN RIGHT AND GO NORTH ON LEKIE DRIVE FOR 1.4 MI (2.3
 DN7365'KM) TO CENTER AVENUE.  TURN RIGHT AND GO EAST ON CENTER AVENUE FOR 0.3
 DN7365'MI (0.5 KM) TO THE STATION ON THE LEFT.
 DN7365'
 DN7365'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7365'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN7365'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7365'GROUND AND APPROXIMATELY 0.7 M (2.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7365'THE STATION IS 9.4 M (30.8 FT) NORTH OF THE CENTERLINE OF CENTER
 DN7365'AVENUE, 74.5 M (244.4 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 71.9
 DN7365'M (235.9 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT)
 DN7365'SOUTH OF A CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4
 DN7365'PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7365'
 DN7365'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7365'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7362 ***********************************************************************
 DN7362  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7362  DESIGNATION -  BROWNING N GPS
 DN7362  PID         -  DN7362
 DN7362  STATE/COUNTY-  WI/TAYLOR
 DN7362  COUNTRY     -  US
 DN7362  USGS QUAD   -  MEDFORD (2018)
 DN7362
 DN7362                         *CURRENT SURVEY CONTROL
 DN7362  ______________________________________________________________________
 DN7362* NAD 83(2011) POSITION- 45 12 02.36284(N) 090 15 23.92928(W)   ADJUSTED
 DN7362* NAD 83(2011) ELLIP HT-   427.582 (meters)        (04/15/13)   ADJUSTED
 DN7362* NAD 83(2011) EPOCH   -  2010.00
 DN7362* NAVD 88 ORTHO HEIGHT -   459.29  (meters)     1506.9   (feet) GPS OBS
 DN7362  ______________________________________________________________________
 DN7362  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7362  GEOID HEIGHT    -        -31.706 (meters)                     GEOID12A
 DN7362  GEOID HEIGHT    -        -31.710 (meters)                     GEOID18
 DN7362  NAD 83(2011) X  -    -20,166.333 (meters)                     COMP
 DN7362  NAD 83(2011) Y  - -4,502,051.158 (meters)                     COMP
 DN7362  NAD 83(2011) Z  -  4,503,392.430 (meters)                     COMP
 DN7362  LAPLACE CORR    -         -6.28  (seconds)                    DEFLEC18
 DN7362
 DN7362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7362  Standards:
 DN7362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7362  -------------------------------------------------------------------
 DN7362  NETWORK    0.83   1.63           0.37   0.30   0.83      0.21614333
 DN7362  -------------------------------------------------------------------
 DN7362  Click here for local accuracies and other accuracy information.
 DN7362
 DN7362.The horizontal coordinates were established by GPS observations
 DN7362.and adjusted by the National Geodetic Survey in April 2013.
 DN7362
 DN7362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7362.been affixed to the stable North American tectonic plate. See 
 DN7362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7362
 DN7362.The horizontal coordinates are valid at the epoch date displayed above
 DN7362.which is a decimal equivalence of Year/Month/Day.
 DN7362
 DN7362.The orthometric height was determined by GPS observations and a
 DN7362.high-resolution geoid model using precise GPS observation and
 DN7362.processing techniques.
 DN7362
 DN7362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7362.GEOID18 height accuracy estimate available here.
 DN7362
 DN7362.Click photographs - Photos may exist for this station.
 DN7362
 DN7362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7362
 DN7362.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7362
 DN7362.The ellipsoidal height was determined by GPS observations
 DN7362.and is referenced to NAD 83.
 DN7362
 DN7362. The following values were computed from the NAD 83(2011) position.
 DN7362
 DN7362;                    North         East     Units Scale Factor Converg.
 DN7362;SPC WI C     -   151,969.528   579,835.856   MT  0.99995672   -0 10 51.9
 DN7362;SPC WI C     -   498,586.69  1,902,344.80   sFT  0.99995672   -0 10 51.9
 DN7362;UTM  15      - 5,008,902.730   715,461.698   MT  1.00017085   +1 56 50.5
 DN7362
 DN7362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7362!SPC WI C     -   0.99993297  x   0.99995672  =   0.99988969
 DN7362!UTM  15      -   0.99993297  x   1.00017085  =   1.00010381
 DN7362
 DN7362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1546108902(NAD 83)
 DN7362
 DN7362                          SUPERSEDED SURVEY CONTROL
 DN7362
 DN7362  NAD 83(2007)-  45 12 02.36304(N)    090 15 23.92979(W) AD(2002.00) 1
 DN7362  ELLIP H (04/06/12)  427.610  (m)                       GP(2002.00) 1 1
 DN7362
 DN7362.Superseded values are not recommended for survey control.
 DN7362
 DN7362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7362.See file dsdata.pdf to determine how the superseded data were derived.
 DN7362
 DN7362_MARKER: DD = SURVEY DISK
 DN7362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7362_STAMPING: BROWNING N GPS 1994
 DN7362_MARK LOGO: WI-119
 DN7362_PROJECTION: FLUSH
 DN7362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7362+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2009
 DN7362
 DN7362  HISTORY     - Date     Condition        Report By
 DN7362  HISTORY     - 1994     MONUMENTED       WI-119
 DN7362  HISTORY     - 20090824 GOOD             WIDT
 DN7362
 DN7362                          STATION DESCRIPTION
 DN7362
 DN7362'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN7362'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN7362'HIGHWAY M EAST APPROXIMATELY 5.7 MI (9.2 KM) NORTH OF THE CITY OF
 DN7362'MEDFORD, GO EAST ON COUNTY HIGHWAY M FOR 3.1 MI (5.0 KM) TO WELLINGTON
 DN7362'LAKE DRIVE LEFT AND DUMS DRIVE RIGHT.  TURN RIGHT AND GO SOUTH ON DUMS
 DN7362'DRIVE FOR 1.5 MI (2.4 KM) TO FREY LANE.  TURN RIGHT AND GO WEST ON
 DN7362'FREY LANE FOR 0.31 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DN7362'
 DN7362'THE STATION IS A BRONZE TAYLOR COUNTY GEODETIC CONTROL MARKER DISK SET
 DN7362'IN THE TOP OF A 35 CM (14 INCH) DIAMETER CONCRETE POST, LEVEL WITH THE
 DN7362'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7362'THE STATION IS 6.2 M (20.3 FT) NORTH OF THE CENTERLINE OF FREY LANE,
 DN7362'1.70 MI (2.7 KM) EAST OF ORIOLE DRIVE, 0.09 MI (0.1 KM) EAST OF A
 DN7362'PRIVATE ENTRANCE WITH FIRE NUMBER -W4163-, 0.09 MI (0.1 KM) WEST OF A
 DN7362'PRIVATE ENTRANCE WITH FIRE NUMBER -W4081-, 55.5 M (182.1 FT)
 DN7362'EAST-NORTHEAST OF A POWER POLE, 45.5 M (149.3 FT) WEST-NORTHWEST OF A
 DN7362'POWER POLE, 4.5 M (14.8 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND
 DN7362'1.0 M (3.3 FT) EAST AND 1.0 M (3.3 FT) WEST OF TWO ORANGE 4X4 PLASTIC
 DN7362'GUARD POSTS.
 DN7362'
 DN7362'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7362'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7364 ***********************************************************************
 DN7364  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7364  DESIGNATION -  BROWNING W GPS
 DN7364  PID         -  DN7364
 DN7364  STATE/COUNTY-  WI/TAYLOR
 DN7364  COUNTRY     -  US
 DN7364  USGS QUAD   -  MEDFORD (2018)
 DN7364
 DN7364                         *CURRENT SURVEY CONTROL
 DN7364  ______________________________________________________________________
 DN7364* NAD 83(2011) POSITION- 45 09 12.18379(N) 090 16 11.44092(W)   ADJUSTED
 DN7364* NAD 83(2011) ELLIP HT-   418.591 (meters)        (04/15/13)   ADJUSTED
 DN7364* NAD 83(2011) EPOCH   -  2010.00
 DN7364* NAVD 88 ORTHO HEIGHT -   450.51  (meters)     1478.0   (feet) GPS OBS
 DN7364  ______________________________________________________________________
 DN7364  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7364  GEOID HEIGHT    -        -31.913 (meters)                     GEOID12A
 DN7364  GEOID HEIGHT    -        -31.920 (meters)                     GEOID18
 DN7364  NAD 83(2011) X  -    -21,220.869 (meters)                     COMP
 DN7364  NAD 83(2011) Y  - -4,505,766.563 (meters)                     COMP
 DN7364  NAD 83(2011) Z  -  4,499,682.460 (meters)                     COMP
 DN7364  LAPLACE CORR    -         -6.51  (seconds)                    DEFLEC18
 DN7364
 DN7364  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7364  Standards:
 DN7364         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7364            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7364  -------------------------------------------------------------------
 DN7364  NETWORK    0.68   1.25           0.30   0.25   0.64      0.13845725
 DN7364  -------------------------------------------------------------------
 DN7364  Click here for local accuracies and other accuracy information.
 DN7364
 DN7364.The horizontal coordinates were established by GPS observations
 DN7364.and adjusted by the National Geodetic Survey in April 2013.
 DN7364
 DN7364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7364.been affixed to the stable North American tectonic plate. See 
 DN7364.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7364
 DN7364.The horizontal coordinates are valid at the epoch date displayed above
 DN7364.which is a decimal equivalence of Year/Month/Day.
 DN7364
 DN7364.The orthometric height was determined by GPS observations and a
 DN7364.high-resolution geoid model using precise GPS observation and
 DN7364.processing techniques.
 DN7364
 DN7364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7364.GEOID18 height accuracy estimate available here.
 DN7364
 DN7364.Click photographs - Photos may exist for this station.
 DN7364
 DN7364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7364
 DN7364.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7364
 DN7364.The ellipsoidal height was determined by GPS observations
 DN7364.and is referenced to NAD 83.
 DN7364
 DN7364. The following values were computed from the NAD 83(2011) position.
 DN7364
 DN7364;                    North         East     Units Scale Factor Converg.
 DN7364;SPC WI C     -   146,719.577   578,781.492   MT  0.99995239   -0 11 25.4
 DN7364;SPC WI C     -   481,362.48  1,898,885.61   sFT  0.99995239   -0 11 25.4
 DN7364;UTM  15      - 5,003,616.123   714,602.786   MT  1.00016631   +1 56 11.1
 DN7364
 DN7364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7364!SPC WI C     -   0.99993438  x   0.99995239  =   0.99988677
 DN7364!UTM  15      -   0.99993438  x   1.00016631  =   1.00010068
 DN7364
 DN7364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1460203616(NAD 83)
 DN7364
 DN7364                          SUPERSEDED SURVEY CONTROL
 DN7364
 DN7364  NAD 83(2007)-  45 09 12.18398(N)    090 16 11.44151(W) AD(2002.00) 1
 DN7364  ELLIP H (04/06/12)  418.619  (m)                       GP(2002.00) 1 1
 DN7364
 DN7364.Superseded values are not recommended for survey control.
 DN7364
 DN7364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7364.See file dsdata.pdf to determine how the superseded data were derived.
 DN7364
 DN7364_MARKER: DD = SURVEY DISK
 DN7364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7364_STAMPING: BROWNING W GPS 2006
 DN7364_MARK LOGO: WIDT
 DN7364_PROJECTION: FLUSH
 DN7364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7364+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2009
 DN7364
 DN7364  HISTORY     - Date     Condition        Report By
 DN7364  HISTORY     - 2005     MONUMENTED       WIDT
 DN7364  HISTORY     - 20090819 GOOD             WIDT
 DN7364
 DN7364                          STATION DESCRIPTION
 DN7364
 DN7364'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN7364'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (EIGHTH
 DN7364'STREET) WITH STATE HIGHWAY 64 (BROADWAY AVENUE) ON THE EAST SIDE OF
 DN7364'THE CITY OF MEDFORD, GO EAST ON STATE HIGHWAY 64 FOR 3.1 MI (5.0 KM)
 DN7364'TO BIZER DRIVE LEFT.  TURN LEFT AND GO NORTH ON BIZER DRIVE FOR 0.72
 DN7364'MI (1.2 KM) TO THE STATION ON THE RIGHT.
 DN7364'
 DN7364'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7364'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN7364'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7364'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7364'THE STATION IS 9.5 M (31.2 FT) EAST OF THE CENTERLINE OF BIZER DRIVE,
 DN7364'94 M (308.4 FT) NORTH OF A FIELD ENTRANCE, 19.1 M (62.7 FT) NORTHEAST
 DN7364'OF A -SLOW CHILDREN AT PLAY- METAL SIGN POST, 5.8 M (19.0 FT)
 DN7364'NORTH-NORTHWEST OF POWER POLE -8- AND IS 1 M (3.3 FT) FROM THREE
 DN7364'ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7364'
 DN7364'NOTE-CURRENTLY, THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DN7364'HIGHER THAN 15 DEGREES ABOVE THE HORIZON, BUT SPRUCE PLANTINGS EAST OF
 DN7364'THE STATION MAY RESULT IN SIGNIFICANT OBSTRUCTION IN THE FUTURE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0260 ***********************************************************************
 QN0260  DESIGNATION -  BROWNLEE
 QN0260  PID         -  QN0260
 QN0260  STATE/COUNTY-  WI/WASHBURN
 QN0260  COUNTRY     -  US
 QN0260  USGS QUAD   -  BEAN LAKE (2019)
 QN0260
 QN0260                         *CURRENT SURVEY CONTROL
 QN0260  ______________________________________________________________________
 QN0260* NAD 83(1996) POSITION- 45 55 56.30427(N) 091 33 13.91991(W)   ADJUSTED
 QN0260* NAVD 88 ORTHO HEIGHT -   377.018 (meters)     1236.93  (feet) POSTED
 QN0260  ______________________________________________________________________
 QN0260  GEOID HEIGHT    -        -29.047 (meters)                     GEOID18
 QN0260  LAPLACE CORR    -         -5.70  (seconds)                    DEFLEC18
 QN0260  DYNAMIC HEIGHT  -        377.01  (meters)     1236.9   (feet) COMP
 QN0260  MODELED GRAVITY -    980,587.0   (mgal)                       NAVD 88
 QN0260
 QN0260  HORZ ORDER      -  FIRST
 QN0260  VERT ORDER      -  * POSTED, SEE BELOW
 QN0260
 QN0260.The horizontal coordinates were established by classical geodetic methods
 QN0260.and adjusted by the National Geodetic Survey in March 1999.
 QN0260
 QN0260.The orthometric height was determined by differential leveling
 QN0260.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QN0260
 QN0260.* This is a POSTED BENCH MARK height.
 QN0260
 QN0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0260.GEOID18 height accuracy estimate available here.
 QN0260
 QN0260.Click photographs - Photos may exist for this station.
 QN0260
 QN0260.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0260
 QN0260.The dynamic height is computed by dividing the NAVD 88
 QN0260.geopotential number by the normal gravity value computed on the
 QN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0260.degrees latitude (g = 980.6199 gals.).
 QN0260
 QN0260.The modeled gravity was interpolated from observed gravity values.
 QN0260
 QN0260. The following values were computed from the NAD 83(1996) position.
 QN0260
 QN0260;                    North         East     Units Scale Factor Converg.
 QN0260;SPC WI N     -    86,274.815   479,498.923   MT  0.99995375   -1 07 15.3
 QN0260;SPC WI N     -   283,053.29  1,573,156.05   sFT  0.99995375   -1 07 15.3
 QN0260;UTM  15      - 5,087,543.062   612,113.558   MT  0.99975452   +1 02 21.1
 QN0260
 QN0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0260!SPC WI N     -   0.99994545  x   0.99995375  =   0.99989920
 QN0260!UTM  15      -   0.99994545  x   0.99975452  =   0.99969999
 QN0260
 QN0260:                Primary Azimuth Mark                     Grid Az
 QN0260:SPC WI N     -  TREE                                     187 32 55.2
 QN0260:UTM  15      -  TREE                                     185 23 18.8
 QN0260
 QN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1211387543(NAD 83)
 QN0260
 QN0260|---------------------------------------------------------------------|
 QN0260| PID    Reference Object                     Distance      Geod. Az  |
 QN0260|                                                           dddmmss.s |
 QN0260| CJ4332 BROWNLEE RM                          26.550 METERS 16140     |
 QN0260| QN0261 TREE                                APPROX. 0.5 KM 1862539.9 |
 QN0260|---------------------------------------------------------------------|
 QN0260
 QN0260                          SUPERSEDED SURVEY CONTROL
 QN0260
 QN0260  NAD 83(1991)-  45 55 56.30319(N)    091 33 13.91974(W) AD(       ) 1
 QN0260  NAD 83(1986)-  45 55 56.30131(N)    091 33 13.91253(W) AD(       ) 1
 QN0260  NAD 27      -  45 55 56.48000(N)    091 33 13.30300(W) AD(       ) 1
 QN0260  USSD        -  45 55 56.87300(N)    091 33 13.01700(W) AD(       ) 3
 QN0260  NGVD 29 (??/??/92)  377.040  (m)         1237.01   (f) ADJ UNCH    1 2
 QN0260  NGVD 29             377.04   (m)         1237.0    (f) LEVELING    3  
 QN0260
 QN0260.Superseded values are not recommended for survey control.
 QN0260
 QN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0260.See file dsdata.pdf to determine how the superseded data were derived.
 QN0260
 QN0260_MARKER: DS = TRIANGULATION STATION DISK
 QN0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0260_STAMPING: BROWNLEE 1921
 QN0260_MARK LOGO: CGS
 QN0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0260+STABILITY: SURFACE MOTION
 QN0260
 QN0260  HISTORY     - Date     Condition        Report By
 QN0260  HISTORY     - 1921     MONUMENTED       CGS
 QN0260  HISTORY     - 1922     GOOD             CGS
 QN0260  HISTORY     - 1928     GOOD             CGS
 QN0260  HISTORY     - 1934     GOOD             CGS
 QN0260  HISTORY     - 1952     GOOD             CGS
 QN0260
 QN0260                          STATION DESCRIPTION
 QN0260
 QN0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0260'STATION IS LOCATED ABOUT 1/4 MILE S OF FLAG STOP BROWNLEE, ON
 QN0260'THE E SIDE OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0260'STE. MARIE RAILWAY, ON THE EXTENSION OF THE W RAIL FROM THE N
 QN0260'AND NEAR THE APEX ON THE HIGH BANK ON THE E SIDE OF THE TRACK,
 QN0260'ABOUT 7 FEET FROM THE RAILWAY PROPERTY LINE.  DISTANCE TO E RAIL
 QN0260'103.3 FEET MEASURED AT A 10 DEG ANGLE.
 QN0260'
 QN0260'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0260'DISKS SET IN CONCRETE.
 QN0260'
 QN0260'REFERENCE MARK IS ON THE APEX OF THE CUT S OF STATION.
 QN0260
 QN0260                          STATION RECOVERY (1922)
 QN0260
 QN0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QN0260'6.2 MI S FROM STANBERY.
 QN0260'6.2 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0260'MARIE RAILROAD FROM STANBERY, WASHBURN COUNTY, 1/4 MILE SOUTH
 QN0260'OF BROWNLEE, NEAR THE SUMMIT OF THE BANK ON THE EAST SIDE OF A
 QN0260'CUT, IN LINE WITH WEST RAIL OF THE NORTH TANGENT, 103.3 FEET
 QN0260'(SLOPE DISTANCE) FROM THE EAST RAIL, AND 7 FEET FROM THE
 QN0260'RIGHT-OF-WAY LINE.  A STANDARD TRIANGULATION-STATION DISK,
 QN0260'STAMPED BROWNLEE 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0260
 QN0260                          STATION RECOVERY (1928)
 QN0260
 QN0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 QN0260'DESCRIPTION ADEQUATE.  MARK IN GOOD CONDITION.
 QN0260
 QN0260                          STATION RECOVERY (1934)
 QN0260
 QN0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0260'RECOVERED IN GOOD CONDITION.
 QN0260
 QN0260                          STATION RECOVERY (1952)
 QN0260
 QN0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0260'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QN0260'IT IS ON THE N SLOPE OF THE HILL AND ABOUT 7 FEET W OF THE E
 QN0260'RIGHT-OF-WAY FENCE LINE.  THE REFERENCE MARK WAS NOT LOCATED
 QN0260'THERE IS NO FLAG ATOP BROWNLEE NOW.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1371 ***********************************************************************
 OM1371  DESIGNATION -  BROWNSVILLE GPS
 OM1371  PID         -  OM1371
 OM1371  STATE/COUNTY-  WI/DODGE
 OM1371  COUNTRY     -  US
 OM1371  USGS QUAD   -  BYRON (2018)
 OM1371
 OM1371                         *CURRENT SURVEY CONTROL
 OM1371  ______________________________________________________________________
 OM1371* NAD 83(2011) POSITION- 43 37 37.91606(N) 088 28 36.77677(W)   ADJUSTED
 OM1371* NAD 83(2011) ELLIP HT-   283.169 (meters)        (06/27/12)   ADJUSTED
 OM1371* NAD 83(2011) EPOCH   -  2010.00
 OM1371* NAVD 88 ORTHO HEIGHT -   318.568 (meters)     1045.17  (feet) ADJUSTED
 OM1371  ______________________________________________________________________
 OM1371  GEOID HEIGHT    -        -35.407 (meters)                     GEOID18
 OM1371  NAD 83(2011) X  -    122,916.754 (meters)                     COMP
 OM1371  NAD 83(2011) Y  - -4,622,724.047 (meters)                     COMP
 OM1371  NAD 83(2011) Z  -  4,378,397.522 (meters)                     COMP
 OM1371  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 OM1371  DYNAMIC HEIGHT  -        318.497 (meters)     1044.94  (feet) COMP
 OM1371  MODELED GRAVITY -    980,385.5   (mgal)                       NAVD 88
 OM1371  OBS GRAVITY     -    980,382.5   (mgal)                       GRAV_OBS
 OM1371
 OM1371  VERT ORDER      -  SECOND    CLASS I
 OM1371
 OM1371  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1371  Standards:
 OM1371         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1371            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1371  -------------------------------------------------------------------
 OM1371  NETWORK    0.34   0.41           0.16   0.11   0.21     -0.03820376
 OM1371  -------------------------------------------------------------------
 OM1371  Click here for local accuracies and other accuracy information.
 OM1371
 OM1371.The horizontal coordinates were established by GPS observations
 OM1371.and adjusted by the National Geodetic Survey in June 2012.
 OM1371
 OM1371.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1371.been affixed to the stable North American tectonic plate. See 
 OM1371.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1371
 OM1371.The horizontal coordinates are valid at the epoch date displayed above
 OM1371.which is a decimal equivalence of Year/Month/Day.
 OM1371
 OM1371.The orthometric height was determined by differential leveling and
 OM1371.adjusted by the WI DEPT OF TRANSP
 OM1371.in May 2012.
 OM1371
 OM1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1371.GEOID18 height accuracy estimate available here.
 OM1371
 OM1371.Click photographs - Photos may exist for this station.
 OM1371
 OM1371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1371
 OM1371.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1371
 OM1371.The ellipsoidal height was determined by GPS observations
 OM1371.and is referenced to NAD 83.
 OM1371
 OM1371.The dynamic height is computed by dividing the NAVD 88
 OM1371.geopotential number by the normal gravity value computed on the
 OM1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1371.degrees latitude (g = 980.6199 gals.).
 OM1371
 OM1371.The modeled gravity was interpolated from observed gravity values.
 OM1371
 OM1371.The observed gravity was obtained from relative gravimeter ties
 OM1371.to the IGSN71 gravity network.
 OM1371
 OM1371. The following values were computed from the NAD 83(2011) position.
 OM1371
 OM1371;                    North         East     Units Scale Factor Converg.
 OM1371;SPC WI S     -   181,889.881   722,911.610   MT  0.99994031   +1 02 47.5
 OM1371;SPC WI S     -   596,750.38  2,371,752.51   sFT  0.99994031   +1 02 47.5
 OM1371;UTM  16      - 4,831,527.627   380,852.724   MT  0.99977461   -1 01 08.8
 OM1371
 OM1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1371!SPC WI S     -   0.99995560  x   0.99994031  =   0.99989591
 OM1371!UTM  16      -   0.99995560  x   0.99977461  =   0.99973022
 OM1371
 OM1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8085231527(NAD 83)
 OM1371
 OM1371                          SUPERSEDED SURVEY CONTROL
 OM1371
 OM1371  NAD 83(2007)-  43 37 37.91608(N)    088 28 36.77761(W) AD(2002.00) 0
 OM1371  ELLIP H (02/10/07)  283.205  (m)                       GP(2002.00)    
 OM1371  ELLIP H (11/17/00)  283.212  (m)                       GP(       ) 3 2
 OM1371  NAD 83(1997)-  43 37 37.91601(N)    088 28 36.77772(W) AD(       ) 1
 OM1371  ELLIP H (07/06/00)  283.212  (m)                       GP(       ) 2 1
 OM1371  NAVD 88             318.54   (m)         1045.1    (f) LEVELING    3  
 OM1371  NAVD 88 (04/20/07)  318.540  (m)         1045.08   (f) SUPERSEDED  2 1
 OM1371  NAVD 88 (10/20/00)  318.523  (m)         1045.02   (f) SUPERSEDED  2 1
 OM1371  NAVD 88 (07/06/00)  318.5    (m)  GEOID99  model used  GPS OBS        
 OM1371
 OM1371.Superseded values are not recommended for survey control.
 OM1371
 OM1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1371.See file dsdata.pdf to determine how the superseded data were derived.
 OM1371
 OM1371_MARKER: DD = SURVEY DISK
 OM1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1371_STAMPING: BROWNSVILLE GPS 1992
 OM1371_MARK LOGO: WI-027
 OM1371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1371+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 OM1371
 OM1371  HISTORY     - Date     Condition        Report By
 OM1371  HISTORY     - 1992     MONUMENTED       WI-027
 OM1371  HISTORY     - 19931122 GOOD             WIDT
 OM1371  HISTORY     - 19990817 GOOD             WIDT
 OM1371  HISTORY     - 20020805 GOOD             WIDT
 OM1371  HISTORY     - 20030806 GOOD             USPSQD
 OM1371  HISTORY     - 20040720 GOOD             WIDT
 OM1371  HISTORY     - 20060924 GOOD             USPSQD
 OM1371
 OM1371                          STATION DESCRIPTION
 OM1371
 OM1371'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1371'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1371'DODGE COUNTY GRID REFERENCE A15, ABOUT 4.8 KM (3.00 MI) NORTHWEST OF
 OM1371'LOMIRA, 0.6 KM (0.35 MI) SOUTH OF THE DODGE-FOND DU LAC COUNTY LINE,
 OM1371'IN THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 04, T13N,
 OM1371'R17E, IN A CUT SECTION ON HIGHWAY RIGHT-OF-WAY. CONTACT DODGE COUNTY
 OM1371'SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1371'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 175 AND
 OM1371'CENTER DRIVE, GO WEST ON CENTER DRIVE FOR 2.17 KM (1.35 MI) TO THE
 OM1371'STATION ON THE LEFT.
 OM1371'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1371'FLUSH WITH THE GROUND.  IT IS 8.5 M (27.9 FT) SOUTH FROM THE CENTER
 OM1371'OF CENTER DRIVE AND 0.6 M (2.0 FT) NORTH FROM A WHITE PLASTIC T-POST.
 OM1371
 OM1371                          STATION RECOVERY (1999)
 OM1371
 OM1371'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1371'THE STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) SOUTH-SOUTHWEST OF
 OM1371'FOND DU LAC, AND 4.8 KM (3.00 MI) NORTHWEST OF LOMIRA. OWNERSHIP-TOWN
 OM1371'OF LOMIRA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49
 OM1371'WITH US HIGHWAY 41 ABOUT 3.2 KM (2.00 MI) NORTH-NORTHEAST OF THE
 OM1371'VILLAGE OF LOMIRA, GO WEST ON STATE HIGHWAY 49 FOR 3.46 KM (2.15 MI)
 OM1371'TO CENTER DRIVE, TURN RIGHT AND GO NORTH ON CENTER DRIVE FOR 1.53 KM
 OM1371'(0.95 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE DODGE
 OM1371'COUNTY GPS NETWORK CONTROL STATION DISK STAMPED --BROWNSVILLE GPS
 OM1371'1992-- AND SET IN THE TOP OF A 45 CM (18-INCH) DIAMETER CONCRETE POST
 OM1371'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 OM1371'STATION IS 8.2 M (26.9 FT) SOUTH OF THE CENTERLINE OF CENTER DRIVE,
 OM1371'320 M (1049.9 FT) WEST OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 OM1371'--W1538--, 28.6 M (93.8 FT) SOUTHWEST OF POWER POLE --67 24480 30-7--,
 OM1371'14.7 M (48.2 FT) SOUTH-SOUTHEAST OF WOOD POST FOR --LEFT TURN-- AND --
 OM1371'15 MPH-- SIGNS, 3 M (9.8 FT) NORTH OF CULTIVATED FIELD, AND 0.5 M (1.6
 OM1371'FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 OM1371'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 OM1371'HORIZON.
 OM1371
 OM1371                          STATION RECOVERY (2002)
 OM1371
 OM1371'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 OM1371'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, PLASTIC GUARD
 OM1371'POSTS.
 OM1371
 OM1371                          STATION RECOVERY (2003)
 OM1371
 OM1371'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1371'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 19 M SOUTH OF
 OM1371'POWER POLE NUMBERED --02-08904 40-5-- AND IN THE CENTER OF A TRIANGLE
 OM1371'FORMED BY THREE 4X4 ORANGE PLASTIC GUARD POSTS.  THERE IS NO WHITE
 OM1371'PLASTIC WITNESS POST PRESENT.
 OM1371
 OM1371                          STATION RECOVERY (2004)
 OM1371
 OM1371'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1371'RECOVERED IN GOOD CONDITION EXCEPT THE STATION IS SOUTH-SOUTHWEST (NOT
 OM1371'SOUTH-SOUTHEAST) OF A WOOD POST FOR --LEFT TURN-- AND --15 MPH--
 OM1371'SIGNS.  OBSTRUCTION- UTILITY POLE IN THE NORTH QUADRANT RISING TO
 OM1371'APPROXIMATELY 20 DEGREES ABOVE THE HORIZON.
 OM1371
 OM1371                          STATION RECOVERY (2006)
 OM1371
 OM1371'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5003 ***********************************************************************
 DH5003  DESIGNATION -  BROWNTOWN GPS
 DH5003  PID         -  DH5003
 DH5003  STATE/COUNTY-  WI/GREEN
 DH5003  COUNTRY     -  US
 DH5003  USGS QUAD   -  MONROE (2018)
 DH5003
 DH5003                         *CURRENT SURVEY CONTROL
 DH5003  ______________________________________________________________________
 DH5003* NAD 83(2011) POSITION- 42 35 20.53438(N) 089 43 14.30966(W)   ADJUSTED
 DH5003* NAD 83(2011) ELLIP HT-   283.376 (meters)        (06/27/12)   ADJUSTED
 DH5003* NAD 83(2011) EPOCH   -  2010.00
 DH5003* NAVD 88 ORTHO HEIGHT -   316.990 (meters)     1039.99  (feet) ADJUSTED
 DH5003  ______________________________________________________________________
 DH5003  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 DH5003  NAD 83(2011) X  -     22,931.306 (meters)                     COMP
 DH5003  NAD 83(2011) Y  - -4,703,121.519 (meters)                     COMP
 DH5003  NAD 83(2011) Z  -  4,294,193.429 (meters)                     COMP
 DH5003  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 DH5003  DYNAMIC HEIGHT  -        316.891 (meters)     1039.67  (feet) COMP
 DH5003  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 DH5003
 DH5003  VERT ORDER      -  SECOND    CLASS I
 DH5003
 DH5003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5003  Standards:
 DH5003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5003  -------------------------------------------------------------------
 DH5003  NETWORK    0.32   0.51           0.14   0.12   0.26      0.01302076
 DH5003  -------------------------------------------------------------------
 DH5003  Click here for local accuracies and other accuracy information.
 DH5003
 DH5003.The horizontal coordinates were established by GPS observations
 DH5003.and adjusted by the National Geodetic Survey in June 2012.
 DH5003
 DH5003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5003.been affixed to the stable North American tectonic plate. See 
 DH5003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5003
 DH5003.The horizontal coordinates are valid at the epoch date displayed above
 DH5003.which is a decimal equivalence of Year/Month/Day.
 DH5003
 DH5003.The orthometric height was determined by differential leveling and
 DH5003.adjusted by the WI DEPT OF TRANSP
 DH5003.in May 2012.
 DH5003
 DH5003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5003.GEOID18 height accuracy estimate available here.
 DH5003
 DH5003.Click photographs - Photos may exist for this station.
 DH5003
 DH5003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5003
 DH5003.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5003
 DH5003.The ellipsoidal height was determined by GPS observations
 DH5003.and is referenced to NAD 83.
 DH5003
 DH5003.The dynamic height is computed by dividing the NAVD 88
 DH5003.geopotential number by the normal gravity value computed on the
 DH5003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5003.degrees latitude (g = 980.6199 gals.).
 DH5003
 DH5003.The modeled gravity was interpolated from observed gravity values.
 DH5003
 DH5003. The following values were computed from the NAD 83(2011) position.
 DH5003
 DH5003;                    North         East     Units Scale Factor Converg.
 DH5003;SPC WI S     -    65,476.051   622,931.075   MT  1.00003222   +0 11 31.0
 DH5003;SPC WI S     -   214,816.01  2,043,733.04   sFT  1.00003222   +0 11 31.0
 DH5003;UTM  16      - 4,718,767.877   276,765.645   MT  1.00021315   -1 50 30.9
 DH5003
 DH5003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5003!SPC WI S     -   0.99995556  x   1.00003222  =   0.99998778
 DH5003!UTM  16      -   0.99995556  x   1.00021315  =   1.00016870
 DH5003
 DH5003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7676518767(NAD 83)
 DH5003
 DH5003                          SUPERSEDED SURVEY CONTROL
 DH5003
 DH5003  NAD 83(2007)-  42 35 20.53441(N)    089 43 14.31056(W) AD(2002.00) 0
 DH5003  ELLIP H (02/10/07)  283.404  (m)                       GP(2002.00)    
 DH5003  NAD 83(1997)-  42 35 20.53421(N)    089 43 14.31084(W) AD(       ) 1
 DH5003  ELLIP H (08/01/05)  283.419  (m)                       GP(       ) 2 1
 DH5003  NAVD 88             316.98   (m)         1040.0    (f) LEVELING    3  
 DH5003  NAVD 88 (04/20/07)  316.976  (m)         1039.95   (f) SUPERSEDED  2 1
 DH5003
 DH5003.Superseded values are not recommended for survey control.
 DH5003
 DH5003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5003.See file dsdata.pdf to determine how the superseded data were derived.
 DH5003
 DH5003_MARKER: DD = SURVEY DISK
 DH5003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5003_STAMPING: BROWNTOWN GPS 2004
 DH5003_MARK LOGO: WIDT
 DH5003_PROJECTION: FLUSH
 DH5003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5003+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2009
 DH5003
 DH5003  HISTORY     - Date     Condition        Report By
 DH5003  HISTORY     - 200306   MONUMENTED       WIDT
 DH5003  HISTORY     - 20051227 GOOD             WIDT
 DH5003  HISTORY     - 20070918 GOOD             WIDT
 DH5003  HISTORY     - 20090901 GOOD             MCCLUR
 DH5003
 DH5003                          STATION DESCRIPTION
 DH5003
 DH5003'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5003'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5003'STATION FROM THE  JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 81
 DH5003'NORTH  AND STATE HIGHWAY 69 SOUTH  IN THE CITY OF MONROE, GO WESTERLY
 DH5003'ON STATE HIGHWAY 11 FOR 4.1 MI TO STEINER ROAD AND  THE STATION ON THE
 DH5003'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5003'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5003'A 41-CM DIAMETER  CONCRETE POST AND IS ABOUT 1.5 M ABOVE THE HIGHWAY
 DH5003'PAVEMENT.  THE STATION IS 22.5 M  NORTH OF THE CENTERLINE OF STATE
 DH5003'HIGHWAY 11, 39.7 M EAST-SOUTHEAST OF POWER POLE --1-6-1  51/39--, 36.8
 DH5003'M WEST OF THE CENTERLINE OF STEINER ROAD, 1 M SOUTH OF A CULTIVATED
 DH5003'FIELD, AND  1.0 M NORTH, SOUTHEAST AND SOUTHWEST OF THREE ORANGE 4X4
 DH5003'PLASTIC WITNESS POSTS.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH5003'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5003
 DH5003                          STATION RECOVERY (2005)
 DH5003
 DH5003'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5003'RECOVERED AS DESCRIBED.
 DH5003
 DH5003                          STATION RECOVERY (2007)
 DH5003
 DH5003'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5003'RECOVERED IN GOOD CONDITION.
 DH5003
 DH5003                          STATION RECOVERY (2009)
 DH5003
 DH5003'RECOVERY NOTE BY MCCLURE ENGINEERING 2009 (BSC)
 DH5003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0591 ***********************************************************************
 PO0591  DESIGNATION -  BRUCE
 PO0591  PID         -  PO0591
 PO0591  STATE/COUNTY-  WI/CLARK
 PO0591  COUNTRY     -  US
 PO0591  USGS QUAD   -  MERRILLAN (2018)
 PO0591
 PO0591                         *CURRENT SURVEY CONTROL
 PO0591  ______________________________________________________________________
 PO0591* NAD 83(1996) POSITION- 44 26 38.53792(N) 090 47 36.17578(W)   ADJUSTED
 PO0591* NAVD 88 ORTHO HEIGHT -   415.1   (meters)     1362.    (feet) VERTCON3
 PO0591  ______________________________________________________________________
 PO0591  GEOID HEIGHT    -        -32.820 (meters)                     GEOID18
 PO0591  LAPLACE CORR    -         -6.41  (seconds)                    DEFLEC18
 PO0591  HORZ ORDER      -  FIRST
 PO0591
 PO0591.The horizontal coordinates were established by classical geodetic methods
 PO0591.and adjusted by the National Geodetic Survey in March 1999.
 PO0591
 PO0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0591
 PO0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0591.GEOID18 height accuracy estimate available here.
 PO0591
 PO0591.Click photographs - Photos may exist for this station.
 PO0591
 PO0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0591
 PO0591. The following values were computed from the NAD 83(1996) position.
 PO0591
 PO0591;                    North         East     Units Scale Factor Converg.
 PO0591;SPC WI C     -    68,168.844   536,845.304   MT  0.99996898   -0 33 35.3
 PO0591;SPC WI C     -   223,650.62  1,761,299.97   sFT  0.99996898   -0 33 35.3
 PO0591;UTM  15      - 4,923,561.290   675,589.775   MT  0.99997918   +1 32 43.8
 PO0591
 PO0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0591!SPC WI C     -   0.99994006  x   0.99996898  =   0.99990904
 PO0591!UTM  15      -   0.99994006  x   0.99997918  =   0.99991924
 PO0591
 PO0591:                Primary Azimuth Mark                     Grid Az
 PO0591:SPC WI C     -  BRUCE AZ MK                              155 32 00.1
 PO0591:UTM  15      -  BRUCE AZ MK                              153 25 41.0
 PO0591
 PO0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7558923561(NAD 83)
 PO0591
 PO0591|---------------------------------------------------------------------|
 PO0591| PID    Reference Object                     Distance      Geod. Az  |
 PO0591|                                                           dddmmss.s |
 PO0591| PO0615 NEILLSVILLE MUNICIPAL TOWER         APPROX.20.6 KM 0512447.6 |
 PO0591| PO0592 BRUCE MOUND LOOKOUT                 188.578 METERS 08444     |
 PO0591| CJ4334 BRUCE RM 1                           20.449 METERS 10307     |
 PO0591| CJ4333 BRUCE AZ MK                                        1545824.8 |
 PO0591| PO0598 BLACK RIVER FALLS MICROWAVE         APPROX. 8.8 KM 2062917.4 |
 PO0591| PO0602 ALMA CENTER MUN TANK                APPROX. 9.2 KM 2624454.1 |
 PO0591| PO0594 MERRILLAN MUNICIPAL TANK            APPROX. 3.8 KM 2814345.7 |
 PO0591| CJ4335 BRUCE RM 2                           13.542 METERS 35043     |
 PO0591|---------------------------------------------------------------------|
 PO0591
 PO0591                          SUPERSEDED SURVEY CONTROL
 PO0591
 PO0591  NAD 83(1991)-  44 26 38.53754(N)    090 47 36.17520(W) AD(       ) 1
 PO0591  NAD 83(1986)-  44 26 38.53420(N)    090 47 36.18369(W) AD(       ) 1
 PO0591  NAD 27      -  44 26 38.66600(N)    090 47 35.66600(W) AD(       ) 1
 PO0591  NGVD 29 (07/19/86)  415.1    (m)         1362.     (f) VERT ANG       
 PO0591
 PO0591.Superseded values are not recommended for survey control.
 PO0591
 PO0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0591.See file dsdata.pdf to determine how the superseded data were derived.
 PO0591
 PO0591_MARKER: DS = TRIANGULATION STATION DISK
 PO0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0591_STAMPING: BRUCE 1934
 PO0591_MARK LOGO: CGS
 PO0591_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0591+STABILITY: SURFACE MOTION
 PO0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0591+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2011
 PO0591
 PO0591  HISTORY     - Date     Condition        Report By
 PO0591  HISTORY     - 1934     MONUMENTED       CGS
 PO0591  HISTORY     - 1959     GOOD             FAS
 PO0591  HISTORY     - 1967     GOOD             USGS
 PO0591  HISTORY     - 1968     GOOD             USGS
 PO0591  HISTORY     - 1969     GOOD             CGS
 PO0591  HISTORY     - 1981     GOOD             NGS
 PO0591  HISTORY     - 20111022 GOOD             GEOCAC
 PO0591
 PO0591                          STATION DESCRIPTION
 PO0591
 PO0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0591'THIS STATION IS ABOUT 2 MILES EAST OF MERRILLAN, 11 MILES NORTH OF
 PO0591'BLACK RIVER FALLS, AND 12 MILES SOUTHWEST OF NEILLSVILLE, NEAR THE
 PO0591'CENTER OF SEC. 30, T. 23 N., R3W, ON LAND OWNED AND OCCUPIED BY
 PO0591'STANLEY KUROWSKI WHO LIVES TO THE WEST OF THE STATION, AT BASE OF
 PO0591'HILL.
 PO0591'
 PO0591'THE STATION IS ON THE WEST KNOLL OF MOUND LOCALLY KNOWN AS BRUCE
 PO0591'MOUND, ABOUT 300 YARDS WEST OF THE BRUCE MOUND LOOKOUT TOWER, AND IN
 PO0591'THE CENTER OF FOUNDATIONS OF OLD LOOKOUT TOWER.  IT PROJECTS 5 INCHES.
 PO0591'
 PO0591'TO REACH FROM MERRILLAN, FROM THE INTERSECTION OF U.S. HIGHWAY 12 AND
 PO0591'STATE HIGHWAY 95, GO EAST ON HIGHWAY 95 FOR 3.55 MILES TO DIRT SIDE
 PO0591'ROAD LEADING SOUTH, THENCE SOUTH ON THIS ROAD 0.85 MILE TO SOUTH EDGE
 PO0591'OF FIELD AND GATE.  GO THROUGH GATE AND THENCE WEST ALONG THE SOUTH
 PO0591'EDGE OF FIELD FOR ABOUT 0.25 MILE TO A CLEARING ON THE LEFT. FOLLOW
 PO0591'THIS CLEARING (C.W.A.  ROAD) SOUTH AND WEST TO ITS END (0.4 MILE).
 PO0591'THIS IS THE END OF ANY CONVEYANCE TRAVEL, ONLY A LIGHT TRUCK CAN BE
 PO0591'DRIVEN THIS FAR.  FROM THE END OF THE C.W.A. ROAD AT SADDLE, FOLLOW UP
 PO0591'DRAW ABOUT 75 YARDS ALONG DIM TRAIL, THENCE TO THE LEFT ALONG RIDGE
 PO0591'ABOUT 250 YARDS TO STATION.
 PO0591'
 PO0591'REFERENCE MARK NO. 1 IS EAST OF THE STATION, ON TOP OF RIDGE RUNNING
 PO0591'EAST FROM THE STATION, AND PROJECTS 4 INCHES.  THE DISTANCE BETWEEN
 PO0591'THE REFERENCE MARKS IS 93.50 FEET.
 PO0591'
 PO0591'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, ON THE NORTHEAST SLOPE
 PO0591'OF RIDGE RUNNING NORTH FROM THE STATION, AND PROJECTS 4 INCHES.
 PO0591'
 PO0591'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 15 FEET SOUTH OF
 PO0591'THE CENTER LINE OF ROAD, 6 INCHES NORTH OF FENCE LINE, 0.45 MILE WEST
 PO0591'OF CROSSROADS WHICH ARE 0.45 MILE SOUTH OF SOUTH EDGE OF FIELD, WHERE
 PO0591'YOU TURN TO GO TO STATION.  IT PROJECTS 10 INCHES.
 PO0591'
 PO0591'A 4-FOOT SIGNAL AT SADDLE COMES INTO VIEW AT 37 FEET.
 PO0591'
 PO0591'A 4-FOOT SIGNAL AT WINKLER IS VISIBLE FROM THE GROUND*.
 PO0591'
 PO0591'A 4-FOOT SIGNAL AT MILLS IS VISIBLE FROM THE GROUND*.
 PO0591'
 PO0591'A 47-FOOT SIGNAL AT FAIRCHILD COMES INTO VIEW AT 37 FEET.
 PO0591'
 PO0591'A 47-FOOT SIGNAL AT NEILLSVILLE IS VISIBLE FROM THE GROUND*.
 PO0591'
 PO0591'A 74-FOOT SIGNAL AT FAIR COMES INTO VIEW AT 37 FEET.
 PO0591'
 PO0591'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 PO0591'DISKS SET IN CONCRETE POSTS.
 PO0591'
 PO0591'NOTE*--WITH VERY LITTLE CLEARING WILL SEE FROM THE GROUND.
 PO0591
 PO0591                          STATION RECOVERY (1959)
 PO0591
 PO0591'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1959
 PO0591'STATION WAS FOUND IN GOOD CONDITION.  A LOOKOUT TOWER HAS
 PO0591'BEEN ERECTED OVER THE STATION MARK.  THE EXACT LOCATION OF THE
 PO0591'CENTER OF THE SQUARE STEEL TOWER IS 2.75 FEET FROM THE STATION
 PO0591'IN GRID AZIMUTH 230 DEG 24 MIN.
 PO0591
 PO0591                          STATION RECOVERY (1967)
 PO0591
 PO0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PO0591'THE STATION, R.M. 1 AND R.M. 2 WERE FOUND AS DESCRIBED.  A NEW TO
 PO0591'REACH DESCRIPTION FOLLOWS--TO REACH THE STATION FROM MERRILLAN POST
 PO0591'OFFICE, GO SOUTH 1/2 BLOCK TO JUNCTION WISC.  95, TURN LEFT AND GO 0.7
 PO0591'MILE TO A R.R. CROSSING AND A ROAD JUNCTION.  EAST OF THE CROSSING,
 PO0591'TURN LEFT ON THE GRAVEL ROAD AND GO EAST AND S.E. 1.7 MILES TO A TRAIL
 PO0591'JUNCTION AND TELEPHONE LINE LEADING EAST.  FOLLOW THE TRAIL AND
 PO0591'TELEPHONE LINE, CLIMBING TO THE CREST OF A STEEP HILL AND TO THE
 PO0591'STATION.
 PO0591'
 PO0591'THE STATION IS 2.74 FT. S.W. OF THE CENTER OF BRUCE MOUNT LOOKOUT
 PO0591'TOWER.
 PO0591'
 PO0591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 PO0591'MERRILLAN.
 PO0591
 PO0591                          STATION RECOVERY (1968)
 PO0591
 PO0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (CAS)
 PO0591'AZIMUTH MARK DESTROYED WITH CAP REMOVED.  AZIMUTH MARK FOUND
 PO0591'IN ROAD DITCH.
 PO0591'
 PO0591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 PO0591'E OF MERRILLAN.
 PO0591
 PO0591                          STATION RECOVERY (1969)
 PO0591
 PO0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 PO0591'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE FOUND IN GOOD CONDITION.
 PO0591'THE AZIMUTH MARK WAS DESTROYED ACCORDING TO A REPORT OF THE USGS.
 PO0591'THERE WERE NO OBJECTS VISIBLE AT THIS TIME TO SET A NEW AZIMUTH MARK
 PO0591'FROM.  THE DESCRIPTION IS VERY POOR AND A NEW DESCRIPTION FOLLOWS--
 PO0591'
 PO0591'THE STATION IS LOCATED ON THE WEST KNOLL OF BRUCE MOUND UNDER AND NEAR
 PO0591'THE CENTER OF THE BRUCE MOUND LOOKOUT TOWER, 8 FEET NORTHEAST OF THE
 PO0591'SOUTHWEST LEG OF THE LOOKOUT TOWER, 11 FEET SOUTHEAST OF THE NORTHWEST
 PO0591'LEG, 14 FEET SOUTHWEST OF THE NORTHEAST LEG AND 12 FEET NORTHWEST OF
 PO0591'THE SOUTHEAST LEG.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 PO0591'STAMPED BRUCE 1934.
 PO0591'
 PO0591'TO REACH THE STATION FROM THE MERRILLAN CITY HALL, GO EAST ON STATE
 PO0591'HIGHWAY 95 FOR 0.65 MILE TO A ROAD FORK AFTER CROSSING RAILROAD
 PO0591'TRACKS.  TURN RIGHT AND GO SOUTH AND SOUTHEAST ON THE GRADED ROAD FOR
 PO0591'1.75 MILES TO A HOUSE ON THE RIGHT AND TELEPHONE POLES ON THE LEFT
 PO0591'LEADING UPHILL TO LOOKOUT TOWER.  FROM THIS POINT PACK EAST AND UPHILL
 PO0591'FOR ABOUT 0.3 MILE TO THE LOOKOUT TOWER AND THE STATION.
 PO0591'
 PO0591'REFERENCE MARK NO. 1 IS 56 FEET EAST OF THE SOUTHEAST LEG OF THE
 PO0591'TOWER, 6 FEET WEST OF A 10 INCH PINE TREE, 12 FEET EAST OF A 14 INCH
 PO0591'PINE TREE AND ON THE HIGHEST POINT OF A SMALL RIDGE RUNNING EAST.  THE
 PO0591'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED BRUCE NO. 1 1934.
 PO0591'
 PO0591'REFERENCE MARK NO. 2 IS 34 FEET NORTH OF THE NORTHWEST LEG OF THE
 PO0591'TOWER, 9 FEET NORTH OF A 10 INCH OAK TREE, 6 FEET EAST OF AN 8 INCH
 PO0591'OAK TREE AND ON THE EAST SLOPE OF RIDGE RUNNING NORTHWEST.  THE
 PO0591'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BRUCE NO 2 1934.
 PO0591'
 PO0591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 PO0591'MERRILLAN.
 PO0591
 PO0591                          STATION RECOVERY (1981)
 PO0591
 PO0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0591'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 PO0591'IN GOOD CONDITION.  THE STATION APPEARS TO BE IN CLARK COUNTY, NOT
 PO0591'JACKSON COUNTY AS STATED IN THE OLD DATA.  THE DIRECTION BETWEEN THE
 PO0591'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1934 DATA BY C.A.S.
 PO0591'HOWEVER, THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.009 METER
 PO0591'SHORTER AND THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.009
 PO0591'METER LONGER THAN THE 1934 DATA.  A NEW AND COMPLETE DESCRIPTION
 PO0591'FOLLOWS.
 PO0591'
 PO0591'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) SOUTHWEST OF NEILLSVILLE,
 PO0591'17.7 KM (11 MI) NORTH OF BLACK RIVER FALLS, 3.2 KM (2 MI) EAST OF
 PO0591'MERRILLAN, ON THE WEST END OF A HILL LOCALLY KNOWN AS BRUCE MOUND,
 PO0591'UNDER THE BRUCE MOUND LOOKOUT TOWER, AND IN THE NW1/4,SEC30,T23N,R3W
 PO0591'OF DEWHURST TOWNSHIP.  OWNERSHIP--STATE OF WISCONSIN-CLARK COUNTY, MR.
 PO0591'DON KIRN, CLARK COUNTY PARKS DEPARTMENT, CLARK COUNTY COURTHOUSE,
 PO0591'PHONE NUMBER (715)  743-2490.
 PO0591'
 PO0591'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 PO0591'HIGHWAYS 27 AND 95 IN MERRILLAN, GO EAST ON STATE HIGHWAY 95 FOR 5.2
 PO0591'KM (3.2 MI) TO A PAVED ROAD ON THE RIGHT AND SIGN (BRUCE MOUND WINTER
 PO0591'SPORTS AREA).  TURN RIGHT AND GO SOUTH ON BRUCE MOUND ROAD FOR 1.1 KM
 PO0591'(0.7 MI) TO A GRAVEL ROAD ON THE RIGHT WITH A LOCKED CABLE ACROSS
 PO0591'ROAD.  TURN RIGHT AND GO WESTERLY ON THE GRAVEL ROAD FOR 0.3 KM
 PO0591'(0.2 MI) TO THE SKI LODGE.  CONTINUE WESTERLY ON A TRACK ROAD FOR 0.3
 PO0591'KM (0.2 MI) TO A SKI LIFT CROSSING AND CABLE SUPPORT POLE NUMBER 3 ON
 PO0591'THE RIGHT.  CONTINUE WEST AND NORTHWESTERLY ON THE TRACK ROAD, UPHILL
 PO0591'ON A SKI SLOPE, FOR 0.6 KM (0.35 MI) TO A SADDLE ABOUT 150 FEET WEST
 PO0591'FROM THE TOP END OF A SKI LIFT, AND THE END OF TRUCK TRAVEL.  FROM
 PO0591'HERE, PACK WESTERLY UP THE CREST OF THE RIDGE FOR ABOUT 200 YARDS TO
 PO0591'THE BRUCE MOUND LOOKOUT TOWER AND THE STATION SITE. (ABOUT A 15 MINUTE
 PO0591'PACK.)
 PO0591'
 PO0591'THE STATION IS A STANDARD CGS DISK STAMPED---BRUCE 1934---, SET INTO
 PO0591'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 3 CM
 PO0591'ABOVE THE GROUND.  IT IS LOCATED 4.97 METERS (16.3 FT) EAST-NORTHEAST
 PO0591'FROM A DOUBLE TRUNK OAK TREE, 4.33 METERS (14.2 FT) SOUTHWEST FROM THE
 PO0591'NORTHEAST LEG OF THE LOOKOUT TOWER AND 3.66 METERS (12.0 FT)
 PO0591'NORTHWEST FROM THE SOUTHEAST LEG OF THE LOOKOUT TOWER.
 PO0591'
 PO0591'THE UNDERGROUND MARK IS AS STATED IN THE 1934 DATA BY C.A.S.
 PO0591'
 PO0591'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK STAMPED
 PO0591'---BRUCE NO 1 1934---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PO0591'30 CM IN DIAMETER PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PO0591'18.26 METERS (59.9 FT) EAST-SOUTHEAST FROM THE NORTHEAST LEG OF THE
 PO0591'LOOKOUT TOWER, 3.57 METERS (11.7 FT) EAST FROM A 12-INCH PINE TREE AND
 PO0591'1.80 METERS (5.9 FT) WEST FROM A 10-INCH PINE TREE.  THE MARK IS BELOW
 PO0591'STATION 0.30 METERS.
 PO0591'
 PO0591'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK STAMPED
 PO0591'---BRUCE NO 2 1934---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PO0591'30 CM IN DIAMETER PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 PO0591'11.80 METERS (38.7 FT) NORTHWEST FROM THE NORTHEAST LEG OF THE LOOKOUT
 PO0591'TOWER, 10.21 METERS (33.5 FT) NORTH FROM THE NORTHWEST LEG OF THE
 PO0591'LOOKOUT TOWER AND 2.62 METERS (8.6 FT) NORTH FROM A 7-INCH OAK TREE.
 PO0591'THE MARK IS BELOW STATION 0.60 METERS.
 PO0591'
 PO0591'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE TREES ARE ON THE
 PO0591'LINE-OF-SIGHT.  HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.9 METERS.
 PO0591'
 PO0591'A KEY FOR THE LOCKED CABLE CAN BE OBTAINED FROM THE CLARK COUNTY PARKS
 PO0591'DEPARTMENT.
 PO0591
 PO0591                          STATION RECOVERY (2011)
 PO0591
 PO0591'RECOVERY NOTE BY GEOCACHING 2011 (KC)
 PO0591'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4406 ***********************************************************************
 DL4406  DESIGNATION -  BRUCE GPS
 DL4406  PID         -  DL4406
 DL4406  STATE/COUNTY-  WI/RUSK
 DL4406  COUNTRY     -  US
 DL4406  USGS QUAD   -  THORNAPPLE (2018)
 DL4406
 DL4406                         *CURRENT SURVEY CONTROL
 DL4406  ______________________________________________________________________
 DL4406* NAD 83(2011) POSITION- 45 26 50.05976(N) 091 14 08.17494(W)   ADJUSTED
 DL4406* NAD 83(2011) ELLIP HT-   310.251 (meters)        (04/15/13)   ADJUSTED
 DL4406* NAD 83(2011) EPOCH   -  2010.00
 DL4406* NAVD 88 ORTHO HEIGHT -   340.619 (meters)     1117.51  (feet) ADJUSTED
 DL4406  ______________________________________________________________________
 DL4406  GEOID HEIGHT    -        -30.366 (meters)                     GEOID18
 DL4406  NAD 83(2011) X  -    -96,659.784 (meters)                     COMP
 DL4406  NAD 83(2011) Y  - -4,481,483.114 (meters)                     COMP
 DL4406  NAD 83(2011) Z  -  4,522,578.283 (meters)                     COMP
 DL4406  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 DL4406  DYNAMIC HEIGHT  -        340.601 (meters)     1117.46  (feet) COMP
 DL4406  MODELED GRAVITY -    980,552.4   (mgal)                       NAVD 88
 DL4406
 DL4406  VERT ORDER      -  SECOND    CLASS I
 DL4406
 DL4406  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4406  Standards:
 DL4406         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4406            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4406  -------------------------------------------------------------------
 DL4406  NETWORK    0.57   1.08           0.26   0.20   0.55      0.03460201
 DL4406  -------------------------------------------------------------------
 DL4406  Click here for local accuracies and other accuracy information.
 DL4406
 DL4406.The horizontal coordinates were established by GPS observations
 DL4406.and adjusted by the National Geodetic Survey in April 2013.
 DL4406
 DL4406.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4406.been affixed to the stable North American tectonic plate. See 
 DL4406.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4406
 DL4406.The horizontal coordinates are valid at the epoch date displayed above
 DL4406.which is a decimal equivalence of Year/Month/Day.
 DL4406
 DL4406.The orthometric height was determined by differential leveling and
 DL4406.adjusted by the WI DEPT OF TRANSP
 DL4406.in May 2012.
 DL4406
 DL4406.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4406.GEOID18 height accuracy estimate available here.
 DL4406
 DL4406.Click photographs - Photos may exist for this station.
 DL4406
 DL4406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4406
 DL4406.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4406
 DL4406.The ellipsoidal height was determined by GPS observations
 DL4406.and is referenced to NAD 83.
 DL4406
 DL4406.The dynamic height is computed by dividing the NAVD 88
 DL4406.geopotential number by the normal gravity value computed on the
 DL4406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4406.degrees latitude (g = 980.6199 gals.).
 DL4406
 DL4406.The modeled gravity was interpolated from observed gravity values.
 DL4406
 DL4406. The following values were computed from the NAD 83(2011) position.
 DL4406
 DL4406;                    North         East     Units Scale Factor Converg.
 DL4406;SPC WI C     -   180,076.995   503,342.077   MT  0.99999038   -0 52 18.5
 DL4406;SPC WI C     -   590,802.61  1,651,381.46   sFT  0.99999038   -0 52 18.5
 DL4406;UTM  15      - 5,034,149.040   637,974.981   MT  0.99983406   +1 15 27.1
 DL4406
 DL4406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4406!SPC WI C     -   0.99995136  x   0.99999038  =   0.99994174
 DL4406!UTM  15      -   0.99995136  x   0.99983406  =   0.99978543
 DL4406
 DL4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3797434149(NAD 83)
 DL4406
 DL4406                          SUPERSEDED SURVEY CONTROL
 DL4406
 DL4406  NAD 83(2007)-  45 26 50.05972(N)    091 14 08.17554(W) AD(2002.00) 1
 DL4406  ELLIP H (04/06/12)  310.282  (m)                       GP(2002.00) 1 1
 DL4406  NAVD 88             340.62   (m)         1117.5    (f) LEVELING    3  
 DL4406
 DL4406.Superseded values are not recommended for survey control.
 DL4406
 DL4406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4406.See file dsdata.pdf to determine how the superseded data were derived.
 DL4406
 DL4406_MARKER: DD = SURVEY DISK
 DL4406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4406_STAMPING: BRUCE GPS 2006
 DL4406_MARK LOGO: WIDT
 DL4406_PROJECTION: FLUSH
 DL4406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4406+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2008
 DL4406
 DL4406  HISTORY     - Date     Condition        Report By
 DL4406  HISTORY     - 2005     MONUMENTED       WIDT
 DL4406  HISTORY     - 20080820 GOOD             WIDT
 DL4406
 DL4406                          STATION DESCRIPTION
 DL4406
 DL4406'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4406'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF LADYSMITH, 2.7
 DL4406'MI (4.3 KM) NORTH-NORTHWEST OF THORNAPPLE AND 1.9 MI (3.1 KM)
 DL4406'EAST-SOUTHEAST OF BRUCE.
 DL4406'
 DL4406'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DL4406'HIGHWAY E APPROXIMATELY 1 MI (1.6 KM) EAST OF THE VILLAGE OF BRUCE, GO
 DL4406'EAST ON COUNTY HIGHWAY E FOR 0.8 MI (1.3 KM) TO COUNTY HIGHWAY E
 DL4406'CURVING RIGHT AND BEEBE ROAD LEFT, CURVE RIGHT AND GO SOUTH ON COUNTY
 DL4406'HIGHWAY E FOR 0.35 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DL4406'
 DL4406'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4406'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4406'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4406'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT, 8.1 M (26.6
 DL4406'FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY EAST, 88 M (288.7 FT)
 DL4406'SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE NUMBER N4446, 88
 DL4406'M (288.7 FT) NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DL4406'NUMBER N4402, 23.8 M (78.1 FT) NORTHWEST OF POWER POLE NUMBER 10-7/77
 DL4406'AND 1.0 M (3.3 FT) NORTH AND 1.0 M (3.3 FT) SOUTH OF TWO ORANGE 4X4
 DL4406'PLASTIC GUARD POSTS.
 DL4406'
 DL4406'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4406'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0592 ***********************************************************************
 PO0592  DESIGNATION -  BRUCE MOUND LOOKOUT
 PO0592  PID         -  PO0592
 PO0592  STATE/COUNTY-  WI/CLARK
 PO0592  COUNTRY     -  US
 PO0592  USGS QUAD   -  MERRILLAN (2018)
 PO0592
 PO0592                         *CURRENT SURVEY CONTROL
 PO0592  ______________________________________________________________________
 PO0592* NAD 83(1996) POSITION- 44 26 39.09832(N) 090 47 27.68412(W)   ADJUSTED
 PO0592  ______________________________________________________________________
 PO0592  GEOID HEIGHT    -        -32.826 (meters)                     GEOID18
 PO0592  LAPLACE CORR    -         -6.51  (seconds)                    DEFLEC18
 PO0592  HORZ ORDER      -  THIRD
 PO0592
 PO0592.The horizontal coordinates were established by classical geodetic methods
 PO0592.and adjusted by the National Geodetic Survey in March 1999.
 PO0592
 PO0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0592.GEOID18 height accuracy estimate available here.
 PO0592
 PO0592.Click photographs - Photos may exist for this station.
 PO0592
 PO0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0592
 PO0592. The following values were computed from the NAD 83(1996) position.
 PO0592
 PO0592;                    North         East     Units Scale Factor Converg.
 PO0592;SPC WI C     -    68,184.308   537,033.231   MT  0.99996895   -0 33 29.3
 PO0592;SPC WI C     -   223,701.35  1,761,916.53   sFT  0.99996895   -0 33 29.3
 PO0592;UTM  15      - 4,923,583.648   675,777.009   MT  0.99997999   +1 32 49.7
 PO0592
 PO0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7577723583(NAD 83)
 PO0592
 PO0592                          SUPERSEDED SURVEY CONTROL
 PO0592
 PO0592  NAD 83(1991)-  44 26 39.09791(N)    090 47 27.68328(W) AD(       ) 3
 PO0592  NAD 83(1986)-  44 26 39.09438(N)    090 47 27.69154(W) AD(       ) 3
 PO0592  NAD 27      -  44 26 39.22700(N)    090 47 27.17100(W) AD(       ) 3
 PO0592
 PO0592.Superseded values are not recommended for survey control.
 PO0592
 PO0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0592.See file dsdata.pdf to determine how the superseded data were derived.
 PO0592
 PO0592_MARKER: 57 = LOOKOUT TOWER
 PO0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0592+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2011
 PO0592
 PO0592  HISTORY     - Date     Condition        Report By
 PO0592  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0592  HISTORY     - 1959     SEE DESCRIPTION  FAS
 PO0592  HISTORY     - 20111022 GOOD             GEOCAC
 PO0592
 PO0592                          STATION DESCRIPTION
 PO0592
 PO0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0592'THIS STATION IS THE CENTER OF THE BRUCE MOUND FIRE LOOKOUT
 PO0592'TOWER OF THE WISCONSIN DEPARTMENT OF CONSERVATION.  IT IS A
 PO0592'STANDARD SQUARE SKELETON STEEL TOWER WITH AN ENCLOSED CABIN ON
 PO0592'TOP.  IT IS 73 FEET HIGH AND WAS ERECTED IN 1933.
 PO0592'
 PO0592'THE TOWER IS ABOUT 2 MILES WEST OF MERRILLAN, ABOUT 11 MILES
 PO0592'NORTH OF BLACK RIVER FALLS AND ABOUT 12 MILES SOUTHWEST OF
 PO0592'NEILLSVILLE, IN THE NW 1/4 SE 1/4 SEC. 30, T. 23 N., R. 3 W.,
 PO0592'ON TOP OF THE EAST KNOLL OF THE HILL KNOWN AS BRUCE MOUND.
 PO0592'TRIANGULATION STATION BRUCE IS ABOUT 300 YARDS WEST OF THE
 PO0592'TOWER.
 PO0592
 PO0592                          STATION RECOVERY (1959)
 PO0592
 PO0592'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1959
 PO0592'THE FIRE LOOKOUT TOWER HAS BEEN REMOVED AND REBUILT OVER THE
 PO0592'STATION BRUCE.
 PO0592
 PO0592                          STATION RECOVERY (2011)
 PO0592
 PO0592'RECOVERY NOTE BY GEOCACHING 2011 (KC)
 PO0592'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0596 ***********************************************************************
 PO0596  DESIGNATION -  BRUCE MOUND LOT
 PO0596  PID         -  PO0596
 PO0596  STATE/COUNTY-  WI/CLARK
 PO0596  COUNTRY     -  US
 PO0596  USGS QUAD   -  MERRILLAN (2018)
 PO0596
 PO0596                         *CURRENT SURVEY CONTROL
 PO0596  ______________________________________________________________________
 PO0596* NAD 83(1996) POSITION- 44 26 38.55474(N) 090 47 36.14625(W)   ADJUSTED
 PO0596  ______________________________________________________________________
 PO0596  GEOID HEIGHT    -        -32.820 (meters)                     GEOID18
 PO0596  LAPLACE CORR    -         -6.41  (seconds)                    DEFLEC18
 PO0596  HORZ ORDER      -  THIRD
 PO0596
 PO0596.The horizontal coordinates were established by classical geodetic methods
 PO0596.and adjusted by the National Geodetic Survey in March 1999.
 PO0596
 PO0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0596.GEOID18 height accuracy estimate available here.
 PO0596
 PO0596.Click photographs - Photos may exist for this station.
 PO0596
 PO0596.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0596
 PO0596. The following values were computed from the NAD 83(1996) position.
 PO0596
 PO0596;                    North         East     Units Scale Factor Converg.
 PO0596;SPC WI C     -    68,169.356   536,845.962   MT  0.99996897   -0 33 35.2
 PO0596;SPC WI C     -   223,652.30  1,761,302.13   sFT  0.99996897   -0 33 35.2
 PO0596;UTM  15      - 4,923,561.827   675,590.413   MT  0.99997918   +1 32 43.8
 PO0596
 PO0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7559023561(NAD 83)
 PO0596
 PO0596                          SUPERSEDED SURVEY CONTROL
 PO0596
 PO0596  NAD 83(1991)-  44 26 38.55435(N)    090 47 36.14567(W) AD(       ) 3
 PO0596  NAD 83(1986)-  44 26 38.55131(N)    090 47 36.15449(W) AD(       ) 3
 PO0596  NAD 27      -  44 26 38.68281(N)    090 47 35.63648(W) AD(       ) 3
 PO0596
 PO0596.Superseded values are not recommended for survey control.
 PO0596
 PO0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0596.See file dsdata.pdf to determine how the superseded data were derived.
 PO0596
 PO0596_MARKER: 57 = LOOKOUT TOWER
 PO0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0596+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2011
 PO0596
 PO0596  HISTORY     - Date     Condition        Report By
 PO0596  HISTORY     - 1967     FIRST OBSERVED   USGS
 PO0596  HISTORY     - 20111022 GOOD             GEOCAC
 PO0596
 PO0596                          STATION DESCRIPTION
 PO0596
 PO0596'DESCRIBED BY GEOCACHING 2011 (KC)
 PO0596'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0538 ***********************************************************************
 PM0538  DESIGNATION -  BRUCE RESET
 PM0538  PID         -  PM0538
 PM0538  STATE/COUNTY-  WI/BROWN
 PM0538  COUNTRY     -  US
 PM0538  USGS QUAD   -  GREEN BAY EAST (2018)
 PM0538
 PM0538                         *CURRENT SURVEY CONTROL
 PM0538  ______________________________________________________________________
 PM0538* NAD 83(2011) POSITION- 44 31 39.27956(N) 087 53 57.90035(W)   NO CHECK
 PM0538* NAD 83(2011) ELLIP HT-   206.251 (meters)        (06/27/12)   NO CHECK
 PM0538* NAD 83(2011) EPOCH   -  2010.00
 PM0538* NAVD 88 ORTHO HEIGHT -   242.453 (meters)      795.45  (feet) ADJUSTED
 PM0538  ______________________________________________________________________
 PM0538  GEOID HEIGHT    -        -36.200 (meters)                     GEOID18
 PM0538  NAD 83(2011) X  -    166,947.683 (meters)                     COMP
 PM0538  NAD 83(2011) Y  - -4,551,646.155 (meters)                     COMP
 PM0538  NAD 83(2011) Z  -  4,450,218.057 (meters)                     COMP
 PM0538  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 PM0538  DYNAMIC HEIGHT  -        242.423 (meters)      795.35  (feet) COMP
 PM0538  MODELED GRAVITY -    980,488.3   (mgal)                       NAVD 88
 PM0538
 PM0538  VERT ORDER      -  SECOND    CLASS I
 PM0538
 PM0538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PM0538  Standards:
 PM0538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PM0538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PM0538  -------------------------------------------------------------------
 PM0538  NETWORK    2.23   6.64           0.96   0.86   3.39      0.12746728
 PM0538  -------------------------------------------------------------------
 PM0538  Click here for local accuracies and other accuracy information.
 PM0538
 PM0538.The horizontal coordinates were established by GPS observations
 PM0538.and adjusted by the National Geodetic Survey in June 2012.
 PM0538
 PM0538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PM0538.been affixed to the stable North American tectonic plate. See 
 PM0538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PM0538
 PM0538.The horizontal coordinates are valid at the epoch date displayed above
 PM0538.which is a decimal equivalence of Year/Month/Day.
 PM0538
 PM0538.No horizontal observational check was made to the station.
 PM0538
 PM0538.The orthometric height was determined by differential leveling and
 PM0538.adjusted by the WI DEPT OF TRANSP
 PM0538.in May 2012.
 PM0538
 PM0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0538.GEOID18 height accuracy estimate available here.
 PM0538
 PM0538.Click photographs - Photos may exist for this station.
 PM0538
 PM0538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0538
 PM0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0538
 PM0538.The ellipsoidal height was determined by GPS observations
 PM0538.and is referenced to NAD 83.
 PM0538
 PM0538.The dynamic height is computed by dividing the NAVD 88
 PM0538.geopotential number by the normal gravity value computed on the
 PM0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0538.degrees latitude (g = 980.6199 gals.).
 PM0538
 PM0538.The modeled gravity was interpolated from observed gravity values.
 PM0538
 PM0538. The following values were computed from the NAD 83(2011) position.
 PM0538
 PM0538;                    North         East     Units Scale Factor Converg.
 PM0538;SPC WI C     -    79,302.525   766,954.249   MT  0.99995911   +1 28 55.6
 PM0538;SPC WI C     -   260,178.37  2,516,249.07   sFT  0.99995911   +1 28 55.6
 PM0538;UTM  16      - 4,930,865.825   428,532.050   MT  0.99966281   -0 37 50.7
 PM0538
 PM0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0538!SPC WI C     -   0.99996766  x   0.99995911  =   0.99992677
 PM0538!UTM  16      -   0.99996766  x   0.99966281  =   0.99963048
 PM0538
 PM0538:                Primary Azimuth Mark                     Grid Az
 PM0538:SPC WI C     -  BRUCE AZ MK                              359 51 11.9
 PM0538:UTM  16      -  BRUCE AZ MK                              001 57 58.2
 PM0538
 PM0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2853230865(NAD 83)
 PM0538
 PM0538|---------------------------------------------------------------------|
 PM0538| PID    Reference Object                     Distance      Geod. Az  |
 PM0538|                                                           dddmmss.s |
 PM0538| CJ4336 BRUCE AZ MK                                        0012007.5 |
 PM0538| PM0504 GREEN BAY RADIO WJPG FM MAST        APPROX.14.2 KM 2091522.9 |
 PM0538| PN0897 GREEN BAY TV STA WBAY MAST          APPROX.15.4 KM 2115002.6 |
 PM0538| CJ4338 BRUCE RM 3                          262.340 METERS 22432     |
 PM0538| CJ4340 BRUCE RM 5                                         23032     |
 PM0538| PM0502 GREEN BAY RADIO WJPG TALL MAST      APPROX. 9.7 KM 2352408.9 |
 PM0538| PN0898 DE PERE E MUNICIPAL TANK            APPROX.15.1 KM 2354932.5 |
 PM0538| PN0899 ALLOUEZ MUNICIPAL TANK              APPROX.11.7 KM 2383715.0 |
 PM0538| PM0540 PREBLE MUNICIPAL TANK               APPROX. 6.3 KM 2562241.5 |
 PM0538| PN0869 GREEN BAY S MUNICIPAL TANK          APPROX. 9.8 KM 2562845.9 |
 PM0538| PN0862 GREEN BAY ST FRAN XAV S DOME        APPROX. 9.1 KM 2583246.9 |
 PM0538| PN0860 GREEN BAY ST FRAN XAV N DOME        APPROX. 9.1 KM 2583707.2 |
 PM0538| PN0865 GREEN BAY N MUNICIPAL TANK          APPROX. 9.1 KM 2693334.1 |
 PM0538| PM0544 GREEN BAY GRASSY IS N LIGHT         APPROX. 8.3 KM 2955557.8 |
 PM0538| CJ4337 BRUCE RM                             23.896 METERS 30609     |
 PM0538| CJ4339 BRUCE RM 4                          249.260 METERS 31349     |
 PM0538| PM0542 GREEN BAY ANGLE LIGHT               APPROX. 8.8 KM 3312230.9 |
 PM0538| PM0545 GREEN BAY HARBOR ENTRANCE LT        APPROX.13.9 KM 3592547.6 |
 PM0538|---------------------------------------------------------------------|
 PM0538
 PM0538                          SUPERSEDED SURVEY CONTROL
 PM0538
 PM0538  NAD 83(2007)-  44 31 39.27966(N)    087 53 57.90115(W) AD(2002.00) 0
 PM0538  ELLIP H (02/10/07)  206.291  (m)                       GP(2002.00)    
 PM0538  NAD 83(1997)-  44 31 39.27973(N)    087 53 57.90148(W) AD(       ) B
 PM0538  ELLIP H (05/03/99)  206.283  (m)                       GP(       ) 3 2
 PM0538  NAD 83(1991)-  44 31 39.27866(N)    087 53 57.90018(W) AD(       ) B
 PM0538  ELLIP H (06/11/91)  206.387  (m)                       GP(       ) 4 1
 PM0538  NAD 83(1986)-  44 31 39.26961(N)    087 53 57.88702(W) AD(       ) 1
 PM0538  NAD 27      -  44 31 39.29300(N)    087 53 57.53100(W) AD(       ) 1
 PM0538  USSD        -  44 31 39.48700(N)    087 53 57.28700(W) AD(       ) 3
 PM0538  NGVD 29 (06/11/91)  242.4    (m)  UNKNOWN  model used  GPS OBS        
 PM0538  NGVD 29             243.06   (m)          797.4    (f) LEVELING    3  
 PM0538
 PM0538.Superseded values are not recommended for survey control.
 PM0538
 PM0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0538.See file dsdata.pdf to determine how the superseded data were derived.
 PM0538
 PM0538_MARKER: DS = TRIANGULATION STATION DISK
 PM0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0538_STAMPING: BRUCE 1872 1921 1953
 PM0538_MARK LOGO: CGS
 PM0538_PROJECTION: FLUSH
 PM0538_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PM0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0538+STABILITY: SURFACE MOTION
 PM0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0538+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2015
 PM0538
 PM0538  HISTORY     - Date     Condition        Report By
 PM0538  HISTORY     - 1872     MONUMENTED       USLS
 PM0538  HISTORY     - 1921     SEE DESCRIPTION  CGS
 PM0538  HISTORY     - 1938     GOOD             CGS
 PM0538  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PM0538  HISTORY     - 1953     GOOD             USLS
 PM0538  HISTORY     - 1970     GOOD             NGS
 PM0538  HISTORY     - 1980     GOOD             LOCENG
 PM0538  HISTORY     - 19900731 GOOD             AEROS
 PM0538  HISTORY     - 19900814 GOOD             NGS
 PM0538  HISTORY     - 20040630 GOOD             USPSQD
 PM0538  HISTORY     - 20050602 GOOD             USPSQD
 PM0538  HISTORY     - 20050803 GOOD             WIDT
 PM0538  HISTORY     - 20080902 GOOD             WIDT
 PM0538  HISTORY     - 20151013 GOOD             WIDT
 PM0538
 PM0538                          STATION DESCRIPTION
 PM0538
 PM0538'DESCRIBED BY US LAKE SURVEY 1872
 PM0538'THIS STATION IS SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST
 PM0538'QUARTER OF SECTION 25, PREBLE TOWNSHIP, BROWN COUNTY, WISCONSIN.
 PM0538'THE HEIGHT OF THE STATION USED WAS 60 FEET.  THE GEODETIC POINT IS
 PM0538'MARKED BY A STONE OF THE USUAL FORM, SET SO THAT ITS UPPER END IS
 PM0538'ABOUT 4-1/2 FEET BELOW THE SURFACE OF THE GROUND.  DIRECTLY OVER THIS
 PM0538'STONE WAS SET A LARGE OAK POST, USED AS AN AZIMUTH POST.  A
 PM0538'REFERENCE STONE BEARS NORTH 14 DEG 50 MIN EAST, AND IS 15.10
 PM0538'METERS DISTANT.  A SECOND REFERENCE BEARS NORTH 85 DEG 41 MIN WEST,
 PM0538'AND IS 182.33 METERS DISTANT, A THIRD REFERENCE BEARS SOUTH
 PM0538'79 DEG 21 MIN WEST, AND IS 185.81 METERS DISTANT FROM THE
 PM0538'GEODETIC POINT.  THE LATTER TWO STONES ARE SET ON THE EAST SIDE OF A
 PM0538'NORTH-AND-SOUTH ROAD.  HEIGHT OF GROUND AT STATION, 185 FEET.
 PM0538
 PM0538                          STATION RECOVERY (1921)
 PM0538
 PM0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PM0538'UNDERGROUND STATION MARK, NEAR REFERENCE MARK AND REFERENCE MARK 185
 PM0538'METERS DISTANT RECOVERED AS DESCRIBED.  OTHER REFERENCE MARK
 PM0538'APPARENTLY LOST.  OLD DESCRIPTION VOID.
 PM0538'
 PM0538'ABOUT 6 MILES, AIRLINE, EAST OF GREEN BAY, 7 MILES BY ROAD, ON TOP OF
 PM0538'CULTIVATED HILL OWNED BY JOHN DEPREY AND ABOUT 250 METERS SOUTH OF
 PM0538'HIS HOUSE.  THE STATION IS ABOUT 1/4 MILE EAST OF STATE HIGHWAY 54 AT
 PM0538'A POINT ABOUT 6.8 MILES FROM GREEN BAY POST OFFICE.
 PM0538'
 PM0538'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN A
 PM0538'SQUARE CONCRETE POST.   UNDERGROUND MARK IS A COPPER BOLT SET IN
 PM0538'CEMENT IN A BOULDER.   ONE REFERENCE MARK IS A STANDARD BRONZE DISK
 PM0538'SET IN CONCRETE IN A SQUARE CONCRETE POST.  THE OTHER TWO REFERENCE
 PM0538'MARKS ARE STONE POSTS 6 INCHES SQUARE AND 2 FEET LONG WITH A HOLE IN
 PM0538'THE CENTER AND SURROUNDED BY CEMENT AT TOP.
 PM0538
 PM0538                          STATION RECOVERY (1938)
 PM0538
 PM0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (EJB)
 PM0538'DESCRIPTION ADEQUATE.  MARK FOUND IN GOOD CONDITION.
 PM0538
 PM0538                          STATION RECOVERY (1953)
 PM0538
 PM0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0538'THE STATION WAS RECOVERED AND THE STATION MARK WAS IN GOOD CONDITION.
 PM0538'A NEW DESCRIPTION FOLLOWS--
 PM0538'
 PM0538'THE STATION IS ABOUT 6 MILES NORTHEAST OF GREEN BAY AND ON THE
 PM0538'PROPERTY OWNED BY MR. JOHN DEPREY.  IT IS LOCATED AT THE TOP OF THE
 PM0538'HILL ABOUT 0.15 MILE SOUTH OF MR. DEPREYS RESIDENCE, 77 FEET
 PM0538'SOUTHWEST OF A LARGE RED BOULDER AND 50 FEET SOUTH OF AN OLD ROCK
 PM0538'FENCE LINE.  THE MARK IS SUBSURFACE 24 INCHES AND THE DISK IS
 PM0538'STAMPED BRUCE USLS 1872 1921 1953.
 PM0538'
 PM0538'REFERENCE MARK NO. 3 IS 27 FEET NORTHWEST OF THE CENTER OF A GRAVEL
 PM0538'ROAD, 4 FEET EAST OF A FENCE LINE AND 2 FEET NORTH OF A WHITE
 PM0538'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BRUCE USLS
 PM0538'1872 1921 1953 NO 3.
 PM0538'
 PM0538'REFERENCE MARK NO. 4 IS 25 FEET NORTH OF THE CENTER OF A GRAVEL ROAD
 PM0538'AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 PM0538'DISK IS STAMPED BRUCE USLS 1872 1921 1953 NO 4.
 PM0538'
 PM0538'REFERENCE MARK (1921) IS ABOUT 80 FEET WEST OF A LARGE RED BOULDER
 PM0538'AND ABOUT 6 FEET WEST OF THE WEST END OF AN OLD ROCK FENCE LINE.  THE
 PM0538'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS NOT STAMPED.
 PM0538'
 PM0538'AZIMUTH MARK IS 94 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 26
 PM0538'FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN AND 1 FOOT WEST OF A
 PM0538'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BRUCE USLS
 PM0538'1953.
 PM0538'
 PM0538'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND BAIRD
 PM0538'STREET, JUNCTION OF U.S. HIGHWAY 141 AND STATE HIGHWAY NOS. 29, 54,
 PM0538'AND 57, IN GREEN BAY GO NORTHEAST ON STATE HIGHWAY NOS. 54 AND 57
 PM0538'FOR 6.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST AND SOUTH
 PM0538'FOR 0.15 MILE TO A GRAVEL ENTRANCE DRIVE ON THE LEFT, TURN LEFT AND
 PM0538'GO 0.2 MILE TO A HOUSE AND AZIMUTH MARK ON THE LEFT AS DESCRIBED.  TO
 PM0538'REACH THE STATION CONTINUE AHEAD EAST AND SOUTH ON A FARM ROAD FOR
 PM0538'0.15 MILE TO THE TOP OF HILL AND STATION AS DESCRIBED.
 PM0538'
 PM0538'DISTANCE AND DIRECTIONS TO MARK AND OBJECTS VISIBLE FROM THE GROUND.
 PM0538'
 PM0538'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0538
 PM0538                          STATION RECOVERY (1953)
 PM0538
 PM0538'RECOVERY NOTE BY US LAKE SURVEY 1953
 PM0538'RECOVERED IN GOOD CONDITION.
 PM0538
 PM0538                          STATION RECOVERY (1970)
 PM0538
 PM0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PM0538'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE FOUND
 PM0538'IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT FOUND AND ACCORDING TO
 PM0538'A LOCAL RESIDENT IT WAS DESTROYED BY UTILITY CONSTRUCTION.
 PM0538'REFERENCE MARK 1921 WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 PM0538'DESTROYED WHEN THE STONE FENCE WAS REMOVED.  A REFERENCE MARK 5
 PM0538'WAS SET.  THE DIRECTION TO REFERENCE MARK 4 CHECKED.  DUE TO FOG NO
 PM0538'OTHER OBJECTS COULD BE TAKEN.  ALL DISTANCES WERE MEASURED BY THE
 PM0538'STATE WITH A GEODIMETER AND ALL POINTS WERE OCCUPIED TO HELP IN THE
 PM0538'RECOVERY OF THE STATION SINCE IT IS UNDERGROUND AND IN A CULTIVATED
 PM0538'FIELD.  A NEW DESCRIPTION FOLLOWS--
 PM0538'
 PM0538'THE STATION IS LOCATED ON THE HIGHEST POINT OF A CULTIVATED FIELD
 PM0538'ABOUT 6 MILES NORTHEAST OF GREEN BAY, ON THE PROPERTY OF MR. HAROLD
 PM0538'DE KEYSER, ABOUT 0.1 MILE EAST OF THE CENTERLINE OF SPARTAN ROAD,
 PM0538'AND ABOUT 0.25 MILE NORTHEAST OF THE INTERSECTION OF SPARTAN ROAD
 PM0538'AND WILLOW STREET (STATE HIGHWAYS 54 AND 57).  THE MONUMENT IS
 PM0538'ABOUT 2 FEET UNDERGROUND AND THE DISK IS STAMPED BRUCE USLS 1872
 PM0538'1921 1953.
 PM0538'
 PM0538'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD TT AND STATE
 PM0538'HIGHWAY 54 AND 57 (ABOUT 5 MILES NORTHEAST OF THE CENTER OF GREEN
 PM0538'BAY), GO NORTHEAST ON HIGHWAY 54 AND 57 FOR 1.8 MILES TO A
 PM0538'CROSSROAD.  TURN LEFT AND GO NORTH ON SPARTAN ROAD FOR 0.15 MILE TO
 PM0538'REFERENCE MARK 5 ON THE LEFT.  CONTINUE NORTH ON THE ROAD FOR 0.2
 PM0538'MILE TO REFERENCE MARK 4 ON THE RIGHT.  CONTINUE NORTH ON THE ROAD
 PM0538'FOR 0.1 MILE TO A DRIVEWAY.  TURN RIGHT AND GO EAST ON THE
 PM0538'DRIVEWAY FOR 0.2 MILE TO THE HOME OF MR. DE KEYSER AND THE AZIMUTH
 PM0538'MARK AS DESCRIBED.  FROM THIS POINT GO SOUTH ACROSS CULTIVATED
 PM0538'FIELD FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 PM0538'
 PM0538'REFERENCE MARK 4 IS 1 FOOT SOUTH OF A METAL WITNESS POST, 25 FEET
 PM0538'EAST OF THE CENTERLINE OF THE ROAD AND 150 FEET SOUTHEAST OF AN 18
 PM0538'INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BRUCE
 PM0538'USLS NO 4 1872 1953 1921.
 PM0538'
 PM0538'REFERENCE MARK 5 IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 2 FEET
 PM0538'WEST OF A YELLOW WOODEN RIGHT-OF-WAY POST, 7 FEET WEST OF THE NORTH
 PM0538'END OF A CONCRETE TILE UNDER A FIELD ENTRANCE AND 26 FEET WEST OF
 PM0538'THE CENTERLINE OF THE ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 PM0538'STAMPED BRUCE USLS 1872 NO 5 1970.
 PM0538'
 PM0538'THE AZIMUTH MARK IS 94 FEET EAST OF THE NORTHEAST CORNER OF MR.
 PM0538'DE KEYSERS HOME, 25 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 25
 PM0538'FEET SOUTHEAST OF A METAL WELL PUMP AND 47 FEET NORTHEAST OF THE
 PM0538'NORTHEAST CORNER OF A GARAGE.  THE MONUMENT IS FLUSH AND THE DISK
 PM0538'IS STAMPED BRUCE USLS 1953.
 PM0538'
 PM0538'NOTE--ALL MEASUREMENTS MADE WITH A GEODIMETER BY THE STATE OF
 PM0538'WISCONSIN.
 PM0538'
 PM0538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 PM0538'NORTHEAST OF GREEN BAY.
 PM0538'
 PM0538'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PM0538
 PM0538                          STATION RECOVERY (1980)
 PM0538
 PM0538'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (SS)
 PM0538'NEW DESCRIPTION AS FOLLOWS--FROM JET HWY 57 AND 54 LOCATED IN W 1/2
 PM0538'SEC. 19, T. 24N-R22E, GO W 0.9 MILES ON STURGEON BAY RD TO BAY
 PM0538'SETTLEMENT RD.  THENCE 0.45 MILES S TO MARION AVE CONTINUE TO
 PM0538'DEPREY ST-GO S TO JUDY LN, GO E TO SPARTAN RD AND CONTINUE S 0.25
 PM0538'MILES TO.
 PM0538
 PM0538                          STATION RECOVERY (1990)
 PM0538
 PM0538'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 PM0538'THE STATION IS LOCATED ON THE HIGHEST POINT OF A CULTIVATED FIELD
 PM0538'ABOUT 6 MILES NORTHEAST OF GREEN BAY, ON THE PROPERTY OF MR. HAROLD
 PM0538'DE KEYSER, ABOUT 0.1 MILE EAST OF THE CENTERLINE OF SPARTAN ROAD,
 PM0538'AND ABOUT 0.25 MILE NORTHEAST OF THE INTERSECTION OF SPARTAN ROAD
 PM0538'AND WILLOW STREET (STATE HIGHWAYS 54 AND 57).  THE MONUMENT IS
 PM0538'ABOUT 2 FEET UNDERGROUND AND THE DISK IS STAMPED BRUCE USLS 1872
 PM0538'1921 1953.
 PM0538'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD TT AND STATE
 PM0538'HIGHWAY 54 AND 57 (ABOUT 5 MILES NORTHEAST OF THE CENTER OF GREEN
 PM0538'BAY), GO NORTHEAST ON HIGHWAY 54 AND 57 FOR 1.8 MILES TO A
 PM0538'CROSSROAD.  TURN LEFT AND GO NORTH ON SPARTAN ROAD FOR 0.15 MILE TO
 PM0538'REFERENCE MARK 5 ON THE LEFT.  CONTINUE NORTH ON THE ROAD FOR 0.2
 PM0538'MILE TO REFERENCE MARK 4 ON THE RIGHT.  CONTINUE NORTH ON THE ROAD
 PM0538'FOR 0.1 MILE TO A DRIVEWAY.  TURN RIGHT AND GO EAST ON THE
 PM0538'DRIVEWAY FOR 0.2 MILE TO THE HOME OF MR. DE KEYSER AND THE AZIMUTH
 PM0538'MARK AS DESCRIBED.  FROM THIS POINT GO SOUTH ACROSS CULTIVATED
 PM0538'FIELD FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 PM0538
 PM0538                          STATION RECOVERY (1990)
 PM0538
 PM0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PM0538'THE STATION IS LOCATED ABOUT 9.65 KM (6.00 MI) NORTHEAST OF GREENBAY,
 PM0538'ON THE PROPERTY OF MR. HAROLD DE KEYSER AND IN A CULTIVATED FIELD ON
 PM0538'THE EAST SIDE OF SPARTAN ROAD.  OWNERSHIP--MR. HAROLD DE KEYSER,
 PM0538'PHONE 414-468-1961.
 PM0538'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43 AND EXIT 113
 PM0538'(STATE HIGHWAYS 57 AND 54), GO EAST ALONG STATE HIGHWAYS 54 AND 57
 PM0538'(STURGON BAY BOULEVARD) FOR 4.95 KM (3.08 MI) TO THE JUNCTION OF
 PM0538'SPARTAN ROAD, TURN LEFT, NORTH, ON SPARTAN ROAD FOR 0.24 KM
 PM0538'(0.15 MI) TO A FIELD ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, EAST, ON
 PM0538'THE ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT
 PM0538'ON TOP OF A HILL IN A CULTIVATED FIELD ABOUT 0.6 M (2.0 FT) BELOW THE
 PM0538'GROUND.
 PM0538'THE STATION IS LOCATED 17.5 M (57.4 FT) SOUTH OF THE FIELD ROAD AND AT
 PM0538'A FIBERGLASS WITNESS POST SET DIRECTLY OVER THE STATION.
 PM0538
 PM0538                          STATION RECOVERY (2004)
 PM0538
 PM0538'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PM0538'MARK SET IN CONCRETE. LEVEL WITH SOIL. WELL MARKED WITH WITNESS POST.
 PM0538'
 PM0538'BEST DESCRIPTION TO SITE IS LAST 10 LINES OF THE AUG 14, 1990 REPORT.
 PM0538'
 PM0538'AN INTERCHANGE WILL SOON BE BUILT SW OF THIS MARK BUT IT SHOULD NOT BE
 PM0538'HARMED IF EQUIPMENT DOES NOT WORK OVER THIS MARK. WISC DOT IS IN
 PM0538'CHARGE OF CONSTRUCTION
 PM0538
 PM0538                          STATION RECOVERY (2005)
 PM0538
 PM0538'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PM0538'HWY INTERCHANGE BEING BUILT WEST OF MARKER SITE, BUT MARKER SITE IS
 PM0538'NOT AFFECTED. MARKER SITE IS ON A HILL DOWN A FARM PATH EAST OF
 PM0538'SPARTAN ROAD AS IT NOW EXISTS.
 PM0538
 PM0538                          STATION RECOVERY (2005)
 PM0538
 PM0538'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0538'RECOVERED IN GOOD CONDITION. ADD-- THE STATION IS 183.0 M EAST OF
 PM0538'SPARTAN ROAD, 0.9 M SOUTH OF A SECOND FIBERGLASS WITNESS POST.
 PM0538'--NOTE-- NEW FIELD ENTRANCE IS 0.25 MILES SOUTH OF JUDY LANE.
 PM0538
 PM0538                          STATION RECOVERY (2008)
 PM0538
 PM0538'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0538'RECOVERED AS DESCRIBED.
 PM0538
 PM0538                          STATION RECOVERY (2015)
 PM0538
 PM0538'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 PM0538'RECOVERED AS DESCRIBED.
 PM0538'
 PM0538'NOTE - THE STATION MARK IS LOCATED ON PRIVATE PROPERTY NEAR THE CENTER
 PM0538'OF THE HIGHEST POINT OF AN AGRICULTURAL FIELD, APPROXIMATELY 183 M
 PM0538'(600.4 FT) EAST OF SPARTAN ROAD.
 PM0538'
 PM0538'NOTE - THE AZIMUTH MARK AND REFERENCE MARKS WERE NOT SEARCHED FOR AT
 PM0538'THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0840 ***********************************************************************
 RM0840  DESIGNATION -  BRULE
 RM0840  PID         -  RM0840
 RM0840  STATE/COUNTY-  WI/DOUGLAS
 RM0840  COUNTRY     -  US
 RM0840  USGS QUAD   -  ISLAND LAKE (2018)
 RM0840
 RM0840                         *CURRENT SURVEY CONTROL
 RM0840  ______________________________________________________________________
 RM0840* NAD 83(1996) POSITION- 46 27 57.16286(N) 091 33 56.51666(W)   ADJUSTED
 RM0840* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 RM0840  ______________________________________________________________________
 RM0840  GEOID HEIGHT    -        -28.317 (meters)                     GEOID18
 RM0840  LAPLACE CORR    -        -12.66  (seconds)                    DEFLEC18
 RM0840  HORZ ORDER      -  SECOND
 RM0840
 RM0840.The horizontal coordinates were established by classical geodetic methods
 RM0840.and adjusted by the National Geodetic Survey in March 1999.
 RM0840
 RM0840.The orthometric height was scaled from a topographic map.
 RM0840
 RM0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0840.GEOID18 height accuracy estimate available here.
 RM0840
 RM0840.Click photographs - Photos may exist for this station.
 RM0840
 RM0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0840
 RM0840. The following values were computed from the NAD 83(1996) position.
 RM0840
 RM0840;                    North         East     Units Scale Factor Converg.
 RM0840;SPC WI N     -   145,587.581   479,750.452   MT  0.99995886   -1 07 46.0
 RM0840;SPC WI N     -   477,648.59  1,573,981.27   sFT  0.99995886   -1 07 46.0
 RM0840;UTM  15      - 5,146,811.303   610,124.874   MT  0.99974907   +1 02 23.7
 RM0840
 RM0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0840!SPC WI N     -   0.99994002  x   0.99995886  =   0.99989888
 RM0840!UTM  15      -   0.99994002  x   0.99974907  =   0.99968910
 RM0840
 RM0840:                Primary Azimuth Mark                     Grid Az
 RM0840:SPC WI N     -  BRULE AZ MK                              277 06 35.4
 RM0840:UTM  15      -  BRULE AZ MK                              274 56 25.7
 RM0840
 RM0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1012446811(NAD 83)
 RM0840
 RM0840|---------------------------------------------------------------------|
 RM0840| PID    Reference Object                     Distance      Geod. Az  |
 RM0840|                                                           dddmmss.s |
 RM0840| CJ2288 BRULE RM 1                           28.357 METERS 02421     |
 RM0840| CJ2287 BRULE AZ MK                                        2755849.4 |
 RM0840| RM0838 STATE RAD COUNCIL WHSA FM RAD       161.123 METERS 31611     |
 RM0840| RM0839 BRULE LOT D                          21.144 METERS 35356     |
 RM0840|---------------------------------------------------------------------|
 RM0840
 RM0840                          SUPERSEDED SURVEY CONTROL
 RM0840
 RM0840  NAD 83(1991)-  46 27 57.16276(N)    091 33 56.51585(W) AD(       ) 2
 RM0840  NAD 83(1986)-  46 27 57.15673(N)    091 33 56.51359(W) AD(       ) 2
 RM0840  NAD 27      -  46 27 57.36200(N)    091 33 55.83000(W) AD(       ) 2
 RM0840
 RM0840.Superseded values are not recommended for survey control.
 RM0840
 RM0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0840.See file dsdata.pdf to determine how the superseded data were derived.
 RM0840
 RM0840_MARKER: DS = TRIANGULATION STATION DISK
 RM0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0840_STAMPING: BRULE 1953
 RM0840_MARK LOGO: CGS
 RM0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0840+STABILITY: SURFACE MOTION
 RM0840
 RM0840  HISTORY     - Date     Condition        Report By
 RM0840  HISTORY     - 1953     MONUMENTED       CGS
 RM0840  HISTORY     - 20081017 MARK NOT FOUND   GEOCAC
 RM0840
 RM0840                          STATION DESCRIPTION
 RM0840
 RM0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0840'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF IRON RIVER
 RM0840'AND 6-1/2 MILES SOUTH OF BRULE ON THE SAME HILL AND JUST
 RM0840'SOUTH OF THE BRULE LOOKOUT TOWER.  IT IS 60.5 FEET SOUTH
 RM0840'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 60 FEET SOUTH-SOUTHEAST
 RM0840'OF THE SOUTHEAST CORNER OF A TOOL SHED, 36 FEET WEST OF THE
 RM0840'NORTHWEST CORNER OF AN OUTHOUSE AND 9 FEET EAST OF A WITNESS
 RM0840'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RM0840'BRULE 1953.
 RM0840'
 RM0840'REFERENCE MARK NO. 1 IS 39 FEET EAST-NORTHEAST OF THE NORTHEAST
 RM0840'LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES AND
 RM0840'THE DISK IS STAMPED BRULE NO 1 1953.
 RM0840'
 RM0840'D 1934 BRULE TOWER (USGS) IS SET IN
 RM0840'THE CENTER OF AND AT THE BASE OF BRULE LOOKOUT TOWER.  IT
 RM0840'IS OF CONCRETE, PROJECTS 19 INCHES AND IS 6 INCHES SQUARE
 RM0840'AT THE TOP.  A STANDARD USGS BENCH MARK DISK IS SET IN THE
 RM0840'CONCRETE ATOP THE MARK.  A TRAVERSE CONNECTION WAS MADE FROM
 RM0840'TRIANGULATION STATION BRULE TO D 1934 BRULE TOWER (USGS)
 RM0840'AND THE DISTANCE IS SHOWN ABOVE.
 RM0840'
 RM0840'THE AZIMUTH MARK IS 27 FEET NORTH OF THE CENTER OF A DIRT
 RM0840'ROAD, 19 FEET EAST-NORTHEAST OF A TELEPHONE POLE AND 2 FEET
 RM0840'EAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 RM0840'THE DISK IS STAMPED BRULE 1953.
 RM0840'
 RM0840'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 RM0840'STATE HIGHWAY 27 IN BRULE, GO SOUTH ON STATE HIGHWAY 27 FOR
 RM0840'3.0 MILES TO WHERE STATE HIGHWAY 27 TURNS LEFT, TURN LEFT AND
 RM0840'CONTINUE SOUTH ON STATE HIGHWAY 27 FOR 5.05 MILES TO A DIRT SIDE
 RM0840'ROAD LEFT, (JUST AFTER PASSING THROUGH AN AREA OF YOUNG PLANTED
 RM0840'PINES) TURN LEFT AND GO EAST FOR 1.0 MILE TO A CROSS-ROAD,
 RM0840'TURN LEFT AT THE CROSS-ROADS AND GO NORTH FOR 1.25 MILES TO A
 RM0840'SIDE ROAD RIGHT, TURN RIGHT AND GO UPHILL FOR 0.15 MILE TO THE
 RM0840'AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.25 MILE TO THE TOP
 RM0840'OF THE HILL AND THE STATION AS DESCRIBED.
 RM0840'
 RM0840'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RM0840
 RM0840                          STATION RECOVERY (2008)
 RM0840
 RM0840'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 RM0840'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO5990 ***********************************************************************
 DO5990  DESIGNATION -  BRULE GPS 2
 DO5990  PID         -  DO5990
 DO5990  STATE/COUNTY-  WI/BAYFIELD
 DO5990  COUNTRY     -  US
 DO5990  USGS QUAD   -  BRULE (2018)
 DO5990
 DO5990                         *CURRENT SURVEY CONTROL
 DO5990  ______________________________________________________________________
 DO5990* NAD 83(2011) POSITION- 46 33 47.60857(N) 091 30 02.63290(W)   ADJUSTED
 DO5990* NAD 83(2011) ELLIP HT-   310.176 (meters)        (04/30/14)   ADJUSTED
 DO5990* NAD 83(2011) EPOCH   -  2010.00
 DO5990* NAVD 88 ORTHO HEIGHT -   339.265 (meters)     1113.07  (feet) ADJUSTED
 DO5990  ______________________________________________________________________
 DO5990  GEOID HEIGHT    -        -29.088 (meters)                     GEOID18
 DO5990  NAD 83(2011) X  -   -115,058.858 (meters)                     COMP
 DO5990  NAD 83(2011) Y  - -4,391,778.228 (meters)                     COMP
 DO5990  NAD 83(2011) Z  -  4,608,740.676 (meters)                     COMP
 DO5990  LAPLACE CORR    -        -14.93  (seconds)                    DEFLEC18
 DO5990  DYNAMIC HEIGHT  -        339.289 (meters)     1113.15  (feet) COMP
 DO5990  MODELED GRAVITY -    980,673.9   (mgal)                       NAVD 88
 DO5990
 DO5990  VERT ORDER      -  SECOND    CLASS I
 DO5990
 DO5990  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5990  Standards:
 DO5990         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5990            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5990  -------------------------------------------------------------------
 DO5990  NETWORK    0.31   0.41           0.14   0.11   0.21      0.02625306
 DO5990  -------------------------------------------------------------------
 DO5990  Click here for local accuracies and other accuracy information.
 DO5990
 DO5990.The horizontal coordinates were established by GPS observations
 DO5990.and adjusted by the WI DEPT OF TRANSP in April 2014.
 DO5990
 DO5990.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5990.been affixed to the stable North American tectonic plate. See 
 DO5990.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5990
 DO5990.The horizontal coordinates are valid at the epoch date displayed above
 DO5990.which is a decimal equivalence of Year/Month/Day.
 DO5990
 DO5990.The orthometric height was determined by differential leveling and
 DO5990.adjusted by the NATIONAL GEODETIC SURVEY
 DO5990.in February 2017.
 DO5990
 DO5990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5990.GEOID18 height accuracy estimate available here.
 DO5990
 DO5990.Click photographs - Photos may exist for this station.
 DO5990
 DO5990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5990
 DO5990.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5990
 DO5990.The ellipsoidal height was determined by GPS observations
 DO5990.and is referenced to NAD 83.
 DO5990
 DO5990.The dynamic height is computed by dividing the NAVD 88
 DO5990.geopotential number by the normal gravity value computed on the
 DO5990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5990.degrees latitude (g = 980.6199 gals.).
 DO5990
 DO5990.The modeled gravity was interpolated from observed gravity values.
 DO5990
 DO5990. The following values were computed from the NAD 83(2011) position.
 DO5990
 DO5990;                    North         East     Units Scale Factor Converg.
 DO5990;SPC WI N     -   156,310.056   484,943.967   MT  0.99996914   -1 04 57.3
 DO5990;SPC WI N     -   512,827.24  1,591,020.33   sFT  0.99996914   -1 04 57.3
 DO5990;UTM  15      - 5,157,720.498   614,907.599   MT  0.99976230   +1 05 19.6
 DO5990
 DO5990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5990!SPC WI N     -   0.99995138  x   0.99996914  =   0.99992052
 DO5990!UTM  15      -   0.99995138  x   0.99976230  =   0.99971369
 DO5990
 DO5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1490757720(NAD 83)
 DO5990
 DO5990                          SUPERSEDED SURVEY CONTROL
 DO5990
 DO5990  NAVD 88 (07/25/13)  339.287  (m)         1113.14   (f) SUPERSEDED  2 1
 DO5990
 DO5990.Superseded values are not recommended for survey control.
 DO5990
 DO5990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5990.See file dsdata.pdf to determine how the superseded data were derived.
 DO5990
 DO5990_MARKER: DD = SURVEY DISK
 DO5990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO5990_STAMPING: BRULE GPS 2 2010
 DO5990_MARK LOGO: WIDT
 DO5990_PROJECTION: FLUSH
 DO5990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO5990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5990+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2013
 DO5990
 DO5990  HISTORY     - Date     Condition        Report By
 DO5990  HISTORY     - 2010     MONUMENTED       WIDT
 DO5990  HISTORY     - 20120529 GOOD             WIDT
 DO5990  HISTORY     - 20130901 GOOD             WIDT
 DO5990
 DO5990                          STATION DESCRIPTION
 DO5990
 DO5990'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO5990'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) EAST-NORTHEAST OF LAKE
 DO5990'NEBAGAMON, 3.9 MI (6.3 KM) WEST OF IRON RIVER, AND 3.7 MI (6.0 KM)
 DO5990'EAST OF BRULE.
 DO5990'
 DO5990'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 WITH STATE
 DO5990'HIGHWAY 27 IN THE TOWN OF BRULE, GO EAST ON U.S. HIGHWAY 2 FOR 3.1 MI
 DO5990'(5.0 KM) TO HOLLANDER ROAD ON THE LEFT.  CONTINUE NORTHEAST ON U.S.
 DO5990'HIGHWAY 2 FOR 0.6 MI (1.0 KM) TO HUGHES TOWN HALL ROAD ON THE RIGHT
 DO5990'AND THE STATION ON THE RIGHT.
 DO5990'
 DO5990'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO5990'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO5990'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DO5990'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DO5990'IS 33.4 M (109.6 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 2, 21
 DO5990'M (68.9 FT) SOUTHWEST OF THE CENTERLINE OF HUGHES TOWN HALL ROAD, 53.7
 DO5990'M (176.2 FT) NORTHWEST OF A POWER POLE --F 15 NO-- WITH TWO GUY WIRES
 DO5990'TO THE SOUTH, 35.2 M (115.5 FT) SOUTH-SOUTHWEST OF A -STOP- SIGN, AND
 DO5990'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD
 DO5990'POSTS.
 DO5990'
 DO5990'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO5990'DEGREES ABOVE THE HORIZON.
 DO5990
 DO5990                          STATION RECOVERY (2013)
 DO5990
 DO5990'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DO5990'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0839 ***********************************************************************
 RM0839  DESIGNATION -  BRULE LOT D
 RM0839  PID         -  RM0839
 RM0839  STATE/COUNTY-  WI/DOUGLAS
 RM0839  COUNTRY     -  US
 RM0839  USGS QUAD   -  ISLAND LAKE (2018)
 RM0839
 RM0839                         *CURRENT SURVEY CONTROL
 RM0839  ______________________________________________________________________
 RM0839* NAD 83(1996) POSITION- 46 27 57.84378(N) 091 33 56.62135(W)   ADJUSTED
 RM0839* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 RM0839  ______________________________________________________________________
 RM0839  GEOID HEIGHT    -        -28.318 (meters)                     GEOID18
 RM0839  LAPLACE CORR    -        -12.66  (seconds)                    DEFLEC18
 RM0839  HORZ ORDER      -  SECOND
 RM0839
 RM0839.The horizontal coordinates were established by classical geodetic methods
 RM0839.and adjusted by the National Geodetic Survey in March 1999.
 RM0839
 RM0839.The orthometric height was scaled from a topographic map.
 RM0839
 RM0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0839.GEOID18 height accuracy estimate available here.
 RM0839
 RM0839.Click photographs - Photos may exist for this station.
 RM0839
 RM0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0839
 RM0839. The following values were computed from the NAD 83(1996) position.
 RM0839
 RM0839;                    North         East     Units Scale Factor Converg.
 RM0839;SPC WI N     -   145,608.645   479,748.633   MT  0.99995888   -1 07 46.1
 RM0839;SPC WI N     -   477,717.70  1,573,975.31   sFT  0.99995888   -1 07 46.1
 RM0839;UTM  15      - 5,146,832.279   610,122.260   MT  0.99974906   +1 02 23.7
 RM0839
 RM0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0839!SPC WI N     -   0.99994002  x   0.99995888  =   0.99989890
 RM0839!UTM  15      -   0.99994002  x   0.99974906  =   0.99968909
 RM0839
 RM0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1012246832(NAD 83)
 RM0839
 RM0839                          SUPERSEDED SURVEY CONTROL
 RM0839
 RM0839  NAD 83(1991)-  46 27 57.84369(N)    091 33 56.62055(W) AD(       ) 2
 RM0839  NAD 83(1986)-  46 27 57.83765(N)    091 33 56.61829(W) AD(       ) 2
 RM0839  NAD 27      -  46 27 58.04300(N)    091 33 55.93500(W) AD(       ) 2
 RM0839
 RM0839.Superseded values are not recommended for survey control.
 RM0839
 RM0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0839.See file dsdata.pdf to determine how the superseded data were derived.
 RM0839
 RM0839_MARKER: DB = BENCH MARK DISK
 RM0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0839_STAMPING: D 1934 BRULE TOWER
 RM0839_MARK LOGO: USGS
 RM0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0839+STABILITY: SURFACE MOTION
 RM0839
 RM0839  HISTORY     - Date     Condition        Report By
 RM0839  HISTORY     - 1934     MONUMENTED       USGS
 RM0839
 RM0839                          STATION DESCRIPTION
 RM0839
 RM0839'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (DAJ)
 RM0839'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF BRULE IN
 RM0839'THE CENTER AND AT THE BASE OF BRULE LOOKOUT TOWER.  IT IS OF
 RM0839'CONCRETE, 6 INCHES SQUARE AT THE TOP AND PROJECTS 19 INCHES.
 RM0839'A STANDARD USGS BENCH MARK DISK IS SET IN TOP OF THE CONCRETE
 RM0839'AND IS STAMPED D 1934 BRULE TOWER.
 RM0839'
 RM0839'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BRULE
 RM0839'TO D 1934 AND THE DISTANCE IS 21.144 METERS (69.37 FEET)
 RM0839'NORTHWEST.
 RM0839'
 RM0839'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 RM0839'STATE HIGHWAY 27 IN BRULE, GO SOUTHERLY ON STATE HIGHWAY 27
 RM0839'FOR 3.0 MILES TO WHERE THE HIGHWAY TURNS LEFT, TURN LEFT AND
 RM0839'GO SOUTH ON STATE HIGHWAY 27 FOR 5.05 MILES TO A DIRT SIDE
 RM0839'ROAD LEFT, (JUST AFTER PASSING THROUGH A GROVE OF YOUNG PLANTED
 RM0839'PINES) TURN LEFT AND GO EAST FOR 1.0 MILE TO A CROSS-ROAD,
 RM0839'TURN LEFT AT THE CROSS-ROADS AND GO NORTH FOR 1.25 MILES TO
 RM0839'A DIRT SIDE ROAD RIGHT, TURN RIGHT AND GO UPHILL FOR 0.4 MILE
 RM0839'TO THE STATION ON TOP OF THE HILL.
 RM0839'
 RM0839'PROBABLY THE SAME STATION AS LOCATED IN 1939.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2783 ***********************************************************************
 DP2783  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2783  DESIGNATION -  BRULE N GPS
 DP2783  PID         -  DP2783
 DP2783  STATE/COUNTY-  WI/DOUGLAS
 DP2783  COUNTRY     -  US
 DP2783  USGS QUAD   -  OULU (2018)
 DP2783
 DP2783                         *CURRENT SURVEY CONTROL
 DP2783  ______________________________________________________________________
 DP2783* NAD 83(2011) POSITION- 46 38 00.23782(N) 091 36 19.13002(W)   ADJUSTED
 DP2783* NAD 83(2011) ELLIP HT-   245.337 (meters)        (05/27/14)   ADJUSTED
 DP2783* NAD 83(2011) EPOCH   -  2010.00
 DP2783* NAVD 88 ORTHO HEIGHT -   274.30  (meters)      899.9   (feet) GPS OBS
 DP2783  ______________________________________________________________________
 DP2783  GEOID HEIGHT    -        -28.958 (meters)                     GEOID18
 DP2783  NAD 83(2011) X  -   -122,914.984 (meters)                     COMP
 DP2783  NAD 83(2011) Y  - -4,385,850.602 (meters)                     COMP
 DP2783  NAD 83(2011) Z  -  4,614,053.828 (meters)                     COMP
 DP2783  LAPLACE CORR    -        -11.97  (seconds)                    DEFLEC18
 DP2783
 DP2783  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2783  Standards:
 DP2783         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2783            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2783  -------------------------------------------------------------------
 DP2783  NETWORK    0.61   0.86           0.27   0.22   0.44      0.13577566
 DP2783  -------------------------------------------------------------------
 DP2783  Click here for local accuracies and other accuracy information.
 DP2783
 DP2783.The horizontal coordinates were established by GPS observations
 DP2783.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2783
 DP2783.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2783.been affixed to the stable North American tectonic plate. See 
 DP2783.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2783
 DP2783.The horizontal coordinates are valid at the epoch date displayed above
 DP2783.which is a decimal equivalence of Year/Month/Day.
 DP2783
 DP2783.The orthometric height was determined by GPS observations and a
 DP2783.high-resolution geoid model using precise GPS observation and
 DP2783.processing techniques.
 DP2783
 DP2783.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2783.GEOID18 height accuracy estimate available here.
 DP2783
 DP2783.Click photographs - Photos may exist for this station.
 DP2783
 DP2783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2783
 DP2783.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2783
 DP2783.The ellipsoidal height was determined by GPS observations
 DP2783.and is referenced to NAD 83.
 DP2783
 DP2783. The following values were computed from the NAD 83(2011) position.
 DP2783
 DP2783;                    North         East     Units Scale Factor Converg.
 DP2783;SPC WI N     -   164,265.872   477,084.683   MT  0.99997835   -1 09 28.9
 DP2783;SPC WI N     -   538,928.95  1,565,235.33   sFT  0.99997835   -1 09 28.9
 DP2783;UTM  15      - 5,165,371.074   606,754.293   MT  0.99974008   +1 00 50.4
 DP2783
 DP2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2783!SPC WI N     -   0.99996154  x   0.99997835  =   0.99993989
 DP2783!UTM  15      -   0.99996154  x   0.99974008  =   0.99970163
 DP2783
 DP2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0675465371(NAD 83)
 DP2783
 DP2783                          SUPERSEDED SURVEY CONTROL
 DP2783
 DP2783  NAVD 88 (05/27/14)  274.30   (m)  GEOID12A model used  GPS OBS        
 DP2783
 DP2783.Superseded values are not recommended for survey control.
 DP2783
 DP2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2783.See file dsdata.pdf to determine how the superseded data were derived.
 DP2783
 DP2783_MARKER: DD = SURVEY DISK
 DP2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2783_STAMPING: BRULE N GPS 2010
 DP2783_MARK LOGO: WIDT
 DP2783_PROJECTION: PROJECTING 8 CENTIMETERS
 DP2783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2783+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DP2783
 DP2783  HISTORY     - Date     Condition        Report By
 DP2783  HISTORY     - 2010     MONUMENTED       WIDT
 DP2783  HISTORY     - 20140101 GOOD             WIDT
 DP2783
 DP2783                          STATION DESCRIPTION
 DP2783
 DP2783'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2783'THE STATION IS 14.2 MI (22.8 KM) SOUTHWEST OF PORT WING, 6.2 MI (10.0
 DP2783'KM) NORTHEAST OF MAPLE, AND 5.6 MI (9.0 KM) NORTH-NORTHWEST OF BRULE.
 DP2783'
 DP2783'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DP2783'HIGHWAY FF LOCATED APPROXIMATELY 11 MI (17.7 KM) NORTHEAST OF THE
 DP2783'VILLAGE OF POPLAR, GO WEST ON COUNTY HIGHWAY FF FOR 1.55 MI (2.5 KM)
 DP2783'TO LEPPALA ROAD AND THE STATION ON THE RIGHT.
 DP2783'
 DP2783'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2783'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2783'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL
 DP2783'WITH THE ROAD SURFACE.  THE STATION IS 7 M (23.0 FT) WEST OF THE
 DP2783'CENTERLINE OF LEPPALA ROAD, 31.6 M (103.7 FT) NORTH OF THE CENTERLINE
 DP2783'OF COUNTY HIGHWAY FF, 22.9 M (75.1 FT) NORTH OF A TELEPHONE JUNCTION
 DP2783'BOX --WA D 12A--, 22.7 M (74.5 FT) NORTHWEST OF A TELEPHONE JUNCTION
 DP2783'BOX, 21.4 M (70.2 FT) NORTH OF A -STOP- SIGN, AND LOCATED IN THE
 DP2783'CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD POSTS.
 DP2783'
 DP2783'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2783'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0859 ***********************************************************************
 RM0859  DESIGNATION -  BRULE RIVER
 RM0859  PID         -  RM0859
 RM0859  STATE/COUNTY-  WI/DOUGLAS
 RM0859  COUNTRY     -  US
 RM0859  USGS QUAD   -  OULU OE N (2018)
 RM0859
 RM0859                         *CURRENT SURVEY CONTROL
 RM0859  ______________________________________________________________________
 RM0859* NAD 83(1996) POSITION- 46 45 17.73642(N) 091 35 18.83511(W)   ADJUSTED
 RM0859* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 RM0859  ______________________________________________________________________
 RM0859  GEOID HEIGHT    -        -29.428 (meters)                     GEOID18
 RM0859  LAPLACE CORR    -        -13.84  (seconds)                    DEFLEC18
 RM0859  HORZ ORDER      -  SECOND
 RM0859
 RM0859.The horizontal coordinates were established by classical geodetic methods
 RM0859.and adjusted by the National Geodetic Survey in March 1999.
 RM0859
 RM0859.The orthometric height was scaled from a topographic map.
 RM0859
 RM0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0859.GEOID18 height accuracy estimate available here.
 RM0859
 RM0859.Click photographs - Photos may exist for this station.
 RM0859
 RM0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0859
 RM0859. The following values were computed from the NAD 83(1996) position.
 RM0859
 RM0859;                    North         East     Units Scale Factor Converg.
 RM0859;SPC WI N     -   177,746.798   478,637.090   MT  0.99999787   -1 08 45.4
 RM0859;SPC WI N     -   583,157.62  1,570,328.52   sFT  0.99999787   -1 08 45.4
 RM0859;UTM  15      - 5,178,897.837   607,794.150   MT  0.99974282   +1 01 41.6
 RM0859
 RM0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0859!SPC WI N     -   0.99997545  x   0.99999787  =   0.99997332
 RM0859!UTM  15      -   0.99997545  x   0.99974282  =   0.99971827
 RM0859
 RM0859:                Primary Azimuth Mark                     Grid Az
 RM0859:SPC WI N     -  AMINICON RIVER                           252 48 44.6
 RM0859:UTM  15      -  AMINICON RIVER                           250 38 17.6
 RM0859
 RM0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0779478897(NAD 83)
 RM0859
 RM0859|---------------------------------------------------------------------|
 RM0859| PID    Reference Object                     Distance      Geod. Az  |
 RM0859|                                                           dddmmss.s |
 RM0859| RM0869 AMINICON RIVER                      APPROX.22.0 KM 2513959.2 |
 RM0859|---------------------------------------------------------------------|
 RM0859
 RM0859                          SUPERSEDED SURVEY CONTROL
 RM0859
 RM0859  NAD 83(1991)-  46 45 17.73735(N)    091 35 18.83336(W) AD(       ) 2
 RM0859  NAD 83(1986)-  46 45 17.73203(N)    091 35 18.82647(W) AD(       ) 2
 RM0859  NAD 27      -  46 45 17.95600(N)    091 35 18.17400(W) AD(       ) 2
 RM0859  USSD        -  46 45 18.20600(N)    091 35 18.02400(W) AD(       ) 3
 RM0859
 RM0859.Superseded values are not recommended for survey control.
 RM0859
 RM0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0859.See file dsdata.pdf to determine how the superseded data were derived.
 RM0859
 RM0859_MARKER: W = UNMONUMENTED
 RM0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0859
 RM0859  HISTORY     - Date     Condition        Report By
 RM0859  HISTORY     - 1871     MONUMENTED       USLS
 RM0859  HISTORY     - 1977     SEE DESCRIPTION  NGS
 RM0859
 RM0859                          STATION DESCRIPTION
 RM0859
 RM0859'DESCRIBED BY US LAKE SURVEY 1871
 RM0859'CLOSE TO SOUTH SHORE OF LAKE SUPERIOR AND 1 MILE EAST OF MOUTH
 RM0859'OF BOIS BRULE RIVER.  STATION APPARENTLY NOT MARKED, REFERENCED
 RM0859'AS FOLLOWS--LATITUDE POST, S. 80 DEG 00 MIN W., DISTANT 69
 RM0859'FEET.  AND ANOTHER POST DUE SOUTH OF LATITUDE POST AND 69.3
 RM0859'FEET DISTANT FROM IT, UNDER WHICH IS A BOULDER WITH CROSS
 RM0859'CUT ON TOP.  U.S. LAKE SURVEY RECORDS ALSO CALL THIS STATION
 RM0859'BRULE.
 RM0859
 RM0859                          STATION RECOVERY (1977)
 RM0859
 RM0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0859'NO INFORMATION ON DISTANCES OR DIRECTIONS TO THIS STATION
 RM0859'
 RM0859'STATION WAS SEARCHED FOR, STATION WAS PLOTTED AND STATION NOW FALLS
 RM0859'IN THE LAKE AREA.  THERE HAS BEEN A LOT OF LAND WASHED AWAY IN
 RM0859'THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0811 ***********************************************************************
 OM0811  DESIGNATION -  BRUMDER
 OM0811  PID         -  OM0811
 OM0811  STATE/COUNTY-  WI/WAUKESHA
 OM0811  COUNTRY     -  US
 OM0811  USGS QUAD   -  STONEBANK (2018)
 OM0811
 OM0811                         *CURRENT SURVEY CONTROL
 OM0811  ______________________________________________________________________
 OM0811* NAD 83(1991) POSITION- 43 08 00.42850(N) 088 23 09.79867(W)   ADJUSTED
 OM0811* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 OM0811  ______________________________________________________________________
 OM0811  GEOID HEIGHT    -        -34.661 (meters)                     GEOID18
 OM0811  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 OM0811  HORZ ORDER      -  SECOND
 OM0811
 OM0811.The horizontal coordinates were established by classical geodetic methods
 OM0811.and adjusted by the National Geodetic Survey in November 1991.
 OM0811
 OM0811.The orthometric height was scaled from a topographic map.
 OM0811
 OM0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0811.GEOID18 height accuracy estimate available here.
 OM0811
 OM0811.Click photographs - Photos may exist for this station.
 OM0811
 OM0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0811
 OM0811. The following values were computed from the NAD 83(1991) position.
 OM0811
 OM0811;                    North         East     Units Scale Factor Converg.
 OM0811;SPC WI S     -   127,186.236   731,301.820   MT  0.99994341   +1 06 32.2
 OM0811;SPC WI S     -   417,276.84  2,399,279.39   sFT  0.99994341   +1 06 32.2
 OM0811;UTM  16      - 4,776,566.981   387,268.999   MT  0.99975633   -0 56 51.9
 OM0811
 OM0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0811!SPC WI S     -   0.99995714  x   0.99994341  =   0.99990056
 OM0811!UTM  16      -   0.99995714  x   0.99975633  =   0.99971349
 OM0811
 OM0811:                Primary Azimuth Mark                     Grid Az
 OM0811:SPC WI S     -  BRUMDER AZ MK                            338 07 33.1
 OM0811:UTM  16      -  BRUMDER AZ MK                            340 10 57.2
 OM0811
 OM0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8726876566(NAD 83)
 OM0811
 OM0811|---------------------------------------------------------------------|
 OM0811| PID    Reference Object                     Distance      Geod. Az  |
 OM0811|                                                           dddmmss.s |
 OM0811| CI9105 BRUMDER RM 1                         14.355 METERS 11341     |
 OM0811| CI9106 BRUMDER RM 2                         12.479 METERS 22519     |
 OM0811| CI9104 BRUMDER AZ MK                                      3391405.3 |
 OM0811|---------------------------------------------------------------------|
 OM0811
 OM0811                          SUPERSEDED SURVEY CONTROL
 OM0811
 OM0811  NAD 83(1986)-  43 08 00.42040(N)    088 23 09.80730(W) AD(       ) 2
 OM0811  NAD 27      -  43 08 00.39638(N)    088 23 09.46157(W) AD(       ) 2
 OM0811
 OM0811.Superseded values are not recommended for survey control.
 OM0811
 OM0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0811.See file dsdata.pdf to determine how the superseded data were derived.
 OM0811
 OM0811_MARKER: DS = TRIANGULATION STATION DISK
 OM0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0811_STAMPING: BRUMDER 1957
 OM0811_MARK LOGO: CGS
 OM0811_PROJECTION: FLUSH
 OM0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0811+STABILITY: SURFACE MOTION
 OM0811
 OM0811  HISTORY     - Date     Condition        Report By
 OM0811  HISTORY     - 1957     MONUMENTED       CGS
 OM0811  HISTORY     - 1961     GOOD             THOMAS
 OM0811  HISTORY     - 20060924 MARK NOT FOUND   USPSQD
 OM0811  HISTORY     - 20090322 MARK NOT FOUND   INDIV
 OM0811
 OM0811                          STATION DESCRIPTION
 OM0811
 OM0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0811'THE STATION IS LOCATED ABOUT 6 MILES EAST OF OCONOMOWOC, 1/4
 OM0811'MILE WEST OF THE NORTH END OF PINE LAKE, ON A WOODED KNOLL,
 OM0811'ABOUT 100 YARDS NORTH OF A GROUP OF PINE TREES WHICH ARE ON
 OM0811'THE HIGHEST PART OF THE KNOLL.  THE PROPERTY IS OWNED BY
 OM0811'MR. GEORGE BRUMDER WHO LIVES AT THE NORTH END OF PINE LAKE.
 OM0811'IT IS 5 FEET SOUTHWEST OF A WHITE WITNESS POST, 40 FEET WEST
 OM0811'OF THE CENTERLINE OF A VERY DIM TRACK ROAD AND 29 FEET
 OM0811'SOUTHWEST OF A 6 INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND
 OM0811'THE DISK IS STAMPED BRUMDER 1957.
 OM0811'
 OM0811'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND
 OM0811'U.S. HIGHWAY 16 ABOUT 1 MILE WEST OF HARTLAND, GO NORTH ON
 OM0811'HIGHWAY 83 FOR 2.6 MILES TO A CROSSROAD.  TURN LEFT AND GO
 OM0811'WEST ON COUNTY HIGHWAY K FOR 0.6 MILE TO A GRAVEL DRIVEWAY
 OM0811'LEFT, WITH LARGE STONE GATE POSTS AND THE NAME PLATE BRUMDER
 OM0811'ATTACHED TO THE POSTS ON EACH SIDE OF THE DRIVEWAY.  *TURN LEFT
 OM0811'ON THE GRAVEL DRIVEWAY PASSING BETWEEN THE STONE GATE POSTS
 OM0811'AND GO SOUTH FOR 0.2 MILE TO A GRAVEL SIDE ROAD RIGHT.  TURN
 OM0811'RIGHT AND GO WEST ON THE GRAVEL ROAD FOR 0.05 MILE TO A VERY
 OM0811'DIM WOODS ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE DIM
 OM0811'WOODS ROAD FOR 0.05 MILE TO A VERY DIM WOODS ROAD RIGHT.
 OM0811'TURN RIGHT THEN BEAR SOUTHWEST FOR 0.05 MILE TO THE STATION.
 OM0811'
 OM0811'REFERENCE MARK 1 IS 7 FEET EAST OF THE CENTERLINE OF THE DIM
 OM0811'WOODS ROAD, 12 FEET NORTHWEST OF A 6 INCH PINE TREE, 30 FEET
 OM0811'SOUTHEAST OF A 6 INCH CEDAR TREE AND 43 FEET EAST OF THE
 OM0811'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0811'STAMPED BRUMDER NO 1 1957.
 OM0811'
 OM0811'REFERENCE MARK 2 IS 46 FEET SOUTHWEST OF THE WHITE WITNESS
 OM0811'POST AND 14 FEET NORTHEAST OF AN 8 INCH PINE TREE.  THE MONUMENT
 OM0811'IS FLUSH AND THE DISK IS STAMPED BRUMDER NO 2 1957.
 OM0811'
 OM0811'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTERLINE OF COUNTY
 OM0811'HIGHWAY K, 6 INCHES NORTH OF A FENCE AND 3 FEET WEST OF A
 OM0811'WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 OM0811'DISK IS STAMPED BRUMDER 1957.
 OM0811'
 OM0811'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST
 OM0811'ON COUNTY HIGHWAY K FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 OM0811'LEFT ON THE ROAD RIGHT-OF-WAY.
 OM0811'
 OM0811'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0811
 OM0811                          STATION RECOVERY (1961)
 OM0811
 OM0811'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (MA)
 OM0811'STATION AND R.M. 1 AND R.M. 2 WERE FOUND UNDISTURBED.
 OM0811
 OM0811                          STATION RECOVERY (2006)
 OM0811
 OM0811'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 OM0811'FOUND GATE POSTS LABLED BRUNDER.  WHAT MAY HAVE BEEN A GRAVEL ROAD WAS
 OM0811'HARD TO DISTINGUISH.  DEBRIS AND FALLEN LEAVES OBSTRUCTED SEARCH.
 OM0811
 OM0811                          STATION RECOVERY (2009)
 OM0811
 OM0811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 OM0811'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0198 ***********************************************************************
 QN0198  DESIGNATION -  BRUN
 QN0198  PID         -  QN0198
 QN0198  STATE/COUNTY-  WI/RUSK
 QN0198  COUNTRY     -  US
 QN0198  USGS QUAD   -  LADYSMITH (2018)
 QN0198
 QN0198                         *CURRENT SURVEY CONTROL
 QN0198  ______________________________________________________________________
 QN0198* NAD 83(1991) POSITION- 45 27 29.98082(N) 091 04 43.20867(W)   ADJUSTED
 QN0198* NAVD 88 ORTHO HEIGHT -   344.091 (meters)     1128.91  (feet) ADJUSTED
 QN0198  ______________________________________________________________________
 QN0198  GEOID HEIGHT    -        -30.395 (meters)                     GEOID18
 QN0198  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 QN0198  DYNAMIC HEIGHT  -        344.075 (meters)     1128.85  (feet) COMP
 QN0198  MODELED GRAVITY -    980,558.4   (mgal)                       NAVD 88
 QN0198
 QN0198  HORZ ORDER      -  FIRST
 QN0198  VERT ORDER      -  FIRST     CLASS II
 QN0198
 QN0198.The horizontal coordinates were established by classical geodetic methods
 QN0198.and adjusted by the National Geodetic Survey in November 1991.
 QN0198
 QN0198.The orthometric height was determined by differential leveling and
 QN0198.adjusted by the NATIONAL GEODETIC SURVEY
 QN0198.in June 1991.
 QN0198
 QN0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0198.GEOID18 height accuracy estimate available here.
 QN0198
 QN0198.Click photographs - Photos may exist for this station.
 QN0198
 QN0198.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0198
 QN0198.The dynamic height is computed by dividing the NAVD 88
 QN0198.geopotential number by the normal gravity value computed on the
 QN0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0198.degrees latitude (g = 980.6199 gals.).
 QN0198
 QN0198.The modeled gravity was interpolated from observed gravity values.
 QN0198
 QN0198. The following values were computed from the NAD 83(1991) position.
 QN0198
 QN0198;                    North         East     Units Scale Factor Converg.
 QN0198;SPC WI C     -   181,134.395   515,634.273   MT  0.99999233   -0 45 39.9
 QN0198;SPC WI C     -   594,271.76  1,691,710.11   sFT  0.99999233   -0 45 39.9
 QN0198;UTM  15      - 5,035,662.375   650,217.719   MT  0.99987744   +1 22 10.8
 QN0198
 QN0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0198!SPC WI C     -   0.99995082  x   0.99999233  =   0.99994315
 QN0198!UTM  15      -   0.99995082  x   0.99987744  =   0.99982827
 QN0198
 QN0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5021735662(NAD 83)
 QN0198
 QN0198                          SUPERSEDED SURVEY CONTROL
 QN0198
 QN0198  NAD 83(1986)-  45 27 29.97606(N)    091 04 43.20653(W) AD(       ) 1
 QN0198  NAD 27      -  45 27 30.08200(N)    091 04 42.69100(W) AD(       ) 1
 QN0198  USSD        -  45 27 30.53400(N)    091 04 42.42000(W) AD(       ) 3
 QN0198  NGVD 29 (??/??/92)  344.096  (m)         1128.92   (f) ADJ UNCH    1 2
 QN0198  NGVD 29             344.10   (m)         1128.9    (f) LEVELING    3  
 QN0198
 QN0198.Superseded values are not recommended for survey control.
 QN0198
 QN0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0198.See file dsdata.pdf to determine how the superseded data were derived.
 QN0198
 QN0198_MARKER: DS = TRIANGULATION STATION DISK
 QN0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0198_STAMPING: BRUN 1921
 QN0198_MARK LOGO: CGS
 QN0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0198+STABILITY: SURFACE MOTION
 QN0198
 QN0198  HISTORY     - Date     Condition        Report By
 QN0198  HISTORY     - 1921     MONUMENTED       CGS
 QN0198  HISTORY     - 1922     GOOD             CGS
 QN0198  HISTORY     - 1934     POOR             CGS
 QN0198  HISTORY     - 1952     MARK NOT FOUND   CGS
 QN0198  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0198  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0198
 QN0198                          STATION DESCRIPTION
 QN0198
 QN0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0198'STATION IS ABOUT ONE MILE E OF MINNEAPOLIS, ST. PAUL AND SAULT
 QN0198'STE. MARIE RAILWAY DEPOT AT LADYSMITH, 5 METERS E OF MILEPOST
 QN0198'131.  IT IS 25 METERS W OF RAILROAD CULVERT 131-1/2 P., 5.74
 QN0198'METERS (18.837 FEET) S OF THE ABOVE RAILROAD.
 QN0198'
 QN0198'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 QN0198'CONCRETE.
 QN0198'
 QN0198'NO REFERENCE MARKS.
 QN0198
 QN0198                          STATION RECOVERY (1922)
 QN0198
 QN0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QN0198'1 MI E FROM LADYSMITH.
 QN0198'1 MILE EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0198'RAILROAD FROM THE STATION AT LADYSMITH, RUSK COUNTY, 16 FEET
 QN0198'EAST OF MILEPOST 131, 65 FEET WEST OF CULVERT 131-1/2 P, AND
 QN0198'18.8 FEET SOUTH OF THE TRACK.  A STANDARD TRIANGULATION-STATION
 QN0198'DISK, STAMPED BRUN 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0198'NOTE-- IT WAS REPORTED IN OCTOBER 1934 THAT THIS BENCH MARK
 QN0198'WAS COVERED BY ABOUT 1 FOOT OF FILL.
 QN0198
 QN0198                          STATION RECOVERY (1934)
 QN0198
 QN0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0198'MARK RECOVERED IN POOR CONDITION.
 QN0198
 QN0198                          STATION RECOVERY (1952)
 QN0198
 QN0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0198'SEARCH MADE FROM THE MEASUREMENTS GIVEN AND THE MARK WAS
 QN0198'NOT LOCATED.
 QN0198
 QN0198                          STATION RECOVERY (1985)
 QN0198
 QN0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0198'MARK NOT FOUND.
 QN0198
 QN0198                          STATION RECOVERY (2004)
 QN0198
 QN0198'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0198'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0520 ***********************************************************************
 QN0520  DESIGNATION -  BRUNET
 QN0520  PID         -  QN0520
 QN0520  STATE/COUNTY-  WI/SAWYER
 QN0520  COUNTRY     -  US
 QN0520  USGS QUAD   -  LORETTA (2018)
 QN0520
 QN0520                         *CURRENT SURVEY CONTROL
 QN0520  ______________________________________________________________________
 QN0520* NAD 83(1991) POSITION- 45 56 46.27961(N) 090 46 33.68387(W)   ADJUSTED
 QN0520* NAVD 88 ORTHO HEIGHT -   480.    (meters)     1575.    (feet) SCALED
 QN0520  ______________________________________________________________________
 QN0520  GEOID HEIGHT    -        -30.203 (meters)                     GEOID18
 QN0520  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 QN0520  HORZ ORDER      -  SECOND
 QN0520
 QN0520.The horizontal coordinates were established by classical geodetic methods
 QN0520.and adjusted by the National Geodetic Survey in November 1991.
 QN0520
 QN0520.The orthometric height was scaled from a topographic map.
 QN0520
 QN0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0520.GEOID18 height accuracy estimate available here.
 QN0520
 QN0520.Click photographs - Photos may exist for this station.
 QN0520
 QN0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0520
 QN0520. The following values were computed from the NAD 83(1991) position.
 QN0520
 QN0520;                    North         East     Units Scale Factor Converg.
 QN0520;SPC WI N     -    86,932.908   539,832.226   MT  0.99995279   -0 33 35.3
 QN0520;SPC WI N     -   285,212.38  1,771,099.56   sFT  0.99995279   -0 33 35.3
 QN0520;UTM  15      - 5,090,473.613   672,373.152   MT  0.99996528   +1 35 55.4
 QN0520
 QN0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0520!SPC WI N     -   0.99992949  x   0.99995279  =   0.99988228
 QN0520!UTM  15      -   0.99992949  x   0.99996528  =   0.99989477
 QN0520
 QN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7237390473(NAD 83)
 QN0520
 QN0520|---------------------------------------------------------------------|
 QN0520| PID    Reference Object                     Distance      Geod. Az  |
 QN0520|                                                           dddmmss.s |
 QN0520| QN0521 L BRUNET                             18.675 METERS 03039     |
 QN0520| CJ4341 BRUNET RM 1                          24.400 METERS 30140     |
 QN0520|---------------------------------------------------------------------|
 QN0520
 QN0520                          SUPERSEDED SURVEY CONTROL
 QN0520
 QN0520  NAD 83(1986)-  45 56 46.27439(N)    090 46 33.67902(W) AD(       ) 2
 QN0520  NAD 27      -  45 56 46.43700(N)    090 46 33.08100(W) AD(       ) 2
 QN0520
 QN0520.Superseded values are not recommended for survey control.
 QN0520
 QN0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0520.See file dsdata.pdf to determine how the superseded data were derived.
 QN0520
 QN0520_MARKER: DS = TRIANGULATION STATION DISK
 QN0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0520_STAMPING: BRUNET 1952
 QN0520_MARK LOGO: CGS
 QN0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0520+STABILITY: SURFACE MOTION
 QN0520
 QN0520  HISTORY     - Date     Condition        Report By
 QN0520  HISTORY     - 1952     MONUMENTED       CGS
 QN0520
 QN0520                          STATION DESCRIPTION
 QN0520
 QN0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0520'THE STATION IS LOCATED ABOUT 16.0 MILES WEST OF PARK FALLS,
 QN0520'5.5 MILES NORTHEAST OF LORETTA, 2.0 MILES SOUTH OF THE
 QN0520'ASHLAND-SAWYER COUNTY LINE AND AT THE BRUNET LOOKOUT TOWER.
 QN0520'
 QN0520'TO REACH THE STATION FROM THE SCHOOL HOUSE IN DRAPER, GO
 QN0520'EAST ON STATE HIGHWAY 70 FOR 3.35 MILES TO A SIDE ROAD LEFT
 QN0520'ON TOP OF HILL, TURN LEFT, NORTH FOR 5.35 MILES TO CROSSROADS,
 QN0520'TURN LEFT, WEST FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 QN0520'SOUTH FOR 0.15 MILE TO THE BRUNET LOOKOUT TOWER AND STATION
 QN0520'AS DESCRIBED.
 QN0520'
 QN0520'THE STATION MARK IS STAMPED BRUNET 1952.  IT IS A STANDARD
 QN0520'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 QN0520'IT IS 5 FEET NORTHWEST OF A WHITE WITNESS POST.
 QN0520'
 QN0520'REFERENCE MARK NO. 1 IS STAMPED BRUNET NO 1 1952.  IT IS A
 QN0520'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 QN0520'2 INCHES.
 QN0520'
 QN0520'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED L BRUNET 1941
 QN0520'WAS USED FOR THE SECOND REFERENCE MARK.  IT IS SET IN A 6 X 6
 QN0520'INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS SET
 QN0520'DIRECTLY UNDER THE CENTER OF THE BRUNET LOOKOUT TOWER.
 QN0520'
 QN0520'THERE IS NO AVAILABLE PLACE FOR AN AZIMUTH MARK AT THIS
 QN0520'STATION.
 QN0520'
 QN0520'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4647 ***********************************************************************
 DJ4647  DESIGNATION -  BRUNSWICK NORTH GPS
 DJ4647  PID         -  DJ4647
 DJ4647  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4647  COUNTRY     -  US
 DJ4647  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4647
 DJ4647                         *CURRENT SURVEY CONTROL
 DJ4647  ______________________________________________________________________
 DJ4647* NAD 83(2011) POSITION- 44 45 32.44328(N) 091 34 22.96503(W)   ADJUSTED
 DJ4647* NAD 83(2011) ELLIP HT-   214.526 (meters)        (06/27/12)   ADJUSTED
 DJ4647* NAD 83(2011) EPOCH   -  2010.00
 DJ4647* NAVD 88 ORTHO HEIGHT -   245.348 (meters)      804.95  (feet) ADJUSTED
 DJ4647  ______________________________________________________________________
 DJ4647  GEOID HEIGHT    -        -30.825 (meters)                     GEOID18
 DJ4647  NAD 83(2011) X  -   -124,537.037 (meters)                     COMP
 DJ4647  NAD 83(2011) Y  - -4,534,930.573 (meters)                     COMP
 DJ4647  NAD 83(2011) Z  -  4,468,522.770 (meters)                     COMP
 DJ4647  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 DJ4647  DYNAMIC HEIGHT  -        245.324 (meters)      804.87  (feet) COMP
 DJ4647  MODELED GRAVITY -    980,514.4   (mgal)                       NAVD 88
 DJ4647
 DJ4647  VERT ORDER      -  SECOND    CLASS I
 DJ4647
 DJ4647  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4647  Standards:
 DJ4647         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4647            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4647  -------------------------------------------------------------------
 DJ4647  NETWORK    0.36   0.35           0.16   0.13   0.18      0.01640172
 DJ4647  -------------------------------------------------------------------
 DJ4647  Click here for local accuracies and other accuracy information.
 DJ4647
 DJ4647.The horizontal coordinates were established by GPS observations
 DJ4647.and adjusted by the National Geodetic Survey in June 2012.
 DJ4647
 DJ4647.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4647.been affixed to the stable North American tectonic plate. See 
 DJ4647.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4647
 DJ4647.The horizontal coordinates are valid at the epoch date displayed above
 DJ4647.which is a decimal equivalence of Year/Month/Day.
 DJ4647
 DJ4647.The orthometric height was determined by differential leveling and
 DJ4647.adjusted by the WI DEPT OF TRANSP
 DJ4647.in May 2012.
 DJ4647
 DJ4647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4647.GEOID18 height accuracy estimate available here.
 DJ4647
 DJ4647.Click photographs - Photos may exist for this station.
 DJ4647
 DJ4647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4647
 DJ4647.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4647
 DJ4647.The ellipsoidal height was determined by GPS observations
 DJ4647.and is referenced to NAD 83.
 DJ4647
 DJ4647.The dynamic height is computed by dividing the NAVD 88
 DJ4647.geopotential number by the normal gravity value computed on the
 DJ4647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4647.degrees latitude (g = 980.6199 gals.).
 DJ4647
 DJ4647.The modeled gravity was interpolated from observed gravity values.
 DJ4647
 DJ4647. The following values were computed from the NAD 83(2011) position.
 DJ4647
 DJ4647;                    North         East     Units Scale Factor Converg.
 DJ4647;SPC WI C     -   104,066.066   475,466.414   MT  0.99994279   -1 06 35.7
 DJ4647;SPC WI C     -   341,423.42  1,559,926.06   sFT  0.99994279   -1 06 35.7
 DJ4647;UTM  15      - 4,957,170.604   612,936.376   MT  0.99975684   +1 00 17.5
 DJ4647
 DJ4647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4647!SPC WI C     -   0.99996637  x   0.99994279  =   0.99990916
 DJ4647!UTM  15      -   0.99996637  x   0.99975684  =   0.99972321
 DJ4647
 DJ4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1293657170(NAD 83)
 DJ4647
 DJ4647                          SUPERSEDED SURVEY CONTROL
 DJ4647
 DJ4647  ELLIP H (01/19/10)  214.557  (m)                       GP(       ) 3 1
 DJ4647  NAD 83(2007)-  44 45 32.44339(N)    091 34 22.96573(W) AD(2002.00) 1
 DJ4647  ELLIP H (07/29/08)  214.549  (m)                       GP(2002.00) 3 1
 DJ4647  NAVD 88             245.35   (m)          805.0    (f) LEVELING    3  
 DJ4647  NAVD 88             245.34   (m)          804.9    (f) LEVELING    3  
 DJ4647  NAVD 88 (07/08/08)  245.335  (m)          804.90   (f) SUPERSEDED  2 1
 DJ4647
 DJ4647.Superseded values are not recommended for survey control.
 DJ4647
 DJ4647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4647.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4647
 DJ4647_MARKER: DD = SURVEY DISK
 DJ4647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4647_STAMPING: BRUNSWICK NORTH GPS 1992
 DJ4647_MARK LOGO: WI-035
 DJ4647_PROJECTION: FLUSH
 DJ4647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4647+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2011
 DJ4647
 DJ4647  HISTORY     - Date     Condition        Report By
 DJ4647  HISTORY     - 1992     MONUMENTED       WI-035
 DJ4647  HISTORY     - 20061114 GOOD             WIDT
 DJ4647  HISTORY     - 20070820 GOOD             WIDT
 DJ4647  HISTORY     - 20100828 GOOD             GEOCAC
 DJ4647  HISTORY     - 20111109 GOOD             WIDT
 DJ4647
 DJ4647                          STATION DESCRIPTION
 DJ4647
 DJ4647'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4647'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH STATE
 DJ4647'HIGHWAY 85 ABOUT 3 MI (4.8 KM) SOUTHWEST OF THE CITY OF EAU CLAIRE, GO
 DJ4647'WEST ON STATE HIGHWAY 85 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DJ4647'RIGHT.  THE STATION IS A BRONZE EAU CLAIRE COUNTY GEODETIC CONTROL
 DJ4647'STATION DISK SET IN THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE
 DJ4647'POST, LOCATED WITH THE RIGHT-OF-WAY ABOUT 2 M (6.6 FT) ABOVE THE
 DJ4647'HIGHWAY PAVEMENT.  THE STATION IS 25 M (82.0 FT) NORTH OF THE
 DJ4647'CENTERLINE OF STATE HIGHWAY 85, 105 M (344.5 FT) WEST OF A FIELD
 DJ4647'ENTRANCE, 53 M (173.9 FT) NORTHEAST OF A WOOD POST FOR A --JCT 37 END
 DJ4647'85-- SIGN, 3.3 M (10.8 FT) SOUTH OF A WIRE FENCE, AND 1.0 M (3.3 FT)
 DJ4647'NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DJ4647'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4647'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4647
 DJ4647                          STATION RECOVERY (2007)
 DJ4647
 DJ4647'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 DJ4647'RECOVERED AS DESCRIBED.
 DJ4647
 DJ4647                          STATION RECOVERY (2010)
 DJ4647
 DJ4647'RECOVERY NOTE BY GEOCACHING 2010 (DMC)
 DJ4647'RECOVERED IN GOOD CONDITION.
 DJ4647
 DJ4647                          STATION RECOVERY (2011)
 DJ4647
 DJ4647'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4647'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4709 ***********************************************************************
 DJ4709  DESIGNATION -  BRUNSWICK NORTH GPS AZ MK
 DJ4709  PID         -  DJ4709
 DJ4709  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4709  COUNTRY     -  US
 DJ4709  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4709
 DJ4709                         *CURRENT SURVEY CONTROL
 DJ4709  ______________________________________________________________________
 DJ4709* NAD 83(1986) POSITION- 44 45 22.49   (N) 091 34 48.73   (W)   HD_HELD1
 DJ4709* NAVD 88 ORTHO HEIGHT -   233.885 (meters)      767.34  (feet) ADJUSTED
 DJ4709  ______________________________________________________________________
 DJ4709  GEOID HEIGHT    -        -30.817 (meters)                     GEOID18
 DJ4709  DYNAMIC HEIGHT  -        233.863 (meters)      767.27  (feet) COMP
 DJ4709  MODELED GRAVITY -    980,514.2   (mgal)                       NAVD 88
 DJ4709
 DJ4709  VERT ORDER      -  SECOND    CLASS I
 DJ4709
 DJ4709.The horizontal coordinates were determined by differentially corrected
 DJ4709.hand held GPS observations or other comparable positioning techniques
 DJ4709.and have an estimated accuracy of +/- 3 meters.
 DJ4709
 DJ4709.The orthometric height was determined by differential leveling and
 DJ4709.adjusted by the WI DEPT OF TRANSP
 DJ4709.in May 2012.
 DJ4709
 DJ4709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4709.GEOID18 height accuracy estimate available here.
 DJ4709
 DJ4709.Click photographs - Photos may exist for this station.
 DJ4709
 DJ4709.The dynamic height is computed by dividing the NAVD 88
 DJ4709.geopotential number by the normal gravity value computed on the
 DJ4709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4709.degrees latitude (g = 980.6199 gals.).
 DJ4709
 DJ4709.The modeled gravity was interpolated from observed gravity values.
 DJ4709
 DJ4709;                    North         East    Units  Estimated Accuracy
 DJ4709;SPC WI C     -   103,769.9     474,893.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4709
 DJ4709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1237556853(NAD 83)
 DJ4709
 DJ4709                          SUPERSEDED SURVEY CONTROL
 DJ4709
 DJ4709  NAVD 88 (07/08/08)  233.872  (m)          767.30   (f) SUPERSEDED  2 1
 DJ4709
 DJ4709.Superseded values are not recommended for survey control.
 DJ4709
 DJ4709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4709.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4709
 DJ4709_MARKER: DZ = AZIMUTH MARK DISK
 DJ4709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4709_STAMPING: BRUNSWICK NORTH GPS 1992
 DJ4709_MARK LOGO: WI-035
 DJ4709_PROJECTION: FLUSH
 DJ4709_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4709+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2011
 DJ4709
 DJ4709  HISTORY     - Date     Condition        Report By
 DJ4709  HISTORY     - 1992     MONUMENTED       WI-035
 DJ4709  HISTORY     - 20060912 GOOD             WIDT
 DJ4709  HISTORY     - 20111109 GOOD             WIDT
 DJ4709
 DJ4709                          STATION DESCRIPTION
 DJ4709
 DJ4709'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4709'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH STATE
 DJ4709'HIGHWAY 85 ABOUT 3 MI (4.8 KM) SOUTH OF THE CITY OF EAU CLAIRE, GO
 DJ4709'WESTERLY ON STATE HIGHWAY 85 FOR 0.55 MI (0.9 KM) TO AN ENTRY TO A
 DJ4709'WAYSIDE ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 85 FOR 0.05 MI
 DJ4709'(0.1 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE EAU
 DJ4709'CLAIRE COUNTY GEODETIC CONTROL AZIMUTH MARKER DISK SET IN THE TOP OF A
 DJ4709'30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4709'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION 15.5
 DJ4709'M (50.9 FT) NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 85,
 DJ4709'18.0 M (59.1 FT) SOUTH-SOUTHWEST OF A POWER POLE, AND 8.8 M (28.9 FT)
 DJ4709'SOUTHEAST OF THE SOUTHEAST CORNER OF THE WAYSIDE RESTROOM BUILDING.
 DJ4709'---NOTE---THIS STATION HAS A TREE TO THE WEST OF THE STATION EXTENDING
 DJ4709'TO 40 DEGREES ABOVE THE HORIZON AND TREES TO THE EAST OF THE STATION
 DJ4709'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 DJ4709
 DJ4709                          STATION RECOVERY (2011)
 DJ4709
 DJ4709'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4645 ***********************************************************************
 DJ4645  DESIGNATION -  BRUNSWICK NW GPS
 DJ4645  PID         -  DJ4645
 DJ4645  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4645  COUNTRY     -  US
 DJ4645  USGS QUAD   -  ELK CREEK LAKE (2018)
 DJ4645
 DJ4645                         *CURRENT SURVEY CONTROL
 DJ4645  ______________________________________________________________________
 DJ4645* NAD 83(2011) POSITION- 44 45 21.67467(N) 091 38 34.57990(W)   ADJUSTED
 DJ4645* NAD 83(2011) ELLIP HT-   200.757 (meters)        (06/27/12)   ADJUSTED
 DJ4645* NAD 83(2011) EPOCH   -  2010.00
 DJ4645* NAVD 88 ORTHO HEIGHT -   231.497 (meters)      759.50  (feet) ADJUSTED
 DJ4645  ______________________________________________________________________
 DJ4645  GEOID HEIGHT    -        -30.754 (meters)                     GEOID18
 DJ4645  NAD 83(2011) X  -   -130,075.368 (meters)                     COMP
 DJ4645  NAD 83(2011) Y  - -4,534,999.473 (meters)                     COMP
 DJ4645  NAD 83(2011) Z  -  4,468,277.023 (meters)                     COMP
 DJ4645  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 DJ4645  DYNAMIC HEIGHT  -        231.474 (meters)      759.43  (feet) COMP
 DJ4645  MODELED GRAVITY -    980,516.1   (mgal)                       NAVD 88
 DJ4645
 DJ4645  VERT ORDER      -  SECOND    CLASS I
 DJ4645
 DJ4645  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4645  Standards:
 DJ4645         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4645            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4645  -------------------------------------------------------------------
 DJ4645  NETWORK    0.34   0.35           0.15   0.13   0.18      0.03137804
 DJ4645  -------------------------------------------------------------------
 DJ4645  Click here for local accuracies and other accuracy information.
 DJ4645
 DJ4645.The horizontal coordinates were established by GPS observations
 DJ4645.and adjusted by the National Geodetic Survey in June 2012.
 DJ4645
 DJ4645.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4645.been affixed to the stable North American tectonic plate. See 
 DJ4645.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4645
 DJ4645.The horizontal coordinates are valid at the epoch date displayed above
 DJ4645.which is a decimal equivalence of Year/Month/Day.
 DJ4645
 DJ4645.The orthometric height was determined by differential leveling and
 DJ4645.adjusted by the WI DEPT OF TRANSP
 DJ4645.in May 2012.
 DJ4645
 DJ4645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4645.GEOID18 height accuracy estimate available here.
 DJ4645
 DJ4645.Click photographs - Photos may exist for this station.
 DJ4645
 DJ4645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4645
 DJ4645.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4645
 DJ4645.The ellipsoidal height was determined by GPS observations
 DJ4645.and is referenced to NAD 83.
 DJ4645
 DJ4645.The dynamic height is computed by dividing the NAVD 88
 DJ4645.geopotential number by the normal gravity value computed on the
 DJ4645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4645.degrees latitude (g = 980.6199 gals.).
 DJ4645
 DJ4645.The modeled gravity was interpolated from observed gravity values.
 DJ4645
 DJ4645. The following values were computed from the NAD 83(2011) position.
 DJ4645
 DJ4645;                    North         East     Units Scale Factor Converg.
 DJ4645;SPC WI C     -   103,843.309   469,927.196   MT  0.99994289   -1 09 33.2
 DJ4645;SPC WI C     -   340,692.59  1,541,752.81   sFT  0.99994289   -1 09 33.2
 DJ4645;UTM  15      - 4,956,743.676   607,410.220   MT  0.99974187   +0 57 20.1
 DJ4645
 DJ4645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4645!SPC WI C     -   0.99996852  x   0.99994289  =   0.99991142
 DJ4645!UTM  15      -   0.99996852  x   0.99974187  =   0.99971040
 DJ4645
 DJ4645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0741056743(NAD 83)
 DJ4645
 DJ4645                          SUPERSEDED SURVEY CONTROL
 DJ4645
 DJ4645  ELLIP H (01/19/10)  200.787  (m)                       GP(       ) 3 1
 DJ4645  NAD 83(2007)-  44 45 21.67478(N)    091 38 34.58060(W) AD(2002.00) 1
 DJ4645  ELLIP H (07/29/08)  200.779  (m)                       GP(2002.00) 3 1
 DJ4645  NAVD 88             231.50   (m)          759.5    (f) LEVELING    3  
 DJ4645  NAVD 88             231.48   (m)          759.4    (f) LEVELING    3  
 DJ4645  NAVD 88 (07/08/08)  231.483  (m)          759.46   (f) SUPERSEDED  2 1
 DJ4645
 DJ4645.Superseded values are not recommended for survey control.
 DJ4645
 DJ4645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4645.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4645
 DJ4645_MARKER: DD = SURVEY DISK
 DJ4645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4645_STAMPING: BRUNSWICK NW GPS 1992
 DJ4645_MARK LOGO: WI-035
 DJ4645_PROJECTION: FLUSH
 DJ4645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4645+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2011
 DJ4645
 DJ4645  HISTORY     - Date     Condition        Report By
 DJ4645  HISTORY     - 1992     MONUMENTED       WI-035
 DJ4645  HISTORY     - 20061114 GOOD             WIDT
 DJ4645  HISTORY     - 20070821 GOOD             WIDT
 DJ4645  HISTORY     - 20100828 GOOD             GEOCAC
 DJ4645  HISTORY     - 20111109 GOOD             WIDT
 DJ4645
 DJ4645                          STATION DESCRIPTION
 DJ4645
 DJ4645'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4645'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 WITH STATE
 DJ4645'HIGHWAY 37 ABOUT 3 MI (4.8 KM) SOUTHWEST OF THE CITY OF EAU CLAIRE, GO
 DJ4645'WEST ON STATE HIGHWAY 85 FOR 2.1 MI (3.4 KM) TO MAPLE DRIVE ROAD,
 DJ4645'CONTINUE WEST ON STATE HIGHWAY 85 FOR 1.6 MI (2.6 KM) TO THE STATION
 DJ4645'ON THE RIGHT.  THE STATION IS A BRONZE EAU CLAIRE COUNTY GEODETIC
 DJ4645'CONTROL STATION DISK SET IN THE TOP OF A 30-CM (12 INCH) DIAMETER
 DJ4645'CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DJ4645'HIGHWAY PAVEMENT.  THE STATION IS 17.5 M (57.4 FT) NORTH OF THE
 DJ4645'CENTERLINE OF STATE HIGHWAY 85, 94 M (308.4 FT) EAST OF A PRIVATE
 DJ4645'ENTRANCE --W7624--, 23 M (75.5 FT) WEST OF THE EXTENDED CENTER OF A
 DJ4645'FIELD ENTRANCE, 1.0 M (3.3 FT) SOUTH OF A BARBED WIRE FENCE, AND 1.0 M
 DJ4645'(3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DJ4645'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4645'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4645
 DJ4645                          STATION RECOVERY (2007)
 DJ4645
 DJ4645'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 DJ4645'RECOVERED AS DESCRIBED.
 DJ4645
 DJ4645                          STATION RECOVERY (2010)
 DJ4645
 DJ4645'RECOVERY NOTE BY GEOCACHING 2010 (DMC)
 DJ4645'RECOVERED IN GOOD CONDITION.
 DJ4645
 DJ4645                          STATION RECOVERY (2011)
 DJ4645
 DJ4645'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4646 ***********************************************************************
 DJ4646  DESIGNATION -  BRUNSWICK NW GPS AZ MK
 DJ4646  PID         -  DJ4646
 DJ4646  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4646  COUNTRY     -  US
 DJ4646  USGS QUAD   -  ELK CREEK LAKE (2018)
 DJ4646
 DJ4646                         *CURRENT SURVEY CONTROL
 DJ4646  ______________________________________________________________________
 DJ4646* NAD 83(1986) POSITION- 44 45 21.91   (N) 091 38 05.34   (W)   HD_HELD1
 DJ4646* NAVD 88 ORTHO HEIGHT -   231.355 (meters)      759.04  (feet) ADJUSTED
 DJ4646  ______________________________________________________________________
 DJ4646  GEOID HEIGHT    -        -30.761 (meters)                     GEOID18
 DJ4646  DYNAMIC HEIGHT  -        231.333 (meters)      758.97  (feet) COMP
 DJ4646  MODELED GRAVITY -    980,515.9   (mgal)                       NAVD 88
 DJ4646
 DJ4646  VERT ORDER      -  SECOND    CLASS I
 DJ4646
 DJ4646.The horizontal coordinates were determined by differentially corrected
 DJ4646.hand held GPS observations or other comparable positioning techniques
 DJ4646.and have an estimated accuracy of +/- 3 meters.
 DJ4646
 DJ4646.The orthometric height was determined by differential leveling and
 DJ4646.adjusted by the WI DEPT OF TRANSP
 DJ4646.in May 2012.
 DJ4646
 DJ4646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4646.GEOID18 height accuracy estimate available here.
 DJ4646
 DJ4646.Click photographs - Photos may exist for this station.
 DJ4646
 DJ4646.The dynamic height is computed by dividing the NAVD 88
 DJ4646.geopotential number by the normal gravity value computed on the
 DJ4646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4646.degrees latitude (g = 980.6199 gals.).
 DJ4646
 DJ4646.The modeled gravity was interpolated from observed gravity values.
 DJ4646
 DJ4646;                    North         East    Units  Estimated Accuracy
 DJ4646;SPC WI C     -   103,837.6     470,570.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4646
 DJ4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0805256761(NAD 83)
 DJ4646
 DJ4646                          SUPERSEDED SURVEY CONTROL
 DJ4646
 DJ4646  NAVD 88 (07/08/08)  231.342  (m)          758.99   (f) SUPERSEDED  2 1
 DJ4646
 DJ4646.Superseded values are not recommended for survey control.
 DJ4646
 DJ4646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4646.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4646
 DJ4646_MARKER: DZ = AZIMUTH MARK DISK
 DJ4646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4646_STAMPING: BRUNSWICK NW GPS 1992
 DJ4646_MARK LOGO: WI-035
 DJ4646_PROJECTION: FLUSH
 DJ4646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4646+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2011
 DJ4646
 DJ4646  HISTORY     - Date     Condition        Report By
 DJ4646  HISTORY     - 1992     MONUMENTED       WI-035
 DJ4646  HISTORY     - 20060913 GOOD             WIDT
 DJ4646  HISTORY     - 20111109 GOOD             WIDT
 DJ4646
 DJ4646                          STATION DESCRIPTION
 DJ4646
 DJ4646'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4646'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH STATE
 DJ4646'HIGHWAY 85 ABOUT 3 MI (4.8 KM) SOUTHWEST OF THE CITY OF EAU CLAIRE, GO
 DJ4646'WESTERLY ON STATE HIGHWAY 85 FOR 1.8 MI (2.9 KM) TO MAPLE DRIVE ROAD,
 DJ4646'CONTINUE WEST ON STATE HIGHWAY 85 FOR 1.15 MI (1.9 KM) TO THE STATION
 DJ4646'ON THE LEFT.  THE STATION IS A BRONZE EAU CLAIRE COUNTY GEODETIC
 DJ4646'CONTROL AZIMUTH MARKER DISK SET IN THE TOP OF A 30-CM (12 INCH)
 DJ4646'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DJ4646'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.3 M (40.4 FT) SOUTH OF
 DJ4646'THE CENTERLINE OF STATE HIGHWAY 85, 1.0 M (3.3 FT) NORTHWEST OF A RED
 DJ4646'WOOD POST, 0.7 M (2.3 FT) NORTH A WHITE PLASTIC WITNESS POST, 0.6 M
 DJ4646'(2.0 FT) NORTH OF A METAL WITNESS POST WITH A YELLOW PLAQUE, AND 0.5 M
 DJ4646'(1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4646'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4646'ABOVE THE HORIZON.
 DJ4646
 DJ4646                          STATION RECOVERY (2011)
 DJ4646
 DJ4646'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4646'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5210 ***********************************************************************
 DK5210  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5210  DESIGNATION -  BRUNSWICK SOUTH GPS
 DK5210  PID         -  DK5210
 DK5210  STATE/COUNTY-  WI/EAU CLAIRE
 DK5210  COUNTRY     -  US
 DK5210  USGS QUAD   -  MONDOVI NE (2018)
 DK5210
 DK5210                         *CURRENT SURVEY CONTROL
 DK5210  ______________________________________________________________________
 DK5210* NAD 83(2011) POSITION- 44 41 39.42049(N) 091 35 06.31496(W)   ADJUSTED
 DK5210* NAD 83(2011) ELLIP HT-   265.303 (meters)        (06/27/12)   ADJUSTED
 DK5210* NAD 83(2011) EPOCH   -  2010.00
 DK5210* NAVD 88 ORTHO HEIGHT -   296.11  (meters)      971.5   (feet) GPS OBS
 DK5210  ______________________________________________________________________
 DK5210  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5210  GEOID HEIGHT    -        -30.805 (meters)                     GEOID12A
 DK5210  GEOID HEIGHT    -        -30.806 (meters)                     GEOID18
 DK5210  NAD 83(2011) X  -   -125,631.148 (meters)                     COMP
 DK5210  NAD 83(2011) Y  - -4,540,000.548 (meters)                     COMP
 DK5210  NAD 83(2011) Z  -  4,463,447.846 (meters)                     COMP
 DK5210  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 DK5210
 DK5210  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5210  Standards:
 DK5210         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5210            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5210  -------------------------------------------------------------------
 DK5210  NETWORK    0.42   0.37           0.19   0.15   0.19     -0.05743908
 DK5210  -------------------------------------------------------------------
 DK5210  Click here for local accuracies and other accuracy information.
 DK5210
 DK5210.The horizontal coordinates were established by GPS observations
 DK5210.and adjusted by the National Geodetic Survey in June 2012.
 DK5210
 DK5210.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5210.been affixed to the stable North American tectonic plate. See 
 DK5210.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5210
 DK5210.The horizontal coordinates are valid at the epoch date displayed above
 DK5210.which is a decimal equivalence of Year/Month/Day.
 DK5210
 DK5210.The orthometric height was determined by GPS observations and a
 DK5210.high-resolution geoid model using precise GPS observation and
 DK5210.processing techniques.
 DK5210
 DK5210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5210.GEOID18 height accuracy estimate available here.
 DK5210
 DK5210.Click photographs - Photos may exist for this station.
 DK5210
 DK5210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5210
 DK5210.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5210
 DK5210.The ellipsoidal height was determined by GPS observations
 DK5210.and is referenced to NAD 83.
 DK5210
 DK5210. The following values were computed from the NAD 83(2011) position.
 DK5210
 DK5210;                    North         East     Units Scale Factor Converg.
 DK5210;SPC WI C     -    96,893.322   474,372.841   MT  0.99994572   -1 07 06.2
 DK5210;SPC WI C     -   317,890.84  1,556,338.23   sFT  0.99994572   -1 07 06.2
 DK5210;UTM  15      - 4,949,963.758   612,108.316   MT  0.99975455   +0 59 42.9
 DK5210
 DK5210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5210!SPC WI C     -   0.99995840  x   0.99994572  =   0.99990413
 DK5210!UTM  15      -   0.99995840  x   0.99975455  =   0.99971296
 DK5210
 DK5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1210849963(NAD 83)
 DK5210
 DK5210                          SUPERSEDED SURVEY CONTROL
 DK5210
 DK5210  ELLIP H (01/19/10)  265.336  (m)                       GP(       ) 3 1
 DK5210  NAD 83(2007)-  44 41 39.42059(N)    091 35 06.31576(W) AD(2002.00) 1
 DK5210  ELLIP H (07/29/08)  265.331  (m)                       GP(2002.00) 3 1
 DK5210  NAVD 88 (07/29/08)  296.10   (m)  GEOID03  model used  GPS OBS        
 DK5210
 DK5210.Superseded values are not recommended for survey control.
 DK5210
 DK5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5210.See file dsdata.pdf to determine how the superseded data were derived.
 DK5210
 DK5210_MARKER: DD = SURVEY DISK
 DK5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5210_STAMPING: BRUNSWICK SOUTH GPS 1992
 DK5210_MARK LOGO: WI-035
 DK5210_PROJECTION: FLUSH
 DK5210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5210+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2011
 DK5210
 DK5210  HISTORY     - Date     Condition        Report By
 DK5210  HISTORY     - 1992     MONUMENTED       WI-035
 DK5210  HISTORY     - 20061107 GOOD             WIDT
 DK5210  HISTORY     - 20100828 GOOD             GEOCAC
 DK5210  HISTORY     - 20111109 GOOD             WIDT
 DK5210
 DK5210                          STATION DESCRIPTION
 DK5210
 DK5210'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5210'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH COUNTY
 DK5210'HIGHWAY HH ABOUT 6 MI (9.7 KM) SOUTH-SOUTHWEST OF THE CITY OF EAU
 DK5210'CLAIRE, GO WEST-SOUTHWEST ON STATE HIGHWAY 37 FOR 0.6 MI (1.0 KM) TO
 DK5210'SANBERG ROAD ON THE LEFT, CONTINUE WEST-SOUTHWEST ON STATE HIGHWAY 37
 DK5210'FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DK5210'BRONZE EAU CLAIRE COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP
 DK5210'OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5210'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DK5210'12.2 M (40.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DK5210'37, 60 M (196.9 FT) WEST-SOUTHWEST OF A WOOD POST FOR A --NO PASSING
 DK5210'ZONE-- SIGN, 48 M (157.5 FT) EAST-NORTHEAST OF A PRIVATE ENTRANCE
 DK5210'--W4808--, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF AN
 DK5210'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5210'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5210'HORIZON.
 DK5210
 DK5210                          STATION RECOVERY (2010)
 DK5210
 DK5210'RECOVERY NOTE BY GEOCACHING 2010 (DMC)
 DK5210'RECOVERED IN GOOD CONDITION.
 DK5210
 DK5210                          STATION RECOVERY (2011)
 DK5210
 DK5210'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5209 ***********************************************************************
 DK5209  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5209  DESIGNATION -  BRUNSWICK SW GPS
 DK5209  PID         -  DK5209
 DK5209  STATE/COUNTY-  WI/EAU CLAIRE
 DK5209  COUNTRY     -  US
 DK5209  USGS QUAD   -  ROCK FALLS (2018)
 DK5209
 DK5209                         *CURRENT SURVEY CONTROL
 DK5209  ______________________________________________________________________
 DK5209* NAD 83(2011) POSITION- 44 41 59.21274(N) 091 38 07.06131(W)   ADJUSTED
 DK5209* NAD 83(2011) ELLIP HT-   244.601 (meters)        (06/27/12)   ADJUSTED
 DK5209* NAD 83(2011) EPOCH   -  2010.00
 DK5209* NAVD 88 ORTHO HEIGHT -   275.35  (meters)      903.4   (feet) GPS OBS
 DK5209  ______________________________________________________________________
 DK5209  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5209  GEOID HEIGHT    -        -30.755 (meters)                     GEOID12A
 DK5209  GEOID HEIGHT    -        -30.756 (meters)                     GEOID18
 DK5209  NAD 83(2011) X  -   -129,596.741 (meters)                     COMP
 DK5209  NAD 83(2011) Y  - -4,539,444.446 (meters)                     COMP
 DK5209  NAD 83(2011) Z  -  4,463,867.589 (meters)                     COMP
 DK5209  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 DK5209
 DK5209  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5209  Standards:
 DK5209         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5209            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5209  -------------------------------------------------------------------
 DK5209  NETWORK    0.36   0.33           0.16   0.13   0.17      0.02255991
 DK5209  -------------------------------------------------------------------
 DK5209  Click here for local accuracies and other accuracy information.
 DK5209
 DK5209.The horizontal coordinates were established by GPS observations
 DK5209.and adjusted by the National Geodetic Survey in June 2012.
 DK5209
 DK5209.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5209.been affixed to the stable North American tectonic plate. See 
 DK5209.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5209
 DK5209.The horizontal coordinates are valid at the epoch date displayed above
 DK5209.which is a decimal equivalence of Year/Month/Day.
 DK5209
 DK5209.The orthometric height was determined by GPS observations and a
 DK5209.high-resolution geoid model using precise GPS observation and
 DK5209.processing techniques.
 DK5209
 DK5209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5209.GEOID18 height accuracy estimate available here.
 DK5209
 DK5209.Click photographs - Photos may exist for this station.
 DK5209
 DK5209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5209
 DK5209.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5209
 DK5209.The ellipsoidal height was determined by GPS observations
 DK5209.and is referenced to NAD 83.
 DK5209
 DK5209. The following values were computed from the NAD 83(2011) position.
 DK5209
 DK5209;                    North         East     Units Scale Factor Converg.
 DK5209;SPC WI C     -    97,583.021   470,406.458   MT  0.99994542   -1 09 13.8
 DK5209;SPC WI C     -   320,153.63  1,543,325.19   sFT  0.99994542   -1 09 13.8
 DK5209;UTM  15      - 4,950,506.588   608,119.978   MT  0.99974375   +0 57 36.1
 DK5209
 DK5209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5209!SPC WI C     -   0.99996165  x   0.99994542  =   0.99990707
 DK5209!UTM  15      -   0.99996165  x   0.99974375  =   0.99970541
 DK5209
 DK5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0811950506(NAD 83)
 DK5209
 DK5209                          SUPERSEDED SURVEY CONTROL
 DK5209
 DK5209  ELLIP H (01/19/10)  244.634  (m)                       GP(       ) 3 1
 DK5209  NAD 83(2007)-  44 41 59.21283(N)    091 38 07.06212(W) AD(2002.00) 1
 DK5209  ELLIP H (07/29/08)  244.630  (m)                       GP(2002.00) 3 1
 DK5209  NAVD 88 (07/29/08)  275.35   (m)  GEOID03  model used  GPS OBS        
 DK5209
 DK5209.Superseded values are not recommended for survey control.
 DK5209
 DK5209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5209.See file dsdata.pdf to determine how the superseded data were derived.
 DK5209
 DK5209_MARKER: DD = SURVEY DISK
 DK5209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5209_STAMPING: BRUNSWICK SW GPS 1992
 DK5209_MARK LOGO: WI-035
 DK5209_PROJECTION: FLUSH
 DK5209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5209+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2011
 DK5209
 DK5209  HISTORY     - Date     Condition        Report By
 DK5209  HISTORY     - 1992     MONUMENTED       WI-035
 DK5209  HISTORY     - 20061113 GOOD             WIDT
 DK5209  HISTORY     - 20100828 GOOD             GEOCAC
 DK5209  HISTORY     - 20111109 GOOD             WIDT
 DK5209
 DK5209                          STATION DESCRIPTION
 DK5209
 DK5209'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5209'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 WITH COUNTY
 DK5209'HIGHWAY Z ABOUT 5 MI (8.0 KM) SOUTHWEST OF THE CITY OF EAU CLAIRE, GO
 DK5209'SOUTH ON STATE HIGHWAY 37 FOR 1.5 MI (2.4 KM) TO LANGDELL ROAD, TURN
 DK5209'RIGHT AND GO WESTERLY ON LANGDELL ROAD FOR 3.3 MI (5.3 KM) TO SOUTH
 DK5209'ROAD, TURN LEFT AND GO SOUTH ON SOUTH ROAD FOR 0.85 MI (1.4 KM) TO THE
 DK5209'STATION ON THE LEFT.  THE STATION IS A BRONZE EAU CLAIRE COUNTY
 DK5209'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 30-CM (12 INCH)
 DK5209'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3
 DK5209'FT) ABOVE THE ROAD PAVEMENT.  THE STATION IS 10.6 M (34.8 FT) EAST OF
 DK5209'THE CENTERLINE OF SOUTH ROAD, 26.9 M (88.3 FT) SOUTHEAST OF A WOOD
 DK5209'POST FOR A CURVE AHEAD --15 MPH-- SIGN, 1 M (3.3 FT) WEST OF A BARBED
 DK5209'WIRE FENCE, 1 M (3.3 FT) NORTH OF THE EXTENDED CENTER OF A FIELD
 DK5209'ENTRANCE, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF AN
 DK5209'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5209'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5209'HORIZON.
 DK5209
 DK5209                          STATION RECOVERY (2010)
 DK5209
 DK5209'RECOVERY NOTE BY GEOCACHING 2010 (DMC)
 DK5209'THE MOST SOUTHERN ORANGE 4X4 PLASTIC WITNESS POST IS BROKEN OFF AND
 DK5209'LYING ON THE GROUND.
 DK5209
 DK5209                          STATION RECOVERY (2011)
 DK5209
 DK5209'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5209'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0262 ***********************************************************************
 QN0262  DESIGNATION -  BRUSH
 QN0262  PID         -  QN0262
 QN0262  STATE/COUNTY-  WI/WASHBURN
 QN0262  COUNTRY     -  US
 QN0262  USGS QUAD   -  BEAN LAKE (2019)
 QN0262
 QN0262                         *CURRENT SURVEY CONTROL
 QN0262  ______________________________________________________________________
 QN0262* NAD 83(1996) POSITION- 45 54 18.85274(N) 091 33 54.00942(W)   ADJUSTED
 QN0262* NAVD 88 ORTHO HEIGHT -   381.358 (meters)     1251.17  (feet) POSTED
 QN0262  ______________________________________________________________________
 QN0262  GEOID HEIGHT    -        -29.146 (meters)                     GEOID18
 QN0262  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 QN0262  DYNAMIC HEIGHT  -        381.35  (meters)     1251.1   (feet) COMP
 QN0262  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 QN0262
 QN0262  HORZ ORDER      -  FIRST
 QN0262  VERT ORDER      -  * POSTED, SEE BELOW
 QN0262
 QN0262.The horizontal coordinates were established by classical geodetic methods
 QN0262.and adjusted by the National Geodetic Survey in March 1999.
 QN0262
 QN0262.The orthometric height was determined by differential leveling
 QN0262.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QN0262
 QN0262.* This is a POSTED BENCH MARK height.
 QN0262
 QN0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0262.GEOID18 height accuracy estimate available here.
 QN0262
 QN0262.Click photographs - Photos may exist for this station.
 QN0262
 QN0262.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0262
 QN0262.The dynamic height is computed by dividing the NAVD 88
 QN0262.geopotential number by the normal gravity value computed on the
 QN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0262.degrees latitude (g = 980.6199 gals.).
 QN0262
 QN0262.The modeled gravity was interpolated from observed gravity values.
 QN0262
 QN0262. The following values were computed from the NAD 83(1996) position.
 QN0262
 QN0262;                    North         East     Units Scale Factor Converg.
 QN0262;SPC WI N     -    83,283.681   478,576.170   MT  0.99995579   -1 07 44.2
 QN0262;SPC WI N     -   273,239.88  1,570,128.65   sFT  0.99995579   -1 07 44.2
 QN0262;UTM  15      - 5,084,519.886   611,304.353   MT  0.99975230   +1 01 50.5
 QN0262
 QN0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0262!SPC WI N     -   0.99994479  x   0.99995579  =   0.99990058
 QN0262!UTM  15      -   0.99994479  x   0.99975230  =   0.99969710
 QN0262
 QN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1130484519(NAD 83)
 QN0262
 QN0262|---------------------------------------------------------------------|
 QN0262| PID    Reference Object                     Distance      Geod. Az  |
 QN0262|                                                           dddmmss.s |
 QN0262| CJ4342 BRUSH RM                              9.925 METERS 31857     |
 QN0262|---------------------------------------------------------------------|
 QN0262
 QN0262                          SUPERSEDED SURVEY CONTROL
 QN0262
 QN0262  NAD 83(1991)-  45 54 18.85173(N)    091 33 54.00946(W) AD(       ) 1
 QN0262  NAD 83(1986)-  45 54 18.84970(N)    091 33 54.00207(W) AD(       ) 1
 QN0262  NAD 27      -  45 54 19.02700(N)    091 33 53.40400(W) AD(       ) 1
 QN0262  NGVD 29 (??/??/92)  381.381  (m)         1251.25   (f) ADJ UNCH    1 2
 QN0262  NGVD 29             381.38   (m)         1251.2    (f) LEVELING    3  
 QN0262
 QN0262.Superseded values are not recommended for survey control.
 QN0262
 QN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0262.See file dsdata.pdf to determine how the superseded data were derived.
 QN0262
 QN0262_MARKER: DS = TRIANGULATION STATION DISK
 QN0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0262_STAMPING: BRUSH 1921
 QN0262_MARK LOGO: CGS
 QN0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0262+STABILITY: SURFACE MOTION
 QN0262
 QN0262  HISTORY     - Date     Condition        Report By
 QN0262  HISTORY     - 1921     MONUMENTED       CGS
 QN0262  HISTORY     - 1922     GOOD             CGS
 QN0262  HISTORY     - 1934     MARK NOT FOUND   CGS
 QN0262  HISTORY     - 1935     GOOD             WIGS
 QN0262  HISTORY     - 1952     GOOD             CGS
 QN0262
 QN0262                          STATION DESCRIPTION
 QN0262
 QN0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0262'STATION IS ABOUT 5-1/2 MILES N OF STONE LAKE, ON THE E SIDE OF
 QN0262'THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0262'RAILWAY, NEAR THE CENTER OF THE FIFTH CURVE N OF STONE LAKE
 QN0262'ABOUT 400 METERS N OF MILEPOST 394, 21.83 METERS (71.635 FEET)
 QN0262'E OF E RAIL.
 QN0262'
 QN0262'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0262'DISKS SET IN CONCRETE.
 QN0262
 QN0262                          STATION RECOVERY (1922)
 QN0262
 QN0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QN0262'5.2 MI N FROM STONE LAKE.
 QN0262'IN WASHBURN COUNTY, 5.2 MILES NORTH ALONG THE MINNEAPOLIS, ST.
 QN0262'PAUL AND SAULT STE. MARIE RAILROAD FROM STONE LAKE, SAWYER COUNTY,
 QN0262'NEAR THE MIDDLE OF THE FIFTH CURVE NORTH OF STONE LAKE, 437
 QN0262'YARDS NORTH OF MILEPOST 394, AND 71.6 FEET EAST OF THE EAST RAIL.
 QN0262'A STANDARD TRIANGULATION-STATION DISK, STAMPED BRUSH 1921 AND
 QN0262'SET IN THE TOP OF A CONCRETE POST.
 QN0262
 QN0262                          STATION RECOVERY (1934)
 QN0262
 QN0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0262'MARK NOT FOUND.
 QN0262
 QN0262                          STATION RECOVERY (1935)
 QN0262
 QN0262'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QN0262'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 QN0262
 QN0262                          STATION RECOVERY (1952)
 QN0262
 QN0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0262'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QN0262'IT IS ABOUT FLUSH WITH THE GROUND AND 26.3 FEET SE OF THE NINTH
 QN0262'TELEPHONE LINE POLE N OF MILEPOST 394.  THE REFERENCE MARK WAS
 QN0262'SEARCHED FOR BUT WAS NOT LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5289 ***********************************************************************
 DK5289  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5289  DESIGNATION -  BRUSHY RIDGE GPS
 DK5289  PID         -  DK5289
 DK5289  STATE/COUNTY-  WI/CLARK
 DK5289  COUNTRY     -  US
 DK5289  USGS QUAD   -  CITY POINT NW (2018)
 DK5289
 DK5289                         *CURRENT SURVEY CONTROL
 DK5289  ______________________________________________________________________
 DK5289* NAD 83(2011) POSITION- 44 25 45.62996(N) 090 29 54.16622(W)   ADJUSTED
 DK5289* NAD 83(2011) ELLIP HT-   286.835 (meters)        (06/27/12)   ADJUSTED
 DK5289* NAD 83(2011) EPOCH   -  2010.00
 DK5289* NAVD 88 ORTHO HEIGHT -   320.47  (meters)     1051.4   (feet) GPS OBS
 DK5289  ______________________________________________________________________
 DK5289  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5289  GEOID HEIGHT    -        -33.638 (meters)                     GEOID12A
 DK5289  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 DK5289  NAD 83(2011) X  -    -39,685.025 (meters)                     COMP
 DK5289  NAD 83(2011) Y  - -4,562,240.315 (meters)                     COMP
 DK5289  NAD 83(2011) Z  -  4,442,485.399 (meters)                     COMP
 DK5289  LAPLACE CORR    -         -5.94  (seconds)                    DEFLEC18
 DK5289
 DK5289  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5289  Standards:
 DK5289         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5289            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5289  -------------------------------------------------------------------
 DK5289  NETWORK    0.37   0.31           0.17   0.13   0.16      0.08543904
 DK5289  -------------------------------------------------------------------
 DK5289  Click here for local accuracies and other accuracy information.
 DK5289
 DK5289.The horizontal coordinates were established by GPS observations
 DK5289.and adjusted by the National Geodetic Survey in June 2012.
 DK5289
 DK5289.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5289.been affixed to the stable North American tectonic plate. See 
 DK5289.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5289
 DK5289.The horizontal coordinates are valid at the epoch date displayed above
 DK5289.which is a decimal equivalence of Year/Month/Day.
 DK5289
 DK5289.The orthometric height was determined by GPS observations and a
 DK5289.high-resolution geoid model using precise GPS observation and
 DK5289.processing techniques.
 DK5289
 DK5289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5289.GEOID18 height accuracy estimate available here.
 DK5289
 DK5289.Click photographs - Photos may exist for this station.
 DK5289
 DK5289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5289
 DK5289.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5289
 DK5289.The ellipsoidal height was determined by GPS observations
 DK5289.and is referenced to NAD 83.
 DK5289
 DK5289. The following values were computed from the NAD 83(2011) position.
 DK5289
 DK5289;                    North         East     Units Scale Factor Converg.
 DK5289;SPC WI C     -    66,349.042   560,317.659   MT  0.99997093   -0 21 05.9
 DK5289;SPC WI C     -   217,680.15  1,838,308.85   sFT  0.99997093   -0 21 05.9
 DK5289;UTM  15      - 4,922,604.557   699,114.589   MT  1.00008759   +1 45 06.4
 DK5289
 DK5289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5289!SPC WI C     -   0.99995503  x   0.99997093  =   0.99992596
 DK5289!UTM  15      -   0.99995503  x   1.00008759  =   1.00004261
 DK5289
 DK5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9911422604(NAD 83)
 DK5289
 DK5289                          SUPERSEDED SURVEY CONTROL
 DK5289
 DK5289  NAD 83(2007)-  44 25 45.63007(N)    090 29 54.16703(W) AD(2002.00) 1
 DK5289  ELLIP H (07/29/08)  286.864  (m)                       GP(2002.00) 3 1
 DK5289  NAVD 88 (07/29/08)  320.46   (m)  GEOID03  model used  GPS OBS        
 DK5289
 DK5289.Superseded values are not recommended for survey control.
 DK5289
 DK5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5289.See file dsdata.pdf to determine how the superseded data were derived.
 DK5289
 DK5289_MARKER: DD = SURVEY DISK
 DK5289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5289_STAMPING: BRUSHY RIDGE GPS 2005
 DK5289_MARK LOGO: WIDT
 DK5289_PROJECTION: FLUSH
 DK5289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5289+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2011
 DK5289
 DK5289  HISTORY     - Date     Condition        Report By
 DK5289  HISTORY     - 2004     MONUMENTED       WIDT
 DK5289  HISTORY     - 20060920 GOOD             WIDT
 DK5289  HISTORY     - 20110726 GOOD             WIDT
 DK5289
 DK5289                          STATION DESCRIPTION
 DK5289
 DK5289'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5289'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY
 DK5289'HIGHWAY K TO THE NORTH AND ROBIN AVENUE TO THE SOUTH ABOUT 8 MI (12.9
 DK5289'KM) SOUTHEAST OF THE CITY OF NEILLSVILLE, GO WEST ON STATE HIGHWAY 73
 DK5289'FOR 1.5 MI (2.4 KM) TO PRAY ROAD, TURN LEFT AND GO SOUTH ON PRAY ROAD
 DK5289'FOR 4.6 MI (7.4 KM) TO A LOGGING ROAD ON THE RIGHT, TURN RIGHT AND GO
 DK5289'WESTERLY UP A SMALL INCLINE FOR APPROXIMATELY 400 FT (121.9 M) TO A
 DK5289'CLEARING AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DK5289'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DK5289'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DK5289'DEEP), LOCATED ON PROPERTY OWNED AND MANAGED BY CLARK COUNTY.  THE
 DK5289'STATION IS 37 M (121.4 FT) NORTH OF THE LOGGING ROAD, AND 1.0 M (3.3
 DK5289'FT) NORTH, WEST, AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DK5289'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DK5289'THAN 20 DEGREES ABOVE THE HORIZON.
 DK5289
 DK5289                          STATION RECOVERY (2011)
 DK5289
 DK5289'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5289'NOTE - - HORIZON ON ALL SIDES OBSTRUCTED ABOVE 20 DEGREES. STATION IS
 DK5289'NOT SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0528 ***********************************************************************
 PM0528  DESIGNATION -  BRUSSELS
 PM0528  PID         -  PM0528
 PM0528  STATE/COUNTY-  WI/DOOR
 PM0528  COUNTRY     -  US
 PM0528  USGS QUAD   -  NAMUR (2018)
 PM0528
 PM0528                         *CURRENT SURVEY CONTROL
 PM0528  ______________________________________________________________________
 PM0528* NAD 83(1991) POSITION- 44 44 01.65168(N) 087 38 45.88011(W)   ADJUSTED
 PM0528* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 PM0528  ______________________________________________________________________
 PM0528  GEOID HEIGHT    -        -36.465 (meters)                     GEOID18
 PM0528  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 PM0528  HORZ ORDER      -  THIRD
 PM0528
 PM0528.The horizontal coordinates were established by classical geodetic methods
 PM0528.and adjusted by the National Geodetic Survey in November 1991.
 PM0528
 PM0528.The orthometric height was scaled from a topographic map.
 PM0528
 PM0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0528.GEOID18 height accuracy estimate available here.
 PM0528
 PM0528.Click photographs - Photos may exist for this station.
 PM0528
 PM0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0528
 PM0528. The following values were computed from the NAD 83(1991) position.
 PM0528
 PM0528;                    North         East     Units Scale Factor Converg.
 PM0528;SPC WI C     -   102,759.515   786,420.138   MT  0.99994378   +1 39 39.1
 PM0528;SPC WI C     -   337,136.84  2,580,113.40   sFT  0.99994378   +1 39 39.1
 PM0528;UTM  16      - 4,953,581.773   448,843.934   MT  0.99963218   -0 27 17.0
 PM0528
 PM0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0528!SPC WI C     -   0.99996919  x   0.99994378  =   0.99991297
 PM0528!UTM  16      -   0.99996919  x   0.99963218  =   0.99960138
 PM0528
 PM0528:                Primary Azimuth Mark                     Grid Az
 PM0528:SPC WI C     -  BRUSSELS ST FRANCIS CATH CH              047 26 43.7
 PM0528:UTM  16      -  BRUSSELS ST FRANCIS CATH CH              049 33 39.8
 PM0528
 PM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4884353581(NAD 83)
 PM0528
 PM0528|---------------------------------------------------------------------|
 PM0528| PID    Reference Object                     Distance      Geod. Az  |
 PM0528|                                                           dddmmss.s |
 PM0528| PM0515 BRUSSELS ST FRANCIS CATH CH         APPROX. 2.5 KM 0490622.8 |
 PM0528| CJ5392 TT 32 CA                                           0913833.9 |
 PM0528| CJ4343 BRUSSELS RM 1                         9.823 METERS 10712     |
 PM0528| CJ4344 BRUSSELS RM 2                        12.597 METERS 26610     |
 PM0528|---------------------------------------------------------------------|
 PM0528
 PM0528                          SUPERSEDED SURVEY CONTROL
 PM0528
 PM0528  NAD 83(1986)-  44 44 01.64421(N)    087 38 45.86892(W) AD(       ) 3
 PM0528  NAD 27      -  44 44 01.66100(N)    087 38 45.51900(W) AD(       ) 3
 PM0528
 PM0528.Superseded values are not recommended for survey control.
 PM0528
 PM0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0528.See file dsdata.pdf to determine how the superseded data were derived.
 PM0528
 PM0528_MARKER: DS = TRIANGULATION STATION DISK
 PM0528_SETTING: 66 = SET IN ROCK OUTCROP
 PM0528_STAMPING: BRUSSELS 1953
 PM0528_MARK LOGO: CGS
 PM0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0528+STABILITY: POSITION/ELEVATION WELL
 PM0528
 PM0528  HISTORY     - Date     Condition        Report By
 PM0528  HISTORY     - 1953     MONUMENTED       CGS
 PM0528  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PM0528
 PM0528                          STATION DESCRIPTION
 PM0528
 PM0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0528'THE STATION IS ABOUT 8-1/2 MILES NORTHEAST OF DYCKESVILLE, 1-1/4
 PM0528'MILES WEST OF BRUSSELS AND ON THE SOUTHEAST SIDE OF STATE HIGHWAY 57.
 PM0528'IT IS 40 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 57, 13 FEET NORTH
 PM0528'OF A WHITE WITNESS POST AND 10 FEET NORTH OF A FENCE LINE.  THE
 PM0528'DISK IS FLUSH IN THE DRILL HOLE AND STAMPED BRUSSELS 1953.
 PM0528'
 PM0528'REFERENCE MARK NO. 1 IS 40 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 57
 PM0528'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PM0528'STAMPED BRUSSELS NO 1 1953.
 PM0528'
 PM0528'REFERENCE MARK NO. 2 IS 44 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 57
 PM0528'AND 7 FEET NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PM0528'STAMPED BRUSSELS NO 2 1953.
 PM0528'
 PM0528'TT 32 CA (USGS) BM WAS USED AS AN AZIMUTH MARK.  IT IS A 4 X 4 INCH
 PM0528'CONCRETE POST WITH A STANDARD BRONZE GEOLOGICAL SURVEY BENCH MARK
 PM0528'DISK SET IN THE TOP.  IT IS 49 FEET SOUTHEAST OF THE CENTER OF
 PM0528'HIGHWAY 57 AND 1 FOOT NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT
 PM0528'NORTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 PM0528'DISK IS STAMPED 753 CA 32 TT.
 PM0528'
 PM0528'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 57 AND
 PM0528'COUNTY HIGHWAY C IN THE VILLAGE OF BRUSSELS, GO SOUTHWEST ON HIGHWAY
 PM0528'57 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PM0528'CONTINUE SOUTHWEST ON HIGHWAY 57 FOR 0.1 MILE TO THE STATION ON
 PM0528'THE LEFT AS DESCRIBED.
 PM0528'
 PM0528'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PM0528
 PM0528                          STATION RECOVERY (1959)
 PM0528
 PM0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 PM0528'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS WERE COMPLETELY
 PM0528'DESTROYED BY ROAD BUILDING AT THIS STATION.  PERSONNEL OF THE
 PM0528'WISCONSIN HIGHWAY DEPT. HAD SET CROSS REFERENCE STAKES FOR THE
 PM0528'STATION BEFORE IT WAS DESTROYED.  THE STATION WAS RE-ESTABLISHED
 PM0528'TEMPORARILY FROM THESE STAKES AND A NEW STATION, BRUSSELS 2, WAS
 PM0528'ESTABLISHED ON LINE TO THE BRUSSELS, ST. FRANCIS CATHOLIC
 PM0528'CHURCH, SPIRE.  THE DISTANCE BETWEEN THE RE-ESTABLISHED STATION
 PM0528'AND THE NEW STATION, BRUSSELS 2, IS 47.277 METERS, OR 155.11 FEET.
 PM0528'FOR DETAILS, SEE THE DESCRIPTION OF BRUSSELS 2 1959.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0529 ***********************************************************************
 PM0529  DESIGNATION -  BRUSSELS 2
 PM0529  PID         -  PM0529
 PM0529  STATE/COUNTY-  WI/DOOR
 PM0529  COUNTRY     -  US
 PM0529  USGS QUAD   -  NAMUR (2018)
 PM0529
 PM0529                         *CURRENT SURVEY CONTROL
 PM0529  ______________________________________________________________________
 PM0529* NAD 83(1991) POSITION- 44 44 02.65431(N) 087 38 44.25597(W)   NO CHECK
 PM0529* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 PM0529  ______________________________________________________________________
 PM0529  GEOID HEIGHT    -        -36.465 (meters)                     GEOID18
 PM0529  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 PM0529  HORZ ORDER      -  THIRD
 PM0529
 PM0529.The horizontal coordinates were established by classical geodetic methods
 PM0529.and adjusted by the National Geodetic Survey in November 1991.
 PM0529
 PM0529.No horizontal observational check was made to the station.
 PM0529
 PM0529.The orthometric height was scaled from a topographic map.
 PM0529
 PM0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0529.GEOID18 height accuracy estimate available here.
 PM0529
 PM0529.Click photographs - Photos may exist for this station.
 PM0529
 PM0529.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0529
 PM0529. The following values were computed from the NAD 83(1991) position.
 PM0529
 PM0529;                    North         East     Units Scale Factor Converg.
 PM0529;SPC WI C     -   102,791.486   786,454.960   MT  0.99994377   +1 39 40.3
 PM0529;SPC WI C     -   337,241.73  2,580,227.65   sFT  0.99994377   +1 39 40.3
 PM0529;UTM  16      - 4,953,612.427   448,879.902   MT  0.99963213   -0 27 15.9
 PM0529
 PM0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0529!SPC WI C     -   0.99996919  x   0.99994377  =   0.99991296
 PM0529!UTM  16      -   0.99996919  x   0.99963213  =   0.99960133
 PM0529
 PM0529:                Primary Azimuth Mark                     Grid Az
 PM0529:SPC WI C     -  BRUSSELS 2 AZ MK                         091 39 34.2
 PM0529:UTM  16      -  BRUSSELS 2 AZ MK                         093 46 30.4
 PM0529
 PM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4887953612(NAD 83)
 PM0529
 PM0529|---------------------------------------------------------------------|
 PM0529| PID    Reference Object                     Distance      Geod. Az  |
 PM0529|                                                           dddmmss.s |
 PM0529| PM0515 BRUSSELS ST FRANCIS CATH CH         APPROX. 2.5 KM 0490624.0 |
 PM0529| CJ4346 BRUSSELS 2 RM 3                      29.535 METERS 09104     |
 PM0529| CJ4345 BRUSSELS 2 AZ MK                                   0931914.5 |
 PM0529| CJ4347 BRUSSELS 2 RM 4                      39.304 METERS 17113     |
 PM0529| PM0528 BRUSSELS                             47.275 METERS 22906     |
 PM0529|---------------------------------------------------------------------|
 PM0529
 PM0529                          SUPERSEDED SURVEY CONTROL
 PM0529
 PM0529  NAD 83(1986)-  44 44 02.64684(N)    087 38 44.24479(W) AD(       ) 3
 PM0529  NAD 27      -  44 44 02.66360(N)    087 38 43.89480(W) AD(       ) 3
 PM0529
 PM0529.Superseded values are not recommended for survey control.
 PM0529
 PM0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0529.See file dsdata.pdf to determine how the superseded data were derived.
 PM0529
 PM0529_MARKER: DS = TRIANGULATION STATION DISK
 PM0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0529_STAMPING: BRUSSELS 2 1959
 PM0529_MARK LOGO: CGS
 PM0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0529+STABILITY: SURFACE MOTION
 PM0529
 PM0529  HISTORY     - Date     Condition        Report By
 PM0529  HISTORY     - 1959     MONUMENTED       CGS
 PM0529
 PM0529                          STATION DESCRIPTION
 PM0529
 PM0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 PM0529'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF DYCKESVILLE AND
 PM0529'1 AND 1/4 MILES WEST OF THE SMALL TOWN OF BRUSSELS ON THE NORTH SIDE
 PM0529'OF STATE HIGHWAY 57, 143 FEET EAST OF THE FENCE INTERSECTION, 118
 PM0529'FEET EAST OF A 24-INCH ELM TREE, 99 FEET WEST OF A TELEPHONE POLE, 63
 PM0529'FEET NORTH OF THE CENTER OF STATE HIGHWAY 57, 37 FEET
 PM0529'EAST-NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTH OF FENCE, AND 1
 PM0529'FOOT EAST OF A NEW WITNESS SIGN POST.  THE MARK PROJECTS 4 INCHES
 PM0529'AND THE DISK IS STAMPED BRUSSELS 2 1959.
 PM0529'
 PM0529'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 57 AND
 PM0529'COUNTY ROAD C IN THE VILLAGE OF BRUSSELS, GO SOUTHWEST ON STATE
 PM0529'HIGHWAY 57 FOR 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 PM0529'WEST ALONG STATE HIGHWAY 57 FOR 0.35 MILE TO THE STATION ON THE
 PM0529'RIGHT.
 PM0529'
 PM0529'REFERENCE MARK NO. 3 IS 63 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 PM0529'57, 2 FEET SOUTHWEST OF A TELEPHONE POLE, AND 2 FEET SOUTH OF A
 PM0529'FENCE. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRUSSELS
 PM0529'2 NO 3 1959.
 PM0529'
 PM0529'REFERENCE MARK NO. 4 IS 63 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 PM0529'57, 3 FEET EAST OF A POWER POLE, AND 2 FEET NORTH OF A FENCE.  THE
 PM0529'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRUSSELS
 PM0529'2 NO 4 1959.
 PM0529'
 PM0529'AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 110 FEET
 PM0529'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF CATTLE BARN, 48 FEET
 PM0529'SOUTH OF THE CENTER OF STATE HIGHWAY 57, 4 FEET WEST OF A POWER
 PM0529'POLE, AND 2 FEET NORTH OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 PM0529'DISK IS STAMPED BRUSSELS 2 1959.
 PM0529'
 PM0529'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2512 ***********************************************************************
 DQ2512  DESIGNATION -  BRUSSELS GPS
 DQ2512  PID         -  DQ2512
 DQ2512  STATE/COUNTY-  WI/DOOR
 DQ2512  COUNTRY     -  US
 DQ2512  USGS QUAD   -  BRUSSELS (2018)
 DQ2512
 DQ2512                         *CURRENT SURVEY CONTROL
 DQ2512  ______________________________________________________________________
 DQ2512* NAD 83(2011) POSITION- 44 42 58.19582(N) 087 37 15.73613(W)   ADJUSTED
 DQ2512* NAD 83(2011) ELLIP HT-   191.018 (meters)        (04/14/17)   ADJUSTED
 DQ2512* NAD 83(2011) EPOCH   -  2010.00
 DQ2512* NAVD 88 ORTHO HEIGHT -   227.475 (meters)      746.31  (feet) ADJUSTED
 DQ2512  ______________________________________________________________________
 DQ2512  GEOID HEIGHT    -        -36.452 (meters)                     GEOID18
 DQ2512  NAD 83(2011) X  -    188,448.887 (meters)                     COMP
 DQ2512  NAD 83(2011) Y  - -4,536,062.187 (meters)                     COMP
 DQ2512  NAD 83(2011) Z  -  4,465,123.920 (meters)                     COMP
 DQ2512  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 DQ2512  DYNAMIC HEIGHT  -        227.450 (meters)      746.23  (feet) COMP
 DQ2512  MODELED GRAVITY -    980,503.9   (mgal)                       NAVD 88
 DQ2512
 DQ2512  VERT ORDER      -  SECOND    CLASS I
 DQ2512
 DQ2512  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2512  Standards:
 DQ2512         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2512            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2512  -------------------------------------------------------------------
 DQ2512  NETWORK    0.53   0.80           0.24   0.19   0.41      0.06913752
 DQ2512  -------------------------------------------------------------------
 DQ2512  Click here for local accuracies and other accuracy information.
 DQ2512
 DQ2512.The horizontal coordinates were established by GPS observations
 DQ2512.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ2512
 DQ2512.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2512.been affixed to the stable North American tectonic plate. See 
 DQ2512.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2512
 DQ2512.The horizontal coordinates are valid at the epoch date displayed above
 DQ2512.which is a decimal equivalence of Year/Month/Day.
 DQ2512
 DQ2512.The orthometric height was determined by differential leveling and
 DQ2512.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2512.in February 2017.
 DQ2512
 DQ2512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2512.GEOID18 height accuracy estimate available here.
 DQ2512
 DQ2512.Click photographs - Photos may exist for this station.
 DQ2512
 DQ2512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2512
 DQ2512.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2512
 DQ2512.The ellipsoidal height was determined by GPS observations
 DQ2512.and is referenced to NAD 83.
 DQ2512
 DQ2512.The dynamic height is computed by dividing the NAVD 88
 DQ2512.geopotential number by the normal gravity value computed on the
 DQ2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2512.degrees latitude (g = 980.6199 gals.).
 DQ2512
 DQ2512.The modeled gravity was interpolated from observed gravity values.
 DQ2512
 DQ2512. The following values were computed from the NAD 83(2011) position.
 DQ2512
 DQ2512;                    North         East     Units Scale Factor Converg.
 DQ2512;SPC WI C     -   100,859.471   788,460.003   MT  0.99994459   +1 40 42.7
 DQ2512;SPC WI C     -   330,903.11  2,586,805.86   sFT  0.99994459   +1 40 42.7
 DQ2512;UTM  16      - 4,951,608.340   450,811.652   MT  0.99962975   -0 26 13.1
 DQ2512
 DQ2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2512!SPC WI C     -   0.99997005  x   0.99994459  =   0.99991464
 DQ2512!UTM  16      -   0.99997005  x   0.99962975  =   0.99959981
 DQ2512
 DQ2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5081151608(NAD 83)
 DQ2512
 DQ2512                          SUPERSEDED SURVEY CONTROL
 DQ2512
 DQ2512.No superseded survey control is available for this station.
 DQ2512
 DQ2512_MARKER: DD = SURVEY DISK
 DQ2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2512_STAMPING: BRUSSELS GPS 2014
 DQ2512_MARK LOGO: WIDT
 DQ2512_PROJECTION: FLUSH
 DQ2512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2512+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2015
 DQ2512
 DQ2512  HISTORY     - Date     Condition        Report By
 DQ2512  HISTORY     - 2014     MONUMENTED       WIDT
 DQ2512  HISTORY     - 20150903 GOOD             WIDT
 DQ2512
 DQ2512                          STATION DESCRIPTION
 DQ2512
 DQ2512'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2512'THE STATION IS 14 MI (22.5 KM) SOUTHWEST OF STURGEON BAY, 12 MI (19.3
 DQ2512'KM) NORTHWEST OF ALGOMA AND 11 MI (17.7 KM) NORTH OF CASCO.
 DQ2512'
 DQ2512'TO REACH THE MARK AT THE JUNCTION OF STATE HIGHWAY 57 WITH COUNTY
 DQ2512'HIGHWAY C, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION, GO 1.5 MI
 DQ2512'(2.4 KM) SOUTH OF THE COMMUNITY OF BRUSSELS.
 DQ2512'
 DQ2512'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ2512'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ2512'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ2512'STATION IS 28.1 M (92.2 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DQ2512'C, 9.5 M (31.2 FT) NORTHWEST OF A CORNER RIGHT-OF-WAY FENCE POST, 8.0
 DQ2512'M (26.2 FT) NORTH OF AN EAST-WEST SEGMENT OF A RIGHT-OF-WAY FENCE LINE
 DQ2512'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC
 DQ2512'4X4 GUARD POSTS.
 DQ2512'
 DQ2512'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2512'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0515 ***********************************************************************
 PM0515  DESIGNATION -  BRUSSELS ST FRANCIS CATH CH
 PM0515  PID         -  PM0515
 PM0515  STATE/COUNTY-  WI/DOOR
 PM0515  COUNTRY     -  US
 PM0515  USGS QUAD   -  BRUSSELS (2018)
 PM0515
 PM0515                         *CURRENT SURVEY CONTROL
 PM0515  ______________________________________________________________________
 PM0515* NAD 83(1991) POSITION- 44 44 55.62528(N) 087 37 18.40866(W)   ADJUSTED
 PM0515  ______________________________________________________________________
 PM0515  GEOID HEIGHT    -        -36.493 (meters)                     GEOID18
 PM0515  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 PM0515  HORZ ORDER      -  THIRD
 PM0515
 PM0515.The horizontal coordinates were established by classical geodetic methods
 PM0515.and adjusted by the National Geodetic Survey in November 1991.
 PM0515
 PM0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0515.GEOID18 height accuracy estimate available here.
 PM0515
 PM0515.Click photographs - Photos may exist for this station.
 PM0515
 PM0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0515
 PM0515. The following values were computed from the NAD 83(1991) position.
 PM0515
 PM0515;                    North         East     Units Scale Factor Converg.
 PM0515;SPC WI C     -   104,480.860   788,295.069   MT  0.99994317   +1 40 40.9
 PM0515;SPC WI C     -   342,784.29  2,586,264.74   sFT  0.99994317   +1 40 40.9
 PM0515;UTM  16      - 4,955,232.211   450,780.529   MT  0.99962979   -0 26 15.9
 PM0515
 PM0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5078055232(NAD 83)
 PM0515
 PM0515                          SUPERSEDED SURVEY CONTROL
 PM0515
 PM0515  NAD 83(1986)-  44 44 55.61790(N)    087 37 18.39776(W) AD(       ) 3
 PM0515  NAD 27      -  44 44 55.63300(N)    087 37 18.04900(W) AD(       ) 3
 PM0515
 PM0515.Superseded values are not recommended for survey control.
 PM0515
 PM0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0515.See file dsdata.pdf to determine how the superseded data were derived.
 PM0515
 PM0515_MARKER: 91 = CHURCH CROSS
 PM0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0515+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2005
 PM0515
 PM0515  HISTORY     - Date     Condition        Report By
 PM0515  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0515  HISTORY     - 1959     GOOD             CGS
 PM0515  HISTORY     - 1989     GOOD             USPSQD
 PM0515  HISTORY     - 20010331 GOOD             NGS
 PM0515  HISTORY     - 20050617 GOOD             USPSQD
 PM0515
 PM0515                          STATION DESCRIPTION
 PM0515
 PM0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0515'THE STATION IS THE BASE OF THE CROSS AT THE APEX OF A BROWN WOOD
 PM0515'SHINGLE SPIRE ATOP A RED BRICK BUILDING.  THE SPIRE IS ABOUT 140
 PM0515'FEET HIGH.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 PM0515'HIGHWAY 57 AND COUNTY HIGHWAY C IN BRUSSELS, GO NORTH ON HIGHWAY C
 PM0515'FOR 0.85 MILE TO A CROSSROAD AND THE STATION ON THE LEFT.
 PM0515
 PM0515                          STATION RECOVERY (1959)
 PM0515
 PM0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 PM0515'THIS STATION WAS VISITED AND FOUND AS DESCRIBED.
 PM0515
 PM0515                          STATION RECOVERY (1989)
 PM0515
 PM0515'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0515'RECOVERED IN GOOD CONDITION.
 PM0515
 PM0515                          STATION RECOVERY (2001)
 PM0515
 PM0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0515'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0515'
 PM0515
 PM0515                          STATION RECOVERY (2005)
 PM0515
 PM0515'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PM0515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0693 ***********************************************************************
 QM0693  DESIGNATION -  BRYANT
 QM0693  PID         -  QM0693
 QM0693  STATE/COUNTY-  WI/LANGLADE
 QM0693  COUNTRY     -  US
 QM0693  USGS QUAD   -  BRYANT (2018)
 QM0693
 QM0693                         *CURRENT SURVEY CONTROL
 QM0693  ______________________________________________________________________
 QM0693* NAD 83(1991) POSITION- 45 14 55.21936(N) 089 00 59.29309(W)   ADJUSTED
 QM0693* NAVD 88 ORTHO HEIGHT -   536.    (meters)     1759.    (feet) SCALED
 QM0693  ______________________________________________________________________
 QM0693  GEOID HEIGHT    -        -34.628 (meters)                     GEOID18
 QM0693  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC18
 QM0693  HORZ ORDER      -  FIRST
 QM0693
 QM0693.The horizontal coordinates were established by classical geodetic methods
 QM0693.and adjusted by the National Geodetic Survey in November 1991.
 QM0693
 QM0693.The orthometric height was scaled from a topographic map.
 QM0693
 QM0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0693.GEOID18 height accuracy estimate available here.
 QM0693
 QM0693.Click photographs - Photos may exist for this station.
 QM0693
 QM0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0693
 QM0693. The following values were computed from the NAD 83(1991) position.
 QM0693
 QM0693;                    North         East     Units Scale Factor Converg.
 QM0693;SPC WI C     -   157,741.292   677,207.193   MT  0.99996182   +0 41 38.2
 QM0693;SPC WI C     -   517,522.89  2,221,803.93   sFT  0.99996182   +0 41 38.2
 QM0693;UTM  16      - 5,012,553.222   341,760.493   MT  0.99990788   -1 25 56.4
 QM0693
 QM0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0693!SPC WI C     -   0.99992140  x   0.99996182  =   0.99988322
 QM0693!UTM  16      -   0.99992140  x   0.99990788  =   0.99982928
 QM0693
 QM0693:                Primary Azimuth Mark                     Grid Az
 QM0693:SPC WI C     -  BRYANT AZ MK RESET                       147 53 23.1
 QM0693:UTM  16      -  BRYANT AZ MK RESET                       150 00 57.7
 QM0693
 QM0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4176012553(NAD 83)
 QM0693
 QM0693|---------------------------------------------------------------------|
 QM0693| PID    Reference Object                     Distance      Geod. Az  |
 QM0693|                                                           dddmmss.s |
 QM0693| QM0692 BRYANT RM 3                          10.800 METERS 13252     |
 QM0693| CJ4349 BRYANT AZ MK RESET                                 1483501.3 |
 QM0693| CJ4348 BRYANT AZ MK                                       1621302.5 |
 QM0693| CJ4350 BRYANT RM 1                          23.906 METERS 16515     |
 QM0693| QM0703 ANTIGO LANGLADE CO CTHSE DOME       APPROX.15.9 KM 2231123.3 |
 QM0693| CJ4351 BRYANT RM 2                          30.684 METERS 24957     |
 QM0693| QM0695 BRYANT LOOKOUT                       11.581 METERS 28020     |
 QM0693|---------------------------------------------------------------------|
 QM0693
 QM0693                          SUPERSEDED SURVEY CONTROL
 QM0693
 QM0693  NAD 83(1986)-  45 14 55.22061(N)    089 00 59.29617(W) AD(       ) 1
 QM0693  NAD 27      -  45 14 55.34200(N)    089 00 58.89600(W) AD(       ) 1
 QM0693
 QM0693.Superseded values are not recommended for survey control.
 QM0693
 QM0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0693.See file dsdata.pdf to determine how the superseded data were derived.
 QM0693
 QM0693_MARKER: DS = TRIANGULATION STATION DISK
 QM0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0693_STAMPING: BRYANT 1934
 QM0693_MARK LOGO: CGS
 QM0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0693+STABILITY: SURFACE MOTION
 QM0693
 QM0693  HISTORY     - Date     Condition        Report By
 QM0693  HISTORY     - 1934     MONUMENTED       CGS
 QM0693  HISTORY     - 1943     SEE DESCRIPTION  CGS
 QM0693  HISTORY     - 1954     GOOD             CGS
 QM0693
 QM0693                          STATION DESCRIPTION
 QM0693
 QM0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0693'THIS STATION IS ABOUT 7 MILES EAST-NORTHEAST OF NEVA CORNERS,
 QM0693'ON THE SUMMIT OF THE HILL OCCUPIED BY THE BRYANT LOOKOUT
 QM0693'TOWER, IN THE SOUTHEAST QUARTER SEC. 17, T. 32 N., R. 12 E.
 QM0693'THE MARK IS 38.0 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 QM0693'LOOKOUT, 28.0 FEET EAST OF ITS SOUTHEAST LEG, 32.4 FEET
 QM0693'SOUTHEAST OF ITS NORTHEAST LEG, AND PROJECTS 4 INCHES.
 QM0693'
 QM0693'TO REACH FROM NEVA CORNERS, GO NORTHEAST ON COUNTY HIGHWAY
 QM0693'A FOR 3.2 MILES TO JUNCTION WITH COUNTY HIGHWAY O.  THENCE
 QM0693'EAST ON COUNTY HIGHWAY O FOR 3.6 MILES, TURN LEFT (NORTH)
 QM0693'INTO A LANE AND GO ABOUT 100 YARDS TO ITS END AT A GATE.
 QM0693'THENCE THROUGH GATE, GO NORTH 70 YARDS, TURN RIGHT, GO 215
 QM0693'YARDS, TAKE RIGHT FORK, GO 230 YARDS, TAKE LEFT FORK, GO
 QM0693'100 YARDS, PASS THROUGH GATE AND CONTINUE ON TRAIL 350
 QM0693'YARDS TO THE END OF TRUCK TRAVEL.  THENCE TO THE LEFT UP THE
 QM0693'HILL, ALONG BLAZED TRAIL 180 YARDS TO THE TOP OF THE HILL,
 QM0693'LOOKOUT TOWER, AND THE STATION.
 QM0693'
 QM0693'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, ON
 QM0693'THE SOUTH SLOPE OF THE HILL, 121.72 FEET EAST-SOUTHEAST OF
 QM0693'REFERENCE MARK NO. 2, AND PROJECTS 2 INCHES.
 QM0693'
 QM0693'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 2 FEET
 QM0693'NORTHEAST OF A TELEPHONE POLE, AND PROJECTS 3 INCHES.
 QM0693'
 QM0693'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION 1 FOOT WEST
 QM0693'OF THE EAST RIGHT-OF-WAY FENCE OF COUNTY HIGHWAY S, 90
 QM0693'YARDS NORTH OF A LARGE DAIRY BARN, 0.7 MILE SOUTH OF THE
 QM0693'INTERSECTION OF COUNTY HIGHWAYS O AND S.  MARK PROJECTS 3
 QM0693'INCHES.
 QM0693'
 QM0693'A LIGHT 87 FEET ABOVE ANTIGO SOUTH BASE COMES INTO VIEW
 QM0693'70 FEET ABOVE THIS STATION.
 QM0693'
 QM0693'A LIGHT 100 FEET ABOVE THERN COMES INTO VIEW 65 FEET ABOVE
 QM0693'THIS STATION.
 QM0693'
 QM0693'LIGHTS 74 FEET ABOVE ANIWA AND 87 FEET ABOVE ANTIGO NORTH
 QM0693'BASE AND VILAS COME INTO VIEW 45 FEET ABOVE THIS STATION.
 QM0693'
 QM0693'A LIGHT 87 FEET ABOVE BASSWOOD COMES INTO VIEW 45 FEET ABOVE
 QM0693'THIS STATION.
 QM0693'
 QM0693'LIGHTS 74 FEET ABOVE LANGLADE AND 87 FEET ABOVE MORSE COME
 QM0693'INTO VIEW 37 FEET ABOVE THIS STATION.
 QM0693'
 QM0693'A LIGHT 100 FEET ABOVE ADA COMES INTO VIEW 30 FEET ABOVE
 QM0693'THIS STATION.
 QM0693'
 QM0693'A LIGHT 74 FEET ABOVE KETTLE HOLE COMES INTO VIEW 25 FEET
 QM0693'ABOVE THIS STATION.
 QM0693'
 QM0693'BRYANT LOOKOUT IS A SQUARE SKELETON STEEL STRUCTURE, 80
 QM0693'FEET HIGH, WITH AN ENCLOSED LOOKOUT PLATFORM ON THE TOP.
 QM0693'THE BASE OF THE TOWER IS ANCHORED IN CONCRETE.  AT THE PRESENT
 QM0693'TIME A ROAD IS BEING BUILT IN TO THE TOWER FROM COUNTY HIGHWAY
 QM0693'S TO THE EAST.
 QM0693'
 QM0693'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0693'BRONZE DISKS.
 QM0693
 QM0693                          STATION RECOVERY (1943)
 QM0693
 QM0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RJB)
 QM0693'LETTER OF MR. ROBERT J. BECKER, ROUTE 1, MARSHFIELD, WISCONSIN,
 QM0693'DATED 10/6/43--
 QM0693'
 QM0693'STATION IS ALSO KNOWN AS HURLBURTS TOWER AND IS ABOUT 2.8
 QM0693'MILES NORTH OF THE C. AND N.W. R.R. STATION AT BRYANT, WISCONSIN.
 QM0693
 QM0693                          STATION RECOVERY (1954)
 QM0693
 QM0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0693'THE STATION, REFERENCE MARKS WAS RECOVERED AS DESCRIBED IN
 QM0693'1934 AND WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS
 QM0693'BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  THE TOWER COULD NOT
 QM0693'BE BUILT OVER THE STATION MARK, DUE TO A BUILDING 1 FOOT
 QM0693'EAST OF THE MARK.  THE BRYANT LOOKOUT TOWER HAS BEEN DESTROYED
 QM0693'AND A FOREST SERVICE RADIO RELAY STATION HAS BEEN ESTABLISHED.
 QM0693'
 QM0693'A TRAVERSE CONNECTION WAS MADE FROM BRYANT 1934 TO BRYANT
 QM0693'R.M. 3 AND THE DISTANCE IS 35.43 FEET OR 10.800 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0695 ***********************************************************************
 QM0695  DESIGNATION -  BRYANT LOOKOUT
 QM0695  PID         -  QM0695
 QM0695  STATE/COUNTY-  WI/LANGLADE
 QM0695  COUNTRY     -  US
 QM0695  USGS QUAD   -  BRYANT (2018)
 QM0695
 QM0695                         *CURRENT SURVEY CONTROL
 QM0695  ______________________________________________________________________
 QM0695* NAD 83(1991) POSITION- 45 14 55.28668(N) 089 00 59.81555(W)   ADJUSTED
 QM0695  ______________________________________________________________________
 QM0695  GEOID HEIGHT    -        -34.628 (meters)                     GEOID18
 QM0695  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC18
 QM0695  HORZ ORDER      -  THIRD
 QM0695
 QM0695.The horizontal coordinates were established by classical geodetic methods
 QM0695.and adjusted by the National Geodetic Survey in November 1991.
 QM0695
 QM0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0695.GEOID18 height accuracy estimate available here.
 QM0695
 QM0695.Click photographs - Photos may exist for this station.
 QM0695
 QM0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0695
 QM0695. The following values were computed from the NAD 83(1991) position.
 QM0695
 QM0695;                    North         East     Units Scale Factor Converg.
 QM0695;SPC WI C     -   157,743.232   677,195.776   MT  0.99996182   +0 41 37.9
 QM0695;SPC WI C     -   517,529.25  2,221,766.48   sFT  0.99996182   +0 41 37.9
 QM0695;UTM  16      - 5,012,555.585   341,749.156   MT  0.99990793   -1 25 56.8
 QM0695
 QM0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4174912555(NAD 83)
 QM0695
 QM0695                          SUPERSEDED SURVEY CONTROL
 QM0695
 QM0695  NAD 83(1986)-  45 14 55.28793(N)    089 00 59.81864(W) AD(       ) 3
 QM0695  NAD 27      -  45 14 55.40900(N)    089 00 59.41800(W) AD(       ) 3
 QM0695
 QM0695.Superseded values are not recommended for survey control.
 QM0695
 QM0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0695.See file dsdata.pdf to determine how the superseded data were derived.
 QM0695
 QM0695_MARKER: 57 = LOOKOUT TOWER
 QM0695
 QM0695  HISTORY     - Date     Condition        Report By
 QM0695  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0695  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QM0695
 QM0695                          STATION DESCRIPTION
 QM0695
 QM0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0695'THIS STATION HAS BEEN REMOVED AND A TEMPORARY FOREST SERVICE
 QM0695'RADIO RELAY STATION SET OVER THE TOWER SITE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0692 ***********************************************************************
 QM0692  DESIGNATION -  BRYANT RM 3
 QM0692  PID         -  QM0692
 QM0692  STATE/COUNTY-  WI/LANGLADE
 QM0692  COUNTRY     -  US
 QM0692  USGS QUAD   -  BRYANT (2018)
 QM0692
 QM0692                         *CURRENT SURVEY CONTROL
 QM0692  ______________________________________________________________________
 QM0692* NAD 83(1991) POSITION- 45 14 54.98138(N) 089 00 58.93006(W)   ADJUSTED
 QM0692* NAVD 88 ORTHO HEIGHT -   536.    (meters)     1759.    (feet) SCALED
 QM0692  ______________________________________________________________________
 QM0692  GEOID HEIGHT    -        -34.629 (meters)                     GEOID18
 QM0692  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC18
 QM0692  HORZ ORDER      -  FIRST
 QM0692
 QM0692.The horizontal coordinates were established by classical geodetic methods
 QM0692.and adjusted by the National Geodetic Survey in November 1991.
 QM0692
 QM0692.The orthometric height was scaled from a topographic map.
 QM0692
 QM0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0692.GEOID18 height accuracy estimate available here.
 QM0692
 QM0692.Click photographs - Photos may exist for this station.
 QM0692
 QM0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0692
 QM0692. The following values were computed from the NAD 83(1991) position.
 QM0692
 QM0692;                    North         East     Units Scale Factor Converg.
 QM0692;SPC WI C     -   157,734.042   677,215.198   MT  0.99996181   +0 41 38.5
 QM0692;SPC WI C     -   517,499.10  2,221,830.20   sFT  0.99996181   +0 41 38.5
 QM0692;UTM  16      - 5,012,545.681   341,768.223   MT  0.99990785   -1 25 56.1
 QM0692
 QM0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0692!SPC WI C     -   0.99992140  x   0.99996181  =   0.99988321
 QM0692!UTM  16      -   0.99992140  x   0.99990785  =   0.99982925
 QM0692
 QM0692:                Primary Azimuth Mark                     Grid Az
 QM0692:SPC WI C     -  BRYANT AZ MK RESET                       148 03 30.0
 QM0692:UTM  16      -  BRYANT AZ MK RESET                       150 11 04.6
 QM0692
 QM0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4176812545(NAD 83)
 QM0692
 QM0692|---------------------------------------------------------------------|
 QM0692| PID    Reference Object                     Distance      Geod. Az  |
 QM0692|                                                           dddmmss.s |
 QM0692| CJ4349 BRYANT AZ MK RESET                                 1484508.5 |
 QM0692| CJ4350 BRYANT RM 1                          15.908 METERS 18638     |
 QM0692| CJ4351 BRYANT RM 2                          36.925 METERS 26503     |
 QM0692| QM0696 NR BRYANT RM 3                       21.425 METERS 29601     |
 QM0692| QM0693 BRYANT                               10.800 METERS 31252     |
 QM0692|---------------------------------------------------------------------|
 QM0692
 QM0692                          SUPERSEDED SURVEY CONTROL
 QM0692
 QM0692  NAD 83(1986)-  45 14 54.98252(N)    089 00 58.93297(W) AD(       ) 1
 QM0692  NAD 27      -  45 14 55.10400(N)    089 00 58.53300(W) AD(       ) 1
 QM0692
 QM0692.Superseded values are not recommended for survey control.
 QM0692
 QM0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0692.See file dsdata.pdf to determine how the superseded data were derived.
 QM0692
 QM0692_MARKER: DS = TRIANGULATION STATION DISK
 QM0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0692
 QM0692  HISTORY     - Date     Condition        Report By
 QM0692  HISTORY     - 1954     MONUMENTED       CGS
 QM0692
 QM0692                          STATION DESCRIPTION
 QM0692
 QM0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0692'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF THE VILLAGE
 QM0692'OF ANTIGO.  IT IS 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 QM0692'OF A CONCRETE BUILDING.  THE MARK PROJECTS 4 INCHES AND THE
 QM0692'DISK IS STAMPED BRYANT NO 3 1934.
 QM0692'
 QM0692'REFERENCE MARK NO 1 IS SOUTH OF THE STATION.  THE MARK PROJECTS
 QM0692'2 INCHES AND THE DISK IS STAMPED BRYANT NO 1 1934.
 QM0692'
 QM0692'REFERENCE MARK NO 2 IS WEST IF THE STATION.  THE MARK PROJECTS
 QM0692'6 INCHES AND THE DISK IS STAMPED BRYANT NO 2 1934.
 QM0692'
 QM0692'AZIMUTH MARK IS 39 FEET NORTH OF THE CENTERLINE OF COUNTY
 QM0692'ROUTE O.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QM0692'BRYANT 1934 RESET 1954.
 QM0692'
 QM0692'BRYANT 1934--THE TOWER COULD NOT BE BUILT OVER THE MARK, DUE
 QM0692'TO A BUILDING 1 FOOT EAST OF THE MARK.  BRYANT R.M. 3 WAS
 QM0692'ESTABLISHED.  A TRAVERSE CONNECTION WAS MADE AND THE DISTANCE
 QM0692'IS SHOWN ABOVE.
 QM0692'
 QM0692'BM (USGS) IS 26 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE
 QM0692'BUILDING.  THE MARK IS A 6 X 6 INCH CONCRETE POST WHICH
 QM0692'PROJECTS 8 INCHES AND IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 QM0692'BENCH MARK DISK WITH NO STAMPING.
 QM0692'
 QM0692'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QM0692'BRYANT R.M. 3 TO BM (USGS) AND THE DISTANCE IS SHOWN ABOVE.
 QM0692'
 QM0692'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 QM0692'HIGHWAYS 47 AND 64 IN THE VILLAGE OF ANTIGO, GO NORTH ON
 QM0692'U.S. HIGHWAY 45 AND STATE HIGHWAYS 47 AND 64 FOR 1.5 MILES
 QM0692'TO THE JUNCTION OF STATE HIGHWAY 64, TURN RIGHT (EAST) ON
 QM0692'STATE HIGHWAY 64 FOR 1.65 MILES TO THE JUNCTION OF STATE
 QM0692'HIGHWAY 52, TURN LEFT (NORTH AND EAST) ON STATE HIGHWAY
 QM0692'52 FOR 7.15 MILES TO THE JUNCTION OF COUNTY ROUTE S, TURN
 QM0692'LEFT (NORTH) ON COUNTY ROUTE S FOR 2.0 MILES TO COUNTY ROUTE
 QM0692'O ON THE LEFT, CONTINUE NORTH ON COUNTY ROUTE S FOR 0.5
 QM0692'MILE TO A TRACK ROAD LEFT, TURN LEFT (WEST) ON TRACK ROAD
 QM0692'FOR 0.5 MILE TO THE STATION AS DESCRIBED.
 QM0692'
 QM0692'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON TRACK
 QM0692'ROAD FOR 0.5 MILE TO COUNTY ROUTE S, TURN RIGHT (SOUTH) ON
 QM0692'COUNTY ROUTE S FOR 0.5 MILE TO COUNTY ROUTE O, TURN RIGHT
 QM0692'(WEST) ON COUNTY ROUTE O FOR 0.05 MILE AND THE MARK ON THE
 QM0692'RIGHT.
 QM0692'
 QM0692'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF5990 ***********************************************************************
 DF5990  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5990  DESIGNATION -  BUCHANAN C GPS
 DF5990  PID         -  DF5990
 DF5990  STATE/COUNTY-  WI/OUTAGAMIE
 DF5990  COUNTRY     -  US
 DF5990  USGS QUAD   -  WRIGHTSTOWN (2018)
 DF5990
 DF5990                         *CURRENT SURVEY CONTROL
 DF5990  ______________________________________________________________________
 DF5990* NAD 83(2011) POSITION- 44 15 27.13043(N) 088 14 16.43282(W)   ADJUSTED
 DF5990* NAD 83(2011) ELLIP HT-   185.819 (meters)        (06/27/12)   ADJUSTED
 DF5990* NAD 83(2011) EPOCH   -  2010.00
 DF5990* NAVD 88 ORTHO HEIGHT -   222.02  (meters)      728.4   (feet) GPS OBS
 DF5990  ______________________________________________________________________
 DF5990  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF5990  GEOID HEIGHT    -        -36.203 (meters)                     GEOID12A
 DF5990  GEOID HEIGHT    -        -36.205 (meters)                     GEOID18
 DF5990  NAD 83(2011) X  -    140,700.633 (meters)                     COMP
 DF5990  NAD 83(2011) Y  - -4,573,521.091 (meters)                     COMP
 DF5990  NAD 83(2011) Z  -  4,428,761.230 (meters)                     COMP
 DF5990  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 DF5990
 DF5990  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5990  Standards:
 DF5990         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5990            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5990  -------------------------------------------------------------------
 DF5990  NETWORK    0.39   0.31           0.18   0.13   0.16     -0.07700698
 DF5990  -------------------------------------------------------------------
 DF5990  Click here for local accuracies and other accuracy information.
 DF5990
 DF5990.The horizontal coordinates were established by GPS observations
 DF5990.and adjusted by the National Geodetic Survey in June 2012.
 DF5990
 DF5990.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5990.been affixed to the stable North American tectonic plate. See 
 DF5990.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5990
 DF5990.The horizontal coordinates are valid at the epoch date displayed above
 DF5990.which is a decimal equivalence of Year/Month/Day.
 DF5990
 DF5990.The orthometric height was determined by GPS observations and a
 DF5990.high-resolution geoid model using precise GPS observation and
 DF5990.processing techniques.
 DF5990
 DF5990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5990.GEOID18 height accuracy estimate available here.
 DF5990
 DF5990.Click photographs - Photos may exist for this station.
 DF5990
 DF5990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5990
 DF5990.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5990
 DF5990.The ellipsoidal height was determined by GPS observations
 DF5990.and is referenced to NAD 83.
 DF5990
 DF5990. The following values were computed from the NAD 83(2011) position.
 DF5990
 DF5990;                    North         East     Units Scale Factor Converg.
 DF5990;SPC WI C     -    48,663.447   740,707.480   MT  0.99999858   +1 14 35.9
 DF5990;SPC WI C     -   159,656.66  2,430,137.79   sFT  0.99999858   +1 14 35.9
 DF5990;UTM  16      - 4,901,222.516   401,182.723   MT  0.99972009   -0 51 50.3
 DF5990
 DF5990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5990!SPC WI C     -   0.99997086  x   0.99999858  =   0.99996944
 DF5990!UTM  16      -   0.99997086  x   0.99972009  =   0.99969096
 DF5990
 DF5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0118201222(NAD 83)
 DF5990
 DF5990                          SUPERSEDED SURVEY CONTROL
 DF5990
 DF5990  NAD 83(2007)-  44 15 27.13052(N)    088 14 16.43366(W) AD(2002.00) 0
 DF5990  ELLIP H (02/10/07)  185.862  (m)                       GP(2002.00)    
 DF5990  NAD 83(1997)-  44 15 27.13058(N)    088 14 16.43379(W) AD(       ) 1
 DF5990  ELLIP H (06/11/03)  185.856  (m)                       GP(       ) 3 1
 DF5990  NAVD 88 (07/26/07)  221.98   (m)  GEOID03  model used  GPS OBS        
 DF5990  NAVD 88 (06/11/03)  222.02   (m)  GEOID99  model used  GPS OBS        
 DF5990
 DF5990.Superseded values are not recommended for survey control.
 DF5990
 DF5990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5990.See file dsdata.pdf to determine how the superseded data were derived.
 DF5990
 DF5990_MARKER: DD = SURVEY DISK
 DF5990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5990_STAMPING: BUCHANAN C GPS 1993
 DF5990_MARK LOGO: WIDT
 DF5990_PROJECTION: FLUSH
 DF5990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5990+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DF5990
 DF5990  HISTORY     - Date     Condition        Report By
 DF5990  HISTORY     - 1993     MONUMENTED       WI-087
 DF5990  HISTORY     - 2002     GOOD             WIDT
 DF5990  HISTORY     - 20030625 GOOD             USPSQD
 DF5990  HISTORY     - 20040725 GOOD             USPSQD
 DF5990  HISTORY     - 20050810 GOOD             WIDT
 DF5990
 DF5990                          STATION DESCRIPTION
 DF5990
 DF5990'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF5990'THE STATION IS LOCATED ABOUT 35 KM SOUTHWEST OF GREEN BAY, 30 KM
 DF5990'NORTHEAST OF OSHKOSH AND 8 KM EAST OF APPLETON.  OWNERSHIP--OUTAGAMIE
 DF5990'COUNTY.
 DF5990'
 DF5990'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DF5990'HIGHWAY 96 ABOUT 18 KM SOUTH-SOUTHWEST OF THE CITY OF GREEN BAY, GO
 DF5990'SOUTH ON STATE HIGHWAY 32 FOR 4.8 KM TO COUNTY HIGHWAY Z, TURN RIGHT
 DF5990'AND GO WEST ON COUNTY HIGHWAY Z FOR 8.3 KM TO COUNTY HIGHWAY GG,
 DF5990'CONTINUE WEST ON COUNTY HIGHWAY Z FOR 0.8 KM TO KAVANAUGH ROAD, TURN
 DF5990'LEFT AND GO SOUTH ON KAVANAUGH ROAD FOR 1.6 KM TO EAST WEILER ROAD,
 DF5990'TURN RIGHT AND GO WEST ON EAST WEILER ROAD FOR 0.2 KM TO COUNTY
 DF5990'HIGHWAY CE TURN RIGHT AND GO NORTHWEST ON COUNTY HIGHWAY CE FOR 0.2 KM
 DF5990'TO SOUTH WEILER ROAD AND THE STATION ON THE LEFT.
 DF5990'
 DF5990'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF5990'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF5990'DIAMETER CONCRETE POST AND ABOUT 1.0 M BELOW THE HIGHWAY PAVEMENT.
 DF5990'
 DF5990'THE STATION IS 12.0 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY CE,
 DF5990'37.0 M WEST OF THE CENTERLINE OF SOUTH WEILER ROAD, 30.0 M WEST OF A
 DF5990'--DEAD END-- SIGN, 2.0 M NORTH OF A CULTIVATED FIELD, 0.8 M NORTH OF
 DF5990'AN ORANGE FIBERGLASS WITNESS POST, 1.0 M EAST, 1.0 M WEST, AND 1.0 M
 DF5990'SOUTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  NOTE-THIS STATION
 DF5990'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF5990'HORIZON EXCEPT MINOR POWER LINES TO THE NORTH UP TO 25 DEGREES.
 DF5990
 DF5990                          STATION RECOVERY (2003)
 DF5990
 DF5990'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF5990'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO ORANGE FIBERGLASS
 DF5990'WITNESS POST PRESENT.  AN ORANGE METAL WITNESS POST IS LYING ON THE
 DF5990'GROUND.
 DF5990
 DF5990                          STATION RECOVERY (2004)
 DF5990
 DF5990'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF5990'RECOVERED IN GOOD CONDITION.
 DF5990
 DF5990                          STATION RECOVERY (2005)
 DF5990
 DF5990'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF5990'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF5989 ***********************************************************************
 DF5989  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5989  DESIGNATION -  BUCHANAN E GPS
 DF5989  PID         -  DF5989
 DF5989  STATE/COUNTY-  WI/OUTAGAMIE
 DF5989  COUNTRY     -  US
 DF5989  USGS QUAD   -  WRIGHTSTOWN (2018)
 DF5989
 DF5989                         *CURRENT SURVEY CONTROL
 DF5989  ______________________________________________________________________
 DF5989* NAD 83(2011) POSITION- 44 17 20.84550(N) 088 11 27.61281(W)   ADJUSTED
 DF5989* NAD 83(2011) ELLIP HT-   170.478 (meters)        (06/27/12)   ADJUSTED
 DF5989* NAD 83(2011) EPOCH   -  2010.00
 DF5989* NAVD 88 ORTHO HEIGHT -   206.68  (meters)      678.1   (feet) GPS OBS
 DF5989  ______________________________________________________________________
 DF5989  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF5989  GEOID HEIGHT    -        -36.200 (meters)                     GEOID12A
 DF5989  GEOID HEIGHT    -        -36.203 (meters)                     GEOID18
 DF5989  NAD 83(2011) X  -    144,366.144 (meters)                     COMP
 DF5989  NAD 83(2011) Y  - -4,570,944.356 (meters)                     COMP
 DF5989  NAD 83(2011) Z  -  4,431,263.762 (meters)                     COMP
 DF5989  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 DF5989
 DF5989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5989  Standards:
 DF5989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5989  -------------------------------------------------------------------
 DF5989  NETWORK    0.39   0.33           0.18   0.13   0.17     -0.09457424
 DF5989  -------------------------------------------------------------------
 DF5989  Click here for local accuracies and other accuracy information.
 DF5989
 DF5989.The horizontal coordinates were established by GPS observations
 DF5989.and adjusted by the National Geodetic Survey in June 2012.
 DF5989
 DF5989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5989.been affixed to the stable North American tectonic plate. See 
 DF5989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5989
 DF5989.The horizontal coordinates are valid at the epoch date displayed above
 DF5989.which is a decimal equivalence of Year/Month/Day.
 DF5989
 DF5989.The orthometric height was determined by GPS observations and a
 DF5989.high-resolution geoid model using precise GPS observation and
 DF5989.processing techniques.
 DF5989
 DF5989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5989.GEOID18 height accuracy estimate available here.
 DF5989
 DF5989.Click photographs - Photos may exist for this station.
 DF5989
 DF5989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5989
 DF5989.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5989
 DF5989.The ellipsoidal height was determined by GPS observations
 DF5989.and is referenced to NAD 83.
 DF5989
 DF5989. The following values were computed from the NAD 83(2011) position.
 DF5989
 DF5989;                    North         East     Units Scale Factor Converg.
 DF5989;SPC WI C     -    52,254.828   744,373.302   MT  0.99999283   +1 16 35.0
 DF5989;SPC WI C     -   171,439.38  2,442,164.74   sFT  0.99999283   +1 16 35.0
 DF5989;UTM  16      - 4,904,675.678   404,977.085   MT  0.99971104   -0 49 54.2
 DF5989
 DF5989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5989!SPC WI C     -   0.99997327  x   0.99999283  =   0.99996610
 DF5989!UTM  16      -   0.99997327  x   0.99971104  =   0.99968432
 DF5989
 DF5989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0497704675(NAD 83)
 DF5989
 DF5989                          SUPERSEDED SURVEY CONTROL
 DF5989
 DF5989  NAD 83(2007)-  44 17 20.84558(N)    088 11 27.61365(W) AD(2002.00) 0
 DF5989  ELLIP H (02/10/07)  170.521  (m)                       GP(2002.00)    
 DF5989  NAD 83(1997)-  44 17 20.84565(N)    088 11 27.61376(W) AD(       ) 1
 DF5989  ELLIP H (06/11/03)  170.515  (m)                       GP(       ) 3 1
 DF5989  NAVD 88 (07/26/07)  206.64   (m)  GEOID03  model used  GPS OBS        
 DF5989  NAVD 88 (06/11/03)  206.68   (m)  GEOID99  model used  GPS OBS        
 DF5989
 DF5989.Superseded values are not recommended for survey control.
 DF5989
 DF5989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5989.See file dsdata.pdf to determine how the superseded data were derived.
 DF5989
 DF5989_MARKER: DD = SURVEY DISK
 DF5989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5989_STAMPING: BUCHANAN E GPS 1993
 DF5989_MARK LOGO: WI-087
 DF5989_PROJECTION: FLUSH
 DF5989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5989+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 DF5989
 DF5989  HISTORY     - Date     Condition        Report By
 DF5989  HISTORY     - 1993     MONUMENTED       WIDT
 DF5989  HISTORY     - 2002     GOOD             WIDT
 DF5989  HISTORY     - 20030625 GOOD             USPSQD
 DF5989  HISTORY     - 20040725 GOOD             USPSQD
 DF5989  HISTORY     - 20060112 GOOD             WIDT
 DF5989
 DF5989                          STATION DESCRIPTION
 DF5989
 DF5989'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF5989'THE STATION IS LOCATED ABOUT 47 KM NORTHWEST OF MANITOWOC, 29 KM
 DF5989'SOUTHWEST OF GREEN BAY AND 14 KM EAST-NORTHEAST OF APPLETON.
 DF5989'OWNERSHIP--TOWN OF BUCHANON.
 DF5989'
 DF5989'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DF5989'HIGHWAY 96 ABOUT 18 KM SOUTH-SOUTHWEST OF THE CITY OF GREEN BAY, GO
 DF5989'SOUTH ON STATE HIGHWAY 32 FOR 3.2 KM TO LAMERS-CLANCY RD, TURN RIGHT
 DF5989'AND GO WEST ON LAMERS-CLANCY ROAD FOR 5.4 KM TO COUNTY HIGHWAY D,
 DF5989'CONTINUE WEST FOR 1.6 KM ON LAMERS-CLANCY TO OUTAGAMIE ROAD, TURN
 DF5989'RIGHT AND GO NORTH ON OUTAGAMIE ROAD FOR 0.3 KM TO THE STATION ON THE
 DF5989'LEFT.
 DF5989'
 DF5989'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF5989'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF5989'DIAMETER CONCRETE POST ABOUT 0.1 M BELOW THE ROAD PAVEMENT, 7.0 M WEST
 DF5989'OF THE CENTERLINE OF OUTAGAMIE ROAD, 17.0 M SOUTHWEST OF THE
 DF5989'CENTERLINE OF PRIVATE ENTRANCE 7317, 16.0 M SOUTH OF THE CENTERLINE OF
 DF5989'A FIELD ENTRANCE, 7.0 M SOUTHWEST OF A MAILBOX 7317 POST, 1.5 M EAST
 DF5989'OF AN ORANGE STEEL WITNESS POST, 1.0 M EAST, 1.0 M SOUTH, AND 1.0 M
 DF5989'NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF5989'
 DF5989'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF5989'DEGREES ABOVE THE HORIZON.
 DF5989
 DF5989                          STATION RECOVERY (2003)
 DF5989
 DF5989'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF5989'RECOVERED IN GOOD CONDITION.
 DF5989
 DF5989                          STATION RECOVERY (2004)
 DF5989
 DF5989'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF5989'RECOVERED IN GOOD CONDITION.  THE NORTHERN ORANGE POST IS LYING ON THE
 DF5989'GROUND.
 DF5989
 DF5989                          STATION RECOVERY (2006)
 DF5989
 DF5989'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF5989'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 DF5989'NORTH, AND 1.0 M SOUTH OF THREE ORANGE 4X4 PLASTIC GUARD POSTS AND 1.4
 DF5989'M EAST OF A YELLOW METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6002 ***********************************************************************
 DF6002  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6002  DESIGNATION -  BUCHANAN S GPS
 DF6002  PID         -  DF6002
 DF6002  STATE/COUNTY-  WI/OUTAGAMIE
 DF6002  COUNTRY     -  US
 DF6002  USGS QUAD   -  HILBERT (2018)
 DF6002
 DF6002                         *CURRENT SURVEY CONTROL
 DF6002  ______________________________________________________________________
 DF6002* NAD 83(2011) POSITION- 44 14 37.98357(N) 088 12 09.10753(W)   ADJUSTED
 DF6002* NAD 83(2011) ELLIP HT-   206.334 (meters)        (06/27/12)   ADJUSTED
 DF6002* NAD 83(2011) EPOCH   -  2010.00
 DF6002* NAVD 88 ORTHO HEIGHT -   242.51  (meters)      795.6   (feet) GPS OBS
 DF6002  ______________________________________________________________________
 DF6002  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6002  GEOID HEIGHT    -        -36.172 (meters)                     GEOID12A
 DF6002  GEOID HEIGHT    -        -36.173 (meters)                     GEOID18
 DF6002  NAD 83(2011) X  -    143,557.461 (meters)                     COMP
 DF6002  NAD 83(2011) Y  - -4,574,506.100 (meters)                     COMP
 DF6002  NAD 83(2011) Z  -  4,427,688.923 (meters)                     COMP
 DF6002  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 DF6002
 DF6002  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6002  Standards:
 DF6002         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6002            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6002  -------------------------------------------------------------------
 DF6002  NETWORK    0.29   0.29           0.13   0.10   0.15      0.01526512
 DF6002  -------------------------------------------------------------------
 DF6002  Click here for local accuracies and other accuracy information.
 DF6002
 DF6002.The horizontal coordinates were established by GPS observations
 DF6002.and adjusted by the National Geodetic Survey in June 2012.
 DF6002
 DF6002.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6002.been affixed to the stable North American tectonic plate. See 
 DF6002.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6002
 DF6002.The horizontal coordinates are valid at the epoch date displayed above
 DF6002.which is a decimal equivalence of Year/Month/Day.
 DF6002
 DF6002.The orthometric height was determined by GPS observations and a
 DF6002.high-resolution geoid model using precise GPS observation and
 DF6002.processing techniques.
 DF6002
 DF6002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6002.GEOID18 height accuracy estimate available here.
 DF6002
 DF6002.Click photographs - Photos may exist for this station.
 DF6002
 DF6002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6002
 DF6002.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6002
 DF6002.The ellipsoidal height was determined by GPS observations
 DF6002.and is referenced to NAD 83.
 DF6002
 DF6002. The following values were computed from the NAD 83(2011) position.
 DF6002
 DF6002;                    North         East     Units Scale Factor Converg.
 DF6002;SPC WI C     -    47,208.758   743,564.817   MT  1.00000116   +1 16 05.7
 DF6002;SPC WI C     -   154,884.07  2,439,512.24   sFT  1.00000116   +1 16 05.7
 DF6002;UTM  16      - 4,899,664.184   403,983.844   MT  0.99971338   -0 50 20.7
 DF6002
 DF6002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6002!SPC WI C     -   0.99996765  x   1.00000116  =   0.99996881
 DF6002!UTM  16      -   0.99996765  x   0.99971338  =   0.99968104
 DF6002
 DF6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0398399664(NAD 83)
 DF6002
 DF6002                          SUPERSEDED SURVEY CONTROL
 DF6002
 DF6002  NAD 83(2007)-  44 14 37.98365(N)    088 12 09.10837(W) AD(2002.00) 0
 DF6002  ELLIP H (02/10/07)  206.376  (m)                       GP(2002.00)    
 DF6002  NAD 83(1997)-  44 14 37.98372(N)    088 12 09.10850(W) AD(       ) 1
 DF6002  ELLIP H (06/11/03)  206.369  (m)                       GP(       ) 3 1
 DF6002  NAVD 88 (07/26/07)  242.47   (m)  GEOID03  model used  GPS OBS        
 DF6002  NAVD 88 (06/11/03)  242.49   (m)  GEOID99  model used  GPS OBS        
 DF6002
 DF6002.Superseded values are not recommended for survey control.
 DF6002
 DF6002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6002.See file dsdata.pdf to determine how the superseded data were derived.
 DF6002
 DF6002_MARKER: DD = SURVEY DISK
 DF6002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6002_STAMPING: BUCHANAN S GPS 1993
 DF6002_MARK LOGO: WIDT
 DF6002_PROJECTION: FLUSH
 DF6002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6002+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DF6002
 DF6002  HISTORY     - Date     Condition        Report By
 DF6002  HISTORY     - 1993     MONUMENTED       WI-087
 DF6002  HISTORY     - 2002     GOOD             WIDT
 DF6002  HISTORY     - 20030625 GOOD             USPSQD
 DF6002  HISTORY     - 20040725 GOOD             USPSQD
 DF6002  HISTORY     - 20050810 GOOD             WIDT
 DF6002
 DF6002                          STATION DESCRIPTION
 DF6002
 DF6002'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6002'THE STATION IS LOCATED ABOUT 26 KM (16.2 MI) SOUTHWEST OF DE PERE, 13
 DF6002'KM (8.1 MI) NORTHWEST OF BRILLION, 10 KM (6.2 MI) SOUTH-SOUTHWEST OF
 DF6002'WRIGHTSTOWN.  OWNERSHIP--TOWN OF WOODVILLE.
 DF6002'
 DF6002'TO REACH THE STATION FROM THE JUNCTION OF WI 32 WITH WI 96 ABOUT 15 KM
 DF6002'(9.3 MI) SOUTH-SOUTHWEST OF THE CITY OF DE PERE, GO SOUTH ON WI 32 FOR
 DF6002'8.1 KM (5.0 MI) TO MAN-CAL ROAD.  TURN RIGHT AND GO WEST ON MAN-CAL
 DF6002'ROAD FOR 3.5 KM (2.2 MI) TO COUNTY HIGHWAY D CONTINUE WEST ON MAN-CAL
 DF6002'ROAD NOW COUNTY HIGHWAY KK FOR 2.4 KM (1.5 MI) TO HAEN ROAD TURN RIGHT
 DF6002'AND GO NORTH ON HAEN ROAD FOR 0.2 KM (0.1 MI) TO THE STATION ON THE
 DF6002'LEFT.
 DF6002'
 DF6002'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS
 DF6002'CONTROL MARKER DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF6002'AND ABOUT 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.  THE STATION IS
 DF6002'6.0 M (19.7 FT) WEST OF THE CENTERLINE OF HAEN ROAD, 12.0 M (39.4 FT)
 DF6002'NORTHEAST OF TELEPHONE PEDESTAL NUMBER 12725, 3.0 M (9.8 FT) EAST OF
 DF6002'A CULTIVATED FIELD, 2.5 M (8.2 FT) EAST OF AN ORANGE STEEL WITNESS
 DF6002'POST, 1.0 M (3.3 FT) EAST, 1.0 M (3.3 FT) SOUTH AND 1.0 M (3.3 FT)
 DF6002'NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  NOTE-THIS
 DF6002'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF6002'ABOVE THE HORIZION.
 DF6002
 DF6002                          STATION RECOVERY (2003)
 DF6002
 DF6002'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6002'RECOVERED IN GOOD CONDITION.
 DF6002
 DF6002                          STATION RECOVERY (2004)
 DF6002
 DF6002'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6002'RECOVERED IN GOOD CONDITION.
 DF6002
 DF6002                          STATION RECOVERY (2005)
 DF6002
 DF6002'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7574 ***********************************************************************
 DE7574  DESIGNATION -  BUCHANAN W GPS
 DE7574  PID         -  DE7574
 DE7574  STATE/COUNTY-  WI/OUTAGAMIE
 DE7574  COUNTRY     -  US
 DE7574  USGS QUAD   -  KAUKAUNA (2018)
 DE7574
 DE7574                         *CURRENT SURVEY CONTROL
 DE7574  ______________________________________________________________________
 DE7574* NAD 83(2011) POSITION- 44 16 29.59166(N) 088 19 23.30289(W)   ADJUSTED
 DE7574* NAD 83(2011) ELLIP HT-   186.301 (meters)        (06/27/12)   ADJUSTED
 DE7574* NAD 83(2011) EPOCH   -  2010.00
 DE7574* NAVD 88 ORTHO HEIGHT -   222.559 (meters)      730.18  (feet) ADJUSTED
 DE7574  ______________________________________________________________________
 DE7574  GEOID HEIGHT    -        -36.258 (meters)                     GEOID18
 DE7574  NAD 83(2011) X  -    133,856.863 (meters)                     COMP
 DE7574  NAD 83(2011) Y  - -4,572,380.559 (meters)                     COMP
 DE7574  NAD 83(2011) Z  -  4,430,142.203 (meters)                     COMP
 DE7574  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 DE7574  DYNAMIC HEIGHT  -        222.523 (meters)      730.06  (feet) COMP
 DE7574  MODELED GRAVITY -    980,451.8   (mgal)                       NAVD 88
 DE7574
 DE7574  VERT ORDER      -  SECOND    CLASS I
 DE7574
 DE7574  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7574  Standards:
 DE7574         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7574            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7574  -------------------------------------------------------------------
 DE7574  NETWORK    0.35   0.31           0.16   0.12   0.16     -0.00248931
 DE7574  -------------------------------------------------------------------
 DE7574  Click here for local accuracies and other accuracy information.
 DE7574
 DE7574.The horizontal coordinates were established by GPS observations
 DE7574.and adjusted by the National Geodetic Survey in June 2012.
 DE7574
 DE7574.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7574.been affixed to the stable North American tectonic plate. See 
 DE7574.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7574
 DE7574.The horizontal coordinates are valid at the epoch date displayed above
 DE7574.which is a decimal equivalence of Year/Month/Day.
 DE7574
 DE7574.The orthometric height was determined by differential leveling and
 DE7574.adjusted by the WI DEPT OF TRANSP
 DE7574.in May 2012.
 DE7574
 DE7574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7574.GEOID18 height accuracy estimate available here.
 DE7574
 DE7574.Click photographs - Photos may exist for this station.
 DE7574
 DE7574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7574
 DE7574.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7574
 DE7574.The ellipsoidal height was determined by GPS observations
 DE7574.and is referenced to NAD 83.
 DE7574
 DE7574.The dynamic height is computed by dividing the NAVD 88
 DE7574.geopotential number by the normal gravity value computed on the
 DE7574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7574.degrees latitude (g = 980.6199 gals.).
 DE7574
 DE7574.The modeled gravity was interpolated from observed gravity values.
 DE7574
 DE7574. The following values were computed from the NAD 83(2011) position.
 DE7574
 DE7574;                    North         East     Units Scale Factor Converg.
 DE7574;SPC WI C     -    50,446.824   733,861.939   MT  0.99999539   +1 10 59.4
 DE7574;SPC WI C     -   165,507.62  2,407,678.71   sFT  0.99999539   +1 10 59.4
 DE7574;UTM  16      - 4,903,255.835   394,409.200   MT  0.99973712   -0 55 25.6
 DE7574
 DE7574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7574!SPC WI C     -   0.99997079  x   0.99999539  =   0.99996618
 DE7574!UTM  16      -   0.99997079  x   0.99973712  =   0.99970792
 DE7574
 DE7574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9440903255(NAD 83)
 DE7574
 DE7574                          SUPERSEDED SURVEY CONTROL
 DE7574
 DE7574  NAD 83(2007)-  44 16 29.59174(N)    088 19 23.30374(W) AD(2002.00) 0
 DE7574  ELLIP H (02/10/07)  186.343  (m)                       GP(2002.00)    
 DE7574  NAD 83(1997)-  44 16 29.59179(N)    088 19 23.30390(W) AD(       ) 1
 DE7574  ELLIP H (06/11/03)  186.336  (m)                       GP(       ) 3 1
 DE7574  NAVD 88             222.52   (m)          730.1    (f) LEVELING    3  
 DE7574  NAVD 88 (04/20/07)  222.524  (m)          730.06   (f) SUPERSEDED  2 1
 DE7574  NAVD 88             222.54   (m)          730.1    (f) LEVELING    3  
 DE7574  NAVD 88 (05/16/03)  222.544  (m)          730.13   (f) SUPERSEDED  2 1
 DE7574
 DE7574.Superseded values are not recommended for survey control.
 DE7574
 DE7574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7574.See file dsdata.pdf to determine how the superseded data were derived.
 DE7574
 DE7574_MARKER: DD = SURVEY DISK
 DE7574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7574_STAMPING: BUCHANAN W GPS 1993
 DE7574_MARK LOGO: WIDT
 DE7574_PROJECTION: FLUSH
 DE7574_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7574+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DE7574
 DE7574  HISTORY     - Date     Condition        Report By
 DE7574  HISTORY     - 1993     MONUMENTED       WIDT
 DE7574  HISTORY     - 20010530 GOOD             WIDT
 DE7574  HISTORY     - 20030625 GOOD             USPSQD
 DE7574  HISTORY     - 20040725 GOOD             USPSQD
 DE7574  HISTORY     - 20050725 GOOD             WIDT
 DE7574
 DE7574                          STATION DESCRIPTION
 DE7574
 DE7574'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7574'TH STATION IS LOCATED ABOUT 56 KM NORTHWEST OF MANITOWOC, 25 KM
 DE7574'NORTHEAST OF OSHKOSH, AND 7 KM EAST OF APPLETON.  OWNERSHIP--VILLAGE
 DE7574'OF KIMBERLY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41
 DE7574'WITH STATE HIGHWAY 55, ABOUT 1 KM NORTH OF THE CITY OF KAUKAUNA, GO
 DE7574'SOUTHEAST ON STATE HIGHWAY 55 (DELANGLADE STREET) FOR 1.3 KM TO STATE
 DE7574'HIGHWAY 96 (LAWE STREET),  TURN RIGHT AND GO SOUTHWEST ON STATE
 DE7574'HIGHWAY 55 AND STATE HIGHWAY 96 FOR 0.8 KM TO STATE HIGHWAY 96 ON THE
 DE7574'RIGHT,    TURN RIGHT AND GO WEST ON STATE HIGHWAY 96 (TAYLOR STREET
 DE7574'BECOMES DRAPER STREET BECOMES EAST MAIN STREET BECOMES WEST MAIN
 DE7574'STREET) FOR 4.4 KM TO MADISON STREET, TURN LEFT AND GO SOUTH ON
 DE7574'MADISON STREET FOR 0.2 KM TO NORTH WASHINGTON STREET ON THE RIGHT,
 DE7574'TURN RIGHT AND GO SOUTHWEST ON NORTH WASHINGTON STREET FOR 0.5 KM TO
 DE7574'PROSPECT STREET ON THE LEFT,  CONTINUE SOUTHWEST ON NORTH WASHINGTON
 DE7574'STREET FOR 50 METERS TO THE STATION ON THE LEFT. ---NOTE---PROSPECT
 DE7574'STREET DOES NOT INTERSECT WITH SOUTHBOUND NORTH WASHINGTON STREET.
 DE7574'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7574'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7574'AND ABOUT LEVEL WITH THE STREET PAVEMENT.  THE STATION IS 7.7 METERS
 DE7574'SOUTHEAST OF THE CENTERLINE OF 2 NORTH BOUND LANES OF NORTH
 DE7574'WASHINGTON STREET, 54.3 METERS SOUTHWEST OF THE CENTERLINE OF
 DE7574'PROSPECT STREET, 38.1 METERS SOUTHWEST OF EASTERNMOST METAL POST FOR
 DE7574'A --WELCOME  TO KIMBERLY-- SIGN, 29.3 M NORTHEAST OF A WOOD POST FOR
 DE7574'A --SPEED LIMIT 25-- SIGN, 0.5 METERS NORTHWEST OF EDGE OF SIDEWALK,
 DE7574'AND 1.3 METERS SOUTHEAST OF WHITE PLASTIC WITNESS POST.
 DE7574'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 DE7574'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER POLE AND WIRES
 DE7574'EXTENDING TO 20 DEGREES IN THE WEST, NORTHWEST, AND NORTH.
 DE7574
 DE7574                          STATION RECOVERY (2003)
 DE7574
 DE7574'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7574'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 DE7574'POST PRESENT.  THE SIDEWALK HAS BEEN PAINTED WHITE ADJACENT TO THE
 DE7574'STATION.
 DE7574
 DE7574                          STATION RECOVERY (2004)
 DE7574
 DE7574'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DE7574'RECOVERED IN GOOD CONDITION.
 DE7574
 DE7574                          STATION RECOVERY (2005)
 DE7574
 DE7574'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7574'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 11.7 M SOUTHWEST OF
 DE7574'A PARKING LOT METAL LIGHT POLE.  NOTE-- SAFE PARKING CAN BE HAD AT THE
 DE7574'WEST SIDE OF THE --FAMILY VIDEO-- PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0043 ***********************************************************************
 QM0043  DESIGNATION -  BUCK
 QM0043  PID         -  QM0043
 QM0043  STATE/COUNTY-  WI/OCONTO
 QM0043  COUNTRY     -  US
 QM0043  USGS QUAD   -  MOUNTAIN (2018)
 QM0043
 QM0043                         *CURRENT SURVEY CONTROL
 QM0043  ______________________________________________________________________
 QM0043* NAD 83(1991) POSITION- 45 10 39.63691(N) 088 28 16.41940(W)   ADJUSTED
 QM0043* NAVD 88 ORTHO HEIGHT -   294.286 (meters)      965.50  (feet) ADJUSTED
 QM0043  ______________________________________________________________________
 QM0043  GEOID HEIGHT    -        -35.733 (meters)                     GEOID18
 QM0043  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 QM0043  DYNAMIC HEIGHT  -        294.255 (meters)      965.40  (feet) COMP
 QM0043  MODELED GRAVITY -    980,505.0   (mgal)                       NAVD 88
 QM0043
 QM0043  HORZ ORDER      -  FIRST
 QM0043  VERT ORDER      -  FIRST     CLASS II
 QM0043
 QM0043.The horizontal coordinates were established by classical geodetic methods
 QM0043.and adjusted by the National Geodetic Survey in November 1991.
 QM0043
 QM0043.The orthometric height was determined by differential leveling and
 QM0043.adjusted by the NATIONAL GEODETIC SURVEY
 QM0043.in June 1991.
 QM0043
 QM0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0043.GEOID18 height accuracy estimate available here.
 QM0043
 QM0043.Click photographs - Photos may exist for this station.
 QM0043
 QM0043.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0043
 QM0043.The dynamic height is computed by dividing the NAVD 88
 QM0043.geopotential number by the normal gravity value computed on the
 QM0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0043.degrees latitude (g = 980.6199 gals.).
 QM0043
 QM0043.The modeled gravity was interpolated from observed gravity values.
 QM0043
 QM0043. The following values were computed from the NAD 83(1991) position.
 QM0043
 QM0043;                    North         East     Units Scale Factor Converg.
 QM0043;SPC WI C     -   150,515.000   720,153.178   MT  0.99995453   +1 04 43.2
 QM0043;SPC WI C     -   493,814.63  2,362,702.55   sFT  0.99995453   +1 04 43.2
 QM0043;UTM  16      - 5,003,741.163   384,403.754   MT  0.99976430   -1 02 37.1
 QM0043
 QM0043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0043!SPC WI C     -   0.99995946  x   0.99995453  =   0.99991400
 QM0043!UTM  16      -   0.99995946  x   0.99976430  =   0.99972377
 QM0043
 QM0043:                Primary Azimuth Mark                     Grid Az
 QM0043:SPC WI C     -  BOND                                     143 36 29.8
 QM0043:UTM  16      -  BOND                                     145 43 50.1
 QM0043
 QM0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8440303741(NAD 83)
 QM0043
 QM0043|---------------------------------------------------------------------|
 QM0043| PID    Reference Object                     Distance      Geod. Az  |
 QM0043|                                                           dddmmss.s |
 QM0043| QM0044 BOND                                443.470 METERS 1444113.0 |
 QM0043|---------------------------------------------------------------------|
 QM0043
 QM0043                          SUPERSEDED SURVEY CONTROL
 QM0043
 QM0043  NAD 83(1986)-  45 10 39.64559(N)    088 28 16.45760(W) AD(       ) 1
 QM0043  NAD 27      -  45 10 39.69300(N)    088 28 16.05600(W) AD(       ) 1
 QM0043  USSD        -  45 10 39.79200(N)    088 28 15.85900(W) AD(       ) 3
 QM0043  NGVD 29 (??/??/92)  294.288  (m)          965.51   (f) ADJ UNCH    1 2
 QM0043  NGVD 29             294.29   (m)          965.5    (f) LEVELING    3  
 QM0043
 QM0043.Superseded values are not recommended for survey control.
 QM0043
 QM0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0043.See file dsdata.pdf to determine how the superseded data were derived.
 QM0043
 QM0043_MARKER: DS = TRIANGULATION STATION DISK
 QM0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0043_STAMPING: BUCK 1921
 QM0043_MARK LOGO: CGS
 QM0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0043+STABILITY: SURFACE MOTION
 QM0043
 QM0043  HISTORY     - Date     Condition        Report By
 QM0043  HISTORY     - 1921     MONUMENTED       CGS
 QM0043  HISTORY     - 1922     GOOD             CGS
 QM0043  HISTORY     - 1934     GOOD             CGS
 QM0043  HISTORY     - 1973     SEE DESCRIPTION  USGS
 QM0043  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0043
 QM0043                          STATION DESCRIPTION
 QM0043
 QM0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0043'STATION IS ABOUT 1/2 MILE S OF MOUNTAIN, 25 METERS N OF
 QM0043'WHISTLEBOARD FOR FIRST ROAD CROSSING S OF MOUNTAIN, 100
 QM0043'METERS N OF RAILROAD CULVERT N 60, 10.17 METERS (33.37 FEET)
 QM0043'W OF THE W RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 QM0043'
 QM0043'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0043'DISKS SET IN CONCRETE.
 QM0043
 QM0043                          STATION RECOVERY (1922)
 QM0043
 QM0043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0043'0.6 MI S FROM MOUNTAIN.
 QM0043'ABOUT 1/2 MILE SOUTH OF MOUNTAIN, 25 METERS NORTH OF WHISTLE BOARD
 QM0043'FOR FIRST ROAD CROSSING SOUTH OF MOUNTAIN 100 METERS NORTH OF
 QM0043'RAILROAD CULVERT N60, 10.17 METERS (33.37 FEET) WEST OF THE
 QM0043'WEST RAIL OF THE C. AND N. W. RY.
 QM0043
 QM0043                          STATION RECOVERY (1934)
 QM0043
 QM0043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0043'RECOVERED IN GOOD CONDITION.
 QM0043
 QM0043                          STATION RECOVERY (1973)
 QM0043
 QM0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (GS)
 QM0043'MARK IN POSITION LEANING OVER AT ABOUT A 45 DEGREE ANGLE.
 QM0043
 QM0043                          STATION RECOVERY (1985)
 QM0043
 QM0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0219 ***********************************************************************
 PM0219  DESIGNATION -  BUCK
 PM0219  PID         -  PM0219
 PM0219  STATE/COUNTY-  WI/OCONTO
 PM0219  COUNTRY     -  US
 PM0219  USGS QUAD   -  OCONTO EAST (2018)
 PM0219
 PM0219                         *CURRENT SURVEY CONTROL
 PM0219  ______________________________________________________________________
 PM0219* NAD 83(1986) POSITION- 44 53 40.63   (N) 087 49 52.01   (W)   HD_HELD1
 PM0219* NAVD 88 ORTHO HEIGHT -   177.939 (meters)      583.79  (feet) ADJUSTED
 PM0219  ______________________________________________________________________
 PM0219  GEOID HEIGHT    -        -36.578 (meters)                     GEOID18
 PM0219  DYNAMIC HEIGHT  -        177.922 (meters)      583.73  (feet) COMP
 PM0219  MODELED GRAVITY -    980,521.9   (mgal)                       NAVD 88
 PM0219
 PM0219  VERT ORDER      -  SECOND    CLASS I
 PM0219
 PM0219.The horizontal coordinates were determined by differentially corrected
 PM0219.hand held GPS observations or other comparable positioning techniques
 PM0219.and have an estimated accuracy of +/- 3 meters.
 PM0219
 PM0219.The orthometric height was determined by differential leveling and
 PM0219.adjusted by the NATIONAL GEODETIC SURVEY
 PM0219.in February 2017.
 PM0219
 PM0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0219.GEOID18 height accuracy estimate available here.
 PM0219
 PM0219.Click photographs - Photos may exist for this station.
 PM0219
 PM0219.The dynamic height is computed by dividing the NAVD 88
 PM0219.geopotential number by the normal gravity value computed on the
 PM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0219.degrees latitude (g = 980.6199 gals.).
 PM0219
 PM0219.The modeled gravity was interpolated from observed gravity values.
 PM0219
 PM0219;                    North         East    Units  Estimated Accuracy
 PM0219;SPC WI C     -   120,216.4     771,292.5     MT  (+/- 3 meters HH1 GPS) 
 PM0219
 PM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3437571580(NAD 83)
 PM0219
 PM0219                          SUPERSEDED SURVEY CONTROL
 PM0219
 PM0219  NAVD 88 (06/15/91)  177.974  (m)          583.90   (f) SUPERSEDED  1 0
 PM0219
 PM0219.Superseded values are not recommended for survey control.
 PM0219
 PM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0219.See file dsdata.pdf to determine how the superseded data were derived.
 PM0219
 PM0219_MARKER: Z = SEE DESCRIPTION
 PM0219_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0219_PROJECTION: FLUSH
 PM0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0219+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2015
 PM0219
 PM0219  HISTORY     - Date     Condition        Report By
 PM0219  HISTORY     - UNK      MONUMENTED       USLS
 PM0219  HISTORY     - 1972     GOOD             NGS
 PM0219  HISTORY     - 19901103 MARK NOT FOUND   USPSQD
 PM0219  HISTORY     - 20051212 GOOD             WIDT
 PM0219  HISTORY     - 20150805 GOOD             WIDT
 PM0219
 PM0219                          STATION DESCRIPTION
 PM0219
 PM0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0219'2.0 MI E FROM OCONTO.
 PM0219'ABOUT 0.6 MILE EAST ALONG MAIN STREET FROM THE CITY HALL AT OCONTO,
 PM0219'THENCE 0.75 MILES NORTHEASTERLY ALONG HARBOR ROAD, THENCE 0.6 MILE
 PM0219'EAST ALONG BASIN ROAD, 102 FEET SOUTHWEST OF THE CENTER OF THE
 PM0219'JUNCTION OF BASIN ROAD, SHORE DRIVE AND SPLINTER CAUSEWAY, 52 FEET
 PM0219'NORTHEAST OF THE NORTH CORNER OF A LONG ONE STORY CONCRETE BUILDING,
 PM0219'22 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET EAST OF
 PM0219'THE EAST EDGE OF A BLACK TOP PARKING AREA, 1/2 FOOT BELOW THE LEVEL OF
 PM0219'THE ROAD, THE TOP OF AN IRON ROD THAT IS 1/2 FOOT BELOW THE LEVEL OF
 PM0219'THE GROUND AND DRIVEN TO A DEPTH OF 10 FEET.  SECTION 16, T 28N, R
 PM0219'22E.
 PM0219
 PM0219                          STATION RECOVERY (1990)
 PM0219
 PM0219'RECOVERY NOTE BY US POWER SQUADRON 1990 (LGM)
 PM0219'MARK NOT FOUND.
 PM0219
 PM0219                          STATION RECOVERY (2005)
 PM0219
 PM0219'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0219'RECOVERED IN GOOD CONDITION. -ADD THE STATION IS TOWARDS THE EAST END
 PM0219'OF THE PARKING AREA FOR BREAKWATER PARK AND BOAT LAUNCH, ACROSS THE
 PM0219'ROAD AND SOUTHEAST OF THE HARBOR VIEW RESTAURANT, 32.0 M SOUTH OF THE
 PM0219'CENTERLINE OF BASIN ROAD, 21.3 M NORTH OF THE NORTH EDGE OF THE MARINA
 PM0219'WALL, 4.6 M SOUTHWEST OF A HANDICAP PARKING SIGN POST,
 PM0219'6.4 M SOUTHEAST OF A HANDICAP PARKING SIGN POST, 4.9 M SOUTHWEST OF A
 PM0219'STEEL MANHOLE COVER, 7.0 M SOUTHWEST OF A WOODEN LIGHT POLE WITH A
 PM0219'-VEHICLES WITH TRAILER ONLY- SIGN AND AN ORANGE FIBERGLASS WITNESS
 PM0219'POST ATTACHED TO IT, 23.8 M NORTHWEST OF A WOODEN LIGHT POLE AND 25.0
 PM0219'M NORTHEAST OF A WOODEN LIGHT POLE.--NOTE--THE CITY OF OCONTO BUILT A
 PM0219'PARK AND BOAT LAUNCH AT THIS SITE.
 PM0219'NOTE2--THE LONG ONE STORY CONCRETE BUILDING IS GONE AND THE STREET
 PM0219'HAS BEEN REBUILT IN A DIFFERENT LOCATION. THE MONUMENT WAS PRESERVED
 PM0219'AND IS ENCASED IN A 20 CM PVC PIPE 0.3 M BELOW THE SURFACE OF THE
 PM0219'BLACKTOP PARKING AREA FOR THE PARK AND BOAT LAUNCH.
 PM0219
 PM0219                          STATION RECOVERY (2015)
 PM0219
 PM0219'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 PM0219'RECOVERED AS DESCRIBED.
 PM0219'
 PM0219'NOTE-THE STEEL ROD IS INSIDE OF A 20 CM (8 INCHES) DIAMETER PVC PIPE
 PM0219'AND IS APPROXIMATELY 30 CM (12 INCHES) LOWER THAN SURFACE OF THE
 PM0219'BLACKTOP PARKING AREA FOR BREAKWATER PARK AND BOAT LAUNCH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1063 ***********************************************************************
 ON1063  DESIGNATION -  BUCK
 ON1063  PID         -  ON1063
 ON1063  STATE/COUNTY-  WI/RICHLAND
 ON1063  COUNTRY     -  US
 ON1063  USGS QUAD   -  ROCKBRIDGE (2018)
 ON1063
 ON1063                         *CURRENT SURVEY CONTROL
 ON1063  ______________________________________________________________________
 ON1063* NAD 83(1996) POSITION- 43 24 01.91511(N) 090 19 23.15944(W)   ADJUSTED
 ON1063* NAVD 88 ORTHO HEIGHT -   362.    (meters)     1188.    (feet) SCALED
 ON1063  ______________________________________________________________________
 ON1063  GEOID HEIGHT    -        -34.227 (meters)                     GEOID18
 ON1063  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 ON1063  HORZ ORDER      -  FIRST
 ON1063
 ON1063.The horizontal coordinates were established by classical geodetic methods
 ON1063.and adjusted by the National Geodetic Survey in March 1999.
 ON1063
 ON1063.The orthometric height was scaled from a topographic map.
 ON1063
 ON1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1063.GEOID18 height accuracy estimate available here.
 ON1063
 ON1063.Click photographs - Photos may exist for this station.
 ON1063
 ON1063.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1063
 ON1063. The following values were computed from the NAD 83(1996) position.
 ON1063
 ON1063;                    North         East     Units Scale Factor Converg.
 ON1063;SPC WI S     -   155,636.344   573,827.731   MT  0.99993255   -0 13 19.2
 ON1063;SPC WI S     -   510,616.91  1,882,633.15   sFT  0.99993255   -0 13 19.2
 ON1063;UTM  15      - 4,808,775.415   716,771.656   MT  1.00017805   +1 50 24.0
 ON1063
 ON1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1063!SPC WI S     -   0.99994861  x   0.99993255  =   0.99988116
 ON1063!UTM  15      -   0.99994861  x   1.00017805  =   1.00012665
 ON1063
 ON1063:                Primary Azimuth Mark                     Grid Az
 ON1063:SPC WI S     -  BUCK AZ MK                               029 11 50.6
 ON1063:UTM  15      -  BUCK AZ MK                               027 08 07.4
 ON1063
 ON1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1677108775(NAD 83)
 ON1063
 ON1063|---------------------------------------------------------------------|
 ON1063| PID    Reference Object                     Distance      Geod. Az  |
 ON1063|                                                           dddmmss.s |
 ON1063| CI9107 BUCK AZ MK                                         0285831.4 |
 ON1063| CI9108 BUCK RM 1                            23.707 METERS 11639     |
 ON1063| ON1024 KEYESVILLE ST MARYS CATH CH         APPROX.10.8 KM 1291016.5 |
 ON1063| CI9109 BUCK RM 2                            22.271 METERS 25445     |
 ON1063|---------------------------------------------------------------------|
 ON1063
 ON1063                          SUPERSEDED SURVEY CONTROL
 ON1063
 ON1063  NAD 83(1991)-  43 24 01.91503(N)    090 19 23.15988(W) AD(       ) 1
 ON1063  NAD 83(1986)-  43 24 01.90708(N)    090 19 23.16172(W) AD(       ) 1
 ON1063  NAD 27      -  43 24 01.97630(N)    090 19 22.70590(W) AD(       ) 1
 ON1063
 ON1063.Superseded values are not recommended for survey control.
 ON1063
 ON1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1063.See file dsdata.pdf to determine how the superseded data were derived.
 ON1063
 ON1063_MARKER: DS = TRIANGULATION STATION DISK
 ON1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1063_STAMPING: BUCK 1958
 ON1063_MARK LOGO: CGS
 ON1063_PROJECTION: RECESSED 30 CENTIMETERS
 ON1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1063+STABILITY: SURFACE MOTION
 ON1063
 ON1063  HISTORY     - Date     Condition        Report By
 ON1063  HISTORY     - 1958     MONUMENTED       CGS
 ON1063
 ON1063                          STATION DESCRIPTION
 ON1063
 ON1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1063'THE STATION IS ABOUT 2 MILES SOUTHEAST OF BUCK CREEK, AND 5 MILES
 ON1063'NORTHEAST OF RICHLAND CENTER IN THE SOUTHWEST QUARTER OF SECTION
 ON1063'25, T-11-N, R-1-E ON LAND OWNED BY MR. DONALD ELDER.  IT IS 105
 ON1063'FEET SOUTHWEST OF A 12 INCH APPLE TREE, 77 FEET NORTHWEST OF A
 ON1063'NORTH GATE POST, 247 NORTHEAST OF THE NORTHEAST CORNER OF MR.
 ON1063'ELDERS HOME, AND 17 FEET NORTH OF THE CENTERLINE OF A FARM LANE.
 ON1063'THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 ON1063'BUCK 1958.
 ON1063'
 ON1063'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 ON1063'STATE HIGHWAY 80 IN RICHLAND CENTER, GO EAST ON HIGHWAY 14
 ON1063'FOR 0.1 MILE (2 BLOCKS).  TURN RIGHT AND GO SOUTH ON HIGHWAY
 ON1063'14 FOR 0.05 MILE (1 BLOCK) TO THE JUNCTION OF COUNTY ROAD N.
 ON1063'TURN LEFT AND GO EAST AND NORTH ON ROAD N FOR 4.8 MILES TO THE
 ON1063'JUNCTION OF COUNTY ROAD NN.  TURN LEFT AND GO NORTH ON ROAD NN
 ON1063'FOR 2.2 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND GO WEST
 ON1063'ON A GRAVELED ROAD FOR 1.2 MILES TO A GRAVELED T-ROAD.  TURN
 ON1063'RIGHT AND GO NORTHEAST ON THE GRAVELED ROAD FOR 1.6 MILES TO
 ON1063'MR. ELDERS HOME ON THE RIGHT AND THE STATION.
 ON1063'
 ON1063'TO REACH THE AZIMUTH MARK FROM MR. ELDERS HOME GO NORTHEAST ON
 ON1063'THE GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 ON1063'
 ON1063'REFERENCE MARK 1 IS 10 FEET NORTH OF THE CENTERLINE OF A FARM
 ON1063'LANE, 1 FOOT NORTHWEST OF A NORTH GATE POST, AND 6 INCHES WEST
 ON1063'OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 ON1063'IS STAMPED BUCK NO 1 1958.
 ON1063'
 ON1063'REFERENCE MARK 2 IS 175 FEET NORTHEAST OF THE NORTHEAST CORNER
 ON1063'OF MR. ELDERS HOME, 86 FEET NORTHEAST OF A 12 INCH ELM TREE, AND 8
 ON1063'FEET SOUTH OF THE CENTERLINE OF A FARM LANE.  THE MONUMENT IS
 ON1063'FLUSH AND THE DISK IS STAMPED BUCK NO 2 1958.
 ON1063'
 ON1063'THE AZIMUTH MARK IS 32 FEET NORTH OF A FENCE CORNER, 16 FEET
 ON1063'EAST OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET SOUTH OF A WHITE
 ON1063'WITNESS POST, AND 6 INCHES WEST OF A WIRE FENCE.  THE MONUMENT
 ON1063'PROJECTS 4 INCHES AND THE DISK IS STAMPED BUCK 1958.
 ON1063'
 ON1063'NO MEASUREMENT WAS MADE BETWEEN THE MARKS BECAUSE OF TALL CORN
 ON1063'IN LINE WITH THEM.
 ON1063'
 ON1063'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1585 ***********************************************************************
 RN1585  DESIGNATION -  BUCK
 RN1585  PID         -  RN1585
 RN1585  STATE/COUNTY-  WI/DOUGLAS
 RN1585  COUNTRY     -  US
 RN1585  USGS QUAD   -  AMNICON LAKE (2018)
 RN1585
 RN1585                         *CURRENT SURVEY CONTROL
 RN1585  ______________________________________________________________________
 RN1585* NAD 83(1996) POSITION- 46 28 47.81221(N) 092 00 25.81938(W)   ADJUSTED
 RN1585* NAVD 88 ORTHO HEIGHT -   401.    (meters)     1316.    (feet) SCALED
 RN1585  ______________________________________________________________________
 RN1585  GEOID HEIGHT    -        -27.194 (meters)                     GEOID18
 RN1585  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 RN1585  HORZ ORDER      -  SECOND
 RN1585
 RN1585.The horizontal coordinates were established by classical geodetic methods
 RN1585.and adjusted by the National Geodetic Survey in March 1999.
 RN1585
 RN1585.The orthometric height was scaled from a topographic map.
 RN1585
 RN1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1585.GEOID18 height accuracy estimate available here.
 RN1585
 RN1585.Click photographs - Photos may exist for this station.
 RN1585
 RN1585.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1585
 RN1585. The following values were computed from the NAD 83(1996) position.
 RN1585
 RN1585;                    North         East     Units Scale Factor Converg.
 RN1585;SPC WI N     -   147,913.559   445,890.179   MT  0.99996017   -1 26 52.5
 RN1585;SPC WI N     -   485,279.73  1,462,891.36   sFT  0.99996017   -1 26 52.5
 RN1585;UTM  15      - 5,147,854.053   576,209.373   MT  0.99967139   +0 43 11.9
 RN1585
 RN1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1585!SPC WI N     -   0.99994141  x   0.99996017  =   0.99990158
 RN1585!UTM  15      -   0.99994141  x   0.99967139  =   0.99961282
 RN1585
 RN1585:                Primary Azimuth Mark                     Grid Az
 RN1585:SPC WI N     -  UPPER                                    288 52 25.2
 RN1585:UTM  15      -  UPPER                                    286 42 20.8
 RN1585
 RN1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7620947854(NAD 83)
 RN1585
 RN1585|---------------------------------------------------------------------|
 RN1585| PID    Reference Object                     Distance      Geod. Az  |
 RN1585|                                                           dddmmss.s |
 RN1585| RM0872 MIDDLE RIVER SANATORIUM TANK        APPROX.12.0 KM 0554008.5 |
 RN1585| CJ2295 BUCK RM 2                            23.940 METERS 12733     |
 RN1585| RN1519 UPPER                               APPROX.11.1 KM 2872532.7 |
 RN1585| RN1520 PATTISON FIRE TOWER D               APPROX.10.5 KM 2940245.4 |
 RN1585| CJ2294 BUCK RM 1                            27.373 METERS 35458     |
 RN1585|---------------------------------------------------------------------|
 RN1585
 RN1585                          SUPERSEDED SURVEY CONTROL
 RN1585
 RN1585  NAD 83(1991)-  46 28 47.81100(N)    092 00 25.81711(W) AD(       ) 2
 RN1585  NAD 83(1986)-  46 28 47.80529(N)    092 00 25.81580(W) AD(       ) 2
 RN1585  NAD 27      -  46 28 48.01800(N)    092 00 25.12800(W) AD(       ) 2
 RN1585
 RN1585.Superseded values are not recommended for survey control.
 RN1585
 RN1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1585.See file dsdata.pdf to determine how the superseded data were derived.
 RN1585
 RN1585_MARKER: DS = TRIANGULATION STATION DISK
 RN1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1585_STAMPING: BUCK 1953
 RN1585_MARK LOGO: CGS
 RN1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1585+STABILITY: SURFACE MOTION
 RN1585
 RN1585  HISTORY     - Date     Condition        Report By
 RN1585  HISTORY     - 1953     MONUMENTED       CGS
 RN1585
 RN1585                          STATION DESCRIPTION
 RN1585
 RN1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RN1585'STATION IS LOCATED ABOUT 15 MILES SOUTH OF SUPERIOR AND 13
 RN1585'MILES NORTHWEST OF SOLON SPRINGS ON A HIGH POINT OF AN EAST-WEST
 RN1585'WOODED RIDGE.  STATION IS 24 FEET NORTH OF A TRIANGLE BLAZED
 RN1585'TREE AND 24 FEET EAST OF A TRIANGLE BLAZED TREE.  THE MARK
 RN1585'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BUCK 1953.
 RN1585'
 RN1585'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES AND THE DISK IS
 RN1585'STAMPED BUCK NO 1 1953.
 RN1585'
 RN1585'REFERENCE MARK NO. 2 IS 18 FEET EAST OF THE APPROXIMATE CENTER
 RN1585'OF CLEARED ROAD.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 RN1585'DISK IS STAMPED BUCK NO 2 1953.
 RN1585'
 RN1585'TO REACH STATION FROM THE RAILROAD DEPOT IN SOLON SPRINGS
 RN1585'GO NORTH ON U.S. HIGHWAY 53 FOR 6.7 MILES TO JUNCTION OF COUNTY
 RN1585'ROUTE L.  TURN LEFT AND GO WEST ON COUNTY ROUTE L FOR 4.3
 RN1585'MILES TO END OF SURFACED ROAD.  CONTINUE STRAIGHT AHEAD FOR 2.4
 RN1585'MILES TO A BRIDGE AND BEGINNING OF SURFACED ROAD.  CONTINUE NORTH
 RN1585'FOR 0.45 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR
 RN1585'0.55 MILE TO A T INTERSECTION.  TURN RIGHT AND GO NORTH FOR
 RN1585'0.45 MILE TO CURVE.  KEEP LEFT AND GO WEST FOR 1.4 MILES TO A
 RN1585'TRACK ROAD ON LEFT AND A TRIANGLE BLAZED TREE ON RIGHT.  TURN
 RN1585'RIGHT OFF ROAD AND FOLLOW CLEARED ROAD NORTH FOR ABOUT 0.4
 RN1585'MILE TO HIGHEST POINT AND STATION AS DESCRIBED.  A 4
 RN1585'WHEEL DRIVE IS NECESSARY TO DRIVE TO STATION AFTER LEAVING
 RN1585'ROAD.
 RN1585'
 RN1585'NO SUITABLE LOCATION WAS AVAILABLE FOR AN AZIMUTH MARK.
 RN1585'
 RN1585'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO1027 ***********************************************************************
 DO1027  DESIGNATION -  BUCK LK 1
 DO1027  PID         -  DO1027
 DO1027  STATE/COUNTY-  WI/BURNETT
 DO1027  COUNTRY     -  US
 DO1027  USGS QUAD   -  HERTEL (2018)
 DO1027
 DO1027                         *CURRENT SURVEY CONTROL
 DO1027  ______________________________________________________________________
 DO1027* NAD 83(1986) POSITION- 45 50 14.9    (N) 092 10 31.5    (W)   HD_HELD2
 DO1027* NAVD 88 ORTHO HEIGHT -   302.210 (meters)      991.50  (feet) ADJUSTED
 DO1027  ______________________________________________________________________
 DO1027  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 DO1027  DYNAMIC HEIGHT  -        302.227 (meters)      991.56  (feet) COMP
 DO1027  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DO1027
 DO1027  VERT ORDER      -  SECOND    CLASS I
 DO1027
 DO1027.The horizontal coordinates were established by autonomous hand held GPS
 DO1027.observations and have an estimated accuracy of +/- 10 meters.
 DO1027
 DO1027.The orthometric height was determined by differential leveling and
 DO1027.adjusted by the NATIONAL GEODETIC SURVEY
 DO1027.in October 2012.
 DO1027
 DO1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1027.GEOID18 height accuracy estimate available here.
 DO1027
 DO1027.Click photographs - Photos may exist for this station.
 DO1027
 DO1027.The dynamic height is computed by dividing the NAVD 88
 DO1027.geopotential number by the normal gravity value computed on the
 DO1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1027.degrees latitude (g = 980.6199 gals.).
 DO1027
 DO1027.The modeled gravity was interpolated from observed gravity values.
 DO1027
 DO1027;                    North         East    Units  Estimated Accuracy
 DO1027;SPC WI N     -    76,870.      431,020.      MT  (+/- 10 meters HH2 GPS)
 DO1027
 DO1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6403676320(NAD 83)
 DO1027
 DO1027                          SUPERSEDED SURVEY CONTROL
 DO1027
 DO1027.No superseded survey control is available for this station.
 DO1027
 DO1027_MARKER: DD = SURVEY DISK
 DO1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1027_STAMPING: BUCK LK 1 2010
 DO1027_MARK LOGO: WI-013
 DO1027_PROJECTION: FLUSH
 DO1027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1027+STABILITY: SURFACE MOTION
 DO1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1027+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 DO1027
 DO1027  HISTORY     - Date     Condition        Report By
 DO1027  HISTORY     - 2010     MONUMENTED       WI-013
 DO1027  HISTORY     - 20120202 GOOD             GEOSPC
 DO1027
 DO1027                          STATION DESCRIPTION
 DO1027
 DO1027'DESCRIBED BY GEODETIC SPECIALISTS LLC 2012 (MEH)
 DO1027'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-SOUTHEAST OF
 DO1027'WEBSTER, 9.3 MI (15.0 KM) NORTH OF INDIAN CREEK AND 2.0 MI (3.2 KM)
 DO1027'NORTH OF HERTEL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO1027'
 DO1027'TO REACH FROM THE INTERSECTION OF COUNTY HIGHWAY X WITH EMERSON ROAD
 DO1027'ABOUT 2.5 MI (4.0 KM) NORTH-NORTHWEST OF HERTEL WI, GO SOUTHEAST ON
 DO1027'COUNTY HIGHWAY X FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DO1027'
 DO1027'THE STATION IS LOCATED 170.5 M (559.4 FT) SOUTH OF TOLLANDER ROAD,
 DO1027'20.2 M (66.3 FT) WEST OF A POWER POLE NUMBER 36, 10.3 M (33.8 FT) WEST
 DO1027'OF THE CENTERLINE OF COUNTY ROAD X, 1 M (3.3 FT) EAST SOUTHWEST AND
 DO1027'NORTHWEST OF 3 WHITE WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0593 ***********************************************************************
 QM0593  DESIGNATION -  BUCKEYE
 QM0593  PID         -  QM0593
 QM0593  STATE/COUNTY-  WI/FLORENCE
 QM0593  COUNTRY     -  US
 QM0593  USGS QUAD   -  FLORENCE EAST (2018)
 QM0593
 QM0593                         *CURRENT SURVEY CONTROL
 QM0593  ______________________________________________________________________
 QM0593* NAD 83(1991) POSITION- 45 53 48.65644(N) 088 14 41.90146(W)   ADJUSTED
 QM0593* NAVD 88 ORTHO HEIGHT -   467.    (meters)     1532.    (feet) SCALED
 QM0593  ______________________________________________________________________
 QM0593  GEOID HEIGHT    -        -33.713 (meters)                     GEOID18
 QM0593  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 QM0593  HORZ ORDER      -  SECOND
 QM0593
 QM0593.The horizontal coordinates were established by classical geodetic methods
 QM0593.and adjusted by the National Geodetic Survey in November 1991.
 QM0593
 QM0593.The orthometric height was scaled from a topographic map.
 QM0593
 QM0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0593.GEOID18 height accuracy estimate available here.
 QM0593
 QM0593.Click photographs - Photos may exist for this station.
 QM0593
 QM0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0593
 QM0593. The following values were computed from the NAD 83(1991) position.
 QM0593
 QM0593;                    North         East     Units Scale Factor Converg.
 QM0593;SPC WI N     -    82,659.781   736,185.606   MT  0.99995647   +1 15 57.7
 QM0593;SPC WI N     -   271,192.96  2,415,302.28   sFT  0.99995647   +1 15 57.7
 QM0593;UTM  16      - 5,083,340.352   403,420.136   MT  0.99971467   -0 53 38.6
 QM0593
 QM0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0593!SPC WI N     -   0.99993208  x   0.99995647  =   0.99988855
 QM0593!UTM  16      -   0.99993208  x   0.99971467  =   0.99964677
 QM0593
 QM0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0342083340(NAD 83)
 QM0593
 QM0593                          SUPERSEDED SURVEY CONTROL
 QM0593
 QM0593  NAD 83(1986)-  45 53 48.65841(N)    088 14 41.89881(W) AD(       ) 2
 QM0593  NAD 27      -  45 53 48.82700(N)    088 14 41.42000(W) AD(       ) 2
 QM0593
 QM0593.Superseded values are not recommended for survey control.
 QM0593
 QM0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0593.See file dsdata.pdf to determine how the superseded data were derived.
 QM0593
 QM0593_MARKER: DB = BENCH MARK DISK
 QM0593_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QM0593_STAMPING: BUCKEYE 1934
 QM0593_MARK LOGO: USGS
 QM0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0593+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 QM0593
 QM0593  HISTORY     - Date     Condition        Report By
 QM0593  HISTORY     - 1934     MONUMENTED       USGS
 QM0593  HISTORY     - 1954     GOOD             CGS
 QM0593  HISTORY     - 20021012 GOOD             GEOCAC
 QM0593
 QM0593                          STATION DESCRIPTION
 QM0593
 QM0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QM0593'THE MARK IS A STANDARD U.S.G.S. B.M.
 QM0593'DISK SET IN A 6 INCH SQUARE CONCRETE BLOCK WHICH PROJECTS
 QM0593'ABOUT 5 INCHES AND IS STAMPED BUCKEYE 1934.  THE MARK IS SET
 QM0593'IN THE APPROXIMATE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 QM0593'
 QM0593'TO REACH FROM THE MAIN INTERSECTION IN FLORENCE, JUST WEST OF THE
 QM0593'POST OFFICE, GO SOUTH AND EAST ON COUNTY ROUTE N FOR 1.6
 QM0593'MILES TO FORKS.  KEEP RIGHT FORK FOR 0.1 MILE TO AZIMUTH MARK
 QM0593'ON LEFT OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE SOUTH FOR
 QM0593'0.6 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.2
 QM0593'MILE TO FORKS.  KEEP RIGHT FORK FOR 0.2 MILE TO TOP OF HILL,
 QM0593'STATION BUCKEYE AND LOOKOUT TOWER AS DESCRIBED.
 QM0593
 QM0593                          STATION RECOVERY (2002)
 QM0593
 QM0593'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 QM0593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0594 ***********************************************************************
 QM0594  DESIGNATION -  BUCKEYE
 QM0594  PID         -  QM0594
 QM0594  STATE/COUNTY-  WI/FLORENCE
 QM0594  COUNTRY     -  US
 QM0594  USGS QUAD   -  FLORENCE EAST (2018)
 QM0594
 QM0594                         *CURRENT SURVEY CONTROL
 QM0594  ______________________________________________________________________
 QM0594* NAD 83(1994) POSITION- 45 53 49.34347(N) 088 14 41.73395(W)   ADJUSTED
 QM0594* NAVD 88 ORTHO HEIGHT -   467.    (meters)     1532.    (feet) SCALED
 QM0594  ______________________________________________________________________
 QM0594  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 QM0594  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 QM0594  HORZ ORDER      -  FIRST
 QM0594
 QM0594.The horizontal coordinates were established by classical geodetic methods
 QM0594.and adjusted by the National Geodetic Survey in February 1997.
 QM0594
 QM0594.The orthometric height was scaled from a topographic map.
 QM0594
 QM0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0594.GEOID18 height accuracy estimate available here.
 QM0594
 QM0594.Click photographs - Photos may exist for this station.
 QM0594
 QM0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0594
 QM0594. The following values were computed from the NAD 83(1994) position.
 QM0594
 QM0594;                    North         East     Units Scale Factor Converg.
 QM0594;SPC WI N     -    82,681.067   736,188.747   MT  0.99995645   +1 15 57.8
 QM0594;SPC WI N     -   271,262.80  2,415,312.58   sFT  0.99995645   +1 15 57.8
 QM0594;UTM  16      - 5,083,361.499   403,424.076   MT  0.99971466   -0 53 38.5
 QM0594
 QM0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0594!SPC WI N     -   0.99993208  x   0.99995645  =   0.99988853
 QM0594!UTM  16      -   0.99993208  x   0.99971466  =   0.99964676
 QM0594
 QM0594:                Primary Azimuth Mark                     Grid Az
 QM0594:SPC WI N     -  BUCKEYE AZ MK                            021 01 55.6
 QM0594:UTM  16      -  BUCKEYE AZ MK                            023 11 31.9
 QM0594
 QM0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0342483361(NAD 83)
 QM0594
 QM0594|---------------------------------------------------------------------|
 QM0594| PID    Reference Object                     Distance      Geod. Az  |
 QM0594|                                                           dddmmss.s |
 QM0594| CJ4355 BUCKEYE AZ MK                                      0221753.4 |
 QM0594| CJ4356 BUCKEYE RM 1                         28.411 METERS 17823     |
 QM0594| QM0593 BUCKEYE                              21.517 METERS 18940     |
 QM0594| QM0600 STAGER                              APPROX.10.5 KM 3294613.7 |
 QM0594| QM0592 FLORENCE MUNICIPAL TANK             APPROX. 3.2 KM 3561852.5 |
 QM0594|---------------------------------------------------------------------|
 QM0594
 QM0594                          SUPERSEDED SURVEY CONTROL
 QM0594
 QM0594  NAD 83(1991)-  45 53 49.34347(N)    088 14 41.73394(W) AD(       ) 1
 QM0594  NAD 83(1986)-  45 53 49.34543(N)    088 14 41.73128(W) AD(       ) 1
 QM0594  NAD 27      -  45 53 49.51400(N)    088 14 41.25300(W) AD(       ) 1
 QM0594
 QM0594.Superseded values are not recommended for survey control.
 QM0594
 QM0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0594.See file dsdata.pdf to determine how the superseded data were derived.
 QM0594
 QM0594_MARKER: DS = TRIANGULATION STATION DISK
 QM0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0594_STAMPING: BUCKEYE 1954
 QM0594_MARK LOGO: CGS
 QM0594_PROJECTION: FLUSH
 QM0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0594+STABILITY: SURFACE MOTION
 QM0594
 QM0594  HISTORY     - Date     Condition        Report By
 QM0594  HISTORY     - 1954     MONUMENTED       CGS
 QM0594
 QM0594                          STATION DESCRIPTION
 QM0594
 QM0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0594'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF IRON MOUNTAIN,
 QM0594'MICHIGAN AND 2 MILES SOUTH OF FLORENCE ON A PROMINENT WOODED
 QM0594'HILL AT THE SITE OF THE WISCONSIN CONSERVATION DEPARTMENT
 QM0594'(FOREST SERVICE DIVISION) LOOKOUT TOWER.  STATION IS 61 FEET
 QM0594'NORTH OF THE NORTHEAST LEG OF LOOKOUT TOWER AND 10 FEET SOUTH
 QM0594'OF WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 QM0594'IS STAMPED BUCKEYE 1954.
 QM0594'
 QM0594'REFERENCE MARK NO. 1 IS 15 FEET SOUTH SOUTHEAST OF THE SOUTHEAST
 QM0594'LEG OF LOOKOUT TOWER.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 QM0594'DISK IS STAMPED BUCKEYE NO 1 1954.
 QM0594'
 QM0594'A TRAVERSE CONNECTION WAS MADE TO BUCKEYE 1934 (USGS) WHICH
 QM0594'WAS USED AS R.M. NO. 2.  THE MARK IS A STANDARD U.S.G.S. B.M.
 QM0594'DISK SET IN A 6 INCH SQUARE CONCRETE BLOCK WHICH PROJECTS
 QM0594'ABOUT 5 INCHES AND IS STAMPED BUCKEYE 1934.  THE MARK IS SET
 QM0594'IN THE APPROXIMATE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 QM0594'
 QM0594'AZIMUTH MARK IS 26 FEET EAST OF THE APPROXIMATE CENTER OF
 QM0594'BLACKTOP ROAD AND 1.5 FEET SOUTH OF WITNESS POST.  THE MARK
 QM0594'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED BUCKEYE 1954.
 QM0594'AZIMUTH MARK IS NOT V.G.
 QM0594'
 QM0594'TO REACH FROM THE MAIN INTERSECTION IN FLORENCE, JUST WEST OF THE
 QM0594'POST OFFICE, GO SOUTH AND EAST ON COUNTY ROUTE N FOR 1.6
 QM0594'MILES TO FORKS.  KEEP RIGHT FORK FOR 0.1 MILE TO AZIMUTH MARK
 QM0594'ON LEFT OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE SOUTH FOR
 QM0594'0.6 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.2
 QM0594'MILE TO FORKS.  KEEP RIGHT FORK FOR 0.2 MILE TO TOP OF HILL,
 QM0594'STATION AND LOOKOUT TOWER AS DESCRIBED.
 QM0594'
 QM0594'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO5566 ***********************************************************************
 DO5566  DESIGNATION -  BUCKHORN RESET
 DO5566  PID         -  DO5566
 DO5566  STATE/COUNTY-  WI/ST CROIX
 DO5566  COUNTRY     -  US
 DO5566  USGS QUAD   -  STILLWATER (2019)
 DO5566
 DO5566                         *CURRENT SURVEY CONTROL
 DO5566  ______________________________________________________________________
 DO5566* NAD 83(2011) POSITION- 45 03 00.59350(N) 092 47 07.63961(W)   ADJUSTED
 DO5566* NAD 83(2011) ELLIP HT-   237.917 (meters)        (11/18/13)   ADJUSTED
 DO5566* NAD 83(2011) EPOCH   -  2010.00
 DO5566* NAVD 88 ORTHO HEIGHT -   266.167 (meters)      873.25  (feet) ADJUSTED
 DO5566  ______________________________________________________________________
 DO5566  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 DO5566  NAD 83(2011) X  -   -219,354.359 (meters)                     COMP
 DO5566  NAD 83(2011) Y  - -4,508,482.118 (meters)                     COMP
 DO5566  NAD 83(2011) Z  -  4,491,457.137 (meters)                     COMP
 DO5566  LAPLACE CORR    -        -13.17  (seconds)                    DEFLEC18
 DO5566  DYNAMIC HEIGHT  -        266.160 (meters)      873.23  (feet) COMP
 DO5566  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DO5566
 DO5566  VERT ORDER      -  SECOND    CLASS I
 DO5566
 DO5566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5566  Standards:
 DO5566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5566  -------------------------------------------------------------------
 DO5566  NETWORK    0.55   0.67           0.24   0.21   0.34      0.04539097
 DO5566  -------------------------------------------------------------------
 DO5566  Click here for local accuracies and other accuracy information.
 DO5566
 DO5566.The horizontal coordinates were established by GPS observations
 DO5566.and adjusted by the MN DEPT OF TRANSP in November 2013.
 DO5566
 DO5566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5566.been affixed to the stable North American tectonic plate. See 
 DO5566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5566
 DO5566.The horizontal coordinates are valid at the epoch date displayed above
 DO5566.which is a decimal equivalence of Year/Month/Day.
 DO5566
 DO5566.The orthometric height was determined by differential leveling and
 DO5566.adjusted by the NATIONAL GEODETIC SURVEY
 DO5566.in June 2013.
 DO5566
 DO5566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5566.GEOID18 height accuracy estimate available here.
 DO5566
 DO5566.Click photographs - Photos may exist for this station.
 DO5566
 DO5566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5566
 DO5566.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5566
 DO5566.The ellipsoidal height was determined by GPS observations
 DO5566.and is referenced to NAD 83.
 DO5566
 DO5566.The dynamic height is computed by dividing the NAVD 88
 DO5566.geopotential number by the normal gravity value computed on the
 DO5566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5566.degrees latitude (g = 980.6199 gals.).
 DO5566
 DO5566.The modeled gravity was interpolated from observed gravity values.
 DO5566
 DO5566. The following values were computed from the NAD 83(2011) position.
 DO5566
 DO5566;                    North         East     Units Scale Factor Converg.
 DO5566;SPC WI C     -   138,976.637   380,622.411   MT  0.99994531   -1 57 55.3
 DO5566;SPC WI C     -   455,959.18  1,248,758.69   sFT  0.99994531   -1 57 55.3
 DO5566;UTM  15      - 4,988,545.491   516,894.631   MT  0.99960351   +0 09 06.6
 DO5566
 DO5566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5566!SPC WI C     -   0.99996270  x   0.99994531  =   0.99990801
 DO5566!UTM  15      -   0.99996270  x   0.99960351  =   0.99956622
 DO5566
 DO5566:                Primary Azimuth Mark                     Grid Az
 DO5566:SPC WI C     -  CARLSON                                  130 31 48.1
 DO5566:UTM  15      -  CARLSON                                  128 24 46.2
 DO5566
 DO5566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1689488545(NAD 83)
 DO5566
 DO5566|---------------------------------------------------------------------|
 DO5566| PID    Reference Object                     Distance      Geod. Az  |
 DO5566|                                                           dddmmss.s |
 DO5566| DO5565 CARLSON                             476.030 METERS 1283352.8 |
 DO5566|---------------------------------------------------------------------|
 DO5566
 DO5566                          SUPERSEDED SURVEY CONTROL
 DO5566
 DO5566.No superseded survey control is available for this station.
 DO5566
 DO5566_MARKER: I = METAL ROD
 DO5566_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5566_STAMPING: BUCKHORN 1996 2012
 DO5566_MARK LOGO: MNDT
 DO5566_PROJECTION: RECESSED 8 CENTIMETERS
 DO5566_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5566+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DO5566_ROD/PIPE-DEPTH: 8.2 meters
 DO5566
 DO5566  HISTORY     - Date     Condition        Report By
 DO5566  HISTORY     - 20120423 MONUMENTED       MNDT
 DO5566  HISTORY     - 20121126 GOOD             MNDT
 DO5566  HISTORY     - 20140811 GOOD             MNDT
 DO5566  HISTORY     - 20140812 GOOD             MNDT
 DO5566
 DO5566                          STATION DESCRIPTION
 DO5566
 DO5566'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO5566'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF SOMERSET,
 DO5566'5.4 MI (8.7 KM) NORTHWEST OF NORTH LINE, 5.4 MI (8.7 KM)
 DO5566'NORTH-NORTHWEST OF HUDSON AND 1.5 MI (2.4 KM) SOUTHEAST OF STILLWATER.
 DO5566'TO REACH THE MARK GO 0.25 MI (0.4 KM) EAST ALONG TRUNK HIGHWAY 64 FROM
 DO5566'THE JUNCTION OF TRUNK HIGHWAY 64 AND CENTER OF DRAW BRIDGE OVER SAINT
 DO5566'CROIX RIVER IN STILLWATER, THEN 0.25 MI (0.4 KM) EAST ALONG COUNTY
 DO5566'ROAD EAST, THEN 0.8 MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 35.
 DO5566'
 DO5566'THE MARK IS LOCATED 34.0 FT (10.4 M) WEST OF TRUNK HIGHWAY 35, 25.0 FT
 DO5566'(7.6 M) NORTH OF ENTRANCE, 54.4 FT (16.6 M) SOUTHEAST OF POWER POLE,
 DO5566'22.0 FT (6.7 M) EAST OF WOOD FENCE LINE, 1.0 FT (0.3 M) NORTHEAST OF A
 DO5566'WITNESS POST.
 DO5566
 DO5566                          STATION RECOVERY (2012)
 DO5566
 DO5566'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DXS)
 DO5566'1.5 MILES SOUTHEAST OF STILLWATER, 0.25 MILES EAST ALONG TRUNK HIGHWAY
 DO5566'64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND CENTER OF DRAW BRIDGE OVER
 DO5566'SAINT CROIX RIVER IN STILLWATER, THEN 0.25 MILE EAST ALONG COUNTY ROAD
 DO5566'E, THEN 0.8 MILE SOUTH ALONG TRUNK HIGHWAY 35, 34.0 FEET WEST OF TRUNK
 DO5566'HIGHWAY 35, 25.0 FEET NORTH OF ENTRANCE, 54.4 FEET SOUTHEAST OF POWER
 DO5566'POLE, 22.0 FEET EAST OF WOOD FENCE LINE, 1.0 FOOT NORTHEAST OF WITNESS
 DO5566'POST.
 DO5566
 DO5566                          STATION RECOVERY (2014)
 DO5566
 DO5566'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DO5566'RECOVERED AS DESCRIBED.
 DO5566
 DO5566                          STATION RECOVERY (2014)
 DO5566
 DO5566'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DO5566'RECOVERED AS DESCRIBED.
 DO5566'
 DO5566'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO5566'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO5566'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO5566'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR3487 ***********************************************************************
 DR3487  DESIGNATION -  BUCKY
 DR3487  PID         -  DR3487
 DR3487  STATE/COUNTY-  WI/DOUGLAS
 DR3487  COUNTRY     -  US
 DR3487  USGS QUAD   -  SUPERIOR (2018)
 DR3487
 DR3487                         *CURRENT SURVEY CONTROL
 DR3487  ______________________________________________________________________
 DR3487* NAD 83(2011) POSITION- 46 44 36.61040(N) 092 05 40.07731(W)   ADJUSTED
 DR3487* NAD 83(2011) ELLIP HT-   157.415 (meters)        (09/09/19)   ADJUSTED
 DR3487* NAD 83(2011) EPOCH   -  2010.00
 DR3487* NAVD 88 ORTHO HEIGHT -   185.674 (meters)      609.17  (feet) ADJUSTED
 DR3487  ______________________________________________________________________
 DR3487  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 DR3487  NAD 83(2011) X  -   -160,025.728 (meters)                     COMP
 DR3487  NAD 83(2011) Y  - -4,375,680.841 (meters)                     COMP
 DR3487  NAD 83(2011) Z  -  4,622,386.074 (meters)                     COMP
 DR3487  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 DR3487  DYNAMIC HEIGHT  -        185.699 (meters)      609.25  (feet) COMP
 DR3487  MODELED GRAVITY -    980,741.4   (mgal)                       NAVD 88
 DR3487
 DR3487  VERT ORDER      -  SECOND    CLASS I
 DR3487
 DR3487  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3487  Standards:
 DR3487         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3487            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3487  -------------------------------------------------------------------
 DR3487  NETWORK    0.53   1.04           0.24   0.19   0.53     -0.04219371
 DR3487  -------------------------------------------------------------------
 DR3487  Click here for local accuracies and other accuracy information.
 DR3487
 DR3487.The horizontal coordinates were established by GPS observations
 DR3487.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR3487
 DR3487.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3487.been affixed to the stable North American tectonic plate. See 
 DR3487.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3487
 DR3487.The horizontal coordinates are valid at the epoch date displayed above
 DR3487.which is a decimal equivalence of Year/Month/Day.
 DR3487
 DR3487.The orthometric height was determined by differential leveling and
 DR3487.adjusted by the NATIONAL GEODETIC SURVEY
 DR3487.in April 2021.
 DR3487
 DR3487.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3487.GEOID18 height accuracy estimate available here.
 DR3487
 DR3487.Click photographs - Photos may exist for this station.
 DR3487
 DR3487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3487
 DR3487.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3487
 DR3487.The ellipsoidal height was determined by GPS observations
 DR3487.and is referenced to NAD 83.
 DR3487
 DR3487.The dynamic height is computed by dividing the NAVD 88
 DR3487.geopotential number by the normal gravity value computed on the
 DR3487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3487.degrees latitude (g = 980.6199 gals.).
 DR3487
 DR3487.The modeled gravity was interpolated from observed gravity values.
 DR3487
 DR3487. The following values were computed from the NAD 83(2011) position.
 DR3487
 DR3487;                    North         East     Units Scale Factor Converg.
 DR3487;SPC WI N     -   177,373.375   439,961.784   MT  0.99999585   -1 30 39.2
 DR3487;SPC WI N     -   581,932.48  1,443,441.29   sFT  0.99999585   -1 30 39.2
 DR3487;UTM  15      - 5,177,059.273   569,172.348   MT  0.99965881   +0 39 34.3
 DR3487
 DR3487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3487!SPC WI N     -   0.99997533  x   0.99999585  =   0.99997118
 DR3487!UTM  15      -   0.99997533  x   0.99965881  =   0.99963414
 DR3487
 DR3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6917277059(NAD 83)
 DR3487
 DR3487                          SUPERSEDED SURVEY CONTROL
 DR3487
 DR3487  NAVD 88 (09/09/19)  185.67   (m)  GEOID12B model used  GPS OBS        
 DR3487
 DR3487.Superseded values are not recommended for survey control.
 DR3487
 DR3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR3487.See file dsdata.pdf to determine how the superseded data were derived.
 DR3487
 DR3487_MARKER: F = FLANGE-ENCASED ROD
 DR3487_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR3487_STAMPING: BUCKY 2019
 DR3487_MARK LOGO: MNDT
 DR3487_PROJECTION: RECESSED 5 CENTIMETERS
 DR3487_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR3487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3487+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2019
 DR3487_ROD/PIPE-DEPTH: 8.5 meters
 DR3487
 DR3487  HISTORY     - Date     Condition        Report By
 DR3487  HISTORY     - 20190805 MONUMENTED       MNDT
 DR3487
 DR3487                          STATION DESCRIPTION
 DR3487
 DR3487'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR3487'ALONG CONNORS POINT INDUSTRIAL PARK IN SUPERIOR, 0.5 MILE EAST AND
 DR3487'SOUTHEAST ALONG HIGHWAY 53 (EAST 2ND STREET) FROM THE JUNCTION OF
 DR3487'HIGHWAY 53 AND NORTH 3RD STREET IN SUPERIOR, THEN 0.12 MILE NORTHEAST
 DR3487'ALONG NORTH 5TH STREET, THEN 0.87 MILE NORTHWEST ALONG MAIN STREET,
 DR3487'275.0 FEET NORTHWEST OF ENTRANCE TO EXODUS MACHINES, ACROSS FROM
 DR3487'EXODUS BUILDING SMALL GRAVEL PARKING LOT, 30.5 FEET SOUTHWEST OF MAIN
 DR3487'STREET, 27.9 FEET SOUTHEAST OF EXTENDED GRAVEL PARKING LOT ENTRANCE
 DR3487'WHICH IS ADJACENT TO THE EXODUS BUILDING, 1.0 FOOT NORTHEAST OF A
 DR3487'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0676 ***********************************************************************
 NG0676  DESIGNATION -  BUCYRUS
 NG0676  PID         -  NG0676
 NG0676  STATE/COUNTY-  WI/MILWAUKEE
 NG0676  COUNTRY     -  US
 NG0676  USGS QUAD   -  RACINE NORTH (2018)
 NG0676
 NG0676                         *CURRENT SURVEY CONTROL
 NG0676  ______________________________________________________________________
 NG0676* NAD 83(1997) POSITION- 42 51 40.77176(N) 087 50 23.27888(W)   ADJUSTED
 NG0676* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 NG0676  ______________________________________________________________________
 NG0676  GEOID HEIGHT    -        -34.936 (meters)                     GEOID18
 NG0676  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 NG0676  HORZ ORDER      -  SECOND
 NG0676
 NG0676.The horizontal coordinates were established by classical geodetic methods
 NG0676.and adjusted by the National Geodetic Survey in October 1999.
 NG0676
 NG0676.The orthometric height was scaled from a topographic map.
 NG0676
 NG0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0676.GEOID18 height accuracy estimate available here.
 NG0676
 NG0676.Click photographs - Photos may exist for this station.
 NG0676
 NG0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0676
 NG0676. The following values were computed from the NAD 83(1997) position.
 NG0676
 NG0676;                    North         East     Units Scale Factor Converg.
 NG0676;SPC WI S     -    97,972.008   776,516.568   MT  0.99997666   +1 29 03.4
 NG0676;SPC WI S     -   321,429.83  2,547,621.44   sFT  0.99997666   +1 29 03.4
 NG0676;UTM  16      - 4,745,757.430   431,395.388   MT  0.99965790   -0 34 16.6
 NG0676
 NG0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0676!SPC WI S     -   0.99997083  x   0.99997666  =   0.99994749
 NG0676!UTM  16      -   0.99997083  x   0.99965790  =   0.99962874
 NG0676
 NG0676:                Primary Azimuth Mark                     Grid Az
 NG0676:SPC WI S     -  BUCYRUS AZ MK                            180 56 51.9
 NG0676:UTM  16      -  BUCYRUS AZ MK                            183 00 11.9
 NG0676
 NG0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3139545757(NAD 83)
 NG0676
 NG0676|---------------------------------------------------------------------|
 NG0676| PID    Reference Object                     Distance      Geod. Az  |
 NG0676|                                                           dddmmss.s |
 NG0676| CI9114 BUCYRUS RM 1                         25.213 METERS 08627     |
 NG0676| NG0680 WIND POINT LIGHTHOUSE LIGHT         APPROX.11.1 KM 1431135.1 |
 NG0676| NG0679 WISCONSIN ELEC OAK CRK PWR STK      APPROX. 1.9 KM 1520624.1 |
 NG0676| CI9113 BUCYRUS AZ MK                                      1822555.3 |
 NG0676| CI9115 BUCYRUS RM 2                         25.820 METERS 27534     |
 NG0676| NG0670 S MILWAUKEE MUNICIPAL TANK          APPROX. 5.9 KM 3391237.0 |
 NG0676| NG0668 CARROLVILLE US GLUE CO TANK         APPROX. 2.3 KM 3393658.1 |
 NG0676| NG0675 CARROLVILLE US GLUE CO STACK        APPROX. 2.3 KM 3403048.2 |
 NG0676| NG0672 S MILWAUKEE BUCYRUS ERIE CO TK      APPROX. 6.0 KM 3422206.4 |
 NG0676| NG0667 CARROLVILLE UN FERTILIZ CO STK      APPROX. 2.0 KM 3470716.9 |
 NG0676| NG0674 S MILWAUKEE LADISH CO TALL STK      APPROX. 9.6 KM 3494551.5 |
 NG0676| NG0673 CUDAHY MUNICIPAL TANK               APPROX.10.6 KM 3502430.7 |
 NG0676|---------------------------------------------------------------------|
 NG0676
 NG0676                          SUPERSEDED SURVEY CONTROL
 NG0676
 NG0676  NAD 83(1991)-  42 51 40.77196(N)    087 50 23.27890(W) AD(       ) 2
 NG0676  NAD 83(1986)-  42 51 40.75824(N)    087 50 23.29479(W) AD(       ) 2
 NG0676  NAD 27      -  42 51 40.69200(N)    087 50 23.01100(W) AD(       ) 2
 NG0676
 NG0676.Superseded values are not recommended for survey control.
 NG0676
 NG0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0676.See file dsdata.pdf to determine how the superseded data were derived.
 NG0676
 NG0676_MARKER: DS = TRIANGULATION STATION DISK
 NG0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0676_STAMPING: BUCYRUS 1953
 NG0676_MARK LOGO: CGS
 NG0676_PROJECTION: FLUSH
 NG0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0676+STABILITY: SURFACE MOTION
 NG0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0676+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2009
 NG0676
 NG0676  HISTORY     - Date     Condition        Report By
 NG0676  HISTORY     - 1953     MONUMENTED       CGS
 NG0676  HISTORY     - 1971     MARK NOT FOUND   NGS
 NG0676  HISTORY     - 1975     GOOD             NGS
 NG0676  HISTORY     - 20050219 GOOD             GEOCAC
 NG0676  HISTORY     - 20090322 GOOD             INDIV
 NG0676
 NG0676                          STATION DESCRIPTION
 NG0676
 NG0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0676'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF SOUTH MILWAUKEE AND 1
 NG0676'MILE SOUTHEAST OF CARROLVILLE ON THE HIGHEST POINT OF A SMALL KNOLL
 NG0676'AND ABOUT 0.1 MILE WEST OF THE WEST SHORE OF LAKE MICHIGAN, ON
 NG0676'PROPERTY OWNED BY THE BUCYRUS-ERIE COMPANY.
 NG0676'
 NG0676'THE MARK IS 7 FEET SOUTH OF A WOVEN WIRE FENCE AND 2 FEET NORTHWEST OF
 NG0676'A WHITE WITNESS POST.  IT IS FLUSH AND THE DISK IS STAMPED BUCYRUS
 NG0676'1953.
 NG0676'
 NG0676'REFERENCE MARK NO. 1 IS 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 NG0676'SOUTH OF THE WOVEN WIRE FENCE.  IT IS FLUSH AND THE DISK IS STAMPED
 NG0676'BUCYRUS NO 1 1953.
 NG0676'
 NG0676'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A WHITE WITNESS POST AND 1 FOOT
 NG0676'SOUTH OF THE WOVEN WIRE FENCE.  IT IS FLUSH AND THE DISK IS STAMPED
 NG0676'BUCYRUS NO 2 1953.
 NG0676'
 NG0676'AZIMUTH MARK IS 46 FEET EAST OF THE CENTER OF A GRAVEL ENTRANCE ROAD,
 NG0676'7 FEET SOUTHEAST OF A POWER LINE POLE, 5 FOOT EAST OF A WHITE WITNESS
 NG0676'POST, 4 FEET NORTHWEST OF A 12 INCH MAPLE AND 1 FOOT NORTH OF A WOVEN
 NG0676'WIRE FENCE.  IT PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 NG0676'BUCYRUS 1953.
 NG0676'
 NG0676'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 32 AT
 NG0676'THE SOUTH EDGE OF CARROLVILLE, GO SOUTHEAST ON HIGHWAY 32 (CHICAGO
 NG0676'ROAD) FOR 1.05 MILE TO A GRAVEL CROSSROAD, (OAKWOOD ROAD) TURN LEFT
 NG0676'AND GO EAST ON GRAVEL ROAD FOR 0.3 MILE TO A RAILROAD CROSSING, CROSS
 NG0676'TRACKS AND CONTINUE EAST FOR 0.35 MILE TO A GRAVEL ROAD LEFT, TURN
 NG0676'LEFT THROUGH WOVEN WIRE FENCE AND THE AZIMUTH MARK ON THE RIGHT AS
 NG0676'DESCRIBED, CONTINUE NORTH ALONG GRAVEL ROAD FOR 0.15 MILE TO A LARGE
 NG0676'FRAME GARAGE ON THE LEFT, CONTINUE NORTH ACROSS OPEN FIELD FOR 0.2
 NG0676'MILE TO WIRE FENCE AT TOP OF HILL AND STATION AS DESCRIBED.
 NG0676'
 NG0676'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NG0676
 NG0676                          STATION RECOVERY (1971)
 NG0676
 NG0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 NG0676'STATION WAS NOT LOCATED.  A SEARCH OF THE AREA WAS MADE AND THE
 NG0676'STATION AND REFERENCE MARKS WERE NOT FOUND.  THE WOVEN WIRE FENCE HAS
 NG0676'BEEN TORN DOWN AND ITS FORMER LOCATION COULD NOT BE ESTABLISHED, ALSO
 NG0676'ALL WITNESS POSTS ARE GONE.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 NG0676
 NG0676                          STATION RECOVERY (1975)
 NG0676
 NG0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 NG0676'STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 NG0676'CONDITION.
 NG0676'
 NG0676'THE STATION IS 17 PACES EAST-NORTHEAST OF A TRACK ROAD, 4 PACES SOUTH
 NG0676'OF THE SOUTH END OF A CULTIVATED FIELD, 2 FEET NORTHWEST OF A 4 BY 4
 NG0676'WITNESS POST AND FLUSH.  THE EAST-WEST FENCE HAS BEEN TORN DOWN.
 NG0676'
 NG0676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 8 MILES
 NG0676'NORTH-NORTHWEST OF RACINE.
 NG0676
 NG0676                          STATION RECOVERY (2005)
 NG0676
 NG0676'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 NG0676'APPROXIMATELY 0.18 MILES SOUTH OF FITZSIMMONS ROAD AND 0.52 MILES EAST
 NG0676'OF THE CHICAGO AND NORTHWESTERN RAILROAD IN OAK CREEK.  LOCATED AT THE
 NG0676'HIGHEST POINT OF A SMALL KNOLL, TWO FEET NORTHWEST OF AN UNMARKED
 NG0676'METAL WITNESS POLE AND TWO FEET NORTHEAST OF AN UNMARKED YELLOW
 NG0676'WITNESS POLE.
 NG0676'
 NG0676'AZIMUTH AND REFERENCE MARKS WERE NOT FOUND DURING A CURSORY SEARCH OF
 NG0676'THE AREA.
 NG0676
 NG0676                          STATION RECOVERY (2009)
 NG0676
 NG0676'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 NG0676'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0201 ***********************************************************************
 QN0201  DESIGNATION -  BUD
 QN0201  PID         -  QN0201
 QN0201  STATE/COUNTY-  WI/RUSK
 QN0201  COUNTRY     -  US
 QN0201  USGS QUAD   -  LADYSMITH (2018)
 QN0201
 QN0201                         *CURRENT SURVEY CONTROL
 QN0201  ______________________________________________________________________
 QN0201* NAD 83(1991) POSITION- 45 28 28.33888(N) 091 01 59.25438(W)   ADJUSTED
 QN0201* NAVD 88 ORTHO HEIGHT -   373.217 (meters)     1224.46  (feet) ADJUSTED
 QN0201  ______________________________________________________________________
 QN0201  GEOID HEIGHT    -        -30.377 (meters)                     GEOID18
 QN0201  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 QN0201  DYNAMIC HEIGHT  -        373.201 (meters)     1224.41  (feet) COMP
 QN0201  MODELED GRAVITY -    980,561.5   (mgal)                       NAVD 88
 QN0201
 QN0201  HORZ ORDER      -  FIRST
 QN0201  VERT ORDER      -  FIRST     CLASS II
 QN0201
 QN0201.The horizontal coordinates were established by classical geodetic methods
 QN0201.and adjusted by the National Geodetic Survey in November 1991.
 QN0201
 QN0201.The orthometric height was determined by differential leveling and
 QN0201.adjusted by the NATIONAL GEODETIC SURVEY
 QN0201.in June 1991.
 QN0201
 QN0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0201.GEOID18 height accuracy estimate available here.
 QN0201
 QN0201.Click photographs - Photos may exist for this station.
 QN0201
 QN0201.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0201
 QN0201.The dynamic height is computed by dividing the NAVD 88
 QN0201.geopotential number by the normal gravity value computed on the
 QN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0201.degrees latitude (g = 980.6199 gals.).
 QN0201
 QN0201.The modeled gravity was interpolated from observed gravity values.
 QN0201
 QN0201. The following values were computed from the NAD 83(1991) position.
 QN0201
 QN0201;                    North         East     Units Scale Factor Converg.
 QN0201;SPC WI C     -   182,889.579   519,219.032   MT  0.99999525   -0 43 44.2
 QN0201;SPC WI C     -   600,030.23  1,703,471.11   sFT  0.99999525   -0 43 44.2
 QN0201;UTM  15      - 5,037,549.442   653,734.344   MT  0.99989059   +1 24 09.1
 QN0201
 QN0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0201!SPC WI C     -   0.99994625  x   0.99999525  =   0.99994150
 QN0201!UTM  15      -   0.99994625  x   0.99989059  =   0.99983685
 QN0201
 QN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5373437549(NAD 83)
 QN0201
 QN0201|---------------------------------------------------------------------|
 QN0201| PID    Reference Object                     Distance      Geod. Az  |
 QN0201|                                                           dddmmss.s |
 QN0201| CJ4357 BUD RM                               13.150 METERS 01002     |
 QN0201|---------------------------------------------------------------------|
 QN0201
 QN0201                          SUPERSEDED SURVEY CONTROL
 QN0201
 QN0201  NAD 83(1986)-  45 28 28.33447(N)    091 01 59.25115(W) AD(       ) 1
 QN0201  NAD 27      -  45 28 28.44200(N)    091 01 58.73900(W) AD(       ) 1
 QN0201  USSD        -  45 28 28.87500(N)    091 01 58.45900(W) AD(       ) 3
 QN0201  NGVD 29 (??/??/92)  373.221  (m)         1224.48   (f) ADJ UNCH    1 2
 QN0201  NGVD 29             373.22   (m)         1224.5    (f) LEVELING    3  
 QN0201
 QN0201.Superseded values are not recommended for survey control.
 QN0201
 QN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0201.See file dsdata.pdf to determine how the superseded data were derived.
 QN0201
 QN0201_MARKER: DS = TRIANGULATION STATION DISK
 QN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0201_STAMPING: ELEV 1224.476 BUD 1921
 QN0201_MARK LOGO: CGS
 QN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0201+STABILITY: SURFACE MOTION
 QN0201
 QN0201  HISTORY     - Date     Condition        Report By
 QN0201  HISTORY     - 1921     MONUMENTED       CGS
 QN0201  HISTORY     - 1922     GOOD             CGS
 QN0201  HISTORY     - 1934     GOOD             CGS
 QN0201  HISTORY     - 1952     MARK NOT FOUND   CGS
 QN0201  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0201  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0201
 QN0201                          STATION DESCRIPTION
 QN0201
 QN0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0201'STATION IS ABOUT 2 MILES W OF TONY, ON THE APEX OF THE RISE
 QN0201'W OF THE FIRST CURVE W OF TONY, 2.5 METERS E OF THE CENTER OF THE
 QN0201'PRIVATE ROAD CROSSING, AND 1.295 METERS (4.25 FEET) N OF THE
 QN0201'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QN0201'
 QN0201'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0201'DISKS SET IN CONCRETE.
 QN0201
 QN0201                          STATION RECOVERY (1922)
 QN0201
 QN0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QN0201'2 MI W FROM TONY.
 QN0201'2 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0201'RAILROAD FROM TONY, RUSK COUNTY, AT THE SUMMIT OF THE RISE
 QN0201'WEST OF THE FIRST CURVE WEST OF TONY, 8 FEET OF THE CENTER OF
 QN0201'A PRIVATE-ROAD CROSSING, AND 8 FEET NORTH OF THE NORTH RAIL.
 QN0201'A STANDARD TRIANGULATION-STATION DISK, STAMPED ELEV. 1224.476
 QN0201'B U D 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0201
 QN0201                          STATION RECOVERY (1934)
 QN0201
 QN0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0201'RECOVERED IN GOOD CONDITION.
 QN0201
 QN0201                          STATION RECOVERY (1952)
 QN0201
 QN0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0201'SEARCH MADE IN THE GENERAL DESCRIBED LOCATION OF THE MARK.
 QN0201'THE APEX OF THE GRADE IS HARD TO DETERMINE AND THERE IS NO SIGNS
 QN0201'OF WHERE THE PRIVATE ROAD CROSSED AND THE STATION WAS NOT
 QN0201'LOCATED.  A SEARCH WAS MADE FOR THE REFERENCE MARK AND IT WAS NOT
 QN0201'LOCATED.
 QN0201
 QN0201                          STATION RECOVERY (1985)
 QN0201
 QN0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0201'MARK NOT FOUND.
 QN0201
 QN0201                          STATION RECOVERY (2004)
 QN0201
 QN0201'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0950 ***********************************************************************
 PN0950  DESIGNATION -  BUD
 PN0950  PID         -  PN0950
 PN0950  STATE/COUNTY-  WI/WAUPACA
 PN0950  COUNTRY     -  US
 PN0950  USGS QUAD   -  NEW LONDON (2018)
 PN0950
 PN0950                         *CURRENT SURVEY CONTROL
 PN0950  ______________________________________________________________________
 PN0950* NAD 83(1991) POSITION- 44 23 52.90087(N) 088 44 19.36942(W)   ADJUSTED
 PN0950* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 PN0950  ______________________________________________________________________
 PN0950  GEOID HEIGHT    -        -36.452 (meters)                     GEOID18
 PN0950  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 PN0950  HORZ ORDER      -  FIRST
 PN0950
 PN0950.The horizontal coordinates were established by classical geodetic methods
 PN0950.and adjusted by the National Geodetic Survey in November 1991.
 PN0950
 PN0950.The orthometric height was scaled from a topographic map.
 PN0950
 PN0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0950.GEOID18 height accuracy estimate available here.
 PN0950
 PN0950.Click photographs - Photos may exist for this station.
 PN0950
 PN0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0950
 PN0950. The following values were computed from the NAD 83(1991) position.
 PN0950
 PN0950;                    North         East     Units Scale Factor Converg.
 PN0950;SPC WI C     -    63,528.121   700,477.700   MT  0.99997531   +0 53 23.8
 PN0950;SPC WI C     -   208,425.18  2,298,150.59   sFT  0.99997531   +0 53 23.8
 PN0950;UTM  16      - 4,917,552.617   361,534.989   MT  0.99983579   -1 12 60.0
 PN0950
 PN0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0950!SPC WI C     -   0.99996919  x   0.99997531  =   0.99994450
 PN0950!UTM  16      -   0.99996919  x   0.99983579  =   0.99980498
 PN0950
 PN0950:                Primary Azimuth Mark                     Grid Az
 PN0950:SPC WI C     -  BARKER                                   065 03 57.5
 PN0950:UTM  16      -  BARKER                                   067 10 21.3
 PN0950
 PN0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6153417552(NAD 83)
 PN0950
 PN0950|---------------------------------------------------------------------|
 PN0950| PID    Reference Object                     Distance      Geod. Az  |
 PN0950|                                                           dddmmss.s |
 PN0950| PN0952 BARKER                              APPROX. 1.2 KM 0655721.3 |
 PN0950| PN0953 WODMAN                              208.806 METERS 25954     |
 PN0950|---------------------------------------------------------------------|
 PN0950
 PN0950                          SUPERSEDED SURVEY CONTROL
 PN0950
 PN0950  NAD 83(1986)-  44 23 52.89798(N)    088 44 19.35845(W) AD(       ) 1
 PN0950  NAD 27      -  44 23 52.97000(N)    088 44 19.01500(W) AD(       ) 1
 PN0950
 PN0950.Superseded values are not recommended for survey control.
 PN0950
 PN0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0950.See file dsdata.pdf to determine how the superseded data were derived.
 PN0950
 PN0950_MARKER: DS = TRIANGULATION STATION DISK
 PN0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0950_STAMPING: BUD 1926
 PN0950_MARK LOGO: CGS
 PN0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0950+STABILITY: SURFACE MOTION
 PN0950
 PN0950  HISTORY     - Date     Condition        Report By
 PN0950  HISTORY     - 1926     MONUMENTED       CGS
 PN0950  HISTORY     - 1935     GOOD             WIGS
 PN0950  HISTORY     - 1955     SEE DESCRIPTION  USGS
 PN0950
 PN0950                          STATION DESCRIPTION
 PN0950
 PN0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0950'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ON S SIDE OF
 PN0950'TRACK AT EDGE OF FILL 270 METERS W OF THE INTERSECTION WITH THE
 PN0950'CHICAGO AND NORTHWESTERN RAILWAY AT NEW LONDON, ON E TANGENT OF
 PN0950'N RAIL.
 PN0950'
 PN0950'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0950'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0950
 PN0950                          STATION RECOVERY (1935)
 PN0950
 PN0950'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PN0950'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE DESCRIPTION
 PN0950'IS ADEQUATE.
 PN0950'
 PN0950'STATION IS ABOUT 4 INCHES OUT OF THE GROUND.
 PN0950
 PN0950                          STATION RECOVERY (1955)
 PN0950
 PN0950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PN0950'POST HAS BEEN HIT AND IS LOOSE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ2188 ***********************************************************************
 DQ2188  DESIGNATION -  BUD
 DQ2188  PID         -  DQ2188
 DQ2188  STATE/COUNTY-  WI/DOOR
 DQ2188  COUNTRY     -  US
 DQ2188  USGS QUAD   -  ELLISON BAY (2018)
 DQ2188
 DQ2188                         *CURRENT SURVEY CONTROL
 DQ2188  ______________________________________________________________________
 DQ2188* NAD 83(1986) POSITION- 45 15 16.89   (N) 087 04 32.02   (W)   HD_HELD1
 DQ2188* NAVD 88 ORTHO HEIGHT -   177.907 (meters)      583.68  (feet) ADJUSTED
 DQ2188  ______________________________________________________________________
 DQ2188  GEOID HEIGHT    -        -37.129 (meters)                     GEOID18
 DQ2188  DYNAMIC HEIGHT  -        177.893 (meters)      583.64  (feet) COMP
 DQ2188  MODELED GRAVITY -    980,532.9   (mgal)                       NAVD 88
 DQ2188
 DQ2188  VERT ORDER      -  SECOND    CLASS I
 DQ2188
 DQ2188.The horizontal coordinates were determined by differentially corrected
 DQ2188.hand held GPS observations or other comparable positioning techniques
 DQ2188.and have an estimated accuracy of +/- 3 meters.
 DQ2188
 DQ2188.The orthometric height was determined by differential leveling and
 DQ2188.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2188.in February 2017.
 DQ2188
 DQ2188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2188.GEOID18 height accuracy estimate available here.
 DQ2188
 DQ2188.Click photographs - Photos may exist for this station.
 DQ2188
 DQ2188.The dynamic height is computed by dividing the NAVD 88
 DQ2188.geopotential number by the normal gravity value computed on the
 DQ2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2188.degrees latitude (g = 980.6199 gals.).
 DQ2188
 DQ2188.The modeled gravity was interpolated from observed gravity values.
 DQ2188
 DQ2188;                    North         East    Units  Estimated Accuracy
 DQ2188;SPC WI C     -   162,075.7     829,500.7     MT  (+/- 3 meters HH1 GPS) 
 DQ2188
 DQ2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9407111246(NAD 83)
 DQ2188
 DQ2188                          SUPERSEDED SURVEY CONTROL
 DQ2188
 DQ2188.No superseded survey control is available for this station.
 DQ2188
 DQ2188_MARKER: N = NAIL
 DQ2188_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2188_SP_SET: PARKER-KALON NAIL
 DQ2188_MARK LOGO: NONE
 DQ2188_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ2188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2188+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2015
 DQ2188
 DQ2188  HISTORY     - Date     Condition        Report By
 DQ2188  HISTORY     - UNK      MONUMENTED       LOCSUR
 DQ2188  HISTORY     - 20150501 GOOD             WIDT
 DQ2188
 DQ2188                          STATION DESCRIPTION
 DQ2188
 DQ2188'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ2188'THE STATION IS APPROXIMATELY 5.0 MI (8.0 KM) NORTHEAST OF SISTER BAY,
 DQ2188'3.7 MI (6.0 KM) SOUTHWEST OF GILLS ROCK AND 3.0 MI (4.8 KM) NORTHWEST
 DQ2188'OF ROWLEY'S BAY AND IS LOCATED IN THE COMMUNITY OF ELLISON BAY AT THE
 DQ2188'WILLS PARK BOAT LAUNCH.
 DQ2188'
 DQ2188'TO REACH THE STATION  FROM THE JUNCTION OF STATE HIGHWAY 42 WITH
 DQ2188'COUNTY HIGHWAY Z (WILDWOOD ROAD) ABOUT 1.5 MI (2.4 KM) NORTH OF THE
 DQ2188'VILLAGE OF SISTER BAY, GO NORTH ON STATE HIGHWAY 42 FOR 3.25 MI (5.23
 DQ2188'KM) TO THE COMMUNITY OF ELLISON BAY AND THE JUNCTION OF STATE HIGHWAY
 DQ2188'42 WITH CEDAR SHORE ROAD ON THE LEFT AND MINK RIVER ROAD ON THE RIGHT.
 DQ2188'TURN LEFT AND GO NORTHWEST ON CEDAR SHORE ROAD FOR 0.05 MI (0.08 KM)
 DQ2188'TO ENTRANCE TO A BOAT LAUNCH AND PARKING LOT -12033 CEDAR SHORE ROAD-.
 DQ2188'TURN LEFT AND GO WEST ALONG A CEDAR TREE LINE TOWARDS THE WILLS PARK
 DQ2188'BOAT LAUNCH AREA.  KEEP RIGHT AND CONTINUE NORTHWEST FOR APPROXIMATELY
 DQ2188'200 FT (61.0 M) TO THE STATION ON THE LEFT, NEAR THE NORTHWEST END OF
 DQ2188'THE CONCRETE PIER.
 DQ2188'
 DQ2188'THE STATION IS A PARKER-KALON NAIL SET IN THE SECOND EXPANSION JOINT,
 DQ2188'5.9 M (19.4 FT) SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE PIER,
 DQ2188'3.7 M (12.1 FT) WEST OF THE BASE OF A FLAG POLE AND 1.6 M (5.2 FT)
 DQ2188'NORTHEAST OF THE EDGE OF CONCRETE FOR THE MOORING SIDE OF THE CONCRETE
 DQ2188'PIER.
 DQ2188'
 DQ2188'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ2188'DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED FLAG POLE, 3.7 M
 DQ2188'(12.1 FT) EAST OF THE BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5563 ***********************************************************************
 DH5563  DESIGNATION -  BUENA VISTA GPS
 DH5563  PID         -  DH5563
 DH5563  STATE/COUNTY-  WI/PORTAGE
 DH5563  COUNTRY     -  US
 DH5563  USGS QUAD   -  ARNOTT (2018)
 DH5563
 DH5563                         *CURRENT SURVEY CONTROL
 DH5563  ______________________________________________________________________
 DH5563* NAD 83(2011) POSITION- 44 23 12.43192(N) 089 25 59.82385(W)   ADJUSTED
 DH5563* NAD 83(2011) ELLIP HT-   312.540 (meters)        (06/27/12)   ADJUSTED
 DH5563* NAD 83(2011) EPOCH   -  2010.00
 DH5563* NAVD 88 ORTHO HEIGHT -   348.563 (meters)     1143.58  (feet) ADJUSTED
 DH5563  ______________________________________________________________________
 DH5563  GEOID HEIGHT    -        -36.021 (meters)                     GEOID18
 DH5563  NAD 83(2011) X  -     45,159.245 (meters)                     COMP
 DH5563  NAD 83(2011) Y  - -4,565,517.082 (meters)                     COMP
 DH5563  NAD 83(2011) Z  -  4,439,125.150 (meters)                     COMP
 DH5563  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC18
 DH5563  DYNAMIC HEIGHT  -        348.494 (meters)     1143.35  (feet) COMP
 DH5563  MODELED GRAVITY -    980,410.9   (mgal)                       NAVD 88
 DH5563
 DH5563  VERT ORDER      -  SECOND    CLASS I
 DH5563
 DH5563  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5563  Standards:
 DH5563         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5563            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5563  -------------------------------------------------------------------
 DH5563  NETWORK    0.18   0.25           0.08   0.06   0.13      0.11116399
 DH5563  -------------------------------------------------------------------
 DH5563  Click here for local accuracies and other accuracy information.
 DH5563
 DH5563.The horizontal coordinates were established by GPS observations
 DH5563.and adjusted by the National Geodetic Survey in June 2012.
 DH5563
 DH5563.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5563.been affixed to the stable North American tectonic plate. See 
 DH5563.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5563
 DH5563.The horizontal coordinates are valid at the epoch date displayed above
 DH5563.which is a decimal equivalence of Year/Month/Day.
 DH5563
 DH5563.The orthometric height was determined by differential leveling and
 DH5563.adjusted by the WI DEPT OF TRANSP
 DH5563.in May 2012.
 DH5563
 DH5563.No vertical observational check was made to the station.
 DH5563
 DH5563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5563.GEOID18 height accuracy estimate available here.
 DH5563
 DH5563.Click photographs - Photos may exist for this station.
 DH5563
 DH5563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5563
 DH5563.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5563
 DH5563.The ellipsoidal height was determined by GPS observations
 DH5563.and is referenced to NAD 83.
 DH5563
 DH5563.The dynamic height is computed by dividing the NAVD 88
 DH5563.geopotential number by the normal gravity value computed on the
 DH5563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5563.degrees latitude (g = 980.6199 gals.).
 DH5563
 DH5563.The modeled gravity was interpolated from observed gravity values.
 DH5563
 DH5563. The following values were computed from the NAD 83(2011) position.
 DH5563
 DH5563;                    North         East     Units Scale Factor Converg.
 DH5563;SPC WI C     -    61,656.242   645,156.364   MT  0.99997695   +0 23 59.5
 DH5563;SPC WI C     -   202,283.85  2,116,650.50   sFT  0.99997695   +0 23 59.5
 DH5563;UTM  16      - 4,917,713.555   306,184.080   MT  1.00006199   -1 42 09.4
 DH5563
 DH5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5563!SPC WI C     -   0.99995100  x   0.99997695  =   0.99992795
 DH5563!UTM  16      -   0.99995100  x   1.00006199  =   1.00001298
 DH5563
 DH5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0618417713(NAD 83)
 DH5563
 DH5563                          SUPERSEDED SURVEY CONTROL
 DH5563
 DH5563  NAD 83(2007)-  44 23 12.43194(N)    089 25 59.82470(W) AD(2002.00) 0
 DH5563  ELLIP H (02/10/07)  312.581  (m)                       GP(2002.00)    
 DH5563  NAD 83(1997)-  44 23 12.43208(N)    089 25 59.82507(W) AD(       ) 1
 DH5563  ELLIP H (08/01/05)  312.581  (m)                       GP(       ) 2 1
 DH5563  NAVD 88             348.54   (m)         1143.5    (f) LEVELING    3  
 DH5563  NAVD 88 (04/20/07)  348.538  (m)         1143.50   (f) SUPERSEDED  2 1
 DH5563
 DH5563.Superseded values are not recommended for survey control.
 DH5563
 DH5563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5563.See file dsdata.pdf to determine how the superseded data were derived.
 DH5563
 DH5563_MARKER: DD = SURVEY DISK
 DH5563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5563_STAMPING: BUENA VISTA GPS 1996
 DH5563_MARK LOGO: WIDT
 DH5563_PROJECTION: FLUSH
 DH5563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5563+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2010
 DH5563
 DH5563  HISTORY     - Date     Condition        Report By
 DH5563  HISTORY     - 1995     MONUMENTED       WI-097
 DH5563  HISTORY     - 20030811 GOOD             WIDT
 DH5563  HISTORY     - 20051228 GOOD             WIDT
 DH5563  HISTORY     - 20060906 GOOD             WIDT
 DH5563  HISTORY     - 20100922 GOOD             WIDT
 DH5563
 DH5563                          STATION DESCRIPTION
 DH5563
 DH5563'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5563'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH5563'LOCATED IN HTE  NORTHEAST QUADRANT OF THE INTERSECTION OF STATE
 DH5563'HIGHWAY 54 AND COUNTY HIGHWAY J  SOUTH.  THE STATION IS A BRONZE
 DH5563'PORTAGE COUNTY GEDECTIC CONTROL MARKER SET IN THR TOP  OF A 50-CM
 DH5563'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH5563'STATION  IS 17.2 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 54, 26 M
 DH5563'EAST OF THE EXTENDED  CENTERLINE OF COUNTY HIGHWAY J SOUTH, 10 M SOUTH
 DH5563'OF A CULTIVATED FIELD, 9.9 M NORTHWEST  OF A WOOD POST FOR A --CTH J--
 DH5563'SIGN, 1.0 M EAST, WEST OF THREE ORANGE 4X4 PLASTIC WITNESS  POSTS.
 DH5563'---NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5563'THAN 20 DEGREES  ABOVE  THE HORIZON.  ---NOTE 2---THIS STATION HAS A
 DH5563'CRACKED CONCRETE POST.
 DH5563
 DH5563                          STATION RECOVERY (2005)
 DH5563
 DH5563'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5563'RECOVERED AS DESCRIBED.
 DH5563
 DH5563                          STATION RECOVERY (2006)
 DH5563
 DH5563'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH5563'RECOVERED IN GOOD CONDITION.
 DH5563
 DH5563                          STATION RECOVERY (2010)
 DH5563
 DH5563'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5069 ***********************************************************************
 DH5069  DESIGNATION -  BUENA VISTA W GPS
 DH5069  PID         -  DH5069
 DH5069  STATE/COUNTY-  WI/RICHLAND
 DH5069  COUNTRY     -  US
 DH5069  USGS QUAD   -  AVOCA (2018)
 DH5069
 DH5069                         *CURRENT SURVEY CONTROL
 DH5069  ______________________________________________________________________
 DH5069* NAD 83(2011) POSITION- 43 14 21.42558(N) 090 17 27.22151(W)   ADJUSTED
 DH5069* NAD 83(2011) ELLIP HT-   181.038 (meters)        (06/27/12)   ADJUSTED
 DH5069* NAD 83(2011) EPOCH   -  2010.00
 DH5069* NAVD 88 ORTHO HEIGHT -   215.065 (meters)      705.59  (feet) ADJUSTED
 DH5069  ______________________________________________________________________
 DH5069  GEOID HEIGHT    -        -34.036 (meters)                     GEOID18
 DH5069  NAD 83(2011) X  -    -23,628.165 (meters)                     COMP
 DH5069  NAD 83(2011) Y  - -4,653,854.855 (meters)                     COMP
 DH5069  NAD 83(2011) Z  -  4,347,029.710 (meters)                     COMP
 DH5069  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 DH5069  DYNAMIC HEIGHT  -        215.009 (meters)      705.41  (feet) COMP
 DH5069  MODELED GRAVITY -    980,354.1   (mgal)                       NAVD 88
 DH5069
 DH5069  VERT ORDER      -  SECOND    CLASS I
 DH5069
 DH5069  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5069  Standards:
 DH5069         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5069            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5069  -------------------------------------------------------------------
 DH5069  NETWORK    0.22   0.35           0.10   0.08   0.18      0.10611400
 DH5069  -------------------------------------------------------------------
 DH5069  Click here for local accuracies and other accuracy information.
 DH5069
 DH5069.The horizontal coordinates were established by GPS observations
 DH5069.and adjusted by the National Geodetic Survey in June 2012.
 DH5069
 DH5069.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5069.been affixed to the stable North American tectonic plate. See 
 DH5069.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5069
 DH5069.The horizontal coordinates are valid at the epoch date displayed above
 DH5069.which is a decimal equivalence of Year/Month/Day.
 DH5069
 DH5069.The orthometric height was determined by differential leveling and
 DH5069.adjusted by the NATIONAL GEODETIC SURVEY
 DH5069.in July 2017.
 DH5069
 DH5069.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5069.GEOID18 height accuracy estimate available here.
 DH5069
 DH5069.Click photographs - Photos may exist for this station.
 DH5069
 DH5069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5069
 DH5069.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5069
 DH5069.The ellipsoidal height was determined by GPS observations
 DH5069.and is referenced to NAD 83.
 DH5069
 DH5069.The dynamic height is computed by dividing the NAVD 88
 DH5069.geopotential number by the normal gravity value computed on the
 DH5069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5069.degrees latitude (g = 980.6199 gals.).
 DH5069
 DH5069.The modeled gravity was interpolated from observed gravity values.
 DH5069
 DH5069. The following values were computed from the NAD 83(2011) position.
 DH5069
 DH5069;                    North         East     Units Scale Factor Converg.
 DH5069;SPC WI S     -   137,713.647   576,373.951   MT  0.99993652   -0 11 59.5
 DH5069;SPC WI S     -   451,815.52  1,890,986.87   sFT  0.99993652   -0 11 59.5
 DH5069;UTM  15      - 4,790,951.282   719,961.054   MT  1.00019521   +1 51 23.8
 DH5069
 DH5069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5069!SPC WI S     -   0.99997161  x   0.99993652  =   0.99990813
 DH5069!UTM  15      -   0.99997161  x   1.00019521  =   1.00016682
 DH5069
 DH5069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1996190951(NAD 83)
 DH5069
 DH5069                          SUPERSEDED SURVEY CONTROL
 DH5069
 DH5069  NAD 83(2007)-  43 14 21.42566(N)    090 17 27.22237(W) AD(2002.00) 0
 DH5069  ELLIP H (02/10/07)  181.068  (m)                       GP(2002.00)    
 DH5069  NAD 83(1997)-  43 14 21.42552(N)    090 17 27.22277(W) AD(       ) 1
 DH5069  ELLIP H (08/01/05)  181.073  (m)                       GP(       ) 2 1
 DH5069  NAVD 88 (05/08/12)  215.070  (m)          705.61   (f) SUPERSEDED  2 1
 DH5069  NAVD 88             215.06   (m)          705.6    (f) LEVELING    3  
 DH5069  NAVD 88 (04/20/07)  215.061  (m)          705.58   (f) SUPERSEDED  2 1
 DH5069
 DH5069.Superseded values are not recommended for survey control.
 DH5069
 DH5069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5069.See file dsdata.pdf to determine how the superseded data were derived.
 DH5069
 DH5069_MARKER: DD = SURVEY DISK
 DH5069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5069_STAMPING: BUENA VISTA W GPS 2004
 DH5069_MARK LOGO: WIDT
 DH5069_PROJECTION: FLUSH
 DH5069_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5069+STABILITY: SURFACE MOTION
 DH5069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5069+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 DH5069
 DH5069  HISTORY     - Date     Condition        Report By
 DH5069  HISTORY     - 2003     MONUMENTED       WIDT
 DH5069  HISTORY     - 20051228 GOOD             WIDT
 DH5069  HISTORY     - 20100713 GOOD             WIDT
 DH5069  HISTORY     - 20160710 GOOD             WIDT
 DH5069
 DH5069                          STATION DESCRIPTION
 DH5069
 DH5069'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5069'OWNERSHIP--TOWN OF BUENA VISTA.  TO REACH THE STATION FROM THE
 DH5069'JUNCTION OF US HIGHWAY  14 WITH STATE HIGHWAY 60 WEST AND COUNTY
 DH5069'HIGHWAY JJ EAST IN THE COMMUNITY OF GOTHAM,  GO NORTH ON US HIGHWAY 14
 DH5069'FOR 1.1 MI TO FAIRVIEW ROAD ON THE RIGHT AND THE STATION ON  THE
 DH5069'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5069'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5069'DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5069'STATION IS 7.4 M NORTH OF THE CENTERLINE OF FAIRVIEW  ROAD, 43.2 M
 DH5069'EAST OF THE CENTERLINE OF US HIGHWAY 14, 37.3 M WEST-NORTHWEST OF
 DH5069'POWERPOLE --9-2-20 2/14--, 19.5 M EAST OF TELEPHONE PEDESTAL --3453--,
 DH5069'2 M SOUTH OF A  CULTIVATED FIELD, AND 1.0 M SOUTH, WEST-NORTHWEST, AND
 DH5069'EAST-NORTHEAST OF THREE  ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5069'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER
 DH5069'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5069
 DH5069                          STATION RECOVERY (2005)
 DH5069
 DH5069'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 DH5069'RECOVERED AS DESCRIBED.
 DH5069
 DH5069                          STATION RECOVERY (2010)
 DH5069
 DH5069'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5069'RECOVERED IN GOOD CONDITION.
 DH5069
 DH5069                          STATION RECOVERY (2016)
 DH5069
 DH5069'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5069'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0264 ***********************************************************************
 NH0264  DESIGNATION -  BUFFALO
 NH0264  PID         -  NH0264
 NH0264  STATE/COUNTY-  WI/ROCK
 NH0264  COUNTRY     -  US
 NH0264  USGS QUAD   -  SHOPIERE (2018)
 NH0264
 NH0264                         *CURRENT SURVEY CONTROL
 NH0264  ______________________________________________________________________
 NH0264* NAD 83(2011) POSITION- 42 32 26.66310(N) 088 53 51.29484(W)   ADJUSTED
 NH0264* NAD 83(2011) ELLIP HT-   248.142 (meters)        (06/27/12)   ADJUSTED
 NH0264* NAD 83(2011) EPOCH   -  2010.00
 NH0264* NAVD 88 ORTHO HEIGHT -   281.784 (meters)      924.49  (feet) ADJUSTED
 NH0264  ______________________________________________________________________
 NH0264  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 NH0264  NAD 83(2011) X  -     90,556.759 (meters)                     COMP
 NH0264  NAD 83(2011) Y  - -4,705,909.490 (meters)                     COMP
 NH0264  NAD 83(2011) Z  -  4,290,217.971 (meters)                     COMP
 NH0264  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 NH0264  DYNAMIC HEIGHT  -        281.698 (meters)      924.20  (feet) COMP
 NH0264  MODELED GRAVITY -    980,307.8   (mgal)                       NAVD 88
 NH0264
 NH0264  VERT ORDER      -  FIRST     CLASS II
 NH0264
 NH0264  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NH0264  Standards:
 NH0264         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NH0264            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NH0264  -------------------------------------------------------------------
 NH0264  NETWORK    0.92   1.43           0.42   0.31   0.73     -0.20832993
 NH0264  -------------------------------------------------------------------
 NH0264  Click here for local accuracies and other accuracy information.
 NH0264
 NH0264.The horizontal coordinates were established by GPS observations
 NH0264.and adjusted by the National Geodetic Survey in June 2012.
 NH0264
 NH0264.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NH0264.been affixed to the stable North American tectonic plate. See 
 NH0264.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NH0264
 NH0264.The horizontal coordinates are valid at the epoch date displayed above
 NH0264.which is a decimal equivalence of Year/Month/Day.
 NH0264
 NH0264.The orthometric height was determined by differential leveling and
 NH0264.adjusted by the NATIONAL GEODETIC SURVEY
 NH0264.in June 1991.
 NH0264
 NH0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0264.GEOID18 height accuracy estimate available here.
 NH0264
 NH0264.Click photographs - Photos may exist for this station.
 NH0264
 NH0264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0264
 NH0264.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0264
 NH0264.The ellipsoidal height was determined by GPS observations
 NH0264.and is referenced to NAD 83.
 NH0264
 NH0264.The dynamic height is computed by dividing the NAVD 88
 NH0264.geopotential number by the normal gravity value computed on the
 NH0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0264.degrees latitude (g = 980.6199 gals.).
 NH0264
 NH0264.The modeled gravity was interpolated from observed gravity values.
 NH0264
 NH0264. The following values were computed from the NAD 83(2011) position.
 NH0264
 NH0264;                    North         East     Units Scale Factor Converg.
 NH0264;SPC WI S     -    60,670.965   690,560.211   MT  1.00004439   +0 45 26.9
 NH0264;SPC WI S     -   199,051.32  2,265,612.96   sFT  1.00004439   +0 45 26.9
 NH0264;SPC WI S     -   199,051.32  2,265,612.96   sFT  1.00004439   +0 45 26.9
 NH0264;SPC IL W     -   652,924.264   804,244.382   MT  1.00007483   +0 51 29.2
 NH0264;SPC IL W     - 2,142,135.69  2,638,591.78   sFT  1.00007483   +0 51 29.2
 NH0264;SPC WI S     -    60,670.965   690,560.211   MT  1.00004439   +0 45 26.9
 NH0264;UTM  16      - 4,711,561.675   344,181.797   MT  0.99989872   -1 16 59.7
 NH0264
 NH0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0264!SPC WI S     -   0.99996108  x   1.00004439  =   1.00000547
 NH0264!SPC IL W     -   0.99996108  x   1.00007483  =   1.00003591
 NH0264!SPC WI S     -   0.99996108  x   1.00004439  =   1.00000547
 NH0264!UTM  16      -   0.99996108  x   0.99989872  =   0.99985981
 NH0264
 NH0264:                Primary Azimuth Mark                     Grid Az
 NH0264:SPC WI S     -  BAYFIELD                                 253 53 03.4
 NH0264:SPC IL W     -  BAYFIELD                                 253 47 01.1
 NH0264:SPC WI S     -  BAYFIELD                                 253 53 03.4
 NH0264:UTM  16      -  BAYFIELD                                 255 55 30.0
 NH0264
 NH0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4418111561(NAD 83)
 NH0264
 NH0264|---------------------------------------------------------------------|
 NH0264| PID    Reference Object                     Distance      Geod. Az  |
 NH0264|                                                           dddmmss.s |
 NH0264| NH1273 CLINTON MUNICIPAL TANK              APPROX. 3.6 KM 0510716.6 |
 NH0264| NH1268 CLINTON BOWMAN DAIRY CO STACK       APPROX. 2.9 KM 0641049.4 |
 NH0264| CI9117 BUFFALO RM 1                         20.480 METERS 08408     |
 NH0264| CI9118 BUFFALO RM 2                         33.056 METERS 17701     |
 NH0264| CI9116 BUFFALO AZ MK                                      2531016.3 |
 NH0264| NH1276 BAYFIELD                            APPROX. 0.9 KM 2543830.3 |
 NH0264|---------------------------------------------------------------------|
 NH0264
 NH0264                          SUPERSEDED SURVEY CONTROL
 NH0264
 NH0264  NAD 83(2007)-  42 32 26.66312(N)    088 53 51.29579(W) AD(2002.00) 0
 NH0264  ELLIP H (02/10/07)  248.174  (m)                       GP(2002.00)    
 NH0264  ELLIP H (12/06/04)  248.174  (m)                       GP(       ) 4 1
 NH0264  NAD 83(1997)-  42 32 26.66275(N)    088 53 51.29475(W) AD(       ) 1
 NH0264  ELLIP H (09/15/98)  248.229  (m)                       GP(       ) 3 1
 NH0264  NAD 83(1991)-  42 32 26.65783(N)    088 53 51.29717(W) AD(       ) 1
 NH0264  NAD 83(1986)-  42 32 26.65463(N)    088 53 51.30124(W) AD(       ) 1
 NH0264  NAD 27      -  42 32 26.60300(N)    088 53 50.91500(W) AD(       ) 1
 NH0264  USSD        -  42 32 26.68700(N)    088 53 50.70800(W) AD(       ) 3
 NH0264  NAVD 88 (09/15/98)  281.9    (m)  GEOID96  model used  GPS OBS        
 NH0264  NGVD 29 (??/??/92)  281.836  (m)          924.66   (f) ADJ UNCH    1 2
 NH0264  NGVD 29             281.84   (m)          924.7    (f) LEVELING    3  
 NH0264
 NH0264.Superseded values are not recommended for survey control.
 NH0264
 NH0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0264.See file dsdata.pdf to determine how the superseded data were derived.
 NH0264
 NH0264_MARKER: DS = TRIANGULATION STATION DISK
 NH0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0264_STAMPING: BUFFALO 1920
 NH0264_MARK LOGO: CGS
 NH0264_PROJECTION: FLUSH
 NH0264_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NH0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0264+STABILITY: SURFACE MOTION
 NH0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0264+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1996
 NH0264
 NH0264  HISTORY     - Date     Condition        Report By
 NH0264  HISTORY     - 1920     MONUMENTED       CGS
 NH0264  HISTORY     - 1930     GOOD             CGS
 NH0264  HISTORY     - 1935     GOOD             CGS
 NH0264  HISTORY     - 1958     POOR             USGS
 NH0264  HISTORY     - 1969     POOR             USGS
 NH0264  HISTORY     - 19950708 GOOD             USPSQD
 NH0264  HISTORY     - 19960817 POOR             SECI
 NH0264  HISTORY     - 20010331 GOOD             NGS
 NH0264
 NH0264                          STATION DESCRIPTION
 NH0264
 NH0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0264'STATION IS LOCATED ABOUT 1-3/4 MILES W OF CLINTON, ON THE N
 NH0264'SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH0264'TRACK, 1/2 MILE W OF THE FIRST SECTION LINE ROAD CROSSING W
 NH0264'OF CLINTON, IN AN ORCHARD, AND 17.02 METERS (55.84 FEET) N
 NH0264'OF THE N AND NEAREST RAIL.  SURFACE, UNDERGROUND, AND REFERENCE
 NH0264'MARKS ARE STANDARD BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 NH0264'REFERENCE MARK IS ON THE N SIDE OF
 NH0264'THE RAILROAD PROPERTY LINE FENCE, 20.48 METERS (67.19 FEET)
 NH0264'FROM THE STATION, N 84 DEG 09 MIN E.
 NH0264
 NH0264                          STATION RECOVERY (1930)
 NH0264
 NH0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0264'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH0264'ADEQUATE.
 NH0264'
 NH0264'THIS IS A TRAVERSE STATION.
 NH0264
 NH0264                          STATION RECOVERY (1935)
 NH0264
 NH0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0264'STATION FOUND AS DESCRIBED AND MARKS ARE IN GOOD CONDITION.
 NH0264'MARK IS ABOUT 8 MILES ENE OF BELOIT AND 1-3/4 MILES WSW OF
 NH0264'CLINTON, ON THE N SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0264'PACIFIC RAILROAD ON LAND OWNED BY THE FARM SALES AND MORTGAGE
 NH0264'COMPANY AND LEASED BY NORMAN DRESSER.  MARK IS ABOUT 200 YARDS
 NH0264'S OF MR. DRESSERS HOUSE AND ABOUT 50 FEET S OF THE S END OF
 NH0264'THE ORCHARD.  12 FEET N OF THE N RIGHT-OF-WAY FENCE LINE.
 NH0264'27 FEET E OF N-S FENCE LINE WHICH IS THE W LINE OF A LANE.
 NH0264'77 FEET W OF N-S FENCE LINE.  55 FEET N OF N RAIL.  MARK IS
 NH0264'SET FLUSH WITH THE
 NH0264'GROUND.
 NH0264'
 NH0264'REFERENCE MARK NO. 1 (1920) IS E OF THE STATION, 1 FOOT N
 NH0264'OF RIGHT-OF-WAY FENCE LINE, 12 FEET W OF N-S FENCE LINE.
 NH0264'MARK PROJECTS 2 INCHES.
 NH0264'
 NH0264'REFERENCE MARK NO. 2 (1935) WAS SET AT THIS TIME AND IS A
 NH0264'STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED.
 NH0264'THE MARK IS ACROSS THE TRACKS (S) FROM THE STATION, 1 FOOT
 NH0264'N OF S RIGHT-OF-WAY LINE.  35 FEET E OF A HICKORY TREE IN FENCE
 NH0264'LINE.  MARK PROJECTS 5 INCHES.  DISTANCE BETWEEN THE REFERENCE
 NH0264'MARKS IS 130.36 FEET.
 NH0264'
 NH0264'AZIMUTH MARK, TRAVERSE STATION BAYFIELD (1920), IS WSW OF THE
 NH0264'STATION ON THE S SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0264'PACIFIC RAILROAD TRACK, 1/4 MILE E OF ROAD CROSSING.  150 YARDS
 NH0264'W OF RAILROAD BRIDGE NO. E 85.  ON THE S BANK OF A CUT, AND
 NH0264'8.65 METERS (28.38 FEET) S OF THE S RAIL.
 NH0264'
 NH0264'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 140
 NH0264'AND 15, GO W ON STATE HIGHWAY 15 FOR 1.3 MILES TO ROAD TO S, GO
 NH0264'S 0.7 MILE TO FARM ROAD TO W, GO W AND S FOR 0.7 MILE TO MR.
 NH0264'DRESSERS BARNYARD, THENCE S THROUGH LANE TO STATION IN SW CORNER
 NH0264'OF LOT.
 NH0264'
 NH0264'LIGHTS 100 FEET ABOVE STATIONS DUNN R.M. 1920 AND WEEKS COME
 NH0264'INTO VIEW 90 FEET ABOVE THIS STATION.
 NH0264'
 NH0264'LIGHTS 100 FEET ABOVE STATION MYERS COME INTO VIEW 64 FEET
 NH0264'ABOVE THIS STATION.
 NH0264'
 NH0264'THE ANGLE BETWEEN TRAVERSE STATION BAYFIELD (1920) AND R.M.
 NH0264'NO. 1 (1920) FAILED TO CHECK BY 4 MINUTES.
 NH0264
 NH0264                          STATION RECOVERY (1958)
 NH0264
 NH0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 NH0264'2 MI W FROM CLINTON JUNCTION.
 NH0264'2.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH0264'RAILROAD FROM CLINTON JUNCTION, IN THE SOUTHEAST QUARTER OF
 NH0264'SECTION 13, T1N, R 13 E, ABOUT 600 FEET SOUTH OF THE SOUTHWEST
 NH0264'CORNER OF A HOUSE, 50 FEET SOUTH AND 18 FEET EAST OF THE EAST
 NH0264'POST OF A GATE, 27 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE
 NH0264'WHICH IS THE WEST LINE OF AN OLD LANE, AND 11 FEET NORTH OF
 NH0264'THE NORTH RIGHT-OF-WAY FENCE.
 NH0264
 NH0264                          STATION RECOVERY (1969)
 NH0264
 NH0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RHB)
 NH0264'LEANING.  NO LONGER ACCURATE FOR THIRD ORDER LEVEL TIES.
 NH0264
 NH0264                          STATION RECOVERY (1995)
 NH0264
 NH0264'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0264'RECOVERED IN GOOD CONDITION.
 NH0264
 NH0264                          STATION RECOVERY (1996)
 NH0264
 NH0264'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH0264'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED 43 FT (13.1 M)
 NH0264'SOUTHEAST OF A POWER POLE, AND 72 FT (21.9 M) NORTHWEST OF A IRON PIPE
 NH0264'AT A FENCE CORNER THAT RUNS NORTH AND EAST-WEST.  NOTE--FENCE AND
 NH0264'RAILROAD TIES ARE IN GOOD CONDITION.
 NH0264
 NH0264                          STATION RECOVERY (2001)
 NH0264
 NH0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0264'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0995 ***********************************************************************
 OM0995  DESIGNATION -  BUFFALO
 OM0995  PID         -  OM0995
 OM0995  STATE/COUNTY-  WI/MARQUETTE
 OM0995  COUNTRY     -  US
 OM0995  USGS QUAD   -  OBSERVATORY HILL (2018)
 OM0995
 OM0995                         *CURRENT SURVEY CONTROL
 OM0995  ______________________________________________________________________
 OM0995* NAD 83(1991) POSITION- 43 40 25.60998(N) 089 17 48.86118(W)   ADJUSTED
 OM0995* NAVD 88 ORTHO HEIGHT -   288.    (meters)      945.    (feet) SCALED
 OM0995  ______________________________________________________________________
 OM0995  GEOID HEIGHT    -        -35.893 (meters)                     GEOID18
 OM0995  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 OM0995  HORZ ORDER      -  THIRD
 OM0995
 OM0995.The horizontal coordinates were established by classical geodetic methods
 OM0995.and adjusted by the National Geodetic Survey in November 1991.
 OM0995
 OM0995.The orthometric height was scaled from a topographic map.
 OM0995
 OM0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0995.GEOID18 height accuracy estimate available here.
 OM0995
 OM0995.Click photographs - Photos may exist for this station.
 OM0995
 OM0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0995
 OM0995. The following values were computed from the NAD 83(1991) position.
 OM0995
 OM0995;                    North         East     Units Scale Factor Converg.
 OM0995;SPC WI S     -   186,181.524   656,696.707   MT  0.99994384   +0 28 59.2
 OM0995;SPC WI S     -   610,830.55  2,154,512.45   sFT  0.99994384   +0 28 59.2
 OM0995;UTM  16      - 4,838,205.033   314,839.251   MT  1.00002172   -1 35 11.7
 OM0995
 OM0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0995!SPC WI S     -   0.99996047  x   0.99994384  =   0.99990431
 OM0995!UTM  16      -   0.99996047  x   1.00002172  =   0.99998219
 OM0995
 OM0995:                Primary Azimuth Mark                     Grid Az
 OM0995:SPC WI S     -  BUFFALO AZ MK                            169 42 52.5
 OM0995:UTM  16      -  BUFFALO AZ MK                            171 47 03.4
 OM0995
 OM0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1483938205(NAD 83)
 OM0995
 OM0995|---------------------------------------------------------------------|
 OM0995| PID    Reference Object                     Distance      Geod. Az  |
 OM0995|                                                           dddmmss.s |
 OM0995| CI9121 BUFFALO RM 2                          7.309 METERS 14736     |
 OM0995| CI9119 BUFFALO AZ MK                                      1701151.7 |
 OM0995| CI9120 BUFFALO RM 1                          8.746 METERS 34239     |
 OM0995| OM1017 MONTELLO MUNICIPAL TANK             APPROX.13.4 KM 3501925.1 |
 OM0995|---------------------------------------------------------------------|
 OM0995
 OM0995                          SUPERSEDED SURVEY CONTROL
 OM0995
 OM0995  NAD 83(1986)-  43 40 25.60437(N)    089 17 48.86792(W) AD(       ) 3
 OM0995  NAD 27      -  43 40 25.67010(N)    089 17 48.44550(W) AD(       ) 3
 OM0995
 OM0995.Superseded values are not recommended for survey control.
 OM0995
 OM0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0995.See file dsdata.pdf to determine how the superseded data were derived.
 OM0995
 OM0995_MARKER: DS = TRIANGULATION STATION DISK
 OM0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0995_STAMPING: BUFFALO 1958
 OM0995_MARK LOGO: CGS
 OM0995_PROJECTION: FLUSH
 OM0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0995+STABILITY: SURFACE MOTION
 OM0995
 OM0995  HISTORY     - Date     Condition        Report By
 OM0995  HISTORY     - 1958     MONUMENTED       CGS
 OM0995  HISTORY     - 19990918 MARK NOT FOUND   USPSQD
 OM0995
 OM0995                          STATION DESCRIPTION
 OM0995
 OM0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0995'THE STATION IS ABOUT 8-1/2 MILES SOUTH SOUTHEAST OF MONTELLO,
 OM0995'ABOUT 8-1/2 MILES WEST OF KINGSTON AND ABOUT 9 MILES SOUTHEAST
 OM0995'OF ENDEAVOR.  IT IS IN THE SOUTH 1/2 SEC. 16, T 14 N, R 10 E,
 OM0995'ON THE EAST BANK OF A DEEP CUT IN THE HIGHWAY.  IT IS 4 FEET
 OM0995'WEST OF A WHITE WITNESS POST, 41 FEET SOUTH SOUTHWEST OF A 30
 OM0995'INCH OAK TREE AND 107 FEET EAST OF THE CENTERLINE OF STATE
 OM0995'HIGHWAY 22.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0995'BUFFALO 1958.
 OM0995'
 OM0995'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22
 OM0995'AND 23 IN MONTELLO GO SOUTH ON STATE HIGHWAY 22 FOR 0.8 MILE
 OM0995'TO JUNCTION WITH STATE HIGHWAY 22 AND COUNTY ROAD F.  CONTINUE
 OM0995'AHEAD ON STATE HIGHWAY 22 FOR 8.85 MILES TO THE STATION ON
 OM0995'THE LEFT.
 OM0995'
 OM0995'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 OM0995'HIGHWAY 22 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OM0995'
 OM0995'REFERENCE MARK 1 IS 28 FEET NORTH OF A WHITE WITNESS POST,
 OM0995'1 FOOT WEST OF A FENCE, 105 FEET EAST OF THE CENTERLINE OF STATE
 OM0995'HIGHWAY 22 AND 28 FEET SOUTHWEST OF A 30 INCH OAK TREE.  THE
 OM0995'MONUMENT IS FLUSH AND THE DISK IS STAMPED BUFFALO NO 1 1958.
 OM0995'
 OM0995'REFERENCE MARK 2 IS 24 FEET SOUTH OF A WHITE WITNESS POST.
 OM0995'107 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 22, 1 FOOT WEST
 OM0995'OF A FENCE AND 17 FEET NORTHWEST OF A 14 INCH MAPLE TREE.  THE
 OM0995'MONUMENT IS FLUSH AND THE DISK IS STAMPED BUFFALO NO 2 1958.
 OM0995'
 OM0995'THE AZIMUTH MARK IS 4 FEET NORTH OF A WHITE WITNESS POST,
 OM0995'70 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 22, 119 FEET
 OM0995'SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 22 AND A PAVED
 OM0995'ROAD AND 68 FEET EAST OF THE CENTERLINE OF A PAVED ROAD.  THE
 OM0995'MONUMENT IS FLUSH AND THE DISK IS STAMPED BUFFALO 1958.
 OM0995'
 OM0995'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0995
 OM0995                          STATION RECOVERY (1999)
 OM0995
 OM0995'RECOVERY NOTE BY US POWER SQUADRON 1999
 OM0995'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5498 ***********************************************************************
 DH5498  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5498  DESIGNATION -  BUFFALO C GPS
 DH5498  PID         -  DH5498
 DH5498  STATE/COUNTY-  WI/MARQUETTE
 DH5498  COUNTRY     -  US
 DH5498  USGS QUAD   -  OBSERVATORY HILL (2018)
 DH5498
 DH5498                         *CURRENT SURVEY CONTROL
 DH5498  ______________________________________________________________________
 DH5498* NAD 83(2011) POSITION- 43 40 44.56797(N) 089 19 26.95825(W)   ADJUSTED
 DH5498* NAD 83(2011) ELLIP HT-   219.754 (meters)        (06/27/12)   ADJUSTED
 DH5498* NAD 83(2011) EPOCH   -  2010.00
 DH5498* NAVD 88 ORTHO HEIGHT -   255.65  (meters)      838.7   (feet) GPS OBS
 DH5498  ______________________________________________________________________
 DH5498  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5498  GEOID HEIGHT    -        -35.894 (meters)                     GEOID12A
 DH5498  GEOID HEIGHT    -        -35.893 (meters)                     GEOID18
 DH5498  NAD 83(2011) X  -     54,498.916 (meters)                     COMP
 DH5498  NAD 83(2011) Y  - -4,620,013.980 (meters)                     COMP
 DH5498  NAD 83(2011) Z  -  4,382,521.869 (meters)                     COMP
 DH5498  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 DH5498
 DH5498  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5498  Standards:
 DH5498         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5498            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5498  -------------------------------------------------------------------
 DH5498  NETWORK    0.18   0.27           0.08   0.07   0.14      0.06151286
 DH5498  -------------------------------------------------------------------
 DH5498  Click here for local accuracies and other accuracy information.
 DH5498
 DH5498.The horizontal coordinates were established by GPS observations
 DH5498.and adjusted by the National Geodetic Survey in June 2012.
 DH5498
 DH5498.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5498.been affixed to the stable North American tectonic plate. See 
 DH5498.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5498
 DH5498.The horizontal coordinates are valid at the epoch date displayed above
 DH5498.which is a decimal equivalence of Year/Month/Day.
 DH5498
 DH5498.The orthometric height was determined by GPS observations and a
 DH5498.high-resolution geoid model using precise GPS observation and
 DH5498.processing techniques.
 DH5498
 DH5498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5498.GEOID18 height accuracy estimate available here.
 DH5498
 DH5498.Click photographs - Photos may exist for this station.
 DH5498
 DH5498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5498
 DH5498.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5498
 DH5498.The ellipsoidal height was determined by GPS observations
 DH5498.and is referenced to NAD 83.
 DH5498
 DH5498. The following values were computed from the NAD 83(2011) position.
 DH5498
 DH5498;                    North         East     Units Scale Factor Converg.
 DH5498;SPC WI S     -   186,748.399   654,494.671   MT  0.99994428   +0 27 51.8
 DH5498;SPC WI S     -   612,690.37  2,147,287.93   sFT  0.99994428   +0 27 51.8
 DH5498;UTM  16      - 4,838,851.124   312,658.945   MT  1.00003171   -1 36 20.0
 DH5498
 DH5498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5498!SPC WI S     -   0.99996554  x   0.99994428  =   0.99990982
 DH5498!UTM  16      -   0.99996554  x   1.00003171  =   0.99999725
 DH5498
 DH5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1265838851(NAD 83)
 DH5498
 DH5498                          SUPERSEDED SURVEY CONTROL
 DH5498
 DH5498  NAD 83(2007)-  43 40 44.56801(N)    089 19 26.95907(W) AD(2002.00) 0
 DH5498  ELLIP H (02/10/07)  219.789  (m)                       GP(2002.00)    
 DH5498  NAD 83(1997)-  43 40 44.56801(N)    089 19 26.95935(W) AD(       ) 1
 DH5498  ELLIP H (08/01/05)  219.791  (m)                       GP(       ) 2 1
 DH5498  NAVD 88 (07/26/07)  255.62   (m)  GEOID03  model used  GPS OBS        
 DH5498
 DH5498.Superseded values are not recommended for survey control.
 DH5498
 DH5498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5498.See file dsdata.pdf to determine how the superseded data were derived.
 DH5498
 DH5498_MARKER: DD = SURVEY DISK
 DH5498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5498_STAMPING: BUFFALO C GPS 2004
 DH5498_MARK LOGO: WIDT
 DH5498_PROJECTION: FLUSH
 DH5498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5498+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2008
 DH5498
 DH5498  HISTORY     - Date     Condition        Report By
 DH5498  HISTORY     - 2003     MONUMENTED       WIDT
 DH5498  HISTORY     - 20081202 GOOD             WIDT
 DH5498
 DH5498                          STATION DESCRIPTION
 DH5498
 DH5498'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5498'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE  JUNCTION
 DH5498'OF COUNTY HIGHWAY F WITH COUNTY HIGHWAY O ABOUT 6 MI NORTHEAST OF THE
 DH5498'VILLAGE OF ENDEAVOR, GO EAST ON COUNTY HIGHWAY O FOR 3.7 MI TO THE
 DH5498'STATION ON THE RIGHT.   THE STATION IS A  BRONZE WISCONSIN DEPARTMENT
 DH5498'OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP
 DH5498'OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY
 DH5498'PAVEMENT.  THE STATION IS 9.4 M SOUTH OF THE CENTERLINE OF  COUNTY
 DH5498'HIGHWAY O, 49.2 M WEST OF A TELEPHONE PEDESTAL --2497--, 4 M NORTH OF
 DH5498'A CULTIVATED FIELD, 1.0 M WEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST
 DH5498'AND 0.9 M EAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST.
 DH5498'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5498'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5498
 DH5498                          STATION RECOVERY (2008)
 DH5498
 DH5498'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5498'RECOVERED IN GOOD CONDITION.  NOTE-- IN THE 2003 DESCRIPTION, THE
 DH5498'JUNCTION OF COUNTY HIGHWAY F WITH COUNTY HIGHWAY O IS ABOUT 6 MILES
 DH5498'SOUTHEAST (NOT NORTHEAST) OF THE VILLAGE OF ENDEAVOR.
 DH5498'AN ALTERNATIVE TO REACH FOLLOWS-- TO REACH THE STATION FROM THE
 DH5498'JUNCTION OF STATE HIGHWAY 22 WITH COUNTY HIGHWAY O APPROXIMATELY 8
 DH5498'MILES SOUTHEAST OF THE VILLAGE OF ENDEAVOR, GO SOUTHWEST ON COUNTY
 DH5498'HIGHWAY O FOR 0.4 MILE TO 17TH ROAD LEFT, CONTINUE WEST ON COUNTY
 DH5498'HIGHWAY O FOR 0.23 MILE TO THE STATION ON THE LEFT.  ADD-- THE STATION
 DH5498'IS 0.09 MILE EAST OF 15TH AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5100 ***********************************************************************
 DK5100  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5100  DESIGNATION -  BUFFALO C GPS
 DK5100  PID         -  DK5100
 DK5100  STATE/COUNTY-  WI/BUFFALO
 DK5100  COUNTRY     -  US
 DK5100  USGS QUAD   -  WINONA WEST (2019)
 DK5100
 DK5100                         *CURRENT SURVEY CONTROL
 DK5100  ______________________________________________________________________
 DK5100* NAD 83(2011) POSITION- 44 06 05.15836(N) 091 37 36.28737(W)   ADJUSTED
 DK5100* NAD 83(2011) ELLIP HT-   353.521 (meters)        (06/27/12)   ADJUSTED
 DK5100* NAD 83(2011) EPOCH   -  2010.00
 DK5100* NAVD 88 ORTHO HEIGHT -   384.20  (meters)     1260.5   (feet) GPS OBS
 DK5100  ______________________________________________________________________
 DK5100  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5100  GEOID HEIGHT    -        -30.676 (meters)                     GEOID12A
 DK5100  GEOID HEIGHT    -        -30.670 (meters)                     GEOID18
 DK5100  NAD 83(2011) X  -   -130,242.361 (meters)                     COMP
 DK5100  NAD 83(2011) Y  - -4,586,044.828 (meters)                     COMP
 DK5100  NAD 83(2011) Z  -  4,416,438.048 (meters)                     COMP
 DK5100  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 DK5100
 DK5100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5100  Standards:
 DK5100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5100  -------------------------------------------------------------------
 DK5100  NETWORK    0.37   0.35           0.17   0.13   0.18      0.09158992
 DK5100  -------------------------------------------------------------------
 DK5100  Click here for local accuracies and other accuracy information.
 DK5100
 DK5100.The horizontal coordinates were established by GPS observations
 DK5100.and adjusted by the National Geodetic Survey in June 2012.
 DK5100
 DK5100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5100.been affixed to the stable North American tectonic plate. See 
 DK5100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5100
 DK5100.The horizontal coordinates are valid at the epoch date displayed above
 DK5100.which is a decimal equivalence of Year/Month/Day.
 DK5100
 DK5100.The orthometric height was determined by GPS observations and a
 DK5100.high-resolution geoid model using precise GPS observation and
 DK5100.processing techniques.
 DK5100
 DK5100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5100.GEOID18 height accuracy estimate available here.
 DK5100
 DK5100.Click photographs - Photos may exist for this station.
 DK5100
 DK5100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5100
 DK5100.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5100
 DK5100.The ellipsoidal height was determined by GPS observations
 DK5100.and is referenced to NAD 83.
 DK5100
 DK5100. The following values were computed from the NAD 83(2011) position.
 DK5100
 DK5100;                    North         East     Units Scale Factor Converg.
 DK5100;SPC WI C     -    31,095.605   469,751.969   MT  1.00003140   -1 08 52.1
 DK5100;SPC WI C     -   102,019.50  1,541,177.92   sFT  1.00003140   -1 08 52.1
 DK5100;UTM  15      - 4,884,055.619   609,911.982   MT  0.99974858   +0 57 20.8
 DK5100
 DK5100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5100!SPC WI C     -   0.99994457  x   1.00003140  =   0.99997597
 DK5100!UTM  15      -   0.99994457  x   0.99974858  =   0.99969316
 DK5100
 DK5100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0991184055(NAD 83)
 DK5100
 DK5100                          SUPERSEDED SURVEY CONTROL
 DK5100
 DK5100  NAD 83(2007)-  44 06 05.15845(N)    091 37 36.28815(W) AD(2002.00) 1
 DK5100  ELLIP H (07/29/08)  353.554  (m)                       GP(2002.00) 3 1
 DK5100  NAVD 88 (07/29/08)  384.17   (m)  GEOID03  model used  GPS OBS        
 DK5100
 DK5100.Superseded values are not recommended for survey control.
 DK5100
 DK5100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5100.See file dsdata.pdf to determine how the superseded data were derived.
 DK5100
 DK5100_MARKER: DD = SURVEY DISK
 DK5100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5100_STAMPING: BUFFALO C GPS 2005
 DK5100_MARK LOGO: WIDT
 DK5100_PROJECTION: FLUSH
 DK5100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5100+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DK5100
 DK5100  HISTORY     - Date     Condition        Report By
 DK5100  HISTORY     - 2004     MONUMENTED       WIDT
 DK5100  HISTORY     - 20061018 GOOD             WIDT
 DK5100
 DK5100                          STATION DESCRIPTION
 DK5100
 DK5100'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5100'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 AND STATE
 DK5100'HIGHWAY 35 WITH COUNTY HIGHWAY M ABOUT 6 MI (9.7 KM) SOUTHEAST OF
 DK5100'FOUNTAIN CITY, GO NORTHERLY ON COUNTY HIGHWAY M FOR 2.4 MI (3.9 KM) TO
 DK5100'COLE BLUFF LANE ON THE LEFT, CONTINUE NORTH ON COUNTY HIGHWAY M FOR
 DK5100'0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DK5100'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DK5100'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DK5100'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DK5100'PAVEMENT.  THE STATION IS 7.9 M (25.9 FT) WEST OF THE CENTERLINE OF
 DK5100'COUNTY HIGHWAY M, 27 M (88.6 FT) SOUTH OF A FIELD ENTRANCE, 16.2 M
 DK5100'(53.1 FT) SOUTH OF A METAL POST FOR A --30 MPH CURVE-- SIGN, AND 1.0 M
 DK5100'(3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DK5100'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5100'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5456 ***********************************************************************
 DH5456  DESIGNATION -  BUFFALO GPS
 DH5456  PID         -  DH5456
 DH5456  STATE/COUNTY-  WI/MARQUETTE
 DH5456  COUNTRY     -  US
 DH5456  USGS QUAD   -  ENDEAVOR (2018)
 DH5456
 DH5456                         *CURRENT SURVEY CONTROL
 DH5456  ______________________________________________________________________
 DH5456* NAD 83(2011) POSITION- 43 38 57.62817(N) 089 24 16.26789(W)   ADJUSTED
 DH5456* NAD 83(2011) ELLIP HT-   204.374 (meters)        (06/27/12)   ADJUSTED
 DH5456* NAD 83(2011) EPOCH   -  2010.00
 DH5456* NAVD 88 ORTHO HEIGHT -   240.172 (meters)      787.96  (feet) ADJUSTED
 DH5456  ______________________________________________________________________
 DH5456  GEOID HEIGHT    -        -35.806 (meters)                     GEOID18
 DH5456  NAD 83(2011) X  -     48,042.342 (meters)                     COMP
 DH5456  NAD 83(2011) Y  - -4,622,353.435 (meters)                     COMP
 DH5456  NAD 83(2011) Z  -  4,380,123.629 (meters)                     COMP
 DH5456  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DH5456  DYNAMIC HEIGHT  -        240.113 (meters)      787.77  (feet) COMP
 DH5456  MODELED GRAVITY -    980,367.8   (mgal)                       NAVD 88
 DH5456
 DH5456  VERT ORDER      -  SECOND    CLASS I
 DH5456
 DH5456  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5456  Standards:
 DH5456         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5456            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5456  -------------------------------------------------------------------
 DH5456  NETWORK    0.26   0.37           0.12   0.09   0.19      0.13057531
 DH5456  -------------------------------------------------------------------
 DH5456  Click here for local accuracies and other accuracy information.
 DH5456
 DH5456.The horizontal coordinates were established by GPS observations
 DH5456.and adjusted by the National Geodetic Survey in June 2012.
 DH5456
 DH5456.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5456.been affixed to the stable North American tectonic plate. See 
 DH5456.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5456
 DH5456.The horizontal coordinates are valid at the epoch date displayed above
 DH5456.which is a decimal equivalence of Year/Month/Day.
 DH5456
 DH5456.The orthometric height was determined by differential leveling and
 DH5456.adjusted by the WI DEPT OF TRANSP
 DH5456.in May 2012.
 DH5456
 DH5456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5456.GEOID18 height accuracy estimate available here.
 DH5456
 DH5456.Click photographs - Photos may exist for this station.
 DH5456
 DH5456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5456
 DH5456.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5456
 DH5456.The ellipsoidal height was determined by GPS observations
 DH5456.and is referenced to NAD 83.
 DH5456
 DH5456.The dynamic height is computed by dividing the NAVD 88
 DH5456.geopotential number by the normal gravity value computed on the
 DH5456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5456.degrees latitude (g = 980.6199 gals.).
 DH5456
 DH5456.The modeled gravity was interpolated from observed gravity values.
 DH5456
 DH5456. The following values were computed from the NAD 83(2011) position.
 DH5456
 DH5456;                    North         East     Units Scale Factor Converg.
 DH5456;SPC WI S     -   183,398.825   648,038.470   MT  0.99994190   +0 24 33.0
 DH5456;SPC WI S     -   601,700.98  2,126,106.21   sFT  0.99994190   +0 24 33.0
 DH5456;UTM  16      - 4,835,736.574   306,085.303   MT  1.00006254   -1 39 36.8
 DH5456
 DH5456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5456!SPC WI S     -   0.99996795  x   0.99994190  =   0.99990985
 DH5456!UTM  16      -   0.99996795  x   1.00006254  =   1.00003049
 DH5456
 DH5456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0608535736(NAD 83)
 DH5456
 DH5456                          SUPERSEDED SURVEY CONTROL
 DH5456
 DH5456  NAD 83(2007)-  43 38 57.62821(N)    089 24 16.26872(W) AD(2002.00) 0
 DH5456  ELLIP H (02/10/07)  204.408  (m)                       GP(2002.00)    
 DH5456  NAD 83(1997)-  43 38 57.62820(N)    089 24 16.26901(W) AD(       ) 1
 DH5456  ELLIP H (08/01/05)  204.409  (m)                       GP(       ) 2 1
 DH5456  NAVD 88             240.15   (m)          787.9    (f) LEVELING    3  
 DH5456  NAVD 88 (04/20/07)  240.151  (m)          787.90   (f) SUPERSEDED  2 1
 DH5456
 DH5456.Superseded values are not recommended for survey control.
 DH5456
 DH5456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5456.See file dsdata.pdf to determine how the superseded data were derived.
 DH5456
 DH5456_MARKER: DD = SURVEY DISK
 DH5456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5456_STAMPING: BUFFALO GPS 2004
 DH5456_MARK LOGO: WIDT
 DH5456_PROJECTION: FLUSH
 DH5456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5456+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2008
 DH5456
 DH5456  HISTORY     - Date     Condition        Report By
 DH5456  HISTORY     - 2003     MONUMENTED       WIDT
 DH5456  HISTORY     - 20051228 GOOD             WIDT
 DH5456  HISTORY     - 20081202 GOOD             WIDT
 DH5456
 DH5456                          STATION DESCRIPTION
 DH5456
 DH5456'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5456'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5456'OF COUNTY  HIGHWAY O WITH COUNTY HIGHWAY F ABOUT 9 MI NORTH OF THE
 DH5456'CITY OF PORTAGE, GO SOUTH ON  COUNTY HIGHWAY F FOR 1.7 MI TO THE
 DH5456'STATION ON THE LEFT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT OF
 DH5456'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN  THE TOP OF
 DH5456'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5456'THE  STATION IS 10.0 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY F,
 DH5456'74.2 M SOUTH OF THE  CENTERLINE OF GROUSE DRIVE, 1.0 M SOUTH OF AN
 DH5456'ORANGE 4X4 PLASTIC WITNESS POST, AND 0.9 M  NORTH OF AN ORANGE 4X4
 DH5456'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5456'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5456
 DH5456                          STATION RECOVERY (2005)
 DH5456
 DH5456'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5456'RECOVERED AS DESCRIBED.
 DH5456
 DH5456                          STATION RECOVERY (2008)
 DH5456
 DH5456'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5456'RECOVERED IN GOOD CONDITION.  NOTE---THE MONUMENT IS RECESSED 8 CM
 DH5456'BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0404 ***********************************************************************
 QM0404  DESIGNATION -  BUICK
 QM0404  PID         -  QM0404
 QM0404  STATE/COUNTY-  WI/ONEIDA
 QM0404  COUNTRY     -  US
 QM0404  USGS QUAD   -  WOODBORO (2018)
 QM0404
 QM0404                         *CURRENT SURVEY CONTROL
 QM0404  ______________________________________________________________________
 QM0404* NAD 83(1991) POSITION- 45 35 32.13074(N) 089 34 08.33656(W)   ADJUSTED
 QM0404* NAVD 88 ORTHO HEIGHT -   481.275 (meters)     1578.98  (feet) ADJUSTED
 QM0404  ______________________________________________________________________
 QM0404  GEOID HEIGHT    -        -31.715 (meters)                     GEOID18
 QM0404  LAPLACE CORR    -         -7.14  (seconds)                    DEFLEC18
 QM0404  DYNAMIC HEIGHT  -        481.257 (meters)     1578.92  (feet) COMP
 QM0404  MODELED GRAVITY -    980,563.4   (mgal)                       NAVD 88
 QM0404
 QM0404  HORZ ORDER      -  FIRST
 QM0404  VERT ORDER      -  FIRST     CLASS II
 QM0404
 QM0404.The horizontal coordinates were established by classical geodetic methods
 QM0404.and adjusted by the National Geodetic Survey in November 1991.
 QM0404
 QM0404.The orthometric height was determined by differential leveling and
 QM0404.adjusted by the NATIONAL GEODETIC SURVEY
 QM0404.in June 1991.
 QM0404
 QM0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0404.GEOID18 height accuracy estimate available here.
 QM0404
 QM0404.Click photographs - Photos may exist for this station.
 QM0404
 QM0404.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0404
 QM0404.The dynamic height is computed by dividing the NAVD 88
 QM0404.geopotential number by the normal gravity value computed on the
 QM0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0404.degrees latitude (g = 980.6199 gals.).
 QM0404
 QM0404.The modeled gravity was interpolated from observed gravity values.
 QM0404
 QM0404. The following values were computed from the NAD 83(1991) position.
 QM0404
 QM0404;                    North         East     Units Scale Factor Converg.
 QM0404;SPC WI N     -    47,393.155   633,632.124   MT  0.99999545   +0 18 39.3
 QM0404;SPC WI N     -   155,489.04  2,078,841.39   sFT  0.99999545   +0 18 39.3
 QM0404;SPC WI C     -   195,548.703   633,632.919   MT  1.00001888   +0 18 14.8
 QM0404;SPC WI C     -   641,562.70  2,078,844.00   sFT  1.00001888   +0 18 14.8
 QM0404;UTM  16      - 5,051,956.423   299,622.974   MT  1.00009366   -1 50 09.0
 QM0404
 QM0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0404!SPC WI N     -   0.99992952  x   0.99999545  =   0.99992498
 QM0404!SPC WI C     -   0.99992952  x   1.00001888  =   0.99994840
 QM0404!UTM  16      -   0.99992952  x   1.00009366  =   1.00002318
 QM0404
 QM0404:                Primary Azimuth Mark                     Grid Az
 QM0404:SPC WI N     -  WOODBURO                                 033 36 39.5
 QM0404:SPC WI C     -  WOODBURO                                 033 37 04.0
 QM0404:UTM  16      -  WOODBURO                                 035 45 27.8
 QM0404
 QM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9962251956(NAD 83)
 QM0404
 QM0404|---------------------------------------------------------------------|
 QM0404| PID    Reference Object                     Distance      Geod. Az  |
 QM0404|                                                           dddmmss.s |
 QM0404| QM0405 WOODBURO                            APPROX. 2.1 KM 0335518.8 |
 QM0404|---------------------------------------------------------------------|
 QM0404
 QM0404                          SUPERSEDED SURVEY CONTROL
 QM0404
 QM0404  NAD 83(1986)-  45 35 32.12603(N)    089 34 08.33259(W) AD(       ) 1
 QM0404  NAD 27      -  45 35 32.25300(N)    089 34 07.83300(W) AD(       ) 1
 QM0404  USSD        -  45 35 32.42500(N)    089 34 07.66200(W) AD(       ) 3
 QM0404  NAVD 88 (03/19/14)  481.298  (m)         1579.06   (f) SUPERSEDED  2 1
 QM0404  NGVD 29 (??/??/92)  481.274  (m)         1578.98   (f) ADJ UNCH    1 2
 QM0404  NGVD 29             481.27   (m)         1579.0    (f) LEVELING    3  
 QM0404
 QM0404.Superseded values are not recommended for survey control.
 QM0404
 QM0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0404.See file dsdata.pdf to determine how the superseded data were derived.
 QM0404
 QM0404_MARKER: DS = TRIANGULATION STATION DISK
 QM0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0404_STAMPING: 1578.980 FT BUICK 1921
 QM0404_MARK LOGO: CGS
 QM0404_PROJECTION: PROJECTING 5 CENTIMETERS
 QM0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0404+STABILITY: SURFACE MOTION
 QM0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0404+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2013
 QM0404
 QM0404  HISTORY     - Date     Condition        Report By
 QM0404  HISTORY     - 1921     MONUMENTED       CGS
 QM0404  HISTORY     - 1922     GOOD             CGS
 QM0404  HISTORY     - 1934     GOOD             CGS
 QM0404  HISTORY     - 1952     GOOD             CGS
 QM0404  HISTORY     - 1985     GOOD             NGS
 QM0404  HISTORY     - 20050322 GOOD             WIDT
 QM0404  HISTORY     - 20050818 GOOD             WIDT
 QM0404  HISTORY     - 20131001 GOOD             WIDT
 QM0404
 QM0404                          STATION DESCRIPTION
 QM0404
 QM0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0404'STATION IS ABOUT 1 MILE W OF WOODBORO, 200 METERS E OF FIRST
 QM0404'MAIN ROAD CROSSING W OF WOODBORO, ON THE HIGHEST GROUND NEAR
 QM0404'CENTER OF FIRST CURVE W OF TOWN AND 11.57 METERS (37.965
 QM0404'FEET) S OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QM0404'RAILWAY.
 QM0404'
 QM0404'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0404'DISKS SET IN CONCRETE.
 QM0404
 QM0404                          STATION RECOVERY (1922)
 QM0404
 QM0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0404'1 MI W FROM WOODBORO.
 QM0404'ABOUT 1 MILE WEST OF WOODBORO, 200 METERS EAST OF FIRST MAIN
 QM0404'ROAD CROSSING WEST OF WOODBORO, ON THE HIGHEST GROUND NEAR
 QM0404'CENTER OF FIRST CURVE WEST OF WOODBORO AND 11.57 M. (37.965 FT.)
 QM0404'SOUTH OF THE M. ST.P. AND S.STE.M.RY.
 QM0404
 QM0404                          STATION RECOVERY (1934)
 QM0404
 QM0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0404'RECOVERED IN GOOD CONDITION.
 QM0404
 QM0404                          STATION RECOVERY (1952)
 QM0404
 QM0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0404'STATION MARK RECOVERED IN GOOD CONDITION.  IT IS 38.0 FEET
 QM0404'S OF S RAIL OF RAILROAD TRACK, 18.6 FEET ABOUT S OF A TELEPHONE
 QM0404'LINE POLE ALONG THE RAILROAD TRACK, 31.0 FEET W OF THE S
 QM0404'ONE OF TWO LARGE TELEPHONE LINE POLES, AT POINT WHERE THE
 QM0404'TELEPHONE LINE CROSSES THE RAILROAD, AND ON HIGHEST GROUND
 QM0404'IN THE VICINITY.
 QM0404'
 QM0404'THE REFERENCE MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QM0404
 QM0404                          STATION RECOVERY (1985)
 QM0404
 QM0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0404'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.3 KM
 QM0404'(8.25 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH STATE
 QM0404'HIGHWAY 17 IN RHINELANDER, 0.4 KM (0.25 MI) NORTH OF THE INTERSECTION
 QM0404'OF SQUASH LAKE ROAD LEADING EAST, 48.0 M (157.5 FT) NORTHWEST OF THE
 QM0404'CENTERLINE OF THE HIGHWAY, 27.0 M (88.6 FT) WEST OF A UTILITY POLE
 QM0404'WITH A GUY WIRE, AND 11.6 M (38.1 FT) SOUTHWEST OF THE NEAR RAIL OF
 QM0404'THE SOO LINE RAILROAD.
 QM0404'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 QM0404'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
 QM0404
 QM0404                          STATION RECOVERY (2005)
 QM0404
 QM0404'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CLO)
 QM0404'TELEPHONE POLES HAVE BEEN REMOVED. TELEPHONE LINES ARE UNDERGROUND.
 QM0404
 QM0404                          STATION RECOVERY (2005)
 QM0404
 QM0404'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0404'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 26.2 M SOUTHWEST OF
 QM0404'TELEPHONE PEDESTAL  58--.
 QM0404
 QM0404                          STATION RECOVERY (2013)
 QM0404
 QM0404'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0404'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS LOCATED
 QM0404'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 QM0404'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1014 ***********************************************************************
 NH1014  DESIGNATION -  BUNEAU
 NH1014  PID         -  NH1014
 NH1014  STATE/COUNTY-  WI/WALWORTH
 NH1014  COUNTRY     -  US
 NH1014  USGS QUAD   -  SPRINGFIELD (2018)
 NH1014
 NH1014                         *CURRENT SURVEY CONTROL
 NH1014  ______________________________________________________________________
 NH1014* NAD 83(1991) POSITION- 42 38 15.39315(N) 088 26 34.39647(W)   ADJUSTED
 NH1014* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 NH1014  ______________________________________________________________________
 NH1014  GEOID HEIGHT    -        -34.171 (meters)                     GEOID18
 NH1014  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 NH1014  HORZ ORDER      -  SECOND
 NH1014
 NH1014.The horizontal coordinates were established by classical geodetic methods
 NH1014.and adjusted by the National Geodetic Survey in November 1991.
 NH1014
 NH1014.The orthometric height was scaled from a topographic map.
 NH1014
 NH1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1014.GEOID18 height accuracy estimate available here.
 NH1014
 NH1014.Click photographs - Photos may exist for this station.
 NH1014
 NH1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1014
 NH1014. The following values were computed from the NAD 83(1991) position.
 NH1014
 NH1014;                    North         East     Units Scale Factor Converg.
 NH1014;SPC WI S     -    72,025.787   727,707.266   MT  1.00002068   +1 04 11.6
 NH1014;SPC WI S     -   236,304.60  2,387,486.26   sFT  1.00002068   +1 04 11.6
 NH1014;UTM  16      - 4,721,582.264   381,702.736   MT  0.99977217   -0 58 38.9
 NH1014
 NH1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1014!SPC WI S     -   0.99996067  x   1.00002068  =   0.99998135
 NH1014!UTM  16      -   0.99996067  x   0.99977217  =   0.99973285
 NH1014
 NH1014:                Primary Azimuth Mark                     Grid Az
 NH1014:SPC WI S     -  WHISTLE                                  263 47 28.5
 NH1014:UTM  16      -  WHISTLE                                  265 50 19.0
 NH1014
 NH1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8170221582(NAD 83)
 NH1014
 NH1014|---------------------------------------------------------------------|
 NH1014| PID    Reference Object                     Distance      Geod. Az  |
 NH1014|                                                           dddmmss.s |
 NH1014| CI9122 BUNEAU RM                            22.550 METERS 05203     |
 NH1014| NH1012 WHISTLE                             417.671 METERS 2645140.1 |
 NH1014|---------------------------------------------------------------------|
 NH1014
 NH1014                          SUPERSEDED SURVEY CONTROL
 NH1014
 NH1014  NAD 83(1986)-  42 38 15.38498(N)    088 26 34.40542(W) AD(       ) 2
 NH1014  NAD 27      -  42 38 15.32600(N)    088 26 34.06100(W) AD(       ) 2
 NH1014  USSD        -  42 38 15.42400(N)    088 26 33.87400(W) AD(       ) 3
 NH1014
 NH1014.Superseded values are not recommended for survey control.
 NH1014
 NH1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1014.See file dsdata.pdf to determine how the superseded data were derived.
 NH1014
 NH1014_MARKER: DS = TRIANGULATION STATION DISK
 NH1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1014_STAMPING: BUNEAU 1920
 NH1014_MARK LOGO: CGS
 NH1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1014+STABILITY: SURFACE MOTION
 NH1014
 NH1014  HISTORY     - Date     Condition        Report By
 NH1014  HISTORY     - 1920     MONUMENTED       CGS
 NH1014  HISTORY     - 1930     MARK NOT FOUND   CGS
 NH1014
 NH1014                          STATION DESCRIPTION
 NH1014
 NH1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1014'STATION IS LOCATED ABOUT 4-3/4 MILES E OF ELKHORN, ON THE
 NH1014'N SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH1014'TRACK, 220 YARDS N OF A DISTRICT SCHOOLHOUSE, NEAR THE W
 NH1014'FENCE LINE OF THE FIRST ROAD CROSSING E OF ELKHORN, WHICH
 NH1014'HAS AN ELECTRIC DANGER SIGNAL, AND 5.95 METERS (19.52 FEET)
 NH1014'N OF THE N AND NEAREST RAIL.  SURFACE, UNDERGROUND, AND
 NH1014'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1014'REFERENCE MARK IS ON THE SAME
 NH1014'SIDE OF THE TRACK, BUT ON THE OPPOSITE SIDE OF THE ROAD,
 NH1014'22.55 METERS (73.98 FEET) FROM THE STATION, N 52 DEG 03 MIN E.
 NH1014
 NH1014                          STATION RECOVERY (1930)
 NH1014
 NH1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1014'STATION COULD NOT BE FOUND.
 NH1014'
 NH1014'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1062 ***********************************************************************
 ON1062  DESIGNATION -  BUNKER
 ON1062  PID         -  ON1062
 ON1062  STATE/COUNTY-  WI/RICHLAND
 ON1062  COUNTRY     -  US
 ON1062  USGS QUAD   -  ROCKBRIDGE (2018)
 ON1062
 ON1062                         *CURRENT SURVEY CONTROL
 ON1062  ______________________________________________________________________
 ON1062* NAD 83(1996) POSITION- 43 29 28.38591(N) 090 15 34.77972(W)   ADJUSTED
 ON1062* NAVD 88 ORTHO HEIGHT -   387.06  (+/-2cm)     1269.9   (feet) VERTCON3
 ON1062  ______________________________________________________________________
 ON1062  GEOID HEIGHT    -        -34.499 (meters)                     GEOID18
 ON1062  LAPLACE CORR    -         -5.23  (seconds)                    DEFLEC18
 ON1062  HORZ ORDER      -  THIRD
 ON1062  VERT ORDER      -  THIRD ? (See Below)
 ON1062
 ON1062.The horizontal coordinates were established by classical geodetic methods
 ON1062.and adjusted by the National Geodetic Survey in March 1999.
 ON1062
 ON1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1062
 ON1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1062.GEOID18 height accuracy estimate available here.
 ON1062
 ON1062.The vertical order pertains to the NGVD 29 superseded value.
 ON1062
 ON1062.Click photographs - Photos may exist for this station.
 ON1062
 ON1062.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1062
 ON1062. The following values were computed from the NAD 83(1996) position.
 ON1062
 ON1062;                    North         East     Units Scale Factor Converg.
 ON1062;SPC WI S     -   165,693.044   578,997.860   MT  0.99993378   -0 10 42.3
 ON1062;SPC WI S     -   543,611.26  1,899,595.48   sFT  0.99993378   -0 10 42.3
 ON1062;UTM  15      - 4,819,014.404   721,577.544   MT  1.00020396   +1 53 12.4
 ON1062
 ON1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1062!SPC WI S     -   0.99994472  x   0.99993378  =   0.99987850
 ON1062!UTM  15      -   0.99994472  x   1.00020396  =   1.00014867
 ON1062
 ON1062:                Primary Azimuth Mark                     Grid Az
 ON1062:SPC WI S     -  BUNKER AZ MK                             038 50 14.6
 ON1062:UTM  15      -  BUNKER AZ MK                             036 46 19.9
 ON1062
 ON1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2157719014(NAD 83)
 ON1062
 ON1062|---------------------------------------------------------------------|
 ON1062| PID    Reference Object                     Distance      Geod. Az  |
 ON1062|                                                           dddmmss.s |
 ON1062| CI9124 BUNKER RM 1                          21.812 METERS 02639     |
 ON1062| CI9123 BUNKER AZ MK                                       0383932.3 |
 ON1062| CI9125 BUNKER RM 2                          16.310 METERS 10558     |
 ON1062|---------------------------------------------------------------------|
 ON1062
 ON1062                          SUPERSEDED SURVEY CONTROL
 ON1062
 ON1062  NAD 83(1991)-  43 29 28.38692(N)    090 15 34.77936(W) AD(       ) 3
 ON1062  NAD 83(1986)-  43 29 28.37803(N)    090 15 34.78123(W) AD(       ) 3
 ON1062  NAD 27      -  43 29 28.45490(N)    090 15 34.32100(W) AD(       ) 3
 ON1062  NGVD 29             387.04   (m)         1269.8    (f) LEVELING    3  
 ON1062
 ON1062.Superseded values are not recommended for survey control.
 ON1062
 ON1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1062.See file dsdata.pdf to determine how the superseded data were derived.
 ON1062
 ON1062_MARKER: DS = TRIANGULATION STATION DISK
 ON1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1062_STAMPING: BUNKER 1958
 ON1062_MARK LOGO: CGS
 ON1062_PROJECTION: FLUSH
 ON1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1062+STABILITY: SURFACE MOTION
 ON1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1062+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2011
 ON1062
 ON1062  HISTORY     - Date     Condition        Report By
 ON1062  HISTORY     - 1958     MONUMENTED       CGS
 ON1062  HISTORY     - 20100517 GOOD             WOLACO
 ON1062  HISTORY     - 20110517 GOOD             WOLACO
 ON1062
 ON1062                          STATION DESCRIPTION
 ON1062
 ON1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1062'THE STATION IS ABOUT 4 MILES SOUTHWEST OF CAZENOVIA, ABOUT 5
 ON1062'MILES EAST OF HUB CITY.  IT IS IN THE WEST HALF OF SEC. 28,
 ON1062'T-12-N, R-2-E, ON LAND OWNED AND OCCUPIED BY MR. FRANCIS DREA.
 ON1062'THE STATION IS 4 FEET WEST OF A WIRE FENCE, 26 FEET WEST OF
 ON1062'THE CENTERLINE OF COUNTY ROAD I, 36 FEET NORTHWEST OF A TELEPHONE
 ON1062'POLE AND 5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 ON1062'IS FLUSH AND THE DISK IS STAMPED BUNKER 1958.
 ON1062'
 ON1062'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD I AND
 ON1062'STATE HIGHWAY 80, 0.4 MILE WEST OF HUB CITY, GO NORTHEAST ON
 ON1062'COUNTY ROAD I FOR 2.30 MILES TO THE JUNCTION OF COUNTY ROAD I
 ON1062'AND COUNTY ROAD II, GRAVELED LEFT.  CONTINUE AHEAD NORTHEAST
 ON1062'ON COUNTY ROAD I FOR 3.30 MILES TO THE STATION ON THE LEFT
 ON1062'AS DESCRIBED.
 ON1062'
 ON1062'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE AHEAD ON COUNTY
 ON1062'ROAD I FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ON1062'
 ON1062'REFERENCE MARK 1 IS 8 FEET WEST OF A FENCE CORNER, 13 FEET
 ON1062'EAST OF A WOODEN GATE AND 31 FEET WEST OF THE CENTERLINE OF
 ON1062'COUNTY ROAD I.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1062'BUNKER NO 1 1958.
 ON1062'
 ON1062'REFERENCE MARK 2 IS 27 FEET EAST OF THE CENTERLINE OF COUNTY
 ON1062'ROAD I, 5 FEET EAST OF A FENCE CORNER AND 50 FEET EAST OF A WHITE
 ON1062'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1062'BUNKER NO 2 1958.
 ON1062'
 ON1062'THE AZIMUTH MARK IS 4 FEET WEST OF A WHITE WITNESS POST, 1
 ON1062'FOOT SOUTH OF A FENCE AND 24 FEET NORTH OF THE CENTERLINE OF
 ON1062'COUNTY ROAD I.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1062'BUNKER 1958.
 ON1062'
 ON1062'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON1062
 ON1062                          STATION RECOVERY (2010)
 ON1062
 ON1062'RECOVERY NOTE BY WOODLAND CONSULTANTS INC 2010 (SDW)
 ON1062'NO WITNESS POSTS.  BURIED 0.2M (0.67FT)
 ON1062
 ON1062                          STATION RECOVERY (2011)
 ON1062
 ON1062'RECOVERY NOTE BY WOODLAND CONSULTANTS INC 2011 (SDW)
 ON1062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0912 ***********************************************************************
 OM0912  DESIGNATION -  BUREN
 OM0912  PID         -  OM0912
 OM0912  STATE/COUNTY-  WI/DODGE
 OM0912  COUNTRY     -  US
 OM0912  USGS QUAD   -  LOST LAKE (2018)
 OM0912
 OM0912                         *CURRENT SURVEY CONTROL
 OM0912  ______________________________________________________________________
 OM0912* NAD 83(1991) POSITION- 43 22 43.36556(N) 088 57 26.41620(W)   ADJUSTED
 OM0912* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 OM0912  ______________________________________________________________________
 OM0912  GEOID HEIGHT    -        -35.154 (meters)                     GEOID18
 OM0912  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 OM0912  HORZ ORDER      -  SECOND
 OM0912
 OM0912.The horizontal coordinates were established by classical geodetic methods
 OM0912.and adjusted by the National Geodetic Survey in November 1991.
 OM0912
 OM0912.The orthometric height was scaled from a topographic map.
 OM0912
 OM0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0912.GEOID18 height accuracy estimate available here.
 OM0912
 OM0912.Click photographs - Photos may exist for this station.
 OM0912
 OM0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0912
 OM0912. The following values were computed from the NAD 83(1991) position.
 OM0912
 OM0912;                    North         East     Units Scale Factor Converg.
 OM0912;SPC WI S     -   153,689.886   684,487.768   MT  0.99993262   +0 42 59.1
 OM0912;SPC WI S     -   504,230.90  2,245,690.29   sFT  0.99993262   +0 42 59.1
 OM0912;UTM  16      - 4,804,732.089   341,442.145   MT  0.99990926   -1 20 40.6
 OM0912
 OM0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0912!SPC WI S     -   0.99996490  x   0.99993262  =   0.99989753
 OM0912!UTM  16      -   0.99996490  x   0.99990926  =   0.99987417
 OM0912
 OM0912:                Primary Azimuth Mark                     Grid Az
 OM0912:SPC WI S     -  BUREN AZ MK                              085 59 49.1
 OM0912:UTM  16      -  BUREN AZ MK                              088 03 28.8
 OM0912
 OM0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4144204732(NAD 83)
 OM0912
 OM0912|---------------------------------------------------------------------|
 OM0912| PID    Reference Object                     Distance      Geod. Az  |
 OM0912|                                                           dddmmss.s |
 OM0912| CI9128 BUREN RM 1                           12.743 METERS 08007     |
 OM0912| CI9127 BUREN AZ MK                                        0864248.2 |
 OM0912| OM1025 COLUMBUS THE BORDEN CO STACK        APPROX. 6.5 KM 2342038.7 |
 OM0912| CI9129 BUREN RM 2                           11.820 METERS 26715     |
 OM0912| OM1021 FALL RIVER MUNICIPAL TANK           APPROX. 7.5 KM 2774848.6 |
 OM0912|---------------------------------------------------------------------|
 OM0912
 OM0912                          SUPERSEDED SURVEY CONTROL
 OM0912
 OM0912  NAD 83(1986)-  43 22 43.35798(N)    088 57 26.42219(W) AD(       ) 2
 OM0912  NAD 27      -  43 22 43.39490(N)    088 57 26.03000(W) AD(       ) 2
 OM0912
 OM0912.Superseded values are not recommended for survey control.
 OM0912
 OM0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0912.See file dsdata.pdf to determine how the superseded data were derived.
 OM0912
 OM0912_MARKER: DS = TRIANGULATION STATION DISK
 OM0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0912_STAMPING: BUREN 1958
 OM0912_MARK LOGO: CGS
 OM0912_PROJECTION: FLUSH
 OM0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0912+STABILITY: SURFACE MOTION
 OM0912
 OM0912  HISTORY     - Date     Condition        Report By
 OM0912  HISTORY     - 1958     MONUMENTED       CGS
 OM0912
 OM0912                          STATION DESCRIPTION
 OM0912
 OM0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0912'THE STATION IS ABOUT 4 MILES NORTHEAST OF COLUMBUS, ABOUT
 OM0912'8 MILES SOUTHWEST OF BEAVER DAM AND ON A HIGH BANK ON THE
 OM0912'SOUTH SIDE OF COUNTY ROAD S.  IT IS IN SEC. 33, T 11 N, R 13
 OM0912'E, ON THE COUNTY ROAD RIGHT-OF-WAY.  IT IS 4 FEET NORTH OF
 OM0912'A TELEPHONE POLE, 119 FEET SOUTH OF THE CENTERLINE OF COUNTY
 OM0912'ROAD S AND 5 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 OM0912'MONUMENT IS FLUSH AND THE DISK IS STAMPED BUREN 1958.
 OM0912'
 OM0912'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OM0912'151 AND U.S. HIGHWAY 16 IN COLUMBUS, GO NORTHEAST ON U.S.
 OM0912'HIGHWAY 151 FOR 4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 OM0912'AND GO EAST ON COUNTY ROAD S FOR 0.15 MILE TO THE STATION
 OM0912'ON THE RIGHT AS DESCRIBED.
 OM0912'
 OM0912'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON COUNTY
 OM0912'ROAD S FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 OM0912'DESCRIBED.
 OM0912'
 OM0912'REFERENCE MARK 1 IS 117 FEET SOUTH OF THE CENTERLINE OF
 OM0912'COUNTY ROAD S, 41 FEET EAST OF A TELEPHONE POLE AND 44 FEET
 OM0912'EAST OF A WHITE WITNESS POST.  IT IS ON THE NORTHEAST SLOPE
 OM0912'OF A HIGH BANK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0912'BUREN NO 1 1958.
 OM0912'
 OM0912'REFERENCE MARK 2 IS 40 FEET WEST OF A TELEPHONE POLE, 38
 OM0912'FEET WEST OF A WHITE WITNESS POST AND 120 FEET SOUTH OF THE
 OM0912'CENTERLINE OF COUNTY ROAD S.  THE MONUMENT IS FLUSH AND THE
 OM0912'DISK IS STAMPED BUREN NO 2 1958.
 OM0912'
 OM0912'THE AZIMUTH MARK IS 3 FEET WEST OF A WHITE WITNESS POST, 32
 OM0912'FEET NORTH OF THE CENTERLINE OF COUNTY ROAD S, 18 FEET WEST
 OM0912'OF A 24 INCH TWIN MAPLE TREE AND 28 FEET SOUTH OF AN 18 INCH
 OM0912'APPLE TREE.  IT IS ON THE PROPERTY OF MR. OSCAR RAKE.  THE
 OM0912'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED BUREN 1958.
 OM0912'
 OM0912'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8431 ***********************************************************************
 AB8431  DESIGNATION -  BURGESS
 AB8431  PID         -  AB8431
 AB8431  STATE/COUNTY-  WI/BURNETT
 AB8431  COUNTRY     -  US
 AB8431  USGS QUAD   -  POQUETTES LAKE (2018)
 AB8431
 AB8431                         *CURRENT SURVEY CONTROL
 AB8431  ______________________________________________________________________
 AB8431* NAD 83(2011) POSITION- 45 48 55.05215(N) 092 05 00.05253(W)   ADJUSTED
 AB8431* NAD 83(2011) ELLIP HT-   296.879 (meters)        (06/27/12)   ADJUSTED
 AB8431* NAD 83(2011) EPOCH   -  2010.00
 AB8431* NAVD 88 ORTHO HEIGHT -   324.7   (meters)     1065.    (feet) GPS OBS
 AB8431  ______________________________________________________________________
 AB8431  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8431  GEOID HEIGHT    -        -27.283 (meters)                     GEOID93
 AB8431  GEOID HEIGHT    -        -27.817 (meters)                     GEOID18
 AB8431  NAD 83(2011) X  -   -161,891.001 (meters)                     COMP
 AB8431  NAD 83(2011) Y  - -4,450,328.575 (meters)                     COMP
 AB8431  NAD 83(2011) Z  -  4,551,175.194 (meters)                     COMP
 AB8431  LAPLACE CORR    -        -12.60  (seconds)                    DEFLEC18
 AB8431
 AB8431  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8431  Standards:
 AB8431         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8431            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8431  -------------------------------------------------------------------
 AB8431  NETWORK    1.46   2.35           0.66   0.51   1.20      0.07729753
 AB8431  -------------------------------------------------------------------
 AB8431  Click here for local accuracies and other accuracy information.
 AB8431
 AB8431.The horizontal coordinates were established by GPS observations
 AB8431.and adjusted by the National Geodetic Survey in June 2012.
 AB8431
 AB8431.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8431.been affixed to the stable North American tectonic plate. See 
 AB8431.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8431
 AB8431.The horizontal coordinates are valid at the epoch date displayed above
 AB8431.which is a decimal equivalence of Year/Month/Day.
 AB8431
 AB8431.The orthometric height was determined by GPS observations and a
 AB8431.high-resolution geoid model.
 AB8431
 AB8431.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8431.GEOID18 height accuracy estimate available here.
 AB8431
 AB8431.Click photographs - Photos may exist for this station.
 AB8431
 AB8431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8431
 AB8431.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8431
 AB8431.The ellipsoidal height was determined by GPS observations
 AB8431.and is referenced to NAD 83.
 AB8431
 AB8431. The following values were computed from the NAD 83(2011) position.
 AB8431
 AB8431;                    North         East     Units Scale Factor Converg.
 AB8431;SPC WI N     -    74,213.940   438,105.212   MT  0.99996417   -1 30 10.3
 AB8431;SPC WI N     -   243,483.57  1,437,350.18   sFT  0.99996417   -1 30 10.3
 AB8431;UTM  15      - 5,073,934.050   571,214.217   MT  0.99966235   +0 39 26.5
 AB8431
 AB8431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8431!SPC WI N     -   0.99995346  x   0.99996417  =   0.99991763
 AB8431!UTM  15      -   0.99995346  x   0.99966235  =   0.99961583
 AB8431
 AB8431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7121473934(NAD 83)
 AB8431
 AB8431                          SUPERSEDED SURVEY CONTROL
 AB8431
 AB8431  NAD 83(2007)-  45 48 55.05224(N)    092 05 00.05323(W) AD(2002.00) 0
 AB8431  ELLIP H (02/10/07)  296.913  (m)                       GP(2002.00)    
 AB8431  NAD 83(1997)-  45 48 55.05226(N)    092 05 00.05405(W) AD(       ) 1
 AB8431  ELLIP H (01/30/03)  296.936  (m)                       GP(       ) 4 1
 AB8431  NAD 83(1991)-  45 48 55.05157(N)    092 05 00.05138(W) AD(       ) 1
 AB8431  ELLIP H (12/09/96)  296.970  (m)                       GP(       ) 4 1
 AB8431
 AB8431.Superseded values are not recommended for survey control.
 AB8431
 AB8431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8431.See file dsdata.pdf to determine how the superseded data were derived.
 AB8431
 AB8431_MARKER: DD = SURVEY DISK
 AB8431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8431+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB8431
 AB8431  HISTORY     - Date     Condition        Report By
 AB8431  HISTORY     - 1992     MONUMENTED       WI-013
 AB8431
 AB8431                          STATION DESCRIPTION
 AB8431
 AB8431'DESCRIBED BY BURNETT COUNTY WISCONSIN 1992
 AB8431'THE STATION IS LOCATED 2.5 MI (4.0 KM) WEST OF THE INTERSECTION OF
 AB8431'STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO COUNTY
 AB8431'LINE ROAD) IN GOVERNMENT LOT 3, SECTION 3, T38N, R14W, TOWN OF DEWEY.
 AB8431'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY LINE ROAD AND
 AB8431'STATE HIGHWAY 70 (AT THE BURNETT AND WASHBURN COUNTY LINE) GO WEST
 AB8431'ALONG HIGHWAY 70 2.5 MI (4.0 KM) TO THE STATION LOCATED 75 FEET (22.9
 AB8431'M) SOUTH OF HIGHWAY 70, 30 FEET (9.1 M) WEST OF FIELD ACCESS, NEAR
 AB8431'NORTH QUARTER CORNER OF SECTION 3, T39N, R14W. FIBERGLASS WITNESS POST
 AB8431'SET 6 FEET (1.8 M) NORTH OF THE STATION.  THE STATION MARKER IS SET IN
 AB8431'A 20 CM DIAMETER CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1075 ***********************************************************************
 OM1075  DESIGNATION -  BURKE
 OM1075  PID         -  OM1075
 OM1075  STATE/COUNTY-  WI/DANE
 OM1075  COUNTRY     -  US
 OM1075  USGS QUAD   -  MADISON EAST (2018)
 OM1075
 OM1075                         *CURRENT SURVEY CONTROL
 OM1075  ______________________________________________________________________
 OM1075* NAD 83(1991) POSITION- 43 06 59.12660(N) 089 16 52.85127(W)   ADJUSTED
 OM1075* NAVD 88 ORTHO HEIGHT -   319.    (meters)     1047.    (feet) SCALED
 OM1075  ______________________________________________________________________
 OM1075  GEOID HEIGHT    -        -34.489 (meters)                     GEOID18
 OM1075  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 OM1075  HORZ ORDER      -  SECOND
 OM1075
 OM1075.The horizontal coordinates were established by classical geodetic methods
 OM1075.and adjusted by the National Geodetic Survey in November 1991.
 OM1075
 OM1075.The orthometric height was scaled from a topographic map.
 OM1075
 OM1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1075.GEOID18 height accuracy estimate available here.
 OM1075
 OM1075.Click photographs - Photos may exist for this station.
 OM1075
 OM1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1075
 OM1075. The following values were computed from the NAD 83(1991) position.
 OM1075
 OM1075;                    North         East     Units Scale Factor Converg.
 OM1075;SPC WI S     -   124,275.901   658,484.903   MT  0.99994484   +0 29 37.6
 OM1075;SPC WI S     -   407,728.52  2,160,379.22   sFT  0.99994484   +0 29 37.6
 OM1075;UTM  16      - 4,776,269.809   314,399.282   MT  1.00002378   -1 33 34.9
 OM1075
 OM1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1075!SPC WI S     -   0.99995539  x   0.99994484  =   0.99990023
 OM1075!UTM  16      -   0.99995539  x   1.00002378  =   0.99997917
 OM1075
 OM1075:                Primary Azimuth Mark                     Grid Az
 OM1075:SPC WI S     -  BURKE AZ MK                              187 16 37.9
 OM1075:UTM  16      -  BURKE AZ MK                              189 19 50.4
 OM1075
 OM1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1439976269(NAD 83)
 OM1075
 OM1075|---------------------------------------------------------------------|
 OM1075| PID    Reference Object                     Distance      Geod. Az  |
 OM1075|                                                           dddmmss.s |
 OM1075| CI9131 BURKE RM 1                           19.273 METERS 01620     |
 OM1075| CI9132 BURKE RM 2                           20.493 METERS 16547     |
 OM1075| CI9130 BURKE AZ MK                                        1874615.5 |
 OM1075| OM1077 RNG MADISON RADIO MSN               APPROX. 1.1 KM 2222655.5 |
 OM1075| OM1082 MADISON ST RAPHAELS CH SPIRE        APPROX. 9.8 KM 2395902.8 |
 OM1075| OM1170 BLUE MOUNDS RAD WIBA FM TWR         APPROX.47.3 KM 2582020.5 |
 OM1075| OM1057 AIRPORT BCN TRUAX FLD MADISON       APPROX. 4.5 KM 3043721.0 |
 OM1075|---------------------------------------------------------------------|
 OM1075
 OM1075                          SUPERSEDED SURVEY CONTROL
 OM1075
 OM1075  NAD 83(1986)-  43 06 59.11844(N)    089 16 52.85434(W) AD(       ) 2
 OM1075  NAD 27      -  43 06 59.13090(N)    089 16 52.44270(W) AD(       ) 2
 OM1075
 OM1075.Superseded values are not recommended for survey control.
 OM1075
 OM1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1075.See file dsdata.pdf to determine how the superseded data were derived.
 OM1075
 OM1075_MARKER: DD = SURVEY DISK
 OM1075_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM1075_STAMPING: BURKE 1876 1958
 OM1075_MARK LOGO: USGS
 OM1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1075
 OM1075  HISTORY     - Date     Condition        Report By
 OM1075  HISTORY     - 1958     MONUMENTED       USGS
 OM1075  HISTORY     - 19950429 GOOD             USPSQD
 OM1075
 OM1075                          STATION DESCRIPTION
 OM1075
 OM1075'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 OM1075'THE SURFACE MARK, A 4 FOOT PIPE WITH A USGS MARK IN THE TOP,
 OM1075'WAS FOUND LEANING AND WAS DUG OUT IN THE SEARCH FOR AN UNDERGROUND
 OM1075'MARK.  THE UNDERGROUND MARK WAS AN EARTHENWARE POT WHICH WAS
 OM1075'BROKEN DURING THE DIGGING, BUT ENOUGH OF THE POT WAS INTACT TO
 OM1075'OBTAIN THE CENTER.  IT WAS ABOUT 4 FEET BELOW THE SURFACE.  THE
 OM1075'POT WAS TAKEN OUT AND A STANDARD UNDERGROUND MARK WAS SET IN THE
 OM1075'SAME PLACE.
 OM1075'
 OM1075'THE STATION IS ABOUT 7 MILES NORTHEAST OF MADISON, 6 MILES
 OM1075'SOUTHWEST OF SUN PRAIRIE AND 5 MILES NORTHWEST OF COTTAGE GROVE
 OM1075'ON THE PROPERTY OF MRS. ELLEN LARSON.  IT IS 18 FEET WEST OF A
 OM1075'WHITE WITNESS POST, 18 FEET WEST OF A WIRE FENCE, 31 FEET
 OM1075'SOUTHEAST OF AN 18 INCH TREE WITH A TRIANGULAR BLAZE ON THE EAST
 OM1075'SIDE, AND 27 FEET NORTHWEST OF A 6 INCH TREE.  THE MONUMENT
 OM1075'IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED BURKE
 OM1075'(USGS) 1876 1958.
 OM1075'
 OM1075'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 OM1075'STATE HIGHWAY 30, JUST EAST OF MADISON, GO EAST ON HIGHWAY
 OM1075'30 FOR 1.65 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 OM1075'EAST ON HIGHWAY 30 FOR 0.35 MILE TO A PAVED SIDE ROAD LEFT.
 OM1075'TURN LEFT AND GO NORTH ON FELLAND ROAD FOR 0.55 MILE TO A
 OM1075'GRAVELED DRIVEWAY LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED
 OM1075'DRIVEWAY FOR 0.5 MILE TO A FARMHOUSE.  TURN RIGHT AND THEN
 OM1075'LEFT AND GO WEST ALONG THE EDGE OF A FIELD FOR 0.2 MILE TO A
 OM1075'FENCE CORNER.  TURN RIGHT AND GO NORTH ALONG THE FENCE FOR
 OM1075'0.1 MILE TO THE STATION ON THE WEST SIDE OF THE FENCE.
 OM1075'
 OM1075'REFERENCE MARK 1 IS 1 FOOT WEST OF A WIRE FENCE, 60 FEET
 OM1075'NORTH OF A WHITE WITNESS POST AND 49 FEET NORTHEAST OF AN 18
 OM1075'INCH TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE.  THE MONUMENT
 OM1075'PROJECTS 1 INCH AND THE DISK IS STAMPED BURKE (USGS) NO 1 1876.
 OM1075'1958.
 OM1075'
 OM1075'REFERENCE MARK 2 IS 6 INCHES WEST OF A WIRE FENCE, 43 FEET SOUTH
 OM1075'OF A 6 INCH TREE, AND 21 FEET NORTH OF A 6 INCH CHERRY TREE.
 OM1075'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BURKE
 OM1075'(USGS) NO 2 1876 1958.
 OM1075'
 OM1075'THE AZIMUTH MARK IS 5 FEET WEST OF A WHITE WITNESS POST, 54 FEET
 OM1075'WEST OF A TELEPHONE POLE, 109 FEET NORTH OF THE CENTERLINE OF
 OM1075'STATE HIGHWAY 30, AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT
 OM1075'PROJECTS 3 INCHES AND THE DISK IS STAMPED BURKE (USGS) 1876 1958.
 OM1075'
 OM1075'(DIFFERENCE IN ELEVATION) BURKE (USGS) 1876-BURKE (USGS) 1876
 OM1075'1958--0.630 METERS
 OM1075'
 OM1075'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM1075
 OM1075                          STATION RECOVERY (1995)
 OM1075
 OM1075'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM1075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0587 ***********************************************************************
 PO0587  DESIGNATION -  BURKE
 PO0587  PID         -  PO0587
 PO0587  STATE/COUNTY-  WI/MONROE
 PO0587  COUNTRY     -  US
 PO0587  USGS QUAD   -  CATARACT (2018)
 PO0587
 PO0587                         *CURRENT SURVEY CONTROL
 PO0587  ______________________________________________________________________
 PO0587* NAD 83(1996) POSITION- 44 01 18.89715(N) 090 49 33.43192(W)   ADJUSTED
 PO0587* NAVD 88 ORTHO HEIGHT -   415.4   (meters)     1363.    (feet) VERTCON3
 PO0587  ______________________________________________________________________
 PO0587  GEOID HEIGHT    -        -33.035 (meters)                     GEOID18
 PO0587  LAPLACE CORR    -         -8.89  (seconds)                    DEFLEC18
 PO0587  HORZ ORDER      -  SECOND
 PO0587
 PO0587.The horizontal coordinates were established by classical geodetic methods
 PO0587.and adjusted by the National Geodetic Survey in March 1999.
 PO0587
 PO0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0587
 PO0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0587.GEOID18 height accuracy estimate available here.
 PO0587
 PO0587.Click photographs - Photos may exist for this station.
 PO0587
 PO0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0587
 PO0587. The following values were computed from the NAD 83(1996) position.
 PO0587
 PO0587;                    North         East     Units Scale Factor Converg.
 PO0587;SPC WI S     -   224,950.146   533,779.484   MT  0.99999122   -0 34 03.1
 PO0587;SPC WI S     -   738,023.94  1,751,241.52   sFT  0.99999122   -0 34 03.1
 PO0587;UTM  15      - 4,876,604.797   674,239.581   MT  0.99997340   +1 30 40.3
 PO0587
 PO0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0587!SPC WI S     -   0.99994005  x   0.99999122  =   0.99993127
 PO0587!UTM  15      -   0.99994005  x   0.99997340  =   0.99991345
 PO0587
 PO0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7423976604(NAD 83)
 PO0587
 PO0587|---------------------------------------------------------------------|
 PO0587| PID    Reference Object                     Distance      Geod. Az  |
 PO0587|                                                           dddmmss.s |
 PO0587| PO0588 CATARACT LOT                        380.462 METERS 06535     |
 PO0587| CJ4360 BURKE RM 1                            5.547 METERS 14647     |
 PO0587| CJ4361 BURKE RM 2                            8.961 METERS 28734     |
 PO0587|---------------------------------------------------------------------|
 PO0587
 PO0587                          SUPERSEDED SURVEY CONTROL
 PO0587
 PO0587  NAD 83(1991)-  44 01 18.89733(N)    090 49 33.43149(W) AD(       ) 2
 PO0587  NAD 83(1986)-  44 01 18.89369(N)    090 49 33.43801(W) AD(       ) 2
 PO0587  NAD 27      -  44 01 19.02494(N)    090 49 32.95793(W) AD(       ) 2
 PO0587  NGVD 29 (07/19/86)  415.5    (m)         1363.     (f) VERT ANG       
 PO0587
 PO0587.Superseded values are not recommended for survey control.
 PO0587
 PO0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0587.See file dsdata.pdf to determine how the superseded data were derived.
 PO0587
 PO0587_MARKER: DD = SURVEY DISK
 PO0587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PO0587+WITH SETTING: INFORMATION.
 PO0587_STAMPING: BURKE 1968
 PO0587_MARK LOGO: USGS
 PO0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0587
 PO0587  HISTORY     - Date     Condition        Report By
 PO0587  HISTORY     - 1968     MONUMENTED       USGS
 PO0587
 PO0587                          STATION DESCRIPTION
 PO0587
 PO0587'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (DLH)
 PO0587'THE STATION IS ABOUT 5.5 MI N. OF SPARTA, ABOUT 2.0 MI E. OF
 PO0587'WISC. HWY. 27 AND 1.0 MI W. OF CO. RD. B, IN THE SW. QUARTER OF
 PO0587'SEC. 23, T. 18 N., R. 4 W., ON LAND OWNED BY MR. LEO D. BURKE,
 PO0587'ON THE SUMMIT OF A SMALL KNOLL IN THE NW. PART OF A GRAVEL PIT.
 PO0587'
 PO0587'TO REACH THE STATION FROM THE POST OFFICE IN SPARTA, GO E. ONE
 PO0587'BLOCK TO THE INTERSECTION OF MAIN AND WATER STREETS, TURN LEFT
 PO0587'(N.) AND GO 0.4 MI TO THE JCT. OF WISC. HWY. 21 AND CO. RD. B,
 PO0587'CONTINUE N. ON CO. RD. B FOR 4.6 MI, TURN LEFT ON GRAVEL RD. FOR
 PO0587'0.1 MI TO THE RESIDENCE OF MR. BURKE ON THE LEFT SIDE OF THE RD.,
 PO0587'CONTINUE 0.5 MI TO THE JCT. OF A PRIVATE DIRT RD., TURN LEFT AND
 PO0587'PROCEED UPHILL 0.3 MI TO THE GRAVEL PIT, CONTINUE THROUGH THE
 PO0587'GRAVEL PIT FOR 0.2 MI TO THE END OF THE RD. NEAR THE SE. SIDE
 PO0587'OF THE KNOLL.  WALK TO THE CREST AND TO THE STATION.
 PO0587'
 PO0587'STATION MARK, A STANDARD TABLET CRIMPED ON COPPER WELD RODS
 PO0587'DRIVEN TO RESISTANCE AND SET AT GROUND LEVEL IN A 5 IN. DIAMETER
 PO0587'TILE FILLED WITH GRAVEL, IS STAMPED BURKE 1968.  THE STATION MARK
 PO0587'IS ON THE CREST IN THE N. CENTRAL PART OF THE 30 FT DIAMETER
 PO0587'ROUND SHAPED KNOLL, AND 6 FT S. OF THE N. RIM.
 PO0587'
 PO0587'REFERENCE MARK NO. 1, A STANDARD TABLET STAMPED BURKE NO 1 IS
 PO0587'IN A SMALL DEPRESSION NEAR THE SE. RIM OF THE KNOLL.
 PO0587'
 PO0587'REFERENCE MARK NO. 2, A STANDARD TABLET STAMPED BURKE NO 2 IS
 PO0587'ON THE NW. SLOPE OF THE KNOLL LEADING FROM THE CREST TO LOWER
 PO0587'GROUND.
 PO0587'
 PO0587'NO AZIMUTH MARK WAS SET.  ANGLES FOR AZIMUTH WERE TURNED TO THE
 PO0587'CATARACT LOOKOUT TOWER, ABOUT 0.5 MI NE., POINTING TO THE FINIAL
 PO0587'OF THE TOWER.
 PO0587'
 PO0587'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4837 ***********************************************************************
 DG4837  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4837  DESIGNATION -  BURKE E GPS
 DG4837  PID         -  DG4837
 DG4837  STATE/COUNTY-  WI/DANE
 DG4837  COUNTRY     -  US
 DG4837  USGS QUAD   -  DE FOREST (2018)
 DG4837
 DG4837                         *CURRENT SURVEY CONTROL
 DG4837  ______________________________________________________________________
 DG4837* NAD 83(2011) POSITION- 43 08 35.06221(N) 089 16 10.94871(W)   ADJUSTED
 DG4837* NAD 83(2011) ELLIP HT-   247.552 (meters)        (06/27/12)   ADJUSTED
 DG4837* NAD 83(2011) EPOCH   -  2010.00
 DG4837* NAVD 88 ORTHO HEIGHT -   282.11  (meters)      925.6   (feet) GPS OBS
 DG4837  ______________________________________________________________________
 DG4837  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4837  GEOID HEIGHT    -        -34.562 (meters)                     GEOID12A
 DG4837  GEOID HEIGHT    -        -34.562 (meters)                     GEOID18
 DG4837  NAD 83(2011) X  -     59,411.060 (meters)                     COMP
 DG4837  NAD 83(2011) Y  - -4,660,900.743 (meters)                     COMP
 DG4837  NAD 83(2011) Z  -  4,339,282.034 (meters)                     COMP
 DG4837  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 DG4837
 DG4837  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4837  Standards:
 DG4837         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4837            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4837  -------------------------------------------------------------------
 DG4837  NETWORK    0.37   0.49           0.17   0.13   0.25     -0.02316101
 DG4837  -------------------------------------------------------------------
 DG4837  Click here for local accuracies and other accuracy information.
 DG4837
 DG4837.The horizontal coordinates were established by GPS observations
 DG4837.and adjusted by the National Geodetic Survey in June 2012.
 DG4837
 DG4837.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4837.been affixed to the stable North American tectonic plate. See 
 DG4837.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4837
 DG4837.The horizontal coordinates are valid at the epoch date displayed above
 DG4837.which is a decimal equivalence of Year/Month/Day.
 DG4837
 DG4837.The orthometric height was determined by GPS observations and a
 DG4837.high-resolution geoid model using precise GPS observation and
 DG4837.processing techniques.
 DG4837
 DG4837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4837.GEOID18 height accuracy estimate available here.
 DG4837
 DG4837.Click photographs - Photos may exist for this station.
 DG4837
 DG4837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4837
 DG4837.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4837
 DG4837.The ellipsoidal height was determined by GPS observations
 DG4837.and is referenced to NAD 83.
 DG4837
 DG4837. The following values were computed from the NAD 83(2011) position.
 DG4837
 DG4837;                    North         East     Units Scale Factor Converg.
 DG4837;SPC WI S     -   127,244.404   659,406.199   MT  0.99994265   +0 30 06.4
 DG4837;SPC WI S     -   417,467.68  2,163,401.84   sFT  0.99994265   +0 30 06.4
 DG4837;UTM  16      - 4,779,203.613   315,426.456   MT  1.00001910   -1 33 09.1
 DG4837
 DG4837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4837!SPC WI S     -   0.99996118  x   0.99994265  =   0.99990383
 DG4837!UTM  16      -   0.99996118  x   1.00001910  =   0.99998028
 DG4837
 DG4837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1542679203(NAD 83)
 DG4837
 DG4837                          SUPERSEDED SURVEY CONTROL
 DG4837
 DG4837  NAD 83(2007)-  43 08 35.06222(N)    089 16 10.94962(W) AD(2002.00) 0
 DG4837  ELLIP H (02/10/07)  247.582  (m)                       GP(2002.00)    
 DG4837  NAD 83(1997)-  43 08 35.06201(N)    089 16 10.95005(W) AD(       ) 1
 DG4837  ELLIP H (04/02/04)  247.578  (m)                       GP(       ) 4 1
 DG4837  NAVD 88 (07/26/07)  282.10   (m)  UNKNOWN  model used  GPS OBS        
 DG4837  NAVD 88 (04/02/04)  282.06   (m)  GEOID03  model used  GPS OBS        
 DG4837
 DG4837.Superseded values are not recommended for survey control.
 DG4837
 DG4837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4837.See file dsdata.pdf to determine how the superseded data were derived.
 DG4837
 DG4837_MARKER: DD = SURVEY DISK
 DG4837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4837_STAMPING: BURKE E GPS 2002
 DG4837_MARK LOGO: WIDT
 DG4837_PROJECTION: FLUSH
 DG4837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4837+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2007
 DG4837
 DG4837  HISTORY     - Date     Condition        Report By
 DG4837  HISTORY     - 2001     MONUMENTED       WIDT
 DG4837  HISTORY     - 20070409 GOOD             WIDT
 DG4837
 DG4837                          STATION DESCRIPTION
 DG4837
 DG4837'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4837'THE STATION IS LOCATED ABOUT 10 KM NORTHEAST OF MADISON, 9 KM
 DG4837'NORTHWEST OF COTTAGE GROVE, AND 6 KM SOUTHWEST OF SUN PRAIRIE.
 DG4837'OWNERSHIP--TOWN OF BURKE. TO REACH THE STATION FROM THE JUNCTION OF
 DG4837'INTERSTATE 39, INTERSTATE 90, AND INTERSTATE 94 WITH US HIGHWAY 151 IN
 DG4837'THE CITY OF MADISON, GO NORTHEAST ON US HIGHWAY 151 FOR 1.0 KM TO THE
 DG4837'EXIT FOR NELSON ROAD, EXIT RIGHT AND GO SOUTHEAST, THEN EAST ON NELSON
 DG4837'ROAD FOR 1.0 KM TO FELLAND ROAD ON THE RIGHT, CONTINUE EAST ON NELSON
 DG4837'ROAD FOR 0.5 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DG4837'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DG4837'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DG4837'OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 12.8 M
 DG4837'SOUTH OF THE CENTERLINE OF NELSON ROAD, 0.3 KM WEST OF REINER ROAD, 32
 DG4837'M EAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --6002 NELSON
 DG4837'ROAD-- (MADISON PRAIRIE LANDFILL), 23.7 M WEST OF POWER POLE --8-10-23
 DG4837'45/25--, AND 10.1 M EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
 DG4837'---NOTE---THE STATION IS  SOUTH, NORTHWEST AND NORTHEAST OF THREE
 DG4837'ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DG4837'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DG4837'HORIZON EXCEPT FOR A TREE TO THE NORTHEAST EXTENDING TO 30 DEGREES.
 DG4837
 DG4837                          STATION RECOVERY (2007)
 DG4837
 DG4837'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9805 ***********************************************************************
 DF9805  DESIGNATION -  BURKE N GPS
 DF9805  PID         -  DF9805
 DF9805  STATE/COUNTY-  WI/DANE
 DF9805  COUNTRY     -  US
 DF9805  USGS QUAD   -  DE FOREST (2018)
 DF9805
 DF9805                         *CURRENT SURVEY CONTROL
 DF9805  ______________________________________________________________________
 DF9805* NAD 83(2011) POSITION- 43 11 12.50171(N) 089 19 25.20739(W)   ADJUSTED
 DF9805* NAD 83(2011) ELLIP HT-   234.862 (meters)        (06/27/12)   ADJUSTED
 DF9805* NAD 83(2011) EPOCH   -  2010.00
 DF9805* NAVD 88 ORTHO HEIGHT -   269.504 (meters)      884.20  (feet) ADJUSTED
 DF9805  ______________________________________________________________________
 DF9805  GEOID HEIGHT    -        -34.648 (meters)                     GEOID18
 DF9805  NAD 83(2011) X  -     54,982.088 (meters)                     COMP
 DF9805  NAD 83(2011) Y  - -4,657,621.720 (meters)                     COMP
 DF9805  NAD 83(2011) Z  -  4,342,817.274 (meters)                     COMP
 DF9805  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 DF9805  DYNAMIC HEIGHT  -        269.432 (meters)      883.96  (feet) COMP
 DF9805  MODELED GRAVITY -    980,345.3   (mgal)                       NAVD 88
 DF9805
 DF9805  VERT ORDER      -  SECOND    CLASS I
 DF9805
 DF9805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9805  Standards:
 DF9805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9805  -------------------------------------------------------------------
 DF9805  NETWORK    0.24   0.35           0.11   0.08   0.18      0.09235405
 DF9805  -------------------------------------------------------------------
 DF9805  Click here for local accuracies and other accuracy information.
 DF9805
 DF9805.The horizontal coordinates were established by GPS observations
 DF9805.and adjusted by the National Geodetic Survey in June 2012.
 DF9805
 DF9805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9805.been affixed to the stable North American tectonic plate. See 
 DF9805.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9805
 DF9805.The horizontal coordinates are valid at the epoch date displayed above
 DF9805.which is a decimal equivalence of Year/Month/Day.
 DF9805
 DF9805.The orthometric height was determined by differential leveling and
 DF9805.adjusted by the WI DEPT OF TRANSP
 DF9805.in May 2012.
 DF9805
 DF9805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9805.GEOID18 height accuracy estimate available here.
 DF9805
 DF9805.Click photographs - Photos may exist for this station.
 DF9805
 DF9805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9805
 DF9805.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9805
 DF9805.The ellipsoidal height was determined by GPS observations
 DF9805.and is referenced to NAD 83.
 DF9805
 DF9805.The dynamic height is computed by dividing the NAVD 88
 DF9805.geopotential number by the normal gravity value computed on the
 DF9805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9805.degrees latitude (g = 980.6199 gals.).
 DF9805
 DF9805.The modeled gravity was interpolated from observed gravity values.
 DF9805
 DF9805. The following values were computed from the NAD 83(2011) position.
 DF9805
 DF9805;                    North         East     Units Scale Factor Converg.
 DF9805;SPC WI S     -   132,065.516   654,977.415   MT  0.99993952   +0 27 53.0
 DF9805;SPC WI S     -   433,284.95  2,148,871.74   sFT  0.99993952   +0 27 53.0
 DF9805;UTM  16      - 4,784,180.864   311,173.015   MT  1.00003864   -1 35 26.7
 DF9805
 DF9805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9805!SPC WI S     -   0.99996317  x   0.99993952  =   0.99990269
 DF9805!UTM  16      -   0.99996317  x   1.00003864  =   1.00000181
 DF9805
 DF9805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1117384180(NAD 83)
 DF9805
 DF9805                          SUPERSEDED SURVEY CONTROL
 DF9805
 DF9805  NAD 83(2007)-  43 11 12.50172(N)    089 19 25.20827(W) AD(2002.00) 0
 DF9805  ELLIP H (02/10/07)  234.895  (m)                       GP(2002.00)    
 DF9805  NAD 83(1997)-  43 11 12.50149(N)    089 19 25.20881(W) AD(       ) 1
 DF9805  ELLIP H (04/02/04)  234.895  (m)                       GP(       ) 4 1
 DF9805  NAVD 88             269.48   (m)          884.1    (f) LEVELING    3  
 DF9805  NAVD 88 (04/20/07)  269.484  (m)          884.13   (f) SUPERSEDED  2 1
 DF9805  NAVD 88             269.45   (m)          884.0    (f) LEVELING    3  
 DF9805  NAVD 88 (02/25/04)  269.450  (m)          884.02   (f) SUPERSEDED  2 1
 DF9805
 DF9805.Superseded values are not recommended for survey control.
 DF9805
 DF9805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9805.See file dsdata.pdf to determine how the superseded data were derived.
 DF9805
 DF9805_MARKER: DD = SURVEY DISK
 DF9805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9805_STAMPING: BURKE N GPS 2002
 DF9805_MARK LOGO: WIDT
 DF9805_PROJECTION: FLUSH
 DF9805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9805+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2012
 DF9805
 DF9805  HISTORY     - Date     Condition        Report By
 DF9805  HISTORY     - 2001     MONUMENTED       WIDT
 DF9805  HISTORY     - 2004     GOOD             WIDT
 DF9805  HISTORY     - 20060211 GOOD             USPSQD
 DF9805  HISTORY     - 20070409 GOOD             WIDT
 DF9805  HISTORY     - 20120702 GOOD             WIDT
 DF9805
 DF9805                          STATION DESCRIPTION
 DF9805
 DF9805'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9805'THE STATION IS LOCATED ABOUT 11 KM EAST OF WAUNAKEE, 9 KM WEST OF SUN
 DF9805'PRAIRIE, AND 6 KM NORTH OF MADISON.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9805'OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF US
 DF9805'HIGHWAY 51 WITH STATE HIGHWAY 19 ABOUT 9 KM WEST OF THE CITY OF SUN
 DF9805'PRAIRIE, GO SOUTH ON US HIGHWAY 51 FOR 0.9 KM TO THE STATION ON THE
 DF9805'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9805'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9805'DIAMETER CONCRETE POST AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9805'THE STATION IS 23.4 M EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 DF9805'OF US HIGHWAY 51, 51.6 M NORTH OF THE CENTERLINE OF A PARK ENTRANCE,
 DF9805'35.7 M NORTHEAST OF A WOOD POST FOR A --JUNCTION STATE HIGHWAY 19--
 DF9805'SIGN, 33.8 M SOUTH-SOUTHEAST OF A WOOD POST FOR A --SPEED LIMIT 55--
 DF9805'SIGN, AND 6 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DF9805'SOUTHWEST, NORTHWEST AND EAST OF THREE ORANGE 4X4 PLASTIC WITNESS
 DF9805'POSTS.    ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9805'HIGHER THAN 20 DEGREES.
 DF9805
 DF9805                          STATION RECOVERY (2004)
 DF9805
 DF9805'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9805'RECOVERED AS DESCRIBED.
 DF9805
 DF9805                          STATION RECOVERY (2006)
 DF9805
 DF9805'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 DF9805'RECOVERED IN GOOD CONDITION.
 DF9805
 DF9805                          STATION RECOVERY (2007)
 DF9805
 DF9805'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9805'RECOVERED IN GOOD CONDITION.
 DF9805
 DF9805                          STATION RECOVERY (2012)
 DF9805
 DF9805'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9805'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9802 ***********************************************************************
 DF9802  DESIGNATION -  BURKE S GPS
 DF9802  PID         -  DF9802
 DF9802  STATE/COUNTY-  WI/DANE
 DF9802  COUNTRY     -  US
 DF9802  USGS QUAD   -  MADISON EAST (2018)
 DF9802
 DF9802                         *CURRENT SURVEY CONTROL
 DF9802  ______________________________________________________________________
 DF9802* NAD 83(2011) POSITION- 43 06 40.89382(N) 089 19 08.75490(W)   ADJUSTED
 DF9802* NAD 83(2011) ELLIP HT-   225.041 (meters)        (06/27/12)   ADJUSTED
 DF9802* NAD 83(2011) EPOCH   -  2010.00
 DF9802* NAVD 88 ORTHO HEIGHT -   259.483 (meters)      851.32  (feet) ADJUSTED
 DF9802  ______________________________________________________________________
 DF9802  GEOID HEIGHT    -        -34.451 (meters)                     GEOID18
 DF9802  NAD 83(2011) X  -     55,421.636 (meters)                     COMP
 DF9802  NAD 83(2011) Y  - -4,663,342.256 (meters)                     COMP
 DF9802  NAD 83(2011) Z  -  4,336,695.177 (meters)                     COMP
 DF9802  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 DF9802  DYNAMIC HEIGHT  -        259.415 (meters)      851.10  (feet) COMP
 DF9802  MODELED GRAVITY -    980,349.5   (mgal)                       NAVD 88
 DF9802
 DF9802  VERT ORDER      -  SECOND    CLASS I
 DF9802
 DF9802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9802  Standards:
 DF9802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9802  -------------------------------------------------------------------
 DF9802  NETWORK    0.50   0.63           0.23   0.17   0.32     -0.00212599
 DF9802  -------------------------------------------------------------------
 DF9802  Click here for local accuracies and other accuracy information.
 DF9802
 DF9802.The horizontal coordinates were established by GPS observations
 DF9802.and adjusted by the National Geodetic Survey in June 2012.
 DF9802
 DF9802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9802.been affixed to the stable North American tectonic plate. See 
 DF9802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9802
 DF9802.The horizontal coordinates are valid at the epoch date displayed above
 DF9802.which is a decimal equivalence of Year/Month/Day.
 DF9802
 DF9802.The orthometric height was determined by differential leveling and
 DF9802.adjusted by the WI DEPT OF TRANSP
 DF9802.in May 2012.
 DF9802
 DF9802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9802.GEOID18 height accuracy estimate available here.
 DF9802
 DF9802.Click photographs - Photos may exist for this station.
 DF9802
 DF9802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9802
 DF9802.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9802
 DF9802.The ellipsoidal height was determined by GPS observations
 DF9802.and is referenced to NAD 83.
 DF9802
 DF9802.The dynamic height is computed by dividing the NAVD 88
 DF9802.geopotential number by the normal gravity value computed on the
 DF9802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9802.degrees latitude (g = 980.6199 gals.).
 DF9802
 DF9802.The modeled gravity was interpolated from observed gravity values.
 DF9802
 DF9802. The following values were computed from the NAD 83(2011) position.
 DF9802
 DF9802;                    North         East     Units Scale Factor Converg.
 DF9802;SPC WI S     -   123,687.511   655,417.340   MT  0.99994528   +0 28 04.3
 DF9802;SPC WI S     -   405,798.11  2,150,315.06   sFT  0.99994528   +0 28 04.3
 DF9802;UTM  16      - 4,775,791.667   311,312.341   MT  1.00003800   -1 35 07.4
 DF9802
 DF9802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9802!SPC WI S     -   0.99996471  x   0.99994528  =   0.99990999
 DF9802!UTM  16      -   0.99996471  x   1.00003800  =   1.00000271
 DF9802
 DF9802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1131275791(NAD 83)
 DF9802
 DF9802                          SUPERSEDED SURVEY CONTROL
 DF9802
 DF9802  NAD 83(2007)-  43 06 40.89382(N)    089 19 08.75580(W) AD(2002.00) 0
 DF9802  ELLIP H (02/10/07)  225.072  (m)                       GP(2002.00)    
 DF9802  NAD 83(1997)-  43 06 40.89362(N)    089 19 08.75623(W) AD(       ) 1
 DF9802  ELLIP H (04/02/04)  225.070  (m)                       GP(       ) 4 1
 DF9802  NAVD 88             259.46   (m)          851.2    (f) LEVELING    3  
 DF9802  NAVD 88 (04/20/07)  259.464  (m)          851.26   (f) SUPERSEDED  2 1
 DF9802  NAVD 88             259.44   (m)          851.2    (f) LEVELING    3  
 DF9802  NAVD 88 (02/25/04)  259.435  (m)          851.16   (f) SUPERSEDED  2 1
 DF9802
 DF9802.Superseded values are not recommended for survey control.
 DF9802
 DF9802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9802.See file dsdata.pdf to determine how the superseded data were derived.
 DF9802
 DF9802_MARKER: DD = SURVEY DISK
 DF9802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9802_STAMPING: BURKE S GPS 2002
 DF9802_MARK LOGO: WIDT
 DF9802_PROJECTION: FLUSH
 DF9802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9802+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2019
 DF9802
 DF9802  HISTORY     - Date     Condition        Report By
 DF9802  HISTORY     - 2001     MONUMENTED       WIDT
 DF9802  HISTORY     - 20070409 GOOD             WIDT
 DF9802  HISTORY     - 20080423 GOOD             JCLS
 DF9802  HISTORY     - 20101101 GOOD             JCLS
 DF9802  HISTORY     - 20190710 GOOD             WIDT
 DF9802
 DF9802                          STATION DESCRIPTION
 DF9802
 DF9802'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9802'THE STATION IS LOCATED IN THE CITY OF MADISON. TO REACH THE STATION
 DF9802'FROM THE JUNCTION OF US HIGHWAY 51 WITH STATE HIGHWAY 30 IN THE CITY
 DF9802'OF MADISON, GO NORTH ON US HIGHWAY 51 FOR 0.5 KM TO COMMERCIAL AVENUE
 DF9802'ON THE RIGHT AND LEXINGTON AVENUE ON THE LEFT, CONTINUE NORTH ON US
 DF9802'HIGHWAY 51 FOR 0.1 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9802'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9802'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DF9802'M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 14.0 M SOUTHWEST OF THE
 DF9802'CENTERLINE OF THE SOUTHBOUND LANES OF US HIGHWAY 51, 152 M SOUTHEAST
 DF9802'OF A WOOD POST FOR A --RAILROAD CROSSING EXEMPT NO TRAIN HORN-- SIGN,
 DF9802'AND 57.2 M NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 DF9802'LEXINGTON AVENUE.  ---NOTE---THE STATION IS WEST, NORTHWEST AND
 DF9802'SOUTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9802'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 DF9802'ABOVE THE HORIZON.
 DF9802
 DF9802                          STATION RECOVERY (2007)
 DF9802
 DF9802'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9802'RECOVERED IN GOOD CONDITION.
 DF9802
 DF9802                          STATION RECOVERY (2008)
 DF9802
 DF9802'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 DF9802'RECOVERED IN GOOD CONDITION.
 DF9802
 DF9802                          STATION RECOVERY (2010)
 DF9802
 DF9802'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DF9802'RECOVERED IN GOOD CONDITION.
 DF9802
 DF9802                          STATION RECOVERY (2019)
 DF9802
 DF9802'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (CTS)
 DF9802'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO1048 ***********************************************************************
 DO1048  DESIGNATION -  BURLINGAME 1
 DO1048  PID         -  DO1048
 DO1048  STATE/COUNTY-  WI/BURNETT
 DO1048  COUNTRY     -  US
 DO1048  USGS QUAD   -  DANBURY EAST (2019)
 DO1048
 DO1048                         *CURRENT SURVEY CONTROL
 DO1048  ______________________________________________________________________
 DO1048* NAD 83(1986) POSITION- 46 00 44.1    (N) 092 18 04.2    (W)   HD_HELD2
 DO1048* NAVD 88 ORTHO HEIGHT -   301.155 (meters)      988.04  (feet) ADJUSTED
 DO1048  ______________________________________________________________________
 DO1048  GEOID HEIGHT    -        -26.457 (meters)                     GEOID18
 DO1048  DYNAMIC HEIGHT  -        301.184 (meters)      988.13  (feet) COMP
 DO1048  MODELED GRAVITY -    980,700.1   (mgal)                       NAVD 88
 DO1048
 DO1048  VERT ORDER      -  SECOND    CLASS I
 DO1048
 DO1048.The horizontal coordinates were established by autonomous hand held GPS
 DO1048.observations and have an estimated accuracy of +/- 10 meters.
 DO1048
 DO1048.The orthometric height was determined by differential leveling and
 DO1048.adjusted by the NATIONAL GEODETIC SURVEY
 DO1048.in October 2012.
 DO1048
 DO1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1048.GEOID18 height accuracy estimate available here.
 DO1048
 DO1048.Click photographs - Photos may exist for this station.
 DO1048
 DO1048.The dynamic height is computed by dividing the NAVD 88
 DO1048.geopotential number by the normal gravity value computed on the
 DO1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1048.degrees latitude (g = 980.6199 gals.).
 DO1048
 DO1048.The modeled gravity was interpolated from observed gravity values.
 DO1048
 DO1048;                    North         East    Units  Estimated Accuracy
 DO1048;SPC WI N     -    96,563.      421,817.      MT  (+/- 10 meters HH2 GPS)
 DO1048
 DO1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5410095645(NAD 83)
 DO1048
 DO1048                          SUPERSEDED SURVEY CONTROL
 DO1048
 DO1048.No superseded survey control is available for this station.
 DO1048
 DO1048_MARKER: DD = SURVEY DISK
 DO1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1048_STAMPING: BURLINGAME 1 2010
 DO1048_MARK LOGO: WI-013
 DO1048_PROJECTION: FLUSH
 DO1048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1048+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 DO1048
 DO1048  HISTORY     - Date     Condition        Report By
 DO1048  HISTORY     - 2010     MONUMENTED       WI-013
 DO1048  HISTORY     - 20120202 GOOD             GEOSPC
 DO1048
 DO1048                          STATION DESCRIPTION
 DO1048
 DO1048'DESCRIBED BY GEODETIC SPECIALISTS LLC 2012 (MEH)
 DO1048'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST OF WEBB LAKE, 6.7
 DO1048'MI (10.8 KM) NORTHEAST OF YELLOW LAKE AND 3.4 MI (5.5 KM) EAST OF
 DO1048'DANBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO1048'
 DO1048'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH LAKE
 DO1048'26 ROAD ABOUT 1.0 MI (1.6 KM) NORTHEAST OF DANBURY WI, GO EAST ON LAKE
 DO1048'26 ROAD FOR 2.0 MI (3.2 KM) TO TOWER ROAD.  CONTINUE EAST ON LAKE 26
 DO1048'ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DO1048'
 DO1048'THE STATION IS LOCATED 22.4 M (73.5 FT) SOUTHWEST OF POWER POLE NUMBER
 DO1048'W-95, 18.1 M (59.4 FT) WEST OF THE MOST SOUTH WOODEN POST FOR JANSEN
 DO1048'SIGN, 10.5 M (34.4 FT) NORTH OF THE CENTERLINE OF LAKE 26 ROAD, 1 M
 DO1048'(3.3 FT) SOUTH, NORTHEAST AND NORTHWEST OF 3 METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0005 ***********************************************************************
 NH0005  DESIGNATION -  BURLINGTON
 NH0005  PID         -  NH0005
 NH0005  STATE/COUNTY-  WI/RACINE
 NH0005  COUNTRY     -  US
 NH0005  USGS QUAD   -  BURLINGTON (2018)
 NH0005
 NH0005                         *CURRENT SURVEY CONTROL
 NH0005  ______________________________________________________________________
 NH0005* NAD 83(1991) POSITION- 42 40 05.46666(N) 088 16 53.70547(W)   ADJUSTED
 NH0005* NAVD 88 ORTHO HEIGHT -   237.915 (meters)      780.56  (feet) ADJUSTED
 NH0005  ______________________________________________________________________
 NH0005  GEOID HEIGHT    -        -34.386 (meters)                     GEOID18
 NH0005  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 NH0005  DYNAMIC HEIGHT  -        237.844 (meters)      780.33  (feet) COMP
 NH0005  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 NH0005
 NH0005  HORZ ORDER      -  SECOND
 NH0005  VERT ORDER      -  FIRST     CLASS II
 NH0005
 NH0005.The horizontal coordinates were established by classical geodetic methods
 NH0005.and adjusted by the National Geodetic Survey in November 1991.
 NH0005
 NH0005.The orthometric height was determined by differential leveling and
 NH0005.adjusted by the NATIONAL GEODETIC SURVEY
 NH0005.in June 1991.
 NH0005
 NH0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0005.GEOID18 height accuracy estimate available here.
 NH0005
 NH0005.Click photographs - Photos may exist for this station.
 NH0005
 NH0005.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0005
 NH0005.The dynamic height is computed by dividing the NAVD 88
 NH0005.geopotential number by the normal gravity value computed on the
 NH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0005.degrees latitude (g = 980.6199 gals.).
 NH0005
 NH0005.The modeled gravity was interpolated from observed gravity values.
 NH0005
 NH0005. The following values were computed from the NAD 83(1991) position.
 NH0005
 NH0005;                    North         East     Units Scale Factor Converg.
 NH0005;SPC WI S     -    75,681.515   740,864.834   MT  1.00001377   +1 10 50.6
 NH0005;SPC WI S     -   248,298.44  2,430,654.04   sFT  1.00001377   +1 10 50.6
 NH0005;UTM  16      - 4,724,764.518   394,979.065   MT  0.99973569   -0 52 07.2
 NH0005
 NH0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0005!SPC WI S     -   0.99996808  x   1.00001377  =   0.99998185
 NH0005!UTM  16      -   0.99996808  x   0.99973569  =   0.99970378
 NH0005
 NH0005:                Primary Azimuth Mark                     Grid Az
 NH0005:SPC WI S     -  OCONTO                                   238 40 08.0
 NH0005:UTM  16      -  OCONTO                                   240 43 05.8
 NH0005
 NH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9497924764(NAD 83)
 NH0005
 NH0005|---------------------------------------------------------------------|
 NH0005| PID    Reference Object                     Distance      Geod. Az  |
 NH0005|                                                           dddmmss.s |
 NH0005| NH0996 OCONTO                              APPROX. 1.2 KM 2395058.6 |
 NH0005| CI9134 BURLINGTON RM 1                       9.717 METERS 27746     |
 NH0005| CI9133 BURLINGTON RM                         9.680 METERS 27755     |
 NH0005| NH0994 BURLINGTON BREWING CO TANK          APPROX. 0.6 KM 3453027.1 |
 NH0005| NH0995 BURLINGTON MUNICIPAL TANK           APPROX. 1.6 KM 3471135.9 |
 NH0005| CI9135 BURLINGTON RM 2                      24.796 METERS 35516     |
 NH0005| NH0993 BURLINGTON ST MARYS CH SPIRE        APPROX. 0.8 KM 3593403.5 |
 NH0005|---------------------------------------------------------------------|
 NH0005
 NH0005                          SUPERSEDED SURVEY CONTROL
 NH0005
 NH0005  NAD 83(1986)-  42 40 05.45937(N)    088 16 53.71582(W) AD(       ) 2
 NH0005  NAD 27      -  42 40 05.39100(N)    088 16 53.38300(W) AD(       ) 2
 NH0005  USSD        -  42 40 05.51100(N)    088 16 53.20900(W) AD(       ) 3
 NH0005  NGVD 29 (??/??/92)  237.989  (m)          780.80   (f) ADJ UNCH    1 2
 NH0005  NGVD 29             237.99   (m)          780.8    (f) LEVELING    3  
 NH0005
 NH0005.Superseded values are not recommended for survey control.
 NH0005
 NH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0005.See file dsdata.pdf to determine how the superseded data were derived.
 NH0005
 NH0005_MARKER: DB = BENCH MARK DISK
 NH0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0005_STAMPING: BURLINGTON 1920
 NH0005_MARK LOGO: CGS
 NH0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0005+STABILITY: SURFACE MOTION
 NH0005
 NH0005  HISTORY     - Date     Condition        Report By
 NH0005  HISTORY     - 1920     MONUMENTED       CGS
 NH0005  HISTORY     - 1930     GOOD             CGS
 NH0005  HISTORY     - 1935     GOOD             CGS
 NH0005  HISTORY     - 1957     MARK NOT FOUND   USGS
 NH0005  HISTORY     - 1958     GOOD             USGS
 NH0005  HISTORY     - 1960     MARK NOT FOUND   USGS
 NH0005  HISTORY     - 1971     MARK NOT FOUND   NGS
 NH0005
 NH0005                          STATION DESCRIPTION
 NH0005
 NH0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0005'STATION IS LOCATED AT BURLINGTON, ABOUT 385 YARDS E OF THE CHICAGO,
 NH0005'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ON THE N SIDE OF THE
 NH0005'TRACK, 330 YARDS E OF THE INTERSECTION OF MARKET AND MC HENRY STREETS,
 NH0005'ON THE N EDGE OF MARKET STREET, 55 YARDS N OF SEMAPHORE SIGNAL NO.
 NH0005'26/6, AND 27.18 METERS (89.17 FEET) N OF THE N AND NEAREST RAIL.
 NH0005'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS
 NH0005'SET IN CONCRETE AS DESCRIBED.
 NH0005'
 NH0005'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE FENCE LINE,
 NH0005'9.68 METERS (31.76 FEET) FROM THE STATION, N 82 DEG 05 MIN W.
 NH0005
 NH0005                          STATION RECOVERY (1930)
 NH0005
 NH0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0005'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH0005'ADEQUATE.  THIS IS A TRAVERSE STATION.
 NH0005
 NH0005                          STATION RECOVERY (1935)
 NH0005
 NH0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0005'STATION FOUND AS DESCRIBED AND MARKS ARE IN GOOD CONDITION.  MARK IS A
 NH0005'STANDARD U.S.C. AND G.S. BRONZE DISK SET IN CONCRETE AS DESCRIBED AND
 NH0005'FLUSH WITH THE SURFACE.  IT IS IN THE SE PART OF THE CITY OF
 NH0005'BURLINGTON, 330 YARDS E OF THE INTERSECTION OF MARKET AND MC HENRY
 NH0005'STREETS, IN THE NE ANGLE OF MARKET AND EMERSON STREETS.  17 FEET N OF
 NH0005'THE CENTER LINE OF MARKET STREET.  12 FEET E OF CENTER LINE OF EMERSON
 NH0005'STREET.  107 FEET NNE OF SEMAPHORE NO. 26-6 OF THE CHICAGO, MILWAUKEE,
 NH0005'ST. PAUL AND PACIFIC RAILROAD.  88 FEET N OF N RAIL.
 NH0005'
 NH0005'REFERENCE MARK NO. 1, 1920, IS WNW OF THE STATION AND IS A STANDARD
 NH0005'BRONZE DISK SET IN CONCRETE AS DESCRIBED.  IT IS SET FLUSH WITH THE
 NH0005'SURFACE.  IT IS 37 FEET NW OF THE INTERSECTION OF MARKET AND EMERSON
 NH0005'STREETS AT W EDGE OF EMERSON STREET.  28 FEET N OF CENTER LINE OF
 NH0005'MARKET STREET.  26 FEET E OF WISCONSIN GAS AND ELECTRIC CO. POLE NO.
 NH0005'32-1048.
 NH0005'
 NH0005'REFERENCE MARK NO. 2, 1935, WAS SET AT THIS TIME AND IS MARKED BY A
 NH0005'STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED.  MARK PROJECTS 2
 NH0005'INCHES ABOVE THE SURFACE.  IT IS N OF THE STATION.  12 FEET E OF
 NH0005'CENTER LINE OF EMERSON STREET.  69 FEET SW OF SW CORNER OF HOUSE NO.
 NH0005'730 MARKET STREET.
 NH0005'
 NH0005'AZIMUTH MARK IS U.S.C. AND G.S. TRAVERSE STATION OCONTO 1920 MARK IS
 NH0005'WSW OF THE STATION ON THE RIGHT-OF-WAY OF THE CHICAGO, MILWAUKEE, ST.
 NH0005'PAUL AND PACIFIC RAILROAD, ABOUT 100 FEET E OF POINT WHERE THE TRACK
 NH0005'MAKES A CURVE AND ACROSS THE TRACKS (S) OF A SAND AND GRAVEL PIT.  85
 NH0005'FEET SW OF POINT OF SWITCH OF SPUR TRACK TO GRAVEL PIT.  17.60 FEET S
 NH0005'OF S RAIL.  17 FEET N OF RIGHT-OF-WAY FENCE LINE, AND IS SET FLUSH
 NH0005'WITH GROUND.
 NH0005'
 NH0005'LIGHTS 100 FEET ABOVE STATION DOVER 1873 AND STATION SILVER COME INTO
 NH0005'VIEW 64 FEET ABOVE THIS STATION.
 NH0005'
 NH0005'NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTH.
 NH0005
 NH0005                          STATION RECOVERY (1957)
 NH0005
 NH0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NH0005'STATION HAS BEEN COVERED BY A TAR ROAD AND UNABLE TO LOCATE.
 NH0005'
 NH0005'REFERENCE MARK 2 IS IN GOOD CONDITION.
 NH0005'
 NH0005'REFERENCE MARK 1 NOT FOUND.
 NH0005
 NH0005                          STATION RECOVERY (1958)
 NH0005
 NH0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 NH0005'AT BURLINGTON.
 NH0005'AT BURLINGTON, IN THE SOUTHEAST PART OF THE CITY, ABOUT 800 FEET
 NH0005'EAST OF THE INTERSECTION OF MARKET AND MCHENRY  STREETS, 173 FEET
 NH0005'NORTH OF THE NORTH RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0005'PACIFIC RAILROAD, NEAR THE INTERSECTION OF MARKET AND EMERSON
 NH0005'STREETS, 103 FEET NORTH OF THE CENTERLINE OF MARKET STREET, AND
 NH0005'29 FEET EAST OF THE CENTERLINE OF EMERSON STREET.
 NH0005
 NH0005                          STATION RECOVERY (1960)
 NH0005
 NH0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NH0005'STATION NOT FOUND.  ROAD WIDENED AND MONUMENT IS EITHER
 NH0005'BURIED OR DESTROYED.  R.M. 1 NOT FOUND, BUT R.M. 2 IS O.K.
 NH0005
 NH0005                          STATION RECOVERY (1971)
 NH0005
 NH0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NH0005'REFERENCE MARK 2 WAS FOUND.  THE EXISTING REFERENCE MEASUREMENTS
 NH0005'TO THE REFERENCE MARK DID NOT CHECK AND SINCE THE STREET
 NH0005'HAS BEEN WIDENED IT IS ASSUMED THAT THE MARK WAS SET BY PARTIES
 NH0005'UNKNOWN OUT OF THE WAY OF CONSTRUCTION.  A SEARCH WAS MADE FOR
 NH0005'THE STATION MARK AND REFERENCE MARK 1 BUT NOTHING WAS FOUND.
 NH0005'THERE HAS BEEN PAVING AND UTILITY WORK IN THE AREA AND IT IS
 NH0005'ASSUMED THAT THE MARKS ARE EITHER DESTROYED OR COVERED BY
 NH0005'SAID PAVEMENT.
 NH0005'
 NH0005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BURLINGTON
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4838 ***********************************************************************
 DG4838  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4838  DESIGNATION -  BURLINGTON GPS
 DG4838  PID         -  DG4838
 DG4838  STATE/COUNTY-  WI/RACINE
 DG4838  COUNTRY     -  US
 DG4838  USGS QUAD   -  ROCHESTER (2018)
 DG4838
 DG4838                         *CURRENT SURVEY CONTROL
 DG4838  ______________________________________________________________________
 DG4838* NAD 83(2011) POSITION- 42 38 27.22565(N) 088 14 10.27039(W)   ADJUSTED
 DG4838* NAD 83(2011) ELLIP HT-   194.295 (meters)        (06/27/12)   ADJUSTED
 DG4838* NAD 83(2011) EPOCH   -  2010.00
 DG4838* NAVD 88 ORTHO HEIGHT -   228.72  (meters)      750.4   (feet) GPS OBS
 DG4838  ______________________________________________________________________
 DG4838  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4838  GEOID HEIGHT    -        -34.420 (meters)                     GEOID12A
 DG4838  GEOID HEIGHT    -        -34.422 (meters)                     GEOID18
 DG4838  NAD 83(2011) X  -    144,639.355 (meters)                     COMP
 DG4838  NAD 83(2011) Y  - -4,696,984.819 (meters)                     COMP
 DG4838  NAD 83(2011) Z  -  4,298,372.715 (meters)                     COMP
 DG4838  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 DG4838
 DG4838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4838  Standards:
 DG4838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4838  -------------------------------------------------------------------
 DG4838  NETWORK    0.35   0.43           0.16   0.12   0.22      0.01546556
 DG4838  -------------------------------------------------------------------
 DG4838  Click here for local accuracies and other accuracy information.
 DG4838
 DG4838.The horizontal coordinates were established by GPS observations
 DG4838.and adjusted by the National Geodetic Survey in June 2012.
 DG4838
 DG4838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4838.been affixed to the stable North American tectonic plate. See 
 DG4838.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4838
 DG4838.The horizontal coordinates are valid at the epoch date displayed above
 DG4838.which is a decimal equivalence of Year/Month/Day.
 DG4838
 DG4838.The orthometric height was determined by GPS observations and a
 DG4838.high-resolution geoid model using precise GPS observation and
 DG4838.processing techniques.
 DG4838
 DG4838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4838.GEOID18 height accuracy estimate available here.
 DG4838
 DG4838.Click photographs - Photos may exist for this station.
 DG4838
 DG4838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4838
 DG4838.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4838
 DG4838.The ellipsoidal height was determined by GPS observations
 DG4838.and is referenced to NAD 83.
 DG4838
 DG4838. The following values were computed from the NAD 83(2011) position.
 DG4838
 DG4838;                    North         East     Units Scale Factor Converg.
 DG4838;SPC WI S     -    72,728.401   744,649.897   MT  1.00001992   +1 12 42.9
 DG4838;SPC WI S     -   238,609.76  2,443,072.20   sFT  1.00001992   +1 12 42.9
 DG4838;UTM  16      - 4,721,678.817   398,655.050   MT  0.99972636   -0 50 14.9
 DG4838
 DG4838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4838!SPC WI S     -   0.99996953  x   1.00001992  =   0.99998945
 DG4838!UTM  16      -   0.99996953  x   0.99972636  =   0.99969590
 DG4838
 DG4838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9865521678(NAD 83)
 DG4838
 DG4838                          SUPERSEDED SURVEY CONTROL
 DG4838
 DG4838  NAD 83(2007)-  42 38 27.22556(N)    088 14 10.27126(W) AD(2002.00) 0
 DG4838  ELLIP H (02/10/07)  194.329  (m)                       GP(2002.00)    
 DG4838  NAD 83(1997)-  42 38 27.22569(N)    088 14 10.27136(W) AD(       ) 1
 DG4838  ELLIP H (04/02/04)  194.338  (m)                       GP(       ) 4 1
 DG4838  NAVD 88 (07/26/07)  228.68   (m)  UNKNOWN  model used  GPS OBS        
 DG4838  NAVD 88 (04/02/04)  228.70   (m)  GEOID03  model used  GPS OBS        
 DG4838
 DG4838.Superseded values are not recommended for survey control.
 DG4838
 DG4838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4838.See file dsdata.pdf to determine how the superseded data were derived.
 DG4838
 DG4838_MARKER: DD = SURVEY DISK
 DG4838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4838_STAMPING: BURLINGTON GPS 2002
 DG4838_MARK LOGO: WIDT
 DG4838_PROJECTION: FLUSH
 DG4838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4838+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2008
 DG4838
 DG4838  HISTORY     - Date     Condition        Report By
 DG4838  HISTORY     - 2001     MONUMENTED       WIDT
 DG4838  HISTORY     - 20080708 GOOD             WIDT
 DG4838
 DG4838                          STATION DESCRIPTION
 DG4838
 DG4838'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4838'THE STATION IS LOCATED ABOUT 34 KM WEST OF KENOSHA AND 6 KM SOUTHEAST
 DG4838'OF BURLINGTON. OWNERSHIP--CITY OF BURLINGTON. TO REACH THE STATION
 DG4838'FROM THE JUNCTION OF STATE HIGHWAY 11 EAST WITH STATE HIGHWAY 142 IN
 DG4838'THE CITY OF BURLINGTON, GO SOUTHEAST ON STATE HIGHWAY 142 FOR 1.9 KM
 DG4838'TO BREVER ROAD, TURN RIGHT AND GO SOUTH ON BREVER ROAD FOR 1.6 KM TO
 DG4838'RUNNING FOX TRAIL ON THE LEFT, CONTINUE SOUTH ON BREVER ROAD FOR 1.6
 DG4838'KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DG4838'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4838'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DG4838'AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS LOCATED 7.2 M
 DG4838'EAST OF THE CENTERLINE OF BREVER ROAD, 0.3 KM SOUTH OF PRIVATE
 DG4838'ENTRANCE --6948--, 50.2 M NORTHEAST OF POWER POLE --47-2384--, AND 1 M
 DG4838'WEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTHWEST,
 DG4838'SOUTHWEST AND EAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DG4838'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4838'THAN 20 DEGREES ABOVE THE HORIZON.
 DG4838
 DG4838                          STATION RECOVERY (2008)
 DG4838
 DG4838'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DG4838'RECOVERED IN GOOD CONDITION.  REPLACED ONE BROKEN GUARD POST.  THE
 DG4838'STATION IS 1.0 M EAST, 1.0 M NORTHWEST, AND 1.0 M SOUTHWEST OF THREE
 DG4838'4X4 ORANGE PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0992 ***********************************************************************
 NH0992  DESIGNATION -  BURLINGTON MUNICIPAL TANK
 NH0992  PID         -  NH0992
 NH0992  STATE/COUNTY-  WI/RACINE
 NH0992  COUNTRY     -  US
 NH0992  USGS QUAD   -  BURLINGTON (2018)
 NH0992
 NH0992                         *CURRENT SURVEY CONTROL
 NH0992  ______________________________________________________________________
 NH0992* NAD 83(1991) POSITION- 42 40 49.09439(N) 088 17 04.31812(W)   ADJUSTED
 NH0992  ______________________________________________________________________
 NH0992  GEOID HEIGHT    -        -34.390 (meters)                     GEOID18
 NH0992  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 NH0992  HORZ ORDER      -  THIRD
 NH0992
 NH0992.The horizontal coordinates were established by classical geodetic methods
 NH0992.and adjusted by the National Geodetic Survey in November 1991.
 NH0992
 NH0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0992.GEOID18 height accuracy estimate available here.
 NH0992
 NH0992.Click photographs - Photos may exist for this station.
 NH0992
 NH0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0992
 NH0992. The following values were computed from the NAD 83(1991) position.
 NH0992
 NH0992;                    North         East     Units Scale Factor Converg.
 NH0992;SPC WI S     -    77,022.506   740,595.520   MT  1.00001111   +1 10 43.3
 NH0992;SPC WI S     -   252,698.01  2,429,770.47   sFT  1.00001111   +1 10 43.3
 NH0992;UTM  16      - 4,726,113.910   394,757.941   MT  0.99973627   -0 52 15.1
 NH0992
 NH0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9475726113(NAD 83)
 NH0992
 NH0992                          SUPERSEDED SURVEY CONTROL
 NH0992
 NH0992  NAD 83(1986)-  42 40 49.09029(N)    088 17 04.32857(W) AD(       ) 3
 NH0992  NAD 27      -  42 40 49.03300(N)    088 17 04.00200(W) AD(       ) 3
 NH0992
 NH0992.Superseded values are not recommended for survey control.
 NH0992
 NH0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0992.See file dsdata.pdf to determine how the superseded data were derived.
 NH0992
 NH0992_MARKER: 53 = ELEVATED TANK
 NH0992
 NH0992  HISTORY     - Date     Condition        Report By
 NH0992  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH0992  HISTORY     - 1977     GOOD             NGS
 NH0992
 NH0992                          STATION DESCRIPTION
 NH0992
 NH0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH0992'THE STATION IS THE BALL AT THE APEX OF THE MUNICIPAL WATER
 NH0992'TANK OF THE TOWN OF BURLINGTON.  IT IS LOCATED IN THE WESTERN
 NH0992'EDGE OF THE TOWN, 163 FEET WEST OF THE CENTERLINE OF OREGON
 NH0992'STREET, 93 FEET WEST OF A SMALL SQUARE BRICK BUILDING, AND
 NH0992'20 FEET NORTH OF A GARAGE.  THE TANK IS SUPPORTED BY A 4-LEGGED
 NH0992'STEEL STRUCTURE.  OVERALL HEIGHT IS 125 FEET.  THE TANK AND
 NH0992'SUPPORTING STRUCTURE ARE PAINTED ALUMINUM.
 NH0992
 NH0992                          STATION RECOVERY (1977)
 NH0992
 NH0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH)
 NH0992'RECOVERED AS DESCRIBED.  THERE IS A LARGE SILVER WATER TANK AT THE
 NH0992'LOCATION DESCRIBED, HOWEVER, IT IS SUPPORTED BY SIX LEGS AND HAS
 NH0992'A VENT AT THE TOP AND CENTER.  IT IS BELIEVED TO BE THE SAME
 NH0992'TANK.
 NH0992'
 NH0992'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST SIDE OF
 NH0992'BURLINGTON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0993 ***********************************************************************
 NH0993  DESIGNATION -  BURLINGTON ST MARYS CH SPIRE
 NH0993  PID         -  NH0993
 NH0993  STATE/COUNTY-  WI/RACINE
 NH0993  COUNTRY     -  US
 NH0993  USGS QUAD   -  BURLINGTON (2018)
 NH0993
 NH0993                         *CURRENT SURVEY CONTROL
 NH0993  ______________________________________________________________________
 NH0993* NAD 83(1991) POSITION- 42 40 32.99157(N) 088 16 53.98697(W)   ADJUSTED
 NH0993  ______________________________________________________________________
 NH0993  GEOID HEIGHT    -        -34.390 (meters)                     GEOID18
 NH0993  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 NH0993  HORZ ORDER      -  THIRD
 NH0993
 NH0993.The horizontal coordinates were established by classical geodetic methods
 NH0993.and adjusted by the National Geodetic Survey in November 1991.
 NH0993
 NH0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0993.GEOID18 height accuracy estimate available here.
 NH0993
 NH0993.Click photographs - Photos may exist for this station.
 NH0993
 NH0993.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0993
 NH0993. The following values were computed from the NAD 83(1991) position.
 NH0993
 NH0993;                    North         East     Units Scale Factor Converg.
 NH0993;SPC WI S     -    76,530.558   740,840.924   MT  1.00001209   +1 10 50.4
 NH0993;SPC WI S     -   251,084.01  2,430,575.60   sFT  1.00001209   +1 10 50.4
 NH0993;UTM  16      - 4,725,613.638   394,985.532   MT  0.99973568   -0 52 07.9
 NH0993
 NH0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9498525613(NAD 83)
 NH0993
 NH0993                          SUPERSEDED SURVEY CONTROL
 NH0993
 NH0993  NAD 83(1986)-  42 40 32.98332(N)    088 16 53.99681(W) AD(       ) 3
 NH0993  NAD 27      -  42 40 32.91900(N)    088 16 53.66400(W) AD(       ) 3
 NH0993
 NH0993.Superseded values are not recommended for survey control.
 NH0993
 NH0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0993.See file dsdata.pdf to determine how the superseded data were derived.
 NH0993
 NH0993_MARKER: 90 = CHURCH SPIRE
 NH0993
 NH0993  HISTORY     - Date     Condition        Report By
 NH0993  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH0993  HISTORY     - 1953     GOOD             CGS
 NH0993  HISTORY     - 1977     MARK NOT FOUND   NGS
 NH0993
 NH0993                          STATION DESCRIPTION
 NH0993
 NH0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0993'THIS STATION IS THE SPIRE ON THE ST. MARYS CHURCH IN THE
 NH0993'TOWN OF BURLINGTON, WISCONSIN.  IT IS LOCATED ABOUT 70 FEET
 NH0993'WEST OF THE CENTERLINE OF LIBERTY STREET, AND ABOUT 55 FEET
 NH0993'SOUTH OF THE CENTERLINE OF MC HENRY STREET, IN THE WEST
 NH0993'CENTRAL PART OF THE TOWN.  THE CHURCH WAS ERECTED IN 1891
 NH0993'AND THE SPIRE IS VERY PROMINENT.
 NH0993'
 NH0993'THE SPIRE IS ON THE NORTH END OF A GREY STONE CHURCH.  THE
 NH0993'BASE IS A HIGHLY ORNAMENTAL TOWER ABOUT 80 FEET HIGH.  ON
 NH0993'THIS THERE IS AN OCTAGONAL TOWER ABOUT 30 FEET HIGH.  THIS
 NH0993'HAS ORNAMENTAL BUTTRESSES, A GLAZED GOTHIC WINDOW ON EACH
 NH0993'SIDE AT THE BOTTOM, CLOCK DIALS ON FOUR SIDES IN THE UPPER
 NH0993'HALF, AND GOTHIC LOUVERED WINDOWS ON EACH SIDE SET IN GABLES
 NH0993'AT THE TOP.  THE GREY OCTAGONAL SPIRE IS ABOUT 50 FEET HIGH
 NH0993'AND HAS A GLAZED ARCHED WINDOW ON FOUR SIDES AND A GOLD BALL
 NH0993'AND CROSS AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 160 FEET.
 NH0993
 NH0993                          STATION RECOVERY (1953)
 NH0993
 NH0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0993'STATION WAS RECOVERED IN GOOD CONDITION.
 NH0993
 NH0993                          STATION RECOVERY (1977)
 NH0993
 NH0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH)
 NH0993'NOT RECOVERED.  THE CHURCH REMAINS BUT THE TOP OF THE SPIRE HAS BEEN
 NH0993'DAMAGED, APPARENTLY BY FIRE.  IT APPEARS THAT IT WILL BE REBUILT.
 NH0993'
 NH0993'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST CENTRAL PART
 NH0993'OF BURLINGTON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9468 ***********************************************************************
 DF9468  DESIGNATION -  BURLINGTON W GPS
 DF9468  PID         -  DF9468
 DF9468  STATE/COUNTY-  WI/RACINE
 DF9468  COUNTRY     -  US
 DF9468  USGS QUAD   -  GENOA CITY (2018)
 DF9468
 DF9468                         *CURRENT SURVEY CONTROL
 DF9468  ______________________________________________________________________
 DF9468* NAD 83(2011) POSITION- 42 37 08.13362(N) 088 18 13.29031(W)   ADJUSTED
 DF9468* NAD 83(2011) ELLIP HT-   229.309 (meters)        (06/27/12)   ADJUSTED
 DF9468* NAD 83(2011) EPOCH   -  2010.00
 DF9468* NAVD 88 ORTHO HEIGHT -   263.636 (meters)      864.95  (feet) ADJUSTED
 DF9468  ______________________________________________________________________
 DF9468  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 DF9468  NAD 83(2011) X  -    139,154.990 (meters)                     COMP
 DF9468  NAD 83(2011) Y  - -4,698,829.940 (meters)                     COMP
 DF9468  NAD 83(2011) Z  -  4,296,600.750 (meters)                     COMP
 DF9468  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 DF9468  DYNAMIC HEIGHT  -        263.556 (meters)      864.68  (feet) COMP
 DF9468  MODELED GRAVITY -    980,309.5   (mgal)                       NAVD 88
 DF9468
 DF9468  VERT ORDER      -  SECOND    CLASS I
 DF9468
 DF9468  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9468  Standards:
 DF9468         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9468            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9468  -------------------------------------------------------------------
 DF9468  NETWORK    0.35   0.43           0.16   0.12   0.22      0.03362699
 DF9468  -------------------------------------------------------------------
 DF9468  Click here for local accuracies and other accuracy information.
 DF9468
 DF9468.The horizontal coordinates were established by GPS observations
 DF9468.and adjusted by the National Geodetic Survey in June 2012.
 DF9468
 DF9468.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9468.been affixed to the stable North American tectonic plate. See 
 DF9468.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9468
 DF9468.The horizontal coordinates are valid at the epoch date displayed above
 DF9468.which is a decimal equivalence of Year/Month/Day.
 DF9468
 DF9468.The orthometric height was determined by differential leveling and
 DF9468.adjusted by the WI DEPT OF TRANSP
 DF9468.in May 2012.
 DF9468
 DF9468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9468.GEOID18 height accuracy estimate available here.
 DF9468
 DF9468.Click photographs - Photos may exist for this station.
 DF9468
 DF9468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9468
 DF9468.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9468
 DF9468.The ellipsoidal height was determined by GPS observations
 DF9468.and is referenced to NAD 83.
 DF9468
 DF9468.The dynamic height is computed by dividing the NAVD 88
 DF9468.geopotential number by the normal gravity value computed on the
 DF9468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9468.degrees latitude (g = 980.6199 gals.).
 DF9468
 DF9468.The modeled gravity was interpolated from observed gravity values.
 DF9468
 DF9468. The following values were computed from the NAD 83(2011) position.
 DF9468
 DF9468;                    North         East     Units Scale Factor Converg.
 DF9468;SPC WI S     -    70,173.441   739,164.210   MT  1.00002503   +1 09 55.9
 DF9468;SPC WI S     -   230,227.36  2,425,074.58   sFT  1.00002503   +1 09 55.9
 DF9468;UTM  16      - 4,719,322.298   393,083.135   MT  0.99974064   -0 52 58.2
 DF9468
 DF9468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9468!SPC WI S     -   0.99996404  x   1.00002503  =   0.99998907
 DF9468!UTM  16      -   0.99996404  x   0.99974064  =   0.99970469
 DF9468
 DF9468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9308319322(NAD 83)
 DF9468
 DF9468                          SUPERSEDED SURVEY CONTROL
 DF9468
 DF9468  NAD 83(2007)-  42 37 08.13355(N)    088 18 13.29118(W) AD(2002.00) 0
 DF9468  ELLIP H (02/10/07)  229.343  (m)                       GP(2002.00)    
 DF9468  NAD 83(1997)-  42 37 08.13365(N)    088 18 13.29128(W) AD(       ) 1
 DF9468  ELLIP H (04/02/04)  229.350  (m)                       GP(       ) 4 1
 DF9468  NAVD 88             263.61   (m)          864.9    (f) LEVELING    3  
 DF9468  NAVD 88 (04/20/07)  263.609  (m)          864.86   (f) SUPERSEDED  2 1
 DF9468  NAVD 88             263.63   (m)          864.9    (f) LEVELING    3  
 DF9468  NAVD 88 (02/25/04)  263.626  (m)          864.91   (f) SUPERSEDED  2 1
 DF9468
 DF9468.Superseded values are not recommended for survey control.
 DF9468
 DF9468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9468.See file dsdata.pdf to determine how the superseded data were derived.
 DF9468
 DF9468_MARKER: DD = SURVEY DISK
 DF9468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9468_STAMPING: BURLINGTON W GPS 2002
 DF9468_MARK LOGO: WIDT
 DF9468_PROJECTION: FLUSH
 DF9468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9468+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 DF9468
 DF9468  HISTORY     - Date     Condition        Report By
 DF9468  HISTORY     - 2001     MONUMENTED       WIDT
 DF9468  HISTORY     - 20060706 GOOD             WIDT
 DF9468  HISTORY     - 20090322 MARK NOT FOUND   INDIV
 DF9468
 DF9468                          STATION DESCRIPTION
 DF9468
 DF9468'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9468'THE STATION IS LOCATED ABOUT 39 KM WEST OF KENOSHA, 7 KM SOUTH OF
 DF9468'BURLINGTON AND 7 KM NORTH OF POWERS LAKE.  OWNERSHIP--RACINE COUNTY.
 DF9468'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 WITH STATE
 DF9468'HIGHWAY 83 NORTH ABOUT 34 KM WEST OF THE CITY OF KENOSHA, GO WEST ON
 DF9468'STATE HIGHWAY 50 FOR 6.3 KM TO COUNTY HIGHWAY P ON THE RIGHT, TURN
 DF9468'RIGHT AND GO NORTH ON COUNTY HIGHWAY P FOR 3.8 KM TO WARREN ROAD ON
 DF9468'THE LEFT, CONTINUE NORTH ON COUNTY HIGHWAY P FOR 0.2 KM TO THE
 DF9468'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9468'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9468'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT 1 M
 DF9468'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.3 M WEST OF THE
 DF9468'CENTERLINE OF COUNTY HIGHWAY P, 41.4 M NORTH OF POWER POLE SUPPORT
 DF9468'POLE --89-01357  35-5--, 37.1 M SOUTHWEST OF POWER POLE --89-01360--,
 DF9468'34.4 M NORTHWEST OF TELEPHONE PEDESTAL --F8545 M--, AND 3 M EAST OF A
 DF9468'CULTIVATED FIELD. ---NOTE---THE STATION IS EAST, SOUTH AND NORTH OF
 DF9468'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS
 DF9468'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9468'HORIZON EXCEPT FOR POWER POLES TO THE NORTHEAST AND SOUTHEAST
 DF9468'EXTENDING TO 20 DEGREES.
 DF9468
 DF9468                          STATION RECOVERY (2006)
 DF9468
 DF9468'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9468'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.2 M SOUTH OF THE
 DF9468'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --8545--.
 DF9468
 DF9468                          STATION RECOVERY (2009)
 DF9468
 DF9468'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 DF9468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1662 ***********************************************************************
 NH1662  HT_MOD      -  This is a Height Modernization Survey Station.
 NH1662  PACS        -  This is a Primary Airport Control Station.
 NH1662  DESIGNATION -  BURLPORT
 NH1662  PID         -  NH1662
 NH1662  STATE/COUNTY-  WI/RACINE
 NH1662  COUNTRY     -  US
 NH1662  USGS QUAD   -  BURLINGTON (2018)
 NH1662
 NH1662                         *CURRENT SURVEY CONTROL
 NH1662  ______________________________________________________________________
 NH1662* NAD 83(2011) POSITION- 42 41 26.35525(N) 088 17 59.39389(W)   ADJUSTED
 NH1662* NAD 83(2011) ELLIP HT-   201.118 (meters)        (06/27/12)   ADJUSTED
 NH1662* NAD 83(2011) EPOCH   -  2010.00
 NH1662* NAVD 88 ORTHO HEIGHT -   235.47  (meters)      772.5   (feet) GPS OBS
 NH1662  ______________________________________________________________________
 NH1662  NAVD 88 orthometric height was determined with geoid model    GEOID03
 NH1662  GEOID HEIGHT    -        -34.303 (meters)                     GEOID03
 NH1662  GEOID HEIGHT    -        -34.377 (meters)                     GEOID18
 NH1662  NAD 83(2011) X  -    139,310.755 (meters)                     COMP
 NH1662  NAD 83(2011) Y  - -4,693,403.069 (meters)                     COMP
 NH1662  NAD 83(2011) Z  -  4,302,441.910 (meters)                     COMP
 NH1662  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 NH1662
 NH1662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NH1662  Standards:
 NH1662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NH1662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NH1662  -------------------------------------------------------------------
 NH1662  NETWORK    0.67   0.96           0.31   0.22   0.49     -0.08691630
 NH1662  -------------------------------------------------------------------
 NH1662  Click here for local accuracies and other accuracy information.
 NH1662
 NH1662.This mark is at Burlington Airport (C52)
 NH1662
 NH1662.The horizontal coordinates were established by GPS observations
 NH1662.and adjusted by the National Geodetic Survey in June 2012.
 NH1662
 NH1662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NH1662.been affixed to the stable North American tectonic plate. See 
 NH1662.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NH1662
 NH1662.The horizontal coordinates are valid at the epoch date displayed above
 NH1662.which is a decimal equivalence of Year/Month/Day.
 NH1662
 NH1662.The orthometric height was determined by GPS observations and a
 NH1662.high-resolution geoid model.
 NH1662
 NH1662.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1662.GEOID18 height accuracy estimate available here.
 NH1662
 NH1662.Click photographs - Photos may exist for this station.
 NH1662
 NH1662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1662
 NH1662.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1662
 NH1662.The ellipsoidal height was determined by GPS observations
 NH1662.and is referenced to NAD 83.
 NH1662
 NH1662. The following values were computed from the NAD 83(2011) position.
 NH1662
 NH1662;                    North         East     Units Scale Factor Converg.
 NH1662;SPC WI S     -    78,146.372   739,318.399   MT  1.00000888   +1 10 05.5
 NH1662;SPC WI S     -   256,385.22  2,425,580.45   sFT  1.00000888   +1 10 05.5
 NH1662;UTM  16      - 4,727,282.414   393,522.168   MT  0.99973948   -0 52 53.1
 NH1662
 NH1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1662!SPC WI S     -   0.99996846  x   1.00000888  =   0.99997734
 NH1662!UTM  16      -   0.99996846  x   0.99973948  =   0.99970795
 NH1662
 NH1662:                Primary Azimuth Mark                     Grid Az
 NH1662:SPC WI S     -  BURLPORT AZ MK                           287 33 13.5
 NH1662:UTM  16      -  BURLPORT AZ MK                           289 36 12.1
 NH1662
 NH1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9352227282(NAD 83)
 NH1662
 NH1662|---------------------------------------------------------------------|
 NH1662| PID    Reference Object                     Distance      Geod. Az  |
 NH1662|                                                           dddmmss.s |
 NH1662| NH1663 BURLPORT AZ MK                      APPROX. 0.9 KM 2884319.0 |
 NH1662|---------------------------------------------------------------------|
 NH1662
 NH1662                          SUPERSEDED SURVEY CONTROL
 NH1662
 NH1662  NAD 83(2007)-  42 41 26.35532(N)    088 17 59.39482(W) AD(2002.00) 0
 NH1662  ELLIP H (02/10/07)  201.151  (m)                       GP(2002.00)    
 NH1662  NAD 83(1997)-  42 41 26.35521(N)    088 17 59.39516(W) AD(       ) A
 NH1662  ELLIP H (04/28/99)  201.153  (m)                       GP(       ) 3 1
 NH1662  NAD 83(1991)-  42 41 26.35317(N)    088 17 59.38663(W) AD(       ) 1
 NH1662  ELLIP H (08/19/91)  201.313  (m)                       GP(       ) 4 1
 NH1662  NAVD 88 (04/28/99)  235.45   (m)  GEOID96  model used  GPS OBS        
 NH1662  NGVD 29 (08/19/91)  235.57   (m)  UNKNOWN  model used  GPS OBS        
 NH1662
 NH1662.Superseded values are not recommended for survey control.
 NH1662
 NH1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1662.See file dsdata.pdf to determine how the superseded data were derived.
 NH1662
 NH1662_MARKER: DH = HORIZONTAL CONTROL DISK
 NH1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1662_STAMPING: BURLPORT 1989
 NH1662_MARK LOGO: NGS
 NH1662_PROJECTION: FLUSH
 NH1662_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1662+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 NH1662
 NH1662  HISTORY     - Date     Condition        Report By
 NH1662  HISTORY     - 1989     MONUMENTED       WIHD
 NH1662  HISTORY     - 19900910 GOOD
 NH1662  HISTORY     - 19971217 GOOD             NGS
 NH1662  HISTORY     - 2001     GOOD             WIDT
 NH1662  HISTORY     - 20070920 GOOD             WOOLPT
 NH1662
 NH1662                          STATION DESCRIPTION
 NH1662
 NH1662'DESCRIBED BY WI HIGHWAY DEPT 1989
 NH1662'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF BURLINGTON,
 NH1662'AT THE BURLINGTON MUNICIPAL AIRPORT AND ON THE WEST SIDE OF THE
 NH1662'JUNCTION OF THE TAXIWAYS AT THE APRON.  OWNERSHIP--CITY OF
 NH1662'BURLINGTON, BURLINGTON CITY HALL, BURLINGTON, WI 53105, PHONE
 NH1662'414-763-3070, AIRPORT MANAGER IS BOB WASHBORN, PHONE 414-763-9509.
 NH1662'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND 36 IN
 NH1662'BURLINGTON, GO WESTERLY ON STATE HIGHWAY 11 FOR 1.15 KM (0.71 MI) TO
 NH1662'THE JUNCTION OF BIENEMAN ROAD ON THE RIGHT, TURN RIGHT, NORTHERLY, ON
 NH1662'BIENEMAN ROAD FOR 0.9 KM (0.6 MI) TO THE AIRPORT ENTRANCE ON THE
 NH1662'LEFT, TURN LEFT, WEST, ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO
 NH1662'A GATE, PASS THROUGH THE GATE ONTO THE APRON AND TAXIWAYS, TURN
 NH1662'RIGHT, WEST, ON THE TAXIWAY FOR ABOUT 30.48 M (100.00 FT) TO THE
 NH1662'STATION ON THE LEFT IN THE GRASSY MEDIAN BETWEEN THE RUNWAY AND
 NH1662'TAXIWAY.
 NH1662'THE STATION IS LOCATED 38.2 M (125.3 FT) NORTH OF THE CENTER OF THE
 NH1662'RUNWAY, 38.6 M (126.6 FT) WEST OF THE CENTER OF THE TAXIWAY, 20.65 M
 NH1662'(67.75 FT) SOUTH OF THE CENTER OF THE TAXIWAY AND 0.3 M (1.0 FT)
 NH1662'NORTH OF A FIBERGLASS WITNESS POST.
 NH1662
 NH1662                          STATION RECOVERY (1990)
 NH1662
 NH1662'RECOVERED 1990
 NH1662'RECOVERED IN GOOD CONDITION.
 NH1662
 NH1662                          STATION RECOVERY (1997)
 NH1662
 NH1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NH1662'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 NH1662'BURLINGTON MUNICIPAL (C52) AIRPORT.  THE STATION IS LOCATED ABOUT 49
 NH1662'KM (30.45 MI) SOUTHWEST OF MILWAUKEE, 12 KM (7.45 MI) SOUTHEAST OF
 NH1662'INTERSTATE HIGHWAY 43, ON THE NORTHWEST SIDE OF BURLINGTON, AT THE
 NH1662'BURLINGTON MUNICIPAL AIRPORT, IN THE GRASS MEDIAN BETWEEN RUNWAY 11-29
 NH1662'AND THE PARALLEL TAXIWAY, AND IN THE NORTHWEST QUADRANT OF THE
 NH1662'JUNCTION OF THE RUNWAY AND THE 1ST CONNECTOR TAXIWAY NORTHWEST OF
 NH1662'RUNWAY END 29.  CITY OF BURLINGTON, CITY HALL, 300 NORTH PINE,
 NH1662'BURLINGTON, WI 53105.  AIRPORT MANAGER IS ROBERT ONEILL.  PHONE
 NH1662'414-763-9509.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 11 (PINE
 NH1662'STREET) AND 36 (CHESTNUT AVENUE) , GO WESTERLY ON HIGHWAY 11 FOR 0.96
 NH1662'KM (0.60 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTHWESTERLY, ON
 NH1662'BIENEMAN ROAD FOR 0.9 KM (0.55 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 NH1662'LEFT.  TURN LEFT AND PROCEED WEST ON AIRPORT DRIVE FOR 1.23 KM (0.75
 NH1662'MI) PASSING THROUGH A GATE TO TAXIWAY JULIET ON THE LEFT.  TURN LEFT
 NH1662'AND GO SOUTH ON THE TAXIWAY ACROSS THE APRON FOR 0.16 KM (0.10 MI) TO
 NH1662'A CONNECTOR TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH
 NH1662'ON THE TAXIWAY CROSSING THE PARALLEL TAXIWAY FOR 0.08 KM (0.05 MI) TO
 NH1662'THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 40 CM
 NH1662'ROUND CONCRETE POST RECESSED 5 CM BELOW THE GROUND. IT IS 38.9 M
 NH1662'(127.6 FT) NORTH OF AND ABOUT 0.5 M (1.6 FT) LOWER THAN THE RUNWAY
 NH1662'CENTER, 38.5 M (126.3 FT) WEST OF THE CONNECTOR TAXIWAY CENTER, 20.6 M
 NH1662'(67.6 FT) SOUTH OF THE PARALLEL TAXIWAY CENTER, 1.9 M (6.2 FT) NORTH
 NH1662'OF THE EXTENDED STOP LINE CENTER, AND 0.3 M (1.0 FT) EAST OF A
 NH1662'FIBERGLASS WITNESS POST.
 NH1662
 NH1662                          STATION RECOVERY (2001)
 NH1662
 NH1662'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH1662'RECOVERED AS DESCRIBED.
 NH1662
 NH1662                          STATION RECOVERY (2007)
 NH1662
 NH1662'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (DJK)
 NH1662'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1663 ***********************************************************************
 NH1663  DESIGNATION -  BURLPORT AZ MK
 NH1663  PID         -  NH1663
 NH1663  STATE/COUNTY-  WI/WALWORTH
 NH1663  COUNTRY     -  US
 NH1663  USGS QUAD   -  BURLINGTON (2018)
 NH1663
 NH1663                         *CURRENT SURVEY CONTROL
 NH1663  ______________________________________________________________________
 NH1663* NAD 83(1997) POSITION- 42 41 35.21821(N) 088 18 34.85135(W)   ADJUSTED
 NH1663* NAD 83(1997) ELLIP HT-   201.886 (meters)        (09/30/02)   ADJUSTED
 NH1663* NAVD 88 ORTHO HEIGHT -   236.2   (meters)      775.    (feet) VERTCON3
 NH1663  ______________________________________________________________________
 NH1663  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 NH1663  NAD 83(1997) X  -    138,498.491 (meters)                     COMP
 NH1663  NAD 83(1997) Y  - -4,693,242.146 (meters)                     COMP
 NH1663  NAD 83(1997) Z  -  4,302,643.453 (meters)                     COMP
 NH1663  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 NH1663  HORZ ORDER      -  FIRST
 NH1663  ELLP ORDER      -  FOURTH    CLASS I
 NH1663
 NH1663.This mark is at Burlington Airport (C52)
 NH1663
 NH1663.The horizontal coordinates were established by GPS observations
 NH1663.and adjusted by the National Geodetic Survey in September 2002.
 NH1663
 NH1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1663
 NH1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1663.GEOID18 height accuracy estimate available here.
 NH1663
 NH1663.Click photographs - Photos may exist for this station.
 NH1663
 NH1663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1663
 NH1663.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1663
 NH1663.The ellipsoidal height was determined by GPS observations
 NH1663.and is referenced to NAD 83.
 NH1663
 NH1663. The following values were computed from the NAD 83(1997) position.
 NH1663
 NH1663;                    North         East     Units Scale Factor Converg.
 NH1663;SPC WI S     -    78,403.398   738,505.877   MT  1.00000835   +1 09 41.1
 NH1663;SPC WI S     -   257,228.48  2,422,914.70   sFT  1.00000835   +1 09 41.1
 NH1663;UTM  16      - 4,727,568.259   392,719.574   MT  0.99974159   -0 53 17.3
 NH1663
 NH1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1663!SPC WI S     -   0.99996834  x   1.00000835  =   0.99997669
 NH1663!UTM  16      -   0.99996834  x   0.99974159  =   0.99970994
 NH1663
 NH1663:                Primary Azimuth Mark                     Grid Az
 NH1663:SPC WI S     -  BURLPORT                                 107 33 13.9
 NH1663:UTM  16      -  BURLPORT                                 109 36 12.3
 NH1663
 NH1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9271927568(NAD 83)
 NH1663
 NH1663|---------------------------------------------------------------------|
 NH1663| PID    Reference Object                     Distance      Geod. Az  |
 NH1663|                                                           dddmmss.s |
 NH1663| NH1662 BURLPORT                            APPROX. 0.9 KM 1084255.0 |
 NH1663|---------------------------------------------------------------------|
 NH1663
 NH1663                          SUPERSEDED SURVEY CONTROL
 NH1663
 NH1663  NAD 83(1991)-  42 41 35.21614(N)    088 18 34.84301(W) AD(       ) 1
 NH1663  ELLIP H (08/19/91)  202.044  (m)                       GP(       ) 4 1
 NH1663  NGVD 29 (08/19/91)  236.3    (m)  UNKNOWN  model used  GPS OBS        
 NH1663
 NH1663.Superseded values are not recommended for survey control.
 NH1663
 NH1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1663.See file dsdata.pdf to determine how the superseded data were derived.
 NH1663
 NH1663_MARKER: DZ = AZIMUTH MARK DISK
 NH1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1663_STAMPING: BURLPORT 1989
 NH1663_MARK LOGO: NGS
 NH1663_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1663+STABILITY: SURFACE MOTION
 NH1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1663+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 NH1663
 NH1663  HISTORY     - Date     Condition        Report By
 NH1663  HISTORY     - 1989     MONUMENTED       WIHD
 NH1663  HISTORY     - 19900910 GOOD
 NH1663  HISTORY     - 20070920 GOOD             WOOLPT
 NH1663
 NH1663                          STATION DESCRIPTION
 NH1663
 NH1663'DESCRIBED BY WI HIGHWAY DEPT 1989
 NH1663'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF BURLINGTON,
 NH1663'AT THE BURLINGTON MUNICIPAL AIRPORT AND ON THE SOUTH SIDE OF THE
 NH1663'TAXIWAY AND NEAR THE END OF RUNWAY.  OWNERSHIP--CITY OF BURLINGTON,
 NH1663'BURLINGTON CITY HALL, BURLINGTON, WI 53105, PHONE 414-763-3070,
 NH1663'AIRPORT MANAGER IS BOB WASHBORN, PHONE 414-763-9509.
 NH1663'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND 36 IN
 NH1663'BURLINGTON, GO WESTERLY ON STATE HIGHWAY 11 FOR 1.15 KM (0.71 MI) TO
 NH1663'THE JUNCTION OF BIENEMAN ROAD ON THE RIGHT, TURN RIGHT, NORTHERLY, ON
 NH1663'BIENEMAN ROAD FOR 0.9 KM (0.6 MI) TO THE AIRPORT ENTRANCE ON THE
 NH1663'LEFT, TURN LEFT, WEST, ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO
 NH1663'A GATE, PASS THROUGH THE GATE ONTO THE APRON AND TAXIWAYS, TURN
 NH1663'RIGHT, WEST, ON THE TAXIWAY FOR 0.88 KM (0.55 MI) TO THE STATION ON
 NH1663'THE LEFT NEAR THE END OF THE TAXIWAY LEADING TO THE END OF RUNWAY 11.
 NH1663'THE STATION IS LOCATED 32.8 M (107.6 FT) NORTH OF THE CENTER OF THE
 NH1663'RUNWAY, 27.2 M (89.2 FT) EAST OF THE CENTER 1 OF 4 TAXIWAY LIGHTS,
 NH1663'22.4 M (73.5 FT) SOUTH OF THE CENTER OF THE TAXIWAY AND 0.3 M
 NH1663'(1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 NH1663
 NH1663                          STATION RECOVERY (1990)
 NH1663
 NH1663'RECOVERED 1990
 NH1663'RECOVERED IN GOOD CONDITION.
 NH1663
 NH1663                          STATION RECOVERY (2007)
 NH1663
 NH1663'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (DJK)
 NH1663'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1196 ***********************************************************************
 PN1196  DESIGNATION -  BURMEISTER
 PN1196  PID         -  PN1196
 PN1196  STATE/COUNTY-  WI/MARATHON
 PN1196  COUNTRY     -  US
 PN1196  USGS QUAD   -  MARATHON (2018)
 PN1196
 PN1196                         *CURRENT SURVEY CONTROL
 PN1196  ______________________________________________________________________
 PN1196* NAD 83(1991) POSITION- 44 59 20.88327(N) 089 50 40.83384(W)   ADJUSTED
 PN1196* NAVD 88 ORTHO HEIGHT -   438.8   (meters)     1440.    (feet) VERTCON3
 PN1196  ______________________________________________________________________
 PN1196  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 PN1196  LAPLACE CORR    -         -6.74  (seconds)                    DEFLEC18
 PN1196  HORZ ORDER      -  SECOND
 PN1196
 PN1196.The horizontal coordinates were established by classical geodetic methods
 PN1196.and adjusted by the National Geodetic Survey in November 1991.
 PN1196
 PN1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1196
 PN1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1196.GEOID18 height accuracy estimate available here.
 PN1196
 PN1196.Click photographs - Photos may exist for this station.
 PN1196
 PN1196.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1196
 PN1196. The following values were computed from the NAD 83(1991) position.
 PN1196
 PN1196;                    North         East     Units Scale Factor Converg.
 PN1196;SPC WI C     -   128,443.368   612,248.405   MT  0.99994264   +0 06 34.5
 PN1196;SPC WI C     -   421,401.28  2,008,684.98   sFT  0.99994264   +0 06 34.5
 PN1196;UTM  16      - 4,985,680.559   275,753.485   MT  1.00021838   -2 00 43.0
 PN1196
 PN1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1196!SPC WI C     -   0.99993650  x   0.99994264  =   0.99987915
 PN1196!UTM  16      -   0.99993650  x   1.00021838  =   1.00015487
 PN1196
 PN1196:                Primary Azimuth Mark                     Grid Az
 PN1196:SPC WI C     -  MARATHON CITY TANK                       179 32 55.5
 PN1196:UTM  16      -  MARATHON CITY TANK                       181 40 13.0
 PN1196
 PN1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7575385680(NAD 83)
 PN1196
 PN1196|---------------------------------------------------------------------|
 PN1196| PID    Reference Object                     Distance      Geod. Az  |
 PN1196|                                                           dddmmss.s |
 PN1196| CJ4363 BURMEISTER RM 1                      39.712 METERS 01505     |
 PN1196| CJ4364 BURMEISTER RM 2                      10.406 METERS 08735     |
 PN1196| PN1194 MARATHON CITY TANK                  APPROX. 7.4 KM 1793930.0 |
 PN1196|---------------------------------------------------------------------|
 PN1196
 PN1196                          SUPERSEDED SURVEY CONTROL
 PN1196
 PN1196  NAD 83(1986)-  44 59 20.88172(N)    089 50 40.84013(W) AD(       ) 2
 PN1196  NAD 27      -  44 59 20.99854(N)    089 50 40.38419(W) AD(       ) 2
 PN1196  NGVD 29 (07/19/86)  438.8    (m)         1440.     (f) VERT ANG       
 PN1196
 PN1196.Superseded values are not recommended for survey control.
 PN1196
 PN1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1196.See file dsdata.pdf to determine how the superseded data were derived.
 PN1196
 PN1196_MARKER: DD = SURVEY DISK
 PN1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1196_STAMPING: BURMEISTER 1979
 PN1196_MARK LOGO: WIDT
 PN1196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1196+STABILITY: SURFACE MOTION
 PN1196
 PN1196  HISTORY     - Date     Condition        Report By
 PN1196  HISTORY     - 1979     MONUMENTED       WIDT
 PN1196  HISTORY     - 20010331 GOOD             NGS
 PN1196
 PN1196                          STATION DESCRIPTION
 PN1196
 PN1196'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1196'THE STATION IS LOCATED ABOUT 11 MILES WEST NORTH WEST OF WAUSAU, 4
 PN1196'MILES NORTH OF MARATHON CITY, AND 3 MILES SOUTH OF LITTLE CHICAGO
 PN1196'ALONG STH 107 ON LAND OWNED BY MR. GARY BURMEISTER.
 PN1196'
 PN1196'TO REACH THE STATION FROM THE JUNCTION OF STH 29 AND STH 107 NORTH OF
 PN1196'MARATHON CITY GO NORTH ON STH 107 FOR 3.2 MILES TO STATION 63 FEET
 PN1196'WEST OF THE CENTER OF THE HIGHWAY.
 PN1196'
 PN1196'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BURMEISTER
 PN1196'1979---.  THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 PN1196'CONCRETE MONUMENT WHICH PROJECTS 3.5 INCHES ABOVE GROUND.  IT IS 117
 PN1196'FEET NORTH OF THE CENTER OF MR. GARY BURMEISTERS DRIVEWAY, 63 FEET
 PN1196'WEST OF THE CENTER OF STH 107, 40 FEET NORTH NORTHWEST OF A 2 INCH
 PN1196'SRUCE TREE, AND 34 FEET WEST OF THE METAL WITNESS POST BY RM 2.  THE
 PN1196'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET
 PN1196'BELOW GROUND.
 PN1196'
 PN1196'REFERENCE MARK 1 IS A BERNSTEN 3 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1196'MAGNETIC CAP DRIVEN FLUSH WITH THE GROUND.  THE CAP IS STAMPED---
 PN1196'BURMEISTER RM 1 1979---.  IT IS 141.5 FEET NORTH OF THE DRIVEWAY OF
 PN1196'MR. BURMEISTER, 124.5 FEET NORTH OF A FENCE CORNER, 29.5 FEET WEST OF
 PN1196'THE CENTER OF STH 107, AND 0.5 FEET SOUTH OF A METAL WITNESS POST.
 PN1196'
 PN1196'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BURMEISTER RM 2
 PN1196'1979---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1196'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 117 FEET NORTH OF THE CENTER OF
 PN1196'THE DRIVEWAY OF MR. BURMEISTER, 46 FEET NORTHEAST OF A 2 INCH SPRUCE
 PN1196'TREE, 29 FEET WEST OF THE CENTER OF STH 107, AND 1.5 FEET SOUTH OF A
 PN1196'METAL WITNESS POST.
 PN1196'
 PN1196'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.46 METERS.
 PN1196
 PN1196                          STATION RECOVERY (2001)
 PN1196
 PN1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN1196'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1270 ***********************************************************************
 NH1270  DESIGNATION -  BURNETT
 NH1270  PID         -  NH1270
 NH1270  STATE/COUNTY-  WI/ROCK
 NH1270  COUNTRY     -  US
 NH1270  USGS QUAD   -  CLINTON (2018)
 NH1270
 NH1270                         *CURRENT SURVEY CONTROL
 NH1270  ______________________________________________________________________
 NH1270* NAD 83(1991) POSITION- 42 33 25.96195(N) 088 50 59.99799(W)   ADJUSTED
 NH1270* NAVD 88 ORTHO HEIGHT -   289.    (meters)      948.    (feet) SCALED
 NH1270  ______________________________________________________________________
 NH1270  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 NH1270  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 NH1270  HORZ ORDER      -  SECOND
 NH1270
 NH1270.The horizontal coordinates were established by classical geodetic methods
 NH1270.and adjusted by the National Geodetic Survey in November 1991.
 NH1270
 NH1270.The orthometric height was scaled from a topographic map.
 NH1270
 NH1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1270.GEOID18 height accuracy estimate available here.
 NH1270
 NH1270.Click photographs - Photos may exist for this station.
 NH1270
 NH1270.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1270
 NH1270. The following values were computed from the NAD 83(1991) position.
 NH1270
 NH1270;                    North         East     Units Scale Factor Converg.
 NH1270;SPC WI S     -    62,553.423   694,443.484   MT  1.00004016   +0 47 24.6
 NH1270;SPC WI S     -   205,227.36  2,278,353.33   sFT  1.00004016   +0 47 24.6
 NH1270;SPC WI S     -   205,227.36  2,278,353.33   sFT  1.00004016   +0 47 24.6
 NH1270;SPC IL W     -   654,813.603   808,124.492   MT  1.00008496   +0 53 26.1
 NH1270;SPC IL W     - 2,148,334.30  2,651,321.77   sFT  1.00008496   +0 53 26.1
 NH1270;SPC WI S     -    62,553.423   694,443.484   MT  1.00004016   +0 47 24.6
 NH1270;UTM  16      - 4,713,304.363   348,129.058   MT  0.99988378   -1 15 05.2
 NH1270
 NH1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1270!SPC WI S     -   0.99995998  x   1.00004016  =   1.00000014
 NH1270!SPC IL W     -   0.99995998  x   1.00008496  =   1.00004494
 NH1270!SPC WI S     -   0.99995998  x   1.00004016  =   1.00000014
 NH1270!UTM  16      -   0.99995998  x   0.99988378  =   0.99984377
 NH1270
 NH1270:                Primary Azimuth Mark                     Grid Az
 NH1270:SPC WI S     -  CLINTON                                  242 49 38.7
 NH1270:SPC IL W     -  CLINTON                                  242 43 37.2
 NH1270:SPC WI S     -  CLINTON                                  242 49 38.7
 NH1270:UTM  16      -  CLINTON                                  244 52 08.5
 NH1270
 NH1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4812913304(NAD 83)
 NH1270
 NH1270|---------------------------------------------------------------------|
 NH1270| PID    Reference Object                     Distance      Geod. Az  |
 NH1270|                                                           dddmmss.s |
 NH1270| CI9136 BURNETT RM                           12.020 METERS 04544     |
 NH1270| NH1272 CLINTON                             APPROX. 1.7 KM 2433703.3 |
 NH1270|---------------------------------------------------------------------|
 NH1270
 NH1270                          SUPERSEDED SURVEY CONTROL
 NH1270
 NH1270  NAD 83(1986)-  42 33 25.95931(N)    088 51 00.00250(W) AD(       ) 2
 NH1270  NAD 27      -  42 33 25.90800(N)    088 50 59.61900(W) AD(       ) 2
 NH1270  USSD        -  42 33 25.99100(N)    088 50 59.41500(W) AD(       ) 3
 NH1270
 NH1270.Superseded values are not recommended for survey control.
 NH1270
 NH1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1270.See file dsdata.pdf to determine how the superseded data were derived.
 NH1270
 NH1270_MARKER: DS = TRIANGULATION STATION DISK
 NH1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1270_STAMPING: BURNETT 1920
 NH1270_MARK LOGO: CGS
 NH1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1270+STABILITY: SURFACE MOTION
 NH1270
 NH1270  HISTORY     - Date     Condition        Report By
 NH1270  HISTORY     - 1920     MONUMENTED       CGS
 NH1270  HISTORY     - 1930     GOOD             CGS
 NH1270  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 NH1270  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1270
 NH1270                          STATION DESCRIPTION
 NH1270
 NH1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1270'STATION IS LOCATED ABOUT 3/4 MILE E OF CLINTON, ON THE N SIDE
 NH1270'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK,
 NH1270'55 YARDS E OF THE FIRST ROAD CROSSING E OF CLINTON, 80 YARDS
 NH1270'E OF THE SEMAPHORE SIGNAL CONTROLLING THE E END OF THE YARDS
 NH1270'AT CLINTON, AND 8.75 METERS (28.71 FEET) N OF THE N AND NEAREST
 NH1270'RAIL.  SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 NH1270'BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1270'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK,
 NH1270'NEAR THE FENCE LINE, 12.02 METERS (39.44 FEET) FROM THE
 NH1270'STATION, 45 DEG 44 MIN E.
 NH1270
 NH1270                          STATION RECOVERY (1930)
 NH1270
 NH1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1270'MARK WAS FOUND AS DESCRIBED AND THE DESCRIPTION IS ADEQUATE.
 NH1270'IT IS ON THE EDGE OF A HIGH CUT AND IS LIABLE TO FALL AT ANY
 NH1270'TIME.
 NH1270'
 NH1270'THIS IS A TRAVERSE STATION.
 NH1270
 NH1270                          STATION RECOVERY (1995)
 NH1270
 NH1270'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1270'MARK NOT FOUND.
 NH1270
 NH1270                          STATION RECOVERY (2001)
 NH1270
 NH1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1270'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1343 ***********************************************************************
 OM1343  DESIGNATION -  BURNETT GPS
 OM1343  PID         -  OM1343
 OM1343  STATE/COUNTY-  WI/DODGE
 OM1343  COUNTRY     -  US
 OM1343  USGS QUAD   -  WAUPUN SOUTH (2018)
 OM1343
 OM1343                         *CURRENT SURVEY CONTROL
 OM1343  ______________________________________________________________________
 OM1343* NAD 83(2011) POSITION- 43 30 47.87134(N) 088 42 31.80426(W)   ADJUSTED
 OM1343* NAD 83(2011) ELLIP HT-   242.294 (meters)        (06/27/12)   ADJUSTED
 OM1343* NAD 83(2011) EPOCH   -  2010.00
 OM1343* NAVD 88 ORTHO HEIGHT -   277.557 (meters)      910.62  (feet) ADJUSTED
 OM1343  ______________________________________________________________________
 OM1343  GEOID HEIGHT    -        -35.262 (meters)                     GEOID18
 OM1343  NAD 83(2011) X  -    104,397.378 (meters)                     COMP
 OM1343  NAD 83(2011) Y  - -4,631,874.598 (meters)                     COMP
 OM1343  NAD 83(2011) Z  -  4,369,200.138 (meters)                     COMP
 OM1343  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 OM1343  DYNAMIC HEIGHT  -        277.492 (meters)      910.41  (feet) COMP
 OM1343  MODELED GRAVITY -    980,381.5   (mgal)                       NAVD 88
 OM1343  OBS GRAVITY     -    980,383.0   (mgal)                       GRAV_OBS
 OM1343
 OM1343  VERT ORDER      -  SECOND    CLASS I
 OM1343
 OM1343  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1343  Standards:
 OM1343         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1343            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1343  -------------------------------------------------------------------
 OM1343  NETWORK    0.38   0.57           0.17   0.14   0.29     -0.01658766
 OM1343  -------------------------------------------------------------------
 OM1343  Click here for local accuracies and other accuracy information.
 OM1343
 OM1343.The horizontal coordinates were established by GPS observations
 OM1343.and adjusted by the National Geodetic Survey in June 2012.
 OM1343
 OM1343.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1343.been affixed to the stable North American tectonic plate. See 
 OM1343.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1343
 OM1343.The horizontal coordinates are valid at the epoch date displayed above
 OM1343.which is a decimal equivalence of Year/Month/Day.
 OM1343
 OM1343.The orthometric height was determined by differential leveling and
 OM1343.adjusted by the WI DEPT OF TRANSP
 OM1343.in May 2012.
 OM1343
 OM1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1343.GEOID18 height accuracy estimate available here.
 OM1343
 OM1343.Click photographs - Photos may exist for this station.
 OM1343
 OM1343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1343
 OM1343.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1343
 OM1343.The ellipsoidal height was determined by GPS observations
 OM1343.and is referenced to NAD 83.
 OM1343
 OM1343.The dynamic height is computed by dividing the NAVD 88
 OM1343.geopotential number by the normal gravity value computed on the
 OM1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1343.degrees latitude (g = 980.6199 gals.).
 OM1343
 OM1343.The modeled gravity was interpolated from observed gravity values.
 OM1343
 OM1343.The observed gravity was obtained from relative gravimeter ties
 OM1343.to the IGSN71 gravity network.
 OM1343
 OM1343. The following values were computed from the NAD 83(2011) position.
 OM1343
 OM1343;                    North         East     Units Scale Factor Converg.
 OM1343;SPC WI S     -   168,921.457   704,391.241   MT  0.99993445   +0 53 13.8
 OM1343;SPC WI S     -   554,203.15  2,310,990.26   sFT  0.99993445   +0 53 13.8
 OM1343;UTM  16      - 4,819,236.559   361,879.647   MT  0.99983466   -1 10 36.3
 OM1343
 OM1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1343!SPC WI S     -   0.99996201  x   0.99993445  =   0.99989646
 OM1343!UTM  16      -   0.99996201  x   0.99983466  =   0.99979667
 OM1343
 OM1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6187919236(NAD 83)
 OM1343
 OM1343                          SUPERSEDED SURVEY CONTROL
 OM1343
 OM1343  NAD 83(2007)-  43 30 47.87138(N)    088 42 31.80511(W) AD(2002.00) 0
 OM1343  ELLIP H (02/10/07)  242.328  (m)                       GP(2002.00)    
 OM1343  ELLIP H (11/17/00)  242.341  (m)                       GP(       ) 3 2
 OM1343  NAD 83(1997)-  43 30 47.87136(N)    088 42 31.80500(W) AD(       ) 1
 OM1343  ELLIP H (07/06/00)  242.341  (m)                       GP(       ) 2 1
 OM1343  NAVD 88             277.53   (m)          910.5    (f) LEVELING    3  
 OM1343  NAVD 88 (04/20/07)  277.530  (m)          910.53   (f) SUPERSEDED  2 1
 OM1343  NAVD 88 (10/20/00)  277.516  (m)          910.48   (f) SUPERSEDED  2 1
 OM1343  NAVD 88             277.51   (m)          910.5    (f) LEVELING    3  
 OM1343
 OM1343.Superseded values are not recommended for survey control.
 OM1343
 OM1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1343.See file dsdata.pdf to determine how the superseded data were derived.
 OM1343
 OM1343_MARKER: DD = SURVEY DISK
 OM1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1343_STAMPING: BURNETT GPS 1992
 OM1343_MARK LOGO: WI-027
 OM1343_PROJECTION: FLUSH
 OM1343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1343+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 OM1343
 OM1343  HISTORY     - Date     Condition        Report By
 OM1343  HISTORY     - 1992     MONUMENTED       WI-027
 OM1343  HISTORY     - 19931122 GOOD             WIDT
 OM1343  HISTORY     - 19990713 GOOD             WIDT
 OM1343  HISTORY     - 20030813 GOOD             USPSQD
 OM1343  HISTORY     - 2004     GOOD             WIDT
 OM1343  HISTORY     - 20040614 GOOD             WIDT
 OM1343  HISTORY     - 20050705 GOOD             WIDT
 OM1343  HISTORY     - 20060918 GOOD             USPSQD
 OM1343  HISTORY     - 20110710 GOOD             WOOLPT
 OM1343  HISTORY     - 20160912 GOOD             WIDT
 OM1343
 OM1343                          STATION DESCRIPTION
 OM1343
 OM1343'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1343'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1343'DODGE COUNTY GRID REFERENCE E8, ABOUT 1.2 KM (0.75 MI) NORTH OF
 OM1343'BURNETT, IN THE SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 16,
 OM1343'T12N, R15E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS
 OM1343'OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1343'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 26 AND
 OM1343'COUNTY TRUNK HIGHWAY BI ON THE NORTH EDGE OF BURNETT, GO NORTH ON
 OM1343'STATE HIGHWAY 26 FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT.
 OM1343'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1343'FLUSH WITH THE GROUND.  IT IS 15.8 M (51.8 FT) WEST FROM THE CENTER
 OM1343'OF STATE HIGHWAY 26 AND 0.5 M (1.6 FT) EAST FROM A WHITE PLASTIC
 OM1343'T-POST.
 OM1343
 OM1343                          STATION RECOVERY (1999)
 OM1343
 OM1343'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1343'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF BEAVER DAM
 OM1343'AND 11.3 KM (7.00 MI) NORTH OF JUNEAU.  OWNERSHIP--WISCONSIN
 OM1343'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 OM1343'OF STATE HIGHWAY 26 WITH STATE HIGHEWAY 33, APPROXIMATELY 4.0 KM (2.50
 OM1343'MI) NORTH OF THE CITY OF JUNEAU, GO NORTH ON STATE HIGHWAY 26 FOR 7.4
 OM1343'KM (4.60 MI) TO COUNTY HIGHWAY BI CONTINUE NORTH ON STATE HIGHWAY 26
 OM1343'FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 OM1343'BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK STAMPED --BURNETT GPS
 OM1343'1992-- AND SET IN THE TOP OF A 45 CM (18-INCH) DIAMETER CONCRETE POST
 OM1343'LEVEL WITH THE GROUND AND ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY
 OM1343'PAVEMENT.  THE STATION IS 16.0 M (52.5 FT) WEST OF THE CENTERLINE OF
 OM1343'STATE HIGHWAY 26, 27.9 M (91.5 FT) SOUTH OF A GUY POLE --12-15-16
 OM1343'40/39, 13.1 M (43.0 FT) NORTH OF METAL POST FOR --TOWN OF BURNETT
 OM1343'N8779--, 6.5 M (21.3 FT) WEST OF OF THE TOP CENTER NORTH END 50 CM
 OM1343'(20-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, 5.0 M (16.4 FT)
 OM1343'NORTH OF CENTERLINE OF PRIVATE ENTRANCE --N8779--, AND 0.5 M (1.6 FT)
 OM1343'EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO
 OM1343'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 OM1343'HORIZON.
 OM1343
 OM1343                          STATION RECOVERY (2003)
 OM1343
 OM1343'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1343'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1 M NORTH AND 1 M
 OM1343'SOUTH OF TWO 4X4 ORANGE PLASTIC GUARD POSTS.  THERE IS NO WHITE
 OM1343'PLASTIC WITNESS POST PRESENT.  THE SIGN POST FOR -N8779- IS LYING ON
 OM1343'THE GROUND.
 OM1343
 OM1343                          STATION RECOVERY (2004)
 OM1343
 OM1343'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1343'RECOVERED AS DESCRIBED.
 OM1343
 OM1343                          STATION RECOVERY (2004)
 OM1343
 OM1343'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1343'RECOVERED AS DESCRIBED EXCEPT THE STATION IS 12 M NORTHEAST OF A METAL
 OM1343'POST FOR --TOWN OF BURNETT N8779--.
 OM1343
 OM1343                          STATION RECOVERY (2005)
 OM1343
 OM1343'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM1343'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH AND 1.0
 OM1343'M SOUTH OF TWO ORANGE PLASTIC GUARD POSTS.
 OM1343
 OM1343                          STATION RECOVERY (2006)
 OM1343
 OM1343'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1343'RECOVERED IN GOOD CONDITION.
 OM1343
 OM1343                          STATION RECOVERY (2011)
 OM1343
 OM1343'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JKN)
 OM1343'RECOVERED IN GOOD CONDITION.
 OM1343
 OM1343                          STATION RECOVERY (2016)
 OM1343
 OM1343'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 OM1343'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1345 ***********************************************************************
 OM1345  DESIGNATION -  BURNETT S GPS
 OM1345  PID         -  OM1345
 OM1345  STATE/COUNTY-  WI/DODGE
 OM1345  COUNTRY     -  US
 OM1345  USGS QUAD   -  HORICON (2018)
 OM1345
 OM1345                         *CURRENT SURVEY CONTROL
 OM1345  ______________________________________________________________________
 OM1345* NAD 83(2011) POSITION- 43 28 23.57244(N) 088 42 03.94871(W)   ADJUSTED
 OM1345* NAD 83(2011) ELLIP HT-   244.195 (meters)        (06/27/12)   ADJUSTED
 OM1345* NAD 83(2011) EPOCH   -  2010.00
 OM1345* NAVD 88 ORTHO HEIGHT -   279.368 (meters)      916.56  (feet) ADJUSTED
 OM1345  ______________________________________________________________________
 OM1345  GEOID HEIGHT    -        -35.173 (meters)                     GEOID18
 OM1345  NAD 83(2011) X  -    105,092.414 (meters)                     COMP
 OM1345  NAD 83(2011) Y  - -4,634,926.247 (meters)                     COMP
 OM1345  NAD 83(2011) Z  -  4,365,970.639 (meters)                     COMP
 OM1345  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 OM1345  DYNAMIC HEIGHT  -        279.302 (meters)      916.34  (feet) COMP
 OM1345  MODELED GRAVITY -    980,379.0   (mgal)                       NAVD 88
 OM1345  OBS GRAVITY     -    980,380.3   (mgal)                       GRAV_OBS
 OM1345
 OM1345  VERT ORDER      -  SECOND    CLASS I
 OM1345
 OM1345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1345  Standards:
 OM1345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1345  -------------------------------------------------------------------
 OM1345  NETWORK    0.39   0.51           0.18   0.13   0.26     -0.01793062
 OM1345  -------------------------------------------------------------------
 OM1345  Click here for local accuracies and other accuracy information.
 OM1345
 OM1345.The horizontal coordinates were established by GPS observations
 OM1345.and adjusted by the National Geodetic Survey in June 2012.
 OM1345
 OM1345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1345.been affixed to the stable North American tectonic plate. See 
 OM1345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1345
 OM1345.The horizontal coordinates are valid at the epoch date displayed above
 OM1345.which is a decimal equivalence of Year/Month/Day.
 OM1345
 OM1345.The orthometric height was determined by differential leveling and
 OM1345.adjusted by the WI DEPT OF TRANSP
 OM1345.in May 2012.
 OM1345
 OM1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1345.GEOID18 height accuracy estimate available here.
 OM1345
 OM1345.Click photographs - Photos may exist for this station.
 OM1345
 OM1345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1345
 OM1345.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1345
 OM1345.The ellipsoidal height was determined by GPS observations
 OM1345.and is referenced to NAD 83.
 OM1345
 OM1345.The dynamic height is computed by dividing the NAVD 88
 OM1345.geopotential number by the normal gravity value computed on the
 OM1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1345.degrees latitude (g = 980.6199 gals.).
 OM1345
 OM1345.The modeled gravity was interpolated from observed gravity values.
 OM1345
 OM1345.The observed gravity was obtained from relative gravimeter ties
 OM1345.to the IGSN71 gravity network.
 OM1345
 OM1345. The following values were computed from the NAD 83(2011) position.
 OM1345
 OM1345;                    North         East     Units Scale Factor Converg.
 OM1345;SPC WI S     -   164,478.689   705,086.143   MT  0.99993333   +0 53 32.9
 OM1345;SPC WI S     -   539,627.17  2,313,270.12   sFT  0.99993333   +0 53 32.9
 OM1345;UTM  16      - 4,814,772.097   362,414.076   MT  0.99983285   -1 10 14.0
 OM1345
 OM1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1345!SPC WI S     -   0.99996171  x   0.99993333  =   0.99989504
 OM1345!UTM  16      -   0.99996171  x   0.99983285  =   0.99979456
 OM1345
 OM1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6241414772(NAD 83)
 OM1345
 OM1345                          SUPERSEDED SURVEY CONTROL
 OM1345
 OM1345  NAD 83(2007)-  43 28 23.57247(N)    088 42 03.94957(W) AD(2002.00) 0
 OM1345  ELLIP H (02/10/07)  244.229  (m)                       GP(2002.00)    
 OM1345  ELLIP H (11/17/00)  244.248  (m)                       GP(       ) 3 2
 OM1345  NAD 83(1997)-  43 28 23.57246(N)    088 42 03.94949(W) AD(       ) 1
 OM1345  ELLIP H (07/06/00)  244.248  (m)                       GP(       ) 2 1
 OM1345  NAVD 88             279.34   (m)          916.5    (f) LEVELING    3  
 OM1345  NAVD 88 (04/20/07)  279.342  (m)          916.47   (f) SUPERSEDED  2 1
 OM1345  NAVD 88 (10/20/00)  279.324  (m)          916.42   (f) SUPERSEDED  2 1
 OM1345  NAVD 88             279.32   (m)          916.4    (f) LEVELING    3  
 OM1345
 OM1345.Superseded values are not recommended for survey control.
 OM1345
 OM1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1345.See file dsdata.pdf to determine how the superseded data were derived.
 OM1345
 OM1345_MARKER: DD = SURVEY DISK
 OM1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1345_STAMPING: BURNETT S GPS 1992
 OM1345_MARK LOGO: WI-027
 OM1345_PROJECTION: FLUSH
 OM1345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1345+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2016
 OM1345
 OM1345  HISTORY     - Date     Condition        Report By
 OM1345  HISTORY     - 1992     MONUMENTED       WI-027
 OM1345  HISTORY     - 19931122 GOOD             WIDT
 OM1345  HISTORY     - 19990712 GOOD             WIDT
 OM1345  HISTORY     - 20030816 GOOD             USPSQD
 OM1345  HISTORY     - 2004     GOOD             WIDT
 OM1345  HISTORY     - 20040614 GOOD             WIDT
 OM1345  HISTORY     - 20060918 GOOD             USPSQD
 OM1345  HISTORY     - 20160920 GOOD             WIDT
 OM1345
 OM1345                          STATION DESCRIPTION
 OM1345
 OM1345'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1345'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1345'DODGE COUNTY GRID REFERENCE F9, ABOUT 6.6 KM (4.10 MI) NORTHWEST OF
 OM1345'HORICON, IN THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 34,
 OM1345'T12N, R15E, IN THE SOUTHWEST VISION CORNER AT THE INTERSECTION OF
 OM1345'COUNTY TRUNK HIGHWAY E AND WILD GOOSE STATE TRAIL ON THE HIGHWAY
 OM1345'RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS OFFICE AT
 OM1345'414-386-3770 CONCERNING STATION COORDINATES.
 OM1345'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY E
 OM1345'AND STATE HIGHWAY 26, GO EAST ON COUNTY TRUNK HIGHWAY E FOR 0.24 KM
 OM1345'(0.15 MI) TO THE STATION ON THE RIGHT.
 OM1345'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1345'FLUSH WITH THE GROUND.  IT IS 21.9 M (71.9 FT) SOUTH FROM THE CENTER
 OM1345'OF COUNTY TRUNK HIGHWAY E, 5.8 M (19.0 FT) SOUTHEAST FROM THE END
 OM1345'POST OF THE RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) NORTH FROM THE
 OM1345'RIGHT-OF-WAY FENCE AND 0.5 M (1.6 FT) NORTHEAST FROM A WHITE PLASTIC
 OM1345'T-POST.
 OM1345
 OM1345                          STATION RECOVERY (1999)
 OM1345
 OM1345'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1345'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) EAST OF BEAVER DAM AND
 OM1345'4.00 MI (6.44 KM) NORTHWEST OF HORICON.  OWNERSHIP--DODGE COUNTY.  TO
 OM1345'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE
 OM1345'HIGHWAY 33 APPROXIMATELY 4.0 KM (2.50 MI) NORTH OF THE CITY OF JUNEAU,
 OM1345'GO NORTH ON STATE HIGHWAY 26 FOR 3.30 KM (2.05 MI) TO COUNTY HIGHWAY
 OM1345'E, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY E FOR 0.2 KM (0.10 MI) TO
 OM1345'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE DODGE COUNTY
 OM1345'GEODETIC CONTROL MARKER DISK STAMPED --BURNETT S GPS 1992-- AND SET IN
 OM1345'THE TOP OF A 41-CM (16-INCH) CONCRETE POST FLUSH WITH THE GROUND AND
 OM1345'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 21.7 M (71.2
 OM1345'FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY E, 67.0 M (219.8 FT)
 OM1345'EAST-SOUTHEAST OF THE TOP CENTER OF TELEPHONE PEDESTAL --209--, 52.8 M
 OM1345'(173.2 FT) WEST OF THE CENTERLINE OF WILD GOOSE STATE TRAIL, 36.8 M
 OM1345'(120.7 FT) WEST-SOUTHWEST OF WOOD SIGN POST --WARNING BURIED FIBER
 OM1345'OPTIC CABLE--, 0.8 M (2.6 FT) NORTH OF THE EAST/WEST RIGHT-OF-WAY
 OM1345'FENCELINE, AND 0.5 M (1.6 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 OM1345'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 OM1345'THAN 15 DEGREES ABOVE THE HORIZON.
 OM1345
 OM1345                          STATION RECOVERY (2003)
 OM1345
 OM1345'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1345'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M EAST AND 1 M
 OM1345'WEST OF TWO 4X4 ORANGE PLASTIC GUARD POSTS.  THERE IS NO WHITE PLASTIC
 OM1345'WITNESS POST PRESENT.  NOTE-- BUSHES TO THE NORTHWEST AND SOUTHEAST
 OM1345'ARE GETTING CLOSE TO OBSTRUCTING SATELLITE OBSERVATIONS.
 OM1345
 OM1345                          STATION RECOVERY (2004)
 OM1345
 OM1345'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1345'RECOVERED AS DESCRIBED.
 OM1345
 OM1345                          STATION RECOVERY (2004)
 OM1345
 OM1345'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1345'RECOVERED AS DESCRIBED.
 OM1345
 OM1345                          STATION RECOVERY (2006)
 OM1345
 OM1345'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1345'RECOVERED IN GOOD CONDITION.
 OM1345
 OM1345                          STATION RECOVERY (2016)
 OM1345
 OM1345'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 OM1345'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4602 ***********************************************************************
 DQ4602  DESIGNATION -  BURNETT S GPS AZ MK
 DQ4602  PID         -  DQ4602
 DQ4602  STATE/COUNTY-  WI/DODGE
 DQ4602  COUNTRY     -  US
 DQ4602  USGS QUAD   -  HORICON (2018)
 DQ4602
 DQ4602                         *CURRENT SURVEY CONTROL
 DQ4602  ______________________________________________________________________
 DQ4602* NAD 83(1986) POSITION- 43 28 24.89   (N) 088 42 43.18   (W)   HD_HELD1
 DQ4602* NAVD 88 ORTHO HEIGHT -   284.541 (meters)      933.53  (feet) ADJUSTED
 DQ4602  ______________________________________________________________________
 DQ4602  GEOID HEIGHT    -        -35.180 (meters)                     GEOID18
 DQ4602  DYNAMIC HEIGHT  -        284.475 (meters)      933.32  (feet) COMP
 DQ4602  MODELED GRAVITY -    980,378.0   (mgal)                       NAVD 88
 DQ4602
 DQ4602  VERT ORDER      -  SECOND    CLASS I
 DQ4602
 DQ4602.The horizontal coordinates were determined by differentially corrected
 DQ4602.hand held GPS observations or other comparable positioning techniques
 DQ4602.and have an estimated accuracy of +/- 3 meters.
 DQ4602
 DQ4602.The orthometric height was determined by differential leveling and
 DQ4602.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4602.in March 2017.
 DQ4602
 DQ4602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4602.GEOID18 height accuracy estimate available here.
 DQ4602
 DQ4602.Click photographs - Photos may exist for this station.
 DQ4602
 DQ4602.The dynamic height is computed by dividing the NAVD 88
 DQ4602.geopotential number by the normal gravity value computed on the
 DQ4602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4602.degrees latitude (g = 980.6199 gals.).
 DQ4602
 DQ4602.The modeled gravity was interpolated from observed gravity values.
 DQ4602
 DQ4602;                    North         East    Units  Estimated Accuracy
 DQ4602;SPC WI S     -   164,505.7     704,203.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4602
 DQ4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6153314830(NAD 83)
 DQ4602
 DQ4602                          SUPERSEDED SURVEY CONTROL
 DQ4602
 DQ4602.No superseded survey control is available for this station.
 DQ4602
 DQ4602_MARKER: DZ = AZIMUTH MARK DISK
 DQ4602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4602_STAMPING: BURNETT S GPS 1992
 DQ4602_MARK LOGO: WI-027
 DQ4602_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4602+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2016
 DQ4602
 DQ4602  HISTORY     - Date     Condition        Report By
 DQ4602  HISTORY     - 1992     MONUMENTED       WI-027
 DQ4602  HISTORY     - 20160920 GOOD             WIDT
 DQ4602
 DQ4602                          STATION DESCRIPTION
 DQ4602
 DQ4602'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4602'THE STATION IS LOCATED 8 MI (12.9 KM) WEST OF MAYVILLE, 6 MI (9.7 KM)
 DQ4602'EAST OF BEAVER DAM AND 4.5 MI (7.2 KM) NORTH OF JUNEAU.
 DQ4602'
 DQ4602'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH COUNTY
 DQ4602'HIGHWAY E, ABOUT 4 MI (6.4 KM) NORTHWEST OF HORICON, GO WEST ON COUNTY
 DQ4602'HIGHWAY E FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DQ4602'
 DQ4602'THE STATION IS A BRONZE DODGE COUNTY GEODETIC CONTROL AZIMUTH MARK
 DQ4602'DISK SET IN THE TOP OF A 16 INCH (40 CM) DIAMETER CONCRETE POST, ABOUT
 DQ4602'1 M (3.3 FT) LOWER THAN PAVEMENT GRADE.  THE STATION IS 12.8 M (42.0
 DQ4602'FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY E, 0.15 MI (0.24 KM)
 DQ4602'WEST OF STONE CEMETERY, 0.75 M (2.5 FT) SOUTH OF A STEEL CHANNEL POST
 DQ4602'WITH A RIGHT-OF-WAY PLAQUE AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC
 DQ4602'WITNESS POST.
 DQ4602'
 DQ4602'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4602'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1344 ***********************************************************************
 OM1344  DESIGNATION -  BURNETT W GPS
 OM1344  PID         -  OM1344
 OM1344  STATE/COUNTY-  WI/DODGE
 OM1344  COUNTRY     -  US
 OM1344  USGS QUAD   -  BEAVER DAM (2018)
 OM1344
 OM1344                         *CURRENT SURVEY CONTROL
 OM1344  ______________________________________________________________________
 OM1344* NAD 83(2011) POSITION- 43 28 12.35344(N) 088 45 32.96355(W)   ADJUSTED
 OM1344* NAD 83(2011) ELLIP HT-   250.948 (meters)        (06/27/12)   ADJUSTED
 OM1344* NAD 83(2011) EPOCH   -  2010.00
 OM1344* NAVD 88 ORTHO HEIGHT -   286.150 (meters)      938.81  (feet) ADJUSTED
 OM1344  ______________________________________________________________________
 OM1344  GEOID HEIGHT    -        -35.204 (meters)                     GEOID18
 OM1344  NAD 83(2011) X  -    100,400.904 (meters)                     COMP
 OM1344  NAD 83(2011) Y  - -4,635,273.423 (meters)                     COMP
 OM1344  NAD 83(2011) Z  -  4,365,724.006 (meters)                     COMP
 OM1344  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 OM1344  DYNAMIC HEIGHT  -        286.082 (meters)      938.59  (feet) COMP
 OM1344  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 OM1344  OBS GRAVITY     -    980,376.9   (mgal)                       GRAV_OBS
 OM1344
 OM1344  VERT ORDER      -  SECOND    CLASS I
 OM1344
 OM1344  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1344  Standards:
 OM1344         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1344            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1344  -------------------------------------------------------------------
 OM1344  NETWORK    0.37   0.55           0.17   0.13   0.28     -0.05690609
 OM1344  -------------------------------------------------------------------
 OM1344  Click here for local accuracies and other accuracy information.
 OM1344
 OM1344.The horizontal coordinates were established by GPS observations
 OM1344.and adjusted by the National Geodetic Survey in June 2012.
 OM1344
 OM1344.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1344.been affixed to the stable North American tectonic plate. See 
 OM1344.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1344
 OM1344.The horizontal coordinates are valid at the epoch date displayed above
 OM1344.which is a decimal equivalence of Year/Month/Day.
 OM1344
 OM1344.The orthometric height was determined by differential leveling and
 OM1344.adjusted by the NATIONAL GEODETIC SURVEY
 OM1344.in March 2017.
 OM1344
 OM1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1344.GEOID18 height accuracy estimate available here.
 OM1344
 OM1344.Click photographs - Photos may exist for this station.
 OM1344
 OM1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1344
 OM1344.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1344
 OM1344.The ellipsoidal height was determined by GPS observations
 OM1344.and is referenced to NAD 83.
 OM1344
 OM1344.The dynamic height is computed by dividing the NAVD 88
 OM1344.geopotential number by the normal gravity value computed on the
 OM1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1344.degrees latitude (g = 980.6199 gals.).
 OM1344
 OM1344.The modeled gravity was interpolated from observed gravity values.
 OM1344
 OM1344.The observed gravity was obtained from relative gravimeter ties
 OM1344.to the IGSN71 gravity network.
 OM1344
 OM1344. The following values were computed from the NAD 83(2011) position.
 OM1344
 OM1344;                    North         East     Units Scale Factor Converg.
 OM1344;SPC WI S     -   164,060.981   700,394.404   MT  0.99993327   +0 51 09.3
 OM1344;SPC WI S     -   538,256.74  2,297,877.31   sFT  0.99993327   +0 51 09.3
 OM1344;UTM  16      - 4,814,523.582   357,710.775   MT  0.99984904   -1 12 37.7
 OM1344
 OM1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1344!SPC WI S     -   0.99996065  x   0.99993327  =   0.99989392
 OM1344!UTM  16      -   0.99996065  x   0.99984904  =   0.99980970
 OM1344
 OM1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5771014523(NAD 83)
 OM1344
 OM1344                          SUPERSEDED SURVEY CONTROL
 OM1344
 OM1344  NAD 83(2007)-  43 28 12.35347(N)    088 45 32.96440(W) AD(2002.00) 0
 OM1344  ELLIP H (02/10/07)  250.981  (m)                       GP(2002.00)    
 OM1344  NAD 83(1997)-  43 28 12.35343(N)    088 45 32.96454(W) AD(       ) 1
 OM1344  ELLIP H (08/01/05)  250.991  (m)                       GP(       ) 2 1
 OM1344  NAVD 88 (07/15/13)  286.15   (m)  GEOID12A model used  GPS OBS        
 OM1344  NAVD 88 (07/26/07)  286.13   (m)  GEOID03  model used  GPS OBS        
 OM1344
 OM1344.Superseded values are not recommended for survey control.
 OM1344
 OM1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1344.See file dsdata.pdf to determine how the superseded data were derived.
 OM1344
 OM1344_MARKER: DD = SURVEY DISK
 OM1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1344_STAMPING: BURNETT W GPS 1992
 OM1344_MARK LOGO: WI-027
 OM1344_PROJECTION: FLUSH
 OM1344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1344+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 OM1344
 OM1344  HISTORY     - Date     Condition        Report By
 OM1344  HISTORY     - 1992     MONUMENTED       WI-027
 OM1344  HISTORY     - 19931122 GOOD             WIDT
 OM1344  HISTORY     - 20030806 GOOD             WIDT
 OM1344  HISTORY     - 20071114 GOOD             WIDT
 OM1344  HISTORY     - 20160919 GOOD             WIDT
 OM1344  HISTORY     - 20170518 GOOD             WOOLPT
 OM1344
 OM1344                          STATION DESCRIPTION
 OM1344
 OM1344'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1344'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1344'DODGE COUNTY GRID REFERENCE G7, ABOUT 6.1 KM (3.80 MI) EAST OF BEAVER
 OM1344'DAM, IN THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 31,
 OM1344'T12N, R15E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS
 OM1344'OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1344'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAYS A
 OM1344'AND E, GO NORTHEAST ON COUNTY TRUNK HIGHWAY E FOR 1.0 KM (0.60 MI) TO
 OM1344'THE STATION ON THE LEFT.
 OM1344'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1344'FLUSH WITH THE GROUND.  IT IS 16.8 M (55.1 FT) NORTH FROM THE CENTER
 OM1344'OF COUNTY TRUNK HIGHWAY E AND 0.4 M (1.3 FT) SOUTH FROM A WHITE
 OM1344'PLASTIC T-POST.
 OM1344
 OM1344                          STATION RECOVERY (2003)
 OM1344
 OM1344'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1344'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 OM1344'COUNTY HIGHWAY A  WITH COUNTY HIGHWAY E ABOUT 4 MI EAST OF BEAVER DAM,
 OM1344'GO EAST THEN NORTHEAST ON  COUNTY HIGHWAY E FOR 0.6 MI TO SOUTH FIR
 OM1344'ROAD ON THE RIGHT AND THE STATION ON THE LEFT.   THE STATION IS A
 OM1344'BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 OM1344'45-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH HIGHWAY PAVEMENT.  THE
 OM1344'STATION IS 16.8 M  EAST OF THE CENTERLINE OF COUNTY HIGHWAY E, 0.05 MI
 OM1344'SOUTH OF NORTH FIR ROAD, 8.6 M SOUTH  OF EXTENDED CENTERLINE OF SOUTH
 OM1344'FIR ROAD AND PRIVATE ENTRANCE --W7201--, AND 0.4 M  SOUTHEAST OF A
 OM1344'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 OM1344'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OM1344
 OM1344                          STATION RECOVERY (2007)
 OM1344
 OM1344'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM1344'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 16.8 M NORTHWEST
 OM1344'(NOT EAST) OF THE CENTERLINE OF COUNTY HIGHWAY E AND 1.0 M NORTHWEST,
 OM1344'1.0 M NORTHEAST, AND 1.0 M SOUTH OF THREE ORANGE 4X4 PLASTIC GUARD
 OM1344'POSTS.  ---NOTE--- THERE IS NO WHITE PLASTIC WITNESS POST PRESENT.
 OM1344
 OM1344                          STATION RECOVERY (2016)
 OM1344
 OM1344'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 OM1344'RECOVERED AS DESCRIBED.
 OM1344
 OM1344                          STATION RECOVERY (2017)
 OM1344
 OM1344'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2017 (CC)
 OM1344'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4603 ***********************************************************************
 DQ4603  DESIGNATION -  BURNETT W GPS AZ MK
 DQ4603  PID         -  DQ4603
 DQ4603  STATE/COUNTY-  WI/DODGE
 DQ4603  COUNTRY     -  US
 DQ4603  USGS QUAD   -  BEAVER DAM (2018)
 DQ4603
 DQ4603                         *CURRENT SURVEY CONTROL
 DQ4603  ______________________________________________________________________
 DQ4603* NAD 83(1986) POSITION- 43 28 24.13   (N) 088 45 14.02   (W)   HD_HELD1
 DQ4603* NAVD 88 ORTHO HEIGHT -   287.698 (meters)      943.89  (feet) ADJUSTED
 DQ4603  ______________________________________________________________________
 DQ4603  GEOID HEIGHT    -        -35.206 (meters)                     GEOID18
 DQ4603  DYNAMIC HEIGHT  -        287.630 (meters)      943.67  (feet) COMP
 DQ4603  MODELED GRAVITY -    980,376.5   (mgal)                       NAVD 88
 DQ4603
 DQ4603  VERT ORDER      -  SECOND    CLASS I
 DQ4603
 DQ4603.The horizontal coordinates were determined by differentially corrected
 DQ4603.hand held GPS observations or other comparable positioning techniques
 DQ4603.and have an estimated accuracy of +/- 3 meters.
 DQ4603
 DQ4603.The orthometric height was determined by differential leveling and
 DQ4603.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4603.in March 2017.
 DQ4603
 DQ4603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4603.GEOID18 height accuracy estimate available here.
 DQ4603
 DQ4603.Click photographs - Photos may exist for this station.
 DQ4603
 DQ4603.The dynamic height is computed by dividing the NAVD 88
 DQ4603.geopotential number by the normal gravity value computed on the
 DQ4603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4603.degrees latitude (g = 980.6199 gals.).
 DQ4603
 DQ4603.The modeled gravity was interpolated from observed gravity values.
 DQ4603
 DQ4603;                    North         East    Units  Estimated Accuracy
 DQ4603;SPC WI S     -   164,430.7     700,814.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4603
 DQ4603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5814414877(NAD 83)
 DQ4603
 DQ4603                          SUPERSEDED SURVEY CONTROL
 DQ4603
 DQ4603.No superseded survey control is available for this station.
 DQ4603
 DQ4603_MARKER: DZ = AZIMUTH MARK DISK
 DQ4603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4603_STAMPING: BURNETT W GPS 1992
 DQ4603_MARK LOGO: WI-027
 DQ4603_PROJECTION: FLUSH
 DQ4603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4603+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2016
 DQ4603
 DQ4603  HISTORY     - Date     Condition        Report By
 DQ4603  HISTORY     - 1992     MONUMENTED       WI-027
 DQ4603  HISTORY     - 20160920 GOOD             WIDT
 DQ4603
 DQ4603                          STATION DESCRIPTION
 DQ4603
 DQ4603'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ4603'THE STATION IS LOCATED 10 MI (16.1 KM) WEST OF MAYVILLE, 4 MI (6.4 KM)
 DQ4603'EAST OF BEAVER DAM, AND 4.5 MI (7.2 KM) NORTH OF JUNEAU.
 DQ4603'
 DQ4603'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH COUNTY
 DQ4603'HIGHWAY E, ABOUT 4 MI (6.4 KM) NORTHWEST OF HORICON, GO WEST ON COUNTY
 DQ4603'HIGHWAY E FOR 2.0 MI (3.2 KM) TO BUTTERNUT ROAD ON THE RIGHT, CONTINUE
 DQ4603'WEST ON COUNTY HIGHWAY E FOR 0.5 MI (0.8 KM) TO THE STATION ON THE
 DQ4603'RIGHT.
 DQ4603'
 DQ4603'THE STATION IS A BRONZE DODGE COUNTY GEODETIC CONTROL AZIMUTH MARK
 DQ4603'DISK SET IN THE TOP OF A 16 INCH (40 CM) DIAMETER CONCRETE POST, ABOUT
 DQ4603'LEVEL WITH THE PAVEMENT GRADE.  THE STATION IS 14.7 M (48.2 FT) NORTH
 DQ4603'OF THE CENTERLINE OF COUNTY HIGHWAY E, 12 M (39.4 FT) WEST OF A FIELD
 DQ4603'ENTRANCE AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 DQ4603'
 DQ4603'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ4603'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0191 ***********************************************************************
 QM0191  DESIGNATION -  BURNS
 QM0191  PID         -  QM0191
 QM0191  STATE/COUNTY-  WI/ONEIDA
 QM0191  COUNTRY     -  US
 QM0191  USGS QUAD   -  RHINELANDER (2018)
 QM0191
 QM0191                         *CURRENT SURVEY CONTROL
 QM0191  ______________________________________________________________________
 QM0191* NAD 83(1991) POSITION- 45 39 41.97303(N) 089 23 05.64396(W)   ADJUSTED
 QM0191* NAVD 88 ORTHO HEIGHT -   485.414 (meters)     1592.56  (feet) ADJUSTED
 QM0191  ______________________________________________________________________
 QM0191  GEOID HEIGHT    -        -32.098 (meters)                     GEOID18
 QM0191  LAPLACE CORR    -         -7.53  (seconds)                    DEFLEC18
 QM0191  DYNAMIC HEIGHT  -        485.389 (meters)     1592.48  (feet) COMP
 QM0191  MODELED GRAVITY -    980,547.4   (mgal)                       NAVD 88
 QM0191
 QM0191  HORZ ORDER      -  FIRST
 QM0191  VERT ORDER      -  FIRST     CLASS II
 QM0191
 QM0191.The horizontal coordinates were established by classical geodetic methods
 QM0191.and adjusted by the National Geodetic Survey in November 1991.
 QM0191
 QM0191.The orthometric height was determined by differential leveling and
 QM0191.adjusted by the NATIONAL GEODETIC SURVEY
 QM0191.in June 1991.
 QM0191
 QM0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0191.GEOID18 height accuracy estimate available here.
 QM0191
 QM0191.Click photographs - Photos may exist for this station.
 QM0191
 QM0191.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0191
 QM0191.The dynamic height is computed by dividing the NAVD 88
 QM0191.geopotential number by the normal gravity value computed on the
 QM0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0191.degrees latitude (g = 980.6199 gals.).
 QM0191
 QM0191.The modeled gravity was interpolated from observed gravity values.
 QM0191
 QM0191. The following values were computed from the NAD 83(1991) position.
 QM0191
 QM0191;                    North         East     Units Scale Factor Converg.
 QM0191;SPC WI N     -    55,200.902   647,935.930   MT  0.99998411   +0 26 37.4
 QM0191;SPC WI N     -   181,104.96  2,125,769.80   sFT  0.99998411   +0 26 37.4
 QM0191;SPC WI C     -   203,354.677   647,938.381   MT  1.00003481   +0 26 02.4
 QM0191;SPC WI C     -   667,172.80  2,125,777.84   sFT  1.00003481   +0 26 02.4
 QM0191;UTM  16      - 5,059,222.970   314,210.424   MT  1.00002439   -1 42 22.4
 QM0191
 QM0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0191!SPC WI N     -   0.99992894  x   0.99998411  =   0.99991305
 QM0191!SPC WI C     -   0.99992894  x   1.00003481  =   0.99996374
 QM0191!UTM  16      -   0.99992894  x   1.00002439  =   0.99995332
 QM0191
 QM0191:                Primary Azimuth Mark                     Grid Az
 QM0191:SPC WI N     -  RHINELANDER NORWEGIAN LUTH CH            230 23 50.0
 QM0191:SPC WI C     -  RHINELANDER NORWEGIAN LUTH CH            230 24 25.0
 QM0191:UTM  16      -  RHINELANDER NORWEGIAN LUTH CH            232 32 49.8
 QM0191
 QM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1421059222(NAD 83)
 QM0191
 QM0191|---------------------------------------------------------------------|
 QM0191| PID    Reference Object                     Distance      Geod. Az  |
 QM0191|                                                           dddmmss.s |
 QM0191| QM0683 RHINELANDER NORWEGIAN LUTH CH       APPROX. 2.6 KM 2305027.4 |
 QM0191|---------------------------------------------------------------------|
 QM0191
 QM0191                          SUPERSEDED SURVEY CONTROL
 QM0191
 QM0191  NAD 83(1986)-  45 39 41.96731(N)    089 23 05.64111(W) AD(       ) 1
 QM0191  NAD 27      -  45 39 42.12800(N)    089 23 05.16000(W) AD(       ) 1
 QM0191  USSD        -  45 39 42.27300(N)    089 23 04.99000(W) AD(       ) 3
 QM0191  NGVD 29 (??/??/92)  485.403  (m)         1592.53   (f) ADJ UNCH    1 2
 QM0191  NGVD 29             485.40   (m)         1592.5    (f) LEVELING    3  
 QM0191
 QM0191.Superseded values are not recommended for survey control.
 QM0191
 QM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0191.See file dsdata.pdf to determine how the superseded data were derived.
 QM0191
 QM0191_MARKER: DS = TRIANGULATION STATION DISK
 QM0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0191_STAMPING: BURNS 1921
 QM0191_MARK LOGO: CGS
 QM0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0191+STABILITY: SURFACE MOTION
 QM0191
 QM0191  HISTORY     - Date     Condition        Report By
 QM0191  HISTORY     - 1921     MONUMENTED       CGS
 QM0191  HISTORY     - 1922     GOOD             CGS
 QM0191  HISTORY     - 1922     GOOD             CGS
 QM0191  HISTORY     - 1934     GOOD             CGS
 QM0191  HISTORY     - 1952     GOOD             CGS
 QM0191  HISTORY     - 1965     SEE DESCRIPTION  USGS
 QM0191  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0191
 QM0191                          STATION DESCRIPTION
 QM0191
 QM0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0191'STATION IS ABOUT 2 MILES NE OF THE MINNEAPOLIS, ST. PAUL AND
 QM0191'SAULT STE. MARIE RAILWAY STATION AT RHINELANDER, ON THE
 QM0191'EXTENSION OF THE N RAIL FROM THE E AT THE THIRD CURVE E OF
 QM0191'THE ABOVE STATION, 160 METERS W OF THE POINT OF TANGENCY,
 QM0191'AND 21.2 METERS (69.57 FEET) N OF THE ABOVE RAILROAD.
 QM0191'
 QM0191'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 QM0191'IN CONCRETE.
 QM0191'
 QM0191'UNDERGROUND MARK IS A REFERENCE MARK DISK SET IN CONCRETE.
 QM0191
 QM0191                          STATION RECOVERY (1922)
 QM0191
 QM0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (GDC)
 QM0191'ORIGINAL DESCRIPTION OF STATION IS SATISFACTORY.  NO ALTERATIONS
 QM0191'NOR ADDITIONS SUGGESTED.
 QM0191
 QM0191                          STATION RECOVERY (1922)
 QM0191
 QM0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0191'2 MI NE FROM RHINELANDER.
 QM0191'2.0 MILES NORTHEAST OF RHINELANDER ABOUT 2 MILES NORTHEAST OF
 QM0191'M.ST.P. AND S.STE. M. RY. STATION AT RHINELANDER, ON THE EXTENSION
 QM0191'OF THE NORTH RAIL FROM THE EAST AT THE THIRD CURVE EAST OF THE
 QM0191'ABOVE STATION, 160 METERS WEST OF THE P.T., AND 21.2 METERS
 QM0191'(69.57 FT.) NORTH OF THE ABOVE RAILROADS.
 QM0191
 QM0191                          STATION RECOVERY (1934)
 QM0191
 QM0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0191'RECOVERED IN GOOD CONDITION.
 QM0191
 QM0191                          STATION RECOVERY (1952)
 QM0191
 QM0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0191'STATION MARK AND THE REFERENCE MARK WERE RECOVERED AS PREVIOUSLY
 QM0191'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THEY ARE ON
 QM0191'THE CURVE JUST W OF RAILROAD BRIDGE AT RAILROAD MILEAGE
 QM0191'POST 218.85.
 QM0191
 QM0191                          STATION RECOVERY (1965)
 QM0191
 QM0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (RLJ)
 QM0191'A SEARCH WAS MADE OF AREA BUT BM WAS NOT RECOVERED.
 QM0191
 QM0191                          STATION RECOVERY (1985)
 QM0191
 QM0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0191'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ9027 ***********************************************************************
 DQ9027  DESIGNATION -  BURNS A
 DQ9027  PID         -  DQ9027
 DQ9027  STATE/COUNTY-  WI/LA CROSSE
 DQ9027  COUNTRY     -  US
 DQ9027  USGS QUAD   -  BANGOR (2018)
 DQ9027
 DQ9027                         *CURRENT SURVEY CONTROL
 DQ9027  ______________________________________________________________________
 DQ9027* NAD 83(1986) POSITION- 43 59 08.3    (N) 090 56 47.1    (W)   HD_HELD2
 DQ9027* NAVD 88 ORTHO HEIGHT -   251.251 (meters)      824.31  (feet) ADJUSTED
 DQ9027  ______________________________________________________________________
 DQ9027  GEOID HEIGHT    -        -32.656 (meters)                     GEOID18
 DQ9027  DYNAMIC HEIGHT  -        251.204 (meters)      824.16  (feet) COMP
 DQ9027  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 DQ9027
 DQ9027  VERT ORDER      -  SECOND    CLASS I
 DQ9027
 DQ9027.The horizontal coordinates were established by autonomous hand held GPS
 DQ9027.observations and have an estimated accuracy of +/- 10 meters.
 DQ9027
 DQ9027.The orthometric height was determined by differential leveling and
 DQ9027.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9027.in September 2018.
 DQ9027
 DQ9027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9027.GEOID18 height accuracy estimate available here.
 DQ9027
 DQ9027.Click photographs - Photos may exist for this station.
 DQ9027
 DQ9027.The dynamic height is computed by dividing the NAVD 88
 DQ9027.geopotential number by the normal gravity value computed on the
 DQ9027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9027.degrees latitude (g = 980.6199 gals.).
 DQ9027
 DQ9027.The modeled gravity was interpolated from observed gravity values.
 DQ9027
 DQ9027;                    North         East    Units  Estimated Accuracy
 DQ9027;SPC WI S     -   221,022.      524,076.      MT  (+/- 10 meters HH2 GPS)
 DQ9027
 DQ9027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6468572327(NAD 83)
 DQ9027
 DQ9027                          SUPERSEDED SURVEY CONTROL
 DQ9027
 DQ9027.No superseded survey control is available for this station.
 DQ9027
 DQ9027_MARKER: DD = SURVEY DISK
 DQ9027_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9027_SP_SET: BRIDGE ABUTMENT
 DQ9027_STAMPING: BURNS A 2018
 DQ9027_MARK LOGO: WIDT
 DQ9027_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9027+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2018
 DQ9027
 DQ9027  HISTORY     - Date     Condition        Report By
 DQ9027  HISTORY     - 2018     MONUMENTED       WIDT
 DQ9027  HISTORY     - 20180425 GOOD             WIDT
 DQ9027
 DQ9027                          STATION DESCRIPTION
 DQ9027
 DQ9027'DESCRIBED BY WI DEPT OF TRANSP 2018 (EPS)
 DQ9027'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTH-SOUTHEAST OF
 DQ9027'MELROSE, 10 MI (16.1 KM) NORTHEAST OF WEST SALEM AND 7 MI (11.3 KM)
 DQ9027'NORTHWEST OF SPARTA.
 DQ9027'
 DQ9027'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 WITH
 DQ9027'COUNTY HIGHWAY E ABOUT 8 MI (12.9 KM) WEST OF THE CITY OF SPARTA, GO
 DQ9027'NORTH ON STATE HIGHWAY 162 FOR 3.4 MI (5.5 KM) TO JOHNSON COULEE ROAD
 DQ9027'ON THE LEFT.  TURN LEFT AND GO WEST ON JOHNSON COULEE ROAD FOR 0.1 MI
 DQ9027'(0.2 KM) TO THE SECOND CONCRETE STRUCTURE WEST OF STATE HIGHWAY 162
 DQ9027'AND THE STATION ON THE LEFT, AN ALUMINUM WISCONSIN DEPARTMENT OF
 DQ9027'TRANSPORTATION SURVEY DISK SET IN A DRILL HOLE IN THE SOUTH SIDE OF
 DQ9027'THE WEST ABUTMENT OF THE BRIDGE, ABOUT LEVEL WITH THE ROAD PAVEMENT
 DQ9027'GRADE.
 DQ9027'
 DQ9027'THE STATION IS 4 M (13.1 FT) SOUTH OF THE CENTERLINE OF JOHNSON COULEE
 DQ9027'ROAD AND 0.5 M (1.6 FT) SOUTHEAST OF A WHITE PLASTIC WITNESS POST THAT
 DQ9027'IS ATTACHED TO A WOODEN POST WITH A YELLOW AND BLACK STRIPED SIGN.
 DQ9027'
 DQ9027'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DQ9027'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5170 ***********************************************************************
 DK5170  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5170  DESIGNATION -  BURNS CENTRAL GPS
 DK5170  PID         -  DK5170
 DK5170  STATE/COUNTY-  WI/LA CROSSE
 DK5170  COUNTRY     -  US
 DK5170  USGS QUAD   -  BANGOR (2018)
 DK5170
 DK5170                         *CURRENT SURVEY CONTROL
 DK5170  ______________________________________________________________________
 DK5170* NAD 83(2011) POSITION- 43 55 54.47138(N) 090 59 25.12519(W)   ADJUSTED
 DK5170* NAD 83(2011) ELLIP HT-   198.353 (meters)        (06/27/12)   ADJUSTED
 DK5170* NAD 83(2011) EPOCH   -  2010.00
 DK5170* NAVD 88 ORTHO HEIGHT -   230.92  (meters)      757.6   (feet) GPS OBS
 DK5170  ______________________________________________________________________
 DK5170  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5170  GEOID HEIGHT    -        -32.561 (meters)                     GEOID12A
 DK5170  GEOID HEIGHT    -        -32.564 (meters)                     GEOID18
 DK5170  NAD 83(2011) X  -    -79,518.640 (meters)                     COMP
 DK5170  NAD 83(2011) Y  - -4,600,192.905 (meters)                     COMP
 DK5170  NAD 83(2011) Z  -  4,402,774.887 (meters)                     COMP
 DK5170  LAPLACE CORR    -         -6.59  (seconds)                    DEFLEC18
 DK5170
 DK5170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5170  Standards:
 DK5170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5170  -------------------------------------------------------------------
 DK5170  NETWORK    0.44   0.43           0.19   0.17   0.22     -0.03258740
 DK5170  -------------------------------------------------------------------
 DK5170  Click here for local accuracies and other accuracy information.
 DK5170
 DK5170.The horizontal coordinates were established by GPS observations
 DK5170.and adjusted by the National Geodetic Survey in June 2012.
 DK5170
 DK5170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5170.been affixed to the stable North American tectonic plate. See 
 DK5170.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5170
 DK5170.The horizontal coordinates are valid at the epoch date displayed above
 DK5170.which is a decimal equivalence of Year/Month/Day.
 DK5170
 DK5170.The orthometric height was determined by GPS observations and a
 DK5170.high-resolution geoid model using precise GPS observation and
 DK5170.processing techniques.
 DK5170
 DK5170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5170.GEOID18 height accuracy estimate available here.
 DK5170
 DK5170.Click photographs - Photos may exist for this station.
 DK5170
 DK5170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5170
 DK5170.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5170
 DK5170.The ellipsoidal height was determined by GPS observations
 DK5170.and is referenced to NAD 83.
 DK5170
 DK5170. The following values were computed from the NAD 83(2011) position.
 DK5170
 DK5170;                    North         East     Units Scale Factor Converg.
 DK5170;SPC WI S     -   215,081.328   520,483.695   MT  0.99997539   -0 40 49.6
 DK5170;SPC WI S     -   705,645.99  1,707,620.26   sFT  0.99997539   -0 40 49.6
 DK5170;UTM  15      - 4,866,261.001   661,310.647   MT  0.99992005   +1 23 40.6
 DK5170
 DK5170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5170!SPC WI S     -   0.99996890  x   0.99997539  =   0.99994429
 DK5170!UTM  15      -   0.99996890  x   0.99992005  =   0.99988895
 DK5170
 DK5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6131066261(NAD 83)
 DK5170
 DK5170                          SUPERSEDED SURVEY CONTROL
 DK5170
 DK5170  NAD 83(2007)-  43 55 54.47141(N)    090 59 25.12600(W) AD(2002.00) 1
 DK5170  ELLIP H (07/29/08)  198.386  (m)                       GP(2002.00) 3 1
 DK5170  NAVD 88 (07/29/08)  230.91   (m)  GEOID03  model used  GPS OBS        
 DK5170
 DK5170.Superseded values are not recommended for survey control.
 DK5170
 DK5170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5170.See file dsdata.pdf to determine how the superseded data were derived.
 DK5170
 DK5170_MARKER: DD = SURVEY DISK
 DK5170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5170_STAMPING: BURNS CENTRAL GPS 1993
 DK5170_MARK LOGO: WI-063
 DK5170_PROJECTION: FLUSH
 DK5170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5170+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DK5170
 DK5170  HISTORY     - Date     Condition        Report By
 DK5170  HISTORY     - 1993     MONUMENTED       WI-063
 DK5170  HISTORY     - 20061011 GOOD             WIDT
 DK5170  HISTORY     - 20100824 GOOD             WIDT
 DK5170  HISTORY     - 20180709 GOOD             WIDT
 DK5170
 DK5170                          STATION DESCRIPTION
 DK5170
 DK5170'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5170'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 WITH STATE
 DK5170'HIGHWAY 162 TO THE NORTH ABOUT 2 MI (3.2 KM) NORTH OF THE VILLAGE OF
 DK5170'BANGOR, GO NORTHEAST ON STATE HIGHWAY 162 FOR 1.1 MI (1.8 KM) TO
 DK5170'CASTENSCHMIDT ROAD ON THE RIGHT, CONTINUE NORTHEAST ON STATE HIGHWAY
 DK5170'162 FOR 0.25 MI (0.4 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 DK5170'A BRONZE LA CROSSE COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP
 DK5170'OF A 40-CM (16 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5170'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DK5170'12.9 M (42.3 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 162, 21
 DK5170'M (68.9 FT) NORTHEAST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 10.7
 DK5170'M (35.1 FT) NORTHEAST OF A WOOD POST FOR A GAS PIPELINE MARKER --18--,
 DK5170'0.9 M (3.0 FT) EAST OF A CORNER FENCE POST, AND 0.4 M (1.3 FT) WEST OF
 DK5170'A GREEN METAL WITNESS POST WITH A YELLOW PLAQUE.  ---NOTE---THIS
 DK5170'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK5170'ABOVE THE HORIZON.
 DK5170
 DK5170                          STATION RECOVERY (2010)
 DK5170
 DK5170'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5170'RECOVERED IN GOOD CONDITION.
 DK5170
 DK5170                          STATION RECOVERY (2018)
 DK5170
 DK5170'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DK5170'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH4977 ***********************************************************************
 DH4977  DESIGNATION -  BURNS EAST GPS
 DH4977  PID         -  DH4977
 DH4977  STATE/COUNTY-  WI/LA CROSSE
 DH4977  COUNTRY     -  US
 DH4977  USGS QUAD   -  BANGOR (2018)
 DH4977
 DH4977                         *CURRENT SURVEY CONTROL
 DH4977  ______________________________________________________________________
 DH4977* NAD 83(2011) POSITION- 43 55 36.33603(N) 090 54 37.89005(W)   ADJUSTED
 DH4977* NAD 83(2011) ELLIP HT-   202.995 (meters)        (06/27/12)   ADJUSTED
 DH4977* NAD 83(2011) EPOCH   -  2010.00
 DH4977* NAVD 88 ORTHO HEIGHT -   235.785 (meters)      773.57  (feet) ADJUSTED
 DH4977  ______________________________________________________________________
 DH4977  GEOID HEIGHT    -        -32.792 (meters)                     GEOID18
 DH4977  NAD 83(2011) X  -    -73,118.767 (meters)                     COMP
 DH4977  NAD 83(2011) Y  - -4,600,690.810 (meters)                     COMP
 DH4977  NAD 83(2011) Z  -  4,402,374.978 (meters)                     COMP
 DH4977  LAPLACE CORR    -         -7.81  (seconds)                    DEFLEC18
 DH4977  DYNAMIC HEIGHT  -        235.741 (meters)      773.43  (feet) COMP
 DH4977  MODELED GRAVITY -    980,429.0   (mgal)                       NAVD 88
 DH4977
 DH4977  VERT ORDER      -  SECOND    CLASS I
 DH4977
 DH4977  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4977  Standards:
 DH4977         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4977            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4977  -------------------------------------------------------------------
 DH4977  NETWORK    0.24   0.41           0.10   0.10   0.21     -0.01882628
 DH4977  -------------------------------------------------------------------
 DH4977  Click here for local accuracies and other accuracy information.
 DH4977
 DH4977.The horizontal coordinates were established by GPS observations
 DH4977.and adjusted by the National Geodetic Survey in June 2012.
 DH4977
 DH4977.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4977.been affixed to the stable North American tectonic plate. See 
 DH4977.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4977
 DH4977.The horizontal coordinates are valid at the epoch date displayed above
 DH4977.which is a decimal equivalence of Year/Month/Day.
 DH4977
 DH4977.The orthometric height was determined by differential leveling and
 DH4977.adjusted by the WI DEPT OF TRANSP
 DH4977.in May 2012.
 DH4977
 DH4977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4977.GEOID18 height accuracy estimate available here.
 DH4977
 DH4977.Click photographs - Photos may exist for this station.
 DH4977
 DH4977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4977
 DH4977.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4977
 DH4977.The ellipsoidal height was determined by GPS observations
 DH4977.and is referenced to NAD 83.
 DH4977
 DH4977.The dynamic height is computed by dividing the NAVD 88
 DH4977.geopotential number by the normal gravity value computed on the
 DH4977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4977.degrees latitude (g = 980.6199 gals.).
 DH4977
 DH4977.The modeled gravity was interpolated from observed gravity values.
 DH4977
 DH4977. The following values were computed from the NAD 83(2011) position.
 DH4977
 DH4977;                    North         East     Units Scale Factor Converg.
 DH4977;SPC WI S     -   214,448.625   526,883.790   MT  0.99997458   -0 37 32.2
 DH4977;SPC WI S     -   703,570.20  1,728,617.90   sFT  0.99997458   -0 37 32.2
 DH4977;UTM  15      - 4,865,860.494   667,729.187   MT  0.99994603   +1 26 59.6
 DH4977
 DH4977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4977!SPC WI S     -   0.99996817  x   0.99997458  =   0.99994275
 DH4977!UTM  15      -   0.99996817  x   0.99994603  =   0.99991420
 DH4977
 DH4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6772965860(NAD 83)
 DH4977
 DH4977                          SUPERSEDED SURVEY CONTROL
 DH4977
 DH4977  NAD 83(2007)-  43 55 36.33607(N)    090 54 37.89081(W) AD(2002.00) 0
 DH4977  ELLIP H (02/10/07)  203.026  (m)                       GP(2002.00)    
 DH4977  NAD 83(1997)-  43 55 36.33591(N)    090 54 37.89129(W) AD(       ) B
 DH4977  ELLIP H (08/01/05)  203.016  (m)                       GP(       ) 4 1
 DH4977  NAVD 88             235.77   (m)          773.5    (f) LEVELING    3  
 DH4977  NAVD 88 (04/20/07)  235.773  (m)          773.53   (f) SUPERSEDED  2 1
 DH4977
 DH4977.Superseded values are not recommended for survey control.
 DH4977
 DH4977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4977.See file dsdata.pdf to determine how the superseded data were derived.
 DH4977
 DH4977_MARKER: DD = SURVEY DISK
 DH4977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4977_STAMPING: BURNS EAST GPS 1993
 DH4977_MARK LOGO: WI-063
 DH4977_PROJECTION: FLUSH
 DH4977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4977+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2018
 DH4977
 DH4977  HISTORY     - Date     Condition        Report By
 DH4977  HISTORY     - 1993     MONUMENTED       WI-063
 DH4977  HISTORY     - 20030220 GOOD             WIDT
 DH4977  HISTORY     - 20040816 GOOD             WIDT
 DH4977  HISTORY     - 20051228 GOOD             WIDT
 DH4977  HISTORY     - 20061011 GOOD             WIDT
 DH4977  HISTORY     - 20100817 GOOD             WIDT
 DH4977  HISTORY     - 20180430 GOOD             WIDT
 DH4977
 DH4977                          STATION DESCRIPTION
 DH4977
 DH4977'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH4977'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH4977'STATION FROM THE  JUNCTION OF STATE HIGHWAY 16 WITH STATE HIGHWAY 162
 DH4977'SOUTH ABOUT 4.4 MI EAST-NORTHEAST  OF THE VILLAGE OF WEST SALEM, GO
 DH4977'EAST ON STATE HIGHWAY 16 FOR 3.7 MI TO COUNTY HIGHWAY J  ON THE RIGHT
 DH4977'CONTINUE EAST ON STATE HIGHWAY 16 FOR 0.5 MI TO THE STATION ON THE
 DH4977'RIGHT.   THE STATION IS A BRONZE LA CROSSE COUNTY GEODETIC CONTROL
 DH4977'MARK DISK SET IN THE TOP OF A  30-CM DIAMETER ROUND CONCRETE POST,
 DH4977'PROJECTING FLUSH WITH THE GROUND AND ABOUT  LEVEL WITH THE HIGHWAY
 DH4977'PAVEMENT.  THE STATION IS 16.2 M SOUTH OF THE CENTERLINE OF STATE
 DH4977'HIGHWAY 16, 4.7 M WEST OF UTILITY POLE --9406BB8--, 3.5 M SOUTH OF A
 DH4977'WOOD POST FOR A  --MONROE COUNTY-- SIGN, 1.9 M NORTH OF A --R/W--
 DH4977'POST, 1 M NORTH, EAST AND WEST OF THREE  ORANGE 4X4 PLASTIC WITNESS
 DH4977'POST AND 0.3 M NORTH OF A YELLOW METAL WITNESS POST.   ---NOTE---THIS
 DH4977'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH4977'ABOVE THE HORIZON EXCEPT FOR POWER LINES DIRECTLY ABOVE.
 DH4977
 DH4977                          STATION RECOVERY (2004)
 DH4977
 DH4977'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4977'RECOVERED AS DESCRIBED.
 DH4977
 DH4977                          STATION RECOVERY (2005)
 DH4977
 DH4977'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 DH4977'RECOVERED AS DESCRIBED.
 DH4977
 DH4977                          STATION RECOVERY (2006)
 DH4977
 DH4977'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DH4977'RECOVERED IN GOOD CONDITION.  ---NOTE---THE STATION IS OBSTRUCTED TO
 DH4977'THE EAST BY THE REFERENCED UTILITY POLE EXTENDING TO 75 DEGREES ABOVE
 DH4977'THE HORIZON.
 DH4977
 DH4977                          STATION RECOVERY (2010)
 DH4977
 DH4977'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH4977'RECOVERED IN GOOD CONDITION.
 DH4977
 DH4977                          STATION RECOVERY (2018)
 DH4977
 DH4977'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DH4977'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5236 ***********************************************************************
 DK5236  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5236  DESIGNATION -  BURNS NE GPS
 DK5236  PID         -  DK5236
 DK5236  STATE/COUNTY-  WI/LA CROSSE
 DK5236  COUNTRY     -  US
 DK5236  USGS QUAD   -  BANGOR (2018)
 DK5236
 DK5236                         *CURRENT SURVEY CONTROL
 DK5236  ______________________________________________________________________
 DK5236* NAD 83(2011) POSITION- 43 58 54.48904(N) 090 54 58.57166(W)   ADJUSTED
 DK5236* NAD 83(2011) ELLIP HT-   305.294 (meters)        (08/28/18)   ADJUSTED
 DK5236* NAD 83(2011) EPOCH   -  2010.00
 DK5236* NAVD 88 ORTHO HEIGHT -   338.04  (meters)     1109.1   (feet) GPS OBS
 DK5236  ______________________________________________________________________
 DK5236  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DK5236  GEOID HEIGHT    -        -32.741 (meters)                     GEOID12B
 DK5236  GEOID HEIGHT    -        -32.741 (meters)                     GEOID18
 DK5236  NAD 83(2011) X  -    -73,513.359 (meters)                     COMP
 DK5236  NAD 83(2011) Y  - -4,596,512.551 (meters)                     COMP
 DK5236  NAD 83(2011) Z  -  4,406,848.918 (meters)                     COMP
 DK5236  LAPLACE CORR    -         -7.96  (seconds)                    DEFLEC18
 DK5236
 DK5236  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5236  Standards:
 DK5236         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5236            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5236  -------------------------------------------------------------------
 DK5236  NETWORK    0.51   0.92           0.23   0.18   0.47     -0.08177001
 DK5236  -------------------------------------------------------------------
 DK5236  Click here for local accuracies and other accuracy information.
 DK5236
 DK5236.The horizontal coordinates were established by GPS observations
 DK5236.and adjusted by the DJ HENKEL AND ASSOCIATES LLC in August 2018.
 DK5236
 DK5236.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5236.been affixed to the stable North American tectonic plate. See 
 DK5236.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5236
 DK5236.The horizontal coordinates are valid at the epoch date displayed above
 DK5236.which is a decimal equivalence of Year/Month/Day.
 DK5236
 DK5236.The orthometric height was determined by GPS observations and a
 DK5236.high-resolution geoid model using precise GPS observation and
 DK5236.processing techniques.
 DK5236
 DK5236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5236.GEOID18 height accuracy estimate available here.
 DK5236
 DK5236.Click photographs - Photos may exist for this station.
 DK5236
 DK5236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5236
 DK5236.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5236
 DK5236.The ellipsoidal height was determined by GPS observations
 DK5236.and is referenced to NAD 83.
 DK5236
 DK5236. The following values were computed from the NAD 83(2011) position.
 DK5236
 DK5236;                    North         East     Units Scale Factor Converg.
 DK5236;SPC WI S     -   220,569.028   526,489.686   MT  0.99998387   -0 37 46.5
 DK5236;SPC WI S     -   723,650.22  1,727,324.91   sFT  0.99998387   -0 37 46.5
 DK5236;UTM  15      - 4,871,962.392   667,113.628   MT  0.99994349   +1 26 50.4
 DK5236
 DK5236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5236!SPC WI S     -   0.99995213  x   0.99998387  =   0.99993600
 DK5236!UTM  15      -   0.99995213  x   0.99994349  =   0.99989562
 DK5236
 DK5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6711371962(NAD 83)
 DK5236
 DK5236                          SUPERSEDED SURVEY CONTROL
 DK5236
 DK5236  NAD 83(2011)-  43 58 54.48913(N)    090 54 58.57240(W) AD(2010.00) 0
 DK5236  ELLIP H (06/27/12)  305.317  (m)                       GP(2010.00)    
 DK5236  NAD 83(2007)-  43 58 54.48915(N)    090 54 58.57323(W) AD(2002.00) 1
 DK5236  ELLIP H (07/29/08)  305.349  (m)                       GP(2002.00) 3 1
 DK5236  NAVD 88 (07/15/13)  338.06   (m)  GEOID12A model used  GPS OBS        
 DK5236  NAVD 88 (07/29/08)  338.07   (m)  GEOID03  model used  GPS OBS        
 DK5236
 DK5236.Superseded values are not recommended for survey control.
 DK5236
 DK5236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5236.See file dsdata.pdf to determine how the superseded data were derived.
 DK5236
 DK5236_MARKER: DD = SURVEY DISK
 DK5236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5236_STAMPING: BURNS NE GPS 2005
 DK5236_MARK LOGO: WIDT
 DK5236_PROJECTION: FLUSH
 DK5236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5236+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DK5236
 DK5236  HISTORY     - Date     Condition        Report By
 DK5236  HISTORY     - 2004     MONUMENTED       WIDT
 DK5236  HISTORY     - 20061011 GOOD             WIDT
 DK5236  HISTORY     - 20100830 GOOD             WIDT
 DK5236  HISTORY     - 20180709 GOOD             WIDT
 DK5236
 DK5236                          STATION DESCRIPTION
 DK5236
 DK5236'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5236'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 WITH
 DK5236'COUNTY HIGHWAY T ABOUT 8 MI (12.9 KM) NORTHWEST OF THE CITY OF SPARTA,
 DK5236'GO SOUTH ON STATE HIGHWAY 162 FOR 3.95 MI (6.4 KM) TO GARVES COULEE
 DK5236'ROAD ON THE LEFT, TURN LEFT AND GO EASTERLY ON GARVES COULEE ROAD FOR
 DK5236'1.35 MI (2.2 KM) TO YOUNGBLOOD ROAD ON THE LEFT, CONTINUE EAST THEN
 DK5236'SOUTH ON GARVES COULEE ROAD FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 DK5236'RIGHT.  THE STATION IS WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DK5236'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DK5236'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DK5236'ABOUT LEVEL WITH ROAD PAVEMENT.  THE STATION IS 5.5 M (18.0 FT) WEST
 DK5236'OF THE CENTERLINE OF GARVES COULEE ROAD, 8 M (26.2 FT) SOUTH OF A
 DK5236'FIELD ENTRANCE, AND 1.0 WEST, NORTHEAST, AND NORTHWEST OF AN ORANGE
 DK5236'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5236'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5236
 DK5236                          STATION RECOVERY (2010)
 DK5236
 DK5236'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5236'RECOVERED IN GOOD CONDITION.
 DK5236
 DK5236                          STATION RECOVERY (2018)
 DK5236
 DK5236'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DK5236'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4312 ***********************************************************************
 DJ4312  DESIGNATION -  BURNS NORTH GPS
 DJ4312  PID         -  DJ4312
 DJ4312  STATE/COUNTY-  WI/LA CROSSE
 DJ4312  COUNTRY     -  US
 DJ4312  USGS QUAD   -  FOUR CORNERS (2018)
 DJ4312
 DJ4312                         *CURRENT SURVEY CONTROL
 DJ4312  ______________________________________________________________________
 DJ4312* NAD 83(2011) POSITION- 44 03 01.15545(N) 090 55 35.83085(W)   ADJUSTED
 DJ4312* NAD 83(2011) ELLIP HT-   236.262 (meters)        (06/27/12)   ADJUSTED
 DJ4312* NAD 83(2011) EPOCH   -  2010.00
 DJ4312* NAVD 88 ORTHO HEIGHT -   268.981 (meters)      882.48  (feet) ADJUSTED
 DJ4312  ______________________________________________________________________
 DJ4312  GEOID HEIGHT    -        -32.712 (meters)                     GEOID18
 DJ4312  NAD 83(2011) X  -    -74,257.303 (meters)                     COMP
 DJ4312  NAD 83(2011) Y  - -4,591,159.877 (meters)                     COMP
 DJ4312  NAD 83(2011) Z  -  4,412,276.221 (meters)                     COMP
 DJ4312  LAPLACE CORR    -         -6.33  (seconds)                    DEFLEC18
 DJ4312  DYNAMIC HEIGHT  -        268.932 (meters)      882.32  (feet) COMP
 DJ4312  MODELED GRAVITY -    980,430.2   (mgal)                       NAVD 88
 DJ4312
 DJ4312  VERT ORDER      -  SECOND    CLASS I
 DJ4312
 DJ4312  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4312  Standards:
 DJ4312         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4312            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4312  -------------------------------------------------------------------
 DJ4312  NETWORK    0.24   0.22           0.10   0.10   0.11     -0.02106970
 DJ4312  -------------------------------------------------------------------
 DJ4312  Click here for local accuracies and other accuracy information.
 DJ4312
 DJ4312.The horizontal coordinates were established by GPS observations
 DJ4312.and adjusted by the National Geodetic Survey in June 2012.
 DJ4312
 DJ4312.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4312.been affixed to the stable North American tectonic plate. See 
 DJ4312.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4312
 DJ4312.The horizontal coordinates are valid at the epoch date displayed above
 DJ4312.which is a decimal equivalence of Year/Month/Day.
 DJ4312
 DJ4312.The orthometric height was determined by differential leveling and
 DJ4312.adjusted by the WI DEPT OF TRANSP
 DJ4312.in May 2012.
 DJ4312
 DJ4312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4312.GEOID18 height accuracy estimate available here.
 DJ4312
 DJ4312.Click photographs - Photos may exist for this station.
 DJ4312
 DJ4312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4312
 DJ4312.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4312
 DJ4312.The ellipsoidal height was determined by GPS observations
 DJ4312.and is referenced to NAD 83.
 DJ4312
 DJ4312.The dynamic height is computed by dividing the NAVD 88
 DJ4312.geopotential number by the normal gravity value computed on the
 DJ4312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4312.degrees latitude (g = 980.6199 gals.).
 DJ4312
 DJ4312.The modeled gravity was interpolated from observed gravity values.
 DJ4312
 DJ4312. The following values were computed from the NAD 83(2011) position.
 DJ4312
 DJ4312;                    North         East     Units Scale Factor Converg.
 DJ4312;SPC WI S     -   228,190.918   525,743.978   MT  0.99999672   -0 38 12.1
 DJ4312;SPC WI S     -   748,656.37  1,724,878.37   sFT  0.99999672   -0 38 12.1
 DJ4312;UTM  15      - 4,879,551.865   666,092.122   MT  0.99993930   +1 26 30.9
 DJ4312
 DJ4312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4312!SPC WI S     -   0.99996295  x   0.99999672  =   0.99995967
 DJ4312!UTM  15      -   0.99996295  x   0.99993930  =   0.99990226
 DJ4312
 DJ4312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6609279551(NAD 83)
 DJ4312
 DJ4312                          SUPERSEDED SURVEY CONTROL
 DJ4312
 DJ4312  NAD 83(2007)-  44 03 01.15543(N)    090 55 35.83171(W) AD(2002.00) B
 DJ4312  ELLIP H (07/29/08)  236.294  (m)                       GP(2002.00) 4 1
 DJ4312  NAVD 88             268.97   (m)          882.4    (f) LEVELING    3  
 DJ4312  NAVD 88 (07/08/08)  268.970  (m)          882.45   (f) SUPERSEDED  2 1
 DJ4312
 DJ4312.Superseded values are not recommended for survey control.
 DJ4312
 DJ4312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4312.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4312
 DJ4312_MARKER: DD = SURVEY DISK
 DJ4312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4312_STAMPING: BURNS NORTH GPS 1993
 DJ4312_MARK LOGO: WI-063
 DJ4312_PROJECTION: FLUSH
 DJ4312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4312+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DJ4312
 DJ4312  HISTORY     - Date     Condition        Report By
 DJ4312  HISTORY     - 1993     MONUMENTED       WI-063
 DJ4312  HISTORY     - 20061004 GOOD             WIDT
 DJ4312  HISTORY     - 20100830 GOOD             WIDT
 DJ4312  HISTORY     - 20180709 GOOD             WIDT
 DJ4312
 DJ4312                          STATION DESCRIPTION
 DJ4312
 DJ4312'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4312'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 WITH STATE
 DJ4312'HIGHWAY 162 TO THE SOUTH AND CANDLE ROAD TO THE NORTH ABOUT 10 MI
 DJ4312'(16.1 KM) NORTH-NORTHWEST OF THE CITY OF SPARTA, GO SOUTH ON STATE
 DJ4312'HIGHWAY 162 FOR 1.8 MI (2.9 KM) TO DALLAS AVENUE ON THE LEFT AND SAND
 DJ4312'CREEK ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON SAND CREEK ROAD FOR
 DJ4312'0.5 MI (0.8 KM) TO COUNTY HIGHWAY A AND THE STATION ON THE LEFT.  THE
 DJ4312'STATION IS A BRONZE LA CROSSE COUNTY GEODETIC CONTROL STATION DISK SET
 DJ4312'IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN
 DJ4312'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DJ4312'8.9 M (29.2 FT) SOUTH OF THE CENTERLINE OF SAND CREEK ROAD, 11.8 M
 DJ4312'(38.7 FT) NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY A, 12.7 M
 DJ4312'(41.7 FT) NORTHWEST OF A POWER POLE, 7.7 M (25.3 FT) SOUTHEAST OF A
 DJ4312'METAL POST FOR A --SAND CREEK ROAD-- SIGN, 1.0 M (3.3 FT) SOUTH,
 DJ4312'NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND
 DJ4312'0.4 M (1.3 FT) EAST OF A GREEN METAL WITNESS POST WITH A YELLOW
 DJ4312'PLAQUE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4312'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED
 DJ4312'POWER POLE TO THE SOUTHEAST EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
 DJ4312
 DJ4312                          STATION RECOVERY (2010)
 DJ4312
 DJ4312'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DJ4312'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 19.0 M SOUTHEAST OF
 DJ4312'A --STOP-- SIGN WOOD POST AND 13.5 M NORTH OF A POWER POLE WITH ONE
 DJ4312'GUY WIRE.  NOTE---THE SAND CREEK ROAD SIGN IS NOT PRESENT.
 DJ4312
 DJ4312                          STATION RECOVERY (2018)
 DJ4312
 DJ4312'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 DJ4312'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0519 ***********************************************************************
 PN0519  DESIGNATION -  BURNT
 PN0519  PID         -  PN0519
 PN0519  STATE/COUNTY-  WI/WOOD
 PN0519  COUNTRY     -  US
 PN0519  USGS QUAD   -  NEKOOSA (2018)
 PN0519
 PN0519                         *CURRENT SURVEY CONTROL
 PN0519  ______________________________________________________________________
 PN0519* NAD 83(1991) POSITION- 44 20 24.67869(N) 089 53 43.18992(W)   ADJUSTED
 PN0519* NAVD 88 ORTHO HEIGHT -   296.860 (meters)      973.95  (feet) ADJUSTED
 PN0519  ______________________________________________________________________
 PN0519  GEOID HEIGHT    -        -35.129 (meters)                     GEOID18
 PN0519  LAPLACE CORR    -         -5.61  (seconds)                    DEFLEC18
 PN0519  DYNAMIC HEIGHT  -        296.809 (meters)      973.78  (feet) COMP
 PN0519  MODELED GRAVITY -    980,437.4   (mgal)                       NAVD 88
 PN0519
 PN0519  HORZ ORDER      -  FIRST
 PN0519  VERT ORDER      -  FIRST     CLASS II
 PN0519
 PN0519.The horizontal coordinates were established by classical geodetic methods
 PN0519.and adjusted by the National Geodetic Survey in November 1991.
 PN0519
 PN0519.The orthometric height was determined by differential leveling and
 PN0519.adjusted by the NATIONAL GEODETIC SURVEY
 PN0519.in June 1991.
 PN0519
 PN0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0519.GEOID18 height accuracy estimate available here.
 PN0519
 PN0519.Click photographs - Photos may exist for this station.
 PN0519
 PN0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0519
 PN0519.The dynamic height is computed by dividing the NAVD 88
 PN0519.geopotential number by the normal gravity value computed on the
 PN0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0519.degrees latitude (g = 980.6199 gals.).
 PN0519
 PN0519.The modeled gravity was interpolated from observed gravity values.
 PN0519
 PN0519. The following values were computed from the NAD 83(1991) position.
 PN0519
 PN0519;                    North         East     Units Scale Factor Converg.
 PN0519;SPC WI C     -    56,326.199   608,346.889   MT  0.99998417   +0 04 25.9
 PN0519;SPC WI C     -   184,796.87  1,995,884.75   sFT  0.99998417   +0 04 25.9
 PN0519;SPC WI S     -   259,993.476   608,347.581   MT  1.00006707   +0 04 18.9
 PN0519;SPC WI S     -   852,995.26  1,995,887.02   sFT  1.00006707   +0 04 18.9
 PN0519;UTM  16      - 4,913,735.515   269,197.500   MT  1.00025517   -2 01 28.2
 PN0519
 PN0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0519!SPC WI C     -   0.99995896  x   0.99998417  =   0.99994313
 PN0519!SPC WI S     -   0.99995896  x   1.00006707  =   1.00002603
 PN0519!UTM  16      -   0.99995896  x   1.00025517  =   1.00021412
 PN0519
 PN0519:                Primary Azimuth Mark                     Grid Az
 PN0519:SPC WI C     -  EDWARD                                   089 08 32.5
 PN0519:SPC WI S     -  EDWARD                                   089 08 39.5
 PN0519:UTM  16      -  EDWARD                                   091 14 26.6
 PN0519
 PN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6919713735(NAD 83)
 PN0519
 PN0519|---------------------------------------------------------------------|
 PN0519| PID    Reference Object                     Distance      Geod. Az  |
 PN0519|                                                           dddmmss.s |
 PN0519| PN1123 EDWARD                              APPROX. 2.5 KM 0891258.4 |
 PN0519|---------------------------------------------------------------------|
 PN0519
 PN0519                          SUPERSEDED SURVEY CONTROL
 PN0519
 PN0519  NAD 83(1986)-  44 20 24.67594(N)    089 53 43.19744(W) AD(       ) 1
 PN0519  NAD 27      -  44 20 24.80255(N)    089 53 42.75012(W) AD(       ) 1
 PN0519  NGVD 29 (??/??/92)  296.883  (m)          974.02   (f) ADJ UNCH    1 2
 PN0519  NGVD 29             296.88   (m)          974.0    (f) LEVELING    3  
 PN0519
 PN0519.Superseded values are not recommended for survey control.
 PN0519
 PN0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0519.See file dsdata.pdf to determine how the superseded data were derived.
 PN0519
 PN0519_MARKER: DE = TRAVERSE STATION DISK
 PN0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0519_STAMPING: BURNT 1926
 PN0519_MARK LOGO: CGS
 PN0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0519+STABILITY: SURFACE MOTION
 PN0519
 PN0519  HISTORY     - Date     Condition        Report By
 PN0519  HISTORY     - 1926     MONUMENTED       CGS
 PN0519  HISTORY     - 1930     GOOD             CGS
 PN0519  HISTORY     - 1930     GOOD             CGS
 PN0519  HISTORY     - 1957     MARK NOT FOUND   USGS
 PN0519  HISTORY     - 1958     SEE DESCRIPTION  CGS
 PN0519  HISTORY     - 1971     GOOD             WIDT
 PN0519  HISTORY     - 1973     GOOD             NGS
 PN0519  HISTORY     - 1977     GOOD             LOCENG
 PN0519  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0519
 PN0519                          STATION DESCRIPTION
 PN0519
 PN0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0519'STATION IS ABOUT 1/4 MILE W OF EAST NEKOOSA JUNCTION, OFFSET
 PN0519'35.37 FEET FROM THE EXTENSION OF THE N RAIL FROM THE E AND
 PN0519'ON THE EXTENSION OF THE S RAIL FROM THE W, 150 METERS E OF
 PN0519'POINT OF TANGENCY.
 PN0519'
 PN0519'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 PN0519'SET IN CONCRETE.
 PN0519'
 PN0519'REACHED BY PRIVATE ROAD TURNING S FROM STATE HIGHWAY 54
 PN0519'ABOUT 1-1/2 MILES FROM PORT EDWARDS.
 PN0519
 PN0519                          STATION RECOVERY (1930)
 PN0519
 PN0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0519'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN0519'ADEQUATE.
 PN0519
 PN0519                          STATION RECOVERY (1930)
 PN0519
 PN0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0519'1.4 MI W FROM PORT EDWARDS.
 PN0519'ON THE CHICAGO, MILWAUKEE, AND ST. PAUL RAILROAD, 1.4 MILES WEST
 PN0519'OF THE DEPOT AT PORT EDWARDS, OFFSET 35.37 FEET FROM THE
 PN0519'EXTENSION OF THE NORTH RAIL FROM THE EAST AND ON THE EXTENSION
 PN0519'OF THE SOUTH RAIL FROM THE WEST, 150 METERS EAST OF THE P.T.
 PN0519'IT IS ON THE FIRST CURVE WEST OF THE DEPOT.  STANDARD BRONZE
 PN0519'TRAVERSE DISC SET IN CONCRETE MONUMENT.
 PN0519
 PN0519                          STATION RECOVERY (1957)
 PN0519
 PN0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 PN0519'MARK NOT FOUND.
 PN0519
 PN0519                          STATION RECOVERY (1958)
 PN0519
 PN0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GCK)
 PN0519'STATION AND UNDERGROUND MARKS WERE FOUND LYING ON TOP OF SOD
 PN0519'ABOVE A CUT SLOPE.
 PN0519'
 PN0519'STATION PROBABLY 3 FEET LOWER THAN THE ORIGINAL POSITION, WAS
 PN0519'RESET HOLDING TO EAST AND WEST DISTANCE FROM TRIANGULATION
 PN0519'STATION EDWARD.
 PN0519
 PN0519                          STATION RECOVERY (1971)
 PN0519
 PN0519'RECOVERY NOTE BY WI DEPT OF TRANSP 1971 (RLS)
 PN0519'BURNT 1926-GOOD, BUT SETS IN SANDY CUT SLOPE ALONG TRACKS
 PN0519'
 PN0519'IN THE DESCRIPTION WHERE IT SAYS REACHED BY PRIVATE ROAD
 PN0519'(ADD) BEHIND PORT EDWARDS CEMETERY.
 PN0519'
 PN0519'SET A STEEL CHANNEL POST WITH WITNESS POST PLAQUE 3 FT. SOUTH
 PN0519'OF STATION, ELEVATION WAS CHECKED BY USGS LEVELS.  8-71 AND
 PN0519'15 MORE THAN 3 FEET LOWER THAN RECORDED ELEVATION.
 PN0519
 PN0519                          STATION RECOVERY (1973)
 PN0519
 PN0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PN0519'THE MARK WAS FOUND IN GOOD CONDITION AS STATED BY MR. GLENN
 PN0519'C KREJCHIK.  SINCE THERE IS SOME DOUBT TO THE ACTUAL LOCATION OF
 PN0519'THIS MARK NOTHING WAS DONE EXCEPT REFERENCE MEASUREMENTS MADE
 PN0519'AND LISTED BELOW.
 PN0519'
 PN0519'THE MARK IS FLUSH IN SAND BANK, 36 FEET NORTH OF NORTH RAIL
 PN0519'OF RAILROAD, 72 FEET SOUTHWEST OF A POWER POLE, 1 FOOT WEST OF A
 PN0519'METAL WITNESS POST, 78 FEET EAST OF CENTERLINE OF GRADED
 PN0519'ROAD, ON A TANGENT WITH THE SOUTH RAIL OF RAILROAD FROM THE
 PN0519'WEST AND AT THE REAR AND SOUTHEAST CORNER OF THE PORT EDWARDS
 PN0519'CEMETERY.
 PN0519'
 PN0519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/4
 PN0519'MILE WEST OF NEKOOSA
 PN0519
 PN0519                          STATION RECOVERY (1977)
 PN0519
 PN0519'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 PN0519'RECOVERED IN GOOD CONDITION.
 PN0519
 PN0519                          STATION RECOVERY (1985)
 PN0519
 PN0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0519'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0014 ***********************************************************************
 QN0014  DESIGNATION -  BURR
 QN0014  PID         -  QN0014
 QN0014  STATE/COUNTY-  WI/PRICE
 QN0014  COUNTRY     -  US
 QN0014  USGS QUAD   -  BIG BRIENS LAKE (2018)
 QN0014
 QN0014                         *CURRENT SURVEY CONTROL
 QN0014  ______________________________________________________________________
 QN0014* NAD 83(1991) POSITION- 45 34 01.90659(N) 090 09 40.60165(W)   ADJUSTED
 QN0014* NAVD 88 ORTHO HEIGHT -   513.187 (meters)     1683.68  (feet) ADJUSTED
 QN0014  ______________________________________________________________________
 QN0014  GEOID HEIGHT    -        -30.765 (meters)                     GEOID18
 QN0014  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 QN0014  DYNAMIC HEIGHT  -        513.161 (meters)     1683.60  (feet) COMP
 QN0014  MODELED GRAVITY -    980,548.0   (mgal)                       NAVD 88
 QN0014
 QN0014  HORZ ORDER      -  FIRST
 QN0014  VERT ORDER      -  FIRST     CLASS II
 QN0014
 QN0014.The horizontal coordinates were established by classical geodetic methods
 QN0014.and adjusted by the National Geodetic Survey in November 1991.
 QN0014
 QN0014.The orthometric height was determined by differential leveling and
 QN0014.adjusted by the NATIONAL GEODETIC SURVEY
 QN0014.in June 1991.
 QN0014
 QN0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0014.GEOID18 height accuracy estimate available here.
 QN0014
 QN0014.Click photographs - Photos may exist for this station.
 QN0014
 QN0014.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0014
 QN0014.The dynamic height is computed by dividing the NAVD 88
 QN0014.geopotential number by the normal gravity value computed on the
 QN0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0014.degrees latitude (g = 980.6199 gals.).
 QN0014
 QN0014.The modeled gravity was interpolated from observed gravity values.
 QN0014
 QN0014. The following values were computed from the NAD 83(1991) position.
 QN0014
 QN0014;                    North         East     Units Scale Factor Converg.
 QN0014;SPC WI N     -    44,529.191   587,409.818   MT  0.99999990   -0 06 58.8
 QN0014;SPC WI N     -   146,092.85  1,927,193.71   sFT  0.99999990   -0 06 58.8
 QN0014;SPC WI C     -   192,686.404   587,409.646   MT  1.00001349   -0 06 49.7
 QN0014;SPC WI C     -   632,171.98  1,927,193.15   sFT  1.00001349   -0 06 49.7
 QN0014;UTM  15      - 5,049,881.908   721,514.604   MT  1.00020332   +2 01 40.3
 QN0014
 QN0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0014!SPC WI N     -   0.99992437  x   0.99999990  =   0.99992427
 QN0014!SPC WI C     -   0.99992437  x   1.00001349  =   0.99993786
 QN0014!UTM  15      -   0.99992437  x   1.00020332  =   1.00012768
 QN0014
 QN0014:                Primary Azimuth Mark                     Grid Az
 QN0014:SPC WI N     -  ESSEX                                    102 47 16.9
 QN0014:SPC WI C     -  ESSEX                                    102 47 07.8
 QN0014:UTM  15      -  ESSEX                                    100 38 37.8
 QN0014
 QN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2151449881(NAD 83)
 QN0014
 QN0014|---------------------------------------------------------------------|
 QN0014| PID    Reference Object                     Distance      Geod. Az  |
 QN0014|                                                           dddmmss.s |
 QN0014| QN0015 ESSEX                               APPROX. 1.3 KM 1024018.1 |
 QN0014| CJ4367 BURR RM                              12.590 METERS 21123     |
 QN0014|---------------------------------------------------------------------|
 QN0014
 QN0014                          SUPERSEDED SURVEY CONTROL
 QN0014
 QN0014  NAD 83(1986)-  45 34 01.90258(N)    090 09 40.59664(W) AD(       ) 1
 QN0014  NAD 27      -  45 34 02.03900(N)    090 09 40.05700(W) AD(       ) 1
 QN0014  USSD        -  45 34 02.22500(N)    090 09 39.86600(W) AD(       ) 3
 QN0014  NGVD 29 (??/??/92)  513.169  (m)         1683.62   (f) ADJ UNCH    1 2
 QN0014  NGVD 29             513.17   (m)         1683.6    (f) LEVELING    3  
 QN0014
 QN0014.Superseded values are not recommended for survey control.
 QN0014
 QN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0014.See file dsdata.pdf to determine how the superseded data were derived.
 QN0014
 QN0014_MARKER: DS = TRIANGULATION STATION DISK
 QN0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0014_STAMPING: ELEV 1683.622 FT BURR 1921
 QN0014_MARK LOGO: CGS
 QN0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0014+STABILITY: SURFACE MOTION
 QN0014
 QN0014  HISTORY     - Date     Condition        Report By
 QN0014  HISTORY     - 1921     MONUMENTED       CGS
 QN0014  HISTORY     - 1921     GOOD             CGS
 QN0014  HISTORY     - 1934     GOOD             CGS
 QN0014  HISTORY     - 1952     GOOD             CGS
 QN0014  HISTORY     - 1975     MARK NOT FOUND   USGS
 QN0014  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0014  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0014
 QN0014                          STATION DESCRIPTION
 QN0014
 QN0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0014'STATION IS ABOUT 2 MILES W OF BRANTWOOD, ON THE EXTENSION OF
 QN0014'THE N RAIL FROM THE E, AT THE SECOND CURVE W OF BRANTWOOD,
 QN0014'200 METERS W OF THE POINT OF TANGENCY OF CURVE, 45 METERS NE
 QN0014'OF ROAD-CROSSING SIGN FOR PRIVATE WAGON-ROAD CROSSING, AND 23.01
 QN0014'METERS (75.51 FEET) N OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0014'STE. MARIE RAILWAY.
 QN0014'
 QN0014'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0014'DISKS SET IN CONCRETE.
 QN0014'
 QN0014'THE UNDERGROUND MARK IS 36 INCHES DEEP.
 QN0014
 QN0014                          STATION RECOVERY (1921)
 QN0014
 QN0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0014'2 MI W FROM BRANTWOOD.
 QN0014'2 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0014'MARIE RAILROAD FROM BRANTWOOD, PRICE COUNTY, AT THE SECOND CURVE
 QN0014'WEST OF THE STATION, IN LINE WITH THE NORTH RAIL OF THE EAST
 QN0014'TANGENT, 219 YARDS WEST OF THE POINT OF TANGENCY OF THE CURVE,
 QN0014'250 FEET NORTHEAST OF THE CROSSING SIGN AT A ROAD CROSSING, AND
 QN0014'75.5 FEET NORTH OF THE NORTH RAIL.  A STANDARD TRIANGULATION-STATION
 QN0014'DISK, STAMPED ELEV. 1683.622 FT. BURR 1921 AND SET IN THE TOP
 QN0014'OF A CONCRETE POST.
 QN0014
 QN0014                          STATION RECOVERY (1934)
 QN0014
 QN0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0014'RECOVERED IN GOOD CONDITION.
 QN0014
 QN0014                          STATION RECOVERY (1952)
 QN0014
 QN0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0014'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND TO BE IN GOOD
 QN0014'CONDITION.  IT IS 29.0 FEET N OF THE N RIGHT-OF-WAY FENCE LINE.
 QN0014'
 QN0014'REFERENCE MARK RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QN0014
 QN0014                          STATION RECOVERY (1975)
 QN0014
 QN0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QN0014'MARK NOT FOUND.
 QN0014
 QN0014                          STATION RECOVERY (1985)
 QN0014
 QN0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0014'MARK NOT FOUND.
 QN0014
 QN0014                          STATION RECOVERY (2004)
 QN0014
 QN0014'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4237 ***********************************************************************
 DG4237  DESIGNATION -  BURR JONES GPS
 DG4237  PID         -  DG4237
 DG4237  STATE/COUNTY-  WI/DANE
 DG4237  COUNTRY     -  US
 DG4237  USGS QUAD   -  MADISON EAST (2018)
 DG4237
 DG4237                         *CURRENT SURVEY CONTROL
 DG4237  ______________________________________________________________________
 DG4237* NAD 83(2011) POSITION- 43 05 30.82378(N) 089 21 44.56934(W)   ADJUSTED
 DG4237* NAD 83(2011) ELLIP HT-   225.256 (meters)        (06/27/12)   ADJUSTED
 DG4237* NAD 83(2011) EPOCH   -  2010.00
 DG4237* NAVD 88 ORTHO HEIGHT -   259.6   (meters)      852.    (feet) GPS OBS
 DG4237  ______________________________________________________________________
 DG4237  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG4237  GEOID HEIGHT    -        -34.358 (meters)                     GEOID99
 DG4237  GEOID HEIGHT    -        -34.380 (meters)                     GEOID18
 DG4237  NAD 83(2011) X  -     51,915.331 (meters)                     COMP
 DG4237  NAD 83(2011) Y  - -4,664,860.422 (meters)                     COMP
 DG4237  NAD 83(2011) Z  -  4,335,116.454 (meters)                     COMP
 DG4237  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 DG4237
 DG4237  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4237  Standards:
 DG4237         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4237            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4237  -------------------------------------------------------------------
 DG4237  NETWORK    0.98   0.96           0.43   0.36   0.49      0.14160034
 DG4237  -------------------------------------------------------------------
 DG4237  Click here for local accuracies and other accuracy information.
 DG4237
 DG4237.The horizontal coordinates were established by GPS observations
 DG4237.and adjusted by the National Geodetic Survey in June 2012.
 DG4237
 DG4237.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4237.been affixed to the stable North American tectonic plate. See 
 DG4237.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4237
 DG4237.The horizontal coordinates are valid at the epoch date displayed above
 DG4237.which is a decimal equivalence of Year/Month/Day.
 DG4237
 DG4237.The orthometric height was determined by GPS observations and a
 DG4237.high-resolution geoid model.
 DG4237
 DG4237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4237.GEOID18 height accuracy estimate available here.
 DG4237
 DG4237.Click photographs - Photos may exist for this station.
 DG4237
 DG4237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4237
 DG4237.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4237
 DG4237.The ellipsoidal height was determined by GPS observations
 DG4237.and is referenced to NAD 83.
 DG4237
 DG4237. The following values were computed from the NAD 83(2011) position.
 DG4237
 DG4237;                    North         East     Units Scale Factor Converg.
 DG4237;SPC WI S     -   121,497.504   651,911.317   MT  0.99994704   +0 26 17.2
 DG4237;SPC WI S     -   398,613.06  2,138,812.38   sFT  0.99994704   +0 26 17.2
 DG4237;UTM  16      - 4,773,728.451   307,729.760   MT  1.00005479   -1 36 51.8
 DG4237
 DG4237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4237!SPC WI S     -   0.99996468  x   0.99994704  =   0.99991172
 DG4237!UTM  16      -   0.99996468  x   1.00005479  =   1.00001946
 DG4237
 DG4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0772973728(NAD 83)
 DG4237
 DG4237                          SUPERSEDED SURVEY CONTROL
 DG4237
 DG4237  NAD 83(2007)-  43 05 30.82375(N)    089 21 44.57028(W) AD(2002.00) 0
 DG4237  ELLIP H (02/10/07)  225.287  (m)                       GP(2002.00)    
 DG4237  NAD 83(1997)-  43 05 30.82363(N)    089 21 44.57065(W) AD(       ) 1
 DG4237  ELLIP H (01/28/04)  225.277  (m)                       GP(       ) 3 2
 DG4237
 DG4237.Superseded values are not recommended for survey control.
 DG4237
 DG4237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4237.See file dsdata.pdf to determine how the superseded data were derived.
 DG4237
 DG4237_MARKER: F = FLANGE-ENCASED ROD
 DG4237_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG4237+WITH SETTING: INFORMATION.
 DG4237_STAMPING: BURR JONES GPS
 DG4237_MARK LOGO: AYRES
 DG4237_PROJECTION: RECESSED 80 CENTIMETERS
 DG4237_MAGNETIC: I = MARKER IS A STEEL ROD
 DG4237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4237+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2020
 DG4237_ROD/PIPE-DEPTH: 2.4 meters
 DG4237_SLEEVE-DEPTH  : 0.9 meters
 DG4237
 DG4237  HISTORY     - Date     Condition        Report By
 DG4237  HISTORY     - 20021016 MONUMENTED       AYRES
 DG4237  HISTORY     - 20080815 POOR             INDIV
 DG4237  HISTORY     - 20110228 GOOD             INDIV
 DG4237  HISTORY     - 20190901 SEE DESCRIPTION  PRIVTE
 DG4237  HISTORY     - 20200917 SEE DESCRIPTION  INDIV
 DG4237
 DG4237                          STATION DESCRIPTION
 DG4237
 DG4237'DESCRIBED BY AYRES ASSOCIATES 2002 (CMS)
 DG4237'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH 30 AND US 151
 DG4237'(E. WASHINGTON AVE.), TRAVEL SOUTHWEST ALONG US 151 FOR 2.6 KM
 DG4237'(1.6 MI) TO THE ENTRANCE TO BURR JONES PARK.  TRAVEL WEST TO THE
 DG4237'SOUTHWEST CORNER OF THE PARKING LOT FOR BURR JONES PARK.
 DG4237'
 DG4237'THE STATION IS LOCATED APPROXIMATELY 10.7 M (35.1 FT) SOUTH OF SOUTH
 DG4237'EDGE OF THE PARKING AREA AND 9.1 M (29.9 FT) NORTHEAST OF THE
 DG4237'SOUTHEAST CORNER OF THE BASKETBALL COURTS AND APPROXIMATELY 0.6 M
 DG4237'(2.0 FT) EAST OF THE BIKE PATH.  STATION IS STAMPED BURR JONES GPS ON
 DG4237'THE ACCESS COVER.
 DG4237
 DG4237                          STATION RECOVERY (2008)
 DG4237
 DG4237'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 DG4237'PLASTIC BASE OF MONUMENT SYSTEM IS BROKEN, AFFECTING HORIZONTAL
 DG4237'POSITION AND PERHAPS VERTICAL.
 DG4237
 DG4237                          STATION RECOVERY (2011)
 DG4237
 DG4237'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (MEP)
 DG4237'RECOVERED IN GOOD CONDITION.
 DG4237
 DG4237                          STATION RECOVERY (2019)
 DG4237
 DG4237'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2019 (DR)
 DG4237'MONUMENT BURIED IN 2019.  SHOULD BE UNDISTURBED, BUT COVER NOW 0.7 M
 DG4237'(2.3 FT) BELOW THE SURFACE.  LIGHT POLE INSTALLED 2 M (6.6 FT)
 DG4237'SOUTHEAST OF MONUMENT.
 DG4237
 DG4237                          STATION RECOVERY (2020)
 DG4237
 DG4237'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (DR)
 DG4237'MONUMENT BURIED APPROXIMATELY 0.8 M (2.6 FT) WITH PARK REGRADING.
 DG4237'ATHLETIC LIGHT POLE INSTALLED 2 M (6.6 FT) SOUTH OF MONUMENT.  LIGHT
 DG4237'POLE INSTALLATION MAY HAVE DISTURBED MONUMENT AND IS SIGNIFICANT SKY
 DG4237'OBSTRUCTION FOR GNSS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5167 ***********************************************************************
 DK5167  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5167  DESIGNATION -  BURR OAK GPS
 DK5167  PID         -  DK5167
 DK5167  STATE/COUNTY-  WI/LA CROSSE
 DK5167  COUNTRY     -  US
 DK5167  USGS QUAD   -  NORTH BEND (2018)
 DK5167
 DK5167                         *CURRENT SURVEY CONTROL
 DK5167  ______________________________________________________________________
 DK5167* NAD 83(2011) POSITION- 44 03 26.24801(N) 091 01 17.94702(W)   ADJUSTED
 DK5167* NAD 83(2011) ELLIP HT-   211.776 (meters)        (06/27/12)   ADJUSTED
 DK5167* NAD 83(2011) EPOCH   -  2010.00
 DK5167* NAVD 88 ORTHO HEIGHT -   244.25  (meters)      801.3   (feet) GPS OBS
 DK5167  ______________________________________________________________________
 DK5167  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5167  GEOID HEIGHT    -        -32.475 (meters)                     GEOID12A
 DK5167  GEOID HEIGHT    -        -32.478 (meters)                     GEOID18
 DK5167  NAD 83(2011) X  -    -81,862.298 (meters)                     COMP
 DK5167  NAD 83(2011) Y  - -4,590,474.349 (meters)                     COMP
 DK5167  NAD 83(2011) Z  -  4,412,815.821 (meters)                     COMP
 DK5167  LAPLACE CORR    -         -6.10  (seconds)                    DEFLEC18
 DK5167
 DK5167  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5167  Standards:
 DK5167         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5167            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5167  -------------------------------------------------------------------
 DK5167  NETWORK    0.35   0.33           0.16   0.12   0.17      0.15580639
 DK5167  -------------------------------------------------------------------
 DK5167  Click here for local accuracies and other accuracy information.
 DK5167
 DK5167.The horizontal coordinates were established by GPS observations
 DK5167.and adjusted by the National Geodetic Survey in June 2012.
 DK5167
 DK5167.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5167.been affixed to the stable North American tectonic plate. See 
 DK5167.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5167
 DK5167.The horizontal coordinates are valid at the epoch date displayed above
 DK5167.which is a decimal equivalence of Year/Month/Day.
 DK5167
 DK5167.The orthometric height was determined by GPS observations and a
 DK5167.high-resolution geoid model using precise GPS observation and
 DK5167.processing techniques.
 DK5167
 DK5167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5167.GEOID18 height accuracy estimate available here.
 DK5167
 DK5167.Click photographs - Photos may exist for this station.
 DK5167
 DK5167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5167
 DK5167.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5167
 DK5167.The ellipsoidal height was determined by GPS observations
 DK5167.and is referenced to NAD 83.
 DK5167
 DK5167. The following values were computed from the NAD 83(2011) position.
 DK5167
 DK5167;                    North         East     Units Scale Factor Converg.
 DK5167;SPC WI S     -   229,054.300   518,138.280   MT  0.99999811   -0 42 07.1
 DK5167;SPC WI S     -   751,488.98  1,699,925.34   sFT  0.99999811   -0 42 07.1
 DK5167;UTM  15      - 4,880,138.814   658,460.677   MT  0.99990883   +1 22 33.5
 DK5167
 DK5167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5167!SPC WI S     -   0.99996679  x   0.99999811  =   0.99996490
 DK5167!UTM  15      -   0.99996679  x   0.99990883  =   0.99987563
 DK5167
 DK5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5846080138(NAD 83)
 DK5167
 DK5167                          SUPERSEDED SURVEY CONTROL
 DK5167
 DK5167  NAD 83(2007)-  44 03 26.24803(N)    091 01 17.94785(W) AD(2002.00) 1
 DK5167  ELLIP H (07/29/08)  211.807  (m)                       GP(2002.00) 3 1
 DK5167  NAVD 88 (07/29/08)  244.24   (m)  GEOID03  model used  GPS OBS        
 DK5167
 DK5167.Superseded values are not recommended for survey control.
 DK5167
 DK5167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5167.See file dsdata.pdf to determine how the superseded data were derived.
 DK5167
 DK5167_MARKER: DD = SURVEY DISK
 DK5167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5167_STAMPING: BURR OAK GPS 1994
 DK5167_MARK LOGO: WI-063
 DK5167_PROJECTION: FLUSH
 DK5167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5167+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DK5167
 DK5167  HISTORY     - Date     Condition        Report By
 DK5167  HISTORY     - 1994     MONUMENTED       WI-063
 DK5167  HISTORY     - 20061003 GOOD             WIDT
 DK5167  HISTORY     - 20100824 GOOD             WIDT
 DK5167
 DK5167                          STATION DESCRIPTION
 DK5167
 DK5167'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5167'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 108 WITH
 DK5167'COUNTY HIGHWAY C ABOUT 11 MI (17.7 KM) NORTH-NORTHEAST OF THE VILLAGE
 DK5167'OF WEST SALEM, GO EAST ON STATE HIGHWAY 108 FOR 0.1 MI (0.2 KM) TO
 DK5167'DAVIS CREEK ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON DAVIS CREEK
 DK5167'ROAD FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DK5167'BRONZE LA CROSSE COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP
 DK5167'OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DK5167'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 10.2
 DK5167'M (33.5 FT) NORTH OF THE CENTERLINE OF DAVIS CREEK ROAD, 31 M (101.7
 DK5167'FT) EAST OF A PRIVATE ENTRANCE --W2274--, 0.8 M (2.6 FT) WEST OF A
 DK5167'METAL POST FOR A FIRE NUMBER --TOWN OF FARMINGTON W2274-- SIGN, AND
 DK5167'0.3 M (1.0 FT) WEST OF A GREEN METAL WITNESS POST WITH A YELLOW
 DK5167'PLAQUE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DK5167'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DK5167
 DK5167                          STATION RECOVERY (2010)
 DK5167
 DK5167'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5167'RECOVERED IN GOOD CONDITION.  NOTE---THE MONUMENT PROJECTS 10 CM ABOVE
 DK5167'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AE8978 ***********************************************************************
 AE8978  DESIGNATION -  BURSCH RM 6
 AE8978  PID         -  AE8978
 AE8978  STATE/COUNTY-  WI/ST CROIX
 AE8978  COUNTRY     -  US
 AE8978  USGS QUAD   -  SOMERSET SOUTH (2019)
 AE8978
 AE8978                         *CURRENT SURVEY CONTROL
 AE8978  ______________________________________________________________________
 AE8978* NAD 83(1996) POSITION- 45 05 36.33269(N) 092 44 10.69078(W)   ADJUSTED
 AE8978* NAVD 88 ORTHO HEIGHT -   282.9   (meters)      928.    (feet) VERT ANG
 AE8978  ______________________________________________________________________
 AE8978  GEOID HEIGHT    -        -28.318 (meters)                     GEOID18
 AE8978  LAPLACE CORR    -        -14.08  (seconds)                    DEFLEC18
 AE8978  HORZ ORDER      -  SECOND
 AE8978
 AE8978.The horizontal coordinates were established by classical geodetic methods
 AE8978.and adjusted by the National Geodetic Survey in March 1999.
 AE8978
 AE8978.The orthometric height was determined by vertical angle observations.
 AE8978
 AE8978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8978.GEOID18 height accuracy estimate available here.
 AE8978
 AE8978.Click photographs - Photos may exist for this station.
 AE8978
 AE8978.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8978
 AE8978. The following values were computed from the NAD 83(1996) position.
 AE8978
 AE8978;                    North         East     Units Scale Factor Converg.
 AE8978;SPC WI C     -   143,649.754   384,654.058   MT  0.99994788   -1 55 50.4
 AE8978;SPC WI C     -   471,290.90  1,261,985.86   sFT  0.99994788   -1 55 50.4
 AE8978;UTM  15      - 4,993,362.720   520,749.554   MT  0.99960529   +0 11 12.4
 AE8978
 AE8978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8978!SPC WI C     -   0.99996009  x   0.99994788  =   0.99990797
 AE8978!UTM  15      -   0.99996009  x   0.99960529  =   0.99956539
 AE8978
 AE8978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2074993362(NAD 83)
 AE8978
 AE8978                          SUPERSEDED SURVEY CONTROL
 AE8978
 AE8978  NAD 83(1986)-  45 05 36.32221(N)    092 44 10.68392(W) AD(       ) 2
 AE8978
 AE8978.Superseded values are not recommended for survey control.
 AE8978
 AE8978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8978.See file dsdata.pdf to determine how the superseded data were derived.
 AE8978
 AE8978_MARKER: DR = REFERENCE MARK DISK
 AE8978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8978_STAMPING: BURSCH 1934 NO 6 1985
 AE8978_MARK LOGO: MNDT
 AE8978_PROJECTION: FLUSH
 AE8978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8978+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 AE8978_ROD/PIPE-DEPTH: 9.1 meters
 AE8978
 AE8978  HISTORY     - Date     Condition        Report By
 AE8978  HISTORY     - 1985     MONUMENTED       MNDT
 AE8978  HISTORY     - 19950601 GOOD             MNDT
 AE8978  HISTORY     - 20050228 MARK NOT FOUND   WIDT
 AE8978
 AE8978                          STATION DESCRIPTION
 AE8978
 AE8978'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH)
 AE8978'DESCRIBED BY MNDT 1985 THE STATION IS LOCATED ABOUT 5-1/2 MILES
 AE8978'NORTHEAST OF THE TOWN OF STILLWATER, IN THE SW 1/4 OF SECTION 7, T30N,
 AE8978'R19W, AT THE INTERSECTION OF COUNTY ROAD V AND TRUNK HIGHWAY 64, AND
 AE8978'AT THE ENTRANCE TO THE ST CROIX NATIONAL GOLF CLUB. THE STATION MARK,
 AE8978'A STANDARD MNDT ALUMINUM REFERENCE MARK DISK STAMPED---BURSCH 1934 NO
 AE8978'6 1985---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 30 FOOT
 AE8978'(9.1 M) LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE
 AE8978'GROUND.  THE MARK IS 17.0 FEET (5.2 M) WEST OF THE CENTER OF THE
 AE8978'ENTRANCE TO THE GOLF COURSE, 196 FEET (59.7 M) EAST-SOUTHEAST OF THE
 AE8978'CENTERLINE OF TRUNK HIGHWAY 64, 98.5 FEET (30.0 M) NORTHEAST OF THE
 AE8978'CENTERLINE OF COUNTY ROAD V, 113 FEET (34.4 M) NORTH-NORTHWEST OF A
 AE8978'POWER POLE WITH A LIGHT, 189.24 FEET (57.68 M) SOUTH-SOUTHEAST OF THE
 AE8978'AZIMUTH MARK THAT IS STAMPED ---BURSCH 1934 1969---, 188.8 FEET (57.5
 AE8978'M) SOUTH-SOUTHEAST OF A STEEL WITNESS POST, AND 4.0 FEET (1.2 M)
 AE8978'EAST-SOUTHEAST OF A STEEL WITNESS POST. A MAGNET IN THE DISK MAKES THE
 AE8978'MARK MAGNETIC. RECOVERED BY MNDT 1995 THE MARK WAS RECOVERED IN GOOD
 AE8978'CONDITION AS DESCRIBED IN 1985.
 AE8978
 AE8978                          STATION RECOVERY (2005)
 AE8978
 AE8978'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (BEB)
 AE8978'EXTENSIVE LANDSCAPING FOR NEW COUNTY HIGHWAY V OVERPASS BRIDGE MAY
 AE8978'HAVE DESTROYED MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP2211 ***********************************************************************
 PP2211  DESIGNATION -  BUS
 PP2211  PID         -  PP2211
 PP2211  STATE/COUNTY-  WI/PIERCE
 PP2211  COUNTRY     -  US
 PP2211  USGS QUAD   -  MARTELL (2018)
 PP2211
 PP2211                         *CURRENT SURVEY CONTROL
 PP2211  ______________________________________________________________________
 PP2211* NAD 83(1996) POSITION- 44 46 07.04259(N) 092 27 41.55175(W)   ADJUSTED
 PP2211* NAVD 88 ORTHO HEIGHT -   365.4   (meters)     1199.    (feet) VERTCON3
 PP2211  ______________________________________________________________________
 PP2211  GEOID HEIGHT    -        -30.296 (meters)                     GEOID18
 PP2211  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 PP2211  HORZ ORDER      -  SECOND
 PP2211
 PP2211.The horizontal coordinates were established by classical geodetic methods
 PP2211.and adjusted by the National Geodetic Survey in March 1999.
 PP2211
 PP2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2211
 PP2211.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2211.GEOID18 height accuracy estimate available here.
 PP2211
 PP2211.Click photographs - Photos may exist for this station.
 PP2211
 PP2211.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2211
 PP2211. The following values were computed from the NAD 83(1996) position.
 PP2211
 PP2211;                    North         East     Units Scale Factor Converg.
 PP2211;SPC WI C     -   106,880.866   405,176.701   MT  0.99994246   -1 44 12.5
 PP2211;SPC WI C     -   350,658.31  1,329,317.23   sFT  0.99994246   -1 44 12.5
 PP2211;UTM  15      - 4,957,388.869   542,609.176   MT  0.99962233   +0 22 45.2
 PP2211
 PP2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2211!SPC WI C     -   0.99994746  x   0.99994246  =   0.99988992
 PP2211!UTM  15      -   0.99994746  x   0.99962233  =   0.99956981
 PP2211
 PP2211:                Primary Azimuth Mark                     Grid Az
 PP2211:SPC WI C     -  CHUCK                                    098 35 19.7
 PP2211:UTM  15      -  CHUCK                                    096 28 22.0
 PP2211
 PP2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4260957388(NAD 83)
 PP2211
 PP2211|---------------------------------------------------------------------|
 PP2211| PID    Reference Object                     Distance      Geod. Az  |
 PP2211|                                                           dddmmss.s |
 PP2211| PP2205 CHUCK                               APPROX. 7.1 KM 0965107.2 |
 PP2211| CJ3920 BUS RM 2                             18.649 METERS 09853     |
 PP2211| CJ3919 BUS RM 1                             17.860 METERS 25632     |
 PP2211|---------------------------------------------------------------------|
 PP2211
 PP2211                          SUPERSEDED SURVEY CONTROL
 PP2211
 PP2211  NAD 83(1991)-  44 46 07.03683(N)    092 27 41.55061(W) AD(       ) 2
 PP2211  NAD 83(1986)-  44 46 07.03338(N)    092 27 41.55540(W) AD(       ) 2
 PP2211  NAD 27      -  44 46 07.15393(N)    092 27 40.87373(W) AD(       ) 2
 PP2211  NGVD 29 (07/19/86)  365.4    (m)         1199.     (f) VERT ANG       
 PP2211
 PP2211.Superseded values are not recommended for survey control.
 PP2211
 PP2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2211.See file dsdata.pdf to determine how the superseded data were derived.
 PP2211
 PP2211_MARKER: DD = SURVEY DISK
 PP2211_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP2211+WITH SETTING: INFORMATION.
 PP2211_STAMPING: ET BUS 1972
 PP2211_MARK LOGO: USGS
 PP2211_PROJECTION: RECESSED 46 CENTIMETERS
 PP2211_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2211
 PP2211  HISTORY     - Date     Condition        Report By
 PP2211  HISTORY     - 1972     MONUMENTED       USGS
 PP2211
 PP2211                          STATION DESCRIPTION
 PP2211
 PP2211'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2211'STATION IS ABOUT 2.5 MI. N. AND 1.3 MI. E. OF TOWN OF ELLSWORTH,
 PP2211'FROM JUNCTION OF STATE HIGHWAYS 35 AND 72, T. 26 N., R. 17 W., ABOUT
 PP2211'1,240 FT. W. OF QUARTER CORNERS BETWEEN SECS. 4 AND 5.
 PP2211'
 PP2211'TO REACH FROM JUNCTION OF STATE HIGHWAYS 35 AND 72 ON W. SIDE
 PP2211'OF ELLSWORTH, GO 2.1 MI. N. ON STATE HIGHWAY 35 TO T-RD. E., THEN
 PP2211'GO E. FOR 1.75 MI. TO T-RD. N., THEN GO N. 0.5 MI. TO T-RD. W.,
 PP2211'FOLLOW RD. W. FOR 0.25 MI. TO STATION ON LEFT.
 PP2211'
 PP2211'STATION MARK STAMPED ET BUS 1972 IS 59 FT. E. AND 9 FT. S. OF
 PP2211'CENTER LINE RD. AT FENCE S., 12 FT. N. OF S. R/W FENCE SET
 PP2211'18 IN. BELOW SURFACE.
 PP2211'
 PP2211'REFERENCE MARK NO. 1 STAMPED BUS NO 1 1972 IS 59 FT. WSW. OF
 PP2211'STATION, ABOUT 220 FT. S. AND 2 FT. E. CENTER LINE RD. AT FENCE
 PP2211'S., ABOUT 1 FT. N. OF S. R/W FENCE.
 PP2211'
 PP2211'REFERENCE MARK NO. 2 STAMPED BUS NO 2 1972 IS ABOUT 61 FT. ESE. OF
 PP2211'STATION, ABOUT 20 FT. S. AND 120 FT. E. CENTER LINE RD. AT FENCE
 PP2211'S., ABOUT 1 FT. N. OF S. R/W FENCE.
 PP2211'
 PP2211'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 PP2211'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE, 12 IN. LONG AND
 PP2211'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  BOTH REFERENCE MARKS
 PP2211'ARE FLUSH WITH GROUND.  STATION SET 18 IN. BELOW SURFACE.
 PP2211'
 PP2211'NO AZIMUTH USED.
 PP2211'
 PP2211'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8511 ***********************************************************************
 AB8511  DESIGNATION -  BUSHEY GPS 167
 AB8511  PID         -  AB8511
 AB8511  STATE/COUNTY-  WI/BURNETT
 AB8511  COUNTRY     -  US
 AB8511  USGS QUAD   -  WEBSTER (2018)
 AB8511
 AB8511                         *CURRENT SURVEY CONTROL
 AB8511  ______________________________________________________________________
 AB8511* NAD 83(2011) POSITION- 45 57 02.91667(N) 092 17 03.03203(W)   ADJUSTED
 AB8511* NAD 83(2011) ELLIP HT-   276.251 (meters)        (06/27/12)   ADJUSTED
 AB8511* NAD 83(2011) EPOCH   -  2010.00
 AB8511* NAVD 88 ORTHO HEIGHT -   302.868 (meters)      993.66  (feet) ADJUSTED
 AB8511  ______________________________________________________________________
 AB8511  GEOID HEIGHT    -        -26.607 (meters)                     GEOID18
 AB8511  NAD 83(2011) X  -   -177,057.252 (meters)                     COMP
 AB8511  NAD 83(2011) Y  - -4,438,913.744 (meters)                     COMP
 AB8511  NAD 83(2011) Z  -  4,561,646.369 (meters)                     COMP
 AB8511  LAPLACE CORR    -         -4.66  (seconds)                    DEFLEC18
 AB8511  DYNAMIC HEIGHT  -        302.893 (meters)      993.74  (feet) COMP
 AB8511  MODELED GRAVITY -    980,685.9   (mgal)                       NAVD 88
 AB8511
 AB8511  VERT ORDER      -  SECOND    CLASS I
 AB8511
 AB8511  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8511  Standards:
 AB8511         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8511            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8511  -------------------------------------------------------------------
 AB8511  NETWORK    0.57   0.96           0.26   0.20   0.49      0.04326043
 AB8511  -------------------------------------------------------------------
 AB8511  Click here for local accuracies and other accuracy information.
 AB8511
 AB8511.The horizontal coordinates were established by GPS observations
 AB8511.and adjusted by the National Geodetic Survey in June 2012.
 AB8511
 AB8511.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8511.been affixed to the stable North American tectonic plate. See 
 AB8511.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8511
 AB8511.The horizontal coordinates are valid at the epoch date displayed above
 AB8511.which is a decimal equivalence of Year/Month/Day.
 AB8511
 AB8511.The orthometric height was determined by differential leveling and
 AB8511.adjusted by the WI DEPT OF TRANSP
 AB8511.in May 2012.
 AB8511
 AB8511.No vertical observational check was made to the station.
 AB8511
 AB8511.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8511.GEOID18 height accuracy estimate available here.
 AB8511
 AB8511.Click photographs - Photos may exist for this station.
 AB8511
 AB8511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8511
 AB8511.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8511
 AB8511.The ellipsoidal height was determined by GPS observations
 AB8511.and is referenced to NAD 83.
 AB8511
 AB8511.The dynamic height is computed by dividing the NAVD 88
 AB8511.geopotential number by the normal gravity value computed on the
 AB8511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8511.degrees latitude (g = 980.6199 gals.).
 AB8511
 AB8511.The modeled gravity was interpolated from observed gravity values.
 AB8511
 AB8511. The following values were computed from the NAD 83(2011) position.
 AB8511
 AB8511;                    North         East     Units Scale Factor Converg.
 AB8511;SPC WI N     -    89,698.835   422,936.321   MT  0.99995248   -1 38 51.9
 AB8511;SPC WI N     -   294,286.93  1,387,583.58   sFT  0.99995248   -1 38 51.9
 AB8511;UTM  15      - 5,088,831.277   555,476.993   MT  0.99963783   +0 30 52.2
 AB8511
 AB8511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8511!SPC WI N     -   0.99995669  x   0.99995248  =   0.99990918
 AB8511!UTM  15      -   0.99995669  x   0.99963783  =   0.99959454
 AB8511
 AB8511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5547688831(NAD 83)
 AB8511
 AB8511                          SUPERSEDED SURVEY CONTROL
 AB8511
 AB8511  NAD 83(2007)-  45 57 02.91680(N)    092 17 03.03269(W) AD(2002.00) 0
 AB8511  ELLIP H (02/10/07)  276.286  (m)                       GP(2002.00)    
 AB8511  NAD 83(1997)-  45 57 02.91679(N)    092 17 03.03330(W) AD(       ) 1
 AB8511  ELLIP H (01/30/03)  276.308  (m)                       GP(       ) 4 1
 AB8511  NAD 83(1991)-  45 57 02.91643(N)    092 17 03.03163(W) AD(       ) 1
 AB8511  ELLIP H (12/09/96)  276.343  (m)                       GP(       ) 4 1
 AB8511  NAVD 88             302.87   (m)          993.7    (f) LEVELING    3  
 AB8511  NAVD 88 (12/09/96)  302.9    (m)  GEOID93  model used  GPS OBS        
 AB8511
 AB8511.Superseded values are not recommended for survey control.
 AB8511
 AB8511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8511.See file dsdata.pdf to determine how the superseded data were derived.
 AB8511
 AB8511_MARKER: DD = SURVEY DISK
 AB8511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8511_STAMPING: BUSHEY GPS 167 1993
 AB8511_MARK LOGO: WI-013
 AB8511_PROJECTION: RECESSED 3 CENTIMETERS
 AB8511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8511+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2010
 AB8511
 AB8511  HISTORY     - Date     Condition        Report By
 AB8511  HISTORY     - 1993     MONUMENTED       WI-013
 AB8511  HISTORY     - 20100729 GOOD             WIDT
 AB8511
 AB8511                          STATION DESCRIPTION
 AB8511
 AB8511'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8511'THE STATION IS LOCATED 8.7 KM (5.40 MI) SOUTHEAST OF THE VILLAGE OF
 AB8511'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8511'INTERSECT) , 9.9 KM (6.15 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN
 AB8511'THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, SECTION 13, T40N,
 AB8511'R16W, TOWN OF OAKLAND.  TO REACH THE STATION FROM THE VILLAGE OF
 AB8511'WEBSTER (WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD FF MEET) GO
 AB8511'NORTH ALONG STATE TRUNK HIGHWAY 35 2.0 KM (1.25 MI) TO COUNTY ROAD A,
 AB8511'GO EAST ALONG COUNTY ROAD A 6.4 KM (3.95 MI) TO COUNTY ROAD T, GO
 AB8511'NORTH ALONG COUNTY ROAD T 5.4 KM (3.35 MI) TO THE STATION 24 FEET (7.3
 AB8511'M) WEST OF THE ROAD, 682 FEET (207.9 M) SOUTH OF COUNTY ROAD C
 AB8511'ADJACENT TO A FIELD.  FIBERGLASS WITNESS POST SET ALONG WEST SIDE OF
 AB8511'STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT
 AB8511'3 CM BELOW THE GROUND SURFACE.
 AB8511
 AB8511                          STATION RECOVERY (2010)
 AB8511
 AB8511'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AB8511'RECOVERED IN GOOD CONDITION.
 AB8511'
 AB8511'NOTE-FIBERGLASS WITNESS POST HAS BEEN REMOVED.  THE MARK IS 1 M (3.3
 AB8511'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9997 ***********************************************************************
 DF9997  DESIGNATION -  BUSSEYVILLE GPS
 DF9997  PID         -  DF9997
 DF9997  STATE/COUNTY-  WI/JEFFERSON
 DF9997  COUNTRY     -  US
 DF9997  USGS QUAD   -  BUSSEYVILLE (2018)
 DF9997
 DF9997                         *CURRENT SURVEY CONTROL
 DF9997  ______________________________________________________________________
 DF9997* NAD 83(2011) POSITION- 42 55 35.28824(N) 088 55 48.83263(W)   ADJUSTED
 DF9997* NAD 83(2011) ELLIP HT-   226.045 (meters)        (06/27/12)   ADJUSTED
 DF9997* NAD 83(2011) EPOCH   -  2010.00
 DF9997* NAVD 88 ORTHO HEIGHT -   260.293 (meters)      853.98  (feet) ADJUSTED
 DF9997  ______________________________________________________________________
 DF9997  GEOID HEIGHT    -        -34.245 (meters)                     GEOID18
 DF9997  NAD 83(2011) X  -     87,331.938 (meters)                     COMP
 DF9997  NAD 83(2011) Y  - -4,676,870.729 (meters)                     COMP
 DF9997  NAD 83(2011) Z  -  4,321,677.918 (meters)                     COMP
 DF9997  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 DF9997  DYNAMIC HEIGHT  -        260.223 (meters)      853.75  (feet) COMP
 DF9997  MODELED GRAVITY -    980,345.5   (mgal)                       NAVD 88
 DF9997
 DF9997  VERT ORDER      -  SECOND    CLASS I
 DF9997
 DF9997  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9997  Standards:
 DF9997         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9997            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9997  -------------------------------------------------------------------
 DF9997  NETWORK    0.26   0.31           0.12   0.09   0.16      0.02440336
 DF9997  -------------------------------------------------------------------
 DF9997  Click here for local accuracies and other accuracy information.
 DF9997
 DF9997.The horizontal coordinates were established by GPS observations
 DF9997.and adjusted by the National Geodetic Survey in June 2012.
 DF9997
 DF9997.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9997.been affixed to the stable North American tectonic plate. See 
 DF9997.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9997
 DF9997.The horizontal coordinates are valid at the epoch date displayed above
 DF9997.which is a decimal equivalence of Year/Month/Day.
 DF9997
 DF9997.The orthometric height was determined by differential leveling and
 DF9997.adjusted by the WI DEPT OF TRANSP
 DF9997.in May 2012.
 DF9997
 DF9997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9997.GEOID18 height accuracy estimate available here.
 DF9997
 DF9997.Click photographs - Photos may exist for this station.
 DF9997
 DF9997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9997
 DF9997.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9997
 DF9997.The ellipsoidal height was determined by GPS observations
 DF9997.and is referenced to NAD 83.
 DF9997
 DF9997.The dynamic height is computed by dividing the NAVD 88
 DF9997.geopotential number by the normal gravity value computed on the
 DF9997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9997.degrees latitude (g = 980.6199 gals.).
 DF9997
 DF9997.The modeled gravity was interpolated from observed gravity values.
 DF9997
 DF9997. The following values were computed from the NAD 83(2011) position.
 DF9997
 DF9997;                    North         East     Units Scale Factor Converg.
 DF9997;SPC WI S     -   103,482.295   687,328.615   MT  0.99996667   +0 44 06.1
 DF9997;SPC WI S     -   339,508.16  2,255,010.63   sFT  0.99996667   +0 44 06.1
 DF9997;UTM  16      - 4,754,456.783   342,480.344   MT  0.99990525   -1 18 53.5
 DF9997
 DF9997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9997!SPC WI S     -   0.99996455  x   0.99996667  =   0.99993122
 DF9997!UTM  16      -   0.99996455  x   0.99990525  =   0.99986981
 DF9997
 DF9997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4248054456(NAD 83)
 DF9997
 DF9997                          SUPERSEDED SURVEY CONTROL
 DF9997
 DF9997  NAD 83(2007)-  42 55 35.28825(N)    088 55 48.83342(W) AD(2002.00) 0
 DF9997  ELLIP H (02/10/07)  226.075  (m)                       GP(2002.00)    
 DF9997  NAD 83(1997)-  42 55 35.28814(N)    088 55 48.83372(W) AD(       ) 1
 DF9997  ELLIP H (04/02/04)  226.077  (m)                       GP(       ) 4 1
 DF9997  NAVD 88             260.27   (m)          853.9    (f) LEVELING    3  
 DF9997  NAVD 88 (04/20/07)  260.272  (m)          853.91   (f) SUPERSEDED  2 1
 DF9997  NAVD 88             260.25   (m)          853.8    (f) LEVELING    3  
 DF9997  NAVD 88 (02/25/04)  260.245  (m)          853.82   (f) SUPERSEDED  2 1
 DF9997
 DF9997.Superseded values are not recommended for survey control.
 DF9997
 DF9997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9997.See file dsdata.pdf to determine how the superseded data were derived.
 DF9997
 DF9997_MARKER: DD = SURVEY DISK
 DF9997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9997_STAMPING: BUSSEYVILLE GPS 1992
 DF9997_MARK LOGO: WI-055
 DF9997_PROJECTION: FLUSH
 DF9997_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9997+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DF9997
 DF9997  HISTORY     - Date     Condition        Report By
 DF9997  HISTORY     - 1992     MONUMENTED       WI-055
 DF9997  HISTORY     - 2001     GOOD             WIDT
 DF9997  HISTORY     - 20060410 GOOD             WIDT
 DF9997  HISTORY     - 20080530 GOOD             WIDT
 DF9997
 DF9997                          STATION DESCRIPTION
 DF9997
 DF9997'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9997'THE STATION IS LOCATED ABOUT 19 KM NORTHWEST OF WHITEWATER, 14 KM
 DF9997'SOUTHEAST OF CAMBRIDGE, AND 7 KM WEST OF FT ATKINSON.
 DF9997'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9997'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 106
 DF9997'ABOUT 4 KM EAST OF THE CITY OF FT ATKINSON, GO WEST ON STATE HIGHWAY
 DF9997'106 FOR 4.3 KM TO POUTCH ROAD ON THE LEFT, CONTINUE WEST ON STATE
 DF9997'HIGHWAY 106 FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS
 DF9997'BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP
 DF9997'OF A 30-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT
 DF9997'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.6 M SOUTH OF THE
 DF9997'CENTERLINE OF STATE HIGHWAY 106, 71 M WEST OF PRIVATE ENTRANCE
 DF9997'--W8003--, 25.7 M SOUTHEAST OF TELEPHONE POLE --E53-6179--, AND 1 M
 DF9997'NORTH OF A CULTIVATED FIELD. ---NOTE---THE STATION IS EAST, WEST AND
 DF9997'SOUTH OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9997'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9997'ABOVE THE HORIZON.
 DF9997
 DF9997                          STATION RECOVERY (2006)
 DF9997
 DF9997'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DF9997'RECOVERED IN GOOD CONDITION.
 DF9997
 DF9997                          STATION RECOVERY (2008)
 DF9997
 DF9997'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DF9997'RECOVERED IN GOOD CONDITION.  REPLACED THREE BROKEN GUARD POSTS.  THE
 DF9997'STATION IS 1.0 M EAST, 1.0 M WEST, AND 1.0 M SOUTH OF THREE 4X4 ORANGE
 DF9997'PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9996 ***********************************************************************
 DF9996  DESIGNATION -  BUSSEYVILLE GPS AZ MK
 DF9996  PID         -  DF9996
 DF9996  STATE/COUNTY-  WI/JEFFERSON
 DF9996  COUNTRY     -  US
 DF9996  USGS QUAD   -  BUSSEYVILLE (2018)
 DF9996
 DF9996                         *CURRENT SURVEY CONTROL
 DF9996  ______________________________________________________________________
 DF9996* NAD 83(1986) POSITION- 42 55 35.8    (N) 088 55 28.4    (W)   HD_HELD2
 DF9996* NAVD 88 ORTHO HEIGHT -   277.894 (meters)      911.72  (feet) ADJUSTED
 DF9996  ______________________________________________________________________
 DF9996  GEOID HEIGHT    -        -34.245 (meters)                     GEOID18
 DF9996  DYNAMIC HEIGHT  -        277.820 (meters)      911.48  (feet) COMP
 DF9996  MODELED GRAVITY -    980,345.9   (mgal)                       NAVD 88
 DF9996
 DF9996  VERT ORDER      -  SECOND    CLASS I
 DF9996
 DF9996.The horizontal coordinates were established by autonomous hand held GPS
 DF9996.observations and have an estimated accuracy of +/- 10 meters.
 DF9996
 DF9996.The orthometric height was determined by differential leveling and
 DF9996.adjusted by the WI DEPT OF TRANSP
 DF9996.in May 2012.
 DF9996
 DF9996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9996.GEOID18 height accuracy estimate available here.
 DF9996
 DF9996.Click photographs - Photos may exist for this station.
 DF9996
 DF9996.The dynamic height is computed by dividing the NAVD 88
 DF9996.geopotential number by the normal gravity value computed on the
 DF9996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9996.degrees latitude (g = 980.6199 gals.).
 DF9996
 DF9996.The modeled gravity was interpolated from observed gravity values.
 DF9996
 DF9996;                    North         East    Units  Estimated Accuracy
 DF9996;SPC WI S     -   103,504.      687,792.      MT  (+/- 10 meters HH2 GPS)
 DF9996
 DF9996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4294354461(NAD 83)
 DF9996
 DF9996                          SUPERSEDED SURVEY CONTROL
 DF9996
 DF9996  NAVD 88 (04/20/07)  277.873  (m)          911.66   (f) SUPERSEDED  2 1
 DF9996  NAVD 88 (02/25/04)  277.846  (m)          911.57   (f) SUPERSEDED  2 1
 DF9996
 DF9996.Superseded values are not recommended for survey control.
 DF9996
 DF9996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9996.See file dsdata.pdf to determine how the superseded data were derived.
 DF9996
 DF9996_MARKER: DZ = AZIMUTH MARK DISK
 DF9996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9996_STAMPING: BUSSEYVILLE GPS 1992
 DF9996_MARK LOGO: WI-055
 DF9996_PROJECTION: FLUSH
 DF9996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9996+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 DF9996
 DF9996  HISTORY     - Date     Condition        Report By
 DF9996  HISTORY     - 1992     MONUMENTED       WI-055
 DF9996  HISTORY     - 2001     GOOD             WIDT
 DF9996  HISTORY     - 20060927 GOOD             WIDT
 DF9996
 DF9996                          STATION DESCRIPTION
 DF9996
 DF9996'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9996'THE STATION IS LOCATED ABOUT 28 KM NORTH-NORTHWEST OF JANESVILLE, 19
 DF9996'KM NORTHWEST OF WHITEWATER AND 7 KM WEST OF FT ATKINSON.
 DF9996'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9996'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 106
 DF9996'ABOUT 4 KM EAST OF THE CITY OF FT ATKINSON, GO WEST ON STATE HIGHWAY
 DF9996'106 FOR 3.4 KM TO SCHWEMMER ROAD ON THE RIGHT, CONTINUE WEST ON STATE
 DF9996'HIGHWAY 106 FOR 0.8 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9996'BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER AZIMUTH MARK DISK SET
 DF9996'IN THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M
 DF9996'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.5 M
 DF9996'NORTH OF THE CENTERLINE OF STATE HIGHWAY 106, 72 M EAST OF THE
 DF9996'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W7923--, 33.0 M
 DF9996'WEST-SOUTHWEST OF A WOOD POST FOR A --WARNING NO TRESPASSING-- SIGN,
 DF9996'AND 31.1 M NORTHEAST OF A WOOD POST FOR A --DEER CROSSING-- CAUTION
 DF9996'SIGN.  ---NOTE---THE STATION IS 0.3 M SOUTH OF A WHITE PLASTIC
 DF9996'WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9996'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT TREES FROM
 DF9996'THE NORTH-NORTHWEST TO THE NORTH-NORTHEAST EXTENDING TO 39 DEGREES
 DF9996'AND TREES FROM THE SOUTHEAST TO THE SOUTHWEST EXTENDING TO 24
 DF9996'DEGREES.
 DF9996
 DF9996                          STATION RECOVERY (2006)
 DF9996
 DF9996'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9996'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.17 MILE EAST OF
 DF9996'POUTSCH ROAD AND 0.3 M SOUTH, 1.0 M EAST, AND 1.0 M WEST OF THREE
 DF9996'WHITE PLASTIC WITNESS POSTS.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DF9996'STATION ARE TREES IN THE NORTH QUADRANTS EXTENDING TO 40 DEGREES AND
 DF9996'TREES IN THE SOUTH QUADRANTS EXTENDING TO 30 DEGREES ABOVE THE
 DF9996'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1198 ***********************************************************************
 PN1198  DESIGNATION -  BUTALLA
 PN1198  PID         -  PN1198
 PN1198  STATE/COUNTY-  WI/MARATHON
 PN1198  COUNTRY     -  US
 PN1198  USGS QUAD   -  MARATHON (2018)
 PN1198
 PN1198                         *CURRENT SURVEY CONTROL
 PN1198  ______________________________________________________________________
 PN1198* NAD 83(1991) POSITION- 44 53 39.42338(N) 089 50 43.06590(W)   ADJUSTED
 PN1198* NAVD 88 ORTHO HEIGHT -   436.666 (meters)     1432.63  (feet) ADJUSTED
 PN1198  ______________________________________________________________________
 PN1198  GEOID HEIGHT    -        -34.249 (meters)                     GEOID18
 PN1198  LAPLACE CORR    -         -7.31  (seconds)                    DEFLEC18
 PN1198  DYNAMIC HEIGHT  -        436.600 (meters)     1432.41  (feet) COMP
 PN1198  MODELED GRAVITY -    980,453.4   (mgal)                       NAVD 88
 PN1198
 PN1198  HORZ ORDER      -  SECOND
 PN1198  VERT ORDER      -  SECOND    CLASS I
 PN1198
 PN1198.The horizontal coordinates were established by classical geodetic methods
 PN1198.and adjusted by the National Geodetic Survey in November 1991.
 PN1198
 PN1198.The orthometric height was determined by differential leveling and
 PN1198.adjusted by the WI DEPT OF TRANSP
 PN1198.in May 2012.
 PN1198
 PN1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1198.GEOID18 height accuracy estimate available here.
 PN1198
 PN1198.Click photographs - Photos may exist for this station.
 PN1198
 PN1198.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1198
 PN1198.The dynamic height is computed by dividing the NAVD 88
 PN1198.geopotential number by the normal gravity value computed on the
 PN1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN1198.degrees latitude (g = 980.6199 gals.).
 PN1198
 PN1198.The modeled gravity was interpolated from observed gravity values.
 PN1198
 PN1198. The following values were computed from the NAD 83(1991) position.
 PN1198
 PN1198;                    North         East     Units Scale Factor Converg.
 PN1198;SPC WI C     -   117,903.173   612,219.593   MT  0.99994075   +0 06 33.0
 PN1198;SPC WI C     -   386,820.66  2,008,590.45   sFT  0.99994075   +0 06 33.0
 PN1198;UTM  16      - 4,975,145.714   275,334.691   MT  1.00022071   -2 00 32.6
 PN1198
 PN1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1198!SPC WI C     -   0.99993691  x   0.99994075  =   0.99987766
 PN1198!UTM  16      -   0.99993691  x   1.00022071  =   1.00015761
 PN1198
 PN1198:                Primary Azimuth Mark                     Grid Az
 PN1198:SPC WI C     -  MARATHON CITY TANK                       001 34 00.6
 PN1198:UTM  16      -  MARATHON CITY TANK                       003 41 06.2
 PN1198
 PN1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7533475145(NAD 83)
 PN1198
 PN1198|---------------------------------------------------------------------|
 PN1198| PID    Reference Object                     Distance      Geod. Az  |
 PN1198|                                                           dddmmss.s |
 PN1198| PN1194 MARATHON CITY TANK                  APPROX. 3.2 KM 0014033.6 |
 PN1198| PN1168 RIB MTN TV WSAU WAOW MAST           APPROX.12.5 KM 0762143.6 |
 PN1198| CJ4368 BUTALLA RM 1                         39.609 METERS 08935     |
 PN1198| CJ4369 BUTALLA RM 2                         34.202 METERS 35745     |
 PN1198|---------------------------------------------------------------------|
 PN1198
 PN1198                          SUPERSEDED SURVEY CONTROL
 PN1198
 PN1198  NAD 83(1986)-  44 53 39.42188(N)    089 50 43.07216(W) AD(       ) 2
 PN1198  NAD 27      -  44 53 39.53762(N)    089 50 42.61674(W) AD(       ) 2
 PN1198  NAVD 88 (07/08/08)  436.648  (m)         1432.57   (f) SUPERSEDED  2 1
 PN1198  NGVD 29 (07/19/86)  436.4    (m)         1432.     (f) VERT ANG       
 PN1198
 PN1198.Superseded values are not recommended for survey control.
 PN1198
 PN1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1198.See file dsdata.pdf to determine how the superseded data were derived.
 PN1198
 PN1198_MARKER: DD = SURVEY DISK
 PN1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1198_STAMPING: BUTALLA 1979
 PN1198_MARK LOGO: WIDT
 PN1198_PROJECTION: PROJECTING 10 CENTIMETERS
 PN1198_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1198+STABILITY: SURFACE MOTION
 PN1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN1198+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 PN1198
 PN1198  HISTORY     - Date     Condition        Report By
 PN1198  HISTORY     - 1979     MONUMENTED       WIDT
 PN1198  HISTORY     - 19991017 GOOD             USPSQD
 PN1198  HISTORY     - 20050924 GOOD             USPSQD
 PN1198  HISTORY     - 20060710 GOOD             WIDT
 PN1198  HISTORY     - 20061014 GOOD             USPSQD
 PN1198  HISTORY     - 20110622 GOOD             WIDT
 PN1198
 PN1198                          STATION DESCRIPTION
 PN1198
 PN1198'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1198'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF MOSINEE, 6 MILES
 PN1198'EAST SOUTHEAST OF EDGAR, AND 2 MILES SOUTH OF MARATHON CITY ALONG
 PN1198'STH 107.
 PN1198'
 PN1198'TO REACH THE STATION FROM THE US POST OFFICE ON STH 107 IN THE CENTER
 PN1198'OF MARATHON CITY GO SOUTH ON STH 107 FOR 2.7 MILES TO STATION ON WEST
 PN1198'SIDE OF STH 107.  THE STATION IS ON STATE HIGHWAY RIGHT OF WAY
 PN1198'OPPOSITE A FENCE LINE TO THE WEST.
 PN1198'
 PN1198'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BUTALLA 1979---.
 PN1198'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1198'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 49 FEET WEST
 PN1198'OF THE CENTER OF STH 107, 11.0 FEET NORTHEAST OF A TELEPHONE CABLE
 PN1198'WARNING SIGN POST, AND 2.1 FEET EAST OF A METAL WITNESS POST.  THE
 PN1198'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET
 PN1198'BELOW GROUND.
 PN1198'
 PN1198'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---BUTALLA RM 1
 PN1198'1979---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1198'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 132 FEET EAST OF A METAL
 PN1198'WITNESS POST, 81 FEET EAST OF THE CENTER OF STH 107, 36.5 FEET
 PN1198'NORTHWEST OF A 12 INCH RED OAK TREE, AND 2 FEET WEST OF A TELEPHONE
 PN1198'POLE---NUMBER 2806-1961---.
 PN1198'
 PN1198'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---BUTALLA RM 2
 PN1198'1979---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1198'PROJECTS 5 INCES ABOVE GROUND.  IT IS 114 FEET NORTH OF A METAL
 PN1198'WITNESS POST, 104 FEET SOUTH OF A TELEPHONE PEDESTAL, 53.5 FEET WEST
 PN1198'OF THE CENTER OF STH 107, AND 2 FEET EAST OF A TELEPHONE POLE.
 PN1198'
 PN1198'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.65 METERS.
 PN1198
 PN1198                          STATION RECOVERY (1999)
 PN1198
 PN1198'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN1198'RECOVERED IN GOOD CONDITION.
 PN1198
 PN1198                          STATION RECOVERY (2005)
 PN1198
 PN1198'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1198'UTILITY POLE IS NOW NUMBER 2806194 FOR REFERENCE MARK 1. TELEPHONE
 PN1198'CABLE WARNING SIGN POST IS GONE
 PN1198
 PN1198                          STATION RECOVERY (2006)
 PN1198
 PN1198'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PN1198'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107 WITH
 PN1198'COUNTY HIGHWAY N ABOUT 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF MARATHON
 PN1198'CITY, GO SOUTH ON STATE HIGHWAY 107 FOR 0.5 MI (0.8 KM) TO THE STATION
 PN1198'ON THE RIGHT.  THE STATION IS A STANDARD WISCONSIN DEPARTMENT OF
 PN1198'TRANSPORTATION DISK --BUTALLA 1979-- SET IN THE TOP OF A 30-CM (12
 PN1198'INCH) DIAMETER CONCRETE POST SET, LOCATED WITHIN THE RIGHT-OF-WAY
 PN1198'ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 16.0 M
 PN1198'(52.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 107 AND 0.7 M (2.3
 PN1198'FT) EAST OF A METAL WITNESS POST WITH A WHITE PLAQUE.
 PN1198'
 PN1198'THE REFERENCE MARKS --BUTALLA REFERENCE MARK 1 AND BUTALLA REFERENCE
 PN1198'MARK 2-- WERE NOT SEARCHED FOR AT THIS TIME.
 PN1198
 PN1198                          STATION RECOVERY (2006)
 PN1198
 PN1198'RECOVERY NOTE BY US POWER SQUADRON 2006
 PN1198'FOR REFERENCE MARK 1 POLE NUMBER IS NOW 2806-1921
 PN1198
 PN1198                          STATION RECOVERY (2011)
 PN1198
 PN1198'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 PN1198'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5042 ***********************************************************************
 DK5042  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5042  DESIGNATION -  BUTLER E GPS
 DK5042  PID         -  DK5042
 DK5042  STATE/COUNTY-  WI/CLARK
 DK5042  COUNTRY     -  US
 DK5042  USGS QUAD   -  MEAD LAKE WEST (2018)
 DK5042
 DK5042                         *CURRENT SURVEY CONTROL
 DK5042  ______________________________________________________________________
 DK5042* NAD 83(2011) POSITION- 44 47 51.62061(N) 090 50 28.61361(W)   ADJUSTED
 DK5042* NAD 83(2011) ELLIP HT-   299.232 (meters)        (06/27/12)   ADJUSTED
 DK5042* NAD 83(2011) EPOCH   -  2010.00
 DK5042* NAVD 88 ORTHO HEIGHT -   331.27  (meters)     1086.8   (feet) GPS OBS
 DK5042  ______________________________________________________________________
 DK5042  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5042  GEOID HEIGHT    -        -32.035 (meters)                     GEOID12A
 DK5042  GEOID HEIGHT    -        -32.033 (meters)                     GEOID18
 DK5042  NAD 83(2011) X  -    -66,566.149 (meters)                     COMP
 DK5042  NAD 83(2011) Y  - -4,533,185.432 (meters)                     COMP
 DK5042  NAD 83(2011) Z  -  4,471,632.178 (meters)                     COMP
 DK5042  LAPLACE CORR    -         -5.60  (seconds)                    DEFLEC18
 DK5042
 DK5042  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5042  Standards:
 DK5042         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5042            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5042  -------------------------------------------------------------------
 DK5042  NETWORK    0.43   0.39           0.19   0.16   0.20      0.04289335
 DK5042  -------------------------------------------------------------------
 DK5042  Click here for local accuracies and other accuracy information.
 DK5042
 DK5042.The horizontal coordinates were established by GPS observations
 DK5042.and adjusted by the National Geodetic Survey in June 2012.
 DK5042
 DK5042.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5042.been affixed to the stable North American tectonic plate. See 
 DK5042.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5042
 DK5042.The horizontal coordinates are valid at the epoch date displayed above
 DK5042.which is a decimal equivalence of Year/Month/Day.
 DK5042
 DK5042.The orthometric height was determined by GPS observations and a
 DK5042.high-resolution geoid model using precise GPS observation and
 DK5042.processing techniques.
 DK5042
 DK5042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5042.GEOID18 height accuracy estimate available here.
 DK5042
 DK5042.Click photographs - Photos may exist for this station.
 DK5042
 DK5042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5042
 DK5042.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5042
 DK5042.The ellipsoidal height was determined by GPS observations
 DK5042.and is referenced to NAD 83.
 DK5042
 DK5042. The following values were computed from the NAD 83(2011) position.
 DK5042
 DK5042;                    North         East     Units Scale Factor Converg.
 DK5042;SPC WI C     -   107,500.596   533,439.652   MT  0.99994164   -0 35 36.9
 DK5042;SPC WI C     -   352,691.54  1,750,126.59   sFT  0.99994164   -0 35 36.9
 DK5042;UTM  15      - 4,962,741.621   670,738.105   MT  0.99995848   +1 31 17.1
 DK5042
 DK5042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5042!SPC WI C     -   0.99995309  x   0.99994164  =   0.99989473
 DK5042!UTM  15      -   0.99995309  x   0.99995848  =   0.99991157
 DK5042
 DK5042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7073862741(NAD 83)
 DK5042
 DK5042                          SUPERSEDED SURVEY CONTROL
 DK5042
 DK5042  ELLIP H (01/19/10)  299.260  (m)                       GP(       ) 3 1
 DK5042  NAD 83(2007)-  44 47 51.62070(N)    090 50 28.61440(W) AD(2002.00) 1
 DK5042  ELLIP H (07/29/08)  299.259  (m)                       GP(2002.00) 3 1
 DK5042  NAVD 88 (07/29/08)  331.26   (m)  GEOID03  model used  GPS OBS        
 DK5042
 DK5042.Superseded values are not recommended for survey control.
 DK5042
 DK5042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5042.See file dsdata.pdf to determine how the superseded data were derived.
 DK5042
 DK5042_MARKER: DD = SURVEY DISK
 DK5042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5042_STAMPING: BUTLER E GPS 2005
 DK5042_MARK LOGO: WIDT
 DK5042_PROJECTION: FLUSH
 DK5042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5042+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2011
 DK5042
 DK5042  HISTORY     - Date     Condition        Report By
 DK5042  HISTORY     - 2004     MONUMENTED       WIDT
 DK5042  HISTORY     - 20061129 GOOD             WIDT
 DK5042  HISTORY     - 20110815 GOOD             WIDT
 DK5042
 DK5042                          STATION DESCRIPTION
 DK5042
 DK5042'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5042'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY M WITH COUNTY
 DK5042'HIGHWAY MM TO THE WEST AND KINGTON ROAD TO THE EAST ABOUT 9 MI (14.5
 DK5042'KM) SOUTH OF THE CITY OF THORP, GO SOUTH ON COUNTY HIGHWAY M FOR 2.0
 DK5042'MI (3.2 KM) TO 153 ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON 153
 DK5042'ROAD FOR 2.0 MI (3.2 KM) TO DICKERSON AVENUE, TURN LEFT AND GO SOUTH
 DK5042'ON DICKERSON AVENUE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DK5042'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DK5042'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DK5042'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DK5042'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.7 M
 DK5042'(28.5 FT) WEST OF THE CENTERLINE OF DICKERSON AVENUE, 43.9 M (144.0
 DK5042'FT) SOUTHWEST OF A POWER POLE, 16.8 M (55.1 FT) WEST OF A TELEPHONE
 DK5042'PEDESTAL --BTLR 71004--, 1.0 M (3.3 FT) SOUTHWEST AND NORTHWEST OF AN
 DK5042'ORANGE 4X4 PLASTIC WITNESS POST, AND 0.7 M (2.3 FT) EAST OF A 7-FT
 DK5042'WOOD POST ATTACHED TO A WIRE FENCE.  ---NOTE---THIS STATION HAS NO
 DK5042'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DK5042'HORIZON EXCEPT FOR THE REFERENCED 7-FT WOOD POST TO THE WEST THAT
 DK5042'EXTENDS TO 35 DEGREES ABOVE THE HORIZON.
 DK5042
 DK5042                          STATION RECOVERY (2011)
 DK5042
 DK5042'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1213 ***********************************************************************
 PN1213  DESIGNATION -  BUTSON
 PN1213  PID         -  PN1213
 PN1213  STATE/COUNTY-  WI/MARATHON
 PN1213  COUNTRY     -  US
 PN1213  USGS QUAD   -  DANCY (2018)
 PN1213
 PN1213                         *CURRENT SURVEY CONTROL
 PN1213  ______________________________________________________________________
 PN1213* NAD 83(1991) POSITION- 44 42 50.35822(N) 089 39 34.61542(W)   ADJUSTED
 PN1213* NAVD 88 ORTHO HEIGHT -   352.782 (meters)     1157.42  (feet) ADJUSTED
 PN1213  ______________________________________________________________________
 PN1213  GEOID HEIGHT    -        -35.305 (meters)                     GEOID18
 PN1213  LAPLACE CORR    -         -6.15  (seconds)                    DEFLEC18
 PN1213  DYNAMIC HEIGHT  -        352.720 (meters)     1157.22  (feet) COMP
 PN1213  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 PN1213
 PN1213  HORZ ORDER      -  SECOND
 PN1213  VERT ORDER      -  SECOND    CLASS I
 PN1213
 PN1213.The horizontal coordinates were established by classical geodetic methods
 PN1213.and adjusted by the National Geodetic Survey in November 1991.
 PN1213
 PN1213.The orthometric height was determined by differential leveling and
 PN1213.adjusted by the WI DEPT OF TRANSP
 PN1213.in May 2012.
 PN1213
 PN1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1213.GEOID18 height accuracy estimate available here.
 PN1213
 PN1213.Click photographs - Photos may exist for this station.
 PN1213
 PN1213.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1213
 PN1213.The dynamic height is computed by dividing the NAVD 88
 PN1213.geopotential number by the normal gravity value computed on the
 PN1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN1213.degrees latitude (g = 980.6199 gals.).
 PN1213
 PN1213.The modeled gravity was interpolated from observed gravity values.
 PN1213
 PN1213. The following values were computed from the NAD 83(1991) position.
 PN1213
 PN1213;                    North         East     Units Scale Factor Converg.
 PN1213;SPC WI C     -    97,913.311   626,969.863   MT  0.99994469   +0 14 24.6
 PN1213;SPC WI C     -   321,237.25  2,056,983.63   sFT  0.99994469   +0 14 24.6
 PN1213;UTM  16      - 4,954,620.145   289,340.529   MT  1.00014574   -1 52 18.9
 PN1213
 PN1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1213!SPC WI C     -   0.99995022  x   0.99994469  =   0.99989492
 PN1213!UTM  16      -   0.99995022  x   1.00014574  =   1.00009596
 PN1213
 PN1213:                Primary Azimuth Mark                     Grid Az
 PN1213:SPC WI C     -  ST FRANCIS XAVIER CHURCH SPIRE           268 21 43.0
 PN1213:UTM  16      -  ST FRANCIS XAVIER CHURCH SPIRE           270 28 26.5
 PN1213
 PN1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8934054620(NAD 83)
 PN1213
 PN1213|---------------------------------------------------------------------|
 PN1213| PID    Reference Object                     Distance      Geod. Az  |
 PN1213|                                                           dddmmss.s |
 PN1213| PN1214 BUTSON RM 1                          18.476 METERS 14814     |
 PN1213| PN1215 BUTSON RM 2                           7.201 METERS 25040     |
 PN1213| CR9804 ST FRANCIS XAVIER CHURCH SPIRE                     2683607.6 |
 PN1213|---------------------------------------------------------------------|
 PN1213
 PN1213                          SUPERSEDED SURVEY CONTROL
 PN1213
 PN1213  NAD 83(1986)-  44 42 50.35744(N)    089 39 34.62322(W) AD(       ) 2
 PN1213  NAVD 88 (07/08/08)  352.760  (m)         1157.35   (f) SUPERSEDED  2 1
 PN1213  NGVD 29 (01/12/90)  353.3    (m)         1159.     (f) VERT ANG       
 PN1213
 PN1213.Superseded values are not recommended for survey control.
 PN1213
 PN1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1213.See file dsdata.pdf to determine how the superseded data were derived.
 PN1213
 PN1213_MARKER: DE = TRAVERSE STATION DISK
 PN1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1213_STAMPING: BUTSON 1980
 PN1213_MARK LOGO: WIHD
 PN1213_PROJECTION: RECESSED 20 CENTIMETERS
 PN1213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1213+STABILITY: SURFACE MOTION
 PN1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1213+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2011
 PN1213
 PN1213  HISTORY     - Date     Condition        Report By
 PN1213  HISTORY     - 1980     MONUMENTED       WIDT
 PN1213  HISTORY     - 19950422 GOOD             USPSQD
 PN1213  HISTORY     - 20060606 GOOD             WIDT
 PN1213  HISTORY     - 20110614 GOOD             WIDT
 PN1213
 PN1213                          STATION DESCRIPTION
 PN1213
 PN1213'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1213'THE STATION IS LOCATED ABOUT 14 MILES NORTH NORTHWEST OF STEVENS POINT
 PN1213'AND 5.5 MILES SOUTH SOUTHEAST OF MOSINEE NEAR THE NORTHEAST CORNER OF
 PN1213'THE CTH C STRUCTURE OVER USH 51.
 PN1213'
 PN1213'TO REACH THE STATION FROM THE JUNCTION OF USH 51 AND STH 66 AT THE
 PN1213'NORTHEAST EDGE OF STEVENS POINT, GO NORTH ON USH 51 FOR 5.5 MILES TO
 PN1213'JUNCTION WITH CTH X OVER USH 51.  CONTINUE NORTH ON USH 51 FOR 5.76
 PN1213'MILES TO JUNCTION WITH CTH DB OVER USH 51.  CONTINUE NORTH ON USH 51
 PN1213'FOR 2.74 MILES TO JUNCTION WITH CTH C OVER USH 51.  PACK UP BACKSLOPE
 PN1213'TO STATION NEAR THE NORTHEAST CORNER OF CTH C STRUCTURE.
 PN1213'
 PN1213'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---BUTSON 1980---.
 PN1213'THE SURFACE DISK IS SET IN THE TOP OF A 14 INCH CYLINDRICAL CONCRETE
 PN1213'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 29 FEET EAST OF
 PN1213'THE RIGHT OF WAY FENCE, 27.5 FEET NORTH OF THE CENTER OF CTH C, 9.5
 PN1213'FEET NORTHEAST OF THE EAST END OF THE NORTH BRIDGE RAIL, AND 2.5 FEET
 PN1213'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 PN1213'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1213'
 PN1213'REFERENCE MARK 1 IS A STANDARD WIDT DISK
 PN1213'STAMPED---BUTSON RM 1 1980---, SET IN
 PN1213'THE TOP OF A 14 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1213'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 24 FEET SOUTH OF THE CENTER
 PN1213'OF CTH C, 16 FEET SOUTHEAST OF THE EAST END OF THE SOUTH BRIDGE RAIL,
 PN1213'4 FEET SOUTH OF THE BEAMGUARD, 1.5 FEET SOUTH OF A METAL WITNESS POST
 PN1213'AND 2 FEET HIGHER THAN THE STATION.
 PN1213'
 PN1213'REFERENCE MARK 2 IS A STANDARD WIDT DISK
 PN1213'STAMPED---BUTSON RM 2 1980---, CEMENTED IN
 PN1213'A DRILLED HOLE IN THE TOP OF THE NORTH BRIDGE RAIL NEAR
 PN1213'THE EAST END OF THE RAIL.  IT IS 24 FEET SOUTHWEST OF A METAL WITNESS
 PN1213'POST, 20 FEET NORTH OF THE CENTER OF CTH C, 16 FEET WEST OF THE EAST
 PN1213'END OF THE NORTH BRIDGE RAIL, 5.5 FEET WEST OF THE RIGHT OF WAY FENCE
 PN1213'LINE, AND 4.5 FEET HIGHER THAN THE STATION.
 PN1213'
 PN1213'THE STATION, SAINT FRANCIS XAVIER CHURCH SPIRE, IS THE BASE OF THE
 PN1213'CROSS ON THE HIGHEST OF TWO SPIRES ON ST FRANCIS XAVIER CHURCH.  THE
 PN1213'CHURCH IS LOCATED ABOUT 1 MILE WEST OF STATION BUTSON WIDT ALONG CTH
 PN1213'C AND ABOUT 300 FEET WEST OF THE INTERSECTION OF CTH C AND USH 51.
 PN1213'THIS LANDMARK STATION IS NOT TO BE POSITIONED BUT IS TO BE USED FOR
 PN1213'AZIMUTH CONTROL AT STATION BUTSON WIDT.  NO OTHER AZIMUTH MARK WAS
 PN1213'SET.
 PN1213'
 PN1213'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.44 METERS.
 PN1213
 PN1213                          STATION RECOVERY (1995)
 PN1213
 PN1213'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1213'RECOVERED IN GOOD CONDITION.
 PN1213
 PN1213                          STATION RECOVERY (2006)
 PN1213
 PN1213'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PN1213'THE STATION --BUTSON-- WAS RECOVERED IN GOOD CONDITION, RECESSED
 PN1213'APPROXIMATELY 20-CM BELOW THE SURFACE.
 PN1213'
 PN1213'BUTSON REFERENCE MARK 1 APPEARS TO BE BURIED WITH FILL, BUT WAS NOT
 PN1213'SEARCHED FOR AT THIS TIME.
 PN1213'
 PN1213'BUTSON REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 PN1213
 PN1213                          STATION RECOVERY (2011)
 PN1213
 PN1213'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 PN1213'RECOVERED IN GOOD CONDITION
 PN1213'
 PN1213'MONUMENT IS 0.5 M (1.5 FT) NORTH OF AN ORANGE FIBERGLASS WITNESS POST
 PN1213'AND  0.3 M (1.0 FT)  SOUTH OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0970 ***********************************************************************
 PN0970  DESIGNATION -  BUTTE
 PN0970  PID         -  PN0970
 PN0970  STATE/COUNTY-  WI/WINNEBAGO
 PN0970  COUNTRY     -  US
 PN0970  USGS QUAD   -  OMRO (2018)
 PN0970
 PN0970                         *CURRENT SURVEY CONTROL
 PN0970  ______________________________________________________________________
 PN0970* NAD 83(1991) POSITION- 44 01 58.75778(N) 088 39 26.53817(W)   ADJUSTED
 PN0970* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 PN0970  ______________________________________________________________________
 PN0970  GEOID HEIGHT    -        -36.371 (meters)                     GEOID18
 PN0970  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 PN0970  HORZ ORDER      -  SECOND
 PN0970
 PN0970.The horizontal coordinates were established by classical geodetic methods
 PN0970.and adjusted by the National Geodetic Survey in November 1991.
 PN0970
 PN0970.The orthometric height was scaled from a topographic map.
 PN0970
 PN0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0970.GEOID18 height accuracy estimate available here.
 PN0970
 PN0970.Click photographs - Photos may exist for this station.
 PN0970
 PN0970.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0970
 PN0970. The following values were computed from the NAD 83(1991) position.
 PN0970
 PN0970;                    North         East     Units Scale Factor Converg.
 PN0970;SPC WI S     -   226,718.896   707,622.052   MT  0.99999333   +0 55 21.1
 PN0970;SPC WI S     -   743,826.91  2,321,590.02   sFT  0.99999333   +0 55 21.1
 PN0970;UTM  16      - 4,876,872.073   367,194.686   MT  0.99981692   -1 09 07.8
 PN0970
 PN0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0970!SPC WI S     -   0.99996478  x   0.99999333  =   0.99995811
 PN0970!UTM  16      -   0.99996478  x   0.99981692  =   0.99978171
 PN0970
 PN0970:                Primary Azimuth Mark                     Grid Az
 PN0970:SPC WI S     -  BUTTE AZ MK                              116 38 03.0
 PN0970:UTM  16      -  BUTTE AZ MK                              118 42 31.9
 PN0970
 PN0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6719476872(NAD 83)
 PN0970
 PN0970|---------------------------------------------------------------------|
 PN0970| PID    Reference Object                     Distance      Geod. Az  |
 PN0970|                                                           dddmmss.s |
 PN0970| CJ4371 BUTTE RM 1                           22.632 METERS 03311     |
 PN0970| CJ4370 BUTTE AZ MK                                        1173324.1 |
 PN0970| CJ4372 BUTTE RM 2                           40.924 METERS 16237     |
 PN0970| PN0972 OMRO MUNICIPAL TANK                 APPROX. 6.9 KM 2692859.7 |
 PN0970|---------------------------------------------------------------------|
 PN0970
 PN0970                          SUPERSEDED SURVEY CONTROL
 PN0970
 PN0970  NAD 83(1986)-  44 01 58.75243(N)    088 39 26.54059(W) AD(       ) 2
 PN0970  NAD 27      -  44 01 58.80800(N)    088 39 26.14700(W) AD(       ) 2
 PN0970
 PN0970.Superseded values are not recommended for survey control.
 PN0970
 PN0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0970.See file dsdata.pdf to determine how the superseded data were derived.
 PN0970
 PN0970_MARKER: DS = TRIANGULATION STATION DISK
 PN0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0970_STAMPING: BUTTE 1954
 PN0970_MARK LOGO: CGS
 PN0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0970+STABILITY: SURFACE MOTION
 PN0970
 PN0970  HISTORY     - Date     Condition        Report By
 PN0970  HISTORY     - 1954     MONUMENTED       CGS
 PN0970  HISTORY     - 19950527 MARK NOT FOUND   USPSQD
 PN0970  HISTORY     - 19961029 MARK NOT FOUND   USPSQD
 PN0970  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 PN0970
 PN0970                          STATION DESCRIPTION
 PN0970
 PN0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0970'STATION IS LOCATED ABOUT 6 MILES WEST OF OSHKOSH, 4 MILES EAST OF
 PN0970'OMRO AND 2 MILES SOUTH OF LAKE BUTTE DES MORTS AND IN A FARMYARD.
 PN0970'STATION IS 34 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 PN0970'DRIVEWAY AND 4 FEET EAST OF WITNESS POST.  THE MARK PROJECTS
 PN0970'ABOUT 5 INCHES AND THE DISK IS STAMPED BUTTE 1954.
 PN0970'
 PN0970'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE APPROXIMATE
 PN0970'CENTERLINE OF STATE HIGHWAY 21 AND 18 FEET WEST OF THE APPROXIMATE
 PN0970'CENTERLINE OF DRIVEWAY.  THE MARK PROJECTS ABOUT 5 INCHES AND
 PN0970'THE DISK IS STAMPED BUTTE NO 1 1954.
 PN0970'
 PN0970'REFERENCE MARK NO. 2 IS 13 FEET EAST OF THE APPROXIMATE
 PN0970'CENTERLINE OF DRIVEWAY AND 1 FOOT NORTH OF THE NORTHWEST CORNER OF
 PN0970'MILK HOUSE.  THE MARK PROJECTS ABOUT 7 INCHES AND THE DISK IS
 PN0970'STAMPED BUTTE NO 2 1954.
 PN0970'
 PN0970'AZIMUTH MARK IS 27 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 PN0970'ROAD, 5 FEET EAST OF POWER POLE AND 2 FEET NORTH OF WITNESS
 PN0970'POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 PN0970'BUTTE 1954.
 PN0970'
 PN0970'TO REACH FROM THE POST OFFICE IN OMRO GO EAST ON STATE HIGHWAY
 PN0970'21 FOR 3.8 MILES TO CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 0.8
 PN0970'MILE TO DRIVEWAY ON RIGHT, LEADING TO BARN, AND STATION ON RIGHT
 PN0970'OR SOUTH SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE EAST ON
 PN0970'HIGHWAY FOR 0.2 MILE TO CROSSROADS.  TURN RIGHT AND GO SOUTH
 PN0970'FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT OR WEST SIDE OF ROAD AS
 PN0970'DESCRIBED.
 PN0970'
 PN0970'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PN0970
 PN0970                          STATION RECOVERY (1995)
 PN0970
 PN0970'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0970'MARK NOT FOUND.
 PN0970
 PN0970                          STATION RECOVERY (1996)
 PN0970
 PN0970'RECOVERY NOTE BY US POWER SQUADRON 1996
 PN0970'MARK NOT FOUND.
 PN0970
 PN0970                          STATION RECOVERY (2004)
 PN0970
 PN0970'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0970'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0672 ***********************************************************************
 RM0672  DESIGNATION -  BUTTERNUT
 RM0672  PID         -  RM0672
 RM0672  STATE/COUNTY-  WI/ASHLAND
 RM0672  COUNTRY     -  US
 RM0672  USGS QUAD   -  BUTTERNUT (2018)
 RM0672
 RM0672                         *CURRENT SURVEY CONTROL
 RM0672  ______________________________________________________________________
 RM0672* NAD 83(1991) POSITION- 46 01 26.84242(N) 090 29 52.43180(W)   ADJUSTED
 RM0672* NAVD 88 ORTHO HEIGHT -   486.    (meters)     1594.    (feet) SCALED
 RM0672  ______________________________________________________________________
 RM0672  GEOID HEIGHT    -        -30.471 (meters)                     GEOID18
 RM0672  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 RM0672  HORZ ORDER      -  SECOND
 RM0672
 RM0672.The horizontal coordinates were established by classical geodetic methods
 RM0672.and adjusted by the National Geodetic Survey in November 1991.
 RM0672
 RM0672.The orthometric height was scaled from a topographic map.
 RM0672
 RM0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0672.GEOID18 height accuracy estimate available here.
 RM0672
 RM0672.Click photographs - Photos may exist for this station.
 RM0672
 RM0672.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0672
 RM0672. The following values were computed from the NAD 83(1991) position.
 RM0672
 RM0672;                    North         East     Units Scale Factor Converg.
 RM0672;SPC WI N     -    95,421.832   561,450.203   MT  0.99994848   -0 21 33.0
 RM0672;SPC WI N     -   313,063.13  1,842,024.54   sFT  0.99994848   -0 21 33.0
 RM0672;UTM  15      - 5,099,771.636   693,657.235   MT  1.00006106   +1 48 04.1
 RM0672
 RM0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0672!SPC WI N     -   0.99992859  x   0.99994848  =   0.99987707
 RM0672!UTM  15      -   0.99992859  x   1.00006106  =   0.99998965
 RM0672
 RM0672:                Primary Azimuth Mark                     Grid Az
 RM0672:SPC WI N     -  BUTTERNUT AZ MK                          359 58 02.8
 RM0672:UTM  15      -  BUTTERNUT AZ MK                          357 48 25.7
 RM0672
 RM0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9365799771(NAD 83)
 RM0672
 RM0672|---------------------------------------------------------------------|
 RM0672| PID    Reference Object                     Distance      Geod. Az  |
 RM0672|                                                           dddmmss.s |
 RM0672| CJ2304 BUTTERNUT RM 1                       34.391 METERS 16446     |
 RM0672| QN0467 PARKS FALLS MUNICIPAL TANK          APPROX.10.2 KM 1663243.4 |
 RM0672| RM0670 TT 33 C                              43.952 METERS 18001     |
 RM0672| QN0504 LAKE RADIO STA KSA 401 MAST         APPROX. 9.3 KM 1862706.8 |
 RM0672| RM0691 BUTTERNUT MUNICIPAL TANK            APPROX. 1.2 KM 1894350.5 |
 RM0672| CJ2305 BUTTERNUT RM 2                       37.856 METERS 26135     |
 RM0672| RM0689 GLIDDEN CH MOST PRECIOUS BLOOD      APPROX.14.0 KM 3350900.7 |
 RM0672| RM0688 GLIDDEN MUNICIPAL TANK              APPROX.14.1 KM 3351618.1 |
 RM0672| CJ2303 BUTTERNUT AZ MK                                    3593629.8 |
 RM0672|---------------------------------------------------------------------|
 RM0672
 RM0672                          SUPERSEDED SURVEY CONTROL
 RM0672
 RM0672  NAD 83(1986)-  46 01 26.83704(N)    090 29 52.42683(W) AD(       ) 2
 RM0672  NAD 27      -  46 01 27.00600(N)    090 29 51.81500(W) AD(       ) 2
 RM0672
 RM0672.Superseded values are not recommended for survey control.
 RM0672
 RM0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0672.See file dsdata.pdf to determine how the superseded data were derived.
 RM0672
 RM0672_MARKER: DS = TRIANGULATION STATION DISK
 RM0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0672_STAMPING: BUTTERNUT 1952
 RM0672_MARK LOGO: CGS
 RM0672_PROJECTION: FLUSH
 RM0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0672+STABILITY: SURFACE MOTION
 RM0672
 RM0672  HISTORY     - Date     Condition        Report By
 RM0672  HISTORY     - 1952     MONUMENTED       CGS
 RM0672  HISTORY     - 20030905 MARK NOT FOUND   USPSQD
 RM0672  HISTORY     - 20041206 MARK NOT FOUND   WIDT
 RM0672
 RM0672                          STATION DESCRIPTION
 RM0672
 RM0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0672'THE STATION IS LOCATED ABOUT 0.6 MILE NORTH OF BUTTERNUT,
 RM0672'EAST OF A Y INTERSECTION OF STATE HIGHWAY 13 AND A GRAVEL ROAD
 RM0672'NORTHWEST, ON PROPERTY OWNED BY MR. A.W. STEBEN.  IT IS NORTH
 RM0672'OF THE BUTTERNUT LOOKOUT TOWER.
 RM0672'
 RM0672'TO REACH THE STATION FROM THE CROSSROADS INTERSECTION OF
 RM0672'STATE HIGHWAY 13, COUNTY HIGHWAY F (EAST) AND PARK ROAD (WEST)
 RM0672'IN BUTTERNUT, GO NORTH ON HIGHWAY 13 FOR 0.75 MILE TO A
 RM0672'CROSSROAD, TURN RIGHT AND GO ABOUT 20 YARDS TO A WIRE GATE
 RM0672'ON RIGHT, GO THRU GATE, SOUTH ACROSS HAY FIELD ABOUT 100 FEET
 RM0672'TO STATION SITE.
 RM0672'
 RM0672'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0672'POST FLUSH WITH THE SURFACE.  IT IS 58 FEET EAST OF THE
 RM0672'CENTERLINE OF STATE HIGHWAY 13, 16 FEET NORTHEAST OF A TELEPHONE
 RM0672'POLE, 9 FEET SOUTHEAST OF A WITNESS POST AND 8 FEET EAST OF A
 RM0672'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BUTTERNUT 1952.
 RM0672'
 RM0672'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0672'POST PROJECTING 5 INCHES.  IT IS 87 FEET EAST OF THE CENTERLINE
 RM0672'OF HIGHWAY 13, 23 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 RM0672'BUTTERNUT LOOKOUT TOWER, 6 FEET WEST OF A FENCE CORNER AND 1.0
 RM0672'FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED BUTTERNUT
 RM0672'NO 1 1952.
 RM0672'
 RM0672'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0672'POST PROJECTING 5 INCHES.  IT IS 63 FEET WEST OF THE CENTERLINE
 RM0672'OF HIGHWAY 13, 26 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVEL
 RM0672'ROAD AT THE Y INTERSECTION WITH HIGHWAY 13, 4 FEET NORTHEAST
 RM0672'OF A FENCE LINE AND IT IS STAMPED BUTTERNUT NO 2 1952.
 RM0672'
 RM0672'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0672'POST PROJECTING 5 INCHES.  IT IS 45 EAST OF THE CENTERLINE
 RM0672'OF STATE HIGHWAY 13, 15 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 RM0672'6 FEET SOUTHEAST OF A TELEPHONE POLE AND 2 FEET SOUTH OF A
 RM0672'WITNESS POST.  IT IS STAMPED BUTTERNUT 1952.
 RM0672'
 RM0672'TT33C BUTTERNUT TOWER (USGS) IS A STANDARD U.S. GEOLOGICAL
 RM0672'SURVEY BENCH MARK SET IN A SQUARE CONCRETE POST PROJECTING
 RM0672'1.0 FOOT.  IT IS LOCATED IN THE CENTER OF THE BASE OF THE
 RM0672'BUTTERNUT LOOKOUT TOWER AND IS STAMPED TT33C BUTTERNUT TOWER
 RM0672'1940.
 RM0672'
 RM0672'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 RM0672'HIGHWAY 13 FOR 0.6 MILE TO THE MARK ON RIGHT.
 RM0672'
 RM0672'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RM0672
 RM0672                          STATION RECOVERY (2003)
 RM0672
 RM0672'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0672'STATION AND AZIMUTH MARK WERE NOT RECOVERED.  REFERENCE MARKS 1 AND 2
 RM0672'WERE RECOVERED IN GOOD CONDITION.
 RM0672'THE BUTTERNUT LOOKOUT TOWER HAS BEEN TAKEN DOWN.  AN ANTENNA TOWER WAS
 RM0672'CONSTRUCTED ON THE SITE.
 RM0672'TO REACH THE STATION, GO NORTH OF HIGHWAY 13 FROM COUNTY ROAD F IN
 RM0672'BUTTERNUT FOR 0.75 MILE TO BEAR LAKE ROAD ON THE LEFT.  THE STATION IS
 RM0672'ON THE EAST SIDE OF HIGHWAY 13 ABOUT IN LINE WITH THE EXTENDED
 RM0672'CENTERLINE OF BEAR LAKE ROAD.
 RM0672'THE STATION IS 16 FEET NORTHEAST OF A CUTOFF POWER POLE WITH A BIRD
 RM0672'HOUSE ATTACHED ON THE EAST SIDE OF THE TREES LINING HIGHWAY 13 UNDER A
 RM0672'PINE TREE.  THERE IS NO WITNESS POST PRESENT AND THE FENCES ARE GONE.
 RM0672'
 RM0672'REFERENCE MARK 1 IS AT THE NORTHEAST CORNER OF A GROVE OF PINE TREES,
 RM0672'37.5 FEET NORTH OF THE NORTHEAST CORNER OF A WOOD TRANSMITTING SHED,
 RM0672'AND 8 FEET WEST OF THE EASTERNMOST LINE OF FOUR 18 INCH DIAMETER PINE
 RM0672'TREES.
 RM0672'REFERENCE MARK 2 IS 16.1 FEET WEST OF A BEAR LAKE ROAD --STOP-- SIGN
 RM0672'ON THE WEST SIDE OF HIGHWAY 13.
 RM0672
 RM0672                          STATION RECOVERY (2004)
 RM0672
 RM0672'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0672'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0691 ***********************************************************************
 RM0691  DESIGNATION -  BUTTERNUT MUNICIPAL TANK
 RM0691  PID         -  RM0691
 RM0691  STATE/COUNTY-  WI/ASHLAND
 RM0691  COUNTRY     -  US
 RM0691  USGS QUAD   -  PEEKSVILLE (2018)
 RM0691
 RM0691                         *CURRENT SURVEY CONTROL
 RM0691  ______________________________________________________________________
 RM0691* NAD 83(1991) POSITION- 46 00 47.08302(N) 090 30 02.21738(W)   ADJUSTED
 RM0691  ______________________________________________________________________
 RM0691  GEOID HEIGHT    -        -30.466 (meters)                     GEOID18
 RM0691  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 RM0691  HORZ ORDER      -  THIRD
 RM0691
 RM0691.The horizontal coordinates were established by classical geodetic methods
 RM0691.and adjusted by the National Geodetic Survey in November 1991.
 RM0691
 RM0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0691.GEOID18 height accuracy estimate available here.
 RM0691
 RM0691.Click photographs - Photos may exist for this station.
 RM0691
 RM0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0691
 RM0691. The following values were computed from the NAD 83(1991) position.
 RM0691
 RM0691;                    North         East     Units Scale Factor Converg.
 RM0691;SPC WI N     -    94,195.652   561,232.011   MT  0.99994897   -0 21 40.1
 RM0691;SPC WI N     -   309,040.23  1,841,308.69   sFT  0.99994897   -0 21 40.1
 RM0691;UTM  15      - 5,098,537.965   693,485.396   MT  1.00006024   +1 47 55.9
 RM0691
 RM0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9348598537(NAD 83)
 RM0691
 RM0691                          SUPERSEDED SURVEY CONTROL
 RM0691
 RM0691  NAD 83(1986)-  46 00 47.07770(N)    090 30 02.21227(W) AD(       ) 3
 RM0691  NAD 27      -  46 00 47.24000(N)    090 30 01.60200(W) AD(       ) 3
 RM0691
 RM0691.Superseded values are not recommended for survey control.
 RM0691
 RM0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0691.See file dsdata.pdf to determine how the superseded data were derived.
 RM0691
 RM0691_MARKER: 53 = ELEVATED TANK
 RM0691
 RM0691  HISTORY     - Date     Condition        Report By
 RM0691  HISTORY     - 1952     FIRST OBSERVED   CGS
 RM0691  HISTORY     - 1988     GOOD             USPSQD
 RM0691  HISTORY     - 20030905 GOOD             USPSQD
 RM0691
 RM0691                          STATION DESCRIPTION
 RM0691
 RM0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0691'THE TANK IS LOCATED IN THE WESTERN EXTREMITIES OF THE VILLAGE
 RM0691'OF BUTTERNUT, ONE BLOCK WEST OF STATE HIGHWAY 13, ON THE NORTH
 RM0691'SIDE OF PARK ROAD AND IN THE SOUTHEAST CORNER OF THE VILLAGE
 RM0691'PARK.
 RM0691'
 RM0691'THE TANK IS A MUSHROOM TYPE STEEL STRUCTURE ABOUT 90 FEET
 RM0691'HIGH AND SUPPORTED BY 4 LEGS.  IT IS PAINTED SILVER WITH THE
 RM0691'NAME BUTTERNUT, IN BLACK, ON THE SOUTH SIDE.  IT IS OWNED
 RM0691'BY THE VILLAGE WATER DEPARTMENT.
 RM0691
 RM0691                          STATION RECOVERY (1988)
 RM0691
 RM0691'RECOVERY NOTE BY US POWER SQUADRON 1988 (DCC)
 RM0691'RECOVERED IN GOOD CONDITION.
 RM0691
 RM0691                          STATION RECOVERY (2003)
 RM0691
 RM0691'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0691'RECOVERED IN GOOD CONDITION.  ADD-- THE TANK IS PAINTED BLUE WITH
 RM0691'--BUTTERNUT-- IN BLACK LETTERING ON THE NORTH AND SOUTH SIDES.
 RM0691'TO REACH THE TANK FROM THE JUNCTION OF HIGHWAY 13 AND COUNTY ROAD F,
 RM0691'GO WEST ON PARK STREET TO THE TOP OF A HILL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0700 ***********************************************************************
 OM0700  DESIGNATION -  BYRON
 OM0700  PID         -  OM0700
 OM0700  STATE/COUNTY-  WI/FOND DU LAC
 OM0700  COUNTRY     -  US
 OM0700  USGS QUAD   -  BYRON (2018)
 OM0700
 OM0700                         *CURRENT SURVEY CONTROL
 OM0700  ______________________________________________________________________
 OM0700* NAD 83(1991) POSITION- 43 39 35.96999(N) 088 26 27.40564(W)   ADJUSTED
 OM0700* NAVD 88 ORTHO HEIGHT -   350.    (meters)     1148.    (feet) SCALED
 OM0700  ______________________________________________________________________
 OM0700  GEOID HEIGHT    -        -35.475 (meters)                     GEOID18
 OM0700  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 OM0700  HORZ ORDER      -  SECOND
 OM0700
 OM0700.The horizontal coordinates were established by classical geodetic methods
 OM0700.and adjusted by the National Geodetic Survey in November 1991.
 OM0700
 OM0700.The orthometric height was scaled from a topographic map.
 OM0700
 OM0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0700.GEOID18 height accuracy estimate available here.
 OM0700
 OM0700.Click photographs - Photos may exist for this station.
 OM0700
 OM0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0700
 OM0700. The following values were computed from the NAD 83(1991) position.
 OM0700
 OM0700;                    North         East     Units Scale Factor Converg.
 OM0700;SPC WI S     -   185,586.074   725,743.140   MT  0.99994272   +1 04 16.4
 OM0700;SPC WI S     -   608,876.98  2,381,042.29   sFT  0.99994272   +1 04 16.4
 OM0700;UTM  16      - 4,835,118.729   383,815.150   MT  0.99976604   -0 59 41.7
 OM0700
 OM0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0700!SPC WI S     -   0.99995068  x   0.99994272  =   0.99989340
 OM0700!UTM  16      -   0.99995068  x   0.99976604  =   0.99971673
 OM0700
 OM0700:                Primary Azimuth Mark                     Grid Az
 OM0700:SPC WI S     -  BYRON AZ MK 2                            082 10 24.5
 OM0700:UTM  16      -  BYRON AZ MK 2                            084 14 22.6
 OM0700
 OM0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8381535118(NAD 83)
 OM0700
 OM0700|---------------------------------------------------------------------|
 OM0700| PID    Reference Object                     Distance      Geod. Az  |
 OM0700|                                                           dddmmss.s |
 OM0700| CI9143 BYRON RM 1                           25.986 METERS 06631     |
 OM0700| CI9142 BYRON AZ MK 2                                      0831440.9 |
 OM0700| CI9144 BYRON RM 2                           10.254 METERS 15603     |
 OM0700| CI9141 BYRON AZ MK                                        2592406.8 |
 OM0700| OM0698 ST JOHNS CATHOLIC CHURCH SPIRE      APPROX. 1.8 KM 3342650.9 |
 OM0700|---------------------------------------------------------------------|
 OM0700
 OM0700                          SUPERSEDED SURVEY CONTROL
 OM0700
 OM0700  NAD 83(1986)-  43 39 35.96150(N)    088 26 27.40977(W) AD(       ) 2
 OM0700  NAD 27      -  43 39 35.99200(N)    088 26 27.03700(W) AD(       ) 2
 OM0700
 OM0700.Superseded values are not recommended for survey control.
 OM0700
 OM0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0700.See file dsdata.pdf to determine how the superseded data were derived.
 OM0700
 OM0700_MARKER: DS = TRIANGULATION STATION DISK
 OM0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0700_STAMPING: BYRON 1953
 OM0700_MARK LOGO: CGS
 OM0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0700+STABILITY: SURFACE MOTION
 OM0700
 OM0700  HISTORY     - Date     Condition        Report By
 OM0700  HISTORY     - 1953     MONUMENTED       CGS
 OM0700  HISTORY     - 1963     GOOD             CGS
 OM0700  HISTORY     - 1973     GOOD             WIDT
 OM0700  HISTORY     - 1977     GOOD             NGS
 OM0700  HISTORY     - 19991211 GOOD             USPSQD
 OM0700
 OM0700                          STATION DESCRIPTION
 OM0700
 OM0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0700'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF FOND DU LAC
 OM0700'AND 1 MILE NORTHEAST OF BYRON.  IT IS 0.05 MILE SOUTHEAST
 OM0700'OF AN OVERPASS ON HIGHWAY 41 (NOW UNDER CONSTRUCTION), 51 FEET
 OM0700'EAST OF THE ROAD CUT, 26 FEET SOUTH OF A 8 INCH CHESTNUT TREE
 OM0700'AND 6 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 OM0700'ABOUT 3 INCHES AND THE DISK IS STAMPED BYRON 1953.
 OM0700'
 OM0700'REFERENCE MARK NO. 1 IS 23 FEET NORTHEAST OF A 15 INCH OAK TREE
 OM0700'AND 64 FEET NORTH OF A FENCE LINE.  THE DISK IS FLUSH AND
 OM0700'STAMPED BRYON NO 1 1953.
 OM0700'
 OM0700'REFERENCE MARK NO. 2 IS 67 FEET EAST OF THE ROAD CUT AND AT
 OM0700'THE EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS ABOUT 2
 OM0700'INCHES AND THE DISK IS STAMPED BRYON NO 2 1953.
 OM0700'
 OM0700'AZIMUTH MARK IS 51 FEET SOUTHEAST OF A SILO, 39 FEET WEST OF
 OM0700'OLD HIGHWAY 41, 38 FEET SOUTH OF A GRAVEL ENTRANCE DRIVE AND 6
 OM0700'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 OM0700'AND THE DISK IS STAMPED BRYON 1953.
 OM0700'
 OM0700'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF OLD U.S. HIGHWAY
 OM0700'41 AND STATE HIGHWAY 67 IN LOMIRA GO NORTH ON HIGHWAY 41 FOR
 OM0700'4.85 MILES TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.  TO REACH
 OM0700'THE STATION FROM THE AZIMUTH MARK CONTINUE NORTH ON OLD HIGHWAY
 OM0700'41 FOR 0.1 MILE TO COUNTY HIGHWAY F ON THE LEFT AND A GRAVEL
 OM0700'SIDE ROAD RIGHT, TURN RIGHT ON THE GRAVEL SIDE ROAD AND GO
 OM0700'EAST FOR 0.5 MILE TO NEW U.S. HIGHWAY 41 (NOW UNDER
 OM0700'CONSTRUCTION) AND THE STATION ON THE RIGHT AS DESCRIBED.
 OM0700'
 OM0700'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0700
 OM0700                          STATION RECOVERY (1963)
 OM0700
 OM0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEH)
 OM0700'STATION, REFERENCE MARKS AND AZIMUTH RECOVERED AS DESCRIBED
 OM0700'IN GOOD CONDITION.
 OM0700
 OM0700                          STATION RECOVERY (1973)
 OM0700
 OM0700'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (RG)
 OM0700'BYRON 1953-GOOD.  AZIMUTH MARK-GOOD.  A STEEL WITNESS POST WITH SURVEY
 OM0700'MARKER SIGN WAS SET 3 FT (0.9 M) WEST OF BYRON 1953.
 OM0700
 OM0700                          STATION RECOVERY (1977)
 OM0700
 OM0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OM0700'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 OM0700'CONDITION.  THE AZIMUTH MARK HAD BEEN LOWERED AND COVERED AGAIN.
 OM0700'THE PROPERTY OWNER STATED THAT THE ORIGINAL MARK HAD BEEN HIT THEN
 OM0700'LOWERED WHEN THE CONCRETE BASE FOR A SILO WAS POURED.  A NEW AZIMUTH
 OM0700'MARK WAS SET AND THE ANGLE TAKEN OFF THE 1953 INTERSECTION STATION
 OM0700'ST JOHNS CATHOLIC CHURCH SPIRE.  THE DIRECTION TO REFERENCE MARK
 OM0700'1 WAS LESS BY 12 SECONDS AND THE DISTANCE LONGER BY 0.01 FOOT.  THE
 OM0700'DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION WAS
 OM0700'GREATER BY 10 MINUTES AND 52 SECONDS.  THE STATION MARK AND
 OM0700'REFERENCE MARK 2 STILL HAVE THE WOODEN FORMS AROUND THEM AND IT
 OM0700'DOSENT SEEM THAT EITHER HAVE MOVED.  A NEW TO REACH FOLLOWS----
 OM0700'
 OM0700'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 41 AND 151 AT
 OM0700'THE SOUTHWEST EDGE OF FOND DU LAC, GO SOUTH ON US HIGHWAY 41 FOR 7.3
 OM0700'MILE TO THE JUNCTION WITH COUNTY HIGHWAY F AND THE STATION IN THE
 OM0700'SOUTHEAST ANGLE AS DESCRIBED.  IT IS ABOUT 300 FEET SOUTHEAST OF
 OM0700'THE SOUTHEAST EDGE OF OVERPASS OF THE HIGHWAY, 200 FEET EAST OF THE
 OM0700'CENTERLINE OF THE NORTH BOUND TRAFFIC OF HIGHWAY 41, 47 FEET
 OM0700'EAST OF A FENCELINE, 25 FEET SOUTH OF A 10-INCH OAK TREE AND 3-FEET
 OM0700'WEST OF A METAL WITNESS POST.  THE MARK PROJECTS 2-INCHES AND THE
 OM0700'DISK STAMPED BYRON 1953.
 OM0700'
 OM0700'REFERENCE MARK 1 IS 53 FEET SOUTHEAST OF A 10-INCH TWIN TRUNK OAK
 OM0700'TREE AND 3 FEET SOUTH OF A FENCELINE.  THE DISK IS CEMENTED IN A
 OM0700'DRILL HOLE IN ROCK OUTCROP AND STAMPED BYRON NO 1 1953.
 OM0700'
 OM0700'REFERENCE MARK 2 IS 59 FEET EAST OF THE FENCELINE AND 31 FEET
 OM0700'SOUTHEAST OF THE METAL WITNESS POST.  THE MONUMENT PROJECTS 2-INCHES
 OM0700'AND THE DISK STAMPED BYRON NO 2 1953.
 OM0700'
 OM0700'THE AZIMUTH MARK IS 110 FEET WEST OF THE CENTERLINE OF AN EXTENDED
 OM0700'DRIVEWAY, 40 FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY F,
 OM0700'1-FOOT EAST OF A METAL WITNESS POST AND 0.5 FOOT SOUTH OF A
 OM0700'FENCELINE.  THE MARK PROJECTS 2-INCHES AND THE DISK STAMPED BYRON
 OM0700'1953 1977.
 OM0700'
 OM0700'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE HIGHWAYS, GO
 OM0700'EAST ON COUNTY HIGHWAY F FOR 0.3 MILE TO THE MARK ON THE LEFT, NORTH
 OM0700'SIDE OF THE ROAD AS DESCRIBED.
 OM0700'
 OM0700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH OF
 OM0700'FOND DU LAC.
 OM0700'
 OM0700'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0700
 OM0700                          STATION RECOVERY (1999)
 OM0700
 OM0700'RECOVERY NOTE BY US POWER SQUADRON 1999
 OM0700'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5972 ***********************************************************************
 AI5972  DESIGNATION -  BYRON E GPS
 AI5972  PID         -  AI5972
 AI5972  STATE/COUNTY-  WI/FOND DU LAC
 AI5972  COUNTRY     -  US
 AI5972  USGS QUAD   -  BYRON (2018)
 AI5972
 AI5972                         *CURRENT SURVEY CONTROL
 AI5972  ______________________________________________________________________
 AI5972* NAD 83(2011) POSITION- 43 41 45.76312(N) 088 24 06.26617(W)   ADJUSTED
 AI5972* NAD 83(2011) ELLIP HT-   286.304 (meters)        (06/27/12)   ADJUSTED
 AI5972* NAD 83(2011) EPOCH   -  2010.00
 AI5972* NAVD 88 ORTHO HEIGHT -   321.866 (meters)     1055.99  (feet) ADJUSTED
 AI5972  ______________________________________________________________________
 AI5972  GEOID HEIGHT    -        -35.553 (meters)                     GEOID18
 AI5972  NAD 83(2011) X  -    128,831.984 (meters)                     COMP
 AI5972  NAD 83(2011) Y  - -4,617,281.947 (meters)                     COMP
 AI5972  NAD 83(2011) Z  -  4,383,933.610 (meters)                     COMP
 AI5972  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 AI5972  DYNAMIC HEIGHT  -        321.797 (meters)     1055.76  (feet) COMP
 AI5972  MODELED GRAVITY -    980,396.5   (mgal)                       NAVD 88
 AI5972
 AI5972  VERT ORDER      -  SECOND    CLASS I
 AI5972
 AI5972  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5972  Standards:
 AI5972         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5972            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5972  -------------------------------------------------------------------
 AI5972  NETWORK    0.28   0.33           0.13   0.09   0.17     -0.00754065
 AI5972  -------------------------------------------------------------------
 AI5972  Click here for local accuracies and other accuracy information.
 AI5972
 AI5972.The horizontal coordinates were established by GPS observations
 AI5972.and adjusted by the National Geodetic Survey in June 2012.
 AI5972
 AI5972.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5972.been affixed to the stable North American tectonic plate. See 
 AI5972.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5972
 AI5972.The horizontal coordinates are valid at the epoch date displayed above
 AI5972.which is a decimal equivalence of Year/Month/Day.
 AI5972
 AI5972.The orthometric height was determined by differential leveling and
 AI5972.adjusted by the WI DEPT OF TRANSP
 AI5972.in May 2012.
 AI5972
 AI5972.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5972.GEOID18 height accuracy estimate available here.
 AI5972
 AI5972.Click photographs - Photos may exist for this station.
 AI5972
 AI5972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5972
 AI5972.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5972
 AI5972.The ellipsoidal height was determined by GPS observations
 AI5972.and is referenced to NAD 83.
 AI5972
 AI5972.The dynamic height is computed by dividing the NAVD 88
 AI5972.geopotential number by the normal gravity value computed on the
 AI5972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5972.degrees latitude (g = 980.6199 gals.).
 AI5972
 AI5972.The modeled gravity was interpolated from observed gravity values.
 AI5972
 AI5972. The following values were computed from the NAD 83(2011) position.
 AI5972
 AI5972;                    North         East     Units Scale Factor Converg.
 AI5972;SPC WI S     -   189,650.753   728,828.042   MT  0.99994576   +1 05 53.4
 AI5972;SPC WI S     -   622,212.51  2,391,163.33   sFT  0.99994576   +1 05 53.4
 AI5972;UTM  16      - 4,839,068.809   387,044.018   MT  0.99975694   -0 58 06.5
 AI5972
 AI5972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5972!SPC WI S     -   0.99995511  x   0.99994576  =   0.99990087
 AI5972!UTM  16      -   0.99995511  x   0.99975694  =   0.99971206
 AI5972
 AI5972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8704439068(NAD 83)
 AI5972
 AI5972                          SUPERSEDED SURVEY CONTROL
 AI5972
 AI5972  NAD 83(2007)-  43 41 45.76316(N)    088 24 06.26700(W) AD(2002.00) 0
 AI5972  ELLIP H (02/10/07)  286.340  (m)                       GP(2002.00)    
 AI5972  ELLIP H (11/17/00)  286.344  (m)                       GP(       ) 3 2
 AI5972  NAD 83(1997)-  43 41 45.76305(N)    088 24 06.26712(W) AD(       ) 1
 AI5972  ELLIP H (07/06/00)  286.344  (m)                       GP(       ) 2 1
 AI5972  NAVD 88             321.84   (m)         1055.9    (f) LEVELING    3  
 AI5972  NAVD 88 (04/20/07)  321.836  (m)         1055.89   (f) SUPERSEDED  2 1
 AI5972  NAVD 88             321.83   (m)         1055.9    (f) LEVELING    3  
 AI5972  NAVD 88 (10/20/00)  321.828  (m)         1055.86   (f) SUPERSEDED  2 1
 AI5972  NAVD 88             321.83   (m)         1055.9    (f) LEVELING    3  
 AI5972
 AI5972.Superseded values are not recommended for survey control.
 AI5972
 AI5972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5972.See file dsdata.pdf to determine how the superseded data were derived.
 AI5972
 AI5972_MARKER: DD = SURVEY DISK
 AI5972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5972_STAMPING: BYRON E GPS 1993
 AI5972_MARK LOGO: WI-039
 AI5972_PROJECTION: FLUSH
 AI5972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5972+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AI5972
 AI5972  HISTORY     - Date     Condition        Report By
 AI5972  HISTORY     - 1993     MONUMENTED       WI-039
 AI5972  HISTORY     - 2002     GOOD             WIDT
 AI5972  HISTORY     - 20030709 GOOD             USPSQD
 AI5972  HISTORY     - 20050412 GOOD             WIDT
 AI5972  HISTORY     - 20060915 GOOD             USPSQD
 AI5972
 AI5972                          STATION DESCRIPTION
 AI5972
 AI5972'DESCRIBED BY FOND DU LAC COUNTY WISCONSIN 1993
 AI5972'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHEAST OF FOND DU LAC
 AI5972'AND 4.0 KM (2.50 MI) SOUTHWEST OF EDEN.  OWNERSHIP--FOND DU LAC
 AI5972'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI5972'COUNTY HIGHWAY B APPROXIMATELY 8.0 KM (4.95 MI) SOUTH OF THE CITY OF
 AI5972'FOND DU LAC, GO EAST ON COUNTY HIGHWAY B FOR 3.2 KM (2.00 MI) TO
 AI5972'COUNTY HIGHWAY K, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY K FOR 0.72
 AI5972'KM (0.45 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE FOND
 AI5972'DU LAC COUNTY GEODETIC CONTROL MARKER DISK STAMPED --BYRON E GPS
 AI5972'1993-- AND SET IN THE TOP OF A 45-CM (18-INCH) DIAMETER CONCRETE POST
 AI5972'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI5972'STATION IS 8.6 M (28.2 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY K,
 AI5972'26.1 M (85.6 FT) NORTH-NORTHEAST OF A METAL POST FOR A --R/W-- SIGN,
 AI5972'22.4 M (73.5 FT) WEST-NORTHWEST OF POWER POLE --67-24297 30-9--, 5.7 M
 AI5972'(18.7 FT) NORTH-NORTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE, AND
 AI5972'0.6 M (2.0 FT) EAST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS
 AI5972'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI5972'ABOVE THE HORIZON.
 AI5972
 AI5972                          STATION RECOVERY (2002)
 AI5972
 AI5972'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 AI5972'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW 1.0 M NORTH AND
 AI5972'1.0 M SOUTH OF TWO 4X4 ORANGE PLASTIC WITNESS POSTS.
 AI5972
 AI5972                          STATION RECOVERY (2003)
 AI5972
 AI5972'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5972'RECOVERED IN GOOD CONDITION.
 AI5972
 AI5972                          STATION RECOVERY (2005)
 AI5972
 AI5972'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5972'RECOVERED IN GOOD CONDITION.  NOTE-- A NEW POWER POLE NUMBERED
 AI5972'--05-03318-- REPLACED THE POWER POLE DESCRIBED IN THE 1993
 AI5972'DESCRIPTION.
 AI5972
 AI5972                          STATION RECOVERY (2006)
 AI5972
 AI5972'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5973 ***********************************************************************
 AI5973  DESIGNATION -  BYRON E GPS AZ MK
 AI5973  PID         -  AI5973
 AI5973  STATE/COUNTY-  WI/FOND DU LAC
 AI5973  COUNTRY     -  US
 AI5973  USGS QUAD   -  BYRON (2018)
 AI5973
 AI5973                         *CURRENT SURVEY CONTROL
 AI5973  ______________________________________________________________________
 AI5973* NAD 83(1986) POSITION- 43 40 52.4    (N) 088 24 05.2    (W)   HD_HELD2
 AI5973* NAVD 88 ORTHO HEIGHT -   326.070 (meters)     1069.78  (feet) ADJUSTED
 AI5973  ______________________________________________________________________
 AI5973  GEOID HEIGHT    -        -35.512 (meters)                     GEOID18
 AI5973  DYNAMIC HEIGHT  -        326.000 (meters)     1069.55  (feet) COMP
 AI5973  MODELED GRAVITY -    980,394.8   (mgal)                       NAVD 88
 AI5973
 AI5973  VERT ORDER      -  SECOND    CLASS I
 AI5973
 AI5973.The horizontal coordinates were established by autonomous hand held GPS
 AI5973.observations and have an estimated accuracy of +/- 10 meters.
 AI5973
 AI5973.The orthometric height was determined by differential leveling and
 AI5973.adjusted by the WI DEPT OF TRANSP
 AI5973.in May 2012.
 AI5973
 AI5973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5973.GEOID18 height accuracy estimate available here.
 AI5973
 AI5973.Click photographs - Photos may exist for this station.
 AI5973
 AI5973.The dynamic height is computed by dividing the NAVD 88
 AI5973.geopotential number by the normal gravity value computed on the
 AI5973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5973.degrees latitude (g = 980.6199 gals.).
 AI5973
 AI5973.The modeled gravity was interpolated from observed gravity values.
 AI5973
 AI5973;                    North         East    Units  Estimated Accuracy
 AI5973;SPC WI S     -   188,005.      728,883.      MT  (+/- 10 meters HH2 GPS)
 AI5973
 AI5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8704037422(NAD 83)
 AI5973
 AI5973                          SUPERSEDED SURVEY CONTROL
 AI5973
 AI5973  NAVD 88 (04/20/07)  326.041  (m)         1069.69   (f) SUPERSEDED  2 1
 AI5973  NAVD 88 (10/20/00)  326.032  (m)         1069.66   (f) SUPERSEDED  2 1
 AI5973
 AI5973.Superseded values are not recommended for survey control.
 AI5973
 AI5973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5973.See file dsdata.pdf to determine how the superseded data were derived.
 AI5973
 AI5973_MARKER: DZ = AZIMUTH MARK DISK
 AI5973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5973_STAMPING: BYRON E GPS AZ MK 1993
 AI5973_MARK LOGO: WI-039
 AI5973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5973+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AI5973
 AI5973  HISTORY     - Date     Condition        Report By
 AI5973  HISTORY     - 1993     MONUMENTED       WI-039
 AI5973  HISTORY     - 20030709 GOOD             USPSQD
 AI5973  HISTORY     - 20050428 GOOD             WIDT
 AI5973  HISTORY     - 20060915 GOOD             USPSQD
 AI5973
 AI5973                          STATION DESCRIPTION
 AI5973
 AI5973'DESCRIBED BY FOND DU LAC COUNTY WISCONSIN 1993
 AI5973'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF FOND DU LAC
 AI5973'AND 4.8 KM (3.00 MI) SOUTHWEST OF EDEN.  OWNERSHIP--FOND DU LAC
 AI5973'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI5973'COUNTY HIGHWAY B APPROXIMATELY 8.0 KM (4.95 MI) SOUTH OF THE CITY OF
 AI5973'FOND DU LAC, GO EAST ON COUNTY HIGHWAY B FOR 3.2 KM (2.00 MI) TO
 AI5973'COUNTY HIGHWAY K, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY K FOR 0.5
 AI5973'KM (0.30 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE FOND
 AI5973'DU LAC COUNTY GEODETIC CONTROL AZIMUTH MARKER DISK STAMPED --BYRON E
 AI5973'GPS AZIMUTH MARK 1992-- AND SET IN THE TOP OF A 45-CM (18-INCH)
 AI5973'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI5973'HIGHWAY PAVEMENT.  THE STATION IS 6.0 M (19.7 FT) EAST OF THE
 AI5973'CENTERLINE OF COUNTY HIGHWAY K, 105 M (344.5 FT) NORTH OF THE
 AI5973'CENTERLINE OF PRIVATE ENTRANCE --N3853--, 3 M (9.8 FT) WEST OF A
 AI5973'CULTIVATED FIELD, AND 0.7 M (2.3 FT) EAST OF A WHITE PLASTIC WITNESS
 AI5973'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI5973'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI5973
 AI5973                          STATION RECOVERY (2003)
 AI5973
 AI5973'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5973'THE STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS
 AI5973'0.8 M NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 AI5973
 AI5973                          STATION RECOVERY (2005)
 AI5973
 AI5973'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5973'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 1993 DESCRIPTION-- THE
 AI5973'STATION IS 0.55 MI (NOT 0.3 MI) SOUTH OF COUNTY HIGHWAY B ON COUNTY
 AI5973'HIGHWAY K.  ADD-- THE STATION IS 0.7 M WEST, 1 M NORTH, AND 1 M SOUTH
 AI5973'OF THREE WHITE PLASTIC WITNESS POSTS.
 AI5973
 AI5973                          STATION RECOVERY (2006)
 AI5973
 AI5973'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5974 ***********************************************************************
 AI5974  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5974  DESIGNATION -  BYRON S GPS
 AI5974  PID         -  AI5974
 AI5974  STATE/COUNTY-  WI/FOND DU LAC
 AI5974  COUNTRY     -  US
 AI5974  USGS QUAD   -  BYRON (2018)
 AI5974
 AI5974                         *CURRENT SURVEY CONTROL
 AI5974  ______________________________________________________________________
 AI5974* NAD 83(2011) POSITION- 43 38 38.34265(N) 088 26 28.16517(W)   ADJUSTED
 AI5974* NAD 83(2011) ELLIP HT-   286.706 (meters)        (06/27/12)   ADJUSTED
 AI5974* NAD 83(2011) EPOCH   -  2010.00
 AI5974* NAVD 88 ORTHO HEIGHT -   322.14  (meters)     1056.9   (feet) GPS OBS
 AI5974  ______________________________________________________________________
 AI5974  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AI5974  GEOID HEIGHT    -        -35.431 (meters)                     GEOID12A
 AI5974  GEOID HEIGHT    -        -35.431 (meters)                     GEOID18
 AI5974  NAD 83(2011) X  -    125,764.180 (meters)                     COMP
 AI5974  NAD 83(2011) Y  - -4,621,362.562 (meters)                     COMP
 AI5974  NAD 83(2011) Z  -  4,379,749.745 (meters)                     COMP
 AI5974  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 AI5974
 AI5974  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5974  Standards:
 AI5974         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5974            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5974  -------------------------------------------------------------------
 AI5974  NETWORK    0.37   0.41           0.17   0.12   0.21     -0.00675734
 AI5974  -------------------------------------------------------------------
 AI5974  Click here for local accuracies and other accuracy information.
 AI5974
 AI5974.The horizontal coordinates were established by GPS observations
 AI5974.and adjusted by the National Geodetic Survey in June 2012.
 AI5974
 AI5974.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5974.been affixed to the stable North American tectonic plate. See 
 AI5974.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5974
 AI5974.The horizontal coordinates are valid at the epoch date displayed above
 AI5974.which is a decimal equivalence of Year/Month/Day.
 AI5974
 AI5974.The orthometric height was determined by GPS observations and a
 AI5974.high-resolution geoid model using precise GPS observation and
 AI5974.processing techniques.
 AI5974
 AI5974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5974.GEOID18 height accuracy estimate available here.
 AI5974
 AI5974.Click photographs - Photos may exist for this station.
 AI5974
 AI5974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5974
 AI5974.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5974
 AI5974.The ellipsoidal height was determined by GPS observations
 AI5974.and is referenced to NAD 83.
 AI5974
 AI5974. The following values were computed from the NAD 83(2011) position.
 AI5974
 AI5974;                    North         East     Units Scale Factor Converg.
 AI5974;SPC WI S     -   183,807.639   725,759.370   MT  0.99994150   +1 04 15.9
 AI5974;SPC WI S     -   603,042.23  2,381,095.53   sFT  0.99994150   +1 04 15.9
 AI5974;UTM  16      - 4,833,341.178   383,767.264   MT  0.99976618   -0 59 41.1
 AI5974
 AI5974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5974!SPC WI S     -   0.99995504  x   0.99994150  =   0.99989655
 AI5974!UTM  16      -   0.99995504  x   0.99976618  =   0.99972123
 AI5974
 AI5974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8376733341(NAD 83)
 AI5974
 AI5974                          SUPERSEDED SURVEY CONTROL
 AI5974
 AI5974  NAD 83(2007)-  43 38 38.34267(N)    088 26 28.16601(W) AD(2002.00) 0
 AI5974  ELLIP H (02/10/07)  286.743  (m)                       GP(2002.00)    
 AI5974  ELLIP H (11/17/00)  286.749  (m)                       GP(       ) 3 2
 AI5974  NAD 83(1997)-  43 38 38.34260(N)    088 26 28.16613(W) AD(       ) 1
 AI5974  ELLIP H (07/06/00)  286.749  (m)                       GP(       ) 2 1
 AI5974  NAVD 88 (07/26/07)  322.11   (m)  GEOID03  model used  GPS OBS        
 AI5974  NAVD 88 (07/06/00)  322.10   (m)  GEOID99  model used  GPS OBS        
 AI5974
 AI5974.Superseded values are not recommended for survey control.
 AI5974
 AI5974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5974.See file dsdata.pdf to determine how the superseded data were derived.
 AI5974
 AI5974_MARKER: DD = SURVEY DISK
 AI5974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5974_STAMPING: BYRON S GPS 1993
 AI5974_MARK LOGO: WI-039
 AI5974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5974+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 AI5974
 AI5974  HISTORY     - Date     Condition        Report By
 AI5974  HISTORY     - 1993     MONUMENTED       WI-039
 AI5974  HISTORY     - 19990914 GOOD             WIDT
 AI5974  HISTORY     - 20030709 GOOD             USPSQD
 AI5974  HISTORY     - 20050413 GOOD             WIDT
 AI5974
 AI5974                          STATION DESCRIPTION
 AI5974
 AI5974'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5974'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH OF FOND DU LAC,
 AI5974'AND 4.8 KM (3.00 MI) NORTHEAST OF BROWNSVILLE.  OWNERSHIP--WISCONSIN
 AI5974'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI5974'OF US HIGHWAY 41 WITH STATE HIGHWAY 49 ABOUT 3.2 KM (2.00 MI) NORTH OF
 AI5974'THE VILLAGE OF LOMIRA, GO NORTH ON US HIGHWAY 41 FOR 2.6 KM (1.60 MI)
 AI5974'TO THE COUNTY HIGHWAY Y OVERPASS, CONTINUE NORTH ON US HIGHWAY 41 FOR
 AI5974'0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI5974'FOND DU LAC COUNTY GEODETIC CONTROL STATION DISK STAMPED --BYRON S GPS
 AI5974'1993-- AND SET IN THE TOP A 46 CM (18-INCH) DIAMETER CONCRETE POST
 AI5974'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 AI5974'PAVEMENT.  THE STATION IS 14.5 M (47.6 FT) EAST OF THE CENTERLINE OF
 AI5974'THE TWO NORTH BOUND LANES OF US HIGHWAY 41, 74 M (242.8 FT) SOUTH OF
 AI5974'THE TOP CENTER OF THE EAST END OF A 46 CM (18-INCH) DIAMETER
 AI5974'REINFORCED CONCRETE CULVERT PIPE, 7.6 M (24.9 FT) WEST OF THE
 AI5974'RIGHT-OF-WAY FENCE, AND 0.7 M (2.3 FT) WEST OF A WHITE PLASTIC WITNESS
 AI5974'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI5974'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI5974
 AI5974                          STATION RECOVERY (2003)
 AI5974
 AI5974'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5974'RECOVERED IN GOOD CONDITION.
 AI5974
 AI5974                          STATION RECOVERY (2005)
 AI5974
 AI5974'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5974'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M EAST, 1 M
 AI5974'NORTH, AND 1 M SOUTH OF THREE ORANGE PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5975 ***********************************************************************
 AI5975  DESIGNATION -  BYRON W GPS
 AI5975  PID         -  AI5975
 AI5975  STATE/COUNTY-  WI/FOND DU LAC
 AI5975  COUNTRY     -  US
 AI5975  USGS QUAD   -  BYRON (2018)
 AI5975
 AI5975                         *CURRENT SURVEY CONTROL
 AI5975  ______________________________________________________________________
 AI5975* NAD 83(2011) POSITION- 43 41 50.66473(N) 088 29 39.22069(W)   ADJUSTED
 AI5975* NAD 83(2011) ELLIP HT-   226.748 (meters)        (06/27/12)   ADJUSTED
 AI5975* NAD 83(2011) EPOCH   -  2010.00
 AI5975* NAVD 88 ORTHO HEIGHT -   262.386 (meters)      860.84  (feet) ADJUSTED
 AI5975  ______________________________________________________________________
 AI5975  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 AI5975  NAD 83(2011) X  -    121,374.683 (meters)                     COMP
 AI5975  NAD 83(2011) Y  - -4,617,336.372 (meters)                     COMP
 AI5975  NAD 83(2011) Z  -  4,384,001.846 (meters)                     COMP
 AI5975  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 AI5975  DYNAMIC HEIGHT  -        262.328 (meters)      860.65  (feet) COMP
 AI5975  MODELED GRAVITY -    980,392.4   (mgal)                       NAVD 88
 AI5975
 AI5975  VERT ORDER      -  SECOND    CLASS I
 AI5975
 AI5975  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5975  Standards:
 AI5975         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5975            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5975  -------------------------------------------------------------------
 AI5975  NETWORK    0.29   0.35           0.13   0.10   0.18      0.02107017
 AI5975  -------------------------------------------------------------------
 AI5975  Click here for local accuracies and other accuracy information.
 AI5975
 AI5975.The horizontal coordinates were established by GPS observations
 AI5975.and adjusted by the National Geodetic Survey in June 2012.
 AI5975
 AI5975.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5975.been affixed to the stable North American tectonic plate. See 
 AI5975.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5975
 AI5975.The horizontal coordinates are valid at the epoch date displayed above
 AI5975.which is a decimal equivalence of Year/Month/Day.
 AI5975
 AI5975.The orthometric height was determined by differential leveling and
 AI5975.adjusted by the WI DEPT OF TRANSP
 AI5975.in May 2012.
 AI5975
 AI5975.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5975.GEOID18 height accuracy estimate available here.
 AI5975
 AI5975.Click photographs - Photos may exist for this station.
 AI5975
 AI5975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5975
 AI5975.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5975
 AI5975.The ellipsoidal height was determined by GPS observations
 AI5975.and is referenced to NAD 83.
 AI5975
 AI5975.The dynamic height is computed by dividing the NAVD 88
 AI5975.geopotential number by the normal gravity value computed on the
 AI5975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5975.degrees latitude (g = 980.6199 gals.).
 AI5975
 AI5975.The modeled gravity was interpolated from observed gravity values.
 AI5975
 AI5975. The following values were computed from the NAD 83(2011) position.
 AI5975
 AI5975;                    North         East     Units Scale Factor Converg.
 AI5975;SPC WI S     -   189,663.245   721,371.182   MT  0.99994588   +1 02 04.6
 AI5975;SPC WI S     -   622,253.50  2,366,698.62   sFT  0.99994588   +1 02 04.6
 AI5975;UTM  16      - 4,839,350.176   379,593.788   MT  0.99977832   -1 01 56.7
 AI5975
 AI5975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5975!SPC WI S     -   0.99996444  x   0.99994588  =   0.99991033
 AI5975!UTM  16      -   0.99996444  x   0.99977832  =   0.99974277
 AI5975
 AI5975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7959339350(NAD 83)
 AI5975
 AI5975                          SUPERSEDED SURVEY CONTROL
 AI5975
 AI5975  NAD 83(2007)-  43 41 50.66477(N)    088 29 39.22152(W) AD(2002.00) 0
 AI5975  ELLIP H (02/10/07)  226.784  (m)                       GP(2002.00)    
 AI5975  ELLIP H (11/17/00)  226.788  (m)                       GP(       ) 3 2
 AI5975  NAD 83(1997)-  43 41 50.66465(N)    088 29 39.22161(W) AD(       ) 1
 AI5975  ELLIP H (07/06/00)  226.788  (m)                       GP(       ) 2 1
 AI5975  NAVD 88             262.36   (m)          860.8    (f) LEVELING    3  
 AI5975  NAVD 88 (04/20/07)  262.357  (m)          860.75   (f) SUPERSEDED  2 1
 AI5975  NAVD 88 (10/20/00)  262.356  (m)          860.75   (f) SUPERSEDED  2 1
 AI5975  NAVD 88             262.35   (m)          860.7    (f) LEVELING    3  
 AI5975
 AI5975.Superseded values are not recommended for survey control.
 AI5975
 AI5975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5975.See file dsdata.pdf to determine how the superseded data were derived.
 AI5975
 AI5975_MARKER: DD = SURVEY DISK
 AI5975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5975_STAMPING: BYRON W GPS 1993
 AI5975_MARK LOGO: WI-039
 AI5975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5975+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2010
 AI5975
 AI5975  HISTORY     - Date     Condition        Report By
 AI5975  HISTORY     - 1993     MONUMENTED       WI-039
 AI5975  HISTORY     - 19990803 GOOD             WIDT
 AI5975  HISTORY     - 20030730 GOOD             USPSQD
 AI5975  HISTORY     - 20050405 GOOD             WIDT
 AI5975  HISTORY     - 20060928 GOOD             USPSQD
 AI5975  HISTORY     - 20100828 GOOD             GEOCAC
 AI5975
 AI5975                          STATION DESCRIPTION
 AI5975
 AI5975'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5975'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF FOND DU LAC
 AI5975'AND 4.0 KM (2.50 MI) EAST-NORTHEAST OF OAKFIELD.  OWNERSHIP--TOWN OF
 AI5975'BYRON.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI5975'STATE HIGHWAY 175, ABOUT 3.2 KM (2.00 MI) SOUTH OF THE CITY OF FOND DU
 AI5975'LAC, GO SOUTH ON STATE HIGHWAY 175 FOR 5.3 KM (3.30 MI) TO COUNTY
 AI5975'HIGHWAY B ON THE RIGHT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY B FOR
 AI5975'3.2 KM (2.00 MI) TO RIVER ROAD, CONTINUE WEST ON COUNTY HIGHWAY B FOR
 AI5975'0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.  OR FROM THE JUNCTION OF
 AI5975'US HIGHWAY 41 WITH US HIGHWAY 151, ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF
 AI5975'THE CITY OF FOND DU LAC, GO SOUTHWEST ON US HIGHWAY 151 FOR 1.6 KM
 AI5975'(1.00 MI) TO RIVER ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON RIVER
 AI5975'ROAD FOR 5.3 KM (3.30 MI) TO COUNTY HIGHWAY B, TURN RIGHT AND GO WEST
 AI5975'ON COUNTY HIGHWAY B FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.
 AI5975'THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC SURVEY CONTROL
 AI5975'STATION DISK STAMPED --BYRON W GPS 1993-- AND SET IN THE TOP OF A 45
 AI5975'CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI5975'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.3 M (30.5 FT) SOUTH
 AI5975'OF THE CENTERLINE OF COUNTY HIGHWAY B, 21.0 M (68.9 FT) SOUTHEAST OF
 AI5975'POWER POLE --14-17-8 20/27---, 1 M (3.3 FT) NORTH OF A CULTIVATED
 AI5975'FIELD, AND 0.9 M (3.0 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI5975'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 AI5975'THAN 15 DEGREES ABOVE THE HORIZON.
 AI5975
 AI5975                          STATION RECOVERY (2003)
 AI5975
 AI5975'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5975'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M EAST, 1
 AI5975'M WEST AND 1 M SOUTH OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 AI5975
 AI5975                          STATION RECOVERY (2005)
 AI5975
 AI5975'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5975'RECOVERED IN GOOD CONDITION.
 AI5975
 AI5975                          STATION RECOVERY (2006)
 AI5975
 AI5975'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5975'RECOVERED IN GOOD CONDITION.
 AI5975
 AI5975                          STATION RECOVERY (2010)
 AI5975
 AI5975'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 AI5975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5976 ***********************************************************************
 AI5976  DESIGNATION -  BYRON W GPS AZ MK
 AI5976  PID         -  AI5976
 AI5976  STATE/COUNTY-  WI/FOND DU LAC
 AI5976  COUNTRY     -  US
 AI5976  USGS QUAD   -  BYRON (2018)
 AI5976
 AI5976                         *CURRENT SURVEY CONTROL
 AI5976  ______________________________________________________________________
 AI5976* NAD 83(1986) POSITION- 43 41 51.2    (N) 088 29 16.1    (W)   HD_HELD2
 AI5976* NAVD 88 ORTHO HEIGHT -   261.623 (meters)      858.34  (feet) ADJUSTED
 AI5976  ______________________________________________________________________
 AI5976  GEOID HEIGHT    -        -35.621 (meters)                     GEOID18
 AI5976  DYNAMIC HEIGHT  -        261.566 (meters)      858.15  (feet) COMP
 AI5976  MODELED GRAVITY -    980,392.8   (mgal)                       NAVD 88
 AI5976
 AI5976  VERT ORDER      -  SECOND    CLASS I
 AI5976
 AI5976.The horizontal coordinates were established by autonomous hand held GPS
 AI5976.observations and have an estimated accuracy of +/- 10 meters.
 AI5976
 AI5976.The orthometric height was determined by differential leveling and
 AI5976.adjusted by the WI DEPT OF TRANSP
 AI5976.in May 2012.
 AI5976
 AI5976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5976.GEOID18 height accuracy estimate available here.
 AI5976
 AI5976.Click photographs - Photos may exist for this station.
 AI5976
 AI5976.The dynamic height is computed by dividing the NAVD 88
 AI5976.geopotential number by the normal gravity value computed on the
 AI5976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5976.degrees latitude (g = 980.6199 gals.).
 AI5976
 AI5976.The modeled gravity was interpolated from observed gravity values.
 AI5976
 AI5976;                    North         East    Units  Estimated Accuracy
 AI5976;SPC WI S     -   189,689.      721,888.      MT  (+/- 10 meters HH2 GPS)
 AI5976
 AI5976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8011139357(NAD 83)
 AI5976
 AI5976                          SUPERSEDED SURVEY CONTROL
 AI5976
 AI5976  NAVD 88 (04/20/07)  261.594  (m)          858.25   (f) SUPERSEDED  2 1
 AI5976  NAVD 88 (10/20/00)  261.593  (m)          858.24   (f) SUPERSEDED  2 1
 AI5976
 AI5976.Superseded values are not recommended for survey control.
 AI5976
 AI5976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5976.See file dsdata.pdf to determine how the superseded data were derived.
 AI5976
 AI5976_MARKER: DZ = AZIMUTH MARK DISK
 AI5976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5976_STAMPING: BYRON W GPS AZ MK 1993
 AI5976_MARK LOGO: WI-039
 AI5976_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5976+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AI5976
 AI5976  HISTORY     - Date     Condition        Report By
 AI5976  HISTORY     - 1993     MONUMENTED       WI-039
 AI5976  HISTORY     - 19990803 GOOD             WIDT
 AI5976  HISTORY     - 20030730 GOOD             USPSQD
 AI5976  HISTORY     - 20050405 GOOD             WIDT
 AI5976  HISTORY     - 20060928 GOOD             USPSQD
 AI5976
 AI5976                          STATION DESCRIPTION
 AI5976
 AI5976'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5976'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF FOND DU LAC
 AI5976'AND 4.8 KM (3.00 MI) EAST-NORTHEAST OF OAKFIELD.  OWNERSHIP--TOWN OF
 AI5976'BYRON.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 AI5976'STATE HIGHWAY 175, ABOUT 3.2 KM (2.00 MI) SOUTH OF THE CITY OF FOND DU
 AI5976'LAC, GO SOUTH ON STATE HIGHWAY 175 FOR 5.3 KM (3.30 MI) TO COUNTY
 AI5976'HIGHWAY B ON THE RIGHT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY B FOR
 AI5976'1.6 KM (1.00 MI) TO HICKORY ROAD, CONTINUE WEST ON COUNTY HIGHWAY B
 AI5976'FOR 1.3 KM (0.80 MI) TO THE STATION ON THE RIGHT.  OR FROM THE
 AI5976'JUNCTION OF US HIGHWAY 41 WITH US HIGHWAY 151, ABOUT 3.2 KM (2.00 MI)
 AI5976'SOUTHWEST OF THE CITY OF FOND DU LAC, GO SOUTHWEST ON US HIGHWAY 151
 AI5976'FOR 1.6 KM (1.00 MI) TO RIVER ROAD ON THE LEFT, TURN LEFT AND GO SOUTH
 AI5976'ON RIVER ROAD FOR 5.3 KM (3.30 MI) TO COUNTY HIGHWAY B, TURN LEFT AND
 AI5976'GO EAST ON COUNTY HIGHWAY B FOR 0.3 KM (0.20 MI) TO THE STATION ON THE
 AI5976'LEFT.  THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC SURVEY
 AI5976'CONTROL STATION DISK STAMPED --BYRON W GPS AZIMUTH MARK 1993-- AND SET
 AI5976'IN THE TOP OF A 45 CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI5976'GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.3
 AI5976'M (33.8 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 31.8 M (104.3
 AI5976'FT) NORTHWEST OF POWER POLE --14-17-8 37/26---, 4.0 M (13.1 FT) WEST
 AI5976'OF CENTERLINE OF FIELD ENTRANCE, 1.1 M (3.6 FT) EAST OF A WHITE
 AI5976'PLASTIC WITNESS POST, AND 0.9 M (3.0 FT) WEST OF A WHITE PLASTIC
 AI5976'WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 AI5976'EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI5976
 AI5976                          STATION RECOVERY (2003)
 AI5976
 AI5976'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5976'STATION RECOVERED IN GOOD CONDITION.  NOTE-- ONE WHITE PLASTIC WITNESS
 AI5976'POST IS UPROOTED, BENT AND LYING ON THE GROUND.  A SECOND WHITE
 AI5976'PLASTIC WITNESS POST IS LEANING BADLY.
 AI5976
 AI5976                          STATION RECOVERY (2005)
 AI5976
 AI5976'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5976'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 1.1 M (3.6 FT)
 AI5976'EAST OF AND 0.9 M (3.0 FT) WEST OF TWO NEW WHITE PLASTIC WITNESS
 AI5976'POSTS.
 AI5976
 AI5976                          STATION RECOVERY (2006)
 AI5976
 AI5976'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0723 ***********************************************************************
 NH0723  DESIGNATION -  C
 NH0723  PID         -  NH0723
 NH0723  STATE/COUNTY-  WI/GREEN
 NH0723  COUNTRY     -  US
 NH0723  USGS QUAD   -  BROWNTOWN (2018)
 NH0723
 NH0723                         *CURRENT SURVEY CONTROL
 NH0723  ______________________________________________________________________
 NH0723* NAD 83(1986) POSITION- 42 32 02.     (N) 089 48 21.     (W)   SCALED
 NH0723* NAVD 88 ORTHO HEIGHT -   240.273 (meters)      788.30  (feet) ADJUSTED
 NH0723  ______________________________________________________________________
 NH0723  GEOID HEIGHT    -        -33.538 (meters)                     GEOID18
 NH0723  DYNAMIC HEIGHT  -        240.197 (meters)      788.05  (feet) COMP
 NH0723  MODELED GRAVITY -    980,298.0   (mgal)                       NAVD 88
 NH0723
 NH0723  VERT ORDER      -  FIRST     CLASS II
 NH0723
 NH0723.The horizontal coordinates were scaled from a map and have
 NH0723.an estimated accuracy of +/- 6 seconds.
 NH0723
 NH0723.The orthometric height was determined by differential leveling and
 NH0723.adjusted by the NATIONAL GEODETIC SURVEY
 NH0723.in June 1991.
 NH0723
 NH0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0723.GEOID18 height accuracy estimate available here.
 NH0723
 NH0723.Click photographs - Photos may exist for this station.
 NH0723
 NH0723.The dynamic height is computed by dividing the NAVD 88
 NH0723.geopotential number by the normal gravity value computed on the
 NH0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0723.degrees latitude (g = 980.6199 gals.).
 NH0723
 NH0723.The modeled gravity was interpolated from observed gravity values.
 NH0723
 NH0723;                    North         East    Units  Estimated Accuracy
 NH0723;SPC WI S     -    59,330.      615,950.      MT  (+/- 180 meters Scaled)
 NH0723
 NH0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN695128(NAD 83)
 NH0723
 NH0723                          SUPERSEDED SURVEY CONTROL
 NH0723
 NH0723  NGVD 29 (??/??/92)  240.378  (m)          788.64   (f) ADJ UNCH    1 2
 NH0723
 NH0723.Superseded values are not recommended for survey control.
 NH0723
 NH0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0723.See file dsdata.pdf to determine how the superseded data were derived.
 NH0723
 NH0723_MARKER: Q = CHISELED SQUARE
 NH0723_SETTING: 66 = SET IN ROCK OUTCROP
 NH0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NH0723+STABILITY: POSITION/ELEVATION WELL
 NH0723
 NH0723  HISTORY     - Date     Condition        Report By
 NH0723  HISTORY     - 1920     MONUMENTED       CGS
 NH0723  HISTORY     - 1920     GOOD             CGS
 NH0723  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0723
 NH0723                          STATION DESCRIPTION
 NH0723
 NH0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0723'2 MI N FROM MARTINTOWN.
 NH0723'2 MI N ALONG THE ABANDONED ILLINOIS CENTRAL RR FROM MARTINTOWN,
 NH0723'GREEN COUNTY, 150 YDS N OF THE SITE OF BRIDGE V 13-5, 45 YDS
 NH0723'N OF THE S END OF A ROCK CUT, AT THE W SIDE OF A DITCH, 10 FT
 NH0723'W OF THE CENTER LINE OF THE ROADBED, ABOUT LEVEL WITH THE ROADBED,
 NH0723'AND ON A PROJECTING ROCK LEDGE.  A CHISELED SQUARE.
 NH0723
 NH0723                          STATION RECOVERY (2001)
 NH0723
 NH0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0723'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0059 ***********************************************************************
 NJ0059  DESIGNATION -  C 1
 NJ0059  PID         -  NJ0059
 NJ0059  STATE/COUNTY-  WI/GRANT
 NJ0059  COUNTRY     -  US
 NJ0059  USGS QUAD   -  MONTFORT (2018)
 NJ0059
 NJ0059                         *CURRENT SURVEY CONTROL
 NJ0059  ______________________________________________________________________
 NJ0059* NAD 83(1986) POSITION- 42 58 46.11   (N) 090 28 40.93   (W)   HD_HELD1
 NJ0059* NAVD 88 ORTHO HEIGHT -   361.966 (meters)     1187.55  (feet) ADJUSTED
 NJ0059  ______________________________________________________________________
 NJ0059  GEOID HEIGHT    -        -33.173 (meters)                     GEOID18
 NJ0059  DYNAMIC HEIGHT  -        361.862 (meters)     1187.21  (feet) COMP
 NJ0059  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 NJ0059
 NJ0059  VERT ORDER      -  FIRST     CLASS II
 NJ0059
 NJ0059.The horizontal coordinates were determined by differentially corrected
 NJ0059.hand held GPS observations or other comparable positioning techniques
 NJ0059.and have an estimated accuracy of +/- 3 meters.
 NJ0059
 NJ0059.The orthometric height was determined by differential leveling and
 NJ0059.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0059.in June 1991.
 NJ0059
 NJ0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0059.GEOID18 height accuracy estimate available here.
 NJ0059
 NJ0059.Click photographs - Photos may exist for this station.
 NJ0059
 NJ0059.The dynamic height is computed by dividing the NAVD 88
 NJ0059.geopotential number by the normal gravity value computed on the
 NJ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0059.degrees latitude (g = 980.6199 gals.).
 NJ0059
 NJ0059.The modeled gravity was interpolated from observed gravity values.
 NJ0059
 NJ0059;                    North         East    Units  Estimated Accuracy
 NJ0059;SPC WI S     -   108,922.2     561,009.3     MT  (+/- 3 meters HH1 GPS) 
 NJ0059
 NJ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0563461621(NAD 83)
 NJ0059
 NJ0059                          SUPERSEDED SURVEY CONTROL
 NJ0059
 NJ0059  NGVD 29 (??/??/92)  362.032  (m)         1187.77   (f) ADJ UNCH    1 2
 NJ0059
 NJ0059.Superseded values are not recommended for survey control.
 NJ0059
 NJ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0059.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0059
 NJ0059_MARKER: DB = BENCH MARK DISK
 NJ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0059_STAMPING: C 1 1920
 NJ0059_MARK LOGO: CGS
 NJ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0059+STABILITY: SURFACE MOTION
 NJ0059
 NJ0059  HISTORY     - Date     Condition        Report By
 NJ0059  HISTORY     - 1920     MONUMENTED       CGS
 NJ0059  HISTORY     - 1920     GOOD             CGS
 NJ0059  HISTORY     - 1935     MARK NOT FOUND   CGS
 NJ0059  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 NJ0059
 NJ0059                          STATION DESCRIPTION
 NJ0059
 NJ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NJ0059'2.5 MI W FROM MONTFORT.
 NJ0059'2 1/2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NJ0059'FROM MONTFORT, GRANT COUNTY, AT A ROAD CROSSING, 25 FEET NORTH
 NJ0059'OF THE NORTH RAIL, AND 10 FEET WEST OF THE ROAD.  A STANDARD
 NJ0059'DISK, SET IN THE TOP OF A CONCRETE POST.
 NJ0059
 NJ0059                          STATION RECOVERY (1935)
 NJ0059
 NJ0059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 NJ0059'MARK NOT FOUND.
 NJ0059
 NJ0059                          STATION RECOVERY (1998)
 NJ0059
 NJ0059'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0148 ***********************************************************************
 ON0148  DESIGNATION -  C 10
 ON0148  PID         -  ON0148
 ON0148  STATE/COUNTY-  WI/MONROE
 ON0148  COUNTRY     -  US
 ON0148  USGS QUAD   -  CITY ROCK (2018)
 ON0148
 ON0148                         *CURRENT SURVEY CONTROL
 ON0148  ______________________________________________________________________
 ON0148* NAD 83(1986) POSITION- 43 58 44.25   (N) 090 44 10.96   (W)   HD_HELD1
 ON0148* NAVD 88 ORTHO HEIGHT -   261.862 (meters)      859.13  (feet) ADJUSTED
 ON0148  ______________________________________________________________________
 ON0148  GEOID HEIGHT    -        -33.348 (meters)                     GEOID18
 ON0148  DYNAMIC HEIGHT  -        261.811 (meters)      858.96  (feet) COMP
 ON0148  MODELED GRAVITY -    980,417.1   (mgal)                       NAVD 88
 ON0148
 ON0148  VERT ORDER      -  SECOND    CLASS I
 ON0148
 ON0148.The horizontal coordinates were determined by differentially corrected
 ON0148.hand held GPS observations or other comparable positioning techniques
 ON0148.and have an estimated accuracy of +/- 3 meters.
 ON0148
 ON0148.The orthometric height was determined by differential leveling and
 ON0148.adjusted by the NATIONAL GEODETIC SURVEY
 ON0148.in September 2018.
 ON0148
 ON0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0148.GEOID18 height accuracy estimate available here.
 ON0148
 ON0148.Click photographs - Photos may exist for this station.
 ON0148
 ON0148.The dynamic height is computed by dividing the NAVD 88
 ON0148.geopotential number by the normal gravity value computed on the
 ON0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0148.degrees latitude (g = 980.6199 gals.).
 ON0148
 ON0148.The modeled gravity was interpolated from observed gravity values.
 ON0148
 ON0148;                    North         East    Units  Estimated Accuracy
 ON0148;SPC WI S     -   220,110.0     540,918.8     MT  (+/- 3 meters HH1 GPS) 
 ON0148
 ON0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8154972026(NAD 83)
 ON0148
 ON0148                          SUPERSEDED SURVEY CONTROL
 ON0148
 ON0148  NAVD 88 (05/08/12)  261.874  (m)          859.16   (f) SUPERSEDED  2 1
 ON0148  NAVD 88 (04/20/07)  261.863  (m)          859.13   (f) SUPERSEDED  2 1
 ON0148  NAVD 88 (06/15/91)  261.857  (m)          859.11   (f) SUPERSEDED  1 2
 ON0148  NGVD 29 (??/??/92)  262.024  (m)          859.66   (f) ADJ UNCH    1 2
 ON0148
 ON0148.Superseded values are not recommended for survey control.
 ON0148
 ON0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0148.See file dsdata.pdf to determine how the superseded data were derived.
 ON0148
 ON0148_MARKER: DB = BENCH MARK DISK
 ON0148_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0148_SP_SET: BRIDGE ABUTMENT
 ON0148_STAMPING: C 10 1930
 ON0148_MARK LOGO: CGS
 ON0148_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0148+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 ON0148
 ON0148  HISTORY     - Date     Condition        Report By
 ON0148  HISTORY     - 1930     MONUMENTED       CGS
 ON0148  HISTORY     - 1935     GOOD             CGS
 ON0148  HISTORY     - 1985     GOOD             NGS
 ON0148  HISTORY     - 20030519 GOOD             USPSQD
 ON0148  HISTORY     - 20041009 GOOD             WIDT
 ON0148  HISTORY     - 20100908 GOOD             WIDT
 ON0148  HISTORY     - 20180517 GOOD             WIDT
 ON0148
 ON0148                          STATION DESCRIPTION
 ON0148
 ON0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ON0148'0.5 MI W FROM CAMP MC COY.
 ON0148'1/2 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 ON0148'THE STATION AT CAMP MC COY, MONROE COUNTY, 13 FEET WEST OF BRIDGE
 ON0148'SIGN 2810, AND IN THE NORTHEAST CORNER OF THE EAST CONCRETE
 ON0148'RETAINING WALL OF A CONCRETE UNDERPASS.  A STANDARD DISK, STAMPED
 ON0148'859.657 C 10 1930.
 ON0148
 ON0148                          STATION RECOVERY (1935)
 ON0148
 ON0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 ON0148'RECOVERED IN GOOD CONDITION.
 ON0148
 ON0148                          STATION RECOVERY (1985)
 ON0148
 ON0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0148'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.5 KM (5.3
 ON0148'MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH STATE
 ON0148'HIGHWAY 16 IN SPARTA, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG 13TH
 ON0148'AVENUE, IN THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF AN ABANDONED
 ON0148'RAILROAD OVERPASS, 15.9 M (52.2 FT) NORTHEAST OF THE CENTER OF THE
 ON0148'AVENUE, 2.9 M (9.5 FT) NORTHWEST OF THE CENTER OF THE OVERPASS, AND
 ON0148'0.5 M (1.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.
 ON0148'THE MARK IS 6.1 M ABOVE THE AVENUE.
 ON0148
 ON0148                          STATION RECOVERY (2003)
 ON0148
 ON0148'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0148'RECOVERED IN GOOD CONDITION.  NOTE-- 13TH AVE. IS NOW GINGER ROAD.
 ON0148'THE OVERPASS IS SOUTH OF HIGHWAY 21 AND NORTH OF FORT MCCOY'S SOUTH
 ON0148'POST.  THERE IS A WHITE PLASTIC WITNESS POST AT THE STATION.
 ON0148
 ON0148                          STATION RECOVERY (2004)
 ON0148
 ON0148'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0148'OWNERSHIP--CHICAGO AND NORTHWESTERN RAILWAY.  TO REACH THE STATION
 ON0148'FROM THE JUNCTION OF STATE HIGHWAY 21 WITH COUNTY HIGHWAY A ABOUT 2 MI
 ON0148'(3.22 KM) NORTHEAST OF THE CITY OF SPARTA, GO NORTHEAST ON STATE
 ON0148'HIGHWAY 21 FOR 1.3 MI (2.09 KM) TO GILLETTE AVENUE ON THE RIGHT, TURN
 ON0148'RIGHT AND GO NORTHEAST ON GILLETTE AVENUE FOR 0.4 MI (0.64 KM) TO
 ON0148'GINGER ROAD, TURN RIGHT AND GO SOUTHEAST ON GINGER ROAD FOR 0.06 MI
 ON0148'(0.1 KM) TO AN ABANDONED RAILROAD BRIDGE AND THE STATION ON THE LEFT.
 ON0148'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK
 ON0148'SET IN THE TOP OF THE NORTHWEST CORNER OF THE NORTHEAST ABUTMENT OF
 ON0148'THE ABANDOND RAILWAY.  THE STATION IS 2.5 M (8.2 FT) NORTHWEST OF THE
 ON0148'ABANDONED RAILROAD, 2.3 M (7.5 FT) WEST OF THE NORTHERNMOST END OF THE
 ON0148'NORTHEAST OF ABUTMENT AND 0.3 M (1.0 FT) SOUTHWEST OF A WHITE PLASTIC
 ON0148'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 ON0148'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 ON0148
 ON0148                          STATION RECOVERY (2010)
 ON0148
 ON0148'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0148'RECOVERED IN GOOD CONDITION.
 ON0148
 ON0148                          STATION RECOVERY (2018)
 ON0148
 ON0148'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 ON0148'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0372 ***********************************************************************
 OM0372  DESIGNATION -  C 100
 OM0372  PID         -  OM0372
 OM0372  STATE/COUNTY-  WI/MARQUETTE
 OM0372  COUNTRY     -  US
 OM0372  USGS QUAD   -  ENDEAVOR (2018)
 OM0372
 OM0372                         *CURRENT SURVEY CONTROL
 OM0372  ______________________________________________________________________
 OM0372* NAD 83(1986) POSITION- 43 42 54.     (N) 089 27 54.     (W)   SCALED
 OM0372* NAVD 88 ORTHO HEIGHT -   238.983 (meters)      784.06  (feet) ADJUSTED
 OM0372  ______________________________________________________________________
 OM0372  GEOID HEIGHT    -        -35.834 (meters)                     GEOID18
 OM0372  DYNAMIC HEIGHT  -        238.927 (meters)      783.88  (feet) COMP
 OM0372  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 OM0372
 OM0372  VERT ORDER      -  SECOND    CLASS 0
 OM0372
 OM0372.The horizontal coordinates were scaled from a map and have
 OM0372.an estimated accuracy of +/- 6 seconds.
 OM0372
 OM0372.The orthometric height was determined by differential leveling and
 OM0372.adjusted by the NATIONAL GEODETIC SURVEY
 OM0372.in June 1991.
 OM0372
 OM0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0372.GEOID18 height accuracy estimate available here.
 OM0372
 OM0372.Click photographs - Photos may exist for this station.
 OM0372
 OM0372.The dynamic height is computed by dividing the NAVD 88
 OM0372.geopotential number by the normal gravity value computed on the
 OM0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0372.degrees latitude (g = 980.6199 gals.).
 OM0372
 OM0372.The modeled gravity was interpolated from observed gravity values.
 OM0372
 OM0372;                    North         East    Units  Estimated Accuracy
 OM0372;SPC WI S     -   190,660.      643,110.      MT  (+/- 180 meters Scaled)
 OM0372
 OM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP014431(NAD 83)
 OM0372
 OM0372                          SUPERSEDED SURVEY CONTROL
 OM0372
 OM0372  NGVD 29 (??/??/92)  239.015  (m)          784.17   (f) ADJ UNCH    2 0
 OM0372
 OM0372.Superseded values are not recommended for survey control.
 OM0372
 OM0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0372.See file dsdata.pdf to determine how the superseded data were derived.
 OM0372
 OM0372_MARKER: DB = BENCH MARK DISK
 OM0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0372_STAMPING: C 100 1934
 OM0372_MARK LOGO: CGS
 OM0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0372+STABILITY: SURFACE MOTION
 OM0372
 OM0372  HISTORY     - Date     Condition        Report By
 OM0372  HISTORY     - 1934     MONUMENTED       CGS
 OM0372  HISTORY     - 1961     MARK NOT FOUND   USGS
 OM0372  HISTORY     - 20030430 MARK NOT FOUND   WIDT
 OM0372
 OM0372                          STATION DESCRIPTION
 OM0372
 OM0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0372'AT ENDEAVOR.
 OM0372'AT ENDEAVOR, MARQUETTE COUNTY, ON THE ABANDONED MINNEAPOLIS,
 OM0372'ST. PAUL AND SAULT STE. MARIE RAILROAD, 93 FEET SOUTHEAST OF
 OM0372'THE FORMER STATION, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OM0372'OLD ROADBED, 31 FEET NORTHEAST OF THE NORTH CORNER OF A SMALL
 OM0372'CITY PARK AND CAMP GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 OM0372'THE OLD ROADBED.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 OM0372'POST.  NOTE-- THE OLD RAILWAY STATION HAS BEEN DESTROYED BY
 OM0372'FIRE AND THE OLD ROAD BED HAS BEEN LEVELED.  THE MARK MAY BE
 OM0372'COVERED.
 OM0372
 OM0372                          STATION RECOVERY (1961)
 OM0372
 OM0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 OM0372'MARK NOT FOUND.
 OM0372
 OM0372                          STATION RECOVERY (2003)
 OM0372
 OM0372'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0372'CHANGES TO LANDSCAPE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0411 ***********************************************************************
 OM0411  DESIGNATION -  C 101
 OM0411  PID         -  OM0411
 OM0411  STATE/COUNTY-  WI/DANE
 OM0411  COUNTRY     -  US
 OM0411  USGS QUAD   -  DE FOREST (2018)
 OM0411
 OM0411                         *CURRENT SURVEY CONTROL
 OM0411  ______________________________________________________________________
 OM0411* NAD 83(1986) POSITION- 43 08 09.     (N) 089 20 55.     (W)   SCALED
 OM0411* NAVD 88 ORTHO HEIGHT -   261.065 (meters)      856.51  (feet) ADJUSTED
 OM0411  ______________________________________________________________________
 OM0411  GEOID HEIGHT    -        -34.484 (meters)                     GEOID18
 OM0411  DYNAMIC HEIGHT  -        260.997 (meters)      856.29  (feet) COMP
 OM0411  MODELED GRAVITY -    980,352.9   (mgal)                       NAVD 88
 OM0411
 OM0411  VERT ORDER      -  SECOND    CLASS 0
 OM0411
 OM0411.The horizontal coordinates were scaled from a map and have
 OM0411.an estimated accuracy of +/- 6 seconds.
 OM0411
 OM0411.The orthometric height was determined by differential leveling and
 OM0411.adjusted by the NATIONAL GEODETIC SURVEY
 OM0411.in June 1991.
 OM0411
 OM0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0411.GEOID18 height accuracy estimate available here.
 OM0411
 OM0411.Click photographs - Photos may exist for this station.
 OM0411
 OM0411.The dynamic height is computed by dividing the NAVD 88
 OM0411.geopotential number by the normal gravity value computed on the
 OM0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0411.degrees latitude (g = 980.6199 gals.).
 OM0411
 OM0411.The modeled gravity was interpolated from observed gravity values.
 OM0411
 OM0411;                    North         East    Units  Estimated Accuracy
 OM0411;SPC WI S     -   126,390.      652,990.      MT  (+/- 180 meters Scaled)
 OM0411
 OM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN089785(NAD 83)
 OM0411
 OM0411                          SUPERSEDED SURVEY CONTROL
 OM0411
 OM0411  NGVD 29 (??/??/92)  261.124  (m)          856.70   (f) ADJ UNCH    2 0
 OM0411
 OM0411.Superseded values are not recommended for survey control.
 OM0411
 OM0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0411.See file dsdata.pdf to determine how the superseded data were derived.
 OM0411
 OM0411_MARKER: DB = BENCH MARK DISK
 OM0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0411_STAMPING: C 101 1934
 OM0411_MARK LOGO: CGS
 OM0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0411+STABILITY: SURFACE MOTION
 OM0411
 OM0411  HISTORY     - Date     Condition        Report By
 OM0411  HISTORY     - 1934     MONUMENTED       CGS
 OM0411  HISTORY     - 1958     MARK NOT FOUND   USGS
 OM0411
 OM0411                          STATION DESCRIPTION
 OM0411
 OM0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0411'5.7 MI S FROM WINDSOR.
 OM0411'5.7 MILES SOUTH OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0411'PACIFIC RAILROAD AT PRIVATE CROSSING BY TILE CULVERT, 3 1/2
 OM0411'POLES NORTH OF MILEPOLE 30.  SET IN POST, 3 FEET BELOW RAIL TOP,
 OM0411'2 FEET WEST OF FENCE, 30 FEET NORTH OF CENTERLINE OF CROSSING
 OM0411'AND 33 FEET EAST OF CENTERLINE OF TRACK.  NOTE-- THE PRIVATE
 OM0411'ROAD CROSSING NO LONGER EXISTS.  A DITCH HAS BEEN DUG SOUTH OF
 OM0411'THE SITE.
 OM0411
 OM0411                          STATION RECOVERY (1958)
 OM0411
 OM0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OM0411'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0416 ***********************************************************************
 NH0416  DESIGNATION -  C 102
 NH0416  PID         -  NH0416
 NH0416  STATE/COUNTY-  WI/ROCK
 NH0416  COUNTRY     -  US
 NH0416  USGS QUAD   -  BELOIT (2018)
 NH0416
 NH0416                         *CURRENT SURVEY CONTROL
 NH0416  ______________________________________________________________________
 NH0416* NAD 83(1986) POSITION- 42 33 30.     (N) 089 02 43.     (W)   SCALED
 NH0416* NAVD 88 ORTHO HEIGHT -   228.523 (meters)      749.75  (feet) ADJUSTED
 NH0416  ______________________________________________________________________
 NH0416  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 NH0416  DYNAMIC HEIGHT  -        228.454 (meters)      749.52  (feet) COMP
 NH0416  MODELED GRAVITY -    980,315.0   (mgal)                       NAVD 88
 NH0416
 NH0416  VERT ORDER      -  SECOND    CLASS 0
 NH0416
 NH0416.The horizontal coordinates were scaled from a map and have
 NH0416.an estimated accuracy of +/- 6 seconds.
 NH0416
 NH0416.The orthometric height was determined by differential leveling and
 NH0416.adjusted by the NATIONAL GEODETIC SURVEY
 NH0416.in June 1991.
 NH0416
 NH0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0416.GEOID18 height accuracy estimate available here.
 NH0416
 NH0416.Click photographs - Photos may exist for this station.
 NH0416
 NH0416.The dynamic height is computed by dividing the NAVD 88
 NH0416.geopotential number by the normal gravity value computed on the
 NH0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0416.degrees latitude (g = 980.6199 gals.).
 NH0416
 NH0416.The modeled gravity was interpolated from observed gravity values.
 NH0416
 NH0416;                    North         East    Units  Estimated Accuracy
 NH0416;SPC WI S     -    62,480.      678,410.      MT  (+/- 180 meters Scaled)
 NH0416
 NH0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN321137(NAD 83)
 NH0416
 NH0416                          SUPERSEDED SURVEY CONTROL
 NH0416
 NH0416  NGVD 29 (??/??/92)  228.586  (m)          749.95   (f) ADJ UNCH    2 0
 NH0416
 NH0416.Superseded values are not recommended for survey control.
 NH0416
 NH0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0416.See file dsdata.pdf to determine how the superseded data were derived.
 NH0416
 NH0416_MARKER: DB = BENCH MARK DISK
 NH0416_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NH0416_SP_SET: CULVERT HEADWALL
 NH0416_STAMPING: C 102 1934
 NH0416_MARK LOGO: CGS
 NH0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0416+STABILITY: SURFACE MOTION
 NH0416
 NH0416  HISTORY     - Date     Condition        Report By
 NH0416  HISTORY     - 1934     MONUMENTED       CGS
 NH0416  HISTORY     - 1943     GOOD             CGS
 NH0416  HISTORY     - 20010331 GOOD             NGS
 NH0416
 NH0416                          STATION DESCRIPTION
 NH0416
 NH0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0416'4.6 MI N FROM BELOIT.
 NH0416'4.6 MILES NORTH, BY RAIL, OF C M ST P AND P RWY STATION AT
 NH0416'BELOIT ALONG THE CHICAGO AND NORTHWESTERN RAILROAD AT 3 FOOT
 NH0416'IRON CULVERT 73, EVEN WITH MILEPOLE 95.  SET IN NORTH END OF
 NH0416'THE EAST STONE HEADWALL, 11 FEET EAST OF CENTERLINE OF TRACK
 NH0416'AND 2 FEET BELOW RAIL TOP.  STANDARD DISK SET IN HEADWALL,
 NH0416'STAMPED C 102 1934.
 NH0416
 NH0416                          STATION RECOVERY (1943)
 NH0416
 NH0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 NH0416'RECOVERED IN GOOD CONDITION.
 NH0416
 NH0416                          STATION RECOVERY (2001)
 NH0416
 NH0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0219 ***********************************************************************
 OM0219  DESIGNATION -  C 103
 OM0219  PID         -  OM0219
 OM0219  STATE/COUNTY-  WI/DODGE
 OM0219  COUNTRY     -  US
 OM0219  USGS QUAD   -  WATERTOWN (2018)
 OM0219
 OM0219                         *CURRENT SURVEY CONTROL
 OM0219  ______________________________________________________________________
 OM0219* NAD 83(1986) POSITION- 43 13 01.     (N) 088 44 03.     (W)   SCALED
 OM0219* NAVD 88 ORTHO HEIGHT -   252.798 (meters)      829.39  (feet) ADJUSTED
 OM0219  ______________________________________________________________________
 OM0219  GEOID HEIGHT    -        -34.752 (meters)                     GEOID18
 OM0219  DYNAMIC HEIGHT  -        252.735 (meters)      829.18  (feet) COMP
 OM0219  MODELED GRAVITY -    980,365.6   (mgal)                       NAVD 88
 OM0219
 OM0219  VERT ORDER      -  SECOND    CLASS 0
 OM0219
 OM0219.The horizontal coordinates were scaled from a map and have
 OM0219.an estimated accuracy of +/- 6 seconds.
 OM0219
 OM0219.The orthometric height was determined by differential leveling and
 OM0219.adjusted by the NATIONAL GEODETIC SURVEY
 OM0219.in June 1991.
 OM0219
 OM0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0219.GEOID18 height accuracy estimate available here.
 OM0219
 OM0219.Click photographs - Photos may exist for this station.
 OM0219
 OM0219.The dynamic height is computed by dividing the NAVD 88
 OM0219.geopotential number by the normal gravity value computed on the
 OM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0219.degrees latitude (g = 980.6199 gals.).
 OM0219
 OM0219.The modeled gravity was interpolated from observed gravity values.
 OM0219
 OM0219;                    North         East    Units  Estimated Accuracy
 OM0219;SPC WI S     -   135,970.      702,840.      MT  (+/- 180 meters Scaled)
 OM0219
 OM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN591863(NAD 83)
 OM0219
 OM0219                          SUPERSEDED SURVEY CONTROL
 OM0219
 OM0219  NGVD 29 (??/??/92)  252.858  (m)          829.59   (f) ADJ UNCH    2 0
 OM0219
 OM0219.Superseded values are not recommended for survey control.
 OM0219
 OM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0219.See file dsdata.pdf to determine how the superseded data were derived.
 OM0219
 OM0219_MARKER: DB = BENCH MARK DISK
 OM0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0219_STAMPING: C 103 1934
 OM0219_MARK LOGO: CGS
 OM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0219+STABILITY: SURFACE MOTION
 OM0219
 OM0219  HISTORY     - Date     Condition        Report By
 OM0219  HISTORY     - 1934     MONUMENTED       CGS
 OM0219  HISTORY     - 1958     MARK NOT FOUND   USGS
 OM0219  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 OM0219
 OM0219                          STATION DESCRIPTION
 OM0219
 OM0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0219'1.8 MI N FROM WATERTOWN.
 OM0219'1.8 MILES NORTH OF, ALONG THE CHICAGO AND NORTHWESTERN RAILROAD,
 OM0219'6 1/2 POLES NORTH OF BRIDGE 210 1/2, AT PRIVATE CROSSING.  SET
 OM0219'IN CONCRETE POST 44 FEET WEST OF THE CENTER LINE OF THE TRACK, 54
 OM0219'FEET SOUTH OF THE CENTER LINE OF THE CROSSING, 8 FEET NORTHEAST
 OM0219'OF LARGE OAK TREE ON FENCE LINE., 1 FOOT ABOVE RAIL LEVEL.
 OM0219
 OM0219                          STATION RECOVERY (1958)
 OM0219
 OM0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OM0219'MARK NOT FOUND.
 OM0219
 OM0219                          STATION RECOVERY (1979)
 OM0219
 OM0219'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 OM0219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0181 ***********************************************************************
 OM0181  DESIGNATION -  C 105
 OM0181  PID         -  OM0181
 OM0181  STATE/COUNTY-  WI/FOND DU LAC
 OM0181  COUNTRY     -  US
 OM0181  USGS QUAD   -  RIPON (2018)
 OM0181
 OM0181                         *CURRENT SURVEY CONTROL
 OM0181  ______________________________________________________________________
 OM0181* NAD 83(1986) POSITION- 43 47 35.8    (N) 088 48 33.1    (W)   HD_HELD2
 OM0181* NAVD 88 ORTHO HEIGHT -   299.758 (meters)      983.46  (feet) ADJUSTED
 OM0181  ______________________________________________________________________
 OM0181  GEOID HEIGHT    -        -35.880 (meters)                     GEOID18
 OM0181  DYNAMIC HEIGHT  -        299.693 (meters)      983.24  (feet) COMP
 OM0181  MODELED GRAVITY -    980,393.8   (mgal)                       NAVD 88
 OM0181
 OM0181  VERT ORDER      -  SECOND    CLASS I
 OM0181
 OM0181.The horizontal coordinates were established by autonomous hand held GPS
 OM0181.observations and have an estimated accuracy of +/- 10 meters.
 OM0181
 OM0181.The orthometric height was determined by differential leveling and
 OM0181.adjusted by the WI DEPT OF TRANSP
 OM0181.in May 2012.
 OM0181
 OM0181.No vertical observational check was made to the station.
 OM0181
 OM0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0181.GEOID18 height accuracy estimate available here.
 OM0181
 OM0181.Click photographs - Photos may exist for this station.
 OM0181
 OM0181.The dynamic height is computed by dividing the NAVD 88
 OM0181.geopotential number by the normal gravity value computed on the
 OM0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0181.degrees latitude (g = 980.6199 gals.).
 OM0181
 OM0181.The modeled gravity was interpolated from observed gravity values.
 OM0181
 OM0181;                    North         East    Units  Estimated Accuracy
 OM0181;SPC WI S     -   199,903.      695,833.      MT  (+/- 10 meters HH2 GPS)
 OM0181
 OM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5444550503(NAD 83)
 OM0181
 OM0181                          SUPERSEDED SURVEY CONTROL
 OM0181
 OM0181  NAVD 88 (04/20/07)  299.731  (m)          983.37   (f) SUPERSEDED  2 1
 OM0181  NAVD 88 (06/15/91)  299.698  (m)          983.26   (f) SUPERSEDED  2 0
 OM0181  NGVD 29 (??/??/92)  299.727  (m)          983.35   (f) ADJ UNCH    2 0
 OM0181
 OM0181.Superseded values are not recommended for survey control.
 OM0181
 OM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0181.See file dsdata.pdf to determine how the superseded data were derived.
 OM0181
 OM0181_MARKER: DB = BENCH MARK DISK
 OM0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0181_STAMPING: C 105 1934
 OM0181_MARK LOGO: CGS
 OM0181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0181+STABILITY: SURFACE MOTION
 OM0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0181+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 OM0181
 OM0181  HISTORY     - Date     Condition        Report By
 OM0181  HISTORY     - 1934     MONUMENTED       CGS
 OM0181  HISTORY     - 20000314 GOOD             WIDT
 OM0181  HISTORY     - 20030730 GOOD             USPSQD
 OM0181  HISTORY     - 20050517 GOOD             WIDT
 OM0181  HISTORY     - 20060919 GOOD             USPSQD
 OM0181
 OM0181                          STATION DESCRIPTION
 OM0181
 OM0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0181'0.6 MI N FROM REEDS CORNERS.
 OM0181'0.6 MILES NORTH OF DEPOT ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 OM0181'AND PACIFIC RAILROAD AT ROAD CROSSING, 8 POLES NORTHWEST OF
 OM0181'MILEPOLE 165.  SET IN POST, 50 FEET NORTHWEST OF CENTERLINE
 OM0181'OF ROAD, 38 FEET SOUTHWEST OF CENTERLINE OF THE TRACKS, 2 FEET
 OM0181'NORTHEAST OF FENCE LINE AND ABOUT 18 INCHES BELOW THE TRACKS.
 OM0181
 OM0181                          STATION RECOVERY (2000)
 OM0181
 OM0181'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0181'THE STATION IS LOCATED ABOUT 27.36 KM (17.00 MI) WEST OF FOND DU LAC
 OM0181'AND 6.44 KM (4.00 MI) SOUTH-SOUTHEAST OF RIPON.  OWNERSHIP--TOWN OF
 OM0181'RIPON.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY 44 AND
 OM0181'STATE HIGHWAY 49 WITH STATE HIGHWAY 23 AT THE INTERSECTION OF METOMEN
 OM0181'STREET WITH EAST FOND DU LAC STREET IN THE CITY OF RIPON, GO EAST ON
 OM0181'STATE HIGHWAY 23 FOR 2.74 KM (1.70 MI) TO BRANDON ROAD ON THE RIGHT,
 OM0181'TURN RIGHT AND GO SOUTH ON BRANDON ROAD FOR 2.82 KM (1.75 MI) TO
 OM0181'COUNTY HIGHWAY KK, CONTINUE SOUTH ON BRANDON ROAD FOR 1.61 KM (1.00
 OM0181'MI) TO REEDS CORNER ROAD, TURN RIGHT AND GO WEST ON REEDS CORNER ROAD
 OM0181'FOR 0.24 KM (0.15 MI) TO THE WISCONSIN AND SOUTHERN LIMITED RAILROAD
 OM0181'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE CGS BENCH MARK
 OM0181'DISK STAMPED --C 105 1934-- SET IN THE TOP OF A 23-CM (9-INCH) SQUARE
 OM0181'CONCRETE POST PROJECTING 5 CM ABOVE THE GROUND AND ABOUT 0.5 M (1.6
 OM0181'FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 14.2 M (46.6 FT)
 OM0181'NORTH-NORTHWEST OF THE CENTERLINE OF REEDS CORNER ROAD, 10.5 M (34.4
 OM0181'FT) WEST OF THE WESTERN MOST RAIL OF THE RAILROAD TRACKS, 3.9 M (12.8
 OM0181'FT) NORTH OF POWERPOLE --15-14-3 43/0--. ---NOTE---THIS STATION HAS NO
 OM0181'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 OM0181'EXCEPT FOR OBSTRUCTIONS IN THE SOUTHWEST QUADRANT EXTENDING TO 40
 OM0181'DEGREES ABOVE THE HORIZON AND A POWERPOLE IN THE SOUTH QUADRANT
 OM0181'EXTENDING TO 75 DEGREES ABOVE THE HORIZON.
 OM0181
 OM0181                          STATION RECOVERY (2003)
 OM0181
 OM0181'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0181'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION PROJECTS 6
 OM0181'INCHES ABOVE GROUND LEVEL.
 OM0181
 OM0181                          STATION RECOVERY (2005)
 OM0181
 OM0181'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0181'RECOVERED IN GOOD CONDITION.
 OM0181
 OM0181                          STATION RECOVERY (2006)
 OM0181
 OM0181'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0289 ***********************************************************************
 OM0289  DESIGNATION -  C 107 RESET
 OM0289  PID         -  OM0289
 OM0289  STATE/COUNTY-  WI/JEFFERSON
 OM0289  COUNTRY     -  US
 OM0289  USGS QUAD   -  WATERLOO (2018)
 OM0289
 OM0289                         *CURRENT SURVEY CONTROL
 OM0289  ______________________________________________________________________
 OM0289* NAD 83(1986) POSITION- 43 11 39.     (N) 088 52 37.     (W)   SCALED
 OM0289* NAVD 88 ORTHO HEIGHT -   243.72  (meters)      799.6   (feet) RESET
 OM0289  ______________________________________________________________________
 OM0289  GEOID HEIGHT    -        -34.740 (meters)                     GEOID18
 OM0289  VERT ORDER      -  THIRD
 OM0289
 OM0289.The horizontal coordinates were scaled from a map and have
 OM0289.an estimated accuracy of +/- 6 seconds.
 OM0289
 OM0289.The orthometric height was computed from unverified reset data.
 OM0289
 OM0289.No vertical observational check was made to the station.
 OM0289
 OM0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0289.GEOID18 height accuracy estimate available here.
 OM0289
 OM0289.Click photographs - Photos may exist for this station.
 OM0289
 OM0289;                    North         East    Units  Estimated Accuracy
 OM0289;SPC WI S     -   133,280.      691,280.      MT  (+/- 180 meters Scaled)
 OM0289
 OM0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN474840(NAD 83)
 OM0289
 OM0289                          SUPERSEDED SURVEY CONTROL
 OM0289
 OM0289.No superseded survey control is available for this station.
 OM0289
 OM0289_MARKER: DV = VERTICAL CONTROL DISK
 OM0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0289_SP_SET: BRIDGE
 OM0289_STAMPING: C 107 RESET 1976
 OM0289_MARK LOGO: NGS
 OM0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0289+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 OM0289
 OM0289  HISTORY     - Date     Condition        Report By
 OM0289  HISTORY     - 1976     MONUMENTED       WIHD
 OM0289  HISTORY     - 20040823 GOOD             WIDT
 OM0289  HISTORY     - 20060907 GOOD             USPSQD
 OM0289
 OM0289                          STATION DESCRIPTION
 OM0289
 OM0289'DESCRIBED BY WI HIGHWAY DEPT 1976
 OM0289'AT HUBBLETON.
 OM0289'AT THE EAST EDGE OF HUBBLETON, JEFFERSON COUNTY, AT THE CHICAGO,
 OM0289'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT 300 FOOT BRIDGE
 OM0289'ON STATE HIGHWAY 19, ABOUT 100 FEET NORTH OF TRACK IN THE TOP
 OM0289'OF THE SOUTHWEST WING DIRECTLY ABOVE STRUCTURE NAME PLATE.
 OM0289
 OM0289                          STATION RECOVERY (2004)
 OM0289
 OM0289'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (GRS)
 OM0289'RECOVERED IN GOOD CONDITION AT THE SOUTH END OF THE WEST ABUTMENT FOR
 OM0289'THE STATE HIGHWAY 19 BRIDGE OVER THE CRAWFISH RIVER.
 OM0289
 OM0289                          STATION RECOVERY (2006)
 OM0289
 OM0289'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0289'RECOVERED IN GOOD CODITION.  ADD-- THE STATION IS IN A DRILL HOLE IN
 OM0289'THE TOP OF THE WEST END OF THE SOUTH BRIDGE PARAPET, 2.6 FEET ABOVE
 OM0289'THE HIGHWAY PAVEMENT, 7.6 FEET NORTHEAST OF A --CRAWFISH RIVER-- WOOD
 OM0289'SIGN POST, 4.6 FEET WEST OF A BRIDGE EXPANSION JOINT, AND 0.7 FEET
 OM0289'ABOVE THE BRIDGE NUMBER PLATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0448 ***********************************************************************
 OM0448  DESIGNATION -  C 108
 OM0448  PID         -  OM0448
 OM0448  STATE/COUNTY-  WI/DANE
 OM0448  COUNTRY     -  US
 OM0448  USGS QUAD   -  CROSS PLAINS (2018)
 OM0448
 OM0448                         *CURRENT SURVEY CONTROL
 OM0448  ______________________________________________________________________
 OM0448* NAD 83(1986) POSITION- 43 06 18.9    (N) 089 38 18.3    (W)   HD_HELD2
 OM0448* NAVD 88 ORTHO HEIGHT -   269.303 (meters)      883.54  (feet) ADJUSTED
 OM0448  ______________________________________________________________________
 OM0448  GEOID HEIGHT    -        -34.295 (meters)                     GEOID18
 OM0448  DYNAMIC HEIGHT  -        269.229 (meters)      883.30  (feet) COMP
 OM0448  MODELED GRAVITY -    980,341.6   (mgal)                       NAVD 88
 OM0448
 OM0448  VERT ORDER      -  SECOND    CLASS I
 OM0448
 OM0448.The horizontal coordinates were established by autonomous hand held GPS
 OM0448.observations and have an estimated accuracy of +/- 10 meters.
 OM0448
 OM0448.The orthometric height was determined by differential leveling and
 OM0448.adjusted by the NATIONAL GEODETIC SURVEY
 OM0448.in April 2017.
 OM0448
 OM0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0448.GEOID18 height accuracy estimate available here.
 OM0448
 OM0448.Click photographs - Photos may exist for this station.
 OM0448
 OM0448.The dynamic height is computed by dividing the NAVD 88
 OM0448.geopotential number by the normal gravity value computed on the
 OM0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0448.degrees latitude (g = 980.6199 gals.).
 OM0448
 OM0448.The modeled gravity was interpolated from observed gravity values.
 OM0448
 OM0448;                    North         East    Units  Estimated Accuracy
 OM0448;SPC WI S     -   122,846.      629,432.      MT  (+/- 10 meters HH2 GPS)
 OM0448
 OM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8530975881(NAD 83)
 OM0448
 OM0448                          SUPERSEDED SURVEY CONTROL
 OM0448
 OM0448  NAVD 88 (05/08/12)  269.299  (m)          883.53   (f) SUPERSEDED  2 1
 OM0448  NAVD 88 (04/20/07)  269.283  (m)          883.47   (f) SUPERSEDED  2 1
 OM0448  NAVD 88 (06/15/91)  269.243  (m)          883.34   (f) SUPERSEDED  2 1
 OM0448  NGVD 29 (??/??/92)  269.300  (m)          883.53   (f) ADJ UNCH    2 0
 OM0448
 OM0448.Superseded values are not recommended for survey control.
 OM0448
 OM0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0448.See file dsdata.pdf to determine how the superseded data were derived.
 OM0448
 OM0448_MARKER: DB = BENCH MARK DISK
 OM0448_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0448_SP_SET: BRIDGE ABUTMENT
 OM0448_STAMPING: C 108 1934
 OM0448_MARK LOGO: CGS
 OM0448_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0448+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2015
 OM0448
 OM0448  HISTORY     - Date     Condition        Report By
 OM0448  HISTORY     - 1934     MONUMENTED       CGS
 OM0448  HISTORY     - 2001     GOOD             WIDT
 OM0448  HISTORY     - 20070402 GOOD             WIDT
 OM0448  HISTORY     - 20120702 GOOD             WIDT
 OM0448  HISTORY     - 20151030 GOOD             WIDT
 OM0448
 OM0448                          STATION DESCRIPTION
 OM0448
 OM0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0448'1.3 MI E FROM CROSS PLAINS.
 OM0448'1.3 MILES EAST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0448'PACIFIC RAILROAD AT BRIDGE B-210.  SET IN THE SOUTHWEST END OF
 OM0448'THE SOUTHEAST ABUTMENT, 6.5 FEET SOUTHWEST OF THE CENTER LINE
 OM0448'OF THE TRACK, 4 FEET BELOW RAIL LEVEL.
 OM0448
 OM0448                          STATION RECOVERY (2001)
 OM0448
 OM0448'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0448'THE STATION IS LOCATED ABOUT 21 KM WEST-NORTHWEST OF MADISON, 9 KM
 OM0448'WEST OF MIDDLETON AND ABOUT 1 KM SOUTHEAST OF CROSS PLAINS.
 OM0448'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 OM0448'STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH US HIGHWAY 14 IN THE
 OM0448'CITY OF MIDDLETON, GO WEST ON US HIGHWAY 14 FOR 10.8 KM TO A GRAVEL
 OM0448'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR O.2
 OM0448'KM TO THE WISCONSIN AND SOUTHERN RAILROAD, TURN LEFT AND GO SOUTHEAST
 OM0448'ALONG THE RAILS FOR 0.2 KM TO THE STATION ON THE RIGHT.  THE STATION
 OM0448'IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE
 OM0448'TOP OF THE SOUTHWEST END OF THE EAST ABUTMENT OF A SMALL BRIDGE OVER
 OM0448'BLACK EARTH CREEK AND IS ABOUT 1 M BELOW THE RAILS.  THE STATION IS
 OM0448'2.2 M SOUTHWEST OF THE CENTERLINE OF THE RAILROAD, 0.2 M SOUTHEAST OF
 OM0448'THE WEST FACE OF THE ABUTMENT.    ---NOTE---THIS STATION IS NOT
 OM0448'SUITABLE FOR GPS OBSERVATIONS DUE TO OBSTRUCTIONS EXTENDING HIGHER
 OM0448'THAN 25 DEGREES IN THE SOUTH, EAST, AND THE WEST QUADRANTS.
 OM0448
 OM0448                          STATION RECOVERY (2007)
 OM0448
 OM0448'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM0448'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- TO
 OM0448'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 (MAIN STREET)
 OM0448'WITH COUNTY HIGHWAY P (CHURCH STREET) ON THE EAST SIDE OF THE VILLAGE
 OM0448'OF CROSS PLAINS, GO SOUTHEAST ON US HIGHWAY 14 FOR 0.51 MILE TO GRAVEL
 OM0448'PRIVATE ENTRANCE --8399-- RIGHT, TURN RIGHT AND GO SOUTHWEST ON THE
 OM0448'GRAVEL ENTRANCE FOR 0.11 MILE TO A RAILROAD TRACK,
 OM0448'TURN LEFT AND GO SOUTHEAST ALONG THE RAILROAD TRACK FOR 188 M TO A
 OM0448'BRIDGE OVER BLACK EARTH CREEK AND THE STATION ON THE RIGHT.  ADD-- THE
 OM0448'STATION IS 1.6 M NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 OM0448
 OM0448                          STATION RECOVERY (2012)
 OM0448
 OM0448'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 OM0448'RECOVERED AS DESCRIBED.
 OM0448
 OM0448                          STATION RECOVERY (2015)
 OM0448
 OM0448'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 OM0448'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0468 ***********************************************************************
 OM0468  DESIGNATION -  C 109
 OM0468  PID         -  OM0468
 OM0468  STATE/COUNTY-  WI/SAUK
 OM0468  COUNTRY     -  US
 OM0468  USGS QUAD   -  SAUK CITY (2018)
 OM0468
 OM0468                         *CURRENT SURVEY CONTROL
 OM0468  ______________________________________________________________________
 OM0468* NAD 83(1986) POSITION- 43 16 24.     (N) 089 43 33.     (W)   SCALED
 OM0468* NAVD 88 ORTHO HEIGHT -   229.594 (meters)      753.26  (feet) ADJUSTED
 OM0468  ______________________________________________________________________
 OM0468  GEOID HEIGHT    -        -34.664 (meters)                     GEOID18
 OM0468  DYNAMIC HEIGHT  -        229.536 (meters)      753.07  (feet) COMP
 OM0468  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 OM0468
 OM0468  VERT ORDER      -  SECOND    CLASS 0
 OM0468
 OM0468.The horizontal coordinates were scaled from a map and have
 OM0468.an estimated accuracy of +/- 6 seconds.
 OM0468
 OM0468.The orthometric height was determined by differential leveling and
 OM0468.adjusted by the NATIONAL GEODETIC SURVEY
 OM0468.in June 1991.
 OM0468
 OM0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0468.GEOID18 height accuracy estimate available here.
 OM0468
 OM0468.Click photographs - Photos may exist for this station.
 OM0468
 OM0468.The dynamic height is computed by dividing the NAVD 88
 OM0468.geopotential number by the normal gravity value computed on the
 OM0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0468.degrees latitude (g = 980.6199 gals.).
 OM0468
 OM0468.The modeled gravity was interpolated from observed gravity values.
 OM0468
 OM0468;                    North         East    Units  Estimated Accuracy
 OM0468;SPC WI S     -   141,490.      622,260.      MT  (+/- 180 meters Scaled)
 OM0468
 OM0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN788947(NAD 83)
 OM0468
 OM0468                          SUPERSEDED SURVEY CONTROL
 OM0468
 OM0468  NGVD 29 (??/??/92)  229.648  (m)          753.44   (f) ADJ UNCH    2 0
 OM0468
 OM0468.Superseded values are not recommended for survey control.
 OM0468
 OM0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0468.See file dsdata.pdf to determine how the superseded data were derived.
 OM0468
 OM0468_MARKER: DB = BENCH MARK DISK
 OM0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0468_SP_SET: WATER TANK FOUNDATION
 OM0468_STAMPING: C 109 1934
 OM0468_MARK LOGO: CGS
 OM0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0468
 OM0468  HISTORY     - Date     Condition        Report By
 OM0468  HISTORY     - 1934     MONUMENTED       CGS
 OM0468
 OM0468                          STATION DESCRIPTION
 OM0468
 OM0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0468'AT SAUK CITY.
 OM0468'AT THE CITY WATER TANK, ABOUT 300 FEET SOUTHWEST OF THE DEPOT.
 OM0468'SET IN THE SOUTH SIDE OF THE WEST CONCRETE PEDESTAL STONE, 1.5
 OM0468'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1307 ***********************************************************************
 OM1307  DESIGNATION -  C 109 RESET
 OM1307  PID         -  OM1307
 OM1307  STATE/COUNTY-  WI/SAUK
 OM1307  COUNTRY     -  US
 OM1307  USGS QUAD   -  SAUK CITY (2018)
 OM1307
 OM1307                         *CURRENT SURVEY CONTROL
 OM1307  ______________________________________________________________________
 OM1307* NAD 83(1986) POSITION- 43 16 24.     (N) 089 43 32.     (W)   SCALED
 OM1307* NAVD 88 ORTHO HEIGHT -   229.07  (+/-2cm)      751.5   (feet) VERTCON3
 OM1307  ______________________________________________________________________
 OM1307  GEOID HEIGHT    -        -34.664 (meters)                     GEOID18
 OM1307  VERT ORDER      -  THIRD (See Below)
 OM1307
 OM1307.The horizontal coordinates were scaled from a map and have
 OM1307.an estimated accuracy of +/- 6 seconds.
 OM1307
 OM1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1307
 OM1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1307.GEOID18 height accuracy estimate available here.
 OM1307
 OM1307.The vertical order pertains to the NGVD 29 superseded value.
 OM1307
 OM1307.Click photographs - Photos may exist for this station.
 OM1307
 OM1307;                    North         East    Units  Estimated Accuracy
 OM1307;SPC WI S     -   141,490.      622,280.      MT  (+/- 180 meters Scaled)
 OM1307
 OM1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN788947(NAD 83)
 OM1307
 OM1307                          SUPERSEDED SURVEY CONTROL
 OM1307
 OM1307  NGVD 29 (07/09/15)  229.13   (m)          751.7    (f) RESET       3  
 OM1307
 OM1307.Superseded values are not recommended for survey control.
 OM1307
 OM1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1307.See file dsdata.pdf to determine how the superseded data were derived.
 OM1307
 OM1307_MARKER: DV = VERTICAL CONTROL DISK
 OM1307_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OM1307+WITH SETTING: PAVEMENT
 OM1307_SP_SET: STREET LIGHT BASE
 OM1307_STAMPING: C 109 RESET 1981
 OM1307_MARK LOGO: NGS
 OM1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1307+STABILITY: SURFACE MOTION
 OM1307
 OM1307  HISTORY     - Date     Condition        Report By
 OM1307  HISTORY     - 1981     MONUMENTED       NGS
 OM1307
 OM1307                          STATION DESCRIPTION
 OM1307
 OM1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OM1307'IN SAUK CITY, 24 FEET (7.3 M) EAST OF THE CENTERLINE OF MADISON
 OM1307'STREET, 25 FEET (7.6 M) SOUTH OF THE CENTERLINE OF VAN BUREN STREET,
 OM1307'ABOUT 4 INCHES ABOVE SIDEWALK, IN THE TOP AND SOUTHWEST SIDE OF THE
 OM1307'ROUND CONCRETE BASE OF A STREET LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO0033 ***********************************************************************
 QO0033  DESIGNATION -  C 11
 QO0033  PID         -  QO0033
 QO0033  STATE/COUNTY-  WI/POLK
 QO0033  COUNTRY     -  US
 QO0033  USGS QUAD   -  AMERY (2018)
 QO0033
 QO0033                         *CURRENT SURVEY CONTROL
 QO0033  ______________________________________________________________________
 QO0033* NAD 83(1986) POSITION- 45 15 09.22   (N) 092 16 19.63   (W)   HD_HELD1
 QO0033* NAVD 88 ORTHO HEIGHT -   366.213 (meters)     1201.48  (feet) ADJUSTED
 QO0033  ______________________________________________________________________
 QO0033  GEOID HEIGHT    -        -30.083 (meters)                     GEOID18
 QO0033  DYNAMIC HEIGHT  -        366.169 (meters)     1201.34  (feet) COMP
 QO0033  MODELED GRAVITY -    980,485.2   (mgal)                       NAVD 88
 QO0033
 QO0033  VERT ORDER      -  SECOND    CLASS I
 QO0033
 QO0033.The horizontal coordinates were determined by differentially corrected
 QO0033.hand held GPS observations or other comparable positioning techniques
 QO0033.and have an estimated accuracy of +/- 3 meters.
 QO0033
 QO0033.The orthometric height was determined by differential leveling and
 QO0033.adjusted by the WI DEPT OF TRANSP
 QO0033.in May 2012.
 QO0033
 QO0033.No vertical observational check was made to the station.
 QO0033
 QO0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0033.GEOID18 height accuracy estimate available here.
 QO0033
 QO0033.Click photographs - Photos may exist for this station.
 QO0033
 QO0033.The dynamic height is computed by dividing the NAVD 88
 QO0033.geopotential number by the normal gravity value computed on the
 QO0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0033.degrees latitude (g = 980.6199 gals.).
 QO0033
 QO0033.The modeled gravity was interpolated from observed gravity values.
 QO0033
 QO0033;                    North         East    Units  Estimated Accuracy
 QO0033;SPC WI C     -   160,201.0     421,669.4     MT  (+/- 3 meters HH1 GPS) 
 QO0033
 QO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5711511265(NAD 83)
 QO0033
 QO0033                          SUPERSEDED SURVEY CONTROL
 QO0033
 QO0033  NAVD 88 (06/15/91)  366.216  (m)         1201.49   (f) SUPERSEDED  1 2
 QO0033  NGVD 29 (??/??/92)  366.167  (m)         1201.33   (f) ADJ UNCH    1 2
 QO0033
 QO0033.Superseded values are not recommended for survey control.
 QO0033
 QO0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0033.See file dsdata.pdf to determine how the superseded data were derived.
 QO0033
 QO0033_MARKER: DB = BENCH MARK DISK
 QO0033_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO0033+WITH SETTING: PAVEMENT
 QO0033_SP_SET: FOOTING
 QO0033_STAMPING: C 11 1933
 QO0033_MARK LOGO: CGS
 QO0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0033+STABILITY: SURFACE MOTION
 QO0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0033+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 QO0033
 QO0033  HISTORY     - Date     Condition        Report By
 QO0033  HISTORY     - 1933     MONUMENTED       CGS
 QO0033  HISTORY     - 1935     GOOD             CGS
 QO0033  HISTORY     - 1980     GOOD             NGS
 QO0033  HISTORY     - 20051113 GOOD             USPSQD
 QO0033  HISTORY     - 20071010 GOOD             WIDT
 QO0033
 QO0033                          STATION DESCRIPTION
 QO0033
 QO0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QO0033'IN CLEAR LAKE.
 QO0033'AT THE CITY WATER TANK, ACROSS THE TRACK FROM THE DEPOT.  IN THE
 QO0033'SOUTHEAST CORNER OF THE CONCRETE FOOTING OF THE EAST LEG OF TANK. 56.4
 QO0033'FEET NORTHWEST OF THE NORTHWEST RAIL 48 FEET NORTHEAST OF THE EAST
 QO0033'CORNER OF THE PUMP HOUSE, ABOUT 5 FEET ABOVE THE TOP OF THE RAIL. 0.3
 QO0033'MILE NORTHEAST OF MILEPOST 30.
 QO0033
 QO0033                          STATION RECOVERY (1935)
 QO0033
 QO0033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 QO0033'RECOVERED IN GOOD CONDITION.
 QO0033
 QO0033                          STATION RECOVERY (1980)
 QO0033
 QO0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0033'RECOVERED IN GOOD CONDITION.
 QO0033
 QO0033                          STATION RECOVERY (2005)
 QO0033
 QO0033'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO0033'RECOVERED IN GOOD CONDITION.  NOTE-- THE WATER TOWER WAS REPLACED IN
 QO0033'1980 BUT THE FOUNDATION OF THE OLD TANK REMAINS.  THE DEPOT IS NO
 QO0033'LONGER PRESENT.  ADD-- THE STATION IS 8.6 M SOUTHWEST OF POWER POLE
 QO0033'--4GG12-- WITH FOUR TRANSFORMERS, 7.7 M NORTH OF A WARNING SIREN
 QO0033'TOWER, AND 1.4 M SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SQUARE
 QO0033'BLUE CINDER BLOCK BUILDING LOCATED SOUTH OF THE NEW WATER TOWER.
 QO0033
 QO0033                          STATION RECOVERY (2007)
 QO0033
 QO0033'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO0033'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0005 ***********************************************************************
 NJ0005  DESIGNATION -  C 110
 NJ0005  PID         -  NJ0005
 NJ0005  STATE/COUNTY-  WI/IOWA
 NJ0005  COUNTRY     -  US
 NJ0005  USGS QUAD   -  MONTFORT (2018)
 NJ0005
 NJ0005                         *CURRENT SURVEY CONTROL
 NJ0005  ______________________________________________________________________
 NJ0005* NAD 83(1986) POSITION- 42 53 08.     (N) 090 24 51.     (W)   SCALED
 NJ0005* NAVD 88 ORTHO HEIGHT -   348.086 (meters)     1142.01  (feet) ADJUSTED
 NJ0005  ______________________________________________________________________
 NJ0005  GEOID HEIGHT    -        -33.119 (meters)                     GEOID18
 NJ0005  DYNAMIC HEIGHT  -        347.983 (meters)     1141.67  (feet) COMP
 NJ0005  MODELED GRAVITY -    980,313.9   (mgal)                       NAVD 88
 NJ0005
 NJ0005  VERT ORDER      -  SECOND    CLASS 0
 NJ0005
 NJ0005.The horizontal coordinates were scaled from a map and have
 NJ0005.an estimated accuracy of +/- 6 seconds.
 NJ0005
 NJ0005.The orthometric height was determined by differential leveling and
 NJ0005.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0005.in June 1991.
 NJ0005
 NJ0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0005.GEOID18 height accuracy estimate available here.
 NJ0005
 NJ0005.Click photographs - Photos may exist for this station.
 NJ0005
 NJ0005.The dynamic height is computed by dividing the NAVD 88
 NJ0005.geopotential number by the normal gravity value computed on the
 NJ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0005.degrees latitude (g = 980.6199 gals.).
 NJ0005
 NJ0005.The modeled gravity was interpolated from observed gravity values.
 NJ0005
 NJ0005;                    North         East    Units  Estimated Accuracy
 NJ0005;SPC WI S     -    98,460.      566,170.      MT  (+/- 180 meters Scaled)
 NJ0005
 NJ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH111513(NAD 83)
 NJ0005
 NJ0005                          SUPERSEDED SURVEY CONTROL
 NJ0005
 NJ0005  NGVD 29 (??/??/92)  348.167  (m)         1142.28   (f) ADJ UNCH    2 0
 NJ0005
 NJ0005.Superseded values are not recommended for survey control.
 NJ0005
 NJ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0005.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0005
 NJ0005_MARKER: DB = BENCH MARK DISK
 NJ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0005_STAMPING: C 110 1934
 NJ0005_MARK LOGO: CGS
 NJ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0005+STABILITY: SURFACE MOTION
 NJ0005
 NJ0005  HISTORY     - Date     Condition        Report By
 NJ0005  HISTORY     - 1934     MONUMENTED       CGS
 NJ0005  HISTORY     - 20040424 MARK NOT FOUND   JCLS
 NJ0005
 NJ0005                          STATION DESCRIPTION
 NJ0005
 NJ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0005'1.5 MI S FROM LIVINGSTON.
 NJ0005'IN IOWA COUNTY, ABOUT 1.5 MILES SOUTH ALONG THE CHICAGO AND NORTH
 NJ0005'WESTERN RAILWAY FROM THE STATION AT LIVINGSTON, GRANT COUNTY, AT
 NJ0005'A ROAD CROSSING, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NJ0005'20 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 NJ0005'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 110 1934 AND
 NJ0005'SET IN THE TOP OF A CONCRETE POST.
 NJ0005
 NJ0005                          STATION RECOVERY (2004)
 NJ0005
 NJ0005'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NJ0005'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0028 ***********************************************************************
 NJ0028  DESIGNATION -  C 111
 NJ0028  PID         -  NJ0028
 NJ0028  STATE/COUNTY-  WI/LAFAYETTE
 NJ0028  COUNTRY     -  US
 NJ0028  USGS QUAD   -  CUBA CITY (2018)
 NJ0028
 NJ0028                         *CURRENT SURVEY CONTROL
 NJ0028  ______________________________________________________________________
 NJ0028* NAD 83(1986) POSITION- 42 34 20.4    (N) 090 24 23.0    (W)   HD_HELD2
 NJ0028* NAVD 88 ORTHO HEIGHT -   296.955 (meters)      974.26  (feet) ADJUSTED
 NJ0028  ______________________________________________________________________
 NJ0028  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 NJ0028  DYNAMIC HEIGHT  -        296.862 (meters)      973.95  (feet) COMP
 NJ0028  MODELED GRAVITY -    980,301.7   (mgal)                       NAVD 88
 NJ0028
 NJ0028  VERT ORDER      -  SECOND    CLASS I
 NJ0028
 NJ0028.The horizontal coordinates were established by autonomous hand held GPS
 NJ0028.observations and have an estimated accuracy of +/- 10 meters.
 NJ0028
 NJ0028.The orthometric height was determined by differential leveling and
 NJ0028.adjusted by the WI DEPT OF TRANSP
 NJ0028.in May 2012.
 NJ0028
 NJ0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0028.GEOID18 height accuracy estimate available here.
 NJ0028
 NJ0028.Click photographs - Photos may exist for this station.
 NJ0028
 NJ0028.The dynamic height is computed by dividing the NAVD 88
 NJ0028.geopotential number by the normal gravity value computed on the
 NJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0028.degrees latitude (g = 980.6199 gals.).
 NJ0028
 NJ0028.The modeled gravity was interpolated from observed gravity values.
 NJ0028
 NJ0028;                    North         East    Units  Estimated Accuracy
 NJ0028;SPC WI S     -    63,663.      566,633.      MT  (+/- 10 meters HH2 GPS)
 NJ0028
 NJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1286716585(NAD 83)
 NJ0028
 NJ0028                          SUPERSEDED SURVEY CONTROL
 NJ0028
 NJ0028  NAVD 88 (04/20/07)  296.949  (m)          974.24   (f) SUPERSEDED  2 1
 NJ0028  NAVD 88 (06/15/91)  296.965  (m)          974.29   (f) SUPERSEDED  2 0
 NJ0028  NGVD 29 (??/??/92)  297.027  (m)          974.50   (f) ADJ UNCH    2 0
 NJ0028
 NJ0028.Superseded values are not recommended for survey control.
 NJ0028
 NJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0028.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0028
 NJ0028_MARKER: DB = BENCH MARK DISK
 NJ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0028_STAMPING: C 111 1934
 NJ0028_MARK LOGO: CGS
 NJ0028_PROJECTION: PROJECTING 25 CENTIMETERS
 NJ0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0028+STABILITY: SURFACE MOTION
 NJ0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0028+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2007
 NJ0028
 NJ0028  HISTORY     - Date     Condition        Report By
 NJ0028  HISTORY     - 1934     MONUMENTED       CGS
 NJ0028  HISTORY     - 19981118 GOOD             USPSQD
 NJ0028  HISTORY     - 20020730 GOOD             WIDT
 NJ0028  HISTORY     - 20070925 GOOD             WIDT
 NJ0028
 NJ0028                          STATION DESCRIPTION
 NJ0028
 NJ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0028'1.2 MI W FROM BENTON.
 NJ0028'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 11 FROM THE MUNICIPAL
 NJ0028'BUILDING AT BENTON, LAFAYETTE  COUNTY, AT THE JUNCTION OF A
 NJ0028'SIDE ROAD LEADING SOUTH, 36 FEET EAST OF THE CENTER LINE OF
 NJ0028'THE SIDE ROAD, 36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NJ0028'9 FEET EAST OF A FENCE CORNER, AND ABOUT 1 FOOT HIGHER THAN
 NJ0028'THE ROADWAY.  A STANDARD DISK, STAMPED C 111 1934 AND SET IN
 NJ0028'THE TOP OF A CONCRETE POST.
 NJ0028
 NJ0028                          STATION RECOVERY (1998)
 NJ0028
 NJ0028'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0028'RECOVERED IN GOOD CONDITION.
 NJ0028
 NJ0028                          STATION RECOVERY (2002)
 NJ0028
 NJ0028'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 NJ0028'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 NJ0028'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 80
 NJ0028'ABOUT 2.5 MI (4.02 KM) SOUTH OF THE CITY OF CUBA CITY, GO EAST ON
 NJ0028'STATE HIGHWAY 11 FOR 1.4 MI (2.25 KM) TO WHALEY ROAD AND THE STATION
 NJ0028'ON THE RIGHT.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 NJ0028'BENCH MARK DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 NJ0028'PROJECTING 25-CM ABOVE THE GROUND AND ABOUT 1 M (3.3 FT) ABOVE THE
 NJ0028'PAVEMENT.  THE STATION IS 11.2 M (36.7 FT) SOUTH OF THE CENTERLINE OF
 NJ0028'STATE HIGHWAY 11, 14.6 M (36.1 FT) EAST OF THE CENTERLINE OF WHALEY
 NJ0028'ROAD, 10 M (32.8 FT) WEST OF THE EXTENDED CENTERLINE OF PE --30000--,
 NJ0028'7.1 M (23.3 FT) EAST-NORTHEAST OF TELEPHONE PEDESTAL --1397--, 0.2 M
 NJ0028'(0.7 FT) WEST OF A METAL WITNESS POST.  ---NOTE---THIS STATION HAS NO
 NJ0028'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 NJ0028'HORIZON.
 NJ0028
 NJ0028                          STATION RECOVERY (2007)
 NJ0028
 NJ0028'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 NJ0028'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M NORTH OF A
 NJ0028'METAL POST AND 0.8 M EAST AND 0.8 M WEST OF TWO WHITE PLASTIC WITNESS
 NJ0028'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0753 ***********************************************************************
 NH0753  DESIGNATION -  C 112
 NH0753  PID         -  NH0753
 NH0753  STATE/COUNTY-  WI/GREEN
 NH0753  COUNTRY     -  US
 NH0753  USGS QUAD   -  BROWNTOWN (2018)
 NH0753
 NH0753                         *CURRENT SURVEY CONTROL
 NH0753  ______________________________________________________________________
 NH0753* NAD 83(1986) POSITION- 42 34 40.     (N) 089 45 03.     (W)   SCALED
 NH0753* NAVD 88 ORTHO HEIGHT -   268.749 (meters)      881.72  (feet) ADJUSTED
 NH0753  ______________________________________________________________________
 NH0753  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 NH0753  DYNAMIC HEIGHT  -        268.664 (meters)      881.44  (feet) COMP
 NH0753  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 NH0753
 NH0753  VERT ORDER      -  SECOND    CLASS 0
 NH0753
 NH0753.The horizontal coordinates were scaled from a map and have
 NH0753.an estimated accuracy of +/- 6 seconds.
 NH0753
 NH0753.The orthometric height was determined by differential leveling and
 NH0753.adjusted by the NATIONAL GEODETIC SURVEY
 NH0753.in June 1991.
 NH0753
 NH0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0753.GEOID18 height accuracy estimate available here.
 NH0753
 NH0753.Click photographs - Photos may exist for this station.
 NH0753
 NH0753.The dynamic height is computed by dividing the NAVD 88
 NH0753.geopotential number by the normal gravity value computed on the
 NH0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0753.degrees latitude (g = 980.6199 gals.).
 NH0753
 NH0753.The modeled gravity was interpolated from observed gravity values.
 NH0753
 NH0753;                    North         East    Units  Estimated Accuracy
 NH0753;SPC WI S     -    64,220.      620,460.      MT  (+/- 180 meters Scaled)
 NH0753
 NH0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN742175(NAD 83)
 NH0753
 NH0753                          SUPERSEDED SURVEY CONTROL
 NH0753
 NH0753  NGVD 29 (??/??/92)  268.837  (m)          882.01   (f) ADJ UNCH    2 0
 NH0753
 NH0753.Superseded values are not recommended for survey control.
 NH0753
 NH0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0753.See file dsdata.pdf to determine how the superseded data were derived.
 NH0753
 NH0753_MARKER: DB = BENCH MARK DISK
 NH0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0753_SP_SET: BRIDGE HEADWALL
 NH0753_STAMPING: C 112 1934
 NH0753_MARK LOGO: CGS
 NH0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0753
 NH0753  HISTORY     - Date     Condition        Report By
 NH0753  HISTORY     - 1934     MONUMENTED       CGS
 NH0753  HISTORY     - 20010303 MARK NOT FOUND   NGS
 NH0753
 NH0753                          STATION DESCRIPTION
 NH0753
 NH0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0753'2.3 MI E FROM BROWNTOWN.
 NH0753'2.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NH0753'RAILROAD TO BRIDGE 81.  SET IN THE EAST END OF THE SOUTH
 NH0753'HEADWALL, 2 FEET BELOW RAIL LEVEL.
 NH0753
 NH0753                          STATION RECOVERY (2001)
 NH0753
 NH0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0753'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1713 ***********************************************************************
 NH1713  DESIGNATION -  C 113 RESET
 NH1713  PID         -  NH1713
 NH1713  STATE/COUNTY-  WI/GREEN
 NH1713  COUNTRY     -  US
 NH1713  USGS QUAD   -  MONROE (2018)
 NH1713
 NH1713                         *CURRENT SURVEY CONTROL
 NH1713  ______________________________________________________________________
 NH1713* NAD 83(1986) POSITION- 42 36 35.     (N) 089 38 12.     (W)   SCALED
 NH1713* NAVD 88 ORTHO HEIGHT -   318.55  (meters)     1045.1   (feet) RESET
 NH1713  ______________________________________________________________________
 NH1713  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 NH1713  VERT ORDER      -  THIRD
 NH1713
 NH1713.The horizontal coordinates were scaled from a map and have
 NH1713.an estimated accuracy of +/- 6 seconds.
 NH1713
 NH1713.The orthometric height was computed from unverified reset data.
 NH1713
 NH1713.No vertical observational check was made to the station.
 NH1713
 NH1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1713.GEOID18 height accuracy estimate available here.
 NH1713
 NH1713.Click photographs - Photos may exist for this station.
 NH1713
 NH1713;                    North         East    Units  Estimated Accuracy
 NH1713;SPC WI S     -    67,800.      629,810.      MT  (+/- 180 meters Scaled)
 NH1713
 NH1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN837208(NAD 83)
 NH1713
 NH1713                          SUPERSEDED SURVEY CONTROL
 NH1713
 NH1713  NGVD 29 (07/09/15)  318.63   (m)         1045.4    (f) RESET       3  
 NH1713
 NH1713.Superseded values are not recommended for survey control.
 NH1713
 NH1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1713.See file dsdata.pdf to determine how the superseded data were derived.
 NH1713
 NH1713_MARKER: DV = VERTICAL CONTROL DISK
 NH1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1713_STAMPING: C 113 RESET 1983
 NH1713_MARK LOGO: NGS
 NH1713_PROJECTION: FLUSH
 NH1713_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1713+STABILITY: SURFACE MOTION
 NH1713
 NH1713  HISTORY     - Date     Condition        Report By
 NH1713  HISTORY     - 1983     MONUMENTED       LOCENG
 NH1713  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1713
 NH1713                          STATION DESCRIPTION
 NH1713
 NH1713'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 NH1713'IN MONROE, NEAR THE ILLINOIS CENTRAL RAILROAD TRACKS, 68.0 FEET
 NH1713'(20.7 M) EASTERLY OF A FIRE HYDRANT, AND 13.8 FEET (4.2 M) SOUTHWEST
 NH1713'OF SOUTHWEST CORNER OF CITY OF MONROE WELL BLDG. NO. 5, IN A CONCRETE
 NH1713'POST FLUSH WITH THE GROUND.
 NH1713
 NH1713                          STATION RECOVERY (2001)
 NH1713
 NH1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1713'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA3520 ***********************************************************************
 AA3520  DESIGNATION -  C 115 RESET
 AA3520  PID         -  AA3520
 AA3520  STATE/COUNTY-  WI/WALWORTH
 AA3520  COUNTRY     -  US
 AA3520  USGS QUAD   -  ELKHORN (2018)
 AA3520
 AA3520                         *CURRENT SURVEY CONTROL
 AA3520  ______________________________________________________________________
 AA3520* NAD 83(1986) POSITION- 42 41 04.     (N) 088 32 30.     (W)   SCALED
 AA3520* NAVD 88 ORTHO HEIGHT -   309.29  (+/-2cm)     1014.7   (feet) VERTCON3
 AA3520  ______________________________________________________________________
 AA3520  GEOID HEIGHT    -        -34.064 (meters)                     GEOID18
 AA3520  VERT ORDER      -  THIRD (See Below)
 AA3520
 AA3520.The horizontal coordinates were scaled from a map and have
 AA3520.an estimated accuracy of +/- 6 seconds.
 AA3520
 AA3520.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3520
 AA3520.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3520.GEOID18 height accuracy estimate available here.
 AA3520
 AA3520.The vertical order pertains to the NGVD 29 superseded value.
 AA3520
 AA3520.Click photographs - Photos may exist for this station.
 AA3520
 AA3520;                    North         East    Units  Estimated Accuracy
 AA3520;SPC WI S     -    77,080.      719,520.      MT  (+/- 180 meters Scaled)
 AA3520
 AA3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN736269(NAD 83)
 AA3520
 AA3520                          SUPERSEDED SURVEY CONTROL
 AA3520
 AA3520  NGVD 29 (07/09/15)  309.35   (m)         1014.9    (f) RESET       3  
 AA3520
 AA3520.Superseded values are not recommended for survey control.
 AA3520
 AA3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3520.See file dsdata.pdf to determine how the superseded data were derived.
 AA3520
 AA3520_MARKER: DV = VERTICAL CONTROL DISK
 AA3520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3520_STAMPING: C 115 RESET 1978
 AA3520_MARK LOGO: NGS
 AA3520_PROJECTION: FLUSH
 AA3520_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3520+STABILITY: SURFACE MOTION
 AA3520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3520+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2002
 AA3520
 AA3520  HISTORY     - Date     Condition        Report By
 AA3520  HISTORY     - 1978     MONUMENTED       NGS
 AA3520  HISTORY     - 20020704 GOOD             INDIV
 AA3520  HISTORY     - 20060806 MARK NOT FOUND   USPSQD
 AA3520
 AA3520                          STATION DESCRIPTION
 AA3520
 AA3520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AA3520'AT THE NORTH EDGE OF ELKHORN, AT THE JUNCTION OF STATE HIGHWAY 67 AND
 AA3520'LINCOLN STREET, 30 FEET (9.1 M) SOUTH OF THE CENTERLINE OF THE SOUTH
 AA3520'ENTRANCE TO THE OPITE CHEVROLET AGENCY, 26.5 FEET (8.1 M) EAST OF THE
 AA3520'CENTERLINE OF LINCOLN STREET AND 2 FEET (0.6 M) NORTH OF A POWER POLE,
 AA3520'SET FLUSH WITH THE GROUND AND ABOUT 1 FOOT (0.3 M) HIGHER THAN THE
 AA3520'STREET.
 AA3520
 AA3520                          STATION RECOVERY (2002)
 AA3520
 AA3520'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JOG)
 AA3520'BENCHMARK RECOVERED IN GOOD CONDITION.
 AA3520
 AA3520                          STATION RECOVERY (2006)
 AA3520
 AA3520'RECOVERY NOTE BY US POWER SQUADRON 2006
 AA3520'THE STATION WAS NOT RECOVERED.  THE INTERSECTION HAS CHANGED, THE
 AA3520'CHEVOLET AGENCY IS NO LONGER PRESENT, AND THE POWER POLES HAVE BEEN
 AA3520'RELOCATED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0300 ***********************************************************************
 NG0300  DESIGNATION -  C 116
 NG0300  PID         -  NG0300
 NG0300  STATE/COUNTY-  WI/RACINE
 NG0300  COUNTRY     -  US
 NG0300  USGS QUAD   -  STURTEVANT (2018)
 NG0300
 NG0300                         *CURRENT SURVEY CONTROL
 NG0300  ______________________________________________________________________
 NG0300* NAD 83(1986) POSITION- 42 42 12.18   (N) 087 52 47.83   (W)   HD_HELD1
 NG0300* NAVD 88 ORTHO HEIGHT -   206.616 (meters)      677.87  (feet) ADJUSTED
 NG0300  ______________________________________________________________________
 NG0300  GEOID HEIGHT    -        -34.755 (meters)                     GEOID18
 NG0300  DYNAMIC HEIGHT  -        206.554 (meters)      677.67  (feet) COMP
 NG0300  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 NG0300
 NG0300  VERT ORDER      -  FIRST     CLASS 0
 NG0300
 NG0300.The horizontal coordinates were determined by differentially corrected
 NG0300.hand held GPS observations or other comparable positioning techniques
 NG0300.and have an estimated accuracy of +/- 3 meters.
 NG0300
 NG0300.The orthometric height was determined by differential leveling and
 NG0300.adjusted by the NATIONAL GEODETIC SURVEY
 NG0300.in June 1991.
 NG0300
 NG0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0300.GEOID18 height accuracy estimate available here.
 NG0300
 NG0300.Click photographs - Photos may exist for this station.
 NG0300
 NG0300.The dynamic height is computed by dividing the NAVD 88
 NG0300.geopotential number by the normal gravity value computed on the
 NG0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0300.degrees latitude (g = 980.6199 gals.).
 NG0300
 NG0300.The modeled gravity was interpolated from observed gravity values.
 NG0300
 NG0300;                    North         East    Units  Estimated Accuracy
 NG0300;SPC WI S     -    80,348.1     773,682.3     MT  (+/- 3 meters HH1 GPS) 
 NG0300
 NG0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2793228252(NAD 83)
 NG0300
 NG0300                          SUPERSEDED SURVEY CONTROL
 NG0300
 NG0300  NGVD 29 (??/??/92)  206.698  (m)          678.14   (f) ADJ UNCH    1 0
 NG0300
 NG0300.Superseded values are not recommended for survey control.
 NG0300
 NG0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0300.See file dsdata.pdf to determine how the superseded data were derived.
 NG0300
 NG0300_MARKER: DB = BENCH MARK DISK
 NG0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0300_STAMPING: C 116 1934
 NG0300_MARK LOGO: CGS
 NG0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0300+STABILITY: SURFACE MOTION
 NG0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0300+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2006
 NG0300
 NG0300  HISTORY     - Date     Condition        Report By
 NG0300  HISTORY     - 1934     MONUMENTED       CGS
 NG0300  HISTORY     - 1972     GOOD             NGS
 NG0300  HISTORY     - 1990     GOOD             USPSQD
 NG0300  HISTORY     - 20060708 GOOD             USPSQD
 NG0300
 NG0300                          STATION DESCRIPTION
 NG0300
 NG0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0300'1.3 MI E FROM STURTEVANT.
 NG0300'ABOUT 1.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 NG0300'CHICAGO RAILROAD FROM THE STATION AT STURTEVANT, INSIDE THE
 NG0300'SOUTHEAST CORNER OF THE CHAIN LINK FENCE AROUND THE JOHNSON WAX
 NG0300'PLANT, 57 1/2 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF
 NG0300'STUART ROAD, 54 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 NG0300'27.5 FEET NORTH OF THE NORTH RAIL, 19.9 FEET WEST-NORTHWEST OF
 NG0300'THE FENCE CORNER, 5.9 FEET NORTH OF AN EAST-WEST FENCE LINE,
 NG0300'ABOUT 3 1/2 RAILS WEST OF THE CROSSING OF THE CHICAGO AND NORTH
 NG0300'WESTERN RAILWAY, 2 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE
 NG0300'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 NG0300'THE GROUND.  NOTE-- THE POST HAS BEEN CHIPPED ON THE SOUTHEAST
 NG0300'CORNER BUT STILL SOLID IN THE GROUND.  SEC 22, T3N, R22E.
 NG0300
 NG0300                          STATION RECOVERY (1990)
 NG0300
 NG0300'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0300'RECOVERED IN GOOD CONDITION.
 NG0300
 NG0300                          STATION RECOVERY (2006)
 NG0300
 NG0300'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0300'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS 92
 NG0300'FEET SOUTH OF AND OUTSIDE THE CHAIN LINK FENCE AROUND THE SC JOHNSON
 NG0300'COMPANY, 27.5 FEET NORTH OF THE CENTERLINE OF AN ABANDONED EAST-WEST
 NG0300'RAILROAD GRADE, AND 21.0 FEET SOUTH OF POWER POLE 68-24493.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0271 ***********************************************************************
 NH0271  DESIGNATION -  C 118
 NH0271  PID         -  NH0271
 NH0271  STATE/COUNTY-  WI/ROCK
 NH0271  COUNTRY     -  US
 NH0271  USGS QUAD   -  CLINTON (2018)
 NH0271
 NH0271                         *CURRENT SURVEY CONTROL
 NH0271  ______________________________________________________________________
 NH0271* NAD 83(1986) POSITION- 42 34 34.6    (N) 088 47 46.3    (W)   HD_HELD2
 NH0271* NAVD 88 ORTHO HEIGHT -   284.575 (meters)      933.64  (feet) ADJUSTED
 NH0271  ______________________________________________________________________
 NH0271  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 NH0271  DYNAMIC HEIGHT  -        284.488 (meters)      933.36  (feet) COMP
 NH0271  MODELED GRAVITY -    980,308.6   (mgal)                       NAVD 88
 NH0271
 NH0271  VERT ORDER      -  SECOND    CLASS I
 NH0271
 NH0271.The horizontal coordinates were established by autonomous hand held GPS
 NH0271.observations and have an estimated accuracy of +/- 10 meters.
 NH0271
 NH0271.The orthometric height was determined by differential leveling and
 NH0271.adjusted by the WI DEPT OF TRANSP
 NH0271.in May 2012.
 NH0271
 NH0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0271.GEOID18 height accuracy estimate available here.
 NH0271
 NH0271.Click photographs - Photos may exist for this station.
 NH0271
 NH0271.The dynamic height is computed by dividing the NAVD 88
 NH0271.geopotential number by the normal gravity value computed on the
 NH0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0271.degrees latitude (g = 980.6199 gals.).
 NH0271
 NH0271.The modeled gravity was interpolated from observed gravity values.
 NH0271
 NH0271;                    North         East    Units  Estimated Accuracy
 NH0271;SPC WI S     -    64,734.      698,831.      MT  (+/- 10 meters HH2 GPS)
 NH0271
 NH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5259115326(NAD 83)
 NH0271
 NH0271                          SUPERSEDED SURVEY CONTROL
 NH0271
 NH0271  NAVD 88 (04/20/07)  284.552  (m)          933.57   (f) SUPERSEDED  2 1
 NH0271  NAVD 88 (06/15/91)  284.598  (m)          933.72   (f) SUPERSEDED  2 1
 NH0271  NGVD 29 (??/??/92)  284.662  (m)          933.93   (f) ADJ UNCH    2 0
 NH0271
 NH0271.Superseded values are not recommended for survey control.
 NH0271
 NH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0271.See file dsdata.pdf to determine how the superseded data were derived.
 NH0271
 NH0271_MARKER: DB = BENCH MARK DISK
 NH0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0271_STAMPING: C 118 1960
 NH0271_MARK LOGO: CGS
 NH0271_PROJECTION: PROJECTING 10 CENTIMETERS
 NH0271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0271+STABILITY: SURFACE MOTION
 NH0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0271+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 NH0271
 NH0271  HISTORY     - Date     Condition        Report By
 NH0271  HISTORY     - 1960     MONUMENTED       CGS
 NH0271  HISTORY     - 19950708 GOOD             USPSQD
 NH0271  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0271  HISTORY     - 2003     GOOD             WIDT
 NH0271  HISTORY     - 20070822 GOOD             WIDT
 NH0271
 NH0271                          STATION DESCRIPTION
 NH0271
 NH0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0271'3.7 MI NE FROM CLINTON.
 NH0271'ABOUT 3.7 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 NH0271'PAUL AND PACIFIC RAILROAD FROM THE STATION AT CLINTON, 0.2
 NH0271'MILE SOUTHWEST OF MILEPOLE 55, AT THE CROSSING OF SUMMERVILLE
 NH0271'ROAD, 44 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 115 FEET
 NH0271'SOUTHWEST OF THE CENTER LINE OF THE CROSSING, 70 FEET WEST
 NH0271'OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTHEAST OF THE FIRST
 NH0271'TELEPHONE POLE SOUTHWEST OF THE CROSSING, 35 FEET SOUTHWEST
 NH0271'OF A FENCE CORNER, 2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE
 NH0271'LINE, 2 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT 2 FEET
 NH0271'BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 NH0271'POST PROJECTING 6 INCHES.
 NH0271
 NH0271                          STATION RECOVERY (1995)
 NH0271
 NH0271'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0271'RECOVERED IN GOOD CONDITION.
 NH0271
 NH0271                          STATION RECOVERY (2001)
 NH0271
 NH0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0271'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0271
 NH0271                          STATION RECOVERY (2003)
 NH0271
 NH0271'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 NH0271'THE STATION IS LOCATED ABOUT 21 KM EAST-NORTHEAST BELOIT AND 22 KM
 NH0271'SOUTHEAST OF DELAVAN. OWNERSHIP--WISCONSIN DEPARTMENT OF
 NH0271'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 NH0271'HIGHWAY 43 WITH STATE HIGHWAY 140 (EXIT 6) IN THE VILLAGE OF CLINTON,
 NH0271'GO SOUTH ON STATE HIGHWAY 140 FOR 1.6 KM TO COUNTY HIGHWAY X, TURN
 NH0271'LEFT AND GO EAST ON COUNTY HIGHWAY X FOR 5.9 KM TO SOUTH SUMMERSVILLE
 NH0271'ROAD, TURN LEFT AND GO NORTH ON SOUTH SUMMERSVILLE ROAD FOR 0.6 KM TO
 NH0271'THE --PELISHEK NATURE TRAIL-- AND THE STATION ON THE LEFT. THE
 NH0271'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 NH0271'IN THE TOP OF A 30-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 NH0271'ROAD PAVEMENT. THE STATION IS 20.6 M WEST OF THE CENTERLINE OF SOUTH
 NH0271'SUMMERSVILLE ROAD, 15.3 M SOUTHWEST OF SOUTHWEST WOOD POST FOR A
 NH0271'--PELISHEK NATURE TRAIL ROCK CO-- SIGN, 15 M SOUTH OF THE CENTERLINE
 NH0271'OF NATURE TRAIL, AND 2.7 M SOUTHEAST OF A POWER POLE.  ---NOTE---THE
 NH0271'STATION IS 0.2 M NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.
 NH0271'---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 NH0271'OBSTRUCTIONS IN ALL QUADRANTS EXTENDING HIGHER THAN 25 DEGREES ABOVE
 NH0271'THE HORIZON.
 NH0271
 NH0271                          STATION RECOVERY (2007)
 NH0271
 NH0271'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 NH0271'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M NORTHEAST OF
 NH0271'A WHITE METAL WITNESS POST AND 0.2 M NORTH OF AN ORANGE FIBERGLASS
 NH0271'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0203 ***********************************************************************
 QN0203  DESIGNATION -  C 12
 QN0203  PID         -  QN0203
 QN0203  STATE/COUNTY-  WI/RUSK
 QN0203  COUNTRY     -  US
 QN0203  USGS QUAD   -  WEYERHAEUSER (2018)
 QN0203
 QN0203                         *CURRENT SURVEY CONTROL
 QN0203  ______________________________________________________________________
 QN0203* NAD 83(1986) POSITION- 45 25 49.     (N) 091 27 41.     (W)   SCALED
 QN0203* NAVD 88 ORTHO HEIGHT -   387.449 (meters)     1271.16  (feet) ADJUSTED
 QN0203  ______________________________________________________________________
 QN0203  GEOID HEIGHT    -        -30.193 (meters)                     GEOID18
 QN0203  DYNAMIC HEIGHT  -        387.427 (meters)     1271.08  (feet) COMP
 QN0203  MODELED GRAVITY -    980,547.1   (mgal)                       NAVD 88
 QN0203
 QN0203  VERT ORDER      -  FIRST     CLASS II
 QN0203
 QN0203.The horizontal coordinates were scaled from a map and have
 QN0203.an estimated accuracy of +/- 6 seconds.
 QN0203
 QN0203.The orthometric height was determined by differential leveling and
 QN0203.adjusted by the NATIONAL GEODETIC SURVEY
 QN0203.in June 1991.
 QN0203
 QN0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0203.GEOID18 height accuracy estimate available here.
 QN0203
 QN0203.Click photographs - Photos may exist for this station.
 QN0203
 QN0203.The dynamic height is computed by dividing the NAVD 88
 QN0203.geopotential number by the normal gravity value computed on the
 QN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0203.degrees latitude (g = 980.6199 gals.).
 QN0203
 QN0203.The modeled gravity was interpolated from observed gravity values.
 QN0203
 QN0203;                    North         East    Units  Estimated Accuracy
 QN0203;SPC WI C     -   178,490.      485,650.      MT  (+/- 180 meters Scaled)
 QN0203
 QN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL203319(NAD 83)
 QN0203
 QN0203                          SUPERSEDED SURVEY CONTROL
 QN0203
 QN0203  NGVD 29 (??/??/92)  387.445  (m)         1271.14   (f) ADJ UNCH    1 2
 QN0203
 QN0203.Superseded values are not recommended for survey control.
 QN0203
 QN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0203.See file dsdata.pdf to determine how the superseded data were derived.
 QN0203
 QN0203_MARKER: DB = BENCH MARK DISK
 QN0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0203_STAMPING: C 12 1933
 QN0203_MARK LOGO: CGS
 QN0203_PROJECTION: PROJECTING 61 CENTIMETERS
 QN0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0203+STABILITY: SURFACE MOTION
 QN0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0203+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 QN0203
 QN0203  HISTORY     - Date     Condition        Report By
 QN0203  HISTORY     - 1933     MONUMENTED       CGS
 QN0203  HISTORY     - 1934     GOOD             CGS
 QN0203  HISTORY     - 1980     GOOD             NGS
 QN0203  HISTORY     - 20051201 GOOD             WIDT
 QN0203
 QN0203                          STATION DESCRIPTION
 QN0203
 QN0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QN0203'2.6 MI W FROM WEYERHAUSER.
 QN0203'2.6 MILES WEST BY RAIL.  ALONG THE M.ST.P. AND SAULT STE. MARIE
 QN0203'RAILWAY, 1950 FEET EAST OF MILE POST 111, ON THE SOUTHWEST
 QN0203'CORNER OF RAILROAD CROSSING, 62.5 FEET SOUTHWEST OF CENTER OF
 QN0203'CROSSING, 40.8 FEET WEST OF CENTERLINE OF SECTION ROAD, 43.0
 QN0203'FEET SOUTH OF SOUTH RAIL, 8 FEET WEST OF FENCE POST CORNER,
 QN0203'1.3 FEET NORTH OF RAILROAD SOUTH RIGHT OF WAY FENCE, ABOUT 3
 QN0203'FEET ABOVE TOP OF RAIL.
 QN0203
 QN0203                          STATION RECOVERY (1934)
 QN0203
 QN0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0203'RECOVERED IN GOOD CONDITION.
 QN0203
 QN0203                          STATION RECOVERY (1980)
 QN0203
 QN0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QN0203'4.1 KM (2.55 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF COUNTY
 QN0203'ROAD F IN WEYERHAUSER, THENCE 2.5 KM (1.6 MI) NORTH ALONG A GRAVEL
 QN0203'ROAD, AT THE CROSSING OF THE SOO LINE RAILROAD, 12.1 M (40.0 FT) WEST
 QN0203'OF THE CENTER OF THE GRAVEL ROAD, 13.0 M (43.0 FT) SOUTH OF THE SOUTH
 QN0203'RAIL, 2.6 M (8.7 FT) WEST OF A CORNER FENCE POST, 0.4 M (1.3 FT) NORTH
 QN0203'OF A FENCE.  NOTE-NOT LEVELED AT THIS TIME, OFF MAIN LEVEL LINE.
 QN0203'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QN0203'THE MARK IS 0.9 M ABOVE THE TRACKS.
 QN0203
 QN0203                          STATION RECOVERY (2005)
 QN0203
 QN0203'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0203'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 QN0203'OF US HIGHWAY 8 WITH COUNTY HIGHWAY F NORTH (SECOND STREET) IN THE
 QN0203'VILLAGE OF WEYERHAUSER, GO SOUTHWEST ON US HIGHWAY 8 FOR 2.4 MILES TO
 QN0203'CRANBERRY LAKE ROAD, TURN RIGHT AND GO NORTH ON CRANBERRY LAKE ROAD
 QN0203'FOR 1.0 MILE TO OLD 14 ROAD, CONTINUE NORTH ON CRANBERRY LAKE ROAD FOR
 QN0203'0.6 MILE TO A RAILROAD CROSSING AND THE STATION ON THE LEFT.
 QN0203'THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK DISK SET
 QN0203'IN THE TOP OF A 25-CM SQUARE CONCRETE POST PROTRUDING 70-CM ABOVE
 QN0203'GROUND LEVEL ABOUT 1 M ABOVE THE ROAD PAVEMENT.
 QN0203'THE STATION IS 11.4 M WEST OF THE CENTERLINE OF CRANBERRY LAKE ROAD,
 QN0203'22.0 M WEST OF A POWER POLE, 13.0 M SOUTH OF THE SOUTH RAIL OF THE
 QN0203'RAILROAD TRACK, 2.4 M WEST OF A WOOD FENCE CORNER POST, 0.2 M NORTH OF
 QN0203'A BARBED WIRE FENCE, AND 0.9 M WEST, 1.0 M SOUTHEAST, AND 0.9 M
 QN0203'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 QN0203'--NOTE-- A TREE TO THE SOUTH EXTENDS TO 60 DEGREES ABOVE THE HORIZON
 QN0203'AND TREES TO THE WEST EXTEND TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0458 ***********************************************************************
 NJ0458  DESIGNATION -  C 121
 NJ0458  PID         -  NJ0458
 NJ0458  STATE/COUNTY-  WI/GRANT
 NJ0458  COUNTRY     -  US
 NJ0458  USGS QUAD   -  GUTTENBERG (2018)
 NJ0458
 NJ0458                         *CURRENT SURVEY CONTROL
 NJ0458  ______________________________________________________________________
 NJ0458* NAD 83(1986) POSITION- 42 48 58.     (N) 091 04 33.     (W)   SCALED
 NJ0458* NAVD 88 ORTHO HEIGHT -   190.230 (meters)      624.11  (feet) ADJUSTED
 NJ0458  ______________________________________________________________________
 NJ0458  GEOID HEIGHT    -        -31.811 (meters)                     GEOID18
 NJ0458  DYNAMIC HEIGHT  -        190.179 (meters)      623.95  (feet) COMP
 NJ0458  MODELED GRAVITY -    980,345.3   (mgal)                       NAVD 88
 NJ0458
 NJ0458  VERT ORDER      -  FIRST     CLASS I
 NJ0458
 NJ0458.The horizontal coordinates were scaled from a map and have
 NJ0458.an estimated accuracy of +/- 6 seconds.
 NJ0458
 NJ0458.The orthometric height was determined by differential leveling and
 NJ0458.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0458.in June 1991.
 NJ0458
 NJ0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0458.GEOID18 height accuracy estimate available here.
 NJ0458
 NJ0458.Click photographs - Photos may exist for this station.
 NJ0458
 NJ0458.The dynamic height is computed by dividing the NAVD 88
 NJ0458.geopotential number by the normal gravity value computed on the
 NJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0458.degrees latitude (g = 980.6199 gals.).
 NJ0458
 NJ0458.The modeled gravity was interpolated from observed gravity values.
 NJ0458
 NJ0458;                    North         East    Units  Estimated Accuracy
 NJ0458;SPC WI S     -    91,230.      512,020.      MT  (+/- 180 meters Scaled)
 NJ0458
 NJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH573421(NAD 83)
 NJ0458
 NJ0458                          SUPERSEDED SURVEY CONTROL
 NJ0458
 NJ0458  NGVD 29 (??/??/92)  190.277  (m)          624.27   (f) ADJ UNCH    1 1
 NJ0458
 NJ0458.Superseded values are not recommended for survey control.
 NJ0458
 NJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0458.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0458
 NJ0458_MARKER: DB = BENCH MARK DISK
 NJ0458_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NJ0458_SP_SET: BOX CULVERT HEADWALL
 NJ0458_STAMPING: E 121 1970
 NJ0458_MARK LOGO: CGS
 NJ0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0458+STABILITY: SURFACE MOTION
 NJ0458
 NJ0458  HISTORY     - Date     Condition        Report By
 NJ0458  HISTORY     - 1970     MONUMENTED       NGS
 NJ0458  HISTORY     - 19921010 GOOD             USPSQD
 NJ0458  HISTORY     - 19980930 GOOD             USPSQD
 NJ0458
 NJ0458                          STATION DESCRIPTION
 NJ0458
 NJ0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0458'1 MI S FROM GLEN HAVEN.
 NJ0458'ABOUT 0.2 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 NJ0458'GLEN HAVEN, THENCE 0.8 MILE SOUTH ALONG THE BURLINGTON NORTHERN
 NJ0458'RAILROAD, 26 RAILS NORTH OF A METAL PHONE BOX, 49 FEET
 NJ0458'NORTH-NORTHWEST OF THE 4TH TELEPHONE POLE SOUTH OF MILEPOST 222,
 NJ0458'8.7 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN THE
 NJ0458'TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 NJ0458'11- X 11-FOOT CONCRETE BOX CULVERT, AND ABOUT 1 FOOT BELOW THE
 NJ0458'LEVEL OF THE TRACK.  SECTION 15, T 4N, R 6W.
 NJ0458
 NJ0458                          STATION RECOVERY (1992)
 NJ0458
 NJ0458'RECOVERY NOTE BY US POWER SQUADRON 1992 (MRS)
 NJ0458'RECOVERED IN GOOD CONDITION.
 NJ0458
 NJ0458                          STATION RECOVERY (1998)
 NJ0458
 NJ0458'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0353 ***********************************************************************
 ON0353  DESIGNATION -  C 122
 ON0353  PID         -  ON0353
 ON0353  STATE/COUNTY-  WI/CRAWFORD
 ON0353  COUNTRY     -  US
 ON0353  USGS QUAD   -  PRAIRIE DU CHIEN (2018)
 ON0353
 ON0353                         *CURRENT SURVEY CONTROL
 ON0353  ______________________________________________________________________
 ON0353* NAD 83(1986) POSITION- 43 04 32.5    (N) 091 08 33.2    (W)   HD_HELD2
 ON0353* NAVD 88 ORTHO HEIGHT -   194.642 (meters)      638.59  (feet) ADJUSTED
 ON0353  ______________________________________________________________________
 ON0353  GEOID HEIGHT    -        -31.678 (meters)                     GEOID18
 ON0353  DYNAMIC HEIGHT  -        194.594 (meters)      638.43  (feet) COMP
 ON0353  MODELED GRAVITY -    980,369.5   (mgal)                       NAVD 88
 ON0353
 ON0353  VERT ORDER      -  SECOND    CLASS I
 ON0353
 ON0353.The horizontal coordinates were established by autonomous hand held GPS
 ON0353.observations and have an estimated accuracy of +/- 10 meters.
 ON0353
 ON0353.The orthometric height was determined by differential leveling and
 ON0353.adjusted by the WI DEPT OF TRANSP
 ON0353.in May 2012.
 ON0353
 ON0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0353.GEOID18 height accuracy estimate available here.
 ON0353
 ON0353.Click photographs - Photos may exist for this station.
 ON0353
 ON0353.The dynamic height is computed by dividing the NAVD 88
 ON0353.geopotential number by the normal gravity value computed on the
 ON0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0353.degrees latitude (g = 980.6199 gals.).
 ON0353
 ON0353.The modeled gravity was interpolated from observed gravity values.
 ON0353
 ON0353;                    North         East    Units  Estimated Accuracy
 ON0353;SPC WI S     -   120,137.      506,957.      MT  (+/- 10 meters HH2 GPS)
 ON0353
 ON0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5121370894(NAD 83)
 ON0353
 ON0353                          SUPERSEDED SURVEY CONTROL
 ON0353
 ON0353  NAVD 88 (04/20/07)  194.643  (m)          638.59   (f) SUPERSEDED  2 1
 ON0353  NAVD 88 (06/15/91)  194.673  (m)          638.69   (f) SUPERSEDED  1 1
 ON0353  NGVD 29 (??/??/92)  194.720  (m)          638.84   (f) ADJ UNCH    1 1
 ON0353
 ON0353.Superseded values are not recommended for survey control.
 ON0353
 ON0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0353.See file dsdata.pdf to determine how the superseded data were derived.
 ON0353
 ON0353_MARKER: DB = BENCH MARK DISK
 ON0353_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0353_SP_SET: BRIDGE ABUTMENT
 ON0353_STAMPING: C 122 1970
 ON0353_MARK LOGO: CGS
 ON0353_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0353+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2007
 ON0353
 ON0353  HISTORY     - Date     Condition        Report By
 ON0353  HISTORY     - 1970     MONUMENTED       NGS
 ON0353  HISTORY     - 20030411 GOOD             WIDT
 ON0353  HISTORY     - 20071030 GOOD             WIDT
 ON0353
 ON0353                          STATION DESCRIPTION
 ON0353
 ON0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0353'1.5 MI N FROM PRAIRIE DU CHIEN.
 ON0353'ABOUT 1.5 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0353'FROM THE STATION AT PRAIRIE DU CHIEN, 17 RAILS NORTH OF MILEPOST
 ON0353'241, SET IN THE TOP OF THE WEST END OF THE CONCRETE LEDGE ON
 ON0353'THE SOUTH CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 241.12,
 ON0353'5.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, AND ABOUT
 ON0353'4 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SECTION 24, T 7N,
 ON0353'R 7W.
 ON0353
 ON0353                          STATION RECOVERY (2003)
 ON0353
 ON0353'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 ON0353'OWNERSHIP-- BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0353'THE JUCNTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 27 IN THE CITY OF
 ON0353'PRAIRIE DU CHIEN, GO NORTH ON STATE HIGHWAY 35 FOR 1.0 MI (1.61 KM) TO
 ON0353'FREDRICK STREET ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 35 FOR
 ON0353'0.6 MI (0.97 KM) TO THE NORTHERN MOST ENTRANCE TO CABELAS STORE AND
 ON0353'DISTRIBUTION CENTER ON THE LEFT.  PROCEED NORTHWEST TO THE NORTHWEST
 ON0353'CORNER OF THE DISTRIBUTION WAREHOUSE FENCE, THE STATION IS
 ON0353'APPROXIMATELY 30 M (98.4 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 ON0353'OF THE STEEL FENCE.  THE STATION IS A BRONZE US COAST AND GEODETIC
 ON0353'SURVEY BENCHMARK DISK SET IN A CONCRETE ABUTMENT ABOUT 1 M (3.3 FT)
 ON0353'ABOVE THE RAILROAD TRACKS.  THE STATION IS 1.7 M (5.6 FT) WEST OF THE
 ON0353'WEST RAIL OF THE RAILROAD TRACKS, SET IN THE WEST END OF THE SOUTH
 ON0353'ABUTMENT OF THE RAILROAD BRIDGE --241.12--.  ---NOTE---THIS STATION IS
 ON0353'NOT SUITABLE FOR GPS OBSERVATION DUE TO BEING TO CLOSE TO THE RAILROAD
 ON0353'TRACKS.
 ON0353
 ON0353                          STATION RECOVERY (2007)
 ON0353
 ON0353'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 ON0353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0411 ***********************************************************************
 ON0411  DESIGNATION -  C 123
 ON0411  PID         -  ON0411
 ON0411  STATE/COUNTY-  WI/CRAWFORD
 ON0411  COUNTRY     -  US
 ON0411  USGS QUAD   -  LANSING (2018)
 ON0411
 ON0411                         *CURRENT SURVEY CONTROL
 ON0411  ______________________________________________________________________
 ON0411* NAD 83(1986) POSITION- 43 22 06.     (N) 091 08 22.     (W)   SCALED
 ON0411* NAVD 88 ORTHO HEIGHT -   192.520 (meters)      631.63  (feet) ADJUSTED
 ON0411  ______________________________________________________________________
 ON0411  GEOID HEIGHT    -        -31.815 (meters)                     GEOID18
 ON0411  DYNAMIC HEIGHT  -        192.476 (meters)      631.48  (feet) COMP
 ON0411  MODELED GRAVITY -    980,390.2   (mgal)                       NAVD 88
 ON0411
 ON0411  VERT ORDER      -  FIRST     CLASS I
 ON0411
 ON0411.The horizontal coordinates were scaled from a map and have
 ON0411.an estimated accuracy of +/- 6 seconds.
 ON0411
 ON0411.The orthometric height was determined by differential leveling and
 ON0411.adjusted by the NATIONAL GEODETIC SURVEY
 ON0411.in June 1991.
 ON0411
 ON0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0411.GEOID18 height accuracy estimate available here.
 ON0411
 ON0411.Click photographs - Photos may exist for this station.
 ON0411
 ON0411.The dynamic height is computed by dividing the NAVD 88
 ON0411.geopotential number by the normal gravity value computed on the
 ON0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0411.degrees latitude (g = 980.6199 gals.).
 ON0411
 ON0411.The modeled gravity was interpolated from observed gravity values.
 ON0411
 ON0411;                    North         East    Units  Estimated Accuracy
 ON0411;SPC WI S     -   152,640.      507,660.      MT  (+/- 180 meters Scaled)
 ON0411
 ON0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ507033(NAD 83)
 ON0411
 ON0411                          SUPERSEDED SURVEY CONTROL
 ON0411
 ON0411  NGVD 29 (??/??/92)  192.563  (m)          631.77   (f) ADJ UNCH    1 1
 ON0411
 ON0411.Superseded values are not recommended for survey control.
 ON0411
 ON0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0411.See file dsdata.pdf to determine how the superseded data were derived.
 ON0411
 ON0411_MARKER: DB = BENCH MARK DISK
 ON0411_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0411_SP_SET: BRIDGE ABUTMENT
 ON0411_STAMPING: C 123 1970
 ON0411_MARK LOGO: CGS
 ON0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0411
 ON0411  HISTORY     - Date     Condition        Report By
 ON0411  HISTORY     - 1970     MONUMENTED       NGS
 ON0411
 ON0411                          STATION DESCRIPTION
 ON0411
 ON0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0411'2.6 MI NW FROM FERRYVILLE.
 ON0411'ABOUT 2.65 MILES NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0411'FROM THE STATION AT FERRYVILLE, 7.2 FEET NORTHEAST OF THE
 ON0411'NORTHEAST RAIL OF THE NORTHEAST TRACK, SET IN THE TOP OF THE
 ON0411'NORTHEAST END OF THE CONCRETE LEDGE ON THE SOUTHEAST CONCRETE
 ON0411'ABUTMENT OF THE 174-FOOT LONG CONCRETE RAILROAD BRIDGE WHICH
 ON0411'IS NUMBERED 264.74, 2 FEET BELOW THE TOP OF THE ABUTMENT, AND
 ON0411'ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SECTION, T 10N,
 ON0411'R 7W
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0236 ***********************************************************************
 ON0236  DESIGNATION -  C 124
 ON0236  PID         -  ON0236
 ON0236  STATE/COUNTY-  WI/VERNON
 ON0236  COUNTRY     -  US
 ON0236  USGS QUAD   -  STODDARD (2018)
 ON0236
 ON0236                         *CURRENT SURVEY CONTROL
 ON0236  ______________________________________________________________________
 ON0236* NAD 83(1986) POSITION- 43 42 44.02   (N) 091 12 34.99   (W)   HD_HELD1
 ON0236* NAVD 88 ORTHO HEIGHT -   197.923 (meters)      649.35  (feet) ADJUSTED
 ON0236  ______________________________________________________________________
 ON0236  GEOID HEIGHT    -        -31.788 (meters)                     GEOID18
 ON0236  DYNAMIC HEIGHT  -        197.882 (meters)      649.22  (feet) COMP
 ON0236  MODELED GRAVITY -    980,411.2   (mgal)                       NAVD 88
 ON0236
 ON0236  VERT ORDER      -  SECOND    CLASS I
 ON0236
 ON0236.The horizontal coordinates were determined by differentially corrected
 ON0236.hand held GPS observations or other comparable positioning techniques
 ON0236.and have an estimated accuracy of +/- 3 meters.
 ON0236
 ON0236.The orthometric height was determined by differential leveling and
 ON0236.adjusted by the WI DEPT OF TRANSP
 ON0236.in May 2012.
 ON0236
 ON0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0236.GEOID18 height accuracy estimate available here.
 ON0236
 ON0236.Click photographs - Photos may exist for this station.
 ON0236
 ON0236.The dynamic height is computed by dividing the NAVD 88
 ON0236.geopotential number by the normal gravity value computed on the
 ON0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0236.degrees latitude (g = 980.6199 gals.).
 ON0236
 ON0236.The modeled gravity was interpolated from observed gravity values.
 ON0236
 ON0236;                    North         East    Units  Estimated Accuracy
 ON0236;SPC WI S     -   190,921.1     502,513.8     MT  (+/- 3 meters HH1 GPS) 
 ON0236
 ON0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4422741468(NAD 83)
 ON0236
 ON0236                          SUPERSEDED SURVEY CONTROL
 ON0236
 ON0236  NAVD 88 (04/20/07)  197.923  (m)          649.35   (f) SUPERSEDED  2 1
 ON0236  NAVD 88 (06/15/91)  197.917  (m)          649.33   (f) SUPERSEDED  1 1
 ON0236  NGVD 29 (??/??/92)  197.929  (m)          649.37   (f) ADJ UNCH    1 1
 ON0236
 ON0236.Superseded values are not recommended for survey control.
 ON0236
 ON0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0236.See file dsdata.pdf to determine how the superseded data were derived.
 ON0236
 ON0236_MARKER: DB = BENCH MARK DISK
 ON0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0236_STAMPING: C 124 1970
 ON0236_MARK LOGO: CGS
 ON0236_PROJECTION: FLUSH
 ON0236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0236+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2010
 ON0236
 ON0236  HISTORY     - Date     Condition        Report By
 ON0236  HISTORY     - 1970     MONUMENTED       NGS
 ON0236  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 ON0236  HISTORY     - 20040410 GOOD             WIDT
 ON0236  HISTORY     - 20100810 GOOD             WIDT
 ON0236
 ON0236                          STATION DESCRIPTION
 ON0236
 ON0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0236'3.6 MI N FROM STODDARD.
 ON0236'ABOUT 3.65 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE POST
 ON0236'OFFICE AT STODDARD, 96 FEET NORTHWEST OF THE CENTER LINE OF THE
 ON0236'HIGHWAY, 31 FEET NORTHWEST OF THE SOUTHWEST GUARDRAIL POST IN AN
 ON0236'OPENING IN A WOODEN GUARDRAIL ON THE NORTHWEST SIDE OF A PAVED
 ON0236'ROADSIDE PARK, 8 FEET SOUTHEAST OF A 24-INCH HICKORY TREE, 7.8 FEET
 ON0236'SOUTHEAST OF A 20-INCH OAK TREE, 5 FEET SOUTHWEST OF THE CENTER OF
 ON0236'A FOOTPATH, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 18 FEET
 ON0236'BELOW THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH
 ON0236'IRON PIPE WHICH PROJECTS 4 INCHES.  SECTION 3, T 14N, R 7W.
 ON0236
 ON0236                          STATION RECOVERY (2003)
 ON0236
 ON0236'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0236'NOT FOUND.  AREA IS HEAVILY COVERED WITH BRUSH AND AREA AT BOTTOM OF
 ON0236'EMBANKMENT WAS UNDER WATER.
 ON0236
 ON0236                          STATION RECOVERY (2004)
 ON0236
 ON0236'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0236'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0236'STATION FROM THE JUNCTION OF US HIGHWAYS 14 AND 61 WITH STATE HIGHWAY
 ON0236'35 ON THE SOUTH SIDE OF LA CROSSE, GO SOUTH ON STATE HIGHWAY 35 FOR
 ON0236'2.2 MI (3.54 KM) TO MOHAWK VALLEY ROAD ON THE LEFT, CONTINUE SOUTH ON
 ON0236'STATE HIGHWAY 35 FOR 0.7 MI (1.13 KM) TO THE STATION ON THE LEFT.  THE
 ON0236'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 ON0236'IN THE TOP OF A 7.5-CM IRON PIPE ABOUT 5 M (16.4 FT) BELOW THE HIGHWAY
 ON0236'PAVEMENT.  THE STATION IS 31 M (101.7 FT) SOUTH OF THE EXTENDED
 ON0236'CENTERLINE OF THE NORTH ENTRANCE TO THE WAYSIDE, 10 M (32.8 FT) WEST
 ON0236'OF THE EDGE OF PAVEMENT, 2.4 M (7.9 FT) EAST OF THE CENTER OF A 0.7
 ON0236'DIAMETER OAK TREE AND 0.3 M (1.0 FT) SOUTHEAST OF A STEEL WITNESS
 ON0236'POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 ON0236'TO TREES IN ALL QUADRANTS EXTENDING HIGHER THAN 45 DEGREES ABOVE THE
 ON0236'HORIZON.  ---NOTE---THE STATION IS OPPOSITE OF A HOUSE WITH THE
 ON0236'PRIVATE ENTRANCE OF --N3288--.
 ON0236
 ON0236                          STATION RECOVERY (2010)
 ON0236
 ON0236'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0236'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS APPROXIMATELY 66 M
 ON0236'NORTHEAST OF THE NORTHEAST WOOD POST OF AN INFORMATION BOARD,
 ON0236'APPROXIMATELY 41 M SOUTHEAST OF THE NEAR RAIL OF THE RAILROAD, 22.4 M
 ON0236'NORTHWEST OF THE CENTER OF THE CURBING BETWEEN THE HIGHWAY AND
 ON0236'WAYSIDE, 20.7 M SOUTHWEST RUNNING PARALLEL FROM THE NORTHEAST END OF
 ON0236'THE CONCRETE ISLAND BETWEEN THE HIGHWAY AND WAYSIDE,
 ON0236'11.8 M SLOPE DISTANCE NORTHWEST OF THE NORTHWEST EDGE OF THE WAYSIDE
 ON0236'PAVEMENT, 9.2 M SOUTHWEST RUNNING PARALLEL OF THE NORTHEAST END OF
 ON0236'WOOD CURBING, 8.7 M NORTHWEST OF AN ORANGE CARSONITE WITNESS POST, AND
 ON0236'0.3 M SOUTHEAST OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0404 ***********************************************************************
 PO0404  DESIGNATION -  C 125
 PO0404  PID         -  PO0404
 PO0404  STATE/COUNTY-  WI/BUFFALO
 PO0404  COUNTRY     -  US
 PO0404  USGS QUAD   -  FOUNTAIN CITY (2018)
 PO0404
 PO0404                         *CURRENT SURVEY CONTROL
 PO0404  ______________________________________________________________________
 PO0404* NAD 83(1986) POSITION- 44 08 13.5    (N) 091 43 35.8    (W)   HD_HELD2
 PO0404* NAVD 88 ORTHO HEIGHT -   203.326 (meters)      667.08  (feet) ADJUSTED
 PO0404  ______________________________________________________________________
 PO0404  GEOID HEIGHT    -        -30.491 (meters)                     GEOID18
 PO0404  DYNAMIC HEIGHT  -        203.298 (meters)      666.99  (feet) COMP
 PO0404  MODELED GRAVITY -    980,475.3   (mgal)                       NAVD 88
 PO0404
 PO0404  VERT ORDER      -  SECOND    CLASS I
 PO0404
 PO0404.The horizontal coordinates were established by autonomous hand held GPS
 PO0404.observations and have an estimated accuracy of +/- 10 meters.
 PO0404
 PO0404.The orthometric height was determined by differential leveling and
 PO0404.adjusted by the WI DEPT OF TRANSP
 PO0404.in May 2012.
 PO0404
 PO0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0404.GEOID18 height accuracy estimate available here.
 PO0404
 PO0404.Click photographs - Photos may exist for this station.
 PO0404
 PO0404.The dynamic height is computed by dividing the NAVD 88
 PO0404.geopotential number by the normal gravity value computed on the
 PO0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0404.degrees latitude (g = 980.6199 gals.).
 PO0404
 PO0404.The modeled gravity was interpolated from observed gravity values.
 PO0404
 PO0404;                    North         East    Units  Estimated Accuracy
 PO0404;SPC WI C     -    35,221.      461,842.      MT  (+/- 10 meters HH2 GPS)
 PO0404
 PO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0185787886(NAD 83)
 PO0404
 PO0404                          SUPERSEDED SURVEY CONTROL
 PO0404
 PO0404  NAVD 88 (07/08/08)  203.318  (m)          667.05   (f) SUPERSEDED  2 1
 PO0404  NAVD 88 (06/15/91)  203.331  (m)          667.10   (f) SUPERSEDED  1 1
 PO0404  NGVD 29 (??/??/92)  203.348  (m)          667.15   (f) ADJ UNCH    1 1
 PO0404
 PO0404.Superseded values are not recommended for survey control.
 PO0404
 PO0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0404.See file dsdata.pdf to determine how the superseded data were derived.
 PO0404
 PO0404_MARKER: DB = BENCH MARK DISK
 PO0404_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PO0404_SP_SET: BUILDING FOUNDATION
 PO0404_STAMPING: C 125 1970
 PO0404_MARK LOGO: CGS
 PO0404_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PO0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0404+STABILITY: SURFACE MOTION
 PO0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0404+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 PO0404
 PO0404  HISTORY     - Date     Condition        Report By
 PO0404  HISTORY     - 1970     MONUMENTED       NGS
 PO0404  HISTORY     - 19960630 GOOD             USPSQD
 PO0404  HISTORY     - 20060928 GOOD             WIDT
 PO0404
 PO0404                          STATION DESCRIPTION
 PO0404
 PO0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0404'0.6 MI NW FROM FOUNTAIN CITY.
 PO0404'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST
 PO0404'OFFICE AT FOUNTAIN CITY, AT THE U.S. ARMY CORPS OF ENGINEERS
 PO0404'SERVICE BASE, 84 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PO0404'SET VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE FOUNDATION
 PO0404'FOR BUILDING NUMBER 3, 25 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 PO0404'A SIDETRACK OF THE BURLINGTON NORTHERN RAILROAD, 2.0 FEET NORTHWEST
 PO0404'OF THE EAST CORNER OF THE BUILDING, AND ABOUT 3 FEET ABOVE THE
 PO0404'SURFACE OF THE GROUND.  SECTION 8, T 19N, R 11W
 PO0404
 PO0404                          STATION RECOVERY (1996)
 PO0404
 PO0404'RECOVERY NOTE BY US POWER SQUADRON 1996
 PO0404'RECOVERED IN GOOD CONDITION.
 PO0404
 PO0404                          STATION RECOVERY (2006)
 PO0404
 PO0404'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0404'RECOVERED IN GOOD CONDITION.  ---NOTE---BUILDING NUMBER 3 HAS A RED
 PO0404'AWNING --US ARMY CORPORATION OF ENGINEERS, SAINT PAUL DIVISION,
 PO0404'FOUNTAIN CITY SERVICE BASE-- OVER THE MAIN ENTRANCE TO THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0435 ***********************************************************************
 PP0435  DESIGNATION -  C 126
 PP0435  PID         -  PP0435
 PP0435  STATE/COUNTY-  WI/PIERCE
 PP0435  COUNTRY     -  US
 PP0435  USGS QUAD   -  RED WING (2019)
 PP0435
 PP0435                         *CURRENT SURVEY CONTROL
 PP0435  ______________________________________________________________________
 PP0435* NAD 83(1986) POSITION- 44 36 29.0    (N) 092 32 54.3    (W)   HD_HELD2
 PP0435* NAVD 88 ORTHO HEIGHT -   218.822 (meters)      717.92  (feet) ADJUSTED
 PP0435  ______________________________________________________________________
 PP0435  GEOID HEIGHT    -        -30.221 (meters)                     GEOID18
 PP0435  DYNAMIC HEIGHT  -        218.790 (meters)      717.81  (feet) COMP
 PP0435  MODELED GRAVITY -    980,468.5   (mgal)                       NAVD 88
 PP0435
 PP0435  VERT ORDER      -  FIRST     CLASS I
 PP0435
 PP0435.The horizontal coordinates were established by autonomous hand held GPS
 PP0435.observations and have an estimated accuracy of +/- 10 meters.
 PP0435
 PP0435.The orthometric height was determined by differential leveling and
 PP0435.adjusted by the NATIONAL GEODETIC SURVEY
 PP0435.in June 1991.
 PP0435
 PP0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0435.GEOID18 height accuracy estimate available here.
 PP0435
 PP0435.Click photographs - Photos may exist for this station.
 PP0435
 PP0435.The dynamic height is computed by dividing the NAVD 88
 PP0435.geopotential number by the normal gravity value computed on the
 PP0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0435.degrees latitude (g = 980.6199 gals.).
 PP0435
 PP0435.The modeled gravity was interpolated from observed gravity values.
 PP0435
 PP0435;                    North         East    Units  Estimated Accuracy
 PP0435;SPC WI C     -    89,260.      397,743.      MT  (+/- 10 meters HH2 GPS)
 PP0435
 PP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3583339511(NAD 83)
 PP0435
 PP0435                          SUPERSEDED SURVEY CONTROL
 PP0435
 PP0435  NGVD 29 (??/??/92)  218.784  (m)          717.79   (f) ADJ UNCH    1 1
 PP0435
 PP0435.Superseded values are not recommended for survey control.
 PP0435
 PP0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0435.See file dsdata.pdf to determine how the superseded data were derived.
 PP0435
 PP0435_MARKER: DB = BENCH MARK DISK
 PP0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0435_STAMPING: C 126 1970
 PP0435_MARK LOGO: CGS
 PP0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0435+STABILITY: SURFACE MOTION
 PP0435
 PP0435  HISTORY     - Date     Condition        Report By
 PP0435  HISTORY     - 1970     MONUMENTED       NGS
 PP0435  HISTORY     - 20030920 GOOD             USPSQD
 PP0435  HISTORY     - 20040107 MARK NOT FOUND   WIDT
 PP0435
 PP0435                          STATION DESCRIPTION
 PP0435
 PP0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0435'0.95 MI NW FROM HAGER CITY.
 PP0435'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0435'HAGER CITY, THENCE 0.6 MILE NORTHWEST ALONG COUNTY ROAD E, 148 FEET
 PP0435'SOUTHWEST AND ACROSS THE BURLINGTON NORTHERN RAILROAD FROM THE CENTER
 PP0435'LINE OF THE ROAD, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 PP0435'SOUTHWEST TRACK, 56 FEET WEST OF THE CENTER LINE OF A DIRT ROAD WHICH
 PP0435'ENDS AT THE TRACK, 52.3 FEET NORTH OF A POWER POLE, 1 FOOT NORTHEAST
 PP0435'OF A FENCE, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 PP0435'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 PP0435'INCHES.  SECTION 34, T 24N, R 18W.  NOTE-- THIS MARK IS ALSO 0.3 MILE
 PP0435'SOUTHEAST OF RAILROAD MILEPOST 392.
 PP0435
 PP0435                          STATION RECOVERY (2003)
 PP0435
 PP0435'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEH)
 PP0435'REVISE DESCRIPTION AS FOLLOWS (REMOVE REFERENCE TO HAGER CITY POST
 PP0435'OFFICE IT HAS BEEN REMOVED
 PP0435'
 PP0435'REVISE DESCRIPTION AS FOLLOWS (REMOVE REFERENCE TO POWER POLE)
 PP0435
 PP0435                          STATION RECOVERY (2004)
 PP0435
 PP0435'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (MJB)
 PP0435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0490 ***********************************************************************
 PP0490  DESIGNATION -  C 127
 PP0490  PID         -  PP0490
 PP0490  STATE/COUNTY-  WI/PIERCE
 PP0490  COUNTRY     -  US
 PP0490  USGS QUAD   -  HASTINGS (2019)
 PP0490
 PP0490                         *CURRENT SURVEY CONTROL
 PP0490  ______________________________________________________________________
 PP0490* NAD 83(1986) POSITION- 44 44 53.     (N) 092 48 10.     (W)   SCALED
 PP0490* NAVD 88 ORTHO HEIGHT -   212.649 (meters)      697.67  (feet) ADJUSTED
 PP0490  ______________________________________________________________________
 PP0490  GEOID HEIGHT    -        -29.298 (meters)                     GEOID18
 PP0490  DYNAMIC HEIGHT  -        212.625 (meters)      697.59  (feet) COMP
 PP0490  MODELED GRAVITY -    980,496.1   (mgal)                       NAVD 88
 PP0490
 PP0490  VERT ORDER      -  FIRST     CLASS I
 PP0490
 PP0490.The horizontal coordinates were scaled from a map and have
 PP0490.an estimated accuracy of +/- 6 seconds.
 PP0490
 PP0490.The orthometric height was determined by differential leveling and
 PP0490.adjusted by the NATIONAL GEODETIC SURVEY
 PP0490.in June 1991.
 PP0490
 PP0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0490.GEOID18 height accuracy estimate available here.
 PP0490
 PP0490.Click photographs - Photos may exist for this station.
 PP0490
 PP0490.The dynamic height is computed by dividing the NAVD 88
 PP0490.geopotential number by the normal gravity value computed on the
 PP0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0490.degrees latitude (g = 980.6199 gals.).
 PP0490
 PP0490.The modeled gravity was interpolated from observed gravity values.
 PP0490
 PP0490;                    North         East    Units  Estimated Accuracy
 PP0490;SPC WI C     -   105,470.      378,100.      MT  (+/- 180 meters Scaled)
 PP0490
 PP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK156549(NAD 83)
 PP0490
 PP0490                          SUPERSEDED SURVEY CONTROL
 PP0490
 PP0490  NGVD 29 (??/??/92)  212.598  (m)          697.50   (f) ADJ UNCH    1 1
 PP0490
 PP0490.Superseded values are not recommended for survey control.
 PP0490
 PP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0490.See file dsdata.pdf to determine how the superseded data were derived.
 PP0490
 PP0490_MARKER: DB = BENCH MARK DISK
 PP0490_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0490_SP_SET: ABUTMENT
 PP0490_STAMPING: C 127 1970
 PP0490_MARK LOGO: CGS
 PP0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0490
 PP0490  HISTORY     - Date     Condition        Report By
 PP0490  HISTORY     - 1970     MONUMENTED       NGS
 PP0490  HISTORY     - 19880808 MARK NOT FOUND   MNDT
 PP0490
 PP0490                          STATION DESCRIPTION
 PP0490
 PP0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0490'IN PRESCOTT.
 PP0490'AT PRESCOTT, 1/2 BLOCK SOUTHEAST ALONG COUNTY ROAD Q FROM THE POST
 PP0490'OFFICE, THENCE 125 YARDS SOUTHWEST ALONG ORANGE STREET, 124 FEET WEST
 PP0490'OF THE CENTER OF THE CROSSING OF THE STREET AND THE BURLINGTON
 PP0490'NORTHERN RAILROAD, SET IN THE TOP OF THE NORTHWEST END OF THE CONCRETE
 PP0490'LEDGE ON THE NORTHEAST ABUTMENT OF RAILROAD BRIDGE NUMBER 407.72 OVER
 PP0490'THE ST. CROIX RIVER, 6.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 PP0490'MAIN TRACK, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK. SECTION
 PP0490'10, T 26N, R 20W.
 PP0490
 PP0490                          STATION RECOVERY (1988)
 PP0490
 PP0490'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP0490'THE MARK AS DESCRIBED IN 1970 WAS SEARCHED FOR BUT NOT FOUND.  IT
 PP0490'APPEARS THAT THE HEADWALL HAS BEEN REPAIRED AND A NEW MARK,
 PP0490'STAMPED---C 127 RESET 1983---, HAS BEEN SET AT A LOWER ELEVATION THAN
 PP0490'THE ORIGINAL MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP3487 ***********************************************************************
 PP3487  DESIGNATION -  C 127 RESET
 PP3487  PID         -  PP3487
 PP3487  STATE/COUNTY-  WI/PIERCE
 PP3487  COUNTRY     -  US
 PP3487  USGS QUAD   -  HASTINGS (2019)
 PP3487
 PP3487                         *CURRENT SURVEY CONTROL
 PP3487  ______________________________________________________________________
 PP3487* NAD 83(1986) POSITION- 44 44 52.19   (N) 092 48 09.25   (W)   HD_HELD1
 PP3487* NAVD 88 ORTHO HEIGHT -   212.013 (meters)      695.58  (feet) ADJUSTED
 PP3487  ______________________________________________________________________
 PP3487  GEOID HEIGHT    -        -29.300 (meters)                     GEOID18
 PP3487  DYNAMIC HEIGHT  -        211.988 (meters)      695.50  (feet) COMP
 PP3487  MODELED GRAVITY -    980,496.4   (mgal)                       NAVD 88
 PP3487
 PP3487  VERT ORDER      -  SECOND    CLASS I
 PP3487
 PP3487.The horizontal coordinates were determined by differentially corrected
 PP3487.hand held GPS observations or other comparable positioning techniques
 PP3487.and have an estimated accuracy of +/- 3 meters.
 PP3487
 PP3487.The orthometric height was determined by differential leveling and
 PP3487.adjusted by the NATIONAL GEODETIC SURVEY
 PP3487.in June 1995.
 PP3487
 PP3487.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3487.GEOID18 height accuracy estimate available here.
 PP3487
 PP3487.Click photographs - Photos may exist for this station.
 PP3487
 PP3487.The dynamic height is computed by dividing the NAVD 88
 PP3487.geopotential number by the normal gravity value computed on the
 PP3487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3487.degrees latitude (g = 980.6199 gals.).
 PP3487
 PP3487.The modeled gravity was interpolated from observed gravity values.
 PP3487
 PP3487;                    North         East    Units  Estimated Accuracy
 PP3487;SPC WI C     -   105,446.6     378,115.8     MT  (+/- 3 meters HH1 GPS) 
 PP3487
 PP3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1562854957(NAD 83)
 PP3487
 PP3487                          SUPERSEDED SURVEY CONTROL
 PP3487
 PP3487.No superseded survey control is available for this station.
 PP3487
 PP3487_MARKER: DV = VERTICAL CONTROL DISK
 PP3487_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3487_SP_SET: BRIDGE ABUTMENT
 PP3487_STAMPING: C 127 RESET 1983
 PP3487_MARK LOGO: NGS
 PP3487_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3487+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP3487
 PP3487  HISTORY     - Date     Condition        Report By
 PP3487  HISTORY     - 1983     MONUMENTED       NGS
 PP3487  HISTORY     - 19880808 GOOD             MNDT
 PP3487  HISTORY     - 20070702 GOOD             WIDT
 PP3487
 PP3487                          STATION DESCRIPTION
 PP3487
 PP3487'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3487'THE MARK IS IN THE CITY OF PRESCOTT (WISCONSIN), AT THE BURLINGTON
 PP3487'NORTHERN RAILROAD BRIDGE OVER THE ST CROIX RIVER (REPAIRED IN 1983),
 PP3487'IN THE SE 1/4 OF SECTION 9, T26N, R20W.  THE MARK, A STANDARD NGS
 PP3487'VERTICAL CONTROL MONUMENT DISK STAMPED---C 127 RESET 1983---, IS 9.4
 PP3487'FT (2.9 M) NORTH-NORTHEAST OF AND ABOUT 5.5 FT (1.7 M) LOWER THAN THE
 PP3487'NORTH RAIL OF THE RAILWAY AND 25.3 FT (7.7 M) WEST OF THE NORTHWEST
 PP3487'CORNER OF A RAILROAD CONTROL TOWER BUILDING, AND BELOW THE STAMPING
 PP3487'(1983) ON THE BRIDGE ABUTMENT.  THE MARK IS 2.090 FT (0.637 M) LOWER
 PP3487'THAN C 127 WAS.
 PP3487
 PP3487                          STATION RECOVERY (2007)
 PP3487
 PP3487'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 PP3487'THE STATION IS LOCATED ABOUT 15.4 MI (24.8 KM) NORTHWEST OF PRESCOTT,
 PP3487'11.8 MI (19.0 KM) SOUTHWEST OF RIVER FALLS AND 10.9 MI (17.5 KM)
 PP3487'NORTHWEST OF DIAMOND BLUFF.
 PP3487'
 PP3487'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 PP3487'HIGHWAY 35 (BROAD STREET) AND CHERRY STREET TO THE NORTHEAST IN THE
 PP3487'CITY OF PRESCOTT, GO SOUTHEAST ON STATE HIGHWAY 35 (BROAD STREET) FOR
 PP3487'0.1 MI (0.2 KM) TO ORANGE STREET.  TURN RIGHT AND GO SOUTHWEST ON
 PP3487'ORANGE STREET FOR 0.05 MI (0.1 KM) TO THE RAILROAD DRAWBRIDGE CONTROL
 PP3487'TOWER, A RAILROAD BRIDGE AND THE STATION ON THE RIGHT.
 PP3487'
 PP3487'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK
 PP3487'SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF THE RAILROAD
 PP3487'BRIDGE ABUTMENT, ABOUT 1 M (3.3 FT) LOWER THAN THE RAILROAD TRACK, 3.6
 PP3487'M (11.8 FT) NORTHEAST OF THE CENTER OF THE RAILROAD TRACKS AND 5.7 M
 PP3487'(18.7 FT) NORTHWEST OF THE CONTROL TOWER FOR THE DRAWBRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0354 ***********************************************************************
 QL0354  DESIGNATION -  C 128
 QL0354  PID         -  QL0354
 QL0354  STATE/COUNTY-  WI/MARINETTE
 QL0354  COUNTRY     -  US
 QL0354  USGS QUAD   -  MARINETTE WEST (2018)
 QL0354
 QL0354                         *CURRENT SURVEY CONTROL
 QL0354  ______________________________________________________________________
 QL0354* NAD 83(1986) POSITION- 45 05 10.21   (N) 087 39 11.24   (W)   HD_HELD1
 QL0354* NAVD 88 ORTHO HEIGHT -   186.535 (meters)      611.99  (feet) ADJUSTED
 QL0354  ______________________________________________________________________
 QL0354  GEOID HEIGHT    -        -36.908 (meters)                     GEOID18
 QL0354  DYNAMIC HEIGHT  -        186.517 (meters)      611.93  (feet) COMP
 QL0354  MODELED GRAVITY -    980,516.9   (mgal)                       NAVD 88
 QL0354
 QL0354  VERT ORDER      -  SECOND    CLASS I
 QL0354
 QL0354.The horizontal coordinates were determined by differentially corrected
 QL0354.hand held GPS observations or other comparable positioning techniques
 QL0354.and have an estimated accuracy of +/- 3 meters.
 QL0354
 QL0354.The orthometric height was determined by differential leveling and
 QL0354.adjusted by the NATIONAL GEODETIC SURVEY
 QL0354.in February 2017.
 QL0354
 QL0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0354.GEOID18 height accuracy estimate available here.
 QL0354
 QL0354.Click photographs - Photos may exist for this station.
 QL0354
 QL0354.The dynamic height is computed by dividing the NAVD 88
 QL0354.geopotential number by the normal gravity value computed on the
 QL0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0354.degrees latitude (g = 980.6199 gals.).
 QL0354
 QL0354.The modeled gravity was interpolated from observed gravity values.
 QL0354
 QL0354;                    North         East    Units  Estimated Accuracy
 QL0354;SPC WI C     -   141,884.5     784,730.9     MT  (+/- 3 meters HH1 GPS) 
 QL0354
 QL0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4860192730(NAD 83)
 QL0354
 QL0354                          SUPERSEDED SURVEY CONTROL
 QL0354
 QL0354  NAVD 88 (06/15/91)  186.525  (m)          611.96   (f) SUPERSEDED  1 0
 QL0354
 QL0354.Superseded values are not recommended for survey control.
 QL0354
 QL0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0354.See file dsdata.pdf to determine how the superseded data were derived.
 QL0354
 QL0354_MARKER: DB = BENCH MARK DISK
 QL0354_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0354_STAMPING: C 128 1972
 QL0354_MARK LOGO: CGS
 QL0354_PROJECTION: RECESSED 13 CENTIMETERS
 QL0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0354+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2015
 QL0354
 QL0354  HISTORY     - Date     Condition        Report By
 QL0354  HISTORY     - 1972     MONUMENTED       NGS
 QL0354  HISTORY     - 1990     GOOD             USPSQD
 QL0354  HISTORY     - 19910606 GOOD             USPSQD
 QL0354  HISTORY     - 20011026 GOOD             USPSQD
 QL0354  HISTORY     - 20031026 GOOD             USPSQD
 QL0354  HISTORY     - 20051209 GOOD             WIDT
 QL0354  HISTORY     - 20150821 GOOD             WIDT
 QL0354
 QL0354                          STATION DESCRIPTION
 QL0354
 QL0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0354'1.4 MI SW FROM MARINETTE.
 QL0354'ABOUT 1.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 QL0354'COURTHOUSE AT MARINETTE, NEAR THE SOUTHWEST EDGE OF THE CITY OF
 QL0354'MARINETTE, 120 FEET SOUTHEAST OF AND ACROSS THE CHICAGO AND NORTH
 QL0354'WESTERN RAILWAY FROM THE JUNCTION OF CLEVELAND AVENUE, 56 FEET
 QL0354'SOUTH OF THE CENTER OF THE CROSSING OF THE CHICAGO AND NORTH
 QL0354'WESTERN RAILWAY AND CLEVELAND AVENUE, 33.8 FEET SOUTHEAST OF
 QL0354'THE SOUTHEAST RAIL OF THE MAIN TRACK, 40 FEET NORTHWEST OF THE
 QL0354'CENTER LINE OF OLD PESHTIGO ROAD, 14 1/2 FEET NORTH OF THE NORTH
 QL0354'RAIL OF A SPUR TRACK, 3 FEET NORTHWEST OF A TELEGRAPH POLE, 1
 QL0354'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 QL0354'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 QL0354'ENCASED IN A METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL
 QL0354'OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 QL0354'SECTION 12, T 30 N, R 24 E.
 QL0354
 QL0354                          STATION RECOVERY (1990)
 QL0354
 QL0354'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0354'RECOVERED IN GOOD CONDITION.
 QL0354
 QL0354                          STATION RECOVERY (1991)
 QL0354
 QL0354'RECOVERY NOTE BY US POWER SQUADRON 1991 (RPT)
 QL0354'RECOVERED IN GOOD CONDITION.
 QL0354
 QL0354                          STATION RECOVERY (2001)
 QL0354
 QL0354'RECOVERY NOTE BY US POWER SQUADRON 2001 (RT)
 QL0354'RECOVERED IN GOOD CONDITION.
 QL0354
 QL0354                          STATION RECOVERY (2003)
 QL0354
 QL0354'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0354'RECOVERED IN GOOD CONDITION.
 QL0354
 QL0354                          STATION RECOVERY (2005)
 QL0354
 QL0354'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0354'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 15 CM SOUTHEAST (NOT
 QL0354'NORTH) OF A STEEL WITNESS POST AND 8 CM BELOW THE SURFACE OF THE
 QL0354'GROUND.   NOTE THE STATION MAY BE SUITABLE FOR GPS, THE DETERMINING
 QL0354'FACTOR WILL BE HOW MUCH MULTIPATH WILL COME OFF THE TELEPHONE POLES
 QL0354'AND NEARBY RAILROAD CROSSING POST.
 QL0354
 QL0354                          STATION RECOVERY (2015)
 QL0354
 QL0354'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 QL0354'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1120 ***********************************************************************
 RL1120  DESIGNATION -  C 13
 RL1120  PID         -  RL1120
 RL1120  STATE/COUNTY-  WI/IRON
 RL1120  COUNTRY     -  US
 RL1120  USGS QUAD   -  POWELL (2018)
 RL1120
 RL1120                         *CURRENT SURVEY CONTROL
 RL1120  ______________________________________________________________________
 RL1120* NAD 83(1986) POSITION- 46 05 18.06   (N) 089 57 31.16   (W)   HD_HELD1
 RL1120* NAVD 88 ORTHO HEIGHT -   486.317 (meters)     1595.53  (feet) ADJUSTED
 RL1120  ______________________________________________________________________
 RL1120  GEOID HEIGHT    -        -30.767 (meters)                     GEOID18
 RL1120  DYNAMIC HEIGHT  -        486.312 (meters)     1595.51  (feet) COMP
 RL1120  MODELED GRAVITY -    980,588.8   (mgal)                       NAVD 88
 RL1120
 RL1120  VERT ORDER      -  FIRST     CLASS II
 RL1120
 RL1120.The horizontal coordinates were determined by differentially corrected
 RL1120.hand held GPS observations or other comparable positioning techniques
 RL1120.and have an estimated accuracy of +/- 3 meters.
 RL1120
 RL1120.The orthometric height was determined by differential leveling and
 RL1120.adjusted by the NATIONAL GEODETIC SURVEY
 RL1120.in June 1991.
 RL1120
 RL1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1120.GEOID18 height accuracy estimate available here.
 RL1120
 RL1120.Click photographs - Photos may exist for this station.
 RL1120
 RL1120.The dynamic height is computed by dividing the NAVD 88
 RL1120.geopotential number by the normal gravity value computed on the
 RL1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1120.degrees latitude (g = 980.6199 gals.).
 RL1120
 RL1120.The modeled gravity was interpolated from observed gravity values.
 RL1120
 RL1120;                    North         East    Units  Estimated Accuracy
 RL1120;SPC WI N     -   102,440.5     603,197.4     MT  (+/- 3 meters HH1 GPS) 
 RL1120
 RL1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7127308120(NAD 83)
 RL1120
 RL1120                          SUPERSEDED SURVEY CONTROL
 RL1120
 RL1120  NGVD 29 (??/??/92)  486.299  (m)         1595.47   (f) ADJ UNCH    1 2
 RL1120
 RL1120.Superseded values are not recommended for survey control.
 RL1120
 RL1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1120.See file dsdata.pdf to determine how the superseded data were derived.
 RL1120
 RL1120_MARKER: DB = BENCH MARK DISK
 RL1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1120_STAMPING: C 13 1934
 RL1120_MARK LOGO: CGS
 RL1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1120+STABILITY: SURFACE MOTION
 RL1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1120+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 RL1120
 RL1120  HISTORY     - Date     Condition        Report By
 RL1120  HISTORY     - 1934     MONUMENTED       CGS
 RL1120  HISTORY     - 1982     GOOD             NGS
 RL1120  HISTORY     - 20030711 GOOD             USPSQD
 RL1120  HISTORY     - 20041125 GOOD             USPSQD
 RL1120  HISTORY     - 20050829 GOOD             WIDT
 RL1120  HISTORY     - 20061111 GOOD             USPSQD
 RL1120
 RL1120                          STATION DESCRIPTION
 RL1120
 RL1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL1120'AT POWELL.
 RL1120'AT POWELL, IRON COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 RL1120'ABOUT 115 FEET NORTH OF THE STATION, 42 FEET NORTH OF A ROAD
 RL1120'CROSSING, 40 FEET WEST OF THE TRACK, AND 3 FEET EAST OF THE
 RL1120'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 13 1934 AND SET
 RL1120'IN THE TOP OF A CONCRETE POST.
 RL1120
 RL1120                          STATION RECOVERY (1982)
 RL1120
 RL1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RL1120'RECOVERED THIS DATE.  NOT LEVELED TO, LEVEL LINE REROUTED ALONG U.S.
 RL1120'HIGHWAY 51.
 RL1120'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 RL1120'THE MARK IS ABOVE LEVEL WITH ROAD.
 RL1120
 RL1120                          STATION RECOVERY (2003)
 RL1120
 RL1120'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1120'RECOVERED IN GOOD CONDITION.  FROM THE JUNCTION OF HIGHWAYS 51, 49 AND
 RL1120'182, GO SOUTH ON HIGHWAYS 49 AND 182 FOR 3.6 MILES TO WHERE 182 TURNS
 RL1120'WEST.  CONTINUE SOUTH AND EAST ON HWY 49 FOR 0.9 MILE TO THE CURVE
 RL1120'SOUTH AND POWELL ROAD ON THE LEFT.  TURN LEFT ON POWELL ROAD FOR 0.1
 RL1120'MILE TO A SNOWMOBILE TRAIL AND THE STATION ON THE LEFT.
 RL1120'THE STATION IS ABOUT 42 FEET NORTH OF THE CENTERLINE OF POWELL ROAD,
 RL1120'39 FEET NORTHWEST OF A SNOWMOBILE TRAIL STOP SIGN, 27 FEET NORTHEAST
 RL1120'OF A GREEN BURIED CABLE PEDESTAL NUMBER 5000-22, 9 FEET WEST OF THE
 RL1120'EXTENDED CENTERLINE OF THE DRIVEWAY TO -651W-, 1.5 FEET SOUTH OF A
 RL1120'WHITE METAL WITNESS POST, AND PROJECTS 5 INCHES ABOVE THE GROUND.
 RL1120
 RL1120                          STATION RECOVERY (2004)
 RL1120
 RL1120'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1120'RECOVERED IN GOOD CONDITION.
 RL1120
 RL1120                          STATION RECOVERY (2005)
 RL1120
 RL1120'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1120'RECOVERED IN GOOD CONDITION. -NOTE-STATION IS 13 CM ABOVE GROUND.
 RL1120'-NOTE-THE HIGHWAY DESCRIBED IN THE 2003 RECOVERY NOTES IS HIGHWAY 47,
 RL1120'AND NOT 49 AS PREVIOUSLY DESCRIBED.
 RL1120
 RL1120                          STATION RECOVERY (2006)
 RL1120
 RL1120'RECOVERY NOTE BY US POWER SQUADRON 2006
 RL1120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0103 ***********************************************************************
 PN0103  DESIGNATION -  C 130
 PN0103  PID         -  PN0103
 PN0103  STATE/COUNTY-  WI/BROWN
 PN0103  COUNTRY     -  US
 PN0103  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0103
 PN0103                         *CURRENT SURVEY CONTROL
 PN0103  ______________________________________________________________________
 PN0103* NAD 83(1986) POSITION- 44 37 12.9    (N) 088 02 59.9    (W)   HD_HELD2
 PN0103* NAVD 88 ORTHO HEIGHT -   184.120 (meters)      604.07  (feet) ADJUSTED
 PN0103  ______________________________________________________________________
 PN0103  GEOID HEIGHT    -        -36.285 (meters)                     GEOID18
 PN0103  DYNAMIC HEIGHT  -        184.099 (meters)      604.00  (feet) COMP
 PN0103  MODELED GRAVITY -    980,500.8   (mgal)                       NAVD 88
 PN0103
 PN0103  VERT ORDER      -  SECOND    CLASS I
 PN0103
 PN0103.The horizontal coordinates were established by autonomous hand held GPS
 PN0103.observations and have an estimated accuracy of +/- 10 meters.
 PN0103
 PN0103.The orthometric height was determined by differential leveling and
 PN0103.adjusted by the WI DEPT OF TRANSP
 PN0103.in May 2012.
 PN0103
 PN0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0103.GEOID18 height accuracy estimate available here.
 PN0103
 PN0103.Click photographs - Photos may exist for this station.
 PN0103
 PN0103.The dynamic height is computed by dividing the NAVD 88
 PN0103.geopotential number by the normal gravity value computed on the
 PN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0103.degrees latitude (g = 980.6199 gals.).
 PN0103
 PN0103.The modeled gravity was interpolated from observed gravity values.
 PN0103
 PN0103;                    North         East    Units  Estimated Accuracy
 PN0103;SPC WI C     -    89,299.      754,743.      MT  (+/- 10 meters HH2 GPS)
 PN0103
 PN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1670141302(NAD 83)
 PN0103
 PN0103                          SUPERSEDED SURVEY CONTROL
 PN0103
 PN0103  NAVD 88 (06/15/91)  184.121  (m)          604.07   (f) SUPERSEDED  1 0
 PN0103
 PN0103.Superseded values are not recommended for survey control.
 PN0103
 PN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0103.See file dsdata.pdf to determine how the superseded data were derived.
 PN0103
 PN0103_MARKER: DB = BENCH MARK DISK
 PN0103_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0103_SP_SET: OVERPASS PIER
 PN0103_STAMPING: C 130 1972
 PN0103_MARK LOGO: CGS
 PN0103_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0103+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2015
 PN0103
 PN0103  HISTORY     - Date     Condition        Report By
 PN0103  HISTORY     - 1972     MONUMENTED       NGS
 PN0103  HISTORY     - 19940503 GOOD             WI-009
 PN0103  HISTORY     - 20021115 GOOD             USPSQD
 PN0103  HISTORY     - 20050815 GOOD             WIDT
 PN0103  HISTORY     - 20081210 GOOD             WIDT
 PN0103  HISTORY     - 20150716 GOOD             WIDT
 PN0103
 PN0103                          STATION DESCRIPTION
 PN0103
 PN0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0103'1.1 MI S FROM SUAMICO.
 PN0103'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAYS 41 AND 141 FROM THE
 PN0103'OVERPASS OVER SUNSET BEACH ROAD, SET VERTICALLY IN THE WEST FACE
 PN0103'OF THE SOUTH LEG OF THE CENTER PIER OF THE HARBOR LIGHTS ROAD
 PN0103'OVERPASS OVER THE HIGHWAYS, DIRECTLY BETWEEN THE TWO LANES OF
 PN0103'THE HIGHWAY, 40 FEET EAST OF THE CENTER LINE OF THE SOUTHBOUND
 PN0103'LANE OF THE HIGHWAYS, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND
 PN0103'AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 27, T 25 N,
 PN0103'R 20 E.
 PN0103
 PN0103                          STATION RECOVERY (1994)
 PN0103
 PN0103'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0103'RECOVERED AS DESCRIBED.
 PN0103
 PN0103                          STATION RECOVERY (2002)
 PN0103
 PN0103'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0103'RECOVERED IN GOOD CONDITION.
 PN0103
 PN0103                          STATION RECOVERY (2005)
 PN0103
 PN0103'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0103'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0103
 PN0103                          STATION RECOVERY (2008)
 PN0103
 PN0103'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PN0103'RECOVERED AS DESCRIBED.
 PN0103
 PN0103                          STATION RECOVERY (2015)
 PN0103
 PN0103'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 PN0103'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0149 ***********************************************************************
 PM0149  DESIGNATION -  C 132
 PM0149  PID         -  PM0149
 PM0149  STATE/COUNTY-  WI/MANITOWOC
 PM0149  COUNTRY     -  US
 PM0149  USGS QUAD   -  MANITOWOC (2018)
 PM0149
 PM0149                         *CURRENT SURVEY CONTROL
 PM0149  ______________________________________________________________________
 PM0149* NAD 83(1986) POSITION- 44 02 16.72   (N) 087 41 45.43   (W)   HD_HELD1
 PM0149* NAVD 88 ORTHO HEIGHT -   201.959 (meters)      662.59  (feet) ADJUSTED
 PM0149  ______________________________________________________________________
 PM0149  GEOID HEIGHT    -        -36.139 (meters)                     GEOID18
 PM0149  DYNAMIC HEIGHT  -        201.924 (meters)      662.48  (feet) COMP
 PM0149  MODELED GRAVITY -    980,443.0   (mgal)                       NAVD 88
 PM0149
 PM0149  VERT ORDER      -  FIRST     CLASS 0
 PM0149
 PM0149.The horizontal coordinates were determined by differentially corrected
 PM0149.hand held GPS observations or other comparable positioning techniques
 PM0149.and have an estimated accuracy of +/- 3 meters.
 PM0149
 PM0149.The orthometric height was determined by differential leveling and
 PM0149.adjusted by the NATIONAL GEODETIC SURVEY
 PM0149.in June 1991.
 PM0149
 PM0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0149.GEOID18 height accuracy estimate available here.
 PM0149
 PM0149.Click photographs - Photos may exist for this station.
 PM0149
 PM0149.The dynamic height is computed by dividing the NAVD 88
 PM0149.geopotential number by the normal gravity value computed on the
 PM0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0149.degrees latitude (g = 980.6199 gals.).
 PM0149
 PM0149.The modeled gravity was interpolated from observed gravity values.
 PM0149
 PM0149;                    North         East    Units  Estimated Accuracy
 PM0149;SPC WI S     -   228,958.1     784,656.4     MT  (+/- 3 meters HH1 GPS) 
 PM0149
 PM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4423876326(NAD 83)
 PM0149
 PM0149                          SUPERSEDED SURVEY CONTROL
 PM0149
 PM0149  NGVD 29 (??/??/92)  201.97   (m)          662.6    (f) COMPUTED    1 0
 PM0149
 PM0149.Superseded values are not recommended for survey control.
 PM0149
 PM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0149.See file dsdata.pdf to determine how the superseded data were derived.
 PM0149
 PM0149_MARKER: DV = VERTICAL CONTROL DISK
 PM0149_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PM0149+WITH SETTING: INTO GROUND
 PM0149_STAMPING: C 132 1972
 PM0149_MARK LOGO: NGS
 PM0149_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0149+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 PM0149
 PM0149  HISTORY     - Date     Condition        Report By
 PM0149  HISTORY     - 1972     MONUMENTED       NGS
 PM0149  HISTORY     - 20021119 GOOD             USPSQD
 PM0149  HISTORY     - 20040305 GOOD             USPSQD
 PM0149  HISTORY     - 20060411 GOOD             USPSQD
 PM0149
 PM0149                          STATION DESCRIPTION
 PM0149
 PM0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0149'3.6 MI NE FROM NEWTON.
 PM0149'ABOUT 3.55 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PM0149'RAILWAY FROM THE CROSSING OF COUNTY ROAD U AT NEWTON, ABOUT 4.5
 PM0149'MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 PM0149'POST OFFICE AT MANITOWOC, 5 POLES SOUTHWEST OF MILEPOST 73, 71
 PM0149'FEET NORTHEAST OF THE CENTER OF THE CROSSING OF CLOVER ROAD, 23.3
 PM0149'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 48 FEET NORTH OF THE CENTER
 PM0149'LINE OF CLOVER ROAD, 35.3 FEET WEST OF THE SOUTHWEST CORNER
 PM0149'OF A SMALL METAL BUILDING, 3 1/2 FEET SOUTHWEST OF A TELEPHONE
 PM0149'POLE, 0.5 FOOT EAST OF A METAL WITNESS POST, AND IS A DISK ON
 PM0149'THE TOP OF A COPPER COATED STEEL ROD THAT PROJECTS 1 INCH ABOVE
 PM0149'THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE
 PM0149'THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 PM0149'IS ATTACHED TO A METAL BASE PLATE THAT IS 5 1/2 FEET BELOW THE
 PM0149'LEVEL OF THE GROUND.  SECTION 12, T 18 N, R 23 E.
 PM0149
 PM0149                          STATION RECOVERY (2002)
 PM0149
 PM0149'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0149'RECOVERED IN GOOD CONDITION.  IT IS 0.3 MILE EAST OF COUNTY HIGHWAY CR
 PM0149'AT THE JUNCTION OF CLOVER ROAD AND THE RAILWAY, 16 FEET NORTH OF
 PM0149'UTILITY POLE NO. 1823-12L22, AND 1/2 FOOT NORTHEAST OF A WITNESS POST
 PM0149'AND 3.5 FEET SOUTHWEST OF A TELEPHONE POLE.
 PM0149
 PM0149                          STATION RECOVERY (2004)
 PM0149
 PM0149'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0149'RECOVERED IN GOOD CONDITION.
 PM0149
 PM0149                          STATION RECOVERY (2006)
 PM0149
 PM0149'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 PM0149'RECOVERD IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 33
 PM0149'FEET EAST OF WISCONSIN HEIGHT MODERIZATION STATION --4Y95-- (PID
 PM0149'DE7741).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0190 ***********************************************************************
 OL0190  DESIGNATION -  C 133
 OL0190  PID         -  OL0190
 OL0190  STATE/COUNTY-  WI/SHEBOYGAN
 OL0190  COUNTRY     -  US
 OL0190  USGS QUAD   -  SHEBOYGAN FALLS (2018)
 OL0190
 OL0190                         *CURRENT SURVEY CONTROL
 OL0190  ______________________________________________________________________
 OL0190* NAD 83(1986) POSITION- 43 40 25.     (N) 087 45 45.     (W)   SCALED
 OL0190* NAVD 88 ORTHO HEIGHT -   210.545 (meters)      690.76  (feet) ADJUSTED
 OL0190  ______________________________________________________________________
 OL0190  GEOID HEIGHT    -        -35.665 (meters)                     GEOID18
 OL0190  DYNAMIC HEIGHT  -        210.504 (meters)      690.63  (feet) COMP
 OL0190  MODELED GRAVITY -    980,420.1   (mgal)                       NAVD 88
 OL0190
 OL0190  VERT ORDER      -  FIRST     CLASS 0
 OL0190
 OL0190.The horizontal coordinates were scaled from a map and have
 OL0190.an estimated accuracy of +/- 6 seconds.
 OL0190
 OL0190.The orthometric height was determined by differential leveling and
 OL0190.adjusted by the NATIONAL GEODETIC SURVEY
 OL0190.in June 1991.
 OL0190
 OL0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0190.GEOID18 height accuracy estimate available here.
 OL0190
 OL0190.Click photographs - Photos may exist for this station.
 OL0190
 OL0190.The dynamic height is computed by dividing the NAVD 88
 OL0190.geopotential number by the normal gravity value computed on the
 OL0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0190.degrees latitude (g = 980.6199 gals.).
 OL0190
 OL0190.The modeled gravity was interpolated from observed gravity values.
 OL0190
 OL0190;                    North         East    Units  Estimated Accuracy
 OL0190;SPC WI S     -   188,340.      780,410.      MT  (+/- 180 meters Scaled)
 OL0190
 OL0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP385359(NAD 83)
 OL0190
 OL0190                          SUPERSEDED SURVEY CONTROL
 OL0190
 OL0190  NGVD 29 (??/??/92)  210.57   (m)          690.8    (f) COMPUTED    1 0
 OL0190
 OL0190.Superseded values are not recommended for survey control.
 OL0190
 OL0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0190.See file dsdata.pdf to determine how the superseded data were derived.
 OL0190
 OL0190_MARKER: DV = VERTICAL CONTROL DISK
 OL0190_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OL0190+WITH SETTING: INTO GROUND
 OL0190_STAMPING: C 133 1972
 OL0190_MARK LOGO: NGS
 OL0190_PROJECTION: FLUSH
 OL0190_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0190+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 OL0190
 OL0190  HISTORY     - Date     Condition        Report By
 OL0190  HISTORY     - 1972     MONUMENTED       NGS
 OL0190  HISTORY     - 20060428 GOOD             USPSQD
 OL0190
 OL0190                          STATION DESCRIPTION
 OL0190
 OL0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0190'6.3 MI SW FROM SHEBOYGAN.
 OL0190'ABOUT 2.55 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OL0190'RAILWAY FROM THE STATION AT SHEBOYGAN, THENCE 0.75 MILE WEST
 OL0190'ALONG COUNTY ROAD PP, THENCE 3.0 MILES SOUTHWEST ALONG U.S.
 OL0190'HIGHWAY 141, 0.1 MILE SOUTHWEST OF THE U.S. HIGHWAY 141 OVERPASS
 OL0190'OVER COUNTY ROAD V, 188 FEET SOUTH OF THE SOUTH EDGE OF THE
 OL0190'CONCRETE MEDIAN IN THE CENTER OF COUNTY ROAD V, 96 FEET EAST
 OL0190'OF THE CENTER LINE OF COUNTY ROAD OK, 18 FEET EAST OF THE WEST
 OL0190'END OF A FENCE LINE, 1.7 FEET NORTH OF A WOVEN WIRE FENCE, 0.5
 OL0190'FOOT SOUTHEAST OF A METAL WITNESS POST, 6 1/2 FEET BELOW THE
 OL0190'LEVEL OF COUNTY ROAD OK, AND IS A DISK ON THE TOP OF A 5 1/2 FOOT
 OL0190'LONG COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 OL0190'PLATE.  THE DISK IS 1 INCH BELOW THE LEVEL OF THE GROUND AND
 OL0190'ENCASED IN A 6 INCH IRON PIPE THAT IS FLUSH WITH THE GROUND.
 OL0190'SECTION 20, T14N, R23E.
 OL0190
 OL0190                          STATION RECOVERY (2006)
 OL0190
 OL0190'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0190'RECOVERED IN GOOD CONDITION.  THE STATION IS 58.5 M SOUTH OF THE
 OL0190'CENTER OF COUNTY HIGHWAYS V AND OK, 6.0 M SOUTHEAST OF A YELLOW METAL
 OL0190'RIGHT-OF-WAY POST, 0.3 M WEST OF AN ORANGE FIBERGLASS WITNESS POST,
 OL0190'AND 0.1 M SOUTHEAST OF A METAL WITNESS POST.
 OL0190'NOTE1-- US HIGHWAY 141 IN THE 1972 DESCRIPTION HAS BEEN RESTRUCTURED
 OL0190'AS INTERSTATE HIGHWAY 43.  NOTE2-- BECAUSE OF THE RELOCATION OF THE
 OL0190'HIGHWAY, THE RIGHT-OF-WAY FENCE HAS BEEN MOVED TO THE EAST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0122 ***********************************************************************
 OL0122  DESIGNATION -  C 134
 OL0122  PID         -  OL0122
 OL0122  STATE/COUNTY-  WI/MILWAUKEE
 OL0122  COUNTRY     -  US
 OL0122  USGS QUAD   -  MILWAUKEE (2018)
 OL0122
 OL0122                         *CURRENT SURVEY CONTROL
 OL0122  ______________________________________________________________________
 OL0122* NAD 83(1986) POSITION- 43 06 53.25   (N) 087 55 30.23   (W)   HD_HELD1
 OL0122* NAVD 88 ORTHO HEIGHT -   192.023 (meters)      630.00  (feet) ADJUSTED
 OL0122  ______________________________________________________________________
 OL0122  GEOID HEIGHT    -        -35.162 (meters)                     GEOID18
 OL0122  DYNAMIC HEIGHT  -        191.974 (meters)      629.83  (feet) COMP
 OL0122  MODELED GRAVITY -    980,361.6   (mgal)                       NAVD 88
 OL0122
 OL0122  VERT ORDER      -  FIRST     CLASS 0
 OL0122
 OL0122.The horizontal coordinates were determined by differentially corrected
 OL0122.hand held GPS observations or other comparable positioning techniques
 OL0122.and have an estimated accuracy of +/- 3 meters.
 OL0122
 OL0122.The orthometric height was determined by differential leveling and
 OL0122.adjusted by the NATIONAL GEODETIC SURVEY
 OL0122.in June 1991.
 OL0122
 OL0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0122.GEOID18 height accuracy estimate available here.
 OL0122
 OL0122.Click photographs - Photos may exist for this station.
 OL0122
 OL0122.The dynamic height is computed by dividing the NAVD 88
 OL0122.geopotential number by the normal gravity value computed on the
 OL0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0122.degrees latitude (g = 980.6199 gals.).
 OL0122
 OL0122.The modeled gravity was interpolated from observed gravity values.
 OL0122
 OL0122;                    North         East    Units  Estimated Accuracy
 OL0122;SPC WI S     -   125,943.4     768,850.3     MT  (+/- 3 meters HH1 GPS) 
 OL0122
 OL0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2473973977(NAD 83)
 OL0122
 OL0122                          SUPERSEDED SURVEY CONTROL
 OL0122
 OL0122  NGVD 29 (??/??/92)  192.13   (m)          630.3    (f) COMPUTED    1 0
 OL0122
 OL0122.Superseded values are not recommended for survey control.
 OL0122
 OL0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0122.See file dsdata.pdf to determine how the superseded data were derived.
 OL0122
 OL0122_MARKER: DV = VERTICAL CONTROL DISK
 OL0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0122_SP_SET: ABUTMENT
 OL0122_STAMPING: C 134 1972
 OL0122_MARK LOGO: NGS
 OL0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0122+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 OL0122
 OL0122  HISTORY     - Date     Condition        Report By
 OL0122  HISTORY     - 1972     MONUMENTED       NGS
 OL0122  HISTORY     - 20010817 GOOD             USPSQD
 OL0122  HISTORY     - 20060624 GOOD             USPSQD
 OL0122
 OL0122                          STATION DESCRIPTION
 OL0122
 OL0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0122'AT GLENDALE.
 OL0122'AT GLENDALE (A SUB-DIVISION OF MILWAUKEE), ALONG THE CHICAGO
 OL0122'AND NORTH WESTERN RAILWAY, AT THE NORTH MILWAUKEE RIVER PARKWAY
 OL0122'UNDERPASS, ABOUT 300 FEET NORTHWEST OF THE NORTHWEST END OF THE
 OL0122'RAILWAY BRIDGE OVER THE MILWAUKEE RIVER, 26 FEET NORTHEAST OF THE
 OL0122'NORTHEAST RAIL, SET IN THE TOP OF THE NORTHEAST END OF THE
 OL0122'SOUTHEAST CONCRETE ABUTMENT OF THE UNDERPASS AND 3 FEET BELOW
 OL0122'THE TOP OF THE RAIL.  SECTION 32, T 8 N, R 22 E.
 OL0122
 OL0122                          STATION RECOVERY (2001)
 OL0122
 OL0122'RECOVERY NOTE BY US POWER SQUADRON 2001
 OL0122'RECOVERED IN GOOD CONDITION.
 OL0122
 OL0122                          STATION RECOVERY (2006)
 OL0122
 OL0122'RECOVERY NOTE BY US POWER SQUADRON 2006
 OL0122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN0153 ***********************************************************************
 RN0153  DESIGNATION -  C 135
 RN0153  PID         -  RN0153
 RN0153  STATE/COUNTY-  WI/DOUGLAS
 RN0153  COUNTRY     -  US
 RN0153  USGS QUAD   -  BOREA (2018)
 RN0153
 RN0153                         *CURRENT SURVEY CONTROL
 RN0153  ______________________________________________________________________
 RN0153* NAD 83(1986) POSITION- 46 30 14.     (N) 092 14 37.     (W)   SCALED
 RN0153* NAVD 88 ORTHO HEIGHT -   265.865 (meters)      872.26  (feet) ADJUSTED
 RN0153  ______________________________________________________________________
 RN0153  GEOID HEIGHT    -        -27.725 (meters)                     GEOID18
 RN0153  DYNAMIC HEIGHT  -        265.882 (meters)      872.31  (feet) COMP
 RN0153  MODELED GRAVITY -    980,673.0   (mgal)                       NAVD 88
 RN0153
 RN0153  VERT ORDER      -  SECOND    CLASS 0
 RN0153
 RN0153.The horizontal coordinates were scaled from a map and have
 RN0153.an estimated accuracy of +/- 6 seconds.
 RN0153
 RN0153.The orthometric height was determined by differential leveling and
 RN0153.adjusted by the NATIONAL GEODETIC SURVEY
 RN0153.in June 1991.
 RN0153
 RN0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0153.GEOID18 height accuracy estimate available here.
 RN0153
 RN0153.Click photographs - Photos may exist for this station.
 RN0153
 RN0153.The dynamic height is computed by dividing the NAVD 88
 RN0153.geopotential number by the normal gravity value computed on the
 RN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0153.degrees latitude (g = 980.6199 gals.).
 RN0153
 RN0153.The modeled gravity was interpolated from observed gravity values.
 RN0153
 RN0153;                    North         East    Units  Estimated Accuracy
 RN0153;SPC WI N     -   151,060.      427,820.      MT  (+/- 180 meters Scaled)
 RN0153
 RN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM580503(NAD 83)
 RN0153
 RN0153                          SUPERSEDED SURVEY CONTROL
 RN0153
 RN0153  NGVD 29 (??/??/92)  265.808  (m)          872.07   (f) ADJ UNCH    2 0
 RN0153
 RN0153.Superseded values are not recommended for survey control.
 RN0153
 RN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0153.See file dsdata.pdf to determine how the superseded data were derived.
 RN0153
 RN0153_MARKER: DB = BENCH MARK DISK
 RN0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0153_STAMPING: C 135 1935
 RN0153_MARK LOGO: CGS
 RN0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0153+STABILITY: SURFACE MOTION
 RN0153
 RN0153  HISTORY     - Date     Condition        Report By
 RN0153  HISTORY     - 1935     MONUMENTED       CGS
 RN0153  HISTORY     - 1952     POOR             USGS
 RN0153  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN0153
 RN0153                          STATION DESCRIPTION
 RN0153
 RN0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0153'2.5 MI E FROM FOXBORO.
 RN0153'ALONG THE GREAT NORTHERN R.R. 2.5 MILES E. OF FOXBORO.  MARK IS ON THE
 RN0153'S. SIDE OF E. ABUTMENT OF BRIDGE OVER CREEK.  235 YDS. W. OF MILE POST
 RN0153'NO. 22.  NOTE-- THIS BRIDGE REBUILT IN 1942.  TABLET RAISED ABOUT 1.0
 RN0153'FT IN ELEV.
 RN0153
 RN0153                          STATION RECOVERY (1952)
 RN0153
 RN0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RN0153'MARK RECOVERED IN POOR CONDITION.
 RN0153
 RN0153                          STATION RECOVERY (2004)
 RN0153
 RN0153'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0153'THE STATION IS NOT FOUND, THE STEEL ON BRIDGE IS DATED 1953 AND THE
 RN0153'CONCRETE ABUTMENT IS DATED 1986.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN0293 ***********************************************************************
 RN0293  DESIGNATION -  C 136
 RN0293  PID         -  RN0293
 RN0293  STATE/COUNTY-  WI/DOUGLAS
 RN0293  COUNTRY     -  US
 RN0293  USGS QUAD   -  FROGNER (2019)
 RN0293
 RN0293                         *CURRENT SURVEY CONTROL
 RN0293  ______________________________________________________________________
 RN0293* NAD 83(1986) POSITION- 46 35 38.     (N) 092 16 16.     (W)   SCALED
 RN0293* NAVD 88 ORTHO HEIGHT -   258.506 (meters)      848.12  (feet) ADJUSTED
 RN0293  ______________________________________________________________________
 RN0293  GEOID HEIGHT    -        -28.116 (meters)                     GEOID18
 RN0293  DYNAMIC HEIGHT  -        258.526 (meters)      848.18  (feet) COMP
 RN0293  MODELED GRAVITY -    980,686.1   (mgal)                       NAVD 88
 RN0293
 RN0293  VERT ORDER      -  SECOND    CLASS 0
 RN0293
 RN0293.The horizontal coordinates were scaled from a map and have
 RN0293.an estimated accuracy of +/- 6 seconds.
 RN0293
 RN0293.The orthometric height was determined by differential leveling and
 RN0293.adjusted by the NATIONAL GEODETIC SURVEY
 RN0293.in June 1991.
 RN0293
 RN0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0293.GEOID18 height accuracy estimate available here.
 RN0293
 RN0293.Click photographs - Photos may exist for this station.
 RN0293
 RN0293.The dynamic height is computed by dividing the NAVD 88
 RN0293.geopotential number by the normal gravity value computed on the
 RN0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0293.degrees latitude (g = 980.6199 gals.).
 RN0293
 RN0293.The modeled gravity was interpolated from observed gravity values.
 RN0293
 RN0293;                    North         East    Units  Estimated Accuracy
 RN0293;SPC WI N     -   161,120.      425,990.      MT  (+/- 180 meters Scaled)
 RN0293
 RN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM558602(NAD 83)
 RN0293
 RN0293                          SUPERSEDED SURVEY CONTROL
 RN0293
 RN0293  NGVD 29 (??/??/92)  258.454  (m)          847.94   (f) ADJ UNCH    2 0
 RN0293
 RN0293.Superseded values are not recommended for survey control.
 RN0293
 RN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0293.See file dsdata.pdf to determine how the superseded data were derived.
 RN0293
 RN0293_MARKER: DB = BENCH MARK DISK
 RN0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0293_STAMPING: C 136 1935
 RN0293_MARK LOGO: CGS
 RN0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0293+STABILITY: SURFACE MOTION
 RN0293
 RN0293  HISTORY     - Date     Condition        Report By
 RN0293  HISTORY     - 1935     MONUMENTED       CGS
 RN0293  HISTORY     - 1954     MARK NOT FOUND   USGS
 RN0293
 RN0293                          STATION DESCRIPTION
 RN0293
 RN0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0293'6.8 MI SW FROM OLIVER.
 RN0293'ALONG THE MILITARY ROAD, 6.8 MILES S.W. OF OLIVER.  MARK IS 1 MILE E.
 RN0293'OF JCT WITH COUNTY ROAD C. ACROSS ROAD FROM TELEPHONE POLE MARKED NO.
 RN0293'9, AND 12 YDS. N. OF CENTER OF ROAD.
 RN0293
 RN0293                          STATION RECOVERY (1954)
 RN0293
 RN0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RN0293'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP7609 ***********************************************************************
 DP7609  DESIGNATION -  C 137 RESET
 DP7609  PID         -  DP7609
 DP7609  STATE/COUNTY-  WI/MILWAUKEE
 DP7609  COUNTRY     -  US
 DP7609  USGS QUAD   -  GREENDALE (2018)
 DP7609
 DP7609                         *CURRENT SURVEY CONTROL
 DP7609  ______________________________________________________________________
 DP7609* NAD 83(1986) POSITION- 42 52 36.90   (N) 087 54 46.16   (W)   HD_HELD1
 DP7609* NAVD 88 ORTHO HEIGHT -   207.854 (meters)      681.93  (feet) ADJUSTED
 DP7609  ______________________________________________________________________
 DP7609  GEOID HEIGHT    -        -34.903 (meters)                     GEOID18
 DP7609  DYNAMIC HEIGHT  -        207.796 (meters)      681.74  (feet) COMP
 DP7609  MODELED GRAVITY -    980,337.5   (mgal)                       NAVD 88
 DP7609
 DP7609  VERT ORDER      -  SECOND    CLASS I
 DP7609
 DP7609.The horizontal coordinates were determined by differentially corrected
 DP7609.hand held GPS observations or other comparable positioning techniques
 DP7609.and have an estimated accuracy of +/- 3 meters.
 DP7609
 DP7609.The orthometric height was determined by differential leveling and
 DP7609.adjusted by the NATIONAL GEODETIC SURVEY
 DP7609.in July 2015.
 DP7609
 DP7609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7609.GEOID18 height accuracy estimate available here.
 DP7609
 DP7609.Click photographs - Photos may exist for this station.
 DP7609
 DP7609.The dynamic height is computed by dividing the NAVD 88
 DP7609.geopotential number by the normal gravity value computed on the
 DP7609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7609.degrees latitude (g = 980.6199 gals.).
 DP7609
 DP7609.The modeled gravity was interpolated from observed gravity values.
 DP7609
 DP7609;                    North         East    Units  Estimated Accuracy
 DP7609;SPC WI S     -    99,551.5     770,507.6     MT  (+/- 3 meters HH1 GPS) 
 DP7609
 DP7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2544847550(NAD 83)
 DP7609
 DP7609                          SUPERSEDED SURVEY CONTROL
 DP7609
 DP7609.No superseded survey control is available for this station.
 DP7609
 DP7609_MARKER: DD = SURVEY DISK
 DP7609_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP7609_SP_SET: PARAPET
 DP7609_STAMPING: C 137 1972 RESET 2014
 DP7609_MARK LOGO: WIDT
 DP7609_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DP7609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7609+STABILITY: SURFACE MOTION
 DP7609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7609+SATELLITE: SATELLITE OBSERVATIONS - 2014
 DP7609
 DP7609  HISTORY     - Date     Condition        Report By
 DP7609  HISTORY     - 2014     MONUMENTED       WIDT
 DP7609
 DP7609                          STATION DESCRIPTION
 DP7609
 DP7609'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP7609'THE STATION IS LOCATED IN THE CITY OF OAK CREEK, ABOUT 12 MI (19.3 KM)
 DP7609'NORTH OF STURTEVANT AND ABOUT 5 MI (8.0 KM) SOUTH OF GENERAL MITCHELL
 DP7609'INTERNATIONAL AIRPORT.
 DP7609'
 DP7609'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND US
 DP7609'HIGHWAY 41 WITH COUNTY HIGHWAY BB (RAWSON AVENUE) (EXIT 320), GO EAST
 DP7609'ON COUNTY HIGHWAY BB (RAWSON AVENUE) FOR 1.25 MI TO STATE HIGHWAY 38
 DP7609'(HOWELL AVENUE).  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 38 (HOWELL
 DP7609'AVENUE) FOR 2.0 MI TO PUETZ ROAD, CONTINUE SOUTH ON STATE HIGHWAY 38
 DP7609'(HOWELL AVENUE) FOR 0.6 MI TO A BRIDGE OVER OAK CREEK AND THE STATION
 DP7609'ON THE RIGHT.
 DP7609'
 DP7609'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK
 DP7609'SET IN THE TOP OF THE NORTH END OF THE WEST PARAPET WALL OF THE
 DP7609'SOUTHBOUND STATE HIGHWAY 38 (HOWELL AVENUE) BRIDGE -B-40-294-68- OVER
 DP7609'OAK CREEK.   THE BENCH MARK DISK IS APPROXIMATELY 0.8 M (2.6 FT)
 DP7609'HIGHER THAN THE SIDEWALK GRADE.
 DP7609'
 DP7609'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE SOUTH AND TREES TO THE
 DP7609'WEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DP7609'
 DP7609'NOTE2-THE HOWELL AVENUE BRIDGE OVER OAK CREEK WAS REPLACED IN 2014.
 DP7609'THE BENCH MARK DISK C 137 (PID-NG0333) WAS SALVAGED FROM THE BRIDGE
 DP7609'PRIOR TO DEMOLITION AND WAS LATER RESET BY CONSTRUCTION STAFF IN THE
 DP7609'PARAPET WALL OF THE NEW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1332 ***********************************************************************
 ON1332  DESIGNATION -  C 145 RESET
 ON1332  PID         -  ON1332
 ON1332  STATE/COUNTY-  WI/LA CROSSE
 ON1332  COUNTRY     -  US
 ON1332  USGS QUAD   -  LA CROSSE (2018)
 ON1332
 ON1332                         *CURRENT SURVEY CONTROL
 ON1332  ______________________________________________________________________
 ON1332* NAD 83(1986) POSITION- 43 49 54.61   (N) 091 14 58.50   (W)   HD_HELD1
 ON1332* NAVD 88 ORTHO HEIGHT -   206.64  (meters)      678.0   (feet) RESET
 ON1332  ______________________________________________________________________
 ON1332  GEOID HEIGHT    -        -31.770 (meters)                     GEOID18
 ON1332  VERT ORDER      -  THIRD
 ON1332
 ON1332.The horizontal coordinates were determined by differentially corrected
 ON1332.hand held GPS observations or other comparable positioning techniques
 ON1332.and have an estimated accuracy of +/- 3 meters.
 ON1332
 ON1332.The orthometric height was computed from unverified reset data.
 ON1332
 ON1332.No vertical observational check was made to the station.
 ON1332
 ON1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1332.GEOID18 height accuracy estimate available here.
 ON1332
 ON1332.Click photographs - Photos may exist for this station.
 ON1332
 ON1332;                    North         East    Units  Estimated Accuracy
 ON1332;SPC WI S     -   204,255.8     499,500.7     MT  (+/- 3 meters HH1 GPS) 
 ON1332
 ON1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4073454684(NAD 83)
 ON1332
 ON1332                          SUPERSEDED SURVEY CONTROL
 ON1332
 ON1332  NGVD 29 (07/09/15)  206.66   (m)          678.0    (f) RESET       3  
 ON1332
 ON1332.Superseded values are not recommended for survey control.
 ON1332
 ON1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1332.See file dsdata.pdf to determine how the superseded data were derived.
 ON1332
 ON1332_MARKER: DV = VERTICAL CONTROL DISK
 ON1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON1332_SP_SET: BRIDGE PARAPET
 ON1332_STAMPING: C 145 RESET 1983
 ON1332_MARK LOGO: NGS
 ON1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1332+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2013
 ON1332
 ON1332  HISTORY     - Date     Condition        Report By
 ON1332  HISTORY     - 19830401 MONUMENTED       NGS
 ON1332  HISTORY     - 20030520 GOOD             USPSQD
 ON1332  HISTORY     - 20100816 GOOD             WIDT
 ON1332  HISTORY     - 20130410 GOOD             MNDT
 ON1332
 ON1332                          STATION DESCRIPTION
 ON1332
 ON1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ON1332'1.3 MILES (2.1 KM) NORTH FROM THE POST OFFICE IN LA CROSSE, MARK IS IN
 ON1332'NORTH LA CROSSE ON US HIGHWAY 53 SOUTHBOUND OVERHEAD OVER THE
 ON1332'MILWAUKEE ROAD RAILROAD, TOP OF CONCRETE PARAPET SOUTHEAST CORNER OF
 ON1332'STRUCTURE.
 ON1332
 ON1332                          STATION RECOVERY (2003)
 ON1332
 ON1332'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON1332'RECOVERED IN GOOD CONDITION.  ADD- THE STATION IS AT THE SOUTHEAST END
 ON1332'OF THE BRIDGE, NORTH OF THE SOUTHBOUND DOWNGRADE OFF THE BRIDGE.
 ON1332'THERE ARE NO OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 ON1332
 ON1332                          STATION RECOVERY (2010)
 ON1332
 ON1332'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON1332'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS AT THE SOUTH END OF
 ON1332'THE SECTION OF THE EAST PARAPET OVER THE BRIDGE DECK, ABOVE THE BRIDGE
 ON1332'NUMBER PLATE, AND 0.4 M NORTH OF THE BRIDGE EXPANSION JOINT.
 ON1332
 ON1332                          STATION RECOVERY (2013)
 ON1332
 ON1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 ON1332'1.3 MI (2.1 KM) NORTH FROM THE POST OFFICE IN LA CROSSE, MARK IS IN
 ON1332'NORTH LA CROSSE ON US HIGHWAY 53 SOUTHBOUND OVERHEAD OVER THE
 ON1332'MILWAUKEE ROAD RAILROAD, TOP OF CONCRETE PARAPET SOUTHEAST CORNER OF
 ON1332'STRUCTURE.  THE STATION IS AT THE SOUTHEAST END OF THE BRIDGE, NORTH
 ON1332'OF THE SOUTHBOUND DOWNGRADE OFF THE BRIDGE.  THERE ARE NO OBSTRUCTIONS
 ON1332'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.  MNDT CONSIDERS MARK
 ON1332'UNSUITABLE FOR GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0394 ***********************************************************************
 RM0394  DESIGNATION -  C 146
 RM0394  PID         -  RM0394
 RM0394  STATE/COUNTY-  WI/WASHBURN
 RM0394  COUNTRY     -  US
 RM0394  USGS QUAD   -  MINONG (2018)
 RM0394
 RM0394                         *CURRENT SURVEY CONTROL
 RM0394  ______________________________________________________________________
 RM0394* NAD 83(1986) POSITION- 46 05 56.     (N) 091 45 55.     (W)   SCALED
 RM0394* NAVD 88 ORTHO HEIGHT -   335.121 (meters)     1099.48  (feet) ADJUSTED
 RM0394  ______________________________________________________________________
 RM0394  GEOID HEIGHT    -        -27.366 (meters)                     GEOID18
 RM0394  DYNAMIC HEIGHT  -        335.149 (meters)     1099.57  (feet) COMP
 RM0394  MODELED GRAVITY -    980,689.0   (mgal)                       NAVD 88
 RM0394
 RM0394  VERT ORDER      -  FIRST     CLASS II
 RM0394
 RM0394.The horizontal coordinates were scaled from a map and have
 RM0394.an estimated accuracy of +/- 6 seconds.
 RM0394
 RM0394.The orthometric height was determined by differential leveling and
 RM0394.adjusted by the NATIONAL GEODETIC SURVEY
 RM0394.in June 1991.
 RM0394
 RM0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0394.GEOID18 height accuracy estimate available here.
 RM0394
 RM0394.Click photographs - Photos may exist for this station.
 RM0394
 RM0394.The dynamic height is computed by dividing the NAVD 88
 RM0394.geopotential number by the normal gravity value computed on the
 RM0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0394.degrees latitude (g = 980.6199 gals.).
 RM0394
 RM0394.The modeled gravity was interpolated from observed gravity values.
 RM0394
 RM0394;                    North         East    Units  Estimated Accuracy
 RM0394;SPC WI N     -   105,130.      463,520.      MT  (+/- 180 meters Scaled)
 RM0394
 RM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM954057(NAD 83)
 RM0394
 RM0394                          SUPERSEDED SURVEY CONTROL
 RM0394
 RM0394.No superseded survey control is available for this station.
 RM0394
 RM0394_MARKER: DV = VERTICAL CONTROL DISK
 RM0394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0394_STAMPING: C 146 1979
 RM0394_MARK LOGO: NGS
 RM0394_PROJECTION: FLUSH
 RM0394_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0394_ROD/PIPE-DEPTH: 16.8 meters
 RM0394
 RM0394  HISTORY     - Date     Condition        Report By
 RM0394  HISTORY     - 1979     MONUMENTED       NGS
 RM0394  HISTORY     - 20041130 MARK NOT FOUND   WIDT
 RM0394  HISTORY     - 20081016 MARK NOT FOUND   WIDT
 RM0394
 RM0394                          STATION DESCRIPTION
 RM0394
 RM0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0394'2.9 MI EAST FROM MINONG.
 RM0394'2.9 MILES EAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF U.S.
 RM0394'HIGHWAY 53 IN MINONG, 100 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF A
 RM0394'LARGE RED BARN, 12.0 FT. SOUTH OF THE WESTERNMOST ONE OF TWO 36-INCH
 RM0394'OAK TREES, 35.0 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.0 FT.
 RM0394'WEST OF A WIRE FENCE GATE POST, 59.0 FT. EAST OF A POWERLINE POLE,
 RM0394'1.0 FT. SOUTH OF THE FENCE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO
 RM0394'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0394'THE MARK IS 3 FT  E FROM A WITNESS POST.
 RM0394'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RM0394
 RM0394                          STATION RECOVERY (2004)
 RM0394
 RM0394'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0394'ROAD REDONE.
 RM0394
 RM0394                          STATION RECOVERY (2008)
 RM0394
 RM0394'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 RM0394'THE STATION WAS NOT FOUND.  THE 1979 DESCRIPTION DOES NOT ACCURATELY
 RM0394'DESCRIBE THE PRESENT SITUATION.  THERE IS NO FENCE AND GATE, THE POWER
 RM0394'POLES HAVE BEEN REPLACED, SOME TREES HAVE BEEN CUT DOWN AND REMOVED,
 RM0394'AND THERE IS NO WITNESS POST.  THE RED BARN IS AT FIRE NUMBER
 RM0394'--W4454--.  THE DISTANCES DESCRIBED PLACE THE STATION BELOW THE
 RM0394'HIGHWAY PAVEMENT.
 RM0394'IT APPEARS AS THOUGH THE HIGHWAY AND DITCHES HAVE BEEN MODIFIED
 RM0394'POSSIBLY REMOVING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0333 ***********************************************************************
 QN0333  DESIGNATION -  C 147
 QN0333  PID         -  QN0333
 QN0333  STATE/COUNTY-  WI/SAWYER
 QN0333  COUNTRY     -  US
 QN0333  USGS QUAD   -  HAUER (2018)
 QN0333
 QN0333                         *CURRENT SURVEY CONTROL
 QN0333  ______________________________________________________________________
 QN0333* NAD 83(1986) POSITION- 45 48 42.7    (N) 091 23 47.8    (W)   HD_HELD2
 QN0333* NAVD 88 ORTHO HEIGHT -   395.267 (meters)     1296.81  (feet) ADJUSTED
 QN0333  ______________________________________________________________________
 QN0333  GEOID HEIGHT    -        -29.716 (meters)                     GEOID18
 QN0333  DYNAMIC HEIGHT  -        395.250 (meters)     1296.75  (feet) COMP
 QN0333  MODELED GRAVITY -    980,560.7   (mgal)                       NAVD 88
 QN0333
 QN0333  VERT ORDER      -  FIRST     CLASS II
 QN0333
 QN0333.The horizontal coordinates were established by autonomous hand held GPS
 QN0333.observations and have an estimated accuracy of +/- 10 meters.
 QN0333
 QN0333.The orthometric height was determined by differential leveling and
 QN0333.adjusted by the NATIONAL GEODETIC SURVEY
 QN0333.in June 1991.
 QN0333
 QN0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0333.GEOID18 height accuracy estimate available here.
 QN0333
 QN0333.Click photographs - Photos may exist for this station.
 QN0333
 QN0333.The dynamic height is computed by dividing the NAVD 88
 QN0333.geopotential number by the normal gravity value computed on the
 QN0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0333.degrees latitude (g = 980.6199 gals.).
 QN0333
 QN0333.The modeled gravity was interpolated from observed gravity values.
 QN0333
 QN0333;                    North         East    Units  Estimated Accuracy
 QN0333;SPC WI N     -    72,664.      491,457.      MT  (+/- 10 meters HH2 GPS)
 QN0333
 QN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2457374394(NAD 83)
 QN0333
 QN0333                          SUPERSEDED SURVEY CONTROL
 QN0333
 QN0333.No superseded survey control is available for this station.
 QN0333
 QN0333_MARKER: DV = VERTICAL CONTROL DISK
 QN0333_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0333_STAMPING: C 147 1979
 QN0333_MARK LOGO: NGS
 QN0333_PROJECTION: FLUSH
 QN0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0333_ROD/PIPE-DEPTH: 4.88 meters
 QN0333
 QN0333  HISTORY     - Date     Condition        Report By
 QN0333  HISTORY     - 1979     MONUMENTED       NGS
 QN0333
 QN0333                          STATION DESCRIPTION
 QN0333
 QN0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0333'4.75 MI NORTH FROM COUDERAY.
 QN0333'4.75 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0333'COUDERAY, AT THE JUNCTION OF AN ASPHALT ROAD LEADING WEST TO THE
 QN0333'COUDERAY RIVER, ON THE LAC COURTE OREILLES INDIAN RESERVATION, 33.0
 QN0333'FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 42.0 FT. SOUTH OF THE
 QN0333'EXTENDED CENTERLINE OF THE ROAD.
 QN0333'THE MARK IS 2 FT  W FROM A WITNESS POST.
 QN0333'THE MARK IS 2 FT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0303 ***********************************************************************
 QN0303  DESIGNATION -  C 148
 QN0303  PID         -  QN0303
 QN0303  STATE/COUNTY-  WI/RUSK
 QN0303  COUNTRY     -  US
 QN0303  USGS QUAD   -  CRANE (2018)
 QN0303
 QN0303                         *CURRENT SURVEY CONTROL
 QN0303  ______________________________________________________________________
 QN0303* NAD 83(1986) POSITION- 45 30 30.     (N) 091 11 13.     (W)   SCALED
 QN0303* NAVD 88 ORTHO HEIGHT -   340.996 (meters)     1118.75  (feet) ADJUSTED
 QN0303  ______________________________________________________________________
 QN0303  GEOID HEIGHT    -        -30.344 (meters)                     GEOID18
 QN0303  DYNAMIC HEIGHT  -        340.978 (meters)     1118.69  (feet) COMP
 QN0303  MODELED GRAVITY -    980,553.9   (mgal)                       NAVD 88
 QN0303
 QN0303  VERT ORDER      -  FIRST     CLASS II
 QN0303
 QN0303.The horizontal coordinates were scaled from a map and have
 QN0303.an estimated accuracy of +/- 6 seconds.
 QN0303
 QN0303.The orthometric height was determined by differential leveling and
 QN0303.adjusted by the NATIONAL GEODETIC SURVEY
 QN0303.in June 1991.
 QN0303
 QN0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0303.GEOID18 height accuracy estimate available here.
 QN0303
 QN0303.Click photographs - Photos may exist for this station.
 QN0303
 QN0303.The dynamic height is computed by dividing the NAVD 88
 QN0303.geopotential number by the normal gravity value computed on the
 QN0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0303.degrees latitude (g = 980.6199 gals.).
 QN0303
 QN0303.The modeled gravity was interpolated from observed gravity values.
 QN0303
 QN0303;                    North         East    Units  Estimated Accuracy
 QN0303;SPC WI C     -   186,810.      507,250.      MT  (+/- 180 meters Scaled)
 QN0303
 QN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL416410(NAD 83)
 QN0303
 QN0303                          SUPERSEDED SURVEY CONTROL
 QN0303
 QN0303.No superseded survey control is available for this station.
 QN0303
 QN0303_MARKER: DV = VERTICAL CONTROL DISK
 QN0303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0303_STAMPING: C 148 1979
 QN0303_MARK LOGO: NGS
 QN0303_PROJECTION: FLUSH
 QN0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0303+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 QN0303_ROD/PIPE-DEPTH: 9.14 meters
 QN0303
 QN0303  HISTORY     - Date     Condition        Report By
 QN0303  HISTORY     - 1979     MONUMENTED       NGS
 QN0303  HISTORY     - 20051201 GOOD             WIDT
 QN0303
 QN0303                          STATION DESCRIPTION
 QN0303
 QN0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0303'4.85 MI SE FROM IMALONE.
 QN0303'4.85 MILES SOUTHEAST ALONG COUNTY ROAD A FROM THE JUNCTION OF STATE
 QN0303'HIGHWAY 40 IN IMALONE, 34.0 FT. NORTH OF THE CENTERLINE OF THE ROAD,
 QN0303'63.0 FT. EAST OF A POWERLINE POLE, 69.0 FT. NORTHEAST OF THE CENTER OF
 QN0303'A PRIVATE DRIVE.
 QN0303'THE MARK IS 2 FT  W FROM A WITNESS POST.
 QN0303'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QN0303
 QN0303                          STATION RECOVERY (2005)
 QN0303
 QN0303'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0303'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 17.9 M EAST OF
 QN0303'POWER POLE --13-13-- WITH ONE TRANSFORMER, 14.7 M EAST OF THE EXTENDED
 QN0303'CENTERLINE OF PRIVATE ENTRANCE --W9957--, 0.4 M WEST OF A WHITE METAL
 QN0303'WITNESS POST, AND 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF
 QN0303'THREE WHITE PLASTIC WITNESS POSTS.
 QN0303'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTH AND
 QN0303'SOUTH QUADRANTS EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0366 ***********************************************************************
 QN0366  DESIGNATION -  C 149
 QN0366  PID         -  QN0366
 QN0366  STATE/COUNTY-  WI/BARRON
 QN0366  COUNTRY     -  US
 QN0366  USGS QUAD   -  RICE LAKE SOUTH (2018)
 QN0366
 QN0366                         *CURRENT SURVEY CONTROL
 QN0366  ______________________________________________________________________
 QN0366* NAD 83(1986) POSITION- 45 24 28.     (N) 091 37 43.     (W)   SCALED
 QN0366* NAVD 88 ORTHO HEIGHT -   349.185 (meters)     1145.62  (feet) ADJUSTED
 QN0366  ______________________________________________________________________
 QN0366  GEOID HEIGHT    -        -30.254 (meters)                     GEOID18
 QN0366  DYNAMIC HEIGHT  -        349.160 (meters)     1145.54  (feet) COMP
 QN0366  MODELED GRAVITY -    980,537.6   (mgal)                       NAVD 88
 QN0366
 QN0366  VERT ORDER      -  SECOND    CLASS I
 QN0366
 QN0366.The horizontal coordinates were scaled from a map and have
 QN0366.an estimated accuracy of +/- 6 seconds.
 QN0366
 QN0366.The orthometric height was determined by differential leveling and
 QN0366.adjusted by the WI DEPT OF TRANSP
 QN0366.in May 2012.
 QN0366
 QN0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0366.GEOID18 height accuracy estimate available here.
 QN0366
 QN0366.Click photographs - Photos may exist for this station.
 QN0366
 QN0366.The dynamic height is computed by dividing the NAVD 88
 QN0366.geopotential number by the normal gravity value computed on the
 QN0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0366.degrees latitude (g = 980.6199 gals.).
 QN0366
 QN0366.The modeled gravity was interpolated from observed gravity values.
 QN0366
 QN0366;                    North         East    Units  Estimated Accuracy
 QN0366;SPC WI C     -   176,230.      472,510.      MT  (+/- 180 meters Scaled)
 QN0366
 QN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL073291(NAD 83)
 QN0366
 QN0366                          SUPERSEDED SURVEY CONTROL
 QN0366
 QN0366  NAVD 88 (06/15/91)  349.174  (m)         1145.58   (f) SUPERSEDED  1 2
 QN0366
 QN0366.Superseded values are not recommended for survey control.
 QN0366
 QN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0366.See file dsdata.pdf to determine how the superseded data were derived.
 QN0366
 QN0366_MARKER: DV = VERTICAL CONTROL DISK
 QN0366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QN0366_SP_SET: HEADWALL
 QN0366_STAMPING: C 149 1980
 QN0366_MARK LOGO: NGS
 QN0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0366+STABILITY: SURFACE MOTION
 QN0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0366+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 QN0366
 QN0366  HISTORY     - Date     Condition        Report By
 QN0366  HISTORY     - 1980     MONUMENTED       NGS
 QN0366  HISTORY     - 20050927 GOOD             WIDT
 QN0366  HISTORY     - 20080813 GOOD             WIDT
 QN0366
 QN0366                          STATION DESCRIPTION
 QN0366
 QN0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0366'9.3 KM EAST FROM CAMERON.
 QN0366'9.3 KM (5.8 MI) EAST ALONG U.S. HIGHWAY 8 FROM THE POST OFFICE IN
 QN0366'CAMERON, 0.15 KM (0.1 MI) EAST OF A DRIVE LEADING SOUTH, IN TOP OF THE
 QN0366'EAST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE CULVERT OVER THE
 QN0366'SOUTHEAST BRANCH OF THE GERMAN CREEK, 18.8 M (62.0 FT) SOUTH OF THE
 QN0366'CENTERLINE OF THE HIGHWAY.
 QN0366'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 QN0366'THE MARK IS 6.1 M BELOW THE HIGHWAY.
 QN0366
 QN0366                          STATION RECOVERY (2005)
 QN0366
 QN0366'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0366'RECOVERED AS DESCRIBED.  --NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION
 QN0366'ARE TREES IN THE SOUTHERN QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE
 QN0366'HORIZON AND THE HIGHWAY EMBANKMENT TO THE NORTH EXTENDING TO 15
 QN0366'DEGREES ABOVE THE HORIZON.
 QN0366
 QN0366                          STATION RECOVERY (2008)
 QN0366
 QN0366'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 QN0366'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0037 ***********************************************************************
 QN0037  DESIGNATION -  C 15
 QN0037  PID         -  QN0037
 QN0037  STATE/COUNTY-  WI/PRICE
 QN0037  COUNTRY     -  US
 QN0037  USGS QUAD   -  PARK FALLS (2018)
 QN0037
 QN0037                         *CURRENT SURVEY CONTROL
 QN0037  ______________________________________________________________________
 QN0037* NAD 83(1986) POSITION- 45 52 42.85   (N) 090 25 09.58   (W)   HD_HELD1
 QN0037* NAVD 88 ORTHO HEIGHT -   443.278 (meters)     1454.32  (feet) ADJUSTED
 QN0037  ______________________________________________________________________
 QN0037  GEOID HEIGHT    -        -30.609 (meters)                     GEOID18
 QN0037  DYNAMIC HEIGHT  -        443.266 (meters)     1454.28  (feet) COMP
 QN0037  MODELED GRAVITY -    980,574.3   (mgal)                       NAVD 88
 QN0037
 QN0037  VERT ORDER      -  SECOND    CLASS 0
 QN0037
 QN0037.The horizontal coordinates were determined by differentially corrected
 QN0037.hand held GPS observations or other comparable positioning techniques
 QN0037.and have an estimated accuracy of +/- 3 meters.
 QN0037
 QN0037.The orthometric height was determined by differential leveling and
 QN0037.adjusted by the NATIONAL GEODETIC SURVEY
 QN0037.in June 1991.
 QN0037
 QN0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0037.GEOID18 height accuracy estimate available here.
 QN0037
 QN0037.Click photographs - Photos may exist for this station.
 QN0037
 QN0037.The dynamic height is computed by dividing the NAVD 88
 QN0037.geopotential number by the normal gravity value computed on the
 QN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0037.degrees latitude (g = 980.6199 gals.).
 QN0037
 QN0037.The modeled gravity was interpolated from observed gravity values.
 QN0037
 QN0037;                    North         East    Units  Estimated Accuracy
 QN0037;SPC WI N     -    79,209.4     567,448.0     MT  (+/- 3 meters HH1 GPS) 
 QN0037
 QN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0026283794(NAD 83)
 QN0037
 QN0037                          SUPERSEDED SURVEY CONTROL
 QN0037
 QN0037  NGVD 29 (??/??/92)  443.270  (m)         1454.30   (f) ADJ UNCH    2 0
 QN0037
 QN0037.Superseded values are not recommended for survey control.
 QN0037
 QN0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0037.See file dsdata.pdf to determine how the superseded data were derived.
 QN0037
 QN0037_MARKER: DB = BENCH MARK DISK
 QN0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0037_STAMPING: C 15 1934
 QN0037_MARK LOGO: CGS
 QN0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0037+STABILITY: SURFACE MOTION
 QN0037
 QN0037  HISTORY     - Date     Condition        Report By
 QN0037  HISTORY     - 1934     MONUMENTED       CGS
 QN0037  HISTORY     - 1966     MARK NOT FOUND   USGS
 QN0037  HISTORY     - 20041013 MARK NOT FOUND   WIDT
 QN0037
 QN0037                          STATION DESCRIPTION
 QN0037
 QN0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0037'AT FIFIELD.
 QN0037'AT FIFIELD, PRICE COUNTY, ON THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0037'STE MARIE RAILWAY, 46 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 QN0037'70, AND 24 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED C 15
 QN0037'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0037
 QN0037                          STATION RECOVERY (1966)
 QN0037
 QN0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QN0037'MARK NOT FOUND.
 QN0037
 QN0037                          STATION RECOVERY (2004)
 QN0037
 QN0037'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0401 ***********************************************************************
 RM0401  DESIGNATION -  C 150
 RM0401  PID         -  RM0401
 RM0401  STATE/COUNTY-  WI/WASHBURN
 RM0401  COUNTRY     -  US
 RM0401  USGS QUAD   -  GORDON (2018)
 RM0401
 RM0401                         *CURRENT SURVEY CONTROL
 RM0401  ______________________________________________________________________
 RM0401* NAD 83(1986) POSITION- 46 08 15.88   (N) 091 48 58.38   (W)   HD_HELD1
 RM0401* NAVD 88 ORTHO HEIGHT -   315.720 (meters)     1035.82  (feet) ADJUSTED
 RM0401  ______________________________________________________________________
 RM0401  GEOID HEIGHT    -        -27.132 (meters)                     GEOID18
 RM0401  DYNAMIC HEIGHT  -        315.750 (meters)     1035.92  (feet) COMP
 RM0401  MODELED GRAVITY -    980,699.2   (mgal)                       NAVD 88
 RM0401
 RM0401  VERT ORDER      -  FIRST     CLASS II
 RM0401
 RM0401.The horizontal coordinates were determined by differentially corrected
 RM0401.hand held GPS observations or other comparable positioning techniques
 RM0401.and have an estimated accuracy of +/- 3 meters.
 RM0401
 RM0401.The orthometric height was determined by differential leveling and
 RM0401.adjusted by the NATIONAL GEODETIC SURVEY
 RM0401.in June 1991.
 RM0401
 RM0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0401.GEOID18 height accuracy estimate available here.
 RM0401
 RM0401.Click photographs - Photos may exist for this station.
 RM0401
 RM0401.The dynamic height is computed by dividing the NAVD 88
 RM0401.geopotential number by the normal gravity value computed on the
 RM0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0401.degrees latitude (g = 980.6199 gals.).
 RM0401
 RM0401.The modeled gravity was interpolated from observed gravity values.
 RM0401
 RM0401;                    North         East    Units  Estimated Accuracy
 RM0401;SPC WI N     -   109,534.1     459,679.3     MT  (+/- 3 meters HH1 GPS) 
 RM0401
 RM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9143510033(NAD 83)
 RM0401
 RM0401                          SUPERSEDED SURVEY CONTROL
 RM0401
 RM0401.No superseded survey control is available for this station.
 RM0401
 RM0401_MARKER: DV = VERTICAL CONTROL DISK
 RM0401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0401_STAMPING: C 150 1979
 RM0401_MARK LOGO: NGS
 RM0401_PROJECTION: FLUSH
 RM0401_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0401+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2008
 RM0401_ROD/PIPE-DEPTH: 9.14 meters
 RM0401
 RM0401  HISTORY     - Date     Condition        Report By
 RM0401  HISTORY     - 1979     MONUMENTED       NGS
 RM0401  HISTORY     - 1983     GOOD             NGS
 RM0401  HISTORY     - 20081006 GOOD             WIDT
 RM0401
 RM0401                          STATION DESCRIPTION
 RM0401
 RM0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0401'2.7 MI NORTH FROM MINONG.
 RM0401'2.7 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF STATE
 RM0401'HIGHWAY 77 IN MINONG, AT A POWERLINE CROSSING AND A PRIVATE DRIVE
 RM0401'LEADING EAST, 88.1 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 99.0 FT.
 RM0401'SOUTH OF THE CENTERLINE OF THE DRIVE, 5.9 FT. NORTHEAST OF A BURIED
 RM0401'CABLE BOX, 4.1 FT. NORTH OF A POWERLINE JUNCTION POLE WITH
 RM0401'TRANSFORMER.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RM0401'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0401'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RM0401'THE MARK IS 9 FT ABOVE THE HIGHWAY.
 RM0401
 RM0401                          STATION RECOVERY (1983)
 RM0401
 RM0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RM0401'RECOVERED IN GOOD CONDITION.
 RM0401
 RM0401                          STATION RECOVERY (2008)
 RM0401
 RM0401'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 RM0401'RECOVERED IN GOOD CONDITION.   TO REACH THE STATION FROM THE JUNCTION
 RM0401'OF US HIGHWAY 53 WITH STATE HIGHWAY 77 ON THE WEST SIDE OF THE VILLAGE
 RM0401'OF MINONG, GO NORTH ON US HIGHWAY 53 FOR 2.9 MILES TO LAKESIDE ROAD
 RM0401'LEFT AND THE STATION ON THE RIGHT.
 RM0401'ADD-- THE STATION IS 27.2 M EAST OF THE CENTERLINE OF THE NORTHBOUND
 RM0401'LANES OF US HIGHWAY 53, 30 M SOUTH OF THE CENTERLINE OF PRIVATE
 RM0401'ENTRANCE --N13964--, 2.7 M NORTH OF POWER POLE --F25-- WITH ONE
 RM0401'TRANSFORMER, 2.3 M SOUTHWEST OF TELEPHONE PEDESTAL --1000 15--
 RM0401'ATTACHED TO A WOOD POST WITH AN ORANGE --WARNING FIBER OPTIC CABLE--
 RM0401'SIGN ATTACHED, AND 0.4 M SOUTH OF A WHITE METAL WITNESS POST.
 RM0401'---NOTE--- VISIBLE OBSTRUCTIONS AT THIS STATION ARE MULTIPLE POWER
 RM0401'LINES OVERHEAD AND TREES IN THE EAST QUADRANTS EXTENDING TO 70 DEGREES
 RM0401'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0434 ***********************************************************************
 RM0434  DESIGNATION -  C 151
 RM0434  PID         -  RM0434
 RM0434  STATE/COUNTY-  WI/DOUGLAS
 RM0434  COUNTRY     -  US
 RM0434  USGS QUAD   -  BENNETT (2018)
 RM0434
 RM0434                         *CURRENT SURVEY CONTROL
 RM0434  ______________________________________________________________________
 RM0434* NAD 83(1986) POSITION- 46 29 17.17   (N) 091 49 51.21   (W)   HD_HELD1
 RM0434* NAVD 88 ORTHO HEIGHT -   361.679 (meters)     1186.61  (feet) ADJUSTED
 RM0434  ______________________________________________________________________
 RM0434  GEOID HEIGHT    -        -27.424 (meters)                     GEOID18
 RM0434  DYNAMIC HEIGHT  -        361.721 (meters)     1186.75  (feet) COMP
 RM0434  MODELED GRAVITY -    980,719.0   (mgal)                       NAVD 88
 RM0434
 RM0434  VERT ORDER      -  FIRST     CLASS II
 RM0434
 RM0434.The horizontal coordinates were determined by differentially corrected
 RM0434.hand held GPS observations or other comparable positioning techniques
 RM0434.and have an estimated accuracy of +/- 3 meters.
 RM0434
 RM0434.The orthometric height was determined by differential leveling and
 RM0434.adjusted by the NATIONAL GEODETIC SURVEY
 RM0434.in June 1991.
 RM0434
 RM0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0434.GEOID18 height accuracy estimate available here.
 RM0434
 RM0434.Click photographs - Photos may exist for this station.
 RM0434
 RM0434.The dynamic height is computed by dividing the NAVD 88
 RM0434.geopotential number by the normal gravity value computed on the
 RM0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0434.degrees latitude (g = 980.6199 gals.).
 RM0434
 RM0434.The modeled gravity was interpolated from observed gravity values.
 RM0434
 RM0434;                    North         East    Units  Estimated Accuracy
 RM0434;SPC WI N     -   148,492.8     459,443.3     MT  (+/- 3 meters HH1 GPS) 
 RM0434
 RM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8972748945(NAD 83)
 RM0434
 RM0434                          SUPERSEDED SURVEY CONTROL
 RM0434
 RM0434.No superseded survey control is available for this station.
 RM0434
 RM0434_MARKER: DV = VERTICAL CONTROL DISK
 RM0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0434_STAMPING: C 151 1979
 RM0434_MARK LOGO: NGS
 RM0434_PROJECTION: RECESSED 10 CENTIMETERS
 RM0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0434_ROD/PIPE-DEPTH: 9.14 meters
 RM0434
 RM0434  HISTORY     - Date     Condition        Report By
 RM0434  HISTORY     - 1979     MONUMENTED       NGS
 RM0434  HISTORY     - 19920817 GOOD             USPSQD
 RM0434
 RM0434                          STATION DESCRIPTION
 RM0434
 RM0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0434'2.4 MI SE FROM HAWTHORNE.
 RM0434'1.3 MILES EAST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0434'RAILROAD CROSSING IN HAWTHORNE, THENCE 1.1 MILES SOUTH ALONG U.S.
 RM0434'HIGHWAY 53, 0.1 MILE NORTH OF A 3-FT. STEEL CULVERT UNDER THE HIGHWAY,
 RM0434'54.2 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 9.4 FT. NORTHEAST OF A
 RM0434'TWIN-TRUNKED EVERGREEN TREE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO
 RM0434'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0434'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RM0434'THE MARK IS 3 FT BELOW THE HIGHWAY.
 RM0434
 RM0434                          STATION RECOVERY (1992)
 RM0434
 RM0434'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RM0434'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO1389 ***********************************************************************
 QO1389  DESIGNATION -  C 153
 QO1389  PID         -  QO1389
 QO1389  STATE/COUNTY-  WI/POLK
 QO1389  COUNTRY     -  US
 QO1389  USGS QUAD   -  FOREST (2018)
 QO1389
 QO1389                         *CURRENT SURVEY CONTROL
 QO1389  ______________________________________________________________________
 QO1389* NAD 83(2011) POSITION- 45 12 33.75011(N) 092 17 03.29812(W)   ADJUSTED
 QO1389* NAD 83(2011) ELLIP HT-   317.153 (meters)        (06/27/12)   ADJUSTED
 QO1389* NAD 83(2011) EPOCH   -  2010.00
 QO1389* NAVD 88 ORTHO HEIGHT -   347.349 (meters)     1139.59  (feet) ADJUSTED
 QO1389  ______________________________________________________________________
 QO1389  GEOID HEIGHT    -        -30.202 (meters)                     GEOID18
 QO1389  NAD 83(2011) X  -   -179,410.058 (meters)                     COMP
 QO1389  NAD 83(2011) Y  - -4,497,754.069 (meters)                     COMP
 QO1389  NAD 83(2011) Z  -  4,503,996.807 (meters)                     COMP
 QO1389  LAPLACE CORR    -         -7.61  (seconds)                    DEFLEC18
 QO1389  DYNAMIC HEIGHT  -        347.304 (meters)     1139.45  (feet) COMP
 QO1389  MODELED GRAVITY -    980,478.8   (mgal)                       NAVD 88
 QO1389
 QO1389  VERT ORDER      -  SECOND    CLASS I
 QO1389
 QO1389  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1389  Standards:
 QO1389         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1389            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1389  -------------------------------------------------------------------
 QO1389  NETWORK    0.22   0.45           0.10   0.08   0.23      0.02949789
 QO1389  -------------------------------------------------------------------
 QO1389  Click here for local accuracies and other accuracy information.
 QO1389
 QO1389.The horizontal coordinates were established by GPS observations
 QO1389.and adjusted by the National Geodetic Survey in June 2012.
 QO1389
 QO1389.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1389.been affixed to the stable North American tectonic plate. See 
 QO1389.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1389
 QO1389.The horizontal coordinates are valid at the epoch date displayed above
 QO1389.which is a decimal equivalence of Year/Month/Day.
 QO1389
 QO1389.The orthometric height was determined by differential leveling and
 QO1389.adjusted by the WI DEPT OF TRANSP
 QO1389.in May 2012.
 QO1389
 QO1389.No vertical observational check was made to the station.
 QO1389
 QO1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1389.GEOID18 height accuracy estimate available here.
 QO1389
 QO1389.Click photographs - Photos may exist for this station.
 QO1389
 QO1389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1389
 QO1389.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1389
 QO1389.The ellipsoidal height was determined by GPS observations
 QO1389.and is referenced to NAD 83.
 QO1389
 QO1389.The dynamic height is computed by dividing the NAVD 88
 QO1389.geopotential number by the normal gravity value computed on the
 QO1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1389.degrees latitude (g = 980.6199 gals.).
 QO1389
 QO1389.The modeled gravity was interpolated from observed gravity values.
 QO1389
 QO1389. The following values were computed from the NAD 83(2011) position.
 QO1389
 QO1389;                    North         East     Units Scale Factor Converg.
 QO1389;SPC WI C     -   155,430.225   420,582.588   MT  0.99995759   -1 36 42.2
 QO1389;SPC WI C     -   509,940.66  1,379,861.37   sFT  0.99995759   -1 36 42.2
 QO1389;UTM  15      - 5,006,458.896   556,206.249   MT  0.99963884   +0 30 28.7
 QO1389
 QO1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1389!SPC WI C     -   0.99995028  x   0.99995759  =   0.99990787
 QO1389!UTM  15      -   0.99995028  x   0.99963884  =   0.99958914
 QO1389
 QO1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5620606458(NAD 83)
 QO1389
 QO1389                          SUPERSEDED SURVEY CONTROL
 QO1389
 QO1389  NAD 83(2007)-  45 12 33.75004(N)    092 17 03.29857(W) AD(2002.00) 0
 QO1389  ELLIP H (02/10/07)  317.187  (m)                       GP(2002.00)    
 QO1389  NAD 83(1997)-  45 12 33.75020(N)    092 17 03.29845(W) AD(       ) 1
 QO1389  ELLIP H (06/17/02)  317.215  (m)                       GP(       ) 2 1
 QO1389  NAD 83(1991)-  45 12 33.74955(N)    092 17 03.29754(W) AD(       ) 1
 QO1389  ELLIP H (06/10/97)  317.229  (m)                       GP(       ) 2 1
 QO1389  NAVD 88             347.35   (m)         1139.6    (f) LEVELING    3  
 QO1389  NAVD 88             347.30   (m)         1139.4    (f) LEVELING    3  
 QO1389  NAVD 88 (06/15/91)  347.354  (m)         1139.61   (f) SUPERSEDED  1 2
 QO1389
 QO1389.Superseded values are not recommended for survey control.
 QO1389
 QO1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1389.See file dsdata.pdf to determine how the superseded data were derived.
 QO1389
 QO1389_MARKER: I = METAL ROD
 QO1389_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QO1389_STAMPING: C 153 1980
 QO1389_MARK LOGO: NGS
 QO1389_PROJECTION: FLUSH
 QO1389_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1389+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2007
 QO1389_ROD/PIPE-DEPTH: 9.7 meters
 QO1389
 QO1389  HISTORY     - Date     Condition        Report By
 QO1389  HISTORY     - 1980     MONUMENTED       NGS
 QO1389  HISTORY     - 19960202 GOOD             WI-095
 QO1389  HISTORY     - 19981218 GOOD             WI-005
 QO1389  HISTORY     - 20051124 GOOD             USPSQD
 QO1389  HISTORY     - 20071011 GOOD             WIDT
 QO1389
 QO1389                          STATION DESCRIPTION
 QO1389
 QO1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1389'6.0 KM SOUTH FROM CLEAR LAKE.
 QO1389'6.0 KM (3.7 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1389'COUNTY ROAD JJ IN CLEAR LAKE, AT THE POLK-ST. CROIX COUNTY LINE
 QO1389'(COUNTY LINE ROAD), 23.9 M (78.8 FT) WEST OF THE CENTERLINE OF THE
 QO1389'HIGHWAY, 9.6 M (31.6 FT) NORTH OF THE CENTER OF THE ROAD, 8.6 M
 QO1389'(28.4 FT) WEST OF A CORNER FENCE POST AND HIGHWAY RIGHT-OF-WAY POST,
 QO1389'0.3 M (1.0 FT) SOUTH OF A FENCE, 2.3 M (7.7 FT) EAST-NORTHEAST OF A
 QO1389'BICYCLE ROUTE SIGN.
 QO1389'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 QO1389'THE MARK IS 0.3 M BELOW THE GRAVEL ROAD.
 QO1389
 QO1389                          STATION RECOVERY (1996)
 QO1389
 QO1389'RECOVERY NOTE BY POLK COUNTY WISCONSIN 1996 (TEC)
 QO1389'STATION IS LOCATED 1 MI (1.6 KM) SOUTH OF INTERSECTION OF U.S.HIGHWAY
 QO1389'63 AND COUNTY HIGHWAY A IN THE SOUTHEAST QUARTER OF THE SOUTHEAST
 QO1389'QUARTER OF SECTION 36,T32N-R16W,4TH PRINCIPAL MERIDIAN,TOWN OF BROOK
 QO1389'PARK,POLK COUNTY,WISCONSIN.THE STATION IS LOCATED 31.6 FEET (9.6 M)
 QO1389'NORTH OF CENTERLINE OF EAST-WEST ROAD (COUNTY LINE) , 78.8 FEET (24.0
 QO1389'M) WEST OF CENTERLINE OF U.S.HIGHWAY 63.  USED AS A HORIZONTAL CONTROL
 QO1389'MONUMENT IN POLK AND ST. CROIX COUNTY GPS CONTROL NETWORKS.
 QO1389
 QO1389                          STATION RECOVERY (1998)
 QO1389
 QO1389'RECOVERY NOTE BY BARRON COUNTY WISCONSIN 1998
 QO1389'RECOVERED AS DESCRIBED.
 QO1389
 QO1389                          STATION RECOVERY (2005)
 QO1389
 QO1389'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO1389'RECOVERED IN GOOD CONDITION EXCEPT THAT THE LOGO COVER IS MISSING.
 QO1389'ADD-- THE STATION IS 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST
 QO1389'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS AND 0.4 M EAST OF A WHITE
 QO1389'PLASTIC WITNESS POST.
 QO1389
 QO1389                          STATION RECOVERY (2007)
 QO1389
 QO1389'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO1389'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO1360 ***********************************************************************
 QO1360  DESIGNATION -  C 154
 QO1360  PID         -  QO1360
 QO1360  STATE/COUNTY-  WI/ST CROIX
 QO1360  COUNTRY     -  US
 QO1360  USGS QUAD   -  NEW RICHMOND SOUTH (2018)
 QO1360
 QO1360                         *CURRENT SURVEY CONTROL
 QO1360  ______________________________________________________________________
 QO1360* NAD 83(1986) POSITION- 45 03 52.83   (N) 092 32 15.53   (W)   HD_HELD1
 QO1360* NAVD 88 ORTHO HEIGHT -   301.668 (meters)      989.72  (feet) ADJUSTED
 QO1360  ______________________________________________________________________
 QO1360  GEOID HEIGHT    -        -29.720 (meters)                     GEOID18
 QO1360  DYNAMIC HEIGHT  -        301.633 (meters)      989.61  (feet) COMP
 QO1360  MODELED GRAVITY -    980,492.7   (mgal)                       NAVD 88
 QO1360
 QO1360  VERT ORDER      -  SECOND    CLASS I
 QO1360
 QO1360.The horizontal coordinates were determined by differentially corrected
 QO1360.hand held GPS observations or other comparable positioning techniques
 QO1360.and have an estimated accuracy of +/- 3 meters.
 QO1360
 QO1360.The orthometric height was determined by differential leveling and
 QO1360.adjusted by the WI DEPT OF TRANSP
 QO1360.in May 2012.
 QO1360
 QO1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1360.GEOID18 height accuracy estimate available here.
 QO1360
 QO1360.Click photographs - Photos may exist for this station.
 QO1360
 QO1360.The dynamic height is computed by dividing the NAVD 88
 QO1360.geopotential number by the normal gravity value computed on the
 QO1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1360.degrees latitude (g = 980.6199 gals.).
 QO1360
 QO1360.The modeled gravity was interpolated from observed gravity values.
 QO1360
 QO1360;                    North         East    Units  Estimated Accuracy
 QO1360;SPC WI C     -   139,948.6     400,183.1     MT  (+/- 3 meters HH1 GPS) 
 QO1360
 QO1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3639990238(NAD 83)
 QO1360
 QO1360                          SUPERSEDED SURVEY CONTROL
 QO1360
 QO1360  NAVD 88 (06/15/91)  301.678  (m)          989.76   (f) SUPERSEDED  1 2
 QO1360
 QO1360.Superseded values are not recommended for survey control.
 QO1360
 QO1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1360.See file dsdata.pdf to determine how the superseded data were derived.
 QO1360
 QO1360_MARKER: I = METAL ROD
 QO1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1360_STAMPING: C 154 1980
 QO1360_MARK LOGO: NGS
 QO1360_PROJECTION: FLUSH
 QO1360_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1360+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2007
 QO1360_ROD/PIPE-DEPTH: 7.9 meters
 QO1360
 QO1360  HISTORY     - Date     Condition        Report By
 QO1360  HISTORY     - 1980     MONUMENTED       NGS
 QO1360  HISTORY     - 20031116 MARK NOT FOUND   USPSQD
 QO1360  HISTORY     - 20070628 GOOD             WIDT
 QO1360
 QO1360                          STATION DESCRIPTION
 QO1360
 QO1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1360'6.6 KM SOUTH FROM NEW RICHMOND.
 QO1360'6.6 KM (4.1 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE SOUTH END OF THE
 QO1360'HIGHWAY BRIDGE OVER THE WILLOW RIVER IN NEW RICHMOND, AT A FIELD ROAD
 QO1360'LEADING WEST, 24.5 M (82.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 QO1360'0.6 M (2.0 FT) EAST OF A FENCE, 0.9 M (3.0 FT) NORTH OF GUYED
 QO1360'POWERLINE POLE NUMBER 52, 10.6 M (35.0 FT) NORTH OF THE CENTER OF THE
 QO1360'FIELD ROAD, 3.9 M (13.0 FT) SOUTHWEST OF A 5-CM PINE TREE, 6.4 M
 QO1360'(21.0 FT) NORTH-NORTHWEST OF THE EAST END OF A 60-CM METAL PIPE
 QO1360'CULVERT.
 QO1360'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 QO1360'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 QO1360
 QO1360                          STATION RECOVERY (2003)
 QO1360
 QO1360'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1360'NOT FOUND.  NOTE-- THE FIELD ROAD IN THE 1980 DESCRIPTION IS NOW PAVED
 QO1360'AND NAMED 140TH AVE.  A HOLE WAS FOUND AT THE DESCRIBED POSITION.
 QO1360
 QO1360                          STATION RECOVERY (2007)
 QO1360
 QO1360'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO1360'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0421 ***********************************************************************
 RM0421  DESIGNATION -  C 155
 RM0421  PID         -  RM0421
 RM0421  STATE/COUNTY-  WI/DOUGLAS
 RM0421  COUNTRY     -  US
 RM0421  USGS QUAD   -  SOLON SPRINGS (2018)
 RM0421
 RM0421                         *CURRENT SURVEY CONTROL
 RM0421  ______________________________________________________________________
 RM0421* NAD 83(1986) POSITION- 46 19 21.6    (N) 091 48 42.1    (W)   HD_HELD2
 RM0421* NAVD 88 ORTHO HEIGHT -   333.552 (meters)     1094.33  (feet) ADJUSTED
 RM0421  ______________________________________________________________________
 RM0421  GEOID HEIGHT    -        -27.070 (meters)                     GEOID18
 RM0421  DYNAMIC HEIGHT  -        333.587 (meters)     1094.44  (feet) COMP
 RM0421  MODELED GRAVITY -    980,710.1   (mgal)                       NAVD 88
 RM0421
 RM0421  VERT ORDER      -  FIRST     CLASS II
 RM0421
 RM0421.The horizontal coordinates were established by autonomous hand held GPS
 RM0421.observations and have an estimated accuracy of +/- 10 meters.
 RM0421
 RM0421.The orthometric height was determined by differential leveling and
 RM0421.adjusted by the NATIONAL GEODETIC SURVEY
 RM0421.in June 1991.
 RM0421
 RM0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0421.GEOID18 height accuracy estimate available here.
 RM0421
 RM0421.Click photographs - Photos may exist for this station.
 RM0421
 RM0421.The dynamic height is computed by dividing the NAVD 88
 RM0421.geopotential number by the normal gravity value computed on the
 RM0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0421.degrees latitude (g = 980.6199 gals.).
 RM0421
 RM0421.The modeled gravity was interpolated from observed gravity values.
 RM0421
 RM0421;                    North         East    Units  Estimated Accuracy
 RM0421;SPC WI N     -   130,075.      460,497.      MT  (+/- 10 meters HH2 GPS)
 RM0421
 RM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9147630585(NAD 83)
 RM0421
 RM0421                          SUPERSEDED SURVEY CONTROL
 RM0421
 RM0421  NAVD 88 (07/25/13)  333.562  (m)         1094.36   (f) SUPERSEDED  2 1
 RM0421
 RM0421.Superseded values are not recommended for survey control.
 RM0421
 RM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0421.See file dsdata.pdf to determine how the superseded data were derived.
 RM0421
 RM0421_MARKER: I = METAL ROD
 RM0421_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0421_STAMPING: C 155 1979
 RM0421_MARK LOGO: NGS
 RM0421_PROJECTION: FLUSH
 RM0421_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0421+STABILITY: POSITION/ELEVATION WELL
 RM0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0421+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 RM0421_ROD/PIPE-DEPTH: 13.7 meters
 RM0421_SLEEVE-DEPTH  : 7.32 meters
 RM0421
 RM0421  HISTORY     - Date     Condition        Report By
 RM0421  HISTORY     - 1979     MONUMENTED       NGS
 RM0421  HISTORY     - 19970908 GOOD             NGS
 RM0421  HISTORY     - 20120807 GOOD             WIDT
 RM0421
 RM0421                          STATION DESCRIPTION
 RM0421
 RM0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0421'2.25 MI SOUTH FROM SOLON SPRINGS.
 RM0421'2.25 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY
 RM0421'ROAD A IN SOLON SPRINGS, AT THE BRULE-ST. CROIX PORTAGE HISTORICAL
 RM0421'SIGN IN THE NORTHEAST PART OF THE SOLON SPRINGS WAYSIDE PARK, 300 FT.
 RM0421'EAST OF THE CENTERLINE OF THE HIGHWAY, 150 FT. NORTHWEST OF THE
 RM0421'NORTHWEST CORNER OF A RESTROOM, 4.0 FT. SOUTHWEST OF THE NORTH LEG OF
 RM0421'THE SIGN, 6.5 FT. NORTHEAST OF THE SOUTH LEG OF THE SIGN, 13.0 FT.
 RM0421'EAST OF THE EAST EDGE OF A PARKING AREA.  DATUM POINT IS 5 INCHES
 RM0421'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0421'THE MARK IS ABOVE LEVEL WITH THE PARKING AREA.
 RM0421
 RM0421                          STATION RECOVERY (1997)
 RM0421
 RM0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 RM0421'RECOVERED AS DESCRIBED.
 RM0421
 RM0421                          STATION RECOVERY (2012)
 RM0421
 RM0421'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0421'NOTE-THE STATION IS 4.0 FT (1.2 M) EAST (NOT SOUTHWEST) OF THE NORTH
 RM0421'LEG OF THE HISTORICAL SIGN AND 0.3 M (1.0 FT) WEST OF A WHITE PLASTIC
 RM0421'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0206 ***********************************************************************
 RM0206  DESIGNATION -  C 16
 RM0206  PID         -  RM0206
 RM0206  STATE/COUNTY-  WI/ASHLAND
 RM0206  COUNTRY     -  US
 RM0206  USGS QUAD   -  ASHLAND EAST (2018)
 RM0206
 RM0206                         *CURRENT SURVEY CONTROL
 RM0206  ______________________________________________________________________
 RM0206* NAD 83(1986) POSITION- 46 35 46.     (N) 090 51 33.     (W)   SCALED
 RM0206* NAVD 88 ORTHO HEIGHT -   201.574 (meters)      661.33  (feet) ADJUSTED
 RM0206  ______________________________________________________________________
 RM0206  GEOID HEIGHT    -        -31.742 (meters)                     GEOID18
 RM0206  DYNAMIC HEIGHT  -        201.579 (meters)      661.35  (feet) COMP
 RM0206  MODELED GRAVITY -    980,636.1   (mgal)                       NAVD 88
 RM0206
 RM0206  VERT ORDER      -  FIRST     CLASS II
 RM0206
 RM0206.The horizontal coordinates were scaled from a map and have
 RM0206.an estimated accuracy of +/- 6 seconds.
 RM0206
 RM0206.The orthometric height was determined by differential leveling and
 RM0206.adjusted by the NATIONAL GEODETIC SURVEY
 RM0206.in June 1991.
 RM0206
 RM0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0206.GEOID18 height accuracy estimate available here.
 RM0206
 RM0206.Click photographs - Photos may exist for this station.
 RM0206
 RM0206.The dynamic height is computed by dividing the NAVD 88
 RM0206.geopotential number by the normal gravity value computed on the
 RM0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0206.degrees latitude (g = 980.6199 gals.).
 RM0206
 RM0206.The modeled gravity was interpolated from observed gravity values.
 RM0206
 RM0206;                    North         East    Units  Estimated Accuracy
 RM0206;SPC WI N     -   159,240.      534,170.      MT  (+/- 180 meters Scaled)
 RM0206
 RM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM639625(NAD 83)
 RM0206
 RM0206                          SUPERSEDED SURVEY CONTROL
 RM0206
 RM0206  NGVD 29 (??/??/92)  201.586  (m)          661.37   (f) ADJ UNCH    1 2
 RM0206
 RM0206.Superseded values are not recommended for survey control.
 RM0206
 RM0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0206.See file dsdata.pdf to determine how the superseded data were derived.
 RM0206
 RM0206_MARKER: DB = BENCH MARK DISK
 RM0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0206_STAMPING: C 16 1934
 RM0206_MARK LOGO: CGS
 RM0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0206+STABILITY: SURFACE MOTION
 RM0206
 RM0206  HISTORY     - Date     Condition        Report By
 RM0206  HISTORY     - 1934     MONUMENTED       CGS
 RM0206  HISTORY     - 1939     POOR             CGS
 RM0206  HISTORY     - 1963     MARK NOT FOUND   USGS
 RM0206  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 RM0206  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 RM0206  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 RM0206
 RM0206                          STATION DESCRIPTION
 RM0206
 RM0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 RM0206'AT ASHLAND.
 RM0206'AT ASHLAND, ASHLAND COUNTY, ON THE CHICAGO AND NORTH WESTERN
 RM0206'RAILWAY, 51 RAILS WEST OF THE COAL CHUTE AT THE EAST EDGE OF THE
 RM0206'TOWN, IN THE SOUTHWEST ANGLE OF A STREET CROSSING, AND 45 FEET
 RM0206'SOUTH OF THE MAIN TRACK.  A STANDARD DISK, STAMPED C 16 1934
 RM0206'AND SET IN THE TOP OF A CONCRETE POST.
 RM0206
 RM0206                          STATION RECOVERY (1963)
 RM0206
 RM0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RM0206'MARK NOT FOUND.
 RM0206
 RM0206                          STATION RECOVERY (1997)
 RM0206
 RM0206'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0206'MARK NOT FOUND.
 RM0206
 RM0206                          STATION RECOVERY (2002)
 RM0206
 RM0206'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0206'MARK NOT FOUND.
 RM0206
 RM0206                          STATION RECOVERY (2004)
 RM0206
 RM0206'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0206'MARK NOT FOUND. USPS JRD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0492 ***********************************************************************
 QM0492  DESIGNATION -  C 165
 QM0492  PID         -  QM0492
 QM0492  STATE/COUNTY-  WI/ONEIDA
 QM0492  COUNTRY     -  US
 QM0492  USGS QUAD   -  RHINELANDER (2018)
 QM0492
 QM0492                         *CURRENT SURVEY CONTROL
 QM0492  ______________________________________________________________________
 QM0492* NAD 83(1986) POSITION- 45 38 34.3    (N) 089 24 33.0    (W)   HD_HELD2
 QM0492* NAVD 88 ORTHO HEIGHT -   472.264 (meters)     1549.42  (feet) ADJUSTED
 QM0492  ______________________________________________________________________
 QM0492  GEOID HEIGHT    -        -32.054 (meters)                     GEOID18
 QM0492  DYNAMIC HEIGHT  -        472.241 (meters)     1549.34  (feet) COMP
 QM0492  MODELED GRAVITY -    980,551.3   (mgal)                       NAVD 88
 QM0492
 QM0492  VERT ORDER      -  FIRST     CLASS II
 QM0492
 QM0492.The horizontal coordinates were established by autonomous hand held GPS
 QM0492.observations and have an estimated accuracy of +/- 10 meters.
 QM0492
 QM0492.The orthometric height was determined by differential leveling and
 QM0492.adjusted by the NATIONAL GEODETIC SURVEY
 QM0492.in June 1991.
 QM0492
 QM0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0492.GEOID18 height accuracy estimate available here.
 QM0492
 QM0492.Click photographs - Photos may exist for this station.
 QM0492
 QM0492.The dynamic height is computed by dividing the NAVD 88
 QM0492.geopotential number by the normal gravity value computed on the
 QM0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0492.degrees latitude (g = 980.6199 gals.).
 QM0492
 QM0492.The modeled gravity was interpolated from observed gravity values.
 QM0492
 QM0492;                    North         East    Units  Estimated Accuracy
 QM0492;SPC WI N     -    53,097.      646,060.      MT  (+/- 10 meters HH2 GPS)
 QM0492
 QM0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1225757191(NAD 83)
 QM0492
 QM0492                          SUPERSEDED SURVEY CONTROL
 QM0492
 QM0492  NAVD 88 (03/19/14)  472.287  (m)         1549.49   (f) SUPERSEDED  2 1
 QM0492
 QM0492.Superseded values are not recommended for survey control.
 QM0492
 QM0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0492.See file dsdata.pdf to determine how the superseded data were derived.
 QM0492
 QM0492_MARKER: DV = VERTICAL CONTROL DISK
 QM0492_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QM0492_SP_SET: DOORWAY
 QM0492_STAMPING: C 165 1978
 QM0492_MARK LOGO: NGS
 QM0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0492+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2013
 QM0492
 QM0492  HISTORY     - Date     Condition        Report By
 QM0492  HISTORY     - 1978     MONUMENTED       NGS
 QM0492  HISTORY     - 1982     GOOD             NGS
 QM0492  HISTORY     - 1985     GOOD             NGS
 QM0492  HISTORY     - 20021202 GOOD             USPSQD
 QM0492  HISTORY     - 20040311 GOOD             USPSQD
 QM0492  HISTORY     - 20051004 GOOD             WIDT
 QM0492  HISTORY     - 20130926 GOOD             WIDT
 QM0492
 QM0492                          STATION DESCRIPTION
 QM0492
 QM0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0492'IN RHINELANDER.
 QM0492'IN RHINELANDER, AT THE INTERSECTION OF EAST TIMBER DRIVE AND NORTH
 QM0492'PELHAM STREET, AT THE SOUTHWEST ENTRANCE OF THE CENTRAL SCHOOL,
 QM0492'42.1 METERS (138.0 FT) NORTH OF THE CENTERLINE OF EAST TIMBER DRIVE,
 QM0492'3.4 METERS (11.0 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 QM0492'AND SET IN THE LANDING OF THE NORTHERNMOST ONE OF THE TWO ENTRANCE
 QM0492'DOORWAYS.
 QM0492
 QM0492                          STATION RECOVERY (1985)
 QM0492
 QM0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0492'RECOVERED IN GOOD CONDITION.
 QM0492
 QM0492                          STATION RECOVERY (2002)
 QM0492
 QM0492'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0492'RECOVERED IN GOOD CONDITION. ADD--THE MONUMENT IS AT ENTRANCE NO. 6
 QM0492'UNDER THE 'CENTRAL SCHOOL' LETTERING OVER THE ENTRANCE.  IT IS SET IN
 QM0492'THE LANDING OF THE NORTHERNMOST DOOR OF THE TWO DOOR ENTRANCE.
 QM0492
 QM0492                          STATION RECOVERY (2004)
 QM0492
 QM0492'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0492'RECOVERED IN GOOD CONDITION.
 QM0492
 QM0492                          STATION RECOVERY (2005)
 QM0492
 QM0492'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0492'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0492
 QM0492                          STATION RECOVERY (2013)
 QM0492
 QM0492'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0492'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0124 ***********************************************************************
 PN0124  DESIGNATION -  C 19
 PN0124  PID         -  PN0124
 PN0124  STATE/COUNTY-  WI/OCONTO
 PN0124  COUNTRY     -  US
 PN0124  USGS QUAD   -  GILLETT (2018)
 PN0124
 PN0124                         *CURRENT SURVEY CONTROL
 PN0124  ______________________________________________________________________
 PN0124* NAD 83(1986) POSITION- 44 53 46.88   (N) 088 17 22.90   (W)   HD_HELD1
 PN0124* NAVD 88 ORTHO HEIGHT -   246.467 (meters)      808.62  (feet) ADJUSTED
 PN0124  ______________________________________________________________________
 PN0124  GEOID HEIGHT    -        -36.232 (meters)                     GEOID18
 PN0124  DYNAMIC HEIGHT  -        246.440 (meters)      808.53  (feet) COMP
 PN0124  MODELED GRAVITY -    980,500.4   (mgal)                       NAVD 88
 PN0124
 PN0124  VERT ORDER      -  SECOND    CLASS I
 PN0124
 PN0124.The horizontal coordinates were determined by differentially corrected
 PN0124.hand held GPS observations or other comparable positioning techniques
 PN0124.and have an estimated accuracy of +/- 3 meters.
 PN0124
 PN0124.The orthometric height was determined by differential leveling and
 PN0124.adjusted by the NATIONAL GEODETIC SURVEY
 PN0124.in June 1991.
 PN0124
 PN0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0124.GEOID18 height accuracy estimate available here.
 PN0124
 PN0124.Click photographs - Photos may exist for this station.
 PN0124
 PN0124.The dynamic height is computed by dividing the NAVD 88
 PN0124.geopotential number by the normal gravity value computed on the
 PN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0124.degrees latitude (g = 980.6199 gals.).
 PN0124
 PN0124.The modeled gravity was interpolated from observed gravity values.
 PN0124
 PN0124;                    North         East    Units  Estimated Accuracy
 PN0124;SPC WI C     -   119,544.2     735,077.1     MT  (+/- 3 meters HH1 GPS) 
 PN0124
 PN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9816972245(NAD 83)
 PN0124
 PN0124                          SUPERSEDED SURVEY CONTROL
 PN0124
 PN0124  NGVD 29 (??/??/92)  246.469  (m)          808.62   (f) ADJ UNCH    2 0
 PN0124
 PN0124.Superseded values are not recommended for survey control.
 PN0124
 PN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0124.See file dsdata.pdf to determine how the superseded data were derived.
 PN0124
 PN0124_MARKER: DB = BENCH MARK DISK
 PN0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0124_STAMPING: C 19 1934
 PN0124_MARK LOGO: CGS
 PN0124_PROJECTION: FLUSH
 PN0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0124+STABILITY: SURFACE MOTION
 PN0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0124+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 PN0124
 PN0124  HISTORY     - Date     Condition        Report By
 PN0124  HISTORY     - 1934     MONUMENTED       CGS
 PN0124  HISTORY     - 1942     GOOD             CGS
 PN0124  HISTORY     - 1974     GOOD             USGS
 PN0124  HISTORY     - 20051129 GOOD             WIDT
 PN0124  HISTORY     - 20141027 GOOD             CGS
 PN0124
 PN0124                          STATION DESCRIPTION
 PN0124
 PN0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0124'0.8 MI E FROM GILLETT.
 PN0124'0.75 MILE E. OF GILLETT STATION.  ALONG OCONTO BRANCH OF CHICAGO
 PN0124'AND NORTH-WESTERN RY., AT WISCONSIN HIGHWAY 22 CROSSING.  MARK
 PN0124'IS AT FENCE, 16 YDS. SE. OF CENTERLINE OF TRACK, 11 YDS. NE.
 PN0124'OF SIGNAL BOX AND 16 YDS. S. OF CENTERLINE OF HIGHWAY.
 PN0124
 PN0124                          STATION RECOVERY (1942)
 PN0124
 PN0124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 PN0124'RECOVERED IN GOOD CONDITION.
 PN0124
 PN0124                          STATION RECOVERY (1974)
 PN0124
 PN0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0124'GILLETT, OCONTO CO., IN NE COR OF-- IN SE 1/4 SEC 15, T 28 N., R. 18
 PN0124'E., ABOUT 0.9 MI E FROM JCT WHERE CO HWY TURNS EAST, 65 FT S OF
 PN0124'CENTERLINE HWYS 32 AND 22. NEAR X-ING OF ABANDONED RR TRACK. A
 PN0124'STANDARD DISK, STAMPED C 19 1934 AND SET IN THE TOP OF A CONCRETE
 PN0124'POST.
 PN0124
 PN0124                          STATION RECOVERY (2005)
 PN0124
 PN0124'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0124'RECOVERED IN GOOD CONDITION.  THE STATION IS 33.5 M SOUTHEAST OF
 PN0124'POWER POLE NUMBERED 70-6618, 15.2 M EAST OF THE CENTERLINE OF A
 PN0124'PRIVATE DRIVEWAY TO A RESIDENCE NUMBERED  10550, 5.5 M WEST OF THE
 PN0124'CENTERLINE OF A PRIVATE DRIVEWAY TO RESIDENCE NUMBERED  10547, 21.0 M
 PN0124'WEST OF POWER POLE NUMBERED 70-6483, AND 0.3 M NORTH OF AN ORANGE
 PN0124'FIBERGLASS WITNESS POST.
 PN0124
 PN0124                          STATION RECOVERY (2014)
 PN0124
 PN0124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2014 (EPS)
 PN0124'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0187 ***********************************************************************
 QM0187  DESIGNATION -  C 2
 QM0187  PID         -  QM0187
 QM0187  STATE/COUNTY-  WI/ONEIDA
 QM0187  COUNTRY     -  US
 QM0187  USGS QUAD   -  RHINELANDER (2018)
 QM0187
 QM0187                         *CURRENT SURVEY CONTROL
 QM0187  ______________________________________________________________________
 QM0187* NAD 83(1986) POSITION- 45 38 15.74   (N) 089 24 28.96   (W)   HD_HELD1
 QM0187* NAVD 88 ORTHO HEIGHT -   475.715 (meters)     1560.74  (feet) ADJUSTED
 QM0187  ______________________________________________________________________
 QM0187  GEOID HEIGHT    -        -32.066 (meters)                     GEOID18
 QM0187  DYNAMIC HEIGHT  -        475.692 (meters)     1560.67  (feet) COMP
 QM0187  MODELED GRAVITY -    980,551.4   (mgal)                       NAVD 88
 QM0187
 QM0187  VERT ORDER      -  FIRST     CLASS II
 QM0187
 QM0187.The horizontal coordinates were determined by differentially corrected
 QM0187.hand held GPS observations or other comparable positioning techniques
 QM0187.and have an estimated accuracy of +/- 3 meters.
 QM0187
 QM0187.The orthometric height was determined by differential leveling and
 QM0187.adjusted by the NATIONAL GEODETIC SURVEY
 QM0187.in June 1991.
 QM0187
 QM0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0187.GEOID18 height accuracy estimate available here.
 QM0187
 QM0187.Click photographs - Photos may exist for this station.
 QM0187
 QM0187.The dynamic height is computed by dividing the NAVD 88
 QM0187.geopotential number by the normal gravity value computed on the
 QM0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0187.degrees latitude (g = 980.6199 gals.).
 QM0187
 QM0187.The modeled gravity was interpolated from observed gravity values.
 QM0187
 QM0187;                    North         East    Units  Estimated Accuracy
 QM0187;SPC WI N     -    52,525.0     646,152.2     MT  (+/- 3 meters HH1 GPS) 
 QM0187
 QM0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1232756615(NAD 83)
 QM0187
 QM0187                          SUPERSEDED SURVEY CONTROL
 QM0187
 QM0187  NAVD 88 (03/19/14)  475.737  (m)         1560.81   (f) SUPERSEDED  2 1
 QM0187  NGVD 29 (??/??/92)  475.714  (m)         1560.74   (f) ADJ UNCH    1 2
 QM0187
 QM0187.Superseded values are not recommended for survey control.
 QM0187
 QM0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0187.See file dsdata.pdf to determine how the superseded data were derived.
 QM0187
 QM0187_MARKER: DB = BENCH MARK DISK
 QM0187_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QM0187_SP_SET: BUILDING
 QM0187_STAMPING: ELEV 1560.738 FT C 2 1922
 QM0187_MARK LOGO: CGS
 QM0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0187+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2013
 QM0187
 QM0187  HISTORY     - Date     Condition        Report By
 QM0187  HISTORY     - 1922     MONUMENTED       CGS
 QM0187  HISTORY     - 1934     GOOD             CGS
 QM0187  HISTORY     - 1982     GOOD             NGS
 QM0187  HISTORY     - 1985     GOOD             NGS
 QM0187  HISTORY     - 20021202 GOOD             USPSQD
 QM0187  HISTORY     - 20040311 GOOD             USPSQD
 QM0187  HISTORY     - 20051004 GOOD             WIDT
 QM0187  HISTORY     - 20120725 GOOD             GEOCAC
 QM0187  HISTORY     - 20130927 GOOD             WIDT
 QM0187
 QM0187                          STATION DESCRIPTION
 QM0187
 QM0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 QM0187'IN RHINELANDER.
 QM0187'AT THE SOUTHWEST CORNER OF THE COURTHOUSE BUILDING IN RHINELANDER,
 QM0187'10 IN FROM THE SOUTH EDGE OF THE PROMINENT PROJECTION AT THE
 QM0187'MAIN ENTRANCE TO THE COURTHOUSE, AND 15 IN ABOVE THE GROUND.
 QM0187'THE COURTHOUSE IS AT S. ONEIDA AVE. ON THE EXTENSION OF E.
 QM0187'DAVENPORT ST.
 QM0187
 QM0187                          STATION RECOVERY (1934)
 QM0187
 QM0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0187'RECOVERED IN GOOD CONDITION.
 QM0187
 QM0187                          STATION RECOVERY (1982)
 QM0187
 QM0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QM0187'RECOVERED IN GOOD CONDITION.
 QM0187
 QM0187                          STATION RECOVERY (1985)
 QM0187
 QM0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0187'RECOVERED IN GOOD CONDITION.  ADD--AT 1 ONEIDA AVENUE.
 QM0187
 QM0187                          STATION RECOVERY (2002)
 QM0187
 QM0187'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0187'RECOVERED IN GOOD CONDITION.
 QM0187
 QM0187                          STATION RECOVERY (2004)
 QM0187
 QM0187'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0187'RECOVERED IN GOOD CONDITION.
 QM0187
 QM0187                          STATION RECOVERY (2005)
 QM0187
 QM0187'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0187'RECOVERED IN GOOD CONDITION.   ADD THE STATION IS IN THE WEST FACE OF
 QM0187'THE COURTHOUSE BUILDING, 8.7 M SOUTH OF THE CENTER OF THE HANDICAP
 QM0187'ENTRANCE TO THE COURTHOUSE ON THE WEST SIDE OF THE BUILDING, 25.4 CM
 QM0187'NORTH OF THE SOUTHWEST CORNER OF THE WEST FACE OF THE BUILDING, AND 38
 QM0187'CM ABOVE THE GROUND.
 QM0187
 QM0187                          STATION RECOVERY (2012)
 QM0187
 QM0187'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 QM0187'RECOVERED IN GOOD CONDITION.
 QM0187
 QM0187                          STATION RECOVERY (2013)
 QM0187
 QM0187'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0187'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0176 ***********************************************************************
 PM0176  DESIGNATION -  C 20
 PM0176  PID         -  PM0176
 PM0176  STATE/COUNTY-  WI/KEWAUNEE
 PM0176  COUNTRY     -  US
 PM0176  USGS QUAD   -  LUXEMBURG (2018)
 PM0176
 PM0176                         *CURRENT SURVEY CONTROL
 PM0176  ______________________________________________________________________
 PM0176* NAD 83(1986) POSITION- 44 31 49.     (N) 087 38 59.     (W)   SCALED
 PM0176* NAVD 88 ORTHO HEIGHT -   221.347 (meters)      726.20  (feet) ADJUSTED
 PM0176  ______________________________________________________________________
 PM0176  GEOID HEIGHT    -        -36.276 (meters)                     GEOID18
 PM0176  DYNAMIC HEIGHT  -        221.319 (meters)      726.11  (feet) COMP
 PM0176  MODELED GRAVITY -    980,485.4   (mgal)                       NAVD 88
 PM0176
 PM0176  VERT ORDER      -  FIRST     CLASS II
 PM0176
 PM0176.The horizontal coordinates were scaled from a map and have
 PM0176.an estimated accuracy of +/- 6 seconds.
 PM0176
 PM0176.The orthometric height was determined by differential leveling and
 PM0176.adjusted by the NATIONAL GEODETIC SURVEY
 PM0176.in June 1991.
 PM0176
 PM0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0176.GEOID18 height accuracy estimate available here.
 PM0176
 PM0176.Click photographs - Photos may exist for this station.
 PM0176
 PM0176.The dynamic height is computed by dividing the NAVD 88
 PM0176.geopotential number by the normal gravity value computed on the
 PM0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0176.degrees latitude (g = 980.6199 gals.).
 PM0176
 PM0176.The modeled gravity was interpolated from observed gravity values.
 PM0176
 PM0176;                    North         East    Units  Estimated Accuracy
 PM0176;SPC WI C     -    80,150.      786,790.      MT  (+/- 180 meters Scaled)
 PM0176
 PM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ483309(NAD 83)
 PM0176
 PM0176                          SUPERSEDED SURVEY CONTROL
 PM0176
 PM0176  NGVD 29 (??/??/92)  221.372  (m)          726.28   (f) ADJ UNCH    1 2
 PM0176
 PM0176.Superseded values are not recommended for survey control.
 PM0176
 PM0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0176.See file dsdata.pdf to determine how the superseded data were derived.
 PM0176
 PM0176_MARKER: DB = BENCH MARK DISK
 PM0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0176_STAMPING: C 20 1934
 PM0176_MARK LOGO: CGS
 PM0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0176+STABILITY: SURFACE MOTION
 PM0176
 PM0176  HISTORY     - Date     Condition        Report By
 PM0176  HISTORY     - 1934     MONUMENTED       CGS
 PM0176  HISTORY     - 1951     MARK NOT FOUND   USGS
 PM0176  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PM0176  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PM0176  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0176
 PM0176                          STATION DESCRIPTION
 PM0176
 PM0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0176'IN CASCO JUNCTION.
 PM0176'7 RAILS EAST OF THE DEPOT AT CASCO JCT., WIS., 39 FT. SOUTH
 PM0176'OF THE CENTER OF THE MAIN TRACK LEADING TO KEWAUNEE, 55 FT.
 PM0176'WEST OF A GATE, 30 FT. WEST OF A DIM GRADE CROSSING, 1 FT.
 PM0176'NORTH OF FENCE.
 PM0176
 PM0176                          STATION RECOVERY (1951)
 PM0176
 PM0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PM0176'MARK NOT FOUND.
 PM0176
 PM0176                          STATION RECOVERY (1987)
 PM0176
 PM0176'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 PM0176'MARK NOT FOUND.
 PM0176
 PM0176                          STATION RECOVERY (2003)
 PM0176
 PM0176'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0176'STATION NOT FOUND.  BOTH SETS OF RAILROAD TRACKS AND DEPOT HAVE BEEN
 PM0176'REMOVED.
 PM0176
 PM0176                          STATION RECOVERY (2005)
 PM0176
 PM0176'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0176'NOT FOUND.  THE GATE AND FENCE HAVE BEEN REMOVED, NO EVIDENCE OF
 PM0176'THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0515 ***********************************************************************
 RM0515  DESIGNATION -  C 208
 RM0515  PID         -  RM0515
 RM0515  STATE/COUNTY-  WI/DOUGLAS
 RM0515  COUNTRY     -  US
 RM0515  USGS QUAD   -  BRULE (2018)
 RM0515
 RM0515                         *CURRENT SURVEY CONTROL
 RM0515  ______________________________________________________________________
 RM0515* NAD 83(1986) POSITION- 46 33 01.56   (N) 091 34 33.28   (W)   HD_HELD1
 RM0515* NAVD 88 ORTHO HEIGHT -   300.325 (meters)      985.32  (feet) ADJUSTED
 RM0515  ______________________________________________________________________
 RM0515  GEOID HEIGHT    -        -28.654 (meters)                     GEOID18
 RM0515  DYNAMIC HEIGHT  -        300.351 (meters)      985.40  (feet) COMP
 RM0515  MODELED GRAVITY -    980,691.4   (mgal)                       NAVD 88
 RM0515
 RM0515  VERT ORDER      -  FIRST     CLASS II
 RM0515
 RM0515.The horizontal coordinates were determined by differentially corrected
 RM0515.hand held GPS observations or other comparable positioning techniques
 RM0515.and have an estimated accuracy of +/- 3 meters.
 RM0515
 RM0515.The orthometric height was determined by differential leveling and
 RM0515.adjusted by the NATIONAL GEODETIC SURVEY
 RM0515.in June 1991.
 RM0515
 RM0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0515.GEOID18 height accuracy estimate available here.
 RM0515
 RM0515.Click photographs - Photos may exist for this station.
 RM0515
 RM0515.The dynamic height is computed by dividing the NAVD 88
 RM0515.geopotential number by the normal gravity value computed on the
 RM0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0515.degrees latitude (g = 980.6199 gals.).
 RM0515
 RM0515.The modeled gravity was interpolated from observed gravity values.
 RM0515
 RM0515;                    North         East    Units  Estimated Accuracy
 RM0515;SPC WI N     -   155,000.1     479,152.7     MT  (+/- 3 meters HH1 GPS) 
 RM0515
 RM0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0917156192(NAD 83)
 RM0515
 RM0515                          SUPERSEDED SURVEY CONTROL
 RM0515
 RM0515.No superseded survey control is available for this station.
 RM0515
 RM0515_MARKER: I = METAL ROD
 RM0515_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0515_STAMPING: C 208 1982
 RM0515_MARK LOGO: NGS
 RM0515_PROJECTION: RECESSED 3 CENTIMETERS
 RM0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0515+STABILITY: POSITION/ELEVATION WELL
 RM0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0515+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 RM0515_ROD/PIPE-DEPTH: 18.2 meters
 RM0515_SLEEVE-DEPTH  : 6.0 meters
 RM0515
 RM0515  HISTORY     - Date     Condition        Report By
 RM0515  HISTORY     - 1982     MONUMENTED       NGS
 RM0515  HISTORY     - 19910622 GOOD             USPSQD
 RM0515  HISTORY     - 20031030 GOOD             USPSQD
 RM0515  HISTORY     - 20041127 GOOD             USPSQD
 RM0515  HISTORY     - 20091029 POOR             WIDT
 RM0515
 RM0515                          STATION DESCRIPTION
 RM0515
 RM0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0515'IN BRULE.
 RM0515'SET IN THE LAWN AT THE NORTHWEST CORNER OF THE U.S. POST OFFICE AT
 RM0515'BRULE, 26.5 METERS (87.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 RM0515'14.6 METERS (48.0 FT) SOUTHEAST OF A LIGHT POLE, 2.4 METERS (8.0 FT)
 RM0515'SOUTHWEST OF THE NORTHWEST CORNER OF THE POST OFFICE BUILDING,
 RM0515'9.7 METERS (32.0 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 RM0515'POST OFFICE BUILDING, 1.8 METERS (6.0 FT) WEST OF THE WEST FACE OF THE
 RM0515'BUILDING.
 RM0515'THE MARK IS 0.3 M ABOVE HIGHWAY.
 RM0515
 RM0515                          STATION RECOVERY (1991)
 RM0515
 RM0515'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0515'RECOVERED IN GOOD CONDITION.
 RM0515
 RM0515                          STATION RECOVERY (2003)
 RM0515
 RM0515'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0515'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.8 FEET EAST OF
 RM0515'THE EASTERN EDGE OF AN ASPHALT PARKING AREA FOR U.S. MAIL VEHICLES.
 RM0515'NOTE-- THE POST OFFICE IS ON THE SOUTH SIDE OF HIGHWAY 2 AT
 RM0515'--13974E--.
 RM0515
 RM0515                          STATION RECOVERY (2004)
 RM0515
 RM0515'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0515'RECOVERED IN GOOD CONDITION.
 RM0515
 RM0515                          STATION RECOVERY (2009)
 RM0515
 RM0515'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (CAK)
 RM0515'RECOVERED IN POOR CONDITION. THE PLASTIC SLEEVE SURROUNDING THE ROD
 RM0515'INSIDE THE PLASTIC CASING HAS HEAVED AND TOP OF THE ROD IS NOT
 RM0515'ACCESSIBLE FOR SURVEY PURPOSE AT THIS TIME.  THE CASING ALSO APPEARS
 RM0515'TO FILL WITH WATER ON OCCASION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0495 ***********************************************************************
 RM0495  DESIGNATION -  C 209
 RM0495  PID         -  RM0495
 RM0495  STATE/COUNTY-  WI/DOUGLAS
 RM0495  COUNTRY     -  US
 RM0495  USGS QUAD   -  POPLAR (2018)
 RM0495
 RM0495                         *CURRENT SURVEY CONTROL
 RM0495  ______________________________________________________________________
 RM0495* NAD 83(1986) POSITION- 46 36 10.9    (N) 091 52 01.4    (W)   HD_HELD2
 RM0495* NAVD 88 ORTHO HEIGHT -   277.720 (meters)      911.15  (feet) ADJUSTED
 RM0495  ______________________________________________________________________
 RM0495  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 RM0495  DYNAMIC HEIGHT  -        277.751 (meters)      911.25  (feet) COMP
 RM0495  MODELED GRAVITY -    980,716.1   (mgal)                       NAVD 88
 RM0495
 RM0495  VERT ORDER      -  FIRST     CLASS II
 RM0495
 RM0495.The horizontal coordinates were established by autonomous hand held GPS
 RM0495.observations and have an estimated accuracy of +/- 10 meters.
 RM0495
 RM0495.The orthometric height was determined by differential leveling and
 RM0495.adjusted by the NATIONAL GEODETIC SURVEY
 RM0495.in June 1991.
 RM0495
 RM0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0495.GEOID18 height accuracy estimate available here.
 RM0495
 RM0495.Click photographs - Photos may exist for this station.
 RM0495
 RM0495.The dynamic height is computed by dividing the NAVD 88
 RM0495.geopotential number by the normal gravity value computed on the
 RM0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0495.degrees latitude (g = 980.6199 gals.).
 RM0495
 RM0495.The modeled gravity was interpolated from observed gravity values.
 RM0495
 RM0495;                    North         East    Units  Estimated Accuracy
 RM0495;SPC WI N     -   161,329.      456,968.      MT  (+/- 10 meters HH2 GPS)
 RM0495
 RM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8676861674(NAD 83)
 RM0495
 RM0495                          SUPERSEDED SURVEY CONTROL
 RM0495
 RM0495.No superseded survey control is available for this station.
 RM0495
 RM0495_MARKER: I = METAL ROD
 RM0495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0495_STAMPING: C 209 1982
 RM0495_MARK LOGO: NGS
 RM0495_PROJECTION: FLUSH
 RM0495_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0495_ROD/PIPE-DEPTH: 7.3 meters
 RM0495
 RM0495  HISTORY     - Date     Condition        Report By
 RM0495  HISTORY     - 1982     MONUMENTED       NGS
 RM0495  HISTORY     - 20031102 MARK NOT FOUND   USPSQD
 RM0495  HISTORY     - 20091104 POOR             WIDT
 RM0495
 RM0495                          STATION DESCRIPTION
 RM0495
 RM0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0495'5.9 KM (3.65 MI) NW FROM POPLAR.
 RM0495'5.9 KM (3.65 MI) NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 RM0495'IN POPLAR, ALSO 2.95 KM (1.85 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE
 RM0495'JUNCTION OF U.S. HIGHWAY 53 SOUTH, SET AT A HOUSE, 44.1 METERS
 RM0495'(145.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 22.5 METERS
 RM0495'(74.0 FT) WEST OF THE CENTER OF THE FRONT DOOR TO A ONE STORY HOUSE,
 RM0495'OWNED BY THE GALLS, AND 1.0 METER (3.5 FT) WEST OF THE NORTHWEST
 RM0495'CORNER OF A TWO STALL GARAGE.
 RM0495'THE MARK IS 0.6 M ABOVE HIGHWAY.
 RM0495
 RM0495                          STATION RECOVERY (2003)
 RM0495
 RM0495'RECOVERY NOTE BY US POWER SQUADRON 2003 (CLB)
 RM0495'MARK NOT FOUND.
 RM0495
 RM0495                          STATION RECOVERY (2009)
 RM0495
 RM0495'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (CAK)
 RM0495'RECOVERED IN POOR CONDITION. THE CASING HAS HEAVED TO THE EAST AND WAS
 RM0495'FILLED WITH WATER.  THE STATION IS LOCATED ON THE PROPERTY OF THE
 RM0495'RESIDENCE OF FIRE NUMBER  - 8414 E -- WHICH IS NOW OWNED BY THE
 RM0495'STOVERN S.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0065 ***********************************************************************
 PM0065  DESIGNATION -  C 21
 PM0065  PID         -  PM0065
 PM0065  STATE/COUNTY-  WI/DOOR
 PM0065  COUNTRY     -  US
 PM0065  USGS QUAD   -  INSTITUTE (2018)
 PM0065
 PM0065                         *CURRENT SURVEY CONTROL
 PM0065  ______________________________________________________________________
 PM0065* NAD 83(2011) POSITION- 44 53 35.82899(N) 087 20 11.97681(W)   ADJUSTED
 PM0065* NAD 83(2011) ELLIP HT-   177.519 (meters)        (06/27/12)   ADJUSTED
 PM0065* NAD 83(2011) EPOCH   -  2010.00
 PM0065* NAVD 88 ORTHO HEIGHT -   214.368 (meters)      703.31  (feet) ADJUSTED
 PM0065  ______________________________________________________________________
 PM0065  GEOID HEIGHT    -        -36.852 (meters)                     GEOID18
 PM0065  NAD 83(2011) X  -    210,315.438 (meters)                     COMP
 PM0065  NAD 83(2011) Y  - -4,521,205.524 (meters)                     COMP
 PM0065  NAD 83(2011) Z  -  4,479,080.157 (meters)                     COMP
 PM0065  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 PM0065  DYNAMIC HEIGHT  -        214.348 (meters)      703.24  (feet) COMP
 PM0065  MODELED GRAVITY -    980,519.2   (mgal)                       NAVD 88
 PM0065
 PM0065  VERT ORDER      -  FIRST     CLASS II
 PM0065
 PM0065  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PM0065  Standards:
 PM0065         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PM0065            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PM0065  -------------------------------------------------------------------
 PM0065  NETWORK    1.01   1.71           0.46   0.35   0.87      0.03670735
 PM0065  -------------------------------------------------------------------
 PM0065  Click here for local accuracies and other accuracy information.
 PM0065
 PM0065.The horizontal coordinates were established by GPS observations
 PM0065.and adjusted by the National Geodetic Survey in June 2012.
 PM0065
 PM0065.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PM0065.been affixed to the stable North American tectonic plate. See 
 PM0065.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PM0065
 PM0065.The horizontal coordinates are valid at the epoch date displayed above
 PM0065.which is a decimal equivalence of Year/Month/Day.
 PM0065
 PM0065.The orthometric height was determined by differential leveling and
 PM0065.adjusted by the NATIONAL GEODETIC SURVEY
 PM0065.in June 1991.
 PM0065
 PM0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0065.GEOID18 height accuracy estimate available here.
 PM0065
 PM0065.Click photographs - Photos may exist for this station.
 PM0065
 PM0065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0065
 PM0065.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0065
 PM0065.The ellipsoidal height was determined by GPS observations
 PM0065.and is referenced to NAD 83.
 PM0065
 PM0065.The dynamic height is computed by dividing the NAVD 88
 PM0065.geopotential number by the normal gravity value computed on the
 PM0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0065.degrees latitude (g = 980.6199 gals.).
 PM0065
 PM0065.The modeled gravity was interpolated from observed gravity values.
 PM0065
 PM0065. The following values were computed from the NAD 83(2011) position.
 PM0065
 PM0065;                    North         East     Units Scale Factor Converg.
 PM0065;SPC WI C     -   121,230.185   810,335.172   MT  0.99994075   +1 52 45.1
 PM0065;SPC WI C     -   397,736.03  2,658,574.64   sFT  0.99994075   +1 52 45.1
 PM0065;UTM  16      - 4,971,151.042   473,416.816   MT  0.99960869   -0 14 15.4
 PM0065
 PM0065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0065!SPC WI C     -   0.99997217  x   0.99994075  =   0.99991292
 PM0065!UTM  16      -   0.99997217  x   0.99960869  =   0.99958087
 PM0065
 PM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7341671151(NAD 83)
 PM0065
 PM0065                          SUPERSEDED SURVEY CONTROL
 PM0065
 PM0065  NAD 83(2007)-  44 53 35.82905(N)    087 20 11.97771(W) AD(2002.00) 0
 PM0065  ELLIP H (02/10/07)  177.576  (m)                       GP(2002.00)    
 PM0065  NAD 83(1997)-  44 53 35.82915(N)    087 20 11.97799(W) AD(       ) A
 PM0065  ELLIP H (04/28/99)  177.560  (m)                       GP(       ) 3 1
 PM0065  NAVD 88             214.37   (m)          703.3    (f) LEVELING    3  
 PM0065  NGVD 29 (??/??/92)  214.398  (m)          703.40   (f) ADJ UNCH    1 2
 PM0065
 PM0065.Superseded values are not recommended for survey control.
 PM0065
 PM0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0065.See file dsdata.pdf to determine how the superseded data were derived.
 PM0065
 PM0065_MARKER: DB = BENCH MARK DISK
 PM0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0065_STAMPING: C 21 1934
 PM0065_MARK LOGO: CGS
 PM0065_PROJECTION: FLUSH
 PM0065_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0065+STABILITY: SURFACE MOTION
 PM0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0065+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2019
 PM0065
 PM0065  HISTORY     - Date     Condition        Report By
 PM0065  HISTORY     - 1934     MONUMENTED       CGS
 PM0065  HISTORY     - 1984     GOOD             USPSQD
 PM0065  HISTORY     - 1987     GOOD             USPSQD
 PM0065  HISTORY     - 19971211 GOOD             NGS
 PM0065  HISTORY     - 20050421 GOOD             JCLS
 PM0065  HISTORY     - 20050728 GOOD             WIDT
 PM0065  HISTORY     - 20081016 GOOD             WIDT
 PM0065  HISTORY     - 20101020 GOOD             WOOLPT
 PM0065  HISTORY     - 20180813 GOOD             USPSQD
 PM0065  HISTORY     - 20190819 GOOD             WIDT
 PM0065
 PM0065                          STATION DESCRIPTION
 PM0065
 PM0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0065'4.8 MI N FROM STURGEON BAY.
 PM0065'4.8 MILES NORTH.  40 FT. EAST OF HIGHWAY 42, 165 FT. SOUTHEAST OF
 PM0065'AUGUST MILLER RESIDENCE.  140 FT. NORTH OF COUNTY ROAD P.  1 FT.
 PM0065'FROM FENCELINE IN FIELD CORNER.  9 FT. EAST OF 10 INCH HICKORY
 PM0065'TREE.
 PM0065
 PM0065                          STATION RECOVERY (1984)
 PM0065
 PM0065'RECOVERY NOTE BY US POWER SQUADRON 1984
 PM0065'ABOUT 4.2 MILES NORTH ALONG STATE HIGHWAY 42 FROM STURGEON BAY, DOOR
 PM0065'COUNTY, ABOUT 100 FEET NORTH OF COUNTY HIGHWAY P, 40 FEET EAST OF THE
 PM0065'HIGHWAY, 9 FEET EAST OF A A 14 INCH HICKORY TREE, 85 FEET SOUTH OF
 PM0065'DRIVEWAY LEADING TO BUILDING DESIGNATED BY FIRE NUMBER 4612. A
 PM0065'STANDARD DISK ECT.
 PM0065
 PM0065                          STATION RECOVERY (1987)
 PM0065
 PM0065'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 PM0065'RECOVERED IN GOOD CONDITION.
 PM0065
 PM0065                          STATION RECOVERY (1997)
 PM0065
 PM0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PM0065'THE STATION IS LOCATED 5.76 KM (3.55 MI) NORTH OF STURGEON BAY.
 PM0065'OWNERSHIP--STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH
 PM0065'FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 57 WHICH IS ABOUT 3.33 KM
 PM0065'(2.05 MI) NORTH OF STURGEON BAY, GO NORTH ON STATE HIGHWAY 42 FOR 2.43
 PM0065'KM (1.50 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A CGS BENCH
 PM0065'MARK DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.07 M (0.23 FT)
 PM0065'ABOVE THE GROUND SURFACE.  IT IS, 30.8 M (101.0 FT) NORTH OF THE
 PM0065'CENTERLINE OF COUNTY ROAD P, 28.0 M (91.9 FT) SOUTH OF THE CENTER OF A
 PM0065'DRIVEWAY, 13.2 M (43.3 FT) EAST OF THE HIGHWAY CENTERLINE, AND THE
 PM0065'MONUMENT IS 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PM0065
 PM0065                          STATION RECOVERY (2005)
 PM0065
 PM0065'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 PM0065'RECOVERED IN GOOD CONDITION.
 PM0065
 PM0065                          STATION RECOVERY (2005)
 PM0065
 PM0065'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0065'RECOVERED AS DESCRIBED IN GOOD CONDITION.  ADD THE STATION IS 0.2 M
 PM0065'WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 PM0065
 PM0065                          STATION RECOVERY (2008)
 PM0065
 PM0065'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0065'RECOVERED AS DESCRIBED.
 PM0065
 PM0065                          STATION RECOVERY (2010)
 PM0065
 PM0065'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DPM)
 PM0065'MARK IS SUITABLE FOR SURVEY GRADE GPS OBSERVATIONS.
 PM0065
 PM0065                          STATION RECOVERY (2018)
 PM0065
 PM0065'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 PM0065'RECOVERED IN GOOD CONDITION.
 PM0065
 PM0065                          STATION RECOVERY (2019)
 PM0065
 PM0065'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 PM0065'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0591 ***********************************************************************
 RM0591  DESIGNATION -  C 211
 RM0591  PID         -  RM0591
 RM0591  STATE/COUNTY-  WI/IRON
 RM0591  COUNTRY     -  US
 RM0591  USGS QUAD   -  CEDAR (2018)
 RM0591
 RM0591                         *CURRENT SURVEY CONTROL
 RM0591  ______________________________________________________________________
 RM0591* NAD 83(1986) POSITION- 46 31 05.6    (N) 090 31 43.6    (W)   HD_HELD2
 RM0591* NAVD 88 ORTHO HEIGHT -   335.077 (meters)     1099.33  (feet) ADJUSTED
 RM0591  ______________________________________________________________________
 RM0591  GEOID HEIGHT    -        -31.224 (meters)                     GEOID18
 RM0591  DYNAMIC HEIGHT  -        335.095 (meters)     1099.39  (feet) COMP
 RM0591  MODELED GRAVITY -    980,656.2   (mgal)                       NAVD 88
 RM0591
 RM0591  VERT ORDER      -  FIRST     CLASS II
 RM0591
 RM0591.The horizontal coordinates were established by autonomous hand held GPS
 RM0591.observations and have an estimated accuracy of +/- 10 meters.
 RM0591
 RM0591.The orthometric height was determined by differential leveling and
 RM0591.adjusted by the NATIONAL GEODETIC SURVEY
 RM0591.in June 1991.
 RM0591
 RM0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0591.GEOID18 height accuracy estimate available here.
 RM0591
 RM0591.Click photographs - Photos may exist for this station.
 RM0591
 RM0591.The dynamic height is computed by dividing the NAVD 88
 RM0591.geopotential number by the normal gravity value computed on the
 RM0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0591.degrees latitude (g = 980.6199 gals.).
 RM0591
 RM0591.The modeled gravity was interpolated from observed gravity values.
 RM0591
 RM0591;                    North         East    Units  Estimated Accuracy
 RM0591;SPC WI N     -   150,356.      559,425.      MT  (+/- 10 meters HH2 GPS)
 RM0591
 RM0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8955554595(NAD 83)
 RM0591
 RM0591                          SUPERSEDED SURVEY CONTROL
 RM0591
 RM0591  NAVD 88 (07/25/13)  335.105  (m)         1099.42   (f) SUPERSEDED  2 1
 RM0591
 RM0591.Superseded values are not recommended for survey control.
 RM0591
 RM0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0591.See file dsdata.pdf to determine how the superseded data were derived.
 RM0591
 RM0591_MARKER: F = FLANGE-ENCASED ROD
 RM0591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0591_STAMPING: C 211 1982
 RM0591_MARK LOGO: NGS
 RM0591_PROJECTION: FLUSH
 RM0591_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0591+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 RM0591_ROD/PIPE-DEPTH: 14.7 meters
 RM0591
 RM0591  HISTORY     - Date     Condition        Report By
 RM0591  HISTORY     - 1982     MONUMENTED       NGS
 RM0591  HISTORY     - 20030711 GOOD             USPSQD
 RM0591  HISTORY     - 20041126 GOOD             USPSQD
 RM0591  HISTORY     - 20120605 GOOD             WIDT
 RM0591
 RM0591                          STATION DESCRIPTION
 RM0591
 RM0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0591'9.5 KM (5.9 MI) WEST FROM SAXON.
 RM0591'9.5 KM (5.9 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 RM0591'HIGHWAY 122 JUST NORTH OF SAXON, ALSO, 1.8 KM (1.1 MI) EAST ALONG U.S.
 RM0591'HIGHWAY 2 FROM THE IRON-ASHLAND COUNTY LINE, SET ON TOP OF A SMALL
 RM0591'KNOLL JUST WEST OF A FIRE LANE ROAD LEADING NORTH, 21.6 METERS
 RM0591'(71.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 77.7 METERS
 RM0591'(255.0 FT) NORTHWEST OF THE CENTER OF THE FIRE LANE ROAD, AND
 RM0591'27.1 METERS (89.0 FT) SOUTHEAST OF A TRACK ROAD.
 RM0591'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RM0591'THE MARK IS 3.1 M ABOVE HIGHWAY.
 RM0591
 RM0591                          STATION RECOVERY (2003)
 RM0591
 RM0591'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0591'RECOVERED IN GOOD CONDITION.  THE FIRE LANE ROAD REFERENCED IN THE
 RM0591'1982 DESCRIPTION IS NAMED FIRE LANE ROAD.
 RM0591
 RM0591                          STATION RECOVERY (2004)
 RM0591
 RM0591'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0591'RECOVERED IN GOOD CONDITION.
 RM0591
 RM0591                          STATION RECOVERY (2012)
 RM0591
 RM0591'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0591'THE STATION IS APPROXIMATELY 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 RM0591'PAVEMENT AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 RM0591'WHITE PLASTIC WITNESS POSTS.
 RM0591'
 RM0591'NOTE-THE STATION IS LOCATED 21.6 M (70.9 FT) NORTHEAST OF THE
 RM0591'CENTERLINE OF US HIGHWAY 2, 77.7 M (254.9 FT) NORTHWEST OF FIRE LANE
 RM0591'ROAD AND 27.1 M (88.9 FT) SOUTHEAST OF AN ATV AND SNOWMOBILE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1437 ***********************************************************************
 RL1437  DESIGNATION -  C 212
 RL1437  PID         -  RL1437
 RL1437  STATE/COUNTY-  WI/VILAS
 RL1437  COUNTRY     -  US
 RL1437  USGS QUAD   -  BOULDER JUNCTION (2018)
 RL1437
 RL1437                         *CURRENT SURVEY CONTROL
 RL1437  ______________________________________________________________________
 RL1437* NAD 83(1986) POSITION- 46 01 55.00   (N) 089 42 18.32   (W)   HD_HELD1
 RL1437* NAVD 88 ORTHO HEIGHT -   495.351 (meters)     1625.16  (feet) ADJUSTED
 RL1437  ______________________________________________________________________
 RL1437  GEOID HEIGHT    -        -31.087 (meters)                     GEOID18
 RL1437  DYNAMIC HEIGHT  -        495.338 (meters)     1625.12  (feet) COMP
 RL1437  MODELED GRAVITY -    980,573.7   (mgal)                       NAVD 88
 RL1437
 RL1437  VERT ORDER      -  FIRST     CLASS II
 RL1437
 RL1437.The horizontal coordinates were determined by differentially corrected
 RL1437.hand held GPS observations or other comparable positioning techniques
 RL1437.and have an estimated accuracy of +/- 3 meters.
 RL1437
 RL1437.The orthometric height was determined by differential leveling and
 RL1437.adjusted by the NATIONAL GEODETIC SURVEY
 RL1437.in June 1991.
 RL1437
 RL1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1437.GEOID18 height accuracy estimate available here.
 RL1437
 RL1437.Click photographs - Photos may exist for this station.
 RL1437
 RL1437.The dynamic height is computed by dividing the NAVD 88
 RL1437.geopotential number by the normal gravity value computed on the
 RL1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1437.degrees latitude (g = 980.6199 gals.).
 RL1437
 RL1437.The modeled gravity was interpolated from observed gravity values.
 RL1437
 RL1437;                    North         East    Units  Estimated Accuracy
 RL1437;SPC WI N     -    96,212.7     622,830.4     MT  (+/- 3 meters HH1 GPS) 
 RL1437
 RL1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9066101154(NAD 83)
 RL1437
 RL1437                          SUPERSEDED SURVEY CONTROL
 RL1437
 RL1437  NAVD 88 (07/25/13)  495.380  (m)         1625.26   (f) SUPERSEDED  2 1
 RL1437
 RL1437.Superseded values are not recommended for survey control.
 RL1437
 RL1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1437.See file dsdata.pdf to determine how the superseded data were derived.
 RL1437
 RL1437_MARKER: F = FLANGE-ENCASED ROD
 RL1437_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RL1437_STAMPING: C 212 1982
 RL1437_MARK LOGO: NGS
 RL1437_PROJECTION: RECESSED 3 CENTIMETERS
 RL1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1437+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2012
 RL1437_ROD/PIPE-DEPTH: 18.3 meters
 RL1437_SLEEVE-DEPTH  : 6.1 meters
 RL1437
 RL1437  HISTORY     - Date     Condition        Report By
 RL1437  HISTORY     - 1982     MONUMENTED       NGS
 RL1437  HISTORY     - 20030512 GOOD             USPSQD
 RL1437  HISTORY     - 20040904 GOOD             USPSQD
 RL1437  HISTORY     - 20050921 GOOD             WIDT
 RL1437  HISTORY     - 20061105 GOOD             USPSQD
 RL1437  HISTORY     - 20121107 GOOD             WIDT
 RL1437
 RL1437                          STATION DESCRIPTION
 RL1437
 RL1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RL1437'15.3 KM (9.5 MI) NORTH FROM WOODRUFF.
 RL1437'15.3 KM (9.5 MI) NORTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RL1437'STATE HIGHWAY 47 IN WOODRUFF, SET IN THE LAWN AT THE SOUTHWEST CORNER
 RL1437'OF THE OFFICE OR CARETAKER BUILDING OF THE STANDARD OIL COMPANY OF
 RL1437'INDIANA RED CROWN LODGE, 54.6 METERS (179.0 FT) EAST OF THE CENTERLINE
 RL1437'OF THE HIGHWAY, 79.2 METERS (260.0 FT) NORTHWEST OF THE STAND PIPE OF
 RL1437'THE OVERHEAD WATER TOWER, 6.7 METERS (22.0 FT) SOUTH-SOUTHEAST OF THE
 RL1437'TOP OF A WATER WELL PUMP ON THE WEST SIDE OF THE HOUSE, 5.5 METERS
 RL1437'(18.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE OFFICE AND THE
 RL1437'CARETAKERS HOUSE, 1.8 METERS (6.0 FT) NORTH-NORTHWEST OF THE
 RL1437'WESTERNMOST ONE OF 2 TWIN OAK TREES, 14.2 METERS (46.0 FT) SOUTHWEST
 RL1437'OF THE SOUTHEAST CORNER OF THE BUILDING, AND 3.1 METERS (10.0 FT) EAST
 RL1437'OF A SOUTHEAST-NORTHWEST DRIVEWAY.
 RL1437'THE MARK IS 3.7 M ABOVE HIGHWAY.
 RL1437
 RL1437                          STATION RECOVERY (2003)
 RL1437
 RL1437'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1437'RECOVERED IN GOOD CONDITION.  THE LODGE IS NOW CALLED RED CROWN LODGE
 RL1437'AT 3852 HWY 51.  THE STATION IS PLACED IN A FLOWER BED BETWEEN THE
 RL1437'OFFICE AND TWIN OAK TREE, 4 FEET EAST OF THE ASPHALT DRIVE THAT RUNS
 RL1437'WEST OF THE OFFICE, 3 INCHES DEEP UNDER A 1 INCH THICK FLAT ROCK WHICH
 RL1437'IS UNDER A 6 INCH DIAMETER SPHERICAL-SHAPED ROCK.  TREES OBSTRUCT
 RL1437'SATELLITE OBSERVATIONS.
 RL1437
 RL1437                          STATION RECOVERY (2004)
 RL1437
 RL1437'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1437'RECOVERED IN GOOD CONDITION.
 RL1437
 RL1437                          STATION RECOVERY (2005)
 RL1437
 RL1437'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1437'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 RL1437
 RL1437                          STATION RECOVERY (2006)
 RL1437
 RL1437'RECOVERY NOTE BY US POWER SQUADRON 2006
 RL1437'RECOVERED IN GOOD CONDITION.
 RL1437
 RL1437                          STATION RECOVERY (2012)
 RL1437
 RL1437'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RL1437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0551 ***********************************************************************
 RM0551  DESIGNATION -  C 213
 RM0551  PID         -  RM0551
 RM0551  STATE/COUNTY-  WI/BAYFIELD
 RM0551  COUNTRY     -  US
 RM0551  USGS QUAD   -  MOQUAH (2018)
 RM0551
 RM0551                         *CURRENT SURVEY CONTROL
 RM0551  ______________________________________________________________________
 RM0551* NAD 83(1986) POSITION- 46 32 00.86   (N) 091 04 22.12   (W)   HD_HELD1
 RM0551* NAVD 88 ORTHO HEIGHT -   251.592 (meters)      825.43  (feet) ADJUSTED
 RM0551  ______________________________________________________________________
 RM0551  GEOID HEIGHT    -        -30.924 (meters)                     GEOID18
 RM0551  DYNAMIC HEIGHT  -        251.600 (meters)      825.46  (feet) COMP
 RM0551  MODELED GRAVITY -    980,638.6   (mgal)                       NAVD 88
 RM0551
 RM0551  VERT ORDER      -  FIRST     CLASS II
 RM0551
 RM0551.The horizontal coordinates were determined by differentially corrected
 RM0551.hand held GPS observations or other comparable positioning techniques
 RM0551.and have an estimated accuracy of +/- 3 meters.
 RM0551
 RM0551.The orthometric height was determined by differential leveling and
 RM0551.adjusted by the NATIONAL GEODETIC SURVEY
 RM0551.in June 1991.
 RM0551
 RM0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0551.GEOID18 height accuracy estimate available here.
 RM0551
 RM0551.Click photographs - Photos may exist for this station.
 RM0551
 RM0551.The dynamic height is computed by dividing the NAVD 88
 RM0551.geopotential number by the normal gravity value computed on the
 RM0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0551.degrees latitude (g = 980.6199 gals.).
 RM0551
 RM0551.The modeled gravity was interpolated from observed gravity values.
 RM0551
 RM0551;                    North         East    Units  Estimated Accuracy
 RM0551;SPC WI N     -   152,482.7     517,704.3     MT  (+/- 3 meters HH1 GPS) 
 RM0551
 RM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4778455138(NAD 83)
 RM0551
 RM0551                          SUPERSEDED SURVEY CONTROL
 RM0551
 RM0551  NAVD 88 (07/25/13)  251.611  (m)          825.49   (f) SUPERSEDED  2 1
 RM0551
 RM0551.Superseded values are not recommended for survey control.
 RM0551
 RM0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0551.See file dsdata.pdf to determine how the superseded data were derived.
 RM0551
 RM0551_MARKER: F = FLANGE-ENCASED ROD
 RM0551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0551_STAMPING: C 213 1982
 RM0551_MARK LOGO: NGS
 RM0551_PROJECTION: FLUSH
 RM0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0551+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2012
 RM0551_ROD/PIPE-DEPTH: 4.8 meters
 RM0551
 RM0551  HISTORY     - Date     Condition        Report By
 RM0551  HISTORY     - 1982     MONUMENTED       NGS
 RM0551  HISTORY     - 20010905 GOOD             USPSQD
 RM0551  HISTORY     - 20121016 GOOD             WIDT
 RM0551
 RM0551                          STATION DESCRIPTION
 RM0551
 RM0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0551'17.0 KM (10.55 MI) WEST FROM ASHLAND.
 RM0551'16.95 KM (10.55 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0551'ASHLAND, SET ON TOP OF A HILL IN THE FRONT YARD OF A HOUSE,
 RM0551'21.6 METERS (71.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 RM0551'HIGHWAY, 26.9 METERS (88.5 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 RM0551'OF A HOUSE, 29.2 METERS (96.0 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST
 RM0551'CORNER OF A HOUSE, 0.9 METER (3.0 FT) WEST-SOUTHWEST OF A FLAG POLE.
 RM0551'THE MARK IS 6.4 METERS  NNW FROM A WITNESS POST.
 RM0551'THE MARK IS 1.8 M ABOVE HIGHWAY.
 RM0551
 RM0551                          STATION RECOVERY (2001)
 RM0551
 RM0551'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 RM0551'THE FLAG POLE IS GONE.
 RM0551
 RM0551                          STATION RECOVERY (2012)
 RM0551
 RM0551'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0551'THE STATION IS 28.75 M (94.3 FT) EAST-SOUTHEAST OF THE SOUTHEAST
 RM0551'CORNER OF A GARAGE, 28.55 M (93.7 FT) SOUTH OF THE CENTER OF THE PATIO
 RM0551'DOOR ON THE SOUTH WALL OF THE RESIDENCE -66180 JANECEK ROAD-, 23.25 M
 RM0551'(76.3 FT) SOUTHEAST OF A POWER POLE --2484-- WITH A METER AND ONE GUY
 RM0551'WIRE TO THE EAST, AND 0.15 M (0.5 FT) SOUTHEAST OF A WHITE PLASTIC
 RM0551'WITNESS POST.
 RM0551'
 RM0551'NOTE-THIS STATION IS OBSTRUCTED BY SEVERAL TREES NEARBY WHICH EXTEND
 RM0551'TO GREATER THAN 40 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0584 ***********************************************************************
 RM0584  DESIGNATION -  C 214
 RM0584  PID         -  RM0584
 RM0584  STATE/COUNTY-  WI/ASHLAND
 RM0584  COUNTRY     -  US
 RM0584  USGS QUAD   -  CEDAR (2018)
 RM0584
 RM0584                         *CURRENT SURVEY CONTROL
 RM0584  ______________________________________________________________________
 RM0584* NAD 83(1986) POSITION- 46 32 46.9    (N) 090 35 29.2    (W)   HD_HELD2
 RM0584* NAVD 88 ORTHO HEIGHT -   248.584 (meters)      815.56  (feet) ADJUSTED
 RM0584  ______________________________________________________________________
 RM0584  GEOID HEIGHT    -        -31.489 (meters)                     GEOID18
 RM0584  DYNAMIC HEIGHT  -        248.594 (meters)      815.60  (feet) COMP
 RM0584  MODELED GRAVITY -    980,649.0   (mgal)                       NAVD 88
 RM0584
 RM0584  VERT ORDER      -  FIRST     CLASS II
 RM0584
 RM0584.The horizontal coordinates were established by autonomous hand held GPS
 RM0584.observations and have an estimated accuracy of +/- 10 meters.
 RM0584
 RM0584.The orthometric height was determined by differential leveling and
 RM0584.adjusted by the NATIONAL GEODETIC SURVEY
 RM0584.in June 1991.
 RM0584
 RM0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0584.GEOID18 height accuracy estimate available here.
 RM0584
 RM0584.Click photographs - Photos may exist for this station.
 RM0584
 RM0584.The dynamic height is computed by dividing the NAVD 88
 RM0584.geopotential number by the normal gravity value computed on the
 RM0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0584.degrees latitude (g = 980.6199 gals.).
 RM0584
 RM0584.The modeled gravity was interpolated from observed gravity values.
 RM0584
 RM0584;                    North         East    Units  Estimated Accuracy
 RM0584;SPC WI N     -   153,517.      554,640.      MT  (+/- 10 meters HH2 GPS)
 RM0584
 RM0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8465357573(NAD 83)
 RM0584
 RM0584                          SUPERSEDED SURVEY CONTROL
 RM0584
 RM0584  NAVD 88 (07/25/13)  248.606  (m)          815.63   (f) SUPERSEDED  2 1
 RM0584
 RM0584.Superseded values are not recommended for survey control.
 RM0584
 RM0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0584.See file dsdata.pdf to determine how the superseded data were derived.
 RM0584
 RM0584_MARKER: F = FLANGE-ENCASED ROD
 RM0584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0584_STAMPING: C 214 1982
 RM0584_MARK LOGO: NGS
 RM0584_PROJECTION: FLUSH
 RM0584_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0584+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 RM0584_ROD/PIPE-DEPTH: 6.0 meters
 RM0584
 RM0584  HISTORY     - Date     Condition        Report By
 RM0584  HISTORY     - 1982     MONUMENTED       NGS
 RM0584  HISTORY     - 19970626 GOOD             USPSQD
 RM0584  HISTORY     - 20020616 GOOD             USPSQD
 RM0584  HISTORY     - 20031221 GOOD             USPSQD
 RM0584  HISTORY     - 20120607 GOOD             WIDT
 RM0584
 RM0584                          STATION DESCRIPTION
 RM0584
 RM0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0584'11.3 KM (7.05 MI) SE FROM ODANAH.
 RM0584'11.3 KM (7.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RM0584'COUNTY ROAD A IN ODANAH, SET AT A POWERLINE POLE ACROSS THE HIGHWAY
 RM0584'FROM A HOUSE, 27.4 METERS (90.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 RM0584'HIGHWAY, 0.6 METER (2.0 FT) SOUTHWEST OF TELEPHONE JUNCTION BOX NUMBER
 RM0584'940 5, 0.3 METER (1.0 FT) SOUTHWEST OF A POWERLINE POLE WITH TWO GUY
 RM0584'WIRES ATTACHED, AND 4.0 METERS (13.0 FT) NORTHEAST OF A GUY WIRE
 RM0584'ANCHOR.  NOTE, ROD WAS DRIVEN TO REFUSAL.
 RM0584'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 RM0584'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RM0584
 RM0584                          STATION RECOVERY (1997)
 RM0584
 RM0584'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0584'RECOVERED IN GOOD CONDITION.
 RM0584
 RM0584                          STATION RECOVERY (2002)
 RM0584
 RM0584'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0584'RECOVERED IN GOOD CONDITION.
 RM0584
 RM0584                          STATION RECOVERY (2003)
 RM0584
 RM0584'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0584'STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN LINE
 RM0584'WITH THE EXTENDED CENTERLINE OF THE DRIVEWAY TO --76034 HWY 2-- AND 14
 RM0584'FEET WEST OF AN ORANGE OVER WHITE BURIED CABLE CYLINDRICAL PLASTIC
 RM0584'POST.  NOTE-- THERE ARE ELECTRICAL POWER WIRES CROSSING THE HIGHWAY AT
 RM0584'THIS LOCATION AND THE POWERLINE POLE IS NUMBERED --L941--.
 RM0584
 RM0584                          STATION RECOVERY (2012)
 RM0584
 RM0584'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0479 ***********************************************************************
 QM0479  DESIGNATION -  C 216
 QM0479  PID         -  QM0479
 QM0479  STATE/COUNTY-  WI/ONEIDA
 QM0479  COUNTRY     -  US
 QM0479  USGS QUAD   -  MCNAUGHTON (2018)
 QM0479
 QM0479                         *CURRENT SURVEY CONTROL
 QM0479  ______________________________________________________________________
 QM0479* NAD 83(1986) POSITION- 45 43 50.     (N) 089 31 24.     (W)   SCALED
 QM0479* NAVD 88 ORTHO HEIGHT -   476.495 (meters)     1563.30  (feet) ADJUSTED
 QM0479  ______________________________________________________________________
 QM0479  GEOID HEIGHT    -        -31.623 (meters)                     GEOID18
 QM0479  DYNAMIC HEIGHT  -        476.479 (meters)     1563.25  (feet) COMP
 QM0479  MODELED GRAVITY -    980,566.7   (mgal)                       NAVD 88
 QM0479
 QM0479  VERT ORDER      -  SECOND    CLASS I
 QM0479
 QM0479.The horizontal coordinates were scaled from a map and have
 QM0479.an estimated accuracy of +/- 6 seconds.
 QM0479
 QM0479.The orthometric height was determined by differential leveling and
 QM0479.adjusted by the NATIONAL GEODETIC SURVEY
 QM0479.in February 2017.
 QM0479
 QM0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0479.GEOID18 height accuracy estimate available here.
 QM0479
 QM0479.Click photographs - Photos may exist for this station.
 QM0479
 QM0479.The dynamic height is computed by dividing the NAVD 88
 QM0479.geopotential number by the normal gravity value computed on the
 QM0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0479.degrees latitude (g = 980.6199 gals.).
 QM0479
 QM0479.The modeled gravity was interpolated from observed gravity values.
 QM0479
 QM0479;                    North         East    Units  Estimated Accuracy
 QM0479;SPC WI N     -    62,780.      637,100.      MT  (+/- 180 meters Scaled)
 QM0479
 QM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR036672(NAD 83)
 QM0479
 QM0479                          SUPERSEDED SURVEY CONTROL
 QM0479
 QM0479  NAVD 88 (03/19/14)  476.516  (m)         1563.37   (f) SUPERSEDED  2 1
 QM0479  NAVD 88 (06/15/91)  476.476  (m)         1563.24   (f) SUPERSEDED  1 2
 QM0479
 QM0479.Superseded values are not recommended for survey control.
 QM0479
 QM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0479.See file dsdata.pdf to determine how the superseded data were derived.
 QM0479
 QM0479_MARKER: F = FLANGE-ENCASED ROD
 QM0479_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QM0479_STAMPING: C 216 1982
 QM0479_MARK LOGO: NGS
 QM0479_PROJECTION: FLUSH
 QM0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0479+STABILITY: POSITION/ELEVATION WELL
 QM0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0479+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2013
 QM0479_ROD/PIPE-DEPTH: 17.0 meters
 QM0479_SLEEVE-DEPTH  : 6.1 meters
 QM0479
 QM0479  HISTORY     - Date     Condition        Report By
 QM0479  HISTORY     - 1982     MONUMENTED       NGS
 QM0479  HISTORY     - 20021129 GOOD             USPSQD
 QM0479  HISTORY     - 20040311 GOOD             USPSQD
 QM0479  HISTORY     - 20050922 GOOD             WIDT
 QM0479  HISTORY     - 20131022 GOOD             WIDT
 QM0479
 QM0479                          STATION DESCRIPTION
 QM0479
 QM0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0479'12.2 KM (7.6 MI) SE FROM LAKE TOMAHAWK.
 QM0479'12.2 KM (7.6 MI) SOUTHEAST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 QM0479'COUNTY ROAD D IN LAKE TOMAHAWK TO THE JUNCTION OF BRIDGE ROAD AT
 QM0479'MCNAUGHTON, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG BRIDGE ROAD TO THE
 QM0479'ROCK BUILDING AT THE FREDRICHS BAR AND ALSO 14.3 KM (8.9 MI) NORTH
 QM0479'ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF U.S. HIGHWAY 8 JUST
 QM0479'SOUTHEAST OF RHINELANDER, 22.2 METERS (73.0 FT) EAST OF THE CENTER OF
 QM0479'BRIDGE ROAD, 3.2 METERS (10.5 FT) SOUTHEAST OF THE WESTERNMOST
 QM0479'SOUTHWEST CORNER OF THE ROCK BUILDING AT THE BAR, 2.1 METERS (7.0 FT)
 QM0479'NORTHWEST OF THE SOUTHERNMOST SOUTHWEST CORNER OF THE BUILDING, AND
 QM0479'1.5 METERS (5.0 FT) SOUTH OF THE NORTHERNMOST SOUTH FACE OF THE
 QM0479'BUILDING.
 QM0479'THE MARK IS ABOVE LEVEL WITH BRIDGE ROAD.
 QM0479
 QM0479                          STATION RECOVERY (2002)
 QM0479
 QM0479'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0479'RECOVERED IN GOOD CONDITION.  THE BAR IS NOW NAMED THE MC NAUGHTON
 QM0479'PUB.  A NEW CONCRETE WALK HAS BEEN CONSTRUCTED AROUND THE BUILDING
 QM0479'COVERING THE STATION.  ACCESS TO THE STATION IS THROUGH A WOODEN COVER
 QM0479'IN THE CONCRETE WALK.
 QM0479
 QM0479                          STATION RECOVERY (2004)
 QM0479
 QM0479'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0479'RECOVERED IN GOOD CONDITION.
 QM0479
 QM0479                          STATION RECOVERY (2005)
 QM0479
 QM0479'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0479'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0479
 QM0479                          STATION RECOVERY (2013)
 QM0479
 QM0479'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0479'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0758 ***********************************************************************
 PN0758  DESIGNATION -  C 218
 PN0758  PID         -  PN0758
 PN0758  STATE/COUNTY-  WI/WAUPACA
 PN0758  COUNTRY     -  US
 PN0758  USGS QUAD   -  WAUPACA (2018)
 PN0758
 PN0758                         *CURRENT SURVEY CONTROL
 PN0758  ______________________________________________________________________
 PN0758* NAD 83(1986) POSITION- 44 21 22.1    (N) 089 06 54.5    (W)   HD_HELD2
 PN0758* NAVD 88 ORTHO HEIGHT -   273.804 (meters)      898.31  (feet) ADJUSTED
 PN0758  ______________________________________________________________________
 PN0758  GEOID HEIGHT    -        -36.384 (meters)                     GEOID18
 PN0758  DYNAMIC HEIGHT  -        273.756 (meters)      898.15  (feet) COMP
 PN0758  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 PN0758
 PN0758  VERT ORDER      -  SECOND    CLASS I
 PN0758
 PN0758.The horizontal coordinates were established by autonomous hand held GPS
 PN0758.observations and have an estimated accuracy of +/- 10 meters.
 PN0758
 PN0758.The orthometric height was determined by differential leveling and
 PN0758.adjusted by the WI DEPT OF TRANSP
 PN0758.in May 2012.
 PN0758
 PN0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0758.GEOID18 height accuracy estimate available here.
 PN0758
 PN0758.Click photographs - Photos may exist for this station.
 PN0758
 PN0758.The dynamic height is computed by dividing the NAVD 88
 PN0758.geopotential number by the normal gravity value computed on the
 PN0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0758.degrees latitude (g = 980.6199 gals.).
 PN0758
 PN0758.The modeled gravity was interpolated from observed gravity values.
 PN0758
 PN0758;                    North         East    Units  Estimated Accuracy
 PN0758;SPC WI C     -    58,478.      670,543.      MT  (+/- 10 meters HH2 GPS)
 PN0758
 PN0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3143713605(NAD 83)
 PN0758
 PN0758                          SUPERSEDED SURVEY CONTROL
 PN0758
 PN0758  NAVD 88 (04/20/07)  273.778  (m)          898.22   (f) SUPERSEDED  2 1
 PN0758  NAVD 88 (06/15/91)  273.769  (m)          898.19   (f) SUPERSEDED  1 2
 PN0758
 PN0758.Superseded values are not recommended for survey control.
 PN0758
 PN0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0758.See file dsdata.pdf to determine how the superseded data were derived.
 PN0758
 PN0758_MARKER: DV = VERTICAL CONTROL DISK
 PN0758_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0758_SP_SET: PIER
 PN0758_STAMPING: C 218 1985
 PN0758_MARK LOGO: NGS
 PN0758_PROJECTION: PROJECTING 122 CENTIMETERS
 PN0758_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0758+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2024
 PN0758
 PN0758  HISTORY     - Date     Condition        Report By
 PN0758  HISTORY     - 1985     MONUMENTED       NGS
 PN0758  HISTORY     - 20021223 GOOD             USPSQD
 PN0758  HISTORY     - 20030217 GOOD             WIDT
 PN0758  HISTORY     - 20040328 MARK NOT FOUND   USPSQD
 PN0758  HISTORY     - 20040330 GOOD             USPSQD
 PN0758  HISTORY     - 20061011 GOOD             USPSQD
 PN0758  HISTORY     - 20071129 GOOD             WIDT
 PN0758  HISTORY     - 20081008 GOOD             GEOSPC
 PN0758  HISTORY     - 20240808 GOOD             INDIV
 PN0758
 PN0758                          STATION DESCRIPTION
 PN0758
 PN0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0758'2.7 KM (1.7 MI) WEST FROM WAUPACA.
 PN0758'2.7 KM (1.7 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0758'IN WAUPACA, SET VERTICALLY IN THE NORTH FACE OF THE MOST WESTERLY 1 OF
 PN0758'3 COLUMNS OF THE 1ST PIER NORTHWEST OF THE SOUTHEAST ABUTMENT OF U.S.
 PN0758'HIGHWAY 10 OVERPASS OF THE HIGHWAY, 7.2 M (23.6 FT) SOUTH OF THE
 PN0758'CENTERLINE OF THE EAST BOUND LANES OF THE STATE HIGHWAY, AND 5.7 M
 PN0758'(18.7 FT) SOUTHWEST OF THE CENTER OF THE U.S. HIGHWAY.
 PN0758'THE MARK IS 1.4 M ABOVE THE GROUND.
 PN0758
 PN0758                          STATION RECOVERY (2002)
 PN0758
 PN0758'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0758'RECOVERED IN GOOD CONDITION.
 PN0758
 PN0758                          STATION RECOVERY (2003)
 PN0758
 PN0758'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0758'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 PN0758'LOCATED AT THE JUNCTION OF US HIGHWAY 10, STATE HIGHWAY 49 SOUTH, AND
 PN0758'STATE HIGHWAY 54 EAST WITH STATE HIGHWAY 54 WEST AND STATE HIGHWAY 49
 PN0758'NORTH IN THE CITY OF WAUPACA.  THE STATION IS A BRONZE NATIONAL
 PN0758'GEODETIC SURVEY BENCH MARK DISK SET VERTICALLY IN THE NORTH FACE OF
 PN0758'THE WESTERN MOST PILLAR OF THE SOUTHERN MOST PIER FOR THE WEST BOUND
 PN0758'LANES FOR US HIGHWAY 10 ON BRIDGE --B68-19-65-- ABOUT 2 M (6.6 FT)
 PN0758'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 7.2 M (23.6 FT) SOUTH OF
 PN0758'THE CENTERLINE OF THE EAST BOUND LANES OF STATE HIGHWAY 54.
 PN0758'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE
 PN0758'DISK BEING SET VERTICALLY.
 PN0758
 PN0758                          STATION RECOVERY (2004)
 PN0758
 PN0758'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0758'MARK NOT FOUND.
 PN0758
 PN0758                          STATION RECOVERY (2004)
 PN0758
 PN0758'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0758'RECOVERED IN GOOD CONDITION.  BEING LOCATED UNDER A HIGHWAY BRIDGE,
 PN0758'THE STATION IS NOT SUITABLE FOR SATELLITE OBSERVATIONS.
 PN0758
 PN0758                          STATION RECOVERY (2006)
 PN0758
 PN0758'RECOVERY NOTE BY US POWER SQUADRON 2006
 PN0758'RECOVERED IN GOOD CONDITION.
 PN0758
 PN0758                          STATION RECOVERY (2007)
 PN0758
 PN0758'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 PN0758'RECOVERED IN GOOD CONDITION.
 PN0758
 PN0758                          STATION RECOVERY (2008)
 PN0758
 PN0758'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2008 (DJH)
 PN0758'RECOVERED AS DESCRIBED.
 PN0758
 PN0758                          STATION RECOVERY (2024)
 PN0758
 PN0758'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (NJ)
 PN0758'IT IS LOCATED WITHIN ONE OF THE PILLARS OF STRUCTURE B-68-019.  IT IS
 PN0758'TO BE NOTED THAT THE PROJECTING HEIGHT IS APPROXIMATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0729 ***********************************************************************
 PN0729  DESIGNATION -  C 219
 PN0729  PID         -  PN0729
 PN0729  STATE/COUNTY-  WI/OUTAGAMIE
 PN0729  COUNTRY     -  US
 PN0729  USGS QUAD   -  SHIOCTON (2018)
 PN0729
 PN0729                         *CURRENT SURVEY CONTROL
 PN0729  ______________________________________________________________________
 PN0729* NAD 83(1986) POSITION- 44 27 35.5    (N) 088 32 29.9    (W)   HD_HELD2
 PN0729* NAVD 88 ORTHO HEIGHT -   233.433 (meters)      765.85  (feet) ADJUSTED
 PN0729  ______________________________________________________________________
 PN0729  GEOID HEIGHT    -        -36.347 (meters)                     GEOID18
 PN0729  DYNAMIC HEIGHT  -        233.399 (meters)      765.74  (feet) COMP
 PN0729  MODELED GRAVITY -    980,464.8   (mgal)                       NAVD 88
 PN0729
 PN0729  VERT ORDER      -  SECOND    CLASS I
 PN0729
 PN0729.The horizontal coordinates were established by autonomous hand held GPS
 PN0729.observations and have an estimated accuracy of +/- 10 meters.
 PN0729
 PN0729.The orthometric height was determined by differential leveling and
 PN0729.adjusted by the WI DEPT OF TRANSP
 PN0729.in May 2012.
 PN0729
 PN0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0729.GEOID18 height accuracy estimate available here.
 PN0729
 PN0729.Click photographs - Photos may exist for this station.
 PN0729
 PN0729.The dynamic height is computed by dividing the NAVD 88
 PN0729.geopotential number by the normal gravity value computed on the
 PN0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0729.degrees latitude (g = 980.6199 gals.).
 PN0729
 PN0729.The modeled gravity was interpolated from observed gravity values.
 PN0729
 PN0729;                    North         East    Units  Estimated Accuracy
 PN0729;SPC WI C     -    70,661.      716,052.      MT  (+/- 10 meters HH2 GPS)
 PN0729
 PN0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7735824106(NAD 83)
 PN0729
 PN0729                          SUPERSEDED SURVEY CONTROL
 PN0729
 PN0729  NAVD 88 (04/20/07)  233.406  (m)          765.77   (f) SUPERSEDED  2 1
 PN0729  NAVD 88 (06/15/91)  233.414  (m)          765.79   (f) SUPERSEDED  1 2
 PN0729
 PN0729.Superseded values are not recommended for survey control.
 PN0729
 PN0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0729.See file dsdata.pdf to determine how the superseded data were derived.
 PN0729
 PN0729_MARKER: F = FLANGE-ENCASED ROD
 PN0729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0729_STAMPING: C 219 1985
 PN0729_MARK LOGO: NGS
 PN0729_PROJECTION: FLUSH
 PN0729_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0729+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 PN0729_ROD/PIPE-DEPTH: 14.6 meters
 PN0729
 PN0729  HISTORY     - Date     Condition        Report By
 PN0729  HISTORY     - 1985     MONUMENTED       NGS
 PN0729  HISTORY     - 20001221 GOOD             WIDT
 PN0729  HISTORY     - 20011103 GOOD             USPSQD
 PN0729  HISTORY     - 20030611 GOOD             USPSQD
 PN0729  HISTORY     - 20050712 GOOD             WIDT
 PN0729  HISTORY     - 20060427 POOR             JCLS
 PN0729  HISTORY     - 20061011 GOOD             USPSQD
 PN0729
 PN0729                          STATION DESCRIPTION
 PN0729
 PN0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0729'39.0 KM (24.25 MI) WEST FROM GREEN BAY.
 PN0729'39.0 KM (24.25 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0729'WITH U.S. HIGHWAY 41 IN GREEN BAY, 0.5 KM (0.3 MI) SOUTHWEST OF THE
 PN0729'INTERSECTION OF PULS ROAD, 32.3 M (106.0 FT) NORTHEAST OF TELEPHONE
 PN0729'PEDESTAL NUMBER 1775, 19.6 M (64.3 FT) NORTHWEST OF THE CENTERLINE OF
 PN0729'THE HIGHWAY, 0.7 M (2.3 FT) NORTHWEST OF UTILITY POLE NUMBER
 PN0729'82-20452-35-2, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
 PN0729'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0729'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PN0729'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PN0729
 PN0729                          STATION RECOVERY (2000)
 PN0729
 PN0729'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0729'THE STATION IS LOCATED ABOUT 23 KM NORTH-NORTHWEST OF APPLETON AND 3
 PN0729'KM NORTHEAST OF SHIOCTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 PN0729'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 PN0729'HIGHWAY 54 WITH STATE HIGHWAY 187 IN THE VILLAGE OF SHIOCTON, GO EAST
 PN0729'ON STATE HIGHWAY 54 FOR 2.7 KM TO THE STATION ON THE LEFT.  THE
 PN0729'STATION IS A STAINLESS STEEL ROD ENCASED IN A 12.7-CM PIPE WITH A
 PN0729'LOGO CAP SET ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 PN0729'19.5 M NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 54, 31.6 M EAST
 PN0729'OF A TELEPHONE PEDESTAL --1775--, 2 M SOUTH OF A CULTIVATED FIELD,
 PN0729'0.7 M NORTH OF A POWER POLE --82-20452--, 0.3 M SOUTH OF AN ORANGE
 PN0729'FIBERGLASS WITNESS POST. ---NOTE---THIS STATION IS OBSTRUCTED BY A
 PN0729'POWER POLE EXTENDING TO 90 DEGREES ABOVE THE HORIZON.
 PN0729
 PN0729                          STATION RECOVERY (2001)
 PN0729
 PN0729'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0729'RECOVERED IN GOOD CONDITION.
 PN0729
 PN0729                          STATION RECOVERY (2003)
 PN0729
 PN0729'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0729'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS CENTERED AMONG 3
 PN0729'ORANGE FIBERGLASS WITNESS POSTS.
 PN0729
 PN0729                          STATION RECOVERY (2005)
 PN0729
 PN0729'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0729'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8.8 M NORTHEAST OF
 PN0729'AN ORANGE FIBER OPTIC CABLE WARNING POST, AND 0.3 M EAST AND 0.3 M
 PN0729'WEST OF TWO ORANGE CARSONITE WITNESS POSTS.
 PN0729
 PN0729                          STATION RECOVERY (2006)
 PN0729
 PN0729'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 PN0729'CONCRETE AND CASING HAVE BEEN DISTURBED.
 PN0729
 PN0729                          STATION RECOVERY (2006)
 PN0729
 PN0729'RECOVERY NOTE BY US POWER SQUADRON 2006
 PN0729'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0033 ***********************************************************************
 PN0033  DESIGNATION -  C 22
 PN0033  PID         -  PN0033
 PN0033  STATE/COUNTY-  WI/SHAWANO
 PN0033  COUNTRY     -  US
 PN0033  USGS QUAD   -  BONDUEL (2018)
 PN0033
 PN0033                         *CURRENT SURVEY CONTROL
 PN0033  ______________________________________________________________________
 PN0033* NAD 83(1986) POSITION- 44 44 52.20   (N) 088 23 42.07   (W)   HD_HELD1
 PN0033* NAVD 88 ORTHO HEIGHT -   274.733 (meters)      901.35  (feet) ADJUSTED
 PN0033  ______________________________________________________________________
 PN0033  GEOID HEIGHT    -        -36.237 (meters)                     GEOID18
 PN0033  DYNAMIC HEIGHT  -        274.699 (meters)      901.24  (feet) COMP
 PN0033  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 PN0033
 PN0033  VERT ORDER      -  SECOND    CLASS 0
 PN0033
 PN0033.The horizontal coordinates were determined by differentially corrected
 PN0033.hand held GPS observations or other comparable positioning techniques
 PN0033.and have an estimated accuracy of +/- 3 meters.
 PN0033
 PN0033.The orthometric height was determined by differential leveling and
 PN0033.adjusted by the NATIONAL GEODETIC SURVEY
 PN0033.in June 1991.
 PN0033
 PN0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0033.GEOID18 height accuracy estimate available here.
 PN0033
 PN0033.Click photographs - Photos may exist for this station.
 PN0033
 PN0033.The dynamic height is computed by dividing the NAVD 88
 PN0033.geopotential number by the normal gravity value computed on the
 PN0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0033.degrees latitude (g = 980.6199 gals.).
 PN0033
 PN0033.The modeled gravity was interpolated from observed gravity values.
 PN0033
 PN0033;                    North         East    Units  Estimated Accuracy
 PN0033;SPC WI C     -   102,873.6     727,086.0     MT  (+/- 3 meters HH1 GPS) 
 PN0033
 PN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8956955885(NAD 83)
 PN0033
 PN0033                          SUPERSEDED SURVEY CONTROL
 PN0033
 PN0033  NGVD 29 (??/??/92)  274.739  (m)          901.37   (f) ADJ UNCH    2 0
 PN0033
 PN0033.Superseded values are not recommended for survey control.
 PN0033
 PN0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0033.See file dsdata.pdf to determine how the superseded data were derived.
 PN0033
 PN0033_MARKER: DB = BENCH MARK DISK
 PN0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0033_STAMPING: C 22 1934
 PN0033_MARK LOGO: CGS
 PN0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0033+STABILITY: SURFACE MOTION
 PN0033
 PN0033  HISTORY     - Date     Condition        Report By
 PN0033  HISTORY     - 1934     MONUMENTED       CGS
 PN0033  HISTORY     - 20050621 MARK NOT FOUND   WIDT
 PN0033
 PN0033                          STATION DESCRIPTION
 PN0033
 PN0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0033'2.1 MI NW FROM ZACHOW.
 PN0033'2.1 MILES NW. OF ZACHOW.  ALONG CHICAGO AND NORTH-WESTERN RY.,
 PN0033'300 YDS. NW. OF MP 26, AT INTERSECTION WITH E.-W. ROAD.  MARK
 PN0033'IS 15 YDS. NE. OF CENTERLINE OF TRACK AND 15 YDS. N. OF CENTERLINE
 PN0033'OF GRAVEL CROSS-ROAD.
 PN0033
 PN0033                          STATION RECOVERY (2005)
 PN0033
 PN0033'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0033'NOT FOUND.  MEASURED DISTANCES FROM THE CENTERLINE OF THE
 PN0033'CROSSROAD, AT THE OLD RAIL BED CROSSING, BUT RECOVERED NO EVIDENCE OF
 PN0033'THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0767 ***********************************************************************
 PN0767  DESIGNATION -  C 220
 PN0767  PID         -  PN0767
 PN0767  STATE/COUNTY-  WI/PORTAGE
 PN0767  COUNTRY     -  US
 PN0767  USGS QUAD   -  BLAINE (2018)
 PN0767
 PN0767                         *CURRENT SURVEY CONTROL
 PN0767  ______________________________________________________________________
 PN0767* NAD 83(1986) POSITION- 44 21 08.5    (N) 089 18 16.9    (W)   HD_HELD2
 PN0767* NAVD 88 ORTHO HEIGHT -   330.306 (meters)     1083.68  (feet) ADJUSTED
 PN0767  ______________________________________________________________________
 PN0767  GEOID HEIGHT    -        -36.220 (meters)                     GEOID18
 PN0767  DYNAMIC HEIGHT  -        330.241 (meters)     1083.47  (feet) COMP
 PN0767  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 PN0767
 PN0767  VERT ORDER      -  SECOND    CLASS I
 PN0767
 PN0767.The horizontal coordinates were established by autonomous hand held GPS
 PN0767.observations and have an estimated accuracy of +/- 10 meters.
 PN0767
 PN0767.The orthometric height was determined by differential leveling and
 PN0767.adjusted by the WI DEPT OF TRANSP
 PN0767.in May 2012.
 PN0767
 PN0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0767.GEOID18 height accuracy estimate available here.
 PN0767
 PN0767.Click photographs - Photos may exist for this station.
 PN0767
 PN0767.The dynamic height is computed by dividing the NAVD 88
 PN0767.geopotential number by the normal gravity value computed on the
 PN0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0767.degrees latitude (g = 980.6199 gals.).
 PN0767
 PN0767.The modeled gravity was interpolated from observed gravity values.
 PN0767
 PN0767;                    North         East    Units  Estimated Accuracy
 PN0767;SPC WI C     -    57,911.      655,435.      MT  (+/- 10 meters HH2 GPS)
 PN0767
 PN0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1631913593(NAD 83)
 PN0767
 PN0767                          SUPERSEDED SURVEY CONTROL
 PN0767
 PN0767  NAVD 88 (04/20/07)  330.281  (m)         1083.60   (f) SUPERSEDED  2 1
 PN0767  NAVD 88 (06/15/91)  330.280  (m)         1083.59   (f) SUPERSEDED  1 2
 PN0767
 PN0767.Superseded values are not recommended for survey control.
 PN0767
 PN0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0767.See file dsdata.pdf to determine how the superseded data were derived.
 PN0767
 PN0767_MARKER: F = FLANGE-ENCASED ROD
 PN0767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0767_STAMPING: C 220 1985
 PN0767_MARK LOGO: NGS
 PN0767_PROJECTION: FLUSH
 PN0767_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0767+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2010
 PN0767_ROD/PIPE-DEPTH: 15.8 meters
 PN0767
 PN0767  HISTORY     - Date     Condition        Report By
 PN0767  HISTORY     - 1985     MONUMENTED       NGS
 PN0767  HISTORY     - 20001021 GOOD             USPSQD
 PN0767  HISTORY     - 20030225 GOOD             WIDT
 PN0767  HISTORY     - 20040330 GOOD             USPSQD
 PN0767  HISTORY     - 20100929 GOOD             WIDT
 PN0767
 PN0767                          STATION DESCRIPTION
 PN0767
 PN0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0767'17.9 KM (11.1 MI) WEST FROM WAUPACA.
 PN0767'17.9 KM (11.1 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0767'IN WAUPACA, 34.4 M (112.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PN0767'5.2 M (17.1 FT) EAST OF THE CENTER OF A GRAVELED DRIVEWAY LEADING
 PN0767'SOUTH TO THE HOUDEK RESIDENCE (FIRE NUMBER 9593), AND 0.7 M (2.3 FT)
 PN0767'SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PN0767'5-INCH LOGO CAP.
 PN0767'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PN0767'THE MARK IS 0.3 M ABOVE THE DRIVEWAY.
 PN0767
 PN0767                          STATION RECOVERY (2000)
 PN0767
 PN0767'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN0767'RECOVERED IN GOOD CONDITION.
 PN0767
 PN0767                          STATION RECOVERY (2003)
 PN0767
 PN0767'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0767'OWNERSHIP--HOUDEK.  TO REACH THE STATION FROM THE JUNCTION OF US
 PN0767'HIGHWAY 10 AND STATE HIGHWAY 49 SOUTH WITH STATE HIGHWAY 49 NORTH AND
 PN0767'STATE HIGHWAY 54 IN THE CITY OF WAUPACA, GO WESTERLY ON STATE HIGHWAY
 PN0767'54 FOR 8.5 MI (13.68 KM) TO COUNTY HIGHWAY TT, CONTINUE WEST ON STATE
 PN0767'HIGHWAY 54 FOR 1.0 MI (1.61 KM) TO THE STATION ON THE LEFT.  THE
 PN0767'STATION IS A STAINLESS STEEL ROD ABOUT LEVEL WITH THE HIGHWAY
 PN0767'PAVEMENT.  THE STATION IS 34.4 M (112.9 FT) SOUTH OF THE CENTERLINE OF
 PN0767'STATE HIGHWAY 54, 5.4 M (17.7 FT) SOUTH OF A 0.3 M (1.0 FT) DIAMETER
 PN0767'OAK TREE WITH A --HOUDEKS-- WOOD SIGN, 5.2 M (17.1 FT) EAST OF
 PN0767'CENTERLINE OF PRIVATE ENTRANCE --9593--, AND 0.3 M (1.0 FT) NORTH OF
 PN0767'AN ORANGE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT
 PN0767'SUITABLE FOR GPS OBSERVATIONS DUE TO TREES BLOCKING ALL QUADRANTS.
 PN0767
 PN0767                          STATION RECOVERY (2004)
 PN0767
 PN0767'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0767'RECOVERED IN GOOD CONDITION.
 PN0767
 PN0767                          STATION RECOVERY (2010)
 PN0767
 PN0767'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PN0767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0495 ***********************************************************************
 QM0495  DESIGNATION -  C 221
 QM0495  PID         -  QM0495
 QM0495  STATE/COUNTY-  WI/ONEIDA
 QM0495  COUNTRY     -  US
 QM0495  USGS QUAD   -  WOODBORO (2018)
 QM0495
 QM0495                         *CURRENT SURVEY CONTROL
 QM0495  ______________________________________________________________________
 QM0495* NAD 83(1986) POSITION- 45 36 58.     (N) 089 30 20.     (W)   SCALED
 QM0495* NAVD 88 ORTHO HEIGHT -   486.906 (meters)     1597.46  (feet) ADJUSTED
 QM0495  ______________________________________________________________________
 QM0495  GEOID HEIGHT    -        -31.829 (meters)                     GEOID18
 QM0495  DYNAMIC HEIGHT  -        486.885 (meters)     1597.39  (feet) COMP
 QM0495  MODELED GRAVITY -    980,558.0   (mgal)                       NAVD 88
 QM0495
 QM0495  VERT ORDER      -  FIRST     CLASS II
 QM0495
 QM0495.The horizontal coordinates were scaled from a map and have
 QM0495.an estimated accuracy of +/- 6 seconds.
 QM0495
 QM0495.The orthometric height was determined by differential leveling and
 QM0495.adjusted by the NATIONAL GEODETIC SURVEY
 QM0495.in June 1991.
 QM0495
 QM0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0495.GEOID18 height accuracy estimate available here.
 QM0495
 QM0495.Click photographs - Photos may exist for this station.
 QM0495
 QM0495.The dynamic height is computed by dividing the NAVD 88
 QM0495.geopotential number by the normal gravity value computed on the
 QM0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0495.degrees latitude (g = 980.6199 gals.).
 QM0495
 QM0495.The modeled gravity was interpolated from observed gravity values.
 QM0495
 QM0495;                    North         East    Units  Estimated Accuracy
 QM0495;SPC WI N     -    50,070.      638,570.      MT  (+/- 180 meters Scaled)
 QM0495
 QM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR046544(NAD 83)
 QM0495
 QM0495                          SUPERSEDED SURVEY CONTROL
 QM0495
 QM0495  NAVD 88 (03/19/14)  486.931  (m)         1597.54   (f) SUPERSEDED  2 1
 QM0495
 QM0495.Superseded values are not recommended for survey control.
 QM0495
 QM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0495.See file dsdata.pdf to determine how the superseded data were derived.
 QM0495
 QM0495_MARKER: F = FLANGE-ENCASED ROD
 QM0495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0495_STAMPING: C 221 1985
 QM0495_MARK LOGO: NGS
 QM0495_PROJECTION: FLUSH
 QM0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0495+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2013
 QM0495_ROD/PIPE-DEPTH: 21.9 meters
 QM0495
 QM0495  HISTORY     - Date     Condition        Report By
 QM0495  HISTORY     - 1985     MONUMENTED       NGS
 QM0495  HISTORY     - 20030119 MARK NOT FOUND   USPSQD
 QM0495  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 QM0495  HISTORY     - 20050818 GOOD             WIDT
 QM0495  HISTORY     - 20131001 GOOD             WIDT
 QM0495
 QM0495                          STATION DESCRIPTION
 QM0495
 QM0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0495'7.2 KM (4.5 MI) WEST FROM RHINELANDER.
 QM0495'7.2 KM (4.45 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0495'STATE HIGHWAY 17 IN RHINELANDER, 30.8 M (101.0 FT) SOUTH OF THE
 QM0495'CENTERLINE OF THE HIGHWAY, 9.2 M (30.2 FT) WEST OF THE CENTERLINE OF
 QM0495'SOUTH RIFLE ROAD, AND 0.7 M (2.3 FT) WEST OF STREET LIGHT POLE NUMBER
 QM0495'3608-9L16.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QM0495'CAP.
 QM0495'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QM0495'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QM0495
 QM0495                          STATION RECOVERY (2003)
 QM0495
 QM0495'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0495'NOT FOUND.  UTILITY WORK HAS BEEN DONE IN THE AREA AND A LOT OF TRASH
 QM0495'SUCH AS ROCKS, FENCE POSTS, AND TREE LIMBS WERE FOUND AT THE STATION'S
 QM0495'LOCATION.  AN AMOCO GAS STATION IS EAST OF THE STATION ON THE
 QM0495'EAST-SIDE OF SOUTH RIFLE ROAD.  TREES TO THE SOUTH AND WEST WOULD
 QM0495'RESTICT SATELLITE OBSERVATIONS.
 QM0495
 QM0495                          STATION RECOVERY (2004)
 QM0495
 QM0495'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0495'MARK NOT FOUND.
 QM0495
 QM0495                          STATION RECOVERY (2005)
 QM0495
 QM0495'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0495'RECOVERED IN GOOD CONDITION. ADD-- THE STATION IS 0.6 M WEST-NORTHWEST
 QM0495'OF A TELEPHONE PEDESTAL.  --NOTE-- AN OAK TREE 1.2 M IN DIAMETER
 QM0495'ELIMINATES THE POSSIBILITY OF SATELLITE OBSERVATION.
 QM0495
 QM0495                          STATION RECOVERY (2013)
 QM0495
 QM0495'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0495'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS LOCATED
 QM0495'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 QM0495'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0802 ***********************************************************************
 PN0802  DESIGNATION -  C 222
 PN0802  PID         -  PN0802
 PN0802  STATE/COUNTY-  WI/OCONTO
 PN0802  COUNTRY     -  US
 PN0802  USGS QUAD   -  BERRY LAKE (2018)
 PN0802
 PN0802                         *CURRENT SURVEY CONTROL
 PN0802  ______________________________________________________________________
 PN0802* NAD 83(1986) POSITION- 44 59 57.9    (N) 088 23 32.1    (W)   HD_HELD2
 PN0802* NAVD 88 ORTHO HEIGHT -   270.936 (meters)      888.90  (feet) ADJUSTED
 PN0802  ______________________________________________________________________
 PN0802  GEOID HEIGHT    -        -36.065 (meters)                     GEOID18
 PN0802  DYNAMIC HEIGHT  -        270.908 (meters)      888.80  (feet) COMP
 PN0802  MODELED GRAVITY -    980,507.2   (mgal)                       NAVD 88
 PN0802
 PN0802  VERT ORDER      -  FIRST     CLASS II
 PN0802
 PN0802.The horizontal coordinates were established by autonomous hand held GPS
 PN0802.observations and have an estimated accuracy of +/- 10 meters.
 PN0802
 PN0802.The orthometric height was determined by differential leveling and
 PN0802.adjusted by the NATIONAL GEODETIC SURVEY
 PN0802.in June 1991.
 PN0802
 PN0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0802.GEOID18 height accuracy estimate available here.
 PN0802
 PN0802.Click photographs - Photos may exist for this station.
 PN0802
 PN0802.The dynamic height is computed by dividing the NAVD 88
 PN0802.geopotential number by the normal gravity value computed on the
 PN0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0802.degrees latitude (g = 980.6199 gals.).
 PN0802
 PN0802.The modeled gravity was interpolated from observed gravity values.
 PN0802
 PN0802;                    North         East    Units  Estimated Accuracy
 PN0802;SPC WI C     -   130,829.      726,752.      MT  (+/- 10 meters HH2 GPS)
 PN0802
 PN0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9026883828(NAD 83)
 PN0802
 PN0802                          SUPERSEDED SURVEY CONTROL
 PN0802
 PN0802.No superseded survey control is available for this station.
 PN0802
 PN0802_MARKER: F = FLANGE-ENCASED ROD
 PN0802_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0802_STAMPING: C 222 1985
 PN0802_MARK LOGO: NGS
 PN0802_PROJECTION: FLUSH
 PN0802_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0802+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2014
 PN0802_ROD/PIPE-DEPTH: 11.9 meters
 PN0802
 PN0802  HISTORY     - Date     Condition        Report By
 PN0802  HISTORY     - 1985     MONUMENTED       NGS
 PN0802  HISTORY     - 19991112 GOOD             USPSQD
 PN0802  HISTORY     - 20040324 GOOD             USPSQD
 PN0802  HISTORY     - 20051130 GOOD             WIDT
 PN0802  HISTORY     - 20130509 GOOD             NGS
 PN0802  HISTORY     - 20141009 GOOD             WIDT
 PN0802
 PN0802                          STATION DESCRIPTION
 PN0802
 PN0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0802'17.6 KM (10.95 MI) NW FROM GILLETT.
 PN0802'17.6 KM (10.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 PN0802'JUNCTION WITH STATE HIGHWAY 22 IN GILLETT, 0.4 KM (0.25 MI) WEST OF
 PN0802'THE INTERSECTION OF RIVER ROAD, 25.5 M (83.7 FT) NORTH OF THE
 PN0802'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 3.4 M (11.2 FT)
 PN0802'EAST OF THE CENTER OF A GRAVELED ROAD AND GATE.  NOTE--ACCESS TO DATUM
 PN0802'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0802'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PN0802
 PN0802                          STATION RECOVERY (1999)
 PN0802
 PN0802'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0802'RECOVERED IN GOOD CONDITION.
 PN0802
 PN0802                          STATION RECOVERY (2004)
 PN0802
 PN0802'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0802'RECOVERED IN GOOD CONDITION.
 PN0802
 PN0802                          STATION RECOVERY (2005)
 PN0802
 PN0802'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0802'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS 0.3 M SOUTH OF AN
 PN0802'ORANGE FIBERGLASS WITNESS POST, 0.6 M NORTHEAST OF A STEEL POST WITH A
 PN0802'SIGN AND 0.6 M NORTHWEST OF WHITE PLASTIC WITNESS POST.
 PN0802
 PN0802                          STATION RECOVERY (2013)
 PN0802
 PN0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2013 (JTE)
 PN0802'RECOVERY NOTE SUBMITTED BY STATE GEODETIC ADVISOR, AS REPORTED BY
 PN0802'COUNTY SURVEYOR M. TEUTEBERG
 PN0802
 PN0802                          STATION RECOVERY (2014)
 PN0802
 PN0802'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 PN0802'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0569 ***********************************************************************
 QM0569  DESIGNATION -  C 223
 QM0569  PID         -  QM0569
 QM0569  STATE/COUNTY-  WI/OCONTO
 QM0569  COUNTRY     -  US
 QM0569  USGS QUAD   -  SHADOW LAKE (2018)
 QM0569
 QM0569                         *CURRENT SURVEY CONTROL
 QM0569  ______________________________________________________________________
 QM0569* NAD 83(1986) POSITION- 45 12 54.     (N) 088 30 33.     (W)   SCALED
 QM0569* NAVD 88 ORTHO HEIGHT -   333.977 (meters)     1095.72  (feet) ADJUSTED
 QM0569  ______________________________________________________________________
 QM0569  GEOID HEIGHT    -        -35.594 (meters)                     GEOID18
 QM0569  DYNAMIC HEIGHT  -        333.939 (meters)     1095.60  (feet) COMP
 QM0569  MODELED GRAVITY -    980,496.2   (mgal)                       NAVD 88
 QM0569
 QM0569  VERT ORDER      -  FIRST     CLASS II
 QM0569
 QM0569.The horizontal coordinates were scaled from a map and have
 QM0569.an estimated accuracy of +/- 6 seconds.
 QM0569
 QM0569.The orthometric height was determined by differential leveling and
 QM0569.adjusted by the NATIONAL GEODETIC SURVEY
 QM0569.in June 1991.
 QM0569
 QM0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0569.GEOID18 height accuracy estimate available here.
 QM0569
 QM0569.Click photographs - Photos may exist for this station.
 QM0569
 QM0569.The dynamic height is computed by dividing the NAVD 88
 QM0569.geopotential number by the normal gravity value computed on the
 QM0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0569.degrees latitude (g = 980.6199 gals.).
 QM0569
 QM0569.The modeled gravity was interpolated from observed gravity values.
 QM0569
 QM0569;                    North         East    Units  Estimated Accuracy
 QM0569;SPC WI C     -   154,610.      717,100.      MT  (+/- 180 meters Scaled)
 QM0569
 QM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR815079(NAD 83)
 QM0569
 QM0569                          SUPERSEDED SURVEY CONTROL
 QM0569
 QM0569.No superseded survey control is available for this station.
 QM0569
 QM0569_MARKER: I = METAL ROD
 QM0569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0569_STAMPING: C 223 1985
 QM0569_MARK LOGO: NGS
 QM0569_PROJECTION: FLUSH
 QM0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0569_ROD/PIPE-DEPTH: 22.6 meters
 QM0569
 QM0569  HISTORY     - Date     Condition        Report By
 QM0569  HISTORY     - 1985     MONUMENTED       NGS
 QM0569  HISTORY     - 19940724 MARK NOT FOUND   USPSQD
 QM0569  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 QM0569  HISTORY     - 20051117 MARK NOT FOUND   WIDT
 QM0569
 QM0569                          STATION DESCRIPTION
 QM0569
 QM0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0569'46.1 KM (28.65 MI) SOUTH FROM LAONA.
 QM0569'46.1 KM (28.65 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 QM0569'WITH U.S. HIGHWAY 8 IN LAONA, OR 46.9 KM (29.15 MI) NORTHWESTERLY
 QM0569'ALONG STATE HIGHWAY 32 FROM ITS JUNCTION WITH STATE HIGHWAY 22 IN
 QM0569'GILLETT, 1.1 KM (0.7 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY
 QM0569'64, 39.6 M (129.9 FT) EAST OF THE CENTER OF THE HIGHWAY, AND 1.3 M
 QM0569'(4.3 FT) SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 QM0569'HAD THROUGH A 5-INCH LOGO CAP.
 QM0569'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 QM0569'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QM0569
 QM0569                          STATION RECOVERY (1994)
 QM0569
 QM0569'RECOVERY NOTE BY US POWER SQUADRON 1994
 QM0569'MARK NOT FOUND.
 QM0569
 QM0569                          STATION RECOVERY (1999)
 QM0569
 QM0569'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0569'MARK NOT FOUND.
 QM0569
 QM0569                          STATION RECOVERY (2005)
 QM0569
 QM0569'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0569'MARK NOT FOUND.   ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT BUT
 QM0569'NO EVIDENCE OF THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0440 ***********************************************************************
 QN0440  DESIGNATION -  C 224
 QN0440  PID         -  QN0440
 QN0440  STATE/COUNTY-  WI/RUSK
 QN0440  COUNTRY     -  US
 QN0440  USGS QUAD   -  LADYSMITH (2018)
 QN0440
 QN0440                         *CURRENT SURVEY CONTROL
 QN0440  ______________________________________________________________________
 QN0440* NAD 83(1986) POSITION- 45 28 27.71   (N) 091 02 02.90   (W)   HD_HELD1
 QN0440* NAVD 88 ORTHO HEIGHT -   372.479 (meters)     1222.04  (feet) ADJUSTED
 QN0440  ______________________________________________________________________
 QN0440  GEOID HEIGHT    -        -30.377 (meters)                     GEOID18
 QN0440  DYNAMIC HEIGHT  -        372.462 (meters)     1221.99  (feet) COMP
 QN0440  MODELED GRAVITY -    980,561.4   (mgal)                       NAVD 88
 QN0440
 QN0440  VERT ORDER      -  FIRST     CLASS II
 QN0440
 QN0440.The horizontal coordinates were determined by differentially corrected
 QN0440.hand held GPS observations or other comparable positioning techniques
 QN0440.and have an estimated accuracy of +/- 3 meters.
 QN0440
 QN0440.The orthometric height was determined by differential leveling and
 QN0440.adjusted by the NATIONAL GEODETIC SURVEY
 QN0440.in June 1991.
 QN0440
 QN0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0440.GEOID18 height accuracy estimate available here.
 QN0440
 QN0440.Click photographs - Photos may exist for this station.
 QN0440
 QN0440.The dynamic height is computed by dividing the NAVD 88
 QN0440.geopotential number by the normal gravity value computed on the
 QN0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0440.degrees latitude (g = 980.6199 gals.).
 QN0440
 QN0440.The modeled gravity was interpolated from observed gravity values.
 QN0440
 QN0440;                    North         East    Units  Estimated Accuracy
 QN0440;SPC WI C     -   182,871.2     519,139.6     MT  (+/- 3 meters HH1 GPS) 
 QN0440
 QN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5365537528(NAD 83)
 QN0440
 QN0440                          SUPERSEDED SURVEY CONTROL
 QN0440
 QN0440.No superseded survey control is available for this station.
 QN0440
 QN0440_MARKER: I = METAL ROD
 QN0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0440_STAMPING: C 224 1985
 QN0440_MARK LOGO: NGS
 QN0440_PROJECTION: FLUSH
 QN0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0440_ROD/PIPE-DEPTH: 12.2 meters
 QN0440
 QN0440  HISTORY     - Date     Condition        Report By
 QN0440  HISTORY     - 1985     MONUMENTED       NGS
 QN0440  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0440
 QN0440                          STATION DESCRIPTION
 QN0440
 QN0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0440'6.8 KM (4.2 MI) EAST FROM LADYSMITH.
 QN0440'6.8 KM (4.2 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0440'STATE HIGHWAY 27 IN LADYSMITH, 0.4 KM (0.25 MI) EAST OF A POWERLINE
 QN0440'CROSSING THE HIGHWAY, 17.8 M (58.4 FT) SOUTH OF THE CENTERLINE OF THE
 QN0440'HIGHWAY, 15.5 M (50.9 FT) NORTH OF THE NEAR RAIL OF THE SOO LINE
 QN0440'RAILROAD, AND 3.0 M (9.8 FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY
 QN0440'TO FARM HOUSE NUMBER 0-261. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 QN0440'A 5-INCH LOGO CAP.
 QN0440'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QN0440'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 QN0440
 QN0440                          STATION RECOVERY (2004)
 QN0440
 QN0440'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0440'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0415 ***********************************************************************
 QN0415  DESIGNATION -  C 225
 QN0415  PID         -  QN0415
 QN0415  STATE/COUNTY-  WI/PRICE
 QN0415  COUNTRY     -  US
 QN0415  USGS QUAD   -  PRENTICE (2018)
 QN0415
 QN0415                         *CURRENT SURVEY CONTROL
 QN0415  ______________________________________________________________________
 QN0415* NAD 83(1986) POSITION- 45 32 39.75   (N) 090 20 12.97   (W)   HD_HELD1
 QN0415* NAVD 88 ORTHO HEIGHT -   468.516 (meters)     1537.12  (feet) ADJUSTED
 QN0415  ______________________________________________________________________
 QN0415  GEOID HEIGHT    -        -30.590 (meters)                     GEOID18
 QN0415  DYNAMIC HEIGHT  -        468.497 (meters)     1537.06  (feet) COMP
 QN0415  MODELED GRAVITY -    980,558.4   (mgal)                       NAVD 88
 QN0415
 QN0415  VERT ORDER      -  SECOND    CLASS I
 QN0415
 QN0415.The horizontal coordinates were determined by differentially corrected
 QN0415.hand held GPS observations or other comparable positioning techniques
 QN0415.and have an estimated accuracy of +/- 3 meters.
 QN0415
 QN0415.The orthometric height was determined by differential leveling and
 QN0415.adjusted by the WI DEPT OF TRANSP
 QN0415.in May 2012.
 QN0415
 QN0415.No vertical observational check was made to the station.
 QN0415
 QN0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0415.GEOID18 height accuracy estimate available here.
 QN0415
 QN0415.Click photographs - Photos may exist for this station.
 QN0415
 QN0415.The dynamic height is computed by dividing the NAVD 88
 QN0415.geopotential number by the normal gravity value computed on the
 QN0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0415.degrees latitude (g = 980.6199 gals.).
 QN0415
 QN0415.The modeled gravity was interpolated from observed gravity values.
 QN0415
 QN0415;                    North         East    Units  Estimated Accuracy
 QN0415;SPC WI N     -    42,035.8     573,686.4     MT  (+/- 3 meters HH1 GPS) 
 QN0415
 QN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0789146876(NAD 83)
 QN0415
 QN0415                          SUPERSEDED SURVEY CONTROL
 QN0415
 QN0415  NAVD 88 (06/15/91)  468.510  (m)         1537.10   (f) SUPERSEDED  1 2
 QN0415
 QN0415.Superseded values are not recommended for survey control.
 QN0415
 QN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0415.See file dsdata.pdf to determine how the superseded data were derived.
 QN0415
 QN0415_MARKER: F = FLANGE-ENCASED ROD
 QN0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0415_STAMPING: C 225 1985
 QN0415_MARK LOGO: NGS
 QN0415_PROJECTION: FLUSH
 QN0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0415+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2010
 QN0415_ROD/PIPE-DEPTH: 6.1 meters
 QN0415
 QN0415  HISTORY     - Date     Condition        Report By
 QN0415  HISTORY     - 1985     MONUMENTED       NGS
 QN0415  HISTORY     - 20061220 GOOD             WIDT
 QN0415  HISTORY     - 20090805 GOOD             WIDT
 QN0415  HISTORY     - 20100629 GOOD             WIDT
 QN0415
 QN0415                          STATION DESCRIPTION
 QN0415
 QN0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0415'3.8 KM (2.35 MI) WEST FROM PRENTICE.
 QN0415'3.8 KM (2.35 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0415'COUNTY ROAD A IN PRENTICE, 25.6 M (84.0 FT) NORTH OF THE CENTERLINE OF
 QN0415'THE HIGHWAY, 11.1 M (36.4 FT) EAST OF THE CENTER OF A TRACK ROAD, AND
 QN0415'0.8 M (2.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 QN0415'HAD THROUGH A 5-INCH LOGO CAP.
 QN0415'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 QN0415'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0415
 QN0415                          STATION RECOVERY (2006)
 QN0415
 QN0415'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 QN0415'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 QN0415'OF US HIGHWAY 8 WITH STATE HIGHWAY 13 APPROXIMATELY 1.2 MILES WEST OF
 QN0415'THE VILLAGE OF PRENTICE, GO SOUTHWEST ON US HIGHWAY 8 FOR 0.8 MILE TO
 QN0415'MILLER ROAD LEFT, CONTINUE SOUTHWEST ON US HIGHWAY 8 FOR 0.28 MILE TO
 QN0415'THE STATION ON THE RIGHT.
 QN0415'---ADD--- THE STATION IS 18.0 M EAST OF A POWER POLE, 11.1 M EAST OF
 QN0415'PRIVATE ENTRANCE --W5820--, AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0
 QN0415'M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 QN0415'---NOTE1--- THE UTILITY POLE IN THE 1985 DESCRIPTION IS NO LONGER
 QN0415'PRESENT.  ---NOTE2--- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES
 QN0415'IN THE NORTH AND SOUTH QUADRANTS EXTENDING TO 80 DEGREES ABOVE THE
 QN0415'HORIZON.
 QN0415
 QN0415                          STATION RECOVERY (2009)
 QN0415
 QN0415'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 QN0415'RECOVERED AS DESCRIBED.
 QN0415
 QN0415                          STATION RECOVERY (2010)
 QN0415
 QN0415'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 QN0415'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0521 ***********************************************************************
 QM0521  DESIGNATION -  C 226
 QM0521  PID         -  QM0521
 QM0521  STATE/COUNTY-  WI/ONEIDA
 QM0521  COUNTRY     -  US
 QM0521  USGS QUAD   -  GEORGE LAKE (2018)
 QM0521
 QM0521                         *CURRENT SURVEY CONTROL
 QM0521  ______________________________________________________________________
 QM0521* NAD 83(1986) POSITION- 45 35 14.     (N) 089 15 32.     (W)   SCALED
 QM0521* NAVD 88 ORTHO HEIGHT -   490.181 (meters)     1608.20  (feet) ADJUSTED
 QM0521  ______________________________________________________________________
 QM0521  GEOID HEIGHT    -        -32.591 (meters)                     GEOID18
 QM0521  DYNAMIC HEIGHT  -        490.150 (meters)     1608.10  (feet) COMP
 QM0521  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 QM0521
 QM0521  VERT ORDER      -  FIRST     CLASS II
 QM0521
 QM0521.The horizontal coordinates were scaled from a map and have
 QM0521.an estimated accuracy of +/- 6 seconds.
 QM0521
 QM0521.The orthometric height was determined by differential leveling and
 QM0521.adjusted by the NATIONAL GEODETIC SURVEY
 QM0521.in June 1991.
 QM0521
 QM0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0521.GEOID18 height accuracy estimate available here.
 QM0521
 QM0521.Click photographs - Photos may exist for this station.
 QM0521
 QM0521.The dynamic height is computed by dividing the NAVD 88
 QM0521.geopotential number by the normal gravity value computed on the
 QM0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0521.degrees latitude (g = 980.6199 gals.).
 QM0521
 QM0521.The modeled gravity was interpolated from observed gravity values.
 QM0521
 QM0521;                    North         East    Units  Estimated Accuracy
 QM0521;SPC WI N     -    47,010.      657,830.      MT  (+/- 180 meters Scaled)
 QM0521
 QM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR237506(NAD 83)
 QM0521
 QM0521                          SUPERSEDED SURVEY CONTROL
 QM0521
 QM0521  NAVD 88 (03/19/14)  490.213  (m)         1608.31   (f) SUPERSEDED  2 1
 QM0521
 QM0521.Superseded values are not recommended for survey control.
 QM0521
 QM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0521.See file dsdata.pdf to determine how the superseded data were derived.
 QM0521
 QM0521_MARKER: F = FLANGE-ENCASED ROD
 QM0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0521_STAMPING: C 226 1985
 QM0521_MARK LOGO: NGS
 QM0521_PROJECTION: FLUSH
 QM0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0521+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2013
 QM0521_ROD/PIPE-DEPTH: 4.9 meters
 QM0521
 QM0521  HISTORY     - Date     Condition        Report By
 QM0521  HISTORY     - 1985     MONUMENTED       NGS
 QM0521  HISTORY     - 20030711 GOOD             USPSQD
 QM0521  HISTORY     - 20051003 GOOD             WIDT
 QM0521  HISTORY     - 20130729 GOOD             WIDT
 QM0521
 QM0521                          STATION DESCRIPTION
 QM0521
 QM0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0521'14.4 KM (8.95 MI) EAST FROM RHINELANDER.
 QM0521'14.4 KM (8.95 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0521'ONEIDA AVENUE IN RHINELANDER, 33.8 M (110.9 FT) NORTH OF THE
 QM0521'CENTERLINE OF THE HIGHWAY, 30.4 M (99.7 FT) EAST OF BENCH MARK 24 SAN
 QM0521'USGS, 13.8 M (45.3 FT) EAST OF THE CENTER OF HAYMEADOW ROAD, 9.5 M
 QM0521'(31.2 FT) SOUTH OF THE CENTER OF AN OLD ROAD BED, AND 1.1 M (3.6 FT)
 QM0521'EAST OF UTILITY POLE NUMBER 3610 21L12 15A.  NOTE--ACCESS TO DATUM
 QM0521'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0521'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 QM0521'THE MARK IS 0.3 M BELOW HAYMEADOW ROAD.
 QM0521
 QM0521                          STATION RECOVERY (2003)
 QM0521
 QM0521'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0521'RECOVERED IN GOOD CONDITION.  NOTE-- HAY MEADOW ROAD JUNCTIONS WITH
 QM0521'HIGHWAY 8 IN TWO PLACES.  THE STATION IS NEAR THE EASTERN BRANCH OF
 QM0521'HAY MEADOW ROAD.  THERE IS NO WITNESS POST PRESENT.
 QM0521
 QM0521                          STATION RECOVERY (2005)
 QM0521
 QM0521'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0521'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 1.0 M NORTH OF AN
 QM0521'ORANGE FIBERGLASS WITNESS POST.
 QM0521
 QM0521                          STATION RECOVERY (2013)
 QM0521
 QM0521'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QM0521'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS LOCATED
 QM0521'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 QM0521'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0553 ***********************************************************************
 QM0553  DESIGNATION -  C 227
 QM0553  PID         -  QM0553
 QM0553  STATE/COUNTY-  WI/FOREST
 QM0553  COUNTRY     -  US
 QM0553  USGS QUAD   -  LAONA (2018)
 QM0553
 QM0553                         *CURRENT SURVEY CONTROL
 QM0553  ______________________________________________________________________
 QM0553* NAD 83(1986) POSITION- 45 31 05.7    (N) 088 40 30.7    (W)   HD_HELD2
 QM0553* NAVD 88 ORTHO HEIGHT -   487.570 (meters)     1599.64  (feet) ADJUSTED
 QM0553  ______________________________________________________________________
 QM0553  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 QM0553  DYNAMIC HEIGHT  -        487.526 (meters)     1599.49  (feet) COMP
 QM0553  MODELED GRAVITY -    980,510.0   (mgal)                       NAVD 88
 QM0553
 QM0553  VERT ORDER      -  FIRST     CLASS II
 QM0553
 QM0553.The horizontal coordinates were established by autonomous hand held GPS
 QM0553.observations and have an estimated accuracy of +/- 10 meters.
 QM0553
 QM0553.The orthometric height was determined by differential leveling and
 QM0553.adjusted by the NATIONAL GEODETIC SURVEY
 QM0553.in June 1991.
 QM0553
 QM0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0553.GEOID18 height accuracy estimate available here.
 QM0553
 QM0553.Click photographs - Photos may exist for this station.
 QM0553
 QM0553.The dynamic height is computed by dividing the NAVD 88
 QM0553.geopotential number by the normal gravity value computed on the
 QM0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0553.degrees latitude (g = 980.6199 gals.).
 QM0553
 QM0553.The modeled gravity was interpolated from observed gravity values.
 QM0553
 QM0553;                    North         East    Units  Estimated Accuracy
 QM0553;SPC WI N     -    39,940.      703,507.      MT  (+/- 10 meters HH2 GPS)
 QM0553
 QM0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6916541888(NAD 83)
 QM0553
 QM0553                          SUPERSEDED SURVEY CONTROL
 QM0553
 QM0553.No superseded survey control is available for this station.
 QM0553
 QM0553_MARKER: F = FLANGE-ENCASED ROD
 QM0553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0553_STAMPING: C 227 1985
 QM0553_MARK LOGO: NGS
 QM0553_PROJECTION: FLUSH
 QM0553_MAGNETIC: I = MARKER IS A STEEL ROD
 QM0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0553+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2014
 QM0553_ROD/PIPE-DEPTH: 10.7 meters
 QM0553
 QM0553  HISTORY     - Date     Condition        Report By
 QM0553  HISTORY     - 1985     MONUMENTED       NGS
 QM0553  HISTORY     - 20021210 GOOD             USPSQD
 QM0553  HISTORY     - 20040325 GOOD             USPSQD
 QM0553  HISTORY     - 20051116 GOOD             WIDT
 QM0553  HISTORY     - 20140827 GOOD             WIDT
 QM0553
 QM0553                          STATION DESCRIPTION
 QM0553
 QM0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0553'4.5 KM (2.8 MI) SOUTH FROM LAONA.
 QM0553'4.5 KM (2.8 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 QM0553'WITH U.S. HIGHWAY 8 IN LAONA, 0.2 KM (0.1 MI) NORTH OF THE
 QM0553'INTERSECTION OF COUNTY ROAD T, 30.5 M (100.1 FT) EAST OF THE CENTER OF
 QM0553'THE HIGHWAY, 19.0 M (62.3 FT) EAST OF THE SOUTH END OF AN 18-INCH PIPE
 QM0553'CULVERT, AND 11.3 M (37.1 FT) SOUTH OF THE CENTER OF A PRIVATE ROAD.
 QM0553'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0553'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 QM0553'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QM0553
 QM0553                          STATION RECOVERY (2002)
 QM0553
 QM0553'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0553'RECOVERED IN GOOD CONDITION.  ADD-- THE PRIVATE
 QM0553'ROAD IS TO G AND R TRUCK REPAIR AT ADDRESS 3994.
 QM0553'THE MARK IS 18.6 FEET NORTH-NORTHEAST OF AN ORANGE
 QM0553'OVER WHITE FIBER OPTIC POST, AND 0.6 INCHES NORTH OF
 QM0553'A WITNESS POST.
 QM0553
 QM0553                          STATION RECOVERY (2004)
 QM0553
 QM0553'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0553'RECOVERED IN GOOD CONDITION.
 QM0553
 QM0553                          STATION RECOVERY (2005)
 QM0553
 QM0553'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0553'RECOVERED IN GOOD CONDITION.   ADD THE STATION IS 15 CM (NOT 0.6
 QM0553'INCHES) NORTH OF AN ORANGE FIBERGLASS WITNESS POST
 QM0553
 QM0553                          STATION RECOVERY (2014)
 QM0553
 QM0553'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0553'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0279 ***********************************************************************
 PN0279  DESIGNATION -  C 23
 PN0279  PID         -  PN0279
 PN0279  STATE/COUNTY-  WI/OUTAGAMIE
 PN0279  COUNTRY     -  US
 PN0279  USGS QUAD   -  BEAR CREEK (2018)
 PN0279
 PN0279                         *CURRENT SURVEY CONTROL
 PN0279  ______________________________________________________________________
 PN0279* NAD 83(1986) POSITION- 44 31 53.30   (N) 088 43 34.03   (W)   HD_HELD1
 PN0279* NAVD 88 ORTHO HEIGHT -   249.086 (meters)      817.21  (feet) ADJUSTED
 PN0279  ______________________________________________________________________
 PN0279  GEOID HEIGHT    -        -36.406 (meters)                     GEOID18
 PN0279  DYNAMIC HEIGHT  -        249.048 (meters)      817.09  (feet) COMP
 PN0279  MODELED GRAVITY -    980,459.8   (mgal)                       NAVD 88
 PN0279
 PN0279  VERT ORDER      -  SECOND    CLASS 0
 PN0279
 PN0279.The horizontal coordinates were determined by differentially corrected
 PN0279.hand held GPS observations or other comparable positioning techniques
 PN0279.and have an estimated accuracy of +/- 3 meters.
 PN0279
 PN0279.The orthometric height was determined by differential leveling and
 PN0279.adjusted by the NATIONAL GEODETIC SURVEY
 PN0279.in June 1991.
 PN0279
 PN0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0279.GEOID18 height accuracy estimate available here.
 PN0279
 PN0279.Click photographs - Photos may exist for this station.
 PN0279
 PN0279.The dynamic height is computed by dividing the NAVD 88
 PN0279.geopotential number by the normal gravity value computed on the
 PN0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0279.degrees latitude (g = 980.6199 gals.).
 PN0279
 PN0279.The modeled gravity was interpolated from observed gravity values.
 PN0279
 PN0279;                    North         East    Units  Estimated Accuracy
 PN0279;SPC WI C     -    78,370.0     701,248.3     MT  (+/- 3 meters HH1 GPS) 
 PN0279
 PN0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6285032354(NAD 83)
 PN0279
 PN0279                          SUPERSEDED SURVEY CONTROL
 PN0279
 PN0279  NGVD 29 (??/??/92)  249.113  (m)          817.30   (f) ADJ UNCH    2 0
 PN0279
 PN0279.Superseded values are not recommended for survey control.
 PN0279
 PN0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0279.See file dsdata.pdf to determine how the superseded data were derived.
 PN0279
 PN0279_MARKER: DB = BENCH MARK DISK
 PN0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0279_STAMPING: C 23 1934
 PN0279_MARK LOGO: CGS
 PN0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0279+STABILITY: SURFACE MOTION
 PN0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0279+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2002
 PN0279
 PN0279  HISTORY     - Date     Condition        Report By
 PN0279  HISTORY     - 1934     MONUMENTED       CGS
 PN0279  HISTORY     - 1968     GOOD             USGS
 PN0279  HISTORY     - 1968     GOOD             CGS
 PN0279  HISTORY     - 20020705 GOOD             GEOCAC
 PN0279
 PN0279                          STATION DESCRIPTION
 PN0279
 PN0279'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PN0279'AT BEAR CREEK.
 PN0279'AT BEAR CREEK, ON THE C AND NW RR, 34 FT N. OF, 58 FT E. OF AND
 PN0279'0.8 FT LOWER THAN A RD. X-ING, 7.7 FT N. OF THE SW COR. OF A
 PN0279'CYCLONE FE. AROUND THE WIS. MICH. POWER CO. SUBSTATION, IN
 PN0279'CONC. POST, STD. TABLET, STAMPED C 23 1934.
 PN0279
 PN0279                          STATION RECOVERY (1968)
 PN0279
 PN0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 PN0279'RECOVERED IN GOOD CONDITION.
 PN0279
 PN0279                          STATION RECOVERY (2002)
 PN0279
 PN0279'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 PN0279'RR GRADE HAS BEEN ABANDONED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0466 ***********************************************************************
 PO0466  DESIGNATION -  C 230
 PO0466  PID         -  PO0466
 PO0466  STATE/COUNTY-  WI/MONROE
 PO0466  COUNTRY     -  US
 PO0466  USGS QUAD   -  ALDERWOOD LAKE (2018)
 PO0466
 PO0466                         *CURRENT SURVEY CONTROL
 PO0466  ______________________________________________________________________
 PO0466* NAD 83(1986) POSITION- 44 00 28.29   (N) 090 37 45.60   (W)   HD_HELD1
 PO0466* NAVD 88 ORTHO HEIGHT -   283.808 (meters)      931.13  (feet) ADJUSTED
 PO0466  ______________________________________________________________________
 PO0466  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 PO0466  DYNAMIC HEIGHT  -        283.750 (meters)      930.94  (feet) COMP
 PO0466  MODELED GRAVITY -    980,407.7   (mgal)                       NAVD 88
 PO0466
 PO0466  VERT ORDER      -  SECOND    CLASS I
 PO0466
 PO0466.The horizontal coordinates were determined by differentially corrected
 PO0466.hand held GPS observations or other comparable positioning techniques
 PO0466.and have an estimated accuracy of +/- 3 meters.
 PO0466
 PO0466.The orthometric height was determined by differential leveling and
 PO0466.adjusted by the WI DEPT OF TRANSP
 PO0466.in May 2012.
 PO0466
 PO0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0466.GEOID18 height accuracy estimate available here.
 PO0466
 PO0466.Click photographs - Photos may exist for this station.
 PO0466
 PO0466.The dynamic height is computed by dividing the NAVD 88
 PO0466.geopotential number by the normal gravity value computed on the
 PO0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0466.degrees latitude (g = 980.6199 gals.).
 PO0466
 PO0466.The modeled gravity was interpolated from observed gravity values.
 PO0466
 PO0466;                    North         East    Units  Estimated Accuracy
 PO0466;SPC WI S     -   223,250.7     549,531.3     MT  (+/- 3 meters HH1 GPS) 
 PO0466
 PO0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9004275477(NAD 83)
 PO0466
 PO0466                          SUPERSEDED SURVEY CONTROL
 PO0466
 PO0466  NAVD 88 (04/20/07)  283.796  (m)          931.09   (f) SUPERSEDED  2 1
 PO0466  NAVD 88 (06/15/91)  283.786  (m)          931.05   (f) SUPERSEDED  1 2
 PO0466
 PO0466.Superseded values are not recommended for survey control.
 PO0466
 PO0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0466.See file dsdata.pdf to determine how the superseded data were derived.
 PO0466
 PO0466_MARKER: F = FLANGE-ENCASED ROD
 PO0466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0466_STAMPING: C 230 1985
 PO0466_MARK LOGO: NGS
 PO0466_PROJECTION: FLUSH
 PO0466_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0466+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2010
 PO0466_ROD/PIPE-DEPTH: 26.8 meters
 PO0466
 PO0466  HISTORY     - Date     Condition        Report By
 PO0466  HISTORY     - 1985     MONUMENTED       NGS
 PO0466  HISTORY     - 20021009 GOOD             WIDT
 PO0466  HISTORY     - 20030519 GOOD             USPSQD
 PO0466  HISTORY     - 20100908 GOOD             WIDT
 PO0466
 PO0466                          STATION DESCRIPTION
 PO0466
 PO0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0466'18.9 KM (11.75 MI) EAST FROM SPARTA.
 PO0466'18.9 KM (11.75 MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 PO0466'WITH STATE HIGHWAY 16 IN SPARTA, 0.6 KM (0.35 MI) WEST OF THE
 PO0466'INTERSECTION OF BUCKLEY AVENUE, 22.4 M (73.5 FT) NORTH OF THE
 PO0466'CENTERLINE OF THE HIGHWAY, 13.7 M (44.9 FT) WEST OF THE CENTER OF A
 PO0466'TRACK ROAD LEADING NORTH, AND 9.5 M (31.2 FT) NORTHEAST OF A UTILITY
 PO0466'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PO0466'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 PO0466'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PO0466
 PO0466                          STATION RECOVERY (2002)
 PO0466
 PO0466'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 PO0466'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PO0466'STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH COUNTY HIGHWAY BB
 PO0466'ABOUT 6 MI (9.66 KM) NORTHEAST OF THE CITY OF SPARTA, GO NORTHEAST
 PO0466'THEN EAST ON STATE HIGHWAY 21 FOR 4.7 MI (7.56 KM) TO THE STATION ON
 PO0466'THE LEFT.  THE STATION IS A NATIONAL GEODETIC SURVEY STEEL ROD WITH
 PO0466'LOGO CAP VERTICAL CONTROL STATION ABOUT LEVEL WITH THE HIGHWAY
 PO0466'PAVEMENT.  THE STATION IS 22.3 M (73.2 FT) NORTH OF THE CENTERLINE OF
 PO0466'STATE HIGHWAY 21, 14 M (45.9 FT) WEST OF PRIVATE ENTRANCE --18224--,
 PO0466'9.3 M (30.5 FT) NORTHEAST OF A POWER POLE, 0.3 M (1.0 FT) SOUTH OF A
 PO0466'BARBED WIRE FENCE.  0.5 M (1.6 FT) SOUTHWEST OF THE SECOND METAL POST
 PO0466'WEST OF PRIVATE ENTRANCE --18224-- AND 0.3 M (1.0 FT) SOUTH OF AN
 PO0466'ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION IS NOT
 PO0466'SUITABLE FOR GPS OBSERVATION DUE TO TREES OVERHEAD.
 PO0466
 PO0466                          STATION RECOVERY (2003)
 PO0466
 PO0466'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PO0466'RECOVERED IN GOOD CONDITION.  NOTE-- THE UTILITY POLE HAS 1 GUY WIRE.
 PO0466'THE STATION IS 1 FOOT SOUTH OF A FENCE AND 1 FOOT SOUTH OF AN ORANGE
 PO0466'WITNESS POST.  TREES TO THE NORTH OBSTRUCT SATELLITE OBSERVATIONS.
 PO0466
 PO0466                          STATION RECOVERY (2010)
 PO0466
 PO0466'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PO0466'RECOVEREDIN GOOD CONDITION.  ADD---THE STATION IS 0.9 M EAST OF A
 PO0466'WHITE PLASTIC WITNESS POST AND 0.3 M SOUTH OF AN ORANGE FIBERGLASS
 PO0466'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0723 ***********************************************************************
 ON0723  DESIGNATION -  C 231
 ON0723  PID         -  ON0723
 ON0723  STATE/COUNTY-  WI/LA CROSSE
 ON0723  COUNTRY     -  US
 ON0723  USGS QUAD   -  BANGOR (2018)
 ON0723
 ON0723                         *CURRENT SURVEY CONTROL
 ON0723  ______________________________________________________________________
 ON0723* NAD 83(1986) POSITION- 43 53 10.4    (N) 090 59 32.2    (W)   HD_HELD2
 ON0723* NAVD 88 ORTHO HEIGHT -   247.785 (meters)      812.94  (feet) ADJUSTED
 ON0723  ______________________________________________________________________
 ON0723  GEOID HEIGHT    -        -32.560 (meters)                     GEOID18
 ON0723  DYNAMIC HEIGHT  -        247.739 (meters)      812.79  (feet) COMP
 ON0723  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 ON0723
 ON0723  VERT ORDER      -  SECOND    CLASS I
 ON0723
 ON0723.The horizontal coordinates were established by autonomous hand held GPS
 ON0723.observations and have an estimated accuracy of +/- 10 meters.
 ON0723
 ON0723.The orthometric height was determined by differential leveling and
 ON0723.adjusted by the WI DEPT OF TRANSP
 ON0723.in May 2012.
 ON0723
 ON0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0723.GEOID18 height accuracy estimate available here.
 ON0723
 ON0723.Click photographs - Photos may exist for this station.
 ON0723
 ON0723.The dynamic height is computed by dividing the NAVD 88
 ON0723.geopotential number by the normal gravity value computed on the
 ON0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0723.degrees latitude (g = 980.6199 gals.).
 ON0723
 ON0723.The modeled gravity was interpolated from observed gravity values.
 ON0723
 ON0723;                    North         East    Units  Estimated Accuracy
 ON0723;SPC WI S     -   210,020.      520,266.      MT  (+/- 10 meters HH2 GPS)
 ON0723
 ON0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6127561195(NAD 83)
 ON0723
 ON0723                          SUPERSEDED SURVEY CONTROL
 ON0723
 ON0723  NAVD 88 (04/20/07)  247.776  (m)          812.91   (f) SUPERSEDED  2 1
 ON0723  NAVD 88 (06/15/91)  247.768  (m)          812.89   (f) SUPERSEDED  1 2
 ON0723
 ON0723.Superseded values are not recommended for survey control.
 ON0723
 ON0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0723.See file dsdata.pdf to determine how the superseded data were derived.
 ON0723
 ON0723_MARKER: DV = VERTICAL CONTROL DISK
 ON0723_SETTING: 66 = SET IN ROCK OUTCROP
 ON0723_STAMPING: C 231 1985
 ON0723_MARK LOGO: NGS
 ON0723_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON0723+STABILITY: POSITION/ELEVATION WELL
 ON0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0723+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 ON0723
 ON0723  HISTORY     - Date     Condition        Report By
 ON0723  HISTORY     - 1985     MONUMENTED       NGS
 ON0723  HISTORY     - 20030520 GOOD             USPSQD
 ON0723  HISTORY     - 20041008 GOOD             WIDT
 ON0723  HISTORY     - 20100823 GOOD             WIDT
 ON0723
 ON0723                          STATION DESCRIPTION
 ON0723
 ON0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0723'17.2 KM (10.7 MI) WEST FROM SPARTA.
 ON0723'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH
 ON0723'STATE HIGHWAY 21 IN SPARTA, THENCE 2.1 KM (1.3 MI) SOUTHERLY ALONG
 ON0723'STATE HIGHWAY 27, THENCE 14.3 KM (8.9 MI) WESTERLY ALONG INTERSTATE
 ON0723'HIGHWAY 90, NEAR THE WESTERN END OF A 100- BY 521-FOOT EXPOSED AREA OF
 ON0723'BEDROCK IN A HIGHWAY CUT, 103.0 M (337.9 FT) EAST OF THE WEST END OF
 ON0723'THE CUT, 19.9 M (65.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 ON0723'LANES OF THE HIGHWAY, AND 8.6 M (28.2 FT) EAST OF THE WEST END OF THE
 ON0723'CUT.
 ON0723'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 ON0723'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ON0723
 ON0723                          STATION RECOVERY (2003)
 ON0723
 ON0723'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0723'RECOVERED IN GOOD CONDITION.  A TREE TO THE NORTH MAY OBSTRUCT
 ON0723'SATELLITE OBSERVATIONS.
 ON0723
 ON0723                          STATION RECOVERY (2004)
 ON0723
 ON0723'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0723'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0723'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH STATE HIGHWAY
 ON0723'162 ABOUT 1 MI (1.61 KM) SOUTHWEST OF BANGOR, GO EAST ON INTERSTATE
 ON0723'HIGHWAY 90 FOR 0.4 MI (0.64 KM) TO A ROCK OUTCROP AND THE STATION ON
 ON0723'THE LEFT.  THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY VERTICAL
 ON0723'CONTROL DISK SET IN THE WESTERN END OF A ROCK OUTCROP ABOUT 1 M (3.3
 ON0723'FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 19.8 M (65.0 FT) NORTH
 ON0723'OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY 90, 9 M
 ON0723'(29.5 FT) EAST OF THE END OF THE ROCK OUTCROP AND 0.4 M (1.3 FT) WEST
 ON0723'OF AN ORANGE FIBERGLASS WITNESS POST.---NOTE---THIS STATION HAS NO
 ON0723'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 ON0723'HORIZON EXCEPT FOR A HILLSIDE TO THE NORTHEAST THAT EXTENDS TO 40
 ON0723'DEGREES ABOVE THE HORIZON.
 ON0723
 ON0723                          STATION RECOVERY (2010)
 ON0723
 ON0723'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0502 ***********************************************************************
 PO0502  DESIGNATION -  C 232
 PO0502  PID         -  PO0502
 PO0502  STATE/COUNTY-  WI/WOOD
 PO0502  COUNTRY     -  US
 PO0502  USGS QUAD   -  BABCOCK (2018)
 PO0502
 PO0502                         *CURRENT SURVEY CONTROL
 PO0502  ______________________________________________________________________
 PO0502* NAD 83(1986) POSITION- 44 18 26.28   (N) 090 06 39.41   (W)   HD_HELD1
 PO0502* NAVD 88 ORTHO HEIGHT -   297.193 (meters)      975.04  (feet) ADJUSTED
 PO0502  ______________________________________________________________________
 PO0502  GEOID HEIGHT    -        -34.745 (meters)                     GEOID18
 PO0502  DYNAMIC HEIGHT  -        297.139 (meters)      974.86  (feet) COMP
 PO0502  MODELED GRAVITY -    980,428.9   (mgal)                       NAVD 88
 PO0502
 PO0502  VERT ORDER      -  SECOND    CLASS I
 PO0502
 PO0502.The horizontal coordinates were determined by differentially corrected
 PO0502.hand held GPS observations or other comparable positioning techniques
 PO0502.and have an estimated accuracy of +/- 3 meters.
 PO0502
 PO0502.The orthometric height was determined by differential leveling and
 PO0502.adjusted by the WI DEPT OF TRANSP
 PO0502.in May 2012.
 PO0502
 PO0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0502.GEOID18 height accuracy estimate available here.
 PO0502
 PO0502.Click photographs - Photos may exist for this station.
 PO0502
 PO0502.The dynamic height is computed by dividing the NAVD 88
 PO0502.geopotential number by the normal gravity value computed on the
 PO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0502.degrees latitude (g = 980.6199 gals.).
 PO0502
 PO0502.The modeled gravity was interpolated from observed gravity values.
 PO0502
 PO0502;                    North         East    Units  Estimated Accuracy
 PO0502;SPC WI C     -    52,672.4     591,147.5     MT  (+/- 3 meters HH1 GPS) 
 PO0502
 PO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3043010064(NAD 83)
 PO0502
 PO0502                          SUPERSEDED SURVEY CONTROL
 PO0502
 PO0502  NAVD 88 (04/20/07)  297.179  (m)          974.99   (f) SUPERSEDED  2 1
 PO0502  NAVD 88 (06/15/91)  297.190  (m)          975.03   (f) SUPERSEDED  1 2
 PO0502
 PO0502.Superseded values are not recommended for survey control.
 PO0502
 PO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0502.See file dsdata.pdf to determine how the superseded data were derived.
 PO0502
 PO0502_MARKER: F = FLANGE-ENCASED ROD
 PO0502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0502_STAMPING: C 232 1985
 PO0502_MARK LOGO: NGS
 PO0502_PROJECTION: FLUSH
 PO0502_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0502+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2010
 PO0502_ROD/PIPE-DEPTH: 10.8 meters
 PO0502
 PO0502  HISTORY     - Date     Condition        Report By
 PO0502  HISTORY     - 1985     MONUMENTED       NGS
 PO0502  HISTORY     - 19940430 GOOD             USPSQD
 PO0502  HISTORY     - 19970815 GOOD             NGS
 PO0502  HISTORY     - 2004     GOOD             WIDT
 PO0502  HISTORY     - 20060427 GOOD             JCLS
 PO0502  HISTORY     - 20060707 GOOD             WIDT
 PO0502  HISTORY     - 20100921 GOOD             WIDT
 PO0502
 PO0502                          STATION DESCRIPTION
 PO0502
 PO0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0502'IN BABCOCK.
 PO0502'IN BABCOCK, AT THE INTERSECTION OF MAIN STREET (STATE HIGHWAY 80) AND
 PO0502'SAWYER AVENUE, 21.9 M (71.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PO0502'STREET, AND 16.5 M (54.1 FT) NORTH OF THE CENTER OF THE AVENUE.
 PO0502'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PO0502'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 PO0502'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 PO0502
 PO0502                          STATION RECOVERY (1994)
 PO0502
 PO0502'RECOVERY NOTE BY US POWER SQUADRON 1994
 PO0502'RECOVERED IN GOOD CONDITION.
 PO0502
 PO0502                          STATION RECOVERY (1997)
 PO0502
 PO0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0502'RECOVERED AS DESCRIBED.
 PO0502
 PO0502                          STATION RECOVERY (2004)
 PO0502
 PO0502'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 IN BABCOCK. IN BABCOCK, AT
 PO0502'THE INTERSECTION OF MAIN STREET (STATE HIGHWAY 80) AND SAWYER AVENUE,
 PO0502'21.9 M (71.9 FT) SOUTHWEST OF THE CENTERLINE OF THE STREET, AND 16.5 M
 PO0502'(54.1 FT) NORTH OF THE CENTER OF THE AVENUE. NOTE--ACCESS TO DATUM
 PO0502'POINT IS HAD THROUGH A 5-INCH (13 CM) LOGO CAP. THE MARK IS 0.3 M (1.0
 PO0502'FT) EAST FROM A WITNESS POST AND FENCE THE MARK IS ABOVE LEVEL WITH
 PO0502'THE AVENUE.
 PO0502'
 PO0502'RECOVERY NOTE BY US POWER SQUADRON 1994 RECOVERED IN GOOD CONDITION.
 PO0502'
 PO0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) RECOVERED AS
 PO0502'DESCRIBED.
 PO0502'
 PO0502'RECOVERED AS DESCRIBED.
 PO0502
 PO0502                          STATION RECOVERY (2006)
 PO0502
 PO0502'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 PO0502'RECOVERED IN GOOD CONDITION.
 PO0502
 PO0502                          STATION RECOVERY (2006)
 PO0502
 PO0502'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0502'RECOVERED IN GOOD CONDITION.
 PO0502
 PO0502                          STATION RECOVERY (2010)
 PO0502
 PO0502'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PO0502'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 3.5 M NORTHEAST OF
 PO0502'THE SOUTH POST OF A --SEMI AND RV PARKING-- SIGN AND 3.5 M NORTHEAST
 PO0502'OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB7543 ***********************************************************************
 AB7543  DESIGNATION -  C 235
 AB7543  PID         -  AB7543
 AB7543  STATE/COUNTY-  WI/DOUGLAS
 AB7543  COUNTRY     -  US
 AB7543  USGS QUAD   -  PARKLAND (2018)
 AB7543
 AB7543                         *CURRENT SURVEY CONTROL
 AB7543  ______________________________________________________________________
 AB7543* NAD 83(1986) POSITION- 46 40 23.4    (N) 091 58 24.4    (W)   HD_HELD2
 AB7543* NAVD 88 ORTHO HEIGHT -   197.772 (meters)      648.86  (feet) ADJUSTED
 AB7543  ______________________________________________________________________
 AB7543  GEOID HEIGHT    -        -28.273 (meters)                     GEOID18
 AB7543  DYNAMIC HEIGHT  -        197.795 (meters)      648.93  (feet) COMP
 AB7543  MODELED GRAVITY -    980,724.0   (mgal)                       NAVD 88
 AB7543
 AB7543  VERT ORDER      -  FIRST     CLASS II
 AB7543
 AB7543.The horizontal coordinates were established by autonomous hand held GPS
 AB7543.observations and have an estimated accuracy of +/- 10 meters.
 AB7543
 AB7543.The orthometric height was determined by differential leveling and
 AB7543.adjusted by the NATIONAL GEODETIC SURVEY
 AB7543.in July 2002.
 AB7543
 AB7543.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7543.GEOID18 height accuracy estimate available here.
 AB7543
 AB7543.Click photographs - Photos may exist for this station.
 AB7543
 AB7543.The dynamic height is computed by dividing the NAVD 88
 AB7543.geopotential number by the normal gravity value computed on the
 AB7543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7543.degrees latitude (g = 980.6199 gals.).
 AB7543
 AB7543.The modeled gravity was interpolated from observed gravity values.
 AB7543
 AB7543;                    North         East    Units  Estimated Accuracy
 AB7543;SPC WI N     -   169,320.      449,013.      MT  (+/- 10 meters HH2 GPS)
 AB7543
 AB7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7851869357(NAD 83)
 AB7543
 AB7543                          SUPERSEDED SURVEY CONTROL
 AB7543
 AB7543  NAVD 88 (07/25/13)  197.775  (m)          648.87   (f) SUPERSEDED  2 1
 AB7543
 AB7543.Superseded values are not recommended for survey control.
 AB7543
 AB7543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7543.See file dsdata.pdf to determine how the superseded data were derived.
 AB7543
 AB7543_MARKER: F = FLANGE-ENCASED ROD
 AB7543_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7543_STAMPING: C 235 1996
 AB7543_MARK LOGO: NGS
 AB7543_PROJECTION: FLUSH
 AB7543_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB7543+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 AB7543_ROD/PIPE-DEPTH: 7.5 meters
 AB7543_SLEEVE-DEPTH  : 0.9 meters
 AB7543
 AB7543  HISTORY     - Date     Condition        Report By
 AB7543  HISTORY     - 1996     MONUMENTED       NGS
 AB7543  HISTORY     - 20120725 GOOD             GEOCAC
 AB7543  HISTORY     - 20120731 GOOD             WIDT
 AB7543
 AB7543                          STATION DESCRIPTION
 AB7543
 AB7543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7543'1.6 KM (1.00 MI) EASTERLY ALONG BELKNAP STREET AND THEN LENROOT
 AB7543'HIGHWAY FROM THE POST OFFICE IN SUPERIOR, THENCE 7.7 KM (4.80 MI)
 AB7543'SOUTHERLY ALONG U.S. HIGHWAY 53, THENCE 2.3 KM (1.40 MI) EASTERLY
 AB7543'ALONG COUNTY ROAD E, 44.0 M (144.4 FT) NORTH OF THE ROAD CENTERLINE,
 AB7543'9.8 M (32.2 FT) EAST OF THE CENTERLINE OF A PAVED ROAD LEADING TO
 AB7543'WISCONSIN POINT, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M
 AB7543'(1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AB7543'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB7543'SPECIFICATIONS FOR A CLASS A MARK.
 AB7543
 AB7543                          STATION RECOVERY (2012)
 AB7543
 AB7543'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 AB7543'RECOVERED IN GOOD CONDITION.
 AB7543
 AB7543                          STATION RECOVERY (2012)
 AB7543
 AB7543'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 AB7543'THE STATION IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 AB7543'WHITE PLASTIC WITNESS POSTS.
 AB7543'
 AB7543'NOTE-THE PREVIOUSLY REFERENCED COUNTY ROAD E IS NOW CALLED MOCCASIN
 AB7543'MIKE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0396 ***********************************************************************
 QL0396  DESIGNATION -  C 24
 QL0396  PID         -  QL0396
 QL0396  STATE/COUNTY-  WI/MARINETTE
 QL0396  COUNTRY     -  US
 QL0396  USGS QUAD   -  FAITHORN (2017)
 QL0396
 QL0396                         *CURRENT SURVEY CONTROL
 QL0396  ______________________________________________________________________
 QL0396* NAD 83(1986) POSITION- 45 38 34.     (N) 087 51 38.     (W)   SCALED
 QL0396* NAVD 88 ORTHO HEIGHT -   247.684 (meters)      812.61  (feet) ADJUSTED
 QL0396  ______________________________________________________________________
 QL0396  GEOID HEIGHT    -        -35.182 (meters)                     GEOID18
 QL0396  DYNAMIC HEIGHT  -        247.679 (meters)      812.59  (feet) COMP
 QL0396  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 QL0396
 QL0396  VERT ORDER      -  SECOND    CLASS 0
 QL0396
 QL0396.The horizontal coordinates were scaled from a map and have
 QL0396.an estimated accuracy of +/- 6 seconds.
 QL0396
 QL0396.The orthometric height was determined by differential leveling and
 QL0396.adjusted by the NATIONAL GEODETIC SURVEY
 QL0396.in June 1991.
 QL0396
 QL0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0396.GEOID18 height accuracy estimate available here.
 QL0396
 QL0396.Click photographs - Photos may exist for this station.
 QL0396
 QL0396.The dynamic height is computed by dividing the NAVD 88
 QL0396.geopotential number by the normal gravity value computed on the
 QL0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0396.degrees latitude (g = 980.6199 gals.).
 QL0396
 QL0396.The modeled gravity was interpolated from observed gravity values.
 QL0396
 QL0396;                    North         East    Units  Estimated Accuracy
 QL0396;SPC WI C     -   203,270.      766,780.      MT  (+/- 180 meters Scaled)
 QL0396
 QL0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR329547(NAD 83)
 QL0396
 QL0396                          SUPERSEDED SURVEY CONTROL
 QL0396
 QL0396  NGVD 29 (??/??/92)  247.703  (m)          812.67   (f) ADJ UNCH    2 0
 QL0396
 QL0396.Superseded values are not recommended for survey control.
 QL0396
 QL0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0396.See file dsdata.pdf to determine how the superseded data were derived.
 QL0396
 QL0396_MARKER: DB = BENCH MARK DISK
 QL0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0396_STAMPING: C 24 1934
 QL0396_MARK LOGO: CGS
 QL0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0396+STABILITY: SURFACE MOTION
 QL0396
 QL0396  HISTORY     - Date     Condition        Report By
 QL0396  HISTORY     - 1934     MONUMENTED       CGS
 QL0396  HISTORY     - 20051115 MARK NOT FOUND   WIDT
 QL0396
 QL0396                          STATION DESCRIPTION
 QL0396
 QL0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0396'7.3 MI E FROM PEMBINE.
 QL0396'7.3 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0396'MARIE RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0396'AT MILEAGE 296.8, 40 FEET NORTH OF THE CENTERLINE OF THE MAIN
 QL0396'TRACK, AND 5 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 QL0396'C 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0396
 QL0396                          STATION RECOVERY (2005)
 QL0396
 QL0396'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0396'MARK NOT FOUND.   ADD SEARCHED AREA FOR EVIDENCE OF THE STATION, BUT
 QL0396'RECOVERED NO EVIDENCE OF STATION OR THE FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0158 ***********************************************************************
 QM0158  DESIGNATION -  C 25
 QM0158  PID         -  QM0158
 QM0158  STATE/COUNTY-  WI/FOREST
 QM0158  COUNTRY     -  US
 QM0158  USGS QUAD   -  NEWALD (2018)
 QM0158
 QM0158                         *CURRENT SURVEY CONTROL
 QM0158  ______________________________________________________________________
 QM0158* NAD 83(1986) POSITION- 45 39 07.     (N) 088 37 45.     (W)   SCALED
 QM0158* NAVD 88 ORTHO HEIGHT -   450.738 (meters)     1478.80  (feet) ADJUSTED
 QM0158  ______________________________________________________________________
 QM0158  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 QM0158  DYNAMIC HEIGHT  -        450.712 (meters)     1478.71  (feet) COMP
 QM0158  MODELED GRAVITY -    980,545.8   (mgal)                       NAVD 88
 QM0158
 QM0158  VERT ORDER      -  SECOND    CLASS 0
 QM0158
 QM0158.The horizontal coordinates were scaled from a map and have
 QM0158.an estimated accuracy of +/- 6 seconds.
 QM0158
 QM0158.The orthometric height was determined by differential leveling and
 QM0158.adjusted by the NATIONAL GEODETIC SURVEY
 QM0158.in June 1991.
 QM0158
 QM0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0158.GEOID18 height accuracy estimate available here.
 QM0158
 QM0158.Click photographs - Photos may exist for this station.
 QM0158
 QM0158.The dynamic height is computed by dividing the NAVD 88
 QM0158.geopotential number by the normal gravity value computed on the
 QM0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0158.degrees latitude (g = 980.6199 gals.).
 QM0158
 QM0158.The modeled gravity was interpolated from observed gravity values.
 QM0158
 QM0158;                    North         East    Units  Estimated Accuracy
 QM0158;SPC WI N     -    54,860.      706,850.      MT  (+/- 180 meters Scaled)
 QM0158
 QM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR730566(NAD 83)
 QM0158
 QM0158                          SUPERSEDED SURVEY CONTROL
 QM0158
 QM0158  NGVD 29 (??/??/92)  450.728  (m)         1478.76   (f) ADJ UNCH    2 0
 QM0158
 QM0158.Superseded values are not recommended for survey control.
 QM0158
 QM0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0158.See file dsdata.pdf to determine how the superseded data were derived.
 QM0158
 QM0158_MARKER: DB = BENCH MARK DISK
 QM0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0158_STAMPING: C 25 1934
 QM0158_MARK LOGO: CGS
 QM0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0158+STABILITY: SURFACE MOTION
 QM0158
 QM0158  HISTORY     - Date     Condition        Report By
 QM0158  HISTORY     - 1934     MONUMENTED       CGS
 QM0158  HISTORY     - 20051116 MARK NOT FOUND   WIDT
 QM0158
 QM0158                          STATION DESCRIPTION
 QM0158
 QM0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0158'AT CAVOUR.
 QM0158'AT CAVOUR, FOREST COUNTY, ON THE MINNEAPOLIS, ST. PAUL AND
 QM0158'SAULT STE. MARIE RAILROAD, 190 FEET WEST OF THE STATION, 135 FEET
 QM0158'EAST OF A ROAD CROSSING, 21 FEET SOUTH OF THE CENTERLINE OF THE
 QM0158'MAIN TRACK, AND 3 FEET NORTHEAST OF A POLE.  A STANDARD DISK,
 QM0158'STAMPED C 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QM0158
 QM0158                          STATION RECOVERY (2005)
 QM0158
 QM0158'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0158'MARK NOT FOUND.  THE APPROXIMATE LOCATION IS WITHIN 1.0 M OF A STEEL
 QM0158'WHISTLE POST. NO EVIDENCE OF THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0386 ***********************************************************************
 QL0386  DESIGNATION -  C 26
 QL0386  PID         -  QL0386
 QL0386  STATE/COUNTY-  WI/MARINETTE
 QL0386  COUNTRY     -  US
 QL0386  USGS QUAD   -  PEMBINE (2018)
 QL0386
 QL0386                         *CURRENT SURVEY CONTROL
 QL0386  ______________________________________________________________________
 QL0386* NAD 83(1986) POSITION- 45 42 45.     (N) 087 59 54.     (W)   SCALED
 QL0386* NAVD 88 ORTHO HEIGHT -   313.321 (meters)     1027.95  (feet) ADJUSTED
 QL0386  ______________________________________________________________________
 QL0386  GEOID HEIGHT    -        -34.803 (meters)                     GEOID18
 QL0386  DYNAMIC HEIGHT  -        313.309 (meters)     1027.91  (feet) COMP
 QL0386  MODELED GRAVITY -    980,569.8   (mgal)                       NAVD 88
 QL0386
 QL0386  VERT ORDER      -  SECOND    CLASS 0
 QL0386
 QL0386.The horizontal coordinates were scaled from a map and have
 QL0386.an estimated accuracy of +/- 6 seconds.
 QL0386
 QL0386.The orthometric height was determined by differential leveling and
 QL0386.adjusted by the NATIONAL GEODETIC SURVEY
 QL0386.in June 1991.
 QL0386
 QL0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0386.GEOID18 height accuracy estimate available here.
 QL0386
 QL0386.Click photographs - Photos may exist for this station.
 QL0386
 QL0386.The dynamic height is computed by dividing the NAVD 88
 QL0386.geopotential number by the normal gravity value computed on the
 QL0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0386.degrees latitude (g = 980.6199 gals.).
 QL0386
 QL0386.The modeled gravity was interpolated from observed gravity values.
 QL0386
 QL0386;                    North         East    Units  Estimated Accuracy
 QL0386;SPC WI C     -   210,750.      755,850.      MT  (+/- 180 meters Scaled)
 QL0386
 QL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR222625(NAD 83)
 QL0386
 QL0386                          SUPERSEDED SURVEY CONTROL
 QL0386
 QL0386  NGVD 29 (??/??/92)  313.321  (m)         1027.95   (f) ADJ UNCH    2 0
 QL0386
 QL0386.Superseded values are not recommended for survey control.
 QL0386
 QL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0386.See file dsdata.pdf to determine how the superseded data were derived.
 QL0386
 QL0386_MARKER: DB = BENCH MARK DISK
 QL0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0386_STAMPING: C 26 1934
 QL0386_MARK LOGO: CGS
 QL0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0386+STABILITY: SURFACE MOTION
 QL0386
 QL0386  HISTORY     - Date     Condition        Report By
 QL0386  HISTORY     - 1934     MONUMENTED       CGS
 QL0386  HISTORY     - 1963     MARK NOT FOUND   USGS
 QL0386  HISTORY     - 20051129 MARK NOT FOUND   WIDT
 QL0386
 QL0386                          STATION DESCRIPTION
 QL0386
 QL0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0386'5.6 MI N FROM PEMBINE.
 QL0386'5.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0386'PACIFIC RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0386'450 FEET NORTH OF MILEPOST 283, AND 18 FEET WEST OF THE
 QL0386'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED C 26
 QL0386'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0386
 QL0386                          STATION RECOVERY (1963)
 QL0386
 QL0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QL0386'MARK NOT FOUND.
 QL0386
 QL0386                          STATION RECOVERY (2005)
 QL0386
 QL0386'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0386'MARK NOT FOUND.  ADD RECOVERED THE MILEPOST AND THE PUBLISHED
 QL0386'DISTANCES INTERSECT AT A POINT ON THE SIDE SLOPE OF THE RAILROAD
 QL0386'GRADE, AND NO EVIDENCE OF THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0395 ***********************************************************************
 PN0395  DESIGNATION -  C 28
 PN0395  PID         -  PN0395
 PN0395  STATE/COUNTY-  WI/SHAWANO
 PN0395  COUNTRY     -  US
 PN0395  USGS QUAD   -  WITTENBERG (2018)
 PN0395
 PN0395                         *CURRENT SURVEY CONTROL
 PN0395  ______________________________________________________________________
 PN0395* NAD 83(1986) POSITION- 44 51 43.     (N) 089 12 32.     (W)   SCALED
 PN0395* NAVD 88 ORTHO HEIGHT -   376.586 (meters)     1235.52  (feet) ADJUSTED
 PN0395  ______________________________________________________________________
 PN0395  GEOID HEIGHT    -        -35.715 (meters)                     GEOID18
 PN0395  DYNAMIC HEIGHT  -        376.523 (meters)     1235.31  (feet) COMP
 PN0395  MODELED GRAVITY -    980,440.3   (mgal)                       NAVD 88
 PN0395
 PN0395  VERT ORDER      -  SECOND    CLASS 0
 PN0395
 PN0395.The horizontal coordinates were scaled from a map and have
 PN0395.an estimated accuracy of +/- 6 seconds.
 PN0395
 PN0395.The orthometric height was determined by differential leveling and
 PN0395.adjusted by the NATIONAL GEODETIC SURVEY
 PN0395.in June 1991.
 PN0395
 PN0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0395.GEOID18 height accuracy estimate available here.
 PN0395
 PN0395.Click photographs - Photos may exist for this station.
 PN0395
 PN0395.The dynamic height is computed by dividing the NAVD 88
 PN0395.geopotential number by the normal gravity value computed on the
 PN0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0395.degrees latitude (g = 980.6199 gals.).
 PN0395
 PN0395.The modeled gravity was interpolated from observed gravity values.
 PN0395
 PN0395;                    North         East    Units  Estimated Accuracy
 PN0395;SPC WI C     -   114,600.      662,520.      MT  (+/- 180 meters Scaled)
 PN0395
 PN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ254699(NAD 83)
 PN0395
 PN0395                          SUPERSEDED SURVEY CONTROL
 PN0395
 PN0395  NGVD 29 (??/??/92)  376.605  (m)         1235.58   (f) ADJ UNCH    2 0
 PN0395
 PN0395.Superseded values are not recommended for survey control.
 PN0395
 PN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0395.See file dsdata.pdf to determine how the superseded data were derived.
 PN0395
 PN0395_MARKER: DB = BENCH MARK DISK
 PN0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0395_STAMPING: C 28 1934
 PN0395_MARK LOGO: CGS
 PN0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0395+STABILITY: SURFACE MOTION
 PN0395
 PN0395  HISTORY     - Date     Condition        Report By
 PN0395  HISTORY     - 1934     MONUMENTED       CGS
 PN0395  HISTORY     - 20031021 MARK NOT FOUND   WIDT
 PN0395  HISTORY     - 20050707 MARK NOT FOUND   WIDT
 PN0395
 PN0395                          STATION DESCRIPTION
 PN0395
 PN0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0395'0.8 MI S FROM ELAND.
 PN0395'ALONG CHICAGO AND NORTH-WESTERN RY., 100 YDS. N. OF JUNCTION.
 PN0395'MARK IS AT S. END OF YARDS. 13 YDS. E. OF CENTERLINE OF E. TRACK
 PN0395'AND 16 YDS. N. OF CENTERLINE OF CROSSING.
 PN0395
 PN0395                          STATION RECOVERY (2003)
 PN0395
 PN0395'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0395'MARK NOT FOUND.
 PN0395
 PN0395                          STATION RECOVERY (2005)
 PN0395
 PN0395'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0395'NOT FOUND.  ADD THE RAILROAD TRACKS HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0308 ***********************************************************************
 QM0308  DESIGNATION -  C 29
 QM0308  PID         -  QM0308
 QM0308  STATE/COUNTY-  WI/LANGLADE
 QM0308  COUNTRY     -  US
 QM0308  USGS QUAD   -  KEMPSTER (2018)
 QM0308
 QM0308                         *CURRENT SURVEY CONTROL
 QM0308  ______________________________________________________________________
 QM0308* NAD 83(1986) POSITION- 45 21 50.96   (N) 089 10 54.74   (W)   HD_HELD1
 QM0308* NAVD 88 ORTHO HEIGHT -   521.147 (meters)     1709.80  (feet) ADJUSTED
 QM0308  ______________________________________________________________________
 QM0308  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 QM0308  DYNAMIC HEIGHT  -        521.086 (meters)     1709.60  (feet) COMP
 QM0308  MODELED GRAVITY -    980,483.5   (mgal)                       NAVD 88
 QM0308
 QM0308  VERT ORDER      -  SECOND    CLASS 0
 QM0308
 QM0308.The horizontal coordinates were determined by differentially corrected
 QM0308.hand held GPS observations or other comparable positioning techniques
 QM0308.and have an estimated accuracy of +/- 3 meters.
 QM0308
 QM0308.The orthometric height was determined by differential leveling and
 QM0308.adjusted by the NATIONAL GEODETIC SURVEY
 QM0308.in June 1991.
 QM0308
 QM0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0308.GEOID18 height accuracy estimate available here.
 QM0308
 QM0308.Click photographs - Photos may exist for this station.
 QM0308
 QM0308.The dynamic height is computed by dividing the NAVD 88
 QM0308.geopotential number by the normal gravity value computed on the
 QM0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0308.degrees latitude (g = 980.6199 gals.).
 QM0308
 QM0308.The modeled gravity was interpolated from observed gravity values.
 QM0308
 QM0308;                    North         East    Units  Estimated Accuracy
 QM0308;SPC WI C     -   170,430.8     664,094.3     MT  (+/- 3 meters HH1 GPS) 
 QM0308
 QM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2912825720(NAD 83)
 QM0308
 QM0308                          SUPERSEDED SURVEY CONTROL
 QM0308
 QM0308  NGVD 29 (??/??/92)  521.126  (m)         1709.73   (f) ADJ UNCH    2 0
 QM0308
 QM0308.Superseded values are not recommended for survey control.
 QM0308
 QM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0308.See file dsdata.pdf to determine how the superseded data were derived.
 QM0308
 QM0308_MARKER: DB = BENCH MARK DISK
 QM0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0308_STAMPING: C 29 1934
 QM0308_MARK LOGO: CGS
 QM0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0308+STABILITY: SURFACE MOTION
 QM0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0308+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 QM0308
 QM0308  HISTORY     - Date     Condition        Report By
 QM0308  HISTORY     - 1934     MONUMENTED       CGS
 QM0308  HISTORY     - 20050907 GOOD             WIDT
 QM0308
 QM0308                          STATION DESCRIPTION
 QM0308
 QM0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JDT)
 QM0308'1.2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QM0308'SUMMIT LAKE, LANGLADE COUNTY, 0.2 MILE NORTH OF MILEPOST 223, 15 YARDS
 QM0308'EAST OF THE CENTERLINE OF THE TRACK, 11 YARDS SOUTH OF THE CENTERLINE
 QM0308'OF A GRAVEL ROAD THAT CROSSES THE TRACK, AT A FENCE, AND 3 YARDS SOUTH
 QM0308'OF THE FENCE CORNER.  A STANDARD DISK, STAMPED C 29 1934 AND SET IN
 QM0308'THE TOP OF A CONCRETE POST.
 QM0308
 QM0308                          STATION RECOVERY (2005)
 QM0308
 QM0308'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0308'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 48.8 M EAST OF THE
 QM0308'CENTERLINE OF COUNTY HIGHWAY B, 26.5 M EAST OF A POWERPOLE
 QM0308'--3310-2E2--, 6.4 M SOUTH OF AN UNNUMBERED POWER POLE WITH SIX GUY
 QM0308'WIRES, 2.0 M SOUTH OF THE SOUTHERLY MOST TWO GUY WIRES, 0.3 M WEST OF
 QM0308'AN ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 9 CM ABOVE THE
 QM0308'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0004 ***********************************************************************
 NH0004  DESIGNATION -  C 3
 NH0004  PID         -  NH0004
 NH0004  STATE/COUNTY-  WI/RACINE
 NH0004  COUNTRY     -  US
 NH0004  USGS QUAD   -  BURLINGTON (2018)
 NH0004
 NH0004                         *CURRENT SURVEY CONTROL
 NH0004  ______________________________________________________________________
 NH0004* NAD 83(1986) POSITION- 42 39 59.     (N) 088 17 03.     (W)   SCALED
 NH0004* NAVD 88 ORTHO HEIGHT -   239.144 (meters)      784.59  (feet) ADJUSTED
 NH0004  ______________________________________________________________________
 NH0004  GEOID HEIGHT    -        -34.382 (meters)                     GEOID18
 NH0004  DYNAMIC HEIGHT  -        239.072 (meters)      784.36  (feet) COMP
 NH0004  MODELED GRAVITY -    980,315.8   (mgal)                       NAVD 88
 NH0004
 NH0004  VERT ORDER      -  FIRST     CLASS II
 NH0004
 NH0004.The horizontal coordinates were scaled from a map and have
 NH0004.an estimated accuracy of +/- 6 seconds.
 NH0004
 NH0004.The orthometric height was determined by differential leveling and
 NH0004.adjusted by the NATIONAL GEODETIC SURVEY
 NH0004.in June 1991.
 NH0004
 NH0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0004.GEOID18 height accuracy estimate available here.
 NH0004
 NH0004.Click photographs - Photos may exist for this station.
 NH0004
 NH0004.The dynamic height is computed by dividing the NAVD 88
 NH0004.geopotential number by the normal gravity value computed on the
 NH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0004.degrees latitude (g = 980.6199 gals.).
 NH0004
 NH0004.The modeled gravity was interpolated from observed gravity values.
 NH0004
 NH0004;                    North         East    Units  Estimated Accuracy
 NH0004;SPC WI S     -    75,480.      740,660.      MT  (+/- 180 meters Scaled)
 NH0004
 NH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN947245(NAD 83)
 NH0004
 NH0004                          SUPERSEDED SURVEY CONTROL
 NH0004
 NH0004  NGVD 29 (??/??/92)  239.218  (m)          784.83   (f) ADJ UNCH    1 2
 NH0004
 NH0004.Superseded values are not recommended for survey control.
 NH0004
 NH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0004.See file dsdata.pdf to determine how the superseded data were derived.
 NH0004
 NH0004_MARKER: DB = BENCH MARK DISK
 NH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0004_STAMPING: 784.834 C 3 1930
 NH0004_MARK LOGO: CGS
 NH0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0004+STABILITY: SURFACE MOTION
 NH0004
 NH0004  HISTORY     - Date     Condition        Report By
 NH0004  HISTORY     - 1930     MONUMENTED       CGS
 NH0004  HISTORY     - 1960     GOOD             CGS
 NH0004  HISTORY     - 1960     MARK NOT FOUND   CGS
 NH0004
 NH0004                          STATION DESCRIPTION
 NH0004
 NH0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0004'AT BURLINGTON.
 NH0004'AT BURLINGTON, RACINE COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0004'AND PACIFIC RAILROAD, 70 YARDS EAST OF THE CENTER OF THE STATION,
 NH0004'35 FEET EAST OF THE POINT WHERE THE CENTERLINE OF MCHENRY
 NH0004'STREET CROSSES THE SOUTH RAIL, AND 23 FEET SOUTH OF THE SOUTH
 NH0004'RAIL.  A STANDARD DISK, STAMPED 784.834 C 3 1930 AND SET IN THE
 NH0004'TOP OF A CONCRETE POST.  NOTE-- PROBABLY BURIED.
 NH0004
 NH0004                          STATION RECOVERY (1960)
 NH0004
 NH0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NH0004'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0115 ***********************************************************************
 QM0115  DESIGNATION -  C 30
 QM0115  PID         -  QM0115
 QM0115  STATE/COUNTY-  WI/LANGLADE
 QM0115  COUNTRY     -  US
 QM0115  USGS QUAD   -  LANGLADE (2018)
 QM0115
 QM0115                         *CURRENT SURVEY CONTROL
 QM0115  ______________________________________________________________________
 QM0115* NAD 83(1986) POSITION- 45 11 05.     (N) 088 43 52.     (W)   SCALED
 QM0115* NAVD 88 ORTHO HEIGHT -   386.795 (meters)     1269.01  (feet) ADJUSTED
 QM0115  ______________________________________________________________________
 QM0115  GEOID HEIGHT    -        -35.375 (meters)                     GEOID18
 QM0115  DYNAMIC HEIGHT  -        386.746 (meters)     1268.85  (feet) COMP
 QM0115  MODELED GRAVITY -    980,480.5   (mgal)                       NAVD 88
 QM0115
 QM0115  VERT ORDER      -  SECOND    CLASS 0
 QM0115
 QM0115.The horizontal coordinates were scaled from a map and have
 QM0115.an estimated accuracy of +/- 6 seconds.
 QM0115
 QM0115.The orthometric height was determined by differential leveling and
 QM0115.adjusted by the NATIONAL GEODETIC SURVEY
 QM0115.in June 1991.
 QM0115
 QM0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0115.GEOID18 height accuracy estimate available here.
 QM0115
 QM0115.Click photographs - Photos may exist for this station.
 QM0115
 QM0115.The dynamic height is computed by dividing the NAVD 88
 QM0115.geopotential number by the normal gravity value computed on the
 QM0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0115.degrees latitude (g = 980.6199 gals.).
 QM0115
 QM0115.The modeled gravity was interpolated from observed gravity values.
 QM0115
 QM0115;                    North         East    Units  Estimated Accuracy
 QM0115;SPC WI C     -   150,950.      699,720.      MT  (+/- 180 meters Scaled)
 QM0115
 QM0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR640049(NAD 83)
 QM0115
 QM0115                          SUPERSEDED SURVEY CONTROL
 QM0115
 QM0115  NGVD 29 (??/??/92)  386.789  (m)         1268.99   (f) ADJ UNCH    2 0
 QM0115
 QM0115.Superseded values are not recommended for survey control.
 QM0115
 QM0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0115.See file dsdata.pdf to determine how the superseded data were derived.
 QM0115
 QM0115_MARKER: DB = BENCH MARK DISK
 QM0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0115_STAMPING: C 30 1934
 QM0115_MARK LOGO: CGS
 QM0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0115+STABILITY: SURFACE MOTION
 QM0115
 QM0115  HISTORY     - Date     Condition        Report By
 QM0115  HISTORY     - 1934     MONUMENTED       CGS
 QM0115  HISTORY     - 20050906 MARK NOT FOUND   WIDT
 QM0115
 QM0115                          STATION DESCRIPTION
 QM0115
 QM0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0115'IN LANGLADE.
 QM0115'ALONG WISCONSIN HIGHWAYS 64 AND 55, 0.4 MILE S. OF JUNCTION AND
 QM0115'60 YDS. N. OF TWO STORY STORE BUILDING.  MARK IS AT FENCE CORNER,
 QM0115'9 YDS. W. OF CENTER LINE OF HIGHWAY.
 QM0115
 QM0115                          STATION RECOVERY (2005)
 QM0115
 QM0115'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0115'MARK NOT FOUND. ADD--SEARCHED AREA WEST OF THE HIGHWAY, BUT RECOVERED
 QM0115'NO EVIDENCE OF STATION IN THE AREA OF THE PRESCRIBED DISTANCES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL0948 ***********************************************************************
 RL0948  DESIGNATION -  C 31
 RL0948  PID         -  RL0948
 RL0948  STATE/COUNTY-  WI/VILAS
 RL0948  COUNTRY     -  US
 RL0948  USGS QUAD   -  LAND O' LAKES (2018)
 RL0948
 RL0948                         *CURRENT SURVEY CONTROL
 RL0948  ______________________________________________________________________
 RL0948* NAD 83(1986) POSITION- 46 07 36.     (N) 089 12 18.     (W)   SCALED
 RL0948* NAVD 88 ORTHO HEIGHT -   514.695 (meters)     1688.63  (feet) ADJUSTED
 RL0948  ______________________________________________________________________
 RL0948  GEOID HEIGHT    -        -31.427 (meters)                     GEOID18
 RL0948  DYNAMIC HEIGHT  -        514.690 (meters)     1688.61  (feet) COMP
 RL0948  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 RL0948
 RL0948  VERT ORDER      -  SECOND    CLASS 0
 RL0948
 RL0948.The horizontal coordinates were scaled from a map and have
 RL0948.an estimated accuracy of +/- 6 seconds.
 RL0948
 RL0948.The orthometric height was determined by differential leveling and
 RL0948.adjusted by the NATIONAL GEODETIC SURVEY
 RL0948.in June 1991.
 RL0948
 RL0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0948.GEOID18 height accuracy estimate available here.
 RL0948
 RL0948.Click photographs - Photos may exist for this station.
 RL0948
 RL0948.The dynamic height is computed by dividing the NAVD 88
 RL0948.geopotential number by the normal gravity value computed on the
 RL0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0948.degrees latitude (g = 980.6199 gals.).
 RL0948
 RL0948.The modeled gravity was interpolated from observed gravity values.
 RL0948
 RL0948;                    North         East    Units  Estimated Accuracy
 RL0948;SPC WI N     -   107,010.      661,440.      MT  (+/- 180 meters Scaled)
 RL0948
 RL0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS296104(NAD 83)
 RL0948
 RL0948                          SUPERSEDED SURVEY CONTROL
 RL0948
 RL0948  NGVD 29 (??/??/92)  514.708  (m)         1688.67   (f) ADJ UNCH    2 0
 RL0948
 RL0948.Superseded values are not recommended for survey control.
 RL0948
 RL0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0948.See file dsdata.pdf to determine how the superseded data were derived.
 RL0948
 RL0948_MARKER: DB = BENCH MARK DISK
 RL0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0948_STAMPING: C 31 1934
 RL0948_MARK LOGO: CGS
 RL0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0948+STABILITY: SURFACE MOTION
 RL0948
 RL0948  HISTORY     - Date     Condition        Report By
 RL0948  HISTORY     - 1934     MONUMENTED       CGS
 RL0948  HISTORY     - 1948     GOOD             CGS
 RL0948  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 RL0948  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0948  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0948
 RL0948                          STATION DESCRIPTION
 RL0948
 RL0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0948'2.4 MI S FROM LAND O LAKES.
 RL0948'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE CROSSING
 RL0948'OF THE STATE LINE AT LAND O LAKES, AT THE JUNCTION OF COUNTY
 RL0948'HIGHWAY E LEADING EAST, 212 FEET SOUTH OF THE CENTER OF THE
 RL0948'JUNCTION OF HIGHWAYS, 38 FEET EAST OF THE CENTER LINE OF THE
 RL0948'HIGHWAY, 38 FEET SOUTHWEST OF THE CENTER LINE OF AN OLD ROAD
 RL0948'BED SOUTHEAST 38.5 FEET SOUTHWEST OF POWER POLE NO. C 35 N 41
 RL0948'1072, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0948'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0948'3 INCHES.
 RL0948
 RL0948                          STATION RECOVERY (1996)
 RL0948
 RL0948'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0948'MARK NOT FOUND.
 RL0948
 RL0948                          STATION RECOVERY (2001)
 RL0948
 RL0948'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0948'MARK NOT FOUND.
 RL0948
 RL0948                          STATION RECOVERY (2005)
 RL0948
 RL0948'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0948'MARK NOT FOUND. ADD-THE DIMMENSIONS PLACE THE STATION IN THE SIDE
 RL0948'SLOPE OF THE STATE HIGHWAY 45 ROAD BED. NO EVIDENCE OF THE STATION WAS
 RL0948'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL0949 ***********************************************************************
 RL0949  DESIGNATION -  C 31 RESET 1951
 RL0949  PID         -  RL0949
 RL0949  STATE/COUNTY-  WI/VILAS
 RL0949  COUNTRY     -  US
 RL0949  USGS QUAD   -  LAND O' LAKES (2018)
 RL0949
 RL0949                         *CURRENT SURVEY CONTROL
 RL0949  ______________________________________________________________________
 RL0949* NAD 83(1986) POSITION- 46 07 36.05   (N) 089 12 21.74   (W)   HD_HELD1
 RL0949* NAVD 88 ORTHO HEIGHT -   514.55  (meters)     1688.2   (feet) RESET
 RL0949  ______________________________________________________________________
 RL0949  GEOID HEIGHT    -        -31.427 (meters)                     GEOID18
 RL0949  VERT ORDER      -  THIRD
 RL0949
 RL0949.The horizontal coordinates were determined by differentially corrected
 RL0949.hand held GPS observations or other comparable positioning techniques
 RL0949.and have an estimated accuracy of +/- 3 meters.
 RL0949
 RL0949.The orthometric height was computed from unverified reset data.
 RL0949
 RL0949.No vertical observational check was made to the station.
 RL0949
 RL0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0949.GEOID18 height accuracy estimate available here.
 RL0949
 RL0949.Click photographs - Photos may exist for this station.
 RL0949
 RL0949;                    North         East    Units  Estimated Accuracy
 RL0949;SPC WI N     -   107,006.6     661,358.0     MT  (+/- 3 meters HH1 GPS) 
 RL0949
 RL0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2957310488(NAD 83)
 RL0949
 RL0949                          SUPERSEDED SURVEY CONTROL
 RL0949
 RL0949  NGVD 29 (??/??/??)  514.56   (m)         1688.2    (f) RESET       3  
 RL0949
 RL0949.Superseded values are not recommended for survey control.
 RL0949
 RL0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0949.See file dsdata.pdf to determine how the superseded data were derived.
 RL0949
 RL0949_MARKER: DB = BENCH MARK DISK
 RL0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0949_STAMPING: C 31 RESET 1951
 RL0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0949+STABILITY: SURFACE MOTION
 RL0949
 RL0949  HISTORY     - Date     Condition        Report By
 RL0949  HISTORY     - 1951     MONUMENTED       WIDT
 RL0949  HISTORY     - 19960620 GOOD             USPSQD
 RL0949  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0949  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0949
 RL0949                          STATION DESCRIPTION
 RL0949
 RL0949'DESCRIBED BY WI DEPT OF TRANSP 1951
 RL0949'5.5 MI N FROM CONOVER.
 RL0949'5.5 MILES NORTH ALONG U.S. HIGHWAY 45 FROM CONOVER, VILAS COUNTY,
 RL0949'AT THE TIA JUANA CLUB, NEAR A SERVICE STATION, ABOUT 45 YARDS
 RL0949'SOUTH OF A ROAD LEADING TO LAC VIEUX DESERT, AND 52 FEET EAST
 RL0949'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 RL0949'C 31 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST.
 RL0949
 RL0949                          STATION RECOVERY (1996)
 RL0949
 RL0949'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0949'RECOVERED IN GOOD CONDITION.
 RL0949
 RL0949                          STATION RECOVERY (2001)
 RL0949
 RL0949'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0949'MARK NOT FOUND.
 RL0949
 RL0949                          STATION RECOVERY (2005)
 RL0949
 RL0949'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0949'MARK NOT FOUND.  ADD-THE DIMENSIONS PLACE THE STATION IN THE PARKING
 RL0949'AREA OF THE BUSINESS OF --NORTHERN CARPET--. NO EVIDENCE OF THE
 RL0949'STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0270 ***********************************************************************
 QM0270  DESIGNATION -  C 32
 QM0270  PID         -  QM0270
 QM0270  STATE/COUNTY-  WI/ONEIDA
 QM0270  COUNTRY     -  US
 QM0270  USGS QUAD   -  STARKS (2018)
 QM0270
 QM0270                         *CURRENT SURVEY CONTROL
 QM0270  ______________________________________________________________________
 QM0270* NAD 83(1986) POSITION- 45 40 44.     (N) 089 08 22.     (W)   SCALED
 QM0270* NAVD 88 ORTHO HEIGHT -   500.598 (meters)     1642.38  (feet) ADJUSTED
 QM0270  ______________________________________________________________________
 QM0270  GEOID HEIGHT    -        -32.594 (meters)                     GEOID18
 QM0270  DYNAMIC HEIGHT  -        500.566 (meters)     1642.27  (feet) COMP
 QM0270  MODELED GRAVITY -    980,535.1   (mgal)                       NAVD 88
 QM0270
 QM0270  VERT ORDER      -  SECOND    CLASS 0
 QM0270
 QM0270.The horizontal coordinates were scaled from a map and have
 QM0270.an estimated accuracy of +/- 6 seconds.
 QM0270
 QM0270.The orthometric height was determined by differential leveling and
 QM0270.adjusted by the NATIONAL GEODETIC SURVEY
 QM0270.in June 1991.
 QM0270
 QM0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0270.GEOID18 height accuracy estimate available here.
 QM0270
 QM0270.Click photographs - Photos may exist for this station.
 QM0270
 QM0270.The dynamic height is computed by dividing the NAVD 88
 QM0270.geopotential number by the normal gravity value computed on the
 QM0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0270.degrees latitude (g = 980.6199 gals.).
 QM0270
 QM0270.The modeled gravity was interpolated from observed gravity values.
 QM0270
 QM0270;                    North         East    Units  Estimated Accuracy
 QM0270;SPC WI N     -    57,290.      667,040.      MT  (+/- 180 meters Scaled)
 QM0270
 QM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR333605(NAD 83)
 QM0270
 QM0270                          SUPERSEDED SURVEY CONTROL
 QM0270
 QM0270  NGVD 29 (??/??/92)  500.578  (m)         1642.31   (f) ADJ UNCH    2 0
 QM0270
 QM0270.Superseded values are not recommended for survey control.
 QM0270
 QM0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0270.See file dsdata.pdf to determine how the superseded data were derived.
 QM0270
 QM0270_MARKER: DB = BENCH MARK DISK
 QM0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0270_STAMPING: C 32 1934
 QM0270_MARK LOGO: CGS
 QM0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0270+STABILITY: SURFACE MOTION
 QM0270
 QM0270  HISTORY     - Date     Condition        Report By
 QM0270  HISTORY     - 1934     MONUMENTED       CGS
 QM0270  HISTORY     - 1963     POOR             USGS
 QM0270  HISTORY     - 20051003 MARK NOT FOUND   WIDT
 QM0270
 QM0270                          STATION DESCRIPTION
 QM0270
 QM0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0270'0.8 MI N FROM GAGEN.
 QM0270'0.8 MILES NORTH, ALONG THE CHICAGO AND NORTHWESTERN RR, 10 FEET
 QM0270'WEST OF CENTER OF TRACK, 10 FEET NORTH OF PRIVATE ROAD CROSSING,
 QM0270'4 IN ABOVE THE GROUND.
 QM0270
 QM0270                          STATION RECOVERY (1963)
 QM0270
 QM0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QM0270'MARK RECOVERED IN POOR CONDITION.
 QM0270
 QM0270                          STATION RECOVERY (2005)
 QM0270
 QM0270'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0270'MARK NOT RECOVERED. ADD RECOVERED THE FIELD CROSSING AND THE OLD
 QM0270'RAILBED, THE PUBLISHED DISTANCES INTERSECT AT POINT, BUT NO EVIDENCE
 QM0270'OF THE STATION WAS RECOVERED.  NOTE THE TRACKS HAVE BEEN REMOVED AND
 QM0270'THE OLD RAIL BED IS NOW A SNOWMOBILE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0375 ***********************************************************************
 QM0375  DESIGNATION -  C 33
 QM0375  PID         -  QM0375
 QM0375  STATE/COUNTY-  WI/LINCOLN
 QM0375  COUNTRY     -  US
 QM0375  USGS QUAD   -  MERRILL (2018)
 QM0375
 QM0375                         *CURRENT SURVEY CONTROL
 QM0375  ______________________________________________________________________
 QM0375* NAD 83(1986) POSITION- 45 10 39.     (N) 089 44 43.     (W)   SCALED
 QM0375* NAVD 88 ORTHO HEIGHT -   393.524 (meters)     1291.09  (feet) ADJUSTED
 QM0375  ______________________________________________________________________
 QM0375  GEOID HEIGHT    -        -33.250 (meters)                     GEOID18
 QM0375  DYNAMIC HEIGHT  -        393.480 (meters)     1290.94  (feet) COMP
 QM0375  MODELED GRAVITY -    980,493.1   (mgal)                       NAVD 88
 QM0375
 QM0375  VERT ORDER      -  SECOND    CLASS 0
 QM0375
 QM0375.The horizontal coordinates were scaled from a map and have
 QM0375.an estimated accuracy of +/- 6 seconds.
 QM0375
 QM0375.The orthometric height was determined by differential leveling and
 QM0375.adjusted by the NATIONAL GEODETIC SURVEY
 QM0375.in June 1991.
 QM0375
 QM0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0375.GEOID18 height accuracy estimate available here.
 QM0375
 QM0375.Click photographs - Photos may exist for this station.
 QM0375
 QM0375.The dynamic height is computed by dividing the NAVD 88
 QM0375.geopotential number by the normal gravity value computed on the
 QM0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0375.degrees latitude (g = 980.6199 gals.).
 QM0375
 QM0375.The modeled gravity was interpolated from observed gravity values.
 QM0375
 QM0375;                    North         East    Units  Estimated Accuracy
 QM0375;SPC WI C     -   149,400.      620,020.      MT  (+/- 180 meters Scaled)
 QM0375
 QM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR842063(NAD 83)
 QM0375
 QM0375                          SUPERSEDED SURVEY CONTROL
 QM0375
 QM0375  NGVD 29 (??/??/92)  393.526  (m)         1291.09   (f) ADJ UNCH    2 0
 QM0375
 QM0375.Superseded values are not recommended for survey control.
 QM0375
 QM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0375.See file dsdata.pdf to determine how the superseded data were derived.
 QM0375
 QM0375_MARKER: DB = BENCH MARK DISK
 QM0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0375_STAMPING: C 33 1934
 QM0375_MARK LOGO: CGS
 QM0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0375+STABILITY: SURFACE MOTION
 QM0375
 QM0375  HISTORY     - Date     Condition        Report By
 QM0375  HISTORY     - 1934     MONUMENTED       CGS
 QM0375  HISTORY     - 1950     MARK NOT FOUND   USGS
 QM0375
 QM0375                          STATION DESCRIPTION
 QM0375
 QM0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0375'2.6 MI W FROM MERRILL.
 QM0375'2.62 MILES WEST ALONG STATE HIGHWAY 64, ON THE PROPERTY OF F.A
 QM0375'BAGUHN, 30 FEET SOUTH OF CENTER OF HIGHWAY, 50 FEET SOUTHWEST
 QM0375'OF RR CROSSING, IN THE NORTHWEST CORNER OF THE YARD, 5 IN
 QM0375'ABOVE THE GROUND.
 QM0375
 QM0375                          STATION RECOVERY (1950)
 QM0375
 QM0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QM0375'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0005 ***********************************************************************
 PO0005  DESIGNATION -  C 34
 PO0005  PID         -  PO0005
 PO0005  STATE/COUNTY-  WI/MARATHON
 PO0005  COUNTRY     -  US
 PO0005  USGS QUAD   -  SPENCER NORTH (2018)
 PO0005
 PO0005                         *CURRENT SURVEY CONTROL
 PO0005  ______________________________________________________________________
 PO0005* NAD 83(1986) POSITION- 44 48 04.     (N) 090 18 33.     (W)   SCALED
 PO0005* NAVD 88 ORTHO HEIGHT -   403.713 (meters)     1324.52  (feet) ADJUSTED
 PO0005  ______________________________________________________________________
 PO0005  GEOID HEIGHT    -        -33.236 (meters)                     GEOID18
 PO0005  DYNAMIC HEIGHT  -        403.655 (meters)     1324.32  (feet) COMP
 PO0005  MODELED GRAVITY -    980,462.2   (mgal)                       NAVD 88
 PO0005
 PO0005  VERT ORDER      -  SECOND    CLASS 0
 PO0005
 PO0005.The horizontal coordinates were scaled from a map and have
 PO0005.an estimated accuracy of +/- 6 seconds.
 PO0005
 PO0005.The orthometric height was determined by differential leveling and
 PO0005.adjusted by the NATIONAL GEODETIC SURVEY
 PO0005.in June 1991.
 PO0005
 PO0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0005.GEOID18 height accuracy estimate available here.
 PO0005
 PO0005.Click photographs - Photos may exist for this station.
 PO0005
 PO0005.The dynamic height is computed by dividing the NAVD 88
 PO0005.geopotential number by the normal gravity value computed on the
 PO0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0005.degrees latitude (g = 980.6199 gals.).
 PO0005
 PO0005.The modeled gravity was interpolated from observed gravity values.
 PO0005
 PO0005;                    North         East    Units  Estimated Accuracy
 PO0005;SPC WI C     -   107,580.      575,540.      MT  (+/- 180 meters Scaled)
 PO0005
 PO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK128643(NAD 83)
 PO0005
 PO0005                          SUPERSEDED SURVEY CONTROL
 PO0005
 PO0005  NGVD 29 (??/??/92)  403.719  (m)         1324.53   (f) ADJ UNCH    2 0
 PO0005
 PO0005.Superseded values are not recommended for survey control.
 PO0005
 PO0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0005.See file dsdata.pdf to determine how the superseded data were derived.
 PO0005
 PO0005_MARKER: DB = BENCH MARK DISK
 PO0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0005_STAMPING: C 34 1934
 PO0005_MARK LOGO: CGS
 PO0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0005+STABILITY: SURFACE MOTION
 PO0005
 PO0005  HISTORY     - Date     Condition        Report By
 PO0005  HISTORY     - 1934     MONUMENTED       CGS
 PO0005  HISTORY     - 1953     MARK NOT FOUND   CGS
 PO0005  HISTORY     - 1980     MARK NOT FOUND
 PO0005  HISTORY     - 20031030 MARK NOT FOUND   WIDT
 PO0005
 PO0005                          STATION DESCRIPTION
 PO0005
 PO0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PO0005'AT ROMEO.
 PO0005'AT ROMEO, CLARK COUNTY, 40 FEET EAST OF THE MINNEAPOLIS, ST.
 PO0005'PAUL AND SAULT STE. MARIE RAILWAY STATION SIGNBOARD, ABOUT 5
 PO0005'POLES SOUTH OF MILEPOST 293, AND 28 FEET EAST OF THE CENTERLINE
 PO0005'OF THE TRACK.  A STANDARD DISK, STAMPED C 34 1934 AND SET IN
 PO0005'THE TOP OF A CONCRETE POST.
 PO0005
 PO0005                          STATION RECOVERY (1980)
 PO0005
 PO0005'RECOVERED 1980
 PO0005'MARK NOT FOUND.
 PO0005
 PO0005                          STATION RECOVERY (2003)
 PO0005
 PO0005'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0005'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0044 ***********************************************************************
 PO0044  DESIGNATION -  C 35
 PO0044  PID         -  PO0044
 PO0044  STATE/COUNTY-  WI/WOOD
 PO0044  COUNTRY     -  US
 PO0044  USGS QUAD   -  MARSHFIELD (2018)
 PO0044
 PO0044                         *CURRENT SURVEY CONTROL
 PO0044  ______________________________________________________________________
 PO0044* NAD 83(1986) POSITION- 44 39 49.     (N) 090 10 01.     (W)   SCALED
 PO0044* NAVD 88 ORTHO HEIGHT -   389.822 (meters)     1278.94  (feet) ADJUSTED
 PO0044  ______________________________________________________________________
 PO0044  GEOID HEIGHT    -        -34.033 (meters)                     GEOID18
 PO0044  DYNAMIC HEIGHT  -        389.755 (meters)     1278.72  (feet) COMP
 PO0044  MODELED GRAVITY -    980,435.9   (mgal)                       NAVD 88
 PO0044
 PO0044  VERT ORDER      -  SECOND    CLASS 0
 PO0044
 PO0044.The horizontal coordinates were scaled from a map and have
 PO0044.an estimated accuracy of +/- 6 seconds.
 PO0044
 PO0044.The orthometric height was determined by differential leveling and
 PO0044.adjusted by the NATIONAL GEODETIC SURVEY
 PO0044.in June 1991.
 PO0044
 PO0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0044.GEOID18 height accuracy estimate available here.
 PO0044
 PO0044.Click photographs - Photos may exist for this station.
 PO0044
 PO0044.The dynamic height is computed by dividing the NAVD 88
 PO0044.geopotential number by the normal gravity value computed on the
 PO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0044.degrees latitude (g = 980.6199 gals.).
 PO0044
 PO0044.The modeled gravity was interpolated from observed gravity values.
 PO0044
 PO0044;                    North         East    Units  Estimated Accuracy
 PO0044;SPC WI C     -    92,270.      586,760.      MT  (+/- 180 meters Scaled)
 PO0044
 PO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK245494(NAD 83)
 PO0044
 PO0044                          SUPERSEDED SURVEY CONTROL
 PO0044
 PO0044  NGVD 29 (??/??/92)  389.833  (m)         1278.98   (f) ADJ UNCH    2 0
 PO0044
 PO0044.Superseded values are not recommended for survey control.
 PO0044
 PO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0044.See file dsdata.pdf to determine how the superseded data were derived.
 PO0044
 PO0044_MARKER: DB = BENCH MARK DISK
 PO0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0044_STAMPING: C 35 1934
 PO0044_MARK LOGO: CGS
 PO0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0044+STABILITY: SURFACE MOTION
 PO0044
 PO0044  HISTORY     - Date     Condition        Report By
 PO0044  HISTORY     - 1934     MONUMENTED       CGS
 PO0044  HISTORY     - 1959     MARK NOT FOUND   LOCSUR
 PO0044  HISTORY     - 1982     MARK NOT FOUND   NGS
 PO0044
 PO0044                          STATION DESCRIPTION
 PO0044
 PO0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0044'AT MARSHFIELD.
 PO0044'AT MARSHFIELD, WOOD COUNTY, ABOUT 0.4 MILE NORTH OF THE CHICAGO
 PO0044'AND NORTH WESTERN RAILWAY STATION, 21 FEET NORTH OF THE CENTER
 PO0044'LINE OF THE NORTH TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 PO0044'STE. MARIE RAILWAY, AND 18 FEET WEST OF THE CENTER LINE OF THE
 PO0044'MAIN TRACK OF THE CHICAGO AND NORTH WESTERN RAILWAY.  A STANDARD
 PO0044'DISK, STAMPED C 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0044'NOTE-- COVERED WITH ABOUT 8 INCHES GRAVEL FILL.
 PO0044
 PO0044                          STATION RECOVERY (1959)
 PO0044
 PO0044'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 PO0044'MARK NOT FOUND.
 PO0044
 PO0044                          STATION RECOVERY (1982)
 PO0044
 PO0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PO0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0596 ***********************************************************************
 PN0596  DESIGNATION -  C 36
 PN0596  PID         -  PN0596
 PN0596  STATE/COUNTY-  WI/MARATHON
 PN0596  COUNTRY     -  US
 PN0596  USGS QUAD   -  WAUSAU WEST (2018)
 PN0596
 PN0596                         *CURRENT SURVEY CONTROL
 PN0596  ______________________________________________________________________
 PN0596* NAD 83(1986) POSITION- 44 57 07.     (N) 089 40 52.     (W)   SCALED
 PN0596* NAVD 88 ORTHO HEIGHT -   357.536 (meters)     1173.02  (feet) ADJUSTED
 PN0596  ______________________________________________________________________
 PN0596  GEOID HEIGHT    -        -34.446 (meters)                     GEOID18
 PN0596  DYNAMIC HEIGHT  -        357.484 (meters)     1172.85  (feet) COMP
 PN0596  MODELED GRAVITY -    980,463.2   (mgal)                       NAVD 88
 PN0596
 PN0596  VERT ORDER      -  SECOND    CLASS 0
 PN0596
 PN0596.The horizontal coordinates were scaled from a map and have
 PN0596.an estimated accuracy of +/- 6 seconds.
 PN0596
 PN0596.The orthometric height was determined by differential leveling and
 PN0596.adjusted by the NATIONAL GEODETIC SURVEY
 PN0596.in June 1991.
 PN0596
 PN0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0596.GEOID18 height accuracy estimate available here.
 PN0596
 PN0596.Click photographs - Photos may exist for this station.
 PN0596
 PN0596.The dynamic height is computed by dividing the NAVD 88
 PN0596.geopotential number by the normal gravity value computed on the
 PN0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0596.degrees latitude (g = 980.6199 gals.).
 PN0596
 PN0596.The modeled gravity was interpolated from observed gravity values.
 PN0596
 PN0596;                    North         East    Units  Estimated Accuracy
 PN0596;SPC WI C     -   124,350.      625,160.      MT  (+/- 180 meters Scaled)
 PN0596
 PN0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ885811(NAD 83)
 PN0596
 PN0596                          SUPERSEDED SURVEY CONTROL
 PN0596
 PN0596  NGVD 29 (??/??/92)  357.548  (m)         1173.06   (f) ADJ UNCH    2 0
 PN0596
 PN0596.Superseded values are not recommended for survey control.
 PN0596
 PN0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0596.See file dsdata.pdf to determine how the superseded data were derived.
 PN0596
 PN0596_MARKER: DB = BENCH MARK DISK
 PN0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0596_STAMPING: C 36 1934
 PN0596_MARK LOGO: CGS
 PN0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0596+STABILITY: SURFACE MOTION
 PN0596
 PN0596  HISTORY     - Date     Condition        Report By
 PN0596  HISTORY     - 1934     MONUMENTED       CGS
 PN0596  HISTORY     - 1983     MARK NOT FOUND   USGS
 PN0596  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 PN0596
 PN0596                          STATION DESCRIPTION
 PN0596
 PN0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0596'2.5 MI W FROM WAUSAU.
 PN0596'2.5 MILES WEST OF WAUSAU DEPOT 42 FEET NORTH OF CENTER OF MAIN
 PN0596'TRACK OF C. AND N.W. RY. 24 FEET WEST OF CENTER OF ROAD 18
 PN0596'INCHES SOUTHWEST OF FENCE CORNER
 PN0596
 PN0596                          STATION RECOVERY (1983)
 PN0596
 PN0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PN0596'MARK NOT FOUND.
 PN0596
 PN0596                          STATION RECOVERY (1988)
 PN0596
 PN0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (EAP)
 PN0596'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0542 ***********************************************************************
 PN0542  DESIGNATION -  C 38
 PN0542  PID         -  PN0542
 PN0542  STATE/COUNTY-  WI/MARATHON
 PN0542  COUNTRY     -  US
 PN0542  USGS QUAD   -  WAUSAU EAST (2018)
 PN0542
 PN0542                         *CURRENT SURVEY CONTROL
 PN0542  ______________________________________________________________________
 PN0542* NAD 83(1986) POSITION- 44 56 15.87   (N) 089 36 19.69   (W)   HD_HELD1
 PN0542* NAVD 88 ORTHO HEIGHT -   369.712 (meters)     1212.96  (feet) ADJUSTED
 PN0542  ______________________________________________________________________
 PN0542  GEOID HEIGHT    -        -34.681 (meters)                     GEOID18
 PN0542  DYNAMIC HEIGHT  -        369.659 (meters)     1212.79  (feet) COMP
 PN0542  MODELED GRAVITY -    980,461.6   (mgal)                       NAVD 88
 PN0542
 PN0542  VERT ORDER      -  SECOND    CLASS 0
 PN0542
 PN0542.The horizontal coordinates were determined by differentially corrected
 PN0542.hand held GPS observations or other comparable positioning techniques
 PN0542.and have an estimated accuracy of +/- 3 meters.
 PN0542
 PN0542.The orthometric height was determined by differential leveling and
 PN0542.adjusted by the NATIONAL GEODETIC SURVEY
 PN0542.in June 1991.
 PN0542
 PN0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0542.GEOID18 height accuracy estimate available here.
 PN0542
 PN0542.Click photographs - Photos may exist for this station.
 PN0542
 PN0542.The dynamic height is computed by dividing the NAVD 88
 PN0542.geopotential number by the normal gravity value computed on the
 PN0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0542.degrees latitude (g = 980.6199 gals.).
 PN0542
 PN0542.The modeled gravity was interpolated from observed gravity values.
 PN0542
 PN0542;                    North         East    Units  Estimated Accuracy
 PN0542;SPC WI C     -   122,796.3     631,139.2     MT  (+/- 3 meters HH1 GPS) 
 PN0542
 PN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9442679336(NAD 83)
 PN0542
 PN0542                          SUPERSEDED SURVEY CONTROL
 PN0542
 PN0542  NGVD 29 (??/??/92)  369.724  (m)         1213.00   (f) ADJ UNCH    2 0
 PN0542
 PN0542.Superseded values are not recommended for survey control.
 PN0542
 PN0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0542.See file dsdata.pdf to determine how the superseded data were derived.
 PN0542
 PN0542_MARKER: DB = BENCH MARK DISK
 PN0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0542_STAMPING: C 38 1934
 PN0542_MARK LOGO: CGS
 PN0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0542+STABILITY: SURFACE MOTION
 PN0542
 PN0542  HISTORY     - Date     Condition        Report By
 PN0542  HISTORY     - 1934     MONUMENTED       CGS
 PN0542  HISTORY     - 1964     GOOD             CGS
 PN0542
 PN0542                          STATION DESCRIPTION
 PN0542
 PN0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0542'2.2 MI SE FROM WAUSAU.
 PN0542'2.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PN0542'FROM THE STATION AT WAUSAU, MARATHON COUNTY, 8 RAILS NORTH OF THE
 PN0542'CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 PN0542'35 FEET EAST OF A TELEPHONE POLE, AND 22 FEET SOUTH OF THE
 PN0542'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED C 38
 PN0542'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PN0542
 PN0542                          STATION RECOVERY (1964)
 PN0542
 PN0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PN0542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0468 ***********************************************************************
 PN0468  DESIGNATION -  C 39
 PN0468  PID         -  PN0468
 PN0468  STATE/COUNTY-  WI/WOOD
 PN0468  COUNTRY     -  US
 PN0468  USGS QUAD   -  WISCONSIN RAPIDS NORTH (2018)
 PN0468
 PN0468                         *CURRENT SURVEY CONTROL
 PN0468  ______________________________________________________________________
 PN0468* NAD 83(1986) POSITION- 44 26 38.     (N) 089 48 50.     (W)   SCALED
 PN0468* NAVD 88 ORTHO HEIGHT -   315.059 (meters)     1033.66  (feet) ADJUSTED
 PN0468  ______________________________________________________________________
 PN0468  GEOID HEIGHT    -        -35.311 (meters)                     GEOID18
 PN0468  DYNAMIC HEIGHT  -        315.002 (meters)     1033.47  (feet) COMP
 PN0468  MODELED GRAVITY -    980,429.6   (mgal)                       NAVD 88
 PN0468
 PN0468  VERT ORDER      -  SECOND    CLASS 0
 PN0468
 PN0468.The horizontal coordinates were scaled from a map and have
 PN0468.an estimated accuracy of +/- 6 seconds.
 PN0468
 PN0468.The orthometric height was determined by differential leveling and
 PN0468.adjusted by the NATIONAL GEODETIC SURVEY
 PN0468.in June 1991.
 PN0468
 PN0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0468.GEOID18 height accuracy estimate available here.
 PN0468
 PN0468.Click photographs - Photos may exist for this station.
 PN0468
 PN0468.The dynamic height is computed by dividing the NAVD 88
 PN0468.geopotential number by the normal gravity value computed on the
 PN0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0468.degrees latitude (g = 980.6199 gals.).
 PN0468
 PN0468.The modeled gravity was interpolated from observed gravity values.
 PN0468
 PN0468;                    North         East    Units  Estimated Accuracy
 PN0468;SPC WI C     -    67,860.      614,820.      MT  (+/- 180 meters Scaled)
 PN0468
 PN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ760250(NAD 83)
 PN0468
 PN0468                          SUPERSEDED SURVEY CONTROL
 PN0468
 PN0468  NGVD 29 (??/??/92)  315.078  (m)         1033.72   (f) ADJ UNCH    2 0
 PN0468
 PN0468.Superseded values are not recommended for survey control.
 PN0468
 PN0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0468.See file dsdata.pdf to determine how the superseded data were derived.
 PN0468
 PN0468_MARKER: DB = BENCH MARK DISK
 PN0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0468_STAMPING: C 39 1934
 PN0468_MARK LOGO: CGS
 PN0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0468+STABILITY: SURFACE MOTION
 PN0468
 PN0468  HISTORY     - Date     Condition        Report By
 PN0468  HISTORY     - 1934     MONUMENTED       CGS
 PN0468  HISTORY     - 1954     MARK NOT FOUND   CGS
 PN0468  HISTORY     - 1983     MARK NOT FOUND   USGS
 PN0468  HISTORY     - 20031023 MARK NOT FOUND   WIDT
 PN0468
 PN0468                          STATION DESCRIPTION
 PN0468
 PN0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PN0468'3.4 MI N FROM WISCONSIN RAPIDS.
 PN0468'3.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PN0468'RAILROAD FROM THE STATION AT WISCONSIN RAPIDS, WOOD COUNTY,
 PN0468'2-1/2 RAILS SOUTH OF BRIDGE G 256, AT A ROAD CROSSING, 19 FEET
 PN0468'WEST OF THE CENTERLINE OF THE MAIN TRACK, 30 FEET SOUTH OF THE
 PN0468'CENTERLINE OF A ROAD, AND 2 FEET SOUTH OF A SIGN READING LOOK OUT
 PN0468'FOR THE CARS.  A STANDARD DISK, STAMPED C 39 1934 AND SET IN THE
 PN0468'TOP OF A CONCRETE POST.
 PN0468
 PN0468                          STATION RECOVERY (1983)
 PN0468
 PN0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PN0468'MARK NOT FOUND.
 PN0468
 PN0468                          STATION RECOVERY (2003)
 PN0468
 PN0468'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0134 ***********************************************************************
 RM0134  DESIGNATION -  C 40
 RM0134  PID         -  RM0134
 RM0134  STATE/COUNTY-  WI/ASHLAND
 RM0134  COUNTRY     -  US
 RM0134  USGS QUAD   -  BUTTERNUT (2018)
 RM0134
 RM0134                         *CURRENT SURVEY CONTROL
 RM0134  ______________________________________________________________________
 RM0134* NAD 83(1986) POSITION- 46 02 39.     (N) 090 29 44.     (W)   SCALED
 RM0134* NAVD 88 ORTHO HEIGHT -   478.845 (meters)     1571.01  (feet) ADJUSTED
 RM0134  ______________________________________________________________________
 RM0134  GEOID HEIGHT    -        -30.481 (meters)                     GEOID18
 RM0134  DYNAMIC HEIGHT  -        478.838 (meters)     1570.99  (feet) COMP
 RM0134  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 RM0134
 RM0134  VERT ORDER      -  SECOND    CLASS 0
 RM0134
 RM0134.The horizontal coordinates were scaled from a map and have
 RM0134.an estimated accuracy of +/- 6 seconds.
 RM0134
 RM0134.The orthometric height was determined by differential leveling and
 RM0134.adjusted by the NATIONAL GEODETIC SURVEY
 RM0134.in June 1991.
 RM0134
 RM0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0134.GEOID18 height accuracy estimate available here.
 RM0134
 RM0134.Click photographs - Photos may exist for this station.
 RM0134
 RM0134.The dynamic height is computed by dividing the NAVD 88
 RM0134.geopotential number by the normal gravity value computed on the
 RM0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0134.degrees latitude (g = 980.6199 gals.).
 RM0134
 RM0134.The modeled gravity was interpolated from observed gravity values.
 RM0134
 RM0134;                    North         East    Units  Estimated Accuracy
 RM0134;SPC WI N     -    97,650.      561,650.      MT  (+/- 180 meters Scaled)
 RM0134
 RM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM937020(NAD 83)
 RM0134
 RM0134                          SUPERSEDED SURVEY CONTROL
 RM0134
 RM0134  NGVD 29 (??/??/92)  478.840  (m)         1570.99   (f) ADJ UNCH    2 0
 RM0134
 RM0134.Superseded values are not recommended for survey control.
 RM0134
 RM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0134.See file dsdata.pdf to determine how the superseded data were derived.
 RM0134
 RM0134_MARKER: DB = BENCH MARK DISK
 RM0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0134_STAMPING: C 40 1934
 RM0134_MARK LOGO: CGS
 RM0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0134+STABILITY: SURFACE MOTION
 RM0134
 RM0134  HISTORY     - Date     Condition        Report By
 RM0134  HISTORY     - 1934     MONUMENTED       CGS
 RM0134  HISTORY     - 1967     MARK NOT FOUND   USGS
 RM0134  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0134
 RM0134                          STATION DESCRIPTION
 RM0134
 RM0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0134'2.1 MI N FROM BUTTERNUT.
 RM0134'2.1 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0134'MARIE RAILWAY (SOO LINE) FROM BUTTERNUT, ASHLAND COUNTY, ABOUT
 RM0134'3 1/2 RAILS SOUTH OF MILEPOST 384, 46 FEET NORTH OF A FARM GATE,
 RM0134'36 FEET EAST OF THE TRACK, AND 3 FEET WEST OF THE RIGHT-OF-WAY
 RM0134'FENCE.  A STANDARD DISK, STAMPED C 40 1934 AND SET IN THE TOP
 RM0134'OF A CONCRETE POST.
 RM0134
 RM0134                          STATION RECOVERY (1967)
 RM0134
 RM0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RM0134'MARK NOT FOUND.
 RM0134
 RM0134                          STATION RECOVERY (2004)
 RM0134
 RM0134'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0146 ***********************************************************************
 QN0146  DESIGNATION -  C 41
 QN0146  PID         -  QN0146
 QN0146  STATE/COUNTY-  WI/PRICE
 QN0146  COUNTRY     -  US
 QN0146  USGS QUAD   -  BUTTERNUT LAKE (2018)
 QN0146
 QN0146                         *CURRENT SURVEY CONTROL
 QN0146  ______________________________________________________________________
 QN0146* NAD 83(1986) POSITION- 45 54 36.     (N) 090 33 05.     (W)   SCALED
 QN0146* NAVD 88 ORTHO HEIGHT -   457.735 (meters)     1501.75  (feet) ADJUSTED
 QN0146  ______________________________________________________________________
 QN0146  GEOID HEIGHT    -        -30.473 (meters)                     GEOID18
 QN0146  DYNAMIC HEIGHT  -        457.722 (meters)     1501.71  (feet) COMP
 QN0146  MODELED GRAVITY -    980,573.5   (mgal)                       NAVD 88
 QN0146
 QN0146  VERT ORDER      -  SECOND    CLASS 0
 QN0146
 QN0146.The horizontal coordinates were scaled from a map and have
 QN0146.an estimated accuracy of +/- 6 seconds.
 QN0146
 QN0146.The orthometric height was determined by differential leveling and
 QN0146.adjusted by the NATIONAL GEODETIC SURVEY
 QN0146.in June 1991.
 QN0146
 QN0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0146.GEOID18 height accuracy estimate available here.
 QN0146
 QN0146.Click photographs - Photos may exist for this station.
 QN0146
 QN0146.The dynamic height is computed by dividing the NAVD 88
 QN0146.geopotential number by the normal gravity value computed on the
 QN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0146.degrees latitude (g = 980.6199 gals.).
 QN0146
 QN0146.The modeled gravity was interpolated from observed gravity values.
 QN0146
 QN0146;                    North         East    Units  Estimated Accuracy
 QN0146;SPC WI N     -    82,770.      557,220.      MT  (+/- 180 meters Scaled)
 QN0146
 QN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL899869(NAD 83)
 QN0146
 QN0146                          SUPERSEDED SURVEY CONTROL
 QN0146
 QN0146  NGVD 29 (??/??/92)  457.732  (m)         1501.74   (f) ADJ UNCH    2 0
 QN0146
 QN0146.Superseded values are not recommended for survey control.
 QN0146
 QN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0146.See file dsdata.pdf to determine how the superseded data were derived.
 QN0146
 QN0146_MARKER: DB = BENCH MARK DISK
 QN0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0146_STAMPING: C 41 1934
 QN0146_MARK LOGO: CGS
 QN0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0146+STABILITY: SURFACE MOTION
 QN0146
 QN0146  HISTORY     - Date     Condition        Report By
 QN0146  HISTORY     - 1934     MONUMENTED       CGS
 QN0146  HISTORY     - 1969     GOOD             USGS
 QN0146  HISTORY     - 20041026 MARK NOT FOUND   WIDT
 QN0146
 QN0146                          STATION DESCRIPTION
 QN0146
 QN0146'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QN0146'5.1 MI E FROM KENNEDY.
 QN0146'PARK FALLS, ABOUT 4.75 MI. WEST, THENCE ABOUT 1.5 MI. SOUTH OF,
 QN0146'ABOUT 0.3 MI. EAST OF COR. SECS. 25, 30, 31 AND 36, T40W, RS.
 QN0146'1 2W, 83 FT. NORTH AND 83 FT. NORTH AND 30 FT. WEST OF RD. AT
 QN0146'X-ING OF OLD R.R. GRADE, 21 FT. SOUTHEAST OF A 15 IN. ELM TREE
 QN0146'AND 1.5 FT. NORTH OF A METAL WITNESS POST, IN A CONC. POST, A
 QN0146'STD. TABLET, STAMPED C 41 1934.
 QN0146
 QN0146                          STATION RECOVERY (2004)
 QN0146
 QN0146'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0146'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0190 ***********************************************************************
 QN0190  DESIGNATION -  C 42
 QN0190  PID         -  QN0190
 QN0190  STATE/COUNTY-  WI/SAWYER
 QN0190  COUNTRY     -  US
 QN0190  USGS QUAD   -  COUDERAY (2018)
 QN0190
 QN0190                         *CURRENT SURVEY CONTROL
 QN0190  ______________________________________________________________________
 QN0190* NAD 83(1986) POSITION- 45 46 50.     (N) 091 20 24.     (W)   SCALED
 QN0190* NAVD 88 ORTHO HEIGHT -   407.450 (meters)     1336.78  (feet) ADJUSTED
 QN0190  ______________________________________________________________________
 QN0190  GEOID HEIGHT    -        -29.900 (meters)                     GEOID18
 QN0190  DYNAMIC HEIGHT  -        407.430 (meters)     1336.71  (feet) COMP
 QN0190  MODELED GRAVITY -    980,554.2   (mgal)                       NAVD 88
 QN0190
 QN0190  VERT ORDER      -  SECOND    CLASS 0
 QN0190
 QN0190.The horizontal coordinates were scaled from a map and have
 QN0190.an estimated accuracy of +/- 6 seconds.
 QN0190
 QN0190.The orthometric height was determined by differential leveling and
 QN0190.adjusted by the NATIONAL GEODETIC SURVEY
 QN0190.in June 1991.
 QN0190
 QN0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0190.GEOID18 height accuracy estimate available here.
 QN0190
 QN0190.Click photographs - Photos may exist for this station.
 QN0190
 QN0190.The dynamic height is computed by dividing the NAVD 88
 QN0190.geopotential number by the normal gravity value computed on the
 QN0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0190.degrees latitude (g = 980.6199 gals.).
 QN0190
 QN0190.The modeled gravity was interpolated from observed gravity values.
 QN0190
 QN0190;                    North         East    Units  Estimated Accuracy
 QN0190;SPC WI N     -    69,110.      495,800.      MT  (+/- 180 meters Scaled)
 QN0190
 QN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL290710(NAD 83)
 QN0190
 QN0190                          SUPERSEDED SURVEY CONTROL
 QN0190
 QN0190  NGVD 29 (??/??/92)  407.482  (m)         1336.88   (f) ADJ UNCH    2 0
 QN0190
 QN0190.Superseded values are not recommended for survey control.
 QN0190
 QN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0190.See file dsdata.pdf to determine how the superseded data were derived.
 QN0190
 QN0190_MARKER: DB = BENCH MARK DISK
 QN0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0190_STAMPING: C 42 1934
 QN0190_MARK LOGO: CGS
 QN0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0190+STABILITY: SURFACE MOTION
 QN0190
 QN0190  HISTORY     - Date     Condition        Report By
 QN0190  HISTORY     - 1934     MONUMENTED       CGS
 QN0190
 QN0190                          STATION DESCRIPTION
 QN0190
 QN0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0190'2 MI N FROM LEMINGTON.
 QN0190'ABOUT 2 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 QN0190'OMAHA RAILWAY FROM LEMINGTON, SAWYER COUNTY, ABOUT 15 1/2 POLES
 QN0190'EAST OF MILEPOST 27, 44 FEET NORTH OF THE TRACK, 6 FEET EAST OF
 QN0190'A GATE ON A FARM ROAD, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 QN0190'A STANDARD DISK, STAMPED C 42 1934 AND SET IN THE TOP OF A CONCRETE
 QN0190'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0268 ***********************************************************************
 RM0268  DESIGNATION -  C 43
 RM0268  PID         -  RM0268
 RM0268  STATE/COUNTY-  WI/SAWYER
 RM0268  COUNTRY     -  US
 RM0268  USGS QUAD   -  CABLE (2019)
 RM0268
 RM0268                         *CURRENT SURVEY CONTROL
 RM0268  ______________________________________________________________________
 RM0268* NAD 83(1986) POSITION- 46 08 40.     (N) 091 20 02.     (W)   SCALED
 RM0268* NAVD 88 ORTHO HEIGHT -   392.680 (meters)     1288.32  (feet) ADJUSTED
 RM0268  ______________________________________________________________________
 RM0268  GEOID HEIGHT    -        -28.792 (meters)                     GEOID18
 RM0268  DYNAMIC HEIGHT  -        392.687 (meters)     1288.34  (feet) COMP
 RM0268  MODELED GRAVITY -    980,621.4   (mgal)                       NAVD 88
 RM0268
 RM0268  VERT ORDER      -  SECOND    CLASS 0
 RM0268
 RM0268.The horizontal coordinates were scaled from a map and have
 RM0268.an estimated accuracy of +/- 6 seconds.
 RM0268
 RM0268.The orthometric height was determined by differential leveling and
 RM0268.adjusted by the NATIONAL GEODETIC SURVEY
 RM0268.in June 1991.
 RM0268
 RM0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0268.GEOID18 height accuracy estimate available here.
 RM0268
 RM0268.Click photographs - Photos may exist for this station.
 RM0268
 RM0268.The dynamic height is computed by dividing the NAVD 88
 RM0268.geopotential number by the normal gravity value computed on the
 RM0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0268.degrees latitude (g = 980.6199 gals.).
 RM0268
 RM0268.The modeled gravity was interpolated from observed gravity values.
 RM0268
 RM0268;                    North         East    Units  Estimated Accuracy
 RM0268;SPC WI N     -   109,540.      496,950.      MT  (+/- 180 meters Scaled)
 RM0268
 RM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM286114(NAD 83)
 RM0268
 RM0268                          SUPERSEDED SURVEY CONTROL
 RM0268
 RM0268  NGVD 29 (??/??/92)  392.695  (m)         1288.37   (f) ADJ UNCH    2 0
 RM0268
 RM0268.Superseded values are not recommended for survey control.
 RM0268
 RM0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0268.See file dsdata.pdf to determine how the superseded data were derived.
 RM0268
 RM0268_MARKER: DB = BENCH MARK DISK
 RM0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0268_STAMPING: C 43 1934
 RM0268_MARK LOGO: CGS
 RM0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0268+STABILITY: SURFACE MOTION
 RM0268
 RM0268  HISTORY     - Date     Condition        Report By
 RM0268  HISTORY     - 1934     MONUMENTED       CGS
 RM0268  HISTORY     - 1966     MARK NOT FOUND   WIHD
 RM0268  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0268
 RM0268                          STATION DESCRIPTION
 RM0268
 RM0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0268'5 MI S FROM CABLE.
 RM0268'5 MILES SOUTH OF CABLE, WISC. ON THE C. ST. P.M. AND O. R.R.
 RM0268'AT MILE POST 115 AND 30 FEET WEST OF TRACK.
 RM0268
 RM0268                          STATION RECOVERY (1966)
 RM0268
 RM0268'RECOVERY NOTE BY WI HIGHWAY DEPT 1966
 RM0268'MARK NOT FOUND.
 RM0268
 RM0268                          STATION RECOVERY (2004)
 RM0268
 RM0268'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0268'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0340 ***********************************************************************
 QM0340  DESIGNATION -  C 45
 QM0340  PID         -  QM0340
 QM0340  STATE/COUNTY-  WI/LINCOLN
 QM0340  COUNTRY     -  US
 QM0340  USGS QUAD   -  DOERING (2018)
 QM0340
 QM0340                         *CURRENT SURVEY CONTROL
 QM0340  ______________________________________________________________________
 QM0340* NAD 83(1986) POSITION- 45 10 38.10   (N) 089 28 02.06   (W)   HD_HELD1
 QM0340* NAVD 88 ORTHO HEIGHT -   434.397 (meters)     1425.18  (feet) ADJUSTED
 QM0340  ______________________________________________________________________
 QM0340  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 QM0340  DYNAMIC HEIGHT  -        434.345 (meters)     1425.01  (feet) COMP
 QM0340  MODELED GRAVITY -    980,483.2   (mgal)                       NAVD 88
 QM0340
 QM0340  VERT ORDER      -  SECOND    CLASS 0
 QM0340
 QM0340.The horizontal coordinates were determined by differentially corrected
 QM0340.hand held GPS observations or other comparable positioning techniques
 QM0340.and have an estimated accuracy of +/- 3 meters.
 QM0340
 QM0340.The orthometric height was determined by differential leveling and
 QM0340.adjusted by the NATIONAL GEODETIC SURVEY
 QM0340.in June 1991.
 QM0340
 QM0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0340.GEOID18 height accuracy estimate available here.
 QM0340
 QM0340.Click photographs - Photos may exist for this station.
 QM0340
 QM0340.The dynamic height is computed by dividing the NAVD 88
 QM0340.geopotential number by the normal gravity value computed on the
 QM0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0340.degrees latitude (g = 980.6199 gals.).
 QM0340
 QM0340.The modeled gravity was interpolated from observed gravity values.
 QM0340
 QM0340;                    North         East    Units  Estimated Accuracy
 QM0340;SPC WI C     -   149,473.9     641,874.6     MT  (+/- 3 meters HH1 GPS) 
 QM0340
 QM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0614405602(NAD 83)
 QM0340
 QM0340                          SUPERSEDED SURVEY CONTROL
 QM0340
 QM0340  NGVD 29 (??/??/92)  434.399  (m)         1425.19   (f) ADJ UNCH    2 0
 QM0340
 QM0340.Superseded values are not recommended for survey control.
 QM0340
 QM0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0340.See file dsdata.pdf to determine how the superseded data were derived.
 QM0340
 QM0340_MARKER: DB = BENCH MARK DISK
 QM0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0340_STAMPING: C 45 1934
 QM0340_MARK LOGO: CGS
 QM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0340+STABILITY: SURFACE MOTION
 QM0340
 QM0340  HISTORY     - Date     Condition        Report By
 QM0340  HISTORY     - 1934     MONUMENTED       CGS
 QM0340
 QM0340                          STATION DESCRIPTION
 QM0340
 QM0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0340'10.6 MI E FROM MERRILL.
 QM0340'10.55 MILES EAST ALONG STATE HIGHWAY 64 IN THE SOUTHWEST CORNER
 QM0340'OF THE SPRINGBROOK SCHOOL YARD 25 FEET SOUTH OF CENTER OF
 QM0340'HIGHWAY 100 FEET WEST OF THE JUNCTION WITH COUNTY ROUTE X 50
 QM0340'FEET EAST OF GASOLINE PUMPS (STANDARD OIL) 3 IN ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO0024 ***********************************************************************
 QO0024  DESIGNATION -  C 47
 QO0024  PID         -  QO0024
 QO0024  STATE/COUNTY-  WI/BURNETT
 QO0024  COUNTRY     -  US
 QO0024  USGS QUAD   -  SIREN WEST (2018)
 QO0024
 QO0024                         *CURRENT SURVEY CONTROL
 QO0024  ______________________________________________________________________
 QO0024* NAD 83(1986) POSITION- 45 47 10.40   (N) 092 22 51.77   (W)   HD_HELD1
 QO0024* NAVD 88 ORTHO HEIGHT -   303.483 (meters)      995.68  (feet) ADJUSTED
 QO0024  ______________________________________________________________________
 QO0024  GEOID HEIGHT    -        -26.987 (meters)                     GEOID18
 QO0024  DYNAMIC HEIGHT  -        303.498 (meters)      995.73  (feet) COMP
 QO0024  MODELED GRAVITY -    980,657.8   (mgal)                       NAVD 88
 QO0024
 QO0024  VERT ORDER      -  SECOND    CLASS I
 QO0024
 QO0024.The horizontal coordinates were determined by differentially corrected
 QO0024.hand held GPS observations or other comparable positioning techniques
 QO0024.and have an estimated accuracy of +/- 3 meters.
 QO0024
 QO0024.The orthometric height was determined by differential leveling and
 QO0024.adjusted by the WI DEPT OF TRANSP
 QO0024.in May 2012.
 QO0024
 QO0024.No vertical observational check was made to the station.
 QO0024
 QO0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0024.GEOID18 height accuracy estimate available here.
 QO0024
 QO0024.Click photographs - Photos may exist for this station.
 QO0024
 QO0024.The dynamic height is computed by dividing the NAVD 88
 QO0024.geopotential number by the normal gravity value computed on the
 QO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0024.degrees latitude (g = 980.6199 gals.).
 QO0024
 QO0024.The modeled gravity was interpolated from observed gravity values.
 QO0024
 QO0024;                    North         East    Units  Estimated Accuracy
 QO0024;SPC WI N     -    71,634.6     414,881.0     MT  (+/- 3 meters HH1 GPS) 
 QO0024
 QO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4811170482(NAD 83)
 QO0024
 QO0024                          SUPERSEDED SURVEY CONTROL
 QO0024
 QO0024  NAVD 88 (06/15/91)  303.498  (m)          995.73   (f) SUPERSEDED  2 0
 QO0024  NGVD 29 (??/??/92)  303.472  (m)          995.64   (f) ADJ UNCH    2 0
 QO0024
 QO0024.Superseded values are not recommended for survey control.
 QO0024
 QO0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0024.See file dsdata.pdf to determine how the superseded data were derived.
 QO0024
 QO0024_MARKER: DB = BENCH MARK DISK
 QO0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0024_STAMPING: C 47 1934
 QO0024_MARK LOGO: CGS
 QO0024_PROJECTION: RECESSED 7 CENTIMETERS
 QO0024_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QO0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0024+STABILITY: SURFACE MOTION
 QO0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0024+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2009
 QO0024
 QO0024  HISTORY     - Date     Condition        Report By
 QO0024  HISTORY     - 1934     MONUMENTED       CGS
 QO0024  HISTORY     - 1934     GOOD             CGS
 QO0024  HISTORY     - 1954     MARK NOT FOUND   USGS
 QO0024  HISTORY     - 19930607 GOOD             WI-013
 QO0024  HISTORY     - 19971222 GOOD             WI-013
 QO0024  HISTORY     - 20041116 MARK NOT FOUND   WIDT
 QO0024  HISTORY     - 20071120 GOOD             MNDT
 QO0024  HISTORY     - 20091119 GOOD             WIDT
 QO0024
 QO0024                          STATION DESCRIPTION
 QO0024
 QO0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0024'IN SIREN.
 QO0024'ALONG STATE HIGHWAY NO. 70, IN CHURCH YARD, 48 FT EAST OF THE N/E
 QO0024'CORNER OF BUILDING, 6 FT SOUTH OF SIDE WALK, 42 FT WEST OF CENTER LINE
 QO0024'OF HIGHWAY NO. 70.
 QO0024
 QO0024                          STATION RECOVERY (1954)
 QO0024
 QO0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QO0024'MARK NOT FOUND.
 QO0024
 QO0024                          STATION RECOVERY (1993)
 QO0024
 QO0024'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO0024'RECOVERED AS DESCRIBED.
 QO0024
 QO0024                          STATION RECOVERY (1997)
 QO0024
 QO0024'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1997
 QO0024'RECOVERED AS DESCRIBED.
 QO0024
 QO0024                          STATION RECOVERY (2004)
 QO0024
 QO0024'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0024'MARK NOT FOUND.
 QO0024
 QO0024                          STATION RECOVERY (2007)
 QO0024
 QO0024'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 QO0024'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST OF FALUN, 6.3 MI (10.1
 QO0024'KM) SOUTH OF WEBSTER AND IN THE TOWN OF SIREN, WISCONSIN.
 QO0024'
 QO0024'TO REACH THE MARK FROM THE SOUTH JUNCTION OF WISCONSIN TRUNK HIGHWAY
 QO0024'35 AND WISCONSIN TRUNK HIGHWAY 70 IN SIREN, GO 0.12 MI (0.2 KM) NORTH
 QO0024'ALONG WISCONSIN TRUNK HIGHWAY 30/70.
 QO0024'
 QO0024'THE MARK IS FOUND 42 FT (12.8 M) WEST OF WISCONSIN TRUNK HIGHWAY 70,
 QO0024'41 FT (12.5 M) SOUTH OF JOHNSON STREET, 38 FT (11.6 M) EAST-NORTHEAST
 QO0024'OF THE NORTH PILLAR OF A FUNERAL HOME AND 7.5 FT (2.3 M) SOUTH OF A
 QO0024'SIDEWALK.
 QO0024
 QO0024                          STATION RECOVERY (2009)
 QO0024
 QO0024'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 QO0024'RECOVERED IN GOOD CONDITION.
 QO0024'
 QO0024'NOTE-THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE LAWN OF THE
 QO0024'SWEDBERG - TAYLOR FUNERAL HOME, 2.8 M (9.2 FT) SOUTHWEST OF A STREET
 QO0024'LAMP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM4521 ***********************************************************************
 DM4521  DESIGNATION -  C 47 B
 DM4521  PID         -  DM4521
 DM4521  STATE/COUNTY-  WI/BURNETT
 DM4521  COUNTRY     -  US
 DM4521  USGS QUAD   -  SIREN WEST (2018)
 DM4521
 DM4521                         *CURRENT SURVEY CONTROL
 DM4521  ______________________________________________________________________
 DM4521* NAD 83(1986) POSITION- 45 47 42.83   (N) 092 22 51.20   (W)   HD_HELD1
 DM4521* NAVD 88 ORTHO HEIGHT -   301.750 (meters)      989.99  (feet) ADJUSTED
 DM4521  ______________________________________________________________________
 DM4521  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 DM4521  DYNAMIC HEIGHT  -        301.766 (meters)      990.04  (feet) COMP
 DM4521  MODELED GRAVITY -    980,660.4   (mgal)                       NAVD 88
 DM4521
 DM4521  VERT ORDER      -  SECOND    CLASS I
 DM4521
 DM4521.The horizontal coordinates were determined by differentially corrected
 DM4521.hand held GPS observations or other comparable positioning techniques
 DM4521.and have an estimated accuracy of +/- 3 meters.
 DM4521
 DM4521.The orthometric height was determined by differential leveling and
 DM4521.adjusted by the WI DEPT OF TRANSP
 DM4521.in May 2012.
 DM4521
 DM4521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4521.GEOID18 height accuracy estimate available here.
 DM4521
 DM4521.Click photographs - Photos may exist for this station.
 DM4521
 DM4521.The dynamic height is computed by dividing the NAVD 88
 DM4521.geopotential number by the normal gravity value computed on the
 DM4521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4521.degrees latitude (g = 980.6199 gals.).
 DM4521
 DM4521.The modeled gravity was interpolated from observed gravity values.
 DM4521
 DM4521;                    North         East    Units  Estimated Accuracy
 DM4521;SPC WI N     -    72,635.0     414,923.3     MT  (+/- 3 meters HH1 GPS) 
 DM4521
 DM4521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4811571482(NAD 83)
 DM4521
 DM4521                          SUPERSEDED SURVEY CONTROL
 DM4521
 DM4521.No superseded survey control is available for this station.
 DM4521
 DM4521_MARKER: DD = SURVEY DISK
 DM4521_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4521_SP_SET: FLAGPOLE PEDESTAL
 DM4521_STAMPING: C 47 B 2007
 DM4521_MARK LOGO: MNDT
 DM4521_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4521+STABILITY: SURFACE MOTION
 DM4521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4521+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2009
 DM4521
 DM4521  HISTORY     - Date     Condition        Report By
 DM4521  HISTORY     - 20071119 MONUMENTED       MNDT
 DM4521  HISTORY     - 20091119 GOOD             MNDT
 DM4521
 DM4521                          STATION DESCRIPTION
 DM4521
 DM4521'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DM4521'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-NORTHEAST OF FALUN,
 DM4521'5.7 MI (9.2 KM) SOUTH OF WEBSTER AND IN THE NORTHERN PART OF SIREN,
 DM4521'WISCONSIN.
 DM4521'
 DM4521'TO REACH THE MARK FROM THE JUNCTION FROM THE SOUTH JUNCTION OF
 DM4521'WISCONSIN TRUNK HIGHWAY 70 AND WISCONSIN TRUNK HIGHWAY 35 IN SIREN, GO
 DM4521'0.75 MI (1.2 KM) NORTH ALONG WISCONSIN TRUNK HIGHWAY 70.
 DM4521'
 DM4521'THE MARK IS FOUND IN CROOKED LAKE PARK, 63.6 FT (19.4 M) SOUTH OF
 DM4521'ENTRANCE FOR BURNETT COUNTY TORNADO MEMORIAL, 10.1 FT (3.1 M)
 DM4521'SOUTHWEST OF MIA FLAGPOLE, 9.3 FT (2.8 M) NORTHWEST OF WISCONSIN
 DM4521'FLAGPOLE AND 0.8 FT (24 CM) SOUTHEAST OF US FLAGPOLE.
 DM4521
 DM4521                          STATION RECOVERY (2009)
 DM4521
 DM4521'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JET)
 DM4521'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM4522 ***********************************************************************
 DM4522  DESIGNATION -  C 47 C
 DM4522  PID         -  DM4522
 DM4522  STATE/COUNTY-  WI/BURNETT
 DM4522  COUNTRY     -  US
 DM4522  USGS QUAD   -  SIREN WEST (2018)
 DM4522
 DM4522                         *CURRENT SURVEY CONTROL
 DM4522  ______________________________________________________________________
 DM4522* NAD 83(1986) POSITION- 45 48 18.56   (N) 092 22 33.60   (W)   HD_HELD1
 DM4522* NAVD 88 ORTHO HEIGHT -   300.460 (meters)      985.76  (feet) ADJUSTED
 DM4522  ______________________________________________________________________
 DM4522  GEOID HEIGHT    -        -26.914 (meters)                     GEOID18
 DM4522  DYNAMIC HEIGHT  -        300.478 (meters)      985.82  (feet) COMP
 DM4522  MODELED GRAVITY -    980,663.1   (mgal)                       NAVD 88
 DM4522
 DM4522  VERT ORDER      -  SECOND    CLASS I
 DM4522
 DM4522.The horizontal coordinates were determined by differentially corrected
 DM4522.hand held GPS observations or other comparable positioning techniques
 DM4522.and have an estimated accuracy of +/- 3 meters.
 DM4522
 DM4522.The orthometric height was determined by differential leveling and
 DM4522.adjusted by the WI DEPT OF TRANSP
 DM4522.in May 2012.
 DM4522
 DM4522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4522.GEOID18 height accuracy estimate available here.
 DM4522
 DM4522.Click photographs - Photos may exist for this station.
 DM4522
 DM4522.The dynamic height is computed by dividing the NAVD 88
 DM4522.geopotential number by the normal gravity value computed on the
 DM4522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4522.degrees latitude (g = 980.6199 gals.).
 DM4522
 DM4522.The modeled gravity was interpolated from observed gravity values.
 DM4522
 DM4522;                    North         East    Units  Estimated Accuracy
 DM4522;SPC WI N     -    73,726.2     415,336.2     MT  (+/- 3 meters HH1 GPS) 
 DM4522
 DM4522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4848772588(NAD 83)
 DM4522
 DM4522                          SUPERSEDED SURVEY CONTROL
 DM4522
 DM4522.No superseded survey control is available for this station.
 DM4522
 DM4522_MARKER: DB = BENCH MARK DISK
 DM4522_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4522_SP_SET: SIGNPOST PEDESTAL
 DM4522_STAMPING: C 47 C 2007
 DM4522_MARK LOGO: WI-013
 DM4522_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4522+STABILITY: SURFACE MOTION
 DM4522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4522+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2009
 DM4522
 DM4522  HISTORY     - Date     Condition        Report By
 DM4522  HISTORY     - 20071119 MONUMENTED       WI-013
 DM4522  HISTORY     - 20071119 GOOD             MNDT
 DM4522  HISTORY     - 20091119 GOOD             MNDT
 DM4522
 DM4522                          STATION DESCRIPTION
 DM4522
 DM4522'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DM4522'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF FALUN,
 DM4522'5.0 MI (8.0 KM) SOUTH OF WEBSTER AND 1.3 MI (2.1 KM) NORTH OF SIREN,
 DM4522'WISCONSIN.
 DM4522'
 DM4522'TO REACH THE MARK FROM THE NORTH JUNCTION OF WISCONSIN TRUNK HIGHWAY
 DM4522'70 AND WISCONSIN TRUNK HIGHWAY 35 IN SIREN, GO 0.95 MI (1.5 KM) SOUTH
 DM4522'ALONG WISCONSIN TRUNK HIGHWAY 70.
 DM4522'
 DM4522'THE MARK IS FOUND 68.6 FT (20.9 M) SOUTH OF AN ENTRANCE, 60.8 FT (18.5
 DM4522'M) WEST OF THE SOUTHBOUND LANE OF WISCONSIN TRUNK HIGHWAY 70, 7.6 FT
 DM4522'(2.3 M) EAST OF A BITUMINOUS PARKING LOT AND 4.0 FT (1.2 M) SOUTHEAST
 DM4522'OF A TRUE VALUE SIGN.
 DM4522
 DM4522                          STATION RECOVERY (2009)
 DM4522
 DM4522'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JTE)
 DM4522'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM4523 ***********************************************************************
 DM4523  DESIGNATION -  C 47 D
 DM4523  PID         -  DM4523
 DM4523  STATE/COUNTY-  WI/BURNETT
 DM4523  COUNTRY     -  US
 DM4523  USGS QUAD   -  SIREN EAST (2018)
 DM4523
 DM4523                         *CURRENT SURVEY CONTROL
 DM4523  ______________________________________________________________________
 DM4523* NAD 83(1986) POSITION- 45 49 20.18   (N) 092 21 58.60   (W)   HD_HELD1
 DM4523* NAVD 88 ORTHO HEIGHT -   302.432 (meters)      992.23  (feet) ADJUSTED
 DM4523  ______________________________________________________________________
 DM4523  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 DM4523  DYNAMIC HEIGHT  -        302.450 (meters)      992.29  (feet) COMP
 DM4523  MODELED GRAVITY -    980,667.5   (mgal)                       NAVD 88
 DM4523
 DM4523  VERT ORDER      -  SECOND    CLASS I
 DM4523
 DM4523.The horizontal coordinates were determined by differentially corrected
 DM4523.hand held GPS observations or other comparable positioning techniques
 DM4523.and have an estimated accuracy of +/- 3 meters.
 DM4523
 DM4523.The orthometric height was determined by differential leveling and
 DM4523.adjusted by the WI DEPT OF TRANSP
 DM4523.in May 2012.
 DM4523
 DM4523.No vertical observational check was made to the station.
 DM4523
 DM4523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4523.GEOID18 height accuracy estimate available here.
 DM4523
 DM4523.Click photographs - Photos may exist for this station.
 DM4523
 DM4523.The dynamic height is computed by dividing the NAVD 88
 DM4523.geopotential number by the normal gravity value computed on the
 DM4523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4523.degrees latitude (g = 980.6199 gals.).
 DM4523
 DM4523.The modeled gravity was interpolated from observed gravity values.
 DM4523
 DM4523;                    North         East    Units  Estimated Accuracy
 DM4523;SPC WI N     -    75,605.2     416,148.3     MT  (+/- 3 meters HH1 GPS) 
 DM4523
 DM4523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4922774496(NAD 83)
 DM4523
 DM4523                          SUPERSEDED SURVEY CONTROL
 DM4523
 DM4523.No superseded survey control is available for this station.
 DM4523
 DM4523_MARKER: DD = SURVEY DISK
 DM4523_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4523_SP_SET: FLAGPOLE PEDESTAL
 DM4523_STAMPING: C 47 D 2007
 DM4523_MARK LOGO: MNDT
 DM4523_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4523+STABILITY: SURFACE MOTION
 DM4523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4523+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2009
 DM4523
 DM4523  HISTORY     - Date     Condition        Report By
 DM4523  HISTORY     - 20071119 MONUMENTED       MNDT
 DM4523  HISTORY     - 20091119 GOOD             MNDT
 DM4523
 DM4523                          STATION DESCRIPTION
 DM4523
 DM4523'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DM4523'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF YELLOW LAKE, 3.8
 DM4523'MI (6.1 KM) SOUTH OF WEBSTER AND 2.6 MI (4.2 KM) NORTH-NORTHEAST OF
 DM4523'SIREN, WISCONSIN.
 DM4523'
 DM4523'TO REACH THE MARK FROM THE NORTH JUNCTION OF WISCONSIN TRUNK HIGHWAY
 DM4523'35 EAST AND WISCONSIN TRUNK HIGHWAY 70 IN SIREN, GO 0.35 MI (0.6 KM)
 DM4523'NORTH ALONG WISCONSIN TRUNK HIGHWAY 35, THENCE 0.05 MI (0.1 KM) WEST
 DM4523'ON BURNETT COUNTY ROAD K, THENCE 0.05 MI (0.1 KM) NORTHWEST ON ROAD TO
 DM4523'BURNETT COUNTY GOVERNMENT CENTER.
 DM4523'
 DM4523'THE MARK IS FOUND 73.5 FT (22.4 M) SOUTHWEST OF THE SOUTHEAST CORNER
 DM4523'OF THE BURNETT COUNTY GOVERNMENT CENTER, 5.4 FT (1.6 M) NORTH OF A
 DM4523'FLAGPOLE LIGHT AND 2.0 FT (0.6 M) NORTHWEST OF A FLAG POLE.
 DM4523
 DM4523                          STATION RECOVERY (2009)
 DM4523
 DM4523'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JTE)
 DM4523'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0194 ***********************************************************************
 PO0194  DESIGNATION -  C 49
 PO0194  PID         -  PO0194
 PO0194  STATE/COUNTY-  WI/CHIPPEWA
 PO0194  COUNTRY     -  US
 PO0194  USGS QUAD   -  CADOTT (2018)
 PO0194
 PO0194                         *CURRENT SURVEY CONTROL
 PO0194  ______________________________________________________________________
 PO0194* NAD 83(1986) POSITION- 44 56 45.48   (N) 091 09 15.40   (W)   HD_HELD1
 PO0194* NAVD 88 ORTHO HEIGHT -   298.559 (meters)      979.52  (feet) ADJUSTED
 PO0194  ______________________________________________________________________
 PO0194  GEOID HEIGHT    -        -31.026 (meters)                     GEOID18
 PO0194  DYNAMIC HEIGHT  -        298.536 (meters)      979.45  (feet) COMP
 PO0194  MODELED GRAVITY -    980,530.8   (mgal)                       NAVD 88
 PO0194
 PO0194  VERT ORDER      -  SECOND    CLASS I
 PO0194
 PO0194.The horizontal coordinates were determined by differentially corrected
 PO0194.hand held GPS observations or other comparable positioning techniques
 PO0194.and have an estimated accuracy of +/- 3 meters.
 PO0194
 PO0194.The orthometric height was determined by differential leveling and
 PO0194.adjusted by the WI DEPT OF TRANSP
 PO0194.in May 2012.
 PO0194
 PO0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0194.GEOID18 height accuracy estimate available here.
 PO0194
 PO0194.Click photographs - Photos may exist for this station.
 PO0194
 PO0194.The dynamic height is computed by dividing the NAVD 88
 PO0194.geopotential number by the normal gravity value computed on the
 PO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0194.degrees latitude (g = 980.6199 gals.).
 PO0194
 PO0194.The modeled gravity was interpolated from observed gravity values.
 PO0194
 PO0194;                    North         East    Units  Estimated Accuracy
 PO0194;SPC WI C     -   124,282.1     508,911.8     MT  (+/- 3 meters HH1 GPS) 
 PO0194
 PO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4560778605(NAD 83)
 PO0194
 PO0194                          SUPERSEDED SURVEY CONTROL
 PO0194
 PO0194  NAVD 88 (07/08/08)  298.546  (m)          979.48   (f) SUPERSEDED  2 1
 PO0194  NAVD 88 (06/15/91)  298.544  (m)          979.47   (f) SUPERSEDED  2 0
 PO0194  NGVD 29 (??/??/92)  298.544  (m)          979.47   (f) ADJ UNCH    2 0
 PO0194
 PO0194.Superseded values are not recommended for survey control.
 PO0194
 PO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0194.See file dsdata.pdf to determine how the superseded data were derived.
 PO0194
 PO0194_MARKER: DB = BENCH MARK DISK
 PO0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0194_STAMPING: C 49 1934
 PO0194_MARK LOGO: CGS
 PO0194_PROJECTION: FLUSH
 PO0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0194+STABILITY: SURFACE MOTION
 PO0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0194+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 PO0194
 PO0194  HISTORY     - Date     Condition        Report By
 PO0194  HISTORY     - 1934     MONUMENTED       CGS
 PO0194  HISTORY     - 1965     GOOD             CGS
 PO0194  HISTORY     - 20010331 GOOD             NGS
 PO0194  HISTORY     - 20030923 GOOD             USPSQD
 PO0194  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 PO0194  HISTORY     - 20040331 GOOD             WIDT
 PO0194  HISTORY     - 20051017 GOOD             USPSQD
 PO0194  HISTORY     - 20060726 GOOD             WIDT
 PO0194  HISTORY     - 20111101 GOOD             WIDT
 PO0194
 PO0194                          STATION DESCRIPTION
 PO0194
 PO0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0194'AT CADOTT.
 PO0194'9 RAILS EAST OF CADOTT DEPOT 24 FEET NORTH OF CENTER OF MAIN
 PO0194'TRACK OF SOO RY.  9 FEET NORTH OF NEAREST SIDING RAIL 27 FEET
 PO0194'EAST OF CENTER OF ROAD 3 FEET NORTHEAST OF TELEPHONE POLE.
 PO0194
 PO0194                          STATION RECOVERY (1965)
 PO0194
 PO0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 PO0194'RECOVERED IN GOOD CONDITION.
 PO0194
 PO0194                          STATION RECOVERY (2001)
 PO0194
 PO0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PO0194'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PO0194
 PO0194                          STATION RECOVERY (2003)
 PO0194
 PO0194'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEK)
 PO0194'WITHIN VILLAGE OF CADOTT WIS.  WITHIN NE QUADRANT OF POPULAR ST. AND
 PO0194'RR TRACKS.  26 FEET NORTH OF CENTER OF MAIN TRACK AND 22 FEET EAST OF
 PO0194'CENTER OF POPULAR ST.  4 FEET EAST OF FACE OF CURB AND GUTTER, BETWEEN
 PO0194'CURB AND GUTTER AND BITUMINOUS SIDEWALK.  BURIED +- 1 INCH
 PO0194
 PO0194                          STATION RECOVERY (2003)
 PO0194
 PO0194'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0194'MARK NOT FOUND.
 PO0194
 PO0194                          STATION RECOVERY (2004)
 PO0194
 PO0194'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BLT)
 PO0194'RECOVERED AS DESCRIBED USING THE 2003 POWER SQUADRON RECOVERY.
 PO0194
 PO0194                          STATION RECOVERY (2005)
 PO0194
 PO0194'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 PO0194'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 PO0194'STATION ARE TREES TO THE NORTH AND SOUTH EXTENDING TO 40 DEGREES ABOVE
 PO0194'THE HORIZON AND A POWER POLE EXTENDING TO 90 DEGREES.
 PO0194
 PO0194                          STATION RECOVERY (2006)
 PO0194
 PO0194'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0194'RECOVERED IN GOOD CONDITION.
 PO0194
 PO0194                          STATION RECOVERY (2011)
 PO0194
 PO0194'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 PO0194'STATION IS 2.3 M (7.5 FT) WEST OF A WITNESS PLAQUE SET ON A POWER POLE
 PO0194'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0161 ***********************************************************************
 OM0161  DESIGNATION -  C 5
 OM0161  PID         -  OM0161
 OM0161  STATE/COUNTY-  WI/WINNEBAGO
 OM0161  COUNTRY     -  US
 OM0161  USGS QUAD   -  VAN DYNE (2018)
 OM0161
 OM0161                         *CURRENT SURVEY CONTROL
 OM0161  ______________________________________________________________________
 OM0161* NAD 83(1986) POSITION- 43 57 58.68   (N) 088 31 57.96   (W)   HD_HELD1
 OM0161* NAVD 88 ORTHO HEIGHT -   235.480 (meters)      772.57  (feet) ADJUSTED
 OM0161  ______________________________________________________________________
 OM0161  GEOID HEIGHT    -        -36.218 (meters)                     GEOID18
 OM0161  DYNAMIC HEIGHT  -        235.428 (meters)      772.40  (feet) COMP
 OM0161  MODELED GRAVITY -    980,395.8   (mgal)                       NAVD 88
 OM0161
 OM0161  VERT ORDER      -  SECOND    CLASS I
 OM0161
 OM0161.The horizontal coordinates were determined by differentially corrected
 OM0161.hand held GPS observations or other comparable positioning techniques
 OM0161.and have an estimated accuracy of +/- 3 meters.
 OM0161
 OM0161.The orthometric height was determined by differential leveling and
 OM0161.adjusted by the WI DEPT OF TRANSP
 OM0161.in May 2012.
 OM0161
 OM0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0161.GEOID18 height accuracy estimate available here.
 OM0161
 OM0161.Click photographs - Photos may exist for this station.
 OM0161
 OM0161.The dynamic height is computed by dividing the NAVD 88
 OM0161.geopotential number by the normal gravity value computed on the
 OM0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0161.degrees latitude (g = 980.6199 gals.).
 OM0161
 OM0161.The modeled gravity was interpolated from observed gravity values.
 OM0161
 OM0161;                    North         East    Units  Estimated Accuracy
 OM0161;SPC WI S     -   219,478.5     717,739.5     MT  (+/- 3 meters HH1 GPS) 
 OM0161
 OM0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7704169271(NAD 83)
 OM0161
 OM0161                          SUPERSEDED SURVEY CONTROL
 OM0161
 OM0161  NAVD 88 (04/20/07)  235.451  (m)          772.48   (f) SUPERSEDED  2 1
 OM0161  NAVD 88 (02/05/01)  235.458  (m)          772.50   (f) SUPERSEDED  2 1
 OM0161  NAVD 88 (06/15/91)  235.471  (m)          772.54   (f) SUPERSEDED  1 2
 OM0161  NGVD 29 (??/??/92)  235.431  (m)          772.41   (f) ADJ UNCH    1 2
 OM0161
 OM0161.Superseded values are not recommended for survey control.
 OM0161
 OM0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0161.See file dsdata.pdf to determine how the superseded data were derived.
 OM0161
 OM0161_MARKER: DB = BENCH MARK DISK
 OM0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0161_STAMPING: C 5 1930
 OM0161_MARK LOGO: CGS
 OM0161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0161+STABILITY: SURFACE MOTION
 OM0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0161+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2010
 OM0161
 OM0161  HISTORY     - Date     Condition        Report By
 OM0161  HISTORY     - 1930     MONUMENTED       CGS
 OM0161  HISTORY     - 1956     GOOD             CGS
 OM0161  HISTORY     - 1989     GOOD             USPSQD
 OM0161  HISTORY     - 19960907 GOOD             USPSQD
 OM0161  HISTORY     - 20000314 GOOD             WIDT
 OM0161  HISTORY     - 20050531 GOOD             WIDT
 OM0161  HISTORY     - 20061009 GOOD             USPSQD
 OM0161  HISTORY     - 20100708 GOOD             GEOCAC
 OM0161
 OM0161                          STATION DESCRIPTION
 OM0161
 OM0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 OM0161'3.9 MI S FROM OSHKOSH.
 OM0161'3.9 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OM0161'OSHKOSH, WINNEBAGO COUNTY, AT A ROAD CROSSING, 36.6 FEET WEST
 OM0161'OF THE WEST RAIL, 24.4 FEET NORTH OF THE CENTERLINE OF THE
 OM0161'ROAD, 57 FEET NORTH OF BENCH MARK 774 (USGS) DESCRIBED ABOVE,
 OM0161'AND 30 FEET EAST OF THE DRIVEWAY TO THE WILLIAM J. MORGAN HOUSE.
 OM0161
 OM0161                          STATION RECOVERY (1989)
 OM0161
 OM0161'RECOVERY NOTE BY US POWER SQUADRON 1989 (EC)
 OM0161'RECOVERED IN GOOD CONDITION.
 OM0161
 OM0161                          STATION RECOVERY (1996)
 OM0161
 OM0161'RECOVERY NOTE BY US POWER SQUADRON 1996
 OM0161'RECOVERED IN GOOD CONDITION.
 OM0161
 OM0161                          STATION RECOVERY (2000)
 OM0161
 OM0161'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0161'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) NORTH-NORTHWEST OF
 OM0161'FOND DU LAC AND 6.44 KM (4.00 MI) SOUTH OF OSHKOSH.
 OM0161'OWNERSHIP--WISCONSIN CENTRAL LIMITED RAILROAD.  TO REACH THE STATION
 OM0161'FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 175 ABOUT 7.24
 OM0161'KM (4.50 MI) SOUTHEAST OF THE CITY OF OSHKOSH, GO NORTH ON US HIGHWAY
 OM0161'45 FOR 1.61 KM (1.00 MI) TO COUNTRY CLUB ROAD ON THE LEFT, CONTINUE
 OM0161'NORTH ON US HIGHWAY 45 FOR 0.48 KM (0.30 MI) TO WEST RIPPLE AVENUE ON
 OM0161'THE LEFT, TURN LEFT AND GO WEST ON WEST RIPPLE AVENUE FOR 0.48 KM
 OM0161'(0.30 MI) TO THE RAILROAD TRACKS AND THE STATION IS ON THE RIGHT. THE
 OM0161'STATION IS A BRONZE CGS BENCH MARK DISK STAMPED --C 5 1930-- SET IN
 OM0161'THE TOP OF A 30-CM (12-INCH) SQUARE CONCRETE POST FLUSH WITH THE
 OM0161'GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.3 M
 OM0161'(24.0 FT) NORTH OF THE CENTERLINE OF RIPPLE AVENUE, 11.2 M (36.7 FT)
 OM0161'WEST OF WEST RAIL OF THE EASTERN MOST SET OF RAILROAD TRACKS, 14.3 M
 OM0161'(46.9 FT) NORTHEAST OF A POWER POLE --1716-12E2--, 9.4 M (30.8 FT)
 OM0161'EAST OF THE CENTERLINE OF PRIVATE ENTRANCE --BLACK WOLF 88--, 5.3 M
 OM0161'(17.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF METAL SIGNAL HOUSE
 OM0161'--RIPPLE AVENUE 179531U WCL LM 170.7--, AND 1.0 M (3.3 FT) SOUTH OF AN
 OM0161'ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 OM0161'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 OM0161'FOR TREES IN THE WEST AND NORTH QUADRANTS EXTENDING TO 50 DEGREES
 OM0161'ABOVE THE HORIZON AND TREES IN THE NORTHEAST AND SOUTHWEST QUADRANTS
 OM0161'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 OM0161
 OM0161                          STATION RECOVERY (2005)
 OM0161
 OM0161'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0161'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS RECESSED 13 CM
 OM0161'BELOW GROUND LEVEL.  NOTE-- THE STATION IS 5.3 M SOUTHWEST OF THE
 OM0161'SOUTHEAST (NOT SOUTHWEST) CORNER OF THE METAL SIGNAL HOUSE.
 OM0161
 OM0161                          STATION RECOVERY (2006)
 OM0161
 OM0161'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0161'RECOVERED IN GOOD CONDITION.
 OM0161
 OM0161                          STATION RECOVERY (2010)
 OM0161
 OM0161'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 OM0161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO0062 ***********************************************************************
 QO0062  DESIGNATION -  C 50
 QO0062  PID         -  QO0062
 QO0062  STATE/COUNTY-  WI/ST CROIX
 QO0062  COUNTRY     -  US
 QO0062  USGS QUAD   -  JEWETT (2018)
 QO0062
 QO0062                         *CURRENT SURVEY CONTROL
 QO0062  ______________________________________________________________________
 QO0062* NAD 83(1986) POSITION- 45 06 58.     (N) 092 26 10.     (W)   SCALED
 QO0062* NAVD 88 ORTHO HEIGHT -   312.554 (meters)     1025.44  (feet) ADJUSTED
 QO0062  ______________________________________________________________________
 QO0062  GEOID HEIGHT    -        -30.012 (meters)                     GEOID18
 QO0062  DYNAMIC HEIGHT  -        312.513 (meters)     1025.30  (feet) COMP
 QO0062  MODELED GRAVITY -    980,478.9   (mgal)                       NAVD 88
 QO0062
 QO0062  VERT ORDER      -  SECOND    CLASS 0
 QO0062
 QO0062.The horizontal coordinates were scaled from a map and have
 QO0062.an estimated accuracy of +/- 6 seconds.
 QO0062
 QO0062.The orthometric height was determined by differential leveling and
 QO0062.adjusted by the NATIONAL GEODETIC SURVEY
 QO0062.in June 1991.
 QO0062
 QO0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0062.GEOID18 height accuracy estimate available here.
 QO0062
 QO0062.Click photographs - Photos may exist for this station.
 QO0062
 QO0062.The dynamic height is computed by dividing the NAVD 88
 QO0062.geopotential number by the normal gravity value computed on the
 QO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0062.degrees latitude (g = 980.6199 gals.).
 QO0062
 QO0062.The modeled gravity was interpolated from observed gravity values.
 QO0062
 QO0062;                    North         East    Units  Estimated Accuracy
 QO0062;SPC WI C     -   145,420.      408,350.      MT  (+/- 180 meters Scaled)
 QO0062
 QO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK443960(NAD 83)
 QO0062
 QO0062                          SUPERSEDED SURVEY CONTROL
 QO0062
 QO0062  NGVD 29 (??/??/92)  312.504  (m)         1025.27   (f) ADJ UNCH    2 0
 QO0062
 QO0062.Superseded values are not recommended for survey control.
 QO0062
 QO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0062.See file dsdata.pdf to determine how the superseded data were derived.
 QO0062
 QO0062_MARKER: DB = BENCH MARK DISK
 QO0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0062_STAMPING: C 50 1934
 QO0062_MARK LOGO: CGS
 QO0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0062+STABILITY: SURFACE MOTION
 QO0062
 QO0062  HISTORY     - Date     Condition        Report By
 QO0062  HISTORY     - 1934     MONUMENTED       CGS
 QO0062  HISTORY     - 1975     MARK NOT FOUND   USGS
 QO0062  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 QO0062
 QO0062                          STATION DESCRIPTION
 QO0062
 QO0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0062'5.3 MI E FROM NEW RICHMOND.
 QO0062'5.3 MILES EAST OF NEW RICHMOND DEPOT 14 FEET SOUTH OF CENTER OF MAIN
 QO0062'TRACK OF SOO RY.  73 FEET EAST OF CENTER OF GRADE CROSSING 3 FEET
 QO0062'NORTH OF TELEPHONE POLE 7 1/2 RAILS WEST OF JEWETT DEPOT.
 QO0062
 QO0062                          STATION RECOVERY (1975)
 QO0062
 QO0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QO0062'MARK NOT FOUND.
 QO0062
 QO0062                          STATION RECOVERY (2003)
 QO0062
 QO0062'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 QO0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0283 ***********************************************************************
 PO0283  DESIGNATION -  C 51
 PO0283  PID         -  PO0283
 PO0283  STATE/COUNTY-  WI/DUNN
 PO0283  COUNTRY     -  US
 PO0283  USGS QUAD   -  COLFAX SOUTH (2018)
 PO0283
 PO0283                         *CURRENT SURVEY CONTROL
 PO0283  ______________________________________________________________________
 PO0283* NAD 83(1986) POSITION- 44 59 40.     (N) 091 41 00.     (W)   SCALED
 PO0283* NAVD 88 ORTHO HEIGHT -   299.408 (meters)      982.31  (feet) ADJUSTED
 PO0283  ______________________________________________________________________
 PO0283  GEOID HEIGHT    -        -30.788 (meters)                     GEOID18
 PO0283  DYNAMIC HEIGHT  -        299.378 (meters)      982.21  (feet) COMP
 PO0283  MODELED GRAVITY -    980,508.8   (mgal)                       NAVD 88
 PO0283
 PO0283  VERT ORDER      -  SECOND    CLASS 0
 PO0283
 PO0283.The horizontal coordinates were scaled from a map and have
 PO0283.an estimated accuracy of +/- 6 seconds.
 PO0283
 PO0283.The orthometric height was determined by differential leveling and
 PO0283.adjusted by the NATIONAL GEODETIC SURVEY
 PO0283.in June 1991.
 PO0283
 PO0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0283.GEOID18 height accuracy estimate available here.
 PO0283
 PO0283.Click photographs - Photos may exist for this station.
 PO0283
 PO0283.The dynamic height is computed by dividing the NAVD 88
 PO0283.geopotential number by the normal gravity value computed on the
 PO0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0283.degrees latitude (g = 980.6199 gals.).
 PO0283
 PO0283.The modeled gravity was interpolated from observed gravity values.
 PO0283
 PO0283;                    North         East    Units  Estimated Accuracy
 PO0283;SPC WI C     -   130,400.      467,280.      MT  (+/- 180 meters Scaled)
 PO0283
 PO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK037831(NAD 83)
 PO0283
 PO0283                          SUPERSEDED SURVEY CONTROL
 PO0283
 PO0283  NGVD 29 (??/??/92)  299.383  (m)          982.23   (f) ADJ UNCH    2 0
 PO0283
 PO0283.Superseded values are not recommended for survey control.
 PO0283
 PO0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0283.See file dsdata.pdf to determine how the superseded data were derived.
 PO0283
 PO0283_MARKER: DB = BENCH MARK DISK
 PO0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0283_STAMPING: C 51 1934
 PO0283_MARK LOGO: CGS
 PO0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0283+STABILITY: SURFACE MOTION
 PO0283
 PO0283  HISTORY     - Date     Condition        Report By
 PO0283  HISTORY     - 1934     MONUMENTED       CGS
 PO0283  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0283
 PO0283                          STATION DESCRIPTION
 PO0283
 PO0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0283'2.1 MI E FROM COLFAX.
 PO0283'2.1 MILES EAST OF COLFAX DEPOT 44 FEET NORTH OF CENTER OF MAIN
 PO0283'TRACK OF SOO RY.  29 FEET WEST OF CENTER OF PRIVATE GRADE
 PO0283'CROSSING AT MILE POST 366.9.
 PO0283
 PO0283                          STATION RECOVERY (1972)
 PO0283
 PO0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0102 ***********************************************************************
 QN0102  DESIGNATION -  C 53
 QN0102  PID         -  QN0102
 QN0102  STATE/COUNTY-  WI/TAYLOR
 QN0102  COUNTRY     -  US
 QN0102  USGS QUAD   -  MEDFORD (2018)
 QN0102
 QN0102                         *CURRENT SURVEY CONTROL
 QN0102  ______________________________________________________________________
 QN0102* NAD 83(1986) POSITION- 45 14 08.     (N) 090 19 28.     (W)   SCALED
 QN0102* NAVD 88 ORTHO HEIGHT -   453.148 (meters)     1486.70  (feet) ADJUSTED
 QN0102  ______________________________________________________________________
 QN0102  GEOID HEIGHT    -        -31.388 (meters)                     GEOID18
 QN0102  DYNAMIC HEIGHT  -        453.114 (meters)     1486.59  (feet) COMP
 QN0102  MODELED GRAVITY -    980,529.1   (mgal)                       NAVD 88
 QN0102
 QN0102  VERT ORDER      -  SECOND    CLASS 0
 QN0102
 QN0102.The horizontal coordinates were scaled from a map and have
 QN0102.an estimated accuracy of +/- 6 seconds.
 QN0102
 QN0102.The orthometric height was determined by differential leveling and
 QN0102.adjusted by the NATIONAL GEODETIC SURVEY
 QN0102.in June 1991.
 QN0102
 QN0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0102.GEOID18 height accuracy estimate available here.
 QN0102
 QN0102.Click photographs - Photos may exist for this station.
 QN0102
 QN0102.The dynamic height is computed by dividing the NAVD 88
 QN0102.geopotential number by the normal gravity value computed on the
 QN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0102.degrees latitude (g = 980.6199 gals.).
 QN0102
 QN0102.The modeled gravity was interpolated from observed gravity values.
 QN0102
 QN0102;                    North         East    Units  Estimated Accuracy
 QN0102;SPC WI C     -   155,870.      574,530.      MT  (+/- 180 meters Scaled)
 QN0102
 QN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL100126(NAD 83)
 QN0102
 QN0102                          SUPERSEDED SURVEY CONTROL
 QN0102
 QN0102  NGVD 29 (??/??/92)  453.151  (m)         1486.71   (f) ADJ UNCH    2 0
 QN0102
 QN0102.Superseded values are not recommended for survey control.
 QN0102
 QN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0102.See file dsdata.pdf to determine how the superseded data were derived.
 QN0102
 QN0102_MARKER: DB = BENCH MARK DISK
 QN0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0102_STAMPING: C 53 1934
 QN0102_MARK LOGO: CGS
 QN0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0102+STABILITY: SURFACE MOTION
 QN0102
 QN0102  HISTORY     - Date     Condition        Report By
 QN0102  HISTORY     - 1934     MONUMENTED       CGS
 QN0102  HISTORY     - 1966     POOR             USGS
 QN0102
 QN0102                          STATION DESCRIPTION
 QN0102
 QN0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0102'0.9 MI N FROM WHITTLESEY.
 QN0102'0.9 MILE NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0102'MARIE RAILWAY FROM THE STATION AT WHITTLESEY, TAYLOR COUNTY,
 QN0102'4 POLES SOUTH OF MILEPOST 324, 500 FEET EAST OF A RED BRICK
 QN0102'HOUSE, AT A ROAD CROSSING, 25 FEET EAST OF CROSSING POST A 323 R,
 QN0102'18 FEET SOUTH OF THE ROAD, 32 FEET EAST OF THE CENTERLINE OF THE
 QN0102'TRACK, AND IN A FENCE CORNER.  A STANDARD DISK, STAMPED C 53 1934
 QN0102'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE POST IS
 QN0102'LEANING AND VERY LOOSE.  APPARENTLY THE MARK HAS BEEN FROST-HEAVED.
 QN0102
 QN0102                          STATION RECOVERY (1966)
 QN0102
 QN0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QN0102'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0175 ***********************************************************************
 PO0175  DESIGNATION -  C 54
 PO0175  PID         -  PO0175
 PO0175  STATE/COUNTY-  WI/JACKSON
 PO0175  COUNTRY     -  US
 PO0175  USGS QUAD   -  FAIRCHILD (2018)
 PO0175
 PO0175                         *CURRENT SURVEY CONTROL
 PO0175  ______________________________________________________________________
 PO0175* NAD 83(1986) POSITION- 44 34 56.     (N) 090 57 15.     (W)   SCALED
 PO0175* NAVD 88 ORTHO HEIGHT -   330.323 (meters)     1083.73  (feet) ADJUSTED
 PO0175  ______________________________________________________________________
 PO0175  GEOID HEIGHT    -        -32.227 (meters)                     GEOID18
 PO0175  DYNAMIC HEIGHT  -        330.275 (meters)     1083.58  (feet) COMP
 PO0175  MODELED GRAVITY -    980,462.8   (mgal)                       NAVD 88
 PO0175
 PO0175  VERT ORDER      -  SECOND    CLASS 0
 PO0175
 PO0175.The horizontal coordinates were scaled from a map and have
 PO0175.an estimated accuracy of +/- 6 seconds.
 PO0175
 PO0175.The orthometric height was determined by differential leveling and
 PO0175.adjusted by the NATIONAL GEODETIC SURVEY
 PO0175.in June 1991.
 PO0175
 PO0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0175.GEOID18 height accuracy estimate available here.
 PO0175
 PO0175.Click photographs - Photos may exist for this station.
 PO0175
 PO0175.The dynamic height is computed by dividing the NAVD 88
 PO0175.geopotential number by the normal gravity value computed on the
 PO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0175.degrees latitude (g = 980.6199 gals.).
 PO0175
 PO0175.The modeled gravity was interpolated from observed gravity values.
 PO0175
 PO0175;                    North         East    Units  Estimated Accuracy
 PO0175;SPC WI C     -    83,660.      524,230.      MT  (+/- 180 meters Scaled)
 PO0175
 PO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK624385(NAD 83)
 PO0175
 PO0175                          SUPERSEDED SURVEY CONTROL
 PO0175
 PO0175  NGVD 29 (??/??/92)  330.312  (m)         1083.70   (f) ADJ UNCH    2 0
 PO0175
 PO0175.Superseded values are not recommended for survey control.
 PO0175
 PO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0175.See file dsdata.pdf to determine how the superseded data were derived.
 PO0175
 PO0175_MARKER: DB = BENCH MARK DISK
 PO0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0175_STAMPING: C 54 1934
 PO0175_MARK LOGO: CGS
 PO0175_PROJECTION: FLUSH
 PO0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0175+STABILITY: SURFACE MOTION
 PO0175
 PO0175  HISTORY     - Date     Condition        Report By
 PO0175  HISTORY     - 1934     MONUMENTED       CGS
 PO0175  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0175  HISTORY     - 20031106 MARK NOT FOUND   WIDT
 PO0175
 PO0175                          STATION DESCRIPTION
 PO0175
 PO0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0175'1.3 MI SE FROM FAIRCHILD.
 PO0175'JACKSON COUNTY, 1.3 MILES SOUTHEAST ALONG THE CHICAGO, SAINT
 PO0175'PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM FAIRCHILD, EAU CLAIRE
 PO0175'COUNTY, 13-1/2 POLES SOUTHEAST OF MILEPOST 120, AT A ROAD CROSSING
 PO0175'15 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND TRACK, AND
 PO0175'10 FEET NORTH OF THE ROAD.  A STANDARD DISK, STAMPED C 54 1934
 PO0175'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PO0175
 PO0175                          STATION RECOVERY (1977)
 PO0175
 PO0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0175'MARK NOT FOUND.
 PO0175
 PO0175                          STATION RECOVERY (2003)
 PO0175
 PO0175'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0175'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0155 ***********************************************************************
 PO0155  DESIGNATION -  C 55
 PO0155  PID         -  PO0155
 PO0155  STATE/COUNTY-  WI/MONROE
 PO0155  COUNTRY     -  US
 PO0155  USGS QUAD   -  WARRENS WEST (2018)
 PO0155
 PO0155                         *CURRENT SURVEY CONTROL
 PO0155  ______________________________________________________________________
 PO0155* NAD 83(1986) POSITION- 44 08 17.78   (N) 090 31 00.24   (W)   HD_HELD1
 PO0155* NAVD 88 ORTHO HEIGHT -   311.337 (meters)     1021.44  (feet) ADJUSTED
 PO0155  ______________________________________________________________________
 PO0155  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 PO0155  DYNAMIC HEIGHT  -        311.273 (meters)     1021.23  (feet) COMP
 PO0155  MODELED GRAVITY -    980,407.1   (mgal)                       NAVD 88
 PO0155
 PO0155  VERT ORDER      -  SECOND    CLASS I
 PO0155
 PO0155.The horizontal coordinates were determined by differentially corrected
 PO0155.hand held GPS observations or other comparable positioning techniques
 PO0155.and have an estimated accuracy of +/- 3 meters.
 PO0155
 PO0155.The orthometric height was determined by differential leveling and
 PO0155.adjusted by the WI DEPT OF TRANSP
 PO0155.in May 2012.
 PO0155
 PO0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0155.GEOID18 height accuracy estimate available here.
 PO0155
 PO0155.Click photographs - Photos may exist for this station.
 PO0155
 PO0155.The dynamic height is computed by dividing the NAVD 88
 PO0155.geopotential number by the normal gravity value computed on the
 PO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0155.degrees latitude (g = 980.6199 gals.).
 PO0155
 PO0155.The modeled gravity was interpolated from observed gravity values.
 PO0155
 PO0155;                    North         East    Units  Estimated Accuracy
 PO0155;SPC WI S     -   237,679.1     558,650.8     MT  (+/- 3 meters HH1 GPS) 
 PO0155
 PO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9863290229(NAD 83)
 PO0155
 PO0155                          SUPERSEDED SURVEY CONTROL
 PO0155
 PO0155  NAVD 88 (07/08/08)  311.323  (m)         1021.40   (f) SUPERSEDED  2 1
 PO0155  NAVD 88 (06/15/91)  311.338  (m)         1021.45   (f) SUPERSEDED  2 0
 PO0155  NGVD 29 (??/??/92)  311.333  (m)         1021.43   (f) ADJ UNCH    2 0
 PO0155
 PO0155.Superseded values are not recommended for survey control.
 PO0155
 PO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0155.See file dsdata.pdf to determine how the superseded data were derived.
 PO0155
 PO0155_MARKER: DB = BENCH MARK DISK
 PO0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0155_STAMPING: C 55 1934
 PO0155_MARK LOGO: CGS
 PO0155_PROJECTION: FLUSH
 PO0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0155+STABILITY: SURFACE MOTION
 PO0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0155+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 PO0155
 PO0155  HISTORY     - Date     Condition        Report By
 PO0155  HISTORY     - 1934     MONUMENTED       CGS
 PO0155  HISTORY     - 20060801 GOOD             WIDT
 PO0155  HISTORY     - 20100920 GOOD             WIDT
 PO0155
 PO0155                          STATION DESCRIPTION
 PO0155
 PO0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0155'1 MI N FROM WARRENS.
 PO0155'1.0 MILE NORTH OF BY RAILROAD ALONG THE CHICAGO MINNEAPOLIS ST
 PO0155'PAUL AND OMAHA RR 27 FEET EAST OF CENTER OF NORTHBOUND TRACK
 PO0155'40 FEET NORTH OF COUNTY ROAD CROSSING 4 FEET EAST OF TELEGRAPH
 PO0155'POLE 163 + 5 1 IN ABOVE THE GROUND.
 PO0155
 PO0155                          STATION RECOVERY (2006)
 PO0155
 PO0155'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0155'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY EW AND COUNTY
 PO0155'HIGHWAY O SOUTH (GRANT STREET) WITH COUNTY HIGHWAY O NORTH (FRANCES
 PO0155'STREET) IN THE VILLAGE OF WARRENS, GO WEST ON COUNTY HIGHWAY O
 PO0155'(FRANCES STREET) FOR 0.15 MI (0.2 KM) TO MAIN STREET, TURN LEFT AND GO
 PO0155'SOUTH ON MAIN STREET FOR 0.05 MI (0.1 KM) TO PINE STREET ON THE RIGHT,
 PO0155'TURN RIGHT AND GO NORTHWEST ON PINE STREET (PINE STREET BECOMES ASPEN
 PO0155'AVENUE) FOR 0.9 MI (1.4 KM) TO ATLANTIC ROAD ON THE RIGHT, TURN RIGHT
 PO0155'AND GO NORTH ON ATLANTIC ROAD FOR 0.25 MI (0.4 KM) TO A RAILROAD
 PO0155'CROSSING AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE COAST
 PO0155'AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 15-CM (6 INCH)
 PO0155'SQUARE CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 PO0155'THE ROAD PAVEMENT.  THE STATION IS 6 M (19.7 FT) SOUTHWEST OF THE
 PO0155'CENTERLINE OF ATLANTIC ROAD, 10 M (32.8 FT) NORTHEAST OF THE RAILROAD
 PO0155'TRACKS, AND 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST WITH A WHITE
 PO0155'PLAQUE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 PO0155'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 PO0155
 PO0155                          STATION RECOVERY (2010)
 PO0155
 PO0155'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PO0155'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.7 M NORTHWEST OF
 PO0155'A WHITE PLASTIC WITNESS POST AND 0.3 M SOUTHEAST OF A STEEL POST AND
 PO0155'AN ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0187 ***********************************************************************
 PO0187  DESIGNATION -  C 56
 PO0187  PID         -  PO0187
 PO0187  STATE/COUNTY-  WI/CLARK
 PO0187  COUNTRY     -  US
 PO0187  USGS QUAD   -  COLUMBIA (2018)
 PO0187
 PO0187                         *CURRENT SURVEY CONTROL
 PO0187  ______________________________________________________________________
 PO0187* NAD 83(1986) POSITION- 44 31 56.     (N) 090 40 25.     (W)   SCALED
 PO0187* NAVD 88 ORTHO HEIGHT -   301.528 (meters)      989.26  (feet) ADJUSTED
 PO0187  ______________________________________________________________________
 PO0187  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 PO0187  DYNAMIC HEIGHT  -        301.482 (meters)      989.11  (feet) COMP
 PO0187  MODELED GRAVITY -    980,460.1   (mgal)                       NAVD 88
 PO0187
 PO0187  VERT ORDER      -  SECOND    CLASS 0
 PO0187
 PO0187.The horizontal coordinates were scaled from a map and have
 PO0187.an estimated accuracy of +/- 6 seconds.
 PO0187
 PO0187.The orthometric height was determined by differential leveling and
 PO0187.adjusted by the NATIONAL GEODETIC SURVEY
 PO0187.in June 1991.
 PO0187
 PO0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0187.GEOID18 height accuracy estimate available here.
 PO0187
 PO0187.Click photographs - Photos may exist for this station.
 PO0187
 PO0187.The dynamic height is computed by dividing the NAVD 88
 PO0187.geopotential number by the normal gravity value computed on the
 PO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0187.degrees latitude (g = 980.6199 gals.).
 PO0187
 PO0187.The modeled gravity was interpolated from observed gravity values.
 PO0187
 PO0187;                    North         East    Units  Estimated Accuracy
 PO0187;SPC WI C     -    77,880.      546,460.      MT  (+/- 180 meters Scaled)
 PO0187
 PO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK848336(NAD 83)
 PO0187
 PO0187                          SUPERSEDED SURVEY CONTROL
 PO0187
 PO0187  NGVD 29 (??/??/92)  301.532  (m)          989.28   (f) ADJ UNCH    2 0
 PO0187
 PO0187.Superseded values are not recommended for survey control.
 PO0187
 PO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0187.See file dsdata.pdf to determine how the superseded data were derived.
 PO0187
 PO0187_MARKER: DB = BENCH MARK DISK
 PO0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0187_STAMPING: C 56 1934
 PO0187_MARK LOGO: CGS
 PO0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0187+STABILITY: SURFACE MOTION
 PO0187
 PO0187  HISTORY     - Date     Condition        Report By
 PO0187  HISTORY     - 1934     MONUMENTED       CGS
 PO0187
 PO0187                          STATION DESCRIPTION
 PO0187
 PO0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0187'2.2 MI SW FROM SYDNEY.
 PO0187'ABOUT 2.2 MILES SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 PO0187'AND OMAHA RAILWAY FROM SYDNEY, CLARK COUNTY, 45 FEET WEST OF
 PO0187'MILEPOST 10+10, ABOUT 3 RAILS NORTHEAST OF A PRIVATE-ROAD
 PO0187'CROSSING, 18 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 19
 PO0187'FEET EAST OF A FENCE LINE.  A STANDARD DISK, STAMPED C 56 1934
 PO0187'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0299 ***********************************************************************
 PO0299  DESIGNATION -  C 58
 PO0299  PID         -  PO0299
 PO0299  STATE/COUNTY-  WI/DUNN
 PO0299  COUNTRY     -  US
 PO0299  USGS QUAD   -  ROCK FALLS (2018)
 PO0299
 PO0299                         *CURRENT SURVEY CONTROL
 PO0299  ______________________________________________________________________
 PO0299* NAD 83(1986) POSITION- 44 44 58.     (N) 091 42 15.     (W)   SCALED
 PO0299* NAVD 88 ORTHO HEIGHT -   227.693 (meters)      747.02  (feet) ADJUSTED
 PO0299  ______________________________________________________________________
 PO0299  GEOID HEIGHT    -        -30.709 (meters)                     GEOID18
 PO0299  DYNAMIC HEIGHT  -        227.671 (meters)      746.95  (feet) COMP
 PO0299  MODELED GRAVITY -    980,515.7   (mgal)                       NAVD 88
 PO0299
 PO0299  VERT ORDER      -  SECOND    CLASS 0
 PO0299
 PO0299.The horizontal coordinates were scaled from a map and have
 PO0299.an estimated accuracy of +/- 6 seconds.
 PO0299
 PO0299.The orthometric height was determined by differential leveling and
 PO0299.adjusted by the NATIONAL GEODETIC SURVEY
 PO0299.in June 1991.
 PO0299
 PO0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0299.GEOID18 height accuracy estimate available here.
 PO0299
 PO0299.Click photographs - Photos may exist for this station.
 PO0299
 PO0299.The dynamic height is computed by dividing the NAVD 88
 PO0299.geopotential number by the normal gravity value computed on the
 PO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0299.degrees latitude (g = 980.6199 gals.).
 PO0299
 PO0299.The modeled gravity was interpolated from observed gravity values.
 PO0299
 PO0299;                    North         East    Units  Estimated Accuracy
 PO0299;SPC WI C     -   103,210.      465,070.      MT  (+/- 180 meters Scaled)
 PO0299
 PO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK025559(NAD 83)
 PO0299
 PO0299                          SUPERSEDED SURVEY CONTROL
 PO0299
 PO0299  NGVD 29 (??/??/92)  227.672  (m)          746.95   (f) ADJ UNCH    2 0
 PO0299
 PO0299.Superseded values are not recommended for survey control.
 PO0299
 PO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0299.See file dsdata.pdf to determine how the superseded data were derived.
 PO0299
 PO0299_MARKER: DB = BENCH MARK DISK
 PO0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0299_STAMPING: C 58 1934
 PO0299_MARK LOGO: CGS
 PO0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0299+STABILITY: SURFACE MOTION
 PO0299
 PO0299  HISTORY     - Date     Condition        Report By
 PO0299  HISTORY     - 1934     MONUMENTED       CGS
 PO0299  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0299  HISTORY     - 20031202 MARK NOT FOUND   WIDT
 PO0299
 PO0299                          STATION DESCRIPTION
 PO0299
 PO0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0299'2.1 MI W FROM CARYVILLE.
 PO0299'2.1 MILES WEST OF CARYVILLE DEPOT 11 FEET NORTH OF CENTER OF MAIN
 PO0299'TRACK OF C. M. ST. P. AND P. RY. 24 FEET SOUTH OF GATE POST AT
 PO0299'MILE POST 35.6.
 PO0299
 PO0299                          STATION RECOVERY (1972)
 PO0299
 PO0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0299'MARK NOT FOUND.
 PO0299
 PO0299                          STATION RECOVERY (2003)
 PO0299
 PO0299'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0299'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP0589 ***********************************************************************
 PP0589  DESIGNATION -  C 59
 PP0589  PID         -  PP0589
 PP0589  STATE/COUNTY-  WI/PIERCE
 PP0589  COUNTRY     -  US
 PP0589  USGS QUAD   -  RIVER FALLS EAST (2018)
 PP0589
 PP0589                         *CURRENT SURVEY CONTROL
 PP0589  ______________________________________________________________________
 PP0589* NAD 83(1986) POSITION- 44 46 16.     (N) 092 30 25.     (W)   SCALED
 PP0589* NAVD 88 ORTHO HEIGHT -   297.541 (meters)      976.18  (feet) ADJUSTED
 PP0589  ______________________________________________________________________
 PP0589  GEOID HEIGHT    -        -30.218 (meters)                     GEOID18
 PP0589  DYNAMIC HEIGHT  -        297.498 (meters)      976.04  (feet) COMP
 PP0589  MODELED GRAVITY -    980,464.6   (mgal)                       NAVD 88
 PP0589
 PP0589  VERT ORDER      -  SECOND    CLASS 0
 PP0589
 PP0589.The horizontal coordinates were scaled from a map and have
 PP0589.an estimated accuracy of +/- 6 seconds.
 PP0589
 PP0589.The orthometric height was determined by differential leveling and
 PP0589.adjusted by the NATIONAL GEODETIC SURVEY
 PP0589.in June 1991.
 PP0589
 PP0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0589.GEOID18 height accuracy estimate available here.
 PP0589
 PP0589.Click photographs - Photos may exist for this station.
 PP0589
 PP0589.The dynamic height is computed by dividing the NAVD 88
 PP0589.geopotential number by the normal gravity value computed on the
 PP0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0589.degrees latitude (g = 980.6199 gals.).
 PP0589
 PP0589.The modeled gravity was interpolated from observed gravity values.
 PP0589
 PP0589;                    North         East    Units  Estimated Accuracy
 PP0589;SPC WI C     -   107,270.      401,590.      MT  (+/- 180 meters Scaled)
 PP0589
 PP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK390576(NAD 83)
 PP0589
 PP0589                          SUPERSEDED SURVEY CONTROL
 PP0589
 PP0589  NGVD 29 (??/??/92)  297.527  (m)          976.14   (f) ADJ UNCH    2 0
 PP0589
 PP0589.Superseded values are not recommended for survey control.
 PP0589
 PP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0589.See file dsdata.pdf to determine how the superseded data were derived.
 PP0589
 PP0589_MARKER: DB = BENCH MARK DISK
 PP0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0589_STAMPING: C 59 1934
 PP0589_MARK LOGO: CGS
 PP0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0589+STABILITY: SURFACE MOTION
 PP0589
 PP0589  HISTORY     - Date     Condition        Report By
 PP0589  HISTORY     - 1934     MONUMENTED       CGS
 PP0589  HISTORY     - 1974     MARK NOT FOUND   USGS
 PP0589  HISTORY     - 20040105 MARK NOT FOUND   WIDT
 PP0589
 PP0589                          STATION DESCRIPTION
 PP0589
 PP0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PP0589'IN BELDENVILLE.
 PP0589'ALONG THE CHICAGO MINNEAPOLIS ST PAUL AND OMAHA RR (ELLSWORTH BRANCH)
 PP0589'45 FEET EAST OF CENTER OF TRACK 30 FEET SOUTH OF COUNTY ROAD CROSSING
 PP0589'1 POLE SOUTH OF MP HUD 21 6 POLES NORTH OF BELDENVILLE SWITCH AND
 PP0589'SIDING 2 IN. ABOVE THE GROUND.
 PP0589
 PP0589                          STATION RECOVERY (1974)
 PP0589
 PP0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PP0589'MARK NOT FOUND.
 PP0589
 PP0589                          STATION RECOVERY (2004)
 PP0589
 PP0589'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (MJB)
 PP0589'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0093 ***********************************************************************
 PN0093  DESIGNATION -  C 6
 PN0093  PID         -  PN0093
 PN0093  STATE/COUNTY-  WI/BROWN
 PN0093  COUNTRY     -  US
 PN0093  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0093
 PN0093                         *CURRENT SURVEY CONTROL
 PN0093  ______________________________________________________________________
 PN0093* NAD 83(1991) POSITION- 44 33 33.42109(N) 088 03 23.87506(W)   ADJUSTED
 PN0093* NAVD 88 ORTHO HEIGHT -   178.091 (meters)      584.29  (feet) ADJUSTED
 PN0093  ______________________________________________________________________
 PN0093  GEOID HEIGHT    -        -36.263 (meters)                     GEOID18
 PN0093  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 PN0093  DYNAMIC HEIGHT  -        178.070 (meters)      584.22  (feet) COMP
 PN0093  MODELED GRAVITY -    980,494.4   (mgal)                       NAVD 88
 PN0093
 PN0093  HORZ ORDER      -  SECOND
 PN0093  VERT ORDER      -  FIRST     CLASS II
 PN0093
 PN0093.The horizontal coordinates were established by classical geodetic methods
 PN0093.and adjusted by the National Geodetic Survey in November 1991.
 PN0093
 PN0093.The orthometric height was determined by differential leveling and
 PN0093.adjusted by the NATIONAL GEODETIC SURVEY
 PN0093.in June 1991.
 PN0093
 PN0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0093.GEOID18 height accuracy estimate available here.
 PN0093
 PN0093.Click photographs - Photos may exist for this station.
 PN0093
 PN0093.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0093
 PN0093.The dynamic height is computed by dividing the NAVD 88
 PN0093.geopotential number by the normal gravity value computed on the
 PN0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0093.degrees latitude (g = 980.6199 gals.).
 PN0093
 PN0093.The modeled gravity was interpolated from observed gravity values.
 PN0093
 PN0093. The following values were computed from the NAD 83(1991) position.
 PN0093
 PN0093;                    North         East     Units Scale Factor Converg.
 PN0093;SPC WI C     -    82,513.487   754,376.968   MT  0.99995592   +1 22 16.3
 PN0093;SPC WI C     -   270,713.00  2,474,985.10   sFT  0.99995592   +1 22 16.3
 PN0093;UTM  16      - 4,934,537.237   416,085.219   MT  0.99968659   -0 44 29.1
 PN0093
 PN0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0093!SPC WI C     -   0.99997776  x   0.99995592  =   0.99993368
 PN0093!UTM  16      -   0.99997776  x   0.99968659  =   0.99966436
 PN0093
 PN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1608534537(NAD 83)
 PN0093
 PN0093                          SUPERSEDED SURVEY CONTROL
 PN0093
 PN0093  NAD 83(1986)-  44 33 33.41324(N)    088 03 23.86262(W) AD(       ) 2
 PN0093  NAD 27      -  44 33 33.43700(N)    088 03 23.47200(W) AD(       ) 2
 PN0093  NGVD 29 (??/??/92)  178.127  (m)          584.41   (f) ADJ UNCH    1 2
 PN0093  NGVD 29             178.13   (m)          584.4    (f) LEVELING    3  
 PN0093
 PN0093.Superseded values are not recommended for survey control.
 PN0093
 PN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0093.See file dsdata.pdf to determine how the superseded data were derived.
 PN0093
 PN0093_MARKER: DB = BENCH MARK DISK
 PN0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0093_STAMPING: 584.405 C 6 1930
 PN0093_MARK LOGO: CGS
 PN0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0093+STABILITY: SURFACE MOTION
 PN0093
 PN0093  HISTORY     - Date     Condition        Report By
 PN0093  HISTORY     - 1930     MONUMENTED       CGS
 PN0093  HISTORY     - 1953     GOOD             CGS
 PN0093  HISTORY     - 1953     GOOD             CGS
 PN0093  HISTORY     - 1972     MARK NOT FOUND   NGS
 PN0093  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0093  HISTORY     - 20050815 MARK NOT FOUND   WIDT
 PN0093
 PN0093                          STATION DESCRIPTION
 PN0093
 PN0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PN0093'SEE STATION GREEN BAY WEST BASE
 PN0093
 PN0093                          STATION RECOVERY (1953)
 PN0093
 PN0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 PN0093'0.5 MI S FROM DUCK CREEK.
 PN0093'0.5 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PN0093'THE STATION AT DUCK CREEK, BROWN COUNTY, AT A GRAVEL-ROAD
 PN0093'CROSSING, 40.9 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 27.6
 PN0093'FEET NORTH OF THE NORTH RAIL.  NOTE-- THE DATE 1930 ORIGINALLY
 PN0093'STAMPED ON THE DISK HAS BEEN BATTERED AND IS NO LONGER LEGIBLE.
 PN0093
 PN0093                          STATION RECOVERY (1972)
 PN0093
 PN0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PN0093'MARK NOT FOUND.
 PN0093
 PN0093                          STATION RECOVERY (2003)
 PN0093
 PN0093'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0093'MARK NOT FOUND.
 PN0093
 PN0093                          STATION RECOVERY (2005)
 PN0093
 PN0093'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0093'NOT FOUND.  ADD--THERE IS A C 6 RESET STATION THAT CURRENTLY EXISTS,
 PN0093'WHICH GIVES REASON TO BELIEVE THAT THE ORIGINAL C 6 STATION WAS
 PN0093'DESTROYED AT A POINT IN TIME.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0094 ***********************************************************************
 PN0094  DESIGNATION -  C 6 RESET
 PN0094  PID         -  PN0094
 PN0094  STATE/COUNTY-  WI/BROWN
 PN0094  COUNTRY     -  US
 PN0094  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0094
 PN0094                         *CURRENT SURVEY CONTROL
 PN0094  ______________________________________________________________________
 PN0094* NAD 83(1991) POSITION- 44 33 31.34791(N) 088 03 20.86861(W)   NO CHECK
 PN0094* NAVD 88 ORTHO HEIGHT -   178.060 (meters)      584.19  (feet) ADJUSTED
 PN0094  ______________________________________________________________________
 PN0094  GEOID HEIGHT    -        -36.262 (meters)                     GEOID18
 PN0094  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 PN0094  DYNAMIC HEIGHT  -        178.038 (meters)      584.11  (feet) COMP
 PN0094  MODELED GRAVITY -    980,494.4   (mgal)                       NAVD 88
 PN0094
 PN0094  HORZ ORDER      -  SECOND
 PN0094  VERT ORDER      -  FIRST     CLASS 0
 PN0094
 PN0094.The horizontal coordinates were established by classical geodetic methods
 PN0094.and adjusted by the National Geodetic Survey in November 1991.
 PN0094
 PN0094.No horizontal observational check was made to the station.
 PN0094
 PN0094.The orthometric height was determined by differential leveling and
 PN0094.adjusted by the NATIONAL GEODETIC SURVEY
 PN0094.in June 1991.
 PN0094
 PN0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0094.GEOID18 height accuracy estimate available here.
 PN0094
 PN0094.Click photographs - Photos may exist for this station.
 PN0094
 PN0094.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0094
 PN0094.The dynamic height is computed by dividing the NAVD 88
 PN0094.geopotential number by the normal gravity value computed on the
 PN0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0094.degrees latitude (g = 980.6199 gals.).
 PN0094
 PN0094.The modeled gravity was interpolated from observed gravity values.
 PN0094
 PN0094. The following values were computed from the NAD 83(1991) position.
 PN0094
 PN0094;                    North         East     Units Scale Factor Converg.
 PN0094;SPC WI C     -    82,451.102   754,444.828   MT  0.99995597   +1 22 18.4
 PN0094;SPC WI C     -   270,508.32  2,475,207.74   sFT  0.99995597   +1 22 18.4
 PN0094;UTM  16      - 4,934,472.410   416,150.715   MT  0.99968646   -0 44 27.0
 PN0094
 PN0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0094!SPC WI C     -   0.99997777  x   0.99995597  =   0.99993374
 PN0094!UTM  16      -   0.99997777  x   0.99968646  =   0.99966423
 PN0094
 PN0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1615034472(NAD 83)
 PN0094
 PN0094                          SUPERSEDED SURVEY CONTROL
 PN0094
 PN0094  NAD 83(1986)-  44 33 31.34007(N)    088 03 20.85619(W) AD(       ) 2
 PN0094  NAD 27      -  44 33 31.36400(N)    088 03 20.46600(W) AD(       ) 2
 PN0094  NGVD 29             177.99   (m)          584.0    (f) LEVELING    3  
 PN0094
 PN0094.Superseded values are not recommended for survey control.
 PN0094
 PN0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0094.See file dsdata.pdf to determine how the superseded data were derived.
 PN0094
 PN0094_MARKER: DB = BENCH MARK DISK
 PN0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0094_STAMPING: C 6 RESET 1964
 PN0094_MARK LOGO: CGS
 PN0094_PROJECTION: FLUSH
 PN0094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0094+STABILITY: SURFACE MOTION
 PN0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0094+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PN0094
 PN0094  HISTORY     - Date     Condition        Report By
 PN0094  HISTORY     - 1921     MONUMENTED       CGS
 PN0094  HISTORY     - 1972     GOOD             NGS
 PN0094  HISTORY     - 1985     GOOD             NGS
 PN0094  HISTORY     - 19940503 GOOD             WI-009
 PN0094  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0094  HISTORY     - 20040813 GOOD             USPSQD
 PN0094  HISTORY     - 20050810 GOOD             WIDT
 PN0094
 PN0094                          STATION DESCRIPTION
 PN0094
 PN0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0094'AT HOWARD.
 PN0094'AT HOWARD, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, 0.25
 PN0094'MILE NORTH ALONG U.S. HIGHWAYS 41 AND 141 FROM THE OVERPASS
 PN0094'OVER VELP AVENUE, 110.1 FEET SOUTHEAST OF TRIANGULATION STATION
 PN0094'GREEN BAY WEST BASE 2 DESCRIBED, 38.6 FEET NORTHEAST OF THE
 PN0094'NORTHEAST RAIL, 51 FEET NORTHWEST OF THE 3 RD TELEGRAPH POLE
 PN0094'SOUTHEAST OF THE HIGHWAY OVERPASS OVER THE TRACKS, 0.8 FOOT
 PN0094'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 PN0094'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL
 PN0094'OF THE GROUND.  SECTION 15, T 24 N, R 20 E.
 PN0094
 PN0094                          STATION RECOVERY (1985)
 PN0094
 PN0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0094'RECOVERED IN GOOD CONDITION.
 PN0094
 PN0094                          STATION RECOVERY (1994)
 PN0094
 PN0094'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0094'RECOVERED AS DESCRIBED.  ADDED A WHITE SIGN POST 1 FOOT (0.3 M) EAST
 PN0094'OF MARK.
 PN0094
 PN0094                          STATION RECOVERY (2004)
 PN0094
 PN0094'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0094'MARK NOT FOUND.
 PN0094
 PN0094                          STATION RECOVERY (2004)
 PN0094
 PN0094'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0094'FOUND IN A 15FT TALL STAND OF REEDS
 PN0094
 PN0094                          STATION RECOVERY (2005)
 PN0094
 PN0094'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0094'RECOVERED AS DESCRIBED IN GOOD CONDITION. -ADD-THE STATION IS 0.3 M
 PN0094'SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.  WHITE WITNESS POST WAS
 PN0094'DAMAGED AND REPLACED WITH THE ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0260 ***********************************************************************
 PO0260  DESIGNATION -  C 60
 PO0260  PID         -  PO0260
 PO0260  STATE/COUNTY-  WI/TREMPEALEAU
 PO0260  COUNTRY     -  US
 PO0260  USGS QUAD   -  WHITEHALL (2018)
 PO0260
 PO0260                         *CURRENT SURVEY CONTROL
 PO0260  ______________________________________________________________________
 PO0260* NAD 83(1986) POSITION- 44 22 12.     (N) 091 21 43.     (W)   SCALED
 PO0260* NAVD 88 ORTHO HEIGHT -   240.664 (meters)      789.58  (feet) ADJUSTED
 PO0260  ______________________________________________________________________
 PO0260  GEOID HEIGHT    -        -31.231 (meters)                     GEOID18
 PO0260  DYNAMIC HEIGHT  -        240.634 (meters)      789.48  (feet) COMP
 PO0260  MODELED GRAVITY -    980,486.6   (mgal)                       NAVD 88
 PO0260
 PO0260  VERT ORDER      -  SECOND    CLASS 0
 PO0260
 PO0260.The horizontal coordinates were scaled from a map and have
 PO0260.an estimated accuracy of +/- 6 seconds.
 PO0260
 PO0260.The orthometric height was determined by differential leveling and
 PO0260.adjusted by the NATIONAL GEODETIC SURVEY
 PO0260.in June 1991.
 PO0260
 PO0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0260.GEOID18 height accuracy estimate available here.
 PO0260
 PO0260.Click photographs - Photos may exist for this station.
 PO0260
 PO0260.The dynamic height is computed by dividing the NAVD 88
 PO0260.geopotential number by the normal gravity value computed on the
 PO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0260.degrees latitude (g = 980.6199 gals.).
 PO0260
 PO0260.The modeled gravity was interpolated from observed gravity values.
 PO0260
 PO0260;                    North         East    Units  Estimated Accuracy
 PO0260;SPC WI C     -    60,540.      491,450.      MT  (+/- 180 meters Scaled)
 PO0260
 PO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK305142(NAD 83)
 PO0260
 PO0260                          SUPERSEDED SURVEY CONTROL
 PO0260
 PO0260  NGVD 29 (??/??/92)  240.678  (m)          789.62   (f) ADJ UNCH    2 0
 PO0260
 PO0260.Superseded values are not recommended for survey control.
 PO0260
 PO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0260.See file dsdata.pdf to determine how the superseded data were derived.
 PO0260
 PO0260_MARKER: DB = BENCH MARK DISK
 PO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0260_STAMPING: C 60 1934
 PO0260_MARK LOGO: CGS
 PO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0260+STABILITY: SURFACE MOTION
 PO0260
 PO0260  HISTORY     - Date     Condition        Report By
 PO0260  HISTORY     - 1934     MONUMENTED       CGS
 PO0260  HISTORY     - 20031119 MARK NOT FOUND   WIDT
 PO0260
 PO0260                          STATION DESCRIPTION
 PO0260
 PO0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0260'2.5 MI SW FROM WHITEHALL.
 PO0260'2.5 MILES SOUTHWEST OF BY RAILROAD ALONG THE GREEN BAY AND
 PO0260'WESTERN RR 45 FEET EAST OF STATE HIGHWAY 121 CROSSING 15 FEET
 PO0260'NORTH OF CENTER OF TRACK 5 FEET WEST OF NORTH-SOUTH FENCE LINE
 PO0260'3 IN ABOVE THE GROUND
 PO0260
 PO0260                          STATION RECOVERY (2003)
 PO0260
 PO0260'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1263 ***********************************************************************
 RL1263  DESIGNATION -  C 61
 RL1263  PID         -  RL1263
 RL1263  STATE/COUNTY-  WI/VILAS
 RL1263  COUNTRY     -  US
 RL1263  USGS QUAD   -  CHANEY LAKE (2017)
 RL1263
 RL1263                         *CURRENT SURVEY CONTROL
 RL1263  ______________________________________________________________________
 RL1263* NAD 83(1986) POSITION- 46 15 12.58   (N) 089 53 56.40   (W)   HD_HELD1
 RL1263* NAVD 88 ORTHO HEIGHT -   510.033 (meters)     1673.33  (feet) ADJUSTED
 RL1263  ______________________________________________________________________
 RL1263  GEOID HEIGHT    -        -30.829 (meters)                     GEOID18
 RL1263  DYNAMIC HEIGHT  -        510.030 (meters)     1673.32  (feet) COMP
 RL1263  MODELED GRAVITY -    980,592.1   (mgal)                       NAVD 88
 RL1263
 RL1263  VERT ORDER      -  SECOND    CLASS 0
 RL1263
 RL1263.The horizontal coordinates were determined by differentially corrected
 RL1263.hand held GPS observations or other comparable positioning techniques
 RL1263.and have an estimated accuracy of +/- 3 meters.
 RL1263
 RL1263.The orthometric height was determined by differential leveling and
 RL1263.adjusted by the NATIONAL GEODETIC SURVEY
 RL1263.in June 1991.
 RL1263
 RL1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1263.GEOID18 height accuracy estimate available here.
 RL1263
 RL1263.Click photographs - Photos may exist for this station.
 RL1263
 RL1263.The dynamic height is computed by dividing the NAVD 88
 RL1263.geopotential number by the normal gravity value computed on the
 RL1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1263.degrees latitude (g = 980.6199 gals.).
 RL1263
 RL1263.The modeled gravity was interpolated from observed gravity values.
 RL1263
 RL1263;                    North         East    Units  Estimated Accuracy
 RL1263;SPC WI N     -   120,800.2     607,787.6     MT  (+/- 3 meters HH1 GPS) 
 RL1263
 RL1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7655526298(NAD 83)
 RL1263
 RL1263                          SUPERSEDED SURVEY CONTROL
 RL1263
 RL1263  NGVD 29 (??/??/92)  510.024  (m)         1673.30   (f) ADJ UNCH    2 0
 RL1263
 RL1263.Superseded values are not recommended for survey control.
 RL1263
 RL1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1263.See file dsdata.pdf to determine how the superseded data were derived.
 RL1263
 RL1263_MARKER: DB = BENCH MARK DISK
 RL1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1263_STAMPING: C 61 1948
 RL1263_MARK LOGO: CGS
 RL1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1263+STABILITY: SURFACE MOTION
 RL1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1263+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 RL1263
 RL1263  HISTORY     - Date     Condition        Report By
 RL1263  HISTORY     - 1948     MONUMENTED       CGS
 RL1263  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1263  HISTORY     - 20050919 GOOD             WIDT
 RL1263
 RL1263                          STATION DESCRIPTION
 RL1263
 RL1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1263'2.6 MI N FROM WINCHESTER.
 RL1263'ABOUT 2.65 MILES NORTH AND NORTHEAST ALONG A COUNTY ROAD FROM
 RL1263'THE SCHOOL AT WINCHESTER, ABOUT 0.2 MILE SOUTH OF A PRIVATE
 RL1263'ROAD NORTH, ABOUT 70 YARDS SOUTH OF A CURVE WITH TANGENTS SOUTH
 RL1263'AND NORTHWEST, 70 FEET SOUTH OF A 12-INCH PIPE CULVERT, 20 FEET
 RL1263'WEST OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTH OF A
 RL1263'TRIANGULAR BLAZED 14-INCH HEMLOCK TREE, 6 FEET NORTH OF A
 RL1263'TRIANGULAR BLAZED 11-INCH HARD MAPLE TREE, 22 FEET SOUTH OF A
 RL1263'TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 RL1263'OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1263
 RL1263                          STATION RECOVERY (1996)
 RL1263
 RL1263'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1263'MARK NOT FOUND.
 RL1263
 RL1263                          STATION RECOVERY (2005)
 RL1263
 RL1263'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1263'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 7.2 M WEST OF THE
 RL1263'CENTERLINE OF OLD HWY O ROAD, 1.8 M NORTH OF 0.4 M DIAMETER BLACK ASH
 RL1263'TREE, 0.3 M EAST OF AN ORANGE FIBERGLASS WITNESS POST, AND IS 11 CM
 RL1263'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1076 ***********************************************************************
 RL1076  DESIGNATION -  C 63
 RL1076  PID         -  RL1076
 RL1076  STATE/COUNTY-  WI/VILAS
 RL1076  COUNTRY     -  US
 RL1076  USGS QUAD   -  PIONEER LAKE (2018)
 RL1076
 RL1076                         *CURRENT SURVEY CONTROL
 RL1076  ______________________________________________________________________
 RL1076* NAD 83(1986) POSITION- 46 02 09.8    (N) 089 07 51.5    (W)   HD_HELD2
 RL1076* NAVD 88 ORTHO HEIGHT -   530.069 (meters)     1739.07  (feet) ADJUSTED
 RL1076  ______________________________________________________________________
 RL1076  GEOID HEIGHT    -        -31.625 (meters)                     GEOID18
 RL1076  DYNAMIC HEIGHT  -        530.058 (meters)     1739.03  (feet) COMP
 RL1076  MODELED GRAVITY -    980,576.8   (mgal)                       NAVD 88
 RL1076
 RL1076  VERT ORDER      -  SECOND    CLASS I
 RL1076
 RL1076.The horizontal coordinates were established by autonomous hand held GPS
 RL1076.observations and have an estimated accuracy of +/- 10 meters.
 RL1076
 RL1076.The orthometric height was determined by differential leveling and
 RL1076.adjusted by the NATIONAL GEODETIC SURVEY
 RL1076.in June 1991.
 RL1076
 RL1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1076.GEOID18 height accuracy estimate available here.
 RL1076
 RL1076.Click photographs - Photos may exist for this station.
 RL1076
 RL1076.The dynamic height is computed by dividing the NAVD 88
 RL1076.geopotential number by the normal gravity value computed on the
 RL1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1076.degrees latitude (g = 980.6199 gals.).
 RL1076
 RL1076.The modeled gravity was interpolated from observed gravity values.
 RL1076
 RL1076;                    North         East    Units  Estimated Accuracy
 RL1076;SPC WI N     -    96,995.      667,269.      MT  (+/- 10 meters HH2 GPS)
 RL1076
 RL1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3510200261(NAD 83)
 RL1076
 RL1076                          SUPERSEDED SURVEY CONTROL
 RL1076
 RL1076  NAVD 88 (03/19/14)  530.108  (m)         1739.20   (f) SUPERSEDED  2 1
 RL1076  NGVD 29 (??/??/92)  530.069  (m)         1739.07   (f) ADJ UNCH    2 0
 RL1076
 RL1076.Superseded values are not recommended for survey control.
 RL1076
 RL1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1076.See file dsdata.pdf to determine how the superseded data were derived.
 RL1076
 RL1076_MARKER: DB = BENCH MARK DISK
 RL1076_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RL1076_STAMPING: C 63 1948
 RL1076_MARK LOGO: CGS
 RL1076_PROJECTION: PROJECTING 13 CENTIMETERS
 RL1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1076+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 RL1076
 RL1076  HISTORY     - Date     Condition        Report By
 RL1076  HISTORY     - 1948     MONUMENTED       CGS
 RL1076  HISTORY     - 19970628 GOOD             USPSQD
 RL1076  HISTORY     - 20051005 GOOD             WIDT
 RL1076  HISTORY     - 20130916 GOOD             WIDT
 RL1076  HISTORY     - 20140801 GOOD             WI-125
 RL1076
 RL1076                          STATION DESCRIPTION
 RL1076
 RL1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1076'3.1 MI SW FROM PHELPS.
 RL1076'ABOUT 3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE PHELPS
 RL1076'STATE BANK BUILDING AT PHELPS, ABOUT 0.75 MILE NORTHEAST OF
 RL1076'TWIN LAKES BIBLE CHURCH, AT THE TOP OF A GRADE AND AT THE WEST
 RL1076'CORNER OF A SMALL ROAD SIDE PARK, ABOUT 125 YARDS SOUTHWEST OF
 RL1076'THE Y JUNCTION OF ROADS LEADING SOUTH AND WEST, 38 FEET SOUTHEAST
 RL1076'OF THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTHWEST OF A
 RL1076'GARBAGE PIT AT PARK, 51 FEET WEST OF A LOG TABLE, 2 FEET SOUTHWEST
 RL1076'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND
 RL1076'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL1076
 RL1076                          STATION RECOVERY (1997)
 RL1076
 RL1076'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1076'RECOVERED IN GOOD CONDITION.
 RL1076
 RL1076                          STATION RECOVERY (2005)
 RL1076
 RL1076'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1076'RECOVERED IN GOOD CONDITION.  NOTE THE STATION IS 115.0 M SOUTHWEST OF
 RL1076'THE JUNCTION OF YELLOW BIRCH ROAD AND STATE HIGHWAY 17, 1.0 M NORTH OF
 RL1076'AN ORANGE FIBERGLASS WITNESS POST
 RL1076
 RL1076                          STATION RECOVERY (2013)
 RL1076
 RL1076'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RL1076'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS LOCATED
 RL1076'IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 RL1076'POSTS.
 RL1076
 RL1076                          STATION RECOVERY (2014)
 RL1076
 RL1076'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2014 (ARJ)
 RL1076'SITE IS SUITABLE FOR RTK OBSERVATIONS DURING LEAF-OFF TIMES OF THE
 RL1076'YEAR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL0446 ***********************************************************************
 RL0446  DESIGNATION -  C 64
 RL0446  PID         -  RL0446
 RL0446  STATE/COUNTY-  WI/FOREST
 RL0446  COUNTRY     -  US
 RL0446  USGS QUAD   -  SMOKY LAKE (2017)
 RL0446
 RL0446                         *CURRENT SURVEY CONTROL
 RL0446  ______________________________________________________________________
 RL0446* NAD 83(1986) POSITION- 46 01 33.     (N) 088 54 07.     (W)   SCALED
 RL0446* NAVD 88 ORTHO HEIGHT -   489.410 (meters)     1605.67  (feet) ADJUSTED
 RL0446  ______________________________________________________________________
 RL0446  GEOID HEIGHT    -        -31.855 (meters)                     GEOID18
 RL0446  DYNAMIC HEIGHT  -        489.407 (meters)     1605.66  (feet) COMP
 RL0446  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 RL0446
 RL0446  VERT ORDER      -  SECOND    CLASS 0
 RL0446
 RL0446.The horizontal coordinates were scaled from a map and have
 RL0446.an estimated accuracy of +/- 6 seconds.
 RL0446
 RL0446.The orthometric height was determined by differential leveling and
 RL0446.adjusted by the NATIONAL GEODETIC SURVEY
 RL0446.in June 1991.
 RL0446
 RL0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL0446.GEOID18 height accuracy estimate available here.
 RL0446
 RL0446.Click photographs - Photos may exist for this station.
 RL0446
 RL0446.The dynamic height is computed by dividing the NAVD 88
 RL0446.geopotential number by the normal gravity value computed on the
 RL0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0446.degrees latitude (g = 980.6199 gals.).
 RL0446
 RL0446.The modeled gravity was interpolated from observed gravity values.
 RL0446
 RL0446;                    North         East    Units  Estimated Accuracy
 RL0446;SPC WI N     -    96,080.      685,010.      MT  (+/- 180 meters Scaled)
 RL0446
 RL0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR527986(NAD 83)
 RL0446
 RL0446                          SUPERSEDED SURVEY CONTROL
 RL0446
 RL0446  NGVD 29 (??/??/92)  489.412  (m)         1605.68   (f) ADJ UNCH    2 0
 RL0446
 RL0446.Superseded values are not recommended for survey control.
 RL0446
 RL0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0446.See file dsdata.pdf to determine how the superseded data were derived.
 RL0446
 RL0446_MARKER: DB = BENCH MARK DISK
 RL0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0446_STAMPING: C 64 194
 RL0446_MARK LOGO: CGS
 RL0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0446+STABILITY: SURFACE MOTION
 RL0446
 RL0446  HISTORY     - Date     Condition        Report By
 RL0446  HISTORY     - 1948     MONUMENTED       CGS
 RL0446  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0446  HISTORY     - 20051114 MARK NOT FOUND   WIDT
 RL0446
 RL0446                          STATION DESCRIPTION
 RL0446
 RL0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0446'4.8 MI W FROM NELMA.
 RL0446'4.8 MILES WEST ALONG COUNTY ROAD D FROM THE JUNCTION OF STATE
 RL0446'HIGHWAY 55 AT NELMA, ABOUT 2.55 MILES WEST OF ELVOY SCHOOL,
 RL0446'ABOUT 0.6 MILE NORTHWEST OF ELVOY CREEK, AT A TURN IN THE ROAD
 RL0446'WITH TANGENTS WEST AND SOUTHEAST, 25.5 FEET NORTH OF THE CENTER
 RL0446'LINE OF THE WEST TANGENT OF THE ROAD, ABOUT 7 FEET SOUTHWEST
 RL0446'OF THE PROLONGED SOUTHWEST EDGE OF THE SOUTHEAST TANGENT OF
 RL0446'THE ROAD, AT A TWIN POLE IN THE POWER LINE (ALL OTHER POLES
 RL0446'SINGLE POLES), 7 FEET WEST OF POLE NO. 38998, 9 FEET NORTHWEST
 RL0446'OF POWER POLE 38997, 2.5 FEET NORTHEAST OF A WHITE WOODEN
 RL0446'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 RL0446'CONCRETE POST PROJECTING 3 INCHES.
 RL0446
 RL0446                          STATION RECOVERY (1978)
 RL0446
 RL0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0446'MARK NOT FOUND.
 RL0446
 RL0446                          STATION RECOVERY (2005)
 RL0446
 RL0446'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0446'MARK NOT FOUND. NOTE THE PUBLISHED DISTANCES FROM THE ROAD INTERSECT
 RL0446'AT A POINT BUT NO EVIDENCE OF THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1136 ***********************************************************************
 RL1136  DESIGNATION -  C 65
 RL1136  PID         -  RL1136
 RL1136  STATE/COUNTY-  WI/VILAS
 RL1136  COUNTRY     -  US
 RL1136  USGS QUAD   -  PAPOOSE LAKE (2018)
 RL1136
 RL1136                         *CURRENT SURVEY CONTROL
 RL1136  ______________________________________________________________________
 RL1136* NAD 83(1986) POSITION- 46 13 53.     (N) 089 52 27.     (W)   SCALED
 RL1136* NAVD 88 ORTHO HEIGHT -   509.854 (meters)     1672.75  (feet) ADJUSTED
 RL1136  ______________________________________________________________________
 RL1136  GEOID HEIGHT    -        -30.814 (meters)                     GEOID18
 RL1136  DYNAMIC HEIGHT  -        509.852 (meters)     1672.74  (feet) COMP
 RL1136  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 RL1136
 RL1136  VERT ORDER      -  SECOND    CLASS I
 RL1136
 RL1136.The horizontal coordinates were scaled from a map and have
 RL1136.an estimated accuracy of +/- 6 seconds.
 RL1136
 RL1136.The orthometric height was determined by differential leveling and
 RL1136.adjusted by the NATIONAL GEODETIC SURVEY
 RL1136.in June 1991.
 RL1136
 RL1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1136.GEOID18 height accuracy estimate available here.
 RL1136
 RL1136.Click photographs - Photos may exist for this station.
 RL1136
 RL1136.The dynamic height is computed by dividing the NAVD 88
 RL1136.geopotential number by the normal gravity value computed on the
 RL1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1136.degrees latitude (g = 980.6199 gals.).
 RL1136
 RL1136.The modeled gravity was interpolated from observed gravity values.
 RL1136
 RL1136;                    North         East    Units  Estimated Accuracy
 RL1136;SPC WI N     -   118,350.      609,710.      MT  (+/- 180 meters Scaled)
 RL1136
 RL1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS783237(NAD 83)
 RL1136
 RL1136                          SUPERSEDED SURVEY CONTROL
 RL1136
 RL1136  NAVD 88 (03/19/14)  509.885  (m)         1672.85   (f) SUPERSEDED  2 1
 RL1136  NGVD 29 (??/??/92)  509.848  (m)         1672.73   (f) ADJ UNCH    2 0
 RL1136
 RL1136.Superseded values are not recommended for survey control.
 RL1136
 RL1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1136.See file dsdata.pdf to determine how the superseded data were derived.
 RL1136
 RL1136_MARKER: DB = BENCH MARK DISK
 RL1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1136_STAMPING: C 65 1948
 RL1136_MARK LOGO: CGS
 RL1136_PROJECTION: PROJECTING 15 CENTIMETERS
 RL1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1136+STABILITY: SURFACE MOTION
 RL1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1136+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 RL1136
 RL1136  HISTORY     - Date     Condition        Report By
 RL1136  HISTORY     - 1948     MONUMENTED       CGS
 RL1136  HISTORY     - 20050920 GOOD             WIDT
 RL1136  HISTORY     - 20130821 GOOD             WIDT
 RL1136
 RL1136                          STATION DESCRIPTION
 RL1136
 RL1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1136'2.5 MI NE FROM WINCHESTER.
 RL1136'ABOUT 0.75 MILE NORTH ALONG A BLACK TOP ROAD FROM THE GRADE
 RL1136'SCHOOL AT WINCHESTER, THENCE ABOUT 0.95 MILE EAST ALONG A BLACK
 RL1136'TOP ROAD, THENCE ABOUT 0.8 MILE NORTH ALONG COUNTY ROAD W LEADING
 RL1136'TO WINEGAR, ABOUT 0.15 MILE SOUTH OF A ROAD WEST, ABOUT 160
 RL1136'FEET NORTH OF A CURVE WITH TANGENTS NORTH AND SOUTHWEST, 21 FEET
 RL1136'EAST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH-NORTHEAST
 RL1136'OF A LONE 4-INCH SPRUCE TREE, 14 FEET WEST OF A TRIANGULAR
 RL1136'BLAZED 8-INCH ASPEN TREE, 3 FEET NORTH OF A TELEPHONE POLE, 3 1/2
 RL1136'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1136'PROJECTING 6 INCHES.
 RL1136
 RL1136                          STATION RECOVERY (2005)
 RL1136
 RL1136'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1136'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 91.4 M NORTH OF THE
 RL1136'JUNCTION OF COUNTY HIGHWAY W AND THE ABANDONED NORTH TURTLE ROAD, 0.3
 RL1136'M SOUTHWEST OF AN ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 11 CM
 RL1136'ABOVE THE GROUND. -NOTE-ABANDONED NORTH TURTLE ROAD IS THE FIRST
 RL1136'GRAVEL DRIVEWAY NORTH OF THE JUNCTION OF COUNTY HIGHWAY W AND COUNTY
 RL1136'HIGHWAY O.
 RL1136
 RL1136                          STATION RECOVERY (2013)
 RL1136
 RL1136'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 RL1136'RECOVERED IN GOOD CONDITION WITH THE ADDITION THE STATION IS IN THE
 RL1136'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 RL1136'
 RL1136'-  NOTE-THE FORMER TURTLE LAKE ROAD IS THE FIRST DRIVEWAY EAST (NOT
 RL1136'NORTH) OF THE JUNCTION OF COUNTY HIGHWAY WEST WITH COUNTY HIGHWAY O
 RL1136'AND IS A PRIVATE DRIVEWAY -7547-.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0218 ***********************************************************************
 QN0218  DESIGNATION -  C 7
 QN0218  PID         -  QN0218
 QN0218  STATE/COUNTY-  WI/RUSK
 QN0218  COUNTRY     -  US
 QN0218  USGS QUAD   -  LADYSMITH (2018)
 QN0218
 QN0218                         *CURRENT SURVEY CONTROL
 QN0218  ______________________________________________________________________
 QN0218* NAD 83(1986) POSITION- 45 25 24.87   (N) 091 04 50.02   (W)   HD_HELD1
 QN0218* NAVD 88 ORTHO HEIGHT -   350.799 (meters)     1150.91  (feet) ADJUSTED
 QN0218  ______________________________________________________________________
 QN0218  GEOID HEIGHT    -        -30.418 (meters)                     GEOID18
 QN0218  DYNAMIC HEIGHT  -        350.781 (meters)     1150.85  (feet) COMP
 QN0218  MODELED GRAVITY -    980,555.7   (mgal)                       NAVD 88
 QN0218
 QN0218  VERT ORDER      -  SECOND    CLASS I
 QN0218
 QN0218.The horizontal coordinates were determined by differentially corrected
 QN0218.hand held GPS observations or other comparable positioning techniques
 QN0218.and have an estimated accuracy of +/- 3 meters.
 QN0218
 QN0218.The orthometric height was determined by differential leveling and
 QN0218.adjusted by the WI DEPT OF TRANSP
 QN0218.in May 2012.
 QN0218
 QN0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0218.GEOID18 height accuracy estimate available here.
 QN0218
 QN0218.Click photographs - Photos may exist for this station.
 QN0218
 QN0218.The dynamic height is computed by dividing the NAVD 88
 QN0218.geopotential number by the normal gravity value computed on the
 QN0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0218.degrees latitude (g = 980.6199 gals.).
 QN0218
 QN0218.The modeled gravity was interpolated from observed gravity values.
 QN0218
 QN0218;                    North         East    Units  Estimated Accuracy
 QN0218;SPC WI C     -   177,274.3     515,434.9     MT  (+/- 3 meters HH1 GPS) 
 QN0218
 QN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5016131797(NAD 83)
 QN0218
 QN0218                          SUPERSEDED SURVEY CONTROL
 QN0218
 QN0218  NAVD 88 (06/15/91)  350.782  (m)         1150.86   (f) SUPERSEDED  1 2
 QN0218  NGVD 29 (??/??/92)  350.785  (m)         1150.87   (f) ADJ UNCH    1 2
 QN0218
 QN0218.Superseded values are not recommended for survey control.
 QN0218
 QN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0218.See file dsdata.pdf to determine how the superseded data were derived.
 QN0218
 QN0218_MARKER: DB = BENCH MARK DISK
 QN0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0218_STAMPING: 1150.867 C 7 1930
 QN0218_MARK LOGO: CGS
 QN0218_PROJECTION: FLUSH
 QN0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0218+STABILITY: SURFACE MOTION
 QN0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0218+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2008
 QN0218
 QN0218  HISTORY     - Date     Condition        Report By
 QN0218  HISTORY     - 1930     MONUMENTED       CGS
 QN0218  HISTORY     - 1934     GOOD             CGS
 QN0218  HISTORY     - 19960912 GOOD             USPSQD
 QN0218  HISTORY     - 20051201 GOOD             WIDT
 QN0218  HISTORY     - 20080825 GOOD             WIDT
 QN0218
 QN0218                          STATION DESCRIPTION
 QN0218
 QN0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QN0218'3 MI S FROM LADYSMITH.
 QN0218'3.0 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0218'MARIE RAILWAY FROM THE STATION AT LADYSMITH, RUSK COUNTY, 231
 QN0218'FEET NORTHWEST ALONG THE TRACK FROM THE CENTER OF THE CROSSING
 QN0218'OF COUNTY HIGHWAY G, AND 36 FEET EAST OF THE EAST RAIL.  A
 QN0218'STANDARD DISK, STAMPED 1150.867 C 7 1930 AND SET IN THE TOP OF
 QN0218'A CONCRETE POST.
 QN0218
 QN0218                          STATION RECOVERY (1934)
 QN0218
 QN0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0218'RECOVERED IN GOOD CONDITION.
 QN0218
 QN0218                          STATION RECOVERY (1996)
 QN0218
 QN0218'RECOVERY NOTE BY US POWER SQUADRON 1996
 QN0218'RECOVERED IN GOOD CONDITION.
 QN0218
 QN0218                          STATION RECOVERY (2005)
 QN0218
 QN0218'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0218'RECOVERED IN GOOD CONDITION.
 QN0218'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (WEST LAKE
 QN0218'AVENUE) AND STATE HIGHWAY 27 (WEST 9TH STREET NORTH) IN THE CITY OF
 QN0218'LADYSMITH, GO SOUTH ON STATE HIGHWAY 27 FOR 3.0 MILES TO COUNTY
 QN0218'HIGHWAY P, TURN LEFT AND GO EAST ON COUNTY HIGHWAY P FOR 1.5 MILES TO
 QN0218'COUNTY HIGHWAY G, TURN LEFT AND GO NORTH ON COUNTY HIGHWAYS G AND P
 QN0218'FOR 50 METERS TO A RAILROAD CROSSING AND THE STATION ON THE LEFT.
 QN0218'THE STATION IS A BRONZE COAST GUARD SURVEY BENCHMARK DISK SET IN THE
 QN0218'TOP OF A 30-CM DIAMETER SQUARE POST APPROXIMATELY LEVEL WITH THE
 QN0218'RAILROAD TRACK.
 QN0218'THE STATION IS 11 M NORTHEAST OF THE CENTERLINE OF THE RAILROAD TRACK,
 QN0218'44.2 M WEST OF POWER POLE --XCE 14-49/07--, 71 M NORTHWEST OF THE
 QN0218'CENTERLINE OF THE RAILROAD CROSSING, 0.3 M SOUTHWEST OF A WHITE METAL
 QN0218'WITNESS POST, AND 1.0 M NORTHEAST, 1.0 M SOUTHEAST, AND 1.0 M WEST OF
 QN0218'THREE WHITE PLASTIC WITNESS POSTS.
 QN0218'--NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE
 QN0218'SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 QN0218'
 QN0218
 QN0218                          STATION RECOVERY (2008)
 QN0218
 QN0218'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 QN0218'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0267 ***********************************************************************
 NH0267  DESIGNATION -  C 78
 NH0267  PID         -  NH0267
 NH0267  STATE/COUNTY-  WI/ROCK
 NH0267  COUNTRY     -  US
 NH0267  USGS QUAD   -  CLINTON (2018)
 NH0267
 NH0267                         *CURRENT SURVEY CONTROL
 NH0267  ______________________________________________________________________
 NH0267* NAD 83(1986) POSITION- 42 33 25.     (N) 088 50 59.     (W)   SCALED
 NH0267* NAVD 88 ORTHO HEIGHT -   289.793 (meters)      950.76  (feet) ADJUSTED
 NH0267  ______________________________________________________________________
 NH0267  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 NH0267  DYNAMIC HEIGHT  -        289.704 (meters)      950.47  (feet) COMP
 NH0267  MODELED GRAVITY -    980,307.7   (mgal)                       NAVD 88
 NH0267
 NH0267  VERT ORDER      -  SECOND    CLASS 0
 NH0267
 NH0267.The horizontal coordinates were scaled from a map and have
 NH0267.an estimated accuracy of +/- 6 seconds.
 NH0267
 NH0267.The orthometric height was determined by differential leveling and
 NH0267.adjusted by the NATIONAL GEODETIC SURVEY
 NH0267.in June 1991.
 NH0267
 NH0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0267.GEOID18 height accuracy estimate available here.
 NH0267
 NH0267.Click photographs - Photos may exist for this station.
 NH0267
 NH0267.The dynamic height is computed by dividing the NAVD 88
 NH0267.geopotential number by the normal gravity value computed on the
 NH0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0267.degrees latitude (g = 980.6199 gals.).
 NH0267
 NH0267.The modeled gravity was interpolated from observed gravity values.
 NH0267
 NH0267;                    North         East    Units  Estimated Accuracy
 NH0267;SPC WI S     -    62,520.      694,470.      MT  (+/- 180 meters Scaled)
 NH0267
 NH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN481132(NAD 83)
 NH0267
 NH0267                          SUPERSEDED SURVEY CONTROL
 NH0267
 NH0267  NGVD 29 (??/??/92)  289.848  (m)          950.94   (f) ADJ UNCH    2 0
 NH0267
 NH0267.Superseded values are not recommended for survey control.
 NH0267
 NH0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0267.See file dsdata.pdf to determine how the superseded data were derived.
 NH0267
 NH0267_MARKER: DB = BENCH MARK DISK
 NH0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0267_STAMPING: C 78 1960
 NH0267_MARK LOGO: CGS
 NH0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0267+STABILITY: SURFACE MOTION
 NH0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0267+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 NH0267
 NH0267  HISTORY     - Date     Condition        Report By
 NH0267  HISTORY     - 1960     MONUMENTED       CGS
 NH0267  HISTORY     - 19950708 GOOD             USPSQD
 NH0267  HISTORY     - 20010331 GOOD             NGS
 NH0267  HISTORY     - 20040423 GOOD             JCLS
 NH0267  HISTORY     - 20040426 GOOD             JCLS
 NH0267  HISTORY     - 20050422 GOOD             JCLS
 NH0267
 NH0267                          STATION DESCRIPTION
 NH0267
 NH0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0267'0.6 MI NE FROM CLINTON.
 NH0267'ABOUT 0.6 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 NH0267'PAUL AND PACIFIC RAILROAD FROM THE STATION AT CLINTON, 0.3
 NH0267'MILE SOUTHWEST OF MILEPOLE 58, AT THE CROSSING OF A BLACK TOP
 NH0267'ROAD, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 NH0267'TRACK, 41 FEET EAST OF THE CENTER LINE OF ROAD, 12 1/2 FEET
 NH0267'SOUTH OF THE FIRST TELEPHONE POLE NORTHEAST OF THE CROSSING,
 NH0267'13 FEET NORTHEAST OF POWER LINE POLE 1-14-9 13/20, AT A FENCE
 NH0267'CORNER, 1 1/2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE,
 NH0267'52 FEET SOUTHEAST OF THE CENTER LINE OF THE CROSSING, 2 FEET
 NH0267'SOUTHWEST OF A STEEL WITNESS POST, ABOUT 5 FEET ABOVE THE
 NH0267'LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 NH0267'PROJECTING 3 INCHES.
 NH0267
 NH0267                          STATION RECOVERY (1995)
 NH0267
 NH0267'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0267'RECOVERED IN GOOD CONDITION.
 NH0267
 NH0267                          STATION RECOVERY (2001)
 NH0267
 NH0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0267'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0267
 NH0267                          STATION RECOVERY (2004)
 NH0267
 NH0267'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NH0267'RECOVERED IN GOOD CONDITION.
 NH0267
 NH0267                          STATION RECOVERY (2004)
 NH0267
 NH0267'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 NH0267'RECOVERED IN GOOD CONDITION.
 NH0267
 NH0267                          STATION RECOVERY (2005)
 NH0267
 NH0267'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 NH0267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0487 ***********************************************************************
 PN0487  DESIGNATION -  C 8
 PN0487  PID         -  PN0487
 PN0487  STATE/COUNTY-  WI/WOOD
 PN0487  COUNTRY     -  US
 PN0487  USGS QUAD   -  VESPER (2018)
 PN0487
 PN0487                         *CURRENT SURVEY CONTROL
 PN0487  ______________________________________________________________________
 PN0487* NAD 83(1986) POSITION- 44 26 16.5    (N) 089 53 21.0    (W)   HD_HELD2
 PN0487* NAVD 88 ORTHO HEIGHT -   320.748 (meters)     1052.32  (feet) ADJUSTED
 PN0487  ______________________________________________________________________
 PN0487  GEOID HEIGHT    -        -35.125 (meters)                     GEOID18
 PN0487  DYNAMIC HEIGHT  -        320.691 (meters)     1052.13  (feet) COMP
 PN0487  MODELED GRAVITY -    980,434.8   (mgal)                       NAVD 88
 PN0487
 PN0487  VERT ORDER      -  FIRST     CLASS II
 PN0487
 PN0487.The horizontal coordinates were established by autonomous hand held GPS
 PN0487.observations and have an estimated accuracy of +/- 10 meters.
 PN0487
 PN0487.The orthometric height was determined by differential leveling and
 PN0487.adjusted by the NATIONAL GEODETIC SURVEY
 PN0487.in June 1991.
 PN0487
 PN0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0487.GEOID18 height accuracy estimate available here.
 PN0487
 PN0487.Click photographs - Photos may exist for this station.
 PN0487
 PN0487.The dynamic height is computed by dividing the NAVD 88
 PN0487.geopotential number by the normal gravity value computed on the
 PN0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0487.degrees latitude (g = 980.6199 gals.).
 PN0487
 PN0487.The modeled gravity was interpolated from observed gravity values.
 PN0487
 PN0487;                    North         East    Units  Estimated Accuracy
 PN0487;SPC WI C     -    67,186.      608,824.      MT  (+/- 10 meters HH2 GPS)
 PN0487
 PN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7007224573(NAD 83)
 PN0487
 PN0487                          SUPERSEDED SURVEY CONTROL
 PN0487
 PN0487  NGVD 29 (??/??/92)  320.767  (m)         1052.38   (f) ADJ UNCH    1 2
 PN0487
 PN0487.Superseded values are not recommended for survey control.
 PN0487
 PN0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0487.See file dsdata.pdf to determine how the superseded data were derived.
 PN0487
 PN0487_MARKER: DB = BENCH MARK DISK
 PN0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0487_STAMPING: 1052.383 C 8 1930
 PN0487_MARK LOGO: CGS
 PN0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0487+STABILITY: SURFACE MOTION
 PN0487
 PN0487  HISTORY     - Date     Condition        Report By
 PN0487  HISTORY     - 1930     MONUMENTED       CGS
 PN0487  HISTORY     - 1966     POOR             USGS
 PN0487  HISTORY     - 1983     MARK NOT FOUND   USGS
 PN0487  HISTORY     - 20031022 MARK NOT FOUND   WIDT
 PN0487
 PN0487                          STATION DESCRIPTION
 PN0487
 PN0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PN0487'4.4 MI N FROM WISCONSIN RAPIDS.
 PN0487'4.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PN0487'THE STATION AT WISCONSIN RAPIDS, WOOD COUNTY, AT THIRD ROAD
 PN0487'CROSSING SOUTH OF FISCHERS CROSSING, 100 FEET SOUTH OF THE CENTER
 PN0487'LINE OF THE ROAD, 67 FEET SOUTH OF A WHISTLE POST, AND 24 FEET
 PN0487'EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED 1052.383 C 8 1930
 PN0487'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- CORNERS OF POST
 PN0487'CHIPPED AND LOOSE IN GROUND.
 PN0487
 PN0487                          STATION RECOVERY (1966)
 PN0487
 PN0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PN0487'MARK RECOVERED IN POOR CONDITION.
 PN0487
 PN0487                          STATION RECOVERY (1983)
 PN0487
 PN0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PN0487'MARK NOT FOUND.
 PN0487
 PN0487                          STATION RECOVERY (2003)
 PN0487
 PN0487'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0487'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0122 ***********************************************************************
 ON0122  DESIGNATION -  C 80
 ON0122  PID         -  ON0122
 ON0122  STATE/COUNTY-  WI/VERNON
 ON0122  COUNTRY     -  US
 ON0122  USGS QUAD   -  READSTOWN (2018)
 ON0122
 ON0122                         *CURRENT SURVEY CONTROL
 ON0122  ______________________________________________________________________
 ON0122* NAD 83(1986) POSITION- 43 28 33.74   (N) 090 50 23.58   (W)   HD_HELD1
 ON0122* NAVD 88 ORTHO HEIGHT -   305.461 (meters)     1002.17  (feet) ADJUSTED
 ON0122  ______________________________________________________________________
 ON0122  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 ON0122  DYNAMIC HEIGHT  -        305.386 (meters)     1001.92  (feet) COMP
 ON0122  MODELED GRAVITY -    980,366.5   (mgal)                       NAVD 88
 ON0122
 ON0122  VERT ORDER      -  SECOND    CLASS I
 ON0122
 ON0122.The horizontal coordinates were determined by differentially corrected
 ON0122.hand held GPS observations or other comparable positioning techniques
 ON0122.and have an estimated accuracy of +/- 3 meters.
 ON0122
 ON0122.The orthometric height was determined by differential leveling and
 ON0122.adjusted by the WI DEPT OF TRANSP
 ON0122.in May 2012.
 ON0122
 ON0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0122.GEOID18 height accuracy estimate available here.
 ON0122
 ON0122.Click photographs - Photos may exist for this station.
 ON0122
 ON0122.The dynamic height is computed by dividing the NAVD 88
 ON0122.geopotential number by the normal gravity value computed on the
 ON0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0122.degrees latitude (g = 980.6199 gals.).
 ON0122
 ON0122.The modeled gravity was interpolated from observed gravity values.
 ON0122
 ON0122;                    North         East    Units  Estimated Accuracy
 ON0122;SPC WI S     -   164,316.2     532,051.8     MT  (+/- 3 meters HH1 GPS) 
 ON0122
 ON0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7470415946(NAD 83)
 ON0122
 ON0122                          SUPERSEDED SURVEY CONTROL
 ON0122
 ON0122  NAVD 88 (04/20/07)  305.458  (m)         1002.16   (f) SUPERSEDED  2 1
 ON0122  NAVD 88 (06/15/91)  305.478  (m)         1002.22   (f) SUPERSEDED  2 0
 ON0122  NGVD 29 (??/??/92)  305.503  (m)         1002.30   (f) ADJ UNCH    2 0
 ON0122
 ON0122.Superseded values are not recommended for survey control.
 ON0122
 ON0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0122.See file dsdata.pdf to determine how the superseded data were derived.
 ON0122
 ON0122_MARKER: DB = BENCH MARK DISK
 ON0122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0122_SP_SET: BOX CULVERT
 ON0122_STAMPING: C 80 1934
 ON0122_MARK LOGO: CGS
 ON0122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0122+STABILITY: SURFACE MOTION
 ON0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0122+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2016
 ON0122
 ON0122  HISTORY     - Date     Condition        Report By
 ON0122  HISTORY     - 1934     MONUMENTED       CGS
 ON0122  HISTORY     - 20020827 GOOD             WIDT
 ON0122  HISTORY     - 20100623 GOOD             WIDT
 ON0122  HISTORY     - 20151013 GOOD             WIDT
 ON0122  HISTORY     - 20160710 GOOD             WIDT
 ON0122
 ON0122                          STATION DESCRIPTION
 ON0122
 ON0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0122'4.6 MI NW FROM READSTOWN.
 ON0122'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 14 FROM THE POWER PLANT
 ON0122'ON KICKAPOO RIVER AT READSTOWN, VERNON COUNTY, 39 FEET WEST OF
 ON0122'THE CENTERLINE OF A FARM ENTRANCE, AT A 3- BY 3-FOOT CONCRETE
 ON0122'BOX CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL,
 ON0122'18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET LOWER
 ON0122'THAN THE ROADWAY.
 ON0122
 ON0122                          STATION RECOVERY (2002)
 ON0122
 ON0122'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 ON0122'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 ON0122'US HIGHWAY 14 NORTH AND US HIGHWAY 61 NORTH WITH US HIGHWAY 61 SOUTH
 ON0122'AND STATE HIGHWAY 131 SOUTH ABOUT 20 MI (32.19 KM) NORTHWEST OF THE
 ON0122'CITY OF RICHLAND CENTER, GO NORTHWEST ON US HIGHWAY 14 AND US HIGHWAY
 ON0122'61 FOR 4.0 MI (6.44 KM) TO COUNTY HIGHWAY JJ ON THE LEFT, TURN LEFT
 ON0122'AND GO WEST ON COUNTY HIGHWAY JJ FOR 0.6 MI (0.97 KM) TO THE STATION
 ON0122'ON THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 ON0122'BENCH MARK DISK SET IN THE TOP OF A BOX CULVERT ABOUT 1 M (3.3 FT)
 ON0122'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 6.1 M (20.0 FT) SOUTH OF
 ON0122'THE CENTERLINE OF COUNTY HIGHWAY JJ, 6.1 M (20.0 FT) NORTH OF A WIRE
 ON0122'FENCE, 2.3 M (7.5 FT) EAST OF A BLACK AND WHITE WOOD CULVERT MARKER
 ON0122'POST, AND 0.8 M (2.6 FT) WEST OF AN ORANGE PLASTIC WITNESS POST.
 ON0122'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE TO
 ON0122'TREES IN ALL QUADRANTS EXTENDING TO MORE THAN 25 DEGREES ABOVE THE
 ON0122'HORIZON.
 ON0122
 ON0122                          STATION RECOVERY (2010)
 ON0122
 ON0122'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0122'RECOVERED IN GOOD CONDITION.
 ON0122
 ON0122                          STATION RECOVERY (2015)
 ON0122
 ON0122'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 ON0122'RECOVERED AS DESCRIBED.
 ON0122
 ON0122                          STATION RECOVERY (2016)
 ON0122
 ON0122'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 ON0122'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0097 ***********************************************************************
 ON0097  DESIGNATION -  C 81
 ON0097  PID         -  ON0097
 ON0097  STATE/COUNTY-  WI/RICHLAND
 ON0097  COUNTRY     -  US
 ON0097  USGS QUAD   -  LONE ROCK (2018)
 ON0097
 ON0097                         *CURRENT SURVEY CONTROL
 ON0097  ______________________________________________________________________
 ON0097* NAD 83(1986) POSITION- 43 11 14.     (N) 090 12 52.     (W)   SCALED
 ON0097* NAVD 88 ORTHO HEIGHT -   214.467 (meters)      703.63  (feet) ADJUSTED
 ON0097  ______________________________________________________________________
 ON0097  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 ON0097  DYNAMIC HEIGHT  -        214.411 (meters)      703.45  (feet) COMP
 ON0097  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 ON0097
 ON0097  VERT ORDER      -  SECOND    CLASS 0
 ON0097
 ON0097.The horizontal coordinates were scaled from a map and have
 ON0097.an estimated accuracy of +/- 6 seconds.
 ON0097
 ON0097.The orthometric height was determined by differential leveling and
 ON0097.adjusted by the NATIONAL GEODETIC SURVEY
 ON0097.in June 1991.
 ON0097
 ON0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0097.GEOID18 height accuracy estimate available here.
 ON0097
 ON0097.Click photographs - Photos may exist for this station.
 ON0097
 ON0097.The dynamic height is computed by dividing the NAVD 88
 ON0097.geopotential number by the normal gravity value computed on the
 ON0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0097.degrees latitude (g = 980.6199 gals.).
 ON0097
 ON0097.The modeled gravity was interpolated from observed gravity values.
 ON0097
 ON0097;                    North         East    Units  Estimated Accuracy
 ON0097;SPC WI S     -   131,910.      582,570.      MT  (+/- 180 meters Scaled)
 ON0097
 ON0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH263853(NAD 83)
 ON0097
 ON0097                          SUPERSEDED SURVEY CONTROL
 ON0097
 ON0097  NGVD 29 (??/??/92)  214.528  (m)          703.83   (f) ADJ UNCH    2 0
 ON0097
 ON0097.Superseded values are not recommended for survey control.
 ON0097
 ON0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0097.See file dsdata.pdf to determine how the superseded data were derived.
 ON0097
 ON0097_MARKER: DB = BENCH MARK DISK
 ON0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0097_STAMPING: C 81 1934
 ON0097_MARK LOGO: CGS
 ON0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0097+STABILITY: SURFACE MOTION
 ON0097
 ON0097  HISTORY     - Date     Condition        Report By
 ON0097  HISTORY     - 1934     MONUMENTED       CGS
 ON0097  HISTORY     - 1980     MARK NOT FOUND   USGS
 ON0097
 ON0097                          STATION DESCRIPTION
 ON0097
 ON0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0097'1 MI NW FROM LONE ROCK.
 ON0097'ABOUT 1.0 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0097'AND PACIFIC RAILROAD FROM THE MAIN STREET CROSSING AT LONE ROCK,
 ON0097'RICHLAND COUNTY, ABOUT 1 POLE SOUTHEAST OF MILEPOST 1, 30 FEET
 ON0097'NORTHEAST OF THE CENTER LINE OF THE TRACK, 18 FEET SOUTHWEST OF
 ON0097'THE RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE TRACK.  A
 ON0097'STANDARD DISK, STAMPED C 81 1934 AND SET IN THE TOP OF A CONCRETE
 ON0097'POST.
 ON0097
 ON0097                          STATION RECOVERY (1980)
 ON0097
 ON0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 ON0097'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0052 ***********************************************************************
 ON0052  DESIGNATION -  C 83
 ON0052  PID         -  ON0052
 ON0052  STATE/COUNTY-  WI/JUNEAU
 ON0052  COUNTRY     -  US
 ON0052  USGS QUAD   -  MAUSTON (2018)
 ON0052
 ON0052                         *CURRENT SURVEY CONTROL
 ON0052  ______________________________________________________________________
 ON0052* NAD 83(1986) POSITION- 43 48 50.55   (N) 090 06 12.95   (W)   HD_HELD1
 ON0052* NAVD 88 ORTHO HEIGHT -   269.927 (meters)      885.59  (feet) ADJUSTED
 ON0052  ______________________________________________________________________
 ON0052  GEOID HEIGHT    -        -34.990 (meters)                     GEOID18
 ON0052  DYNAMIC HEIGHT  -        269.866 (meters)      885.39  (feet) COMP
 ON0052  MODELED GRAVITY -    980,386.6   (mgal)                       NAVD 88
 ON0052
 ON0052  VERT ORDER      -  SECOND    CLASS I
 ON0052
 ON0052.The horizontal coordinates were determined by differentially corrected
 ON0052.hand held GPS observations or other comparable positioning techniques
 ON0052.and have an estimated accuracy of +/- 3 meters.
 ON0052
 ON0052.The orthometric height was determined by differential leveling and
 ON0052.adjusted by the WI DEPT OF TRANSP
 ON0052.in May 2012.
 ON0052
 ON0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0052.GEOID18 height accuracy estimate available here.
 ON0052
 ON0052.Click photographs - Photos may exist for this station.
 ON0052
 ON0052.The dynamic height is computed by dividing the NAVD 88
 ON0052.geopotential number by the normal gravity value computed on the
 ON0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0052.degrees latitude (g = 980.6199 gals.).
 ON0052
 ON0052.The modeled gravity was interpolated from observed gravity values.
 ON0052
 ON0052;                    North         East    Units  Estimated Accuracy
 ON0052;SPC WI S     -   201,530.9     591,665.3     MT  (+/- 3 meters HH1 GPS) 
 ON0052
 ON0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3294455297(NAD 83)
 ON0052
 ON0052                          SUPERSEDED SURVEY CONTROL
 ON0052
 ON0052  NAVD 88 (04/20/07)  269.913  (m)          885.54   (f) SUPERSEDED  2 1
 ON0052  NAVD 88 (06/15/91)  269.892  (m)          885.47   (f) SUPERSEDED  2 0
 ON0052  NGVD 29 (??/??/92)  269.921  (m)          885.57   (f) ADJ UNCH    2 0
 ON0052
 ON0052.Superseded values are not recommended for survey control.
 ON0052
 ON0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0052.See file dsdata.pdf to determine how the superseded data were derived.
 ON0052
 ON0052_MARKER: DB = BENCH MARK DISK
 ON0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0052_SP_SET: BRIDGE ABUTMENT
 ON0052_STAMPING: C 83 1934
 ON0052_MARK LOGO: CGS
 ON0052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0052+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2010
 ON0052
 ON0052  HISTORY     - Date     Condition        Report By
 ON0052  HISTORY     - 1934     MONUMENTED       CGS
 ON0052  HISTORY     - 20021015 GOOD             WIDT
 ON0052  HISTORY     - 20100615 GOOD             WIDT
 ON0052
 ON0052                          STATION DESCRIPTION
 ON0052
 ON0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0052'1.9 MI NW FROM MAUSTON.
 ON0052'ABOUT 1.9 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0052'AND PACIFIC RAILROAD FROM THE STATION AT MAUSTON, JUNEAU
 ON0052'COUNTY, ABOUT 8 POLES NORTHWEST OF MILEPOST 216, AT BRIDGE
 ON0052'C 274-1/2, IN THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT,
 ON0052'11 FEET NORTHEAST OF THE CENTER LINE OF THE NORTH MAIN TRACK, AND
 ON0052'ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED C 83
 ON0052'1934.
 ON0052
 ON0052                          STATION RECOVERY (2002)
 ON0052
 ON0052'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0052'OWNERSHIP--CANADIAN PACIFIC RAILWAY.  TO REACH THE STATION FROM THE
 ON0052'JUNCTION OF US HIGHWAY 12 AND STATE HIGHWAY 16 WITH COUNTY HIGHWAY B
 ON0052'(SAND ROAD) ABOUT 2 MI (3.22 KM) NORTHWEST OF MAUSTON, GO NORTHWEST ON
 ON0052'COUNTY HIGHWAY B FOR 0.06 MI (0.1 KM) TO THE RAILROAD TRACKS AND THE
 ON0052'STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 ON0052'SURVEY BENCH MARK SET IN THE TOP OF A CONCRETE BRIDGE ABUTMENT ABOUT 1
 ON0052'M (3.3 FT) BELOW THE TRACKS.  THE STATION IS 221 M (725.1 FT) SOUTH OF
 ON0052'THE CENTERLINE OF COUNTY HIGHWAY B AND 6.6 M (21.7 FT) EAST OF THE
 ON0052'EAST RAIL OF THE RAILROAD TRACKS.  ---NOTE---THIS STATION HAS NO
 ON0052'VISIBLE OBSTRUCTIONS THAT EXTEND HIGHER THAN 20 DEGREES ABOVE THE
 ON0052'HORIZON EXCEPT FOR A TREE TO THE NORTHEAST THAT EXTENDS TO 35 DEGREES
 ON0052'ABOVE THE HORIZON.
 ON0052
 ON0052                          STATION RECOVERY (2010)
 ON0052
 ON0052'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0327 ***********************************************************************
 OM0327  DESIGNATION -  C 84
 OM0327  PID         -  OM0327
 OM0327  STATE/COUNTY-  WI/COLUMBIA
 OM0327  COUNTRY     -  US
 OM0327  USGS QUAD   -  PORTAGE (2018)
 OM0327
 OM0327                         *CURRENT SURVEY CONTROL
 OM0327  ______________________________________________________________________
 OM0327* NAD 83(1986) POSITION- 43 32 22.2    (N) 089 27 43.0    (W)   HD_HELD1
 OM0327* NAVD 88 ORTHO HEIGHT -   244.821 (meters)      803.22  (feet) ADJUSTED
 OM0327  ______________________________________________________________________
 OM0327  GEOID HEIGHT    -        -35.523 (meters)                     GEOID18
 OM0327  DYNAMIC HEIGHT  -        244.761 (meters)      803.02  (feet) COMP
 OM0327  MODELED GRAVITY -    980,366.8   (mgal)                       NAVD 88
 OM0327
 OM0327  VERT ORDER      -  SECOND    CLASS I
 OM0327
 OM0327.The horizontal coordinates were determined by differentially corrected
 OM0327.hand held GPS observations or other comparable positioning techniques
 OM0327.and have an estimated accuracy of +/- 3 meters.
 OM0327
 OM0327.The orthometric height was determined by differential leveling and
 OM0327.adjusted by the WI DEPT OF TRANSP
 OM0327.in May 2012.
 OM0327
 OM0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0327.GEOID18 height accuracy estimate available here.
 OM0327
 OM0327.Click photographs - Photos may exist for this station.
 OM0327
 OM0327.The dynamic height is computed by dividing the NAVD 88
 OM0327.geopotential number by the normal gravity value computed on the
 OM0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0327.degrees latitude (g = 980.6199 gals.).
 OM0327
 OM0327.The modeled gravity was interpolated from observed gravity values.
 OM0327
 OM0327;                    North         East    Units  Estimated Accuracy
 OM0327;SPC WI S     -   171,164.5     643,484.7     MT  (+/- 3 meters HH1 GPS) 
 OM0327
 OM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0109223672(NAD 83)
 OM0327
 OM0327                          SUPERSEDED SURVEY CONTROL
 OM0327
 OM0327  NAVD 88 (04/20/07)  244.801  (m)          803.15   (f) SUPERSEDED  2 1
 OM0327  NAVD 88 (06/15/91)  244.795  (m)          803.13   (f) SUPERSEDED  2 0
 OM0327  NGVD 29 (??/??/92)  244.835  (m)          803.26   (f) ADJ UNCH    2 0
 OM0327
 OM0327.Superseded values are not recommended for survey control.
 OM0327
 OM0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0327.See file dsdata.pdf to determine how the superseded data were derived.
 OM0327
 OM0327_MARKER: DB = BENCH MARK DISK
 OM0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0327_SP_SET: BUILDING
 OM0327_STAMPING: C 84 1934
 OM0327_MARK LOGO: CGS
 OM0327_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0327+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2011
 OM0327
 OM0327  HISTORY     - Date     Condition        Report By
 OM0327  HISTORY     - 1934     MONUMENTED       CGS
 OM0327  HISTORY     - 1977     GOOD             ALSTER
 OM0327  HISTORY     - 19910406 GOOD             USPSQD
 OM0327  HISTORY     - 20030530 GOOD             WIDT
 OM0327  HISTORY     - 20061013 GOOD             JCLS
 OM0327  HISTORY     - 20080429 GOOD             WIDT
 OM0327  HISTORY     - 20110704 GOOD             GEOCAC
 OM0327
 OM0327                          STATION DESCRIPTION
 OM0327
 OM0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0327'AT PORTAGE.
 OM0327'AT PORTAGE.  MARK SET VERTICALLY IN THE NORTHEAST CORNER OF THE
 OM0327'RAULF HOTEL, 57 FEET EAST OF THE NORTH (FRONT) ENTRANCE, 2.5
 OM0327'FEET ABOVE THE LEVEL OF THE SIDEWALK.
 OM0327
 OM0327                          STATION RECOVERY (1977)
 OM0327
 OM0327'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977
 OM0327'IT IS NOW THE RAM HOTEL INSTEAD OF RAULL HOTEL.
 OM0327
 OM0327                          STATION RECOVERY (1991)
 OM0327
 OM0327'RECOVERY NOTE BY US POWER SQUADRON 1991 (GTS)
 OM0327'RECOVERED IN GOOD CONDITION.
 OM0327
 OM0327                          STATION RECOVERY (2003)
 OM0327
 OM0327'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (PJH)
 OM0327'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 OM0327'OF STATE HIGHWAY 33 (WEST COOK STREET) AND STATE HIGHWAY 16 (WISCONSIN
 OM0327'STREET) IN THE CITY OF PORTAGE.  THE STATION IS SET VERTICALLY IN THE
 OM0327'NORTHEAST CORNER OF PORTAGE PLACE, A BRICK BUILDING NOW HOUSING A
 OM0327'VARIETY OF STORES.  THE STATION IS A BRONZE US COAST AND GEODETIC
 OM0327'SURVEY BENCH MARK DISK ABOUT 0.85 M (2.8 FT) ABOVE THE SIDEWALK.
 OM0327'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 OM0327'BEING SET VERTICALLY.
 OM0327
 OM0327                          STATION RECOVERY (2006)
 OM0327
 OM0327'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 OM0327'RECOVERED IN GOOD CONDITION.
 OM0327
 OM0327                          STATION RECOVERY (2008)
 OM0327
 OM0327'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 OM0327'RECOVERED IN GOOD CONDITION.
 OM0327
 OM0327                          STATION RECOVERY (2011)
 OM0327
 OM0327'RECOVERY NOTE BY GEOCACHING 2011 (PR)
 OM0327'BUILDING IS NOW AN APARTMENT BUILDING, WITH SHOPS ON THE FIRST FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0153 ***********************************************************************
 OM0153  DESIGNATION -  C 85
 OM0153  PID         -  OM0153
 OM0153  STATE/COUNTY-  WI/DODGE
 OM0153  COUNTRY     -  US
 OM0153  USGS QUAD   -  FOX LAKE (2018)
 OM0153
 OM0153                         *CURRENT SURVEY CONTROL
 OM0153  ______________________________________________________________________
 OM0153* NAD 83(1986) POSITION- 43 33 58.1    (N) 088 54 34.2    (W)   HD_HELD2
 OM0153* NAVD 88 ORTHO HEIGHT -   280.689 (meters)      920.89  (feet) ADJUSTED
 OM0153  ______________________________________________________________________
 OM0153  GEOID HEIGHT    -        -35.436 (meters)                     GEOID18
 OM0153  DYNAMIC HEIGHT  -        280.625 (meters)      920.68  (feet) COMP
 OM0153  MODELED GRAVITY -    980,382.5   (mgal)                       NAVD 88
 OM0153
 OM0153  VERT ORDER      -  SECOND    CLASS I
 OM0153
 OM0153.The horizontal coordinates were established by autonomous hand held GPS
 OM0153.observations and have an estimated accuracy of +/- 10 meters.
 OM0153
 OM0153.The orthometric height was determined by differential leveling and
 OM0153.adjusted by the WI DEPT OF TRANSP
 OM0153.in May 2012.
 OM0153
 OM0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0153.GEOID18 height accuracy estimate available here.
 OM0153
 OM0153.Click photographs - Photos may exist for this station.
 OM0153
 OM0153.The dynamic height is computed by dividing the NAVD 88
 OM0153.geopotential number by the normal gravity value computed on the
 OM0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0153.degrees latitude (g = 980.6199 gals.).
 OM0153
 OM0153.The modeled gravity was interpolated from observed gravity values.
 OM0153
 OM0153;                    North         East    Units  Estimated Accuracy
 OM0153;SPC WI S     -   174,560.      688,092.      MT  (+/- 10 meters HH2 GPS)
 OM0153
 OM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4579425457(NAD 83)
 OM0153
 OM0153                          SUPERSEDED SURVEY CONTROL
 OM0153
 OM0153  NAVD 88 (04/20/07)  280.666  (m)          920.82   (f) SUPERSEDED  2 1
 OM0153  NAVD 88 (06/15/91)  280.668  (m)          920.82   (f) SUPERSEDED  2 0
 OM0153  NGVD 29 (??/??/92)  280.712  (m)          920.97   (f) ADJ UNCH    2 0
 OM0153
 OM0153.Superseded values are not recommended for survey control.
 OM0153
 OM0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0153.See file dsdata.pdf to determine how the superseded data were derived.
 OM0153
 OM0153_MARKER: DB = BENCH MARK DISK
 OM0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0153_SP_SET: BUILDING
 OM0153_STAMPING: C 85 1934
 OM0153_MARK LOGO: CGS
 OM0153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0153+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 OM0153
 OM0153  HISTORY     - Date     Condition        Report By
 OM0153  HISTORY     - 1934     MONUMENTED       CGS
 OM0153  HISTORY     - 1943     GOOD             CGS
 OM0153  HISTORY     - 20030528 GOOD             WIDT
 OM0153  HISTORY     - 20030816 GOOD             USPSQD
 OM0153  HISTORY     - 20071112 GOOD             WIDT
 OM0153
 OM0153                          STATION DESCRIPTION
 OM0153
 OM0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0153'AT FOX LAKE.
 OM0153'MARK SET VERTICALLY IN THE STATE BANK OF FOX LAKE, 3 FEET WEST
 OM0153'OF THE FRONT (SOUTHEAST) ENTRANCE, 3.5 FEET ABOVE THE LEVEL
 OM0153'OF THE SIDEWALK.
 OM0153
 OM0153                          STATION RECOVERY (1943)
 OM0153
 OM0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 OM0153'RECOVERED IN GOOD CONDITION.
 OM0153
 OM0153                          STATION RECOVERY (2003)
 OM0153
 OM0153'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0153'OWNERSHIP--CITY OF FOX LAKE.  THE STATION IS LOCATED IN THE NORTHWEST
 OM0153'QUADRANT OF THE JUNCTION OF NORTH COLLEGE AVENUE WITH STATE HIGHWAY 33
 OM0153'(STATE STREET) IN THE CITY OF FOX LAKE AT 301 WEST STATE STREET (FOX
 OM0153'LAKE PROFESSIONAL BUILDING).  THE STATION IS A BRONZE US COAST AND
 OM0153'GEODETIC SURVEY BENCH MARK DISK SET VERTICALLY IN THE SOUTH FACE OF
 OM0153'301 WEST STATE STREET (FOX LAKE PROFESSIONAL BUILDING).  THE STATION
 OM0153'IS 0.8 M (2.6 FT) EAST OF THE EASTERN MOST PILLAR OF THE FRONT
 OM0153'ENTRANCE OF THE FOX LAKE PROFESSIONAL BUILDING.   ---NOTE---THIS
 OM0153'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO BEING SET
 OM0153'VERTICALLY IN A BUILDING.
 OM0153
 OM0153                          STATION RECOVERY (2003)
 OM0153
 OM0153'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0153'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT 301 WEST STATE
 OM0153'STREET, AT THE NORTHWEST CORNER OF THE JUNCTION OF W. STATE STREET AND
 OM0153'N. COLLEGE AVENUE.  THE BUILDING IS NOW NAMED THE FOX LAKE
 OM0153'PROFESSIONAL BUILDING.
 OM0153
 OM0153                          STATION RECOVERY (2007)
 OM0153
 OM0153'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM0153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0063 ***********************************************************************
 OM0063  DESIGNATION -  C 86
 OM0063  PID         -  OM0063
 OM0063  STATE/COUNTY-  WI/WASHINGTON
 OM0063  COUNTRY     -  US
 OM0063  USGS QUAD   -  HARTFORD EAST (2018)
 OM0063
 OM0063                         *CURRENT SURVEY CONTROL
 OM0063  ______________________________________________________________________
 OM0063* NAD 83(1986) POSITION- 43 19 43.34   (N) 088 19 08.59   (W)   HD_HELD1
 OM0063* NAVD 88 ORTHO HEIGHT -   310.360 (meters)     1018.24  (feet) ADJUSTED
 OM0063  ______________________________________________________________________
 OM0063  GEOID HEIGHT    -        -34.813 (meters)                     GEOID18
 OM0063  DYNAMIC HEIGHT  -        310.284 (meters)     1017.99  (feet) COMP
 OM0063  MODELED GRAVITY -    980,365.9   (mgal)                       NAVD 88
 OM0063
 OM0063  VERT ORDER      -  SECOND    CLASS I
 OM0063
 OM0063.The horizontal coordinates were determined by differentially corrected
 OM0063.hand held GPS observations or other comparable positioning techniques
 OM0063.and have an estimated accuracy of +/- 3 meters.
 OM0063
 OM0063.The orthometric height was determined by differential leveling and
 OM0063.adjusted by the WI DEPT OF TRANSP
 OM0063.in May 2012.
 OM0063
 OM0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0063.GEOID18 height accuracy estimate available here.
 OM0063
 OM0063.Click photographs - Photos may exist for this station.
 OM0063
 OM0063.The dynamic height is computed by dividing the NAVD 88
 OM0063.geopotential number by the normal gravity value computed on the
 OM0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0063.degrees latitude (g = 980.6199 gals.).
 OM0063
 OM0063.The modeled gravity was interpolated from observed gravity values.
 OM0063
 OM0063;                    North         East    Units  Estimated Accuracy
 OM0063;SPC WI S     -   148,980.3     736,314.8     MT  (+/- 3 meters HH1 GPS) 
 OM0063
 OM0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9306098162(NAD 83)
 OM0063
 OM0063                          SUPERSEDED SURVEY CONTROL
 OM0063
 OM0063  NAVD 88 (04/20/07)  310.334  (m)         1018.15   (f) SUPERSEDED  2 1
 OM0063  NAVD 88 (06/15/91)  310.286  (m)         1018.00   (f) SUPERSEDED  2 0
 OM0063  NGVD 29 (??/??/92)  310.343  (m)         1018.18   (f) ADJ UNCH    2 0
 OM0063
 OM0063.Superseded values are not recommended for survey control.
 OM0063
 OM0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0063.See file dsdata.pdf to determine how the superseded data were derived.
 OM0063
 OM0063_MARKER: DB = BENCH MARK DISK
 OM0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0063_STAMPING: C 86 1934
 OM0063_MARK LOGO: CGS
 OM0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0063+STABILITY: SURFACE MOTION
 OM0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0063+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 OM0063
 OM0063  HISTORY     - Date     Condition        Report By
 OM0063  HISTORY     - 1934     MONUMENTED       CGS
 OM0063  HISTORY     - 1980     GOOD             LOCSUR
 OM0063  HISTORY     - 19990107 GOOD             WIDT
 OM0063  HISTORY     - 20031109 GOOD             USPSQD
 OM0063  HISTORY     - 20060613 GOOD             WIDT
 OM0063
 OM0063                          STATION DESCRIPTION
 OM0063
 OM0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0063'3.1 MI SE FROM HARTFORD.
 OM0063'3.1 MILES SOUTHEAST OF HARTFORD HIGH ALONG THE CHICAGO,
 OM0063'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD 3 POLES WEST OF MILEPOST
 OM0063'119, 35 FEET EAST OF THE CENTER LINE OF PUBLIC ROAD CROSSING,
 OM0063'THENCE 30 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 18 FEET
 OM0063'NORTH OF THE RIGHT-OF-WAY FENCE, 3.5 FEET BELOW RAIL LEVEL.
 OM0063
 OM0063                          STATION RECOVERY (1980)
 OM0063
 OM0063'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 OM0063'MARK IS 48' ( NOT 35') EAST OF THE CENTER LINE OF THE ROAD, 85.5' W.
 OM0063'OF POWER POLE 76-7470, 0.4' ABOVE GROUND.
 OM0063
 OM0063                          STATION RECOVERY (1999)
 OM0063
 OM0063'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM0063'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHWEST OF WEST
 OM0063'BEND, AND 4.0 KM (2.50 MI) EAST-NORTHEAST OF HARTFORD.
 OM0063'OWNERSHIP--WISCONSIN AND SOUTHERN RAILROAD COMPANY.  TO REACH THE
 OM0063'STATION FROM THE JUNCTION OF STATE HIGHWAY 83 (MAIN STREET) WITH STATE
 OM0063'HIGHWAY 60 (SUMNER STREET) IN THE CITY OF HARTFORD, GO EAST ON STATE
 OM0063'HIGHWAY 60 (SUMNER STREET) FOR 6.04 KM (3.75 MI) TO KETTLE MORAINE
 OM0063'ROAD, TURN LEFT AND GO NORTH ON KETTLE MORAINE ROAD FOR 0.89 KM (0.55
 OM0063'MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE CGS BENCH
 OM0063'MARK DISK STAMPED --C 86 1934-- AND SET IN THE TOP OF A 25 CM
 OM0063'(10-INCH) SQUARE CONCRETE POST PROJECTING 10 CM (4-INCHES) ABOVE THE
 OM0063'GROUND AND ABOUT 1 M (3.3 FT) BELOW THE ROAD.  THE STATION IS 14.7 M
 OM0063'(48.2 FT) EAST OF THE CENTERLINE OF KETTLE MORAINE ROAD, 26.0 M (85.3
 OM0063'FT) SOUTHWEST OF POWER POLE --76-7470--, 9.4 M (30.8 FT) NORTHEAST OF
 OM0063'TELEPHONE PEDESTAL --3311--, 8.5 M (27.9 FT) SOUTHEAST OF THE
 OM0063'SOUTHEAST RAIL, 8.1 M (26.6 FT) EAST OF A WOOD POST FOR --RAILROAD
 OM0063'GRADE CROSSBUCK AND STOP-- SIGN, AND 1.0 M (3.3 FT) SOUTHWEST OF AN
 OM0063'ORANGE FIBERGLASS WITNESS POST.  ---NOTE--- THE NORTH CORNER OF THE
 OM0063'CONCRETE POST IS MISSING.  ---NOTE 2--- VISIBLE OBSTRUCTIONS AT THIS
 OM0063'STATION ARE A PINE TREE 10 M (32.8 FT) SOUTHWEST OF THE STATION
 OM0063'EXTENDING 40 DEGREES ABOVE THE HORIZON, A TREE 25 M (82.0 FT)
 OM0063'NORTHEAST OF THE STATION EXTENDING TO 25 DEGREES ABOVE THE HORIZON,
 OM0063'AND FOUR POWER POLES IN VARIOUS DIRECTIONS AROUND THE STATION EACH
 OM0063'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 OM0063
 OM0063                          STATION RECOVERY (2003)
 OM0063
 OM0063'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0063'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 26 FEET SOUTHWEST
 OM0063'OF A STAINLESS STEEL RAILROAD SIGNAL TOWER.
 OM0063
 OM0063                          STATION RECOVERY (2006)
 OM0063
 OM0063'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OM0063'RECOVERED IN GOOD CONDITION. THE STATION IS 8.1 M SOUTHWEST OF
 OM0063'THE SOUTHWEST CORNER OF A STAINLESS STEEL RAILROAD SIGNAL CABINET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0076 ***********************************************************************
 OL0076  DESIGNATION -  C 87 RESET
 OL0076  PID         -  OL0076
 OL0076  STATE/COUNTY-  WI/OZAUKEE
 OL0076  COUNTRY     -  US
 OL0076  USGS QUAD   -  PORT WASHINGTON EAST (2018)
 OL0076
 OL0076                         *CURRENT SURVEY CONTROL
 OL0076  ______________________________________________________________________
 OL0076* NAD 83(1986) POSITION- 43 23 18.03   (N) 087 52 17.00   (W)   HD_HELD1
 OL0076* NAVD 88 ORTHO HEIGHT -   189.271 (meters)      620.97  (feet) ADJUSTED
 OL0076  ______________________________________________________________________
 OL0076  GEOID HEIGHT    -        -35.361 (meters)                     GEOID18
 OL0076  DYNAMIC HEIGHT  -        189.228 (meters)      620.83  (feet) COMP
 OL0076  MODELED GRAVITY -    980,391.4   (mgal)                       NAVD 88
 OL0076
 OL0076  VERT ORDER      -  FIRST     CLASS 0
 OL0076
 OL0076.The horizontal coordinates were determined by differentially corrected
 OL0076.hand held GPS observations or other comparable positioning techniques
 OL0076.and have an estimated accuracy of +/- 3 meters.
 OL0076
 OL0076.The orthometric height was determined by differential leveling and
 OL0076.adjusted by the NATIONAL GEODETIC SURVEY
 OL0076.in June 1991.
 OL0076
 OL0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0076.GEOID18 height accuracy estimate available here.
 OL0076
 OL0076.Click photographs - Photos may exist for this station.
 OL0076
 OL0076.The dynamic height is computed by dividing the NAVD 88
 OL0076.geopotential number by the normal gravity value computed on the
 OL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0076.degrees latitude (g = 980.6199 gals.).
 OL0076
 OL0076.The modeled gravity was interpolated from observed gravity values.
 OL0076
 OL0076;                    North         East    Units  Estimated Accuracy
 OL0076;SPC WI S     -   156,432.4     772,441.6     MT  (+/- 3 meters HH1 GPS) 
 OL0076
 OL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2942304309(NAD 83)
 OL0076
 OL0076                          SUPERSEDED SURVEY CONTROL
 OL0076
 OL0076.No superseded survey control is available for this station.
 OL0076
 OL0076_MARKER: DB = BENCH MARK DISK
 OL0076_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OL0076_SP_SET: STONE PILLAR
 OL0076_STAMPING: C 87 RESET 1969
 OL0076_MARK LOGO: CGS
 OL0076_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0076+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 OL0076
 OL0076  HISTORY     - Date     Condition        Report By
 OL0076  HISTORY     - 1969     MONUMENTED       CGS
 OL0076  HISTORY     - 1972     GOOD             NGS
 OL0076  HISTORY     - 1987     GOOD             USPSQD
 OL0076  HISTORY     - 20010416 GOOD             WIDT
 OL0076  HISTORY     - 20011028 GOOD             USPSQD
 OL0076  HISTORY     - 20031122 GOOD             USPSQD
 OL0076  HISTORY     - 20060524 GOOD             WIDT
 OL0076
 OL0076                          STATION DESCRIPTION
 OL0076
 OL0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0076'AT PORT WASHINGTON.
 OL0076'AT PORT WASHINGTON, AT THE NORTH ENTRANCE TO THE OLDER SECTION
 OL0076'OF THE COURTHOUSE BUILDING, 4.3 FEET WEST OF THE CENTER LINE
 OL0076'OF THE NORTH ENTRANCE TO BUILDING, 126 1/2 FEET WEST OF THE
 OL0076'CENTER LINE OF NORTH WISCONSIN STREET, 58 FEET SOUTH OF THE
 OL0076'CENTER LINE OF MAIN STREET, SET VERTICALLY IN THE NORTH FACE
 OL0076'OF FIRST STONE PILLAR WEST OF THE DOORWAY, 1.3 FEET ABOVE THE
 OL0076'CONCRETE LANDING AT TOP OF A STAIR STEP AND ABOUT 7 FEET ABOVE
 OL0076'THE LEVEL OF MAIN STREET.  SECTION 28, T 11N, R 22E
 OL0076
 OL0076                          STATION RECOVERY (1987)
 OL0076
 OL0076'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 OL0076'RECOVERED IN GOOD CONDITION.
 OL0076
 OL0076                          STATION RECOVERY (2001)
 OL0076
 OL0076'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0076'THE STATION IS LOCATED ABOUT 43 KM SOUTH OF SHEBOYGAN IN PORT
 OL0076'WASHINGTON.  OWNERSHIP--CITY OF PORT WASHINGTON.  TO REACH THE
 OL0076'STATION FROM THE JUNCTION OF STATE HIGHWAY 32 NORTH AND STATE HIGHWAY
 OL0076'33 EAST WITH STATE HIGHWAY 32 SOUTH WITH STATE HIGHWAY 33 WEST AT THE
 OL0076'INTERSECTION OF SPRING STREET AND GRAND AVENUE IN THE CITY OF PORT
 OL0076'WASHINGTON, GO EAST ON STATE HIGHWAY 32 NORTH AND STATE HIGHWAY 33
 OL0076'EAST FOR 1.0 KM TO MILWAUKEE STREET, TURN LEFT AND GO NORTH ON
 OL0076'MILWAUKEE STREET FOR 0.2 KM TO MAIN STREET, TURN RIGHT AND GO EAST ON
 OL0076'MAIN STREET FOR 0.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 OL0076'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN A STONE
 OL0076'PILLAR AND ABOUT 2 M ABOVE THE ROAD PAVEMENT.  THE STATION IS 18.0 M
 OL0076'SOUTH OF THE CENTERLINE OF WEST MAIN STREET, 38.4 M WEST OF THE
 OL0076'CENTERLINE OF WISCONSIN STREET, 0.4 M WEST OF THE ENTRANCE DOOR, AND
 OL0076'0.4 M ABOVE THE TOP STEP. --NOTE--THE STATION IS SET VERTICALLY.
 OL0076
 OL0076                          STATION RECOVERY (2001)
 OL0076
 OL0076'RECOVERY NOTE BY US POWER SQUADRON 2001
 OL0076'RECOVERED IN GOOD CONDITION.
 OL0076
 OL0076                          STATION RECOVERY (2003)
 OL0076
 OL0076'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0076'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS 3.0 FEET UNDER
 OL0076'THE ADDRESS SIGN --109--.
 OL0076
 OL0076                          STATION RECOVERY (2006)
 OL0076
 OL0076'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OL0076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0225 ***********************************************************************
 OL0225  DESIGNATION -  C 88
 OL0225  PID         -  OL0225
 OL0225  STATE/COUNTY-  WI/SHEBOYGAN
 OL0225  COUNTRY     -  US
 OL0225  USGS QUAD   -  SHEBOYGAN NORTH (2018)
 OL0225
 OL0225                         *CURRENT SURVEY CONTROL
 OL0225  ______________________________________________________________________
 OL0225* NAD 83(1986) POSITION- 43 50 52.70   (N) 087 44 45.58   (W)   HD_HELD1
 OL0225* NAVD 88 ORTHO HEIGHT -   193.595 (meters)      635.15  (feet) ADJUSTED
 OL0225  ______________________________________________________________________
 OL0225  GEOID HEIGHT    -        -35.935 (meters)                     GEOID18
 OL0225  DYNAMIC HEIGHT  -        193.560 (meters)      635.04  (feet) COMP
 OL0225  MODELED GRAVITY -    980,432.3   (mgal)                       NAVD 88
 OL0225
 OL0225  VERT ORDER      -  SECOND    CLASS I
 OL0225
 OL0225.The horizontal coordinates were determined by differentially corrected
 OL0225.hand held GPS observations or other comparable positioning techniques
 OL0225.and have an estimated accuracy of +/- 3 meters.
 OL0225
 OL0225.The orthometric height was determined by differential leveling and
 OL0225.adjusted by the WI DEPT OF TRANSP
 OL0225.in May 2012.
 OL0225
 OL0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0225.GEOID18 height accuracy estimate available here.
 OL0225
 OL0225.Click photographs - Photos may exist for this station.
 OL0225
 OL0225.The dynamic height is computed by dividing the NAVD 88
 OL0225.geopotential number by the normal gravity value computed on the
 OL0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0225.degrees latitude (g = 980.6199 gals.).
 OL0225
 OL0225.The modeled gravity was interpolated from observed gravity values.
 OL0225
 OL0225;                    North         East    Units  Estimated Accuracy
 OL0225;SPC WI S     -   207,744.9     781,217.4     MT  (+/- 3 meters HH1 GPS) 
 OL0225
 OL0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4003755258(NAD 83)
 OL0225
 OL0225                          SUPERSEDED SURVEY CONTROL
 OL0225
 OL0225  NAVD 88 (04/20/07)  193.554  (m)          635.02   (f) SUPERSEDED  2 1
 OL0225  NAVD 88 (05/16/03)  193.598  (m)          635.16   (f) SUPERSEDED  2 1
 OL0225  NAVD 88 (06/15/91)  193.556  (m)          635.03   (f) SUPERSEDED  1 0
 OL0225  NGVD 29 (??/??/92)  193.532  (m)          634.95   (f) ADJ UNCH    2 0
 OL0225
 OL0225.Superseded values are not recommended for survey control.
 OL0225
 OL0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0225.See file dsdata.pdf to determine how the superseded data were derived.
 OL0225
 OL0225_MARKER: DB = BENCH MARK DISK
 OL0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0225_STAMPING: C 88 1934
 OL0225_MARK LOGO: CGS
 OL0225_PROJECTION: PROJECTING 5 CENTIMETERS
 OL0225_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0225+STABILITY: SURFACE MOTION
 OL0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0225+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 OL0225
 OL0225  HISTORY     - Date     Condition        Report By
 OL0225  HISTORY     - 1934     MONUMENTED       CGS
 OL0225  HISTORY     - 1972     GOOD             NGS
 OL0225  HISTORY     - 2001     GOOD             WIDT
 OL0225  HISTORY     - 20031207 GOOD             USPSQD
 OL0225  HISTORY     - 20060104 GOOD             USPSQD
 OL0225  HISTORY     - 20060426 GOOD             WIDT
 OL0225
 OL0225                          STATION DESCRIPTION
 OL0225
 OL0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0225'AT HAVEN.
 OL0225'AT HAVEN, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, 387 FEET
 OL0225'SOUTH OF THE CENTER LINE OF THE CROSSING OF COUNTY ROAD A, 54
 OL0225'FEET WEST OF AND ACROSS THE MAIN TRACK FROM A SWITCH STAND, 25
 OL0225'FEET WEST OF THE WEST RAIL, 20 1/2 FEET EAST OF THE RAILROAD
 OL0225'RIGHT-OF-WAY FENCE LINE, 3 1/2 FEET NORTHEAST OF A TELEPHONE
 OL0225'POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 1/2 FEET BELOW
 OL0225'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 OL0225'INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 21, T16N, R 23E.
 OL0225
 OL0225                          STATION RECOVERY (2001)
 OL0225
 OL0225'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0225'THE STATION IS LOCATED ABOUT 11 KM NORTH OF SHEBOYGAN AND 7 KM SOUTH
 OL0225'OF CLEVELAND. OWNERSHIP--UNION PACIFIC RAIL ROAD. TO REACH THE
 OL0225'STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE HIGHWAY 42
 OL0225'ABOUT 13 KM NORTHWEST OF THE CITY OF SHEBOYGAN, GO NORTH ON STATE
 OL0225'HIGHWAY 42 FOR 1.3 KM TO COUNTY HIGHWAY FF, TURN RIGHT AND GO EAST ON
 OL0225'COUNTY HIGHWAY FF FOR 6.1 KM TO THE RAILROAD TRACKS AND THE STATION
 OL0225'ON THE RIGHT. THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 OL0225'BENCH MARK DISK SET IN A 13-CM SQUARE CONCRETE POST ABOUT 0.5 M BELOW
 OL0225'THE RAILROAD TRACKS. THE STATION IS 8.5 M WEST OF THE CENTERLINE OF
 OL0225'RAILROAD TRACKS, 100 M SOUTH OF SOUTH EDGE OF COUNTY HIGHWAY FF, 27.2
 OL0225'M SOUTHWEST OF POWER POLE, 4 M EAST OF A CULTIVATED FIELD, 0.8 M
 OL0225'NORTH OF AN ORANGE FIBERGLASS WITNESS POST AND 0.3 M EAST OF A YELLOW
 OL0225'STEEL WITNESS POST. THIS STATION IS OBSTRUCTED ABOVE 30 DEGREES IN
 OL0225'ALL QUADRANTS.
 OL0225
 OL0225                          STATION RECOVERY (2003)
 OL0225
 OL0225'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0225'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 42 FEET
 OL0225'WEST-NORTHWEST OF A RAILROAD --1/4-- SIGN POST.
 OL0225
 OL0225                          STATION RECOVERY (2006)
 OL0225
 OL0225'RECOVERY NOTE BY US POWER SQUADRON 2006 (FEB)
 OL0225'RECOVERED IN GOOD CONDITION.
 OL0225
 OL0225                          STATION RECOVERY (2006)
 OL0225
 OL0225'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OL0225'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT PROJECTS 15 CM ABOVE
 OL0225'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0011 ***********************************************************************
 OM0011  DESIGNATION -  C 90
 OM0011  PID         -  OM0011
 OM0011  STATE/COUNTY-  WI/SHEBOYGAN
 OM0011  COUNTRY     -  US
 OM0011  USGS QUAD   -  ELKHART LAKE (2018)
 OM0011
 OM0011                         *CURRENT SURVEY CONTROL
 OM0011  ______________________________________________________________________
 OM0011* NAD 83(1986) POSITION- 43 47 28.0    (N) 088 00 34.2    (W)   HD_HELD2
 OM0011* NAVD 88 ORTHO HEIGHT -   278.729 (meters)      914.46  (feet) ADJUSTED
 OM0011  ______________________________________________________________________
 OM0011  GEOID HEIGHT    -        -35.653 (meters)                     GEOID18
 OM0011  DYNAMIC HEIGHT  -        278.673 (meters)      914.28  (feet) COMP
 OM0011  MODELED GRAVITY -    980,411.1   (mgal)                       NAVD 88
 OM0011
 OM0011  VERT ORDER      -  SECOND    CLASS I
 OM0011
 OM0011.The horizontal coordinates were established by autonomous hand held GPS
 OM0011.observations and have an estimated accuracy of +/- 10 meters.
 OM0011
 OM0011.The orthometric height was determined by differential leveling and
 OM0011.adjusted by the WI DEPT OF TRANSP
 OM0011.in May 2012.
 OM0011
 OM0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0011.GEOID18 height accuracy estimate available here.
 OM0011
 OM0011.Click photographs - Photos may exist for this station.
 OM0011
 OM0011.The dynamic height is computed by dividing the NAVD 88
 OM0011.geopotential number by the normal gravity value computed on the
 OM0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0011.degrees latitude (g = 980.6199 gals.).
 OM0011
 OM0011.The modeled gravity was interpolated from observed gravity values.
 OM0011
 OM0011;                    North         East    Units  Estimated Accuracy
 OM0011;SPC WI S     -   200,890.      760,187.      MT  (+/- 10 meters HH2 GPS)
 OM0011
 OM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1878049167(NAD 83)
 OM0011
 OM0011                          SUPERSEDED SURVEY CONTROL
 OM0011
 OM0011  NAVD 88 (04/20/07)  278.692  (m)          914.34   (f) SUPERSEDED  2 1
 OM0011  NAVD 88 (05/16/03)  278.715  (m)          914.42   (f) SUPERSEDED  2 1
 OM0011  NAVD 88 (??/??/92)  278.715  (m)          914.42   (f) SUPERSEDED  3 0
 OM0011  NGVD 29 (??/??/92)  278.701  (m)          914.37   (f) ADJ UNCH    2 0
 OM0011
 OM0011.Superseded values are not recommended for survey control.
 OM0011
 OM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0011.See file dsdata.pdf to determine how the superseded data were derived.
 OM0011
 OM0011_MARKER: DB = BENCH MARK DISK
 OM0011_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OM0011_SP_SET: STEP
 OM0011_STAMPING: C 90 1934
 OM0011_MARK LOGO: CGS
 OM0011_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0011+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 OM0011
 OM0011  HISTORY     - Date     Condition        Report By
 OM0011  HISTORY     - 1934     MONUMENTED       CGS
 OM0011  HISTORY     - 2001     GOOD             WIDT
 OM0011  HISTORY     - 20031206 GOOD             USPSQD
 OM0011  HISTORY     - 20060501 GOOD             WIDT
 OM0011
 OM0011                          STATION DESCRIPTION
 OM0011
 OM0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0011'2 MI E FROM GLENBEULAH.
 OM0011'2.0 MILES EAST OF DEPOT ALONG THE CHICAGO AND NORTHWESTERN
 OM0011'RAILROAD, AT BRIDGE 859 1/2 UNDER WHICH ELECTRIC INTERURBAN
 OM0011'PASSES.  SET IN NORTH END OF THE EAST CONCRETE ABUTMENT, 3 1/2
 OM0011'FEET BELOW RAIL TOP AND 15 FEET NORTH OF CENTERLINE OF TRACK.
 OM0011
 OM0011                          STATION RECOVERY (2001)
 OM0011
 OM0011'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0011'THE STATION IS LOCATED ABOUT 34 KM EAST OF FOND DU LAC AND 22 KM
 OM0011'WEST-NORTHWEST OF SHEBOYGAN. OWNERSHIP--TOWN OF PLYMOUTH. TO REACH
 OM0011'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY
 OM0011'67 IN THE CITY OF PLYMOUTH, GO NORTH ON STATE HIGHWAY 67 FOR 3.2 KM
 OM0011'TO COUNTY HIGHWAY J, TURN LEFT AND GO WEST ON COUNTY HIGHWAY J FOR
 OM0011'2.1 KM TO COUNTY HIGHWAY C, CONTINUE WEST ON CAMP EVELYN ROAD FOR 0.1
 OM0011'KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE US COAST AND
 OM0011'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 1.0 M SQUARE
 OM0011'CONCRETE STEP AND ABOUT 1.0 M BELOW OLD RAILROAD BURM. THE STATION IS
 OM0011'126.4 M NORTH-NORTHWEST OF THE CENTERLINE OF CAMP EVELYN ROAD, 20.0 M
 OM0011'SOUTH OF NORTHERN MOST CONCRETE STAIRS, 4.6 M EAST OF THE CENTERLINE
 OM0011'OF OLD RAILROAD BURM AND 0.8 M SOUTH OF AN ORANGE FIBERGLASS WITNESS
 OM0011'POST. ---NOTE---THIS STATION IS COMPLETELY SURROUNDED BY TREES.
 OM0011'---NOTE2---SET IN THE TOP STEP OF SOUTHERN MOST STAIRS.
 OM0011
 OM0011                          STATION RECOVERY (2003)
 OM0011
 OM0011'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0011'RECOVERED IN GOOD CONDITION.  ADD-- THE OLD RAILROAD BURM IS ABOUT 60
 OM0011'FEET WEST OF THE CENTERLINE OF THE DRIVEWAY TO THE RESIDENCE AT
 OM0011'--W6236--.
 OM0011
 OM0011                          STATION RECOVERY (2006)
 OM0011
 OM0011'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OM0011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0008 ***********************************************************************
 OM0008  DESIGNATION -  C 91
 OM0008  PID         -  OM0008
 OM0008  STATE/COUNTY-  WI/CALUMET
 OM0008  COUNTRY     -  US
 OM0008  USGS QUAD   -  KIEL (2018)
 OM0008
 OM0008                         *CURRENT SURVEY CONTROL
 OM0008  ______________________________________________________________________
 OM0008* NAD 83(1986) POSITION- 43 56 53.     (N) 088 04 54.     (W)   SCALED
 OM0008* NAVD 88 ORTHO HEIGHT -   281.547 (meters)      923.71  (feet) ADJUSTED
 OM0008  ______________________________________________________________________
 OM0008  GEOID HEIGHT    -        -35.927 (meters)                     GEOID18
 OM0008  DYNAMIC HEIGHT  -        281.491 (meters)      923.53  (feet) COMP
 OM0008  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 OM0008
 OM0008  VERT ORDER      -  SECOND    CLASS 0
 OM0008
 OM0008.The horizontal coordinates were scaled from a map and have
 OM0008.an estimated accuracy of +/- 6 seconds.
 OM0008
 OM0008.The orthometric height was determined by differential leveling and
 OM0008.adjusted by the NATIONAL GEODETIC SURVEY
 OM0008.in June 1991.
 OM0008
 OM0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0008.GEOID18 height accuracy estimate available here.
 OM0008
 OM0008.Click photographs - Photos may exist for this station.
 OM0008
 OM0008.The dynamic height is computed by dividing the NAVD 88
 OM0008.geopotential number by the normal gravity value computed on the
 OM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0008.degrees latitude (g = 980.6199 gals.).
 OM0008
 OM0008.The modeled gravity was interpolated from observed gravity values.
 OM0008
 OM0008;                    North         East    Units  Estimated Accuracy
 OM0008;SPC WI S     -   218,190.      753,980.      MT  (+/- 180 meters Scaled)
 OM0008
 OM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP132666(NAD 83)
 OM0008
 OM0008                          SUPERSEDED SURVEY CONTROL
 OM0008
 OM0008  NGVD 29 (??/??/92)  281.536  (m)          923.67   (f) ADJ UNCH    2 0
 OM0008
 OM0008.Superseded values are not recommended for survey control.
 OM0008
 OM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0008.See file dsdata.pdf to determine how the superseded data were derived.
 OM0008
 OM0008_MARKER: DB = BENCH MARK DISK
 OM0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0008_SP_SET: BRIDGE
 OM0008_STAMPING: C 91 1934
 OM0008_MARK LOGO: CGS
 OM0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0008
 OM0008  HISTORY     - Date     Condition        Report By
 OM0008  HISTORY     - 1934     MONUMENTED       CGS
 OM0008  HISTORY     - 1942     GOOD             CGS
 OM0008  HISTORY     - 20011124 GOOD             USPSQD
 OM0008  HISTORY     - 20030630 MARK NOT FOUND   USPSQD
 OM0008
 OM0008                          STATION DESCRIPTION
 OM0008
 OM0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0008'AT NEW HOLSTEIN.
 OM0008'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD NEAR
 OM0008'SOUTH EDGE OF CITY LIMITS.  AT A 15 FOOT CONCRETE CULVERT AT
 OM0008'JUNCTION OF STATE HIWAY 57 AND COUNTY HIWAY J.  SET IN
 OM0008'NORTHWEST END OF SOUTHEAST CONCRETE WINGWALL, 65 FEET SOUTHWEST
 OM0008'OF CENTERLINE OF TRACK, 20 FEET NORTHEAST OF CENTERLINE OF
 OM0008'HIWAY 57 AND 3 FEET BELOW RAIL TOP.
 OM0008
 OM0008                          STATION RECOVERY (1942)
 OM0008
 OM0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 OM0008'RECOVERED IN GOOD CONDITION.
 OM0008
 OM0008                          STATION RECOVERY (2001)
 OM0008
 OM0008'RECOVERY NOTE BY US POWER SQUADRON 2001 (KCS)
 OM0008'RECOVERED IN GOOD CONDITION.
 OM0008
 OM0008                          STATION RECOVERY (2003)
 OM0008
 OM0008'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0008'STATION NOT FOUND.  A NEW CULVERT WAS CONSTRUCTED IN 1990.  A WIDT
 OM0008'UNSTAMPED DISK IS IN THE DESCRIBED POSITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0185 ***********************************************************************
 PN0185  DESIGNATION -  C 92
 PN0185  PID         -  PN0185
 PN0185  STATE/COUNTY-  WI/CALUMET
 PN0185  COUNTRY     -  US
 PN0185  USGS QUAD   -  POTTER (2018)
 PN0185
 PN0185                         *CURRENT SURVEY CONTROL
 PN0185  ______________________________________________________________________
 PN0185* NAD 83(1986) POSITION- 44 06 16.2    (N) 088 03 07.2    (W)   HD_HELD2
 PN0185* NAVD 88 ORTHO HEIGHT -   252.276 (meters)      827.68  (feet) ADJUSTED
 PN0185  ______________________________________________________________________
 PN0185  GEOID HEIGHT    -        -36.055 (meters)                     GEOID18
 PN0185  DYNAMIC HEIGHT  -        252.231 (meters)      827.53  (feet) COMP
 PN0185  MODELED GRAVITY -    980,436.0   (mgal)                       NAVD 88
 PN0185
 PN0185  VERT ORDER      -  SECOND    CLASS I
 PN0185
 PN0185.The horizontal coordinates were established by autonomous hand held GPS
 PN0185.observations and have an estimated accuracy of +/- 10 meters.
 PN0185
 PN0185.The orthometric height was determined by differential leveling and
 PN0185.adjusted by the WI DEPT OF TRANSP
 PN0185.in May 2012.
 PN0185
 PN0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0185.GEOID18 height accuracy estimate available here.
 PN0185
 PN0185.Click photographs - Photos may exist for this station.
 PN0185
 PN0185.The dynamic height is computed by dividing the NAVD 88
 PN0185.geopotential number by the normal gravity value computed on the
 PN0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0185.degrees latitude (g = 980.6199 gals.).
 PN0185
 PN0185.The modeled gravity was interpolated from observed gravity values.
 PN0185
 PN0185;                    North         East    Units  Estimated Accuracy
 PN0185;SPC WI S     -   235,620.      755,954.      MT  (+/- 10 meters HH2 GPS)
 PN0185
 PN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1580484017(NAD 83)
 PN0185
 PN0185                          SUPERSEDED SURVEY CONTROL
 PN0185
 PN0185  NAVD 88 (04/20/07)  252.233  (m)          827.53   (f) SUPERSEDED  2 1
 PN0185  NAVD 88 (05/16/03)  252.263  (m)          827.63   (f) SUPERSEDED  2 1
 PN0185  NAVD 88 (06/15/91)  252.283  (m)          827.70   (f) SUPERSEDED  2 0
 PN0185  NGVD 29 (??/??/92)  252.290  (m)          827.72   (f) ADJ UNCH    2 0
 PN0185
 PN0185.Superseded values are not recommended for survey control.
 PN0185
 PN0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0185.See file dsdata.pdf to determine how the superseded data were derived.
 PN0185
 PN0185_MARKER: DB = BENCH MARK DISK
 PN0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0185_STAMPING: C 92 1934
 PN0185_MARK LOGO: CGS
 PN0185_PROJECTION: PROJECTING 10 CENTIMETERS
 PN0185_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0185+STABILITY: SURFACE MOTION
 PN0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0185+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 PN0185
 PN0185  HISTORY     - Date     Condition        Report By
 PN0185  HISTORY     - 1934     MONUMENTED       CGS
 PN0185  HISTORY     - 20000806 GOOD             USPSQD
 PN0185  HISTORY     - 2001     GOOD             WIDT
 PN0185  HISTORY     - 20030630 GOOD             USPSQD
 PN0185  HISTORY     - 20050817 GOOD             WIDT
 PN0185
 PN0185                          STATION DESCRIPTION
 PN0185
 PN0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0185'2.1 MI E FROM POTTER.
 PN0185'2.1 MILES EAST OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 PN0185'SAULT STE MARIE RAILROAD 2 POLES EAST OF PUBLIC CROSSING AT
 PN0185'WEST END OF OPEN CUT SOUTH OF FARM HOUSE.  SET IN POST, 2 FEET
 PN0185'BELOW RAIL TOP, 3 FEET SOUTH OF FENCE, 35 FEET WEST OF THE
 PN0185'WEST END OF SNOW FENCE AND 47 FEET NORTH OF CENTERLINE OF TRACK.
 PN0185
 PN0185                          STATION RECOVERY (2000)
 PN0185
 PN0185'RECOVERY NOTE BY US POWER SQUADRON 2000 (JLC)
 PN0185'RECOVERED IN GOOD CONDITION.
 PN0185
 PN0185                          STATION RECOVERY (2001)
 PN0185
 PN0185'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0185'THE STATION IS LOCATED ABOUT 48 KM NORTHEAST OF FOND DU LAC, 30 KM
 PN0185'WEST OF MANITOWOC, AND 30 KM SOUTHEAST OF APPLETON.  OWNERSHIP-- TOWN
 PN0185'OF RANTOUL.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10
 PN0185'WITH STATE HIGHWAY 32 ABOUT 16 KM SOUTHEAST OF THE CITY OF APPLETON,
 PN0185'GO EAST ON US HIGHWAY 10 FOR 8.5 KM TO COUNTY HIGHWAY PP/MAIN STREET
 PN0185'IN THE CITY OF BRILLION, CONTINUE EAST ON US HIGHWAY 10 FOR 1.6 KM TO
 PN0185'LONG LAKE ROAD, TURN RIGHT AND GO SOUTH ON LONG LAKE ROAD FOR 6.7 KM
 PN0185'TO COUNTY HIGHWAY JJ, CONINTUE SOUTH ON COUNTY HIGHWAY JJ FOR 1.5 KM
 PN0185'TO FISCHER ROAD, TURN RIGHT AND GO WEST ON FISCHER ROAD FOR 0.8 KM TO
 PN0185'EAST RIVER ROAD, TURN LEFT AND GO SOUTH ON RIVER ROAD FOR 0.5 KM TO
 PN0185'THE STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND
 PN0185'GEODETIC SURVEY GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 PN0185'OF A 24 CM DIAMETER SQUARE CONCRETE POST ABOUT 0.5 M BELOW RAILROAD
 PN0185'TRACKS.  THE STATION IS 111.0 M EAST OF THE OF CENTERLINE OF EAST
 PN0185'RIVER ROAD, 13.6 M NORTH OF NORTHERN MOST RAIL, 9.5 M EAST-SOUTHEAST
 PN0185'OF WESTERN MOST END OF ROCK PILE, 2.3 M SOUTHWEST OF 120 CM DIAMETER
 PN0185'JACK PINE 60 FEET TALL, 0.8 M WEST OF AN ORANGE FIBERGLASS WITNESS
 PN0185'POST.  ---NOTE--- ALL QUADRANTS BLOCKED FOR GPS
 PN0185
 PN0185                          STATION RECOVERY (2003)
 PN0185
 PN0185'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0185'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE
 PN0185'SOUTHERN END OF THE PROPERTY AT N5976 EAST RIVER ROAD.  IT IS 0.8 FEET
 PN0185'SOUTH OF A WHITE METAL WITNESS POST.
 PN0185
 PN0185                          STATION RECOVERY (2005)
 PN0185
 PN0185'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0242 ***********************************************************************
 PN0242  DESIGNATION -  C 93
 PN0242  PID         -  PN0242
 PN0242  STATE/COUNTY-  WI/WAUPACA
 PN0242  COUNTRY     -  US
 PN0242  USGS QUAD   -  READFIELD (2018)
 PN0242
 PN0242                         *CURRENT SURVEY CONTROL
 PN0242  ______________________________________________________________________
 PN0242* NAD 83(1986) POSITION- 44 17 14.     (N) 088 46 09.     (W)   SCALED
 PN0242* NAVD 88 ORTHO HEIGHT -   250.050 (meters)      820.37  (feet) ADJUSTED
 PN0242  ______________________________________________________________________
 PN0242  GEOID HEIGHT    -        -36.505 (meters)                     GEOID18
 PN0242  DYNAMIC HEIGHT  -        250.005 (meters)      820.22  (feet) COMP
 PN0242  MODELED GRAVITY -    980,434.5   (mgal)                       NAVD 88
 PN0242
 PN0242  VERT ORDER      -  SECOND    CLASS 0
 PN0242
 PN0242.The horizontal coordinates were scaled from a map and have
 PN0242.an estimated accuracy of +/- 6 seconds.
 PN0242
 PN0242.The orthometric height was determined by differential leveling and
 PN0242.adjusted by the NATIONAL GEODETIC SURVEY
 PN0242.in June 1991.
 PN0242
 PN0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0242.GEOID18 height accuracy estimate available here.
 PN0242
 PN0242.Click photographs - Photos may exist for this station.
 PN0242
 PN0242.The dynamic height is computed by dividing the NAVD 88
 PN0242.geopotential number by the normal gravity value computed on the
 PN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0242.degrees latitude (g = 980.6199 gals.).
 PN0242
 PN0242.The modeled gravity was interpolated from observed gravity values.
 PN0242
 PN0242;                    North         East    Units  Estimated Accuracy
 PN0242;SPC WI C     -    51,180.      698,240.      MT  (+/- 180 meters Scaled)
 PN0242
 PN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ588052(NAD 83)
 PN0242
 PN0242                          SUPERSEDED SURVEY CONTROL
 PN0242
 PN0242  NGVD 29 (??/??/92)  250.071  (m)          820.44   (f) ADJ UNCH    2 0
 PN0242
 PN0242.Superseded values are not recommended for survey control.
 PN0242
 PN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0242.See file dsdata.pdf to determine how the superseded data were derived.
 PN0242
 PN0242_MARKER: DB = BENCH MARK DISK
 PN0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0242_SP_SET: BRIDGE
 PN0242_STAMPING: C 93 1934
 PN0242_MARK LOGO: CGS
 PN0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0242
 PN0242  HISTORY     - Date     Condition        Report By
 PN0242  HISTORY     - 1934     MONUMENTED       CGS
 PN0242  HISTORY     - 1957     MARK NOT FOUND   LOCENG
 PN0242
 PN0242                          STATION DESCRIPTION
 PN0242
 PN0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0242'3.1 MI E FROM FREMONT STATION.
 PN0242'3.1 MILES EAST OF ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE
 PN0242'MARIE RAILROAD AT CROSSING OF COUNTY ROAD WEST.  AT STRUCTURE
 PN0242'204.16, SET IN CENTER OF THE EAST HEADWALL OF ROAD BRIDGE,
 PN0242'132 FEET SOUTH OF CENTERLINE OF TRACKS.
 PN0242
 PN0242                          STATION RECOVERY (1957)
 PN0242
 PN0242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 PN0242'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0128 ***********************************************************************
 OM0128  DESIGNATION -  C 94
 OM0128  PID         -  OM0128
 OM0128  STATE/COUNTY-  WI/WINNEBAGO
 OM0128  COUNTRY     -  US
 OM0128  USGS QUAD   -  PICKETT (2018)
 OM0128
 OM0128                         *CURRENT SURVEY CONTROL
 OM0128  ______________________________________________________________________
 OM0128* NAD 83(1986) POSITION- 43 57 19.9    (N) 088 40 46.4    (W)   HD_HELD2
 OM0128* NAVD 88 ORTHO HEIGHT -   255.421 (meters)      837.99  (feet) ADJUSTED
 OM0128  ______________________________________________________________________
 OM0128  GEOID HEIGHT    -        -36.253 (meters)                     GEOID18
 OM0128  DYNAMIC HEIGHT  -        255.368 (meters)      837.82  (feet) COMP
 OM0128  MODELED GRAVITY -    980,407.3   (mgal)                       NAVD 88
 OM0128
 OM0128  VERT ORDER      -  SECOND    CLASS I
 OM0128
 OM0128.The horizontal coordinates were established by autonomous hand held GPS
 OM0128.observations and have an estimated accuracy of +/- 10 meters.
 OM0128
 OM0128.The orthometric height was determined by differential leveling and
 OM0128.adjusted by the WI DEPT OF TRANSP
 OM0128.in May 2012.
 OM0128
 OM0128.No vertical observational check was made to the station.
 OM0128
 OM0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0128.GEOID18 height accuracy estimate available here.
 OM0128
 OM0128.Click photographs - Photos may exist for this station.
 OM0128
 OM0128.The dynamic height is computed by dividing the NAVD 88
 OM0128.geopotential number by the normal gravity value computed on the
 OM0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0128.degrees latitude (g = 980.6199 gals.).
 OM0128
 OM0128.The modeled gravity was interpolated from observed gravity values.
 OM0128
 OM0128;                    North         East    Units  Estimated Accuracy
 OM0128;SPC WI S     -   218,085.      705,980.      MT  (+/- 10 meters HH2 GPS)
 OM0128
 OM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6524168304(NAD 83)
 OM0128
 OM0128                          SUPERSEDED SURVEY CONTROL
 OM0128
 OM0128  NAVD 88 (04/20/07)  255.393  (m)          837.90   (f) SUPERSEDED  2 1
 OM0128  NAVD 88 (02/05/01)  255.369  (m)          837.82   (f) SUPERSEDED  2 1
 OM0128  NAVD 88 (06/15/91)  255.362  (m)          837.80   (f) SUPERSEDED  2 0
 OM0128  NGVD 29 (??/??/92)  255.382  (m)          837.87   (f) ADJ UNCH    2 0
 OM0128
 OM0128.Superseded values are not recommended for survey control.
 OM0128
 OM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0128.See file dsdata.pdf to determine how the superseded data were derived.
 OM0128
 OM0128_MARKER: DS = TRIANGULATION STATION DISK
 OM0128_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OM0128_SP_SET: BRIDGE PARAPET
 OM0128_STAMPING: C 94 1934
 OM0128_MARK LOGO: CGS
 OM0128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0128+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2009
 OM0128
 OM0128  HISTORY     - Date     Condition        Report By
 OM0128  HISTORY     - 1934     MONUMENTED       CGS
 OM0128  HISTORY     - 19950701 GOOD             USPSQD
 OM0128  HISTORY     - 20000314 GOOD             WIDT
 OM0128  HISTORY     - 20031217 GOOD             USPSQD
 OM0128  HISTORY     - 20050523 GOOD             WIDT
 OM0128  HISTORY     - 20060922 GOOD             USPSQD
 OM0128  HISTORY     - 20090730 GOOD             GEOCAC
 OM0128
 OM0128                          STATION DESCRIPTION
 OM0128
 OM0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0128'AT FISK.
 OM0128'AT FISK, WINNEBAGO COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 OM0128'AND PACIFIC RAILROAD, 2 POLES NORTHEAST OF THE STATION, 3 POLES
 OM0128'SOUTHWEST OF MILEPOST 180, AT A ROAD CROSSING, AT BRIDGE D 156,
 OM0128'IN THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT, 9 FEET
 OM0128'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 1 FOOT SOUTHWEST OF
 OM0128'THE FACE OF THE ABUTMENT, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 OM0128'A STANDARD TRIANGULATION-STATION DISK, STAMPED C 94 1934.
 OM0128
 OM0128                          STATION RECOVERY (1995)
 OM0128
 OM0128'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0128'RECOVERED IN GOOD CONDITION.
 OM0128
 OM0128                          STATION RECOVERY (2000)
 OM0128
 OM0128'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0128'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) NORTHWEST OF FOND DU
 OM0128'LAC AND 12.87 KM (8.00 MI) SOUTHWEST OF OSHKOSH. OWNERSHIP--WISCONSIN
 OM0128'SOUTHERN LIMITED RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 OM0128'US HIGHWAY 41 WITH STATE HIGHWAY 44, ABOUT 3.22 KM (2.00 MI) SOUTHWEST
 OM0128'OF THE CITY OF OSHKOSH, GO SOUTHWEST ON STATE HIGHWAY 44 FOR 9.25 KM
 OM0128'(5.75 MI) TO COUNTY HIGHWAY FF ON THE RIGHT, TURN RIGHT AND GO NORTH
 OM0128'ON COUNTY HIGHWAY FF FOR 0.56 KM (0.35 MI) TO FISK ROAD ON THE LEFT,
 OM0128'CONTINUE NORTH ON COUNTY FF FOR 0.32 KM (0.20 MI) TO THE WISCONSIN
 OM0128'SOUTHERN LIMITED RAILROAD TRACKS, AND THE STATION ON THE RIGHT.  THE
 OM0128'STATION IS A BRONZE US CGS TRIANGULATION STATION DISK STAMPED --C 94
 OM0128'1934-- SET IN THE TOP OF A CONCRETE BRIDGE PARAPET RECESSED 0.5 CM
 OM0128'BELOW THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.
 OM0128'THE STATION IS 12.7 M (41.7 FT) EAST OF THE CENTERLINE OF COUNTY
 OM0128'HIGHWAY FF, 2.7 M (8.9 FT) SOUTHEAST OF THE SOUTHERN MOST RAIL, 14.8 M
 OM0128'(48.6 FT) NORTHEAST OF THE WISCONSIN SOUTHERN LIMITED RAILROAD SIGNAL
 OM0128'BOX, 7.6 M (24.9 FT) NORTHWEST OF POWERPOLE --1715-11L12--, AND 1.3 M
 OM0128'(4.3 FT) EAST OF AN ORANGE PLASTIC WITNESS POST.  ---NOTE---VISIBLE
 OM0128'OBSTRUCTIONS AT THIS STATION ARE TREES IN THE NORTHWEST, NORTH AND
 OM0128'SOUTHEAST QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON, TREES
 OM0128'IN THE WEST QUADRANT EXTENDING TO 20 DEGREES ABOVE THE HORIZON,
 OM0128'POWERLINES IN THE SOUTH QUADRANT EXTENDING TO 40 DEGREES ABOVE THE
 OM0128'HORIZON, AND POWERLINES FROM THE NORTHEAST QUADRANT TO THE SOUTHEAST
 OM0128'QUADRANT EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
 OM0128
 OM0128                          STATION RECOVERY (2003)
 OM0128
 OM0128'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0128'RECOVERED IN GOOD CONDITION.
 OM0128
 OM0128                          STATION RECOVERY (2005)
 OM0128
 OM0128'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0128'RECOVERED IN GOOD CONDITION.
 OM0128
 OM0128                          STATION RECOVERY (2006)
 OM0128
 OM0128'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0128'RECOVERED IN GOOD CONDITION.
 OM0128
 OM0128                          STATION RECOVERY (2009)
 OM0128
 OM0128'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 OM0128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0307 ***********************************************************************
 OM0307  DESIGNATION -  C 95
 OM0307  PID         -  OM0307
 OM0307  STATE/COUNTY-  WI/MARQUETTE
 OM0307  COUNTRY     -  US
 OM0307  USGS QUAD   -  MONTELLO (2018)
 OM0307
 OM0307                         *CURRENT SURVEY CONTROL
 OM0307  ______________________________________________________________________
 OM0307* NAD 83(1986) POSITION- 43 49 05.     (N) 089 15 53.     (W)   SCALED
 OM0307* NAVD 88 ORTHO HEIGHT -   246.805 (meters)      809.73  (feet) ADJUSTED
 OM0307  ______________________________________________________________________
 OM0307  GEOID HEIGHT    -        -36.100 (meters)                     GEOID18
 OM0307  DYNAMIC HEIGHT  -        246.748 (meters)      809.54  (feet) COMP
 OM0307  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 OM0307
 OM0307  VERT ORDER      -  SECOND    CLASS 0
 OM0307
 OM0307.The horizontal coordinates were scaled from a map and have
 OM0307.an estimated accuracy of +/- 6 seconds.
 OM0307
 OM0307.The orthometric height was determined by differential leveling and
 OM0307.adjusted by the NATIONAL GEODETIC SURVEY
 OM0307.in June 1991.
 OM0307
 OM0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0307.GEOID18 height accuracy estimate available here.
 OM0307
 OM0307.Click photographs - Photos may exist for this station.
 OM0307
 OM0307.The dynamic height is computed by dividing the NAVD 88
 OM0307.geopotential number by the normal gravity value computed on the
 OM0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0307.degrees latitude (g = 980.6199 gals.).
 OM0307
 OM0307.The modeled gravity was interpolated from observed gravity values.
 OM0307
 OM0307;                    North         East    Units  Estimated Accuracy
 OM0307;SPC WI S     -   202,230.      659,150.      MT  (+/- 180 meters Scaled)
 OM0307
 OM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP178541(NAD 83)
 OM0307
 OM0307                          SUPERSEDED SURVEY CONTROL
 OM0307
 OM0307  NGVD 29 (??/??/92)  246.835  (m)          809.82   (f) ADJ UNCH    2 0
 OM0307
 OM0307.Superseded values are not recommended for survey control.
 OM0307
 OM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0307.See file dsdata.pdf to determine how the superseded data were derived.
 OM0307
 OM0307_MARKER: DB = BENCH MARK DISK
 OM0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0307_STAMPING: C 95 1935
 OM0307_MARK LOGO: CGS
 OM0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0307+STABILITY: SURFACE MOTION
 OM0307
 OM0307  HISTORY     - Date     Condition        Report By
 OM0307  HISTORY     - 1934     MONUMENTED       CGS
 OM0307  HISTORY     - 1990     POOR             USPSQD
 OM0307  HISTORY     - 19910406 POOR             USPSQD
 OM0307  HISTORY     - 19990918 MARK NOT FOUND   USPSQD
 OM0307  HISTORY     - 20030514 MARK NOT FOUND   WIDT
 OM0307
 OM0307                          STATION DESCRIPTION
 OM0307
 OM0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0307'4.1 MI NE FROM MONTELLO.
 OM0307'4.1 MILES NORTHEAST ALONG STATE HIGHWAY 23 FROM THE STATE BANK
 OM0307'AT MONTELLO, MARQUETTE COUNTY, AT THE JUNCTION OF A SIDE ROAD
 OM0307'LEADING NORTH, 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 OM0307'17 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A
 OM0307'FENCE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 OM0307'STAMPED C 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OM0307
 OM0307                          STATION RECOVERY (1990)
 OM0307
 OM0307'RECOVERY NOTE BY US POWER SQUADRON 1990 (GTS)
 OM0307'MARK RECOVERED IN POOR CONDITION.
 OM0307
 OM0307                          STATION RECOVERY (1991)
 OM0307
 OM0307'RECOVERY NOTE BY US POWER SQUADRON 1991 (GTS)
 OM0307'MARK RECOVERED IN POOR CONDITION.
 OM0307
 OM0307                          STATION RECOVERY (1999)
 OM0307
 OM0307'RECOVERY NOTE BY US POWER SQUADRON 1999
 OM0307'MARK NOT FOUND.
 OM0307
 OM0307                          STATION RECOVERY (2003)
 OM0307
 OM0307'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0307'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0511 ***********************************************************************
 OM0511  DESIGNATION -  C 96
 OM0511  PID         -  OM0511
 OM0511  STATE/COUNTY-  WI/ADAMS
 OM0511  COUNTRY     -  US
 OM0511  USGS QUAD   -  ADAMS (2018)
 OM0511
 OM0511                         *CURRENT SURVEY CONTROL
 OM0511  ______________________________________________________________________
 OM0511* NAD 83(1986) POSITION- 43 57 50.5    (N) 089 49 02.8    (W)   HD_HELD2
 OM0511* NAVD 88 ORTHO HEIGHT -   292.543 (meters)      959.78  (feet) ADJUSTED
 OM0511  ______________________________________________________________________
 OM0511  GEOID HEIGHT    -        -35.439 (meters)                     GEOID18
 OM0511  DYNAMIC HEIGHT  -        292.481 (meters)      959.58  (feet) COMP
 OM0511  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 OM0511
 OM0511  VERT ORDER      -  SECOND    CLASS I
 OM0511
 OM0511.The horizontal coordinates were established by autonomous hand held GPS
 OM0511.observations and have an estimated accuracy of +/- 10 meters.
 OM0511
 OM0511.The orthometric height was determined by differential leveling and
 OM0511.adjusted by the WI DEPT OF TRANSP
 OM0511.in May 2012.
 OM0511
 OM0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0511.GEOID18 height accuracy estimate available here.
 OM0511
 OM0511.Click photographs - Photos may exist for this station.
 OM0511
 OM0511.The dynamic height is computed by dividing the NAVD 88
 OM0511.geopotential number by the normal gravity value computed on the
 OM0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0511.degrees latitude (g = 980.6199 gals.).
 OM0511
 OM0511.The modeled gravity was interpolated from observed gravity values.
 OM0511
 OM0511;                    North         East    Units  Estimated Accuracy
 OM0511;SPC WI S     -   218,206.      614,651.      MT  (+/- 10 meters HH2 GPS)
 OM0511
 OM0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7397471736(NAD 83)
 OM0511
 OM0511                          SUPERSEDED SURVEY CONTROL
 OM0511
 OM0511  NAVD 88 (04/20/07)  292.526  (m)          959.73   (f) SUPERSEDED  2 1
 OM0511  NAVD 88 (06/15/91)  292.509  (m)          959.67   (f) SUPERSEDED  2 0
 OM0511  NGVD 29 (??/??/92)  292.527  (m)          959.73   (f) ADJ UNCH    2 0
 OM0511
 OM0511.Superseded values are not recommended for survey control.
 OM0511
 OM0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0511.See file dsdata.pdf to determine how the superseded data were derived.
 OM0511
 OM0511_MARKER: DB = BENCH MARK DISK
 OM0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0511_SP_SET: BUILDING
 OM0511_STAMPING: C 96 1934
 OM0511_MARK LOGO: CGS
 OM0511_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0511+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 OM0511
 OM0511  HISTORY     - Date     Condition        Report By
 OM0511  HISTORY     - 1934     MONUMENTED       CGS
 OM0511  HISTORY     - 19950903 GOOD             USPSQD
 OM0511  HISTORY     - 20011030 GOOD             USPSQD
 OM0511  HISTORY     - 20030430 GOOD             WIDT
 OM0511  HISTORY     - 20041009 GOOD             USPSQD
 OM0511  HISTORY     - 20100601 GOOD             WIDT
 OM0511
 OM0511                          STATION DESCRIPTION
 OM0511
 OM0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0511'AT ADAMS.
 OM0511'AT ADAMS, ADAMS COUNTY, AT THE ADAMS-FRIENDSHIP HIGH SCHOOL,
 OM0511'AT THE NORTHWEST CORNER OF THE BUILDING, IN THE WEST BRICK WALL,
 OM0511'AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED C
 OM0511'96 1934 AND SET VERTICALLY.
 OM0511
 OM0511                          STATION RECOVERY (1995)
 OM0511
 OM0511'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0511'RECOVERED IN GOOD CONDITION.
 OM0511
 OM0511                          STATION RECOVERY (2001)
 OM0511
 OM0511'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 OM0511'IS NOW MIDDLE SCHOOL ON THE CORNER OF PARK AND MAIN ST.- EAST SIDE.
 OM0511
 OM0511                          STATION RECOVERY (2003)
 OM0511
 OM0511'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0511'OWNERSHIP--CITY OF ADAMS.  THE STATION IS LOCATED AT ADAMS-FRIENDSHIP
 OM0511'MIDDLE SCHOOL --420 NORTH MAIN STREET--.  THE STATION IS A BRONZE US
 OM0511'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE NORTHWEST CORNER
 OM0511'OF THE WEST BRICK WALL ABOUT 1.2 M (3.9 FT) ABOVE THE PARKING LOT.
 OM0511'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE TO
 OM0511'BEING SET VERTICALLY.
 OM0511
 OM0511                          STATION RECOVERY (2004)
 OM0511
 OM0511'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 OM0511'STATION RECOVERED IN GOOD CONDITION. ADD-- THE ADDRESS OF THE STATION
 OM0511'IS 420 NORTH MAIN STREET WHICH IS SOUTH OF HWY 13. THE MARK IS NOW SET
 OM0511'IN THE  MIDDLE SCHOOL INSTEAD OF THE HIGH SCHOOL.
 OM0511
 OM0511                          STATION RECOVERY (2010)
 OM0511
 OM0511'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 OM0511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0416 ***********************************************************************
 PN0416  DESIGNATION -  C 97
 PN0416  PID         -  PN0416
 PN0416  STATE/COUNTY-  WI/WAUSHARA
 PN0416  COUNTRY     -  US
 PN0416  USGS QUAD   -  WAUTOMA NE (2018)
 PN0416
 PN0416                         *CURRENT SURVEY CONTROL
 PN0416  ______________________________________________________________________
 PN0416* NAD 83(1986) POSITION- 44 12 50.     (N) 089 18 35.     (W)   SCALED
 PN0416* NAVD 88 ORTHO HEIGHT -   321.460 (meters)     1054.66  (feet) ADJUSTED
 PN0416  ______________________________________________________________________
 PN0416  GEOID HEIGHT    -        -36.208 (meters)                     GEOID18
 PN0416  DYNAMIC HEIGHT  -        321.394 (meters)     1054.44  (feet) COMP
 PN0416  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 PN0416
 PN0416  VERT ORDER      -  SECOND    CLASS 0
 PN0416
 PN0416.The horizontal coordinates were scaled from a map and have
 PN0416.an estimated accuracy of +/- 6 seconds.
 PN0416
 PN0416.The orthometric height was determined by differential leveling and
 PN0416.adjusted by the NATIONAL GEODETIC SURVEY
 PN0416.in June 1991.
 PN0416
 PN0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0416.GEOID18 height accuracy estimate available here.
 PN0416
 PN0416.Click photographs - Photos may exist for this station.
 PN0416
 PN0416.The dynamic height is computed by dividing the NAVD 88
 PN0416.geopotential number by the normal gravity value computed on the
 PN0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0416.degrees latitude (g = 980.6199 gals.).
 PN0416
 PN0416.The modeled gravity was interpolated from observed gravity values.
 PN0416
 PN0416;                    North         East    Units  Estimated Accuracy
 PN0416;SPC WI S     -   246,180.      655,170.      MT  (+/- 180 meters Scaled)
 PN0416
 PN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP154982(NAD 83)
 PN0416
 PN0416                          SUPERSEDED SURVEY CONTROL
 PN0416
 PN0416  NGVD 29 (??/??/92)  321.474  (m)         1054.70   (f) ADJ UNCH    2 0
 PN0416
 PN0416.Superseded values are not recommended for survey control.
 PN0416
 PN0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0416.See file dsdata.pdf to determine how the superseded data were derived.
 PN0416
 PN0416_MARKER: DB = BENCH MARK DISK
 PN0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0416_STAMPING: C 97 1934
 PN0416_MARK LOGO: CGS
 PN0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0416+STABILITY: SURFACE MOTION
 PN0416
 PN0416  HISTORY     - Date     Condition        Report By
 PN0416  HISTORY     - 1934     MONUMENTED       CGS
 PN0416  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0416
 PN0416                          STATION DESCRIPTION
 PN0416
 PN0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0416'4.4 MI W FROM WILD ROSE.
 PN0416'4.4 MILES WEST OF DEPOT AT WILD ROSE ALONG THE CHICAGO AND
 PN0416'NORTHWESTERN RAILROAD AT ROAD CROSSING, 3 POLES SOUTHEAST OF
 PN0416'MILEPOLE 111.  SET IN POST, 42 FEET NORTHWEST OF CENTERLINE OF
 PN0416'ROAD, 30 FEET SOUTHWEST OF CENTERLINE OF THE TRACKS AND 6 FEET
 PN0416'NORTHWEST OF POLE.  ABOUT 2 FEET BELOW LEVEL OF TRACKS.
 PN0416
 PN0416                          STATION RECOVERY (2004)
 PN0416
 PN0416'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0416'NOT FOUND.  SEARCHED FOR THE STATION 3.15 MILES WEST OF HIGHWAY 22 AT
 PN0416'THE JUNCTION OF COUNTY ROAD P AND AN OLD RAILROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0462 ***********************************************************************
 PN0462  DESIGNATION -  C 98
 PN0462  PID         -  PN0462
 PN0462  STATE/COUNTY-  WI/WAUSHARA
 PN0462  COUNTRY     -  US
 PN0462  USGS QUAD   -  REDGRANITE (2018)
 PN0462
 PN0462                         *CURRENT SURVEY CONTROL
 PN0462  ______________________________________________________________________
 PN0462* NAD 83(1986) POSITION- 44 02 00.     (N) 089 07 23.     (W)   SCALED
 PN0462* NAVD 88 ORTHO HEIGHT -   244.533 (meters)      802.27  (feet) ADJUSTED
 PN0462  ______________________________________________________________________
 PN0462  GEOID HEIGHT    -        -36.342 (meters)                     GEOID18
 PN0462  DYNAMIC HEIGHT  -        244.482 (meters)      802.10  (feet) COMP
 PN0462  MODELED GRAVITY -    980,405.4   (mgal)                       NAVD 88
 PN0462
 PN0462  VERT ORDER      -  SECOND    CLASS 0
 PN0462
 PN0462.The horizontal coordinates were scaled from a map and have
 PN0462.an estimated accuracy of +/- 6 seconds.
 PN0462
 PN0462.The orthometric height was determined by differential leveling and
 PN0462.adjusted by the NATIONAL GEODETIC SURVEY
 PN0462.in June 1991.
 PN0462
 PN0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0462.GEOID18 height accuracy estimate available here.
 PN0462
 PN0462.Click photographs - Photos may exist for this station.
 PN0462
 PN0462.The dynamic height is computed by dividing the NAVD 88
 PN0462.geopotential number by the normal gravity value computed on the
 PN0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0462.degrees latitude (g = 980.6199 gals.).
 PN0462
 PN0462.The modeled gravity was interpolated from observed gravity values.
 PN0462
 PN0462;                    North         East    Units  Estimated Accuracy
 PN0462;SPC WI S     -   226,260.      670,300.      MT  (+/- 180 meters Scaled)
 PN0462
 PN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP298777(NAD 83)
 PN0462
 PN0462                          SUPERSEDED SURVEY CONTROL
 PN0462
 PN0462  NGVD 29 (??/??/92)  244.557  (m)          802.35   (f) ADJ UNCH    2 0
 PN0462
 PN0462.Superseded values are not recommended for survey control.
 PN0462
 PN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0462.See file dsdata.pdf to determine how the superseded data were derived.
 PN0462
 PN0462_MARKER: DB = BENCH MARK DISK
 PN0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0462_STAMPING: C 98 1934
 PN0462_MARK LOGO: CGS
 PN0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0462+STABILITY: SURFACE MOTION
 PN0462
 PN0462  HISTORY     - Date     Condition        Report By
 PN0462  HISTORY     - 1934     MONUMENTED       CGS
 PN0462  HISTORY     - 1961     MARK NOT FOUND   USGS
 PN0462  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0462
 PN0462                          STATION DESCRIPTION
 PN0462
 PN0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0462'AT LOHRVILLE.
 PN0462'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD.  SET IN POST AT THE
 PN0462'NORTHWEST CORNER OF THE STATION LOADING PLATFORM, ABOUT 50 FEET
 PN0462'WEST OF STATION AND 21 FEET NORTH OF CENTERLINE OF TRACKS.  ABOUT
 PN0462'2 FEET BELOW LEVEL OF THE RAILS.  NOTE-- RR STATION AND LOADING
 PN0462'PLATFORM HAVE BEEN DESTROYED
 PN0462
 PN0462                          STATION RECOVERY (1961)
 PN0462
 PN0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 PN0462'MARK NOT FOUND.
 PN0462
 PN0462                          STATION RECOVERY (2004)
 PN0462
 PN0462'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0524 ***********************************************************************
 PN0524  DESIGNATION -  C 99
 PN0524  PID         -  PN0524
 PN0524  STATE/COUNTY-  WI/WAUSHARA
 PN0524  COUNTRY     -  US
 PN0524  USGS QUAD   -  HANCOCK (2018)
 PN0524
 PN0524                         *CURRENT SURVEY CONTROL
 PN0524  ______________________________________________________________________
 PN0524* NAD 83(1986) POSITION- 44 09 20.63   (N) 089 31 06.11   (W)   HD_HELD1
 PN0524* NAVD 88 ORTHO HEIGHT -   337.395 (meters)     1106.94  (feet) ADJUSTED
 PN0524  ______________________________________________________________________
 PN0524  GEOID HEIGHT    -        -36.004 (meters)                     GEOID18
 PN0524  DYNAMIC HEIGHT  -        337.320 (meters)     1106.69  (feet) COMP
 PN0524  MODELED GRAVITY -    980,386.7   (mgal)                       NAVD 88
 PN0524
 PN0524  VERT ORDER      -  SECOND    CLASS 0
 PN0524
 PN0524.The horizontal coordinates were determined by differentially corrected
 PN0524.hand held GPS observations or other comparable positioning techniques
 PN0524.and have an estimated accuracy of +/- 3 meters.
 PN0524
 PN0524.The orthometric height was determined by differential leveling and
 PN0524.adjusted by the NATIONAL GEODETIC SURVEY
 PN0524.in June 1991.
 PN0524
 PN0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0524.GEOID18 height accuracy estimate available here.
 PN0524
 PN0524.Click photographs - Photos may exist for this station.
 PN0524
 PN0524.The dynamic height is computed by dividing the NAVD 88
 PN0524.geopotential number by the normal gravity value computed on the
 PN0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0524.degrees latitude (g = 980.6199 gals.).
 PN0524
 PN0524.The modeled gravity was interpolated from observed gravity values.
 PN0524
 PN0524;                    North         East    Units  Estimated Accuracy
 PN0524;SPC WI S     -   239,602.2     638,529.5     MT  (+/- 3 meters HH1 GPS) 
 PN0524
 PN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9861992253(NAD 83)
 PN0524
 PN0524                          SUPERSEDED SURVEY CONTROL
 PN0524
 PN0524  NGVD 29 (??/??/92)  337.408  (m)         1106.98   (f) ADJ UNCH    2 0
 PN0524
 PN0524.Superseded values are not recommended for survey control.
 PN0524
 PN0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0524.See file dsdata.pdf to determine how the superseded data were derived.
 PN0524
 PN0524_MARKER: DB = BENCH MARK DISK
 PN0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0524_STAMPING: C 99 1934
 PN0524_MARK LOGO: CGS
 PN0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0524+STABILITY: SURFACE MOTION
 PN0524
 PN0524  HISTORY     - Date     Condition        Report By
 PN0524  HISTORY     - 1934     MONUMENTED       CGS
 PN0524  HISTORY     - 1957     GOOD             USGS
 PN0524  HISTORY     - 20030619 MARK NOT FOUND   WIDT
 PN0524
 PN0524                          STATION DESCRIPTION
 PN0524
 PN0524'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PN0524'1.6 MI N FROM HANCOCK.
 PN0524'HANCOCK, 1.6 MILES NORTH ALONG U.S. HWY. 31, THENCE 0.2 MILES
 PN0524'EAST OF, 1027 FT. EAST OF U.S. HWY. 51, 25 FT. SOUTH AND 2 FT.
 PN0524'WEST OF COUNTY HWY. 0 AT A N-S FENCE, 2 FT. SOUTH AND 2 FT. WEST
 PN0524'OF COR. POST OF A T-FENCE SOUTH, IN A CONC. POST, STD. DISK
 PN0524'STAMPED C 99 1934.
 PN0524
 PN0524                          STATION RECOVERY (2003)
 PN0524
 PN0524'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN0524'TRACKS OBLITERATED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AA4606 ***********************************************************************
 AA4606  PACS        -  This is a Primary Airport Control Station.
 AA4606  DESIGNATION -  C MKE
 AA4606  PID         -  AA4606
 AA4606  STATE/COUNTY-  WI/MILWAUKEE
 AA4606  COUNTRY     -  US
 AA4606  USGS QUAD   -  GREENDALE (2018)
 AA4606
 AA4606                         *CURRENT SURVEY CONTROL
 AA4606  ______________________________________________________________________
 AA4606* NAD 83(2011) POSITION- 42 56 25.51145(N) 087 54 34.97017(W)   ADJUSTED
 AA4606* NAD 83(2011) ELLIP HT-   179.367 (meters)        (06/27/12)   ADJUSTED
 AA4606* NAD 83(2011) EPOCH   -  2010.00
 AA4606* NAVD 88 ORTHO HEIGHT -   214.37  (meters)      703.3   (feet) GPS OBS
 AA4606  ______________________________________________________________________
 AA4606  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AA4606  GEOID HEIGHT    -        -35.015 (meters)                     GEOID99
 AA4606  GEOID HEIGHT    -        -35.001 (meters)                     GEOID18
 AA4606  NAD 83(2011) X  -    170,575.487 (meters)                     COMP
 AA4606  NAD 83(2011) Y  - -4,673,484.326 (meters)                     COMP
 AA4606  NAD 83(2011) Z  -  4,322,780.857 (meters)                     COMP
 AA4606  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 AA4606
 AA4606  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4606  Standards:
 AA4606         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4606            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4606  -------------------------------------------------------------------
 AA4606  NETWORK    1.04   1.82           0.48   0.34   0.93      0.15747530
 AA4606  -------------------------------------------------------------------
 AA4606  Click here for local accuracies and other accuracy information.
 AA4606
 AA4606.This mark is at General Mitchell Intl Airport (MKE)
 AA4606
 AA4606.The horizontal coordinates were established by GPS observations
 AA4606.and adjusted by the National Geodetic Survey in June 2012.
 AA4606
 AA4606.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA4606.been affixed to the stable North American tectonic plate. See 
 AA4606.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA4606
 AA4606.The horizontal coordinates are valid at the epoch date displayed above
 AA4606.which is a decimal equivalence of Year/Month/Day.
 AA4606
 AA4606.The orthometric height was determined by GPS observations and a
 AA4606.high-resolution geoid model.
 AA4606
 AA4606.GPS derived orthometric heights for airport stations designated as
 AA4606.PACS or SACS are published to 2 decimal places.  This maintains
 AA4606.centimeter relative accuracy between the PACS and SACS.  It does
 AA4606.not indicate centimeter accuracy relative to other marks which are
 AA4606.part of the published vertical control network.
 AA4606
 AA4606.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4606.GEOID18 height accuracy estimate available here.
 AA4606
 AA4606.Click photographs - Photos may exist for this station.
 AA4606
 AA4606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4606
 AA4606.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA4606
 AA4606.The ellipsoidal height was determined by GPS observations
 AA4606.and is referenced to NAD 83.
 AA4606
 AA4606. The following values were computed from the NAD 83(2011) position.
 AA4606
 AA4606;                    North         East     Units Scale Factor Converg.
 AA4606;SPC WI S     -   106,610.042   770,584.651   MT  0.99996469   +1 26 10.5
 AA4606;SPC WI S     -   349,769.78  2,528,159.81   sFT  0.99996469   +1 26 10.5
 AA4606;UTM  16      - 4,754,599.974   425,778.883   MT  0.99966777   -0 37 11.1
 AA4606
 AA4606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4606!SPC WI S     -   0.99997187  x   0.99996469  =   0.99993656
 AA4606!UTM  16      -   0.99997187  x   0.99966777  =   0.99963965
 AA4606
 AA4606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2577854599(NAD 83)
 AA4606
 AA4606                          SUPERSEDED SURVEY CONTROL
 AA4606
 AA4606  NAD 83(2007)-  42 56 25.51148(N)    087 54 34.97099(W) AD(2002.00) 0
 AA4606  ELLIP H (02/10/07)  179.403  (m)                       GP(2002.00)    
 AA4606  NAD 83(1997)-  42 56 25.51170(N)    087 54 34.97135(W) AD(       ) B
 AA4606  ELLIP H (05/03/99)  179.429  (m)                       GP(       ) 4 1
 AA4606  NAD 83(1991)-  42 56 25.51103(N)    087 54 34.96880(W) AD(       ) B
 AA4606  ELLIP H (09/30/94)  179.525  (m)                       GP(       ) 4 2
 AA4606  NGVD 29             214.45   (m)          703.6    (f) LEVELING    3  
 AA4606
 AA4606.Superseded values are not recommended for survey control.
 AA4606
 AA4606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4606.See file dsdata.pdf to determine how the superseded data were derived.
 AA4606
 AA4606_MARKER: DD = SURVEY DISK
 AA4606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4606_STAMPING: C MKE 1976
 AA4606_MARK LOGO: NOS
 AA4606_PROJECTION: FLUSH
 AA4606_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4606+STABILITY: SURFACE MOTION
 AA4606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4606+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2000
 AA4606
 AA4606  HISTORY     - Date     Condition        Report By
 AA4606  HISTORY     - 1976     MONUMENTED       NOS
 AA4606  HISTORY     - 19920805 GOOD             NGS
 AA4606  HISTORY     - 19971122 GOOD             NGS
 AA4606  HISTORY     - 20000720 GOOD             NGS
 AA4606
 AA4606                          STATION DESCRIPTION
 AA4606
 AA4606'DESCRIBED BY NATIONAL OCEAN SERVICE 1976 (AMS)
 AA4606'THE STATION IS LOCATED ON THE GENERAL MITCHELL INTERNATIONAL AIRPORT
 AA4606'IN MILWAUKEE WI. THE STATION IS LOCATED IN THE GRASS AREA SOUTHEAST OF
 AA4606'RUNWAY 7R-25L AND WEST OF THE HOWELL AVENUE UNDERPASS.  THE STATION IS
 AA4606'137.4 FT (41.9 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY, 92.8
 AA4606'FT (28.3 M) NORTHEAST OF THE CENTER OF A FIRE HYDRANT, 49.3 FT (15.0
 AA4606'M) NORTHWEST OF THE SOUTHWEST TOP CORNER OF A RETAINING WALL, AND 34.8
 AA4606'FT (10.6 M) WEST OF THE ASPHALT PAVING. THE STATION IS A STANDARD NOS
 AA4606'DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND. STATION WAS
 AA4606'RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
 AA4606'ACCESS TO THE AIRPORT AND THE STATION MAY BE OBTAINED BY CONTACTING
 AA4606'THE AIRPORT MANAGERS OFFICE, 5300 SOUTH HOWELL AVENUE, MILWAUKEE, WI
 AA4606'53207.
 AA4606
 AA4606                          STATION RECOVERY (1992)
 AA4606
 AA4606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AA4606'STATION IS LOCATED AT GENERAL MITCHELL FIELD AT UNDERPASS OF ROAD AND
 AA4606'RUNWAY END 7R.  MARK IS 137.4 FT (41.9 M) SE OF SOUTH EDGE OF RUNWAY
 AA4606'7R-25L, 49.3 FT (15.0 M) NW OF THE SW TOP CORNER OF A CONCRETE
 AA4606'RETAINING WALL, 34.8 FT (10.6 M) WEST OF THE WEST EDGE OF ASPHALT
 AA4606'PAVING, 92.8 FT (28.3 M) NE OF THE CENTER OF A FIRE HYDRANT.  STATION
 AA4606'IS A STANDARD NOS DISK, STAMPED---C MKE 1976---, AND SET FLUSH WITH
 AA4606'THE GROUND.
 AA4606
 AA4606                          STATION RECOVERY (1997)
 AA4606
 AA4606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA4606'NOTE--THE STATION IS A SECONDARY AIRPORT CONTROL (SAC) STATION FOR THE
 AA4606'MILWAUKEE/GENERAL MITCHELL INTERNATIONAL (MKE) AIRPORT.  THE STATION
 AA4606'IS LOCATED IN SOUTHEAST MILWAUKEE AT THE GENERAL MITCHELL
 AA4606'INTERNATIONAL AIRPORT, IN TALL GRASS IN THE SOUTHEAST AREA OF THE
 AA4606'AIRFIELD, AND IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF THE RUNWAY
 AA4606'7-25 OVERPASS OVER HIGHWAY 38.  OWNERSHIP--CITY OF MILWAUKEE, 5300
 AA4606'SOUTH HOWELL AVENUE, MILWAUKEE, WI 53207.  ROBERT MARKS IS ASSISTANT
 AA4606'AIRPORT OPERATIONS.  PHONE 414-747-4535.  CONTACT HIM TWO DAYS IN
 AA4606'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND TO ARRANGE FOR AN
 AA4606'ESCORT.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AA4606'HIGHWAY 94 AND AIRPORT EXPRESSWAY (EXIT 318) ABOUT 1 KM (0.60 MI)
 AA4606'SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAYS 94 AND 894 IN MILWAUKEE,
 AA4606'GO EAST ON AIRPORT EXPRESSWAY FOR 1.72 KM (1.05 MI) TO THE SOUTH END
 AA4606'OF THE TERMINAL AND AIRPORT OPERATIONS ON THE 3RD FLOOR.  THE STATION
 AA4606'IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST RECESSED 5-CM BELOW
 AA4606'THE GROUND.  IT IS, 64.9 M (212.9 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 AA4606'RUNWAY 7-25, 41.9 M (137.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST RUNWAY
 AA4606'EDGE, 34.3 M (112.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AA4606'PAVED RUNWAY SHOULDER, 28.9 M (94.8 FT) NORTHEAST OF A FIRE HYDRANT,
 AA4606'27.3 M (89.6 FT) NORTH-NORTHEAST OF A CORNER IN THE CHAIN LINK
 AA4606'PERIMETER FENCE, 22.8 M (74.8 FT) WEST-SOUTHWEST OF THE EXTENDED
 AA4606'CENTER OF HIGHWAY 38, 15.9 M (52.2 FT) NORTHWEST OF THE SOUTHWEST END
 AA4606'OF THE TOP OF THE CONCRETE HEADWALL OF THE OVERPASS, AND 10.9 M (35.8
 AA4606'FT) WEST-SOUTHWEST OF SOUTHWEST EDGE OF THE PAVEMANT ON THE OVERPASS.
 AA4606
 AA4606                          STATION RECOVERY (2000)
 AA4606
 AA4606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AA4606'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 AA4606'(SACS) .  NOTE--THE NGS DATA SHEET STATES THAT THIS STATION IS A
 AA4606'PRIMARY AIRPORT CONTROL STATION (PACS) WHILE THE NGSIDB INFORMATION
 AA4606'STATES THAT IT IS A SACS.  THIS STATION WAS RECOVERED AND SURVEYED AS
 AA4606'A SACS.  AT THIS AIRPORT STATION MITCHELL IS THE PACS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1082 ***********************************************************************
 PN1082  DESIGNATION -  CABAL
 PN1082  PID         -  PN1082
 PN1082  STATE/COUNTY-  WI/PORTAGE
 PN1082  COUNTRY     -  US
 PN1082  USGS QUAD   -  AMHERST (2018)
 PN1082
 PN1082                         *CURRENT SURVEY CONTROL
 PN1082  ______________________________________________________________________
 PN1082* NAD 83(1991) POSITION- 44 27 47.52114(N) 089 22 18.31504(W)   ADJUSTED
 PN1082* NAVD 88 ORTHO HEIGHT -   354.    (meters)     1161.    (feet) SCALED
 PN1082  ______________________________________________________________________
 PN1082  GEOID HEIGHT    -        -36.073 (meters)                     GEOID18
 PN1082  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 PN1082  HORZ ORDER      -  FIRST
 PN1082
 PN1082.The horizontal coordinates were established by classical geodetic methods
 PN1082.and adjusted by the National Geodetic Survey in November 1991.
 PN1082
 PN1082.The orthometric height was scaled from a topographic map.
 PN1082
 PN1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1082.GEOID18 height accuracy estimate available here.
 PN1082
 PN1082.Click photographs - Photos may exist for this station.
 PN1082
 PN1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1082
 PN1082. The following values were computed from the NAD 83(1991) position.
 PN1082
 PN1082;                    North         East     Units Scale Factor Converg.
 PN1082;SPC WI C     -    70,182.949   649,993.360   MT  0.99996653   +0 26 35.8
 PN1082;SPC WI C     -   230,258.56  2,132,519.88   sFT  0.99996653   +0 26 35.8
 PN1082;UTM  16      - 4,926,057.603   311,331.230   MT  1.00003777   -1 39 42.4
 PN1082
 PN1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1082!SPC WI C     -   0.99995015  x   0.99996653  =   0.99991669
 PN1082!UTM  16      -   0.99995015  x   1.00003777  =   0.99998792
 PN1082
 PN1082:                Primary Azimuth Mark                     Grid Az
 PN1082:SPC WI C     -  CABECA                                   100 19 02.3
 PN1082:UTM  16      -  CABECA                                   102 25 20.5
 PN1082
 PN1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1133126057(NAD 83)
 PN1082
 PN1082|---------------------------------------------------------------------|
 PN1082| PID    Reference Object                     Distance      Geod. Az  |
 PN1082|                                                           dddmmss.s |
 PN1082| PN0434 CABECA                              APPROX. 0.5 KM 1004538.1 |
 PN1082| CJ4373 CABAL RM 1                           14.850 METERS 10110     |
 PN1082| CJ4374 CABAL RM 2                           25.671 METERS 28418     |
 PN1082|---------------------------------------------------------------------|
 PN1082
 PN1082                          SUPERSEDED SURVEY CONTROL
 PN1082
 PN1082  NAD 83(1986)-  44 27 47.52052(N)    089 22 18.32495(W) AD(       ) 1
 PN1082  NAD 27      -  44 27 47.62783(N)    089 22 17.92091(W) AD(       ) 1
 PN1082
 PN1082.Superseded values are not recommended for survey control.
 PN1082
 PN1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1082.See file dsdata.pdf to determine how the superseded data were derived.
 PN1082
 PN1082_MARKER: DE = TRAVERSE STATION DISK
 PN1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1082_STAMPING: CABAL 1926
 PN1082_MARK LOGO: CGS
 PN1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1082+STABILITY: SURFACE MOTION
 PN1082
 PN1082  HISTORY     - Date     Condition        Report By
 PN1082  HISTORY     - 1926     MONUMENTED       CGS
 PN1082  HISTORY     - 1935     GOOD             WIGS
 PN1082  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN1082
 PN1082                          STATION DESCRIPTION
 PN1082
 PN1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1082'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY LOCATED
 PN1082'APPROXIMATELY 3 MILES W OF AMHERST JUNCTION ON TOP OF BANK OF
 PN1082'FIRST DEEP CUT W OF THIS VILLAGE, 15.93 METERS (SLOPE DISTANCE)
 PN1082'N OF RAIL STATION ON S RAIL.
 PN1082'
 PN1082'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 PN1082'SET IN CONCRETE.
 PN1082'
 PN1082'REFERENCE MARK NO. 1 IS E OF THE STATION.  REFERENCE MARK NO.
 PN1082'2 IS W OF THE STATION.
 PN1082'
 PN1082'REFERENCE MARK NO. 1 IS DISTANT FROM STATION 14.85 METERS
 PN1082'(48.75 FEET) AND REFERENCE MARK NO. 2 IS DISTANT 25.67 METERS
 PN1082'(84.23 FEET).
 PN1082
 PN1082                          STATION RECOVERY (1935)
 PN1082
 PN1082'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PN1082'STATION FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN1082'ADEQUATE.
 PN1082
 PN1082                          STATION RECOVERY (2004)
 PN1082
 PN1082'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1082'NOT FOUND.  THE RAILROAD HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0434 ***********************************************************************
 PN0434  DESIGNATION -  CABECA
 PN0434  PID         -  PN0434
 PN0434  STATE/COUNTY-  WI/PORTAGE
 PN0434  COUNTRY     -  US
 PN0434  USGS QUAD   -  AMHERST (2018)
 PN0434
 PN0434                         *CURRENT SURVEY CONTROL
 PN0434  ______________________________________________________________________
 PN0434* NAD 83(1991) POSITION- 44 27 44.26939(N) 089 21 54.42857(W)   ADJUSTED
 PN0434* NAVD 88 ORTHO HEIGHT -   340.864 (meters)     1118.32  (feet) ADJUSTED
 PN0434  ______________________________________________________________________
 PN0434  GEOID HEIGHT    -        -36.082 (meters)                     GEOID18
 PN0434  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 PN0434  DYNAMIC HEIGHT  -        340.799 (meters)     1118.10  (feet) COMP
 PN0434  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 PN0434
 PN0434  HORZ ORDER      -  FIRST
 PN0434  VERT ORDER      -  FIRST     CLASS II
 PN0434
 PN0434.The horizontal coordinates were established by classical geodetic methods
 PN0434.and adjusted by the National Geodetic Survey in November 1991.
 PN0434
 PN0434.The orthometric height was determined by differential leveling and
 PN0434.adjusted by the NATIONAL GEODETIC SURVEY
 PN0434.in June 1991.
 PN0434
 PN0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0434.GEOID18 height accuracy estimate available here.
 PN0434
 PN0434.Click photographs - Photos may exist for this station.
 PN0434
 PN0434.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0434
 PN0434.The dynamic height is computed by dividing the NAVD 88
 PN0434.geopotential number by the normal gravity value computed on the
 PN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0434.degrees latitude (g = 980.6199 gals.).
 PN0434
 PN0434.The modeled gravity was interpolated from observed gravity values.
 PN0434
 PN0434. The following values were computed from the NAD 83(1991) position.
 PN0434
 PN0434;                    North         East     Units Scale Factor Converg.
 PN0434;SPC WI C     -    70,086.690   650,522.132   MT  0.99996664   +0 26 52.6
 PN0434;SPC WI C     -   229,942.75  2,134,254.69   sFT  0.99996664   +0 26 52.6
 PN0434;UTM  16      - 4,925,941.978   311,856.146   MT  1.00003534   -1 39 25.6
 PN0434
 PN0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0434!SPC WI C     -   0.99995221  x   0.99996664  =   0.99991886
 PN0434!UTM  16      -   0.99995221  x   1.00003534  =   0.99998755
 PN0434
 PN0434:                Primary Azimuth Mark                     Grid Az
 PN0434:SPC WI C     -  AMHERST RESET                            079 17 11.3
 PN0434:UTM  16      -  AMHERST RESET                            081 23 29.5
 PN0434
 PN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1185625941(NAD 83)
 PN0434
 PN0434|---------------------------------------------------------------------|
 PN0434| PID    Reference Object                     Distance      Geod. Az  |
 PN0434|                                                           dddmmss.s |
 PN0434| PN0436 AMHERST RESET                       APPROX. 4.6 KM 0794403.9 |
 PN0434|---------------------------------------------------------------------|
 PN0434
 PN0434                          SUPERSEDED SURVEY CONTROL
 PN0434
 PN0434  NAD 83(1986)-  44 27 44.26862(N)    089 21 54.43804(W) AD(       ) 1
 PN0434  NAD 27      -  44 27 44.37529(N)    089 21 54.03539(W) AD(       ) 1
 PN0434  NGVD 29 (??/??/92)  340.869  (m)         1118.33   (f) ADJ UNCH    1 2
 PN0434  NGVD 29             340.87   (m)         1118.3    (f) LEVELING    3  
 PN0434
 PN0434.Superseded values are not recommended for survey control.
 PN0434
 PN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0434.See file dsdata.pdf to determine how the superseded data were derived.
 PN0434
 PN0434_MARKER: DE = TRAVERSE STATION DISK
 PN0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0434_STAMPING: 1118.334 CABECA 1926
 PN0434_MARK LOGO: CGS
 PN0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0434+STABILITY: SURFACE MOTION
 PN0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0434+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004
 PN0434
 PN0434  HISTORY     - Date     Condition        Report By
 PN0434  HISTORY     - 1926     MONUMENTED       CGS
 PN0434  HISTORY     - 1926     GOOD             CGS
 PN0434  HISTORY     - 1930     GOOD             CGS
 PN0434  HISTORY     - 1934     GOOD             CGS
 PN0434  HISTORY     - 1969     GOOD             USGS
 PN0434  HISTORY     - 20040111 GOOD             USPSQD
 PN0434
 PN0434                          STATION DESCRIPTION
 PN0434
 PN0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0434'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY APPROXIMATELY
 PN0434'2.6 MILES W OF THE DEPOT AT AMHERST JUNCTION ON THE FIRST
 PN0434'CURVE W OF THIS STATION, ON TANGENT OF S RAIL 322 METERS
 PN0434'W OF POINT OF TANGENCY, ABOUT 50 FEET S OF TRACK, 3 FEET W
 PN0434'OF FENCE ALONG HIGHWAY WHICH CROSSES TRACK HERE.
 PN0434'
 PN0434'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 PN0434
 PN0434                          STATION RECOVERY (1926)
 PN0434
 PN0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926
 PN0434'2.8 MI W FROM AMHERST JUNCTION.
 PN0434'2.8 MILES WEST ALONG THE GREEN BAY AND WESTERN RAILROAD FROM
 PN0434'AMHERST JUNCTION, PORTAGE COUNTY, AT THE FIRST CURVE WEST OF
 PN0434'THE STATION, IN LINE WITH THE SOUTH RAIL OF THE TANGENT, 352
 PN0434'YARDS WEST OF THE POINT OF CURVATURE, AT A ROAD CROSSING, 3 FEET
 PN0434'WEST OF A FENCE ALONG THE ROAD, AND ABOUT 65 FEET SOUTH OF
 PN0434'THE TRACK.  A STANDARD TRAVERSE-STATION DISK, STAMPED 1118.334
 PN0434'CABECA 1926 AND SET IN THE TOP OF A CONCRETE POST.
 PN0434
 PN0434                          STATION RECOVERY (1930)
 PN0434
 PN0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0434'STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0434'DESCRIPTION ADEQUATE.
 PN0434
 PN0434                          STATION RECOVERY (1934)
 PN0434
 PN0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0434'RECOVERED IN GOOD CONDITION.
 PN0434
 PN0434                          STATION RECOVERY (1969)
 PN0434
 PN0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (GLO)
 PN0434'REVISED DESCRIPTION - 0.5 MILE S. AND 2.6 MILES W. OF RAILROAD
 PN0434'OVERPASS AT AMHERST JUNCTION, NEAR THE CORNER OF SECS 13, 14,
 PN0434'23 AND 24, T. 23 N, R. 9 E, 118 FT N AND 21 FT E OF CENTERLINE
 PN0434'OF ROAD AT CROSSROADS, 68 FT S AND 21 FT E OF CENTERLINE OF ROAD
 PN0434'AT RAILROAD CROSSING, 2 FT W OF A FENCE AND 1 FT W OF A WITNESS
 PN0434'POST.  SET ON TOP OF A CONCRETE POST.  A STANDARD
 PN0434'TRAVERSE-STATION DISK STAMPED 1118.334 CABECA 1926.
 PN0434
 PN0434                          STATION RECOVERY (2004)
 PN0434
 PN0434'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0434'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 115 FEET
 PN0434'NORTH OF WARD ROAD TO THE EAST AND 4TH ST. TO THE WEST, ABOUT 63 FEET
 PN0434'SOUTH OF THE OLD RAILROAD BED ON THE EAST SIDE OF TOWN LINE ROAD.  THE
 PN0434'STATION ALSO IS 1 FOOT WEST OF A WHITE METAL WITNESS POST AND 1 FOOT
 PN0434'WEST OF AN ORANGE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1083 ***********************************************************************
 PN1083  DESIGNATION -  CABES
 PN1083  PID         -  PN1083
 PN1083  STATE/COUNTY-  WI/PORTAGE
 PN1083  COUNTRY     -  US
 PN1083  USGS QUAD   -  AMHERST (2018)
 PN1083
 PN1083                         *CURRENT SURVEY CONTROL
 PN1083  ______________________________________________________________________
 PN1083* NAD 83(1991) POSITION- 44 27 49.53896(N) 089 16 56.13913(W)   ADJUSTED
 PN1083* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 PN1083  ______________________________________________________________________
 PN1083  GEOID HEIGHT    -        -36.185 (meters)                     GEOID18
 PN1083  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 PN1083  HORZ ORDER      -  FIRST
 PN1083
 PN1083.The horizontal coordinates were established by classical geodetic methods
 PN1083.and adjusted by the National Geodetic Survey in November 1991.
 PN1083
 PN1083.The orthometric height was scaled from a topographic map.
 PN1083
 PN1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1083.GEOID18 height accuracy estimate available here.
 PN1083
 PN1083.Click photographs - Photos may exist for this station.
 PN1083
 PN1083.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1083
 PN1083. The following values were computed from the NAD 83(1991) position.
 PN1083
 PN1083;                    North         East     Units Scale Factor Converg.
 PN1083;SPC WI C     -    70,304.249   657,114.165   MT  0.99996646   +0 30 23.1
 PN1083;SPC WI C     -   230,656.52  2,155,882.06   sFT  0.99996646   +0 30 23.1
 PN1083;UTM  16      - 4,925,917.226   318,452.076   MT  1.00000535   -1 35 56.6
 PN1083
 PN1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1083!SPC WI C     -   0.99995503  x   0.99996646  =   0.99992149
 PN1083!UTM  16      -   0.99995503  x   1.00000535  =   0.99996038
 PN1083
 PN1083:                Primary Azimuth Mark                     Grid Az
 PN1083:SPC WI C     -  CABINET                                  080 50 27.3
 PN1083:UTM  16      -  CABINET                                  082 56 47.0
 PN1083
 PN1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1845225917(NAD 83)
 PN1083
 PN1083|---------------------------------------------------------------------|
 PN1083| PID    Reference Object                     Distance      Geod. Az  |
 PN1083|                                                           dddmmss.s |
 PN1083| CJ4376 CABES RM 2                                         04350     |
 PN1083| PN0437 CABINET                             APPROX. 1.1 KM 0812050.4 |
 PN1083| CJ4375 CABES RM 1                           32.840 METERS 09018     |
 PN1083|---------------------------------------------------------------------|
 PN1083
 PN1083                          SUPERSEDED SURVEY CONTROL
 PN1083
 PN1083  NAD 83(1986)-  44 27 49.53529(N)    089 16 56.14875(W) AD(       ) 1
 PN1083  NAD 27      -  44 27 49.62800(N)    089 16 55.75200(W) AD(       ) 1
 PN1083
 PN1083.Superseded values are not recommended for survey control.
 PN1083
 PN1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1083.See file dsdata.pdf to determine how the superseded data were derived.
 PN1083
 PN1083_MARKER: DE = TRAVERSE STATION DISK
 PN1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1083_STAMPING: CABES 1926
 PN1083_MARK LOGO: CGS
 PN1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1083+STABILITY: SURFACE MOTION
 PN1083
 PN1083  HISTORY     - Date     Condition        Report By
 PN1083  HISTORY     - 1926     MONUMENTED       CGS
 PN1083  HISTORY     - 1930     GOOD             CGS
 PN1083  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 PN1083  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN1083
 PN1083                          STATION DESCRIPTION
 PN1083
 PN1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1083'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY LOCATED
 PN1083'APPROXIMATELY 1.6 MILE E OF THE DEPOT AT AMHERST JUNCTION, 47
 PN1083'METERS W OF THE CROSSING OF HIGHWAY LEADING N FROM THE VILLAGE
 PN1083'OF AMHERST, 53 METERS E OF RAILROAD BRIDGE ACROSS TOMORROW
 PN1083'RIVER, ON TOP OF BANK OF 10-FOOT CUT, 10.8 METERS S OF S
 PN1083'RAIL OF TRACK.
 PN1083'
 PN1083'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET
 PN1083'IN CONCRETE.
 PN1083'
 PN1083'REFERENCE MARK NO. 1 IS E OF THE STATION.  REFERENCE MARK NO. 2
 PN1083'IS NE OF THE STATION.
 PN1083'
 PN1083'REFERENCE MARK NO. 1 IS DISTANT FROM STATION 32.84 METERS
 PN1083'(107.73 FEET) AND REFERENCE MARK NO. 2 IS DISTANT 41.59 METERS
 PN1083'(136.43 FEET).
 PN1083
 PN1083                          STATION RECOVERY (1930)
 PN1083
 PN1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN1083'STATION MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 PN1083'DESCRIPTION ADEQUATE.
 PN1083
 PN1083                          STATION RECOVERY (1995)
 PN1083
 PN1083'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1083'MARK NOT FOUND.
 PN1083
 PN1083                          STATION RECOVERY (2004)
 PN1083
 PN1083'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1083'NOT FOUND.  THE RAILROAD HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6299 ***********************************************************************
 DO6299  DESIGNATION -  CABLE CORS ARP
 DO6299  PID         -  DO6299
 DO6299  STATE/COUNTY-  WI/BAYFIELD
 DO6299  COUNTRY     -  US
 DO6299  USGS QUAD   -  CABLE (2019)
 DO6299
 DO6299                         *CURRENT SURVEY CONTROL
 DO6299  ______________________________________________________________________
 DO6299* NAD 83(1986) POSITION- 46 12 23.73   (N) 091 17 29.90   (W)   HD_HELD1
 DO6299* NAVD 88 ORTHO HEIGHT -   419.724 (meters)     1377.04  (feet) ADJUSTED
 DO6299  ______________________________________________________________________
 DO6299  GEOID HEIGHT    -        -28.850 (meters)                     GEOID18
 DO6299  DYNAMIC HEIGHT  -        419.736 (meters)     1377.08  (feet) COMP
 DO6299  MODELED GRAVITY -    980,630.4   (mgal)                       NAVD 88
 DO6299
 DO6299  VERT ORDER      -  SECOND    CLASS I
 DO6299
 DO6299.The horizontal coordinates were determined by differentially corrected
 DO6299.hand held GPS observations or other comparable positioning techniques
 DO6299.and have an estimated accuracy of +/- 3 meters.
 DO6299
 DO6299.The orthometric height was determined by differential leveling and
 DO6299.adjusted by the NATIONAL GEODETIC SURVEY
 DO6299.in February 2017.
 DO6299
 DO6299.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6299.GEOID18 height accuracy estimate available here.
 DO6299
 DO6299.Click photographs - Photos may exist for this station.
 DO6299
 DO6299.The dynamic height is computed by dividing the NAVD 88
 DO6299.geopotential number by the normal gravity value computed on the
 DO6299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6299.degrees latitude (g = 980.6199 gals.).
 DO6299
 DO6299.The modeled gravity was interpolated from observed gravity values.
 DO6299
 DO6299;                    North         East    Units  Estimated Accuracy
 DO6299;SPC WI N     -   116,392.4     500,328.2     MT  (+/- 3 meters HH1 GPS) 
 DO6299
 DO6299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3178818420(NAD 83)
 DO6299
 DO6299                          SUPERSEDED SURVEY CONTROL
 DO6299
 DO6299  NAVD 88 (07/25/13)  419.724  (m)         1377.04   (f) SUPERSEDED  2 1
 DO6299
 DO6299.Superseded values are not recommended for survey control.
 DO6299
 DO6299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6299.See file dsdata.pdf to determine how the superseded data were derived.
 DO6299
 DO6299_MARKER: Z = SEE DESCRIPTION
 DO6299_SETTING: 0 = UNSPECIFIED SETTING
 DO6299_SP_SET: ANTENNA REFERENCE POINT
 DO6299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6299+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DO6299
 DO6299  HISTORY     - Date     Condition        Report By
 DO6299  HISTORY     - 2010     MONUMENTED       WIDT
 DO6299  HISTORY     - 20120827 GOOD             WIDT
 DO6299
 DO6299                          STATION DESCRIPTION
 DO6299
 DO6299'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6299'THE STATION IS THE ANTENNA REFERENCE POINT FOR THE CORS STATION
 DO6299'LOCATED AT THE TOWN OF CABLE COMMUNITY SERVICES BUILDING -43395
 DO6299'RANDYSEK ROAD-.
 DO6299'
 DO6299'THE ANTENNA REFERENCE POINT IS LOCATED ATOP THE 8 FT (2.4 M) CONCRETE
 DO6299'OBELISK, 17.5 FT (5.3 M) SOUTH OF THE EDGE OF PAVEMENT OF THE DRIVEWAY
 DO6299'AND 29.3 FT (8.9 M) EAST OF THE EDGE OF PAVEMENT OF HELICOPTER LANDING
 DO6299'ZONE(PARKING AREA).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7182 ***********************************************************************
 DN7182  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7182  DESIGNATION -  CABLE E GPS
 DN7182  PID         -  DN7182
 DN7182  STATE/COUNTY-  WI/BAYFIELD
 DN7182  COUNTRY     -  US
 DN7182  USGS QUAD   -  LAKE TAHKODAH (2019)
 DN7182
 DN7182                         *CURRENT SURVEY CONTROL
 DN7182  ______________________________________________________________________
 DN7182* NAD 83(2011) POSITION- 46 11 10.45828(N) 091 10 56.86941(W)   ADJUSTED
 DN7182* NAD 83(2011) ELLIP HT-   400.101 (meters)        (04/15/13)   ADJUSTED
 DN7182* NAD 83(2011) EPOCH   -  2010.00
 DN7182* NAVD 88 ORTHO HEIGHT -   429.46  (meters)     1409.0   (feet) GPS OBS
 DN7182  ______________________________________________________________________
 DN7182  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7182  GEOID HEIGHT    -        -29.366 (meters)                     GEOID12A
 DN7182  GEOID HEIGHT    -        -29.367 (meters)                     GEOID18
 DN7182  NAD 83(2011) X  -    -91,288.976 (meters)                     COMP
 DN7182  NAD 83(2011) Y  - -4,422,740.677 (meters)                     COMP
 DN7182  NAD 83(2011) Z  -  4,579,892.136 (meters)                     COMP
 DN7182  LAPLACE CORR    -        -11.22  (seconds)                    DEFLEC18
 DN7182
 DN7182  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7182  Standards:
 DN7182         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7182            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7182  -------------------------------------------------------------------
 DN7182  NETWORK    0.76   1.65           0.35   0.26   0.84      0.06301982
 DN7182  -------------------------------------------------------------------
 DN7182  Click here for local accuracies and other accuracy information.
 DN7182
 DN7182.The horizontal coordinates were established by GPS observations
 DN7182.and adjusted by the National Geodetic Survey in April 2013.
 DN7182
 DN7182.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7182.been affixed to the stable North American tectonic plate. See 
 DN7182.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7182
 DN7182.The horizontal coordinates are valid at the epoch date displayed above
 DN7182.which is a decimal equivalence of Year/Month/Day.
 DN7182
 DN7182.The orthometric height was determined by GPS observations and a
 DN7182.high-resolution geoid model using precise GPS observation and
 DN7182.processing techniques.
 DN7182
 DN7182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7182.GEOID18 height accuracy estimate available here.
 DN7182
 DN7182.Click photographs - Photos may exist for this station.
 DN7182
 DN7182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7182
 DN7182.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7182
 DN7182.The ellipsoidal height was determined by GPS observations
 DN7182.and is referenced to NAD 83.
 DN7182
 DN7182. The following values were computed from the NAD 83(2011) position.
 DN7182
 DN7182;                    North         East     Units Scale Factor Converg.
 DN7182;SPC WI N     -   113,999.213   508,718.617   MT  0.99994540   -0 51 10.8
 DN7182;SPC WI N     -   374,012.42  1,669,021.00   sFT  0.99994540   -0 51 10.8
 DN7182;UTM  15      - 5,116,345.789   640,262.173   MT  0.99984185   +1 18 42.3
 DN7182
 DN7182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7182!SPC WI N     -   0.99993728  x   0.99994540  =   0.99988269
 DN7182!UTM  15      -   0.99993728  x   0.99984185  =   0.99977914
 DN7182
 DN7182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4026216345(NAD 83)
 DN7182
 DN7182                          SUPERSEDED SURVEY CONTROL
 DN7182
 DN7182  NAD 83(2007)-  46 11 10.45842(N)    091 10 56.87011(W) AD(2002.00) 1
 DN7182  ELLIP H (04/06/12)  400.128  (m)                       GP(2002.00) 1 1
 DN7182
 DN7182.Superseded values are not recommended for survey control.
 DN7182
 DN7182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7182.See file dsdata.pdf to determine how the superseded data were derived.
 DN7182
 DN7182_MARKER: DD = SURVEY DISK
 DN7182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7182_STAMPING: CABLE E GPS 2006
 DN7182_MARK LOGO: WIDT
 DN7182_PROJECTION: FLUSH
 DN7182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7182+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 DN7182
 DN7182  HISTORY     - Date     Condition        Report By
 DN7182  HISTORY     - 2005     MONUMENTED       WIDT
 DN7182  HISTORY     - 20100510 GOOD             WIDT
 DN7182
 DN7182                          STATION DESCRIPTION
 DN7182
 DN7182'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7182'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN7182'HIGHWAY M IN THE COMMUNITY OF CABLE, GO EAST ON COUNTY HIGHWAY M FOR
 DN7182'5.8 MI (9.3 KM) TO FRELS ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON FRELS
 DN7182'ROAD FOR 1.0 MI (1.6 KM) TO FRELS ROAD TURNING RIGHT.  TURN RIGHT AND
 DN7182'GO WEST ON FRELS ROAD FOR 0.30 MI (0.5 KM) TO THE STATION ON THE
 DN7182'RIGHT.
 DN7182'
 DN7182'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7182'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7182'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN7182'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7182'THE STATION IS 5.7 M (18.7 FT) NORTH OF THE CENTERLINE OF FRELS ROAD,
 DN7182'65.5 M (214.9 FT) WEST-NORTHWEST OF A POWER POLE, 63.5 M (208.3 FT)
 DN7182'EAST-NORTHEAST OF A POWER POLE, 11.9 M (39.0 FT) WEST OF THE
 DN7182'CENTERLINE OF A GATED FIELD ENTRANCE, 8.7 M (28.5 FT) WEST-SOUTHWEST
 DN7182'OF THE WEST WOOD GATE POST, 3.9 M (12.8 FT) SOUTH OF A CULTIVATED
 DN7182'FIELD AND 1.0 M (3.3 FT) EAST AND 1.0 M (3.3 FT) WEST OF TWO ORANGE
 DN7182'4X4 PLASTIC GUARD POSTS.
 DN7182'
 DN7182'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7182'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 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  COUNTRY     -  US
 RM0892  USGS QUAD   -  LAKE TAHKODAH (2019)
 RM0892
 RM0892                         *CURRENT SURVEY CONTROL
 RM0892  ______________________________________________________________________
 RM0892* NAD 83(2011) POSITION- 46 11 53.94707(N) 091 14 50.90875(W)   ADJUSTED
 RM0892* NAD 83(2011) ELLIP HT-   380.107 (meters)        (06/27/12)   ADJUSTED
 RM0892* NAD 83(2011) EPOCH   -  2010.00
 RM0892* NAVD 88 ORTHO HEIGHT -   409.179 (meters)     1342.45  (feet) ADJUSTED
 RM0892  ______________________________________________________________________
 RM0892  GEOID HEIGHT    -        -29.065 (meters)                     GEOID18
 RM0892  NAD 83(2011) X  -    -96,285.800 (meters)                     COMP
 RM0892  NAD 83(2011) Y  - -4,421,651.543 (meters)                     COMP
 RM0892  NAD 83(2011) Z  -  4,580,807.289 (meters)                     COMP
 RM0892  LAPLACE CORR    -        -12.40  (seconds)                    DEFLEC18
 RM0892  DYNAMIC HEIGHT  -        409.185 (meters)     1342.47  (feet) COMP
 RM0892  MODELED GRAVITY -    980,618.2   (mgal)                       NAVD 88
 RM0892
 RM0892  VERT ORDER      -  SECOND    CLASS I
 RM0892
 RM0892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RM0892  Standards:
 RM0892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RM0892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RM0892  -------------------------------------------------------------------
 RM0892  NETWORK    0.22   0.39           0.10   0.08   0.20      0.03716609
 RM0892  -------------------------------------------------------------------
 RM0892  Click here for local accuracies and other accuracy information.
 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 June 2012.
 RM0892
 RM0892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RM0892.been affixed to the stable North American tectonic plate. See 
 RM0892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RM0892
 RM0892.The horizontal coordinates are valid at the epoch date displayed above
 RM0892.which is a decimal equivalence of Year/Month/Day.
 RM0892
 RM0892.The orthometric height was determined by differential leveling and
 RM0892.adjusted by the WI DEPT OF TRANSP
 RM0892.in May 2012.
 RM0892
 RM0892.No vertical observational check was made to the station.
 RM0892
 RM0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0892.GEOID18 height accuracy estimate available here.
 RM0892
 RM0892.Click photographs - Photos may exist for this station.
 RM0892
 RM0892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0892
 RM0892.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0892
 RM0892.The ellipsoidal height was determined by GPS observations
 RM0892.and is referenced to NAD 83.
 RM0892
 RM0892.The dynamic height is computed by dividing the NAVD 88
 RM0892.geopotential number by the normal gravity value computed on the
 RM0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0892.degrees latitude (g = 980.6199 gals.).
 RM0892
 RM0892.The modeled gravity was interpolated from observed gravity values.
 RM0892
 RM0892. The following values were computed from the NAD 83(2011) position.
 RM0892
 RM0892;                    North         East     Units Scale Factor Converg.
 RM0892;SPC WI N     -   115,418.520   503,721.528   MT  0.99994549   -0 53 59.6
 RM0892;SPC WI N     -   378,668.93  1,652,626.38   sFT  0.99994549   -0 53 59.6
 RM0892;UTM  15      - 5,117,575.182   635,215.603   MT  0.99982475   +1 15 54.2
 RM0892
 RM0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0892!SPC WI N     -   0.99994042  x   0.99994549  =   0.99988591
 RM0892!UTM  15      -   0.99994042  x   0.99982475  =   0.99976518
 RM0892
 RM0892:                Primary Azimuth Mark                     Grid Az
 RM0892:SPC WI N     -  CABLE GPS AZ MK                          169 54 42.8
 RM0892:UTM  15      -  CABLE GPS AZ MK                          167 44 49.0
 RM0892
 RM0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3521517575(NAD 83)
 RM0892
 RM0892|---------------------------------------------------------------------|
 RM0892| PID    Reference Object                     Distance      Geod. Az  |
 RM0892|                                                           dddmmss.s |
 RM0892| RM0896 CABLE GPS AZ MK                     APPROX. 1.0 KM 1690043.2 |
 RM0892|---------------------------------------------------------------------|
 RM0892
 RM0892                          SUPERSEDED SURVEY CONTROL
 RM0892
 RM0892  NAD 83(2007)-  46 11 53.94714(N)    091 14 50.90947(W) AD(2002.00) 0
 RM0892  ELLIP H (02/10/07)  380.144  (m)                       GP(2002.00)    
 RM0892  NAD 83(1997)-  46 11 53.94719(N)    091 14 50.91016(W) AD(       ) A
 RM0892  ELLIP H (04/28/99)  380.166  (m)                       GP(       ) 3 1
 RM0892  NAD 83(1991)-  46 11 53.94728(N)    091 14 50.90916(W) AD(       ) B
 RM0892  ELLIP H (06/11/91)  380.158  (m)                       GP(       ) 4 1
 RM0892  NAVD 88             409.18   (m)         1342.5    (f) LEVELING    3  
 RM0892  NAVD 88 (04/28/99)  409.19   (m)  UNKNOWN  model used  GPS OBS        
 RM0892  NAVD 88 (04/30/98)  409.14   (m)  GEOID96  model used  GPS OBS        
 RM0892  NGVD 29 (06/11/91)  409.13   (m)  UNKNOWN  model used  GPS OBS        
 RM0892
 RM0892.Superseded values are not recommended for survey control.
 RM0892
 RM0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0892.See file dsdata.pdf 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_MARK LOGO: NGS
 RM0892_PROJECTION: FLUSH
 RM0892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RM0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0892+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2020
 RM0892
 RM0892  HISTORY     - Date     Condition        Report 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  HISTORY     - 20040509 GOOD             USPSQD
 RM0892  HISTORY     - 20061115 GOOD             WIDT
 RM0892  HISTORY     - 20100510 GOOD             WIDT
 RM0892  HISTORY     - 20120619 GOOD             WIDT
 RM0892  HISTORY     - 20130901 GOOD             GEOSPC
 RM0892  HISTORY     - 20200702 GOOD             WIDT
 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.
 RM0892
 RM0892                          STATION RECOVERY (2004)
 RM0892
 RM0892'RECOVERY NOTE BY US POWER SQUADRON 2004
 RM0892'RECOVERED IN GOOD CONDITION AS DESCRIBED PLUS AIRPORT RD. IS NOW
 RM0892'TELEMARK RD. ADDRESS OF LIBBY PAROD IS 42895 TELEMARK RD. TELEPHONE
 RM0892'NUMBER IS CORRECT AS IN 1989 DESCRIPTION. RM 0896 IS ALSO AT THIS
 RM0892'AIRPORT AT THE OPPOSITE END OF THRE RUNWAY. USPS JRD
 RM0892
 RM0892                          STATION RECOVERY (2006)
 RM0892
 RM0892'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 RM0892'RECOVERED IN GOOD CONDITION.  ADD-- THE AIRPORT IS NAMED --CABLE UNION
 RM0892'AIRPORT--, THE AIRPORT MANAGER IS JOHN SILL AT 715-798-3240, AND THE
 RM0892'STATION IS 1.0 M WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST OF THREE
 RM0892'ORANGE 4X4 PLASTIC GUARD POSTS.  ---NOTE-- THIS STATION HAS NO VISIBLE
 RM0892'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 RM0892
 RM0892                          STATION RECOVERY (2010)
 RM0892
 RM0892'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 RM0892'RECOVERED AS DESCRIBED.
 RM0892
 RM0892                          STATION RECOVERY (2012)
 RM0892
 RM0892'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 RM0892'RECOVERED AS DESCRIBED.
 RM0892
 RM0892                          STATION RECOVERY (2013)
 RM0892
 RM0892'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2013 (MEH)
 RM0892'RECOVERED AS DESCRIBED.
 RM0892
 RM0892                          STATION RECOVERY (2020)
 RM0892
 RM0892'RECOVERY NOTE BY WI DEPT OF TRANSP 2020 (MJH)
 RM0892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0896 ***********************************************************************
 RM0896  DESIGNATION -  CABLE GPS AZ MK
 RM0896  PID         -  RM0896
 RM0896  STATE/COUNTY-  WI/BAYFIELD
 RM0896  COUNTRY     -  US
 RM0896  USGS QUAD   -  LAKE TAHKODAH (2019)
 RM0896
 RM0896                         *CURRENT SURVEY CONTROL
 RM0896  ______________________________________________________________________
 RM0896* NAD 83(1997) POSITION- 46 11 20.80663(N) 091 14 41.64383(W)   ADJUSTED
 RM0896* NAD 83(1997) ELLIP HT-   385.441 (meters)        (09/30/02)   ADJUSTED
 RM0896* NAVD 88 ORTHO HEIGHT -   414.463 (meters)     1359.78  (feet) ADJUSTED
 RM0896  ______________________________________________________________________
 RM0896  GEOID HEIGHT    -        -29.091 (meters)                     GEOID18
 RM0896  NAD 83(1997) X  -    -96,103.315 (meters)                     COMP
 RM0896  NAD 83(1997) Y  - -4,422,397.894 (meters)                     COMP
 RM0896  NAD 83(1997) Z  -  4,580,102.774 (meters)                     COMP
 RM0896  LAPLACE CORR    -        -12.52  (seconds)                    DEFLEC18
 RM0896  DYNAMIC HEIGHT  -        414.468 (meters)     1359.80  (feet) COMP
 RM0896  MODELED GRAVITY -    980,615.0   (mgal)                       NAVD 88
 RM0896
 RM0896  HORZ ORDER      -  FIRST
 RM0896  VERT ORDER      -  SECOND    CLASS I
 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 September 2002.
 RM0896
 RM0896.The orthometric height was determined by differential leveling and
 RM0896.adjusted by the WI DEPT OF TRANSP
 RM0896.in May 2012.
 RM0896
 RM0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0896.GEOID18 height accuracy estimate available here.
 RM0896
 RM0896.Click photographs - Photos may exist for this station.
 RM0896
 RM0896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0896
 RM0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0896
 RM0896.The ellipsoidal height was determined by GPS observations
 RM0896.and is referenced to NAD 83.
 RM0896
 RM0896.The dynamic height is computed by dividing the NAVD 88
 RM0896.geopotential number by the normal gravity value computed on the
 RM0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0896.degrees latitude (g = 980.6199 gals.).
 RM0896
 RM0896.The modeled gravity was interpolated from observed gravity values.
 RM0896
 RM0896. The following values were computed from the NAD 83(1997) position.
 RM0896
 RM0896;                    North         East     Units Scale Factor Converg.
 RM0896;SPC WI N     -   114,392.327   503,904.101   MT  0.99994541   -0 53 52.9
 RM0896;SPC WI N     -   375,302.16  1,653,225.37   sFT  0.99994541   -0 53 52.9
 RM0896;UTM  15      - 5,116,556.740   635,436.784   MT  0.99982549   +1 16 00.2
 RM0896
 RM0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0896!SPC WI N     -   0.99993958  x   0.99994541  =   0.99988499
 RM0896!UTM  15      -   0.99993958  x   0.99982549  =   0.99976508
 RM0896
 RM0896:                Primary Azimuth Mark                     Grid Az
 RM0896:SPC WI N     -  CABLE GPS                                349 54 42.7
 RM0896:UTM  15      -  CABLE GPS                                347 44 49.6
 RM0896
 RM0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3543616556(NAD 83)
 RM0896
 RM0896|---------------------------------------------------------------------|
 RM0896| PID    Reference Object                     Distance      Geod. Az  |
 RM0896|                                                           dddmmss.s |
 RM0896| RM0892 CABLE GPS                           APPROX. 1.0 KM 3490049.8 |
 RM0896|---------------------------------------------------------------------|
 RM0896
 RM0896                          SUPERSEDED SURVEY CONTROL
 RM0896
 RM0896  NAD 83(1991)-  46 11 20.80642(N)    091 14 41.64323(W) AD(       ) 1
 RM0896  ELLIP H (08/19/91)  385.422  (m)                       GP(       ) 4 1
 RM0896  NGVD 29 (08/19/91)  414.5    (m)  UNKNOWN  model used  GPS OBS        
 RM0896
 RM0896.Superseded values are not recommended for survey control.
 RM0896
 RM0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0896.See file dsdata.pdf to determine how the superseded data were derived.
 RM0896
 RM0896_MARKER: DZ = AZIMUTH MARK DISK
 RM0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0896_STAMPING: CABLE GPS 1989
 RM0896_MARK LOGO: NGS
 RM0896_PROJECTION: FLUSH
 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 - December 21, 2009
 RM0896
 RM0896  HISTORY     - Date     Condition        Report By
 RM0896  HISTORY     - 1989     MONUMENTED       WIHD
 RM0896  HISTORY     - 19900726 GOOD
 RM0896  HISTORY     - 20040509 GOOD             USPSQD
 RM0896  HISTORY     - 20061115 GOOD             WIDT
 RM0896  HISTORY     - 20091221 GOOD             WIDT
 RM0896
 RM0896                          STATION DESCRIPTION
 RM0896
 RM0896'DESCRIBED BY WI HIGHWAY DEPT 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.
 RM0896
 RM0896                          STATION RECOVERY (2004)
 RM0896
 RM0896'RECOVERY NOTE BY US POWER SQUADRON 2004
 RM0896'RECOVERED AS DESCRIBED IN GOOD CONDITION PLUS AIRPORT ROAD IS NOW
 RM0896'TELEMARK ROAD AND THE ADDRESS OF LIBBY PAROD IS 43895 TELEMARK RD.
 RM0896'TELEPHONE  NUMBER IS CORRECT. SAME AIRPORT FOR RM0892AT OPPOSITE ENDS
 RM0896'OF THE RUNWAY. USPS JRD
 RM0896
 RM0896                          STATION RECOVERY (2006)
 RM0896
 RM0896'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 RM0896'RECOVERED IN GOOD CONDITION.  ADD-- THE AIRPORT IS NAMED --CABLE UNION
 RM0896'AIRPORT--, THE AIRPORT MANAGER IS JOHN SILL AT 715-798-3240, AND THE
 RM0896'STATION IS 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE
 RM0896'WHITE PLASTIC WITNESS POSTS.
 RM0896'---NOTE1--- THE DISTANCE FROM THE RUNWAY APPROACH TO THE SOUTHERN END
 RM0896'OF THE RUNWAY IS 0.55 MILE, (NOT 0.40 MILE).  ---NOTE2-- THIS STATION
 RM0896'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 RM0896'HORIZON.
 RM0896
 RM0896                          STATION RECOVERY (2009)
 RM0896
 RM0896'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 RM0896'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5041 ***********************************************************************
 DN5041  DESIGNATION -  CABLE S GPS
 DN5041  PID         -  DN5041
 DN5041  STATE/COUNTY-  WI/BAYFIELD
 DN5041  COUNTRY     -  US
 DN5041  USGS QUAD   -  CABLE (2019)
 DN5041
 DN5041                         *CURRENT SURVEY CONTROL
 DN5041  ______________________________________________________________________
 DN5041* NAD 83(2011) POSITION- 46 09 55.41981(N) 091 19 26.76511(W)   ADJUSTED
 DN5041* NAD 83(2011) ELLIP HT-   369.362 (meters)        (04/15/13)   ADJUSTED
 DN5041* NAD 83(2011) EPOCH   -  2010.00
 DN5041* NAVD 88 ORTHO HEIGHT -   398.137 (meters)     1306.22  (feet) ADJUSTED
 DN5041  ______________________________________________________________________
 DN5041  GEOID HEIGHT    -        -28.781 (meters)                     GEOID18
 DN5041  NAD 83(2011) X  -   -102,260.033 (meters)                     COMP
 DN5041  NAD 83(2011) Y  - -4,424,151.446 (meters)                     COMP
 DN5041  NAD 83(2011) Z  -  4,578,265.521 (meters)                     COMP
 DN5041  LAPLACE CORR    -        -11.14  (seconds)                    DEFLEC18
 DN5041  DYNAMIC HEIGHT  -        398.145 (meters)     1306.25  (feet) COMP
 DN5041  MODELED GRAVITY -    980,624.2   (mgal)                       NAVD 88
 DN5041
 DN5041  VERT ORDER      -  SECOND    CLASS I
 DN5041
 DN5041  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5041  Standards:
 DN5041         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5041            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5041  -------------------------------------------------------------------
 DN5041  NETWORK    0.61   1.29           0.28   0.21   0.66     -0.13050094
 DN5041  -------------------------------------------------------------------
 DN5041  Click here for local accuracies and other accuracy information.
 DN5041
 DN5041.The horizontal coordinates were established by GPS observations
 DN5041.and adjusted by the National Geodetic Survey in April 2013.
 DN5041
 DN5041.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5041.been affixed to the stable North American tectonic plate. See 
 DN5041.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5041
 DN5041.The horizontal coordinates are valid at the epoch date displayed above
 DN5041.which is a decimal equivalence of Year/Month/Day.
 DN5041
 DN5041.The orthometric height was determined by differential leveling and
 DN5041.adjusted by the WI DEPT OF TRANSP
 DN5041.in May 2012.
 DN5041
 DN5041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5041.GEOID18 height accuracy estimate available here.
 DN5041
 DN5041.Click photographs - Photos may exist for this station.
 DN5041
 DN5041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5041
 DN5041.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5041
 DN5041.The ellipsoidal height was determined by GPS observations
 DN5041.and is referenced to NAD 83.
 DN5041
 DN5041.The dynamic height is computed by dividing the NAVD 88
 DN5041.geopotential number by the normal gravity value computed on the
 DN5041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5041.degrees latitude (g = 980.6199 gals.).
 DN5041
 DN5041.The modeled gravity was interpolated from observed gravity values.
 DN5041
 DN5041. The following values were computed from the NAD 83(2011) position.
 DN5041
 DN5041;                    North         East     Units Scale Factor Converg.
 DN5041;SPC WI N     -   111,855.277   497,747.102   MT  0.99994535   -0 57 18.6
 DN5041;SPC WI N     -   366,978.52  1,633,025.28   sFT  0.99994535   -0 57 18.6
 DN5041;UTM  15      - 5,113,789.319   629,380.784   MT  0.99980578   +1 12 32.6
 DN5041
 DN5041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5041!SPC WI N     -   0.99994210  x   0.99994535  =   0.99988745
 DN5041!UTM  15      -   0.99994210  x   0.99980578  =   0.99974789
 DN5041
 DN5041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2938013789(NAD 83)
 DN5041
 DN5041                          SUPERSEDED SURVEY CONTROL
 DN5041
 DN5041  NAD 83(2007)-  46 09 55.41999(N)    091 19 26.76581(W) AD(2002.00) 1
 DN5041  ELLIP H (04/06/12)  369.387  (m)                       GP(2002.00) 1 1
 DN5041  NAVD 88             398.14   (m)         1306.2    (f) LEVELING    3  
 DN5041
 DN5041.Superseded values are not recommended for survey control.
 DN5041
 DN5041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5041.See file dsdata.pdf to determine how the superseded data were derived.
 DN5041
 DN5041_MARKER: DD = SURVEY DISK
 DN5041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5041_STAMPING: CABLE S GPS 2006
 DN5041_MARK LOGO: WIDT
 DN5041_PROJECTION: FLUSH
 DN5041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5041+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 DN5041
 DN5041  HISTORY     - Date     Condition        Report By
 DN5041  HISTORY     - 2005     MONUMENTED       WIDT
 DN5041  HISTORY     - 20100510 GOOD             WIDT
 DN5041
 DN5041                          STATION DESCRIPTION
 DN5041
 DN5041'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5041'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 DN5041'HIGHWAY M ON THE WEST SIDE OF THE COMMUNITY OF CABLE, GO SOUTH ON US
 DN5041'HIGHWAY 63 FOR 3.0 MI (4.8 KM) TO OLD MILLING ROAD.  CONTINUE SOUTH ON
 DN5041'US HIGHWAY 63 FOR 0.31 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DN5041'
 DN5041'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5041'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5041'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5041'GROUND AND APPROXIMATELY 0.6 M (2.0 FT) LOWER THAN THE HIGHWAY
 DN5041'PAVEMENT.
 DN5041'
 DN5041'THE STATION IS 17.9 M (58.7 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 DN5041'63, 153 M (502.0 FT) NORTH OF PRIVATE ENTRANCE -40515-, 142 M (465.9
 DN5041'FT) SOUTH OF A PRIVATE ENTRANCE, 70.0 M (229.7 FT) NORTH OF A
 DN5041'STAINLESS STEEL WEATHER STATION TOWER, 35.5 M (116.5 FT)
 DN5041'WEST-SOUTHWEST OF POWER POLE -35-88/59-, 9.1 M (29.9 FT) EAST OF A
 DN5041'CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC
 DN5041'GUARD POSTS SURROUNDING THE STATION.
 DN5041'
 DN5041'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5041'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0439 ***********************************************************************
 PN0439  DESIGNATION -  CABOOSE
 PN0439  PID         -  PN0439
 PN0439  STATE/COUNTY-  WI/PORTAGE
 PN0439  COUNTRY     -  US
 PN0439  USGS QUAD   -  AMHERST (2018)
 PN0439
 PN0439                         *CURRENT SURVEY CONTROL
 PN0439  ______________________________________________________________________
 PN0439* NAD 83(1991) POSITION- 44 28 05.75473(N) 089 15 18.75996(W)   ADJUSTED
 PN0439* NAVD 88 ORTHO HEIGHT -   320.855 (meters)     1052.67  (feet) ADJUSTED
 PN0439  ______________________________________________________________________
 PN0439  GEOID HEIGHT    -        -36.209 (meters)                     GEOID18
 PN0439  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 PN0439  DYNAMIC HEIGHT  -        320.797 (meters)     1052.48  (feet) COMP
 PN0439  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 PN0439
 PN0439  HORZ ORDER      -  FIRST
 PN0439  VERT ORDER      -  FIRST     CLASS II
 PN0439
 PN0439.The horizontal coordinates were established by classical geodetic methods
 PN0439.and adjusted by the National Geodetic Survey in November 1991.
 PN0439
 PN0439.The orthometric height was determined by differential leveling and
 PN0439.adjusted by the NATIONAL GEODETIC SURVEY
 PN0439.in June 1991.
 PN0439
 PN0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0439.GEOID18 height accuracy estimate available here.
 PN0439
 PN0439.Click photographs - Photos may exist for this station.
 PN0439
 PN0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0439
 PN0439.The dynamic height is computed by dividing the NAVD 88
 PN0439.geopotential number by the normal gravity value computed on the
 PN0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0439.degrees latitude (g = 980.6199 gals.).
 PN0439
 PN0439.The modeled gravity was interpolated from observed gravity values.
 PN0439
 PN0439. The following values were computed from the NAD 83(1991) position.
 PN0439
 PN0439;                    North         East     Units Scale Factor Converg.
 PN0439;SPC WI C     -    70,824.128   659,262.004   MT  0.99996590   +0 31 31.8
 PN0439;SPC WI C     -   232,362.16  2,162,928.76   sFT  0.99996590   +0 31 31.8
 PN0439;UTM  16      - 4,926,357.854   320,617.640   MT  0.99999573   -1 34 48.8
 PN0439
 PN0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0439!SPC WI C     -   0.99995537  x   0.99996590  =   0.99992127
 PN0439!UTM  16      -   0.99995537  x   0.99999573  =   0.99995110
 PN0439
 PN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2061726357(NAD 83)
 PN0439
 PN0439                          SUPERSEDED SURVEY CONTROL
 PN0439
 PN0439  NAD 83(1986)-  44 28 05.75006(N)    089 15 18.76856(W) AD(       ) 1
 PN0439  NAD 27      -  44 28 05.83800(N)    089 15 18.37000(W) AD(       ) 1
 PN0439  NGVD 29 (??/??/92)  320.873  (m)         1052.73   (f) ADJ UNCH    1 2
 PN0439  NGVD 29             320.87   (m)         1052.7    (f) LEVELING    3  
 PN0439
 PN0439.Superseded values are not recommended for survey control.
 PN0439
 PN0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0439.See file dsdata.pdf to determine how the superseded data were derived.
 PN0439
 PN0439_MARKER: DE = TRAVERSE STATION DISK
 PN0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0439_STAMPING: 1052.754 CABOOSE 1926
 PN0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0439+STABILITY: SURFACE MOTION
 PN0439
 PN0439  HISTORY     - Date     Condition        Report By
 PN0439  HISTORY     - 1926     MONUMENTED       CGS
 PN0439  HISTORY     - 1926     GOOD             CGS
 PN0439  HISTORY     - 1930     GOOD             CGS
 PN0439  HISTORY     - 1934     GOOD             CGS
 PN0439  HISTORY     - 1957     SEE DESCRIPTION  USGS
 PN0439  HISTORY     - 1965     GOOD             LOCENG
 PN0439  HISTORY     - 1969     SEE DESCRIPTION  USGS
 PN0439  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0439
 PN0439                          STATION DESCRIPTION
 PN0439
 PN0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0439'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY LOCATED
 PN0439'ABOUT 3 MILES E OF THE DEPOT AT AMHERST JUNCTION, ON THE
 PN0439'FIRST CURVE W OF THE CROSSING OF COUNTY TRUNK HIGHWAY B, ABOUT
 PN0439'60 FEET N OF THE TRACK ON THE TANGENT OF S RAIL 247 METERS W
 PN0439'OF POINT OF TANGENCY.  IT IS 581 METERS W OF THE CROSSING OF
 PN0439'HIGHWAY B.
 PN0439'
 PN0439'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 PN0439
 PN0439                          STATION RECOVERY (1926)
 PN0439
 PN0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926
 PN0439'2.9 MI E FROM AMHERST JUNCTION.
 PN0439'2.9 MILES EAST ALONG THE GREEN BAY AND WESTERN RAILROAD FROM
 PN0439'THE STATION AT AMHERST JUNCTION, PORTAGE COUNTY, 0.35 MILE
 PN0439'WEST OF THE CROSSING OF COUNTY HIGHWAY B, AT THE FIRST CURVE
 PN0439'WEST OF THE CROSSING, 810 FEET WEST OF THE POINT OF CURVATURE,
 PN0439'IN LINE WITH THE SOUTH RAIL OF THE TANGENT, AT A PRIVATE-ROAD
 PN0439'CROSSING, 18 YARDS WEST OF THE CENTER LINE OF THE ROAD, 60 FEET
 PN0439'NORTH OF THE TRACK, AND 9 YARDS NORTH OF THE RIGHT-OF-WAY FENCE.
 PN0439'A STANDARD TRAVERSE-STATION DISK, STAMPED 1052.754 CABOOSE
 PN0439'1926 AND SET IN THE TOP OF A CONCRETE POST.
 PN0439
 PN0439                          STATION RECOVERY (1930)
 PN0439
 PN0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0439'STATION MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 PN0439'DESCRIPTION ADEQUATE.
 PN0439
 PN0439                          STATION RECOVERY (1934)
 PN0439
 PN0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0439'RECOVERED IN GOOD CONDITION.
 PN0439
 PN0439                          STATION RECOVERY (1957)
 PN0439
 PN0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 PN0439'POINT IS OUT IN FIELD.  MAYBE HIT BY PLOWS, BUT LOOKS MORE AS
 PN0439'THOUGH THEY HAD TRIED TO PULL IT OUT WITH TRACTOR.
 PN0439
 PN0439                          STATION RECOVERY (1965)
 PN0439
 PN0439'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (CWO)
 PN0439'RECOVERED BY MICROWAVE SERVICES INCORPORATED.
 PN0439'N98-1934-O.K. 777 FT.
 PN0439'CABOOSE-1926-O.K. 1053 FT.
 PN0439'M37-1934-O.K. 1141 FT.
 PN0439'B33-1934-O.K. 1263 FT.
 PN0439
 PN0439                          STATION RECOVERY (1969)
 PN0439
 PN0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PN0439'STATION TABLET FOUND AND TOP 1.5 FT (0.5 M) OF POST BROKEN OFF STATION
 PN0439'DESTROYED.
 PN0439'
 PN0439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AMHERST JUNCTION.
 PN0439'2.9 MI (4.7 KM) EAST ALONG GB AND W RAILROAD.
 PN0439
 PN0439                          STATION RECOVERY (2004)
 PN0439
 PN0439'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0439'NOT FOUND.  RAILROAD HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0186 ***********************************************************************
 QM0186  DESIGNATION -  CABOT
 QM0186  PID         -  QM0186
 QM0186  STATE/COUNTY-  WI/ONEIDA
 QM0186  COUNTRY     -  US
 QM0186  USGS QUAD   -  RHINELANDER (2018)
 QM0186
 QM0186                         *CURRENT SURVEY CONTROL
 QM0186  ______________________________________________________________________
 QM0186* NAD 83(1991) POSITION- 45 38 06.03695(N) 089 25 31.29281(W)   ADJUSTED
 QM0186* NAVD 88 ORTHO HEIGHT -   497.338 (meters)     1631.68  (feet) ADJUSTED
 QM0186  ______________________________________________________________________
 QM0186  GEOID HEIGHT    -        -32.020 (meters)                     GEOID18
 QM0186  LAPLACE CORR    -         -8.04  (seconds)                    DEFLEC18
 QM0186  DYNAMIC HEIGHT  -        497.315 (meters)     1631.61  (feet) COMP
 QM0186  MODELED GRAVITY -    980,553.0   (mgal)                       NAVD 88
 QM0186
 QM0186  HORZ ORDER      -  FIRST
 QM0186  VERT ORDER      -  FIRST     CLASS II
 QM0186
 QM0186.The horizontal coordinates were established by classical geodetic methods
 QM0186.and adjusted by the National Geodetic Survey in November 1991.
 QM0186
 QM0186.The orthometric height was determined by differential leveling and
 QM0186.adjusted by the NATIONAL GEODETIC SURVEY
 QM0186.in June 1991.
 QM0186
 QM0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0186.GEOID18 height accuracy estimate available here.
 QM0186
 QM0186.Click photographs - Photos may exist for this station.
 QM0186
 QM0186.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0186
 QM0186.The dynamic height is computed by dividing the NAVD 88
 QM0186.geopotential number by the normal gravity value computed on the
 QM0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0186.degrees latitude (g = 980.6199 gals.).
 QM0186
 QM0186.The modeled gravity was interpolated from observed gravity values.
 QM0186
 QM0186. The following values were computed from the NAD 83(1991) position.
 QM0186
 QM0186;                    North         East     Units Scale Factor Converg.
 QM0186;SPC WI N     -    52,215.528   644,804.439   MT  0.99998830   +0 24 52.3
 QM0186;SPC WI N     -   171,310.44  2,115,495.90   sFT  0.99998830   +0 24 52.3
 QM0186;SPC WI C     -   200,369.681   644,806.258   MT  1.00002851   +0 24 19.6
 QM0186;SPC WI C     -   657,379.53  2,115,501.86   sFT  1.00002851   +0 24 19.6
 QM0186;UTM  16      - 5,056,357.015   310,969.019   MT  1.00003933   -1 44 03.8
 QM0186
 QM0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0186!SPC WI N     -   0.99992706  x   0.99998830  =   0.99991536
 QM0186!SPC WI C     -   0.99992706  x   1.00002851  =   0.99995556
 QM0186!UTM  16      -   0.99992706  x   1.00003933  =   0.99996638
 QM0186
 QM0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1096956357(NAD 83)
 QM0186
 QM0186                          SUPERSEDED SURVEY CONTROL
 QM0186
 QM0186  NAD 83(1986)-  45 38 06.03167(N)    089 25 31.29027(W) AD(       ) 1
 QM0186  NAD 27      -  45 38 06.19600(N)    089 25 30.80600(W) AD(       ) 1
 QM0186  USSD        -  45 38 06.34400(N)    089 25 30.63600(W) AD(       ) 3
 QM0186  NGVD 29 (??/??/92)  497.331  (m)         1631.66   (f) ADJ UNCH    1 2
 QM0186  NGVD 29             497.33   (m)         1631.7    (f) LEVELING    3  
 QM0186
 QM0186.Superseded values are not recommended for survey control.
 QM0186
 QM0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0186.See file dsdata.pdf to determine how the superseded data were derived.
 QM0186
 QM0186_MARKER: DS = TRIANGULATION STATION DISK
 QM0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0186_STAMPING: CABOT 1921
 QM0186_MARK LOGO: CGS
 QM0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0186+STABILITY: SURFACE MOTION
 QM0186
 QM0186  HISTORY     - Date     Condition        Report By
 QM0186  HISTORY     - 1921     MONUMENTED       CGS
 QM0186  HISTORY     - 1922     GOOD             CGS
 QM0186  HISTORY     - 1922     GOOD             CGS
 QM0186  HISTORY     - 1934     GOOD             CGS
 QM0186  HISTORY     - 1940     GOOD             CGS
 QM0186  HISTORY     - 1952     GOOD             CGS
 QM0186  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QM0186  HISTORY     - 1965     SEE DESCRIPTION  USGS
 QM0186  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0186
 QM0186                          STATION DESCRIPTION
 QM0186
 QM0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0186'STATION IS AT RHINELANDER, IN THE HIGHLANDS, ABOUT 475 METERS
 QM0186'W OF THE PASSENGER DEPOT OF THE MINNEAPOLIS, ST. PAUL AND
 QM0186'SAULT STE. MARIE RAILWAY ON A LITTLE KNOLL ABOUT 75 METERS
 QM0186'N OF AN OLD GRAVEL PIT.
 QM0186'
 QM0186'STATION MARK IS A STANDARD BRONZE DISK SET IN A LARGE 3- BY
 QM0186'3- BY 4-FOOT CONCRETE BLOCK.  NO REFERENCE MARK.
 QM0186
 QM0186                          STATION RECOVERY (1922)
 QM0186
 QM0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (GDC)
 QM0186'ORIGINAL DESCRIPTION OF STATION IS SATISFACTORY.
 QM0186
 QM0186                          STATION RECOVERY (1922)
 QM0186
 QM0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0186'0.4 MI NW FROM RHINELANDER.
 QM0186'AT RHINELANDER, IN THE HIGHLANDS, ABOUT 475 METERS WEST OF THE
 QM0186'PASSENGER DEPOT OF THE M.ST.P. AND S.STE.M.RY., ON THE LITTLE
 QM0186'KNOLL ABOUT 75 METERS NORTH OF THE OLD GRAVEL PIT.
 QM0186
 QM0186                          STATION RECOVERY (1934)
 QM0186
 QM0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0186'RECOVERED IN GOOD CONDITION.
 QM0186
 QM0186                          STATION RECOVERY (1940)
 QM0186
 QM0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GCM)
 QM0186'STATION IS LOCATED IN THE SOUTHWEST PART OF THE CITY, IN THE
 QM0186'SECTION KNOWN AS HIGHLANDS.  ON THE TOP OF THE HIGHEST KNOLL
 QM0186'IN THE VICINITY, ALSO THE HIGHEST ELEVATION IN THE CITY.
 QM0186'STATION IS 30 METERS NW OF THE NW CORNER OF THE HOUSE AT
 QM0186'362 HIGHVIEW PARKWAY, AND IN THICK BRUSH.  MARK IS A LARGE
 QM0186'CONCRETE MARK 3 FT X 3 FT X 4 FT WITH BRONZE DISK STAMPED
 QM0186'CABOT 1921.
 QM0186
 QM0186                          STATION RECOVERY (1952)
 QM0186
 QM0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0186'STATION MARK RECOVERED IN GOOD CONDITION.  IT IS 475 METERS
 QM0186'W OF THE OLD FREIGHT DEPOT INSTEAD OF THE PASSENGER DEPOT,
 QM0186'ON PROMINENT WOODED HILL IN RESIDENTIAL DISTRICT, ON THE S
 QM0186'SIDE OF HILLINDALE AVENUE, 89.5 FEET S OF S CURB OF HILLINDALE
 QM0186'AVENUE (SLOPE DISTANCE), 73.4 FEET WSW OF THE NW CORNER
 QM0186'OF HOUSE NO. 333 ON S SIDE OF HILLINDALE AVENUE, AND 50.0
 QM0186'FEET ABOUT W OF THE NW CORNER OF THE GARAGE AT SAME HOUSE.
 QM0186
 QM0186                          STATION RECOVERY (1952)
 QM0186
 QM0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0186'THE STATION WAS RECOVERED AS DESCRIBED, AND THE MARK WAS
 QM0186'FOUND IN VERY GOOD CONDITION.  HOWEVER, MR. RUSSELL A. BOUFFIOU,
 QM0186'WHO OWNS THE LOT ON WHICH THE STATION IS LOCATED, INTENDS
 QM0186'TO LEVEL THE LOT BEFORE THE END OF THE YEAR.  THE SPOT WHERE
 QM0186'THE STATION IS WILL BE LOWERED APPROXIMATELY 10 FT. AND
 QM0186'THE END OF THE GULLEY TO THE W WILL BE FILLED IN WITH THE
 QM0186'DIRT.  FOR THIS REASON THE STATION WAS MOVED 137 FT. NE AND
 QM0186'A TRIANGULATION-STATION MARK, STAMPED CABOT 2 1952 AND TWO
 QM0186'REFERENCE MARKS WERE SET AT THE NEW LOCATION.
 QM0186
 QM0186                          STATION RECOVERY (1965)
 QM0186
 QM0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (RLJ)
 QM0186'BM IS PROBABLY DESTROYED BECAUSE AREA IS NOW A HOUSING AREA.
 QM0186
 QM0186                          STATION RECOVERY (1985)
 QM0186
 QM0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0186'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0680 ***********************************************************************
 QM0680  DESIGNATION -  CABOT 2
 QM0680  PID         -  QM0680
 QM0680  STATE/COUNTY-  WI/ONEIDA
 QM0680  COUNTRY     -  US
 QM0680  USGS QUAD   -  RHINELANDER (2018)
 QM0680
 QM0680                         *CURRENT SURVEY CONTROL
 QM0680  ______________________________________________________________________
 QM0680* NAD 83(1991) POSITION- 45 38 06.94736(N) 089 25 29.86334(W)   NO CHECK
 QM0680* NAVD 88 ORTHO HEIGHT -   491.    (meters)     1611.    (feet) SCALED
 QM0680  ______________________________________________________________________
 QM0680  GEOID HEIGHT    -        -32.020 (meters)                     GEOID18
 QM0680  LAPLACE CORR    -         -8.04  (seconds)                    DEFLEC18
 QM0680  HORZ ORDER      -  SECOND
 QM0680
 QM0680.The horizontal coordinates were established by classical geodetic methods
 QM0680.and adjusted by the National Geodetic Survey in November 1991.
 QM0680
 QM0680.No horizontal observational check was made to the station.
 QM0680
 QM0680.The orthometric height was scaled from a topographic map.
 QM0680
 QM0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0680.GEOID18 height accuracy estimate available here.
 QM0680
 QM0680.Click photographs - Photos may exist for this station.
 QM0680
 QM0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0680
 QM0680. The following values were computed from the NAD 83(1991) position.
 QM0680
 QM0680;                    North         East     Units Scale Factor Converg.
 QM0680;SPC WI N     -    52,243.858   644,835.195   MT  0.99998826   +0 24 53.3
 QM0680;SPC WI N     -   171,403.39  2,115,596.80   sFT  0.99998826   +0 24 53.3
 QM0680;SPC WI C     -   200,398.007   644,837.019   MT  1.00002857   +0 24 20.6
 QM0680;SPC WI C     -   657,472.46  2,115,602.79   sFT  1.00002857   +0 24 20.6
 QM0680;UTM  16      - 5,056,384.174   311,000.817   MT  1.00003918   -1 44 02.8
 QM0680
 QM0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0680!SPC WI N     -   0.99992805  x   0.99998826  =   0.99991631
 QM0680!SPC WI C     -   0.99992805  x   1.00002857  =   0.99995662
 QM0680!UTM  16      -   0.99992805  x   1.00003918  =   0.99996722
 QM0680
 QM0680:                Primary Azimuth Mark                     Grid Az
 QM0680:SPC WI N     -  RHINELANDER ONEIDA CTHSE DOME            077 40 15.9
 QM0680:SPC WI C     -  RHINELANDER ONEIDA CTHSE DOME            077 40 48.6
 QM0680:UTM  16      -  RHINELANDER ONEIDA CTHSE DOME            079 49 12.0
 QM0680
 QM0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1100056384(NAD 83)
 QM0680
 QM0680|---------------------------------------------------------------------|
 QM0680| PID    Reference Object                     Distance      Geod. Az  |
 QM0680|                                                           dddmmss.s |
 QM0680| QM0679 RHINELANDER MUNICIPAL TANK          APPROX. 1.2 KM 0242828.0 |
 QM0680| QM0685 RHINELANDER ONEIDA CTHSE DOME       APPROX. 1.4 KM 0780509.2 |
 QM0680| CJ4377 CABOT 2 RM 1                          9.850 METERS 08154     |
 QM0680| CJ4378 CABOT 2 RM 2                          7.550 METERS 15859     |
 QM0680| QM0186 CABOT                                41.816 METERS 22746     |
 QM0680|---------------------------------------------------------------------|
 QM0680
 QM0680                          SUPERSEDED SURVEY CONTROL
 QM0680
 QM0680  NAD 83(1986)-  45 38 06.94209(N)    089 25 29.86082(W) AD(       ) 2
 QM0680  NAD 27      -  45 38 07.10600(N)    089 25 29.37700(W) AD(       ) 2
 QM0680
 QM0680.Superseded values are not recommended for survey control.
 QM0680
 QM0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0680.See file dsdata.pdf to determine how the superseded data were derived.
 QM0680
 QM0680_MARKER: DS = TRIANGULATION STATION DISK
 QM0680_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QM0680_SP_SET: SIDEWALK
 QM0680_STAMPING: CABOT 2 1952
 QM0680_MARK LOGO: CGS
 QM0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0680
 QM0680  HISTORY     - Date     Condition        Report By
 QM0680  HISTORY     - 1952     MONUMENTED       CGS
 QM0680  HISTORY     - 1966     GOOD             CGS
 QM0680  HISTORY     - 1976     GOOD             NGS
 QM0680  HISTORY     - 20030711 GOOD             USPSQD
 QM0680
 QM0680                          STATION DESCRIPTION
 QM0680
 QM0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0680'THE STATION IS LOCATED ABOUT 1/3 MILE SOUTHWEST OF THE RHINELANDER
 QM0680'PAPER CO. IN THE CITY OF RHINELANDER, ON THE PROPERTY OF
 QM0680'BERNARD POSPYCHALA, AT 327 HILLANDALE AVE.  THIS IS ONE
 QM0680'OF THE HIGHEST SPOTS IN THE CITY.
 QM0680'
 QM0680'TO REACH THE STATION GO TO 327 HILLANDALE AVE. TO THE MARK IN THE
 QM0680'NORTH EDGE OF THE SIDEWALK AT THE WEST EDGE OF MR. POSPYCHALAS
 QM0680'PRIVATE CONCRETE DRIVEWAY.
 QM0680'
 QM0680'THE STATION MARK, STAMPED CABOT 2 1952, IS A STANDARD DISK
 QM0680'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK.  IT IS
 QM0680'29 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND
 QM0680'24.5 FEET SOUTH OF THE CENTER OF THE STREET.
 QM0680'
 QM0680'REFERENCE MARK NO. 1, STAMPED CABOT 2 NO 1 1952, IS A STANDARD
 QM0680'DISK SET IN A DRILL HOLE IN THE SOUTH EDGE OF THE CONCRETE
 QM0680'SIDEWALK.  IT IS 30 FEET SOUTH OF THE CENTER OF THE STREET
 QM0680'AND 5 FEET EAST OF THE STEPS TO HOUSE NO. 327.
 QM0680'
 QM0680'REFERENCE MARK NO. 2, STAMPED CABOT 2 NO 2 1952, IS A STANDARD
 QM0680'DISK SET IN A DRILL HOLE IN THE WEST EDGE OF THE CONCRETE
 QM0680'DRIVEWAY.  IT IS 8.5 FEET WEST OF THE NORTHWEST CORNER OF
 QM0680'THE HOUSE.
 QM0680'
 QM0680'THE ONEIDA COUNTY COURTHOUSE DOME WAS USED AS THE AZIMUTH
 QM0680'MARK FOR THIS STATION.
 QM0680
 QM0680                          STATION RECOVERY (1966)
 QM0680
 QM0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 QM0680'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 QM0680'IN GOOD CONDITION AT THIS TIME.  THE PREVIOUS DESCRIPTION
 QM0680'IS ADEQUATE BUT IT SHOULD BE NOTED THAT THE OBJECTS LISTED
 QM0680'IN THE BOX SCORE ARE NO LONGER VISIBLE FROM THE STATION.
 QM0680
 QM0680                          STATION RECOVERY (1976)
 QM0680
 QM0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 QM0680'RECOVERED IN GOOD CONDITION.
 QM0680'
 QM0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN RHINELANDER.
 QM0680
 QM0680                          STATION RECOVERY (2003)
 QM0680
 QM0680'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0680'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION. THE
 QM0680'STATION IS IN THE SIDEWALK, IN LINE WITH THE WEST EDGE OF THE
 QM0680'DRIVEWAY.  REFERENCE MARK 1 IS BENT AND IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0440 ***********************************************************************
 PN0440  DESIGNATION -  CACAO
 PN0440  PID         -  PN0440
 PN0440  STATE/COUNTY-  WI/PORTAGE
 PN0440  COUNTRY     -  US
 PN0440  USGS QUAD   -  SCANDINAVIA (2018)
 PN0440
 PN0440                         *CURRENT SURVEY CONTROL
 PN0440  ______________________________________________________________________
 PN0440* NAD 83(1991) POSITION- 44 27 59.44085(N) 089 14 49.92404(W)   ADJUSTED
 PN0440* NAVD 88 ORTHO HEIGHT -   321.705 (meters)     1055.46  (feet) ADJUSTED
 PN0440  ______________________________________________________________________
 PN0440  GEOID HEIGHT    -        -36.218 (meters)                     GEOID18
 PN0440  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 PN0440  DYNAMIC HEIGHT  -        321.647 (meters)     1055.27  (feet) COMP
 PN0440  MODELED GRAVITY -    980,429.2   (mgal)                       NAVD 88
 PN0440
 PN0440  HORZ ORDER      -  FIRST
 PN0440  VERT ORDER      -  FIRST     CLASS II
 PN0440
 PN0440.The horizontal coordinates were established by classical geodetic methods
 PN0440.and adjusted by the National Geodetic Survey in November 1991.
 PN0440
 PN0440.The orthometric height was determined by differential leveling and
 PN0440.adjusted by the NATIONAL GEODETIC SURVEY
 PN0440.in June 1991.
 PN0440
 PN0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0440.GEOID18 height accuracy estimate available here.
 PN0440
 PN0440.Click photographs - Photos may exist for this station.
 PN0440
 PN0440.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0440
 PN0440.The dynamic height is computed by dividing the NAVD 88
 PN0440.geopotential number by the normal gravity value computed on the
 PN0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0440.degrees latitude (g = 980.6199 gals.).
 PN0440
 PN0440.The modeled gravity was interpolated from observed gravity values.
 PN0440
 PN0440. The following values were computed from the NAD 83(1991) position.
 PN0440
 PN0440;                    North         East     Units Scale Factor Converg.
 PN0440;SPC WI C     -    70,635.129   659,901.137   MT  0.99996611   +0 31 52.2
 PN0440;SPC WI C     -   231,742.09  2,165,025.65   sFT  0.99996611   +0 31 52.2
 PN0440;UTM  16      - 4,926,145.493   321,249.415   MT  0.99999295   -1 34 28.4
 PN0440
 PN0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0440!SPC WI C     -   0.99995524  x   0.99996611  =   0.99992135
 PN0440!UTM  16      -   0.99995524  x   0.99999295  =   0.99994819
 PN0440
 PN0440:                Primary Azimuth Mark                     Grid Az
 PN0440:SPC WI C     -  CACHE                                    106 11 30.3
 PN0440:UTM  16      -  CACHE                                    108 17 50.9
 PN0440
 PN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2124926145(NAD 83)
 PN0440
 PN0440|---------------------------------------------------------------------|
 PN0440| PID    Reference Object                     Distance      Geod. Az  |
 PN0440|                                                           dddmmss.s |
 PN0440| PN1073 CACHE                               APPROX. 1.2 KM 1064322.5 |
 PN0440|---------------------------------------------------------------------|
 PN0440
 PN0440                          SUPERSEDED SURVEY CONTROL
 PN0440
 PN0440  NAD 83(1986)-  44 27 59.43590(N)    089 14 49.93252(W) AD(       ) 1
 PN0440  NAD 27      -  44 27 59.52200(N)    089 14 49.53500(W) AD(       ) 1
 PN0440  NGVD 29 (??/??/92)  321.723  (m)         1055.52   (f) ADJ UNCH    1 2
 PN0440  NGVD 29             321.72   (m)         1055.5    (f) LEVELING    3  
 PN0440
 PN0440.Superseded values are not recommended for survey control.
 PN0440
 PN0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0440.See file dsdata.pdf to determine how the superseded data were derived.
 PN0440
 PN0440_MARKER: DE = TRAVERSE STATION DISK
 PN0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0440_STAMPING: 1055.572 CACAO 1926
 PN0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0440+STABILITY: SURFACE MOTION
 PN0440
 PN0440  HISTORY     - Date     Condition        Report By
 PN0440  HISTORY     - 1926     MONUMENTED       CGS
 PN0440  HISTORY     - 1926     GOOD             CGS
 PN0440  HISTORY     - 1930     GOOD             CGS
 PN0440  HISTORY     - 1934     GOOD             CGS
 PN0440  HISTORY     - 1969     MARK NOT FOUND   USGS
 PN0440  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0440
 PN0440                          STATION DESCRIPTION
 PN0440
 PN0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0440'THIS STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY
 PN0440'APPROXIMATELY 4.4 MILES W OF THE DEPOT AT SCANDINAVIA, ON
 PN0440'SIDE OF CUT 2.185 METERS S OF S RAIL, 136 METERS E OF THE
 PN0440'CROSSING OF COUNTY TRUNK HIGHWAY B.
 PN0440'
 PN0440'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 PN0440
 PN0440                          STATION RECOVERY (1926)
 PN0440
 PN0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926
 PN0440'3.3 MI E FROM AMHERST JUNCTION.
 PN0440'3.3 MILES EAST ALONG THE GREEN BAY AND WESTERN RAILROAD FROM
 PN0440'THE STATION AT AMHERST JUNCTION, PORTAGE COUNTY, 285 FEET EAST
 PN0440'OF THE CROSSING OF COUNTY HIGHWAY B, AT THE SIDE OF A DEEP CUT,
 PN0440'AND 7 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD TRAVERSE-STATION
 PN0440'DISK, STAMPED 1055.572 CACAO 1926 AND SET IN THE TOP OF A
 PN0440'CONCRETE POST.
 PN0440
 PN0440                          STATION RECOVERY (1930)
 PN0440
 PN0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0440'THE MARK WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 PN0440'THE MARK IS IN GOOD CONDITION.
 PN0440
 PN0440                          STATION RECOVERY (1934)
 PN0440
 PN0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0440'RECOVERED IN GOOD CONDITION.
 PN0440
 PN0440                          STATION RECOVERY (1969)
 PN0440
 PN0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (GLO)
 PN0440'SEARCHED FOR BUT NOT FOUND
 PN0440
 PN0440                          STATION RECOVERY (2004)
 PN0440
 PN0440'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0440'NOT FOUND.  RAILROAD HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1073 ***********************************************************************
 PN1073  DESIGNATION -  CACHE
 PN1073  PID         -  PN1073
 PN1073  STATE/COUNTY-  WI/PORTAGE
 PN1073  COUNTRY     -  US
 PN1073  USGS QUAD   -  SCANDINAVIA (2018)
 PN1073
 PN1073                         *CURRENT SURVEY CONTROL
 PN1073  ______________________________________________________________________
 PN1073* NAD 83(1991) POSITION- 44 27 48.65568(N) 089 13 59.81344(W)   ADJUSTED
 PN1073* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 PN1073  ______________________________________________________________________
 PN1073  GEOID HEIGHT    -        -36.233 (meters)                     GEOID18
 PN1073  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 PN1073  HORZ ORDER      -  FIRST
 PN1073
 PN1073.The horizontal coordinates were established by classical geodetic methods
 PN1073.and adjusted by the National Geodetic Survey in November 1991.
 PN1073
 PN1073.The orthometric height was scaled from a topographic map.
 PN1073
 PN1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1073.GEOID18 height accuracy estimate available here.
 PN1073
 PN1073.Click photographs - Photos may exist for this station.
 PN1073
 PN1073.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1073
 PN1073. The following values were computed from the NAD 83(1991) position.
 PN1073
 PN1073;                    North         East     Units Scale Factor Converg.
 PN1073;SPC WI C     -    70,312.612   661,011.848   MT  0.99996649   +0 32 27.5
 PN1073;SPC WI C     -   230,683.96  2,168,669.70   sFT  0.99996649   +0 32 27.5
 PN1073;UTM  16      - 4,925,782.374   322,347.552   MT  0.99998814   -1 33 53.0
 PN1073
 PN1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1073!SPC WI C     -   0.99995676  x   0.99996649  =   0.99992326
 PN1073!UTM  16      -   0.99995676  x   0.99998814  =   0.99994491
 PN1073
 PN1073:                Primary Azimuth Mark                     Grid Az
 PN1073:SPC WI C     -  CACAO                                    286 11 30.1
 PN1073:UTM  16      -  CACAO                                    288 17 50.6
 PN1073
 PN1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2234725782(NAD 83)
 PN1073
 PN1073|---------------------------------------------------------------------|
 PN1073| PID    Reference Object                     Distance      Geod. Az  |
 PN1073|                                                           dddmmss.s |
 PN1073| PN1074 CACHOO                              265.297 METERS 09134     |
 PN1073| PN0440 CACAO                               APPROX. 1.2 KM 2864357.6 |
 PN1073|---------------------------------------------------------------------|
 PN1073
 PN1073                          SUPERSEDED SURVEY CONTROL
 PN1073
 PN1073  NAD 83(1986)-  44 27 48.65044(N)    089 13 59.82186(W) AD(       ) 1
 PN1073  NAD 27      -  44 27 48.73300(N)    089 13 59.42500(W) AD(       ) 1
 PN1073
 PN1073.Superseded values are not recommended for survey control.
 PN1073
 PN1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1073.See file dsdata.pdf to determine how the superseded data were derived.
 PN1073
 PN1073_MARKER: N = NAIL
 PN1073_SP_SET: WOODEN STAKE
 PN1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN1073
 PN1073  HISTORY     - Date     Condition        Report By
 PN1073  HISTORY     - 1926     MONUMENTED       CGS
 PN1073  HISTORY     - 1930     GOOD             CGS
 PN1073
 PN1073                          STATION DESCRIPTION
 PN1073
 PN1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1073'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ABOUT 4.6
 PN1073'MILES W OF THE DEPOT AT SCANDINAVIA ON THE SAME CURVE AS
 PN1073'CACHOO, ON SIDE OF BANK OF CUT ABOUT 9 FEET S OF TRACK ON
 PN1073'TANGENT OF S RAIL FROM THE W 110 METERS E OF POINT OF TANGENCY.
 PN1073'
 PN1073'STATION MARKED BY WOOD STAKE WITH NAIL IN TOP.
 PN1073
 PN1073                          STATION RECOVERY (1930)
 PN1073
 PN1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN1073'STATION MARK WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS
 PN1073'ADEQUATE.  THE MARK IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1074 ***********************************************************************
 PN1074  DESIGNATION -  CACHOO
 PN1074  PID         -  PN1074
 PN1074  STATE/COUNTY-  WI/PORTAGE
 PN1074  COUNTRY     -  US
 PN1074  USGS QUAD   -  SCANDINAVIA (2018)
 PN1074
 PN1074                         *CURRENT SURVEY CONTROL
 PN1074  ______________________________________________________________________
 PN1074* NAD 83(1991) POSITION- 44 27 48.42089(N) 089 13 47.81644(W)   ADJUSTED
 PN1074* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 PN1074  ______________________________________________________________________
 PN1074  GEOID HEIGHT    -        -36.236 (meters)                     GEOID18
 PN1074  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 PN1074  HORZ ORDER      -  FIRST
 PN1074
 PN1074.The horizontal coordinates were established by classical geodetic methods
 PN1074.and adjusted by the National Geodetic Survey in November 1991.
 PN1074
 PN1074.The orthometric height was scaled from a topographic map.
 PN1074
 PN1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1074.GEOID18 height accuracy estimate available here.
 PN1074
 PN1074.Click photographs - Photos may exist for this station.
 PN1074
 PN1074.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1074
 PN1074. The following values were computed from the NAD 83(1991) position.
 PN1074
 PN1074;                    North         East     Units Scale Factor Converg.
 PN1074;SPC WI C     -    70,307.874   661,277.093   MT  0.99996650   +0 32 36.0
 PN1074;SPC WI C     -   230,668.42  2,169,539.93   sFT  0.99996650   +0 32 36.0
 PN1074;UTM  16      - 4,925,767.893   322,612.450   MT  0.99998698   -1 33 44.6
 PN1074
 PN1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1074!SPC WI C     -   0.99995677  x   0.99996650  =   0.99992327
 PN1074!UTM  16      -   0.99995677  x   0.99998698  =   0.99994375
 PN1074
 PN1074:                Primary Azimuth Mark                     Grid Az
 PN1074:SPC WI C     -  CACKLE                                   069 26 27.9
 PN1074:UTM  16      -  CACKLE                                   071 32 48.5
 PN1074
 PN1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2261225767(NAD 83)
 PN1074
 PN1074|---------------------------------------------------------------------|
 PN1074| PID    Reference Object                     Distance      Geod. Az  |
 PN1074|                                                           dddmmss.s |
 PN1074| PN1072 CACKLE                              APPROX. 0.7 KM 0695903.9 |
 PN1074| PN1073 CACHE                               265.297 METERS 27134     |
 PN1074|---------------------------------------------------------------------|
 PN1074
 PN1074                          SUPERSEDED SURVEY CONTROL
 PN1074
 PN1074  NAD 83(1986)-  44 27 48.41570(N)    089 13 47.82465(W) AD(       ) 1
 PN1074  NAD 27      -  44 27 48.49700(N)    089 13 47.42800(W) AD(       ) 1
 PN1074
 PN1074.Superseded values are not recommended for survey control.
 PN1074
 PN1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1074.See file dsdata.pdf to determine how the superseded data were derived.
 PN1074
 PN1074_MARKER: DE = TRAVERSE STATION DISK
 PN1074_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PN1074+WITH SETTING: INFORMATION.
 PN1074_STAMPING: CCHOO 1926
 PN1074_MARK LOGO: CGS
 PN1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN1074
 PN1074  HISTORY     - Date     Condition        Report By
 PN1074  HISTORY     - 1926     MONUMENTED       CGS
 PN1074  HISTORY     - 1930     GOOD             CGS
 PN1074  HISTORY     - 1955     GOOD             USGS
 PN1074
 PN1074                          STATION DESCRIPTION
 PN1074
 PN1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1074'THIS STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ABOUT
 PN1074'4-1/2 MILES W OF THE DEPOT AT SCANDINAVIA NEAR THE WESTERN
 PN1074'END OF THE FIRST CURVE W OF THIS VILLAGE, AND ON TANGENT OF
 PN1074'S RAIL FROM THE E AND 115 METERS W OF POINT OF TANGENCY.
 PN1074'STATION ON TOP OF BANK OF CUT AND ABOUT 25 FEET S OF TRACK.
 PN1074'
 PN1074'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP
 PN1074'OF A 4-INCH GALVANIZED IRON PIPE FILLED WITH CONCRETE AND
 PN1074'ANCHORED 2-1/2 FEET BELOW THE SURFACE, WITH A BOLT THROUGH
 PN1074'THE PIPE SET IN CONCRETE.
 PN1074
 PN1074                          STATION RECOVERY (1930)
 PN1074
 PN1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN1074'STATION MARK WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS
 PN1074'ADEQUATE.  THE MARK IS IN GOOD CONDITION.
 PN1074
 PN1074                          STATION RECOVERY (1955)
 PN1074
 PN1074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PN1074'WHILE POST IS DESCRIBED AND WRITTEN UP AS CACHOO 1926 IT IS
 PN1074'STAMPED CACHOU 1926.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1072 ***********************************************************************
 PN1072  DESIGNATION -  CACKLE
 PN1072  PID         -  PN1072
 PN1072  STATE/COUNTY-  WI/WAUPACA
 PN1072  COUNTRY     -  US
 PN1072  USGS QUAD   -  SCANDINAVIA (2018)
 PN1072
 PN1072                         *CURRENT SURVEY CONTROL
 PN1072  ______________________________________________________________________
 PN1072* NAD 83(1991) POSITION- 44 27 56.41477(N) 089 13 17.16857(W)   ADJUSTED
 PN1072* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 PN1072  ______________________________________________________________________
 PN1072  GEOID HEIGHT    -        -36.243 (meters)                     GEOID18
 PN1072  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 PN1072  HORZ ORDER      -  FIRST
 PN1072
 PN1072.The horizontal coordinates were established by classical geodetic methods
 PN1072.and adjusted by the National Geodetic Survey in November 1991.
 PN1072
 PN1072.The orthometric height was scaled from a topographic map.
 PN1072
 PN1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1072.GEOID18 height accuracy estimate available here.
 PN1072
 PN1072.Click photographs - Photos may exist for this station.
 PN1072
 PN1072.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1072
 PN1072. The following values were computed from the NAD 83(1991) position.
 PN1072
 PN1072;                    North         East     Units Scale Factor Converg.
 PN1072;SPC WI C     -    70,561.062   661,952.156   MT  0.99996622   +0 32 57.6
 PN1072;SPC WI C     -   231,499.08  2,171,754.70   sFT  0.99996622   +0 32 57.6
 PN1072;UTM  16      - 4,925,996.109   323,296.373   MT  0.99998400   -1 33 23.3
 PN1072
 PN1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1072!SPC WI C     -   0.99995833  x   0.99996622  =   0.99992456
 PN1072!UTM  16      -   0.99995833  x   0.99998400  =   0.99994234
 PN1072
 PN1072:                Primary Azimuth Mark                     Grid Az
 PN1072:SPC WI C     -  CLOVER                                   102 04 37.0
 PN1072:UTM  16      -  CLOVER                                   104 10 57.9
 PN1072
 PN1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2329625996(NAD 83)
 PN1072
 PN1072|---------------------------------------------------------------------|
 PN1072| PID    Reference Object                     Distance      Geod. Az  |
 PN1072|                                                           dddmmss.s |
 PN1072| PN1069 CLOVER                              APPROX. 5.8 KM 1023734.6 |
 PN1072|---------------------------------------------------------------------|
 PN1072
 PN1072                          SUPERSEDED SURVEY CONTROL
 PN1072
 PN1072  NAD 83(1986)-  44 27 56.41001(N)    089 13 17.17674(W) AD(       ) 1
 PN1072  NAD 27      -  44 27 56.49100(N)    089 13 16.78000(W) AD(       ) 1
 PN1072
 PN1072.Superseded values are not recommended for survey control.
 PN1072
 PN1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1072.See file dsdata.pdf to determine how the superseded data were derived.
 PN1072
 PN1072_MARKER: DS = TRIANGULATION STATION DISK
 PN1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1072_STAMPING: CACKLE 1926
 PN1072_MARK LOGO: CGS
 PN1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1072+STABILITY: SURFACE MOTION
 PN1072
 PN1072  HISTORY     - Date     Condition        Report By
 PN1072  HISTORY     - 1926     MONUMENTED       CGS
 PN1072  HISTORY     - 1930     GOOD             CGS
 PN1072  HISTORY     - 1957     SEE DESCRIPTION  USGS
 PN1072
 PN1072                          STATION DESCRIPTION
 PN1072
 PN1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1072'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY APPROXIMATELY
 PN1072'4 MILES W OF THE DEPOT AT SCANDINAVIA.  ON FIRST CURVE W OF
 PN1072'THIS STATION.  IT IS APPROXIMATELY 119 FEET N OF TRACK, AT
 PN1072'POINT OF INTERSECTION OF E TANGENT ON N RAIL AND W TANGENT
 PN1072'ON S RAIL.
 PN1072'
 PN1072'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 PN1072
 PN1072                          STATION RECOVERY (1930)
 PN1072
 PN1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN1072'STATION MARK WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS
 PN1072'ADEQUATE.  THE MARK IS IN GOOD CONDITION.
 PN1072
 PN1072                          STATION RECOVERY (1957)
 PN1072
 PN1072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 PN1072'STATION FOUND IN GOOD CONDITION PREVIOUSLY REPORTED NOT
 PN1072'FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1071 ***********************************************************************
 PN1071  DESIGNATION -  CAD
 PN1071  PID         -  PN1071
 PN1071  STATE/COUNTY-  WI/WAUPACA
 PN1071  COUNTRY     -  US
 PN1071  USGS QUAD   -  SCANDINAVIA (2018)
 PN1071
 PN1071                         *CURRENT SURVEY CONTROL
 PN1071  ______________________________________________________________________
 PN1071* NAD 83(1991) POSITION- 44 27 31.30448(N) 089 07 47.57133(W)   ADJUSTED
 PN1071* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 PN1071  ______________________________________________________________________
 PN1071  GEOID HEIGHT    -        -36.312 (meters)                     GEOID18
 PN1071  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 PN1071  HORZ ORDER      -  FIRST
 PN1071
 PN1071.The horizontal coordinates were established by classical geodetic methods
 PN1071.and adjusted by the National Geodetic Survey in November 1991.
 PN1071
 PN1071.The orthometric height was scaled from a topographic map.
 PN1071
 PN1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1071.GEOID18 height accuracy estimate available here.
 PN1071
 PN1071.Click photographs - Photos may exist for this station.
 PN1071
 PN1071.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1071
 PN1071. The following values were computed from the NAD 83(1991) position.
 PN1071
 PN1071;                    North         East     Units Scale Factor Converg.
 PN1071;SPC WI C     -    69,860.008   669,245.422   MT  0.99996709   +0 36 50.2
 PN1071;SPC WI C     -   229,199.04  2,195,682.69   sFT  0.99996709   +0 36 50.2
 PN1071;UTM  16      - 4,925,027.521   330,558.965   MT  0.99995308   -1 29 31.6
 PN1071
 PN1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1071!SPC WI C     -   0.99996101  x   0.99996709  =   0.99992810
 PN1071!UTM  16      -   0.99996101  x   0.99995308  =   0.99991409
 PN1071
 PN1071:                Primary Azimuth Mark                     Grid Az
 PN1071:SPC WI C     -  CADDIE                                   090 25 54.3
 PN1071:UTM  16      -  CADDIE                                   092 32 16.1
 PN1071
 PN1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3055825027(NAD 83)
 PN1071
 PN1071|---------------------------------------------------------------------|
 PN1071| PID    Reference Object                     Distance      Geod. Az  |
 PN1071|                                                           dddmmss.s |
 PN1071| PN1060 CADDIE                              APPROX. 3.4 KM 0910244.5 |
 PN1071|---------------------------------------------------------------------|
 PN1071
 PN1071                          SUPERSEDED SURVEY CONTROL
 PN1071
 PN1071  NAD 83(1986)-  44 27 31.30111(N)    089 07 47.57898(W) AD(       ) 1
 PN1071  NAD 27      -  44 27 31.36600(N)    089 07 47.18400(W) AD(       ) 1
 PN1071
 PN1071.Superseded values are not recommended for survey control.
 PN1071
 PN1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1071.See file dsdata.pdf to determine how the superseded data were derived.
 PN1071
 PN1071_MARKER: DS = TRIANGULATION STATION DISK
 PN1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1071_STAMPING: CAD 1926
 PN1071_MARK LOGO: CGS
 PN1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1071+STABILITY: SURFACE MOTION
 PN1071
 PN1071  HISTORY     - Date     Condition        Report By
 PN1071  HISTORY     - 1926     MONUMENTED       CGS
 PN1071  HISTORY     - 1930     GOOD             CGS
 PN1071  HISTORY     - 1973     GOOD             WIDT
 PN1071
 PN1071                          STATION DESCRIPTION
 PN1071
 PN1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1071'THIS STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY
 PN1071'APPROXIMATELY 3/4 MILE E OF THE DEPOT AT SCANDINAVIA, ON
 PN1071'FIRST CURVE E OF THIS STATION, AT POINT OF INTERSECTION OF
 PN1071'TANGENTS ON S RAIL.  STATION IS ABOUT 8 FEET S OF TRACK.
 PN1071'
 PN1071'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 PN1071
 PN1071                          STATION RECOVERY (1930)
 PN1071
 PN1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN1071'THIS STATION MARK WAS FOUND AS DESCRIBED AND DESCRIPTION IS
 PN1071'ADEQUATE.  THIS MARK IS IN GOOD CONDITION.
 PN1071
 PN1071                          STATION RECOVERY (1973)
 PN1071
 PN1071'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (GN)
 PN1071'CAD 1926-GOOD
 PN1071'
 PN1071'DEPOT AT SCANDINAVIA HAS BEEN RAZED DESCRIPTION ADEQUATE IN
 PN1071'RESPECT TO TRACK ALIGNMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1060 ***********************************************************************
 PN1060  DESIGNATION -  CADDIE
 PN1060  PID         -  PN1060
 PN1060  STATE/COUNTY-  WI/WAUPACA
 PN1060  COUNTRY     -  US
 PN1060  USGS QUAD   -  OGDENSBURG (2018)
 PN1060
 PN1060                         *CURRENT SURVEY CONTROL
 PN1060  ______________________________________________________________________
 PN1060* NAD 83(1991) POSITION- 44 27 29.28482(N) 089 05 15.23887(W)   ADJUSTED
 PN1060* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 PN1060  ______________________________________________________________________
 PN1060  GEOID HEIGHT    -        -36.346 (meters)                     GEOID18
 PN1060  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 PN1060  HORZ ORDER      -  FIRST
 PN1060
 PN1060.The horizontal coordinates were established by classical geodetic methods
 PN1060.and adjusted by the National Geodetic Survey in November 1991.
 PN1060
 PN1060.The orthometric height was scaled from a topographic map.
 PN1060
 PN1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1060.GEOID18 height accuracy estimate available here.
 PN1060
 PN1060.Click photographs - Photos may exist for this station.
 PN1060
 PN1060.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1060
 PN1060. The following values were computed from the NAD 83(1991) position.
 PN1060
 PN1060;                    North         East     Units Scale Factor Converg.
 PN1060;SPC WI C     -    69,834.633   672,613.443   MT  0.99996716   +0 38 37.7
 PN1060;SPC WI C     -   229,115.79  2,206,732.60   sFT  0.99996716   +0 38 37.7
 PN1060;UTM  16      - 4,924,878.389   333,923.707   MT  0.99993920   -1 27 44.8
 PN1060
 PN1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1060!SPC WI C     -   0.99996023  x   0.99996716  =   0.99992739
 PN1060!UTM  16      -   0.99996023  x   0.99993920  =   0.99989943
 PN1060
 PN1060:                Primary Azimuth Mark                     Grid Az
 PN1060:SPC WI C     -  CADET                                    108 09 58.9
 PN1060:UTM  16      -  CADET                                    110 16 21.4
 PN1060
 PN1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3392324878(NAD 83)
 PN1060
 PN1060|---------------------------------------------------------------------|
 PN1060| PID    Reference Object                     Distance      Geod. Az  |
 PN1060|                                                           dddmmss.s |
 PN1060| PN1059 CADET                               APPROX. 0.7 KM 1084836.6 |
 PN1060|---------------------------------------------------------------------|
 PN1060
 PN1060                          SUPERSEDED SURVEY CONTROL
 PN1060
 PN1060  NAD 83(1986)-  44 27 29.28200(N)    089 05 15.24646(W) AD(       ) 1
 PN1060  NAD 27      -  44 27 29.34300(N)    089 05 14.85100(W) AD(       ) 1
 PN1060
 PN1060.Superseded values are not recommended for survey control.
 PN1060
 PN1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1060.See file dsdata.pdf to determine how the superseded data were derived.
 PN1060
 PN1060_MARKER: DS = TRIANGULATION STATION DISK
 PN1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1060_STAMPING: CADDIE 1926
 PN1060_MARK LOGO: CGS
 PN1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1060+STABILITY: SURFACE MOTION
 PN1060
 PN1060  HISTORY     - Date     Condition        Report By
 PN1060  HISTORY     - 1926     MONUMENTED       CGS
 PN1060  HISTORY     - 1930     GOOD             CGS
 PN1060  HISTORY     - 1956     POOR             CGS
 PN1060
 PN1060                          STATION DESCRIPTION
 PN1060
 PN1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1060'THIS STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY
 PN1060'APPROXIMATELY 2-3/4 MILES E OF DEPOT AT SCANDINAVIA, ON CURVE
 PN1060'N OF TRACK ON HIGHEST PART OF BANK OF CUT, ON TANGENT OF S
 PN1060'RAIL FROM THE W, 420 METERS E OF POINT OF TANGENCY.  STATION
 PN1060'IS NEAR RIGHT-OF-WAY FENCE LINE AND NEAR THE CENTER OF A
 PN1060'CLUMP OF TREES.
 PN1060'
 PN1060'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 PN1060'CONCRETE.
 PN1060
 PN1060                          STATION RECOVERY (1930)
 PN1060
 PN1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN1060'STATION MARK WAS FOUND AS DESCRIBED AND DESCRIPTION IS ADEQUATE.
 PN1060'THE MARK IS IN GOOD CONDITION.
 PN1060
 PN1060                          STATION RECOVERY (1956)
 PN1060
 PN1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (PS)
 PN1060'STATION FALLING OUT OF BANK, COMPLETELY EXPOSED ON NORTH SIDE.
 PN1060'STAMPED CADDIE 1926.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0995 ***********************************************************************
 PN0995  DESIGNATION -  CADE
 PN0995  PID         -  PN0995
 PN0995  STATE/COUNTY-  WI/WAUPACA
 PN0995  COUNTRY     -  US
 PN0995  USGS QUAD   -  MANAWA (2018)
 PN0995
 PN0995                         *CURRENT SURVEY CONTROL
 PN0995  ______________________________________________________________________
 PN0995* NAD 83(1991) POSITION- 44 27 38.58472(N) 088 59 11.67916(W)   ADJUSTED
 PN0995* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 PN0995  ______________________________________________________________________
 PN0995  GEOID HEIGHT    -        -36.413 (meters)                     GEOID18
 PN0995  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 PN0995  HORZ ORDER      -  FIRST
 PN0995
 PN0995.The horizontal coordinates were established by classical geodetic methods
 PN0995.and adjusted by the National Geodetic Survey in November 1991.
 PN0995
 PN0995.The orthometric height was scaled from a topographic map.
 PN0995
 PN0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0995.GEOID18 height accuracy estimate available here.
 PN0995
 PN0995.Click photographs - Photos may exist for this station.
 PN0995
 PN0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0995
 PN0995. The following values were computed from the NAD 83(1991) position.
 PN0995
 PN0995;                    North         East     Units Scale Factor Converg.
 PN0995;SPC WI C     -    70,216.964   680,646.372   MT  0.99996684   +0 42 54.2
 PN0995;SPC WI C     -   230,370.16  2,233,087.31   sFT  0.99996684   +0 42 54.2
 PN0995;UTM  16      - 4,924,965.190   341,964.908   MT  0.99990715   -1 23 30.2
 PN0995
 PN0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0995!SPC WI C     -   0.99996479  x   0.99996684  =   0.99993163
 PN0995!UTM  16      -   0.99996479  x   0.99990715  =   0.99987194
 PN0995
 PN0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4196424965(NAD 83)
 PN0995
 PN0995                          SUPERSEDED SURVEY CONTROL
 PN0995
 PN0995  NAD 83(1986)-  44 27 38.58732(N)    088 59 11.68666(W) AD(       ) 1
 PN0995  NAD 27      -  44 27 38.64700(N)    088 59 11.29000(W) AD(       ) 1
 PN0995
 PN0995.Superseded values are not recommended for survey control.
 PN0995
 PN0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0995.See file dsdata.pdf to determine how the superseded data were derived.
 PN0995
 PN0995_MARKER: DS = TRIANGULATION STATION DISK
 PN0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0995_STAMPING: CADE 1926
 PN0995_MARK LOGO: CGS
 PN0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0995+STABILITY: SURFACE MOTION
 PN0995
 PN0995  HISTORY     - Date     Condition        Report By
 PN0995  HISTORY     - 1926     MONUMENTED       CGS
 PN0995  HISTORY     - 1935     GOOD             WIGS
 PN0995  HISTORY     - 1954     MARK NOT FOUND   CGS
 PN0995
 PN0995                          STATION DESCRIPTION
 PN0995
 PN0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0995'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY APPROXIMATELY
 PN0995'1-3/4 MILES E OF THE DEPOT AT OGDENSBURG, ON FIRST CURVE E OF
 PN0995'STATION, ON TANGENT OF S RAIL 430 METERS E OF POINT OF TANGENCY,
 PN0995'ABOUT 40 FEET N OF TRACK AND 15 FEET S OF CENTER OF HIGHWAY A.
 PN0995'
 PN0995'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 PN0995'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 PN0995
 PN0995                          STATION RECOVERY (1935)
 PN0995
 PN0995'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PN0995'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 PN0995'DESCRIPTION IS ADEQUATE.
 PN0995'
 PN0995'NOTE--DESCRIPTION SHOULD READ--15 FEET S OF CENTER OF TOWN ROAD
 PN0995'INSTEAD OF HIGHWAY A.
 PN0995
 PN0995                          STATION RECOVERY (1954)
 PN0995
 PN0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0995'STATION WAS NOT RECOVERED.  ONLY THE TOP PORTION OF THE SURFACE MARK
 PN0995'WAS FOUND, AND IT WAS IN A LEANING POSITION TO THE N.  THE
 PN0995'BOTTOM PORTION OF THE SURFACE MARK AND THE UNDERGROUND MARK
 PN0995'WERE NOT FOUND AFTER CONSIDERABLE DIGGING IN THE AREA WHERE
 PN0995'THE TOP PART OF THE SURFACE MARK WAS FOUND.  IT IS BELIEVED
 PN0995'THAT THE MARK WAS BROKEN OFF DURING ROAD CONSTRUCTION, AND THE
 PN0995'MARK THEN SET IN SOME CONVENIENT LOCATION.  NO REFERENCE MARKS
 PN0995'WERE RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1059 ***********************************************************************
 PN1059  DESIGNATION -  CADET
 PN1059  PID         -  PN1059
 PN1059  STATE/COUNTY-  WI/WAUPACA
 PN1059  COUNTRY     -  US
 PN1059  USGS QUAD   -  OGDENSBURG (2018)
 PN1059
 PN1059                         *CURRENT SURVEY CONTROL
 PN1059  ______________________________________________________________________
 PN1059* NAD 83(1991) POSITION- 44 27 21.49999(N) 089 04 43.33494(W)   ADJUSTED
 PN1059* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 PN1059  ______________________________________________________________________
 PN1059  GEOID HEIGHT    -        -36.355 (meters)                     GEOID18
 PN1059  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 PN1059  HORZ ORDER      -  FIRST
 PN1059
 PN1059.The horizontal coordinates were established by classical geodetic methods
 PN1059.and adjusted by the National Geodetic Survey in November 1991.
 PN1059
 PN1059.The orthometric height was scaled from a topographic map.
 PN1059
 PN1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1059.GEOID18 height accuracy estimate available here.
 PN1059
 PN1059.Click photographs - Photos may exist for this station.
 PN1059
 PN1059.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1059
 PN1059. The following values were computed from the NAD 83(1991) position.
 PN1059
 PN1059;                    North         East     Units Scale Factor Converg.
 PN1059;SPC WI C     -    69,602.325   673,321.413   MT  0.99996744   +0 39 00.2
 PN1059;SPC WI C     -   228,353.63  2,209,055.34   sFT  0.99996744   +0 39 00.2
 PN1059;UTM  16      - 4,924,620.226   334,622.640   MT  0.99993635   -1 27 22.2
 PN1059
 PN1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1059!SPC WI C     -   0.99996102  x   0.99996744  =   0.99992846
 PN1059!UTM  16      -   0.99996102  x   0.99993635  =   0.99989737
 PN1059
 PN1059:                Primary Azimuth Mark                     Grid Az
 PN1059:SPC WI C     -  CAFE                                     094 00 46.8
 PN1059:UTM  16      -  CAFE                                     096 07 09.2
 PN1059
 PN1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3462224620(NAD 83)
 PN1059
 PN1059|---------------------------------------------------------------------|
 PN1059| PID    Reference Object                     Distance      Geod. Az  |
 PN1059|                                                           dddmmss.s |
 PN1059| PN1063 CAFE                                APPROX. 2.6 KM 0943947.0 |
 PN1059|---------------------------------------------------------------------|
 PN1059
 PN1059                          SUPERSEDED SURVEY CONTROL
 PN1059
 PN1059  NAD 83(1986)-  44 27 21.49737(N)    089 04 43.34220(W) AD(       ) 1
 PN1059  NAD 27      -  44 27 21.55700(N)    089 04 42.94700(W) AD(       ) 1
 PN1059
 PN1059.Superseded values are not recommended for survey control.
 PN1059
 PN1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1059.See file dsdata.pdf to determine how the superseded data were derived.
 PN1059
 PN1059_MARKER: DS = TRIANGULATION STATION DISK
 PN1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1059_STAMPING: CADET 1926
 PN1059_MARK LOGO: CGS
 PN1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1059+STABILITY: SURFACE MOTION
 PN1059
 PN1059  HISTORY     - Date     Condition        Report By
 PN1059  HISTORY     - 1926     MONUMENTED       CGS
 PN1059  HISTORY     - 1930     GOOD             CGS
 PN1059
 PN1059                          STATION DESCRIPTION
 PN1059
 PN1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1059'THIS STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY
 PN1059'APPROXIMATELY 2-1/2 MILES W OF DEPOT AT OGDENSBURG, ON FIRST
 PN1059'CURVE W OF THIS STATION ON TANGENT OF S RAIL 163 METERS W OF
 PN1059'POINT OF TANGENCY.  IT IS ON TOP OF BANK OF 10-FOOT CUT ABOUT
 PN1059'MIDWAY BETWEEN TRACK AND RIGHT-OF-WAY FENCE.
 PN1059'
 PN1059'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 PN1059'CONCRETE.
 PN1059
 PN1059                          STATION RECOVERY (1930)
 PN1059
 PN1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN1059'STATION MARK FOUND AS DESCRIBED AND DESCRIPTION IS ADEQUATE.
 PN1059'THE MARK IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5005 ***********************************************************************
 DH5005  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5005  DESIGNATION -  CADIZ C GPS
 DH5005  PID         -  DH5005
 DH5005  STATE/COUNTY-  WI/GREEN
 DH5005  COUNTRY     -  US
 DH5005  USGS QUAD   -  BROWNTOWN (2018)
 DH5005
 DH5005                         *CURRENT SURVEY CONTROL
 DH5005  ______________________________________________________________________
 DH5005* NAD 83(2011) POSITION- 42 32 31.14868(N) 089 46 39.32892(W)   ADJUSTED
 DH5005* NAD 83(2011) ELLIP HT-   249.186 (meters)        (06/27/12)   ADJUSTED
 DH5005* NAD 83(2011) EPOCH   -  2010.00
 DH5005* NAVD 88 ORTHO HEIGHT -   282.74  (meters)      927.6   (feet) GPS OBS
 DH5005  ______________________________________________________________________
 DH5005  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5005  GEOID HEIGHT    -        -33.555 (meters)                     GEOID12A
 DH5005  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 DH5005  NAD 83(2011) X  -     18,270.201 (meters)                     COMP
 DH5005  NAD 83(2011) Y  - -4,706,652.434 (meters)                     COMP
 DH5005  NAD 83(2011) Z  -  4,290,320.660 (meters)                     COMP
 DH5005  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 DH5005
 DH5005  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5005  Standards:
 DH5005         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5005            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5005  -------------------------------------------------------------------
 DH5005  NETWORK    0.30   0.45           0.13   0.11   0.23      0.01902693
 DH5005  -------------------------------------------------------------------
 DH5005  Click here for local accuracies and other accuracy information.
 DH5005
 DH5005.The horizontal coordinates were established by GPS observations
 DH5005.and adjusted by the National Geodetic Survey in June 2012.
 DH5005
 DH5005.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5005.been affixed to the stable North American tectonic plate. See 
 DH5005.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5005
 DH5005.The horizontal coordinates are valid at the epoch date displayed above
 DH5005.which is a decimal equivalence of Year/Month/Day.
 DH5005
 DH5005.The orthometric height was determined by GPS observations and a
 DH5005.high-resolution geoid model using precise GPS observation and
 DH5005.processing techniques.
 DH5005
 DH5005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5005.GEOID18 height accuracy estimate available here.
 DH5005
 DH5005.Click photographs - Photos may exist for this station.
 DH5005
 DH5005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5005
 DH5005.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5005
 DH5005.The ellipsoidal height was determined by GPS observations
 DH5005.and is referenced to NAD 83.
 DH5005
 DH5005. The following values were computed from the NAD 83(2011) position.
 DH5005
 DH5005;                    North         East     Units Scale Factor Converg.
 DH5005;SPC WI S     -    60,235.115   618,270.317   MT  1.00004407   +0 09 10.1
 DH5005;SPC WI S     -   197,621.37  2,028,441.87   sFT  1.00004407   +0 09 10.1
 DH5005;UTM  16      - 4,713,694.604   271,921.007   MT  1.00024007   -1 52 43.8
 DH5005
 DH5005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5005!SPC WI S     -   0.99996092  x   1.00004407  =   1.00000499
 DH5005!UTM  16      -   0.99996092  x   1.00024007  =   1.00020098
 DH5005
 DH5005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7192113694(NAD 83)
 DH5005
 DH5005                          SUPERSEDED SURVEY CONTROL
 DH5005
 DH5005  NAD 83(2007)-  42 32 31.14873(N)    089 46 39.32983(W) AD(2002.00) 0
 DH5005  ELLIP H (02/10/07)  249.215  (m)                       GP(2002.00)    
 DH5005  NAD 83(1997)-  42 32 31.14852(N)    089 46 39.33010(W) AD(       ) 1
 DH5005  ELLIP H (08/01/05)  249.228  (m)                       GP(       ) 2 1
 DH5005  NAVD 88 (07/26/07)  282.72   (m)  GEOID03  model used  GPS OBS        
 DH5005
 DH5005.Superseded values are not recommended for survey control.
 DH5005
 DH5005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5005.See file dsdata.pdf to determine how the superseded data were derived.
 DH5005
 DH5005_MARKER: DD = SURVEY DISK
 DH5005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5005_STAMPING: CADIZ C GPS 2004
 DH5005_MARK LOGO: WIDT
 DH5005_PROJECTION: FLUSH
 DH5005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5005+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DH5005
 DH5005  HISTORY     - Date     Condition        Report By
 DH5005  HISTORY     - 200306   MONUMENTED       WIDT
 DH5005  HISTORY     - 20070918 GOOD             WIDT
 DH5005  HISTORY     - 20231207 GOOD             DJHENK
 DH5005
 DH5005                          STATION DESCRIPTION
 DH5005
 DH5005'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5005'OWNERSHIP--TOWNSHIP OF CADIZ.  TO REACH THE STATION FROM THE JUNCTION
 DH5005'OF STATE  HIGHWAY 11 WITH COUNTY HIGHWAY M IN THE VILLAGE OF
 DH5005'BROWNTOWN, GO SOUTH ON COUNTY  HIGHWAY M FOR 2.2 MI TO COUNTY HIGHWAY
 DH5005'B, TURN LEFT AND GO EAST ON COUNTY HIGHWAY B  FOR 0.75 MI TO LAWVER
 DH5005'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON LAWVER ROAD FOR  0.45 MI
 DH5005'TO NURSERY ROAD ON THE LEFT, TURN LEFT AND GO EAST ON NURSERY ROAD FOR
 DH5005'0.1 MI TO  THE STATION ON THE THE LEFT.  THE STATION IS  A BRONZE
 DH5005'WISCONSIN DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5005'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST AND IS
 DH5005'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.1 M NORTH OF
 DH5005'THE CENTERLINE OF NURSERY ROAD, 67.7 M WEST-NORTHWEST OF TELEPHONE
 DH5005'PEDESTAL --A3B 1 LP  5--, 1.1 M SOUTH OF A FENCE, 1.1 M WEST-NORTHWEST
 DH5005'OF AN ORANGE 4X4 PLASTIC WITNESS POST,  0.9 M EAST-NORTHEAST OF AN
 DH5005'ORANGE 4X4 PLASTIC WITNESS POST, AND 0.8 M SOUTH OF AN  ORANGE 4X4
 DH5005'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5005'OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5005
 DH5005                          STATION RECOVERY (2007)
 DH5005
 DH5005'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5005'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 26.0 M SOUTHEAST OF
 DH5005'A POWER POLE.
 DH5005
 DH5005                          STATION RECOVERY (2023)
 DH5005
 DH5005'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 DH5005'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5004 ***********************************************************************
 DH5004  DESIGNATION -  CADIZ N GPS
 DH5004  PID         -  DH5004
 DH5004  STATE/COUNTY-  WI/GREEN
 DH5004  COUNTRY     -  US
 DH5004  USGS QUAD   -  BROWNTOWN (2018)
 DH5004
 DH5004                         *CURRENT SURVEY CONTROL
 DH5004  ______________________________________________________________________
 DH5004* NAD 83(2011) POSITION- 42 35 23.26128(N) 089 47 01.70895(W)   ADJUSTED
 DH5004* NAD 83(2011) ELLIP HT-   208.110 (meters)        (06/27/12)   ADJUSTED
 DH5004* NAD 83(2011) EPOCH   -  2010.00
 DH5004* NAVD 88 ORTHO HEIGHT -   241.693 (meters)      792.95  (feet) ADJUSTED
 DH5004  ______________________________________________________________________
 DH5004  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 DH5004  NAD 83(2011) X  -     17,745.852 (meters)                     COMP
 DH5004  NAD 83(2011) Y  - -4,703,031.585 (meters)                     COMP
 DH5004  NAD 83(2011) Z  -  4,294,204.444 (meters)                     COMP
 DH5004  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 DH5004  DYNAMIC HEIGHT  -        241.616 (meters)      792.70  (feet) COMP
 DH5004  MODELED GRAVITY -    980,300.9   (mgal)                       NAVD 88
 DH5004
 DH5004  VERT ORDER      -  SECOND    CLASS I
 DH5004
 DH5004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5004  Standards:
 DH5004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5004  -------------------------------------------------------------------
 DH5004  NETWORK    0.39   0.59           0.17   0.15   0.30     -0.00663449
 DH5004  -------------------------------------------------------------------
 DH5004  Click here for local accuracies and other accuracy information.
 DH5004
 DH5004.The horizontal coordinates were established by GPS observations
 DH5004.and adjusted by the National Geodetic Survey in June 2012.
 DH5004
 DH5004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5004.been affixed to the stable North American tectonic plate. See 
 DH5004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5004
 DH5004.The horizontal coordinates are valid at the epoch date displayed above
 DH5004.which is a decimal equivalence of Year/Month/Day.
 DH5004
 DH5004.The orthometric height was determined by differential leveling and
 DH5004.adjusted by the WI DEPT OF TRANSP
 DH5004.in May 2012.
 DH5004
 DH5004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5004.GEOID18 height accuracy estimate available here.
 DH5004
 DH5004.Click photographs - Photos may exist for this station.
 DH5004
 DH5004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5004
 DH5004.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5004
 DH5004.The ellipsoidal height was determined by GPS observations
 DH5004.and is referenced to NAD 83.
 DH5004
 DH5004.The dynamic height is computed by dividing the NAVD 88
 DH5004.geopotential number by the normal gravity value computed on the
 DH5004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5004.degrees latitude (g = 980.6199 gals.).
 DH5004
 DH5004.The modeled gravity was interpolated from observed gravity values.
 DH5004
 DH5004. The following values were computed from the NAD 83(2011) position.
 DH5004
 DH5004;                    North         East     Units Scale Factor Converg.
 DH5004;SPC WI S     -    65,544.790   617,745.865   MT  1.00003203   +0 08 54.8
 DH5004;SPC WI S     -   215,041.53  2,026,721.23   sFT  1.00003203   +0 08 54.8
 DH5004;UTM  16      - 4,719,020.620   271,585.127   MT  1.00024195   -1 53 05.1
 DH5004
 DH5004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5004!SPC WI S     -   0.99996736  x   1.00003203  =   0.99999939
 DH5004!UTM  16      -   0.99996736  x   1.00024195  =   1.00020931
 DH5004
 DH5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7158519020(NAD 83)
 DH5004
 DH5004                          SUPERSEDED SURVEY CONTROL
 DH5004
 DH5004  NAD 83(2007)-  42 35 23.26134(N)    089 47 01.70984(W) AD(2002.00) 0
 DH5004  ELLIP H (02/10/07)  208.137  (m)                       GP(2002.00)    
 DH5004  NAD 83(1997)-  42 35 23.26114(N)    089 47 01.71010(W) AD(       ) 1
 DH5004  ELLIP H (08/01/05)  208.150  (m)                       GP(       ) 2 1
 DH5004  NAVD 88             241.68   (m)          792.9    (f) LEVELING    3  
 DH5004  NAVD 88 (04/20/07)  241.679  (m)          792.91   (f) SUPERSEDED  2 1
 DH5004
 DH5004.Superseded values are not recommended for survey control.
 DH5004
 DH5004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5004.See file dsdata.pdf to determine how the superseded data were derived.
 DH5004
 DH5004_MARKER: DD = SURVEY DISK
 DH5004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5004_STAMPING: CADIZ N GPS 2004
 DH5004_MARK LOGO: WIDT
 DH5004_PROJECTION: FLUSH
 DH5004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5004+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2007
 DH5004
 DH5004  HISTORY     - Date     Condition        Report By
 DH5004  HISTORY     - 200306   MONUMENTED       WIDT
 DH5004  HISTORY     - 20051227 GOOD             WIDT
 DH5004  HISTORY     - 20070918 GOOD             WIDT
 DH5004
 DH5004                          STATION DESCRIPTION
 DH5004
 DH5004'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5004'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5004'STATION FROM THE  JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 81
 DH5004'NORTH AND STATE HIGHWAY 69 SOUTH  IN THE CITY OF MONROE, GO WEST ON
 DH5004'STATE HIGHWAY 11 FOR 6.95 MI TO CADIZ SPRINGS ROAD,  CONTINUE WEST ON
 DH5004'STATE HIGHWAY 11 FOR 0.55 MI TO THE STATION ON THE LEFT.  THE STATION
 DH5004'IS  A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5004'CONTROL STATION  DISK, SET IN THE TOP OF A 41-CM DIAMETER CONCRETE
 DH5004'POST AND IS ABOUT 1 M BELOW THE  HIGHWAY PAVEMENT.  THE STATION IS
 DH5004'15.8 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 11, 1.5  M NORTH OF A
 DH5004'FENCE, 1.2 M NORTHEAST OF A YELLOW PLASTIC --R/W-- POST, AND 1.0 M
 DH5004'WEST-NORTHWEST, EAST-NORTHEAST, AND SOUTH OF THREE  ORANGE 4X4 PLASTIC
 DH5004'WITNESS  POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5004'EXTENDING HIGHER THAN 15  DEGREES ABOVE THE HORIZON.
 DH5004
 DH5004                          STATION RECOVERY (2005)
 DH5004
 DH5004'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5004'RECOVERED AS DESCRIBED.
 DH5004
 DH5004                          STATION RECOVERY (2007)
 DH5004
 DH5004'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5004'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.16 MILE NORTHEAST
 DH5004'OF COUNTY HIGHWAY M NORTH, 40.5 M SOUTHWEST OF A --JCT COUNTY M-- WOOD
 DH5004'SIGN POST, 34.5 M SOUTH OF POWER POLE --1-6-4 42/41--, AND 2.0 M
 DH5004'NORTHWEST AND 1.8 M NORTHEAST OF TWO WOOD FENCE POSTS WITH A METAL
 DH5004'BRACE BETWEEN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4589 ***********************************************************************
 DJ4589  DESIGNATION -  CADOTT GPS
 DJ4589  PID         -  DJ4589
 DJ4589  STATE/COUNTY-  WI/CHIPPEWA
 DJ4589  COUNTRY     -  US
 DJ4589  USGS QUAD   -  BOYD (2018)
 DJ4589
 DJ4589                         *CURRENT SURVEY CONTROL
 DJ4589  ______________________________________________________________________
 DJ4589* NAD 83(2011) POSITION- 44 56 14.83418(N) 091 07 07.68625(W)   ADJUSTED
 DJ4589* NAD 83(2011) ELLIP HT-   293.607 (meters)        (06/27/12)   ADJUSTED
 DJ4589* NAD 83(2011) EPOCH   -  2010.00
 DJ4589* NAVD 88 ORTHO HEIGHT -   324.690 (meters)     1065.25  (feet) ADJUSTED
 DJ4589  ______________________________________________________________________
 DJ4589  GEOID HEIGHT    -        -31.088 (meters)                     GEOID18
 DJ4589  NAD 83(2011) X  -    -88,308.343 (meters)                     COMP
 DJ4589  NAD 83(2011) Y  - -4,521,848.787 (meters)                     COMP
 DJ4589  NAD 83(2011) Z  -  4,482,638.142 (meters)                     COMP
 DJ4589  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 DJ4589  DYNAMIC HEIGHT  -        324.663 (meters)     1065.17  (feet) COMP
 DJ4589  MODELED GRAVITY -    980,525.4   (mgal)                       NAVD 88
 DJ4589
 DJ4589  VERT ORDER      -  SECOND    CLASS I
 DJ4589
 DJ4589  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4589  Standards:
 DJ4589         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4589            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4589  -------------------------------------------------------------------
 DJ4589  NETWORK    0.29   0.31           0.13   0.10   0.16      0.05064680
 DJ4589  -------------------------------------------------------------------
 DJ4589  Click here for local accuracies and other accuracy information.
 DJ4589
 DJ4589.The horizontal coordinates were established by GPS observations
 DJ4589.and adjusted by the National Geodetic Survey in June 2012.
 DJ4589
 DJ4589.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4589.been affixed to the stable North American tectonic plate. See 
 DJ4589.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4589
 DJ4589.The horizontal coordinates are valid at the epoch date displayed above
 DJ4589.which is a decimal equivalence of Year/Month/Day.
 DJ4589
 DJ4589.The orthometric height was determined by differential leveling and
 DJ4589.adjusted by the WI DEPT OF TRANSP
 DJ4589.in May 2012.
 DJ4589
 DJ4589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4589.GEOID18 height accuracy estimate available here.
 DJ4589
 DJ4589.Click photographs - Photos may exist for this station.
 DJ4589
 DJ4589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4589
 DJ4589.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4589
 DJ4589.The ellipsoidal height was determined by GPS observations
 DJ4589.and is referenced to NAD 83.
 DJ4589
 DJ4589.The dynamic height is computed by dividing the NAVD 88
 DJ4589.geopotential number by the normal gravity value computed on the
 DJ4589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4589.degrees latitude (g = 980.6199 gals.).
 DJ4589
 DJ4589.The modeled gravity was interpolated from observed gravity values.
 DJ4589
 DJ4589. The following values were computed from the NAD 83(2011) position.
 DJ4589
 DJ4589;                    North         East     Units Scale Factor Converg.
 DJ4589;SPC WI C     -   123,297.006   511,698.083   MT  0.99994128   -0 47 21.8
 DJ4589;SPC WI C     -   404,516.93  1,678,796.13   sFT  0.99994128   -0 47 21.8
 DJ4589;UTM  15      - 4,977,723.789   648,428.519   MT  0.99987091   +1 19 44.4
 DJ4589
 DJ4589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4589!SPC WI C     -   0.99995397  x   0.99994128  =   0.99989525
 DJ4589!UTM  15      -   0.99995397  x   0.99987091  =   0.99982488
 DJ4589
 DJ4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4842877723(NAD 83)
 DJ4589
 DJ4589                          SUPERSEDED SURVEY CONTROL
 DJ4589
 DJ4589  ELLIP H (04/06/12)  293.605  (m)                       GP(       ) 1 1
 DJ4589  ELLIP H (01/19/10)  293.636  (m)                       GP(       ) 3 1
 DJ4589  NAD 83(2007)-  44 56 14.83437(N)    091 07 07.68704(W) AD(2002.00) 1
 DJ4589  ELLIP H (07/29/08)  293.631  (m)                       GP(2002.00) 3 1
 DJ4589  NAVD 88             324.68   (m)         1065.2    (f) LEVELING    3  
 DJ4589  NAVD 88             324.68   (m)         1065.2    (f) LEVELING    3  
 DJ4589  NAVD 88 (07/08/08)  324.676  (m)         1065.21   (f) SUPERSEDED  2 1
 DJ4589
 DJ4589.Superseded values are not recommended for survey control.
 DJ4589
 DJ4589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4589.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4589
 DJ4589_MARKER: DD = SURVEY DISK
 DJ4589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4589_STAMPING: CADOTT GPS 2005
 DJ4589_MARK LOGO: WIDT
 DJ4589_PROJECTION: FLUSH
 DJ4589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4589+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 DJ4589
 DJ4589  HISTORY     - Date     Condition        Report By
 DJ4589  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4589  HISTORY     - 20061127 GOOD             WIDT
 DJ4589  HISTORY     - 20080814 GOOD             WIDT
 DJ4589  HISTORY     - 20111101 GOOD             WIDT
 DJ4589
 DJ4589                          STATION DESCRIPTION
 DJ4589
 DJ4589'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4589'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4589'HIGHWAY 27 (EXIT 91) IN THE VILLAGE OF CADOTT, GO EAST ON STATE
 DJ4589'HIGHWAY 29 FOR 1.0 MI (1.6 KM) TO 270TH STREET, CONTINUE EAST ON STATE
 DJ4589'HIGHWAY 29 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT, NORTH OF
 DJ4589'WESTBOUND STATE HIGHWAY 29.  THE STATION IS A BRONZE WISCONSIN
 DJ4589'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DJ4589'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DJ4589'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 3 M (9.8 FT) ABOVE THE HIGHWAY
 DJ4589'PAVEMENT.  THE STATION IS 27.4 M (89.9 FT) NORTH OF THE CENTERLINE OF
 DJ4589'WESTBOUND STATE HIGHWAY 29, 24.9 M (81.7 FT) WEST-SOUTHWEST OF THE
 DJ4589'SOUTHERNMOST WOOD POST SUPPORTING A BILLBOARD SIGN, 23.9 M (78.4 FT)
 DJ4589'NORTHEAST OF A METAL POST WITH A WHITE REFLECTOR, AND 1.0 M (3.3 FT)
 DJ4589'NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DJ4589'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4589'THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4589
 DJ4589                          STATION RECOVERY (2008)
 DJ4589
 DJ4589'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DJ4589'RECOVERED AS DESCRIBED.
 DJ4589
 DJ4589                          STATION RECOVERY (2011)
 DJ4589
 DJ4589'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4589'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7058 ***********************************************************************
 DN7058  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7058  DESIGNATION -  CADY N GPS
 DN7058  PID         -  DN7058
 DN7058  STATE/COUNTY-  WI/ST CROIX
 DN7058  COUNTRY     -  US
 DN7058  USGS QUAD   -  WILSON (2018)
 DN7058
 DN7058                         *CURRENT SURVEY CONTROL
 DN7058  ______________________________________________________________________
 DN7058* NAD 83(2011) POSITION- 44 54 58.79337(N) 092 11 48.48333(W)   ADJUSTED
 DN7058* NAD 83(2011) ELLIP HT-   351.735 (meters)        (04/15/13)   ADJUSTED
 DN7058* NAD 83(2011) EPOCH   -  2010.00
 DN7058* NAVD 88 ORTHO HEIGHT -   382.38  (meters)     1254.5   (feet) GPS OBS
 DN7058  ______________________________________________________________________
 DN7058  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7058  GEOID HEIGHT    -        -30.637 (meters)                     GEOID12A
 DN7058  GEOID HEIGHT    -        -30.634 (meters)                     GEOID18
 DN7058  NAD 83(2011) X  -   -173,429.754 (meters)                     COMP
 DN7058  NAD 83(2011) Y  - -4,521,084.768 (meters)                     COMP
 DN7058  NAD 83(2011) Z  -  4,481,017.168 (meters)                     COMP
 DN7058  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 DN7058
 DN7058  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7058  Standards:
 DN7058         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7058            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7058  -------------------------------------------------------------------
 DN7058  NETWORK    0.56   1.02           0.25   0.20   0.52      0.14155863
 DN7058  -------------------------------------------------------------------
 DN7058  Click here for local accuracies and other accuracy information.
 DN7058
 DN7058.The horizontal coordinates were established by GPS observations
 DN7058.and adjusted by the National Geodetic Survey in April 2013.
 DN7058
 DN7058.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7058.been affixed to the stable North American tectonic plate. See 
 DN7058.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7058
 DN7058.The horizontal coordinates are valid at the epoch date displayed above
 DN7058.which is a decimal equivalence of Year/Month/Day.
 DN7058
 DN7058.The orthometric height was determined by GPS observations and a
 DN7058.high-resolution geoid model using precise GPS observation and
 DN7058.processing techniques.
 DN7058
 DN7058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7058.GEOID18 height accuracy estimate available here.
 DN7058
 DN7058.Click photographs - Photos may exist for this station.
 DN7058
 DN7058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7058
 DN7058.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7058
 DN7058.The ellipsoidal height was determined by GPS observations
 DN7058.and is referenced to NAD 83.
 DN7058
 DN7058. The following values were computed from the NAD 83(2011) position.
 DN7058
 DN7058;                    North         East     Units Scale Factor Converg.
 DN7058;SPC WI C     -   122,687.538   426,568.696   MT  0.99994095   -1 33 00.0
 DN7058;SPC WI C     -   402,517.36  1,399,500.80   sFT  0.99994095   -1 33 00.0
 DN7058;UTM  15      - 4,973,969.719   563,396.447   MT  0.99964942   +0 34 01.7
 DN7058
 DN7058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7058!SPC WI C     -   0.99994486  x   0.99994095  =   0.99988581
 DN7058!UTM  15      -   0.99994486  x   0.99964942  =   0.99959429
 DN7058
 DN7058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6339673969(NAD 83)
 DN7058
 DN7058                          SUPERSEDED SURVEY CONTROL
 DN7058
 DN7058  NAD 83(2007)-  44 54 58.79333(N)    092 11 48.48402(W) AD(2002.00) 1
 DN7058  ELLIP H (04/06/12)  351.768  (m)                       GP(2002.00) 1 1
 DN7058
 DN7058.Superseded values are not recommended for survey control.
 DN7058
 DN7058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7058.See file dsdata.pdf to determine how the superseded data were derived.
 DN7058
 DN7058_MARKER: DD = SURVEY DISK
 DN7058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7058_STAMPING: CADY N GPS 2005
 DN7058_MARK LOGO: WIDT
 DN7058_PROJECTION: FLUSH
 DN7058_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7058+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 DN7058
 DN7058  HISTORY     - Date     Condition        Report By
 DN7058  HISTORY     - 2004     MONUMENTED       WIDT
 DN7058  HISTORY     - 20070912 GOOD             WIDT
 DN7058  HISTORY     - 20120709 GOOD             WIDT
 DN7058
 DN7058                          STATION DESCRIPTION
 DN7058
 DN7058'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7058'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 128 WITH
 DN7058'COUNTY HIGHWAY NORTH ABOUT 5 MI (8.0 KM) SOUTHEAST OF THE VILLAGE OF
 DN7058'WOODVILLE, GO NORTH ON STATE HIGHWAY 128 FOR 0.2 MI (0.3 KM) TO THE
 DN7058'STATION ON THE RIGHT.
 DN7058'
 DN7058'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7058'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7058'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M
 DN7058'(3.3 FT) HIGHER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 20.1 M
 DN7058'(65.9 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 128, 48.M SOUTH OF
 DN7058'THE EXTENDED CENTER OF PRIVATE ENTRANCE NUMBER -404-, 6.0 M (19.7 FT)
 DN7058'NORTHWEST OF A NORTHERNMOST OF TWO METAL RIGHT-OF-WAY POSTS, 4.4 M
 DN7058'(14.4 FT) WEST OF A BARBED WIRE FENCE AND 1.0 M (3.3 FT) NORTH, SOUTH
 DN7058'AND WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DN7058'
 DN7058'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7058'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE WEST EXTENDING TO 25
 DN7058'DEGREES ABOVE THE HORIZON.
 DN7058
 DN7058                          STATION RECOVERY (2012)
 DN7058
 DN7058'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DN7058'RECOVERED AS DESCRIBED---NOTE---TREES TO THE WEST ARE NOW UP TO 35  ON
 DN7058'THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1063 ***********************************************************************
 PN1063  DESIGNATION -  CAFE
 PN1063  PID         -  PN1063
 PN1063  STATE/COUNTY-  WI/WAUPACA
 PN1063  COUNTRY     -  US
 PN1063  USGS QUAD   -  OGDENSBURG (2018)
 PN1063
 PN1063                         *CURRENT SURVEY CONTROL
 PN1063  ______________________________________________________________________
 PN1063* NAD 83(1991) POSITION- 44 27 14.71139(N) 089 02 47.41659(W)   ADJUSTED
 PN1063* NAVD 88 ORTHO HEIGHT -   280.    (meters)      919.    (feet) SCALED
 PN1063  ______________________________________________________________________
 PN1063  GEOID HEIGHT    -        -36.381 (meters)                     GEOID18
 PN1063  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 PN1063  HORZ ORDER      -  FIRST
 PN1063
 PN1063.The horizontal coordinates were established by classical geodetic methods
 PN1063.and adjusted by the National Geodetic Survey in November 1991.
 PN1063
 PN1063.The orthometric height was scaled from a topographic map.
 PN1063
 PN1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1063.GEOID18 height accuracy estimate available here.
 PN1063
 PN1063.Click photographs - Photos may exist for this station.
 PN1063
 PN1063.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1063
 PN1063. The following values were computed from the NAD 83(1991) position.
 PN1063
 PN1063;                    North         East     Units Scale Factor Converg.
 PN1063;SPC WI C     -    69,422.385   675,886.361   MT  0.99996768   +0 40 22.0
 PN1063;SPC WI C     -   227,763.27  2,217,470.50   sFT  0.99996768   +0 40 22.0
 PN1063;UTM  16      - 4,924,346.148   337,179.148   MT  0.99992603   -1 26 00.8
 PN1063
 PN1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1063!SPC WI C     -   0.99996181  x   0.99996768  =   0.99992949
 PN1063!UTM  16      -   0.99996181  x   0.99992603  =   0.99988784
 PN1063
 PN1063:                Primary Azimuth Mark                     Grid Az
 PN1063:SPC WI C     -  CAFE AZ MK                               044 57 46.8
 PN1063:UTM  16      -  CAFE AZ MK                               047 04 09.6
 PN1063
 PN1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3717924346(NAD 83)
 PN1063
 PN1063|---------------------------------------------------------------------|
 PN1063| PID    Reference Object                     Distance      Geod. Az  |
 PN1063|                                                           dddmmss.s |
 PN1063| CJ4379 CAFE AZ MK                                         0453808.8 |
 PN1063| CJ4380 CAFE RM 1                            43.440 METERS 16343     |
 PN1063| PN1062 CAFE RM 3                            38.055 METERS 18118     |
 PN1063| CJ4381 CAFE RM 2                            52.240 METERS 22056     |
 PN1063|---------------------------------------------------------------------|
 PN1063
 PN1063                          SUPERSEDED SURVEY CONTROL
 PN1063
 PN1063  NAD 83(1986)-  44 27 14.71031(N)    089 02 47.42360(W) AD(       ) 1
 PN1063  NAD 27      -  44 27 14.76900(N)    089 02 47.02800(W) AD(       ) 1
 PN1063
 PN1063.Superseded values are not recommended for survey control.
 PN1063
 PN1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1063.See file dsdata.pdf to determine how the superseded data were derived.
 PN1063
 PN1063_MARKER: DS = TRIANGULATION STATION DISK
 PN1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1063_STAMPING: CAFE 1926
 PN1063_MARK LOGO: CGS
 PN1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1063+STABILITY: SURFACE MOTION
 PN1063
 PN1063  HISTORY     - Date     Condition        Report By
 PN1063  HISTORY     - 1926     MONUMENTED       CGS
 PN1063  HISTORY     - 1930     GOOD             CGS
 PN1063  HISTORY     - 1954     GOOD             CGS
 PN1063  HISTORY     - 20030702 MARK NOT FOUND   USPSQD
 PN1063
 PN1063                          STATION DESCRIPTION
 PN1063
 PN1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1063'THIS STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ON TOP
 PN1063'OF BANK OF DEEP CUT ABOUT 1 MILE W OF OGDENSBURG, S OF TRACK
 PN1063'AND ABOUT 3 FEET FROM EDGE OF CUT, ON HIGHEST PART OF BANK,
 PN1063'42.02 FEET FROM RAIL STATION ON N RAIL (SLOPE DISTANCE).
 PN1063'
 PN1063'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 PN1063'SET IN CONCRETE.
 PN1063'
 PN1063'REFERENCE MARK NO. 1 IS ON N SIDE OF HIGHWAY B S FROM STATION.
 PN1063'REFERENCE MARK NO. 2 IS SW FROM STATION NEAR N EDGE OF
 PN1063'SAME HIGHWAY.
 PN1063
 PN1063                          STATION RECOVERY (1930)
 PN1063
 PN1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN1063'THE MARK WAS FOUND AS DESCRIBED, AND DESCRIPTION IS ADEQUATE.
 PN1063'THE MARK IS IN GOOD CONDITION.
 PN1063
 PN1063                          STATION RECOVERY (1954)
 PN1063
 PN1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1063'THE STATION WAS RECOVERED AS DESCRIBED IN 1926 AND STATION
 PN1063'AND REFERENCE MARKS 1 AND 2 WERE FOUND TO BE IN GOOD CONDITION.
 PN1063'SEVERAL LARGE TREES ARE NOW BETWEEN THE STATION MARK AND THE
 PN1063'REFERENCE MARKS AND THE DISTANCE AND DIRECTION TO THE REFERENCE
 PN1063'MARKS WAS NOT REMEASURED.  A TOWER COULD NOT BE ERECTED OVER
 PN1063'THE STATION MARK DUE TO THE RAILROAD CUT.  A REFERENCE MARK
 PN1063'NO. 3 WAS ESTABLISHED AND TOWER OBSERVATIONS WERE MADE FROM
 PN1063'THAT POINT.  A TRAVERSE CONNECTION WAS MADE FROM THE STATION
 PN1063'MARK TO REFERENCE MARK NO. 3 AND THE DISTANCE AND DIRECTION
 PN1063'ARE SHOWN ABOVE.
 PN1063'
 PN1063'A NEW AZIMUTH MARK WAS ESTABLISHED.  IT IS 25 FEET EAST OF THE
 PN1063'CENTER OF COUNTY ROUTE E, 4 FEET NORTH OF A WHITE WITNESS
 PN1063'POST AND 2 FEET WEST OF A FENCE.  THE MARK PROJECTS 8 INCHES
 PN1063'AND THE DISK IS STAMPED CAFE 1954.
 PN1063'
 PN1063'TO REACH THE STATION FROM THE POST OFFICE IN OGDENSBURG, GO
 PN1063'WEST ON COUNTY ROUTE B FOR 0.65 MILE TO THE STATION ON THE
 PN1063'RIGHT.
 PN1063'
 PN1063'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN OGDENSBURG,
 PN1063'GO NORTH ON COUNTY ROUTE E FOR 0.2 MILE TO A T INTERSECTION,
 PN1063'TURN LEFT AND GO WEST AND THEN NORTH ON COUNTY ROUTE E FOR
 PN1063'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PN1063
 PN1063                          STATION RECOVERY (2003)
 PN1063
 PN1063'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1062 ***********************************************************************
 PN1062  DESIGNATION -  CAFE RM 3
 PN1062  PID         -  PN1062
 PN1062  STATE/COUNTY-  WI/WAUPACA
 PN1062  COUNTRY     -  US
 PN1062  USGS QUAD   -  OGDENSBURG (2018)
 PN1062
 PN1062                         *CURRENT SURVEY CONTROL
 PN1062  ______________________________________________________________________
 PN1062* NAD 83(1991) POSITION- 44 27 13.47883(N) 089 02 47.45553(W)   ADJUSTED
 PN1062* NAVD 88 ORTHO HEIGHT -   280.    (meters)      919.    (feet) SCALED
 PN1062  ______________________________________________________________________
 PN1062  GEOID HEIGHT    -        -36.381 (meters)                     GEOID18
 PN1062  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 PN1062  HORZ ORDER      -  FIRST
 PN1062
 PN1062.The horizontal coordinates were established by classical geodetic methods
 PN1062.and adjusted by the National Geodetic Survey in November 1991.
 PN1062
 PN1062.The orthometric height was scaled from a topographic map.
 PN1062
 PN1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1062.GEOID18 height accuracy estimate available here.
 PN1062
 PN1062.Click photographs - Photos may exist for this station.
 PN1062
 PN1062.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1062
 PN1062. The following values were computed from the NAD 83(1991) position.
 PN1062
 PN1062;                    North         East     Units Scale Factor Converg.
 PN1062;SPC WI C     -    69,384.333   675,885.946   MT  0.99996772   +0 40 21.9
 PN1062;SPC WI C     -   227,638.43  2,217,469.14   sFT  0.99996772   +0 40 21.9
 PN1062;UTM  16      - 4,924,308.138   337,177.336   MT  0.99992604   -1 26 00.8
 PN1062
 PN1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1062!SPC WI C     -   0.99996181  x   0.99996772  =   0.99992953
 PN1062!UTM  16      -   0.99996181  x   0.99992604  =   0.99988785
 PN1062
 PN1062:                Primary Azimuth Mark                     Grid Az
 PN1062:SPC WI C     -  IOLA                                     334 16 06.8
 PN1062:UTM  16      -  IOLA                                     336 22 29.5
 PN1062
 PN1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3717724308(NAD 83)
 PN1062
 PN1062|---------------------------------------------------------------------|
 PN1062| PID    Reference Object                     Distance      Geod. Az  |
 PN1062|                                                           dddmmss.s |
 PN1062| PN1063 CAFE                                 38.055 METERS 00118     |
 PN1062| CJ4379 CAFE AZ MK                                         0441736.3 |
 PN1062| PN0996 MANAWA MUNICIPAL TANK               APPROX.10.3 KM 0863440.7 |
 PN1062| CJ4380 CAFE RM 1                            13.478 METERS 10527     |
 PN1062| CJ4381 CAFE RM 2                            33.348 METERS 26738     |
 PN1062| CJ4382 CAFE RM 4                            21.282 METERS 28228     |
 PN1062| PN1023 IOLA                                APPROX. 9.3 KM 3345628.7 |
 PN1062|---------------------------------------------------------------------|
 PN1062
 PN1062                          SUPERSEDED SURVEY CONTROL
 PN1062
 PN1062  NAD 83(1986)-  44 27 13.47853(N)    089 02 47.46251(W) AD(       ) 1
 PN1062  NAD 27      -  44 27 13.53600(N)    089 02 47.06700(W) AD(       ) 1
 PN1062
 PN1062.Superseded values are not recommended for survey control.
 PN1062
 PN1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1062.See file dsdata.pdf to determine how the superseded data were derived.
 PN1062
 PN1062_MARKER: DR = REFERENCE MARK DISK
 PN1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1062_STAMPING: CAFE NO 1926
 PN1062_MARK LOGO: CGS
 PN1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1062+STABILITY: SURFACE MOTION
 PN1062
 PN1062  HISTORY     - Date     Condition        Report By
 PN1062  HISTORY     - 1954     MONUMENTED       CGS
 PN1062  HISTORY     - 1967     GOOD             CGS
 PN1062  HISTORY     - 20030702 MARK NOT FOUND   USPSQD
 PN1062
 PN1062                          STATION DESCRIPTION
 PN1062
 PN1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1062'THE STATION IS LOCATED ABOUT 7 MILES WEST OF MANAWA AND 3/4
 PN1062'MILE WEST OF OGDENSBURG ON THE NORTH SIDE OF COUNTY ROUTE
 PN1062'B.  IT IS 30 FEET NORTH OF THE CENTER OF COUNTY ROUTE B,
 PN1062'13 FEET NORTHWEST OF A TELEPHONE POLE AND 8 FEET SOUTHWEST OF
 PN1062'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 7 INCHES AND
 PN1062'THE DISK IS STAMPED CAFE NO 3 1926.
 PN1062'
 PN1062'TRAVERSE STATION CAFE IS 155 FEET NORTH OF THE CENTER OF THE
 PN1062'ROAD AND 5 FEET SOUTH OF THE SOUTH BANK OF A RAILROAD CUT.
 PN1062'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CAFE 1926.
 PN1062'A TRAVERSE CONNECTION WAS MADE FROM R.M. NO. 3 TO THIS MARK
 PN1062'AND THE DISTANCE AND DIRECTION ARE SHOWN ABOVE.
 PN1062'
 PN1062'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE CENTER OF THE
 PN1062'ROAD AND 1 FOOT SOUTHWEST OF A LARGE BOULDER.  THE MARK
 PN1062'PROJECTS 3 INCHES AND THE DISK IS STAMPED CAFE NO 1 1926.
 PN1062'
 PN1062'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF THE CENTER OF THE
 PN1062'ROAD, 7 FEET WEST OF A LARGE BOULDER AND 7 FEET NORTHEAST
 PN1062'OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 PN1062'IS STAMPED CAFE NO 2 1954.
 PN1062'
 PN1062'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF COUNTY
 PN1062'ROUTE E, 4 FEET NORTH OF A WHITE WITNESS POST AND 2 FEET
 PN1062'WEST OF A FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 PN1062'STAMPED CAFE 1954.
 PN1062'
 PN1062'TO REACH THE STATION FROM THE POST OFFICE IN OGDENSBURG, GO
 PN1062'WEST ON COUNTY ROUTE B FOR 0.65 MILE TO THE STATION ON THE
 PN1062'RIGHT AS DESCRIBED.
 PN1062'
 PN1062'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN OGDENSBURG,
 PN1062'GO NORTH AND NORTHWEST ON COUNTY ROUTE E FOR 0.7 MILE TO THE
 PN1062'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PN1062'
 PN1062'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 PN1062
 PN1062                          STATION RECOVERY (1967)
 PN1062
 PN1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PN1062'THE STATION MARK, AZIMUTH MARK AND TRAVERSE STATION WERE
 PN1062'FOUND IN GOOD CONDITION.  THE ROAD HAS BEEN WIDENED AT THE
 PN1062'STATION AND IT IS ASSUMED THAT THE REFERENCE MARKS 1 AND 2
 PN1062'WERE DESTROYED BY THIS.  THE AZIMUTH MARK WILL SOON BE DESTROYED
 PN1062'BY ROAD CONSTRUCTION.  A HALF DAY WAS SPENT TRYING TO CLEAR
 PN1062'A LINE TO THE AZIMUTH MARK BUT THERE IS TOO MUCH BRUSH AND
 PN1062'TREES ON LINE.  THERE ARE NO OBJECTS TO ESTABLISH A NEW
 PN1062'AZIMUTH MARK FROM.  A REFERENCE MARK 4 WAS SET AT THIS TIME.
 PN1062'THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 PN1062'
 PN1062'THE STATION MARK IS 33 FEET EAST OF A TELEPHONE POLE, 25 FEET
 PN1062'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 2 FEET WEST OF
 PN1062'A METAL WITNESS POST AND NOW PROJECTS ABOUT 4 INCHES.
 PN1062'
 PN1062'CAFE 1926 WAS FOUND AS DESCRIBED AND 1 FOOT NORTH OF A METAL
 PN1062'WITNESS POST.
 PN1062'
 PN1062'REFERENCE MARK 4 IS 36 FEET NORTHWEST OF THE TELEPHONE POLE,
 PN1062'36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET
 PN1062'SOUTHWEST OF A 10 INCH OAK TREE.  IT IS A STANDARD DISK STAMPED
 PN1062'CAFE 1954 NO 4 1967 SET IN A DRILL HOLE IN A BOULDER WHICH
 PN1062'PROJECTS ABOUT 2-1/2 FEET.
 PN1062'
 PN1062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 WEST
 PN1062'OF ODGENBURG
 PN1062
 PN1062                          STATION RECOVERY (2003)
 PN1062
 PN1062'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0219 ***********************************************************************
 PN0219  DESIGNATION -  CAITIFF
 PN0219  PID         -  PN0219
 PN0219  STATE/COUNTY-  WI/WAUPACA
 PN0219  COUNTRY     -  US
 PN0219  USGS QUAD   -  MANAWA (2018)
 PN0219
 PN0219                         *CURRENT SURVEY CONTROL
 PN0219  ______________________________________________________________________
 PN0219* NAD 83(1991) POSITION- 44 27 33.64824(N) 088 56 49.57494(W)   ADJUSTED
 PN0219* NAVD 88 ORTHO HEIGHT -   256.197 (meters)      840.54  (feet) ADJUSTED
 PN0219  ______________________________________________________________________
 PN0219  GEOID HEIGHT    -        -36.428 (meters)                     GEOID18
 PN0219  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 PN0219  DYNAMIC HEIGHT  -        256.155 (meters)      840.40  (feet) COMP
 PN0219  MODELED GRAVITY -    980,447.3   (mgal)                       NAVD 88
 PN0219
 PN0219  HORZ ORDER      -  FIRST
 PN0219  VERT ORDER      -  FIRST     CLASS II
 PN0219
 PN0219.The horizontal coordinates were established by classical geodetic methods
 PN0219.and adjusted by the National Geodetic Survey in November 1991.
 PN0219
 PN0219.The orthometric height was determined by differential leveling and
 PN0219.adjusted by the NATIONAL GEODETIC SURVEY
 PN0219.in June 1991.
 PN0219
 PN0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0219.GEOID18 height accuracy estimate available here.
 PN0219
 PN0219.Click photographs - Photos may exist for this station.
 PN0219
 PN0219.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0219
 PN0219.The dynamic height is computed by dividing the NAVD 88
 PN0219.geopotential number by the normal gravity value computed on the
 PN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0219.degrees latitude (g = 980.6199 gals.).
 PN0219
 PN0219.The modeled gravity was interpolated from observed gravity values.
 PN0219
 PN0219. The following values were computed from the NAD 83(1991) position.
 PN0219
 PN0219;                    North         East     Units Scale Factor Converg.
 PN0219;SPC WI C     -    70,104.573   683,789.398   MT  0.99996701   +0 44 34.4
 PN0219;SPC WI C     -   230,001.42  2,243,399.05   sFT  0.99996701   +0 44 34.4
 PN0219;UTM  16      - 4,924,737.342   345,101.471   MT  0.99989507   -1 21 50.5
 PN0219
 PN0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0219!SPC WI C     -   0.99996554  x   0.99996701  =   0.99993255
 PN0219!UTM  16      -   0.99996554  x   0.99989507  =   0.99986062
 PN0219
 PN0219:                Primary Azimuth Mark                     Grid Az
 PN0219:SPC WI C     -  MANAWA                                   105 28 52.9
 PN0219:UTM  16      -  MANAWA                                   107 35 17.8
 PN0219
 PN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4510124737(NAD 83)
 PN0219
 PN0219|---------------------------------------------------------------------|
 PN0219| PID    Reference Object                     Distance      Geod. Az  |
 PN0219|                                                           dddmmss.s |
 PN0219| PN0221 MANAWA                              APPROX. 3.3 KM 1061327.3 |
 PN0219|---------------------------------------------------------------------|
 PN0219
 PN0219                          SUPERSEDED SURVEY CONTROL
 PN0219
 PN0219  NAD 83(1986)-  44 27 33.65235(N)    088 56 49.58236(W) AD(       ) 1
 PN0219  NAD 27      -  44 27 33.71200(N)    088 56 49.18500(W) AD(       ) 1
 PN0219  NGVD 29 (??/??/92)  256.213  (m)          840.59   (f) ADJ UNCH    1 2
 PN0219  NGVD 29             256.21   (m)          840.6    (f) LEVELING    3  
 PN0219
 PN0219.Superseded values are not recommended for survey control.
 PN0219
 PN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0219.See file dsdata.pdf to determine how the superseded data were derived.
 PN0219
 PN0219_MARKER: DE = TRAVERSE STATION DISK
 PN0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0219_STAMPING: CATIFF 1926
 PN0219_MARK LOGO: CGS
 PN0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0219+STABILITY: SURFACE MOTION
 PN0219
 PN0219  HISTORY     - Date     Condition        Report By
 PN0219  HISTORY     - 1926     MONUMENTED       CGS
 PN0219  HISTORY     - 1928     GOOD             CGS
 PN0219  HISTORY     - 1930     GOOD             CGS
 PN0219  HISTORY     - 1930     GOOD             CGS
 PN0219  HISTORY     - 1934     GOOD             CGS
 PN0219  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0219
 PN0219                          STATION DESCRIPTION
 PN0219
 PN0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0219'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY APPROXIMATELY
 PN0219'1-1/4 MILES W OF DEPOT AT MANAWA, ON FIRST CURVE W OF STATION, AT
 PN0219'POINT OF INTERSECTION OF E TANGENT ON N RAIL AND W TANGENT ON
 PN0219'S RAIL, ABOUT 300 METERS E OF ROAD CROSSING.
 PN0219'
 PN0219'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0219'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0219
 PN0219                          STATION RECOVERY (1928)
 PN0219
 PN0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 PN0219'THIS TRAVERSE STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0219
 PN0219                          STATION RECOVERY (1930)
 PN0219
 PN0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0219'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 PN0219'DESCRIPTION IS ADEQUATE.
 PN0219
 PN0219                          STATION RECOVERY (1930)
 PN0219
 PN0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0219'1.6 MI W FROM MANAWA.
 PN0219'1.6 MILES WEST ALONG THE RAILROAD ON THE GREEN BAY AND WESTERN
 PN0219'RAILROAD, 1.6 MILES WEST OF THE STATION AT WANAWA, ON THE FIRST
 PN0219'CURVE WEST OF THE STATION, AT P.I. OF EAST TANGENT ON NORTH
 PN0219'RAIL AND WEST TANGENT ON SOUTH RAIL, ABOUT 980 FEET EAST OF A
 PN0219'ROAD CROSSING, STANDARD TRAVERSE MARK SET IN CONCRETE.
 PN0219
 PN0219                          STATION RECOVERY (1934)
 PN0219
 PN0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0219'RECOVERED IN GOOD CONDITION.
 PN0219
 PN0219                          STATION RECOVERY (1985)
 PN0219
 PN0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP4750 ***********************************************************************
 DP4750  DESIGNATION -  CAITLIN
 DP4750  PID         -  DP4750
 DP4750  STATE/COUNTY-  WI/ST CROIX
 DP4750  COUNTRY     -  US
 DP4750  USGS QUAD   -  STILLWATER (2019)
 DP4750
 DP4750                         *CURRENT SURVEY CONTROL
 DP4750  ______________________________________________________________________
 DP4750* NAD 83(2011) POSITION- 45 02 54.38301(N) 092 46 41.68555(W)   ADJUSTED
 DP4750* NAD 83(2011) ELLIP HT-   238.391 (meters)        (09/12/14)   ADJUSTED
 DP4750* NAD 83(2011) EPOCH   -  2010.00
 DP4750* NAVD 88 ORTHO HEIGHT -   266.700 (meters)      875.00  (feet) ADJUSTED
 DP4750  ______________________________________________________________________
 DP4750  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 DP4750  NAD 83(2011) X  -   -218,793.653 (meters)                     COMP
 DP4750  NAD 83(2011) Y  - -4,508,645.546 (meters)                     COMP
 DP4750  NAD 83(2011) Z  -  4,491,322.018 (meters)                     COMP
 DP4750  LAPLACE CORR    -        -13.40  (seconds)                    DEFLEC18
 DP4750  DYNAMIC HEIGHT  -        266.692 (meters)      874.97  (feet) COMP
 DP4750  MODELED GRAVITY -    980,580.4   (mgal)                       NAVD 88
 DP4750
 DP4750  VERT ORDER      -  SECOND    CLASS I
 DP4750
 DP4750  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4750  Standards:
 DP4750         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4750            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4750  -------------------------------------------------------------------
 DP4750  NETWORK    0.66   1.94           0.29   0.25   0.99      0.13087963
 DP4750  -------------------------------------------------------------------
 DP4750  Click here for local accuracies and other accuracy information.
 DP4750
 DP4750.The horizontal coordinates were established by GPS observations
 DP4750.and adjusted by the MN DEPT OF TRANSP in September 2014.
 DP4750
 DP4750.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4750.been affixed to the stable North American tectonic plate. See 
 DP4750.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4750
 DP4750.The horizontal coordinates are valid at the epoch date displayed above
 DP4750.which is a decimal equivalence of Year/Month/Day.
 DP4750
 DP4750.The orthometric height was determined by differential leveling and
 DP4750.adjusted by the NATIONAL GEODETIC SURVEY
 DP4750.in May 2016.
 DP4750
 DP4750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4750.GEOID18 height accuracy estimate available here.
 DP4750
 DP4750.Click photographs - Photos may exist for this station.
 DP4750
 DP4750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4750
 DP4750.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4750
 DP4750.The ellipsoidal height was determined by GPS observations
 DP4750.and is referenced to NAD 83.
 DP4750
 DP4750.The dynamic height is computed by dividing the NAVD 88
 DP4750.geopotential number by the normal gravity value computed on the
 DP4750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4750.degrees latitude (g = 980.6199 gals.).
 DP4750
 DP4750.The modeled gravity was interpolated from observed gravity values.
 DP4750
 DP4750. The following values were computed from the NAD 83(2011) position.
 DP4750
 DP4750;                    North         East     Units Scale Factor Converg.
 DP4750;SPC WI C     -   138,765.589   381,183.436   MT  0.99994522   -1 57 37.0
 DP4750;SPC WI C     -   455,266.77  1,250,599.32   sFT  0.99994522   -1 57 37.0
 DP4750;UTM  15      - 4,988,355.378   517,462.876   MT  0.99960375   +0 09 25.0
 DP4750
 DP4750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4750!SPC WI C     -   0.99996263  x   0.99994522  =   0.99990785
 DP4750!UTM  15      -   0.99996263  x   0.99960375  =   0.99956639
 DP4750
 DP4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1746288355(NAD 83)
 DP4750
 DP4750                          SUPERSEDED SURVEY CONTROL
 DP4750
 DP4750.No superseded survey control is available for this station.
 DP4750
 DP4750_MARKER: F = FLANGE-ENCASED ROD
 DP4750_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4750_STAMPING: CAITLIN 2014
 DP4750_MARK LOGO: MNDT
 DP4750_PROJECTION: FLUSH
 DP4750_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4750+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DP4750_ROD/PIPE-DEPTH: 25.6 meters
 DP4750
 DP4750  HISTORY     - Date     Condition        Report By
 DP4750  HISTORY     - 20140806 MONUMENTED       MNDT
 DP4750  HISTORY     - 20140812 GOOD             MNDT
 DP4750
 DP4750                          STATION DESCRIPTION
 DP4750
 DP4750'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP4750'5.5 MILES SOUTHWEST OF SOMERSET, 1.35 MILES SOUTH ALONG STATE HIGHWAY
 DP4750'35 FROM THE JUNCTION OF STATE HIGHWAY 35 AND STATE HIGHWAY 64 IN
 DP4750'HOULTON, 500.0 FEET NORTH NORTHEAST OF STATE HIGHWAY 35, 480.0 FEET
 DP4750'NORTH-NORTHEAST OF STATION OLSON, 70.3 FEET NORTHEAST OF RIGHT-OF-WAY
 DP4750'POST, 1.5 FEET SOUTH-SOUTHWEST OF WITNESS POST.
 DP4750
 DP4750                          STATION RECOVERY (2014)
 DP4750
 DP4750'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DP4750'RECOVERED AS DESCRIBED.
 DP4750'
 DP4750'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP4750'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP4750'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP4750'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0222 ***********************************************************************
 PN0222  DESIGNATION -  CAJOLE
 PN0222  PID         -  PN0222
 PN0222  STATE/COUNTY-  WI/WAUPACA
 PN0222  COUNTRY     -  US
 PN0222  USGS QUAD   -  MANAWA (2018)
 PN0222
 PN0222                         *CURRENT SURVEY CONTROL
 PN0222  ______________________________________________________________________
 PN0222* NAD 83(1991) POSITION- 44 25 41.59634(N) 088 52 46.16320(W)   ADJUSTED
 PN0222* NAVD 88 ORTHO HEIGHT -   249.419 (meters)      818.30  (feet) ADJUSTED
 PN0222  ______________________________________________________________________
 PN0222  GEOID HEIGHT    -        -36.447 (meters)                     GEOID18
 PN0222  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 PN0222  DYNAMIC HEIGHT  -        249.378 (meters)      818.17  (feet) COMP
 PN0222  MODELED GRAVITY -    980,447.0   (mgal)                       NAVD 88
 PN0222
 PN0222  HORZ ORDER      -  FIRST
 PN0222  VERT ORDER      -  FIRST     CLASS II
 PN0222
 PN0222.The horizontal coordinates were established by classical geodetic methods
 PN0222.and adjusted by the National Geodetic Survey in November 1991.
 PN0222
 PN0222.The orthometric height was determined by differential leveling and
 PN0222.adjusted by the NATIONAL GEODETIC SURVEY
 PN0222.in June 1991.
 PN0222
 PN0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0222.GEOID18 height accuracy estimate available here.
 PN0222
 PN0222.Click photographs - Photos may exist for this station.
 PN0222
 PN0222.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0222
 PN0222.The dynamic height is computed by dividing the NAVD 88
 PN0222.geopotential number by the normal gravity value computed on the
 PN0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0222.degrees latitude (g = 980.6199 gals.).
 PN0222
 PN0222.The modeled gravity was interpolated from observed gravity values.
 PN0222
 PN0222. The following values were computed from the NAD 83(1991) position.
 PN0222
 PN0222;                    North         East     Units Scale Factor Converg.
 PN0222;SPC WI C     -    66,718.319   689,217.538   MT  0.99997108   +0 47 26.2
 PN0222;SPC WI C     -   218,891.68  2,261,207.87   sFT  0.99997108   +0 47 26.2
 PN0222;UTM  16      - 4,921,154.135   350,401.015   MT  0.99987523   -1 18 57.3
 PN0222
 PN0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0222!SPC WI C     -   0.99996661  x   0.99997108  =   0.99993769
 PN0222!UTM  16      -   0.99996661  x   0.99987523  =   0.99984184
 PN0222
 PN0222:                Primary Azimuth Mark                     Grid Az
 PN0222:SPC WI C     -  CAKE                                     128 51 22.7
 PN0222:UTM  16      -  CAKE                                     130 57 46.2
 PN0222
 PN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5040121154(NAD 83)
 PN0222
 PN0222|---------------------------------------------------------------------|
 PN0222| PID    Reference Object                     Distance      Geod. Az  |
 PN0222|                                                           dddmmss.s |
 PN0222| PN0983 CAKE                                APPROX. 6.0 KM 1293848.9 |
 PN0222|---------------------------------------------------------------------|
 PN0222
 PN0222                          SUPERSEDED SURVEY CONTROL
 PN0222
 PN0222  NAD 83(1986)-  44 25 41.60201(N)    088 52 46.16936(W) AD(       ) 1
 PN0222  NAD 27      -  44 25 41.65600(N)    088 52 45.77200(W) AD(       ) 1
 PN0222  NGVD 29 (??/??/92)  249.436  (m)          818.36   (f) ADJ UNCH    1 2
 PN0222  NGVD 29             249.44   (m)          818.4    (f) LEVELING    3  
 PN0222
 PN0222.Superseded values are not recommended for survey control.
 PN0222
 PN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0222.See file dsdata.pdf to determine how the superseded data were derived.
 PN0222
 PN0222_MARKER: DE = TRAVERSE STATION DISK
 PN0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0222_STAMPING: CAJOLE 1926
 PN0222_MARK LOGO: CGS
 PN0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0222+STABILITY: SURFACE MOTION
 PN0222
 PN0222  HISTORY     - Date     Condition        Report By
 PN0222  HISTORY     - 1926     MONUMENTED       CGS
 PN0222  HISTORY     - 1926     GOOD             CGS
 PN0222  HISTORY     - 1928     GOOD             CGS
 PN0222  HISTORY     - 1930     GOOD             CGS
 PN0222  HISTORY     - 1934     GOOD             CGS
 PN0222  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0222
 PN0222                          STATION DESCRIPTION
 PN0222
 PN0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0222'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ABOUT 1-1/3
 PN0222'MILES W OF DEPOT AT ROYALTON, ON FIRST CURVE W OF THIS STATION,
 PN0222'11 FEET S OF TRACK ON POINT OF INTERSECTION OF TANGENTS ON
 PN0222'N RAIL.
 PN0222'
 PN0222'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 PN0222'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 PN0222
 PN0222                          STATION RECOVERY (1926)
 PN0222
 PN0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926
 PN0222'0.7 MI W FROM ROYALTON.
 PN0222'ON THE GREEN BAY AND WESTERN RAILROAD, 0.7 MILE WEST OF THE
 PN0222'STATION AT ROYALTON, ON THE FIRST CURVE WEST OF THIS STATION,
 PN0222'11 FEET SOUTH OF TRACK ON P.I. OF TANGENTS ON NORTH RAIL,
 PN0222'STANDARD TRAVERSE MARK SET IN CONCRETE.
 PN0222
 PN0222                          STATION RECOVERY (1928)
 PN0222
 PN0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 PN0222'THIS TRAVERSE STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION
 PN0222'ADEQUATE.
 PN0222
 PN0222                          STATION RECOVERY (1930)
 PN0222
 PN0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0222'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 PN0222'DESCRIPTION IS ADEQUATE.
 PN0222
 PN0222                          STATION RECOVERY (1934)
 PN0222
 PN0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0222'RECOVERED IN GOOD CONDITION.
 PN0222
 PN0222                          STATION RECOVERY (1985)
 PN0222
 PN0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0222'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0983 ***********************************************************************
 PN0983  DESIGNATION -  CAKE
 PN0983  PID         -  PN0983
 PN0983  STATE/COUNTY-  WI/WAUPACA
 PN0983  COUNTRY     -  US
 PN0983  USGS QUAD   -  NORTHPORT (2018)
 PN0983
 PN0983                         *CURRENT SURVEY CONTROL
 PN0983  ______________________________________________________________________
 PN0983* NAD 83(1991) POSITION- 44 23 36.48616(N) 088 49 15.68429(W)   ADJUSTED
 PN0983* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 PN0983  ______________________________________________________________________
 PN0983  GEOID HEIGHT    -        -36.463 (meters)                     GEOID18
 PN0983  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 PN0983  HORZ ORDER      -  FIRST
 PN0983
 PN0983.The horizontal coordinates were established by classical geodetic methods
 PN0983.and adjusted by the National Geodetic Survey in November 1991.
 PN0983
 PN0983.The orthometric height was scaled from a topographic map.
 PN0983
 PN0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0983.GEOID18 height accuracy estimate available here.
 PN0983
 PN0983.Click photographs - Photos may exist for this station.
 PN0983
 PN0983.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0983
 PN0983. The following values were computed from the NAD 83(1991) position.
 PN0983
 PN0983;                    North         East     Units Scale Factor Converg.
 PN0983;SPC WI C     -    62,922.997   693,928.506   MT  0.99997597   +0 49 54.7
 PN0983;SPC WI C     -   206,439.87  2,276,663.77   sFT  0.99997597   +0 49 54.7
 PN0983;UTM  16      - 4,917,188.657   354,968.823   MT  0.99985868   -1 16 27.0
 PN0983
 PN0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0983!SPC WI C     -   0.99996590  x   0.99997597  =   0.99994187
 PN0983!UTM  16      -   0.99996590  x   0.99985868  =   0.99982458
 PN0983
 PN0983:                Primary Azimuth Mark                     Grid Az
 PN0983:SPC WI C     -  CANTON                                   059 28 15.3
 PN0983:UTM  16      -  CANTON                                   061 34 37.0
 PN0983
 PN0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5496817188(NAD 83)
 PN0983
 PN0983|---------------------------------------------------------------------|
 PN0983| PID    Reference Object                     Distance      Geod. Az  |
 PN0983|                                                           dddmmss.s |
 PN0983| PN0984 CANTON                              APPROX. 0.7 KM 0601810.0 |
 PN0983|---------------------------------------------------------------------|
 PN0983
 PN0983                          SUPERSEDED SURVEY CONTROL
 PN0983
 PN0983  NAD 83(1986)-  44 23 36.48299(N)    088 49 15.67281(W) AD(       ) 1
 PN0983  NAD 27      -  44 23 36.56100(N)    088 49 15.33100(W) AD(       ) 1
 PN0983
 PN0983.Superseded values are not recommended for survey control.
 PN0983
 PN0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0983.See file dsdata.pdf to determine how the superseded data were derived.
 PN0983
 PN0983_MARKER: DS = TRIANGULATION STATION DISK
 PN0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0983_STAMPING: CAKE 1926
 PN0983_MARK LOGO: CGS
 PN0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0983+STABILITY: SURFACE MOTION
 PN0983
 PN0983  HISTORY     - Date     Condition        Report By
 PN0983  HISTORY     - 1926     MONUMENTED       CGS
 PN0983  HISTORY     - 1926     GOOD             CGS
 PN0983
 PN0983                          STATION DESCRIPTION
 PN0983
 PN0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0983'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ABOUT 1.5
 PN0983'MILES W OF NORTHPORT, ABOUT 115 METERS S OF TRACK AND 195
 PN0983'METERS W OF HIGHWAY CROSSING, ON TANGENT OF N RAIL FROM THE W
 PN0983'AND 365 METERS FROM POINT OF TANGENCY.
 PN0983'
 PN0983'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 PN0983'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 PN0983
 PN0983                          STATION RECOVERY (1926)
 PN0983
 PN0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (JPL)
 PN0983'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 PN0983'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0916 ***********************************************************************
 OM0916  DESIGNATION -  CALAMUS
 OM0916  PID         -  OM0916
 OM0916  STATE/COUNTY-  WI/DODGE
 OM0916  COUNTRY     -  US
 OM0916  USGS QUAD   -  LOST LAKE (2018)
 OM0916
 OM0916                         *CURRENT SURVEY CONTROL
 OM0916  ______________________________________________________________________
 OM0916* NAD 83(1991) POSITION- 43 24 31.90332(N) 088 56 40.61599(W)   ADJUSTED
 OM0916* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 OM0916  ______________________________________________________________________
 OM0916  GEOID HEIGHT    -        -35.205 (meters)                     GEOID18
 OM0916  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 OM0916  HORZ ORDER      -  SECOND
 OM0916
 OM0916.The horizontal coordinates were established by classical geodetic methods
 OM0916.and adjusted by the National Geodetic Survey in November 1991.
 OM0916
 OM0916.The orthometric height was scaled from a topographic map.
 OM0916
 OM0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0916.GEOID18 height accuracy estimate available here.
 OM0916
 OM0916.Click photographs - Photos may exist for this station.
 OM0916
 OM0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0916
 OM0916. The following values were computed from the NAD 83(1991) position.
 OM0916
 OM0916;                    North         East     Units Scale Factor Converg.
 OM0916;SPC WI S     -   157,051.969   685,476.220   MT  0.99993256   +0 43 30.6
 OM0916;SPC WI S     -   515,261.33  2,248,933.23   sFT  0.99993256   +0 43 30.6
 OM0916;UTM  16      - 4,808,056.357   342,550.865   MT  0.99990495   -1 20 11.8
 OM0916
 OM0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0916!SPC WI S     -   0.99996005  x   0.99993256  =   0.99989261
 OM0916!UTM  16      -   0.99996005  x   0.99990495  =   0.99986501
 OM0916
 OM0916:                Primary Azimuth Mark                     Grid Az
 OM0916:SPC WI S     -  CALAMUS AZ MK RESET                      001 17 41.4
 OM0916:UTM  16      -  CALAMUS AZ MK RESET                      003 21 23.8
 OM0916
 OM0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4255008056(NAD 83)
 OM0916
 OM0916|---------------------------------------------------------------------|
 OM0916| PID    Reference Object                     Distance      Geod. Az  |
 OM0916|                                                           dddmmss.s |
 OM0916| CI9151 CALAMUS RM 1                         24.433 METERS 00105     |
 OM0916| CI9149 CALAMUS AZ MK                                      0013605.9 |
 OM0916| CI9150 CALAMUS AZ MK RESET                                0020112.0 |
 OM0916| OM0917 BEAVER DAM RAD STA WBEV MAST        APPROX. 4.9 KM 0622834.7 |
 OM0916| CI9153 CALAMUS RM 3                          7.819 METERS 14702     |
 OM0916| CI9152 CALAMUS RM 2                         24.380 METERS 24543     |
 OM0916| OM1021 FALL RIVER MUNICIPAL TANK           APPROX. 8.8 KM 2543229.5 |
 OM0916|---------------------------------------------------------------------|
 OM0916
 OM0916                          SUPERSEDED SURVEY CONTROL
 OM0916
 OM0916  NAD 83(1986)-  43 24 31.89576(N)    088 56 40.62203(W) AD(       ) 2
 OM0916  NAD 27      -  43 24 31.93320(N)    088 56 40.23030(W) AD(       ) 2
 OM0916
 OM0916.Superseded values are not recommended for survey control.
 OM0916
 OM0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0916.See file dsdata.pdf to determine how the superseded data were derived.
 OM0916
 OM0916_MARKER: DS = TRIANGULATION STATION DISK
 OM0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0916_STAMPING: CALAMUS 1958
 OM0916_MARK LOGO: CGS
 OM0916_PROJECTION: FLUSH
 OM0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0916+STABILITY: SURFACE MOTION
 OM0916
 OM0916  HISTORY     - Date     Condition        Report By
 OM0916  HISTORY     - 1958     MONUMENTED       CGS
 OM0916  HISTORY     - 1959     GOOD             CGS
 OM0916  HISTORY     - 1976     GOOD             NGS
 OM0916  HISTORY     - 1976     GOOD             WI-027
 OM0916
 OM0916                          STATION DESCRIPTION
 OM0916
 OM0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0916'THE STATION IS ABOUT 7 MILES NORTHEAST OF COLUMBUS, ABOUT 7
 OM0916'MILES SOUTHWEST OF BEAVER DAM AND ON PROPERTY OWNED BY MR.
 OM0916'GEORGE HOPP.  IT IS 375 FEET NORTHEAST OF A LONE TREE, 105 FEET
 OM0916'SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, 47 FEET EAST
 OM0916'OF A FENCE, 14 FEET WEST OF A FENCE AND 15 FEET WEST OF A WHITE
 OM0916'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0916'CALAMUS 1958.
 OM0916'
 OM0916'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND
 OM0916'U.S. HIGHWAY 151 IN COLUMBUS, GO NORTHEAST ON HIGHWAY 151 FOR
 OM0916'3.8 MILES TO THE JUNCTION OF COUNTY HIGHWAY S.  CONTINUE NORTHEAST
 OM0916'ON HIGHWAY 151 FOR 1.85 MILES TO A GRAVELED CROSSROAD (N SALEM
 OM0916'ROAD).  TURN LEFT AND GO NORTHWEST ON SALEM ROAD FOR 1.05 MILES
 OM0916'TO A FORK.  TAKE THE LEFT FORK AND GO WEST FOR 0.15 MILE TO THE
 OM0916'TOP OF A RISE AND THE STATION AS DESCRIBED.
 OM0916'
 OM0916'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 OM0916'GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT
 OM0916'AS DESCRIBED.
 OM0916'
 OM0916'REFERENCE MARK 1 IS 86 FEET NORTH OF THE WHITE WITNESS POST,
 OM0916'46 FEET EAST OF THE FENCE AND 1 FOOT WEST OF THE FENCE.  THE
 OM0916'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED CALAMUS NO
 OM0916'1 1958.
 OM0916'
 OM0916'REFERENCE MARK 2 IS 91 FEET SOUTHWEST OF THE WHITE WITNESS POST
 OM0916'AND 1 FOOT EAST OF THE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 OM0916'AND THE DISK IS STAMPED CALAMUS NO 2 1958.
 OM0916'
 OM0916'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTERLINE OF THE
 OM0916'GRAVELED ROAD, 4 FEET SOUTH OF A WHITE WITNESS POST, 3 FEET
 OM0916'SOUTHWEST OF A POWER LINE POLE, AND 1 FOOT WEST OF A FENCE.
 OM0916'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED CALAMUS
 OM0916'1958.
 OM0916'
 OM0916'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM0916
 OM0916                          STATION RECOVERY (1959)
 OM0916
 OM0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 OM0916'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 OM0916'GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY THE AZIMUTH
 OM0916'MARK, SO IT WAS MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 OM0916'
 OM0916'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF COLUMBUS AND 7
 OM0916'MILES SOUTHWEST OF BEAVER DAM IN A SMALL PASTURE ON LAND OWNED
 OM0916'BY MR. GEORGE HOPP, 375 FEET NORTHEAST OF A LONE TREE, 105 FEET
 OM0916'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 47 FEET EAST OF A
 OM0916'FENCE, 14 FEET WEST OF A FENCE, AND 15 FEET WEST OF A WHITE
 OM0916'WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 OM0916'AND THE DISK IS STAMPED CALAMUS 1958.  NOTES 1A AND 7A.
 OM0916'
 OM0916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 151 AND
 OM0916'STATE HIGHWAY 16 IN COLUMBUS, GO NORTHEAST ON U.S. HIGHWAY 151
 OM0916'FOR 5.6 MILES TO CROSSROADS (N. SALEM ROAD).  TURN LEFT AND GO
 OM0916'NORTHWEST ON N. SALEM ROAD FOR 1.2 MILES TO THE TOP OF GRADE
 OM0916'AND THE STATION ON THE LEFT AS DESCRIBED.
 OM0916'
 OM0916'REFERENCE MARK NO. 1 IS 80.14 FEET NORTH OF THE STATION, 86
 OM0916'FEET NORTH OF WHITE WITNESS POST, 46 FEET EAST OF A FENCE,
 OM0916'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 OM0916'DISK IS STAMPED CALAMUS NO 1 1958.  NOTE 11A.
 OM0916'
 OM0916'REFERENCE MARK NO. 2 IS 79.98 FEET SOUTHWEST OF THE STATION, 91
 OM0916'FEET SOUTHWEST OF WHITE WITNESS POST, AND 1 FOOT EAST OF FENCE.
 OM0916'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED CALAMUS NO
 OM0916'2 1958.  NOTE 11A.
 OM0916'
 OM0916'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 33 FEET EAST OF
 OM0916'THE CENTER OF HARD-SURFACED ROAD, 3 FEET SOUTH OF POWER POLE, AND
 OM0916'2 FEET NORTH OF WHITE WITNESS POST.  THE MARK PROJECTS 4
 OM0916'INCHES AND THE DISK IS STAMPED CALAMUS 1958 RESET 1959.  NOTE
 OM0916'16A.
 OM0916'
 OM0916'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HARD
 OM0916'SURFACED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OM0916
 OM0916                          STATION RECOVERY (1976)
 OM0916
 OM0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 OM0916'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WAS RECOVERED
 OM0916'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND IN A CULTIVATED FIELD
 OM0916'AND HAD BEEN HIT BY FARM MACHINERY.  DUE TO CORN CROP THE MARK WAS
 OM0916'NOT MEASURED.  REFERENCE MARK 3 WAS SET AT THIS TIME AND REFERENCE
 OM0916'MARK 2 WAS REMOVED FROM THE FIELD AT THE PROPERTY OWNERS REQUEST.
 OM0916'
 OM0916'THE STATION IS ON PROPERTY OWNED BY THE GARCZYNSKI BROTHERS AND IS
 OM0916'MANAGED BY THOMAS GARCZYNSKI WHO RESIDES NEAR THE STATION.
 OM0916'
 OM0916'THE TO REACH IS ADEQUATE WITH THE EXCEPTION THAT SALEM ROAD IS NOW
 OM0916'PAVED.  METAL WITNESS POSTS WERE SET AT THE STATION MARK, REFERENCE
 OM0916'MARK 3 AND THE AZIMUTH MARK.
 OM0916'
 OM0916'THE DISTANCE TO REFERENCE MARK 1 CHECKED AS DID THE DIRECTION.  THE
 OM0916'DIRECTION TO THE INTERSECTION STATION CHECKED.
 OM0916'
 OM0916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHWEST
 OM0916'OF BEAVER DAM.
 OM0916'
 OM0916'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0916
 OM0916                          STATION RECOVERY (1976)
 OM0916
 OM0916'RECOVERY NOTE BY DODGE COUNTY WISCONSIN 1976 (GMR)
 OM0916'CALAMUS 1958 FOUND IN GOOD CONDITION.
 OM0916'
 OM0916'CALAMUS NO. 2 1958 MARK IN PLOWED FIELD NEEDS TO BE RESET.
 OM0916'
 OM0916'CALAMUS NO. 1 1958 FOUND IN GOOD CONDITION.
 OM0916'
 OM0916'CALAMUS 1958 RESET 1959 FOUND IN GOOD CONDITION.
 OM0916'
 OM0916'FARMER HAS BEEN PLOWING AROUND REFERENCE MARK NO. 2 AND WOULD LIKE
 OM0916'TO HAVE THE MARK MOVED OUT OF HIS FIELD.
 OM0916'
 OM0916'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MI. SOUTHWEST BEAVER
 OM0916'DAM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1318 ***********************************************************************
 OM1318  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1318  DESIGNATION -  CALAMUS C GPS
 OM1318  PID         -  OM1318
 OM1318  STATE/COUNTY-  WI/DODGE
 OM1318  COUNTRY     -  US
 OM1318  USGS QUAD   -  LOST LAKE (2018)
 OM1318
 OM1318                         *CURRENT SURVEY CONTROL
 OM1318  ______________________________________________________________________
 OM1318* NAD 83(2011) POSITION- 43 25 42.26075(N) 088 56 41.21475(W)   ADJUSTED
 OM1318* NAD 83(2011) ELLIP HT-   237.710 (meters)        (06/27/12)   ADJUSTED
 OM1318* NAD 83(2011) EPOCH   -  2010.00
 OM1318* NAVD 88 ORTHO HEIGHT -   272.95  (meters)      895.5   (feet) GPS OBS
 OM1318  ______________________________________________________________________
 OM1318  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 OM1318  GEOID HEIGHT    -        -35.236 (meters)                     GEOID12A
 OM1318  GEOID HEIGHT    -        -35.239 (meters)                     GEOID18
 OM1318  NAD 83(2011) X  -     85,441.659 (meters)                     COMP
 OM1318  NAD 83(2011) Y  - -4,638,749.889 (meters)                     COMP
 OM1318  NAD 83(2011) Z  -  4,362,351.951 (meters)                     COMP
 OM1318  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 OM1318  OBS GRAVITY     -    980,365.1   (mgal)                       GRAV_OBS
 OM1318
 OM1318
 OM1318  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1318  Standards:
 OM1318         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1318            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1318  -------------------------------------------------------------------
 OM1318  NETWORK    0.33   0.41           0.15   0.11   0.21     -0.08503836
 OM1318  -------------------------------------------------------------------
 OM1318  Click here for local accuracies and other accuracy information.
 OM1318
 OM1318.The horizontal coordinates were established by GPS observations
 OM1318.and adjusted by the National Geodetic Survey in June 2012.
 OM1318
 OM1318.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1318.been affixed to the stable North American tectonic plate. See 
 OM1318.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1318
 OM1318.The horizontal coordinates are valid at the epoch date displayed above
 OM1318.which is a decimal equivalence of Year/Month/Day.
 OM1318
 OM1318.The orthometric height was determined by GPS observations and a
 OM1318.high-resolution geoid model using precise GPS observation and
 OM1318.processing techniques.
 OM1318
 OM1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1318.GEOID18 height accuracy estimate available here.
 OM1318
 OM1318.Click photographs - Photos may exist for this station.
 OM1318
 OM1318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1318
 OM1318.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1318
 OM1318.The ellipsoidal height was determined by GPS observations
 OM1318.and is referenced to NAD 83.
 OM1318
 OM1318.The observed gravity was obtained from relative gravimeter ties
 OM1318.to the IGSN71 gravity network.
 OM1318
 OM1318. The following values were computed from the NAD 83(2011) position.
 OM1318
 OM1318;                    North         East     Units Scale Factor Converg.
 OM1318;SPC WI S     -   159,222.804   685,435.276   MT  0.99993266   +0 43 30.2
 OM1318;SPC WI S     -   522,383.48  2,248,798.90   sFT  0.99993266   +0 43 30.2
 OM1318;UTM  16      - 4,810,227.200   342,588.056   MT  0.99990480   -1 20 14.0
 OM1318
 OM1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1318!SPC WI S     -   0.99996272  x   0.99993266  =   0.99989539
 OM1318!UTM  16      -   0.99996272  x   0.99990480  =   0.99986753
 OM1318
 OM1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4258810227(NAD 83)
 OM1318
 OM1318                          SUPERSEDED SURVEY CONTROL
 OM1318
 OM1318  NAD 83(2007)-  43 25 42.26078(N)    088 56 41.21560(W) AD(2002.00) 0
 OM1318  ELLIP H (02/10/07)  237.744  (m)                       GP(2002.00)    
 OM1318  NAD 83(1997)-  43 25 42.26070(N)    088 56 41.21590(W) AD(       ) 1
 OM1318  ELLIP H (08/01/05)  237.749  (m)                       GP(       ) 2 1
 OM1318  NAVD 88 (07/26/07)  272.93   (m)  GEOID03  model used  GPS OBS        
 OM1318
 OM1318.Superseded values are not recommended for survey control.
 OM1318
 OM1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1318.See file dsdata.pdf to determine how the superseded data were derived.
 OM1318
 OM1318_MARKER: DD = SURVEY DISK
 OM1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1318_STAMPING: CALAMUS C GPS 1992
 OM1318_MARK LOGO: WI-027
 OM1318_PROJECTION: FLUSH
 OM1318_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1318+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 OM1318
 OM1318  HISTORY     - Date     Condition        Report By
 OM1318  HISTORY     - 1992     MONUMENTED       WI-027
 OM1318  HISTORY     - 19931122 GOOD             WIDT
 OM1318  HISTORY     - 20030807 GOOD             WIDT
 OM1318  HISTORY     - 20071114 GOOD             WIDT
 OM1318  HISTORY     - 20160912 GOOD             WIDT
 OM1318
 OM1318                          STATION DESCRIPTION
 OM1318
 OM1318'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1318'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1318'DODGE COUNTY GRID REFERENCE H2, ABOUT 9.6 KM (5.95 MI) WEST-SOUTHWEST
 OM1318'OF BEAVER DAM, IN THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF
 OM1318'SECTION 16, T11N, R13E, IN A CUT SECTION ON HIGHWAY RIGHT-OF-WAY.
 OM1318'CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING
 OM1318'STATION COORDINATES.
 OM1318'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY D
 OM1318'AND NORTH SALEM ROAD, GO SOUTH ON NORTH SALEM ROAD FOR 0.2 KM
 OM1318'(0.10 MI) TO THE STATION ON THE RIGHT.
 OM1318'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1318'FLUSH WITH THE GROUND.  IT IS 9.1 M (29.9 FT) WEST FROM THE CENTER OF
 OM1318'NORTH SALEM ROAD AND 0.5 M (1.6 FT) EAST FROM A WHITE PLASTIC T-POST.
 OM1318
 OM1318                          STATION RECOVERY (2003)
 OM1318
 OM1318'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1318'OWNERSHIP--TOWN OF CALAMUS.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1318'US HIGHWAY  51 WITH COUNTY HIGHWAY DE ABOUT 3 MI SOUTHWEST OF THE CITY
 OM1318'OF BEAVER DAM, GO NORTH ON  COUNTY HIGHWAY DE FOR 0.9 MI TO COUNTY
 OM1318'HIGHWAY D, TURN LEFT AND GO WEST THEN  SOUTHWEST ON COUNTY HIGHWAY D
 OM1318'FOR 3.1 MI TO NORTH SALEM ROAD, TURN LEFT AND GO  SOUTH ON NORTH SALEM
 OM1318'ROAD FOR 0.1 MI TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE
 OM1318'DODGE COUNTY GEODEDIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM
 OM1318'DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 OM1318'STATION IS 9.4 M WEST OF THE  CENTERLINE OF NORTH SALEM ROAD, 48.6 M
 OM1318'SOUTHWEST OF POWER POLE --G-11-95 5-35--, 46.2 M  NORTHWEST OF A WOOD
 OM1318'POST FOR A --STOP AHEAD-- SIGN, 1 M EAST OF A CULTIVATED FIELD, AND
 OM1318'0.5 M EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 OM1318'HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE
 OM1318'THE HORIZON.
 OM1318
 OM1318                          STATION RECOVERY (2007)
 OM1318
 OM1318'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM1318'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.3 M NORTH OF A
 OM1318'STEEL POST AND 1.0 M WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST OF
 OM1318'THREE ORANGE 4X4 PLASTIC GUARD POSTS.  ---NOTE--- THERE IS NO WHITE
 OM1318'PLASTIC WITNESS POST PRESENT.
 OM1318
 OM1318                          STATION RECOVERY (2016)
 OM1318
 OM1318'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 OM1318'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1317 ***********************************************************************
 OM1317  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1317  DESIGNATION -  CALAMUS E GPS
 OM1317  PID         -  OM1317
 OM1317  STATE/COUNTY-  WI/DODGE
 OM1317  COUNTRY     -  US
 OM1317  USGS QUAD   -  LOST LAKE (2018)
 OM1317
 OM1317                         *CURRENT SURVEY CONTROL
 OM1317  ______________________________________________________________________
 OM1317* NAD 83(2011) POSITION- 43 26 14.32818(N) 088 53 48.47247(W)   ADJUSTED
 OM1317* NAD 83(2011) ELLIP HT-   228.620 (meters)        (06/27/12)   ADJUSTED
 OM1317* NAD 83(2011) EPOCH   -  2010.00
 OM1317* NAVD 88 ORTHO HEIGHT -   263.85  (meters)      865.6   (feet) GPS OBS
 OM1317  ______________________________________________________________________
 OM1317  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 OM1317  GEOID HEIGHT    -        -35.234 (meters)                     GEOID12A
 OM1317  GEOID HEIGHT    -        -35.236 (meters)                     GEOID18
 OM1317  NAD 83(2011) X  -     89,313.253 (meters)                     COMP
 OM1317  NAD 83(2011) Y  - -4,637,989.821 (meters)                     COMP
 OM1317  NAD 83(2011) Z  -  4,363,064.391 (meters)                     COMP
 OM1317  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 OM1317  OBS GRAVITY     -    980,371.7   (mgal)                       GRAV_OBS
 OM1317
 OM1317
 OM1317  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1317  Standards:
 OM1317         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1317            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1317  -------------------------------------------------------------------
 OM1317  NETWORK    0.37   0.57           0.17   0.13   0.29     -0.06595306
 OM1317  -------------------------------------------------------------------
 OM1317  Click here for local accuracies and other accuracy information.
 OM1317
 OM1317.The horizontal coordinates were established by GPS observations
 OM1317.and adjusted by the National Geodetic Survey in June 2012.
 OM1317
 OM1317.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1317.been affixed to the stable North American tectonic plate. See 
 OM1317.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1317
 OM1317.The horizontal coordinates are valid at the epoch date displayed above
 OM1317.which is a decimal equivalence of Year/Month/Day.
 OM1317
 OM1317.The orthometric height was determined by GPS observations and a
 OM1317.high-resolution geoid model using precise GPS observation and
 OM1317.processing techniques.
 OM1317
 OM1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1317.GEOID18 height accuracy estimate available here.
 OM1317
 OM1317.Click photographs - Photos may exist for this station.
 OM1317
 OM1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1317
 OM1317.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1317
 OM1317.The ellipsoidal height was determined by GPS observations
 OM1317.and is referenced to NAD 83.
 OM1317
 OM1317.The observed gravity was obtained from relative gravimeter ties
 OM1317.to the IGSN71 gravity network.
 OM1317
 OM1317. The following values were computed from the NAD 83(2011) position.
 OM1317
 OM1317;                    North         East     Units Scale Factor Converg.
 OM1317;SPC WI S     -   160,262.578   689,306.964   MT  0.99993274   +0 45 28.8
 OM1317;SPC WI S     -   525,794.81  2,261,501.26   sFT  0.99993274   +0 45 28.8
 OM1317;UTM  16      - 4,811,126.938   346,494.516   MT  0.99988986   -1 18 15.9
 OM1317
 OM1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1317!SPC WI S     -   0.99996415  x   0.99993274  =   0.99989689
 OM1317!UTM  16      -   0.99996415  x   0.99988986  =   0.99985401
 OM1317
 OM1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4649411126(NAD 83)
 OM1317
 OM1317                          SUPERSEDED SURVEY CONTROL
 OM1317
 OM1317  NAD 83(2007)-  43 26 14.32821(N)    088 53 48.47333(W) AD(2002.00) 0
 OM1317  ELLIP H (02/10/07)  228.654  (m)                       GP(2002.00)    
 OM1317  NAD 83(1997)-  43 26 14.32814(N)    088 53 48.47357(W) AD(       ) 1
 OM1317  ELLIP H (08/01/05)  228.660  (m)                       GP(       ) 2 1
 OM1317  NAVD 88 (07/26/07)  263.83   (m)  GEOID03  model used  GPS OBS        
 OM1317
 OM1317.Superseded values are not recommended for survey control.
 OM1317
 OM1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1317.See file dsdata.pdf to determine how the superseded data were derived.
 OM1317
 OM1317_MARKER: DD = SURVEY DISK
 OM1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1317_STAMPING: CALAMUS E GPS 1992
 OM1317_MARK LOGO: WI-027
 OM1317_PROJECTION: FLUSH
 OM1317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1317+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 OM1317
 OM1317  HISTORY     - Date     Condition        Report By
 OM1317  HISTORY     - 1992     MONUMENTED       WI-027
 OM1317  HISTORY     - 19931122 GOOD             WIDT
 OM1317  HISTORY     - 20030807 GOOD             WIDT
 OM1317  HISTORY     - 20071114 GOOD             WIDT
 OM1317  HISTORY     - 20160912 GOOD             WIDT
 OM1317
 OM1317                          STATION DESCRIPTION
 OM1317
 OM1317'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1317'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1317'DODGE COUNTY GRID REFERENCE H3-4, ABOUT 5.6 KM (3.45 MI)
 OM1317'WEST-SOUTHWEST OF BEAVER DAM, IN THE NORTHEAST CORNER OF THE SOUTHWEST
 OM1317'1/4 OF SECTION 12, T11N, R13E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT
 OM1317'DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION
 OM1317'COORDINATES.
 OM1317'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY D
 OM1317'AND FOREST ROAD, GO EAST ON COUNTY TRUNK HIGHWAY D FOR 0.6 KM
 OM1317'(0.35 MI) TO THE STATION ON THE RIGHT.
 OM1317'STATION IS A BRASS DISK IN TOP ON A 45 CM ROUND CONCRETE MONUMENT
 OM1317'FLUSH WITH THE GROUND.  IT IS 12.5 M (41.0 FT) SOUTH FROM THE CENTER
 OM1317'OF COUNTY TRUNK HIGHWAY D, 12.8 M (42.0 FT) EAST FROM A FIELD
 OM1317'ENTRANCE, 8.5 M (27.9 FT) EAST FROM THE EAST END OF A CULVERT AND 0.4
 OM1317'M (1.3 FT) NORTH FROM A WHITE PLASTIC T-POST.
 OM1317
 OM1317                          STATION RECOVERY (2003)
 OM1317
 OM1317'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1317'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 OM1317'HIGHWAY 151  WITH COUNTY HIGHWAY DE ABOUT 3 MI SOUTHWEST OF THE CITY
 OM1317'OF BEAVER DAM, GO NORTH  ON COUNTY HIGHWAY DE FOR 0.9 MI TO COUNTY
 OM1317'HIGHWAY D, TURN LEFT ON COUNTY HIGHWAY D  AND GO WEST THEN SOUTHWEST
 OM1317'FOR 0.5 MI TO THE STATION OF THE LEFT.  THE STATION IS A  BRONZE DODGE
 OM1317'COUNTY GEODEDIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 OM1317'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 OM1317'12.3 M SOUTH OF  THE CENTERLINE OF COUNTY HIGHWAY D, 74 M WEST OF
 OM1317'TELEPHONE PEDISTAL --200--, 21.2 M  NORTHWEST OF TELEPHONE PEDISTAL
 OM1317'--1200 55--, 12 M EAST OF A FIELD ENTRANCE, AND 0.3 M  NORTH OF A
 OM1317'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 OM1317'OBSTRUCTIONS  EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 OM1317
 OM1317                          STATION RECOVERY (2007)
 OM1317
 OM1317'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM1317'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTHEAST,
 OM1317'1.0 M WEST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 OM1317'POSTS.  ---NOTE--- THERE IS NO WHITE PLASTIC WITHESS POST PRESENT.
 OM1317
 OM1317                          STATION RECOVERY (2016)
 OM1317
 OM1317'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 OM1317'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5352 ***********************************************************************
 DQ5352  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5352  DESIGNATION -  CALAMUS S GPS 2
 DQ5352  PID         -  DQ5352
 DQ5352  STATE/COUNTY-  WI/DODGE
 DQ5352  COUNTRY     -  US
 DQ5352  USGS QUAD   -  LOST LAKE (2018)
 DQ5352
 DQ5352                         *CURRENT SURVEY CONTROL
 DQ5352  ______________________________________________________________________
 DQ5352* NAD 83(2011) POSITION- 43 22 43.93602(N) 088 55 55.08339(W)   ADJUSTED
 DQ5352* NAD 83(2011) ELLIP HT-   236.111 (meters)        (09/21/17)   ADJUSTED
 DQ5352* NAD 83(2011) EPOCH   -  2010.00
 DQ5352* NAVD 88 ORTHO HEIGHT -   271.26  (meters)      890.0   (feet) GPS OBS
 DQ5352  ______________________________________________________________________
 DQ5352  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5352  GEOID HEIGHT    -        -35.143 (meters)                     GEOID12B
 DQ5352  GEOID HEIGHT    -        -35.148 (meters)                     GEOID18
 DQ5352  NAD 83(2011) X  -     86,549.586 (meters)                     COMP
 DQ5352  NAD 83(2011) Y  - -4,642,510.508 (meters)                     COMP
 DQ5352  NAD 83(2011) Z  -  4,358,352.365 (meters)                     COMP
 DQ5352  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 DQ5352
 DQ5352  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5352  Standards:
 DQ5352         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5352            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5352  -------------------------------------------------------------------
 DQ5352  NETWORK    0.53   0.86           0.25   0.17   0.44     -0.13344191
 DQ5352  -------------------------------------------------------------------
 DQ5352  Click here for local accuracies and other accuracy information.
 DQ5352
 DQ5352.The horizontal coordinates were established by GPS observations
 DQ5352.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DQ5352
 DQ5352.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5352.been affixed to the stable North American tectonic plate. See 
 DQ5352.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5352
 DQ5352.The horizontal coordinates are valid at the epoch date displayed above
 DQ5352.which is a decimal equivalence of Year/Month/Day.
 DQ5352
 DQ5352.The orthometric height was determined by GPS observations and a
 DQ5352.high-resolution geoid model using precise GPS observation and
 DQ5352.processing techniques.
 DQ5352
 DQ5352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5352.GEOID18 height accuracy estimate available here.
 DQ5352
 DQ5352.Click photographs - Photos may exist for this station.
 DQ5352
 DQ5352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5352
 DQ5352.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5352
 DQ5352.The ellipsoidal height was determined by GPS observations
 DQ5352.and is referenced to NAD 83.
 DQ5352
 DQ5352. The following values were computed from the NAD 83(2011) position.
 DQ5352
 DQ5352;                    North         East     Units Scale Factor Converg.
 DQ5352;SPC WI S     -   153,733.506   686,543.201   MT  0.99993262   +0 44 01.9
 DQ5352;SPC WI S     -   504,374.01  2,252,433.82   sFT  0.99993262   +0 44 01.9
 DQ5352;UTM  16      - 4,804,701.761   343,497.762   MT  0.99990129   -1 19 37.9
 DQ5352
 DQ5352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5352!SPC WI S     -   0.99996298  x   0.99993262  =   0.99989560
 DQ5352!UTM  16      -   0.99996298  x   0.99990129  =   0.99986427
 DQ5352
 DQ5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4349704701(NAD 83)
 DQ5352
 DQ5352                          SUPERSEDED SURVEY CONTROL
 DQ5352
 DQ5352.No superseded survey control is available for this station.
 DQ5352
 DQ5352_MARKER: DD = SURVEY DISK
 DQ5352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5352_STAMPING: CALAMUS S GPS 2 2007
 DQ5352_MARK LOGO: WIDT
 DQ5352_PROJECTION: FLUSH
 DQ5352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5352+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 DQ5352
 DQ5352  HISTORY     - Date     Condition        Report By
 DQ5352  HISTORY     - 2007     MONUMENTED       WIDT
 DQ5352  HISTORY     - 20160912 GOOD             WIDT
 DQ5352
 DQ5352                          STATION DESCRIPTION
 DQ5352
 DQ5352'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5352'THE STATION IS 7 MI (11.3 KM) SOUTHWEST OF BEAVER DAM, 6 MI (9.7 KM)
 DQ5352'EAST OF FALL RIVER AND 5 MI (8.0 KM) NORTHEAST OF COLUMBUS.
 DQ5352'
 DQ5352'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DQ5352'HIGHWAY 73 (EXIT 120) ABOUT 1.5 MI (2.4 KM) NORTHEAST OF THE CITY OF
 DQ5352'COLUMBUS, GO NORTHEAST ON US HIGHWAY 151 FOR 2.3 MI (3.7 KM) TO COUNTY
 DQ5352'HIGHWAY S ON THE RIGHT.  TURN RIGHT AND GO EAST ON COUNTY HIGHWAY S
 DQ5352'FOR 1.45 MI (2.33 KM) TO THE STATION ON THE RIGHT, ON TOP OF A HIGH
 DQ5352'RIGHT-OF-WAY BACK SLOPE, ACCESSIBLE BY FOUR WHEEL DRIVE VEHICLE BY WAY
 DQ5352'OF THE ADJACENT FIELD ENTRANCE.
 DQ5352'
 DQ5352'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5352'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 16 INCH (41
 DQ5352'CM) DIAMETER CONCRETE POST, ABOUT 4.5 M (14.8 FT) HIGHER THAN PAVEMENT
 DQ5352'GRADE.  THE STATION IS 29 M (95.1 FT) SOUTH OF THE CENTERLINE OF
 DQ5352'COUNTY HIGHWAY S, 76 M (249.3 FT) EAST OF A FIELD ENTRANCE, 76 M
 DQ5352'(249.3 FT) WEST OF A FIELD ENTRANCE, 1.8 M (5.9 FT) NORTH OF A YELLOW
 DQ5352'RIGHT-OF-WAY POST AND IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ5352'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DQ5352'
 DQ5352'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5352'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0682 ***********************************************************************
 NG0682  DESIGNATION -  CALEDONIA
 NG0682  PID         -  NG0682
 NG0682  STATE/COUNTY-  WI/RACINE
 NG0682  COUNTRY     -  US
 NG0682  USGS QUAD   -  FRANKSVILLE (2018)
 NG0682
 NG0682                         *CURRENT SURVEY CONTROL
 NG0682  ______________________________________________________________________
 NG0682* NAD 83(1991) POSITION- 42 45 40.32879(N) 087 56 46.30629(W)   ADJUSTED
 NG0682* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 NG0682  ______________________________________________________________________
 NG0682  GEOID HEIGHT    -        -34.755 (meters)                     GEOID18
 NG0682  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 NG0682  HORZ ORDER      -  SECOND
 NG0682
 NG0682.The horizontal coordinates were established by classical geodetic methods
 NG0682.and adjusted by the National Geodetic Survey in November 1991.
 NG0682
 NG0682.The orthometric height was scaled from a topographic map.
 NG0682
 NG0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0682.GEOID18 height accuracy estimate available here.
 NG0682
 NG0682.Click photographs - Photos may exist for this station.
 NG0682
 NG0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0682
 NG0682. The following values were computed from the NAD 83(1991) position.
 NG0682
 NG0682;                    North         East     Units Scale Factor Converg.
 NG0682;SPC WI S     -    86,633.292   768,098.302   MT  0.99999450   +1 24 40.2
 NG0682;SPC WI S     -   284,229.39  2,520,002.51   sFT  0.99999450   +1 24 40.2
 NG0682;UTM  16      - 4,734,731.342   422,578.837   MT  0.99967374   -0 38 32.8
 NG0682
 NG0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0682!SPC WI S     -   0.99996751  x   0.99999450  =   0.99996201
 NG0682!UTM  16      -   0.99996751  x   0.99967374  =   0.99964126
 NG0682
 NG0682:                Primary Azimuth Mark                     Grid Az
 NG0682:SPC WI S     -  CALEDONIA AZ MK 2                        045 11 25.5
 NG0682:UTM  16      -  CALEDONIA AZ MK 2                        047 14 38.5
 NG0682
 NG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2257834731(NAD 83)
 NG0682
 NG0682|---------------------------------------------------------------------|
 NG0682| PID    Reference Object                     Distance      Geod. Az  |
 NG0682|                                                           dddmmss.s |
 NG0682| CI9156 CALEDONIA RM 2                       27.119 METERS 00144     |
 NG0682| CI9154 CALEDONIA AZ MK                                    0463514.2 |
 NG0682| CI9155 CALEDONIA AZ MK 2                                  0463605.7 |
 NG0682| NG0686 FRANKSVILLE FRANKS KRAUT CO TK      APPROX. 2.7 KM 1060301.4 |
 NG0682| NG0662 STURTEVANT MUNICIPAL TANK           APPROX. 7.6 KM 1513455.4 |
 NG0682| CJ7904 CALEDONIA PP 1                      134.722 METERS 16835     |
 NG0682| CJ7905 CALEDONIA PP 2                       29.870 METERS 20723     |
 NG0682| NH0977 UNION GROVE MUNICIPAL TANK          APPROX.12.1 KM 2255541.1 |
 NG0682| NG0681 CALEDONIA RM 1                       26.629 METERS 28257     |
 NG0682| NG0684 CALEDONIA ST LOUIS CATH CH          APPROX. 5.1 KM 3593839.5 |
 NG0682|---------------------------------------------------------------------|
 NG0682
 NG0682                          SUPERSEDED SURVEY CONTROL
 NG0682
 NG0682  NAD 83(1986)-  42 45 40.31729(N)    087 56 46.32241(W) AD(       ) 2
 NG0682  NAD 27      -  42 45 40.24900(N)    087 56 46.03300(W) AD(       ) 2
 NG0682
 NG0682.Superseded values are not recommended for survey control.
 NG0682
 NG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0682.See file dsdata.pdf to determine how the superseded data were derived.
 NG0682
 NG0682_MARKER: DS = TRIANGULATION STATION DISK
 NG0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0682_STAMPING: CALEDONIA 1953
 NG0682_MARK LOGO: CGS
 NG0682_PROJECTION: FLUSH
 NG0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0682+STABILITY: SURFACE MOTION
 NG0682
 NG0682  HISTORY     - Date     Condition        Report By
 NG0682  HISTORY     - 1953     MONUMENTED       CGS
 NG0682  HISTORY     - 1957     GOOD             CGS
 NG0682  HISTORY     - 1971     GOOD             NGS
 NG0682
 NG0682                          STATION DESCRIPTION
 NG0682
 NG0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0682'THE STATION IS LOCATED IN THE EAST CENTRAL SECTION OF THE KILBOUR
 NG0682'COUNTRY CLUB GOLF COURSE ABOUT 8 MILES NORTHWEST OF RACINE AND ABOUT
 NG0682'1-1/2 MILE SOUTHEAST OF THOMPSONVILLE.
 NG0682'
 NG0682'THE STATION IS 40 FEET NORTHEAST OF THE NO. 6 GREEN AND 24 FEET WEST
 NG0682'OF A 36 INCH TREE AND WHITE WITNESS POST.  IT IS FLUSH AND THE DISK IS
 NG0682'STAMPED CALEDONIA 1953.
 NG0682'
 NG0682'REFERENCE MARK NO. 1 IS 37 FEET WEST OF A 6 INCH MAPLE TREE AND 25
 NG0682'FEET NORTH OF NO. 6 GREEN.  IT IS FLUSH AND THE DISK IS STAMPED
 NG0682'CALEDONIA NO 1 1953.
 NG0682'
 NG0682'REFERENCE MARK NO. 2 IS ON THE WEST EDGE OF THE FAIRWAY.  IT IS FLUSH
 NG0682'AND THE DISK IS STAMPED CALEDONIA NO 2 1953.
 NG0682'
 NG0682'AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 2
 NG0682'FEET EAST OF A POWER POLE AND WHITE WITNESS POST.  IT PROJECTS ABOUT 2
 NG0682'INCHES AND THE DISK IS STAMPED CALEDONIA 1953.
 NG0682'
 NG0682'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND COUNTY
 NG0682'HIGHWAY 5 IN THOMPSONVILLE, GO SOUTH ON HIGHWAY 41 FOR 1.0 MILE TO A
 NG0682'GRAVEL ROAD LEFT AT THE NORTHWEST CORNER OF A GOLF COURSE.  TURN LEFT
 NG0682'AND GO EAST FOR 0.4 MILE TO A LANE RIGHT JUST AFTER PASSING A GROVE OF
 NG0682'OAK TREES.* TURN RIGHT ON THE LANE AND GO ABOUT 0.25 MILE AND THEN
 NG0682'TURN SHARP RIGHT ACROSS GOLF COURSE TO NO. 6 GREEN AND THE STATION AS
 NG0682'DESCRIBED.
 NG0682'
 NG0682'*TO REACH THE AZIMUTH FROM THIS LANE, CONTINUE ON THE GRAVEL ROAD FOR
 NG0682'0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NG0682'
 NG0682'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NG0682
 NG0682                          STATION RECOVERY (1957)
 NG0682
 NG0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NG0682'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 NG0682'EXACTLY AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO
 NG0682'REFERENCE MARK 1 CHECKED BUT A DIFFERENCE OF 8 MILLIMETERS SHORTER WAS
 NG0682'FOUND IN THE DISTANCE.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 NG0682'CHECKED.  THE FRANKVILLE, FRANKS KRAUT COMPANY WATER TANK WHICH WAS
 NG0682'LISTED IN THE BOX OF THE 1953 DESCRIPTION IS NOT VISIBLE FROM THE
 NG0682'GROUND.  AN ADDITIONAL VISIBLE FROM THE GROUND OBJECT, THE FRANKVILLE,
 NG0682'PRESBYTERIAN CHURCH, SPIRE WAS OBSERVED UPON AT THIS TIME.
 NG0682
 NG0682                          STATION RECOVERY (1971)
 NG0682
 NG0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NG0682'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NG0682'THE AZIMUTH MARK WAS FOUND UPROOTED AND WAS RESET AND RESTAMPED AND
 NG0682'USED AS THE NEW AZIMUTH MARK.  THE DISTANCE AND DIRECTION TO THE
 NG0682'REFERENCE MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS-
 NG0682'
 NG0682'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF RACINE, ABOUT 1-1/2
 NG0682'MILES SOUTHEAST OF THOMPSONVILLE, 40 FEET NORTHEAST OF THE NO. 6 GREEN
 NG0682'OF THE SOUTH HILLS COUNTRY CLUB GOLF COURSE, 20 FEET NORTHEAST OF A 24
 NG0682'INCH ELM TREE, 32 FEET SOUTHEAST OF A 10 INCH MAPLE TREE, 51 FEET EAST
 NG0682'OF A 12 INCH MAPLE TREE AND NEAR THE SOUTHEAST EDGE OF THE NO. 6 TEE.
 NG0682'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CALEDONIA 1953.
 NG0682'
 NG0682'REFERENCE MARK NO. 1 IS 37 FEET WEST OF THE 12 INCH MAPLE TREE AND 25
 NG0682'FEET NORTH OF THE GREEN.  THE MONUMENT IS FLUSH AND THE DISK IS
 NG0682'STAMPED CALEDONIA NO 1 1953.
 NG0682'
 NG0682'REFERENCE MARK NO. 2 IS 32 FEET NORTHEAST OF AN 8 INCH MAPLE TREE AND
 NG0682'IN THE WEST EDGE OF THE FAIRWAY.  THE MONUMENT IS FLUSH AND THE DISK
 NG0682'IS STAMPED CALEDONIA NO 2 1953.
 NG0682'
 NG0682'THE AZIMUTH MARK IS 6 FEET EAST OF A POWER POLE, 1 FOOT WEST OF A
 NG0682'METAL WITNESS POST AND 26 FEET SOUTH OF THE CENTERLINE OF GOLF ROAD.
 NG0682'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CALEDONIA 1953
 NG0682'1971.
 NG0682'
 NG0682'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF GOLF ROAD, U.S.
 NG0682'HIGHWAY 41, INTERSTATE HIGHWAY 94 (AT THE NORTHWEST CORNER OF THE GOLF
 NG0682'COURSE), GO EAST ON GOLF ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 NG0682'RIGHT.
 NG0682'
 NG0682'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES WEST
 NG0682'OF FRANKSVILLE HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6060 ***********************************************************************
 DF6060  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6060  DESIGNATION -  CALEDONIA C GPS
 DF6060  PID         -  DF6060
 DF6060  STATE/COUNTY-  WI/WAUPACA
 DF6060  COUNTRY     -  US
 DF6060  USGS QUAD   -  READFIELD (2018)
 DF6060
 DF6060                         *CURRENT SURVEY CONTROL
 DF6060  ______________________________________________________________________
 DF6060* NAD 83(2011) POSITION- 44 16 57.56656(N) 088 48 34.26504(W)   ADJUSTED
 DF6060* NAD 83(2011) ELLIP HT-   204.542 (meters)        (06/27/12)   ADJUSTED
 DF6060* NAD 83(2011) EPOCH   -  2010.00
 DF6060* NAVD 88 ORTHO HEIGHT -   241.06  (meters)      790.9   (feet) GPS OBS
 DF6060  ______________________________________________________________________
 DF6060  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6060  GEOID HEIGHT    -        -36.518 (meters)                     GEOID12A
 DF6060  GEOID HEIGHT    -        -36.517 (meters)                     GEOID18
 DF6060  NAD 83(2011) X  -     95,025.753 (meters)                     COMP
 DF6060  NAD 83(2011) Y  - -4,572,762.433 (meters)                     COMP
 DF6060  NAD 83(2011) Z  -  4,430,773.162 (meters)                     COMP
 DF6060  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 DF6060
 DF6060  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6060  Standards:
 DF6060         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6060            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6060  -------------------------------------------------------------------
 DF6060  NETWORK    0.32   0.29           0.14   0.12   0.15      0.01580084
 DF6060  -------------------------------------------------------------------
 DF6060  Click here for local accuracies and other accuracy information.
 DF6060
 DF6060.The horizontal coordinates were established by GPS observations
 DF6060.and adjusted by the National Geodetic Survey in June 2012.
 DF6060
 DF6060.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6060.been affixed to the stable North American tectonic plate. See 
 DF6060.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6060
 DF6060.The horizontal coordinates are valid at the epoch date displayed above
 DF6060.which is a decimal equivalence of Year/Month/Day.
 DF6060
 DF6060.The orthometric height was determined by GPS observations and a
 DF6060.high-resolution geoid model using precise GPS observation and
 DF6060.processing techniques.
 DF6060
 DF6060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6060.GEOID18 height accuracy estimate available here.
 DF6060
 DF6060.Click photographs - Photos may exist for this station.
 DF6060
 DF6060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6060
 DF6060.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6060
 DF6060.The ellipsoidal height was determined by GPS observations
 DF6060.and is referenced to NAD 83.
 DF6060
 DF6060. The following values were computed from the NAD 83(2011) position.
 DF6060
 DF6060;                    North         East     Units Scale Factor Converg.
 DF6060;SPC WI C     -    50,624.692   695,025.573   MT  0.99999399   +0 50 23.9
 DF6060;SPC WI C     -   166,091.18  2,280,263.07   sFT  0.99999399   +0 50 23.9
 DF6060;UTM  16      - 4,904,859.924   355,613.380   MT  0.99985639   -1 15 49.0
 DF6060
 DF6060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6060!SPC WI C     -   0.99996793  x   0.99999399  =   0.99996192
 DF6060!UTM  16      -   0.99996793  x   0.99985639  =   0.99982432
 DF6060
 DF6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5561304859(NAD 83)
 DF6060
 DF6060                          SUPERSEDED SURVEY CONTROL
 DF6060
 DF6060  NAD 83(2007)-  44 16 57.56664(N)    088 48 34.26584(W) AD(2002.00) 0
 DF6060  ELLIP H (02/10/07)  204.580  (m)                       GP(2002.00)    
 DF6060  NAD 83(1997)-  44 16 57.56677(N)    088 48 34.26606(W) AD(       ) 1
 DF6060  ELLIP H (06/11/03)  204.583  (m)                       GP(       ) 3 1
 DF6060  NAVD 88 (06/11/03)  241.04   (m)  GEOID99  model used  GPS OBS        
 DF6060
 DF6060.Superseded values are not recommended for survey control.
 DF6060
 DF6060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6060.See file dsdata.pdf to determine how the superseded data were derived.
 DF6060
 DF6060_MARKER: DD = SURVEY DISK
 DF6060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6060_STAMPING: CALEDONIA C GPS 2001
 DF6060_MARK LOGO: WIDT
 DF6060_PROJECTION: FLUSH
 DF6060_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6060+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DF6060
 DF6060  HISTORY     - Date     Condition        Report By
 DF6060  HISTORY     - 2000     MONUMENTED       WIDT
 DF6060  HISTORY     - 20030702 GOOD             USPSQD
 DF6060  HISTORY     - 20050622 GOOD             WIDT
 DF6060
 DF6060                          STATION DESCRIPTION
 DF6060
 DF6060'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6060'THE STATION IS LOCATED ABOUT 31 KM WEST-NORTHWEST OF APPLETON, 13 KM
 DF6060'SOUTH-SOUTHWEST OF NEW LONDON AND 11 KM EAST-SOUTHEAST OF WEYAUWEGA.
 DF6060'OWNERSHIP--WAUPACA COUNTY.
 DF6060'
 DF6060'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DF6060'HIGHWAY W IN THE VILLAGE OF READFIELD, GO WEST ON COUNTY HIGHWAY H FOR
 DF6060'3.4 KM TO COUNTY HIGHWAY HH ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DF6060'COUNTY HIGHWAY HH FOR 0.1 KM TO THE STATION ON THE RIGHT.
 DF6060'
 DF6060'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6060'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6060'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF6060'THE ROAD PAVEMENT.
 DF6060'
 DF6060'THE STATION IS 6.3 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY HH, 49.0
 DF6060'M SOUTH-SOUTHEAST OF POWER POLE 96-04000 25K, 43 M SOUTH OF THE
 DF6060'CENTERLINE OF PRIVATE ENTRANCE N 1212, 38.3 M NORTHEAST OF POWER POLE
 DF6060'2463 WMPCO, 20.0 M SOUTHEAST OF WOOD POST FOR JCT CTH H SIGN, 1.0 M
 DF6060'WEST OF A WHITE PLASTIC WITNESS POST, 1.0 M SOUTH AND 1.0 M NORTH OF
 DF6060'TWO 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6060'
 DF6060'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF6060'HORIZON.
 DF6060
 DF6060                          STATION RECOVERY (2003)
 DF6060
 DF6060'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6060'RECOVERED IN GOOD CONDITION.
 DF6060
 DF6060                          STATION RECOVERY (2005)
 DF6060
 DF6060'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5596 ***********************************************************************
 DH5596  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5596  DESIGNATION -  CALEDONIA CENTRAL GPS
 DH5596  PID         -  DH5596
 DH5596  STATE/COUNTY-  WI/COLUMBIA
 DH5596  COUNTRY     -  US
 DH5596  USGS QUAD   -  DURWARDS GLEN (2018)
 DH5596
 DH5596                         *CURRENT SURVEY CONTROL
 DH5596  ______________________________________________________________________
 DH5596* NAD 83(2011) POSITION- 43 29 08.04726(N) 089 32 41.50411(W)   ADJUSTED
 DH5596* NAD 83(2011) ELLIP HT-   286.440 (meters)        (06/27/12)   ADJUSTED
 DH5596* NAD 83(2011) EPOCH   -  2010.00
 DH5596* NAVD 88 ORTHO HEIGHT -   321.77  (meters)     1055.7   (feet) GPS OBS
 DH5596  ______________________________________________________________________
 DH5596  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5596  GEOID HEIGHT    -        -35.325 (meters)                     GEOID12A
 DH5596  GEOID HEIGHT    -        -35.322 (meters)                     GEOID18
 DH5596  NAD 83(2011) X  -     36,820.059 (meters)                     COMP
 DH5596  NAD 83(2011) Y  - -4,635,057.443 (meters)                     COMP
 DH5596  NAD 83(2011) Z  -  4,366,995.715 (meters)                     COMP
 DH5596  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 DH5596
 DH5596  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5596  Standards:
 DH5596         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5596            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5596  -------------------------------------------------------------------
 DH5596  NETWORK    0.23   0.33           0.10   0.09   0.17      0.08322178
 DH5596  -------------------------------------------------------------------
 DH5596  Click here for local accuracies and other accuracy information.
 DH5596
 DH5596.The horizontal coordinates were established by GPS observations
 DH5596.and adjusted by the National Geodetic Survey in June 2012.
 DH5596
 DH5596.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5596.been affixed to the stable North American tectonic plate. See 
 DH5596.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5596
 DH5596.The horizontal coordinates are valid at the epoch date displayed above
 DH5596.which is a decimal equivalence of Year/Month/Day.
 DH5596
 DH5596.The orthometric height was determined by GPS observations and a
 DH5596.high-resolution geoid model using precise GPS observation and
 DH5596.processing techniques.
 DH5596
 DH5596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5596.GEOID18 height accuracy estimate available here.
 DH5596
 DH5596.Click photographs - Photos may exist for this station.
 DH5596
 DH5596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5596
 DH5596.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5596
 DH5596.The ellipsoidal height was determined by GPS observations
 DH5596.and is referenced to NAD 83.
 DH5596
 DH5596. The following values were computed from the NAD 83(2011) position.
 DH5596
 DH5596;                    North         East     Units Scale Factor Converg.
 DH5596;SPC WI S     -   165,133.174   636,816.169   MT  0.99993363   +0 18 45.8
 DH5596;SPC WI S     -   541,774.42  2,089,287.71   sFT  0.99993363   +0 18 45.8
 DH5596;UTM  16      - 4,817,884.831   294,209.645   MT  1.00012096   -1 45 06.9
 DH5596
 DH5596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5596!SPC WI S     -   0.99995508  x   0.99993363  =   0.99988872
 DH5596!UTM  16      -   0.99995508  x   1.00012096  =   1.00007604
 DH5596
 DH5596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9420917884(NAD 83)
 DH5596
 DH5596                          SUPERSEDED SURVEY CONTROL
 DH5596
 DH5596  NAD 83(2007)-  43 29 08.04730(N)    089 32 41.50494(W) AD(2002.00) 0
 DH5596  ELLIP H (02/10/07)  286.472  (m)                       GP(2002.00)    
 DH5596  NAD 83(1997)-  43 29 08.04721(N)    089 32 41.50530(W) AD(       ) 1
 DH5596  ELLIP H (08/01/05)  286.475  (m)                       GP(       ) 2 1
 DH5596  NAVD 88 (07/26/07)  321.75   (m)  GEOID03  model used  GPS OBS        
 DH5596
 DH5596.Superseded values are not recommended for survey control.
 DH5596
 DH5596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5596.See file dsdata.pdf to determine how the superseded data were derived.
 DH5596
 DH5596_MARKER: DD = SURVEY DISK
 DH5596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5596_STAMPING: CALEDONIA CENTRAL GPS 1994
 DH5596_MARK LOGO: WIDT
 DH5596_PROJECTION: PROJECTING 8 CENTIMETERS
 DH5596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5596+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DH5596
 DH5596  HISTORY     - Date     Condition        Report By
 DH5596  HISTORY     - 1994     MONUMENTED       WI-021
 DH5596  HISTORY     - 20030814 GOOD             WIDT
 DH5596  HISTORY     - 20080506 GOOD             WIDT
 DH5596
 DH5596                          STATION DESCRIPTION
 DH5596
 DH5596'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5596'OWNERSHIP--COLUMIBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5596'OF INTERSTATE  HIGHWAY 90 AND INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY
 DH5596'33 ABOUT 4 MI SOUTHWEST OF  THE CITY OF PORTAGE, GO SOUTHWEST ON STATE
 DH5596'HIGHWAY 33 FOR 0.9 MI TO COUNTY HIGHWAY W  ON THE LEFT, TURN LEFT AND
 DH5596'GO SOUTH ON COUNTY HIGHWAY W FOR 1.6 MI TO BEICH ROAD ON THE  LEFT,
 DH5596'CONTINUE WEST ON COUNTY HIGHWAY W FOR 0.3 MI TO THE STATION ON THE
 DH5596'RIGHT.  THE  STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5596'TRANSPORTATION GEODETIC CONTROL MARKER  DISK SET IN THE TOP OF A 45-CM
 DH5596'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY  PAVEMENT.  THE
 DH5596'STATION IS 9.4 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY W, 24.3 M
 DH5596'EAST-NORTHEAST OF A WOOD POST FOR A --CURVE 35 MPH-- SIGN, 16.6 M
 DH5596'WEST-NORTHWEST OF A  WOOD POST FOR A CULVERT, 2 M SOUTH OF A
 DH5596'CULTIVATED FIELD, AND 0.8 M EAST OF A WHITE  PLASTIC WITNESS POST.
 DH5596'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5596'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5596
 DH5596                          STATION RECOVERY (2008)
 DH5596
 DH5596'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5596'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 DH5596'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 DH5596'POSTS.  ---NOTE---THERE IS NO WHITE PLASTIC WITNESS POST PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4839 ***********************************************************************
 DG4839  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4839  DESIGNATION -  CALEDONIA E GPS
 DG4839  PID         -  DG4839
 DG4839  STATE/COUNTY-  WI/RACINE
 DG4839  COUNTRY     -  US
 DG4839  USGS QUAD   -  RACINE NORTH (2018)
 DG4839
 DG4839                         *CURRENT SURVEY CONTROL
 DG4839  ______________________________________________________________________
 DG4839* NAD 83(2011) POSITION- 42 48 51.58638(N) 087 51 00.61143(W)   ADJUSTED
 DG4839* NAD 83(2011) ELLIP HT-   179.299 (meters)        (06/27/12)   ADJUSTED
 DG4839* NAD 83(2011) EPOCH   -  2010.00
 DG4839* NAVD 88 ORTHO HEIGHT -   214.18  (meters)      702.7   (feet) GPS OBS
 DG4839  ______________________________________________________________________
 DG4839  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4839  GEOID HEIGHT    -        -34.878 (meters)                     GEOID12A
 DG4839  GEOID HEIGHT    -        -34.857 (meters)                     GEOID18
 DG4839  NAD 83(2011) X  -    175,789.814 (meters)                     COMP
 DG4839  NAD 83(2011) Y  - -4,682,829.129 (meters)                     COMP
 DG4839  NAD 83(2011) Z  -  4,312,515.726 (meters)                     COMP
 DG4839  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 DG4839
 DG4839  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4839  Standards:
 DG4839         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4839            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4839  -------------------------------------------------------------------
 DG4839  NETWORK    0.37   0.47           0.17   0.13   0.24      0.00691074
 DG4839  -------------------------------------------------------------------
 DG4839  Click here for local accuracies and other accuracy information.
 DG4839
 DG4839.The horizontal coordinates were established by GPS observations
 DG4839.and adjusted by the National Geodetic Survey in June 2012.
 DG4839
 DG4839.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4839.been affixed to the stable North American tectonic plate. See 
 DG4839.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4839
 DG4839.The horizontal coordinates are valid at the epoch date displayed above
 DG4839.which is a decimal equivalence of Year/Month/Day.
 DG4839
 DG4839.The orthometric height was determined by GPS observations and a
 DG4839.high-resolution geoid model using precise GPS observation and
 DG4839.processing techniques.
 DG4839
 DG4839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4839.GEOID18 height accuracy estimate available here.
 DG4839
 DG4839.Click photographs - Photos may exist for this station.
 DG4839
 DG4839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4839
 DG4839.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4839
 DG4839.The ellipsoidal height was determined by GPS observations
 DG4839.and is referenced to NAD 83.
 DG4839
 DG4839. The following values were computed from the NAD 83(2011) position.
 DG4839
 DG4839;                    North         East     Units Scale Factor Converg.
 DG4839;SPC WI S     -    92,731.186   775,803.959   MT  0.99998465   +1 28 37.8
 DG4839;SPC WI S     -   304,235.57  2,545,283.49   sFT  0.99998465   +1 28 37.8
 DG4839;UTM  16      - 4,740,547.214   430,495.574   MT  0.99965943   -0 34 40.2
 DG4839
 DG4839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4839!SPC WI S     -   0.99997188  x   0.99998465  =   0.99995653
 DG4839!UTM  16      -   0.99997188  x   0.99965943  =   0.99963132
 DG4839
 DG4839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3049540547(NAD 83)
 DG4839
 DG4839                          SUPERSEDED SURVEY CONTROL
 DG4839
 DG4839  NAD 83(2007)-  42 48 51.58624(N)    087 51 00.61224(W) AD(2002.00) 0
 DG4839  ELLIP H (02/10/07)  179.329  (m)                       GP(2002.00)    
 DG4839  NAD 83(1997)-  42 48 51.58643(N)    087 51 00.61243(W) AD(       ) 1
 DG4839  ELLIP H (04/02/04)  179.338  (m)                       GP(       ) 4 1
 DG4839  NAVD 88 (07/26/07)  214.16   (m)  UNKNOWN  model used  GPS OBS        
 DG4839  NAVD 88 (04/02/04)  214.18   (m)  GEOID03  model used  GPS OBS        
 DG4839
 DG4839.Superseded values are not recommended for survey control.
 DG4839
 DG4839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4839.See file dsdata.pdf to determine how the superseded data were derived.
 DG4839
 DG4839_MARKER: DD = SURVEY DISK
 DG4839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4839_STAMPING: CALEDONIA E GPS 2002
 DG4839_MARK LOGO: WIDT
 DG4839_PROJECTION: FLUSH
 DG4839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4839+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 DG4839
 DG4839  HISTORY     - Date     Condition        Report By
 DG4839  HISTORY     - 20010730 MONUMENTED       WIDT
 DG4839  HISTORY     - 20080612 GOOD             WIDT
 DG4839  HISTORY     - 20101101 GOOD             JCLS
 DG4839
 DG4839                          STATION DESCRIPTION
 DG4839
 DG4839'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4839'THE STATION IS LOCATED ABOUT 11 KM NORTHWEST OF RACINE AND 7 KM EAST
 DG4839'OF CALEDONIA. OWNERSHIP--TOWNSHIP OF CALEDONIA.  TO REACH THE STATION
 DG4839'FROM THE JUNCTION OF STATE HIGHWAY 31 WITH STATE HIGHWAY 32 ABOUT 11
 DG4839'KM NORTHWEST OF RACINE, GO SOUTH ON STATE HIGHWAY 31 FOR 0.16 KM TO
 DG4839'COUNTY HIGHWAY G, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY G FOR 0.11
 DG4839'KM TO BOTTING ROAD, TURN RIGHT AND THE STATION ON THE RIGHT. THE
 DG4839'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DG4839'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM ROUND CONCRETE
 DG4839'POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DG4839'THE STATION IS 10.0 M EAST OF THE CENTERLINE OF BOTTING ROAD, 75 M
 DG4839'NORTH OF CENTERLINE OF COUNTY HIGHWAY G, 22.9 M NORTHEAST OF POWER
 DG4839'POLE --E57-11727--, AND 5 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE
 DG4839'STATION IS 1.O M NORTH, 1.0 M SOUTH AND 0.5 M EAST OF THREE  ORANGE
 DG4839'4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DG4839'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DG4839
 DG4839                          STATION RECOVERY (2008)
 DG4839
 DG4839'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DG4839'RECOVERED IN GOOD CONDITION.  REPLACED THREE BROKEN GUARD POSTS.  THE
 DG4839'STATION IS 1.0 M EAST, 1.0 M NORTHWEST, AND 1.0 M SOUTHWEST OF THREE
 DG4839'4X4 ORANGE PLASTIC GUARD POSTS.
 DG4839
 DG4839                          STATION RECOVERY (2010)
 DG4839
 DG4839'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DG4839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9497 ***********************************************************************
 DF9497  DESIGNATION -  CALEDONIA GPS
 DF9497  PID         -  DF9497
 DF9497  STATE/COUNTY-  WI/RACINE
 DF9497  COUNTRY     -  US
 DF9497  USGS QUAD   -  FRANKSVILLE (2018)
 DF9497
 DF9497                         *CURRENT SURVEY CONTROL
 DF9497  ______________________________________________________________________
 DF9497* NAD 83(2011) POSITION- 42 49 42.83041(N) 087 54 52.37917(W)   ADJUSTED
 DF9497* NAD 83(2011) ELLIP HT-   172.467 (meters)        (06/27/12)   ADJUSTED
 DF9497* NAD 83(2011) EPOCH   -  2010.00
 DF9497* NAVD 88 ORTHO HEIGHT -   207.305 (meters)      680.13  (feet) ADJUSTED
 DF9497  ______________________________________________________________________
 DF9497  GEOID HEIGHT    -        -34.837 (meters)                     GEOID18
 DF9497  NAD 83(2011) X  -    170,488.586 (meters)                     COMP
 DF9497  NAD 83(2011) Y  - -4,681,944.540 (meters)                     COMP
 DF9497  NAD 83(2011) Z  -  4,313,670.956 (meters)                     COMP
 DF9497  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 DF9497  DYNAMIC HEIGHT  -        207.247 (meters)      679.94  (feet) COMP
 DF9497  MODELED GRAVITY -    980,334.3   (mgal)                       NAVD 88
 DF9497
 DF9497  VERT ORDER      -  SECOND    CLASS I
 DF9497
 DF9497  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9497  Standards:
 DF9497         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9497            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9497  -------------------------------------------------------------------
 DF9497  NETWORK    0.25   0.31           0.11   0.09   0.16     -0.00062467
 DF9497  -------------------------------------------------------------------
 DF9497  Click here for local accuracies and other accuracy information.
 DF9497
 DF9497.The horizontal coordinates were established by GPS observations
 DF9497.and adjusted by the National Geodetic Survey in June 2012.
 DF9497
 DF9497.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9497.been affixed to the stable North American tectonic plate. See 
 DF9497.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9497
 DF9497.The horizontal coordinates are valid at the epoch date displayed above
 DF9497.which is a decimal equivalence of Year/Month/Day.
 DF9497
 DF9497.The orthometric height was determined by differential leveling and
 DF9497.adjusted by the WI DEPT OF TRANSP
 DF9497.in May 2012.
 DF9497
 DF9497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9497.GEOID18 height accuracy estimate available here.
 DF9497
 DF9497.Click photographs - Photos may exist for this station.
 DF9497
 DF9497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9497
 DF9497.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9497
 DF9497.The ellipsoidal height was determined by GPS observations
 DF9497.and is referenced to NAD 83.
 DF9497
 DF9497.The dynamic height is computed by dividing the NAVD 88
 DF9497.geopotential number by the normal gravity value computed on the
 DF9497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9497.degrees latitude (g = 980.6199 gals.).
 DF9497
 DF9497.The modeled gravity was interpolated from observed gravity values.
 DF9497
 DF9497. The following values were computed from the NAD 83(2011) position.
 DF9497
 DF9497;                    North         East     Units Scale Factor Converg.
 DF9497;SPC WI S     -    94,178.261   770,500.815   MT  0.99998216   +1 25 58.5
 DF9497;SPC WI S     -   308,983.18  2,527,884.76   sFT  0.99998216   +1 25 58.5
 DF9497;UTM  16      - 4,742,182.984   425,249.402   MT  0.99966874   -0 37 18.3
 DF9497
 DF9497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9497!SPC WI S     -   0.99997295  x   0.99998216  =   0.99995511
 DF9497!UTM  16      -   0.99997295  x   0.99966874  =   0.99964170
 DF9497
 DF9497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2524942182(NAD 83)
 DF9497
 DF9497                          SUPERSEDED SURVEY CONTROL
 DF9497
 DF9497  NAD 83(2007)-  42 49 42.83042(N)    087 54 52.37997(W) AD(2002.00) 0
 DF9497  ELLIP H (02/10/07)  172.498  (m)                       GP(2002.00)    
 DF9497  NAD 83(1997)-  42 49 42.83049(N)    087 54 52.38009(W) AD(       ) B
 DF9497  ELLIP H (04/02/04)  172.504  (m)                       GP(       ) 3 1
 DF9497  NAVD 88             207.28   (m)          680.1    (f) LEVELING    3  
 DF9497  NAVD 88 (04/20/07)  207.283  (m)          680.06   (f) SUPERSEDED  2 1
 DF9497  NAVD 88             207.31   (m)          680.1    (f) LEVELING    3  
 DF9497  NAVD 88 (02/25/04)  207.305  (m)          680.13   (f) SUPERSEDED  2 1
 DF9497
 DF9497.Superseded values are not recommended for survey control.
 DF9497
 DF9497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9497.See file dsdata.pdf to determine how the superseded data were derived.
 DF9497
 DF9497_MARKER: DD = SURVEY DISK
 DF9497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9497_STAMPING: CALEDONIA GPS 2002
 DF9497_MARK LOGO: WIDT
 DF9497_PROJECTION: FLUSH
 DF9497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9497+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2013
 DF9497
 DF9497  HISTORY     - Date     Condition        Report By
 DF9497  HISTORY     - 2001     MONUMENTED       WIDT
 DF9497  HISTORY     - 20080612 GOOD             WIDT
 DF9497  HISTORY     - 20131211 GOOD             GEOSPC
 DF9497
 DF9497                          STATION DESCRIPTION
 DF9497
 DF9497'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9497'THE STATION IS LOCATED ABOUT 24 KM SOUTH OF MILWAUKEE, 15 KM
 DF9497'NORTHWEST OF RACINE AND 12 KM SOUTHEAST OF FRANKLIN.
 DF9497'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9497'STATION FROM THE JUNCTION OF STATE HIGHWAY 31 WITH STATE HIGHWAY 32
 DF9497'ABOUT 15 KM NORTHWEST OF RACINE, GO SOUTH ON STATE HIGHWAY 31 FOR 0.2
 DF9497'KM TO COUNTY HIGHWAY G, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY G
 DF9497'FOR 3.3 KM TO STATE HIGHWAY 38, CONTINUE WEST ON STATE HIGHWAY 38 FOR
 DF9497'3.1 KM TO COUNTY HIGHWAY H ON THE LEFT, TURN RIGHT AND GO NORTH ON
 DF9497'STATE HIGHWAY 38 FOR 1.0 KM TO FOREST HILLS ROAD ON THE RIGHT,
 DF9497'CONTINUE NORTH ON STATE HIGHWAY 38 FOR 0.4 KM TO THE STATION ON THE
 DF9497'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9497'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9497'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT LEVEL WITH
 DF9497'THE HIGHWAY PAVEMENT.  THE STATION IS 18.0 M WEST OF THE CENTERLINE
 DF9497'OF STATE HIGHWAY 38, 51.4 M SOUTH OF THE CENTERLINE OF 7 MILE ROAD,
 DF9497'AND 28 M NORTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --7921
 DF9497'STATE HIGHWAY 38--. ---NOTE---THE STATION IS EAST, WEST AND NORTH OF
 DF9497'THREE ORANGE 4X4 PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS
 DF9497'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9497'HORIZON.
 DF9497
 DF9497                          STATION RECOVERY (2008)
 DF9497
 DF9497'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DF9497'RECOVERED IN GOOD CONDITION.  REPLACED TWO BROKEN GUARD POSTS.  THE
 DF9497'STATION IS 1.0 M NORTH, 1.0 M EAST, AND 1.0 M WEST OF THREE 4X4 ORANGE
 DF9497'PLASTIC GUARD POSTS.
 DF9497
 DF9497                          STATION RECOVERY (2013)
 DF9497
 DF9497'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2013 (DJH)
 DF9497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5595 ***********************************************************************
 DH5595  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5595  DESIGNATION -  CALEDONIA N GPS
 DH5595  PID         -  DH5595
 DH5595  STATE/COUNTY-  WI/COLUMBIA
 DH5595  COUNTRY     -  US
 DH5595  USGS QUAD   -  POYNETTE (2018)
 DH5595
 DH5595                         *CURRENT SURVEY CONTROL
 DH5595  ______________________________________________________________________
 DH5595* NAD 83(2011) POSITION- 43 29 46.73839(N) 089 28 58.60415(W)   ADJUSTED
 DH5595* NAD 83(2011) ELLIP HT-   210.828 (meters)        (06/27/12)   ADJUSTED
 DH5595* NAD 83(2011) EPOCH   -  2010.00
 DH5595* NAVD 88 ORTHO HEIGHT -   246.21  (meters)      807.8   (feet) GPS OBS
 DH5595  ______________________________________________________________________
 DH5595  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5595  GEOID HEIGHT    -        -35.384 (meters)                     GEOID12A
 DH5595  GEOID HEIGHT    -        -35.384 (meters)                     GEOID18
 DH5595  NAD 83(2011) X  -     41,820.997 (meters)                     COMP
 DH5595  NAD 83(2011) Y  - -4,634,138.285 (meters)                     COMP
 DH5595  NAD 83(2011) Z  -  4,367,809.991 (meters)                     COMP
 DH5595  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 DH5595
 DH5595  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5595  Standards:
 DH5595         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5595            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5595  -------------------------------------------------------------------
 DH5595  NETWORK    0.27   0.41           0.12   0.10   0.21      0.11818897
 DH5595  -------------------------------------------------------------------
 DH5595  Click here for local accuracies and other accuracy information.
 DH5595
 DH5595.The horizontal coordinates were established by GPS observations
 DH5595.and adjusted by the National Geodetic Survey in June 2012.
 DH5595
 DH5595.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5595.been affixed to the stable North American tectonic plate. See 
 DH5595.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5595
 DH5595.The horizontal coordinates are valid at the epoch date displayed above
 DH5595.which is a decimal equivalence of Year/Month/Day.
 DH5595
 DH5595.The orthometric height was determined by GPS observations and a
 DH5595.high-resolution geoid model using precise GPS observation and
 DH5595.processing techniques.
 DH5595
 DH5595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5595.GEOID18 height accuracy estimate available here.
 DH5595
 DH5595.Click photographs - Photos may exist for this station.
 DH5595
 DH5595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5595
 DH5595.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5595
 DH5595.The ellipsoidal height was determined by GPS observations
 DH5595.and is referenced to NAD 83.
 DH5595
 DH5595. The following values were computed from the NAD 83(2011) position.
 DH5595
 DH5595;                    North         East     Units Scale Factor Converg.
 DH5595;SPC WI S     -   166,356.344   641,817.153   MT  0.99993392   +0 21 19.0
 DH5595;SPC WI S     -   545,787.44  2,105,695.11   sFT  0.99993392   +0 21 19.0
 DH5595;UTM  16      - 4,818,927.209   299,252.332   MT  1.00009573   -1 42 34.6
 DH5595
 DH5595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5595!SPC WI S     -   0.99996694  x   0.99993392  =   0.99990086
 DH5595!UTM  16      -   0.99996694  x   1.00009573  =   1.00006267
 DH5595
 DH5595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9925218927(NAD 83)
 DH5595
 DH5595                          SUPERSEDED SURVEY CONTROL
 DH5595
 DH5595  NAD 83(2007)-  43 29 46.73843(N)    089 28 58.60499(W) AD(2002.00) 0
 DH5595  ELLIP H (02/10/07)  210.861  (m)                       GP(2002.00)    
 DH5595  NAD 83(1997)-  43 29 46.73831(N)    089 28 58.60533(W) AD(       ) 1
 DH5595  ELLIP H (08/01/05)  210.865  (m)                       GP(       ) 2 1
 DH5595  NAVD 88 (07/26/07)  246.20   (m)  GEOID03  model used  GPS OBS        
 DH5595
 DH5595.Superseded values are not recommended for survey control.
 DH5595
 DH5595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5595.See file dsdata.pdf to determine how the superseded data were derived.
 DH5595
 DH5595_MARKER: DD = SURVEY DISK
 DH5595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5595_STAMPING: CALEDONIA N GPS 1994
 DH5595_MARK LOGO: WIDT
 DH5595_PROJECTION: FLUSH
 DH5595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5595+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DH5595
 DH5595  HISTORY     - Date     Condition        Report By
 DH5595  HISTORY     - 1994     MONUMENTED       WI-021
 DH5595  HISTORY     - 20030814 GOOD             WIDT
 DH5595  HISTORY     - 20080506 GOOD             WIDT
 DH5595
 DH5595                          STATION DESCRIPTION
 DH5595
 DH5595'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5595'OWNERSHIP--TOWN OF CALEDONIA.  TO REACH THE STATION FROM THE JUNCTION
 DH5595'OF INTERSTATE  HIGHWAY 39 WITH STATE HIGHWAY 33 ABOUT 2 MI SOUTHWEST
 DH5595'OF THE CITY OF PORTAGE, GO EAST  ON STATE HIGHWAY 33 FOR 0.2 MI TO
 DH5595'COUNTY HIGHWAY U, TURN RIGHT AND GO SOUTH ON COUNTY  HIGHWAY U FOR 1.9
 DH5595'MI TO CASCADE MOUNTAIN ROAD ON THE RIGHT, TURN RIGHT AND GO  SOUTHWEST
 DH5595'ON CASCADE MOUNTAIN ROAD FOR 0.3 MI TO THE STATION ON THE LEFT.  THE
 DH5595'STATION  IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5595'CONTROL MARKER DISK SET  IN THE TOP OF A 45-CM DIAMETER CONCRETE POST
 DH5595'ABOUT LEVEL WITH THE ROAD PAVEMENT.   THE  STATION IS 7.5 M SOUTH OF
 DH5595'THE CENTERLINE OF CASCADE MOUNTAIN ROAD, 30 M EAST OF A WOOD  POST FOR
 DH5595'AN --I 39 N-- SIGN, 1.4 M SOUTH OF THE HIGHWAY GUARDRAIL, AND 2 M
 DH5595'NORTH OF A WHITE  PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5595'VISIBLE OBSTRUCTIONS EXTENDING HIGHER  THAN 10 DEGREES ABOVE THE
 DH5595'HORIZON.
 DH5595
 DH5595                          STATION RECOVERY (2008)
 DH5595
 DH5595'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5595'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 M NORTH OF A
 DH5595'WHITE PLASTIC WITNESS POST AND 1.0 M NORTH, 1.0 M SOUTHWEST, AND 1.0 M
 DH5595'SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0681 ***********************************************************************
 NG0681  DESIGNATION -  CALEDONIA RM 1
 NG0681  PID         -  NG0681
 NG0681  STATE/COUNTY-  WI/RACINE
 NG0681  COUNTRY     -  US
 NG0681  USGS QUAD   -  FRANKSVILLE (2018)
 NG0681
 NG0681                         *CURRENT SURVEY CONTROL
 NG0681  ______________________________________________________________________
 NG0681* NAD 83(1991) POSITION- 42 45 40.52209(N) 087 56 47.44767(W)   ADJUSTED
 NG0681* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 NG0681  ______________________________________________________________________
 NG0681  GEOID HEIGHT    -        -34.755 (meters)                     GEOID18
 NG0681  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 NG0681  HORZ ORDER      -  SECOND
 NG0681
 NG0681.The horizontal coordinates were established by classical geodetic methods
 NG0681.and adjusted by the National Geodetic Survey in November 1991.
 NG0681
 NG0681.The orthometric height was scaled from a topographic map.
 NG0681
 NG0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0681.GEOID18 height accuracy estimate available here.
 NG0681
 NG0681.Click photographs - Photos may exist for this station.
 NG0681
 NG0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0681
 NG0681. The following values were computed from the NAD 83(1991) position.
 NG0681
 NG0681;                    North         East     Units Scale Factor Converg.
 NG0681;SPC WI S     -    86,638.615   768,072.210   MT  0.99999449   +1 24 39.4
 NG0681;SPC WI S     -   284,246.86  2,519,916.91   sFT  0.99999449   +1 24 39.4
 NG0681;UTM  16      - 4,734,737.595   422,552.961   MT  0.99967379   -0 38 33.6
 NG0681
 NG0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0681!SPC WI S     -   0.99996751  x   0.99999449  =   0.99996200
 NG0681!UTM  16      -   0.99996751  x   0.99967379  =   0.99964131
 NG0681
 NG0681:                Primary Azimuth Mark                     Grid Az
 NG0681:SPC WI S     -  CALEDONIA AZ MK 2                        047 53 20.6
 NG0681:UTM  16      -  CALEDONIA AZ MK 2                        049 56 33.6
 NG0681
 NG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2255234737(NAD 83)
 NG0681
 NG0681|---------------------------------------------------------------------|
 NG0681| PID    Reference Object                     Distance      Geod. Az  |
 NG0681|                                                           dddmmss.s |
 NG0681| CI9154 CALEDONIA AZ MK                                    0491717.1 |
 NG0681| CI9155 CALEDONIA AZ MK 2                                  0491800.0 |
 NG0681| CI9156 CALEDONIA RM 2                       34.135 METERS 05141     |
 NG0681| NG0682 CALEDONIA                            26.629 METERS 10257     |
 NG0681| NG0662 STURTEVANT MUNICIPAL TANK           APPROX. 7.6 KM 1512552.8 |
 NG0681|---------------------------------------------------------------------|
 NG0681
 NG0681                          SUPERSEDED SURVEY CONTROL
 NG0681
 NG0681  NAD 83(1986)-  42 45 40.51064(N)    087 56 47.46405(W) AD(       ) 2
 NG0681  NAD 27      -  42 45 40.44220(N)    087 56 47.17420(W) AD(       ) 2
 NG0681
 NG0681.Superseded values are not recommended for survey control.
 NG0681
 NG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0681.See file dsdata.pdf to determine how the superseded data were derived.
 NG0681
 NG0681_MARKER: DR = REFERENCE MARK DISK
 NG0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0681_STAMPING: CALEDONIA NO 1 1953
 NG0681_MARK LOGO: CGS
 NG0681_PROJECTION: FLUSH
 NG0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0681+STABILITY: SURFACE MOTION
 NG0681
 NG0681  HISTORY     - Date     Condition        Report By
 NG0681  HISTORY     - 1953     MONUMENTED       CGS
 NG0681  HISTORY     - 1957     GOOD             CGS
 NG0681  HISTORY     - 1971     GOOD             NGS
 NG0681  HISTORY     - 1971     GOOD             LOCENG
 NG0681
 NG0681                          STATION DESCRIPTION
 NG0681
 NG0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NG0681'THE MARK IS LOCATED IN THE EAST CENTRAL SECTION OF KILBOUR COUNTRY
 NG0681'CLUB GOLF COURSE, ABOUT 8 MILES NORTHWEST OF RACINE AND 1-1/2 MILES
 NG0681'SOUTHEAST OF THOMPSONVILLE.
 NG0681'
 NG0681'THE MARK IS 37 FEET WEST OF A 6 INCH MAPLE TREE AND 25 FEET NORTH OF
 NG0681'GREEN NO. 6.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CALEDONIA
 NG0681'NO 1 1953.
 NG0681'
 NG0681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND COUNTY
 NG0681'HIGHWAY K IN THOMPSONVILLE, GO SOUTH ON HIGHWAY 41 FOR 1.0 MILE TO A
 NG0681'SIDE ROAD LEFT AT THE NORTHWEST CORNER OF THE GOLF COURSE.  TURN LEFT
 NG0681'AND GO EAST ON A GRAVELED ROAD FOR 0.4 MILE TO A LANE ON THE RIGHT,
 NG0681'JUST AFTER PASSING A GROVE OF TREES ON THE RIGHT*.  TURN RIGHT ON THE
 NG0681'LANE AND GO SOUTH FOR ABOUT 0.25 MILE.  TURN SHARP RIGHT ACROSS THE
 NG0681'GOLF COURSE FOR ABOUT 0.1 MILE TO THE HIGHEST POINT AND THE STATION.
 NG0681'
 NG0681'*TO REACH THE AZIMUTH MARK FROM THIS LANE, CONTINUE EAST ON THE
 NG0681'GRAVELED ROAD FOR 0.2 MILE TO THE TOP OF THE GRADE AND THE MARK ON THE
 NG0681'RIGHT.
 NG0681'
 NG0681'CALEDONIA 1953 IS 40 FEET NORTHEAST OF GREEN NO. 6, 24 FEET WEST OF A
 NG0681'36 INCH ELM TREE AND A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND
 NG0681'THE DISK IS STAMPED CALEDONIA 1953.
 NG0681'
 NG0681'REFERENCE MARK NO. 2 IS ON THE WEST EDGE OF THE FAIRWAY.  THE MONUMENT
 NG0681'IS FLUSH AND THE DISK IS STAMPED CALEDONIA NO 2 1953.
 NG0681'
 NG0681'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5
 NG0681'FEET EAST OF A POWER LINE POLE AND 2 FEET EAST OF A WHITE WITNESS
 NG0681'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NG0681'CALEDONIA 1953.
 NG0681'
 NG0681'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NG0681
 NG0681                          STATION RECOVERY (1971)
 NG0681
 NG0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NG0681'THE STATION MARK, REFERENCE MARK 2 AND CALEDONIA 1953 WERE FOUND IN
 NG0681'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND UPROOTED.  A NEW AZIMUTH
 NG0681'MARK WAS SET.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARK AND
 NG0681'CALEDONIA 1953 CHECKED.  A NEW DESCRIPTION FOLLOWS-
 NG0681'
 NG0681'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF STUTERVANT, NEAR THE
 NG0681'NO. 6 HOLE OF THE SOUTH HILLS COUNTRY CLUB GOLF COURSE, 25 FEET NORTH
 NG0681'OF THE NORTH EDGE OF THE GREEN, 36 FEET WEST OF A 10 INCH MAPLE TREE
 NG0681'AND 76 FEET WEST-NORTHWEST OF A 24 INCH ELM TREE.  THE MONUMENT IS
 NG0681'FLUSH AND THE DISK IS STAMPED CALEDONIA NO 1 1953.
 NG0681'
 NG0681'REFERENCE MARK NO. 2 IS 32 FEET NORTHEAST OF AN 8 INCH MAPLE TREE AND
 NG0681'ALONG THE WEST SIDE OF FAIRWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 NG0681'STAMPED CALEDONIA NO 2 1953.
 NG0681'
 NG0681'CALEDONIA 1953 IS 25 FEET NORTHWEST OF A 36 INCH OAK TREE, 20 FEET
 NG0681'NORTHEAST OF A 24 INCH ELM TREE, 51 FEET EAST OF THE 8 INCH MAPLE TREE
 NG0681'AND ABOUT 40 FEET NORTHEAST OF THE GREEN.  THE MONUMENT IS FLUSH AND
 NG0681'THE DISK IS STAMPED CALEDONIA 1953.
 NG0681'
 NG0681'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTERLINE OF GOLF ROAD, 6
 NG0681'FEET EAST OF A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 NG0681'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CALEDONIA 1953
 NG0681'1971.
 NG0681'
 NG0681'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41,
 NG0681'INTERSTATE HIGHWAY 94 AND GOLF ROAD (AT THE NORTHWEST CORNER OF THE
 NG0681'GOLF COURSE), GO EAST ON GOLF ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON
 NG0681'THE RIGHT.
 NG0681'
 NG0681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1-1/2 MILES
 NG0681'SOUTHEAST OF THOMPSONVILLE
 NG0681'
 NG0681'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 NG0681
 NG0681                          STATION RECOVERY (1971)
 NG0681
 NG0681'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (GME)
 NG0681'RECOVERED BY NIELSON-MADSEN.  REFERENCE MARK NO. 1 RECOVERED IN GOOD
 NG0681'CONDITION.  REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION.  AZIMUTH
 NG0681'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5701 ***********************************************************************
 DH5701  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5701  DESIGNATION -  CALEDONIA S GPS AZ MK
 DH5701  PID         -  DH5701
 DH5701  STATE/COUNTY-  WI/COLUMBIA
 DH5701  COUNTRY     -  US
 DH5701  USGS QUAD   -  DURWARDS GLEN (2018)
 DH5701
 DH5701                         *CURRENT SURVEY CONTROL
 DH5701  ______________________________________________________________________
 DH5701* NAD 83(2011) POSITION- 43 26 01.91527(N) 089 34 25.79929(W)   ADJUSTED
 DH5701* NAD 83(2011) ELLIP HT-   233.008 (meters)        (06/27/12)   ADJUSTED
 DH5701* NAD 83(2011) EPOCH   -  2010.00
 DH5701* NAVD 88 ORTHO HEIGHT -   268.19  (meters)      879.9   (feet) GPS OBS
 DH5701  ______________________________________________________________________
 DH5701  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5701  GEOID HEIGHT    -        -35.181 (meters)                     GEOID12A
 DH5701  GEOID HEIGHT    -        -35.176 (meters)                     GEOID18
 DH5701  NAD 83(2011) X  -     34,505.498 (meters)                     COMP
 DH5701  NAD 83(2011) Y  - -4,638,987.941 (meters)                     COMP
 DH5701  NAD 83(2011) Z  -  4,362,789.225 (meters)                     COMP
 DH5701  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 DH5701
 DH5701  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5701  Standards:
 DH5701         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5701            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5701  -------------------------------------------------------------------
 DH5701  NETWORK    0.26   0.39           0.11   0.10   0.20      0.06795528
 DH5701  -------------------------------------------------------------------
 DH5701  Click here for local accuracies and other accuracy information.
 DH5701
 DH5701.The horizontal coordinates were established by GPS observations
 DH5701.and adjusted by the National Geodetic Survey in June 2012.
 DH5701
 DH5701.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5701.been affixed to the stable North American tectonic plate. See 
 DH5701.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5701
 DH5701.The horizontal coordinates are valid at the epoch date displayed above
 DH5701.which is a decimal equivalence of Year/Month/Day.
 DH5701
 DH5701.The orthometric height was determined by GPS observations and a
 DH5701.high-resolution geoid model using precise GPS observation and
 DH5701.processing techniques.
 DH5701
 DH5701.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5701.GEOID18 height accuracy estimate available here.
 DH5701
 DH5701.Click photographs - Photos may exist for this station.
 DH5701
 DH5701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5701
 DH5701.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5701
 DH5701.The ellipsoidal height was determined by GPS observations
 DH5701.and is referenced to NAD 83.
 DH5701
 DH5701. The following values were computed from the NAD 83(2011) position.
 DH5701
 DH5701;                    North         East     Units Scale Factor Converg.
 DH5701;SPC WI S     -   159,376.922   634,502.086   MT  0.99993271   +0 17 34.2
 DH5701;SPC WI S     -   522,889.12  2,081,695.59   sFT  0.99993271   +0 17 34.2
 DH5701;UTM  16      - 4,812,214.548   291,689.274   MT  1.00013380   -1 46 12.7
 DH5701
 DH5701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5701!SPC WI S     -   0.99996346  x   0.99993271  =   0.99989617
 DH5701!UTM  16      -   0.99996346  x   1.00013380  =   1.00009726
 DH5701
 DH5701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9168912214(NAD 83)
 DH5701
 DH5701                          SUPERSEDED SURVEY CONTROL
 DH5701
 DH5701  NAD 83(2007)-  43 26 01.91532(N)    089 34 25.80012(W) AD(2002.00) 0
 DH5701  ELLIP H (02/10/07)  233.041  (m)                       GP(2002.00)    
 DH5701  NAD 83(1997)-  43 26 01.91522(N)    089 34 25.80050(W) AD(       ) 1
 DH5701  ELLIP H (08/01/05)  233.043  (m)                       GP(       ) 2 1
 DH5701  NAVD 88 (07/26/07)  268.17   (m)  GEOID03  model used  GPS OBS        
 DH5701
 DH5701.Superseded values are not recommended for survey control.
 DH5701
 DH5701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5701.See file dsdata.pdf to determine how the superseded data were derived.
 DH5701
 DH5701_MARKER: DD = SURVEY DISK
 DH5701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5701_STAMPING: CALEDONIA S GPS
 DH5701_MARK LOGO: WI-021
 DH5701_PROJECTION: PROJECTING 2 CENTIMETERS
 DH5701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5701+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DH5701
 DH5701  HISTORY     - Date     Condition        Report By
 DH5701  HISTORY     - UNK      MONUMENTED       WI-021
 DH5701  HISTORY     - 20040511 GOOD             WIDT
 DH5701  HISTORY     - 20080506 GOOD             WIDT
 DH5701
 DH5701                          STATION DESCRIPTION
 DH5701
 DH5701'DESCRIBED BY WI DEPT OF TRANSP 2004 (DJH)
 DH5701'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5701'STATION FROM THE  JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE
 DH5701'HIGHWAY 94 WITH INTERSTATE HIGHWAY  39 NORTH AND STATE HIGHWAY 78 TO
 DH5701'THE SOUTH ABOUT 4 MI SOUTHWEST OF THE CITY OF  PORTAGE, GO
 DH5701'SOUTHWESTERLY ON STATE HIGHWAY 78 FOR 6.1 MI TO OWEN PARK ROAD TO THE
 DH5701'NORTHWEST AND PETRA ROAD TO THE SOUTHEAST, CONTINUE SOUTHWEST FOR 0.5
 DH5701'MI TO THE  STATION ON THE LEFT.  THE STATION IS A BRONZE COLUMBIA
 DH5701'COUNTY GEODETIC CONTROL MARK  DISK SET IN THE TOP OF A 45-CM ROUND
 DH5701'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY  PAVEMENT.  THE STATION IS
 DH5701'9.6 M SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 78, 38.2 M  SOUTH
 DH5701'OF POWERPOLE --11-8-17 21/36--, 1 M NORTHWEST OF A CULTIVATED FIELD,
 DH5701'AND 0.3 M  SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5701'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5701'ABOVE THE HORIZON.
 DH5701
 DH5701                          STATION RECOVERY (2008)
 DH5701
 DH5701'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5701'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.06 MILE NORTHEAST
 DH5701'OF A FIELD ENTRANCE AND BOX CULVERT, 0.3 M SOUTHWEST OF A WHITE
 DH5701'PLASTIC WITNESS POST, AND 1.0 M SOUTHEAST, 1.0 M SOUTHWEST, AND 1.0 M
 DH5701'NORTH OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0684 ***********************************************************************
 NG0684  DESIGNATION -  CALEDONIA ST LOUIS CATH CH
 NG0684  PID         -  NG0684
 NG0684  STATE/COUNTY-  WI/RACINE
 NG0684  COUNTRY     -  US
 NG0684  USGS QUAD   -  FRANKSVILLE (2018)
 NG0684
 NG0684                         *CURRENT SURVEY CONTROL
 NG0684  ______________________________________________________________________
 NG0684* NAD 83(1991) POSITION- 42 48 26.93874(N) 087 56 47.71101(W)   ADJUSTED
 NG0684  ______________________________________________________________________
 NG0684  GEOID HEIGHT    -        -34.791 (meters)                     GEOID18
 NG0684  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 NG0684  HORZ ORDER      -  THIRD
 NG0684
 NG0684.The horizontal coordinates were established by classical geodetic methods
 NG0684.and adjusted by the National Geodetic Survey in November 1991.
 NG0684
 NG0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0684.GEOID18 height accuracy estimate available here.
 NG0684
 NG0684.Click photographs - Photos may exist for this station.
 NG0684
 NG0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0684
 NG0684. The following values were computed from the NAD 83(1991) position.
 NG0684
 NG0684;                    North         East     Units Scale Factor Converg.
 NG0684;SPC WI S     -    91,772.133   767,939.782   MT  0.99998588   +1 24 39.3
 NG0684;SPC WI S     -   301,089.07  2,519,482.43   sFT  0.99998588   +1 24 39.3
 NG0684;UTM  16      - 4,739,870.936   422,604.586   MT  0.99967369   -0 38 35.8
 NG0684
 NG0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2260439870(NAD 83)
 NG0684
 NG0684                          SUPERSEDED SURVEY CONTROL
 NG0684
 NG0684  NAD 83(1986)-  42 48 26.92685(N)    087 56 47.72628(W) AD(       ) 3
 NG0684  NAD 27      -  42 48 26.86100(N)    087 56 47.43400(W) AD(       ) 3
 NG0684
 NG0684.Superseded values are not recommended for survey control.
 NG0684
 NG0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0684.See file dsdata.pdf to determine how the superseded data were derived.
 NG0684
 NG0684_MARKER: 75 = BELFRY
 NG0684
 NG0684  HISTORY     - Date     Condition        Report By
 NG0684  HISTORY     - 1953     FIRST OBSERVED   CGS
 NG0684  HISTORY     - 1960     GOOD             CGS
 NG0684  HISTORY     - 20000226 GOOD             USPSQD
 NG0684  HISTORY     - 20060826 GOOD             GEOCAC
 NG0684
 NG0684                          STATION DESCRIPTION
 NG0684
 NG0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0684'STATION IS THE GOLD CROSS AT THE APEX OF THE BELFRY OF THE
 NG0684'ST. LOUIS CATHOLIC
 NG0684'CHURCH, WHICH IS LOCATED ABOUT 0.5 MILE EAST OF RAYMOND AND 1.5 MILE
 NG0684'WEST OF CALEDONIA, ABOUT 100 FEET
 NG0684'SOUTH OF COUNTY HIGHWAY G.  IT IS A YELLOW BRICK
 NG0684'STRUCTURE ATOP THE NORTHEAST CORNER OF THE CHURCH
 NG0684'AND IS ABOUT 65 FEET HIGH.
 NG0684
 NG0684                          STATION RECOVERY (1960)
 NG0684
 NG0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 NG0684'RECOVERED AS DESCRIBED IN THE 1953 DESCRIPTION.
 NG0684
 NG0684                          STATION RECOVERY (2000)
 NG0684
 NG0684'RECOVERY NOTE BY US POWER SQUADRON 2000
 NG0684'RECOVERED IN GOOD CONDITION.
 NG0684
 NG0684                          STATION RECOVERY (2006)
 NG0684
 NG0684'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 NG0684'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0683 ***********************************************************************
 NG0683  DESIGNATION -  CALEDONIA USLS 1873
 NG0683  PID         -  NG0683
 NG0683  STATE/COUNTY-  WI/RACINE
 NG0683  COUNTRY     -  US
 NG0683  USGS QUAD   -  FRANKSVILLE (2018)
 NG0683
 NG0683                         *CURRENT SURVEY CONTROL
 NG0683  ______________________________________________________________________
 NG0683* NAD 83(1997) POSITION- 42 45 32.87609(N) 087 56 48.11375(W)   ADJUSTED
 NG0683* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 NG0683  ______________________________________________________________________
 NG0683  GEOID HEIGHT    -        -34.754 (meters)                     GEOID18
 NG0683  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 NG0683  HORZ ORDER      -  FIRST
 NG0683
 NG0683.The horizontal coordinates were established by classical geodetic methods
 NG0683.and adjusted by the National Geodetic Survey in October 1999.
 NG0683
 NG0683.The orthometric height was scaled from a topographic map.
 NG0683
 NG0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0683.GEOID18 height accuracy estimate available here.
 NG0683
 NG0683.Click photographs - Photos may exist for this station.
 NG0683
 NG0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0683
 NG0683. The following values were computed from the NAD 83(1997) position.
 NG0683
 NG0683;                    North         East     Units Scale Factor Converg.
 NG0683;SPC WI S     -    86,402.377   768,062.879   MT  0.99999490   +1 24 39.0
 NG0683;SPC WI S     -   283,471.80  2,519,886.30   sFT  0.99999490   +1 24 39.0
 NG0683;UTM  16      - 4,734,501.918   422,535.176   MT  0.99967382   -0 38 33.9
 NG0683
 NG0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0683!SPC WI S     -   0.99996766  x   0.99999490  =   0.99996256
 NG0683!UTM  16      -   0.99996766  x   0.99967382  =   0.99964149
 NG0683
 NG0683:                Primary Azimuth Mark                     Grid Az
 NG0683:SPC WI S     -  SOMERS RESET                             158 03 54.0
 NG0683:UTM  16      -  SOMERS RESET                             160 07 06.9
 NG0683
 NG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2253534501(NAD 83)
 NG0683
 NG0683|---------------------------------------------------------------------|
 NG0683| PID    Reference Object                     Distance      Geod. Az  |
 NG0683|                                                           dddmmss.s |
 NG0683| NG0659 SOMERS RESET                        APPROX.16.6 KM 1592833.0 |
 NG0683|---------------------------------------------------------------------|
 NG0683
 NG0683                          SUPERSEDED SURVEY CONTROL
 NG0683
 NG0683  NAD 83(1991)-  42 45 32.87683(N)    087 56 48.11186(W) AD(       ) 1
 NG0683  NAD 83(1986)-  42 45 32.86493(N)    087 56 48.12858(W) AD(       ) 1
 NG0683  NAD 27      -  42 45 32.79700(N)    087 56 47.83500(W) AD(       ) 1
 NG0683  USSD        -  42 45 32.92100(N)    087 56 47.66000(W) AD(       ) 3
 NG0683
 NG0683.Superseded values are not recommended for survey control.
 NG0683
 NG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0683.See file dsdata.pdf to determine how the superseded data were derived.
 NG0683
 NG0683_MARKER: V = STONE MONUMENT
 NG0683_SETTING: 0 = UNSPECIFIED SETTING
 NG0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0683
 NG0683  HISTORY     - Date     Condition        Report By
 NG0683  HISTORY     - 1873     MONUMENTED       USLS
 NG0683  HISTORY     - 1953     MARK NOT FOUND   CGS
 NG0683
 NG0683                          STATION DESCRIPTION
 NG0683
 NG0683'DESCRIBED BY US LAKE SURVEY 1873
 NG0683'THIS STATION IS SITUATED IN THE SOUTHWEST QUARTER OF SECTION 31,
 NG0683'CALEDONIA TOWNSHIP,
 NG0683'RACINE COUNTY, WISCONSIN.  THE HEIGHT OF STATION USED
 NG0683'WAS 4 FEET.  THE GEODETIC
 NG0683'POINT IS MARKED BY A STONE OF THE
 NG0683'USUAL FORM, SET SO THAT ITS UPPER END IS
 NG0683'ABOUT 2-1/2 FEET BELOW
 NG0683'THE SURFACE OF THE GROUND.  TWO REFERENCE STONES ARE SET,
 NG0683'ONE SOUTH
 NG0683'69 DEG. 11 MIN. WEST, AND 268.6 METERS DISTANT FROM THE GEODETIC
 NG0683'POINT, AND ONE NORTH 73
 NG0683'DEG. 47 MIN. WEST, AND 284.2 METERS DISTANT FROM
 NG0683'THE GEODETIC POINT.  HEIGHT OF GROUND AT
 NG0683'STATION, 208.8 FEET.
 NG0683
 NG0683                          STATION RECOVERY (1953)
 NG0683
 NG0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0683'THIS STATION WAS SEARCHED FOR AFTER A NEW STATION CALEDONIA 1953 WAS
 NG0683'ESTABLISHED BY THIS PARTY.  AN
 NG0683'INVERSE WAS COMPUTED TO THIS STATION AND IT WAS FOUND TO BE IN A
 NG0683'GREEN ON A GOLF COURSE THAT HAS BEEN
 NG0683'GRADED DOWN.  THIS STATION SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9498 ***********************************************************************
 DF9498  DESIGNATION -  CALEDONIA W GPS
 DF9498  PID         -  DF9498
 DF9498  STATE/COUNTY-  WI/RACINE
 DF9498  COUNTRY     -  US
 DF9498  USGS QUAD   -  FRANKSVILLE (2018)
 DF9498
 DF9498                         *CURRENT SURVEY CONTROL
 DF9498  ______________________________________________________________________
 DF9498* NAD 83(2011) POSITION- 42 47 18.71175(N) 087 54 52.68350(W)   ADJUSTED
 DF9498* NAD 83(2011) ELLIP HT-   184.647 (meters)        (06/27/12)   ADJUSTED
 DF9498* NAD 83(2011) EPOCH   -  2010.00
 DF9498* NAVD 88 ORTHO HEIGHT -   219.444 (meters)      719.96  (feet) ADJUSTED
 DF9498  ______________________________________________________________________
 DF9498  GEOID HEIGHT    -        -34.793 (meters)                     GEOID18
 DF9498  NAD 83(2011) X  -    170,591.976 (meters)                     COMP
 DF9498  NAD 83(2011) Y  - -4,684,973.918 (meters)                     COMP
 DF9498  NAD 83(2011) Z  -  4,310,416.532 (meters)                     COMP
 DF9498  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 DF9498  DYNAMIC HEIGHT  -        219.381 (meters)      719.75  (feet) COMP
 DF9498  MODELED GRAVITY -    980,330.4   (mgal)                       NAVD 88
 DF9498
 DF9498  VERT ORDER      -  SECOND    CLASS I
 DF9498
 DF9498  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9498  Standards:
 DF9498         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9498            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9498  -------------------------------------------------------------------
 DF9498  NETWORK    0.28   0.33           0.13   0.09   0.17      0.00344662
 DF9498  -------------------------------------------------------------------
 DF9498  Click here for local accuracies and other accuracy information.
 DF9498
 DF9498.The horizontal coordinates were established by GPS observations
 DF9498.and adjusted by the National Geodetic Survey in June 2012.
 DF9498
 DF9498.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9498.been affixed to the stable North American tectonic plate. See 
 DF9498.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9498
 DF9498.The horizontal coordinates are valid at the epoch date displayed above
 DF9498.which is a decimal equivalence of Year/Month/Day.
 DF9498
 DF9498.The orthometric height was determined by differential leveling and
 DF9498.adjusted by the WI DEPT OF TRANSP
 DF9498.in May 2012.
 DF9498
 DF9498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9498.GEOID18 height accuracy estimate available here.
 DF9498
 DF9498.Click photographs - Photos may exist for this station.
 DF9498
 DF9498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9498
 DF9498.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9498
 DF9498.The ellipsoidal height was determined by GPS observations
 DF9498.and is referenced to NAD 83.
 DF9498
 DF9498.The dynamic height is computed by dividing the NAVD 88
 DF9498.geopotential number by the normal gravity value computed on the
 DF9498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9498.degrees latitude (g = 980.6199 gals.).
 DF9498
 DF9498.The modeled gravity was interpolated from observed gravity values.
 DF9498
 DF9498. The following values were computed from the NAD 83(2011) position.
 DF9498
 DF9498;                    North         East     Units Scale Factor Converg.
 DF9498;SPC WI S     -    89,732.320   770,605.109   MT  0.99998933   +1 25 58.3
 DF9498;SPC WI S     -   294,396.79  2,528,226.93   sFT  0.99998933   +1 25 58.3
 DF9498;UTM  16      - 4,737,737.572   425,194.263   MT  0.99966884   -0 37 16.8
 DF9498
 DF9498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9498!SPC WI S     -   0.99997104  x   0.99998933  =   0.99996037
 DF9498!UTM  16      -   0.99997104  x   0.99966884  =   0.99963989
 DF9498
 DF9498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2519437737(NAD 83)
 DF9498
 DF9498                          SUPERSEDED SURVEY CONTROL
 DF9498
 DF9498  NAD 83(2007)-  42 47 18.71159(N)    087 54 52.68433(W) AD(2002.00) 0
 DF9498  ELLIP H (02/10/07)  184.677  (m)                       GP(2002.00)    
 DF9498  NAD 83(1997)-  42 47 18.71181(N)    087 54 52.68453(W) AD(       ) 1
 DF9498  ELLIP H (04/02/04)  184.689  (m)                       GP(       ) 4 1
 DF9498  NAVD 88             219.42   (m)          719.9    (f) LEVELING    3  
 DF9498  NAVD 88 (04/20/07)  219.420  (m)          719.88   (f) SUPERSEDED  2 1
 DF9498  NAVD 88             219.44   (m)          719.9    (f) LEVELING    3  
 DF9498  NAVD 88 (02/25/04)  219.444  (m)          719.96   (f) SUPERSEDED  2 1
 DF9498
 DF9498.Superseded values are not recommended for survey control.
 DF9498
 DF9498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9498.See file dsdata.pdf to determine how the superseded data were derived.
 DF9498
 DF9498_MARKER: DD = SURVEY DISK
 DF9498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9498_STAMPING: CALEDONIA W GPS 2002
 DF9498_MARK LOGO: WIDT
 DF9498_PROJECTION: FLUSH
 DF9498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9498+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2013
 DF9498
 DF9498  HISTORY     - Date     Condition        Report By
 DF9498  HISTORY     - 2001     MONUMENTED       WIDT
 DF9498  HISTORY     - 20080611 GOOD             WIDT
 DF9498  HISTORY     - 20131211 GOOD             GEOSPC
 DF9498
 DF9498                          STATION DESCRIPTION
 DF9498
 DF9498'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9498'THE STATION IS LOCATED ABOUT 28 KM SOUTH OF MILWAUKEE AND 12 KM
 DF9498'WEST-NORTHWEST OF RACINE.  OWNERSHIP--RACINE COUNTY.  TO REACH THE
 DF9498'STATION FROM THE JUNCTION OF STATE HIGHWAY 31 WITH STATE HIGHWAY 32
 DF9498'ABOUT 12 KM NORTHWEST OF RACINE, GO SOUTH ON STATE HIGHWAY 31 FOR 0.2
 DF9498'KM TO COUNTY HIGHWAY G, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY G
 DF9498'FOR 6.2 KM TO COUNTY HIGHWAY H ON THE LEFT, TURN LEFT AND GO SOUTH ON
 DF9498'COUNTY HIGHWAY H FOR 1.6 KM TO 5 MILE ROAD ON THE LEFT, CONTINUE
 DF9498'SOUTH ON COUNTY HIGHWAY H FOR 1.3 KM TO THE STATION ON THE LEFT.  THE
 DF9498'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9498'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9498'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9498'HIGHWAY PAVEMENT.  THE STATION IS 13.1 M EAST OF THE CENTERLINE OF
 DF9498'COUNTY HIGHWAY H, 40 M SOUTH OF EXTENDED CENTERLINE OF OF PRIVATE
 DF9498'ENTRANCE --5222 MCCAULEYS--, 26.9 M NORTHEAST OF POWER POLE
 DF9498'--E62-0678--, AND 3 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9498'STATION IS NORTH-NORTHWEST, SOUTH-SOUTHWEST AND EAST OF THREE ORANGE
 DF9498'4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9498'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9498
 DF9498                          STATION RECOVERY (2008)
 DF9498
 DF9498'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DF9498'RECOVERED IN GOOD CONDITION.  REPLACED ONE BROKEN GUARD POST.  THE
 DF9498'STATION IS 1.0 M NORTH AND 1.0 M SOUTH OF TWO 4X4 ORANGE PLASTIC GUARD
 DF9498'POSTS.
 DF9498
 DF9498                          STATION RECOVERY (2013)
 DF9498
 DF9498'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2013 (DJH)
 DF9498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1269 ***********************************************************************
 NH1269  DESIGNATION -  CALUMET
 NH1269  PID         -  NH1269
 NH1269  STATE/COUNTY-  WI/ROCK
 NH1269  COUNTRY     -  US
 NH1269  USGS QUAD   -  CLINTON (2018)
 NH1269
 NH1269                         *CURRENT SURVEY CONTROL
 NH1269  ______________________________________________________________________
 NH1269* NAD 83(1991) POSITION- 42 34 26.72527(N) 088 48 10.38968(W)   ADJUSTED
 NH1269* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 NH1269  ______________________________________________________________________
 NH1269  GEOID HEIGHT    -        -33.781 (meters)                     GEOID18
 NH1269  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 NH1269  HORZ ORDER      -  SECOND
 NH1269
 NH1269.The horizontal coordinates were established by classical geodetic methods
 NH1269.and adjusted by the National Geodetic Survey in November 1991.
 NH1269
 NH1269.The orthometric height was scaled from a topographic map.
 NH1269
 NH1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1269.GEOID18 height accuracy estimate available here.
 NH1269
 NH1269.Click photographs - Photos may exist for this station.
 NH1269
 NH1269.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1269
 NH1269. The following values were computed from the NAD 83(1991) position.
 NH1269
 NH1269;                    North         East     Units Scale Factor Converg.
 NH1269;SPC WI S     -    64,482.712   698,285.484   MT  1.00003591   +0 49 21.1
 NH1269;SPC WI S     -   211,557.03  2,290,958.29   sFT  1.00003591   +0 49 21.1
 NH1269;SPC WI S     -   211,557.03  2,290,958.29   sFT  1.00003591   +0 49 21.1
 NH1269;SPC IL W     -   656,749.717   811,963.308   MT  1.00009535   +0 55 21.9
 NH1269;SPC IL W     - 2,154,686.36  2,663,916.29   sFT  1.00009535   +0 55 21.9
 NH1269;SPC WI S     -    64,482.712   698,285.484   MT  1.00003591   +0 49 21.1
 NH1269;UTM  16      - 4,715,095.236   352,036.733   MT  0.99986936   -1 13 11.8
 NH1269
 NH1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1269!SPC WI S     -   0.99995983  x   1.00003591  =   0.99999574
 NH1269!SPC IL W     -   0.99995983  x   1.00009535  =   1.00005517
 NH1269!SPC WI S     -   0.99995983  x   1.00003591  =   0.99999574
 NH1269!UTM  16      -   0.99995983  x   0.99986936  =   0.99982919
 NH1269
 NH1269:                Primary Azimuth Mark                     Grid Az
 NH1269:SPC WI S     -  BURNETT                                  243 20 09.2
 NH1269:SPC IL W     -  BURNETT                                  243 14 08.4
 NH1269:SPC WI S     -  BURNETT                                  243 20 09.2
 NH1269:UTM  16      -  BURNETT                                  245 22 42.1
 NH1269
 NH1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5203615095(NAD 83)
 NH1269
 NH1269|---------------------------------------------------------------------|
 NH1269| PID    Reference Object                     Distance      Geod. Az  |
 NH1269|                                                           dddmmss.s |
 NH1269| CI9158 CALUMET RM                           15.430 METERS 04613     |
 NH1269| NH1270 BURNETT                             APPROX. 4.3 KM 2440930.3 |
 NH1269|---------------------------------------------------------------------|
 NH1269
 NH1269                          SUPERSEDED SURVEY CONTROL
 NH1269
 NH1269  NAD 83(1986)-  42 34 26.72247(N)    088 48 10.39483(W) AD(       ) 2
 NH1269  NAD 27      -  42 34 26.67100(N)    088 48 10.01400(W) AD(       ) 2
 NH1269  USSD        -  42 34 26.75500(N)    088 48 09.81200(W) AD(       ) 3
 NH1269
 NH1269.Superseded values are not recommended for survey control.
 NH1269
 NH1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1269.See file dsdata.pdf to determine how the superseded data were derived.
 NH1269
 NH1269_MARKER: DS = TRIANGULATION STATION DISK
 NH1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1269_STAMPING: CALUMET 1920
 NH1269_MARK LOGO: CGS
 NH1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1269+STABILITY: SURFACE MOTION
 NH1269
 NH1269  HISTORY     - Date     Condition        Report By
 NH1269  HISTORY     - 1920     MONUMENTED       CGS
 NH1269  HISTORY     - 1930     GOOD             CGS
 NH1269  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 NH1269  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1269
 NH1269                          STATION DESCRIPTION
 NH1269
 NH1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1269'STATION IS LOCATED ABOUT 2-3/4 MILES E OF CLINTON, ON THE N
 NH1269'SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH1269'TRACK, 200 YARDS W OF A WAGON-ROAD CROSSING, 100 YARDS E OF
 NH1269'THE ALLEN GROVE SIGN MARKED STATION 1 MILE, ON THE EDGE OF THE
 NH1269'N BANK OF A CUT, AND 8.74 METERS (28.68 FEET) N OF THE N AND
 NH1269'NEAREST RAIL.  SURFACE, UNDERGROUND, AND REFERENCE MARKS
 NH1269'ARE STANDARD BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1269'REFERENCE MARK IS ON THE SAME SIDE
 NH1269'OF THE TRACK, NEAR THE FENCE LINE, 15.43 METERS (50.62 FEET)
 NH1269'FROM THE STATION, N 46 DEG 13 MIN E.
 NH1269
 NH1269                          STATION RECOVERY (1930)
 NH1269
 NH1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1269'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH1269'ADEQUATE.
 NH1269'
 NH1269'THIS IS A TRAVERSE STATION.
 NH1269
 NH1269                          STATION RECOVERY (1995)
 NH1269
 NH1269'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1269'MARK NOT FOUND.
 NH1269
 NH1269                          STATION RECOVERY (2001)
 NH1269
 NH1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1269'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0921 ***********************************************************************
 PN0921  DESIGNATION -  CALUMET
 PN0921  PID         -  PN0921
 PN0921  STATE/COUNTY-  WI/CALUMET
 PN0921  COUNTRY     -  US
 PN0921  USGS QUAD   -  SHERWOOD (2018)
 PN0921
 PN0921                         *CURRENT SURVEY CONTROL
 PN0921  ______________________________________________________________________
 PN0921* NAD 83(1991) POSITION- 44 10 12.55471(N) 088 16 45.56348(W)   ADJUSTED
 PN0921* NAVD 88 ORTHO HEIGHT -   294.    (meters)      965.    (feet) SCALED
 PN0921  ______________________________________________________________________
 PN0921  GEOID HEIGHT    -        -36.195 (meters)                     GEOID18
 PN0921  LAPLACE CORR    -          3.25  (seconds)                    DEFLEC18
 PN0921  HORZ ORDER      -  FIRST
 PN0921
 PN0921.The horizontal coordinates were established by classical geodetic methods
 PN0921.and adjusted by the National Geodetic Survey in November 1991.
 PN0921
 PN0921.The orthometric height was scaled from a topographic map.
 PN0921
 PN0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0921.GEOID18 height accuracy estimate available here.
 PN0921
 PN0921.Click photographs - Photos may exist for this station.
 PN0921
 PN0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0921
 PN0921. The following values were computed from the NAD 83(1991) position.
 PN0921
 PN0921;                    North         East     Units Scale Factor Converg.
 PN0921;SPC WI S     -   242,513.443   737,607.264   MT  1.00002267   +1 10 56.2
 PN0921;SPC WI S     -   795,646.19  2,419,966.50   sFT  1.00002267   +1 10 56.2
 PN0921;UTM  16      - 4,891,567.442   397,724.725   MT  0.99972865   -0 53 29.4
 PN0921
 PN0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0921!SPC WI S     -   0.99995958  x   1.00002267  =   0.99998225
 PN0921!UTM  16      -   0.99995958  x   0.99972865  =   0.99968824
 PN0921
 PN0921:                Primary Azimuth Mark                     Grid Az
 PN0921:SPC WI S     -  OSHKOSH                                  230 28 20.0
 PN0921:UTM  16      -  OSHKOSH                                  232 32 45.6
 PN0921
 PN0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9772491567(NAD 83)
 PN0921
 PN0921|---------------------------------------------------------------------|
 PN0921| PID    Reference Object                     Distance      Geod. Az  |
 PN0921|                                                           dddmmss.s |
 PN0921| PN0964 OSHKOSH                             APPROX.26.8 KM 2313916.2 |
 PN0921|---------------------------------------------------------------------|
 PN0921
 PN0921                          SUPERSEDED SURVEY CONTROL
 PN0921
 PN0921  NAD 83(1986)-  44 10 12.54713(N)    088 16 45.55715(W) AD(       ) 1
 PN0921  NAD 27      -  44 10 12.59700(N)    088 16 45.16400(W) AD(       ) 1
 PN0921  USSD        -  44 10 12.75100(N)    088 16 44.96700(W) AD(       ) 3
 PN0921
 PN0921.Superseded values are not recommended for survey control.
 PN0921
 PN0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0921.See file dsdata.pdf to determine how the superseded data were derived.
 PN0921
 PN0921_MARKER: H = DRILL HOLE
 PN0921_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PN0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0921
 PN0921  HISTORY     - Date     Condition        Report By
 PN0921  HISTORY     - 1872     MONUMENTED       USLS
 PN0921  HISTORY     - 1953     MARK NOT FOUND   CGS
 PN0921
 PN0921                          STATION DESCRIPTION
 PN0921
 PN0921'DESCRIBED BY US LAKE SURVEY 1872
 PN0921'THIS STATION IS SITUATED ABOUT THREE-FOURTHS OF A MILE NORTHEAST
 PN0921'FROM THE NORTHEAST SIDE OF LAKE WINNEBAGO, AND NEAR THE LINE
 PN0921'BETWEEN HARRISON AND WOODVILLE TOWNSHIPS, CALUMET COUNTY,
 PN0921'WISCONSIN.  IT IS ABOUT 20 FEET BACK FROM THE EDGE OF THE
 PN0921'LIMESTONE LEDGE RUNNING NEARLY PARALLEL WITH THE EAST SHORE OF
 PN0921'LAKE WINNEBAGO.  THE HEIGHT OF THE STATION USED WAS 35
 PN0921'FEET.  THE GEODETIC POINT IS MARKED BY A HOLE DRILLED IN
 PN0921'THE SOLID ROCK.  ABOVE THIS IS PLACED A MARKING STONE
 PN0921'OF THE ORDINARY FORM, SURROUNDED BY A PILE OF SMALL
 PN0921'STONES.  THREE REFERENCE MARKS WERE MADE.  THE FIRST OF
 PN0921'THESE IS A HOLE DRILLED IN THE ROCK BETWEEN THE LETTERS U.S. CUT
 PN0921'THEREON.  IT BEARS SOUTH 83 DEG 15 MIN WEST, AND IS 25.25 FEET
 PN0921'DISTANT FROM THE GEODETIC POINT.  THE SECOND REFERENCE MARK
 PN0921'IS A CIRCLE AND AN ARROW CUT IN THE ROCK, THE ARROW
 PN0921'POINTING TOWARD THE GEODETIC POINT.  THE CENTER OF THE
 PN0921'CIRCLE BEARS NORTH 32 DEG 14 MIN WEST, AND IS 11.93 FEET
 PN0921'DISTANT.  THE THIRD MARK IS A HOLE DRILLED IN THE
 PN0921'ROCK.  IT BEARS NORTH 44 DEG 52 MIN EAST, AND IS 46.97 FEET
 PN0921'DISTANT FROM THE GEODETIC POINT.  (PROFESSIONAL PAPERS NO.
 PN0921'24).
 PN0921
 PN0921                          STATION RECOVERY (1953)
 PN0921
 PN0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0921'STATION WAS SEARCHED FOR BY THE FIELD FOREMAN AND ALSO BY
 PN0921'AN OBSERVING PARTY.  THE LOCATION OF THE STATION IS NOW USED
 PN0921'AS A GARBAGE DUMP.  THIS STATION SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0923 ***********************************************************************
 PN0923  DESIGNATION -  CALUMET
 PN0923  PID         -  PN0923
 PN0923  STATE/COUNTY-  WI/CALUMET
 PN0923  COUNTRY     -  US
 PN0923  USGS QUAD   -  SHERWOOD (2018)
 PN0923
 PN0923                         *CURRENT SURVEY CONTROL
 PN0923  ______________________________________________________________________
 PN0923* NAD 83(1991) POSITION- 44 09 41.52144(N) 088 15 55.29534(W)   ADJUSTED
 PN0923* NAVD 88 ORTHO HEIGHT -   299.    (meters)      981.    (feet) SCALED
 PN0923  ______________________________________________________________________
 PN0923  GEOID HEIGHT    -        -36.174 (meters)                     GEOID18
 PN0923  LAPLACE CORR    -          2.47  (seconds)                    DEFLEC18
 PN0923  HORZ ORDER      -  SECOND
 PN0923
 PN0923.The horizontal coordinates were established by classical geodetic methods
 PN0923.and adjusted by the National Geodetic Survey in November 1991.
 PN0923
 PN0923.The orthometric height was scaled from a topographic map.
 PN0923
 PN0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0923.GEOID18 height accuracy estimate available here.
 PN0923
 PN0923.Click photographs - Photos may exist for this station.
 PN0923
 PN0923.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0923
 PN0923. The following values were computed from the NAD 83(1991) position.
 PN0923
 PN0923;                    North         East     Units Scale Factor Converg.
 PN0923;SPC WI S     -   241,578.911   738,743.718   MT  1.00002065   +1 11 30.8
 PN0923;SPC WI S     -   792,580.14  2,423,695.01   sFT  1.00002065   +1 11 30.8
 PN0923;UTM  16      - 4,890,592.687   398,826.294   MT  0.99972589   -0 52 53.9
 PN0923
 PN0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0923!SPC WI S     -   0.99995879  x   1.00002065  =   0.99997944
 PN0923!UTM  16      -   0.99995879  x   0.99972589  =   0.99968469
 PN0923
 PN0923:                Primary Azimuth Mark                     Grid Az
 PN0923:SPC WI S     -  CALUMET AZ MK                            016 19 54.7
 PN0923:UTM  16      -  CALUMET AZ MK                            018 24 19.4
 PN0923
 PN0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9882690592(NAD 83)
 PN0923
 PN0923|---------------------------------------------------------------------|
 PN0923| PID    Reference Object                     Distance      Geod. Az  |
 PN0923|                                                           dddmmss.s |
 PN0923| CJ4383 CALUMET AZ MK                                      0173125.5 |
 PN0923| CJ5942 KROK PP                                            01931     |
 PN0923| PN0918 HILBERT MUNICIPAL TANK              APPROX. 8.7 KM 1060328.5 |
 PN0923| CJ4384 CALUMET RM 1                         23.113 METERS 14854     |
 PN0923| PN0922 CALUMET 2                            14.079 METERS 19731     |
 PN0923| CJ4385 CALUMET RM 2                         22.599 METERS 24903     |
 PN0923|---------------------------------------------------------------------|
 PN0923
 PN0923                          SUPERSEDED SURVEY CONTROL
 PN0923
 PN0923  NAD 83(1986)-  44 09 41.51457(N)    088 15 55.29175(W) AD(       ) 2
 PN0923  NAD 27      -  44 09 41.54600(N)    088 15 54.91000(W) AD(       ) 2
 PN0923
 PN0923.Superseded values are not recommended for survey control.
 PN0923
 PN0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0923.See file dsdata.pdf to determine how the superseded data were derived.
 PN0923
 PN0923_MARKER: DS = TRIANGULATION STATION DISK
 PN0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0923_STAMPING: CALUMET 1953
 PN0923_MARK LOGO: CGS
 PN0923_PROJECTION: FLUSH
 PN0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0923+STABILITY: SURFACE MOTION
 PN0923
 PN0923  HISTORY     - Date     Condition        Report By
 PN0923  HISTORY     - 1953     MONUMENTED       CGS
 PN0923  HISTORY     - 1954     GOOD             CGS
 PN0923  HISTORY     - 1958     GOOD             CHIAS
 PN0923  HISTORY     - 1959     GOOD             CGS
 PN0923  HISTORY     - 20011203 MARK NOT FOUND   USPSQD
 PN0923
 PN0923                          STATION DESCRIPTION
 PN0923
 PN0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0923'STATION IS LOCATED IN A TRIANGLE FORMED BY THE JUNCTION OF
 PN0923'STATE HIGHWAYS NO. 114 AND 55 WHICH IS ABOUT 1 MILE SOUTH
 PN0923'OF SHERWOOD AND IS ON ROAD RIGHT-OF-WAY.  IT IS 199 FEET
 PN0923'SOUTH OF THE INTERSECTION, 100 FEET NORTH OF THE NORTHWEST
 PN0923'CORNER OF A FRAME BUILDING, 64 FEET NORTH OF A GRAVEL CROSSOVER
 PN0923'AND 57 FEET SOUTHEAST OF A POWER LINE POLE.  THE MARK IS
 PN0923'FLUSH AND THE DISK IS STAMPED CALUMET 1953.
 PN0923'
 PN0923'REFERENCE MARK NO. 1 IS 63 FEET NORTHEAST OF THE NORTHEAST
 PN0923'CORNER OF A FRAME BUILDING, 48 FEET WEST OF THE CENTER OF
 PN0923'HIGHWAY 114 AND 5 FEET NORTHEAST OF AN 8 INCH ELM TREE.  THE
 PN0923'MARK IS FLUSH AND THE DISK IS STAMPED CALUMET NO 1 1953.
 PN0923'
 PN0923'REFERENCE MARK NO. 2 IS 67 FEET NORTHWEST OF THE NORTHWEST CORNER
 PN0923'OF A FRAME BUILDING, 47 FEET EAST OF THE CENTER OF HIGHWAY
 PN0923'55, 23 FEET NORTH OF THE CENTER OF THE GRAVEL CROSSOVER
 PN0923'AND 2 FEET WEST OF A LARGE WHITE POST.  THE MARK IS FLUSH
 PN0923'AND THE DISK IS STAMPED CALUMET NO 2 1953.
 PN0923'
 PN0923'AZIMUTH MARK IS 41 FEET NORTHEAST OF THE SOUTHEAST CORNER
 PN0923'OF A LARGE CONCRETE BLOCK BUILDING, 36 FEET WEST OF THE CENTER
 PN0923'OF HIGHWAY 55 AND 1 FOOT SOUTH OF A TELEPHONE POLE.  THE MARK
 PN0923'IS FLUSH AND THE DISK IS STAMPED CALUMET 1953.
 PN0923'
 PN0923'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 PN0923'HIGHWAY 55 FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PN0923'
 PN0923'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN0923
 PN0923                          STATION RECOVERY (1954)
 PN0923
 PN0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0923'THE STATION, REFERENCE MARKS NO 1 AND 2 AND THE AZIMUTH MARK
 PN0923'WERE RECOVERED AS DESCRIBED IN THE 1953 DESCRIPTION.  A DIFFERENCE
 PN0923'WAS FOUND IN THE DIRECTIONS TO REFERENCE MARKS NO 1 AND 2.
 PN0923'THE AZIMUTH MARK CHECKED.
 PN0923
 PN0923                          STATION RECOVERY (1958)
 PN0923
 PN0923'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1958
 PN0923'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PN0923
 PN0923                          STATION RECOVERY (1959)
 PN0923
 PN0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 PN0923'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PN0923'IN GOOD CONDITION.  HIGHWAY CONSTRUCTION ALONG STATE HIGHWAY
 PN0923'55 WILL DESTROY THE STATION AND BOTH REFERENCE MARKS.  THEY
 PN0923'WERE MOVED.  THE STATION MARK FOR CALUMET 2 WAS MOVED ON LINE
 PN0923'AWAY FROM THE AZIMUTH MARK.  FOR DETAILS, SEE THE DESCRIPTION FOR
 PN0923'CALUMET 2 1959.
 PN0923
 PN0923                          STATION RECOVERY (2001)
 PN0923
 PN0923'RECOVERY NOTE BY US POWER SQUADRON 2001 (DB)
 PN0923'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0922 ***********************************************************************
 PN0922  DESIGNATION -  CALUMET 2
 PN0922  PID         -  PN0922
 PN0922  STATE/COUNTY-  WI/CALUMET
 PN0922  COUNTRY     -  US
 PN0922  USGS QUAD   -  SHERWOOD (2018)
 PN0922
 PN0922                         *CURRENT SURVEY CONTROL
 PN0922  ______________________________________________________________________
 PN0922* NAD 83(1991) POSITION- 44 09 41.08647(N) 088 15 55.48613(W)   NO CHECK
 PN0922* NAVD 88 ORTHO HEIGHT -   299.    (meters)      981.    (feet) SCALED
 PN0922  ______________________________________________________________________
 PN0922  GEOID HEIGHT    -        -36.174 (meters)                     GEOID18
 PN0922  LAPLACE CORR    -          2.47  (seconds)                    DEFLEC18
 PN0922  HORZ ORDER      -  THIRD
 PN0922
 PN0922.The horizontal coordinates were established by classical geodetic methods
 PN0922.and adjusted by the National Geodetic Survey in November 1991.
 PN0922
 PN0922.No horizontal observational check was made to the station.
 PN0922
 PN0922.The orthometric height was scaled from a topographic map.
 PN0922
 PN0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0922.GEOID18 height accuracy estimate available here.
 PN0922
 PN0922.Click photographs - Photos may exist for this station.
 PN0922
 PN0922.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0922
 PN0922. The following values were computed from the NAD 83(1991) position.
 PN0922
 PN0922;                    North         East     Units Scale Factor Converg.
 PN0922;SPC WI S     -   241,565.400   738,739.759   MT  1.00002062   +1 11 30.6
 PN0922;SPC WI S     -   792,535.82  2,423,682.03   sFT  1.00002062   +1 11 30.6
 PN0922;UTM  16      - 4,890,579.332   398,821.850   MT  0.99972590   -0 52 54.0
 PN0922
 PN0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0922!SPC WI S     -   0.99995879  x   1.00002062  =   0.99997941
 PN0922!UTM  16      -   0.99995879  x   0.99972590  =   0.99968470
 PN0922
 PN0922:                Primary Azimuth Mark                     Grid Az
 PN0922:SPC WI S     -  CALUMET AZ MK                            016 19 54.7
 PN0922:UTM  16      -  CALUMET AZ MK                            018 24 19.3
 PN0922
 PN0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9882190579(NAD 83)
 PN0922
 PN0922|---------------------------------------------------------------------|
 PN0922| PID    Reference Object                     Distance      Geod. Az  |
 PN0922|                                                           dddmmss.s |
 PN0922| PN0923 CALUMET                              14.079 METERS 01731     |
 PN0922| CJ4383 CALUMET AZ MK                                      0173125.3 |
 PN0922| CJ4386 CALUMET 2 RM 3                       12.982 METERS 11302     |
 PN0922| CJ4387 CALUMET 2 RM 4                       33.062 METERS 24559     |
 PN0922|---------------------------------------------------------------------|
 PN0922
 PN0922                          SUPERSEDED SURVEY CONTROL
 PN0922
 PN0922  NAD 83(1986)-  44 09 41.07960(N)    088 15 55.48255(W) AD(       ) 3
 PN0922  NAD 27      -  44 09 41.11100(N)    088 15 55.10080(W) AD(       ) 3
 PN0922
 PN0922.Superseded values are not recommended for survey control.
 PN0922
 PN0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0922.See file dsdata.pdf to determine how the superseded data were derived.
 PN0922
 PN0922_MARKER: DS = TRIANGULATION STATION DISK
 PN0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0922_STAMPING: CALUMET 2 1959
 PN0922_MARK LOGO: CGS
 PN0922_PROJECTION: FLUSH
 PN0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0922+STABILITY: SURFACE MOTION
 PN0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0922+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 PN0922
 PN0922  HISTORY     - Date     Condition        Report By
 PN0922  HISTORY     - 1959     MONUMENTED       CGS
 PN0922  HISTORY     - 1978     GOOD             ALSTER
 PN0922  HISTORY     - 20011203 GOOD             NGS
 PN0922  HISTORY     - 20030630 GOOD             USPSQD
 PN0922  HISTORY     - 20050807 GOOD             USPSQD
 PN0922
 PN0922                          STATION DESCRIPTION
 PN0922
 PN0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 PN0922'STATION IS LOCATED JUST SOUTH OF A TRIANGLE FORMED BY THE
 PN0922'JUNCTION OF STATE HIGHWAYS 55 AND 114 WHICH IS ABOUT 1 MILE
 PN0922'SOUTH OF THE SMALL VILLAGE OF SHERWOOD ON THE ROAD RIGHT-OF-WAY,
 PN0922'56 FEET WEST OF YELLOW RIGHT-OF-WAY POST FOR STATE HIGHWAY
 PN0922'114, 55 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A TAVERN
 PN0922'OWNED BY DOMINIK MROCHINSKI, 55 FEET NORTH-NORTHEAST OF THE
 PN0922'NORTHWEST CORNER OF THE SAME TAVERN, 31 FEET EAST OF A YELLOW
 PN0922'RIGHT-OF-WAY POST FOR STATE HIGHWAY 55, 11 FEET NORTH OF A
 PN0922'GAS PUMP, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST SIGN.
 PN0922'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 PN0922'DISK IS STAMPED CALUMET 2 1959.
 PN0922'
 PN0922'REFERENCE MARK NO. 3 IS 55 FEET NORTHEAST OF THE NORTHEAST
 PN0922'CORNER OF TAVERN AND 13 FEET WEST OF YELLOW RIGHT-OF-WAY
 PN0922'POST FOR STATE HIGHWAY 114.  THE MARK IS FLUSH WITH THE
 PN0922'SURFACE OF THE GROUND AND THE DISK IS STAMPED CALUMET 2 NO
 PN0922'3 1959.
 PN0922'
 PN0922'REFERENCE MARK NO. 4 IS 68 FEET WEST-SOUTHWEST OF THE NORTHWEST
 PN0922'CORNER OF THE TAVERN AND 18 FEET NORTH-NORTHEAST OF A YELLOW
 PN0922'RIGHT-OF-WAY POST FOR STATE HIGHWAY 55.  THE MARK PROJECTS
 PN0922'1 INCH AND THE DISK IS STAMPED CALUMET 2 NO 4 1959.
 PN0922'
 PN0922'AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION, 41 FEET NORTHEAST
 PN0922'OF THE SOUTHEAST CORNER OF A LARGE CONCRETE BLOCK BUILDING
 PN0922'(CALUMET COUNTY HIGHWAY GARAGE), 36 FEET WEST OF THE CENTER
 PN0922'OF STATE HIGHWAY 55, AND 1 FOOT SOUTH OF A TELEPHONE POLE,
 PN0922'AND 1 FOOT NORTH OF A NEW WITNESS POST.  THE MARK IS FLUSH WITH
 PN0922'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CALUMET 1953.
 PN0922'
 PN0922'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 PN0922'HIGHWAY 55 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT
 PN0922'AS DESCRIBED.
 PN0922'
 PN0922'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PN0922
 PN0922                          STATION RECOVERY (1978)
 PN0922
 PN0922'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978 (LOC)
 PN0922'CALUMET 2 1959 RECOVERED GOOD.
 PN0922'
 PN0922'CALUMET 2 NO 3 1959 RECOVERED GOOD--TAPED DIST OF 42.64 FEET.
 PN0922'
 PN0922'CALUMET 2 NO 4 1959 RECOVERED GOOD--TAPED DIST MATCHED.
 PN0922'
 PN0922'CALUMET 1953 AZ MK RECOVERED GOOD.
 PN0922'
 PN0922'YELLOW GUARD POST TO EAST IS GONE--WITNESS SIGN IS GONE--GAS PUMP IS
 PN0922'GONE--IT IS 7.9 FEET N OF THE N. FACE OF A 3 INCH METAL SIGN POLE
 PN0922'(TAVERN SIGN) GRID DIST. CALUMET NO. 2 TO AZIMUTH MARK.  (1552.153
 PN0922'FEET).
 PN0922'
 PN0922'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE S. OF SHERWOOD,
 PN0922'WIS.
 PN0922
 PN0922                          STATION RECOVERY (2001)
 PN0922
 PN0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0922'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0922
 PN0922                          STATION RECOVERY (2003)
 PN0922
 PN0922'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0922'THE STATION AND REFERENCE MARK 4 WERE FOUND IN GOOD CONDITION.  ADD--
 PN0922'THE STATION IS 14 FEET NORTHWEST OF THE WESTERNMOST WOODEN SIGN POST
 PN0922'--KNOTTINGHAM'S STEAKS - SEAFOOD--, 13 FEET NORTH OF ASPHALTED
 PN0922'DRIVEWAY-PARKING LOT, AND 1 INCH BELOW GROUND LEVEL.  REFERENCE MARK 4
 PN0922'IS 1 INCH BELOW GROUND LEVEL.
 PN0922'REFERENCE MARK 3 AND THE AZIMUTN MARK WERE NOT FOUND.
 PN0922
 PN0922                          STATION RECOVERY (2005)
 PN0922
 PN0922'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMK)
 PN0922'STATION AND REFERENCE MARK 4 WERE RECOVERED IN GOOD CONDITION.
 PN0922'REFERENCE MARK 3 AND AZIMUTH MARK WERE NOT FOUND.  THE STATION IS
 PN0922'UNDER LARGE TREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6018 ***********************************************************************
 DF6018  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6018  DESIGNATION -  CALUMET N GPS
 DF6018  PID         -  DF6018
 DF6018  STATE/COUNTY-  WI/FOND DU LAC
 DF6018  COUNTRY     -  US
 DF6018  USGS QUAD   -  BROTHERTOWN (2018)
 DF6018
 DF6018                         *CURRENT SURVEY CONTROL
 DF6018  ______________________________________________________________________
 DF6018* NAD 83(2011) POSITION- 43 55 28.71546(N) 088 15 46.60860(W)   ADJUSTED
 DF6018* NAD 83(2011) ELLIP HT-   253.152 (meters)        (06/27/12)   ADJUSTED
 DF6018* NAD 83(2011) EPOCH   -  2010.00
 DF6018* NAVD 88 ORTHO HEIGHT -   289.13  (meters)      948.6   (feet) GPS OBS
 DF6018  ______________________________________________________________________
 DF6018  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6018  GEOID HEIGHT    -        -35.975 (meters)                     GEOID12A
 DF6018  GEOID HEIGHT    -        -35.973 (meters)                     GEOID18
 DF6018  NAD 83(2011) X  -    139,482.797 (meters)                     COMP
 DF6018  NAD 83(2011) Y  - -4,599,356.575 (meters)                     COMP
 DF6018  NAD 83(2011) Z  -  4,402,240.365 (meters)                     COMP
 DF6018  LAPLACE CORR    -          2.11  (seconds)                    DEFLEC18
 DF6018
 DF6018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6018  Standards:
 DF6018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6018  -------------------------------------------------------------------
 DF6018  NETWORK    0.44   0.41           0.20   0.15   0.21     -0.05704417
 DF6018  -------------------------------------------------------------------
 DF6018  Click here for local accuracies and other accuracy information.
 DF6018
 DF6018.The horizontal coordinates were established by GPS observations
 DF6018.and adjusted by the National Geodetic Survey in June 2012.
 DF6018
 DF6018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6018.been affixed to the stable North American tectonic plate. See 
 DF6018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6018
 DF6018.The horizontal coordinates are valid at the epoch date displayed above
 DF6018.which is a decimal equivalence of Year/Month/Day.
 DF6018
 DF6018.The orthometric height was determined by GPS observations and a
 DF6018.high-resolution geoid model using precise GPS observation and
 DF6018.processing techniques.
 DF6018
 DF6018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6018.GEOID18 height accuracy estimate available here.
 DF6018
 DF6018.Click photographs - Photos may exist for this station.
 DF6018
 DF6018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6018
 DF6018.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6018
 DF6018.The ellipsoidal height was determined by GPS observations
 DF6018.and is referenced to NAD 83.
 DF6018
 DF6018. The following values were computed from the NAD 83(2011) position.
 DF6018
 DF6018;                    North         East     Units Scale Factor Converg.
 DF6018;SPC WI S     -   215,267.105   739,484.957   MT  0.99997425   +1 11 36.7
 DF6018;SPC WI S     -   706,255.49  2,426,126.90   sFT  0.99997425   +1 11 36.7
 DF6018;UTM  16      - 4,864,278.386   398,615.969   MT  0.99972642   -0 52 34.3
 DF6018
 DF6018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6018!SPC WI S     -   0.99996031  x   0.99997425  =   0.99993456
 DF6018!UTM  16      -   0.99996031  x   0.99972642  =   0.99968674
 DF6018
 DF6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9861564278(NAD 83)
 DF6018
 DF6018                          SUPERSEDED SURVEY CONTROL
 DF6018
 DF6018  NAD 83(2007)-  43 55 28.71551(N)    088 15 46.60942(W) AD(2002.00) 0
 DF6018  ELLIP H (02/10/07)  253.191  (m)                       GP(2002.00)    
 DF6018  NAD 83(1997)-  43 55 28.71551(N)    088 15 46.60955(W) AD(       ) 1
 DF6018  ELLIP H (06/11/03)  253.185  (m)                       GP(       ) 3 1
 DF6018  NAVD 88 (07/26/07)  289.09   (m)  GEOID03  model used  GPS OBS        
 DF6018  NAVD 88 (06/11/03)  289.10   (m)  GEOID99  model used  GPS OBS        
 DF6018
 DF6018.Superseded values are not recommended for survey control.
 DF6018
 DF6018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6018.See file dsdata.pdf to determine how the superseded data were derived.
 DF6018
 DF6018_MARKER: DD = SURVEY DISK
 DF6018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6018_STAMPING: CALUMET N GPS 1993
 DF6018_MARK LOGO: WI-039
 DF6018_PROJECTION: FLUSH
 DF6018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6018+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DF6018
 DF6018  HISTORY     - Date     Condition        Report By
 DF6018  HISTORY     - 1993     MONUMENTED       WI-039
 DF6018  HISTORY     - 2002     GOOD             WIDT
 DF6018  HISTORY     - 20030630 GOOD             USPSQD
 DF6018  HISTORY     - 20050822 GOOD             WIDT
 DF6018  HISTORY     - 20060930 GOOD             USPSQD
 DF6018
 DF6018                          STATION DESCRIPTION
 DF6018
 DF6018'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6018'THE STATION IS LOCATED ABOUT 45 KM NORTHWEST OF SHEBOYGAN, 35 KM
 DF6018'SOUTHEAST OF APPLETON AND 21 KM NORTHEAST OF FOND DU LAC.
 DF6018'OWNERSHIP--TOWN OF CALUMET.
 DF6018'
 DF6018'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DF6018'HIGHWAY 55 ABOUT 13 KM SOUTHWEST OF THE CITY OF CHILTON, GO SOUTH ON
 DF6018'US HIGHWAY 151 FOR 7.1 KM TO COUNTY HIGHWAY HH ON THE LEFT, TURN LEFT
 DF6018'AND GO EAST ON COUNTY HIGHWAY HHH FOR 3.6 KM TO TOWN HALL ROAD, TURN
 DF6018'LEFT AND GO NORTH ON TOWN HALL ROAD FOR 0.4 KM TO THE STATION ON THE
 DF6018'RIGHT.
 DF6018'
 DF6018'THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER
 DF6018'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.3 M
 DF6018'BELOW ROAD PAVEMENT, 5.1 M EAST OF THE CENTERLINE OF TOWN HALL ROAD,
 DF6018'0.4 KM NORTH OF COUNTY HH, 60 M NORTH OF FIELD ENTRANCE, 38 M SOUTH
 DF6018'FIELD ENTRANCE, 4 M WEST OF CULTIVATED FIELD, 0.9 M WEST OF A WHITE
 DF6018'PLASTIC WITNESS POST, 1.0 M SOUTH AND 1.0 M NORTH OF TWO 4X4 ORANGE
 DF6018'PLASTIC WITNESS POSTS.
 DF6018'
 DF6018'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF6018'DEGREES ABOVE THE HORIZON.
 DF6018
 DF6018                          STATION RECOVERY (2003)
 DF6018
 DF6018'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6018'THE STATION IS 0.25 MILE NORTH OF COUNTY HH AND 0.75 MILE SOUTH OF
 DF6018'COUNTY HIGHWAY HHH ON TOWN HALL ROAD.
 DF6018
 DF6018                          STATION RECOVERY (2005)
 DF6018
 DF6018'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6018'THERE IS NO WHITE PLASTIC WITNESS POST PRESENT.
 DF6018'
 DF6018'THE STATION IS 1.0 M NORTHWEST (NOT NORTH) AND 1.0 M SOUTHWEST (NOT
 DF6018'SOUTH) OF TWO 4X4 ORANGE PLASTIC GUARD POSTS.  THERE ARE A FEW SCRAPES
 DF6018'ON THE DISK.
 DF6018
 DF6018                          STATION RECOVERY (2006)
 DF6018
 DF6018'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF6018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6105 ***********************************************************************
 DF6105  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6105  DESIGNATION -  CALUMET W GPS
 DF6105  PID         -  DF6105
 DF6105  STATE/COUNTY-  WI/FOND DU LAC
 DF6105  COUNTRY     -  US
 DF6105  USGS QUAD   -  BROTHERTOWN (2018)
 DF6105
 DF6105                         *CURRENT SURVEY CONTROL
 DF6105  ______________________________________________________________________
 DF6105* NAD 83(2011) POSITION- 43 54 07.68851(N) 088 18 07.93029(W)   ADJUSTED
 DF6105* NAD 83(2011) ELLIP HT-   234.529 (meters)        (06/27/12)   ADJUSTED
 DF6105* NAD 83(2011) EPOCH   -  2010.00
 DF6105* NAVD 88 ORTHO HEIGHT -   270.50  (meters)      887.5   (feet) GPS OBS
 DF6105  ______________________________________________________________________
 DF6105  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6105  GEOID HEIGHT    -        -35.971 (meters)                     GEOID12A
 DF6105  GEOID HEIGHT    -        -35.967 (meters)                     GEOID18
 DF6105  NAD 83(2011) X  -    136,382.523 (meters)                     COMP
 DF6105  NAD 83(2011) Y  - -4,601,171.450 (meters)                     COMP
 DF6105  NAD 83(2011) Z  -  4,400,425.817 (meters)                     COMP
 DF6105  LAPLACE CORR    -          2.57  (seconds)                    DEFLEC18
 DF6105
 DF6105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6105  Standards:
 DF6105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6105  -------------------------------------------------------------------
 DF6105  NETWORK    0.35   0.43           0.16   0.12   0.22     -0.00041819
 DF6105  -------------------------------------------------------------------
 DF6105  Click here for local accuracies and other accuracy information.
 DF6105
 DF6105.The horizontal coordinates were established by GPS observations
 DF6105.and adjusted by the National Geodetic Survey in June 2012.
 DF6105
 DF6105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6105.been affixed to the stable North American tectonic plate. See 
 DF6105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6105
 DF6105.The horizontal coordinates are valid at the epoch date displayed above
 DF6105.which is a decimal equivalence of Year/Month/Day.
 DF6105
 DF6105.The orthometric height was determined by GPS observations and a
 DF6105.high-resolution geoid model using precise GPS observation and
 DF6105.processing techniques.
 DF6105
 DF6105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6105.GEOID18 height accuracy estimate available here.
 DF6105
 DF6105.Click photographs - Photos may exist for this station.
 DF6105
 DF6105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6105
 DF6105.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6105
 DF6105.The ellipsoidal height was determined by GPS observations
 DF6105.and is referenced to NAD 83.
 DF6105
 DF6105. The following values were computed from the NAD 83(2011) position.
 DF6105
 DF6105;                    North         East     Units Scale Factor Converg.
 DF6105;SPC WI S     -   212,701.950   736,384.061   MT  0.99997073   +1 09 59.6
 DF6105;SPC WI S     -   697,839.65  2,415,953.37   sFT  0.99997073   +1 09 59.6
 DF6105;UTM  16      - 4,861,827.487   395,425.228   MT  0.99973450   -0 54 11.0
 DF6105
 DF6105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6105!SPC WI S     -   0.99996323  x   0.99997073  =   0.99993396
 DF6105!UTM  16      -   0.99996323  x   0.99973450  =   0.99969774
 DF6105
 DF6105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9542561827(NAD 83)
 DF6105
 DF6105                          SUPERSEDED SURVEY CONTROL
 DF6105
 DF6105  NAD 83(2007)-  43 54 07.68858(N)    088 18 07.93114(W) AD(2002.00) 0
 DF6105  ELLIP H (02/10/07)  234.567  (m)                       GP(2002.00)    
 DF6105  NAD 83(1997)-  43 54 07.68855(N)    088 18 07.93126(W) AD(       ) 1
 DF6105  ELLIP H (06/11/03)  234.563  (m)                       GP(       ) 3 1
 DF6105  NAVD 88 (07/26/07)  270.45   (m)  GEOID03  model used  GPS OBS        
 DF6105  NAVD 88 (06/11/03)  270.47   (m)  GEOID99  model used  GPS OBS        
 DF6105
 DF6105.Superseded values are not recommended for survey control.
 DF6105
 DF6105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6105.See file dsdata.pdf to determine how the superseded data were derived.
 DF6105
 DF6105_MARKER: DD = SURVEY DISK
 DF6105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6105_STAMPING: CALUMET W GPS 1993
 DF6105_MARK LOGO: WI-039
 DF6105_PROJECTION: FLUSH
 DF6105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6105+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DF6105
 DF6105  HISTORY     - Date     Condition        Report By
 DF6105  HISTORY     - 1993     MONUMENTED       WI-039
 DF6105  HISTORY     - 2002     GOOD             WIDT
 DF6105  HISTORY     - 20030708 GOOD             USPSQD
 DF6105  HISTORY     - 20050822 GOOD             WIDT
 DF6105  HISTORY     - 20060930 GOOD             USPSQD
 DF6105
 DF6105                          STATION DESCRIPTION
 DF6105
 DF6105'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6105'THE STATION IS LOCATED ABOUT 18 KM (11.2 MI) NORTHEAST OF FOND DU LAC
 DF6105'AND 18 KM (11.2 MI) SOUTHWEST OF CHILTON.  OWNERSHIP--FOND DU LAC
 DF6105'COUNTY.
 DF6105'
 DF6105'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH WI 55
 DF6105'ABOUT 13 KM (8.1 MI) SOUTHWEST OF THE CITY OF CHILTON, GO SOUTH ON US
 DF6105'HIGHWAY 151 FOR 10 KM (6.2 MI) TO COUNTY HIGHWAY W. TURN LEFT AND GO
 DF6105'SOUTHEAST ON COUNTY HIGHWAY W FOR 1.0 KM (0.6 MI) TO KIEL ROAD ON THE
 DF6105'LEFT.  CONTINUE SOUTHEAST ON COUNTY HIGHWAY W FOR 0.6 KM (0.4 MI) TO
 DF6105'THE STATION ON THE RIGHT.
 DF6105'
 DF6105'THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER
 DF6105'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DF6105'OF 1.8 M (5.9 FT) AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF6105'STATION IS 7.5 M (24.6 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DF6105'HIGHWAY W, 139 M (456.0 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF A
 DF6105'PRIVATE ENTRANCE, 36.0 M (118.1 FT) SOUTH OF A POWER POLE, 4 M
 DF6105'(13.1 FT) EAST OF A CULTIVATED FIELD, 1.0 M (3.3 FT) EAST, 1.0 M
 DF6105'(3.3 FT) SOUTH AND 1.0 M (3.3 FT) NORTHWEST OF THREE 4X4 ORANGE
 DF6105'PLASTIC WITNESS POSTS.  NOTE-THIS STATION HAS NO VISIBLE
 DF6105'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6105
 DF6105                          STATION RECOVERY (2003)
 DF6105
 DF6105'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6105'RECOVERED IN GOOD CONDITION.
 DF6105
 DF6105                          STATION RECOVERY (2005)
 DF6105
 DF6105'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6105'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 24.7 M SOUTHEAST OF
 DF6105'THE CENTERLINE OF THE PRIVATE ENTRANCE TO --N9968--.  NOTE-- THE
 DF6105'STATION IS 1.0 M NORTHEAST (NOT EAST), 1.0 M SOUTHEAST (NOT SOUTH),
 DF6105'AND 1.0 M NORTHWEST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 DF6105
 DF6105                          STATION RECOVERY (2006)
 DF6105
 DF6105'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF6105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1256 ***********************************************************************
 OM1256  CBN         -  This is a Cooperative Base Network Control Station.
 OM1256  DESIGNATION -  CAMBRIA GPS
 OM1256  PID         -  OM1256
 OM1256  STATE/COUNTY-  WI/COLUMBIA
 OM1256  COUNTRY     -  US
 OM1256  USGS QUAD   -  RANDOLPH (2018)
 OM1256
 OM1256                         *CURRENT SURVEY CONTROL
 OM1256  ______________________________________________________________________
 OM1256* NAD 83(2011) POSITION- 43 34 10.47590(N) 089 06 09.35882(W)   ADJUSTED
 OM1256* NAD 83(2011) ELLIP HT-   268.322 (meters)        (06/27/12)   ADJUSTED
 OM1256* NAD 83(2011) EPOCH   -  2010.00
 OM1256* NAVD 88 ORTHO HEIGHT -   303.879 (meters)      996.98  (feet) ADJUSTED
 OM1256  ______________________________________________________________________
 OM1256  GEOID HEIGHT    -        -35.554 (meters)                     GEOID18
 OM1256  NAD 83(2011) X  -     72,495.443 (meters)                     COMP
 OM1256  NAD 83(2011) Y  - -4,628,194.486 (meters)                     COMP
 OM1256  NAD 83(2011) Z  -  4,373,750.747 (meters)                     COMP
 OM1256  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 OM1256  DYNAMIC HEIGHT  -        303.805 (meters)      996.73  (feet) COMP
 OM1256  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 OM1256
 OM1256  VERT ORDER      -  SECOND    CLASS I
 OM1256
 OM1256  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1256  Standards:
 OM1256         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1256            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1256  -------------------------------------------------------------------
 OM1256  NETWORK    0.27   0.35           0.12   0.10   0.18     -0.03832355
 OM1256  -------------------------------------------------------------------
 OM1256  Click here for local accuracies and other accuracy information.
 OM1256
 OM1256.The horizontal coordinates were established by GPS observations
 OM1256.and adjusted by the National Geodetic Survey in June 2012.
 OM1256
 OM1256.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1256.been affixed to the stable North American tectonic plate. See 
 OM1256.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1256
 OM1256.The horizontal coordinates are valid at the epoch date displayed above
 OM1256.which is a decimal equivalence of Year/Month/Day.
 OM1256
 OM1256.The orthometric height was determined by differential leveling and
 OM1256.adjusted by the WI DEPT OF TRANSP
 OM1256.in May 2012.
 OM1256
 OM1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1256.GEOID18 height accuracy estimate available here.
 OM1256
 OM1256.Click photographs - Photos may exist for this station.
 OM1256
 OM1256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1256
 OM1256.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1256
 OM1256.The ellipsoidal height was determined by GPS observations
 OM1256.and is referenced to NAD 83.
 OM1256
 OM1256.The dynamic height is computed by dividing the NAVD 88
 OM1256.geopotential number by the normal gravity value computed on the
 OM1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1256.degrees latitude (g = 980.6199 gals.).
 OM1256
 OM1256.The modeled gravity was interpolated from observed gravity values.
 OM1256
 OM1256. The following values were computed from the NAD 83(2011) position.
 OM1256
 OM1256;                    North         East     Units Scale Factor Converg.
 OM1256;SPC WI S     -   174,755.694   672,489.385   MT  0.99993685   +0 36 59.8
 OM1256;SPC WI S     -   573,344.31  2,206,325.59   sFT  0.99993685   +0 36 59.8
 OM1256;UTM  16      - 4,826,216.223   330,210.095   MT  0.99995461   -1 26 58.3
 OM1256
 OM1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1256!SPC WI S     -   0.99995793  x   0.99993685  =   0.99989478
 OM1256!UTM  16      -   0.99995793  x   0.99995461  =   0.99991254
 OM1256
 OM1256:                Primary Azimuth Mark                     Grid Az
 OM1256:SPC WI S     -  CAMBRIA GPS AZ MK                        272 51 03.7
 OM1256:UTM  16      -  CAMBRIA GPS AZ MK                        274 55 01.8
 OM1256
 OM1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3021026216(NAD 83)
 OM1256
 OM1256|---------------------------------------------------------------------|
 OM1256| PID    Reference Object                     Distance      Geod. Az  |
 OM1256|                                                           dddmmss.s |
 OM1256| DQ5353 CAMBRIA GPS AZ MK                   APPROX. 0.8 KM 2732803.5 |
 OM1256|---------------------------------------------------------------------|
 OM1256
 OM1256                          SUPERSEDED SURVEY CONTROL
 OM1256
 OM1256  NAD 83(2007)-  43 34 10.47598(N)    089 06 09.35965(W) AD(2002.00) 0
 OM1256  ELLIP H (02/10/07)  268.359  (m)                       GP(2002.00)    
 OM1256  NAD 83(1997)-  43 34 10.47581(N)    089 06 09.35995(W) AD(       ) A
 OM1256  ELLIP H (04/28/99)  268.357  (m)                       GP(       ) 3 1
 OM1256  NAD 83(1991)-  43 34 10.47509(N)    089 06 09.35749(W) AD(       ) B
 OM1256  ELLIP H (06/11/91)  268.437  (m)                       GP(       ) 4 1
 OM1256  NAVD 88             303.86   (m)          996.9    (f) LEVELING    3  
 OM1256  NAVD 88 (04/20/07)  303.856  (m)          996.90   (f) SUPERSEDED  2 1
 OM1256  NAVD 88 (07/06/00)  303.84   (m)  GEOID99  model used  GPS OBS        
 OM1256  NAVD 88 (04/28/99)  303.9    (m)  UNKNOWN  model used  GPS OBS        
 OM1256  NGVD 29 (06/11/91)  303.9    (m)  UNKNOWN  model used  GPS OBS        
 OM1256
 OM1256.Superseded values are not recommended for survey control.
 OM1256
 OM1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1256.See file dsdata.pdf to determine how the superseded data were derived.
 OM1256
 OM1256_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1256_STAMPING: CAMBRIA GPS 1989
 OM1256_MARK LOGO: NGS
 OM1256_PROJECTION: FLUSH
 OM1256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1256+STABILITY: SURFACE MOTION
 OM1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1256+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 OM1256
 OM1256  HISTORY     - Date     Condition        Report By
 OM1256  HISTORY     - 1989     MONUMENTED       WIDT
 OM1256  HISTORY     - 19900808 GOOD
 OM1256  HISTORY     - 19971110 GOOD             WIHD
 OM1256  HISTORY     - 19991208 GOOD             WIDT
 OM1256  HISTORY     - 20000920 GOOD             WIDT
 OM1256  HISTORY     - 20010920 GOOD             JCLS
 OM1256  HISTORY     - 2003     GOOD             WIDT
 OM1256  HISTORY     - 20040708 GOOD             WIDT
 OM1256  HISTORY     - 20040816 GOOD             WIDT
 OM1256  HISTORY     - 20051228 GOOD             WIDT
 OM1256  HISTORY     - 20070515 GOOD             JCLS
 OM1256  HISTORY     - 20080430 GOOD             WIDT
 OM1256  HISTORY     - 20100223 GOOD             AEROME
 OM1256  HISTORY     - 20160912 GOOD             WIDT
 OM1256
 OM1256                          STATION DESCRIPTION
 OM1256
 OM1256'DESCRIBED BY WI DEPT OF TRANSP 1989
 OM1256'THE STATION IS LOCATED ABOUT 28.5 KM (17.70 MI) EAST OF PORTAGE, 24.0
 OM1256'KM (14.90 MI) NORTHWEST OF BEAVER DAM, 23.5 KM (14.60 MI) NORTH OF
 OM1256'COLUMBUS.  OWNERSHIP--STATE HIGHWAY R.O.W.
 OM1256'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 146, GO NORTH FOR
 OM1256'78.7 M (258.2 FT) ON STATE HIGHWAY 146 TO THE STATION ON THE LEFT.
 OM1256'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--CAMBRIA
 OM1256'GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT SET
 OM1256'FLUSH WITH THE GROUND.  LOCATED 78.7 M (258.2 FT) NORTH FROM THE
 OM1256'CENTER-LINE OF STATE HIGHWAY 33, 15.5 M (50.9 FT) WEST FROM THE
 OM1256'CENTER-LINE OF STATE HIGHWAY 146, 9.75 M (32.0 FT) SOUTHEAST FROM A
 OM1256'R.O.W. MARKER, 1.0 M (3.3 FT) EAST FROM A CARSONITE WITNESS POST.
 OM1256
 OM1256                          STATION RECOVERY (1990)
 OM1256
 OM1256'RECOVERED 1990
 OM1256'RECOVERED IN GOOD CONDITION.
 OM1256
 OM1256                          STATION RECOVERY (1997)
 OM1256
 OM1256'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 OM1256'THE STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) NORTH OF CAMBRIA, 24.16
 OM1256'KM (15.00 MI) NORTHWEST OF BEAVER DAM, AND 28.99 KM (18.00 MI) EAST OF
 OM1256'PORTAGE IN THE NORTHWEST QUADRANT OF THE HIGHWAY RIGHT-OF-WAY AT THE
 OM1256'JUNCTION OF STATE HIGHWAY 33 WITH STATE HIGHWAY 146 SOUTH AND COUNTY
 OM1256'HIGHWAY M NORTH.  TO REACH THE STATION FROM THE INTERSECTION OF
 OM1256'HIGHWAY 146 (MADISON STREET) AND COUNTY HIGHWAY P (EDGEWATER STREET)
 OM1256'IN THE VILLAGE OF CAMBRIA, GO NORTH AND NORTHEAST 3.14 KM (1.95 MI) ON
 OM1256'HIGHWAY 146 TO THE JUNCTION WITH HIGHWAY 33, CONTINUE NORTH 0.08 KM
 OM1256'(0.05 MI) ON HIGHWAY M TO THE STATION ON THE LEFT.  THE STATION IS A
 OM1256'BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF A 40-CM
 OM1256'(16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH WITH THE GROUND AT
 OM1256'THE TOP OF A HIGHWAY DITCH BACKSLOPE AND ABOUT 2 M (6.6 FT) HIGHER
 OM1256'THAN THE HIGHWAY PAVEMENT.  THE STATION IS 15.40 M (50.52 FT) WEST OF
 OM1256'THE CENTERLINE OF HIGHWAY M, SLOPE DISTANCE 69.3 M (227.4 FT) NORTH OF
 OM1256'THE CENTERLINE OF HIGHWAY 33, SLOPE DISTANCE 59.9 M (196.5 FT)
 OM1256'NORTH-NORTHWEST OF A STOP SIGN POST, 9.85 M (32.32 FT) SOUTHEAST OF A
 OM1256'STEEL R-O-W POST, 1.01 M (3.31 FT) EAST OF AN ORANGE FIBERGLASS
 OM1256'WITNESS POST, AND 0.46 M (1.51 FT) WEST OF A WHITE PLASTIC WITNESS
 OM1256'POST.
 OM1256
 OM1256                          STATION RECOVERY (1999)
 OM1256
 OM1256'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1256'RECOVERED AS DESCRIBED.
 OM1256
 OM1256                          STATION RECOVERY (2000)
 OM1256
 OM1256'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM1256'RECOVERED AS DESCRIBED.
 OM1256
 OM1256                          STATION RECOVERY (2001)
 OM1256
 OM1256'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 OM1256'RECOVERED IN GOOD CONDITION.
 OM1256
 OM1256                          STATION RECOVERY (2003)
 OM1256
 OM1256'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1256'RECOVERED AS DESCRIBED.
 OM1256
 OM1256                          STATION RECOVERY (2004)
 OM1256
 OM1256'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1256'---NOTE---ADD THE STATION IS 1.0 M EAST, SOUTHWEST, NORTHWEST OF THREE
 OM1256'ORANGE 4X4  PLASTIC WITNESS POSTS.
 OM1256
 OM1256                          STATION RECOVERY (2004)
 OM1256
 OM1256'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 OM1256'RECOVERED AS DESCRIBED.
 OM1256
 OM1256                          STATION RECOVERY (2005)
 OM1256
 OM1256'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 OM1256'RECOVERED AS DESCRIBED.
 OM1256
 OM1256                          STATION RECOVERY (2007)
 OM1256
 OM1256'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007
 OM1256'RECOVERED IN GOOD CONDITION.
 OM1256
 OM1256                          STATION RECOVERY (2008)
 OM1256
 OM1256'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 OM1256'RECOVERED IN GOOD CONDITION.
 OM1256
 OM1256                          STATION RECOVERY (2010)
 OM1256
 OM1256'RECOVERY NOTE BY AERO METRIC INC 2010
 OM1256'RECOVERED IN GOOD CONDITION.
 OM1256
 OM1256                          STATION RECOVERY (2016)
 OM1256
 OM1256'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 OM1256'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5353 ***********************************************************************
 DQ5353  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ5353  DESIGNATION -  CAMBRIA GPS AZ MK
 DQ5353  PID         -  DQ5353
 DQ5353  STATE/COUNTY-  WI/COLUMBIA
 DQ5353  COUNTRY     -  US
 DQ5353  USGS QUAD   -  RANDOLPH (2018)
 DQ5353
 DQ5353                         *CURRENT SURVEY CONTROL
 DQ5353  ______________________________________________________________________
 DQ5353* NAD 83(2011) POSITION- 43 34 12.03099(N) 089 06 44.68907(W)   ADJUSTED
 DQ5353* NAD 83(2011) ELLIP HT-   280.959 (meters)        (09/21/17)   ADJUSTED
 DQ5353* NAD 83(2011) EPOCH   -  2010.00
 DQ5353* NAVD 88 ORTHO HEIGHT -   316.52  (meters)     1038.4   (feet) GPS OBS
 DQ5353  ______________________________________________________________________
 DQ5353  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ5353  GEOID HEIGHT    -        -35.559 (meters)                     GEOID12B
 DQ5353  GEOID HEIGHT    -        -35.561 (meters)                     GEOID18
 DQ5353  NAD 83(2011) X  -     71,702.327 (meters)                     COMP
 DQ5353  NAD 83(2011) Y  - -4,628,182.914 (meters)                     COMP
 DQ5353  NAD 83(2011) Z  -  4,373,794.232 (meters)                     COMP
 DQ5353  LAPLACE CORR    -          1.58  (seconds)                    DEFLEC18
 DQ5353
 DQ5353  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5353  Standards:
 DQ5353         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5353            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5353  -------------------------------------------------------------------
 DQ5353  NETWORK    0.31   0.37           0.14   0.11   0.19     -0.07226769
 DQ5353  -------------------------------------------------------------------
 DQ5353  Click here for local accuracies and other accuracy information.
 DQ5353
 DQ5353.The horizontal coordinates were established by GPS observations
 DQ5353.and adjusted by the WI DEPT OF TRANSP in September 2017.
 DQ5353
 DQ5353.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5353.been affixed to the stable North American tectonic plate. See 
 DQ5353.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5353
 DQ5353.The horizontal coordinates are valid at the epoch date displayed above
 DQ5353.which is a decimal equivalence of Year/Month/Day.
 DQ5353
 DQ5353.The orthometric height was determined by GPS observations and a
 DQ5353.high-resolution geoid model using precise GPS observation and
 DQ5353.processing techniques.
 DQ5353
 DQ5353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5353.GEOID18 height accuracy estimate available here.
 DQ5353
 DQ5353.Click photographs - Photos may exist for this station.
 DQ5353
 DQ5353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5353
 DQ5353.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5353
 DQ5353.The ellipsoidal height was determined by GPS observations
 DQ5353.and is referenced to NAD 83.
 DQ5353
 DQ5353. The following values were computed from the NAD 83(2011) position.
 DQ5353
 DQ5353;                    North         East     Units Scale Factor Converg.
 DQ5353;SPC WI S     -   174,795.197   671,696.161   MT  0.99993687   +0 36 35.5
 DQ5353;SPC WI S     -   573,473.91  2,203,723.15   sFT  0.99993687   +0 36 35.5
 DQ5353;UTM  16      - 4,826,284.300   329,418.796   MT  0.99995793   -1 27 22.7
 DQ5353
 DQ5353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5353!SPC WI S     -   0.99995594  x   0.99993687  =   0.99989282
 DQ5353!UTM  16      -   0.99995594  x   0.99995793  =   0.99991388
 DQ5353
 DQ5353:                Primary Azimuth Mark                     Grid Az
 DQ5353:SPC WI S     -  CAMBRIA GPS                              092 51 03.6
 DQ5353:UTM  16      -  CAMBRIA GPS                              094 55 01.8
 DQ5353
 DQ5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2941826284(NAD 83)
 DQ5353
 DQ5353|---------------------------------------------------------------------|
 DQ5353| PID    Reference Object                     Distance      Geod. Az  |
 DQ5353|                                                           dddmmss.s |
 DQ5353| OM1256 CAMBRIA GPS                         APPROX. 0.8 KM 0932739.1 |
 DQ5353|---------------------------------------------------------------------|
 DQ5353
 DQ5353                          SUPERSEDED SURVEY CONTROL
 DQ5353
 DQ5353.No superseded survey control is available for this station.
 DQ5353
 DQ5353_MARKER: DZ = AZIMUTH MARK DISK
 DQ5353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5353_STAMPING: CAMBRIA GPS 1989
 DQ5353_MARK LOGO: NGS
 DQ5353_PROJECTION: FLUSH
 DQ5353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5353+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 DQ5353
 DQ5353  HISTORY     - Date     Condition        Report By
 DQ5353  HISTORY     - 1989     MONUMENTED       WIDT
 DQ5353  HISTORY     - 20160912 GOOD             WIDT
 DQ5353
 DQ5353                          STATION DESCRIPTION
 DQ5353
 DQ5353'DESCRIBED BY WI DEPT OF TRANSP 2016 (EPS)
 DQ5353'THE STATION IS 10 MI (16.1 KM) WEST OF FOX LAKE, 9.5 MI (15.3 KM)
 DQ5353'EAST-NORTHEAST OF PARDEEVILLE AND 2 MI (3.2 KM) NORTH OF CAMBRIA.
 DQ5353'
 DQ5353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WITH STATE
 DQ5353'HIGHWAY 73 ABOUT 1 MI (1.6 KM) NORTH OF THE VILLAGE OF RANDOLPH, GO
 DQ5353'WEST ON STATE HIGHWAY 33 FOR 5.2 MI (8.4 KM) TO STATE HIGHWAY 146 ON
 DQ5353'THE LEFT AND COUNTY HIGHWAY M ON THE RIGHT.  CONTINUE WEST ON STATE
 DQ5353'HIGHWAY 33 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DQ5353'
 DQ5353'THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY AZIMUTH MARK DISK SET
 DQ5353'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST LOCATED WITHIN
 DQ5353'THE RIGHT-OF-WAY ABOUT 2 M (6.6 FT) HIGHER THAN PAVEMENT GRADE.  THE
 DQ5353'STATION IS 21.5 M (70.5 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DQ5353'33, 3.4 M (11.2 FT) NORTHWEST OF A TELEPHONE PEDESTAL '11-U-1005', 3.2
 DQ5353'M (10.5 FT) NORTH OF A METAL RIGHT-OF-WAY POST, 2.8 M (9.2 FT)
 DQ5353'NORTH-NORTHWEST OF A POWER PEDESTAL 'SP2941' AND LOCATED IN THE CENTER
 DQ5353'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 DQ5353'
 DQ5353'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5353'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0984 ***********************************************************************
 OM0984  DESIGNATION -  CAMBRIA MUNICIPAL TANK
 OM0984  PID         -  OM0984
 OM0984  STATE/COUNTY-  WI/COLUMBIA
 OM0984  COUNTRY     -  US
 OM0984  USGS QUAD   -  RANDOLPH (2018)
 OM0984
 OM0984                         *CURRENT SURVEY CONTROL
 OM0984  ______________________________________________________________________
 OM0984* NAD 83(1991) POSITION- 43 32 32.83343(N) 089 06 21.59901(W)   ADJUSTED
 OM0984  ______________________________________________________________________
 OM0984  GEOID HEIGHT    -        -35.513 (meters)                     GEOID18
 OM0984  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 OM0984  HORZ ORDER      -  THIRD
 OM0984
 OM0984.The horizontal coordinates were established by classical geodetic methods
 OM0984.and adjusted by the National Geodetic Survey in November 1991.
 OM0984
 OM0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0984.GEOID18 height accuracy estimate available here.
 OM0984
 OM0984.Click photographs - Photos may exist for this station.
 OM0984
 OM0984.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0984
 OM0984. The following values were computed from the NAD 83(1991) position.
 OM0984
 OM0984;                    North         East     Units Scale Factor Converg.
 OM0984;SPC WI S     -   171,739.658   672,247.054   MT  0.99993558   +0 36 51.4
 OM0984;SPC WI S     -   563,449.19  2,205,530.54   sFT  0.99993558   +0 36 51.4
 OM0984;UTM  16      - 4,823,210.824   329,859.196   MT  0.99995608   -1 27 04.2
 OM0984
 OM0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2985923210(NAD 83)
 OM0984
 OM0984                          SUPERSEDED SURVEY CONTROL
 OM0984
 OM0984  NAD 83(1986)-  43 32 32.82240(N)    089 06 21.60659(W) AD(       ) 3
 OM0984  NAD 27      -  43 32 32.86700(N)    089 06 21.19900(W) AD(       ) 3
 OM0984
 OM0984.Superseded values are not recommended for survey control.
 OM0984
 OM0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0984.See file dsdata.pdf to determine how the superseded data were derived.
 OM0984
 OM0984_MARKER: 53 = ELEVATED TANK
 OM0984
 OM0984  HISTORY     - Date     Condition        Report By
 OM0984  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM0984
 OM0984                          STATION DESCRIPTION
 OM0984
 OM0984'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1686 ***********************************************************************
 NH1686  DESIGNATION -  CAMBRIDGE 2
 NH1686  PID         -  NH1686
 NH1686  STATE/COUNTY-  WI/JEFFERSON
 NH1686  COUNTRY     -  US
 NH1686  USGS QUAD   -  BUSSEYVILLE (2018)
 NH1686
 NH1686                         *CURRENT SURVEY CONTROL
 NH1686  ______________________________________________________________________
 NH1686* NAD 83(1991) POSITION- 42 59 01.00985(N) 088 58 07.83902(W)   ADJUSTED
 NH1686* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 NH1686  ______________________________________________________________________
 NH1686  GEOID HEIGHT    -        -34.337 (meters)                     GEOID18
 NH1686  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 NH1686  HORZ ORDER      -  THIRD
 NH1686
 NH1686.The horizontal coordinates were established by classical geodetic methods
 NH1686.and adjusted by the National Geodetic Survey in February 1992.
 NH1686
 NH1686.The orthometric height was scaled from a topographic map.
 NH1686
 NH1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1686.GEOID18 height accuracy estimate available here.
 NH1686
 NH1686.Click photographs - Photos may exist for this station.
 NH1686
 NH1686.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1686
 NH1686. The following values were computed from the NAD 83(1991) position.
 NH1686
 NH1686;                    North         East     Units Scale Factor Converg.
 NH1686;SPC WI S     -   109,790.198   684,098.189   MT  0.99995895   +0 42 30.6
 NH1686;SPC WI S     -   360,203.34  2,244,412.14   sFT  0.99995895   +0 42 30.6
 NH1686;UTM  16      - 4,760,875.902   339,477.842   MT  0.99991700   -1 20 33.4
 NH1686
 NH1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1686!SPC WI S     -   0.99996105  x   0.99995895  =   0.99992000
 NH1686!UTM  16      -   0.99996105  x   0.99991700  =   0.99987805
 NH1686
 NH1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3947760875(NAD 83)
 NH1686
 NH1686                          SUPERSEDED SURVEY CONTROL
 NH1686
 NH1686.No superseded survey control is available for this station.
 NH1686
 NH1686_MARKER: DH = HORIZONTAL CONTROL DISK
 NH1686_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH1686_SP_SET: SURROUNDED BY MASS OF CONCRETE
 NH1686_STAMPING: CAMBRIDGE 2 1982
 NH1686_MARK LOGO: NGS
 NH1686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1686+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 NH1686
 NH1686  HISTORY     - Date     Condition        Report By
 NH1686  HISTORY     - 1982     MONUMENTED       NGS
 NH1686  HISTORY     - 20061004 GOOD             USPSQD
 NH1686
 NH1686                          STATION DESCRIPTION
 NH1686
 NH1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NH1686'THE STATION IS LOCATED ABOUT 2 1/4 MILES SOUTHEAST OF CAMBRIDGE ON A
 NH1686'CUT-BANK BY ROAD RIGHT OF WAY OF U.S. HIGHWAY 12.  IT IS 72.5 FEET,
 NH1686'(22.1 M) NW OF A UTILITY POLE.  1.0 FEET, (0.3 M)  SW OF THE
 NH1686'APPROXIMATE RIGHT OF WAY LINE.  99.0 FEET, (30.2 M) SE OF A UTILITY
 NH1686'POLE. 1.0 FEET, (0.3 M) 0.305 SW OF A WITNESS POST. 49.0 FEET
 NH1686'(14.9 M) NW OF A RIGHT OF WAY MARKER ON LINE TO RM 4.
 NH1686'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRIDGE AT THE CORNER
 NH1686'OF MAIN STREET AND SPRING STREET, GO SOUTHWEST ON U.S. HIGHWAY 12 FOR
 NH1686'0.4 MILES (0.6 KM) TO THE STATION ON LEFT ON A CUT-BANK AS DESCRIBED.
 NH1686'THE STATION IS A STANDARD NGS DISK STAMPED ---CAMBRIDGE 2 1982--- SET
 NH1686'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES 30 CM IN DIAMETER
 NH1686'PROJECTING 2 INCHES 6 CM ABOVE THE GROUND.
 NH1686'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED ---CAMBRIDGE 2
 NH1686'1982--- SET INTO AN IRREGULAR MASS OF CONCRETE 3.5 FEET (1.1 M) BELOW
 NH1686'THE SURFACE.
 NH1686'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED ---CAMBRIDGE 2 NO 3
 NH1686'1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES 30 CM
 NH1686'IN DIAMETER FLUSH WITH GROUND.  LOCATED 79.0 FEET (24.1 M) METERS NE
 NH1686'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 12 AND 2.0 FEET (0.6 M) E
 NH1686'OF A UTILITY POLE AND 1.0 FEET (0.3 M) HIGHER THAN THE STATION.
 NH1686'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED ---CAMBRIDGE2 NO 4
 NH1686'1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES 30 CM
 NH1686'IN DIAMETER FLUSH WITH GROUND.  LOCATED 78.0 FEET (23.8 M) NE OF THE
 NH1686'APPROXIMATE CENTER OF U.S. HIGHWAY 12. 21.0 FEET (6.4 M) SE OF THE
 NH1686'RIGHT OF WAY MARKER AND 2.0 FEET (0.6 M) NW OF A UTILITY POLE AND 1.5
 NH1686'FEET (0.5 M) LOWER THAN THE STATION.
 NH1686'AZMIUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED ---CAMBRIDGE 2
 NH1686'1982--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES 30
 NH1686'CM IN DIAMETER PROJECTING 2 INCHES 6 CM ABOVE THE GROUND.  LOCATED
 NH1686'25.O FEET NW OF THE APPROXIMATE CENTER OF COUNTY ROUTE A. 5.5 FEET
 NH1686'(1.7 M) SW OF A UTILITY POLE WITH TRANSFORMER, 1.0 FEET (0.3 M) NW OF
 NH1686'A WITNESS POST AND 12.10 FEET (3.69 M) NE OF THE APPROXIMATE CENTER
 NH1686'OF A DRIVEWAY.
 NH1686'TO REACH THE AZIMUTH MARK FROM STATION GO SOUTHEAST ON U.S. HIGHWAY 12
 NH1686'FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF COUNTY ROUTE A.  TURN RIGHT
 NH1686'AND GO SOUTHWEST ON COUNTY ROUTE A FOR 0.25 MILES (0.40 KM) TO THE
 NH1686'MARK ON RIGHT AS DESCRIBED.
 NH1686
 NH1686                          STATION RECOVERY (2006)
 NH1686
 NH1686'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH1686'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1685 ***********************************************************************
 NH1685  DESIGNATION -  CAMBRIDGE 2 AZ MK
 NH1685  PID         -  NH1685
 NH1685  STATE/COUNTY-  WI/JEFFERSON
 NH1685  COUNTRY     -  US
 NH1685  USGS QUAD   -  BUSSEYVILLE (2018)
 NH1685
 NH1685                         *CURRENT SURVEY CONTROL
 NH1685  ______________________________________________________________________
 NH1685* NAD 83(1991) POSITION- 42 58 39.64765(N) 088 57 49.46853(W)   ADJUSTED
 NH1685* NAVD 88 ORTHO HEIGHT -   268.    (meters)      879.    (feet) SCALED
 NH1685  ______________________________________________________________________
 NH1685  GEOID HEIGHT    -        -34.327 (meters)                     GEOID18
 NH1685  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 NH1685  HORZ ORDER      -  THIRD
 NH1685
 NH1685.The horizontal coordinates were established by classical geodetic methods
 NH1685.and adjusted by the National Geodetic Survey in February 1992.
 NH1685
 NH1685.The orthometric height was scaled from a topographic map.
 NH1685
 NH1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1685.GEOID18 height accuracy estimate available here.
 NH1685
 NH1685.Click photographs - Photos may exist for this station.
 NH1685
 NH1685.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1685
 NH1685. The following values were computed from the NAD 83(1991) position.
 NH1685
 NH1685;                    North         East     Units Scale Factor Converg.
 NH1685;SPC WI S     -   109,136.219   684,522.538   MT  0.99995971   +0 42 43.3
 NH1685;SPC WI S     -   358,057.75  2,245,804.36   sFT  0.99995971   +0 42 43.3
 NH1685;UTM  16      - 4,760,207.183   339,878.497   MT  0.99991542   -1 20 20.4
 NH1685
 NH1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1685!SPC WI S     -   0.99996330  x   0.99995971  =   0.99992301
 NH1685!UTM  16      -   0.99996330  x   0.99991542  =   0.99987873
 NH1685
 NH1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3987860207(NAD 83)
 NH1685
 NH1685                          SUPERSEDED SURVEY CONTROL
 NH1685
 NH1685.No superseded survey control is available for this station.
 NH1685
 NH1685_MARKER: DZ = AZIMUTH MARK DISK
 NH1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1685_STAMPING: CAMBRIDGE 2 1982
 NH1685_MARK LOGO: NGS
 NH1685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1685+STABILITY: SURFACE MOTION
 NH1685
 NH1685  HISTORY     - Date     Condition        Report By
 NH1685  HISTORY     - 1982     MONUMENTED       NGS
 NH1685  HISTORY     - 20061004 GOOD             USPSQD
 NH1685
 NH1685                          STATION DESCRIPTION
 NH1685
 NH1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NH1685'THE STATION IS LOCATED ABOUTH 2 1/2 MILES SOUTHEAST OF CAMBRIDGE ON
 NH1685'HIGHWAY RIGHT OF WAY.
 NH1685'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRIDGE AT THE CORNER
 NH1685'OF MAIN STREET AND SPRING STREET, GO SOUTHEAST ON U.S. HIGHWAY 12 FOR
 NH1685'2.5 MILES (4.0 KM) TO THE JUNCTION OF COUNTY ROAD M ON LEFT. CONTINUE
 NH1685'SOUTHEAST ON HIGHWAY 12 FOR 0.8 MILES (1.3 KM) TO THE JUNCTION OF
 NH1685'COUNTY ROUTE A.  TURN RIGHT, SOUTH SOUTHWEST ON COUNTY ROUTE A FOR
 NH1685'0.25 MILES (0.40 KM) TO STATION ON RIGHT AS DESCRIBED.
 NH1685'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CAMBRIDGE 2
 NH1685'1982 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NH1685'DESCRIBED BY RONALD L. RAMSEY.
 NH1685
 NH1685                          STATION RECOVERY (2006)
 NH1685
 NH1685'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH1685'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 0.16 MILE SOUTH OF
 NH1685'US HIGHWAY 12.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4840 ***********************************************************************
 DG4840  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4840  DESIGNATION -  CAMBRIDGE GPS
 DG4840  PID         -  DG4840
 DG4840  STATE/COUNTY-  WI/DANE
 DG4840  COUNTRY     -  US
 DG4840  USGS QUAD   -  ROCKDALE (2018)
 DG4840
 DG4840                         *CURRENT SURVEY CONTROL
 DG4840  ______________________________________________________________________
 DG4840* NAD 83(2011) POSITION- 42 59 37.14412(N) 089 03 06.99970(W)   ADJUSTED
 DG4840* NAD 83(2011) ELLIP HT-   248.053 (meters)        (06/27/12)   ADJUSTED
 DG4840* NAD 83(2011) EPOCH   -  2010.00
 DG4840* NAVD 88 ORTHO HEIGHT -   282.40  (meters)      926.5   (feet) GPS OBS
 DG4840  ______________________________________________________________________
 DG4840  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4840  GEOID HEIGHT    -        -34.342 (meters)                     GEOID12A
 DG4840  GEOID HEIGHT    -        -34.347 (meters)                     GEOID18
 DG4840  NAD 83(2011) X  -     77,312.807 (meters)                     COMP
 DG4840  NAD 83(2011) Y  - -4,671,976.086 (meters)                     COMP
 DG4840  NAD 83(2011) Z  -  4,327,155.052 (meters)                     COMP
 DG4840  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 DG4840
 DG4840  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4840  Standards:
 DG4840         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4840            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4840  -------------------------------------------------------------------
 DG4840  NETWORK    0.30   0.37           0.14   0.10   0.19      0.08329489
 DG4840  -------------------------------------------------------------------
 DG4840  Click here for local accuracies and other accuracy information.
 DG4840
 DG4840.The horizontal coordinates were established by GPS observations
 DG4840.and adjusted by the National Geodetic Survey in June 2012.
 DG4840
 DG4840.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4840.been affixed to the stable North American tectonic plate. See 
 DG4840.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4840
 DG4840.The horizontal coordinates are valid at the epoch date displayed above
 DG4840.which is a decimal equivalence of Year/Month/Day.
 DG4840
 DG4840.The orthometric height was determined by GPS observations and a
 DG4840.high-resolution geoid model using precise GPS observation and
 DG4840.processing techniques.
 DG4840
 DG4840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4840.GEOID18 height accuracy estimate available here.
 DG4840
 DG4840.Click photographs - Photos may exist for this station.
 DG4840
 DG4840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4840
 DG4840.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4840
 DG4840.The ellipsoidal height was determined by GPS observations
 DG4840.and is referenced to NAD 83.
 DG4840
 DG4840. The following values were computed from the NAD 83(2011) position.
 DG4840
 DG4840;                    North         East     Units Scale Factor Converg.
 DG4840;SPC WI S     -   110,824.716   677,308.397   MT  0.99995770   +0 39 05.1
 DG4840;SPC WI S     -   363,597.42  2,222,135.97   sFT  0.99995770   +0 39 05.1
 DG4840;UTM  16      - 4,762,152.730   332,729.615   MT  0.99994421   -1 23 58.5
 DG4840
 DG4840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4840!SPC WI S     -   0.99996110  x   0.99995770  =   0.99991880
 DG4840!UTM  16      -   0.99996110  x   0.99994421  =   0.99990531
 DG4840
 DG4840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3272962152(NAD 83)
 DG4840
 DG4840                          SUPERSEDED SURVEY CONTROL
 DG4840
 DG4840  NAD 83(2007)-  42 59 37.14413(N)    089 03 07.00061(W) AD(2002.00) 0
 DG4840  ELLIP H (02/10/07)  248.082  (m)                       GP(2002.00)    
 DG4840  NAD 83(1997)-  42 59 37.14400(N)    089 03 07.00094(W) AD(       ) 1
 DG4840  ELLIP H (04/02/04)  248.082  (m)                       GP(       ) 4 1
 DG4840  NAVD 88 (07/26/07)  282.38   (m)  UNKNOWN  model used  GPS OBS        
 DG4840  NAVD 88 (04/02/04)  282.35   (m)  GEOID03  model used  GPS OBS        
 DG4840
 DG4840.Superseded values are not recommended for survey control.
 DG4840
 DG4840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4840.See file dsdata.pdf to determine how the superseded data were derived.
 DG4840
 DG4840_MARKER: DD = SURVEY DISK
 DG4840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4840_STAMPING: CAMBRIDGE GPS 1992
 DG4840_MARK LOGO: WI-055
 DG4840_PROJECTION: FLUSH
 DG4840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4840+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2017
 DG4840
 DG4840  HISTORY     - Date     Condition        Report By
 DG4840  HISTORY     - 1992     MONUMENTED       WI-055
 DG4840  HISTORY     - 2001     GOOD             WIDT
 DG4840  HISTORY     - 20070417 GOOD             WIDT
 DG4840  HISTORY     - 20101101 GOOD             JCLS
 DG4840  HISTORY     - 20170512 GOOD             WIDT
 DG4840
 DG4840                          STATION DESCRIPTION
 DG4840
 DG4840'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4840'THE STATION IS LOCATED AOUT 32 KM SOUTHEAST OF MADISON AND 3 KM
 DG4840'SOUTHWEST OF CAMBRIDGE. OWNERSHIP--TOWN OF CHRISTIANA. TO REACH THE
 DG4840'STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH STATE HIGHWAY 73 ABOUT
 DG4840'3 KM SOUTH OF THE VILLAGE OF DEERFIELD, GO SOUTH ON STATE HIGHWAY 73
 DG4840'FOR 2.6 KM TO COUNTY HIGHWAY PQ, TURN LEFT AND GO EAST ON COUNTY
 DG4840'HIGHWAY PQ FOR 1.6 KM TO CLEARVIEW ROAD, TURN RIGHT AND GO SOUTH FOR
 DG4840'0.8 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE JEFFERSON
 DG4840'COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 30-CM DIAMETER
 DG4840'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 2.5 M ABOVE THE ROAD
 DG4840'PAVEMENT. THE STATION IS 10.6 M EAST OF THE CENTERLINE OF CLEARVIEW
 DG4840'ROAD, 0.3 KM NORTH OF PRIVATE ENTRANCE --2620--, 39.3 M SOUTHEAST OF
 DG4840'POWER POLE --6-12-10 52/5, AND 2 M WEST OF A CULTIVATED FIELD.
 DG4840'---NOTE---THE STATION IS NORTH, SOUTH AND EAST OF THREE ORANGE 4X4
 DG4840'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4840'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4840
 DG4840                          STATION RECOVERY (2007)
 DG4840
 DG4840'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4840'RECOVERED IN GOOD CONDITION.
 DG4840
 DG4840                          STATION RECOVERY (2010)
 DG4840
 DG4840'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DG4840'RECOVERED IN GOOD CONDITION.
 DG4840
 DG4840                          STATION RECOVERY (2017)
 DG4840
 DG4840'RECOVERY NOTE BY WI DEPT OF TRANSP 2017 (MJH)
 DG4840'THE THREE ORANGE 4X4 PLASTIC WITNESS POSTS MENTIONED IN THE 2001
 DG4840'DESCRIPTION HAVE BEEN REMOVED.  THE STATION IS NOW 3 FT (0.9 M) EAST
 DG4840'OF A SINGLE ORANGE FLEXIBLE MARKER POST.  THE CULTIVATED FIELD
 DG4840'MENTIONED IN 2001 IS NOW THE MAINTAINED LAWN OF A PRIVATE RESIDENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1044 ***********************************************************************
 OM1044  DESIGNATION -  CAMBRIDGE MUNICIPAL WATER TWR
 OM1044  PID         -  OM1044
 OM1044  STATE/COUNTY-  WI/DANE
 OM1044  COUNTRY     -  US
 OM1044  USGS QUAD   -  DEERFIELD (2018)
 OM1044
 OM1044                         *CURRENT SURVEY CONTROL
 OM1044  ______________________________________________________________________
 OM1044* NAD 83(1991) POSITION- 43 00 08.18802(N) 089 00 46.47218(W)   ADJUSTED
 OM1044  ______________________________________________________________________
 OM1044  GEOID HEIGHT    -        -34.368 (meters)                     GEOID18
 OM1044  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 OM1044  HORZ ORDER      -  THIRD
 OM1044
 OM1044.The horizontal coordinates were established by classical geodetic methods
 OM1044.and adjusted by the National Geodetic Survey in November 1991.
 OM1044
 OM1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1044.GEOID18 height accuracy estimate available here.
 OM1044
 OM1044.Click photographs - Photos may exist for this station.
 OM1044
 OM1044.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1044
 OM1044. The following values were computed from the NAD 83(1991) position.
 OM1044
 OM1044;                    North         East     Units Scale Factor Converg.
 OM1044;SPC WI S     -   111,819.529   680,480.023   MT  0.99995665   +0 40 41.6
 OM1044;SPC WI S     -   366,861.24  2,232,541.54   sFT  0.99995665   +0 40 41.6
 OM1044;UTM  16      - 4,763,033.367   335,934.752   MT  0.99993115   -1 22 23.4
 OM1044
 OM1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3593463033(NAD 83)
 OM1044
 OM1044                          SUPERSEDED SURVEY CONTROL
 OM1044
 OM1044  NAD 83(1986)-  43 00 08.18141(N)    089 00 46.47737(W) AD(       ) 3
 OM1044  NAD 27      -  43 00 08.18100(N)    089 00 46.09000(W) AD(       ) 3
 OM1044
 OM1044.Superseded values are not recommended for survey control.
 OM1044
 OM1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1044.See file dsdata.pdf to determine how the superseded data were derived.
 OM1044
 OM1044_MARKER: 54 = WATER TOWER
 OM1044
 OM1044  HISTORY     - Date     Condition        Report By
 OM1044  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1044  HISTORY     - 19940507 GOOD             USPSQD
 OM1044  HISTORY     - 20021227 GOOD             USPSQD
 OM1044
 OM1044                          STATION DESCRIPTION
 OM1044
 OM1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1044'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED
 OM1044'ON THE NORTH SIDE OF SOUTH STREET AND THE SOUTH SIDE OF MAIN
 OM1044'STREET IN THE SOUTHEAST PART OF TOWN.
 OM1044'
 OM1044'THE TOWER IS A SELF SUPPORTING, OCTAGON SHAPED, CEMENT STRUCTURE
 OM1044'PAINTED SILVER WITH THE LEGEND CAMBRIDGE ON THE EAST AND WEST
 OM1044'SIDES.  THE OVERALL HEIGHT OF THE TOWER IS 100 FEET.
 OM1044
 OM1044                          STATION RECOVERY (1994)
 OM1044
 OM1044'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM1044'RECOVERED IN GOOD CONDITION.
 OM1044
 OM1044                          STATION RECOVERY (2002)
 OM1044
 OM1044'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1044'RECOVERED IN GOOD CONDITION.  IT IS SOUTH OF THE T-INTERSECTION OF
 OM1044'MAIN STREET (HIGHWAY 12) AND SIMONSEN STREET.  THE LOWER 2/3 IS AN
 OM1044'OCTOGONAL CONCRETE STRUCTURE WITH THE UPPER 1/3 A BLUE PAINTED METAL
 OM1044'TANK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0134 ***********************************************************************
 QM0134  DESIGNATION -  CAMDEN
 QM0134  PID         -  QM0134
 QM0134  STATE/COUNTY-  WI/FOREST
 QM0134  COUNTRY     -  US
 QM0134  USGS QUAD   -  CRANDON NE (2018)
 QM0134
 QM0134                         *CURRENT SURVEY CONTROL
 QM0134  ______________________________________________________________________
 QM0134* NAD 83(1991) POSITION- 45 39 41.99307(N) 088 47 34.33673(W)   ADJUSTED
 QM0134* NAVD 88 ORTHO HEIGHT -   476.677 (meters)     1563.90  (feet) ADJUSTED
 QM0134  ______________________________________________________________________
 QM0134  GEOID HEIGHT    -        -33.276 (meters)                     GEOID18
 QM0134  LAPLACE CORR    -         -5.79  (seconds)                    DEFLEC18
 QM0134  DYNAMIC HEIGHT  -        476.652 (meters)     1563.82  (feet) COMP
 QM0134  MODELED GRAVITY -    980,546.8   (mgal)                       NAVD 88
 QM0134
 QM0134  HORZ ORDER      -  FIRST
 QM0134  VERT ORDER      -  SECOND    CLASS I
 QM0134
 QM0134.The horizontal coordinates were established by classical geodetic methods
 QM0134.and adjusted by the National Geodetic Survey in November 1991.
 QM0134
 QM0134.The orthometric height was determined by differential leveling and
 QM0134.adjusted by the NATIONAL GEODETIC SURVEY
 QM0134.in February 2017.
 QM0134
 QM0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0134.GEOID18 height accuracy estimate available here.
 QM0134
 QM0134.Click photographs - Photos may exist for this station.
 QM0134
 QM0134.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0134
 QM0134.The dynamic height is computed by dividing the NAVD 88
 QM0134.geopotential number by the normal gravity value computed on the
 QM0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0134.degrees latitude (g = 980.6199 gals.).
 QM0134
 QM0134.The modeled gravity was interpolated from observed gravity values.
 QM0134
 QM0134. The following values were computed from the NAD 83(1991) position.
 QM0134
 QM0134;                    North         East     Units Scale Factor Converg.
 QM0134;SPC WI N     -    55,730.772   694,071.346   MT  0.99998411   +0 52 14.8
 QM0134;SPC WI N     -   182,843.37  2,277,132.41   sFT  0.99998411   +0 52 14.8
 QM0134;UTM  16      - 5,058,020.430   360,330.609   MT  0.99983983   -1 16 57.0
 QM0134
 QM0134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0134!SPC WI N     -   0.99993049  x   0.99998411  =   0.99991460
 QM0134!UTM  16      -   0.99993049  x   0.99983983  =   0.99977033
 QM0134
 QM0134:                Primary Azimuth Mark                     Grid Az
 QM0134:SPC WI N     -  EAGLE                                    085 25 42.7
 QM0134:UTM  16      -  EAGLE                                    087 34 54.5
 QM0134
 QM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6033058020(NAD 83)
 QM0134
 QM0134|---------------------------------------------------------------------|
 QM0134| PID    Reference Object                     Distance      Geod. Az  |
 QM0134|                                                           dddmmss.s |
 QM0134| QM0649 EAGLE                               APPROX. 0.9 KM 0861757.5 |
 QM0134|---------------------------------------------------------------------|
 QM0134
 QM0134                          SUPERSEDED SURVEY CONTROL
 QM0134
 QM0134  NAD 83(1986)-  45 39 41.99914(N)    088 47 34.33491(W) AD(       ) 1
 QM0134  NAD 27      -  45 39 42.13500(N)    088 47 33.94000(W) AD(       ) 1
 QM0134  USSD        -  45 39 42.21000(N)    088 47 33.77100(W) AD(       ) 3
 QM0134  NAVD 88 (06/15/91)  476.486  (m)         1563.27   (f) SUPERSEDED  1 2
 QM0134  NGVD 29 (??/??/92)  476.474  (m)         1563.23   (f) ADJ UNCH    1 2
 QM0134  NGVD 29             476.47   (m)         1563.2    (f) LEVELING    3  
 QM0134
 QM0134.Superseded values are not recommended for survey control.
 QM0134
 QM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0134.See file dsdata.pdf to determine how the superseded data were derived.
 QM0134
 QM0134_MARKER: DS = TRIANGULATION STATION DISK
 QM0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0134_STAMPING: CAMDEN 1921
 QM0134_MARK LOGO: CGS
 QM0134_PROJECTION: FLUSH
 QM0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0134+STABILITY: SURFACE MOTION
 QM0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0134+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2014
 QM0134
 QM0134  HISTORY     - Date     Condition        Report By
 QM0134  HISTORY     - 1921     MONUMENTED       CGS
 QM0134  HISTORY     - 1934     MARK NOT FOUND   CGS
 QM0134  HISTORY     - 1935     GOOD             WIGS
 QM0134  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0134  HISTORY     - 20051206 GOOD             WIDT
 QM0134  HISTORY     - 20140828 GOOD             WIDT
 QM0134
 QM0134                          STATION DESCRIPTION
 QM0134
 QM0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0134'STATION IS ABOUT 5-3/4 MILES W OF LAONA JUNCTION, AT THE
 QM0134'INTERSECTION OF THE EXTENSION OF THE N RAIL OF THE TANGENT
 QM0134'FROM THE W AND THE N RAIL OF THE TANGENT FROM THE E, 5 METERS
 QM0134'E OF THE FOURTH TELEGRAPH POLE E OF MILEPOST 248, AND 6.58
 QM0134'METERS (21.59 FEET) S OF THE S RAIL.
 QM0134'
 QM0134'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 QM0134'IN CONCRETE.
 QM0134
 QM0134                          STATION RECOVERY (1934)
 QM0134
 QM0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0134'4 MI E FROM ARGONNE.
 QM0134'4.0 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0134'MARIE RAILROAD FROM ARGONNE, FOREST COUNTY, 5-3/4 MILES WEST
 QM0134'OF LAONA JUNCTION, 5-1/2 YARDS EAST OF THE FOURTH POLE EAST OF
 QM0134'MILEPOST 248, AT A CURVE, AT THE INTERSECTION OF THE LINES
 QM0134'DEFINED BY THE NORTH RAIL OF THE WEST TANGENT AND THE NORTH
 QM0134'RAIL OF THE EAST TANGENT, AND 21.6 FEET SOUTH OF THE SOUTH
 QM0134'RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED CAMDEN
 QM0134'1921 AND SET IN THE TOP OF A CONCRETE POST.
 QM0134
 QM0134                          STATION RECOVERY (1935)
 QM0134
 QM0134'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0134'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD
 QM0134'CONDITION.
 QM0134
 QM0134                          STATION RECOVERY (1985)
 QM0134
 QM0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0134'MARK NOT FOUND.
 QM0134
 QM0134                          STATION RECOVERY (2005)
 QM0134
 QM0134'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0134'RECOVERED IN GOOD CONDITION. --ADD TO REACH THE STATION FROM THE
 QM0134'JUNCTION OF COUNTY HIGHWAY P WITH COUNTY HIGHWAY G, GO WEST ON COUNTY
 QM0134'HIGHWAY G FOR 0.1 MILES TO A LOGGING ROAD LEADING NORTH, THEN GO
 QM0134'NORTH-NORTHWEST ALONG THE LOGGING ROAD 0.77 MILES. THEN PACK NORTH BY
 QM0134'FOOT FOR 70.0 M TO THE CANADIAN NATIONAL RAILROAD TRACK.
 QM0134'THEN GO EAST ALONG THE TRACK FOR APPROXIMATELY 50.0 M TO THE STATION
 QM0134'ON THE RIGHT.  THE STATION IS 6.6 M SOUTH OF THE SOUTH RAIL, 1.0 M
 QM0134'NORTH OF AN ORANGE FIBERGLASS WITNESS POST.--NOTE--THE STAMPING
 QM0134'(CAMDEN) IS BARELY VISABLE ON THE CAP.
 QM0134
 QM0134                          STATION RECOVERY (2014)
 QM0134
 QM0134'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 QM0134'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0212 ***********************************************************************
 QM0212  DESIGNATION -  CAMERON
 QM0212  PID         -  QM0212
 QM0212  STATE/COUNTY-  WI/FOREST
 QM0212  COUNTRY     -  US
 QM0212  USGS QUAD   -  MONICO NE (2018)
 QM0212
 QM0212                         *CURRENT SURVEY CONTROL
 QM0212  ______________________________________________________________________
 QM0212* NAD 83(1991) POSITION- 45 39 54.32763(N) 089 00 07.24120(W)   ADJUSTED
 QM0212* NAVD 88 ORTHO HEIGHT -   501.511 (meters)     1645.37  (feet) ADJUSTED
 QM0212  ______________________________________________________________________
 QM0212  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 QM0212  LAPLACE CORR    -         -4.97  (seconds)                    DEFLEC18
 QM0212  DYNAMIC HEIGHT  -        501.482 (meters)     1645.28  (feet) COMP
 QM0212  MODELED GRAVITY -    980,541.4   (mgal)                       NAVD 88
 QM0212
 QM0212  HORZ ORDER      -  FIRST
 QM0212  VERT ORDER      -  FIRST     CLASS II
 QM0212
 QM0212.The horizontal coordinates were established by classical geodetic methods
 QM0212.and adjusted by the National Geodetic Survey in November 1991.
 QM0212
 QM0212.The orthometric height was determined by differential leveling and
 QM0212.adjusted by the NATIONAL GEODETIC SURVEY
 QM0212.in June 1991.
 QM0212
 QM0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0212.GEOID18 height accuracy estimate available here.
 QM0212
 QM0212.Click photographs - Photos may exist for this station.
 QM0212
 QM0212.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0212
 QM0212.The dynamic height is computed by dividing the NAVD 88
 QM0212.geopotential number by the normal gravity value computed on the
 QM0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0212.degrees latitude (g = 980.6199 gals.).
 QM0212
 QM0212.The modeled gravity was interpolated from observed gravity values.
 QM0212
 QM0212. The following values were computed from the NAD 83(1991) position.
 QM0212
 QM0212;                    North         East     Units Scale Factor Converg.
 QM0212;SPC WI N     -    55,885.302   677,769.252   MT  0.99998359   +0 43 11.7
 QM0212;SPC WI N     -   183,350.36  2,223,647.95   sFT  0.99998359   +0 43 11.7
 QM0212;UTM  16      - 5,058,787.126   344,047.697   MT  0.99989902   -1 25 56.1
 QM0212
 QM0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0212!SPC WI N     -   0.99992653  x   0.99998359  =   0.99991012
 QM0212!UTM  16      -   0.99992653  x   0.99989902  =   0.99982556
 QM0212
 QM0212:                Primary Azimuth Mark                     Grid Az
 QM0212:SPC WI N     -  DANBURY                                  131 21 05.7
 QM0212:UTM  16      -  DANBURY                                  133 30 13.5
 QM0212
 QM0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4404758787(NAD 83)
 QM0212
 QM0212|---------------------------------------------------------------------|
 QM0212| PID    Reference Object                     Distance      Geod. Az  |
 QM0212|                                                           dddmmss.s |
 QM0212| QM0126 DANBURY                             APPROX. 1.1 KM 1320417.4 |
 QM0212| QM0211 RICE                                289.591 METERS 28657     |
 QM0212|---------------------------------------------------------------------|
 QM0212
 QM0212                          SUPERSEDED SURVEY CONTROL
 QM0212
 QM0212  NAD 83(1986)-  45 39 54.32927(N)    089 00 07.24089(W) AD(       ) 1
 QM0212  NAD 27      -  45 39 54.46600(N)    089 00 06.82100(W) AD(       ) 1
 QM0212  USSD        -  45 39 54.55900(N)    089 00 06.64800(W) AD(       ) 3
 QM0212  NGVD 29 (??/??/92)  501.494  (m)         1645.32   (f) ADJ UNCH    1 2
 QM0212  NGVD 29             501.49   (m)         1645.3    (f) LEVELING    3  
 QM0212
 QM0212.Superseded values are not recommended for survey control.
 QM0212
 QM0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0212.See file dsdata.pdf to determine how the superseded data were derived.
 QM0212
 QM0212_MARKER: DS = TRIANGULATION STATION DISK
 QM0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0212_STAMPING: CAMERON 1921
 QM0212_MARK LOGO: CGS
 QM0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0212+STABILITY: SURFACE MOTION
 QM0212
 QM0212  HISTORY     - Date     Condition        Report By
 QM0212  HISTORY     - 1921     MONUMENTED       CGS
 QM0212  HISTORY     - 1922     GOOD             CGS
 QM0212  HISTORY     - 1931     GOOD             LOCENG
 QM0212  HISTORY     - 1934     GOOD             CGS
 QM0212  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0212
 QM0212                          STATION DESCRIPTION
 QM0212
 QM0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0212'STATION IS ABOUT 5-3/4 MILES W OF ARGONNE ON THE N SIDE OF
 QM0212'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY ON
 QM0212'THE EXTENSION OF THE S RAIL FROM THE E, ON THE FIRST CURVE
 QM0212'E OF ATKINS FLAGSTOP, 35 METERS W OF RAILROAD CULVERT 237
 QM0212'S, AND 7.69 METERS (25.23 FEET) N OF THE NEAREST RAIL.
 QM0212'
 QM0212'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0212'DISKS SET IN CONCRETE.
 QM0212'
 QM0212'THE UNDERGROUND MARK IS 28 INCHES DEEP.
 QM0212'
 QM0212'THE REFERENCE MARK IS ON THE S SIDE OF THE TRACK.
 QM0212
 QM0212                          STATION RECOVERY (1922)
 QM0212
 QM0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0212'6.4 MI W FROM ARGONNE.
 QM0212'ABOUT 6 1/2 MILES WEST OF ARGONNE, ON THE NORTH SIDE OF THE M.
 QM0212'ST. P. AND S. STE. M. RY., ON THE EXTENSION OF THE SOUTH RAIL
 QM0212'FROM THE EAST, ON THE FIRST CURVE EAST OF ATKINS FLATSTOP, 35
 QM0212'METERS WEST OF R.R. CULVERT 237 S., AND 7.69 METERS (25.23 FT.)
 QM0212'NORTH OF THE NEAREST RAIL.
 QM0212
 QM0212                          STATION RECOVERY (1931)
 QM0212
 QM0212'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1931
 QM0212'RECOVERED BY ENG M. ST. P. AND STE. M. RY. CO.
 QM0212'
 QM0212'STATION IS IN GOOD CONDITION.  STATION IS ABOUT 6-3/8 MILES
 QM0212'W OF ARGONNE INSTEAD OF 5-3/4 MILES.
 QM0212
 QM0212                          STATION RECOVERY (1934)
 QM0212
 QM0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0212'RECOVERED IN GOOD CONDITION.
 QM0212
 QM0212                          STATION RECOVERY (1985)
 QM0212
 QM0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0562 ***********************************************************************
 QN0562  DESIGNATION -  CAMERON ABBOTTS DAIRIES STACK
 QN0562  PID         -  QN0562
 QN0562  STATE/COUNTY-  WI/BARRON
 QN0562  COUNTRY     -  US
 QN0562  USGS QUAD   -  RICE LAKE SOUTH (2018)
 QN0562
 QN0562                         *CURRENT SURVEY CONTROL
 QN0562  ______________________________________________________________________
 QN0562* NAD 83(1996) POSITION- 45 24 07.85268(N) 091 44 42.02977(W)   ADJUSTED
 QN0562  ______________________________________________________________________
 QN0562  GEOID HEIGHT    -        -30.307 (meters)                     GEOID18
 QN0562  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 QN0562  HORZ ORDER      -  THIRD
 QN0562
 QN0562.The horizontal coordinates were established by classical geodetic methods
 QN0562.and adjusted by the National Geodetic Survey in March 1999.
 QN0562
 QN0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0562.GEOID18 height accuracy estimate available here.
 QN0562
 QN0562.Click photographs - Photos may exist for this station.
 QN0562
 QN0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0562
 QN0562. The following values were computed from the NAD 83(1996) position.
 QN0562
 QN0562;                    North         East     Units Scale Factor Converg.
 QN0562;SPC WI C     -   175,801.845   463,390.427   MT  0.99998284   -1 13 52.5
 QN0562;SPC WI C     -   576,776.55  1,520,306.76   sFT  0.99998284   -1 13 52.5
 QN0562;UTM  15      - 5,028,395.220   598,218.026   MT  0.99971861   +0 53 37.3
 QN0562
 QN0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9821828395(NAD 83)
 QN0562
 QN0562                          SUPERSEDED SURVEY CONTROL
 QN0562
 QN0562  NAD 83(1991)-  45 24 07.85089(N)    091 44 42.03024(W) AD(       ) 3
 QN0562  NAD 83(1986)-  45 24 07.84502(N)    091 44 42.03618(W) AD(       ) 3
 QN0562  NAD 27      -  45 24 07.99000(N)    091 44 41.42000(W) AD(       ) 3
 QN0562
 QN0562.Superseded values are not recommended for survey control.
 QN0562
 QN0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0562.See file dsdata.pdf to determine how the superseded data were derived.
 QN0562
 QN0562_MARKER: 63 = STACK
 QN0562
 QN0562  HISTORY     - Date     Condition        Report By
 QN0562  HISTORY     - 1934     FIRST OBSERVED   CGS
 QN0562  HISTORY     - 1977     GOOD             NGS
 QN0562
 QN0562                          STATION DESCRIPTION
 QN0562
 QN0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0562'THIS STATION IS THE CENTER OF THE STACK AT THE CAMERON CREAMERY
 QN0562'CO. OF THE ABBOTTS DAIRIES, INC.  IT IS A RED TILE STACK
 QN0562'WITH SLIGHT ORNAMENTAL CORBEL AT THE TOP AND AN ENLARGED
 QN0562'BAND ABOUT 8 FEET BELOW THE TOP.  IT IS LETTERED VERTICALLY C C C
 QN0562'ON THE EAST SIDE.  IT IS ABOUT 125 FEET HIGH AND IS QUITE
 QN0562'PROMINENT.
 QN0562'
 QN0562'THE CREAMERY IS IN THE SOUTHERN PART OF CAMERON, ABOUT 0.45
 QN0562'MILE SOUTH OF U.S. HIGHWAY 8 (MAIN STREET OF TOWN), AND ON
 QN0562'THE WEST SIDE OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK.
 QN0562'THE STACK IS ABOUT 250 FEET WEST OF THE TRACK AT THE WEST
 QN0562'END OF THE MAIN BUILDING OF THE CREAMERY.
 QN0562
 QN0562                          STATION RECOVERY (1977)
 QN0562
 QN0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 QN0562'THE STATION IS NOW OWNED BY SANNA DIVISION OF BEATRICE FOODS,
 QN0562'INCORPORATED.  IT IS RED BRICK STACK, ABOUT 150 FEET IN HEIGHT, WITH
 QN0562'THE LETTERS CC CO ON THE EAST SIDE.  IT IS LOCATED IN THE SOUTH
 QN0562'SECTION OF CAMERON, 250 FEET WEST OF 9TH STREET SOUTH AND ON
 QN0562'GROUNDS OF BEATRICE FOOD PLANT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4457 ***********************************************************************
 DL4457  DESIGNATION -  CAMERON GPS
 DL4457  PID         -  DL4457
 DL4457  STATE/COUNTY-  WI/BARRON
 DL4457  COUNTRY     -  US
 DL4457  USGS QUAD   -  BARRON (2018)
 DL4457
 DL4457                         *CURRENT SURVEY CONTROL
 DL4457  ______________________________________________________________________
 DL4457* NAD 83(2011) POSITION- 45 24 36.47114(N) 091 45 58.53478(W)   ADJUSTED
 DL4457* NAD 83(2011) ELLIP HT-   305.186 (meters)        (04/15/13)   ADJUSTED
 DL4457* NAD 83(2011) EPOCH   -  2010.00
 DL4457* NAVD 88 ORTHO HEIGHT -   335.492 (meters)     1100.69  (feet) ADJUSTED
 DL4457  ______________________________________________________________________
 DL4457  GEOID HEIGHT    -        -30.309 (meters)                     GEOID18
 DL4457  NAD 83(2011) X  -   -138,251.584 (meters)                     COMP
 DL4457  NAD 83(2011) Y  - -4,483,328.856 (meters)                     COMP
 DL4457  NAD 83(2011) Z  -  4,519,680.197 (meters)                     COMP
 DL4457  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 DL4457  DYNAMIC HEIGHT  -        335.467 (meters)     1100.61  (feet) COMP
 DL4457  MODELED GRAVITY -    980,531.8   (mgal)                       NAVD 88
 DL4457
 DL4457  VERT ORDER      -  SECOND    CLASS I
 DL4457
 DL4457  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4457  Standards:
 DL4457         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4457            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4457  -------------------------------------------------------------------
 DL4457  NETWORK    0.63   1.25           0.28   0.23   0.64      0.05355243
 DL4457  -------------------------------------------------------------------
 DL4457  Click here for local accuracies and other accuracy information.
 DL4457
 DL4457.The horizontal coordinates were established by GPS observations
 DL4457.and adjusted by the National Geodetic Survey in April 2013.
 DL4457
 DL4457.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4457.been affixed to the stable North American tectonic plate. See 
 DL4457.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4457
 DL4457.The horizontal coordinates are valid at the epoch date displayed above
 DL4457.which is a decimal equivalence of Year/Month/Day.
 DL4457
 DL4457.The orthometric height was determined by differential leveling and
 DL4457.adjusted by the WI DEPT OF TRANSP
 DL4457.in May 2012.
 DL4457
 DL4457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4457.GEOID18 height accuracy estimate available here.
 DL4457
 DL4457.Click photographs - Photos may exist for this station.
 DL4457
 DL4457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4457
 DL4457.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4457
 DL4457.The ellipsoidal height was determined by GPS observations
 DL4457.and is referenced to NAD 83.
 DL4457
 DL4457.The dynamic height is computed by dividing the NAVD 88
 DL4457.geopotential number by the normal gravity value computed on the
 DL4457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4457.degrees latitude (g = 980.6199 gals.).
 DL4457
 DL4457.The modeled gravity was interpolated from observed gravity values.
 DL4457
 DL4457. The following values were computed from the NAD 83(2011) position.
 DL4457
 DL4457;                    North         East     Units Scale Factor Converg.
 DL4457;SPC WI C     -   176,721.103   461,746.219   MT  0.99998412   -1 14 46.4
 DL4457;SPC WI C     -   579,792.49  1,514,912.39   sFT  0.99998412   -1 14 46.4
 DL4457;UTM  15      - 5,029,252.653   596,541.311   MT  0.99971459   +0 52 43.2
 DL4457
 DL4457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4457!SPC WI C     -   0.99995216  x   0.99998412  =   0.99993628
 DL4457!UTM  15      -   0.99995216  x   0.99971459  =   0.99966676
 DL4457
 DL4457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9654129252(NAD 83)
 DL4457
 DL4457                          SUPERSEDED SURVEY CONTROL
 DL4457
 DL4457  NAD 83(2007)-  45 24 36.47121(N)    091 45 58.53541(W) AD(2002.00) 1
 DL4457  ELLIP H (04/06/12)  305.215  (m)                       GP(2002.00) 1 1
 DL4457  NAVD 88             335.49   (m)         1100.7    (f) LEVELING    3  
 DL4457
 DL4457.Superseded values are not recommended for survey control.
 DL4457
 DL4457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4457.See file dsdata.pdf to determine how the superseded data were derived.
 DL4457
 DL4457_MARKER: DD = SURVEY DISK
 DL4457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4457_STAMPING: CAMERON GPS 2006
 DL4457_MARK LOGO: WIDT
 DL4457_PROJECTION: FLUSH
 DL4457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4457+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 DL4457
 DL4457  HISTORY     - Date     Condition        Report By
 DL4457  HISTORY     - 2005     MONUMENTED       WIDT
 DL4457  HISTORY     - 20071024 GOOD             WIDT
 DL4457
 DL4457                          STATION DESCRIPTION
 DL4457
 DL4457'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4457'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF RICE
 DL4457'LAKE, 4.1 MI (6.6 KM) EAST OF BARRON AND 1.1 MI (1.8 KM) WEST OF
 DL4457'CAMERON.
 DL4457'
 DL4457'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH US
 DL4457'HIGHWAY 8 SOUTHWEST OF THE VILLAGE OF CAMERON, GO WEST ON US HIGHWAY 8
 DL4457'FOR 1.4 MI (2.3 KM) TO COUNTY HIGHWAY O TURN RIGHT AND GO NORTH ON
 DL4457'COUNTY HIGHWAY O FOR 0.4 MI (0.6 KM) TO COUNTY HIGHWAY W TURN RIGHT
 DL4457'AND GO EAST ON COUNTY HIGHWAY W FOR 1.1 MI (1.8 KM) TO 19TH STREET.
 DL4457'TURN LEFT AND GO NORTH ON 19TH STREET FOR 0.2 MI (0.3 KM) TO THE
 DL4457'STATION ON THE LEFT.
 DL4457'
 DL4457'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4457'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4457'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4457'LEVEL WITH THE ROAD PAVEMENT, 12.1 M (39.7 FT) WEST OF THE CENTERLINE
 DL4457'OF 19TH STREET, APPROXIMATELY 133 M (436.4 FT) NORTH OF A RAILROAD
 DL4457'CROSSING AHEAD SIGN, APPROXIMATELY 117 M (383.9 FT) SOUTH OF A LOW
 DL4457'FLYING AIRCRAFT SIGN, 22.4 M (73.5 FT) SOUTH OF A RICE LAKE REGIONAL
 DL4457'AIRPORT NO TRESPASSING SIGN POST, 17.2 M (56.4 FT) SOUTHEAST OF A
 DL4457'METAL FENCE POST WITH TWO BRACES, 7.7 M (25.3 FT) EAST OF AN AIRPORT
 DL4457'SECURITY FENCE AND 1.0 M (3.3 FT) WEST OF A WHITE PLASTIC WITNESS
 DL4457'POST.
 DL4457'
 DL4457'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4457'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0782 ***********************************************************************
 RM0782  DESIGNATION -  CAMP
 RM0782  PID         -  RM0782
 RM0782  STATE/COUNTY-  WI/BAYFIELD
 RM0782  COUNTRY     -  US
 RM0782  USGS QUAD   -  SAND ISLAND (2018)
 RM0782
 RM0782                         *CURRENT SURVEY CONTROL
 RM0782  ______________________________________________________________________
 RM0782* NAD 83(1996) POSITION- 46 57 33.99667(N) 090 52 30.98612(W)   ADJUSTED
 RM0782* NAVD 88 ORTHO HEIGHT -   194.0   (meters)      636.    (feet) VERTCON3
 RM0782  ______________________________________________________________________
 RM0782  GEOID HEIGHT    -        -31.165 (meters)                     GEOID18
 RM0782  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 RM0782  HORZ ORDER      -  SECOND
 RM0782
 RM0782.The horizontal coordinates were established by classical geodetic methods
 RM0782.and adjusted by the National Geodetic Survey in March 1999.
 RM0782
 RM0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0782
 RM0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0782.GEOID18 height accuracy estimate available here.
 RM0782
 RM0782.Click photographs - Photos may exist for this station.
 RM0782
 RM0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0782
 RM0782. The following values were computed from the NAD 83(1996) position.
 RM0782
 RM0782;                    North         East     Units Scale Factor Converg.
 RM0782;SPC WI N     -   199,636.330   533,378.431   MT  1.00004097   -0 37 53.0
 RM0782;SPC WI N     -   654,973.53  1,749,925.74   sFT  1.00004097   -0 37 53.0
 RM0782;UTM  15      - 5,202,848.381   661,653.229   MT  0.99992118   +1 33 11.6
 RM0782
 RM0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0782!SPC WI N     -   0.99997447  x   1.00004097  =   1.00001544
 RM0782!UTM  15      -   0.99997447  x   0.99992118  =   0.99989565
 RM0782
 RM0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN6165302848(NAD 83)
 RM0782
 RM0782                          SUPERSEDED SURVEY CONTROL
 RM0782
 RM0782  NAD 83(1991)-  46 57 33.99663(N)    090 52 30.98479(W) AD(       ) 2
 RM0782  NAD 83(1986)-  46 57 33.98814(N)    090 52 30.97698(W) AD(       ) 2
 RM0782  NAD 27      -  46 57 34.24242(N)    090 52 30.28624(W) AD(       ) 2
 RM0782  NGVD 29 (07/19/86)  194.0    (m)          636.     (f) VERT ANG       
 RM0782
 RM0782.Superseded values are not recommended for survey control.
 RM0782
 RM0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0782.See file dsdata.pdf to determine how the superseded data were derived.
 RM0782
 RM0782_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0782_STAMPING: CAMP 1978
 RM0782_MARK LOGO: NGS
 RM0782_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0782
 RM0782  HISTORY     - Date     Condition        Report By
 RM0782  HISTORY     - 1978     MONUMENTED       NGS
 RM0782
 RM0782                          STATION DESCRIPTION
 RM0782
 RM0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0782'THE STATION IS LOCATED 11 MILES NORTH OF BAYFIELD, ON THE SHORE
 RM0782'OF LAKE SUPERIOR AT THE POINT DETOUR CAMPGROUND.  IT IS ON U.S.
 RM0782'NATIONAL PARK SERVICE PROPERTY.
 RM0782'
 RM0782'TO REACH FROM 1/2 BLOCK NORTH OF THE POST OFFICE IN
 RM0782'BAYFIELD, GO 0.05 MILE EAST TO
 RM0782'AN INTERSECTION.  TURN LEFT AND GO NORTH ON HIGHWAY 13 FOR 5.3 MILES
 RM0782'TO THE JUNCTION OF COUNTY ROAD K.  TURN RIGHT AND GO NORTH AND
 RM0782'WEST ON COUNTY ROAD K FOR 4.7 MILES TO A T-JUNCTION.  TURN RIGHT
 RM0782'AND GO NORTH ON A PAVED ROAD FOR 1.0 MILE TO AN INTERSECTION.
 RM0782'TURN RIGHT AND GO EAST FOR 1.0 MILE TO A T-JUNCTION.  TURN LEFT
 RM0782'AND GO 1.0 MILE NORTH TO A T-JUNCTION.  TURN LEFT AND GO 1.7
 RM0782'MILES WEST AND NORTH TO THE POINT DETOUR CAMPGROUNDS AND THE
 RM0782'STATION.
 RM0782'
 RM0782'THE STATION IS A STANDARD NGS DISK STAMPED---CAMP 1978---,
 RM0782'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE THAT PROJECTS 2
 RM0782'INCHES.  IT IS
 RM0782'263 FEET NORTH FROM THE NORTHWEST CORNER OF THE REST ROOMS,
 RM0782'146 FEET NORTH FROM CAMPSITE NUMBER 16 SIGN NAILED TO A TREE,
 RM0782'32 FEET SOUTH FROM THE NORTH EDGE OF A BANK,
 RM0782'5.6 FEET WEST FROM A TRIANGLE BLAZED POPLAR TREE, AND
 RM0782'3.6 FEET SOUTH FROM A WITNESS SIGN ON A STEEL POST NEXT TO A WOOD
 RM0782'RAIL FENCE.
 RM0782'
 RM0782'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1117 ***********************************************************************
 ON1117  DESIGNATION -  CAMP MCCOY AIRWAY BEACON
 ON1117  PID         -  ON1117
 ON1117  STATE/COUNTY-  WI/MONROE
 ON1117  COUNTRY     -  US
 ON1117  USGS QUAD   -  TOMAH (2018)
 ON1117
 ON1117                         *CURRENT SURVEY CONTROL
 ON1117  ______________________________________________________________________
 ON1117* NAD 83(1996) POSITION- 43 57 06.10180(N) 090 35 58.84087(W)   ADJUSTED
 ON1117  ______________________________________________________________________
 ON1117  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 ON1117  LAPLACE CORR    -         -5.31  (seconds)                    DEFLEC18
 ON1117  HORZ ORDER      -  THIRD
 ON1117
 ON1117.The horizontal coordinates were established by classical geodetic methods
 ON1117.and adjusted by the National Geodetic Survey in March 1999.
 ON1117
 ON1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1117.GEOID18 height accuracy estimate available here.
 ON1117
 ON1117.Click photographs - Photos may exist for this station.
 ON1117
 ON1117.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1117
 ON1117. The following values were computed from the NAD 83(1996) position.
 ON1117
 ON1117;                    North         East     Units Scale Factor Converg.
 ON1117;SPC WI S     -   216,993.000   551,864.545   MT  0.99997867   -0 24 43.3
 ON1117;SPC WI S     -   711,917.87  1,810,575.59   sFT  0.99997867   -0 24 43.3
 ON1117;UTM  15      - 4,869,308.639   692,601.894   MT  1.00005627   +1 39 59.2
 ON1117
 ON1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9260169308(NAD 83)
 ON1117
 ON1117                          SUPERSEDED SURVEY CONTROL
 ON1117
 ON1117  NAD 83(1991)-  43 57 06.10197(N)    090 35 58.84075(W) AD(       ) 3
 ON1117  NAD 83(1986)-  43 57 06.10056(N)    090 35 58.84775(W) AD(       ) 3
 ON1117  NAD 27      -  43 57 06.22000(N)    090 35 58.38000(W) AD(       ) 3
 ON1117
 ON1117.Superseded values are not recommended for survey control.
 ON1117
 ON1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1117.See file dsdata.pdf to determine how the superseded data were derived.
 ON1117
 ON1117_MARKER: 22 = AIRWAY BEACON
 ON1117
 ON1117  HISTORY     - Date     Condition        Report By
 ON1117  HISTORY     - 1930     FIRST OBSERVED   CGS
 ON1117
 ON1117                          STATION DESCRIPTION
 ON1117
 ON1117'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9950 ***********************************************************************
 AF9950  DESIGNATION -  CAMP SIX GPS
 AF9950  PID         -  AF9950
 AF9950  STATE/COUNTY-  WI/ASHLAND
 AF9950  COUNTRY     -  US
 AF9950  USGS QUAD   -  MINERAL LAKE (2018)
 AF9950
 AF9950                         *CURRENT SURVEY CONTROL
 AF9950  ______________________________________________________________________
 AF9950* NAD 83(2011) POSITION- 46 17 18.09639(N) 090 49 27.63864(W)   ADJUSTED
 AF9950* NAD 83(2011) ELLIP HT-   395.494 (meters)        (06/27/12)   ADJUSTED
 AF9950* NAD 83(2011) EPOCH   -  2010.00
 AF9950* NAVD 88 ORTHO HEIGHT -   425.8   (meters)     1397.    (feet) GPS OBS
 AF9950  ______________________________________________________________________
 AF9950  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9950  GEOID HEIGHT    -        -30.271 (meters)                     GEOID96
 AF9950  GEOID HEIGHT    -        -30.350 (meters)                     GEOID18
 AF9950  NAD 83(2011) X  -    -63,525.620 (meters)                     COMP
 AF9950  NAD 83(2011) Y  - -4,415,023.895 (meters)                     COMP
 AF9950  NAD 83(2011) Z  -  4,587,740.781 (meters)                     COMP
 AF9950  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC18
 AF9950
 AF9950  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9950  Standards:
 AF9950         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9950            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9950  -------------------------------------------------------------------
 AF9950  NETWORK    0.75   2.67           0.34   0.26   1.36      0.02386680
 AF9950  -------------------------------------------------------------------
 AF9950  Click here for local accuracies and other accuracy information.
 AF9950
 AF9950.The horizontal coordinates were established by GPS observations
 AF9950.and adjusted by the National Geodetic Survey in June 2012.
 AF9950
 AF9950.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9950.been affixed to the stable North American tectonic plate. See 
 AF9950.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9950
 AF9950.The horizontal coordinates are valid at the epoch date displayed above
 AF9950.which is a decimal equivalence of Year/Month/Day.
 AF9950
 AF9950.The orthometric height was determined by GPS observations and a
 AF9950.high-resolution geoid model.
 AF9950
 AF9950.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9950.GEOID18 height accuracy estimate available here.
 AF9950
 AF9950.Click photographs - Photos may exist for this station.
 AF9950
 AF9950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9950
 AF9950.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9950
 AF9950.The ellipsoidal height was determined by GPS observations
 AF9950.and is referenced to NAD 83.
 AF9950
 AF9950. The following values were computed from the NAD 83(2011) position.
 AF9950
 AF9950;                    North         East     Units Scale Factor Converg.
 AF9950;SPC WI N     -   125,000.174   536,480.593   MT  0.99994755   -0 35 40.8
 AF9950;SPC WI N     -   410,104.74  1,760,103.41   sFT  0.99994755   -0 35 40.8
 AF9950;UTM  15      - 5,128,387.550   667,587.030   MT  0.99994525   +1 34 22.8
 AF9950
 AF9950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9950!SPC WI N     -   0.99993801  x   0.99994755  =   0.99988556
 AF9950!UTM  15      -   0.99993801  x   0.99994525  =   0.99988326
 AF9950
 AF9950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6758728387(NAD 83)
 AF9950
 AF9950                          SUPERSEDED SURVEY CONTROL
 AF9950
 AF9950  NAD 83(2007)-  46 17 18.09650(N)    090 49 27.63941(W) AD(2002.00) 0
 AF9950  ELLIP H (02/10/07)  395.517  (m)                       GP(2002.00)    
 AF9950  NAD 83(1997)-  46 17 18.09661(N)    090 49 27.63999(W) AD(       ) 1
 AF9950  ELLIP H (12/26/02)  395.529  (m)                       GP(       ) 3 2
 AF9950  NAD 83(1991)-  46 17 18.09640(N)    090 49 27.63864(W) AD(       ) 1
 AF9950  ELLIP H (04/30/98)  395.531  (m)                       GP(       ) 3 2
 AF9950
 AF9950.Superseded values are not recommended for survey control.
 AF9950
 AF9950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9950.See file dsdata.pdf to determine how the superseded data were derived.
 AF9950
 AF9950_MARKER: DD = SURVEY DISK
 AF9950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9950_STAMPING: CAMP SIX GPS 1992
 AF9950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9950+STABILITY: SURFACE MOTION
 AF9950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9950+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF9950
 AF9950  HISTORY     - Date     Condition        Report By
 AF9950  HISTORY     - 1992     MONUMENTED       USFS
 AF9950
 AF9950                          STATION DESCRIPTION
 AF9950
 AF9950'DESCRIBED BY US FOREST SERVICE 1992
 AF9950'THE STATION IS LOCATED ABOUT 14.3 KM (8.90 MI) SOUTHWEST OF THE CITY
 AF9950'OF MELLEN, ASHLAND COUNTY, WISCONSIN ON LAND OWNED BY THE U.S. FOREST
 AF9950'SERVICE IN THE SE 1/4 OF SECTION 14, T.44N., R.4W., IN THE TOWN OF
 AF9950'MARENGO, ASHLAND COUNTY, WISCONSIN.  TO REACH THE STATION FROM THE
 AF9950'INTERSECTION OF WISCONSIN STATE TRUNK HIGHWAY 13 AND COUNTY TRUNK
 AF9950'HIGHWAY GG IN THE CITY OF MELLEN, ASHLAND COUNTY, WISCONSIN, GO
 AF9950'SOUTHWEST ALONG COUNTY TRUNK HIGHWAY GG 14.3 KM (8.90 MI) TO THE
 AF9950'STATION.  THE STATION IS 18.3 M (60.0 FT) SOUTHWEST OF THE CENTERLINE
 AF9950'OF FOREST ROAD 1410.  THE STATION IS 10.6 M (34.8 FT) SOUTHEST OF THE
 AF9950'CENTERLINE OF HIGHWAY GG.  THE STATION IS A 7.62 CM (3 IN) BRASS CAMP
 AF9950'STAMPED---CAMP SIX GPS 1992---SET INTO THE TOP OF A ROUND CONCRETE
 AF9950'MONUMENT 20.3 CM (8 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AF9950'STATION IS 0.6 M (2.0 FT) NORTHWEST OF A STEEL FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8758 ***********************************************************************
 DP8758  DESIGNATION -  CAMP TEN
 DP8758  PID         -  DP8758
 DP8758  STATE/COUNTY-  WI/MARINETTE
 DP8758  COUNTRY     -  US
 DP8758  USGS QUAD   -  LEHMAN LAKE (2018)
 DP8758
 DP8758                         *CURRENT SURVEY CONTROL
 DP8758  ______________________________________________________________________
 DP8758* NAD 83(1986) POSITION- 45 24 04.4    (N) 088 11 44.6    (W)   HD_HELD2
 DP8758* NAVD 88 ORTHO HEIGHT -   308.708 (meters)     1012.82  (feet) ADJUSTED
 DP8758  ______________________________________________________________________
 DP8758  GEOID HEIGHT    -        -35.419 (meters)                     GEOID18
 DP8758  DYNAMIC HEIGHT  -        308.689 (meters)     1012.76  (feet) COMP
 DP8758  MODELED GRAVITY -    980,544.5   (mgal)                       NAVD 88
 DP8758
 DP8758  VERT ORDER      -  SECOND    CLASS I
 DP8758
 DP8758.The horizontal coordinates were established by autonomous hand held GPS
 DP8758.observations and have an estimated accuracy of +/- 10 meters.
 DP8758
 DP8758.The orthometric height was determined by differential leveling and
 DP8758.adjusted by the NATIONAL GEODETIC SURVEY
 DP8758.in February 2017.
 DP8758
 DP8758.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8758.GEOID18 height accuracy estimate available here.
 DP8758
 DP8758.Click photographs - Photos may exist for this station.
 DP8758
 DP8758.The dynamic height is computed by dividing the NAVD 88
 DP8758.geopotential number by the normal gravity value computed on the
 DP8758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8758.degrees latitude (g = 980.6199 gals.).
 DP8758
 DP8758.The modeled gravity was interpolated from observed gravity values.
 DP8758
 DP8758;                    North         East    Units  Estimated Accuracy
 DP8758;SPC WI C     -   175,797.      741,251.      MT  (+/- 10 meters HH2 GPS)
 DP8758
 DP8758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0641828218(NAD 83)
 DP8758
 DP8758                          SUPERSEDED SURVEY CONTROL
 DP8758
 DP8758.No superseded survey control is available for this station.
 DP8758
 DP8758_MARKER: DD = SURVEY DISK
 DP8758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8758_STAMPING: CAMP TEN
 DP8758_MARK LOGO: WI-075
 DP8758_PROJECTION: FLUSH
 DP8758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8758+STABILITY: SURFACE MOTION
 DP8758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8758+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2014
 DP8758
 DP8758  HISTORY     - Date     Condition        Report By
 DP8758  HISTORY     - 1995     MONUMENTED       WI-075
 DP8758  HISTORY     - 20141030 GOOD             WIDT
 DP8758
 DP8758                          STATION DESCRIPTION
 DP8758
 DP8758'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8758'THE STATION IS APPROXIMATELY 17.7 MI (28.5 KM) SOUTHEAST OF GOODMAN,
 DP8758'17.4 MI (28.0 KM) NORTHEAST OF LAKEWOOD AND 5.1 MI (8.2 KM) SOUTHWEST
 DP8758'OF ATHELSTANE.
 DP8758'
 DP8758'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF COUNTY HIGHWAY A
 DP8758'WITH COUNTY HIGHWAY C ABOUT 1.7 MI (2.7 KM) SOUTH OF THE COMMUNITY OF
 DP8758'ATHELSTANE, GO WEST ON COUNTY HIGHWAY C FOR 4.5 MI (7.2 KM) TO WALESH
 DP8758'LANE ON THE RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY C FOR 0.2 MI (0.3
 DP8758'KM) TO THE STATION ON THE LEFT.
 DP8758'
 DP8758'THE STATION IS 6.8 M (22.3 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DP8758'HIGHWAY C, ABOUT 330 M (1082.7 FT) WEST OF WALESH LANE, 44.0 M (144.4
 DP8758'FT) EAST OF A POWER POLE -3418 25W6-, 41.8 M (137.1 FT) WEST OF A
 DP8758'-HIDDEN ENTRANCE- SIGN AND LOCATED IN THE CENTER OF A TRIANGLE FORMED
 DP8758'BY THREE WHITE PLASTIC WITNESS POSTS.
 DP8758'
 DP8758'NOTE-THIS STATION IS OBSTRUCTED BY TREES EXTENDING HIGHER THAN 40
 DP8758'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE MARINETTE COUNTY
 DP8758'GPS NETWORK GEODETIC CONTROL STATION DISK SET IN THE TOP OF A CONCRETE
 DP8758'POST, ABOUT LEVEL WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5977 ***********************************************************************
 AI5977  DESIGNATION -  CAMPBELLSPORT GPS
 AI5977  PID         -  AI5977
 AI5977  STATE/COUNTY-  WI/FOND DU LAC
 AI5977  COUNTRY     -  US
 AI5977  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI5977
 AI5977                         *CURRENT SURVEY CONTROL
 AI5977  ______________________________________________________________________
 AI5977* NAD 83(2011) POSITION- 43 36 56.29765(N) 088 17 58.51104(W)   ADJUSTED
 AI5977* NAD 83(2011) ELLIP HT-   300.216 (meters)        (06/27/12)   ADJUSTED
 AI5977* NAD 83(2011) EPOCH   -  2010.00
 AI5977* NAVD 88 ORTHO HEIGHT -   335.529 (meters)     1100.81  (feet) ADJUSTED
 AI5977  ______________________________________________________________________
 AI5977  GEOID HEIGHT    -        -35.310 (meters)                     GEOID18
 AI5977  NAD 83(2011) X  -    137,247.360 (meters)                     COMP
 AI5977  NAD 83(2011) Y  - -4,623,219.675 (meters)                     COMP
 AI5977  NAD 83(2011) Z  -  4,377,479.412 (meters)                     COMP
 AI5977  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 AI5977  DYNAMIC HEIGHT  -        335.455 (meters)     1100.57  (feet) COMP
 AI5977  MODELED GRAVITY -    980,388.2   (mgal)                       NAVD 88
 AI5977
 AI5977  VERT ORDER      -  SECOND    CLASS I
 AI5977
 AI5977  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5977  Standards:
 AI5977         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5977            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5977  -------------------------------------------------------------------
 AI5977  NETWORK    0.33   0.39           0.15   0.11   0.20      0.08303030
 AI5977  -------------------------------------------------------------------
 AI5977  Click here for local accuracies and other accuracy information.
 AI5977
 AI5977.The horizontal coordinates were established by GPS observations
 AI5977.and adjusted by the National Geodetic Survey in June 2012.
 AI5977
 AI5977.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5977.been affixed to the stable North American tectonic plate. See 
 AI5977.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5977
 AI5977.The horizontal coordinates are valid at the epoch date displayed above
 AI5977.which is a decimal equivalence of Year/Month/Day.
 AI5977
 AI5977.The orthometric height was determined by differential leveling and
 AI5977.adjusted by the WI DEPT OF TRANSP
 AI5977.in May 2012.
 AI5977
 AI5977.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5977.GEOID18 height accuracy estimate available here.
 AI5977
 AI5977.Click photographs - Photos may exist for this station.
 AI5977
 AI5977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5977
 AI5977.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5977
 AI5977.The ellipsoidal height was determined by GPS observations
 AI5977.and is referenced to NAD 83.
 AI5977
 AI5977.The dynamic height is computed by dividing the NAVD 88
 AI5977.geopotential number by the normal gravity value computed on the
 AI5977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5977.degrees latitude (g = 980.6199 gals.).
 AI5977
 AI5977.The modeled gravity was interpolated from observed gravity values.
 AI5977
 AI5977. The following values were computed from the NAD 83(2011) position.
 AI5977
 AI5977;                    North         East     Units Scale Factor Converg.
 AI5977;SPC WI S     -   180,882.318   737,243.247   MT  0.99993953   +1 10 06.1
 AI5977;SPC WI S     -   593,444.74  2,418,772.22   sFT  0.99993953   +1 10 06.1
 AI5977;UTM  16      - 4,830,004.515   395,136.091   MT  0.99973526   -0 53 47.6
 AI5977
 AI5977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5977!SPC WI S     -   0.99995292  x   0.99993953  =   0.99989246
 AI5977!UTM  16      -   0.99995292  x   0.99973526  =   0.99968820
 AI5977
 AI5977:                Primary Azimuth Mark                     Grid Az
 AI5977:SPC WI S     -  CAMPBELLSPORT GPS AZ MK                  148 13 47.4
 AI5977:UTM  16      -  CAMPBELLSPORT GPS AZ MK                  150 17 41.1
 AI5977
 AI5977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9513630004(NAD 83)
 AI5977
 AI5977|---------------------------------------------------------------------|
 AI5977| PID    Reference Object                     Distance      Geod. Az  |
 AI5977|                                                           dddmmss.s |
 AI5977| AI5978 CAMPBELLSPORT GPS AZ MK             APPROX. 1.1 KM 1492353.5 |
 AI5977|---------------------------------------------------------------------|
 AI5977
 AI5977                          SUPERSEDED SURVEY CONTROL
 AI5977
 AI5977  NAD 83(2007)-  43 36 56.29767(N)    088 17 58.51186(W) AD(2002.00) 0
 AI5977  ELLIP H (02/10/07)  300.252  (m)                       GP(2002.00)    
 AI5977  ELLIP H (11/17/00)  300.261  (m)                       GP(       ) 3 2
 AI5977  NAD 83(1997)-  43 36 56.29762(N)    088 17 58.51208(W) AD(       ) 1
 AI5977  ELLIP H (07/06/00)  300.261  (m)                       GP(       ) 2 1
 AI5977  NAVD 88             335.50   (m)         1100.7    (f) LEVELING    3  
 AI5977  NAVD 88 (04/20/07)  335.500  (m)         1100.72   (f) SUPERSEDED  2 1
 AI5977  NAVD 88 (10/20/00)  335.482  (m)         1100.66   (f) SUPERSEDED  2 1
 AI5977  NAVD 88 (07/06/00)  335.48   (m)  GEOID99  model used  GPS OBS        
 AI5977
 AI5977.Superseded values are not recommended for survey control.
 AI5977
 AI5977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5977.See file dsdata.pdf to determine how the superseded data were derived.
 AI5977
 AI5977_MARKER: DD = SURVEY DISK
 AI5977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5977_STAMPING: CAMPBELLSPORT GPS 1993
 AI5977_MARK LOGO: WI-039
 AI5977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5977+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI5977
 AI5977  HISTORY     - Date     Condition        Report By
 AI5977  HISTORY     - 1993     MONUMENTED       WI-039
 AI5977  HISTORY     - 19990818 GOOD             WIDT
 AI5977  HISTORY     - 20020730 GOOD             WIDT
 AI5977  HISTORY     - 20030709 GOOD             USPSQD
 AI5977  HISTORY     - 20050421 GOOD             WIDT
 AI5977  HISTORY     - 20060924 GOOD             USPSQD
 AI5977
 AI5977                          STATION DESCRIPTION
 AI5977
 AI5977'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5977'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) SOUTHEAST OF FOND DU
 AI5977'LAC, AND 2.4 KM (1.50 MI) NORTHWEST OF CAMPBELLSPORT. OWNERSHIP--FOND
 AI5977'DU LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY
 AI5977'HIGHWAY V AND W (FOND DU LAC AVENUE) WITH STATE HIGHWAY 67 (MAIN
 AI5977'STREET) IN THE VILLAGE OF CAMPBELLSPORT, GO NORTH ON STATE HIGHWAY 67/
 AI5977'COUNTY HIGHWAY V AND W (FOND DU LAC AVENUE) FOR 0.3 KM (0.20 MI) TO
 AI5977'STATE HIGHWAY 67 SOUTH (SHEBOYGAN AVE) , CONTINUE NORTH ON COUNTY
 AI5977'HIGHWAY V FOR 1.05 KM (0.65 MI) TO THE STATION ON THE LEFT.  THE
 AI5977'STATION IS A BRONZE FOND DU LAC COUNTY GPS NETWORK CONTROL STATION
 AI5977'DISK STAMPED --CAMPBELLSPORT GPS 1993-- AND SET IN THE TOP OF A 45 CM
 AI5977'(18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.2 M
 AI5977'(0.7 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.1 M (33.1 FT)
 AI5977'WEST OF THE CENTERLINE OF COUNTY HIGHWAY V, 24.9 M (81.7 FT) EAST OF A
 AI5977'FIBERGLASS POST FOR --CAUTION BURIED FIBER OPTICS-- SIGN, 18.5 M (60.7
 AI5977'FT) SOUTHEAST OF CENTERLINE OF CAMPBELL DRIVE, 10.0 M (32.8 FT)
 AI5977'SOUTH-SOUTHEAST OF WOOD POST FOR --STOP-- SIGN, AND 0.6 M (2.0 FT)
 AI5977'EAST OF A WHITE PLASTIC WITNESS POST.
 AI5977
 AI5977                          STATION RECOVERY (2002)
 AI5977
 AI5977'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 AI5977'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, ORANGE
 AI5977'COLORED PLASTIC GUARD POSTS.
 AI5977
 AI5977                          STATION RECOVERY (2003)
 AI5977
 AI5977'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5977'THE STATION WAS RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION
 AI5977'IS 1.2 MILES NORTH OF HIGHWAY 67 ON COUNTY HIGHWAY V.
 AI5977
 AI5977                          STATION RECOVERY (2005)
 AI5977
 AI5977'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5977'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.2 M NORTH OF
 AI5977'POWER POLE NUMBERED --02-00660 40-5--.
 AI5977
 AI5977                          STATION RECOVERY (2006)
 AI5977
 AI5977'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5978 ***********************************************************************
 AI5978  DESIGNATION -  CAMPBELLSPORT GPS AZ MK
 AI5978  PID         -  AI5978
 AI5978  STATE/COUNTY-  WI/FOND DU LAC
 AI5978  COUNTRY     -  US
 AI5978  USGS QUAD   -  CAMPBELLSPORT (2018)
 AI5978
 AI5978                         *CURRENT SURVEY CONTROL
 AI5978  ______________________________________________________________________
 AI5978* NAD 83(2011) POSITION- 43 36 26.67643(N) 088 17 34.40177(W)   ADJUSTED
 AI5978* NAD 83(2011) ELLIP HT-   300.480 (meters)        (06/27/12)   ADJUSTED
 AI5978* NAD 83(2011) EPOCH   -  2010.00
 AI5978* NAVD 88 ORTHO HEIGHT -   335.770 (meters)     1101.61  (feet) ADJUSTED
 AI5978  ______________________________________________________________________
 AI5978  GEOID HEIGHT    -        -35.290 (meters)                     GEOID18
 AI5978  NAD 83(2011) X  -    137,806.535 (meters)                     COMP
 AI5978  NAD 83(2011) Y  - -4,623,834.113 (meters)                     COMP
 AI5978  NAD 83(2011) Z  -  4,376,817.664 (meters)                     COMP
 AI5978  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 AI5978  DYNAMIC HEIGHT  -        335.696 (meters)     1101.36  (feet) COMP
 AI5978  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 AI5978
 AI5978  VERT ORDER      -  SECOND    CLASS I
 AI5978
 AI5978  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5978  Standards:
 AI5978         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5978            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5978  -------------------------------------------------------------------
 AI5978  NETWORK    0.53   0.63           0.25   0.17   0.32     -0.01527923
 AI5978  -------------------------------------------------------------------
 AI5978  Click here for local accuracies and other accuracy information.
 AI5978
 AI5978.The horizontal coordinates were established by GPS observations
 AI5978.and adjusted by the National Geodetic Survey in June 2012.
 AI5978
 AI5978.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5978.been affixed to the stable North American tectonic plate. See 
 AI5978.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5978
 AI5978.The horizontal coordinates are valid at the epoch date displayed above
 AI5978.which is a decimal equivalence of Year/Month/Day.
 AI5978
 AI5978.The orthometric height was determined by differential leveling and
 AI5978.adjusted by the WI DEPT OF TRANSP
 AI5978.in May 2012.
 AI5978
 AI5978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5978.GEOID18 height accuracy estimate available here.
 AI5978
 AI5978.Click photographs - Photos may exist for this station.
 AI5978
 AI5978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5978
 AI5978.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5978
 AI5978.The ellipsoidal height was determined by GPS observations
 AI5978.and is referenced to NAD 83.
 AI5978
 AI5978.The dynamic height is computed by dividing the NAVD 88
 AI5978.geopotential number by the normal gravity value computed on the
 AI5978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5978.degrees latitude (g = 980.6199 gals.).
 AI5978
 AI5978.The modeled gravity was interpolated from observed gravity values.
 AI5978
 AI5978. The following values were computed from the NAD 83(2011) position.
 AI5978
 AI5978;                    North         East     Units Scale Factor Converg.
 AI5978;SPC WI S     -   179,979.427   737,802.412   MT  0.99993901   +1 10 22.7
 AI5978;SPC WI S     -   590,482.50  2,420,606.75   sFT  0.99993901   +1 10 22.7
 AI5978;UTM  16      - 4,829,082.252   395,662.253   MT  0.99973390   -0 53 30.5
 AI5978
 AI5978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5978!SPC WI S     -   0.99995288  x   0.99993901  =   0.99989190
 AI5978!UTM  16      -   0.99995288  x   0.99973390  =   0.99968680
 AI5978
 AI5978:                Primary Azimuth Mark                     Grid Az
 AI5978:SPC WI S     -  CAMPBELLSPORT GPS                        328 13 47.5
 AI5978:UTM  16      -  CAMPBELLSPORT GPS                        330 17 40.7
 AI5978
 AI5978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9566229082(NAD 83)
 AI5978
 AI5978|---------------------------------------------------------------------|
 AI5978| PID    Reference Object                     Distance      Geod. Az  |
 AI5978|                                                           dddmmss.s |
 AI5978| AI5977 CAMPBELLSPORT GPS                   APPROX. 1.1 KM 3292410.2 |
 AI5978|---------------------------------------------------------------------|
 AI5978
 AI5978                          SUPERSEDED SURVEY CONTROL
 AI5978
 AI5978  NAD 83(2007)-  43 36 26.67644(N)    088 17 34.40260(W) AD(2002.00) 0
 AI5978  ELLIP H (02/10/07)  300.516  (m)                       GP(2002.00)    
 AI5978  ELLIP H (11/17/00)  300.524  (m)                       GP(       ) 3 2
 AI5978  NAD 83(1997)-  43 36 26.67639(N)    088 17 34.40282(W) AD(       ) 1
 AI5978  ELLIP H (07/06/00)  300.524  (m)                       GP(       ) 2 1
 AI5978  NAVD 88             335.74   (m)         1101.5    (f) LEVELING    3  
 AI5978  NAVD 88 (04/20/07)  335.741  (m)         1101.51   (f) SUPERSEDED  2 1
 AI5978  NAVD 88 (10/20/00)  335.724  (m)         1101.45   (f) SUPERSEDED  2 1
 AI5978  NAVD 88 (07/06/00)  335.73   (m)  GEOID99  model used  GPS OBS        
 AI5978
 AI5978.Superseded values are not recommended for survey control.
 AI5978
 AI5978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5978.See file dsdata.pdf to determine how the superseded data were derived.
 AI5978
 AI5978_MARKER: DZ = AZIMUTH MARK DISK
 AI5978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5978_STAMPING: CAMPBELLSPORT GPS AZ MK 1993
 AI5978_MARK LOGO: WI-039
 AI5978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5978+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI5978
 AI5978  HISTORY     - Date     Condition        Report By
 AI5978  HISTORY     - 1993     MONUMENTED       WI-039
 AI5978  HISTORY     - 19990818 GOOD             WIDT
 AI5978  HISTORY     - 20030709 GOOD             USPSQD
 AI5978  HISTORY     - 20050422 GOOD             WIDT
 AI5978  HISTORY     - 20060924 GOOD             USPSQD
 AI5978
 AI5978                          STATION DESCRIPTION
 AI5978
 AI5978'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5978'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHEAST OF FOND DU
 AI5978'LAC, AND 1.6 KM (1.00 MI) NORTHWEST OF CAMPBELLSPORT. OWNERSHIP--FOND
 AI5978'DU LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY
 AI5978'HIGHWAY V AND W (FOND DU LAC AVENUE) WITH STATE HIGHWAY 67 (MAIN
 AI5978'STREET) IN THE VILLAGE OF CAMPBELLSPORT, GO NORTH ON STATE HIGHWAY
 AI5978'67/COUNTY HIGHWAY V AND W (FOND DU LAC AVENUE) FOR 0.3 KM (0.20 MI) TO
 AI5978'STATE HIGHWAY 67 SOUTH (SHEBOYGAN AVE) , CONTINUE NORTH ON COUNTY
 AI5978'HIGHWAY V FOR 0.89 KM (0.55 MI) TO THE STATION ON THE RIGHT.  THE
 AI5978'STATION IS A BRONZE FOND DU LAC COUNTY GPS NETWORK CONTROL STATION
 AI5978'DISK STAMPED --CAMPBELLSPORT GPS AZIMUTH MARK 1993-- AND SET IN THE
 AI5978'TOP OF A 45 CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI5978'AND ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT. THE STATION IS
 AI5978'9.7 M (31.8 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY V, 53 M
 AI5978'(173.9 FT) SOUTHEAST OF WOOD POST FOR --REDUCED SPEED AHEAD 25 MPH--
 AI5978'SIGN, 28.3 M (92.8 FT) NORTHEAST OF FIBERGLASS POST FOR --CAUTION
 AI5978'BURIED FIBER OPTICS--, 21.1 M (69.2 FT) EAST OF POWER POLE --5 06 192
 AI5978'40-5--, 3 M (9.8 FT) SOUTH OF FIELD ENTRANCE, AND 0.7 M (2.3 FT) WEST
 AI5978'OF A WHITE PLASTIC WITNESS POST.
 AI5978
 AI5978                          STATION RECOVERY (2003)
 AI5978
 AI5978'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5978'RECOVERED IN GOOD CONDITION.
 AI5978
 AI5978                          STATION RECOVERY (2005)
 AI5978
 AI5978'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5978'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 90 M SOUTH OF
 AI5978'THE EXTENDED CENTERLINE OF THE DRIVEWAY TO --N1922--, AND 0.7 M
 AI5978'SOUTHWEST, 0.9 M SOUTHEAST, AND 0.9 M NORTHEAST OF THREE WHITE PLASTIC
 AI5978'WITNESS POSTS.  NOTE-- THE STATION IS ABOUT 0.5 M BELOW (NOT ABOVE)
 AI5978'THE PAVEMENT LEVEL.
 AI5978
 AI5978                          STATION RECOVERY (2006)
 AI5978
 AI5978'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7194 ***********************************************************************
 DN7194  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7194  DESIGNATION -  CAMPIA GPS
 DN7194  PID         -  DN7194
 DN7194  STATE/COUNTY-  WI/BARRON
 DN7194  COUNTRY     -  US
 DN7194  USGS QUAD   -  RICE LAKE NORTH (2018)
 DN7194
 DN7194                         *CURRENT SURVEY CONTROL
 DN7194  ______________________________________________________________________
 DN7194* NAD 83(2011) POSITION- 45 32 16.52048(N) 091 39 33.24317(W)   ADJUSTED
 DN7194* NAD 83(2011) ELLIP HT-   327.840 (meters)        (04/15/13)   ADJUSTED
 DN7194* NAD 83(2011) EPOCH   -  2010.00
 DN7194* NAVD 88 ORTHO HEIGHT -   357.98  (meters)     1174.5   (feet) GPS OBS
 DN7194  ______________________________________________________________________
 DN7194  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7194  GEOID HEIGHT    -        -30.136 (meters)                     GEOID12A
 DN7194  GEOID HEIGHT    -        -30.144 (meters)                     GEOID18
 DN7194  NAD 83(2011) X  -   -129,583.985 (meters)                     COMP
 DN7194  NAD 83(2011) Y  - -4,473,473.208 (meters)                     COMP
 DN7194  NAD 83(2011) Z  -  4,529,656.361 (meters)                     COMP
 DN7194  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 DN7194
 DN7194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7194  Standards:
 DN7194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7194  -------------------------------------------------------------------
 DN7194  NETWORK    0.68   1.23           0.32   0.22   0.63      0.03569457
 DN7194  -------------------------------------------------------------------
 DN7194  Click here for local accuracies and other accuracy information.
 DN7194
 DN7194.The horizontal coordinates were established by GPS observations
 DN7194.and adjusted by the National Geodetic Survey in April 2013.
 DN7194
 DN7194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7194.been affixed to the stable North American tectonic plate. See 
 DN7194.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7194
 DN7194.The horizontal coordinates are valid at the epoch date displayed above
 DN7194.which is a decimal equivalence of Year/Month/Day.
 DN7194
 DN7194.The orthometric height was determined by GPS observations and a
 DN7194.high-resolution geoid model using precise GPS observation and
 DN7194.processing techniques.
 DN7194
 DN7194.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7194.GEOID18 height accuracy estimate available here.
 DN7194
 DN7194.Click photographs - Photos may exist for this station.
 DN7194
 DN7194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7194
 DN7194.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7194
 DN7194.The ellipsoidal height was determined by GPS observations
 DN7194.and is referenced to NAD 83.
 DN7194
 DN7194. The following values were computed from the NAD 83(2011) position.
 DN7194
 DN7194;                    North         East     Units Scale Factor Converg.
 DN7194;SPC WI C     -   190,744.255   470,412.604   MT  1.00000744   -1 10 14.6
 DN7194;SPC WI C     -   625,800.11  1,543,345.35   sFT  1.00000744   -1 10 14.6
 DN7194;UTM  15      - 5,043,583.810   604,679.235   MT  0.99973472   +0 57 25.2
 DN7194
 DN7194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7194!SPC WI C     -   0.99994860  x   1.00000744  =   0.99995604
 DN7194!UTM  15      -   0.99994860  x   0.99973472  =   0.99968334
 DN7194
 DN7194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0467943583(NAD 83)
 DN7194
 DN7194                          SUPERSEDED SURVEY CONTROL
 DN7194
 DN7194  NAD 83(2007)-  45 32 16.52053(N)    091 39 33.24376(W) AD(2002.00) 1
 DN7194  ELLIP H (04/06/12)  327.871  (m)                       GP(2002.00) 1 1
 DN7194
 DN7194.Superseded values are not recommended for survey control.
 DN7194
 DN7194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7194.See file dsdata.pdf to determine how the superseded data were derived.
 DN7194
 DN7194_MARKER: DD = SURVEY DISK
 DN7194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7194_STAMPING: CAMPIA GPS 2006
 DN7194_MARK LOGO: WIDT
 DN7194_PROJECTION: FLUSH
 DN7194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7194+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2016
 DN7194
 DN7194  HISTORY     - Date     Condition        Report By
 DN7194  HISTORY     - 2005     MONUMENTED       WIDT
 DN7194  HISTORY     - 20100914 GOOD             WIDT
 DN7194  HISTORY     - 20160823 GOOD             WIDT
 DN7194
 DN7194                          STATION DESCRIPTION
 DN7194
 DN7194'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN7194'HIGHWAY M (NORTH), NORTHEAST OF THE CITY OF RICE LAKE, GO EAST ON
 DN7194'STATE HIGHWAY 48 AND COUNTY HIGHWAY M FOR 0.1 MI (0.2 KM) TO COUNTY
 DN7194'HIGHWAY M SOUTH ON THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY 48 FOR
 DN7194'2.0 MI (3.2 KM) TO 24TH STREET.  CONTINUE EAST ON STATE HIGHWAY 48 FOR
 DN7194'0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DN7194'
 DN7194'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7194'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7194'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7194'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN7194'THE STATION IS 12.8 M (42.0 FT) NORTH OF THE CENTERLINE OF STATE
 DN7194'HIGHWAY 48 78.1 M (256.2 FT) EAST OF A -REDUCE SPEED AHEAD 40 MPH-
 DN7194'SIGN POST, 41.5 M (136.2 FT) NORTHWEST OF A POWER POLE, 5.8 M (19.0
 DN7194'FT) SOUTH OF A WIRE FENCE AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4
 DN7194'PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7194'
 DN7194'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7194'15 DEGREES ABOVE THE HORIZON.
 DN7194
 DN7194                          STATION RECOVERY (2016)
 DN7194
 DN7194'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DN7194'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0494 ***********************************************************************
 QL0494  DESIGNATION -  CANA ISLAND LIGHT
 QL0494  PID         -  QL0494
 QL0494  STATE/COUNTY-  WI/DOOR
 QL0494  COUNTRY     -  US
 QL0494  USGS QUAD   -  BAILEYS HARBOR EAST (2018)
 QL0494
 QL0494                         *CURRENT SURVEY CONTROL
 QL0494  ______________________________________________________________________
 QL0494* NAD 83(1991) POSITION- 45 05 17.44012(N) 087 02 52.39772(W)   ADJUSTED
 QL0494  ______________________________________________________________________
 QL0494  GEOID HEIGHT    -        -37.150 (meters)                     GEOID18
 QL0494  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 QL0494  HORZ ORDER      -  THIRD
 QL0494
 QL0494.The horizontal coordinates were established by classical geodetic methods
 QL0494.and adjusted by the National Geodetic Survey in November 1991.
 QL0494
 QL0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0494.GEOID18 height accuracy estimate available here.
 QL0494
 QL0494.Click photographs - Photos may exist for this station.
 QL0494
 QL0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0494
 QL0494. The following values were computed from the NAD 83(1991) position.
 QL0494
 QL0494;                    North         East     Units Scale Factor Converg.
 QL0494;SPC WI C     -   143,661.812   832,343.991   MT  0.99994754   +2 04 58.6
 QL0494;SPC WI C     -   471,330.46  2,730,781.91   sFT  0.99994754   +2 04 58.6
 QL0494;UTM  16      - 4,992,747.029   496,231.467   MT  0.99960017   -0 02 02.1
 QL0494
 QL0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ9623192747(NAD 83)
 QL0494
 QL0494                          SUPERSEDED SURVEY CONTROL
 QL0494
 QL0494  NAD 83(1986)-  45 05 17.44005(N)    087 02 52.39107(W) AD(       ) 3
 QL0494  NAD 27      -  45 05 17.46200(N)    087 02 52.00200(W) AD(       ) 3
 QL0494
 QL0494.Superseded values are not recommended for survey control.
 QL0494
 QL0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0494.See file dsdata.pdf to determine how the superseded data were derived.
 QL0494
 QL0494_MARKER: 14 = NAVIGATION LIGHT
 QL0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0494+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2005
 QL0494
 QL0494  HISTORY     - Date     Condition        Report By
 QL0494  HISTORY     - 1953     FIRST OBSERVED   CGS
 QL0494  HISTORY     - 1984     GOOD             USPSQD
 QL0494  HISTORY     - 20010331 GOOD             NGS
 QL0494  HISTORY     - 20050624 GOOD             USPSQD
 QL0494
 QL0494                          STATION DESCRIPTION
 QL0494
 QL0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 QL0494'STATION IS THE LIGHT OF CANA ISLAND LIGHT, LOCATED ON THE
 QL0494'WEST SHORE OF LAKE
 QL0494'MICHIGAN ABOUT 7-3/4 MILES SOUTHEAST OF EPHRAIM AND 3-3/4 MILES
 QL0494'EAST OF BAILEYS HARBOR.  THE LIGHT IS
 QL0494'AN OCCULTED WHITE LIGHT OF 8,000 CANDLEPOWER
 QL0494'ABOUT 83 FEET ABOVE LOW WATER LEVEL.  IT HAS A YELLOW
 QL0494'CONICAL TOWER, WHICH IS CONNECTED TO
 QL0494'A DWELLING.  THIS LIGHT IS LISTED AS NO. 1696 IN THE U.S. COAST GUARD
 QL0494'LIGHT LIST FOR THE GREAT LAKES.
 QL0494
 QL0494                          STATION RECOVERY (1984)
 QL0494
 QL0494'RECOVERY NOTE BY US POWER SQUADRON 1984 (AB)
 QL0494'NOT STAMPED STATION FOUND GOOD.
 QL0494'
 QL0494'AUTOMATIC LIGHT MAINTAINED BY USCG.  LIGHTHOUSE KEEPERS QUARTERS
 QL0494'MAINTAINED BY DOOR COUNTY MARITIME MUSEUM.
 QL0494
 QL0494                          STATION RECOVERY (2001)
 QL0494
 QL0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0494'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0494
 QL0494                          STATION RECOVERY (2005)
 QL0494
 QL0494'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 QL0494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0379 ***********************************************************************
 PM0379  WATER LEVEL -  This is a Water Level Survey Control Monument.
 PM0379  DESIGNATION -  CANAL
 PM0379  PID         -  PM0379
 PM0379  STATE/COUNTY-  WI/DOOR
 PM0379  COUNTRY     -  US
 PM0379  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0379
 PM0379                         *CURRENT SURVEY CONTROL
 PM0379  ______________________________________________________________________
 PM0379* NAD 83(1991) POSITION- 44 47 42.00689(N) 087 18 48.00693(W)   ADJUSTED
 PM0379* NAVD 88 ORTHO HEIGHT -   182.248 (meters)      597.93  (feet) ADJUSTED
 PM0379  ______________________________________________________________________
 PM0379  GEOID HEIGHT    -        -36.774 (meters)                     GEOID18
 PM0379  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 PM0379  DYNAMIC HEIGHT  -        182.229 (meters)      597.86  (feet) COMP
 PM0379  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 PM0379
 PM0379  HORZ ORDER      -  THIRD
 PM0379  VERT ORDER      -  SECOND    CLASS I
 PM0379
 PM0379.The horizontal coordinates were established by classical geodetic methods
 PM0379.and adjusted by the National Geodetic Survey in November 1991.
 PM0379
 PM0379.The orthometric height was determined by differential leveling and
 PM0379.adjusted by the NATIONAL GEODETIC SURVEY
 PM0379.in March 2024.
 PM0379
 PM0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0379.GEOID18 height accuracy estimate available here.
 PM0379
 PM0379.This Water Level Mark is designated as VM 13222
 PM0379.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 PM0379
 PM0379.Click photographs - Photos may exist for this station.
 PM0379
 PM0379.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0379
 PM0379.The dynamic height is computed by dividing the NAVD 88
 PM0379.geopotential number by the normal gravity value computed on the
 PM0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0379.degrees latitude (g = 980.6199 gals.).
 PM0379
 PM0379.The modeled gravity was interpolated from observed gravity values.
 PM0379
 PM0379. The following values were computed from the NAD 83(1991) position.
 PM0379
 PM0379;                    North         East     Units Scale Factor Converg.
 PM0379;SPC WI C     -   110,375.320   812,537.849   MT  0.99994170   +1 53 44.3
 PM0379;SPC WI C     -   362,123.03  2,665,801.26   sFT  0.99994170   +1 53 44.3
 PM0379;UTM  16      - 4,960,225.869   475,216.485   MT  0.99960755   -0 13 14.8
 PM0379
 PM0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0379!SPC WI C     -   0.99997719  x   0.99994170  =   0.99991889
 PM0379!UTM  16      -   0.99997719  x   0.99960755  =   0.99958475
 PM0379
 PM0379:                Primary Azimuth Mark                     Grid Az
 PM0379:SPC WI C     -  CANAL AZ MK                              301 10 45.6
 PM0379:UTM  16      -  CANAL AZ MK                              303 17 44.7
 PM0379
 PM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7521660225(NAD 83)
 PM0379
 PM0379|---------------------------------------------------------------------|
 PM0379| PID    Reference Object                     Distance      Geod. Az  |
 PM0379|                                                           dddmmss.s |
 PM0379| PM0420 STURGEON BAY CANAL LIGHT              1.860 METERS 07337     |
 PM0379| PM0415 STURGEON BAY CANAL N PIERHD LT      447.653 METERS 1374426.2 |
 PM0379| PM0418 STURGEON BAY CANAL S PIERHD LT      464.260 METERS 1515228.0 |
 PM0379| CJ4391 CANAL RM 2                           37.377 METERS 26140     |
 PM0379| CJ4389 CANAL AZ MK                                        3030429.9 |
 PM0379| CJ4390 CANAL RM 1                           29.848 METERS 33646     |
 PM0379|---------------------------------------------------------------------|
 PM0379
 PM0379                          SUPERSEDED SURVEY CONTROL
 PM0379
 PM0379  NAD 83(1986)-  44 47 42.00236(N)    087 18 47.99582(W) AD(       ) 3
 PM0379  NAD 27      -  44 47 41.99900(N)    087 18 47.65400(W) AD(       ) 3
 PM0379  NAVD 88 (07/09/20)  182.246  (m)          597.92   (f) SUPERSEDED  2 1
 PM0379  NAVD 88 (02/27/17)  182.240  (m)          597.90   (f) SUPERSEDED  2 1
 PM0379  NAVD 88 (07/23/97)  182.237  (m)          597.89   (f) SUPERSEDED  1 1
 PM0379  NAVD 88 (06/15/91)  182.229  (m)          597.86   (f) SUPERSEDED  1 1
 PM0379  NGVD 29             182.22   (m)          597.8    (f) LEVELING    3  
 PM0379
 PM0379.Superseded values are not recommended for survey control.
 PM0379
 PM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0379.See file dsdata.pdf to determine how the superseded data were derived.
 PM0379
 PM0379_MARKER: DS = TRIANGULATION STATION DISK
 PM0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PM0379_SP_SET: LIGHT HOUSE BASE
 PM0379_STAMPING: CANAL 1953
 PM0379_MARK LOGO: CGS
 PM0379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0379+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2022
 PM0379
 PM0379  HISTORY     - Date     Condition        Report By
 PM0379  HISTORY     - 1953     MONUMENTED       CGS
 PM0379  HISTORY     - 1963     GOOD             ALSTER
 PM0379  HISTORY     - 1975     GOOD             NOS
 PM0379  HISTORY     - 1989     GOOD             USPSQD
 PM0379  HISTORY     - 19910504 GOOD             USPSQD
 PM0379  HISTORY     - 19940920 GOOD             NOS
 PM0379  HISTORY     - 19950801 GOOD             NOS
 PM0379  HISTORY     - 20030811 GOOD             USPSQD
 PM0379  HISTORY     - 20050728 GOOD             WIDT
 PM0379  HISTORY     - 20081119 GOOD             WIDT
 PM0379  HISTORY     - 20150815 GOOD             NOS
 PM0379  HISTORY     - 20180725 GOOD             CO-OPS
 PM0379  HISTORY     - 20220827 GOOD             CO-OPS
 PM0379
 PM0379                          STATION DESCRIPTION
 PM0379
 PM0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0379'STATION IS LOCATED ABOUT 4-1/4 MILES SOUTHEAST OF STURGEON BAY, AT
 PM0379'THE U.S. COAST GUARD STATION AT THE SOUTHEAST END OF STURGEON BAY
 PM0379'CANAL.  IT IS 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN
 PM0379'GARAGE, 26 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE BRICK
 PM0379'WATCH HOUSE, AND 2 FEET SOUTH OF THE SOUTH SIDE OF STURGEON BAY
 PM0379'CANAL LIGHTHOUSE (NO. 1683 IN THE U.S.C.G. LIGHT LIST FOR THE
 PM0379'GREAT LAKES).  THE DISK IS FLUSH IN THE CONCRETE BASE OF THE
 PM0379'LIGHTHOUSE AND THE DISK IS STAMPED CANAL 1953.
 PM0379'
 PM0379'REFERENCE MARK NO. 1 IS 31 FEET EAST OF THE CENTER OF A GRAVEL
 PM0379'DRIVEWAY, 7 FEET EAST OF THE SOUTHWEST CORNER OF A WHITE WOODEN
 PM0379'GARAGE, AND 1 FOOT SOUTH OF THE SOUTH SIDE OF THE GARAGE.  THE MARK
 PM0379'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED CANAL NO 1 1953.
 PM0379'
 PM0379'REFERENCE MARK NO. 2 IS 53 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY
 PM0379'LOOP, 27 FEET WEST OF THE NORTHWEST CORNER OF A WHITE WOODEN HOUSE,
 PM0379'AND 5 FEET NORTHWEST OF THE CENTER OF A STEEL RADIO TOWER ABOUT 80
 PM0379'FEET HIGH.  THE DISK IS IN THE NORTH BASE OF THE RADIO TOWER, A
 PM0379'CONCRETE BLOCK ABOUT 2 FEET SQUARE, PROJECTING ABOUT 15 INCHES
 PM0379'ABOVE THE GROUND.  THE DISK IS STAMPED CANAL NO 2 1953.
 PM0379'
 PM0379'AZIMUTH MARK IS 203 FEET SOUTH OF THE CENTER OF CANAL ROAD, 145 FEET
 PM0379'WEST OF THE CENTER OF A GRAVEL ROAD, 37 FEET NORTH OF THE TOP OF AN
 PM0379'EMBANKMENT ON THE NORTH SIDE OF STURGEON BAY CANAL, 3 FEET NORTH OF
 PM0379'A WHITE WITNESS POST, AND 2 FEET SOUTH OF A WHITE SIGNAL MAST.  THE
 PM0379'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CANAL 1953.
 PM0379'
 PM0379'TO REACH THE STATION FROM THE INTERSECTION OF 3RD AVE. AND MICHIGAN
 PM0379'AVE. IS STURGEON BAY, GO EAST ON MICHIGAN AVE. FOR 1.25 MILES TO
 PM0379'18TH AVE., TURN RIGHT AND GO SOUTH 1.0 MILE TO UTAH AVE., TURN LEFT
 PM0379'AND GO EAST 0.45 MILE TO COVE RD., TURN RIGHT AND GO SOUTH 0.25 MILE
 PM0379'TO CANAL RD., TURN LEFT AND GO EAST AND SOUTHEAST ON CANAL RD. FOR
 PM0379'0.3 MILE ON A BLACKTOP SURFACE, 1.35 MILES ON GRAVEL, AND 1.05
 PM0379'MILES ON BLACKTOP TO U.S. COAST GUARD STATION AND STATION
 PM0379'SITE AS DESCRIBED.
 PM0379'
 PM0379'TO REACH AZIMUTH MARK FROM STATION, GO WEST 380 FEET.
 PM0379'
 PM0379'NOTE--OBSERVATIONS WERE MADE FROM A 4-FOOT WOODEN STAND, WHICH WAS
 PM0379'COLIMATED OVER THE STATION MARK AND ERECTED ON THE STEEL PLATFORM ON
 PM0379'THE SOUTHWEST SIDE OF THE LIGHTHOUSE, ABOUT 98 FEET ABOVE THE
 PM0379'GROUND.
 PM0379'
 PM0379'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0379
 PM0379                          STATION RECOVERY (1963)
 PM0379
 PM0379'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1963 (RLR)
 PM0379'THE AZIMUTH MARK WAS DESTROYED BY COAST GUARD PERSONNEL IN
 PM0379'CONSTRUCTION OF A PISTOL RANGE.  THE STATION MARK IS VERY HARD TO
 PM0379'OCCUPY.
 PM0379
 PM0379                          STATION RECOVERY (1975)
 PM0379
 PM0379'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0379'8.0 KM (5.00 MI) SE FROM STURGEON BAY.
 PM0379'A U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION, ABOUT 5.0
 PM0379'MILES SOUTHEAST OF STURGEON BAY, AT THE SOUTHEAST END OF STURGEON BAY
 PM0379'CANAL, ON THE WEST SIDE OF THE LIGHTHOUSE, 25.5 FEET EAST OF THE
 PM0379'NORTHERLY CORNER OF THE EMERGENCY GENERATOR BUILDING, 2.0 FEET WEST
 PM0379'OF THE LIGHTHOUSE SHAFT, IN THE CONCRETE BASE, BEING THE HIGHEST
 PM0379'POINT OF THE CENTER OF A BRONZE DISK, SET INTO CONCRETE.
 PM0379
 PM0379                          STATION RECOVERY (1989)
 PM0379
 PM0379'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0379'RECOVERED IN GOOD CONDITION.
 PM0379
 PM0379                          STATION RECOVERY (1991)
 PM0379
 PM0379'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHM)
 PM0379'RECOVERED IN GOOD CONDITION.
 PM0379
 PM0379                          STATION RECOVERY (1994)
 PM0379
 PM0379'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PM0379'A U.S.  COAST AND GEODETIC SURVEY TRIANGULATION STATION, ABOUT 5.0
 PM0379'MILES (8.0 KM) SOUTHEAST OF STURGEON BAY, AT THE SOUTHEAST END OF
 PM0379'STURGEON BAY CANAL, ON THE WEST SIDE OF THE LIGHTHOUSE, 25.5 FEET (7.8
 PM0379'M) EAST OF THE NORTHERLY CORNER OF THE EMERGENCY GENERATOR BUILDING,
 PM0379'2.0 FEET (0.6 M) WEST OF THE LIGHTHOUSE SHAFT, IN THE CONCRETE BASE,
 PM0379'BEING THE HIGHEST POINT OF THE CENTER OF A BRONZE DISK.
 PM0379
 PM0379                          STATION RECOVERY (1995)
 PM0379
 PM0379'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 PM0379'A U.S.  COAST AND GEODETIC SURVEY TRIANGULATION STATION, ABOUT 5.0
 PM0379'MILES (8.0 KM) SOUTHEAST OF STURGEON BAY, AT THE SOUTHEAST END OF
 PM0379'STURGEON BAY CANAL, ON THE WEST SIDE OF THE LIGHTHOUSE, 25.5 FEET (7.8
 PM0379'M) EAST OF THE NORTHERLY CORNER OF THE EMERGENCY GENERATOR BUILDING,
 PM0379'2.0 FEET (0.6 M) WEST OF THE LIGHTHOUSE SHAFT, IN THE CONCRETE BASE,
 PM0379'BEING THE HIGHEST POINT OF THE CENTER OF A BRONZE DISK, SET INTO
 PM0379'CONCRETE.
 PM0379
 PM0379                          STATION RECOVERY (2003)
 PM0379
 PM0379'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0379'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS COVERED
 PM0379'WITH SEVERAL LAYERS OF PAINT.
 PM0379'REFERENCE MARK 1 NOT FOUND.  IF PRESENT, IT IS COVERED WITH ASPHALT.
 PM0379'REFERENCE MARK 2 WAS NOT FOUND.  THE RADIO TOWER AND BASE HAVE BEEN
 PM0379'REMOVED.
 PM0379'AZIMUTH MARK NOT FOUND.
 PM0379
 PM0379                          STATION RECOVERY (2005)
 PM0379
 PM0379'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0379'RECOVERED AS DESCRIBED IN GOOD CONDITION
 PM0379
 PM0379                          STATION RECOVERY (2008)
 PM0379
 PM0379'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 PM0379'RECOVERED AS DESCRIBED.
 PM0379
 PM0379                          STATION RECOVERY (2015)
 PM0379
 PM0379'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2015 (SPT)
 PM0379'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF IDLEWILD,
 PM0379'6.9 MI (11.1 KM) SOUTH OF INSTITUTE AND 4.1 MI (6.6 KM) SOUTHEAST OF
 PM0379'STURGEON BAY.
 PM0379'
 PM0379'TO REACH IN STURGEON BAY FROM THE INTERSECTION OF HIGHWAY 42/57 AND
 PM0379'UTAH ROAD, PROCEED EAST ON UTAH ROAD FOR APPROXIMATELY 0.48 KM (0.30
 PM0379'MI) TO THE INTERSECTION WITH COLE ROAD, THEN PROCEED SOUTH ON COLE
 PM0379'ROAD FOR APPROXIMATELY 0.40 KM (0.25 MI) TO THE INTERSECTION WITH
 PM0379'CANAL ROAD, THEN PROCEED EAST-SOUTHEAST ON CANAL ROAD FOR
 PM0379'APPROXIMATELY 4.18 KM (2.60 MI) TO THE USCG PROPERTY, CANAL ROAD DEAD
 PM0379'ENDS INTO THE USCG PROPERTY, ON THE WEST SIDE OF THE LIGHTHOUSE AND IN
 PM0379'THE LIGHTHOUSE CONCRETE BASE, BEING THE HIGHEST POINT OF THE CENTER OF
 PM0379'A BRONZE DISK.
 PM0379'
 PM0379'IT IS 7.80 M (25.6 FT) EAST OF THE NORTHERLY CORNER OF THE EMERGENCY
 PM0379'GENERATOR BUILDING, 2.63 M (8.6 FT) EAST OF THE WEST EDGE OF THE
 PM0379'CONCRETE BASE OF LIGHTHOUSE AND 0.60 M (2.0 FT) WEST OF THE LIGHTHOUSE
 PM0379'SHAFT.
 PM0379
 PM0379                          STATION RECOVERY (2018)
 PM0379
 PM0379'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2018 (ANS)
 PM0379'RECOVERED AS DESCRIBED.
 PM0379
 PM0379                          STATION RECOVERY (2022)
 PM0379
 PM0379'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 PM0379'BENCH MARK IS LOCATED ON THE US COAST GUARD STATION PROPERTY IN
 PM0379'STURGEON BAY WI.  THE ADDRESS OF BASE IS 2500 CANAL ROAD STURGEON BAY,
 PM0379'WI 54235.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0360 ***********************************************************************
 PM0360  DESIGNATION -  CANAL
 PM0360  PID         -  PM0360
 PM0360  STATE/COUNTY-  WI/DOOR
 PM0360  COUNTRY     -  US
 PM0360  USGS QUAD   -  STURGEON BAY EAST (2018)
 PM0360
 PM0360                         *CURRENT SURVEY CONTROL
 PM0360  ______________________________________________________________________
 PM0360* NAD 83(1986) POSITION- 44 48 24.3    (N) 087 19 46.7    (W)   HD_HELD2
 PM0360* NAVD 88 ORTHO HEIGHT -   179.459 (meters)      588.78  (feet) ADJUSTED
 PM0360  ______________________________________________________________________
 PM0360  GEOID HEIGHT    -        -36.773 (meters)                     GEOID18
 PM0360  DYNAMIC HEIGHT  -        179.441 (meters)      588.72  (feet) COMP
 PM0360  MODELED GRAVITY -    980,514.1   (mgal)                       NAVD 88
 PM0360
 PM0360  VERT ORDER      -  FIRST     CLASS I
 PM0360
 PM0360.The horizontal coordinates were established by autonomous hand held GPS
 PM0360.observations and have an estimated accuracy of +/- 10 meters.
 PM0360
 PM0360.The orthometric height was determined by differential leveling and
 PM0360.adjusted by the NATIONAL GEODETIC SURVEY
 PM0360.in June 1991.
 PM0360
 PM0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0360.GEOID18 height accuracy estimate available here.
 PM0360
 PM0360.Click photographs - Photos may exist for this station.
 PM0360
 PM0360.The dynamic height is computed by dividing the NAVD 88
 PM0360.geopotential number by the normal gravity value computed on the
 PM0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0360.degrees latitude (g = 980.6199 gals.).
 PM0360
 PM0360.The modeled gravity was interpolated from observed gravity values.
 PM0360
 PM0360;                    North         East    Units  Estimated Accuracy
 PM0360;SPC WI C     -   111,638.      811,206.      MT  (+/- 10 meters HH2 GPS)
 PM0360
 PM0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7393261535(NAD 83)
 PM0360
 PM0360                          SUPERSEDED SURVEY CONTROL
 PM0360
 PM0360.No superseded survey control is available for this station.
 PM0360
 PM0360_MARKER: I = METAL ROD
 PM0360_SETTING: 0 = UNSPECIFIED SETTING
 PM0360_SP_SET: IRON ROD
 PM0360_MARK LOGO: NONE
 PM0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0360+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 PM0360
 PM0360  HISTORY     - Date     Condition        Report By
 PM0360  HISTORY     - UNK      MONUMENTED       NONE
 PM0360  HISTORY     - 1975     GOOD             NOS
 PM0360  HISTORY     - 20030811 GOOD             USPSQD
 PM0360
 PM0360                          STATION DESCRIPTION
 PM0360
 PM0360'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0360'4.4 KM (2.75 MI) SE FROM STURGEON BAY.
 PM0360'2.75 MILES SOUTHEAST OF STURGEON BAY, ON THE NORTH SIDE OF THE CANAL
 PM0360'ABOUT 1.0 MILE NORTHWEST OF THE STURGEON BAY CANAL LIGHT, ON THE
 PM0360'NORTHEAST SIDE OF THE CANAL, 118.0 FEET SOUTHWESTERLY OF THE
 PM0360'SOUTHEAST CORNER OF THE GARAGE PORTION OF A FRAME FARM HOUSE, 78.5
 PM0360'FEET FROM THE SOUTHWEST CORNER OF THE FARM HOUSE, 65.5 FEET SOUTH OF
 PM0360'UTILITY POLE NUMBER 27-Z-33, 0.3 FT ABOVE THE GROUND, BEING THE
 PM0360'HIGHEST POINT ON TOP OF A 1-1/2-INCH SQUARE IRON ROD, 10.0 FEET LONG.
 PM0360
 PM0360                          STATION RECOVERY (2003)
 PM0360
 PM0360'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0360'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SOUTH OF THE
 PM0360'RESIDENCE AT 2806 CANAL RD.  UTILITY POLE 27-Z-33 IS ON THE SOUTH SIDE
 PM0360'OF CANAL RD, ABOUT 70 FEET EAST OF A CANAL STREET CURVE TO THE
 PM0360'SOUTHEAST.  THE STATION IS AMONGST HEAVY UNMANAGED TREE GROWTH IN ALL
 PM0360'QUADRANTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0985 ***********************************************************************
 PN0985  DESIGNATION -  CANCAN
 PN0985  PID         -  PN0985
 PN0985  STATE/COUNTY-  WI/WAUPACA
 PN0985  COUNTRY     -  US
 PN0985  USGS QUAD   -  NORTHPORT (2018)
 PN0985
 PN0985                         *CURRENT SURVEY CONTROL
 PN0985  ______________________________________________________________________
 PN0985* NAD 83(1991) POSITION- 44 24 22.66304(N) 088 47 02.22936(W)   ADJUSTED
 PN0985* NAVD 88 ORTHO HEIGHT -   232.    (meters)      761.    (feet) SCALED
 PN0985  ______________________________________________________________________
 PN0985  GEOID HEIGHT    -        -36.455 (meters)                     GEOID18
 PN0985  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 PN0985  HORZ ORDER      -  FIRST
 PN0985
 PN0985.The horizontal coordinates were established by classical geodetic methods
 PN0985.and adjusted by the National Geodetic Survey in November 1991.
 PN0985
 PN0985.The orthometric height was scaled from a topographic map.
 PN0985
 PN0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0985.GEOID18 height accuracy estimate available here.
 PN0985
 PN0985.Click photographs - Photos may exist for this station.
 PN0985
 PN0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0985
 PN0985. The following values were computed from the NAD 83(1991) position.
 PN0985
 PN0985;                    North         East     Units Scale Factor Converg.
 PN0985;SPC WI C     -    64,391.682   696,860.360   MT  0.99997412   +0 51 28.9
 PN0985;SPC WI C     -   211,258.38  2,286,282.70   sFT  0.99997412   +0 51 28.9
 PN0985;UTM  16      - 4,918,548.429   357,952.312   MT  0.99984815   -1 14 54.7
 PN0985
 PN0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0985!SPC WI C     -   0.99996934  x   0.99997412  =   0.99994347
 PN0985!UTM  16      -   0.99996934  x   0.99984815  =   0.99981750
 PN0985
 PN0985:                Primary Azimuth Mark                     Grid Az
 PN0985:SPC WI C     -  CANTO                                    100 58 52.6
 PN0985:UTM  16      -  CANTO                                    103 05 16.2
 PN0985
 PN0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5795218548(NAD 83)
 PN0985
 PN0985|---------------------------------------------------------------------|
 PN0985| PID    Reference Object                     Distance      Geod. Az  |
 PN0985|                                                           dddmmss.s |
 PN0985| PN0987 CANTO                               412.266 METERS 1015021.5 |
 PN0985|---------------------------------------------------------------------|
 PN0985
 PN0985                          SUPERSEDED SURVEY CONTROL
 PN0985
 PN0985  NAD 83(1986)-  44 24 22.66022(N)    088 47 02.21820(W) AD(       ) 1
 PN0985  NAD 27      -  44 24 22.73800(N)    088 47 01.87400(W) AD(       ) 1
 PN0985
 PN0985.Superseded values are not recommended for survey control.
 PN0985
 PN0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0985.See file dsdata.pdf to determine how the superseded data were derived.
 PN0985
 PN0985_MARKER: N = NAIL
 PN0985_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 PN0985_SP_SET: WOOD STAKE
 PN0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0985
 PN0985  HISTORY     - Date     Condition        Report By
 PN0985  HISTORY     - 1926     MONUMENTED       CGS
 PN0985  HISTORY     - 1935     MARK NOT FOUND   WIGS
 PN0985  HISTORY     - 1956     MARK NOT FOUND   USGS
 PN0985
 PN0985                          STATION DESCRIPTION
 PN0985
 PN0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0985'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY APPROXIMATELY
 PN0985'500 METERS W OF POINT OF TANGENCY AT E END OF CURVE JUST E
 PN0985'OF NORTHPORT, 82.5 METERS E OF RAILROAD BRIDGE (E END), ON N
 PN0985'SIDE OF CURVE NEAR THE EDGE OF THE FILL.
 PN0985'
 PN0985'STATION IS MARKED WITH WOOD STAKE DRIVEN IN GROUND AND NAIL IN
 PN0985'TOP.
 PN0985
 PN0985                          STATION RECOVERY (1935)
 PN0985
 PN0985'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PN0985'STATION NOT LOCATED.  FOUND A POST AT BASE OF FILL AT THIS
 PN0985'POINT BUT COULD NOT TELL IF IT WAS THE STATION POST OF NOT.  FILL
 PN0985'HAS BEEN WIDENED HERE.  NO SIGN OF ANY POST OR STAKE IN THE
 PN0985'GROUND NEAR THIS POINT.  IF IT IS STILL IN THE GROUND IT HAS
 PN0985'PROBABLY BEEN COVERED BY THE NEW FILLING.  SEARCHED ABOUT 2
 PN0985'HOURS.
 PN0985
 PN0985                          STATION RECOVERY (1956)
 PN0985
 PN0985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PN0985'STATION MAY HAVE BEEN DESTROYED OR COVERED BY REGRADING OF
 PN0985'RAILROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8509 ***********************************************************************
 AB8509  DESIGNATION -  CANDY GPS 165
 AB8509  PID         -  AB8509
 AB8509  STATE/COUNTY-  WI/BURNETT
 AB8509  COUNTRY     -  US
 AB8509  USGS QUAD   -  WEBB LAKE (2019)
 AB8509
 AB8509                         *CURRENT SURVEY CONTROL
 AB8509  ______________________________________________________________________
 AB8509* NAD 83(2011) POSITION- 46 01 50.82505(N) 092 10 42.22816(W)   ADJUSTED
 AB8509* NAD 83(2011) ELLIP HT-   272.739 (meters)        (06/27/12)   ADJUSTED
 AB8509* NAD 83(2011) EPOCH   -  2010.00
 AB8509* NAVD 88 ORTHO HEIGHT -   299.362 (meters)      982.16  (feet) ADJUSTED
 AB8509  ______________________________________________________________________
 AB8509  GEOID HEIGHT    -        -26.617 (meters)                     GEOID18
 AB8509  NAD 83(2011) X  -   -168,618.757 (meters)                     COMP
 AB8509  NAD 83(2011) Y  - -4,432,841.559 (meters)                     COMP
 AB8509  NAD 83(2011) Z  -  4,567,820.137 (meters)                     COMP
 AB8509  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 AB8509  DYNAMIC HEIGHT  -        299.391 (meters)      982.25  (feet) COMP
 AB8509  MODELED GRAVITY -    980,701.3   (mgal)                       NAVD 88
 AB8509
 AB8509  VERT ORDER      -  SECOND    CLASS I
 AB8509
 AB8509  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8509  Standards:
 AB8509         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8509            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8509  -------------------------------------------------------------------
 AB8509  NETWORK    1.28   1.63           0.59   0.43   0.83      0.07318304
 AB8509  -------------------------------------------------------------------
 AB8509  Click here for local accuracies and other accuracy information.
 AB8509
 AB8509.The horizontal coordinates were established by GPS observations
 AB8509.and adjusted by the National Geodetic Survey in June 2012.
 AB8509
 AB8509.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8509.been affixed to the stable North American tectonic plate. See 
 AB8509.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8509
 AB8509.The horizontal coordinates are valid at the epoch date displayed above
 AB8509.which is a decimal equivalence of Year/Month/Day.
 AB8509
 AB8509.The orthometric height was determined by differential leveling and
 AB8509.adjusted by the NATIONAL GEODETIC SURVEY
 AB8509.in October 2012.
 AB8509
 AB8509.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8509.GEOID18 height accuracy estimate available here.
 AB8509
 AB8509.Click photographs - Photos may exist for this station.
 AB8509
 AB8509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8509
 AB8509.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8509
 AB8509.The ellipsoidal height was determined by GPS observations
 AB8509.and is referenced to NAD 83.
 AB8509
 AB8509.The dynamic height is computed by dividing the NAVD 88
 AB8509.geopotential number by the normal gravity value computed on the
 AB8509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8509.degrees latitude (g = 980.6199 gals.).
 AB8509
 AB8509.The modeled gravity was interpolated from observed gravity values.
 AB8509
 AB8509. The following values were computed from the NAD 83(2011) position.
 AB8509
 AB8509;                    North         East     Units Scale Factor Converg.
 AB8509;SPC WI N     -    98,353.959   431,377.692   MT  0.99994819   -1 34 17.2
 AB8509;SPC WI N     -   322,682.95  1,415,278.31   sFT  0.99994819   -1 34 17.2
 AB8509;UTM  15      - 5,097,796.012   563,583.278   MT  0.99964970   +0 35 28.8
 AB8509
 AB8509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8509!SPC WI N     -   0.99995725  x   0.99994819  =   0.99990544
 AB8509!UTM  15      -   0.99995725  x   0.99964970  =   0.99960696
 AB8509
 AB8509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6358397796(NAD 83)
 AB8509
 AB8509                          SUPERSEDED SURVEY CONTROL
 AB8509
 AB8509  NAD 83(2007)-  46 01 50.82516(N)    092 10 42.22885(W) AD(2002.00) 0
 AB8509  ELLIP H (02/10/07)  272.772  (m)                       GP(2002.00)    
 AB8509  NAD 83(1997)-  46 01 50.82514(N)    092 10 42.22949(W) AD(       ) 1
 AB8509  ELLIP H (01/30/03)  272.791  (m)                       GP(       ) 4 1
 AB8509  NAD 83(1991)-  46 01 50.82480(N)    092 10 42.22781(W) AD(       ) 1
 AB8509  ELLIP H (12/09/96)  272.820  (m)                       GP(       ) 4 1
 AB8509  NAVD 88 (12/09/96)  299.4    (m)  GEOID93  model used  GPS OBS        
 AB8509
 AB8509.Superseded values are not recommended for survey control.
 AB8509
 AB8509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8509.See file dsdata.pdf to determine how the superseded data were derived.
 AB8509
 AB8509_MARKER: DD = SURVEY DISK
 AB8509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8509_STAMPING: CANDY GPS 165 1993
 AB8509_MARK LOGO: WI-013
 AB8509_PROJECTION: FLUSH
 AB8509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8509+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 AB8509
 AB8509  HISTORY     - Date     Condition        Report By
 AB8509  HISTORY     - 1993     MONUMENTED       WI-013
 AB8509  HISTORY     - 20120202 GOOD             GEOSPC
 AB8509
 AB8509                          STATION DESCRIPTION
 AB8509
 AB8509'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8509'THE STATION IS LOCATED 14.5 KM (9.00 MI) NORTHEAST OF THE VILLAGE OF
 AB8509'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8509'INTERSECT) , 22.0 KM (13.65 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN
 AB8509'THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, SECTION 13, T41N,
 AB8509'R15W, TOWN OF SWISS.  TO REACH THE STATION FROM THE VILLAGE OF DANBURY
 AB8509'(WHERE STATE TRUNK HIGHWAY 35 AND STATE TRUNK HIGHWAY 77 MEET) GO
 AB8509'NORTH ALONG STATE TRUNK HIGHWAY 35/77 3.46 KM (2.15 MI) TO WHERE STATE
 AB8509'TRUNK HIGHWAY 77 TURNS EAST (RIGHT) , CONTINUE EAST ALONG STATE TRUNK
 AB8509'HIGHWAY 77 12.4 KM (7.70 MI) TO THE STATION LOCATED 50 FEET (15.2 M)
 AB8509'NORTH OF THE ROAD.  THE STATION IS LOCATED .2 MI (0.3 KM) WEST OF
 AB8509'MYRICK LAKE DRIVE, .39 MI (0.63 KM) EAST OF JOHNSON LAKE DRIVE, SOUTH
 AB8509'OF FAWN LAKE.  FIBERGLASS WITNESS POST SET ALONG SOUTHWEST SIDE OF THE
 AB8509'STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT
 AB8509'PROJECTING 5 CM ABOVE THE GROUND SURFACE.
 AB8509
 AB8509                          STATION RECOVERY (2012)
 AB8509
 AB8509'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2012 (MEH)
 AB8509'RECOVERED AS DESCRIBED.
 AB8509'
 AB8509'NOTE-THERE ARE 3 WHITE PLASTIC WITNESS POSTS 0.5 M (1.6 FT) NORTH,
 AB8509'SOUTHEAST AND SOUTHWEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0043 ***********************************************************************
 PN0043  DESIGNATION -  CANNING
 PN0043  PID         -  PN0043
 PN0043  STATE/COUNTY-  WI/OUTAGAMIE
 PN0043  COUNTRY     -  US
 PN0043  USGS QUAD   -  SEYMOUR (2018)
 PN0043
 PN0043                         *CURRENT SURVEY CONTROL
 PN0043  ______________________________________________________________________
 PN0043* NAD 83(1991) POSITION- 44 30 42.76877(N) 088 19 23.65295(W)   ADJUSTED
 PN0043* NAVD 88 ORTHO HEIGHT -   242.215 (meters)      794.67  (feet) ADJUSTED
 PN0043  ______________________________________________________________________
 PN0043  GEOID HEIGHT    -        -36.254 (meters)                     GEOID18
 PN0043  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 PN0043  DYNAMIC HEIGHT  -        242.181 (meters)      794.56  (feet) COMP
 PN0043  MODELED GRAVITY -    980,472.8   (mgal)                       NAVD 88
 PN0043
 PN0043  HORZ ORDER      -  FIRST
 PN0043  VERT ORDER      -  FIRST     CLASS II
 PN0043
 PN0043.The horizontal coordinates were established by classical geodetic methods
 PN0043.and adjusted by the National Geodetic Survey in November 1991.
 PN0043
 PN0043.The orthometric height was determined by differential leveling and
 PN0043.adjusted by the NATIONAL GEODETIC SURVEY
 PN0043.in June 1991.
 PN0043
 PN0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0043.GEOID18 height accuracy estimate available here.
 PN0043
 PN0043.Click photographs - Photos may exist for this station.
 PN0043
 PN0043.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0043
 PN0043.The dynamic height is computed by dividing the NAVD 88
 PN0043.geopotential number by the normal gravity value computed on the
 PN0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0043.degrees latitude (g = 980.6199 gals.).
 PN0043
 PN0043.The modeled gravity was interpolated from observed gravity values.
 PN0043
 PN0043. The following values were computed from the NAD 83(1991) position.
 PN0043
 PN0043;                    North         East     Units Scale Factor Converg.
 PN0043;SPC WI C     -    76,775.152   733,310.451   MT  0.99996080   +1 10 59.1
 PN0043;SPC WI C     -   251,886.48  2,405,869.37   sFT  0.99996080   +1 10 59.1
 PN0043;UTM  16      - 4,929,580.302   394,826.830   MT  0.99973603   -0 55 39.9
 PN0043
 PN0043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0043!SPC WI C     -   0.99996771  x   0.99996080  =   0.99992851
 PN0043!UTM  16      -   0.99996771  x   0.99973603  =   0.99970375
 PN0043
 PN0043:                Primary Azimuth Mark                     Grid Az
 PN0043:SPC WI C     -  BEE                                      101 34 07.3
 PN0043:UTM  16      -  BEE                                      103 40 46.3
 PN0043
 PN0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9482629580(NAD 83)
 PN0043
 PN0043|---------------------------------------------------------------------|
 PN0043| PID    Reference Object                     Distance      Geod. Az  |
 PN0043|                                                           dddmmss.s |
 PN0043| PN0044 BEE                                 APPROX. 2.2 KM 1024506.4 |
 PN0043|---------------------------------------------------------------------|
 PN0043
 PN0043                          SUPERSEDED SURVEY CONTROL
 PN0043
 PN0043  NAD 83(1986)-  44 30 42.75942(N)    088 19 23.63908(W) AD(       ) 1
 PN0043  NAD 27      -  44 30 42.80800(N)    088 19 23.26800(W) AD(       ) 1
 PN0043  NGVD 29 (??/??/92)  242.245  (m)          794.77   (f) ADJ UNCH    1 2
 PN0043  NGVD 29             242.24   (m)          794.7    (f) LEVELING    3  
 PN0043
 PN0043.Superseded values are not recommended for survey control.
 PN0043
 PN0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0043.See file dsdata.pdf to determine how the superseded data were derived.
 PN0043
 PN0043_MARKER: DE = TRAVERSE STATION DISK
 PN0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0043_SP_SET: BUILDING
 PN0043_STAMPING: CANNING 1926
 PN0043_MARK LOGO: CGS
 PN0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0043
 PN0043  HISTORY     - Date     Condition        Report By
 PN0043  HISTORY     - 1926     MONUMENTED       CGS
 PN0043  HISTORY     - 1930     GOOD             CGS
 PN0043  HISTORY     - 1930     GOOD             CGS
 PN0043  HISTORY     - 1934     GOOD             CGS
 PN0043  HISTORY     - 1974     MARK NOT FOUND   USGS
 PN0043  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0043
 PN0043                          STATION DESCRIPTION
 PN0043
 PN0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0043'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ABOUT 1/4
 PN0043'MILES E OF RAILWAY STATION AT SEYMOUR, AT E END OF CURVE, 14.6
 PN0043'FEET S OF RIGHT-OF-WAY FENCE ON N SIDE OF TRACK AND 38.3 FEET
 PN0043'N OF RAIL, STATION IS ON S RAIL OF TRACK.  IT IS AT SE CORNER
 PN0043'OF CANNERY COMPANYS LUMBER YARD, APPROXIMATELY 100 FEET DIRECTLY
 PN0043'N FROM CENTER OF NEW BRICK BUILDING OF CANNERY COMPANY.
 PN0043'
 PN0043'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0043'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0043
 PN0043                          STATION RECOVERY (1930)
 PN0043
 PN0043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0043'STATION FOUND AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION IS IN
 PN0043'GOOD CONDITION.
 PN0043
 PN0043                          STATION RECOVERY (1930)
 PN0043
 PN0043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0043'AT SEYMOUR.
 PN0043'ON THE GREEN BAY AND WESTERN RAILROAD, 1/4 MILE EAST OF THE STATION
 PN0043'AT SEYMOUR, AT EAST END OF CURVE, 14.6 FEET SOUTH OF RIGHT OF WAY
 PN0043'FENCE ON NORTH SIDE OF TRACK, 38.3 FEET NORTH OF RAIL STATION ON
 PN0043'SOUTH RAIL OF TRACK, AT SOUTH EAST CORNER OF CANNERY COMPANYS
 PN0043'LUMBER YARD, APPROXIMATELY 100 FEET DIRECTLY NORTH OF BRICK
 PN0043'BUILDING OF CANNERY COMPANY, STANDARD TRAVERSE STATION.  NOTE-- 38.3
 PN0043'FT. N OF S RAIL OF THE MAIN LINE TRACK AND 14.6 FT S OF THE N
 PN0043'RIGHT-OF-WAY FENCE LINE.
 PN0043
 PN0043                          STATION RECOVERY (1934)
 PN0043
 PN0043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0043'RECOVERED IN GOOD CONDITION.
 PN0043
 PN0043                          STATION RECOVERY (1974)
 PN0043
 PN0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0043'MARK NOT FOUND AFTER SEARCH.
 PN0043
 PN0043                          STATION RECOVERY (1985)
 PN0043
 PN0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0987 ***********************************************************************
 PN0987  DESIGNATION -  CANTO
 PN0987  PID         -  PN0987
 PN0987  STATE/COUNTY-  WI/WAUPACA
 PN0987  COUNTRY     -  US
 PN0987  USGS QUAD   -  NORTHPORT (2018)
 PN0987
 PN0987                         *CURRENT SURVEY CONTROL
 PN0987  ______________________________________________________________________
 PN0987* NAD 83(1991) POSITION- 44 24 19.92235(N) 088 46 43.99405(W)   ADJUSTED
 PN0987* NAVD 88 ORTHO HEIGHT -   232.    (meters)      761.    (feet) SCALED
 PN0987  ______________________________________________________________________
 PN0987  GEOID HEIGHT    -        -36.455 (meters)                     GEOID18
 PN0987  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 PN0987  HORZ ORDER      -  FIRST
 PN0987
 PN0987.The horizontal coordinates were established by classical geodetic methods
 PN0987.and adjusted by the National Geodetic Survey in November 1991.
 PN0987
 PN0987.The orthometric height was scaled from a topographic map.
 PN0987
 PN0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0987.GEOID18 height accuracy estimate available here.
 PN0987
 PN0987.Click photographs - Photos may exist for this station.
 PN0987
 PN0987.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0987
 PN0987. The following values were computed from the NAD 83(1991) position.
 PN0987
 PN0987;                    North         East     Units Scale Factor Converg.
 PN0987;SPC WI C     -    64,313.152   697,265.067   MT  0.99997423   +0 51 41.7
 PN0987;SPC WI C     -   211,000.73  2,287,610.47   sFT  0.99997423   +0 51 41.7
 PN0987;UTM  16      - 4,918,455.088   358,353.808   MT  0.99984674   -1 14 41.8
 PN0987
 PN0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0987!SPC WI C     -   0.99996934  x   0.99997423  =   0.99994358
 PN0987!UTM  16      -   0.99996934  x   0.99984674  =   0.99981609
 PN0987
 PN0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5835318455(NAD 83)
 PN0987
 PN0987                          SUPERSEDED SURVEY CONTROL
 PN0987
 PN0987  NAD 83(1986)-  44 24 19.91955(N)    088 46 43.98299(W) AD(       ) 1
 PN0987  NAD 27      -  44 24 19.99600(N)    088 46 43.63900(W) AD(       ) 1
 PN0987
 PN0987.Superseded values are not recommended for survey control.
 PN0987
 PN0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0987.See file dsdata.pdf to determine how the superseded data were derived.
 PN0987
 PN0987_MARKER: DS = TRIANGULATION STATION DISK
 PN0987_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PN0987_STAMPING: CANTO 1926
 PN0987_MARK LOGO: CGS
 PN0987_MAGNETIC: P = MARKER IS A STEEL PIPE
 PN0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0987
 PN0987  HISTORY     - Date     Condition        Report By
 PN0987  HISTORY     - 1926     MONUMENTED       CGS
 PN0987  HISTORY     - 1935     MARK NOT FOUND   WIGS
 PN0987  HISTORY     - 1956     MARK NOT FOUND   USGS
 PN0987
 PN0987                          STATION DESCRIPTION
 PN0987
 PN0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0987'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY NEAR THE
 PN0987'EASTERN END OF A LONG CURVE, APPROXIMATELY 3/4 MILE E OF
 PN0987'DEPOT AT NORTHPORT, NEAR EDGE OF FILL AND ON THE E TANGENT OF N
 PN0987'RAIL.
 PN0987'
 PN0987'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 PN0987'4-INCH GALVANIZED-IRON PIPE FILLED WITH CONCRETE AND ANCHORED
 PN0987'2-1/2 FEET BELOW THE SURFACE, WITH A BOLT THROUGH THE PIPE SET
 PN0987'IN CONCRETE.
 PN0987
 PN0987                          STATION RECOVERY (1935)
 PN0987
 PN0987'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PN0987'STATION NOT LOCATED.  NEW FILLING HAS BEEN PUT IN AROUND THIS
 PN0987'CURVE.  DUG INTO A DEPTH OF ABOUT 18 INCHES FROM EDGE OF FILL
 PN0987'ALONG EXTENSION OF RAIL TO WITHIN 3 FEET OF RAIL.  SPENT ABOUT
 PN0987'4 HOURS DIGGING BUT COULD NOT LOCATE IT.
 PN0987
 PN0987                          STATION RECOVERY (1956)
 PN0987
 PN0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PN0987'POST MAY HAVE BEEN DESTROYED IN REGRADING THE RAILROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0984 ***********************************************************************
 PN0984  DESIGNATION -  CANTON
 PN0984  PID         -  PN0984
 PN0984  STATE/COUNTY-  WI/WAUPACA
 PN0984  COUNTRY     -  US
 PN0984  USGS QUAD   -  NORTHPORT (2018)
 PN0984
 PN0984                         *CURRENT SURVEY CONTROL
 PN0984  ______________________________________________________________________
 PN0984* NAD 83(1991) POSITION- 44 23 48.52067(N) 088 48 46.25075(W)   ADJUSTED
 PN0984* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 PN0984  ______________________________________________________________________
 PN0984  GEOID HEIGHT    -        -36.461 (meters)                     GEOID18
 PN0984  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 PN0984  HORZ ORDER      -  FIRST
 PN0984
 PN0984.The horizontal coordinates were established by classical geodetic methods
 PN0984.and adjusted by the National Geodetic Survey in November 1991.
 PN0984
 PN0984.The orthometric height was scaled from a topographic map.
 PN0984
 PN0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0984.GEOID18 height accuracy estimate available here.
 PN0984
 PN0984.Click photographs - Photos may exist for this station.
 PN0984
 PN0984.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0984
 PN0984. The following values were computed from the NAD 83(1991) position.
 PN0984
 PN0984;                    North         East     Units Scale Factor Converg.
 PN0984;SPC WI C     -    63,303.903   694,574.406   MT  0.99997548   +0 50 15.5
 PN0984;SPC WI C     -   207,689.56  2,278,782.86   sFT  0.99997548   +0 50 15.5
 PN0984;UTM  16      - 4,917,545.527   355,628.207   MT  0.99985633   -1 16 06.7
 PN0984
 PN0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0984!SPC WI C     -   0.99996731  x   0.99997548  =   0.99994279
 PN0984!UTM  16      -   0.99996731  x   0.99985633  =   0.99982364
 PN0984
 PN0984:                Primary Azimuth Mark                     Grid Az
 PN0984:SPC WI C     -  CAMMEL                                   035 03 41.2
 PN0984:UTM  16      -  CAMMEL                                   037 10 03.4
 PN0984
 PN0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5562817545(NAD 83)
 PN0984
 PN0984|---------------------------------------------------------------------|
 PN0984| PID    Reference Object                     Distance      Geod. Az  |
 PN0984|                                                           dddmmss.s |
 PN0984| PN0989 CAMMEL                              APPROX. 1.2 KM 0355356.7 |
 PN0984|---------------------------------------------------------------------|
 PN0984
 PN0984                          SUPERSEDED SURVEY CONTROL
 PN0984
 PN0984  NAD 83(1986)-  44 23 48.51761(N)    088 48 46.23936(W) AD(       ) 1
 PN0984  NAD 27      -  44 23 48.59600(N)    088 48 45.89700(W) AD(       ) 1
 PN0984
 PN0984.Superseded values are not recommended for survey control.
 PN0984
 PN0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0984.See file dsdata.pdf to determine how the superseded data were derived.
 PN0984
 PN0984_MARKER: DS = TRIANGULATION STATION DISK
 PN0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0984_STAMPING: CANTON 1926
 PN0984_MARK LOGO: CGS
 PN0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0984+STABILITY: SURFACE MOTION
 PN0984
 PN0984  HISTORY     - Date     Condition        Report By
 PN0984  HISTORY     - 1926     MONUMENTED       CGS
 PN0984  HISTORY     - 1930     GOOD             CGS
 PN0984  HISTORY     - 1956     MARK NOT FOUND   USGS
 PN0984
 PN0984                          STATION DESCRIPTION
 PN0984
 PN0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0984'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY APPROXIMATELY
 PN0984'1.1 MILES W OF NORTHPORT, NEAR E END OF LONG CURVE, ON TANGENT OF
 PN0984'S RAIL FROM THE E AND 104.75 METERS W OF POINT OF TANGENCY.
 PN0984'
 PN0984'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0984'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0984
 PN0984                          STATION RECOVERY (1930)
 PN0984
 PN0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0984'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 PN0984'DESCRIPTION IS ADEQUATE.
 PN0984
 PN0984                          STATION RECOVERY (1956)
 PN0984
 PN0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PN0984'THAT AREA HAS BEEN REGRADED AND DITCHED MORE THAN LIKELY THE
 PN0984'STATION WAS DUG UP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7079 ***********************************************************************
 DN7079  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7079  DESIGNATION -  CANTON N GPS
 DN7079  PID         -  DN7079
 DN7079  STATE/COUNTY-  WI/BUFFALO
 DN7079  COUNTRY     -  US
 DN7079  USGS QUAD   -  TARRANT (2018)
 DN7079
 DN7079                         *CURRENT SURVEY CONTROL
 DN7079  ______________________________________________________________________
 DN7079* NAD 83(2011) POSITION- 44 34 03.48183(N) 091 50 13.31937(W)   ADJUSTED
 DN7079* NAD 83(2011) ELLIP HT-   231.815 (meters)        (04/15/13)   ADJUSTED
 DN7079* NAD 83(2011) EPOCH   -  2010.00
 DN7079* NAVD 88 ORTHO HEIGHT -   262.35  (meters)      860.7   (feet) GPS OBS
 DN7079  ______________________________________________________________________
 DN7079  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7079  GEOID HEIGHT    -        -30.534 (meters)                     GEOID12A
 DN7079  GEOID HEIGHT    -        -30.533 (meters)                     GEOID18
 DN7079  NAD 83(2011) X  -   -145,909.737 (meters)                     COMP
 DN7079  NAD 83(2011) Y  - -4,549,263.139 (meters)                     COMP
 DN7079  NAD 83(2011) Z  -  4,453,408.298 (meters)                     COMP
 DN7079  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 DN7079
 DN7079  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7079  Standards:
 DN7079         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7079            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7079  -------------------------------------------------------------------
 DN7079  NETWORK    0.59   1.00           0.27   0.20   0.51      0.04577420
 DN7079  -------------------------------------------------------------------
 DN7079  Click here for local accuracies and other accuracy information.
 DN7079
 DN7079.The horizontal coordinates were established by GPS observations
 DN7079.and adjusted by the National Geodetic Survey in April 2013.
 DN7079
 DN7079.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7079.been affixed to the stable North American tectonic plate. See 
 DN7079.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7079
 DN7079.The horizontal coordinates are valid at the epoch date displayed above
 DN7079.which is a decimal equivalence of Year/Month/Day.
 DN7079
 DN7079.The orthometric height was determined by GPS observations and a
 DN7079.high-resolution geoid model using precise GPS observation and
 DN7079.processing techniques.
 DN7079
 DN7079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7079.GEOID18 height accuracy estimate available here.
 DN7079
 DN7079.Click photographs - Photos may exist for this station.
 DN7079
 DN7079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7079
 DN7079.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7079
 DN7079.The ellipsoidal height was determined by GPS observations
 DN7079.and is referenced to NAD 83.
 DN7079
 DN7079. The following values were computed from the NAD 83(2011) position.
 DN7079
 DN7079;                    North         East     Units Scale Factor Converg.
 DN7079;SPC WI C     -    83,244.487   454,089.551   MT  0.99995513   -1 17 46.2
 DN7079;SPC WI C     -   273,111.29  1,489,792.14   sFT  0.99995513   -1 17 46.2
 DN7079;UTM  15      - 4,935,579.556   592,346.409   MT  0.99970487   +0 48 58.2
 DN7079
 DN7079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7079!SPC WI C     -   0.99996365  x   0.99995513  =   0.99991879
 DN7079!UTM  15      -   0.99996365  x   0.99970487  =   0.99966853
 DN7079
 DN7079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9234635579(NAD 83)
 DN7079
 DN7079                          SUPERSEDED SURVEY CONTROL
 DN7079
 DN7079  NAD 83(2007)-  44 34 03.48188(N)    091 50 13.32012(W) AD(2002.00) 1
 DN7079  ELLIP H (04/06/12)  231.842  (m)                       GP(2002.00) 1 1
 DN7079
 DN7079.Superseded values are not recommended for survey control.
 DN7079
 DN7079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7079.See file dsdata.pdf to determine how the superseded data were derived.
 DN7079
 DN7079_MARKER: DD = SURVEY DISK
 DN7079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7079_STAMPING: CANTON N GPS 2005
 DN7079_MARK LOGO: WIDT
 DN7079_PROJECTION: FLUSH
 DN7079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7079+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DN7079
 DN7079  HISTORY     - Date     Condition        Report By
 DN7079  HISTORY     - 2004     MONUMENTED       WIDT
 DN7079  HISTORY     - 20070807 GOOD             WIDT
 DN7079
 DN7079                          STATION DESCRIPTION
 DN7079
 DN7079'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7079'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A TO THE EAST
 DN7079'AND BRUNNER ROAD TO THE WEST WITH COUNTY HIGHWAY A TO THE NORTH AND
 DN7079'COUNTY HIGHWAY J TO THE SOUTH ABOUT 8 MI (12.9 KM) WEST OF THE CITY OF
 DN7079'MONDOVI, GO SOUTH ON COUNTY HIGHWAY J FOR 1.25 MI (2.0 KM) TO THE
 DN7079'STATION ON THE LEFT.
 DN7079'
 DN7079'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7079'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7079'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DN7079'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.8 M (35.4 FT) WEST
 DN7079'OF THE CENTERLINE OF COUNTY HIGHWAY J, 7 M (23.0 FT) SOUTH OF THE
 DN7079'CENTER OF A FIELD ENTRANCE, 3 M (9.8 FT) EAST OF AN AGRICULTURAL
 DN7079'FIELD, 4.5 M (14.8 FT) SOUTHWEST OF THE SOUTHERNMOST END OF A 60 CM
 DN7079'(24 INCH) DIAMETER CORRUGATED METAL CULVERT PIPE AND 1.0 M (3.3 FT)
 DN7079'WEST, SOUTHEAST AND NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DN7079'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7079'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7080 ***********************************************************************
 DN7080  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7080  DESIGNATION -  CANTON S GPS
 DN7080  PID         -  DN7080
 DN7080  STATE/COUNTY-  WI/BUFFALO
 DN7080  COUNTRY     -  US
 DN7080  USGS QUAD   -  TARRANT (2018)
 DN7080
 DN7080                         *CURRENT SURVEY CONTROL
 DN7080  ______________________________________________________________________
 DN7080* NAD 83(2011) POSITION- 44 31 14.18957(N) 091 50 27.43274(W)   ADJUSTED
 DN7080* NAD 83(2011) ELLIP HT-   356.962 (meters)        (04/15/13)   ADJUSTED
 DN7080* NAD 83(2011) EPOCH   -  2010.00
 DN7080* NAVD 88 ORTHO HEIGHT -   387.48  (meters)     1271.3   (feet) GPS OBS
 DN7080  ______________________________________________________________________
 DN7080  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7080  GEOID HEIGHT    -        -30.513 (meters)                     GEOID12A
 DN7080  GEOID HEIGHT    -        -30.518 (meters)                     GEOID18
 DN7080  NAD 83(2011) X  -   -146,341.640 (meters)                     COMP
 DN7080  NAD 83(2011) Y  - -4,553,006.126 (meters)                     COMP
 DN7080  NAD 83(2011) Z  -  4,449,771.556 (meters)                     COMP
 DN7080  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 DN7080
 DN7080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7080  Standards:
 DN7080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7080  -------------------------------------------------------------------
 DN7080  NETWORK    0.54   0.96           0.25   0.18   0.49      0.02304952
 DN7080  -------------------------------------------------------------------
 DN7080  Click here for local accuracies and other accuracy information.
 DN7080
 DN7080.The horizontal coordinates were established by GPS observations
 DN7080.and adjusted by the National Geodetic Survey in April 2013.
 DN7080
 DN7080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7080.been affixed to the stable North American tectonic plate. See 
 DN7080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7080
 DN7080.The horizontal coordinates are valid at the epoch date displayed above
 DN7080.which is a decimal equivalence of Year/Month/Day.
 DN7080
 DN7080.The orthometric height was determined by GPS observations and a
 DN7080.high-resolution geoid model using precise GPS observation and
 DN7080.processing techniques.
 DN7080
 DN7080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7080.GEOID18 height accuracy estimate available here.
 DN7080
 DN7080.Click photographs - Photos may exist for this station.
 DN7080
 DN7080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7080
 DN7080.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7080
 DN7080.The ellipsoidal height was determined by GPS observations
 DN7080.and is referenced to NAD 83.
 DN7080
 DN7080. The following values were computed from the NAD 83(2011) position.
 DN7080
 DN7080;                    North         East     Units Scale Factor Converg.
 DN7080;SPC WI C     -    78,027.481   453,659.766   MT  0.99995985   -1 17 56.2
 DN7080;SPC WI C     -   255,995.16  1,488,382.08   sFT  0.99995985   -1 17 56.2
 DN7080;UTM  15      - 4,930,351.578   592,109.239   MT  0.99970433   +0 48 45.9
 DN7080
 DN7080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7080!SPC WI C     -   0.99994403  x   0.99995985  =   0.99990389
 DN7080!UTM  15      -   0.99994403  x   0.99970433  =   0.99964838
 DN7080
 DN7080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9210930351(NAD 83)
 DN7080
 DN7080                          SUPERSEDED SURVEY CONTROL
 DN7080
 DN7080  NAD 83(2007)-  44 31 14.18964(N)    091 50 27.43349(W) AD(2002.00) 1
 DN7080  ELLIP H (04/06/12)  356.988  (m)                       GP(2002.00) 1 1
 DN7080
 DN7080.Superseded values are not recommended for survey control.
 DN7080
 DN7080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7080.See file dsdata.pdf to determine how the superseded data were derived.
 DN7080
 DN7080_MARKER: DD = SURVEY DISK
 DN7080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7080_STAMPING: CANTON S GPS 2005
 DN7080_MARK LOGO: WIDT
 DN7080_PROJECTION: FLUSH
 DN7080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7080+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DN7080
 DN7080  HISTORY     - Date     Condition        Report By
 DN7080  HISTORY     - 2004     MONUMENTED       WIDT
 DN7080  HISTORY     - 20070807 GOOD             WIDT
 DN7080
 DN7080                          STATION DESCRIPTION
 DN7080
 DN7080'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7080'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY J NORTH WITH
 DN7080'COUNTY HIGHWAY D AND COUNTY HIGHWAY J SOUTH, ABOUT 10 MI (16.1 KM)
 DN7080'SOUTHWEST OF THE CITY OF MONDOVI, GO NORTH ON COUNTY HIGHWAY J NORTH
 DN7080'FOR 4.15 MI (6.7 KM) TO EIDE BLUFF ROAD ON THE LEFT.  TURN LEFT AND GO
 DN7080'WEST ON EIDE BLUFF ROAD FOR 1.0 MI (1.6 KM) TO BADGER ROAD ON THE
 DN7080'LEFT.  CONTINUE WEST ON EIDE BLUFF ROAD FOR 0.15 MI (0.2 KM) TO THE
 DN7080'STATION ON THE RIGHT.
 DN7080'
 DN7080'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7080'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7080'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M
 DN7080'(3.3 FT) HIGHER THAN THE ROAD PAVEMENT.  THE STATION IS 6.5 M (21.3
 DN7080'FT) NORTH OF THE CENTER OF EIDE BLUFF ROAD, 27.5 M (90.2 FT) NORTHEAST
 DN7080'OF POWER POLE NUMBER -2C3 3E- AND 1.0 M (3.3 FT) SOUTH, NORTHEAST AND
 DN7080'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DN7080'
 DN7080'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7080'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0282 ***********************************************************************
 OL0282  WATER LEVEL -  This is a Water Level Survey Control Monument.
 OL0282  DESIGNATION -  CAP
 OL0282  PID         -  OL0282
 OL0282  STATE/COUNTY-  WI/MILWAUKEE
 OL0282  COUNTRY     -  US
 OL0282  USGS QUAD   -  MILWAUKEE (2018)
 OL0282
 OL0282                         *CURRENT SURVEY CONTROL
 OL0282  ______________________________________________________________________
 OL0282* NAD 83(1986) POSITION- 43 00 07.41   (N) 087 53 15.25   (W)   HD_HELD1
 OL0282* NAVD 88 ORTHO HEIGHT -   178.894 (meters)      586.92  (feet) ADJUSTED
 OL0282  ______________________________________________________________________
 OL0282  GEOID HEIGHT    -        -35.124 (meters)                     GEOID18
 OL0282  DYNAMIC HEIGHT  -        178.846 (meters)      586.76  (feet) COMP
 OL0282  MODELED GRAVITY -    980,345.6   (mgal)                       NAVD 88
 OL0282
 OL0282  VERT ORDER      -  SECOND    CLASS I
 OL0282
 OL0282.The horizontal coordinates were determined by differentially corrected
 OL0282.hand held GPS observations or other comparable positioning techniques
 OL0282.and have an estimated accuracy of +/- 3 meters.
 OL0282
 OL0282.The orthometric height was determined by differential leveling and
 OL0282.adjusted by the NATIONAL GEODETIC SURVEY
 OL0282.in July 2020.
 OL0282
 OL0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0282.GEOID18 height accuracy estimate available here.
 OL0282
 OL0282.This Water Level Mark is designated as VM 13210
 OL0282.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 OL0282
 OL0282.Click photographs - Photos may exist for this station.
 OL0282
 OL0282.The dynamic height is computed by dividing the NAVD 88
 OL0282.geopotential number by the normal gravity value computed on the
 OL0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0282.degrees latitude (g = 980.6199 gals.).
 OL0282
 OL0282.The modeled gravity was interpolated from observed gravity values.
 OL0282
 OL0282;                    North         East    Units  Estimated Accuracy
 OL0282;SPC WI S     -   113,500.7     772,218.0     MT  (+/- 3 meters HH1 GPS) 
 OL0282
 OL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2765761425(NAD 83)
 OL0282
 OL0282                          SUPERSEDED SURVEY CONTROL
 OL0282
 OL0282  NAVD 88 (07/23/97)  178.891  (m)          586.91   (f) SUPERSEDED  1 0
 OL0282  NAVD 88 (06/15/91)  178.883  (m)          586.89   (f) SUPERSEDED  1 0
 OL0282
 OL0282.Superseded values are not recommended for survey control.
 OL0282
 OL0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0282.See file dsdata.pdf to determine how the superseded data were derived.
 OL0282
 OL0282_MARKER: Q = CHISELED SQUARE
 OL0282_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OL0282_SP_SET: BULKHEAD
 OL0282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0282+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 OL0282
 OL0282  HISTORY     - Date     Condition        Report By
 OL0282  HISTORY     - 1968     MONUMENTED       USLS
 OL0282  HISTORY     - 1972     GOOD             NGS
 OL0282  HISTORY     - 19940822 GOOD             NOS
 OL0282  HISTORY     - 19950805 GOOD             NOS
 OL0282  HISTORY     - 20060725 GOOD             GEOCAC
 OL0282  HISTORY     - 20150807 GOOD             NGS
 OL0282  HISTORY     - 20180720 GOOD             NOS
 OL0282  HISTORY     - 20220823 GOOD             CO-OPS
 OL0282
 OL0282                          STATION DESCRIPTION
 OL0282
 OL0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0282'AT MILWAUKEE.
 OL0282'AT MILWAUKEE, AT THE U.S. COAST GUARD BASE, ALONG SOUTH LINCOLN
 OL0282'MEMORIAL DRIVE, 47 FEET NORTHEAST OF THE NORTH CORNER OF THE
 OL0282'LAKE SURVEY GAGE HOUSE, IN LINE WITH THE NORTHWEST WALL OF THE
 OL0282'BUILDING, 128.9 FEET SOUTHEAST OF THE WEST CORNER OF THE COAST
 OL0282'GUARD BOAT BASIN, 1.3 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 OL0282'A CATWALK AND SOUTHEASTERLY TRACK FOR BOAT HOIST, A 1 1/2 INCH
 OL0282'SQUARE FORMED BY CUT LINES ON THE TOP OF A 14 INCH WIDE AND 28
 OL0282'FEET LONG STEEL BULKHEAD AND DIRECTLY OVER THE STAFF, 14 INCHES
 OL0282'ABOVE THE LEVEL OF THE DOCK.  SECTION 9, T 6 N, R 22 E.
 OL0282
 OL0282                          STATION RECOVERY (1994)
 OL0282
 OL0282'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 OL0282'AT MILWAUKEE, AT THE U.S.  COAST GUARD BASE, ALONG SOUTH LINCOLN
 OL0282'MEMORIAL DRIVE, 47 FEET (14.3 M) NORTHEAST OF THE NORTH CORNER OF THE
 OL0282'NOS GAUGE HOUSE, IN LINE WITH THE NORTHWEST WALL OF THE BUILDING,
 OL0282'128.9 FEET (39.3 M) SOUTHEAST OF THE WEST CORNER OF THE COAST GUARD
 OL0282'BOAT BASIN, 1.3 FEET (0.4 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 OL0282'CATWALK AND SOUTHEASTERLY TRACK FOR BOAT HOIST, A 1 1/2 INCH SQUARE
 OL0282'FORMED BY CUT LINES ON THE TOP OF A 14 INCH WIDE AND 28 FEET (8.5 M)
 OL0282'LONG STEEL BULKHEAD AND DIRECTLY OVER THE STAFF, 14 INCHES ABOVE THE
 OL0282'LEVEL OF THE DOCK.  SECTION 9, T 6 N, R 22 E.
 OL0282
 OL0282                          STATION RECOVERY (1995)
 OL0282
 OL0282'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0282'RECOVERED IN GOOD CONDITION.
 OL0282
 OL0282                          STATION RECOVERY (2006)
 OL0282
 OL0282'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 OL0282'THE DUTY OFFICER SECTION MAY BE REACHED AT 414-747-5555
 OL0282'TO ARRANGE FOR ACCESS AND/OR ESCORT ON THE US COAST GUARD
 OL0282'INSTALLATION.
 OL0282
 OL0282                          STATION RECOVERY (2015)
 OL0282
 OL0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (DW)
 OL0282'RECOVERED IN GOOD CONDITION.
 OL0282
 OL0282                          STATION RECOVERY (2018)
 OL0282
 OL0282'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2018 (BD)
 OL0282'RECOVERED AS DESCRIBED.
 OL0282
 OL0282                          STATION RECOVERY (2022)
 OL0282
 OL0282'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2022 (ANS)
 OL0282'U.S. COAST GUARD SECTOR LAKE MICHIGAN IS LOCATED AT 2420 S LINCOLN
 OL0282'MEMORIAL DR. MILWAUKEE, WI 53207.  PHONE NUMBER IS (414)747-7100.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0457 ***********************************************************************
 NJ0457  DESIGNATION -  CAP
 NJ0457  PID         -  NJ0457
 NJ0457  STATE/COUNTY-  WI/GRANT
 NJ0457  COUNTRY     -  US
 NJ0457  USGS QUAD   -  GUTTENBERG (2018)
 NJ0457
 NJ0457                         *CURRENT SURVEY CONTROL
 NJ0457  ______________________________________________________________________
 NJ0457* NAD 83(1986) POSITION- 42 48 01.     (N) 091 04 26.     (W)   SCALED
 NJ0457* NAVD 88 ORTHO HEIGHT -   194.164 (meters)      637.02  (feet) ADJUSTED
 NJ0457  ______________________________________________________________________
 NJ0457  GEOID HEIGHT    -        -31.825 (meters)                     GEOID18
 NJ0457  DYNAMIC HEIGHT  -        194.111 (meters)      636.85  (feet) COMP
 NJ0457  MODELED GRAVITY -    980,344.2   (mgal)                       NAVD 88
 NJ0457
 NJ0457  VERT ORDER      -  FIRST     CLASS I
 NJ0457
 NJ0457.The horizontal coordinates were scaled from a map and have
 NJ0457.an estimated accuracy of +/- 6 seconds.
 NJ0457
 NJ0457.The orthometric height was determined by differential leveling and
 NJ0457.adjusted by the NATIONAL GEODETIC SURVEY
 NJ0457.in June 1991.
 NJ0457
 NJ0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0457.GEOID18 height accuracy estimate available here.
 NJ0457
 NJ0457.Click photographs - Photos may exist for this station.
 NJ0457
 NJ0457.The dynamic height is computed by dividing the NAVD 88
 NJ0457.geopotential number by the normal gravity value computed on the
 NJ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0457.degrees latitude (g = 980.6199 gals.).
 NJ0457
 NJ0457.The modeled gravity was interpolated from observed gravity values.
 NJ0457
 NJ0457;                    North         East    Units  Estimated Accuracy
 NJ0457;SPC WI S     -    89,470.      512,160.      MT  (+/- 180 meters Scaled)
 NJ0457
 NJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH575404(NAD 83)
 NJ0457
 NJ0457                          SUPERSEDED SURVEY CONTROL
 NJ0457
 NJ0457  NGVD 29 (??/??/92)  194.210  (m)          637.17   (f) ADJ UNCH    1 1
 NJ0457
 NJ0457.Superseded values are not recommended for survey control.
 NJ0457
 NJ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0457.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0457
 NJ0457_MARKER: P = PIPE CAP
 NJ0457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0457_STAMPING: 42 DEG 48 MIN 02 SEC 91 DEG 04 MIN 41 SEC
 NJ0457_MARK LOGO: MRC
 NJ0457_MAGNETIC: P = MARKER IS A STEEL PIPE
 NJ0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0457
 NJ0457  HISTORY     - Date     Condition        Report By
 NJ0457  HISTORY     - UNK      MONUMENTED       MRC
 NJ0457  HISTORY     - 1970     GOOD             NGS
 NJ0457  HISTORY     - 19980930 GOOD             USPSQD
 NJ0457
 NJ0457                          STATION DESCRIPTION
 NJ0457
 NJ0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0457'2.1 MI S FROM GLEN HAVEN.
 NJ0457'ABOUT 0.2 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 NJ0457'GLEN HAVEN, THENCE 1.9 MILES SOUTH ALONG THE BURLINGTON NORTHERN
 NJ0457'RAILROAD, 8 POLES SOUTH OF MILEPOST 221, 42 FEET EAST OF THE EAST
 NJ0457'RAIL OF THE EAST TRACK, 55 FEET NORTHEAST OF THE NORTH END OF
 NJ0457'THE EAST CONCRETE HEADWALL OF CULVERT NUMBER 220.78, 26 FEET
 NJ0457'SOUTHEAST OF A TELEPHONE POLE, 5.7 FEET WEST OF A FENCE, ABOUT
 NJ0457'13 FEET ABOVE THE LEVEL OF THE TRACK, AND IS A MISSISSIPPI
 NJ0457'RIVER COMMISSION CAP ON THE TOP OF AN IRON PIPE PROJECTING 16
 NJ0457'INCHES.  SECTION 27, T 4N, R 6W.
 NJ0457
 NJ0457                          STATION RECOVERY (1998)
 NJ0457
 NJ0457'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2789 ***********************************************************************
 DP2789  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2789  DESIGNATION -  CAREY GPS
 DP2789  PID         -  DP2789
 DP2789  STATE/COUNTY-  WI/IRON
 DP2789  COUNTRY     -  US
 DP2789  USGS QUAD   -  PINE LAKE (2018)
 DP2789
 DP2789                         *CURRENT SURVEY CONTROL
 DP2789  ______________________________________________________________________
 DP2789* NAD 83(2011) POSITION- 46 17 56.47011(N) 090 13 49.55999(W)   ADJUSTED
 DP2789* NAD 83(2011) ELLIP HT-   469.629 (meters)        (05/27/14)   ADJUSTED
 DP2789* NAD 83(2011) EPOCH   -  2010.00
 DP2789* NAVD 88 ORTHO HEIGHT -   500.35  (meters)     1641.6   (feet) GPS OBS
 DP2789  ______________________________________________________________________
 DP2789  GEOID HEIGHT    -        -30.729 (meters)                     GEOID18
 DP2789  NAD 83(2011) X  -    -17,754.984 (meters)                     COMP
 DP2789  NAD 83(2011) Y  - -4,414,639.826 (meters)                     COMP
 DP2789  NAD 83(2011) Z  -  4,588,613.124 (meters)                     COMP
 DP2789  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 DP2789
 DP2789  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2789  Standards:
 DP2789         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2789            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2789  -------------------------------------------------------------------
 DP2789  NETWORK    0.35   0.43           0.16   0.12   0.22      0.03306570
 DP2789  -------------------------------------------------------------------
 DP2789  Click here for local accuracies and other accuracy information.
 DP2789
 DP2789.The horizontal coordinates were established by GPS observations
 DP2789.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2789
 DP2789.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2789.been affixed to the stable North American tectonic plate. See 
 DP2789.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2789
 DP2789.The horizontal coordinates are valid at the epoch date displayed above
 DP2789.which is a decimal equivalence of Year/Month/Day.
 DP2789
 DP2789.The orthometric height was determined by GPS observations and a
 DP2789.high-resolution geoid model using precise GPS observation and
 DP2789.processing techniques.
 DP2789
 DP2789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2789.GEOID18 height accuracy estimate available here.
 DP2789
 DP2789.Click photographs - Photos may exist for this station.
 DP2789
 DP2789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2789
 DP2789.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2789
 DP2789.The ellipsoidal height was determined by GPS observations
 DP2789.and is referenced to NAD 83.
 DP2789
 DP2789. The following values were computed from the NAD 83(2011) position.
 DP2789
 DP2789;                    North         East     Units Scale Factor Converg.
 DP2789;SPC WI N     -   125,881.100   582,247.222   MT  0.99994796   -0 09 58.4
 DP2789;SPC WI N     -   412,994.91  1,910,256.09   sFT  0.99994796   -0 09 58.4
 DP2789;UTM  15      - 5,130,999.787   713,292.134   MT  1.00015926   +2 00 10.9
 DP2789
 DP2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2789!SPC WI N     -   0.99992639  x   0.99994796  =   0.99987435
 DP2789!UTM  15      -   0.99992639  x   1.00015926  =   1.00008563
 DP2789
 DP2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1329230999(NAD 83)
 DP2789
 DP2789                          SUPERSEDED SURVEY CONTROL
 DP2789
 DP2789  NAVD 88 (05/27/14)  500.39   (m)  GEOID12A model used  GPS OBS        
 DP2789
 DP2789.Superseded values are not recommended for survey control.
 DP2789
 DP2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2789.See file dsdata.pdf to determine how the superseded data were derived.
 DP2789
 DP2789_MARKER: DD = SURVEY DISK
 DP2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2789_STAMPING: CAREY GPS 2011
 DP2789_MARK LOGO: WIDT
 DP2789_PROJECTION: PROJECTING 2 CENTIMETERS
 DP2789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2789+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DP2789
 DP2789  HISTORY     - Date     Condition        Report By
 DP2789  HISTORY     - 2011     MONUMENTED       WIDT
 DP2789  HISTORY     - 20140101 GOOD             WIDT
 DP2789
 DP2789                          STATION DESCRIPTION
 DP2789
 DP2789'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2789'THE STATION IS LOCATED 11.5 MI (18.5 KM) NORTHWEST OF MERCER, 9.7 MI
 DP2789'(15.6 KM) SOUTHEAST OF UPSON, AND 8.9 MI (14.3 KM) SOUTH OF MONTREAL.
 DP2789'
 DP2789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 WITH COUNTY
 DP2789'HIGHWAY G LOCATED APPROXIMATELY 13 MI (20.9 KM) SOUTH OF THE CITY OF
 DP2789'HURLEY, GO NORTH ON U.S. HIGHWAY 51 FOR 0.08 MI (0.1 KM) TO BARTH ROAD
 DP2789'ON THE LEFT.  TURN LEFT AND GO WEST ALONG BARTH ROAD FOR 0.1 MI (0.2
 DP2789'KM) TO THE JUNCTION WITH SOUTH ISLAND LAKE ROAD.  TURN LEFT ON SOUTH
 DP2789'ISLAND LAKE ROAD AND GO SOUTH THEN WESTERLY FOR 6.4 MI (10.3 KM) TO
 DP2789'THE JUNCTION WITH ISLAND LAKE ROAD.  TURN RIGHT AND GO NORTH ALONG
 DP2789'ISLAND LAKE ROAD FOR 1.6 MI (2.6 KM) TO THE STATION ON THE LEFT.
 DP2789'
 DP2789'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2789'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2789'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, ABOUT LEVEL WITH THE
 DP2789'ROAD SURFACE.  THE STATION IS 36 M (118.1 FT) WEST OF THE CENTERLINE
 DP2789'OF ISLAND LAKE ROAD, 1 MI (1.6 KM) SOUTH OF CAMP SEVEN ROAD, 200 M
 DP2789'(656.2 FT) NORTH OF THE EXTENDED CENTER OF A TRAIL ENTRANCE, AND
 DP2789'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD
 DP2789'POSTS.
 DP2789'
 DP2789'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DP2789'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH AND SOUTHEAST
 DP2789'EXTENDING TO 30 DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0401 ***********************************************************************
 PM0401  DESIGNATION -  CARLSVILLE
 PM0401  PID         -  PM0401
 PM0401  STATE/COUNTY-  WI/DOOR
 PM0401  COUNTRY     -  US
 PM0401  USGS QUAD   -  INSTITUTE (2018)
 PM0401
 PM0401                         *CURRENT SURVEY CONTROL
 PM0401  ______________________________________________________________________
 PM0401* NAD 83(1991) POSITION- 44 57 05.35227(N) 087 18 44.83466(W)   ADJUSTED
 PM0401* NAVD 88 ORTHO HEIGHT -   252.    (meters)      827.    (feet) SCALED
 PM0401  ______________________________________________________________________
 PM0401  GEOID HEIGHT    -        -36.908 (meters)                     GEOID18
 PM0401  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 PM0401  HORZ ORDER      -  THIRD
 PM0401
 PM0401.The horizontal coordinates were established by classical geodetic methods
 PM0401.and adjusted by the National Geodetic Survey in November 1991.
 PM0401
 PM0401.The orthometric height was scaled from a topographic map.
 PM0401
 PM0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0401.GEOID18 height accuracy estimate available here.
 PM0401
 PM0401.Click photographs - Photos may exist for this station.
 PM0401
 PM0401.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0401
 PM0401. The following values were computed from the NAD 83(1991) position.
 PM0401
 PM0401;                    North         East     Units Scale Factor Converg.
 PM0401;SPC WI C     -   127,757.128   812,032.128   MT  0.99994157   +1 53 46.6
 PM0401;SPC WI C     -   419,149.84  2,664,142.07   sFT  0.99994157   +1 53 46.6
 PM0401;UTM  16      - 4,977,608.696   475,353.067   MT  0.99960747   -0 13 14.7
 PM0401
 PM0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0401!SPC WI C     -   0.99996628  x   0.99994157  =   0.99990785
 PM0401!UTM  16      -   0.99996628  x   0.99960747  =   0.99957376
 PM0401
 PM0401:                Primary Azimuth Mark                     Grid Az
 PM0401:SPC WI C     -  CARLSVILLE AZ MK                         085 06 14.1
 PM0401:UTM  16      -  CARLSVILLE AZ MK                         087 13 15.4
 PM0401
 PM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7535377608(NAD 83)
 PM0401
 PM0401|---------------------------------------------------------------------|
 PM0401| PID    Reference Object                     Distance      Geod. Az  |
 PM0401|                                                           dddmmss.s |
 PM0401| CJ4392 CARLSVILLE AZ MK                                   0870000.7 |
 PM0401| CJ4393 CARLSVILLE RM 1                       6.856 METERS 17252     |
 PM0401| CJ4394 CARLSVILLE RM 2                      14.792 METERS 26958     |
 PM0401|---------------------------------------------------------------------|
 PM0401
 PM0401                          SUPERSEDED SURVEY CONTROL
 PM0401
 PM0401  NAD 83(1986)-  44 57 05.34876(N)    087 18 44.82670(W) AD(       ) 3
 PM0401  NAD 27      -  44 57 05.36700(N)    087 18 44.45700(W) AD(       ) 3
 PM0401
 PM0401.Superseded values are not recommended for survey control.
 PM0401
 PM0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0401.See file dsdata.pdf to determine how the superseded data were derived.
 PM0401
 PM0401_MARKER: DS = TRIANGULATION STATION DISK
 PM0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0401_STAMPING: CARLSVILLE 1953
 PM0401_MARK LOGO: CGS
 PM0401_PROJECTION: FLUSH
 PM0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0401+STABILITY: SURFACE MOTION
 PM0401
 PM0401  HISTORY     - Date     Condition        Report By
 PM0401  HISTORY     - 1953     MONUMENTED       CGS
 PM0401  HISTORY     - 1989     GOOD             USPSQD
 PM0401  HISTORY     - 20010331 GOOD             NGS
 PM0401
 PM0401                          STATION DESCRIPTION
 PM0401
 PM0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0401'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF STURGEON BAY AND 1-1/4
 PM0401'MILES EAST OF CARLSVILLE ON THE SOUTH SIDE OF COUNTY HIGHWAY I ON
 PM0401'THE HIGHWAY RIGHT-OF-WAY IN FRONT OF THE PROPERTY OF MR. ALFRED W.
 PM0401'SCHOPF. IT IS 32 FEET SOUTH OF THE CENTER OF COUNTY HIGHWAY I, 25
 PM0401'FEET EAST OF THE CENTER OF A GRAVEL DRIVE, 5 FEET EAST OF AN 8-INCH
 PM0401'DECIDOUS TREE, 6 FEET WEST OF A 16-INCH DECIDUOUS TREE AND 5
 PM0401'FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 PM0401'DISK IS STAMPED CARLSVILLE 1953.
 PM0401'
 PM0401'REFERENCE MARK NO. 1 IS ON A LAWN IN THE CENTER OF A HORSESHOE
 PM0401'DRIVEWAY, 69 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 PM0401'GREYISH-WHITE WOODEN HOUSE, 34 FEET WEST OF THE CENTER OF ONE GRAVEL
 PM0401'DRIVEWAY AND 21 FEET EAST OF THE CENTER OF THE OTHER GRAVEL
 PM0401'DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED CARLSVILLE NO 1
 PM0401'1953.
 PM0401'
 PM0401'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE CENTER OF COUNTY HIGHWAY
 PM0401'I, 22 FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY, AND 2 FEET EAST
 PM0401'OF A 14-INCH DECIDUOUS TREE.  THE MARK IS FLUSH AND THE DISK IS
 PM0401'STAMPED CARLSVILLE NO 2 1953.
 PM0401'
 PM0401'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION ON THE NORTH SIDE OF
 PM0401'COUNTY HIGHWAY I.  IT IS 32 FEET NORTH OF THE CENTER OF COUNTY
 PM0401'HIGHWAY I, 3 FEET WEST OF A WHITE WITNESS POST, 2 FEET NORTH OF A
 PM0401'TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 PM0401'PROJECTS 4 INCHES AND THE DISK IS STAMPED CARLSVILLE 1953.
 PM0401'
 PM0401'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 57 AND
 PM0401'COUNTY HIGHWAY I IN CARLSVILLE, GO EAST ON COUNTY HIGHWAY I FOR 1.2
 PM0401'MILES TO A GROUP OF FARM BUILDINGS AT THE TOP OF A RISE AND THE
 PM0401'STATION ON THE RIGHT AS DESCRIBED.
 PM0401'
 PM0401'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY HIGHWAY
 PM0401'I FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PM0401'
 PM0401'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PM0401
 PM0401                          STATION RECOVERY (1989)
 PM0401
 PM0401'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0401'RECOVERED IN GOOD CONDITION.
 PM0401
 PM0401                          STATION RECOVERY (2001)
 PM0401
 PM0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0401'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2561 ***********************************************************************
 DL2561  DESIGNATION -  CARLSVILLE GPS
 DL2561  PID         -  DL2561
 DL2561  STATE/COUNTY-  WI/DOOR
 DL2561  COUNTRY     -  US
 DL2561  USGS QUAD   -  INSTITUTE (2018)
 DL2561
 DL2561                         *CURRENT SURVEY CONTROL
 DL2561  ______________________________________________________________________
 DL2561* NAD 83(2011) POSITION- 44 57 04.92782(N) 087 19 28.42139(W)   ADJUSTED
 DL2561* NAD 83(2011) ELLIP HT-   191.614 (meters)        (04/14/17)   ADJUSTED
 DL2561* NAD 83(2011) EPOCH   -  2010.00
 DL2561* NAVD 88 ORTHO HEIGHT -   228.517 (meters)      749.73  (feet) ADJUSTED
 DL2561  ______________________________________________________________________
 DL2561  GEOID HEIGHT    -        -36.908 (meters)                     GEOID18
 DL2561  NAD 83(2011) X  -    211,057.842 (meters)                     COMP
 DL2561  NAD 83(2011) Y  - -4,516,617.792 (meters)                     COMP
 DL2561  NAD 83(2011) Z  -  4,483,660.645 (meters)                     COMP
 DL2561  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 DL2561  DYNAMIC HEIGHT  -        228.496 (meters)      749.66  (feet) COMP
 DL2561  MODELED GRAVITY -    980,522.8   (mgal)                       NAVD 88
 DL2561
 DL2561  VERT ORDER      -  SECOND    CLASS I
 DL2561
 DL2561  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2561  Standards:
 DL2561         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2561            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2561  -------------------------------------------------------------------
 DL2561  NETWORK    0.65   1.02           0.29   0.24   0.52     -0.00578110
 DL2561  -------------------------------------------------------------------
 DL2561  Click here for local accuracies and other accuracy information.
 DL2561
 DL2561.The horizontal coordinates were established by GPS observations
 DL2561.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2561
 DL2561.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2561.been affixed to the stable North American tectonic plate. See 
 DL2561.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2561
 DL2561.The horizontal coordinates are valid at the epoch date displayed above
 DL2561.which is a decimal equivalence of Year/Month/Day.
 DL2561
 DL2561.The orthometric height was determined by differential leveling and
 DL2561.adjusted by the WI DEPT OF TRANSP
 DL2561.in May 2012.
 DL2561
 DL2561.No vertical observational check was made to the station.
 DL2561
 DL2561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2561.GEOID18 height accuracy estimate available here.
 DL2561
 DL2561.Click photographs - Photos may exist for this station.
 DL2561
 DL2561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2561
 DL2561.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2561
 DL2561.The ellipsoidal height was determined by GPS observations
 DL2561.and is referenced to NAD 83.
 DL2561
 DL2561.The dynamic height is computed by dividing the NAVD 88
 DL2561.geopotential number by the normal gravity value computed on the
 DL2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2561.degrees latitude (g = 980.6199 gals.).
 DL2561
 DL2561.The modeled gravity was interpolated from observed gravity values.
 DL2561
 DL2561. The following values were computed from the NAD 83(2011) position.
 DL2561
 DL2561;                    North         East     Units Scale Factor Converg.
 DL2561;SPC WI C     -   127,712.491   811,077.699   MT  0.99994156   +1 53 15.8
 DL2561;SPC WI C     -   419,003.40  2,661,010.75   sFT  0.99994156   +1 53 15.8
 DL2561;UTM  16      - 4,977,599.349   474,397.959   MT  0.99960806   -0 13 45.5
 DL2561
 DL2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2561!SPC WI C     -   0.99996996  x   0.99994156  =   0.99991152
 DL2561!UTM  16      -   0.99996996  x   0.99960806  =   0.99957803
 DL2561
 DL2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7439777599(NAD 83)
 DL2561
 DL2561                          SUPERSEDED SURVEY CONTROL
 DL2561
 DL2561  NAD 83(2007)-  44 57 04.92764(N)    087 19 28.42217(W) AD(2002.00) 1
 DL2561  ELLIP H (04/03/12)  191.632  (m)                       GP(2002.00) 4 1
 DL2561
 DL2561.Superseded values are not recommended for survey control.
 DL2561
 DL2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2561.See file dsdata.pdf to determine how the superseded data were derived.
 DL2561
 DL2561_MARKER: F = FLANGE-ENCASED ROD
 DL2561_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL2561+WITH SETTING: INFORMATION.
 DL2561_STAMPING: CARLSVILLE GPS 1996
 DL2561_MARK LOGO: WI-029
 DL2561_PROJECTION: RECESSED 12 CENTIMETERS
 DL2561_MAGNETIC: I = MARKER IS A STEEL ROD
 DL2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2561+STABILITY: SURFACE MOTION
 DL2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2561+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2019
 DL2561
 DL2561  HISTORY     - Date     Condition        Report By
 DL2561  HISTORY     - 1996     MONUMENTED       WI-029
 DL2561  HISTORY     - 20081016 GOOD             WIDT
 DL2561  HISTORY     - 20150420 GOOD             WIDT
 DL2561  HISTORY     - 20190820 GOOD             WIDT
 DL2561
 DL2561                          STATION DESCRIPTION
 DL2561
 DL2561'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2561'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DL2561'HIGHWAY I EAST AND WEST CARLSVILLE ROAD WEST IN THE COMMUNITY OF
 DL2561'CARLSVILLE, GO EAST ON COUNTY HIGHWAY I FOR 0.60 MILE TO THE STATION
 DL2561'ON THE RIGHT.  THE STATION IS A CENTER PUNCH IN THE TOP CENTER OF A
 DL2561'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 5-INCH (13 CM) PVC
 DL2561'PIPE WITH ACCESS THROUGH A 13 CM (5 INCHES) DIAMETER LOGO CAP,
 DL2561'RECESSED 12 CM (5 INCHES) BELOW THE GROUND SURFACE, AND APPROXIMATELY
 DL2561'2 M (6.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE ALUMINUM LOGO FLANGE IS
 DL2561'STAMPED --CARLSVILLE GPS 1996--.  THE STATION IS 12.1 M (39.7 FT)
 DL2561'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY I, 0.10 MILE WEST OF PRIVATE
 DL2561'ENTRANCE --5294--, 0.09 MILE EAST OF PRIVATE ENTRANCE --5353--, 33.3 M
 DL2561'(109.3 FT) SOUTHEAST OF POWER POLE --2926 27R2--, AND 1.0 M (3.3 FT)
 DL2561'SOUTH, 1.0 M (3.3 FT) NORTHWEST, AND 1.0 M (3.3 FT) NORTHEAST OF THREE
 DL2561'ORANGE 4X4 PLASTIC GUARD POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DL2561'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DL2561
 DL2561                          STATION RECOVERY (2015)
 DL2561
 DL2561'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2561'RECOVERED AS DESCRIBED.
 DL2561
 DL2561                          STATION RECOVERY (2019)
 DL2561
 DL2561'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DL2561'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ5001 ***********************************************************************
 DQ5001  DESIGNATION -  CARLTON E GPS
 DQ5001  PID         -  DQ5001
 DQ5001  STATE/COUNTY-  WI/KEWAUNEE
 DQ5001  COUNTRY     -  US
 DQ5001  USGS QUAD   -  TWO CREEKS (2018)
 DQ5001
 DQ5001                         *CURRENT SURVEY CONTROL
 DQ5001  ______________________________________________________________________
 DQ5001* NAD 83(2011) POSITION- 44 21 35.99244(N) 087 32 32.45105(W)   ADJUSTED
 DQ5001* NAD 83(2011) ELLIP HT-   168.672 (meters)        (04/14/17)   ADJUSTED
 DQ5001* NAD 83(2011) EPOCH   -  2010.00
 DQ5001* NAVD 88 ORTHO HEIGHT -   204.953 (meters)      672.42  (feet) ADJUSTED
 DQ5001  ______________________________________________________________________
 DQ5001  GEOID HEIGHT    -        -36.262 (meters)                     GEOID18
 DQ5001  NAD 83(2011) X  -    195,868.263 (meters)                     COMP
 DQ5001  NAD 83(2011) Y  - -4,563,517.956 (meters)                     COMP
 DQ5001  NAD 83(2011) Z  -  4,436,896.683 (meters)                     COMP
 DQ5001  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 DQ5001  DYNAMIC HEIGHT  -        204.927 (meters)      672.33  (feet) COMP
 DQ5001  MODELED GRAVITY -    980,488.1   (mgal)                       NAVD 88
 DQ5001
 DQ5001  VERT ORDER      -  SECOND    CLASS I
 DQ5001
 DQ5001  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5001  Standards:
 DQ5001         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5001            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5001  -------------------------------------------------------------------
 DQ5001  NETWORK    0.65   0.76           0.29   0.23   0.39      0.12665316
 DQ5001  -------------------------------------------------------------------
 DQ5001  Click here for local accuracies and other accuracy information.
 DQ5001
 DQ5001.The horizontal coordinates were established by GPS observations
 DQ5001.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ5001
 DQ5001.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5001.been affixed to the stable North American tectonic plate. See 
 DQ5001.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5001
 DQ5001.The horizontal coordinates are valid at the epoch date displayed above
 DQ5001.which is a decimal equivalence of Year/Month/Day.
 DQ5001
 DQ5001.The orthometric height was determined by differential leveling and
 DQ5001.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5001.in October 2019.
 DQ5001
 DQ5001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5001.GEOID18 height accuracy estimate available here.
 DQ5001
 DQ5001.Click photographs - Photos may exist for this station.
 DQ5001
 DQ5001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5001
 DQ5001.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5001
 DQ5001.The ellipsoidal height was determined by GPS observations
 DQ5001.and is referenced to NAD 83.
 DQ5001
 DQ5001.The dynamic height is computed by dividing the NAVD 88
 DQ5001.geopotential number by the normal gravity value computed on the
 DQ5001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5001.degrees latitude (g = 980.6199 gals.).
 DQ5001
 DQ5001.The modeled gravity was interpolated from observed gravity values.
 DQ5001
 DQ5001. The following values were computed from the NAD 83(2011) position.
 DQ5001
 DQ5001;                    North         East     Units Scale Factor Converg.
 DQ5001;SPC WI C     -    61,486.514   795,889.540   MT  0.99998102   +1 44 02.6
 DQ5001;SPC WI C     -   201,727.00  2,611,180.93   sFT  0.99998102   +1 44 02.6
 DQ5001;UTM  16      - 4,912,001.294   456,781.531   MT  0.99962297   -0 22 45.1
 DQ5001
 DQ5001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5001!SPC WI C     -   0.99997355  x   0.99998102  =   0.99995457
 DQ5001!UTM  16      -   0.99997355  x   0.99962297  =   0.99959653
 DQ5001
 DQ5001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5678112001(NAD 83)
 DQ5001
 DQ5001                          SUPERSEDED SURVEY CONTROL
 DQ5001
 DQ5001.No superseded survey control is available for this station.
 DQ5001
 DQ5001_MARKER: DD = SURVEY DISK
 DQ5001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5001_STAMPING: CARLTON E GPS 2014
 DQ5001_MARK LOGO: WIDT
 DQ5001_PROJECTION: FLUSH
 DQ5001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5001+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2019
 DQ5001
 DQ5001  HISTORY     - Date     Condition        Report By
 DQ5001  HISTORY     - 2014     MONUMENTED       WIDT
 DQ5001  HISTORY     - 20150420 GOOD             WIDT
 DQ5001  HISTORY     - 20190723 GOOD             WIDT
 DQ5001
 DQ5001                          STATION DESCRIPTION
 DQ5001
 DQ5001'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ5001'THE STATION IS APPROXIMATELY 14.0 MI (22.5 KM) EAST OF DENMARK, 9.7 MI
 DQ5001'(15.6 KM) NORTHEAST OF MISHICOT, AND 7.0 MI (11.3 KM) SOUTH-SOUTHEAST
 DQ5001'OF KEWAUNEE.
 DQ5001'
 DQ5001'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY
 DQ5001'HIGHWAY G WEST AND LAKESHORE ROAD EAST ABOUT 6 MI (9.7 KM) SOUTH OF
 DQ5001'THE CITY OF KEWAUNEE, GO SOUTH ON STATE HIGHWAY 42 FOR 0.7 MI (1.1 KM)
 DQ5001'TO THE STATION ON THE LEFT.
 DQ5001'
 DQ5001'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ5001'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ5001'INCHES) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE ROAD GRADE.  THE
 DQ5001'STATION IS 13.4 M (44.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 DQ5001'42, 6.7 M (22.0 FT) WEST-SOUTHWEST OF A TELEPHONE PEDESTAL -L911-012-,
 DQ5001'2.6 M (8.5 FT) SOUTHWEST OF A YELLOW PLASTIC RIGHT-OF-WAY POST, 2.4 M
 DQ5001'(7.9 FT) SOUTHEAST OF A YELLOW PLASTIC RIGHT-OF-WAY POST, AND LOCATED
 DQ5001'IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD
 DQ5001'POSTS.
 DQ5001'
 DQ5001'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DQ5001'DEGREES ABOVE THE HORIZON.
 DQ5001
 DQ5001                          STATION RECOVERY (2019)
 DQ5001
 DQ5001'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DQ5001'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4482 ***********************************************************************
 DJ4482  DESIGNATION -  CARNEY PT GPS
 DJ4482  PID         -  DJ4482
 DJ4482  STATE/COUNTY-  WI/JACKSON
 DJ4482  COUNTRY     -  US
 DJ4482  USGS QUAD   -  WARRENS EAST (2018)
 DJ4482
 DJ4482                         *CURRENT SURVEY CONTROL
 DJ4482  ______________________________________________________________________
 DJ4482* NAD 83(2011) POSITION- 44 12 42.02641(N) 090 29 58.64203(W)   ADJUSTED
 DJ4482* NAD 83(2011) ELLIP HT-   303.657 (meters)        (06/27/12)   ADJUSTED
 DJ4482* NAD 83(2011) EPOCH   -  2010.00
 DJ4482* NAVD 88 ORTHO HEIGHT -   337.631 (meters)     1107.71  (feet) ADJUSTED
 DJ4482  ______________________________________________________________________
 DJ4482  GEOID HEIGHT    -        -33.973 (meters)                     GEOID18
 DJ4482  NAD 83(2011) X  -    -39,931.490 (meters)                     COMP
 DJ4482  NAD 83(2011) Y  - -4,579,150.316 (meters)                     COMP
 DJ4482  NAD 83(2011) Z  -  4,425,192.016 (meters)                     COMP
 DJ4482  LAPLACE CORR    -         -6.06  (seconds)                    DEFLEC18
 DJ4482  DYNAMIC HEIGHT  -        337.565 (meters)     1107.49  (feet) COMP
 DJ4482  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 DJ4482
 DJ4482  VERT ORDER      -  SECOND    CLASS I
 DJ4482
 DJ4482  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4482  Standards:
 DJ4482         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4482            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4482  -------------------------------------------------------------------
 DJ4482  NETWORK    0.34   0.31           0.15   0.12   0.16      0.13526858
 DJ4482  -------------------------------------------------------------------
 DJ4482  Click here for local accuracies and other accuracy information.
 DJ4482
 DJ4482.The horizontal coordinates were established by GPS observations
 DJ4482.and adjusted by the National Geodetic Survey in June 2012.
 DJ4482
 DJ4482.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4482.been affixed to the stable North American tectonic plate. See 
 DJ4482.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4482
 DJ4482.The horizontal coordinates are valid at the epoch date displayed above
 DJ4482.which is a decimal equivalence of Year/Month/Day.
 DJ4482
 DJ4482.The orthometric height was determined by differential leveling and
 DJ4482.adjusted by the WI DEPT OF TRANSP
 DJ4482.in May 2012.
 DJ4482
 DJ4482.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4482.GEOID18 height accuracy estimate available here.
 DJ4482
 DJ4482.Click photographs - Photos may exist for this station.
 DJ4482
 DJ4482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4482
 DJ4482.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4482
 DJ4482.The ellipsoidal height was determined by GPS observations
 DJ4482.and is referenced to NAD 83.
 DJ4482
 DJ4482.The dynamic height is computed by dividing the NAVD 88
 DJ4482.geopotential number by the normal gravity value computed on the
 DJ4482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4482.degrees latitude (g = 980.6199 gals.).
 DJ4482
 DJ4482.The modeled gravity was interpolated from observed gravity values.
 DJ4482
 DJ4482. The following values were computed from the NAD 83(2011) position.
 DJ4482
 DJ4482;                    North         East     Units Scale Factor Converg.
 DJ4482;SPC WI C     -    42,163.495   560,069.856   MT  1.00000747   -0 21 09.1
 DJ4482;SPC WI C     -   138,331.40  1,837,495.85   sFT  1.00000747   -0 21 09.1
 DJ4482;UTM  15      - 4,898,423.726   699,753.279   MT  1.00009075   +1 44 38.8
 DJ4482
 DJ4482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4482!SPC WI C     -   0.99995239  x   1.00000747  =   0.99995986
 DJ4482!UTM  15      -   0.99995239  x   1.00009075  =   1.00004313
 DJ4482
 DJ4482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9975398423(NAD 83)
 DJ4482
 DJ4482                          SUPERSEDED SURVEY CONTROL
 DJ4482
 DJ4482  NAD 83(2007)-  44 12 42.02647(N)    090 29 58.64285(W) AD(2002.00) 1
 DJ4482  ELLIP H (07/29/08)  303.687  (m)                       GP(2002.00) 3 1
 DJ4482  NAVD 88             337.62   (m)         1107.7    (f) LEVELING    3  
 DJ4482  NAVD 88 (07/08/08)  337.618  (m)         1107.67   (f) SUPERSEDED  2 1
 DJ4482
 DJ4482.Superseded values are not recommended for survey control.
 DJ4482
 DJ4482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4482.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4482
 DJ4482_MARKER: DD = SURVEY DISK
 DJ4482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4482_STAMPING: CARNEY PT GPS 1993 JTE
 DJ4482_MARK LOGO: WI-053
 DJ4482_PROJECTION: FLUSH
 DJ4482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4482+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2006
 DJ4482
 DJ4482  HISTORY     - Date     Condition        Report By
 DJ4482  HISTORY     - 1993     MONUMENTED       WI-053
 DJ4482  HISTORY     - 20061023 GOOD             WIDT
 DJ4482
 DJ4482                          STATION DESCRIPTION
 DJ4482
 DJ4482'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4482'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY O WITH COUNTY
 DJ4482'HIGHWAY HH ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF WARRENS, GO
 DJ4482'NORTHERLY ON COUNTY HIGHWAY O FOR 2.75 MI (4.4 KM) TO A LEFT CURVE IN
 DJ4482'THE HIGHWAY AND MCKENNA ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON
 DJ4482'MCKENNA ROAD FOR 0.25 MI (0.4 KM) TO THE STATION ON THE LEFT.  THE
 DJ4482'STATION IS A BRONZE JACKSON COUNTY SURVEY MONUMENT DISK SET IN THE TOP
 DJ4482'OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4482'RIGHT-OF-WAY ABOUT 2 M (6.6 FT) ABOVE THE ROAD PAVEMENT.  THE STATION
 DJ4482'IS 16.4 M (53.8 FT) NORTH OF THE CENTERLINE OF MCKENNA ROAD, 16.2 M
 DJ4482'(53.1 FT) NORTHEAST OF A WOOD POST FOR A --SCHOOL BUS STOP AHEAD--
 DJ4482'SIGN, 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST, 0.9 M
 DJ4482'(3.0 FT) SOUTHEAST OF A GRAY PLASTIC WITNESS POST, AND 0.8 M (2.6 FT)
 DJ4482'NORTH OF A METAL WITNESS POST WITH A YELLOW PLAQUE.  ---NOTE---THIS
 DJ4482'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4482'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1004 ***********************************************************************
 PN1004  DESIGNATION -  CAROLINE
 PN1004  PID         -  PN1004
 PN1004  STATE/COUNTY-  WI/SHAWANO
 PN1004  COUNTRY     -  US
 PN1004  USGS QUAD   -  MARION (2018)
 PN1004
 PN1004                         *CURRENT SURVEY CONTROL
 PN1004  ______________________________________________________________________
 PN1004* NAD 83(1991) POSITION- 44 41 59.40924(N) 088 53 00.68139(W)   ADJUSTED
 PN1004* NAVD 88 ORTHO HEIGHT -   355.    (meters)     1165.    (feet) SCALED
 PN1004  ______________________________________________________________________
 PN1004  GEOID HEIGHT    -        -36.290 (meters)                     GEOID18
 PN1004  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 PN1004  HORZ ORDER      -  FIRST
 PN1004
 PN1004.The horizontal coordinates were established by classical geodetic methods
 PN1004.and adjusted by the National Geodetic Survey in November 1991.
 PN1004
 PN1004.The orthometric height was scaled from a topographic map.
 PN1004
 PN1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1004.GEOID18 height accuracy estimate available here.
 PN1004
 PN1004.Click photographs - Photos may exist for this station.
 PN1004
 PN1004.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1004
 PN1004. The following values were computed from the NAD 83(1991) position.
 PN1004
 PN1004;                    North         East     Units Scale Factor Converg.
 PN1004;SPC WI C     -    96,892.438   688,481.504   MT  0.99994542   +0 47 15.9
 PN1004;SPC WI C     -   317,887.94  2,258,793.07   sFT  0.99994542   +0 47 15.9
 PN1004;UTM  16      - 4,951,332.425   350,776.240   MT  0.99987383   -1 19 30.4
 PN1004
 PN1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1004!SPC WI C     -   0.99995004  x   0.99994542  =   0.99989546
 PN1004!UTM  16      -   0.99995004  x   0.99987383  =   0.99982387
 PN1004
 PN1004:                Primary Azimuth Mark                     Grid Az
 PN1004:SPC WI C     -  CAROLINE AZ MK                           288 53 45.8
 PN1004:UTM  16      -  CAROLINE AZ MK                           291 00 32.1
 PN1004
 PN1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5077651332(NAD 83)
 PN1004
 PN1004|---------------------------------------------------------------------|
 PN1004| PID    Reference Object                     Distance      Geod. Az  |
 PN1004|                                                           dddmmss.s |
 PN1004| CJ4396 CAROLINE RM 1                        25.075 METERS 07324     |
 PN1004| PN1005 MARION MUNICIPAL TANK               APPROX. 3.9 KM 1875236.4 |
 PN1004| CJ4397 CAROLINE RM 2                        20.623 METERS 21550     |
 PN1004| PN1018 TIGERTON MUNICIPAL TANK             APPROX.15.5 KM 2864342.7 |
 PN1004| CJ4395 CAROLINE AZ MK                                     2894101.7 |
 PN1004|---------------------------------------------------------------------|
 PN1004
 PN1004                          SUPERSEDED SURVEY CONTROL
 PN1004
 PN1004  NAD 83(1986)-  44 41 59.40797(N)    088 53 00.68673(W) AD(       ) 1
 PN1004  NAD 27      -  44 41 59.48800(N)    088 53 00.30800(W) AD(       ) 1
 PN1004
 PN1004.Superseded values are not recommended for survey control.
 PN1004
 PN1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1004.See file dsdata.pdf to determine how the superseded data were derived.
 PN1004
 PN1004_MARKER: DS = TRIANGULATION STATION DISK
 PN1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1004_STAMPING: CAROLINE 1954
 PN1004_MARK LOGO: CGS
 PN1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1004+STABILITY: SURFACE MOTION
 PN1004
 PN1004  HISTORY     - Date     Condition        Report By
 PN1004  HISTORY     - 1954     MONUMENTED       CGS
 PN1004  HISTORY     - 1969     GOOD             USGS
 PN1004  HISTORY     - 20030510 MARK NOT FOUND   GEOCAC
 PN1004
 PN1004                          STATION DESCRIPTION
 PN1004
 PN1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1004'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF TIGERTON
 PN1004'AND 2 MILES NORTH OF MARION ON A TIMBERED RIDGE EXTENDING
 PN1004'EAST AND WEST.  IT IS 12 FEET NORTHEAST OF AN EIGHT INCH
 PN1004'TRIANGLE BLAZED MAPLE, 11 FEET WEST-NORTHWEST OF ANOTHER
 PN1004'EIGHT INCH TRIANGLE BLAZED MAPLE AND 5 FEET EAST OF A WHITE
 PN1004'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 PN1004'DISK IS STAMPED CAROLINE 1954.
 PN1004'
 PN1004'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES AND THE DISK
 PN1004'IS STAMPED CAROLINE NO 1 1954.
 PN1004'
 PN1004'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES AND THE DISK
 PN1004'IS STAMPED CAROLINE NO 2 1954.
 PN1004'
 PN1004'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTER OF A GRAVEL
 PN1004'ROAD, 4.5 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET WEST
 PN1004'OF A FENCE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 PN1004'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CAROLINE 1954.
 PN1004'
 PN1004'TO REACH THE STATION FROM MARION, FROM THE POST OFFICE, GO
 PN1004'NORTH ON COUNTY ROUTE G FOR 0.75 MILE TO JUNCTION WITH U.S.
 PN1004'HIGHWAY 45, TURN LEFT ON U.S. HIGHWAY 45 AND COUNTY ROUTE
 PN1004'G FOR 0.3 MILE TO WHERE COUNTY ROUTE G TURNS NORTH, TURN
 PN1004'RIGHT AND GO NORTH ON COUNTY ROUTE G FOR 3.4 MILES TO THE
 PN1004'AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.25 MILE TO COUNTY
 PN1004'ROUTE GG ON LEFT, FOLLOW COUNTY ROUTE G TO THE RIGHT AND GO
 PN1004'EAST FOR 0.2 MILE TO WHERE COUNTY ROUTE G TURNS NORTH, HERE
 PN1004'CONTINUE EAST ON A GRAVEL FARM ROAD FOR 0.1 MILE TO A DIRT
 PN1004'FARM LANE RIGHT, TURN RIGHT AND GO SOUTH FOR 0.15 TO TWO
 PN1004'RED FARM BUILDINGS, PASS BETWEEN THE TWO RED BUILDINGS
 PN1004'AND CONTINUE SOUTH FOR 0.1 MILE THEN EAST FOR 0.1 MILE TO
 PN1004'A WIRE GATE, PASS THROUGH GATE, TURN RIGHT AND GO SOUTH
 PN1004'FOR 0.25 MILE ALONG WEST SIDE OF A CULTIVATED FIELD TO
 PN1004'A WOODED AREA, TURN LEFT AND GO EAST ALONG NORTH SIDE OF
 PN1004'WOODS FOR 0.1 MILE TO A DIM TRACK ROAD RIGHT LEADING
 PN1004'SOUTH UP HILL THROUGH WOODS, TURN RIGHT AND GO
 PN1004'SOUTHWESTERLY ON WOODS ROAD FOR 0.25 MILE TO THE STATION
 PN1004'ON HIGHEST GROUND.
 PN1004'
 PN1004'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 PN1004
 PN1004                          STATION RECOVERY (1969)
 PN1004
 PN1004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 PN1004'STATION MARK AND ALL SURFACE MARKS FOUND IN GOOD CONDITION
 PN1004'AS DESCRIBED.
 PN1004'
 PN1004'ORIGINAL DESCRIPTION IS ADEQUATE FOR LOCATION.
 PN1004'
 PN1004'LINE CLEARED TO AND AZIMUTH MARK IS NOW VISIBLE FROM GROUND.
 PN1004
 PN1004                          STATION RECOVERY (2003)
 PN1004
 PN1004'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 PN1004'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4689 ***********************************************************************
 DJ4689  DESIGNATION -  CAROLINE GPS
 DJ4689  PID         -  DJ4689
 DJ4689  STATE/COUNTY-  WI/SHAWANO
 DJ4689  COUNTRY     -  US
 DJ4689  USGS QUAD   -  MARION (2018)
 DJ4689
 DJ4689                         *CURRENT SURVEY CONTROL
 DJ4689  ______________________________________________________________________
 DJ4689* NAD 83(2011) POSITION- 44 42 20.11575(N) 088 57 59.79325(W)   ADJUSTED
 DJ4689* NAD 83(2011) ELLIP HT-   255.719 (meters)        (06/27/12)   ADJUSTED
 DJ4689* NAD 83(2011) EPOCH   -  2010.00
 DJ4689* NAVD 88 ORTHO HEIGHT -   291.969 (meters)      957.90  (feet) ADJUSTED
 DJ4689  ______________________________________________________________________
 DJ4689  GEOID HEIGHT    -        -36.251 (meters)                     GEOID18
 DJ4689  NAD 83(2011) X  -     81,894.618 (meters)                     COMP
 DJ4689  NAD 83(2011) Y  - -4,540,109.455 (meters)                     COMP
 DJ4689  NAD 83(2011) Z  -  4,464,334.044 (meters)                     COMP
 DJ4689  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 DJ4689  DYNAMIC HEIGHT  -        291.922 (meters)      957.75  (feet) COMP
 DJ4689  MODELED GRAVITY -    980,451.6   (mgal)                       NAVD 88
 DJ4689
 DJ4689  VERT ORDER      -  SECOND    CLASS I
 DJ4689
 DJ4689  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4689  Standards:
 DJ4689         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4689            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4689  -------------------------------------------------------------------
 DJ4689  NETWORK    0.36   0.33           0.16   0.13   0.17     -0.03877381
 DJ4689  -------------------------------------------------------------------
 DJ4689  Click here for local accuracies and other accuracy information.
 DJ4689
 DJ4689.The horizontal coordinates were established by GPS observations
 DJ4689.and adjusted by the National Geodetic Survey in June 2012.
 DJ4689
 DJ4689.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4689.been affixed to the stable North American tectonic plate. See 
 DJ4689.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4689
 DJ4689.The horizontal coordinates are valid at the epoch date displayed above
 DJ4689.which is a decimal equivalence of Year/Month/Day.
 DJ4689
 DJ4689.The orthometric height was determined by differential leveling and
 DJ4689.adjusted by the WI DEPT OF TRANSP
 DJ4689.in May 2012.
 DJ4689
 DJ4689.No vertical observational check was made to the station.
 DJ4689
 DJ4689.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4689.GEOID18 height accuracy estimate available here.
 DJ4689
 DJ4689.Click photographs - Photos may exist for this station.
 DJ4689
 DJ4689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4689
 DJ4689.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4689
 DJ4689.The ellipsoidal height was determined by GPS observations
 DJ4689.and is referenced to NAD 83.
 DJ4689
 DJ4689.The dynamic height is computed by dividing the NAVD 88
 DJ4689.geopotential number by the normal gravity value computed on the
 DJ4689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4689.degrees latitude (g = 980.6199 gals.).
 DJ4689
 DJ4689.The modeled gravity was interpolated from observed gravity values.
 DJ4689
 DJ4689. The following values were computed from the NAD 83(2011) position.
 DJ4689
 DJ4689;                    North         East     Units Scale Factor Converg.
 DJ4689;SPC WI C     -    97,444.362   681,889.075   MT  0.99994512   +0 43 44.9
 DJ4689;SPC WI C     -   319,698.71  2,237,164.41   sFT  0.99994512   +0 43 44.9
 DJ4689;UTM  16      - 4,952,126.977   344,209.031   MT  0.99989847   -1 23 01.4
 DJ4689
 DJ4689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4689!SPC WI C     -   0.99995991  x   0.99994512  =   0.99990503
 DJ4689!UTM  16      -   0.99995991  x   0.99989847  =   0.99985838
 DJ4689
 DJ4689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4420952126(NAD 83)
 DJ4689
 DJ4689                          SUPERSEDED SURVEY CONTROL
 DJ4689
 DJ4689  NAD 83(2007)-  44 42 20.11587(N)    088 57 59.79405(W) AD(2002.00) 1
 DJ4689  ELLIP H (07/29/08)  255.753  (m)                       GP(2002.00) 3 1
 DJ4689  NAVD 88             291.95   (m)          957.8    (f) LEVELING    3  
 DJ4689  NAVD 88 (07/08/08)  291.945  (m)          957.82   (f) SUPERSEDED  2 1
 DJ4689
 DJ4689.Superseded values are not recommended for survey control.
 DJ4689
 DJ4689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4689.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4689
 DJ4689_MARKER: DD = SURVEY DISK
 DJ4689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4689_STAMPING: CAROLINE GPS 1993
 DJ4689_MARK LOGO: WIDT
 DJ4689_PROJECTION: FLUSH
 DJ4689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4689+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2008
 DJ4689
 DJ4689  HISTORY     - Date     Condition        Report By
 DJ4689  HISTORY     - 1993     MONUMENTED       WI-115
 DJ4689  HISTORY     - 20070108 GOOD             WIDT
 DJ4689  HISTORY     - 20081119 GOOD             WIDT
 DJ4689
 DJ4689                          STATION DESCRIPTION
 DJ4689
 DJ4689'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DJ4689'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY
 DJ4689'HIGHWAY GG ABOUT 3 MI (4.8 KM) NORTHWEST OF THE CITY OF MARION, GO
 DJ4689'WEST ON US HIGHWAY 45 FOR 1.0 MI (1.6 KM) TO HUNTING ROAD ON THE LEFT,
 DJ4689'TURN LEFT AND GO SOUTH ON HUNTING ROAD FOR 0.2 MI (0.3 KM) TO THE
 DJ4689'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4689'TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DJ4689'40-CM (16 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4689'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.2 M
 DJ4689'(17.1 FT) WEST OF THE CENTERLINE OF HUNTING ROAD, 16.6 M (54.5 FT)
 DJ4689'WEST-NORTHWEST OF A POWER POLE --26-13-30 39/42--, 15.1 M (49.5 FT)
 DJ4689'NORTHWEST OF A WOOD POST FOR A --STOP AHEAD-- SIGN, AND 1.0 M (3.3 FT)
 DJ4689'NORTH AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4689'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DJ4689'ABOVE THE HORIZON.
 DJ4689
 DJ4689                          STATION RECOVERY (2008)
 DJ4689
 DJ4689'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DJ4689'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4688 ***********************************************************************
 DJ4688  DESIGNATION -  CAROLINE GPS AZ MK
 DJ4688  PID         -  DJ4688
 DJ4688  STATE/COUNTY-  WI/SHAWANO
 DJ4688  COUNTRY     -  US
 DJ4688  USGS QUAD   -  MARION (2018)
 DJ4688
 DJ4688                         *CURRENT SURVEY CONTROL
 DJ4688  ______________________________________________________________________
 DJ4688* NAD 83(1986) POSITION- 44 42 28.40   (N) 088 57 59.95   (W)   HD_HELD1
 DJ4688* NAVD 88 ORTHO HEIGHT -   292.835 (meters)      960.74  (feet) ADJUSTED
 DJ4688  ______________________________________________________________________
 DJ4688  GEOID HEIGHT    -        -36.248 (meters)                     GEOID18
 DJ4688  DYNAMIC HEIGHT  -        292.789 (meters)      960.59  (feet) COMP
 DJ4688  MODELED GRAVITY -    980,451.6   (mgal)                       NAVD 88
 DJ4688
 DJ4688  VERT ORDER      -  SECOND    CLASS I
 DJ4688
 DJ4688.The horizontal coordinates were determined by differentially corrected
 DJ4688.hand held GPS observations or other comparable positioning techniques
 DJ4688.and have an estimated accuracy of +/- 3 meters.
 DJ4688
 DJ4688.The orthometric height was determined by differential leveling and
 DJ4688.adjusted by the WI DEPT OF TRANSP
 DJ4688.in May 2012.
 DJ4688
 DJ4688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4688.GEOID18 height accuracy estimate available here.
 DJ4688
 DJ4688.Click photographs - Photos may exist for this station.
 DJ4688
 DJ4688.The dynamic height is computed by dividing the NAVD 88
 DJ4688.geopotential number by the normal gravity value computed on the
 DJ4688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4688.degrees latitude (g = 980.6199 gals.).
 DJ4688
 DJ4688.The modeled gravity was interpolated from observed gravity values.
 DJ4688
 DJ4688;                    North         East    Units  Estimated Accuracy
 DJ4688;SPC WI C     -    97,700.0     681,882.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4688
 DJ4688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4421152382(NAD 83)
 DJ4688
 DJ4688                          SUPERSEDED SURVEY CONTROL
 DJ4688
 DJ4688  NAVD 88 (07/08/08)  292.811  (m)          960.66   (f) SUPERSEDED  2 1
 DJ4688
 DJ4688.Superseded values are not recommended for survey control.
 DJ4688
 DJ4688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4688.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4688
 DJ4688_MARKER: DZ = AZIMUTH MARK DISK
 DJ4688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4688_STAMPING: CAROLINE GPS 1993
 DJ4688_MARK LOGO: WIDT
 DJ4688_PROJECTION: FLUSH
 DJ4688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4688+STABILITY: SURFACE MOTION
 DJ4688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4688+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DJ4688
 DJ4688  HISTORY     - Date     Condition        Report By
 DJ4688  HISTORY     - 1993     MONUMENTED       WI-115
 DJ4688  HISTORY     - 20051213 GOOD             WIDT
 DJ4688
 DJ4688                          STATION DESCRIPTION
 DJ4688
 DJ4688'DESCRIBED BY WI DEPT OF TRANSP 2005 (EPS)
 DJ4688'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY
 DJ4688'HIGHWAY GG ABOUT 3 MI (4.8 KM) NORTHWEST OF THE CITY OF MARION, GO
 DJ4688'WEST ON US HIGHWAY 45 FOR 1.0 MI (1.6 KM) TO HUNTING ROAD ON THE LEFT,
 DJ4688'TURN LEFT AND GO SOUTH ON HUNTING ROAD FOR 0.05 MI (0.1 KM) TO THE
 DJ4688'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4688'TRANSPORTATION GPS GEODETIC CONTROL AZIMUTH MARKER DISK SET IN THE TOP
 DJ4688'OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4688'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.9 M
 DJ4688'(19.4 FT) WEST OF THE CENTERLINE OF HUNTING ROAD, 36.2 M (118.8 FT)
 DJ4688'SOUTH OF A TELEPHONE PEDESTAL --L23 133--, 31.0 M (101.7 FT) SOUTHWEST
 DJ4688'OF A POWER POLE --26-13-30 39/50--, 26 M (85.3 FT) NORTHWEST OF THE
 DJ4688'EXTENDED CENTER OF A FIELD ENTRANCE, AND 2.1 M (6.9 FT) EAST OF A
 DJ4688'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS CURRENTLY NOT
 DJ4688'SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0226 ***********************************************************************
 PM0226  DESIGNATION -  CARP
 PM0226  PID         -  PM0226
 PM0226  STATE/COUNTY-  WI/OCONTO
 PM0226  COUNTRY     -  US
 PM0226  USGS QUAD   -  PENSAUKEE (2018)
 PM0226
 PM0226                         *CURRENT SURVEY CONTROL
 PM0226  ______________________________________________________________________
 PM0226* NAD 83(1986) POSITION- 44 49 22.     (N) 087 54 32.     (W)   SCALED
 PM0226* NAVD 88 ORTHO HEIGHT -   177.091 (meters)      581.01  (feet) ADJUSTED
 PM0226  ______________________________________________________________________
 PM0226  GEOID HEIGHT    -        -36.469 (meters)                     GEOID18
 PM0226  DYNAMIC HEIGHT  -        177.073 (meters)      580.95  (feet) COMP
 PM0226  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 PM0226
 PM0226  VERT ORDER      -  FIRST     CLASS 0
 PM0226
 PM0226.The horizontal coordinates were scaled from a map and have
 PM0226.an estimated accuracy of +/- 6 seconds.
 PM0226
 PM0226.The orthometric height was determined by differential leveling and
 PM0226.adjusted by the NATIONAL GEODETIC SURVEY
 PM0226.in June 1991.
 PM0226
 PM0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0226.GEOID18 height accuracy estimate available here.
 PM0226
 PM0226.Click photographs - Photos may exist for this station.
 PM0226
 PM0226.The dynamic height is computed by dividing the NAVD 88
 PM0226.geopotential number by the normal gravity value computed on the
 PM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0226.degrees latitude (g = 980.6199 gals.).
 PM0226
 PM0226.The modeled gravity was interpolated from observed gravity values.
 PM0226
 PM0226;                    North         East    Units  Estimated Accuracy
 PM0226;SPC WI C     -   112,080.      765,360.      MT  (+/- 180 meters Scaled)
 PM0226
 PM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ281636(NAD 83)
 PM0226
 PM0226                          SUPERSEDED SURVEY CONTROL
 PM0226
 PM0226.No superseded survey control is available for this station.
 PM0226
 PM0226_MARKER: Z = SEE DESCRIPTION
 PM0226_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0226
 PM0226  HISTORY     - Date     Condition        Report By
 PM0226  HISTORY     - UNK      MONUMENTED       USLS
 PM0226  HISTORY     - 1972     GOOD             NGS
 PM0226  HISTORY     - 20051208 MARK NOT FOUND   WIDT
 PM0226
 PM0226                          STATION DESCRIPTION
 PM0226
 PM0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0226'IN PENSAUKEE.
 PM0226'AT PENSAUKEE, ABOUT 0.2 MILE EAST ALONG FISH HOUSE ROAD FROM THE
 PM0226'INTERSECTION OF COUNTY ROAD S, 116 1/2 FEET SOUTHEAST OF AND ACROSS
 PM0226'THE ROAD FROM A RESIDENT AT 3030, 73.5 FEET SOUTHEAST OF AND ACROSS
 PM0226'THE ROAD FROM GARAGE USLS DESCRIBED, 51 FEET SOUTH OF THE CENTER LINE
 PM0226'OF THE ROAD, 1 FOOT WEST OF THE SOUTHWEST CORNER OF AN OLD UNPAINTED
 PM0226'BUILDING, IN LINE WITH THE SOUTH SIDE OF THE OLD BUILDING, THE TOP OF
 PM0226'A 5/8 INCH COPPER COATED STEEL ROD THAT WAS DRIVEN TO A DEPTH OF 10
 PM0226'FEET ENCASED IN A 6 INCH METAL PIPE THAT IS FLUSH WITH THE GROUND. THE
 PM0226'ROD IS 1.8 FEET BELOW THE LEVEL OF THE GROUND.  SECTION 11, T 27N, R
 PM0226'21E.
 PM0226
 PM0226                          STATION RECOVERY (2005)
 PM0226
 PM0226'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0226'MARK NOT FOUND. -ADD--THE RESIDENCE AT -3030 FISH HOUSE ROAD- STILL
 PM0226'EXISTS BUT THE OLD UNPAINTED BUILDING IS GONE. A NEW GARAGE BUILDING
 PM0226'WAS BUILT ADJACENT TO THIS SITE AND THE AREA OF THE MONUMENT APPEARS
 PM0226'TO HAVE BEEN FILLED AND REGRADED. SEARCHED THE AREA USING A MAGNETIC
 PM0226'METAL DETECTOR, BUT FOUND NO SIGNIFICANT RING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0339 ***********************************************************************
 NG0339  DESIGNATION -  CARROLVILLE N BASE
 NG0339  PID         -  NG0339
 NG0339  STATE/COUNTY-  WI/MILWAUKEE
 NG0339  COUNTRY     -  US
 NG0339  USGS QUAD   -  GREENDALE (2018)
 NG0339
 NG0339                         *CURRENT SURVEY CONTROL
 NG0339  ______________________________________________________________________
 NG0339* NAD 83(1997) POSITION- 42 55 43.94955(N) 087 55 00.87944(W)   ADJUSTED
 NG0339* NAVD 88 ORTHO HEIGHT -   230.319 (meters)      755.64  (feet) ADJUSTED
 NG0339  ______________________________________________________________________
 NG0339  GEOID HEIGHT    -        -34.974 (meters)                     GEOID18
 NG0339  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 NG0339  DYNAMIC HEIGHT  -        230.256 (meters)      755.43  (feet) COMP
 NG0339  MODELED GRAVITY -    980,341.0   (mgal)                       NAVD 88
 NG0339
 NG0339  HORZ ORDER      -  SECOND
 NG0339  VERT ORDER      -  SECOND    CLASS I
 NG0339
 NG0339.The horizontal coordinates were established by classical geodetic methods
 NG0339.and adjusted by the National Geodetic Survey in October 1999.
 NG0339
 NG0339.The orthometric height was determined by differential leveling and
 NG0339.adjusted by the WI DEPT OF TRANSP
 NG0339.in May 2012.
 NG0339
 NG0339.No vertical observational check was made to the station.
 NG0339
 NG0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0339.GEOID18 height accuracy estimate available here.
 NG0339
 NG0339.Click photographs - Photos may exist for this station.
 NG0339
 NG0339.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0339
 NG0339.The dynamic height is computed by dividing the NAVD 88
 NG0339.geopotential number by the normal gravity value computed on the
 NG0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0339.degrees latitude (g = 980.6199 gals.).
 NG0339
 NG0339.The modeled gravity was interpolated from observed gravity values.
 NG0339
 NG0339. The following values were computed from the NAD 83(1997) position.
 NG0339
 NG0339;                    North         East     Units Scale Factor Converg.
 NG0339;SPC WI S     -   105,313.241   770,029.471   MT  0.99996632   +1 25 52.7
 NG0339;SPC WI S     -   345,515.19  2,526,338.36   sFT  0.99996632   +1 25 52.7
 NG0339;UTM  16      - 4,753,324.304   425,177.718   MT  0.99966887   -0 37 28.3
 NG0339
 NG0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0339!SPC WI S     -   0.99996937  x   0.99996632  =   0.99993569
 NG0339!UTM  16      -   0.99996937  x   0.99966887  =   0.99963825
 NG0339
 NG0339:                Primary Azimuth Mark                     Grid Az
 NG0339:SPC WI S     -  CARROLVILLE N BASE AZ MK                 268 49 28.5
 NG0339:UTM  16      -  CARROLVILLE N BASE AZ MK                 270 52 49.5
 NG0339
 NG0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2517753324(NAD 83)
 NG0339
 NG0339|---------------------------------------------------------------------|
 NG0339| PID    Reference Object                     Distance      Geod. Az  |
 NG0339|                                                           dddmmss.s |
 NG0339| NG0698 LAKE ST STEPHENS CATHOLIC CH        APPROX. 1.2 KM 0365009.8 |
 NG0339| NG0669 CUDAHY LAKESIDE POWER PLANT LARGE S APPROX. 7.2 KM 0430355.9 |
 NG0339| NG0673 CUDAHY MUNICIPAL TANK               APPROX. 5.4 KM 0564633.7 |
 NG0339| NG0674 S MILWAUKEE LADISH CO TALL STK      APPROX. 5.0 KM 0664229.5 |
 NG0339| NG0670 S MILWAUKEE MUNICIPAL TANK          APPROX. 4.6 KM 1150956.5 |
 NG0339| NG0667 CARROLVILLE UN FERTILIZ CO STK      APPROX. 8.0 KM 1332131.9 |
 NG0339| NG0675 CARROLVILLE US GLUE CO STACK        APPROX. 7.7 KM 1335854.0 |
 NG0339| NG0701 MILWAUKEE RADIO RANGE CEN MAST      APPROX. 2.9 KM 1394311.1 |
 NG0339| NG0338 CARROLVILLE N BASE RM 2              29.394 METERS 16615     |
 NG0339| NH0960 MILWAUKEE CO HOUSE OF CORR STK      APPROX. 8.8 KM 2321447.7 |
 NG0339| NH0944 MILWAUKEE CO HOUSE OF CORR TK       APPROX. 8.9 KM 2322100.9 |
 NG0339| CI8325 CARROLVILLE N BASE AZ MK                           2701521.2 |
 NG0339| NG0340 CARROLVILLE N BASE RM 1              27.877 METERS 33713     |
 NG0339|---------------------------------------------------------------------|
 NG0339
 NG0339                          SUPERSEDED SURVEY CONTROL
 NG0339
 NG0339  NAD 83(1991)-  42 55 43.95035(N)    087 55 00.88016(W) AD(       ) 2
 NG0339  NAD 83(1986)-  42 55 43.93822(N)    087 55 00.89416(W) AD(       ) 2
 NG0339  NAD 27      -  42 55 43.87900(N)    087 55 00.59600(W) AD(       ) 2
 NG0339  NAVD 88 (06/15/91)  230.318  (m)          755.64   (f) SUPERSEDED  1 0
 NG0339
 NG0339.Superseded values are not recommended for survey control.
 NG0339
 NG0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0339.See file dsdata.pdf to determine how the superseded data were derived.
 NG0339
 NG0339_MARKER: DS = TRIANGULATION STATION DISK
 NG0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0339_STAMPING: CARROLVILLE N BASE 1953
 NG0339_MARK LOGO: CGS
 NG0339_PROJECTION: FLUSH
 NG0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0339+STABILITY: SURFACE MOTION
 NG0339
 NG0339  HISTORY     - Date     Condition        Report By
 NG0339  HISTORY     - 1953     MONUMENTED       CGS
 NG0339  HISTORY     - 1958     GOOD             CHIAS
 NG0339  HISTORY     - 1965     GOOD             CGS
 NG0339  HISTORY     - 1971     GOOD             NGS
 NG0339  HISTORY     - 1972     GOOD             NGS
 NG0339  HISTORY     - 1972     GOOD             NGS
 NG0339  HISTORY     - 1976     GOOD             LOCENG
 NG0339  HISTORY     - 1978     GOOD             NGS
 NG0339  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NG0339  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NG0339  HISTORY     - 20050522 GOOD             GEOCAC
 NG0339  HISTORY     - 20060707 GOOD             GEOCAC
 NG0339
 NG0339                          STATION DESCRIPTION
 NG0339
 NG0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0339'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF THE CENTER OF MILWAUKEE,
 NG0339'IN THE SOUTHEAST SECTION OF LAKE, ABOUT 0.05 MILE SOUTH OF COLLEGE
 NG0339'AVENUE AND IS ON THE EAST SIDE OF THE CHICAGO NORTH SHORE AND
 NG0339'MILWAUKEE RAILROAD ON PROPERTY OWNED BY MR. FRANK BRUST SR.
 NG0339'
 NG0339'THE MARK IS 70 FEET NORTHEAST OF THE EAST RAIL OF THE TRACKS, 56 FEET
 NG0339'SOUTHWEST OF A LARGE WOOD POLE WHICH IS USED AS PART OF AN AMATEUR
 NG0339'RADIO RANGE, 9 FEET EAST OF A WHITE WITNESS POST AND 8 FEET EAST OF A
 NG0339'FENCE.  IT IS FLUSH AND THE DISK IS STAMPED CARROLVILLE N BASE 1953.
 NG0339'
 NG0339'REFERENCE MARK NO. 1 IS 45 FEET NORTHWEST OF THE RADIO RANGE POLE AND
 NG0339'1 FOOT EAST OF THE FENCE.  IT PROJECTS ABOUT 2 INCHES AND THE DISK IS
 NG0339'STAMPED CARROLVILLE N BASE NO 1 1953.
 NG0339'
 NG0339'REFERENCE MARK NO. 2 IS 24 FEET SOUTHEAST OF A 6 INCH ELM TREE AND 1
 NG0339'FOOT NORTHEAST OF A FENCE.  IT PROJECTS ABOUT 4 INCHES AND THE DISK IS
 NG0339'STAMPED CARROLVILLE N BASE NO 2 1953.
 NG0339'
 NG0339'AZIMUTH MARK IS 0.1 MILE SOUTH OF THE INTERSECTION OF COLLEGE AVENUE
 NG0339'AND SOUTH 13TH.  STREET, 38 FEET EAST OF THE CENTER OF SOUTH 13TH.
 NG0339'ST., 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.
 NG0339'IT PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CARROLVILLE N BASE
 NG0339'1953.
 NG0339'
 NG0339'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 38 (HOWELL
 NG0339'AVENUE) AND COUNTY HIGHWAY ZZ (COLLEGE AVENUE) NEAR THE SOUTHWEST
 NG0339'CORNER OF MITCHELL FIELD AIRPORT, GO WEST ON COLLEGE AVENUE FOR 0.35
 NG0339'MILE TO A SIDE ROAD LEFT JUST BEFORE REACHING AN OVERPASS AT THE
 NG0339'RAILROAD, TURN LEFT AND GO SOUTHEAST ON DIRT LANE FOR ABOUT 0.05 MILE
 NG0339'TO THE TOP OF A SMALL HILL AND STATION AS DESCRIBED.
 NG0339'
 NG0339'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COLLEGE AVENUE
 NG0339'FOR 0.6 MILE TO SOUTH 13TH STREET, TURN LEFT AND GO SOUTH FOR 0.1 MILE
 NG0339'TO THE MARK ON THE LEFT, EAST SIDE OF STREET AS DESCRIBED.
 NG0339'
 NG0339'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 NG0339
 NG0339                          STATION RECOVERY (1958)
 NG0339
 NG0339'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1958
 NG0339'STATION MARK WAS RECOVERED IN GOOD CONDITION.
 NG0339
 NG0339                          STATION RECOVERY (1965)
 NG0339
 NG0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 NG0339'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 NG0339'RECOVERED AS DESCRIBED, AND WERE FOUND TO BE IN GOOD CONDITION.
 NG0339
 NG0339                          STATION RECOVERY (1971)
 NG0339
 NG0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 NG0339'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 NG0339'
 NG0339'A SEARCH OF THE AREA WAS MADE AND THE STATION WAS NOT LOCATED.  THE
 NG0339'RAILROAD TRACKS HAVE BEEN REMOVED, THE LARGE WOOD POLE USED AS PART OF
 NG0339'A AMATEUR RADIO RANGE HAS BEEN REMOVED, THE WITNESS POST IS GONE, AND
 NG0339'THE FENCE HAS BEEN TORN DOWN WITH NO EVIDENCE OF ITS FORMER LOCATION.
 NG0339'REFERENCE MARKS AND AZIMUTH MARKS WERE NOT SEARCHED FOR.
 NG0339'
 NG0339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 7 MILES SOUTH OF
 NG0339'MILWAUKEE.
 NG0339
 NG0339                          STATION RECOVERY (1972)
 NG0339
 NG0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NG0339'2.5 MI SW FROM MILWAUKEE.
 NG0339'ABOUT 2.05 MILES SOUTH ALONG HOWELL AVENUE (STATE HIGHWAY 38)
 NG0339'FROM THE INTERSECTION OF LAYTON AVENUE AT MILWAUKEE, THENCE
 NG0339'0.35 MILE WEST ALONG COLLEGE AVENUE, (COUNTY ROAD ZZ) THENCE
 NG0339'0.1 MILE SOUTH ALONG THE EAST SIDE OF AN ABANDONED RAILROAD BED,
 NG0339'ABOUT 0.05 MILE SOUTH OF A TWO-STORY STONE HOUSE, ON THE TOP
 NG0339'OF A LOW RIDGE, AT A POINT WHERE A POWER LINE CROSSES OVER THE
 NG0339'RAILROAD BED, 70 FEET SOUTHEAST OF A POWER POLE WITH TWO GUY
 NG0339'WIRES, 13 FEET SOUTHEAST OF A 4 INCH WILD CHERRY TREE, ABOUT 75
 NG0339'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE OLD RAILROAD
 NG0339'BED, 9.4 FEET EAST OF A METAL WITNESS POST, 20 FEET ABOVE THE
 NG0339'OLD RAILROAD BED AND SET IN THE TOP OF A CONCRETE POST FLUSH
 NG0339'WITH THE LEVEL OF THE GROUND.  SEC 5, T5N
 NG0339
 NG0339                          STATION RECOVERY (1972)
 NG0339
 NG0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 NG0339'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND IN
 NG0339'GOOD CONDITION.  THE DESCRIPTION DATED MAY 1964 IS ADEQUATE FOR
 NG0339'RECOVERY.  THE EXCEPTION IS THAT THE RAILROAD MENTIONED IN THE
 NG0339'ORIGINAL DESCRIPTION NO LONGER REMAINS ALTHOUGH THE OLD RAILROAD BED
 NG0339'IS VERY MUCH STILL VISIBLE.  ALL MARKS WITH THE EXCEPTION OF THE
 NG0339'AZIMUTH MARK WERE LEVELED TO.
 NG0339'
 NG0339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 2-1/2 MILES
 NG0339'SOUTHWEST OF MILWAUKEE, WI.
 NG0339
 NG0339                          STATION RECOVERY (1976)
 NG0339
 NG0339'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (RAZ)
 NG0339'CARROLVILLE N. BASE 1953 RECOVERED GOOD.  CARROLVILLE N. BASE NO. 1,
 NG0339'1953 RECOVERED GOOD.  CARROLVILLE N. BASE NO 2, 1953 RECOVERED GOOD.
 NG0339'
 NG0339'THE STATION AND REFERENCE MARKS ARE LOCATED AT THE TOP OF AN OLD RAIL
 NG0339'ROAD CUT AND COULD BE RE DESCRIBED AND PROTECTIVE SIGNS POSTED.  THE
 NG0339'AZIMUTH MARK WAS ALSO RECOVERED IN GOOD CONDITION, HOWEVER FUTURE
 NG0339'STREET CONSTRUCTION MAY OBLITERATE THE MARK.
 NG0339'
 NG0339'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES SOUTH OF THE
 NG0339'CENTER OF MILWAUKEE.
 NG0339
 NG0339                          STATION RECOVERY (1978)
 NG0339
 NG0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NG0339'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE FOUND
 NG0339'IN GOOD CONDITION.
 NG0339'
 NG0339'THE AZIMUTH MARK IS NOT GROUND LEVEL VISIBLE.  THE DISTANCE TO
 NG0339'REFERENCE MARK 1 WAS SHORTER BY 0.02 FOOT AND REFERENCE MARK 2 WAS
 NG0339'LONGER BY 0.02 FOOT.  THE DIRECTION BETWEEN THE REFERENCE MARKS WAS 7
 NG0339'MINUTES AND 52 SECONDS SMALLER.  A NEW DESCRIPTION FOLLOWS.
 NG0339'
 NG0339'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF THE CENTER OF MILWAUKEE,
 NG0339'0.05 MILE SOUTH OF COUNTY ROAD ZZ (COLLEGE AVENUE) ON A HIGH ROAD
 NG0339'BANK.
 NG0339'
 NG0339'THE MARK IS 85 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 13 FEET
 NG0339'SOUTHEAST OF A 6-INCH WILD CHERRY TREE, 10 FEET EAST OF A FENCE, 13
 NG0339'FEET NORTHEAST OF ANOTHER 6-INCH WILD CHERRY TREE AND 1 FOOT WEST OF A
 NG0339'METAL WITNESS POST.  IT IS FLUSH AND THE DISK STAMPED CARROLVILLE N
 NG0339'BASE 1953.
 NG0339'
 NG0339'REFERENCE MARK NO. 1 IS 76 FEET EAST OF THE CENTERLINE OF THE ROAD, 69
 NG0339'FEET SOUTHEAST OF A METAL LIGHT STANDARD.  IT IS FLUSH AND THE DISK
 NG0339'STAMPED CARROLVILLE N BASE NO 1 1953.
 NG0339'
 NG0339'REFERENCE MARK NO. 2 IS 78 FEET EAST OF THE CENTERLINE OF THE ROAD, 2
 NG0339'FEET EAST OF THE FENCELINE.  IT PROJECTS 2 INCHES AND THE DISK IS
 NG0339'STAMPED CARROLVILLE N BASE NO 2 1953.
 NG0339'
 NG0339'THE AZIMUTH MARK IS 39 FEET EAST OF THE CENTERLINE OF 13 TH STREET, 27
 NG0339'FEET SOUTHEAST OF POWER POLE 35-5 AND 1-FOOT SOUTH OF A METAL WITNESS
 NG0339'POST.  IT PROJECTS 2 INCHES AND THE DISK STAMPED CARROLVILLE N BASE
 NG0339'1953.
 NG0339'
 NG0339'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NG0339'COUNTY ROAD ZZ, GO EAST ON ROAD ZZ FOR 0.25 MILE TO INTERSECTION OF 13
 NG0339'TH STREET.  CONTINUE EAST IN ZZ FOR 0.6 MILE TO A SIDE ROAD RIGHT.
 NG0339'TURN RIGHT AND GO SOUTH ON A PAVED ROAD AT A SIGN MILWAUKEE TECHNICAL
 NG0339'COLLEGE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 NG0339'
 NG0339'TO REACH THE AZIMUTH MARK FROM HERE, GO SOUTH ON 13 TH STREET FOR 0.1
 NG0339'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NG0339'
 NG0339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH OF THE
 NG0339'CENTER MILWAUKEE.  HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NG0339
 NG0339                          STATION RECOVERY (1990)
 NG0339
 NG0339'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0339'MARK NOT FOUND.
 NG0339
 NG0339                          STATION RECOVERY (1991)
 NG0339
 NG0339'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 NG0339'MARK NOT FOUND.
 NG0339
 NG0339                          STATION RECOVERY (2005)
 NG0339
 NG0339'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 NG0339'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 NG0339
 NG0339                          STATION RECOVERY (2006)
 NG0339
 NG0339'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 NG0339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0338 ***********************************************************************
 NG0338  DESIGNATION -  CARROLVILLE N BASE RM 2
 NG0338  PID         -  NG0338
 NG0338  STATE/COUNTY-  WI/MILWAUKEE
 NG0338  COUNTRY     -  US
 NG0338  USGS QUAD   -  GREENDALE (2018)
 NG0338
 NG0338                         *CURRENT SURVEY CONTROL
 NG0338  ______________________________________________________________________
 NG0338* NAD 83(1986) POSITION- 42 55 43.02   (N) 087 55 00.57   (W)   HD_HELD1
 NG0338* NAVD 88 ORTHO HEIGHT -   230.122 (meters)      754.99  (feet) ADJUSTED
 NG0338  ______________________________________________________________________
 NG0338  GEOID HEIGHT    -        -34.974 (meters)                     GEOID18
 NG0338  DYNAMIC HEIGHT  -        230.058 (meters)      754.78  (feet) COMP
 NG0338  MODELED GRAVITY -    980,341.0   (mgal)                       NAVD 88
 NG0338
 NG0338  VERT ORDER      -  SECOND    CLASS I
 NG0338
 NG0338.The horizontal coordinates were determined by differentially corrected
 NG0338.hand held GPS observations or other comparable positioning techniques
 NG0338.and have an estimated accuracy of +/- 3 meters.
 NG0338
 NG0338.The orthometric height was determined by differential leveling and
 NG0338.adjusted by the WI DEPT OF TRANSP
 NG0338.in May 2012.
 NG0338
 NG0338.No vertical observational check was made to the station.
 NG0338
 NG0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0338.GEOID18 height accuracy estimate available here.
 NG0338
 NG0338.Click photographs - Photos may exist for this station.
 NG0338
 NG0338.The dynamic height is computed by dividing the NAVD 88
 NG0338.geopotential number by the normal gravity value computed on the
 NG0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0338.degrees latitude (g = 980.6199 gals.).
 NG0338
 NG0338.The modeled gravity was interpolated from observed gravity values.
 NG0338
 NG0338;                    North         East    Units  Estimated Accuracy
 NG0338;SPC WI S     -   105,284.7     770,037.2     MT  (+/- 3 meters HH1 GPS) 
 NG0338
 NG0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2518453295(NAD 83)
 NG0338
 NG0338                          SUPERSEDED SURVEY CONTROL
 NG0338
 NG0338  NAVD 88 (06/15/91)  230.120  (m)          754.99   (f) SUPERSEDED  1 0
 NG0338
 NG0338.Superseded values are not recommended for survey control.
 NG0338
 NG0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0338.See file dsdata.pdf to determine how the superseded data were derived.
 NG0338
 NG0338_MARKER: DR = REFERENCE MARK DISK
 NG0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0338_STAMPING: CARROLVILLE N BASE NO 2 1953
 NG0338_MARK LOGO: CGS
 NG0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0338+STABILITY: SURFACE MOTION
 NG0338
 NG0338  HISTORY     - Date     Condition        Report By
 NG0338  HISTORY     - 1953     MONUMENTED       CGS
 NG0338  HISTORY     - 1972     GOOD             NGS
 NG0338  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NG0338  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NG0338  HISTORY     - 20050522 GOOD             GEOCAC
 NG0338
 NG0338                          STATION DESCRIPTION
 NG0338
 NG0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0338'2.5 MI SW FROM MILWAUKEE.
 NG0338'ABOUT 2.05 MILES SOUTH ALONG HOWELL AVENUE (STATE HIGHWAY 38)
 NG0338'FROM THE INTERSECTION OF LAYTON AVENUE, THENCE 0.35 MILE WEST
 NG0338'ALONG COLLEGE AVENUE (COUNTY ROAD ZZ), THENCE 0.1 MILE SOUTH
 NG0338'ALONG THE EAST SIDE OF AN ABANDONED RAILROAD BED, 96.4 FEET
 NG0338'SOUTH OF THE STATION MARK DESCRIBED, 6 1/2 FEET SOUTH OF A 5
 NG0338'INCH WILD CHERRY TREE, 1 FOOT EAST OF AN OLD FENCE LINE, ABOUT
 NG0338'LEVEL WITH THE STATION MARK AND SET IN THE TOP OF A CONCRETE
 NG0338'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC
 NG0338'5, T5N,
 NG0338
 NG0338                          STATION RECOVERY (1990)
 NG0338
 NG0338'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0338'MARK NOT FOUND.
 NG0338
 NG0338                          STATION RECOVERY (1991)
 NG0338
 NG0338'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 NG0338'MARK NOT FOUND.
 NG0338
 NG0338                          STATION RECOVERY (2005)
 NG0338
 NG0338'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 NG0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0340 ***********************************************************************
 NG0340  DESIGNATION -  CARROLVILLE N BASE RM 1
 NG0340  PID         -  NG0340
 NG0340  STATE/COUNTY-  WI/MILWAUKEE
 NG0340  COUNTRY     -  US
 NG0340  USGS QUAD   -  GREENDALE (2018)
 NG0340
 NG0340                         *CURRENT SURVEY CONTROL
 NG0340  ______________________________________________________________________
 NG0340* NAD 83(1986) POSITION- 42 55 44.78   (N) 087 55 01.36   (W)   HD_HELD1
 NG0340* NAVD 88 ORTHO HEIGHT -   229.825 (meters)      754.02  (feet) ADJUSTED
 NG0340  ______________________________________________________________________
 NG0340  GEOID HEIGHT    -        -34.974 (meters)                     GEOID18
 NG0340  DYNAMIC HEIGHT  -        229.762 (meters)      753.81  (feet) COMP
 NG0340  MODELED GRAVITY -    980,341.1   (mgal)                       NAVD 88
 NG0340
 NG0340  VERT ORDER      -  SECOND    CLASS I
 NG0340
 NG0340.The horizontal coordinates were determined by differentially corrected
 NG0340.hand held GPS observations or other comparable positioning techniques
 NG0340.and have an estimated accuracy of +/- 3 meters.
 NG0340
 NG0340.The orthometric height was determined by differential leveling and
 NG0340.adjusted by the WI DEPT OF TRANSP
 NG0340.in May 2012.
 NG0340
 NG0340.No vertical observational check was made to the station.
 NG0340
 NG0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0340.GEOID18 height accuracy estimate available here.
 NG0340
 NG0340.Click photographs - Photos may exist for this station.
 NG0340
 NG0340.The dynamic height is computed by dividing the NAVD 88
 NG0340.geopotential number by the normal gravity value computed on the
 NG0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0340.degrees latitude (g = 980.6199 gals.).
 NG0340
 NG0340.The modeled gravity was interpolated from observed gravity values.
 NG0340
 NG0340;                    North         East    Units  Estimated Accuracy
 NG0340;SPC WI S     -   105,338.6     770,017.9     MT  (+/- 3 meters HH1 GPS) 
 NG0340
 NG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2516753350(NAD 83)
 NG0340
 NG0340                          SUPERSEDED SURVEY CONTROL
 NG0340
 NG0340  NAVD 88 (06/15/91)  229.824  (m)          754.01   (f) SUPERSEDED  1 0
 NG0340
 NG0340.Superseded values are not recommended for survey control.
 NG0340
 NG0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0340.See file dsdata.pdf to determine how the superseded data were derived.
 NG0340
 NG0340_MARKER: DR = REFERENCE MARK DISK
 NG0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0340_STAMPING: CARROLVILLE N BASE NO 1 1953
 NG0340_MARK LOGO: CGS
 NG0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0340+STABILITY: SURFACE MOTION
 NG0340
 NG0340  HISTORY     - Date     Condition        Report By
 NG0340  HISTORY     - 1953     MONUMENTED       CGS
 NG0340  HISTORY     - 1972     GOOD             NGS
 NG0340  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NG0340  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NG0340  HISTORY     - 20050522 GOOD             GEOCAC
 NG0340  HISTORY     - 20060707 GOOD             GEOCAC
 NG0340
 NG0340                          STATION DESCRIPTION
 NG0340
 NG0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0340'2.5 MI SW FROM MILWAUKEE.
 NG0340'ABOUT 2.05 MILES SOUTH ALONG HOWELL AVENUE (STATE HIGHWAY 38)
 NG0340'FROM THE INTERSECTION OF LAYTON AVENUE AT MILWAUKEE, THENCE
 NG0340'0.35 MILE WEST ALONG COLLEGE AVENUE (COUNTY ROAD ZZ) THENCE
 NG0340'0.1 MILE SOUTH ALONG THE EAST SIDE OF AN ABANDONED RAILROAD BED, ON
 NG0340'A NARROW RIDGE BETWEEN THE OLD RAILROAD BED AND AN AREA WHERE
 NG0340'A LOT OF DIRT HAS BEEN REMOVED, 91.5 FEET NORTH OF THE STATION
 NG0340'MARK DESCRIBED, 42 FEET NORTHEAST OF A POWER POLE WITH TWO GUY
 NG0340'WIRES, ABOUT 2 FEET BELOW THE STATION MARK AND SET IN THE TOP
 NG0340'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 NG0340'GROUND.  SEC 5, T5N
 NG0340
 NG0340                          STATION RECOVERY (1990)
 NG0340
 NG0340'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0340'MARK NOT FOUND.
 NG0340
 NG0340                          STATION RECOVERY (1991)
 NG0340
 NG0340'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 NG0340'MARK NOT FOUND.
 NG0340
 NG0340                          STATION RECOVERY (2005)
 NG0340
 NG0340'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 NG0340'RECOVERED IN GOOD CONDITION.
 NG0340
 NG0340                          STATION RECOVERY (2006)
 NG0340
 NG0340'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 NG0340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0678 ***********************************************************************
 NG0678  DESIGNATION -  CARROLVILLE S BASE
 NG0678  PID         -  NG0678
 NG0678  STATE/COUNTY-  WI/RACINE
 NG0678  COUNTRY     -  US
 NG0678  USGS QUAD   -  RACINE NORTH (2018)
 NG0678
 NG0678                         *CURRENT SURVEY CONTROL
 NG0678  ______________________________________________________________________
 NG0678* NAD 83(1997) POSITION- 42 47 48.83148(N) 087 51 09.19982(W)   ADJUSTED
 NG0678* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 NG0678  ______________________________________________________________________
 NG0678  GEOID HEIGHT    -        -34.834 (meters)                     GEOID18
 NG0678  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 NG0678  HORZ ORDER      -  SECOND
 NG0678
 NG0678.The horizontal coordinates were established by classical geodetic methods
 NG0678.and adjusted by the National Geodetic Survey in October 1999.
 NG0678
 NG0678.The orthometric height was scaled from a topographic map.
 NG0678
 NG0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0678.GEOID18 height accuracy estimate available here.
 NG0678
 NG0678.Click photographs - Photos may exist for this station.
 NG0678
 NG0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0678
 NG0678. The following values were computed from the NAD 83(1997) position.
 NG0678
 NG0678;                    North         East     Units Scale Factor Converg.
 NG0678;SPC WI S     -    90,790.334   775,658.776   MT  0.99998779   +1 28 31.9
 NG0678;SPC WI S     -   297,867.95  2,544,807.17   sFT  0.99998779   +1 28 31.9
 NG0678;UTM  16      - 4,738,613.449   430,280.962   MT  0.99965980   -0 34 45.3
 NG0678
 NG0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0678!SPC WI S     -   0.99997113  x   0.99998779  =   0.99995892
 NG0678!UTM  16      -   0.99997113  x   0.99965980  =   0.99963094
 NG0678
 NG0678:                Primary Azimuth Mark                     Grid Az
 NG0678:SPC WI S     -  CARROLVILLE S BASE AZ MK                 229 45 52.4
 NG0678:UTM  16      -  CARROLVILLE S BASE AZ MK                 231 49 09.6
 NG0678
 NG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3028038613(NAD 83)
 NG0678
 NG0678|---------------------------------------------------------------------|
 NG0678| PID    Reference Object                     Distance      Geod. Az  |
 NG0678|                                                           dddmmss.s |
 NG0678| NG0679 WISCONSIN ELEC OAK CRK PWR STK      APPROX. 5.8 KM 0193034.6 |
 NG0678| NG0628 RACINE RADIO STATION WRAC MAST      APPROX. 9.5 KM 1425204.9 |
 NG0678| CI8327 CARROLVILLE S BASE RM 1              22.947 METERS 15938     |
 NG0678| NG0686 FRANKSVILLE FRANKS KRAUT CO TK      APPROX. 6.9 KM 2271704.1 |
 NG0678| CI8326 CARROLVILLE S BASE AZ MK                           2311424.3 |
 NG0678| NG0684 CALEDONIA ST LOUIS CATH CH          APPROX. 7.8 KM 2784326.5 |
 NG0678| CI8328 CARROLVILLE S BASE RM 2              27.953 METERS 34042     |
 NG0678|---------------------------------------------------------------------|
 NG0678
 NG0678                          SUPERSEDED SURVEY CONTROL
 NG0678
 NG0678  NAD 83(1991)-  42 47 48.83166(N)    087 51 09.19999(W) AD(       ) 2
 NG0678  NAD 83(1986)-  42 47 48.81900(N)    087 51 09.21753(W) AD(       ) 2
 NG0678  NAD 27      -  42 47 48.75100(N)    087 51 08.93800(W) AD(       ) 2
 NG0678
 NG0678.Superseded values are not recommended for survey control.
 NG0678
 NG0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0678.See file dsdata.pdf to determine how the superseded data were derived.
 NG0678
 NG0678_MARKER: DS = TRIANGULATION STATION DISK
 NG0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0678_STAMPING: CARROLVILLE S BASE 1953
 NG0678_MARK LOGO: CGS
 NG0678_PROJECTION: PROJECTING 5 CENTIMETERS
 NG0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0678+STABILITY: SURFACE MOTION
 NG0678
 NG0678  HISTORY     - Date     Condition        Report By
 NG0678  HISTORY     - 1953     MONUMENTED       CGS
 NG0678  HISTORY     - 1971     MARK NOT FOUND   NGS
 NG0678
 NG0678                          STATION DESCRIPTION
 NG0678
 NG0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0678'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF THE CHICAGO NORTH
 NG0678'SHORE AND MILWAUKEE RAILROAD COMPANY RAILROAD TRACKS ABOUT 5-1/2 MILES
 NG0678'SOUTH OF CARROLVILLE AND ABOUT 5 MILES NORTH OF RACINE.
 NG0678'
 NG0678'THE STATION IS 67 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NG0678'RAILROAD, 5 FEET NORTHWEST OF A WHITE WITNESS POST AND 2 FEET
 NG0678'SOUTHWEST OF A FENCE.  IT PROJECTS ABOUT 2 INCHES AND THE DISK IS
 NG0678'STAMPED CARROLVILLE S. BASE 1953.
 NG0678'
 NG0678'REFERENCE MARK NO. 1 IS 67 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NG0678'RAILROAD AND 1 FOOT SOUTHWEST OF THE FENCE.  IT PROJECTS ABOUT 2
 NG0678'INCHES AND THE DISK IS STAMPED CARROLVILLE S.  BASE NO 1 1953.
 NG0678'
 NG0678'REFERENCE MARK NO. 2 IS 67 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NG0678'RAILROAD AND 1 FOOT SOUTHWEST OF THE FENCE.  IT PROJECTS ABOUT 2
 NG0678'INCHES AND THE DISK IS STAMPED CARROLVILLE S.  BASE NO 2 1953.
 NG0678'
 NG0678'THE AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 14
 NG0678'FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 2 FEET SOUTH OF TELEPHONE
 NG0678'POLE AND WHITE WITNESS POST.  IT PROJECTS ABOUT 2 INCHES AND THE DISK
 NG0678'IS STAMPED CARROLVILLE S. BASE 1953.
 NG0678'
 NG0678'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 32 IN
 NG0678'CARROLVILLE, GO SOUTH ON HIGHWAY 32 FOR 4.2 MILES TO THE JUNCTION OF
 NG0678'STATE HIGHWAY 31.  TURN RIGHT ON HIGHWAY 31 AND GO 1.15 MILES TO A
 NG0678'GRAVEL CROSSROAD (FIVE MILE ROAD).  TURN RIGHT ON GRAVEL ROAD AND GO
 NG0678'WEST FOR 0.8 MILE TO THE CROSSING OF THE CHICAGO NORTH SHORE AND
 NG0678'MILWAUKEE RAILROAD COMPANY TRACKS.  TURN LEFT AND GO SOUTHEAST ALONG
 NG0678'THE NORTHEAST SIDE OF TRACKS FOR 0.1 MILE TO THE STATION ON THE LEFT
 NG0678'AS DESCRIBED.
 NG0678'
 NG0678'TO REACH THE AZIMUTH MARK FROM THE CROSSING OF FIVE MILE ROAD AND THE
 NG0678'RAILROAD TRACKS, CONTINUE WEST ON FIVE MILE ROAD FOR 0.05 MILE TO A
 NG0678'GRAVEL CROSSROAD.  TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.3 MILE
 NG0678'TO A DRIVEWAY ON THE RIGHT AND THE MARK ON THE RIGHT AS DESCRIBED.
 NG0678'
 NG0678'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NG0678
 NG0678                          STATION RECOVERY (1971)
 NG0678
 NG0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 NG0678'A SEARCH OF THE AREA WAS MADE AND THE STATION WAS NOT FOUND.  THE AREA
 NG0678'AROUND THE STATION IS COVERED WITH HEAVY BRUSH.  THE RAILROAD TRACKS
 NG0678'AND THE WITNESS POST ARE GONE.  REFERENCE MARKS AND AZIMUTH MARKS WERE
 NG0678'NOT SEARCHED FOR.
 NG0678'
 NG0678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 5-1/2 MILES SOUTH
 NG0678'OF CARROLVILLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK4978 ***********************************************************************
 DK4978  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4978  DESIGNATION -  CARSON C GPS
 DK4978  PID         -  DK4978
 DK4978  STATE/COUNTY-  WI/PORTAGE
 DK4978  COUNTRY     -  US
 DK4978  USGS QUAD   -  JUNCTION CITY (2018)
 DK4978
 DK4978                         *CURRENT SURVEY CONTROL
 DK4978  ______________________________________________________________________
 DK4978* NAD 83(2011) POSITION- 44 34 10.38981(N) 089 46 40.41602(W)   ADJUSTED
 DK4978* NAD 83(2011) ELLIP HT-   307.860 (meters)        (06/27/12)   ADJUSTED
 DK4978* NAD 83(2011) EPOCH   -  2010.00
 DK4978* NAVD 88 ORTHO HEIGHT -   343.13  (meters)     1125.8   (feet) GPS OBS
 DK4978  ______________________________________________________________________
 DK4978  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK4978  GEOID HEIGHT    -        -35.268 (meters)                     GEOID12A
 DK4978  GEOID HEIGHT    -        -35.275 (meters)                     GEOID18
 DK4978  NAD 83(2011) X  -     17,643.839 (meters)                     COMP
 DK4978  NAD 83(2011) Y  - -4,551,472.770 (meters)                     COMP
 DK4978  NAD 83(2011) Z  -  4,453,613.580 (meters)                     COMP
 DK4978  LAPLACE CORR    -         -8.27  (seconds)                    DEFLEC18
 DK4978
 DK4978  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4978  Standards:
 DK4978         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4978            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4978  -------------------------------------------------------------------
 DK4978  NETWORK    0.55   0.41           0.26   0.17   0.21      0.03358353
 DK4978  -------------------------------------------------------------------
 DK4978  Click here for local accuracies and other accuracy information.
 DK4978
 DK4978.The horizontal coordinates were established by GPS observations
 DK4978.and adjusted by the National Geodetic Survey in June 2012.
 DK4978
 DK4978.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4978.been affixed to the stable North American tectonic plate. See 
 DK4978.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4978
 DK4978.The horizontal coordinates are valid at the epoch date displayed above
 DK4978.which is a decimal equivalence of Year/Month/Day.
 DK4978
 DK4978.The orthometric height was determined by GPS observations and a
 DK4978.high-resolution geoid model using precise GPS observation and
 DK4978.processing techniques.
 DK4978
 DK4978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4978.GEOID18 height accuracy estimate available here.
 DK4978
 DK4978.Click photographs - Photos may exist for this station.
 DK4978
 DK4978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4978
 DK4978.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4978
 DK4978.The ellipsoidal height was determined by GPS observations
 DK4978.and is referenced to NAD 83.
 DK4978
 DK4978. The following values were computed from the NAD 83(2011) position.
 DK4978
 DK4978;                    North         East     Units Scale Factor Converg.
 DK4978;SPC WI C     -    81,831.345   617,642.216   MT  0.99995495   +0 09 24.2
 DK4978;SPC WI C     -   268,475.00  2,026,381.17   sFT  0.99995495   +0 09 24.2
 DK4978;UTM  16      - 4,938,888.931   279,425.015   MT  1.00019835   -1 57 00.9
 DK4978
 DK4978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4978!SPC WI C     -   0.99995173  x   0.99995495  =   0.99990668
 DK4978!UTM  16      -   0.99995173  x   1.00019835  =   1.00015007
 DK4978
 DK4978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7942538888(NAD 83)
 DK4978
 DK4978                          SUPERSEDED SURVEY CONTROL
 DK4978
 DK4978  NAD 83(2007)-  44 34 10.38993(N)    089 46 40.41674(W) AD(2002.00) 1
 DK4978  ELLIP H (07/29/08)  307.889  (m)                       GP(2002.00) 3 1
 DK4978  NAVD 88 (07/29/08)  343.11   (m)  GEOID03  model used  GPS OBS        
 DK4978
 DK4978.Superseded values are not recommended for survey control.
 DK4978
 DK4978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4978.See file dsdata.pdf to determine how the superseded data were derived.
 DK4978
 DK4978_MARKER: DD = SURVEY DISK
 DK4978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4978_STAMPING: CARSON C GPS 2005
 DK4978_MARK LOGO: WIDT
 DK4978_PROJECTION: FLUSH
 DK4978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4978+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2010
 DK4978
 DK4978  HISTORY     - Date     Condition        Report By
 DK4978  HISTORY     - 2004     MONUMENTED       WIDT
 DK4978  HISTORY     - 20060907 GOOD             WIDT
 DK4978  HISTORY     - 20101011 GOOD             WIDT
 DK4978
 DK4978                          STATION DESCRIPTION
 DK4978
 DK4978'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK4978'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DK4978'HIGHWAY G SOUTH IN THE VILLAGE OF THE JUNCTION CITY, GO SOUTH ON
 DK4978'COUNTY HIGHWAY G FOR 1.6 MI (2.6 KM) TO BROWN THRUSH ROAD ON THE RIGHT
 DK4978'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DK4978'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DK4978'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DK4978'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DK4978'THE STATION IS 9.2 M (30.2 FT) WEST OF THE CENTERLINE OF COUNTY
 DK4978'HIGHWAY G, 30.7 M (100.7 FT) NORTH OF THE CENTERLINE OF BROWN THRUSH
 DK4978'ROAD, 28.6 M (93.8 FT) SOUTHWEST OF A POWER POLE --24-6-10 26/1--, AND
 DK4978'1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DK4978'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK4978'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK4978
 DK4978                          STATION RECOVERY (2010)
 DK4978
 DK4978'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK4978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK4980 ***********************************************************************
 DK4980  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4980  DESIGNATION -  CARSON E GPS
 DK4980  PID         -  DK4980
 DK4980  STATE/COUNTY-  WI/PORTAGE
 DK4980  COUNTRY     -  US
 DK4980  USGS QUAD   -  ROCKY RUN (2018)
 DK4980
 DK4980                         *CURRENT SURVEY CONTROL
 DK4980  ______________________________________________________________________
 DK4980* NAD 83(2011) POSITION- 44 35 25.92676(N) 089 42 08.92599(W)   ADJUSTED
 DK4980* NAD 83(2011) ELLIP HT-   309.546 (meters)        (06/27/12)   ADJUSTED
 DK4980* NAD 83(2011) EPOCH   -  2010.00
 DK4980* NAVD 88 ORTHO HEIGHT -   345.01  (meters)     1131.9   (feet) GPS OBS
 DK4980  ______________________________________________________________________
 DK4980  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK4980  GEOID HEIGHT    -        -35.462 (meters)                     GEOID12A
 DK4980  GEOID HEIGHT    -        -35.467 (meters)                     GEOID18
 DK4980  NAD 83(2011) X  -     23,626.072 (meters)                     COMP
 DK4980  NAD 83(2011) Y  - -4,549,810.152 (meters)                     COMP
 DK4980  NAD 83(2011) Z  -  4,455,275.608 (meters)                     COMP
 DK4980  LAPLACE CORR    -         -7.49  (seconds)                    DEFLEC18
 DK4980
 DK4980  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4980  Standards:
 DK4980         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4980            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4980  -------------------------------------------------------------------
 DK4980  NETWORK    0.43   0.35           0.20   0.14   0.18      0.12476202
 DK4980  -------------------------------------------------------------------
 DK4980  Click here for local accuracies and other accuracy information.
 DK4980
 DK4980.The horizontal coordinates were established by GPS observations
 DK4980.and adjusted by the National Geodetic Survey in June 2012.
 DK4980
 DK4980.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4980.been affixed to the stable North American tectonic plate. See 
 DK4980.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4980
 DK4980.The horizontal coordinates are valid at the epoch date displayed above
 DK4980.which is a decimal equivalence of Year/Month/Day.
 DK4980
 DK4980.The orthometric height was determined by GPS observations and a
 DK4980.high-resolution geoid model using precise GPS observation and
 DK4980.processing techniques.
 DK4980
 DK4980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4980.GEOID18 height accuracy estimate available here.
 DK4980
 DK4980.Click photographs - Photos may exist for this station.
 DK4980
 DK4980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4980
 DK4980.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4980
 DK4980.The ellipsoidal height was determined by GPS observations
 DK4980.and is referenced to NAD 83.
 DK4980
 DK4980. The following values were computed from the NAD 83(2011) position.
 DK4980
 DK4980;                    North         East     Units Scale Factor Converg.
 DK4980;SPC WI C     -    84,182.037   623,623.872   MT  0.99995307   +0 12 35.7
 DK4980;SPC WI C     -   276,187.23  2,046,005.99   sFT  0.99995307   +0 12 35.7
 DK4980;UTM  16      - 4,941,018.554   285,490.451   MT  1.00016589   -1 53 52.6
 DK4980
 DK4980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4980!SPC WI C     -   0.99995147  x   0.99995307  =   0.99990454
 DK4980!UTM  16      -   0.99995147  x   1.00016589  =   1.00011735
 DK4980
 DK4980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8549041018(NAD 83)
 DK4980
 DK4980                          SUPERSEDED SURVEY CONTROL
 DK4980
 DK4980  NAD 83(2007)-  44 35 25.92685(N)    089 42 08.92672(W) AD(2002.00) 1
 DK4980  ELLIP H (07/29/08)  309.580  (m)                       GP(2002.00) 3 1
 DK4980  NAVD 88 (07/29/08)  344.99   (m)  GEOID03  model used  GPS OBS        
 DK4980
 DK4980.Superseded values are not recommended for survey control.
 DK4980
 DK4980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4980.See file dsdata.pdf to determine how the superseded data were derived.
 DK4980
 DK4980_MARKER: DD = SURVEY DISK
 DK4980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4980_STAMPING: CARSON E GPS 2005
 DK4980_MARK LOGO: WIDT
 DK4980_PROJECTION: FLUSH
 DK4980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4980+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2020
 DK4980
 DK4980  HISTORY     - Date     Condition        Report By
 DK4980  HISTORY     - 2004     MONUMENTED       WIDT
 DK4980  HISTORY     - 20060906 GOOD             WIDT
 DK4980  HISTORY     - 20101011 GOOD             WIDT
 DK4980  HISTORY     - 20200623 GOOD             WIDT
 DK4980
 DK4980                          STATION DESCRIPTION
 DK4980
 DK4980'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK4980'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DK4980'HIGHWAY 34 TO THE NORTH AND FRANKS LANE TO THE SOUTH ABOUT 9 MI (14.5
 DK4980'KM) NORTHWEST OF THE CITY OF STEVENS POINT, GO EAST ON US HIGHWAY 10
 DK4980'FOR 0.5 MI (0.8 KM) TO NORTH MAPLE ROAD, CONTINUE EAST ON US HIGHWAY
 DK4980'10 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DK4980'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DK4980'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DK4980'POST (ATTACHED TO BEDROCK 1.7 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DK4980'ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 11.1
 DK4980'M (36.4 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY 10, 32.2 M (105.6
 DK4980'FT) SOUTHEAST OF A POWER POLE --2407-5W12--, 29 M (95.1 FT) EAST OF
 DK4980'THE EXTENDED CENTER OF A PRIVATE ENTRANCE --2904--, 2 M (6.6 FT) NORTH
 DK4980'OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND
 DK4980'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK4980'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK4980'ABOVE THE HORIZON.
 DK4980
 DK4980                          STATION RECOVERY (2010)
 DK4980
 DK4980'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK4980'RECOVERED IN GOOD CONDITION.  BECAUSE OF THE REROUTING OF US HIGHWAY
 DK4980'10, A NEW TO REACH FOLLOWS.  TO REACH THE STATION FROM THE JUNCTION OF
 DK4980'US HIGHWAY 10 WEST AND COUNTY HIGHWAY HH EAST WITH US HIGHWAY 10 AND
 DK4980'STATE HIGHWAY 34 TO THE NORTH AND FRANKS LANE TO THE SOUTH ABOUT 9 MI
 DK4980'(14.5 KM) NORTHWEST OF THE CITY OF STEVENS POINT, GO EAST ON COUNTY
 DK4980'HIGHWAY HH FOR 0.5 MI (0.8 KM) TO NORTH MAPLE ROAD,
 DK4980'CONTINUE EAST ON COUNTY HIGHWAY HH FOR 0.3 MI (0.5 KM) TO THE STATION
 DK4980'ON THE RIGHT.  NOTE---THE STATION IS 11.1 M SOUTH OF THE CENTERLINE OF
 DK4980'COUNTY HIGHWAY HH (NOT US HIGHWAY 10).
 DK4980
 DK4980                          STATION RECOVERY (2020)
 DK4980
 DK4980'RECOVERY NOTE BY WI DEPT OF TRANSP 2020 (MJH)
 DK4980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5120 ***********************************************************************
 DK5120  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5120  DESIGNATION -  CARSON GPS
 DK5120  PID         -  DK5120
 DK5120  STATE/COUNTY-  WI/PORTAGE
 DK5120  COUNTRY     -  US
 DK5120  USGS QUAD   -  ROCKY RUN (2018)
 DK5120
 DK5120                         *CURRENT SURVEY CONTROL
 DK5120  ______________________________________________________________________
 DK5120* NAD 83(2011) POSITION- 44 32 22.84178(N) 089 41 15.64170(W)   ADJUSTED
 DK5120* NAD 83(2011) ELLIP HT-   303.087 (meters)        (06/27/12)   ADJUSTED
 DK5120* NAD 83(2011) EPOCH   -  2010.00
 DK5120* NAVD 88 ORTHO HEIGHT -   338.68  (meters)     1111.2   (feet) GPS OBS
 DK5120  ______________________________________________________________________
 DK5120  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5120  GEOID HEIGHT    -        -35.590 (meters)                     GEOID12A
 DK5120  GEOID HEIGHT    -        -35.594 (meters)                     GEOID18
 DK5120  NAD 83(2011) X  -     24,823.015 (meters)                     COMP
 DK5120  NAD 83(2011) Y  - -4,553,765.116 (meters)                     COMP
 DK5120  NAD 83(2011) Z  -  4,451,244.530 (meters)                     COMP
 DK5120  LAPLACE CORR    -         -6.73  (seconds)                    DEFLEC18
 DK5120
 DK5120  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5120  Standards:
 DK5120         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5120            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5120  -------------------------------------------------------------------
 DK5120  NETWORK    0.30   0.31           0.14   0.10   0.16      0.01264509
 DK5120  -------------------------------------------------------------------
 DK5120  Click here for local accuracies and other accuracy information.
 DK5120
 DK5120.The horizontal coordinates were established by GPS observations
 DK5120.and adjusted by the National Geodetic Survey in June 2012.
 DK5120
 DK5120.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5120.been affixed to the stable North American tectonic plate. See 
 DK5120.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5120
 DK5120.The horizontal coordinates are valid at the epoch date displayed above
 DK5120.which is a decimal equivalence of Year/Month/Day.
 DK5120
 DK5120.The orthometric height was determined by GPS observations and a
 DK5120.high-resolution geoid model using precise GPS observation and
 DK5120.processing techniques.
 DK5120
 DK5120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5120.GEOID18 height accuracy estimate available here.
 DK5120
 DK5120.Click photographs - Photos may exist for this station.
 DK5120
 DK5120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5120
 DK5120.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5120
 DK5120.The ellipsoidal height was determined by GPS observations
 DK5120.and is referenced to NAD 83.
 DK5120
 DK5120. The following values were computed from the NAD 83(2011) position.
 DK5120
 DK5120;                    North         East     Units Scale Factor Converg.
 DK5120;SPC WI C     -    78,535.354   624,820.853   MT  0.99995786   +0 13 13.3
 DK5120;SPC WI C     -   257,661.41  2,049,933.08   sFT  0.99995786   +0 13 13.3
 DK5120;UTM  16      - 4,935,330.498   286,479.218   MT  1.00016069   -1 53 09.1
 DK5120
 DK5120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5120!SPC WI C     -   0.99995248  x   0.99995786  =   0.99991034
 DK5120!UTM  16      -   0.99995248  x   1.00016069  =   1.00011316
 DK5120
 DK5120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8647935330(NAD 83)
 DK5120
 DK5120                          SUPERSEDED SURVEY CONTROL
 DK5120
 DK5120  NAD 83(2007)-  44 32 22.84178(N)    089 41 15.64243(W) AD(2002.00) 1
 DK5120  ELLIP H (07/29/08)  303.123  (m)                       GP(2002.00) 3 1
 DK5120  NAVD 88 (07/29/08)  338.65   (m)  GEOID03  model used  GPS OBS        
 DK5120
 DK5120.Superseded values are not recommended for survey control.
 DK5120
 DK5120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5120.See file dsdata.pdf to determine how the superseded data were derived.
 DK5120
 DK5120_MARKER: DD = SURVEY DISK
 DK5120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5120_STAMPING: CARSON GPS 2005
 DK5120_MARK LOGO: WIDT
 DK5120_PROJECTION: FLUSH
 DK5120_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5120+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2024
 DK5120
 DK5120  HISTORY     - Date     Condition        Report By
 DK5120  HISTORY     - 2004     MONUMENTED       WIDT
 DK5120  HISTORY     - 20060907 GOOD             WIDT
 DK5120  HISTORY     - 20101011 GOOD             WIDT
 DK5120  HISTORY     - 20241009 GOOD             WIDT
 DK5120
 DK5120                          STATION DESCRIPTION
 DK5120
 DK5120'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5120'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DK5120'HIGHWAY M TO THE WEST AND RIVERVIEW DRIVE TO THE EAST ABOUT 2 MI (3.2
 DK5120'KM) NORTHWEST OF THE CITY OF STEVENS POINT, GO WEST ON COUNTY HIGHWAY
 DK5120'M FOR 2.55 MI (4.1 KM) TO OAK ROAD, TURN LEFT AND GO SOUTH ON OAK ROAD
 DK5120'FOR 0.05 MI (0.1 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DK5120'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DK5120'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DK5120'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DK5120'THE ROAD PAVEMENT.  THE STATION IS 9.3 M (30.5 FT) EAST OF THE
 DK5120'CENTERLINE OF OAK ROAD, 61.2 M (200.8 FT) SOUTH OF THE CENTERLINE OF
 DK5120'COUNTY HIGHWAY M, 50.7 M (166.3 FT) SOUTHEAST OF A WOOD POST FOR A
 DK5120'--STOP-- SIGN, 31 M (101.7 FT) SOUTH OF A FIELD ENTRANCE, 26.0 M (85.3
 DK5120'FT) SOUTH OF A PORTAGE COUNTY GEODETIC CONTROL STATION MONUMENT --MILL
 DK5120'CREEK GPS 1996--, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF
 DK5120'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5120'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5120'HORIZON.
 DK5120
 DK5120                          STATION RECOVERY (2010)
 DK5120
 DK5120'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5120'RECOVERED IN GOOD CONDITION.  NOTE---BECAUSE OF THE REROUTING OF US
 DK5120'HIGHWAY 10, US HIGHWAY 10 IN THE 2006 DESCRIPTION IS NOW COUNTY
 DK5120'HIGHWAY HH.
 DK5120
 DK5120                          STATION RECOVERY (2024)
 DK5120
 DK5120'RECOVERY NOTE BY WI DEPT OF TRANSP 2024 (EPS)
 DK5120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK4981 ***********************************************************************
 DK4981  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4981  DESIGNATION -  CARSON W GPS
 DK4981  PID         -  DK4981
 DK4981  STATE/COUNTY-  WI/PORTAGE
 DK4981  COUNTRY     -  US
 DK4981  USGS QUAD   -  JUNCTION CITY (2018)
 DK4981
 DK4981                         *CURRENT SURVEY CONTROL
 DK4981  ______________________________________________________________________
 DK4981* NAD 83(2011) POSITION- 44 33 17.17481(N) 089 49 55.14391(W)   ADJUSTED
 DK4981* NAD 83(2011) ELLIP HT-   309.300 (meters)        (06/27/12)   ADJUSTED
 DK4981* NAD 83(2011) EPOCH   -  2010.00
 DK4981* NAVD 88 ORTHO HEIGHT -   344.43  (meters)     1130.0   (feet) GPS OBS
 DK4981  ______________________________________________________________________
 DK4981  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK4981  GEOID HEIGHT    -        -35.124 (meters)                     GEOID12A
 DK4981  GEOID HEIGHT    -        -35.129 (meters)                     GEOID18
 DK4981  NAD 83(2011) X  -     13,350.317 (meters)                     COMP
 DK4981  NAD 83(2011) Y  - -4,552,641.072 (meters)                     COMP
 DK4981  NAD 83(2011) Z  -  4,452,444.186 (meters)                     COMP
 DK4981  LAPLACE CORR    -         -7.80  (seconds)                    DEFLEC18
 DK4981
 DK4981  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4981  Standards:
 DK4981         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4981            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4981  -------------------------------------------------------------------
 DK4981  NETWORK    0.47   0.39           0.22   0.15   0.20      0.08475975
 DK4981  -------------------------------------------------------------------
 DK4981  Click here for local accuracies and other accuracy information.
 DK4981
 DK4981.The horizontal coordinates were established by GPS observations
 DK4981.and adjusted by the National Geodetic Survey in June 2012.
 DK4981
 DK4981.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4981.been affixed to the stable North American tectonic plate. See 
 DK4981.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4981
 DK4981.The horizontal coordinates are valid at the epoch date displayed above
 DK4981.which is a decimal equivalence of Year/Month/Day.
 DK4981
 DK4981.The orthometric height was determined by GPS observations and a
 DK4981.high-resolution geoid model using precise GPS observation and
 DK4981.processing techniques.
 DK4981
 DK4981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4981.GEOID18 height accuracy estimate available here.
 DK4981
 DK4981.Click photographs - Photos may exist for this station.
 DK4981
 DK4981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4981
 DK4981.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4981
 DK4981.The ellipsoidal height was determined by GPS observations
 DK4981.and is referenced to NAD 83.
 DK4981
 DK4981. The following values were computed from the NAD 83(2011) position.
 DK4981
 DK4981;                    North         East     Units Scale Factor Converg.
 DK4981;SPC WI C     -    80,178.484   613,349.098   MT  0.99995635   +0 07 06.8
 DK4981;SPC WI C     -   263,052.24  2,012,296.17   sFT  0.99995635   +0 07 06.8
 DK4981;UTM  16      - 4,937,394.617   275,072.933   MT  1.00022220   -1 59 15.8
 DK4981
 DK4981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4981!SPC WI C     -   0.99995151  x   0.99995635  =   0.99990786
 DK4981!UTM  16      -   0.99995151  x   1.00022220  =   1.00017369
 DK4981
 DK4981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7507237394(NAD 83)
 DK4981
 DK4981                          SUPERSEDED SURVEY CONTROL
 DK4981
 DK4981  NAD 83(2007)-  44 33 17.17500(N)    089 49 55.14459(W) AD(2002.00) 1
 DK4981  ELLIP H (07/29/08)  309.330  (m)                       GP(2002.00) 3 1
 DK4981  NAVD 88 (07/29/08)  344.40   (m)  GEOID03  model used  GPS OBS        
 DK4981
 DK4981.Superseded values are not recommended for survey control.
 DK4981
 DK4981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4981.See file dsdata.pdf to determine how the superseded data were derived.
 DK4981
 DK4981_MARKER: DD = SURVEY DISK
 DK4981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4981_STAMPING: CARSON W GPS 2005
 DK4981_MARK LOGO: WIDT
 DK4981_PROJECTION: FLUSH
 DK4981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4981+STABILITY: SURFACE MOTION
 DK4981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4981+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2010
 DK4981
 DK4981  HISTORY     - Date     Condition        Report By
 DK4981  HISTORY     - 2004     MONUMENTED       WIDT
 DK4981  HISTORY     - 20060907 GOOD             WIDT
 DK4981  HISTORY     - 20101011 GOOD             WIDT
 DK4981
 DK4981                          STATION DESCRIPTION
 DK4981
 DK4981'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK4981'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DK4981'HIGHWAY N AND COUNTY HIGHWAY S TO THE SOUTH IN THE VILLAGE OF
 DK4981'MILLADORE, GO SOUTH ON COUNTY HIGHWAY N AND COUNTY HIGHWAY S FOR 3.3
 DK4981'MI (5.3 KM) TO PRAIRIE ROAD ON THE LEFT, TURN LEFT AND GO EAST ON
 DK4981'PRAIRIE ROAD FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.  THE
 DK4981'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DK4981'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DK4981'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DK4981'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.3 M (27.2 FT)
 DK4981'SOUTH OF THE CENTERLINE OF PRAIRIE ROAD, 25.3 M (83.0 FT) EAST OF A
 DK4981'WOOD POST FOR A --RIGHT CURVE-- SIGN, 1.0 M (3.3 FT) NORTH OF A BARBED
 DK4981'WIRE FENCE, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF AN
 DK4981'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK4981'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK4981'HORIZON
 DK4981
 DK4981                          STATION RECOVERY (2010)
 DK4981
 DK4981'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK4981'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0084 ***********************************************************************
 QM0084  DESIGNATION -  CARTER
 QM0084  PID         -  QM0084
 QM0084  STATE/COUNTY-  WI/FOREST
 QM0084  COUNTRY     -  US
 QM0084  USGS QUAD   -  WABENO (2018)
 QM0084
 QM0084                         *CURRENT SURVEY CONTROL
 QM0084  ______________________________________________________________________
 QM0084* NAD 83(1991) POSITION- 45 22 56.93229(N) 088 37 33.30660(W)   ADJUSTED
 QM0084* NAVD 88 ORTHO HEIGHT -   452.097 (meters)     1483.25  (feet) ADJUSTED
 QM0084  ______________________________________________________________________
 QM0084  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 QM0084  LAPLACE CORR    -         -6.53  (seconds)                    DEFLEC18
 QM0084  DYNAMIC HEIGHT  -        452.041 (meters)     1483.07  (feet) COMP
 QM0084  MODELED GRAVITY -    980,479.9   (mgal)                       NAVD 88
 QM0084
 QM0084  HORZ ORDER      -  FIRST
 QM0084  VERT ORDER      -  FIRST     CLASS II
 QM0084
 QM0084.The horizontal coordinates were established by classical geodetic methods
 QM0084.and adjusted by the National Geodetic Survey in November 1991.
 QM0084
 QM0084.The orthometric height was determined by differential leveling and
 QM0084.adjusted by the NATIONAL GEODETIC SURVEY
 QM0084.in June 1991.
 QM0084
 QM0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0084.GEOID18 height accuracy estimate available here.
 QM0084
 QM0084.Click photographs - Photos may exist for this station.
 QM0084
 QM0084.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0084
 QM0084.The dynamic height is computed by dividing the NAVD 88
 QM0084.geopotential number by the normal gravity value computed on the
 QM0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0084.degrees latitude (g = 980.6199 gals.).
 QM0084
 QM0084.The modeled gravity was interpolated from observed gravity values.
 QM0084
 QM0084. The following values were computed from the NAD 83(1991) position.
 QM0084
 QM0084;                    North         East     Units Scale Factor Converg.
 QM0084;SPC WI N     -    24,917.522   707,617.516   MT  1.00003852   +0 59 28.4
 QM0084;SPC WI N     -    81,750.24  2,321,575.13   sFT  1.00003852   +0 59 28.4
 QM0084;SPC WI C     -   173,055.044   707,611.422   MT  0.99997974   +0 58 10.3
 QM0084;SPC WI C     -   567,764.76  2,321,555.14   sFT  0.99997974   +0 58 10.3
 QM0084;UTM  16      - 5,026,726.428   372,708.403   MT  0.99979922   -1 09 27.0
 QM0084
 QM0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0084!SPC WI N     -   0.99993458  x   1.00003852  =   0.99997310
 QM0084!SPC WI C     -   0.99993458  x   0.99997974  =   0.99991432
 QM0084!UTM  16      -   0.99993458  x   0.99979922  =   0.99973382
 QM0084
 QM0084:                Primary Azimuth Mark                     Grid Az
 QM0084:SPC WI N     -  CONVICT                                  192 03 50.1
 QM0084:SPC WI C     -  CONVICT                                  192 05 08.2
 QM0084:UTM  16      -  CONVICT                                  194 12 45.5
 QM0084
 QM0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7270826726(NAD 83)
 QM0084
 QM0084|---------------------------------------------------------------------|
 QM0084| PID    Reference Object                     Distance      Geod. Az  |
 QM0084|                                                           dddmmss.s |
 QM0084| QM0085 CONVICT                             APPROX. 0.9 KM 1930318.5 |
 QM0084|---------------------------------------------------------------------|
 QM0084
 QM0084                          SUPERSEDED SURVEY CONTROL
 QM0084
 QM0084  NAD 83(1986)-  45 22 56.93297(N)    088 37 33.32778(W) AD(       ) 1
 QM0084  NAD 27      -  45 22 57.04800(N)    088 37 32.93500(W) AD(       ) 1
 QM0084  NGVD 29 (??/??/92)  452.080  (m)         1483.20   (f) ADJ UNCH    1 2
 QM0084  NGVD 29             452.08   (m)         1483.2    (f) LEVELING    3  
 QM0084
 QM0084.Superseded values are not recommended for survey control.
 QM0084
 QM0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0084.See file dsdata.pdf to determine how the superseded data were derived.
 QM0084
 QM0084_MARKER: DS = TRIANGULATION STATION DISK
 QM0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0084_STAMPING: CARTER 1921
 QM0084_MARK LOGO: CGS
 QM0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0084+STABILITY: SURFACE MOTION
 QM0084
 QM0084  HISTORY     - Date     Condition        Report By
 QM0084  HISTORY     - 1921     MONUMENTED       CGS
 QM0084  HISTORY     - 1922     GOOD             CGS
 QM0084  HISTORY     - 1934     POOR             CGS
 QM0084  HISTORY     - 1950     POOR             USGS
 QM0084  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0084
 QM0084                          STATION DESCRIPTION
 QM0084
 QM0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0084'STATION IS ABOUT 1/2 MILE S OF THE RAILROAD STATION AT CARTER,
 QM0084'175 METERS S OF SAW MILL, 60 METERS W OF THE SAW MILL COMPANYS
 QM0084'STORE, 4 METERS N OF THE CENTER OF ROAD LEADING FROM STATE
 QM0084'HIGHWAY 32 TO THE STORE, ON THE W SIDE OF THE RAILROAD 135.645
 QM0084'METERS (445.0 FEET) FROM THE W AND NEAREST RAIL.
 QM0084'
 QM0084'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0084'DISKS SET IN CONCRETE.
 QM0084'
 QM0084'REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE ROADWAY FROM
 QM0084'THE STATION MARK.
 QM0084
 QM0084                          STATION RECOVERY (1922)
 QM0084
 QM0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0084'0.2 MI S FROM CARTER.
 QM0084'ABOUT 1/2 MILE SOUTH OF THE RAILROAD STATION AT CARTER, 175
 QM0084'METERS SOUTH OF SAW MILL, 60 METERS WEST OF THE SAW MILL COMPANYS
 QM0084'STORE, 4 METERS NORTH OF THE CENTER OF ROAD, LEADING FROM TRAIL
 QM0084'32 TO THE STORE, ON THE WEST SIDE OF THE C. AND N.W. RY. 135.645
 QM0084'M. (445.0 FT.) FROM THE WEST AND NEAREST RAIL.
 QM0084
 QM0084                          STATION RECOVERY (1934)
 QM0084
 QM0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0084'MARK RECOVERED IN POOR CONDITION.
 QM0084
 QM0084                          STATION RECOVERY (1950)
 QM0084
 QM0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QM0084'STATION FOUND IN POOR CONDITION.  HAS BEEN BATTERED WITH HAMMER.
 QM0084'SEEMS LOOSE AS THOUGH BROKEN OFF A FOOT OR SO UNDERGROUND.
 QM0084'POSITION OKAY AND ELEVATION GOOD FOR TOPOGRAPHIC MAPPING.
 QM0084'DOES NOT APPEAR TO HAVE BEEN HEAVED BY FROST AS NOTED ON
 QM0084'ON DESCRIPTION.  PROJECTS LESS THAN SIX INCHES.
 QM0084
 QM0084                          STATION RECOVERY (1985)
 QM0084
 QM0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1127 ***********************************************************************
 ON1127  DESIGNATION -  CARTER
 ON1127  PID         -  ON1127
 ON1127  STATE/COUNTY-  WI/RICHLAND
 ON1127  COUNTRY     -  US
 ON1127  USGS QUAD   -  WEST LIMA (2018)
 ON1127
 ON1127                         *CURRENT SURVEY CONTROL
 ON1127  ______________________________________________________________________
 ON1127* NAD 83(1996) POSITION- 43 30 36.31167(N) 090 32 25.27630(W)   ADJUSTED
 ON1127* NAVD 88 ORTHO HEIGHT -   396.6   (meters)     1301.    (feet) VERTCON3
 ON1127  ______________________________________________________________________
 ON1127  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 ON1127  LAPLACE CORR    -         -6.00  (seconds)                    DEFLEC18
 ON1127  HORZ ORDER      -  SECOND
 ON1127
 ON1127.The horizontal coordinates were established by classical geodetic methods
 ON1127.and adjusted by the National Geodetic Survey in March 1999.
 ON1127
 ON1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1127
 ON1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1127.GEOID18 height accuracy estimate available here.
 ON1127
 ON1127.Click photographs - Photos may exist for this station.
 ON1127
 ON1127.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1127
 ON1127. The following values were computed from the NAD 83(1996) position.
 ON1127
 ON1127;                    North         East     Units Scale Factor Converg.
 ON1127;SPC WI S     -   167,898.081   556,308.371   MT  0.99993435   -0 22 16.6
 ON1127;SPC WI S     -   550,845.62  1,825,155.05   sFT  0.99993435   -0 22 16.6
 ON1127;UTM  15      - 4,820,400.629   698,818.551   MT  1.00008625   +1 41 38.3
 ON1127
 ON1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1127!SPC WI S     -   0.99994311  x   0.99993435  =   0.99987746
 ON1127!UTM  15      -   0.99994311  x   1.00008625  =   1.00002935
 ON1127
 ON1127:                Primary Azimuth Mark                     Grid Az
 ON1127:SPC WI S     -  CARTER AZ MK                             317 13 47.4
 ON1127:UTM  15      -  CARTER AZ MK                             315 09 52.5
 ON1127
 ON1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9881820400(NAD 83)
 ON1127
 ON1127|---------------------------------------------------------------------|
 ON1127| PID    Reference Object                     Distance      Geod. Az  |
 ON1127|                                                           dddmmss.s |
 ON1127| CI8330 CARTER RM 1                          19.623 METERS 08145     |
 ON1127| ON1130 STA 176                              54.587 METERS 16914     |
 ON1127| CI8331 CARTER RM 2                          29.580 METERS 19014     |
 ON1127| CI8329 CARTER AZ MK                                       3165130.8 |
 ON1127|---------------------------------------------------------------------|
 ON1127
 ON1127                          SUPERSEDED SURVEY CONTROL
 ON1127
 ON1127  NAD 83(1991)-  43 30 36.31084(N)    090 32 25.27828(W) AD(       ) 2
 ON1127  NAD 83(1986)-  43 30 36.30314(N)    090 32 25.27764(W) AD(       ) 2
 ON1127  NAD 27      -  43 30 36.39220(N)    090 32 24.81090(W) AD(       ) 2
 ON1127  NGVD 29 (07/19/86)  396.6    (m)         1301.     (f) VERT ANG       
 ON1127
 ON1127.Superseded values are not recommended for survey control.
 ON1127
 ON1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1127.See file dsdata.pdf to determine how the superseded data were derived.
 ON1127
 ON1127_MARKER: DS = TRIANGULATION STATION DISK
 ON1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1127_STAMPING: CARTER 1958
 ON1127_MARK LOGO: CGS
 ON1127_PROJECTION: FLUSH
 ON1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1127+STABILITY: SURFACE MOTION
 ON1127
 ON1127  HISTORY     - Date     Condition        Report By
 ON1127  HISTORY     - 1958     MONUMENTED       CGS
 ON1127  HISTORY     - 1962     GOOD             USGS
 ON1127
 ON1127                          STATION DESCRIPTION
 ON1127
 ON1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1127'THE STATION IS ABOUT 6.0 MILES SOUTHWEST OF YUBA, AND 2.5
 ON1127'MILES SOUTH OF WEST LIMA IN THE SOUTHEAST QUARTER OF SECTION
 ON1127'18, T-12-N, R-1-W ON THE GROUNDS OF THE CARTER PUBLIC SCHOOL.
 ON1127'IT IS 194 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 ON1127'CARTER PUBLIC SCHOOL BUILDING, 37 FEET EAST OF THE CENTERLINE
 ON1127'OF COUNTY ROAD A, 20 FEET SOUTHEAST OF A FENCE CORNER, 10 FEET
 ON1127'SOUTH OF A WIRE FENCE, AND 9 FEET SOUTH OF A WHITE WITNESS
 ON1127'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CARTER
 ON1127'1958.
 ON1127'
 ON1127'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND
 ON1127'80 ABOUT 4 MILES NORTH OF RICHLAND CENTER, GO NORTHWEST
 ON1127'ON HIGHWAY 56 FOR 4.3 MILES TO THE JUNCTION OF COUNTY HIGHWAY
 ON1127'Z.  CONTINUE NORTHWEST ON HIGHWAY 56 5.7 MILES TO THE JUNCTION
 ON1127'OF COUNTY ROAD A.  TURN RIGHT AND GO NORTH, EAST, NORTH AND
 ON1127'WEST ON ROAD A FOR 2.10 MILES TO CARTER PUBLIC SCHOOL AND THE
 ON1127'STATION ON THE RIGHT.
 ON1127'
 ON1127'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 ON1127'COUNTY ROAD A FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 ON1127'
 ON1127'REFERENCE MARK 1 IS 142 FEET NORTHWEST OF THE NORTHWEST
 ON1127'CORNER OF THE CARTER PUBLIC SCHOOL BUILDING, 16 FEET NORTH
 ON1127'OF A 16 INCH ELM TREE, AND 6 INCHES SOUTH OF A WIRE FENCE.
 ON1127'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CARTER NO 1 1958.
 ON1127'
 ON1127'REFERENCE MARK 2 IS 93 FEET NORTHWEST OF THE CENTERLINE OF
 ON1127'A GRAVELED ROAD, 27 FEET WEST OF THE CENTERLINE OF COUNTY
 ON1127'ROAD A, AND 6 INCHES EAST OF A WIRE FENCE.  THE MONUMENT
 ON1127'PROJECTS 1 INCH AND THE DISK IS STAMPED CARTER NO 2 1958.
 ON1127'
 ON1127'THE AZIMUTH MARK IS 25 FEET NORTHEAST OF THE CENTERLINE OF
 ON1127'COUNTY ROAD A, 3 FEET SOUTHEAST OF A WHITE WITNESS POST, AND
 ON1127'1 FOOT SOUTHWEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 2
 ON1127'INCHES AND THE DISK IS STAMPED CARTER 1958.
 ON1127'
 ON1127'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 ON1127
 ON1127                          STATION RECOVERY (1962)
 ON1127
 ON1127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ON1127'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8727 ***********************************************************************
 DP8727  DESIGNATION -  CARTER GPS
 DP8727  PID         -  DP8727
 DP8727  STATE/COUNTY-  WI/FOREST
 DP8727  COUNTRY     -  US
 DP8727  USGS QUAD   -  WABENO (2018)
 DP8727
 DP8727                         *CURRENT SURVEY CONTROL
 DP8727  ______________________________________________________________________
 DP8727* NAD 83(2011) POSITION- 45 23 47.30842(N) 088 37 44.43751(W)   ADJUSTED
 DP8727* NAD 83(2011) ELLIP HT-   432.251 (meters)        (04/14/17)   ADJUSTED
 DP8727* NAD 83(2011) EPOCH   -  2010.00
 DP8727* NAVD 88 ORTHO HEIGHT -   466.992 (meters)     1532.12  (feet) ADJUSTED
 DP8727  ______________________________________________________________________
 DP8727  GEOID HEIGHT    -        -34.742 (meters)                     GEOID18
 DP8727  NAD 83(2011) X  -    107,347.104 (meters)                     COMP
 DP8727  NAD 83(2011) Y  - -4,485,345.612 (meters)                     COMP
 DP8727  NAD 83(2011) Z  -  4,518,704.978 (meters)                     COMP
 DP8727  LAPLACE CORR    -         -6.63  (seconds)                    DEFLEC18
 DP8727  DYNAMIC HEIGHT  -        466.936 (meters)     1531.94  (feet) COMP
 DP8727  MODELED GRAVITY -    980,482.9   (mgal)                       NAVD 88
 DP8727
 DP8727  VERT ORDER      -  SECOND    CLASS I
 DP8727
 DP8727  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8727  Standards:
 DP8727         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8727            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8727  -------------------------------------------------------------------
 DP8727  NETWORK    0.63   0.88           0.29   0.21   0.45      0.09198285
 DP8727  -------------------------------------------------------------------
 DP8727  Click here for local accuracies and other accuracy information.
 DP8727
 DP8727.The horizontal coordinates were established by GPS observations
 DP8727.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8727
 DP8727.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8727.been affixed to the stable North American tectonic plate. See 
 DP8727.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8727
 DP8727.The horizontal coordinates are valid at the epoch date displayed above
 DP8727.which is a decimal equivalence of Year/Month/Day.
 DP8727
 DP8727.The orthometric height was determined by differential leveling and
 DP8727.adjusted by the NATIONAL GEODETIC SURVEY
 DP8727.in February 2017.
 DP8727
 DP8727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8727.GEOID18 height accuracy estimate available here.
 DP8727
 DP8727.Click photographs - Photos may exist for this station.
 DP8727
 DP8727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8727
 DP8727.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8727
 DP8727.The ellipsoidal height was determined by GPS observations
 DP8727.and is referenced to NAD 83.
 DP8727
 DP8727.The dynamic height is computed by dividing the NAVD 88
 DP8727.geopotential number by the normal gravity value computed on the
 DP8727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8727.degrees latitude (g = 980.6199 gals.).
 DP8727
 DP8727.The modeled gravity was interpolated from observed gravity values.
 DP8727
 DP8727. The following values were computed from the NAD 83(2011) position.
 DP8727
 DP8727;                    North         East     Units Scale Factor Converg.
 DP8727;SPC WI N     -    26,468.378   707,348.538   MT  1.00003524   +0 59 20.4
 DP8727;SPC WI N     -    86,838.34  2,320,692.66   sFT  1.00003524   +0 59 20.4
 DP8727;UTM  16      - 5,028,285.909   372,497.814   MT  0.99979988   -1 09 35.9
 DP8727
 DP8727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8727!SPC WI N     -   0.99993224  x   1.00003524  =   0.99996747
 DP8727!UTM  16      -   0.99993224  x   0.99979988  =   0.99973213
 DP8727
 DP8727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7249728285(NAD 83)
 DP8727
 DP8727                          SUPERSEDED SURVEY CONTROL
 DP8727
 DP8727.No superseded survey control is available for this station.
 DP8727
 DP8727_MARKER: DD = SURVEY DISK
 DP8727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8727_STAMPING: CARTER GPS 2012
 DP8727_MARK LOGO: WIDT
 DP8727_PROJECTION: FLUSH
 DP8727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8727+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2014
 DP8727
 DP8727  HISTORY     - Date     Condition        Report By
 DP8727  HISTORY     - 2012     MONUMENTED       WIDT
 DP8727  HISTORY     - 20140902 GOOD             WIDT
 DP8727
 DP8727                          STATION DESCRIPTION
 DP8727
 DP8727'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8727'THE STATION IS IN THE COMMUNITY OF CARTER, ABOUT 5 MI (8.0 KM)
 DP8727'NORTHWEST OF TOWNSEND AND 3 MI (4.8 KM) SOUTHEAST OF WABENO.
 DP8727'
 DP8727'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY
 DP8727'HIGHWAY C IN THE COMMUNITY OF WABENO, GO SOUTH ON STATE HIGHWAY 32 FOR
 DP8727'3.0 MI (4.8 KM) TO THE CARTER GAMING CASINO ON THE LEFT, A FUELING
 DP8727'STATION ON THE RIGHT AND THE STATION AHEAD ON THE RIGHT.
 DP8727'
 DP8727'THE STATION IS 20.5 M (67.3 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DP8727'HIGHWAY 32, 36.6 M (120.1 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 DP8727'ASPHALT FOR A FUELING STATION DRIVEWAY, 33.7 M (110.6 FT) SOUTH OF A
 DP8727'LIGHT POLE -3415 28L9- AND 0.5 M (1.6 FT) NORTHEAST OF A WHITE PLASTIC
 DP8727'WITNESS POST.
 DP8727'
 DP8727'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8727'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH EXTENDING TO
 DP8727'20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8727'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8727'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8727'WITH THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5135 ***********************************************************************
 DK5135  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5135  DESIGNATION -  CARY CENTRAL
 DK5135  PID         -  DK5135
 DK5135  STATE/COUNTY-  WI/WOOD
 DK5135  COUNTRY     -  US
 DK5135  USGS QUAD   -  CITY POINT NE (2018)
 DK5135
 DK5135                         *CURRENT SURVEY CONTROL
 DK5135  ______________________________________________________________________
 DK5135* NAD 83(2011) POSITION- 44 26 59.66955(N) 090 15 33.81287(W)   ADJUSTED
 DK5135* NAD 83(2011) ELLIP HT-   284.711 (meters)        (06/27/12)   ADJUSTED
 DK5135* NAD 83(2011) EPOCH   -  2010.00
 DK5135* NAVD 88 ORTHO HEIGHT -   318.87  (meters)     1046.2   (feet) GPS OBS
 DK5135  ______________________________________________________________________
 DK5135  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5135  GEOID HEIGHT    -        -34.158 (meters)                     GEOID12A
 DK5135  GEOID HEIGHT    -        -34.158 (meters)                     GEOID18
 DK5135  NAD 83(2011) X  -    -20,647.874 (meters)                     COMP
 DK5135  NAD 83(2011) Y  - -4,560,764.465 (meters)                     COMP
 DK5135  NAD 83(2011) Z  -  4,444,115.715 (meters)                     COMP
 DK5135  LAPLACE CORR    -         -7.76  (seconds)                    DEFLEC18
 DK5135
 DK5135  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5135  Standards:
 DK5135         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5135            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5135  -------------------------------------------------------------------
 DK5135  NETWORK    0.47   0.37           0.21   0.17   0.19      0.10053081
 DK5135  -------------------------------------------------------------------
 DK5135  Click here for local accuracies and other accuracy information.
 DK5135
 DK5135.The horizontal coordinates were established by GPS observations
 DK5135.and adjusted by the National Geodetic Survey in June 2012.
 DK5135
 DK5135.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5135.been affixed to the stable North American tectonic plate. See 
 DK5135.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5135
 DK5135.The horizontal coordinates are valid at the epoch date displayed above
 DK5135.which is a decimal equivalence of Year/Month/Day.
 DK5135
 DK5135.The orthometric height was determined by GPS observations and a
 DK5135.high-resolution geoid model using precise GPS observation and
 DK5135.processing techniques.
 DK5135
 DK5135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5135.GEOID18 height accuracy estimate available here.
 DK5135
 DK5135.Click photographs - Photos may exist for this station.
 DK5135
 DK5135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5135
 DK5135.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5135
 DK5135.The ellipsoidal height was determined by GPS observations
 DK5135.and is referenced to NAD 83.
 DK5135
 DK5135. The following values were computed from the NAD 83(2011) position.
 DK5135
 DK5135;                    North         East     Units Scale Factor Converg.
 DK5135;SPC WI C     -    68,545.548   579,353.667   MT  0.99996821   -0 10 58.9
 DK5135;SPC WI C     -   224,886.52  1,900,762.82   sFT  0.99996821   -0 10 58.9
 DK5135;UTM  15      - 4,925,498.673   718,060.306   MT  1.00018480   +1 55 11.9
 DK5135
 DK5135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5135!SPC WI C     -   0.99995536  x   0.99996821  =   0.99992357
 DK5135!UTM  15      -   0.99995536  x   1.00018480  =   1.00014015
 DK5135
 DK5135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1806025498(NAD 83)
 DK5135
 DK5135                          SUPERSEDED SURVEY CONTROL
 DK5135
 DK5135  NAD 83(2007)-  44 26 59.66965(N)    090 15 33.81359(W) AD(2002.00) 1
 DK5135  ELLIP H (07/29/08)  284.740  (m)                       GP(2002.00) 3 1
 DK5135  NAVD 88 (07/29/08)  318.86   (m)  GEOID03  model used  GPS OBS        
 DK5135
 DK5135.Superseded values are not recommended for survey control.
 DK5135
 DK5135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5135.See file dsdata.pdf to determine how the superseded data were derived.
 DK5135
 DK5135_MARKER: DD = SURVEY DISK
 DK5135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5135_STAMPING: CARY CENTRAL 1993
 DK5135_MARK LOGO: WI-141
 DK5135_PROJECTION: FLUSH
 DK5135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5135+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DK5135
 DK5135  HISTORY     - Date     Condition        Report By
 DK5135  HISTORY     - 1993     MONUMENTED       WI-141
 DK5135  HISTORY     - 20060912 GOOD             WIDT
 DK5135
 DK5135                          STATION DESCRIPTION
 DK5135
 DK5135'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5135'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY
 DK5135'HIGHWAY V TO THE SOUTH AND PROGRESS ROAD TO THE NORTH ABOUT 7 MI (11.3
 DK5135'KM) WEST OF THE CITY OF PITTSVILLE, GO SOUTH ON COUNTY HIGHWAY V FOR
 DK5135'0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DK5135'WOOD COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40-CM
 DK5135'(16 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY
 DK5135'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.2 M (23.6 FT)
 DK5135'WEST OF THE CENTERLINE OF COUNTY HIGHWAY V, 20 M (65.6 FT) NORTH OF
 DK5135'THE EXTENDED CENTER OF A PRIVATE ENTRANCE --5598--, 4.5 M (14.8 FT)
 DK5135'SOUTHEAST OF A POWER POLE, 4 M (13.1 FT) NORTH OF A FIELD ENTRANCE,
 DK5135'3.7 M (12.1 FT) SOUTHEAST OF A TELEPHONE PEDESTAL--02 3200 2--, AND
 DK5135'1.0 M (3.3 FT) NORTH, SOUTH, AND EAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DK5135'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DK5135'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A 2-WIRE POWER
 DK5135'LINE NEARLY DIRECTLY ABOVE THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5080 ***********************************************************************
 DK5080  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5080  DESIGNATION -  CARY E GPS
 DK5080  PID         -  DK5080
 DK5080  STATE/COUNTY-  WI/WOOD
 DK5080  COUNTRY     -  US
 DK5080  USGS QUAD   -  PITTSVILLE (2018)
 DK5080
 DK5080                         *CURRENT SURVEY CONTROL
 DK5080  ______________________________________________________________________
 DK5080* NAD 83(2011) POSITION- 44 29 21.75416(N) 090 13 24.77596(W)   ADJUSTED
 DK5080* NAD 83(2011) ELLIP HT-   296.207 (meters)        (06/27/12)   ADJUSTED
 DK5080* NAD 83(2011) EPOCH   -  2010.00
 DK5080* NAVD 88 ORTHO HEIGHT -   330.39  (meters)     1084.0   (feet) GPS OBS
 DK5080  ______________________________________________________________________
 DK5080  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5080  GEOID HEIGHT    -        -34.186 (meters)                     GEOID12A
 DK5080  GEOID HEIGHT    -        -34.195 (meters)                     GEOID18
 DK5080  NAD 83(2011) X  -    -17,782.752 (meters)                     COMP
 DK5080  NAD 83(2011) Y  - -4,557,712.233 (meters)                     COMP
 DK5080  NAD 83(2011) Z  -  4,447,253.666 (meters)                     COMP
 DK5080  LAPLACE CORR    -         -6.85  (seconds)                    DEFLEC18
 DK5080
 DK5080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5080  Standards:
 DK5080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5080  -------------------------------------------------------------------
 DK5080  NETWORK    0.42   0.33           0.19   0.14   0.17      0.20154561
 DK5080  -------------------------------------------------------------------
 DK5080  Click here for local accuracies and other accuracy information.
 DK5080
 DK5080.The horizontal coordinates were established by GPS observations
 DK5080.and adjusted by the National Geodetic Survey in June 2012.
 DK5080
 DK5080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5080.been affixed to the stable North American tectonic plate. See 
 DK5080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5080
 DK5080.The horizontal coordinates are valid at the epoch date displayed above
 DK5080.which is a decimal equivalence of Year/Month/Day.
 DK5080
 DK5080.The orthometric height was determined by GPS observations and a
 DK5080.high-resolution geoid model using precise GPS observation and
 DK5080.processing techniques.
 DK5080
 DK5080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5080.GEOID18 height accuracy estimate available here.
 DK5080
 DK5080.Click photographs - Photos may exist for this station.
 DK5080
 DK5080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5080
 DK5080.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5080
 DK5080.The ellipsoidal height was determined by GPS observations
 DK5080.and is referenced to NAD 83.
 DK5080
 DK5080. The following values were computed from the NAD 83(2011) position.
 DK5080
 DK5080;                    North         East     Units Scale Factor Converg.
 DK5080;SPC WI C     -    72,922.631   582,218.702   MT  0.99996336   -0 09 27.8
 DK5080;SPC WI C     -   239,247.00  1,910,162.52   sFT  0.99996336   -0 09 27.8
 DK5080;UTM  15      - 4,929,978.985   720,763.355   MT  1.00019939   +1 56 47.2
 DK5080
 DK5080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5080!SPC WI C     -   0.99995356  x   0.99996336  =   0.99991692
 DK5080!UTM  15      -   0.99995356  x   1.00019939  =   1.00015294
 DK5080
 DK5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2076329978(NAD 83)
 DK5080
 DK5080                          SUPERSEDED SURVEY CONTROL
 DK5080
 DK5080  NAD 83(2007)-  44 29 21.75424(N)    090 13 24.77671(W) AD(2002.00) 1
 DK5080  ELLIP H (07/29/08)  296.236  (m)                       GP(2002.00) 3 1
 DK5080  NAVD 88 (07/29/08)  330.39   (m)  GEOID03  model used  GPS OBS        
 DK5080
 DK5080.Superseded values are not recommended for survey control.
 DK5080
 DK5080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5080.See file dsdata.pdf to determine how the superseded data were derived.
 DK5080
 DK5080_MARKER: DD = SURVEY DISK
 DK5080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5080_STAMPING: CARY E GPS 2005
 DK5080_MARK LOGO: WIDT
 DK5080_PROJECTION: FLUSH
 DK5080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5080+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DK5080
 DK5080  HISTORY     - Date     Condition        Report By
 DK5080  HISTORY     - 2004     MONUMENTED       WIDT
 DK5080  HISTORY     - 20060911 GOOD             WIDT
 DK5080  HISTORY     - 20101004 GOOD             WIDT
 DK5080
 DK5080                          STATION DESCRIPTION
 DK5080
 DK5080'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5080'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DK5080'HIGHWAY CC TO THE WEST AND ROCKY RUN ROAD TO THE EAST ABOUT 5 MI (8.0
 DK5080'KM) NORTHWEST OF THE CITY OF PITTSVILLE, GO WEST ON COUNTY HIGHWAY CC
 DK5080'FOR 1.9 MI (3.1 KM) TO COUNTY HIGHWAY B, TURN LEFT AND GO SOUTH ON
 DK5080'COUNTY HIGHWAY B FOR 0.5 MI (0.8 KM) TO STEFFEK ROAD ON THE RIGHT,
 DK5080'TURN RIGHT AND GO WEST ON STEFFEK ROAD FOR 0.2 MI (0.3 KM) TO THE
 DK5080'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DK5080'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DK5080'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DK5080'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DK5080'9.6 M (31.5 FT) SOUTH OF THE CENTER OF STEFFEK ROAD, 49 M (160.8 FT)
 DK5080'EAST OF A PRIVATE ENTRANCE --10185--, AND 1.0 M (3.3 FT) EAST AND WEST
 DK5080'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5080'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5080'HORIZON.
 DK5080
 DK5080                          STATION RECOVERY (2010)
 DK5080
 DK5080'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK5080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0517 ***********************************************************************
 PM0517  DESIGNATION -  CASCO
 PM0517  PID         -  PM0517
 PM0517  STATE/COUNTY-  WI/KEWAUNEE
 PM0517  COUNTRY     -  US
 PM0517  USGS QUAD   -  CASCO (2018)
 PM0517
 PM0517                         *CURRENT SURVEY CONTROL
 PM0517  ______________________________________________________________________
 PM0517* NAD 83(1991) POSITION- 44 32 42.95456(N) 087 35 17.93053(W)   ADJUSTED
 PM0517* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 PM0517  ______________________________________________________________________
 PM0517  GEOID HEIGHT    -        -36.325 (meters)                     GEOID18
 PM0517  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 PM0517  HORZ ORDER      -  THIRD
 PM0517
 PM0517.The horizontal coordinates were established by classical geodetic methods
 PM0517.and adjusted by the National Geodetic Survey in November 1991.
 PM0517
 PM0517.The orthometric height was scaled from a topographic map.
 PM0517
 PM0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0517.GEOID18 height accuracy estimate available here.
 PM0517
 PM0517.Click photographs - Photos may exist for this station.
 PM0517
 PM0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0517
 PM0517. The following values were computed from the NAD 83(1991) position.
 PM0517
 PM0517;                    North         East     Units Scale Factor Converg.
 PM0517;SPC WI C     -    81,954.033   791,615.515   MT  0.99995729   +1 42 05.9
 PM0517;SPC WI C     -   268,877.52  2,597,158.57   sFT  0.99995729   +1 42 05.9
 PM0517;UTM  16      - 4,932,605.450   453,266.544   MT  0.99962686   -0 24 45.7
 PM0517
 PM0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0517!SPC WI C     -   0.99996791  x   0.99995729  =   0.99992520
 PM0517!UTM  16      -   0.99996791  x   0.99962686  =   0.99959478
 PM0517
 PM0517:                Primary Azimuth Mark                     Grid Az
 PM0517:SPC WI C     -  CASCO AZ MK                              136 49 37.8
 PM0517:UTM  16      -  CASCO AZ MK                              138 56 29.4
 PM0517
 PM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5326632605(NAD 83)
 PM0517
 PM0517|---------------------------------------------------------------------|
 PM0517| PID    Reference Object                     Distance      Geod. Az  |
 PM0517|                                                           dddmmss.s |
 PM0517| CJ4400 CASCO RM 1                            9.114 METERS 10802     |
 PM0517| CJ4399 CASCO AZ MK                                        1383143.7 |
 PM0517| CJ5942 KROK PP                                            17633     |
 PM0517| CJ4401 CASCO RM 2                            9.022 METERS 20059     |
 PM0517| PM0521 CASCO HOLY TRINITY CATH CH          APPROX. 2.5 KM 2894112.5 |
 PM0517|---------------------------------------------------------------------|
 PM0517
 PM0517                          SUPERSEDED SURVEY CONTROL
 PM0517
 PM0517  NAD 83(1986)-  44 32 42.94629(N)    087 35 17.91721(W) AD(       ) 3
 PM0517  NAD 27      -  44 32 42.95400(N)    087 35 17.59700(W) AD(       ) 3
 PM0517
 PM0517.Superseded values are not recommended for survey control.
 PM0517
 PM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0517.See file dsdata.pdf to determine how the superseded data were derived.
 PM0517
 PM0517_MARKER: DS = TRIANGULATION STATION DISK
 PM0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0517_STAMPING: CASCO 1953
 PM0517_MARK LOGO: CGS
 PM0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0517+STABILITY: SURFACE MOTION
 PM0517
 PM0517  HISTORY     - Date     Condition        Report By
 PM0517  HISTORY     - 1953     MONUMENTED       CGS
 PM0517  HISTORY     - 1976     SEE DESCRIPTION  WIDT
 PM0517  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0517
 PM0517                          STATION DESCRIPTION
 PM0517
 PM0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0517'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF KEWAUNEE, 1-1/2
 PM0517'MILES EAST OF CASCO IN A TRIANGLE FORMED BY THE INTERSECTION OF
 PM0517'COUNTY HIGHWAY E AND A PAVED ROAD AND IS ON ROAD RIGHT-OF-WAY.  IT IS
 PM0517'105 FEET SOUTH OF A Y INTERSECTION, 74 FEET NORTH OF THE
 PM0517'INTERSECTION OF COUNTY HIGHWAY E AND A PAVED ROAD, 28 FEET EAST OF
 PM0517'THE CENTER OF A GRAVEL ROAD AND 5 FEET NORTHWEST OF A WHITE
 PM0517'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PM0517'CASCO 1953.
 PM0517'
 PM0517'REFERENCE MARK NO. 1 IS 86 FEET NORTHWEST OF A POWER LINE POLE AND 36
 PM0517'FEET WEST OF THE CENTER OF HIGHWAY E.  THE MARK PROJECTS 2 INCHES
 PM0517'AND THE DISK IS STAMPED CASCO NO 1 1953.
 PM0517'
 PM0517'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF THE INTERSECTION AND 28 FEET
 PM0517'EAST OF THE CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS 2 INCHES AND
 PM0517'THE DISK IS STAMPED CASCO NO 2 1953.
 PM0517'
 PM0517'AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF HIGHWAY E, 2 FEET NORTH
 PM0517'OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 PM0517'PROJECTS 4 INCHES AND THE DISK IS STAMPED CASCO 1953.
 PM0517'
 PM0517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 AND COUNTY
 PM0517'HIGHWAY E, ABOUT 1.5 MILES EAST OF CASCO, GO SOUTH ON HIGHWAY E FOR
 PM0517'0.95 MILE TO A TRIANGLE FORMED BY HIGHWAY E AND A PAVED ROAD AND
 PM0517'THE STATION AS DESCRIBED.
 PM0517'
 PM0517'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND THEN SOUTH ON
 PM0517'HIGHWAY E FOR 0.5 MILE TO THE MARK ON THE EAST SIDE OF ROAD AS
 PM0517'DESCRIBED.
 PM0517'
 PM0517'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PM0517
 PM0517                          STATION RECOVERY (1976)
 PM0517
 PM0517'RECOVERY NOTE BY WI DEPT OF TRANSP 1976 (GCS)
 PM0517'WE HAD OCCASION TO USE THIS MARK BUT COULD NOT CHECK OUR CLOSURE.
 PM0517'FURTHER INVESTIGATION REVEALED THAT THE MARK WAS MOVED DURING
 PM0517'RECONSTRUCTION OF THE HIGHWAY.  THE STATION AND RM 2 WERE MOVED AND
 PM0517'RM-1 IS INTACT.  WE CONTINUE OUR SEARCH AND FOUND THE UNDERGROUND
 PM0517'MARK HAS NOT BEEN DISTURBED, SO WE WERE ABLE TO USE IT.  THE MARK WAS
 PM0517'MOVED ABOUT 19.3 FT N 37 DEG W.
 PM0517
 PM0517                          STATION RECOVERY (2003)
 PM0517
 PM0517'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0517'STATION, RM1, RM2 AND AZ MARK WERE NOT FOUND.  GO 0.95 MILE SOUTH OF
 PM0517'HIGHWAY 54 ON CTH E TO ROCKLEDGE ROAD.  NEW POWER POLES HAVE BEEN
 PM0517'INSTALLED AND NO WITNESS POST FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN6853 ***********************************************************************
 DN6853  HT_MOD      -  This is a Height Modernization Survey Station.
 DN6853  DESIGNATION -  CASCO GPS
 DN6853  PID         -  DN6853
 DN6853  STATE/COUNTY-  WI/KEWAUNEE
 DN6853  COUNTRY     -  US
 DN6853  USGS QUAD   -  CASCO (2018)
 DN6853
 DN6853                         *CURRENT SURVEY CONTROL
 DN6853  ______________________________________________________________________
 DN6853* NAD 83(2011) POSITION- 44 31 50.69783(N) 087 33 46.14931(W)   ADJUSTED
 DN6853* NAD 83(2011) ELLIP HT-   186.178 (meters)        (04/14/17)   ADJUSTED
 DN6853* NAD 83(2011) EPOCH   -  2010.00
 DN6853* NAVD 88 ORTHO HEIGHT -   222.51  (meters)      730.0   (feet) GPS OBS
 DN6853  ______________________________________________________________________
 DN6853  GEOID HEIGHT    -        -36.334 (meters)                     GEOID18
 DN6853  NAD 83(2011) X  -    193,673.243 (meters)                     COMP
 DN6853  NAD 83(2011) Y  - -4,550,325.597 (meters)                     COMP
 DN6853  NAD 83(2011) Z  -  4,450,455.249 (meters)                     COMP
 DN6853  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 DN6853
 DN6853  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6853  Standards:
 DN6853         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6853            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6853  -------------------------------------------------------------------
 DN6853  NETWORK    0.52   0.63           0.23   0.19   0.32      0.12772207
 DN6853  -------------------------------------------------------------------
 DN6853  Click here for local accuracies and other accuracy information.
 DN6853
 DN6853.The horizontal coordinates were established by GPS observations
 DN6853.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DN6853
 DN6853.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6853.been affixed to the stable North American tectonic plate. See 
 DN6853.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6853
 DN6853.The horizontal coordinates are valid at the epoch date displayed above
 DN6853.which is a decimal equivalence of Year/Month/Day.
 DN6853
 DN6853.The orthometric height was determined by GPS observations and a
 DN6853.high-resolution geoid model using precise GPS observation and
 DN6853.processing techniques.
 DN6853
 DN6853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6853.GEOID18 height accuracy estimate available here.
 DN6853
 DN6853.Click photographs - Photos may exist for this station.
 DN6853
 DN6853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6853
 DN6853.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6853
 DN6853.The ellipsoidal height was determined by GPS observations
 DN6853.and is referenced to NAD 83.
 DN6853
 DN6853. The following values were computed from the NAD 83(2011) position.
 DN6853
 DN6853;                    North         East     Units Scale Factor Converg.
 DN6853;SPC WI C     -    80,402.273   793,688.947   MT  0.99995878   +1 43 10.6
 DN6853;SPC WI C     -   263,786.46  2,603,961.15   sFT  0.99995878   +1 43 10.6
 DN6853;UTM  16      - 4,930,978.791   455,280.646   MT  0.99962459   -0 23 40.9
 DN6853
 DN6853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6853!SPC WI C     -   0.99997081  x   0.99995878  =   0.99992959
 DN6853!UTM  16      -   0.99997081  x   0.99962459  =   0.99959541
 DN6853
 DN6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5528030978(NAD 83)
 DN6853
 DN6853                          SUPERSEDED SURVEY CONTROL
 DN6853
 DN6853  NAD 83(2007)-  44 31 50.69802(N)    087 33 46.15040(W) AD(2002.00) 1
 DN6853  ELLIP H (04/03/12)  186.189  (m)                       GP(2002.00) 4 1
 DN6853  NAVD 88 (02/22/13)  222.51   (m)  GEOID12A model used  GPS OBS        
 DN6853
 DN6853.Superseded values are not recommended for survey control.
 DN6853
 DN6853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6853.See file dsdata.pdf to determine how the superseded data were derived.
 DN6853
 DN6853_MARKER: DD = SURVEY DISK
 DN6853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN6853_STAMPING: CASCO GPS 2008
 DN6853_MARK LOGO: WIDT
 DN6853_PROJECTION: FLUSH
 DN6853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN6853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6853+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DN6853
 DN6853  HISTORY     - Date     Condition        Report By
 DN6853  HISTORY     - 2008     MONUMENTED       WIDT
 DN6853  HISTORY     - 20081013 GOOD             WIDT
 DN6853  HISTORY     - 20150420 GOOD             WIDT
 DN6853
 DN6853                          STATION DESCRIPTION
 DN6853
 DN6853'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN6853'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DN6853'HIGHWAY EAST SOUTH AND PLEASANT ROAD NORTH APPROXIMATELY 1 MI (1.6 KM)
 DN6853'EAST OF THE VILLAGE OF CASCO, GO SOUTH ON COUNTY HIGHWAY EAST FOR 2.1
 DN6853'MI (3.4 KM) TO COUNTY HIGHWAY T RIGHT AND CHURCH ROAD LEFT IN THE
 DN6853'COMMUNITY OF SLOVAN.  TURN LEFT AND GO EAST ON CHURCH ROAD FOR 1.0 MI
 DN6853'(1.6 KM) TO ROSEBUD ROAD AND THE STATION IN THE NORTHWEST QUADRANT ON
 DN6853'THE LEFT.
 DN6853'
 DN6853'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN6853'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM (16
 DN6853'INCH) DIAMETER ROUND CONCRETE POST 2.5 M (8.2 FT) DEEP, FLUSH WITH THE
 DN6853'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN6853'THE STATION IS 11.8 M (38.7 FT) NORTH OF THE CENTERLINE OF CHURCH
 DN6853'ROAD, 12.9 M (42.3 FT) WEST OF THE CENTERLINE OF ROSEBUD ROAD, 5.4 M
 DN6853'(17.7 FT) WEST OF A -STOP- WOODEN SIGN POST, 2.6 M (8.5 FT) NORTHWEST
 DN6853'OF A -CAUTION BURIED CABLE- METAL SIGN POST AND 1.0 M (3.3 FT) EAST,
 DN6853'1.0 M (3.3 FT) NORTHWEST AND 1.0 M (3.3 FT) SOUTHWEST OF THREE ORANGE
 DN6853'4X4 PLASTIC GUARD POSTS.
 DN6853'
 DN6853'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN6853'DEGREES ABOVE THE HORIZON.
 DN6853
 DN6853                          STATION RECOVERY (2015)
 DN6853
 DN6853'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DN6853'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0521 ***********************************************************************
 PM0521  DESIGNATION -  CASCO HOLY TRINITY CATH CH
 PM0521  PID         -  PM0521
 PM0521  STATE/COUNTY-  WI/KEWAUNEE
 PM0521  COUNTRY     -  US
 PM0521  USGS QUAD   -  CASCO (2018)
 PM0521
 PM0521                         *CURRENT SURVEY CONTROL
 PM0521  ______________________________________________________________________
 PM0521* NAD 83(1991) POSITION- 44 33 09.97981(N) 087 37 03.61830(W)   ADJUSTED
 PM0521  ______________________________________________________________________
 PM0521  GEOID HEIGHT    -        -36.311 (meters)                     GEOID18
 PM0521  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 PM0521  HORZ ORDER      -  THIRD
 PM0521
 PM0521.The horizontal coordinates were established by classical geodetic methods
 PM0521.and adjusted by the National Geodetic Survey in November 1991.
 PM0521
 PM0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0521.GEOID18 height accuracy estimate available here.
 PM0521
 PM0521.Click photographs - Photos may exist for this station.
 PM0521
 PM0521.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0521
 PM0521. The following values were computed from the NAD 83(1991) position.
 PM0521
 PM0521;                    North         East     Units Scale Factor Converg.
 PM0521;SPC WI C     -    82,718.986   789,259.163   MT  0.99995655   +1 40 51.3
 PM0521;SPC WI C     -   271,387.21  2,589,427.77   sFT  0.99995655   +1 40 51.3
 PM0521;UTM  16      - 4,933,456.535   450,940.782   MT  0.99962960   -0 26 00.0
 PM0521
 PM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5094033456(NAD 83)
 PM0521
 PM0521                          SUPERSEDED SURVEY CONTROL
 PM0521
 PM0521  NAD 83(1986)-  44 33 09.97151(N)    087 37 03.60521(W) AD(       ) 3
 PM0521  NAD 27      -  44 33 09.98100(N)    087 37 03.28000(W) AD(       ) 3
 PM0521
 PM0521.Superseded values are not recommended for survey control.
 PM0521
 PM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0521.See file dsdata.pdf to determine how the superseded data were derived.
 PM0521
 PM0521_MARKER: 91 = CHURCH CROSS
 PM0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0521+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2002
 PM0521
 PM0521  HISTORY     - Date     Condition        Report By
 PM0521  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0521  HISTORY     - 19950906 GOOD             USPSQD
 PM0521  HISTORY     - 20021104 GOOD             USPSQD
 PM0521  HISTORY     - 20040304 GOOD             USPSQD
 PM0521
 PM0521                          STATION DESCRIPTION
 PM0521
 PM0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0521'THE STATION IS A CROSS ON TOP OF THE SPIRE OF HOLY TRINITY CATHOLIC
 PM0521'CHURCH IN CASCO.  THE CHURCH IS LOCATED ON THE EAST SIDE OF COUNTY
 PM0521'ROAD C, ABOUT 0.4 MILE SOUTH OF THE INTERSECTION OF COUNTY ROAD C
 PM0521'AND STATE HIGHWAY 54.  THE CHURCH IS CONSTRUCTED OF YELLOW BRICK,
 PM0521'THE SPIRE IS PAINTED GREY AND RISES TO ABOUT 125 FEET ABOVE THE
 PM0521'GROUND.  THE CROSS ON TOP HAS A CIRCLE SUPERIMPOSED UPON IT, AND IS
 PM0521'PAINTED GOLD.
 PM0521
 PM0521                          STATION RECOVERY (1995)
 PM0521
 PM0521'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0521'RECOVERED IN GOOD CONDITION.
 PM0521
 PM0521                          STATION RECOVERY (2002)
 PM0521
 PM0521'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0521'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS
 PM0521'CORRECT.  IT IS LOCATED ON THE EAST SIDE OF COUNTY HIGHWAY C BETWEEN
 PM0521'4TH STREET AND 5TH STREET EXTENDED, ABOUT 0.4 MILE SOUTH OF THE
 PM0521'INTERSECTION OF COUNTY ROAD C AND STATE HIGHWAY 54 IN CASCO.
 PM0521
 PM0521                          STATION RECOVERY (2004)
 PM0521
 PM0521'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7217 ***********************************************************************
 DN7217  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7217  DESIGNATION -  CASEY N GPS
 DN7217  PID         -  DN7217
 DN7217  STATE/COUNTY-  WI/WASHBURN
 DN7217  COUNTRY     -  US
 DN7217  USGS QUAD   -  DUNN LAKE (2019)
 DN7217
 DN7217                         *CURRENT SURVEY CONTROL
 DN7217  ______________________________________________________________________
 DN7217* NAD 83(2011) POSITION- 45 58 16.42854(N) 091 58 25.14468(W)   ADJUSTED
 DN7217* NAD 83(2011) ELLIP HT-   290.565 (meters)        (04/15/13)   ADJUSTED
 DN7217* NAD 83(2011) EPOCH   -  2010.00
 DN7217* NAVD 88 ORTHO HEIGHT -   318.00  (meters)     1043.3   (feet) GPS OBS
 DN7217  ______________________________________________________________________
 DN7217  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7217  GEOID HEIGHT    -        -27.440 (meters)                     GEOID12A
 DN7217  GEOID HEIGHT    -        -27.433 (meters)                     GEOID18
 DN7217  NAD 83(2011) X  -   -152,941.466 (meters)                     COMP
 DN7217  NAD 83(2011) Y  - -4,438,187.374 (meters)                     COMP
 DN7217  NAD 83(2011) Z  -  4,563,234.499 (meters)                     COMP
 DN7217  LAPLACE CORR    -        -11.32  (seconds)                    DEFLEC18
 DN7217
 DN7217  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7217  Standards:
 DN7217         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7217            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7217  -------------------------------------------------------------------
 DN7217  NETWORK    0.70   1.27           0.32   0.24   0.65      0.06532858
 DN7217  -------------------------------------------------------------------
 DN7217  Click here for local accuracies and other accuracy information.
 DN7217
 DN7217.The horizontal coordinates were established by GPS observations
 DN7217.and adjusted by the National Geodetic Survey in April 2013.
 DN7217
 DN7217.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7217.been affixed to the stable North American tectonic plate. See 
 DN7217.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7217
 DN7217.The horizontal coordinates are valid at the epoch date displayed above
 DN7217.which is a decimal equivalence of Year/Month/Day.
 DN7217
 DN7217.The orthometric height was determined by GPS observations and a
 DN7217.high-resolution geoid model using precise GPS observation and
 DN7217.processing techniques.
 DN7217
 DN7217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7217.GEOID18 height accuracy estimate available here.
 DN7217
 DN7217.Click photographs - Photos may exist for this station.
 DN7217
 DN7217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7217
 DN7217.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7217
 DN7217.The ellipsoidal height was determined by GPS observations
 DN7217.and is referenced to NAD 83.
 DN7217
 DN7217. The following values were computed from the NAD 83(2011) position.
 DN7217
 DN7217;                    North         East     Units Scale Factor Converg.
 DN7217;SPC WI N     -    91,322.512   447,058.445   MT  0.99995120   -1 25 25.4
 DN7217;SPC WI N     -   299,613.94  1,466,724.25   sFT  0.99995120   -1 25 25.4
 DN7217;UTM  15      - 5,091,363.043   579,513.596   MT  0.99967772   +0 44 16.7
 DN7217
 DN7217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7217!SPC WI N     -   0.99995445  x   0.99995120  =   0.99990565
 DN7217!UTM  15      -   0.99995445  x   0.99967772  =   0.99963219
 DN7217
 DN7217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7951391363(NAD 83)
 DN7217
 DN7217                          SUPERSEDED SURVEY CONTROL
 DN7217
 DN7217  NAD 83(2007)-  45 58 16.42859(N)    091 58 25.14525(W) AD(2002.00) 1
 DN7217  ELLIP H (04/06/12)  290.600  (m)                       GP(2002.00) 1 1
 DN7217
 DN7217.Superseded values are not recommended for survey control.
 DN7217
 DN7217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7217.See file dsdata.pdf to determine how the superseded data were derived.
 DN7217
 DN7217_MARKER: DD = SURVEY DISK
 DN7217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7217_STAMPING: CASEY N GPS 2006
 DN7217_MARK LOGO: WIDT
 DN7217_PROJECTION: FLUSH
 DN7217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7217+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DN7217
 DN7217  HISTORY     - Date     Condition        Report By
 DN7217  HISTORY     - 2005     MONUMENTED       WIDT
 DN7217  HISTORY     - 20100928 GOOD             WIDT
 DN7217
 DN7217                          STATION DESCRIPTION
 DN7217
 DN7217'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7217'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY E WITH COUNTY
 DN7217'HIGHWAY K APPROXIMATELY 3 MI (4.8 KM) WEST OF THE COMMUNITY OF TREGO,
 DN7217'GO NORTH ON COUNTY HIGHWAY K FOR 2.9 MI (4.7 KM) TO SPRING LAKE ROAD
 DN7217'LEFT.  TURN LEFT AND GO WEST ON SPRING LAKE ROAD FOR 2.0 MI (3.2 KM)
 DN7217'TO ISLAND LAKE ROAD.  TURN RIGHT AND GO NORTH ON ISLAND LAKE ROAD FOR
 DN7217'2.8 MI (4.5 KM) TO LEISURE LAKE ROAD.  TURN LEFT AND GO WEST ON
 DN7217'LEISURE LAKE ROAD FOR 1.0 MI (1.6 KM) TO ROSEWOOD ROAD RIGHT AND THE
 DN7217'STATION ON THE RIGHT.
 DN7217'
 DN7217'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7217'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7217'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7217'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.  THE STATION IS
 DN7217'5.6 M (18.4 FT) NORTH OF THE CENTER OF LEISURE LAKE ROAD, 25.4 M (83.3
 DN7217'FT) WEST OF THE CENTER OF ROSEWOOD ROAD, 14.1 M (46.3 FT) SOUTHWEST OF
 DN7217'THE SOUTHWEST POST OF A -ROSEWOOD CEMETERY- SIGN AND IS 1 M (3.3 FT)
 DN7217'FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7217'
 DN7217'-NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE SOUTH
 DN7217'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7218 ***********************************************************************
 DN7218  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7218  DESIGNATION -  CASEY W GPS
 DN7218  PID         -  DN7218
 DN7218  STATE/COUNTY-  WI/WASHBURN
 DN7218  COUNTRY     -  US
 DN7218  USGS QUAD   -  MCKENZIE LAKE (2018)
 DN7218
 DN7218                         *CURRENT SURVEY CONTROL
 DN7218  ______________________________________________________________________
 DN7218* NAD 83(2011) POSITION- 45 56 19.12497(N) 092 01 29.61461(W)   ADJUSTED
 DN7218* NAD 83(2011) ELLIP HT-   319.582 (meters)        (04/15/13)   ADJUSTED
 DN7218* NAD 83(2011) EPOCH   -  2010.00
 DN7218* NAVD 88 ORTHO HEIGHT -   346.97  (meters)     1138.4   (feet) GPS OBS
 DN7218  ______________________________________________________________________
 DN7218  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7218  GEOID HEIGHT    -        -27.394 (meters)                     GEOID12A
 DN7218  GEOID HEIGHT    -        -27.390 (meters)                     GEOID18
 DN7218  NAD 83(2011) X  -   -157,003.334 (meters)                     COMP
 DN7218  NAD 83(2011) Y  - -4,440,670.776 (meters)                     COMP
 DN7218  NAD 83(2011) Z  -  4,560,737.300 (meters)                     COMP
 DN7218  LAPLACE CORR    -        -11.72  (seconds)                    DEFLEC18
 DN7218
 DN7218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7218  Standards:
 DN7218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7218  -------------------------------------------------------------------
 DN7218  NETWORK    1.30   2.35           0.58   0.47   1.20      0.13081070
 DN7218  -------------------------------------------------------------------
 DN7218  Click here for local accuracies and other accuracy information.
 DN7218
 DN7218.The horizontal coordinates were established by GPS observations
 DN7218.and adjusted by the National Geodetic Survey in April 2013.
 DN7218
 DN7218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7218.been affixed to the stable North American tectonic plate. See 
 DN7218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7218
 DN7218.The horizontal coordinates are valid at the epoch date displayed above
 DN7218.which is a decimal equivalence of Year/Month/Day.
 DN7218
 DN7218.The orthometric height was determined by GPS observations and a
 DN7218.high-resolution geoid model using precise GPS observation and
 DN7218.processing techniques.
 DN7218
 DN7218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7218.GEOID18 height accuracy estimate available here.
 DN7218
 DN7218.Click photographs - Photos may exist for this station.
 DN7218
 DN7218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7218
 DN7218.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7218
 DN7218.The ellipsoidal height was determined by GPS observations
 DN7218.and is referenced to NAD 83.
 DN7218
 DN7218. The following values were computed from the NAD 83(2011) position.
 DN7218
 DN7218;                    North         East     Units Scale Factor Converg.
 DN7218;SPC WI N     -    87,802.050   442,996.174   MT  0.99995330   -1 27 38.5
 DN7218;SPC WI N     -   288,063.89  1,453,396.61   sFT  0.99995330   -1 27 38.5
 DN7218;UTM  15      - 5,087,692.889   575,588.092   MT  0.99967024   +0 42 02.7
 DN7218
 DN7218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7218!SPC WI N     -   0.99994990  x   0.99995330  =   0.99990320
 DN7218!UTM  15      -   0.99994990  x   0.99967024  =   0.99962016
 DN7218
 DN7218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7558887692(NAD 83)
 DN7218
 DN7218                          SUPERSEDED SURVEY CONTROL
 DN7218
 DN7218  NAD 83(2007)-  45 56 19.12505(N)    092 01 29.61516(W) AD(2002.00) 1
 DN7218  ELLIP H (04/06/12)  319.614  (m)                       GP(2002.00) 1 1
 DN7218
 DN7218.Superseded values are not recommended for survey control.
 DN7218
 DN7218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7218.See file dsdata.pdf to determine how the superseded data were derived.
 DN7218
 DN7218_MARKER: DD = SURVEY DISK
 DN7218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7218_STAMPING: CASEY W GPS 2006
 DN7218_MARK LOGO: WIDT
 DN7218_PROJECTION: FLUSH
 DN7218_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7218+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DN7218
 DN7218  HISTORY     - Date     Condition        Report By
 DN7218  HISTORY     - 2005     MONUMENTED       WIDT
 DN7218  HISTORY     - 20100928 GOOD             WIDT
 DN7218
 DN7218                          STATION DESCRIPTION
 DN7218
 DN7218'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7218'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 53 AND 63 WITH
 DN7218'COUNTY HIGHWAY E WEST IN THE COMMUNITY OF TREGO, GO WEST ON COUNTY
 DN7218'HIGHWAY E FOR 11.0 MI (17.7 KM) TO DEER HOLLOW ROAD RIGHT.  TURN RIGHT
 DN7218'AND GO NORTH ON DEER HOLLOW ROAD FOR 0.86 MI (1.4 KM) TO THE STATION
 DN7218'ON THE RIGHT.
 DN7218'
 DN7218'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7218'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7218'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7218'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD SURFACE.  THE STATION IS
 DN7218'9.4 M (30.8 FT) EAST OF THE CENTERLINE OF DEER HOLLOW ROAD,
 DN7218'APPROXIMATELY 114 M (374.0 FT) NORTH OF TELEPHONE PEDESTAL -2C 19A 18
 DN7218'5- ATTACHED TO A WOODEN POST WITH AN ORANGE -WARNING BURIED CABLE-
 DN7218'SIGN, 43.5 M (142.7 FT) NORTH OF THE CENTERLINE OF A WOODS ENTRANCE
 DN7218'AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DN7218'SURROUNDING THE STATION.
 DN7218'
 DN7218'-NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE WEST
 DN7218'QUADRANTS EXTENDING TO 40 DEGREES, TREES TO THE EAST EXTENDING TO 30
 DN7218'DEGREES AND TREES TO THE SOUTH EXTENDING TO 20 DEGREES ABOVE THE
 DN7218'HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1142 ***********************************************************************
 ON1142  DESIGNATION -  CASHTON CHURCH BELFRY
 ON1142  PID         -  ON1142
 ON1142  STATE/COUNTY-  WI/MONROE
 ON1142  COUNTRY     -  US
 ON1142  USGS QUAD   -  WESTBY (2018)
 ON1142
 ON1142                         *CURRENT SURVEY CONTROL
 ON1142  ______________________________________________________________________
 ON1142* NAD 83(1996) POSITION- 43 44 46.26003(N) 090 46 36.85471(W)   ADJUSTED
 ON1142  ______________________________________________________________________
 ON1142  GEOID HEIGHT    -        -33.220 (meters)                     GEOID18
 ON1142  LAPLACE CORR    -         -6.46  (seconds)                    DEFLEC18
 ON1142  HORZ ORDER      -  THIRD
 ON1142
 ON1142.The horizontal coordinates were established by classical geodetic methods
 ON1142.and adjusted by the National Geodetic Survey in March 1999.
 ON1142
 ON1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1142.GEOID18 height accuracy estimate available here.
 ON1142
 ON1142.Click photographs - Photos may exist for this station.
 ON1142
 ON1142.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1142
 ON1142. The following values were computed from the NAD 83(1996) position.
 ON1142
 ON1142;                    North         East     Units Scale Factor Converg.
 ON1142;SPC WI S     -   194,277.995   537,426.448   MT  0.99995064   -0 32 01.7
 ON1142;SPC WI S     -   637,393.72  1,763,206.60   sFT  0.99995064   -0 32 01.7
 ON1142;UTM  15      - 4,846,084.365   678,994.841   MT  0.99999409   +1 32 15.4
 ON1142
 ON1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7899446084(NAD 83)
 ON1142
 ON1142                          SUPERSEDED SURVEY CONTROL
 ON1142
 ON1142  NAD 83(1991)-  43 44 46.25923(N)    090 46 36.85454(W) AD(       ) 3
 ON1142  NAD 83(1986)-  43 44 46.25776(N)    090 46 36.85818(W) AD(       ) 3
 ON1142  NAD 27      -  43 44 46.36000(N)    090 46 36.40000(W) AD(       ) 3
 ON1142
 ON1142.Superseded values are not recommended for survey control.
 ON1142
 ON1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1142.See file dsdata.pdf to determine how the superseded data were derived.
 ON1142
 ON1142_MARKER: 75 = BELFRY
 ON1142
 ON1142  HISTORY     - Date     Condition        Report By
 ON1142  HISTORY     - 1930     FIRST OBSERVED   CGS
 ON1142
 ON1142                          STATION DESCRIPTION
 ON1142
 ON1142'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1143 ***********************************************************************
 ON1143  DESIGNATION -  CASHTON WATER TANK
 ON1143  PID         -  ON1143
 ON1143  STATE/COUNTY-  WI/MONROE
 ON1143  COUNTRY     -  US
 ON1143  USGS QUAD   -  WESTBY (2018)
 ON1143
 ON1143                         *CURRENT SURVEY CONTROL
 ON1143  ______________________________________________________________________
 ON1143* NAD 83(1996) POSITION- 43 44 37.81201(N) 090 46 50.30585(W)   ADJUSTED
 ON1143  ______________________________________________________________________
 ON1143  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 ON1143  LAPLACE CORR    -         -6.62  (seconds)                    DEFLEC18
 ON1143  HORZ ORDER      -  THIRD
 ON1143
 ON1143.The horizontal coordinates were established by classical geodetic methods
 ON1143.and adjusted by the National Geodetic Survey in March 1999.
 ON1143
 ON1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1143.GEOID18 height accuracy estimate available here.
 ON1143
 ON1143.Click photographs - Photos may exist for this station.
 ON1143
 ON1143.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1143
 ON1143. The following values were computed from the NAD 83(1996) position.
 ON1143
 ON1143;                    North         East     Units Scale Factor Converg.
 ON1143;SPC WI S     -   194,020.097   537,123.076   MT  0.99995039   -0 32 11.0
 ON1143;SPC WI S     -   636,547.60  1,762,211.29   sFT  0.99995039   -0 32 11.0
 ON1143;UTM  15      - 4,845,815.659   678,700.976   MT  0.99999280   +1 32 05.8
 ON1143
 ON1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7870045815(NAD 83)
 ON1143
 ON1143                          SUPERSEDED SURVEY CONTROL
 ON1143
 ON1143  NAD 83(1991)-  43 44 37.81119(N)    090 46 50.30569(W) AD(       ) 3
 ON1143  NAD 83(1986)-  43 44 37.80972(N)    090 46 50.30927(W) AD(       ) 3
 ON1143  NAD 27      -  43 44 37.91000(N)    090 46 49.85000(W) AD(       ) 3
 ON1143
 ON1143.Superseded values are not recommended for survey control.
 ON1143
 ON1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1143.See file dsdata.pdf to determine how the superseded data were derived.
 ON1143
 ON1143_MARKER: 51 = TANK
 ON1143
 ON1143  HISTORY     - Date     Condition        Report By
 ON1143  HISTORY     - 1930     FIRST OBSERVED   CGS
 ON1143
 ON1143                          STATION DESCRIPTION
 ON1143
 ON1143'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1183 ***********************************************************************
 PN1183  DESIGNATION -  CASIMIR
 PN1183  PID         -  PN1183
 PN1183  STATE/COUNTY-  WI/PORTAGE
 PN1183  COUNTRY     -  US
 PN1183  USGS QUAD   -  STEVENS POINT (2018)
 PN1183
 PN1183                         *CURRENT SURVEY CONTROL
 PN1183  ______________________________________________________________________
 PN1183* NAD 83(1991) POSITION- 44 35 44.02063(N) 089 36 45.92329(W)   ADJUSTED
 PN1183* NAVD 88 ORTHO HEIGHT -   358.7   (meters)     1177.    (feet) VERTCON3
 PN1183  ______________________________________________________________________
 PN1183  GEOID HEIGHT    -        -35.689 (meters)                     GEOID18
 PN1183  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC18
 PN1183  HORZ ORDER      -  FIRST
 PN1183
 PN1183.The horizontal coordinates were established by classical geodetic methods
 PN1183.and adjusted by the National Geodetic Survey in November 1991.
 PN1183
 PN1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1183
 PN1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1183.GEOID18 height accuracy estimate available here.
 PN1183
 PN1183.Click photographs - Photos may exist for this station.
 PN1183
 PN1183.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1183
 PN1183. The following values were computed from the NAD 83(1991) position.
 PN1183
 PN1183;                    North         East     Units Scale Factor Converg.
 PN1183;SPC WI C     -    84,770.559   630,745.388   MT  0.99995264   +0 16 23.6
 PN1183;SPC WI C     -   278,118.08  2,069,370.49   sFT  0.99995264   +0 16 23.6
 PN1183;UTM  16      - 4,941,344.778   292,630.184   MT  1.00012885   -1 50 06.2
 PN1183
 PN1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1183!SPC WI C     -   0.99994936  x   0.99995264  =   0.99990200
 PN1183!UTM  16      -   0.99994936  x   1.00012885  =   1.00007820
 PN1183
 PN1183:                Primary Azimuth Mark                     Grid Az
 PN1183:SPC WI C     -  CASIMIR AZ MK                            170 11 25.6
 PN1183:UTM  16      -  CASIMIR AZ MK                            172 17 55.4
 PN1183
 PN1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9263041344(NAD 83)
 PN1183
 PN1183|---------------------------------------------------------------------|
 PN1183| PID    Reference Object                     Distance      Geod. Az  |
 PN1183|                                                           dddmmss.s |
 PN1183| CJ4402 CASIMIR RM 1                         24.415 METERS 09836     |
 PN1183| PN1182 CASIMIR AZ MK                       APPROX. 0.6 KM 1702749.2 |
 PN1183| CJ4403 CASIMIR RM 2                         21.694 METERS 24457     |
 PN1183|---------------------------------------------------------------------|
 PN1183
 PN1183                          SUPERSEDED SURVEY CONTROL
 PN1183
 PN1183  NAD 83(1986)-  44 35 44.01874(N)    089 36 45.93259(W) AD(       ) 1
 PN1183  NAD 27      -  44 35 44.13501(N)    089 36 45.49471(W) AD(       ) 1
 PN1183  NGVD 29 (07/19/86)  358.7    (m)         1177.     (f) VERT ANG       
 PN1183
 PN1183.Superseded values are not recommended for survey control.
 PN1183
 PN1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1183.See file dsdata.pdf to determine how the superseded data were derived.
 PN1183
 PN1183_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1183_STAMPING: CASIMIR 1980
 PN1183_MARK LOGO: NGS
 PN1183_PROJECTION: FLUSH
 PN1183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1183+STABILITY: SURFACE MOTION
 PN1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1183+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 PN1183
 PN1183  HISTORY     - Date     Condition        Report By
 PN1183  HISTORY     - 1980     MONUMENTED       NGS
 PN1183  HISTORY     - 20030122 GOOD             USPSQD
 PN1183
 PN1183                          STATION DESCRIPTION
 PN1183
 PN1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1183'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHEAST OF MOSINEE, 7
 PN1183'MILES EAST OF JUNCTION CITY AND 6-1/2 MILES NORTH-NORTHWEST OF STEVENS
 PN1183'POINT.  OWNERSHIP--STATE OF WISCONSIN, ON ROAD RIGHT-OF-WAY.
 PN1183'
 PN1183'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 PN1183'HIGHWAY 66 ON THE EAST SIDE OF STEVENS POINT, GO NORTH ON HIGHWAY 51
 PN1183'FOR 5.1 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTH ON
 PN1183'HIGHWAY 51 FOR 0.1 MILE TO THE EXIT FOR COUNTY ROUTE X.  TAKE THIS
 PN1183'EXIT AND GO 0.15 MILE TO COUNTY ROUTE X AND THE STATION AS DESCRIBED.
 PN1183'
 PN1183'THE STATION IS A STANDARD NGS DISK STAMPED---CASIMIR 1980---, SET INTO
 PN1183'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 PN1183'GROUND.  IT IS LOCATED 38.7 METERS (127 FT) SOUTHWEST FROM THE CENTER
 PN1183'OF THE ENTRANCE RAMP TO U.S. HIGHWAY 51 NORTH, 8.5 METERS (28 FT)
 PN1183'NORTHWEST FROM THE CENTER OF COUNTY ROUTE X AND 6.4 METERS (21 FT)
 PN1183'NORTHEAST FROM THE SOUTH LEG OF A STEVENS POINT SIGN.
 PN1183'
 PN1183'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---CASIMIR 1980---,
 PN1183'SET INTO AN IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 PN1183'
 PN1183'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 PN1183'---CASIMIR NO 1 1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PN1183'30 CM IN DIAMETER RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED 6.4
 PN1183'METERS (21 FT) SOUTHEAST FROM THE CENTER OF COUNTY ROUTE X AND 1.19
 PN1183'METERS (3.9 FT) SOUTHWEST FROM A METAL WITNESS POST.  THE MARK IS
 PN1183'LEVEL WITH STATION.
 PN1183'
 PN1183'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 PN1183'---CASIMIR NO 2 1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PN1183'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 25.6 METERS
 PN1183'(84 FT) NORTHEAST FROM THE NORTH ABUTMENT OF AN OVERPASS BRIDGE OVER
 PN1183'U.S. HIGHWAY 51, 10.1 METERS (33 FT) NORTHWEST FROM THE CENTER OF
 PN1183'COUNTY ROUTE X AND 4.2 METERS (13.7 FT) NORTH FROM A METAL WITNESS
 PN1183'POST.  THE MARK IS BELOW STATION 0.5 METERS.
 PN1183'
 PN1183'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 PN1183'---CASIMIR 1980---, SET INTO A ROCK OUTCROP OF 1.5 METERS LARGEST
 PN1183'DIMENSION.  IT IS LOCATED 18 METERS (59 FT) SOUTHWEST FROM THE CENTER
 PN1183'OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 51 AND 3.14 METERS (10.3 FT)
 PN1183'EAST FROM A METAL WITNESS POST.
 PN1183'
 PN1183'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---CASIMIR 1980---,
 PN1183'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 1.0 METERS
 PN1183'BELOW THE SURFACE.
 PN1183'
 PN1183'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 21.0 METERS.
 PN1183
 PN1183                          STATION RECOVERY (2003)
 PN1183
 PN1183'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1183'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ABOUT 2 FEET NORTH
 PN1183'OF THE NORTHERN ASPHALT SHOULDER OF CTH X ABOUT 1 INCH UNDER THE
 PN1183'SURFACE.  NOTE-- THE STEVENS POINT SIGN NOW HAS ONE POST.  RM 1 WAS
 PN1183'NOT FOUND.  THE DESCRIPTION PUTS IT UNDER THE ASPHALT SHOULDER OF CTH
 PN1183'X.  RM 2 WAS NOT FOUND.  THERE ARE NO WITNESS POSTS IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1182 ***********************************************************************
 PN1182  DESIGNATION -  CASIMIR AZ MK
 PN1182  PID         -  PN1182
 PN1182  STATE/COUNTY-  WI/PORTAGE
 PN1182  COUNTRY     -  US
 PN1182  USGS QUAD   -  STEVENS POINT (2018)
 PN1182
 PN1182                         *CURRENT SURVEY CONTROL
 PN1182  ______________________________________________________________________
 PN1182* NAD 83(1991) POSITION- 44 35 25.75257(N) 089 36 41.62853(W)   ADJUSTED
 PN1182* NAVD 88 ORTHO HEIGHT -   347.4   (meters)     1140.    (feet) VERTCON3
 PN1182  ______________________________________________________________________
 PN1182  GEOID HEIGHT    -        -35.702 (meters)                     GEOID18
 PN1182  LAPLACE CORR    -         -5.71  (seconds)                    DEFLEC18
 PN1182  HORZ ORDER      -  SECOND
 PN1182
 PN1182.The horizontal coordinates were established by classical geodetic methods
 PN1182.and adjusted by the National Geodetic Survey in November 1991.
 PN1182
 PN1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1182
 PN1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1182.GEOID18 height accuracy estimate available here.
 PN1182
 PN1182.Click photographs - Photos may exist for this station.
 PN1182
 PN1182.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1182
 PN1182. The following values were computed from the NAD 83(1991) position.
 PN1182
 PN1182;                    North         East     Units Scale Factor Converg.
 PN1182;SPC WI C     -    84,207.151   630,842.802   MT  0.99995307   +0 16 26.7
 PN1182;SPC WI C     -   276,269.63  2,069,690.09   sFT  0.99995307   +0 16 26.7
 PN1182;UTM  16      - 4,940,778.068   292,706.820   MT  1.00012846   -1 50 02.6
 PN1182
 PN1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1182!SPC WI C     -   0.99995113  x   0.99995307  =   0.99990420
 PN1182!UTM  16      -   0.99995113  x   1.00012846  =   1.00007959
 PN1182
 PN1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9270640778(NAD 83)
 PN1182
 PN1182                          SUPERSEDED SURVEY CONTROL
 PN1182
 PN1182  NAD 83(1986)-  44 35 25.75069(N)    089 36 41.63788(W) AD(       ) 2
 PN1182  NAD 27      -  44 35 25.86682(N)    089 36 41.20060(W) AD(       ) 2
 PN1182  NGVD 29 (07/19/86)  347.4    (m)         1140.     (f) VERT ANG       
 PN1182
 PN1182.Superseded values are not recommended for survey control.
 PN1182
 PN1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1182.See file dsdata.pdf to determine how the superseded data were derived.
 PN1182
 PN1182_MARKER: DZ = AZIMUTH MARK DISK
 PN1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1182_STAMPING: CASIMIR 1980
 PN1182_MARK LOGO: NGS
 PN1182_PROJECTION: RECESSED 100 CENTIMETERS
 PN1182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1182+STABILITY: SURFACE MOTION
 PN1182
 PN1182  HISTORY     - Date     Condition        Report By
 PN1182  HISTORY     - 1980     MONUMENTED       NGS
 PN1182
 PN1182                          STATION DESCRIPTION
 PN1182
 PN1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1182'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHEAST OF MOSINEE,
 PN1182'7 MILES EAST OF JUNCTION CITY AND 6-1/2 MILES NORTH-NORTHWEST OF
 PN1182'STEVENS POINT.
 PN1182'OWNERSHIP--STATE OF WISCONSIN, ON ROAD RIGHT-OF-WAY.
 PN1182'
 PN1182'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 PN1182'STATE HIGHWAY 66 ON THE EAST SIDE OF STEVENS POINT, GO NORTH ON
 PN1182'HIGHWAY 51 FOR 5.1 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 PN1182'
 PN1182'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PN1182'STAMPED---CASIMIR 1980---,
 PN1182'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 PN1182'18 METERS (59 FT) SOUTHWEST FROM THE CENTER OF THE SOUTH BOUND
 PN1182'LANE OF U.S. HIGHWAY 51 AND
 PN1182'3.14 METERS (10.3 FT) EAST FROM A METAL WITNESS POST.
 PN1182'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PN1182'STAMPED---CASIMIR 1980---,
 PN1182'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 PN1182'
 PN1182'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 PN1182'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 PN1182'
 PN1182'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 PN1182'
 PN1182'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PN1182'CASIMIR USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0959 ***********************************************************************
 NJ0959  DESIGNATION -  CASS
 NJ0959  PID         -  NJ0959
 NJ0959  STATE/COUNTY-  WI/GRANT
 NJ0959  COUNTRY     -  US
 NJ0959  USGS QUAD   -  CASSVILLE (2018)
 NJ0959
 NJ0959                         *CURRENT SURVEY CONTROL
 NJ0959  ______________________________________________________________________
 NJ0959* NAD 83(1996) POSITION- 42 43 18.32368(N) 090 54 13.33361(W)   ADJUSTED
 NJ0959* NAVD 88 ORTHO HEIGHT -   294.    (meters)      965.    (feet) SCALED
 NJ0959  ______________________________________________________________________
 NJ0959  GEOID HEIGHT    -        -32.211 (meters)                     GEOID18
 NJ0959  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC18
 NJ0959  HORZ ORDER      -  THIRD
 NJ0959
 NJ0959.The horizontal coordinates were established by classical geodetic methods
 NJ0959.and adjusted by the National Geodetic Survey in March 1999.
 NJ0959
 NJ0959.The orthometric height was scaled from a topographic map.
 NJ0959
 NJ0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0959.GEOID18 height accuracy estimate available here.
 NJ0959
 NJ0959.Click photographs - Photos may exist for this station.
 NJ0959
 NJ0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 NJ0959
 NJ0959. The following values were computed from the NAD 83(1996) position.
 NJ0959
 NJ0959;                    North         East     Units Scale Factor Converg.
 NJ0959;SPC WI S     -    80,582.234   525,980.765   MT  1.00000235   -0 37 15.4
 NJ0959;SPC WI S     -   264,376.88  1,725,655.23   sFT  1.00000235   -0 37 15.4
 NJ0959;UTM  15      - 4,732,047.803   671,637.722   MT  0.99996245   +1 25 21.2
 NJ0959
 NJ0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0959!SPC WI S     -   0.99995895  x   1.00000235  =   0.99996130
 NJ0959!UTM  15      -   0.99995895  x   0.99996245  =   0.99992141
 NJ0959
 NJ0959:                Primary Azimuth Mark                     Grid Az
 NJ0959:SPC WI S     -  CASS AZ MK                               258 28 46.3
 NJ0959:UTM  15      -  CASS AZ MK                               256 26 09.7
 NJ0959
 NJ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7163732047(NAD 83)
 NJ0959
 NJ0959|---------------------------------------------------------------------|
 NJ0959| PID    Reference Object                     Distance      Geod. Az  |
 NJ0959|                                                           dddmmss.s |
 NJ0959| CI8336 CASS RM 2                            19.961 METERS 14448     |
 NJ0959| CI8334 CASS AZ MK                                         2575130.9 |
 NJ0959| NJ0960 CASSVILLE RAD STA KSB 631 MAST      APPROX. 5.0 KM 2853241.3 |
 NJ0959| CI8335 CASS RM 1                            24.363 METERS 33547     |
 NJ0959|---------------------------------------------------------------------|
 NJ0959
 NJ0959                          SUPERSEDED SURVEY CONTROL
 NJ0959
 NJ0959  NAD 83(1991)-  42 43 18.31851(N)    090 54 13.32821(W) AD(       ) 3
 NJ0959  NAD 83(1986)-  42 43 18.31623(N)    090 54 13.33060(W) AD(       ) 3
 NJ0959  NAD 27      -  42 43 18.34140(N)    090 54 12.87540(W) AD(       ) 3
 NJ0959
 NJ0959.Superseded values are not recommended for survey control.
 NJ0959
 NJ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0959.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0959
 NJ0959_MARKER: DS = TRIANGULATION STATION DISK
 NJ0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0959_STAMPING: CASS 1958
 NJ0959_MARK LOGO: CGS
 NJ0959_PROJECTION: FLUSH
 NJ0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0959+STABILITY: SURFACE MOTION
 NJ0959
 NJ0959  HISTORY     - Date     Condition        Report By
 NJ0959  HISTORY     - 1958     MONUMENTED       CGS
 NJ0959  HISTORY     - 19980831 GOOD             USPSQD
 NJ0959
 NJ0959                          STATION DESCRIPTION
 NJ0959
 NJ0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0959'THE STATION IS ABOUT 4-1/2 MILES EAST AND ABOUT 1/2 MILE SOUTH OF
 NJ0959'CASSVILLE, IN THE NORTHEAST 1/4 OF SEC. 24, T-3-N, R-5-W, AND
 NJ0959'ON THE ROAD RIGHT-OF-WAY.  IT IS 124 FEET EAST OF THE CENTER OF
 NJ0959'THE INTERSECTION OF COUNTY HIGHWAY Y AND STATE HIGHWAY 133,
 NJ0959'100 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 133, 27
 NJ0959'FEET NORTHEAST OF A TELEPHONE POLE, 8 FEET SOUTHWEST OF A WIRE
 NJ0959'FENCE AND 8 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 NJ0959'MONUMENT IS FLUSH AND THE DISK IS STAMPED CASS 1958.
 NJ0959'
 NJ0959'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81 AND
 NJ0959'COUNTY HIGHWAY U IN BEETOWN, GO SOUTHWEST ON HIGHWAY 81 FOR
 NJ0959'5.55 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEASTERLY ON
 NJ0959'COUNTY HIGHWAY Y FOR 3.5 MILES TO THE JUNCTION WITH STATE
 NJ0959'HIGHWAY 133 AND THE STATION EAST OF THE INTERSECTION.
 NJ0959'
 NJ0959'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 NJ0959'HIGHWAY 133 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NJ0959'
 NJ0959'REFERENCE MARK 1 IS 152 FEET NORTHEAST OF THE INTERSECTION
 NJ0959'OF COUNTY HIGHWAY Y AND STATE HIGHWAY 133, 70 FEET SOUTHEAST
 NJ0959'OF THE CENTERLINE OF A DRIVEWAY AND 1 FOOT SOUTHWEST OF A
 NJ0959'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CASS
 NJ0959'NO 1 1958.
 NJ0959'
 NJ0959'REFERENCE MARK 2 IS 120 FEET NORTHWEST OF A TELEPHONE POLE, 80
 NJ0959'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 133, 65 FEET
 NJ0959'SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT SOUTHWEST OF A
 NJ0959'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0959'CASS NO 2 1958.
 NJ0959'
 NJ0959'THE AZIMUTH MARK IS 39 FEET NORTH OF THE CENTERLINE OF STATE
 NJ0959'HIGHWAY 133, 3 FEET NORTHEAST OF A WHITE WITNESS POST, 2
 NJ0959'FEET NORTHEAST OF A TELEPHONE POLE AND 6 INCHES SOUTH OF A WIRE
 NJ0959'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 NJ0959'STAMPED CASS 1958.
 NJ0959'
 NJ0959'NOTE--NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS 1 AND 2
 NJ0959'BECAUSE THEY WERE SET 180 DEGREES.
 NJ0959'
 NJ0959'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NJ0959
 NJ0959                          STATION RECOVERY (1998)
 NJ0959
 NJ0959'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5062 ***********************************************************************
 DK5062  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5062  DESIGNATION -  CASSEL N GPS
 DK5062  PID         -  DK5062
 DK5062  STATE/COUNTY-  WI/MARATHON
 DK5062  COUNTRY     -  US
 DK5062  USGS QUAD   -  EDGAR (2018)
 DK5062
 DK5062                         *CURRENT SURVEY CONTROL
 DK5062  ______________________________________________________________________
 DK5062* NAD 83(2011) POSITION- 44 56 16.04157(N) 089 53 21.92401(W)   ADJUSTED
 DK5062* NAD 83(2011) ELLIP HT-   360.028 (meters)        (06/27/12)   ADJUSTED
 DK5062* NAD 83(2011) EPOCH   -  2010.00
 DK5062* NAVD 88 ORTHO HEIGHT -   393.96  (meters)     1292.5   (feet) GPS OBS
 DK5062  ______________________________________________________________________
 DK5062  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5062  GEOID HEIGHT    -        -33.927 (meters)                     GEOID12A
 DK5062  GEOID HEIGHT    -        -33.927 (meters)                     GEOID18
 DK5062  NAD 83(2011) X  -      8,728.536 (meters)                     COMP
 DK5062  NAD 83(2011) Y  - -4,522,723.270 (meters)                     COMP
 DK5062  NAD 83(2011) Z  -  4,482,711.443 (meters)                     COMP
 DK5062  LAPLACE CORR    -         -6.46  (seconds)                    DEFLEC18
 DK5062
 DK5062  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5062  Standards:
 DK5062         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5062            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5062  -------------------------------------------------------------------
 DK5062  NETWORK    0.36   0.33           0.16   0.13   0.17     -0.03788216
 DK5062  -------------------------------------------------------------------
 DK5062  Click here for local accuracies and other accuracy information.
 DK5062
 DK5062.The horizontal coordinates were established by GPS observations
 DK5062.and adjusted by the National Geodetic Survey in June 2012.
 DK5062
 DK5062.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5062.been affixed to the stable North American tectonic plate. See 
 DK5062.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5062
 DK5062.The horizontal coordinates are valid at the epoch date displayed above
 DK5062.which is a decimal equivalence of Year/Month/Day.
 DK5062
 DK5062.The orthometric height was determined by GPS observations and a
 DK5062.high-resolution geoid model using precise GPS observation and
 DK5062.processing techniques.
 DK5062
 DK5062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5062.GEOID18 height accuracy estimate available here.
 DK5062
 DK5062.Click photographs - Photos may exist for this station.
 DK5062
 DK5062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5062
 DK5062.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5062
 DK5062.The ellipsoidal height was determined by GPS observations
 DK5062.and is referenced to NAD 83.
 DK5062
 DK5062. The following values were computed from the NAD 83(2011) position.
 DK5062
 DK5062;                    North         East     Units Scale Factor Converg.
 DK5062;SPC WI C     -   122,731.912   608,727.534   MT  0.99994128   +0 04 40.9
 DK5062;SPC WI C     -   402,662.95  1,997,133.58   sFT  0.99994128   +0 04 40.9
 DK5062;UTM  16      - 4,980,101.702   272,022.607   MT  1.00023914   -2 02 30.4
 DK5062
 DK5062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5062!SPC WI C     -   0.99994356  x   0.99994128  =   0.99988484
 DK5062!UTM  16      -   0.99994356  x   1.00023914  =   1.00018268
 DK5062
 DK5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7202280101(NAD 83)
 DK5062
 DK5062                          SUPERSEDED SURVEY CONTROL
 DK5062
 DK5062  NAD 83(2007)-  44 56 16.04175(N)    089 53 21.92475(W) AD(2002.00) 1
 DK5062  ELLIP H (07/29/08)  360.057  (m)                       GP(2002.00) 3 1
 DK5062  NAVD 88 (07/29/08)  393.94   (m)  GEOID03  model used  GPS OBS        
 DK5062
 DK5062.Superseded values are not recommended for survey control.
 DK5062
 DK5062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5062.See file dsdata.pdf to determine how the superseded data were derived.
 DK5062
 DK5062_MARKER: DD = SURVEY DISK
 DK5062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5062_STAMPING: CASSEL N GPS 2005
 DK5062_MARK LOGO: WIDT
 DK5062_PROJECTION: FLUSH
 DK5062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5062+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2011
 DK5062
 DK5062  HISTORY     - Date     Condition        Report By
 DK5062  HISTORY     - 2004     MONUMENTED       WIDT
 DK5062  HISTORY     - 20070103 GOOD             WIDT
 DK5062  HISTORY     - 20110627 GOOD             WIDT
 DK5062
 DK5062                          STATION DESCRIPTION
 DK5062
 DK5062'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DK5062'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DK5062'HIGHWAY S ABOUT 3 MI (4.8 KM) NORTHWEST OF THE VILLAGE OF MARATHON
 DK5062'CITY, GO SOUTH ON COUNTY HIGHWAY S FOR 0.4 MI (0.6 KM) TO SCOTCH CREEK
 DK5062'ROAD, TURN LEFT AND GO EAST ON SCOTCH CREEK ROAD FOR 0.75 MI (1.2 KM)
 DK5062'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DK5062'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DK5062'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DK5062'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DK5062'THE STATION IS 7.4 M (24.3 FT) SOUTH OF THE CENTER OF SCOTCH CREEK
 DK5062'ROAD, 78 M (255.9 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE
 DK5062'ENTRANCE --3798--, 56.6 M (185.7 FT) EAST OF A TELEPHONE PEDESTAL
 DK5062'--1782--, 1 M (3.3 FT) NORTH OF AN AGRICULTURAL FIELD, AND 1.0 M (3.3
 DK5062'FT) EAST AND WEST OF ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK5062'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK5062'ABOVE THE HORIZON.
 DK5062
 DK5062                          STATION RECOVERY (2011)
 DK5062
 DK5062'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5062'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5058 ***********************************************************************
 DK5058  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5058  DESIGNATION -  CASSEL S GPS
 DK5058  PID         -  DK5058
 DK5058  STATE/COUNTY-  WI/MARATHON
 DK5058  COUNTRY     -  US
 DK5058  USGS QUAD   -  MARATHON SW (2018)
 DK5058
 DK5058                         *CURRENT SURVEY CONTROL
 DK5058  ______________________________________________________________________
 DK5058* NAD 83(2011) POSITION- 44 52 20.57325(N) 089 54 22.53830(W)   ADJUSTED
 DK5058* NAD 83(2011) ELLIP HT-   376.882 (meters)        (06/27/12)   ADJUSTED
 DK5058* NAD 83(2011) EPOCH   -  2010.00
 DK5058* NAVD 88 ORTHO HEIGHT -   411.05  (meters)     1348.6   (feet) GPS OBS
 DK5058  ______________________________________________________________________
 DK5058  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5058  GEOID HEIGHT    -        -34.166 (meters)                     GEOID12A
 DK5058  GEOID HEIGHT    -        -34.165 (meters)                     GEOID18
 DK5058  NAD 83(2011) X  -      7,407.874 (meters)                     COMP
 DK5058  NAD 83(2011) Y  - -4,527,869.143 (meters)                     COMP
 DK5058  NAD 83(2011) Z  -  4,477,574.738 (meters)                     COMP
 DK5058  LAPLACE CORR    -         -7.64  (seconds)                    DEFLEC18
 DK5058
 DK5058  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5058  Standards:
 DK5058         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5058            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5058  -------------------------------------------------------------------
 DK5058  NETWORK    0.37   0.35           0.17   0.13   0.18      0.03829587
 DK5058  -------------------------------------------------------------------
 DK5058  Click here for local accuracies and other accuracy information.
 DK5058
 DK5058.The horizontal coordinates were established by GPS observations
 DK5058.and adjusted by the National Geodetic Survey in June 2012.
 DK5058
 DK5058.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5058.been affixed to the stable North American tectonic plate. See 
 DK5058.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5058
 DK5058.The horizontal coordinates are valid at the epoch date displayed above
 DK5058.which is a decimal equivalence of Year/Month/Day.
 DK5058
 DK5058.The orthometric height was determined by GPS observations and a
 DK5058.high-resolution geoid model using precise GPS observation and
 DK5058.processing techniques.
 DK5058
 DK5058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5058.GEOID18 height accuracy estimate available here.
 DK5058
 DK5058.Click photographs - Photos may exist for this station.
 DK5058
 DK5058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5058
 DK5058.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5058
 DK5058.The ellipsoidal height was determined by GPS observations
 DK5058.and is referenced to NAD 83.
 DK5058
 DK5058. The following values were computed from the NAD 83(2011) position.
 DK5058
 DK5058;                    North         East     Units Scale Factor Converg.
 DK5058;SPC WI C     -   115,461.904   607,407.000   MT  0.99994071   +0 03 58.1
 DK5058;SPC WI C     -   378,811.26  1,992,801.13   sFT  0.99994071   +0 03 58.1
 DK5058;UTM  16      - 4,972,883.298   270,433.730   MT  1.00024809   -2 03 04.8
 DK5058
 DK5058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5058!SPC WI C     -   0.99994091  x   0.99994071  =   0.99988163
 DK5058!UTM  16      -   0.99994091  x   1.00024809  =   1.00018899
 DK5058
 DK5058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7043372883(NAD 83)
 DK5058
 DK5058                          SUPERSEDED SURVEY CONTROL
 DK5058
 DK5058  NAD 83(2007)-  44 52 20.57340(N)    089 54 22.53892(W) AD(2002.00) 1
 DK5058  ELLIP H (07/29/08)  376.911  (m)                       GP(2002.00) 3 1
 DK5058  NAVD 88 (07/29/08)  411.03   (m)  GEOID03  model used  GPS OBS        
 DK5058
 DK5058.Superseded values are not recommended for survey control.
 DK5058
 DK5058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5058.See file dsdata.pdf to determine how the superseded data were derived.
 DK5058
 DK5058_MARKER: DD = SURVEY DISK
 DK5058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5058_STAMPING: CASSEL S GPS 2005
 DK5058_MARK LOGO: WIDT
 DK5058_PROJECTION: FLUSH
 DK5058_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5058+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2011
 DK5058
 DK5058  HISTORY     - Date     Condition        Report By
 DK5058  HISTORY     - 2004     MONUMENTED       WIDT
 DK5058  HISTORY     - 20070103 GOOD             WIDT
 DK5058  HISTORY     - 20110627 GOOD             WIDT
 DK5058
 DK5058                          STATION DESCRIPTION
 DK5058
 DK5058'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DK5058'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DK5058'HIGHWAY N ABOUT 1 MI (1.6 KM) SOUTH OF THE VILLAGE OF EDGAR, GO SOUTH
 DK5058'ON COUNTY HIGHWAY H FOR 2.0 MI (3.2 KM) TO BLACKBERRY ROAD ON THE
 DK5058'RIGHT AND FOUR MILE ROAD ON THE LEFT, TURN LEFT AND GO EAST ON FOUR
 DK5058'MILE ROAD FOR 2.8 MI (4.5 KM) TO EAGLE LANE AND THE STATION ON THE
 DK5058'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DK5058'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DK5058'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DK5058'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.1 M
 DK5058'(29.9 FT) EAST OF THE CENTER OF EAGLE LANE, 43 M (141.1 FT) SOUTH OF
 DK5058'THE CENTER OF FOUR MILE ROAD, 37.8 M (124.0 FT) SOUTHEAST OF A POWER
 DK5058'POLE --2805 35E8--, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF AN ORANGE
 DK5058'4X4 WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5058'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5058
 DK5058                          STATION RECOVERY (2011)
 DK5058
 DK5058'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5058'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5096 ***********************************************************************
 DH5096  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5096  DESIGNATION -  CASSELL S GPS
 DH5096  PID         -  DH5096
 DH5096  STATE/COUNTY-  WI/SAUK
 DH5096  COUNTRY     -  US
 DH5096  USGS QUAD   -  ARENA (2018)
 DH5096
 DH5096                         *CURRENT SURVEY CONTROL
 DH5096  ______________________________________________________________________
 DH5096* NAD 83(2011) POSITION- 43 12 07.32415(N) 089 53 20.44004(W)   ADJUSTED
 DH5096* NAD 83(2011) ELLIP HT-   187.986 (meters)        (06/27/12)   ADJUSTED
 DH5096* NAD 83(2011) EPOCH   -  2010.00
 DH5096* NAVD 88 ORTHO HEIGHT -   222.39  (meters)      729.6   (feet) GPS OBS
 DH5096  ______________________________________________________________________
 DH5096  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5096  GEOID HEIGHT    -        -34.393 (meters)                     GEOID12A
 DH5096  GEOID HEIGHT    -        -34.411 (meters)                     GEOID18
 DH5096  NAD 83(2011) X  -      9,020.692 (meters)                     COMP
 DH5096  NAD 83(2011) Y  - -4,656,745.267 (meters)                     COMP
 DH5096  NAD 83(2011) Z  -  4,344,018.633 (meters)                     COMP
 DH5096  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DH5096
 DH5096  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5096  Standards:
 DH5096         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5096            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5096  -------------------------------------------------------------------
 DH5096  NETWORK    0.22   0.35           0.10   0.08   0.18      0.09174906
 DH5096  -------------------------------------------------------------------
 DH5096  Click here for local accuracies and other accuracy information.
 DH5096
 DH5096.The horizontal coordinates were established by GPS observations
 DH5096.and adjusted by the National Geodetic Survey in June 2012.
 DH5096
 DH5096.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5096.been affixed to the stable North American tectonic plate. See 
 DH5096.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5096
 DH5096.The horizontal coordinates are valid at the epoch date displayed above
 DH5096.which is a decimal equivalence of Year/Month/Day.
 DH5096
 DH5096.The orthometric height was determined by GPS observations and a
 DH5096.high-resolution geoid model using precise GPS observation and
 DH5096.processing techniques.
 DH5096
 DH5096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5096.GEOID18 height accuracy estimate available here.
 DH5096
 DH5096.Click photographs - Photos may exist for this station.
 DH5096
 DH5096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5096
 DH5096.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5096
 DH5096.The ellipsoidal height was determined by GPS observations
 DH5096.and is referenced to NAD 83.
 DH5096
 DH5096. The following values were computed from the NAD 83(2011) position.
 DH5096
 DH5096;                    North         East     Units Scale Factor Converg.
 DH5096;SPC WI S     -   133,540.290   609,019.875   MT  0.99993856   +0 04 34.5
 DH5096;SPC WI S     -   438,123.43  1,998,092.71   sFT  0.99993856   +0 04 34.5
 DH5096;UTM  16      - 4,787,303.462   265,288.067   MT  1.00027774   -1 58 43.1
 DH5096
 DH5096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5096!SPC WI S     -   0.99997052  x   0.99993856  =   0.99990908
 DH5096!UTM  16      -   0.99997052  x   1.00027774  =   1.00024825
 DH5096
 DH5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6528887303(NAD 83)
 DH5096
 DH5096                          SUPERSEDED SURVEY CONTROL
 DH5096
 DH5096  NAD 83(2007)-  43 12 07.32424(N)    089 53 20.44090(W) AD(2002.00) 0
 DH5096  ELLIP H (02/10/07)  188.018  (m)                       GP(2002.00)    
 DH5096  NAD 83(1997)-  43 12 07.32409(N)    089 53 20.44129(W) AD(       ) 1
 DH5096  ELLIP H (08/01/05)  188.018  (m)                       GP(       ) 2 1
 DH5096  NAVD 88 (07/26/07)  222.38   (m)  GEOID03  model used  GPS OBS        
 DH5096
 DH5096.Superseded values are not recommended for survey control.
 DH5096
 DH5096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5096.See file dsdata.pdf to determine how the superseded data were derived.
 DH5096
 DH5096_MARKER: DD = SURVEY DISK
 DH5096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5096_STAMPING: CASSELL S GPS 2004
 DH5096_MARK LOGO: WIDT
 DH5096_PROJECTION: FLUSH
 DH5096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5096+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2008
 DH5096
 DH5096  HISTORY     - Date     Condition        Report By
 DH5096  HISTORY     - 2004     MONUMENTED       WIDT
 DH5096  HISTORY     - 20081117 GOOD             WIDT
 DH5096
 DH5096                          STATION DESCRIPTION
 DH5096
 DH5096'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5096'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH COUNTY
 DH5096'HIGHWAY B  ABOUT 6 MI WEST-SOUTHWEST OF THE CITY OF SAUK CITY, GO
 DH5096'SOUTHWEST ON STATE HIGHWAY 60  FOR 4.35 MI TO FOX ROAD ON THE RIGHT,
 DH5096'CONTINUE SOUTH-SOUTHWEST ON STATE HIGHWAY 60 FOR  0.05 MI TO THE
 DH5096'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5096'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5096'A 43-CM DIAMETER  CONCRETE POST LOCATED IN THE RIGHT OF WAY, ABOUT
 DH5096'LEVEL WITH THE HIGHWAY PAVEMENT.   THE STATION IS 10.0 M SOUTH OF THE
 DH5096'CENTERLINE OF STATE HIGHWAY 60, 111 M WEST OF THE  EXTENDED CENTERLINE
 DH5096'OF FOX ROAD, 1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS  POST,
 DH5096'1.0 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M NORTH OF
 DH5096'AN ORANGE  4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5096'VISIBLE OBSTRUCTIONS EXTENDING  HIGHER THAN 15 DEGREES ABOVE THE
 DH5096'HORIZON EXCEPT FOR TREES NORTHWEST OF THE STATION  EXTENDING TO 15
 DH5096'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST  EXTENDING
 DH5096'TO 20 DEGREES ABOVE THE HORIZON.
 DH5096
 DH5096                          STATION RECOVERY (2008)
 DH5096
 DH5096'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5034 ***********************************************************************
 DH5034  DESIGNATION -  CASSVILLE GPS
 DH5034  PID         -  DH5034
 DH5034  STATE/COUNTY-  WI/GRANT
 DH5034  COUNTRY     -  US
 DH5034  USGS QUAD   -  CASSVILLE (2018)
 DH5034
 DH5034                         *CURRENT SURVEY CONTROL
 DH5034  ______________________________________________________________________
 DH5034* NAD 83(2011) POSITION- 42 42 57.42409(N) 090 55 52.88514(W)   ADJUSTED
 DH5034* NAD 83(2011) ELLIP HT-   256.892 (meters)        (06/27/12)   ADJUSTED
 DH5034* NAD 83(2011) EPOCH   -  2010.00
 DH5034* NAVD 88 ORTHO HEIGHT -   289.049 (meters)      948.32  (feet) ADJUSTED
 DH5034  ______________________________________________________________________
 DH5034  GEOID HEIGHT    -        -32.154 (meters)                     GEOID18
 DH5034  NAD 83(2011) X  -    -76,292.347 (meters)                     COMP
 DH5034  NAD 83(2011) Y  - -4,692,985.118 (meters)                     COMP
 DH5034  NAD 83(2011) Z  -  4,304,544.925 (meters)                     COMP
 DH5034  LAPLACE CORR    -         -4.89  (seconds)                    DEFLEC18
 DH5034  DYNAMIC HEIGHT  -        288.967 (meters)      948.05  (feet) COMP
 DH5034  MODELED GRAVITY -    980,328.0   (mgal)                       NAVD 88
 DH5034
 DH5034  VERT ORDER      -  SECOND    CLASS I
 DH5034
 DH5034  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5034  Standards:
 DH5034         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5034            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5034  -------------------------------------------------------------------
 DH5034  NETWORK    0.33   0.49           0.15   0.12   0.25     -0.08934697
 DH5034  -------------------------------------------------------------------
 DH5034  Click here for local accuracies and other accuracy information.
 DH5034
 DH5034.The horizontal coordinates were established by GPS observations
 DH5034.and adjusted by the National Geodetic Survey in June 2012.
 DH5034
 DH5034.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5034.been affixed to the stable North American tectonic plate. See 
 DH5034.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5034
 DH5034.The horizontal coordinates are valid at the epoch date displayed above
 DH5034.which is a decimal equivalence of Year/Month/Day.
 DH5034
 DH5034.The orthometric height was determined by differential leveling and
 DH5034.adjusted by the WI DEPT OF TRANSP
 DH5034.in May 2012.
 DH5034
 DH5034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5034.GEOID18 height accuracy estimate available here.
 DH5034
 DH5034.Click photographs - Photos may exist for this station.
 DH5034
 DH5034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5034
 DH5034.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5034
 DH5034.The ellipsoidal height was determined by GPS observations
 DH5034.and is referenced to NAD 83.
 DH5034
 DH5034.The dynamic height is computed by dividing the NAVD 88
 DH5034.geopotential number by the normal gravity value computed on the
 DH5034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5034.degrees latitude (g = 980.6199 gals.).
 DH5034
 DH5034.The modeled gravity was interpolated from observed gravity values.
 DH5034
 DH5034. The following values were computed from the NAD 83(2011) position.
 DH5034
 DH5034;                    North         East     Units Scale Factor Converg.
 DH5034;SPC WI S     -    79,962.284   523,708.677   MT  1.00000355   -0 38 23.8
 DH5034;SPC WI S     -   262,342.93  1,718,200.88   sFT  1.00000355   -0 38 23.8
 DH5034;UTM  15      - 4,731,347.259   669,389.287   MT  0.99995301   +1 24 13.1
 DH5034
 DH5034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5034!SPC WI S     -   0.99995971  x   1.00000355  =   0.99996326
 DH5034!UTM  15      -   0.99995971  x   0.99995301  =   0.99991273
 DH5034
 DH5034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6938931347(NAD 83)
 DH5034
 DH5034                          SUPERSEDED SURVEY CONTROL
 DH5034
 DH5034  NAD 83(2007)-  42 42 57.42421(N)    090 55 52.88601(W) AD(2002.00) 0
 DH5034  ELLIP H (02/10/07)  256.925  (m)                       GP(2002.00)    
 DH5034  NAD 83(1997)-  42 42 57.42406(N)    090 55 52.88633(W) AD(       ) 1
 DH5034  ELLIP H (08/01/05)  256.938  (m)                       GP(       ) 2 1
 DH5034  NAVD 88             289.04   (m)          948.3    (f) LEVELING    3  
 DH5034  NAVD 88 (04/20/07)  289.044  (m)          948.31   (f) SUPERSEDED  2 1
 DH5034
 DH5034.Superseded values are not recommended for survey control.
 DH5034
 DH5034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5034.See file dsdata.pdf to determine how the superseded data were derived.
 DH5034
 DH5034_MARKER: DD = SURVEY DISK
 DH5034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5034_STAMPING: CASSVILLE GPS 2004
 DH5034_MARK LOGO: WIDT
 DH5034_PROJECTION: FLUSH
 DH5034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5034+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 DH5034
 DH5034  HISTORY     - Date     Condition        Report By
 DH5034  HISTORY     - 2003     MONUMENTED       WIDT
 DH5034  HISTORY     - 20051227 GOOD             WIDT
 DH5034  HISTORY     - 20071023 GOOD             WIDT
 DH5034  HISTORY     - 20101101 GOOD             JCLS
 DH5034
 DH5034                          STATION DESCRIPTION
 DH5034
 DH5034'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5034'OWNERSHIP--TOWN OF CASSVILLE.  TO REACH THE STATION FROM THE JUNCTION
 DH5034'OF STATE  HIGHWAY 133 WITH COUNTY HIGHWAY Y ABOUT 5 MI EAST OF THE
 DH5034'VILLAGE OF CASSVILLE, GO  WEST-SOUTHWEST ON STATE HIGHWAY 133 FOR 1.4
 DH5034'MI TO CADWELL ROAD ON THE RIGHT, TURN  RIGHT AND GO NORTH ON CADWELL
 DH5034'ROAD FOR 0.15 MI TO THE STATION ON THE LEFT.  THE STATION  IS A BRONZE
 DH5034'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5034'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH5034'THE ROAD  PAVEMENT.  THE STATION IS 8.3 M SOUTHWEST OF THE CENTERLINE
 DH5034'OF CADWELL ROAD, 58.7 M  SOUTH OF A POWER POLE, 21.2 M NORTHWEST OF A
 DH5034'WOOD POST FOR A --STOP-- SIGN, 1.0 M SOUTH  OF AN ORANGE 4X4 PLASTIC
 DH5034'WITNESS POST, 1.0 M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS  POST
 DH5034'AND 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5034'---NOTE---THIS STATION HAS NO  VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5034'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5034
 DH5034                          STATION RECOVERY (2005)
 DH5034
 DH5034'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5034'RECOVERED AS DESCRIBED.
 DH5034
 DH5034                          STATION RECOVERY (2007)
 DH5034
 DH5034'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5034'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.16 MILE SOUTHEAST
 DH5034'OF THE TOWN DUMP ENTRANCE AT --5921--, 52.5 M EAST OF THE EAST CORNER
 DH5034'OF A TALL GRAY STRUCTURE, AND 23.5 M WEST OF A POWER POLE WITH ONE GUY
 DH5034'WIRE.
 DH5034
 DH5034                          STATION RECOVERY (2010)
 DH5034
 DH5034'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DH5034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0960 ***********************************************************************
 NJ0960  DESIGNATION -  CASSVILLE RAD STA KSB 631 MAST
 NJ0960  PID         -  NJ0960
 NJ0960  STATE/COUNTY-  WI/GRANT
 NJ0960  COUNTRY     -  US
 NJ0960  USGS QUAD   -  CASSVILLE (2018)
 NJ0960
 NJ0960                         *CURRENT SURVEY CONTROL
 NJ0960  ______________________________________________________________________
 NJ0960* NAD 83(1996) POSITION- 42 44 02.10168(N) 090 57 47.09223(W)   ADJUSTED
 NJ0960  ______________________________________________________________________
 NJ0960  GEOID HEIGHT    -        -32.085 (meters)                     GEOID18
 NJ0960  LAPLACE CORR    -         -4.74  (seconds)                    DEFLEC18
 NJ0960  HORZ ORDER      -  THIRD
 NJ0960
 NJ0960.The horizontal coordinates were established by classical geodetic methods
 NJ0960.and adjusted by the National Geodetic Survey in March 1999.
 NJ0960
 NJ0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0960.GEOID18 height accuracy estimate available here.
 NJ0960
 NJ0960.Click photographs - Photos may exist for this station.
 NJ0960
 NJ0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 NJ0960
 NJ0960. The following values were computed from the NAD 83(1996) position.
 NJ0960
 NJ0960;                    North         East     Units Scale Factor Converg.
 NJ0960;SPC WI S     -    81,987.469   521,133.180   MT  0.99999988   -0 39 42.3
 NJ0960;SPC WI S     -   268,987.22  1,709,751.11   sFT  0.99999988   -0 39 42.3
 NJ0960;UTM  15      - 4,733,279.193   666,743.343   MT  0.99994207   +1 22 57.2
 NJ0960
 NJ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6674333279(NAD 83)
 NJ0960
 NJ0960                          SUPERSEDED SURVEY CONTROL
 NJ0960
 NJ0960  NAD 83(1991)-  42 44 02.09624(N)    090 57 47.08709(W) AD(       ) 3
 NJ0960  NAD 83(1986)-  42 44 02.09400(N)    090 57 47.08914(W) AD(       ) 3
 NJ0960  NAD 27      -  42 44 02.12100(N)    090 57 46.63300(W) AD(       ) 3
 NJ0960
 NJ0960.Superseded values are not recommended for survey control.
 NJ0960
 NJ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0960.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0960
 NJ0960_MARKER: 42 = RADIO/TV MAST
 NJ0960
 NJ0960  HISTORY     - Date     Condition        Report By
 NJ0960  HISTORY     - 1958     FIRST OBSERVED   CGS
 NJ0960  HISTORY     - 19980917 GOOD             USPSQD
 NJ0960
 NJ0960                          STATION DESCRIPTION
 NJ0960
 NJ0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0960'THE STATION IS THE BLINKING RED LIGHT AT THE TOP OF THE MAST.
 NJ0960'THE MAST IS A STEEL THREE LEGGED STRUCTURE.  IT IS GUYED AND
 NJ0960'AND PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE.
 NJ0960'THE MAST IS OWNED AND OPERATED BY THE DAIRYLAND POWER CO-OPERATIVE
 NJ0960'AND HAS AN OVERALL HEIGHT OF 200 FEET.
 NJ0960'
 NJ0960'THE MAST IS ABOUT 2 MILES NORTH OF CASSVILLE ON THE EAST SIDE OF
 NJ0960'STATE HIGHWAY 81.
 NJ0960
 NJ0960                          STATION RECOVERY (1998)
 NJ0960
 NJ0960'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5035 ***********************************************************************
 DH5035  DESIGNATION -  CASSVILLE W GPS
 DH5035  PID         -  DH5035
 DH5035  STATE/COUNTY-  WI/GRANT
 DH5035  COUNTRY     -  US
 DH5035  USGS QUAD   -  GUTTENBERG (2018)
 DH5035
 DH5035                         *CURRENT SURVEY CONTROL
 DH5035  ______________________________________________________________________
 DH5035* NAD 83(2011) POSITION- 42 45 07.63068(N) 091 00 10.84024(W)   ADJUSTED
 DH5035* NAD 83(2011) ELLIP HT-   265.994 (meters)        (06/27/12)   ADJUSTED
 DH5035* NAD 83(2011) EPOCH   -  2010.00
 DH5035* NAVD 88 ORTHO HEIGHT -   297.977 (meters)      977.61  (feet) ADJUSTED
 DH5035  ______________________________________________________________________
 DH5035  GEOID HEIGHT    -        -31.997 (meters)                     GEOID18
 DH5035  NAD 83(2011) X  -    -82,113.728 (meters)                     COMP
 DH5035  NAD 83(2011) Y  - -4,690,166.516 (meters)                     COMP
 DH5035  NAD 83(2011) Z  -  4,307,502.394 (meters)                     COMP
 DH5035  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC18
 DH5035  DYNAMIC HEIGHT  -        297.893 (meters)      977.34  (feet) COMP
 DH5035  MODELED GRAVITY -    980,330.6   (mgal)                       NAVD 88
 DH5035
 DH5035  VERT ORDER      -  SECOND    CLASS I
 DH5035
 DH5035  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5035  Standards:
 DH5035         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5035            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5035  -------------------------------------------------------------------
 DH5035  NETWORK    0.37   0.55           0.17   0.13   0.28     -0.10132770
 DH5035  -------------------------------------------------------------------
 DH5035  Click here for local accuracies and other accuracy information.
 DH5035
 DH5035.The horizontal coordinates were established by GPS observations
 DH5035.and adjusted by the National Geodetic Survey in June 2012.
 DH5035
 DH5035.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5035.been affixed to the stable North American tectonic plate. See 
 DH5035.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5035
 DH5035.The horizontal coordinates are valid at the epoch date displayed above
 DH5035.which is a decimal equivalence of Year/Month/Day.
 DH5035
 DH5035.The orthometric height was determined by differential leveling and
 DH5035.adjusted by the WI DEPT OF TRANSP
 DH5035.in May 2012.
 DH5035
 DH5035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5035.GEOID18 height accuracy estimate available here.
 DH5035
 DH5035.Click photographs - Photos may exist for this station.
 DH5035
 DH5035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5035
 DH5035.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5035
 DH5035.The ellipsoidal height was determined by GPS observations
 DH5035.and is referenced to NAD 83.
 DH5035
 DH5035.The dynamic height is computed by dividing the NAVD 88
 DH5035.geopotential number by the normal gravity value computed on the
 DH5035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5035.degrees latitude (g = 980.6199 gals.).
 DH5035
 DH5035.The modeled gravity was interpolated from observed gravity values.
 DH5035
 DH5035. The following values were computed from the NAD 83(2011) position.
 DH5035
 DH5035;                    North         East     Units Scale Factor Converg.
 DH5035;SPC WI S     -    84,047.941   517,887.784   MT  0.99999627   -0 41 21.0
 DH5035;SPC WI S     -   275,747.29  1,699,103.50   sFT  0.99999627   -0 41 21.0
 DH5035;UTM  15      - 4,735,222.439   663,426.706   MT  0.99992859   +1 21 21.3
 DH5035
 DH5035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5035!SPC WI S     -   0.99995829  x   0.99999627  =   0.99995456
 DH5035!UTM  15      -   0.99995829  x   0.99992859  =   0.99988688
 DH5035
 DH5035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6342635222(NAD 83)
 DH5035
 DH5035                          SUPERSEDED SURVEY CONTROL
 DH5035
 DH5035  NAD 83(2007)-  42 45 07.63074(N)    091 00 10.84108(W) AD(2002.00) 0
 DH5035  ELLIP H (02/10/07)  266.027  (m)                       GP(2002.00)    
 DH5035  NAD 83(1997)-  42 45 07.63058(N)    091 00 10.84141(W) AD(       ) 1
 DH5035  ELLIP H (08/01/05)  266.039  (m)                       GP(       ) 2 1
 DH5035  NAVD 88             297.97   (m)          977.6    (f) LEVELING    3  
 DH5035  NAVD 88 (04/20/07)  297.972  (m)          977.60   (f) SUPERSEDED  2 1
 DH5035
 DH5035.Superseded values are not recommended for survey control.
 DH5035
 DH5035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5035.See file dsdata.pdf to determine how the superseded data were derived.
 DH5035
 DH5035_MARKER: DD = SURVEY DISK
 DH5035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5035_STAMPING: CASSVILLE W GPS 2004
 DH5035_MARK LOGO: WIDT
 DH5035_PROJECTION: FLUSH
 DH5035_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5035+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2010
 DH5035
 DH5035  HISTORY     - Date     Condition        Report By
 DH5035  HISTORY     - 2003     MONUMENTED       WIDT
 DH5035  HISTORY     - 20051227 GOOD             WIDT
 DH5035  HISTORY     - 20071023 GOOD             WIDT
 DH5035  HISTORY     - 20101101 GOOD             JCLS
 DH5035
 DH5035                          STATION DESCRIPTION
 DH5035
 DH5035'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5035'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DH5035'STATION FROM THE  JUNCTION OF STATE HIGHWAY 133 (AMELIA STREET) WITH
 DH5035'COUNTY HIGHWAY VV AND WEST BLUFF  STREET IN THE VILLAGE OF CASSVILLE,
 DH5035'GO NORTH ON STATE HIGHWAY 133 FOR 2.3 MI TO RONNIES  LANE ROAD ON THE
 DH5035'LEFT, CONTINUE NORTH ON STATE HIGHWAY 133 FOR 0.1 MI TO THE STATION ON
 DH5035'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5035'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5035'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M  ABOVE HIGHWAY PAVEMENT.  THE
 DH5035'STATION IS 16.9 M EAST OF THE CENTERLINE OF STATE HIGHWAY  133, 98 M
 DH5035'SOUTHWEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --6875--  ,
 DH5035'57.3 M  NORTH-NORTHEAST OF A WOOD POST FOR AN --ADOPT A HIGHWAY
 DH5035'SPONSOR OPPORTUNITIES PLUS--  SIGN, 0.8 M WEST OF A BARBED WIRE FENCE,
 DH5035'1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS  POST, 1.0 M WEST OF
 DH5035'AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M NORTHEAST OF AN ORANGE
 DH5035'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5035'OBSTRUCTIONS EXTENDING  HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DH5035
 DH5035                          STATION RECOVERY (2005)
 DH5035
 DH5035'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5035'RECOVERED AS DESCRIBED.
 DH5035
 DH5035                          STATION RECOVERY (2007)
 DH5035
 DH5035'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5035'RECOVERED IN GOOD CONDITION.
 DH5035
 DH5035                          STATION RECOVERY (2010)
 DH5035
 DH5035'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DH5035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0600 ***********************************************************************
 PO0600  DESIGNATION -  CASTLE
 PO0600  PID         -  PO0600
 PO0600  STATE/COUNTY-  WI/JACKSON
 PO0600  COUNTRY     -  US
 PO0600  USGS QUAD   -  BLACK RIVER FALLS (2018)
 PO0600
 PO0600                         *CURRENT SURVEY CONTROL
 PO0600  ______________________________________________________________________
 PO0600* NAD 83(1996) POSITION- 44 16 47.51688(N) 090 49 18.52611(W)   ADJUSTED
 PO0600* NAVD 88 ORTHO HEIGHT -   337.7   (meters)     1108.    (feet) VERTCON3
 PO0600  ______________________________________________________________________
 PO0600  GEOID HEIGHT    -        -33.042 (meters)                     GEOID18
 PO0600  LAPLACE CORR    -         -8.11  (seconds)                    DEFLEC18
 PO0600  HORZ ORDER      -  SECOND
 PO0600
 PO0600.The horizontal coordinates were established by classical geodetic methods
 PO0600.and adjusted by the National Geodetic Survey in March 1999.
 PO0600
 PO0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0600
 PO0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0600.GEOID18 height accuracy estimate available here.
 PO0600
 PO0600.Click photographs - Photos may exist for this station.
 PO0600
 PO0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0600
 PO0600. The following values were computed from the NAD 83(1996) position.
 PO0600
 PO0600;                    North         East     Units Scale Factor Converg.
 PO0600;SPC WI C     -    49,949.895   534,397.632   MT  0.99999449   -0 34 47.5
 PO0600;SPC WI C     -   163,877.28  1,753,269.56   sFT  0.99999449   -0 34 47.5
 PO0600;UTM  15      - 4,905,264.893   673,812.361   MT  0.99997155   +1 31 16.0
 PO0600
 PO0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0600!SPC WI C     -   0.99995223  x   0.99999449  =   0.99994672
 PO0600!UTM  15      -   0.99995223  x   0.99997155  =   0.99992378
 PO0600
 PO0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7381205264(NAD 83)
 PO0600
 PO0600|---------------------------------------------------------------------|
 PO0600| PID    Reference Object                     Distance      Geod. Az  |
 PO0600|                                                           dddmmss.s |
 PO0600| CJ4404 CASTLE RM 1                           1.963 METERS 02552     |
 PO0600| CJ4405 CASTLE RM 2                           6.662 METERS 10142     |
 PO0600|---------------------------------------------------------------------|
 PO0600
 PO0600                          SUPERSEDED SURVEY CONTROL
 PO0600
 PO0600  NAD 83(1991)-  44 16 47.51668(N)    090 49 18.52535(W) AD(       ) 2
 PO0600  NAD 83(1986)-  44 16 47.51369(N)    090 49 18.53363(W) AD(       ) 2
 PO0600  NAD 27      -  44 16 47.65410(N)    090 49 18.03072(W) AD(       ) 2
 PO0600  NGVD 29 (07/19/86)  337.7    (m)         1108.     (f) VERT ANG       
 PO0600
 PO0600.Superseded values are not recommended for survey control.
 PO0600
 PO0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0600.See file dsdata.pdf to determine how the superseded data were derived.
 PO0600
 PO0600_MARKER: DD = SURVEY DISK
 PO0600_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PO0600_SP_SET: OBSERVATION PLATFORM
 PO0600_STAMPING: CASTLE 1967
 PO0600_MARK LOGO: USGS
 PO0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0600
 PO0600  HISTORY     - Date     Condition        Report By
 PO0600  HISTORY     - 1967     MONUMENTED       USGS
 PO0600
 PO0600                          STATION DESCRIPTION
 PO0600
 PO0600'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0600'THE STATION IS LOCATED 1.0 MI S. AND 1.0 MI E. OF BLACK RIVER
 PO0600'FALLS IN THE CASTLE MOUND RECREATION AREA OF THE BLACK RIVER
 PO0600'FOREST, ABOUT 320 YARDS SW. OF U.S. HWY. 12, AT AN OBSERVATION
 PO0600'STATION BUILT OVER THE PINNACLE OF A ROCK OUTCROP ON THE CREST
 PO0600'OF A PROMINENT NW.-SE. RIDGE, IN THE SW. QUARTER SEC. 24, T. 21
 PO0600'N., R. 4 W.
 PO0600'
 PO0600'TO REACH THE STATION FROM BLACK RIVER FALLS POST OFFICE, GO ONE
 PO0600'BLOCK E. AND ONE BLOCK N. TO THE JCT. OF U.S. HWY. 12 AND
 PO0600'WISC. HWY. 27, TURN RIGHT ON U.S. HWY. 12 AND GO SE. FOR 2.8 MI
 PO0600'(0.35 MI BEYOND THE ENTRANCE TO CASTLE MOUND) TO A TRAIL JCT. ON
 PO0600'THE RIGHT MARKED BY 8 IN. DIAMETER POST.  FOLLOW THE TRAIL,
 PO0600'CLIMBING TO THE TOP OF A STEEP ROCKY PINNACLE AND TO THE
 PO0600'STATION.
 PO0600'
 PO0600'THE STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 PO0600'CASTLE 1967 AND CEMENTED IN THE PLATFORM FLOOR ON NEARBY ROCK
 PO0600'BOULDERS.
 PO0600'
 PO0600'THE STATION MARK IS CEMENTED IN THE CENTER OF THE OBSERVATION
 PO0600'PLATFORM FLOOR, RECESSED LEVEL WITH THE SURFACE.
 PO0600'
 PO0600'REFERENCE MARK 1 IS 1.963 M. (6.44 FT) NNE. OF THE STATION.
 PO0600'
 PO0600'REFERENCE MARK 2 IS 6.662 M. (21.86 FT) E. OF THE STATION.
 PO0600'
 PO0600'NO AZIMUTH MARK WAS SET.  ANGLES WERE TURNED TO A MICROWAVE
 PO0600'TOWER ABOUT 7.0 MI NW.  POINTINGS WERE MADE TO THE TOP RED LIGHT.
 PO0600'
 PO0600'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1081 ***********************************************************************
 ON1081  DESIGNATION -  CASTLE RESET
 ON1081  PID         -  ON1081
 ON1081  STATE/COUNTY-  WI/GRANT
 ON1081  COUNTRY     -  US
 ON1081  USGS QUAD   -  CASTLE ROCK (2018)
 ON1081
 ON1081                         *CURRENT SURVEY CONTROL
 ON1081  ______________________________________________________________________
 ON1081* NAD 83(1996) POSITION- 43 03 28.25821(N) 090 34 02.97249(W)   ADJUSTED
 ON1081* NAVD 88 ORTHO HEIGHT -   349.    (meters)     1145.    (feet) SCALED
 ON1081  ______________________________________________________________________
 ON1081  GEOID HEIGHT    -        -33.122 (meters)                     GEOID18
 ON1081  LAPLACE CORR    -         -5.87  (seconds)                    DEFLEC18
 ON1081  HORZ ORDER      -  SECOND
 ON1081
 ON1081.The horizontal coordinates were established by classical geodetic methods
 ON1081.and adjusted by the National Geodetic Survey in March 1999.
 ON1081
 ON1081.The orthometric height was scaled from a topographic map.
 ON1081
 ON1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1081.GEOID18 height accuracy estimate available here.
 ON1081
 ON1081.Click photographs - Photos may exist for this station.
 ON1081
 ON1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1081
 ON1081. The following values were computed from the NAD 83(1996) position.
 ON1081
 ON1081;                    North         East     Units Scale Factor Converg.
 ON1081;SPC WI S     -   117,674.218   553,772.209   MT  0.99995041   -0 23 23.7
 ON1081;SPC WI S     -   386,069.50  1,816,834.32   sFT  0.99995041   -0 23 23.7
 ON1081;UTM  15      - 4,770,110.676   698,087.710   MT  1.00008273   +1 39 40.7
 ON1081
 ON1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1081!SPC WI S     -   0.99995048  x   0.99995041  =   0.99990089
 ON1081!UTM  15      -   0.99995048  x   1.00008273  =   1.00003320
 ON1081
 ON1081:                Primary Azimuth Mark                     Grid Az
 ON1081:SPC WI S     -  WALKER                                   257 09 34.2
 ON1081:UTM  15      -  WALKER                                   255 06 29.8
 ON1081
 ON1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9808770110(NAD 83)
 ON1081
 ON1081|---------------------------------------------------------------------|
 ON1081| PID    Reference Object                     Distance      Geod. Az  |
 ON1081|                                                           dddmmss.s |
 ON1081| CI8338 CASTLE RM 1                          10.311 METERS 10531     |
 ON1081| CI8340 CASTLE RM 3                          10.118 METERS 11942     |
 ON1081| CI8337 CASTLE AZ MK                                       1680112.9 |
 ON1081| ON1083 WALKER                              APPROX. 8.0 KM 2564610.5 |
 ON1081| CI8339 CASTLE RM 2                          12.780 METERS 33829     |
 ON1081| CI8341 CASTLE RM 4                          16.542 METERS 34424     |
 ON1081|---------------------------------------------------------------------|
 ON1081
 ON1081                          SUPERSEDED SURVEY CONTROL
 ON1081
 ON1081  NAD 83(1991)-  43 03 28.25656(N)    090 34 02.97148(W) AD(       ) 2
 ON1081  NAD 83(1986)-  43 03 28.25135(N)    090 34 02.97416(W) AD(       ) 2
 ON1081  NAD 27      -  43 03 28.29280(N)    090 34 02.53230(W) AD(       ) 2
 ON1081
 ON1081.Superseded values are not recommended for survey control.
 ON1081
 ON1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1081.See file dsdata.pdf to determine how the superseded data were derived.
 ON1081
 ON1081_MARKER: DS = TRIANGULATION STATION DISK
 ON1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1081_STAMPING: CASTLE 1959
 ON1081_MARK LOGO: CGS
 ON1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1081+STABILITY: SURFACE MOTION
 ON1081
 ON1081  HISTORY     - Date     Condition        Report By
 ON1081  HISTORY     - 1960     MONUMENTED       CGS
 ON1081  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 ON1081  HISTORY     - 20040816 GOOD             INDIV
 ON1081
 ON1081                          STATION DESCRIPTION
 ON1081
 ON1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 ON1081'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ON1081'AS DESCRIBED EXCEPT THAT THE STATION AND BOTH REFERENCE MARKS
 ON1081'WERE LOCATED IN THE MIDDLE OF THE DITCH ALONG A NEW GRADED
 ON1081'ROAD AND WERE SURROUNDED BY LARGE MOUNDS OF DIRT.  THE STATION
 ON1081'MARK AND UNDERGROUND STATION MARK WERE LOWERED AND THE TWO
 ON1081'REFERENCE MARKS WERE MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 ON1081'
 ON1081'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF MUSCODA, 8
 ON1081'MILES NORTHEAST OF FENNIMORE, AND ABOUT 2 MILES NORTHWEST
 ON1081'OF CASTLE ROCK IN THE NORTHWEST 1/4 OF SEC. 26, T 7 N, R 2 W
 ON1081'ON THE ROAD RIGHT-OF-WAY, 210 FEET WEST OF THE CENTER OF A
 ON1081'CROSSROAD INTERSECTION, 188 FEET WEST OF A NORTHEAST FENCE
 ON1081'CORNER, 55 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 17 FEET
 ON1081'SOUTH OF THE CENTER OF A NEW GRAVEL ROAD, 15 FEET NORTHWEST
 ON1081'OF A WEST GATE POST IN SOUTH RIGHT-OF-WAY FENCE, 12 FEET
 ON1081'NORTH OF THE FENCE, AND 1 FOOT EAST OF A NEW STEEL WITNESS
 ON1081'POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 ON1081'CASTLE 1958.
 ON1081'
 ON1081'TO REACH THE STATION FROM THE JUNCTION FROM THE JUNCTION OF
 ON1081'U.S. HIGHWAYS 18 AND 61 IN FENNIMORE, GO EAST ON U.S. HIGHWAY
 ON1081'18 FOR 0.6 MILE TO THE JUNCTION OF GRANT COUNTY ROAD Q.  KEEP
 ON1081'LEFT AND GO EAST AND NORTHEAST ON GRANT COUNTY ROAD Q FOR 6.8
 ON1081'MILES TO A GRAVEL ROAD LEFT JUST BEFORE REACHING A ROCK
 ON1081'QUARRY.  TURN LEFT OFF COUNTY ROAD Q AND GO NORTH ON MAIN
 ON1081'GRAVEL ROAD FOR 1.7 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 ON1081'CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.2 MILE TO CROSSROADS
 ON1081'AND THE STATION MARK WHICH IS 210 FEET WEST.
 ON1081'
 ON1081'REFERENCE MARK NO. 3 IS 33.19 FEET EAST-SOUTHEAST OF THE
 ON1081'STATION, 28 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 6 FEET
 ON1081'EAST OF AN EAST GATE POST, AND 1 FOOT NORTH OF A FENCE.  THE
 ON1081'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CASTLE NO 3
 ON1081'1958.
 ON1081'
 ON1081'REFERENCE MARK NO. 4 IS 54.27 FEET NORTH-NORTHWEST OF THE
 ON1081'STATION, 33 FEET NORTH OF THE CENTER OF GRAVEL ROAD, AND 2
 ON1081'FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES
 ON1081'AND THE DISK IS STAMPED CASTLE NO 4 1958.
 ON1081'
 ON1081'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 68 FEET NORTHEAST
 ON1081'OF A POWER POLE, 25 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 ON1081'1 FOOT WEST OF A FENCE, AND 1 FOOT NORTH OF A NEW STEEL WITNESS
 ON1081'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ON1081'CASTLE 1958.
 ON1081'
 ON1081'NOTE--THE AZIMUTH MARK WOULD REQUIRE A HIGH TARGET DUE TO A
 ON1081'CORNFIELD.
 ON1081
 ON1081                          STATION RECOVERY (1998)
 ON1081
 ON1081'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1081'MARK NOT FOUND.
 ON1081
 ON1081                          STATION RECOVERY (2004)
 ON1081
 ON1081'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JPA)
 ON1081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1156 ***********************************************************************
 ON1156  DESIGNATION -  CASTLE ROCK
 ON1156  PID         -  ON1156
 ON1156  STATE/COUNTY-  WI/MONROE
 ON1156  COUNTRY     -  US
 ON1156  USGS QUAD   -  SPARTA (2018)
 ON1156
 ON1156                         *CURRENT SURVEY CONTROL
 ON1156  ______________________________________________________________________
 ON1156* NAD 83(1996) POSITION- 43 59 16.66876(N) 090 51 47.67850(W)   ADJUSTED
 ON1156* NAVD 88 ORTHO HEIGHT -   407.    (meters)     1335.    (feet) SCALED
 ON1156  ______________________________________________________________________
 ON1156  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 ON1156  LAPLACE CORR    -         -8.98  (seconds)                    DEFLEC18
 ON1156  HORZ ORDER      -  SECOND
 ON1156
 ON1156.The horizontal coordinates were established by classical geodetic methods
 ON1156.and adjusted by the National Geodetic Survey in March 1999.
 ON1156
 ON1156.The orthometric height was scaled from a topographic map.
 ON1156
 ON1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1156.GEOID18 height accuracy estimate available here.
 ON1156
 ON1156.Click photographs - Photos may exist for this station.
 ON1156
 ON1156.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1156
 ON1156. The following values were computed from the NAD 83(1996) position.
 ON1156
 ON1156;                    North         East     Units Scale Factor Converg.
 ON1156;SPC WI S     -   221,208.152   530,750.765   MT  0.99998496   -0 35 35.3
 ON1156;SPC WI S     -   725,747.08  1,741,304.80   sFT  0.99998496   -0 35 35.3
 ON1156;UTM  15      - 4,872,755.518   671,348.605   MT  0.99996112   +1 29 03.7
 ON1156
 ON1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1156!SPC WI S     -   0.99994135  x   0.99998496  =   0.99992631
 ON1156!UTM  15      -   0.99994135  x   0.99996112  =   0.99990247
 ON1156
 ON1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7134872755(NAD 83)
 ON1156
 ON1156                          SUPERSEDED SURVEY CONTROL
 ON1156
 ON1156  NAD 83(1991)-  43 59 16.66861(N)    090 51 47.67912(W) AD(       ) 2
 ON1156  NAD 83(1986)-  43 59 16.66491(N)    090 51 47.68524(W) AD(       ) 2
 ON1156  NAD 27      -  43 59 16.79200(N)    090 51 47.21200(W) AD(       ) 2
 ON1156
 ON1156.Superseded values are not recommended for survey control.
 ON1156
 ON1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1156.See file dsdata.pdf to determine how the superseded data were derived.
 ON1156
 ON1156_MARKER: P = PIPE CAP
 ON1156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON1156_MARK LOGO: USGS
 ON1156_MAGNETIC: P = MARKER IS A STEEL PIPE
 ON1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON1156
 ON1156  HISTORY     - Date     Condition        Report By
 ON1156  HISTORY     - UNK      MONUMENTED       USGS
 ON1156  HISTORY     - 1930     GOOD             CGS
 ON1156  HISTORY     - 1969     MARK NOT FOUND   CGS
 ON1156
 ON1156                          STATION DESCRIPTION
 ON1156
 ON1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (ITS)
 ON1156'THIS IS A STATION OF THE U.S.G.S. AND IS LOCATED ABOUT 4 MILES
 ON1156'NW OF SPARTA, WIS., ON THE SUMMIT OF A LARGE PROMINENT WELL-KNOWN
 ON1156'BUTTE KNOWN LOCALLY AS CASTLE ROCK.  THE STATION IS MARKED
 ON1156'BY AN IRON PIPE WITH A BRONZE DISK ON TOP SOMEWHAT BATTERED
 ON1156'BUT STILL SOLID AND INTACT.  IT IS AN INTERSECTION STATION.
 ON1156'
 ON1156'REFERENCE MARKS NO. 1 AND 2 ARE STANDARD BRONZE DISKS IN
 ON1156'OUTCROPPING BEDROCK.
 ON1156'
 ON1156'REFERENCE MARK NO. 1 IS NW OF THE STATION AND BEARS 340 DEGREES
 ON1156'MAGNETIC FROM THE STATION.
 ON1156'
 ON1156'REFERENCE MARK NO. 2 IS SW OF THE STATION AND BEARS 222 DEGREES
 ON1156'MAGNETIC FROM THE STATION.
 ON1156'
 ON1156'STATION IS REACHED FROM SPARTA BY HIGHWAY 71, N 3-3/4 MILES
 ON1156'TO A DIRT ROAD LEADING W.  THIS ROAD LEADS UP A VALLEY AND
 ON1156'THE BUTTE IS PLAINLY VISIBLE FROM THE FORK.  FOLLOW THIS
 ON1156'ROAD W 1-1/2 MILES TO TOP OF GRADE NEAR A WHITE HOUSE AND
 ON1156'RED BARN ON RIGHT, AT BASE OF THE BUTTE.  FOLLOW AN OLD ROAD
 ON1156'GRADE NE ABOUT 300 YARDS TO THE PEAK AND CLIMB UP FINAL
 ON1156'ROCK BLUFF FROM NE SIDE.
 ON1156
 ON1156                          STATION RECOVERY (1969)
 ON1156
 ON1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ON1156'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  REFERENCE
 ON1156'MARK 1 WAS FOUND BY THE U.S. DEPT. OF AGRICULTURE IN A STREAM
 ON1156'NEAR BY AND WAS SALAVGED.  ACCORDING TO THE DESCRIPTION
 ON1156'THE STATION MARK WAS MARKED BY AN IRON PIPE WITH A BRONZE
 ON1156'DISK ATTACHED.  USING THE MEASUREMENT FROM REFERENCE MARK 2
 ON1156'A ROCK WAS FOUND IN THE VICINITY WITH WHAT IS THOUGHT TO BE
 ON1156'CEMENT AND BRASS SHAVINGS BUT NO IRON PIPE COULD BE FOUND.
 ON1156'
 ON1156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 ON1156'NORTHWEST OF SPARTA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5289 ***********************************************************************
 DH5289  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5289  DESIGNATION -  CASTLE ROCK C GPS
 DH5289  PID         -  DH5289
 DH5289  STATE/COUNTY-  WI/GRANT
 DH5289  COUNTRY     -  US
 DH5289  USGS QUAD   -  CASTLE ROCK (2018)
 DH5289
 DH5289                         *CURRENT SURVEY CONTROL
 DH5289  ______________________________________________________________________
 DH5289* NAD 83(2011) POSITION- 43 03 57.28202(N) 090 30 06.46576(W)   ADJUSTED
 DH5289* NAD 83(2011) ELLIP HT-   313.246 (meters)        (06/27/12)   ADJUSTED
 DH5289* NAD 83(2011) EPOCH   -  2010.00
 DH5289* NAVD 88 ORTHO HEIGHT -   346.53  (meters)     1136.9   (feet) GPS OBS
 DH5289  ______________________________________________________________________
 DH5289  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5289  GEOID HEIGHT    -        -33.283 (meters)                     GEOID12A
 DH5289  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 DH5289  NAD 83(2011) X  -    -40,874.654 (meters)                     COMP
 DH5289  NAD 83(2011) Y  - -4,667,006.256 (meters)                     COMP
 DH5289  NAD 83(2011) Z  -  4,333,068.010 (meters)                     COMP
 DH5289  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC18
 DH5289
 DH5289  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5289  Standards:
 DH5289         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5289            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5289  -------------------------------------------------------------------
 DH5289  NETWORK    0.25   0.37           0.11   0.09   0.19      0.01775071
 DH5289  -------------------------------------------------------------------
 DH5289  Click here for local accuracies and other accuracy information.
 DH5289
 DH5289.The horizontal coordinates were established by GPS observations
 DH5289.and adjusted by the National Geodetic Survey in June 2012.
 DH5289
 DH5289.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5289.been affixed to the stable North American tectonic plate. See 
 DH5289.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5289
 DH5289.The horizontal coordinates are valid at the epoch date displayed above
 DH5289.which is a decimal equivalence of Year/Month/Day.
 DH5289
 DH5289.The orthometric height was determined by GPS observations and a
 DH5289.high-resolution geoid model using precise GPS observation and
 DH5289.processing techniques.
 DH5289
 DH5289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5289.GEOID18 height accuracy estimate available here.
 DH5289
 DH5289.Click photographs - Photos may exist for this station.
 DH5289
 DH5289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5289
 DH5289.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5289
 DH5289.The ellipsoidal height was determined by GPS observations
 DH5289.and is referenced to NAD 83.
 DH5289
 DH5289. The following values were computed from the NAD 83(2011) position.
 DH5289
 DH5289;                    North         East     Units Scale Factor Converg.
 DH5289;SPC WI S     -   118,535.503   559,129.135   MT  0.99994958   -0 20 41.2
 DH5289;SPC WI S     -   388,895.23  1,834,409.50   sFT  0.99994958   -0 20 41.2
 DH5289;UTM  15      - 4,771,163.304   703,411.152   MT  1.00010903   +1 42 23.2
 DH5289
 DH5289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5289!SPC WI S     -   0.99995088  x   0.99994958  =   0.99990046
 DH5289!UTM  15      -   0.99995088  x   1.00010903  =   1.00005990
 DH5289
 DH5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0341171163(NAD 83)
 DH5289
 DH5289                          SUPERSEDED SURVEY CONTROL
 DH5289
 DH5289  NAD 83(2007)-  43 03 57.28210(N)    090 30 06.46663(W) AD(2002.00) 0
 DH5289  ELLIP H (02/10/07)  313.278  (m)                       GP(2002.00)    
 DH5289  NAD 83(1997)-  43 03 57.28191(N)    090 30 06.46707(W) AD(       ) 1
 DH5289  ELLIP H (08/01/05)  313.287  (m)                       GP(       ) 2 1
 DH5289  NAVD 88 (07/26/07)  346.53   (m)  GEOID03  model used  GPS OBS        
 DH5289
 DH5289.Superseded values are not recommended for survey control.
 DH5289
 DH5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5289.See file dsdata.pdf to determine how the superseded data were derived.
 DH5289
 DH5289_MARKER: DD = SURVEY DISK
 DH5289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5289_STAMPING: CASTLE ROCK C GPS 2004
 DH5289_MARK LOGO: WIDT
 DH5289_PROJECTION: FLUSH
 DH5289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5289+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DH5289
 DH5289  HISTORY     - Date     Condition        Report By
 DH5289  HISTORY     - 2003     MONUMENTED       WIDT
 DH5289  HISTORY     - 20071010 GOOD             WIDT
 DH5289
 DH5289                          STATION DESCRIPTION
 DH5289
 DH5289'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5289'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE NORTHERN MOST
 DH5289'JUNCTION OF  COUNTY HIGHWAY G WITH COUNTY HIGHWAY Q ABOUT 5 MI
 DH5289'SOUTHWEST OF THE VILLAGE MUSCODA,  GO SOUTH ON COUNTY HIGHWAY G FOR
 DH5289'5.1 MI TO BIBA ROAD ON THE LEFT, CONTINUE SOUTH ON  COUNTY HIGHWAY G
 DH5289'FOR 0.75 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH5289'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5289'DISK SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL
 DH5289'WITH THE HIGHWAY PAVEMENT.  THE  STATION IS 11.1 M EAST OF THE
 DH5289'CENTERLINE OF COUNTY HIGHWAY G, 138 M NORTH OF A WOOD POST  FOR A
 DH5289'--TRACTOR CROSSING-- SIGN, 88 M SOUTH OF A FIELD ENTRANCE, 3 M WEST OF
 DH5289'A CULTIVATED  FIELD, 1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5289'POST, 1.0 M NORTHEAST OF AN 4X4  PLASTIC WITNESS POST, AND 1.0 M WEST
 DH5289'OF AN ORANGE 4X4 WITNESS POST.  ---NOTE---THIS STATION  HAS NO VISIBLE
 DH5289'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5289
 DH5289                          STATION RECOVERY (2007)
 DH5289
 DH5289'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5289'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.49 MILE NORTH OF
 DH5289'WITEK ROAD AND 26.5 M NORTH OF A --CAUTION TELEPHONE CABLE
 DH5289'UNDERGROUND-- METAL SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5293 ***********************************************************************
 DH5293  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5293  DESIGNATION -  CASTLE ROCK GPS
 DH5293  PID         -  DH5293
 DH5293  STATE/COUNTY-  WI/GRANT
 DH5293  COUNTRY     -  US
 DH5293  USGS QUAD   -  CASTLE ROCK (2018)
 DH5293
 DH5293                         *CURRENT SURVEY CONTROL
 DH5293  ______________________________________________________________________
 DH5293* NAD 83(2011) POSITION- 43 03 28.08762(N) 090 34 02.40284(W)   ADJUSTED
 DH5293* NAD 83(2011) ELLIP HT-   315.543 (meters)        (06/27/12)   ADJUSTED
 DH5293* NAD 83(2011) EPOCH   -  2010.00
 DH5293* NAVD 88 ORTHO HEIGHT -   348.67  (meters)     1143.9   (feet) GPS OBS
 DH5293  ______________________________________________________________________
 DH5293  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5293  GEOID HEIGHT    -        -33.121 (meters)                     GEOID12A
 DH5293  GEOID HEIGHT    -        -33.122 (meters)                     GEOID18
 DH5293  NAD 83(2011) X  -    -46,219.113 (meters)                     COMP
 DH5293  NAD 83(2011) Y  - -4,667,573.266 (meters)                     COMP
 DH5293  NAD 83(2011) Z  -  4,332,411.317 (meters)                     COMP
 DH5293  LAPLACE CORR    -         -5.87  (seconds)                    DEFLEC18
 DH5293
 DH5293  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5293  Standards:
 DH5293         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5293            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5293  -------------------------------------------------------------------
 DH5293  NETWORK    0.20   0.29           0.09   0.07   0.15      0.07042895
 DH5293  -------------------------------------------------------------------
 DH5293  Click here for local accuracies and other accuracy information.
 DH5293
 DH5293.The horizontal coordinates were established by GPS observations
 DH5293.and adjusted by the National Geodetic Survey in June 2012.
 DH5293
 DH5293.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5293.been affixed to the stable North American tectonic plate. See 
 DH5293.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5293
 DH5293.The horizontal coordinates are valid at the epoch date displayed above
 DH5293.which is a decimal equivalence of Year/Month/Day.
 DH5293
 DH5293.The orthometric height was determined by GPS observations and a
 DH5293.high-resolution geoid model using precise GPS observation and
 DH5293.processing techniques.
 DH5293
 DH5293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5293.GEOID18 height accuracy estimate available here.
 DH5293
 DH5293.Click photographs - Photos may exist for this station.
 DH5293
 DH5293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5293
 DH5293.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5293
 DH5293.The ellipsoidal height was determined by GPS observations
 DH5293.and is referenced to NAD 83.
 DH5293
 DH5293. The following values were computed from the NAD 83(2011) position.
 DH5293
 DH5293;                    North         East     Units Scale Factor Converg.
 DH5293;SPC WI S     -   117,668.866   553,785.063   MT  0.99995041   -0 23 23.3
 DH5293;SPC WI S     -   386,051.94  1,816,876.49   sFT  0.99995041   -0 23 23.3
 DH5293;UTM  15      - 4,770,105.788   698,100.749   MT  1.00008280   +1 39 41.1
 DH5293
 DH5293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5293!SPC WI S     -   0.99995052  x   0.99995041  =   0.99990093
 DH5293!UTM  15      -   0.99995052  x   1.00008280  =   1.00003331
 DH5293
 DH5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9810070105(NAD 83)
 DH5293
 DH5293                          SUPERSEDED SURVEY CONTROL
 DH5293
 DH5293  NAD 83(2007)-  43 03 28.08768(N)    090 34 02.40371(W) AD(2002.00) 0
 DH5293  ELLIP H (02/10/07)  315.575  (m)                       GP(2002.00)    
 DH5293  NAD 83(1997)-  43 03 28.08752(N)    090 34 02.40414(W) AD(       ) 1
 DH5293  ELLIP H (08/01/05)  315.585  (m)                       GP(       ) 2 1
 DH5293  NAVD 88 (07/26/07)  348.66   (m)  GEOID03  model used  GPS OBS        
 DH5293
 DH5293.Superseded values are not recommended for survey control.
 DH5293
 DH5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5293.See file dsdata.pdf to determine how the superseded data were derived.
 DH5293
 DH5293_MARKER: DD = SURVEY DISK
 DH5293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5293_STAMPING: CASTLE ROCK GPS 2004
 DH5293_MARK LOGO: WIDT
 DH5293_PROJECTION: FLUSH
 DH5293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5293+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DH5293
 DH5293  HISTORY     - Date     Condition        Report By
 DH5293  HISTORY     - 2003     MONUMENTED       WIDT
 DH5293  HISTORY     - 20071010 GOOD             WIDT
 DH5293
 DH5293                          STATION DESCRIPTION
 DH5293
 DH5293'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5293'OWNERSHIP--TOWN OF HICKORY GROVE.  TO REACH THE STATION FROM THE
 DH5293'JUNCTION OF US  HIGHWAY 61 WITH COUNTY HIGHWAY T ABOUT 4 MI NORTH OF
 DH5293'THE CITY OF FENNIMORE, GO EAST  THEN NORTH ON COUNTY HIGHWAY T FOR 0.7
 DH5293'MI TO BREEZY HILL ROAD ON THE RIGHT, TURN RIGHT  AND GO EAST ON BREEZY
 DH5293'HILL ROAD FOR 1.7 MI TO IDEAL ROAD, CONTINUE EAST ON BREEZY HILL  ROAD
 DH5293'FOR 3.2 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5293'WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5293'STATION DISK SET IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT
 DH5293'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.1 M  SOUTH OF THE
 DH5293'CENTERLINE OF BREEZY HILL ROAD, 35.0 M WEST OF A METAL POST FOR A
 DH5293'--STOP--  SIGN, 9 M EAST OF A FIELD ENTRANCE, 2 M NORTH OF A
 DH5293'CULTIVATED FIELD, 1.0 M SOUTHEAST OF AN  ORANGE 4X4 PLASTIC WITNESS
 DH5293'POST, 1.0 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST,  AND 1.0
 DH5293'M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH5293'HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES.
 DH5293
 DH5293                          STATION RECOVERY (2007)
 DH5293
 DH5293'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5293'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- FROM
 DH5293'THE JUNCTION OF COUNTY HIGHWAY Q WITH COUNTY HIGHWAY G APPROXIMATELY 9
 DH5293'MILES NORTHEAST OF THE CITY OF FENNIMORE, GO SOUTHWEST ON COUNTY
 DH5293'HIGHWAY Q FOR 4.0 MILES TO HOMER ROAD RIGHT, TURN RIGHT AND GO NORTH
 DH5293'ON HOMER ROAD FOR 1.6 MILES TO BREEZY HILL ROAD, TURN LEFT AND GO WEST
 DH5293'ON BREEZY HILL ROAD FOR 50 M TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5291 ***********************************************************************
 DH5291  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5291  DESIGNATION -  CASTLE ROCK N GPS
 DH5291  PID         -  DH5291
 DH5291  STATE/COUNTY-  WI/GRANT
 DH5291  COUNTRY     -  US
 DH5291  USGS QUAD   -  CASTLE ROCK (2018)
 DH5291
 DH5291                         *CURRENT SURVEY CONTROL
 DH5291  ______________________________________________________________________
 DH5291* NAD 83(2011) POSITION- 43 07 06.47428(N) 090 31 47.27888(W)   ADJUSTED
 DH5291* NAD 83(2011) ELLIP HT-   184.144 (meters)        (06/27/12)   ADJUSTED
 DH5291* NAD 83(2011) EPOCH   -  2010.00
 DH5291* NAVD 88 ORTHO HEIGHT -   217.48  (meters)      713.5   (feet) GPS OBS
 DH5291  ______________________________________________________________________
 DH5291  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5291  GEOID HEIGHT    -        -33.339 (meters)                     GEOID12A
 DH5291  GEOID HEIGHT    -        -33.341 (meters)                     GEOID18
 DH5291  NAD 83(2011) X  -    -43,117.921 (meters)                     COMP
 DH5291  NAD 83(2011) Y  - -4,662,902.821 (meters)                     COMP
 DH5291  NAD 83(2011) Z  -  4,337,243.498 (meters)                     COMP
 DH5291  LAPLACE CORR    -         -5.56  (seconds)                    DEFLEC18
 DH5291
 DH5291  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5291  Standards:
 DH5291         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5291            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5291  -------------------------------------------------------------------
 DH5291  NETWORK    0.25   0.37           0.11   0.09   0.19      0.03837847
 DH5291  -------------------------------------------------------------------
 DH5291  Click here for local accuracies and other accuracy information.
 DH5291
 DH5291.The horizontal coordinates were established by GPS observations
 DH5291.and adjusted by the National Geodetic Survey in June 2012.
 DH5291
 DH5291.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5291.been affixed to the stable North American tectonic plate. See 
 DH5291.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5291
 DH5291.The horizontal coordinates are valid at the epoch date displayed above
 DH5291.which is a decimal equivalence of Year/Month/Day.
 DH5291
 DH5291.The orthometric height was determined by GPS observations and a
 DH5291.high-resolution geoid model using precise GPS observation and
 DH5291.processing techniques.
 DH5291
 DH5291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5291.GEOID18 height accuracy estimate available here.
 DH5291
 DH5291.Click photographs - Photos may exist for this station.
 DH5291
 DH5291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5291
 DH5291.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5291
 DH5291.The ellipsoidal height was determined by GPS observations
 DH5291.and is referenced to NAD 83.
 DH5291
 DH5291. The following values were computed from the NAD 83(2011) position.
 DH5291
 DH5291;                    North         East     Units Scale Factor Converg.
 DH5291;SPC WI S     -   124,387.580   556,885.384   MT  0.99994466   -0 21 50.5
 DH5291;SPC WI S     -   408,094.92  1,827,048.13   sFT  0.99994466   -0 21 50.5
 DH5291;UTM  15      - 4,776,932.182   700,958.903   MT  1.00009682   +1 41 20.3
 DH5291
 DH5291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5291!SPC WI S     -   0.99997112  x   0.99994466  =   0.99991578
 DH5291!UTM  15      -   0.99997112  x   1.00009682  =   1.00006794
 DH5291
 DH5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0095876932(NAD 83)
 DH5291
 DH5291                          SUPERSEDED SURVEY CONTROL
 DH5291
 DH5291  NAD 83(2007)-  43 07 06.47434(N)    090 31 47.27973(W) AD(2002.00) 0
 DH5291  ELLIP H (02/10/07)  184.176  (m)                       GP(2002.00)    
 DH5291  NAD 83(1997)-  43 07 06.47417(N)    090 31 47.28018(W) AD(       ) 1
 DH5291  ELLIP H (08/01/05)  184.186  (m)                       GP(       ) 2 1
 DH5291  NAVD 88 (07/26/07)  217.48   (m)  GEOID03  model used  GPS OBS        
 DH5291
 DH5291.Superseded values are not recommended for survey control.
 DH5291
 DH5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5291.See file dsdata.pdf to determine how the superseded data were derived.
 DH5291
 DH5291_MARKER: DD = SURVEY DISK
 DH5291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5291_STAMPING: CASTLE ROCK N GPS 2004
 DH5291_MARK LOGO: WIDT
 DH5291_PROJECTION: FLUSH
 DH5291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5291+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DH5291
 DH5291  HISTORY     - Date     Condition        Report By
 DH5291  HISTORY     - 2003     MONUMENTED       WIDT
 DH5291  HISTORY     - 20071010 GOOD             WIDT
 DH5291
 DH5291                          STATION DESCRIPTION
 DH5291
 DH5291'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5291'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5291'COUNTY HIGHWAY G  WITH COUNTY HIGHWAY Q ABOUT 5 MI SOUTHWEST OF THE
 DH5291'VILLAGE OF MUSCODA, GO SOUTHWEST  ON COUNTY HIGHWAY G FOR 1.3 MI TO
 DH5291'COUNTY HIGHWAY M ON THE RIGHT, TURN RIGHT AND GO  WEST ON COUNTY
 DH5291'HIGHWAY M FOR 0.15 MI TO THE STATION ON THE LEFT.  THE STATION IS A
 DH5291'BRONZE  WISCONSIN DEPARTMENT OF GEODETIC SURVEY CONTROL STATION DISK
 DH5291'SET IN THE TOP OF A 41-CM  DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5291'HIGHWAY PAVEMENT.  THE STATION IS 4.7 M  SOUTH OF THE CENTERLINE OF
 DH5291'COUNTY HIGWAY M, 60.4 M EAST OF A WOOD POST FOR A --STOP  AHEAD--
 DH5291'SIGN, 56.0 M WEST-SOUTHWEST OF A POWER POLE, 31.8 M EAST-SOUTHEAST OF
 DH5291'A POWER  POLE, 2 M NORTH OF A CULTIVATED FIELD, 1.0 M EAST OF AN
 DH5291'ORANGE 4X4 PLASTIC WITNESS POST,  AND 1.0 M WEST OF AN ORANGE 4X4
 DH5291'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5291'OBSTRUCTIONS EXTENDING HIGHER THAN 18 DEGREES ABOVE THE HORIZON.
 DH5291
 DH5291                          STATION RECOVERY (2007)
 DH5291
 DH5291'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0588 ***********************************************************************
 PO0588  DESIGNATION -  CATARACT LOT
 PO0588  PID         -  PO0588
 PO0588  STATE/COUNTY-  WI/MONROE
 PO0588  COUNTRY     -  US
 PO0588  USGS QUAD   -  CATARACT (2018)
 PO0588
 PO0588                         *CURRENT SURVEY CONTROL
 PO0588  ______________________________________________________________________
 PO0588* NAD 83(1996) POSITION- 44 01 23.99185(N) 090 49 17.87599(W)   ADJUSTED
 PO0588  ______________________________________________________________________
 PO0588  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 PO0588  LAPLACE CORR    -         -8.66  (seconds)                    DEFLEC18
 PO0588  HORZ ORDER      -  THIRD
 PO0588
 PO0588.The horizontal coordinates were established by classical geodetic methods
 PO0588.and adjusted by the National Geodetic Survey in March 1999.
 PO0588
 PO0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0588.GEOID18 height accuracy estimate available here.
 PO0588
 PO0588.Click photographs - Photos may exist for this station.
 PO0588
 PO0588.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0588
 PO0588. The following values were computed from the NAD 83(1996) position.
 PO0588
 PO0588;                    North         East     Units Scale Factor Converg.
 PO0588;SPC WI S     -   225,103.960   534,127.464   MT  0.99999149   -0 33 52.4
 PO0588;SPC WI S     -   738,528.58  1,752,383.19   sFT  0.99999149   -0 33 52.4
 PO0588;UTM  15      - 4,876,771.130   674,581.746   MT  0.99997487   +1 30 51.3
 PO0588
 PO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7458176771(NAD 83)
 PO0588
 PO0588                          SUPERSEDED SURVEY CONTROL
 PO0588
 PO0588  NAD 83(1991)-  44 01 23.99197(N)    090 49 17.87577(W) AD(       ) 3
 PO0588  NAD 83(1986)-  44 01 23.98831(N)    090 49 17.88159(W) AD(       ) 3
 PO0588  NAD 27      -  44 01 24.11928(N)    090 49 17.40171(W) AD(       ) 3
 PO0588
 PO0588.Superseded values are not recommended for survey control.
 PO0588
 PO0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0588.See file dsdata.pdf to determine how the superseded data were derived.
 PO0588
 PO0588_MARKER: 57 = LOOKOUT TOWER
 PO0588
 PO0588  HISTORY     - Date     Condition        Report By
 PO0588  HISTORY     - 1967     FIRST OBSERVED   USGS
 PO0588
 PO0588                          STATION DESCRIPTION
 PO0588
 PO0588'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0143 ***********************************************************************
 QN0143  DESIGNATION -  CATAWBA
 QN0143  PID         -  QN0143
 QN0143  STATE/COUNTY-  WI/PRICE
 QN0143  COUNTRY     -  US
 QN0143  USGS QUAD   -  KENNAN (2018)
 QN0143
 QN0143                         *CURRENT SURVEY CONTROL
 QN0143  ______________________________________________________________________
 QN0143* NAD 83(1991) POSITION- 45 31 59.95342(N) 090 32 57.49999(W)   ADJUSTED
 QN0143* NAVD 88 ORTHO HEIGHT -   461.741 (meters)     1514.90  (feet) ADJUSTED
 QN0143  ______________________________________________________________________
 QN0143  GEOID HEIGHT    -        -30.458 (meters)                     GEOID18
 QN0143  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 QN0143  DYNAMIC HEIGHT  -        461.721 (meters)     1514.83  (feet) COMP
 QN0143  MODELED GRAVITY -    980,558.7   (mgal)                       NAVD 88
 QN0143
 QN0143  HORZ ORDER      -  FIRST
 QN0143  VERT ORDER      -  FIRST     CLASS II
 QN0143
 QN0143.The horizontal coordinates were established by classical geodetic methods
 QN0143.and adjusted by the National Geodetic Survey in November 1991.
 QN0143
 QN0143.The orthometric height was determined by differential leveling and
 QN0143.adjusted by the NATIONAL GEODETIC SURVEY
 QN0143.in June 1991.
 QN0143
 QN0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0143.GEOID18 height accuracy estimate available here.
 QN0143
 QN0143.Click photographs - Photos may exist for this station.
 QN0143
 QN0143.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0143
 QN0143.The dynamic height is computed by dividing the NAVD 88
 QN0143.geopotential number by the normal gravity value computed on the
 QN0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0143.degrees latitude (g = 980.6199 gals.).
 QN0143
 QN0143.The modeled gravity was interpolated from observed gravity values.
 QN0143
 QN0143. The following values were computed from the NAD 83(1991) position.
 QN0143
 QN0143;                    North         East     Units Scale Factor Converg.
 QN0143;SPC WI N     -    40,899.718   557,092.747   MT  1.00000622   -0 23 46.5
 QN0143;SPC WI N     -   134,185.16  1,827,728.45   sFT  1.00000622   -0 23 46.5
 QN0143;SPC WI C     -   189,053.936   557,092.720   MT  1.00000652   -0 23 15.3
 QN0143;SPC WI C     -   620,254.46  1,827,728.37   sFT  1.00000652   -0 23 15.3
 QN0143;UTM  15      - 5,045,119.702   691,350.943   MT  1.00005019   +1 44 58.2
 QN0143
 QN0143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0143!SPC WI N     -   0.99993239  x   1.00000622  =   0.99993861
 QN0143!SPC WI C     -   0.99993239  x   1.00000652  =   0.99993891
 QN0143!UTM  15      -   0.99993239  x   1.00005019  =   0.99998258
 QN0143
 QN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9135045119(NAD 83)
 QN0143
 QN0143                          SUPERSEDED SURVEY CONTROL
 QN0143
 QN0143  NAD 83(1986)-  45 31 59.94894(N)    090 32 57.49398(W) AD(       ) 1
 QN0143  NAD 27      -  45 32 00.06600(N)    090 32 56.96500(W) AD(       ) 1
 QN0143  USSD        -  45 32 00.35700(N)    090 32 56.72800(W) AD(       ) 3
 QN0143  NGVD 29 (??/??/92)  461.734  (m)         1514.87   (f) ADJ UNCH    1 2
 QN0143  NGVD 29             461.73   (m)         1514.9    (f) LEVELING    3  
 QN0143
 QN0143.Superseded values are not recommended for survey control.
 QN0143
 QN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0143.See file dsdata.pdf to determine how the superseded data were derived.
 QN0143
 QN0143_MARKER: DS = TRIANGULATION STATION DISK
 QN0143_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QN0143_SP_SET: BLOCK
 QN0143_STAMPING: CATAWBA 1921
 QN0143_MARK LOGO: CGS
 QN0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0143+STABILITY: SURFACE MOTION
 QN0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0143+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 QN0143
 QN0143  HISTORY     - Date     Condition        Report By
 QN0143  HISTORY     - 1921     MONUMENTED       CGS
 QN0143  HISTORY     - 1922     GOOD             CGS
 QN0143  HISTORY     - 1934     POOR             CGS
 QN0143  HISTORY     - 1952     GOOD             CGS
 QN0143  HISTORY     - 1952     GOOD             CGS
 QN0143  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0143  HISTORY     - 20040719 GOOD             WIDT
 QN0143  HISTORY     - 20040930 MARK NOT FOUND   WIDT
 QN0143
 QN0143                          STATION DESCRIPTION
 QN0143
 QN0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0143'STATION IS 1 MILE W OF CATAWBA, ON THE N SIDE OF THE TRACK
 QN0143'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 QN0143'ON THE EXTENSION OF THE N RAIL FROM BOTH THE E AND W, OF THE
 QN0143'FIRST CURVE W OF CATAWBA.  IT IS 6.19 METERS (20.315 FEET)
 QN0143'N OF N RAIL.
 QN0143'
 QN0143'STATION MARK IS A STANDARD BRONZE DISK SET IN A LARGE 3- BY
 QN0143'3- BY 4-FOOT CONCRETE BLOCK.
 QN0143'
 QN0143'THERE ARE NO REFERENCE MARKS.
 QN0143
 QN0143                          STATION RECOVERY (1922)
 QN0143
 QN0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QN0143'1 MI W FROM CATAWBA.
 QN0143'1 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0143'MARIE RAILROAD FROM CATAWBA, PRICE COUNTY, AT THE FIRST CURVE
 QN0143'WEST OF CATAWBA, AT THE INTERSECTION OF THE LINES DEFINED BY
 QN0143'THE NORTH RAIL OF THE EAST TANGENT AND THE NORTH RAIL OF THE WEST
 QN0143'TANGENT, 20.3 FEET NORTH OF THE NORTH RAIL, AND IN THE TOP OF A
 QN0143'3-FOOT SQUARE CONCRETE BLOCK.  A STANDARD TRIANGULATION-STATION
 QN0143'DISK, STAMPED CATAWBA 1921.
 QN0143
 QN0143                          STATION RECOVERY (1934)
 QN0143
 QN0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0143'MARK RECOVERED IN POOR CONDITION.
 QN0143
 QN0143                          STATION RECOVERY (1952)
 QN0143
 QN0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0143'RECOVERED AS PREVIOUSLY DESCRIBED AND THE MARK WAS FOUND TO
 QN0143'BE IN GOOD CONDITION.
 QN0143
 QN0143                          STATION RECOVERY (1952)
 QN0143
 QN0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0143'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS FOUND
 QN0143'TO BE IN VERY GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 QN0143'WITH THE FOLLOWING ADDED INFORMATION.
 QN0143'
 QN0143'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8
 QN0143'AND COUNTY ROAD I IN CATAWBA, GO WEST ON U.S. HIGHWAY 8 FOR
 QN0143'0.95 MILE TO A SET OF FARM BUILDINGS ON THE LEFT, TURN LEFT
 QN0143'ON THE PRIVATE DRIVEWAY, PASS THROUGH THE GATE AT THE NORTHEAST
 QN0143'CORNER OF THE BARN AND GO SOUTH ACROSS THE PASTURE FOR 0.25
 QN0143'MILE TO THE RAILROAD TRACK AND THE STATION ABOUT 600 YARDS
 QN0143'EAST OF A POINT WHERE A GRAVEL ROAD CROSSES THE RAILROAD.
 QN0143
 QN0143                          STATION RECOVERY (1985)
 QN0143
 QN0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0143'MARK NOT FOUND.
 QN0143
 QN0143                          STATION RECOVERY (2004)
 QN0143
 QN0143'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0143'22.5' N OF N. RAIL ON LINE WITH FARM ROAD TO THE SOUTH
 QN0143
 QN0143                          STATION RECOVERY (2004)
 QN0143
 QN0143'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8454 ***********************************************************************
 DM8454  DESIGNATION -  CATAWBA E GPS
 DM8454  PID         -  DM8454
 DM8454  STATE/COUNTY-  WI/PRICE
 DM8454  COUNTRY     -  US
 DM8454  USGS QUAD   -  OGEMA NW (2018)
 DM8454
 DM8454                         *CURRENT SURVEY CONTROL
 DM8454  ______________________________________________________________________
 DM8454* NAD 83(2011) POSITION- 45 27 46.53136(N) 090 28 05.51839(W)   ADJUSTED
 DM8454* NAD 83(2011) ELLIP HT-   408.694 (meters)        (04/15/13)   ADJUSTED
 DM8454* NAD 83(2011) EPOCH   -  2010.00
 DM8454* NAVD 88 ORTHO HEIGHT -   439.270 (meters)     1441.17  (feet) ADJUSTED
 DM8454  ______________________________________________________________________
 DM8454  GEOID HEIGHT    -        -30.579 (meters)                     GEOID18
 DM8454  NAD 83(2011) X  -    -36,619.514 (meters)                     COMP
 DM8454  NAD 83(2011) Y  - -4,481,202.236 (meters)                     COMP
 DM8454  NAD 83(2011) Z  -  4,523,871.462 (meters)                     COMP
 DM8454  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 DM8454  DYNAMIC HEIGHT  -        439.253 (meters)     1441.12  (feet) COMP
 DM8454  MODELED GRAVITY -    980,562.1   (mgal)                       NAVD 88
 DM8454
 DM8454  VERT ORDER      -  SECOND    CLASS I
 DM8454
 DM8454  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8454  Standards:
 DM8454         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8454            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8454  -------------------------------------------------------------------
 DM8454  NETWORK    0.58   1.08           0.26   0.21   0.55      0.04782253
 DM8454  -------------------------------------------------------------------
 DM8454  Click here for local accuracies and other accuracy information.
 DM8454
 DM8454.The horizontal coordinates were established by GPS observations
 DM8454.and adjusted by the National Geodetic Survey in April 2013.
 DM8454
 DM8454.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8454.been affixed to the stable North American tectonic plate. See 
 DM8454.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8454
 DM8454.The horizontal coordinates are valid at the epoch date displayed above
 DM8454.which is a decimal equivalence of Year/Month/Day.
 DM8454
 DM8454.The orthometric height was determined by differential leveling and
 DM8454.adjusted by the WI DEPT OF TRANSP
 DM8454.in May 2012.
 DM8454
 DM8454.No vertical observational check was made to the station.
 DM8454
 DM8454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8454.GEOID18 height accuracy estimate available here.
 DM8454
 DM8454.Click photographs - Photos may exist for this station.
 DM8454
 DM8454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8454
 DM8454.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8454
 DM8454.The ellipsoidal height was determined by GPS observations
 DM8454.and is referenced to NAD 83.
 DM8454
 DM8454.The dynamic height is computed by dividing the NAVD 88
 DM8454.geopotential number by the normal gravity value computed on the
 DM8454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8454.degrees latitude (g = 980.6199 gals.).
 DM8454
 DM8454.The modeled gravity was interpolated from observed gravity values.
 DM8454
 DM8454. The following values were computed from the NAD 83(2011) position.
 DM8454
 DM8454;                    North         East     Units Scale Factor Converg.
 DM8454;SPC WI N     -    33,035.362   563,381.884   MT  1.00002045   -0 20 15.9
 DM8454;SPC WI N     -   108,383.52  1,848,362.06   sFT  1.00002045   -0 20 15.9
 DM8454;UTM  15      - 5,037,495.777   697,930.288   MT  1.00008169   +1 48 18.9
 DM8454
 DM8454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8454!SPC WI N     -   0.99993593  x   1.00002045  =   0.99995638
 DM8454!UTM  15      -   0.99993593  x   1.00008169  =   1.00001761
 DM8454
 DM8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9793037495(NAD 83)
 DM8454
 DM8454                          SUPERSEDED SURVEY CONTROL
 DM8454
 DM8454  NAD 83(2007)-  45 27 46.53137(N)    090 28 05.51895(W) AD(2002.00) 1
 DM8454  ELLIP H (04/06/12)  408.727  (m)                       GP(2002.00) 1 1
 DM8454  NAVD 88             439.27   (m)         1441.2    (f) LEVELING    3  
 DM8454
 DM8454.Superseded values are not recommended for survey control.
 DM8454
 DM8454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8454.See file dsdata.pdf to determine how the superseded data were derived.
 DM8454
 DM8454_MARKER: DD = SURVEY DISK
 DM8454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8454_STAMPING: CATAWBA E GPS 2006
 DM8454_MARK LOGO: WIDT
 DM8454_PROJECTION: FLUSH
 DM8454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8454+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2009
 DM8454
 DM8454  HISTORY     - Date     Condition        Report By
 DM8454  HISTORY     - 2005     MONUMENTED       WIDT
 DM8454  HISTORY     - 20090728 GOOD             WIDT
 DM8454
 DM8454                          STATION DESCRIPTION
 DM8454
 DM8454'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8454'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DM8454'HIGHWAY O APPROXIMATELY 3.4 MI (5.5 KM) EAST-NORTHEAST OF THE VILLAGE
 DM8454'OF CATAWBA, GO SOUTH ON COUNTY HIGHWAY O FOR 6.5 MI (10.5 KM) TO
 DM8454'HOBBLES CREEK ROAD.  TURN RIGHT AND GO WEST ON HOBBLES CREEK ROAD FOR
 DM8454'1.31 MI (2.1 KM) TO THE STATION ON THE LEFT.
 DM8454'
 DM8454'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8454'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8454'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8454'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DM8454'
 DM8454'THE STATION IS 11.6 M (38.1 FT) SOUTH OF THE CENTERLINE OF HOBBLES
 DM8454'CREEK ROAD, 41.9 M (137.5 FT) WEST OF THE EXTENDED CENTERLINE OF
 DM8454'PRIVATE ENTRANCE NUMBER 'W8018', 39.8 M (130.6 FT) WEST OF TELEPHONE
 DM8454'PEDESTAL NUMBER 'HBBL 6000 15', 25.4 M (83.3 FT) EAST OF A POWER POLE
 DM8454'AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DM8454'SURROUNDING THE STATION.
 DM8454'
 DM8454'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8454'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7348 ***********************************************************************
 DN7348  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7348  DESIGNATION -  CATAWBA GPS
 DN7348  PID         -  DN7348
 DN7348  STATE/COUNTY-  WI/PRICE
 DN7348  COUNTRY     -  US
 DN7348  USGS QUAD   -  JUMP RIVER FIRE TOWER NE (2018)
 DN7348
 DN7348                         *CURRENT SURVEY CONTROL
 DN7348  ______________________________________________________________________
 DN7348* NAD 83(2011) POSITION- 45 26 48.76525(N) 090 31 59.02869(W)   ADJUSTED
 DN7348* NAD 83(2011) ELLIP HT-   381.888 (meters)        (04/15/13)   ADJUSTED
 DN7348* NAD 83(2011) EPOCH   -  2010.00
 DN7348* NAVD 88 ORTHO HEIGHT -   412.45  (meters)     1353.2   (feet) GPS OBS
 DN7348  ______________________________________________________________________
 DN7348  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7348  GEOID HEIGHT    -        -30.553 (meters)                     GEOID12A
 DN7348  GEOID HEIGHT    -        -30.564 (meters)                     GEOID18
 DN7348  NAD 83(2011) X  -    -41,704.264 (meters)                     COMP
 DN7348  NAD 83(2011) Y  - -4,482,410.141 (meters)                     COMP
 DN7348  NAD 83(2011) Z  -  4,522,601.292 (meters)                     COMP
 DN7348  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 DN7348
 DN7348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7348  Standards:
 DN7348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7348  -------------------------------------------------------------------
 DN7348  NETWORK    0.76   1.29           0.34   0.27   0.66     -0.01053831
 DN7348  -------------------------------------------------------------------
 DN7348  Click here for local accuracies and other accuracy information.
 DN7348
 DN7348.The horizontal coordinates were established by GPS observations
 DN7348.and adjusted by the National Geodetic Survey in April 2013.
 DN7348
 DN7348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7348.been affixed to the stable North American tectonic plate. See 
 DN7348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7348
 DN7348.The horizontal coordinates are valid at the epoch date displayed above
 DN7348.which is a decimal equivalence of Year/Month/Day.
 DN7348
 DN7348.The orthometric height was determined by GPS observations and a
 DN7348.high-resolution geoid model using precise GPS observation and
 DN7348.processing techniques.
 DN7348
 DN7348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7348.GEOID18 height accuracy estimate available here.
 DN7348
 DN7348.Click photographs - Photos may exist for this station.
 DN7348
 DN7348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7348
 DN7348.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7348
 DN7348.The ellipsoidal height was determined by GPS observations
 DN7348.and is referenced to NAD 83.
 DN7348
 DN7348. The following values were computed from the NAD 83(2011) position.
 DN7348
 DN7348;                    North         East     Units Scale Factor Converg.
 DN7348;SPC WI N     -    31,283.960   558,296.944   MT  1.00002390   -0 23 04.3
 DN7348;SPC WI N     -   102,637.46  1,831,679.22   sFT  1.00002390   -0 23 04.3
 DN7348;UTM  15      - 5,035,555.362   692,914.157   MT  1.00005759   +1 45 30.5
 DN7348
 DN7348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7348!SPC WI N     -   0.99994013  x   1.00002390  =   0.99996403
 DN7348!UTM  15      -   0.99994013  x   1.00005759  =   0.99999772
 DN7348
 DN7348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9291435555(NAD 83)
 DN7348
 DN7348                          SUPERSEDED SURVEY CONTROL
 DN7348
 DN7348  NAD 83(2007)-  45 26 48.76535(N)    090 31 59.02917(W) AD(2002.00) 1
 DN7348  ELLIP H (04/06/12)  381.922  (m)                       GP(2002.00) 1 1
 DN7348
 DN7348.Superseded values are not recommended for survey control.
 DN7348
 DN7348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7348.See file dsdata.pdf to determine how the superseded data were derived.
 DN7348
 DN7348_MARKER: DD = SURVEY DISK
 DN7348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7348_STAMPING: CATAWBA GPS 1995
 DN7348_MARK LOGO: WI-099
 DN7348_PROJECTION: RECESSED 25 CENTIMETERS
 DN7348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7348+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2009
 DN7348
 DN7348  HISTORY     - Date     Condition        Report By
 DN7348  HISTORY     - 1995     MONUMENTED       WI-099
 DN7348  HISTORY     - 20090729 GOOD             WIDT
 DN7348
 DN7348                          STATION DESCRIPTION
 DN7348
 DN7348'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN7348'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (GRUBER AVENUE)
 DN7348'WITH COUNTY HIGHWAY I (MAIN STREET) IN THE VILLAGE OF CATAWBA, GO
 DN7348'SOUTH ON COUNTY HIGHWAY I FOR 6.1 MI (9.8 KM) TO FOREST LANE.
 DN7348'CONTINUE SOUTH ON COUNTY HIGHWAY I FOR 0.27 MI (0.4 KM) TO THE STATION
 DN7348'ON THE LEFT.
 DN7348'
 DN7348'THE STATION IS A BRONZE PRICE COUNTY GEODETIC CONTROL MARKER DISK SET
 DN7348'IN THE TOP OF A 35 CM (14 INCH) DIAMETER CONCRETE POST, RECESSED 25 CM
 DN7348'(10 INCHES) BELOW GROUND LEVEL AND APPROXIMATELY 0.1 M (0.3 FT) LOWER
 DN7348'THAN THE HIGHWAY PAVEMENT.  THE STATION IS 7.6 M (24.9 FT) EAST OF THE
 DN7348'CENTERLINE OF COUNTY HIGHWAY I, 89.5 M (293.6 FT) NORTH OF THE
 DN7348'EXTENDED CENTER OF PRIVATE ENTRANCE -N2049-, 82.0 M (269.0 FT)
 DN7348'NORTH-NORTHEAST OF A -NARROW BRIDGE AHEAD- SIGN POST, 38.4 M (126.0
 DN7348'FT) SOUTHEAST OF POWER POLE '81PEC' WITH ONE GUY WIRE, 43 M (141.1 FT)
 DN7348'NORTHEAST OF POWER POLE '82PEC', 28.9 M (94.8 FT) SOUTHEAST OF A
 DN7348'WOODEN CORNER FENCE POST AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4
 DN7348'PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7348'
 DN7348'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7348'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8437 ***********************************************************************
 DM8437  DESIGNATION -  CATAWBA N GPS
 DM8437  PID         -  DM8437
 DM8437  STATE/COUNTY-  WI/PRICE
 DM8437  COUNTRY     -  US
 DM8437  USGS QUAD   -  PENNINGTON (2018)
 DM8437
 DM8437                         *CURRENT SURVEY CONTROL
 DM8437  ______________________________________________________________________
 DM8437* NAD 83(2011) POSITION- 45 32 30.14523(N) 090 27 32.92316(W)   ADJUSTED
 DM8437* NAD 83(2011) ELLIP HT-   416.348 (meters)        (04/15/13)   ADJUSTED
 DM8437* NAD 83(2011) EPOCH   -  2010.00
 DM8437* NAVD 88 ORTHO HEIGHT -   446.829 (meters)     1465.97  (feet) ADJUSTED
 DM8437  ______________________________________________________________________
 DM8437  GEOID HEIGHT    -        -30.480 (meters)                     GEOID18
 DM8437  NAD 83(2011) X  -    -35,861.358 (meters)                     COMP
 DM8437  NAD 83(2011) Y  - -4,474,967.719 (meters)                     COMP
 DM8437  NAD 83(2011) Z  -  4,530,014.169 (meters)                     COMP
 DM8437  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 DM8437  DYNAMIC HEIGHT  -        446.813 (meters)     1465.92  (feet) COMP
 DM8437  MODELED GRAVITY -    980,566.2   (mgal)                       NAVD 88
 DM8437
 DM8437  VERT ORDER      -  SECOND    CLASS I
 DM8437
 DM8437  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8437  Standards:
 DM8437         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8437            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8437  -------------------------------------------------------------------
 DM8437  NETWORK    0.44   0.82           0.20   0.15   0.42     -0.02702961
 DM8437  -------------------------------------------------------------------
 DM8437  Click here for local accuracies and other accuracy information.
 DM8437
 DM8437.The horizontal coordinates were established by GPS observations
 DM8437.and adjusted by the National Geodetic Survey in April 2013.
 DM8437
 DM8437.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8437.been affixed to the stable North American tectonic plate. See 
 DM8437.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8437
 DM8437.The horizontal coordinates are valid at the epoch date displayed above
 DM8437.which is a decimal equivalence of Year/Month/Day.
 DM8437
 DM8437.The orthometric height was determined by differential leveling and
 DM8437.adjusted by the WI DEPT OF TRANSP
 DM8437.in May 2012.
 DM8437
 DM8437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8437.GEOID18 height accuracy estimate available here.
 DM8437
 DM8437.Click photographs - Photos may exist for this station.
 DM8437
 DM8437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8437
 DM8437.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8437
 DM8437.The ellipsoidal height was determined by GPS observations
 DM8437.and is referenced to NAD 83.
 DM8437
 DM8437.The dynamic height is computed by dividing the NAVD 88
 DM8437.geopotential number by the normal gravity value computed on the
 DM8437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8437.degrees latitude (g = 980.6199 gals.).
 DM8437
 DM8437.The modeled gravity was interpolated from observed gravity values.
 DM8437
 DM8437. The following values were computed from the NAD 83(2011) position.
 DM8437
 DM8437;                    North         East     Units Scale Factor Converg.
 DM8437;SPC WI N     -    41,787.107   564,140.629   MT  1.00000462   -0 19 52.4
 DM8437;SPC WI N     -   137,096.53  1,850,851.38   sFT  1.00000462   -0 19 52.4
 DM8437;UTM  15      - 5,046,270.398   698,361.091   MT  1.00008378   +1 48 50.9
 DM8437
 DM8437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8437!SPC WI N     -   0.99993473  x   1.00000462  =   0.99993935
 DM8437!UTM  15      -   0.99993473  x   1.00008378  =   1.00001851
 DM8437
 DM8437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9836146270(NAD 83)
 DM8437
 DM8437                          SUPERSEDED SURVEY CONTROL
 DM8437
 DM8437  NAD 83(2007)-  45 32 30.14527(N)    090 27 32.92382(W) AD(2002.00) 1
 DM8437  ELLIP H (04/06/12)  416.384  (m)                       GP(2002.00) 1 1
 DM8437  NAVD 88             446.83   (m)         1466.0    (f) LEVELING    3  
 DM8437
 DM8437.Superseded values are not recommended for survey control.
 DM8437
 DM8437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8437.See file dsdata.pdf to determine how the superseded data were derived.
 DM8437
 DM8437_MARKER: DD = SURVEY DISK
 DM8437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8437_STAMPING: CATAWBA N GPS 2006
 DM8437_MARK LOGO: WIDT
 DM8437_PROJECTION: FLUSH
 DM8437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8437+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2010
 DM8437
 DM8437  HISTORY     - Date     Condition        Report By
 DM8437  HISTORY     - 2005     MONUMENTED       WIDT
 DM8437  HISTORY     - 20090806 GOOD             WIDT
 DM8437  HISTORY     - 20100622 GOOD             WIDT
 DM8437
 DM8437                          STATION DESCRIPTION
 DM8437
 DM8437'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8437'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DM8437'HIGHWAY 111 APPROXIMATELY 1.8 MI (2.9 KM) EAST OF THE VILLAGE OF
 DM8437'CATAWBA, GO EAST ON US HIGHWAY 8 FOR 1.8 MI (2.9 KM) TO COUNTY HIGHWAY
 DM8437'O RIGHT.  TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY O FOR 0.12 MI (0.2
 DM8437'KM) TO THE STATION ON THE LEFT.
 DM8437'
 DM8437'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8437'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8437'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8437'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DM8437'THE STATION IS 9.4 M (30.8 FT) EAST OF COUNTY HIGHWAY O, 77.5 M (254.3
 DM8437'FT) NORTH OF A RAILROAD CROSSING, 46.0 M (150.9 FT) NORTH OF A 'STOP
 DM8437'AHEAD' WOODEN SIGN POST, 36.9 M (121.1 FT) SOUTH OF THE EXTENDED
 DM8437'CENTERLINE OF PRIVATE ENTRANCE NUMBER 'N4749' AND IS 1 M (3.3 FT) FROM
 DM8437'THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DM8437'
 DM8437'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8437'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE NORTH EXTENDING TO
 DM8437'30 DEGREES AND TREES IN THE WEST QUADRANTS EXTENDING TO 20 DEGREES
 DM8437'ABOVE THE HORIZON.
 DM8437
 DM8437                          STATION RECOVERY (2010)
 DM8437
 DM8437'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 DM8437'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8443 ***********************************************************************
 DM8443  DESIGNATION -  CATAWBA S GPS
 DM8443  PID         -  DM8443
 DM8443  STATE/COUNTY-  WI/PRICE
 DM8443  COUNTRY     -  US
 DM8443  USGS QUAD   -  OGEMA NW (2018)
 DM8443
 DM8443                         *CURRENT SURVEY CONTROL
 DM8443  ______________________________________________________________________
 DM8443* NAD 83(2011) POSITION- 45 25 38.63867(N) 090 27 14.24586(W)   ADJUSTED
 DM8443* NAD 83(2011) ELLIP HT-   397.486 (meters)        (04/15/13)   ADJUSTED
 DM8443* NAD 83(2011) EPOCH   -  2010.00
 DM8443* NAVD 88 ORTHO HEIGHT -   428.182 (meters)     1404.79  (feet) ADJUSTED
 DM8443  ______________________________________________________________________
 DM8443  GEOID HEIGHT    -        -30.693 (meters)                     GEOID18
 DM8443  NAD 83(2011) X  -    -35,527.823 (meters)                     COMP
 DM8443  NAD 83(2011) Y  - -4,484,016.938 (meters)                     COMP
 DM8443  NAD 83(2011) Z  -  4,521,093.172 (meters)                     COMP
 DM8443  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 DM8443  DYNAMIC HEIGHT  -        428.158 (meters)     1404.72  (feet) COMP
 DM8443  MODELED GRAVITY -    980,546.2   (mgal)                       NAVD 88
 DM8443
 DM8443  VERT ORDER      -  SECOND    CLASS I
 DM8443
 DM8443  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8443  Standards:
 DM8443         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8443            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8443  -------------------------------------------------------------------
 DM8443  NETWORK    0.59   1.06           0.26   0.22   0.54      0.08398927
 DM8443  -------------------------------------------------------------------
 DM8443  Click here for local accuracies and other accuracy information.
 DM8443
 DM8443.The horizontal coordinates were established by GPS observations
 DM8443.and adjusted by the National Geodetic Survey in April 2013.
 DM8443
 DM8443.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8443.been affixed to the stable North American tectonic plate. See 
 DM8443.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8443
 DM8443.The horizontal coordinates are valid at the epoch date displayed above
 DM8443.which is a decimal equivalence of Year/Month/Day.
 DM8443
 DM8443.The orthometric height was determined by differential leveling and
 DM8443.adjusted by the WI DEPT OF TRANSP
 DM8443.in May 2012.
 DM8443
 DM8443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8443.GEOID18 height accuracy estimate available here.
 DM8443
 DM8443.Click photographs - Photos may exist for this station.
 DM8443
 DM8443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8443
 DM8443.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8443
 DM8443.The ellipsoidal height was determined by GPS observations
 DM8443.and is referenced to NAD 83.
 DM8443
 DM8443.The dynamic height is computed by dividing the NAVD 88
 DM8443.geopotential number by the normal gravity value computed on the
 DM8443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8443.degrees latitude (g = 980.6199 gals.).
 DM8443
 DM8443.The modeled gravity was interpolated from observed gravity values.
 DM8443
 DM8443. The following values were computed from the NAD 83(2011) position.
 DM8443
 DM8443;                    North         East     Units Scale Factor Converg.
 DM8443;SPC WI N     -    29,080.516   564,473.208   MT  1.00002819   -0 19 38.9
 DM8443;SPC WI N     -    95,408.33  1,851,942.52   sFT  1.00002819   -0 19 38.9
 DM8443;UTM  15      - 5,033,584.255   699,168.766   MT  1.00008775   +1 48 51.5
 DM8443
 DM8443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8443!SPC WI N     -   0.99993769  x   1.00002819  =   0.99996587
 DM8443!UTM  15      -   0.99993769  x   1.00008775  =   1.00002543
 DM8443
 DM8443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9916833584(NAD 83)
 DM8443
 DM8443                          SUPERSEDED SURVEY CONTROL
 DM8443
 DM8443  NAD 83(2007)-  45 25 38.63866(N)    090 27 14.24640(W) AD(2002.00) 1
 DM8443  ELLIP H (04/06/12)  397.519  (m)                       GP(2002.00) 1 1
 DM8443  NAVD 88             428.18   (m)         1404.8    (f) LEVELING    3  
 DM8443
 DM8443.Superseded values are not recommended for survey control.
 DM8443
 DM8443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8443.See file dsdata.pdf to determine how the superseded data were derived.
 DM8443
 DM8443_MARKER: DD = SURVEY DISK
 DM8443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8443_STAMPING: CATAWBA S GPS 2006
 DM8443_MARK LOGO: WIDT
 DM8443_PROJECTION: FLUSH
 DM8443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8443+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2009
 DM8443
 DM8443  HISTORY     - Date     Condition        Report By
 DM8443  HISTORY     - 2005     MONUMENTED       WIDT
 DM8443  HISTORY     - 20090728 GOOD             WIDT
 DM8443
 DM8443                          STATION DESCRIPTION
 DM8443
 DM8443'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8443'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY I WITH COUNTY
 DM8443'HIGHWAY M APPROXIMATELY 8 MI (12.9 KM) SOUTHWEST OF THE COMMUNITY OF
 DM8443'OGEMA, GO NORTH ON COUNTY HIGHWAY M FOR 0.7 MI (1.1 KM) TO CUDD ROAD
 DM8443'RIGHT.  CONTINUE NORTH AND EAST ON COUNTY HIGHWAY M FOR 1.03 MI (1.7
 DM8443'KM) TO THE STATION ON THE RIGHT.
 DM8443'
 DM8443'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DM8443'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DM8443'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DM8443'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DM8443'PAVEMENT.
 DM8443'
 DM8443'THE STATION IS 7.5 M (24.6 FT) SOUTH OF THE CENTERLINE OF COUNTY
 DM8443'HIGHWAY M, 1.48 MI (2.4 KM) WEST AND SOUTH OF MERIDIAN ROAD, 48.0 M
 DM8443'(157.5 FT) WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 29.3 M (96.1
 DM8443'FT) SOUTHWEST OF A POWER POLE WITH ONE GUY WIRE, 22.9 M (75.1 FT)
 DM8443'SOUTHEAST OF A 'LEFT CURVE AHEAD' METAL SIGN POST, 22.6 M (74.1 FT)
 DM8443'EAST-NORTHEAST OF A WOODEN FENCE POST AND IS 1 M (3.3 FT) FROM THREE
 DM8443'ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DM8443'
 DM8443'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DM8443'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF5988 ***********************************************************************
 DF5988  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5988  DESIGNATION -  CATO E GPS
 DF5988  PID         -  DF5988
 DF5988  STATE/COUNTY-  WI/MANITOWOC
 DF5988  COUNTRY     -  US
 DF5988  USGS QUAD   -  CLARKS MILLS (2018)
 DF5988
 DF5988                         *CURRENT SURVEY CONTROL
 DF5988  ______________________________________________________________________
 DF5988* NAD 83(2011) POSITION- 44 07 17.88141(N) 087 49 46.55719(W)   ADJUSTED
 DF5988* NAD 83(2011) ELLIP HT-   214.895 (meters)        (06/27/12)   ADJUSTED
 DF5988* NAD 83(2011) EPOCH   -  2010.00
 DF5988* NAVD 88 ORTHO HEIGHT -   250.95  (meters)      823.3   (feet) GPS OBS
 DF5988  ______________________________________________________________________
 DF5988  GEOID HEIGHT    -        -36.066 (meters)                     GEOID18
 DF5988  NAD 83(2011) X  -    173,687.853 (meters)                     COMP
 DF5988  NAD 83(2011) Y  - -4,582,941.806 (meters)                     COMP
 DF5988  NAD 83(2011) Z  -  4,417,953.224 (meters)                     COMP
 DF5988  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 DF5988
 DF5988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5988  Standards:
 DF5988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5988  -------------------------------------------------------------------
 DF5988  NETWORK    0.32   0.33           0.14   0.12   0.17      0.04167375
 DF5988  -------------------------------------------------------------------
 DF5988  Click here for local accuracies and other accuracy information.
 DF5988
 DF5988.The horizontal coordinates were established by GPS observations
 DF5988.and adjusted by the National Geodetic Survey in June 2012.
 DF5988
 DF5988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5988.been affixed to the stable North American tectonic plate. See 
 DF5988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5988
 DF5988.The horizontal coordinates are valid at the epoch date displayed above
 DF5988.which is a decimal equivalence of Year/Month/Day.
 DF5988
 DF5988.The orthometric height was determined by GPS observations and a
 DF5988.high-resolution geoid model using precise GPS observation and
 DF5988.processing techniques.
 DF5988
 DF5988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5988.GEOID18 height accuracy estimate available here.
 DF5988
 DF5988.Click photographs - Photos may exist for this station.
 DF5988
 DF5988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5988
 DF5988.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5988
 DF5988.The ellipsoidal height was determined by GPS observations
 DF5988.and is referenced to NAD 83.
 DF5988
 DF5988. The following values were computed from the NAD 83(2011) position.
 DF5988
 DF5988;                    North         East     Units Scale Factor Converg.
 DF5988;SPC WI S     -   237,962.941   773,705.961   MT  1.00001163   +1 29 28.6
 DF5988;SPC WI S     -   780,716.75  2,538,400.31   sFT  1.00001163   +1 29 28.6
 DF5988;UTM  16      - 4,885,717.131   433,623.577   MT  0.99965419   -0 34 39.3
 DF5988
 DF5988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5988!SPC WI S     -   0.99996630  x   1.00001163  =   0.99997793
 DF5988!UTM  16      -   0.99996630  x   0.99965419  =   0.99962051
 DF5988
 DF5988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3362385717(NAD 83)
 DF5988
 DF5988                          SUPERSEDED SURVEY CONTROL
 DF5988
 DF5988  NAD 83(2007)-  44 07 17.88148(N)    087 49 46.55803(W) AD(2002.00) 0
 DF5988  ELLIP H (02/10/07)  214.937  (m)                       GP(2002.00)    
 DF5988  NAD 83(1997)-  44 07 17.88158(N)    087 49 46.55801(W) AD(       ) 1
 DF5988  ELLIP H (06/11/03)  214.935  (m)                       GP(       ) 3 1
 DF5988  NAVD 88 (07/15/13)  250.97   (m)  GEOID12A model used  GPS OBS        
 DF5988  NAVD 88 (07/26/07)  250.92   (m)  GEOID03  model used  GPS OBS        
 DF5988  NAVD 88 (06/11/03)  250.96   (m)  GEOID99  model used  GPS OBS        
 DF5988
 DF5988.Superseded values are not recommended for survey control.
 DF5988
 DF5988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5988.See file dsdata.pdf to determine how the superseded data were derived.
 DF5988
 DF5988_MARKER: DD = SURVEY DISK
 DF5988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5988_STAMPING: CATO E GPS 1993-94
 DF5988_MARK LOGO: WI-071
 DF5988_PROJECTION: FLUSH
 DF5988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5988+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DF5988
 DF5988  HISTORY     - Date     Condition        Report By
 DF5988  HISTORY     - 1993     MONUMENTED       WI-071
 DF5988  HISTORY     - 20010516 GOOD             WIDT
 DF5988  HISTORY     - 20030622 GOOD             USPSQD
 DF5988  HISTORY     - 20050906 GOOD             WIDT
 DF5988  HISTORY     - 20150420 GOOD             WIDT
 DF5988
 DF5988                          STATION DESCRIPTION
 DF5988
 DF5988'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF5988'THE STATION IS LOCATED ABOUT 14 KM WEST-NORTHWEST OF MANITOWOC.
 DF5988'OWNERSHIP--TOWN OF MANITOWOC RAPIDS.
 DF5988'
 DF5988'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH US
 DF5988'HIGHWAY 151 ABOUT 3 KM WEST OF THE CITY OF MANITOWOC, GO WEST ON US
 DF5988'HIGHWAY 151 FOR 8.7 KM TO COUNTY HIGHWAY S ON THE RIGHT, TURN RIGHT
 DF5988'AND GO NORTH ON COUNTY HIGHWAY S FOR 5.0 KM TO HILLTOP ROAD, TURN LEFT
 DF5988'AND GO WEST ON HILLTOP ROAD FOR 0.3 KM TO HILLSIDE DRIVE ON THE LEFT,
 DF5988'TURN LEFT AND GO SOUTH ON HILLSIDE DRIVE FOR 0.3 KM TO THE STATION ON
 DF5988'THE RIGHT.
 DF5988'
 DF5988'THE STATION IS A BRONZE MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK
 DF5988'SET IN A 32-CM DIAMETER CONCRETE POST LEVEL WITH THE ROAD PAVEMENT,
 DF5988'104 M SOUTHWEST OF A WOOD POST FOR A 'LEFT TURN' SIGN, 51.9 M
 DF5988'NORTH-NORTHEAST OF A TELEPHONE PEDESTAL 2507, 1.5 M SOUTHEAST OF AN
 DF5988'ELECTRICAL PEDESTAL, 1.0 M WEST, 1.0 M NORTH, AND 1.0 M EAST OF THREE
 DF5988'4X4 ORANGE PLASTIC WITNESS POSTS.  NOTE-THIS STATION HAS NO VISIBLE
 DF5988'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF5988
 DF5988                          STATION RECOVERY (2003)
 DF5988
 DF5988'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF5988'RECOVERED IN GOOD CONDITION.
 DF5988
 DF5988                          STATION RECOVERY (2005)
 DF5988
 DF5988'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF5988'RECOVERED IN GOOD CONDITION.  THERE IS AN OLD DEEP CHIP IN THE
 DF5988'NORTHWEST SIDE OF THE CONCRETE POST.  IT IS 1.0 M NORTHWEST, 1.0 M
 DF5988'NORTHEAST, AND 1.0 M SOUTHWEST OF THREE 4X4 ORANGE PLASTIC GUARD
 DF5988'POSTS.
 DF5988
 DF5988                          STATION RECOVERY (2015)
 DF5988
 DF5988'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DF5988'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4188 ***********************************************************************
 DL4188  DESIGNATION -  CATT
 DL4188  PID         -  DL4188
 DL4188  STATE/COUNTY-  WI/DUNN
 DL4188  COUNTRY     -  US
 DL4188  USGS QUAD   -  MERIDEAN (2018)
 DL4188
 DL4188                         *CURRENT SURVEY CONTROL
 DL4188  ______________________________________________________________________
 DL4188* NAD 83(1986) POSITION- 44 41 01.69   (N) 091 49 51.37   (W)   HD_HELD1
 DL4188* NAVD 88 ORTHO HEIGHT -   254.425 (meters)      834.73  (feet) ADJUSTED
 DL4188  ______________________________________________________________________
 DL4188  GEOID HEIGHT    -        -30.600 (meters)                     GEOID18
 DL4188  DYNAMIC HEIGHT  -        254.398 (meters)      834.64  (feet) COMP
 DL4188  MODELED GRAVITY -    980,507.9   (mgal)                       NAVD 88
 DL4188
 DL4188  VERT ORDER      -  SECOND    CLASS I
 DL4188
 DL4188.The horizontal coordinates were determined by differentially corrected
 DL4188.hand held GPS observations or other comparable positioning techniques
 DL4188.and have an estimated accuracy of +/- 3 meters.
 DL4188
 DL4188.The orthometric height was determined by differential leveling and
 DL4188.adjusted by the WI DEPT OF TRANSP
 DL4188.in May 2012.
 DL4188
 DL4188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4188.GEOID18 height accuracy estimate available here.
 DL4188
 DL4188.Click photographs - Photos may exist for this station.
 DL4188
 DL4188.The dynamic height is computed by dividing the NAVD 88
 DL4188.geopotential number by the normal gravity value computed on the
 DL4188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4188.degrees latitude (g = 980.6199 gals.).
 DL4188
 DL4188.The modeled gravity was interpolated from observed gravity values.
 DL4188
 DL4188;                    North         East    Units  Estimated Accuracy
 DL4188;SPC WI C     -    96,138.8     454,864.8     MT  (+/- 3 meters HH1 GPS) 
 DL4188
 DL4188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9264548490(NAD 83)
 DL4188
 DL4188                          SUPERSEDED SURVEY CONTROL
 DL4188
 DL4188.No superseded survey control is available for this station.
 DL4188
 DL4188_MARKER: DD = SURVEY DISK
 DL4188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4188_STAMPING: CATT 1990
 DL4188_MARK LOGO: NONE
 DL4188_PROJECTION: FLUSH
 DL4188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4188+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2012
 DL4188
 DL4188  HISTORY     - Date     Condition        Report By
 DL4188  HISTORY     - 1990     MONUMENTED       WI-033
 DL4188  HISTORY     - 20070802 GOOD             WIDT
 DL4188  HISTORY     - 20121112 GOOD             WIDT
 DL4188
 DL4188                          STATION DESCRIPTION
 DL4188
 DL4188'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4188'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-SOUTHWEST OF ROCK
 DL4188'FALLS, 6.1 MI (9.8 KM) NORTH OF TARRANT AND 4.2 MI (6.8 KM)
 DL4188'SOUTH-SOUTHWEST OF MERIDEAN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4188'
 DL4188'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 WITH COUNTY
 DL4188'HIGHWAY T ABOUT 5 MI (8.0 KM) NORTHEAST OF THE CITY OF DURAND, GO
 DL4188'NORTHEAST ON STATE HIGHWAY 85 FOR 2.25 MI (3.6 KM) TO 650TH STREET ON
 DL4188'THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 85 FOR 0.05 MI (0.1 KM) TO
 DL4188'THE STATION ON THE LEFT.
 DL4188'
 DL4188'THE STATION IS A BRONZE COUNTY GPS MONUMENT SURVEY DISK SET IN THE TOP
 DL4188'OF A 30-CM (12 INCH) DIAMETER CONCRETE POST ABOUT 0.5 M (1.6 FT) LOWER
 DL4188'THAN THE HIGHWAY PAVEMENT, 6.5 M (21.3 FT) NORTH OF THE CENTERLINE OF
 DL4188'STATE HIGHWAY 85, 123 M (403.5 FT) EAST OF THE CENTERLINE OF 650TH
 DL4188'STREET, 8.2 M (26.9 FT) SOUTHWEST OF A POWER POLE AND 0.7 M (2.3 FT)
 DL4188'SOUTH OF A WHITE PLASTIC WITNESS POST.
 DL4188'
 DL4188'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4188'DEGREES ABOVE THE HORIZON.
 DL4188
 DL4188                          STATION RECOVERY (2012)
 DL4188
 DL4188'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4188'RECOVERED IN GOOD CONDITION.    NOTE-THE PREVIOUSLY REFERENCED POWER
 DL4188'POLE HAS BEEN REMOVED AND THE STATION IS NOW LOCATED 1.0 M (3.3 FT)
 DL4188'SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1278 ***********************************************************************
 NH1278  DESIGNATION -  CAVE
 NH1278  PID         -  NH1278
 NH1278  STATE/COUNTY-  WI/ROCK
 NH1278  COUNTRY     -  US
 NH1278  USGS QUAD   -  SHOPIERE (2018)
 NH1278
 NH1278                         *CURRENT SURVEY CONTROL
 NH1278  ______________________________________________________________________
 NH1278* NAD 83(1991) POSITION- 42 32 13.64147(N) 088 56 33.36970(W)   ADJUSTED
 NH1278* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 NH1278  ______________________________________________________________________
 NH1278  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 NH1278  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 NH1278  HORZ ORDER      -  SECOND
 NH1278
 NH1278.The horizontal coordinates were established by classical geodetic methods
 NH1278.and adjusted by the National Geodetic Survey in November 1991.
 NH1278
 NH1278.The orthometric height was scaled from a topographic map.
 NH1278
 NH1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1278.GEOID18 height accuracy estimate available here.
 NH1278
 NH1278.Click photographs - Photos may exist for this station.
 NH1278
 NH1278.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1278
 NH1278. The following values were computed from the NAD 83(1991) position.
 NH1278
 NH1278;                    North         East     Units Scale Factor Converg.
 NH1278;SPC WI S     -    60,221.281   686,867.191   MT  1.00004533   +0 43 35.5
 NH1278;SPC WI S     -   197,575.99  2,253,496.78   sFT  1.00004533   +0 43 35.5
 NH1278;SPC WI S     -   197,575.99  2,253,496.78   sFT  1.00004533   +0 43 35.5
 NH1278;SPC IL W     -   652,468.068   800,552.066   MT  1.00006553   +0 49 39.4
 NH1278;SPC IL W     - 2,140,638.99  2,626,477.90   sFT  1.00006553   +0 49 39.4
 NH1278;SPC WI S     -    60,221.281   686,867.191   MT  1.00004533   +0 43 35.5
 NH1278;UTM  16      - 4,711,243.810   340,475.622   MT  0.99991310   -1 18 49.0
 NH1278
 NH1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1278!SPC WI S     -   0.99996437  x   1.00004533  =   1.00000970
 NH1278!SPC IL W     -   0.99996437  x   1.00006553  =   1.00002990
 NH1278!SPC WI S     -   0.99996437  x   1.00004533  =   1.00000970
 NH1278!UTM  16      -   0.99996437  x   0.99991310  =   0.99987748
 NH1278
 NH1278:                Primary Azimuth Mark                     Grid Az
 NH1278:SPC WI S     -  MORGAN                                   234 24 24.5
 NH1278:SPC IL W     -  MORGAN                                   234 18 20.6
 NH1278:SPC WI S     -  MORGAN                                   234 24 24.5
 NH1278:UTM  16      -  MORGAN                                   236 26 49.0
 NH1278
 NH1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4047511243(NAD 83)
 NH1278
 NH1278|---------------------------------------------------------------------|
 NH1278| PID    Reference Object                     Distance      Geod. Az  |
 NH1278|                                                           dddmmss.s |
 NH1278| NH1280 CUT                                 197.646 METERS 06832     |
 NH1278| NH0261 MORGAN                              APPROX. 4.3 KM 2350800.0 |
 NH1278| CI8342 CAVE RM                              19.000 METERS 23846     |
 NH1278|---------------------------------------------------------------------|
 NH1278
 NH1278                          SUPERSEDED SURVEY CONTROL
 NH1278
 NH1278  NAD 83(1986)-  42 32 13.63892(N)    088 56 33.37374(W) AD(       ) 2
 NH1278  NAD 27      -  42 32 13.58300(N)    088 56 32.98200(W) AD(       ) 2
 NH1278
 NH1278.Superseded values are not recommended for survey control.
 NH1278
 NH1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1278.See file dsdata.pdf to determine how the superseded data were derived.
 NH1278
 NH1278_MARKER: Z = SEE DESCRIPTION
 NH1278_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 NH1278_SP_SET: STAKE
 NH1278_STAMPING: CAVE
 NH1278_MARK LOGO: CGS
 NH1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1278
 NH1278  HISTORY     - Date     Condition        Report By
 NH1278  HISTORY     - 1920     MONUMENTED       CGS
 NH1278  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1278
 NH1278                          STATION DESCRIPTION
 NH1278
 NH1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1278'STATION IS LOCATED ABOUT 5-1/2 MILES E OF BELOIT, ON THE N
 NH1278'SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH1278'TRACK, 3/4 MILE E OF THE RAILROAD STATION AT PORTER, 150
 NH1278'YARDS E OF THE E END OF THE FIRST DEEP CUT E OF PORTER, ON
 NH1278'THE N BANK OF A DEEP FILL, AND 1.78 METERS (5.84 FEET) N OF
 NH1278'THE N AND NEAREST RAIL.  STATION AND REFERENCE MARKS ARE
 NH1278'PINE STAKES 2 BY 4 INCHES IN SIZE.  REFERENCE MARK IS ON THE
 NH1278'SAME SIDE OF THE TRACK, ALONG THE EDGE OF THE FILL, 19.00
 NH1278'METERS (62.34 FEET) FROM THE STATION, S 58 DEG 46 MIN W.
 NH1278
 NH1278                          STATION RECOVERY (2001)
 NH1278
 NH1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1278'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1086 ***********************************************************************
 OM1086  DESIGNATION -  CAVE
 OM1086  PID         -  OM1086
 OM1086  STATE/COUNTY-  WI/DANE
 OM1086  COUNTRY     -  US
 OM1086  USGS QUAD   -  MADISON WEST (2018)
 OM1086
 OM1086                         *CURRENT SURVEY CONTROL
 OM1086  ______________________________________________________________________
 OM1086* NAD 83(1991) POSITION- 43 01 22.34631(N) 089 29 46.06426(W)   ADJUSTED
 OM1086* NAVD 88 ORTHO HEIGHT -   341.    (meters)     1119.    (feet) SCALED
 OM1086  ______________________________________________________________________
 OM1086  GEOID HEIGHT    -        -34.223 (meters)                     GEOID18
 OM1086  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 OM1086  HORZ ORDER      -  THIRD
 OM1086
 OM1086.The horizontal coordinates were established by classical geodetic methods
 OM1086.and adjusted by the National Geodetic Survey in November 1991.
 OM1086
 OM1086.The orthometric height was scaled from a topographic map.
 OM1086
 OM1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1086.GEOID18 height accuracy estimate available here.
 OM1086
 OM1086.Click photographs - Photos may exist for this station.
 OM1086
 OM1086.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1086
 OM1086. The following values were computed from the NAD 83(1991) position.
 OM1086
 OM1086;                    North         East     Units Scale Factor Converg.
 OM1086;SPC WI S     -   113,755.626   641,068.758   MT  0.99995423   +0 20 46.4
 OM1086;SPC WI S     -   373,213.25  2,103,239.75   sFT  0.99995423   +0 20 46.4
 OM1086;UTM  16      - 4,766,378.656   296,615.588   MT  1.00010890   -1 42 13.2
 OM1086
 OM1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1086!SPC WI S     -   0.99995190  x   0.99995423  =   0.99990613
 OM1086!UTM  16      -   0.99995190  x   1.00010890  =   1.00006080
 OM1086
 OM1086:                Primary Azimuth Mark                     Grid Az
 OM1086:SPC WI S     -  VERONA CO HOSP AND HOME STACK            207 34 09.4
 OM1086:UTM  16      -  VERONA CO HOSP AND HOME STACK            209 37 09.0
 OM1086
 OM1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9661566378(NAD 83)
 OM1086
 OM1086|---------------------------------------------------------------------|
 OM1086| PID    Reference Object                     Distance      Geod. Az  |
 OM1086|                                                           dddmmss.s |
 OM1086| OM1094 MADISON TV STATION WMTV MAST        APPROX. 3.2 KM 0125856.9 |
 OM1086| OM1079 MADISON TV STATION WKOW MAST        APPROX. 3.7 KM 0241652.2 |
 OM1086| CI8343 CAVE AZ MK                                         0305124.4 |
 OM1086| CI8344 CAVE RM 1                            18.892 METERS 03622     |
 OM1086| OM1080 MADISON MUNICIPAL TANK              APPROX. 4.3 KM 0675241.7 |
 OM1086| OM1091 MADISON RAD STA WHA E TWR           APPROX. 7.7 KM 0740731.2 |
 OM1086| CI8345 CAVE RM 2                             2.809 METERS 10639     |
 OM1086| NH1569 VERONA CO HOSP AND HOME STACK       APPROX. 3.4 KM 2075455.8 |
 OM1086| NH1570 VERONA MUNICIPAL TANK               APPROX. 5.0 KM 2233557.0 |
 OM1086| CI8346 CAVE RM 3                             3.157 METERS 25645     |
 OM1086| OM1083 TT 76                                29.277 METERS 30517     |
 OM1086| OM1153 MADISON TV STATION WISC MAST        APPROX. 1.1 KM 3183709.6 |
 OM1086|---------------------------------------------------------------------|
 OM1086
 OM1086                          SUPERSEDED SURVEY CONTROL
 OM1086
 OM1086  NAD 83(1986)-  43 01 22.33768(N)    089 29 46.06637(W) AD(       ) 3
 OM1086  NAD 27      -  43 01 22.34950(N)    089 29 45.62810(W) AD(       ) 3
 OM1086
 OM1086.Superseded values are not recommended for survey control.
 OM1086
 OM1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1086.See file dsdata.pdf to determine how the superseded data were derived.
 OM1086
 OM1086_MARKER: DS = TRIANGULATION STATION DISK
 OM1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1086_STAMPING: CAVE 1958
 OM1086_MARK LOGO: CGS
 OM1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1086+STABILITY: SURFACE MOTION
 OM1086
 OM1086  HISTORY     - Date     Condition        Report By
 OM1086  HISTORY     - 1958     MONUMENTED       CGS
 OM1086  HISTORY     - 1974     GOOD             ALSTER
 OM1086  HISTORY     - 1978     GOOD             NGS
 OM1086
 OM1086                          STATION DESCRIPTION
 OM1086
 OM1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1086'THE STATION IS ABOUT 7 MILES SOUTHWEST OF THE STATE CAPITOL
 OM1086'BUILDING, 3 MILES NORTHEAST OF VERONA AND IS ON THE ROAD
 OM1086'RIGHT-OF-WAY PROPERTY.  IT IS 171 FEET NORTHWEST OF THE NORTHWEST
 OM1086'CORNER OF A FRAME HOUSE, 28 FEET SOUTH OF THE CENTERLINE OF
 OM1086'A GRAVELED ROAD, 3 FEET NORTH OF A WIRE FENCE AND 3 FEET NORTH
 OM1086'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 OM1086'THE DISK IS STAMPED CAVE 1958.
 OM1086'
 OM1086'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69,
 OM1086'COUNTY HIGHWAY M AND U.S. HIGHWAY 18 AND 151 IN VERONA, GO
 OM1086'EASTERLY ON U.S. HIGHWAY 18 AND 151 FOR 3.45 MILES TO A
 OM1086'CROSSROAD.  TURN LEFT AND GO WEST AND NORTHWEST ON COUNTY
 OM1086'HIGHWAY PD FOR 1.3 MILES TO ANOTHER CROSSROAD.  TURN RIGHT
 OM1086'AND GO NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO A POINT WHERE
 OM1086'THE ROAD TURNS TO THE EAST.  TURN RIGHT AND GO EAST FOR 0.15
 OM1086'MILE TO THE STATION ON THE RIGHT.
 OM1086'
 OM1086'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 OM1086'GRAVELED ROAD FOR 0.35 MILE TO A T-ROAD.  TURN LEFT AND GO
 OM1086'NORTH ON A GRAVELED ROAD FOR 0.65 MILE TO A CROSSROAD AND
 OM1086'THE MARK IN THE NORTHEAST ANGLE OF THE CROSSROAD.
 OM1086'
 OM1086'REFERENCE MARK 1 IS 76 FEET WEST OF A POWER POLE WITH
 OM1086'TRANSFORMER, 22 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 OM1086'ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 OM1086'AND THE DISK IS STAMPED CAVE NO 1 1958.
 OM1086'
 OM1086'TT 76 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 OM1086'DISK STAMPED TT 76 KW 1957 SET IN THE TOP OF A 6 X 6 INCH
 OM1086'CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 28 FEET NORTH OF
 OM1086'THE CENTERLINE OF THE GRAVELED ROAD, 4 FEET EAST OF A POWER
 OM1086'POLE AND 3 FEET NORTH OF A WIRE FENCE.
 OM1086'
 OM1086'THE AZIMUTH MARK IS 77 FEET NORTHEAST OF THE CENTER OF A
 OM1086'CROSSROAD INTERSECTION, 67 FEET NORTH OF THE CENTERLINE OF
 OM1086'A GRAVELED ROAD, 29 FEET EAST OF THE CENTERLINE OF A PAVED
 OM1086'ROAD, 1.6 FEET SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT
 OM1086'SOUTH OF A POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND
 OM1086'THE DISK IS STAMPED CAVE 1958.
 OM1086'
 OM1086'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1086
 OM1086                          STATION RECOVERY (1974)
 OM1086
 OM1086'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1974
 OM1086'RECOVERED GOOD CONDITION MAY, 1974
 OM1086'
 OM1086'AZ. MK. COULD NOT BE RECOVERED.  DESCRIPTION OF STATION CAVE
 OM1086'IS ADEQUATE.  THE LIST OF DIRECTIONS IS A MEAN OF
 OM1086'THREE DIRECT AND REVERSED POINTINGS WITH A T-2.
 OM1086
 OM1086                          STATION RECOVERY (1978)
 OM1086
 OM1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OM1086'THE STATION MARK FOUND IN GOOD CONDITION.  REFERENCE MARK 1 AND TT 76
 OM1086'(USGS) BENCH MARK WERE NOT FOUND AND ASSUMED DESTROYED WHEN NEW
 OM1086'WATER MAIN AND SEWER LINE WERE INSTALLED.  THE AZIMUTH MARK WAS NOT
 OM1086'FOUND AND ASSUMED DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARKS
 OM1086'2 AND 3 WERE ESTABLISHED USING DATA FURNISHED BY ALSTER AND
 OM1086'ASSOCIATES OF MADISON, WISCONSIN.  THE TELEVISION MASTS OBSERVED IN
 OM1086'1958 ALL HAVE BEEN EITHER BLOWN DOWN IN WIND STORMS OR TAKEN
 OM1086'DOWN AND REBUILT.  A NEW DESCRIPTION FOLLOWS--
 OM1086'
 OM1086'THE STATION IS ABOUT 7 MILES SOUTHWEST OF THE STATE CAPITOL BUILDING,
 OM1086'3 MILES NORTHEAST OF VERONA AND ON ROAD RIGHT-OF-WAY.  IT IS 27 FEET
 OM1086'SOUTH OF THE CENTERLINE OF PUTNAM ROAD, 64 FEET SOUTHWEST OF A
 OM1086'METAL STANDARD STREET LAMP OPPOSITE 6506 PUTNAM ROAD, 3.5 FEET
 OM1086'NORTH OF FENCELINE AND 3.5 FEET NORTH OF A METAL WITNESS POST.
 OM1086'THE MARK PROJECTS 3 INCHES AND THE DISK STAMPED CAVE 1958.
 OM1086'
 OM1086'REFERENCE MARK 2 IS 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 OM1086'1-FOOT NORTH OF THE FENCELINE AND 1-FOOT WEST OF A METAL WITNESS
 OM1086'POST.  THE MARK IS FLUSH AND THE DISK STAMPED CAVE 1958 NO 2 1978.
 OM1086'
 OM1086'REFERENCE MARK 3 IS 30.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 OM1086'1.5 FOOT NORTH OF THE FENCELINE AND 1-FOOT EAST OF A METAL WITNESS
 OM1086'POST.  THE MARK IS FLUSH AND THE DISK STAMPED CAVE 1958 NO 3 1978.
 OM1086'
 OM1086'TO REACH THE STATION FROM VERONA AT THE JUNCTION OF U.S. HIGHWAYS 18
 OM1086'AND 151, STATE HIGHWAY 69 AND COUNTY ROAD M, GO NORTH ON COUNTY ROAD
 OM1086'M FOR 1.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON COUNTY
 OM1086'ROAD PD FOR 1.8 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON
 OM1086'MAPLE GROVE DRIVE FOR 0.4 MILE TO WHERE ROAD TURNS TO THE RIGHT
 OM1086'(EAST), GO RIGHT ON PUTNAM ROAD FOR 0.15 MILE TO THE STATION ON
 OM1086'THE RIGHT, SOUTH SIDE OF THE ROAD.
 OM1086'
 OM1086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHEAST
 OM1086'OF VERONA.
 OM1086'
 OM1086'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0387 ***********************************************************************
 PM0387  DESIGNATION -  CAVE PT
 PM0387  PID         -  PM0387
 PM0387  STATE/COUNTY-  WI/DOOR
 PM0387  COUNTRY     -  US
 PM0387  USGS QUAD   -  JACKSONPORT (2018)
 PM0387
 PM0387                         *CURRENT SURVEY CONTROL
 PM0387  ______________________________________________________________________
 PM0387* NAD 83(1991) POSITION- 44 55 48.93416(N) 087 10 23.82180(W)   ADJUSTED
 PM0387* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 PM0387  ______________________________________________________________________
 PM0387  GEOID HEIGHT    -        -36.981 (meters)                     GEOID18
 PM0387  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 PM0387  HORZ ORDER      -  THIRD
 PM0387
 PM0387.The horizontal coordinates were established by classical geodetic methods
 PM0387.and adjusted by the National Geodetic Survey in November 1991.
 PM0387
 PM0387.The orthometric height was scaled from a topographic map.
 PM0387
 PM0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0387.GEOID18 height accuracy estimate available here.
 PM0387
 PM0387.Click photographs - Photos may exist for this station.
 PM0387
 PM0387.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0387
 PM0387. The following values were computed from the NAD 83(1991) position.
 PM0387
 PM0387;                    North         East     Units Scale Factor Converg.
 PM0387;SPC WI C     -   125,772.490   823,089.640   MT  0.99994115   +1 59 40.1
 PM0387;SPC WI C     -   412,638.58  2,700,419.93   sFT  0.99994115   +1 59 40.1
 PM0387;UTM  16      - 4,975,217.764   486,326.025   MT  0.99960230   -0 07 20.6
 PM0387
 PM0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0387!SPC WI C     -   0.99997695  x   0.99994115  =   0.99991810
 PM0387!UTM  16      -   0.99997695  x   0.99960230  =   0.99957926
 PM0387
 PM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8632675217(NAD 83)
 PM0387
 PM0387|---------------------------------------------------------------------|
 PM0387| PID    Reference Object                     Distance      Geod. Az  |
 PM0387|                                                           dddmmss.s |
 PM0387| CJ4407 CAVE PT RM 2                         12.583 METERS 05848     |
 PM0387| CJ4406 CAVE PT RM 1                         29.778 METERS 34500     |
 PM0387|---------------------------------------------------------------------|
 PM0387
 PM0387                          SUPERSEDED SURVEY CONTROL
 PM0387
 PM0387  NAD 83(1986)-  44 55 48.93197(N)    087 10 23.81266(W) AD(       ) 3
 PM0387  NAD 27      -  44 55 48.93800(N)    087 10 23.44500(W) AD(       ) 3
 PM0387
 PM0387.Superseded values are not recommended for survey control.
 PM0387
 PM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0387.See file dsdata.pdf to determine how the superseded data were derived.
 PM0387
 PM0387_MARKER: DS = TRIANGULATION STATION DISK
 PM0387_SETTING: 66 = SET IN ROCK OUTCROP
 PM0387_STAMPING: CAVE PT 1953
 PM0387_MARK LOGO: CGS
 PM0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0387+STABILITY: POSITION/ELEVATION WELL
 PM0387
 PM0387  HISTORY     - Date     Condition        Report By
 PM0387  HISTORY     - 1953     MONUMENTED       CGS
 PM0387  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PM0387
 PM0387                          STATION DESCRIPTION
 PM0387
 PM0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0387'STATION IS LOCATED ABOUT 4 MILE EAST OF VALMY ON THE WEST SHORE OF
 PM0387'LAKE MICHIGAN IN THE CAVE POINT PARK.  IT IS 57 FEET SOUTHWEST OF A
 PM0387'24 INCH MAPLE TREE, 48 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 PM0387'32 FEET SOUTH OF A SMALL PARKING AREA AND 16 FEET NORTHEAST OF A
 PM0387'WHITE WITNESS POST.  THE DISK IS SET FLUSH IN A DRILL HOLE IN
 PM0387'OUTCROPPING BEDROCK AND IS STAMPED CAVE PT 1953.
 PM0387'
 PM0387'REFERENCE MARK NO. 1 IS 39 FEET NORTH OF THE CENTER OF THE GRAVEL
 PM0387'ROAD AND 21 FEET NORTH OF A 18 INCH OAK TREE.  THE DISK IS SET FLUSH
 PM0387'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED CAVE PT NO 1
 PM0387'1953.
 PM0387'
 PM0387'REFERENCE MARK NO. 2 IS 58 FEET NORTHEAST OF THE CENTER OF THE GRAVEL
 PM0387'ROAD, 23 FEET SOUTH OF A 24 INCH MAPLE TREE AND 18 FEET SOUTH OF THE
 PM0387'PARKING AREA.  THE DISK IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING
 PM0387'BEDROCK AND IS STAMPED CAVE PT NO 2 1953.
 PM0387'
 PM0387'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 PM0387'
 PM0387'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NOS. 57 AND
 PM0387'42 ABOUT 3 MILES NORTH OF STURGEON BAY, GO NORTH AND EAST ON HIGHWAY
 PM0387'57 FOR 5.8 MILES TO A CROSSROAD AND SIGN CAVE POINT.  TURN RIGHT
 PM0387'AND GO EAST ON PAVED ROAD FOR 1.7 MILES TO WHERE THE PAVEMENT ENDS,
 PM0387'CONTINUE EAST ON GRAVEL ROAD FOR 2.0 TO A CROSSROAD, CONTINUE EAST
 PM0387'ON A NARROW GRAVEL ROAD FOR 0.35 MILE TO A REVERSE Y, CONTINUE AHEAD
 PM0387'NORTHEAST FOR 0.25 MILE TO THE SMALL PARKING AREA AND STATION ON THE
 PM0387'RIGHT AS DESCRIBED.
 PM0387'
 PM0387'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0387
 PM0387                          STATION RECOVERY (1989)
 PM0387
 PM0387'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0387'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8737 ***********************************************************************
 DP8737  DESIGNATION -  CAVOUR GPS
 DP8737  PID         -  DP8737
 DP8737  STATE/COUNTY-  WI/FOREST
 DP8737  COUNTRY     -  US
 DP8737  USGS QUAD   -  NEWALD (2018)
 DP8737
 DP8737                         *CURRENT SURVEY CONTROL
 DP8737  ______________________________________________________________________
 DP8737* NAD 83(2011) POSITION- 45 39 02.39003(N) 088 40 51.42820(W)   ADJUSTED
 DP8737* NAD 83(2011) ELLIP HT-   434.911 (meters)        (04/14/17)   ADJUSTED
 DP8737* NAD 83(2011) EPOCH   -  2010.00
 DP8737* NAVD 88 ORTHO HEIGHT -   468.477 (meters)     1537.00  (feet) ADJUSTED
 DP8737  ______________________________________________________________________
 DP8737  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 DP8737  NAD 83(2011) X  -    102,816.816 (meters)                     COMP
 DP8737  NAD 83(2011) Y  - -4,465,288.671 (meters)                     COMP
 DP8737  NAD 83(2011) Z  -  4,538,501.384 (meters)                     COMP
 DP8737  LAPLACE CORR    -         -6.83  (seconds)                    DEFLEC18
 DP8737  DYNAMIC HEIGHT  -        468.452 (meters)     1536.91  (feet) COMP
 DP8737  MODELED GRAVITY -    980,548.4   (mgal)                       NAVD 88
 DP8737
 DP8737  VERT ORDER      -  SECOND    CLASS I
 DP8737
 DP8737  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8737  Standards:
 DP8737         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8737            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8737  -------------------------------------------------------------------
 DP8737  NETWORK    0.58   0.63           0.27   0.19   0.32      0.06682618
 DP8737  -------------------------------------------------------------------
 DP8737  Click here for local accuracies and other accuracy information.
 DP8737
 DP8737.The horizontal coordinates were established by GPS observations
 DP8737.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8737
 DP8737.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8737.been affixed to the stable North American tectonic plate. See 
 DP8737.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8737
 DP8737.The horizontal coordinates are valid at the epoch date displayed above
 DP8737.which is a decimal equivalence of Year/Month/Day.
 DP8737
 DP8737.The orthometric height was determined by differential leveling and
 DP8737.adjusted by the NATIONAL GEODETIC SURVEY
 DP8737.in February 2017.
 DP8737
 DP8737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8737.GEOID18 height accuracy estimate available here.
 DP8737
 DP8737.Click photographs - Photos may exist for this station.
 DP8737
 DP8737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8737
 DP8737.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8737
 DP8737.The ellipsoidal height was determined by GPS observations
 DP8737.and is referenced to NAD 83.
 DP8737
 DP8737.The dynamic height is computed by dividing the NAVD 88
 DP8737.geopotential number by the normal gravity value computed on the
 DP8737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8737.degrees latitude (g = 980.6199 gals.).
 DP8737
 DP8737.The modeled gravity was interpolated from observed gravity values.
 DP8737
 DP8737. The following values were computed from the NAD 83(2011) position.
 DP8737
 DP8737;                    North         East     Units Scale Factor Converg.
 DP8737;SPC WI N     -    54,646.975   702,812.715   MT  0.99998581   +0 57 05.5
 DP8737;SPC WI N     -   179,287.62  2,305,811.38   sFT  0.99998581   +0 57 05.5
 DP8737;UTM  16      - 5,056,609.148   369,023.689   MT  0.99981091   -1 12 07.9
 DP8737
 DP8737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8737!SPC WI N     -   0.99993182  x   0.99998581  =   0.99991763
 DP8737!UTM  16      -   0.99993182  x   0.99981091  =   0.99974274
 DP8737
 DP8737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6902356609(NAD 83)
 DP8737
 DP8737                          SUPERSEDED SURVEY CONTROL
 DP8737
 DP8737.No superseded survey control is available for this station.
 DP8737
 DP8737_MARKER: DD = SURVEY DISK
 DP8737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8737_STAMPING: CAVOUR GPS 2012
 DP8737_MARK LOGO: WIDT
 DP8737_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8737+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2014
 DP8737
 DP8737  HISTORY     - Date     Condition        Report By
 DP8737  HISTORY     - 2012     MONUMENTED       WIDT
 DP8737  HISTORY     - 20140902 GOOD             WIDT
 DP8737
 DP8737                          STATION DESCRIPTION
 DP8737
 DP8737'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8737'THE STATION IS APPROXIMATELY 9.3 MI (15.0 KM) EAST OF ARGONNE, 6.3 MI
 DP8737'(10.1 KM) SOUTH-SOUTHEAST OF NEWALD AND 2.5 MI (4.0 KM) WEST OF
 DP8737'CAVOUR.
 DP8737'
 DP8737'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DP8737'HIGHWAY G ABOUT 1.6 MI (2.6 KM) WEST OF THE COMMUNITY OF CAVOUR, GO
 DP8737'WEST ON COUNTY HIGHWAY G FOR 0.9 MI (1.4 KM) TO A CROSSING OF THE
 DP8737'NICOLET STATE TRAIL AND THE STATION ON THE RIGHT.
 DP8737'
 DP8737'THE STATION IS 13.0 M (42.7 FT) NORTH OF THE CENTERLINE OF COUNTY
 DP8737'HIGHWAY G, 43.4 M (142.4 FT) EAST OF A POWER POLE -3714 36E2-, 7 M
 DP8737'(23.0 FT) WEST OF CENTER OF THE NICOLET STATE TRAIL AND LOCATED IN THE
 DP8737'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP8737'
 DP8737'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8737'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST EXTENDING
 DP8737'TO 20 DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8737'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8737'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL
 DP8737'WITH THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0695 ***********************************************************************
 RM0695  DESIGNATION -  CAYUGA
 RM0695  PID         -  RM0695
 RM0695  STATE/COUNTY-  WI/ASHLAND
 RM0695  COUNTRY     -  US
 RM0695  USGS QUAD   -  MORSE (2018)
 RM0695
 RM0695                         *CURRENT SURVEY CONTROL
 RM0695  ______________________________________________________________________
 RM0695* NAD 83(1991) POSITION- 46 14 17.52168(N) 090 41 05.76213(W)   ADJUSTED
 RM0695* NAVD 88 ORTHO HEIGHT -   463.74  (+/-2cm)     1521.5   (feet) VERTCON3
 RM0695  ______________________________________________________________________
 RM0695  GEOID HEIGHT    -        -30.482 (meters)                     GEOID18
 RM0695  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 RM0695  HORZ ORDER      -  THIRD
 RM0695  VERT ORDER      -  THIRD ? (See Below)
 RM0695
 RM0695.The horizontal coordinates were established by classical geodetic methods
 RM0695.and adjusted by the National Geodetic Survey in November 1991.
 RM0695
 RM0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0695
 RM0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0695.GEOID18 height accuracy estimate available here.
 RM0695
 RM0695.The vertical order pertains to the NGVD 29 superseded value.
 RM0695
 RM0695.Click photographs - Photos may exist for this station.
 RM0695
 RM0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0695
 RM0695. The following values were computed from the NAD 83(1991) position.
 RM0695
 RM0695;                    North         East     Units Scale Factor Converg.
 RM0695;SPC WI N     -   119,323.047   547,174.398   MT  0.99994610   -0 29 38.7
 RM0695;SPC WI N     -   391,479.03  1,795,188.00   sFT  0.99994610   -0 29 38.7
 RM0695;UTM  15      - 5,123,118.745   678,488.095   MT  0.99999163   +1 40 20.7
 RM0695
 RM0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0695!SPC WI N     -   0.99993209  x   0.99994610  =   0.99987819
 RM0695!UTM  15      -   0.99993209  x   0.99999163  =   0.99992372
 RM0695
 RM0695:                Primary Azimuth Mark                     Grid Az
 RM0695:SPC WI N     -  CAYUGA AZ MK                             350 59 54.6
 RM0695:UTM  15      -  CAYUGA AZ MK                             348 49 55.2
 RM0695
 RM0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7848823118(NAD 83)
 RM0695
 RM0695|---------------------------------------------------------------------|
 RM0695| PID    Reference Object                     Distance      Geod. Az  |
 RM0695|                                                           dddmmss.s |
 RM0695| CJ2325 CAYUGA RM 1                          19.539 METERS 16817     |
 RM0695| CJ2326 CAYUGA RM 2                          22.483 METERS 27917     |
 RM0695| CJ2324 CAYUGA AZ MK                                       3503015.9 |
 RM0695|---------------------------------------------------------------------|
 RM0695
 RM0695                          SUPERSEDED SURVEY CONTROL
 RM0695
 RM0695  NAD 83(1986)-  46 14 17.51537(N)    090 41 05.75670(W) AD(       ) 3
 RM0695  NAD 27      -  46 14 17.68100(N)    090 41 05.09500(W) AD(       ) 3
 RM0695  NGVD 29             463.73   (m)         1521.4    (f) LEVELING    3  
 RM0695
 RM0695.Superseded values are not recommended for survey control.
 RM0695
 RM0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0695.See file dsdata.pdf to determine how the superseded data were derived.
 RM0695
 RM0695_MARKER: DS = TRIANGULATION STATION DISK
 RM0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0695_STAMPING: CAYUGA 1952
 RM0695_MARK LOGO: CGS
 RM0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0695+STABILITY: SURFACE MOTION
 RM0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0695+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 RM0695
 RM0695  HISTORY     - Date     Condition        Report By
 RM0695  HISTORY     - 1952     MONUMENTED       CGS
 RM0695  HISTORY     - 20030905 GOOD             USPSQD
 RM0695
 RM0695                          STATION DESCRIPTION
 RM0695
 RM0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0695'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF GLIDDEN, 6
 RM0695'MILES SOUTH OF MELLEN AND 1/2 MILE SOUTH OF THE SMALL VILLAGE
 RM0695'OF CAYUGA.
 RM0695'
 RM0695'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 RM0695'STATE HIGHWAY 77 WHICH IS ABOUT 3 MILES NORTH OF GLIDDEN, GO
 RM0695'NORTH-NORTHWEST ON STATE HIGHWAYS 13 AND 77 FOR 7.2 MILES TO A
 RM0695'CROSSROAD, TURN LEFT AND GO WEST FOR 0.15 MILE TO A RAILROAD
 RM0695'CROSSING IN THE SMALL VILLAGE OF CAYUGA, CONTINUE WEST ON THE
 RM0695'PAVED ROAD FOR 0.2 MILE TO A T ROAD (*), TURN LEFT AND FOLLOW
 RM0695'THE PAVED ROAD SOUTH FOR 0.35 MILE TO THE TOP OF THE GRADE, AN
 RM0695'OLD HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 RM0695'
 RM0695'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT
 RM0695'AND GO NORTH ON THE GRAVEL ROAD FOR 0.15 MILE TO THE AZIMUTH
 RM0695'MARK ON THE LEFT, ON A BANK ABOUT 3 FEET HIGHER THAN THE ROAD.
 RM0695'
 RM0695'THE STATION MARK, STAMPED CAYUGA 1952, IS A STANDARD DISK SET
 RM0695'IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 41 FEET
 RM0695'EAST OF THE CENTER OF THE ROAD, 2 FEET WEST OF A WITNESS POST
 RM0695'AND 3 FEET HIGHER THAN THE SURFACE OF THE ROAD.
 RM0695'
 RM0695'REFERENCE MARK NO. 1, STAMPED CAYUGA NO 1 1952, IS A STANDARD
 RM0695'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 RM0695'IS 45 FEET EAST OF THE CENTER OF THE ROAD AND AT THE SAME
 RM0695'ELEVATION AS THE STATION.
 RM0695'
 RM0695'REFERENCE MARK NO. 2, STAMPED CAYUGA NO 2 1952, IS A STANDARD
 RM0695'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 RM0695'IT IS 32 FEET WEST OF THE CENTER OF THE ROAD AND 3 FEET NORTH
 RM0695'OF A POWER POLE.
 RM0695'
 RM0695'THE AZIMUTH MARK, STAMPED CAYUGA 1952, IS A STANDARD DISK SET IN
 RM0695'A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 20 FEET
 RM0695'WEST OF THE CENTER OF A GRAVEL ROAD, 1-1/2 FEET SOUTH OF A
 RM0695'WITNESS POST AND 1 FOOT EAST OF THE FENCELINE.
 RM0695'
 RM0695'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 RM0695
 RM0695                          STATION RECOVERY (2003)
 RM0695
 RM0695'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0695'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 AND
 RM0695'THE AZIMUTH MARK WERE NOT FOUND.
 RM0695'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 13 AND CAYUGA ROAD,
 RM0695'GO WEST ON CAYEGA ROAD FOR 0.15 MILE TO A RAILROAD CROSSING.  CONTINUE
 RM0695'WEST FOR 0.2 MILE TO WHERE CAYUGA ROAD CRUVES SOUTH. CONTINUE SOUTH
 RM0695'FOR 0.15 MILE TO WHERE CAYUGA ROAD CURVES WEST AND THOLE ROAD AHEAD.
 RM0695'GO AHEAD ON THOLE ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 RM0695'THE STATION IS ABOUT 75 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY
 RM0695'TO --71124--, 25 FEET SOUTH-SOUTHEAST OF A GREEN UNDERGROUND TELEPHONE
 RM0695'CABLE PEDESTAL NUMBER --1366-LP7--, 1 FOOT WEST OF A WOODEN STAKE WITH
 RM0695'AN ORANGE RIBBON ATTACHED, AND PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6022 ***********************************************************************
 DO6022  DESIGNATION -  CAYUGA GPS
 DO6022  PID         -  DO6022
 DO6022  STATE/COUNTY-  WI/ASHLAND
 DO6022  COUNTRY     -  US
 DO6022  USGS QUAD   -  MORSE (2018)
 DO6022
 DO6022                         *CURRENT SURVEY CONTROL
 DO6022  ______________________________________________________________________
 DO6022* NAD 83(2011) POSITION- 46 14 05.37835(N) 090 40 12.37203(W)   ADJUSTED
 DO6022* NAD 83(2011) ELLIP HT-   420.704 (meters)        (05/27/14)   ADJUSTED
 DO6022* NAD 83(2011) EPOCH   -  2010.00
 DO6022* NAVD 88 ORTHO HEIGHT -   451.200 (meters)     1480.31  (feet) ADJUSTED
 DO6022  ______________________________________________________________________
 DO6022  GEOID HEIGHT    -        -30.494 (meters)                     GEOID18
 DO6022  NAD 83(2011) X  -    -51,690.610 (meters)                     COMP
 DO6022  NAD 83(2011) Y  - -4,419,495.588 (meters)                     COMP
 DO6022  NAD 83(2011) Z  -  4,583,644.744 (meters)                     COMP
 DO6022  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DO6022  DYNAMIC HEIGHT  -        451.195 (meters)     1480.30  (feet) COMP
 DO6022  MODELED GRAVITY -    980,590.1   (mgal)                       NAVD 88
 DO6022
 DO6022  VERT ORDER      -  SECOND    CLASS I
 DO6022
 DO6022  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6022  Standards:
 DO6022         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6022            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6022  -------------------------------------------------------------------
 DO6022  NETWORK    0.38   0.57           0.17   0.14   0.29      0.11055866
 DO6022  -------------------------------------------------------------------
 DO6022  Click here for local accuracies and other accuracy information.
 DO6022
 DO6022.The horizontal coordinates were established by GPS observations
 DO6022.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6022
 DO6022.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6022.been affixed to the stable North American tectonic plate. See 
 DO6022.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6022
 DO6022.The horizontal coordinates are valid at the epoch date displayed above
 DO6022.which is a decimal equivalence of Year/Month/Day.
 DO6022
 DO6022.The orthometric height was determined by differential leveling and
 DO6022.adjusted by the NATIONAL GEODETIC SURVEY
 DO6022.in February 2017.
 DO6022
 DO6022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6022.GEOID18 height accuracy estimate available here.
 DO6022
 DO6022.Click photographs - Photos may exist for this station.
 DO6022
 DO6022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6022
 DO6022.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6022
 DO6022.The ellipsoidal height was determined by GPS observations
 DO6022.and is referenced to NAD 83.
 DO6022
 DO6022.The dynamic height is computed by dividing the NAVD 88
 DO6022.geopotential number by the normal gravity value computed on the
 DO6022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6022.degrees latitude (g = 980.6199 gals.).
 DO6022
 DO6022.The modeled gravity was interpolated from observed gravity values.
 DO6022
 DO6022. The following values were computed from the NAD 83(2011) position.
 DO6022
 DO6022;                    North         East     Units Scale Factor Converg.
 DO6022;SPC WI N     -   118,938.379   548,315.018   MT  0.99994603   -0 29 00.2
 DO6022;SPC WI N     -   390,217.00  1,798,930.19   sFT  0.99994603   -0 29 00.2
 DO6022;UTM  15      - 5,122,777.454   679,642.497   MT  0.99999672   +1 40 59.0
 DO6022
 DO6022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6022!SPC WI N     -   0.99993405  x   0.99994603  =   0.99988009
 DO6022!UTM  15      -   0.99993405  x   0.99999672  =   0.99993077
 DO6022
 DO6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7964222777(NAD 83)
 DO6022
 DO6022                          SUPERSEDED SURVEY CONTROL
 DO6022
 DO6022  NAVD 88 (07/25/13)  451.209  (m)         1480.34   (f) SUPERSEDED  2 1
 DO6022
 DO6022.Superseded values are not recommended for survey control.
 DO6022
 DO6022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6022.See file dsdata.pdf to determine how the superseded data were derived.
 DO6022
 DO6022_MARKER: DD = SURVEY DISK
 DO6022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6022_STAMPING: CAYUGA GPS 2011
 DO6022_MARK LOGO: WIDT
 DO6022_PROJECTION: PROJECTING 2 CENTIMETERS
 DO6022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6022+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2012
 DO6022
 DO6022  HISTORY     - Date     Condition        Report By
 DO6022  HISTORY     - 2011     MONUMENTED       WIDT
 DO6022  HISTORY     - 20120821 GOOD             WIDT
 DO6022
 DO6022                          STATION DESCRIPTION
 DO6022
 DO6022'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6022'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHWEST OF
 DO6022'GLIDDEN, 6.3 MI (10.1 KM) SOUTH OF MELLEN AND 2.2 MI (3.6 KM)
 DO6022'WEST-NORTHWEST OF MORSE.
 DO6022'
 DO6022'TO REACH THE STATION FROM THE SOUTHERLY JUNCTION OF STATE HIGHWAY 13
 DO6022'WITH STATE HIGHWAY 77 LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTH OF
 DO6022'THE CITY OF MELLEN, GO NORTH THEN NORTHWEST ON STATE HIGHWAY 13 FOR
 DO6022'5.0 MI (8.0 KM) TO MORSE ROAD ON THE RIGHT.  CONTINUE NORTHWEST THEN
 DO6022'NORTH ON STATE HIGHWAY 13 FOR 1.2 MI (1.9 KM) TO A BRIDGE OVER THE BAD
 DO6022'RIVER AND THE CANADIAN NATIONAL RAILROAD TRACKS AND THE STATION ON THE
 DO6022'RIGHT.
 DO6022'
 DO6022'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6022'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6022'INCH) DIAMETER CONCRETE POST 7.0 FT (2.1 M) DEEP, PROJECTING 2 CM (1
 DO6022'INCH) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE
 DO6022'HIGHWAY PAVEMENT.  THE STATION IS 10.2 M (33.5 FT) EAST OF THE
 DO6022'CENTERLINE OF STATE HIGHWAY 13, 76 M (249.3 FT) SOUTH OF THE CENTER OF
 DO6022'A PRIVATE DRIVE -28570-, 60.1 M (197.2 FT) SOUTHEAST OF A --NO PASSING
 DO6022'ZONE-- SIGN, 19.8 M (65.0 FT) EAST-NORTHEAST OF --BAD RIVER-- SIGN,
 DO6022'3.8 M (12.5 FT) EAST OF A GUARD RAIL AND LOCATED IN THE CENTER OF A
 DO6022'TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD POSTS.
 DO6022'
 DO6022'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6022'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1309 ***********************************************************************
 ON1309  FBN         -  This is a Federal Base Network Control Station.
 ON1309  DESIGNATION -  CAZENOVIA GPS
 ON1309  PID         -  ON1309
 ON1309  STATE/COUNTY-  WI/RICHLAND
 ON1309  COUNTRY     -  US
 ON1309  USGS QUAD   -  ROCKBRIDGE (2018)
 ON1309
 ON1309                         *CURRENT SURVEY CONTROL
 ON1309  ______________________________________________________________________
 ON1309* NAD 83(2011) POSITION- 43 28 43.80158(N) 090 15 23.13708(W)   ADJUSTED
 ON1309* NAD 83(2011) ELLIP HT-   333.243 (meters)        (06/27/12)   ADJUSTED
 ON1309* NAD 83(2011) EPOCH   -  2010.00
 ON1309* NAVD 88 ORTHO HEIGHT -   367.751 (meters)     1206.53  (feet) ADJUSTED
 ON1309  ______________________________________________________________________
 ON1309  GEOID HEIGHT    -        -34.495 (meters)                     GEOID18
 ON1309  NAD 83(2011) X  -    -20,747.218 (meters)                     COMP
 ON1309  NAD 83(2011) Y  - -4,635,706.146 (meters)                     COMP
 ON1309  NAD 83(2011) Z  -  4,366,484.964 (meters)                     COMP
 ON1309  LAPLACE CORR    -         -4.91  (seconds)                    DEFLEC18
 ON1309  DYNAMIC HEIGHT  -        367.649 (meters)     1206.20  (feet) COMP
 ON1309  MODELED GRAVITY -    980,331.7   (mgal)                       NAVD 88
 ON1309
 ON1309  VERT ORDER      -  SECOND    CLASS I
 ON1309
 ON1309  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ON1309  Standards:
 ON1309         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ON1309            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ON1309  -------------------------------------------------------------------
 ON1309  NETWORK    0.38   0.71           0.17   0.14   0.36     -0.01676884
 ON1309  -------------------------------------------------------------------
 ON1309  Click here for local accuracies and other accuracy information.
 ON1309
 ON1309.The horizontal coordinates were established by GPS observations
 ON1309.and adjusted by the National Geodetic Survey in June 2012.
 ON1309
 ON1309.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ON1309.been affixed to the stable North American tectonic plate. See 
 ON1309.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ON1309
 ON1309.The horizontal coordinates are valid at the epoch date displayed above
 ON1309.which is a decimal equivalence of Year/Month/Day.
 ON1309
 ON1309.The orthometric height was determined by differential leveling and
 ON1309.adjusted by the WI DEPT OF TRANSP
 ON1309.in May 2012.
 ON1309
 ON1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1309.GEOID18 height accuracy estimate available here.
 ON1309
 ON1309.Click photographs - Photos may exist for this station.
 ON1309
 ON1309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1309
 ON1309.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1309
 ON1309.The ellipsoidal height was determined by GPS observations
 ON1309.and is referenced to NAD 83.
 ON1309
 ON1309.The dynamic height is computed by dividing the NAVD 88
 ON1309.geopotential number by the normal gravity value computed on the
 ON1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1309.degrees latitude (g = 980.6199 gals.).
 ON1309
 ON1309.The modeled gravity was interpolated from observed gravity values.
 ON1309
 ON1309. The following values were computed from the NAD 83(2011) position.
 ON1309
 ON1309;                    North         East     Units Scale Factor Converg.
 ON1309;SPC WI S     -   164,316.384   579,255.209   MT  0.99993346   -0 10 34.3
 ON1309;SPC WI S     -   539,094.67  1,900,439.80   sFT  0.99993346   -0 10 34.3
 ON1309;UTM  15      - 4,817,647.540   721,884.414   MT  1.00020563   +1 53 18.9
 ON1309
 ON1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1309!SPC WI S     -   0.99994775  x   0.99993346  =   0.99988121
 ON1309!UTM  15      -   0.99994775  x   1.00020563  =   1.00015336
 ON1309
 ON1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2188417647(NAD 83)
 ON1309
 ON1309                          SUPERSEDED SURVEY CONTROL
 ON1309
 ON1309  NAD 83(2007)-  43 28 43.80162(N)    090 15 23.13792(W) AD(2002.00) 0
 ON1309  ELLIP H (02/10/07)  333.274  (m)                       GP(2002.00)    
 ON1309  NAD 83(1997)-  43 28 43.80160(N)    090 15 23.13836(W) AD(       ) A
 ON1309  ELLIP H (04/28/99)  333.271  (m)                       GP(       ) 3 1
 ON1309  NAD 83(1991)-  43 28 43.80101(N)    090 15 23.13711(W) AD(       ) B
 ON1309  ELLIP H (06/11/91)  333.320  (m)                       GP(       ) 4 1
 ON1309  NAVD 88             367.74   (m)         1206.5    (f) LEVELING    3  
 ON1309  NAVD 88 (04/20/07)  367.739  (m)         1206.49   (f) SUPERSEDED  2 1
 ON1309  NAVD 88 (04/28/99)  367.7    (m)  UNKNOWN  model used  GPS OBS        
 ON1309  NGVD 29 (06/11/91)  367.7    (m)  UNKNOWN  model used  GPS OBS        
 ON1309
 ON1309.Superseded values are not recommended for survey control.
 ON1309
 ON1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1309.See file dsdata.pdf to determine how the superseded data were derived.
 ON1309
 ON1309_MARKER: DH = HORIZONTAL CONTROL DISK
 ON1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1309_STAMPING: CAZENOVIA GPS 1989
 ON1309_MARK LOGO: NGS
 ON1309_PROJECTION: FLUSH
 ON1309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1309+STABILITY: SURFACE MOTION
 ON1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1309+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 ON1309
 ON1309  HISTORY     - Date     Condition        Report By
 ON1309  HISTORY     - 1989     MONUMENTED       WIHD
 ON1309  HISTORY     - 19900810 GOOD
 ON1309  HISTORY     - 19971126 GOOD             WIHD
 ON1309  HISTORY     - 20040708 GOOD             WIDT
 ON1309  HISTORY     - 20040816 GOOD             WIDT
 ON1309  HISTORY     - 20051228 GOOD             WIDT
 ON1309  HISTORY     - 20100629 GOOD             WIDT
 ON1309  HISTORY     - 20130215 GOOD             WOLACO
 ON1309  HISTORY     - 20160627 GOOD             WIDT
 ON1309
 ON1309                          STATION DESCRIPTION
 ON1309
 ON1309'DESCRIBED BY WI HIGHWAY DEPT 1989
 ON1309'THE STATION IS LOCATED ABOUT 3.88 KM (2.40 MI) WEST OF THE
 ON1309'RICHLAND--SAUK COUNTY LINE, 8.56 KM (5.30 MI) NORTHEAST OF ROCKBRIDGE,
 ON1309'5.65 KM (3.50 MI) SOUTHWEST OF CAZENOVIA.  OWNERSHIP--COUNTY ROAD
 ON1309'R.O.W.
 ON1309'TO REACH FROM THE TOWN OF CAZENOVIA, GO SOUTH FOR 5.41 KM (3.35 MI) ON
 ON1309'STATE HIGHWAY 58 TO COUNTY ROAD S.  TURN RIGHT AND GO WEST FOR 2.42 KM
 ON1309'(1.50 MI) ON COUNTY ROAD S TO ITS INTERSECTION WITH COUNTY ROAD NN,
 ON1309'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.89 KM (0.55 MI) ON COUNTY
 ON1309'ROAD NN TO THE STATION ON THE RIGHT.
 ON1309'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 ON1309'STAMPED--CAZENOVIA GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER
 ON1309'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 0.91 M (3.0 FT)
 ON1309'SOUTH FROM A CARSONITE WITNESS POST, 7.62 M (25.0 FT) EAST FROM THE
 ON1309'CENTER-LINE OF THE DEAD END GRAVEL FIELD ACCESS ROAD, 16.61 M
 ON1309'(54.5 FT) NORTH FROM THE CENTER-LINE OF COUNTY ROAD NN, 35.05 M
 ON1309'(115.0 FT) WEST FROM A SPEED LIMIT SIGN.
 ON1309
 ON1309                          STATION RECOVERY (1990)
 ON1309
 ON1309'RECOVERED 1990
 ON1309'RECOVERED IN GOOD CONDITION.
 ON1309
 ON1309                          STATION RECOVERY (1997)
 ON1309
 ON1309'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 ON1309'THE STATION IS LOCATED ABOUT 41.87 KM (26.00 MI) WEST-SOUTHWEST OF
 ON1309'WISCONSIN DELLS, 19.32 KM (12.00 MI) NORTHEAST OF RICHLAND CENTER, AND
 ON1309'6.44 KM (4.00 MI) SOUTHWEST OF CAZENOVIA IN THE HIGHWAY RIGHT-OF-WAY
 ON1309'AT THE CREST OF A HILL ON THE NORTH SIDE OF THE HIGHWAY.
 ON1309'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 ON1309'STATE HIGHWAY 58 WITH COUNTY HIGHWAY V JUST WEST OF THE BRIDGE OVER
 ON1309'MCGLYNN CREEK IN THE VILLAGE OF CAZENOVIA, GO SOUTH 5.31 KM (3.30 MI)
 ON1309'ON HIGHWAY 58 TO THE JUNCTION WITH COUNTY HIGHWAY S, TURN RIGHT AND GO
 ON1309'WEST 2.5 KM (1.55 MI) ON HIGHWAY S TO THE JUNCTION WITH COUNTY HIGHWAY
 ON1309'NN, CONTINUE WEST 0.89 KM (0.55 MI) ON HIGHWAY NN TO SEEP ROAD RIGHT,
 ON1309'CONTINUE WEST 0.88 KM (0.55 MI) ON HIGHWAY NN TO THE STATION ON THE
 ON1309'RIGHT.  THE STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK SET
 ON1309'IN THE TOP OF A 40-CM DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH WITH
 ON1309'THE GROUND AND ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 ON1309'STATION IS 16.90 M (55.45 FT) (SLOPE DISTANCE) NORTH-NORTHWEST OF THE
 ON1309'CENTERLINE OF THE HIGHWAY, 7.5 M (24.6 FT) EAST OF THE CENTERLINE OF A
 ON1309'GRAVEL FIELD ENTRANCE, 38.4 M (126.0 FT) WEST OF A --35 MPH CURVE--
 ON1309'SIGN 4-INCH-SQUARE WOOD POST ON THE NORTH SIDE OF THE ROAD, 0.90 M
 ON1309'(2.95 FT) SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST, AND 0.83 M
 ON1309'(2.72 FT) SOUTH-SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.
 ON1309
 ON1309                          STATION RECOVERY (2004)
 ON1309
 ON1309'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 ON1309'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS 1.0 M NORTH OF AN
 ON1309'ORANGE 4X4 PLASTIC  WITNESS POST, 1.0 M EAST-SOUTHEAST OF AN ORANGE
 ON1309'4X4 PLASTIC WITNESS POST, AND 1.0 M  WEST-SOUTHWEST OF AN ORANGE 4X4
 ON1309'PLASTIC WITNESS POST.
 ON1309
 ON1309                          STATION RECOVERY (2004)
 ON1309
 ON1309'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON1309'RECOVERED AS DESCRIBED.
 ON1309
 ON1309                          STATION RECOVERY (2005)
 ON1309
 ON1309'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 ON1309'RECOVERED AS DESCRIBED.
 ON1309
 ON1309                          STATION RECOVERY (2010)
 ON1309
 ON1309'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON1309'RECOVERED IN GOOD CONDITION.
 ON1309
 ON1309                          STATION RECOVERY (2013)
 ON1309
 ON1309'RECOVERY NOTE BY WOODLAND CONSULTANTS INC 2013 (SDW)
 ON1309'RECOVERED IN GOOD CONDITION.
 ON1309
 ON1309                          STATION RECOVERY (2016)
 ON1309
 ON1309'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 ON1309'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8438 ***********************************************************************
 DH8438  DESIGNATION -  CAZENOVIA GPS AZ MK
 DH8438  PID         -  DH8438
 DH8438  STATE/COUNTY-  WI/RICHLAND
 DH8438  COUNTRY     -  US
 DH8438  USGS QUAD   -  LIME RIDGE (2018)
 DH8438
 DH8438                         *CURRENT SURVEY CONTROL
 DH8438  ______________________________________________________________________
 DH8438* NAD 83(1986) POSITION- 43 28 44.1    (N) 090 14 53.8    (W)   HD_HELD2
 DH8438* NAVD 88 ORTHO HEIGHT -   375.894 (meters)     1233.25  (feet) ADJUSTED
 DH8438  ______________________________________________________________________
 DH8438  GEOID HEIGHT    -        -34.512 (meters)                     GEOID18
 DH8438  DYNAMIC HEIGHT  -        375.790 (meters)     1232.90  (feet) COMP
 DH8438  MODELED GRAVITY -    980,332.9   (mgal)                       NAVD 88
 DH8438
 DH8438  VERT ORDER      -  SECOND    CLASS I
 DH8438
 DH8438.The horizontal coordinates were established by autonomous hand held GPS
 DH8438.observations and have an estimated accuracy of +/- 10 meters.
 DH8438
 DH8438.The orthometric height was determined by differential leveling and
 DH8438.adjusted by the WI DEPT OF TRANSP
 DH8438.in May 2012.
 DH8438
 DH8438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8438.GEOID18 height accuracy estimate available here.
 DH8438
 DH8438.Click photographs - Photos may exist for this station.
 DH8438
 DH8438.The dynamic height is computed by dividing the NAVD 88
 DH8438.geopotential number by the normal gravity value computed on the
 DH8438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8438.degrees latitude (g = 980.6199 gals.).
 DH8438
 DH8438.The modeled gravity was interpolated from observed gravity values.
 DH8438
 DH8438;                    North         East    Units  Estimated Accuracy
 DH8438;SPC WI S     -   164,324.      579,914.      MT  (+/- 10 meters HH2 GPS)
 DH8438
 DH8438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2254317678(NAD 83)
 DH8438
 DH8438                          SUPERSEDED SURVEY CONTROL
 DH8438
 DH8438  NAVD 88 (04/20/07)  375.882  (m)         1233.21   (f) SUPERSEDED  2 1
 DH8438
 DH8438.Superseded values are not recommended for survey control.
 DH8438
 DH8438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8438.See file dsdata.pdf to determine how the superseded data were derived.
 DH8438
 DH8438_MARKER: DZ = AZIMUTH MARK DISK
 DH8438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8438_STAMPING: CAZENOVIA GPS 1989
 DH8438_MARK LOGO: NGS
 DH8438_PROJECTION: FLUSH
 DH8438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8438+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2010
 DH8438
 DH8438  HISTORY     - Date     Condition        Report By
 DH8438  HISTORY     - 1989     MONUMENTED       WIHD
 DH8438  HISTORY     - 20030122 GOOD             WIDT
 DH8438  HISTORY     - 20100629 GOOD             WIDT
 DH8438
 DH8438                          STATION DESCRIPTION
 DH8438
 DH8438'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH8438'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8438'STATE HIGHWAY 58 WITH COUNTY HIGHWAY SOUTH ABOUT 3 MI (4.83 KM) SOUTH
 DH8438'OF THE VILLAGE OF CAZENOVIA, GO WEST ON COUNTY HIGHWAY SOUTH FOR 1.6
 DH8438'MI (2.57 KM) TO COUNTY HIGHWAY NN, CONTINUE WEST ON COUNTY HIGHWAY NN
 DH8438'FOR 0.6 MI (0.97 KM) TO THE STATION ON THE RIGHT.  THE STATION IS AN
 DH8438'ALUMINUM NATIONAL GEODETIC SURVEY AZIMUTH MARK DISK SET IN THE TOP OF
 DH8438'A 40-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH8438'THE STATION IS 12.1 M (39.7 FT) NORTH OF THE CENTERLINE OF COUNTY
 DH8438'HIGHWAY NN, 21.5 M (70.5 FT) NORTHWEST OF A WOOD POST FOR A --35 MPH
 DH8438'CURVE-- SIGN, 9 M (29.5 FT) SOUTH OF A CULTIVATED FIELD, 0.9 M (3.0
 DH8438'FT) SOUTH OF A WHITE PLASTIC WITNESS POST, AND 0.9 M (3.0 FT) SOUTH OF
 DH8438'AN ORANGE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH8438'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH8438
 DH8438                          STATION RECOVERY (2010)
 DH8438
 DH8438'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH8438'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.11 MILE WEST OF
 DH8438'SEEP DRIVE AND 1.0 M EAST, 1.0 M WEST, AND 0.9 M SOUTH OF THREE WHITE
 DH8438'PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0640 ***********************************************************************
 PN0640  DESIGNATION -  CE RCL 19
 PN0640  PID         -  PN0640
 PN0640  STATE/COUNTY-  WI/OUTAGAMIE
 PN0640  COUNTRY     -  US
 PN0640  USGS QUAD   -  WRIGHTSTOWN (2018)
 PN0640
 PN0640                         *CURRENT SURVEY CONTROL
 PN0640  ______________________________________________________________________
 PN0640* NAD 83(1986) POSITION- 44 19 01.02   (N) 088 11 50.70   (W)   HD_HELD1
 PN0640* NAVD 88 ORTHO HEIGHT -   187.275 (meters)      614.42  (feet) ADJUSTED
 PN0640  ______________________________________________________________________
 PN0640  GEOID HEIGHT    -        -36.219 (meters)                     GEOID18
 PN0640  DYNAMIC HEIGHT  -        187.247 (meters)      614.33  (feet) COMP
 PN0640  MODELED GRAVITY -    980,462.9   (mgal)                       NAVD 88
 PN0640
 PN0640  VERT ORDER      -  SECOND    CLASS I
 PN0640
 PN0640.The horizontal coordinates were determined by differentially corrected
 PN0640.hand held GPS observations or other comparable positioning techniques
 PN0640.and have an estimated accuracy of +/- 3 meters.
 PN0640
 PN0640.The orthometric height was determined by differential leveling and
 PN0640.adjusted by the WI DEPT OF TRANSP
 PN0640.in May 2012.
 PN0640
 PN0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0640.GEOID18 height accuracy estimate available here.
 PN0640
 PN0640.Click photographs - Photos may exist for this station.
 PN0640
 PN0640.The dynamic height is computed by dividing the NAVD 88
 PN0640.geopotential number by the normal gravity value computed on the
 PN0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0640.degrees latitude (g = 980.6199 gals.).
 PN0640
 PN0640.The modeled gravity was interpolated from observed gravity values.
 PN0640
 PN0640;                    North         East    Units  Estimated Accuracy
 PN0640;SPC WI C     -    55,334.7     743,792.9     MT  (+/- 3 meters HH1 GPS) 
 PN0640
 PN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0451007773(NAD 83)
 PN0640
 PN0640                          SUPERSEDED SURVEY CONTROL
 PN0640
 PN0640  NAVD 88 (04/20/07)  187.238  (m)          614.30   (f) SUPERSEDED  2 1
 PN0640  NAVD 88 (06/15/91)  187.275  (m)          614.42   (f) SUPERSEDED  1 0
 PN0640
 PN0640.Superseded values are not recommended for survey control.
 PN0640
 PN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0640.See file dsdata.pdf to determine how the superseded data were derived.
 PN0640
 PN0640_MARKER: DD = SURVEY DISK
 PN0640_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0640_SP_SET: DAM ABUTMENT
 PN0640_STAMPING: CE RCL 19
 PN0640_MARK LOGO: USACE
 PN0640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0640+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0640
 PN0640  HISTORY     - Date     Condition        Report By
 PN0640  HISTORY     - UNK      MONUMENTED       USACE
 PN0640  HISTORY     - 1974     GOOD             NOS
 PN0640  HISTORY     - 19940513 GOOD             WI-009
 PN0640  HISTORY     - 19991105 GOOD             USPSQD
 PN0640  HISTORY     - 20010531 GOOD             WIDT
 PN0640  HISTORY     - 20050802 GOOD             WIDT
 PN0640
 PN0640                          STATION DESCRIPTION
 PN0640
 PN0640'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0640'1.5 MI SOUTH FROM WRIGHTSTOWN.
 PN0640'1.1 MILE SOUTHWEST ALONG WISCONSIN HIGHWAY 96 (MAIN STREET) FROM THE
 PN0640'INTERSECTION OF MAIN STREET AND BROADWAY IN WRIGHTSTOWN, THENCE 0.4
 PN0640'MILE SOUTH ON THE ROAD LEADING TO THE RAPIDE CROCHE LOCK AND DAM SITE,
 PN0640'FROM THE INTERSECTION OF WISCONSIN HIGHWAY 96 AND COUNTY HIGHWAY U.
 PN0640'124 FT. SOUTHWEST OF THE SOUTH END OF THE UPPER GATE, 1.2 FEET SOUTH
 PN0640'OF THE NORTH FACE OF THE CONCRETE ABUTMENT, AND THE HIGHEST POINT OVER
 PN0640'CROSS AT THE CENTER OF BRONZE DISK SET IN THE CONCRETE.
 PN0640
 PN0640                          STATION RECOVERY (1994)
 PN0640
 PN0640'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0640'RECOVERED AS DESCRIBED.  22 FEET (6.7 M) NORTH OF SPILLWAY.  NOT
 PN0640'ACCESSIBLE TO PUBLIC AT CERTAIN TIMES OF THE YEAR.  YOU MUST CALL
 PN0640'CORPS OF ENGINEERS TO GET IN.
 PN0640
 PN0640                          STATION RECOVERY (1999)
 PN0640
 PN0640'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0640'RECOVERED IN GOOD CONDITION.
 PN0640
 PN0640                          STATION RECOVERY (2001)
 PN0640
 PN0640'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0640'THE STATION IS LOCATED ABOUT 17 KM EAST-NORTHEAST OF APPLETON AND 27
 PN0640'KM SOUTHWEST OF GREEN BAY.  OWNERSHIP--US CORPS OF ENGINEERS.  TO
 PN0640'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 PN0640'HIGHWAY U AT EXIT 154 ABOUT 4 KM NORTHWEST OF THE VILLAGE OF
 PN0640'WRIGHTSTOWN, GO SOUTH ON COUNTY HIGHWAY U FOR 3.1 KM TO STATE HIGHWAY
 PN0640'96, TURN LEFT AND GO EAST ON STATE HIGHWAY 96 FOR 200 METERS TO LOCK
 PN0640'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON LOCK ROAD FOR 0.3 KM TO
 PN0640'GATED ACCESS ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST ON THE
 PN0640'ACCESS ROAD FOR 0.1 KM TO A SECURITY FENCE.  THE STATION IS INSIDE
 PN0640'THE SECURITY FENCE BETWEEN THE LOCK AND DAM AND IS A BRONZE US CORPS
 PN0640'OF ENGINEERS BENCH MARK DISK SET IN A CONCRETE WINGWALL ON THE NORTH
 PN0640'SIDE OF THE DAM. THE STATION IS 12.9 METERS SOUTH OF THE NORTH FACE
 PN0640'OF THE NAVIGATION CHANNEL SEAWALL, 12.9 METERS SOUTHEAST OF A METAL
 PN0640'LIGHT POLE, 8.9 METERS NORTH OF THE CENTER OF THE DAM CATWALK ACCESS
 PN0640'GATE, 3.0 METERS NORTHEAST OF A US CORPS OF ENGINEERS BRONZE SURVEY
 PN0640'MARK --BOUNDARY 1982--, 0.4 METERS SOUTH OF THE NORTH END OF THE DAM
 PN0640'WINGWALL.  ---NOTE1---THE STATION IS FULLY OBSTRUCTED FROM 10 DEGREES
 PN0640'AZIMUTH TO 140 DEGREES AZIMUTH, AND OBSTRUCTED TO 20 DEGREES FROM 320
 PN0640'DEGREES AZIMUTH TO 10 DEGREES AZIMUTH. ---NOTE2---KEYS ARE NEEDED FOR
 PN0640'THE ACCESS ROAD AND SECURITY FENCE GATES.
 PN0640
 PN0640                          STATION RECOVERY (2005)
 PN0640
 PN0640'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0640'RECOVERED IN GOOD CONDITION.  NOTE-- KEYS FOR THE SECURITY FENCE ARE
 PN0640'AVAILABLE AT THE USACE FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE
 PN0640'STREET, KAUKAUNA, 920-766-3531.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0668 ***********************************************************************
 PN0668  DESIGNATION -  CEA 1 L 32
 PN0668  PID         -  PN0668
 PN0668  STATE/COUNTY-  WI/OUTAGAMIE
 PN0668  COUNTRY     -  US
 PN0668  USGS QUAD   -  APPLETON (2018)
 PN0668
 PN0668                         *CURRENT SURVEY CONTROL
 PN0668  ______________________________________________________________________
 PN0668* NAD 83(1986) POSITION- 44 15 13.38   (N) 088 24 29.08   (W)   HD_HELD1
 PN0668* NAVD 88 ORTHO HEIGHT -   225.943 (meters)      741.28  (feet) ADJUSTED
 PN0668  ______________________________________________________________________
 PN0668  GEOID HEIGHT    -        -36.305 (meters)                     GEOID18
 PN0668  DYNAMIC HEIGHT  -        225.906 (meters)      741.16  (feet) COMP
 PN0668  MODELED GRAVITY -    980,445.9   (mgal)                       NAVD 88
 PN0668
 PN0668  VERT ORDER      -  SECOND    CLASS I
 PN0668
 PN0668.The horizontal coordinates were determined by differentially corrected
 PN0668.hand held GPS observations or other comparable positioning techniques
 PN0668.and have an estimated accuracy of +/- 3 meters.
 PN0668
 PN0668.The orthometric height was determined by differential leveling and
 PN0668.adjusted by the WI DEPT OF TRANSP
 PN0668.in May 2012.
 PN0668
 PN0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0668.GEOID18 height accuracy estimate available here.
 PN0668
 PN0668.Click photographs - Photos may exist for this station.
 PN0668
 PN0668.The dynamic height is computed by dividing the NAVD 88
 PN0668.geopotential number by the normal gravity value computed on the
 PN0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0668.degrees latitude (g = 980.6199 gals.).
 PN0668
 PN0668.The modeled gravity was interpolated from observed gravity values.
 PN0668
 PN0668;                    North         East    Units  Estimated Accuracy
 PN0668;SPC WI C     -    47,958.5     727,128.4     MT  (+/- 3 meters HH1 GPS) 
 PN0668
 PN0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8759001017(NAD 83)
 PN0668
 PN0668                          SUPERSEDED SURVEY CONTROL
 PN0668
 PN0668  NAVD 88 (04/20/07)  225.909  (m)          741.17   (f) SUPERSEDED  2 1
 PN0668  NAVD 88 (06/15/91)  225.920  (m)          741.21   (f) SUPERSEDED  1 0
 PN0668
 PN0668.Superseded values are not recommended for survey control.
 PN0668
 PN0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0668.See file dsdata.pdf to determine how the superseded data were derived.
 PN0668
 PN0668_MARKER: DB = BENCH MARK DISK
 PN0668_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PN0668_SP_SET: SEAWALL
 PN0668_STAMPING: CEA 1 L 32
 PN0668_MARK LOGO: USACE
 PN0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0668+STABILITY: SURFACE MOTION
 PN0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0668+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2012
 PN0668
 PN0668  HISTORY     - Date     Condition        Report By
 PN0668  HISTORY     - UNK      MONUMENTED       USACE
 PN0668  HISTORY     - 1974     GOOD             NOS
 PN0668  HISTORY     - 19991106 GOOD             USPSQD
 PN0668  HISTORY     - 20010530 GOOD             WIDT
 PN0668  HISTORY     - 20050802 GOOD             WIDT
 PN0668  HISTORY     - 20110924 GOOD             GEOCAC
 PN0668  HISTORY     - 20120119 GOOD             MEAD
 PN0668
 PN0668                          STATION DESCRIPTION
 PN0668
 PN0668'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0668'IN APPLETON.
 PN0668'IN APPLETON, 0.22 MILE WEST ALONG GRAVEL ROAD LEADING TO LOCK NO. 1
 PN0668'FROM ITS INTERSECTION WITH ONEIDA STREET, SOUTH OF THE FOX RIVER,
 PN0668'33-1/2 FT. WEST OF A FLAGPOLE, 11.6 FT. WEST OF CENTER OF TRUNTABLE
 PN0668'WINLASS FOR UPPER GATE, 1.9 FT. SOUTHWEST OF NORTHEAST FACE OF UPPER
 PN0668'GATE ANGLE IN LOCK WALL, AND SET 0.9 FT. SOUTHEAST OF NORTHWEST FACE
 PN0668'OF LOCK WALL.
 PN0668
 PN0668                          STATION RECOVERY (1999)
 PN0668
 PN0668'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0668'RECOVERED IN GOOD CONDITION.
 PN0668
 PN0668                          STATION RECOVERY (2001)
 PN0668
 PN0668'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0668'THE STATION IS LOCATED ABOUT  24 KM NORTHEAST OF OSHKOSH AND 2 KM
 PN0668'SOUTHEAST OF APPLETON.    OWNERSHIP--US ARMY CORPS OF ENGINEERS.  TO
 PN0668'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 PN0668'HIGHWAY 441 AND SOUTH ONEIDA STREET ABOUT 4 KM SOUTH OF THE CITY OF
 PN0668'APPLETON, GO NORTH ON SOUTH ONEIDA STREET FOR 2.1 KM TO OLDE ONEIDA
 PN0668'STREET ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON OLDE ONEIDA
 PN0668'STREET FOR 0.2 KM TO A GATED UNPAVED ACCESS ROAD ON THE LEFT, TURN
 PN0668'LEFT AND GO EAST ON THE ACCESS ROAD FOR 0.3 KM TO A SECURITY FENCE.
 PN0668'THE STATION IS INSIDE THE SECURITY FENCE AND IS A BRONZE US ARMY
 PN0668'CORPS OF ENGINEERS  DISK  SET IN THE TOP OF A CONCRETE SEAWALL SOUTH
 PN0668'OF THE WEST LOCK GATE. THE STATION IS 12 METERS NORTH OF THE
 PN0668'CENTERLINE OF THE ACCESS ROAD, 19.2 METERS SOUTHWEST FROM A 60-CM
 PN0668'MAPLE TREE, 17.2 METERS NORTHEAST FROM THE WESTERNMOST LIGHTPOLE,
 PN0668'10.2 METERS NORTHWEST OF A FLAGPOLE, 10.0 METERS NORTH OF A CHAIN
 PN0668'LINK FENCE, 9.9 METERS NORTHWEST OF A USE BRONZE SURVEY MARK --80-27
 PN0668'1980--, 9.0 METERS NORTH OF A TRIPLE-TRUNK BIRCH TREE, AND 2.0 METERS
 PN0668'NORTH OF A WHITE PLASTIC WITNESS POST.    ---NOTE1---THE STATION IS
 PN0668'HEAVILY OBSTRUCTED IN ALL QUADRANTS. ---NOTE2---KEYS ARE NEEDED TO
 PN0668'OPEN SECURITY FENCE, CONTACT US ARMY CORPS OF ENGINEERS.
 PN0668
 PN0668                          STATION RECOVERY (2005)
 PN0668
 PN0668'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0668'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 PN0668'POST PRESENT.  KEYS FOR THE SECURITY FENCE ARE AVAILABLE AT THE USACE
 PN0668'FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE STREET, KAUKAUNA,
 PN0668'920-766-3531.
 PN0668
 PN0668                          STATION RECOVERY (2011)
 PN0668
 PN0668'RECOVERY NOTE BY GEOCACHING 2011 (JTS)
 PN0668'RECOVERED IN GOOD CONDITION.
 PN0668
 PN0668                          STATION RECOVERY (2012)
 PN0668
 PN0668'RECOVERY NOTE BY MEAD AND HUNT INC 2012 (TVH)
 PN0668'RECOVERED AS DESCRIBED, FOR ACCESS INSIDE THE SECURITY FENCE, THE KEYS
 PN0668'ARE NOW AVAILABLE AT FOX RIVER NAVIGATIONAL SYSTEM AUTHORITY, 1008
 PN0668'AUGUSTINE STREET, KAUKAUNA, WI 54130.  920-759-9833
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0667 ***********************************************************************
 PN0667  DESIGNATION -  CEA 2 L 32
 PN0667  PID         -  PN0667
 PN0667  STATE/COUNTY-  WI/OUTAGAMIE
 PN0667  COUNTRY     -  US
 PN0667  USGS QUAD   -  APPLETON (2018)
 PN0667
 PN0667                         *CURRENT SURVEY CONTROL
 PN0667  ______________________________________________________________________
 PN0667* NAD 83(1986) POSITION- 44 15 15.7    (N) 088 24 04.9    (W)   HD_HELD2
 PN0667* NAVD 88 ORTHO HEIGHT -   222.676 (meters)      730.56  (feet) ADJUSTED
 PN0667  ______________________________________________________________________
 PN0667  GEOID HEIGHT    -        -36.301 (meters)                     GEOID18
 PN0667  DYNAMIC HEIGHT  -        222.639 (meters)      730.44  (feet) COMP
 PN0667  MODELED GRAVITY -    980,446.2   (mgal)                       NAVD 88
 PN0667
 PN0667  VERT ORDER      -  SECOND    CLASS I
 PN0667
 PN0667.The horizontal coordinates were established by autonomous hand held GPS
 PN0667.observations and have an estimated accuracy of +/- 10 meters.
 PN0667
 PN0667.The orthometric height was determined by differential leveling and
 PN0667.adjusted by the WI DEPT OF TRANSP
 PN0667.in May 2012.
 PN0667
 PN0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0667.GEOID18 height accuracy estimate available here.
 PN0667
 PN0667.Click photographs - Photos may exist for this station.
 PN0667
 PN0667.The dynamic height is computed by dividing the NAVD 88
 PN0667.geopotential number by the normal gravity value computed on the
 PN0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0667.degrees latitude (g = 980.6199 gals.).
 PN0667
 PN0667.The modeled gravity was interpolated from observed gravity values.
 PN0667
 PN0667;                    North         East    Units  Estimated Accuracy
 PN0667;SPC WI C     -    48,041.      727,663.      MT  (+/- 10 meters HH2 GPS)
 PN0667
 PN0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8812701079(NAD 83)
 PN0667
 PN0667                          SUPERSEDED SURVEY CONTROL
 PN0667
 PN0667  NAVD 88 (04/20/07)  222.642  (m)          730.45   (f) SUPERSEDED  2 1
 PN0667  NAVD 88 (05/16/03)  222.654  (m)          730.49   (f) SUPERSEDED  2 1
 PN0667  NAVD 88 (06/15/91)  222.664  (m)          730.52   (f) SUPERSEDED  1 0
 PN0667
 PN0667.Superseded values are not recommended for survey control.
 PN0667
 PN0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0667.See file dsdata.pdf to determine how the superseded data were derived.
 PN0667
 PN0667_MARKER: DB = BENCH MARK DISK
 PN0667_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PN0667_SP_SET: SEAWALL
 PN0667_STAMPING: CEA 2 L 32
 PN0667_MARK LOGO: USACE
 PN0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0667+STABILITY: SURFACE MOTION
 PN0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0667+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2012
 PN0667
 PN0667  HISTORY     - Date     Condition        Report By
 PN0667  HISTORY     - UNK      MONUMENTED       USACE
 PN0667  HISTORY     - 1974     GOOD             NOS
 PN0667  HISTORY     - 19991106 GOOD             USPSQD
 PN0667  HISTORY     - 20010530 GOOD             WIDT
 PN0667  HISTORY     - 20050802 GOOD             WIDT
 PN0667  HISTORY     - 20110924 GOOD             GEOCAC
 PN0667  HISTORY     - 20120119 GOOD             MEAD
 PN0667
 PN0667                          STATION DESCRIPTION
 PN0667
 PN0667'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0667'IN APPLETON.
 PN0667'IN APPLETON, SOUTH OF THE FOX RIVER, ON THE NORTH SIDE OF LOCK NO. 2,
 PN0667'11 FT. EAST OF THE EAST CORNER OF THE LOCKTENDERS BUILDING, 7.4 FT.
 PN0667'EAST OF NAVIGATION LIGHT, 0.9 FT. NORTHWEST OF THE SOUTHEAST FACE OF
 PN0667'LOCK WALL, AND SET IN THE CONCRETE WALKWAY.
 PN0667
 PN0667                          STATION RECOVERY (1999)
 PN0667
 PN0667'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0667'RECOVERED IN GOOD CONDITION.
 PN0667
 PN0667                          STATION RECOVERY (2001)
 PN0667
 PN0667'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0667'THE STATION IS LOCATED ABOUT 24 KM NORTHEAST OF OSHKOSH AND 2 KM
 PN0667'SOUTHEAST OF APPLETON. OWNERSHIP--US ARMY CORPS OF ENGINEERS. TO
 PN0667'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 PN0667'HIGHWAY 441 AND SOUTH ONEIDA STREET ABOUT 4 KM SOUTH OF THE CITY OF
 PN0667'APPLETON, GO NORTH ON SOUTH ONEIDA STREET FOR 2.1 KM TO OLDE ONEIDA
 PN0667'STREET ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON OLDE ONEIDA
 PN0667'STREET FOR 0.2 KM TO THE SOUTH, PAVED ENTRANCE FOR KERWIN PAPER
 PN0667'COMPANY ON THE RIGHT (912 OLDE ONEIDA STREET), TURN RIGHT AND GO EAST
 PN0667'ON THE PAVED  ENTRANCE ROAD FOR 230 M TO THE STATION ON THE RIGHT.
 PN0667'THE STATION IS INSIDE THE SECURITY FENCE AND IS A US ARMY CORPS OF
 PN0667'ENGINEERS BRONZE DISK SET IN THE TOP OF A CONCRETE SEAWALL NORTH OF
 PN0667'THE WEST LOCK GATE. THE STATION IS 5.6 METERS FROM THE CENTER OF THE
 PN0667'CLOSED WEST LOCK GATE, 15.2 METERS NORTH OF THE NORTH END OF A SIGN
 PN0667'--APPLETON LOCK 2--, 14.4 METERS SOUTHWEST OF THE SOUTHWEST CORNER OF
 PN0667'A METAL UTILITY BUILDING, 3.4 METERS SOUTHEAST OF THE SOUTHEAST
 PN0667'CORNER OF THE WOODEN GATEKEEPERS BUILDING, 3.4 METERS SOUTH OF THE
 PN0667'WEST GATE TURNTABLE WINDLASS AND 2.9 METERS SOUTHEAST OF A WHITE
 PN0667'WITNESS POST.  ---NOTE---THIS STATION HAS OBSTRUCTIONS UP TO 30
 PN0667'DEGREES BETWEEN 60 DEGREES AZIMUTH AND 100 DEGREES AZIMUTH,
 PN0667'OBSTUCTIONS AT 20 DEGREES BETWEEN 100 DEGREES AZIMUTH AND 195 DEGREES
 PN0667'AZIMUTH, AND OBSTRUCTIONS UP TO 20 DEGREES BETWEEN 245 DEGREES
 PN0667'AZIMUTH AND 285 DEGREES AZIMUTH. ---NOTE2---KEYS ARE NEEDED TO OPEN
 PN0667'SECURITY FENCE.
 PN0667
 PN0667                          STATION RECOVERY (2005)
 PN0667
 PN0667'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0667'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 PN0667'POST PRESENT.  KEYS FOR THE SECURITY FENCE ARE AVAILABLE AT THE USACE
 PN0667'FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE STREET, KAUKAUNA,
 PN0667'920-766-3531.
 PN0667
 PN0667                          STATION RECOVERY (2011)
 PN0667
 PN0667'RECOVERY NOTE BY GEOCACHING 2011 (JTS)
 PN0667'RECOVERED IN GOOD CONDITION.
 PN0667
 PN0667                          STATION RECOVERY (2012)
 PN0667
 PN0667'RECOVERY NOTE BY MEAD AND HUNT INC 2012 (TVH)
 PN0667'RECOVERED AS DESCRIBED
 PN0667'FOR ACCESS INSIDE THE SECURITY FENCE, NOW CONTACT FOX RIVER
 PN0667'NAVIGATIONAL SYSTEM AUTHORITY, 1008 AUGUSTINE STREET, KAUKAUNA, WI
 PN0667'54130.  920759-9833
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0666 ***********************************************************************
 PN0666  DESIGNATION -  CEA 3 L 31
 PN0666  PID         -  PN0666
 PN0666  STATE/COUNTY-  WI/OUTAGAMIE
 PN0666  COUNTRY     -  US
 PN0666  USGS QUAD   -  APPLETON (2018)
 PN0666
 PN0666                         *CURRENT SURVEY CONTROL
 PN0666  ______________________________________________________________________
 PN0666* NAD 83(1986) POSITION- 44 15 18.2    (N) 088 23 44.3    (W)   HD_HELD2
 PN0666* NAVD 88 ORTHO HEIGHT -   219.472 (meters)      720.05  (feet) ADJUSTED
 PN0666  ______________________________________________________________________
 PN0666  GEOID HEIGHT    -        -36.297 (meters)                     GEOID18
 PN0666  DYNAMIC HEIGHT  -        219.435 (meters)      719.93  (feet) COMP
 PN0666  MODELED GRAVITY -    980,446.3   (mgal)                       NAVD 88
 PN0666
 PN0666  VERT ORDER      -  SECOND    CLASS I
 PN0666
 PN0666.The horizontal coordinates were established by autonomous hand held GPS
 PN0666.observations and have an estimated accuracy of +/- 10 meters.
 PN0666
 PN0666.The orthometric height was determined by differential leveling and
 PN0666.adjusted by the WI DEPT OF TRANSP
 PN0666.in May 2012.
 PN0666
 PN0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0666.GEOID18 height accuracy estimate available here.
 PN0666
 PN0666.Click photographs - Photos may exist for this station.
 PN0666
 PN0666.The dynamic height is computed by dividing the NAVD 88
 PN0666.geopotential number by the normal gravity value computed on the
 PN0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0666.degrees latitude (g = 980.6199 gals.).
 PN0666
 PN0666.The modeled gravity was interpolated from observed gravity values.
 PN0666
 PN0666;                    North         East    Units  Estimated Accuracy
 PN0666;SPC WI C     -    48,127.      728,119.      MT  (+/- 10 meters HH2 GPS)
 PN0666
 PN0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8858601148(NAD 83)
 PN0666
 PN0666                          SUPERSEDED SURVEY CONTROL
 PN0666
 PN0666  NAVD 88 (04/20/07)  219.438  (m)          719.94   (f) SUPERSEDED  2 1
 PN0666  NAVD 88 (05/16/03)  219.451  (m)          719.98   (f) SUPERSEDED  2 1
 PN0666  NAVD 88 (06/15/91)  219.454  (m)          719.99   (f) SUPERSEDED  1 0
 PN0666
 PN0666.Superseded values are not recommended for survey control.
 PN0666
 PN0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0666.See file dsdata.pdf to determine how the superseded data were derived.
 PN0666
 PN0666_MARKER: DB = BENCH MARK DISK
 PN0666_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0666_SP_SET: SLAB
 PN0666_STAMPING: CEA 3L 31
 PN0666_MARK LOGO: USACE
 PN0666_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0666+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2011
 PN0666
 PN0666  HISTORY     - Date     Condition        Report By
 PN0666  HISTORY     - UNK      MONUMENTED       USACE
 PN0666  HISTORY     - 1974     GOOD             NOS
 PN0666  HISTORY     - 19991106 GOOD             USPSQD
 PN0666  HISTORY     - 20010531 GOOD             WIDT
 PN0666  HISTORY     - 20050802 GOOD             WIDT
 PN0666  HISTORY     - 20110924 GOOD             GEOCAC
 PN0666
 PN0666                          STATION DESCRIPTION
 PN0666
 PN0666'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0666'IN APPLETON.
 PN0666'IN APPLETON, SOUTH OF THE FOX RIVER, AT LOCK NO. 3, 24.3 FT. WESTERLY
 PN0666'OF THE UPRIVER GATE, 23.4 FT. EAST OF A BOLLARD, 8 FT. NORTHWEST OF
 PN0666'THE SOUTHEAST FACE OF THE LOCK WALL ON THE NORTH SIDE OF THE LOCK,
 PN0666'7.3 FT. SOUTHWEST OF THE CENTER OF GATE TURNING WINDLASS, AND SET IN
 PN0666'THE CENTER OF A 1-1/2 FT. SQUARE MONUMENT.
 PN0666
 PN0666                          STATION RECOVERY (1999)
 PN0666
 PN0666'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0666'RECOVERED IN GOOD CONDITION.
 PN0666
 PN0666                          STATION RECOVERY (2001)
 PN0666
 PN0666'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0666'THE STATION IS LOCATED ABOUT 24 KM NORTHEAST OF OSHKOSH AND 2 KM
 PN0666'SOUTHEAST OF APPLETON. OWNERSHIP--US ARMY CORPS OF ENGINEERS. TO
 PN0666'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 PN0666'HIGHWAY 441 AND SOUTH ONEIDA STREET ABOUT 4 KM SOUTH OF THE CITY OF
 PN0666'APPLETON, GO NORTH ON SOUTH ONEIDA STREET FOR 2.1 KM TO OLDE ONEIDA
 PN0666'STREET ON THE RIGHT, TURN RIGHT AND GO NORTHEASTERLY ON OLDE ONEIDA
 PN0666'STREET FOR 0.2 KM TO SOUTH RIVER ROAD ON THE RIGHT, TURN RIGHT AND GO
 PN0666'EAST ON SOUTH RIVER ROAD FOR 0.5 KM TO SOUTH LAWE STREET, TURN LEFT
 PN0666'AND GO NORTH ON SOUTH LAWE STREET FOR 0.2 KM TO NEWBERRY LANE AND A
 PN0666'PARKING LOT ON THE RIGHT.  THE STATION IS INSIDE A SECURITY FENCE ON
 PN0666'THE SOUTH SIDE OF THE WEST LOCK GATE AND IS A BRONZE US ARMY CORPS OF
 PN0666'ENGINEERS BENCH MARK DISK SET IN A CONCRETE SLAB. THE STATION IS 9.1
 PN0666'METERS NORTHWEST OF THE CENTER OF THE CLOSED WEST LOCK GATE, 23.7
 PN0666'METERS WEST OF THE SOUTHWEST CORNER OF THE WOODEN GATEKEEPERS
 PN0666'BUILDING, 21.1 METERS NORTHWEST OF THE NORTHWEST CORNER OF A STEEL
 PN0666'UTILITY BUILDING, 18.8 METERS NORTHEAST OF THE NORTH END OF A SIGN
 PN0666'--APPLETON LOCK 3--, 10.0 METERS SOUTHEAST OF A 90-CM DIAMETER MAPLE
 PN0666'TREE, 9.8 METERS SOUTHEAST OF A POWER POLE --77-0279-- AND 0.8 METERS
 PN0666'EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE1---THIS STATION IS
 PN0666'FULLY OBSTRUCTED FROM 240 DEGREES AZIMUTH TO 90 DEGREES AZIMUTH, UP
 PN0666'TO 25 DEGREES FROM 135 DEGREES AZIMUTH TO 240 DEGREES AZIMUTH.
 PN0666'---NOTE2---KEYS ARE NEEDED TO OPEN SECURITY FENCE.
 PN0666
 PN0666                          STATION RECOVERY (2005)
 PN0666
 PN0666'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0666'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M SOUTHEAST OF
 PN0666'A 1.4 M HIGH METAL POLE SUPPORTING A RED NAVIGATIONAL LIGHT AND 2.3 M
 PN0666'WEST OF THE NORTHWESTERN TURNSTILE.  NOTE-- THE MONUMENT IS ON THE
 PN0666'NORTH (NOT SOUTH) SIDE OF THE WEST LOCK GATE.  KEYS FOR THE SECURITY
 PN0666'FENCE ARE AVAILABLE AT THE USACE FOX RIVER PROJECT OFFICE AT 1008
 PN0666'AUGUSTINE STREET, KAUKAUNA, 920-766-3531.
 PN0666
 PN0666                          STATION RECOVERY (2011)
 PN0666
 PN0666'RECOVERY NOTE BY GEOCACHING 2011 (JTS)
 PN0666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0665 ***********************************************************************
 PN0665  DESIGNATION -  CEA 4 L 31
 PN0665  PID         -  PN0665
 PN0665  STATE/COUNTY-  WI/OUTAGAMIE
 PN0665  COUNTRY     -  US
 PN0665  USGS QUAD   -  APPLETON (2018)
 PN0665
 PN0665                         *CURRENT SURVEY CONTROL
 PN0665  ______________________________________________________________________
 PN0665* NAD 83(2011) POSITION- 44 15 37.80725(N) 088 23 17.62402(W)   ADJUSTED
 PN0665* NAD 83(2011) ELLIP HT-   181.475 (meters)        (12/02/25)   ADJUSTED
 PN0665* NAD 83(2011) EPOCH   -  2010.00
 PN0665* NAVD 88 ORTHO HEIGHT -   217.783 (meters)      714.51  (feet) ADJUSTED
 PN0665  ______________________________________________________________________
 PN0665  GEOID HEIGHT    -        -36.292 (meters)                     GEOID18
 PN0665  NAD 83(2011) X  -    128,693.743 (meters)                     COMP
 PN0665  NAD 83(2011) Y  - -4,573,641.494 (meters)                     COMP
 PN0665  NAD 83(2011) Z  -  4,428,994.226 (meters)                     COMP
 PN0665  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 PN0665  DYNAMIC HEIGHT  -        217.747 (meters)      714.39  (feet) COMP
 PN0665  MODELED GRAVITY -    980,447.4   (mgal)                       NAVD 88
 PN0665
 PN0665  VERT ORDER      -  SECOND    CLASS I
 PN0665
 PN0665  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PN0665  Standards:
 PN0665         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PN0665            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PN0665  -------------------------------------------------------------------
 PN0665  NETWORK    0.46   0.86           0.21   0.16   0.44     -0.03512270
 PN0665  -------------------------------------------------------------------
 PN0665  Click here for local accuracies and other accuracy information.
 PN0665
 PN0665.The horizontal coordinates were established by GPS observations
 PN0665.and adjusted by the National Geodetic Survey in December 2025.
 PN0665
 PN0665.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PN0665.been affixed to the stable North American tectonic plate. See 
 PN0665.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PN0665
 PN0665.The horizontal coordinates are valid at the epoch date displayed above
 PN0665.which is a decimal equivalence of Year/Month/Day.
 PN0665
 PN0665.The orthometric height was determined by differential leveling and
 PN0665.adjusted by the WI DEPT OF TRANSP
 PN0665.in May 2012.
 PN0665
 PN0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0665.GEOID18 height accuracy estimate available here.
 PN0665
 PN0665.Click photographs - Photos may exist for this station.
 PN0665
 PN0665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN0665
 PN0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0665
 PN0665.The ellipsoidal height was determined by GPS observations
 PN0665.and is referenced to NAD 83.
 PN0665
 PN0665.The dynamic height is computed by dividing the NAVD 88
 PN0665.geopotential number by the normal gravity value computed on the
 PN0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0665.degrees latitude (g = 980.6199 gals.).
 PN0665
 PN0665.The modeled gravity was interpolated from observed gravity values.
 PN0665
 PN0665. The following values were computed from the NAD 83(2011) position.
 PN0665
 PN0665;                    North         East     Units Scale Factor Converg.
 PN0665;SPC WI C     -    48,743.554   728,698.358   MT  0.99999803   +1 08 14.0
 PN0665;SPC WI C     -   159,919.48  2,390,737.86   sFT  0.99999803   +1 08 14.0
 PN0665;UTM  16      - 4,901,743.902   389,187.818   MT  0.99975102   -0 58 08.3
 PN0665
 PN0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0665!SPC WI C     -   0.99997155  x   0.99999803  =   0.99996958
 PN0665!UTM  16      -   0.99997155  x   0.99975102  =   0.99972257
 PN0665
 PN0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8918701743(NAD 83)
 PN0665
 PN0665                          SUPERSEDED SURVEY CONTROL
 PN0665
 PN0665  NAVD 88 (04/20/07)  217.749  (m)          714.40   (f) SUPERSEDED  2 1
 PN0665  NAVD 88 (06/15/91)  217.765  (m)          714.45   (f) SUPERSEDED  1 0
 PN0665
 PN0665.Superseded values are not recommended for survey control.
 PN0665
 PN0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0665.See file dsdata.pdf to determine how the superseded data were derived.
 PN0665
 PN0665_MARKER: DB = BENCH MARK DISK
 PN0665_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0665_SP_SET: WALKWAY
 PN0665_STAMPING: CEA 4L 31
 PN0665_MARK LOGO: USACE
 PN0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0665+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 PN0665
 PN0665  HISTORY     - Date     Condition        Report By
 PN0665  HISTORY     - UNK      MONUMENTED       USACE
 PN0665  HISTORY     - 1974     GOOD             NOS
 PN0665  HISTORY     - 19991106 GOOD             USPSQD
 PN0665  HISTORY     - 20010530 GOOD             WIDT
 PN0665  HISTORY     - 20050802 GOOD             WIDT
 PN0665  HISTORY     - 20110924 GOOD             GEOCAC
 PN0665  HISTORY     - 20220804 GOOD             DJHENK
 PN0665
 PN0665                          STATION DESCRIPTION
 PN0665
 PN0665'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0665'IN APPLETON.
 PN0665'IN APPLETON, SOUTHEAST OF THE FOX RIVER, AT LOCK NO. 4, 500 FT.
 PN0665'NORTHEAST OF THE COLLEGE AVENUE BRIDGE, 45.6 FT. NORTHEAST OF THE
 PN0665'SOUTHWEST END OF LOCK WALL, 14.4 FT. NORTHEAST OF A FLAG POLE, 5.1
 PN0665'FT. SOUTHWEST OF THE NORTHEAST FACE OF SEAWALL, AND SET 0.85 FT.
 PN0665'NORTHEAST OF THE SOUTHWEST EDGE OF CONCRETE WALKWAY.
 PN0665
 PN0665                          STATION RECOVERY (1999)
 PN0665
 PN0665'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0665'RECOVERED IN GOOD CONDITION.
 PN0665
 PN0665                          STATION RECOVERY (2001)
 PN0665
 PN0665'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0665'THE STATION IS LOCATED ABOUT 25 KM NORTHEAST OF OSHKOSH AND 2 KM
 PN0665'SOUTHEAST OF APPLETON. OWNERSHIP--US ARMY CORPS OF ENGINEERS. TO
 PN0665'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 441 WITH COUNTY
 PN0665'HIGHWAY CE AND EAST COLLEGE AVENUE ABOUT 4 KM SOUTHEAST OF THE CITY
 PN0665'OF APPLETON, GO WEST ON EAST COLLEGE AVENUE FOR 2.1 KM TO EAST JOHN
 PN0665'STREET ON THE LEFT, TURN LEFT AND GO SOUTH ON EAST JOHN STREET FOR
 PN0665'0.2 KM TO ANOTHER EAST JOHN STREET ON THE RIGHT, TURN RIGHT AND  GO
 PN0665'NORTHWEST ON EAST JOHN STREET FOR 0.3 KM TO A SECURITY FENCE AT THE
 PN0665'END OF THE STREET. THE STATION IS INSIDE THE SECURITY FENCE AND IS A
 PN0665'BRONZE US ARMY CORPS OF ENGINEERS BRONZE BENCH MARK DISK SET IN A
 PN0665'CONCRETE WALKWAY. THE STATION IS 9.0 METERS SOUTHWEST OF THE CENTER
 PN0665'OF THE CLOSED SOUTHERN LOCK GATE, 33.0 METERS SOUTHEAST OF THE
 PN0665'SOUTHEAST CORNER OF A CONCRETE BLOCK UTILITY BUILDING, 23.7 METERS
 PN0665'SOUTHEAST OF A CORPS OF ENGINEERS BRONZE DISK --94-7 KEWAUNEE--, 8.9
 PN0665'METERS NORTHEAST OF A POWER POLE --1523--, 4.3 METERS NORTHEAST OF A
 PN0665'FLAGPOLE, 0.4 METERS SOUTH OF THE SOUTH EDGE OF A SIDEWALK AND 0.3
 PN0665'METERS NORTHWEST OF A WHITE PLASTIC WITNESS POST. ---NOTE1---THE
 PN0665'STATION IS OBSTRUCTED UP TO 20 DEGREES FROM 140 DEGREES AZIMUTH TO
 PN0665'200 DEGREES AZIMUTH, OBSTRUCTRED UP TO 45 DEGREES FROM 200 DEGREES
 PN0665'AZIMUTH TO 250 DEGREES AZIMUTH, AND OBSTRUCTED UP TO 22 DEGREES FROM
 PN0665'330 DEGREES AZIMUTH TO 10 DEGREES AZIMUTH.  ---NOTE2---KEYS ARE
 PN0665'NEEDED TO OPEN SECURITY FENCE.
 PN0665
 PN0665                          STATION RECOVERY (2005)
 PN0665
 PN0665'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0665'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3.4 M SOUTHEAST OF
 PN0665'THE SOUTHWESTERN TURNSTILE.  NOTE-- KEYS FOR THE SECURITY FENCE ARE
 PN0665'AVAILABLE AT THE USACE FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE
 PN0665'STREET, KAUKAUNA, 920-766-3531.
 PN0665
 PN0665                          STATION RECOVERY (2011)
 PN0665
 PN0665'RECOVERY NOTE BY GEOCACHING 2011 (JTS)
 PN0665'RECOVERED IN GOOD CONDITION.
 PN0665
 PN0665                          STATION RECOVERY (2022)
 PN0665
 PN0665'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2022 (DJH)
 PN0665'RECOVERED AS DESCRIBED.
 PN0665'
 PN0665'NOTE-THE MARK IS LOCATED AT APPLETON LOCK 4, ALSO KNOWN AS APPLETON
 PN0665'LOWER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4778 ***********************************************************************
 DJ4778  DESIGNATION -  CEC 10
 DJ4778  PID         -  DJ4778
 DJ4778  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4778  COUNTRY     -  US
 DJ4778  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4778
 DJ4778                         *CURRENT SURVEY CONTROL
 DJ4778  ______________________________________________________________________
 DJ4778* NAD 83(1986) POSITION- 44 49 57.14   (N) 091 34 54.41   (W)   HD_HELD1
 DJ4778* NAVD 88 ORTHO HEIGHT -   284.868 (meters)      934.60  (feet) ADJUSTED
 DJ4778  ______________________________________________________________________
 DJ4778  GEOID HEIGHT    -        -30.821 (meters)                     GEOID18
 DJ4778  DYNAMIC HEIGHT  -        284.842 (meters)      934.52  (feet) COMP
 DJ4778  MODELED GRAVITY -    980,519.5   (mgal)                       NAVD 88
 DJ4778
 DJ4778  VERT ORDER      -  SECOND    CLASS I
 DJ4778
 DJ4778.The horizontal coordinates were determined by differentially corrected
 DJ4778.hand held GPS observations or other comparable positioning techniques
 DJ4778.and have an estimated accuracy of +/- 3 meters.
 DJ4778
 DJ4778.The orthometric height was determined by differential leveling and
 DJ4778.adjusted by the WI DEPT OF TRANSP
 DJ4778.in May 2012.
 DJ4778
 DJ4778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4778.GEOID18 height accuracy estimate available here.
 DJ4778
 DJ4778.Click photographs - Photos may exist for this station.
 DJ4778
 DJ4778.The dynamic height is computed by dividing the NAVD 88
 DJ4778.geopotential number by the normal gravity value computed on the
 DJ4778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4778.degrees latitude (g = 980.6199 gals.).
 DJ4778
 DJ4778.The modeled gravity was interpolated from observed gravity values.
 DJ4778
 DJ4778;                    North         East    Units  Estimated Accuracy
 DJ4778;SPC WI C     -   112,248.4     474,934.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4778
 DJ4778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1210265326(NAD 83)
 DJ4778
 DJ4778                          SUPERSEDED SURVEY CONTROL
 DJ4778
 DJ4778  NAVD 88 (07/08/08)  284.855  (m)          934.56   (f) SUPERSEDED  2 1
 DJ4778
 DJ4778.Superseded values are not recommended for survey control.
 DJ4778
 DJ4778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4778.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4778
 DJ4778_MARKER: DD = SURVEY DISK
 DJ4778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4778_STAMPING: CEC 10
 DJ4778_MARK LOGO: WIDT
 DJ4778_PROJECTION: FLUSH
 DJ4778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4778+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2006
 DJ4778
 DJ4778  HISTORY     - Date     Condition        Report By
 DJ4778  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4778  HISTORY     - 20061005 GOOD             WIDT
 DJ4778  HISTORY     - 20111202 GOOD             WIDT
 DJ4778
 DJ4778                          STATION DESCRIPTION
 DJ4778
 DJ4778'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4778'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4778'STATE HIGHWAY 312 AND COUNTY HIGHWAY EE (EXIT 59) ABOUT 3 MI (4.8 KM)
 DJ4778'NORTHWEST OF THE CITY OF EAU CLAIRE, GO SOUTHEAST ON INTERSTATE
 DJ4778'HIGHWAY 94 EAST FOR 0.8 MI (1.3 KM) TO MILE MARKER 60, CONTINUE
 DJ4778'SOUTHEAST ON INTERSTATE HIGHWAY 94 EAST FOR 0.5 MI (0.8 KM) TO THE
 DJ4778'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4778'TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DJ4778'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4778'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4778'8.6 M (28.2 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 DJ4778'INTERSTATE HIGHWAY 94, 20.4 M (66.9 FT) NORTHEAST OF A WOVEN WIRE
 DJ4778'FENCE, AND 0.2 M (0.7 FT) NORTH OF A WHITE PLASTIC WITNESS POST,
 DJ4778'---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4778'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE SOUTHWEST
 DJ4778'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DJ4778
 DJ4778                          STATION RECOVERY (2011)
 DJ4778
 DJ4778'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4778'RECOVERED IN GOOD CONDITION. THE STATION IS 0.7 M (2.3 FT) SOUTHEAST
 DJ4778'OF A METAL HIGHWAY REFLECTOR POST, AND IS LOCATED 1.0 M (3.3 FT)
 DJ4778'SOUTHEAST AND NORTHWEST OF TWO WHITE PLASTIC T-POSTS.  NOTE THE
 DJ4778'PREVIOUSLY DESCRIBED WHITE WITNESS POST IS NOT IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4777 ***********************************************************************
 DJ4777  DESIGNATION -  CEC 11
 DJ4777  PID         -  DJ4777
 DJ4777  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4777  COUNTRY     -  US
 DJ4777  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4777
 DJ4777                         *CURRENT SURVEY CONTROL
 DJ4777  ______________________________________________________________________
 DJ4777* NAD 83(1986) POSITION- 44 49 38.03   (N) 091 34 30.03   (W)   HD_HELD1
 DJ4777* NAVD 88 ORTHO HEIGHT -   283.764 (meters)      930.98  (feet) ADJUSTED
 DJ4777  ______________________________________________________________________
 DJ4777  GEOID HEIGHT    -        -30.829 (meters)                     GEOID18
 DJ4777  DYNAMIC HEIGHT  -        283.739 (meters)      930.90  (feet) COMP
 DJ4777  MODELED GRAVITY -    980,519.1   (mgal)                       NAVD 88
 DJ4777
 DJ4777  VERT ORDER      -  SECOND    CLASS I
 DJ4777
 DJ4777.The horizontal coordinates were determined by differentially corrected
 DJ4777.hand held GPS observations or other comparable positioning techniques
 DJ4777.and have an estimated accuracy of +/- 3 meters.
 DJ4777
 DJ4777.The orthometric height was determined by differential leveling and
 DJ4777.adjusted by the WI DEPT OF TRANSP
 DJ4777.in May 2012.
 DJ4777
 DJ4777.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4777.GEOID18 height accuracy estimate available here.
 DJ4777
 DJ4777.Click photographs - Photos may exist for this station.
 DJ4777
 DJ4777.The dynamic height is computed by dividing the NAVD 88
 DJ4777.geopotential number by the normal gravity value computed on the
 DJ4777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4777.degrees latitude (g = 980.6199 gals.).
 DJ4777
 DJ4777.The modeled gravity was interpolated from observed gravity values.
 DJ4777
 DJ4777;                    North         East    Units  Estimated Accuracy
 DJ4777;SPC WI C     -   111,648.2     475,458.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4777
 DJ4777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1264864745(NAD 83)
 DJ4777
 DJ4777                          SUPERSEDED SURVEY CONTROL
 DJ4777
 DJ4777  NAVD 88 (07/08/08)  283.751  (m)          930.94   (f) SUPERSEDED  2 1
 DJ4777
 DJ4777.Superseded values are not recommended for survey control.
 DJ4777
 DJ4777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4777.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4777
 DJ4777_MARKER: DD = SURVEY DISK
 DJ4777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4777_STAMPING: CEC 11
 DJ4777_MARK LOGO: WIDT
 DJ4777_PROJECTION: FLUSH
 DJ4777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4777+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2006
 DJ4777
 DJ4777  HISTORY     - Date     Condition        Report By
 DJ4777  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4777  HISTORY     - 20061005 GOOD             WIDT
 DJ4777  HISTORY     - 20111202 GOOD             WIDT
 DJ4777
 DJ4777                          STATION DESCRIPTION
 DJ4777
 DJ4777'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4777'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4777'STATE HIGHWAY 312 AND COUNTY HIGHWAY EE (EXIT 59) ABOUT 3 MI (4.8 KM)
 DJ4777'NORTHWEST OF THE CITY OF EAU CLAIRE, GO SOUTHEAST ON INTERSTATE
 DJ4777'HIGHWAY 94 EAST FOR 1.8 MI (2.9 KM) TO MILE MARKER 61 AND THE STATION
 DJ4777'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4777'TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DJ4777'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4777'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4777'9.4 M (30.8 FT) SOUTHWEST OF THE CENTERLINE OF EASTBOUND INTERSTATE
 DJ4777'HIGHWAY 94, 28.3 M (92.8 FT) NORTHEAST OF A WOVEN WIRE FENCE, 1.5 M
 DJ4777'(4.9 FT) SOUTH OF A WOOD POST FOR A --MILE 61-- SIGN, AND 0.3 M (1.0
 DJ4777'FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THE STATION
 DJ4777'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4777'HORIZON.
 DJ4777
 DJ4777                          STATION RECOVERY (2011)
 DJ4777
 DJ4777'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4777'RECOVERED IN GOOD CONDITION. THE STATION IS LOCATED IN THE CENTER OF A
 DJ4777'TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.  NOTE THE PREVIOUSLY
 DJ4777'DESCRIBED WITNESS POST IS NO LONGER IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4775 ***********************************************************************
 DJ4775  DESIGNATION -  CEC 14
 DJ4775  PID         -  DJ4775
 DJ4775  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4775  COUNTRY     -  US
 DJ4775  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4775
 DJ4775                         *CURRENT SURVEY CONTROL
 DJ4775  ______________________________________________________________________
 DJ4775* NAD 83(1986) POSITION- 44 48 27.82   (N) 091 33 35.04   (W)   HD_HELD1
 DJ4775* NAVD 88 ORTHO HEIGHT -   277.804 (meters)      911.43  (feet) ADJUSTED
 DJ4775  ______________________________________________________________________
 DJ4775  GEOID HEIGHT    -        -30.843 (meters)                     GEOID18
 DJ4775  DYNAMIC HEIGHT  -        277.778 (meters)      911.34  (feet) COMP
 DJ4775  MODELED GRAVITY -    980,518.2   (mgal)                       NAVD 88
 DJ4775
 DJ4775  VERT ORDER      -  SECOND    CLASS I
 DJ4775
 DJ4775.The horizontal coordinates were determined by differentially corrected
 DJ4775.hand held GPS observations or other comparable positioning techniques
 DJ4775.and have an estimated accuracy of +/- 3 meters.
 DJ4775
 DJ4775.The orthometric height was determined by differential leveling and
 DJ4775.adjusted by the WI DEPT OF TRANSP
 DJ4775.in May 2012.
 DJ4775
 DJ4775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4775.GEOID18 height accuracy estimate available here.
 DJ4775
 DJ4775.Click photographs - Photos may exist for this station.
 DJ4775
 DJ4775.The dynamic height is computed by dividing the NAVD 88
 DJ4775.geopotential number by the normal gravity value computed on the
 DJ4775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4775.degrees latitude (g = 980.6199 gals.).
 DJ4775
 DJ4775.The modeled gravity was interpolated from observed gravity values.
 DJ4775
 DJ4775;                    North         East    Units  Estimated Accuracy
 DJ4775;SPC WI C     -   109,458.1     476,624.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4775
 DJ4775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1389462600(NAD 83)
 DJ4775
 DJ4775                          SUPERSEDED SURVEY CONTROL
 DJ4775
 DJ4775  NAVD 88 (07/08/08)  277.791  (m)          911.39   (f) SUPERSEDED  2 1
 DJ4775
 DJ4775.Superseded values are not recommended for survey control.
 DJ4775
 DJ4775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4775.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4775
 DJ4775_MARKER: DD = SURVEY DISK
 DJ4775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4775_STAMPING: CEC 14
 DJ4775_MARK LOGO: WIDT
 DJ4775_PROJECTION: FLUSH
 DJ4775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4775+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DJ4775
 DJ4775  HISTORY     - Date     Condition        Report By
 DJ4775  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4775  HISTORY     - 20061004 GOOD             WIDT
 DJ4775  HISTORY     - 20111202 GOOD             WIDT
 DJ4775
 DJ4775                          STATION DESCRIPTION
 DJ4775
 DJ4775'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4775'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4775'STATE HIGHWAY 312 AND COUNTY HIGHWAY EE (EXIT 59) ABOUT 3 MI (4.8 KM)
 DJ4775'NORTHWEST OF THE CITY OF EAU CLAIRE, GO SOUTHEAST ON INTERSTATE
 DJ4775'HIGHWAY 94 EAST FOR 3.3 MI (5.3 KM) TO A LARGE BLUE INFORMATIONAL SIGN
 DJ4775'--FOOD - EXIT 65-- AND THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4775'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS GEODETIC CONTROL
 DJ4775'MARKER DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE
 DJ4775'POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4775'PAVEMENT.  THE STATION IS 9.5 M (31.2 FT) WEST-SOUTHWEST OF THE
 DJ4775'CENTERLINE OF THE EASTBOUND INTERSTATE HIGHWAY 94, 23.4 M (76.8 FT)
 DJ4775'NORTH OF THE EASTERNMOST METAL POST FOR THE BLUE INFORMATIONAL SIGN
 DJ4775'--FOOD - EXIT 65--, 17.8 M (58.4 FT) EAST-SOUTHEAST OF A WHITE AND
 DJ4775'ORANGE FIBER OPTIC CABLE WITNESS POST, 1.3 M (4.3 FT) WEST-SOUTHWEST
 DJ4775'OF A GRAY METAL WITNESS POST, AND 0.3 M (1.0 FT) EAST-NORTHEAST OF A
 DJ4775'WHITE PLASTIC WITNESS POST, ---NOTE---THE STATION HAS NO VISIBLE
 DJ4775'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DJ4775
 DJ4775                          STATION RECOVERY (2011)
 DJ4775
 DJ4775'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4775'RECOVERED IN GOOD CONDITION. THE STATION IS LOCATED IN THE CENTER OF A
 DJ4775'TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.  NOTE1 THE PREVIOUSLY
 DJ4775'DESCRIBED GREY METAL WITNESS POST IS ACTUALLY A METAL HIGHWAY
 DJ4775'REFLECTOR POST.  NOTE2 THE PREVIOUSLY DESCRIBED WHITE PLASTIC WITNESS
 DJ4775'IS NOT IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4774 ***********************************************************************
 DJ4774  DESIGNATION -  CEC 15
 DJ4774  PID         -  DJ4774
 DJ4774  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4774  COUNTRY     -  US
 DJ4774  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4774
 DJ4774                         *CURRENT SURVEY CONTROL
 DJ4774  ______________________________________________________________________
 DJ4774* NAD 83(1986) POSITION- 44 48 11.52   (N) 091 33 24.01   (W)   HD_HELD1
 DJ4774* NAVD 88 ORTHO HEIGHT -   288.797 (meters)      947.49  (feet) ADJUSTED
 DJ4774  ______________________________________________________________________
 DJ4774  GEOID HEIGHT    -        -30.846 (meters)                     GEOID18
 DJ4774  DYNAMIC HEIGHT  -        288.771 (meters)      947.41  (feet) COMP
 DJ4774  MODELED GRAVITY -    980,518.0   (mgal)                       NAVD 88
 DJ4774
 DJ4774  VERT ORDER      -  SECOND    CLASS I
 DJ4774
 DJ4774.The horizontal coordinates were determined by differentially corrected
 DJ4774.hand held GPS observations or other comparable positioning techniques
 DJ4774.and have an estimated accuracy of +/- 3 meters.
 DJ4774
 DJ4774.The orthometric height was determined by differential leveling and
 DJ4774.adjusted by the WI DEPT OF TRANSP
 DJ4774.in May 2012.
 DJ4774
 DJ4774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4774.GEOID18 height accuracy estimate available here.
 DJ4774
 DJ4774.Click photographs - Photos may exist for this station.
 DJ4774
 DJ4774.The dynamic height is computed by dividing the NAVD 88
 DJ4774.geopotential number by the normal gravity value computed on the
 DJ4774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4774.degrees latitude (g = 980.6199 gals.).
 DJ4774
 DJ4774.The modeled gravity was interpolated from observed gravity values.
 DJ4774
 DJ4774;                    North         East    Units  Estimated Accuracy
 DJ4774;SPC WI C     -   108,950.4     476,856.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4774
 DJ4774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1414562102(NAD 83)
 DJ4774
 DJ4774                          SUPERSEDED SURVEY CONTROL
 DJ4774
 DJ4774  NAVD 88 (07/08/08)  288.784  (m)          947.45   (f) SUPERSEDED  2 1
 DJ4774
 DJ4774.Superseded values are not recommended for survey control.
 DJ4774
 DJ4774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4774.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4774
 DJ4774_MARKER: DD = SURVEY DISK
 DJ4774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4774_STAMPING: CEC 15
 DJ4774_MARK LOGO: WIDT
 DJ4774_PROJECTION: FLUSH
 DJ4774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4774+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DJ4774
 DJ4774  HISTORY     - Date     Condition        Report By
 DJ4774  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4774  HISTORY     - 20061004 GOOD             WIDT
 DJ4774  HISTORY     - 20111202 GOOD             WIDT
 DJ4774
 DJ4774                          STATION DESCRIPTION
 DJ4774
 DJ4774'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4774'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4774'STATE HIGHWAY 312 AND COUNTY HIGHWAY EE (EXIT 59) ABOUT 3 MI (4.8 KM)
 DJ4774'NORTHWEST OF THE CITY OF EAU CLAIRE, GO SOUTHEAST ON INTERSTATE
 DJ4774'HIGHWAY 94 EAST FOR 3.6 MI (5.8 KM) TO A LARGE BLUE INFORMATIONAL SIGN
 DJ4774'--GAS - EXIT 65-- AND THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4774'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS GEODETIC CONTROL
 DJ4774'MARKER DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE
 DJ4774'POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DJ4774'PAVEMENT.  THE STATION IS 9.9 M (32.5 FT) SOUTHWEST OF THE CENTERLINE
 DJ4774'OF EASTBOUND INTERSTATE HIGHWAY 94, 13.5 NORTHEAST OF A WOVEN WIRE
 DJ4774'FENCE, AND 4.8 M (15.7 FT) NORTH OF THE NORTHERNMOST METAL POST FOR
 DJ4774'THE BLUE INFORMATIONAL SIGN --GAS - EXIT 65--.  ---NOTE---THIS STATION
 DJ4774'IS OBSTRUCTED TO THE SOUTH BY THE REFERENCED SIGN AND TREES EXTENDING
 DJ4774'TO 40 DEGREES ABOVE THE HORIZON.
 DJ4774
 DJ4774                          STATION RECOVERY (2011)
 DJ4774
 DJ4774'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4774'RECOVERED IN GOOD CONDITION. THE STATION IS LOCATED IN THE CENTER OF A
 DJ4774'TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.  NOTE THE PREVIOUSLY
 DJ4774'DESCRIBED WITNESS POST IS NOT IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4718 ***********************************************************************
 DJ4718  DESIGNATION -  CEC 17
 DJ4718  PID         -  DJ4718
 DJ4718  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4718  COUNTRY     -  US
 DJ4718  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4718
 DJ4718                         *CURRENT SURVEY CONTROL
 DJ4718  ______________________________________________________________________
 DJ4718* NAD 83(1986) POSITION- 44 47 19.90   (N) 091 32 49.07   (W)   HD_HELD1
 DJ4718* NAVD 88 ORTHO HEIGHT -   245.706 (meters)      806.12  (feet) ADJUSTED
 DJ4718  ______________________________________________________________________
 DJ4718  GEOID HEIGHT    -        -30.860 (meters)                     GEOID18
 DJ4718  DYNAMIC HEIGHT  -        245.683 (meters)      806.05  (feet) COMP
 DJ4718  MODELED GRAVITY -    980,517.1   (mgal)                       NAVD 88
 DJ4718
 DJ4718  VERT ORDER      -  SECOND    CLASS I
 DJ4718
 DJ4718.The horizontal coordinates were determined by differentially corrected
 DJ4718.hand held GPS observations or other comparable positioning techniques
 DJ4718.and have an estimated accuracy of +/- 3 meters.
 DJ4718
 DJ4718.The orthometric height was determined by differential leveling and
 DJ4718.adjusted by the WI DEPT OF TRANSP
 DJ4718.in May 2012.
 DJ4718
 DJ4718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4718.GEOID18 height accuracy estimate available here.
 DJ4718
 DJ4718.Click photographs - Photos may exist for this station.
 DJ4718
 DJ4718.The dynamic height is computed by dividing the NAVD 88
 DJ4718.geopotential number by the normal gravity value computed on the
 DJ4718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4718.degrees latitude (g = 980.6199 gals.).
 DJ4718
 DJ4718.The modeled gravity was interpolated from observed gravity values.
 DJ4718
 DJ4718;                    North         East    Units  Estimated Accuracy
 DJ4718;SPC WI C     -   107,342.7     477,594.2     MT  (+/- 3 meters HH1 GPS) 
 DJ4718
 DJ4718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1494160522(NAD 83)
 DJ4718
 DJ4718                          SUPERSEDED SURVEY CONTROL
 DJ4718
 DJ4718  NAVD 88 (07/08/08)  245.693  (m)          806.08   (f) SUPERSEDED  2 1
 DJ4718
 DJ4718.Superseded values are not recommended for survey control.
 DJ4718
 DJ4718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4718.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4718
 DJ4718_MARKER: DD = SURVEY DISK
 DJ4718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4718_STAMPING: CEC 17
 DJ4718_MARK LOGO: WIDT
 DJ4718_PROJECTION: FLUSH
 DJ4718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4718+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DJ4718
 DJ4718  HISTORY     - Date     Condition        Report By
 DJ4718  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4718  HISTORY     - 20061004 GOOD             WIDT
 DJ4718  HISTORY     - 20111202 GOOD             WIDT
 DJ4718
 DJ4718                          STATION DESCRIPTION
 DJ4718
 DJ4718'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4718'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4718'STATE HIGHWAY 312 AND COUNTY HIGHWAY EE (EXIT 59) ABOUT 3 MI (4.8 KM)
 DJ4718'NORTHWEST OF THE CITY OF EAU CLAIRE, GO SOUTHEAST ON INTERSTATE
 DJ4718'HIGHWAY 94 EAST FOR 4.8 MI (7.7 KM) TO MILE MARKER 64 AND THE STATION
 DJ4718'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4718'TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DJ4718'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4718'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4718'9.6 M (31.5 FT) WEST-SOUTHWEST OF THE CENTERLINE OF EASTBOUND
 DJ4718'INTERSTATE HIGHWAY 94, 33.7 M (110.6 FT) NORTH-NORTHWEST OF THE
 DJ4718'NORTHERN END OF A METAL GUARD RAIL, AND 1.6 M (5.2 FT) SOUTHWEST OF A
 DJ4718'WOOD POST FOR A --MILE 64-- SIGN.  ---NOTE---THE STATION HAS NO
 DJ4718'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4718'HORIZON EXCEPT FOR TREES TO THE WEST EXTENDING TO 30 DEGREES ABOVE
 DJ4718'HORIZON.
 DJ4718
 DJ4718                          STATION RECOVERY (2011)
 DJ4718
 DJ4718'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4718'RECOVERED IN GOOD CONDITION. THE STATION IS 2.9 M (9.5 FT)
 DJ4718'WEST-NORTHWEST OF A METAL HIGHWAY REFLECTOR POST, AND LOCATED IN THE
 DJ4718'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.  NOTE THE
 DJ4718'PREVIOUSLY DESCRIBED WITNESS POST IS NOT IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4670 ***********************************************************************
 DJ4670  DESIGNATION -  CEC 18
 DJ4670  PID         -  DJ4670
 DJ4670  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4670  COUNTRY     -  US
 DJ4670  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4670
 DJ4670                         *CURRENT SURVEY CONTROL
 DJ4670  ______________________________________________________________________
 DJ4670* NAD 83(1986) POSITION- 44 47 02.20   (N) 091 32 26.07   (W)   HD_HELD1
 DJ4670* NAVD 88 ORTHO HEIGHT -   234.174 (meters)      768.29  (feet) ADJUSTED
 DJ4670  ______________________________________________________________________
 DJ4670  GEOID HEIGHT    -        -30.868 (meters)                     GEOID18
 DJ4670  DYNAMIC HEIGHT  -        234.151 (meters)      768.21  (feet) COMP
 DJ4670  MODELED GRAVITY -    980,516.7   (mgal)                       NAVD 88
 DJ4670
 DJ4670  VERT ORDER      -  SECOND    CLASS I
 DJ4670
 DJ4670.The horizontal coordinates were determined by differentially corrected
 DJ4670.hand held GPS observations or other comparable positioning techniques
 DJ4670.and have an estimated accuracy of +/- 3 meters.
 DJ4670
 DJ4670.The orthometric height was determined by differential leveling and
 DJ4670.adjusted by the WI DEPT OF TRANSP
 DJ4670.in May 2012.
 DJ4670
 DJ4670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4670.GEOID18 height accuracy estimate available here.
 DJ4670
 DJ4670.Click photographs - Photos may exist for this station.
 DJ4670
 DJ4670.The dynamic height is computed by dividing the NAVD 88
 DJ4670.geopotential number by the normal gravity value computed on the
 DJ4670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4670.degrees latitude (g = 980.6199 gals.).
 DJ4670
 DJ4670.The modeled gravity was interpolated from observed gravity values.
 DJ4670
 DJ4670;                    North         East    Units  Estimated Accuracy
 DJ4670;SPC WI C     -   106,786.8     478,089.3     MT  (+/- 3 meters HH1 GPS) 
 DJ4670
 DJ4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1545659985(NAD 83)
 DJ4670
 DJ4670                          SUPERSEDED SURVEY CONTROL
 DJ4670
 DJ4670  NAVD 88 (07/08/08)  234.161  (m)          768.24   (f) SUPERSEDED  2 1
 DJ4670
 DJ4670.Superseded values are not recommended for survey control.
 DJ4670
 DJ4670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4670.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4670
 DJ4670_MARKER: DD = SURVEY DISK
 DJ4670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4670_STAMPING: CEC 18
 DJ4670_MARK LOGO: WIDT
 DJ4670_PROJECTION: FLUSH
 DJ4670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4670+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DJ4670
 DJ4670  HISTORY     - Date     Condition        Report By
 DJ4670  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4670  HISTORY     - 20061004 GOOD             WIDT
 DJ4670  HISTORY     - 20111202 GOOD             WIDT
 DJ4670
 DJ4670                          STATION DESCRIPTION
 DJ4670
 DJ4670'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4670'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 (CLAIREMONT
 DJ4670'AVENUE) WITH STATE HIGHWAY 37 (HENDRICKSON DRIVE) IN THE CITY OF EAU
 DJ4670'CLAIRE, GO SOUTHEAST ON STATE HIGHWAY 37 (HENDRICKSON DRIVE) FOR 0.95
 DJ4670'MI (1.5 KM) TO WEST HAMILTON AVENUE ON THE LEFT AND SHORT STREET ON
 DJ4670'THE RIGHT, TURN RIGHT AND GO NORTHWESTERLY ON SHORT STREET FOR 0.9 MI
 DJ4670'(1.4 KM) TO FERRY STREET, TURN LEFT AND GO SOUTH ON FERRY STREET FOR
 DJ4670'0.75 MI (1.2 KM) TO THE CITY OF EAU CLAIRE WASTE WATER TREATMENT
 DJ4670'FACILITY, CONTINUE WEST ACROSS THE PARKING LOT FOR 0.05 MI (0.1 KM) TO
 DJ4670'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DJ4670'OF TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DJ4670'35-CM (14 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE PARKING
 DJ4670'LOT PAVEMENT.  THE STATION IS 41 M (134.5 FT) EAST-SOUTHEAST OF A
 DJ4670'ROUND BLUE MUNICIPAL WASTE WATER TREATMENT STRUCTURE, 11 M (36.1 FT)
 DJ4670'SOUTHEAST OF A GRAVEL ACCESS ROAD, 4 M (13.1 FT) SOUTHWEST OF THE
 DJ4670'SOUTHWEST CORNER OF THE PAVED PARKING LOT, AND 0.1 M (0.3 FT) NORTH OF
 DJ4670'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4670'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT
 DJ4670'FOR TREES TO THE NORTH AND THE REFERENCED WASTE WATER TREATMENT
 DJ4670'STRUCTURE TO THE NORTHWEST, BOTH EXTENDING TO APPROXIMATELY 25 DEGREES
 DJ4670'ABOVE THE HORIZON.
 DJ4670
 DJ4670                          STATION RECOVERY (2011)
 DJ4670
 DJ4670'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4670'RECOVERED AS DESCRIBED IN GOOD CONDITION. THE STATION IS 0.3 M (1.0
 DJ4670'FT) NORTH OF A WHITE PLASTIC T-POST.  NOTE THE PREVIOUSLY DESCRIBED
 DJ4670'WITNESS POST WAS REPLACED WITH A WHITE PLASTIC T-POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4671 ***********************************************************************
 DJ4671  DESIGNATION -  CEC 19
 DJ4671  PID         -  DJ4671
 DJ4671  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4671  COUNTRY     -  US
 DJ4671  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4671
 DJ4671                         *CURRENT SURVEY CONTROL
 DJ4671  ______________________________________________________________________
 DJ4671* NAD 83(1986) POSITION- 44 46 52.60   (N) 091 32 20.57   (W)   HD_HELD1
 DJ4671* NAVD 88 ORTHO HEIGHT -   241.021 (meters)      790.75  (feet) ADJUSTED
 DJ4671  ______________________________________________________________________
 DJ4671  GEOID HEIGHT    -        -30.869 (meters)                     GEOID18
 DJ4671  DYNAMIC HEIGHT  -        240.998 (meters)      790.67  (feet) COMP
 DJ4671  MODELED GRAVITY -    980,516.5   (mgal)                       NAVD 88
 DJ4671
 DJ4671  VERT ORDER      -  SECOND    CLASS I
 DJ4671
 DJ4671.The horizontal coordinates were determined by differentially corrected
 DJ4671.hand held GPS observations or other comparable positioning techniques
 DJ4671.and have an estimated accuracy of +/- 3 meters.
 DJ4671
 DJ4671.The orthometric height was determined by differential leveling and
 DJ4671.adjusted by the WI DEPT OF TRANSP
 DJ4671.in May 2012.
 DJ4671
 DJ4671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4671.GEOID18 height accuracy estimate available here.
 DJ4671
 DJ4671.Click photographs - Photos may exist for this station.
 DJ4671
 DJ4671.The dynamic height is computed by dividing the NAVD 88
 DJ4671.geopotential number by the normal gravity value computed on the
 DJ4671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4671.degrees latitude (g = 980.6199 gals.).
 DJ4671
 DJ4671.The modeled gravity was interpolated from observed gravity values.
 DJ4671
 DJ4671;                    North         East    Units  Estimated Accuracy
 DJ4671;SPC WI C     -   106,488.2     478,204.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4671
 DJ4671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1558259691(NAD 83)
 DJ4671
 DJ4671                          SUPERSEDED SURVEY CONTROL
 DJ4671
 DJ4671  NAVD 88 (07/08/08)  241.008  (m)          790.71   (f) SUPERSEDED  2 1
 DJ4671
 DJ4671.Superseded values are not recommended for survey control.
 DJ4671
 DJ4671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4671.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4671
 DJ4671_MARKER: DD = SURVEY DISK
 DJ4671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4671_STAMPING: CEC 19
 DJ4671_MARK LOGO: WIDT
 DJ4671_PROJECTION: FLUSH
 DJ4671_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4671+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DJ4671
 DJ4671  HISTORY     - Date     Condition        Report By
 DJ4671  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4671  HISTORY     - 20061004 GOOD             WIDT
 DJ4671  HISTORY     - 20111202 GOOD             WIDT
 DJ4671
 DJ4671                          STATION DESCRIPTION
 DJ4671
 DJ4671'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4671'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4671'STATE HIGHWAY 37 (EXIT 65) JUST SOUTHWEST OF THE CITY OF EAU CLAIRE,
 DJ4671'GO WEST ON INTERSTATE HIGHWAY 94 WEST FOR 0.3 MI (0.5 KM) TO THE WEST
 DJ4671'END OF THE BRIDGE OVER THE CHIPPEWA RIVER AND THE STATION ON THE LEFT.
 DJ4671'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS
 DJ4671'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DJ4671'DIAMETER CONCRETE POST, LOCATED WITHIN THE GRASSY MEDIAN ABOUT LEVEL
 DJ4671'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.9 M (45.6 FT)
 DJ4671'EAST-NORTHEAST OF THE EAST END OF A METAL GUARD RAIL, 4.1 M (13.5 FT)
 DJ4671'WEST-NORTHWEST A METAL GUARD RAIL, AND 3.8 M (12.5 FT) SOUTH-SOUTHWEST
 DJ4671'OF A METAL GUARD RAIL.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4671'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4671
 DJ4671                          STATION RECOVERY (2011)
 DJ4671
 DJ4671'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4671'RECOVERED IN GOOD CONDITION. THE STATION IS LOCATED IN THE CENTER OF A
 DJ4671'TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.  NOTE THE PREVIOUSLY
 DJ4671'DESCRIBED WITNESS POST IS NOT IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4672 ***********************************************************************
 DJ4672  DESIGNATION -  CEC 20
 DJ4672  PID         -  DJ4672
 DJ4672  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4672  COUNTRY     -  US
 DJ4672  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4672
 DJ4672                         *CURRENT SURVEY CONTROL
 DJ4672  ______________________________________________________________________
 DJ4672* NAD 83(1986) POSITION- 44 46 47.97   (N) 091 32 08.98   (W)   HD_HELD1
 DJ4672* NAVD 88 ORTHO HEIGHT -   243.957 (meters)      800.38  (feet) ADJUSTED
 DJ4672  ______________________________________________________________________
 DJ4672  GEOID HEIGHT    -        -30.873 (meters)                     GEOID18
 DJ4672  DYNAMIC HEIGHT  -        243.934 (meters)      800.31  (feet) COMP
 DJ4672  MODELED GRAVITY -    980,516.4   (mgal)                       NAVD 88
 DJ4672
 DJ4672  VERT ORDER      -  SECOND    CLASS I
 DJ4672
 DJ4672.The horizontal coordinates were determined by differentially corrected
 DJ4672.hand held GPS observations or other comparable positioning techniques
 DJ4672.and have an estimated accuracy of +/- 3 meters.
 DJ4672
 DJ4672.The orthometric height was determined by differential leveling and
 DJ4672.adjusted by the WI DEPT OF TRANSP
 DJ4672.in May 2012.
 DJ4672
 DJ4672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4672.GEOID18 height accuracy estimate available here.
 DJ4672
 DJ4672.Click photographs - Photos may exist for this station.
 DJ4672
 DJ4672.The dynamic height is computed by dividing the NAVD 88
 DJ4672.geopotential number by the normal gravity value computed on the
 DJ4672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4672.degrees latitude (g = 980.6199 gals.).
 DJ4672
 DJ4672.The modeled gravity was interpolated from observed gravity values.
 DJ4672
 DJ4672;                    North         East    Units  Estimated Accuracy
 DJ4672;SPC WI C     -   106,340.5     478,456.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4672
 DJ4672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1584059553(NAD 83)
 DJ4672
 DJ4672                          SUPERSEDED SURVEY CONTROL
 DJ4672
 DJ4672  NAVD 88 (07/08/08)  243.944  (m)          800.34   (f) SUPERSEDED  2 1
 DJ4672
 DJ4672.Superseded values are not recommended for survey control.
 DJ4672
 DJ4672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4672.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4672
 DJ4672_MARKER: DD = SURVEY DISK
 DJ4672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4672_STAMPING: CEC 20
 DJ4672_MARK LOGO: WIDT
 DJ4672_PROJECTION: FLUSH
 DJ4672_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4672+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DJ4672
 DJ4672  HISTORY     - Date     Condition        Report By
 DJ4672  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4672  HISTORY     - 20061003 GOOD             WIDT
 DJ4672  HISTORY     - 20111202 GOOD             WIDT
 DJ4672
 DJ4672                          STATION DESCRIPTION
 DJ4672
 DJ4672'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4672'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4672'STATE HIGHWAY 37 (EXIT 65) JUST SOUTHWEST OF THE CITY OF EAU CLAIRE,
 DJ4672'GO WEST ON INTERSTATE HIGHWAY 94 WEST FOR 0.15 MI (0.2 KM) TO THE EAST
 DJ4672'END OF THE BRIDGE OVER THE CHIPPEWA RIVER AND THE STATION ON THE LEFT.
 DJ4672'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS
 DJ4672'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DJ4672'DIAMETER CONCRETE POST, LOCATED WITHIN THE GRASSY MEDIAN ABOUT LEVEL
 DJ4672'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.0 M (36.1 FT)
 DJ4672'NORTH-NORTHEAST OF A METAL GUARD RAIL, 4.9 M (16.1 FT) SOUTH-SOUTHWEST
 DJ4672'A METAL GUARD RAIL, 2.5 M (8.2 FT) EAST OF A METAL GUARD RAIL, AND 0.3
 DJ4672'M (1.0 FT) NORTH-NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 DJ4672'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DJ4672'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES TO THE WEST
 DJ4672'EXTENDING TO 30 DEGREES AND POWER LINES NEARLY DIRECTLY ABOVE THE
 DJ4672'STATION.
 DJ4672
 DJ4672                          STATION RECOVERY (2011)
 DJ4672
 DJ4672'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4672'RECOVERED IN GOOD CONDITION. THE STATION IS LOCATED IN THE CENTER OF A
 DJ4672'TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.  NOTE THE PREVIOUSLY
 DJ4672'DESCRIBED WITNESS POST IS NOT IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4673 ***********************************************************************
 DJ4673  DESIGNATION -  CEC 23
 DJ4673  PID         -  DJ4673
 DJ4673  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4673  COUNTRY     -  US
 DJ4673  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4673
 DJ4673                         *CURRENT SURVEY CONTROL
 DJ4673  ______________________________________________________________________
 DJ4673* NAD 83(1986) POSITION- 44 46 18.64   (N) 091 30 56.59   (W)   HD_HELD1
 DJ4673* NAVD 88 ORTHO HEIGHT -   263.301 (meters)      863.85  (feet) ADJUSTED
 DJ4673  ______________________________________________________________________
 DJ4673  GEOID HEIGHT    -        -30.895 (meters)                     GEOID18
 DJ4673  DYNAMIC HEIGHT  -        263.276 (meters)      863.76  (feet) COMP
 DJ4673  MODELED GRAVITY -    980,515.4   (mgal)                       NAVD 88
 DJ4673
 DJ4673  VERT ORDER      -  SECOND    CLASS I
 DJ4673
 DJ4673.The horizontal coordinates were determined by differentially corrected
 DJ4673.hand held GPS observations or other comparable positioning techniques
 DJ4673.and have an estimated accuracy of +/- 3 meters.
 DJ4673
 DJ4673.The orthometric height was determined by differential leveling and
 DJ4673.adjusted by the WI DEPT OF TRANSP
 DJ4673.in May 2012.
 DJ4673
 DJ4673.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4673.GEOID18 height accuracy estimate available here.
 DJ4673
 DJ4673.Click photographs - Photos may exist for this station.
 DJ4673
 DJ4673.The dynamic height is computed by dividing the NAVD 88
 DJ4673.geopotential number by the normal gravity value computed on the
 DJ4673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4673.degrees latitude (g = 980.6199 gals.).
 DJ4673
 DJ4673.The modeled gravity was interpolated from observed gravity values.
 DJ4673
 DJ4673;                    North         East    Units  Estimated Accuracy
 DJ4673;SPC WI C     -   105,405.5     480,030.9     MT  (+/- 3 meters HH1 GPS) 
 DJ4673
 DJ4673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1744758677(NAD 83)
 DJ4673
 DJ4673                          SUPERSEDED SURVEY CONTROL
 DJ4673
 DJ4673  NAVD 88 (07/08/08)  263.288  (m)          863.80   (f) SUPERSEDED  2 1
 DJ4673
 DJ4673.Superseded values are not recommended for survey control.
 DJ4673
 DJ4673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4673.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4673
 DJ4673_MARKER: DD = SURVEY DISK
 DJ4673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4673_STAMPING: CEC 23
 DJ4673_MARK LOGO: WIDT
 DJ4673_PROJECTION: FLUSH
 DJ4673_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4673+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DJ4673
 DJ4673  HISTORY     - Date     Condition        Report By
 DJ4673  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4673  HISTORY     - 20060803 GOOD             WIDT
 DJ4673  HISTORY     - 20111202 GOOD             WIDT
 DJ4673
 DJ4673                          STATION DESCRIPTION
 DJ4673
 DJ4673'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4673'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4673'STATE HIGHWAY 37 (EXIT 65) ABOUT 1 MI (1.6 KM) SOUTHWEST OF THE CITY
 DJ4673'OF EAU CLAIRE, GO EAST ON INTERSTATE HIGHWAY 94 FOR 1.0 MI (1.6 KM) TO
 DJ4673'MILE MARKER 66 AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4673'WISCONSIN  DEPARTMENT OF TRANSPORTATION GPS GEODETIC CONTROL MARKER
 DJ4673'DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST,
 DJ4673'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4673'THE STATION IS ABOUT 12 M (39.4 FT) SOUTH OF THE CENTERLINE OF
 DJ4673'EASTBOUND INTERSTATE HIGHWAY 94, 3.4 M (11.2 FT) SOUTH-SOUTHWEST OF A
 DJ4673'WOOD POST FOR A --MILE 66-- SIGN AND 0.3 M (1.0 FT) NORTH-NORTHEAST OF
 DJ4673'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE
 DJ4673'FOR GPS OBSERVATIONS.
 DJ4673
 DJ4673                          STATION RECOVERY (2011)
 DJ4673
 DJ4673'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4673'RECOVERED IN GOOD CONDITION. THE STATION IS LOCATED IN THE CENTER OF A
 DJ4673'TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.  NOTE THE PREVIOUSLY
 DJ4673'DESCRIBED WITNESS POST IS NOT IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4674 ***********************************************************************
 DJ4674  DESIGNATION -  CEC 27
 DJ4674  PID         -  DJ4674
 DJ4674  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4674  COUNTRY     -  US
 DJ4674  USGS QUAD   -  EAU CLAIRE EAST (2018)
 DJ4674
 DJ4674                         *CURRENT SURVEY CONTROL
 DJ4674  ______________________________________________________________________
 DJ4674* NAD 83(1986) POSITION- 44 45 55.82   (N) 091 28 37.15   (W)   HD_HELD1
 DJ4674* NAVD 88 ORTHO HEIGHT -   263.334 (meters)      863.96  (feet) ADJUSTED
 DJ4674  ______________________________________________________________________
 DJ4674  GEOID HEIGHT    -        -30.949 (meters)                     GEOID18
 DJ4674  DYNAMIC HEIGHT  -        263.308 (meters)      863.87  (feet) COMP
 DJ4674  MODELED GRAVITY -    980,512.3   (mgal)                       NAVD 88
 DJ4674
 DJ4674  VERT ORDER      -  SECOND    CLASS I
 DJ4674
 DJ4674.The horizontal coordinates were determined by differentially corrected
 DJ4674.hand held GPS observations or other comparable positioning techniques
 DJ4674.and have an estimated accuracy of +/- 3 meters.
 DJ4674
 DJ4674.The orthometric height was determined by differential leveling and
 DJ4674.adjusted by the WI DEPT OF TRANSP
 DJ4674.in May 2012.
 DJ4674
 DJ4674.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4674.GEOID18 height accuracy estimate available here.
 DJ4674
 DJ4674.Click photographs - Photos may exist for this station.
 DJ4674
 DJ4674.The dynamic height is computed by dividing the NAVD 88
 DJ4674.geopotential number by the normal gravity value computed on the
 DJ4674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4674.degrees latitude (g = 980.6199 gals.).
 DJ4674
 DJ4674.The modeled gravity was interpolated from observed gravity values.
 DJ4674
 DJ4674;                    North         East    Units  Estimated Accuracy
 DJ4674;SPC WI C     -   104,644.7     483,083.4     MT  (+/- 3 meters HH1 GPS) 
 DJ4674
 DJ4674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2052558029(NAD 83)
 DJ4674
 DJ4674                          SUPERSEDED SURVEY CONTROL
 DJ4674
 DJ4674  NAVD 88 (07/08/08)  263.321  (m)          863.91   (f) SUPERSEDED  2 1
 DJ4674
 DJ4674.Superseded values are not recommended for survey control.
 DJ4674
 DJ4674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4674.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4674
 DJ4674_MARKER: DD = SURVEY DISK
 DJ4674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4674_STAMPING: CEC 27
 DJ4674_MARK LOGO: WIDT
 DJ4674_PROJECTION: FLUSH
 DJ4674_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4674+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DJ4674
 DJ4674  HISTORY     - Date     Condition        Report By
 DJ4674  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4674  HISTORY     - 20060802 GOOD             WIDT
 DJ4674  HISTORY     - 20111202 GOOD             WIDT
 DJ4674
 DJ4674                          STATION DESCRIPTION
 DJ4674
 DJ4674'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4674'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4674'STATE HIGHWAY 37 (EXIT 65) JUST SOUTHWEST OF THE CITY OF EAU CLAIRE,
 DJ4674'GO EAST ON INTERSTATE HIGHWAY 94 EAST FOR 3.0 MI (4.8 KM) TO MILE
 DJ4674'MARKER 68 AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4674'WISCONSIN DEPARTMENT OF TRANSPORTATION GPS GEODETIC CONTROL MARKER
 DJ4674'DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST,
 DJ4674'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DJ4674'THE STATION IS ABOUT 12 M (39.4 FT) SOUTH OF THE CENTERLINE OF
 DJ4674'EASTBOUND INTERSTATE HIGHWAY 94, 3.5 M (11.5 FT) SOUTH-SOUTHEAST OF A
 DJ4674'WOOD POST FOR A --MILE 68-- SIGN, AND 0.3 M (1.0 FT) NORTH OF A WHITE
 DJ4674'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4674'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DJ4674'FOR POWER LINES TO THE SOUTH EXTENDING BETWEEN 40 TO 45 DEGREES ABOVE
 DJ4674'THE HORIZON.
 DJ4674
 DJ4674                          STATION RECOVERY (2011)
 DJ4674
 DJ4674'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4674'THE STATION IS 1 M (3.3 FT) BELOW THE EASTBOUND INTERSTATE 94
 DJ4674'PAVEMENT, 13.1 M (43.0 FT) EAST OF THE NORTHERNMOST METAL POST FOR A
 DJ4674'LARGE BLUE  LODGING   EXIT 68 METAL SIGN, AND IS LOCATED IN THE CENTER
 DJ4674'OF A TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.
 DJ4674'
 DJ4674'NOTE1 THE PREVIOUSLY DESCRIBED WOOD MILE MARKER 68 POST HAS BEEN
 DJ4674'REPLACED WITH A METAL ONE. THE STATION IS SOUTH OF THE MILE MARKER
 DJ4674'POST AND NOT SOUTH-SOUTHEAST.  NOTE2 THE PREVIOUSLY DESCRIBED WITNESS
 DJ4674'POST IS NOT IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4703 ***********************************************************************
 DJ4703  DESIGNATION -  CEC 29
 DJ4703  PID         -  DJ4703
 DJ4703  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4703  COUNTRY     -  US
 DJ4703  USGS QUAD   -  EAU CLAIRE EAST (2018)
 DJ4703
 DJ4703                         *CURRENT SURVEY CONTROL
 DJ4703  ______________________________________________________________________
 DJ4703* NAD 83(1986) POSITION- 44 45 55.37   (N) 091 26 53.24   (W)   HD_HELD1
 DJ4703* NAVD 88 ORTHO HEIGHT -   299.166 (meters)      981.51  (feet) ADJUSTED
 DJ4703  ______________________________________________________________________
 DJ4703  GEOID HEIGHT    -        -30.988 (meters)                     GEOID18
 DJ4703  DYNAMIC HEIGHT  -        299.137 (meters)      981.42  (feet) COMP
 DJ4703  MODELED GRAVITY -    980,510.4   (mgal)                       NAVD 88
 DJ4703
 DJ4703  VERT ORDER      -  SECOND    CLASS I
 DJ4703
 DJ4703.The horizontal coordinates were determined by differentially corrected
 DJ4703.hand held GPS observations or other comparable positioning techniques
 DJ4703.and have an estimated accuracy of +/- 3 meters.
 DJ4703
 DJ4703.The orthometric height was determined by differential leveling and
 DJ4703.adjusted by the WI DEPT OF TRANSP
 DJ4703.in May 2012.
 DJ4703
 DJ4703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4703.GEOID18 height accuracy estimate available here.
 DJ4703
 DJ4703.Click photographs - Photos may exist for this station.
 DJ4703
 DJ4703.The dynamic height is computed by dividing the NAVD 88
 DJ4703.geopotential number by the normal gravity value computed on the
 DJ4703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4703.degrees latitude (g = 980.6199 gals.).
 DJ4703
 DJ4703.The modeled gravity was interpolated from observed gravity values.
 DJ4703
 DJ4703;                    North         East    Units  Estimated Accuracy
 DJ4703;SPC WI C     -   104,589.7     485,367.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4703
 DJ4703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2280958059(NAD 83)
 DJ4703
 DJ4703                          SUPERSEDED SURVEY CONTROL
 DJ4703
 DJ4703  NAVD 88 (07/08/08)  299.154  (m)          981.47   (f) SUPERSEDED  2 1
 DJ4703
 DJ4703.Superseded values are not recommended for survey control.
 DJ4703
 DJ4703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4703.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4703
 DJ4703_MARKER: DD = SURVEY DISK
 DJ4703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4703_STAMPING: CEC 29
 DJ4703_MARK LOGO: WIDT
 DJ4703_PROJECTION: FLUSH
 DJ4703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4703+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DJ4703
 DJ4703  HISTORY     - Date     Condition        Report By
 DJ4703  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4703  HISTORY     - 20060802 GOOD             WIDT
 DJ4703  HISTORY     - 20111202 GOOD             WIDT
 DJ4703
 DJ4703                          STATION DESCRIPTION
 DJ4703
 DJ4703'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4703'TO REACH THE STATION THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH STATE
 DJ4703'HIGHWAY 93 (EXIT 68) JUST SOUTH OF THE CITY OF EAU CLAIRE, GO EAST ON
 DJ4703'INTERSTATE HIGHWAY 94 EAST FOR 0.5 MI (0.8 KM) TO THE STATION ON THE
 DJ4703'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4703'GPS GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DJ4703'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DJ4703'WITH THE HIGHWAY PAVEMENT.  THE STATION IS ABOUT 11 M (36.1 FT) SOUTH
 DJ4703'OF THE CENTERLINE OF EASTBOUND INTERSTATE HIGHWAY 94, 17.2 M (56.4 FT)
 DJ4703'WEST OF A WOOD POST FOR A BLUE --INTERSTATE HIGHWAY 94 EAST-- SIGN,
 DJ4703'2.2 M (7.2 FT) SOUTH OF A METAL GUARD RAIL, AND 0.3 M (1.0 FT) NORTH
 DJ4703'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4703'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4703'HORIZON EXCEPT FOR TREES TO THE SOUTH EXTENDING TO 30 DEGREES ABOVE
 DJ4703'THE HORIZON.
 DJ4703
 DJ4703                          STATION RECOVERY (2011)
 DJ4703
 DJ4703'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4703'RECOVERED AS DESCRIBED IN GOOD CONDITION. THE STATION IS LOCATED IN
 DJ4703'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.  NOTE
 DJ4703'THE PREVIOUSLY DESCRIBED WITNESS POST IS NO LONGER IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4841 ***********************************************************************
 DJ4841  DESIGNATION -  CEC 30
 DJ4841  PID         -  DJ4841
 DJ4841  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4841  COUNTRY     -  US
 DJ4841  USGS QUAD   -  EAU CLAIRE EAST (2018)
 DJ4841
 DJ4841                         *CURRENT SURVEY CONTROL
 DJ4841  ______________________________________________________________________
 DJ4841* NAD 83(1986) POSITION- 44 45 55.04   (N) 091 26 17.89   (W)   HD_HELD1
 DJ4841* NAVD 88 ORTHO HEIGHT -   302.263 (meters)      991.67  (feet) ADJUSTED
 DJ4841  ______________________________________________________________________
 DJ4841  GEOID HEIGHT    -        -31.002 (meters)                     GEOID18
 DJ4841  DYNAMIC HEIGHT  -        302.233 (meters)      991.58  (feet) COMP
 DJ4841  MODELED GRAVITY -    980,509.7   (mgal)                       NAVD 88
 DJ4841
 DJ4841  VERT ORDER      -  SECOND    CLASS I
 DJ4841
 DJ4841.The horizontal coordinates were determined by differentially corrected
 DJ4841.hand held GPS observations or other comparable positioning techniques
 DJ4841.and have an estimated accuracy of +/- 3 meters.
 DJ4841
 DJ4841.The orthometric height was determined by differential leveling and
 DJ4841.adjusted by the WI DEPT OF TRANSP
 DJ4841.in May 2012.
 DJ4841
 DJ4841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4841.GEOID18 height accuracy estimate available here.
 DJ4841
 DJ4841.Click photographs - Photos may exist for this station.
 DJ4841
 DJ4841.The dynamic height is computed by dividing the NAVD 88
 DJ4841.geopotential number by the normal gravity value computed on the
 DJ4841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4841.degrees latitude (g = 980.6199 gals.).
 DJ4841
 DJ4841.The modeled gravity was interpolated from observed gravity values.
 DJ4841
 DJ4841;                    North         East    Units  Estimated Accuracy
 DJ4841;SPC WI C     -   104,565.7     486,144.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4841
 DJ4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2358758063(NAD 83)
 DJ4841
 DJ4841                          SUPERSEDED SURVEY CONTROL
 DJ4841
 DJ4841  NAVD 88 (07/08/08)  302.250  (m)          991.63   (f) SUPERSEDED  2 1
 DJ4841
 DJ4841.Superseded values are not recommended for survey control.
 DJ4841
 DJ4841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4841.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4841
 DJ4841_MARKER: DD = SURVEY DISK
 DJ4841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4841_STAMPING: CEC 30
 DJ4841_MARK LOGO: WIDT
 DJ4841_PROJECTION: FLUSH
 DJ4841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4841+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DJ4841
 DJ4841  HISTORY     - Date     Condition        Report By
 DJ4841  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4841  HISTORY     - 20060802 GOOD             WIDT
 DJ4841  HISTORY     - 20111202 GOOD             WIDT
 DJ4841
 DJ4841                          STATION DESCRIPTION
 DJ4841
 DJ4841'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4841'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DJ4841'STATE HIGHWAY 93 (EXIT 68) JUST SOUTH OF THE CITY OF EAU CLAIRE, GO
 DJ4841'EAST ON INTERSTATE HIGHWAY 94 FOR 1.0 MI (1.6 KM) TO A LARGE GREEN
 DJ4841'METAL SIGN --ALTOONA EXIT 70 FOLLOW 53 NORTH-- AND THE STATION ON THE
 DJ4841'RIGHT.
 DJ4841'
 DJ4841'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS
 DJ4841'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DJ4841'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DJ4841'WITH THE HIGHWAY PAVEMENT.
 DJ4841'
 DJ4841'THE STATION IS ABOUT 15 M (49.2 FT) SOUTH OF THE CENTERLINE OF
 DJ4841'EASTBOUND INTERSTATE HIGHWAY 94, 4.0 M (13.1 FT) EAST-NORTHEAST OF THE
 DJ4841'NORTHERNMOST METAL POST OF THE LARGE GREEN METAL SIGN --ALTOONA EXIT
 DJ4841'70 FOLLOW 53 NORTH--, 0.9 M (3.0 FT) NORTH-NORTHWEST OF A WHITE
 DJ4841'PLASTIC WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A WHITE PLASTIC
 DJ4841'WITNESS POST. ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DJ4841'OBSERVATIONS. ---NOTE2---THE SOUTHERN EDGE OF THE CONCRETE MONUMENT
 DJ4841'WAS BROKEN PRIOR TO THE ESTABLISHMENT OBSERVATIONS.
 DJ4841
 DJ4841                          STATION RECOVERY (2011)
 DJ4841
 DJ4841'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4841'RECOVERED IN GOOD CONDITION. THE STATION IS LOCATED IN THE CENTER OF A
 DJ4841'TRIANGLE FORMED BY THREE WHITE PLASTIC T-POSTS.  NOTE THE PREVIOUSLY
 DJ4841'DESCRIBED WITNESS POSTS ARE NO LONGER IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4704 ***********************************************************************
 DJ4704  DESIGNATION -  CEC 31
 DJ4704  PID         -  DJ4704
 DJ4704  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4704  COUNTRY     -  US
 DJ4704  USGS QUAD   -  EAU CLAIRE EAST (2018)
 DJ4704
 DJ4704                         *CURRENT SURVEY CONTROL
 DJ4704  ______________________________________________________________________
 DJ4704* NAD 83(1986) POSITION- 44 45 41.41   (N) 091 24 55.54   (W)   HD_HELD1
 DJ4704* NAVD 88 ORTHO HEIGHT -   276.882 (meters)      908.40  (feet) ADJUSTED
 DJ4704  ______________________________________________________________________
 DJ4704  GEOID HEIGHT    -        -31.036 (meters)                     GEOID18
 DJ4704  DYNAMIC HEIGHT  -        276.853 (meters)      908.31  (feet) COMP
 DJ4704  MODELED GRAVITY -    980,507.7   (mgal)                       NAVD 88
 DJ4704
 DJ4704  VERT ORDER      -  SECOND    CLASS I
 DJ4704
 DJ4704.The horizontal coordinates were determined by differentially corrected
 DJ4704.hand held GPS observations or other comparable positioning techniques
 DJ4704.and have an estimated accuracy of +/- 3 meters.
 DJ4704
 DJ4704.The orthometric height was determined by differential leveling and
 DJ4704.adjusted by the WI DEPT OF TRANSP
 DJ4704.in May 2012.
 DJ4704
 DJ4704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4704.GEOID18 height accuracy estimate available here.
 DJ4704
 DJ4704.Click photographs - Photos may exist for this station.
 DJ4704
 DJ4704.The dynamic height is computed by dividing the NAVD 88
 DJ4704.geopotential number by the normal gravity value computed on the
 DJ4704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4704.degrees latitude (g = 980.6199 gals.).
 DJ4704
 DJ4704.The modeled gravity was interpolated from observed gravity values.
 DJ4704
 DJ4704;                    North         East    Units  Estimated Accuracy
 DJ4704;SPC WI C     -   104,113.2     487,948.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4704
 DJ4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2540557678(NAD 83)
 DJ4704
 DJ4704                          SUPERSEDED SURVEY CONTROL
 DJ4704
 DJ4704  NAVD 88 (07/08/08)  276.869  (m)          908.36   (f) SUPERSEDED  2 1
 DJ4704
 DJ4704.Superseded values are not recommended for survey control.
 DJ4704
 DJ4704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4704.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4704
 DJ4704_MARKER: DD = SURVEY DISK
 DJ4704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4704_STAMPING: CEC 31
 DJ4704_MARK LOGO: WIDT
 DJ4704_PROJECTION: FLUSH
 DJ4704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4704+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 DJ4704
 DJ4704  HISTORY     - Date     Condition        Report By
 DJ4704  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4704  HISTORY     - 20060731 GOOD             WIDT
 DJ4704  HISTORY     - 20111202 GOOD             WIDT
 DJ4704
 DJ4704                          STATION DESCRIPTION
 DJ4704
 DJ4704'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4704'TO REACH THE STATION THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH US
 DJ4704'HIGHWAY 53 (EXIT 70 - EXIT 84) ABOUT 2 MI (3.2 KM) SOUTHEAST OF THE
 DJ4704'CITY OF EAU CLAIRE, GO SOUTHEAST ON US HIGHWAY 53 FOR 0.3 MI (0.5 KM)
 DJ4704'TO OLD TOWN HALL ROAD ON THE RIGHT, CONTINUE SOUTHEAST ON US HIGHWAY
 DJ4704'53 FOR 0.2 MI (0.3 KM) TO THE STATE PATROL DISTRICT 6 HEADQUARTERS AND
 DJ4704'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DJ4704'OF TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DJ4704'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4704'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4704'16.9 M (55.4 FT) NORTHEAST OF THE CENTERLINE OF NORTHBOUND US HIGHWAY
 DJ4704'53, 18 M (59.1 FT) NORTHWEST OF A WOOD --DISTRICT HEADQUARTERS NO.6--
 DJ4704'SIGN, 11.7 M (38.4 FT) SOUTH OF A POWER POLE --8207RR8--, AND 0.3 M
 DJ4704'(1.0 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4704'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DJ4704'ABOVE THE HORIZON EXCEPT FOR POWER LINES TO THE EAST-NORTHEAST OF THE
 DJ4704'STATION EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
 DJ4704
 DJ4704                          STATION RECOVERY (2011)
 DJ4704
 DJ4704'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4662 ***********************************************************************
 DJ4662  DESIGNATION -  CEC 5
 DJ4662  PID         -  DJ4662
 DJ4662  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4662  COUNTRY     -  US
 DJ4662  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4662
 DJ4662                         *CURRENT SURVEY CONTROL
 DJ4662  ______________________________________________________________________
 DJ4662* NAD 83(2011) POSITION- 44 48 47.50628(N) 091 30 15.45525(W)   ADJUSTED
 DJ4662* NAD 83(2011) ELLIP HT-   207.889 (meters)        (06/27/12)   ADJUSTED
 DJ4662* NAD 83(2011) EPOCH   -  2010.00
 DJ4662* NAVD 88 ORTHO HEIGHT -   238.812 (meters)      783.50  (feet) ADJUSTED
 DJ4662  ______________________________________________________________________
 DJ4662  GEOID HEIGHT    -        -30.920 (meters)                     GEOID18
 DJ4662  NAD 83(2011) X  -   -118,983.724 (meters)                     COMP
 DJ4662  NAD 83(2011) Y  - -4,530,831.543 (meters)                     COMP
 DJ4662  NAD 83(2011) Z  -  4,472,791.843 (meters)                     COMP
 DJ4662  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 DJ4662  DYNAMIC HEIGHT  -        238.789 (meters)      783.43  (feet) COMP
 DJ4662  MODELED GRAVITY -    980,519.0   (mgal)                       NAVD 88
 DJ4662
 DJ4662  VERT ORDER      -  SECOND    CLASS I
 DJ4662
 DJ4662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4662  Standards:
 DJ4662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4662  -------------------------------------------------------------------
 DJ4662  NETWORK    0.33   0.31           0.15   0.12   0.16      0.00655863
 DJ4662  -------------------------------------------------------------------
 DJ4662  Click here for local accuracies and other accuracy information.
 DJ4662
 DJ4662.The horizontal coordinates were established by GPS observations
 DJ4662.and adjusted by the National Geodetic Survey in June 2012.
 DJ4662
 DJ4662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4662.been affixed to the stable North American tectonic plate. See 
 DJ4662.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4662
 DJ4662.The horizontal coordinates are valid at the epoch date displayed above
 DJ4662.which is a decimal equivalence of Year/Month/Day.
 DJ4662
 DJ4662.The orthometric height was determined by differential leveling and
 DJ4662.adjusted by the WI DEPT OF TRANSP
 DJ4662.in May 2012.
 DJ4662
 DJ4662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4662.GEOID18 height accuracy estimate available here.
 DJ4662
 DJ4662.Click photographs - Photos may exist for this station.
 DJ4662
 DJ4662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4662
 DJ4662.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4662
 DJ4662.The ellipsoidal height was determined by GPS observations
 DJ4662.and is referenced to NAD 83.
 DJ4662
 DJ4662.The dynamic height is computed by dividing the NAVD 88
 DJ4662.geopotential number by the normal gravity value computed on the
 DJ4662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4662.degrees latitude (g = 980.6199 gals.).
 DJ4662
 DJ4662.The modeled gravity was interpolated from observed gravity values.
 DJ4662
 DJ4662. The following values were computed from the NAD 83(2011) position.
 DJ4662
 DJ4662;                    North         East     Units Scale Factor Converg.
 DJ4662;SPC WI C     -   109,982.905   481,020.266   MT  0.99994131   -1 03 41.0
 DJ4662;SPC WI C     -   360,835.58  1,578,147.32   sFT  0.99994131   -1 03 41.0
 DJ4662;UTM  15      - 4,963,287.313   618,267.112   MT  0.99977200   +1 03 15.5
 DJ4662
 DJ4662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4662!SPC WI C     -   0.99996741  x   0.99994131  =   0.99990872
 DJ4662!UTM  15      -   0.99996741  x   0.99977200  =   0.99973941
 DJ4662
 DJ4662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1826763287(NAD 83)
 DJ4662
 DJ4662                          SUPERSEDED SURVEY CONTROL
 DJ4662
 DJ4662  ELLIP H (01/19/10)  207.919  (m)                       GP(       ) 3 1
 DJ4662  NAD 83(2007)-  44 48 47.50641(N)    091 30 15.45588(W) AD(2002.00) 1
 DJ4662  ELLIP H (07/29/08)  207.905  (m)                       GP(2002.00) 3 1
 DJ4662  NAVD 88             238.80   (m)          783.5    (f) LEVELING    3  
 DJ4662  NAVD 88 (07/08/08)  238.798  (m)          783.46   (f) SUPERSEDED  2 1
 DJ4662
 DJ4662.Superseded values are not recommended for survey control.
 DJ4662
 DJ4662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4662.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4662
 DJ4662_MARKER: DD = SURVEY DISK
 DJ4662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4662_STAMPING: CEC 5
 DJ4662_MARK LOGO: WIDT
 DJ4662_PROJECTION: FLUSH
 DJ4662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4662+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2010
 DJ4662
 DJ4662  HISTORY     - Date     Condition        Report By
 DJ4662  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4662  HISTORY     - 20061114 GOOD             WIDT
 DJ4662  HISTORY     - 20100828 GOOD             GEOCAC
 DJ4662  HISTORY     - 20111202 GOOD             WIDT
 DJ4662
 DJ4662                          STATION DESCRIPTION
 DJ4662
 DJ4662'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4662'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 (CLAIREMONT
 DJ4662'AVENUE) WITH COUNTY HIGHWAY E (CAMERON STREET) IN THE CITY OF EAU
 DJ4662'CLAIRE, GO EAST ON CAMERON STREET FOR 1.85 MI (3.0 KM) TO FOREST
 DJ4662'STREET, TURN RIGHT AND GO SOUTH ON FOREST STREET FOR 0.2 MI (0.3 KM)
 DJ4662'TO A DECORATIVE BRICK APRON, THE EAST END OF A FORMER RAILROAD BRIDGE
 DJ4662'OVER THE CHIPPEWA RIVER, AND THE STATION ON THE RIGHT.  THE STATION IS
 DJ4662'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS GEODETIC CONTROL
 DJ4662'MARKER DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE
 DJ4662'POST, LOCATED WITHIN A LANDSCAPED AREA.  THE STATION IS 19 M (62.3 FT)
 DJ4662'SOUTHWEST OF THE SOUTHERNMOST SET OF THREE FLAG POLES, 14 M (45.9 FT)
 DJ4662'SOUTH OF THE CENTER EXTENDED OF THE FORMER RAILROAD BRIDGE, 7.6 M
 DJ4662'(24.9 FT) SOUTH OF THE BASE OF A DECORATIVE LAMP POST SET ATOP A STONE
 DJ4662'PEDESTAL, 3.6 M (11.8 FT) WEST OF THE TRUNK OF A 2-INCH (5 CM)
 DJ4662'DIAMETER TREE, AND 3.2 M (10.5 FT) EAST OF THE SOUTH END OF A METAL
 DJ4662'GUARD RAIL.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4662'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR THE
 DJ4662'REFERENCED TREE TO THE EAST WHICH EXTENDS TO 40 DEGREES ABOVE THE
 DJ4662'HORIZON.  ---NOTE2---THE WESTERN EDGE OF THE CONCRETE MONUMENT WAS
 DJ4662'BROKEN PRIOR TO THE COORDINATE ESTABLISHMENT OBSERVATIONS.
 DJ4662
 DJ4662                          STATION RECOVERY (2010)
 DJ4662
 DJ4662'RECOVERY NOTE BY GEOCACHING 2010 (DMC)
 DJ4662'RECOVERED AS DESCRIBED
 DJ4662
 DJ4662                          STATION RECOVERY (2011)
 DJ4662
 DJ4662'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4662'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4663 ***********************************************************************
 DJ4663  DESIGNATION -  CEC 6
 DJ4663  PID         -  DJ4663
 DJ4663  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4663  COUNTRY     -  US
 DJ4663  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4663
 DJ4663                         *CURRENT SURVEY CONTROL
 DJ4663  ______________________________________________________________________
 DJ4663* NAD 83(1986) POSITION- 44 48 45.28   (N) 091 30 23.02   (W)   HD_HELD1
 DJ4663* NAVD 88 ORTHO HEIGHT -   238.799 (meters)      783.46  (feet) ADJUSTED
 DJ4663  ______________________________________________________________________
 DJ4663  GEOID HEIGHT    -        -30.917 (meters)                     GEOID18
 DJ4663  DYNAMIC HEIGHT  -        238.777 (meters)      783.39  (feet) COMP
 DJ4663  MODELED GRAVITY -    980,519.1   (mgal)                       NAVD 88
 DJ4663
 DJ4663  VERT ORDER      -  SECOND    CLASS I
 DJ4663
 DJ4663.The horizontal coordinates were determined by differentially corrected
 DJ4663.hand held GPS observations or other comparable positioning techniques
 DJ4663.and have an estimated accuracy of +/- 3 meters.
 DJ4663
 DJ4663.The orthometric height was determined by differential leveling and
 DJ4663.adjusted by the WI DEPT OF TRANSP
 DJ4663.in May 2012.
 DJ4663
 DJ4663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4663.GEOID18 height accuracy estimate available here.
 DJ4663
 DJ4663.Click photographs - Photos may exist for this station.
 DJ4663
 DJ4663.The dynamic height is computed by dividing the NAVD 88
 DJ4663.geopotential number by the normal gravity value computed on the
 DJ4663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4663.degrees latitude (g = 980.6199 gals.).
 DJ4663
 DJ4663.The modeled gravity was interpolated from observed gravity values.
 DJ4663
 DJ4663;                    North         East    Units  Estimated Accuracy
 DJ4663;SPC WI C     -   109,917.3     480,852.8     MT  (+/- 3 meters HH1 GPS) 
 DJ4663
 DJ4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1810263215(NAD 83)
 DJ4663
 DJ4663                          SUPERSEDED SURVEY CONTROL
 DJ4663
 DJ4663  NAVD 88 (07/08/08)  238.786  (m)          783.42   (f) SUPERSEDED  2 1
 DJ4663
 DJ4663.Superseded values are not recommended for survey control.
 DJ4663
 DJ4663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4663.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4663
 DJ4663_MARKER: DD = SURVEY DISK
 DJ4663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4663_STAMPING: CEC 6
 DJ4663_MARK LOGO: WIDT
 DJ4663_PROJECTION: FLUSH
 DJ4663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4663+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DJ4663
 DJ4663  HISTORY     - Date     Condition        Report By
 DJ4663  HISTORY     - 1994     MONUMENTED       WI1470
 DJ4663  HISTORY     - 20060807 GOOD             WIDT
 DJ4663  HISTORY     - 20111202 GOOD             WIDT
 DJ4663
 DJ4663                          STATION DESCRIPTION
 DJ4663
 DJ4663'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4663'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 (CLAIREMONT
 DJ4663'AVENUE) WITH COUNTY HIGHWAY E (CAMERON STREET) IN THE CITY OF EAU
 DJ4663'CLAIRE, GO EAST ON CAMERON STREET FOR 1.6 MI (2.6 KM) TO OXFORD
 DJ4663'AVENUE, TURN RIGHT AND GO SOUTH ON OXFORD AVENUE FOR 0.05 MI (0.1 KM)
 DJ4663'TO RANDALL STREET ON THE RIGHT AND FIRST AVENUE ON THE LEFT, TURN LEFT
 DJ4663'AND GO SOUTHEAST ON FIRST AVENUE FOR 0.2 MI (0.3 KM) TO THE STATION ON
 DJ4663'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4663'TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DJ4663'35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4663'RIGHT-OF-WAY ABOUT LEVEL WITH STREET PAVEMENT.  THE STATION IS 6.3 M
 DJ4663'(20.7 FT) NORTHEAST OF THE CENTERLINE OF FIRST AVENUE, 29 M (95.1 FT)
 DJ4663'NORTHWEST OF THE EXTENDED CENTER OF FULTON STREET, 24.7 M (81.0 FT)
 DJ4663'SOUTH-SOUTHEAST OF A METAL UTILITY JUNCTION BOX, 7 M (23.0 FT)
 DJ4663'SOUTHWEST OF THE CENTER OF A PAVED RECREATION TRAIL, AND 0.3 M (1.0
 DJ4663'FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DJ4663'IS NOT SUITABLE FOR GPS OBSERVATIONS.
 DJ4663
 DJ4663                          STATION RECOVERY (2011)
 DJ4663
 DJ4663'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4713 ***********************************************************************
 DJ4713  DESIGNATION -  CEC 7
 DJ4713  PID         -  DJ4713
 DJ4713  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4713  COUNTRY     -  US
 DJ4713  USGS QUAD   -  EAU CLAIRE WEST (2018)
 DJ4713
 DJ4713                         *CURRENT SURVEY CONTROL
 DJ4713  ______________________________________________________________________
 DJ4713* NAD 83(1986) POSITION- 44 48 42.38   (N) 091 31 36.31   (W)   HD_HELD1
 DJ4713* NAVD 88 ORTHO HEIGHT -   263.256 (meters)      863.70  (feet) ADJUSTED
 DJ4713  ______________________________________________________________________
 DJ4713  GEOID HEIGHT    -        -30.890 (meters)                     GEOID18
 DJ4713  DYNAMIC HEIGHT  -        263.232 (meters)      863.62  (feet) COMP
 DJ4713  MODELED GRAVITY -    980,518.5   (mgal)                       NAVD 88
 DJ4713
 DJ4713  VERT ORDER      -  SECOND    CLASS I
 DJ4713
 DJ4713.The horizontal coordinates were determined by differentially corrected
 DJ4713.hand held GPS observations or other comparable positioning techniques
 DJ4713.and have an estimated accuracy of +/- 3 meters.
 DJ4713
 DJ4713.The orthometric height was determined by differential leveling and
 DJ4713.adjusted by the WI DEPT OF TRANSP
 DJ4713.in May 2012.
 DJ4713
 DJ4713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4713.GEOID18 height accuracy estimate available here.
 DJ4713
 DJ4713.Click photographs - Photos may exist for this station.
 DJ4713
 DJ4713.The dynamic height is computed by dividing the NAVD 88
 DJ4713.geopotential number by the normal gravity value computed on the
 DJ4713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4713.degrees latitude (g = 980.6199 gals.).
 DJ4713
 DJ4713.The modeled gravity was interpolated from observed gravity values.
 DJ4713
 DJ4713;                    North         East    Units  Estimated Accuracy
 DJ4713;SPC WI C     -   109,857.9     479,241.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4713
 DJ4713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1649463096(NAD 83)
 DJ4713
 DJ4713                          SUPERSEDED SURVEY CONTROL
 DJ4713
 DJ4713  NAVD 88 (07/08/08)  263.243  (m)          863.66   (f) SUPERSEDED  2 1
 DJ4713
 DJ4713.Superseded values are not recommended for survey control.
 DJ4713
 DJ4713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4713.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4713
 DJ4713_MARKER: DD = SURVEY DISK
 DJ4713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4713_STAMPING: CEC 7
 DJ4713_MARK LOGO: WIDT
 DJ4713_PROJECTION: RECESSED
 DJ4713_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4713+STABILITY: SURFACE MOTION
 DJ4713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4713+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2011
 DJ4713
 DJ4713  HISTORY     - Date     Condition        Report By
 DJ4713  HISTORY     - 1994     MONUMENTED       WIDT
 DJ4713  HISTORY     - 20060807 GOOD             WIDT
 DJ4713  HISTORY     - 20111110 GOOD             WIDT
 DJ4713
 DJ4713                          STATION DESCRIPTION
 DJ4713
 DJ4713'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4713'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 (CLAIREMONT
 DJ4713'AVENUE) WITH COUNTY HIGHWAY E (CAMERON STREET) IN THE CITY OF EAU
 DJ4713'CLAIRE, GO EAST ON CAMERON STREET FOR 0.75 MI (1.2 KM) TO BUFFINGTON
 DJ4713'DRIVE ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST THEN WEST ON
 DJ4713'BUFFINGTON DRIVE TO THE MAINTENANCE GARAGE FOR THE LAKEVIEW CEMETERY
 DJ4713'ON THE RIGHT, CONTINUE WEST ON BUFFINGTON DRIVE ABOUT 50 M (164.0 FT)
 DJ4713'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DJ4713'DEPARTMENT OF TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN
 DJ4713'THE TOP OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, ABOUT LEVEL WITH
 DJ4713'THE STREET PAVEMENT.  THE STATION IS 11 M (36.1 FT) NORTH OF THE
 DJ4713'CENTER OF BUFFINGTON DRIVE, 19 M (62.3 FT) WEST OF THE EDGE OF THE
 DJ4713'PARKING LOT PAVEMENT, 8.5 M (27.9 FT) NORTHWEST OF A METAL POST FOR A
 DJ4713'--SPEED LIMIT 25-- SIGN, AND 0.3 M (1.0 FT) SOUTHEAST OF A METAL
 DJ4713'WITNESS POST AND A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DJ4713'IS OBSTRUCTED BY TREES TO THE SOUTH EXTENDING TO 40 DEGREES ABOVE THE
 DJ4713'HORIZON.
 DJ4713
 DJ4713                          STATION RECOVERY (2011)
 DJ4713
 DJ4713'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4713'NOTE - - WITNESS POSTS DO NOT REMAIN. STATION IS 1.5 FT SOUTHWEST OF A
 DJ4713'4X4 BIRDHOUSE POST WITH A WITNESS PLAQUE SET FACING WEST. TIES TO
 DJ4713'STEEL -  STOP  - SIGN POST AND PAVEMENT EDGES CHECK. NOTE 2 - -
 DJ4713'STATION IS 0.3 FT. BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0655 ***********************************************************************
 PN0655  DESIGNATION -  CECEL 27 USE
 PN0655  PID         -  PN0655
 PN0655  STATE/COUNTY-  WI/OUTAGAMIE
 PN0655  COUNTRY     -  US
 PN0655  USGS QUAD   -  KAUKAUNA (2018)
 PN0655
 PN0655                         *CURRENT SURVEY CONTROL
 PN0655  ______________________________________________________________________
 PN0655* NAD 83(1986) POSITION- 44 16 46.9    (N) 088 19 56.0    (W)   HD_HELD2
 PN0655* NAVD 88 ORTHO HEIGHT -   214.722 (meters)      704.47  (feet) ADJUSTED
 PN0655  ______________________________________________________________________
 PN0655  GEOID HEIGHT    -        -36.263 (meters)                     GEOID18
 PN0655  DYNAMIC HEIGHT  -        214.688 (meters)      704.36  (feet) COMP
 PN0655  MODELED GRAVITY -    980,452.2   (mgal)                       NAVD 88
 PN0655
 PN0655  VERT ORDER      -  FIRST     CLASS 0
 PN0655
 PN0655.The horizontal coordinates were established by autonomous hand held GPS
 PN0655.observations and have an estimated accuracy of +/- 10 meters.
 PN0655
 PN0655.The orthometric height was determined by differential leveling and
 PN0655.adjusted by the NATIONAL GEODETIC SURVEY
 PN0655.in June 1991.
 PN0655
 PN0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0655.GEOID18 height accuracy estimate available here.
 PN0655
 PN0655.Click photographs - Photos may exist for this station.
 PN0655
 PN0655.The dynamic height is computed by dividing the NAVD 88
 PN0655.geopotential number by the normal gravity value computed on the
 PN0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0655.degrees latitude (g = 980.6199 gals.).
 PN0655
 PN0655.The modeled gravity was interpolated from observed gravity values.
 PN0655
 PN0655;                    North         East    Units  Estimated Accuracy
 PN0655;SPC WI C     -    50,966.      733,126.      MT  (+/- 10 meters HH2 GPS)
 PN0655
 PN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9369303801(NAD 83)
 PN0655
 PN0655                          SUPERSEDED SURVEY CONTROL
 PN0655
 PN0655.No superseded survey control is available for this station.
 PN0655
 PN0655_MARKER: DB = BENCH MARK DISK
 PN0655_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0655_SP_SET: WALKWAY
 PN0655_STAMPING: CEC EL 27
 PN0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0655
 PN0655  HISTORY     - Date     Condition        Report By
 PN0655  HISTORY     - UNK      MONUMENTED       USACE
 PN0655  HISTORY     - 1974     GOOD             NOS
 PN0655  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PN0655  HISTORY     - 19991106 GOOD             USPSQD
 PN0655
 PN0655                          STATION DESCRIPTION
 PN0655
 PN0655'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0655'0.7 MI WEST FROM LITTLE CHUTE.
 PN0655'0.7 MILE WEST ALONG MAIN STREET (WISCONSIN HIGHWAY 96) FROM THE
 PN0655'INTERSECTION OF MAIN STREET (WISCONSIN HIGHWAY 96) AND MADISON ST.
 PN0655'AT LITTLE CHUTE TO GRAVEL ROAD LEADING SOUTH TO THE CEDARS LOCK, SET
 PN0655'IN THE CONCRETE WALKWAY NORTH OF THE DAM SPILLWAY, 52.4 FT. SOUTH OF
 PN0655'THE CENTER OF THE WINDLASS USED ON THE UPPER GATE, 9.3 FT. WEST OF
 PN0655'THE EAST FACE OF THE TOP STEP OF WALKWAY STAIRS, 7.0 FT. EAST OF MESH
 PN0655'WALK OVER SPILLWAY.
 PN0655
 PN0655                          STATION RECOVERY (1990)
 PN0655
 PN0655'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 PN0655'MARK NOT FOUND.
 PN0655
 PN0655                          STATION RECOVERY (1999)
 PN0655
 PN0655'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN6860 ***********************************************************************
 DN6860  HT_MOD      -  This is a Height Modernization Survey Station.
 DN6860  DESIGNATION -  CECIL GPS
 DN6860  PID         -  DN6860
 DN6860  STATE/COUNTY-  WI/OCONTO
 DN6860  COUNTRY     -  US
 DN6860  USGS QUAD   -  CECIL (2018)
 DN6860
 DN6860                         *CURRENT SURVEY CONTROL
 DN6860  ______________________________________________________________________
 DN6860* NAD 83(2011) POSITION- 44 51 20.86370(N) 088 27 05.52824(W)   ADJUSTED
 DN6860* NAD 83(2011) ELLIP HT-   215.601 (meters)        (04/14/17)   ADJUSTED
 DN6860* NAD 83(2011) EPOCH   -  2010.00
 DN6860* NAVD 88 ORTHO HEIGHT -   251.80  (meters)      826.1   (feet) GPS OBS
 DN6860  ______________________________________________________________________
 DN6860  GEOID HEIGHT    -        -36.195 (meters)                     GEOID18
 DN6860  NAD 83(2011) X  -    122,386.610 (meters)                     COMP
 DN6860  NAD 83(2011) Y  - -4,527,407.286 (meters)                     COMP
 DN6860  NAD 83(2011) Z  -  4,476,154.488 (meters)                     COMP
 DN6860  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 DN6860
 DN6860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6860  Standards:
 DN6860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6860  -------------------------------------------------------------------
 DN6860  NETWORK    0.56   0.73           0.26   0.19   0.37      0.02808008
 DN6860  -------------------------------------------------------------------
 DN6860  Click here for local accuracies and other accuracy information.
 DN6860
 DN6860.The horizontal coordinates were established by GPS observations
 DN6860.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DN6860
 DN6860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6860.been affixed to the stable North American tectonic plate. See 
 DN6860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6860
 DN6860.The horizontal coordinates are valid at the epoch date displayed above
 DN6860.which is a decimal equivalence of Year/Month/Day.
 DN6860
 DN6860.The orthometric height was determined by GPS observations and a
 DN6860.high-resolution geoid model using precise GPS observation and
 DN6860.processing techniques.
 DN6860
 DN6860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6860.GEOID18 height accuracy estimate available here.
 DN6860
 DN6860.Click photographs - Photos may exist for this station.
 DN6860
 DN6860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6860
 DN6860.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6860
 DN6860.The ellipsoidal height was determined by GPS observations
 DN6860.and is referenced to NAD 83.
 DN6860
 DN6860. The following values were computed from the NAD 83(2011) position.
 DN6860
 DN6860;                    North         East     Units Scale Factor Converg.
 DN6860;SPC WI C     -   114,781.431   722,382.712   MT  0.99994077   +1 05 33.2
 DN6860;SPC WI C     -   376,578.74  2,370,017.28   sFT  0.99994077   +1 05 33.2
 DN6860;UTM  16      - 4,967,956.101   385,310.105   MT  0.99976175   -1 01 26.1
 DN6860
 DN6860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6860!SPC WI C     -   0.99996620  x   0.99994077  =   0.99990697
 DN6860!UTM  16      -   0.99996620  x   0.99976175  =   0.99972796
 DN6860
 DN6860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8531067956(NAD 83)
 DN6860
 DN6860                          SUPERSEDED SURVEY CONTROL
 DN6860
 DN6860  NAD 83(2007)-  44 51 20.86388(N)    088 27 05.52897(W) AD(2002.00) 1
 DN6860  ELLIP H (04/03/12)  215.629  (m)                       GP(2002.00) 4 1
 DN6860  NAVD 88 (02/22/13)  251.81   (m)  GEOID12A model used  GPS OBS        
 DN6860
 DN6860.Superseded values are not recommended for survey control.
 DN6860
 DN6860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6860.See file dsdata.pdf to determine how the superseded data were derived.
 DN6860
 DN6860_MARKER: DD = SURVEY DISK
 DN6860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN6860_STAMPING: CECIL GPS 1993
 DN6860_MARK LOGO: WIDT
 DN6860_PROJECTION: FLUSH
 DN6860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN6860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN6860+STABILITY: SURFACE MOTION
 DN6860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6860+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DN6860
 DN6860  HISTORY     - Date     Condition        Report By
 DN6860  HISTORY     - 1993     MONUMENTED       WI-115
 DN6860  HISTORY     - 20081114 GOOD             WIDT
 DN6860  HISTORY     - 20150201 GOOD             WIDT
 DN6860
 DN6860                          STATION DESCRIPTION
 DN6860
 DN6860'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN6860'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 WITH COUNTY
 DN6860'HIGHWAYS H AND RIGHT IN THE VILLAGE OF CECIL, GO NORTH ON COUNTY
 DN6860'HIGHWAYS H AND RIGHT FOR 0.7 MI (1.1 KM) TO COUNTY HIGHWAY H LEFT.
 DN6860'CONTINUE NORTH ON COUNTY HIGHWAY RIGHT FOR 0.8 MI (1.3 KM) TO LILLY
 DN6860'POND ROAD RIGHT.  CONTINUE NORTH ON COUNTY HIGHWAY RIGHT FOR 1.2 MI
 DN6860'(1.9 KM) TO THE STATION ON THE LEFT.
 DN6860'
 DN6860'THE STATION IS A BRONZE WIS.  DEPARTMENT.  OF TRANSPORTATION GEODETIC
 DN6860'CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH) DIAMETER
 DN6860'ROUND CONCRETE POST, FLUSH WITH THE GROUND AND APPROXIMATELY 0.5 M
 DN6860'(1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 8.7 M (28.5
 DN6860'FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY RIGHT, APPROXIMATELY 113
 DN6860'M (370.7 FT) NORTH OF A FIELD ENTRANCE, 57.5 M (188.6 FT) SOUTHWEST OF
 DN6860'AN -OCONTO COUNTY- WOODEN SIGN POST, 20.5 M (67.3 FT) SOUTH OF A
 DN6860'-SHAWANO CO., COUNTY R- WOODEN SIGN POST, 1.0 M (3.3 FT) EAST OF A
 DN6860'WHITE PLASTIC WITNESS POST AND 1.0 M (3.3 FT) NORTH AND 1.0 M (3.3 FT)
 DN6860'SOUTH OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 DN6860'
 DN6860'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN6860'DEGREES ABOVE THE HORIZON.
 DN6860
 DN6860                          STATION RECOVERY (2015)
 DN6860
 DN6860'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DN6860'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0517 ***********************************************************************
 QN0517  DESIGNATION -  CEDAR
 QN0517  PID         -  QN0517
 QN0517  STATE/COUNTY-  WI/RUSK
 QN0517  COUNTRY     -  US
 QN0517  USGS QUAD   -  BIG FALLS DAM (2018)
 QN0517
 QN0517                         *CURRENT SURVEY CONTROL
 QN0517  ______________________________________________________________________
 QN0517* NAD 83(1991) POSITION- 45 34 01.91709(N) 090 53 18.28764(W)   ADJUSTED
 QN0517* NAVD 88 ORTHO HEIGHT -   432.    (meters)     1417.    (feet) SCALED
 QN0517  ______________________________________________________________________
 QN0517  GEOID HEIGHT    -        -30.313 (meters)                     GEOID18
 QN0517  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 QN0517  HORZ ORDER      -  FIRST
 QN0517
 QN0517.The horizontal coordinates were established by classical geodetic methods
 QN0517.and adjusted by the National Geodetic Survey in November 1991.
 QN0517
 QN0517.The orthometric height was scaled from a topographic map.
 QN0517
 QN0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0517.GEOID18 height accuracy estimate available here.
 QN0517
 QN0517.Click photographs - Photos may exist for this station.
 QN0517
 QN0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0517
 QN0517. The following values were computed from the NAD 83(1991) position.
 QN0517
 QN0517;                    North         East     Units Scale Factor Converg.
 QN0517;SPC WI C     -   193,053.610   530,646.437   MT  1.00001349   -0 37 36.6
 QN0517;SPC WI C     -   633,376.72  1,740,962.52   sFT  1.00001349   -0 37 36.6
 QN0517;UTM  15      - 5,048,130.817   664,774.475   MT  0.99993381   +1 30 29.4
 QN0517
 QN0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0517!SPC WI C     -   0.99993703  x   1.00001349  =   0.99995051
 QN0517!UTM  15      -   0.99993703  x   0.99993381  =   0.99987084
 QN0517
 QN0517:                Primary Azimuth Mark                     Grid Az
 QN0517:SPC WI C     -  CEDAR AZ MK                              093 01 59.6
 QN0517:UTM  15      -  CEDAR AZ MK                              090 53 53.6
 QN0517
 QN0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6477448130(NAD 83)
 QN0517
 QN0517|---------------------------------------------------------------------|
 QN0517| PID    Reference Object                     Distance      Geod. Az  |
 QN0517|                                                           dddmmss.s |
 QN0517| CJ4408 CEDAR AZ MK                                        0922423.0 |
 QN0517| QN0513 HAWKINS MUNICIPAL WATERSPHERE       APPROX.14.7 KM 1134319.0 |
 QN0517| CJ4409 CEDAR RM 1                           26.887 METERS 12541     |
 QN0517| QN0549 LADYSMITH MUNICIPAL TANK            APPROX.20.1 KM 2355052.3 |
 QN0517| QN0552 DAIRYLAND PWR CO FLAMBEAU MST       APPROX.14.7 KM 2365736.8 |
 QN0517| QN0551 LADYSMITH RADIO STA WLDY MAST       APPROX.21.5 KM 2383800.4 |
 QN0517| QN0516 SCOTT LOOKOUT TOWER                 APPROX. 8.6 KM 2453832.4 |
 QN0517|---------------------------------------------------------------------|
 QN0517
 QN0517                          SUPERSEDED SURVEY CONTROL
 QN0517
 QN0517  NAD 83(1986)-  45 34 01.91284(N)    090 53 18.28380(W) AD(       ) 1
 QN0517  NAD 27      -  45 34 02.02600(N)    090 53 17.76500(W) AD(       ) 1
 QN0517
 QN0517.Superseded values are not recommended for survey control.
 QN0517
 QN0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0517.See file dsdata.pdf to determine how the superseded data were derived.
 QN0517
 QN0517_MARKER: DS = TRIANGULATION STATION DISK
 QN0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0517_STAMPING: CEDAR 1952
 QN0517_MARK LOGO: CGS
 QN0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0517+STABILITY: SURFACE MOTION
 QN0517
 QN0517  HISTORY     - Date     Condition        Report By
 QN0517  HISTORY     - 1952     MONUMENTED       CGS
 QN0517
 QN0517                          STATION DESCRIPTION
 QN0517
 QN0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0517'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF INGRAM
 QN0517'AND 5 MILES NORTH OF GLEN FLORA.
 QN0517'
 QN0517'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K
 QN0517'AND U.S. HIGHWAY 8 IN GLEN FLORA, GO NORTH ON COUNTY HIGHWAY
 QN0517'K FOR 5.3 MILES TO A CROSSROADS, (*) TURN LEFT, WEST AND GO
 QN0517'ON TRACK ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 QN0517'DESCRIBED BELOW.
 QN0517'
 QN0517'THE STATION MARK IS STAMPED CEDAR 1952.  IT IS A STANDARD DISK
 QN0517'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 QN0517'IT IS 30 FEET NORTH OF CENTERLINE OF A TRACK ROAD AND 4 FEET
 QN0517'EAST OF A WITNESS POST.
 QN0517'
 QN0517'REFERENCE MARK NO. 1 IS STAMPED CEDAR NO 1 1952.  IT IS A
 QN0517'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 QN0517'6 INCHES.  IT IS 19 FEET SOUTH OF CENTERLINE OF A TRACK ROAD.
 QN0517'
 QN0517'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED CEDAR RAPIDS
 QN0517'TOWER 1941 L WAS USED FOR THE SECOND REFERENCE MARK.  IT IS
 QN0517'SET FLUSH IN A 6 X 6 INCH SQUARE CONCRETE POST THAT IS 75
 QN0517'FEET NORTH OF CENTERLINE OF A TRACK ROAD.
 QN0517'
 QN0517'THE AZIMUTH MARK IS STAMPED CEDAR 1952.  IT IS A STANDARD DISK
 QN0517'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 QN0517'IT IS 20 FEET SOUTH OF CENTERLINE OF COUNTY HIGHWAY K AND
 QN0517'2 FEET SOUTHWEST OF A WITNESS POST.
 QN0517'
 QN0517'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON
 QN0517'COUNTY HIGHWAY K FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 QN0517'RIGHT AS DESCRIBED.
 QN0517'
 QN0517'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0475 ***********************************************************************
 OL0475  DESIGNATION -  CEDAR 2
 OL0475  PID         -  OL0475
 OL0475  STATE/COUNTY-  WI/SHEBOYGAN
 OL0475  COUNTRY     -  US
 OL0475  USGS QUAD   -  CEDAR GROVE (2018)
 OL0475
 OL0475                         *CURRENT SURVEY CONTROL
 OL0475  ______________________________________________________________________
 OL0475* NAD 83(1991) POSITION- 43 32 35.45541(N) 087 49 31.75886(W)   NO CHECK
 OL0475* NAVD 88 ORTHO HEIGHT -   227.    (meters)      745.    (feet) SCALED
 OL0475  ______________________________________________________________________
 OL0475  GEOID HEIGHT    -        -35.474 (meters)                     GEOID18
 OL0475  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 OL0475  HORZ ORDER      -  THIRD
 OL0475
 OL0475.The horizontal coordinates were established by classical geodetic methods
 OL0475.and adjusted by the National Geodetic Survey in November 1991.
 OL0475
 OL0475.No horizontal observational check was made to the station.
 OL0475
 OL0475.The orthometric height was scaled from a topographic map.
 OL0475
 OL0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0475.GEOID18 height accuracy estimate available here.
 OL0475
 OL0475.Click photographs - Photos may exist for this station.
 OL0475
 OL0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0475
 OL0475. The following values were computed from the NAD 83(1991) position.
 OL0475
 OL0475;                    North         East     Units Scale Factor Converg.
 OL0475;SPC WI S     -   173,724.438   775,710.642   MT  0.99993561   +1 29 38.8
 OL0475;SPC WI S     -   569,960.93  2,544,977.33   sFT  0.99993561   +1 29 38.8
 OL0475;UTM  16      - 4,821,468.079   433,311.390   MT  0.99965470   -0 34 07.3
 OL0475
 OL0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0475!SPC WI S     -   0.99996997  x   0.99993561  =   0.99990559
 OL0475!UTM  16      -   0.99996997  x   0.99965470  =   0.99962468
 OL0475
 OL0475:                Primary Azimuth Mark                     Grid Az
 OL0475:SPC WI S     -  CEDAR 2 AZ RM 6                          265 16 51.9
 OL0475:UTM  16      -  CEDAR 2 AZ RM 6                          267 20 38.0
 OL0475
 OL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3331121468(NAD 83)
 OL0475
 OL0475|---------------------------------------------------------------------|
 OL0475| PID    Reference Object                     Distance      Geod. Az  |
 OL0475|                                                           dddmmss.s |
 OL0475| CI8350 CEDAR 2 RM 4                          6.132 METERS 08755     |
 OL0475| OL0471 CEDAR                                 7.359 METERS 14013     |
 OL0475| OL0437 LAKE CHURCH ST MARYS CATH CH        APPROX. 4.9 KM 1752510.6 |
 OL0475| OL0167 CEDAR 2 AZ RM 6                                    2664630.7 |
 OL0475| CI8351 CEDAR 2 RM 5                          6.776 METERS 27124     |
 OL0475|---------------------------------------------------------------------|
 OL0475
 OL0475                          SUPERSEDED SURVEY CONTROL
 OL0475
 OL0475  NAD 83(1986)-  43 32 35.44255(N)    087 49 31.76435(W) AD(       ) 3
 OL0475  NAD 27      -  43 32 35.45024(N)    087 49 31.44175(W) AD(       ) 3
 OL0475
 OL0475.Superseded values are not recommended for survey control.
 OL0475
 OL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0475.See file dsdata.pdf to determine how the superseded data were derived.
 OL0475
 OL0475_MARKER: DH = HORIZONTAL CONTROL DISK
 OL0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0475_STAMPING: CEDAR 2 1974
 OL0475_MARK LOGO: NGS
 OL0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0475+STABILITY: SURFACE MOTION
 OL0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0475+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 OL0475
 OL0475  HISTORY     - Date     Condition        Report By
 OL0475  HISTORY     - 1974     MONUMENTED       NGS
 OL0475  HISTORY     - 20031204 GOOD             USPSQD
 OL0475  HISTORY     - 20060513 GOOD             USPSQD
 OL0475
 OL0475                          STATION DESCRIPTION
 OL0475
 OL0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OL0475'THE STATION IS LOCATED ABOUT LOCATED ABOUT 1 MILE SOUTH OF CEDAR
 OL0475'GROVE, ON THE NORTH RIGHT-OF-WAY OF COUNTY HIGHWAY K, 49 FEET NORTH
 OL0475'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A METAL WITNESS
 OL0475'POST AND ABOUT 50 FEET EAST OF THE CREST OF THE HILL.  THE MONUMENT
 OL0475'PROJECTS 2 INCHES AND THE DISK IS STAMPED CEDAR 2 1974.
 OL0475'
 OL0475'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 141 AND
 OL0475'COUNTY HIGHWAY K (ABOUT 1 MILE SOUTH OF CEDAR GROVE), GO WEST ON
 OL0475'HIGHWAY K FOR 0.25 MILE TO TOP OF GRADE AND THE STATION ON THE
 OL0475'RIGHT.
 OL0475'
 OL0475'TO REACH REFERENCE MARK 6 FROM THE STATION, GO WEST ON HIGHWAY K
 OL0475'FOR 0.25 MILE TO THE MARK ON THE LEFT AT CROSSROAD.
 OL0475'
 OL0475'REFERENCE MARK 4 IS 49 FEET NORTH OF THE CENTERLINE OF HIGHWAY AND
 OL0475'1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 OL0475'AND THE DISK IS STAMPED CEDAR 2 NO 4 1974.
 OL0475'
 OL0475'REFERENCE MARK 5 IS 49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 OL0475'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 OL0475'2 INCHES AND THE DISK IS STAMPED CEDAR 2 NO 5 1974.
 OL0475'
 OL0475'REFERENCE MARK 6 IS 3 FEET EAST OF THE EXTENDED CENTERLINE OF
 OL0475'TER MAST RD., 24 FEET EAST OF THE CENTERLINE OF HILLY LANE,
 OL0475'33 FEET SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY K AND 1 FOOT
 OL0475'NORTHWEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4
 OL0475'INCHES AND THE DISK IS STAMPED CEDAR 2 AZ NO 6 1974.
 OL0475'
 OL0475'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OL0475
 OL0475                          STATION RECOVERY (2003)
 OL0475
 OL0475'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0475'THE STATION AND REFERENCE MARKS 4, 5, AND 6 WERE RECOVERED IN GOOD
 OL0475'CONDITION.  THE STATION IS 1 FOOT SOUTH OF A WHITE METAL WITNESS POST
 OL0475'AND FLUSH WITH THE GROUND.  REFERENCE MARK 4 IS 1 FOOT SOUTHEAST OF AN
 OL0475'ORANGE METAL POST AND FLUSH WITH THE GROUND. REFERENCE MARK 5 IS 1
 OL0475'FOOT SOUTH OF A WHITE METAL WITNESS POST AND FLUSH WITH THE GROUND.
 OL0475'THE AZIMUTH MARK IS ALSO 33 FEET NORTHEAST OF A --STOP-- SIGN AND 2.2
 OL0475'FEET WEST OF A WHITE PLASTIC WITNESS POST.
 OL0475'NOTE--  HIGHWAY 141 IS NOW NAMED COUNTY HIGHWAY LL.
 OL0475
 OL0475                          STATION RECOVERY (2006)
 OL0475
 OL0475'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0475'THE STATION AND REFERENCE MARKS 4, 5, AND 6 WERE RECOVERED AS
 OL0475'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7156 ***********************************************************************
 DN7156  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7156  DESIGNATION -  CEDAR RAPIDS GPS
 DN7156  PID         -  DN7156
 DN7156  STATE/COUNTY-  WI/RUSK
 DN7156  COUNTRY     -  US
 DN7156  USGS QUAD   -  INGRAM (2018)
 DN7156
 DN7156                         *CURRENT SURVEY CONTROL
 DN7156  ______________________________________________________________________
 DN7156* NAD 83(2011) POSITION- 45 33 53.91408(N) 090 50 38.62506(W)   ADJUSTED
 DN7156* NAD 83(2011) ELLIP HT-   389.952 (meters)        (04/15/13)   ADJUSTED
 DN7156* NAD 83(2011) EPOCH   -  2010.00
 DN7156* NAVD 88 ORTHO HEIGHT -   420.31  (meters)     1379.0   (feet) GPS OBS
 DN7156  ______________________________________________________________________
 DN7156  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7156  GEOID HEIGHT    -        -30.348 (meters)                     GEOID12A
 DN7156  GEOID HEIGHT    -        -30.355 (meters)                     GEOID18
 DN7156  NAD 83(2011) X  -    -65,896.008 (meters)                     COMP
 DN7156  NAD 83(2011) Y  - -4,472,761.132 (meters)                     COMP
 DN7156  NAD 83(2011) Z  -  4,531,806.406 (meters)                     COMP
 DN7156  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 DN7156
 DN7156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7156  Standards:
 DN7156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7156  -------------------------------------------------------------------
 DN7156  NETWORK    0.48   0.88           0.22   0.16   0.45      0.02010345
 DN7156  -------------------------------------------------------------------
 DN7156  Click here for local accuracies and other accuracy information.
 DN7156
 DN7156.The horizontal coordinates were established by GPS observations
 DN7156.and adjusted by the National Geodetic Survey in April 2013.
 DN7156
 DN7156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7156.been affixed to the stable North American tectonic plate. See 
 DN7156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7156
 DN7156.The horizontal coordinates are valid at the epoch date displayed above
 DN7156.which is a decimal equivalence of Year/Month/Day.
 DN7156
 DN7156.The orthometric height was determined by GPS observations and a
 DN7156.high-resolution geoid model using precise GPS observation and
 DN7156.processing techniques.
 DN7156
 DN7156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7156.GEOID18 height accuracy estimate available here.
 DN7156
 DN7156.Click photographs - Photos may exist for this station.
 DN7156
 DN7156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7156
 DN7156.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7156
 DN7156.The ellipsoidal height was determined by GPS observations
 DN7156.and is referenced to NAD 83.
 DN7156
 DN7156. The following values were computed from the NAD 83(2011) position.
 DN7156
 DN7156;                    North         East     Units Scale Factor Converg.
 DN7156;SPC WI C     -   192,769.610   534,105.959   MT  1.00001302   -0 35 44.0
 DN7156;SPC WI C     -   632,444.96  1,752,312.63   sFT  1.00001302   -0 35 44.0
 DN7156;UTM  15      - 5,047,975.917   668,241.924   MT  0.99994801   +1 32 23.3
 DN7156
 DN7156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7156!SPC WI C     -   0.99993887  x   1.00001302  =   0.99995189
 DN7156!UTM  15      -   0.99993887  x   0.99994801  =   0.99988688
 DN7156
 DN7156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6824147975(NAD 83)
 DN7156
 DN7156                          SUPERSEDED SURVEY CONTROL
 DN7156
 DN7156  NAD 83(2007)-  45 33 53.91416(N)    090 50 38.62568(W) AD(2002.00) 1
 DN7156  ELLIP H (04/06/12)  389.980  (m)                       GP(2002.00) 1 1
 DN7156
 DN7156.Superseded values are not recommended for survey control.
 DN7156
 DN7156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7156.See file dsdata.pdf to determine how the superseded data were derived.
 DN7156
 DN7156_MARKER: DD = SURVEY DISK
 DN7156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7156_STAMPING: CEDAR RAPIDS GPS 2006
 DN7156_MARK LOGO: WIDT
 DN7156_PROJECTION: FLUSH
 DN7156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7156+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2010
 DN7156
 DN7156  HISTORY     - Date     Condition        Report By
 DN7156  HISTORY     - 2005     MONUMENTED       WIDT
 DN7156  HISTORY     - 20100622 GOOD             WIDT
 DN7156
 DN7156                          STATION DESCRIPTION
 DN7156
 DN7156'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7156'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DN7156'HIGHWAY 73 SOUTH, APPROXIMATELY 0.5 MI (0.8 KM) NORTH OF THE VILLAGE
 DN7156'OF INGRAM, GO WEST ON US HIGHWAY 8 FOR 0.5 MI (0.8 KM) TO BISSON ROAD
 DN7156'LEFT AND COUNTY HIGHWAY B RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY
 DN7156'HIGHWAY B FOR 3.7 MI (6.0 KM) TO COUNTY HIGHWAY B CURVING LEFT AND CUT
 DN7156'OFF ROAD RIGHT, CURVE LEFT AND GO WEST ON COUNTY HIGHWAY B FOR 0.9 MI
 DN7156'(1.4 KM) TO SOUTH BERGSETH LANE LEFT.  TURN LEFT AND GO SOUTH ON SOUTH
 DN7156'BERGSETH LANE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DN7156'
 DN7156'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7156'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7156'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7156'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7156'4.8 M (15.7 FT) EAST OF THE CENTERLINE OF SOUTH BERGSETH LANE,
 DN7156'APPROXIMATELY 175 M (574.1 FT) SOUTH OF A STOP SIGN, 1.8 M (5.9 FT)
 DN7156'WEST OF A CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4
 DN7156'PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7156'
 DN7156'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7156'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0518 ***********************************************************************
 QN0518  DESIGNATION -  CEDAR RAPIDS TOWER L
 QN0518  PID         -  QN0518
 QN0518  STATE/COUNTY-  WI/RUSK
 QN0518  COUNTRY     -  US
 QN0518  USGS QUAD   -  BIG FALLS DAM (2018)
 QN0518
 QN0518                         *CURRENT SURVEY CONTROL
 QN0518  ______________________________________________________________________
 QN0518* NAD 83(1991) POSITION- 45 34 02.45083(N) 090 53 18.37506(W)   ADJUSTED
 QN0518* NAVD 88 ORTHO HEIGHT -   432.    (meters)     1417.    (feet) SCALED
 QN0518  ______________________________________________________________________
 QN0518  GEOID HEIGHT    -        -30.313 (meters)                     GEOID18
 QN0518  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 QN0518  HORZ ORDER      -  THIRD
 QN0518
 QN0518.The horizontal coordinates were established by classical geodetic methods
 QN0518.and adjusted by the National Geodetic Survey in November 1991.
 QN0518
 QN0518.The orthometric height was scaled from a topographic map.
 QN0518
 QN0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0518.GEOID18 height accuracy estimate available here.
 QN0518
 QN0518.Click photographs - Photos may exist for this station.
 QN0518
 QN0518.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0518
 QN0518. The following values were computed from the NAD 83(1991) position.
 QN0518
 QN0518;                    North         East     Units Scale Factor Converg.
 QN0518;SPC WI C     -   193,070.108   530,644.722   MT  1.00001352   -0 37 36.7
 QN0518;SPC WI C     -   633,430.85  1,740,956.89   sFT  1.00001352   -0 37 36.7
 QN0518;UTM  15      - 5,048,147.238   664,772.146   MT  0.99993381   +1 30 29.3
 QN0518
 QN0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0518!SPC WI C     -   0.99993703  x   1.00001352  =   0.99995054
 QN0518!UTM  15      -   0.99993703  x   0.99993381  =   0.99987084
 QN0518
 QN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6477248147(NAD 83)
 QN0518
 QN0518                          SUPERSEDED SURVEY CONTROL
 QN0518
 QN0518  NAD 83(1986)-  45 34 02.44658(N)    090 53 18.37122(W) AD(       ) 3
 QN0518  NAD 27      -  45 34 02.56000(N)    090 53 17.85200(W) AD(       ) 3
 QN0518
 QN0518.Superseded values are not recommended for survey control.
 QN0518
 QN0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0518.See file dsdata.pdf to determine how the superseded data were derived.
 QN0518
 QN0518_MARKER: DB = BENCH MARK DISK
 QN0518_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QN0518_STAMPING: CEDAR RAPIDS TOWER 1941 L
 QN0518_MARK LOGO: USGS
 QN0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QN0518
 QN0518  HISTORY     - Date     Condition        Report By
 QN0518  HISTORY     - 1941     MONUMENTED       USGS
 QN0518  HISTORY     - 1952     GOOD             USGS
 QN0518
 QN0518                          STATION DESCRIPTION
 QN0518
 QN0518'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 QN0518'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF INGRAM
 QN0518'AND 5 MILES NORTH OF GLEN FLORA.
 QN0518'
 QN0518'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY K
 QN0518'AND U.S. HIGHWAY 8 IN GLEN FLORA, GO NORTH ON COUNTY HIGHWAY
 QN0518'K FOR 5.3 MILES TO A CROSSROADS, TURN LEFT, WEST ON TRACK ROAD
 QN0518'FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 QN0518'
 QN0518'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 QN0518'CEDAR RAPIDS TOWER 1941 L.  IT IS SET FLUSH IN A 6 X 6 INCH
 QN0518'CONCRETE POST AND IS 75 FEET NORTH OF THE CENTERLINE OF A
 QN0518'TRACK ROAD.
 QN0518'
 QN0518'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 QN0518'STATION CEDAR AND THE DISTANCE WAS FOUND TO BE 54.42 FEET OR
 QN0518'16.587 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0723 ***********************************************************************
 OM0723  DESIGNATION -  CEDARBURG
 OM0723  PID         -  OM0723
 OM0723  STATE/COUNTY-  WI/OZAUKEE
 OM0723  COUNTRY     -  US
 OM0723  USGS QUAD   -  FIVE CORNERS (2018)
 OM0723
 OM0723                         *CURRENT SURVEY CONTROL
 OM0723  ______________________________________________________________________
 OM0723* NAD 83(1991) POSITION- 43 18 28.60434(N) 088 00 22.21068(W)   ADJUSTED
 OM0723* NAVD 88 ORTHO HEIGHT -   292.    (meters)      958.    (feet) SCALED
 OM0723  ______________________________________________________________________
 OM0723  GEOID HEIGHT    -        -35.094 (meters)                     GEOID18
 OM0723  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 OM0723  HORZ ORDER      -  THIRD
 OM0723
 OM0723.The horizontal coordinates were established by classical geodetic methods
 OM0723.and adjusted by the National Geodetic Survey in November 1991.
 OM0723
 OM0723.The orthometric height was scaled from a topographic map.
 OM0723
 OM0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0723.GEOID18 height accuracy estimate available here.
 OM0723
 OM0723.Click photographs - Photos may exist for this station.
 OM0723
 OM0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0723
 OM0723. The following values were computed from the NAD 83(1991) position.
 OM0723
 OM0723;                    North         East     Units Scale Factor Converg.
 OM0723;SPC WI S     -   147,233.732   761,738.478   MT  0.99993387   +1 22 11.9
 OM0723;SPC WI S     -   483,049.34  2,499,136.99   sFT  0.99993387   +1 22 11.9
 OM0723;UTM  16      - 4,795,504.044   418,399.266   MT  0.99968191   -0 41 24.7
 OM0723
 OM0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0723!SPC WI S     -   0.99995972  x   0.99993387  =   0.99989360
 OM0723!UTM  16      -   0.99995972  x   0.99968191  =   0.99964165
 OM0723
 OM0723:                Primary Azimuth Mark                     Grid Az
 OM0723:SPC WI S     -  CEDARBURG AZ MK                          036 36 59.0
 OM0723:UTM  16      -  CEDARBURG AZ MK                          038 40 35.6
 OM0723
 OM0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1839995504(NAD 83)
 OM0723
 OM0723|---------------------------------------------------------------------|
 OM0723| PID    Reference Object                     Distance      Geod. Az  |
 OM0723|                                                           dddmmss.s |
 OM0723| CI8354 CEDARBURG RM 1                       13.825 METERS 01239     |
 OM0723| CI8353 CEDARBURG AZ MK                                    0375910.9 |
 OM0723| OL0441 GRAFTON MUNICIPAL TANK              APPROX. 4.5 KM 0682012.8 |
 OM0723| OL0444 CEDARBURG MUNICIPAL TANK            APPROX. 1.8 KM 1135856.1 |
 OM0723| OL0443 CEDARBURG TRINITY LUTH CH           APPROX. 2.1 KM 1274741.8 |
 OM0723| OL0447 CEDARBURG IMMAN EVAN LUTH CH        APPROX. 2.2 KM 1335441.0 |
 OM0723| OL0445 CEDARBURG ST F BORGIA CATH CH       APPROX. 2.4 KM 1363406.4 |
 OM0723| OM0727 CEDARBURG RAD STA KSD 96 MAST       APPROX. 1.8 KM 2295804.0 |
 OM0723| CI8355 CEDARBURG RM 2                        8.272 METERS 25142     |
 OM0723|---------------------------------------------------------------------|
 OM0723
 OM0723                          SUPERSEDED SURVEY CONTROL
 OM0723
 OM0723  NAD 83(1986)-  43 18 28.59369(N)    088 00 22.21896(W) AD(       ) 3
 OM0723  NAD 27      -  43 18 28.58100(N)    088 00 21.88800(W) AD(       ) 3
 OM0723
 OM0723.Superseded values are not recommended for survey control.
 OM0723
 OM0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0723.See file dsdata.pdf to determine how the superseded data were derived.
 OM0723
 OM0723_MARKER: DS = TRIANGULATION STATION DISK
 OM0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0723_STAMPING: CEDARBURG 1953
 OM0723_MARK LOGO: CGS
 OM0723_PROJECTION: FLUSH
 OM0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0723+STABILITY: SURFACE MOTION
 OM0723
 OM0723  HISTORY     - Date     Condition        Report By
 OM0723  HISTORY     - 1953     MONUMENTED       CGS
 OM0723  HISTORY     - 1960     GOOD             CGS
 OM0723  HISTORY     - 1970     GOOD             WIDT
 OM0723  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 OM0723
 OM0723                          STATION DESCRIPTION
 OM0723
 OM0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0723'THE STATION IS LOCATED ABOUT 3 MILES WEST OF GRAFTON, 1 MILE
 OM0723'NORTHWEST OF CEDARBURG AND ON THE PROPERTY OWNED BY MR. R.
 OM0723'MILLER.  IT IS 43 FEET SOUTHEAST OF A FENCE CORNER, 27 FEET
 OM0723'SOUTH OF THE CENTER OF A GRAVEL ROAD AND 7 FEET NORTH OF A
 OM0723'ROCK FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CEDARBURG
 OM0723'1953.
 OM0723'
 OM0723'REFERENCE MARK NO. 1 IS 17 FEET NORTH OF THE CENTER OF A GRAVEL
 OM0723'ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 OM0723'ABOUT 6 INCHES AND THE DISK IS STAMPED CEDARBURG NO 1 1953.
 OM0723'
 OM0723'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF A GRAVEL ROAD AND
 OM0723'3 FEET SOUTH OF A ROCK FENCE.  THE MARK PROJECTS ABOUT 2
 OM0723'INCHES AND THE DISK IS STAMPED CEDARBURG NO 2 1953.
 OM0723'
 OM0723'AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF COUNTY HIGHWAY
 OM0723'N, 7 FEET EAST OF A FENCE LINE AND 1 FOOT NORTHWEST OF A WHITE
 OM0723'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 OM0723'IS STAMPED CEDARBURG 1953.
 OM0723'
 OM0723'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM0723'143 AND 57 IN CEDARBURG, GO NORTH ON HIGHWAY 143 FOR 0.3
 OM0723'MILE TO BRIDGE STREET, TURN LEFT ON BRIDGE STREET AND GO 0.8
 OM0723'MILE TO A CROSSROAD, COUNTY HIGHWAY N, TURN RIGHT AND GO
 OM0723'NORTH ON HIGHWAY N FOR 0.5 MILE TO A T-ROAD LEFT (*), TURN
 OM0723'LEFT AND GO 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 OM0723'
 OM0723'(*)TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTH ON
 OM0723'HIGHWAY N FOR 0.25 MILE TO AZIMUTH MARK ON THE RIGHT AS
 OM0723'DESCRIBED.
 OM0723'
 OM0723'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0723
 OM0723                          STATION RECOVERY (1960)
 OM0723
 OM0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 OM0723'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 OM0723'DESCRIBED.
 OM0723'
 OM0723'ABOUT 0.3 MILE N ALONG WASHINGTON AVENUE AND NO. 143 WISCONSIN
 OM0723'HWY. FROM ITS JUNCTION WITH COLUMBIA AVENUE AND NO. 57 U.S.
 OM0723'HWY. AT THE MAIN BUSINESS CORNER IN CEDARBURG, THENCE 0.8
 OM0723'MILE W ON BRIDGE STREET, THENCE 0.5 MILE N ON NO. N COUNTY
 OM0723'ROAD OR WAUWATOSA ROAD TO TOP OF HILL AND STATION ON LEFT,
 OM0723'ABOUT 144 YARDS W OF CENTER LINE OF N ROAD, 25 FEET S OF
 OM0723'CENTER LINE OF PRESENT (RELOCATION CURRENTLY CONSIDERED)
 OM0723'GRAVEL ROAD, 7.2 FEET HIGHER THAN SAME, ABOUT 35 YARDS W OF
 OM0723'THE HIGHEST POINT OF THE HILL, 5 FEET E OF PROJECTED LINE OF
 OM0723'FENCE FROM THE N, STANDARD DISKS STAMPED CEDARBURG 1953
 OM0723'ARE SET IN 1A AND 7A MARKS WITH THE UPPER MARK PROJECTING
 OM0723'0.1 FOOT ABOVE GROUND.
 OM0723'
 OM0723'REFERENCE STAMPED CEDARBURG NO 1 1953, NOTE 11A, PROJECTS
 OM0723'0.4 FOOT, IS 45.28 FEET OR 13.801 METERS N IN AZIMUTH 192 DEG
 OM0723'39 MIN FROM STATION, 19 FEET E OF FENCE T-INTERSECTION, 19
 OM0723'FEET N OF CENTER LINE OF ROAD, AND 1.2 FEET HIGHER THAN
 OM0723'SAME.
 OM0723'
 OM0723'REFERENCE STAMPED CEDARBURG NO 2 1953, NOTE 11A, PROJECTS
 OM0723'0.1 FOOT, IS 27.11 FEET OR 8.263 METERS WSW IN AZIMUTH 71
 OM0723'DEG 41 MIN FROM STATION, AND 32 FEET S OF CENTER LINE OF
 OM0723'ROAD.
 OM0723'
 OM0723'AZIMUTH MARK STAMPED CEDARBURG 1953, NOTE 16A, PROJECTS 0.4
 OM0723'FOOT, IS ABOUT 0.15 MILE NE OF STATION IN AZIMUTH 217 DEG 59
 OM0723'MIN 12.2 SEC, ABOUT 82 YARDS N OF ROAD T-INTERSECTION, 52
 OM0723'FEET N OF PROJECTED LINE OF FENCE ON W SIDE OF ROAD, 29 FEET
 OM0723'E OF CENTER LINE OF 18-FOOT ASPHALT PAVEMENT, 13 FEET SE
 OM0723'OF CENTER LINE OF WOODS ROAD, AND 2.0 FEET N OF STEEL WITNESS
 OM0723'POST.
 OM0723
 OM0723                          STATION RECOVERY (1970)
 OM0723
 OM0723'RECOVERY NOTE BY WI DEPT OF TRANSP 1970 (ELH)
 OM0723'DESCRIPTION ADEQUATE- STATION AND REFERENCE MARK FOUND AS
 OM0723'DESCRIBED IN GOOD CONDITION.
 OM0723
 OM0723                          STATION RECOVERY (2003)
 OM0723
 OM0723'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0723'NOT FOUND.  THE DESCRIBED LOCATION IS IN THE SOUTHWEST QUADRANT OF THE
 OM0723'T-JUNCTION OF WAUWATOSA ROAD AND SHERMAN ROAD.  A PORTION OF THE HILL
 OM0723'ALONG SHERMAN ROAD HAS BEEN REMOVED PERHAPS IN CONSTRUCTION OF THE
 OM0723'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6042 ***********************************************************************
 DF6042  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6042  DESIGNATION -  CEDARBURG E GPS
 DF6042  PID         -  DF6042
 DF6042  STATE/COUNTY-  WI/OZAUKEE
 DF6042  COUNTRY     -  US
 DF6042  USGS QUAD   -  CEDARBURG (2018)
 DF6042
 DF6042                         *CURRENT SURVEY CONTROL
 DF6042  ______________________________________________________________________
 DF6042* NAD 83(2011) POSITION- 43 19 21.67800(N) 087 58 59.55435(W)   ADJUSTED
 DF6042* NAD 83(2011) ELLIP HT-   217.364 (meters)        (06/27/12)   ADJUSTED
 DF6042* NAD 83(2011) EPOCH   -  2010.00
 DF6042* NAVD 88 ORTHO HEIGHT -   252.50  (meters)      828.4   (feet) GPS OBS
 DF6042  ______________________________________________________________________
 DF6042  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6042  GEOID HEIGHT    -        -35.140 (meters)                     GEOID12A
 DF6042  GEOID HEIGHT    -        -35.140 (meters)                     GEOID18
 DF6042  NAD 83(2011) X  -    163,559.635 (meters)                     COMP
 DF6042  NAD 83(2011) Y  - -4,644,709.629 (meters)                     COMP
 DF6042  NAD 83(2011) Z  -  4,353,800.457 (meters)                     COMP
 DF6042  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 DF6042
 DF6042  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6042  Standards:
 DF6042         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6042            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6042  -------------------------------------------------------------------
 DF6042  NETWORK    0.36   0.39           0.16   0.13   0.20     -0.08928754
 DF6042  -------------------------------------------------------------------
 DF6042  Click here for local accuracies and other accuracy information.
 DF6042
 DF6042.The horizontal coordinates were established by GPS observations
 DF6042.and adjusted by the National Geodetic Survey in June 2012.
 DF6042
 DF6042.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6042.been affixed to the stable North American tectonic plate. See 
 DF6042.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6042
 DF6042.The horizontal coordinates are valid at the epoch date displayed above
 DF6042.which is a decimal equivalence of Year/Month/Day.
 DF6042
 DF6042.The orthometric height was determined by GPS observations and a
 DF6042.high-resolution geoid model using precise GPS observation and
 DF6042.processing techniques.
 DF6042
 DF6042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6042.GEOID18 height accuracy estimate available here.
 DF6042
 DF6042.Click photographs - Photos may exist for this station.
 DF6042
 DF6042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6042
 DF6042.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6042
 DF6042.The ellipsoidal height was determined by GPS observations
 DF6042.and is referenced to NAD 83.
 DF6042
 DF6042. The following values were computed from the NAD 83(2011) position.
 DF6042
 DF6042;                    North         East     Units Scale Factor Converg.
 DF6042;SPC WI S     -   148,915.830   763,561.020   MT  0.99993348   +1 23 08.7
 DF6042;SPC WI S     -   488,568.02  2,505,116.45   sFT  0.99993348   +1 23 08.7
 DF6042;UTM  16      - 4,797,119.123   420,280.626   MT  0.99967817   -0 40 28.6
 DF6042
 DF6042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6042!SPC WI S     -   0.99996591  x   0.99993348  =   0.99989940
 DF6042!UTM  16      -   0.99996591  x   0.99967817  =   0.99964410
 DF6042
 DF6042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2028097119(NAD 83)
 DF6042
 DF6042                          SUPERSEDED SURVEY CONTROL
 DF6042
 DF6042  NAD 83(2007)-  43 19 21.67797(N)    087 58 59.55514(W) AD(2002.00) 0
 DF6042  ELLIP H (02/10/07)  217.400  (m)                       GP(2002.00)    
 DF6042  NAD 83(1997)-  43 19 21.67794(N)    087 58 59.55539(W) AD(       ) 1
 DF6042  ELLIP H (06/11/03)  217.413  (m)                       GP(       ) 3 1
 DF6042  NAVD 88 (06/11/03)  252.49   (m)  GEOID99  model used  GPS OBS        
 DF6042
 DF6042.Superseded values are not recommended for survey control.
 DF6042
 DF6042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6042.See file dsdata.pdf to determine how the superseded data were derived.
 DF6042
 DF6042_MARKER: DD = SURVEY DISK
 DF6042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6042_STAMPING: CEDRBURG E GPS 2001
 DF6042_MARK LOGO: WIDT
 DF6042_PROJECTION: FLUSH
 DF6042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6042+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 DF6042
 DF6042  HISTORY     - Date     Condition        Report By
 DF6042  HISTORY     - 20001012 MONUMENTED       WIDT
 DF6042  HISTORY     - 20030320 GOOD             WIDT
 DF6042  HISTORY     - 20031109 GOOD             USPSQD
 DF6042  HISTORY     - 20060525 GOOD             WIDT
 DF6042
 DF6042                          STATION DESCRIPTION
 DF6042
 DF6042'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6042'THE STATION IS LOCATED ABOUT 20 KM SOUTHEAST OF WEST BEND, 3 KM WEST
 DF6042'OF GRAFTON AND 3 KM NORTH OF CEDARBURG.  OWNERSHIP--WISCONSIN
 DF6042'DEPARTMENT OF TRANSPORTATION.
 DF6042'
 DF6042'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 AND STATE
 DF6042'HIGHWAY 181 ABOUT 2 KM NORTH OF THE CITY OF CEDARBURG, GO EAST ON
 DF6042'STATE HIGHWAY 60 FOR 1.6 KM TO COUNTY HIGHWAY I, CONTINUE EAST ON
 DF6042'STATE HIGHWAY 60 FOR 0.2 KM TO THE STATION ON THE RIGHT.
 DF6042'
 DF6042'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6042'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6042'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M ABOVE THE
 DF6042'LEVEL OF THE HIGHWAY PAVEMENT.
 DF6042'
 DF6042'THE STATION IS 14.4 M SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 DF6042'OF STATE HIGHWAY 60, 69 M WEST OF A WOOD POST FOR A 'RIGHT LANE ENDS'
 DF6042'SIGN, 28.0 M SOUTHEAST OF A WOOD POST FOR A 'COUNTY I SOUTH' SIGN, 4.3
 DF6042'M EAST OF A METAL R/W POST, 1.0 M NORTH OF A WHITE PLASTIC WITNESS
 DF6042'POST, 1.0 M EAST, 1.0 M WEST, AND 1.0 M SOUTH OF THREE 4X4 ORANGE
 DF6042'PLASTIC WITNESS POSTS.  NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF6042'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6042
 DF6042                          STATION RECOVERY (2003)
 DF6042
 DF6042'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 DF6042'RECOVERED AS DESCRIBED.
 DF6042
 DF6042                          STATION RECOVERY (2003)
 DF6042
 DF6042'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6042'RECOVERED IN GOOD CONDITION.
 DF6042
 DF6042                          STATION RECOVERY (2006)
 DF6042
 DF6042'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF6042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6043 ***********************************************************************
 DF6043  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6043  DESIGNATION -  CEDARBURG GPS
 DF6043  PID         -  DF6043
 DF6043  STATE/COUNTY-  WI/OZAUKEE
 DF6043  COUNTRY     -  US
 DF6043  USGS QUAD   -  FIVE CORNERS (2018)
 DF6043
 DF6043                         *CURRENT SURVEY CONTROL
 DF6043  ______________________________________________________________________
 DF6043* NAD 83(2011) POSITION- 43 21 11.96014(N) 088 00 19.47047(W)   ADJUSTED
 DF6043* NAD 83(2011) ELLIP HT-   225.060 (meters)        (06/27/12)   ADJUSTED
 DF6043* NAD 83(2011) EPOCH   -  2010.00
 DF6043* NAVD 88 ORTHO HEIGHT -   260.17  (meters)      853.6   (feet) GPS OBS
 DF6043  ______________________________________________________________________
 DF6043  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6043  GEOID HEIGHT    -        -35.110 (meters)                     GEOID12A
 DF6043  GEOID HEIGHT    -        -35.112 (meters)                     GEOID18
 DF6043  NAD 83(2011) X  -    161,678.952 (meters)                     COMP
 DF6043  NAD 83(2011) Y  - -4,642,443.816 (meters)                     COMP
 DF6043  NAD 83(2011) Z  -  4,356,281.184 (meters)                     COMP
 DF6043  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 DF6043
 DF6043  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6043  Standards:
 DF6043         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6043            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6043  -------------------------------------------------------------------
 DF6043  NETWORK    0.35   0.39           0.16   0.12   0.20     -0.05029944
 DF6043  -------------------------------------------------------------------
 DF6043  Click here for local accuracies and other accuracy information.
 DF6043
 DF6043.The horizontal coordinates were established by GPS observations
 DF6043.and adjusted by the National Geodetic Survey in June 2012.
 DF6043
 DF6043.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6043.been affixed to the stable North American tectonic plate. See 
 DF6043.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6043
 DF6043.The horizontal coordinates are valid at the epoch date displayed above
 DF6043.which is a decimal equivalence of Year/Month/Day.
 DF6043
 DF6043.The orthometric height was determined by GPS observations and a
 DF6043.high-resolution geoid model using precise GPS observation and
 DF6043.processing techniques.
 DF6043
 DF6043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6043.GEOID18 height accuracy estimate available here.
 DF6043
 DF6043.Click photographs - Photos may exist for this station.
 DF6043
 DF6043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6043
 DF6043.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6043
 DF6043.The ellipsoidal height was determined by GPS observations
 DF6043.and is referenced to NAD 83.
 DF6043
 DF6043. The following values were computed from the NAD 83(2011) position.
 DF6043
 DF6043;                    North         East     Units Scale Factor Converg.
 DF6043;SPC WI S     -   152,274.735   761,679.646   MT  0.99993290   +1 22 13.8
 DF6043;SPC WI S     -   499,588.03  2,498,943.97   sFT  0.99993290   +1 22 13.8
 DF6043;UTM  16      - 4,800,542.635   418,521.685   MT  0.99968166   -0 41 24.9
 DF6043
 DF6043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6043!SPC WI S     -   0.99996471  x   0.99993290  =   0.99989761
 DF6043!UTM  16      -   0.99996471  x   0.99968166  =   0.99964638
 DF6043
 DF6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1852100542(NAD 83)
 DF6043
 DF6043                          SUPERSEDED SURVEY CONTROL
 DF6043
 DF6043  NAD 83(2007)-  43 21 11.96011(N)    088 00 19.47127(W) AD(2002.00) 0
 DF6043  ELLIP H (02/10/07)  225.096  (m)                       GP(2002.00)    
 DF6043  NAD 83(1997)-  43 21 11.96006(N)    088 00 19.47130(W) AD(       ) 1
 DF6043  ELLIP H (06/11/03)  225.106  (m)                       GP(       ) 3 1
 DF6043  NAVD 88 (06/11/03)  260.15   (m)  GEOID99  model used  GPS OBS        
 DF6043
 DF6043.Superseded values are not recommended for survey control.
 DF6043
 DF6043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6043.See file dsdata.pdf to determine how the superseded data were derived.
 DF6043
 DF6043_MARKER: DD = SURVEY DISK
 DF6043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6043_STAMPING: CEDARBURG GPS 2001
 DF6043_MARK LOGO: WIDT
 DF6043_PROJECTION: FLUSH
 DF6043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6043+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 DF6043
 DF6043  HISTORY     - Date     Condition        Report By
 DF6043  HISTORY     - 20001012 MONUMENTED       WIDT
 DF6043  HISTORY     - 20030320 GOOD             WIDT
 DF6043  HISTORY     - 20031109 GOOD             USPSQD
 DF6043  HISTORY     - 20060525 GOOD             WIDT
 DF6043
 DF6043                          STATION DESCRIPTION
 DF6043
 DF6043'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6043'THE STATION IS LOCATED ABOUT 16 KM SOUTHEAST OF WEST BEND AND 11 KM
 DF6043'SOUTHWEST OF PORT WASHINGTON.  OWNERSHIP--TOWN OF CEDARBURG.
 DF6043'
 DF6043'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH STATE
 DF6043'HIGHWAY 181 ABOUT 1 KM NORTHWEST OF THE CITY OF CEDARBURG, GO EAST ON
 DF6043'STATE HIGHWAY 60 FOR 1.6 KM TO COUNTY HIGHWAY I, TURN LEFT AND GO
 DF6043'NORTH ON COUNTY HIGHWAY I FOR 3.2 KM TO PLEASANT VALLEY ROAD, TURN
 DF6043'LEFT AND GO WEST ON PLEASANT VALLEY ROAD FOR 1.6 KM TO COVERED BRIDGE
 DF6043'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON COVERED BRIDGE ROAD FOR
 DF6043'0.2 KM TO THE STATION ON THE LEFT.
 DF6043'
 DF6043'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6043'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6043'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF6043'THE ROAD PAVEMENT.
 DF6043'
 DF6043'THE STATION IS 9.8 M WEST OF THE CENTERLINE OF COVERED BRIDGE ROAD, 91
 DF6043'M SOUTH OF A WOOD POST FOR A 'STOP AHEAD' SIGN, 53.0 M NORTHWEST OF A
 DF6043'POWER POLE 731, 28.3 M SOUTHWEST OF A POWER POLE 730, 0.9 M EAST OF A
 DF6043'WHITE PLASTIC WITNESS POST, 1.0 M NORTH, 1.0 M SOUTH, AND 1.0 M WEST
 DF6043'OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  NOTE-THIS STATION HAS NO
 DF6043'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6043'HORIZON.
 DF6043
 DF6043                          STATION RECOVERY (2003)
 DF6043
 DF6043'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 DF6043'RECOVERED AS DESCRIBED.
 DF6043
 DF6043                          STATION RECOVERY (2003)
 DF6043
 DF6043'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6043'RECOVERED IN GOOD CONDITION.
 DF6043
 DF6043                          STATION RECOVERY (2006)
 DF6043
 DF6043'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF6043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0447 ***********************************************************************
 OL0447  DESIGNATION -  CEDARBURG IMMAN EVAN LUTH CH
 OL0447  PID         -  OL0447
 OL0447  STATE/COUNTY-  WI/OZAUKEE
 OL0447  COUNTRY     -  US
 OL0447  USGS QUAD   -  CEDARBURG (2018)
 OL0447
 OL0447                         *CURRENT SURVEY CONTROL
 OL0447  ______________________________________________________________________
 OL0447* NAD 83(1991) POSITION- 43 17 38.17793(N) 087 59 10.50975(W)   ADJUSTED
 OL0447  ______________________________________________________________________
 OL0447  GEOID HEIGHT    -        -35.131 (meters)                     GEOID18
 OL0447  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 OL0447  HORZ ORDER      -  THIRD
 OL0447
 OL0447.The horizontal coordinates were established by classical geodetic methods
 OL0447.and adjusted by the National Geodetic Survey in November 1991.
 OL0447
 OL0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0447.GEOID18 height accuracy estimate available here.
 OL0447
 OL0447.Click photographs - Photos may exist for this station.
 OL0447
 OL0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0447
 OL0447. The following values were computed from the NAD 83(1991) position.
 OL0447
 OL0447;                    North         East     Units Scale Factor Converg.
 OL0447;SPC WI S     -   145,716.917   763,391.391   MT  0.99993429   +1 23 01.1
 OL0447;SPC WI S     -   478,072.92  2,504,559.92   sFT  0.99993429   +1 23 01.1
 OL0447;UTM  16      - 4,793,929.190   419,996.180   MT  0.99967873   -0 40 34.9
 OL0447
 OL0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1999693929(NAD 83)
 OL0447
 OL0447                          SUPERSEDED SURVEY CONTROL
 OL0447
 OL0447  NAD 83(1986)-  43 17 38.16714(N)    087 59 10.51798(W) AD(       ) 3
 OL0447  NAD 27      -  43 17 38.15000(N)    087 59 10.19000(W) AD(       ) 3
 OL0447
 OL0447.Superseded values are not recommended for survey control.
 OL0447
 OL0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0447.See file dsdata.pdf to determine how the superseded data were derived.
 OL0447
 OL0447_MARKER: 90 = CHURCH SPIRE
 OL0447
 OL0447  HISTORY     - Date     Condition        Report By
 OL0447  HISTORY     - 1953     FIRST OBSERVED   CGS
 OL0447
 OL0447                          STATION DESCRIPTION
 OL0447
 OL0447'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0445 ***********************************************************************
 OL0445  DESIGNATION -  CEDARBURG ST F BORGIA CATH CH
 OL0445  PID         -  OL0445
 OL0445  STATE/COUNTY-  WI/OZAUKEE
 OL0445  COUNTRY     -  US
 OL0445  USGS QUAD   -  CEDARBURG (2018)
 OL0445
 OL0445                         *CURRENT SURVEY CONTROL
 OL0445  ______________________________________________________________________
 OL0445* NAD 83(1991) POSITION- 43 17 32.16862(N) 087 59 09.07710(W)   ADJUSTED
 OL0445  ______________________________________________________________________
 OL0445  GEOID HEIGHT    -        -35.132 (meters)                     GEOID18
 OL0445  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 OL0445  HORZ ORDER      -  THIRD
 OL0445
 OL0445.The horizontal coordinates were established by classical geodetic methods
 OL0445.and adjusted by the National Geodetic Survey in November 1991.
 OL0445
 OL0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0445.GEOID18 height accuracy estimate available here.
 OL0445
 OL0445.Click photographs - Photos may exist for this station.
 OL0445
 OL0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0445
 OL0445. The following values were computed from the NAD 83(1991) position.
 OL0445
 OL0445;                    North         East     Units Scale Factor Converg.
 OL0445;SPC WI S     -   145,532.312   763,428.153   MT  0.99993435   +1 23 02.1
 OL0445;SPC WI S     -   477,467.26  2,504,680.53   sFT  0.99993435   +1 23 02.1
 OL0445;UTM  16      - 4,793,743.431   420,026.275   MT  0.99967867   -0 40 33.8
 OL0445
 OL0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2002693743(NAD 83)
 OL0445
 OL0445                          SUPERSEDED SURVEY CONTROL
 OL0445
 OL0445  NAD 83(1986)-  43 17 32.15776(N)    087 59 09.08524(W) AD(       ) 3
 OL0445  NAD 27      -  43 17 32.14400(N)    087 59 08.75700(W) AD(       ) 3
 OL0445
 OL0445.Superseded values are not recommended for survey control.
 OL0445
 OL0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0445.See file dsdata.pdf to determine how the superseded data were derived.
 OL0445
 OL0445_MARKER: 91 = CHURCH CROSS
 OL0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0445+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2002
 OL0445
 OL0445  HISTORY     - Date     Condition        Report By
 OL0445  HISTORY     - 1953     FIRST OBSERVED   CGS
 OL0445  HISTORY     - 1971     GOOD             NGS
 OL0445  HISTORY     - 20021103 GOOD             USPSQD
 OL0445
 OL0445                          STATION DESCRIPTION
 OL0445
 OL0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0445'STATION IS THE BASE OF THE GOLD CROSS ATOP ST. FRANCIS BORGIA
 OL0445'CATHOLIC CHURCH,
 OL0445'LOCATED IN THE SOUTH SECTION OF CEDARBURG, 125 FEET SOUTH OF THE
 OL0445'INTERSECTION OF SOUTH WASHINGTON
 OL0445'AVE. AND EAST HAMILTON ROAD.  IT IS A TALL THIN SILVER
 OL0445'SPIRE ON THE NORTH SIDE OF A GRAY STONE CHURCH AND
 OL0445'IS ABOUT 125 FEET HIGH.
 OL0445
 OL0445                          STATION RECOVERY (1971)
 OL0445
 OL0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0445'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0445
 OL0445                          STATION RECOVERY (2002)
 OL0445
 OL0445'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0445'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0443 ***********************************************************************
 OL0443  DESIGNATION -  CEDARBURG TRINITY LUTH CH
 OL0443  PID         -  OL0443
 OL0443  STATE/COUNTY-  WI/OZAUKEE
 OL0443  COUNTRY     -  US
 OL0443  USGS QUAD   -  CEDARBURG (2018)
 OL0443
 OL0443                         *CURRENT SURVEY CONTROL
 OL0443  ______________________________________________________________________
 OL0443* NAD 83(1991) POSITION- 43 17 47.74264(N) 087 59 10.08685(W)   ADJUSTED
 OL0443  ______________________________________________________________________
 OL0443  GEOID HEIGHT    -        -35.131 (meters)                     GEOID18
 OL0443  LAPLACE CORR    -         -4.70  (seconds)                    DEFLEC18
 OL0443  HORZ ORDER      -  THIRD
 OL0443
 OL0443.The horizontal coordinates were established by classical geodetic methods
 OL0443.and adjusted by the National Geodetic Survey in November 1991.
 OL0443
 OL0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0443.GEOID18 height accuracy estimate available here.
 OL0443
 OL0443.Click photographs - Photos may exist for this station.
 OL0443
 OL0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 OL0443
 OL0443. The following values were computed from the NAD 83(1991) position.
 OL0443
 OL0443;                    North         East     Units Scale Factor Converg.
 OL0443;SPC WI S     -   146,012.215   763,393.793   MT  0.99993421   +1 23 01.4
 OL0443;SPC WI S     -   479,041.74  2,504,567.80   sFT  0.99993421   +1 23 01.4
 OL0443;UTM  16      - 4,794,224.136   420,009.192   MT  0.99967871   -0 40 34.7
 OL0443
 OL0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2000994224(NAD 83)
 OL0443
 OL0443                          SUPERSEDED SURVEY CONTROL
 OL0443
 OL0443  NAD 83(1986)-  43 17 47.73184(N)    087 59 10.09505(W) AD(       ) 3
 OL0443  NAD 27      -  43 17 47.72000(N)    087 59 09.76000(W) AD(       ) 3
 OL0443
 OL0443.Superseded values are not recommended for survey control.
 OL0443
 OL0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0443.See file dsdata.pdf to determine how the superseded data were derived.
 OL0443
 OL0443_MARKER: 90 = CHURCH SPIRE
 OL0443
 OL0443  HISTORY     - Date     Condition        Report By
 OL0443  HISTORY     - 1953     FIRST OBSERVED   CGS
 OL0443
 OL0443                          STATION DESCRIPTION
 OL0443
 OL0443'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6041 ***********************************************************************
 DF6041  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6041  DESIGNATION -  CEDARBURG W GPS
 DF6041  PID         -  DF6041
 DF6041  STATE/COUNTY-  WI/OZAUKEE
 DF6041  COUNTRY     -  US
 DF6041  USGS QUAD   -  FIVE CORNERS (2018)
 DF6041
 DF6041                         *CURRENT SURVEY CONTROL
 DF6041  ______________________________________________________________________
 DF6041* NAD 83(2011) POSITION- 43 17 37.35590(N) 088 02 36.85473(W)   ADJUSTED
 DF6041* NAD 83(2011) ELLIP HT-   244.201 (meters)        (06/27/12)   ADJUSTED
 DF6041* NAD 83(2011) EPOCH   -  2010.00
 DF6041* NAVD 88 ORTHO HEIGHT -   279.23  (meters)      916.1   (feet) GPS OBS
 DF6041  ______________________________________________________________________
 DF6041  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6041  GEOID HEIGHT    -        -35.032 (meters)                     GEOID12A
 DF6041  GEOID HEIGHT    -        -35.028 (meters)                     GEOID18
 DF6041  NAD 83(2011) X  -    158,742.394 (meters)                     COMP
 DF6041  NAD 83(2011) Y  - -4,647,105.972 (meters)                     COMP
 DF6041  NAD 83(2011) Z  -  4,351,476.061 (meters)                     COMP
 DF6041  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 DF6041
 DF6041  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6041  Standards:
 DF6041         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6041            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6041  -------------------------------------------------------------------
 DF6041  NETWORK    0.45   0.41           0.20   0.16   0.21     -0.01137709
 DF6041  -------------------------------------------------------------------
 DF6041  Click here for local accuracies and other accuracy information.
 DF6041
 DF6041.The horizontal coordinates were established by GPS observations
 DF6041.and adjusted by the National Geodetic Survey in June 2012.
 DF6041
 DF6041.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6041.been affixed to the stable North American tectonic plate. See 
 DF6041.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6041
 DF6041.The horizontal coordinates are valid at the epoch date displayed above
 DF6041.which is a decimal equivalence of Year/Month/Day.
 DF6041
 DF6041.The orthometric height was determined by GPS observations and a
 DF6041.high-resolution geoid model using precise GPS observation and
 DF6041.processing techniques.
 DF6041
 DF6041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6041.GEOID18 height accuracy estimate available here.
 DF6041
 DF6041.Click photographs - Photos may exist for this station.
 DF6041
 DF6041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6041
 DF6041.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6041
 DF6041.The ellipsoidal height was determined by GPS observations
 DF6041.and is referenced to NAD 83.
 DF6041
 DF6041. The following values were computed from the NAD 83(2011) position.
 DF6041
 DF6041;                    North         East     Units Scale Factor Converg.
 DF6041;SPC WI S     -   145,580.845   758,742.181   MT  0.99993430   +1 20 39.4
 DF6041;SPC WI S     -   477,626.49  2,489,306.64   sFT  0.99993430   +1 20 39.4
 DF6041;UTM  16      - 4,793,960.316   415,346.251   MT  0.99968815   -0 42 56.4
 DF6041
 DF6041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6041!SPC WI S     -   0.99996171  x   0.99993430  =   0.99989601
 DF6041!UTM  16      -   0.99996171  x   0.99968815  =   0.99964987
 DF6041
 DF6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1534693960(NAD 83)
 DF6041
 DF6041                          SUPERSEDED SURVEY CONTROL
 DF6041
 DF6041  NAD 83(2007)-  43 17 37.35584(N)    088 02 36.85553(W) AD(2002.00) 0
 DF6041  ELLIP H (02/10/07)  244.237  (m)                       GP(2002.00)    
 DF6041  NAD 83(1997)-  43 17 37.35588(N)    088 02 36.85581(W) AD(       ) 1
 DF6041  ELLIP H (06/11/03)  244.249  (m)                       GP(       ) 3 1
 DF6041  NAVD 88 (07/26/07)  279.22   (m)  GEOID03  model used  GPS OBS        
 DF6041  NAVD 88 (06/11/03)  279.21   (m)  GEOID99  model used  GPS OBS        
 DF6041
 DF6041.Superseded values are not recommended for survey control.
 DF6041
 DF6041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6041.See file dsdata.pdf to determine how the superseded data were derived.
 DF6041
 DF6041_MARKER: DD = SURVEY DISK
 DF6041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6041_STAMPING: CEDRBURG W GPS 2001
 DF6041_MARK LOGO: WIDT
 DF6041_PROJECTION: FLUSH
 DF6041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6041+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 DF6041
 DF6041  HISTORY     - Date     Condition        Report By
 DF6041  HISTORY     - 20001012 MONUMENTED       WIDT
 DF6041  HISTORY     - 20031109 GOOD             USPSQD
 DF6041  HISTORY     - 20060525 GOOD             WIDT
 DF6041
 DF6041                          STATION DESCRIPTION
 DF6041
 DF6041'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6041'THE STATION IS LOCATED ABOUT 14 KM NORTHEAST OF MENOMONEE FALLS AND 5
 DF6041'KM WEST OF CEDARBURG.  OWNERSHIP--OZAUKEE COUNTY.
 DF6041'
 DF6041'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 DF6041'HIGHWAY 60 ABOUT 11 KM SOUTH OF THE CITY OF WEST BEND, GO EAST ON
 DF6041'STATE HIGHWAY 60 FOR 11.4 KM TO COUNTY HIGHWAY Y, TURN RIGHT AND GO
 DF6041'SOUTH ON COUNTY HIGHWAY Y FOR 2.4 KM TO BRIDGE ROAD, CONTINUE SOUTH ON
 DF6041'COUNTY HIGHWAY Y FOR 0.8 KM TO THE STATION ON THE LEFT.
 DF6041'
 DF6041'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6041'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6041'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE
 DF6041'HIGHWAY PAVEMENT.
 DF6041'
 DF6041'THE STATION IS 12.0 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY Y, 49.8
 DF6041'M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY T, 46 M SOUTH OF A FIELD
 DF6041'ENTRANCE, 23.4 M NORTH-NORTHEAST OF A WOOD POST FOR A 'CTH Y' SIGN, 3
 DF6041'M WEST OF A CULTIVATED FIELD, 0.8 M EAST OF A WHITE PLASTIC WITNESS
 DF6041'POST, AND 1.0 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE 4X4 ORANGE
 DF6041'PLASTIC WITNESS POSTS.  NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF6041'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6041
 DF6041                          STATION RECOVERY (2003)
 DF6041
 DF6041'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6041'RECOVERED IN GOOD CONDITION.
 DF6041
 DF6041                          STATION RECOVERY (2006)
 DF6041
 DF6041'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF6041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0603 ***********************************************************************
 QM0603  DESIGNATION -  CEDARVILLE RESET
 QM0603  PID         -  QM0603
 QM0603  STATE/COUNTY-  WI/MARINETTE
 QM0603  COUNTRY     -  US
 QM0603  USGS QUAD   -  ATHELSTANE (2018)
 QM0603
 QM0603                         *CURRENT SURVEY CONTROL
 QM0603  ______________________________________________________________________
 QM0603* NAD 83(1991) POSITION- 45 27 20.38129(N) 088 00 33.07891(W)   ADJUSTED
 QM0603* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 QM0603  ______________________________________________________________________
 QM0603  GEOID HEIGHT    -        -35.648 (meters)                     GEOID18
 QM0603  LAPLACE CORR    -         -4.89  (seconds)                    DEFLEC18
 QM0603  HORZ ORDER      -  FIRST
 QM0603
 QM0603.The horizontal coordinates were established by classical geodetic methods
 QM0603.and adjusted by the National Geodetic Survey in November 1991.
 QM0603
 QM0603.The orthometric height was scaled from a topographic map.
 QM0603
 QM0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0603.GEOID18 height accuracy estimate available here.
 QM0603
 QM0603.Click photographs - Photos may exist for this station.
 QM0603
 QM0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0603
 QM0603. The following values were computed from the NAD 83(1991) position.
 QM0603
 QM0603;                    North         East     Units Scale Factor Converg.
 QM0603;SPC WI C     -   182,186.410   755,703.178   MT  0.99999186   +1 24 16.8
 QM0603;SPC WI C     -   597,723.25  2,479,336.18   sFT  0.99999186   +1 24 16.8
 QM0603;UTM  16      - 5,034,065.939   421,093.523   MT  0.99967655   -0 43 09.5
 QM0603
 QM0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0603!SPC WI C     -   0.99995730  x   0.99999186  =   0.99994917
 QM0603!UTM  16      -   0.99995730  x   0.99967655  =   0.99963387
 QM0603
 QM0603:                Primary Azimuth Mark                     Grid Az
 QM0603:SPC WI C     -  CEDARVILLE AZ MK                         254 47 29.1
 QM0603:UTM  16      -  CEDARVILLE AZ MK                         256 54 55.4
 QM0603
 QM0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2109334065(NAD 83)
 QM0603
 QM0603|---------------------------------------------------------------------|
 QM0603| PID    Reference Object                     Distance      Geod. Az  |
 QM0603|                                                           dddmmss.s |
 QM0603| QM0602 CEDARVILLE LOT                       15.617 METERS 17119     |
 QM0603| CJ4414 CEDARVILLE RM 1                      18.940 METERS 25118     |
 QM0603| CJ4413 CEDARVILLE AZ MK                                   2561145.9 |
 QM0603|---------------------------------------------------------------------|
 QM0603
 QM0603                          SUPERSEDED SURVEY CONTROL
 QM0603
 QM0603  NAD 83(1986)-  45 27 20.38357(N)    088 00 33.08250(W) AD(       ) 1
 QM0603  NAD 27      -  45 27 20.50300(N)    088 00 32.67500(W) AD(       ) 1
 QM0603
 QM0603.Superseded values are not recommended for survey control.
 QM0603
 QM0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0603.See file dsdata.pdf to determine how the superseded data were derived.
 QM0603
 QM0603_MARKER: DS = TRIANGULATION STATION DISK
 QM0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0603_STAMPING: CEDARVILLE 1954 1972
 QM0603_MARK LOGO: CGS
 QM0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0603+STABILITY: SURFACE MOTION
 QM0603
 QM0603  HISTORY     - Date     Condition        Report By
 QM0603  HISTORY     - 1972     MONUMENTED       NGS
 QM0603  HISTORY     - 1972     GOOD             NGS
 QM0603  HISTORY     - 19921031 GOOD             USPSQD
 QM0603  HISTORY     - 20011006 GOOD             USPSQD
 QM0603  HISTORY     - 20021012 MARK NOT FOUND   GEOCAC
 QM0603
 QM0603                          STATION DESCRIPTION
 QM0603
 QM0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 QM0603'THE AZIMUTH MARK, REFERENCE MARK 1 AND THE USGS MARK WERE
 QM0603'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 QM0603'UPROOTED AND OVER A BANK.  THE UNDERGROUND STATION MARK WAS
 QM0603'NOT FOUND AND ASSUMED DESTROYED BY CONSTRUCTION OF A RADIO TOWER.
 QM0603'A NEW SURFACE STATION MARK ALONG WITH AN UNDERGROUND MARK WERE
 QM0603'SET BY MEASUREMENTS FROM PRE-SET POINTS.  THE DIRECTION TO
 QM0603'REFERENCE MARK 1 CHECKED AS DID THE DISTANCES TO THE MARKS.
 QM0603'THE AZIMUTH MARK IS OBSTRUCTED BY TREES AS MENTIONED IN 1954
 QM0603'DESCRIPTION.  A 7 FOOT OR HIGHER TRIPOD WILL HAVE TO BE USED
 QM0603'TO GET ABOVE BOTTOM TIE OF RADIO TOWER WITH INSTRUMENT.  A
 QM0603'NEW DESCRIPTION FOLLOWS--
 QM0603'
 QM0603'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF WAUSAUKEE, ON
 QM0603'A HIGH PROMINENT HILL AT THE SITE OF THE CEDARVILLE LOOKOUT
 QM0603'TOWER, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 42 FEET NORTH
 QM0603'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 43 FEET NORTHWEST
 QM0603'OF THE NORTHEAST LEG OF 1 LOOKOUT TOWER, 6 FEET SOUTHWEST
 QM0603'OF LEG OF RADIO TOWER, 8 FEET NORTHEAST OF LEG OF RADIO TOWER
 QM0603'AND 44 FEET NORTHEAST OF NORTHEAST CORNER OF A CONCRETE BLOCK
 QM0603'BUILDING.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 QM0603'STAMPED CEDARVILLE 1954 1972.
 QM0603'
 QM0603'TO REACH THE STATION FROM THE POST OFFICE AT WAUSAUKEE, GO
 QM0603'NORTH ON HIGHWAY 141 FOR 5.7 MILES TO A GRAVEL CROSSROAD
 QM0603'(CEDARVILLE-WAUSAUKEE RD.).  TURN LEFT AND GO WEST ON THE GRAVELE
 QM0603'ROAD FOR 1.9 MILES TO A TRACK ROAD RIGHT.* TURN SHARP RIGHT
 QM0603'AND FOLLOW TRACK ROAD FOR 0.2 MILE TO TOP OF HILL AND THE
 QM0603'STATION.
 QM0603'
 QM0603'*FROM THIS POINT CONTINUE WEST ON THE ROAD FOR 0.35 MILE TO THE
 QM0603'CREST OF A RIDGE AND THE AZIMUTH MARK.
 QM0603'
 QM0603'REFERENCE MARK 1 IS 54 FEET SOUTHWEST OF THE SOUTHWEST LEG OF
 QM0603'THE RADIO TOWER, 22 FEET EAST OF A 12 INCH OAK TREE, 49 FEET
 QM0603'NORTHWEST OF THE NORTHWEST CORNER OF THE BLOCK BUILDING AND
 QM0603'62 FEET NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.
 QM0603'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CEDARVILLE
 QM0603'NO 1 1954.
 QM0603'
 QM0603'CEDARVILLE TOWER TT 1932 (USGS) IS A STANDARD USGS DISK SET
 QM0603'IN THE TOP OF A 8 X 8 INCH SQUARE CONCRETE POST, PROJECTING 1
 QM0603'INCH AND SET DIRECTLY UNDER THE CENTER OF THE LOOKOUT TOWER.  IT
 QM0603'IS 13 FEET NORTHWEST OF THE SOUTHEAST LEG, 13 FEET NORTHEAST
 QM0603'OF THE SOUTHWEST LEG, 19 FEET NORTHEAST OF THE SOUTHEAST CORNER
 QM0603'OF THE BLOCK BUILDING AND 39 FEET SOUTH OF THE SOUTHEAST LEG OF
 QM0603'RADIO TOWER.  THE DISK IS STAMPED CEDARVILLE TOWER 1932 TT
 QM0603'1935.
 QM0603'
 QM0603'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 QM0603'1 FOOT WEST OF A METAL WITNESS POST AND 9 FEET SOUTHEAST OF
 QM0603'A POWER POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 QM0603'STAMPED CEDARVILLE 1954.
 QM0603'
 QM0603'HEIGHT OF LIGHT ABOVE STATION MARK 7 FEET.
 QM0603'
 QM0603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 QM0603'MILES SOUTHWEST OF AMBERG
 QM0603
 QM0603                          STATION RECOVERY (1972)
 QM0603
 QM0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 QM0603'THE 1972 RECOVERY NOTE DID NOT STATE THAT THE REASON THE
 QM0603'PRE-SET POINTS WERE NOT OBSERVED UPON WAS DUE TO TIE OF THE BASE
 QM0603'OF THE RADIO TOWER BEING IN THE WAY.  HOWEVER MEASUREMENTS
 QM0603'WERE MADE FROM THE POINTS AND THESE WERE USED ALONG WITH
 QM0603'DIRECTIONS TO REFERENCE MARKS TO RE-ESTABLISH THE STATION MARK.
 QM0603'
 QM0603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 QM0603'MILES SOUTHWEST OF AMBERG
 QM0603
 QM0603                          STATION RECOVERY (1992)
 QM0603
 QM0603'RECOVERY NOTE BY US POWER SQUADRON 1992 (AJT)
 QM0603'RECOVERED IN GOOD CONDITION.
 QM0603
 QM0603                          STATION RECOVERY (2001)
 QM0603
 QM0603'RECOVERY NOTE BY US POWER SQUADRON 2001 (KS)
 QM0603'RM 1 AND AZ MARKS ALSO FOUND IN GOOD CONDITION.
 QM0603
 QM0603                          STATION RECOVERY (2002)
 QM0603
 QM0603'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 QM0603'FOUND RM 1 INTACT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0646 ***********************************************************************
 OM0646  DESIGNATION -  CEE
 OM0646  PID         -  OM0646
 OM0646  STATE/COUNTY-  WI/DANE
 OM0646  COUNTRY     -  US
 OM0646  USGS QUAD   -  WAUNAKEE (2018)
 OM0646
 OM0646                         *CURRENT SURVEY CONTROL
 OM0646  ______________________________________________________________________
 OM0646* NAD 83(2011) POSITION- 43 08 14.24118(N) 089 27 12.19239(W)   ADJUSTED
 OM0646* NAD 83(2011) ELLIP HT-   248.103 (meters)        (06/27/12)   ADJUSTED
 OM0646* NAD 83(2011) EPOCH   -  2010.00
 OM0646* NAVD 88 ORTHO HEIGHT -   282.7   (meters)      927.    (feet) VERTCON3
 OM0646  ______________________________________________________________________
 OM0646  GEOID HEIGHT    -        -34.415 (meters)                     GEOID18
 OM0646  NAD 83(2011) X  -     44,473.061 (meters)                     COMP
 OM0646  NAD 83(2011) Y  - -4,661,507.007 (meters)                     COMP
 OM0646  NAD 83(2011) Z  -  4,338,813.546 (meters)                     COMP
 OM0646  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 OM0646
 OM0646  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM0646  Standards:
 OM0646         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM0646            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM0646  -------------------------------------------------------------------
 OM0646  NETWORK    2.79   3.19           0.88   1.29   1.63     -0.29942796
 OM0646  -------------------------------------------------------------------
 OM0646  Click here for local accuracies and other accuracy information.
 OM0646
 OM0646.The horizontal coordinates were established by GPS observations
 OM0646.and adjusted by the National Geodetic Survey in June 2012.
 OM0646
 OM0646.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM0646.been affixed to the stable North American tectonic plate. See 
 OM0646.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM0646
 OM0646.The horizontal coordinates are valid at the epoch date displayed above
 OM0646.which is a decimal equivalence of Year/Month/Day.
 OM0646
 OM0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0646
 OM0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0646.GEOID18 height accuracy estimate available here.
 OM0646
 OM0646.Click photographs - Photos may exist for this station.
 OM0646
 OM0646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0646
 OM0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0646
 OM0646.The ellipsoidal height was determined by GPS observations
 OM0646.and is referenced to NAD 83.
 OM0646
 OM0646. The following values were computed from the NAD 83(2011) position.
 OM0646
 OM0646;                    North         East     Units Scale Factor Converg.
 OM0646;SPC WI S     -   126,487.521   644,469.159   MT  0.99994310   +0 22 32.1
 OM0646;SPC WI S     -   414,984.48  2,114,395.90   sFT  0.99994310   +0 22 32.1
 OM0646;UTM  16      - 4,778,982.548   300,470.224   MT  1.00008978   -1 40 41.0
 OM0646
 OM0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0646!SPC WI S     -   0.99996109  x   0.99994310  =   0.99990420
 OM0646!UTM  16      -   0.99996109  x   1.00008978  =   1.00005087
 OM0646
 OM0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0047078982(NAD 83)
 OM0646
 OM0646                          SUPERSEDED SURVEY CONTROL
 OM0646
 OM0646  NAD 83(2007)-  43 08 14.24137(N)    089 27 12.19319(W) AD(2002.00) 0
 OM0646  ELLIP H (02/10/07)  248.153  (m)                       GP(2002.00)    
 OM0646  NAD 83(1997)-  43 08 14.24126(N)    089 27 12.19424(W) AD(       ) 2
 OM0646  ELLIP H (06/17/02)  248.155  (m)                       GP(       ) 4 1
 OM0646  NAD 83(1991)-  43 08 14.24073(N)    089 27 12.19282(W) AD(       ) 2
 OM0646  ELLIP H (11/21/91)  248.262  (m)                       GP(       ) 4 1
 OM0646  NAD 83(1986)-  43 08 14.23368(N)    089 27 12.20000(W) AD(       ) 2
 OM0646  NAD 27      -  43 08 14.25630(N)    089 27 11.77592(W) AD(       ) 2
 OM0646  NGVD 29 (07/12/88)  282.7    (m)  RAPSU86  model used  GPS OBS        
 OM0646
 OM0646.Superseded values are not recommended for survey control.
 OM0646
 OM0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0646.See file dsdata.pdf to determine how the superseded data were derived.
 OM0646
 OM0646_MARKER: DD = SURVEY DISK
 OM0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0646_STAMPING: CEE 1981
 OM0646_MARK LOGO: WI-025
 OM0646_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0646+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1988
 OM0646
 OM0646  HISTORY     - Date     Condition        Report By
 OM0646  HISTORY     - 1987     MONUMENTED       WI-025
 OM0646  HISTORY     - 1987     GOOD             WI-025
 OM0646  HISTORY     - 19880915 GOOD             NGS
 OM0646
 OM0646                          STATION DESCRIPTION
 OM0646
 OM0646'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0646'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) NORTHWEST OF MADISON,
 OM0646'6.4 KM (4.0 MI) SOUTH OF WAUNAKEE, AND 5.6 KM (3.5 MI) NORTHEAST OF
 OM0646'MIDDLETON ON ROAD RIGHT-OF-WAY.  OWNERSHIP--TOWN OF WESTPORT,
 OM0646'BERNARD J KENNEDY, CHAIRMAN, 5592 HUNTINGWOOD WAY, WAUNAKEE WI
 OM0646'53597, PHONE 608-849-4368.
 OM0646'
 OM0646'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLETON, GO EAST ON
 OM0646'ELMWOOD STREET FOR 0.2 KM (0.1 MI) TO PARMENTER STREET.  TURN LEFT
 OM0646'AND GO NORTH FOR 0.7 KM (0.45 MI) TO BELTLINE HIGHWAY (U.S. HIGHWAY
 OM0646'12).  TURN RIGHT AND GO NORTHEAST FOR 1.0 KM (0.65 MI) TO COUNTY
 OM0646'HIGHWAY M.  TURN RIGHT AND GO EASTERLY ON COUNTY HIGHWAY M (CENTURY
 OM0646'AVENUE) FOR 0.7 KM (0.45 MI) TO HIGH ROAD ON THE LEFT.  TURN LEFT
 OM0646'AND GO NORTH ON HIGH ROAD FOR 2.7 KM (1.7 MI) TO A CURVE AND HIGH
 OM0646'ROAD ENDS AND BALZER ROAD GOES RIGHT.  TURN RIGHT AND GO WEST FOR
 OM0646'2.4 KM (1.5 MI) TO COUNTY HIGHWAY Q.  TURN LEFT AND GO NORTH FOR 0.4
 OM0646'KM (0.25 MI) TO ONCKEN ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST
 OM0646'FOR 1.5 KM (0.95 MI) TO THE STATION ON THE RIGHT.
 OM0646'
 OM0646'THE STATION IS A STANDARD WI-025 DISK STAMPED---CEE 1981---, SET IN
 OM0646'THE TOP OF A
 OM0646'ROUND CONCRETE POST 30 CM IN DIAMETER AND FLUSH WITH THE
 OM0646'GROUND.  LOCATED 29.2 METERS (95.8 FT) WEST OF A TRACTOR CROSSING
 OM0646'11.5 METERS (37.6 FT) SOUTH OF A FIBERGLASS WITNESS POST, 4.9 METERS
 OM0646'(16.0 FT) SOUTH OF THE CENTER OF ONCKEN ROAD AND 0.6 METERS (2.0 FT)
 OM0646'NORTH OF A FIBERGLASS WITNESS POST.
 OM0646'
 OM0646'DANE COUNTY, WISCONSIN 1987.
 OM0646'
 OM0646'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0646'
 OM0646'DESCRIBED BY D.A. BOWLING.
 OM0646
 OM0646                          STATION RECOVERY (1987)
 OM0646
 OM0646'RECOVERY NOTE BY DANE COUNTY WISCONSIN 1987
 OM0646'RECOVERED IN GOOD CONDITION.
 OM0646
 OM0646                          STATION RECOVERY (1988)
 OM0646
 OM0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OM0646'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0647 ***********************************************************************
 PN0647  DESIGNATION -  CEK 1 L 24
 PN0647  PID         -  PN0647
 PN0647  STATE/COUNTY-  WI/OUTAGAMIE
 PN0647  COUNTRY     -  US
 PN0647  USGS QUAD   -  KAUKAUNA (2018)
 PN0647
 PN0647                         *CURRENT SURVEY CONTROL
 PN0647  ______________________________________________________________________
 PN0647* NAD 83(2011) POSITION- 44 16 56.18740(N) 088 15 47.30065(W)   ADJUSTED
 PN0647* NAD 83(2011) ELLIP HT-   164.906 (meters)        (12/02/25)   ADJUSTED
 PN0647* NAD 83(2011) EPOCH   -  2010.00
 PN0647* NAVD 88 ORTHO HEIGHT -   201.145 (meters)      659.92  (feet) ADJUSTED
 PN0647  ______________________________________________________________________
 PN0647  GEOID HEIGHT    -        -36.231 (meters)                     GEOID18
 PN0647  NAD 83(2011) X  -    138,627.189 (meters)                     COMP
 PN0647  NAD 83(2011) Y  - -4,571,649.700 (meters)                     COMP
 PN0647  NAD 83(2011) Z  -  4,430,715.012 (meters)                     COMP
 PN0647  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 PN0647  DYNAMIC HEIGHT  -        201.113 (meters)      659.82  (feet) COMP
 PN0647  MODELED GRAVITY -    980,456.1   (mgal)                       NAVD 88
 PN0647
 PN0647  VERT ORDER      -  SECOND    CLASS I
 PN0647
 PN0647  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PN0647  Standards:
 PN0647         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PN0647            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PN0647  -------------------------------------------------------------------
 PN0647  NETWORK    0.50   0.90           0.23   0.17   0.46     -0.09618833
 PN0647  -------------------------------------------------------------------
 PN0647  Click here for local accuracies and other accuracy information.
 PN0647
 PN0647.The horizontal coordinates were established by GPS observations
 PN0647.and adjusted by the National Geodetic Survey in December 2025.
 PN0647
 PN0647.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PN0647.been affixed to the stable North American tectonic plate. See 
 PN0647.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PN0647
 PN0647.The horizontal coordinates are valid at the epoch date displayed above
 PN0647.which is a decimal equivalence of Year/Month/Day.
 PN0647
 PN0647.The orthometric height was determined by differential leveling and
 PN0647.adjusted by the WI DEPT OF TRANSP
 PN0647.in May 2012.
 PN0647
 PN0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0647.GEOID18 height accuracy estimate available here.
 PN0647
 PN0647.Click photographs - Photos may exist for this station.
 PN0647
 PN0647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN0647
 PN0647.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0647
 PN0647.The ellipsoidal height was determined by GPS observations
 PN0647.and is referenced to NAD 83.
 PN0647
 PN0647.The dynamic height is computed by dividing the NAVD 88
 PN0647.geopotential number by the normal gravity value computed on the
 PN0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0647.degrees latitude (g = 980.6199 gals.).
 PN0647
 PN0647.The modeled gravity was interpolated from observed gravity values.
 PN0647
 PN0647. The following values were computed from the NAD 83(2011) position.
 PN0647
 PN0647;                    North         East     Units Scale Factor Converg.
 PN0647;SPC WI C     -    51,368.215   738,633.449   MT  0.99999405   +1 13 31.8
 PN0647;SPC WI C     -   168,530.55  2,423,333.24   sFT  0.99999405   +1 13 31.8
 PN0647;UTM  16      - 4,904,000.961   399,210.095   MT  0.99972493   -0 52 55.2
 PN0647
 PN0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0647!SPC WI C     -   0.99997414  x   0.99999405  =   0.99996819
 PN0647!UTM  16      -   0.99997414  x   0.99972493  =   0.99969908
 PN0647
 PN0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9921004000(NAD 83)
 PN0647
 PN0647                          SUPERSEDED SURVEY CONTROL
 PN0647
 PN0647  NAVD 88 (04/20/07)  201.108  (m)          659.80   (f) SUPERSEDED  2 1
 PN0647  NAVD 88 (05/16/03)  201.130  (m)          659.87   (f) SUPERSEDED  2 1
 PN0647  NAVD 88 (06/15/91)  201.128  (m)          659.87   (f) SUPERSEDED  1 0
 PN0647
 PN0647.Superseded values are not recommended for survey control.
 PN0647
 PN0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0647.See file dsdata.pdf to determine how the superseded data were derived.
 PN0647
 PN0647_MARKER: DB = BENCH MARK DISK
 PN0647_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PN0647_SP_SET: SEAWALL
 PN0647_STAMPING: CEK 1 L24
 PN0647_MARK LOGO: USACE
 PN0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0647+STABILITY: SURFACE MOTION
 PN0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0647+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 PN0647
 PN0647  HISTORY     - Date     Condition        Report By
 PN0647  HISTORY     - UNK      MONUMENTED       USACE
 PN0647  HISTORY     - 1974     GOOD             NOS
 PN0647  HISTORY     - 19991105 GOOD             USPSQD
 PN0647  HISTORY     - 20010712 GOOD             WIDT
 PN0647  HISTORY     - 20030625 GOOD             USPSQD
 PN0647  HISTORY     - 20050802 GOOD             WIDT
 PN0647  HISTORY     - 20220804 GOOD             DJHENK
 PN0647
 PN0647                          STATION DESCRIPTION
 PN0647
 PN0647'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0647'IN KAUKAUNA.
 PN0647'IN KAUKAUNA, ON THE WEST SIDE OF LOCK NO. 2, 66.3 FT. SOUTHWESTERLY OF
 PN0647'SOUTHWEST CORNER OF PORCH OF STORAGE BUILDING, 24 FT. WEST OF UPPER
 PN0647'GATE LOCK, 2.5 FT. SOUTHWEST OF NORTHEAST FACE OF ANGLE IN LOCK WALL,
 PN0647'2.0 FT. NORTHWEST OF THE SOUTHWEST FACE OF LOCK WALL, AND SET INTO
 PN0647'THE CONCRETE WALKWAY.
 PN0647
 PN0647                          STATION RECOVERY (1999)
 PN0647
 PN0647'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0647'RECOVERED IN GOOD CONDITION.
 PN0647
 PN0647                          STATION RECOVERY (2001)
 PN0647
 PN0647'RECOVERY NOTE BY WI DEPT OF TRANSP 2001
 PN0647'THE STATION IS LOCATED ABOUT 33 KM SOUTHWEST OF GREEN BAY AND 12 KM
 PN0647'EAST OF APPLETON. OWNERSHIP--US CORPS OF ENGINEERS.  TO REACH THE
 PN0647'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 55
 PN0647'ABOUT 1 KM EAST OF THE CITY OF KAUKAUNA,  GO SOUTHEAST ON STATE
 PN0647'HIGHWAY 55 FOR 1.3 KM TO STATE HIGHWAY 96 (LAWE STREET), TURN RIGHT
 PN0647'AND GO SOUTHEAST ON LAWE STREET FOR 0.8 KM TO CATHERINE STREET, TURN
 PN0647'LEFT AND GO SOUTH ON CATHERINE STREET FOR 0.3 KM TO CANAL STREET,
 PN0647'TURN LEFT AND GO EAST ON CANAL STREET FOR 0.2 KM TO GATED SECURITY
 PN0647'AREA, STATION IS INSIDE SECURITY FENCE ON NORTH SEAWALL AT
 PN0647'WESTERNMOST LOCK.  THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS
 PN0647'BENCH MARK DISK SET IN THE TOP OF A CONCRETE SEAWALL.  THE STATION IS
 PN0647'22.8 METERS WEST OF SOUTHWEST CORNER OF WOODEN GATE HOUSE, 19.7
 PN0647'METERS WEST OF FLAGPOLE, 13.9 METERS NORTH OF SIGN--LOCK OPERATIONS
 PN0647'SCHEDULE--, 9.2 METERS SOUTH OF WOODEN LIGHT POLE,  4.0 METERS EAST
 PN0647'OF WEST END OF WIRE MESH FENCE ,  0.6 METERS NORTH OF SOUTH FACE OF
 PN0647'SEAWALL AND 2.1 METERS SOUTHEAST OF A WHITE PLASTIC WITNESS
 PN0647'POST.---NOTE---TREES OBSTRUCT IN THE NORTHWEST QUADRANT TO 20
 PN0647'DEGREES, POWER LINES IN THE NORTHEAST QUADRANT TO 20 DEGREES.
 PN0647
 PN0647                          STATION RECOVERY (2003)
 PN0647
 PN0647'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0647'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 PN0647'
 PN0647
 PN0647                          STATION RECOVERY (2005)
 PN0647
 PN0647'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0647'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 1974 DESCRIPTION--THE
 PN0647'STATION IS ON THE WEST SIDE OF LOCK NO. 1 (NOT LOCK NO. 2).  ADD-- THE
 PN0647'STATION IS 3.4 M SOUTHEAST OF THE NORTHWESTERN TURNSTILE.  NOTE--
 PN0647'THERE IS NO WITNESS POST PRESENT.  KEYS FOR THE SECURITY FENCE ARE
 PN0647'AVAILABLE AT THE USACE FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE
 PN0647'STREET, KAUKAUNA, 920-766-3531.
 PN0647
 PN0647                          STATION RECOVERY (2022)
 PN0647
 PN0647'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2022 (DJH)
 PN0647'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0648 ***********************************************************************
 PN0648  DESIGNATION -  CEK 2 L 24
 PN0648  PID         -  PN0648
 PN0648  STATE/COUNTY-  WI/OUTAGAMIE
 PN0648  COUNTRY     -  US
 PN0648  USGS QUAD   -  KAUKAUNA (2018)
 PN0648
 PN0648                         *CURRENT SURVEY CONTROL
 PN0648  ______________________________________________________________________
 PN0648* NAD 83(1986) POSITION- 44 16 57.5    (N) 088 15 32.1    (W)   HD_HELD2
 PN0648* NAVD 88 ORTHO HEIGHT -   197.188 (meters)      646.94  (feet) ADJUSTED
 PN0648  ______________________________________________________________________
 PN0648  GEOID HEIGHT    -        -36.229 (meters)                     GEOID18
 PN0648  DYNAMIC HEIGHT  -        197.157 (meters)      646.84  (feet) COMP
 PN0648  MODELED GRAVITY -    980,456.4   (mgal)                       NAVD 88
 PN0648
 PN0648  VERT ORDER      -  SECOND    CLASS I
 PN0648
 PN0648.The horizontal coordinates were established by autonomous hand held GPS
 PN0648.observations and have an estimated accuracy of +/- 10 meters.
 PN0648
 PN0648.The orthometric height was determined by differential leveling and
 PN0648.adjusted by the WI DEPT OF TRANSP
 PN0648.in May 2012.
 PN0648
 PN0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0648.GEOID18 height accuracy estimate available here.
 PN0648
 PN0648.Click photographs - Photos may exist for this station.
 PN0648
 PN0648.The dynamic height is computed by dividing the NAVD 88
 PN0648.geopotential number by the normal gravity value computed on the
 PN0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0648.degrees latitude (g = 980.6199 gals.).
 PN0648
 PN0648.The modeled gravity was interpolated from observed gravity values.
 PN0648
 PN0648;                    North         East    Units  Estimated Accuracy
 PN0648;SPC WI C     -    51,416.      738,970.      MT  (+/- 10 meters HH2 GPS)
 PN0648
 PN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9954704036(NAD 83)
 PN0648
 PN0648                          SUPERSEDED SURVEY CONTROL
 PN0648
 PN0648  NAVD 88 (04/20/07)  197.152  (m)          646.82   (f) SUPERSEDED  2 1
 PN0648  NAVD 88 (06/15/91)  197.175  (m)          646.90   (f) SUPERSEDED  1 0
 PN0648
 PN0648.Superseded values are not recommended for survey control.
 PN0648
 PN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0648.See file dsdata.pdf to determine how the superseded data were derived.
 PN0648
 PN0648_MARKER: DB = BENCH MARK DISK
 PN0648_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0648_SP_SET: WALKWAY
 PN0648_STAMPING: CEK 2 L 24
 PN0648_MARK LOGO: USACE
 PN0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0648+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0648
 PN0648  HISTORY     - Date     Condition        Report By
 PN0648  HISTORY     - UNK      MONUMENTED       USACE
 PN0648  HISTORY     - 1974     GOOD             NOS
 PN0648  HISTORY     - 19991105 GOOD             USPSQD
 PN0648  HISTORY     - 20010531 GOOD             WIDT
 PN0648  HISTORY     - 20050802 GOOD             WIDT
 PN0648
 PN0648                          STATION DESCRIPTION
 PN0648
 PN0648'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0648'IN KAUKAUNA.
 PN0648'IN KAUKAUNA, ON THE WEST SIDE OF LOCK NO. 2, 45 FT. SOUTH OF THE LOCK
 PN0648'TENDERS BUILDING, 25 FT. SOUTHWEST OF THE UPPER GATE, 2.25 FT.
 PN0648'SOUTHWEST OF THE NORTHEAST FACE OF ANGLE IN WALL, 1.6 FT. NORTHWEST
 PN0648'OF SOUTHEAST FACE OF LOCK WALL, AND SET INTO THE CONCRETE WALKWAY.
 PN0648
 PN0648                          STATION RECOVERY (1999)
 PN0648
 PN0648'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0648'RECOVERED IN GOOD CONDITION.
 PN0648
 PN0648                          STATION RECOVERY (2001)
 PN0648
 PN0648'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0648'THE STATION IS LOCATED ABOUT 32 KM SOUTHWEST OF GREEN BAY AND 12 KM
 PN0648'EAST OF APPLETON. OWNERSHIP--US ARMY CORPS OF ENGINEERS. TO REACH THE
 PN0648'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 55,
 PN0648'ABOUT 1 KM NORTH OF KAUKAUNA, GO SOUTHEAST ON STATE HIGHWAY 55 FOR
 PN0648'1.3 KM TO STATE HIGHWAY 96 (LAWE STREET), TURN RIGHT AND GO SOUTHWEST
 PN0648'ON LAWE STEEET FOR 0.8 KM TO CATHERINE STREET, TURN LEFT AND GO SOUTH
 PN0648'ON CATHERINE STREET FOR 0.3 KM TO CANAL STREET, TURN LEFT AND GO EAST
 PN0648'ON CANAL STREET FOR 0.2 KM TO GATED ACCESS ROAD, ---NOTE---KEYS ARE
 PN0648'NEEDED TO OPEN GATE, CONTINUE EAST ON ACCESS ROAD FOR 0.3 KM TO LOCK
 PN0648'2, STATION IS INSIDE SECURITY FENCE ON NORTH SEAWALL AT WESTERNMOST
 PN0648'LOCK. THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS BENCH MARK
 PN0648'DISK SET IN THE TOP OF A CONCRETE SEAWALL. THE STATION IS 33.4 METERS
 PN0648'WEST OF A FLAGPOLE, 17.0 METERS SOUTHWEST OF 35-CM DIAMETER MAPLE
 PN0648'TREE, 14.0 METERS SOUTHEAST OF SOUTHEAST CORNER OF METAL UTILITY
 PN0648'SHED, 12.8 METERS SOUTH OF A CHAIN LINK FENCE, 0.5 METERS NORTH OF
 PN0648'SOUTHFACE OF SEAWALL AND 4.1 METERS SOUTHWEST OF A WHITE PLASTIC
 PN0648'WITNESS POST. ---NOTE---TREES OBSTRUCTING TO THE NORTHWEST QUADRANT
 PN0648'EXTENDING TO 45 DEGREES AND TREES TO THE NORTHEAST QUADRANT EXTENDING
 PN0648'TO 40 DEGREES.
 PN0648
 PN0648                          STATION RECOVERY (2005)
 PN0648
 PN0648'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0648'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3.3 M SOUTHWEST OF
 PN0648'THE NORTHWESTERN TURNSTILE.  NOTE-- KEYS FOR THE SECURITY FENCE ARE
 PN0648'AVAILABLE AT THE USACE FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE
 PN0648'STREET, KAUKAUNA, 920-766-3531.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0649 ***********************************************************************
 PN0649  DESIGNATION -  CEK 3 L 23
 PN0649  PID         -  PN0649
 PN0649  STATE/COUNTY-  WI/OUTAGAMIE
 PN0649  COUNTRY     -  US
 PN0649  USGS QUAD   -  KAUKAUNA (2018)
 PN0649
 PN0649                         *CURRENT SURVEY CONTROL
 PN0649  ______________________________________________________________________
 PN0649* NAD 83(1986) POSITION- 44 17 00.5    (N) 088 15 22.4    (W)   HD_HELD2
 PN0649* NAVD 88 ORTHO HEIGHT -   194.061 (meters)      636.68  (feet) ADJUSTED
 PN0649  ______________________________________________________________________
 PN0649  GEOID HEIGHT    -        -36.229 (meters)                     GEOID18
 PN0649  DYNAMIC HEIGHT  -        194.030 (meters)      636.58  (feet) COMP
 PN0649  MODELED GRAVITY -    980,456.5   (mgal)                       NAVD 88
 PN0649
 PN0649  VERT ORDER      -  SECOND    CLASS I
 PN0649
 PN0649.The horizontal coordinates were established by autonomous hand held GPS
 PN0649.observations and have an estimated accuracy of +/- 10 meters.
 PN0649
 PN0649.The orthometric height was determined by differential leveling and
 PN0649.adjusted by the WI DEPT OF TRANSP
 PN0649.in May 2012.
 PN0649
 PN0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0649.GEOID18 height accuracy estimate available here.
 PN0649
 PN0649.Click photographs - Photos may exist for this station.
 PN0649
 PN0649.The dynamic height is computed by dividing the NAVD 88
 PN0649.geopotential number by the normal gravity value computed on the
 PN0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0649.degrees latitude (g = 980.6199 gals.).
 PN0649
 PN0649.The modeled gravity was interpolated from observed gravity values.
 PN0649
 PN0649;                    North         East    Units  Estimated Accuracy
 PN0649;SPC WI C     -    51,513.      739,183.      MT  (+/- 10 meters HH2 GPS)
 PN0649
 PN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9976404125(NAD 83)
 PN0649
 PN0649                          SUPERSEDED SURVEY CONTROL
 PN0649
 PN0649  NAVD 88 (04/20/07)  194.024  (m)          636.56   (f) SUPERSEDED  2 1
 PN0649  NAVD 88 (05/16/03)  194.049  (m)          636.64   (f) SUPERSEDED  2 1
 PN0649  NAVD 88 (06/15/91)  194.047  (m)          636.64   (f) SUPERSEDED  1 0
 PN0649
 PN0649.Superseded values are not recommended for survey control.
 PN0649
 PN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0649.See file dsdata.pdf to determine how the superseded data were derived.
 PN0649
 PN0649_MARKER: DB = BENCH MARK DISK
 PN0649_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PN0649_SP_SET: SEAWALL
 PN0649_STAMPING: CEK 3 L 23
 PN0649_MARK LOGO: USACE
 PN0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0649+STABILITY: SURFACE MOTION
 PN0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0649+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0649
 PN0649  HISTORY     - Date     Condition        Report By
 PN0649  HISTORY     - 1974     MONUMENTED       USACE
 PN0649  HISTORY     - 1974     GOOD             NOS
 PN0649  HISTORY     - 19991105 GOOD             USPSQD
 PN0649  HISTORY     - 20010531 GOOD             WIDT
 PN0649  HISTORY     - 20050802 GOOD             WIDT
 PN0649
 PN0649                          STATION DESCRIPTION
 PN0649
 PN0649'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0649'IN KAUKAUNA.
 PN0649'IN KAUKAUNA, ON THE WEST SIDE OF LOCK NO. 3, 25 FT. SOUTHWEST OF THE
 PN0649'UPPER GATE, 6.8 FT. NORTHEAST OF A NAVIGATION LIGHT, 2.3 FT. NORTHWEST
 PN0649'OF THE SOUTHEAST FACE OF THE LOCK WALL, 2.1 FT. SOUTHWEST OF THE
 PN0649'NORTHEAST ANGLE IN WALL, AND SET INTO THE CONCRETE WALKWAY.
 PN0649
 PN0649                          STATION RECOVERY (1999)
 PN0649
 PN0649'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0649'RECOVERED IN GOOD CONDITION.
 PN0649
 PN0649                          STATION RECOVERY (2001)
 PN0649
 PN0649'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0649'THE STATION IS LOCATED ABOUT 37 KM SOUTHWEST OF GREEN BAY, 29 KM
 PN0649'NORTHEAST OF OSHKOSH, AND 13 KM EAST OF APPLETON.  OWNERSHIP--US ARMY
 PN0649'CORPS OF ENGINEERS.  TO REACH THE STATION FROM THE JUNCTION OF US
 PN0649'HIGHWAY 41 WITH STATE HIGHWAY 55 ABOUT 2.4 KM NORTH OF THE CITY OF
 PN0649'KAUKAUNA, GO SOUTHEAST ON STATE HIGHWAY 55 FOR 1.3 KM TO STATE
 PN0649'HIGHWAY 96 ON THE LEFT, TURN LEFT AND GO EAST ON STATE HIGHWAY 96 FOR
 PN0649'0.3 KM TO PLANK ROAD ON THE LEFT, TURN LEFT AND GO EAST ON PLANK ROAD
 PN0649'FOR 0.5 KM TO AUGUSTINE STREET, TURN RIGHT AND GO WEST ON AUGUSTINE
 PN0649'STREET FOR 2.6 KM TO THE US ARMY CORPS OF ENGINEERS FOX RIVER PROJECT
 PN0649'OFFICE ON THE LEFT. THE STATION IS INSIDE A SECURITY FENCE AND IS A
 PN0649'BRONZE US ARMY CORPS OF ENGINEERS BENCH MARK DISK SET IN THE TOP OF
 PN0649'THE CONCRETE SEAWALL NORTH OF THE WEST NAVIGATION CHANNEL LOCK GATE.
 PN0649'THE STATION IS 24.0 METERS SOUTHEAST OF THE CENTER OF THE CLOSED
 PN0649'DRYDOCK GATE, 31.5 METERS SOUTHWEST OF THE WOOD GATEKEEPERS HOUSE,
 PN0649'47.7 METERS SOUTHWEST OF A 70-CM DIAMETER MAPLE TREE AND O.7 METERS
 PN0649'NORTH OF THE SOUTH FACE OF THE NORTH SEAWALL. ---NOTE1---THE STATION
 PN0649'HAS OBSTRUCTIONS AT 20 DEGREES FROM 25 DEGREES AZIMUTH TO 75 DEGREES
 PN0649'AZIMUTH, OBSTRUCTIONS UP TO 18 DEGREES FROM 105 DEGREES AZIMUTH TO
 PN0649'170 DEGREES AZIMUTH, OBSTRUCTIONS AT 15 DEGREES FROM 270 DEGREES
 PN0649'AZIMUTH TO 320 DEGREES AZIMUTH. A COMMUNICATIONS TOWER IS A 20 DEGREE
 PN0649'OBSTRUCTION AT 270 DEGREES AZIMUTH.  ---NOTE2---KEYS ARE NEEDED TO
 PN0649'OPEN SECURITY FENCE OR CHECK IN PROJECT OFFICE FOR ACCESS.
 PN0649
 PN0649                          STATION RECOVERY (2005)
 PN0649
 PN0649'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0649'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 7.8 M SOUTH OF THE
 PN0649'HINGED END OF THE SOUTHWEST LOCK GATE, 2.8 M SOUTHEAST OF THE
 PN0649'SOUTHEASTERN TURNSTILE, 45 CM SOUTH OF AN EAST-WEST BLUE PAINTED
 PN0649'HANDRAIL, AND 30 CM WEST OF A NORTHEAST-SOUTHWEST BLUE PAINTED
 PN0649'HANDRAIL.  NOTE-- KEYS FOR THE SECURITY FENCE ARE AVAILABLE AT THE
 PN0649'USACE FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE STREET, KAUKAUNA,
 PN0649'920-766-3531.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0650 ***********************************************************************
 PN0650  DESIGNATION -  CEK 4 L 23
 PN0650  PID         -  PN0650
 PN0650  STATE/COUNTY-  WI/OUTAGAMIE
 PN0650  COUNTRY     -  US
 PN0650  USGS QUAD   -  KAUKAUNA (2018)
 PN0650
 PN0650                         *CURRENT SURVEY CONTROL
 PN0650  ______________________________________________________________________
 PN0650* NAD 83(1986) POSITION- 44 17 04.3    (N) 088 15 11.6    (W)   HD_HELD2
 PN0650* NAVD 88 ORTHO HEIGHT -   190.991 (meters)      626.61  (feet) ADJUSTED
 PN0650  ______________________________________________________________________
 PN0650  GEOID HEIGHT    -        -36.228 (meters)                     GEOID18
 PN0650  DYNAMIC HEIGHT  -        190.961 (meters)      626.51  (feet) COMP
 PN0650  MODELED GRAVITY -    980,456.8   (mgal)                       NAVD 88
 PN0650
 PN0650  VERT ORDER      -  SECOND    CLASS I
 PN0650
 PN0650.The horizontal coordinates were established by autonomous hand held GPS
 PN0650.observations and have an estimated accuracy of +/- 10 meters.
 PN0650
 PN0650.The orthometric height was determined by differential leveling and
 PN0650.adjusted by the WI DEPT OF TRANSP
 PN0650.in May 2012.
 PN0650
 PN0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0650.GEOID18 height accuracy estimate available here.
 PN0650
 PN0650.Click photographs - Photos may exist for this station.
 PN0650
 PN0650.The dynamic height is computed by dividing the NAVD 88
 PN0650.geopotential number by the normal gravity value computed on the
 PN0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0650.degrees latitude (g = 980.6199 gals.).
 PN0650
 PN0650.The modeled gravity was interpolated from observed gravity values.
 PN0650
 PN0650;                    North         East    Units  Estimated Accuracy
 PN0650;SPC WI C     -    51,636.      739,419.      MT  (+/- 10 meters HH2 GPS)
 PN0650
 PN0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0000504239(NAD 83)
 PN0650
 PN0650                          SUPERSEDED SURVEY CONTROL
 PN0650
 PN0650  NAVD 88 (04/20/07)  190.955  (m)          626.49   (f) SUPERSEDED  2 1
 PN0650  NAVD 88 (06/15/91)  190.981  (m)          626.58   (f) SUPERSEDED  1 0
 PN0650
 PN0650.Superseded values are not recommended for survey control.
 PN0650
 PN0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0650.See file dsdata.pdf to determine how the superseded data were derived.
 PN0650
 PN0650_MARKER: DB = BENCH MARK DISK
 PN0650_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0650_SP_SET: WALKWAY
 PN0650_STAMPING: CEK 4 L 23
 PN0650_MARK LOGO: USACE
 PN0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0650+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0650
 PN0650  HISTORY     - Date     Condition        Report By
 PN0650  HISTORY     - UNK      MONUMENTED       USACE
 PN0650  HISTORY     - 1974     GOOD             NOS
 PN0650  HISTORY     - 19991105 GOOD             USPSQD
 PN0650  HISTORY     - 20010531 GOOD             WIDT
 PN0650  HISTORY     - 20030625 GOOD             USPSQD
 PN0650  HISTORY     - 20050802 GOOD             WIDT
 PN0650
 PN0650                          STATION DESCRIPTION
 PN0650
 PN0650'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0650'IN KAUKAUNA.
 PN0650'IN KAUKAUNA, ON THE WEST SIDE OF LOCK NO. 4, 25 FT. SOUTHWEST OF THE
 PN0650'UPPER GATE, 12.2 FT. NORTHEAST OF NAVIGATION LIGHT, 2.7 FT. SOUTHEAST
 PN0650'OF NORTHEAST FACE OF ANGLE IN WALL, 2.25 FT. NORTHWEST OF SOUTHWEST
 PN0650'FACE OF LOCK WALL, AND SET INTO THE CONCRETE WALKWAY.
 PN0650
 PN0650                          STATION RECOVERY (1999)
 PN0650
 PN0650'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0650'RECOVERED IN GOOD CONDITION.
 PN0650
 PN0650                          STATION RECOVERY (2001)
 PN0650
 PN0650'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0650'THE STATION IS LOCATED ABOUT 52 KM NORTHWEST OF MANITOWOC  AND 13 KM
 PN0650'EAST OF APPLETON. OWNERSHIP--US ARMY CORPS OF ENGINEERS. TO REACH THE
 PN0650'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 55
 PN0650'ABOUT 1 KM NORTHEAST OF THE CITY OF KAUKAUNA, GO SOUTHEAST ON STATE
 PN0650'HIGHWAY 55 FOR 1.3 KM TO STATE HIGHWAY 96, TURN LEFT AND GO EAST ON
 PN0650'STATE HIGHWAY 96 FOR 0.3 KM TO PLANC ROAD, GO EAST ON PLANC ROAD FOR
 PN0650'0.8 KM TO AUGUSTINE STREET, TURN RIGHT AND GO WEST ON AUGUSTINE
 PN0650'STREET FOR 2.3 KM TO ACCESS GATE ON THE LEFT, AND THE STATION IS
 PN0650'LOCATED INSIDE THE SECURITY GATE ON A SEAWALL IN NORTH SIDE OF
 PN0650'WESTERN MOST LOCK. THE STATION IS A BRONZE US ARMY CORPS OF ENGINEERS
 PN0650'BENCH MARK DISK SET IN THE TOP OF A CONCRETE SEAWALL. THE STATION IS
 PN0650'19.5 METERS NORTHWEST OF SIGN --KAUKAUNA LOCK 4--, 10.6 METERS WEST
 PN0650'OF WOOD LIGHT POLE, 7.8 METERS NORTHWEST OF THE CENTERLINE OF WESTERN
 PN0650'MOST LOCK GATE (CLOSED), 6.6 METERS SOUTHEAST OF SOUTHWEST CORNER OF
 PN0650'WOOD GATE KEEPERS BUILDING, 5.0 METERS SOUTH OF SOUTHEAST CORNER OF
 PN0650'WOOD GATE KEEPERS BUILDING, 0.7 METERS NORTH OF SOUTH FACE OF SEAWALL
 PN0650'AND 1.9 METERS SOUTH OF A WHITE PLASTIC WITNESS POST. ---NOTE---TREES
 PN0650'OBSTRUCTING TO THE NORTH EXTENDING TO 65 DEGREES AND POWER LINES OT
 PN0650'THE SOUTH EXTENDING TO 40 DEGREES.
 PN0650
 PN0650                          STATION RECOVERY (2003)
 PN0650
 PN0650'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0650'RECOVERED IN GOOD CONDITION.
 PN0650
 PN0650                          STATION RECOVERY (2005)
 PN0650
 PN0650'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0650'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 PN0650'POST PRESENT.  KEYS FOR THE SECURITY FENCE ARE AVAILABLE AT THE USACE
 PN0650'FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE STREET, KAUKAUNA,
 PN0650'920-766-3531.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0651 ***********************************************************************
 PN0651  DESIGNATION -  CEK 5 L 23
 PN0651  PID         -  PN0651
 PN0651  STATE/COUNTY-  WI/OUTAGAMIE
 PN0651  COUNTRY     -  US
 PN0651  USGS QUAD   -  WRIGHTSTOWN (2018)
 PN0651
 PN0651                         *CURRENT SURVEY CONTROL
 PN0651  ______________________________________________________________________
 PN0651* NAD 83(1986) POSITION- 44 17 12.19   (N) 088 14 49.36   (W)   HD_HELD1
 PN0651* NAVD 88 ORTHO HEIGHT -   187.898 (meters)      616.46  (feet) ADJUSTED
 PN0651  ______________________________________________________________________
 PN0651  GEOID HEIGHT    -        -36.226 (meters)                     GEOID18
 PN0651  DYNAMIC HEIGHT  -        187.868 (meters)      616.36  (feet) COMP
 PN0651  MODELED GRAVITY -    980,457.3   (mgal)                       NAVD 88
 PN0651
 PN0651  VERT ORDER      -  SECOND    CLASS I
 PN0651
 PN0651.The horizontal coordinates were determined by differentially corrected
 PN0651.hand held GPS observations or other comparable positioning techniques
 PN0651.and have an estimated accuracy of +/- 3 meters.
 PN0651
 PN0651.The orthometric height was determined by differential leveling and
 PN0651.adjusted by the WI DEPT OF TRANSP
 PN0651.in May 2012.
 PN0651
 PN0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0651.GEOID18 height accuracy estimate available here.
 PN0651
 PN0651.Click photographs - Photos may exist for this station.
 PN0651
 PN0651.The dynamic height is computed by dividing the NAVD 88
 PN0651.geopotential number by the normal gravity value computed on the
 PN0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0651.degrees latitude (g = 980.6199 gals.).
 PN0651
 PN0651.The modeled gravity was interpolated from observed gravity values.
 PN0651
 PN0651;                    North         East    Units  Estimated Accuracy
 PN0651;SPC WI C     -    51,889.6     739,907.2     MT  (+/- 3 meters HH1 GPS) 
 PN0651
 PN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0050104475(NAD 83)
 PN0651
 PN0651                          SUPERSEDED SURVEY CONTROL
 PN0651
 PN0651  NAVD 88 (04/20/07)  187.861  (m)          616.34   (f) SUPERSEDED  2 1
 PN0651  NAVD 88 (06/15/91)  187.889  (m)          616.43   (f) SUPERSEDED  1 0
 PN0651
 PN0651.Superseded values are not recommended for survey control.
 PN0651
 PN0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0651.See file dsdata.pdf to determine how the superseded data were derived.
 PN0651
 PN0651_MARKER: DB = BENCH MARK DISK
 PN0651_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0651_SP_SET: WALKWAY
 PN0651_STAMPING: CEK 5 L 23
 PN0651_MARK LOGO: USACE
 PN0651_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0651+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0651
 PN0651  HISTORY     - Date     Condition        Report By
 PN0651  HISTORY     - UNK      MONUMENTED       USACE
 PN0651  HISTORY     - 1974     GOOD             NOS
 PN0651  HISTORY     - 19991105 GOOD             USPSQD
 PN0651  HISTORY     - 20010531 GOOD             WIDT
 PN0651  HISTORY     - 20050802 GOOD             WIDT
 PN0651
 PN0651                          STATION DESCRIPTION
 PN0651
 PN0651'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0651'IN KAUKAUNA.
 PN0651'IN KAUKAUNA, ON THE WEST SIDE OF LOC NO. 5, 23.7 FT. SOUTHWEST OF THE
 PN0651'LOWER GATE, 6.6 FT. NORTHEAST OF A RED NAVIGATION LIGHT, 3.5 FT.
 PN0651'NORTHWEST OF SOUTHEAST FACE OF LOCK WALL, AND SET IN THE LOCK CONCRETE
 PN0651'WALKWAY.
 PN0651
 PN0651                          STATION RECOVERY (1999)
 PN0651
 PN0651'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0651'RECOVERED IN GOOD CONDITION.
 PN0651
 PN0651                          STATION RECOVERY (2001)
 PN0651
 PN0651'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0651'THE STATION IS LOCATED ABOUT 32 KM SOUTHWEST OF GREEN BAY AND 13 KM
 PN0651'EAST OF APPLETON. OWNERSHIP--US ARMY CORPS OF ENGINEERS. TO REACH THE
 PN0651'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 55
 PN0651'ABOUT 1 KM NORTH OF THE CITY OF KAUKAUNA, GO SOUTHEAST ON STATE
 PN0651'HIGHWAY 55 FOR 1.3 KM TO STATE HIGHWAY 96, TURN LEFT AND GO EAST ON
 PN0651'STATE HIGHWAY 96 FOR 0.3 KM TO PLANC ROAD, GO EAST ON PLANC ROAD FOR
 PN0651'0.8 KM TO AUGUSTINE STREET, TURN RIGHT AND GO WEST ON AUGUSTINE
 PN0651'STREET FOR 0.2 KM TO ACCESS GATE ON LEFT, ON FOOT GO NORTH ON ACCESS
 PN0651'ROAD FOR 80 METERS TO GATE IN SECURITY FENCE  AND THE STATION LOCATED
 PN0651'INSIDE SECURITY FENCE ON NORTH SIDE OF WESTERN MOST LOCK. THE STATION
 PN0651'IS A BRONZE US ARMY CORPS OF ENGINEERS BENCH MARK DISK SET IN THE TOP
 PN0651'OF A CONCRETE WALKWAY. THE STATION IS 7.6 METERS NORTHWEST OF THE
 PN0651'CENTERLINE OF WESTERNMOST LOCK GATE (CLOSED), 22.8 METERS WEST OF
 PN0651'SOUTHWEST CORNER OF SMALL METAL UTILITY BUILDING, 11.0 METERS SOUTH
 PN0651'OF 40-CM DIAMETER BEECH TREE, 8.6 METERS SOUTHEAST OF A FLAGPOLE, 1.0
 PN0651'METER NORTH OF SOUTH FACE OF SEAWALL  AND 2.1 METERS SOUTHEAST OF A
 PN0651'WHITE PLASTIC WITNESS POST. ---NOTE---TREES OBSTRUCTING ALL QUADRANTS
 PN0651'UP TO 20 DEGREES EXCEPT NORTH TO 45 DEGREES.
 PN0651
 PN0651                          STATION RECOVERY (2005)
 PN0651
 PN0651'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0651'RECOVERED IN GOOD CONDITION.  NOTE-- KEYS FOR THE SECURITY FENCE ARE
 PN0651'AVAILABLE AT THE USACE FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE
 PN0651'STREET, KAUKAUNA, 920-766-3531.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0659 ***********************************************************************
 PN0659  DESIGNATION -  CEL 2 L 26
 PN0659  PID         -  PN0659
 PN0659  STATE/COUNTY-  WI/OUTAGAMIE
 PN0659  COUNTRY     -  US
 PN0659  USGS QUAD   -  KAUKAUNA (2018)
 PN0659
 PN0659                         *CURRENT SURVEY CONTROL
 PN0659  ______________________________________________________________________
 PN0659* NAD 83(1986) POSITION- 44 16 32.6    (N) 088 18 50.8    (W)   HD_HELD2
 PN0659* NAVD 88 ORTHO HEIGHT -   211.829 (meters)      694.98  (feet) ADJUSTED
 PN0659  ______________________________________________________________________
 PN0659  GEOID HEIGHT    -        -36.254 (meters)                     GEOID18
 PN0659  DYNAMIC HEIGHT  -        211.795 (meters)      694.86  (feet) COMP
 PN0659  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 PN0659
 PN0659  VERT ORDER      -  SECOND    CLASS I
 PN0659
 PN0659.The horizontal coordinates were established by autonomous hand held GPS
 PN0659.observations and have an estimated accuracy of +/- 10 meters.
 PN0659
 PN0659.The orthometric height was determined by differential leveling and
 PN0659.adjusted by the WI DEPT OF TRANSP
 PN0659.in May 2012.
 PN0659
 PN0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0659.GEOID18 height accuracy estimate available here.
 PN0659
 PN0659.Click photographs - Photos may exist for this station.
 PN0659
 PN0659.The dynamic height is computed by dividing the NAVD 88
 PN0659.geopotential number by the normal gravity value computed on the
 PN0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0659.degrees latitude (g = 980.6199 gals.).
 PN0659
 PN0659.The modeled gravity was interpolated from observed gravity values.
 PN0659
 PN0659;                    North         East    Units  Estimated Accuracy
 PN0659;SPC WI C     -    50,555.      734,581.      MT  (+/- 10 meters HH2 GPS)
 PN0659
 PN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9513103337(NAD 83)
 PN0659
 PN0659                          SUPERSEDED SURVEY CONTROL
 PN0659
 PN0659  NAVD 88 (04/20/07)  211.793  (m)          694.86   (f) SUPERSEDED  2 1
 PN0659  NAVD 88 (05/16/03)  211.815  (m)          694.93   (f) SUPERSEDED  2 1
 PN0659  NAVD 88 (06/15/91)  211.821  (m)          694.95   (f) SUPERSEDED  1 0
 PN0659
 PN0659.Superseded values are not recommended for survey control.
 PN0659
 PN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0659.See file dsdata.pdf to determine how the superseded data were derived.
 PN0659
 PN0659_MARKER: DB = BENCH MARK DISK
 PN0659_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PN0659_SP_SET: SEAWALL
 PN0659_STAMPING: CEL 2 L 26
 PN0659_MARK LOGO: USACE
 PN0659_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0659+STABILITY: SURFACE MOTION
 PN0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0659+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0659
 PN0659  HISTORY     - Date     Condition        Report By
 PN0659  HISTORY     - UNK      MONUMENTED       USACE
 PN0659  HISTORY     - 1974     GOOD             NOS
 PN0659  HISTORY     - 1990     GOOD             USPSQD
 PN0659  HISTORY     - 19991106 GOOD             USPSQD
 PN0659  HISTORY     - 20010530 GOOD             WIDT
 PN0659  HISTORY     - 20050802 GOOD             WIDT
 PN0659
 PN0659                          STATION DESCRIPTION
 PN0659
 PN0659'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0659'IN LITTLE CHUTE.
 PN0659'IN LITTLE CHUTE, ON THE NORTH SIDE OF THE FOX RIVER, EASTERLY OF THE
 PN0659'BRIDGE AT MADISON ST., AT THE JUNCTION OF MILL AND MONROE STREETS,
 PN0659'EASTERLY OF THE GUARD LOCK AT LOCK NO. 2, NEAR THE UPPER GATE, 6.6 FT.
 PN0659'SOUTH OF THE NORTH FACE OF SOUTH WALL, 2.1 FT. NORTH OF THE NORTHWEST
 PN0659'CORNER OF GUARD BUILDING, AND SET IN THE CONCRETE.
 PN0659
 PN0659                          STATION RECOVERY (1990)
 PN0659
 PN0659'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 PN0659'RECOVERED IN GOOD CONDITION.
 PN0659
 PN0659                          STATION RECOVERY (1999)
 PN0659
 PN0659'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0659'RECOVERED IN GOOD CONDITION.
 PN0659
 PN0659                          STATION RECOVERY (2001)
 PN0659
 PN0659'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0659'THE STATION IS LOCATED ABOUT 36 KM SOUTHWEST OF GREEN BAY AND 8 KM
 PN0659'EAST OF APPLETON. OWNERSHIP--US ARMY CORPS OF ENGINEERS. TO REACH THE
 PN0659'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 55
 PN0659'ABOUT 1 KM NORTH OF THE CITY OF KAUKAUNA, GO SOUTHEAST ON STATE
 PN0659'HIGHWAY 55 FOR 1.3 KM TO STATE HIGHWAY 96, TURN RIGHT AND GO
 PN0659'SOUTHWEST ON STATE HIGHWAY 55 AND STATE HIGHWAY 96 FOR 0.8 KM TO
 PN0659'STATE HIGHWAY 96 ON THE RIGHT, TURN RIGHT AND GO WEST ON STATE
 PN0659'HIGHWAY 96 FOR 4.2 KM TO GRAND STREET, TURN LEFT AND GO SOUTH ON
 PN0659'GRAND STREET 0.2 KM TO MILL STREET, TURN RIGHT AND GO SOUTHWEST ON
 PN0659'MILL STREET 0.1 KM TO CLOSED DRAW BRIDGE, CONTINUE ON FOOT AND CROSS
 PN0659'CLOSED DRAWBRIDGE, TURN LEFT AND GO EAST ALONG THE LEVY FOR 270
 PN0659'METERS TO THE SECURITY FENCE. STATION IS INSIDE SECURITY FENCE ON
 PN0659'SOUTH SIDE OF WESTERNMOST LOCK GATE. THE STATION IS A BRONZE US ARMY
 PN0659'CORPS OF ENGINEER BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 PN0659'SEAWALL. THE STATION IS 11.0 METERS SOUTHWEST OF THE CENTERLINE OF
 PN0659'WEST LOCK GATE (CLOSED), 6.0 METERS EAST OF WEST GATE ON SOUTH SIDE
 PN0659'OF RIVER, 2.0 METERS SOUTH OF NORTH FACE OF SEAWALL, 0.8 METERS
 PN0659'NORTHEAST OF A WHITE PLASTIC WITNESS POST AND 0.7 METERS NORTH OF
 PN0659'NORTHWEST CORNER OF WOODEN GATE HOUSE.    ---NOTE---THIS STATION HAS
 PN0659'QUESTIONABLE GPS SUITABLILITY DUE TO TREES AND A GATE HOUSE
 PN0659'OBSTRUCTING TO THE SOUTHEAST EXTENDING TO 45 DEGREES, TREES TO THE
 PN0659'NORTH EXTENDING TO 18 DEGREES, AND TREES TO THE SOUTHWEST EXTENDING
 PN0659'TO 25 DEGREES.
 PN0659
 PN0659                          STATION RECOVERY (2005)
 PN0659
 PN0659'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0659'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 PN0659'POST PRESENT.  KEYS FOR THE SECURITY FENCE ARE AVAILABLE AT THE USACE
 PN0659'FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE STREET, KAUKAUNA,
 PN0659'920-766-3531.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0656 ***********************************************************************
 PN0656  DESIGNATION -  CEL GL 27
 PN0656  PID         -  PN0656
 PN0656  STATE/COUNTY-  WI/OUTAGAMIE
 PN0656  COUNTRY     -  US
 PN0656  USGS QUAD   -  KAUKAUNA (2018)
 PN0656
 PN0656                         *CURRENT SURVEY CONTROL
 PN0656  ______________________________________________________________________
 PN0656* NAD 83(1986) POSITION- 44 16 35.6    (N) 088 19 02.7    (W)   HD_HELD2
 PN0656* NAVD 88 ORTHO HEIGHT -   211.829 (meters)      694.98  (feet) ADJUSTED
 PN0656  ______________________________________________________________________
 PN0656  GEOID HEIGHT    -        -36.255 (meters)                     GEOID18
 PN0656  DYNAMIC HEIGHT  -        211.795 (meters)      694.86  (feet) COMP
 PN0656  MODELED GRAVITY -    980,452.2   (mgal)                       NAVD 88
 PN0656
 PN0656  VERT ORDER      -  SECOND    CLASS I
 PN0656
 PN0656.The horizontal coordinates were established by autonomous hand held GPS
 PN0656.observations and have an estimated accuracy of +/- 10 meters.
 PN0656
 PN0656.The orthometric height was determined by differential leveling and
 PN0656.adjusted by the WI DEPT OF TRANSP
 PN0656.in May 2012.
 PN0656
 PN0656.No vertical observational check was made to the station.
 PN0656
 PN0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0656.GEOID18 height accuracy estimate available here.
 PN0656
 PN0656.Click photographs - Photos may exist for this station.
 PN0656
 PN0656.The dynamic height is computed by dividing the NAVD 88
 PN0656.geopotential number by the normal gravity value computed on the
 PN0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0656.degrees latitude (g = 980.6199 gals.).
 PN0656
 PN0656.The modeled gravity was interpolated from observed gravity values.
 PN0656
 PN0656;                    North         East    Units  Estimated Accuracy
 PN0656;SPC WI C     -    50,642.      734,315.      MT  (+/- 10 meters HH2 GPS)
 PN0656
 PN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9486803433(NAD 83)
 PN0656
 PN0656                          SUPERSEDED SURVEY CONTROL
 PN0656
 PN0656  NAVD 88 (04/20/07)  211.794  (m)          694.86   (f) SUPERSEDED  2 1
 PN0656  NAVD 88 (06/15/91)  211.815  (m)          694.93   (f) SUPERSEDED  1 0
 PN0656
 PN0656.Superseded values are not recommended for survey control.
 PN0656
 PN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0656.See file dsdata.pdf to determine how the superseded data were derived.
 PN0656
 PN0656_MARKER: DB = BENCH MARK DISK
 PN0656_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PN0656_SP_SET: SEAWALL
 PN0656_STAMPING: CEL GL 27
 PN0656_MARK LOGO: USACE
 PN0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0656+STABILITY: SURFACE MOTION
 PN0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0656+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0656
 PN0656  HISTORY     - Date     Condition        Report By
 PN0656  HISTORY     - UNK      MONUMENTED       USACE
 PN0656  HISTORY     - 1974     GOOD             NOS
 PN0656  HISTORY     - 1990     GOOD             USPSQD
 PN0656  HISTORY     - 19991106 GOOD             USPSQD
 PN0656  HISTORY     - 20010530 GOOD             WIDT
 PN0656  HISTORY     - 20050802 GOOD             WIDT
 PN0656
 PN0656                          STATION DESCRIPTION
 PN0656
 PN0656'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0656'IN LITTLE CHUTE.
 PN0656'IN LITTLE CHUTE, ON THE NORTH SIDE AND EASTERLY OF THE KIMBERLY LITTLE
 PN0656'CHUTE BRIDGE OVER THE FOX RIVER, AT THE JUNCTION OF MILL AND MONROE
 PN0656'STREETS, 53.6 FT. WEST OF THE SOUTHWEST CORNER OF DRAWBRIDGE OVER
 PN0656'CANAL, 38.4 FT. WEST OF NORTHWEST CORNER OF GUARD STATION, 3.4 FT.
 PN0656'SOUTH OF NORTH FACE OF LOCK WALL, AND SET INTO THE CONCRETE.
 PN0656
 PN0656                          STATION RECOVERY (1990)
 PN0656
 PN0656'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 PN0656'RECOVERED IN GOOD CONDITION.
 PN0656
 PN0656                          STATION RECOVERY (1999)
 PN0656
 PN0656'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0656'RECOVERED IN GOOD CONDITION.
 PN0656
 PN0656                          STATION RECOVERY (2001)
 PN0656
 PN0656'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0656'THE STATION IS LOCATED ABOUT 36 KM SOUTHWEST OF GREEN BAY AND 7 KM
 PN0656'EAST OF APPLETON.  OWNERSHIP--US ARMY CORPS OF ENGINEERS. TO REACH
 PN0656'THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 55
 PN0656'ABOUT 1 KM NORTH OF THE CITY OF KAUKAUNA GO SOUTHEAST ON STATE
 PN0656'HIGHWAY 55 FOR 1.3 KM TO STATE HIGHWAY 96, TURN RIGHT AND GO
 PN0656'SOUTHWEST ON STATE HIGHWAY 55 AND STATE HIGHWAY 96 FOR 0.8 KM TO
 PN0656'STATE HIGHWAY 96 ON THE RIGHT, TURN RIGHT AND GO WEST ON STATE
 PN0656'HIGHWAY 96 FOR 4.2 KM TO GRAND STREET, TURN LEFT AND GO SOUTH ON
 PN0656'GRAND STREET FOR 0.2 KM TO MILL STREET, TURN RIGHT AND GO SOUTH ON
 PN0656'MILL STREET FOR 0.1 KM TO CLOSED DRAWBRIDGE, STATION IS INSIDE
 PN0656'SECURITY FENCE ON SOUTH SIDE OF WESTERNMOST LOCK GATE. THE STATION IS
 PN0656'A BRONZE US ARMY CORPS OF ENGINEERS BENCH MARK DISK SET IN THE TOP OF
 PN0656'A CONCRETE SEAWALL. THE STATION IS 8.1 METERS SOUTHWEST OF THE
 PN0656'CENTERLINE OF WEST LOCK GATE (CLOSED), 16.4 METERS SOUTHWEST OF
 PN0656'WOODEN POST -- LITTLE CHUTE GUARD LOCK--, 11.7 METERS WEST OF
 PN0656'NORTHWEST CORNER OF BRICK BUILDING, 9.2 METERS NORTH OF EAST SIDE OF
 PN0656'SOUTH ENTRY GATE, 1.2 METERS SOUTH OF NORTH FACE OF SEAWALL, AND 0.9
 PN0656'METERS EAST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS HAS HEAVY
 PN0656'STEEL BRACKET COVERING 40 PERCENT OF STATION, ---NOTE2---TREES
 PN0656'OBSTRUCTING TO THE NORTHWEST EXTENDING TO 40 DEGREES AND DRAWBRIDGE
 PN0656'TO THE EAST EXTENDING TO 22 DEGREES.
 PN0656
 PN0656                          STATION RECOVERY (2005)
 PN0656
 PN0656'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0656'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 PN0656'POST PRESENT.  KEYS FOR THE SECURITY FENCE ARE AVAILABLE AT THE USACE
 PN0656'FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE STREET, KAUKAUNA,
 PN0656'920-766-3531.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0634 ***********************************************************************
 PN0634  DESIGNATION -  CEL KL 13
 PN0634  PID         -  PN0634
 PN0634  STATE/COUNTY-  WI/BROWN
 PN0634  COUNTRY     -  US
 PN0634  USGS QUAD   -  DE PERE (2018)
 PN0634
 PN0634                         *CURRENT SURVEY CONTROL
 PN0634  ______________________________________________________________________
 PN0634* NAD 83(1986) POSITION- 44 22 39.02   (N) 088 07 27.16   (W)   HD_HELD1
 PN0634* NAVD 88 ORTHO HEIGHT -   183.971 (meters)      603.58  (feet) ADJUSTED
 PN0634  ______________________________________________________________________
 PN0634  GEOID HEIGHT    -        -36.217 (meters)                     GEOID18
 PN0634  DYNAMIC HEIGHT  -        183.945 (meters)      603.49  (feet) COMP
 PN0634  MODELED GRAVITY -    980,473.5   (mgal)                       NAVD 88
 PN0634
 PN0634  VERT ORDER      -  SECOND    CLASS I
 PN0634
 PN0634.The horizontal coordinates were determined by differentially corrected
 PN0634.hand held GPS observations or other comparable positioning techniques
 PN0634.and have an estimated accuracy of +/- 3 meters.
 PN0634
 PN0634.The orthometric height was determined by differential leveling and
 PN0634.adjusted by the WI DEPT OF TRANSP
 PN0634.in May 2012.
 PN0634
 PN0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0634.GEOID18 height accuracy estimate available here.
 PN0634
 PN0634.Click photographs - Photos may exist for this station.
 PN0634
 PN0634.The dynamic height is computed by dividing the NAVD 88
 PN0634.geopotential number by the normal gravity value computed on the
 PN0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0634.degrees latitude (g = 980.6199 gals.).
 PN0634
 PN0634.The modeled gravity was interpolated from observed gravity values.
 PN0634
 PN0634;                    North         East    Units  Estimated Accuracy
 PN0634;SPC WI C     -    62,193.9     749,476.1     MT  (+/- 3 meters HH1 GPS) 
 PN0634
 PN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1044014417(NAD 83)
 PN0634
 PN0634                          SUPERSEDED SURVEY CONTROL
 PN0634
 PN0634  NAVD 88 (04/20/07)  183.931  (m)          603.45   (f) SUPERSEDED  2 1
 PN0634  NAVD 88 (06/15/91)  183.984  (m)          603.62   (f) SUPERSEDED  1 0
 PN0634
 PN0634.Superseded values are not recommended for survey control.
 PN0634
 PN0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0634.See file dsdata.pdf to determine how the superseded data were derived.
 PN0634
 PN0634_MARKER: DB = BENCH MARK DISK
 PN0634_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0634_SP_SET: DAM ABUTMENT
 PN0634_STAMPING: CEL KL 13
 PN0634_MARK LOGO: USACE
 PN0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0634+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2003
 PN0634
 PN0634  HISTORY     - Date     Condition        Report By
 PN0634  HISTORY     - UNK      MONUMENTED       USACE
 PN0634  HISTORY     - 1974     GOOD             NOS
 PN0634  HISTORY     - 19940513 GOOD             WI-009
 PN0634  HISTORY     - 19991105 GOOD             USPSQD
 PN0634  HISTORY     - 20010531 GOOD             WIDT
 PN0634  HISTORY     - 20030607 GOOD             USPSQD
 PN0634  HISTORY     - 20050725 MARK NOT FOUND   WIDT
 PN0634
 PN0634                          STATION DESCRIPTION
 PN0634
 PN0634'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0634'IN LITTLE RAPIDS.
 PN0634'AT LITTLE RAPIDS ON THE WEST SIDE OF THE FOX RIVER, 109.4 FT. SOUTH
 PN0634'OF THE CENTER OF THE UPPER GATE WINDLASS, 21.8 FT. NORTHEAST OF A
 PN0634'LIGHT POLE, AND SET 4.8 FT. SOUTHWEST OF THE NORTHEAST FACE OF THE
 PN0634'CONCRETE ABUTMENT AT WEST END OF DAM SPILLWAY, 1.5 FT. SOUTHEAST OF
 PN0634'NORTHWEST FACE.
 PN0634
 PN0634                          STATION RECOVERY (1994)
 PN0634
 PN0634'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0634'RECOVERED AS DESCRIBED.  NOT ACCESSABLE AT CERTAIN TIMES OF THE YEAR
 PN0634'YOU MAY CALL CORPS OF ENGINEERS TO GET IN.
 PN0634
 PN0634                          STATION RECOVERY (1999)
 PN0634
 PN0634'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0634'RECOVERED IN GOOD CONDITION.
 PN0634
 PN0634                          STATION RECOVERY (2001)
 PN0634
 PN0634'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0634'THE STATION IS LOCATED ABOUT  22 KM NORTHEAST OF APPLETON AND 18 KM
 PN0634'SOUTH-SOUTHWEST OF GREEN BAY. OWNERSHIP--US CORPS OF ENGINEERS. TO
 PN0634'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 AND COUNTY
 PN0634'HIGHWAY S ABOUT 19 KM SOUTHWEST OF THE CITY OF GREEN BAY, GO EAST
 PN0634'THEN NORTHEAST ON COUNTY HIGHWAY S FOR 1.6 KM TO LITTLE RAPIDS ROAD,
 PN0634'TURN RIGHT AND GO SOUTHEAST ON LITTLE RAPIDS ROAD FOR 1.6 KM TO
 PN0634'COUNTY HIGHWAY D, TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY D FOR
 PN0634'ABOUT 150 METERS TO AN ACCESS ROAD ON THE RIGHT, TURN RIGHT AND GO
 PN0634'SOUTHEAST ON THE ACCESS ROAD FOR 1.0 KM TO A SECURITY GATE. THE
 PN0634'STATION IS INSIDE THE SECURITY FENCE ON THE ABUTMENT AT THE NORTH END
 PN0634'OF THE DAM. THE STATION IS A BRONZE US CORPS OF ENGINEER BENCH MARK
 PN0634'DISK SET IN THE SOUTH DAM ABUTMENT. THE STATION IS 39.0 M SOUTHWEST
 PN0634'OF THE SOUTH END OF WEST LOCK GATE, 8.7 M SOUTHEAST OF THE END OF A
 PN0634'HANDRAIL, 4.5 M EAST OF A LIGHT POLE, 0.6 M NORTH OF THE SOUTH FACE
 PN0634'OF ABUTMENT AND 1.9 M WEST OF A WHITE PLASTIC WITNESS POST.
 PN0634'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 PN0634'THAN 15 DEGREES ABOVE THE HORIZON.
 PN0634
 PN0634                          STATION RECOVERY (2003)
 PN0634
 PN0634'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0634'RECOVERED IN GOOD CONDITION.  NOTE-- THE MARK APPEARS TO HAVE BEEN
 PN0634'RESET IN A NEW CONCRETE ABUTMENT.  THE SECURITY GATE IS OPEN DURING
 PN0634'THE OPERATIONAL SEASON WHEN THE LOCK TENDER IS PRESENT.
 PN0634
 PN0634                          STATION RECOVERY (2005)
 PN0634
 PN0634'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0634'STATION WAS NOT FOUND.  THE DAM ABUTMENT WAS REPLACED IN 2001.  THE
 PN0634'USACE KEWAUNEE OFFICE -- 920-388-3720 --  REPORTS THE STATION WAS MOST
 PN0634'LIKELY DESTROYED IN 2001.  THE STATION SHOULD BE CONSIDERED DESTROYED.
 PN0634'A NEW DISK DATED 2001 WITH NO DESIGNATION WAS FOUND IN THE NEW
 PN0634'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0657 ***********************************************************************
 PN0657  DESIGNATION -  CELCD 27
 PN0657  PID         -  PN0657
 PN0657  STATE/COUNTY-  WI/OUTAGAMIE
 PN0657  COUNTRY     -  US
 PN0657  USGS QUAD   -  KAUKAUNA (2018)
 PN0657
 PN0657                         *CURRENT SURVEY CONTROL
 PN0657  ______________________________________________________________________
 PN0657* NAD 83(1986) POSITION- 44 16 33.5    (N) 088 19 03.6    (W)   HD_HELD2
 PN0657* NAVD 88 ORTHO HEIGHT -   211.868 (meters)      695.10  (feet) ADJUSTED
 PN0657  ______________________________________________________________________
 PN0657  GEOID HEIGHT    -        -36.255 (meters)                     GEOID18
 PN0657  DYNAMIC HEIGHT  -        211.834 (meters)      694.99  (feet) COMP
 PN0657  MODELED GRAVITY -    980,452.2   (mgal)                       NAVD 88
 PN0657
 PN0657  VERT ORDER      -  FIRST     CLASS 0
 PN0657
 PN0657.The horizontal coordinates were established by autonomous hand held GPS
 PN0657.observations and have an estimated accuracy of +/- 10 meters.
 PN0657
 PN0657.The orthometric height was determined by differential leveling and
 PN0657.adjusted by the NATIONAL GEODETIC SURVEY
 PN0657.in June 1991.
 PN0657
 PN0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0657.GEOID18 height accuracy estimate available here.
 PN0657
 PN0657.Click photographs - Photos may exist for this station.
 PN0657
 PN0657.The dynamic height is computed by dividing the NAVD 88
 PN0657.geopotential number by the normal gravity value computed on the
 PN0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0657.degrees latitude (g = 980.6199 gals.).
 PN0657
 PN0657.The modeled gravity was interpolated from observed gravity values.
 PN0657
 PN0657;                    North         East    Units  Estimated Accuracy
 PN0657;SPC WI C     -    50,576.      734,296.      MT  (+/- 10 meters HH2 GPS)
 PN0657
 PN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9484703369(NAD 83)
 PN0657
 PN0657                          SUPERSEDED SURVEY CONTROL
 PN0657
 PN0657.No superseded survey control is available for this station.
 PN0657
 PN0657_MARKER: DB = BENCH MARK DISK
 PN0657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0657_SP_SET: DAM SPILLWAY
 PN0657_STAMPING: CEL CD 27
 PN0657_MARK LOGO: USACE
 PN0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0657+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2011
 PN0657
 PN0657  HISTORY     - Date     Condition        Report By
 PN0657  HISTORY     - UNK      MONUMENTED       USACE
 PN0657  HISTORY     - 1974     GOOD             NOS
 PN0657  HISTORY     - 1990     GOOD             USPSQD
 PN0657  HISTORY     - 19991106 GOOD             USPSQD
 PN0657  HISTORY     - 20060410 GOOD             GEOCAC
 PN0657  HISTORY     - 20111023 GOOD             GEOCAC
 PN0657
 PN0657                          STATION DESCRIPTION
 PN0657
 PN0657'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0657'IN LITTLE CHUTE.
 PN0657'IN LITTLE CHUTE, ON THE NORTH SIDE AND EASTERLY OF THE KIMBERLY LITTLE
 PN0657'CHUTE BRIDGE OVER THE FOX RIVER, AT THE JUNCTION OF MILL AND MONROE
 PN0657'STREETS, SET IN THE NORTH END OF THE CONCRETE SPILLWAY OF THE DAM,
 PN0657'16.2 FT. WEST OF THE RAILING AT EAST END OF WALK, 2.5 FT. WESTERLY OF
 PN0657'MESH WIRE, 2.0 FT. SOUTH OF NORTH EDGE OF WALK, 1.7 FT. NORTH OF
 PN0657'SOUTH FACE OF WALL.
 PN0657
 PN0657                          STATION RECOVERY (1990)
 PN0657
 PN0657'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 PN0657'RECOVERED IN GOOD CONDITION.
 PN0657
 PN0657                          STATION RECOVERY (1999)
 PN0657
 PN0657'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0657'RECOVERED IN GOOD CONDITION.
 PN0657
 PN0657                          STATION RECOVERY (2006)
 PN0657
 PN0657'RECOVERY NOTE BY GEOCACHING 2006
 PN0657'RECOVERED IN GOOD CONDITION.
 PN0657
 PN0657                          STATION RECOVERY (2011)
 PN0657
 PN0657'RECOVERY NOTE BY GEOCACHING 2011 (JTS)
 PN0657'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7722 ***********************************************************************
 DE7722  DESIGNATION -  CEM L 97 1
 DE7722  PID         -  DE7722
 DE7722  STATE/COUNTY-  WI/WINNEBAGO
 DE7722  COUNTRY     -  US
 DE7722  USGS QUAD   -  NEENAH (2018)
 DE7722
 DE7722                         *CURRENT SURVEY CONTROL
 DE7722  ______________________________________________________________________
 DE7722* NAD 83(1986) POSITION- 44 12 10.0    (N) 088 27 37.9    (W)   HD_HELD2
 DE7722* NAVD 88 ORTHO HEIGHT -   228.678 (meters)      750.25  (feet) ADJUSTED
 DE7722  ______________________________________________________________________
 DE7722  GEOID HEIGHT    -        -36.356 (meters)                     GEOID18
 DE7722  DYNAMIC HEIGHT  -        228.638 (meters)      750.12  (feet) COMP
 DE7722  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 DE7722
 DE7722  VERT ORDER      -  SECOND    CLASS I
 DE7722
 DE7722.The horizontal coordinates were established by autonomous hand held GPS
 DE7722.observations and have an estimated accuracy of +/- 10 meters.
 DE7722
 DE7722.The orthometric height was determined by differential leveling and
 DE7722.adjusted by the WI DEPT OF TRANSP
 DE7722.in May 2012.
 DE7722
 DE7722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7722.GEOID18 height accuracy estimate available here.
 DE7722
 DE7722.Click photographs - Photos may exist for this station.
 DE7722
 DE7722.The dynamic height is computed by dividing the NAVD 88
 DE7722.geopotential number by the normal gravity value computed on the
 DE7722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7722.degrees latitude (g = 980.6199 gals.).
 DE7722
 DE7722.The modeled gravity was interpolated from observed gravity values.
 DE7722
 DE7722;                    North         East    Units  Estimated Accuracy
 DE7722;SPC WI S     -   245,855.      723,051.      MT  (+/- 10 meters HH2 GPS)
 DE7722
 DE7722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8330295432(NAD 83)
 DE7722
 DE7722                          SUPERSEDED SURVEY CONTROL
 DE7722
 DE7722  NAVD 88 (04/20/07)  228.645  (m)          750.15   (f) SUPERSEDED  2 1
 DE7722  NAVD 88 (05/16/03)  228.652  (m)          750.17   (f) SUPERSEDED  2 1
 DE7722
 DE7722.Superseded values are not recommended for survey control.
 DE7722
 DE7722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7722.See file dsdata.pdf to determine how the superseded data were derived.
 DE7722
 DE7722_MARKER: DD = SURVEY DISK
 DE7722_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7722_SP_SET: LOCK RETAINING WALL
 DE7722_STAMPING: CE ML 97-1 1997
 DE7722_MARK LOGO: USACE
 DE7722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7722+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2010
 DE7722
 DE7722  HISTORY     - Date     Condition        Report By
 DE7722  HISTORY     - 1997     MONUMENTED       USACE
 DE7722  HISTORY     - 20020206 GOOD             WIDT
 DE7722  HISTORY     - 20031212 GOOD             USPSQD
 DE7722  HISTORY     - 20050707 GOOD             WIDT
 DE7722  HISTORY     - 20100724 GOOD             GEOCAC
 DE7722
 DE7722                          STATION DESCRIPTION
 DE7722
 DE7722'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DE7722'THE STATION IS LOCATED IN MENASHA. OWNERSHIP--US ARMY CORP OF
 DE7722'ENGINEERS. TO REACH THE STATION FROM THE INTERSECTION OF STH 47
 DE7722'(APPLETON RD) WITH STH 114 (THIRD ST) IN THE CITY OF MENASHA, GO WEST
 DE7722'ON STH 114 (THIRD ST) FOR 1.0 KM TO TAYCO ST AND STH 114 ON THE LEFT,
 DE7722'TURN LEFT AND CONTINUE SOUTH ON STH 114 (TAYCO ST) FOR .3 KM TO BROAD
 DE7722'ST, TURN RIGHT AND GO WEST ON BROAD ST FOR .6 KM TO THE END OF THE
 DE7722'STREET AND THE ENTRANCE FOR THE MENASHA LOCK AND DAM. THE STATION IS
 DE7722'A BRONZE US ARMY CORP OF ENGINEERS BENCHMARK DISK SET IN THE TOP OF
 DE7722'THE NORTHEASTERN MOST LOCK RETAINING WALL. THE STATION IS 12.0 M
 DE7722'NORTH OF THE NORTHWEST CORNER OF THE LOCK CONTROL BUILDING, 0.7 M
 DE7722'SOUTH OF CONCRETE STAIRS FOR LOCK AND .7 M WEST OF THE EAST EDGE OF
 DE7722'THE LOCK RETAINING WALL. THIS STATION HAS TREES IN THE WESTERN
 DE7722'QUADRANT UP TO 40 DEGREES ABOVE THE HORIZON AND A TREE IN THE
 DE7722'SOUTHEASTERN QUADRANT UP TO 42 DEGREES ABOVE THE HORIZON. ---NOTE---
 DE7722'CONTACT ARMY CORPS OF ENGINEERS FOR ACCESS THROUGH THE LOCKED GATE AT
 DE7722'THIS STATION.
 DE7722
 DE7722                          STATION RECOVERY (2003)
 DE7722
 DE7722'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7722'RECOVERED IN GOOD CONDITION.
 DE7722
 DE7722                          STATION RECOVERY (2005)
 DE7722
 DE7722'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7722'RECOVERED IN GOOD CONDITION.
 DE7722
 DE7722                          STATION RECOVERY (2010)
 DE7722
 DE7722'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DE7722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1512 ***********************************************************************
 RN1512  DESIGNATION -  CEMENT
 RN1512  PID         -  RN1512
 RN1512  STATE/COUNTY-  WI/DOUGLAS
 RN1512  COUNTRY     -  US
 RN1512  USGS QUAD   -  SUPERIOR (2018)
 RN1512
 RN1512                         *CURRENT SURVEY CONTROL
 RN1512  ______________________________________________________________________
 RN1512* NAD 83(1996) POSITION- 46 43 59.76467(N) 092 04 29.05745(W)   ADJUSTED
 RN1512* NAVD 88 ORTHO HEIGHT -   184.3   (meters)      605.    (feet) VERTCON3
 RN1512  ______________________________________________________________________
 RN1512  GEOID HEIGHT    -        -28.280 (meters)                     GEOID18
 RN1512  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 RN1512  HORZ ORDER      -  THIRD
 RN1512
 RN1512.The horizontal coordinates were established by classical geodetic methods
 RN1512.and adjusted by the National Geodetic Survey in March 1999.
 RN1512
 RN1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1512
 RN1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1512.GEOID18 height accuracy estimate available here.
 RN1512
 RN1512.Click photographs - Photos may exist for this station.
 RN1512
 RN1512.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1512
 RN1512. The following values were computed from the NAD 83(1996) position.
 RN1512
 RN1512;                    North         East     Units Scale Factor Converg.
 RN1512;SPC WI N     -   176,196.433   441,439.119   MT  0.99999406   -1 29 48.0
 RN1512;SPC WI N     -   578,071.13  1,448,288.18   sFT  0.99999406   -1 29 48.0
 RN1512;UTM  15      - 5,175,939.500   570,692.688   MT  0.99966142   +0 40 25.6
 RN1512
 RN1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1512!SPC WI N     -   0.99997554  x   0.99999406  =   0.99996960
 RN1512!UTM  15      -   0.99997554  x   0.99966142  =   0.99963697
 RN1512
 RN1512:                Primary Azimuth Mark                     Grid Az
 RN1512:SPC WI N     -  PETRA                                    137 14 45.6
 RN1512:UTM  15      -  PETRA                                    135 04 32.0
 RN1512
 RN1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7069275939(NAD 83)
 RN1512
 RN1512|---------------------------------------------------------------------|
 RN1512| PID    Reference Object                     Distance      Geod. Az  |
 RN1512|                                                           dddmmss.s |
 RN1512| RN1511 PETRA                               APPROX. 3.2 KM 1354457.6 |
 RN1512|---------------------------------------------------------------------|
 RN1512
 RN1512                          SUPERSEDED SURVEY CONTROL
 RN1512
 RN1512  NAD 83(1991)-  46 43 59.76528(N)    092 04 29.05732(W) AD(       ) 3
 RN1512  NAD 83(1986)-  46 43 59.75964(N)    092 04 29.05817(W) AD(       ) 3
 RN1512  NAD 27      -  46 43 59.97662(N)    092 04 28.37396(W) AD(       ) 3
 RN1512  NGVD 29 (07/19/86)  184.3    (m)          605.     (f) VERT ANG       
 RN1512
 RN1512.Superseded values are not recommended for survey control.
 RN1512
 RN1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1512.See file dsdata.pdf to determine how the superseded data were derived.
 RN1512
 RN1512_MARKER: DD = SURVEY DISK
 RN1512_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RN1512_STAMPING: CEMENT 1980
 RN1512_MARK LOGO: NOS
 RN1512_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1512+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 RN1512
 RN1512  HISTORY     - Date     Condition        Report By
 RN1512  HISTORY     - 1980     MONUMENTED       NOS
 RN1512  HISTORY     - 19990905 GOOD             USPSQD
 RN1512  HISTORY     - 20040904 GOOD             USPSQD
 RN1512
 RN1512                          STATION DESCRIPTION
 RN1512
 RN1512'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 RN1512'THE STATION IS LOCATED ON THE WESTERN SIDE OF SUPERIOR BAY AT THE
 RN1512'NORTHWEST CORNER OF HURON CEMENT CO. PIER.
 RN1512'
 RN1512'TO REACH THE STATION FROM SUPERIOR ENTRY BY SMALL BOAT TRAVEL
 RN1512'NORTHWEST IN SUPERIOR BAY INTO SUPERIOR FRONT CHANNEL TO BUOY R
 RN1512'14 AND STATION ON NORTH CORNER OF PIER.
 RN1512'
 RN1512'THE STATION IS A STANDARD NOS DISK
 RN1512'STAMPED---CEMENT 1980---,
 RN1512'SET IN THE TOP OF A MASS OF CONCRETE, FLUSH WITH THE GROUND.
 RN1512'IT IS LOCATED
 RN1512'8.29 METERS (27.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 RN1512'THE MOST NORTHERN ONE OF TWO CONCRETE RAIL STOPS.
 RN1512'4.24 METERS (13.9 FT) SOUTH FROM THE NORTHERN MOST CORNER OF PIER.
 RN1512'4.18 METERS (13.7 FT) NORTH FROM A BOLLARD.
 RN1512'
 RN1512'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 RN1512
 RN1512                          STATION RECOVERY (1999)
 RN1512
 RN1512'RECOVERY NOTE BY US POWER SQUADRON 1999
 RN1512'RECOVERED IN GOOD CONDITION.
 RN1512
 RN1512                          STATION RECOVERY (2004)
 RN1512
 RN1512'RECOVERY NOTE BY US POWER SQUADRON 2004 (DF)
 RN1512'GODD CONDITION, DOCK IS USED TO STORE LIMESTONE AND MARK IS SOMETIMES
 RN1512'BURIED, A SHOVEL WAS NEEDED TO LOCATE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8503 ***********************************************************************
 AB8503  DESIGNATION -  CEMETARY
 AB8503  PID         -  AB8503
 AB8503  STATE/COUNTY-  WI/BURNETT
 AB8503  COUNTRY     -  US
 AB8503  USGS QUAD   -  WEBB LAKE (2019)
 AB8503
 AB8503                         *CURRENT SURVEY CONTROL
 AB8503  ______________________________________________________________________
 AB8503* NAD 83(2011) POSITION- 46 02 22.41018(N) 092 14 16.59963(W)   ADJUSTED
 AB8503* NAD 83(2011) ELLIP HT-   278.623 (meters)        (06/27/12)   ADJUSTED
 AB8503* NAD 83(2011) EPOCH   -  2010.00
 AB8503* NAVD 88 ORTHO HEIGHT -   305.2   (meters)     1001.    (feet) GPS OBS
 AB8503  ______________________________________________________________________
 AB8503  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8503  GEOID HEIGHT    -        -25.985 (meters)                     GEOID93
 AB8503  GEOID HEIGHT    -        -26.494 (meters)                     GEOID18
 AB8503  NAD 83(2011) X  -   -173,198.475 (meters)                     COMP
 AB8503  NAD 83(2011) Y  - -4,431,966.584 (meters)                     COMP
 AB8503  NAD 83(2011) Z  -  4,568,501.407 (meters)                     COMP
 AB8503  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 AB8503
 AB8503  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8503  Standards:
 AB8503         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8503            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8503  -------------------------------------------------------------------
 AB8503  NETWORK    1.23   1.53           0.58   0.39   0.78      0.01815920
 AB8503  -------------------------------------------------------------------
 AB8503  Click here for local accuracies and other accuracy information.
 AB8503
 AB8503.The horizontal coordinates were established by GPS observations
 AB8503.and adjusted by the National Geodetic Survey in June 2012.
 AB8503
 AB8503.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8503.been affixed to the stable North American tectonic plate. See 
 AB8503.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8503
 AB8503.The horizontal coordinates are valid at the epoch date displayed above
 AB8503.which is a decimal equivalence of Year/Month/Day.
 AB8503
 AB8503.The orthometric height was determined by GPS observations and a
 AB8503.high-resolution geoid model.
 AB8503
 AB8503.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8503.GEOID18 height accuracy estimate available here.
 AB8503
 AB8503.Click photographs - Photos may exist for this station.
 AB8503
 AB8503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8503
 AB8503.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8503
 AB8503.The ellipsoidal height was determined by GPS observations
 AB8503.and is referenced to NAD 83.
 AB8503
 AB8503. The following values were computed from the NAD 83(2011) position.
 AB8503
 AB8503;                    North         East     Units Scale Factor Converg.
 AB8503;SPC WI N     -    99,456.877   426,796.988   MT  0.99994784   -1 36 51.8
 AB8503;SPC WI N     -   326,301.44  1,400,249.78   sFT  0.99994784   -1 36 51.8
 AB8503;UTM  15      - 5,098,724.988   558,965.607   MT  0.99964274   +0 32 54.8
 AB8503
 AB8503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8503!SPC WI N     -   0.99995632  x   0.99994784  =   0.99990417
 AB8503!UTM  15      -   0.99995632  x   0.99964274  =   0.99959908
 AB8503
 AB8503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5896598724(NAD 83)
 AB8503
 AB8503                          SUPERSEDED SURVEY CONTROL
 AB8503
 AB8503  NAD 83(2007)-  46 02 22.41028(N)    092 14 16.60031(W) AD(2002.00) 0
 AB8503  ELLIP H (02/10/07)  278.655  (m)                       GP(2002.00)    
 AB8503  NAD 83(1997)-  46 02 22.41028(N)    092 14 16.60092(W) AD(       ) 1
 AB8503  ELLIP H (01/30/03)  278.677  (m)                       GP(       ) 4 1
 AB8503  NAD 83(1991)-  46 02 22.40994(N)    092 14 16.59941(W) AD(       ) 1
 AB8503  ELLIP H (12/09/96)  278.703  (m)                       GP(       ) 4 1
 AB8503
 AB8503.Superseded values are not recommended for survey control.
 AB8503
 AB8503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8503.See file dsdata.pdf to determine how the superseded data were derived.
 AB8503
 AB8503_MARKER: DD = SURVEY DISK
 AB8503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8503+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8503
 AB8503  HISTORY     - Date     Condition        Report By
 AB8503  HISTORY     - 1993     MONUMENTED       WI-013
 AB8503
 AB8503                          STATION DESCRIPTION
 AB8503
 AB8503'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8503'THE STATION IS LOCATED 10.4 KM (6.45 MI) NORTHEAST OF DANBURY (WHERE
 AB8503'STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35 INTERSECT) , 20.2 KM
 AB8503'(12.55 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN THE NORTHWEST
 AB8503'QUARTER OF THE NORTHWEST QUARTER, SECTION 15, T41N, R15W, TOWN OF
 AB8503'SWISS.  TO REACH THE STATION FROM THE VILLAGE OF DANBURY (WHERE STATE
 AB8503'TRUNK HIGHWAY 35 AND STATE TRUNK HIGHWAY 77 MEET) GO NORTH ALONG STATE
 AB8503'TRUNK HIGHWAY 35/77 3.46 KM (2.15 MI) TO WHERE STATE TRUNK HIGHWAY 77
 AB8503'GOES EAST (RIGHT) , CONTINUE EAST ON STATE TRUNK HIGHWAY 77 7.7 KM
 AB8503'(4.80 MI) TO RIVERSIDE CUT-OFF ON LEFT (NORTH) SIDE OF HIGHWAY, GO
 AB8503'NORTH ALONG RIVERSIDE CUT-OFF .60 KM (0.35 MI) TO THE STATION LOCATED
 AB8503'.15 MI (0.24 KM) SOUTH OF CEMETERY FIRE LANE, 25 FEET (7.6 M) EAST OF
 AB8503'THE ROAD, WEST OF DEPARTMENT OF NATURAL RESOURCES MULTI-USE SIGN.
 AB8503'FIBERGLASS WITNESS POST SET ALONG EAST SIDE OF STATION.  THE STATION
 AB8503'MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 AB8503'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0471 ***********************************************************************
 QN0471  DESIGNATION -  CEMETERY
 QN0471  PID         -  QN0471
 QN0471  STATE/COUNTY-  WI/PRICE
 QN0471  COUNTRY     -  US
 QN0471  USGS QUAD   -  SPIRIT (2018)
 QN0471
 QN0471                         *CURRENT SURVEY CONTROL
 QN0471  ______________________________________________________________________
 QN0471* NAD 83(1991) POSITION- 45 27 15.14798(N) 090 05 14.17955(W)   ADJUSTED
 QN0471* NAVD 88 ORTHO HEIGHT -   495.    (meters)     1624.    (feet) SCALED
 QN0471  ______________________________________________________________________
 QN0471  GEOID HEIGHT    -        -31.144 (meters)                     GEOID18
 QN0471  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 QN0471  HORZ ORDER      -  FIRST
 QN0471
 QN0471.The horizontal coordinates were established by classical geodetic methods
 QN0471.and adjusted by the National Geodetic Survey in November 1991.
 QN0471
 QN0471.The orthometric height was scaled from a topographic map.
 QN0471
 QN0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0471.GEOID18 height accuracy estimate available here.
 QN0471
 QN0471.Click photographs - Photos may exist for this station.
 QN0471
 QN0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0471
 QN0471. The following values were computed from the NAD 83(1991) position.
 QN0471
 QN0471;                    North         East     Units Scale Factor Converg.
 QN0471;SPC WI N     -    31,962.283   593,173.304   MT  1.00002231   -0 03 46.6
 QN0471;SPC WI N     -   104,862.92  1,946,102.75   sFT  1.00002231   -0 03 46.6
 QN0471;SPC WI C     -   180,119.801   593,173.514   MT  0.99999160   -0 03 41.7
 QN0471;SPC WI C     -   590,943.05  1,946,103.44   sFT  0.99999160   -0 03 41.7
 QN0471;UTM  15      - 5,037,536.609   727,745.069   MT  1.00023776   +2 04 36.3
 QN0471
 QN0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0471!SPC WI N     -   0.99992727  x   1.00002231  =   0.99994958
 QN0471!SPC WI C     -   0.99992727  x   0.99999160  =   0.99991888
 QN0471!UTM  15      -   0.99992727  x   1.00023776  =   1.00016502
 QN0471
 QN0471:                Primary Azimuth Mark                     Grid Az
 QN0471:SPC WI N     -  CEMETERY AZ MK                           088 43 45.8
 QN0471:SPC WI C     -  CEMETERY AZ MK                           088 43 40.9
 QN0471:UTM  15      -  CEMETERY AZ MK                           086 35 22.9
 QN0471
 QN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2774537536(NAD 83)
 QN0471
 QN0471|---------------------------------------------------------------------|
 QN0471| PID    Reference Object                     Distance      Geod. Az  |
 QN0471|                                                           dddmmss.s |
 QN0471| CJ4419 CEMETERY AZ MK                                     0883959.2 |
 QN0471| CJ4420 CEMETERY RM 1                        26.435 METERS 08914     |
 QN0471| CJ4421 CEMETERY RM 2                        21.429 METERS 21434     |
 QN0471|---------------------------------------------------------------------|
 QN0471
 QN0471                          SUPERSEDED SURVEY CONTROL
 QN0471
 QN0471  NAD 83(1986)-  45 27 15.14410(N)    090 05 14.17631(W) AD(       ) 1
 QN0471  NAD 27      -  45 27 15.26900(N)    090 05 13.64300(W) AD(       ) 1
 QN0471
 QN0471.Superseded values are not recommended for survey control.
 QN0471
 QN0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0471.See file dsdata.pdf to determine how the superseded data were derived.
 QN0471
 QN0471_MARKER: DS = TRIANGULATION STATION DISK
 QN0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0471_STAMPING: CEMETERY 1952
 QN0471_MARK LOGO: CGS
 QN0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0471+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 QN0471
 QN0471  HISTORY     - Date     Condition        Report By
 QN0471  HISTORY     - 1952     MONUMENTED       CGS
 QN0471  HISTORY     - 20061029 GOOD             USPSQD
 QN0471  HISTORY     - 20120725 GOOD             GEOCAC
 QN0471
 QN0471                          STATION DESCRIPTION
 QN0471
 QN0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0471'THE STATION IS LOCATED ABOUT 17 MILES WEST OF TOMAHAWK, 11
 QN0471'MILES SOUTHEAST OF PRENTICE, 1-1/4 MILES EAST OF THE JUNCTION
 QN0471'OF STATE HIGHWAY 86 AND STATE HIGHWAY 102, 0.1 MILE EAST OF A
 QN0471'CHURCH AND IN SEC. 3, T34N, R3E.
 QN0471'
 QN0471'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 QN0471'AND STATE HIGHWAY 86 IN TOMAHAWK, GO SOUTH, THEN WEST ON STATE
 QN0471'HIGHWAY 86 FOR 13.5 MILES TO THE SCHOOL HOUSE IN THE VILLAGE
 QN0471'OF SPIRIT FALLS, CONTINUE WEST ON STATE HIGHWAY 86 4.9 MILES
 QN0471'TO THE PRIVATE DRIVEWAY TO CHRIS LANGS FARMHOUSE ON THE RIGHT
 QN0471'AND THE AZIMUTH MARK AS DESCRIBED BELOW.  CONTINUE WEST ON
 QN0471'STATE HIGHWAY 86 FOR 0.45 MILE TO THE GATE INTO A CEMETERY
 QN0471'ON THE RIGHT AND THE STATION 37 YARDS EAST OF THE GATE.
 QN0471'
 QN0471'THE STATION MARK, A STANDARD DISK IN A CONCRETE MONUMENT, STAMPED
 QN0471'CEMETERY 1952 IS 27 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 QN0471'86, 20 FEET EAST OF AN OAK TREE, ON THE SOUTH EDGE OF THE
 QN0471'CEMETERY AND ON THE ROAD RIGHT-OF-WAY.  THE MONUMENT IS FLUSH
 QN0471'WITH THE GROUND.
 QN0471'
 QN0471'REFERENCE MARK NO. 1, A STANDARD DISK IN A CONCRETE MONUMENT,
 QN0471'STAMPED CEMETERY NO 1 1952 IS 25 FEET NORTH OF THE CENTER OF
 QN0471'THE HIGHWAY AND 5 FEET SOUTH OF AN OAK TREE.  THE MONUMENT
 QN0471'PROJECTS 4 INCHES FROM THE GROUND.
 QN0471'
 QN0471'REFERENCE MARK NO. 2, A STANDARD DISK IN A CONCRETE MONUMENT,
 QN0471'STAMPED CEMETERY NO 2 1952 IS 25 FEET SOUTH OF THE CENTER OF
 QN0471'THE HIGHWAY AND 2 FEET HIGHER THAN THE STATION MARK.  THE
 QN0471'MONUMENT PROJECTS 2 INCHES.
 QN0471'
 QN0471'THE AZIMUTH MARK, A STANDARD DISK IN A CONCRETE MONUMENT,
 QN0471'STAMPED CEMETERY 1952 IS 50 FEET NORTH OF THE CENTER OF STATE
 QN0471'HIGHWAY 86, 12 FEET WEST OF THE CENTER OF THE DRIVEWAY TO CHRIS
 QN0471'LANGS FARMHOUSE AND 2 FEET SOUTH OF A WITNESS POST.  THE
 QN0471'MONUMENT PROJECTS 2 INCHES.
 QN0471'
 QN0471'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 QN0471
 QN0471                          STATION RECOVERY (2006)
 QN0471
 QN0471'RECOVERY NOTE BY US POWER SQUADRON 2006
 QN0471'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 QN0471
 QN0471                          STATION RECOVERY (2012)
 QN0471
 QN0471'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 QN0471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4841 ***********************************************************************
 DG4841  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4841  DESIGNATION -  CENTER E GPS
 DG4841  PID         -  DG4841
 DG4841  STATE/COUNTY-  WI/ROCK
 DG4841  COUNTRY     -  US
 DG4841  USGS QUAD   -  FOOTVILLE (2018)
 DG4841
 DG4841                         *CURRENT SURVEY CONTROL
 DG4841  ______________________________________________________________________
 DG4841* NAD 83(2011) POSITION- 42 40 32.49874(N) 089 10 30.38163(W)   ADJUSTED
 DG4841* NAD 83(2011) ELLIP HT-   233.853 (meters)        (06/27/12)   ADJUSTED
 DG4841* NAD 83(2011) EPOCH   -  2010.00
 DG4841* NAVD 88 ORTHO HEIGHT -   267.75  (meters)      878.4   (feet) GPS OBS
 DG4841  ______________________________________________________________________
 DG4841  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4841  GEOID HEIGHT    -        -33.893 (meters)                     GEOID12A
 DG4841  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 DG4841  NAD 83(2011) X  -     67,615.461 (meters)                     COMP
 DG4841  NAD 83(2011) Y  - -4,696,134.157 (meters)                     COMP
 DG4841  NAD 83(2011) Z  -  4,301,242.396 (meters)                     COMP
 DG4841  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 DG4841
 DG4841  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4841  Standards:
 DG4841         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4841            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4841  -------------------------------------------------------------------
 DG4841  NETWORK    0.29   0.39           0.13   0.10   0.20     -0.02077373
 DG4841  -------------------------------------------------------------------
 DG4841  Click here for local accuracies and other accuracy information.
 DG4841
 DG4841.The horizontal coordinates were established by GPS observations
 DG4841.and adjusted by the National Geodetic Survey in June 2012.
 DG4841
 DG4841.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4841.been affixed to the stable North American tectonic plate. See 
 DG4841.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4841
 DG4841.The horizontal coordinates are valid at the epoch date displayed above
 DG4841.which is a decimal equivalence of Year/Month/Day.
 DG4841
 DG4841.The orthometric height was determined by GPS observations and a
 DG4841.high-resolution geoid model using precise GPS observation and
 DG4841.processing techniques.
 DG4841
 DG4841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4841.GEOID18 height accuracy estimate available here.
 DG4841
 DG4841.Click photographs - Photos may exist for this station.
 DG4841
 DG4841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4841
 DG4841.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4841
 DG4841.The ellipsoidal height was determined by GPS observations
 DG4841.and is referenced to NAD 83.
 DG4841
 DG4841. The following values were computed from the NAD 83(2011) position.
 DG4841
 DG4841;                    North         East     Units Scale Factor Converg.
 DG4841;SPC WI S     -    75,398.605   667,615.038   MT  1.00001212   +0 34 00.4
 DG4841;SPC WI S     -   247,370.26  2,190,333.67   sFT  1.00001212   +0 34 00.4
 DG4841;UTM  16      - 4,727,095.874   321,777.599   MT  0.99999079   -1 28 29.2
 DG4841
 DG4841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4841!SPC WI S     -   0.99996333  x   1.00001212  =   0.99997545
 DG4841!UTM  16      -   0.99996333  x   0.99999079  =   0.99995412
 DG4841
 DG4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2177727095(NAD 83)
 DG4841
 DG4841                          SUPERSEDED SURVEY CONTROL
 DG4841
 DG4841  NAD 83(2007)-  42 40 32.49878(N)    089 10 30.38254(W) AD(2002.00) 0
 DG4841  ELLIP H (02/10/07)  233.883  (m)                       GP(2002.00)    
 DG4841  NAD 83(1997)-  42 40 32.49866(N)    089 10 30.38287(W) AD(       ) 1
 DG4841  ELLIP H (04/02/04)  233.899  (m)                       GP(       ) 4 1
 DG4841  NAVD 88 (07/26/07)  267.73   (m)  UNKNOWN  model used  GPS OBS        
 DG4841  NAVD 88 (04/02/04)  267.72   (m)  GEOID03  model used  GPS OBS        
 DG4841
 DG4841.Superseded values are not recommended for survey control.
 DG4841
 DG4841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4841.See file dsdata.pdf to determine how the superseded data were derived.
 DG4841
 DG4841_MARKER: DD = SURVEY DISK
 DG4841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4841_STAMPING: CENTER E GPS 2002
 DG4841_MARK LOGO: WIDT
 DG4841_PROJECTION: FLUSH
 DG4841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4841+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2024
 DG4841
 DG4841  HISTORY     - Date     Condition        Report By
 DG4841  HISTORY     - 2001     MONUMENTED       WIDT
 DG4841  HISTORY     - 20040411 GOOD             USPSQD
 DG4841  HISTORY     - 20070821 GOOD             WIDT
 DG4841  HISTORY     - 20240805 GOOD             DJHENK
 DG4841
 DG4841                          STATION DESCRIPTION
 DG4841
 DG4841'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4841'THE STATION IS LOCATED ABOUT 22 KM NORTHWEST OF BELOIT, 13 KM WEST OF
 DG4841'JANESVILLE, AND 8 KM NORTHEAST OF ORFORDVILLE. OWNERSHIP--TOWN OF
 DG4841'CENTER. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11
 DG4841'WITH STATE HIGHWAY 184 AND COUNTY HIGHWAY H ABOUT 10 KM WEST OF THE
 DG4841'CITY OF JANESVILLE, GO WEST ON STATE HIGHWAY 11 FOR 2 KM TO ROHERTY
 DG4841'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON ROHERTY  ROAD FOR 0.4 KM
 DG4841'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DG4841'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4841'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DG4841'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.6 M WEST OF
 DG4841'THE CENTERLINE OF ROHERTY ROAD, 1.3 KM SOUTH OF WEST MINERAL POINT
 DG4841'ROAD, 26.8 M SOUTH SOUTHWEST OF A WOOD POST FOR A --STOP AHEAD-- SIGN,
 DG4841'3 M EAST OF A CULTIVATED FIELD, AND 1.0 M EAST OF A BARBED WIRE FENCE.
 DG4841'---NOTE---THE STATION IS SOUTH, EAST AND NORTH OF THREE ORANGE 4X4
 DG4841'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4841'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4841
 DG4841                          STATION RECOVERY (2004)
 DG4841
 DG4841'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4841'RECOVERED IN GOOD CONDITION.
 DG4841
 DG4841                          STATION RECOVERY (2007)
 DG4841
 DG4841'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4841'RECOVERED IN GOOD CONDITION.
 DG4841
 DG4841                          STATION RECOVERY (2024)
 DG4841
 DG4841'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2024 (TSS)
 DG4841'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8526 ***********************************************************************
 AB8526  DESIGNATION -  CENTER GPS 184
 AB8526  PID         -  AB8526
 AB8526  STATE/COUNTY-  WI/BURNETT
 AB8526  COUNTRY     -  US
 AB8526  USGS QUAD   -  FROG LAKE (2019)
 AB8526
 AB8526                         *CURRENT SURVEY CONTROL
 AB8526  ______________________________________________________________________
 AB8526* NAD 83(2011) POSITION- 46 07 16.55537(N) 092 03 38.72825(W)   ADJUSTED
 AB8526* NAD 83(2011) ELLIP HT-   291.111 (meters)        (06/27/12)   ADJUSTED
 AB8526* NAD 83(2011) EPOCH   -  2010.00
 AB8526* NAVD 88 ORTHO HEIGHT -   317.8   (meters)     1043.    (feet) GPS OBS
 AB8526  ______________________________________________________________________
 AB8526  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8526  GEOID HEIGHT    -        -26.141 (meters)                     GEOID93
 AB8526  GEOID HEIGHT    -        -26.649 (meters)                     GEOID18
 AB8526  NAD 83(2011) X  -   -159,256.927 (meters)                     COMP
 AB8526  NAD 83(2011) Y  - -4,425,951.731 (meters)                     COMP
 AB8526  NAD 83(2011) Z  -  4,574,810.374 (meters)                     COMP
 AB8526  LAPLACE CORR    -         -5.55  (seconds)                    DEFLEC18
 AB8526
 AB8526  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8526  Standards:
 AB8526         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8526            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8526  -------------------------------------------------------------------
 AB8526  NETWORK    1.30   1.76           0.59   0.45   0.90      0.00595818
 AB8526  -------------------------------------------------------------------
 AB8526  Click here for local accuracies and other accuracy information.
 AB8526
 AB8526.The horizontal coordinates were established by GPS observations
 AB8526.and adjusted by the National Geodetic Survey in June 2012.
 AB8526
 AB8526.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8526.been affixed to the stable North American tectonic plate. See 
 AB8526.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8526
 AB8526.The horizontal coordinates are valid at the epoch date displayed above
 AB8526.which is a decimal equivalence of Year/Month/Day.
 AB8526
 AB8526.The orthometric height was determined by GPS observations and a
 AB8526.high-resolution geoid model.
 AB8526
 AB8526.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8526.GEOID18 height accuracy estimate available here.
 AB8526
 AB8526.Click photographs - Photos may exist for this station.
 AB8526
 AB8526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8526
 AB8526.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8526
 AB8526.The ellipsoidal height was determined by GPS observations
 AB8526.and is referenced to NAD 83.
 AB8526
 AB8526. The following values were computed from the NAD 83(2011) position.
 AB8526
 AB8526;                    North         East     Units Scale Factor Converg.
 AB8526;SPC WI N     -   108,164.210   440,742.511   MT  0.99994567   -1 29 11.7
 AB8526;SPC WI N     -   354,868.75  1,446,002.72   sFT  0.99994567   -1 29 11.7
 AB8526;UTM  15      - 5,107,949.809   572,568.528   MT  0.99966474   +0 40 37.4
 AB8526
 AB8526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8526!SPC WI N     -   0.99995437  x   0.99994567  =   0.99990004
 AB8526!UTM  15      -   0.99995437  x   0.99966474  =   0.99961912
 AB8526
 AB8526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7256807949(NAD 83)
 AB8526
 AB8526                          SUPERSEDED SURVEY CONTROL
 AB8526
 AB8526  NAD 83(2007)-  46 07 16.55548(N)    092 03 38.72906(W) AD(2002.00) 0
 AB8526  ELLIP H (02/10/07)  291.146  (m)                       GP(2002.00)    
 AB8526  NAD 83(1997)-  46 07 16.55541(N)    092 03 38.72981(W) AD(       ) 1
 AB8526  ELLIP H (01/30/03)  291.159  (m)                       GP(       ) 4 1
 AB8526  NAD 83(1991)-  46 07 16.55520(N)    092 03 38.72736(W) AD(       ) 1
 AB8526  ELLIP H (12/09/96)  291.191  (m)                       GP(       ) 4 1
 AB8526
 AB8526.Superseded values are not recommended for survey control.
 AB8526
 AB8526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8526.See file dsdata.pdf to determine how the superseded data were derived.
 AB8526
 AB8526_MARKER: DD = SURVEY DISK
 AB8526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8526_STAMPING: CENTER GPS 184 1993
 AB8526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8526+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 AB8526
 AB8526  HISTORY     - Date     Condition        Report By
 AB8526  HISTORY     - 1993     MONUMENTED       WI-013
 AB8526  HISTORY     - 20081030 GOOD             WIDT
 AB8526
 AB8526                          STATION DESCRIPTION
 AB8526
 AB8526'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8526'THE STATION IS LOCATED 14.8 KM (9.20 MI) NORTHEAST OF THE VILLAGE OF
 AB8526'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8526'INTERSECT) , 24.8 KM (15.40 MI) SOUTHEAST OF THE INTERSECTION OF STATE
 AB8526'TRUNK HIGHWAY 35 AND THE BURNETT AND DOUGLAS COUNTY LINE (WHICH IS .5
 AB8526'MI (0.8 KM) SOUTH OF COZY CORNER, WISCONSIN) AT THE CENTER QUARTER
 AB8526'CORNER OF SECTION 13, T42N, R14W, TOWN OF BLAINE.  TO REACH THE
 AB8526'STATION FROM THE INTERSECTION OF STATE TRUNK HIGHWAY 35 AND THE
 AB8526'BURNETT AND DOUGLAS COUNTY LINE GO SOUTH ALONG STATE TRUNK HIGHWAY 35
 AB8526'5.2 KM (3.25 MI) TO SAINT CROIX TRAIL ON LEFT (EAST) , GO EAST ALONG
 AB8526'SAINT CROIX TRAIL 15.1 KM (9.40 MI) TO NO MANS LAKE ROAD ON LEFT
 AB8526'(NORTH) , GO NORTH ALONG NO MANS LAKE ROAD .79 KM (0.50 MI) TO STATION
 AB8526'LOCATED 60 FEET (18.3 M) SOUTH OF TANGENT OF ROAD EAST, 30 FEET (9.1
 AB8526'M) WEST OF NO MANS LAKE ROAD, 60 FEET (18.3 M) SOUTH OF TRAIL GOING
 AB8526'WEST.  FIBERGLASS WITNESS POST SET 3 FEET (0.9 M) EAST OF THE STATION.
 AB8526'THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 8 CM
 AB8526'ABOVE THE GROUND SURFACE.
 AB8526
 AB8526                          STATION RECOVERY (2008)
 AB8526
 AB8526'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AB8526'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 M WEST, 0.8 M
 AB8526'SOUTHEAST, AND 0.8 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 AB8526'---NOTE---THE DISK IS STAMPED --GPS 184--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6073 ***********************************************************************
 DF6073  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6073  DESIGNATION -  CENTER N GPS
 DF6073  PID         -  DF6073
 DF6073  STATE/COUNTY-  WI/OUTAGAMIE
 DF6073  COUNTRY     -  US
 DF6073  USGS QUAD   -  BLACK CREEK (2018)
 DF6073
 DF6073                         *CURRENT SURVEY CONTROL
 DF6073  ______________________________________________________________________
 DF6073* NAD 83(2011) POSITION- 44 23 13.39618(N) 088 25 29.75895(W)   ADJUSTED
 DF6073* NAD 83(2011) ELLIP HT-   211.108 (meters)        (06/27/12)   ADJUSTED
 DF6073* NAD 83(2011) EPOCH   -  2010.00
 DF6073* NAVD 88 ORTHO HEIGHT -   247.40  (meters)      811.7   (feet) GPS OBS
 DF6073  ______________________________________________________________________
 DF6073  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6073  GEOID HEIGHT    -        -36.295 (meters)                     GEOID12A
 DF6073  GEOID HEIGHT    -        -36.296 (meters)                     GEOID18
 DF6073  NAD 83(2011) X  -    125,494.308 (meters)                     COMP
 DF6073  NAD 83(2011) Y  - -4,563,922.079 (meters)                     COMP
 DF6073  NAD 83(2011) Z  -  4,439,075.470 (meters)                     COMP
 DF6073  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 DF6073
 DF6073  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6073  Standards:
 DF6073         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6073            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6073  -------------------------------------------------------------------
 DF6073  NETWORK    0.35   0.37           0.16   0.12   0.19      0.02065631
 DF6073  -------------------------------------------------------------------
 DF6073  Click here for local accuracies and other accuracy information.
 DF6073
 DF6073.The horizontal coordinates were established by GPS observations
 DF6073.and adjusted by the National Geodetic Survey in June 2012.
 DF6073
 DF6073.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6073.been affixed to the stable North American tectonic plate. See 
 DF6073.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6073
 DF6073.The horizontal coordinates are valid at the epoch date displayed above
 DF6073.which is a decimal equivalence of Year/Month/Day.
 DF6073
 DF6073.The orthometric height was determined by GPS observations and a
 DF6073.high-resolution geoid model using precise GPS observation and
 DF6073.processing techniques.
 DF6073
 DF6073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6073.GEOID18 height accuracy estimate available here.
 DF6073
 DF6073.Click photographs - Photos may exist for this station.
 DF6073
 DF6073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6073
 DF6073.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6073
 DF6073.The ellipsoidal height was determined by GPS observations
 DF6073.and is referenced to NAD 83.
 DF6073
 DF6073. The following values were computed from the NAD 83(2011) position.
 DF6073
 DF6073;                    North         East     Units Scale Factor Converg.
 DF6073;SPC WI C     -    62,745.548   725,495.201   MT  0.99997691   +1 06 40.8
 DF6073;SPC WI C     -   205,857.69  2,380,228.84   sFT  0.99997691   +1 06 40.8
 DF6073;UTM  16      - 4,915,850.925   386,502.291   MT  0.99975842   -0 59 48.7
 DF6073
 DF6073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6073!SPC WI C     -   0.99996690  x   0.99997691  =   0.99994381
 DF6073!UTM  16      -   0.99996690  x   0.99975842  =   0.99972533
 DF6073
 DF6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8650215850(NAD 83)
 DF6073
 DF6073                          SUPERSEDED SURVEY CONTROL
 DF6073
 DF6073  NAD 83(2007)-  44 23 13.39629(N)    088 25 29.75980(W) AD(2002.00) 0
 DF6073  ELLIP H (02/10/07)  211.148  (m)                       GP(2002.00)    
 DF6073  NAD 83(1997)-  44 23 13.39636(N)    088 25 29.75988(W) AD(       ) 1
 DF6073  ELLIP H (06/11/03)  211.144  (m)                       GP(       ) 3 1
 DF6073  NAVD 88 (07/26/07)  247.38   (m)  GEOID03  model used  GPS OBS        
 DF6073  NAVD 88 (06/11/03)  247.40   (m)  GEOID99  model used  GPS OBS        
 DF6073
 DF6073.Superseded values are not recommended for survey control.
 DF6073
 DF6073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6073.See file dsdata.pdf to determine how the superseded data were derived.
 DF6073
 DF6073_MARKER: DD = SURVEY DISK
 DF6073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6073_STAMPING: CENTER N GPS 1993
 DF6073_MARK LOGO: WIDT
 DF6073_PROJECTION: FLUSH
 DF6073_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6073+STABILITY: SURFACE MOTION
 DF6073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6073+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2024
 DF6073
 DF6073  HISTORY     - Date     Condition        Report By
 DF6073  HISTORY     - 1993     MONUMENTED       WI-087
 DF6073  HISTORY     - 2002     GOOD             WIDT
 DF6073  HISTORY     - 20030702 GOOD             USPSQD
 DF6073  HISTORY     - 20041008 GOOD             USPSQD
 DF6073  HISTORY     - 20061022 GOOD             USPSQD
 DF6073  HISTORY     - 20241017 GOOD             COLEM
 DF6073
 DF6073                          STATION DESCRIPTION
 DF6073
 DF6073'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6073'THE STATION IS LOCATED ABOUT 13 KM NORTH OF APPLETON AND 11 KM WEST OF
 DF6073'FREEDOM.  OWNERSHIP--OUTAGAMIE COUNTY.
 DF6073'
 DF6073'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH STATE
 DF6073'HIGHWAY 47 IN THE VILLAGE OF BLACK CREEK, GO SOUTH ON STATE HIGHWAY 47
 DF6073'FOR 9.3 KM TO COUNTRY GATE LANE ON THE RIGHT, CONTINUE SOUTH ON STATE
 DF6073'HIGHWAY 47 FOR 1.8 KM TO COUNTY HIGHWAY S, TURN RIGHT AND GO WEST ON
 DF6073'COUNTY HIGHWAY S FOR 0.3 KM TO THE STATION ON THE LEFT.
 DF6073'
 DF6073'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION CONTROL
 DF6073'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DF6073'DEPTH OF 1.8 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.
 DF6073'
 DF6073'THE STATION IS 13.4 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY S, 84
 DF6073'M EAST OF THE EXTENDED CENTERLINE OF DEER RUN LANE, 76 M WEST OF A
 DF6073'WOOD POST FOR A 'JCT STH 47' SIGN, 30.2 M EAST OF A WOOD POST FOR A
 DF6073''STOP AHEAD' SIGN, 2 M NORTH OF A CULTIVATED FIELD, 0.5 M NORTH OF A
 DF6073'STEEL WITNESS POST, 1.0 M EAST AND 1.0 M WEST OF TWO 4X4 ORANGE
 DF6073'PLASTIC WITNESS POSTS.
 DF6073'
 DF6073'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF6073'DEGREES ABOVE THE HORIZON.
 DF6073
 DF6073                          STATION RECOVERY (2003)
 DF6073
 DF6073'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6073'RECOVERED IN GOOD CONDITION.
 DF6073
 DF6073                          STATION RECOVERY (2004)
 DF6073
 DF6073'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DF6073'RECOVERED IN GOOD CONDITION.
 DF6073
 DF6073                          STATION RECOVERY (2006)
 DF6073
 DF6073'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF6073'RECOVERED IN GOOD CONDITION.
 DF6073
 DF6073                          STATION RECOVERY (2024)
 DF6073
 DF6073'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DF6073'RECOVERED IN GOOD CONDITION.  NOTE -- STATION IS IN THE MIDDLE OF A
 DF6073'TRIANGLE FORMED BY THREE ORANGE SURVEY MARKER WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6094 ***********************************************************************
 DF6094  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6094  DESIGNATION -  CENTER S GPS
 DF6094  PID         -  DF6094
 DF6094  STATE/COUNTY-  WI/OUTAGAMIE
 DF6094  COUNTRY     -  US
 DF6094  USGS QUAD   -  APPLETON (2018)
 DF6094
 DF6094                         *CURRENT SURVEY CONTROL
 DF6094  ______________________________________________________________________
 DF6094* NAD 83(2011) POSITION- 44 21 11.49945(N) 088 28 33.56993(W)   ADJUSTED
 DF6094* NAD 83(2011) ELLIP HT-   204.315 (meters)        (06/27/12)   ADJUSTED
 DF6094* NAD 83(2011) EPOCH   -  2010.00
 DF6094* NAVD 88 ORTHO HEIGHT -   240.63  (meters)      789.5   (feet) GPS OBS
 DF6094  ______________________________________________________________________
 DF6094  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6094  GEOID HEIGHT    -        -36.318 (meters)                     GEOID12A
 DF6094  GEOID HEIGHT    -        -36.321 (meters)                     GEOID18
 DF6094  NAD 83(2011) X  -    121,497.011 (meters)                     COMP
 DF6094  NAD 83(2011) Y  - -4,566,657.502 (meters)                     COMP
 DF6094  NAD 83(2011) Z  -  4,436,381.036 (meters)                     COMP
 DF6094  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 DF6094
 DF6094  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6094  Standards:
 DF6094         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6094            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6094  -------------------------------------------------------------------
 DF6094  NETWORK    0.37   0.33           0.17   0.13   0.17     -0.02992594
 DF6094  -------------------------------------------------------------------
 DF6094  Click here for local accuracies and other accuracy information.
 DF6094
 DF6094.The horizontal coordinates were established by GPS observations
 DF6094.and adjusted by the National Geodetic Survey in June 2012.
 DF6094
 DF6094.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6094.been affixed to the stable North American tectonic plate. See 
 DF6094.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6094
 DF6094.The horizontal coordinates are valid at the epoch date displayed above
 DF6094.which is a decimal equivalence of Year/Month/Day.
 DF6094
 DF6094.The orthometric height was determined by GPS observations and a
 DF6094.high-resolution geoid model using precise GPS observation and
 DF6094.processing techniques.
 DF6094
 DF6094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6094.GEOID18 height accuracy estimate available here.
 DF6094
 DF6094.Click photographs - Photos may exist for this station.
 DF6094
 DF6094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6094
 DF6094.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6094
 DF6094.The ellipsoidal height was determined by GPS observations
 DF6094.and is referenced to NAD 83.
 DF6094
 DF6094. The following values were computed from the NAD 83(2011) position.
 DF6094
 DF6094;                    North         East     Units Scale Factor Converg.
 DF6094;SPC WI C     -    58,906.131   721,498.144   MT  0.99998209   +1 04 31.1
 DF6094;SPC WI C     -   193,261.20  2,367,115.16   sFT  0.99998209   +1 04 31.1
 DF6094;UTM  16      - 4,912,161.906   382,367.621   MT  0.99977017   -1 01 55.0
 DF6094
 DF6094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6094!SPC WI C     -   0.99996796  x   0.99998209  =   0.99995006
 DF6094!UTM  16      -   0.99996796  x   0.99977017  =   0.99973814
 DF6094
 DF6094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8236712161(NAD 83)
 DF6094
 DF6094                          SUPERSEDED SURVEY CONTROL
 DF6094
 DF6094  NAD 83(2007)-  44 21 11.49956(N)    088 28 33.57077(W) AD(2002.00) 0
 DF6094  ELLIP H (02/10/07)  204.355  (m)                       GP(2002.00)    
 DF6094  NAD 83(1997)-  44 21 11.49966(N)    088 28 33.57088(W) AD(       ) 1
 DF6094  ELLIP H (06/11/03)  204.352  (m)                       GP(       ) 3 1
 DF6094  NAVD 88 (07/26/07)  240.62   (m)  GEOID03  model used  GPS OBS        
 DF6094  NAVD 88 (06/11/03)  240.63   (m)  GEOID99  model used  GPS OBS        
 DF6094
 DF6094.Superseded values are not recommended for survey control.
 DF6094
 DF6094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6094.See file dsdata.pdf to determine how the superseded data were derived.
 DF6094
 DF6094_MARKER: DD = SURVEY DISK
 DF6094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6094_STAMPING: CENTER S GPS 1993
 DF6094_MARK LOGO: WIDT
 DF6094_PROJECTION: FLUSH
 DF6094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6094+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 DF6094
 DF6094  HISTORY     - Date     Condition        Report By
 DF6094  HISTORY     - 1993     MONUMENTED       WI-087
 DF6094  HISTORY     - 2002     GOOD             WIDT
 DF6094  HISTORY     - 20030625 GOOD             USPSQD
 DF6094  HISTORY     - 20040725 GOOD             USPSQD
 DF6094  HISTORY     - 20050712 GOOD             WIDT
 DF6094
 DF6094                          STATION DESCRIPTION
 DF6094
 DF6094'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6094'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) EAST-NORTHEAST OF
 DF6094'HORTONVILLE AND 10 KM (6.2 MI) NORTH-NORTHWEST OF APPLETON.
 DF6094'OWNERSHIP--TOWN OF CENTER.
 DF6094'
 DF6094'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH WI 47 ON
 DF6094'THE NORTH SIDE OF APPLETON, GO NORTH ON WI 47 FOR 5.2 KM (3.2 MI) TO
 DF6094'COUNTY HIGHWAY O.  TURN LEFT AND GO WEST ON COUNTY HIGHWAY O FOR 5.0
 DF6094'KM (3.1 MI) TO HAMPLE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 DF6094'HAMPLE ROAD FOR 0.2 KM (0.1 MI) TO THE STATION ON THE LEFT.
 DF6094'
 DF6094'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION CONTROL
 DF6094'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DF6094'DEPTH OF 1.8 M (5.9 FT) AND ABOUT 0.5 M (1.6 FT) LOWER THAN THE ROAD
 DF6094'PAVEMENT.  THE STATION IS 9.0 M (29.5 FT) WEST OF THE CENTERLINE OF
 DF6094'HAMPLE ROAD, 67 M (219.8 FT) NORTHEAST OF TELEPHONE PEDESTAL NUMBER L
 DF6094'3506, 1 M (3.3 FT) EAST OF A CUTIVATED FIELD, 0.5 M (1.6 FT) EAST OF
 DF6094'A STEEL WITNESS POST, 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTH AND
 DF6094'1.0 M (3.3 FT) NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6094'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DF6094'20 DEGREES ABOVE THE HORIZON.
 DF6094
 DF6094                          STATION RECOVERY (2003)
 DF6094
 DF6094'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6094'RECOVERED IN GOOD CONDITION.  NOTE-THE STATION IS LOCATED IN THE
 DF6094'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6094
 DF6094                          STATION RECOVERY (2004)
 DF6094
 DF6094'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6094'RECOVERED IN GOOD CONDITION.
 DF6094
 DF6094                          STATION RECOVERY (2005)
 DF6094
 DF6094'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6094'RECOVERED IN GOOD CONDITION.  NOTE-THE MONUMENT IS 13 CM BELOW
 DF6094'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7688 ***********************************************************************
 DE7688  DESIGNATION -  CENTERVILLE E GPS
 DE7688  PID         -  DE7688
 DE7688  STATE/COUNTY-  WI/MANITOWOC
 DE7688  COUNTRY     -  US
 DE7688  USGS QUAD   -  CLEVELAND EAST (2018)
 DE7688
 DE7688                         *CURRENT SURVEY CONTROL
 DE7688  ______________________________________________________________________
 DE7688* NAD 83(2011) POSITION- 43 56 29.91402(N) 087 44 32.30335(W)   ADJUSTED
 DE7688* NAD 83(2011) ELLIP HT-   155.309 (meters)        (06/27/12)   ADJUSTED
 DE7688* NAD 83(2011) EPOCH   -  2010.00
 DE7688* NAVD 88 ORTHO HEIGHT -   191.335 (meters)      627.74  (feet) ADJUSTED
 DE7688  ______________________________________________________________________
 DE7688  GEOID HEIGHT    -        -36.033 (meters)                     GEOID18
 DE7688  NAD 83(2011) X  -    181,215.899 (meters)                     COMP
 DE7688  NAD 83(2011) Y  - -4,596,519.296 (meters)                     COMP
 DE7688  NAD 83(2011) Z  -  4,403,532.772 (meters)                     COMP
 DE7688  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 DE7688  DYNAMIC HEIGHT  -        191.301 (meters)      627.63  (feet) COMP
 DE7688  MODELED GRAVITY -    980,437.0   (mgal)                       NAVD 88
 DE7688
 DE7688  VERT ORDER      -  SECOND    CLASS I
 DE7688
 DE7688  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7688  Standards:
 DE7688         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7688            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7688  -------------------------------------------------------------------
 DE7688  NETWORK    0.51   0.45           0.23   0.18   0.23     -0.03748830
 DE7688  -------------------------------------------------------------------
 DE7688  Click here for local accuracies and other accuracy information.
 DE7688
 DE7688.The horizontal coordinates were established by GPS observations
 DE7688.and adjusted by the National Geodetic Survey in June 2012.
 DE7688
 DE7688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7688.been affixed to the stable North American tectonic plate. See 
 DE7688.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7688
 DE7688.The horizontal coordinates are valid at the epoch date displayed above
 DE7688.which is a decimal equivalence of Year/Month/Day.
 DE7688
 DE7688.The orthometric height was determined by differential leveling and
 DE7688.adjusted by the WI DEPT OF TRANSP
 DE7688.in May 2012.
 DE7688
 DE7688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7688.GEOID18 height accuracy estimate available here.
 DE7688
 DE7688.Click photographs - Photos may exist for this station.
 DE7688
 DE7688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7688
 DE7688.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7688
 DE7688.The ellipsoidal height was determined by GPS observations
 DE7688.and is referenced to NAD 83.
 DE7688
 DE7688.The dynamic height is computed by dividing the NAVD 88
 DE7688.geopotential number by the normal gravity value computed on the
 DE7688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7688.degrees latitude (g = 980.6199 gals.).
 DE7688
 DE7688.The modeled gravity was interpolated from observed gravity values.
 DE7688
 DE7688. The following values were computed from the NAD 83(2011) position.
 DE7688
 DE7688;                    North         East     Units Scale Factor Converg.
 DE7688;SPC WI S     -   218,156.590   781,232.084   MT  0.99997700   +1 33 04.6
 DE7688;SPC WI S     -   715,735.41  2,563,092.26   sFT  0.99997700   +1 33 04.6
 DE7688;UTM  16      - 4,865,659.059   440,427.871   MT  0.99964365   -0 30 54.4
 DE7688
 DE7688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7688!SPC WI S     -   0.99997565  x   0.99997700  =   0.99995265
 DE7688!UTM  16      -   0.99997565  x   0.99964365  =   0.99961931
 DE7688
 DE7688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4042765659(NAD 83)
 DE7688
 DE7688                          SUPERSEDED SURVEY CONTROL
 DE7688
 DE7688  NAD 83(2007)-  43 56 29.91408(N)    087 44 32.30417(W) AD(2002.00) 0
 DE7688  ELLIP H (02/10/07)  155.349  (m)                       GP(2002.00)    
 DE7688  NAD 83(1997)-  43 56 29.91417(N)    087 44 32.30410(W) AD(       ) 1
 DE7688  ELLIP H (06/11/03)  155.347  (m)                       GP(       ) 3 1
 DE7688  NAVD 88             191.29   (m)          627.6    (f) LEVELING    3  
 DE7688  NAVD 88 (04/20/07)  191.293  (m)          627.60   (f) SUPERSEDED  2 1
 DE7688  NAVD 88             191.34   (m)          627.8    (f) LEVELING    3  
 DE7688  NAVD 88 (05/16/03)  191.336  (m)          627.74   (f) SUPERSEDED  2 1
 DE7688
 DE7688.Superseded values are not recommended for survey control.
 DE7688
 DE7688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7688.See file dsdata.pdf to determine how the superseded data were derived.
 DE7688
 DE7688_MARKER: DD = SURVEY DISK
 DE7688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7688_STAMPING: CENTERVILLE E GPS 1993-94
 DE7688_MARK LOGO: WIDT
 DE7688_PROJECTION: FLUSH
 DE7688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7688+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 DE7688
 DE7688  HISTORY     - Date     Condition        Report By
 DE7688  HISTORY     - 1993     MONUMENTED       WI-071
 DE7688  HISTORY     - 2002     GOOD             WIDT
 DE7688  HISTORY     - 20030622 GOOD             USPSQD
 DE7688  HISTORY     - 20060417 GOOD             WIDT
 DE7688
 DE7688                          STATION DESCRIPTION
 DE7688
 DE7688'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DE7688'THE STATION IS LOCATED ABOUT 27 KM EAST OF NEW HOLSTIEN, 20 KM
 DE7688'SOUTH-SOUTHWEST OF MANITOWOC AND 19 KM NORTH OF SHEBOYGAN.
 DE7688'OWNERSHIP--TOWN OF CENTERVILLE.  TO REACH THE STATION FROM THE
 DE7688'JUNCTION OF INTERSTATE HIGHWAY 43 WITH COUNTY HIGHWAY XX (EXIT 137)
 DE7688'IN THE VILLAGE OF CLEVELAND, GO EAST ON COUNTY HIGHWAY XX FOR 1.3 KM
 DE7688'TO DAIRYLAND DRIVE, TURN LEFT AND GO NORTH THEN WEST ON DAIRYLAND
 DE7688'DRIVE FOR 2.3 KM TO AN UNMARKED ROAD LEADING TO A CEMETARY, TURN LEFT
 DE7688'AND GO NORTH ON THE UNMARKED ROAD FOR 0.1 KM TO THE STATION ON THE
 DE7688'LEFT.  THE STATION IS A BRONZE MANITOWOC COUNTY GEODETIC CONTROL
 DE7688'MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST TO A
 DE7688'DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.    THE STATION
 DE7688'IS 7.3 M WEST OF THE CENTERLINE OF THE UNMARKED ROAD, 98 M SOUTH OF A
 DE7688'WOOD POST FOR A --STOP AHEAD-- SIGN, 35 M NORTH-NORTHEAST OF WEST END
 DE7688'OF THE NORTH CONCRETE ABUTMENT OF A BOX CULVERT, 6.4 M NORTH OF NORTH
 DE7688'END OF THE WEST STEEL GUARDRAIL, AND 0.5 M EAST OF A WHITE PLASTIC
 DE7688'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7688'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7688
 DE7688                          STATION RECOVERY (2003)
 DE7688
 DE7688'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7688'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M NORTH,
 DE7688'1 M SOUTH, AND 1 M EAST OF THREE ORANGE PLASTIC GUARD POSTS.  THERE IS
 DE7688'NO WHITE PLASTIC WITNESS POST PRESENT.
 DE7688
 DE7688                          STATION RECOVERY (2006)
 DE7688
 DE7688'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7688'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6122 ***********************************************************************
 DF6122  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6122  DESIGNATION -  CENTERVILLE N GPS
 DF6122  PID         -  DF6122
 DF6122  STATE/COUNTY-  WI/MANITOWOC
 DF6122  COUNTRY     -  US
 DF6122  USGS QUAD   -  CLEVELAND WEST (2018)
 DF6122
 DF6122                         *CURRENT SURVEY CONTROL
 DF6122  ______________________________________________________________________
 DF6122* NAD 83(2011) POSITION- 43 58 30.39705(N) 087 46 53.05821(W)   ADJUSTED
 DF6122* NAD 83(2011) ELLIP HT-   202.785 (meters)        (06/27/12)   ADJUSTED
 DF6122* NAD 83(2011) EPOCH   -  2010.00
 DF6122* NAVD 88 ORTHO HEIGHT -   238.81  (meters)      783.5   (feet) GPS OBS
 DF6122  ______________________________________________________________________
 DF6122  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6122  GEOID HEIGHT    -        -36.028 (meters)                     GEOID12A
 DF6122  GEOID HEIGHT    -        -36.033 (meters)                     GEOID18
 DF6122  NAD 83(2011) X  -    177,980.593 (meters)                     COMP
 DF6122  NAD 83(2011) Y  - -4,594,096.671 (meters)                     COMP
 DF6122  NAD 83(2011) Z  -  4,406,242.631 (meters)                     COMP
 DF6122  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 DF6122
 DF6122  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6122  Standards:
 DF6122         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6122            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6122  -------------------------------------------------------------------
 DF6122  NETWORK    0.49   0.43           0.22   0.18   0.22     -0.05173253
 DF6122  -------------------------------------------------------------------
 DF6122  Click here for local accuracies and other accuracy information.
 DF6122
 DF6122.The horizontal coordinates were established by GPS observations
 DF6122.and adjusted by the National Geodetic Survey in June 2012.
 DF6122
 DF6122.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6122.been affixed to the stable North American tectonic plate. See 
 DF6122.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6122
 DF6122.The horizontal coordinates are valid at the epoch date displayed above
 DF6122.which is a decimal equivalence of Year/Month/Day.
 DF6122
 DF6122.The orthometric height was determined by GPS observations and a
 DF6122.high-resolution geoid model using precise GPS observation and
 DF6122.processing techniques.
 DF6122
 DF6122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6122.GEOID18 height accuracy estimate available here.
 DF6122
 DF6122.Click photographs - Photos may exist for this station.
 DF6122
 DF6122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6122
 DF6122.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6122
 DF6122.The ellipsoidal height was determined by GPS observations
 DF6122.and is referenced to NAD 83.
 DF6122
 DF6122. The following values were computed from the NAD 83(2011) position.
 DF6122
 DF6122;                    North         East     Units Scale Factor Converg.
 DF6122;SPC WI S     -   221,789.582   777,995.343   MT  0.99998269   +1 31 27.9
 DF6122;SPC WI S     -   727,654.65  2,552,473.05   sFT  0.99998269   +1 31 27.9
 DF6122;UTM  16      - 4,869,405.162   437,325.288   MT  0.99964831   -0 32 33.3
 DF6122
 DF6122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6122!SPC WI S     -   0.99996820  x   0.99998269  =   0.99995089
 DF6122!UTM  16      -   0.99996820  x   0.99964831  =   0.99961652
 DF6122
 DF6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3732569405(NAD 83)
 DF6122
 DF6122                          SUPERSEDED SURVEY CONTROL
 DF6122
 DF6122  NAD 83(2007)-  43 58 30.39712(N)    087 46 53.05905(W) AD(2002.00) 0
 DF6122  ELLIP H (02/10/07)  202.826  (m)                       GP(2002.00)    
 DF6122  NAD 83(1997)-  43 58 30.39722(N)    087 46 53.05898(W) AD(       ) 1
 DF6122  ELLIP H (06/11/03)  202.825  (m)                       GP(       ) 3 1
 DF6122  NAVD 88 (07/26/07)  238.77   (m)  GEOID03  model used  GPS OBS        
 DF6122  NAVD 88 (06/11/03)  238.81   (m)  GEOID99  model used  GPS OBS        
 DF6122
 DF6122.Superseded values are not recommended for survey control.
 DF6122
 DF6122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6122.See file dsdata.pdf to determine how the superseded data were derived.
 DF6122
 DF6122_MARKER: DD = SURVEY DISK
 DF6122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6122_STAMPING: CENTERVILLE N GPS 1993-94
 DF6122_MARK LOGO: WI-071
 DF6122_PROJECTION: FLUSH
 DF6122_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6122+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 DF6122
 DF6122  HISTORY     - Date     Condition        Report By
 DF6122  HISTORY     - 1993     MONUMENTED       WI-071
 DF6122  HISTORY     - 2001     GOOD             WIDT
 DF6122  HISTORY     - 20030622 GOOD             USPSQD
 DF6122  HISTORY     - 20060413 GOOD             WIDT
 DF6122
 DF6122                          STATION DESCRIPTION
 DF6122
 DF6122'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF6122'THIS THE STATION IS LOCATED ABOUT 25 KM NORTH-NORTHWEST OF SHEBOYGAN
 DF6122'AND 16 KM SOUTHWEST OF MANITOWOC.  OWNERSHIP--TOWN OF CENTERVILLE.
 DF6122'
 DF6122'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DF6122'HIGHWAY 42 IN THE CITY OF MANITOWOC, GO SOUTHWEST ON STATE HIGHWAY 42
 DF6122'FOR 7.6 KM TO CARSTENS LAKE ROAD, CONTINUE SOUTHWEST ON STATE HIGHWAY
 DF6122'42 FOR 1.4 KM TO SOUTH UNION ROAD, TURN LEFT AND GO SOUTH ON SOUTH
 DF6122'UNION ROAD FOR 3.5 KM TO COUNTY HIGHWAY F, CONTINUE SOUTH ON SOUTH
 DF6122'UNION ROAD FOR 0.5 KM TO THE STATION ON THE RIGHT.
 DF6122'
 DF6122'THE STATION IS A BRONZE MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK
 DF6122'SET IN THE TOP OF A 31-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8
 DF6122'M AND ABOUT 1 M BELOW THE ROAD PAVEMENT.
 DF6122'
 DF6122'THE STATION IS 6.8 M WEST OF THE CENTERLINE OF SOUTH UNION ROAD, 125 M
 DF6122'SOUTH-SOUTHWEST OF A WOOD POST FOR A 'STOP AHEAD' SIGN, 103 M NORTH OF
 DF6122'THE EXTENDED CENTER OF A PRIVATE ENTRANCE, 4 M SOUTH OF THE CENTER OF
 DF6122'A FIELD ENTRANCE, 2.1 M EAST OF THE TOP CENTER OF A 35-CM DIAMETER
 DF6122'CORRUGATED METAL CULVERT PIPE, 1.0 M WEST, 1.0 M SOUTH, AND 1.0 M
 DF6122'NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6122'
 DF6122'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF6122'DEGREES ABOVE THE HORIZON.
 DF6122
 DF6122                          STATION RECOVERY (2003)
 DF6122
 DF6122'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6122'RECOVERED IN GOOD CONDITION.
 DF6122
 DF6122                          STATION RECOVERY (2006)
 DF6122
 DF6122'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF6122'RECOVERED IN GOOD CONDITION.  IT IS 1.0 M EAST (NOT WEST), 1.0 M
 DF6122'SOUTH, AND 1.0 M NORTH OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF5987 ***********************************************************************
 DF5987  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5987  DESIGNATION -  CENTERVILLE S GPS
 DF5987  PID         -  DF5987
 DF5987  STATE/COUNTY-  WI/MANITOWOC
 DF5987  COUNTRY     -  US
 DF5987  USGS QUAD   -  CLEVELAND WEST (2018)
 DF5987
 DF5987                         *CURRENT SURVEY CONTROL
 DF5987  ______________________________________________________________________
 DF5987* NAD 83(2011) POSITION- 43 53 31.43746(N) 087 47 01.28122(W)   ADJUSTED
 DF5987* NAD 83(2011) ELLIP HT-   182.979 (meters)        (06/27/12)   ADJUSTED
 DF5987* NAD 83(2011) EPOCH   -  2010.00
 DF5987* NAVD 88 ORTHO HEIGHT -   218.92  (meters)      718.2   (feet) GPS OBS
 DF5987  ______________________________________________________________________
 DF5987  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF5987  GEOID HEIGHT    -        -35.939 (meters)                     GEOID12A
 DF5987  GEOID HEIGHT    -        -35.947 (meters)                     GEOID18
 DF5987  NAD 83(2011) X  -    178,044.479 (meters)                     COMP
 DF5987  NAD 83(2011) Y  - -4,600,486.923 (meters)                     COMP
 DF5987  NAD 83(2011) Z  -  4,399,583.819 (meters)                     COMP
 DF5987  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 DF5987
 DF5987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5987  Standards:
 DF5987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5987  -------------------------------------------------------------------
 DF5987  NETWORK    0.49   0.43           0.22   0.17   0.22     -0.08243362
 DF5987  -------------------------------------------------------------------
 DF5987  Click here for local accuracies and other accuracy information.
 DF5987
 DF5987.The horizontal coordinates were established by GPS observations
 DF5987.and adjusted by the National Geodetic Survey in June 2012.
 DF5987
 DF5987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5987.been affixed to the stable North American tectonic plate. See 
 DF5987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5987
 DF5987.The horizontal coordinates are valid at the epoch date displayed above
 DF5987.which is a decimal equivalence of Year/Month/Day.
 DF5987
 DF5987.The orthometric height was determined by GPS observations and a
 DF5987.high-resolution geoid model using precise GPS observation and
 DF5987.processing techniques.
 DF5987
 DF5987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5987.GEOID18 height accuracy estimate available here.
 DF5987
 DF5987.Click photographs - Photos may exist for this station.
 DF5987
 DF5987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5987
 DF5987.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5987
 DF5987.The ellipsoidal height was determined by GPS observations
 DF5987.and is referenced to NAD 83.
 DF5987
 DF5987. The following values were computed from the NAD 83(2011) position.
 DF5987
 DF5987;                    North         East     Units Scale Factor Converg.
 DF5987;SPC WI S     -   212,561.057   778,057.338   MT  0.99996921   +1 31 22.2
 DF5987;SPC WI S     -   697,377.40  2,552,676.45   sFT  0.99996921   +1 31 22.2
 DF5987;UTM  16      - 4,860,183.422   437,054.542   MT  0.99964873   -0 32 36.1
 DF5987
 DF5987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5987!SPC WI S     -   0.99997131  x   0.99996921  =   0.99994052
 DF5987!UTM  16      -   0.99997131  x   0.99964873  =   0.99962005
 DF5987
 DF5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3705460183(NAD 83)
 DF5987
 DF5987                          SUPERSEDED SURVEY CONTROL
 DF5987
 DF5987  NAD 83(2007)-  43 53 31.43751(N)    087 47 01.28204(W) AD(2002.00) 0
 DF5987  ELLIP H (02/10/07)  183.019  (m)                       GP(2002.00)    
 DF5987  NAD 83(1997)-  43 53 31.43760(N)    087 47 01.28198(W) AD(       ) 1
 DF5987  ELLIP H (06/11/03)  183.020  (m)                       GP(       ) 3 1
 DF5987  NAVD 88 (07/26/07)  218.89   (m)  GEOID03  model used  GPS OBS        
 DF5987  NAVD 88 (06/11/03)  218.90   (m)  GEOID99  model used  GPS OBS        
 DF5987
 DF5987.Superseded values are not recommended for survey control.
 DF5987
 DF5987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5987.See file dsdata.pdf to determine how the superseded data were derived.
 DF5987
 DF5987_MARKER: DD = SURVEY DISK
 DF5987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5987_STAMPING: CENTERVILLE S GPS 1993
 DF5987_MARK LOGO: WI-071
 DF5987_PROJECTION: FLUSH
 DF5987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5987+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 DF5987
 DF5987  HISTORY     - Date     Condition        Report By
 DF5987  HISTORY     - 1993     MONUMENTED       WI-071
 DF5987  HISTORY     - 2002     GOOD             WIDT
 DF5987  HISTORY     - 20030622 GOOD             USPSQD
 DF5987  HISTORY     - 20060104 GOOD             USPSQD
 DF5987  HISTORY     - 20060413 GOOD             WIDT
 DF5987
 DF5987                          STATION DESCRIPTION
 DF5987
 DF5987'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF5987'THE STATION IS ABOUT 46 KM NORTHEAST OF FOND DU LAC, 27 KM SOUTHWEST
 DF5987'OF MANITOWOC, AND 26 KM NORTHWEST OF SHEBOYGAN.
 DF5987'OWNERSHIP--CENTERVILLE TOWNSHIP.
 DF5987'
 DF5987'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY
 DF5987'HIGHWAY XX AT EXIT 137 ABOUT 0.5 KM WEST OF THE VILLAGE OF CLEVELAND,
 DF5987'GO WEST ON COUNTY HIGHWAY XX FOR 1.2 KM TO SOUTH UNION ROAD, TURN LEFT
 DF5987'AND GO SOUTH ON SOUTH UNION ROAD FOR 3.2 KM TO COUNTY LINE ROAD, TURN
 DF5987'RIGHT AND GO WEST ON COUNTY LANE ROAD FOR 0.2 KM TO THE STATION ON THE
 DF5987'RIGHT.
 DF5987'
 DF5987'THE STATION IS A BRONZE MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK
 DF5987'SET IN THE TOP OF A 35-CM DIAMETER CONCRETE MONUMENT ABOUT 1 M ABOVE
 DF5987'THE ROAD PAVEMENT.
 DF5987'
 DF5987'THE STATION IS 9.8 M NORTH OF THE CENTERLINE OF COUNTY LINE ROAD, 27.7
 DF5987'M NORTHEAST OF POWER POLE 46/52, 5 M WEST OF THE CENTER OF A FIELD
 DF5987'ENTRANCE, 2 M SOUTH OF A CULTIVATED FIELD, 1.0 M EAST, 1.0 M SOUTH,
 DF5987'AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF5987'
 DF5987'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10
 DF5987'DEGREES ABOVE THE HORIZON.
 DF5987
 DF5987                          STATION RECOVERY (2003)
 DF5987
 DF5987'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF5987'RECOVERED IN GOOD CONDITION.
 DF5987
 DF5987                          STATION RECOVERY (2006)
 DF5987
 DF5987'RECOVERY NOTE BY US POWER SQUADRON 2006 (FEB)
 DF5987'RECOVERED IN GOOD CONDITION.
 DF5987
 DF5987                          STATION RECOVERY (2006)
 DF5987
 DF5987'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF5987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1361 ***********************************************************************
 NH1361  DESIGNATION -  CENTRAL
 NH1361  PID         -  NH1361
 NH1361  STATE/COUNTY-  WI/ROCK
 NH1361  COUNTRY     -  US
 NH1361  USGS QUAD   -  BELOIT (2018)
 NH1361
 NH1361                         *CURRENT SURVEY CONTROL
 NH1361  ______________________________________________________________________
 NH1361* NAD 83(1991) POSITION- 42 33 21.92909(N) 089 04 49.62172(W)   ADJUSTED
 NH1361* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 NH1361  ______________________________________________________________________
 NH1361  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 NH1361  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 NH1361  HORZ ORDER      -  FIRST
 NH1361
 NH1361.The horizontal coordinates were established by classical geodetic methods
 NH1361.and adjusted by the National Geodetic Survey in November 1991.
 NH1361
 NH1361.The orthometric height was scaled from a topographic map.
 NH1361
 NH1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1361.GEOID18 height accuracy estimate available here.
 NH1361
 NH1361.Click photographs - Photos may exist for this station.
 NH1361
 NH1361.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1361
 NH1361. The following values were computed from the NAD 83(1991) position.
 NH1361
 NH1361;                    North         East     Units Scale Factor Converg.
 NH1361;SPC WI S     -    62,194.129   675,519.991   MT  1.00004045   +0 37 54.6
 NH1361;SPC WI S     -   204,048.57  2,216,268.50   sFT  1.00004045   +0 37 54.6
 NH1361;UTM  16      - 4,713,619.016   329,207.036   MT  0.99995890   -1 24 26.5
 NH1361
 NH1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1361!SPC WI S     -   0.99996093  x   1.00004045  =   1.00000138
 NH1361!UTM  16      -   0.99996093  x   0.99995890  =   0.99991983
 NH1361
 NH1361:                Primary Azimuth Mark                     Grid Az
 NH1361:SPC WI S     -  CENTRAL AZ MK                            003 48 50.8
 NH1361:UTM  16      -  CENTRAL AZ MK                            005 51 11.9
 NH1361
 NH1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2920713619(NAD 83)
 NH1361
 NH1361|---------------------------------------------------------------------|
 NH1361| PID    Reference Object                     Distance      Geod. Az  |
 NH1361|                                                           dddmmss.s |
 NH1361| CI8359 CENTRAL AZ MK                                      0042645.4 |
 NH1361| NH1338 JANESVILLE WISC SCH BLIND DOME      APPROX.12.5 KM 0151627.9 |
 NH1361| NH1320 JANESVILLE SEVEN DAY ADVENT CH      APPROX.14.5 KM 0174658.6 |
 NH1361| NH1336 JANESVILLE ST PATRICKS CATH CH      APPROX.14.1 KM 0181501.4 |
 NH1361| NH1322 JANESVILLE ST MARYS CH SPIRE        APPROX.15.2 KM 0184807.2 |
 NH1361| NH1335 JANESVILLE PARKER PEN CO TANK       APPROX.14.9 KM 0191934.0 |
 NH1361| NH1340 JANESVILLE JEFFERSON SCH DOME       APPROX.14.9 KM 0204129.2 |
 NH1361| NH1326 JANESVILLE GM PARTS CO STK          APPROX.13.0 KM 0212834.3 |
 NH1361| NH1330 JANESVILLE GM PARTS CORP TANK       APPROX.13.1 KM 0215158.3 |
 NH1361| NH1282 SHOPIERE CONG CH SPIRE              APPROX.11.8 KM 0820554.4 |
 NH1361| NH1357 ROCKFORD PORTAGE AIRWAY BN 1        APPROX. 4.2 KM 1104640.8 |
 NH1361| NH1348 BELOIT FAIRBANKS MORSE CO STK       APPROX. 6.2 KM 1390811.4 |
 NH1361| NH1349 BELOIT FAIRBANKS MORSE CO S TK      APPROX. 6.6 KM 1391930.3 |
 NH1361| NH1359 BELOIT FAIRBANKS MORSE CO N TK      APPROX. 6.3 KM 1395328.7 |
 NH1361| NH1347 BELOIT MUNICIPAL TANK               APPROX. 6.6 KM 1415417.8 |
 NH1361| NH1365 BELOIT WISC P AND L CO N STACK      APPROX. 6.8 KM 1442416.3 |
 NH1361| NH1353 BELOIT FIRST CONG CH SPIRE          APPROX. 7.4 KM 1442729.4 |
 NH1361| NH1364 BELOIT WISC P AND L CO S STACK      APPROX. 6.8 KM 1443245.8 |
 NH1361| NH1356 BELOIT COLLEGE ADM BLDG CUPOLA      APPROX. 7.2 KM 1452105.0 |
 NH1361| NH1355 BELOIT IRON WORKS STACK             APPROX. 7.0 KM 1474257.8 |
 NH1361| NH1398 S BELOIT RACINE FT KNIT CO TK       APPROX. 7.9 KM 1492530.9 |
 NH1361| NH1395 BELOIT R B AND J RR CO STACK        APPROX. 7.6 KM 1504620.3 |
 NH1361| CI8360 CENTRAL RM 1                         26.736 METERS 23016     |
 NH1361| NH1467 CHICAGO ST PAUL AWY BCN 9           APPROX.14.8 KM 2425846.9 |
 NH1361| CI8361 CENTRAL RM 2                         23.031 METERS 29734     |
 NH1361|---------------------------------------------------------------------|
 NH1361
 NH1361                          SUPERSEDED SURVEY CONTROL
 NH1361
 NH1361  NAD 83(1986)-  42 33 21.92557(N)    089 04 49.62542(W) AD(       ) 1
 NH1361  NAD 27      -  42 33 21.88100(N)    089 04 49.22600(W) AD(       ) 1
 NH1361
 NH1361.Superseded values are not recommended for survey control.
 NH1361
 NH1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1361.See file dsdata.pdf to determine how the superseded data were derived.
 NH1361
 NH1361_MARKER: DS = TRIANGULATION STATION DISK
 NH1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1361_STAMPING: CENTRAL 1935
 NH1361_MARK LOGO: CGS
 NH1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1361+STABILITY: SURFACE MOTION
 NH1361
 NH1361  HISTORY     - Date     Condition        Report By
 NH1361  HISTORY     - 1935     MONUMENTED       CGS
 NH1361  HISTORY     - 1957     GOOD             CGS
 NH1361  HISTORY     - 1958     GOOD             CHIAS
 NH1361  HISTORY     - 1975     GOOD             NGS
 NH1361  HISTORY     - 19950708 GOOD             USPSQD
 NH1361  HISTORY     - 20010331 GOOD             NGS
 NH1361
 NH1361                          STATION DESCRIPTION
 NH1361
 NH1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1361'STATION IS ABOUT 8 MILES SSW OF JANESVILLE, WISCONSIN, ABOUT
 NH1361'4-1/2 MILES NW OF BELOIT, WISCONSIN, IN SEC. 9, T 1 N, R 12 E,
 NH1361'ABOUT 1.6 MILES NORTH OF THE NY SCHOOL, ON FARM OCCUPIED
 NH1361'BY HENRY COX, ABOUT 0.5 MILE SW OF HIS HOUSE, ABOUT 0.2
 NH1361'MILE NORTH OF P.F. KINDS HOUSE WHICH IS ON WEST SIDE OF ROAD,
 NH1361'ON THE EAST RIGHT-OF-WAY FENCE LINE, AT SUMMIT OF GRADE,
 NH1361'ABOUT 0.4 MILE SOUTH OF T-ROAD INTERSECTION, 34 FEET EAST
 NH1361'OF CENTERLINE OF THE NORTH-SOUTH GRAVEL ROAD, 225 FEET NORTH
 NH1361'OF THE LONE 12-INCH CHERRY TREE THAT STANDS ON THE EAST
 NH1361'RIGHT-OF-WAY FENCE LINE, 62 FEET EAST OF THE LONE 4-INCH
 NH1361'WILLOW TREE THAT STANDS ON WEST SIDE OF THE ROAD.  THE MARK
 NH1361'PROJECTS 7 INCHES.
 NH1361'
 NH1361'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1361'TABLETS SET IN CONCRETE.
 NH1361'
 NH1361'AZIMUTH MARK IS NORTH OF STATION, 30 FEET SOUTH OF CENTERLINE
 NH1361'OF THE EAST-WEST GRAVEL ROAD, ABOUT 0.3 MILE WEST OF MR.
 NH1361'COXS HOUSE, ABOUT 200 FEET EAST OF CENTERLINE OF THE NORTH-SOUTH
 NH1361'GRAVEL ROAD, ON THE RIGHT-OF-WAY FENCE LINE.  IT PROJECTS
 NH1361'4 INCHES.
 NH1361'
 NH1361'R.M. NO. 1 IS SW OF STATION, 33 FEET WEST OF CENTERLINE OF
 NH1361'THE ROAD, ON THE EAST RIGHT-OF-WAY (CATTLE LANE) FENCE LINE.
 NH1361'IT PROJECTS 5 INCHES.
 NH1361'
 NH1361'R.M. NO. 2 IS WNW OF STATION, ON THE WEST RIGHT-OF-WAY (CATTLE
 NH1361'LANE) FENCE LINE, 33 FEET WEST OF CENTERLINE OF THE ROAD,
 NH1361'31 FEET NORTH OF THE LONE 4-INCH WILLOW TREE, 64 FEET SOUTH
 NH1361'OF THE NORTH END OF THE CATTLE LANE, 91.00 FEET NORTH OF
 NH1361'R.M. NO. 1.  IT PROJECTS 5 INCHES.
 NH1361'
 NH1361'THE BASE OF THE CROSS WAS THE OBJECT POINTED ON, ON THE SPIRE
 NH1361'OF THE ST. MARYS CHURCH IN JANESVILLE, WISCONSIN.
 NH1361'
 NH1361'THE BALL WAS THE OBJECT POINTED ON, ON THE MUNICIPAL TANK
 NH1361'IN BELOIT, WISCONSIN.
 NH1361'
 NH1361'THE BASE OF THE FINIAL WAS THE OBJECT POINTED ON, ON THE
 NH1361'CUPOLA ON THE FIRST CONGREGATIONAL CHURCH IN BELOIT, WISCONSIN.
 NH1361'
 NH1361'TO REACH FROM THE JUNCTION OF ROUTES 13, 81, 26, AND 51 IN
 NH1361'THE NORTHERN PART OF BELOIT, GO WEST AND NORTHWEST ON ROUTES
 NH1361'13 AND 81, 1.5 MILES TO JUNCTION OF ROUTES 13 AND 81.  CONTINUE
 NH1361'NORTHWESTERLY ON ROUTE 13 1.8 MILES TO A T-ROAD LEADING NORTH
 NH1361'(THE NY SCHOOL ON EAST SIDE OF THE GRAVEL T-ROAD ABOUT 0.15
 NH1361'MILE NORTH OF ROUTE 13).  THENCE NORTH ON THE GRAVEL T-ROAD
 NH1361'PAST THE SCHOOL 1.75 MILE TO STATION ON EAST SIDE OF THE
 NH1361'ROAD.
 NH1361'
 NH1361'AN 87-FOOT SIGNAL AT COLLEGE IS VISIBLE FROM THE GROUND.
 NH1361'
 NH1361'THE FOLLOWING 100-FOOT SIGNALS COME INTO VIEW AS FOLLOWS--
 NH1361'BLACK, 15 FEET.  STRAND, 35 FEET.  PLYMOUTH, VISIBLE FROM
 NH1361'GROUND.  JANESVILLE, VISIBLE FROM GROUND.  KREBS, 20 FEET.
 NH1361'MYERS, VISIBLE FROM GROUND.
 NH1361'
 NH1361'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 NH1361
 NH1361                          STATION RECOVERY (1957)
 NH1361
 NH1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1361'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 NH1361'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 NH1361'DIRECTIONS TO THE AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 NH1361'CHECKED, BUT A DIFFERENCE OF 30 MILLIMETERS LONGER WAS FOUND
 NH1361'IN THE DISTANCE TO REFERENCE MARK 1 AND A DIFFERENCE OF 7
 NH1361'MILLIMETERS LONGER WAS FOUND IN THE DISTANCE TO REFERENCE
 NH1361'MARK 2.  THE DISTANCES WERE RECHECKED AT THIS TIME.  THE
 NH1361'WILD CHERRY TREE AND THE WILLOW TREE USED AS REFERENCE POINTS
 NH1361'IN DESCRIBING THE STATION IN THE ORIGINAL DESCRIPTION ARE
 NH1361'NO LONGER THERE.  THE STATION IS 4 FEET NORTHWEST OF A WHITE
 NH1361'WITNESS POST WHICH WAS SET AT THIS TIME FOR AN ADDITIONAL
 NH1361'REFERENCE POINT.  OTHER REFERENCE POINTS ON ALL MARKS
 NH1361'REMAIN SUBSTANTIALLY THE SAME AND THE STATION IS ADEQUATELY
 NH1361'DESCRIBED.
 NH1361
 NH1361                          STATION RECOVERY (1958)
 NH1361
 NH1361'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1958
 NH1361'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 NH1361'IN GOOD CONDITION AS DESCRIBED.
 NH1361
 NH1361                          STATION RECOVERY (1975)
 NH1361
 NH1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 NH1361'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 NH1361'CONDITION AS DESCRIBED.  NEW REFRENCES FOLLOW--
 NH1361'
 NH1361'96.4 FEET NE OF POLE WITH ANTENNA ON TOP AND TRANSMITTER ON BOTTOM
 NH1361'OF POLE.
 NH1361'
 NH1361'138.8 FEET N OF POLE WPL 1-12-9 27/3.
 NH1361'
 NH1361'2 FEET E TO FENCE.
 NH1361
 NH1361                          STATION RECOVERY (1995)
 NH1361
 NH1361'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1361'RECOVERED IN GOOD CONDITION.
 NH1361
 NH1361                          STATION RECOVERY (2001)
 NH1361
 NH1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1361'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9078 ***********************************************************************
 AC9078  HT_MOD      -  This is a Height Modernization Survey Station.
 AC9078  DESIGNATION -  CENTURIA W 415
 AC9078  PID         -  AC9078
 AC9078  STATE/COUNTY-  WI/POLK
 AC9078  COUNTRY     -  US
 AC9078  USGS QUAD   -  CENTURIA (2018)
 AC9078
 AC9078                         *CURRENT SURVEY CONTROL
 AC9078  ______________________________________________________________________
 AC9078* NAD 83(2011) POSITION- 45 27 00.28055(N) 092 34 12.28453(W)   ADJUSTED
 AC9078* NAD 83(2011) ELLIP HT-   351.954 (meters)        (06/27/12)   ADJUSTED
 AC9078* NAD 83(2011) EPOCH   -  2010.00
 AC9078* NAVD 88 ORTHO HEIGHT -   379.65  (meters)     1245.6   (feet) GPS OBS
 AC9078  ______________________________________________________________________
 AC9078  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AC9078  GEOID HEIGHT    -        -27.712 (meters)                     GEOID12A
 AC9078  GEOID HEIGHT    -        -27.709 (meters)                     GEOID18
 AC9078  NAD 83(2011) X  -   -200,993.496 (meters)                     COMP
 AC9078  NAD 83(2011) Y  - -4,477,821.117 (meters)                     COMP
 AC9078  NAD 83(2011) Z  -  4,522,829.379 (meters)                     COMP
 AC9078  LAPLACE CORR    -         -6.40  (seconds)                    DEFLEC18
 AC9078
 AC9078  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9078  Standards:
 AC9078         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9078            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9078  -------------------------------------------------------------------
 AC9078  NETWORK    0.32   0.69           0.13   0.13   0.35      0.01358254
 AC9078  -------------------------------------------------------------------
 AC9078  Click here for local accuracies and other accuracy information.
 AC9078
 AC9078.The horizontal coordinates were established by GPS observations
 AC9078.and adjusted by the National Geodetic Survey in June 2012.
 AC9078
 AC9078.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9078.been affixed to the stable North American tectonic plate. See 
 AC9078.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9078
 AC9078.The horizontal coordinates are valid at the epoch date displayed above
 AC9078.which is a decimal equivalence of Year/Month/Day.
 AC9078
 AC9078.The orthometric height was determined by GPS observations and a
 AC9078.high-resolution geoid model using precise GPS observation and
 AC9078.processing techniques.
 AC9078
 AC9078.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9078.GEOID18 height accuracy estimate available here.
 AC9078
 AC9078.Click photographs - Photos may exist for this station.
 AC9078
 AC9078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9078
 AC9078.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9078
 AC9078.The ellipsoidal height was determined by GPS observations
 AC9078.and is referenced to NAD 83.
 AC9078
 AC9078. The following values were computed from the NAD 83(2011) position.
 AC9078
 AC9078;                    North         East     Units Scale Factor Converg.
 AC9078;SPC WI C     -   182,838.421   398,985.559   MT  0.99999087   -1 48 48.2
 AC9078;SPC WI C     -   599,862.39  1,309,005.12   sFT  0.99999087   -1 48 48.2
 AC9078;UTM  15      - 5,033,040.216   533,618.015   MT  0.99961390   +0 18 23.0
 AC9078
 AC9078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9078!SPC WI C     -   0.99994482  x   0.99999087  =   0.99993569
 AC9078!UTM  15      -   0.99994482  x   0.99961390  =   0.99955875
 AC9078
 AC9078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3361833040(NAD 83)
 AC9078
 AC9078                          SUPERSEDED SURVEY CONTROL
 AC9078
 AC9078  NAD 83(2007)-  45 27 00.28045(N)    092 34 12.28505(W) AD(2002.00) 0
 AC9078  ELLIP H (02/10/07)  351.990  (m)                       GP(2002.00)    
 AC9078  NAD 83(1997)-  45 27 00.28062(N)    092 34 12.28569(W) AD(       ) 1
 AC9078  ELLIP H (09/30/02)  352.012  (m)                       GP(       ) 2 1
 AC9078  NAD 83(1991)-  45 27 00.28017(N)    092 34 12.28378(W) AD(       ) 1
 AC9078  ELLIP H (06/10/97)  352.032  (m)                       GP(       ) 2 1
 AC9078  NAVD 88 (06/10/97)  379.7    (m)  GEOID96  model used  GPS OBS        
 AC9078
 AC9078.Superseded values are not recommended for survey control.
 AC9078
 AC9078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9078.See file dsdata.pdf to determine how the superseded data were derived.
 AC9078
 AC9078_MARKER: DD = SURVEY DISK
 AC9078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9078_STAMPING: CENTURIA W. 415 1995
 AC9078_MARK LOGO: WI-095
 AC9078_PROJECTION: FLUSH
 AC9078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9078+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2010
 AC9078
 AC9078  HISTORY     - Date     Condition        Report By
 AC9078  HISTORY     - 1995     MONUMENTED       WI-095
 AC9078  HISTORY     - 20051106 GOOD             WIDT
 AC9078  HISTORY     - 20100817 GOOD             WIDT
 AC9078
 AC9078                          STATION DESCRIPTION
 AC9078
 AC9078'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9078'THE STATION IS LOCATED 1 MI (1.6 KM) WEST OF VILLAGE OF CENTURIA,
 AC9078'WISCONSIN IN THE SOUTHEAST QUARTER OF NORTHEAST QUARTER OF SECTION 10,
 AC9078'T.34N., R.18W., 4TH P.M.  TOWN OF ST. CROIX FALLS, POLK COUNTY. TO
 AC9078'REACH THE STATION, BEGIN AT THE INTERSECTION OF STATE HIGHWAY 35 AND
 AC9078'COUNTY TRUNK HIGHWAY I, GO SOUTH .5 MI (0.8 KM) TO THE INTERSECTION OF
 AC9078'STATE HIGHWAY 35 AND 160TH AVENUE, GO WEST 1 MI (1.6 KM) TO THE
 AC9078'INTERSECTION OF 160TH AVENUE AND 200TH STREET, GO NORTH .7 MI (1.1 KM)
 AC9078'TO THE STATION.  THE STATION IS LOCATED 24 FEET (7.3 M) WEST OF 200TH
 AC9078'STREET, 10 FEET (3.0 M) SOUTH OF CENTERLINE OF FIELD DRIVE TO WEST, .2
 AC9078'MI (0.3 KM) NORTH OF 165TH AVENUE, .3 MI (0.5 KM) SOUTH OF 170TH
 AC9078'AVENUE (FIRST AVENUE CENTURIA) .  THE STATION IS A BRASS CAP, SET IN A
 AC9078'1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT
 AC9078'FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6
 AC9078'M) FROM THE STATION.
 AC9078
 AC9078                          STATION RECOVERY (2005)
 AC9078
 AC9078'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9078'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- FROM
 AC9078'THE INTERSECTION OF STATE HIGHWAY 35 AND COUNTY HIGHWAY I EAST AND
 AC9078'EIGHTH STREET ON THE SOUTH SIDE OF THE VILLAGE OF CENTURIA, GO WEST ON
 AC9078'EIGHTH STREET FOR 1.0 MILE TO 200TH STREET, TURN RIGHT AND GO NORTH ON
 AC9078'200TH STREET FOR 0.15 MILE TO THE STATION ON THE LEFT.
 AC9078'ADD-- THE STATION IS 21.2 M NORTHWEST OF THE NORTHERN OF TWO ORANGE
 AC9078'--FIBER OPTIC-- SIGN POSTS AND 1.0 M WEST, 1.0 M NORTHEAST, AND 1.0 M
 AC9078'SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AC9078'
 AC9078
 AC9078                          STATION RECOVERY (2010)
 AC9078
 AC9078'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AC9078'-NOTE-PLASTIC WITNESS POST HAS BEEN REMOVED.  OTHERWISE, RECOVERED AS
 AC9078'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0569 ***********************************************************************
 QL0569  DESIGNATION -  CHALK
 QL0569  PID         -  QL0569
 QL0569  STATE/COUNTY-  WI/MARINETTE
 QL0569  COUNTRY     -  US
 QL0569  USGS QUAD   -  MISCAUNO ISLAND (2018)
 QL0569
 QL0569                         *CURRENT SURVEY CONTROL
 QL0569  ______________________________________________________________________
 QL0569* NAD 83(1991) POSITION- 45 31 05.19236(N) 087 48 37.84885(W)   ADJUSTED
 QL0569* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 QL0569  ______________________________________________________________________
 QL0569  GEOID HEIGHT    -        -35.802 (meters)                     GEOID18
 QL0569  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 QL0569  HORZ ORDER      -  SECOND
 QL0569
 QL0569.The horizontal coordinates were established by classical geodetic methods
 QL0569.and adjusted by the National Geodetic Survey in November 1991.
 QL0569
 QL0569.The orthometric height was scaled from a topographic map.
 QL0569
 QL0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0569.GEOID18 height accuracy estimate available here.
 QL0569
 QL0569.Click photographs - Photos may exist for this station.
 QL0569
 QL0569.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0569
 QL0569. The following values were computed from the NAD 83(1991) position.
 QL0569
 QL0569;                    North         East     Units Scale Factor Converg.
 QL0569;SPC WI C     -   189,524.318   771,051.026   MT  1.00000350   +1 32 41.5
 QL0569;SPC WI C     -   621,797.70  2,529,689.91   sFT  1.00000350   +1 32 41.5
 QL0569;UTM  16      - 5,040,827.826   436,697.505   MT  0.99964927   -0 34 41.9
 QL0569
 QL0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0569!SPC WI C     -   0.99996407  x   1.00000350  =   0.99996757
 QL0569!UTM  16      -   0.99996407  x   0.99964927  =   0.99961335
 QL0569
 QL0569:                Primary Azimuth Mark                     Grid Az
 QL0569:SPC WI C     -  CHALK AZ MK                              259 23 11.8
 QL0569:UTM  16      -  CHALK AZ MK                              261 30 35.2
 QL0569
 QL0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3669740827(NAD 83)
 QL0569
 QL0569|---------------------------------------------------------------------|
 QL0569| PID    Reference Object                     Distance      Geod. Az  |
 QL0569|                                                           dddmmss.s |
 QL0569| CJ4423 CHALK RM 1                           17.182 METERS 11320     |
 QL0569| QL0570 CHALK RM 2                           18.932 METERS 19007     |
 QL0569| CJ4422 CHALK AZ MK                                        2605553.3 |
 QL0569|---------------------------------------------------------------------|
 QL0569
 QL0569                          SUPERSEDED SURVEY CONTROL
 QL0569
 QL0569  NAD 83(1986)-  45 31 05.19363(N)    087 48 37.85077(W) AD(       ) 2
 QL0569  NAD 27      -  45 31 05.31300(N)    087 48 37.43200(W) AD(       ) 2
 QL0569
 QL0569.Superseded values are not recommended for survey control.
 QL0569
 QL0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0569.See file dsdata.pdf to determine how the superseded data were derived.
 QL0569
 QL0569_MARKER: DS = TRIANGULATION STATION DISK
 QL0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0569_STAMPING: CHALK 1954
 QL0569_MARK LOGO: CGS
 QL0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0569+STABILITY: SURFACE MOTION
 QL0569
 QL0569  HISTORY     - Date     Condition        Report By
 QL0569  HISTORY     - 1954     MONUMENTED       CGS
 QL0569  HISTORY     - 1975     SEE DESCRIPTION  ALSTER
 QL0569  HISTORY     - 19921005 GOOD             USPSQD
 QL0569
 QL0569                          STATION DESCRIPTION
 QL0569
 QL0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0569'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF PEMBINE, 9 MILES
 QL0569'EAST OF AMBERG AND 3/4 MILE NORTHWEST OF THE WISCONSIN-MICHIGAN POWER
 QL0569'COMPANY DAM AND POWER PLANT ON THE MENOMINEE RIVER.
 QL0569'
 QL0569'THE STATION IS 57 FEET NORTH OF THE NORTHWEST LEG OF LOOKOUT TOWER AND
 QL0569'7 FEET EAST OF WITNESS POST.  IT PROJECTS ABOUT 1 INCH AND THE DISK IS
 QL0569'STAMPED CHALK 1954.
 QL0569'
 QL0569'REFERENCE MARK NO. 1 IS AT THE EAST END OF A CLEARED PATH.  IT
 QL0569'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CHALK NO 1 1954.
 QL0569'
 QL0569'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NO. 2 WHICH IS
 QL0569'LOCATED IN THE CENTER OF THE BASE OF THE LOOKOUT TOWER.  IT PROJECTS
 QL0569'ABOUT 2 INCHES AND THE DISK IS STAMPED CHALK NO 2 1954.
 QL0569'
 QL0569'AZIMUTH MARK IS 21 FEET WEST OF THE APPROXIMATE CENTER OF A T
 QL0569'INTERSECTION, 2 FEET EAST OF FENCE CORNER AND 2 FEET SOUTH OF WITNESS
 QL0569'POST.  IT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED CHALK 1954.
 QL0569'
 QL0569'THE MARK IS NOT V.G.
 QL0569'
 QL0569'TO REACH FROM THE RAILROAD DEPOT IN PEMBINE GO SOUTHERLY ON U.S.
 QL0569'HIGHWAY 141 FOR 10.0 MILES TO JUNCTION OF COUNTY ROUTE K.  TURN LEFT
 QL0569'AND GO EAST ON COUNTY ROUTE K FOR 6.4 MILES TO CROSSROADS AND END OF
 QL0569'BLACKTOP.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO FORKS.  TAKE RIGHT
 QL0569'FORK FOR 2.0 MILES TO CROSSROADS.  TURN LEFT AND GO NORTH FOR 0.15
 QL0569'MILE TO POINT WHERE MAIN ROAD TURNS RIGHT.  CONTINUE STRAIGHT AHEAD
 QL0569'FOR 1.0 MILE TO SIDE ROAD LEFT. FROM THIS POINT GO WEST FOR 0.45 MILE
 QL0569'TO T INTERSECTION AND AZIMUTH MARK AS DESCRIBED.  CONTINUE STRAIGHT
 QL0569'AHEAD FOR 0.05 MILE TO GATE AND WOODS ROAD ON THE RIGHT.  FOLLOW WOODS
 QL0569'ROAD EASTERLY FOR 0.15 MILE TO DIM FORKS.  KEEP LEFT FORK FOR 0.05
 QL0569'MILE TO LOOKOUT TOWER AND STATION AS DESCRIBED.  MILE TO LOOKOUT TOWER
 QL0569'AND STATION AS DESCRIBED.
 QL0569'
 QL0569'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QL0569
 QL0569                          STATION RECOVERY (1975)
 QL0569
 QL0569'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1975 (LC)
 QL0569'CHALK 1954 GOOD.  CHALK NO 1 1954 GOOD.  CHALK NO 2 1954 GOOD.  AZ
 QL0569'MARK NOT FOUND AND WOULD NOT BE VISIBLE FROM GROUND.  PROPERTY OWNER
 QL0569'WIS MICH POWER COMPANY.  LOCALITY-FROM THE INTERSECTION OF C.T.H.K AND
 QL0569'WHAF RAPIDS LODGE DRIVE NORTH 0.8 MI (1.3 KM) ABOUT 0.15 MI (0.24 KM)
 QL0569'NORTHEAST OF W 1/4 CORNER SEC 87 T35N, R22E.
 QL0569
 QL0569                          STATION RECOVERY (1992)
 QL0569
 QL0569'RECOVERY NOTE BY US POWER SQUADRON 1992 (AEA)
 QL0569'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0570 ***********************************************************************
 QL0570  DESIGNATION -  CHALK RM 2
 QL0570  PID         -  QL0570
 QL0570  STATE/COUNTY-  WI/MARINETTE
 QL0570  COUNTRY     -  US
 QL0570  USGS QUAD   -  MISCAUNO ISLAND (2018)
 QL0570
 QL0570                         *CURRENT SURVEY CONTROL
 QL0570  ______________________________________________________________________
 QL0570* NAD 83(1991) POSITION- 45 31 04.58867(N) 087 48 38.00218(W)   ADJUSTED
 QL0570* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 QL0570  ______________________________________________________________________
 QL0570  GEOID HEIGHT    -        -35.802 (meters)                     GEOID18
 QL0570  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 QL0570  HORZ ORDER      -  SECOND
 QL0570
 QL0570.The horizontal coordinates were established by classical geodetic methods
 QL0570.and adjusted by the National Geodetic Survey in November 1991.
 QL0570
 QL0570.The orthometric height was scaled from a topographic map.
 QL0570
 QL0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0570.GEOID18 height accuracy estimate available here.
 QL0570
 QL0570.Click photographs - Photos may exist for this station.
 QL0570
 QL0570.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0570
 QL0570. The following values were computed from the NAD 83(1991) position.
 QL0570
 QL0570;                    North         East     Units Scale Factor Converg.
 QL0570;SPC WI C     -   189,505.598   771,048.202   MT  1.00000347   +1 32 41.4
 QL0570;SPC WI C     -   621,736.28  2,529,680.64   sFT  1.00000347   +1 32 41.4
 QL0570;UTM  16      - 5,040,809.229   436,693.991   MT  0.99964927   -0 34 42.0
 QL0570
 QL0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0570!SPC WI C     -   0.99996407  x   1.00000347  =   0.99996754
 QL0570!UTM  16      -   0.99996407  x   0.99964927  =   0.99961335
 QL0570
 QL0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3669340809(NAD 83)
 QL0570
 QL0570                          SUPERSEDED SURVEY CONTROL
 QL0570
 QL0570  NAD 83(1986)-  45 31 04.58996(N)    087 48 38.00410(W) AD(       ) 2
 QL0570  NAD 27      -  45 31 04.70900(N)    087 48 37.58500(W) AD(       ) 2
 QL0570
 QL0570.Superseded values are not recommended for survey control.
 QL0570
 QL0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0570.See file dsdata.pdf to determine how the superseded data were derived.
 QL0570
 QL0570_MARKER: DR = REFERENCE MARK DISK
 QL0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0570_STAMPING: CHALK NO 2 1954
 QL0570_MARK LOGO: CGS
 QL0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0570+STABILITY: SURFACE MOTION
 QL0570
 QL0570  HISTORY     - Date     Condition        Report By
 QL0570  HISTORY     - 1954     MONUMENTED       CGS
 QL0570
 QL0570                          STATION DESCRIPTION
 QL0570
 QL0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0570'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF PEMBINE, 9 MILES
 QL0570'EAST OF AMBERG AND
 QL0570'3/4 MILE NORTHWEST OF THE WISCONSIN-MICHIGAN POWER COMPANY DAM AND
 QL0570'POWER PLANT ON THE MENOMINEE RIVER.
 QL0570'STATION IS A FOUR LEGGED STEEL TOWER WITH AN OPEN
 QL0570'OBSERVATION PLATFORM MADE OF WOOD ON THE TOP.  STATION
 QL0570'IS ABOUT 50 FEET HIGH.  THE POINT
 QL0570'TRAVERSED TO WAS CHALK R.M. 2 LOCATED IN THE CENTER OF THE BASE OF
 QL0570'TOWER.  THE MARK PROJECTS ABOUT 2 INCHES
 QL0570'AND THE DISK IS STAMPED CHALK NO 2 1954.  NOTE 11A.
 QL0570'
 QL0570'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION STATION
 QL0570'CHALK AND THE DISTANCE IS
 QL0570'18.932 METERS OR 62.11 FEET SOUTH.
 QL0570'
 QL0570'TO REACH FROM THE RAILROAD DEPOT IN PEMBINE GO SOUTHERLY ON U.S.
 QL0570'HIGHWAY 141 FOR 10.0 MILES TO
 QL0570'JUNCTION OF COUNTY ROUTE K.  TURN LEFT AND GO EAST ON COUNTY ROUTE K
 QL0570'FOR 6.4 MILES TO CROSSROADS AND
 QL0570'END OF BLACKTOP.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO FORKS.
 QL0570'TAKE RIGHT FORK FOR 2.0 MILES TO
 QL0570'CROSSROADS.  TURN LEFT AND GO NORTH FOR 0.15 MILE TO
 QL0570'POINT WHERE MAIN ROAD TURNS RIGHT.  CONTINUE
 QL0570'STRAIGHT AHEAD FOR 1.0 MILE TO SIDE ROAD
 QL0570'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO GATE AND WOODS
 QL0570'ROAD ON RIGHT.  FOLLOW WOODS ROAD
 QL0570'EASTERLY FOR 0.15 MILE TO DIM FORKS.  KEEP LEFT FORK FOR 0.05 MILE TO
 QL0570'LOOKOUT TOWER AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1301 ***********************************************************************
 PN1301  DESIGNATION -  CHALLONER
 PN1301  PID         -  PN1301
 PN1301  STATE/COUNTY-  WI/WAUSHARA
 PN1301  COUNTRY     -  US
 PN1301  USGS QUAD   -  COLOMA (2018)
 PN1301
 PN1301                         *CURRENT SURVEY CONTROL
 PN1301  ______________________________________________________________________
 PN1301* NAD 83(1991) POSITION- 44 05 55.24745(N) 089 32 32.98439(W)   ADJUSTED
 PN1301* NAVD 88 ORTHO HEIGHT -   332.3   (meters)     1090.    (feet) VERTCON3
 PN1301  ______________________________________________________________________
 PN1301  GEOID HEIGHT    -        -35.970 (meters)                     GEOID18
 PN1301  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 PN1301  HORZ ORDER      -  SECOND
 PN1301
 PN1301.The horizontal coordinates were established by classical geodetic methods
 PN1301.and adjusted by the National Geodetic Survey in November 1991.
 PN1301
 PN1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1301
 PN1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1301.GEOID18 height accuracy estimate available here.
 PN1301
 PN1301.Click photographs - Photos may exist for this station.
 PN1301
 PN1301.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1301
 PN1301. The following values were computed from the NAD 83(1991) position.
 PN1301
 PN1301;                    North         East     Units Scale Factor Converg.
 PN1301;SPC WI S     -   233,252.179   636,633.868   MT  1.00000666   +0 18 51.7
 PN1301;SPC WI S     -   765,261.52  2,088,689.62   sFT  1.00000666   +0 18 51.7
 PN1301;UTM  16      - 4,885,976.316   296,493.626   MT  1.00010938   -1 46 11.7
 PN1301
 PN1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1301!SPC WI S     -   0.99995354  x   1.00000666  =   0.99996020
 PN1301!UTM  16      -   0.99995354  x   1.00010938  =   1.00006291
 PN1301
 PN1301:                Primary Azimuth Mark                     Grid Az
 PN1301:SPC WI S     -  HANCOCK MUN WATER TANK                   024 58 14.8
 PN1301:UTM  16      -  HANCOCK MUN WATER TANK                   027 03 18.2
 PN1301
 PN1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9649385976(NAD 83)
 PN1301
 PN1301|---------------------------------------------------------------------|
 PN1301| PID    Reference Object                     Distance      Geod. Az  |
 PN1301|                                                           dddmmss.s |
 PN1301| CS5509 HANCOCK MUN WATER TANK                             0251706.5 |
 PN1301| CS5482 CHALLONER RM 1                        6.781 METERS 02616     |
 PN1301| CS5483 CHALLONER RM 2                        6.925 METERS 15410     |
 PN1301| PN1323 MIDWESTERN RELAY COMPANY MAST       APPROX. 0.8 KM 2661755.1 |
 PN1301|---------------------------------------------------------------------|
 PN1301
 PN1301                          SUPERSEDED SURVEY CONTROL
 PN1301
 PN1301  NAD 83(1986)-  44 05 55.24483(N)    089 32 32.99305(W) AD(       ) 2
 PN1301  NGVD 29 (03/14/91)  332.3    (m)         1090.     (f) VERT ANG       
 PN1301
 PN1301.Superseded values are not recommended for survey control.
 PN1301
 PN1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1301.See file dsdata.pdf to determine how the superseded data were derived.
 PN1301
 PN1301_MARKER: DE = TRAVERSE STATION DISK
 PN1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1301_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1301+STABILITY: SURFACE MOTION
 PN1301
 PN1301  HISTORY     - Date     Condition        Report By
 PN1301  HISTORY     - 1979     MONUMENTED       WIDT
 PN1301
 PN1301                          STATION DESCRIPTION
 PN1301
 PN1301'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1301'THE STATION IS LOCATED ALONG 4TH AVENUE (OLD USH 51) ABOUT 13 MILES
 PN1301'WEST NORTHWEST OF WAUTOMA, 5 MILES NORTH NORTHEAST OF COLOMA, AND 2.5
 PN1301'MILES SOUTH SOUTHWEST OF HANCOCK.
 PN1301'
 PN1301'TO REACH THE STATION FROM THE US POST OFFICE AT THE INTERSECTION OF
 PN1301'CTH V AND MAIN STREET IN HANCOCK, GO WEST ON CTH V FOR 0.42 MILE TO
 PN1301'JUNCTION WITH USH 51 OVERHEAD.  CONTINUE WEST ON CTH V FOR 0.14 MILE
 PN1301'THEN SOUTH ON CTH V FOR 1.85 MILES TO A THE Y-INTERSECTION OF CTH V
 PN1301'AND 4TH AVENUE.  VEER LEFT AND GO SOUTH ON 4TH AVENUE FOR 0.85 MILE TO
 PN1301'STATION ON LEFT ON HIGHWAY RIGHT OF WAY.
 PN1301'
 PN1301'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---CHALLONER 1979---.
 PN1301'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1301'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 57 FEET
 PN1301'NORTHWEST OF A WELL VENT, 38 FEET EAST OF THE CENTER OF 4TH AVENUE, 10
 PN1301'FEET WEST OF A FENCE, 9 FEET SOUTH OF POWER POLE NUMBER--151-79--, AND
 PN1301'2.5 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 PN1301'AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1301'
 PN1301'REFERENCE MARK 1 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1301'MAGNETIC CAP DRIVEN FLUSH WITH THE GROUND SURFACE.  THE CAP IS
 PN1301'STAMPED---CHALLONER RM 1 1979---.  IT IS 48 FEET EAST OF THE CENTER OF
 PN1301'4TH AVENUE, 21 FEET NORTHEAST OF A METAL WITNESS POST, 13.5 FEET
 PN1301'NORTHEAST OF POWER POLE NUMBER--151-79--, 0.5 FEET WEST OF A FENCE,
 PN1301'AND LEVEL WITH THE STATION.
 PN1301'
 PN1301'REFERENCE MARK 2 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1301'MAGNETIC CAP DRIVEN FLUSH WITH THE GROUND SURFACE.  THE CAP IS
 PN1301'STAMPED---CHALLONER RM 2 1979---.  IT IS 48 FEET EAST OF THE CENTER OF
 PN1301'4TH AVENUE, 35 FEET NORTHWEST OF A VENT PIPE, 30.5 FEET SOUTHEAST OF
 PN1301'POWER POLE NUMBER--151-79--, 22 FEET SOUTHEAST OF A METAL WITNESS
 PN1301'POST, 0.5 FEET WEST OF A FENCE, AND LEVEL WITH THE STATION.
 PN1301'
 PN1301'THE STATION, HANCOCK MUNICIPAL WATER TANK, IS THE APEX OF THE VENT
 PN1301'AT THE TOP CENTER OF A SILVER CYLINDRICALLY SHAPED WATER TANK WITH A
 PN1301'RED DOME TOP AND A FUNNEL SHAPED BOTTOM.  THE TANK IS
 PN1301'SUPPORTED BY 3 TUBULAR LEGS ABOUT 160 FEET HIGH.  THE TANK IS OWNED BY
 PN1301'THE VILLAGE OF HANCOCK AND IS LOCATED ON A SMALL WOODED HILL IN THE
 PN1301'NORTHEAST CORNER OF THE VILLAGE ABOUT 180 FEET EAST OF OAK STREET AND
 PN1301'75 FEET NORTH OF SCHOOL STREET.  THIS LANDMARK STATION IS NOT TO BE
 PN1301'POSITIONED BUT IS ONLY TO BE USED FOR AZIMUTH CONTROL FROM STATION
 PN1301'CHALLONER WIDT.  NO OTHER AZIMUTH MARK WAS SET.
 PN1301'
 PN1301'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.72 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0023 ***********************************************************************
 QN0023  DESIGNATION -  CHALMERS
 QN0023  PID         -  QN0023
 QN0023  STATE/COUNTY-  WI/LINCOLN
 QN0023  COUNTRY     -  US
 QN0023  USGS QUAD   -  BRANTWOOD (2018)
 QN0023
 QN0023                         *CURRENT SURVEY CONTROL
 QN0023  ______________________________________________________________________
 QN0023* NAD 83(1991) POSITION- 45 33 15.73467(N) 090 00 47.19812(W)   ADJUSTED
 QN0023* NAVD 88 ORTHO HEIGHT -   476.231 (meters)     1562.43  (feet) ADJUSTED
 QN0023  ______________________________________________________________________
 QN0023  GEOID HEIGHT    -        -30.962 (meters)                     GEOID18
 QN0023  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 QN0023  DYNAMIC HEIGHT  -        476.210 (meters)     1562.37  (feet) COMP
 QN0023  MODELED GRAVITY -    980,557.5   (mgal)                       NAVD 88
 QN0023
 QN0023  HORZ ORDER      -  FIRST
 QN0023  VERT ORDER      -  FIRST     CLASS II
 QN0023
 QN0023.The horizontal coordinates were established by classical geodetic methods
 QN0023.and adjusted by the National Geodetic Survey in November 1991.
 QN0023
 QN0023.The orthometric height was determined by differential leveling and
 QN0023.adjusted by the NATIONAL GEODETIC SURVEY
 QN0023.in June 1991.
 QN0023
 QN0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0023.GEOID18 height accuracy estimate available here.
 QN0023
 QN0023.Click photographs - Photos may exist for this station.
 QN0023
 QN0023.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0023
 QN0023.The dynamic height is computed by dividing the NAVD 88
 QN0023.geopotential number by the normal gravity value computed on the
 QN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0023.degrees latitude (g = 980.6199 gals.).
 QN0023
 QN0023.The modeled gravity was interpolated from observed gravity values.
 QN0023
 QN0023. The following values were computed from the NAD 83(1991) position.
 QN0023
 QN0023;                    North         East     Units Scale Factor Converg.
 QN0023;SPC WI C     -   191,248.502   598,976.277   MT  1.00001081   -0 00 33.3
 QN0023;SPC WI C     -   627,454.46  1,965,141.34   sFT  1.00001081   -0 00 33.3
 QN0023;UTM  15      - 5,048,877.131   733,129.493   MT  1.00026826   +2 08 00.0
 QN0023;UTM  16      - 5,048,953.702   264,823.955   MT  1.00028004   -2 09 07.5
 QN0023
 QN0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0023!SPC WI C     -   0.99993020  x   1.00001081  =   0.99994101
 QN0023!UTM  15      -   0.99993020  x   1.00026826  =   1.00019844
 QN0023!UTM  16      -   0.99993020  x   1.00028004  =   1.00021022
 QN0023
 QN0023:                Primary Azimuth Mark                     Grid Az
 QN0023:SPC WI C     -  TRIPOLI                                  068 48 45.9
 QN0023:UTM  15      -  TRIPOLI                                  066 40 12.6
 QN0023:UTM  16      -  TRIPOLI                                  070 57 20.1
 QN0023
 QN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3312948877(NAD 83)
 QN0023
 QN0023|---------------------------------------------------------------------|
 QN0023| PID    Reference Object                     Distance      Geod. Az  |
 QN0023|                                                           dddmmss.s |
 QN0023| QM0383 TRIPOLI                             APPROX. 1.6 KM 0684812.6 |
 QN0023| CJ4424 CHALMERS RM                          23.140 METERS 26559     |
 QN0023|---------------------------------------------------------------------|
 QN0023
 QN0023                          SUPERSEDED SURVEY CONTROL
 QN0023
 QN0023  NAD 83(1986)-  45 33 15.72991(N)    090 00 47.19494(W) AD(       ) 1
 QN0023  NAD 27      -  45 33 15.81500(N)    090 00 46.69100(W) AD(       ) 1
 QN0023  USSD        -  45 33 16.07000(N)    090 00 46.48200(W) AD(       ) 3
 QN0023  NGVD 29 (??/??/92)  476.221  (m)         1562.40   (f) ADJ UNCH    1 2
 QN0023  NGVD 29             476.22   (m)         1562.4    (f) LEVELING    3  
 QN0023
 QN0023.Superseded values are not recommended for survey control.
 QN0023
 QN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0023.See file dsdata.pdf to determine how the superseded data were derived.
 QN0023
 QN0023_MARKER: DS = TRIANGULATION STATION DISK
 QN0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0023_STAMPING: ELEV 1562.402 FT CHALMERS 1921
 QN0023_MARK LOGO: CGS
 QN0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0023+STABILITY: SURFACE MOTION
 QN0023
 QN0023  HISTORY     - Date     Condition        Report By
 QN0023  HISTORY     - 1921     MONUMENTED       CGS
 QN0023  HISTORY     - 1921     GOOD             CGS
 QN0023  HISTORY     - 1934     GOOD             CGS
 QN0023  HISTORY     - 1952     MARK NOT FOUND   CGS
 QN0023  HISTORY     - 1970     MARK NOT FOUND   USGS
 QN0023  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QN0023  HISTORY     - 1975     MARK NOT FOUND   USGS
 QN0023  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0023  HISTORY     - 20050817 MARK NOT FOUND   WIDT
 QN0023
 QN0023                          STATION DESCRIPTION
 QN0023
 QN0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0023'STATION IS ABOUT 1-1/4 MILES W OF TRIPOLI, ON THE EXTENSION
 QN0023'OF THE N RAIL FROM THE E AND W, 175 METERS W OF THE INTERSECTION
 QN0023'OF U.S. HIGHWAY 8 AND THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0023'MARIE RAILWAY, AND 14.30 METERS (46.96 FEET) S OF THE SAME
 QN0023'RAILROAD.
 QN0023'
 QN0023'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 QN0023'SET IN CONCRETE.
 QN0023
 QN0023                          STATION RECOVERY (1921)
 QN0023
 QN0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0023'1.2 MI W FROM TRIPOLI.
 QN0023'IN LINCOLN COUNTY, 1-1/4 MILES WEST ALONG THE MINNEAPOLIS, ST.
 QN0023'PAUL AND SAULT STE. MARIE RAILROAD FROM TRIPOLI, ONEIDA COUNTY,
 QN0023'192 YARDS WEST OF A ROAD CROSSING, AT THE INTERSECTION OF THE
 QN0023'LINES DEFINED BY THE NORTH RAIL OF THE EAST TANGENT AND THE
 QN0023'NORTH RAIL OF THE WEST TANGENT, AND 47.0 FEET SOUTH OF THE
 QN0023'TRACK.  A STANDARD TRIANGULATION-STATION DISK, STAMPED ELEV.
 QN0023'1562.402 FT. CHALMERS 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0023
 QN0023                          STATION RECOVERY (1934)
 QN0023
 QN0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0023'RECOVERED IN GOOD CONDITION.
 QN0023
 QN0023                          STATION RECOVERY (1952)
 QN0023
 QN0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0023'A SEARCH WAS MADE FOR THE STATION MARK BUT IT WAS NOT RECOVERED.
 QN0023'IT IS POSSIBLE THAT IT HAS BEEN DESTROYED IN WIDENING U.S.
 QN0023'HIGHWAY 8 AT THIS LOCATION.
 QN0023'
 QN0023'REFERENCE MARK WAS RECOVERED IN A LOOSE POSITION ON EDGE OF
 QN0023'GRADED BANK OF THE HIGHWAY.
 QN0023
 QN0023                          STATION RECOVERY (1970)
 QN0023
 QN0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QN0023'DUG AND PROBED EXTENSIVELY IN THE AREA DESCRIBED.  NOT RECOVERED.
 QN0023'
 QN0023'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MI
 QN0023'ALONG MINN. ST. PAUL, SLT. ST. MARIE RR FROM TRIPOLI.
 QN0023
 QN0023                          STATION RECOVERY (1971)
 QN0023
 QN0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QN0023'REFERENCE MARK WAS FOUND TO HAVE BEEN HIT AND LEANING TO THE
 QN0023'WEST.  A SEARCH WAS MADE FOR THE STATION MARK USING DISTANCE
 QN0023'FROM THE MARK AND RAILROAD TRACK.  THIS WOULD PLACE THE STATION
 QN0023'MARK IN AN AREA WHICH HAS BEEN GRADED OUT FOR ROAD WORK.
 QN0023'THE REFERENCE MARK WAS LEFT INTACT.  THE STATION MARK IS
 QN0023'ASSUMED TO HAVE BEEN DESTROYED BY GRADING.
 QN0023'
 QN0023'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4
 QN0023'MILES WEST OF TRIPOLI.
 QN0023
 QN0023                          STATION RECOVERY (1975)
 QN0023
 QN0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QN0023'MARK NOT FOUND.
 QN0023
 QN0023                          STATION RECOVERY (1985)
 QN0023
 QN0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0023'MARK NOT FOUND.
 QN0023
 QN0023                          STATION RECOVERY (2005)
 QN0023
 QN0023'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QN0023'MARK NOT FOUND.  ADD--TAPED MULTIPLE DISTANCES FROM PREVIOUS
 QN0023'DESCRIPTIONS WITHOUT RECOVERING ANY EVIDENCE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0508 ***********************************************************************
 QL0508  DESIGNATION -  CHAMBERS ISLAND LIGHTHOUSE
 QL0508  PID         -  QL0508
 QL0508  STATE/COUNTY-  WI/DOOR
 QL0508  COUNTRY     -  US
 QL0508  USGS QUAD   -  CHAMBERS ISLAND (2018)
 QL0508
 QL0508                         *CURRENT SURVEY CONTROL
 QL0508  ______________________________________________________________________
 QL0508* NAD 83(1991) POSITION- 45 12 08.09298(N) 087 21 53.43601(W)   ADJUSTED
 QL0508  ______________________________________________________________________
 QL0508  GEOID HEIGHT    -        -37.142 (meters)                     GEOID18
 QL0508  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 QL0508  HORZ ORDER      -  THIRD
 QL0508
 QL0508.The horizontal coordinates were established by classical geodetic methods
 QL0508.and adjusted by the National Geodetic Survey in November 1991.
 QL0508
 QL0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0508.GEOID18 height accuracy estimate available here.
 QL0508
 QL0508.Click photographs - Photos may exist for this station.
 QL0508
 QL0508.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0508
 QL0508. The following values were computed from the NAD 83(1991) position.
 QL0508
 QL0508;                    North         East     Units Scale Factor Converg.
 QL0508;SPC WI C     -   155,473.463   806,996.242   MT  0.99995688   +1 51 33.5
 QL0508;SPC WI C     -   510,082.52  2,647,620.17   sFT  0.99995688   +1 51 33.5
 QL0508;UTM  16      - 5,005,482.731   471,346.108   MT  0.99961010   -0 15 32.0
 QL0508
 QL0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR7134605482(NAD 83)
 QL0508
 QL0508                          SUPERSEDED SURVEY CONTROL
 QL0508
 QL0508  NAD 83(1986)-  45 12 08.09133(N)    087 21 53.43337(W) AD(       ) 3
 QL0508  NAD 27      -  45 12 08.14600(N)    087 21 53.03400(W) AD(       ) 3
 QL0508  USSD        -  45 12 08.37000(N)    087 21 52.72000(W) AD(       ) 3
 QL0508
 QL0508.Superseded values are not recommended for survey control.
 QL0508
 QL0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0508.See file dsdata.pdf to determine how the superseded data were derived.
 QL0508
 QL0508_MARKER: 13 = LIGHTHOUSE
 QL0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0508+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2005
 QL0508
 QL0508  HISTORY     - Date     Condition        Report By
 QL0508  HISTORY     - 1934     FIRST OBSERVED   CGS
 QL0508  HISTORY     - 1984     GOOD             USPSQD
 QL0508  HISTORY     - 1990     GOOD             USPSQD
 QL0508  HISTORY     - 19950826 GOOD             USPSQD
 QL0508  HISTORY     - 20050624 GOOD             USPSQD
 QL0508
 QL0508                          STATION DESCRIPTION
 QL0508
 QL0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0508'ON WEST SIDE OF CHAMBERS ISLAND IN GREEN BAY, ABOUT 13 MILES
 QL0508'NORTHEAST OF CITY OF
 QL0508'MENOMINEE, MICH., AND ABOUT 7-1/2 MILES NORTHWEST OF TOWN OF FISH
 QL0508'CREEK, WIS.  POINT OBSERVED
 QL0508'WAS CENTER OF FLASHING WHITE LIGHT ON LIGHTHOUSE.
 QL0508
 QL0508                          STATION RECOVERY (1984)
 QL0508
 QL0508'RECOVERY NOTE BY US POWER SQUADRON 1984 (AB)
 QL0508'NOT STAMPED, STATION FOUND GOOD.
 QL0508
 QL0508                          STATION RECOVERY (1990)
 QL0508
 QL0508'RECOVERY NOTE BY US POWER SQUADRON 1990 (LGM)
 QL0508'RECOVERED IN GOOD CONDITION.
 QL0508
 QL0508                          STATION RECOVERY (1995)
 QL0508
 QL0508'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0508'RECOVERED IN GOOD CONDITION.
 QL0508
 QL0508                          STATION RECOVERY (2005)
 QL0508
 QL0508'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 QL0508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0536 ***********************************************************************
 PM0536  DESIGNATION -  CHAMPION
 PM0536  PID         -  PM0536
 PM0536  STATE/COUNTY-  WI/BROWN
 PM0536  COUNTRY     -  US
 PM0536  USGS QUAD   -  NEW FRANKEN (2018)
 PM0536
 PM0536                         *CURRENT SURVEY CONTROL
 PM0536  ______________________________________________________________________
 PM0536* NAD 83(1991) POSITION- 44 36 12.79607(N) 087 49 33.05254(W)   ADJUSTED
 PM0536* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 PM0536  ______________________________________________________________________
 PM0536  GEOID HEIGHT    -        -36.280 (meters)                     GEOID18
 PM0536  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 PM0536  HORZ ORDER      -  SECOND
 PM0536
 PM0536.The horizontal coordinates were established by classical geodetic methods
 PM0536.and adjusted by the National Geodetic Survey in November 1991.
 PM0536
 PM0536.The orthometric height was scaled from a topographic map.
 PM0536
 PM0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0536.GEOID18 height accuracy estimate available here.
 PM0536
 PM0536.Click photographs - Photos may exist for this station.
 PM0536
 PM0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0536
 PM0536. The following values were computed from the NAD 83(1991) position.
 PM0536
 PM0536;                    North         East     Units Scale Factor Converg.
 PM0536;SPC WI C     -    87,895.819   772,574.113   MT  0.99995197   +1 32 02.5
 PM0536;SPC WI C     -   288,371.53  2,534,686.90   sFT  0.99995197   +1 32 02.5
 PM0536;UTM  16      - 4,939,243.532   434,463.228   MT  0.99965282   -0 34 47.7
 PM0536
 PM0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0536!SPC WI C     -   0.99996603  x   0.99995197  =   0.99991800
 PM0536!UTM  16      -   0.99996603  x   0.99965282  =   0.99961886
 PM0536
 PM0536:                Primary Azimuth Mark                     Grid Az
 PM0536:SPC WI C     -  CHAMPION AZ MK                           086 44 27.0
 PM0536:UTM  16      -  CHAMPION AZ MK                           088 51 17.2
 PM0536
 PM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3446339243(NAD 83)
 PM0536
 PM0536|---------------------------------------------------------------------|
 PM0536| PID    Reference Object                     Distance      Geod. Az  |
 PM0536|                                                           dddmmss.s |
 PM0536| CJ4426 CHAMPION RM 1                        25.738 METERS 05406     |
 PM0536| CJ4425 CHAMPION AZ MK                                     0881629.5 |
 PM0536| PM0524 TONET ST ODILE CATH CH              APPROX.10.1 KM 0901737.8 |
 PM0536| PM0543 GREEN BAY GRASSY IS S LH            APPROX.14.3 KM 2493258.9 |
 PM0536| PM0544 GREEN BAY GRASSY IS N LIGHT         APPROX.14.1 KM 2500848.9 |
 PM0536| CJ4427 CHAMPION RM 2                        26.353 METERS 31034     |
 PM0536| PM0545 GREEN BAY HARBOR ENTRANCE LT        APPROX. 8.1 KM 3123915.0 |
 PM0536|---------------------------------------------------------------------|
 PM0536
 PM0536                          SUPERSEDED SURVEY CONTROL
 PM0536
 PM0536  NAD 83(1986)-  44 36 12.78748(N)    087 49 33.03984(W) AD(       ) 2
 PM0536  NAD 27      -  44 36 12.80800(N)    087 49 32.68900(W) AD(       ) 2
 PM0536
 PM0536.Superseded values are not recommended for survey control.
 PM0536
 PM0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0536.See file dsdata.pdf to determine how the superseded data were derived.
 PM0536
 PM0536_MARKER: DS = TRIANGULATION STATION DISK
 PM0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0536_STAMPING: CHAMPION 1953
 PM0536_MARK LOGO: CGS
 PM0536_PROJECTION: FLUSH
 PM0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0536+STABILITY: SURFACE MOTION
 PM0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0536+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2025
 PM0536
 PM0536  HISTORY     - Date     Condition        Report By
 PM0536  HISTORY     - 1953     MONUMENTED       CGS
 PM0536  HISTORY     - 1960     GOOD             CGS
 PM0536  HISTORY     - 20031211 GOOD             USPSQD
 PM0536  HISTORY     - 20060521 GOOD             USPSQD
 PM0536  HISTORY     - 20251018 GOOD             USPSQD
 PM0536
 PM0536                          STATION DESCRIPTION
 PM0536
 PM0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0536'THE STATION IS ABOUT 12 MILES NORTHEAST OF GREEN BAY, 7-1/2 MILES
 PM0536'NORTHWEST OF LUXEMBURG, AND 2 MILES WEST OF CHAMPION AND ON THE
 PM0536'PROPERTY OF MR. JOE COLE.  IT IS 25 FEET SOUTH OF THE CENTER OF A
 PM0536'GRAVEL ROAD, 4 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 PM0536'FENCE LINE.  IT IS FLUSH AND THE DISK IS STAMPED CHAMPION 1953.
 PM0536'
 PM0536'REFERENCE MARK NO. 1 IS IN A FENCE LINE AND 24 FEET NORTH OF THE
 PM0536'CENTER OF A GRAVEL ROAD.  IT IS FLUSH AND THE DISK IS STAMPED CHAMPION
 PM0536'NO 1 1953.
 PM0536'
 PM0536'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE CENTER OF A GRAVEL ROAD
 PM0536'AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS FLUSH AND THE DISK IS STAMPED
 PM0536'CHAMPION NO 2 1953.
 PM0536'
 PM0536'AZIMUTH MARK IS 26 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 PM0536'NORTH OF A WHITE WITNESS POST AND IN THE FENCE LINE.  IT PROJECTS
 PM0536'ABOUT 4 INCHES AND THE DISK IS STAMPED CHAMPION 1953.
 PM0536'
 PM0536'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 54 AND 57
 PM0536'ABOUT 6.65 MILES NORTHEAST OF GREEN BAY, GO NORTHEAST ON HIGHWAY 57
 PM0536'FOR 5.3 MILES TO NICOLET WAYSIDE PARK, CONTINUE NORTHEAST ON HIGHWAY
 PM0536'57 FOR 0.9 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.65
 PM0536'MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.7 MILE TO A
 PM0536'GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.05 MILE TO THE STATION
 PM0536'ON THE LEFT AS DESCRIBED.
 PM0536'
 PM0536'TO REACH THE AZIMUTH MARK FROM THIS POINT TURN LEFT AND GO EAST FOR
 PM0536'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PM0536'
 PM0536'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0536
 PM0536                          STATION RECOVERY (1960)
 PM0536
 PM0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 PM0536'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS DESCRIBED.  SINCE
 PM0536'ORIGINAL AZIMUTH MARK WAS DOOMED BY ROAD CONSTRUCTION, A NEW AZIMUTH
 PM0536'MARK WAS SET EXACTLY ON THE LINE FROM THE STATION PRODUCED THRU THE
 PM0536'ORIGINAL AZIMUTH MARK.
 PM0536'
 PM0536'ABOUT 12 MILE NORTHEAST OF GREEN BAY, ABOUT 5.25 MILES NORTH ALONG T
 PM0536'COUNTY HIGHWAY FROM THE RAILROAD STATION IN NEW FRANKEN, OR 1.5 MILES
 PM0536'WEST AND 1.0 MILES NORTH OF THE SMALL TOWN OF CHAMPION, 308 FEET WEST
 PM0536'OF CENTERLINE OF COUNTY HIGHWAY, AND 29 FEET SOUTH OF CENTERLINE OF
 PM0536'GRAVEL ROAD, ON THE CREST OF A RIDGE, IN A ROCK-PILED FENCE LINE,
 PM0536'STANDARD MARKS STAMPED CHAMPION 1953 WITH THE SURFACE MARK FLUSH WITH
 PM0536'THE GROUND.
 PM0536'
 PM0536'REFERENCE STAMPED CHAMPION NO 1 1953, PROJECTS 0.1 FOOT, IS 84.40 FEET
 PM0536'OR 25.725 METERS N 54 DEG 06.5 MIN EAST FROM THE STATION, 241 FEET
 PM0536'WEST OF CENTERLINE OF HIGHWAY, 26 FEET NORTH OF CENTER OF GRAVEL ROAD.
 PM0536'
 PM0536'REFERENCE STAMPED CHAMPION NO 2 1953, PROJECTS 0.1 FOOT, IS 86.41 FEET
 PM0536'OR 26.338 METERS N 49 DEG 27.5 MIN WEST FROM THE STATION, 375 FEET
 PM0536'WEST OF CENTERLINE OF HIGHWAY, AND 24 FEET NORTH OF CENTERLINE OF
 PM0536'GRAVEL ROAD.
 PM0536'
 PM0536'AZIMUTH STAMPED CHAMPION RESET 1960, PROJECTS 0.1 FOOT, IS ABOUT 0.4
 PM0536'MILE N 88 DEG 17 MIN EAST FROM THE STATION, 80 FEET EAST CENTERLINE OF
 PM0536'FIELD-ENTRANCE DRIVEWAY WHICH IS ON CREST OF RIDGE, 31 FEET NORTH OF
 PM0536'CENTERLINE OF GRAVEL ROAD, 0.8 FOOT HIGHER THAN SAME, AND 2.0 FEET
 PM0536'WEST OF STEEL WITNESS POST.
 PM0536
 PM0536                          STATION RECOVERY (2003)
 PM0536
 PM0536'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0536'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 PM0536'HIGHWAY 57 HAS BEEN RE-ROUTED.  NEW DIRECTIONS TO THE STATION-- FROM
 PM0536'HIGHWAY 57, TAKE COUNTY HIGHWAY T SOUTH FOR 1 MILE TO SERVIS ROAD TO
 PM0536'THE EAST AND BERTRAND LN. TO THE WEST.  GO WEST ON BERTRAND LN. FOR
 PM0536'0.05 MILE TO THE STATION OF THE LEFT.
 PM0536'
 PM0536'THE STATION IS ABOUT 75 FEET EAST OF UTILITY POLE NUMBER --25223E12--,
 PM0536'3 FEET NORTH OF A CULTIVATED FIELD, AND 0.5 FEET NORTH OF A WHITE
 PM0536'PLASTIC WITNESS POST.
 PM0536'
 PM0536'REFERENCE MARK NO. 1 IS ABOUT 85 FEET TO THE NORTHEAST OF THE STATION,
 PM0536'1 FOOT SOUTH OF A FENCE LINE, AND 1 FOOT SOUTHWEST OF AN ORANGE
 PM0536'FIBERGLASS WITNESS POST.
 PM0536'
 PM0536'REFERENCE MARK NO. 2 IS ABOUT 87 FEET NORTHWEST OF THE STATION, 45
 PM0536'FEET NORTH OF UTILITY POLE NUMBER --25223E12--, 1 FOOT SOUTH OF A
 PM0536'FENCE LINE, AND 1.8 FEET WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 PM0536'THE AZIMUTH MARK WAS NOT FOUND.  ITS WHITE METAL WITNESS POST WAS
 PM0536'FOUND LYING ON THE GROUND NEXT TO UTILITY POLE NUMBER --2522 27L13--AT
 PM0536'THE NORTHEAST QUADRANT OF THE JUNCTION OF MAGGIE JENNIE LN. AND SERVIS
 PM0536'ROAD, 0.3 MILE EAST OF COUNTY HIGHWAY T.
 PM0536
 PM0536                          STATION RECOVERY (2006)
 PM0536
 PM0536'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFW)
 PM0536'STATION, RM 1 AND RM 2 FOUND IN GOOD CONDITION.  AZIMUTH MARK (RE-SET
 PM0536'1960) WAS NOT FOUND.
 PM0536
 PM0536                          STATION RECOVERY (2025)
 PM0536
 PM0536'RECOVERY NOTE BY US POWER SQUADRON 2025 (OJB)
 PM0536'RECOVERED IN GOOD CONDITION NEXT TO A WHITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0384 ***********************************************************************
 QM0384  DESIGNATION -  CHANDLER
 QM0384  PID         -  QM0384
 QM0384  STATE/COUNTY-  WI/ONEIDA
 QM0384  COUNTRY     -  US
 QM0384  USGS QUAD   -  TRIPOLI (2018)
 QM0384
 QM0384                         *CURRENT SURVEY CONTROL
 QM0384  ______________________________________________________________________
 QM0384* NAD 83(1991) POSITION- 45 33 35.07352(N) 089 58 20.34294(W)   ADJUSTED
 QM0384* NAVD 88 ORTHO HEIGHT -   472.761 (meters)     1551.05  (feet) ADJUSTED
 QM0384  ______________________________________________________________________
 QM0384  GEOID HEIGHT    -        -31.003 (meters)                     GEOID18
 QM0384  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 QM0384  DYNAMIC HEIGHT  -        472.742 (meters)     1550.99  (feet) COMP
 QM0384  MODELED GRAVITY -    980,561.7   (mgal)                       NAVD 88
 QM0384
 QM0384  HORZ ORDER      -  FIRST
 QM0384  VERT ORDER      -  FIRST     CLASS II
 QM0384
 QM0384.The horizontal coordinates were established by classical geodetic methods
 QM0384.and adjusted by the National Geodetic Survey in November 1991.
 QM0384
 QM0384.The orthometric height was determined by differential leveling and
 QM0384.adjusted by the NATIONAL GEODETIC SURVEY
 QM0384.in June 1991.
 QM0384
 QM0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0384.GEOID18 height accuracy estimate available here.
 QM0384
 QM0384.Click photographs - Photos may exist for this station.
 QM0384
 QM0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0384
 QM0384.The dynamic height is computed by dividing the NAVD 88
 QM0384.geopotential number by the normal gravity value computed on the
 QM0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0384.degrees latitude (g = 980.6199 gals.).
 QM0384
 QM0384.The modeled gravity was interpolated from observed gravity values.
 QM0384
 QM0384. The following values were computed from the NAD 83(1991) position.
 QM0384
 QM0384;                    North         East     Units Scale Factor Converg.
 QM0384;SPC WI N     -    43,688.368   602,161.325   MT  1.00000126   +0 01 11.9
 QM0384;SPC WI N     -   143,334.25  1,975,590.95   sFT  1.00000126   +0 01 11.9
 QM0384;SPC WI C     -   191,845.842   602,161.348   MT  1.00001193   +0 01 10.3
 QM0384;SPC WI C     -   629,414.23  1,975,591.02   sFT  1.00001193   +0 01 10.3
 QM0384;UTM  16      - 5,049,431.661   268,029.964   MT  1.00026163   -2 07 23.2
 QM0384;UTM  15      - 5,049,593.339   736,290.841   MT  1.00028651   +2 09 45.7
 QM0384
 QM0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0384!SPC WI N     -   0.99993075  x   1.00000126  =   0.99993201
 QM0384!SPC WI C     -   0.99993075  x   1.00001193  =   0.99994268
 QM0384!UTM  16      -   0.99993075  x   1.00026163  =   1.00019236
 QM0384!UTM  15      -   0.99993075  x   1.00028651  =   1.00021724
 QM0384
 QM0384:                Primary Azimuth Mark                     Grid Az
 QM0384:SPC WI N     -  STUTZ                                    107 47 11.6
 QM0384:SPC WI C     -  STUTZ                                    107 47 13.2
 QM0384:UTM  16      -  STUTZ                                    109 55 46.7
 QM0384:UTM  15      -  STUTZ                                    105 38 37.8
 QM0384
 QM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR6802949431(NAD 83)
 QM0384
 QM0384|---------------------------------------------------------------------|
 QM0384| PID    Reference Object                     Distance      Geod. Az  |
 QM0384|                                                           dddmmss.s |
 QM0384| QM0385 STUTZ                               APPROX. 1.1 KM 1074823.5 |
 QM0384|---------------------------------------------------------------------|
 QM0384
 QM0384                          SUPERSEDED SURVEY CONTROL
 QM0384
 QM0384  NAD 83(1986)-  45 33 35.06877(N)    089 58 20.34008(W) AD(       ) 1
 QM0384  NAD 27      -  45 33 35.15600(N)    089 58 19.83700(W) AD(       ) 1
 QM0384  USSD        -  45 33 35.40600(N)    089 58 19.63100(W) AD(       ) 3
 QM0384  NGVD 29 (??/??/92)  472.752  (m)         1551.02   (f) ADJ UNCH    1 2
 QM0384  NGVD 29             472.75   (m)         1551.0    (f) LEVELING    3  
 QM0384
 QM0384.Superseded values are not recommended for survey control.
 QM0384
 QM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0384.See file dsdata.pdf to determine how the superseded data were derived.
 QM0384
 QM0384_MARKER: DS = TRIANGULATION STATION DISK
 QM0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0384_STAMPING: CHANDLER 1921
 QM0384_MARK LOGO: CGS
 QM0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0384+STABILITY: SURFACE MOTION
 QM0384
 QM0384  HISTORY     - Date     Condition        Report By
 QM0384  HISTORY     - 1921     MONUMENTED       CGS
 QM0384  HISTORY     - 1922     GOOD             CGS
 QM0384  HISTORY     - 1934     GOOD             CGS
 QM0384  HISTORY     - 1952     GOOD             CGS
 QM0384  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0384
 QM0384                          STATION DESCRIPTION
 QM0384
 QM0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QM0384'STATION IS ABOUT 3/4 MILE E OF TRIPOLI ON THE EXTENSION
 QM0384'OF THE S RAIL FROM THE E AND OF THE N RAIL FROM THE W, AT
 QM0384'THE FIRST CURVE E OF TRIPOLI.  IT IS 10.23 METERS (33.57
 QM0384'FEET) N OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QM0384'RAILWAY.
 QM0384'
 QM0384'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 QM0384'SET IN CONCRETE.
 QM0384'
 QM0384'THE UNDERGROUND MARK IS 36 INCHES DEEP.
 QM0384
 QM0384                          STATION RECOVERY (1922)
 QM0384
 QM0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0384'0.6 MI E FROM TRIPOLI.
 QM0384'ABOUT 5/8 MILES EAST OF TRIPOLI, ON THE EXTENSION OF THE SOUTH
 QM0384'RAIL FROM THE EAST, AND OF THE NORTH RAIL FROM THE WEST, AT THE
 QM0384'FIRST CURVE EAST OF TRIPOLI.  IT IS 10.23 M (33.57 FT.) NORTH
 QM0384'OF THE NORTH RAIL OF THE M. ST. P. AND S.S.M. RY.
 QM0384
 QM0384                          STATION RECOVERY (1934)
 QM0384
 QM0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0384'RECOVERED IN GOOD CONDITION.
 QM0384
 QM0384                          STATION RECOVERY (1952)
 QM0384
 QM0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0384'STATION MARK AND THE REFERENCE MARK RECOVERED AS PREVIOUSLY
 QM0384'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 QM0384
 QM0384                          STATION RECOVERY (1985)
 QM0384
 QM0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0384'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0163 ***********************************************************************
 QN0163  DESIGNATION -  CHAP
 QN0163  PID         -  QN0163
 QN0163  STATE/COUNTY-  WI/SAWYER
 QN0163  COUNTRY     -  US
 QN0163  USGS QUAD   -  HAUER (2018)
 QN0163
 QN0163                         *CURRENT SURVEY CONTROL
 QN0163  ______________________________________________________________________
 QN0163* NAD 83(1996) POSITION- 45 47 45.66305(N) 091 26 22.67518(W)   ADJUSTED
 QN0163* NAVD 88 ORTHO HEIGHT -   405.467 (meters)     1330.27  (feet) POSTED
 QN0163  ______________________________________________________________________
 QN0163  GEOID HEIGHT    -        -29.740 (meters)                     GEOID18
 QN0163  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 QN0163  DYNAMIC HEIGHT  -        405.45  (meters)     1330.2   (feet) COMP
 QN0163  MODELED GRAVITY -    980,553.5   (mgal)                       NAVD 88
 QN0163
 QN0163  HORZ ORDER      -  FIRST
 QN0163  VERT ORDER      -  * POSTED, SEE BELOW
 QN0163
 QN0163.The horizontal coordinates were established by classical geodetic methods
 QN0163.and adjusted by the National Geodetic Survey in March 1999.
 QN0163
 QN0163.The orthometric height was determined by differential leveling
 QN0163.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QN0163
 QN0163.* This is a POSTED BENCH MARK height.
 QN0163
 QN0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0163.GEOID18 height accuracy estimate available here.
 QN0163
 QN0163.Click photographs - Photos may exist for this station.
 QN0163
 QN0163.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0163
 QN0163.The dynamic height is computed by dividing the NAVD 88
 QN0163.geopotential number by the normal gravity value computed on the
 QN0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0163.degrees latitude (g = 980.6199 gals.).
 QN0163
 QN0163.The modeled gravity was interpolated from observed gravity values.
 QN0163
 QN0163. The following values were computed from the NAD 83(1996) position.
 QN0163
 QN0163;                    North         East     Units Scale Factor Converg.
 QN0163;SPC WI N     -    70,962.609   488,082.173   MT  0.99996628   -1 02 18.6
 QN0163;SPC WI N     -   232,816.49  1,601,316.26   sFT  0.99996628   -1 02 18.6
 QN0163;UTM  15      - 5,072,567.908   621,265.728   MT  0.99978079   +1 07 07.3
 QN0163
 QN0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0163!SPC WI N     -   0.99994110  x   0.99996628  =   0.99990738
 QN0163!UTM  15      -   0.99994110  x   0.99978079  =   0.99972190
 QN0163
 QN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2126572567(NAD 83)
 QN0163
 QN0163|---------------------------------------------------------------------|
 QN0163| PID    Reference Object                     Distance      Geod. Az  |
 QN0163|                                                           dddmmss.s |
 QN0163| CJ4428 CHAP RM                              18.180 METERS 00319     |
 QN0163|---------------------------------------------------------------------|
 QN0163
 QN0163                          SUPERSEDED SURVEY CONTROL
 QN0163
 QN0163  NAD 83(1991)-  45 47 45.66294(N)    091 26 22.67495(W) AD(       ) 1
 QN0163  NAD 83(1986)-  45 47 45.65863(N)    091 26 22.67092(W) AD(       ) 1
 QN0163  NAD 27      -  45 47 45.82100(N)    091 26 22.08600(W) AD(       ) 1
 QN0163  USSD        -  45 47 46.22800(N)    091 26 21.81400(W) AD(       ) 3
 QN0163  NGVD 29 (??/??/92)  405.494  (m)         1330.36   (f) ADJ UNCH    1 2
 QN0163  NGVD 29             405.49   (m)         1330.3    (f) LEVELING    3  
 QN0163
 QN0163.Superseded values are not recommended for survey control.
 QN0163
 QN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0163.See file dsdata.pdf to determine how the superseded data were derived.
 QN0163
 QN0163_MARKER: DS = TRIANGULATION STATION DISK
 QN0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0163_STAMPING: CHAP 1921
 QN0163_MARK LOGO: CGS
 QN0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0163+STABILITY: SURFACE MOTION
 QN0163
 QN0163  HISTORY     - Date     Condition        Report By
 QN0163  HISTORY     - 1921     MONUMENTED       CGS
 QN0163  HISTORY     - 1922     GOOD             CGS
 QN0163  HISTORY     - 1934     GOOD             CGS
 QN0163  HISTORY     - 1952     MARK NOT FOUND   CGS
 QN0163  HISTORY     - 20041027 MARK NOT FOUND   WIDT
 QN0163
 QN0163                          STATION DESCRIPTION
 QN0163
 QN0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0163'STATION IS ABOUT 4-3/8 MILES N OF BEVERLY, ON THE W SIDE
 QN0163'OF TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0163'RAILWAY, 50 METERS S OF S END OF FOURTH CURVE N OF BEVERLY,
 QN0163'35 METERS SE OF RAILWAY CULVERT K382, 4.365 METERS (14.32
 QN0163'FEET) W OF W RAIL.
 QN0163'
 QN0163'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0163'DISKS SET IN CONCRETE.
 QN0163'
 QN0163'REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE TRACK.
 QN0163
 QN0163                          STATION RECOVERY (1922)
 QN0163
 QN0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QN0163'5.5 MI N FROM LEMINGTON.
 QN0163'5.5 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0163'MARIE RAILROAD FROM LEMINGTON, SAWYER COUNTY, 250 FEET NORTH OF
 QN0163'THE SOUTH END OF THE FIFTH CURVE NORTH OF LEMINGTON, 115 FEET EAST
 QN0163'OF CULVERT K 382, AND 14.3 FEET WEST OF THE WEST RAIL.  A STANDARD
 QN0163'TRIANGULATION-STATION DISK, STAMPED CHAP 1921 AND SET IN THE TOP
 QN0163'OF A CONCRETE POST.
 QN0163
 QN0163                          STATION RECOVERY (1934)
 QN0163
 QN0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0163'RECOVERED IN GOOD CONDITION.
 QN0163
 QN0163                          STATION RECOVERY (1952)
 QN0163
 QN0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0163'SEARCHED FOR STATION MARK AND REFERENCE MARK AND THEY WERE NOT
 QN0163'RECOVERED.  THE MEASUREMENTS GIVEN IN THE ORIGINAL DESCRIPTION
 QN0163'PLACED THE STATION ON THE EDGE OF THE GRADED AREA ALONG THE
 QN0163'RIGHT-OF-WAY AND IT IS POSSIBLE THAT THE SURFACE MARK HAS
 QN0163'BEEN DESTROYED.
 QN0163
 QN0163                          STATION RECOVERY (2004)
 QN0163
 QN0163'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QL0568 ***********************************************************************
 QL0568  DESIGNATION -  CHAPMAN LOT
 QL0568  PID         -  QL0568
 QL0568  STATE/COUNTY-  WI/MARINETTE
 QL0568  COUNTRY     -  US
 QL0568  USGS QUAD   -  FAITHORN (2017)
 QL0568
 QL0568                         *CURRENT SURVEY CONTROL
 QL0568  ______________________________________________________________________
 QL0568* NAD 83(1994) POSITION- 45 43 10.72871(N) 087 51 22.07974(W)   ADJUSTED
 QL0568* NAVD 88 ORTHO HEIGHT -   295.    (meters)      968.    (feet) SCALED
 QL0568  ______________________________________________________________________
 QL0568  GEOID HEIGHT    -        -34.860 (meters)                     GEOID18
 QL0568  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 QL0568  HORZ ORDER      -  SECOND
 QL0568
 QL0568.The horizontal coordinates were established by classical geodetic methods
 QL0568.and adjusted by the National Geodetic Survey in February 1997.
 QL0568
 QL0568.The orthometric height was scaled from a topographic map.
 QL0568
 QL0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 QL0568.GEOID18 height accuracy estimate available here.
 QL0568
 QL0568.Click photographs - Photos may exist for this station.
 QL0568
 QL0568.The Laplace correction was computed from DEFLEC18 derived deflections.
 QL0568
 QL0568. The following values were computed from the NAD 83(1994) position.
 QL0568
 QL0568;                    North         East     Units Scale Factor Converg.
 QL0568;SPC WI C     -   211,821.685   766,896.559   MT  1.00004925   +1 30 45.6
 QL0568;SPC WI C     -   694,951.64  2,516,059.79   sFT  1.00004925   +1 30 45.6
 QL0568;UTM  16      - 5,063,255.491   433,373.669   MT  0.99965457   -0 36 46.6
 QL0568
 QL0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0568!SPC WI C     -   0.99995921  x   1.00004925  =   1.00000846
 QL0568!UTM  16      -   0.99995921  x   0.99965457  =   0.99961380
 QL0568
 QL0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3337363255(NAD 83)
 QL0568
 QL0568                          SUPERSEDED SURVEY CONTROL
 QL0568
 QL0568  NAD 83(1991)-  45 43 10.72741(N)    087 51 22.07969(W) AD(       ) 2
 QL0568  NAD 83(1986)-  45 43 10.72837(N)    087 51 22.08006(W) AD(       ) 2
 QL0568  NAD 27      -  45 43 10.87000(N)    087 51 21.63600(W) AD(       ) 2
 QL0568
 QL0568.Superseded values are not recommended for survey control.
 QL0568
 QL0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0568.See file dsdata.pdf to determine how the superseded data were derived.
 QL0568
 QL0568_MARKER: DS = TRIANGULATION STATION DISK
 QL0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0568_STAMPING: CHAPMAN LOT 1954
 QL0568_MARK LOGO: CGS
 QL0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0568+STABILITY: SURFACE MOTION
 QL0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0568+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 QL0568
 QL0568  HISTORY     - Date     Condition        Report By
 QL0568  HISTORY     - 1954     MONUMENTED       CGS
 QL0568  HISTORY     - 20010331 GOOD             NGS
 QL0568  HISTORY     - 20051115 GOOD             WIDT
 QL0568
 QL0568                          STATION DESCRIPTION
 QL0568
 QL0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0568'THIS IS AN UNOCCUPIED STATION.
 QL0568'THE STATION IS
 QL0568'LOCATED ABOUT 8-1/2 MILES NORTHEAST OF PEMBINE, 5 MILES SOUTHEAST
 QL0568'OF NIAGARA AND ON THE MOST
 QL0568'PROMINENT HILL IN THE VICINITY.  IT IS A WISCONSIN FOREST
 QL0568'SERVICE LOOKOUT TOWER, 4 LEGGED STEEL
 QL0568'STRUCTURE, 70 FEET HIGH WITH AN OBSERVATION
 QL0568'PLATFORM A-TOP.  THE MARK IS SET IN THE CENTER OF THE
 QL0568'BASE OF THE LOOKOUT TOWER, PROJECTS 4
 QL0568'INCHES AND THE DISK IS STAMPED CHAPMAN LOT 1954.
 QL0568'
 QL0568'A LIGHT WAS SHOWN FROM A PLATFORM 8 FEET BELOW THE OBSERVATION
 QL0568'PLATFORM.
 QL0568'
 QL0568'TO REACH FROM THE RAILROAD STATION IN NIAGARA, GO SOUTH ON U S
 QL0568'HIGHWAY 141 FOR 3.0 MILES
 QL0568'TO THE JUNCTION OF US HIGHWAY 141 AND 8, TURN LEFT (EAST) ON U S
 QL0568'HIGHWAY 8 FOR 2.0 MILES TO A FORKS,
 QL0568'KEEP RIGHT FORK (SOUTH AND EAST) FOR 2.0 MILES TO A FORKS, KEEP LEFT
 QL0568'FORK (EAST) FOR 0.01 MILE TO A TRACK
 QL0568'ROAD LEFT, TURN LEFT (NORTH) FOR 0.1 MILE.  HERE
 QL0568'PACK WEST UP A HILL FOR 0.1 MILE AND THE STATION AS
 QL0568'DESCRIBED.
 QL0568'
 QL0568'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 QL0568
 QL0568                          STATION RECOVERY (2001)
 QL0568
 QL0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0568'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0568
 QL0568                          STATION RECOVERY (2005)
 QL0568
 QL0568'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0568'RECOVERED IN GOOD CONDITION. - ADD THE STATION IS 1.0 M SOUTH OF AN
 QL0568'ORANGE FIBERGLASS WITNESS POST.   NOTE THE TOWER HAS BEEN REMOVED, AND
 QL0568'THE STATION IS STILL CENTERED BETWEEN THE FOOTINGS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0307 ***********************************************************************
 RM0307  DESIGNATION -  CHARLES
 RM0307  PID         -  RM0307
 RM0307  STATE/COUNTY-  WI/WASHBURN
 RM0307  COUNTRY     -  US
 RM0307  USGS QUAD   -  STANBERRY WEST (2018)
 RM0307
 RM0307                         *CURRENT SURVEY CONTROL
 RM0307  ______________________________________________________________________
 RM0307* NAD 83(1996) POSITION- 46 06 42.58043(N) 091 42 17.58594(W)   ADJUSTED
 RM0307* NAVD 88 ORTHO HEIGHT -   346.465 (meters)     1136.69  (feet) POSTED
 RM0307  ______________________________________________________________________
 RM0307  GEOID HEIGHT    -        -27.466 (meters)                     GEOID18
 RM0307  LAPLACE CORR    -         -6.98  (seconds)                    DEFLEC18
 RM0307  DYNAMIC HEIGHT  -        346.49  (meters)     1136.8   (feet) COMP
 RM0307  MODELED GRAVITY -    980,686.8   (mgal)                       NAVD 88
 RM0307
 RM0307  HORZ ORDER      -  FIRST
 RM0307  VERT ORDER      -  * POSTED, SEE BELOW
 RM0307
 RM0307.The horizontal coordinates were established by classical geodetic methods
 RM0307.and adjusted by the National Geodetic Survey in March 1999.
 RM0307
 RM0307.The orthometric height was determined by differential leveling
 RM0307.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RM0307
 RM0307.* This is a POSTED BENCH MARK height.
 RM0307
 RM0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0307.GEOID18 height accuracy estimate available here.
 RM0307
 RM0307.Click photographs - Photos may exist for this station.
 RM0307
 RM0307.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0307
 RM0307.The dynamic height is computed by dividing the NAVD 88
 RM0307.geopotential number by the normal gravity value computed on the
 RM0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0307.degrees latitude (g = 980.6199 gals.).
 RM0307
 RM0307.The modeled gravity was interpolated from observed gravity values.
 RM0307
 RM0307. The following values were computed from the NAD 83(1996) position.
 RM0307
 RM0307;                    North         East     Units Scale Factor Converg.
 RM0307;SPC WI N     -   106,463.539   468,217.554   MT  0.99994582   -1 13 47.5
 RM0307;SPC WI N     -   349,289.13  1,536,143.76   sFT  0.99994582   -1 13 47.5
 RM0307;UTM  15      - 5,107,287.720   600,081.214   MT  0.99972313   +0 56 00.5
 RM0307
 RM0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0307!SPC WI N     -   0.99994999  x   0.99994582  =   0.99989582
 RM0307!UTM  15      -   0.99994999  x   0.99972313  =   0.99967314
 RM0307
 RM0307:                Primary Azimuth Mark                     Grid Az
 RM0307:SPC WI N     -  HARMON                                   151 09 57.3
 RM0307:UTM  15      -  HARMON                                   149 00 09.3
 RM0307
 RM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0008107287(NAD 83)
 RM0307
 RM0307|---------------------------------------------------------------------|
 RM0307| PID    Reference Object                     Distance      Geod. Az  |
 RM0307|                                                           dddmmss.s |
 RM0307| RM0308 HARMON                              APPROX. 5.3 KM 1495609.8 |
 RM0307|---------------------------------------------------------------------|
 RM0307
 RM0307                          SUPERSEDED SURVEY CONTROL
 RM0307
 RM0307  NAD 83(1991)-  46 06 42.57929(N)    091 42 17.58510(W) AD(       ) 1
 RM0307  NAD 83(1986)-  46 06 42.57450(N)    091 42 17.58349(W) AD(       ) 1
 RM0307  NAD 27      -  46 06 42.78900(N)    091 42 16.92600(W) AD(       ) 1
 RM0307  USSD        -  46 06 43.14300(N)    091 42 16.64500(W) AD(       ) 3
 RM0307  NGVD 29 (??/??/92)  346.510  (m)         1136.84   (f) ADJ UNCH    1 2
 RM0307  NGVD 29             346.51   (m)         1136.8    (f) LEVELING    3  
 RM0307
 RM0307.Superseded values are not recommended for survey control.
 RM0307
 RM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0307.See file dsdata.pdf to determine how the superseded data were derived.
 RM0307
 RM0307_MARKER: DS = TRIANGULATION STATION DISK
 RM0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0307_STAMPING: CHARLES 1921
 RM0307_MARK LOGO: CGS
 RM0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0307+STABILITY: SURFACE MOTION
 RM0307
 RM0307  HISTORY     - Date     Condition        Report By
 RM0307  HISTORY     - 1921     MONUMENTED       CGS
 RM0307  HISTORY     - 1922     GOOD             CGS
 RM0307  HISTORY     - 1934     GOOD             CGS
 RM0307
 RM0307                          STATION DESCRIPTION
 RM0307
 RM0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 RM0307'STATION IS LOCATED ABOUT 12 MILES S OF GORDON, ON THE E SIDE
 RM0307'OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0307'MARIE RAILWAY, ON THE EXTENSION OF THE W RAIL FROM THE S ON
 RM0307'THE FIRST CURVE S OF THE FLAG STOP CHITTAMO.  IT IS 175 METERS
 RM0307'N OF THE POINT OF TANGENCY ON THE HIGHEST PORTION OF THE BANK
 RM0307'OF THE CUT ON THE SAID CURVE.  IT IS 8.42 METERS (27.62 FEET)
 RM0307'E OF E RAIL MEASURED AT A 20 DEG ANGLE.
 RM0307'
 RM0307'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 RM0307'BRONZE DISKS SET IN CONCRETE.
 RM0307
 RM0307                          STATION RECOVERY (1922)
 RM0307
 RM0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 RM0307'7.4 MI NW FROM STANBERRY.
 RM0307'STATION IS LOCATED ABOUT 12 MILES NORTH OF GORDON ON THE EAST
 RM0307'SIDE OF THE TRACK OF THE M.ST.P. AND S.STE.MARIE RY. ON THE
 RM0307'EXTENSION OF THE WEST RAIL FROM THE SOUTH ON THE FIRST CURVE SOUTH
 RM0307'OF THE FLAGSTOP CHITTAMO.  IT IS 175 METERS NORTH OF THE POINT OF
 RM0307'TANGENCY, ON THE HIGHEST PORTION OF THE BANK OF THE SAID CURVE.
 RM0307'IT IS 8.42 METERS (27.62 FT.) EAST OF THE EAST RAIL MEASURED AT AN
 RM0307'ANGLE OF 20 DEGREES.
 RM0307
 RM0307                          STATION RECOVERY (1934)
 RM0307
 RM0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 RM0307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0666 ***********************************************************************
 OM0666  DESIGNATION -  CHARLESBURG
 OM0666  PID         -  OM0666
 OM0666  STATE/COUNTY-  WI/CALUMET
 OM0666  COUNTRY     -  US
 OM0666  USGS QUAD   -  MARYTOWN (2018)
 OM0666
 OM0666                         *CURRENT SURVEY CONTROL
 OM0666  ______________________________________________________________________
 OM0666* NAD 83(1991) POSITION- 43 58 47.47456(N) 088 09 37.40880(W)   ADJUSTED
 OM0666* NAVD 88 ORTHO HEIGHT -   317.    (meters)     1040.    (feet) SCALED
 OM0666  ______________________________________________________________________
 OM0666  GEOID HEIGHT    -        -35.995 (meters)                     GEOID18
 OM0666  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 OM0666  HORZ ORDER      -  THIRD
 OM0666
 OM0666.The horizontal coordinates were established by classical geodetic methods
 OM0666.and adjusted by the National Geodetic Survey in November 1991.
 OM0666
 OM0666.The orthometric height was scaled from a topographic map.
 OM0666
 OM0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0666.GEOID18 height accuracy estimate available here.
 OM0666
 OM0666.Click photographs - Photos may exist for this station.
 OM0666
 OM0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0666
 OM0666. The following values were computed from the NAD 83(1991) position.
 OM0666
 OM0666;                    North         East     Units Scale Factor Converg.
 OM0666;SPC WI S     -   221,576.645   747,583.521   MT  0.99998352   +1 15 50.4
 OM0666;SPC WI S     -   726,956.04  2,452,696.94   sFT  0.99998352   +1 15 50.4
 OM0666;UTM  16      - 4,870,289.736   406,934.945   MT  0.99970652   -0 48 21.0
 OM0666
 OM0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0666!SPC WI S     -   0.99995593  x   0.99998352  =   0.99993945
 OM0666!UTM  16      -   0.99995593  x   0.99970652  =   0.99966247
 OM0666
 OM0666:                Primary Azimuth Mark                     Grid Az
 OM0666:SPC WI S     -  CHARLESBURG AZ MK                        177 11 14.8
 OM0666:UTM  16      -  CHARLESBURG AZ MK                        179 15 26.2
 OM0666
 OM0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0693470289(NAD 83)
 OM0666
 OM0666|---------------------------------------------------------------------|
 OM0666| PID    Reference Object                     Distance      Geod. Az  |
 OM0666|                                                           dddmmss.s |
 OM0666| PN0909 ST MARTINS CATH CH SPIRE            APPROX. 5.8 KM 0560440.3 |
 OM0666| OM0653 NEW HOLSTEIN MUNICIPAL TANK         APPROX. 6.3 KM 1221927.0 |
 OM0666| OM0667 TT 113 WTM                           64.599 METERS 16259     |
 OM0666| CI8366 CHARLESBURG AZ MK                                  1782705.2 |
 OM0666| CI8367 CHARLESBURG RM 1                     12.460 METERS 20047     |
 OM0666| CI8368 CHARLESBURG RM 2                     13.616 METERS 29916     |
 OM0666|---------------------------------------------------------------------|
 OM0666
 OM0666                          SUPERSEDED SURVEY CONTROL
 OM0666
 OM0666  NAD 83(1986)-  43 58 47.46542(N)    088 09 37.40725(W) AD(       ) 3
 OM0666  NAD 27      -  43 58 47.49400(N)    088 09 37.04600(W) AD(       ) 3
 OM0666
 OM0666.Superseded values are not recommended for survey control.
 OM0666
 OM0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0666.See file dsdata.pdf to determine how the superseded data were derived.
 OM0666
 OM0666_MARKER: DS = TRIANGULATION STATION DISK
 OM0666_SETTING: 66 = SET IN ROCK OUTCROP
 OM0666_STAMPING: CHARLESBURG 1953
 OM0666_MARK LOGO: CGS
 OM0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OM0666+STABILITY: POSITION/ELEVATION WELL
 OM0666
 OM0666  HISTORY     - Date     Condition        Report By
 OM0666  HISTORY     - 1953     MONUMENTED       CGS
 OM0666  HISTORY     - 20030630 MARK NOT FOUND   USPSQD
 OM0666
 OM0666                          STATION DESCRIPTION
 OM0666
 OM0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0666'STATION IS LOCATED ABOUT 3 MILES SOUTH OF CHILTON ON THE WEST
 OM0666'SIDE OF COUNTY HIGHWAY G, ON TOP OF A LARGE LIMESTONE OUTCROPPING
 OM0666'BEDROCK AND IS ON ROAD RIGHT-OF-WAY.  IT IS 34 FEET WEST OF
 OM0666'THE CENTER OF THE HIGHWAY, 24 FEET EAST OF A 6 INCH DOUBLE
 OM0666'TRUNK PERSIMMON TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE,
 OM0666'13 FEET NORTH OF A TELEPHONE POLE AND 4.6 FEET WEST OF THE EDGE
 OM0666'OF THE ROCK LEDGE.  THE MARK IS FLUSH IN A DRILL HOLE AND THE
 OM0666'DISK IS STAMPED CHARLESBURG 1953.
 OM0666'
 OM0666'REFERENCE MARK NO. 1 IS 48 FEET WEST OF THE CENTER OF HIGHWAY
 OM0666'G, 14 FEET WEST OF A FENCE LINE AND 2 FEET WEST OF THE EDGE OF THE
 OM0666'ROCK LEDGE.  THE DISK IS FLUSH IN A DRILL HOLE AND THE DISK IS
 OM0666'STAMPED CHARLESBURG NO 1 1953.
 OM0666'
 OM0666'REFERENCE MARK NO. 2 IS 21 FEET NORTHWEST OF THE 6 INCH DOUBLE
 OM0666'TRUNK PERSIMMON TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE AND
 OM0666'2.8 FEET SOUTH OF THE BEDROCK CREVICE.  THE DISK IS FLUSH
 OM0666'IN A DRILL HOLE AND THE DISK IS STAMPED CHARLESBURG NO 2
 OM0666'1953.
 OM0666'
 OM0666'AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF HIGHWAY G, 16
 OM0666'FEET SOUTH OF A POWER LINE POLE AND 1 FOOT WEST OF A FENCE
 OM0666'LINE AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 OM0666'4 INCHES AND THE DISK IS STAMPED CHARLESBURG 1953.
 OM0666'
 OM0666'TT 113 WTM (USGS) BM IS 30 FEET EAST OF THE CENTER OF THE
 OM0666'HIGHWAY, 137 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 OM0666'HOUSE AND 2 FEET WEST OF A FENCE LINE.  THE MARK IS A 6X6
 OM0666'INCH CONCRETE POST THAT PROJECTS 14 INCHES WITH A BRONZE
 OM0666'U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 113 WTM 1951
 OM0666'1031 (FEET ABOVE SEA LEVEL).
 OM0666'
 OM0666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57
 OM0666'AND COUNTY HIGHWAY G AT THE SOUTH EDGE OF CHILTON, GO SOUTH ON
 OM0666'HIGHWAY G FOR 3.1 MILE TO LARGE ROCK LEDGE ON THE RIGHT
 OM0666'AND THE STATION AS DESCRIBED.  CONTINUE SOUTH ON HIGHWAY G FOR
 OM0666'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 OM0666'
 OM0666'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0666
 OM0666                          STATION RECOVERY (2003)
 OM0666
 OM0666'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0666'THE STATION, RM 1, AND RM 2 WERE NOT FOUND.  NOTE-- THE ROCK LEDGE IS
 OM0666'ON THE WEST SIDE OF COUNTY HIGHWAY G, NORTH OF THE DRIVEWAY TO THE
 OM0666'RESIDENCE AT N2523.
 OM0666'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  IT IS ON THE EAST
 OM0666'SIDE OF COUNTY HIGHWAY G, ABOUT 180 FEET NORTH OF PETHAN ROAD, 15 FEET
 OM0666'NORTH OF A FENCE CORNER, AND 8 FEET SOUTHEAST OF A HIGHWAY SIGN
 OM0666'--HIDDEN DRIVEWAY 45 MPH--.  THERE ARE NO SIGNS MARKING THE AZIMUTH
 OM0666'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0668 ***********************************************************************
 OM0668  DESIGNATION -  CHARLESBURG ST CHARLES CATH CH
 OM0668  PID         -  OM0668
 OM0668  STATE/COUNTY-  WI/CALUMET
 OM0668  COUNTRY     -  US
 OM0668  USGS QUAD   -  MARYTOWN (2018)
 OM0668
 OM0668                         *CURRENT SURVEY CONTROL
 OM0668  ______________________________________________________________________
 OM0668* NAD 83(1991) POSITION- 43 58 12.19567(N) 088 10 26.14349(W)   ADJUSTED
 OM0668  ______________________________________________________________________
 OM0668  GEOID HEIGHT    -        -35.987 (meters)                     GEOID18
 OM0668  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 OM0668  HORZ ORDER      -  THIRD
 OM0668
 OM0668.The horizontal coordinates were established by classical geodetic methods
 OM0668.and adjusted by the National Geodetic Survey in November 1991.
 OM0668
 OM0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0668.GEOID18 height accuracy estimate available here.
 OM0668
 OM0668.Click photographs - Photos may exist for this station.
 OM0668
 OM0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0668
 OM0668. The following values were computed from the NAD 83(1991) position.
 OM0668
 OM0668;                    North         East     Units Scale Factor Converg.
 OM0668;SPC WI S     -   220,464.192   746,521.491   MT  0.99998181   +1 15 16.9
 OM0668;SPC WI S     -   723,306.27  2,449,212.59   sFT  0.99998181   +1 15 16.9
 OM0668;UTM  16      - 4,869,216.662   405,833.733   MT  0.99970906   -0 48 54.4
 OM0668
 OM0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0583369216(NAD 83)
 OM0668
 OM0668                          SUPERSEDED SURVEY CONTROL
 OM0668
 OM0668  NAD 83(1986)-  43 58 12.18670(N)    088 10 26.14222(W) AD(       ) 3
 OM0668  NAD 27      -  43 58 12.21400(N)    088 10 25.78100(W) AD(       ) 3
 OM0668
 OM0668.Superseded values are not recommended for survey control.
 OM0668
 OM0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0668.See file dsdata.pdf to determine how the superseded data were derived.
 OM0668
 OM0668_MARKER: 91 = CHURCH CROSS
 OM0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0668+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 OM0668
 OM0668  HISTORY     - Date     Condition        Report By
 OM0668  HISTORY     - 1953     FIRST OBSERVED   CGS
 OM0668  HISTORY     - 20021107 GOOD             USPSQD
 OM0668  HISTORY     - 20040307 GOOD             USPSQD
 OM0668
 OM0668                          STATION DESCRIPTION
 OM0668
 OM0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0668'THE STATION IS THE BASE OF THE CROSS AT THE APEX OF A GRAY
 OM0668'SHINGLE SPIRE ATOP OF A GRAY BRICK CHURCH TOWER.  THE CROSS
 OM0668'IS APPROXIMATELY 130 FEET ABOVE THE GROUND LEVEL.  IT IS
 OM0668'LOCATED IN THE VILLAGE OF CHARLESBURG.
 OM0668'
 OM0668'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 OM0668'HIGHWAY G IN CHILTON GO SOUTH ON HIGHWAY G FOR 3.8 MILES
 OM0668'TO A CROSSROAD, TURN RIGHT AND GO WEST FOR 0.6 MILE TO STATION
 OM0668'ON THE RIGHT.
 OM0668
 OM0668                          STATION RECOVERY (2002)
 OM0668
 OM0668'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0668'RECOVERED IN GOOD CONDITION.  THE CROSSROAD REFERENCED IN THE 1953
 OM0668'DESCRIPTION IS ST. CHARLES ROAD.
 OM0668
 OM0668                          STATION RECOVERY (2004)
 OM0668
 OM0668'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6123 ***********************************************************************
 DF6123  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6123  DESIGNATION -  CHARLESTOWN GPS
 DF6123  PID         -  DF6123
 DF6123  STATE/COUNTY-  WI/CALUMET
 DF6123  COUNTRY     -  US
 DF6123  USGS QUAD   -  POTTER (2018)
 DF6123
 DF6123                         *CURRENT SURVEY CONTROL
 DF6123  ______________________________________________________________________
 DF6123* NAD 83(2011) POSITION- 44 01 22.56832(N) 088 03 23.35421(W)   ADJUSTED
 DF6123* NAD 83(2011) ELLIP HT-   218.419 (meters)        (06/27/12)   ADJUSTED
 DF6123* NAD 83(2011) EPOCH   -  2010.00
 DF6123* NAVD 88 ORTHO HEIGHT -   254.45  (meters)      834.8   (feet) GPS OBS
 DF6123  ______________________________________________________________________
 DF6123  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6123  GEOID HEIGHT    -        -36.029 (meters)                     GEOID12A
 DF6123  GEOID HEIGHT    -        -36.027 (meters)                     GEOID18
 DF6123  NAD 83(2011) X  -    155,797.141 (meters)                     COMP
 DF6123  NAD 83(2011) Y  - -4,591,220.126 (meters)                     COMP
 DF6123  NAD 83(2011) Z  -  4,410,076.239 (meters)                     COMP
 DF6123  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 DF6123
 DF6123  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6123  Standards:
 DF6123         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6123            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6123  -------------------------------------------------------------------
 DF6123  NETWORK    0.33   0.33           0.15   0.12   0.17     -0.00789601
 DF6123  -------------------------------------------------------------------
 DF6123  Click here for local accuracies and other accuracy information.
 DF6123
 DF6123.The horizontal coordinates were established by GPS observations
 DF6123.and adjusted by the National Geodetic Survey in June 2012.
 DF6123
 DF6123.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6123.been affixed to the stable North American tectonic plate. See 
 DF6123.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6123
 DF6123.The horizontal coordinates are valid at the epoch date displayed above
 DF6123.which is a decimal equivalence of Year/Month/Day.
 DF6123
 DF6123.The orthometric height was determined by GPS observations and a
 DF6123.high-resolution geoid model using precise GPS observation and
 DF6123.processing techniques.
 DF6123
 DF6123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6123.GEOID18 height accuracy estimate available here.
 DF6123
 DF6123.Click photographs - Photos may exist for this station.
 DF6123
 DF6123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6123
 DF6123.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6123
 DF6123.The ellipsoidal height was determined by GPS observations
 DF6123.and is referenced to NAD 83.
 DF6123
 DF6123. The following values were computed from the NAD 83(2011) position.
 DF6123
 DF6123;                    North         East     Units Scale Factor Converg.
 DF6123;SPC WI S     -   226,551.266   755,806.249   MT  0.99999141   +1 20 07.4
 DF6123;SPC WI S     -   743,276.95  2,479,674.34   sFT  0.99999141   +1 20 07.4
 DF6123;UTM  16      - 4,874,962.783   415,329.536   MT  0.99968817   -0 44 03.3
 DF6123
 DF6123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6123!SPC WI S     -   0.99996575  x   0.99999141  =   0.99995716
 DF6123!UTM  16      -   0.99996575  x   0.99968817  =   0.99965393
 DF6123
 DF6123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1532974962(NAD 83)
 DF6123
 DF6123                          SUPERSEDED SURVEY CONTROL
 DF6123
 DF6123  NAD 83(2007)-  44 01 22.56838(N)    088 03 23.35504(W) AD(2002.00) 0
 DF6123  ELLIP H (02/10/07)  218.460  (m)                       GP(2002.00)    
 DF6123  NAD 83(1997)-  44 01 22.56845(N)    088 03 23.35510(W) AD(       ) 1
 DF6123  ELLIP H (06/11/03)  218.452  (m)                       GP(       ) 3 1
 DF6123  NAVD 88 (07/26/07)  254.41   (m)  GEOID03  model used  GPS OBS        
 DF6123  NAVD 88 (06/11/03)  254.42   (m)  GEOID99  model used  GPS OBS        
 DF6123
 DF6123.Superseded values are not recommended for survey control.
 DF6123
 DF6123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6123.See file dsdata.pdf to determine how the superseded data were derived.
 DF6123
 DF6123_MARKER: DD = SURVEY DISK
 DF6123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6123_STAMPING: CHARLESTOWN GPS 1994
 DF6123_MARK LOGO: WI-015
 DF6123_PROJECTION: FLUSH
 DF6123_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6123+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 DF6123
 DF6123  HISTORY     - Date     Condition        Report By
 DF6123  HISTORY     - 1994     MONUMENTED       WI-015
 DF6123  HISTORY     - 2001     GOOD             WIDT
 DF6123  HISTORY     - 20030630 GOOD             USPSQD
 DF6123  HISTORY     - 20050817 GOOD             WIDT
 DF6123
 DF6123                          STATION DESCRIPTION
 DF6123
 DF6123'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF6123'THE STATION IS LOCATED ABOUT 30 KM WEST-SOUTHWEST OF MANITOWOC, 15 KM
 DF6123'SOUTHWEST OF VALDERS AND 9 KM EAST OF CHILTON.  OWNERSHIP--WISCONSIN
 DF6123'DEPARTMENT OF TRANSPORTATION.
 DF6123'
 DF6123'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DF6123'HIGHWAY 67 ABOUT 11 KM EAST OF THE CITY OF CHILTON, GO WEST ON US
 DF6123'HIGHWAY 151 FOR 1.1 KM TO MURPHY LANE ON THE RIGHT, CONTINUE WEST ON
 DF6123'US HIGHWAY 151 FOR 1.4 KM TO THE STATION ON THE RIGHT.
 DF6123'
 DF6123'THE STATION IS A BRONZE WISCONISN DEPARTMENT OF TRANSPORTATION GPS
 DF6123'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 DF6123'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF6123'
 DF6123'THE STATION IS 12.3 M NORTH OF THE CENTERLINE OF US HIGHWAY 151, 60 M
 DF6123'NORTHEAST OF A TELEPHONE POLE 1820 24W8, 37.5 M NORTHWEST OF A
 DF6123'TELEPHONE POLE 1820 24W9, 16 M EAST OF THE CENTER OF A FIELD ENTRANCE,
 DF6123'14 M NORTHEAST OF THE TOP CENTER OF A 35-CM DIAMETER CORRUGATED METAL
 DF6123'CULVERT PIPE, 5.1 M SOUTHWEST OF TELEPHONE PEDESTAL 1678, 0.7 M SOUTH
 DF6123'OF A METAL WITNESS POST, 1.0 M EAST, 1.0 M WEST, AND 1.0 M NORTH OF
 DF6123'THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6123'
 DF6123'THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DF6123'DEGREES ABOVE THE HORIZON.
 DF6123
 DF6123                          STATION RECOVERY (2003)
 DF6123
 DF6123'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6123'RECOVERED IN GOOD CONDITION.  IT IS IN THE CENTER OF A TRIANGLE FORMED
 DF6123'BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6123
 DF6123                          STATION RECOVERY (2005)
 DF6123
 DF6123'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6123'RECOVERED IN GOOD CONDITION.  IT IS 0.3 MILE EAST OF LEMKE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7552 ***********************************************************************
 DE7552  DESIGNATION -  CHARLESTOWN W GPS
 DE7552  PID         -  DE7552
 DE7552  STATE/COUNTY-  WI/CALUMET
 DE7552  COUNTRY     -  US
 DE7552  USGS QUAD   -  CHILTON (2018)
 DE7552
 DE7552                         *CURRENT SURVEY CONTROL
 DE7552  ______________________________________________________________________
 DE7552* NAD 83(2011) POSITION- 44 01 21.50388(N) 088 08 26.59945(W)   ADJUSTED
 DE7552* NAD 83(2011) ELLIP HT-   236.334 (meters)        (06/27/12)   ADJUSTED
 DE7552* NAD 83(2011) EPOCH   -  2010.00
 DE7552* NAVD 88 ORTHO HEIGHT -   272.375 (meters)      893.62  (feet) ADJUSTED
 DE7552  ______________________________________________________________________
 DE7552  GEOID HEIGHT    -        -36.047 (meters)                     GEOID18
 DE7552  NAD 83(2011) X  -    149,048.239 (meters)                     COMP
 DE7552  NAD 83(2011) Y  - -4,591,479.909 (meters)                     COMP
 DE7552  NAD 83(2011) Z  -  4,410,065.064 (meters)                     COMP
 DE7552  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 DE7552  DYNAMIC HEIGHT  -        272.321 (meters)      893.44  (feet) COMP
 DE7552  MODELED GRAVITY -    980,416.8   (mgal)                       NAVD 88
 DE7552
 DE7552  VERT ORDER      -  SECOND    CLASS I
 DE7552
 DE7552  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7552  Standards:
 DE7552         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7552            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7552  -------------------------------------------------------------------
 DE7552  NETWORK    0.36   0.35           0.16   0.13   0.18     -0.04113469
 DE7552  -------------------------------------------------------------------
 DE7552  Click here for local accuracies and other accuracy information.
 DE7552
 DE7552.The horizontal coordinates were established by GPS observations
 DE7552.and adjusted by the National Geodetic Survey in June 2012.
 DE7552
 DE7552.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7552.been affixed to the stable North American tectonic plate. See 
 DE7552.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7552
 DE7552.The horizontal coordinates are valid at the epoch date displayed above
 DE7552.which is a decimal equivalence of Year/Month/Day.
 DE7552
 DE7552.The orthometric height was determined by differential leveling and
 DE7552.adjusted by the WI DEPT OF TRANSP
 DE7552.in May 2012.
 DE7552
 DE7552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7552.GEOID18 height accuracy estimate available here.
 DE7552
 DE7552.Click photographs - Photos may exist for this station.
 DE7552
 DE7552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7552
 DE7552.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7552
 DE7552.The ellipsoidal height was determined by GPS observations
 DE7552.and is referenced to NAD 83.
 DE7552
 DE7552.The dynamic height is computed by dividing the NAVD 88
 DE7552.geopotential number by the normal gravity value computed on the
 DE7552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7552.degrees latitude (g = 980.6199 gals.).
 DE7552
 DE7552.The modeled gravity was interpolated from observed gravity values.
 DE7552
 DE7552. The following values were computed from the NAD 83(2011) position.
 DE7552
 DE7552;                    North         East     Units Scale Factor Converg.
 DE7552;SPC WI S     -   226,364.441   749,055.247   MT  0.99999135   +1 16 39.1
 DE7552;SPC WI S     -   742,664.00  2,457,525.42   sFT  0.99999135   +1 16 39.1
 DE7552;UTM  16      - 4,875,019.909   408,578.190   MT  0.99970279   -0 47 34.0
 DE7552
 DE7552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7552!SPC WI S     -   0.99996294  x   0.99999135  =   0.99995429
 DE7552!UTM  16      -   0.99996294  x   0.99970279  =   0.99966574
 DE7552
 DE7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0857875019(NAD 83)
 DE7552
 DE7552                          SUPERSEDED SURVEY CONTROL
 DE7552
 DE7552  NAD 83(2007)-  44 01 21.50394(N)    088 08 26.60028(W) AD(2002.00) 0
 DE7552  ELLIP H (02/10/07)  236.375  (m)                       GP(2002.00)    
 DE7552  NAD 83(1997)-  44 01 21.50400(N)    088 08 26.60037(W) AD(       ) 1
 DE7552  ELLIP H (06/11/03)  236.368  (m)                       GP(       ) 3 1
 DE7552  NAVD 88             272.34   (m)          893.5    (f) LEVELING    3  
 DE7552  NAVD 88 (04/20/07)  272.336  (m)          893.49   (f) SUPERSEDED  2 1
 DE7552  NAVD 88             272.35   (m)          893.5    (f) LEVELING    3  
 DE7552  NAVD 88 (05/16/03)  272.347  (m)          893.53   (f) SUPERSEDED  2 1
 DE7552
 DE7552.Superseded values are not recommended for survey control.
 DE7552
 DE7552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7552.See file dsdata.pdf to determine how the superseded data were derived.
 DE7552
 DE7552_MARKER: DD = SURVEY DISK
 DE7552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7552_STAMPING: CHARLESTOWN W GPS 2001
 DE7552_MARK LOGO: WIDT
 DE7552_PROJECTION: FLUSH
 DE7552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7552+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 DE7552
 DE7552  HISTORY     - Date     Condition        Report By
 DE7552  HISTORY     - 2000     MONUMENTED       WIDT
 DE7552  HISTORY     - 20030630 GOOD             USPSQD
 DE7552  HISTORY     - 20050817 GOOD             WIDT
 DE7552  HISTORY     - 20060908 GOOD             USPSQD
 DE7552
 DE7552                          STATION DESCRIPTION
 DE7552
 DE7552'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7552'THE STATION IS LOCATED ABOUT 1 KM EAST OF CHILTON.
 DE7552'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7552'STATION FROM THE SOUTH JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY
 DE7552'32 AND STATE HIGHWAY 57 AT THE INTERSECTION OF CALUMET STREET AND
 DE7552'CHESTNUT STREET IN THE CITY OF CHILTON, GO EAST ON US HIGHWAY 151
 DE7552'(CALUMET STREET) FOR 1.0 KM TO IRISH ROAD, CONTINUE EAST ON US
 DE7552'HIGHWAY 151 FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DE7552'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7552'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7552'A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE
 DE7552'STATION IS 10.7 M NORTH OF THE CENTERLINE OF US HIGHWAY 151, 61.5 M
 DE7552'WEST OF A METAL POST FOR A --WARNING UNDERGROUND FIBER OPTIC CABLE--
 DE7552'SIGN, 26.7 M NORTH OF POWER POLE --1820 20W5--, 24.9 M EAST-SOUTHEAST
 DE7552'OF A YELLOW PLASTIC --R/W-- POST, 22 M EAST OF A FIELD ENTRANCE, 2 M
 DE7552'SOUTH OF A CULTIVATED FIELD AND 0.8 M SOUTH OF A WHITE PLASTIC
 DE7552'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7552'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7552
 DE7552                          STATION RECOVERY (2003)
 DE7552
 DE7552'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7552'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M EAST, 1
 DE7552'M WEST, 1 M NORTH OF THREE ORANGE PLASTIC GUARD POSTS.
 DE7552
 DE7552                          STATION RECOVERY (2005)
 DE7552
 DE7552'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7552'RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS POST,
 DE7552'YELLOW PLASTIC RIGHT-OF-WAY POST, AND UNDERGROUND FIBER OPTIC WARNING
 DE7552'SIGN ARE NOT PRESENT.  ADD-- THE STATION IS 74.5 M EAST OF A --SPEED
 DE7552'LIMIT 40-- WOODEN SIGN POST AND 46.0 M WEST OF A --NO ENGINE
 DE7552'BREAKING-- SIGN POST.
 DE7552
 DE7552                          STATION RECOVERY (2006)
 DE7552
 DE7552'RECOVERY NOTE BY US POWER SQUADRON 2006 (JK)
 DE7552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1601 ***********************************************************************
 RN1601  DESIGNATION -  CHASE
 RN1601  PID         -  RN1601
 RN1601  STATE/COUNTY-  WI/BURNETT
 RN1601  COUNTRY     -  US
 RN1601  USGS QUAD   -  WEBB LAKE (2019)
 RN1601
 RN1601                         *CURRENT SURVEY CONTROL
 RN1601  ______________________________________________________________________
 RN1601* NAD 83(1996) POSITION- 46 07 01.97216(N) 092 14 16.11237(W)   ADJUSTED
 RN1601* NAVD 88 ORTHO HEIGHT -   319.    (meters)     1047.    (feet) SCALED
 RN1601  ______________________________________________________________________
 RN1601  GEOID HEIGHT    -        -26.388 (meters)                     GEOID18
 RN1601  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 RN1601  HORZ ORDER      -  THIRD
 RN1601
 RN1601.The horizontal coordinates were established by classical geodetic methods
 RN1601.and adjusted by the National Geodetic Survey in March 1999.
 RN1601
 RN1601.The orthometric height was scaled from a topographic map.
 RN1601
 RN1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1601.GEOID18 height accuracy estimate available here.
 RN1601
 RN1601.Click photographs - Photos may exist for this station.
 RN1601
 RN1601.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1601
 RN1601. The following values were computed from the NAD 83(1996) position.
 RN1601
 RN1601;                    North         East     Units Scale Factor Converg.
 RN1601;SPC WI N     -   108,084.394   427,050.610   MT  0.99994573   -1 36 51.4
 RN1601;SPC WI N     -   354,606.88  1,401,081.88   sFT  0.99994573   -1 36 51.4
 RN1601;UTM  15      - 5,107,353.305   558,893.401   MT  0.99964264   +0 32 57.7
 RN1601
 RN1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1601!SPC WI N     -   0.99995413  x   0.99994573  =   0.99989986
 RN1601!UTM  15      -   0.99995413  x   0.99964264  =   0.99959679
 RN1601
 RN1601:                Primary Azimuth Mark                     Grid Az
 RN1601:SPC WI N     -  SWISS                                    192 21 16.7
 RN1601:UTM  15      -  SWISS                                    190 11 27.6
 RN1601
 RN1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5889307353(NAD 83)
 RN1601
 RN1601|---------------------------------------------------------------------|
 RN1601| PID    Reference Object                     Distance      Geod. Az  |
 RN1601|                                                           dddmmss.s |
 RN1601| CJ2340 CHASE RM 1                           30.899 METERS 05122     |
 RN1601| CJ2341 CHASE RM 2                           46.116 METERS 14851     |
 RN1601| RN1606 SWISS                               APPROX. 8.6 KM 1904425.3 |
 RN1601|---------------------------------------------------------------------|
 RN1601
 RN1601                          SUPERSEDED SURVEY CONTROL
 RN1601
 RN1601  NAD 83(1991)-  46 07 01.96857(N)    092 14 16.10835(W) AD(       ) 3
 RN1601  NAD 83(1986)-  46 07 01.96302(N)    092 14 16.10552(W) AD(       ) 3
 RN1601  NAD 27      -  46 07 02.17200(N)    092 14 15.41100(W) AD(       ) 3
 RN1601
 RN1601.Superseded values are not recommended for survey control.
 RN1601
 RN1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1601.See file dsdata.pdf to determine how the superseded data were derived.
 RN1601
 RN1601_MARKER: DS = TRIANGULATION STATION DISK
 RN1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1601_STAMPING: CHASE 1953
 RN1601_MARK LOGO: CGS
 RN1601_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RN1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1601+STABILITY: SURFACE MOTION
 RN1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1601+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 RN1601
 RN1601  HISTORY     - Date     Condition        Report By
 RN1601  HISTORY     - 1953     MONUMENTED       CGS
 RN1601  HISTORY     - 19930621 GOOD             WI-013
 RN1601  HISTORY     - 20081030 GOOD             WIDT
 RN1601
 RN1601                          STATION DESCRIPTION
 RN1601
 RN1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RN1601'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF RIVERSIDE ON THE
 RN1601'WEST SIDE OF STATE HIGHWAY 35.  IT IS 45 FEET WEST OF THE
 RN1601'CENTERLINE OF THE HIGHWAY AND 10 FEET WEST OF A ROAD BANK.
 RN1601'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHASE 1953.
 RN1601'
 RN1601'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE CENTERLINE OF
 RN1601'THE HIGHWAY, 6 FEET NORTH OF A GATE POST AND 1 FOOT WEST
 RN1601'OF A FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 RN1601'CHASE NO 1 1953.
 RN1601'
 RN1601'REFERENCE MARK NO. 2 IS 50.5 FEET NORTH OF A GATE POST, 32
 RN1601'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 2.5 FEET WEST
 RN1601'OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 RN1601'CHASE NO 2 1953.
 RN1601'
 RN1601'NO AZIMUTH MARK WAS SET.
 RN1601'
 RN1601'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER
 RN1601'THE ST CROIX RIVER AT RIVERSIDE, GO NORTH ON STATE HIGHWAY
 RN1601'35 FOR 3.0 MILES TO A CEMETERY ON THE RIGHT AND THE STATION ON
 RN1601'THE LEFT.
 RN1601'
 RN1601'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RN1601
 RN1601                          STATION RECOVERY (1993)
 RN1601
 RN1601'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 RN1601'RECOVERED AS DESCRIBED.  THE STATION PROJECTS 8 CM ABOVE THE GROUND
 RN1601'SURFACE.  FIBERGLASS WITNESS POST SET ALONG SIDE STATION.
 RN1601
 RN1601                          STATION RECOVERY (2008)
 RN1601
 RN1601'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 RN1601'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS A U.
 RN1601'S. COAST AND GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED
 RN1601'--CHASE 1953-- SET IN THE TOP OF A 27-CM SQUARE CONCRETE POST
 RN1601'PROJECTING 12 CM ABOVE THE GROUND AND APPROXIMATELY 0.5 M ABOVE THE
 RN1601'HIGHWAY PAVEMENT.
 RN1601'THE STATION IS 0.47 MILE NORTH OF SAINT CROIX TRAIL, 19.0 M
 RN1601'NORTH-NORTHEAST OF POWER POLE --8A-5--, 17.5 M SOUTH OF THE EXTENDED
 RN1601'CENTERLINE OF THE NORTH ENTRANCE TO --HILLCREST CEMETERY--, AND 0.6 M
 RN1601'WEST, 0.6 M SOUTHEAST, AND 0.6 M NORTHEAST OF THREE WHITE PLASTIC
 RN1601'WITNESS POSTS.
 RN1601'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 RN1601'QUADRANTS EXTENDING TO 40 DEGREES AND TREES IN THE WEST QUADRANTS
 RN1601'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 RN1601'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.  ADD--THE
 RN1601'STATION IS 3.4 M NORTH OF THE CENTERLINE OF THE NORTH ENTRANCE TO
 RN1601'--HILLCREST CEMETARY-- AND 0.8 M SOUTH-SOUTHWEST OF A TWIN TRUNKED
 RN1601'TREE WITH A --SURVEY MARKER-- SIGN ATTACHED.
 RN1601'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0447 ***********************************************************************
 QN0447  DESIGNATION -  CHASE
 QN0447  PID         -  QN0447
 QN0447  STATE/COUNTY-  WI/PRICE
 QN0447  COUNTRY     -  US
 QN0447  USGS QUAD   -  PIKE LAKE SW (2018)
 QN0447
 QN0447                         *CURRENT SURVEY CONTROL
 QN0447  ______________________________________________________________________
 QN0447* NAD 83(1991) POSITION- 45 49 36.64042(N) 090 14 27.57209(W)   ADJUSTED
 QN0447* NAVD 88 ORTHO HEIGHT -   481.    (meters)     1578.    (feet) SCALED
 QN0447  ______________________________________________________________________
 QN0447  GEOID HEIGHT    -        -30.771 (meters)                     GEOID18
 QN0447  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 QN0447  HORZ ORDER      -  THIRD
 QN0447
 QN0447.The horizontal coordinates were established by classical geodetic methods
 QN0447.and adjusted by the National Geodetic Survey in November 1991.
 QN0447
 QN0447.The orthometric height was scaled from a topographic map.
 QN0447
 QN0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0447.GEOID18 height accuracy estimate available here.
 QN0447
 QN0447.Click photographs - Photos may exist for this station.
 QN0447
 QN0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0447
 QN0447. The following values were computed from the NAD 83(1991) position.
 QN0447
 QN0447;                    North         East     Units Scale Factor Converg.
 QN0447;SPC WI N     -    73,402.944   581,274.521   MT  0.99996295   -0 10 25.8
 QN0447;SPC WI N     -   240,822.83  1,907,064.82   sFT  0.99996295   -0 10 25.8
 QN0447;UTM  15      - 5,078,511.149   714,299.492   MT  1.00016462   +1 58 46.6
 QN0447
 QN0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0447!SPC WI N     -   0.99992942  x   0.99996295  =   0.99989237
 QN0447!UTM  15      -   0.99992942  x   1.00016462  =   1.00009403
 QN0447
 QN0447:                Primary Azimuth Mark                     Grid Az
 QN0447:SPC WI N     -  CHASE AZ MK                              263 45 42.4
 QN0447:UTM  15      -  CHASE AZ MK                              261 36 30.0
 QN0447
 QN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1429978511(NAD 83)
 QN0447
 QN0447|---------------------------------------------------------------------|
 QN0447| PID    Reference Object                     Distance      Geod. Az  |
 QN0447|                                                           dddmmss.s |
 QN0447| CJ4430 CHASE RM 1                           22.258 METERS 17927     |
 QN0447| CJ4429 CHASE AZ MK                                        2633516.6 |
 QN0447| CI7807 CHASE RM 2                           29.590 METERS 27753     |
 QN0447|---------------------------------------------------------------------|
 QN0447
 QN0447                          SUPERSEDED SURVEY CONTROL
 QN0447
 QN0447  NAD 83(1986)-  45 49 36.63560(N)    090 14 27.56749(W) AD(       ) 3
 QN0447  NAD 27      -  45 49 36.80100(N)    090 14 27.02600(W) AD(       ) 3
 QN0447
 QN0447.Superseded values are not recommended for survey control.
 QN0447
 QN0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0447.See file dsdata.pdf to determine how the superseded data were derived.
 QN0447
 QN0447_MARKER: DS = TRIANGULATION STATION DISK
 QN0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0447_STAMPING: CHASE 1952
 QN0447_MARK LOGO: CGS
 QN0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0447+STABILITY: SURFACE MOTION
 QN0447
 QN0447  HISTORY     - Date     Condition        Report By
 QN0447  HISTORY     - 1952     MONUMENTED       CGS
 QN0447  HISTORY     - 20061105 MARK NOT FOUND   USPSQD
 QN0447
 QN0447                          STATION DESCRIPTION
 QN0447
 QN0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0447'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF PHILLIPS,
 QN0447'9 MILES SOUTHEAST OF FIFIELD AND IN THE CHEQUAMESON NATIONAL
 QN0447'FOREST.
 QN0447'
 QN0447'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND
 QN0447'STATE HIGHWAY 13 IN FIFIELD, GO EAST ON STATE HIGHWAY 70 FOR
 QN0447'7.65 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON
 QN0447'THE GRADED ROAD FOR 4.9 MILES TO A CROSSROAD, TURN LEFT AND
 QN0447'GO EASTERLY ON THE GRADED ROAD FOR 0.8 MILE TO A POINT WHERE
 QN0447'THE ROAD CURVES SLIGHTLY TO THE LEFT AND THE AZIMUTH MARK ON THE
 QN0447'RIGHT.  CONTINUE EASTERLY ON THE GRADED ROAD FOR 0.35 MILE TO
 QN0447'THE SUMMIT OF A HILL AND THE STATION ON THE LEFT, 100 FEET
 QN0447'EAST OF THE HIGHEST POINT OF THE HILL.
 QN0447'
 QN0447'THE STATION MARK, STAMPED CHASE 1952, IS A STANDARD DISK SET
 QN0447'IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 30
 QN0447'FEET SOUTHEAST OF HIGHER GROUND ON THE NORTH SIDE OF THE ROAD,
 QN0447'(HIGHEST POINT OF THE HILL IS ON THE SOUTH SIDE), 23 FEET
 QN0447'NORTHEAST OF THE CENTER OF THE GRADED ROAD AND 4 FEET SOUTHWEST
 QN0447'OF A WITNESS POST.
 QN0447'
 QN0447'REFERENCE MARK NO. 1, STAMPED CHASE NO 1 1952, IS A STANDARD
 QN0447'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 QN0447'IT IS 20 FEET SOUTHWEST OF THE CENTER OF THE ROAD AND 4 FEET
 QN0447'LOWER THAN THE STATION.
 QN0447'
 QN0447'REFERENCE MARK NO. 2, STAMPED CHASE NO 2 1952, IS A STANDARD
 QN0447'DISK SET IN A BOULDER 8 FEET BY 6 FEET THAT PROJECTS 3 FEET.
 QN0447'IT IS 25 FEET SOUTHWEST OF THE CENTER OF THE ROAD AND 4 FEET
 QN0447'HIGHER THAN THE STATION.
 QN0447'
 QN0447'THE AZIMUTH MARK, STAMPED CHASE 1952, IS A STANDARD DISK SET IN
 QN0447'A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 18 FEET
 QN0447'SOUTH OF THE CENTER OF THE GRADED ROAD, 6 FEET SOUTHWEST OF
 QN0447'A 3-FOOT BOULDER THAT PROJECTS 2 FEET AND 2 FEET EAST OF A
 QN0447'WITNESS POST.
 QN0447'
 QN0447'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QN0447
 QN0447                          STATION RECOVERY (2006)
 QN0447
 QN0447'RECOVERY NOTE BY US POWER SQUADRON 2006
 QN0447'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  THE STATION,
 QN0447'REFERENCE MARK 1, AND AZIMUTH MARK WERE NOT FOUND.  THE STATION AS
 QN0447'DESCRIBED IS ON THE NORTH SIDE OF GATES LAKE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5887 ***********************************************************************
 DN5887  DESIGNATION -  CHASE CREEK
 DN5887  PID         -  DN5887
 DN5887  STATE/COUNTY-  WI/BURNETT
 DN5887  COUNTRY     -  US
 DN5887  USGS QUAD   -  DAIRYLAND (2019)
 DN5887
 DN5887                         *CURRENT SURVEY CONTROL
 DN5887  ______________________________________________________________________
 DN5887* NAD 83(1986) POSITION- 46 09 02.79   (N) 092 14 18.27   (W)   HD_HELD1
 DN5887* NAVD 88 ORTHO HEIGHT -   315.181 (meters)     1034.06  (feet) ADJUSTED
 DN5887  ______________________________________________________________________
 DN5887  GEOID HEIGHT    -        -26.376 (meters)                     GEOID18
 DN5887  DYNAMIC HEIGHT  -        315.215 (meters)     1034.17  (feet) COMP
 DN5887  MODELED GRAVITY -    980,712.6   (mgal)                       NAVD 88
 DN5887
 DN5887  VERT ORDER      -  SECOND    CLASS I
 DN5887
 DN5887.The horizontal coordinates were determined by differentially corrected
 DN5887.hand held GPS observations or other comparable positioning techniques
 DN5887.and have an estimated accuracy of +/- 3 meters.
 DN5887
 DN5887.The orthometric height was determined by differential leveling and
 DN5887.adjusted by the WI DEPT OF TRANSP
 DN5887.in May 2012.
 DN5887
 DN5887.No vertical observational check was made to the station.
 DN5887
 DN5887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5887.GEOID18 height accuracy estimate available here.
 DN5887
 DN5887.Click photographs - Photos may exist for this station.
 DN5887
 DN5887.The dynamic height is computed by dividing the NAVD 88
 DN5887.geopotential number by the normal gravity value computed on the
 DN5887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5887.degrees latitude (g = 980.6199 gals.).
 DN5887
 DN5887.The modeled gravity was interpolated from observed gravity values.
 DN5887
 DN5887;                    North         East    Units  Estimated Accuracy
 DN5887;SPC WI N     -   111,814.4     427,109.4     MT  (+/- 3 meters HH1 GPS) 
 DN5887
 DN5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5881111081(NAD 83)
 DN5887
 DN5887                          SUPERSEDED SURVEY CONTROL
 DN5887
 DN5887.No superseded survey control is available for this station.
 DN5887
 DN5887_MARKER: DD = SURVEY DISK
 DN5887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN5887_SP_SET: BOX CULVERT
 DN5887_STAMPING: CHASE CREEK 2011
 DN5887_MARK LOGO: WI-013
 DN5887_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN5887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN5887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5887+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2012
 DN5887
 DN5887  HISTORY     - Date     Condition        Report By
 DN5887  HISTORY     - 2011     MONUMENTED       WI-013
 DN5887  HISTORY     - 20120204 GOOD             WI-013
 DN5887
 DN5887                          STATION DESCRIPTION
 DN5887
 DN5887'DESCRIBED BY BURNETT COUNTY WISCONSIN 2012 (JET)
 DN5887'THE STATION IS LOCATED 24.3 MI (39.1 KM) SOUTHWEST OF SOLON SPRINGS,
 DN5887'20.0 MI (32.2 KM) WEST-NORTHWEST OF MINONG AND 11.5 MI (18.5 KM)
 DN5887'NORTHEASDT OF DANBURY.
 DN5887'
 DN5887'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DN5887'HIGHWAY 77 EAST, LOCATED APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF THE
 DN5887'COMMUNITY OF DANBURY, GO NORTH ON STATE HIGHWAY 35 FOR 10.4 MI
 DN5887'(16.7 KM) TO BIG MCGRAW ROAD ON THE RIGHT.  CONTINUE NORTH
 DN5887'ON STATE HIGHWAY 35 FOR 0.53 MI (0.9 KM) TO CHASE CREEK AND THE
 DN5887'STATION ON THE RIGHT.
 DN5887'
 DN5887'THE STATION IS A BURNETT COUNTY DISK SET IN THE NORTHEAST CORNER OF A
 DN5887'BOX CULVERT 'B-07-40-97' AND APPROXIMATELY 2 M (6.6 FT) LOWER THAN THE
 DN5887'HIGHWAY PAVEMENT.  THE STATION IS 15.1 M (49.5 FT) EAST OF THE
 DN5887'CENTERLINE OF STATE HIGHWAY 35, 92 M (301.8 FT) NORTH OF THE CENTER OF
 DN5887'A PRIVATE DRIVE '34186' AND 2.3 M (7.5 FT) EAST OF A WHITE
 DN5887'PLASTIC T-POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN6849 ***********************************************************************
 DN6849  HT_MOD      -  This is a Height Modernization Survey Station.
 DN6849  DESIGNATION -  CHASE GPS
 DN6849  PID         -  DN6849
 DN6849  STATE/COUNTY-  WI/OCONTO
 DN6849  COUNTRY     -  US
 DN6849  USGS QUAD   -  PULASKI (2018)
 DN6849
 DN6849                         *CURRENT SURVEY CONTROL
 DN6849  ______________________________________________________________________
 DN6849* NAD 83(2011) POSITION- 44 44 40.84018(N) 088 10 52.44744(W)   ADJUSTED
 DN6849* NAD 83(2011) ELLIP HT-   203.344 (meters)        (04/14/17)   ADJUSTED
 DN6849* NAD 83(2011) EPOCH   -  2010.00
 DN6849* NAVD 88 ORTHO HEIGHT -   239.64  (meters)      786.2   (feet) GPS OBS
 DN6849  ______________________________________________________________________
 DN6849  GEOID HEIGHT    -        -36.289 (meters)                     GEOID18
 DN6849  NAD 83(2011) X  -    144,019.684 (meters)                     COMP
 DN6849  NAD 83(2011) Y  - -4,535,467.789 (meters)                     COMP
 DN6849  NAD 83(2011) Z  -  4,467,383.631 (meters)                     COMP
 DN6849  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 DN6849
 DN6849  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6849  Standards:
 DN6849         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6849            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6849  -------------------------------------------------------------------
 DN6849  NETWORK    0.33   0.61           0.15   0.12   0.31      0.01031031
 DN6849  -------------------------------------------------------------------
 DN6849  Click here for local accuracies and other accuracy information.
 DN6849
 DN6849.The horizontal coordinates were established by GPS observations
 DN6849.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DN6849
 DN6849.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6849.been affixed to the stable North American tectonic plate. See 
 DN6849.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6849
 DN6849.The horizontal coordinates are valid at the epoch date displayed above
 DN6849.which is a decimal equivalence of Year/Month/Day.
 DN6849
 DN6849.The orthometric height was determined by GPS observations and a
 DN6849.high-resolution geoid model using precise GPS observation and
 DN6849.processing techniques.
 DN6849
 DN6849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6849.GEOID18 height accuracy estimate available here.
 DN6849
 DN6849.Click photographs - Photos may exist for this station.
 DN6849
 DN6849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6849
 DN6849.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6849
 DN6849.The ellipsoidal height was determined by GPS observations
 DN6849.and is referenced to NAD 83.
 DN6849
 DN6849. The following values were computed from the NAD 83(2011) position.
 DN6849
 DN6849;                    North         East     Units Scale Factor Converg.
 DN6849;SPC WI C     -   102,879.899   744,019.084   MT  0.99994333   +1 16 59.8
 DN6849;SPC WI C     -   337,531.80  2,441,002.61   sFT  0.99994333   +1 16 59.8
 DN6849;UTM  16      - 4,955,266.595   406,487.966   MT  0.99970753   -0 49 53.7
 DN6849
 DN6849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6849!SPC WI C     -   0.99996812  x   0.99994333  =   0.99991145
 DN6849!UTM  16      -   0.99996812  x   0.99970753  =   0.99967566
 DN6849
 DN6849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0648755266(NAD 83)
 DN6849
 DN6849                          SUPERSEDED SURVEY CONTROL
 DN6849
 DN6849  NAD 83(2007)-  44 44 40.84043(N)    088 10 52.44826(W) AD(2002.00) 1
 DN6849  ELLIP H (04/03/12)  203.376  (m)                       GP(2002.00) 4 1
 DN6849  NAVD 88 (02/22/13)  239.65   (m)  GEOID12A model used  GPS OBS        
 DN6849
 DN6849.Superseded values are not recommended for survey control.
 DN6849
 DN6849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6849.See file dsdata.pdf to determine how the superseded data were derived.
 DN6849
 DN6849_MARKER: DD = SURVEY DISK
 DN6849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN6849_STAMPING: CHASE GPS 2008
 DN6849_MARK LOGO: WIDT
 DN6849_PROJECTION: FLUSH
 DN6849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN6849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN6849+STABILITY: SURFACE MOTION
 DN6849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6849+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2024
 DN6849
 DN6849  HISTORY     - Date     Condition        Report By
 DN6849  HISTORY     - 2008     MONUMENTED       WIDT
 DN6849  HISTORY     - 20081110 GOOD             WIDT
 DN6849  HISTORY     - 20150420 GOOD             WIDT
 DN6849  HISTORY     - 20241017 GOOD             COLEM
 DN6849
 DN6849                          STATION DESCRIPTION
 DN6849
 DN6849'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN6849'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C WITH COUNTY
 DN6849'HIGHWAY D IN THE COMMUNITY OF SAMPSON, GO SOUTH THEN EAST ON COUNTY
 DN6849'HIGHWAY C FOR 1.5 MI (2.4 KM) TO SCHWARTZ ROAD RIGHT.  TURN RIGHT AND
 DN6849'GO SOUTH ON SCHWARTZ ROAD FOR 0.07 MI (0.1 KM) TO THE STATION ON THE
 DN6849'LEFT.
 DN6849'
 DN6849'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN6849'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM (16
 DN6849'INCH) DIAMETER ROUND CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN6849'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DN6849'THE STATION IS 5.9 M (19.4 FT) EAST OF THE CENTERLINE OF SCHWARTZ
 DN6849'ROAD, APPROXIMATELY 121 M (397.0 FT) NORTH OF A -STOP AHEAD- WOODEN
 DN6849'SIGN POST, 1.7 M (5.6 FT) WEST OF A CULTIVATED FIELD AND 1.0 M (3.3
 DN6849'FT) EAST, 1.0 M (3.3 FT) NORTHWEST AND 1.0 M (3.3 FT) SOUTHWEST OF
 DN6849'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DN6849'
 DN6849'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN6849'DEGREES ABOVE THE HORIZON.
 DN6849
 DN6849                          STATION RECOVERY (2015)
 DN6849
 DN6849'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DN6849'RECOVERED AS DESCRIBED.
 DN6849
 DN6849                          STATION RECOVERY (2024)
 DN6849
 DN6849'RECOVERY NOTE BY COLEMAN ENGINEERING COMPANY 2024 (CAR)
 DN6849'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DR4332 ***********************************************************************
 DR4332  DESIGNATION -  CHECKPOINT 1 VBLAT
 DR4332  PID         -  DR4332
 DR4332  STATE/COUNTY-  WI/DOUGLAS
 DR4332  COUNTRY     -  US
 DR4332  USGS QUAD   -  SUPERIOR (2018)
 DR4332
 DR4332                         *CURRENT SURVEY CONTROL
 DR4332  ______________________________________________________________________
 DR4332* NAD 83(1986) POSITION- 46 44 52.1    (N) 092 06 00.1    (W)   HD_HELD2
 DR4332* NAVD 88 ORTHO HEIGHT -   185.006 (meters)      606.97  (feet) ADJUSTED
 DR4332  ______________________________________________________________________
 DR4332  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 DR4332  DYNAMIC HEIGHT  -        185.031 (meters)      607.06  (feet) COMP
 DR4332  MODELED GRAVITY -    980,743.2   (mgal)                       NAVD 88
 DR4332
 DR4332  VERT ORDER      -  SECOND    CLASS I
 DR4332
 DR4332.The horizontal coordinates were established by autonomous hand held GPS
 DR4332.observations and have an estimated accuracy of +/- 10 meters.
 DR4332
 DR4332.The orthometric height was determined by differential leveling and
 DR4332.adjusted by the NATIONAL GEODETIC SURVEY
 DR4332.in April 2021.
 DR4332
 DR4332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4332.GEOID18 height accuracy estimate available here.
 DR4332
 DR4332.Click photographs - Photos may exist for this station.
 DR4332
 DR4332.The dynamic height is computed by dividing the NAVD 88
 DR4332.geopotential number by the normal gravity value computed on the
 DR4332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4332.degrees latitude (g = 980.6199 gals.).
 DR4332
 DR4332.The modeled gravity was interpolated from observed gravity values.
 DR4332
 DR4332;                    North         East    Units  Estimated Accuracy
 DR4332;SPC WI N     -   177,863.      439,550.      MT  (+/- 10 meters HH2 GPS)
 DR4332
 DR4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6874277532(NAD 83)
 DR4332
 DR4332                          SUPERSEDED SURVEY CONTROL
 DR4332
 DR4332.No superseded survey control is available for this station.
 DR4332
 DR4332_MARKER: B = BOLT
 DR4332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR4332_SP_SET: BOLT
 DR4332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR4332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR4332+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2019
 DR4332
 DR4332  HISTORY     - Date     Condition        Report By
 DR4332  HISTORY     - 20190715 MONUMENTED       MNDT
 DR4332
 DR4332                          STATION DESCRIPTION
 DR4332
 DR4332'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR4332'THE MARK IS A BOLT LOCATED ABOUT 17.9 KM (11.1 MI) NORTH-NORTHWEST OF
 DR4332'SOUTH RANGE, 16.3 KM (10.1 MI) NORTH-NORTHWEST OF SUNNYSIDE, 13.6 KM
 DR4332'(8.5 MI) NORTHWEST OF PARKLAND AND 3.0 KM (1.9 MI) NORTH OF SUPERIOR.
 DR4332'THE MARK IS LOCATED ABOUT AT NORTHWEST END OF CONNER'S POINT
 DR4332'INDUSTRIAL PARK IN SUPERIOR, WI.
 DR4332'
 DR4332'THE MARK IS FOUND IN THE SOUTHEAST SIDE OF THE BRIDGE PIER FOOTING
 DR4332'BELOW THE NORTH BOUND I-535 TRAFFIC LANE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8451 ***********************************************************************
 AB8451  DESIGNATION -  CHELL GPS 107
 AB8451  PID         -  AB8451
 AB8451  STATE/COUNTY-  WI/BURNETT
 AB8451  COUNTRY     -  US
 AB8451  USGS QUAD   -  FALUN (2018)
 AB8451
 AB8451                         *CURRENT SURVEY CONTROL
 AB8451  ______________________________________________________________________
 AB8451* NAD 83(2011) POSITION- 45 45 56.82288(N) 092 35 23.60935(W)   ADJUSTED
 AB8451* NAD 83(2011) ELLIP HT-   259.270 (meters)        (06/27/12)   ADJUSTED
 AB8451* NAD 83(2011) EPOCH   -  2010.00
 AB8451* NAVD 88 ORTHO HEIGHT -   286.133 (meters)      938.75  (feet) ADJUSTED
 AB8451  ______________________________________________________________________
 AB8451  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 AB8451  NAD 83(2011) X  -   -201,405.915 (meters)                     COMP
 AB8451  NAD 83(2011) Y  - -4,452,637.670 (meters)                     COMP
 AB8451  NAD 83(2011) Z  -  4,547,311.133 (meters)                     COMP
 AB8451  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 AB8451  DYNAMIC HEIGHT  -        286.149 (meters)      938.81  (feet) COMP
 AB8451  MODELED GRAVITY -    980,662.5   (mgal)                       NAVD 88
 AB8451
 AB8451  VERT ORDER      -  SECOND    CLASS I
 AB8451
 AB8451  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8451  Standards:
 AB8451         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8451            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8451  -------------------------------------------------------------------
 AB8451  NETWORK    0.66   1.12           0.30   0.23   0.57      0.08910381
 AB8451  -------------------------------------------------------------------
 AB8451  Click here for local accuracies and other accuracy information.
 AB8451
 AB8451.The horizontal coordinates were established by GPS observations
 AB8451.and adjusted by the National Geodetic Survey in June 2012.
 AB8451
 AB8451.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8451.been affixed to the stable North American tectonic plate. See 
 AB8451.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8451
 AB8451.The horizontal coordinates are valid at the epoch date displayed above
 AB8451.which is a decimal equivalence of Year/Month/Day.
 AB8451
 AB8451.The orthometric height was determined by differential leveling and
 AB8451.adjusted by the WI DEPT OF TRANSP
 AB8451.in May 2012.
 AB8451
 AB8451.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8451.GEOID18 height accuracy estimate available here.
 AB8451
 AB8451.Click photographs - Photos may exist for this station.
 AB8451
 AB8451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8451
 AB8451.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8451
 AB8451.The ellipsoidal height was determined by GPS observations
 AB8451.and is referenced to NAD 83.
 AB8451
 AB8451.The dynamic height is computed by dividing the NAVD 88
 AB8451.geopotential number by the normal gravity value computed on the
 AB8451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8451.degrees latitude (g = 980.6199 gals.).
 AB8451
 AB8451.The modeled gravity was interpolated from observed gravity values.
 AB8451
 AB8451. The following values were computed from the NAD 83(2011) position.
 AB8451
 AB8451;                    North         East     Units Scale Factor Converg.
 AB8451;SPC WI N     -    69,872.328   398,575.437   MT  0.99996982   -1 52 05.8
 AB8451;SPC WI N     -   229,239.46  1,307,659.58   sFT  0.99996982   -1 52 05.8
 AB8451;UTM  15      - 5,068,106.811   531,889.365   MT  0.99961250   +0 17 37.8
 AB8451
 AB8451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8451!SPC WI N     -   0.99995936  x   0.99996982  =   0.99992918
 AB8451!UTM  15      -   0.99995936  x   0.99961250  =   0.99957187
 AB8451
 AB8451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3188968106(NAD 83)
 AB8451
 AB8451                          SUPERSEDED SURVEY CONTROL
 AB8451
 AB8451  NAD 83(2007)-  45 45 56.82294(N)    092 35 23.60989(W) AD(2002.00) 0
 AB8451  ELLIP H (02/10/07)  259.311  (m)                       GP(2002.00)    
 AB8451  NAD 83(1997)-  45 45 56.82298(N)    092 35 23.61024(W) AD(       ) 1
 AB8451  ELLIP H (01/30/03)  259.343  (m)                       GP(       ) 4 1
 AB8451  NAD 83(1991)-  45 45 56.82272(N)    092 35 23.60825(W) AD(       ) 1
 AB8451  ELLIP H (12/09/96)  259.382  (m)                       GP(       ) 4 1
 AB8451  NAVD 88             286.13   (m)          938.7    (f) LEVELING    3  
 AB8451  NAVD 88 (12/09/96)  286.2    (m)  GEOID93  model used  GPS OBS        
 AB8451
 AB8451.Superseded values are not recommended for survey control.
 AB8451
 AB8451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8451.See file dsdata.pdf to determine how the superseded data were derived.
 AB8451
 AB8451_MARKER: DD = SURVEY DISK
 AB8451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8451_STAMPING: CHELL GPS 107 1993
 AB8451_MARK LOGO: WI-013
 AB8451_PROJECTION: RECESSED 6 CENTIMETERS
 AB8451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8451+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2010
 AB8451
 AB8451  HISTORY     - Date     Condition        Report By
 AB8451  HISTORY     - 1993     MONUMENTED       WI-013
 AB8451  HISTORY     - 20100804 GOOD             WIDT
 AB8451
 AB8451                          STATION DESCRIPTION
 AB8451
 AB8451'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8451'THE STATION IS LOCATED 16.4 KM (10.20 MI) SOUTHWEST OF THE VILLAGE OF
 AB8451'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8451'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 7.2 KM (4.45 MI)
 AB8451'SOUTHEAST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHEAST
 AB8451'QUARTER OF THE NORTHEAST QUARTER, SECTION 21, T38N, R18W, TOWN OF WOOD
 AB8451'RIVER.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG, WISCONSIN
 AB8451'(WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO EAST
 AB8451'ALONG STATE HIGHWAY 70 7.19 KM (4.45 MI) TO COUNTY ROAD Y, GO SOUTH
 AB8451'(RIGHT) ALONG COUNTY ROAD Y .71 KM (0.45 MI) TO STATION LOCATED 33
 AB8451'FEET (10.1 M) WEST OF ROAD, NORTH OF CEMETERY, 137 FEET (41.8 M) SOUTH
 AB8451'OF POWER POLE, 250 FEET (76.2 M) NORTH OF EAST-WEST QUARTER LINE.  THE
 AB8451'STATION IS LOCATED ON THE CHELL PROPERTY.  FIBERGLASS WITNESS POST SET
 AB8451'3 FEET (0.9 M) EAST OF THE STATION.  THE STATION MARKER IS SET IN A 30
 AB8451'CM ROUND CONCRETE MONUMENT 6 CM BELOW THE GROUND SURFACE.
 AB8451
 AB8451                          STATION RECOVERY (2010)
 AB8451
 AB8451'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AB8451'RECOVERED IN GOOD CONDITION.
 AB8451'
 AB8451'NOTE-FIBERGLASS WITNESS POST HAS BEEN REMOVED.  THE MARK IS 1 M (3.3
 AB8451'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7361 ***********************************************************************
 DN7361  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7361  DESIGNATION -  CHELSEA GPS
 DN7361  PID         -  DN7361
 DN7361  STATE/COUNTY-  WI/TAYLOR
 DN7361  COUNTRY     -  US
 DN7361  USGS QUAD   -  MONDEAUX DAM (2018)
 DN7361
 DN7361                         *CURRENT SURVEY CONTROL
 DN7361  ______________________________________________________________________
 DN7361* NAD 83(2011) POSITION- 45 15 25.29856(N) 090 23 01.77379(W)   ADJUSTED
 DN7361* NAD 83(2011) ELLIP HT-   415.734 (meters)        (04/15/13)   ADJUSTED
 DN7361* NAD 83(2011) EPOCH   -  2010.00
 DN7361* NAVD 88 ORTHO HEIGHT -   446.94  (meters)     1466.3   (feet) GPS OBS
 DN7361  ______________________________________________________________________
 DN7361  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7361  GEOID HEIGHT    -        -31.198 (meters)                     GEOID12A
 DN7361  GEOID HEIGHT    -        -31.195 (meters)                     GEOID18
 DN7361  NAD 83(2011) X  -    -30,129.593 (meters)                     COMP
 DN7361  NAD 83(2011) Y  - -4,497,539.178 (meters)                     COMP
 DN7361  NAD 83(2011) Z  -  4,507,796.511 (meters)                     COMP
 DN7361  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 DN7361
 DN7361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7361  Standards:
 DN7361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7361  -------------------------------------------------------------------
 DN7361  NETWORK    0.89   1.69           0.40   0.32   0.86      0.06030379
 DN7361  -------------------------------------------------------------------
 DN7361  Click here for local accuracies and other accuracy information.
 DN7361
 DN7361.The horizontal coordinates were established by GPS observations
 DN7361.and adjusted by the National Geodetic Survey in April 2013.
 DN7361
 DN7361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7361.been affixed to the stable North American tectonic plate. See 
 DN7361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7361
 DN7361.The horizontal coordinates are valid at the epoch date displayed above
 DN7361.which is a decimal equivalence of Year/Month/Day.
 DN7361
 DN7361.The orthometric height was determined by GPS observations and a
 DN7361.high-resolution geoid model using precise GPS observation and
 DN7361.processing techniques.
 DN7361
 DN7361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7361.GEOID18 height accuracy estimate available here.
 DN7361
 DN7361.Click photographs - Photos may exist for this station.
 DN7361
 DN7361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7361
 DN7361.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7361
 DN7361.The ellipsoidal height was determined by GPS observations
 DN7361.and is referenced to NAD 83.
 DN7361
 DN7361. The following values were computed from the NAD 83(2011) position.
 DN7361
 DN7361;                    North         East     Units Scale Factor Converg.
 DN7361;SPC WI C     -   158,273.476   569,873.376   MT  0.99996277   -0 16 14.9
 DN7361;SPC WI C     -   519,268.90  1,869,659.57   sFT  0.99996277   -0 16 14.9
 DN7361;UTM  15      - 5,014,833.306   705,270.018   MT  1.00011811   +1 51 31.8
 DN7361
 DN7361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7361!SPC WI C     -   0.99993482  x   0.99996277  =   0.99989760
 DN7361!UTM  15      -   0.99993482  x   1.00011811  =   1.00005293
 DN7361
 DN7361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0527014833(NAD 83)
 DN7361
 DN7361                          SUPERSEDED SURVEY CONTROL
 DN7361
 DN7361  NAD 83(2007)-  45 15 25.29857(N)    090 23 01.77441(W) AD(2002.00) 1
 DN7361  ELLIP H (04/06/12)  415.763  (m)                       GP(2002.00) 1 1
 DN7361
 DN7361.Superseded values are not recommended for survey control.
 DN7361
 DN7361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7361.See file dsdata.pdf to determine how the superseded data were derived.
 DN7361
 DN7361_MARKER: DD = SURVEY DISK
 DN7361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7361_STAMPING: CHELSEA GPS 1994
 DN7361_MARK LOGO: WI-119
 DN7361_PROJECTION: FLUSH
 DN7361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7361+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2009
 DN7361
 DN7361  HISTORY     - Date     Condition        Report By
 DN7361  HISTORY     - 1994     MONUMENTED       WI-119
 DN7361  HISTORY     - 20090818 GOOD             WIDT
 DN7361
 DN7361                          STATION DESCRIPTION
 DN7361
 DN7361'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN7361'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN7361'HIGHWAY M WEST APPROXIMATELY 4.7 MI (7.6 KM) NORTH-NORTHEAST OF THE
 DN7361'CITY OF MEDFORD, GO WEST ON COUNTY HIGHWAY M FOR 1.8 MI (2.9 KM) TO
 DN7361'BLACK RIVER ROAD RIGHT.  TURN RIGHT AND GO NORTH ON BLACK RIVER ROAD
 DN7361'FOR 1.0 MI (1.6 KM) TO HILLCREST ROAD.  TURN RIGHT AND GO EAST AND
 DN7361'NORTH ON HILLCREST ROAD FOR 1.0 MI (1.6 KM) TO HORSESHOE LAKE AVENUE.
 DN7361'TURN LEFT AND GO NORTHWEST ON HORSESHOE LAKE AVENUE FOR 2.1 MI (3.4
 DN7361'KM) TO HORSESHOE LAKE AVENUE LEFT AND FOREST ROAD 1517 RIGHT.  TURN
 DN7361'LEFT AND GO WEST ON HORSESHOE LAKE AVENUE FOR 0.2 MI (0.3 KM) TO
 DN7361'BUNKERS ROAD (FOREST ROAD 103) RIGHT.  TURN RIGHT AND GO NORTH ON
 DN7361'BUNKERS ROAD (FOREST ROAD 103) FOR 0.53 MI (0.9 KM) TO THE STATION ON
 DN7361'THE RIGHT.
 DN7361'
 DN7361'THE STATION IS A BRONZE TAYLOR COUNTY GEODETIC CONTROL MARKER DISK SET
 DN7361'IN THE TOP OF A 35 CM (14 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN7361'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7361'THE STATION IS 6.3 M (20.7 FT) EAST OF THE CENTERLINE OF BUNKER ROAD
 DN7361'(FOREST ROAD 103), 0.42 MI (0.7 KM) SOUTH OF KETCHAM AVENUE, 92.0 M
 DN7361'(301.8 FT) SOUTH OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE, 27.4 M
 DN7361'(89.9 FT) NORTH OF A POWER POLE, 24.6 M (80.7 FT) NORTH OF THE CENTER
 DN7361'OF A FIELD ENTRANCE AND 1.0 M (3.3 FT) NORTH AND 1.0 M (3.3 FT) SOUTH
 DN7361'OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7361'
 DN7361'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7361'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7129 ***********************************************************************
 DN7129  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7129  DESIGNATION -  CHELSEA N GPS
 DN7129  PID         -  DN7129
 DN7129  STATE/COUNTY-  WI/TAYLOR
 DN7129  COUNTRY     -  US
 DN7129  USGS QUAD   -  WESTBORO (2018)
 DN7129
 DN7129                         *CURRENT SURVEY CONTROL
 DN7129  ______________________________________________________________________
 DN7129* NAD 83(2011) POSITION- 45 16 42.26802(N) 090 19 28.59130(W)   ADJUSTED
 DN7129* NAD 83(2011) ELLIP HT-   432.962 (meters)        (04/15/13)   ADJUSTED
 DN7129* NAD 83(2011) EPOCH   -  2010.00
 DN7129* NAVD 88 ORTHO HEIGHT -   464.22  (meters)     1523.0   (feet) GPS OBS
 DN7129  ______________________________________________________________________
 DN7129  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7129  GEOID HEIGHT    -        -31.256 (meters)                     GEOID12A
 DN7129  GEOID HEIGHT    -        -31.257 (meters)                     GEOID18
 DN7129  NAD 83(2011) X  -    -25,471.706 (meters)                     COMP
 DN7129  NAD 83(2011) Y  - -4,495,891.928 (meters)                     COMP
 DN7129  NAD 83(2011) Z  -  4,509,481.187 (meters)                     COMP
 DN7129  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 DN7129
 DN7129  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7129  Standards:
 DN7129         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7129            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7129  -------------------------------------------------------------------
 DN7129  NETWORK    0.85   1.63           0.38   0.31   0.83      0.05762403
 DN7129  -------------------------------------------------------------------
 DN7129  Click here for local accuracies and other accuracy information.
 DN7129
 DN7129.The horizontal coordinates were established by GPS observations
 DN7129.and adjusted by the National Geodetic Survey in April 2013.
 DN7129
 DN7129.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7129.been affixed to the stable North American tectonic plate. See 
 DN7129.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7129
 DN7129.The horizontal coordinates are valid at the epoch date displayed above
 DN7129.which is a decimal equivalence of Year/Month/Day.
 DN7129
 DN7129.The orthometric height was determined by GPS observations and a
 DN7129.high-resolution geoid model using precise GPS observation and
 DN7129.processing techniques.
 DN7129
 DN7129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7129.GEOID18 height accuracy estimate available here.
 DN7129
 DN7129.Click photographs - Photos may exist for this station.
 DN7129
 DN7129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7129
 DN7129.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7129
 DN7129.The ellipsoidal height was determined by GPS observations
 DN7129.and is referenced to NAD 83.
 DN7129
 DN7129. The following values were computed from the NAD 83(2011) position.
 DN7129
 DN7129;                    North         East     Units Scale Factor Converg.
 DN7129;SPC WI C     -   160,629.251   574,530.835   MT  0.99996532   -0 13 44.5
 DN7129;SPC WI C     -   526,997.80  1,884,939.91   sFT  0.99996532   -0 13 44.5
 DN7129;UTM  15      - 5,017,360.990   709,837.452   MT  1.00014142   +1 54 05.9
 DN7129
 DN7129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7129!SPC WI C     -   0.99993212  x   0.99996532  =   0.99989745
 DN7129!UTM  15      -   0.99993212  x   1.00014142  =   1.00007353
 DN7129
 DN7129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0983717360(NAD 83)
 DN7129
 DN7129                          SUPERSEDED SURVEY CONTROL
 DN7129
 DN7129  NAD 83(2007)-  45 16 42.26811(N)    090 19 28.59205(W) AD(2002.00) 1
 DN7129  ELLIP H (04/06/12)  432.991  (m)                       GP(2002.00) 1 1
 DN7129
 DN7129.Superseded values are not recommended for survey control.
 DN7129
 DN7129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7129.See file dsdata.pdf to determine how the superseded data were derived.
 DN7129
 DN7129_MARKER: DD = SURVEY DISK
 DN7129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7129_STAMPING: CHELSEA N GPS 2006
 DN7129_MARK LOGO: WIDT
 DN7129_PROJECTION: FLUSH
 DN7129_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7129+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2009
 DN7129
 DN7129  HISTORY     - Date     Condition        Report By
 DN7129  HISTORY     - 2005     MONUMENTED       WIDT
 DN7129  HISTORY     - 20090818 GOOD             WIDT
 DN7129
 DN7129                          STATION DESCRIPTION
 DN7129
 DN7129'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN7129'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH STATE
 DN7129'HIGHWAY 102 APPROXIMATELY 1 MI (1.6 KM) NORTHEAST OF THE COMMUNITY OF
 DN7129'CHELSEA, GO SOUTH ON STATE HIGHWAY 13 FOR 1.7 MI (2.7 KM) TO CEMETERY
 DN7129'AVENUE.  TURN RIGHT AND GO WEST ON CEMETERY AVENUE FOR 0.5 MI (0.8 KM)
 DN7129'TO FOURTH STREET RIGHT AND TABBERT LANE LEFT.  CONTINUE WEST ON
 DN7129'CEMETERY AVENUE FOR 0.58 MI (0.9 KM) TO THE STATION ON THE RIGHT.
 DN7129'
 DN7129'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7129'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN7129'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7129'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7129'7.4 M (24.3 FT) NORTH OF THE CENTERLINE OF CEMETERY AVENUE, 0.27 MI
 DN7129'(0.4 KM) EAST OF SETTLEMENT DRIVE, 0.2 MI (0.3 KM) EAST OF PRIVATE
 DN7129'ENTRANCE -W5541-, 62.0 M (203.4 FT) EAST OF THE EAST WOODEN POST OF A
 DN7129'GATE AT THE ENTRANCE TO A STONE QUARRY, 33.6 M (110.2 FT) WEST OF THE
 DN7129'CENTER OF A FIELD ENTRANCE, 26.5 M (86.9 FT) WEST OF THE WEST POST OF
 DN7129'A GATE AT A FIELD ENTRANCE AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4
 DN7129'PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7129'
 DN7129'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7129'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7128 ***********************************************************************
 DN7128  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7128  DESIGNATION -  CHELSEA S GPS
 DN7128  PID         -  DN7128
 DN7128  STATE/COUNTY-  WI/TAYLOR
 DN7128  COUNTRY     -  US
 DN7128  USGS QUAD   -  MEDFORD (2018)
 DN7128
 DN7128                         *CURRENT SURVEY CONTROL
 DN7128  ______________________________________________________________________
 DN7128* NAD 83(2011) POSITION- 45 12 57.98364(N) 090 19 59.75939(W)   ADJUSTED
 DN7128* NAD 83(2011) ELLIP HT-   419.643 (meters)        (04/15/13)   ADJUSTED
 DN7128* NAD 83(2011) EPOCH   -  2010.00
 DN7128* NAVD 88 ORTHO HEIGHT -   451.10  (meters)     1480.0   (feet) GPS OBS
 DN7128  ______________________________________________________________________
 DN7128  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7128  GEOID HEIGHT    -        -31.448 (meters)                     GEOID12A
 DN7128  GEOID HEIGHT    -        -31.448 (meters)                     GEOID18
 DN7128  NAD 83(2011) X  -    -26,179.614 (meters)                     COMP
 DN7128  NAD 83(2011) Y  - -4,500,795.949 (meters)                     COMP
 DN7128  NAD 83(2011) Z  -  4,504,596.607 (meters)                     COMP
 DN7128  LAPLACE CORR    -         -6.00  (seconds)                    DEFLEC18
 DN7128
 DN7128  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7128  Standards:
 DN7128         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7128            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7128  -------------------------------------------------------------------
 DN7128  NETWORK    0.74   1.37           0.33   0.27   0.70      0.12464480
 DN7128  -------------------------------------------------------------------
 DN7128  Click here for local accuracies and other accuracy information.
 DN7128
 DN7128.The horizontal coordinates were established by GPS observations
 DN7128.and adjusted by the National Geodetic Survey in April 2013.
 DN7128
 DN7128.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7128.been affixed to the stable North American tectonic plate. See 
 DN7128.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7128
 DN7128.The horizontal coordinates are valid at the epoch date displayed above
 DN7128.which is a decimal equivalence of Year/Month/Day.
 DN7128
 DN7128.The orthometric height was determined by GPS observations and a
 DN7128.high-resolution geoid model using precise GPS observation and
 DN7128.processing techniques.
 DN7128
 DN7128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7128.GEOID18 height accuracy estimate available here.
 DN7128
 DN7128.Click photographs - Photos may exist for this station.
 DN7128
 DN7128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7128
 DN7128.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7128
 DN7128.The ellipsoidal height was determined by GPS observations
 DN7128.and is referenced to NAD 83.
 DN7128
 DN7128. The following values were computed from the NAD 83(2011) position.
 DN7128
 DN7128;                    North         East     Units Scale Factor Converg.
 DN7128;SPC WI C     -   153,708.380   573,823.123   MT  0.99995828   -0 14 06.5
 DN7128;SPC WI C     -   504,291.58  1,882,618.03   sFT  0.99995828   -0 14 06.5
 DN7128;UTM  15      - 5,010,417.360   709,387.332   MT  1.00013911   +1 53 36.4
 DN7128
 DN7128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7128!SPC WI C     -   0.99993421  x   0.99995828  =   0.99989249
 DN7128!UTM  15      -   0.99993421  x   1.00013911  =   1.00007331
 DN7128
 DN7128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0938710417(NAD 83)
 DN7128
 DN7128                          SUPERSEDED SURVEY CONTROL
 DN7128
 DN7128  NAD 83(2007)-  45 12 57.98373(N)    090 19 59.76002(W) AD(2002.00) 1
 DN7128  ELLIP H (04/06/12)  419.671  (m)                       GP(2002.00) 1 1
 DN7128
 DN7128.Superseded values are not recommended for survey control.
 DN7128
 DN7128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7128.See file dsdata.pdf to determine how the superseded data were derived.
 DN7128
 DN7128_MARKER: DD = SURVEY DISK
 DN7128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7128_STAMPING: CHELSEA S GPS 2006
 DN7128_MARK LOGO: WIDT
 DN7128_PROJECTION: FLUSH
 DN7128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7128+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2009
 DN7128
 DN7128  HISTORY     - Date     Condition        Report By
 DN7128  HISTORY     - 2005     MONUMENTED       WIDT
 DN7128  HISTORY     - 20090825 GOOD             WIDT
 DN7128
 DN7128                          STATION DESCRIPTION
 DN7128
 DN7128'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN7128'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN7128'HIGHWAY M WEST APPROXIMATELY 4.5 MI (7.2 KM) NORTH OF THE CITY OF
 DN7128'MEDFORD, GO WEST ON COUNTY HIGHWAY M FOR 0.3 MI (0.5 KM) TO BALLPARK
 DN7128'DRIVE.  TURN RIGHT AND GO NORTH ON BALLPARK DRIVE FOR 0.65 MI (1.0 KM)
 DN7128'TO THE STATION ON THE LEFT.
 DN7128'
 DN7128'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7128'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN7128'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7128'GROUND AND APPROXIMATELY 0.4 M (1.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7128'THE STATION IS 6.7 M (22.0 FT) WEST OF THE CENTERLINE OF BALLPARK
 DN7128'DRIVE, 0.61 MI (1.0 KM) SOUTH OF WHITTLESSEY AVENUE, 86.6 M (284.1 FT)
 DN7128'NORTH OF THE SOUTH GRAVEL ENTRANCE TO THE WHITTLESEY STADIUM PARKING
 DN7128'LOT AND PRIVATE ENTRANCES -N5051- AND -N5031-, 52.8 M (173.2 FT) SOUTH
 DN7128'OF THE NORTH GRAVEL ENTRANCE TO THE WHITTLESEY STADIUM PARKING LOT,
 DN7128'48.7 M (159.8 FT) SOUTH-SOUTHWEST OF A -RIGHT CURVE AHEAD- METAL SIGN
 DN7128'POST AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DN7128'SURROUNDING THE STATION.
 DN7128'
 DN7128'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7128'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0723 ***********************************************************************
 RM0723  DESIGNATION -  CHEQUAMEGON POINT BEACON RED
 RM0723  PID         -  RM0723
 RM0723  STATE/COUNTY-  WI/ASHLAND
 RM0723  COUNTRY     -  US
 RM0723  USGS QUAD   -  LONG ISLAND (2018)
 RM0723
 RM0723                         *CURRENT SURVEY CONTROL
 RM0723  ______________________________________________________________________
 RM0723* NAD 83(1996) POSITION- 46 43 42.30315(N) 090 48 34.07021(W)   ADJUSTED
 RM0723  ______________________________________________________________________
 RM0723  GEOID HEIGHT    -        -31.955 (meters)                     GEOID18
 RM0723  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 RM0723  HORZ ORDER      -  THIRD
 RM0723
 RM0723.The horizontal coordinates were established by classical geodetic methods
 RM0723.and adjusted by the National Geodetic Survey in March 1999.
 RM0723
 RM0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0723.GEOID18 height accuracy estimate available here.
 RM0723
 RM0723.Click photographs - Photos may exist for this station.
 RM0723
 RM0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0723
 RM0723. The following values were computed from the NAD 83(1996) position.
 RM0723
 RM0723;                    North         East     Units Scale Factor Converg.
 RM0723;SPC WI N     -   173,901.485   538,125.642   MT  0.99999323   -0 35 02.1
 RM0723;SPC WI N     -   570,541.79  1,765,500.54   sFT  0.99999323   -0 35 02.1
 RM0723;UTM  15      - 5,177,315.058   667,376.337   MT  0.99994435   +1 35 43.2
 RM0723
 RM0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6737677315(NAD 83)
 RM0723
 RM0723                          SUPERSEDED SURVEY CONTROL
 RM0723
 RM0723  NAD 83(1991)-  46 43 42.30201(N)    090 48 34.06998(W) AD(       ) 3
 RM0723  NAD 83(1986)-  46 43 42.29444(N)    090 48 34.06517(W) AD(       ) 3
 RM0723  NAD 27      -  46 43 42.55000(N)    090 48 33.38000(W) AD(       ) 3
 RM0723
 RM0723.Superseded values are not recommended for survey control.
 RM0723
 RM0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0723.See file dsdata.pdf to determine how the superseded data were derived.
 RM0723
 RM0723_MARKER: 14 = NAVIGATION LIGHT
 RM0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0723+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 RM0723
 RM0723  HISTORY     - Date     Condition        Report By
 RM0723  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0723  HISTORY     - 20020617 GOOD             USPSQD
 RM0723
 RM0723                          STATION DESCRIPTION
 RM0723
 RM0723'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0730 ***********************************************************************
 RM0730  DESIGNATION -  CHEQUAMEGON PT BEACON
 RM0730  PID         -  RM0730
 RM0730  STATE/COUNTY-  WI/ASHLAND
 RM0730  COUNTRY     -  US
 RM0730  USGS QUAD   -  LONG ISLAND (2018)
 RM0730
 RM0730                         *CURRENT SURVEY CONTROL
 RM0730  ______________________________________________________________________
 RM0730* NAD 83(1996) POSITION- 46 43 42.46318(N) 090 48 34.03454(W)   NO CHECK
 RM0730* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 RM0730  ______________________________________________________________________
 RM0730  GEOID HEIGHT    -        -31.955 (meters)                     GEOID18
 RM0730  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 RM0730  HORZ ORDER      -  THIRD
 RM0730
 RM0730.The horizontal coordinates were established by classical geodetic methods
 RM0730.and adjusted by the National Geodetic Survey in March 1999.
 RM0730
 RM0730.No horizontal observational check was made to the station.
 RM0730
 RM0730.The orthometric height was scaled from a topographic map.
 RM0730
 RM0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0730.GEOID18 height accuracy estimate available here.
 RM0730
 RM0730.Click photographs - Photos may exist for this station.
 RM0730
 RM0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0730
 RM0730. The following values were computed from the NAD 83(1996) position.
 RM0730
 RM0730;                    North         East     Units Scale Factor Converg.
 RM0730;SPC WI N     -   173,906.419   538,126.450   MT  0.99999324   -0 35 02.1
 RM0730;SPC WI N     -   570,557.98  1,765,503.19   sFT  0.99999324   -0 35 02.1
 RM0730;UTM  15      - 5,177,320.019   667,376.956   MT  0.99994435   +1 35 43.2
 RM0730
 RM0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0730!SPC WI N     -   0.99997617  x   0.99999324  =   0.99996941
 RM0730!UTM  15      -   0.99997617  x   0.99994435  =   0.99992052
 RM0730
 RM0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6737677320(NAD 83)
 RM0730
 RM0730                          SUPERSEDED SURVEY CONTROL
 RM0730
 RM0730  NAD 83(1991)-  46 43 42.46362(N)    090 48 34.03347(W) AD(       ) 3
 RM0730  NAD 83(1986)-  46 43 42.45749(N)    090 48 34.02829(W) AD(       ) 3
 RM0730  NAD 27      -  46 43 42.65594(N)    090 48 33.36104(W) AD(       ) 3
 RM0730
 RM0730.Superseded values are not recommended for survey control.
 RM0730
 RM0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0730.See file dsdata.pdf to determine how the superseded data were derived.
 RM0730
 RM0730_MARKER: 14 = NAVIGATION LIGHT
 RM0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0730+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 RM0730
 RM0730  HISTORY     - Date     Condition        Report By
 RM0730  HISTORY     - 1963     FIRST OBSERVED   USGS
 RM0730  HISTORY     - 1963     GOOD             USGS
 RM0730  HISTORY     - 20020617 GOOD             USPSQD
 RM0730  HISTORY     - 20031031 GOOD             USPSQD
 RM0730
 RM0730                          STATION DESCRIPTION
 RM0730
 RM0730'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RM0730'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RM0730
 RM0730                          STATION RECOVERY (2002)
 RM0730
 RM0730'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0730'RECOVERED IN GOOD CONDITION.
 RM0730
 RM0730                          STATION RECOVERY (2003)
 RM0730
 RM0730'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 RM0730'RECOVERED IN GOOD CONDITION AS DESCRIBER. SPSPS JRD AND ATD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0722 ***********************************************************************
 RM0722  DESIGNATION -  CHEQUAMEGON PT LH WHITE LIGHT
 RM0722  PID         -  RM0722
 RM0722  STATE/COUNTY-  WI/ASHLAND
 RM0722  COUNTRY     -  US
 RM0722  USGS QUAD   -  LONG ISLAND (2018)
 RM0722
 RM0722                         *CURRENT SURVEY CONTROL
 RM0722  ______________________________________________________________________
 RM0722* NAD 83(1996) POSITION- 46 43 43.16550(N) 090 47 06.37322(W)   ADJUSTED
 RM0722  ______________________________________________________________________
 RM0722  GEOID HEIGHT    -        -31.977 (meters)                     GEOID18
 RM0722  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 RM0722  HORZ ORDER      -  THIRD
 RM0722
 RM0722.The horizontal coordinates were established by classical geodetic methods
 RM0722.and adjusted by the National Geodetic Survey in March 1999.
 RM0722
 RM0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0722.GEOID18 height accuracy estimate available here.
 RM0722
 RM0722.Click photographs - Photos may exist for this station.
 RM0722
 RM0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0722
 RM0722. The following values were computed from the NAD 83(1996) position.
 RM0722
 RM0722;                    North         East     Units Scale Factor Converg.
 RM0722;SPC WI N     -   173,909.421   539,987.911   MT  0.99999327   -0 33 58.9
 RM0722;SPC WI N     -   570,567.83  1,771,610.34   sFT  0.99999327   -0 33 58.9
 RM0722;UTM  15      - 5,177,393.802   669,236.873   MT  0.99995205   +1 36 47.1
 RM0722
 RM0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6923677393(NAD 83)
 RM0722
 RM0722                          SUPERSEDED SURVEY CONTROL
 RM0722
 RM0722  NAD 83(1991)-  46 43 43.16560(N)    090 47 06.37290(W) AD(       ) 3
 RM0722  NAD 83(1986)-  46 43 43.16099(N)    090 47 06.36729(W) AD(       ) 3
 RM0722  NAD 27      -  46 43 43.35900(N)    090 47 05.69700(W) AD(       ) 3
 RM0722
 RM0722.Superseded values are not recommended for survey control.
 RM0722
 RM0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0722.See file dsdata.pdf to determine how the superseded data were derived.
 RM0722
 RM0722_MARKER: 13 = LIGHTHOUSE
 RM0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0722+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 RM0722
 RM0722  HISTORY     - Date     Condition        Report By
 RM0722  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0722  HISTORY     - 20020617 GOOD             USPSQD
 RM0722  HISTORY     - 20031031 GOOD             USPSQD
 RM0722
 RM0722                          STATION DESCRIPTION
 RM0722
 RM0722'DESCRIBED BY US POWER SQUADRON 2002 (GG)
 RM0722'RECOVERED IN GOOD CONDITION.
 RM0722
 RM0722                          STATION RECOVERY (2003)
 RM0722
 RM0722'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 RM0722'RECOVERED AS DESCRIBED AND IN GOOD CONDITION. SPSPS JRD AND ATD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0427 ***********************************************************************
 PM0427  DESIGNATION -  CHERRYLAND
 PM0427  PID         -  PM0427
 PM0427  STATE/COUNTY-  WI/DOOR
 PM0427  COUNTRY     -  US
 PM0427  USGS QUAD   -  STURGEON BAY WEST (2018)
 PM0427
 PM0427                         *CURRENT SURVEY CONTROL
 PM0427  ______________________________________________________________________
 PM0427* NAD 83(1991) POSITION- 44 50 08.63980(N) 087 25 38.97834(W)   ADJUSTED
 PM0427* NAVD 88 ORTHO HEIGHT -   219.64  (+/-2cm)      720.6   (feet) VERTCON3
 PM0427  ______________________________________________________________________
 PM0427  GEOID HEIGHT    -        -36.738 (meters)                     GEOID18
 PM0427  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 PM0427  HORZ ORDER      -  THIRD
 PM0427  VERT ORDER      -  THIRD ? (See Below)
 PM0427
 PM0427.This mark is at Door Co Cherryland Airport (SUE)
 PM0427
 PM0427.The horizontal coordinates were established by classical geodetic methods
 PM0427.and adjusted by the National Geodetic Survey in November 1991.
 PM0427
 PM0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0427
 PM0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0427.GEOID18 height accuracy estimate available here.
 PM0427
 PM0427.The vertical order pertains to the NGVD 29 superseded value.
 PM0427
 PM0427.Click photographs - Photos may exist for this station.
 PM0427
 PM0427.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0427
 PM0427. The following values were computed from the NAD 83(1991) position.
 PM0427
 PM0427;                    North         East     Units Scale Factor Converg.
 PM0427;SPC WI C     -   114,606.740   803,366.658   MT  0.99994095   +1 48 54.4
 PM0427;SPC WI C     -   376,005.61  2,635,712.11   sFT  0.99994095   +1 48 54.4
 PM0427;UTM  16      - 4,964,791.591   466,210.799   MT  0.99961404   -0 18 05.1
 PM0427
 PM0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0427!SPC WI C     -   0.99997132  x   0.99994095  =   0.99991228
 PM0427!UTM  16      -   0.99997132  x   0.99961404  =   0.99958538
 PM0427
 PM0427:                Primary Azimuth Mark                     Grid Az
 PM0427:SPC WI C     -  STURGEON BAY RADIO WOKW MAST             093 53 25.2
 PM0427:UTM  16      -  STURGEON BAY RADIO WOKW MAST             096 00 24.7
 PM0427
 PM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6621064791(NAD 83)
 PM0427
 PM0427|---------------------------------------------------------------------|
 PM0427| PID    Reference Object                     Distance      Geod. Az  |
 PM0427|                                                           dddmmss.s |
 PM0427| PM0426 CHERRYLAND 2                         10.498 METERS 05248     |
 PM0427| PM0428 CHERRYLAND AZ MK                    234.858 METERS 09120     |
 PM0427| PM0419 STURGEON BAY RADIO WOKW MAST        APPROX. 5.6 KM 0954219.6 |
 PM0427| PM0417 STURGEON BAY RADIO WDOR MAST        APPROX. 5.6 KM 0994711.1 |
 PM0427| AJ5058 CHERRYLAND RM 1                      22.218 METERS 10238     |
 PM0427| AJ5059 CHERRYLAND RM 2                      23.127 METERS 34928     |
 PM0427|---------------------------------------------------------------------|
 PM0427
 PM0427                          SUPERSEDED SURVEY CONTROL
 PM0427
 PM0427  NAD 83(1986)-  44 50 08.63445(N)    087 25 38.96870(W) AD(       ) 3
 PM0427  NAD 27      -  44 50 08.64300(N)    087 25 38.61800(W) AD(       ) 3
 PM0427  NGVD 29             219.66   (m)          720.7    (f) LEVELING    3  
 PM0427
 PM0427.Superseded values are not recommended for survey control.
 PM0427
 PM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0427.See file dsdata.pdf to determine how the superseded data were derived.
 PM0427
 PM0427_MARKER: DS = TRIANGULATION STATION DISK
 PM0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0427_STAMPING: CHERRYLAND 1953
 PM0427_MARK LOGO: CGS
 PM0427_PROJECTION: FLUSH
 PM0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0427+STABILITY: SURFACE MOTION
 PM0427
 PM0427  HISTORY     - Date     Condition        Report By
 PM0427  HISTORY     - 1953     MONUMENTED       CGS
 PM0427  HISTORY     - 1964     SEE DESCRIPTION  CGS
 PM0427  HISTORY     - 1967     SEE DESCRIPTION  CGS
 PM0427  HISTORY     - 20010331 GOOD             NGS
 PM0427  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 PM0427
 PM0427                          STATION DESCRIPTION
 PM0427
 PM0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0427'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF STURGEON BAY AND AT
 PM0427'THE SOUTHWEST CORNER OF THE CHERRYLAND AIRPORT.  IT IS 71 FEET
 PM0427'NORTHEAST OF THE INTERSECTION OF COUNTY HIGHWAY C AND A PAVED
 PM0427'CROSSROAD, 50 FEET NORTH OF THE CENTER OF HIGHWAY C, 50 FEET NORTH
 PM0427'OF A PAVED ROAD AND 18 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 PM0427'MARK IS FLUSH AND THE DISK IS STAMPED CHERRYLAND 1953.
 PM0427'
 PM0427'REFERENCE MARK NO. 1 IS 79 FEET EAST OF A WHITE WITNESS POST AND 33
 PM0427'FEET NORTH OF THE CENTER OF HIGHWAY C.  THE MARK IS FLUSH AND THE
 PM0427'DISK IS STAMPED CHERRYLAND NO 1 1953.
 PM0427'
 PM0427'REFERENCE MARK NO. 2 IS 94 FEET NORTH OF A WHITE WITNESS POST AND 30
 PM0427'FEET EAST OF THE CENTER OF A PAVED ROAD.  THE MARK IS FLUSH AND THE
 PM0427'DISK IS STAMPED CHERRYLAND NO 2 1953.
 PM0427'
 PM0427'AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF HIGHWAY C AND 2 FEET
 PM0427'WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 PM0427'STAMPED CHERRYLAND 1953.
 PM0427'
 PM0427'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE BAY
 PM0427'AT STURGEON BAY GO SOUTH 0.15 MILE TO MAPLE STREET, TURN RIGHT ON
 PM0427'MAPLE STREET AND GO WEST 0.6 MILE TO A T ROAD, JUNCTION OF COUNTY
 PM0427'HIGHWAYS S AND C, TURN RIGHT ON HIGHWAY C AND GO NORTH FOR 0.45
 PM0427'MILE TO A CROSSROAD, TURN LEFT ON HIGHWAY C AND GO WEST FOR 1.35
 PM0427'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 PM0427'AHEAD ON HIGHWAY C FOR 0.15 MILE TO THE STATION ON THE RIGHT AS
 PM0427'DESCRIBED.
 PM0427'
 PM0427'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PM0427
 PM0427                          STATION RECOVERY (1964)
 PM0427
 PM0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 PM0427'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 PM0427'SOME ROAD IMPROVEMENT WAS PLANNED AT THE STATION SITE AND THE
 PM0427'STATION MARK WAS IN THE WAY OF CONSTRUCTION.  A NEW STATION WAS
 PM0427'ESTABLISHED IN THE IMMEDIATE AREA.  FOR DETAILS SEE DESCRIPTION
 PM0427'FOR CHERRYLAND 2.  THE ORIGINAL REFERENCE MARKS WERE USED FOR THE NEW
 PM0427'STATION BUT THEY WERE RESTAMPED.  THE 1953 AZIMUTH MARK WAS USED
 PM0427'FOR THE AZIMUTH MARK FOR CHERRYLAND 2.
 PM0427
 PM0427                          STATION RECOVERY (1967)
 PM0427
 PM0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PM0427'THE STEM OF THE SURFACE MARK WAS FOUND INTACT WITH THE DISK REMOVED
 PM0427'FROM THE STATION MARK.  THE UNDERGROUND MARK WAS FOUND PLUMB WITH
 PM0427'THE STEM AND IN GOOD CONDITION.  THIS MARK WILL BE LOST WHEN THE
 PM0427'PROPOSED DRIVE TO THE AIRPORT IS BUILT.  THE MARK WAS LEFT
 PM0427'INTACT WITH THE CONCRETE MONUMENT ON TOP OF THE UNDERGROUND MARK.
 PM0427'
 PM0427'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES WEST OF
 PM0427'STURGEON BAY.
 PM0427
 PM0427                          STATION RECOVERY (2001)
 PM0427
 PM0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0427'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0427
 PM0427                          STATION RECOVERY (2003)
 PM0427
 PM0427'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0427'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0426 ***********************************************************************
 PM0426  DESIGNATION -  CHERRYLAND 2
 PM0426  PID         -  PM0426
 PM0426  STATE/COUNTY-  WI/DOOR
 PM0426  COUNTRY     -  US
 PM0426  USGS QUAD   -  STURGEON BAY WEST (2018)
 PM0426
 PM0426                         *CURRENT SURVEY CONTROL
 PM0426  ______________________________________________________________________
 PM0426* NAD 83(1991) POSITION- 44 50 08.84538(N) 087 25 38.59760(W)   NO CHECK
 PM0426* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 PM0426  ______________________________________________________________________
 PM0426  GEOID HEIGHT    -        -36.738 (meters)                     GEOID18
 PM0426  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 PM0426  HORZ ORDER      -  THIRD
 PM0426
 PM0426.This mark is at Door Co Cherryland Airport (SUE)
 PM0426
 PM0426.The horizontal coordinates were established by classical geodetic methods
 PM0426.and adjusted by the National Geodetic Survey in November 1991.
 PM0426
 PM0426.No horizontal observational check was made to the station.
 PM0426
 PM0426.The orthometric height was scaled from a topographic map.
 PM0426
 PM0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0426.GEOID18 height accuracy estimate available here.
 PM0426
 PM0426.Click photographs - Photos may exist for this station.
 PM0426
 PM0426.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0426
 PM0426. The following values were computed from the NAD 83(1991) position.
 PM0426
 PM0426;                    North         East     Units Scale Factor Converg.
 PM0426;SPC WI C     -   114,613.348   803,374.815   MT  0.99994095   +1 48 54.6
 PM0426;SPC WI C     -   376,027.29  2,635,738.87   sFT  0.99994095   +1 48 54.6
 PM0426;UTM  16      - 4,964,797.891   466,219.192   MT  0.99961403   -0 18 04.8
 PM0426
 PM0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0426!SPC WI C     -   0.99997143  x   0.99994095  =   0.99991238
 PM0426!UTM  16      -   0.99997143  x   0.99961403  =   0.99958547
 PM0426
 PM0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6621964797(NAD 83)
 PM0426
 PM0426|---------------------------------------------------------------------|
 PM0426| PID    Reference Object                     Distance      Geod. Az  |
 PM0426|                                                           dddmmss.s |
 PM0426| PM0428 CHERRYLAND AZ MK                    226.738 METERS 09259     |
 PM0426| AJ5056 CHERRYLAND 2 RM 3                    17.398 METERS 13005     |
 PM0426| PM0427 CHERRYLAND                           10.498 METERS 23248     |
 PM0426| AJ5057 CHERRYLAND 2 RM 4                    20.644 METERS 32226     |
 PM0426|---------------------------------------------------------------------|
 PM0426
 PM0426                          SUPERSEDED SURVEY CONTROL
 PM0426
 PM0426  NAD 83(1986)-  44 50 08.84003(N)    087 25 38.58796(W) AD(       ) 3
 PM0426  NAD 27      -  44 50 08.84900(N)    087 25 38.23700(W) AD(       ) 3
 PM0426
 PM0426.Superseded values are not recommended for survey control.
 PM0426
 PM0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0426.See file dsdata.pdf to determine how the superseded data were derived.
 PM0426
 PM0426_MARKER: DS = TRIANGULATION STATION DISK
 PM0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0426_STAMPING: CHERRYLAND 2 1964
 PM0426_MARK LOGO: CGS
 PM0426_PROJECTION: FLUSH
 PM0426_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0426+STABILITY: SURFACE MOTION
 PM0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0426+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 PM0426
 PM0426  HISTORY     - Date     Condition        Report By
 PM0426  HISTORY     - 1964     MONUMENTED       CGS
 PM0426  HISTORY     - 1967     GOOD             CGS
 PM0426  HISTORY     - 19830530 GOOD             NGS
 PM0426  HISTORY     - 1988     GOOD             USPSQD
 PM0426  HISTORY     - 19890120 GOOD             USPSQD
 PM0426  HISTORY     - 20010331 GOOD             NGS
 PM0426  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 PM0426  HISTORY     - 20050728 GOOD             WIDT
 PM0426
 PM0426                          STATION DESCRIPTION
 PM0426
 PM0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WGT)
 PM0426'THE STATION IS ABOUT 2.5 MILES WEST OF STURGEON BAY AND AT THE
 PM0426'SOUTHWEST CORNER OF THE CHERRYLAND AIRPORT.  IT IS 77.5 FEET EAST OF
 PM0426'THE CENTERLINE OF THE NORTHSOUTH ROAD, 69.5 FEET NORTH OF THE
 PM0426'CENTERLINE OF THE EAST-WEST ROAD AND 2.5 FEET SOUTHEAST OF A METAL
 PM0426'WITNESS POST.  THE STATION MARK IS FLUSH WITH THE GROUND AND THE
 PM0426'DISK IS STAMPED CHERRYLAND 2 1964.
 PM0426'
 PM0426'R.M. NO. 3 IS SOUTHEAST OF THE STATION AND IS 33 FEET NORTH OF THE
 PM0426'CENTERLINE OF COUNTY ROUTE C.  THE MARK IS FLUSH WITH THE GROUND AND
 PM0426'THE DISK WAS RESTAMPED CHERRYLAND 2 NO 3 1964.
 PM0426'
 PM0426'R.M. NO. 4 IS NORTHWEST OF THE STATION AND IS 30 FEET EAST OF
 PM0426'CENTERLINE OF SURFACED ROAD.  THE MARK IS FLUSH WITH THE GROUND AND
 PM0426'THE DISK WAS RESTAMPED CHERRYLAND 2 NO 4 1964.
 PM0426'
 PM0426'THE AZIMUTH MARK IS ABOUT 0.15 MILE EAST OF THE STATION, 36 FEET
 PM0426'NORTH OF THE CENTERLINE OF COUNTY ROUTE C AND 2 FEET WEST OF A WHITE
 PM0426'WOODEN WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 PM0426'THE DISK IS STAMPED CHERRYLAND 1953.
 PM0426'
 PM0426'TO REACH THE STATION FROM STURGEON BAY, FROM THE SOUTH END OF THE
 PM0426'BRIDGE OVER THE BAY, GO SOUTH 0.15 MILE TO MAPLE STREET, TURN RIGHT
 PM0426'ON MAPLE STREET AND GO 0.6 MILE TO A T-INTERSECTION AND JUNCTION WITH
 PM0426'COUNTY ROUTES S AND C, TURN RIGHT ON COUNTY ROUTE C AND GO NORTH
 PM0426'FOR 0.45 MILE TO CROSSROAD, TURN LEFT ON HIGHWAY C AND GO WEST FOR
 PM0426'1.35 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 0.15
 PM0426'MILE TO CROSSROADS AND STATION IN NORTHEAST ANGLE AS DESCRIBED.
 PM0426
 PM0426                          STATION RECOVERY (1967)
 PM0426
 PM0426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PM0426'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 PM0426'CONDITION.  CHERRYLAND 1953 STATION MARK WAS REPORTED DESTROYED BUT
 PM0426'THE TOP DISK HAD BEEN CHISELED OFF AND THE REST OF THE MARK WAS
 PM0426'FOUND INTACT.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED.  THE
 PM0426'PREVIOUS DESCRIPTION IS GOOD.
 PM0426'
 PM0426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES WEST OF
 PM0426'STURGEON BAY.
 PM0426
 PM0426                          STATION RECOVERY (1983)
 PM0426
 PM0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 PM0426'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 PM0426'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CONSTRUCTION ON COUNTY ROUTE
 PM0426'C REFERENCE MARK 3 AND THE AZIMUTH MARK WAS DESTROYED.  A NEW
 PM0426'REFERENCE MARK 5 AND AZIMUTH MARK 2 WERE ESTABLISHED AT THIS TIME. THE
 PM0426'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED THE 1967 DATA.
 PM0426'THE DESCRIPTION TO REACH FOR THIS STATION IS STILL ADEQUATE. RECOVERED
 PM0426'BY RONALD L RAMSEY.  NOTE- THE STATION IS LOCATED JUST NORTH OF A
 PM0426'WOODEN SIGN READING--WELCOME TO DOOR COUNTY CHERRYLAND AIRPORT--.  IN
 PM0426'ORDER TO SET UP OVER THE STATION PERMISSION WAS GIVEN TO TAKE DOWN
 PM0426'PART OF THIS SIGN.
 PM0426'
 PM0426'THE STATION IS A STANDARD NGS DISK STAMPED-- CHERRYLAND 2 1964--, SET
 PM0426'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (30 CM) IN
 PM0426'DIAMETER, FLUSH WITH THE GROUND.  LOCATED 75.0 FT (22.9 M) E FROM THE
 PM0426'CENTER OF PARK, 48.0 FT (14.6 M) N FROM THE CENTER OF COUNTY ROUTE C,
 PM0426'33.6 FT (10.2 M) WNW FROM A UTILITY POLE, AND 2.4 FT (0.7 M) SE FROM A
 PM0426'WITNESS POST.
 PM0426'
 PM0426'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--CHERRYLAND 2 NO 4
 PM0426'1964--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 PM0426'(35 CM) IN DIAMETER, FLUSH WITH THE GROUND.  LOCATED 38.0 FT (11.6 M)
 PM0426'E FROM THE CENTER OF PARK, 98.0 FT (29.9 M) N FROM THE CENTER OF
 PM0426'COUNTY ROUTE C, 3.0 FT (0.9 M) W FROM A WITNESS POST AND LEVEL WITH
 PM0426'THE GROUND.
 PM0426'
 PM0426'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--CHERRYLAND 2 1964
 PM0426'NO 5 1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 PM0426'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 43.0 FT (13.1 M) N
 PM0426'FROM THE CENTER OF COUNTY ROUTE C, 8.0 FT (2.4 M) WNW FROM THE UTILITY
 PM0426'POLE, 2.6 FT (0.8 M) N FROM A WITNESS POST, AND LEVEL WITH THE GROUND.
 PM0426'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--CHERRYLAND 2 1964 NO
 PM0426'2 1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES OR
 PM0426'(30 CM) IN DIAMETER FLUSH WITH GROUND LOCATED 7.6 FT (2.3 M) WNW FROM
 PM0426'A UTILITY POLE, 39.0 FT (11.9 M) N FROM THE CENTER OF COUNTY ROUTE C,
 PM0426'AND 1.0 FT (0.3 M) S FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK
 PM0426'FROM THE STATION GO EAST ON COUNTY ROUTE C FOR 0.25 MI (0.40 KM) TO
 PM0426'THE MARK ON LEFT AS DESCRIBED.
 PM0426
 PM0426                          STATION RECOVERY (1988)
 PM0426
 PM0426'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEG)
 PM0426'RECOVERED IN GOOD CONDITION.
 PM0426
 PM0426                          STATION RECOVERY (1989)
 PM0426
 PM0426'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0426'RECOVERED IN GOOD CONDITION.
 PM0426
 PM0426                          STATION RECOVERY (2001)
 PM0426
 PM0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0426'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0426
 PM0426                          STATION RECOVERY (2003)
 PM0426
 PM0426'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0426'STATION NOT RECOVERED.  IT IS AT THE JUNCTION OF COUNTY ROADS C AND
 PM0426'PD.  IT MAY BE UNDERGROUND SINCE THE INTERSECTION WAS RECONSTRUCTED.
 PM0426'REFERENCE MARK 4 WAS NOT FOUND.
 PM0426'REFERENCE MARK 5 WAS RECOVERED IN GOOD CONDITION.  ITS ORANGE
 PM0426'FIBERGLASS WITNESS POST IS DESTROYED BY AN AUTO ACCIDENT.
 PM0426'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE
 PM0426'SOUTHEAST CORNER OF THE AIRPORT PROPERTY, ABOUT 0.2 MILE EAST OF
 PM0426'COUNTY HIGHWAY PD ON COUNTY HIGHWAY C, 8 FEET WEST OF POWERPOLE NUMBER
 PM0426'-64Y5- WITH 4 GUY WIRES, 2.8 FEET NORTH OF THE EASTERNMOST GUYWIRE
 PM0426'ANCHOR, AND 1 FOOR SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 PM0426
 PM0426                          STATION RECOVERY (2005)
 PM0426
 PM0426'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0426'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 7.1 M
 PM0426'EAST-SOUTHEAST OF A SURVEY MONUMENT STAMPED WID0T 100.95, 1.5 M EAST
 PM0426'OF THE WEST CONCRETE BASE FOR THE OLD AIRPORT SIGN, 0.9 M WEST OF THE
 PM0426'EAST CONCRETE BASE FOR THE OLD AIRPORT SIGN, 0.3 M SOUTH OF AN ORANGE
 PM0426'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0428 ***********************************************************************
 PM0428  DESIGNATION -  CHERRYLAND AZ MK
 PM0428  PID         -  PM0428
 PM0428  STATE/COUNTY-  WI/DOOR
 PM0428  COUNTRY     -  US
 PM0428  USGS QUAD   -  STURGEON BAY WEST (2018)
 PM0428
 PM0428                         *CURRENT SURVEY CONTROL
 PM0428  ______________________________________________________________________
 PM0428* NAD 83(1991) POSITION- 44 50 08.46349(N) 087 25 28.28856(W)   ADJUSTED
 PM0428* NAVD 88 ORTHO HEIGHT -   220.    (meters)      722.    (feet) SCALED
 PM0428  ______________________________________________________________________
 PM0428  GEOID HEIGHT    -        -36.740 (meters)                     GEOID18
 PM0428  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 PM0428
 PM0428.This mark is at Door Co Cherryland Airport (SUE)
 PM0428
 PM0428.The horizontal coordinates were established by classical geodetic methods
 PM0428.and adjusted by the National Geodetic Survey in November 1991.
 PM0428
 PM0428.The horizontal coordinates are considered weak due to poor geometry
 PM0428.of the observations.
 PM0428
 PM0428.The orthometric height was scaled from a topographic map.
 PM0428
 PM0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0428.GEOID18 height accuracy estimate available here.
 PM0428
 PM0428.Click photographs - Photos may exist for this station.
 PM0428
 PM0428.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0428
 PM0428. The following values were computed from the NAD 83(1991) position.
 PM0428
 PM0428;                    North         East     Units Scale Factor Converg.
 PM0428;SPC WI C     -   114,608.742   803,601.493   MT  0.99994095   +1 49 01.9
 PM0428;SPC WI C     -   376,012.18  2,636,482.56   sFT  0.99994095   +1 49 01.9
 PM0428;UTM  16      - 4,964,784.920   466,445.471   MT  0.99961384   -0 17 57.6
 PM0428
 PM0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0428!SPC WI C     -   0.99997127  x   0.99994095  =   0.99991222
 PM0428!UTM  16      -   0.99997127  x   0.99961384  =   0.99958512
 PM0428
 PM0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6644564784(NAD 83)
 PM0428
 PM0428|---------------------------------------------------------------------|
 PM0428| PID    Reference Object                     Distance      Geod. Az  |
 PM0428|                                                           dddmmss.s |
 PM0428| PM0427 CHERRYLAND                          234.858 METERS 27120     |
 PM0428| PM0426 CHERRYLAND 2                        226.738 METERS 27259     |
 PM0428|---------------------------------------------------------------------|
 PM0428
 PM0428                          SUPERSEDED SURVEY CONTROL
 PM0428
 PM0428  NAD 83(1986)-  44 50 08.45817(N)    087 25 28.27897(W) AD(       ) W
 PM0428  NAD 27      -  44 50 08.46652(N)    087 25 27.92848(W) AD(       ) W
 PM0428
 PM0428.Superseded values are not recommended for survey control.
 PM0428
 PM0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0428.See file dsdata.pdf to determine how the superseded data were derived.
 PM0428
 PM0428_MARKER: DZ = AZIMUTH MARK DISK
 PM0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0428_STAMPING: CHERRYLAND 1953
 PM0428_MARK LOGO: CGS
 PM0428_PROJECTION: FLUSH
 PM0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0428+STABILITY: SURFACE MOTION
 PM0428
 PM0428  HISTORY     - Date     Condition        Report By
 PM0428  HISTORY     - 1953     MONUMENTED       CGS
 PM0428
 PM0428                          STATION DESCRIPTION
 PM0428
 PM0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0428'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST OF LITTLE STURGEON
 PM0428'3.6 MI (5.8 KM) SOUTH OF IDLEWILD AND 2.3 MI (3.7 KM) WEST OF STURGEON
 PM0428'BAY.
 PM0428'
 PM0428'IT IS ABOUT 0.15 MI (0.24 KM) EAST OF STATION CHERRYLAND, 36 FT
 PM0428'(11.0 M) NORTH OF THE CENTERLINE OF COUNTY ROUTE C AND 2 FT (0.6 M)
 PM0428'WEST OF A WHITE WOODEN WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0400 ***********************************************************************
 QN0400  DESIGNATION -  CHESTER
 QN0400  PID         -  QN0400
 QN0400  STATE/COUNTY-  WI/PRICE
 QN0400  COUNTRY     -  US
 QN0400  USGS QUAD   -  PENNINGTON (2018)
 QN0400
 QN0400                         *CURRENT SURVEY CONTROL
 QN0400  ______________________________________________________________________
 QN0400* NAD 83(1991) POSITION- 45 32 27.97235(N) 090 27 01.78076(W)   ADJUSTED
 QN0400* NAVD 88 ORTHO HEIGHT -   452.914 (meters)     1485.94  (feet) ADJUSTED
 QN0400  ______________________________________________________________________
 QN0400  GEOID HEIGHT    -        -30.485 (meters)                     GEOID18
 QN0400  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 QN0400  DYNAMIC HEIGHT  -        452.898 (meters)     1485.88  (feet) COMP
 QN0400  MODELED GRAVITY -    980,566.6   (mgal)                       NAVD 88
 QN0400
 QN0400  HORZ ORDER      -  FIRST
 QN0400  VERT ORDER      -  FIRST     CLASS II
 QN0400
 QN0400.The horizontal coordinates were established by classical geodetic methods
 QN0400.and adjusted by the National Geodetic Survey in November 1991.
 QN0400
 QN0400.The orthometric height was determined by differential leveling and
 QN0400.adjusted by the NATIONAL GEODETIC SURVEY
 QN0400.in June 1991.
 QN0400
 QN0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0400.GEOID18 height accuracy estimate available here.
 QN0400
 QN0400.Click photographs - Photos may exist for this station.
 QN0400
 QN0400.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0400
 QN0400.The dynamic height is computed by dividing the NAVD 88
 QN0400.geopotential number by the normal gravity value computed on the
 QN0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0400.degrees latitude (g = 980.6199 gals.).
 QN0400
 QN0400.The modeled gravity was interpolated from observed gravity values.
 QN0400
 QN0400. The following values were computed from the NAD 83(1991) position.
 QN0400
 QN0400;                    North         East     Units Scale Factor Converg.
 QN0400;SPC WI N     -    41,716.155   564,815.860   MT  1.00000474   -0 19 29.9
 QN0400;SPC WI N     -   136,863.75  1,853,066.70   sFT  1.00000474   -0 19 29.9
 QN0400;UTM  15      - 5,046,224.770   699,038.560   MT  1.00008709   +1 49 13.1
 QN0400
 QN0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0400!SPC WI N     -   0.99993378  x   1.00000474  =   0.99993852
 QN0400!UTM  15      -   0.99993378  x   1.00008709  =   1.00002086
 QN0400
 QN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9903846224(NAD 83)
 QN0400
 QN0400|---------------------------------------------------------------------|
 QN0400| PID    Reference Object                     Distance      Geod. Az  |
 QN0400|                                                           dddmmss.s |
 QN0400| CI7808 CHESTER RM                           12.440 METERS 07102     |
 QN0400| QN0004 UNCLE                               319.399 METERS 28344     |
 QN0400|---------------------------------------------------------------------|
 QN0400
 QN0400                          SUPERSEDED SURVEY CONTROL
 QN0400
 QN0400  NAD 83(1986)-  45 32 27.96804(N)    090 27 01.77497(W) AD(       ) 1
 QN0400  NAD 27      -  45 32 28.09000(N)    090 27 01.24100(W) AD(       ) 1
 QN0400  USSD        -  45 32 28.36200(N)    090 27 01.01800(W) AD(       ) 3
 QN0400
 QN0400.Superseded values are not recommended for survey control.
 QN0400
 QN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0400.See file dsdata.pdf to determine how the superseded data were derived.
 QN0400
 QN0400_MARKER: DS = TRIANGULATION STATION DISK
 QN0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0400_STAMPING: CHESTER 1921
 QN0400_MARK LOGO: CGS
 QN0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0400+STABILITY: SURFACE MOTION
 QN0400
 QN0400  HISTORY     - Date     Condition        Report By
 QN0400  HISTORY     - 1921     MONUMENTED       CGS
 QN0400  HISTORY     - 1935     POOR             WIGS
 QN0400  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QN0400
 QN0400                          STATION DESCRIPTION
 QN0400
 QN0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0400'STATION IS ABOUT 2-1/4 MILES W OF PENNINGTON, ON THE N SIDE
 QN0400'OF TRACK ON THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0400'RAILWAY ON THE EXTENSION OF THE S RAIL FROM THE E AT THE SECOND
 QN0400'CURVE W OF PENNINGTON.  IT IS ABOUT 75 METERS W OF POINT OF
 QN0400'TANGENCY, AND 2.195 METERS (7.2015 FEET) N OF N RAIL.  REFERENCE
 QN0400'MARK IS ON THE SAME SIDE OF TRACK.
 QN0400'
 QN0400'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0400'DISKS SET IN CONCRETE.
 QN0400
 QN0400                          STATION RECOVERY (1935)
 QN0400
 QN0400'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QN0400'MONUMENT PULLED OUT.  IT LIES ABOUT 25 FEET NE OF ITS TRUE
 QN0400'POSITION.  TOP OF REFERENCE MARK BROKEN OFF AND DISK GONE.
 QN0400'LEFT A PILE OF STONES 13 FEET N OF TRACK WHERE MONUMENT SHOULD
 QN0400'BE.  SUBSURFACE MARK SHOULD BE IN GOOD CONDITION.
 QN0400
 QN0400                          STATION RECOVERY (1952)
 QN0400
 QN0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0400'STATION MARK WAS RECOVERED DESTROYED AS REPORTED IN 1935.  NO
 QN0400'ATTEMPT WAS MADE TO RECOVER THE SUBSURFACE MARK OR THE REFERENCE
 QN0400'MARK.  THERE IS A PRIVATE WOODS ROAD CROSSING AT THE STATION
 QN0400'LOCATION NOW.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0935 ***********************************************************************
 OM0935  DESIGNATION -  CHESTER
 OM0935  PID         -  OM0935
 OM0935  STATE/COUNTY-  WI/DODGE
 OM0935  COUNTRY     -  US
 OM0935  USGS QUAD   -  WAUPUN SOUTH (2018)
 OM0935
 OM0935                         *CURRENT SURVEY CONTROL
 OM0935  ______________________________________________________________________
 OM0935* NAD 83(1991) POSITION- 43 33 51.50345(N) 088 42 35.71727(W)   ADJUSTED
 OM0935* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 OM0935  ______________________________________________________________________
 OM0935  GEOID HEIGHT    -        -35.385 (meters)                     GEOID18
 OM0935  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 OM0935  HORZ ORDER      -  THIRD
 OM0935
 OM0935.The horizontal coordinates were established by classical geodetic methods
 OM0935.and adjusted by the National Geodetic Survey in November 1991.
 OM0935
 OM0935.The orthometric height was scaled from a topographic map.
 OM0935
 OM0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0935.GEOID18 height accuracy estimate available here.
 OM0935
 OM0935.Click photographs - Photos may exist for this station.
 OM0935
 OM0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0935
 OM0935. The following values were computed from the NAD 83(1991) position.
 OM0935
 OM0935;                    North         East     Units Scale Factor Converg.
 OM0935;SPC WI S     -   174,586.309   704,215.699   MT  0.99993659   +0 53 11.1
 OM0935;SPC WI S     -   572,788.58  2,310,414.34   sFT  0.99993659   +0 53 11.1
 OM0935;UTM  16      - 4,824,903.486   361,908.288   MT  0.99983456   -1 10 43.0
 OM0935
 OM0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0935!SPC WI S     -   0.99996211  x   0.99993659  =   0.99989870
 OM0935!UTM  16      -   0.99996211  x   0.99983456  =   0.99979667
 OM0935
 OM0935:                Primary Azimuth Mark                     Grid Az
 OM0935:SPC WI S     -  CHESTER AZ MK                            200 01 04.7
 OM0935:UTM  16      -  CHESTER AZ MK                            202 04 58.8
 OM0935
 OM0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6190824903(NAD 83)
 OM0935
 OM0935|---------------------------------------------------------------------|
 OM0935| PID    Reference Object                     Distance      Geod. Az  |
 OM0935|                                                           dddmmss.s |
 OM0935| CI8373 CHESTER RM 1                          8.770 METERS 00036     |
 OM0935| CI8372 CHESTER AZ MK                                      2005415.8 |
 OM0935| CI8374 CHESTER RM 2                         18.628 METERS 26849     |
 OM0935|---------------------------------------------------------------------|
 OM0935
 OM0935                          SUPERSEDED SURVEY CONTROL
 OM0935
 OM0935  NAD 83(1986)-  43 33 51.49590(N)    088 42 35.72261(W) AD(       ) 3
 OM0935  NAD 27      -  43 33 51.53450(N)    088 42 35.33420(W) AD(       ) 3
 OM0935
 OM0935.Superseded values are not recommended for survey control.
 OM0935
 OM0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0935.See file dsdata.pdf to determine how the superseded data were derived.
 OM0935
 OM0935_MARKER: DS = TRIANGULATION STATION DISK
 OM0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0935_STAMPING: CHESTER 1958
 OM0935_MARK LOGO: CGS
 OM0935_PROJECTION: FLUSH
 OM0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0935+STABILITY: SURFACE MOTION
 OM0935
 OM0935  HISTORY     - Date     Condition        Report By
 OM0935  HISTORY     - 1958     MONUMENTED       CGS
 OM0935  HISTORY     - 20030813 MARK NOT FOUND   USPSQD
 OM0935
 OM0935                          STATION DESCRIPTION
 OM0935
 OM0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0935'THE STATION IS ABOUT 6 MILES SOUTH OF WAUPUN AND ABOUT 9
 OM0935'MILES NORTHEAST OF BEAVER DAM.  IT IS IN THE CENTER OF THE
 OM0935'SOUTHEAST 1/4 SEC. 28, T 13 N, R 15 E, IN CHESTER TOWNSHIP.
 OM0935'IT IS 30 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 26,
 OM0935'3 FEET NORTHWEST OF A WHITE WITNESS POST, 2 FEET WEST OF A
 OM0935'FENCE AND 40 FEET NORTH OF A 24 INCH MAPLE TREE.  THE MONUMENT
 OM0935'IS FLUSH AND THE DISK IS STAMPED CHESTER 1958.
 OM0935'
 OM0935'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OM0935'26 AND 33, 7 MILES EAST OF BEAVER DAM, GO NORTH ON STATE HIGHWAY
 OM0935'26 FOR 4.25 MILES TO THE EVANGELISCHE LUTHERISCHE ZIONS KIRCHE
 OM0935'IN BURNETT.  CONTINUE AHEAD ON STATE HIGHWAY 26 FOR 4.1 MILE
 OM0935'TO A SIDE ROAD LEFT, COUNTY ROAD C.  CONTINUE NORTH ON STATE
 OM0935'HIGHWAY 26 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 OM0935'
 OM0935'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 OM0935'HIGHWAY 26 FOR 0.25 MILE TO A SIDE ROAD RIGHT, COUNTY ROAD
 OM0935'C.  TURN RIGHT AND GO WEST ON COUNTY ROAD C FOR 0.05 MILE TO THE
 OM0935'AZIMUTH MARK ON THE RIGHT.
 OM0935'
 OM0935'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE, 68 FEET NORTH
 OM0935'OF A 24 INCH MAPLE TREE AND 31 FEET EAST OF THE CENTERLINE
 OM0935'OF STATE HIGHWAY 26.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0935'STAMPED CHESTER NO 1 1958.
 OM0935'
 OM0935'REFERENCE MARK 2 IS 31 FEET WEST OF THE CENTERLINE OF STATE
 OM0935'HIGHWAY 26, 43 FEET NORTH OF A POWER POLE AND 73 FEET NORTHWEST
 OM0935'OF A 24 INCH MAPLE TREE.  THE MONUMENT IS FLUSH AND THE DISK
 OM0935'IS STAMPED CHESTER NO 2 1958.
 OM0935'
 OM0935'THE AZIMUTH MARK IS 2 FEET EAST OF A WHITE WITNESS POST,
 OM0935'19 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD C AND 43 FEET
 OM0935'NORTHEAST OF A 24 INCH MAPLE TREE.  THE MONUMENT IS FLUSH
 OM0935'AND THE DISK IS STAMPED CHESTER 1958.
 OM0935'
 OM0935'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0935
 OM0935                          STATION RECOVERY (2003)
 OM0935
 OM0935'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0935'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1340 ***********************************************************************
 OM1340  DESIGNATION -  CHESTER N GPS
 OM1340  PID         -  OM1340
 OM1340  STATE/COUNTY-  WI/DODGE
 OM1340  COUNTRY     -  US
 OM1340  USGS QUAD   -  WAUPUN NORTH (2018)
 OM1340
 OM1340                         *CURRENT SURVEY CONTROL
 OM1340  ______________________________________________________________________
 OM1340* NAD 83(2011) POSITION- 43 37 58.85638(N) 088 40 16.15491(W)   ADJUSTED
 OM1340* NAD 83(2011) ELLIP HT-   232.065 (meters)        (06/27/12)   ADJUSTED
 OM1340* NAD 83(2011) EPOCH   -  2010.00
 OM1340* NAVD 88 ORTHO HEIGHT -   267.604 (meters)      877.96  (feet) ADJUSTED
 OM1340  ______________________________________________________________________
 OM1340  GEOID HEIGHT    -        -35.544 (meters)                     GEOID18
 OM1340  NAD 83(2011) X  -    107,230.695 (meters)                     COMP
 OM1340  NAD 83(2011) Y  - -4,622,631.440 (meters)                     COMP
 OM1340  NAD 83(2011) Z  -  4,378,830.056 (meters)                     COMP
 OM1340  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 OM1340  DYNAMIC HEIGHT  -        267.544 (meters)      877.77  (feet) COMP
 OM1340  MODELED GRAVITY -    980,386.7   (mgal)                       NAVD 88
 OM1340  OBS GRAVITY     -    980,384.9   (mgal)                       GRAV_OBS
 OM1340
 OM1340  VERT ORDER      -  SECOND    CLASS I
 OM1340
 OM1340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1340  Standards:
 OM1340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1340  -------------------------------------------------------------------
 OM1340  NETWORK    0.30   0.41           0.14   0.10   0.21     -0.05655211
 OM1340  -------------------------------------------------------------------
 OM1340  Click here for local accuracies and other accuracy information.
 OM1340
 OM1340.The horizontal coordinates were established by GPS observations
 OM1340.and adjusted by the National Geodetic Survey in June 2012.
 OM1340
 OM1340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1340.been affixed to the stable North American tectonic plate. See 
 OM1340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1340
 OM1340.The horizontal coordinates are valid at the epoch date displayed above
 OM1340.which is a decimal equivalence of Year/Month/Day.
 OM1340
 OM1340.The orthometric height was determined by differential leveling and
 OM1340.adjusted by the WI DEPT OF TRANSP
 OM1340.in May 2012.
 OM1340
 OM1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1340.GEOID18 height accuracy estimate available here.
 OM1340
 OM1340.Click photographs - Photos may exist for this station.
 OM1340
 OM1340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1340
 OM1340.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1340
 OM1340.The ellipsoidal height was determined by GPS observations
 OM1340.and is referenced to NAD 83.
 OM1340
 OM1340.The dynamic height is computed by dividing the NAVD 88
 OM1340.geopotential number by the normal gravity value computed on the
 OM1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1340.degrees latitude (g = 980.6199 gals.).
 OM1340
 OM1340.The modeled gravity was interpolated from observed gravity values.
 OM1340
 OM1340.The observed gravity was obtained from relative gravimeter ties
 OM1340.to the IGSN71 gravity network.
 OM1340
 OM1340. The following values were computed from the NAD 83(2011) position.
 OM1340
 OM1340;                    North         East     Units Scale Factor Converg.
 OM1340;SPC WI S     -   182,267.939   707,225.517   MT  0.99994071   +0 54 47.0
 OM1340;SPC WI S     -   597,990.73  2,320,289.05   sFT  0.99994071   +0 54 47.0
 OM1340;UTM  16      - 4,832,470.804   365,192.680   MT  0.99982353   -1 09 12.0
 OM1340
 OM1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1340!SPC WI S     -   0.99996361  x   0.99994071  =   0.99990432
 OM1340!UTM  16      -   0.99996361  x   0.99982353  =   0.99978715
 OM1340
 OM1340:                Primary Azimuth Mark                     Grid Az
 OM1340:SPC WI S     -  CHESTER N GPS AZ MK                      084 13 35.4
 OM1340:UTM  16      -  CHESTER N GPS AZ MK                      086 17 34.4
 OM1340
 OM1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6519232470(NAD 83)
 OM1340
 OM1340|---------------------------------------------------------------------|
 OM1340| PID    Reference Object                     Distance      Geod. Az  |
 OM1340|                                                           dddmmss.s |
 OM1340| AI5991 CHESTER N GPS AZ MK                 469.251 METERS 0850822.4 |
 OM1340|---------------------------------------------------------------------|
 OM1340
 OM1340                          SUPERSEDED SURVEY CONTROL
 OM1340
 OM1340  NAD 83(2007)-  43 37 58.85641(N)    088 40 16.15575(W) AD(2002.00) 0
 OM1340  ELLIP H (02/10/07)  232.100  (m)                       GP(2002.00)    
 OM1340  ELLIP H (11/17/00)  232.108  (m)                       GP(       ) 3 2
 OM1340  NAD 83(1997)-  43 37 58.85643(N)    088 40 16.15581(W) AD(       ) 1
 OM1340  ELLIP H (07/06/00)  232.108  (m)                       GP(       ) 2 1
 OM1340  NAVD 88             267.58   (m)          877.9    (f) LEVELING    3  
 OM1340  NAVD 88 (04/20/07)  267.577  (m)          877.88   (f) SUPERSEDED  2 1
 OM1340  NAVD 88 (10/20/00)  267.549  (m)          877.78   (f) SUPERSEDED  2 1
 OM1340  NAVD 88             267.56   (m)          877.8    (f) LEVELING    3  
 OM1340
 OM1340.Superseded values are not recommended for survey control.
 OM1340
 OM1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1340.See file dsdata.pdf to determine how the superseded data were derived.
 OM1340
 OM1340_MARKER: DD = SURVEY DISK
 OM1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1340_STAMPING: CHESTER N GPS 1992
 OM1340_MARK LOGO: WI-027
 OM1340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1340+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 OM1340
 OM1340  HISTORY     - Date     Condition        Report By
 OM1340  HISTORY     - 1992     MONUMENTED       WI-027
 OM1340  HISTORY     - 19931122 GOOD             WIDT
 OM1340  HISTORY     - 19990713 GOOD             WIDT
 OM1340  HISTORY     - 20030813 GOOD             USPSQD
 OM1340  HISTORY     - 20040615 GOOD             WIDT
 OM1340  HISTORY     - 20050705 GOOD             WIDT
 OM1340  HISTORY     - 20060927 GOOD             USPSQD
 OM1340
 OM1340                          STATION DESCRIPTION
 OM1340
 OM1340'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1340'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1340'DODGE COUNTY GRID REFERENCE A9, ABOUT 4.2 KM (2.60 MI) EAST OF
 OM1340'WAUPUN, ON THE DODGE-FOND DU LAC COUNTY LINE, IN THE NORTHWEST CORNER
 OM1340'OF THE NORTHEAST 1/4 OF SECTION 02, T13N, R15E, AT THE DEPARTMENT OF
 OM1340'NATURAL RESOURCES DRIVEWAY ON THE HIGHWAY RIGHT-OF-WAY.  CONTACT
 OM1340'DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION
 OM1340'COORDINATES.
 OM1340'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 49 AND
 OM1340'COUNTY TRUNK HIGHWAY I, GO EAST ON STATE HIGHWAY 49 FOR 2.33 KM
 OM1340'(1.45 MI) TO THE STATION ON THE LEFT.
 OM1340'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1340'FLUSH WITH THE GROUND.  IT IS 17.4 M (57.1 FT) SOUTH FROM THE CENTER
 OM1340'OF STATE HIGHWAY 49, 18.9 M (62.0 FT) EAST FROM THE DEPARTMENT OF
 OM1340'NATURAL RESOURCES DRIVEWAY SOUTH AND 0.4 M (1.3 FT) NORTH FROM A
 OM1340'WHITE PLASTIC T-POST.
 OM1340
 OM1340                          STATION RECOVERY (1999)
 OM1340
 OM1340'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1340'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) SOUTHWEST OF FOND DU
 OM1340'LAC AND 2.4 KM (1.50 MI) EAST OF WAUPUN.  OWNERSHIP--WISCONSIN
 OM1340'DEPARTMENT OF NATURAL RESOURCES.  TO REACH THE STATION FROM THE
 OM1340'JUNCTION OF STATE HIGHWAY 26 (WATERTOWN STREET) WITH STATE HIGHWAY 49
 OM1340'(MAIN STREET) IN THE CITY OF WAUPUN, GO EAST ON HIGHWAY 49 (MAIN
 OM1340'STREET) FOR 0.78 KM (0.50 MI) TO THE US HIGHWAY 151 BRIDGE OVER STATE
 OM1340'HIGHWAY 49, CONTINUE EAST ON STATE HIGHWAY 49 FOR 1.58 KM (1.00 MI) TO
 OM1340'THE ENTRANCE ROAD OF THE HORICON NATIONAL WILDLIFE REFUGE AUTO TOUR
 OM1340'AND TRAILS ON THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 49 FOR 19.6 M
 OM1340'(64.3 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE DODGE
 OM1340'COUNTY GEODETIC CONTROL STATION STAMPED --CHESTER N GPS 1992-- AND SET
 OM1340'IN THE TOP OF A 45 CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 OM1340'GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 OM1340'STATION IS 17.5 M (57.4 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 OM1340'49, 31.8 M (104.3 FT) EAST OF THE NORTHERN MOST WOOD POST FOR
 OM1340'--HORICON NATIONAL WILDLIFE REFUGE AUTO TOUR AND TRAILS-- SIGN, 19.6 M
 OM1340'(64.3 FT) EAST OF THE CENTERLINE OF HORICON NATIONAL WLDLIFE REFUGE
 OM1340'AUTO TOUR AND TRAILS ENTRANCE, 9.1 M (29.9 FT) NORTHEAST OF THE
 OM1340'NORTHEAST CORNER OF THE POWER PEDESTAL --203 883--, AND 0.5 M (1.6 FT)
 OM1340'NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO
 OM1340'VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE
 OM1340'HORIZON.
 OM1340
 OM1340                          STATION RECOVERY (2003)
 OM1340
 OM1340'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1340'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTHWEST, 1 M
 OM1340'NORTH OF TWO 4X4 ORANGE PLASTIC GUARD POSTS.  THERE IS NO WHITE
 OM1340'PLASTIC WITNESS POST PRESENT.  CORRECTION-- THE STATION IS ABOUT 2
 OM1340'MILES (NOT 1 MILE) EAST OF HIGHWAY 151 ON HIGHWAY 49.
 OM1340
 OM1340                          STATION RECOVERY (2004)
 OM1340
 OM1340'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1340'RECOVERED AS DESCRIBED.
 OM1340
 OM1340                          STATION RECOVERY (2005)
 OM1340
 OM1340'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM1340'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 OM1340'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE ORANGE PLASTIC GUARD POSTS.
 OM1340
 OM1340                          STATION RECOVERY (2006)
 OM1340
 OM1340'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5991 ***********************************************************************
 AI5991  DESIGNATION -  CHESTER N GPS AZ MK
 AI5991  PID         -  AI5991
 AI5991  STATE/COUNTY-  WI/FOND DU LAC
 AI5991  COUNTRY     -  US
 AI5991  USGS QUAD   -  WAUPUN NORTH (2018)
 AI5991
 AI5991                         *CURRENT SURVEY CONTROL
 AI5991  ______________________________________________________________________
 AI5991* NAD 83(2011) POSITION- 43 38 00.14412(N) 088 39 55.29663(W)   ADJUSTED
 AI5991* NAD 83(2011) ELLIP HT-   230.061 (meters)        (06/27/12)   ADJUSTED
 AI5991* NAD 83(2011) EPOCH   -  2010.00
 AI5991* NAVD 88 ORTHO HEIGHT -   265.603 (meters)      871.40  (feet) ADJUSTED
 AI5991  ______________________________________________________________________
 AI5991  GEOID HEIGHT    -        -35.543 (meters)                     GEOID18
 AI5991  NAD 83(2011) X  -    107,697.480 (meters)                     COMP
 AI5991  NAD 83(2011) Y  - -4,622,591.705 (meters)                     COMP
 AI5991  NAD 83(2011) Z  -  4,378,857.439 (meters)                     COMP
 AI5991  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 AI5991  DYNAMIC HEIGHT  -        265.543 (meters)      871.20  (feet) COMP
 AI5991  MODELED GRAVITY -    980,386.9   (mgal)                       NAVD 88
 AI5991
 AI5991  VERT ORDER      -  SECOND    CLASS I
 AI5991
 AI5991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5991  Standards:
 AI5991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5991  -------------------------------------------------------------------
 AI5991  NETWORK    0.52   0.61           0.24   0.17   0.31      0.08765406
 AI5991  -------------------------------------------------------------------
 AI5991  Click here for local accuracies and other accuracy information.
 AI5991
 AI5991.The horizontal coordinates were established by GPS observations
 AI5991.and adjusted by the National Geodetic Survey in June 2012.
 AI5991
 AI5991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5991.been affixed to the stable North American tectonic plate. See 
 AI5991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5991
 AI5991.The horizontal coordinates are valid at the epoch date displayed above
 AI5991.which is a decimal equivalence of Year/Month/Day.
 AI5991
 AI5991.The orthometric height was determined by differential leveling and
 AI5991.adjusted by the WI DEPT OF TRANSP
 AI5991.in May 2012.
 AI5991
 AI5991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5991.GEOID18 height accuracy estimate available here.
 AI5991
 AI5991.Click photographs - Photos may exist for this station.
 AI5991
 AI5991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5991
 AI5991.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5991
 AI5991.The ellipsoidal height was determined by GPS observations
 AI5991.and is referenced to NAD 83.
 AI5991
 AI5991.The dynamic height is computed by dividing the NAVD 88
 AI5991.geopotential number by the normal gravity value computed on the
 AI5991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5991.degrees latitude (g = 980.6199 gals.).
 AI5991
 AI5991.The modeled gravity was interpolated from observed gravity values.
 AI5991
 AI5991. The following values were computed from the NAD 83(2011) position.
 AI5991
 AI5991;                    North         East     Units Scale Factor Converg.
 AI5991;SPC WI S     -   182,315.141   707,692.361   MT  0.99994074   +0 55 01.3
 AI5991;SPC WI S     -   598,145.59  2,321,820.69   sFT  0.99994074   +0 55 01.3
 AI5991;UTM  16      - 4,832,501.138   365,660.866   MT  0.99982198   -1 08 57.6
 AI5991
 AI5991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5991!SPC WI S     -   0.99996393  x   0.99994074  =   0.99990467
 AI5991!UTM  16      -   0.99996393  x   0.99982198  =   0.99978591
 AI5991
 AI5991:                Primary Azimuth Mark                     Grid Az
 AI5991:SPC WI S     -  CHESTER N GPS                            264 13 35.5
 AI5991:UTM  16      -  CHESTER N GPS                            266 17 34.4
 AI5991
 AI5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6566032501(NAD 83)
 AI5991
 AI5991|---------------------------------------------------------------------|
 AI5991| PID    Reference Object                     Distance      Geod. Az  |
 AI5991|                                                           dddmmss.s |
 AI5991| OM1340 CHESTER N GPS                       469.251 METERS 2650836.8 |
 AI5991|---------------------------------------------------------------------|
 AI5991
 AI5991                          SUPERSEDED SURVEY CONTROL
 AI5991
 AI5991  NAD 83(2007)-  43 38 00.14415(N)    088 39 55.29747(W) AD(2002.00) 0
 AI5991  ELLIP H (02/10/07)  230.096  (m)                       GP(2002.00)    
 AI5991  ELLIP H (11/17/00)  230.103  (m)                       GP(       ) 3 2
 AI5991  NAD 83(1997)-  43 38 00.14416(N)    088 39 55.29753(W) AD(       ) 1
 AI5991  ELLIP H (07/06/00)  230.103  (m)                       GP(       ) 2 1
 AI5991  NAVD 88             265.58   (m)          871.3    (f) LEVELING    3  
 AI5991  NAVD 88 (04/20/07)  265.576  (m)          871.31   (f) SUPERSEDED  2 1
 AI5991  NAVD 88 (10/20/00)  265.548  (m)          871.22   (f) SUPERSEDED  2 1
 AI5991  NAVD 88 (07/06/00)  265.55   (m)  GEOID99  model used  GPS OBS        
 AI5991
 AI5991.Superseded values are not recommended for survey control.
 AI5991
 AI5991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5991.See file dsdata.pdf to determine how the superseded data were derived.
 AI5991
 AI5991_MARKER: DZ = AZIMUTH MARK DISK
 AI5991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5991_STAMPING: CHESTER N GPS AZ MK 1992
 AI5991_MARK LOGO: WI-039
 AI5991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5991+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AI5991
 AI5991  HISTORY     - Date     Condition        Report By
 AI5991  HISTORY     - 1992     MONUMENTED       WI-039
 AI5991  HISTORY     - 19990817 GOOD             WIDT
 AI5991  HISTORY     - 20030730 GOOD             USPSQD
 AI5991  HISTORY     - 20040728 GOOD             WIDT
 AI5991  HISTORY     - 20060927 GOOD             USPSQD
 AI5991
 AI5991                          STATION DESCRIPTION
 AI5991
 AI5991'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5991'THE STATION IS LOCATED ABOUT 23.3 KM (14.45 MI) SOUTHWEST OF FOND DU
 AI5991'LAC, AND 5.6 KM (3.45 MI) EAST OF WAUPUN.  OWNERSHIP--WISCONSIN
 AI5991'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI5991'OF US HIGHWAY 151 BRIDGE OVER STATE HIGHWAY 49 ABOUT 0.8 KM (0.50 MI)
 AI5991'EAST OF THE CITY OF WAUPUN, GO EAST ON STATE HIGHWAY 49 FOR 2.6 KM
 AI5991'(1.60 MI) TO BANNER ROAD ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY
 AI5991'49 FOR 1.0 KM (0.60 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI5991'BRONZE DODGE COUNTY GPS NETWORK CONTROL STATION DISK STAMPED --CHESTER
 AI5991'N GPS AZ MK 1992-- AND SET IN THE TOP OF A 45 CM (18-INCH) DIAMETER
 AI5991'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY
 AI5991'PAVEMENT.  THE STATION IS 21.8 M (71.5 FT) NORTH OF THE CENTERLINE OF
 AI5991'STATE HIGHWAY 49, 160.9 M (527.9 FT) EAST OF CENTERLINE OF PRIVATE
 AI5991'ENTRANCE --W10145--, 98 M (321.5 FT) WEST-NORTHWEST OF EXTENDED
 AI5991'CENTERLINE OF FIELD ENTRANCE, 59 M (193.6 FT) WEST OF A WOOD
 AI5991'RIGHT-OF-WAY POST, AND 0.5 M (1.6 FT) SOUTH OF A WHITE PLASTIC WITNESS
 AI5991'POST.
 AI5991
 AI5991                          STATION RECOVERY (2003)
 AI5991
 AI5991'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5991'RECOVERED IN GOOD CONDITION.
 AI5991
 AI5991                          STATION RECOVERY (2004)
 AI5991
 AI5991'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI5991'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS ADDED.  STATION IS IN
 AI5991'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI5991'TREES 10 M NORTH OF THE STATION EXTEND TO 45 DEGREES ABOVE THE HORIZON
 AI5991'AND MAY OBSTRUCT SATELLITES.
 AI5991
 AI5991                          STATION RECOVERY (2006)
 AI5991
 AI5991'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5991'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1342 ***********************************************************************
 OM1342  DESIGNATION -  CHESTER S GPS
 OM1342  PID         -  OM1342
 OM1342  STATE/COUNTY-  WI/DODGE
 OM1342  COUNTRY     -  US
 OM1342  USGS QUAD   -  WAUPUN SOUTH (2018)
 OM1342
 OM1342                         *CURRENT SURVEY CONTROL
 OM1342  ______________________________________________________________________
 OM1342* NAD 83(2011) POSITION- 43 33 38.58678(N) 088 42 54.97327(W)   ADJUSTED
 OM1342* NAD 83(2011) ELLIP HT-   237.780 (meters)        (06/27/12)   ADJUSTED
 OM1342* NAD 83(2011) EPOCH   -  2010.00
 OM1342* NAVD 88 ORTHO HEIGHT -   273.160 (meters)      896.19  (feet) ADJUSTED
 OM1342  ______________________________________________________________________
 OM1342  GEOID HEIGHT    -        -35.377 (meters)                     GEOID18
 OM1342  NAD 83(2011) X  -    103,795.650 (meters)                     COMP
 OM1342  NAD 83(2011) Y  - -4,628,254.653 (meters)                     COMP
 OM1342  NAD 83(2011) Z  -  4,373,016.551 (meters)                     COMP
 OM1342  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 OM1342  DYNAMIC HEIGHT  -        273.098 (meters)      895.99  (feet) COMP
 OM1342  MODELED GRAVITY -    980,382.9   (mgal)                       NAVD 88
 OM1342  OBS GRAVITY     -    980,384.4   (mgal)                       GRAV_OBS
 OM1342
 OM1342  VERT ORDER      -  SECOND    CLASS I
 OM1342
 OM1342  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1342  Standards:
 OM1342         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1342            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1342  -------------------------------------------------------------------
 OM1342  NETWORK    0.27   0.39           0.12   0.10   0.20      0.07393908
 OM1342  -------------------------------------------------------------------
 OM1342  Click here for local accuracies and other accuracy information.
 OM1342
 OM1342.The horizontal coordinates were established by GPS observations
 OM1342.and adjusted by the National Geodetic Survey in June 2012.
 OM1342
 OM1342.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1342.been affixed to the stable North American tectonic plate. See 
 OM1342.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1342
 OM1342.The horizontal coordinates are valid at the epoch date displayed above
 OM1342.which is a decimal equivalence of Year/Month/Day.
 OM1342
 OM1342.The orthometric height was determined by differential leveling and
 OM1342.adjusted by the WI DEPT OF TRANSP
 OM1342.in May 2012.
 OM1342
 OM1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1342.GEOID18 height accuracy estimate available here.
 OM1342
 OM1342.Click photographs - Photos may exist for this station.
 OM1342
 OM1342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1342
 OM1342.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1342
 OM1342.The ellipsoidal height was determined by GPS observations
 OM1342.and is referenced to NAD 83.
 OM1342
 OM1342.The dynamic height is computed by dividing the NAVD 88
 OM1342.geopotential number by the normal gravity value computed on the
 OM1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1342.degrees latitude (g = 980.6199 gals.).
 OM1342
 OM1342.The modeled gravity was interpolated from observed gravity values.
 OM1342
 OM1342.The observed gravity was obtained from relative gravimeter ties
 OM1342.to the IGSN71 gravity network.
 OM1342
 OM1342. The following values were computed from the NAD 83(2011) position.
 OM1342
 OM1342;                    North         East     Units Scale Factor Converg.
 OM1342;SPC WI S     -   174,181.075   703,789.778   MT  0.99993641   +0 52 57.9
 OM1342;SPC WI S     -   571,459.08  2,309,016.96   sFT  0.99993641   +0 52 57.9
 OM1342;UTM  16      - 4,824,513.902   361,468.086   MT  0.99983606   -1 10 56.0
 OM1342
 OM1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1342!SPC WI S     -   0.99996271  x   0.99993641  =   0.99989913
 OM1342!UTM  16      -   0.99996271  x   0.99983606  =   0.99979878
 OM1342
 OM1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6146824513(NAD 83)
 OM1342
 OM1342                          SUPERSEDED SURVEY CONTROL
 OM1342
 OM1342  NAD 83(2007)-  43 33 38.58682(N)    088 42 54.97412(W) AD(2002.00) 0
 OM1342  ELLIP H (02/10/07)  237.815  (m)                       GP(2002.00)    
 OM1342  ELLIP H (11/17/00)  237.825  (m)                       GP(       ) 3 2
 OM1342  NAD 83(1997)-  43 33 38.58693(N)    088 42 54.97410(W) AD(       ) 1
 OM1342  ELLIP H (07/06/00)  237.825  (m)                       GP(       ) 2 1
 OM1342  NAVD 88             273.13   (m)          896.1    (f) LEVELING    3  
 OM1342  NAVD 88 (04/20/07)  273.134  (m)          896.11   (f) SUPERSEDED  2 1
 OM1342  NAVD 88 (10/20/00)  273.119  (m)          896.06   (f) SUPERSEDED  2 1
 OM1342  NAVD 88             273.11   (m)          896.0    (f) LEVELING    3  
 OM1342
 OM1342.Superseded values are not recommended for survey control.
 OM1342
 OM1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1342.See file dsdata.pdf to determine how the superseded data were derived.
 OM1342
 OM1342_MARKER: DD = SURVEY DISK
 OM1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1342_STAMPING: CHESTER S GPS 1992
 OM1342_MARK LOGO: WI-027
 OM1342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1342+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 OM1342
 OM1342  HISTORY     - Date     Condition        Report By
 OM1342  HISTORY     - 1992     MONUMENTED       WI-027
 OM1342  HISTORY     - 19931122 GOOD             WIDT
 OM1342  HISTORY     - 19990713 GOOD             WIDT
 OM1342  HISTORY     - 20020730 GOOD             WIDT
 OM1342  HISTORY     - 20030813 GOOD             USPSQD
 OM1342  HISTORY     - 2004     GOOD             WIDT
 OM1342  HISTORY     - 20040614 GOOD             WIDT
 OM1342  HISTORY     - 20060918 GOOD             USPSQD
 OM1342
 OM1342                          STATION DESCRIPTION
 OM1342
 OM1342'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1342'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1342'DODGE COUNTY GRID REFERENCE C8, ABOUT 7.5 KM (4.65 MI) SOUTH OF
 OM1342'WAUPUN, IN THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF SECTION 28,
 OM1342'T13N, R15E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS
 OM1342'OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1342'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 26 AND
 OM1342'COUNTY TRUNK HIGHWAY C, GO WEST ON COUNTY TRUNK HIGHWAY C FOR 0.40 KM
 OM1342'(0.25 MI) TO THE STATION ON THE RIGHT.
 OM1342'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1342'FLUSH WITH THE GROUND.  IT IS 7.9 M (25.9 FT) NORTH FROM THE CENTER
 OM1342'OF COUNTY TRUNK HIGHWAY C, 9.4 M (30.8 FT) WEST FROM A FIELD ENTRANCE
 OM1342'NORTH AND 0.5 M (1.6 FT) SOUTH FROM A WHITE PLASTIC T-POST.
 OM1342
 OM1342                          STATION RECOVERY (1999)
 OM1342
 OM1342'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1342'THE STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) NORTHEAST OF BEAVER
 OM1342'DAM, AND 8.0 KM (4.95 MI) SOUTHEAST OF WAUPUN.  OWNERSHIP--DODGE
 OM1342'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26
 OM1342'(WATERTOWN STREET) WITH STATE HIGHWAY 49 (MAIN STREET) IN THE CITY OF
 OM1342'WAUPUN, GO SOUTH ON STATE HIGHWAY 26 FOR 3.4 KM (2.10 MI) TO STATE
 OM1342'HIGHWAY 151 BRIDGE OVER STATE HIGHWAY 26, CONTINUE SOUTH ON STATE
 OM1342'HIGHWAY 26 FOR 3.46 KM (2.15 MI) TO THE EAST JUNCTION OF COUNTY
 OM1342'HIGHWAY I CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 1.69 KM (1.05 MI) TO
 OM1342'COUNTY HIGHWAY C ON THE RIGHT, TURN RIGHT AND GO WEST ON COUNTY
 OM1342'HIGHWAY C FOR 0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT.  THE
 OM1342'STATION IS A BRONZE DODGE COUNTY GEODETIC SURVEY CONTROL STATION DISK
 OM1342'STAMPED --CHESTER S GPS 1992-- AND SET IN THE TOP OF A 45 CM (18-INCH)
 OM1342'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1.0 M (3.3 FT)
 OM1342'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 8.0 M (26.2 FT) NORTH OF
 OM1342'THE CENTERLINE OF COUNTY HIGHWAY C, 85 M (278.9 FT) EAST OF CENTERLINE
 OM1342'OF FIELD ENTRANCE, 39 M (128.0 FT) NORTHWEST OF WOOD SIGN POST FOR
 OM1342'--END COUNTY C JUNCTION 26--, 16.3 M (53.5 FT) WEST OF TOP CENTER 70
 OM1342'CM (28-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, AND 1.0 METER
 OM1342'(3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS
 OM1342'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 OM1342'ABOVE THE HORIZON.
 OM1342
 OM1342                          STATION RECOVERY (2002)
 OM1342
 OM1342'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 OM1342'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, ORANGE
 OM1342'COLORED PLASTIC GUARD POSTS.
 OM1342
 OM1342                          STATION RECOVERY (2003)
 OM1342
 OM1342'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1342'RECOVERED IN GOOD CONDITION.
 OM1342
 OM1342                          STATION RECOVERY (2004)
 OM1342
 OM1342'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1342'RECOVERED AS DESCRIBED.
 OM1342
 OM1342                          STATION RECOVERY (2004)
 OM1342
 OM1342'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1342'RECOVERED AS DESCRIBED.
 OM1342
 OM1342                          STATION RECOVERY (2006)
 OM1342
 OM1342'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI5992 ***********************************************************************
 AI5992  DESIGNATION -  CHESTER S GPS AZ MK
 AI5992  PID         -  AI5992
 AI5992  STATE/COUNTY-  WI/DODGE
 AI5992  COUNTRY     -  US
 AI5992  USGS QUAD   -  WAUPUN SOUTH (2018)
 AI5992
 AI5992                         *CURRENT SURVEY CONTROL
 AI5992  ______________________________________________________________________
 AI5992* NAD 83(1986) POSITION- 43 33 50.5    (N) 088 42 36.7    (W)   HD_HELD2
 AI5992* NAVD 88 ORTHO HEIGHT -   276.072 (meters)      905.75  (feet) ADJUSTED
 AI5992  ______________________________________________________________________
 AI5992  GEOID HEIGHT    -        -35.384 (meters)                     GEOID18
 AI5992  DYNAMIC HEIGHT  -        276.008 (meters)      905.54  (feet) COMP
 AI5992  MODELED GRAVITY -    980,383.2   (mgal)                       NAVD 88
 AI5992
 AI5992  VERT ORDER      -  SECOND    CLASS I
 AI5992
 AI5992.The horizontal coordinates were established by autonomous hand held GPS
 AI5992.observations and have an estimated accuracy of +/- 10 meters.
 AI5992
 AI5992.The orthometric height was determined by differential leveling and
 AI5992.adjusted by the WI DEPT OF TRANSP
 AI5992.in May 2012.
 AI5992
 AI5992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5992.GEOID18 height accuracy estimate available here.
 AI5992
 AI5992.Click photographs - Photos may exist for this station.
 AI5992
 AI5992.The dynamic height is computed by dividing the NAVD 88
 AI5992.geopotential number by the normal gravity value computed on the
 AI5992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5992.degrees latitude (g = 980.6199 gals.).
 AI5992
 AI5992.The modeled gravity was interpolated from observed gravity values.
 AI5992
 AI5992;                    North         East    Units  Estimated Accuracy
 AI5992;SPC WI S     -   174,555.      704,194.      MT  (+/- 10 meters HH2 GPS)
 AI5992
 AI5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6188524872(NAD 83)
 AI5992
 AI5992                          SUPERSEDED SURVEY CONTROL
 AI5992
 AI5992  NAVD 88 (04/20/07)  276.045  (m)          905.66   (f) SUPERSEDED  2 1
 AI5992  NAVD 88 (10/20/00)  276.029  (m)          905.61   (f) SUPERSEDED  2 1
 AI5992
 AI5992.Superseded values are not recommended for survey control.
 AI5992
 AI5992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5992.See file dsdata.pdf to determine how the superseded data were derived.
 AI5992
 AI5992_MARKER: DZ = AZIMUTH MARK DISK
 AI5992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5992_STAMPING: CHESTER S GPS 1992
 AI5992_MARK LOGO: WI-027
 AI5992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5992+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 AI5992
 AI5992  HISTORY     - Date     Condition        Report By
 AI5992  HISTORY     - 1992     MONUMENTED       WI-027
 AI5992  HISTORY     - 19990713 GOOD             WIDT
 AI5992  HISTORY     - 20030813 GOOD             USPSQD
 AI5992  HISTORY     - 20040707 GOOD             WIDT
 AI5992  HISTORY     - 20060918 GOOD             USPSQD
 AI5992
 AI5992                          STATION DESCRIPTION
 AI5992
 AI5992'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5992'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHEAST OF BEAVER
 AI5992'DAM, AND 7.2 KM (4.45 MI) SOUTHEAST OF WAUPUN.  OWNERSHIP--WISCONSIN
 AI5992'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI5992'OF STATE HIGHWAY 26 (WATERTOWN STREET) WITH STATE HIGHWAY 49 (MAIN
 AI5992'STREET) IN THE CITY OF WAUPUN, GO SOUTH ON STATE HIGHWAY 26 FOR 3.4 KM
 AI5992'(2.10 MI) TO US HIGHWAY 151 BRIDGE OVER STATE HIGHWAY 26, CONTINUE
 AI5992'SOUTH ON STATE HIGHWAY 26 FOR 3.46 KM (2.15 MI) TO THE EAST JUNCTION
 AI5992'OF COUNTY HIGHWAY I CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 1.37 KM
 AI5992'(0.85 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE DODGE
 AI5992'COUNTY GEODETIC SURVEY CONTROL STATION DISK STAMPED --CHESTER S GPS
 AI5992'AZIMUTH MARK 1992-- AND SET IN THE TOP OF A 45 CM (18-INCH) DIAMETER
 AI5992'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 3.0 M (9.8 FT) ABOVE THE
 AI5992'HIGHWAY PAVEMENT.  THE STATION IS 14.0 M (45.9 FT) WEST OF THE
 AI5992'CENTERLINE OF STATE HIGHWAY 26, 48.3 M (158.5 FT) SOUTHWEST OF POWER
 AI5992'POLE --13-15-28 40/13--, 33.2 M (108.9 FT) NORTHWEST OF POWER POLE
 AI5992'--440--, 32.1 M (105.3 FT) NORTHWEST OF UNDERGROUND CABLE PEDESTAL
 AI5992'--21--, AND 0.5 M (1.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI5992'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 AI5992'THAN 15 DEGREES ABOVE THE HORIZON.
 AI5992
 AI5992                          STATION RECOVERY (2003)
 AI5992
 AI5992'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5992'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE NORTH OF
 AI5992'COUNTY HIGHWAY C.
 AI5992
 AI5992                          STATION RECOVERY (2004)
 AI5992
 AI5992'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI5992'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI5992'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI5992'THE STATION IS 1.5 M (NOT 3.0 M) ABOVE THE HIGHWAY PAVEMENT.
 AI5992
 AI5992                          STATION RECOVERY (2006)
 AI5992
 AI5992'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5992'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4197 ***********************************************************************
 DQ4197  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4197  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ4197  DESIGNATION -  CHETEK CORS ARP
 DQ4197  CORS_ID     -  WICH
 DQ4197  PID         -  DQ4197
 DQ4197  STATE/COUNTY-  WI/BARRON
 DQ4197  COUNTRY     -  US
 DQ4197  USGS QUAD   -  NEW AUBURN (2018)
 DQ4197
 DQ4197                         *CURRENT SURVEY CONTROL
 DQ4197  ______________________________________________________________________
 DQ4197* NAD 83(2011) POSITION- 45 14 29.48616(N) 091 35 45.09481(W)   ADJUSTED
 DQ4197* NAD 83(2011) ELLIP HT-   307.344 (meters)        (04/??/25)   ADJUSTED
 DQ4197* NAD 83(2011) EPOCH   -  2010.00
 DQ4197* NAVD 88 ORTHO HEIGHT -   337.70  (meters)     1107.9   (feet) GPS OBS
 DQ4197  ______________________________________________________________________
 DQ4197  GEOID HEIGHT    -        -30.376 (meters)                     GEOID18
 DQ4197  NAD 83(2011) X  -   -125,288.552 (meters)                     COMP
 DQ4197  NAD 83(2011) Y  - -4,497,042.549 (meters)                     COMP
 DQ4197  NAD 83(2011) Z  -  4,506,506.432 (meters)                     COMP
 DQ4197
 DQ4197  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4197  Standards:
 DQ4197         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4197            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4197  -------------------------------------------------------------------
 DQ4197  NETWORK    0.09   0.15           0.05   0.02   0.08     -0.35875100
 DQ4197  -------------------------------------------------------------------
 DQ4197
 DQ4197.The coordinates were established by GPS observations
 DQ4197.and adjusted by the National Geodetic Survey in April 2025.
 DQ4197
 DQ4197.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4197.been affixed to the stable North American Tectonic Plate. 
 DQ4197
 DQ4197.The coordinates are valid at the epoch date displayed above
 DQ4197.which is a decimal equivalence of Year/Month/Day.
 DQ4197
 DQ4197.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DQ4197.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DQ4197.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DQ4197.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DQ4197.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DQ4197.published epoch of 2010.00.
 DQ4197
 DQ4197.Additional information on MYCS is available at:
 DQ4197.https://geodesy.noaa.gov/CORS/index.shtml
 DQ4197
 DQ4197.The orthometric height was determined by GPS observations and a
 DQ4197.high-resolution geoid model using precise GPS observation and
 DQ4197.processing techniques.
 DQ4197
 DQ4197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4197.GEOID18 height accuracy estimate available here.
 DQ4197
 DQ4197.The PID for the CORS L1 Phase Center is DQ4198.
 DQ4197
 DQ4197.Click photographs - Photos may exist for this station.
 DQ4197
 DQ4197.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ4197
 DQ4197.The ellipsoidal height was determined by GPS observations
 DQ4197.and is referenced to NAD 83.
 DQ4197
 DQ4197. The following values were computed from the NAD 83(2011) position.
 DQ4197
 DQ4197;                    North         East     Units Scale Factor Converg.
 DQ4197;SPC WI C     -   157,710.466   474,714.224   MT  0.99996101   -1 07 33.6
 DQ4197;SPC WI C     -   517,421.75  1,557,458.25   sFT  0.99996101   -1 07 33.6
 DQ4197;UTM  15      - 5,010,740.172   610,201.731   MT  0.99974932   +0 59 49.8
 DQ4197
 DQ4197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4197!SPC WI C     -   0.99995182  x   0.99996101  =   0.99991283
 DQ4197!UTM  15      -   0.99995182  x   0.99974932  =   0.99970115
 DQ4197
 DQ4197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1020110740(NAD 83)
 DQ4197
 DQ4197                          SUPERSEDED SURVEY CONTROL
 DQ4197
 DQ4197  NAD 83(2011)-  45 14 29.48632(N)    091 35 45.09502(W) AD(2010.00) c
 DQ4197  ELLIP H (06/??/19)  307.318  (m)                       GP(2010.00) c c
 DQ4197  NAD 83(2011)-  45 14 29.48647(N)    091 35 45.09494(W) AD(2010.00) c
 DQ4197  ELLIP H (12/??/16)  307.317  (m)                       GP(2010.00) c c
 DQ4197
 DQ4197.Superseded values are not recommended for survey control.
 DQ4197
 DQ4197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4197.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4197
 DQ4197_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ4197
 DQ4197                          STATION DESCRIPTION
 DQ4197
 DQ4197'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DQ4197'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DQ4197'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DQ4197'AND LOG FILES ACCESSIBLE AT:
 DQ4197'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0592 ***********************************************************************
 QN0592  CBN         -  This is a Cooperative Base Network Control Station.
 QN0592  DESIGNATION -  CHETEK GPS
 QN0592  PID         -  QN0592
 QN0592  STATE/COUNTY-  WI/BARRON
 QN0592  COUNTRY     -  US
 QN0592  USGS QUAD   -  CHETEK (2018)
 QN0592
 QN0592                         *CURRENT SURVEY CONTROL
 QN0592  ______________________________________________________________________
 QN0592* NAD 83(2011) POSITION- 45 18 10.38364(N) 091 39 38.54914(W)   ADJUSTED
 QN0592* NAD 83(2011) ELLIP HT-   296.320 (meters)        (06/27/12)   ADJUSTED
 QN0592* NAD 83(2011) EPOCH   -  2010.00
 QN0592* NAVD 88 ORTHO HEIGHT -   326.675 (meters)     1071.77  (feet) ADJUSTED
 QN0592  ______________________________________________________________________
 QN0592  GEOID HEIGHT    -        -30.352 (meters)                     GEOID18
 QN0592  NAD 83(2011) X  -   -130,237.666 (meters)                     COMP
 QN0592  NAD 83(2011) Y  - -4,492,047.005 (meters)                     COMP
 QN0592  NAD 83(2011) Z  -  4,511,297.921 (meters)                     COMP
 QN0592  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 QN0592  DYNAMIC HEIGHT  -        326.654 (meters)     1071.70  (feet) COMP
 QN0592  MODELED GRAVITY -    980,542.4   (mgal)                       NAVD 88
 QN0592
 QN0592  VERT ORDER      -  SECOND    CLASS I
 QN0592
 QN0592  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QN0592  Standards:
 QN0592         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QN0592            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QN0592  -------------------------------------------------------------------
 QN0592  NETWORK    0.38   0.74           0.18   0.12   0.38     -0.01171747
 QN0592  -------------------------------------------------------------------
 QN0592  Click here for local accuracies and other accuracy information.
 QN0592
 QN0592.The horizontal coordinates were established by GPS observations
 QN0592.and adjusted by the National Geodetic Survey in June 2012.
 QN0592
 QN0592.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QN0592.been affixed to the stable North American tectonic plate. See 
 QN0592.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QN0592
 QN0592.The horizontal coordinates are valid at the epoch date displayed above
 QN0592.which is a decimal equivalence of Year/Month/Day.
 QN0592
 QN0592.The orthometric height was determined by differential leveling and
 QN0592.adjusted by the WI DEPT OF TRANSP
 QN0592.in May 2012.
 QN0592
 QN0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0592.GEOID18 height accuracy estimate available here.
 QN0592
 QN0592.Click photographs - Photos may exist for this station.
 QN0592
 QN0592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QN0592
 QN0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0592
 QN0592.The ellipsoidal height was determined by GPS observations
 QN0592.and is referenced to NAD 83.
 QN0592
 QN0592.The dynamic height is computed by dividing the NAVD 88
 QN0592.geopotential number by the normal gravity value computed on the
 QN0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0592.degrees latitude (g = 980.6199 gals.).
 QN0592
 QN0592.The modeled gravity was interpolated from observed gravity values.
 QN0592
 QN0592. The following values were computed from the NAD 83(2011) position.
 QN0592
 QN0592;                    North         East     Units Scale Factor Converg.
 QN0592;SPC WI C     -   164,630.300   469,763.330   MT  0.99996842   -1 10 18.3
 QN0592;SPC WI C     -   540,124.58  1,541,215.19   sFT  0.99996842   -1 10 18.3
 QN0592;UTM  15      - 5,017,470.308   604,998.987   MT  0.99973555   +0 57 07.6
 QN0592
 QN0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0592!SPC WI C     -   0.99995354  x   0.99996842  =   0.99992197
 QN0592!UTM  15      -   0.99995354  x   0.99973555  =   0.99968911
 QN0592
 QN0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0499817470(NAD 83)
 QN0592
 QN0592                          SUPERSEDED SURVEY CONTROL
 QN0592
 QN0592  NAD 83(2007)-  45 18 10.38375(N)    091 39 38.54987(W) AD(2002.00) 0
 QN0592  ELLIP H (02/10/07)  296.346  (m)                       GP(2002.00)    
 QN0592  NAD 83(1997)-  45 18 10.38363(N)    091 39 38.55039(W) AD(       ) A
 QN0592  ELLIP H (04/28/99)  296.369  (m)                       GP(       ) 3 1
 QN0592  NAD 83(1991)-  45 18 10.38314(N)    091 39 38.54911(W) AD(       ) B
 QN0592  ELLIP H (06/11/91)  296.400  (m)                       GP(       ) 4 1
 QN0592  NAVD 88             326.68   (m)         1071.8    (f) LEVELING    3  
 QN0592  NAVD 88 (04/28/99)  326.7    (m)  UNKNOWN  model used  GPS OBS        
 QN0592  NGVD 29 (06/11/91)  326.6    (m)  UNKNOWN  model used  GPS OBS        
 QN0592
 QN0592.Superseded values are not recommended for survey control.
 QN0592
 QN0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0592.See file dsdata.pdf to determine how the superseded data were derived.
 QN0592
 QN0592_MARKER: DH = HORIZONTAL CONTROL DISK
 QN0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0592_STAMPING: CHETEK GPS 1989
 QN0592_MARK LOGO: NGS
 QN0592_PROJECTION: FLUSH
 QN0592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QN0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0592+STABILITY: SURFACE MOTION
 QN0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0592+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2016
 QN0592
 QN0592  HISTORY     - Date     Condition        Report By
 QN0592  HISTORY     - 1989     MONUMENTED       WIHD
 QN0592  HISTORY     - 19900707 GOOD
 QN0592  HISTORY     - 19970815 GOOD             WIHD
 QN0592  HISTORY     - 19981218 GOOD             WI-005
 QN0592  HISTORY     - 20050927 GOOD             WIDT
 QN0592  HISTORY     - 20080818 GOOD             WIDT
 QN0592  HISTORY     - 20160906 GOOD             WIDT
 QN0592
 QN0592                          STATION DESCRIPTION
 QN0592
 QN0592'DESCRIBED BY WI HIGHWAY DEPT 1989
 QN0592'THE STATION IS LOCATED ABOUT 1.61 KM (1.00 MI) SOUTH OF CHETEK, 43.77
 QN0592'KM (27.20 MI) NORTH-NORTHWEST OF CHIPPEWA FALLS, AND 24.3 KM
 QN0592'(15.10 MI) SOUTH OF RICE LAKE.  OWNERSHIP--STATE OF WISCONSIN HIGHWAY
 QN0592'DEPARTMENT RIGHT-OF-WAY.
 QN0592'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 53 AND COUNTY
 QN0592'ROAD I, IN THE NORTHEAST QUADRANT OF THE INTERSECTION, ON THE TOP
 QN0592'CROWN OF A 12 METER HIGH CUTBANK WEST OF THE SOUTHBOUND ENTRANCE RAMP
 QN0592'AT EXIT 126.  THE STATION CAN BE DRIVEN TO FROM THE U.S. HIGHWAY 53
 QN0592'OVERPASS AT COUNTY ROAD I BY GOING WEST FOR 0.48 KM (0.30 MI) ON
 QN0592'COUNTY ROAD I TO A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH
 QN0592'FOR 46 M (150.9 FT) ON THE GRAVEL ROAD TO THE NORTH RIGHT-OF-WAY FENCE
 QN0592'FOR COUNTY ROAD I.  TURN RIGHT AND GO EASTERLY ALONG THE NORTH
 QN0592'RIGHT-OF-WAY FENCE FOR 0.32 KM (0.20 MI) TO THE STATION AS DESCRIBED.
 QN0592'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK
 QN0592'STAMPED---CHETEK GPS 1989---, SET INTO THE TOP OF A ROUND CONCRETE
 QN0592'MONUMENT 42 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 15.39 M
 QN0592'(50.5 FT) NORTHEAST FROM THE WEST RIGHT-OF-WAY FENCE, 42.70 M
 QN0592'(140.1 FT) NORTH-NORTHEAST FROM THE RIGHT-OF-WAY FENCE CORNER, 60.96 M
 QN0592'(200.0 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF THE WESTBOUND LANE
 QN0592'OF COUNTY ROAD I, 29.26 M (96.0 FT) SOUTHWEST FROM THE WEST EDGE OF
 QN0592'THE SOUTHBOUND ENTRANCE RAMP OF U.S. HIGHWAY 53, AND 0.79 M (2.6 FT)
 QN0592'NORTHEAST FROM A CARSONITE WITNESS POST.
 QN0592
 QN0592                          STATION RECOVERY (1990)
 QN0592
 QN0592'RECOVERED 1990
 QN0592'RECOVERED IN GOOD CONDITION.
 QN0592
 QN0592                          STATION RECOVERY (1997)
 QN0592
 QN0592'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 QN0592'THE STATION IS LOCATED ABOUT 56.32 KM (35.00 MI) NORTH OF EAU CLAIRE,
 QN0592'20.92 KM (13.00 MI) SOUTH OF RICE LAKE, AND 1.62 KM (1.00 MI) SOUTH OF
 QN0592'CHETEK IN THE WEST QUADRANT OF THE INTERCHANGE AT EXIT 126 FOR THE
 QN0592'JUNCTION OF US HIGHWAY 53 WITH COUNTY HIGHWAY I, ON TOP OF A 12 M
 QN0592'(39.4 FT) HIGH BACKSLOPE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 QN0592'TRANSPORTATION.  TO REACH FROM THE INTERSECTION OF SECOND STREET,
 QN0592'WATER STREET, COUNTY HIGHWAY SS, COUNTY HIGHWAY I, AND A RAILROAD
 QN0592'CROSSING AT THE SOUTH SIDE OF THE CITY OF CHETEK, GO SOUTH AND
 QN0592'SOUTHWEST 1.05 KM (0.65 MI) ON HIGHWAY I TO THE HIGHWAY 53 BRIDGE OVER
 QN0592'HIGHWAY I, CONTINUE SOUTHWEST 0.48 KM (0.30 MI) ON HIGHWAY I TO 48-1/2
 QN0592'STREET LEFT AND A GRAVEL ROAD RIGHT, TURN RIGHT AND GO NORTHWEST 30 M
 QN0592'(98.4 FT) TO A RIGHT-OF-WAY FENCE, TURN RIGHT AND GO NORTHEAST 0.24 KM
 QN0592'(0.15 MI) ALONG THE SOUTHEAST SIDE OF THE FENCE TO A FENCE CORNER,
 QN0592'ANGLE LEFT AND GO NORTH 40 M (131.2 FT) TO THE STATION AHEAD.  THE
 QN0592'STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF
 QN0592'A 40-CM (16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH WITH THE
 QN0592'GROUND.  THE STATION IS SLOPE DISTANCE 74.7 M (245.1 FT) NORTHWEST OF
 QN0592'THE CENTERLINE OF THE SOUTHWESTBOUND LANE OF HIGHWAY I, SLOPE DISTANCE
 QN0592'31.1 M (102.0 FT) SOUTHWEST OF THE CENTERLINE OF THE OFF-RAMP FROM
 QN0592'SOUTHBOUND HIGHWAY 53 TO HIGHWAY I, SLOPE DISTANCE 42.5 M (139.4 FT)
 QN0592'NORTH OF A STEEL CORNER POST FOR THE R-O-W FENCE, SLOPE DISTANCE 15.9
 QN0592'M (52.2 FT) EAST OF THE MORE SOUTHERLY OF TWO STEEL BRACE FENCE POSTS,
 QN0592'SLOPE DISTANCE 15.3 M (50.2 FT) EAST-NORTHEAST OF THE FENCE, 0.85 M
 QN0592'(2.79 FT) EAST-NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST, AND
 QN0592'0.85 M (2.79 FT) EAST-NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 QN0592'NOTE---THE STATION IS TWO-WHEEL DRIVE ACCESSIBLE IN DRY WEATHER.
 QN0592'DURING PERIODS OF WET WEATHER OR SNOW, EXPECT TO PACK TO THE STATION A
 QN0592'DISTANCE OF 30 M (98.4 FT) UP THE 12 M (39.4 FT) HIGH BACKSLOPE FROM
 QN0592'THE SHOULDER OF THE OFF-RAMP.
 QN0592
 QN0592                          STATION RECOVERY (1998)
 QN0592
 QN0592'RECOVERY NOTE BY BARRON COUNTY WISCONSIN 1998
 QN0592'RECOVERED AS DESCRIBED.
 QN0592
 QN0592                          STATION RECOVERY (2005)
 QN0592
 QN0592'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0592'RECOVERED IN GOOD CONDITION.   THE STATION IS 1.0 M WEST,
 QN0592'NORTH-NORTHEAST, AND SOUTH-SOUTHEAST OF THREE ORANGE 4X4 PLASTIC
 QN0592'WITNESS POSTS.
 QN0592
 QN0592                          STATION RECOVERY (2008)
 QN0592
 QN0592'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 QN0592'RECOVERED AS DESCRIBED.
 QN0592
 QN0592                          STATION RECOVERY (2016)
 QN0592
 QN0592'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 QN0592'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4378 ***********************************************************************
 DL4378  DESIGNATION -  CHETEK GPS AZ MK
 DL4378  PID         -  DL4378
 DL4378  STATE/COUNTY-  WI/BARRON
 DL4378  COUNTRY     -  US
 DL4378  USGS QUAD   -  CHETEK (2018)
 DL4378
 DL4378                         *CURRENT SURVEY CONTROL
 DL4378  ______________________________________________________________________
 DL4378* NAD 83(1986) POSITION- 45 17 56.1    (N) 091 39 48.6    (W)   HD_HELD2
 DL4378* NAVD 88 ORTHO HEIGHT -   320.215 (meters)     1050.57  (feet) ADJUSTED
 DL4378  ______________________________________________________________________
 DL4378  GEOID HEIGHT    -        -30.354 (meters)                     GEOID18
 DL4378  DYNAMIC HEIGHT  -        320.194 (meters)     1050.50  (feet) COMP
 DL4378  MODELED GRAVITY -    980,542.3   (mgal)                       NAVD 88
 DL4378
 DL4378  VERT ORDER      -  SECOND    CLASS I
 DL4378
 DL4378.The horizontal coordinates were established by autonomous hand held GPS
 DL4378.observations and have an estimated accuracy of +/- 10 meters.
 DL4378
 DL4378.The orthometric height was determined by differential leveling and
 DL4378.adjusted by the WI DEPT OF TRANSP
 DL4378.in May 2012.
 DL4378
 DL4378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4378.GEOID18 height accuracy estimate available here.
 DL4378
 DL4378.Click photographs - Photos may exist for this station.
 DL4378
 DL4378.The dynamic height is computed by dividing the NAVD 88
 DL4378.geopotential number by the normal gravity value computed on the
 DL4378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4378.degrees latitude (g = 980.6199 gals.).
 DL4378
 DL4378.The modeled gravity was interpolated from observed gravity values.
 DL4378
 DL4378;                    North         East    Units  Estimated Accuracy
 DL4378;SPC WI C     -   164,194.      469,535.      MT  (+/- 10 meters HH2 GPS)
 DL4378
 DL4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0478717025(NAD 83)
 DL4378
 DL4378                          SUPERSEDED SURVEY CONTROL
 DL4378
 DL4378.No superseded survey control is available for this station.
 DL4378
 DL4378_MARKER: DZ = AZIMUTH MARK DISK
 DL4378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4378_STAMPING: CHETEK GPS 1989
 DL4378_MARK LOGO: NGS
 DL4378_PROJECTION: FLUSH
 DL4378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4378+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DL4378
 DL4378  HISTORY     - Date     Condition        Report By
 DL4378  HISTORY     - 1989     MONUMENTED       NGS
 DL4378  HISTORY     - 20070919 GOOD             WIDT
 DL4378
 DL4378                          STATION DESCRIPTION
 DL4378
 DL4378'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4378'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHWEST OF NEW AUBURN,
 DL4378'7.9 MI (12.7 KM) EAST-NORTHEAST OF DALLAS AND 1.2 MI (1.9 KM)
 DL4378'SOUTH-SOUTHWEST OF CHETEK.
 DL4378'
 DL4378'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 WITH COUNTY
 DL4378'HIGHWAY I (EXIT 126) JUST SOUTHWEST OF THE CITY OF CHETEK, GO
 DL4378'SOUTHWEST ON COUNTY HIGHWAY I FOR 0.25 MI (0.4 KM) TO 24 1/8 STREET
 DL4378'(RIVER ROAD).  CONTINUE SOUTHWEST ON COUNTY HIGHWAY I FOR 0.1 MI (0.2
 DL4378'KM) TO THE STATION IN THE MEDIAN STRIP ON THE LEFT.
 DL4378'
 DL4378'THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY AZIMUTH DISK SET IN
 DL4378'THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DL4378'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT, 8.4 M (27.6
 DL4378'FT) SOUTHEAST OF THE CENTERLINE OF THE TWO SOUTHWEST BOUND LANES OF
 DL4378'COUNTY HIGHWAY I, 8.8 M (28.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 DL4378'TWO NORTHEAST BOUND LANES OF COUNTY HIGHWAY I, APPROXIMATELY 95.5
 DL4378'NORTH-NORTHEAST OF THE SOUTHWEST END ON THE MEDIAN STRIP, 14.1 M (46.3
 DL4378'FT) EAST OF A TWO LANE TRAFFIC AHEAD SIGN POST, 5.8 M (19.0 FT) EAST
 DL4378'OF A DRAIN GRATE AND 1.0 M (3.3 FT) NORTH-NORTHEAST, SOUTH-SOUTHEAST
 DL4378'AND WEST-SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DL4378'
 DL4378'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4378'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4427 ***********************************************************************
 DL4427  DESIGNATION -  CHETEK W GPS
 DL4427  PID         -  DL4427
 DL4427  STATE/COUNTY-  WI/BARRON
 DL4427  COUNTRY     -  US
 DL4427  USGS QUAD   -  CHETEK (2018)
 DL4427
 DL4427                         *CURRENT SURVEY CONTROL
 DL4427  ______________________________________________________________________
 DL4427* NAD 83(2011) POSITION- 45 21 24.76856(N) 091 38 27.07071(W)   ADJUSTED
 DL4427* NAD 83(2011) ELLIP HT-   299.069 (meters)        (04/15/13)   ADJUSTED
 DL4427* NAD 83(2011) EPOCH   -  2010.00
 DL4427* NAVD 88 ORTHO HEIGHT -   329.396 (meters)     1080.69  (feet) ADJUSTED
 DL4427  ______________________________________________________________________
 DL4427  GEOID HEIGHT    -        -30.327 (meters)                     GEOID18
 DL4427  NAD 83(2011) X  -   -128,558.844 (meters)                     COMP
 DL4427  NAD 83(2011) Y  - -4,487,827.642 (meters)                     COMP
 DL4427  NAD 83(2011) Z  -  4,515,518.919 (meters)                     COMP
 DL4427  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 DL4427  DYNAMIC HEIGHT  -        329.374 (meters)     1080.62  (feet) COMP
 DL4427  MODELED GRAVITY -    980,540.0   (mgal)                       NAVD 88
 DL4427
 DL4427  VERT ORDER      -  SECOND    CLASS I
 DL4427
 DL4427  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4427  Standards:
 DL4427         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4427            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4427  -------------------------------------------------------------------
 DL4427  NETWORK    0.50   0.96           0.23   0.17   0.49      0.15230866
 DL4427  -------------------------------------------------------------------
 DL4427  Click here for local accuracies and other accuracy information.
 DL4427
 DL4427.The horizontal coordinates were established by GPS observations
 DL4427.and adjusted by the National Geodetic Survey in April 2013.
 DL4427
 DL4427.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4427.been affixed to the stable North American tectonic plate. See 
 DL4427.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4427
 DL4427.The horizontal coordinates are valid at the epoch date displayed above
 DL4427.which is a decimal equivalence of Year/Month/Day.
 DL4427
 DL4427.The orthometric height was determined by differential leveling and
 DL4427.adjusted by the WI DEPT OF TRANSP
 DL4427.in May 2012.
 DL4427
 DL4427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4427.GEOID18 height accuracy estimate available here.
 DL4427
 DL4427.Click photographs - Photos may exist for this station.
 DL4427
 DL4427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4427
 DL4427.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4427
 DL4427.The ellipsoidal height was determined by GPS observations
 DL4427.and is referenced to NAD 83.
 DL4427
 DL4427.The dynamic height is computed by dividing the NAVD 88
 DL4427.geopotential number by the normal gravity value computed on the
 DL4427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4427.degrees latitude (g = 980.6199 gals.).
 DL4427
 DL4427.The modeled gravity was interpolated from observed gravity values.
 DL4427
 DL4427. The following values were computed from the NAD 83(2011) position.
 DL4427
 DL4427;                    North         East     Units Scale Factor Converg.
 DL4427;SPC WI C     -   170,598.252   471,441.450   MT  0.99997588   -1 09 27.9
 DL4427;SPC WI C     -   559,704.43  1,546,720.82   sFT  0.99997588   -1 09 27.9
 DL4427;UTM  15      - 5,023,494.951   606,454.388   MT  0.99973934   +0 58 01.6
 DL4427
 DL4427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4427!SPC WI C     -   0.99995311  x   0.99997588  =   0.99992900
 DL4427!UTM  15      -   0.99995311  x   0.99973934  =   0.99969247
 DL4427
 DL4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0645423494(NAD 83)
 DL4427
 DL4427                          SUPERSEDED SURVEY CONTROL
 DL4427
 DL4427  NAD 83(2007)-  45 21 24.76866(N)    091 38 27.07135(W) AD(2002.00) 1
 DL4427  ELLIP H (04/06/12)  299.096  (m)                       GP(2002.00) 1 1
 DL4427  NAVD 88             329.40   (m)         1080.7    (f) LEVELING    3  
 DL4427
 DL4427.Superseded values are not recommended for survey control.
 DL4427
 DL4427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4427.See file dsdata.pdf to determine how the superseded data were derived.
 DL4427
 DL4427_MARKER: DD = SURVEY DISK
 DL4427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4427_STAMPING: CHETEK W GPS 2006
 DL4427_MARK LOGO: WIDT
 DL4427_PROJECTION: FLUSH
 DL4427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4427+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2008
 DL4427
 DL4427  HISTORY     - Date     Condition        Report By
 DL4427  HISTORY     - 2005     MONUMENTED       WIDT
 DL4427  HISTORY     - 20080818 GOOD             WIDT
 DL4427
 DL4427                          STATION DESCRIPTION
 DL4427
 DL4427'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4427'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) EAST-SOUTHEAST OF
 DL4427'BARRON, 8.0 MI (12.9 KM) SOUTHWEST OF STRICKLAND AND 3.0 MI (4.8 KM)
 DL4427'NORTH OF CHETEK.
 DL4427'
 DL4427'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DL4427'HIGHWAY M ABOUT 4 MI (6.4 KM) EAST OF THE VILLAGE OF CAMERON, GO SOUTH
 DL4427'ON COUNTY HIGHWAY M FOR 3.5 MI (5.6 KM) TO 10 3/4 AVENUE (TROWBRIDGE
 DL4427'AVENUE) ON THE RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY M FOR 0.3 MI
 DL4427'(0.5 KM) TO THE STATION ON THE LEFT.
 DL4427'
 DL4427'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4427'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4427'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DL4427'1.2 M (3.9 FT) LOWER THAN THE HIGHWAY PAVEMENT, 15.3 M (50.2 FT) EAST
 DL4427'OF THE CENTERLINE OF COUNTY HIGHWAY M, 29.8 M (97.8 FT)
 DL4427'SOUTH-SOUTHEAST OF A SLOW CHILDREN SIGN POST, 26.6 M (87.3 FT)
 DL4427'EAST-NORTHEAST OF A CURVE RIGHT AHEAD SIGN POST, 20.4 M (66.9 FT)
 DL4427'NORTH OF TELEPHONE PEDESTAL NUMBER 8F-11, 10.3 M (33.8 FT) SOUTH THE
 DL4427'EXTENDED CENTER OF PRIVATE ENTRANCE NUMBER 1046, 3.7 M (12.1 FT) WEST
 DL4427'OF A BARBED WIRE FENCE AND 1.0 M (3.3 FT) EAST, NORTHWEST AND
 DL4427'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DL4427'
 DL4427'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4427'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1269 ***********************************************************************
 PN1269  DESIGNATION -  CHICAGO
 PN1269  PID         -  PN1269
 PN1269  STATE/COUNTY-  WI/ADAMS
 PN1269  COUNTRY     -  US
 PN1269  USGS QUAD   -  ROCHE A CRI (2018)
 PN1269
 PN1269                         *CURRENT SURVEY CONTROL
 PN1269  ______________________________________________________________________
 PN1269* NAD 83(1991) POSITION- 44 03 24.36791(N) 089 48 20.24656(W)   ADJUSTED
 PN1269* NAVD 88 ORTHO HEIGHT -   295.1   (meters)      968.    (feet) VERTCON3
 PN1269  ______________________________________________________________________
 PN1269  GEOID HEIGHT    -        -35.437 (meters)                     GEOID18
 PN1269  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 PN1269  HORZ ORDER      -  SECOND
 PN1269
 PN1269.The horizontal coordinates were established by classical geodetic methods
 PN1269.and adjusted by the National Geodetic Survey in November 1991.
 PN1269
 PN1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1269
 PN1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1269.GEOID18 height accuracy estimate available here.
 PN1269
 PN1269.Click photographs - Photos may exist for this station.
 PN1269
 PN1269.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1269
 PN1269. The following values were computed from the NAD 83(1991) position.
 PN1269
 PN1269;                    North         East     Units Scale Factor Converg.
 PN1269;SPC WI S     -   228,512.938   615,575.238   MT  0.99999800   +0 08 00.8
 PN1269;SPC WI S     -   749,712.86  2,019,599.76   sFT  0.99999800   +0 08 00.8
 PN1269;UTM  16      - 4,882,005.659   275,273.088   MT  1.00022117   -1 57 06.3
 PN1269
 PN1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1269!SPC WI S     -   0.99995929  x   0.99999800  =   0.99995729
 PN1269!UTM  16      -   0.99995929  x   1.00022117  =   1.00018045
 PN1269
 PN1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7527382005(NAD 83)
 PN1269
 PN1269|---------------------------------------------------------------------|
 PN1269| PID    Reference Object                     Distance      Geod. Az  |
 PN1269|                                                           dddmmss.s |
 PN1269| CS5237 CHICAGO RM 1                         10.918 METERS 02708     |
 PN1269| CS5238 CHICAGO RM 2                          6.616 METERS 15642     |
 PN1269|---------------------------------------------------------------------|
 PN1269
 PN1269                          SUPERSEDED SURVEY CONTROL
 PN1269
 PN1269  NAD 83(1986)-  44 03 24.36544(N)    089 48 20.25395(W) AD(       ) 2
 PN1269  NGVD 29 (02/11/91)  295.1    (m)          968.     (f) VERT ANG       
 PN1269
 PN1269.Superseded values are not recommended for survey control.
 PN1269
 PN1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1269.See file dsdata.pdf to determine how the superseded data were derived.
 PN1269
 PN1269_MARKER: DE = TRAVERSE STATION DISK
 PN1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1269_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1269+STABILITY: SURFACE MOTION
 PN1269
 PN1269  HISTORY     - Date     Condition        Report By
 PN1269  HISTORY     - 1982     MONUMENTED       WIDT
 PN1269  HISTORY     - 19950902 GOOD             USPSQD
 PN1269  HISTORY     - 20030519 GOOD             USPSQD
 PN1269
 PN1269                          STATION DESCRIPTION
 PN1269
 PN1269'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1269'THE STATION IS LOCATED ALONG STH 13 ABOUT 8 MILES SOUTHEAST OF MONROE
 PN1269'CENTER, 6 MILES NORTH OF FRIENDSHIP, AND 4 MILES SOUTH OF BIG FLATS.
 PN1269'
 PN1269'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 21 ABOUT 3.5
 PN1269'MILES NORTH OF FRIENDSHIP, GO NORTH ON STH 13 FOR 2.0 MILES TO THE
 PN1269'JUNCTION WITH COTTONVILLE AVENUE.  CONTINUE NORTH ON STH 13 FOR 0.21
 PN1269'MILE TO STATION ON EAST HIGHWAY RIGHT OF WAY ABOUT 95 FEET SOUTH OF
 PN1269'CHICAGO LANE TO THE EAST.
 PN1269'
 PN1269'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---CHICAGO 1982---.
 PN1269'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1269'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 94.5
 PN1269'FEET SOUTH OF THE CENTER OF CHICAGO LANE, 46 FEET EAST OF THE CENTER
 PN1269'OF STH 13, 31 FEET NORTHWEST OF A 14 INCH OAK, 15.1 FEET SOUTHWEST OF
 PN1269'AN 8 INCH NORWAY PINE, AND 2.5 FEET WEST OF A METAL WITNESS POST.  THE
 PN1269'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET
 PN1269'BELOW GROUND.
 PN1269'
 PN1269'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---CHICAGO RM 1
 PN1269'1982---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1269'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 60.8 FEET
 PN1269'SOUTH OF THE CENTER OF CHICAGO LANE, 57.7 FEET EAST OF THE CENTER OF
 PN1269'STH 13, 35.4 FEET NORTH OF A METAL WITNESS POST, 5.6 FEET SOUTHWEST OF
 PN1269'A 12 INCH NORWAY PINE, AND 1.7 FEET HIGHER THAN THE STATION.
 PN1269'
 PN1269'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---CHICAGO RM 2
 PN1269'1982---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1269'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 112.5 FEET
 PN1269'SOUTH OF THE CENTER OF CHICAGO LANE, 68.5 FEET NORTH OF THE EAST ONE
 PN1269'OF TWO WOODEN RIGHT OF WAY POSTS, 57.2 FEET EAST OF THE CENTER OF STH
 PN1269'13, 20.6 FEET SOUTHEAST OF A METAL WITNESS POST, 10.2 FEET NORTHWEST
 PN1269'OF A 14 INCH OAK, AND 2 FEET HIGHER THAN THE STATION.
 PN1269'
 PN1269'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.64 METERS.
 PN1269
 PN1269                          STATION RECOVERY (1995)
 PN1269
 PN1269'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1269'RECOVERED IN GOOD CONDITION.
 PN1269
 PN1269                          STATION RECOVERY (2003)
 PN1269
 PN1269'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1269'RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND
 PN1269'WITH METAL DETECTOR AND TIME ON STATION.  TREES TO THE EAST MAY
 PN1269'OBSTRUCT SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0660 ***********************************************************************
 NG0660  DESIGNATION -  CHICAGO ST PAUL AWY BCN 5 C
 NG0660  PID         -  NG0660
 NG0660  STATE/COUNTY-  WI/KENOSHA
 NG0660  COUNTRY     -  US
 NG0660  USGS QUAD   -  PLEASANT PRAIRIE (2018)
 NG0660
 NG0660                         *CURRENT SURVEY CONTROL
 NG0660  ______________________________________________________________________
 NG0660* NAD 83(1991) POSITION- 42 36 53.06355(N) 087 53 43.64360(W)   ADJUSTED
 NG0660  ______________________________________________________________________
 NG0660  GEOID HEIGHT    -        -34.690 (meters)                     GEOID18
 NG0660  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 NG0660  HORZ ORDER      -  THIRD
 NG0660
 NG0660.The horizontal coordinates were established by classical geodetic methods
 NG0660.and adjusted by the National Geodetic Survey in November 1991.
 NG0660
 NG0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0660.GEOID18 height accuracy estimate available here.
 NG0660
 NG0660.Click photographs - Photos may exist for this station.
 NG0660
 NG0660.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0660
 NG0660. The following values were computed from the NAD 83(1991) position.
 NG0660
 NG0660;                    North         East     Units Scale Factor Converg.
 NG0660;SPC WI S     -    70,471.825   772,660.919   MT  1.00002602   +1 26 45.7
 NG0660;SPC WI S     -   231,206.31  2,534,971.70   sFT  1.00002602   +1 26 45.7
 NG0660;UTM  16      - 4,718,422.343   426,558.214   MT  0.99966636   -0 36 22.7
 NG0660
 NG0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2655818422(NAD 83)
 NG0660
 NG0660                          SUPERSEDED SURVEY CONTROL
 NG0660
 NG0660  NAD 83(1986)-  42 36 53.05440(N)    087 53 43.66324(W) AD(       ) 3
 NG0660  NAD 27      -  42 36 52.98200(N)    087 53 43.38400(W) AD(       ) 3
 NG0660
 NG0660.Superseded values are not recommended for survey control.
 NG0660
 NG0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0660.See file dsdata.pdf to determine how the superseded data were derived.
 NG0660
 NG0660_MARKER: 22 = AIRWAY BEACON
 NG0660
 NG0660  HISTORY     - Date     Condition        Report By
 NG0660  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0660
 NG0660                          STATION DESCRIPTION
 NG0660
 NG0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0660'THIS STATION IS AIRWAY BEACON NO. 5, CHICAGO-ST. PAUL AIRLINE,
 NG0660'LOCATED ABOUT 1.1
 NG0660'MILES SOUTH OF THE VILLAGE OF SOMERS, ABOUT 0.95
 NG0660'MILE NORTH ON ROUTE 43, ABOUT 350
 NG0660'FEET WEST OF THE C. AND N. W. R. R.,
 NG0660'AND ABOUT 50 FEET WEST OF A GRAVEL ROAD.  THE BEACON
 NG0660'IS ON LANE
 NG0660'FORMERLY OWNED BY M. R. KELLEY, BUT THE PRESENT OWNERSHIP COULD NOT
 NG0660'BE LEARNED.  THE
 NG0660'BEACON WAS PLACED IN ITS PRESENT LOCATION IN 1932.
 NG0660'
 NG0660'THE BEACON IS A STANDARD ORANGE-AND-WHITE 50-FOOT REVOLVING
 NG0660'AIRWAY BEACON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7215 ***********************************************************************
 DN7215  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7215  DESIGNATION -  CHICOG W GPS
 DN7215  PID         -  DN7215
 DN7215  STATE/COUNTY-  WI/WASHBURN
 DN7215  COUNTRY     -  US
 DN7215  USGS QUAD   -  FROG LAKE (2019)
 DN7215
 DN7215                         *CURRENT SURVEY CONTROL
 DN7215  ______________________________________________________________________
 DN7215* NAD 83(2011) POSITION- 46 03 50.88431(N) 092 02 19.66107(W)   ADJUSTED
 DN7215* NAD 83(2011) ELLIP HT-   273.017 (meters)        (04/15/13)   ADJUSTED
 DN7215* NAD 83(2011) EPOCH   -  2010.00
 DN7215* NAVD 88 ORTHO HEIGHT -   299.85  (meters)      983.8   (feet) GPS OBS
 DN7215  ______________________________________________________________________
 DN7215  GEOID HEIGHT    -        -26.838 (meters)                     GEOID18
 DN7215  NAD 83(2011) X  -   -157,722.648 (meters)                     COMP
 DN7215  NAD 83(2011) Y  - -4,430,572.355 (meters)                     COMP
 DN7215  NAD 83(2011) Z  -  4,570,393.270 (meters)                     COMP
 DN7215  LAPLACE CORR    -         -6.53  (seconds)                    DEFLEC18
 DN7215
 DN7215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7215  Standards:
 DN7215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7215  -------------------------------------------------------------------
 DN7215  NETWORK    0.42   0.69           0.19   0.15   0.35      0.08324530
 DN7215  -------------------------------------------------------------------
 DN7215  Click here for local accuracies and other accuracy information.
 DN7215
 DN7215.The horizontal coordinates were established by GPS observations
 DN7215.and adjusted by the National Geodetic Survey in April 2013.
 DN7215
 DN7215.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7215.been affixed to the stable North American tectonic plate. See 
 DN7215.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7215
 DN7215.The horizontal coordinates are valid at the epoch date displayed above
 DN7215.which is a decimal equivalence of Year/Month/Day.
 DN7215
 DN7215.The orthometric height was determined by GPS observations and a
 DN7215.high-resolution geoid model using precise GPS observation and
 DN7215.processing techniques.
 DN7215
 DN7215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7215.GEOID18 height accuracy estimate available here.
 DN7215
 DN7215.Click photographs - Photos may exist for this station.
 DN7215
 DN7215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7215
 DN7215.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7215
 DN7215.The ellipsoidal height was determined by GPS observations
 DN7215.and is referenced to NAD 83.
 DN7215
 DN7215. The following values were computed from the NAD 83(2011) position.
 DN7215
 DN7215;                    North         East     Units Scale Factor Converg.
 DN7215;SPC WI N     -   101,772.567   442,276.489   MT  0.99994697   -1 28 14.6
 DN7215;SPC WI N     -   333,898.83  1,451,035.45   sFT  0.99994697   -1 28 14.6
 DN7215;UTM  15      - 5,101,622.396   574,342.184   MT  0.99966794   +0 41 32.0
 DN7215
 DN7215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7215!SPC WI N     -   0.99995720  x   0.99994697  =   0.99990417
 DN7215!UTM  15      -   0.99995720  x   0.99966794  =   0.99962516
 DN7215
 DN7215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7434201622(NAD 83)
 DN7215
 DN7215                          SUPERSEDED SURVEY CONTROL
 DN7215
 DN7215  NAD 83(2007)-  46 03 50.88443(N)    092 02 19.66156(W) AD(2002.00) 1
 DN7215  ELLIP H (04/06/12)  273.052  (m)                       GP(2002.00) 1 1
 DN7215  NAVD 88 (05/27/14)  299.85   (m)  UNKNOWN  model used  GPS OBS        
 DN7215  NAVD 88 (10/23/12)  299.85   (m)  GEOID12A model used  GPS OBS        
 DN7215
 DN7215.Superseded values are not recommended for survey control.
 DN7215
 DN7215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7215.See file dsdata.pdf to determine how the superseded data were derived.
 DN7215
 DN7215_MARKER: DD = SURVEY DISK
 DN7215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7215_STAMPING: CHICOG W GPS 2006
 DN7215_MARK LOGO: WIDT
 DN7215_PROJECTION: FLUSH
 DN7215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7215+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DN7215
 DN7215  HISTORY     - Date     Condition        Report By
 DN7215  HISTORY     - 2005     MONUMENTED       WIDT
 DN7215  HISTORY     - 20100728 GOOD             WIDT
 DN7215  HISTORY     - 20140101 GOOD             WIDT
 DN7215
 DN7215                          STATION DESCRIPTION
 DN7215
 DN7215'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN7215'HIGHWAY F SOUTH AND BALD EAGLE DRIVE NORTH APPROXIMATELY 8 MI (12.9
 DN7215'KM) SOUTHWEST OF THE VILLAGE OF MINONG, GO WEST ON STATE HIGHWAY 77
 DN7215'FOR 2.1 MI (3.4 KM) TO BRIDGE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 DN7215'BRIDGE ROAD FOR 0.8 MI (1.3 KM) TO WEBB CREEK DRIVE.  TURN LEFT AND GO
 DN7215'WEST ON WEBB CREEK DRIVE FOR 1.78 MI (2.9 KM) TO THE STATION ON THE
 DN7215'RIGHT.
 DN7215'
 DN7215'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7215'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7215'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7215'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD SURFACE.
 DN7215'THE STATION IS 7.3 M (24.0 FT) NORTH OF THE CENTERLINE OF WEBB CREEK
 DN7215'DRIVE, 1.48 MI (2.4 KM) EAST OF RIVER ROAD, 0.73 MI (1.2 KM) EAST OF
 DN7215'BARKER ROAD, 32.6 M (107.0 FT) EAST OF THE CENTERLINE OF A WOODS ROAD
 DN7215'AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DN7215'SURROUNDING THE STATION.
 DN7215'
 DN7215'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7215'15 DEGREES ABOVE THE HORIZON EXCEPT TREES IN THE SOUTH AND WEST
 DN7215'QUADRANTS EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DN7215
 DN7215                          STATION RECOVERY (2014)
 DN7215
 DN7215'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DN7215'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0352 ***********************************************************************
 ON0352  DESIGNATION -  CHIEN RM 2
 ON0352  PID         -  ON0352
 ON0352  STATE/COUNTY-  WI/CRAWFORD
 ON0352  COUNTRY     -  US
 ON0352  USGS QUAD   -  PRAIRIE DU CHIEN (2018)
 ON0352
 ON0352                         *CURRENT SURVEY CONTROL
 ON0352  ______________________________________________________________________
 ON0352* NAD 83(1986) POSITION- 43 03 54.91   (N) 091 08 19.81   (W)   HD_HELD1
 ON0352* NAVD 88 ORTHO HEIGHT -   193.347 (meters)      634.34  (feet) ADJUSTED
 ON0352  ______________________________________________________________________
 ON0352  GEOID HEIGHT    -        -31.678 (meters)                     GEOID18
 ON0352  DYNAMIC HEIGHT  -        193.299 (meters)      634.18  (feet) COMP
 ON0352  MODELED GRAVITY -    980,369.7   (mgal)                       NAVD 88
 ON0352
 ON0352  VERT ORDER      -  SECOND    CLASS I
 ON0352
 ON0352.The horizontal coordinates were determined by differentially corrected
 ON0352.hand held GPS observations or other comparable positioning techniques
 ON0352.and have an estimated accuracy of +/- 3 meters.
 ON0352
 ON0352.The orthometric height was determined by differential leveling and
 ON0352.adjusted by the WI DEPT OF TRANSP
 ON0352.in May 2012.
 ON0352
 ON0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0352.GEOID18 height accuracy estimate available here.
 ON0352
 ON0352.Click photographs - Photos may exist for this station.
 ON0352
 ON0352.The dynamic height is computed by dividing the NAVD 88
 ON0352.geopotential number by the normal gravity value computed on the
 ON0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0352.degrees latitude (g = 980.6199 gals.).
 ON0352
 ON0352.The modeled gravity was interpolated from observed gravity values.
 ON0352
 ON0352;                    North         East    Units  Estimated Accuracy
 ON0352;SPC WI S     -   118,972.7     507,244.1     MT  (+/- 3 meters HH1 GPS) 
 ON0352
 ON0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5154169742(NAD 83)
 ON0352
 ON0352                          SUPERSEDED SURVEY CONTROL
 ON0352
 ON0352  NAVD 88 (04/20/07)  193.349  (m)          634.35   (f) SUPERSEDED  2 1
 ON0352  NAVD 88 (06/15/91)  193.359  (m)          634.38   (f) SUPERSEDED  1 1
 ON0352  NGVD 29 (??/??/92)  193.407  (m)          634.54   (f) ADJ UNCH    1 1
 ON0352
 ON0352.Superseded values are not recommended for survey control.
 ON0352
 ON0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0352.See file dsdata.pdf to determine how the superseded data were derived.
 ON0352
 ON0352_MARKER: DR = REFERENCE MARK DISK
 ON0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0352_STAMPING: CHIEN NO 2 1958
 ON0352_MARK LOGO: CGS
 ON0352_PROJECTION: FLUSH
 ON0352_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0352+STABILITY: SURFACE MOTION
 ON0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0352+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2007
 ON0352
 ON0352  HISTORY     - Date     Condition        Report By
 ON0352  HISTORY     - 1958     MONUMENTED       CGS
 ON0352  HISTORY     - 1970     GOOD             NGS
 ON0352  HISTORY     - 20031204 GOOD             WIDT
 ON0352  HISTORY     - 20071030 GOOD             WIDT
 ON0352
 ON0352                          STATION DESCRIPTION
 ON0352
 ON0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0352'0.9 MI NE FROM PRAIRIE DU CHIEN.
 ON0352'ABOUT 0.7 MILE NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0352'FROM THE STATION AT PRAIRIE DU CHIEN, THENCE 0.2 MILE EAST
 ON0352'ALONG E. FREDRICK STREET, 0.15 MILE WEST OF STATE HIGHWAY 35,
 ON0352'32.5 FEET NORTH OF THE CENTER LINE OF THE STREET, 33.2 FEET
 ON0352'EAST OF A POWER POLE, 60.76 FEET NORTH AND ACROSS THE STREET
 ON0352'FROM TRIANGULATION STATION CHIEN, 68.7 FEET NORTHEAST AND
 ON0352'ACROSS THE STREET FROM CHIEN RM 1, ABOUT 1 FOOT ABOVE THE LEVEL
 ON0352'OF THE STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 ON0352'LEVEL WITH THE GROUND.  SECTION 19, T 7N, R 6W.
 ON0352
 ON0352                          STATION RECOVERY (2003)
 ON0352
 ON0352'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 ON0352'OWNERSHIP--CITY OF PRAIRIE DU CHIEN.  TO REACH THE STATION FROM THE
 ON0352'JUNCTION OF STATE HIGHWAY 35 (MARQUETTE ROAD) WITH STATE HIGHWAY 27
 ON0352'(EAST BLACKHAWK STREET) IN THE STREET OF PRAIRIE DU CHIEN, GO NORTH ON
 ON0352'STATE HIGHWAY 35 (MARQUETTE ROAD) FOR 1.0 MI (1.61 KM) TO EAST
 ON0352'FREDERICK STREET ON THE LEFT, TURN LEFT AND GO WEST ON EAST FREDERICK
 ON0352'STREET FOR 0.15 MI (0.24 KM) TOTHE STATION ON THE RIGHT.  THE STATION
 ON0352'IS A BRONZE US COAST AND GEODETIC SURVEY REFERENCE MARK DISK SET IN
 ON0352'THE TOP OF A 30-CM SQUARE CONCRETE POST ABOUT LEVEL WITH THE STREET
 ON0352'PAVEMENT.  THE STATION IS 12.3 M (40.4 FT) NORTH OF THE CENTERLINE OF
 ON0352'EAST FREDERICK STREET, 32.8 M (107.6 FT) EAST OF THE TELEPHONE
 ON0352'PEDESTAL, 19.8 M (65.0 FT) WEST OF A POWER POLE, 2 M (6.6 FT) SOUTH OF
 ON0352'A CULTIVATED FIELD, AND 0.6 M (2.0 FT) SOUTH OF AN ORANGE WITNESS
 ON0352'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 ON0352'HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES
 ON0352'DIRECTLY ABOVE.
 ON0352
 ON0352                          STATION RECOVERY (2007)
 ON0352
 ON0352'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 ON0352'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5017 ***********************************************************************
 DK5017  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5017  DESIGNATION -  CHILI GPS
 DK5017  PID         -  DK5017
 DK5017  STATE/COUNTY-  WI/CLARK
 DK5017  COUNTRY     -  US
 DK5017  USGS QUAD   -  LINDSEY (2018)
 DK5017
 DK5017                         *CURRENT SURVEY CONTROL
 DK5017  ______________________________________________________________________
 DK5017* NAD 83(2011) POSITION- 44 35 32.95808(N) 090 21 22.42002(W)   ADJUSTED
 DK5017* NAD 83(2011) ELLIP HT-   352.396 (meters)        (06/27/12)   ADJUSTED
 DK5017* NAD 83(2011) EPOCH   -  2010.00
 DK5017* NAVD 88 ORTHO HEIGHT -   386.10  (meters)     1266.7   (feet) GPS OBS
 DK5017  ______________________________________________________________________
 DK5017  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5017  GEOID HEIGHT    -        -33.705 (meters)                     GEOID12A
 DK5017  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 DK5017  NAD 83(2011) X  -    -28,287.193 (meters)                     COMP
 DK5017  NAD 83(2011) Y  - -4,549,661.692 (meters)                     COMP
 DK5017  NAD 83(2011) Z  -  4,455,460.260 (meters)                     COMP
 DK5017  LAPLACE CORR    -         -6.21  (seconds)                    DEFLEC18
 DK5017
 DK5017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5017  Standards:
 DK5017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5017  -------------------------------------------------------------------
 DK5017  NETWORK    0.30   0.29           0.13   0.11   0.15      0.07603277
 DK5017  -------------------------------------------------------------------
 DK5017  Click here for local accuracies and other accuracy information.
 DK5017
 DK5017.The horizontal coordinates were established by GPS observations
 DK5017.and adjusted by the National Geodetic Survey in June 2012.
 DK5017
 DK5017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5017.been affixed to the stable North American tectonic plate. See 
 DK5017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5017
 DK5017.The horizontal coordinates are valid at the epoch date displayed above
 DK5017.which is a decimal equivalence of Year/Month/Day.
 DK5017
 DK5017.The orthometric height was determined by GPS observations and a
 DK5017.high-resolution geoid model using precise GPS observation and
 DK5017.processing techniques.
 DK5017
 DK5017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5017.GEOID18 height accuracy estimate available here.
 DK5017
 DK5017.Click photographs - Photos may exist for this station.
 DK5017
 DK5017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5017
 DK5017.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5017
 DK5017.The ellipsoidal height was determined by GPS observations
 DK5017.and is referenced to NAD 83.
 DK5017
 DK5017. The following values were computed from the NAD 83(2011) position.
 DK5017
 DK5017;                    North         East     Units Scale Factor Converg.
 DK5017;SPC WI C     -    84,417.829   571,715.608   MT  0.99995290   -0 15 04.8
 DK5017;SPC WI C     -   276,960.83  1,875,703.62   sFT  0.99995290   -0 15 04.8
 DK5017;UTM  15      - 4,941,082.771   709,842.573   MT  1.00014153   +1 51 24.3
 DK5017
 DK5017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5017!SPC WI C     -   0.99994475  x   0.99995290  =   0.99989765
 DK5017!UTM  15      -   0.99994475  x   1.00014153  =   1.00008627
 DK5017
 DK5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0984241082(NAD 83)
 DK5017
 DK5017                          SUPERSEDED SURVEY CONTROL
 DK5017
 DK5017  NAD 83(2007)-  44 35 32.95820(N)    090 21 22.42075(W) AD(2002.00) 1
 DK5017  ELLIP H (07/29/08)  352.422  (m)                       GP(2002.00) 3 1
 DK5017  NAVD 88 (07/29/08)  386.08   (m)  GEOID03  model used  GPS OBS        
 DK5017
 DK5017.Superseded values are not recommended for survey control.
 DK5017
 DK5017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5017.See file dsdata.pdf to determine how the superseded data were derived.
 DK5017
 DK5017_MARKER: DD = SURVEY DISK
 DK5017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5017_STAMPING: CHILI GPS 2005
 DK5017_MARK LOGO: WIDT
 DK5017_PROJECTION: FLUSH
 DK5017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5017+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2011
 DK5017
 DK5017  HISTORY     - Date     Condition        Report By
 DK5017  HISTORY     - 2004     MONUMENTED       WIDT
 DK5017  HISTORY     - 20061204 GOOD             WIDT
 DK5017  HISTORY     - 20110728 GOOD             WIDT
 DK5017
 DK5017                          STATION DESCRIPTION
 DK5017
 DK5017'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5017'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DK5017'HIGHWAY Y TO THE NORTH AND BADGER AVENUE TO THE SOUTH ABOUT 2 MI (3.2
 DK5017'KM) SOUTH OF THE COMMUNITY OF CHILI, GO SOUTH ON BADGER AVENUE FOR
 DK5017'0.35 MI (0.6 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DK5017'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DK5017'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DK5017'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE
 DK5017'ROAD PAVEMENT.  THE STATION IS 8.1 M (26.6 FT) WEST OF THE CENTERLINE
 DK5017'OF BADGER AVENUE, 24 M (78.7 FT) NORTH OF THE EXTENDED CENTER OF A
 DK5017'PRIVATE ENTRANCE --N4736--, 1.0 M (3.3 FT) NORTH AND SOUTH OF AN
 DK5017'ORANGE 4X4 PLASTIC WITNESS POST, AND 0.5 M (1.6 FT) EAST OF A BARBED
 DK5017'WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5017'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5017
 DK5017                          STATION RECOVERY (2011)
 DK5017
 DK5017'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0193 ***********************************************************************
 PN0193  DESIGNATION -  CHILTON
 PN0193  PID         -  PN0193
 PN0193  STATE/COUNTY-  WI/CALUMET
 PN0193  COUNTRY     -  US
 PN0193  USGS QUAD   -  CHILTON (2018)
 PN0193
 PN0193                         *CURRENT SURVEY CONTROL
 PN0193  ______________________________________________________________________
 PN0193* NAD 83(1986) POSITION- 44 01 46.     (N) 088 09 53.     (W)   SCALED
 PN0193* NAVD 88 ORTHO HEIGHT -   275.002 (meters)      902.24  (feet) ADJUSTED
 PN0193  ______________________________________________________________________
 PN0193  GEOID HEIGHT    -        -36.058 (meters)                     GEOID18
 PN0193  DYNAMIC HEIGHT  -        274.948 (meters)      902.06  (feet) COMP
 PN0193  MODELED GRAVITY -    980,417.0   (mgal)                       NAVD 88
 PN0193
 PN0193  VERT ORDER      -  SECOND    CLASS 0
 PN0193
 PN0193.The horizontal coordinates were scaled from a map and have
 PN0193.an estimated accuracy of +/- 6 seconds.
 PN0193
 PN0193.The orthometric height was determined by differential leveling and
 PN0193.adjusted by the NATIONAL GEODETIC SURVEY
 PN0193.in June 1991.
 PN0193
 PN0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0193.GEOID18 height accuracy estimate available here.
 PN0193
 PN0193.Click photographs - Photos may exist for this station.
 PN0193
 PN0193.The dynamic height is computed by dividing the NAVD 88
 PN0193.geopotential number by the normal gravity value computed on the
 PN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0193.degrees latitude (g = 980.6199 gals.).
 PN0193
 PN0193.The modeled gravity was interpolated from observed gravity values.
 PN0193
 PN0193;                    North         East    Units  Estimated Accuracy
 PN0193;SPC WI S     -   227,080.      747,120.      MT  (+/- 180 meters Scaled)
 PN0193
 PN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP066758(NAD 83)
 PN0193
 PN0193                          SUPERSEDED SURVEY CONTROL
 PN0193
 PN0193  NGVD 29 (??/??/92)  275.000  (m)          902.23   (f) ADJ UNCH    2 0
 PN0193
 PN0193.Superseded values are not recommended for survey control.
 PN0193
 PN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0193.See file dsdata.pdf to determine how the superseded data were derived.
 PN0193
 PN0193_MARKER: DB = BENCH MARK DISK
 PN0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0193_SP_SET: BUILDING WALL
 PN0193_STAMPING: CHILTON 1934
 PN0193_MARK LOGO: CGS
 PN0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0193
 PN0193  HISTORY     - Date     Condition        Report By
 PN0193  HISTORY     - 1934     MONUMENTED       CGS
 PN0193  HISTORY     - 1942     GOOD             LOCENG
 PN0193  HISTORY     - 19950429 GOOD             USPSQD
 PN0193  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 PN0193  HISTORY     - 20030630 MARK NOT FOUND   USPSQD
 PN0193
 PN0193                          STATION DESCRIPTION
 PN0193
 PN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0193'AT CHILTON.
 PN0193'AT CHILTON ALONG SCHOOL STREET AT PUBLIC SCHOOL (THIS BUILDING
 PN0193'IS TO BECOME CITY HALL WHEN NEW SCHOOL DISTRICT IS COMPLETED).
 PN0193'SET VERTICALLY IN SOUTHEAST WALL, 8 1/2 FEET SOUTHWEST OF
 PN0193'CENTERLINE OF SOUTHEAST ENTRANCE AND 4 FEET ABOVE GROUND.
 PN0193
 PN0193                          STATION RECOVERY (1942)
 PN0193
 PN0193'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 PN0193'RECOVERED IN GOOD CONDITION.
 PN0193
 PN0193                          STATION RECOVERY (1995)
 PN0193
 PN0193'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0193'RECOVERED IN GOOD CONDITION.
 PN0193
 PN0193                          STATION RECOVERY (1995)
 PN0193
 PN0193'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0193'MARK NOT FOUND.
 PN0193
 PN0193                          STATION RECOVERY (2003)
 PN0193
 PN0193'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0193'STATION NOT FOUND.  THE CITY HALL BUILDING WAS TORN DOWN IN 1995 AND A
 PN0193'NEW BUILDING CONSTRUCTED IN 1996.  ACCORDING TO A CITY ENGINEER, THE
 PN0193'DISK WAS RETURNED TO NGS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1205 ***********************************************************************
 PN1205  DESIGNATION -  CHILTON
 PN1205  PID         -  PN1205
 PN1205  STATE/COUNTY-  WI/CALUMET
 PN1205  COUNTRY     -  US
 PN1205  USGS QUAD   -  CHILTON (2018)
 PN1205
 PN1205                         *CURRENT SURVEY CONTROL
 PN1205  ______________________________________________________________________
 PN1205* NAD 83(1991) POSITION- 44 01 59.66022(N) 088 10 11.97103(W)   ADJUSTED
 PN1205* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 PN1205  ______________________________________________________________________
 PN1205  GEOID HEIGHT    -        -36.062 (meters)                     GEOID18
 PN1205  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 PN1205  HORZ ORDER      -  THIRD
 PN1205
 PN1205.The horizontal coordinates were established by classical geodetic methods
 PN1205.and adjusted by the National Geodetic Survey in November 1991.
 PN1205
 PN1205.The orthometric height was scaled from a topographic map.
 PN1205
 PN1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1205.GEOID18 height accuracy estimate available here.
 PN1205
 PN1205.Click photographs - Photos may exist for this station.
 PN1205
 PN1205.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1205
 PN1205. The following values were computed from the NAD 83(1991) position.
 PN1205
 PN1205;                    North         East     Units Scale Factor Converg.
 PN1205;SPC WI S     -   227,489.923   746,683.265   MT  0.99999338   +1 15 26.7
 PN1205;SPC WI S     -   746,356.52  2,449,743.35   sFT  0.99999338   +1 15 26.7
 PN1205;UTM  16      - 4,876,230.007   406,249.089   MT  0.99970810   -0 48 47.9
 PN1205
 PN1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1205!SPC WI S     -   0.99996128  x   0.99999338  =   0.99995466
 PN1205!UTM  16      -   0.99996128  x   0.99970810  =   0.99966939
 PN1205
 PN1205:                Primary Azimuth Mark                     Grid Az
 PN1205:SPC WI S     -  CHILTON AZ MK                            052 56 15.0
 PN1205:UTM  16      -  CHILTON AZ MK                            055 00 29.6
 PN1205
 PN1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0624976230(NAD 83)
 PN1205
 PN1205|---------------------------------------------------------------------|
 PN1205| PID    Reference Object                     Distance      Geod. Az  |
 PN1205|                                                           dddmmss.s |
 PN1205| CI7810 CHILTON RM 1                         21.836 METERS 01004     |
 PN1205| CI7809 CHILTON AZ MK                                      0541141.7 |
 PN1205| CI7811 CHILTON RM 2                         18.576 METERS 11046     |
 PN1205| PN0909 ST MARTINS CATH CH SPIRE            APPROX. 6.2 KM 1155155.4 |
 PN1205| PN0915 CHILTON ST MARYS CATH CH TOWER      APPROX. 0.8 KM 1211501.3 |
 PN1205| OM0668 CHARLESBURG ST CHARLES CATH CH      APPROX. 7.0 KM 1823435.3 |
 PN1205| PN0916 CHILTON MUNICIPAL TANK               11.108 METERS 27423     |
 PN1205|---------------------------------------------------------------------|
 PN1205
 PN1205                          SUPERSEDED SURVEY CONTROL
 PN1205
 PN1205  NAD 83(1986)-  44 01 59.65153(N)    088 10 11.96858(W) AD(       ) 3
 PN1205  NAD 27      -  44 01 59.68200(N)    088 10 11.60500(W) AD(       ) 3
 PN1205
 PN1205.Superseded values are not recommended for survey control.
 PN1205
 PN1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1205.See file dsdata.pdf to determine how the superseded data were derived.
 PN1205
 PN1205_MARKER: DS = TRIANGULATION STATION DISK
 PN1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1205_STAMPING: CHILTON 1953
 PN1205_MARK LOGO: CGS
 PN1205_PROJECTION: FLUSH
 PN1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1205+STABILITY: SURFACE MOTION
 PN1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN1205+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 PN1205
 PN1205  HISTORY     - Date     Condition        Report By
 PN1205  HISTORY     - 1953     MONUMENTED       CGS
 PN1205  HISTORY     - 1980     GOOD             USGS
 PN1205  HISTORY     - 19941119 GOOD             USPSQD
 PN1205  HISTORY     - 20011203 GOOD             NGS
 PN1205  HISTORY     - 20030630 GOOD             USPSQD
 PN1205  HISTORY     - 20060908 MARK NOT FOUND   USPSQD
 PN1205
 PN1205                          STATION DESCRIPTION
 PN1205
 PN1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN1205'THE STATION IS LOCATED IN THE TOWN OF CHILTON AT THE NORTHWEST
 PN1205'EDGE OF TOWN AT THE MUNICIPAL WATER TANK.  IT IS 86 FEET WEST OF
 PN1205'THE CENTER OF COUNTY HIGHWAY F, 26.7 SOUTHEAST OF THE NORTHEAST
 PN1205'LEG OF THE WATER TANK, 24.9 FEET NORTHEAST OF THE SOUTHEAST
 PN1205'LEG OF THE WATER TANK AND 22 FEET NORTH OF A FENCE LINE.
 PN1205'THE MARK IS FLUSH AND THE DISK IS STAMPED CHILTON 1953.
 PN1205'
 PN1205'REFERENCE MARK NO. 1 IS 64 FEET NORTHEAST OF THE NORTHEAST LEG
 PN1205'OF THE WATER TANK AND 25 FEET WEST OF THE CENTER OF COUNTY
 PN1205'HIGHWAY F.  THE MARK IS FLUSH AND THE DISK IS STAMPED CHILTON
 PN1205'NO 1 1953.
 PN1205'
 PN1205'REFERENCE MARK NO. 2 IS 52 FEET WEST OF THE CENTER OF COUNTY
 PN1205'HIGHWAY F, 3 FEET NORTHWEST OF A 14 INCH BOX ELDER TREE.  THE
 PN1205'MARK IS FLUSH AND THE DISK IS STAMPED CHILTON NO 2 1953.
 PN1205'
 PN1205'AZIMUTH MARK IS CEMENTED IS A DRILL HOLE IN THE SOUTHWEST END
 PN1205'OF THE NORTHWEST END OF A CONCRETE BOX CULVERT, 45 FEET NORTHWEST
 PN1205'OF THE INTERSECTION OF STATE HIGHWAY 57 AND BREED STREET, 40
 PN1205'FEET EAST OF THE CENTER OF HIGHWAY 57 AND 24 FEET NORTH OF THE
 PN1205'CENTER OF BREED STREET.  THE DISK IS A STANDARD AZIMUTH MARK
 PN1205'DISK STAMPED CHILTON 1953.
 PN1205'
 PN1205'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CHILTON,
 PN1205'MAIN AND MADISON STREETS, GO NORTH ON MADISON STREET FOR 0.3
 PN1205'MILE TO GRAND AVENUE (*), TURN LEFT AND GO WEST ON GRAND
 PN1205'AVENUE FOR 0.3 MILE TO CHILTON MUNI. WATER TANK AND STATION
 PN1205'AS DESCRIBED.
 PN1205'
 PN1205'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTH
 PN1205'ON MADISON STREET, STATE HIGHWAY 57, FOR 0.3 MILE TO THE
 PN1205'INTERSECTION WITH BREED STREET AND THE AZIMUTH MARK ON THE
 PN1205'LEFT AS DESCRIBED.
 PN1205'
 PN1205'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PN1205
 PN1205                          STATION RECOVERY (1980)
 PN1205
 PN1205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (DP)
 PN1205'CHILTON 1953 RECOVERED GOOD.
 PN1205'
 PN1205'CHILTON NO 2 1953 RECOVERED GOOD.
 PN1205'
 PN1205'AZIMUTH MARK RECOVERED GOOD.
 PN1205'
 PN1205'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY OF CHILTON
 PN1205'NW SIDE.
 PN1205
 PN1205                          STATION RECOVERY (1994)
 PN1205
 PN1205'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN1205'RECOVERED IN GOOD CONDITION.
 PN1205
 PN1205                          STATION RECOVERY (2001)
 PN1205
 PN1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN1205'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN1205
 PN1205                          STATION RECOVERY (2003)
 PN1205
 PN1205'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1205'STATION RECOVERED IN GOOD CONDITION.  THE WATER TOWER IS GONE.  THE
 PN1205'STATION IS IN LINE WITH THE CENTER OF GRAND STREET EXTENDED AND 1.2
 PN1205'FEET NORTH-NORTHEAST OF A WHITE METAL WITNESS POST.
 PN1205'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE NOT FOUND.  THE
 PN1205'CONCRETE CULVERT CONTAINING THE AZIMUTH MARK WAS GROUND DOWN AND WILL
 PN1205'BE REPLACED IN 2004.
 PN1205
 PN1205                          STATION RECOVERY (2006)
 PN1205
 PN1205'RECOVERY NOTE BY US POWER SQUADRON 2006 (JK)
 PN1205'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7550 ***********************************************************************
 DE7550  DESIGNATION -  CHILTON GPS
 DE7550  PID         -  DE7550
 DE7550  STATE/COUNTY-  WI/CALUMET
 DE7550  COUNTRY     -  US
 DE7550  USGS QUAD   -  CHILTON (2018)
 DE7550
 DE7550                         *CURRENT SURVEY CONTROL
 DE7550  ______________________________________________________________________
 DE7550* NAD 83(2011) POSITION- 44 00 00.75567(N) 088 11 51.57253(W)   ADJUSTED
 DE7550* NAD 83(2011) ELLIP HT-   248.562 (meters)        (06/27/12)   ADJUSTED
 DE7550* NAD 83(2011) EPOCH   -  2010.00
 DE7550* NAVD 88 ORTHO HEIGHT -   284.610 (meters)      933.76  (feet) ADJUSTED
 DE7550  ______________________________________________________________________
 DE7550  GEOID HEIGHT    -        -36.039 (meters)                     GEOID18
 DE7550  NAD 83(2011) X  -    144,540.182 (meters)                     COMP
 DE7550  NAD 83(2011) Y  - -4,593,365.382 (meters)                     COMP
 DE7550  NAD 83(2011) Z  -  4,408,281.056 (meters)                     COMP
 DE7550  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 DE7550  DYNAMIC HEIGHT  -        284.554 (meters)      933.57  (feet) COMP
 DE7550  MODELED GRAVITY -    980,414.4   (mgal)                       NAVD 88
 DE7550
 DE7550  VERT ORDER      -  SECOND    CLASS I
 DE7550
 DE7550  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7550  Standards:
 DE7550         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7550            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7550  -------------------------------------------------------------------
 DE7550  NETWORK    0.26   0.31           0.12   0.09   0.16      0.04093516
 DE7550  -------------------------------------------------------------------
 DE7550  Click here for local accuracies and other accuracy information.
 DE7550
 DE7550.The horizontal coordinates were established by GPS observations
 DE7550.and adjusted by the National Geodetic Survey in June 2012.
 DE7550
 DE7550.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7550.been affixed to the stable North American tectonic plate. See 
 DE7550.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7550
 DE7550.The horizontal coordinates are valid at the epoch date displayed above
 DE7550.which is a decimal equivalence of Year/Month/Day.
 DE7550
 DE7550.The orthometric height was determined by differential leveling and
 DE7550.adjusted by the WI DEPT OF TRANSP
 DE7550.in May 2012.
 DE7550
 DE7550.No vertical observational check was made to the station.
 DE7550
 DE7550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7550.GEOID18 height accuracy estimate available here.
 DE7550
 DE7550.Click photographs - Photos may exist for this station.
 DE7550
 DE7550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7550
 DE7550.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7550
 DE7550.The ellipsoidal height was determined by GPS observations
 DE7550.and is referenced to NAD 83.
 DE7550
 DE7550.The dynamic height is computed by dividing the NAVD 88
 DE7550.geopotential number by the normal gravity value computed on the
 DE7550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7550.degrees latitude (g = 980.6199 gals.).
 DE7550
 DE7550.The modeled gravity was interpolated from observed gravity values.
 DE7550
 DE7550. The following values were computed from the NAD 83(2011) position.
 DE7550
 DE7550;                    North         East     Units Scale Factor Converg.
 DE7550;SPC WI S     -   223,772.574   744,545.289   MT  0.99998718   +1 14 18.2
 DE7550;SPC WI S     -   734,160.52  2,442,729.00   sFT  0.99998718   +1 14 18.2
 DE7550;UTM  16      - 4,872,593.347   403,978.834   MT  0.99971340   -0 49 55.3
 DE7550
 DE7550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7550!SPC WI S     -   0.99996103  x   0.99998718  =   0.99994821
 DE7550!UTM  16      -   0.99996103  x   0.99971340  =   0.99967444
 DE7550
 DE7550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0397872593(NAD 83)
 DE7550
 DE7550                          SUPERSEDED SURVEY CONTROL
 DE7550
 DE7550  NAD 83(2007)-  44 00 00.75573(N)    088 11 51.57335(W) AD(2002.00) 0
 DE7550  ELLIP H (02/10/07)  248.602  (m)                       GP(2002.00)    
 DE7550  NAD 83(1997)-  44 00 00.75577(N)    088 11 51.57344(W) AD(       ) B
 DE7550  ELLIP H (06/11/03)  248.599  (m)                       GP(       ) 4 1
 DE7550  NAVD 88             284.57   (m)          933.6    (f) LEVELING    3  
 DE7550  NAVD 88 (04/20/07)  284.573  (m)          933.64   (f) SUPERSEDED  2 1
 DE7550  NAVD 88             284.58   (m)          933.7    (f) LEVELING    3  
 DE7550  NAVD 88 (05/16/03)  284.583  (m)          933.67   (f) SUPERSEDED  2 1
 DE7550
 DE7550.Superseded values are not recommended for survey control.
 DE7550
 DE7550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7550.See file dsdata.pdf to determine how the superseded data were derived.
 DE7550
 DE7550_MARKER: DD = SURVEY DISK
 DE7550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7550_STAMPING: CHILTON GPS 2001
 DE7550_MARK LOGO: WIDT
 DE7550_PROJECTION: FLUSH
 DE7550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7550+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DE7550
 DE7550  HISTORY     - Date     Condition        Report By
 DE7550  HISTORY     - 2000     MONUMENTED       WIDT
 DE7550  HISTORY     - 20030630 GOOD             USPSQD
 DE7550  HISTORY     - 20050817 GOOD             WIDT
 DE7550  HISTORY     - 20061001 GOOD             USPSQD
 DE7550
 DE7550                          STATION DESCRIPTION
 DE7550
 DE7550'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7550'THE STATION IS LOCATED ABOUT 31 KM SOUTHEAST OF APPLETON AND 27 KM
 DE7550'EAST OF OSHKOSH. OWNERSHIP--TOWN OF CHILTON. TO REACH THE STATION
 DE7550'FROM THE NORTHERN JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 32
 DE7550'(MAIN STREET AND MADISON ST) IN THE CITY OF CHILTON, GO SOUTHWEST ON
 DE7550'US HIGHWAY 151 (MAIN STREET) FOR 2.1 KM TO HARLOW ROAD ON THE LEFT,
 DE7550'TURN LEFT AND GO SOUTH ON HARLOW ROAD FOR 1.8 KM TO COFFEEN ROAD ON
 DE7550'THE LEFT AND HARLOW ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON
 DE7550'HARLOW ROAD FOR 0.9 KM TO RIVER SPRINGS ROAD ON THE RIGHT, CONTINUE
 DE7550'WEST ON HARLOW ROAD FOR 0.2 KM TO THE STATION ON THE LEFT. THE
 DE7550'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7550'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER ROUND
 DE7550'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M ABOVE THE ROAD
 DE7550'PAVEMENT. THE STATION IS 9.8 M SOUTH OF THE CENTERLINE OF HARLOW
 DE7550'ROAD, 76 M WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DE7550'--W3180-- , 3 M NORTH OF A CULTIVATED FIELD AND 0.6 M NORTH OF A
 DE7550'WHITE PLASTIC WITNESS POST. --- NOTE---THIS STATION HAS NO VISIBLE
 DE7550'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7550
 DE7550                          STATION RECOVERY (2003)
 DE7550
 DE7550'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7550'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 28 M
 DE7550'EAST OF ADDRESS 3202.
 DE7550
 DE7550                          STATION RECOVERY (2005)
 DE7550
 DE7550'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7550'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 DE7550'POST PRESENT.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M EAST, AND 1.0 M
 DE7550'WEST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 DE7550
 DE7550                          STATION RECOVERY (2006)
 DE7550
 DE7550'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7627 ***********************************************************************
 DE7627  DESIGNATION -  CHILTON N GPS
 DE7627  PID         -  DE7627
 DE7627  STATE/COUNTY-  WI/CALUMET
 DE7627  COUNTRY     -  US
 DE7627  USGS QUAD   -  CHILTON (2018)
 DE7627
 DE7627                         *CURRENT SURVEY CONTROL
 DE7627  ______________________________________________________________________
 DE7627* NAD 83(2011) POSITION- 44 06 31.62966(N) 088 09 51.01476(W)   ADJUSTED
 DE7627* NAD 83(2011) ELLIP HT-   236.982 (meters)        (06/27/12)   ADJUSTED
 DE7627* NAD 83(2011) EPOCH   -  2010.00
 DE7627* NAVD 88 ORTHO HEIGHT -   273.069 (meters)      895.89  (feet) ADJUSTED
 DE7627  ______________________________________________________________________
 DE7627  GEOID HEIGHT    -        -36.086 (meters)                     GEOID18
 DE7627  NAD 83(2011) X  -    146,955.872 (meters)                     COMP
 DE7627  NAD 83(2011) Y  - -4,584,887.002 (meters)                     COMP
 DE7627  NAD 83(2011) Z  -  4,416,943.654 (meters)                     COMP
 DE7627  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 DE7627  DYNAMIC HEIGHT  -        273.020 (meters)      895.73  (feet) COMP
 DE7627  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 DE7627
 DE7627  VERT ORDER      -  SECOND    CLASS I
 DE7627
 DE7627  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7627  Standards:
 DE7627         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7627            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7627  -------------------------------------------------------------------
 DE7627  NETWORK    0.46   0.41           0.20   0.17   0.21     -0.02930929
 DE7627  -------------------------------------------------------------------
 DE7627  Click here for local accuracies and other accuracy information.
 DE7627
 DE7627.The horizontal coordinates were established by GPS observations
 DE7627.and adjusted by the National Geodetic Survey in June 2012.
 DE7627
 DE7627.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7627.been affixed to the stable North American tectonic plate. See 
 DE7627.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7627
 DE7627.The horizontal coordinates are valid at the epoch date displayed above
 DE7627.which is a decimal equivalence of Year/Month/Day.
 DE7627
 DE7627.The orthometric height was determined by differential leveling and
 DE7627.adjusted by the WI DEPT OF TRANSP
 DE7627.in May 2012.
 DE7627
 DE7627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7627.GEOID18 height accuracy estimate available here.
 DE7627
 DE7627.Click photographs - Photos may exist for this station.
 DE7627
 DE7627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7627
 DE7627.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7627
 DE7627.The ellipsoidal height was determined by GPS observations
 DE7627.and is referenced to NAD 83.
 DE7627
 DE7627.The dynamic height is computed by dividing the NAVD 88
 DE7627.geopotential number by the normal gravity value computed on the
 DE7627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7627.degrees latitude (g = 980.6199 gals.).
 DE7627
 DE7627.The modeled gravity was interpolated from observed gravity values.
 DE7627
 DE7627. The following values were computed from the NAD 83(2011) position.
 DE7627
 DE7627;                    North         East     Units Scale Factor Converg.
 DE7627;SPC WI S     -   235,892.462   746,964.992   MT  1.00000883   +1 15 41.1
 DE7627;SPC WI S     -   773,923.85  2,450,667.64   sFT  1.00000883   +1 15 41.1
 DE7627;UTM  16      - 4,884,614.412   406,834.143   MT  0.99970675   -0 48 37.3
 DE7627
 DE7627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7627!SPC WI S     -   0.99996284  x   1.00000883  =   0.99997167
 DE7627!UTM  16      -   0.99996284  x   0.99970675  =   0.99966960
 DE7627
 DE7627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0683484614(NAD 83)
 DE7627
 DE7627                          SUPERSEDED SURVEY CONTROL
 DE7627
 DE7627  NAD 83(2007)-  44 06 31.62973(N)    088 09 51.01559(W) AD(2002.00) 0
 DE7627  ELLIP H (02/10/07)  237.024  (m)                       GP(2002.00)    
 DE7627  NAD 83(1997)-  44 06 31.62980(N)    088 09 51.01570(W) AD(       ) 1
 DE7627  ELLIP H (06/11/03)  237.016  (m)                       GP(       ) 3 1
 DE7627  NAVD 88             273.03   (m)          895.8    (f) LEVELING    3  
 DE7627  NAVD 88 (04/20/07)  273.030  (m)          895.77   (f) SUPERSEDED  2 1
 DE7627  NAVD 88             273.05   (m)          895.8    (f) LEVELING    3  
 DE7627  NAVD 88 (05/16/03)  273.046  (m)          895.82   (f) SUPERSEDED  2 1
 DE7627
 DE7627.Superseded values are not recommended for survey control.
 DE7627
 DE7627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7627.See file dsdata.pdf to determine how the superseded data were derived.
 DE7627
 DE7627_MARKER: DD = SURVEY DISK
 DE7627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7627_STAMPING: CHILTON N GPS 2001
 DE7627_MARK LOGO: WIDT
 DE7627_PROJECTION: FLUSH
 DE7627_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7627+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2006
 DE7627
 DE7627  HISTORY     - Date     Condition        Report By
 DE7627  HISTORY     - 2000     MONUMENTED       WIDT
 DE7627  HISTORY     - 20030630 GOOD             USPSQD
 DE7627  HISTORY     - 20050817 GOOD             WIDT
 DE7627  HISTORY     - 20061025 GOOD             USPSQD
 DE7627
 DE7627                          STATION DESCRIPTION
 DE7627
 DE7627'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7627'THE STATION IS LOCATED ABOUT 27 KM SOUTHEAST OF APPLETON, 11 KM
 DE7627'SOUTHWEST OF BRILLION, AND 9 KM NORTH OF CHILTON. TO REACH THE
 DE7627'STATION FROM THE NORTHERN JUNCTION OF US HIGHWAY 151 WITH STATE
 DE7627'HIGHWAY 32 AND STATE HIGHWAY 57 IN THE CITY OF CHILTON, GO NORTH ON
 DE7627'STATE HIGHWAY 32 AND STATE HIGHWAY 57 FOR 7.5 KM TO MEULLER ROAD ON
 DE7627'THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 32 AND 57 FOR 1.4 KM TO
 DE7627'THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DE7627'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DE7627'OF A 41-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH THE HIGHWAY
 DE7627'PAVEMENT. THE STATION IS 16.2 M WEST OF THE CENTERLINE OF STATE
 DE7627'HIGHWAY 32, 55.5 M SOUTH OF THE CENTERLINE OF SCHNEIDER ROAD, 48.3 M
 DE7627'SOUTH OF A WOOD POST FOR A --STOP-- SIGN, 25.6 M NORTH OF WOOD POST
 DE7627'FOR A --ADOPT A HIGHWAY-- SIGN, AND 0.9 M EAST OF A WHITE PLASTIC
 DE7627'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7627'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7627
 DE7627                          STATION RECOVERY (2003)
 DE7627
 DE7627'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7627'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS IN THE
 DE7627'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DE7627
 DE7627                          STATION RECOVERY (2005)
 DE7627
 DE7627'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7627'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 DE7627'POST PRESENT.
 DE7627
 DE7627                          STATION RECOVERY (2006)
 DE7627
 DE7627'RECOVERY NOTE BY US POWER SQUADRON 2006 (JK)
 DE7627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0915 ***********************************************************************
 PN0915  DESIGNATION -  CHILTON ST MARYS CATH CH TOWER
 PN0915  PID         -  PN0915
 PN0915  STATE/COUNTY-  WI/CALUMET
 PN0915  COUNTRY     -  US
 PN0915  USGS QUAD   -  CHILTON (2018)
 PN0915
 PN0915                         *CURRENT SURVEY CONTROL
 PN0915  ______________________________________________________________________
 PN0915* NAD 83(1991) POSITION- 44 01 46.04900(N) 088 09 40.88475(W)   ADJUSTED
 PN0915  ______________________________________________________________________
 PN0915  GEOID HEIGHT    -        -36.057 (meters)                     GEOID18
 PN0915  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 PN0915  HORZ ORDER      -  THIRD
 PN0915
 PN0915.The horizontal coordinates were established by classical geodetic methods
 PN0915.and adjusted by the National Geodetic Survey in November 1991.
 PN0915
 PN0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0915.GEOID18 height accuracy estimate available here.
 PN0915
 PN0915.Click photographs - Photos may exist for this station.
 PN0915
 PN0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0915
 PN0915. The following values were computed from the NAD 83(1991) position.
 PN0915
 PN0915;                    North         East     Units Scale Factor Converg.
 PN0915;SPC WI S     -   227,085.148   747,384.555   MT  0.99999265   +1 15 48.0
 PN0915;SPC WI S     -   745,028.52  2,452,044.16   sFT  0.99999265   +1 15 48.0
 PN0915;UTM  16      - 4,875,800.280   406,935.100   MT  0.99970652   -0 48 26.0
 PN0915
 PN0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0693575800(NAD 83)
 PN0915
 PN0915                          SUPERSEDED SURVEY CONTROL
 PN0915
 PN0915  NAD 83(1986)-  44 01 46.04017(N)    088 09 40.88226(W) AD(       ) 3
 PN0915  NAD 27      -  44 01 46.12700(N)    088 09 40.65100(W) AD(       ) 3
 PN0915
 PN0915.Superseded values are not recommended for survey control.
 PN0915
 PN0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0915.See file dsdata.pdf to determine how the superseded data were derived.
 PN0915
 PN0915_MARKER: 55 = TOWER
 PN0915
 PN0915  HISTORY     - Date     Condition        Report By
 PN0915  HISTORY     - 1953     FIRST OBSERVED   CGS
 PN0915  HISTORY     - 19950429 GOOD             USPSQD
 PN0915  HISTORY     - 20011203 GOOD             NGS
 PN0915  HISTORY     - 20030108 GOOD             USPSQD
 PN0915  HISTORY     - 20040307 GOOD             USPSQD
 PN0915
 PN0915                          STATION DESCRIPTION
 PN0915
 PN0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0915'STATION IS THE CENTER OF THE TOP OF A SQUARE, RED BRICK CLOCK
 PN0915'TOWER LOCATED AT THE SOUTHWEST CORNER OF ST. MARYS CATHOLIC
 PN0915'CHURCH, ABOUT 500 FEET EAST OF STATE HIGHWAY 57 AND 100 FEET
 PN0915'NORTH OF EAST MAIN STREET NEAR THE CENTER OF CHILTON.  THE TOWER
 PN0915'IS ABOUT 20 FEET ON EACH SIDE, 75 FEET HIGH AND HAS CLOCKS ON
 PN0915'ALL FOUR SIDES.
 PN0915
 PN0915                          STATION RECOVERY (1995)
 PN0915
 PN0915'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0915'RECOVERED IN GOOD CONDITION.
 PN0915
 PN0915                          STATION RECOVERY (2001)
 PN0915
 PN0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0915'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0915
 PN0915                          STATION RECOVERY (2003)
 PN0915
 PN0915'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0915'RECOVERED IN GOOD CONDITION.
 PN0915
 PN0915                          STATION RECOVERY (2004)
 PN0915
 PN0915'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4313 ***********************************************************************
 DJ4313  DESIGNATION -  CHIMNEY ROCK EAST GPS
 DJ4313  PID         -  DJ4313
 DJ4313  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4313  COUNTRY     -  US
 DJ4313  USGS QUAD   -  ELK CREEK (2018)
 DJ4313
 DJ4313                         *CURRENT SURVEY CONTROL
 DJ4313  ______________________________________________________________________
 DJ4313* NAD 83(2011) POSITION- 44 28 52.43133(N) 091 25 13.64904(W)   ADJUSTED
 DJ4313* NAD 83(2011) ELLIP HT-   235.700 (meters)        (06/27/12)   ADJUSTED
 DJ4313* NAD 83(2011) EPOCH   -  2010.00
 DJ4313* NAVD 88 ORTHO HEIGHT -   266.756 (meters)      875.18  (feet) ADJUSTED
 DJ4313  ______________________________________________________________________
 DJ4313  GEOID HEIGHT    -        -31.055 (meters)                     GEOID18
 DJ4313  NAD 83(2011) X  -   -112,997.237 (meters)                     COMP
 DJ4313  NAD 83(2011) Y  - -4,556,937.252 (meters)                     COMP
 DJ4313  NAD 83(2011) Z  -  4,446,565.506 (meters)                     COMP
 DJ4313  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 DJ4313  DYNAMIC HEIGHT  -        266.725 (meters)      875.08  (feet) COMP
 DJ4313  MODELED GRAVITY -    980,495.5   (mgal)                       NAVD 88
 DJ4313
 DJ4313  VERT ORDER      -  SECOND    CLASS I
 DJ4313
 DJ4313  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4313  Standards:
 DJ4313         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4313            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4313  -------------------------------------------------------------------
 DJ4313  NETWORK    0.33   0.33           0.15   0.12   0.17     -0.00901472
 DJ4313  -------------------------------------------------------------------
 DJ4313  Click here for local accuracies and other accuracy information.
 DJ4313
 DJ4313.The horizontal coordinates were established by GPS observations
 DJ4313.and adjusted by the National Geodetic Survey in June 2012.
 DJ4313
 DJ4313.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4313.been affixed to the stable North American tectonic plate. See 
 DJ4313.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4313
 DJ4313.The horizontal coordinates are valid at the epoch date displayed above
 DJ4313.which is a decimal equivalence of Year/Month/Day.
 DJ4313
 DJ4313.The orthometric height was determined by differential leveling and
 DJ4313.adjusted by the WI DEPT OF TRANSP
 DJ4313.in May 2012.
 DJ4313
 DJ4313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4313.GEOID18 height accuracy estimate available here.
 DJ4313
 DJ4313.Click photographs - Photos may exist for this station.
 DJ4313
 DJ4313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4313
 DJ4313.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4313
 DJ4313.The ellipsoidal height was determined by GPS observations
 DJ4313.and is referenced to NAD 83.
 DJ4313
 DJ4313.The dynamic height is computed by dividing the NAVD 88
 DJ4313.geopotential number by the normal gravity value computed on the
 DJ4313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4313.degrees latitude (g = 980.6199 gals.).
 DJ4313
 DJ4313.The modeled gravity was interpolated from observed gravity values.
 DJ4313
 DJ4313. The following values were computed from the NAD 83(2011) position.
 DJ4313
 DJ4313;                    North         East     Units Scale Factor Converg.
 DJ4313;SPC WI C     -    72,981.379   487,005.151   MT  0.99996432   -1 00 08.1
 DJ4313;SPC WI C     -   239,439.74  1,597,782.73   sFT  0.99996432   -1 00 08.1
 DJ4313;UTM  15      - 4,926,537.686   625,610.622   MT  0.99979403   +1 06 24.8
 DJ4313
 DJ4313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4313!SPC WI C     -   0.99996304  x   0.99996432  =   0.99992737
 DJ4313!UTM  15      -   0.99996304  x   0.99979403  =   0.99975708
 DJ4313
 DJ4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2561026537(NAD 83)
 DJ4313
 DJ4313                          SUPERSEDED SURVEY CONTROL
 DJ4313
 DJ4313  NAD 83(2007)-  44 28 52.43151(N)    091 25 13.64978(W) AD(2002.00) B
 DJ4313  ELLIP H (07/29/08)  235.735  (m)                       GP(2002.00) 4 1
 DJ4313  NAVD 88             266.75   (m)          875.2    (f) LEVELING    3  
 DJ4313  NAVD 88 (07/08/08)  266.745  (m)          875.15   (f) SUPERSEDED  2 1
 DJ4313
 DJ4313.Superseded values are not recommended for survey control.
 DJ4313
 DJ4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4313.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4313
 DJ4313_MARKER: DD = SURVEY DISK
 DJ4313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4313_STAMPING: CHIMNEY ROCK EAST GPS 1992
 DJ4313_MARK LOGO: WI-121
 DJ4313_PROJECTION: FLUSH
 DJ4313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4313+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DJ4313
 DJ4313  HISTORY     - Date     Condition        Report By
 DJ4313  HISTORY     - 1992     MONUMENTED       WI-035
 DJ4313  HISTORY     - 20061108 GOOD             WIDT
 DJ4313  HISTORY     - 20111019 GOOD             WIDT
 DJ4313
 DJ4313                          STATION DESCRIPTION
 DJ4313
 DJ4313'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4313'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4313'HIGHWAY Y ABOUT 7 MI (11.3 KM) SOUTH OF THE VILLAGE OF ELEVA, GO NORTH
 DJ4313'ON STATE HIGHWAY 93 FOR 0.1 MI (0.2 KM) TO STEFFENSON VALLEY ROAD ON
 DJ4313'THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 93 FOR 0.05 MI (0.1 KM) TO
 DJ4313'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY
 DJ4313'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14 INCH)
 DJ4313'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 0.5 M
 DJ4313'(1.6 FT) BELOW WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.6 M (47.9
 DJ4313'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 93, 23.9 M (78.4 FT)
 DJ4313'EAST-NORTHEAST OF A WOOD POST FOR A --JCT COUNTY Y-- SIGN, 19 M (62.3
 DJ4313'FT) NORTH OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 6.2 M (20.3 FT)
 DJ4313'WEST OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND
 DJ4313'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4313'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4313'ABOVE THE HORIZON.
 DJ4313
 DJ4313                          STATION RECOVERY (2011)
 DJ4313
 DJ4313'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4313'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4714 ***********************************************************************
 DJ4714  DESIGNATION -  CHIMNEY ROCK EAST GPS AZ MK
 DJ4714  PID         -  DJ4714
 DJ4714  STATE/COUNTY-  WI/TREMPEALEAU
 DJ4714  COUNTRY     -  US
 DJ4714  USGS QUAD   -  ELK CREEK (2018)
 DJ4714
 DJ4714                         *CURRENT SURVEY CONTROL
 DJ4714  ______________________________________________________________________
 DJ4714* NAD 83(1986) POSITION- 44 28 12.4    (N) 091 24 59.4    (W)   HD_HELD2
 DJ4714* NAVD 88 ORTHO HEIGHT -   264.502 (meters)      867.79  (feet) ADJUSTED
 DJ4714  ______________________________________________________________________
 DJ4714  GEOID HEIGHT    -        -31.068 (meters)                     GEOID18
 DJ4714  DYNAMIC HEIGHT  -        264.471 (meters)      867.69  (feet) COMP
 DJ4714  MODELED GRAVITY -    980,495.1   (mgal)                       NAVD 88
 DJ4714
 DJ4714  VERT ORDER      -  SECOND    CLASS I
 DJ4714
 DJ4714.The horizontal coordinates were established by autonomous hand held GPS
 DJ4714.observations and have an estimated accuracy of +/- 10 meters.
 DJ4714
 DJ4714.The orthometric height was determined by differential leveling and
 DJ4714.adjusted by the WI DEPT OF TRANSP
 DJ4714.in May 2012.
 DJ4714
 DJ4714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4714.GEOID18 height accuracy estimate available here.
 DJ4714
 DJ4714.Click photographs - Photos may exist for this station.
 DJ4714
 DJ4714.The dynamic height is computed by dividing the NAVD 88
 DJ4714.geopotential number by the normal gravity value computed on the
 DJ4714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4714.degrees latitude (g = 980.6199 gals.).
 DJ4714
 DJ4714.The modeled gravity was interpolated from observed gravity values.
 DJ4714
 DJ4714;                    North         East    Units  Estimated Accuracy
 DJ4714;SPC WI C     -    71,740.      487,298.      MT  (+/- 10 meters HH2 GPS)
 DJ4714
 DJ4714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2594925308(NAD 83)
 DJ4714
 DJ4714                          SUPERSEDED SURVEY CONTROL
 DJ4714
 DJ4714  NAVD 88 (07/08/08)  264.491  (m)          867.75   (f) SUPERSEDED  2 1
 DJ4714
 DJ4714.Superseded values are not recommended for survey control.
 DJ4714
 DJ4714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4714.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4714
 DJ4714_MARKER: DZ = AZIMUTH MARK DISK
 DJ4714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4714_STAMPING: CHIMNEY ROCK EAST GPS 1992
 DJ4714_MARK LOGO: WI-121
 DJ4714_PROJECTION: FLUSH
 DJ4714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4714+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DJ4714
 DJ4714  HISTORY     - Date     Condition        Report By
 DJ4714  HISTORY     - 1992     MONUMENTED       WI-035
 DJ4714  HISTORY     - 20060708 GOOD             WIDT
 DJ4714  HISTORY     - 20111019 GOOD             WIDT
 DJ4714
 DJ4714                          STATION DESCRIPTION
 DJ4714
 DJ4714'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4714'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 WITH COUNTY
 DJ4714'HIGHWAY Y ABOUT 7 MI (11.3 KM) SOUTH OF THE VILLAGE OF ELEVA, GO SOUTH
 DJ4714'ON STATE HIGHWAY 93 FOR 0.25 MI (0.4 KM) TO SOLFEST ROAD ON THE RIGHT,
 DJ4714'CONTINUE SOUTH ON STATE HIGHWAY 93 FOR 0.3 MI (0.5 KM) TO THE STATION
 DJ4714'ON THE RIGHT.  THE STATION IS A BRONZE TREMPEALEAU COUNTY GEODETIC
 DJ4714'CONTROL AZIMUTH MARKER DISK SET IN THE TOP OF A 30-CM (12 INCH)
 DJ4714'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DJ4714'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 20.4 M (66.9 FT) WEST OF
 DJ4714'THE CENTERLINE OF STATE HIGHWAY 93, 0.05 MI (0.1 KM) NORTH OF CHURCH
 DJ4714'ROAD, 7 M (23.0 FT) EAST OF A WOOD AND CHAIN FENCE BORDERING THE
 DJ4714'CHIMNEY ROCK LUTHERAN CHURCH CEMETERY, AND 0.6 M (2.0 FT) EAST OF A
 DJ4714'GREEN METAL WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4714'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4714
 DJ4714                          STATION RECOVERY (2011)
 DJ4714
 DJ4714'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4714'NOTE - - STATION IS 1 M (3.3 FT) SOUTH AND EAST OF A WHITE PLASTIC
 DJ4714'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5221 ***********************************************************************
 DK5221  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5221  DESIGNATION -  CHIMNEY ROCK NW GPS
 DK5221  PID         -  DK5221
 DK5221  STATE/COUNTY-  WI/TREMPEALEAU
 DK5221  COUNTRY     -  US
 DK5221  USGS QUAD   -  ELK CREEK (2018)
 DK5221
 DK5221                         *CURRENT SURVEY CONTROL
 DK5221  ______________________________________________________________________
 DK5221* NAD 83(2011) POSITION- 44 29 49.47148(N) 091 29 51.62386(W)   ADJUSTED
 DK5221* NAD 83(2011) ELLIP HT-   280.872 (meters)        (06/27/12)   ADJUSTED
 DK5221* NAD 83(2011) EPOCH   -  2010.00
 DK5221* NAVD 88 ORTHO HEIGHT -   311.80  (meters)     1023.0   (feet) GPS OBS
 DK5221  ______________________________________________________________________
 DK5221  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5221  GEOID HEIGHT    -        -30.924 (meters)                     GEOID12A
 DK5221  GEOID HEIGHT    -        -30.920 (meters)                     GEOID18
 DK5221  NAD 83(2011) X  -   -119,106.927 (meters)                     COMP
 DK5221  NAD 83(2011) Y  - -4,555,579.587 (meters)                     COMP
 DK5221  NAD 83(2011) Z  -  4,447,853.243 (meters)                     COMP
 DK5221  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 DK5221
 DK5221  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5221  Standards:
 DK5221         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5221            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5221  -------------------------------------------------------------------
 DK5221  NETWORK    0.34   0.33           0.15   0.13   0.17      0.12360804
 DK5221  -------------------------------------------------------------------
 DK5221  Click here for local accuracies and other accuracy information.
 DK5221
 DK5221.The horizontal coordinates were established by GPS observations
 DK5221.and adjusted by the National Geodetic Survey in June 2012.
 DK5221
 DK5221.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5221.been affixed to the stable North American tectonic plate. See 
 DK5221.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5221
 DK5221.The horizontal coordinates are valid at the epoch date displayed above
 DK5221.which is a decimal equivalence of Year/Month/Day.
 DK5221
 DK5221.The orthometric height was determined by GPS observations and a
 DK5221.high-resolution geoid model using precise GPS observation and
 DK5221.processing techniques.
 DK5221
 DK5221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5221.GEOID18 height accuracy estimate available here.
 DK5221
 DK5221.Click photographs - Photos may exist for this station.
 DK5221
 DK5221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5221
 DK5221.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5221
 DK5221.The ellipsoidal height was determined by GPS observations
 DK5221.and is referenced to NAD 83.
 DK5221
 DK5221. The following values were computed from the NAD 83(2011) position.
 DK5221
 DK5221;                    North         East     Units Scale Factor Converg.
 DK5221;SPC WI C     -    74,852.047   480,895.968   MT  0.99996247   -1 03 24.2
 DK5221;SPC WI C     -   245,577.09  1,577,739.52   sFT  0.99996247   -1 03 24.2
 DK5221;UTM  15      - 4,928,181.921   619,437.826   MT  0.99977543   +1 03 11.0
 DK5221
 DK5221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5221!SPC WI C     -   0.99995596  x   0.99996247  =   0.99991843
 DK5221!UTM  15      -   0.99995596  x   0.99977543  =   0.99973140
 DK5221
 DK5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1943728181(NAD 83)
 DK5221
 DK5221                          SUPERSEDED SURVEY CONTROL
 DK5221
 DK5221  NAD 83(2007)-  44 29 49.47162(N)    091 29 51.62467(W) AD(2002.00) 1
 DK5221  ELLIP H (07/29/08)  280.903  (m)                       GP(2002.00) 3 1
 DK5221  NAVD 88 (07/29/08)  311.79   (m)  GEOID03  model used  GPS OBS        
 DK5221
 DK5221.Superseded values are not recommended for survey control.
 DK5221
 DK5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5221.See file dsdata.pdf to determine how the superseded data were derived.
 DK5221
 DK5221_MARKER: DD = SURVEY DISK
 DK5221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5221_STAMPING: 9
 DK5221_MARK LOGO: WI-121
 DK5221_PROJECTION: FLUSH
 DK5221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5221+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DK5221
 DK5221  HISTORY     - Date     Condition        Report By
 DK5221  HISTORY     - 1995     MONUMENTED       WI-121
 DK5221  HISTORY     - 20061108 GOOD             WIDT
 DK5221  HISTORY     - 20111019 GOOD             WIDT
 DK5221
 DK5221                          STATION DESCRIPTION
 DK5221
 DK5221'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5221'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY V WITH COUNTY
 DK5221'HIGHWAY Y ABOUT 4 MI (6.4 KM) SOUTH OF THE VILLAGE OF ELEVA, GO
 DK5221'SOUTHWEST ON COUNTY HIGHWAY V FOR 1.7 MI (2.7 KM) TO WHITE PINE ROAD
 DK5221'ON THE RIGHT, CONTINUE SOUTHWEST ON COUNTY HIGHWAY V FOR 0.3 MI (0.5
 DK5221'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE TREMPEALEAU
 DK5221'COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14
 DK5221'INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DK5221'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.5 M (24.6 FT) EAST
 DK5221'OF THE CENTERLINE OF COUNTY HIGHWAY V, 49 M (160.8 FT) SOUTH OF THE
 DK5221'SOUTHERNMOST DRIVEWAY FOR A RESIDENCE --N45212--, 9.0 M (29.5 FT)
 DK5221'SOUTH OF THE EAST END OF A 120-CM (47 INCH) CORRUGATED METAL CULVERT
 DK5221'PIPE, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE
 DK5221'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5221'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DK5221'FOR TREES TO THE NORTH AND SOUTH OF THE STATION EXTENDING TO 20
 DK5221'DEGREES ABOVE THE HORIZON.
 DK5221
 DK5221                          STATION RECOVERY (2011)
 DK5221
 DK5221'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0207 ***********************************************************************
 QM0207  DESIGNATION -  CHINK
 QM0207  PID         -  QM0207
 QM0207  STATE/COUNTY-  WI/ONEIDA
 QM0207  COUNTRY     -  US
 QM0207  USGS QUAD   -  MONICO NE (2018)
 QM0207
 QM0207                         *CURRENT SURVEY CONTROL
 QM0207  ______________________________________________________________________
 QM0207* NAD 83(1991) POSITION- 45 39 53.15878(N) 089 07 12.00889(W)   ADJUSTED
 QM0207* NAVD 88 ORTHO HEIGHT -   506.116 (meters)     1660.48  (feet) ADJUSTED
 QM0207  ______________________________________________________________________
 QM0207  GEOID HEIGHT    -        -32.656 (meters)                     GEOID18
 QM0207  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 QM0207  DYNAMIC HEIGHT  -        506.084 (meters)     1660.38  (feet) COMP
 QM0207  MODELED GRAVITY -    980,536.6   (mgal)                       NAVD 88
 QM0207
 QM0207  HORZ ORDER      -  FIRST
 QM0207  VERT ORDER      -  FIRST     CLASS II
 QM0207
 QM0207.The horizontal coordinates were established by classical geodetic methods
 QM0207.and adjusted by the National Geodetic Survey in November 1991.
 QM0207
 QM0207.The orthometric height was determined by differential leveling and
 QM0207.adjusted by the NATIONAL GEODETIC SURVEY
 QM0207.in June 1991.
 QM0207
 QM0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0207.GEOID18 height accuracy estimate available here.
 QM0207
 QM0207.Click photographs - Photos may exist for this station.
 QM0207
 QM0207.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0207
 QM0207.The dynamic height is computed by dividing the NAVD 88
 QM0207.geopotential number by the normal gravity value computed on the
 QM0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0207.degrees latitude (g = 980.6199 gals.).
 QM0207
 QM0207.The modeled gravity was interpolated from observed gravity values.
 QM0207
 QM0207. The following values were computed from the NAD 83(1991) position.
 QM0207
 QM0207;                    North         East     Units Scale Factor Converg.
 QM0207;SPC WI N     -    55,740.517   668,575.485   MT  0.99998364   +0 38 05.3
 QM0207;SPC WI N     -   182,875.35  2,193,484.74   sFT  0.99998364   +0 38 05.3
 QM0207;UTM  16      - 5,058,987.637   334,855.589   MT  0.99993531   -1 31 00.1
 QM0207
 QM0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0207!SPC WI N     -   0.99992578  x   0.99998364  =   0.99990942
 QM0207!UTM  16      -   0.99992578  x   0.99993531  =   0.99986109
 QM0207
 QM0207:                Primary Azimuth Mark                     Grid Az
 QM0207:SPC WI N     -  GAGEN                                    282 13 05.0
 QM0207:UTM  16      -  GAGEN                                    284 22 10.4
 QM0207
 QM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3485558987(NAD 83)
 QM0207
 QM0207|---------------------------------------------------------------------|
 QM0207| PID    Reference Object                     Distance      Geod. Az  |
 QM0207|                                                           dddmmss.s |
 QM0207| CI7812 CHINK RM                             14.855 METERS 08532     |
 QM0207| CI7813 CHINK RM 2                           25.387 METERS 20928     |
 QM0207| QM0206 GAGEN                               APPROX. 1.3 KM 2825110.3 |
 QM0207|---------------------------------------------------------------------|
 QM0207
 QM0207                          SUPERSEDED SURVEY CONTROL
 QM0207
 QM0207  NAD 83(1986)-  45 39 53.15538(N)    089 07 12.00856(W) AD(       ) 1
 QM0207  NAD 27      -  45 39 53.30600(N)    089 07 11.57400(W) AD(       ) 1
 QM0207  USSD        -  45 39 53.41900(N)    089 07 11.40100(W) AD(       ) 3
 QM0207  NGVD 29 (??/??/92)  506.097  (m)         1660.42   (f) ADJ UNCH    1 2
 QM0207  NGVD 29             506.10   (m)         1660.4    (f) LEVELING    3  
 QM0207
 QM0207.Superseded values are not recommended for survey control.
 QM0207
 QM0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0207.See file dsdata.pdf to determine how the superseded data were derived.
 QM0207
 QM0207_MARKER: DS = TRIANGULATION STATION DISK
 QM0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0207_STAMPING: CHINK 1921
 QM0207_MARK LOGO: CGS
 QM0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0207+STABILITY: SURFACE MOTION
 QM0207
 QM0207  HISTORY     - Date     Condition        Report By
 QM0207  HISTORY     - 1921     MONUMENTED       CGS
 QM0207  HISTORY     - 1922     GOOD             CGS
 QM0207  HISTORY     - 1934     GOOD             CGS
 QM0207  HISTORY     - 1940     GOOD             CGS
 QM0207  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QM0207  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0207
 QM0207                          STATION DESCRIPTION
 QM0207
 QM0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0207'ABOUT 7/8 MILE EAST OF GAGEN ON THE EXTENSION OF THE NORTH
 QM0207'RAIL FROM THE EAST, 65 METERS EAST OF RAILROAD CULVERT 231
 QM0207'R, AND 14.74 METERS (48.37 FEET) SOUTH OF THE MINNEAPOLIS
 QM0207'SAINT PAUL AND SAULT STE. MARIE RAILWAY.
 QM0207'
 QM0207'REFERENCE MARK USED AS UNDERGROUND MARK.
 QM0207
 QM0207                          STATION RECOVERY (1922)
 QM0207
 QM0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0207'0.8 MI E FROM GAGEN.
 QM0207'ABOUT 7/8 MILES EAST OF GAGEN, ON THE EXTENSION OF THE NORTH
 QM0207'RAIL FROM THE EAST, 65 METERS EAST OF R.R. CULVERT 231R, AND
 QM0207'14.74M (48.37 FT.) SOUTH OF THE SOUTH RAIL OF THE M. ST. P.
 QM0207'AND S. S. M. RY.
 QM0207
 QM0207                          STATION RECOVERY (1934)
 QM0207
 QM0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0207'RECOVERED IN GOOD CONDITION.
 QM0207
 QM0207                          STATION RECOVERY (1940)
 QM0207
 QM0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0207'STATION RECOVERED AS DESCRIBED EXCEPT THAT STATION MARK
 QM0207'WAS MEASURED AND CHECKED AS 14.82 METERS SOUTH OF SOUTH RAIL
 QM0207'OF THE MINNEAPOLIS SAINT PAUL AND SAULT STE. MARIE RAILWAY.
 QM0207'(OLD MEASUREMENT 14.74 M.).  IN ADDITION STATION MARK IS
 QM0207'54.2 METERS WEST OF MILE BOARD 232 OF ABOVE RAILWAY.  DESCRIPTION
 QM0207'IS ALSO AMENDED TO INCLUDE DIRECTIONS TO REACH STATION,
 QM0207'DESCRIPTION OF A NEW REFERENCE MARK WHICH WAS ESTABLISHED
 QM0207'AND DESCRIPTION OF DESIGNATED AZIMUTH MARK.
 QM0207'
 QM0207'TO REACH FROM MONICO GO NORTH ON U.S. ROUTE 45 FOR 6.8 MILES
 QM0207'TO JUNCTION WITH COUNTY ROUTE C AT SOUTH END OF OVERPASS.
 QM0207'OPPOSITE JUNCTION TURN RIGHT, EAST, ON POOR WOODS TRAIL
 QM0207'WHICH LEADS NORTHEAST TO RAILWAY THEN EAST ALONG SIDE TRACKS.
 QM0207'FOLLOW THIS TRACK ROAD FOR 0.35 MILE TO STATION 36 FEET
 QM0207'NORTH OF CENTER LINE OF ROAD.
 QM0207'
 QM0207'REFERENCE MARK NO. 2, 1940, IS
 QM0207'SOUTHWEST OF STATION, 38 FEET SOUTH OF TRACK ROAD, STAMPED
 QM0207'CHINK NO. 2 1940, PROJECTS 10 INCHES.
 QM0207'
 QM0207'GAGEN, TRAVERSE STATION 1921, IS DESIGNATED AS THE AZIMUTH
 QM0207'MARK, AND IS 0.85 MILE WEST OF STATION AT CROSSING OF MINNEAPOLIS
 QM0207'SAINT PAUL AND SAULT STE. MARIE RAILWAY AND THE CHICAGO
 QM0207'AND NORTH WESTERN RAILWAY IN CINDER PLATFORM 2.2 METERS
 QM0207'NORTHEAST OF NORTHEAST CORNER OF BOX CAR DEPOT.  MARK
 QM0207'IS STAMPED GAGEN 1921, SET FLUSH WITH
 QM0207'SURFACE.  A 15-FOOT TOWER IS NEEDED AT CHINK TO SEE THIS
 QM0207'AZIMUTH MARK.
 QM0207
 QM0207                          STATION RECOVERY (1952)
 QM0207
 QM0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0207'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 QM0207'FOUND IN GOOD CONDITION.  THE DESCRIPTIONS OF THE MARKS
 QM0207'AND THE DIRECTIONS TO REACH THE STATION ARE ADEQUATE.  THE
 QM0207'STATION WAS NOT OCCUPIED BUT THE PREVIOUS MEASUREMENTS TO THE
 QM0207'REFERENCE MARKS HAVE BEEN VERIFIED.
 QM0207'
 QM0207'THE STATION MARK IS STAMPED CHINK 1921.
 QM0207
 QM0207                          STATION RECOVERY (1985)
 QM0207
 QM0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0227 ***********************************************************************
 PN0227  DESIGNATION -  CHIO
 PN0227  PID         -  PN0227
 PN0227  STATE/COUNTY-  WI/OUTAGAMIE
 PN0227  COUNTRY     -  US
 PN0227  USGS QUAD   -  SHIOCTON (2018)
 PN0227
 PN0227                         *CURRENT SURVEY CONTROL
 PN0227  ______________________________________________________________________
 PN0227* NAD 83(1991) POSITION- 44 26 20.08867(N) 088 35 29.53245(W)   ADJUSTED
 PN0227* NAVD 88 ORTHO HEIGHT -   233.759 (meters)      766.92  (feet) ADJUSTED
 PN0227  ______________________________________________________________________
 PN0227  GEOID HEIGHT    -        -36.375 (meters)                     GEOID18
 PN0227  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 PN0227  DYNAMIC HEIGHT  -        233.724 (meters)      766.81  (feet) COMP
 PN0227  MODELED GRAVITY -    980,462.2   (mgal)                       NAVD 88
 PN0227
 PN0227  HORZ ORDER      -  FIRST
 PN0227  VERT ORDER      -  FIRST     CLASS II
 PN0227
 PN0227.The horizontal coordinates were established by classical geodetic methods
 PN0227.and adjusted by the National Geodetic Survey in November 1991.
 PN0227
 PN0227.The orthometric height was determined by differential leveling and
 PN0227.adjusted by the NATIONAL GEODETIC SURVEY
 PN0227.in June 1991.
 PN0227
 PN0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0227.GEOID18 height accuracy estimate available here.
 PN0227
 PN0227.Click photographs - Photos may exist for this station.
 PN0227
 PN0227.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0227
 PN0227.The dynamic height is computed by dividing the NAVD 88
 PN0227.geopotential number by the normal gravity value computed on the
 PN0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0227.degrees latitude (g = 980.6199 gals.).
 PN0227
 PN0227.The modeled gravity was interpolated from observed gravity values.
 PN0227
 PN0227. The following values were computed from the NAD 83(1991) position.
 PN0227
 PN0227;                    North         East     Units Scale Factor Converg.
 PN0227;SPC WI C     -    68,263.259   712,122.330   MT  0.99996965   +0 59 37.6
 PN0227;SPC WI C     -   223,960.38  2,336,354.68   sFT  0.99996965   +0 59 37.6
 PN0227;UTM  16      - 4,921,855.668   373,344.025   MT  0.99979728   -1 06 52.1
 PN0227
 PN0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0227!SPC WI C     -   0.99996905  x   0.99996965  =   0.99993870
 PN0227!UTM  16      -   0.99996905  x   0.99979728  =   0.99976634
 PN0227
 PN0227:                Primary Azimuth Mark                     Grid Az
 PN0227:SPC WI C     -  BLOSSOM                                  081 14 35.7
 PN0227:UTM  16      -  BLOSSOM                                  083 21 05.4
 PN0227
 PN0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7334421855(NAD 83)
 PN0227
 PN0227|---------------------------------------------------------------------|
 PN0227| PID    Reference Object                     Distance      Geod. Az  |
 PN0227|                                                           dddmmss.s |
 PN0227| PN0231 BLOSSOM                             APPROX. 2.2 KM 0821413.3 |
 PN0227|---------------------------------------------------------------------|
 PN0227
 PN0227                          SUPERSEDED SURVEY CONTROL
 PN0227
 PN0227  NAD 83(1986)-  44 26 20.08356(N)    088 35 29.52044(W) AD(       ) 1
 PN0227  NAD 27      -  44 26 20.14500(N)    088 35 29.16600(W) AD(       ) 1
 PN0227  NGVD 29 (??/??/92)  233.789  (m)          767.02   (f) ADJ UNCH    1 2
 PN0227  NGVD 29             233.79   (m)          767.0    (f) LEVELING    3  
 PN0227
 PN0227.Superseded values are not recommended for survey control.
 PN0227
 PN0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0227.See file dsdata.pdf to determine how the superseded data were derived.
 PN0227
 PN0227_MARKER: DE = TRAVERSE STATION DISK
 PN0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0227_STAMPING: CHIO 1926
 PN0227_MARK LOGO: CGS
 PN0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0227+STABILITY: SURFACE MOTION
 PN0227
 PN0227  HISTORY     - Date     Condition        Report By
 PN0227  HISTORY     - 1926     MONUMENTED       CGS
 PN0227  HISTORY     - 1930     GOOD             CGS
 PN0227  HISTORY     - 1930     GOOD             CGS
 PN0227  HISTORY     - 1934     GOOD             CGS
 PN0227  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0227
 PN0227                          STATION DESCRIPTION
 PN0227
 PN0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0227'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ABOUT 250
 PN0227'METERS W OF INTERSECTION OF RAILWAY WITH STATE HIGHWAY 54, AT
 PN0227'POINT OF INTERSECTION OF E TANGENT ON N RAIL AND W TANGENT ON S
 PN0227'RAIL.  IT IS ON N SIDE OF FIRST CURVE W OF SHIOCTON, APPROXIMATELY
 PN0227'1/2 MILE.
 PN0227'
 PN0227'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0227'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0227
 PN0227                          STATION RECOVERY (1930)
 PN0227
 PN0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0227'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE DESCRIPTION
 PN0227'IS ADEQUATE.
 PN0227
 PN0227                          STATION RECOVERY (1930)
 PN0227
 PN0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PN0227'0.4 MI W FROM SHIOCTON.
 PN0227'ON THE GREEN BAY AND WESTERN RAILROAD, 0.4 MILE WEST OF THE
 PN0227'STATION AT SHIOCTON, ON THE NORTH SIDE OF THE FIRST CURVE WEST
 PN0227'OF SHIOCTON, 820 FEET WEST OF THE INTERSECTION OF RAILROAD WITH
 PN0227'HIGHWAY NO. 54, AT P.I. OF EAST TANGENT ON NORTH RAIL AND WEST
 PN0227'TANGENT ON SOUTH RAIL, STANDARD TRAVERSE MARK SET IN CONCRETE.
 PN0227
 PN0227                          STATION RECOVERY (1934)
 PN0227
 PN0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0227'RECOVERED IN GOOD CONDITION.
 PN0227
 PN0227                          STATION RECOVERY (1985)
 PN0227
 PN0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0227'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0532 ***********************************************************************
 QN0532  DESIGNATION -  CHIPP
 QN0532  PID         -  QN0532
 QN0532  STATE/COUNTY-  WI/SAWYER
 QN0532  COUNTRY     -  US
 QN0532  USGS QUAD   -  NEW POST (2018)
 QN0532
 QN0532                         *CURRENT SURVEY CONTROL
 QN0532  ______________________________________________________________________
 QN0532* NAD 83(1991) POSITION- 45 56 35.13373(N) 091 11 48.43908(W)   ADJUSTED
 QN0532* NAVD 88 ORTHO HEIGHT -   408.    (meters)     1339.    (feet) SCALED
 QN0532  ______________________________________________________________________
 QN0532  GEOID HEIGHT    -        -29.504 (meters)                     GEOID18
 QN0532  LAPLACE CORR    -         -5.08  (seconds)                    DEFLEC18
 QN0532  HORZ ORDER      -  SECOND
 QN0532
 QN0532.The horizontal coordinates were established by classical geodetic methods
 QN0532.and adjusted by the National Geodetic Survey in November 1991.
 QN0532
 QN0532.The orthometric height was scaled from a topographic map.
 QN0532
 QN0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0532.GEOID18 height accuracy estimate available here.
 QN0532
 QN0532.Click photographs - Photos may exist for this station.
 QN0532
 QN0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0532
 QN0532. The following values were computed from the NAD 83(1991) position.
 QN0532
 QN0532;                    North         East     Units Scale Factor Converg.
 QN0532;SPC WI N     -    86,993.984   507,205.682   MT  0.99995300   -0 51 48.0
 QN0532;SPC WI N     -   285,412.76  1,664,057.31   sFT  0.99995300   -0 51 48.0
 QN0532;UTM  15      - 5,089,305.593   639,769.174   MT  0.99984016   +1 17 45.9
 QN0532
 QN0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0532!SPC WI N     -   0.99994067  x   0.99995300  =   0.99989367
 QN0532!UTM  15      -   0.99994067  x   0.99984016  =   0.99978084
 QN0532
 QN0532:                Primary Azimuth Mark                     Grid Az
 QN0532:SPC WI N     -  CHIPP AZ MK                              340 01 30.6
 QN0532:UTM  15      -  CHIPP AZ MK                              337 51 56.7
 QN0532
 QN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3976989305(NAD 83)
 QN0532
 QN0532|---------------------------------------------------------------------|
 QN0532| PID    Reference Object                     Distance      Geod. Az  |
 QN0532|                                                           dddmmss.s |
 QN0532| CI7815 CHIPP RM 1                           23.551 METERS 09957     |
 QN0532| CI7816 CHIPP RM 2                           26.914 METERS 19246     |
 QN0532| CI7814 CHIPP AZ MK                                        3390942.6 |
 QN0532|---------------------------------------------------------------------|
 QN0532
 QN0532                          SUPERSEDED SURVEY CONTROL
 QN0532
 QN0532  NAD 83(1986)-  45 56 35.12917(N)    091 11 48.43459(W) AD(       ) 2
 QN0532  NAD 27      -  45 56 35.27700(N)    091 11 47.83400(W) AD(       ) 2
 QN0532
 QN0532.Superseded values are not recommended for survey control.
 QN0532
 QN0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0532.See file dsdata.pdf to determine how the superseded data were derived.
 QN0532
 QN0532_MARKER: DS = TRIANGULATION STATION DISK
 QN0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0532_STAMPING: CHIPP 1952
 QN0532_MARK LOGO: CGS
 QN0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0532+STABILITY: SURFACE MOTION
 QN0532
 QN0532  HISTORY     - Date     Condition        Report By
 QN0532  HISTORY     - 1952     MONUMENTED       CGS
 QN0532
 QN0532                          STATION DESCRIPTION
 QN0532
 QN0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0532'THE STATION IS LOCATED ABOUT 12.5 MILES NORTHWEST OF WINTER
 QN0532'AND 10 MILES NORTHEAST OF COUDERAY ON A SMALL TIMBERED RIDGE JUST
 QN0532'WEST OF COUNTY HIGHWAY CC.
 QN0532'
 QN0532'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27
 QN0532'AND U.S. HIGHWAY 63 IN HAYWARD, GO EAST ON STATE HIGHWAY 27
 QN0532'FOR 0.4 MILE TO THE JUNCTION WITH COUNTY HIGHWAY B, TURN
 QN0532'LEFT AND GO EASTERLY ON COUNTY HIGHWAY B FOR 1.4 MILES TO THE
 QN0532'JUNCTION WITH COUNTY HIGHWAY C, KEEP LEFT ON COUNTY HIGHWAY
 QN0532'B AND GO SOUTH AND EAST FOR 6.8 MILES TO A FORK, KEEP LEFT
 QN0532'FORK AND GO EAST ON COUNTY HIGHWAY B FOR 5.3 MILES TO A FORK,
 QN0532'TAKE RIGHT FORK AND GO SOUTHERLY ON COUNTY HIGHWAY CC FOR 3.85
 QN0532'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 QN0532'STRAIGHT AHEAD ON COUNTY HIGHWAY CC FOR 0.35 MILE TO THE
 QN0532'STATION ON RIGHT AS DESCRIBED.
 QN0532'
 QN0532'THE STATION MARK IS STAMPED CHIPP 1952.  IT IS A STANDARD
 QN0532'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 QN0532'IT IS 5 FEET WEST OF A WITNESS POST AND IS ABOUT 30 FEET
 QN0532'ABOVE ROAD ELEVATION.
 QN0532'
 QN0532'REFERENCE MARK NO. 1 IS STAMPED CHIPP NO 1 1952.  IT IS A
 QN0532'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS
 QN0532'ABOUT 10 FEET ABOVE STATION ELEVATION.
 QN0532'
 QN0532'REFERENCE MARK NO. 2 IS STAMPED CHIPP NO 2 1952.  IT IS A
 QN0532'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER.
 QN0532'
 QN0532'THE AZIMUTH MARK IS STAMPED CHIPP 1952.  IT IS A STANDARD DISK
 QN0532'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 QN0532'IT IS 24 FEET NORTH OF CENTERLINE OF COUNTY HIGHWAY CC AND
 QN0532'2 FEET EAST OF A WITNESS POST.
 QN0532'
 QN0532'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5238 ***********************************************************************
 DN5238  DESIGNATION -  CHIPPEWA E GPS
 DN5238  PID         -  DN5238
 DN5238  STATE/COUNTY-  WI/ASHLAND
 DN5238  COUNTRY     -  US
 DN5238  USGS QUAD   -  BUTTERNUT (2018)
 DN5238
 DN5238                         *CURRENT SURVEY CONTROL
 DN5238  ______________________________________________________________________
 DN5238* NAD 83(2011) POSITION- 46 02 22.45866(N) 090 29 52.01881(W)   ADJUSTED
 DN5238* NAD 83(2011) ELLIP HT-   451.126 (meters)        (04/15/13)   ADJUSTED
 DN5238* NAD 83(2011) EPOCH   -  2010.00
 DN5238* NAVD 88 ORTHO HEIGHT -   481.607 (meters)     1580.07  (feet) ADJUSTED
 DN5238  ______________________________________________________________________
 DN5238  GEOID HEIGHT    -        -30.478 (meters)                     GEOID18
 DN5238  NAD 83(2011) X  -    -38,534.652 (meters)                     COMP
 DN5238  NAD 83(2011) Y  - -4,435,300.810 (meters)                     COMP
 DN5238  NAD 83(2011) Z  -  4,568,626.617 (meters)                     COMP
 DN5238  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DN5238  DYNAMIC HEIGHT  -        481.600 (meters)     1580.05  (feet) COMP
 DN5238  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 DN5238
 DN5238  VERT ORDER      -  SECOND    CLASS I
 DN5238
 DN5238  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5238  Standards:
 DN5238         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5238            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5238  -------------------------------------------------------------------
 DN5238  NETWORK    0.40   0.61           0.18   0.14   0.31      0.15377417
 DN5238  -------------------------------------------------------------------
 DN5238  Click here for local accuracies and other accuracy information.
 DN5238
 DN5238.The horizontal coordinates were established by GPS observations
 DN5238.and adjusted by the National Geodetic Survey in April 2013.
 DN5238
 DN5238.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5238.been affixed to the stable North American tectonic plate. See 
 DN5238.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5238
 DN5238.The horizontal coordinates are valid at the epoch date displayed above
 DN5238.which is a decimal equivalence of Year/Month/Day.
 DN5238
 DN5238.The orthometric height was determined by differential leveling and
 DN5238.adjusted by the WI DEPT OF TRANSP
 DN5238.in May 2012.
 DN5238
 DN5238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5238.GEOID18 height accuracy estimate available here.
 DN5238
 DN5238.Click photographs - Photos may exist for this station.
 DN5238
 DN5238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5238
 DN5238.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5238
 DN5238.The ellipsoidal height was determined by GPS observations
 DN5238.and is referenced to NAD 83.
 DN5238
 DN5238.The dynamic height is computed by dividing the NAVD 88
 DN5238.geopotential number by the normal gravity value computed on the
 DN5238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5238.degrees latitude (g = 980.6199 gals.).
 DN5238
 DN5238.The modeled gravity was interpolated from observed gravity values.
 DN5238
 DN5238. The following values were computed from the NAD 83(2011) position.
 DN5238
 DN5238;                    North         East     Units Scale Factor Converg.
 DN5238;SPC WI N     -    97,138.835   561,469.846   MT  0.99994784   -0 21 32.7
 DN5238;SPC WI N     -   318,696.33  1,842,088.99   sFT  0.99994784   -0 21 32.7
 DN5238;UTM  15      - 5,101,488.352   693,612.128   MT  1.00006084   +1 48 06.1
 DN5238
 DN5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5238!SPC WI N     -   0.99992928  x   0.99994784  =   0.99987713
 DN5238!UTM  15      -   0.99992928  x   1.00006084  =   0.99999012
 DN5238
 DN5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9361201488(NAD 83)
 DN5238
 DN5238                          SUPERSEDED SURVEY CONTROL
 DN5238
 DN5238  NAD 83(2007)-  46 02 22.45874(N)    090 29 52.01956(W) AD(2002.00) 1
 DN5238  ELLIP H (04/06/12)  451.152  (m)                       GP(2002.00) 1 1
 DN5238  NAVD 88             481.61   (m)         1580.1    (f) LEVELING    3  
 DN5238
 DN5238.Superseded values are not recommended for survey control.
 DN5238
 DN5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5238.See file dsdata.pdf to determine how the superseded data were derived.
 DN5238
 DN5238_MARKER: DD = SURVEY DISK
 DN5238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5238_STAMPING: CHIPPEWA E GPS 2006
 DN5238_MARK LOGO: WIDT
 DN5238_PROJECTION: FLUSH
 DN5238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5238+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DN5238
 DN5238  HISTORY     - Date     Condition        Report By
 DN5238  HISTORY     - 2005     MONUMENTED       WIDT
 DN5238  HISTORY     - 20100601 GOOD             WIDT
 DN5238  HISTORY     - 20121115 GOOD             WIDT
 DN5238
 DN5238                          STATION DESCRIPTION
 DN5238
 DN5238'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5238'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DN5238'HIGHWAY F IN THE VILLAGE OF BUTTERNUT, GO NORTH ON STATE HIGHWAY 13
 DN5238'FOR 1.8 MI (2.9 KM) TO ZILLINGER ROAD.  TURN RIGHT AND GO EAST ON
 DN5238'ZILLINGER ROAD FOR 0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DN5238'
 DN5238'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5238'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5238'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5238'GROUND AND APPROXIMATELY 0.2 M (0.7 FT) HIGHER THAN THE ROAD PAVEMENT.
 DN5238'THE STATION IS 6.7 M (22.0 FT) SOUTH OF THE CENTERLINE OF ZILLINGER
 DN5238'ROAD, 56.5 M (185.4 FT) WEST OF A CIRCULAR -RAILROAD CROSSING AHEAD-
 DN5238'METAL SIGN POST, 52.0 M (170.6 FT) SOUTHWEST OF A POWER POLE WITH ONE
 DN5238'GUY WIRE AND ONE TRANSFORMER, 43.5 M (142.7 FT) SOUTHEAST OF A POWER
 DN5238'POLE AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DN5238'SURROUNDING THE STATION.
 DN5238'
 DN5238'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5238'DEGREES ABOVE THE HORIZON.
 DN5238
 DN5238                          STATION RECOVERY (2012)
 DN5238
 DN5238'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 DN5238'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0207 ***********************************************************************
 PO0207  DESIGNATION -  CHIPPEWA FALLS
 PO0207  PID         -  PO0207
 PO0207  STATE/COUNTY-  WI/CHIPPEWA
 PO0207  COUNTRY     -  US
 PO0207  USGS QUAD   -  CHIPPEWA FALLS (2018)
 PO0207
 PO0207                         *CURRENT SURVEY CONTROL
 PO0207  ______________________________________________________________________
 PO0207* NAD 83(1996) POSITION- 44 56 26.47133(N) 091 23 58.72371(W)   ADJUSTED
 PO0207* NAVD 88 ORTHO HEIGHT -   274.335 (meters)      900.05  (feet) ADJUSTED
 PO0207  ______________________________________________________________________
 PO0207  GEOID HEIGHT    -        -30.986 (meters)                     GEOID18
 PO0207  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 PO0207  DYNAMIC HEIGHT  -        274.309 (meters)      899.96  (feet) COMP
 PO0207  MODELED GRAVITY -    980,517.6   (mgal)                       NAVD 88
 PO0207
 PO0207  HORZ ORDER      -  SECOND
 PO0207  VERT ORDER      -  SECOND    CLASS 0
 PO0207
 PO0207.The horizontal coordinates were established by classical geodetic methods
 PO0207.and adjusted by the National Geodetic Survey in March 1999.
 PO0207
 PO0207.The orthometric height was determined by differential leveling and
 PO0207.adjusted by the NATIONAL GEODETIC SURVEY
 PO0207.in June 1991.
 PO0207
 PO0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0207.GEOID18 height accuracy estimate available here.
 PO0207
 PO0207.Click photographs - Photos may exist for this station.
 PO0207
 PO0207.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0207
 PO0207.The dynamic height is computed by dividing the NAVD 88
 PO0207.geopotential number by the normal gravity value computed on the
 PO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0207.degrees latitude (g = 980.6199 gals.).
 PO0207
 PO0207.The modeled gravity was interpolated from observed gravity values.
 PO0207
 PO0207. The following values were computed from the NAD 83(1996) position.
 PO0207
 PO0207;                    North         East     Units Scale Factor Converg.
 PO0207;SPC WI C     -   123,999.884   489,540.533   MT  0.99994134   -0 59 15.2
 PO0207;SPC WI C     -   406,822.95  1,606,100.90   sFT  0.99994134   -0 59 15.2
 PO0207;UTM  15      - 4,977,607.201   626,262.544   MT  0.99979603   +1 07 50.2
 PO0207
 PO0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0207!SPC WI C     -   0.99996185  x   0.99994134  =   0.99990319
 PO0207!UTM  15      -   0.99996185  x   0.99979603  =   0.99975789
 PO0207
 PO0207:                Primary Azimuth Mark                     Grid Az
 PO0207:SPC WI C     -  CHIPPEWA FALLS AZ MK                     266 15 35.2
 PO0207:UTM  15      -  CHIPPEWA FALLS AZ MK                     264 08 29.8
 PO0207
 PO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2626277607(NAD 83)
 PO0207
 PO0207|---------------------------------------------------------------------|
 PO0207| PID    Reference Object                     Distance      Geod. Az  |
 PO0207|                                                           dddmmss.s |
 PO0207| PO0208 CHIPPEWA FALLS RM 2                  36.289 METERS 01534     |
 PO0207| PO0660 CHIPPEWA FALLS MUN STANDPIPE        APPROX. 1.2 KM 0790747.4 |
 PO0207| PO0662 CHIPPEWA CO COURTHOUSE FINIAL       245.198 METERS 09811     |
 PO0207| PO0661 CHIPPEWA FALLS WEST PART STACK      APPROX. 1.8 KM 2104658.6 |
 PO0207| PO0746 EAU CLAIRE SAC HEART HOSP STK       APPROX.15.6 KM 2105153.8 |
 PO0207| PO0736 EAU CLAIRE CO INSANE ASYLUM TK      APPROX.15.9 KM 2213500.4 |
 PO0207| PO0659 CHIPPEWA FALLS ST JOS HOSP STK      405.736 METERS 2424739.0 |
 PO0207| PO0209 CHIPPEWA FALLS RM 1                  26.877 METERS 26443     |
 PO0207| CI7817 CHIPPEWA FALLS AZ MK                               2651620.0 |
 PO0207|---------------------------------------------------------------------|
 PO0207
 PO0207                          SUPERSEDED SURVEY CONTROL
 PO0207
 PO0207  NAD 83(1991)-  44 56 26.47148(N)    091 23 58.72568(W) AD(       ) 2
 PO0207  NAD 83(1986)-  44 56 26.46704(N)    091 23 58.74448(W) AD(       ) 2
 PO0207  NAD 27      -  44 56 26.61600(N)    091 23 58.17200(W) AD(       ) 2
 PO0207  NGVD 29 (??/??/92)  274.324  (m)          900.01   (f) ADJ UNCH    2 0
 PO0207  NGVD 29             274.32   (m)          900.0    (f) LEVELING    3  
 PO0207
 PO0207.Superseded values are not recommended for survey control.
 PO0207
 PO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0207.See file dsdata.pdf to determine how the superseded data were derived.
 PO0207
 PO0207_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0207_STAMPING: CHIPPEWA FALLS 1934 1974
 PO0207_MARK LOGO: NGS
 PO0207_PROJECTION: FLUSH
 PO0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0207+STABILITY: SURFACE MOTION
 PO0207
 PO0207  HISTORY     - Date     Condition        Report By
 PO0207  HISTORY     - 1934     MONUMENTED       CGS
 PO0207  HISTORY     - 1934     GOOD             CGS
 PO0207  HISTORY     - 1937     GOOD             BSA
 PO0207  HISTORY     - 1972     SEE DESCRIPTION  USGS
 PO0207  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PO0207
 PO0207                          STATION DESCRIPTION
 PO0207
 PO0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0207'STATION IS IN THE CITY OF CHIPPEWA FALLS, IN SEC. 6, T. 28 N.,
 PO0207'T. 8 W., ON LAND OCCUPIED BY THE CHESTNUT GRADE SCHOOL, NEAR
 PO0207'THE SOUTHEAST CORNER OF THE SCHOOL LOT, AT THE NORTHWEST
 PO0207'CORNER OF THE INTERSECTION OF WEST ELM STREET AND PARK PLACE,
 PO0207'118 FEET EAST OF SOUTHEAST CORNER OF THE SCHOOLHOUSE, 38 FEET
 PO0207'NORTH OF NORTH CURBING OF WEST ELM STREET, 21 FEET NORTH OF
 PO0207'NORTH EDGE OF SIDEWALK, 34 FEET WEST OF WEST CURBING OF PARK
 PO0207'PLACE.  37 FEET SOUTH OF THE LAST ELM TREE IN RANGE WEST OF
 PO0207'PARK PLACE.  16 FEET NORTH OF A 15-INCH ELM TREE, THE SECOND
 PO0207'FROM EAST IN THE RANGE ON NORTH SIDE OF WEST ELM STREET.
 PO0207'THE MARK PROJECTS 1 INCH.
 PO0207'
 PO0207'REFERENCE MARK NO. 1 IS WEST OF STATION, 13 FEET SOUTH-SOUTHWEST
 PO0207'OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 10 FEET NORTH
 PO0207'OF THE NORTH EDGE OF THE SIDEWALK, 26 FEET NORTH OF NORTH
 PO0207'CURBING OF WEST ELM STREET, AND IS FLUSH WITH THE SURFACE.
 PO0207'
 PO0207'REFERENCE MARK NO. 2 IS NORTHEAST OF STATION, 9 FEET EAST OF
 PO0207'EAST CURBING OF PARK PLACE, 2 FEET WEST OF WEST EDGE OF SIDEWALK,
 PO0207'144 FEET NORTH OF THE CORNER CURBSTONE ON THE NORTHEAST
 PO0207'CORNER OF WEST ELM STREET AND PARK PLACE, 171.54 FEET
 PO0207'EAST-NORTHEAST OF REFERENCE MARK NO. 1.  IT IS FLUSH WITH THE
 PO0207'SURFACE.
 PO0207'
 PO0207'AZIMUTH MARK IS WEST OF STATION, ON THE SOUTHEAST CORNER OF
 PO0207'PEARL AND WEST ELM STREETS, 9 FEET EAST OF THE EAST CURBING
 PO0207'OF PEARL STREET, 16 INCHES SOUTH OF THE SOUTH CURBING OF WEST
 PO0207'ELM STREET, AND PROJECTS 1 INCH.
 PO0207'
 PO0207'A 74-FOOT SIGNAL AT NELS COMES INTO VIEW AT 40 FEET.
 PO0207'
 PO0207'A 47-FOOT SIGNAL AT MT. WASHINGTON COMES INTO VIEW AT 55 FEET.
 PO0207'
 PO0207'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PO0207'BRONZE DISKS SET IN ROUND CONCRETEOTES 1B, 7A AND 11B.
 PO0207'
 PO0207'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 PO0207
 PO0207                          STATION RECOVERY (1934)
 PO0207
 PO0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PO0207'IN CHIPPEWA FALLS.
 PO0207'IN CHIPPEWA FALLS IN SOUTHEAST CORNER OF GRADE SCHOOL YARD ON W.
 PO0207'ELM STREET 20 FEET NORTH OF WALK 45 FEET WEST OF CENTER OF STREET.
 PO0207
 PO0207                          STATION RECOVERY (1937)
 PO0207
 PO0207'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1937
 PO0207'IN GOOD CONDITION.  DESCRIPTION IS EXCELLENT.
 PO0207
 PO0207                          STATION RECOVERY (1972)
 PO0207
 PO0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0207'STATION MARK WAS FOUND.  TOP HAS BEEN BROKEN OFF.  REPORTED
 PO0207'DESTROYED IN 1972.
 PO0207
 PO0207                          STATION RECOVERY (1974)
 PO0207
 PO0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PO0207'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 ALONG WITH
 PO0207'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A NEW SURFACE
 PO0207'STATION MARK WAS SET HOLDING THE UNDERGROUND POINT.  THE DISTANCE
 PO0207'AND DIRECTION TO THE REFERENCE MARKS CHECKED.  A NEW DESCRIPTION
 PO0207'FOLLOWS--
 PO0207'
 PO0207'THE STATION IS IN THE SOUTHEAST CORNER OF THE CHESTNUT GRADE
 PO0207'SCHOOL PLAY GROUND, 49 FEET SOUTHWEST OF THE CENTERLINE OF PARK
 PO0207'PLACE, 50 FEET NORTH OF THE CENTERLINE OF W ELM STREET, 37 FEET
 PO0207'SOUTH OF A 20 INCH ELM TREE, 118 FEET EAST OF THE SOUTHEAST
 PO0207'CORNER OF THE SCHOOL AND 53 FEET NORTH OF A 20 INCH ELM TREE.
 PO0207'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CHIPPEWA FALLS 1934
 PO0207'1974.
 PO0207'
 PO0207'REFERENCE MARK 1 IS 12 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 PO0207'SCHOOL, 37 FEET NORTH OF THE CENTERLINE OF W ELM ST. AND 25
 PO0207'FEET EAST OF THE EAST EDGE OF AN ENTRANCE SIDEWALK.  THE MONUMENT
 PO0207'IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED CHIPPEWA FALLS
 PO0207'NO 2 1934.
 PO0207'
 PO0207'REFERENCE MARK 2 IS 26 FEET NORTHEAST OF THE CENTERLINE OF PARK
 PO0207'PLANE, 2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK AND 9
 PO0207'FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS
 PO0207'FLUSH AND THE DISK IS STAMPED CHIPPEWA FALLS NO 2 1934.
 PO0207'
 PO0207'THE AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTERLINE OF W. ELM
 PO0207'ST. 25 FEET EAST OF THE CENTERLINE OF PEARL ST., 1 FOOT SOUTH OF
 PO0207'THE SOUTH CURB OF W. ELM ST. AND 6 FEET NORTH OF THE NORTH EDGE OF
 PO0207'A SIDEWALK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 PO0207'CHIPPEWA FALLS AZIMUTH 1934.
 PO0207'
 PO0207'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PO0207'
 PO0207'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PO0207'AT CHIPPEWA FALLS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4504 ***********************************************************************
 DJ4504  DESIGNATION -  CHIPPEWA FALLS GPS 2
 DJ4504  PID         -  DJ4504
 DJ4504  STATE/COUNTY-  WI/CHIPPEWA
 DJ4504  COUNTRY     -  US
 DJ4504  USGS QUAD   -  LAKE WISSOTA (2018)
 DJ4504
 DJ4504                         *CURRENT SURVEY CONTROL
 DJ4504  ______________________________________________________________________
 DJ4504* NAD 83(2011) POSITION- 44 55 13.36203(N) 091 21 30.57432(W)   ADJUSTED
 DJ4504* NAD 83(2011) ELLIP HT-   261.750 (meters)        (06/27/12)   ADJUSTED
 DJ4504* NAD 83(2011) EPOCH   -  2010.00
 DJ4504* NAVD 88 ORTHO HEIGHT -   292.733 (meters)      960.41  (feet) ADJUSTED
 DJ4504  ______________________________________________________________________
 DJ4504  GEOID HEIGHT    -        -30.979 (meters)                     GEOID18
 DJ4504  NAD 83(2011) X  -   -107,255.454 (meters)                     COMP
 DJ4504  NAD 83(2011) Y  - -4,522,757.077 (meters)                     COMP
 DJ4504  NAD 83(2011) Z  -  4,481,272.103 (meters)                     COMP
 DJ4504  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 DJ4504  DYNAMIC HEIGHT  -        292.708 (meters)      960.33  (feet) COMP
 DJ4504  MODELED GRAVITY -    980,521.3   (mgal)                       NAVD 88
 DJ4504
 DJ4504  VERT ORDER      -  SECOND    CLASS I
 DJ4504
 DJ4504  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4504  Standards:
 DJ4504         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4504            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4504  -------------------------------------------------------------------
 DJ4504  NETWORK    0.26   0.31           0.12   0.09   0.16      0.04345056
 DJ4504  -------------------------------------------------------------------
 DJ4504  Click here for local accuracies and other accuracy information.
 DJ4504
 DJ4504.The horizontal coordinates were established by GPS observations
 DJ4504.and adjusted by the National Geodetic Survey in June 2012.
 DJ4504
 DJ4504.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4504.been affixed to the stable North American tectonic plate. See 
 DJ4504.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4504
 DJ4504.The horizontal coordinates are valid at the epoch date displayed above
 DJ4504.which is a decimal equivalence of Year/Month/Day.
 DJ4504
 DJ4504.The orthometric height was determined by differential leveling and
 DJ4504.adjusted by the WI DEPT OF TRANSP
 DJ4504.in May 2012.
 DJ4504
 DJ4504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4504.GEOID18 height accuracy estimate available here.
 DJ4504
 DJ4504.Click photographs - Photos may exist for this station.
 DJ4504
 DJ4504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4504
 DJ4504.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4504
 DJ4504.The ellipsoidal height was determined by GPS observations
 DJ4504.and is referenced to NAD 83.
 DJ4504
 DJ4504.The dynamic height is computed by dividing the NAVD 88
 DJ4504.geopotential number by the normal gravity value computed on the
 DJ4504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4504.degrees latitude (g = 980.6199 gals.).
 DJ4504
 DJ4504.The modeled gravity was interpolated from observed gravity values.
 DJ4504
 DJ4504. The following values were computed from the NAD 83(2011) position.
 DJ4504
 DJ4504;                    North         East     Units Scale Factor Converg.
 DJ4504;SPC WI C     -   121,688.325   492,750.222   MT  0.99994100   -0 57 30.7
 DJ4504;SPC WI C     -   399,239.11  1,616,631.35   sFT  0.99994100   -0 57 30.7
 DJ4504;UTM  15      - 4,975,416.149   629,555.007   MT  0.99980639   +1 09 33.4
 DJ4504
 DJ4504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4504!SPC WI C     -   0.99995896  x   0.99994100  =   0.99989996
 DJ4504!UTM  15      -   0.99995896  x   0.99980639  =   0.99976536
 DJ4504
 DJ4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2955575416(NAD 83)
 DJ4504
 DJ4504                          SUPERSEDED SURVEY CONTROL
 DJ4504
 DJ4504  NAD 83(2007)-  44 55 13.36209(N)    091 21 30.57481(W) AD(2002.00) B
 DJ4504  ELLIP H (07/29/08)  261.774  (m)                       GP(2002.00) 4 1
 DJ4504  NAVD 88             292.73   (m)          960.4    (f) LEVELING    3  
 DJ4504  NAVD 88             292.72   (m)          960.4    (f) LEVELING    3  
 DJ4504  NAVD 88 (07/08/08)  292.719  (m)          960.36   (f) SUPERSEDED  2 1
 DJ4504
 DJ4504.Superseded values are not recommended for survey control.
 DJ4504
 DJ4504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4504.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4504
 DJ4504_MARKER: DD = SURVEY DISK
 DJ4504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4504_STAMPING: CHIPPEWA FALLS GPS 2 2004
 DJ4504_MARK LOGO: WIDT
 DJ4504_PROJECTION: FLUSH
 DJ4504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4504+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2011
 DJ4504
 DJ4504  HISTORY     - Date     Condition        Report By
 DJ4504  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4504  HISTORY     - 20061115 GOOD             WIDT
 DJ4504  HISTORY     - 20080728 GOOD             WIDT
 DJ4504  HISTORY     - 20111202 GOOD             WIDT
 DJ4504
 DJ4504                          STATION DESCRIPTION
 DJ4504
 DJ4504'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4504'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH STATE
 DJ4504'HIGHWAY 178 AND BUSINESS HIGHWAY 29 (EXIT 79) JUST SOUTHEAST OF THE
 DJ4504'CITY OF CHIPPEWA FALLS, START SOUTHEAST ON STATE HIGHWAY 178 NORTH
 DJ4504'(SEYMOUR CRAY SR BOULEVARD) AROUND A SWEEPING CURVE TO THE NORTH FOR
 DJ4504'0.6 MI (1.0 KM) TO THE NORTH END OF THE STATE HIGHWAY 178 (SEYMOUR
 DJ4504'CRAY SR BOULEVARD) BRIDGE OVER STATE HIGHWAY 29 AND THE STATION ON THE
 DJ4504'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4504'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 50-CM (20
 DJ4504'INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE MEDIAN ABOUT LEVEL
 DJ4504'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.1 M (36.4 FT) WEST OF
 DJ4504'THE CENTERLINE OF NORTHBOUND STATE HIGHWAY 178 (SEYMOUR CRAY SR
 DJ4504'BOULEVARD), 11.4 M (37.4 FT) EAST OF THE CENTERLINE OF SOUTHBOUND
 DJ4504'STATE HIGHWAY 178 (SEYMOUR CRAY SR BOULEVARD), LOCATED WITHIN A METAL
 DJ4504'GUARD RAIL PERIMETER, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND
 DJ4504'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4504'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4504'ABOVE THE HORIZON.
 DJ4504
 DJ4504                          STATION RECOVERY (2008)
 DJ4504
 DJ4504'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DJ4504'RECOVERED AS DESCRIBED.
 DJ4504
 DJ4504                          STATION RECOVERY (2011)
 DJ4504
 DJ4504'RECOVERY NOTE BY WI DEPT OF TRANSP 2011
 DJ4504'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0209 ***********************************************************************
 PO0209  DESIGNATION -  CHIPPEWA FALLS RM 1
 PO0209  PID         -  PO0209
 PO0209  STATE/COUNTY-  WI/CHIPPEWA
 PO0209  COUNTRY     -  US
 PO0209  USGS QUAD   -  CHIPPEWA FALLS (2018)
 PO0209
 PO0209                         *CURRENT SURVEY CONTROL
 PO0209  ______________________________________________________________________
 PO0209* NAD 83(1986) POSITION- 44 56 26.39   (N) 091 23 59.94   (W)   HD_HELD1
 PO0209* NAVD 88 ORTHO HEIGHT -   275.087 (meters)      902.51  (feet) ADJUSTED
 PO0209  ______________________________________________________________________
 PO0209  GEOID HEIGHT    -        -30.986 (meters)                     GEOID18
 PO0209  DYNAMIC HEIGHT  -        275.061 (meters)      902.43  (feet) COMP
 PO0209  MODELED GRAVITY -    980,517.6   (mgal)                       NAVD 88
 PO0209
 PO0209  VERT ORDER      -  SECOND    CLASS 0
 PO0209
 PO0209.The horizontal coordinates were determined by differentially corrected
 PO0209.hand held GPS observations or other comparable positioning techniques
 PO0209.and have an estimated accuracy of +/- 3 meters.
 PO0209
 PO0209.The orthometric height was determined by differential leveling and
 PO0209.adjusted by the NATIONAL GEODETIC SURVEY
 PO0209.in June 1991.
 PO0209
 PO0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0209.GEOID18 height accuracy estimate available here.
 PO0209
 PO0209.Click photographs - Photos may exist for this station.
 PO0209
 PO0209.The dynamic height is computed by dividing the NAVD 88
 PO0209.geopotential number by the normal gravity value computed on the
 PO0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0209.degrees latitude (g = 980.6199 gals.).
 PO0209
 PO0209.The modeled gravity was interpolated from observed gravity values.
 PO0209
 PO0209;                    North         East    Units  Estimated Accuracy
 PO0209;SPC WI C     -   123,997.8     489,513.8     MT  (+/- 3 meters HH1 GPS) 
 PO0209
 PO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2623577604(NAD 83)
 PO0209
 PO0209                          SUPERSEDED SURVEY CONTROL
 PO0209
 PO0209  NGVD 29 (??/??/92)  275.076  (m)          902.48   (f) ADJ UNCH    2 0
 PO0209
 PO0209.Superseded values are not recommended for survey control.
 PO0209
 PO0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0209.See file dsdata.pdf to determine how the superseded data were derived.
 PO0209
 PO0209_MARKER: DR = REFERENCE MARK DISK
 PO0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0209_STAMPING: IPPEWA FALLS NO 1 1934
 PO0209_MARK LOGO: CGS
 PO0209_PROJECTION: FLUSH
 PO0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0209+STABILITY: SURFACE MOTION
 PO0209
 PO0209  HISTORY     - Date     Condition        Report By
 PO0209  HISTORY     - 1934     MONUMENTED       CGS
 PO0209  HISTORY     - 1934     GOOD             CGS
 PO0209
 PO0209                          STATION DESCRIPTION
 PO0209
 PO0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0209'IN CHIPPEWA FALLS.
 PO0209'IN CHIPPEWA ONE FOOT WEST OF EAST LINE OF GRADE SCHOOL ON ELM
 PO0209'STREET 13 FEET SOUTH OF BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0208 ***********************************************************************
 PO0208  DESIGNATION -  CHIPPEWA FALLS RM 2
 PO0208  PID         -  PO0208
 PO0208  STATE/COUNTY-  WI/CHIPPEWA
 PO0208  COUNTRY     -  US
 PO0208  USGS QUAD   -  CHIPPEWA FALLS (2018)
 PO0208
 PO0208                         *CURRENT SURVEY CONTROL
 PO0208  ______________________________________________________________________
 PO0208* NAD 83(1986) POSITION- 44 56 27.60   (N) 091 23 58.28   (W)   HD_HELD1
 PO0208* NAVD 88 ORTHO HEIGHT -   274.026 (meters)      899.03  (feet) ADJUSTED
 PO0208  ______________________________________________________________________
 PO0208  GEOID HEIGHT    -        -30.986 (meters)                     GEOID18
 PO0208  DYNAMIC HEIGHT  -        274.001 (meters)      898.95  (feet) COMP
 PO0208  MODELED GRAVITY -    980,517.6   (mgal)                       NAVD 88
 PO0208
 PO0208  VERT ORDER      -  SECOND    CLASS 0
 PO0208
 PO0208.The horizontal coordinates were determined by differentially corrected
 PO0208.hand held GPS observations or other comparable positioning techniques
 PO0208.and have an estimated accuracy of +/- 3 meters.
 PO0208
 PO0208.The orthometric height was determined by differential leveling and
 PO0208.adjusted by the NATIONAL GEODETIC SURVEY
 PO0208.in June 1991.
 PO0208
 PO0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0208.GEOID18 height accuracy estimate available here.
 PO0208
 PO0208.Click photographs - Photos may exist for this station.
 PO0208
 PO0208.The dynamic height is computed by dividing the NAVD 88
 PO0208.geopotential number by the normal gravity value computed on the
 PO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0208.degrees latitude (g = 980.6199 gals.).
 PO0208
 PO0208.The modeled gravity was interpolated from observed gravity values.
 PO0208
 PO0208;                    North         East    Units  Estimated Accuracy
 PO0208;SPC WI C     -   124,034.6     489,550.9     MT  (+/- 3 meters HH1 GPS) 
 PO0208
 PO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2627177642(NAD 83)
 PO0208
 PO0208                          SUPERSEDED SURVEY CONTROL
 PO0208
 PO0208  NGVD 29 (??/??/92)  274.016  (m)          899.00   (f) ADJ UNCH    2 0
 PO0208
 PO0208.Superseded values are not recommended for survey control.
 PO0208
 PO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0208.See file dsdata.pdf to determine how the superseded data were derived.
 PO0208
 PO0208_MARKER: DR = REFERENCE MARK DISK
 PO0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0208_STAMPING: CHIPPEWA FALLS NO 2 1934
 PO0208_MARK LOGO: CGS
 PO0208_PROJECTION: FLUSH
 PO0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0208+STABILITY: SURFACE MOTION
 PO0208
 PO0208  HISTORY     - Date     Condition        Report By
 PO0208  HISTORY     - 1934     MONUMENTED       CGS
 PO0208  HISTORY     - 1934     GOOD             CGS
 PO0208
 PO0208                          STATION DESCRIPTION
 PO0208
 PO0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0208'IN CHIPPEWA FALLS.
 PO0208'IN CHIPPEWA FALLS EAST OF GRADE SCHOOL ON WEST ELM STREET 22 FEET
 PO0208'EAST OF CENTER OF STREET 4 FEET SOUTH OF CURB OF PRIVATE DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0659 ***********************************************************************
 PO0659  DESIGNATION -  CHIPPEWA FALLS ST JOS HOSP STK
 PO0659  PID         -  PO0659
 PO0659  STATE/COUNTY-  WI/CHIPPEWA
 PO0659  COUNTRY     -  US
 PO0659  USGS QUAD   -  CHIPPEWA FALLS (2018)
 PO0659
 PO0659                         *CURRENT SURVEY CONTROL
 PO0659  ______________________________________________________________________
 PO0659* NAD 83(1996) POSITION- 44 56 20.46192(N) 091 24 15.18199(W)   ADJUSTED
 PO0659  ______________________________________________________________________
 PO0659  GEOID HEIGHT    -        -30.986 (meters)                     GEOID18
 PO0659  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 PO0659  HORZ ORDER      -  THIRD
 PO0659
 PO0659.The horizontal coordinates were established by classical geodetic methods
 PO0659.and adjusted by the National Geodetic Survey in March 1999.
 PO0659
 PO0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0659.GEOID18 height accuracy estimate available here.
 PO0659
 PO0659.Click photographs - Photos may exist for this station.
 PO0659
 PO0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0659
 PO0659. The following values were computed from the NAD 83(1996) position.
 PO0659
 PO0659;                    North         East     Units Scale Factor Converg.
 PO0659;SPC WI C     -   123,820.643   489,176.561   MT  0.99994131   -0 59 26.8
 PO0659;SPC WI C     -   406,234.89  1,604,906.77   sFT  0.99994131   -0 59 26.8
 PO0659;UTM  15      - 4,977,414.659   625,905.497   MT  0.99979493   +1 07 38.4
 PO0659
 PO0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2590577414(NAD 83)
 PO0659
 PO0659                          SUPERSEDED SURVEY CONTROL
 PO0659
 PO0659  NAD 83(1991)-  44 56 20.46213(N)    091 24 15.18378(W) AD(       ) 3
 PO0659  NAD 83(1986)-  44 56 20.45780(N)    091 24 15.20205(W) AD(       ) 3
 PO0659  NAD 27      -  44 56 20.60600(N)    091 24 14.63100(W) AD(       ) 3
 PO0659
 PO0659.Superseded values are not recommended for survey control.
 PO0659
 PO0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0659.See file dsdata.pdf to determine how the superseded data were derived.
 PO0659
 PO0659_MARKER: 63 = STACK
 PO0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0659+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2001
 PO0659
 PO0659  HISTORY     - Date     Condition        Report By
 PO0659  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0659  HISTORY     - 1957     GOOD             CGS
 PO0659  HISTORY     - 1964     GOOD             CGS
 PO0659  HISTORY     - 20010822 GOOD             USPSQD
 PO0659
 PO0659                          STATION DESCRIPTION
 PO0659
 PO0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0659'THIS STATION IS THE CENTER OF A BUFF-BRICK STACK AT THE
 PO0659'POWER PLANT OF ST. JOSEPHS HOSPITAL IN CHIPPEWA FALLS.  THE
 PO0659'STACK IS ABOUT 100 FEET HIGH, HAS A RING OF BRICK SET OUT
 PO0659'ABOUT FIVE FEET FROM THE TOP, AND A FLARING TOP MADE BY SETTING
 PO0659'OUT SUCCEEDING COURSES OF BRICK.  BETWEEN THE RING AND THE
 PO0659'FLARE THERE IS A SQUARE DESIGN OF DARKER BRICK.  THE STACK IS
 PO0659'LOCATED AT THE REAR OF THE HOSPITAL WHICH FRONTS ON DEARBORN
 PO0659'STREET AT CEDAR STREET.  THE STACK IS A VERY PROMINENT
 PO0659'OBJECT IN CHIPPEWA FALLS AND IS VISIBLE THROUGHOUT THE
 PO0659'VALLEY.
 PO0659
 PO0659                          STATION RECOVERY (1957)
 PO0659
 PO0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 PO0659'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 PO0659'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 PO0659
 PO0659                          STATION RECOVERY (1964)
 PO0659
 PO0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RCY)
 PO0659'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PO0659
 PO0659                          STATION RECOVERY (2001)
 PO0659
 PO0659'RECOVERY NOTE BY US POWER SQUADRON 2001 (LEK)
 PO0659'SAINT JOSEPH HOSPITAL RELOCATED, ORIGINAL FACILITY REMAINS, LOCATED AT
 PO0659'912 PEARL, NOT ON DEARBORN
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9971 ***********************************************************************
 AF9971  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9971  DESIGNATION -  CHIPPEWA GPS
 AF9971  PID         -  AF9971
 AF9971  STATE/COUNTY-  WI/ASHLAND
 AF9971  COUNTRY     -  US
 AF9971  USGS QUAD   -  PEEKSVILLE (2018)
 AF9971
 AF9971                         *CURRENT SURVEY CONTROL
 AF9971  ______________________________________________________________________
 AF9971* NAD 83(2011) POSITION- 46 00 40.86041(N) 090 36 14.15088(W)   ADJUSTED
 AF9971* NAD 83(2011) ELLIP HT-   429.404 (meters)        (06/27/12)   ADJUSTED
 AF9971* NAD 83(2011) EPOCH   -  2010.00
 AF9971* NAVD 88 ORTHO HEIGHT -   459.79  (meters)     1508.5   (feet) GPS OBS
 AF9971  ______________________________________________________________________
 AF9971  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AF9971  GEOID HEIGHT    -        -30.373 (meters)                     GEOID12A
 AF9971  GEOID HEIGHT    -        -30.404 (meters)                     GEOID18
 AF9971  NAD 83(2011) X  -    -46,775.183 (meters)                     COMP
 AF9971  NAD 83(2011) Y  - -4,437,464.220 (meters)                     COMP
 AF9971  NAD 83(2011) Z  -  4,566,432.765 (meters)                     COMP
 AF9971  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 AF9971
 AF9971  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9971  Standards:
 AF9971         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9971            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9971  -------------------------------------------------------------------
 AF9971  NETWORK    0.52   1.20           0.24   0.18   0.61      0.02305602
 AF9971  -------------------------------------------------------------------
 AF9971  Click here for local accuracies and other accuracy information.
 AF9971
 AF9971.The horizontal coordinates were established by GPS observations
 AF9971.and adjusted by the National Geodetic Survey in June 2012.
 AF9971
 AF9971.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9971.been affixed to the stable North American tectonic plate. See 
 AF9971.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9971
 AF9971.The horizontal coordinates are valid at the epoch date displayed above
 AF9971.which is a decimal equivalence of Year/Month/Day.
 AF9971
 AF9971.The orthometric height was determined by GPS observations and a
 AF9971.high-resolution geoid model using precise GPS observation and
 AF9971.processing techniques.
 AF9971
 AF9971.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9971.GEOID18 height accuracy estimate available here.
 AF9971
 AF9971.Click photographs - Photos may exist for this station.
 AF9971
 AF9971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9971
 AF9971.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9971
 AF9971.The ellipsoidal height was determined by GPS observations
 AF9971.and is referenced to NAD 83.
 AF9971
 AF9971. The following values were computed from the NAD 83(2011) position.
 AF9971
 AF9971;                    North         East     Units Scale Factor Converg.
 AF9971;SPC WI N     -    94,059.173   553,229.928   MT  0.99994906   -0 26 08.4
 AF9971;SPC WI N     -   308,592.47  1,815,055.19   sFT  0.99994906   -0 26 08.4
 AF9971;UTM  15      - 5,098,099.939   685,493.404   MT  1.00002300   +1 43 27.9
 AF9971
 AF9971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9971!SPC WI N     -   0.99993269  x   0.99994906  =   0.99988175
 AF9971!UTM  15      -   0.99993269  x   1.00002300  =   0.99995569
 AF9971
 AF9971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8549398099(NAD 83)
 AF9971
 AF9971                          SUPERSEDED SURVEY CONTROL
 AF9971
 AF9971  NAD 83(2007)-  46 00 40.86051(N)    090 36 14.15159(W) AD(2002.00) 0
 AF9971  ELLIP H (02/10/07)  429.433  (m)                       GP(2002.00)    
 AF9971  NAD 83(1997)-  46 00 40.86063(N)    090 36 14.15213(W) AD(       ) 1
 AF9971  ELLIP H (12/26/02)  429.451  (m)                       GP(       ) 3 2
 AF9971  NAD 83(1991)-  46 00 40.86030(N)    090 36 14.15104(W) AD(       ) 1
 AF9971  ELLIP H (04/30/98)  429.464  (m)                       GP(       ) 3 2
 AF9971  NAVD 88 (04/30/98)  459.8    (m)  GEOID96  model used  GPS OBS        
 AF9971
 AF9971.Superseded values are not recommended for survey control.
 AF9971
 AF9971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9971.See file dsdata.pdf to determine how the superseded data were derived.
 AF9971
 AF9971_MARKER: DD = SURVEY DISK
 AF9971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9971_STAMPING: CHIPPEWA GPS 1995
 AF9971_MARK LOGO: WI-099
 AF9971_PROJECTION: FLUSH
 AF9971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9971+STABILITY: SURFACE MOTION
 AF9971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9971+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 AF9971
 AF9971  HISTORY     - Date     Condition        Report By
 AF9971  HISTORY     - 1995     MONUMENTED       WI-099
 AF9971  HISTORY     - 20030905 MARK NOT FOUND   USPSQD
 AF9971  HISTORY     - 20061117 GOOD             WIDT
 AF9971  HISTORY     - 20100526 GOOD             WIDT
 AF9971
 AF9971                          STATION DESCRIPTION
 AF9971
 AF9971'DESCRIBED BY PRICE COUNTY WISCONSIN 1995 (AS)
 AF9971'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF THE VILLAGE OF
 AF9971'BUTTERNUT, ASHLAND COUNTY, WISCONSIN, ON LAND OWNED BY THE TOWN OF
 AF9971'CHIPPEWA IN THE SW 1/4 OF THE SE 1/4 OF SECTION 22, T41N, R2W, IN THE
 AF9971'TOWN OF CHIPPEWA, ASHLAND COUNTY, WISCONSIN.  TO REACH THE STATION
 AF9971'FROM THE INTERSECTION OF STATE TRUNK HIGHWAY 13 AND COUNTY TRUNK
 AF9971'HIGHWAY F IN THE VILLAGE OF BUTTERNUT, ASHLAND COUNTY, WISCONSIN, GO
 AF9971'SOUTH ALONG HIGHWAY 13, 0.48 KM (0.30 MI) TO WEST ROAD.  THEN GO WEST
 AF9971'ON WEST ROAD, 8.2 KM (5.10 MI) TO THE STATION.  THE STATION IS 7.62 M
 AF9971'(25.00 FT) NORTH OF WEST ROAD.  AN OLD GRAVEL PIT IS SOUTH OF WEST
 AF9971'ROAD.  THE STATION IS ABOUT 122 M (400.3 FT) WEST OF A DRIVEWAY TO THE
 AF9971'NORTH.  THE STATION IS A 8.89 CM (3.5 IN) BRASS CAP STAMPED---CHIPPEWA
 AF9971'1995---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 38.1 CM (15 IN)
 AF9971'IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AF9971
 AF9971                          STATION RECOVERY (2003)
 AF9971
 AF9971'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AF9971'NOT FOUND.  THE DESCRIPTION IS NOT PRECISE ENOUGH.
 AF9971
 AF9971                          STATION RECOVERY (2006)
 AF9971
 AF9971'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AF9971'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AF9971'OF STATE HIGHWAY 13 WITH COUNTY HIGHWAY B ON THE SOUTH SIDE OF THE
 AF9971'VILLAGE OF BUTTERNUT, GO NORTH ON STATE HIGHWAY 13 FOR 31 M TO 4TH
 AF9971'STREET RIGHT AND WEST ROAD LEFT, TURN LEFT AND GO WEST ON WEST ROAD
 AF9971'FOR 4.0 MILES TO MAIL ROUTE ROAD RIGHT, CONTINUE WEST ON WEST ROAD FOR
 AF9971'0.96 MILE TO AN ABANDONED GRAVEL QUARRY LEFT AND THE STATION ON THE
 AF9971'RIGHT.
 AF9971'THE STATION IS A BRONZE PRICE COUNTY GEODETIC CONTROL MARKER DISK
 AF9971'STAMPED --CHIPPEWA GPS 1995-- SET IN THE TOP OF A 38-CM DIAMETER ROUND
 AF9971'CONCRETE POST, LEVEL WITH THE GROUND AND APPROXIMATELY LEVEL WITH THE
 AF9971'ROAD PAVEMENT.
 AF9971'THE STATION IS 7.4 M NORTH OF THE CENTERLINE OF WEST ROAD, 117 M WEST
 AF9971'OF PRIVATE ENTRANCE --75530--, 43.0 M WEST OF THE EXTENDED CENTERLINE
 AF9971'OF THE ENTRANCE TO THE ABANDONED GRAVEL PIT, 6.6 M EAST-SOUTHEAST OF
 AF9971'POWER POLE --22-51/08--, 2.0 M SOUTH OF A BARBED WIRE FENCE, AND 1.0 M
 AF9971'SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4
 AF9971'PLASTIC GUARD POSTS.
 AF9971'---NOTE1--- CHIPPEWA IS NOW STAMPED --CHIPPEWA GPS 1995-- WITH THE
 AF9971'--GPS-- BEING ADDED TO THE STAMPING.  ---NOTE2--- THIS STATION HAS NO
 AF9971'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AF9971'HORIZON.
 AF9971
 AF9971                          STATION RECOVERY (2010)
 AF9971
 AF9971'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9971'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7189 ***********************************************************************
 DN7189  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7189  DESIGNATION -  CHIPPEWA W GPS
 DN7189  PID         -  DN7189
 DN7189  STATE/COUNTY-  WI/ASHLAND
 DN7189  COUNTRY     -  US
 DN7189  USGS QUAD   -  CLAM LAKE SE (2018)
 DN7189
 DN7189                         *CURRENT SURVEY CONTROL
 DN7189  ______________________________________________________________________
 DN7189* NAD 83(2011) POSITION- 46 02 21.83504(N) 090 46 46.17839(W)   ADJUSTED
 DN7189* NAD 83(2011) ELLIP HT-   417.853 (meters)        (04/15/13)   ADJUSTED
 DN7189* NAD 83(2011) EPOCH   -  2010.00
 DN7189* NAVD 88 ORTHO HEIGHT -   448.13  (meters)     1470.2   (feet) GPS OBS
 DN7189  ______________________________________________________________________
 DN7189  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7189  GEOID HEIGHT    -        -30.277 (meters)                     GEOID12A
 DN7189  GEOID HEIGHT    -        -30.286 (meters)                     GEOID18
 DN7189  NAD 83(2011) X  -    -60,341.390 (meters)                     COMP
 DN7189  NAD 83(2011) Y  - -4,435,048.498 (meters)                     COMP
 DN7189  NAD 83(2011) Z  -  4,568,589.300 (meters)                     COMP
 DN7189  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 DN7189
 DN7189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7189  Standards:
 DN7189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7189  -------------------------------------------------------------------
 DN7189  NETWORK    0.54   1.16           0.25   0.18   0.59     -0.04519508
 DN7189  -------------------------------------------------------------------
 DN7189  Click here for local accuracies and other accuracy information.
 DN7189
 DN7189.The horizontal coordinates were established by GPS observations
 DN7189.and adjusted by the National Geodetic Survey in April 2013.
 DN7189
 DN7189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7189.been affixed to the stable North American tectonic plate. See 
 DN7189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7189
 DN7189.The horizontal coordinates are valid at the epoch date displayed above
 DN7189.which is a decimal equivalence of Year/Month/Day.
 DN7189
 DN7189.The orthometric height was determined by GPS observations and a
 DN7189.high-resolution geoid model using precise GPS observation and
 DN7189.processing techniques.
 DN7189
 DN7189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7189.GEOID18 height accuracy estimate available here.
 DN7189
 DN7189.Click photographs - Photos may exist for this station.
 DN7189
 DN7189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7189
 DN7189.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7189
 DN7189.The ellipsoidal height was determined by GPS observations
 DN7189.and is referenced to NAD 83.
 DN7189
 DN7189. The following values were computed from the NAD 83(2011) position.
 DN7189
 DN7189;                    North         East     Units Scale Factor Converg.
 DN7189;SPC WI N     -    97,294.911   539,664.810   MT  0.99994785   -0 33 44.3
 DN7189;SPC WI N     -   319,208.39  1,770,550.30   sFT  0.99994785   -0 33 44.3
 DN7189;UTM  15      - 5,100,822.090   671,815.339   MT  0.99996291   +1 35 55.5
 DN7189
 DN7189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7189!SPC WI N     -   0.99993450  x   0.99994785  =   0.99988235
 DN7189!UTM  15      -   0.99993450  x   0.99996291  =   0.99989741
 DN7189
 DN7189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7181500822(NAD 83)
 DN7189
 DN7189                          SUPERSEDED SURVEY CONTROL
 DN7189
 DN7189  NAD 83(2007)-  46 02 21.83515(N)    090 46 46.17915(W) AD(2002.00) 1
 DN7189  ELLIP H (04/06/12)  417.879  (m)                       GP(2002.00) 1 1
 DN7189
 DN7189.Superseded values are not recommended for survey control.
 DN7189
 DN7189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7189.See file dsdata.pdf to determine how the superseded data were derived.
 DN7189
 DN7189_MARKER: DD = SURVEY DISK
 DN7189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7189_STAMPING: CHIPPEWA W GPS 2006
 DN7189_MARK LOGO: WIDT
 DN7189_PROJECTION: FLUSH
 DN7189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7189+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DN7189
 DN7189  HISTORY     - Date     Condition        Report By
 DN7189  HISTORY     - 2005     MONUMENTED       WIDT
 DN7189  HISTORY     - 20100524 GOOD             WIDT
 DN7189
 DN7189                          STATION DESCRIPTION
 DN7189
 DN7189'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7189'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN7189'HIGHWAY GG SOUTH APPROXIMATELY 1 MI (1.6 KM) EAST OF THE COMMUNITY OF
 DN7189'CLAM LAKE, GO SOUTH ON COUNTY HIGHWAY GG FOR 9.1 MI (14.6 KM) TO
 DN7189'FOREST ROAD 164 (STOCK FARM ROAD) LEFT.  TURN LEFT AND GO EAST ON
 DN7189'FOREST ROAD 164 FOR 3.2 MI (5.1 KM) TO FOREST ROAD 168 LEFT.  CONTINUE
 DN7189'EAST ON FOREST ROAD 164 FOR 0.90 MI (1.4 KM) TO A SINGLE LANE WOOD
 DN7189'BRIDGE OVER HUNGRY RUN CREEK AND THE STATION ON THE LEFT.
 DN7189'
 DN7189'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7189'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7189'INCH) DIAMETER CONCRETE POST 2.0 M (6.6 FT) DEEP, LEVEL WITH THE
 DN7189'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7189'3.5 M (11.5 FT) NORTH OF THE CENTERLINE OF FOREST ROAD 164, 0.3 MI
 DN7189'(0.5 KM) WEST OF FOREST ROAD 274 (NORTH), 1.25 MI (2.0 KM) WEST OF
 DN7189'FOREST ROAD 166, 24.4 M (80.1 FT) WEST OF THE CENTER OF WOOD BRIDGE
 DN7189'-164-2538-, 11.8 M (38.7 FT) WEST OF THE WEST END OF THE NORTH GUARD
 DN7189'RAIL AND 1.0 M (3.3 FT) EAST AND 1.0 M (3.3 FT) WEST OF TWO ORANGE 4X4
 DN7189'PLASTIC GUARD POSTS.
 DN7189'
 DN7189'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7189'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0211 ***********************************************************************
 RM0211  DESIGNATION -  CHISELED SQUARE
 RM0211  PID         -  RM0211
 RM0211  STATE/COUNTY-  WI/ASHLAND
 RM0211  COUNTRY     -  US
 RM0211  USGS QUAD   -  ASHLAND WEST (2018)
 RM0211
 RM0211                         *CURRENT SURVEY CONTROL
 RM0211  ______________________________________________________________________
 RM0211* NAD 83(1986) POSITION- 46 35 09.     (N) 090 53 19.     (W)   SCALED
 RM0211* NAVD 88 ORTHO HEIGHT -   203.814 (meters)      668.68  (feet) ADJUSTED
 RM0211  ______________________________________________________________________
 RM0211  GEOID HEIGHT    -        -31.667 (meters)                     GEOID18
 RM0211  DYNAMIC HEIGHT  -        203.819 (meters)      668.70  (feet) COMP
 RM0211  MODELED GRAVITY -    980,634.4   (mgal)                       NAVD 88
 RM0211
 RM0211  VERT ORDER      -  FIRST     CLASS II
 RM0211
 RM0211.The horizontal coordinates were scaled from a map and have
 RM0211.an estimated accuracy of +/- 6 seconds.
 RM0211
 RM0211.The orthometric height was determined by differential leveling and
 RM0211.adjusted by the NATIONAL GEODETIC SURVEY
 RM0211.in June 1991.
 RM0211
 RM0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0211.GEOID18 height accuracy estimate available here.
 RM0211
 RM0211.Click photographs - Photos may exist for this station.
 RM0211
 RM0211.The dynamic height is computed by dividing the NAVD 88
 RM0211.geopotential number by the normal gravity value computed on the
 RM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0211.degrees latitude (g = 980.6199 gals.).
 RM0211
 RM0211.The modeled gravity was interpolated from observed gravity values.
 RM0211
 RM0211;                    North         East    Units  Estimated Accuracy
 RM0211;SPC WI N     -   158,120.      531,900.      MT  (+/- 180 meters Scaled)
 RM0211
 RM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM617613(NAD 83)
 RM0211
 RM0211                          SUPERSEDED SURVEY CONTROL
 RM0211
 RM0211  NGVD 29 (??/??/92)  203.826  (m)          668.72   (f) ADJ UNCH    1 2
 RM0211
 RM0211.Superseded values are not recommended for survey control.
 RM0211
 RM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0211.See file dsdata.pdf to determine how the superseded data were derived.
 RM0211
 RM0211_MARKER: Q = CHISELED SQUARE
 RM0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0211_SP_SET: BUILDING
 RM0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0211
 RM0211  HISTORY     - Date     Condition        Report By
 RM0211  HISTORY     - UNK      MONUMENTED       USGS
 RM0211  HISTORY     - 1942     GOOD             CGS
 RM0211  HISTORY     - 1977     GOOD             NGS
 RM0211  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0211  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 RM0211  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 RM0211  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 RM0211  HISTORY     - 20041109 MARK NOT FOUND   WIDT
 RM0211  HISTORY     - 20080513 MARK NOT FOUND   GEOCAC
 RM0211
 RM0211                          STATION DESCRIPTION
 RM0211
 RM0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 RM0211'AT ASHLAND.
 RM0211'AT ASHLAND, ASHLAND COUNTY, AT THE CHICAGO AND NORTH WESTERN
 RM0211'RAILWAY STATION, ON THE SOUTH SIDE OF THE BUILDING, AT THE
 RM0211'EAST DOOR OF THE WAITING-ROOM ENTRANCE, AND ON THE TOP OF THE
 RM0211'EAST END OF THE STONE STEP.  A CHISELED SQUARE.
 RM0211
 RM0211                          STATION RECOVERY (1977)
 RM0211
 RM0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 RM0211'RECOVERED IN GOOD CONDITION.
 RM0211
 RM0211                          STATION RECOVERY (1982)
 RM0211
 RM0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0211'NOT RECOVERED, POST OFFICE WAS REBUILT IN 1939.
 RM0211
 RM0211                          STATION RECOVERY (1997)
 RM0211
 RM0211'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0211'MARK NOT FOUND.
 RM0211
 RM0211                          STATION RECOVERY (2002)
 RM0211
 RM0211'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0211'MARK NOT FOUND.
 RM0211
 RM0211                          STATION RECOVERY (2003)
 RM0211
 RM0211'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0211'MARK NOT FOUND.
 RM0211
 RM0211                          STATION RECOVERY (2004)
 RM0211
 RM0211'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0211'MARK NOT FOUND.
 RM0211
 RM0211                          STATION RECOVERY (2008)
 RM0211
 RM0211'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 RM0211'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0213 ***********************************************************************
 RM0213  DESIGNATION -  CHISELED SQUARE
 RM0213  PID         -  RM0213
 RM0213  STATE/COUNTY-  WI/ASHLAND
 RM0213  COUNTRY     -  US
 RM0213  USGS QUAD   -  ASHLAND WEST (2018)
 RM0213
 RM0213                         *CURRENT SURVEY CONTROL
 RM0213  ______________________________________________________________________
 RM0213* NAD 83(1986) POSITION- 46 35 19.     (N) 090 53 23.     (W)   SCALED
 RM0213* NAVD 88 ORTHO HEIGHT -   198.424 (meters)      651.00  (feet) ADJUSTED
 RM0213  ______________________________________________________________________
 RM0213  GEOID HEIGHT    -        -31.676 (meters)                     GEOID18
 RM0213  DYNAMIC HEIGHT  -        198.429 (meters)      651.01  (feet) COMP
 RM0213  MODELED GRAVITY -    980,634.5   (mgal)                       NAVD 88
 RM0213
 RM0213  VERT ORDER      -  FIRST     CLASS II
 RM0213
 RM0213.The horizontal coordinates were scaled from a map and have
 RM0213.an estimated accuracy of +/- 6 seconds.
 RM0213
 RM0213.The orthometric height was determined by differential leveling and
 RM0213.adjusted by the NATIONAL GEODETIC SURVEY
 RM0213.in June 1991.
 RM0213
 RM0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0213.GEOID18 height accuracy estimate available here.
 RM0213
 RM0213.Click photographs - Photos may exist for this station.
 RM0213
 RM0213.The dynamic height is computed by dividing the NAVD 88
 RM0213.geopotential number by the normal gravity value computed on the
 RM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0213.degrees latitude (g = 980.6199 gals.).
 RM0213
 RM0213.The modeled gravity was interpolated from observed gravity values.
 RM0213
 RM0213;                    North         East    Units  Estimated Accuracy
 RM0213;SPC WI N     -   158,430.      531,820.      MT  (+/- 180 meters Scaled)
 RM0213
 RM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM616616(NAD 83)
 RM0213
 RM0213                          SUPERSEDED SURVEY CONTROL
 RM0213
 RM0213  NGVD 29 (??/??/92)  198.435  (m)          651.03   (f) ADJ UNCH    1 2
 RM0213
 RM0213.Superseded values are not recommended for survey control.
 RM0213
 RM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0213.See file dsdata.pdf to determine how the superseded data were derived.
 RM0213
 RM0213_MARKER: Q = CHISELED SQUARE
 RM0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RM0213_SP_SET: DRAIN PIPE
 RM0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0213
 RM0213  HISTORY     - Date     Condition        Report By
 RM0213  HISTORY     - UNK      MONUMENTED       USGS
 RM0213  HISTORY     - 1934     GOOD             CGS
 RM0213  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0213  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 RM0213  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 RM0213  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 RM0213  HISTORY     - 20080513 MARK NOT FOUND   GEOCAC
 RM0213
 RM0213                          STATION DESCRIPTION
 RM0213
 RM0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0213'AT ASHLAND.
 RM0213'AT ASHLAND, ASHLAND COUNTY, AT THE SOUTHEAST CORNER OF THE
 RM0213'POST OFFICE BUILDING, AND ON THE CENTER OF THE TOP OF A CAST-IRON
 RM0213'DRAIN PIPE IN THE STONE WALL.  A CHISELED SQUARE, MARKED BY THE
 RM0213'CHISELED LETTERS BM ON THE WALL.
 RM0213
 RM0213                          STATION RECOVERY (1982)
 RM0213
 RM0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0213'NOT RECOVERED, RAILROAD STATION IS IN A DILAPIDATED STATE.  UNABLE TO
 RM0213'LOCATE STEP AS DESCRIBED.
 RM0213
 RM0213                          STATION RECOVERY (1997)
 RM0213
 RM0213'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0213'MARK NOT FOUND.
 RM0213
 RM0213                          STATION RECOVERY (2002)
 RM0213
 RM0213'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0213'MARK NOT FOUND.
 RM0213
 RM0213                          STATION RECOVERY (2003)
 RM0213
 RM0213'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0213'STATION NOT FOUND.  IN 1939 THE POST OFFICE BUILDING WAS CONVERTED TO
 RM0213'THE ASHLAND CITY HALL AND POLICE DEPARTMENT BUILDING.  IT IS A BROWN
 RM0213'STONE BUILDING LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 RM0213'OF SIXTH AV W AND MAIN STREET.
 RM0213
 RM0213                          STATION RECOVERY (2008)
 RM0213
 RM0213'RECOVERY NOTE BY GEOCACHING 2008 (JER)
 RM0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0847 ***********************************************************************
 RM0847  DESIGNATION -  CHITT
 RM0847  PID         -  RM0847
 RM0847  STATE/COUNTY-  WI/WASHBURN
 RM0847  COUNTRY     -  US
 RM0847  USGS QUAD   -  CHITTAMO (2018)
 RM0847
 RM0847                         *CURRENT SURVEY CONTROL
 RM0847  ______________________________________________________________________
 RM0847* NAD 83(1996) POSITION- 46 07 41.87944(N) 091 43 00.79938(W)   ADJUSTED
 RM0847* NAVD 88 ORTHO HEIGHT -   337.35  (+/-2cm)     1106.8   (feet) VERTCON3
 RM0847  ______________________________________________________________________
 RM0847  GEOID HEIGHT    -        -27.382 (meters)                     GEOID18
 RM0847  LAPLACE CORR    -         -6.69  (seconds)                    DEFLEC18
 RM0847  HORZ ORDER      -  THIRD
 RM0847  VERT ORDER      -  THIRD ? (See Below)
 RM0847
 RM0847.The horizontal coordinates were established by classical geodetic methods
 RM0847.and adjusted by the National Geodetic Survey in March 1999.
 RM0847
 RM0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0847
 RM0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0847.GEOID18 height accuracy estimate available here.
 RM0847
 RM0847.The vertical order pertains to the NGVD 29 superseded value.
 RM0847
 RM0847.Click photographs - Photos may exist for this station.
 RM0847
 RM0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0847
 RM0847. The following values were computed from the NAD 83(1996) position.
 RM0847
 RM0847;                    North         East     Units Scale Factor Converg.
 RM0847;SPC WI N     -   108,313.916   467,329.418   MT  0.99994558   -1 14 18.6
 RM0847;SPC WI N     -   355,359.91  1,533,229.93   sFT  0.99994558   -1 14 18.6
 RM0847;UTM  15      - 5,109,102.844   599,124.073   MT  0.99972078   +0 55 30.2
 RM0847
 RM0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0847!SPC WI N     -   0.99995141  x   0.99994558  =   0.99989699
 RM0847!UTM  15      -   0.99995141  x   0.99972078  =   0.99967220
 RM0847
 RM0847:                Primary Azimuth Mark                     Grid Az
 RM0847:SPC WI N     -  CHITT AZ MK                              026 00 28.2
 RM0847:UTM  15      -  CHITT AZ MK                              023 50 39.4
 RM0847
 RM0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9912409102(NAD 83)
 RM0847
 RM0847|---------------------------------------------------------------------|
 RM0847| PID    Reference Object                     Distance      Geod. Az  |
 RM0847|                                                           dddmmss.s |
 RM0847| CJ2342 CHITT AZ MK                                        0244609.6 |
 RM0847| RM0306 CHITTAMO                             35.431 METERS 11713     |
 RM0847| CJ2343 CHITT RM 1                           25.661 METERS 24839     |
 RM0847|---------------------------------------------------------------------|
 RM0847
 RM0847                          SUPERSEDED SURVEY CONTROL
 RM0847
 RM0847  NAD 83(1991)-  46 07 41.87834(N)    091 43 00.79827(W) AD(       ) 3
 RM0847  NAD 83(1986)-  46 07 41.87334(N)    091 43 00.79666(W) AD(       ) 3
 RM0847  NAD 27      -  46 07 42.08900(N)    091 43 00.13200(W) AD(       ) 3
 RM0847  NGVD 29             337.40   (m)         1107.0    (f) LEVELING    3  
 RM0847
 RM0847.Superseded values are not recommended for survey control.
 RM0847
 RM0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0847.See file dsdata.pdf to determine how the superseded data were derived.
 RM0847
 RM0847_MARKER: DS = TRIANGULATION STATION DISK
 RM0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0847_STAMPING: CHITT 1953
 RM0847_MARK LOGO: CGS
 RM0847_PROJECTION: FLUSH
 RM0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0847+STABILITY: SURFACE MOTION
 RM0847
 RM0847  HISTORY     - Date     Condition        Report By
 RM0847  HISTORY     - 1953     MONUMENTED       CGS
 RM0847  HISTORY     - 20041130 MARK NOT FOUND   WIDT
 RM0847
 RM0847                          STATION DESCRIPTION
 RM0847
 RM0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0847'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHEAST OF
 RM0847'GORDON, 5-1/2 MILES EAST-NORTHEAST OF MINONG AND NEAR THE
 RM0847'CHITTAMO VILLAGE SITE.  IT IS 53 FEET SOUTHWEST OF THE SOUTHWEST
 RM0847'RAIL OF THE RAILROAD, 62 FEET NORTH OF THE CENTERLINE OF A
 RM0847'ROAD, 36 FEET NORTH OF A POWERLINE POLE AND 5 FEET NORTHEAST
 RM0847'OF A WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 RM0847'GROUND AND THE DISK IS STAMPED CHITT 1953.
 RM0847'
 RM0847'REFERENCE MARK NO. 1 IS 77 FEET WEST OF A POWERLINE POLE, 29
 RM0847'FEET NORTH OF THE CENTERLINE OF A ROAD AND 2 FEET EAST OF A
 RM0847'FENCE CORNER.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 RM0847'IS STAMPED CHITT NO 1 1953.
 RM0847'
 RM0847'CHITTAMO IS 11 FEET NORTH OF THE CENTERLINE OF A ROAD, 9
 RM0847'FEET EAST OF THE EAST RAIL OF RAILROAD AND 4 FEET SOUTHWEST
 RM0847'OF A RAILROAD CROSSING SIGN POST.  IT IS A STANDARD U.S.C. AND
 RM0847'G.S. STATION MARK DISK SET IN A 30 INCH SQUARE CONCRETE SLAB
 RM0847'WHICH IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CHITTAMO
 RM0847'1921.
 RM0847'
 RM0847'A TRAVERSE CONNECTION WAS MADE FROM STATION CHITT TO CHITTAMO.
 RM0847'THE DISTANCE IS AS SHOWN ABOVE.
 RM0847'
 RM0847'AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF A ROAD, 2
 RM0847'FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.
 RM0847'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 RM0847'CHITT 1953.
 RM0847'
 RM0847'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 53 AND STATE
 RM0847'HIGHWAY 77 IN MINONG, GO EAST ON STATE HIGHWAY 77 FOR 5.6
 RM0847'MILES TO THE JUNCTION OF COUNTY ROUTE G, TURN LEFT ON COUNTY
 RM0847'ROUTE G FOR 1.5 MILES TO A RAILROAD UNDERPASS.  HERE CONTINUE
 RM0847'NORTHERLY ON ROUTE G ALONG THE RAILROAD FOR 0.5 MILE TO A CROSS
 RM0847'ROAD, TURN LEFT (WEST) FOR 0.05 MILE TO THE RAILROAD TRACK AND
 RM0847'THE STATION AS DESCRIBED.
 RM0847'
 RM0847'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.05 MILE
 RM0847'TO CROSSROAD, TURN LEFT (NORTH) FOR 0.2 MILE TO THE MARK
 RM0847'ON THE RIGHT.
 RM0847'
 RM0847'CHITTAMO 1921 IS A FIRST ORDER TRAVERSE STATION.
 RM0847'
 RM0847'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RM0847
 RM0847                          STATION RECOVERY (2004)
 RM0847
 RM0847'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0847'FILL HAULED INTO AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0306 ***********************************************************************
 RM0306  DESIGNATION -  CHITTAMO
 RM0306  PID         -  RM0306
 RM0306  STATE/COUNTY-  WI/WASHBURN
 RM0306  COUNTRY     -  US
 RM0306  USGS QUAD   -  CHITTAMO (2018)
 RM0306
 RM0306                         *CURRENT SURVEY CONTROL
 RM0306  ______________________________________________________________________
 RM0306* NAD 83(1996) POSITION- 46 07 41.35460(N) 091 42 59.33172(W)   ADJUSTED
 RM0306* NAVD 88 ORTHO HEIGHT -   337.593 (meters)     1107.59  (feet) POSTED
 RM0306  ______________________________________________________________________
 RM0306  GEOID HEIGHT    -        -27.383 (meters)                     GEOID18
 RM0306  LAPLACE CORR    -         -6.70  (seconds)                    DEFLEC18
 RM0306  DYNAMIC HEIGHT  -        337.62  (meters)     1107.7   (feet) COMP
 RM0306  MODELED GRAVITY -    980,691.6   (mgal)                       NAVD 88
 RM0306
 RM0306  HORZ ORDER      -  FIRST
 RM0306  VERT ORDER      -  * POSTED, SEE BELOW
 RM0306
 RM0306.The horizontal coordinates were established by classical geodetic methods
 RM0306.and adjusted by the National Geodetic Survey in March 1999.
 RM0306
 RM0306.The orthometric height was determined by differential leveling
 RM0306.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RM0306
 RM0306.* This is a POSTED BENCH MARK height.
 RM0306
 RM0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0306.GEOID18 height accuracy estimate available here.
 RM0306
 RM0306.Click photographs - Photos may exist for this station.
 RM0306
 RM0306.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0306
 RM0306.The dynamic height is computed by dividing the NAVD 88
 RM0306.geopotential number by the normal gravity value computed on the
 RM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0306.degrees latitude (g = 980.6199 gals.).
 RM0306
 RM0306.The modeled gravity was interpolated from observed gravity values.
 RM0306
 RM0306. The following values were computed from the NAD 83(1996) position.
 RM0306
 RM0306;                    North         East     Units Scale Factor Converg.
 RM0306;SPC WI N     -   108,297.035   467,360.566   MT  0.99994558   -1 14 17.6
 RM0306;SPC WI N     -   355,304.52  1,533,332.12   sFT  0.99994558   -1 14 17.6
 RM0306;UTM  15      - 5,109,087.154   599,155.829   MT  0.99972086   +0 55 31.3
 RM0306
 RM0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0306!SPC WI N     -   0.99995137  x   0.99994558  =   0.99989695
 RM0306!UTM  15      -   0.99995137  x   0.99972086  =   0.99967225
 RM0306
 RM0306:                Primary Azimuth Mark                     Grid Az
 RM0306:SPC WI N     -  CHARLES                                  154 56 53.9
 RM0306:UTM  15      -  CHARLES                                  152 47 05.0
 RM0306
 RM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9915509087(NAD 83)
 RM0306
 RM0306|---------------------------------------------------------------------|
 RM0306| PID    Reference Object                     Distance      Geod. Az  |
 RM0306|                                                           dddmmss.s |
 RM0306| RM0307 CHARLES                             APPROX. 2.0 KM 1534236.3 |
 RM0306|---------------------------------------------------------------------|
 RM0306
 RM0306                          SUPERSEDED SURVEY CONTROL
 RM0306
 RM0306  NAD 83(1991)-  46 07 41.35352(N)    091 42 59.33065(W) AD(       ) 1
 RM0306  NAD 83(1986)-  46 07 41.34857(N)    091 42 59.32918(W) AD(       ) 1
 RM0306  NAD 27      -  46 07 41.56400(N)    091 42 58.66500(W) AD(       ) 1
 RM0306  USSD        -  46 07 41.91300(N)    091 42 58.38900(W) AD(       ) 3
 RM0306  NGVD 29 (??/??/92)  337.640  (m)         1107.74   (f) ADJ UNCH    1 2
 RM0306  NGVD 29             337.64   (m)         1107.7    (f) LEVELING    3  
 RM0306
 RM0306.Superseded values are not recommended for survey control.
 RM0306
 RM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0306.See file dsdata.pdf to determine how the superseded data were derived.
 RM0306
 RM0306_MARKER: DS = TRIANGULATION STATION DISK
 RM0306_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RM0306+WITH SETTING: PAVEMENT
 RM0306_SP_SET: BLOCK
 RM0306_STAMPING: CHITTAMO 1921
 RM0306_MARK LOGO: CGS
 RM0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0306+STABILITY: SURFACE MOTION
 RM0306
 RM0306  HISTORY     - Date     Condition        Report By
 RM0306  HISTORY     - 1921     MONUMENTED       CGS
 RM0306  HISTORY     - 1922     GOOD             CGS
 RM0306  HISTORY     - 1934     GOOD             CGS
 RM0306  HISTORY     - 1953     GOOD             CGS
 RM0306  HISTORY     - 20041130 MARK NOT FOUND   WIDT
 RM0306
 RM0306                          STATION DESCRIPTION
 RM0306
 RM0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 RM0306'STATION IS LOCATED ABOUT 9 MILES S OF GORDON, ON THE E SIDE
 RM0306'OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0306'MARIE RAILWAY, ABOUT 1 MILE S OF THE FLAG STOP CHITTAMO.  IT
 RM0306'IS ABOUT 4 METERS N OF THE FIRST ROAD CROSSING S OF CHITTAMO,
 RM0306'300 METERS S OF MILEPOST 412.  STATION IS REGULATION BRONZE
 RM0306'TABLET SET IN LARGE BLOCK OF CONCRETE 3- BY 3- BY 4 FEET.
 RM0306'STATION IS 2.93 METERS (9.68 FEET) E OF E RAIL.
 RM0306'
 RM0306'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 RM0306'IN CONCRETE.
 RM0306'
 RM0306'THERE IS NO REFERENCE MARK.
 RM0306
 RM0306                          STATION RECOVERY (1922)
 RM0306
 RM0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 RM0306'2 MI SE FROM GORDON.
 RM0306'STATION IS LOCATED ABOUT NINE MILES SOUTH OF GORDON, ON THE EAST
 RM0306'SIDE OF THE TRACK OF THE M.ST.P. AND S.STE.MARIE RY. ABOUT ONE
 RM0306'MILE SOUTH OF THE FLAGSTOP CHITTAMO.  IT IS ABOUT 4 METERS NORTH
 RM0306'OF THE FIRST ROAD CROSSING SOUTH OF CHITTAMO, 300 METERS SOUTH OF
 RM0306'MILEPOST 412.  STATION IS REGULATION BRONZE TABLET SET IN LARGE
 RM0306'BLOCK OF CONCRETE 3 FT X 3 FT X 4 FT, STATION IS 2.95 METERS
 RM0306'(9.68 FT.) EAST OF EAST RAIL.
 RM0306
 RM0306                          STATION RECOVERY (1934)
 RM0306
 RM0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 RM0306'RECOVERED IN GOOD CONDITION.
 RM0306
 RM0306                          STATION RECOVERY (1953)
 RM0306
 RM0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0306'STATION WAS RECOVERED AS DESCRIBED BY C.A.E. IN 1921 AND
 RM0306'FOUND TO BE IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 RM0306'A NEW TO REACH FOLLOWS.
 RM0306'
 RM0306'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 53 AND STATE
 RM0306'HIGHWAY 77 IN MINONG, GO EAST ON HIGHWAY 77 FOR 5.6 MILES
 RM0306'TO THE JUNCTION OF COUNTY ROUTE G.  TURN LEFT ON ROUTE G FOR
 RM0306'1.5 MILES TO A RAILROAD UNDERPASS.  CONTINUE ON ROUTE G, ALONG
 RM0306'THE RAILROAD, FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT (WEST)
 RM0306'FOR 0.05 MILE TO THE RAILROAD AND THE STATION.
 RM0306'
 RM0306'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 RM0306'STATION CHITT AND THE DISTANCE IS 35.428 METERS OR 116.23 FEET.
 RM0306
 RM0306                          STATION RECOVERY (2004)
 RM0306
 RM0306'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0306'FILL HAULED IN AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN3610 ***********************************************************************
 DN3610  DESIGNATION -  CHITTAMO GPS
 DN3610  PID         -  DN3610
 DN3610  STATE/COUNTY-  WI/WASHBURN
 DN3610  COUNTRY     -  US
 DN3610  USGS QUAD   -  STANBERRY WEST (2018)
 DN3610
 DN3610                         *CURRENT SURVEY CONTROL
 DN3610  ______________________________________________________________________
 DN3610* NAD 83(2011) POSITION- 46 05 52.14199(N) 091 42 47.13060(W)   ADJUSTED
 DN3610* NAD 83(2011) ELLIP HT-   320.537 (meters)        (06/27/12)   ADJUSTED
 DN3610* NAD 83(2011) EPOCH   -  2010.00
 DN3610* NAVD 88 ORTHO HEIGHT -   348.046 (meters)     1141.88  (feet) ADJUSTED
 DN3610  ______________________________________________________________________
 DN3610  GEOID HEIGHT    -        -27.501 (meters)                     GEOID18
 DN3610  NAD 83(2011) X  -   -132,454.618 (meters)                     COMP
 DN3610  NAD 83(2011) Y  - -4,428,734.550 (meters)                     COMP
 DN3610  NAD 83(2011) Z  -  4,573,024.563 (meters)                     COMP
 DN3610  LAPLACE CORR    -         -7.10  (seconds)                    DEFLEC18
 DN3610  DYNAMIC HEIGHT  -        348.074 (meters)     1141.97  (feet) COMP
 DN3610  MODELED GRAVITY -    980,683.0   (mgal)                       NAVD 88
 DN3610
 DN3610  VERT ORDER      -  SECOND    CLASS I
 DN3610
 DN3610  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3610  Standards:
 DN3610         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3610            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3610  -------------------------------------------------------------------
 DN3610  NETWORK    0.27   0.49           0.12   0.10   0.25      0.04357646
 DN3610  -------------------------------------------------------------------
 DN3610  Click here for local accuracies and other accuracy information.
 DN3610
 DN3610.The horizontal coordinates were established by GPS observations
 DN3610.and adjusted by the National Geodetic Survey in June 2012.
 DN3610
 DN3610.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3610.been affixed to the stable North American tectonic plate. See 
 DN3610.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3610
 DN3610.The horizontal coordinates are valid at the epoch date displayed above
 DN3610.which is a decimal equivalence of Year/Month/Day.
 DN3610
 DN3610.The orthometric height was determined by differential leveling and
 DN3610.adjusted by the WI DEPT OF TRANSP
 DN3610.in May 2012.
 DN3610
 DN3610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3610.GEOID18 height accuracy estimate available here.
 DN3610
 DN3610.Click photographs - Photos may exist for this station.
 DN3610
 DN3610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3610
 DN3610.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3610
 DN3610.The ellipsoidal height was determined by GPS observations
 DN3610.and is referenced to NAD 83.
 DN3610
 DN3610.The dynamic height is computed by dividing the NAVD 88
 DN3610.geopotential number by the normal gravity value computed on the
 DN3610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3610.degrees latitude (g = 980.6199 gals.).
 DN3610
 DN3610.The modeled gravity was interpolated from observed gravity values.
 DN3610
 DN3610. The following values were computed from the NAD 83(2011) position.
 DN3610
 DN3610;                    North         East     Units Scale Factor Converg.
 DN3610;SPC WI N     -   104,920.301   467,549.703   MT  0.99994609   -1 14 08.8
 DN3610;SPC WI N     -   344,226.02  1,533,952.65   sFT  0.99994609   -1 14 08.8
 DN3610;UTM  15      - 5,105,720.723   599,472.227   MT  0.99972164   +0 55 38.4
 DN3610
 DN3610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3610!SPC WI N     -   0.99994975  x   0.99994609  =   0.99989585
 DN3610!UTM  15      -   0.99994975  x   0.99972164  =   0.99967141
 DN3610
 DN3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9947205720(NAD 83)
 DN3610
 DN3610                          SUPERSEDED SURVEY CONTROL
 DN3610
 DN3610  NAD 83(2007)-  46 05 52.14196(N)    091 42 47.13124(W) AD(2002.00) B
 DN3610  ELLIP H (09/06/11)  320.561  (m)                       GP(2002.00) 1 1
 DN3610  NAVD 88             348.05   (m)         1141.9    (f) LEVELING    3  
 DN3610
 DN3610.Superseded values are not recommended for survey control.
 DN3610
 DN3610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3610.See file dsdata.pdf to determine how the superseded data were derived.
 DN3610
 DN3610_MARKER: DD = SURVEY DISK
 DN3610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3610_STAMPING: CHITTAMO GPS 2006
 DN3610_MARK LOGO: WIDT
 DN3610_PROJECTION: FLUSH
 DN3610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN3610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3610+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2013
 DN3610
 DN3610  HISTORY     - Date     Condition        Report By
 DN3610  HISTORY     - 2005     MONUMENTED       WIDT
 DN3610  HISTORY     - 20100929 GOOD             WIDT
 DN3610  HISTORY     - 20130901 GOOD             WIDT
 DN3610
 DN3610                          STATION DESCRIPTION
 DN3610
 DN3610'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN3610'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN3610'HIGHWAY G APPROXIMATELY 5 MI (8.0 KM) EAST OF THE VILLAGE OF MINONG,
 DN3610'GO SOUTHEAST ON STATE HIGHWAY 77 FOR 0.11 MI (0.2 KM) TO THE STATION
 DN3610'ON THE RIGHT.
 DN3610'
 DN3610'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN3610'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN3610'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN3610'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN3610'THE STATION IS 13.4 M (44.0 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 DN3610'HIGHWAY 77, APPROXIMATELY 134 M (439.6 FT) NORTHWEST OF A 'RIGHT CURVE
 DN3610'AHEAD' WOODEN SIGN POST, 32.4 M (106.3 FT) SOUTHWEST OF A YELLOW 4X4
 DN3610'PLASTIC RIGHT-OF-WAY POST AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4
 DN3610'PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN3610'
 DN3610'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN3610'DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE NORTHEAST QUADRANT
 DN3610'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 DN3610
 DN3610                          STATION RECOVERY (2013)
 DN3610
 DN3610'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DN3610'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5085 ***********************************************************************
 DH5085  DESIGNATION -  CHRISTIANA C GPS
 DH5085  PID         -  DH5085
 DH5085  STATE/COUNTY-  WI/VERNON
 DH5085  COUNTRY     -  US
 DH5085  USGS QUAD   -  WESTBY (2018)
 DH5085
 DH5085                         *CURRENT SURVEY CONTROL
 DH5085  ______________________________________________________________________
 DH5085* NAD 83(2011) POSITION- 43 40 41.81116(N) 090 50 04.01594(W)   ADJUSTED
 DH5085* NAD 83(2011) ELLIP HT-   365.276 (meters)        (02/05/25)   ADJUSTED
 DH5085* NAD 83(2011) EPOCH   -  2010.00
 DH5085* NAVD 88 ORTHO HEIGHT -   398.410 (meters)     1307.12  (feet) ADJUSTED
 DH5085  ______________________________________________________________________
 DH5085  GEOID HEIGHT    -        -33.118 (meters)                     GEOID18
 DH5085  NAD 83(2011) X  -    -67,290.021 (meters)                     COMP
 DH5085  NAD 83(2011) Y  - -4,620,009.407 (meters)                     COMP
 DH5085  NAD 83(2011) Z  -  4,382,560.832 (meters)                     COMP
 DH5085  LAPLACE CORR    -         -7.05  (seconds)                    DEFLEC18
 DH5085  DYNAMIC HEIGHT  -        398.305 (meters)     1306.77  (feet) COMP
 DH5085  MODELED GRAVITY -    980,344.8   (mgal)                       NAVD 88
 DH5085
 DH5085  VERT ORDER      -  SECOND    CLASS I
 DH5085
 DH5085  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5085  Standards:
 DH5085         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5085            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5085  -------------------------------------------------------------------
 DH5085  NETWORK    0.52   1.10           0.24   0.18   0.56     -0.02550487
 DH5085  -------------------------------------------------------------------
 DH5085  Click here for local accuracies and other accuracy information.
 DH5085
 DH5085.The horizontal coordinates were established by GPS observations
 DH5085.and adjusted by the WI DEPT OF TRANSP in February 2025.
 DH5085
 DH5085.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5085.been affixed to the stable North American tectonic plate. See 
 DH5085.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5085
 DH5085.The horizontal coordinates are valid at the epoch date displayed above
 DH5085.which is a decimal equivalence of Year/Month/Day.
 DH5085
 DH5085.The orthometric height was determined by differential leveling and
 DH5085.adjusted by the WI DEPT OF TRANSP
 DH5085.in May 2012.
 DH5085
 DH5085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5085.GEOID18 height accuracy estimate available here.
 DH5085
 DH5085.Click photographs - Photos may exist for this station.
 DH5085
 DH5085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5085
 DH5085.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5085
 DH5085.The ellipsoidal height was determined by GPS observations
 DH5085.and is referenced to NAD 83.
 DH5085
 DH5085.The dynamic height is computed by dividing the NAVD 88
 DH5085.geopotential number by the normal gravity value computed on the
 DH5085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5085.degrees latitude (g = 980.6199 gals.).
 DH5085
 DH5085.The modeled gravity was interpolated from observed gravity values.
 DH5085
 DH5085. The following values were computed from the NAD 83(2011) position.
 DH5085
 DH5085;                    North         East     Units Scale Factor Converg.
 DH5085;SPC WI S     -   186,779.137   532,716.324   MT  0.99994421   -0 34 24.1
 DH5085;SPC WI S     -   612,791.22  1,747,753.47   sFT  0.99994421   -0 34 24.1
 DH5085;UTM  15      - 4,838,419.958   674,558.533   MT  0.99997480   +1 29 45.3
 DH5085
 DH5085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5085!SPC WI S     -   0.99994272  x   0.99994421  =   0.99988694
 DH5085!UTM  15      -   0.99994272  x   0.99997480  =   0.99991753
 DH5085
 DH5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7455838419(NAD 83)
 DH5085
 DH5085                          SUPERSEDED SURVEY CONTROL
 DH5085
 DH5085  NAD 83(2011)-  43 40 41.81010(N)    090 50 04.01545(W) AD(2010.00) 0
 DH5085  ELLIP H (06/27/12)  365.289  (m)                       GP(2010.00)    
 DH5085  NAD 83(2007)-  43 40 41.81012(N)    090 50 04.01629(W) AD(2002.00) 0
 DH5085  ELLIP H (02/10/07)  365.320  (m)                       GP(2002.00)    
 DH5085  NAD 83(1997)-  43 40 41.81009(N)    090 50 04.01672(W) AD(       ) 1
 DH5085  ELLIP H (08/01/05)  365.312  (m)                       GP(       ) 2 1
 DH5085  NAVD 88             398.41   (m)         1307.1    (f) LEVELING    3  
 DH5085  NAVD 88 (04/20/07)  398.406  (m)         1307.10   (f) SUPERSEDED  2 1
 DH5085
 DH5085.Superseded values are not recommended for survey control.
 DH5085
 DH5085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5085.See file dsdata.pdf to determine how the superseded data were derived.
 DH5085
 DH5085_MARKER: DD = SURVEY DISK
 DH5085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5085_STAMPING: CHRISTIANA C GPS 2004
 DH5085_MARK LOGO: WIDT
 DH5085_PROJECTION: FLUSH
 DH5085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5085+STABILITY: SURFACE MOTION
 DH5085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5085+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 DH5085
 DH5085  HISTORY     - Date     Condition        Report By
 DH5085  HISTORY     - 2003     MONUMENTED       WIDT
 DH5085  HISTORY     - 20051228 GOOD             WIDT
 DH5085  HISTORY     - 20100726 GOOD             WIDT
 DH5085  HISTORY     - 20151014 GOOD             WIDT
 DH5085  HISTORY     - 20160627 GOOD             WIDT
 DH5085  HISTORY     - 20240826 GOOD             WIDT
 DH5085
 DH5085                          STATION DESCRIPTION
 DH5085
 DH5085'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5085'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5085'STATION FROM THE  JUNCTION OF US HIGHWAY 14, US HIGHWAY 61 AND STATE
 DH5085'HIGHWAY 27 SOUTH WITH STATE  HIGHWAY 27 NORTH IN THE CITY OF WESTBY,
 DH5085'GO NORTHEAST ON STATE HIGHWAY 27 NORTH FOR  1.7 MI TO MELBY DRIVE ON
 DH5085'THE LEFT AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5085'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5085'DISK SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M ABOVE
 DH5085'THE HIGHWAY PAVEMENT.  THE  STATION IS 22.3 M SOUTHEAST OF THE
 DH5085'CENTERLINE OF STATE HIGHWAY 27, 50 M NORTHEAST OF  THE EXTENDED
 DH5085'CENTERLINE OF MELBY DRIVE, 32.4 M EAST-NORTHEAST OF NORTHERN MOST WOOD
 DH5085'POST FOR A --ROAD TO JERSEY VALLEY COUNTY PARK 1 MI BOAT LANDING--
 DH5085'SIGN, 3 M NORTHWEST OF  A CULTIVATED FIELD, 1.0 M NORTHWEST OF AN
 DH5085'ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M EAST OF  AN ORANGE 4X4 PLASTIC
 DH5085'WITNESS POST, AN 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS  POST.
 DH5085'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5085'THAN 15  DEGREES ABOVE THE HORIZON.
 DH5085
 DH5085                          STATION RECOVERY (2005)
 DH5085
 DH5085'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5085'RECOVERED AS DESCRIBED.
 DH5085
 DH5085                          STATION RECOVERY (2010)
 DH5085
 DH5085'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5085'RECOVERED IN GOOD CONDITION.
 DH5085
 DH5085                          STATION RECOVERY (2015)
 DH5085
 DH5085'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DH5085'RECOVERED AS DESCRIBED.
 DH5085
 DH5085                          STATION RECOVERY (2016)
 DH5085
 DH5085'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5085'RECOVERED IN GOOD CONDITION.  NOTE-THE STATION IS ABOUT LEVEL WITH THE
 DH5085'HIGHWAY PAVEMENT, 101.0 M (331.4 FT) EAST-NORTHEAST OF THE NORTHERN
 DH5085'MOST WOODEN POST FOR A SIGN -ROAD TO JERSEY VALLEY COUNTY PARK 1 MI
 DH5085'BOAT LANDING- AND 67.0 M (219.8 FT) SOUTHEAST OF THE SOUTH POST OF A
 DH5085'SIGN -LIVING WATERS BIBLE CAMP-.
 DH5085
 DH5085                          STATION RECOVERY (2024)
 DH5085
 DH5085'RECOVERY NOTE BY WI DEPT OF TRANSP 2024 (TSS)
 DH5085'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5086 ***********************************************************************
 DH5086  DESIGNATION -  CHRISTIANA N GPS
 DH5086  PID         -  DH5086
 DH5086  STATE/COUNTY-  WI/VERNON
 DH5086  COUNTRY     -  US
 DH5086  USGS QUAD   -  WESTBY (2018)
 DH5086
 DH5086                         *CURRENT SURVEY CONTROL
 DH5086  ______________________________________________________________________
 DH5086* NAD 83(2011) POSITION- 43 43 16.23186(N) 090 48 33.06427(W)   ADJUSTED
 DH5086* NAD 83(2011) ELLIP HT-   375.145 (meters)        (06/27/12)   ADJUSTED
 DH5086* NAD 83(2011) EPOCH   -  2010.00
 DH5086* NAVD 88 ORTHO HEIGHT -   408.312 (meters)     1339.60  (feet) ADJUSTED
 DH5086  ______________________________________________________________________
 DH5086  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 DH5086  NAD 83(2011) X  -    -65,206.438 (meters)                     COMP
 DH5086  NAD 83(2011) Y  - -4,616,753.262 (meters)                     COMP
 DH5086  NAD 83(2011) Z  -  4,386,013.432 (meters)                     COMP
 DH5086  LAPLACE CORR    -         -6.87  (seconds)                    DEFLEC18
 DH5086  DYNAMIC HEIGHT  -        408.207 (meters)     1339.26  (feet) COMP
 DH5086  MODELED GRAVITY -    980,349.8   (mgal)                       NAVD 88
 DH5086
 DH5086  VERT ORDER      -  SECOND    CLASS I
 DH5086
 DH5086  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5086  Standards:
 DH5086         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5086            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5086  -------------------------------------------------------------------
 DH5086  NETWORK    0.46   0.63           0.21   0.16   0.32     -0.01775150
 DH5086  -------------------------------------------------------------------
 DH5086  Click here for local accuracies and other accuracy information.
 DH5086
 DH5086.The horizontal coordinates were established by GPS observations
 DH5086.and adjusted by the National Geodetic Survey in June 2012.
 DH5086
 DH5086.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5086.been affixed to the stable North American tectonic plate. See 
 DH5086.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5086
 DH5086.The horizontal coordinates are valid at the epoch date displayed above
 DH5086.which is a decimal equivalence of Year/Month/Day.
 DH5086
 DH5086.The orthometric height was determined by differential leveling and
 DH5086.adjusted by the WI DEPT OF TRANSP
 DH5086.in May 2012.
 DH5086
 DH5086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5086.GEOID18 height accuracy estimate available here.
 DH5086
 DH5086.Click photographs - Photos may exist for this station.
 DH5086
 DH5086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5086
 DH5086.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5086
 DH5086.The ellipsoidal height was determined by GPS observations
 DH5086.and is referenced to NAD 83.
 DH5086
 DH5086.The dynamic height is computed by dividing the NAVD 88
 DH5086.geopotential number by the normal gravity value computed on the
 DH5086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5086.degrees latitude (g = 980.6199 gals.).
 DH5086
 DH5086.The modeled gravity was interpolated from observed gravity values.
 DH5086
 DH5086. The following values were computed from the NAD 83(2011) position.
 DH5086
 DH5086;                    North         East     Units Scale Factor Converg.
 DH5086;SPC WI S     -   191,524.447   534,799.631   MT  0.99994811   -0 33 21.6
 DH5086;SPC WI S     -   628,359.79  1,754,588.46   sFT  0.99994811   -0 33 21.6
 DH5086;UTM  15      - 4,843,237.577   676,469.147   MT  0.99998305   +1 30 52.5
 DH5086
 DH5086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5086!SPC WI S     -   0.99994118  x   0.99994811  =   0.99988929
 DH5086!UTM  15      -   0.99994118  x   0.99998305  =   0.99992423
 DH5086
 DH5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7646943237(NAD 83)
 DH5086
 DH5086                          SUPERSEDED SURVEY CONTROL
 DH5086
 DH5086  NAD 83(2007)-  43 43 16.23188(N)    090 48 33.06509(W) AD(2002.00) 0
 DH5086  ELLIP H (02/10/07)  375.176  (m)                       GP(2002.00)    
 DH5086  NAD 83(1997)-  43 43 16.23185(N)    090 48 33.06553(W) AD(       ) 1
 DH5086  ELLIP H (08/01/05)  375.168  (m)                       GP(       ) 2 1
 DH5086  NAVD 88             408.31   (m)         1339.6    (f) LEVELING    3  
 DH5086  NAVD 88 (04/20/07)  408.308  (m)         1339.59   (f) SUPERSEDED  2 1
 DH5086
 DH5086.Superseded values are not recommended for survey control.
 DH5086
 DH5086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5086.See file dsdata.pdf to determine how the superseded data were derived.
 DH5086
 DH5086_MARKER: DD = SURVEY DISK
 DH5086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5086_STAMPING: CHRISTIANA N GPS 2004
 DH5086_MARK LOGO: WIDT
 DH5086_PROJECTION: FLUSH
 DH5086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5086+STABILITY: SURFACE MOTION
 DH5086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5086+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH5086
 DH5086  HISTORY     - Date     Condition        Report By
 DH5086  HISTORY     - 2003     MONUMENTED       WIDT
 DH5086  HISTORY     - 20051228 GOOD             WIDT
 DH5086  HISTORY     - 20100726 GOOD             WIDT
 DH5086  HISTORY     - 20160627 GOOD             WIDT
 DH5086
 DH5086                          STATION DESCRIPTION
 DH5086
 DH5086'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5086'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5086'STATION FROM THE  JUNCTION OF STATE HIGHWAY 27 WITH COUNTY HIGHWAY X
 DH5086'ABOUT 3 MI NORTHEAST OF THE CITY OF  WESTBY, GO NORTHEAST ON STATE
 DH5086'HIGHWAY 27 FOR 2.2 MI TO PAULSON ROAD ON THE RIGHT,  CONTINUE
 DH5086'NORTHEAST ON STATE HIGHWAY 27 FOR 0.25 MI TO THE STATION ON THE RIGHT.
 DH5086'THE  STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5086'GEODETIC SURVEY CONTROL  STATION DISK SET IN THE TOP OF A 41-CM
 DH5086'DIAMETER CONCRETE POST ABOUT 1 M BELOW THE  HIGHWAY PAVEMENT.  THE
 DH5086'STATION IS 16.2 M SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY  27, 50
 DH5086'M SOUTHWEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --S227--, 5
 DH5086'M  NORTHWEST OF A CULTIVATED FIELD, 1.0 M SOUTH OF AN ORANGE 4X4
 DH5086'PLASTIC WITNESS POST, 1.0 M  EAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5086'POST, AND 1.0 M NORTHWEST OF AN ORANGE 4X4  PLASTIC WITNESS POST.
 DH5086'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5086'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5086
 DH5086                          STATION RECOVERY (2005)
 DH5086
 DH5086'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5086'RECOVERED AS DESCRIBED.
 DH5086
 DH5086                          STATION RECOVERY (2010)
 DH5086
 DH5086'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5086'RECOVERED IN GOOD CONDITION.
 DH5086
 DH5086                          STATION RECOVERY (2016)
 DH5086
 DH5086'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5086'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4842 ***********************************************************************
 DG4842  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4842  DESIGNATION -  CHRISTIANA W GPS
 DG4842  PID         -  DG4842
 DG4842  STATE/COUNTY-  WI/DANE
 DG4842  COUNTRY     -  US
 DG4842  USGS QUAD   -  ROCKDALE (2018)
 DG4842
 DG4842                         *CURRENT SURVEY CONTROL
 DG4842  ______________________________________________________________________
 DG4842* NAD 83(2011) POSITION- 42 57 11.51779(N) 089 07 06.25576(W)   ADJUSTED
 DG4842* NAD 83(2011) ELLIP HT-   262.374 (meters)        (06/27/12)   ADJUSTED
 DG4842* NAD 83(2011) EPOCH   -  2010.00
 DG4842* NAVD 88 ORTHO HEIGHT -   296.65  (meters)      973.3   (feet) GPS OBS
 DG4842  ______________________________________________________________________
 DG4842  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4842  GEOID HEIGHT    -        -34.272 (meters)                     GEOID12A
 DG4842  GEOID HEIGHT    -        -34.280 (meters)                     GEOID18
 DG4842  NAD 83(2011) X  -     71,940.811 (meters)                     COMP
 DG4842  NAD 83(2011) Y  - -4,675,136.149 (meters)                     COMP
 DG4842  NAD 83(2011) Z  -  4,323,876.649 (meters)                     COMP
 DG4842  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 DG4842
 DG4842  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4842  Standards:
 DG4842         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4842            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4842  -------------------------------------------------------------------
 DG4842  NETWORK    0.30   0.39           0.14   0.10   0.20      0.03610148
 DG4842  -------------------------------------------------------------------
 DG4842  Click here for local accuracies and other accuracy information.
 DG4842
 DG4842.The horizontal coordinates were established by GPS observations
 DG4842.and adjusted by the National Geodetic Survey in June 2012.
 DG4842
 DG4842.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4842.been affixed to the stable North American tectonic plate. See 
 DG4842.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4842
 DG4842.The horizontal coordinates are valid at the epoch date displayed above
 DG4842.which is a decimal equivalence of Year/Month/Day.
 DG4842
 DG4842.The orthometric height was determined by GPS observations and a
 DG4842.high-resolution geoid model using precise GPS observation and
 DG4842.processing techniques.
 DG4842
 DG4842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4842.GEOID18 height accuracy estimate available here.
 DG4842
 DG4842.Click photographs - Photos may exist for this station.
 DG4842
 DG4842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4842
 DG4842.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4842
 DG4842.The ellipsoidal height was determined by GPS observations
 DG4842.and is referenced to NAD 83.
 DG4842
 DG4842. The following values were computed from the NAD 83(2011) position.
 DG4842
 DG4842;                    North         East     Units Scale Factor Converg.
 DG4842;SPC WI S     -   106,271.815   671,936.689   MT  0.99996294   +0 36 20.7
 DG4842;SPC WI S     -   348,660.11  2,204,512.29   sFT  0.99996294   +0 36 20.7
 DG4842;UTM  16      - 4,757,794.945   327,198.482   MT  0.99996736   -1 26 37.8
 DG4842
 DG4842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4842!SPC WI S     -   0.99995886  x   0.99996294  =   0.99992180
 DG4842!UTM  16      -   0.99995886  x   0.99996736  =   0.99992622
 DG4842
 DG4842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2719857794(NAD 83)
 DG4842
 DG4842                          SUPERSEDED SURVEY CONTROL
 DG4842
 DG4842  NAD 83(2007)-  42 57 11.51779(N)    089 07 06.25668(W) AD(2002.00) 0
 DG4842  ELLIP H (02/10/07)  262.404  (m)                       GP(2002.00)    
 DG4842  NAD 83(1997)-  42 57 11.51767(N)    089 07 06.25702(W) AD(       ) 1
 DG4842  ELLIP H (04/02/04)  262.405  (m)                       GP(       ) 4 1
 DG4842  NAVD 88 (07/26/07)  296.63   (m)  UNKNOWN  model used  GPS OBS        
 DG4842  NAVD 88 (04/02/04)  296.60   (m)  GEOID03  model used  GPS OBS        
 DG4842
 DG4842.Superseded values are not recommended for survey control.
 DG4842
 DG4842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4842.See file dsdata.pdf to determine how the superseded data were derived.
 DG4842
 DG4842_MARKER: DD = SURVEY DISK
 DG4842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4842_STAMPING: CHRISTIANA W GPS 2002
 DG4842_MARK LOGO: WIDT
 DG4842_PROJECTION: FLUSH
 DG4842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4842+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2012
 DG4842
 DG4842  HISTORY     - Date     Condition        Report By
 DG4842  HISTORY     - 2001     MONUMENTED       WIDT
 DG4842  HISTORY     - 20070802 GOOD             WIDT
 DG4842  HISTORY     - 20120705 GOOD             WIDT
 DG4842
 DG4842                          STATION DESCRIPTION
 DG4842
 DG4842'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4842'THE STATION IS LOCATED ABOUT 11 KM SOUTH-SOUTHWEST OF DEERFIELD, 10 KM
 DG4842'SOUTHWEST OF CAMBRIDGE AND 9 KM EAST-NORTHEAST OF STOUGHTON.
 DG4842'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4842'INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH US HIGHWAY  51
 DG4842'ABOUT 10 KM EAST OF THE CITY OF STOUGHTON, GO WEST ON US HIGHWAY 51
 DG4842'FOR 1.1 KM TO COUNTY HIGHWAY W ON THE RIGHT, TURN RIGHT AND GO NORTH
 DG4842'ON COUNTY HIGHWAY W FOR 3.5 KM TO EAST CHURCH ROAD, CONTINUE NORTH ON
 DG4842'COUNTY HIGHWAY W FOR 0.6 KM TO THE STATION ON THE RIGHT.  THE STATION
 DG4842'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4842'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DG4842'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DG4842'STATION IS 9.2 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY W, 87 M
 DG4842'NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE --1920--, 33.5 M SOUTHEAST
 DG4842'OF POWER POLE --6-12-30  33/17--, 26.4 M SOUTH OF TELEPHONE PEDESTAL
 DG4842'--L504-18--, AND 2 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE
 DG4842'STATION IS NORTH, SOUTH AND WEST OF THREE ORANGE 4X4 PLASTIC WITNESS
 DG4842'POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DG4842'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4842
 DG4842                          STATION RECOVERY (2007)
 DG4842
 DG4842'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4842'RECOVERED IN GOOD CONDITION.
 DG4842
 DG4842                          STATION RECOVERY (2012)
 DG4842
 DG4842'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DG4842'RECOVERED AS DESCRIBED---NOTE---TREES OBSTRUCTING IN THE NORTHEAST
 DG4842'QUADRANT EXTENDING TO 30  ON THE HORIZON AND ALONG THE SOUTHERN
 DG4842'HORIZON EXTENDING TO 25  ON THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7093 ***********************************************************************
 DN7093  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7093  DESIGNATION -  CHRISTMAS TREE
 DN7093  PID         -  DN7093
 DN7093  STATE/COUNTY-  WI/DUNN
 DN7093  COUNTRY     -  US
 DN7093  USGS QUAD   -  WESTON (2018)
 DN7093
 DN7093                         *CURRENT SURVEY CONTROL
 DN7093  ______________________________________________________________________
 DN7093* NAD 83(2011) POSITION- 44 46 30.49050(N) 092 04 35.40406(W)   ADJUSTED
 DN7093* NAD 83(2011) ELLIP HT-   221.444 (meters)        (04/15/13)   ADJUSTED
 DN7093* NAD 83(2011) EPOCH   -  2010.00
 DN7093* NAVD 88 ORTHO HEIGHT -   252.00  (meters)      826.8   (feet) GPS OBS
 DN7093  ______________________________________________________________________
 DN7093  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7093  GEOID HEIGHT    -        -30.556 (meters)                     GEOID12A
 DN7093  GEOID HEIGHT    -        -30.555 (meters)                     GEOID18
 DN7093  NAD 83(2011) X  -   -164,334.389 (meters)                     COMP
 DN7093  NAD 83(2011) Y  - -4,532,405.048 (meters)                     COMP
 DN7093  NAD 83(2011) Z  -  4,469,799.848 (meters)                     COMP
 DN7093  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 DN7093
 DN7093  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7093  Standards:
 DN7093         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7093            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7093  -------------------------------------------------------------------
 DN7093  NETWORK    0.61   1.06           0.28   0.21   0.54      0.00056557
 DN7093  -------------------------------------------------------------------
 DN7093  Click here for local accuracies and other accuracy information.
 DN7093
 DN7093.The horizontal coordinates were established by GPS observations
 DN7093.and adjusted by the National Geodetic Survey in April 2013.
 DN7093
 DN7093.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7093.been affixed to the stable North American tectonic plate. See 
 DN7093.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7093
 DN7093.The horizontal coordinates are valid at the epoch date displayed above
 DN7093.which is a decimal equivalence of Year/Month/Day.
 DN7093
 DN7093.The orthometric height was determined by GPS observations and a
 DN7093.high-resolution geoid model using precise GPS observation and
 DN7093.processing techniques.
 DN7093
 DN7093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7093.GEOID18 height accuracy estimate available here.
 DN7093
 DN7093.Click photographs - Photos may exist for this station.
 DN7093
 DN7093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7093
 DN7093.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7093
 DN7093.The ellipsoidal height was determined by GPS observations
 DN7093.and is referenced to NAD 83.
 DN7093
 DN7093. The following values were computed from the NAD 83(2011) position.
 DN7093
 DN7093;                    North         East     Units Scale Factor Converg.
 DN7093;SPC WI C     -   106,752.843   435,662.730   MT  0.99994225   -1 27 54.5
 DN7093;SPC WI C     -   350,238.29  1,429,336.81   sFT  0.99994225   -1 27 54.5
 DN7093;UTM  15      - 4,958,386.160   573,069.999   MT  0.99966565   +0 39 01.7
 DN7093
 DN7093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7093!SPC WI C     -   0.99996528  x   0.99994225  =   0.99990753
 DN7093!UTM  15      -   0.99996528  x   0.99966565  =   0.99963094
 DN7093
 DN7093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7306958386(NAD 83)
 DN7093
 DN7093                          SUPERSEDED SURVEY CONTROL
 DN7093
 DN7093  NAD 83(2007)-  44 46 30.49051(N)    092 04 35.40478(W) AD(2002.00) 1
 DN7093  ELLIP H (04/06/12)  221.476  (m)                       GP(2002.00) 1 1
 DN7093
 DN7093.Superseded values are not recommended for survey control.
 DN7093
 DN7093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7093.See file dsdata.pdf to determine how the superseded data were derived.
 DN7093
 DN7093_MARKER: DD = SURVEY DISK
 DN7093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7093_STAMPING: 27.14.33 1992 CHRISTMAS TREE
 DN7093_MARK LOGO: WI-033
 DN7093_PROJECTION: FLUSH
 DN7093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7093+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DN7093
 DN7093  HISTORY     - Date     Condition        Report By
 DN7093  HISTORY     - 1992     MONUMENTED       WI-033
 DN7093  HISTORY     - 20070828 GOOD             WIDT
 DN7093
 DN7093                          STATION DESCRIPTION
 DN7093
 DN7093'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7093'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 WITH COUNTY
 DN7093'HIGHWAY C ABOUT 2 MI (3.2 KM) EAST OF THE VILLAGE OF ELMWOOD, GO EAST
 DN7093'ON STATE HIGHWAY 72 FOR 1.6 MI (2.6 KM) TO 250TH AVENUE ON THE RIGHT.
 DN7093'TURN RIGHT AND GO SOUTH THEN EAST ON 250TH AVENUE FOR 0.65 MI (1.0 KM)
 DN7093'TO THE STATION ON THE RIGHT.
 DN7093'
 DN7093'THE STATION IS A BRONZE DUNN COUNTY GEODETIC CONTROL STATION DISK SET
 DN7093'IN THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN
 DN7093'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7093'5.6 M (18.4 FT) SOUTH OF THE CENTERLINE OF 250TH AVENUE, 27.5 M (90.2
 DN7093'FT) SOUTHEAST OF A POWER POLE, 1.0 M (3.3 FT) SOUTH, NORTHEAST AND
 DN7093'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND 0.7 M (2.3 FT)
 DN7093'NORTH OF A BARBED WIRE FENCE.
 DN7093'
 DN7093'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7093'DEGREES ABOVE THE HORIZON EXCEPT FOR A LONE TREE TO THE WEST OF THE
 DN7093'STATION EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PP2205 ***********************************************************************
 PP2205  DESIGNATION -  CHUCK
 PP2205  PID         -  PP2205
 PP2205  STATE/COUNTY-  WI/PIERCE
 PP2205  COUNTRY     -  US
 PP2205  USGS QUAD   -  EL PASO (2018)
 PP2205
 PP2205                         *CURRENT SURVEY CONTROL
 PP2205  ______________________________________________________________________
 PP2205* NAD 83(1996) POSITION- 44 45 39.60183(N) 092 22 22.47331(W)   ADJUSTED
 PP2205* NAVD 88 ORTHO HEIGHT -   335.4   (meters)     1100.    (feet) VERTCON3
 PP2205  ______________________________________________________________________
 PP2205  GEOID HEIGHT    -        -30.390 (meters)                     GEOID18
 PP2205  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 PP2205  HORZ ORDER      -  SECOND
 PP2205
 PP2205.The horizontal coordinates were established by classical geodetic methods
 PP2205.and adjusted by the National Geodetic Survey in March 1999.
 PP2205
 PP2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2205
 PP2205.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2205.GEOID18 height accuracy estimate available here.
 PP2205
 PP2205.Click photographs - Photos may exist for this station.
 PP2205
 PP2205.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2205
 PP2205. The following values were computed from the NAD 83(1996) position.
 PP2205
 PP2205;                    North         East     Units Scale Factor Converg.
 PP2205;SPC WI C     -   105,825.398   412,164.934   MT  0.99994272   -1 40 27.4
 PP2205;SPC WI C     -   347,195.49  1,352,244.45   sFT  0.99994272   -1 40 27.4
 PP2205;UTM  15      - 4,956,592.389   549,629.392   MT  0.99963029   +0 26 29.7
 PP2205
 PP2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2205!SPC WI C     -   0.99995218  x   0.99994272  =   0.99989490
 PP2205!UTM  15      -   0.99995218  x   0.99963029  =   0.99958248
 PP2205
 PP2205:                Primary Azimuth Mark                     Grid Az
 PP2205:SPC WI C     -  BAKER                                    137 54 48.6
 PP2205:UTM  15      -  BAKER                                    135 47 51.5
 PP2205
 PP2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4962956592(NAD 83)
 PP2205
 PP2205|---------------------------------------------------------------------|
 PP2205| PID    Reference Object                     Distance      Geod. Az  |
 PP2205|                                                           dddmmss.s |
 PP2205| CJ3961 CHUCK RM 1                            8.039 METERS 09258     |
 PP2205| PP2194 BAKER                               APPROX.14.2 KM 1361421.2 |
 PP2205| CJ3962 CHUCK RM 2                           10.185 METERS 27236     |
 PP2205|---------------------------------------------------------------------|
 PP2205
 PP2205                          SUPERSEDED SURVEY CONTROL
 PP2205
 PP2205  NAD 83(1991)-  44 45 39.59533(N)    092 22 22.47227(W) AD(       ) 2
 PP2205  NAD 83(1986)-  44 45 39.59267(N)    092 22 22.47748(W) AD(       ) 2
 PP2205  NAD 27      -  44 45 39.71053(N)    092 22 21.80884(W) AD(       ) 2
 PP2205  NGVD 29 (07/19/86)  335.4    (m)         1100.     (f) VERT ANG       
 PP2205
 PP2205.Superseded values are not recommended for survey control.
 PP2205
 PP2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2205.See file dsdata.pdf to determine how the superseded data were derived.
 PP2205
 PP2205_MARKER: DD = SURVEY DISK
 PP2205_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP2205+WITH SETTING: INFORMATION.
 PP2205_STAMPING: ET CHUCK 1972
 PP2205_MARK LOGO: USGS
 PP2205_PROJECTION: FLUSH
 PP2205_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2205
 PP2205  HISTORY     - Date     Condition        Report By
 PP2205  HISTORY     - 1972     MONUMENTED       USGS
 PP2205
 PP2205                          STATION DESCRIPTION
 PP2205
 PP2205'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2205'STATION IS ABOUT 0.7 MI. S. AND 1.4 MI. W. OF TOWN OF EL PASO,
 PP2205'FROM JUNCTION OF COUNTY ROAD G AND COUNTY ROAD N GOING W., T. 26
 PP2205'N., R. 16 W., ABOUT 55 FT. N. AND 757 FT. E. OF CROSSROADS AT
 PP2205'SEC. CORS. 1, 6, 7 AND 12.
 PP2205'
 PP2205'TO REACH FROM JUNCTION OF COUNTY ROADS G AND N., IN EL PASO,
 PP2205'GO S.-W. ON COUNTY ROAD G FOR ABOUT 2.0 MI. TO STATION ON RIGHT,
 PP2205'ATOP STEEP CUT BANK, ABOUT 30 FT. HIGH.
 PP2205'
 PP2205'STATION MARK STAMPED ET CHUCK 1972 IS 3 FT. S. AND 26 FT. W. OF
 PP2205'POWER POLE NO. 122, ON TOP OF STEEP CUT BANK ABOUT 4 FT. S. OF
 PP2205'N. R/W FENCE.
 PP2205'
 PP2205'REFERENCE MARK NO. 1 STAMPED CHUCK NO 1 1972 IS 26 FT. E. OF
 PP2205'STATION ON TOP OF STEEP CUT BANK, 3 FT. S. OF POWER POLE NO. 122.
 PP2205'
 PP2205'REFERENCE MARK NO. 2 STAMPED CHUCK NO 2 1972 IS 33 FT. W. OF
 PP2205'STATION, ABOUT 2 FT. S. AND 60 FT. W. OF POWER POLE NO. 122,
 PP2205'ON TOP OF STEEP CUT BANK ABOUT 2 FT. S. OF N. R/W FENCE.
 PP2205'
 PP2205'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 PP2205'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE, 12 IN. LONG AND
 PP2205'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH
 PP2205'WITH GROUND.
 PP2205'
 PP2205'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8433 ***********************************************************************
 AB8433  DESIGNATION -  CHUPP
 AB8433  PID         -  AB8433
 AB8433  STATE/COUNTY-  WI/BURNETT
 AB8433  COUNTRY     -  US
 AB8433  USGS QUAD   -  HERTEL (2018)
 AB8433
 AB8433                         *CURRENT SURVEY CONTROL
 AB8433  ______________________________________________________________________
 AB8433* NAD 83(2011) POSITION- 45 50 40.82044(N) 092 08 28.21276(W)   ADJUSTED
 AB8433* NAD 83(2011) ELLIP HT-   277.215 (meters)        (06/27/12)   ADJUSTED
 AB8433* NAD 83(2011) EPOCH   -  2010.00
 AB8433* NAVD 88 ORTHO HEIGHT -   304.6   (meters)      999.    (feet) GPS OBS
 AB8433  ______________________________________________________________________
 AB8433  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8433  GEOID HEIGHT    -        -26.877 (meters)                     GEOID93
 AB8433  GEOID HEIGHT    -        -27.397 (meters)                     GEOID18
 AB8433  NAD 83(2011) X  -   -166,294.113 (meters)                     COMP
 AB8433  NAD 83(2011) Y  - -4,447,808.479 (meters)                     COMP
 AB8433  NAD 83(2011) Z  -  4,553,436.585 (meters)                     COMP
 AB8433  LAPLACE CORR    -        -10.58  (seconds)                    DEFLEC18
 AB8433
 AB8433  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8433  Standards:
 AB8433         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8433            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8433  -------------------------------------------------------------------
 AB8433  NETWORK    1.39   2.10           0.65   0.44   1.07      0.08559981
 AB8433  -------------------------------------------------------------------
 AB8433  Click here for local accuracies and other accuracy information.
 AB8433
 AB8433.The horizontal coordinates were established by GPS observations
 AB8433.and adjusted by the National Geodetic Survey in June 2012.
 AB8433
 AB8433.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8433.been affixed to the stable North American tectonic plate. See 
 AB8433.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8433
 AB8433.The horizontal coordinates are valid at the epoch date displayed above
 AB8433.which is a decimal equivalence of Year/Month/Day.
 AB8433
 AB8433.The orthometric height was determined by GPS observations and a
 AB8433.high-resolution geoid model.
 AB8433
 AB8433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8433.GEOID18 height accuracy estimate available here.
 AB8433
 AB8433.Click photographs - Photos may exist for this station.
 AB8433
 AB8433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8433
 AB8433.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8433
 AB8433.The ellipsoidal height was determined by GPS observations
 AB8433.and is referenced to NAD 83.
 AB8433
 AB8433. The following values were computed from the NAD 83(2011) position.
 AB8433
 AB8433;                    North         East     Units Scale Factor Converg.
 AB8433;SPC WI N     -    77,597.663   433,700.994   MT  0.99996116   -1 32 40.5
 AB8433;SPC WI N     -   254,585.00  1,422,900.68   sFT  0.99996116   -1 32 40.5
 AB8433;UTM  15      - 5,077,148.356   566,686.945   MT  0.99965467   +0 36 58.3
 AB8433
 AB8433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8433!SPC WI N     -   0.99995654  x   0.99996116  =   0.99991770
 AB8433!UTM  15      -   0.99995654  x   0.99965467  =   0.99961123
 AB8433
 AB8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6668677148(NAD 83)
 AB8433
 AB8433                          SUPERSEDED SURVEY CONTROL
 AB8433
 AB8433  NAD 83(2007)-  45 50 40.82058(N)    092 08 28.21343(W) AD(2002.00) 0
 AB8433  ELLIP H (02/10/07)  277.249  (m)                       GP(2002.00)    
 AB8433  NAD 83(1997)-  45 50 40.82060(N)    092 08 28.21416(W) AD(       ) 1
 AB8433  ELLIP H (01/30/03)  277.272  (m)                       GP(       ) 4 1
 AB8433  NAD 83(1991)-  45 50 40.81993(N)    092 08 28.21201(W) AD(       ) 1
 AB8433  ELLIP H (12/09/96)  277.310  (m)                       GP(       ) 4 1
 AB8433
 AB8433.Superseded values are not recommended for survey control.
 AB8433
 AB8433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8433.See file dsdata.pdf to determine how the superseded data were derived.
 AB8433
 AB8433_MARKER: DD = SURVEY DISK
 AB8433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8433_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8433+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB8433
 AB8433  HISTORY     - Date     Condition        Report By
 AB8433  HISTORY     - 1992     MONUMENTED       WI-013
 AB8433
 AB8433                          STATION DESCRIPTION
 AB8433
 AB8433'DESCRIBED BY BURNETT COUNTY WISCONSIN 1992
 AB8433'THE STATION IS LOCATED 5.6 MI (9.0 KM) NORTHWEST OF THE INTERSECTION
 AB8433'OF STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO
 AB8433'COUNTY LINE ROAD) IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER,
 AB8433'SECTION 30, T39N, R14W, TOWN OF RUSK.  TO REACH THE STATION FROM THE
 AB8433'INTERSECTION OF COUNTY LINE ROAD AND STATE HIGHWAY 70 (AT THE BURNETT
 AB8433'AND WASHBURN COUNTY LINE) GO WEST ALONG STATE HIGHWAY 70 2.9 MI (4.7
 AB8433'KM) TO COUNTY ROAD H, GO NORTH ALONG COUNTY ROAD H 2.0 MI, (3.2 KM) GO
 AB8433'EAST ALONG BLACK BROOK ROAD 2.3 MI (3.7 KM) TO THE STATION LOCATED 684
 AB8433'FEET (208.5 M) EAST OF MAPLE ROAD, 33 FEET (10.1 M) SOUTH OF BLACK
 AB8433'BROOK ROAD.  FIBERGLASS WITNESS POST SET 4 FEET (1.2 M) EAST OF THE
 AB8433'STATION.  THE STATION MARKER IS SET IN A 20 CM ROUND CONCRETE MONUMENT
 AB8433'15 CM BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0325 ***********************************************************************
 PM0325  DESIGNATION -  CHURCH
 PM0325  PID         -  PM0325
 PM0325  STATE/COUNTY-  WI/KEWAUNEE
 PM0325  COUNTRY     -  US
 PM0325  USGS QUAD   -  KEWAUNEE (2018)
 PM0325
 PM0325                         *CURRENT SURVEY CONTROL
 PM0325  ______________________________________________________________________
 PM0325* NAD 83(1986) POSITION- 44 27 36.8    (N) 087 30 16.7    (W)   HD_HELD2
 PM0325* NAVD 88 ORTHO HEIGHT -   181.004 (meters)      593.84  (feet) ADJUSTED
 PM0325  ______________________________________________________________________
 PM0325  GEOID HEIGHT    -        -36.330 (meters)                     GEOID18
 PM0325  DYNAMIC HEIGHT  -        180.982 (meters)      593.77  (feet) COMP
 PM0325  MODELED GRAVITY -    980,496.6   (mgal)                       NAVD 88
 PM0325
 PM0325  VERT ORDER      -  FIRST     CLASS I
 PM0325
 PM0325.The horizontal coordinates were established by autonomous hand held GPS
 PM0325.observations and have an estimated accuracy of +/- 10 meters.
 PM0325
 PM0325.The orthometric height was determined by differential leveling and
 PM0325.adjusted by the NATIONAL GEODETIC SURVEY
 PM0325.in June 1991.
 PM0325
 PM0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0325.GEOID18 height accuracy estimate available here.
 PM0325
 PM0325.Click photographs - Photos may exist for this station.
 PM0325
 PM0325.The dynamic height is computed by dividing the NAVD 88
 PM0325.geopotential number by the normal gravity value computed on the
 PM0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0325.degrees latitude (g = 980.6199 gals.).
 PM0325
 PM0325.The modeled gravity was interpolated from observed gravity values.
 PM0325
 PM0325;                    North         East    Units  Estimated Accuracy
 PM0325;SPC WI C     -    72,710.      798,552.      MT  (+/- 10 meters HH2 GPS)
 PM0325
 PM0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5985523114(NAD 83)
 PM0325
 PM0325                          SUPERSEDED SURVEY CONTROL
 PM0325
 PM0325.No superseded survey control is available for this station.
 PM0325
 PM0325_MARKER: Z = SEE DESCRIPTION
 PM0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PM0325_SP_SET: DOORSILL
 PM0325_MARK LOGO: NONE
 PM0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0325+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 PM0325
 PM0325  HISTORY     - Date     Condition        Report By
 PM0325  HISTORY     - UNK      MONUMENTED       USLS
 PM0325  HISTORY     - 1975     GOOD             NOS
 PM0325  HISTORY     - 20021022 POOR             USPSQD
 PM0325  HISTORY     - 20040304 GOOD             USPSQD
 PM0325  HISTORY     - 20060626 GOOD             GEOCAC
 PM0325  HISTORY     - 20180813 GOOD             USPSQD
 PM0325
 PM0325                          STATION DESCRIPTION
 PM0325
 PM0325'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0325'IN KEWAUNEE.
 PM0325'IN KEWAUNEE, AT THE SOUTHWEST CORNER OF DODGE AND MILLER STREETS, AT
 PM0325'THE MAIN ENTRANCE OF A FORMER CHURCH BUILDING NOW OCCUPIED BY DUQUINE
 PM0325'LECTURNS, ON TOP OF THE NORTH END OF A STONE DOORSILL, BEING THE
 PM0325'HIGHEST POINT OF SILL IN A SQUARE INCLOSED BY SIDE AND END OF SILL,
 PM0325'CHURCH WALL AND A LINE OUT ON TOP THE SILL.
 PM0325
 PM0325                          STATION RECOVERY (2002)
 PM0325
 PM0325'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0325'STONE DOORSILL HAS BEEN PAINTED AND PAINT IS CHIPPING MAKING THE LINE
 PM0325'OUT ON TOP THE SILL DIFFICULT TO SEE.  SATELLITE OBSERVATION IS
 PM0325'QUESTIONABLE DUE TO THE WALLS OF THE BUILDING ADJACENT TO THE MARKING
 PM0325'SQUARE ON THE DOORSILL.
 PM0325
 PM0325                          STATION RECOVERY (2004)
 PM0325
 PM0325'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0325'RECOVERED IN GOOD CONDITION.
 PM0325
 PM0325                          STATION RECOVERY (2006)
 PM0325
 PM0325'RECOVERY NOTE BY GEOCACHING 2006 (RFC)
 PM0325'RECOVERED IN GOOD CONDITION.
 PM0325
 PM0325                          STATION RECOVERY (2018)
 PM0325
 PM0325'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 PM0325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2619 ***********************************************************************
 DL2619  DESIGNATION -  CICERO C GPS
 DL2619  PID         -  DL2619
 DL2619  STATE/COUNTY-  WI/OUTAGAMIE
 DL2619  COUNTRY     -  US
 DL2619  USGS QUAD   -  NICHOLS (2018)
 DL2619
 DL2619                         *CURRENT SURVEY CONTROL
 DL2619  ______________________________________________________________________
 DL2619* NAD 83(2011) POSITION- 44 32 41.48409(N) 088 26 52.98651(W)   ADJUSTED
 DL2619* NAD 83(2011) ELLIP HT-   209.542 (meters)        (04/14/17)   ADJUSTED
 DL2619* NAD 83(2011) EPOCH   -  2010.00
 DL2619* NAVD 88 ORTHO HEIGHT -   245.838 (meters)      806.55  (feet) ADJUSTED
 DL2619  ______________________________________________________________________
 DL2619  GEOID HEIGHT    -        -36.296 (meters)                     GEOID18
 DL2619  NAD 83(2011) X  -    123,320.053 (meters)                     COMP
 DL2619  NAD 83(2011) Y  - -4,551,692.186 (meters)                     COMP
 DL2619  NAD 83(2011) Z  -  4,451,589.066 (meters)                     COMP
 DL2619  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 DL2619  DYNAMIC HEIGHT  -        245.803 (meters)      806.44  (feet) COMP
 DL2619  MODELED GRAVITY -    980,470.9   (mgal)                       NAVD 88
 DL2619
 DL2619  VERT ORDER      -  SECOND    CLASS I
 DL2619
 DL2619  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2619  Standards:
 DL2619         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2619            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2619  -------------------------------------------------------------------
 DL2619  NETWORK    0.42   0.45           0.19   0.15   0.23     -0.01708979
 DL2619  -------------------------------------------------------------------
 DL2619  Click here for local accuracies and other accuracy information.
 DL2619
 DL2619.The horizontal coordinates were established by GPS observations
 DL2619.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2619
 DL2619.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2619.been affixed to the stable North American tectonic plate. See 
 DL2619.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2619
 DL2619.The horizontal coordinates are valid at the epoch date displayed above
 DL2619.which is a decimal equivalence of Year/Month/Day.
 DL2619
 DL2619.The orthometric height was determined by differential leveling and
 DL2619.adjusted by the WI DEPT OF TRANSP
 DL2619.in May 2012.
 DL2619
 DL2619.No vertical observational check was made to the station.
 DL2619
 DL2619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2619.GEOID18 height accuracy estimate available here.
 DL2619
 DL2619.Click photographs - Photos may exist for this station.
 DL2619
 DL2619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2619
 DL2619.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2619
 DL2619.The ellipsoidal height was determined by GPS observations
 DL2619.and is referenced to NAD 83.
 DL2619
 DL2619.The dynamic height is computed by dividing the NAVD 88
 DL2619.geopotential number by the normal gravity value computed on the
 DL2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2619.degrees latitude (g = 980.6199 gals.).
 DL2619
 DL2619.The modeled gravity was interpolated from observed gravity values.
 DL2619
 DL2619. The following values were computed from the NAD 83(2011) position.
 DL2619
 DL2619;                    North         East     Units Scale Factor Converg.
 DL2619;SPC WI C     -    80,241.484   723,318.319   MT  0.99995733   +1 05 42.1
 DL2619;SPC WI C     -   263,258.94  2,373,086.85   sFT  0.99995733   +1 05 42.1
 DL2619;UTM  16      - 4,933,411.518   384,971.223   MT  0.99976272   -1 00 57.1
 DL2619
 DL2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2619!SPC WI C     -   0.99996715  x   0.99995733  =   0.99992448
 DL2619!UTM  16      -   0.99996715  x   0.99976272  =   0.99972987
 DL2619
 DL2619:                Primary Azimuth Mark                     Grid Az
 DL2619:SPC WI C     -  CICERO C GPS AZ MK                       197 29 24.2
 DL2619:UTM  16      -  CICERO C GPS AZ MK                       199 36 03.4
 DL2619
 DL2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8497133411(NAD 83)
 DL2619
 DL2619|---------------------------------------------------------------------|
 DL2619| PID    Reference Object                     Distance      Geod. Az  |
 DL2619|                                                           dddmmss.s |
 DL2619| DL2618 CICERO C GPS AZ MK                  403.450 METERS 1983506.3 |
 DL2619|---------------------------------------------------------------------|
 DL2619
 DL2619                          SUPERSEDED SURVEY CONTROL
 DL2619
 DL2619.No superseded survey control is available for this station.
 DL2619
 DL2619_MARKER: DD = SURVEY DISK
 DL2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2619_STAMPING: CICERO C GPS 1993
 DL2619_MARK LOGO: WIDT
 DL2619_PROJECTION: FLUSH
 DL2619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2619+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DL2619
 DL2619  HISTORY     - Date     Condition        Report By
 DL2619  HISTORY     - 1993     MONUMENTED       WI-087
 DL2619  HISTORY     - 20081022 GOOD             WIDT
 DL2619  HISTORY     - 20150201 GOOD             WIDT
 DL2619
 DL2619                          STATION DESCRIPTION
 DL2619
 DL2619'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2619'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DL2619'HIGHWAY VV APPROXIMATELY 1 MILE EAST OF THE COMMUNITY OF NICHOLS AND 6
 DL2619'MI (9.7 KM) NORTH OF THE VILLAGE OF BLACK CREEK, GO SOUTH ON STATE
 DL2619'HIGHWAY 47 FOR 1.0 MI (1.6 KM) TO BRUGGER ROAD, CONTINUE SOUTH ON
 DL2619'STATE HIGHWAY 47 FOR 0.05 MILE TO THE STATION ON THE RIGHT.  THE
 DL2619'STATION IS A BRONZE WIS. DEPT. OF TRANSPORTATION GEODETIC CONTROL
 DL2619'STATION DISK STAMPED --CICERO C GPS 1993-- SET IN THE TOP OF A 45-CM
 DL2619'(18 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE GROUND, AND
 DL2619'APPROXIMATELY 2 M (6.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DL2619'13.2 M (43.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 47, 33.0 M
 DL2619'(108.3 FT) SOUTH OF A --NO PASSING ZONE-- WOOD SIGN POST, 30.8 M
 DL2619'(101.0 FT) NORTH OF AN --ADOPT-A-HIGHWAY-- WOOD SIGN POST, 14.2 M
 DL2619'(46.6 FT) NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, 1.5 M (4.9 FT)
 DL2619'EAST OF A CULTIVATED FIELD, 0.9 M (3.0 FT) EAST OF A METAL WITNESS
 DL2619'POST, AND 1.0 M (3.3 FT) WEST, 1.0 M (3.3 FT) SOUTHEAST, AND 1.0 M
 DL2619'(3.3 FT) NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DL2619'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2619'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2619
 DL2619                          STATION RECOVERY (2015)
 DL2619
 DL2619'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL2619'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL2618 ***********************************************************************
 DL2618  DESIGNATION -  CICERO C GPS AZ MK
 DL2618  PID         -  DL2618
 DL2618  STATE/COUNTY-  WI/OUTAGAMIE
 DL2618  COUNTRY     -  US
 DL2618  USGS QUAD   -  NICHOLS (2018)
 DL2618
 DL2618                         *CURRENT SURVEY CONTROL
 DL2618  ______________________________________________________________________
 DL2618* NAD 83(2011) POSITION- 44 32 29.09525(N) 088 26 58.81117(W)   ADJUSTED
 DL2618* NAD 83(2011) ELLIP HT-   211.320 (meters)        (04/14/17)   ADJUSTED
 DL2618* NAD 83(2011) EPOCH   -  2010.00
 DL2618* NAVD 88 ORTHO HEIGHT -   247.617 (meters)      812.39  (feet) ADJUSTED
 DL2618  ______________________________________________________________________
 DL2618  GEOID HEIGHT    -        -36.297 (meters)                     GEOID18
 DL2618  NAD 83(2011) X  -    123,198.810 (meters)                     COMP
 DL2618  NAD 83(2011) Y  - -4,551,965.085 (meters)                     COMP
 DL2618  NAD 83(2011) Z  -  4,451,317.751 (meters)                     COMP
 DL2618  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 DL2618  DYNAMIC HEIGHT  -        247.582 (meters)      812.28  (feet) COMP
 DL2618  MODELED GRAVITY -    980,470.7   (mgal)                       NAVD 88
 DL2618
 DL2618  VERT ORDER      -  SECOND    CLASS I
 DL2618
 DL2618  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2618  Standards:
 DL2618         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2618            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2618  -------------------------------------------------------------------
 DL2618  NETWORK    0.42   0.43           0.19   0.15   0.22     -0.00652438
 DL2618  -------------------------------------------------------------------
 DL2618  Click here for local accuracies and other accuracy information.
 DL2618
 DL2618.The horizontal coordinates were established by GPS observations
 DL2618.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DL2618
 DL2618.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2618.been affixed to the stable North American tectonic plate. See 
 DL2618.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2618
 DL2618.The horizontal coordinates are valid at the epoch date displayed above
 DL2618.which is a decimal equivalence of Year/Month/Day.
 DL2618
 DL2618.The orthometric height was determined by differential leveling and
 DL2618.adjusted by the WI DEPT OF TRANSP
 DL2618.in May 2012.
 DL2618
 DL2618.No vertical observational check was made to the station.
 DL2618
 DL2618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2618.GEOID18 height accuracy estimate available here.
 DL2618
 DL2618.Click photographs - Photos may exist for this station.
 DL2618
 DL2618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2618
 DL2618.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2618
 DL2618.The ellipsoidal height was determined by GPS observations
 DL2618.and is referenced to NAD 83.
 DL2618
 DL2618.The dynamic height is computed by dividing the NAVD 88
 DL2618.geopotential number by the normal gravity value computed on the
 DL2618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2618.degrees latitude (g = 980.6199 gals.).
 DL2618
 DL2618.The modeled gravity was interpolated from observed gravity values.
 DL2618
 DL2618. The following values were computed from the NAD 83(2011) position.
 DL2618
 DL2618;                    North         East     Units Scale Factor Converg.
 DL2618;SPC WI C     -    79,856.702   723,197.071   MT  0.99995768   +1 05 38.0
 DL2618;SPC WI C     -   261,996.53  2,372,689.06   sFT  0.99995768   +1 05 38.0
 DL2618;UTM  16      - 4,933,031.537   384,835.911   MT  0.99976310   -1 01 01.0
 DL2618
 DL2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2618!SPC WI C     -   0.99996687  x   0.99995768  =   0.99992455
 DL2618!UTM  16      -   0.99996687  x   0.99976310  =   0.99972997
 DL2618
 DL2618:                Primary Azimuth Mark                     Grid Az
 DL2618:SPC WI C     -  CICERO C GPS                             017 29 24.2
 DL2618:UTM  16      -  CICERO C GPS                             019 36 03.2
 DL2618
 DL2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8483533031(NAD 83)
 DL2618
 DL2618|---------------------------------------------------------------------|
 DL2618| PID    Reference Object                     Distance      Geod. Az  |
 DL2618|                                                           dddmmss.s |
 DL2618| DL2619 CICERO C GPS                        403.450 METERS 0183502.2 |
 DL2618|---------------------------------------------------------------------|
 DL2618
 DL2618                          SUPERSEDED SURVEY CONTROL
 DL2618
 DL2618  NAD 83(2007)-  44 32 29.09548(N)    088 26 58.81215(W) AD(2002.00) 1
 DL2618  ELLIP H (04/03/12)  211.356  (m)                       GP(2002.00) 4 1
 DL2618
 DL2618.Superseded values are not recommended for survey control.
 DL2618
 DL2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2618.See file dsdata.pdf to determine how the superseded data were derived.
 DL2618
 DL2618_MARKER: DZ = AZIMUTH MARK DISK
 DL2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2618_STAMPING: CICERO C GPS 1993
 DL2618_MARK LOGO: WIDT
 DL2618_PROJECTION: FLUSH
 DL2618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2618+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DL2618
 DL2618  HISTORY     - Date     Condition        Report By
 DL2618  HISTORY     - 1993     MONUMENTED       WI-087
 DL2618  HISTORY     - 20081105 GOOD             WIDT
 DL2618  HISTORY     - 20150420 GOOD             WI-087
 DL2618
 DL2618                          STATION DESCRIPTION
 DL2618
 DL2618'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL2618'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH COUNTY
 DL2618'HIGHWAY VV APPROXIMATELY 1 MILE EAST OF THE COMMUNITY OF NICHOLS AND 6
 DL2618'MI (9.7 KM) NORTH OF THE VILLAGE OF BLACK CREEK, GO SOUTH ON STATE
 DL2618'HIGHWAY 47 FOR 1.0 MI (1.6 KM) TO BRUGGER ROAD, CONTINUE SOUTH ON
 DL2618'STATE HIGHWAY 47 FOR 0.30 MILE TO THE STATION ON THE RIGHT.  THE
 DL2618'STATION IS A BRONZE WIS. DEPT. OF TRANSPORTATION AZIMUTH MARK DISK
 DL2618'STAMPED --CICERO C GPS 1993-- SET IN THE TOP OF A 45-CM (18 INCH)
 DL2618'DIAMETER CONCRETE POST, FLUSH WITH THE GROUND, AND APPROXIMATELY 1.5 M
 DL2618'(4.9 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 12.8 M (42.0 FT)
 DL2618'WEST OF THE CENTERLINE OF STATE HIGHWAY 47, APPROXIMATELY 80 M (262.5
 DL2618'FT) SOUTH OF A FIELD ENTRANCE, 9.0 M (29.5 FT) NORTHEAST OF THE TOP
 DL2618'CENTER OF TELEPHONE PEDESTAL --2 4200--, 8.6 M (28.2 FT) NORTHEAST OF
 DL2618'A YELLOW 4X4 PLASTIC RIGHT-OF-WAY POST, 7.5 M (24.6 FT) EAST OF A
 DL2618'CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST,
 DL2618'AND 1.0 M (3.3 FT) NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DL2618'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DL2618'THAN 15 DEGREES ABOVE THE HORIZON.
 DL2618
 DL2618                          STATION RECOVERY (2015)
 DL2618
 DL2618'RECOVERY NOTE BY OUTAGAMIE COUNTY WISCONSIN 2015 (EPS)
 DL2618'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4960 ***********************************************************************
 DQ4960  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4960  DESIGNATION -  CIKAEGSIAH GPS
 DQ4960  PID         -  DQ4960
 DQ4960  STATE/COUNTY-  WI/MENOMINEE
 DQ4960  COUNTRY     -  US
 DQ4960  USGS QUAD   -  LEGEND LAKE (2019)
 DQ4960
 DQ4960                         *CURRENT SURVEY CONTROL
 DQ4960  ______________________________________________________________________
 DQ4960* NAD 83(2011) POSITION- 44 53 24.99397(N) 088 30 43.42817(W)   ADJUSTED
 DQ4960* NAD 83(2011) ELLIP HT-   229.810 (meters)        (04/14/17)   ADJUSTED
 DQ4960* NAD 83(2011) EPOCH   -  2010.00
 DQ4960* NAVD 88 ORTHO HEIGHT -   265.96  (meters)      872.6   (feet) GPS OBS
 DQ4960  ______________________________________________________________________
 DQ4960  GEOID HEIGHT    -        -36.149 (meters)                     GEOID18
 DQ4960  NAD 83(2011) X  -    117,533.809 (meters)                     COMP
 DQ4960  NAD 83(2011) Y  - -4,524,841.446 (meters)                     COMP
 DQ4960  NAD 83(2011) Z  -  4,478,880.103 (meters)                     COMP
 DQ4960  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 DQ4960
 DQ4960  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4960  Standards:
 DQ4960         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4960            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4960  -------------------------------------------------------------------
 DQ4960  NETWORK    0.78   0.92           0.36   0.26   0.47     -0.00385588
 DQ4960  -------------------------------------------------------------------
 DQ4960  Click here for local accuracies and other accuracy information.
 DQ4960
 DQ4960.The horizontal coordinates were established by GPS observations
 DQ4960.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4960
 DQ4960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4960.been affixed to the stable North American tectonic plate. See 
 DQ4960.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4960
 DQ4960.The horizontal coordinates are valid at the epoch date displayed above
 DQ4960.which is a decimal equivalence of Year/Month/Day.
 DQ4960
 DQ4960.The orthometric height was determined by GPS observations and a
 DQ4960.high-resolution geoid model using precise GPS observation and
 DQ4960.processing techniques.
 DQ4960
 DQ4960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4960.GEOID18 height accuracy estimate available here.
 DQ4960
 DQ4960.Click photographs - Photos may exist for this station.
 DQ4960
 DQ4960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4960
 DQ4960.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4960
 DQ4960.The ellipsoidal height was determined by GPS observations
 DQ4960.and is referenced to NAD 83.
 DQ4960
 DQ4960. The following values were computed from the NAD 83(2011) position.
 DQ4960
 DQ4960;                    North         East     Units Scale Factor Converg.
 DQ4960;SPC WI C     -   118,522.931   717,529.250   MT  0.99994074   +1 02 59.5
 DQ4960;SPC WI C     -   388,853.98  2,354,093.88   sFT  0.99994074   +1 02 59.5
 DQ4960;UTM  16      - 4,971,873.643   380,598.965   MT  0.99977531   -1 04 02.2
 DQ4960
 DQ4960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4960!SPC WI C     -   0.99996397  x   0.99994074  =   0.99990471
 DQ4960!UTM  16      -   0.99996397  x   0.99977531  =   0.99973929
 DQ4960
 DQ4960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8059871873(NAD 83)
 DQ4960
 DQ4960                          SUPERSEDED SURVEY CONTROL
 DQ4960
 DQ4960.No superseded survey control is available for this station.
 DQ4960
 DQ4960_MARKER: DD = SURVEY DISK
 DQ4960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4960_STAMPING: CIKAEGSIAH GPS 1994
 DQ4960_MARK LOGO: WIDT
 DQ4960_PROJECTION: FLUSH
 DQ4960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4960+STABILITY: SURFACE MOTION
 DQ4960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4960+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DQ4960
 DQ4960  HISTORY     - Date     Condition        Report By
 DQ4960  HISTORY     - 1994     MONUMENTED       WI-078
 DQ4960  HISTORY     - 20150201 GOOD             WIDT
 DQ4960
 DQ4960                          STATION DESCRIPTION
 DQ4960
 DQ4960'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4960'TO REACH THE STATION IS APPROXIMATELY 10 MI (16.1 KM) WEST OF GILLETT,
 DQ4960'8.5 MI (13.7 KM) NORTHEAST OF SHAWANO, AND 6 MI (9.7 KM) EAST OF
 DQ4960'KESHENA.
 DQ4960'
 DQ4960'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 AND STATE
 DQ4960'HIGHWAY 55 WITH COUNTY HIGHWAY VV IN THE VILLAGE OF KESHENA, GO EAST
 DQ4960'ON COUNTY HIGHWAY VV FOR 6.2 MI (10.0 KM) TO LONG LAKE ROAD ON THE
 DQ4960'LEFT AND THE STATION ON THE LEFT.
 DQ4960'
 DQ4960'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4960'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 35-CM (14
 DQ4960'INCH) DIAMETER CONCRETE POST, APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN
 DQ4960'THE HIGHWAY GRADE.  THE STATION IS 10.2 M (33.5 FT) NORTH OF THE
 DQ4960'CENTERLINE OF COUNTY HIGHWAY VV, 14.0 M (45.9 FT) WEST OF THE
 DQ4960'CENTERLINE OF LONG LAKE ROAD, 13.5 M (44.3 FT) SOUTHWEST OF A BURIED
 DQ4960'CABLE PEDESTAL, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY
 DQ4960'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DQ4960'
 DQ4960'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO SOUTH EXTENDING TO 20
 DQ4960'DEGREES ABOVE THE HORIZON, TREES TO THE EAST EXTENDING TO 30 DEGREES
 DQ4960'ABOVE THE HORIZON, AND THE WEST AND NORTHWEST EXTENDING TO 40 DEGREES
 DQ4960'ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4453 ***********************************************************************
 DJ4453  DESIGNATION -  CINCH
 DJ4453  PID         -  DJ4453
 DJ4453  STATE/COUNTY-  WI/JACKSON
 DJ4453  COUNTRY     -  US
 DJ4453  USGS QUAD   -  SPAULDING (2018)
 DJ4453
 DJ4453                         *CURRENT SURVEY CONTROL
 DJ4453  ______________________________________________________________________
 DJ4453* NAD 83(1986) POSITION- 44 20 26.53   (N) 090 26 16.46   (W)   HD_HELD1
 DJ4453* NAVD 88 ORTHO HEIGHT -   318.960 (meters)     1046.45  (feet) ADJUSTED
 DJ4453  ______________________________________________________________________
 DJ4453  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 DJ4453  DYNAMIC HEIGHT  -        318.903 (meters)     1046.27  (feet) COMP
 DJ4453  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 DJ4453
 DJ4453  VERT ORDER      -  SECOND    CLASS I
 DJ4453
 DJ4453.The horizontal coordinates were determined by differentially corrected
 DJ4453.hand held GPS observations or other comparable positioning techniques
 DJ4453.and have an estimated accuracy of +/- 3 meters.
 DJ4453
 DJ4453.The orthometric height was determined by differential leveling and
 DJ4453.adjusted by the WI DEPT OF TRANSP
 DJ4453.in May 2012.
 DJ4453
 DJ4453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4453.GEOID18 height accuracy estimate available here.
 DJ4453
 DJ4453.Click photographs - Photos may exist for this station.
 DJ4453
 DJ4453.The dynamic height is computed by dividing the NAVD 88
 DJ4453.geopotential number by the normal gravity value computed on the
 DJ4453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4453.degrees latitude (g = 980.6199 gals.).
 DJ4453
 DJ4453.The modeled gravity was interpolated from observed gravity values.
 DJ4453
 DJ4453;                    North         East    Units  Estimated Accuracy
 DJ4453;SPC WI C     -    56,472.1     565,079.6     MT  (+/- 3 meters HH1 GPS) 
 DJ4453
 DJ4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0423612907(NAD 83)
 DJ4453
 DJ4453                          SUPERSEDED SURVEY CONTROL
 DJ4453
 DJ4453  NAVD 88 (07/08/08)  318.946  (m)         1046.41   (f) SUPERSEDED  2 1
 DJ4453
 DJ4453.Superseded values are not recommended for survey control.
 DJ4453
 DJ4453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4453.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4453
 DJ4453_MARKER: DD = SURVEY DISK
 DJ4453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4453_STAMPING: CINCH 1980
 DJ4453_MARK LOGO: WIHD
 DJ4453_PROJECTION: FLUSH
 DJ4453_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ4453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4453+STABILITY: SURFACE MOTION
 DJ4453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4453+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2011
 DJ4453
 DJ4453  HISTORY     - Date     Condition        Report By
 DJ4453  HISTORY     - 1980     MONUMENTED       WIDT
 DJ4453  HISTORY     - 20060913 GOOD             WIDT
 DJ4453  HISTORY     - 20110824 GOOD             WIDT
 DJ4453
 DJ4453                          STATION DESCRIPTION
 DJ4453
 DJ4453'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4453'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4453'HIGHWAY ZZ TO THE NORTH AND CRANBERRY ROAD TO THE SOUTH IN THE
 DJ4453'COMMUNITY OF CITY POINT, GO WEST ON STATE HIGHWAY 54 FOR 5.4 MI (8.7
 DJ4453'KM) TO SPAULDING ROAD ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 54
 DJ4453'FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT.  THE STATION IS AN
 DJ4453'ALUMINUM WISCONSIN DIVISION OF HIGHWAYS SURVEY DISK SET IN THE TOP OF
 DJ4453'A 30-CM (12 INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE
 DJ4453'RIGHT-OF-WAY ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 DJ4453'STATION IS 19.3 M (63.3 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DJ4453'54, 57 M (187.0 FT) WEST OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE
 DJ4453'--W2498--, AND 0.6 M (2.0 FT) SOUTH OF A METAL WITNESS POST WITH A
 DJ4453'WHITE PLAQUE.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DJ4453'OBSERVATIONS.
 DJ4453
 DJ4453                          STATION RECOVERY (2011)
 DJ4453
 DJ4453'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4453'NOTE - - MONUMENT IS 1M (3.3 FT) EAST AND WEST OF A WHITE PLASTIC
 DJ4453'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1245 ***********************************************************************
 OM1245  DESIGNATION -  CINDY
 OM1245  PID         -  OM1245
 OM1245  STATE/COUNTY-  WI/MARQUETTE
 OM1245  COUNTRY     -  US
 OM1245  USGS QUAD   -  WESTFIELD WEST (2018)
 OM1245
 OM1245                         *CURRENT SURVEY CONTROL
 OM1245  ______________________________________________________________________
 OM1245* NAD 83(1991) POSITION- 43 58 27.99802(N) 089 30 00.82022(W)   ADJUSTED
 OM1245* NAVD 88 ORTHO HEIGHT -   317.9   (meters)     1043.    (feet) VERTCON3
 OM1245  ______________________________________________________________________
 OM1245  GEOID HEIGHT    -        -35.957 (meters)                     GEOID18
 OM1245  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 OM1245  HORZ ORDER      -  SECOND
 OM1245
 OM1245.The horizontal coordinates were established by classical geodetic methods
 OM1245.and adjusted by the National Geodetic Survey in November 1991.
 OM1245
 OM1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1245
 OM1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1245.GEOID18 height accuracy estimate available here.
 OM1245
 OM1245.Click photographs - Photos may exist for this station.
 OM1245
 OM1245.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1245
 OM1245. The following values were computed from the NAD 83(1991) position.
 OM1245
 OM1245;                    North         East     Units Scale Factor Converg.
 OM1245;SPC WI S     -   219,467.709   640,101.085   MT  0.99998257   +0 20 36.2
 OM1245;SPC WI S     -   720,036.98  2,100,064.98   sFT  0.99998257   +0 20 36.2
 OM1245;UTM  16      - 4,872,073.479   299,458.060   MT  1.00009466   -1 44 11.7
 OM1245
 OM1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1245!SPC WI S     -   0.99995580  x   0.99998257  =   0.99993837
 OM1245!UTM  16      -   0.99995580  x   1.00009466  =   1.00005045
 OM1245
 OM1245:                Primary Azimuth Mark                     Grid Az
 OM1245:SPC WI S     -  OXFORD CORR INST WATER TANK              225 35 07.3
 OM1245:UTM  16      -  OXFORD CORR INST WATER TANK              227 39 55.2
 OM1245
 OM1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9945872073(NAD 83)
 OM1245
 OM1245|---------------------------------------------------------------------|
 OM1245| PID    Reference Object                     Distance      Geod. Az  |
 OM1245|                                                           dddmmss.s |
 OM1245| CS5484 CINDY RM 1                            4.298 METERS 14558     |
 OM1245| CS5486 CINDY RM 2                            4.342 METERS 21141     |
 OM1245| CS5538 OXFORD CORR INST WATER TANK                        2255543.5 |
 OM1245| CS5485 CINDY RM 3                           11.171 METERS 25634     |
 OM1245|---------------------------------------------------------------------|
 OM1245
 OM1245                          SUPERSEDED SURVEY CONTROL
 OM1245
 OM1245  NAD 83(1986)-  43 58 27.99556(N)    089 30 00.82784(W) AD(       ) 2
 OM1245  NGVD 29 (03/14/91)  317.9    (m)         1043.     (f) VERT ANG       
 OM1245
 OM1245.Superseded values are not recommended for survey control.
 OM1245
 OM1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1245.See file dsdata.pdf to determine how the superseded data were derived.
 OM1245
 OM1245_MARKER: DD = SURVEY DISK
 OM1245_SETTING: 66 = SET IN ROCK OUTCROP
 OM1245_STAMPING: CINDY 1979
 OM1245_MARK LOGO: WIDT
 OM1245_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OM1245+STABILITY: POSITION/ELEVATION WELL
 OM1245
 OM1245  HISTORY     - Date     Condition        Report By
 OM1245  HISTORY     - 1979     MONUMENTED       WIDT
 OM1245
 OM1245                          STATION DESCRIPTION
 OM1245
 OM1245'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 OM1245'THE STATION IS LOCATED SOUTH OF A WAYSIDE ALONG USH 51 ABOUT 16 MILES
 OM1245'EAST OF FRIENDSHIP, 6.5 MILES NORTH OF WESTFIELD, AND 4 MILES SOUTH
 OM1245'SOUTHEAST OF COLOMA.
 OM1245'
 OM1245'TO REACH THE STATION FROM THE JUNCTION OF CTH E AND USH 51 AT THE EAST
 OM1245'EDGE OF WESTFIELD, GO NORTH ON USH 51 FOR 6.65 MILES TO A WAYSIDE ON
 OM1245'THE WEST SIDE OF THE HIGHWAY.  TURN LEFT AND GO TO THE WEST END OF THE
 OM1245'WAYSIDE PARKING AREA.  PACK SOUTH UP A HILL AND FOLLOW THE TOP OF A
 OM1245'LEDGE ALONG THE WEST AND SOUTHWEST EDGES OF THE HILL FOR ABOUT 0.2
 OM1245'MILE TO THE STATION ABOUT 120 FEET NORTHWEST OF THE SOUTHEAST END
 OM1245'OF THE LEDGE AND 15 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE.
 OM1245'
 OM1245'THE STATION MARK IS A STANDARD WIDT DISK STAMPED---CINDY 1979---.  IT
 OM1245'IS CEMENTED IN A DRILLED HOLE IN THE ROCK LEDGE AND COVERED WITH ABOUT
 OM1245'2 FEET OF DIRT.  IT IS 22.5 FEET NORTHWEST OF AN 8 INCH TRIPLE NORWAY
 OM1245'PINE, 19.5 FEET SOUTHEAST OF AN 8 INCH NORWAY PINE, 17.5 FEET NORTH OF
 OM1245'A ROUNDED PENINSULA OF ROCK STICKING OUT FROM THE EDGE OF THE LEDGE,
 OM1245'AND 11.0 FEET NORTHEAST OF A 4 INCH RED OAK.
 OM1245'
 OM1245'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---CINDY RM 1 1979---.
 OM1245'IT IS CEMENTED IN A DRILLED HOLE IN THE BARE ROCK LEDGE.  IT IS 28
 OM1245'FEET SOUTHEAST OF AN 8 INCH NORWAY PINE, 14.5 FEET SOUTHWEST OF AN 8
 OM1245'INCH TRIPLE NORWAY PINE, 3 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 OM1245'LEDGE, 1.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE, AND
 OM1245'LEVEL WITH THE STATION.
 OM1245'
 OM1245'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---CINDY RM 2 1979---.
 OM1245'IT IS CEMENTED IN A DRILLED HOLE IN THE BARE ROCK LEDGE.  IT IS 33
 OM1245'FEET SOUTH SOUTHWEST OF AN 8 INCH NORWAY PINE, 29.5 FEET WEST OF AN 8
 OM1245'INCH TRIPLE NORWAY PINE, 18 FEET SOUTH SOUTHEAST OF A 4 INCH RED OAK,
 OM1245'1.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE, AND LEVEL WITH
 OM1245'THE STATION.
 OM1245'
 OM1245'REFERENCE MARK 3 IS A STANDARD WIDT DISK STAMPED---CINDY RM 3 1979---.
 OM1245'IT IS CEMENTED IN A DRILLED HOLE IN A SECTION OF THE BARE ROCK LEDGE
 OM1245'WHICH IS ABOUT 15 FEET IN DIAMETER AND SLIGHTLY SEPARATED FROM THE
 OM1245'MAIN LEDGE.  THE MARK IS 9 FEET SOUTHWEST OF A 5 INCH WHITE PINE, 9
 OM1245'FEET EAST OF THE WEST EDGE OF THE LEDGE SECTION, 5 FEET WEST OF THE
 OM1245'EAST EDGE OF THE LEDGE SECTION, 2.5 FEET NORTH OF THE SOUTH EDGE OF
 OM1245'THE LEDGE SECTION, AND 1 FOOT LOWER THAN THE STATION.
 OM1245'
 OM1245'THE STATION, OXFORD CORRECTIONAL INSTITUTION WATER TANK, IS THE APEX
 OM1245'OF THE VENT ATOP THE WATER TANK AT THE FEDERAL CORRECTIONAL
 OM1245'INSTITUTION ABOUT 10.5 MILES NORTHWEST OF OXFORD AND NEAR THE
 OM1245'SOUTHWEST CORNER OF THE JUNCTION OF CTH E AND CTH G IN ADAMS COUNTY.
 OM1245'THE TANK IS CREAM COLORED AND DRUM SHAPED WITH DOMED TOP AND BOTTOM
 OM1245'ATOP 5 TUBULAR LEGS.  IT IS ABOUT 500 FEET INSIDE THE SOUTH AND WEST
 OM1245'PRISON WALLS.  THIS LANDMARK STATION IS NOT TO BE POSITIONED BUT IS
 OM1245'ONLY TO PROVIDE AZIMUTH CONTROL FROM STATION CINDY WIDT.
 OM1245'
 OM1245'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 2.10 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0262 ***********************************************************************
 OL0262  DESIGNATION -  CITY DATUM
 OL0262  PID         -  OL0262
 OL0262  STATE/COUNTY-  WI/SHEBOYGAN
 OL0262  COUNTRY     -  US
 OL0262  USGS QUAD   -  PLYMOUTH SOUTH (2018)
 OL0262
 OL0262                         *CURRENT SURVEY CONTROL
 OL0262  ______________________________________________________________________
 OL0262* NAD 83(1986) POSITION- 43 44 48.     (N) 087 58 52.     (W)   SCALED
 OL0262* NAVD 88 ORTHO HEIGHT -   251.290 (meters)      824.44  (feet) ADJUSTED
 OL0262  ______________________________________________________________________
 OL0262  GEOID HEIGHT    -        -35.603 (meters)                     GEOID18
 OL0262  DYNAMIC HEIGHT  -        251.238 (meters)      824.27  (feet) COMP
 OL0262  MODELED GRAVITY -    980,404.9   (mgal)                       NAVD 88
 OL0262
 OL0262  VERT ORDER      -  SECOND    CLASS 0
 OL0262
 OL0262.The horizontal coordinates were scaled from a map and have
 OL0262.an estimated accuracy of +/- 6 seconds.
 OL0262
 OL0262.The orthometric height was determined by differential leveling and
 OL0262.adjusted by the NATIONAL GEODETIC SURVEY
 OL0262.in June 1991.
 OL0262
 OL0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0262.GEOID18 height accuracy estimate available here.
 OL0262
 OL0262.Click photographs - Photos may exist for this station.
 OL0262
 OL0262.The dynamic height is computed by dividing the NAVD 88
 OL0262.geopotential number by the normal gravity value computed on the
 OL0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0262.degrees latitude (g = 980.6199 gals.).
 OL0262
 OL0262.The modeled gravity was interpolated from observed gravity values.
 OL0262
 OL0262;                    North         East    Units  Estimated Accuracy
 OL0262;SPC WI S     -   196,010.      762,590.      MT  (+/- 180 meters Scaled)
 OL0262
 OL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP210442(NAD 83)
 OL0262
 OL0262                          SUPERSEDED SURVEY CONTROL
 OL0262
 OL0262  NGVD 29 (??/??/92)  251.272  (m)          824.38   (f) ADJ UNCH    2 0
 OL0262
 OL0262.Superseded values are not recommended for survey control.
 OL0262
 OL0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0262.See file dsdata.pdf to determine how the superseded data were derived.
 OL0262
 OL0262_MARKER: Z = SEE DESCRIPTION
 OL0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0262_SP_SET: BUILDING
 OL0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0262
 OL0262  HISTORY     - Date     Condition        Report By
 OL0262  HISTORY     - UNK      MONUMENTED       WI3810
 OL0262  HISTORY     - 1934     GOOD             CGS
 OL0262  HISTORY     - 19961013 GOOD             USPSQD
 OL0262  HISTORY     - 20031204 MARK NOT FOUND   USPSQD
 OL0262
 OL0262                          STATION DESCRIPTION
 OL0262
 OL0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0262'AT PLYMOUTH.
 OL0262'ALONG MILWAUKEE AVENUE TO CITY WATER TANK, JUST SOUTH OF MULLET
 OL0262'RIVER.  A CORNER STONE SET IN THE NORTHWEST CORNER OF OFFICE
 OL0262'BUILDING, 2 1/2 FEET ABOVE GROUND.
 OL0262
 OL0262                          STATION RECOVERY (1996)
 OL0262
 OL0262'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0262'RECOVERED IN GOOD CONDITION.
 OL0262
 OL0262                          STATION RECOVERY (2003)
 OL0262
 OL0262'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0262'NOT FOUND.  NOTE -- THE WATER TANK HAS BEEN REMOVED.  ADDITIONS ON THE
 OL0262'BUILDING MAY HAVE REMOVED OR COVERED THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0401 ***********************************************************************
 NH0401  DESIGNATION -  CITY DATUM
 NH0401  PID         -  NH0401
 NH0401  STATE/COUNTY-  WI/ROCK
 NH0401  COUNTRY     -  US
 NH0401  USGS QUAD   -  JANESVILLE WEST (2018)
 NH0401
 NH0401                         *CURRENT SURVEY CONTROL
 NH0401  ______________________________________________________________________
 NH0401* NAD 83(1986) POSITION- 42 40 06.     (N) 089 02 35.     (W)   SCALED
 NH0401* NAVD 88 ORTHO HEIGHT -   231.812 (meters)      760.54  (feet) ADJUSTED
 NH0401  ______________________________________________________________________
 NH0401  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 NH0401  DYNAMIC HEIGHT  -        231.745 (meters)      760.32  (feet) COMP
 NH0401  MODELED GRAVITY -    980,325.8   (mgal)                       NAVD 88
 NH0401
 NH0401  VERT ORDER      -  SECOND    CLASS 0
 NH0401
 NH0401.The horizontal coordinates were scaled from a map and have
 NH0401.an estimated accuracy of +/- 6 seconds.
 NH0401
 NH0401.The orthometric height was determined by differential leveling and
 NH0401.adjusted by the NATIONAL GEODETIC SURVEY
 NH0401.in June 1991.
 NH0401
 NH0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0401.GEOID18 height accuracy estimate available here.
 NH0401
 NH0401.Click photographs - Photos may exist for this station.
 NH0401
 NH0401.The dynamic height is computed by dividing the NAVD 88
 NH0401.geopotential number by the normal gravity value computed on the
 NH0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0401.degrees latitude (g = 980.6199 gals.).
 NH0401
 NH0401.The modeled gravity was interpolated from observed gravity values.
 NH0401
 NH0401;                    North         East    Units  Estimated Accuracy
 NH0401;SPC WI S     -    74,700.      678,450.      MT  (+/- 180 meters Scaled)
 NH0401
 NH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN325260(NAD 83)
 NH0401
 NH0401                          SUPERSEDED SURVEY CONTROL
 NH0401
 NH0401  NGVD 29 (??/??/92)  231.882  (m)          760.77   (f) ADJ UNCH    2 0
 NH0401
 NH0401.Superseded values are not recommended for survey control.
 NH0401
 NH0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0401.See file dsdata.pdf to determine how the superseded data were derived.
 NH0401
 NH0401_MARKER: Q = CHISELED SQUARE
 NH0401_SETTING: 0 = UNSPECIFIED SETTING
 NH0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0401
 NH0401  HISTORY     - Date     Condition        Report By
 NH0401  HISTORY     - UNK      MONUMENTED       WI2320
 NH0401  HISTORY     - 1934     GOOD             CGS
 NH0401  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0401
 NH0401                          STATION DESCRIPTION
 NH0401
 NH0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0401'AT JANESVILLE.
 NH0401'AT JANESVILLE SQUARE SCORE ON SOUTHWEST CORNER OF MANHOLE AT
 NH0401'JUNCTION OF SEWERS.  JUST EAST OF CONTROL BUILDING, CITY
 NH0401'DISPOSAL WORKS, JANESVILLE.  CROSS INSIDE OF CHISELED SQUARE.
 NH0401
 NH0401                          STATION RECOVERY (2001)
 NH0401
 NH0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0131 ***********************************************************************
 OL0131  DESIGNATION -  CITY HALL
 OL0131  PID         -  OL0131
 OL0131  STATE/COUNTY-  WI/MILWAUKEE
 OL0131  COUNTRY     -  US
 OL0131  USGS QUAD   -  MILWAUKEE (2018)
 OL0131
 OL0131                         *CURRENT SURVEY CONTROL
 OL0131  ______________________________________________________________________
 OL0131* NAD 83(1986) POSITION- 43 02 29.0    (N) 087 54 34.8    (W)   HD_HELD2
 OL0131* NAVD 88 ORTHO HEIGHT -   181.098 (meters)      594.15  (feet) ADJUSTED
 OL0131  ______________________________________________________________________
 OL0131  GEOID HEIGHT    -        -35.138 (meters)                     GEOID18
 OL0131  DYNAMIC HEIGHT  -        181.050 (meters)      593.99  (feet) COMP
 OL0131  MODELED GRAVITY -    980,351.8   (mgal)                       NAVD 88
 OL0131
 OL0131  VERT ORDER      -  FIRST     CLASS 0
 OL0131
 OL0131.The horizontal coordinates were established by autonomous hand held GPS
 OL0131.observations and have an estimated accuracy of +/- 10 meters.
 OL0131
 OL0131.The orthometric height was determined by differential leveling and
 OL0131.adjusted by the NATIONAL GEODETIC SURVEY
 OL0131.in June 1991.
 OL0131
 OL0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0131.GEOID18 height accuracy estimate available here.
 OL0131
 OL0131.Click photographs - Photos may exist for this station.
 OL0131
 OL0131.The dynamic height is computed by dividing the NAVD 88
 OL0131.geopotential number by the normal gravity value computed on the
 OL0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0131.degrees latitude (g = 980.6199 gals.).
 OL0131
 OL0131.The modeled gravity was interpolated from observed gravity values.
 OL0131
 OL0131;                    North         East    Units  Estimated Accuracy
 OL0131;SPC WI S     -   117,823.      770,307.      MT  (+/- 10 meters HH2 GPS)
 OL0131
 OL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2590465812(NAD 83)
 OL0131
 OL0131                          SUPERSEDED SURVEY CONTROL
 OL0131
 OL0131  NGVD 29 (??/??/92)  181.200  (m)          594.49   (f) ADJ UNCH    1 2
 OL0131
 OL0131.Superseded values are not recommended for survey control.
 OL0131
 OL0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0131.See file dsdata.pdf to determine how the superseded data were derived.
 OL0131
 OL0131_MARKER: B = BOLT
 OL0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0131_SP_SET: GRANITE COLUMN
 OL0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0131+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 OL0131
 OL0131  HISTORY     - Date     Condition        Report By
 OL0131  HISTORY     - UNK      MONUMENTED       USLS
 OL0131  HISTORY     - 1972     GOOD             NGS
 OL0131  HISTORY     - 1982     GOOD
 OL0131  HISTORY     - 1988     GOOD             USPSQD
 OL0131  HISTORY     - 20050305 GOOD             GEOCAC
 OL0131
 OL0131                          STATION DESCRIPTION
 OL0131
 OL0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0131'AT MILWAUKEE.
 OL0131'AT MILWAUKEE, AT THE CITY HALL, BETWEEN NORTH MARKET STREET AND
 OL0131'NORTH WATER STREET, ON THE NORTH SIDE OF WELLS STREET, 8.9 FEET
 OL0131'EAST OF THE SOUTH ENTRANCE (THE INNER ONE OF TWO ENTRANCES),
 OL0131'0.3 FOOT EAST OF THE SOUTHEAST CORNER OF GRANITE FOUNDATION
 OL0131'SUPPORTING THE FIRT ROUND GRANITE COLUMN EAST OF THE ENTRANCE,
 OL0131'SET IN THE TOP OF A GRANITE BLOCK, 0.7 FOOT BELOW LEVEL OF
 OL0131'CONCRETE FLOOR, ACCESS TO MARK THRU A 6 INCH CAST IRON PIPE WITH
 OL0131'IRON CAP WITH LETTERS WATER ON TOP.  SEC 29, T 7 N, R 22 E.
 OL0131
 OL0131                          STATION RECOVERY (1982)
 OL0131
 OL0131'RECOVERED 1982
 OL0131'RECOVERED IN GOOD CONDITION.
 OL0131
 OL0131                          STATION RECOVERY (1988)
 OL0131
 OL0131'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0131'RECOVERED IN GOOD CONDITION.
 OL0131
 OL0131                          STATION RECOVERY (2005)
 OL0131
 OL0131'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0131'CAST IRON PIPE WITH COVER WERE FOUND AS DESCRIBED. LID WAS NOT REMOVED
 OL0131'TO VERIFY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0189 ***********************************************************************
 QM0189  DESIGNATION -  CITY OF RHINELANDER
 QM0189  PID         -  QM0189
 QM0189  STATE/COUNTY-  WI/ONEIDA
 QM0189  COUNTRY     -  US
 QM0189  USGS QUAD   -  RHINELANDER (2018)
 QM0189
 QM0189                         *CURRENT SURVEY CONTROL
 QM0189  ______________________________________________________________________
 QM0189* NAD 83(1986) POSITION- 45 38 16.     (N) 089 24 49.     (W)   SCALED
 QM0189* NAVD 88 ORTHO HEIGHT -   472.451 (meters)     1550.03  (feet) ADJUSTED
 QM0189  ______________________________________________________________________
 QM0189  GEOID HEIGHT    -        -32.049 (meters)                     GEOID18
 QM0189  DYNAMIC HEIGHT  -        472.428 (meters)     1549.96  (feet) COMP
 QM0189  MODELED GRAVITY -    980,551.9   (mgal)                       NAVD 88
 QM0189
 QM0189  VERT ORDER      -  FIRST     CLASS II
 QM0189
 QM0189.The horizontal coordinates were scaled from a map and have
 QM0189.an estimated accuracy of +/- 6 seconds.
 QM0189
 QM0189.The orthometric height was determined by differential leveling and
 QM0189.adjusted by the NATIONAL GEODETIC SURVEY
 QM0189.in June 1991.
 QM0189
 QM0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0189.GEOID18 height accuracy estimate available here.
 QM0189
 QM0189.Click photographs - Photos may exist for this station.
 QM0189
 QM0189.The dynamic height is computed by dividing the NAVD 88
 QM0189.geopotential number by the normal gravity value computed on the
 QM0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0189.degrees latitude (g = 980.6199 gals.).
 QM0189
 QM0189.The modeled gravity was interpolated from observed gravity values.
 QM0189
 QM0189;                    North         East    Units  Estimated Accuracy
 QM0189;SPC WI N     -    52,530.      645,720.      MT  (+/- 180 meters Scaled)
 QM0189
 QM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR118566(NAD 83)
 QM0189
 QM0189                          SUPERSEDED SURVEY CONTROL
 QM0189
 QM0189  NGVD 29 (??/??/92)  472.442  (m)         1550.00   (f) ADJ UNCH    1 2
 QM0189
 QM0189.Superseded values are not recommended for survey control.
 QM0189
 QM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0189.See file dsdata.pdf to determine how the superseded data were derived.
 QM0189
 QM0189_MARKER: Z = SEE DESCRIPTION
 QM0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0189_SP_SET: MANHOLE COVER
 QM0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0189
 QM0189  HISTORY     - Date     Condition        Report By
 QM0189  HISTORY     - UNK      MONUMENTED       WI4060
 QM0189  HISTORY     - 1922     GOOD             CGS
 QM0189  HISTORY     - 1934     GOOD             CGS
 QM0189  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0189
 QM0189                          STATION DESCRIPTION
 QM0189
 QM0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 QM0189'IN RHINELANDER.
 QM0189'THE TOP OF THE MANHOLE COVER AT THE INTERSCTION OF BROWN AND
 QM0189'DAVENPORT STS. IN RHINELANDER, WISC.
 QM0189
 QM0189                          STATION RECOVERY (1934)
 QM0189
 QM0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0189'RECOVERED IN GOOD CONDITION.
 QM0189
 QM0189                          STATION RECOVERY (1985)
 QM0189
 QM0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0208 ***********************************************************************
 OL0208  DESIGNATION -  CITY OF SHEBOYGAN
 OL0208  PID         -  OL0208
 OL0208  STATE/COUNTY-  WI/SHEBOYGAN
 OL0208  COUNTRY     -  US
 OL0208  USGS QUAD   -  SHEBOYGAN NORTH (2018)
 OL0208
 OL0208                         *CURRENT SURVEY CONTROL
 OL0208  ______________________________________________________________________
 OL0208* NAD 83(1986) POSITION- 43 45 03.81   (N) 087 42 51.05   (W)   HD_HELD1
 OL0208* NAVD 88 ORTHO HEIGHT -   193.076 (meters)      633.45  (feet) ADJUSTED
 OL0208  ______________________________________________________________________
 OL0208  GEOID HEIGHT    -        -35.833 (meters)                     GEOID18
 OL0208  DYNAMIC HEIGHT  -        193.041 (meters)      633.34  (feet) COMP
 OL0208  MODELED GRAVITY -    980,432.3   (mgal)                       NAVD 88
 OL0208
 OL0208  VERT ORDER      -  FIRST     CLASS 0
 OL0208
 OL0208.The horizontal coordinates were determined by differentially corrected
 OL0208.hand held GPS observations or other comparable positioning techniques
 OL0208.and have an estimated accuracy of +/- 3 meters.
 OL0208
 OL0208.The orthometric height was determined by differential leveling and
 OL0208.adjusted by the NATIONAL GEODETIC SURVEY
 OL0208.in June 1991.
 OL0208
 OL0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0208.GEOID18 height accuracy estimate available here.
 OL0208
 OL0208.Click photographs - Photos may exist for this station.
 OL0208
 OL0208.The dynamic height is computed by dividing the NAVD 88
 OL0208.geopotential number by the normal gravity value computed on the
 OL0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0208.degrees latitude (g = 980.6199 gals.).
 OL0208
 OL0208.The modeled gravity was interpolated from observed gravity values.
 OL0208
 OL0208;                    North         East    Units  Estimated Accuracy
 OL0208;SPC WI S     -   197,051.1     784,069.7     MT  (+/- 3 meters HH1 GPS) 
 OL0208
 OL0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4250244471(NAD 83)
 OL0208
 OL0208                          SUPERSEDED SURVEY CONTROL
 OL0208
 OL0208  NGVD 29 (??/??/92)  193.104  (m)          633.54   (f) ADJ UNCH    2 0
 OL0208
 OL0208.Superseded values are not recommended for survey control.
 OL0208
 OL0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0208.See file dsdata.pdf to determine how the superseded data were derived.
 OL0208
 OL0208_MARKER: DB = BENCH MARK DISK
 OL0208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OL0208_SP_SET: BALUSTRADE
 OL0208_STAMPING: 52.558
 OL0208_MARK LOGO: WI4330
 OL0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0208+STABILITY: SURFACE MOTION
 OL0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0208+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 OL0208
 OL0208  HISTORY     - Date     Condition        Report By
 OL0208  HISTORY     - UNK      MONUMENTED       WI4330
 OL0208  HISTORY     - 1972     GOOD             NGS
 OL0208  HISTORY     - 1974     GOOD             NOS
 OL0208  HISTORY     - 20021119 GOOD             USPSQD
 OL0208  HISTORY     - 20051030 GOOD             USPSQD
 OL0208  HISTORY     - 20060423 GOOD             USPSQD
 OL0208
 OL0208                          STATION DESCRIPTION
 OL0208
 OL0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0208'AT SHEBOYGAN.
 OL0208'AT SHEBOYGAN, AT THE CITY HALL, NEAR THE SOUTH ENTRANCE, 118
 OL0208'FEET EAST OF THE CENTER LINE OF NORTH 9 TH STREET, 51 FEET
 OL0208'NORTH OF THE CENTER LINE OF CENTER AVENUE, SET IN THE TOP OF
 OL0208'THE NORTHWEST CORNER OF THE WEST STONE BALUSTRADE, 0.3 FOOT
 OL0208'SOUTH OF THE SOUTH BRICK WALL OF THE BUILDING, 9 FEET WEST
 OL0208'OF THE CENTER OF THE SOUTH ENTRANCE TO BUILDING AND 4 FEET ABOVE
 OL0208'THE STREET LEVEL.  SEC 23, T 15N, R 23E.
 OL0208
 OL0208                          STATION RECOVERY (1974)
 OL0208
 OL0208'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 OL0208'RECOVERED IN GOOD CONDITION.
 OL0208
 OL0208                          STATION RECOVERY (2002)
 OL0208
 OL0208'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0208'RECOVERED IN GOOD CONDITION.
 OL0208
 OL0208                          STATION RECOVERY (2005)
 OL0208
 OL0208'RECOVERY NOTE BY US POWER SQUADRON 2005 (KB)
 OL0208'RECOVERED IN GOOD CONDITION.
 OL0208
 OL0208                          STATION RECOVERY (2006)
 OL0208
 OL0208'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5285 ***********************************************************************
 DK5285  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5285  DESIGNATION -  CITY POINT E GPS
 DK5285  PID         -  DK5285
 DK5285  STATE/COUNTY-  WI/JACKSON
 DK5285  COUNTRY     -  US
 DK5285  USGS QUAD   -  CITY POINT NE (2018)
 DK5285
 DK5285                         *CURRENT SURVEY CONTROL
 DK5285  ______________________________________________________________________
 DK5285* NAD 83(2011) POSITION- 44 25 25.63266(N) 090 20 09.45572(W)   ADJUSTED
 DK5285* NAD 83(2011) ELLIP HT-   271.305 (meters)        (06/27/12)   ADJUSTED
 DK5285* NAD 83(2011) EPOCH   -  2010.00
 DK5285* NAVD 88 ORTHO HEIGHT -   305.30  (meters)     1001.6   (feet) GPS OBS
 DK5285  ______________________________________________________________________
 DK5285  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5285  GEOID HEIGHT    -        -33.993 (meters)                     GEOID12A
 DK5285  GEOID HEIGHT    -        -33.982 (meters)                     GEOID18
 DK5285  NAD 83(2011) X  -    -26,754.511 (meters)                     COMP
 DK5285  NAD 83(2011) Y  - -4,562,755.476 (meters)                     COMP
 DK5285  NAD 83(2011) Z  -  4,442,033.698 (meters)                     COMP
 DK5285  LAPLACE CORR    -         -6.75  (seconds)                    DEFLEC18
 DK5285
 DK5285  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5285  Standards:
 DK5285         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5285            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5285  -------------------------------------------------------------------
 DK5285  NETWORK    0.37   0.31           0.17   0.12   0.16      0.07997818
 DK5285  -------------------------------------------------------------------
 DK5285  Click here for local accuracies and other accuracy information.
 DK5285
 DK5285.The horizontal coordinates were established by GPS observations
 DK5285.and adjusted by the National Geodetic Survey in June 2012.
 DK5285
 DK5285.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5285.been affixed to the stable North American tectonic plate. See 
 DK5285.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5285
 DK5285.The horizontal coordinates are valid at the epoch date displayed above
 DK5285.which is a decimal equivalence of Year/Month/Day.
 DK5285
 DK5285.The orthometric height was determined by GPS observations and a
 DK5285.high-resolution geoid model using precise GPS observation and
 DK5285.processing techniques.
 DK5285
 DK5285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5285.GEOID18 height accuracy estimate available here.
 DK5285
 DK5285.Click photographs - Photos may exist for this station.
 DK5285
 DK5285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5285
 DK5285.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5285
 DK5285.The ellipsoidal height was determined by GPS observations
 DK5285.and is referenced to NAD 83.
 DK5285
 DK5285. The following values were computed from the NAD 83(2011) position.
 DK5285
 DK5285;                    North         East     Units Scale Factor Converg.
 DK5285;SPC WI C     -    65,665.375   573,247.306   MT  0.99997168   -0 14 13.4
 DK5285;SPC WI C     -   215,437.15  1,880,728.87   sFT  0.99997168   -0 14 13.4
 DK5285;UTM  15      - 4,922,395.773   712,062.540   MT  1.00015308   +1 51 55.5
 DK5285
 DK5285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5285!SPC WI C     -   0.99995746  x   0.99997168  =   0.99992914
 DK5285!UTM  15      -   0.99995746  x   1.00015308  =   1.00011054
 DK5285
 DK5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1206222395(NAD 83)
 DK5285
 DK5285                          SUPERSEDED SURVEY CONTROL
 DK5285
 DK5285  NAD 83(2007)-  44 25 25.63275(N)    090 20 09.45647(W) AD(2002.00) 1
 DK5285  ELLIP H (07/29/08)  271.333  (m)                       GP(2002.00) 3 1
 DK5285  NAVD 88 (07/29/08)  305.28   (m)  GEOID03  model used  GPS OBS        
 DK5285
 DK5285.Superseded values are not recommended for survey control.
 DK5285
 DK5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5285.See file dsdata.pdf to determine how the superseded data were derived.
 DK5285
 DK5285_MARKER: DD = SURVEY DISK
 DK5285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5285_STAMPING: CITY POINT E GPS 2005
 DK5285_MARK LOGO: WIDT
 DK5285_PROJECTION: FLUSH
 DK5285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5285+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2011
 DK5285
 DK5285  HISTORY     - Date     Condition        Report By
 DK5285  HISTORY     - 2004     MONUMENTED       WIDT
 DK5285  HISTORY     - 20060913 GOOD             WIDT
 DK5285  HISTORY     - 20110817 GOOD             WIDT
 DK5285
 DK5285                          STATION DESCRIPTION
 DK5285
 DK5285'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5285'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DK5285'HIGHWAY ZZ TO THE NORTH AND CRANBERRY ROAD TO THE SOUTH IN THE
 DK5285'COMMUNITY OF CITY POINT, GO NORTH ON COUNTY HIGHWAY ZZ FOR 5.2 MI TO
 DK5285'HAY CREEK ROAD ON THE RIGHT, (COUNTY HIGHWAY ZZ IS KNOWN AS COUNTY
 DK5285'HIGHWAY Z IN JACKSON COUNTY) CONTINUE NORTH ON COUNTY HIGHWAY Z FOR
 DK5285'0.8 MI TO THE STATION ON THE RIGHT, JUST SOUTH OF THE CLARK COUNTY /
 DK5285'JACKSON COUNTY LINE.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DK5285'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DK5285'A 40-CM DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DK5285'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DK5285'10.1 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY Z, 45.2 M SOUTH OF A
 DK5285'WOOD POST FOR A --CLARK COUNTY / COUNTY HIGHWAY Z-- SIGN, 37.2 M
 DK5285'SOUTH-SOUTHEAST OF A POWER POLE, AND 1.0 M NORTH AND SOUTH OF AN
 DK5285'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5285'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE
 DK5285'HORIZON.
 DK5285
 DK5285                          STATION RECOVERY (2011)
 DK5285
 DK5285'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0772 ***********************************************************************
 PO0772  CBN         -  This is a Cooperative Base Network Control Station.
 PO0772  DESIGNATION -  CITY POINT GPS
 PO0772  PID         -  PO0772
 PO0772  STATE/COUNTY-  WI/JACKSON
 PO0772  COUNTRY     -  US
 PO0772  USGS QUAD   -  CITY POINT (2018)
 PO0772
 PO0772                         *CURRENT SURVEY CONTROL
 PO0772  ______________________________________________________________________
 PO0772* NAD 83(2011) POSITION- 44 20 58.73279(N) 090 20 08.17543(W)   ADJUSTED
 PO0772* NAD 83(2011) ELLIP HT-   262.284 (meters)        (06/27/12)   ADJUSTED
 PO0772* NAD 83(2011) EPOCH   -  2010.00
 PO0772* NAVD 88 ORTHO HEIGHT -   296.462 (meters)      972.64  (feet) ADJUSTED
 PO0772  ______________________________________________________________________
 PO0772  GEOID HEIGHT    -        -34.180 (meters)                     GEOID18
 PO0772  NAD 83(2011) X  -    -26,759.907 (meters)                     COMP
 PO0772  NAD 83(2011) Y  - -4,568,512.005 (meters)                     COMP
 PO0772  NAD 83(2011) Z  -  4,436,139.770 (meters)                     COMP
 PO0772  LAPLACE CORR    -         -6.21  (seconds)                    DEFLEC18
 PO0772  DYNAMIC HEIGHT  -        296.410 (meters)      972.47  (feet) COMP
 PO0772  MODELED GRAVITY -    980,436.1   (mgal)                       NAVD 88
 PO0772
 PO0772  VERT ORDER      -  SECOND    CLASS I
 PO0772
 PO0772  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PO0772  Standards:
 PO0772         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PO0772            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PO0772  -------------------------------------------------------------------
 PO0772  NETWORK    0.21   0.27           0.10   0.07   0.14      0.09024951
 PO0772  -------------------------------------------------------------------
 PO0772  Click here for local accuracies and other accuracy information.
 PO0772
 PO0772.The horizontal coordinates were established by GPS observations
 PO0772.and adjusted by the National Geodetic Survey in June 2012.
 PO0772
 PO0772.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PO0772.been affixed to the stable North American tectonic plate. See 
 PO0772.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PO0772
 PO0772.The horizontal coordinates are valid at the epoch date displayed above
 PO0772.which is a decimal equivalence of Year/Month/Day.
 PO0772
 PO0772.The orthometric height was determined by differential leveling and
 PO0772.adjusted by the WI DEPT OF TRANSP
 PO0772.in May 2012.
 PO0772
 PO0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0772.GEOID18 height accuracy estimate available here.
 PO0772
 PO0772.Click photographs - Photos may exist for this station.
 PO0772
 PO0772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0772
 PO0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0772
 PO0772.The ellipsoidal height was determined by GPS observations
 PO0772.and is referenced to NAD 83.
 PO0772
 PO0772.The dynamic height is computed by dividing the NAVD 88
 PO0772.geopotential number by the normal gravity value computed on the
 PO0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0772.degrees latitude (g = 980.6199 gals.).
 PO0772
 PO0772.The modeled gravity was interpolated from observed gravity values.
 PO0772
 PO0772. The following values were computed from the NAD 83(2011) position.
 PO0772
 PO0772;                    North         East     Units Scale Factor Converg.
 PO0772;SPC WI C     -    57,427.223   573,241.579   MT  0.99998265   -0 14 12.5
 PO0772;SPC WI C     -   188,409.15  1,880,710.08   sFT  0.99998265   -0 14 12.5
 PO0772;UTM  15      - 4,914,161.495   712,358.921   MT  1.00015463   +1 51 47.5
 PO0772
 PO0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0772!SPC WI C     -   0.99995888  x   0.99998265  =   0.99994153
 PO0772!UTM  15      -   0.99995888  x   1.00015463  =   1.00011350
 PO0772
 PO0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1235814161(NAD 83)
 PO0772
 PO0772                          SUPERSEDED SURVEY CONTROL
 PO0772
 PO0772  NAD 83(2007)-  44 20 58.73286(N)    090 20 08.17617(W) AD(2002.00) 0
 PO0772  ELLIP H (02/10/07)  262.322  (m)                       GP(2002.00)    
 PO0772  NAD 83(1997)-  44 20 58.73311(N)    090 20 08.17654(W) AD(       ) A
 PO0772  ELLIP H (04/28/99)  262.305  (m)                       GP(       ) 3 1
 PO0772  NAD 83(1991)-  44 20 58.73214(N)    090 20 08.17578(W) AD(       ) B
 PO0772  ELLIP H (06/11/91)  262.360  (m)                       GP(       ) 4 1
 PO0772  NAVD 88             296.45   (m)          972.6    (f) LEVELING    3  
 PO0772  NAVD 88 (07/08/08)  296.448  (m)          972.60   (f) SUPERSEDED  2 1
 PO0772  NAVD 88 (07/26/07)  296.5    (m)  GEOID03  model used  GPS OBS        
 PO0772  NAVD 88 (04/28/99)  296.5    (m)  UNKNOWN  model used  GPS OBS        
 PO0772  NGVD 29 (06/11/91)  296.4    (m)  UNKNOWN  model used  GPS OBS        
 PO0772
 PO0772.Superseded values are not recommended for survey control.
 PO0772
 PO0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0772.See file dsdata.pdf to determine how the superseded data were derived.
 PO0772
 PO0772_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0772_STAMPING: CITY POINT GPS 1989
 PO0772_MARK LOGO: NGS
 PO0772_PROJECTION: FLUSH
 PO0772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0772+STABILITY: SURFACE MOTION
 PO0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0772+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2022
 PO0772
 PO0772  HISTORY     - Date     Condition        Report By
 PO0772  HISTORY     - 1989     MONUMENTED       WIHD
 PO0772  HISTORY     - 19900725 GOOD
 PO0772  HISTORY     - 19971113 GOOD             WIHD
 PO0772  HISTORY     - 20040708 GOOD             WIDT
 PO0772  HISTORY     - 20040816 GOOD             WIDT
 PO0772  HISTORY     - 20060926 GOOD             WIDT
 PO0772  HISTORY     - 20110823 GOOD             WIDT
 PO0772  HISTORY     - 20220106 GOOD             WI-053
 PO0772
 PO0772                          STATION DESCRIPTION
 PO0772
 PO0772'DESCRIBED BY WI HIGHWAY DEPT 1989
 PO0772'THE STATION IS LOCATED ABOUT 1.61 KM (1.00 MI) WEST OF CITY POINT,
 PO0772'19.38 KM (12.05 MI) EAST OF DEXTERVILLE, 8.07 KM (5.00 MI) NORTHEAST
 PO0772'OF PITTSVILLE.  OWNERSHIP--STATE HIGHWAY R.O.W.
 PO0772'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 54 AND COUNTY ROAD ZZ IN
 PO0772'CITY POINT, GO WEST FOR 1.6.5 KM (1.00 MI) ON STATE HIGHWAY 54 TO THE
 PO0772'STATION ON THE RIGHT.
 PO0772'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--CITY
 PO0772'POINT GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE
 PO0772'MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 14.32 M (47.0 FT) NORTH
 PO0772'FROM THE CENTER-LINE OF STATE HIGHWAY 54, 18.28 M (60.0 FT) SOUTH FROM
 PO0772'THE SOUTH RAIL OF THE RAILROAD TRACKS, 0.91 M (3.0 FT) SOUTH FROM A
 PO0772'CARSONITE WITNESS POST, 41.34 M (135.6 FT) EAST FROM A POWER POLE.
 PO0772
 PO0772                          STATION RECOVERY (1990)
 PO0772
 PO0772'RECOVERED 1990
 PO0772'RECOVERED IN GOOD CONDITION.
 PO0772
 PO0772                          STATION RECOVERY (1997)
 PO0772
 PO0772'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 PO0772'THE STATION IS LOCATED ABOUT 40.26 KM (25.00 MI) EAST OF BLACK RIVER
 PO0772'FALLS, ALSO ABOUT 40.26 KM (25.00 MI) WEST OF WISCONSIN RAPIDS, AND
 PO0772'1.61 KM (1.00 MI) WEST OF CITY POINT.  THE STATION IS ON A GRASSY BANK
 PO0772'NORTH OF STATE HIGHWAY 54 AND SOUTH OF THE FOX VALLEY AND WESTERN LTD
 PO0772'RAILROAD TRACK.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.
 PO0772'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 54 AND COUNTY HIGHWAY
 PO0772'ZZ (CRANBERRY ROAD) AT THE WOOD COUNTY/JACKSON COUNTY LINE IN CITY
 PO0772'POINT, GO WEST AND WEST-SOUTHWEST 1.61 KM (1.00 MI) ON HIGHWAY 54 TO
 PO0772'THE STATION ON THE RIGHT.  TO DRIVE TO THE STATION, CONTINUE WEST
 PO0772'ABOUT 50 M (164.0 FT) ON HIGHWAY 54 TO PANTER ROAD ON THE RIGHT, TURN
 PO0772'RIGHT AND GO NORTH ABOUT 25 M (82.0 FT) TO A POINT OF EASY AND LEVEL
 PO0772'ACCESS ALONG THE SOUTH SIDE OF THE RAILROAD TRACK TO THE STATION, TURN
 PO0772'RIGHT AND GO EAST ABOUT 50 M (164.0 FT) TO THE STATION.  THE STATION
 PO0772'IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF A 40-CM
 PO0772'(16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH WITH THE GROUND
 PO0772'AND ABOUT 1.5 M (4.9 FT) ABOVE THE SURFACE OF THE HIGHWAY PAVEMENT.
 PO0772'THE STATION IS 14.3 M (46.9 FT) SLOPE DISTANCE NORTH OF THE CENTERLINE
 PO0772'OF THE HIGHWAY, 54.4 M (178.5 FT) EAST OF THE CENTERLINE OF PANTER
 PO0772'ROAD, 18.5 M (60.7 FT) SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK,
 PO0772'41.7 M (136.8 FT) EAST OF A POWER POLE, 0.80 M (2.62 FT) SOUTH OF AN
 PO0772'ORANGE FIBERGLASS WITNESS POST, AND 0.94 M (3.08 FT) EAST OF A WHITE
 PO0772'PLASTIC WITNESS POST.  NOTE--SUMAC GROWING EAST OF THE STATION WILL
 PO0772'REQUIRE PERIODIC TRIMMING.
 PO0772
 PO0772                          STATION RECOVERY (2004)
 PO0772
 PO0772'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0772'--NOTE--ADD THE STATION IS 1 M NORTH, SOUTHEAST, SOUTHWEST OF THREE
 PO0772'4X4 ORANGE PLASTIC  WITNESS POSTS.
 PO0772
 PO0772                          STATION RECOVERY (2004)
 PO0772
 PO0772'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 PO0772'RECOVERED AS DESCRIBED.
 PO0772
 PO0772                          STATION RECOVERY (2006)
 PO0772
 PO0772'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0772'RECOVERED IN GOOD CONDITION.
 PO0772
 PO0772                          STATION RECOVERY (2011)
 PO0772
 PO0772'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 PO0772'RECOVERED IN GOOD CONDITION.
 PO0772
 PO0772                          STATION RECOVERY (2022)
 PO0772
 PO0772'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2022 (CB)
 PO0772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0789 ***********************************************************************
 PO0789  DESIGNATION -  CITY POINT GPS AZ MK
 PO0789  PID         -  PO0789
 PO0789  STATE/COUNTY-  WI/JACKSON
 PO0789  COUNTRY     -  US
 PO0789  USGS QUAD   -  CITY POINT (2018)
 PO0789
 PO0789                         *CURRENT SURVEY CONTROL
 PO0789  ______________________________________________________________________
 PO0789* NAD 83(1986) POSITION- 44 20 39.95   (N) 090 21 41.88   (W)   HD_HELD1
 PO0789* NAVD 88 ORTHO HEIGHT -   295.318 (meters)      968.89  (feet) ADJUSTED
 PO0789  ______________________________________________________________________
 PO0789  GEOID HEIGHT    -        -34.128 (meters)                     GEOID18
 PO0789  DYNAMIC HEIGHT  -        295.267 (meters)      968.72  (feet) COMP
 PO0789  MODELED GRAVITY -    980,436.3   (mgal)                       NAVD 88
 PO0789
 PO0789  VERT ORDER      -  SECOND    CLASS I
 PO0789
 PO0789.The horizontal coordinates were determined by differentially corrected
 PO0789.hand held GPS observations or other comparable positioning techniques
 PO0789.and have an estimated accuracy of +/- 3 meters.
 PO0789
 PO0789.The orthometric height was determined by differential leveling and
 PO0789.adjusted by the WI DEPT OF TRANSP
 PO0789.in May 2012.
 PO0789
 PO0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0789.GEOID18 height accuracy estimate available here.
 PO0789
 PO0789.Click photographs - Photos may exist for this station.
 PO0789
 PO0789.The dynamic height is computed by dividing the NAVD 88
 PO0789.geopotential number by the normal gravity value computed on the
 PO0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0789.degrees latitude (g = 980.6199 gals.).
 PO0789
 PO0789.The modeled gravity was interpolated from observed gravity values.
 PO0789
 PO0789;                    North         East    Units  Estimated Accuracy
 PO0789;SPC WI C     -    56,856.4     571,163.7     MT  (+/- 3 meters HH1 GPS) 
 PO0789
 PO0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1030213514(NAD 83)
 PO0789
 PO0789                          SUPERSEDED SURVEY CONTROL
 PO0789
 PO0789  NAVD 88 (07/08/08)  295.304  (m)          968.84   (f) SUPERSEDED  2 1
 PO0789
 PO0789.Superseded values are not recommended for survey control.
 PO0789
 PO0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0789.See file dsdata.pdf to determine how the superseded data were derived.
 PO0789
 PO0789_MARKER: DZ = AZIMUTH MARK DISK
 PO0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0789_STAMPING: CITY POINT GPS 1989
 PO0789_MARK LOGO: NGS
 PO0789_PROJECTION: FLUSH
 PO0789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0789+STABILITY: SURFACE MOTION
 PO0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0789+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2022
 PO0789
 PO0789  HISTORY     - Date     Condition        Report By
 PO0789  HISTORY     - 1989     MONUMENTED       WIHD
 PO0789  HISTORY     - 20060913 GOOD             WIDT
 PO0789  HISTORY     - 20110822 GOOD             WIDT
 PO0789  HISTORY     - 20220216 GOOD             WI-053
 PO0789
 PO0789                          STATION DESCRIPTION
 PO0789
 PO0789'DESCRIBED BY WI HIGHWAY DEPT 1989
 PO0789'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) WEST OF CITY POINT, 19.38
 PO0789'KM (12.04 MI) EAST OF DEXTERVILLE AND 8.07 KM (5.01 MI) NORTHEAST OF
 PO0789'PITTSVILLE.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION, P.O.
 PO0789'BOX 7916, MADISON, WI 53707, PHONE 608-267-2462.
 PO0789'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 AND COUNTY
 PO0789'ROAD ZZ IN CITY POINT, GO WEST FOR 2.4 KM (1.5 MI) ON STATE HIGHWAY
 PO0789'54 TO THE STATION ON THE LEFT.
 PO0789'THE STATION IS LOCATED 14.17 M (46.49 FT) SOUTH OF THE CENTERLINE OF
 PO0789'STATE HIGHWAY 54, 7.3 M (24.0 FT) WEST OF THE CENTER OF A COUNTY ROAD
 PO0789'AND 0.91 M (2.99 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 PO0789
 PO0789                          STATION RECOVERY (2006)
 PO0789
 PO0789'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0789'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 PO0789'HIGHWAY ZZ TO THE NORTH AND CRANBERRY ROAD TO THE SOUTH IN THE
 PO0789'COMMUNITY OF CITY POINT, GO WEST ON STATE HIGHWAY 54 FOR 2.15 MI (3.5
 PO0789'KM) TO BARTELL ROAD AND THE STATION ON THE LEFT.  THE STATION IS A
 PO0789'BRONZE NATIONAL GEODETIC SURVEY AZIMUTH MARKER DISK SET IN THE TOP OF
 PO0789'A 40-CM (16 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 PO0789'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 PO0789'14.6 M (47.9 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 54, 14.1 M
 PO0789'(46.3 FT) WEST OF A WOOD POST FOR A --STOP-- SIGN, 8 M (26.2 FT) WEST
 PO0789'OF THE CENTER OF BARTELL ROAD, 0.9 M (3.0 FT) NORTH OF AN ORANGE
 PO0789'PLASTIC WITNESS POST, AND 0.9 M (3.0 FT) NORTH OF A WHITE PLASTIC
 PO0789'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 PO0789'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 PO0789
 PO0789                          STATION RECOVERY (2011)
 PO0789
 PO0789'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 PO0789'RECOVERED IN GOOD CONDITION.
 PO0789
 PO0789                          STATION RECOVERY (2022)
 PO0789
 PO0789'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2022 (CB)
 PO0789'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5284 ***********************************************************************
 DK5284  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5284  DESIGNATION -  CITY POINT N GPS
 DK5284  PID         -  DK5284
 DK5284  STATE/COUNTY-  WI/JACKSON
 DK5284  COUNTRY     -  US
 DK5284  USGS QUAD   -  CITY POINT NW (2018)
 DK5284
 DK5284                         *CURRENT SURVEY CONTROL
 DK5284  ______________________________________________________________________
 DK5284* NAD 83(2011) POSITION- 44 24 31.86279(N) 090 24 14.60496(W)   ADJUSTED
 DK5284* NAD 83(2011) ELLIP HT-   282.301 (meters)        (06/27/12)   ADJUSTED
 DK5284* NAD 83(2011) EPOCH   -  2010.00
 DK5284* NAVD 88 ORTHO HEIGHT -   316.18  (meters)     1037.3   (feet) GPS OBS
 DK5284  ______________________________________________________________________
 DK5284  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5284  GEOID HEIGHT    -        -33.877 (meters)                     GEOID12A
 DK5284  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 DK5284  NAD 83(2011) X  -    -32,185.650 (meters)                     COMP
 DK5284  NAD 83(2011) Y  - -4,563,889.901 (meters)                     COMP
 DK5284  NAD 83(2011) Z  -  4,440,855.861 (meters)                     COMP
 DK5284  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC18
 DK5284
 DK5284  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5284  Standards:
 DK5284         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5284            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5284  -------------------------------------------------------------------
 DK5284  NETWORK    0.48   0.39           0.22   0.16   0.20      0.09984493
 DK5284  -------------------------------------------------------------------
 DK5284  Click here for local accuracies and other accuracy information.
 DK5284
 DK5284.The horizontal coordinates were established by GPS observations
 DK5284.and adjusted by the National Geodetic Survey in June 2012.
 DK5284
 DK5284.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5284.been affixed to the stable North American tectonic plate. See 
 DK5284.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5284
 DK5284.The horizontal coordinates are valid at the epoch date displayed above
 DK5284.which is a decimal equivalence of Year/Month/Day.
 DK5284
 DK5284.The orthometric height was determined by GPS observations and a
 DK5284.high-resolution geoid model using precise GPS observation and
 DK5284.processing techniques.
 DK5284
 DK5284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5284.GEOID18 height accuracy estimate available here.
 DK5284
 DK5284.Click photographs - Photos may exist for this station.
 DK5284
 DK5284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5284
 DK5284.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5284
 DK5284.The ellipsoidal height was determined by GPS observations
 DK5284.and is referenced to NAD 83.
 DK5284
 DK5284. The following values were computed from the NAD 83(2011) position.
 DK5284
 DK5284;                    North         East     Units Scale Factor Converg.
 DK5284;SPC WI C     -    64,030.447   567,816.482   MT  0.99997376   -0 17 06.3
 DK5284;SPC WI C     -   210,073.22  1,862,911.24   sFT  0.99997376   -0 17 06.3
 DK5284;UTM  15      - 4,920,562.409   706,694.456   MT  1.00012543   +1 49 02.0
 DK5284
 DK5284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5284!SPC WI C     -   0.99995574  x   0.99997376  =   0.99992950
 DK5284!UTM  15      -   0.99995574  x   1.00012543  =   1.00008116
 DK5284
 DK5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0669420562(NAD 83)
 DK5284
 DK5284                          SUPERSEDED SURVEY CONTROL
 DK5284
 DK5284  NAD 83(2007)-  44 24 31.86310(N)    090 24 14.60583(W) AD(2002.00) 1
 DK5284  ELLIP H (07/29/08)  282.331  (m)                       GP(2002.00) 3 1
 DK5284  NAVD 88 (07/29/08)  316.18   (m)  GEOID03  model used  GPS OBS        
 DK5284
 DK5284.Superseded values are not recommended for survey control.
 DK5284
 DK5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5284.See file dsdata.pdf to determine how the superseded data were derived.
 DK5284
 DK5284_MARKER: DD = SURVEY DISK
 DK5284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5284_STAMPING: CITY POINT N GPS 2005
 DK5284_MARK LOGO: WIDT
 DK5284_PROJECTION: FLUSH
 DK5284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5284+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 DK5284
 DK5284  HISTORY     - Date     Condition        Report By
 DK5284  HISTORY     - 2004     MONUMENTED       WIDT
 DK5284  HISTORY     - 20060927 GOOD             WIDT
 DK5284  HISTORY     - 20110822 GOOD             WIDT
 DK5284
 DK5284                          STATION DESCRIPTION
 DK5284
 DK5284'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5284'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DK5284'HIGHWAY ZZ TO THE NORTH AND CRANBERRY ROAD TO THE SOUTH IN THE
 DK5284'COMMUNITY OF CITY POINT, GO NORTH THEN WEST ON COUNTY HIGHWAY ZZ FOR
 DK5284'2.0 MI (3.2 KM) TO A SHARP RIGHT CURVE (NORTH) IN THE HIGHWAY AND
 DK5284'RESHEL ROAD TO THE WEST, TURN LEFT AND GO WEST ON RESHEL ROAD FOR 2.0
 DK5284'MI (3.2 KM) TO KNUTES ROAD, TURN RIGHT AND GO NORTHWESTERLY ON KNUTES
 DK5284'ROAD FOR 4.1 MI (6.6 KM) TO AN UNMARKED 4-WAY INTERSECTION, TURN RIGHT
 DK5284'AND GO EAST ON A TRACK ROAD FOR 0.1 MI (0.2 KM) TO A CLEARING AND THE
 DK5284'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DK5284'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DK5284'A 40-CM (16 INCH) DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 1.2 M
 DK5284'DEEP), LOCATED ON PROPERTY OWNED AND MANAGED BY JACKSON COUNTY.  THE
 DK5284'STATION IS 21 M (68.9 FT) NORTH OF THE CENTER OF THE TRACK ROAD, 41.6
 DK5284'M (136.5 FT) WEST-NORTHWEST OF THE NORTHERN MOST METAL POST OF A WHITE
 DK5284'GATE, AND 1.0 M (3.3 FT) NORTH, EAST, AND SOUTHWEST OF AN ORANGE 4X4
 DK5284'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5284'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DK5284
 DK5284                          STATION RECOVERY (2011)
 DK5284
 DK5284'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4770 ***********************************************************************
 DJ4770  DESIGNATION -  CITY POINT S GPS
 DJ4770  PID         -  DJ4770
 DJ4770  STATE/COUNTY-  WI/JACKSON
 DJ4770  COUNTRY     -  US
 DJ4770  USGS QUAD   -  SPAULDING (2018)
 DJ4770
 DJ4770                         *CURRENT SURVEY CONTROL
 DJ4770  ______________________________________________________________________
 DJ4770* NAD 83(2011) POSITION- 44 20 49.46860(N) 090 25 07.15070(W)   ADJUSTED
 DJ4770* NAD 83(2011) ELLIP HT-   273.049 (meters)        (06/27/12)   ADJUSTED
 DJ4770* NAD 83(2011) EPOCH   -  2010.00
 DJ4770* NAVD 88 ORTHO HEIGHT -   307.045 (meters)     1007.36  (feet) ADJUSTED
 DJ4770  ______________________________________________________________________
 DJ4770  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 DJ4770  NAD 83(2011) X  -    -33,383.329 (meters)                     COMP
 DJ4770  NAD 83(2011) Y  - -4,568,676.005 (meters)                     COMP
 DJ4770  NAD 83(2011) Z  -  4,435,942.801 (meters)                     COMP
 DJ4770  LAPLACE CORR    -         -5.73  (seconds)                    DEFLEC18
 DJ4770  DYNAMIC HEIGHT  -        306.991 (meters)     1007.19  (feet) COMP
 DJ4770  MODELED GRAVITY -    980,433.1   (mgal)                       NAVD 88
 DJ4770
 DJ4770  VERT ORDER      -  SECOND    CLASS I
 DJ4770
 DJ4770  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4770  Standards:
 DJ4770         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4770            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4770  -------------------------------------------------------------------
 DJ4770  NETWORK    0.41   0.35           0.19   0.14   0.18      0.12777343
 DJ4770  -------------------------------------------------------------------
 DJ4770  Click here for local accuracies and other accuracy information.
 DJ4770
 DJ4770.The horizontal coordinates were established by GPS observations
 DJ4770.and adjusted by the National Geodetic Survey in June 2012.
 DJ4770
 DJ4770.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4770.been affixed to the stable North American tectonic plate. See 
 DJ4770.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4770
 DJ4770.The horizontal coordinates are valid at the epoch date displayed above
 DJ4770.which is a decimal equivalence of Year/Month/Day.
 DJ4770
 DJ4770.The orthometric height was determined by differential leveling and
 DJ4770.adjusted by the WI DEPT OF TRANSP
 DJ4770.in May 2012.
 DJ4770
 DJ4770.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4770.GEOID18 height accuracy estimate available here.
 DJ4770
 DJ4770.Click photographs - Photos may exist for this station.
 DJ4770
 DJ4770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4770
 DJ4770.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4770
 DJ4770.The ellipsoidal height was determined by GPS observations
 DJ4770.and is referenced to NAD 83.
 DJ4770
 DJ4770.The dynamic height is computed by dividing the NAVD 88
 DJ4770.geopotential number by the normal gravity value computed on the
 DJ4770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4770.degrees latitude (g = 980.6199 gals.).
 DJ4770
 DJ4770.The modeled gravity was interpolated from observed gravity values.
 DJ4770
 DJ4770. The following values were computed from the NAD 83(2011) position.
 DJ4770
 DJ4770;                    North         East     Units Scale Factor Converg.
 DJ4770;SPC WI C     -    57,172.032   566,618.514   MT  0.99998306   -0 17 43.4
 DJ4770;SPC WI C     -   187,571.91  1,858,980.91   sFT  0.99998306   -0 17 43.4
 DJ4770;UTM  15      - 4,913,663.682   705,748.636   MT  1.00012064   +1 48 18.0
 DJ4770
 DJ4770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4770!SPC WI C     -   0.99995719  x   0.99998306  =   0.99994025
 DJ4770!UTM  15      -   0.99995719  x   1.00012064  =   1.00007782
 DJ4770
 DJ4770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0574813663(NAD 83)
 DJ4770
 DJ4770                          SUPERSEDED SURVEY CONTROL
 DJ4770
 DJ4770  NAD 83(2007)-  44 20 49.46869(N)    090 25 07.15147(W) AD(2002.00) 1
 DJ4770  ELLIP H (07/29/08)  273.080  (m)                       GP(2002.00) 3 1
 DJ4770  NAVD 88             307.03   (m)         1007.3    (f) LEVELING    3  
 DJ4770  NAVD 88 (07/08/08)  307.032  (m)         1007.32   (f) SUPERSEDED  2 1
 DJ4770
 DJ4770.Superseded values are not recommended for survey control.
 DJ4770
 DJ4770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4770.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4770
 DJ4770_MARKER: DD = SURVEY DISK
 DJ4770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4770_STAMPING: CITY POINT S GPS 2005
 DJ4770_MARK LOGO: WIDT
 DJ4770_PROJECTION: FLUSH
 DJ4770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4770+STABILITY: SURFACE MOTION
 DJ4770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4770+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2022
 DJ4770
 DJ4770  HISTORY     - Date     Condition        Report By
 DJ4770  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4770  HISTORY     - 20060912 GOOD             WIDT
 DJ4770  HISTORY     - 20110824 GOOD             WIDT
 DJ4770  HISTORY     - 20220215 GOOD             WI-053
 DJ4770
 DJ4770                          STATION DESCRIPTION
 DJ4770
 DJ4770'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4770'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4770'HIGHWAY ZZ TO THE NORTH AND CRANBERRY ROAD TO THE SOUTH IN THE
 DJ4770'COMMUNITY OF CITY POINT, GO WEST ON STATE HIGHWAY 54 FOR 5.3 MI (8.5
 DJ4770'KM) TO SPAULDING ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DJ4770'SPAULDING ROAD FOR 0.5 MI (0.8 KM) TO A TRACK ROAD ON THE LEFT LEADING
 DJ4770'WEST, TURN LEFT AND GO WEST ON THE TRACK ROAD FOR 0.05 MI (0.1 KM) TO
 DJ4770'A CLEARING AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4770'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4770'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4770'DEEP), LOCATED ON PROPERTY OWNED AND MANAGED BY JACKSON COUNTY.  THE
 DJ4770'STATION IS 117 M (383.9 FT) WEST OF THE CENTER OF SPAULDING ROAD AND
 DJ4770'1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DJ4770'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DJ4770'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DJ4770
 DJ4770                          STATION RECOVERY (2011)
 DJ4770
 DJ4770'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4770'RECOVERED IN GOOD CONDITION.
 DJ4770
 DJ4770                          STATION RECOVERY (2022)
 DJ4770
 DJ4770'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2022 (CB)
 DJ4770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0701 ***********************************************************************
 RM0701  DESIGNATION -  CLAM
 RM0701  PID         -  RM0701
 RM0701  STATE/COUNTY-  WI/SAWYER
 RM0701  COUNTRY     -  US
 RM0701  USGS QUAD   -  CLAM LAKE (2018)
 RM0701
 RM0701                         *CURRENT SURVEY CONTROL
 RM0701  ______________________________________________________________________
 RM0701* NAD 83(1991) POSITION- 46 08 00.00421(N) 090 57 29.63105(W)   ADJUSTED
 RM0701* NAVD 88 ORTHO HEIGHT -   471.0   (meters)     1545.    (feet) VERTCON3
 RM0701  ______________________________________________________________________
 RM0701  GEOID HEIGHT    -        -30.057 (meters)                     GEOID18
 RM0701  LAPLACE CORR    -         -6.24  (seconds)                    DEFLEC18
 RM0701  HORZ ORDER      -  FIRST
 RM0701
 RM0701.The horizontal coordinates were established by classical geodetic methods
 RM0701.and adjusted by the National Geodetic Survey in November 1991.
 RM0701
 RM0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0701
 RM0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0701.GEOID18 height accuracy estimate available here.
 RM0701
 RM0701.Click photographs - Photos may exist for this station.
 RM0701
 RM0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0701
 RM0701. The following values were computed from the NAD 83(1991) position.
 RM0701
 RM0701;                    North         East     Units Scale Factor Converg.
 RM0701;SPC WI N     -   107,886.189   525,956.604   MT  0.99994553   -0 41 28.5
 RM0701;SPC WI N     -   353,956.61  1,725,575.96   sFT  0.99994553   -0 41 28.5
 RM0701;UTM  15      - 5,110,888.476   657,717.451   MT  0.99990579   +1 28 20.4
 RM0701
 RM0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0701!SPC WI N     -   0.99993088  x   0.99994553  =   0.99987641
 RM0701!UTM  15      -   0.99993088  x   0.99990579  =   0.99983668
 RM0701
 RM0701:                Primary Azimuth Mark                     Grid Az
 RM0701:SPC WI N     -  CLAM AZ MK                               100 55 56.0
 RM0701:UTM  15      -  CLAM AZ MK                               098 46 07.1
 RM0701
 RM0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5771710888(NAD 83)
 RM0701
 RM0701|---------------------------------------------------------------------|
 RM0701| PID    Reference Object                     Distance      Geod. Az  |
 RM0701|                                                           dddmmss.s |
 RM0701| CJ2349 CLAM RM 1                            27.725 METERS 03437     |
 RM0701| CJ2348 CLAM AZ MK                                         1001427.5 |
 RM0701| RM0700 TT L                                 15.638 METERS 28919     |
 RM0701|---------------------------------------------------------------------|
 RM0701
 RM0701                          SUPERSEDED SURVEY CONTROL
 RM0701
 RM0701  NAD 83(1986)-  46 07 59.99916(N)    090 57 29.62644(W) AD(       ) 1
 RM0701  NAD 27      -  46 08 00.16600(N)    090 57 28.97300(W) AD(       ) 1
 RM0701  NGVD 29 (07/19/86)  471.0    (m)         1545.     (f) VERT ANG       
 RM0701
 RM0701.Superseded values are not recommended for survey control.
 RM0701
 RM0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0701.See file dsdata.pdf to determine how the superseded data were derived.
 RM0701
 RM0701_MARKER: DS = TRIANGULATION STATION DISK
 RM0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0701_STAMPING: CLAM 1952
 RM0701_MARK LOGO: CGS
 RM0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0701+STABILITY: SURFACE MOTION
 RM0701
 RM0701  HISTORY     - Date     Condition        Report By
 RM0701  HISTORY     - 1952     MONUMENTED       CGS
 RM0701  HISTORY     - 1974     GOOD             NGS
 RM0701
 RM0701                          STATION DESCRIPTION
 RM0701
 RM0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0701'THE STATION IS LOCATED ABOUT 16.5 MILES SOUTHEAST OF CABLE, 3.0
 RM0701'MILES SOUTHWEST OF CLAM LAKE, 0.5 MILE NORTHWEST OF STATE HIGHWAY
 RM0701'77 AND AT THE CLAM LAKE LOOKOUT TOWER.
 RM0701'
 RM0701'TO REACH THE STATION FROM THE POST OFFICE IN CLAM LAKE, GO
 RM0701'SOUTHWEST ON STATE HIGHWAY 77 FOR 3.25 MILES TO THE AZIMUTH
 RM0701'MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.5
 RM0701'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHWEST ON
 RM0701'GRAVEL ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 RM0701'NORTH FOR 0.25 MILE TO THE CLAM LAKE LOOKOUT TOWER AND STATION
 RM0701'AS DESCRIBED.
 RM0701'
 RM0701'THE STATION MARK IS STAMPED CLAM 1952.  IT IS A STANDARD DISK
 RM0701'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS
 RM0701'4.5 FEET WEST OF A WHITE WITNESS POST.
 RM0701'
 RM0701'REFERENCE MARK NO. 1 IS STAMPED CLAM NO 1 1952.  IT IS A STANDARD
 RM0701'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 RM0701'
 RM0701'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED CLAM LAKE TOWER TT L
 RM0701'1940 WAS USED AS THE SECOND REFERENCE MARK.  IT IS SET FLUSH
 RM0701'IN A 6 X 6 INCH SQUARE CONCRETE POST UNDER THE CENTER OF THE
 RM0701'CLAM LAKE LOOKOUT TOWER.
 RM0701'
 RM0701'THE AZIMUTH MARK IS STAMPED CLAM 1952.  IT IS A STANDARD DISK
 RM0701'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 RM0701'IS 42 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 77, 4 FEET
 RM0701'WEST OF A TELEPHONE POLE AND 3 FEET NORTHEAST OF A WHITE
 RM0701'WITNESS POST.
 RM0701'
 RM0701'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RM0701
 RM0701                          STATION RECOVERY (1974)
 RM0701
 RM0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 RM0701'NO MEASUREMENT BETWEEN CLAM LAKE LOT TT L USGS 1939 TO R.M. 1
 RM0701'DUE TO TREES ON LINE.
 RM0701'
 RM0701'THE STATION MARK, REFERENCE MARK 1 AND CLAM LAKE LOT TT L USGS
 RM0701'1939 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 RM0701'SEARCHED FOR BUT COULD NOT BE RECOVERED.  NO SUITABLE LOCATION
 RM0701'WAS FOUND TO ESTABLISH A NEW AZIMUTH MARK.  THE DISTANCE AND
 RM0701'DIRECTION TO THE MARKS COMPARED FAVORABLY WITH 1952 OBSERVATIONS,
 RM0701'WITH THE EXCEPTION THAT A DIFFERENCE IN DIRECTION OF 2 MINUTES
 RM0701'45 SECONDS WAS NOTED AND VERIFIED TO REFERENCE MARK 1.
 RM0701'
 RM0701'THE 1952 DESCRIPTION AND ROUTE TO REACH THE STATION IS ADEQUATE.
 RM0701'
 RM0701'HEIGHT OF LIGHT ABOVE STATION MARK 86.2 FEET.
 RM0701'
 RM0701'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 RM0701'OF CLAM LAKE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9079 ***********************************************************************
 AC9079  HT_MOD      -  This is a Height Modernization Survey Station.
 AC9079  DESIGNATION -  CLAM FALLS C 417
 AC9079  PID         -  AC9079
 AC9079  STATE/COUNTY-  WI/POLK
 AC9079  COUNTRY     -  US
 AC9079  USGS QUAD   -  CLAM FALLS (2018)
 AC9079
 AC9079                         *CURRENT SURVEY CONTROL
 AC9079  ______________________________________________________________________
 AC9079* NAD 83(2011) POSITION- 45 39 41.38691(N) 092 19 37.67366(W)   ADJUSTED
 AC9079* NAD 83(2011) ELLIP HT-   340.842 (meters)        (06/27/12)   ADJUSTED
 AC9079* NAD 83(2011) EPOCH   -  2010.00
 AC9079* NAVD 88 ORTHO HEIGHT -   368.62  (meters)     1209.4   (feet) GPS OBS
 AC9079  ______________________________________________________________________
 AC9079  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AC9079  GEOID HEIGHT    -        -27.789 (meters)                     GEOID12A
 AC9079  GEOID HEIGHT    -        -27.794 (meters)                     GEOID18
 AC9079  NAD 83(2011) X  -   -181,323.211 (meters)                     COMP
 AC9079  NAD 83(2011) Y  - -4,461,862.574 (meters)                     COMP
 AC9079  NAD 83(2011) Z  -  4,539,275.693 (meters)                     COMP
 AC9079  LAPLACE CORR    -        -11.25  (seconds)                    DEFLEC18
 AC9079
 AC9079  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9079  Standards:
 AC9079         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9079            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9079  -------------------------------------------------------------------
 AC9079  NETWORK    0.34   0.82           0.15   0.13   0.42      0.02530429
 AC9079  -------------------------------------------------------------------
 AC9079  Click here for local accuracies and other accuracy information.
 AC9079
 AC9079.The horizontal coordinates were established by GPS observations
 AC9079.and adjusted by the National Geodetic Survey in June 2012.
 AC9079
 AC9079.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9079.been affixed to the stable North American tectonic plate. See 
 AC9079.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9079
 AC9079.The horizontal coordinates are valid at the epoch date displayed above
 AC9079.which is a decimal equivalence of Year/Month/Day.
 AC9079
 AC9079.The orthometric height was determined by GPS observations and a
 AC9079.high-resolution geoid model using precise GPS observation and
 AC9079.processing techniques.
 AC9079
 AC9079.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9079.GEOID18 height accuracy estimate available here.
 AC9079
 AC9079.Click photographs - Photos may exist for this station.
 AC9079
 AC9079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9079
 AC9079.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9079
 AC9079.The ellipsoidal height was determined by GPS observations
 AC9079.and is referenced to NAD 83.
 AC9079
 AC9079. The following values were computed from the NAD 83(2011) position.
 AC9079
 AC9079;                    North         East     Units Scale Factor Converg.
 AC9079;SPC WI C     -   205,753.669   418,655.120   MT  1.00003477   -1 38 31.1
 AC9079;SPC WI C     -   675,043.50  1,373,537.67   sFT  1.00003477   -1 38 31.1
 AC9079;UTM  15      - 5,056,658.683   552,418.537   MT  0.99963378   +0 28 52.5
 AC9079
 AC9079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9079!SPC WI C     -   0.99994657  x   1.00003477  =   0.99998134
 AC9079!UTM  15      -   0.99994657  x   0.99963378  =   0.99958037
 AC9079
 AC9079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5241856658(NAD 83)
 AC9079
 AC9079                          SUPERSEDED SURVEY CONTROL
 AC9079
 AC9079  NAD 83(2007)-  45 39 41.38680(N)    092 19 37.67418(W) AD(2002.00) 0
 AC9079  ELLIP H (02/10/07)  340.876  (m)                       GP(2002.00)    
 AC9079  NAD 83(1997)-  45 39 41.38699(N)    092 19 37.67489(W) AD(       ) 1
 AC9079  ELLIP H (09/30/02)  340.902  (m)                       GP(       ) 2 1
 AC9079  NAD 83(1991)-  45 39 41.38652(N)    092 19 37.67319(W) AD(       ) 1
 AC9079  ELLIP H (06/10/97)  340.919  (m)                       GP(       ) 2 1
 AC9079  NAVD 88 (06/10/97)  368.6    (m)  GEOID96  model used  GPS OBS        
 AC9079
 AC9079.Superseded values are not recommended for survey control.
 AC9079
 AC9079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9079.See file dsdata.pdf to determine how the superseded data were derived.
 AC9079
 AC9079_MARKER: DD = SURVEY DISK
 AC9079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9079_STAMPING: CLAM FALLS C. 417 1995
 AC9079_MARK LOGO: WI-095
 AC9079_PROJECTION: FLUSH
 AC9079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9079+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2010
 AC9079
 AC9079  HISTORY     - Date     Condition        Report By
 AC9079  HISTORY     - 1995     MONUMENTED       WI-095
 AC9079  HISTORY     - 20051102 GOOD             WIDT
 AC9079  HISTORY     - 20100818 GOOD             WIDT
 AC9079
 AC9079                          STATION DESCRIPTION
 AC9079
 AC9079'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9079'THE STATION IS LOCATED 6.4 MI (10.3 KM) EAST OF THE VILLAGE OF
 AC9079'FREDERIC, WISCONSIN IN THE NORTHEAST QUARTER OF SOUTHEAST QUARTER OF
 AC9079'SECTION 27, T.37N., R.16W., 4TH P.M.  TOWN OF CLAM FALLS, POLK COUNTY.
 AC9079'TO REACH THE STATION, BEGIN AT THE INTERSECTION OF STATE HIGHWAY 35
 AC9079'AND COUNTY TRUNK HIGHWAY W, GO EAST 7 MI (11.3 KM) TO THE INTERSECTION
 AC9079'OF COUNTY TRUNK HIGHWAY W AND 80TH STREET, GO NORTH 1.5 MI (2.4 KM) TO
 AC9079'THE INTERSECTION OF 80TH STREET AND 315TH AVENUE, GO WEST .1 MI (0.2
 AC9079'KM) TO THE STATION.  THE STATION IS LOCATED 21.5 FEET (6.6 M) SOUTH OF
 AC9079'315TH AVENUE, 24.5 FEET (7.5 M) WEST OF CENTERLINE OF FIELD DRIVE TO
 AC9079'SOUTH.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER
 AC9079'BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A
 AC9079'PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9079
 AC9079                          STATION RECOVERY (2005)
 AC9079
 AC9079'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9079'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 AC9079'NORTHWEST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9079'POSTS.
 AC9079
 AC9079                          STATION RECOVERY (2010)
 AC9079
 AC9079'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AC9079'-NOTE-PLASTIC WITNESS POST HAS BEEN REMOVED.  OTHERWISE, RECOVERED AS
 AC9079'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9080 ***********************************************************************
 AC9080  HT_MOD      -  This is a Height Modernization Survey Station.
 AC9080  DESIGNATION -  CLAM FALLS S 418
 AC9080  PID         -  AC9080
 AC9080  STATE/COUNTY-  WI/POLK
 AC9080  COUNTRY     -  US
 AC9080  USGS QUAD   -  CLAM FALLS (2018)
 AC9080
 AC9080                         *CURRENT SURVEY CONTROL
 AC9080  ______________________________________________________________________
 AC9080* NAD 83(2011) POSITION- 45 38 25.16882(N) 092 22 26.24940(W)   ADJUSTED
 AC9080* NAD 83(2011) ELLIP HT-   375.440 (meters)        (06/27/12)   ADJUSTED
 AC9080* NAD 83(2011) EPOCH   -  2010.00
 AC9080* NAVD 88 ORTHO HEIGHT -   403.11  (meters)     1322.5   (feet) GPS OBS
 AC9080  ______________________________________________________________________
 AC9080  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AC9080  GEOID HEIGHT    -        -27.683 (meters)                     GEOID12A
 AC9080  GEOID HEIGHT    -        -27.686 (meters)                     GEOID18
 AC9080  NAD 83(2011) X  -   -185,040.439 (meters)                     COMP
 AC9080  NAD 83(2011) Y  - -4,463,418.407 (meters)                     COMP
 AC9080  NAD 83(2011) Z  -  4,537,655.446 (meters)                     COMP
 AC9080  LAPLACE CORR    -        -11.15  (seconds)                    DEFLEC18
 AC9080
 AC9080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9080  Standards:
 AC9080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9080  -------------------------------------------------------------------
 AC9080  NETWORK    0.34   0.63           0.15   0.13   0.32      0.01661442
 AC9080  -------------------------------------------------------------------
 AC9080  Click here for local accuracies and other accuracy information.
 AC9080
 AC9080.The horizontal coordinates were established by GPS observations
 AC9080.and adjusted by the National Geodetic Survey in June 2012.
 AC9080
 AC9080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9080.been affixed to the stable North American tectonic plate. See 
 AC9080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9080
 AC9080.The horizontal coordinates are valid at the epoch date displayed above
 AC9080.which is a decimal equivalence of Year/Month/Day.
 AC9080
 AC9080.The orthometric height was determined by GPS observations and a
 AC9080.high-resolution geoid model using precise GPS observation and
 AC9080.processing techniques.
 AC9080
 AC9080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9080.GEOID18 height accuracy estimate available here.
 AC9080
 AC9080.Click photographs - Photos may exist for this station.
 AC9080
 AC9080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9080
 AC9080.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9080
 AC9080.The ellipsoidal height was determined by GPS observations
 AC9080.and is referenced to NAD 83.
 AC9080
 AC9080. The following values were computed from the NAD 83(2011) position.
 AC9080
 AC9080;                    North         East     Units Scale Factor Converg.
 AC9080;SPC WI C     -   203,507.106   414,938.339   MT  1.00002975   -1 40 30.0
 AC9080;SPC WI C     -   667,672.90  1,361,343.53   sFT  1.00002975   -1 40 30.0
 AC9080;UTM  15      - 5,054,276.935   548,788.982   MT  0.99962926   +0 26 51.4
 AC9080
 AC9080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9080!SPC WI C     -   0.99994114  x   1.00002975  =   0.99997089
 AC9080!UTM  15      -   0.99994114  x   0.99962926  =   0.99957043
 AC9080
 AC9080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4878854276(NAD 83)
 AC9080
 AC9080                          SUPERSEDED SURVEY CONTROL
 AC9080
 AC9080  NAD 83(2007)-  45 38 25.16869(N)    092 22 26.24994(W) AD(2002.00) 0
 AC9080  ELLIP H (02/10/07)  375.474  (m)                       GP(2002.00)    
 AC9080  NAD 83(1997)-  45 38 25.16894(N)    092 22 26.25061(W) AD(       ) 1
 AC9080  ELLIP H (09/30/02)  375.503  (m)                       GP(       ) 2 1
 AC9080  NAD 83(1991)-  45 38 25.16849(N)    092 22 26.24887(W) AD(       ) 1
 AC9080  ELLIP H (06/10/97)  375.523  (m)                       GP(       ) 2 1
 AC9080  NAVD 88 (06/10/97)  403.1    (m)  GEOID96  model used  GPS OBS        
 AC9080
 AC9080.Superseded values are not recommended for survey control.
 AC9080
 AC9080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9080.See file dsdata.pdf to determine how the superseded data were derived.
 AC9080
 AC9080_MARKER: DD = SURVEY DISK
 AC9080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9080_STAMPING: CLAM FALLS S. 418 1995
 AC9080_MARK LOGO: WI-095
 AC9080_PROJECTION: FLUSH
 AC9080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9080+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2010
 AC9080
 AC9080  HISTORY     - Date     Condition        Report By
 AC9080  HISTORY     - 1995     MONUMENTED       WI-095
 AC9080  HISTORY     - 20051102 GOOD             WIDT
 AC9080  HISTORY     - 20100818 GOOD             WIDT
 AC9080
 AC9080                          STATION DESCRIPTION
 AC9080
 AC9080'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9080'THE STATION IS LOCATED 4.4 MI (7.1 KM) EAST OF THE VILLAGE OF
 AC9080'FREDERIC, WISCONSIN IN THE SOUTHWEST QUARTER OF SOUTHEAST QUARTER OF
 AC9080'SECTION 32, T.37N., R.16W., 4TH P.M.  TOWN OF CLAM FALLS, POLK COUNTY.
 AC9080'TO REACH THE STATION, BEGIN AT THE INTERSECTION OF STATE HIGHWAY 35
 AC9080'AND COUNTY TRUNK HIGHWAY W, GO EAST ALONG COUNTY TRUNK HIGHWAY W 4.4
 AC9080'MI (7.1 KM) TO THE STATION.  THE STATION IS LOCATED 39.5 FEET (12.0 M)
 AC9080'NORTH OF CENTERLINE COUNTY HIGHWAY W, 30.5 FEET (9.3 M) WEST OF
 AC9080'CENTERLINE FIELD DRIVE TO NORTH, .35 MI (0.56 KM) WEST OF COUNTY
 AC9080'HIGHWAY I.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M)
 AC9080'DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND
 AC9080'SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9080'STATION.
 AC9080
 AC9080                          STATION RECOVERY (2005)
 AC9080
 AC9080'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9080'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 29.9 M WEST OF THE
 AC9080'CENTERLINE OF PRIVATE ENTRANCE --1036--, AND 0.9 M NORTH, 0.9 M
 AC9080'SOUTHEAST, AND 0.9 M SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9080'POSTS.
 AC9080'--NOTE-- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXCEPT FOR A TREE TO
 AC9080'THE WEST-NORTHWEST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
 AC9080'
 AC9080
 AC9080                          STATION RECOVERY (2010)
 AC9080
 AC9080'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AC9080'-NOTE-PLASTIC WITNESS POST HAS BEEN REMOVED.  CURRENTLY, THERE ARE NO
 AC9080'VISIBLE OBSTRUCTIONS GREATER THAN 20 DEGREES ABOVE THE HORIZON.
 AC9080'OTHERWISE, RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9081 ***********************************************************************
 AC9081  DESIGNATION -  CLAM FALLS W 419
 AC9081  PID         -  AC9081
 AC9081  STATE/COUNTY-  WI/POLK
 AC9081  COUNTRY     -  US
 AC9081  USGS QUAD   -  FREDERIC (2018)
 AC9081
 AC9081                         *CURRENT SURVEY CONTROL
 AC9081  ______________________________________________________________________
 AC9081* NAD 83(2011) POSITION- 45 41 53.13912(N) 092 23 37.17785(W)   ADJUSTED
 AC9081* NAD 83(2011) ELLIP HT-   312.065 (meters)        (06/27/12)   ADJUSTED
 AC9081* NAD 83(2011) EPOCH   -  2010.00
 AC9081* NAVD 88 ORTHO HEIGHT -   339.424 (meters)     1113.59  (feet) ADJUSTED
 AC9081  ______________________________________________________________________
 AC9081  GEOID HEIGHT    -        -27.365 (meters)                     GEOID18
 AC9081  NAD 83(2011) X  -   -186,381.585 (meters)                     COMP
 AC9081  NAD 83(2011) Y  - -4,458,721.126 (meters)                     COMP
 AC9081  NAD 83(2011) Z  -  4,542,097.198 (meters)                     COMP
 AC9081  LAPLACE CORR    -         -8.88  (seconds)                    DEFLEC18
 AC9081  DYNAMIC HEIGHT  -        339.432 (meters)     1113.62  (feet) COMP
 AC9081  MODELED GRAVITY -    980,627.7   (mgal)                       NAVD 88
 AC9081
 AC9081  VERT ORDER      -  SECOND    CLASS I
 AC9081
 AC9081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9081  Standards:
 AC9081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9081  -------------------------------------------------------------------
 AC9081  NETWORK    0.30   0.80           0.13   0.11   0.41     -0.00058575
 AC9081  -------------------------------------------------------------------
 AC9081  Click here for local accuracies and other accuracy information.
 AC9081
 AC9081.The horizontal coordinates were established by GPS observations
 AC9081.and adjusted by the National Geodetic Survey in June 2012.
 AC9081
 AC9081.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9081.been affixed to the stable North American tectonic plate. See 
 AC9081.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9081
 AC9081.The horizontal coordinates are valid at the epoch date displayed above
 AC9081.which is a decimal equivalence of Year/Month/Day.
 AC9081
 AC9081.The orthometric height was determined by differential leveling and
 AC9081.adjusted by the WI DEPT OF TRANSP
 AC9081.in May 2012.
 AC9081
 AC9081.No vertical observational check was made to the station.
 AC9081
 AC9081.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9081.GEOID18 height accuracy estimate available here.
 AC9081
 AC9081.Click photographs - Photos may exist for this station.
 AC9081
 AC9081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9081
 AC9081.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9081
 AC9081.The ellipsoidal height was determined by GPS observations
 AC9081.and is referenced to NAD 83.
 AC9081
 AC9081.The dynamic height is computed by dividing the NAVD 88
 AC9081.geopotential number by the normal gravity value computed on the
 AC9081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9081.degrees latitude (g = 980.6199 gals.).
 AC9081
 AC9081.The modeled gravity was interpolated from observed gravity values.
 AC9081
 AC9081. The following values were computed from the NAD 83(2011) position.
 AC9081
 AC9081;                    North         East     Units Scale Factor Converg.
 AC9081;SPC WI C     -   209,970.425   413,592.133   MT  1.00004376   -1 41 20.1
 AC9081;SPC WI C     -   688,877.97  1,356,926.86   sFT  1.00004376   -1 41 20.1
 AC9081;UTM  15      - 5,060,683.338   547,204.944   MT  0.99962739   +0 26 02.2
 AC9081
 AC9081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9081!SPC WI C     -   0.99995108  x   1.00004376  =   0.99999484
 AC9081!UTM  15      -   0.99995108  x   0.99962739  =   0.99957849
 AC9081
 AC9081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4720460683(NAD 83)
 AC9081
 AC9081                          SUPERSEDED SURVEY CONTROL
 AC9081
 AC9081  NAD 83(2007)-  45 41 53.13900(N)    092 23 37.17839(W) AD(2002.00) 0
 AC9081  ELLIP H (02/10/07)  312.099  (m)                       GP(2002.00)    
 AC9081  NAD 83(1997)-  45 41 53.13925(N)    092 23 37.17910(W) AD(       ) 1
 AC9081  ELLIP H (09/30/02)  312.130  (m)                       GP(       ) 2 1
 AC9081  NAD 83(1991)-  45 41 53.13879(N)    092 23 37.17736(W) AD(       ) 1
 AC9081  ELLIP H (06/10/97)  312.150  (m)                       GP(       ) 2 1
 AC9081  NAVD 88             339.42   (m)         1113.6    (f) LEVELING    3  
 AC9081  NAVD 88 (06/10/97)  339.4    (m)  GEOID96  model used  GPS OBS        
 AC9081
 AC9081.Superseded values are not recommended for survey control.
 AC9081
 AC9081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9081.See file dsdata.pdf to determine how the superseded data were derived.
 AC9081
 AC9081_MARKER: DD = SURVEY DISK
 AC9081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9081_STAMPING: CLAM FALLS W. 419 1995
 AC9081_MARK LOGO: WI-095
 AC9081_PROJECTION: RECESSED 7 CENTIMETERS
 AC9081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9081+STABILITY: SURFACE MOTION
 AC9081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9081+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2025
 AC9081
 AC9081  HISTORY     - Date     Condition        Report By
 AC9081  HISTORY     - 1995     MONUMENTED       WI-095
 AC9081  HISTORY     - 20051102 GOOD             WIDT
 AC9081  HISTORY     - 20100812 GOOD             WIDT
 AC9081  HISTORY     - 20250120 GOOD             DJHENK
 AC9081
 AC9081                          STATION DESCRIPTION
 AC9081
 AC9081'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9081'THE STATION IS LOCATED 4 MI (6.4 KM) NORTHEAST OF VILLAGE OF FREDERIC,
 AC9081'WISCONSIN IN THE NORTHWEST QUARTER OF NORTHEAST QUARTER OF SECTION 18,
 AC9081'T.37N.,R.16W., 4TH P.M.  TOWN OF CLAM FALLS, POLK COUNTY.  TO REACH
 AC9081'THE STATION FROM THE VILLAGE OF FREDERIC, BEGIN AT THE INTERSECTION OF
 AC9081'STATE HIGHWAY 35 AND STATE HIGHWAY 48, GO NORTHEAST ALONG STATE
 AC9081'HIGHWAY 35 5.5 MI (8.9 KM) TO THE INTERSECTION OF STATE HIGHWAY 35 AND
 AC9081'COUNTY TRUNK HIGHWAY E, GO SOUTHEAST .1 MI (0.2 KM) TO THE
 AC9081'INTERSECTION OF COUNTY TRUNK HIGHWAY E AND 115TH STREET, GO SOUTH TO
 AC9081'THE INTERSECTION OF 115TH STREET AND 340TH AVENUE, GO EAST .2 MI (0.3
 AC9081'KM) TO THE STATION.  THE STATION IS LOCATED 24.5 FEET (7.5 M) SOUTH OF
 AC9081'CENTERLINE OF 340TH AVENUE, ENTRANCE TO GRAVEL PIT.  THE STATION IS A
 AC9081'BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP
 AC9081'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST
 AC9081'IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9081
 AC9081                          STATION RECOVERY (2005)
 AC9081
 AC9081'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9081'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS RECESSED 7-CM
 AC9081'BELOW GROUND LEVEL AND THE STATION IS 0.9 M SOUTH, 0.9 M NORTHWEST,
 AC9081'AND 1.1 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AC9081'--NOTE-- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXCEPT FOR TREES TO
 AC9081'THE WEST THAT EXTEND TO 40 DEGREES ABOVE THE HORIZON.
 AC9081'
 AC9081
 AC9081                          STATION RECOVERY (2010)
 AC9081
 AC9081'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AC9081'RECOVERED IN GOOD CONDITION.
 AC9081'
 AC9081'NOTE-PLASTIC WITNESS POST HAS BEEN REMOVED.
 AC9081
 AC9081                          STATION RECOVERY (2025)
 AC9081
 AC9081'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2025 (TSS)
 AC9081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5245 ***********************************************************************
 DN5245  DESIGNATION -  CLAM LAKE 1
 DN5245  PID         -  DN5245
 DN5245  STATE/COUNTY-  WI/BURNETT
 DN5245  COUNTRY     -  US
 DN5245  USGS QUAD   -  SIREN EAST (2018)
 DN5245
 DN5245                         *CURRENT SURVEY CONTROL
 DN5245  ______________________________________________________________________
 DN5245* NAD 83(1986) POSITION- 45 49 09.43   (N) 092 19 39.56   (W)   HD_HELD1
 DN5245* NAVD 88 ORTHO HEIGHT -   291.280 (meters)      955.64  (feet) ADJUSTED
 DN5245  ______________________________________________________________________
 DN5245  GEOID HEIGHT    -        -26.956 (meters)                     GEOID18
 DN5245  DYNAMIC HEIGHT  -        291.297 (meters)      955.70  (feet) COMP
 DN5245  MODELED GRAVITY -    980,666.4   (mgal)                       NAVD 88
 DN5245
 DN5245  VERT ORDER      -  SECOND    CLASS I
 DN5245
 DN5245.The horizontal coordinates were determined by differentially corrected
 DN5245.hand held GPS observations or other comparable positioning techniques
 DN5245.and have an estimated accuracy of +/- 3 meters.
 DN5245
 DN5245.The orthometric height was determined by differential leveling and
 DN5245.adjusted by the WI DEPT OF TRANSP
 DN5245.in May 2012.
 DN5245
 DN5245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5245.GEOID18 height accuracy estimate available here.
 DN5245
 DN5245.Click photographs - Photos may exist for this station.
 DN5245
 DN5245.The dynamic height is computed by dividing the NAVD 88
 DN5245.geopotential number by the normal gravity value computed on the
 DN5245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5245.degrees latitude (g = 980.6199 gals.).
 DN5245
 DN5245.The modeled gravity was interpolated from observed gravity values.
 DN5245
 DN5245;                    North         East    Units  Estimated Accuracy
 DN5245;SPC WI N     -    75,184.8     419,138.5     MT  (+/- 3 meters HH1 GPS) 
 DN5245
 DN5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5223074189(NAD 83)
 DN5245
 DN5245                          SUPERSEDED SURVEY CONTROL
 DN5245
 DN5245.No superseded survey control is available for this station.
 DN5245
 DN5245_MARKER: DD = SURVEY DISK
 DN5245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5245_STAMPING: CLAM LAKE 1 2009
 DN5245_MARK LOGO: WI-013
 DN5245_PROJECTION: FLUSH
 DN5245_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5245+STABILITY: SURFACE MOTION
 DN5245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5245+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 DN5245
 DN5245  HISTORY     - Date     Condition        Report By
 DN5245  HISTORY     - 2009     MONUMENTED       WI-013
 DN5245  HISTORY     - 20091201 GOOD             WI-013
 DN5245
 DN5245                          STATION DESCRIPTION
 DN5245
 DN5245'DESCRIBED BY BURNETT COUNTY WISCONSIN 2009 (JET)
 DN5245'TO REACH THIS STATION FROM THE NORTH JUNCTION OF STATE HIGHWAY 35 AND
 DN5245'STATE HIGHWAY 70 JUST NORTH OF THE VILLAGE OF SIREN, GO EAST ON STATE
 DN5245'HIGHWAY 70 FOR 1.77 MI (2.8 KM) TO NARROWS DRIVE.  CONTINUE EAST FOR
 DN5245'0.07 MI (0.1 KM) TO THE STATION ON THE LEFT.
 DN5245'
 DN5245'THE STATION IS A BURNETT COUNTY BENCH MARK DISK SET IN THE TOP OF A
 DN5245'40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH
 DN5245'THE GROUND AND APPROXIMATELY 1.6 M (5.2 FT) LOWER THAN THE HIGHWAY
 DN5245'SURFACE.
 DN5245'
 DN5245'THE STATION IS 85.0 FT (25.9 M) NORTH OF THE CENTERLINE OF STATE
 DN5245'HIGHWAY 70 AND 100.0 FT (30.5 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DN5245'BRIDGE IDENTIFIED AS -B-7-32-93-.  THE STATION IS LOCATED BETWEEN
 DN5245'PARKING STALLS 2 AND 3 AT THE CLAM LAKE BOAT LANDING AND IS 1 M (3.3
 DN5245'FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN3612 ***********************************************************************
 DN3612  DESIGNATION -  CLAM LAKE GPS
 DN3612  PID         -  DN3612
 DN3612  STATE/COUNTY-  WI/ASHLAND
 DN3612  COUNTRY     -  US
 DN3612  USGS QUAD   -  CLAM LAKE (2018)
 DN3612
 DN3612                         *CURRENT SURVEY CONTROL
 DN3612  ______________________________________________________________________
 DN3612* NAD 83(2011) POSITION- 46 10 00.42536(N) 090 54 35.54036(W)   ADJUSTED
 DN3612* NAD 83(2011) ELLIP HT-   406.350 (meters)        (06/27/12)   ADJUSTED
 DN3612* NAD 83(2011) EPOCH   -  2010.00
 DN3612* NAVD 88 ORTHO HEIGHT -   436.491 (meters)     1432.05  (feet) ADJUSTED
 DN3612  ______________________________________________________________________
 DN3612  GEOID HEIGHT    -        -30.145 (meters)                     GEOID18
 DN3612  NAD 83(2011) X  -    -70,271.157 (meters)                     COMP
 DN3612  NAD 83(2011) Y  - -4,424,689.259 (meters)                     COMP
 DN3612  NAD 83(2011) Z  -  4,578,399.248 (meters)                     COMP
 DN3612  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC18
 DN3612  DYNAMIC HEIGHT  -        436.485 (meters)     1432.03  (feet) COMP
 DN3612  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 DN3612
 DN3612  VERT ORDER      -  SECOND    CLASS I
 DN3612
 DN3612  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3612  Standards:
 DN3612         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3612            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3612  -------------------------------------------------------------------
 DN3612  NETWORK    0.26   0.41           0.12   0.09   0.21      0.06427612
 DN3612  -------------------------------------------------------------------
 DN3612  Click here for local accuracies and other accuracy information.
 DN3612
 DN3612.The horizontal coordinates were established by GPS observations
 DN3612.and adjusted by the National Geodetic Survey in June 2012.
 DN3612
 DN3612.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3612.been affixed to the stable North American tectonic plate. See 
 DN3612.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3612
 DN3612.The horizontal coordinates are valid at the epoch date displayed above
 DN3612.which is a decimal equivalence of Year/Month/Day.
 DN3612
 DN3612.The orthometric height was determined by differential leveling and
 DN3612.adjusted by the WI DEPT OF TRANSP
 DN3612.in May 2012.
 DN3612
 DN3612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3612.GEOID18 height accuracy estimate available here.
 DN3612
 DN3612.Click photographs - Photos may exist for this station.
 DN3612
 DN3612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3612
 DN3612.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3612
 DN3612.The ellipsoidal height was determined by GPS observations
 DN3612.and is referenced to NAD 83.
 DN3612
 DN3612.The dynamic height is computed by dividing the NAVD 88
 DN3612.geopotential number by the normal gravity value computed on the
 DN3612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3612.degrees latitude (g = 980.6199 gals.).
 DN3612
 DN3612.The modeled gravity was interpolated from observed gravity values.
 DN3612
 DN3612. The following values were computed from the NAD 83(2011) position.
 DN3612
 DN3612;                    North         East     Units Scale Factor Converg.
 DN3612;SPC WI N     -   111,559.944   529,735.735   MT  0.99994535   -0 39 22.9
 DN3612;SPC WI N     -   366,009.58  1,737,974.66   sFT  0.99994535   -0 39 22.9
 DN3612;UTM  15      - 5,114,702.185   661,355.048   MT  0.99992006   +1 30 29.0
 DN3612
 DN3612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3612!SPC WI N     -   0.99993630  x   0.99994535  =   0.99988166
 DN3612!UTM  15      -   0.99993630  x   0.99992006  =   0.99985637
 DN3612
 DN3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6135514702(NAD 83)
 DN3612
 DN3612                          SUPERSEDED SURVEY CONTROL
 DN3612
 DN3612  NAD 83(2007)-  46 10 00.42535(N)    090 54 35.54097(W) AD(2002.00) B
 DN3612  ELLIP H (09/06/11)  406.370  (m)                       GP(2002.00) 1 1
 DN3612  NAVD 88             436.49   (m)         1432.1    (f) LEVELING    3  
 DN3612
 DN3612.Superseded values are not recommended for survey control.
 DN3612
 DN3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3612.See file dsdata.pdf to determine how the superseded data were derived.
 DN3612
 DN3612_MARKER: DD = SURVEY DISK
 DN3612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3612_STAMPING: CLAM LAKE GPS 2006
 DN3612_MARK LOGO: WIDT
 DN3612_PROJECTION: FLUSH
 DN3612_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN3612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3612+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2013
 DN3612
 DN3612  HISTORY     - Date     Condition        Report By
 DN3612  HISTORY     - 2005     MONUMENTED       WIDT
 DN3612  HISTORY     - 20100524 GOOD             WIDT
 DN3612  HISTORY     - 20130901 GOOD             WIDT
 DN3612
 DN3612                          STATION DESCRIPTION
 DN3612
 DN3612'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN3612'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 WITH COUNTY
 DN3612'HIGHWAY M AND COUNTY HIGHWAY GG NORTH IN THE COMMUNITY OF CLAM LAKE,
 DN3612'GO NORTHWEST ON COUNTY HIGHWAY M AND COUNTY HIGHWAY GG FOR 0.15 MI
 DN3612'(0.2 KM) TO COUNTY HIGHWAY GG RIGHT.  CONTINUE NORTHWEST ON COUNTY
 DN3612'HIGHWAY M FOR 0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DN3612'
 DN3612'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN3612'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN3612'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP, LEVEL WITH THE
 DN3612'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN3612'PAVEMENT.
 DN3612'
 DN3612'THE STATION IS 9.7 M (31.8 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DN3612'HIGHWAY M, 0.30 MI (0.5 KM) SOUTHEAST OF WHITE BASS ROAD, 0.15 MI (0.2
 DN3612'KM) SOUTHEAST OF FOREST ROAD '1294' TO DRY LAKE, 12.7 M (41.7 FT)
 DN3612'NORTHEAST OF A RED FIBERGLASS 'UNDERGROUND POWER CABLE POST AND IS 1 M
 DN3612'(3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DN3612'STATION.
 DN3612'
 DN3612'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN3612'DEGREES ABOVE THE HORIZON.
 DN3612
 DN3612                          STATION RECOVERY (2013)
 DN3612
 DN3612'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DN3612'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5310 ***********************************************************************
 DN5310  DESIGNATION -  CLAM RIVER 1
 DN5310  PID         -  DN5310
 DN5310  STATE/COUNTY-  WI/BURNETT
 DN5310  COUNTRY     -  US
 DN5310  USGS QUAD   -  MONSON LAKE (2019)
 DN5310
 DN5310                         *CURRENT SURVEY CONTROL
 DN5310  ______________________________________________________________________
 DN5310* NAD 83(1986) POSITION- 45 56 11.16   (N) 092 31 36.38   (W)   HD_HELD1
 DN5310* NAVD 88 ORTHO HEIGHT -   275.905 (meters)      905.20  (feet) ADJUSTED
 DN5310  ______________________________________________________________________
 DN5310  GEOID HEIGHT    -        -26.522 (meters)                     GEOID18
 DN5310  DYNAMIC HEIGHT  -        275.928 (meters)      905.27  (feet) COMP
 DN5310  MODELED GRAVITY -    980,689.4   (mgal)                       NAVD 88
 DN5310
 DN5310  VERT ORDER      -  SECOND    CLASS I
 DN5310
 DN5310.The horizontal coordinates were determined by differentially corrected
 DN5310.hand held GPS observations or other comparable positioning techniques
 DN5310.and have an estimated accuracy of +/- 3 meters.
 DN5310
 DN5310.The orthometric height was determined by differential leveling and
 DN5310.adjusted by the WI DEPT OF TRANSP
 DN5310.in May 2012.
 DN5310
 DN5310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5310.GEOID18 height accuracy estimate available here.
 DN5310
 DN5310.Click photographs - Photos may exist for this station.
 DN5310
 DN5310.The dynamic height is computed by dividing the NAVD 88
 DN5310.geopotential number by the normal gravity value computed on the
 DN5310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5310.degrees latitude (g = 980.6199 gals.).
 DN5310
 DN5310.The modeled gravity was interpolated from observed gravity values.
 DN5310
 DN5310;                    North         East    Units  Estimated Accuracy
 DN5310;SPC WI N     -    88,671.3     404,086.0     MT  (+/- 3 meters HH1 GPS) 
 DN5310
 DN5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3668587093(NAD 83)
 DN5310
 DN5310                          SUPERSEDED SURVEY CONTROL
 DN5310
 DN5310.No superseded survey control is available for this station.
 DN5310
 DN5310_MARKER: DD = SURVEY DISK
 DN5310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5310_STAMPING: CLAM RIVER 1 2009
 DN5310_MARK LOGO: WI-013
 DN5310_PROJECTION: FLUSH
 DN5310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5310+STABILITY: SURFACE MOTION
 DN5310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5310+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 DN5310
 DN5310  HISTORY     - Date     Condition        Report By
 DN5310  HISTORY     - 2009     MONUMENTED       WI-013
 DN5310  HISTORY     - 20091104 GOOD             WI-013
 DN5310
 DN5310                          STATION DESCRIPTION
 DN5310
 DN5310'DESCRIBED BY BURNETT COUNTY WISCONSIN 2009 (JET)
 DN5310'TO REACH THIS STATION FROM THE NORTH JUNCTION OF STATE HIGHWAY 35 AND
 DN5310'STATE HIGHWAY 70 JUST NORTH OF THE VILLAGE OF SIREN, GO NORTH ON STATE
 DN5310'HIGHWAY 35 FOR 8.3 MI (13.4 KM) TO COUNTY ROAD U, GO WEST ON COUNTY
 DN5310'ROAD U FOR 3.65 MI (5.9 KM) TO COUNTY ROAD FF, GO NORTH ON COUNTY ROAD
 DN5310'FF FOR 1.02 MI (1.6 KM) TO COUNTY ROAD F, GO WEST ON COUNTY ROAD F FOR
 DN5310'4.4 MI (7.1 KM) TO CLAM DAM ROAD.  CONTINUE SOUTHWEST ON COUNTY ROAD F
 DN5310'FOR 0.71 MI (1.1 KM) TO THE STATION ON THE LEFT.
 DN5310'
 DN5310'THE STATION IS A BURNETT COUNTY BENCH MARK DISK SET IN THE TOP OF A
 DN5310'40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH
 DN5310'THE GROUND AND APPROXIMATELY 0.9 M (3.0 FT) LOWER THAN THE ROAD
 DN5310'SURFACE.
 DN5310'
 DN5310'THE STATION IS 65.0 FT (19.8 M) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DN5310'ROAD F, 33.0 FT (10.1 M) SOUTHEAST OF UTILITY CABLE PEDESTAL
 DN5310'-BFLK-9000-10-, 99.0 FT (30.2 M) NORTHEAST OF POWER POLE -K-23-, 90 FT
 DN5310'(27.4 M) SOUTHEAST OF THE DRIVEWAY TO 10588 COUNTY ROAD F AND IS 1 M
 DN5310'(3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7231 ***********************************************************************
 DN7231  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7231  DESIGNATION -  CLAM RIVER GPS
 DN7231  PID         -  DN7231
 DN7231  STATE/COUNTY-  WI/BURNETT
 DN7231  COUNTRY     -  US
 DN7231  USGS QUAD   -  SIREN WEST (2018)
 DN7231
 DN7231                         *CURRENT SURVEY CONTROL
 DN7231  ______________________________________________________________________
 DN7231* NAD 83(2011) POSITION- 45 51 00.27574(N) 092 28 57.03844(W)   ADJUSTED
 DN7231* NAD 83(2011) ELLIP HT-   275.523 (meters)        (04/15/13)   ADJUSTED
 DN7231* NAD 83(2011) EPOCH   -  2010.00
 DN7231* NAVD 88 ORTHO HEIGHT -   302.17  (meters)      991.4   (feet) GPS OBS
 DN7231  ______________________________________________________________________
 DN7231  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7231  GEOID HEIGHT    -        -26.652 (meters)                     GEOID12A
 DN7231  GEOID HEIGHT    -        -26.648 (meters)                     GEOID18
 DN7231  NAD 83(2011) X  -   -192,770.172 (meters)                     COMP
 DN7231  NAD 83(2011) Y  - -4,446,307.088 (meters)                     COMP
 DN7231  NAD 83(2011) Z  -  4,553,853.802 (meters)                     COMP
 DN7231  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 DN7231
 DN7231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7231  Standards:
 DN7231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7231  -------------------------------------------------------------------
 DN7231  NETWORK    0.76   1.29           0.34   0.27   0.66      0.06016238
 DN7231  -------------------------------------------------------------------
 DN7231  Click here for local accuracies and other accuracy information.
 DN7231
 DN7231.The horizontal coordinates were established by GPS observations
 DN7231.and adjusted by the National Geodetic Survey in April 2013.
 DN7231
 DN7231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7231.been affixed to the stable North American tectonic plate. See 
 DN7231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7231
 DN7231.The horizontal coordinates are valid at the epoch date displayed above
 DN7231.which is a decimal equivalence of Year/Month/Day.
 DN7231
 DN7231.The orthometric height was determined by GPS observations and a
 DN7231.high-resolution geoid model using precise GPS observation and
 DN7231.processing techniques.
 DN7231
 DN7231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7231.GEOID18 height accuracy estimate available here.
 DN7231
 DN7231.Click photographs - Photos may exist for this station.
 DN7231
 DN7231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7231
 DN7231.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7231
 DN7231.The ellipsoidal height was determined by GPS observations
 DN7231.and is referenced to NAD 83.
 DN7231
 DN7231. The following values were computed from the NAD 83(2011) position.
 DN7231
 DN7231;                    North         East     Units Scale Factor Converg.
 DN7231;SPC WI N     -    78,969.653   407,216.797   MT  0.99996064   -1 47 26.9
 DN7231;SPC WI N     -   259,086.27  1,336,010.44   sFT  0.99996064   -1 47 26.9
 DN7231;UTM  15      - 5,077,520.384   540,178.466   MT  0.99961985   +0 22 16.7
 DN7231
 DN7231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7231!SPC WI N     -   0.99995681  x   0.99996064  =   0.99991745
 DN7231!UTM  15      -   0.99995681  x   0.99961985  =   0.99957667
 DN7231
 DN7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4017877520(NAD 83)
 DN7231
 DN7231                          SUPERSEDED SURVEY CONTROL
 DN7231
 DN7231  NAD 83(2007)-  45 51 00.27586(N)    092 28 57.03907(W) AD(2002.00) 1
 DN7231  ELLIP H (04/06/12)  275.549  (m)                       GP(2002.00) 1 1
 DN7231
 DN7231.Superseded values are not recommended for survey control.
 DN7231
 DN7231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7231.See file dsdata.pdf to determine how the superseded data were derived.
 DN7231
 DN7231_MARKER: DD = SURVEY DISK
 DN7231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7231_STAMPING: CLAM RIVER GPS 2006
 DN7231_MARK LOGO: WIDT
 DN7231_PROJECTION: FLUSH
 DN7231_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7231+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2010
 DN7231
 DN7231  HISTORY     - Date     Condition        Report By
 DN7231  HISTORY     - 2005     MONUMENTED       WIDT
 DN7231  HISTORY     - 20100803 GOOD             WIDT
 DN7231
 DN7231                          STATION DESCRIPTION
 DN7231
 DN7231'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7231'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN7231'HIGHWAY D APPROXIMATELY 2 MI (3.2 KM) SOUTH OF THE VILLAGE OF WEBSTER,
 DN7231'GO WEST THEN SOUTH THEN WEST ON COUNTY HIGHWAY D FOR 6.1 MI (9.8 KM)
 DN7231'TO COUNTY HIGHWAY D CURVING LEFT AND ICEHOUSE BRIDGE ROAD RIGHT.  TURN
 DN7231'RIGHT AND GO NORTH ON ICEHOUSE BRIDGE ROAD FOR 0.90 MI (1.4 KM) TO A
 DN7231'SAND/GRAVEL PIT ENTRANCE AT 25750 RIGHT AND THE STATION ON THE RIGHT.
 DN7231'
 DN7231'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7231'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7231'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7231'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7231'11.9 M (39.0 FT) EAST OF THE CENTERLINE OF ICEHOUSE BRIDGE ROAD, 16.6
 DN7231'M (54.5 FT) SOUTH OF THE CENTERLINE OF ENTRANCE -25750- AND IS 1 M
 DN7231'(3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DN7231'STATION.
 DN7231'
 DN7231'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7231'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1091 ***********************************************************************
 PN1091  DESIGNATION -  CLAR
 PN1091  PID         -  PN1091
 PN1091  STATE/COUNTY-  WI/PORTAGE
 PN1091  COUNTRY     -  US
 PN1091  USGS QUAD   -  ARNOTT (2018)
 PN1091
 PN1091                         *CURRENT SURVEY CONTROL
 PN1091  ______________________________________________________________________
 PN1091* NAD 83(1991) POSITION- 44 24 22.31848(N) 089 28 09.46498(W)   ADJUSTED
 PN1091* NAVD 88 ORTHO HEIGHT -   359.4   (meters)     1179.    (feet) VERTCON3
 PN1091  ______________________________________________________________________
 PN1091  GEOID HEIGHT    -        -35.943 (meters)                     GEOID18
 PN1091  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 PN1091  HORZ ORDER      -  FIRST
 PN1091
 PN1091.The horizontal coordinates were established by classical geodetic methods
 PN1091.and adjusted by the National Geodetic Survey in November 1991.
 PN1091
 PN1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1091
 PN1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1091.GEOID18 height accuracy estimate available here.
 PN1091
 PN1091.Click photographs - Photos may exist for this station.
 PN1091
 PN1091.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1091
 PN1091. The following values were computed from the NAD 83(1991) position.
 PN1091
 PN1091;                    North         East     Units Scale Factor Converg.
 PN1091;SPC WI C     -    63,793.919   642,272.889   MT  0.99997414   +0 22 28.0
 PN1091;SPC WI C     -   209,297.22  2,107,190.30   sFT  0.99997414   +0 22 28.0
 PN1091;UTM  16      - 4,919,955.797   303,380.717   MT  1.00007545   -1 43 42.3
 PN1091
 PN1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1091!SPC WI C     -   0.99994929  x   0.99997414  =   0.99992343
 PN1091!UTM  16      -   0.99994929  x   1.00007545  =   1.00002473
 PN1091
 PN1091:                Primary Azimuth Mark                     Grid Az
 PN1091:SPC WI C     -  PLOVER RM 3                              307 03 07.8
 PN1091:UTM  16      -  PLOVER RM 3                              309 09 18.1
 PN1091
 PN1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0338019955(NAD 83)
 PN1091
 PN1091|---------------------------------------------------------------------|
 PN1091| PID    Reference Object                     Distance      Geod. Az  |
 PN1091|                                                           dddmmss.s |
 PN1091| PN1090 ARNOTT MAST                         APPROX. 6.8 KM 0472410.0 |
 PN1091| CI7818 CLAR RM 1                            15.959 METERS 07918     |
 PN1091| PN1095 PLOVER RM 3                         APPROX. 9.3 KM 3072535.8 |
 PN1091| CI7819 CLAR RM 2                            18.446 METERS 32509     |
 PN1091| PN1092 PLOVER DEL MONTE CORP TANK          APPROX. 6.8 KM 3255534.0 |
 PN1091|---------------------------------------------------------------------|
 PN1091
 PN1091                          SUPERSEDED SURVEY CONTROL
 PN1091
 PN1091  NAD 83(1986)-  44 24 22.31649(N)    089 28 09.47435(W) AD(       ) 1
 PN1091  NAD 27      -  44 24 22.42103(N)    089 28 09.05948(W) AD(       ) 1
 PN1091  NGVD 29 (07/19/86)  359.4    (m)         1179.     (f) VERT ANG       
 PN1091
 PN1091.Superseded values are not recommended for survey control.
 PN1091
 PN1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1091.See file dsdata.pdf to determine how the superseded data were derived.
 PN1091
 PN1091_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1091_STAMPING: CLAR 1980
 PN1091_MARK LOGO: NGS
 PN1091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1091+STABILITY: SURFACE MOTION
 PN1091
 PN1091  HISTORY     - Date     Condition        Report By
 PN1091  HISTORY     - 1980     MONUMENTED       NGS
 PN1091  HISTORY     - 19950904 GOOD             USPSQD
 PN1091  HISTORY     - 20001021 MARK NOT FOUND   USPSQD
 PN1091
 PN1091                          STATION DESCRIPTION
 PN1091
 PN1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1091'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTH-NORTHWEST OF ALMOND,
 PN1091'9-1/2 MILES WEST-SOUTHWEST OF AMHERST, 5-1/2 MILES SOUTHEAST OF
 PN1091'PLOVER.  OWNERSHIP--MR. CLARENCE KENOWSKI, ROUTE NUMBER 1, BOX 246,
 PN1091'PLOVER, WISCONSIN, 54467 (PHONE NUMBER 344-2703).
 PN1091'
 PN1091'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 PN1091'HIGHWAY 54 ABOUT 1.5 MILES SOUTHEAST OF PLOVER, GO SOUTHEAST ON
 PN1091'HIGHWAY 54 FOR 2.55 MILES TO A FORK AT THE JUNCTION OF COUNTY ROUTES
 PN1091'JJ AND BB.  TAKE THE LEFT FORK AND GO SOUTHEAST ON STATE HIGHWAY 54
 PN1091'AND COUNTY ROUTE JJ FOR 0.2 MILE TO A FORK AT THE JUNCTION OF COUNTY
 PN1091'ROUTE JJ.  TAKE THE LEFT FORK AND GO 0.1 MILE TO A DIRT ROAD ON THE
 PN1091'LEFT AT FIRE NO. F-138.  TURN LEFT AND GO NORTHERLY ON THE DIRT ROAD
 PN1091'FOR 0.15 MILE TO A HOUSE.  FROM HOUSE GO NORTH ALONG WEST SIDE OF BARN
 PN1091'FOR 0.05 MILE TO A WIRE GATE AT AT THE NORTHWEST CORNER OF A SHED JUST
 PN1091'NORTH OF THE BARN.  PASS THROUGH THE GATE, TURN RIGHT INTO BARN LOT
 PN1091'AND GO ABOUT 100 FEET TO A GATE IN THE NORTHEAST CORNER OF THE LOT.
 PN1091'PAST THROUGH GATE AND GO EAST-NORTHEAST IN A LANE FOR 0.05 MILE TO THE
 PN1091'END OF LANE.  TURN LEFT THROUGH FENCE AND GO NORTH ALONG A FENCE LINE
 PN1091'FOR 0.05 MILE TO THE STATION SITE AS DESCRIBED.
 PN1091'
 PN1091'THE STATION IS A STANDARD NGS DISK STAMPED---CLAR 1980---, SET INTO
 PN1091'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 6 CM
 PN1091'ABOVE THE GROUND.  IT IS LOCATED 13.4 METERS (44 FT) EAST-SOUTHEAST
 PN1091'FROM A NORTH-SOUTH FENCELINE, 9.4 METERS (31 FT) WEST-NORTHWEST FROM A
 PN1091'NORTH-SOUTH FENCELINE, AND 3.0 METERS (10 FT) SOUTHEAST FROM A 3 FEET
 PN1091'BY 4 FEET BOULDER PROJECTING 1 FOOT.
 PN1091'
 PN1091'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---CLAR 1980---,
 PN1091'SET INTO AN IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 PN1091'
 PN1091'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 PN1091'---CLAR NO 1 1980---, SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER
 PN1091'OF 0.6 METERS LARGEST DIMENSION.  IT IS LOCATED 15.8 METERS (52 FT)
 PN1091'WEST FROM A 5 FEET BY 5 FEET BOULDER PROJECTING 1.5 FEET, 13.4 METERS
 PN1091'(43.8 FT) EAST-NORTHEAST FROM A METAL WITNESS POST, 11.0 METERS
 PN1091'(36 FT) SOUTH-SOUTHEAST FROM A 18 INCH OAK TREE, AND 5.8 METERS
 PN1091'(19 FT) EAST FROM A NORTH-SOUTH FENCELINE.  THE MARK IS ABOVE STATION
 PN1091'0.3 METERS.
 PN1091'
 PN1091'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 PN1091'---CLAR NO 2 1980---, SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER
 PN1091'OF 0.9 METERS LARGEST DIMENSION.  IT IS LOCATED 6.7 METERS (22 FT)
 PN1091'SOUTHWEST FROM A 24 INCH OAK TREE, 2.1 METERS (7 FT) EAST FROM A
 PN1091'NORTH-SOUTH FENCELINE, AND 2.1 METERS (6.9 FT) EAST FROM A METAL
 PN1091'WITNESS POST.  THE MARK IS LEVEL WITH STATION.
 PN1091'
 PN1091'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.5 METERS.
 PN1091
 PN1091                          STATION RECOVERY (1995)
 PN1091
 PN1091'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1091'RECOVERED IN GOOD CONDITION.
 PN1091
 PN1091                          STATION RECOVERY (2000)
 PN1091
 PN1091'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN1091'REFERENCE MARK AND STATION NOT FOUND.
 PN1091'REFERENCE MARK FOUND - GOOD. DISCRIPTION CHANGE = 250FT. WEST FROM END
 PN1091'OF LANE AND CORNER OF N-S/E-W FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0612 ***********************************************************************
 PO0612  DESIGNATION -  CLARK CO CTHSE BASE OF STATUE
 PO0612  PID         -  PO0612
 PO0612  STATE/COUNTY-  WI/CLARK
 PO0612  COUNTRY     -  US
 PO0612  USGS QUAD   -  NEILLSVILLE (2018)
 PO0612
 PO0612                         *CURRENT SURVEY CONTROL
 PO0612  ______________________________________________________________________
 PO0612* NAD 83(1991) POSITION- 44 33 36.87306(N) 090 35 38.59959(W)   ADJUSTED
 PO0612  ______________________________________________________________________
 PO0612  GEOID HEIGHT    -        -33.164 (meters)                     GEOID18
 PO0612  LAPLACE CORR    -         -5.39  (seconds)                    DEFLEC18
 PO0612  HORZ ORDER      -  THIRD
 PO0612
 PO0612.The horizontal coordinates were established by classical geodetic methods
 PO0612.and adjusted by the National Geodetic Survey in November 1991.
 PO0612
 PO0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0612.GEOID18 height accuracy estimate available here.
 PO0612
 PO0612.Click photographs - Photos may exist for this station.
 PO0612
 PO0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0612
 PO0612. The following values were computed from the NAD 83(1991) position.
 PO0612
 PO0612;                    North         East     Units Scale Factor Converg.
 PO0612;SPC WI C     -    80,945.309   552,806.212   MT  0.99995582   -0 25 08.9
 PO0612;SPC WI C     -   265,568.07  1,813,665.05   sFT  0.99995582   -0 25 08.9
 PO0612;UTM  15      - 4,936,916.487   691,071.068   MT  1.00004898   +1 41 19.2
 PO0612
 PO0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9107136916(NAD 83)
 PO0612
 PO0612                          SUPERSEDED SURVEY CONTROL
 PO0612
 PO0612  NAD 83(1986)-  44 33 36.86986(N)    090 35 38.60801(W) AD(       ) 3
 PO0612  NAD 27      -  44 33 37.00000(N)    090 35 38.12000(W) AD(       ) 3
 PO0612
 PO0612.Superseded values are not recommended for survey control.
 PO0612
 PO0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0612.See file dsdata.pdf to determine how the superseded data were derived.
 PO0612
 PO0612_MARKER: 87 = DOME
 PO0612
 PO0612  HISTORY     - Date     Condition        Report By
 PO0612  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0612
 PO0612                          STATION DESCRIPTION
 PO0612
 PO0612'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0604 ***********************************************************************
 PO0604  DESIGNATION -  CLARK CO INSANE ASYLUM TK
 PO0604  PID         -  PO0604
 PO0604  STATE/COUNTY-  WI/CLARK
 PO0604  COUNTRY     -  US
 PO0604  USGS QUAD   -  OWEN (2018)
 PO0604
 PO0604                         *CURRENT SURVEY CONTROL
 PO0604  ______________________________________________________________________
 PO0604* NAD 83(1991) POSITION- 44 56 47.28490(N) 090 31 26.28462(W)   ADJUSTED
 PO0604  ______________________________________________________________________
 PO0604  GEOID HEIGHT    -        -32.186 (meters)                     GEOID18
 PO0604  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC18
 PO0604  HORZ ORDER      -  THIRD
 PO0604
 PO0604.The horizontal coordinates were established by classical geodetic methods
 PO0604.and adjusted by the National Geodetic Survey in November 1991.
 PO0604
 PO0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0604.GEOID18 height accuracy estimate available here.
 PO0604
 PO0604.Click photographs - Photos may exist for this station.
 PO0604
 PO0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0604
 PO0604. The following values were computed from the NAD 83(1991) position.
 PO0604
 PO0604;                    North         East     Units Scale Factor Converg.
 PO0604;SPC WI C     -   123,823.785   558,651.042   MT  0.99994146   -0 22 10.9
 PO0604;SPC WI C     -   406,245.20  1,832,840.96   sFT  0.99994146   -0 22 10.9
 PO0604;UTM  15      - 4,979,986.269   695,331.031   MT  1.00006918   +1 44 59.0
 PO0604
 PO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9533179986(NAD 83)
 PO0604
 PO0604                          SUPERSEDED SURVEY CONTROL
 PO0604
 PO0604  NAD 83(1986)-  44 56 47.28252(N)    090 31 26.29158(W) AD(       ) 3
 PO0604  NAD 27      -  44 56 47.43000(N)    090 31 25.77000(W) AD(       ) 3
 PO0604
 PO0604.Superseded values are not recommended for survey control.
 PO0604
 PO0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0604.See file dsdata.pdf to determine how the superseded data were derived.
 PO0604
 PO0604_MARKER: 53 = ELEVATED TANK
 PO0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0604+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 PO0604
 PO0604  HISTORY     - Date     Condition        Report By
 PO0604  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0604  HISTORY     - 19941023 GOOD             USPSQD
 PO0604  HISTORY     - 20020921 GOOD             USPSQD
 PO0604  HISTORY     - 20031116 GOOD             USPSQD
 PO0604  HISTORY     - 20050225 GOOD             USPSQD
 PO0604
 PO0604                          STATION DESCRIPTION
 PO0604
 PO0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0604'THE STATION IS THE CENTER OF THE BLACK TANK ON THE GROUNDS
 PO0604'OF THE CLARK COUNTY INSANE HOSPITAL, 1.9 MILES EAST OF OWEN,
 PO0604'ON THE NORTH SIDE OF STATE HIGHWAY 29.  IT IS ABOUT 250 FEET
 PO0604'NORTH OF THE EAST WING OF THE HOSPITAL.  IT IS A CYLINDRICAL
 PO0604'TANK WITH A ROUND BOTTOM AND A CONICAL TOP, WITH A BALL IN THE
 PO0604'CENTER OF THE TOP AND A WEATHER VANE ON THE TOP OF THAT.
 PO0604'THERE IS A WALK AND A GUARD RAIL AROUND THE BOTTOM OF THE
 PO0604'CYLINDRICAL PART OF THE TANK.  THE TANK IS PAINTED BLACK.
 PO0604'IT WAS BUILT IN 1921.  IT IS ABOUT 100 FEET HIGH AND IS QUITE
 PO0604'PROMINENT.
 PO0604
 PO0604                          STATION RECOVERY (1994)
 PO0604
 PO0604'RECOVERY NOTE BY US POWER SQUADRON 1994
 PO0604'RECOVERED IN GOOD CONDITION.
 PO0604
 PO0604                          STATION RECOVERY (2002)
 PO0604
 PO0604'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 PO0604'COMPLEX NOW CALLED CLARK COUNTY HEALTH CARE CENTER. TANK IS NOW
 PO0604'PAINTED SILVER.
 PO0604
 PO0604                          STATION RECOVERY (2003)
 PO0604
 PO0604'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PO0604'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 PO0604'OF HIGHWAY 29 AND COUNTY HIGHWAY X SOUTHEAST OF OWEN, GO NORTH ON CTH
 PO0604'X FOR 0.05 MILE TO WHERE CTH X TURNS WEST (LEFT) AND A FRONTAGE ROAD
 PO0604'TURNS EAST (RIGHT).  TURN EAST ONTO THE FRONTAGE ROAD AND GO EAST
 PO0604'PARALLEL TO HIGHWAY 29 FOR 0.5 MILE TO THE CLARK COUNTY HEALTH CARE
 PO0604'CENTER AND STATION ON THE LEFT.
 PO0604
 PO0604                          STATION RECOVERY (2005)
 PO0604
 PO0604'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PO0604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7249 ***********************************************************************
 DN7249  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7249  DESIGNATION -  CLARK GPS
 DN7249  PID         -  DN7249
 DN7249  STATE/COUNTY-  WI/CLARK
 DN7249  COUNTRY     -  US
 DN7249  USGS QUAD   -  LUBLIN (2018)
 DN7249
 DN7249                         *CURRENT SURVEY CONTROL
 DN7249  ______________________________________________________________________
 DN7249* NAD 83(2011) POSITION- 45 01 01.95810(N) 090 44 22.00199(W)   ADJUSTED
 DN7249* NAD 83(2011) ELLIP HT-   352.403 (meters)        (04/15/13)   ADJUSTED
 DN7249* NAD 83(2011) EPOCH   -  2010.00
 DN7249* NAVD 88 ORTHO HEIGHT -   383.88  (meters)     1259.4   (feet) GPS OBS
 DN7249  ______________________________________________________________________
 DN7249  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7249  GEOID HEIGHT    -        -31.481 (meters)                     GEOID12A
 DN7249  GEOID HEIGHT    -        -31.477 (meters)                     GEOID18
 DN7249  NAD 83(2011) X  -    -58,287.038 (meters)                     COMP
 DN7249  NAD 83(2011) Y  - -4,516,111.219 (meters)                     COMP
 DN7249  NAD 83(2011) Z  -  4,488,949.912 (meters)                     COMP
 DN7249  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 DN7249
 DN7249  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7249  Standards:
 DN7249         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7249            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7249  -------------------------------------------------------------------
 DN7249  NETWORK    0.68   1.25           0.30   0.25   0.64      0.12665852
 DN7249  -------------------------------------------------------------------
 DN7249  Click here for local accuracies and other accuracy information.
 DN7249
 DN7249.The horizontal coordinates were established by GPS observations
 DN7249.and adjusted by the National Geodetic Survey in April 2013.
 DN7249
 DN7249.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7249.been affixed to the stable North American tectonic plate. See 
 DN7249.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7249
 DN7249.The horizontal coordinates are valid at the epoch date displayed above
 DN7249.which is a decimal equivalence of Year/Month/Day.
 DN7249
 DN7249.The orthometric height was determined by GPS observations and a
 DN7249.high-resolution geoid model using precise GPS observation and
 DN7249.processing techniques.
 DN7249
 DN7249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7249.GEOID18 height accuracy estimate available here.
 DN7249
 DN7249.Click photographs - Photos may exist for this station.
 DN7249
 DN7249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7249
 DN7249.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7249
 DN7249.The ellipsoidal height was determined by GPS observations
 DN7249.and is referenced to NAD 83.
 DN7249
 DN7249. The following values were computed from the NAD 83(2011) position.
 DN7249
 DN7249;                    North         East     Units Scale Factor Converg.
 DN7249;SPC WI C     -   131,817.009   541,718.644   MT  0.99994373   -0 31 18.2
 DN7249;SPC WI C     -   432,469.64  1,777,288.58   sFT  0.99994373   -0 31 18.2
 DN7249;UTM  15      - 4,987,348.199   678,113.005   MT  0.99999010   +1 35 57.7
 DN7249
 DN7249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7249!SPC WI C     -   0.99994475  x   0.99994373  =   0.99988848
 DN7249!UTM  15      -   0.99994475  x   0.99999010  =   0.99993485
 DN7249
 DN7249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7811387348(NAD 83)
 DN7249
 DN7249                          SUPERSEDED SURVEY CONTROL
 DN7249
 DN7249  NAD 83(2007)-  45 01 01.95820(N)    090 44 22.00260(W) AD(2002.00) 1
 DN7249  ELLIP H (04/06/12)  352.422  (m)                       GP(2002.00) 1 1
 DN7249
 DN7249.Superseded values are not recommended for survey control.
 DN7249
 DN7249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7249.See file dsdata.pdf to determine how the superseded data were derived.
 DN7249
 DN7249_MARKER: DD = SURVEY DISK
 DN7249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7249_STAMPING: CLARK GPS 2006
 DN7249_MARK LOGO: WIDT
 DN7249_PROJECTION: FLUSH
 DN7249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7249+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2009
 DN7249
 DN7249  HISTORY     - Date     Condition        Report By
 DN7249  HISTORY     - 2005     MONUMENTED       WIDT
 DN7249  HISTORY     - 20090812 GOOD             WIDT
 DN7249
 DN7249                          STATION DESCRIPTION
 DN7249
 DN7249'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN7249'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY
 DN7249'HIGHWAY O APPROXIMATELY 3 MI (4.8 KM) NORTH OF THE CITY OF THORPE, GO
 DN7249'EAST ON COUNTY HIGHWAY O FOR 2.9 MI (4.7 KM) TO BACHELORS AVENUE.
 DN7249'TURN LEFT AND GO NORTH ON BACHELORS AVENUE FOR 1.0 MI (1.6 KM) TO
 DN7249'HICKORY ROAD RIGHT.  TURN RIGHT AND GO EAST ON HICKORY ROAD FOR 29 M
 DN7249'(95.1 FT) TO THE STATION ON THE LEFT.
 DN7249'
 DN7249'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7249'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN7249'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7249'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7249'12.9 M (42.3 FT) NORTH OF THE CENTERLINE OF HICKORY ROAD, 29.3 M (96.1
 DN7249'FT) EAST OF THE CENTERLINE OF BACHELORS AVENUE, 21.1 M (69.2 FT)
 DN7249'EAST-NORTHEAST OF A -STOP- SIGN POST, 17.8 M (58.4 FT) WEST OF A FIELD
 DN7249'ENTRANCE AND 1.0 M (3.3 FT) WEST AND 1.0 M (3.3 FT) EAST OF TWO ORANGE
 DN7249'4X4 PLASTIC GUARD POSTS.
 DN7249'
 DN7249'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7249'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0479 ***********************************************************************
 PM0479  DESIGNATION -  CLARK MILLS
 PM0479  PID         -  PM0479
 PM0479  STATE/COUNTY-  WI/MANITOWOC
 PM0479  COUNTRY     -  US
 PM0479  USGS QUAD   -  CLARKS MILLS (2018)
 PM0479
 PM0479                         *CURRENT SURVEY CONTROL
 PM0479  ______________________________________________________________________
 PM0479* NAD 83(1991) POSITION- 44 07 07.84142(N) 087 51 43.80412(W)   ADJUSTED
 PM0479* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 PM0479  ______________________________________________________________________
 PM0479  GEOID HEIGHT    -        -36.050 (meters)                     GEOID18
 PM0479  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 PM0479  HORZ ORDER      -  SECOND
 PM0479
 PM0479.The horizontal coordinates were established by classical geodetic methods
 PM0479.and adjusted by the National Geodetic Survey in November 1991.
 PM0479
 PM0479.The orthometric height was scaled from a topographic map.
 PM0479
 PM0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0479.GEOID18 height accuracy estimate available here.
 PM0479
 PM0479.Click photographs - Photos may exist for this station.
 PM0479
 PM0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0479
 PM0479. The following values were computed from the NAD 83(1991) position.
 PM0479
 PM0479;                    North         East     Units Scale Factor Converg.
 PM0479;SPC WI S     -   237,585.819   771,107.884   MT  1.00001102   +1 28 08.1
 PM0479;SPC WI S     -   779,479.47  2,529,876.45   sFT  1.00001102   +1 28 08.1
 PM0479;UTM  16      - 4,885,434.153   431,014.505   MT  0.99965853   -0 36 00.8
 PM0479
 PM0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0479!SPC WI S     -   0.99996096  x   1.00001102  =   0.99997198
 PM0479!UTM  16      -   0.99996096  x   0.99965853  =   0.99961950
 PM0479
 PM0479:                Primary Azimuth Mark                     Grid Az
 PM0479:SPC WI S     -  CLARK MILLS AZ MK                        001 28 40.1
 PM0479:UTM  16      -  CLARK MILLS AZ MK                        003 32 49.0
 PM0479
 PM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3101485434(NAD 83)
 PM0479
 PM0479|---------------------------------------------------------------------|
 PM0479| PID    Reference Object                     Distance      Geod. Az  |
 PM0479|                                                           dddmmss.s |
 PM0479| CI7820 CLARK MILLS AZ MK                                  0025648.2 |
 PM0479| CI7821 CLARK MILLS RM 1                     24.987 METERS 01126     |
 PM0479| PM0477 WHITELAW ST MICHAELS CATH CH        APPROX. 4.1 KM 0444032.7 |
 PM0479| PM0456 SILVER LAKE H FAM CONVENT TANK      APPROX.11.2 KM 1190628.3 |
 PM0479| CI7822 CLARK MILLS RM 2                     23.732 METERS 16140     |
 PM0479| PM0485 VALDERS NESTLE CO STACK             APPROX. 6.2 KM 1984637.8 |
 PM0479| PM0482 VALDERS EV LUTHERAN CH SPIRE        APPROX. 8.1 KM 2025231.3 |
 PM0479|---------------------------------------------------------------------|
 PM0479
 PM0479                          SUPERSEDED SURVEY CONTROL
 PM0479
 PM0479  NAD 83(1986)-  44 07 07.83042(N)    087 51 43.79761(W) AD(       ) 2
 PM0479  NAD 27      -  44 07 07.85300(N)    087 51 43.47000(W) AD(       ) 2
 PM0479
 PM0479.Superseded values are not recommended for survey control.
 PM0479
 PM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0479.See file dsdata.pdf to determine how the superseded data were derived.
 PM0479
 PM0479_MARKER: DS = TRIANGULATION STATION DISK
 PM0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0479_STAMPING: CLARK MILLS 1953
 PM0479_MARK LOGO: CGS
 PM0479_PROJECTION: FLUSH
 PM0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0479+STABILITY: SURFACE MOTION
 PM0479
 PM0479  HISTORY     - Date     Condition        Report By
 PM0479  HISTORY     - 1953     MONUMENTED       CGS
 PM0479  HISTORY     - 20030622 MARK NOT FOUND   USPSQD
 PM0479
 PM0479                          STATION DESCRIPTION
 PM0479
 PM0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0479'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF VALDERS, 3 MILES
 PM0479'SOUTHWEST OF WHITELAW 1-1/2 MILES NORTHWEST OF CLARK MILLS AND ON
 PM0479'PROPERTY OF MR. HAROLD PRITZL.  IT IS 99 FEET EAST OF THE SOUTHEAST
 PM0479'CORNER OF A BARN, 83 FEET SOUTHWEST OF A WHITE WITNESS POST, 65
 PM0479'FEET WEST OF THE CENTER OF STATE HIGHWAY 148 AND 27 FEET SOUTH OF
 PM0479'THE CENTER OF A GRAVEL ENTRANCE DRIVE.  THE MARK IS FLUSH AND
 PM0479'THE DISK IS STAMPED CLARK MILLS 1953.
 PM0479'
 PM0479'REFERENCE MARK NO. 1 IS 47 FEET WEST OF THE CENTER OF HIGHWAY 148 AND
 PM0479'4 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 PM0479'DISK IS STAMPED CLARK MILLS NO 1 1953.
 PM0479'
 PM0479'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE CENTER OF HIGHWAY 148 AND
 PM0479'21 FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE
 PM0479'DISK IS STAMPED CLARK MILLS NO 2 1953.
 PM0479'
 PM0479'AZIMUTH MARK IS 87 FEET EAST OF THE CENTER OF HIGHWAY 148, 23 FEET
 PM0479'SOUTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT EAST OF A WHITE
 PM0479'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED CLARK
 PM0479'MILLS 1953.
 PM0479'
 PM0479'TO REACH THE STATION FROM THE POST OFFICE IN VALDERS, GO EAST FOR
 PM0479'0.05 MILE TO MCKINLEY STREET, TURN LEFT AND GO NORTH FOR 0.3 MILE TO
 PM0479'THE JUNCTION OF U.S. HIGHWAY 151 AND STATE HIGHWAY 148.  GO NORTH
 PM0479'ON HIGHWAY 148 FOR 2.2 MILES TO A STEEL BRIDGE IN CLARK MILLS,
 PM0479'CONTINUE AHEAD FOR 1.7 MILES TO THE STATION ON THE LEFT AS
 PM0479'DESCRIBED.
 PM0479'
 PM0479'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON STATE
 PM0479'HIGHWAY 148 FOR 0.3 MILE TO A GRAVEL CROSSROAD AND THE MARK ON THE
 PM0479'RIGHT AS DESCRIBED.
 PM0479'
 PM0479'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0479
 PM0479                          STATION RECOVERY (2003)
 PM0479
 PM0479'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0479'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO5564 ***********************************************************************
 DO5564  DESIGNATION -  CLARKOWSKI
 DO5564  PID         -  DO5564
 DO5564  STATE/COUNTY-  WI/ST CROIX
 DO5564  COUNTRY     -  US
 DO5564  USGS QUAD   -  STILLWATER (2019)
 DO5564
 DO5564                         *CURRENT SURVEY CONTROL
 DO5564  ______________________________________________________________________
 DO5564* NAD 83(2011) POSITION- 45 02 33.96666(N) 092 46 09.97340(W)   ADJUSTED
 DO5564* NAD 83(2011) ELLIP HT-   232.955 (meters)        (11/18/13)   ADJUSTED
 DO5564* NAD 83(2011) EPOCH   -  2010.00
 DO5564* NAVD 88 ORTHO HEIGHT -   261.322 (meters)      857.35  (feet) ADJUSTED
 DO5564  ______________________________________________________________________
 DO5564  GEOID HEIGHT    -        -28.361 (meters)                     GEOID18
 DO5564  NAD 83(2011) X  -   -218,121.835 (meters)                     COMP
 DO5564  NAD 83(2011) Y  - -4,509,120.804 (meters)                     COMP
 DO5564  NAD 83(2011) Z  -  4,490,872.851 (meters)                     COMP
 DO5564  LAPLACE CORR    -        -13.73  (seconds)                    DEFLEC18
 DO5564  DYNAMIC HEIGHT  -        261.313 (meters)      857.32  (feet) COMP
 DO5564  MODELED GRAVITY -    980,575.5   (mgal)                       NAVD 88
 DO5564
 DO5564  VERT ORDER      -  SECOND    CLASS I
 DO5564
 DO5564  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5564  Standards:
 DO5564         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5564            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5564  -------------------------------------------------------------------
 DO5564  NETWORK    0.58   0.71           0.26   0.21   0.36      0.02991146
 DO5564  -------------------------------------------------------------------
 DO5564  Click here for local accuracies and other accuracy information.
 DO5564
 DO5564.The horizontal coordinates were established by GPS observations
 DO5564.and adjusted by the MN DEPT OF TRANSP in November 2013.
 DO5564
 DO5564.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5564.been affixed to the stable North American tectonic plate. See 
 DO5564.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5564
 DO5564.The horizontal coordinates are valid at the epoch date displayed above
 DO5564.which is a decimal equivalence of Year/Month/Day.
 DO5564
 DO5564.The orthometric height was determined by differential leveling and
 DO5564.adjusted by the NATIONAL GEODETIC SURVEY
 DO5564.in May 2016.
 DO5564
 DO5564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5564.GEOID18 height accuracy estimate available here.
 DO5564
 DO5564.Click photographs - Photos may exist for this station.
 DO5564
 DO5564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5564
 DO5564.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5564
 DO5564.The ellipsoidal height was determined by GPS observations
 DO5564.and is referenced to NAD 83.
 DO5564
 DO5564.The dynamic height is computed by dividing the NAVD 88
 DO5564.geopotential number by the normal gravity value computed on the
 DO5564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5564.degrees latitude (g = 980.6199 gals.).
 DO5564
 DO5564.The modeled gravity was interpolated from observed gravity values.
 DO5564
 DO5564. The following values were computed from the NAD 83(2011) position.
 DO5564
 DO5564;                    North         East     Units Scale Factor Converg.
 DO5564;SPC WI C     -   138,112.034   381,855.475   MT  0.99994492   -1 57 14.6
 DO5564;SPC WI C     -   453,122.56  1,252,804.17   sFT  0.99994492   -1 57 14.6
 DO5564;UTM  15      - 4,987,727.312   518,158.363   MT  0.99960405   +0 09 47.4
 DO5564
 DO5564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5564!SPC WI C     -   0.99996348  x   0.99994492  =   0.99990840
 DO5564!UTM  15      -   0.99996348  x   0.99960405  =   0.99956754
 DO5564
 DO5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1815887727(NAD 83)
 DO5564
 DO5564                          SUPERSEDED SURVEY CONTROL
 DO5564
 DO5564  NAVD 88 (06/26/13)  261.326  (m)          857.37   (f) SUPERSEDED  2 1
 DO5564
 DO5564.Superseded values are not recommended for survey control.
 DO5564
 DO5564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5564.See file dsdata.pdf to determine how the superseded data were derived.
 DO5564
 DO5564_MARKER: F = FLANGE-ENCASED ROD
 DO5564_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5564_STAMPING: CLARKOWSKI 2012
 DO5564_MARK LOGO: MNDT
 DO5564_PROJECTION: RECESSED 8 CENTIMETERS
 DO5564_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5564+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DO5564_ROD/PIPE-DEPTH: 16.8 meters
 DO5564
 DO5564  HISTORY     - Date     Condition        Report By
 DO5564  HISTORY     - 20120924 MONUMENTED       MNDT
 DO5564  HISTORY     - 20121115 GOOD             MNDT
 DO5564  HISTORY     - 20140811 GOOD             MNDT
 DO5564  HISTORY     - 20140812 GOOD             MNDT
 DO5564
 DO5564                          STATION DESCRIPTION
 DO5564
 DO5564'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO5564'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHWEST OF SOMERSET,
 DO5564'4.7 MI (7.6 KM) NORTH OF HUDSON AND 4.6 MI (7.4 KM) NORTHWEST OF NORTH
 DO5564'LINE, 4.5 MI (7.2 KM) NORTH OF NORTH HUDSON.
 DO5564'
 DO5564'TO REACH THE MARK GO 4.2 MI (6.8 KM) NORTH AND WEST ALONG TRUNK
 DO5564'HIGHWAY 35 FROM THE JUNCTION OF TRUNK HIGHWAY 35 AND MONROE STREET
 DO5564'NORTH IN NORTH HUDSON.
 DO5564'
 DO5564'THE MARK IS LOCATED 29.2 FT (8.9 M) NORTH OF TRUNK HIGHWAY 35, 32.6 FT
 DO5564'(9.9 M) WEST OF EXTENDED DRIVEWAY, 49.3 FT (15.0 M) SOUTHEAST OF POWER
 DO5564'POLE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DO5564
 DO5564                          STATION RECOVERY (2012)
 DO5564
 DO5564'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DDS)
 DO5564'4.5 MILES NORTH OF NORTH HUDSON, 4.2 MILES NORTH AND WEST ALONG TRUNK
 DO5564'HIGHWAY 35 FROM JUNCTION OF TRUNK HIGHWAY 35 AND MONROE STREET NORTH
 DO5564'IN NORTH HUDSON, 29.2 FEET NORTH OF TRUNK HIGHWAY 35, 32.6 FEET WEST
 DO5564'OF EXTENDED DRIVEWAY, 49.3 FEET SOUTHEAST OF POWER POLE, 1.5 FEET EAST
 DO5564'OF WITNESS POST.
 DO5564
 DO5564                          STATION RECOVERY (2014)
 DO5564
 DO5564'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DO5564'RECOVERED AS DESCRIBED.
 DO5564
 DO5564                          STATION RECOVERY (2014)
 DO5564
 DO5564'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DO5564'RECOVERED AS DESCRIBED.
 DO5564'
 DO5564'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO5564'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO5564'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO5564'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9744 ***********************************************************************
 DF9744  DESIGNATION -  CLARNO E GPS
 DF9744  PID         -  DF9744
 DF9744  STATE/COUNTY-  WI/GREEN
 DF9744  COUNTRY     -  US
 DF9744  USGS QUAD   -  MONROE (2018)
 DF9744
 DF9744                         *CURRENT SURVEY CONTROL
 DF9744  ______________________________________________________________________
 DF9744* NAD 83(2011) POSITION- 42 32 59.38155(N) 089 37 53.86876(W)   ADJUSTED
 DF9744* NAD 83(2011) ELLIP HT-   262.639 (meters)        (06/27/12)   ADJUSTED
 DF9744* NAD 83(2011) EPOCH   -  2010.00
 DF9744* NAVD 88 ORTHO HEIGHT -   296.243 (meters)      971.92  (feet) ADJUSTED
 DF9744  ______________________________________________________________________
 DF9744  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 DF9744  NAD 83(2011) X  -     30,256.615 (meters)                     COMP
 DF9744  NAD 83(2011) Y  - -4,706,011.448 (meters)                     COMP
 DF9744  NAD 83(2011) Z  -  4,290,971.605 (meters)                     COMP
 DF9744  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 DF9744  DYNAMIC HEIGHT  -        296.149 (meters)      971.62  (feet) COMP
 DF9744  MODELED GRAVITY -    980,297.0   (mgal)                       NAVD 88
 DF9744
 DF9744  VERT ORDER      -  SECOND    CLASS I
 DF9744
 DF9744  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9744  Standards:
 DF9744         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9744            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9744  -------------------------------------------------------------------
 DF9744  NETWORK    0.30   0.41           0.13   0.11   0.21     -0.01316673
 DF9744  -------------------------------------------------------------------
 DF9744  Click here for local accuracies and other accuracy information.
 DF9744
 DF9744.The horizontal coordinates were established by GPS observations
 DF9744.and adjusted by the National Geodetic Survey in June 2012.
 DF9744
 DF9744.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9744.been affixed to the stable North American tectonic plate. See 
 DF9744.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9744
 DF9744.The horizontal coordinates are valid at the epoch date displayed above
 DF9744.which is a decimal equivalence of Year/Month/Day.
 DF9744
 DF9744.The orthometric height was determined by differential leveling and
 DF9744.adjusted by the WI DEPT OF TRANSP
 DF9744.in May 2012.
 DF9744
 DF9744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9744.GEOID18 height accuracy estimate available here.
 DF9744
 DF9744.Click photographs - Photos may exist for this station.
 DF9744
 DF9744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9744
 DF9744.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9744
 DF9744.The ellipsoidal height was determined by GPS observations
 DF9744.and is referenced to NAD 83.
 DF9744
 DF9744.The dynamic height is computed by dividing the NAVD 88
 DF9744.geopotential number by the normal gravity value computed on the
 DF9744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9744.degrees latitude (g = 980.6199 gals.).
 DF9744
 DF9744.The modeled gravity was interpolated from observed gravity values.
 DF9744
 DF9744. The following values were computed from the NAD 83(2011) position.
 DF9744
 DF9744;                    North         East     Units Scale Factor Converg.
 DF9744;SPC WI S     -    61,148.789   630,256.753   MT  1.00004205   +0 15 11.2
 DF9744;SPC WI S     -   200,618.99  2,067,767.36   sFT  1.00004205   +0 15 11.2
 DF9744;UTM  16      - 4,714,182.665   283,934.275   MT  1.00017441   -1 46 49.0
 DF9744
 DF9744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9744!SPC WI S     -   0.99995881  x   1.00004205  =   1.00000086
 DF9744!UTM  16      -   0.99995881  x   1.00017441  =   1.00013321
 DF9744
 DF9744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8393414182(NAD 83)
 DF9744
 DF9744                          SUPERSEDED SURVEY CONTROL
 DF9744
 DF9744  NAD 83(2007)-  42 32 59.38157(N)    089 37 53.86965(W) AD(2002.00) 0
 DF9744  ELLIP H (02/10/07)  262.673  (m)                       GP(2002.00)    
 DF9744  NAD 83(1997)-  42 32 59.38140(N)    089 37 53.87007(W) AD(       ) 1
 DF9744  ELLIP H (04/02/04)  262.701  (m)                       GP(       ) 4 1
 DF9744  NAVD 88             296.23   (m)          971.9    (f) LEVELING    3  
 DF9744  NAVD 88 (04/20/07)  296.226  (m)          971.87   (f) SUPERSEDED  2 1
 DF9744  NAVD 88             296.20   (m)          971.8    (f) LEVELING    3  
 DF9744  NAVD 88 (02/25/04)  296.202  (m)          971.79   (f) SUPERSEDED  2 1
 DF9744
 DF9744.Superseded values are not recommended for survey control.
 DF9744
 DF9744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9744.See file dsdata.pdf to determine how the superseded data were derived.
 DF9744
 DF9744_MARKER: DD = SURVEY DISK
 DF9744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9744_STAMPING: CLARNO E GPS 2002
 DF9744_MARK LOGO: WIDT
 DF9744_PROJECTION: FLUSH
 DF9744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9744+STABILITY: SURFACE MOTION
 DF9744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9744+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2021
 DF9744
 DF9744  HISTORY     - Date     Condition        Report By
 DF9744  HISTORY     - 2001     MONUMENTED       WIDT
 DF9744  HISTORY     - 20040413 GOOD             USPSQD
 DF9744  HISTORY     - 2005     GOOD             WIDT
 DF9744  HISTORY     - 20060420 GOOD             JCLS
 DF9744  HISTORY     - 20070912 GOOD             WIDT
 DF9744  HISTORY     - 20090901 GOOD             MCCLUR
 DF9744  HISTORY     - 20210812 GOOD             ILDT
 DF9744
 DF9744                          STATION DESCRIPTION
 DF9744
 DF9744'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9744'THE STATION IS LOCATED ABOUT 24 KM SOUTHWEST OF BRODHEAD AND 6 KM
 DF9744'SOUTH OF MONROE. OWNERSHIP--TOWN OF CLARNO.  TO REACH THE STATION
 DF9744'FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 69 SOUTH AND
 DF9744'STATE HIGHWAY 81 NORTH IN THE CITY OF MONROE, GO SOUTH ON STATE
 DF9744'HIGHWAY 69 FOR 7.5 KM TO COUNTY HIGHWAY B ON THE RIGHT AND TOWN
 DF9744'CENTER ROAD ON THE LEFT, TURN LEFT AND GO EAST ON TOWN CENTER ROAD
 DF9744'FOR 2.4 KM TO JEFFERY ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON
 DF9744'JEFFERY ROAD FOR 0.2 KM TO THE STATION ON THE RIGHT.  THE STATION IS
 DF9744'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9744'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9744'SET TO A DEPTH OF 1.2 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DF9744'STATION IS 6.7 M EAST OF THE CENTERLINE OF JEFFERY ROAD, 0.8 KM SOUTH
 DF9744'OF PRIVATE ENTRANCE --N1539 AND N1545--, AND 1 M WEST OF A CULTIVATED
 DF9744'FIELD.    ---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF THREE
 DF9744'ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9744'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9744'HORIZON.
 DF9744
 DF9744                          STATION RECOVERY (2004)
 DF9744
 DF9744'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9744'RECOVERED IN GOOD CONDITION.
 DF9744
 DF9744                          STATION RECOVERY (2005)
 DF9744
 DF9744'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 DF9744'RECOVERED AS DESCRIBED.
 DF9744
 DF9744                          STATION RECOVERY (2006)
 DF9744
 DF9744'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 DF9744'RECOVERED IN GOOD CONDITION.
 DF9744
 DF9744                          STATION RECOVERY (2007)
 DF9744
 DF9744'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9744'RECOVERED IN GOOD CONDITION.
 DF9744
 DF9744                          STATION RECOVERY (2009)
 DF9744
 DF9744'RECOVERY NOTE BY MCCLURE ENGINEERING 2009 (BSC)
 DF9744'RECOVERED IN GOOD CONDITION.
 DF9744
 DF9744                          STATION RECOVERY (2021)
 DF9744
 DF9744'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2021 (RI)
 DF9744'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0753 ***********************************************************************
 PO0753  DESIGNATION -  CLAUDE
 PO0753  PID         -  PO0753
 PO0753  STATE/COUNTY-  WI/DUNN
 PO0753  COUNTRY     -  US
 PO0753  USGS QUAD   -  ROCK FALLS (2018)
 PO0753
 PO0753                         *CURRENT SURVEY CONTROL
 PO0753  ______________________________________________________________________
 PO0753* NAD 83(1996) POSITION- 44 43 31.81368(N) 091 42 45.45850(W)   ADJUSTED
 PO0753* NAVD 88 ORTHO HEIGHT -   292.8   (meters)      961.    (feet) VERTCON3
 PO0753  ______________________________________________________________________
 PO0753  GEOID HEIGHT    -        -30.692 (meters)                     GEOID18
 PO0753  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 PO0753  HORZ ORDER      -  SECOND
 PO0753
 PO0753.The horizontal coordinates were established by classical geodetic methods
 PO0753.and adjusted by the National Geodetic Survey in March 1999.
 PO0753
 PO0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0753
 PO0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0753.GEOID18 height accuracy estimate available here.
 PO0753
 PO0753.Click photographs - Photos may exist for this station.
 PO0753
 PO0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0753
 PO0753. The following values were computed from the NAD 83(1996) position.
 PO0753
 PO0753;                    North         East     Units Scale Factor Converg.
 PO0753;SPC WI C     -   100,567.001   464,339.188   MT  0.99994415   -1 12 30.2
 PO0753;SPC WI C     -   329,943.57  1,523,419.49   sFT  0.99994415   -1 12 30.2
 PO0753;UTM  15      - 4,953,264.137   601,948.049   MT  0.99972781   +0 54 21.7
 PO0753
 PO0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0753!SPC WI C     -   0.99995890  x   0.99994415  =   0.99990305
 PO0753!UTM  15      -   0.99995890  x   0.99972781  =   0.99968672
 PO0753
 PO0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0194853264(NAD 83)
 PO0753
 PO0753|---------------------------------------------------------------------|
 PO0753| PID    Reference Object                     Distance      Geod. Az  |
 PO0753|                                                           dddmmss.s |
 PO0753| CI7825 CLAUDE RM 1                          18.595 METERS 07951     |
 PO0753| CI7826 CLAUDE RM 2                           6.945 METERS 31535     |
 PO0753|---------------------------------------------------------------------|
 PO0753
 PO0753                          SUPERSEDED SURVEY CONTROL
 PO0753
 PO0753  NAD 83(1991)-  44 43 31.81188(N)    091 42 45.45765(W) AD(       ) 2
 PO0753  NAD 83(1986)-  44 43 31.80632(N)    091 42 45.47234(W) AD(       ) 2
 PO0753  NAD 27      -  44 43 31.94664(N)    091 42 44.86877(W) AD(       ) 2
 PO0753  NGVD 29 (07/19/86)  292.8    (m)          961.     (f) VERT ANG       
 PO0753
 PO0753.Superseded values are not recommended for survey control.
 PO0753
 PO0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0753.See file dsdata.pdf to determine how the superseded data were derived.
 PO0753
 PO0753_MARKER: DD = SURVEY DISK
 PO0753_SETTING: 66 = SET IN ROCK OUTCROP
 PO0753_STAMPING: ET CLAUDE 1972
 PO0753_MARK LOGO: USGS
 PO0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PO0753+STABILITY: POSITION/ELEVATION WELL
 PO0753
 PO0753  HISTORY     - Date     Condition        Report By
 PO0753  HISTORY     - 1972     MONUMENTED       USGS
 PO0753
 PO0753                          STATION DESCRIPTION
 PO0753
 PO0753'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PO0753'STATION IS ABOUT 0.5 MI. N. AND 0.6 MI. W. OF JUNCTIONS OF STATE
 PO0753'HIGHWAY 85 AND COUNTY HIGHWAY O, AT W. EDGE OF ROCK FALLS, T. 26
 PO0753'N., R. 11 W., NEAR NE. COR. SEC. 21.
 PO0753'
 PO0753'TO REACH FROM JUNCTIONS OF STATE HIGHWAY 85 AND COUNTY HIGHWAY O
 PO0753'IN ROCK FALLS.  GO 0.1 MI. N. ON COUNTY HIGHWAY O TO T-RD. W.,
 PO0753'CONTINUE W. ON T-RD. 0.5 MI. TO T-RD. N., TURN N. ON T-RD. AND
 PO0753'DRIVE 0.4 MI. TO PROMINENT HILL ON LEFT.  PARK TRUCK AND WALK DUE
 PO0753'W. ABOUT 400 FT. TO STATION ON HILL.
 PO0753'
 PO0753'STATION MARK STAMPED ET CLAUDE 1972 IS ON PROMINENT BARE HILL
 PO0753'AND SET IN 3 FT. X 4 FT. EXPOSED BEDROCK, LOCATED 6 FT. DUE N. OF
 PO0753'TOP OF HILL, AND 30 FT. S. AND 9 FT. W. OF LONE PINE TREE.
 PO0753'
 PO0753'REFERENCE MARK NO. 1 STAMPED CLAUDE NO 1 1972 IS ABOUT 61
 PO0753'FT. ENE. OF STATION AND ABOUT 63 FT. ENE. OF TOP OF HILL, FLUSH
 PO0753'WITH GROUND AND SET IN EXPOSED BEDROCK ABOUT 2 FT. X 6 FT. IN
 PO0753'SIZE.  LOCATED ABOUT 25 FT. S. AND 52 FT. E. OF LONE PINE TREE.
 PO0753'
 PO0753'REFERENCE MARK NO. 2 STAMPED CLAUDE NO 2 1972 IS ABOUT 23
 PO0753'FT. NW. OF STATION AND ABOUT 28 FT. NW. OF TOP OF HILL, FLUSH
 PO0753'WITH GROUND AND SET IN EXPOSED BEDROCK ABOUT 6 FT. X 7 FT. IN
 PO0753'SIZE.  LOCATED ABOUT 14 FT. S. AND 23 FT. W. OF LONE PINE TREE.
 PO0753'
 PO0753'ALL MARKS ARE STANDARD TABLETS SET IN EXPOSED BEDROCK.
 PO0753'
 PO0753'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0003 ***********************************************************************
 PN0003  DESIGNATION -  CLAY
 PN0003  PID         -  PN0003
 PN0003  STATE/COUNTY-  WI/OCONTO
 PN0003  COUNTRY     -  US
 PN0003  USGS QUAD   -  GILLETT (2018)
 PN0003
 PN0003                         *CURRENT SURVEY CONTROL
 PN0003  ______________________________________________________________________
 PN0003* NAD 83(1991) POSITION- 44 58 58.36020(N) 088 21 49.75308(W)   ADJUSTED
 PN0003* NAVD 88 ORTHO HEIGHT -   256.808 (meters)      842.54  (feet) ADJUSTED
 PN0003  ______________________________________________________________________
 PN0003  GEOID HEIGHT    -        -36.104 (meters)                     GEOID18
 PN0003  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 PN0003  DYNAMIC HEIGHT  -        256.782 (meters)      842.46  (feet) COMP
 PN0003  MODELED GRAVITY -    980,511.7   (mgal)                       NAVD 88
 PN0003
 PN0003  HORZ ORDER      -  FIRST
 PN0003  VERT ORDER      -  FIRST     CLASS II
 PN0003
 PN0003.The horizontal coordinates were established by classical geodetic methods
 PN0003.and adjusted by the National Geodetic Survey in November 1991.
 PN0003
 PN0003.The orthometric height was determined by differential leveling and
 PN0003.adjusted by the NATIONAL GEODETIC SURVEY
 PN0003.in June 1991.
 PN0003
 PN0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0003.GEOID18 height accuracy estimate available here.
 PN0003
 PN0003.Click photographs - Photos may exist for this station.
 PN0003
 PN0003.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0003
 PN0003.The dynamic height is computed by dividing the NAVD 88
 PN0003.geopotential number by the normal gravity value computed on the
 PN0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0003.degrees latitude (g = 980.6199 gals.).
 PN0003
 PN0003.The modeled gravity was interpolated from observed gravity values.
 PN0003
 PN0003. The following values were computed from the NAD 83(1991) position.
 PN0003
 PN0003;                    North         East     Units Scale Factor Converg.
 PN0003;SPC WI C     -   129,036.362   729,029.849   MT  0.99994244   +1 09 16.0
 PN0003;SPC WI C     -   423,346.80  2,391,825.43   sFT  0.99994244   +1 09 16.0
 PN0003;UTM  16      - 4,981,953.034   392,478.067   MT  0.99974216   -0 57 51.0
 PN0003
 PN0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0003!SPC WI C     -   0.99996540  x   0.99994244  =   0.99990784
 PN0003!UTM  16      -   0.99996540  x   0.99974216  =   0.99970757
 PN0003
 PN0003:                Primary Azimuth Mark                     Grid Az
 PN0003:SPC WI C     -  HANSEN                                   158 27 13.5
 PN0003:UTM  16      -  HANSEN                                   160 34 20.5
 PN0003
 PN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9247881953(NAD 83)
 PN0003
 PN0003|---------------------------------------------------------------------|
 PN0003| PID    Reference Object                     Distance      Geod. Az  |
 PN0003|                                                           dddmmss.s |
 PN0003| PN0004 HANSEN                              APPROX. 1.9 KM 1593629.5 |
 PN0003| CI7827 CLAY RM                              20.195 METERS 17416     |
 PN0003|---------------------------------------------------------------------|
 PN0003
 PN0003                          SUPERSEDED SURVEY CONTROL
 PN0003
 PN0003  NAD 83(1986)-  44 58 58.39860(N)    088 21 49.73217(W) AD(       ) 1
 PN0003  NAD 27      -  44 58 58.42600(N)    088 21 49.38100(W) AD(       ) 1
 PN0003  USSD        -  44 58 58.55100(N)    088 21 49.18600(W) AD(       ) 3
 PN0003  NGVD 29 (??/??/92)  256.817  (m)          842.57   (f) ADJ UNCH    1 2
 PN0003  NGVD 29             256.82   (m)          842.6    (f) LEVELING    3  
 PN0003
 PN0003.Superseded values are not recommended for survey control.
 PN0003
 PN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0003.See file dsdata.pdf to determine how the superseded data were derived.
 PN0003
 PN0003_MARKER: DS = TRIANGULATION STATION DISK
 PN0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0003_STAMPING: CLAY 1921
 PN0003_MARK LOGO: CGS
 PN0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0003+STABILITY: SURFACE MOTION
 PN0003
 PN0003  HISTORY     - Date     Condition        Report By
 PN0003  HISTORY     - 1921     MONUMENTED       CGS
 PN0003  HISTORY     - 1921     GOOD             CGS
 PN0003  HISTORY     - 1934     GOOD             CGS
 PN0003  HISTORY     - 1955     MARK NOT FOUND   USGS
 PN0003  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0003  HISTORY     - 20051130 MARK NOT FOUND   WIDT
 PN0003
 PN0003                          STATION DESCRIPTION
 PN0003
 PN0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0003'STATION IS ABOUT 1-1/8 MILES S OF SURING, 375 METERS N OF ROAD
 PN0003'CROSSING, 375 METERS S OF STATION ONE MILE SIGNBOARD ON TOP OF
 PN0003'FIRST RISE S OF SURING ON THE W SIDE OF THE CHICAGO AND
 PN0003'NORTHWESTERN RAILWAY, 10.23 METERS (33.57 FEET) W OF THE W RAIL.
 PN0003'
 PN0003'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 PN0003'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 PN0003'
 PN0003'UNDERGROUND MARK IS A STANDARD REFERENCE MARK TABLET, SET IN
 PN0003'CONCRETE.
 PN0003'
 PN0003'REFERENCE MARK IS ON THE W SIDE OF THE TRACK 0.2 METER E OF
 PN0003'THE PROPERTY FENCE LINE.
 PN0003'
 PN0003'(RAIL DISTANCE MEASURED AT 20 DEG VERTICAL ANGLE.)
 PN0003
 PN0003                          STATION RECOVERY (1921)
 PN0003
 PN0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0003'1.1 MI S FROM SURING.
 PN0003'1-1/8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PN0003'FROM SURING, OCONTO COUNTY, 410 YARDS NORTH OF A ROAD CROSSING,
 PN0003'410 YARDS SOUTH OF A STATION-ONE-MILE SIGN, AT THE TOP OF THE
 PN0003'FIRST RISE SOUTH OF SURING, AND 33.6 FEET (SLOPE DISTANCE) WEST
 PN0003'OF THE WEST RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 PN0003'CLAY 1921 AND SET IN THE TOP OF A CONCRETE POST.
 PN0003
 PN0003                          STATION RECOVERY (1934)
 PN0003
 PN0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0003'RECOVERED IN GOOD CONDITION.
 PN0003
 PN0003                          STATION RECOVERY (1955)
 PN0003
 PN0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PN0003'STATION WAS SEARCHED FOR BUT NOT FOUND.  HILL WHERE STATION WAS
 PN0003'DESCRIBED SEEMS TO HAVE BEEN CUT DOWN.
 PN0003
 PN0003                          STATION RECOVERY (1985)
 PN0003
 PN0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0003'MARK NOT FOUND.
 PN0003
 PN0003                          STATION RECOVERY (2005)
 PN0003
 PN0003'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0003'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT, BUT
 PN0003'NO EVIDENCE OF THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1023 ***********************************************************************
 OM1023  DESIGNATION -  CLAY
 OM1023  PID         -  OM1023
 OM1023  STATE/COUNTY-  WI/DANE
 OM1023  COUNTRY     -  US
 OM1023  USGS QUAD   -  COLUMBUS (2018)
 OM1023
 OM1023                         *CURRENT SURVEY CONTROL
 OM1023  ______________________________________________________________________
 OM1023* NAD 83(1991) POSITION- 43 15 38.47149(N) 089 06 53.96797(W)   ADJUSTED
 OM1023* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 OM1023  ______________________________________________________________________
 OM1023  GEOID HEIGHT    -        -34.911 (meters)                     GEOID18
 OM1023  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 OM1023  HORZ ORDER      -  THIRD
 OM1023
 OM1023.The horizontal coordinates were established by classical geodetic methods
 OM1023.and adjusted by the National Geodetic Survey in November 1991.
 OM1023
 OM1023.The orthometric height was scaled from a topographic map.
 OM1023
 OM1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1023.GEOID18 height accuracy estimate available here.
 OM1023
 OM1023.Click photographs - Photos may exist for this station.
 OM1023
 OM1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1023
 OM1023. The following values were computed from the NAD 83(1991) position.
 OM1023
 OM1023;                    North         East     Units Scale Factor Converg.
 OM1023;SPC WI S     -   140,431.254   671,852.672   MT  0.99993554   +0 36 29.1
 OM1023;SPC WI S     -   460,731.54  2,204,236.64   sFT  0.99993554   +0 36 29.1
 OM1023;UTM  16      - 4,791,936.070   328,338.708   MT  0.99996250   -1 26 59.3
 OM1023
 OM1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1023!SPC WI S     -   0.99996314  x   0.99993554  =   0.99989868
 OM1023!UTM  16      -   0.99996314  x   0.99996250  =   0.99992564
 OM1023
 OM1023:                Primary Azimuth Mark                     Grid Az
 OM1023:SPC WI S     -  CLAY AZ MK                               046 52 49.4
 OM1023:UTM  16      -  CLAY AZ MK                               048 56 17.8
 OM1023
 OM1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2833891936(NAD 83)
 OM1023
 OM1023|---------------------------------------------------------------------|
 OM1023| PID    Reference Object                     Distance      Geod. Az  |
 OM1023|                                                           dddmmss.s |
 OM1023| CI8379 CLAY RM 1                            12.298 METERS 04249     |
 OM1023| CI8378 CLAY AZ MK                                         0472918.5 |
 OM1023| OM1039 MARSHALL MUNICIPAL TANK             APPROX.10.8 KM 1580748.0 |
 OM1023| CI8380 CLAY RM 2                            25.072 METERS 29428     |
 OM1023|---------------------------------------------------------------------|
 OM1023
 OM1023                          SUPERSEDED SURVEY CONTROL
 OM1023
 OM1023  NAD 83(1986)-  43 15 38.46305(N)    089 06 53.97299(W) AD(       ) 3
 OM1023  NAD 27      -  43 15 38.49140(N)    089 06 53.57620(W) AD(       ) 3
 OM1023
 OM1023.Superseded values are not recommended for survey control.
 OM1023
 OM1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1023.See file dsdata.pdf to determine how the superseded data were derived.
 OM1023
 OM1023_MARKER: DS = TRIANGULATION STATION DISK
 OM1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1023_STAMPING: CLAY 1958
 OM1023_MARK LOGO: CGS
 OM1023_PROJECTION: FLUSH
 OM1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1023+STABILITY: SURFACE MOTION
 OM1023
 OM1023  HISTORY     - Date     Condition        Report By
 OM1023  HISTORY     - 1958     MONUMENTED       CGS
 OM1023
 OM1023                          STATION DESCRIPTION
 OM1023
 OM1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1023'THE STATION IS ABOUT 7 MILES NORTHWEST OF MARSHALL, 6 MILES
 OM1023'SOUTHWEST OF COLUMBUS, AND 7.5 MILES NORTHEAST OF SUN PRAIRIE
 OM1023'ON THE PROPERTY OF MR. ALVIN DERR.  IT IS 38 FEET SOUTHEAST OF
 OM1023'THE CENTERLINE OF U.S. HIGHWAY 151, 5 FEET SOUTHEAST OF A
 OM1023'WIRE FENCE, 6 FEET SOUTHEAST OF A WHITE WITNESS POST AND
 OM1023'14 FEET NORTH OF A 30 INCH ASH TREE.  THE MONUMENT IS FLUSH
 OM1023'AND THE DISK IS STAMPED CLAY 1958.
 OM1023'
 OM1023'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 151
 OM1023'AND STATE HIGHWAY 19 (MAIN AND CENTER STREETS) IN SUN PRAIRIE,
 OM1023'GO NORTHEAST ON HIGHWAY 151 FOR 5.6 MILES TO A PAVED CROSSROAD
 OM1023'(COUNTY ROAD VV).  CONTINUE NORTHEAST ON HIGHWAY 151 FOR 2.1
 OM1023'MILES TO THE STATION ON THE RIGHT.
 OM1023'
 OM1023'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 OM1023'HIGHWAY 151 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 OM1023'
 OM1023'REFERENCE MARK 1 IS 6 INCHES NORTHWEST OF A WIRE FENCE, 38 FEET
 OM1023'NORTHEAST OF A WHITE WITNESS POST, AND 33 FEET SOUTHEAST OF THE
 OM1023'CENTERLINE OF HIGHWAY 151.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM1023'STAMPED CLAY NO 1 1958.
 OM1023'
 OM1023'REFERENCE MARK 2 IS 6 INCHES SOUTHEAST OF A WIRE FENCE AND 34
 OM1023'FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 151.  THE MONUMENT
 OM1023'IS FLUSH AND THE DISK IS STAMPED CLAY NO 2 1958.
 OM1023'
 OM1023'THE AZIMUTH MARK IS 33 FEET NORTHWEST OF THE CENTERLINE OF
 OM1023'HIGHWAY 151, 2 FEET SOUTHWEST OF A WHITE WITNESS POST, 49
 OM1023'FEET SOUTHWEST OF A POWERLINE POLE, AND 2 FEET SOUTH OF A
 OM1023'FENCE CORNER.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 OM1023'STAMPED CLAY 1958.
 OM1023'
 OM1023'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0388 ***********************************************************************
 PM0388  DESIGNATION -  CLAY
 PM0388  PID         -  PM0388
 PM0388  STATE/COUNTY-  WI/DOOR
 PM0388  COUNTRY     -  US
 PM0388  USGS QUAD   -  ALGOMA NE (2018)
 PM0388
 PM0388                         *CURRENT SURVEY CONTROL
 PM0388  ______________________________________________________________________
 PM0388* NAD 83(1991) POSITION- 44 43 53.37790(N) 087 20 46.17600(W)   ADJUSTED
 PM0388* NAVD 88 ORTHO HEIGHT -   205.56  (+/-2cm)      674.4   (feet) VERTCON3
 PM0388  ______________________________________________________________________
 PM0388  GEOID HEIGHT    -        -36.679 (meters)                     GEOID18
 PM0388  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 PM0388  HORZ ORDER      -  THIRD
 PM0388  VERT ORDER      -  THIRD ? (See Below)
 PM0388
 PM0388.The horizontal coordinates were established by classical geodetic methods
 PM0388.and adjusted by the National Geodetic Survey in November 1991.
 PM0388
 PM0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0388
 PM0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0388.GEOID18 height accuracy estimate available here.
 PM0388
 PM0388.The vertical order pertains to the NGVD 29 superseded value.
 PM0388
 PM0388.Click photographs - Photos may exist for this station.
 PM0388
 PM0388.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0388
 PM0388. The following values were computed from the NAD 83(1991) position.
 PM0388
 PM0388;                    North         East     Units Scale Factor Converg.
 PM0388;SPC WI C     -   103,236.636   810,172.657   MT  0.99994388   +1 52 21.0
 PM0388;SPC WI C     -   338,702.20  2,658,041.46   sFT  0.99994388   +1 52 21.0
 PM0388;UTM  16      - 4,953,181.749   472,590.171   MT  0.99960924   -0 14 37.0
 PM0388
 PM0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0388!SPC WI C     -   0.99997352  x   0.99994388  =   0.99991740
 PM0388!UTM  16      -   0.99997352  x   0.99960924  =   0.99958277
 PM0388
 PM0388:                Primary Azimuth Mark                     Grid Az
 PM0388:SPC WI C     -  CLAY AZ MK                               000 44 18.0
 PM0388:UTM  16      -  CLAY AZ MK                               002 51 16.0
 PM0388
 PM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7259053181(NAD 83)
 PM0388
 PM0388|---------------------------------------------------------------------|
 PM0388| PID    Reference Object                     Distance      Geod. Az  |
 PM0388|                                                           dddmmss.s |
 PM0388| CI7828 CLAY AZ MK                                         0023639.0 |
 PM0388| CI7830 CLAY RM 2                            16.566 METERS 17953     |
 PM0388| CI7829 CLAY RM 1                            10.798 METERS 35925     |
 PM0388|---------------------------------------------------------------------|
 PM0388
 PM0388                          SUPERSEDED SURVEY CONTROL
 PM0388
 PM0388  NAD 83(1986)-  44 43 53.37278(N)    087 20 46.16384(W) AD(       ) 3
 PM0388  NAD 27      -  44 43 53.36300(N)    087 20 45.83000(W) AD(       ) 3
 PM0388  NGVD 29             205.54   (m)          674.3    (f) LEVELING    3  
 PM0388
 PM0388.Superseded values are not recommended for survey control.
 PM0388
 PM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0388.See file dsdata.pdf to determine how the superseded data were derived.
 PM0388
 PM0388_MARKER: DS = TRIANGULATION STATION DISK
 PM0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0388_STAMPING: CLAY 1953
 PM0388_MARK LOGO: CGS
 PM0388_PROJECTION: FLUSH
 PM0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0388+STABILITY: SURFACE MOTION
 PM0388
 PM0388  HISTORY     - Date     Condition        Report By
 PM0388  HISTORY     - 1953     MONUMENTED       CGS
 PM0388  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0388  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PM0388
 PM0388                          STATION DESCRIPTION
 PM0388
 PM0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0388'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF STURGEON BAY AND
 PM0388'ABOUT 7 MILES EAST OF THE VILLAGE OF FORESTVILLE.  IT IS 24 FEET
 PM0388'WEST OF THE CENTER OF A GRAVEL ROAD, 5 FEET NORTH OF A POWER LINE
 PM0388'POLE AND 5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 PM0388'AND THE DISK IS STAMPED CLAY 1953.
 PM0388'
 PM0388'REFERENCE MARK NO. 1 IS 24 FEET WEST OF THE CENTER OF A GRAVEL ROAD
 PM0388'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PM0388'STAMPED CLAY NO 1 1953.
 PM0388'
 PM0388'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE CENTER OF A GRAVEL ROAD
 PM0388'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PM0388'STAMPED CLAY NO 2 1953.
 PM0388'
 PM0388'AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 PM0388'SOUTH OF A POWER LINE POLE AND 2 FEET SOUTHEAST OF A WHITE WITNESS
 PM0388'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PM0388'CLAY 1953.
 PM0388'
 PM0388'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER STURGEON
 PM0388'BAY, IN STURGEON BAY, GO SOUTHWEST ON STATE HIGHWAY NOS. 42 AND 57
 PM0388'FOR 1.1 MILES TO A CROSSROAD, COUNTY HIGHWAY S, TURN LEFT ON
 PM0388'HIGHWAY S AND GO SOUTH FOR 2.5 MILES TO A SIDE ROAD LEFT, TURN LEFT
 PM0388'AND GO EAST FOR 1.15 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 PM0388'SOUTH FOR 3.45 MILES TO A CROSSROAD, TANUM EV. LUTHERAN CHURCH ON
 PM0388'THE RIGHT AND A SCHOOL BUILDING ON THE LEFT, TURN LEFT AND GO
 PM0388'EAST FOR 0.9 MILE TO THE END OF THE PAVEMENT, CONTINUE AHEAD,
 PM0388'EAST ON THE GRAVEL ROAD FOR 0.6 MILE TO A GRAVEL T ROAD, TURN LEFT
 PM0388'AND GO NORTH FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PM0388'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH FOR 0.25
 PM0388'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PM0388'
 PM0388'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PM0388
 PM0388                          STATION RECOVERY (2001)
 PM0388
 PM0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0388'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0388'
 PM0388
 PM0388                          STATION RECOVERY (2003)
 PM0388
 PM0388'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0388'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0810 ***********************************************************************
 RM0810  DESIGNATION -  CLAY BANKS
 RM0810  PID         -  RM0810
 RM0810  STATE/COUNTY-  WI/BAYFIELD
 RM0810  COUNTRY     -  US
 RM0810  USGS QUAD   -  HERBSTER (2018)
 RM0810
 RM0810                         *CURRENT SURVEY CONTROL
 RM0810  ______________________________________________________________________
 RM0810* NAD 83(1996) POSITION- 46 49 05.44967(N) 091 18 40.64895(W)   ADJUSTED
 RM0810* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 RM0810  ______________________________________________________________________
 RM0810  GEOID HEIGHT    -        -30.750 (meters)                     GEOID18
 RM0810  LAPLACE CORR    -         -9.77  (seconds)                    DEFLEC18
 RM0810  HORZ ORDER      -  FIRST
 RM0810
 RM0810.The horizontal coordinates were established by classical geodetic methods
 RM0810.and adjusted by the National Geodetic Survey in March 1999.
 RM0810
 RM0810.The orthometric height was scaled from a topographic map.
 RM0810
 RM0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0810.GEOID18 height accuracy estimate available here.
 RM0810
 RM0810.Click photographs - Photos may exist for this station.
 RM0810
 RM0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0810
 RM0810. The following values were computed from the NAD 83(1996) position.
 RM0810
 RM0810;                    North         East     Units Scale Factor Converg.
 RM0810;SPC WI N     -   184,390.865   499,934.168   MT  1.00000983   -0 56 45.3
 RM0810;SPC WI N     -   604,955.70  1,640,200.68   sFT  1.00000983   -0 56 45.3
 RM0810;UTM  15      - 5,186,343.947   628,818.765   MT  0.99980396   +1 13 53.6
 RM0810
 RM0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0810!SPC WI N     -   0.99996155  x   1.00000983  =   0.99997138
 RM0810!UTM  15      -   0.99996155  x   0.99980396  =   0.99976552
 RM0810
 RM0810:                Primary Azimuth Mark                     Grid Az
 RM0810:SPC WI N     -  UCOPIA                                   070 05 15.3
 RM0810:UTM  15      -  UCOPIA                                   067 54 36.4
 RM0810
 RM0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2881886343(NAD 83)
 RM0810
 RM0810|---------------------------------------------------------------------|
 RM0810| PID    Reference Object                     Distance      Geod. Az  |
 RM0810|                                                           dddmmss.s |
 RM0810| CJ2350 CLAY BANKS RM 1                       8.050 METERS 02235     |
 RM0810| RM0779 UCOPIA                              APPROX.25.9 KM 0690830.0 |
 RM0810| CJ2351 CLAY BANKS RM 2                      21.342 METERS 18650     |
 RM0810|---------------------------------------------------------------------|
 RM0810
 RM0810                          SUPERSEDED SURVEY CONTROL
 RM0810
 RM0810  NAD 83(1991)-  46 49 05.45143(N)    091 18 40.64635(W) AD(       ) 1
 RM0810  NAD 83(1986)-  46 49 05.44475(N)    091 18 40.64211(W) AD(       ) 1
 RM0810  NAD 27      -  46 49 05.68200(N)    091 18 39.99400(W) AD(       ) 1
 RM0810  USSD        -  46 49 05.92700(N)    091 18 39.84600(W) AD(       ) 3
 RM0810
 RM0810.Superseded values are not recommended for survey control.
 RM0810
 RM0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0810.See file dsdata.pdf to determine how the superseded data were derived.
 RM0810
 RM0810_MARKER: B = BOLT
 RM0810_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RM0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0810+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2011
 RM0810
 RM0810  HISTORY     - Date     Condition        Report By
 RM0810  HISTORY     - 1871     MONUMENTED       USLS
 RM0810  HISTORY     - 1943     SEE DESCRIPTION  CGS
 RM0810  HISTORY     - 1953     GOOD             CGS
 RM0810  HISTORY     - 1977     GOOD             NGS
 RM0810  HISTORY     - 20110816 GOOD             GEOCAC
 RM0810
 RM0810                          STATION DESCRIPTION
 RM0810
 RM0810'DESCRIBED BY US LAKE SURVEY 1871
 RM0810'ABOUT 4 MILES NORTHEAST OF PORT WING, ABOUT 6 MILES WEST
 RM0810'OF BARK POINT, AND 1/2 MILE FROM LAKE SHORE.  STATION MARK
 RM0810'IS STONE POST SET OVER WROUGHT-IRON SPIKE DRIVEN INTO SANDSTONE
 RM0810'SURFACE ROCK.  DISTANCES AND DIRECTIONS FROM STATION TO
 RM0810'FOLLOWING OBJECTS ARE--GRANITE BOULDER, 27 FEET NORTH.  PINE
 RM0810'STUMP MARKED W 23.75 FEET WEST.  AND POPLAR STUMP MARKED
 RM0810'S 37 FEET SOUTH.
 RM0810
 RM0810                          STATION RECOVERY (1943)
 RM0810
 RM0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (GCM)
 RM0810'STATION IS LOCATED IN A POPLAR WOODS ABOUT 5 MILES NE OF PORT
 RM0810'WING AND ABOUT 1/2 MILE S OF THE LAKE SHORE.  IT IS ABOUT
 RM0810'0.25 MILE S OF STATE HIGHWAY 13, 10.7 FEET SW OF AN 8-INCH
 RM0810'POPLAR TREE WITH A FOREST SERVICE METAL PLATE ON THE E SIDE,
 RM0810'9.2 FEET W OF AN 8-INCH POPLAR TREE WITH A TRIANGULAR BLAZE
 RM0810'ON THE E SIDE.
 RM0810'
 RM0810'STATION MARK IS A 6- BY 6-INCH SANDSTONE POST WITH U.S. CARVED
 RM0810'IN THE TOP.  THE CENTER IS MARKED WITH A BRASS TRIANGULAR
 RM0810'BOLT WITH A PUNCH MARK IN THE CENTER.  TWO REFERENCE MARKS,
 RM0810'WERE SET BY THIS PARTY.
 RM0810'
 RM0810'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK 26.41 FEET N OF
 RM0810'THE STATION, 18.8 FEET N OF AN 8-INCH POPLAR TREE WITH A
 RM0810'TRIANGULAR BLAZE ON THE E SIDE.  IT IS SET IN OUTCROPPING
 RM0810'BEDROCK AND IS STAMPED CLAYBANK NO 1 1943.  REFERENCE MARK 2
 RM0810'IS 70.02 FEET S OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 RM0810'STAMPED CLAYBANK NO 2 1943 AND SET IN OUTCROPPING BEDROCK.
 RM0810'
 RM0810'NO AZIMUTH MARK WAS SET.
 RM0810'
 RM0810'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 RM0810'STATE HIGHWAY 13 IN THE VILLAGE OF PORT WING, ABOUT 45 MILES
 RM0810'ENE OF SUPERIOR, GO NE ON HIGHWAY 13 FOR 5.1 MILES TO A
 RM0810'FOREST SERVICE ROAD RIGHT, TURN SHARP RIGHT AND GO 0.25 MILE
 RM0810'TO A FOREST SERVICE ROAD RIGHT, TURN SHARP RIGHT AND GO 0.25
 RM0810'MILE TO A FOREST SERVICE METAL PLATE ON THE RIGHT AND A
 RM0810'TRIANGULAR BLAZE ON THE LEFT, AND END OF TRUCK TRAVEL.  TURN
 RM0810'RIGHT AND FOLLOW A WELL BLAZED TRAIL ABOUT 200 YARDS TO THE
 RM0810'STATION.
 RM0810'
 RM0810'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 RM0810
 RM0810                          STATION RECOVERY (1953)
 RM0810
 RM0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0810'STATION WAS RECOVERED BY G.C.M. IN 1943, AND ALL MARKS FOUND
 RM0810'IN GOOD CONDITION.
 RM0810'
 RM0810'THE 1943 TO REACH DESCRIPTION IS ADEQUATE.
 RM0810
 RM0810                          STATION RECOVERY (1977)
 RM0810
 RM0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0810'STATION MARK AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 RM0810'CONDITION.  THE 1953 RECOVERY NOTE BY D.A. JONES GIVES REFERENCE
 RM0810'MARK 2 AS BEING EAST AND 17 DEG 42 MIN TO RIGHT OF UCOPIA.  THE
 RM0810'MARK APPEARS TO BE 117 DEGREES TO THE RIGHT OF UCOPIA AND SOUTH
 RM0810'OF THE STATION.  THERE IS ALSO A DIFFERENCE IN THE DISTANCE TO
 RM0810'REFERENCE MARK 2.  DUE TO HEAVY BRUSH NO MEASUREMENTS WERE MADE
 RM0810'AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 RM0810'
 RM0810'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF PORT WING AND ABOUT
 RM0810'1/4 MILE SOUTH OF STATE HIGHWAY 13 IN HEAVY BRUSH AND WOODS AND ON
 RM0810'THE NORTH SLOPE OF RIDGE THAT RUNS DOWN TO THE SHORE OF LAKE
 RM0810'SUPERIOR.  STATION MARK IS IN SMALL CLEARING (NO TREES BUT NOW
 RM0810'GROWN UP IN HEAVY BRUSH) AT THE NORTH END OF WHAT HAS BEEN OLD
 RM0810'TRACK ROAD.  THE MARK IS ABOUT 3 FEET BELOW GROUND SURFACE.  IT
 RM0810'IS A 6-INCH SQUARE STONE POST WITH U.S. CARVED IN THE TOP AND A
 RM0810'BOLT WITH PUNCH MARK LEADED IN THE CENTER OF THE TOP OF THE
 RM0810'POST.  THE MARK IS IN THE CENTER OF A DEPRESSION IN THE GROUND
 RM0810'AND SOME LOOSE ROCKS ARE COVERING THE MARK.
 RM0810'
 RM0810'REFERENCE MARK 1 IS 26.41 FEET NNE OF THE STATION IN A SMALL
 RM0810'CLEARING AND SET IN ROCK OUTCROP THAT PROJECTS ABOUT 4 INCHES.  A
 RM0810'WITNESS SIGN WAS NAILED TO A TREE JUST NORTH OF THE MARK.
 RM0810'
 RM0810'REFERENCE MARK 2 IS 70 FEET SOUTH OF THE STATION AT THE SOUTH END
 RM0810'OF OLD CLEARED AREA.  IT IS SET IN THE TOP OF ROCK OUTCROP THAT
 RM0810'PROJECTS ABOUT 6 INCHES.
 RM0810'
 RM0810'TO REACH FROM THE JUNCTION OF COUNTY ROAD A AND STATE HIGHWAY 13
 RM0810'IN PORT WING, GO NORTHEAST ON HIGHWAY 13 FOR 5.05 MILES TO A SIDE
 RM0810'ROAD RIGHT.  TURN RIGHT FOR 50 FEET, THEN RIGHT AGAIN AND GO
 RM0810'SOUTHWEST ON GRADED ROAD FOR 0.3 MILE TO AN OPEN AREA WITH GRAVEL
 RM0810'PILE ON THE LEFT AND END OF TRUCK TRAVEL, AND TRIANGLE BLAZED
 RM0810'16-INCH OAK TREE ON THE RIGHT.  FROM HERE PACK NORTHWEST THROUGH
 RM0810'WOODS, SOME BLAZED TREES, FOR ABOUT 150 YARDS TO JUNCTION WITH
 RM0810'OLD TRAIL.  BEAR LEFT AND FOLLOW TRAIL WEST FOR ABOUT 50 YARDS
 RM0810'TO STATION WHERE TRAIL BEARS LEFT, SOUTH, TO REFERENCE MARK 2.
 RM0810'
 RM0810'NOTE--WOULD TAKE ABOUT 70 FEET TO CLEAR THE LOCAL TREES AT THIS
 RM0810'TIME.
 RM0810'
 RM0810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0810'ABOUT 4 MILES NE OF PORT WING.
 RM0810
 RM0810                          STATION RECOVERY (2011)
 RM0810
 RM0810'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 RM0810'STATION IS ABOUT 1.5 FT BELOW THE GENERAL FOREST FLOOR LEVEL IN A
 RM0810'SLIGHT BACK-FILLED DEPRESSION UNDER TWO LARGER THAN FOOTBALL SIZED
 RM0810'FIELD STONES AND A 4X4X5 INCH RED SANDSTONE WITH FLAGGING.
 RM0810'RM 2 IS 74.0 FT SOUTH, MEASURED WITH A TAUT FABRIC TAPE, RM 1 IS 26.4
 RM0810'NORTH NORTHEAST, AND A SEVEN INCH DBH DECIDUOUS TREE IS 2 1/2 FEET TO
 RM0810'THE SOUTHEAST.  ABOUT EIGHT FEET WEST THERE IS A SECOND, LARGER,
 RM0810'DEPRESSION WITH A LARGER FIELD STONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0389 ***********************************************************************
 PM0389  DESIGNATION -  CLAY BANKS
 PM0389  PID         -  PM0389
 PM0389  STATE/COUNTY-  WI/DOOR
 PM0389  COUNTRY     -  US
 PM0389  USGS QUAD   -  ALGOMA NE (2018)
 PM0389
 PM0389                         *CURRENT SURVEY CONTROL
 PM0389  ______________________________________________________________________
 PM0389* NAD 83(1991) POSITION- 44 44 27.02539(N) 087 22 00.69223(W)   ADJUSTED
 PM0389* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 PM0389  ______________________________________________________________________
 PM0389  GEOID HEIGHT    -        -36.666 (meters)                     GEOID18
 PM0389  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 PM0389  HORZ ORDER      -  SECOND
 PM0389
 PM0389.The horizontal coordinates were established by classical geodetic methods
 PM0389.and adjusted by the National Geodetic Survey in November 1991.
 PM0389
 PM0389.The orthometric height was scaled from a topographic map.
 PM0389
 PM0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0389.GEOID18 height accuracy estimate available here.
 PM0389
 PM0389.Click photographs - Photos may exist for this station.
 PM0389
 PM0389.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0389
 PM0389. The following values were computed from the NAD 83(1991) position.
 PM0389
 PM0389;                    North         East     Units Scale Factor Converg.
 PM0389;SPC WI C     -   104,221.315   808,500.295   MT  0.99994348   +1 51 28.4
 PM0389;SPC WI C     -   341,932.76  2,652,554.72   sFT  0.99994348   +1 51 28.4
 PM0389;UTM  16      - 4,954,227.159   470,955.854   MT  0.99961037   -0 15 29.6
 PM0389
 PM0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0389!SPC WI C     -   0.99997141  x   0.99994348  =   0.99991489
 PM0389!UTM  16      -   0.99997141  x   0.99961037  =   0.99958179
 PM0389
 PM0389:                Primary Azimuth Mark                     Grid Az
 PM0389:SPC WI C     -  CLAY BANKS AZ MK                         267 50 32.2
 PM0389:UTM  16      -  CLAY BANKS AZ MK                         269 57 30.2
 PM0389
 PM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7095554227(NAD 83)
 PM0389
 PM0389|---------------------------------------------------------------------|
 PM0389| PID    Reference Object                     Distance      Geod. Az  |
 PM0389|                                                           dddmmss.s |
 PM0389| CJ4432 CLAY BANKS RM 1                                    15224     |
 PM0389| PM0395 TANUM EVAN LUTH CHURCH SPIRE        APPROX. 1.8 KM 2080844.3 |
 PM0389| CJ4431 CLAY BANKS AZ MK                                   2694200.6 |
 PM0389| CJ4433 CLAY BANKS RM 2                      29.008 METERS 27515     |
 PM0389| PM0397 MAPLEWOOD ST MARYS CATH CH          APPROX. 8.3 KM 2751951.6 |
 PM0389|---------------------------------------------------------------------|
 PM0389
 PM0389                          SUPERSEDED SURVEY CONTROL
 PM0389
 PM0389  NAD 83(1986)-  44 44 27.02011(N)    087 22 00.68034(W) AD(       ) 2
 PM0389  NAD 27      -  44 44 27.01500(N)    087 22 00.34800(W) AD(       ) 2
 PM0389
 PM0389.Superseded values are not recommended for survey control.
 PM0389
 PM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0389.See file dsdata.pdf to determine how the superseded data were derived.
 PM0389
 PM0389_MARKER: DS = TRIANGULATION STATION DISK
 PM0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0389_STAMPING: CLAY BANKS 1953
 PM0389_MARK LOGO: CGS
 PM0389_PROJECTION: RECESSED 61 CENTIMETERS
 PM0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0389+STABILITY: SURFACE MOTION
 PM0389
 PM0389  HISTORY     - Date     Condition        Report By
 PM0389  HISTORY     - 1953     MONUMENTED       CGS
 PM0389  HISTORY     - 19920830 GOOD             USPSQD
 PM0389  HISTORY     - 19920831 GOOD             USPSQD
 PM0389  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PM0389
 PM0389                          STATION DESCRIPTION
 PM0389
 PM0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0389'STATION IS LOCATED ABOUT 6 MILES SOUTH OF STURGEON BAY ON THE
 PM0389'PROPERTY OF CHARLES KNUTSON.  IT IS 41 FEET SOUTHWEST OF A FENCE
 PM0389'CORNER, 13 FEET SOUTHEAST OF A WHITE WITNESS POST AND 9 FEET
 PM0389'SOUTH OF A FENCE LINE.  THE MARK IS 24 INCHES UNDERGROUND AND THE
 PM0389'DISK IS STAMPED CLAY BANKS 1953.
 PM0389'
 PM0389'REFERENCE MARK NO. 1 IS 84 FEET SOUTH OF A FENCE CORNER AND 1 FOOT
 PM0389'WEST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 PM0389'STAMPED CLAY BANKS NO 1 1953.
 PM0389'
 PM0389'REFERENCE MARK NO. 2 IS 136 FEET WEST OF A FENCE CORNER AND 1 FOOT
 PM0389'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 PM0389'STAMPED CLAY BANKS NO 2 1953.
 PM0389'
 PM0389'AZIMUTH MARK IS 14 FEET SOUTH OF A FARM DRIVEWAY, 2 FEET NORTHEAST OF
 PM0389'A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 PM0389'PROJECTS 2 INCHES AND THE DISK IS STAMPED CLAY BANKS 1953.
 PM0389'
 PM0389'TO REACH THE STATION FROM THE SOUTHWEST END OF THE BRIDGE OVER
 PM0389'STURGEON BAY CANAL IN STURGEON BAY, GO SOUTH ON STATE HIGHWAY NOS.
 PM0389'57 AND 42 (MADISON AVENUE) FOR 0.15 MILE TO E. MAPLE STREET.  TURN
 PM0389'LEFT ON E. MAPLE STREET AND GO EAST FOR 0.1 MILE TO S. NEENAH
 PM0389'AVENUE.  TURN RIGHT ON S. NEENAH AVENUE (COUNTY HIGHWAY U) AND GO
 PM0389'SOUTH AND EAST FOR 7.35 MILE TO A GRAVEL CROSSROAD.  TURN RIGHT AND
 PM0389'GO WEST ON GRAVEL ROAD FOR 0.7 MILE TO A PAVED CROSSROAD.  TURN
 PM0389'LEFT ON PAVED ROAD AND GO SOUTH FOR 0.8 MILE TO A FARM DRIVEWAY
 PM0389'LEFT.  TURN LEFT AND GO EAST ON FARM DRIVE FOR 0.05 MILE TO THE
 PM0389'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE EAST FOR
 PM0389'0.05 MILE TO WHERE DRIVEWAY TURNS SOUTH TO THE FARM, CONTINUE EAST
 PM0389'ALONG THE SOUTH SIDE OF A FENCE LINE FOR 0.2 MILE TO THE STATION
 PM0389'AS DESCRIBED.
 PM0389'
 PM0389'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0389
 PM0389                          STATION RECOVERY (1992)
 PM0389
 PM0389'RECOVERY NOTE BY US POWER SQUADRON 1992 (DS)
 PM0389'RECOVERED IN GOOD CONDITION.
 PM0389
 PM0389                          STATION RECOVERY (1992)
 PM0389
 PM0389'RECOVERY NOTE BY US POWER SQUADRON 1992 (DS)
 PM0389'RECOVERED IN GOOD CONDITION.
 PM0389
 PM0389                          STATION RECOVERY (2003)
 PM0389
 PM0389'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0389'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0954 ***********************************************************************
 PN0954  DESIGNATION -  CLAYTON
 PN0954  PID         -  PN0954
 PN0954  STATE/COUNTY-  WI/WINNEBAGO
 PN0954  COUNTRY     -  US
 PN0954  USGS QUAD   -  OSHKOSH NE (2018)
 PN0954
 PN0954                         *CURRENT SURVEY CONTROL
 PN0954  ______________________________________________________________________
 PN0954* NAD 83(1991) POSITION- 44 12 03.98281(N) 088 32 40.92743(W)   ADJUSTED
 PN0954* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 PN0954  ______________________________________________________________________
 PN0954  GEOID HEIGHT    -        -36.402 (meters)                     GEOID18
 PN0954  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 PN0954  HORZ ORDER      -  FIRST
 PN0954
 PN0954.The horizontal coordinates were established by classical geodetic methods
 PN0954.and adjusted by the National Geodetic Survey in November 1991.
 PN0954
 PN0954.The orthometric height was scaled from a topographic map.
 PN0954
 PN0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0954.GEOID18 height accuracy estimate available here.
 PN0954
 PN0954.Click photographs - Photos may exist for this station.
 PN0954
 PN0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0954
 PN0954. The following values were computed from the NAD 83(1991) position.
 PN0954
 PN0954;                    North         East     Units Scale Factor Converg.
 PN0954;SPC WI S     -   245,548.131   716,326.514   MT  1.00003009   +0 59 59.8
 PN0954;SPC WI S     -   805,602.49  2,350,147.90   sFT  1.00003009   +0 59 59.8
 PN0954;UTM  16      - 4,895,369.781   376,573.529   MT  0.99978736   -1 04 37.4
 PN0954
 PN0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0954!SPC WI S     -   0.99996244  x   1.00003009  =   0.99999253
 PN0954!UTM  16      -   0.99996244  x   0.99978736  =   0.99974980
 PN0954
 PN0954:                Primary Azimuth Mark                     Grid Az
 PN0954:SPC WI S     -  FREEDOM                                  042 34 10.1
 PN0954:UTM  16      -  FREEDOM                                  044 38 47.3
 PN0954
 PN0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7657395369(NAD 83)
 PN0954
 PN0954|---------------------------------------------------------------------|
 PN0954| PID    Reference Object                     Distance      Geod. Az  |
 PN0954|                                                           dddmmss.s |
 PN0954| PN0940 FREEDOM                             APPROX.20.6 KM 0433409.9 |
 PN0954|---------------------------------------------------------------------|
 PN0954
 PN0954                          SUPERSEDED SURVEY CONTROL
 PN0954
 PN0954  NAD 83(1986)-  44 12 03.97747(N)    088 32 40.92258(W) AD(       ) 1
 PN0954  NAD 27      -  44 12 04.03800(N)    088 32 40.48200(W) AD(       ) 1
 PN0954  USSD        -  44 12 04.19500(N)    088 32 40.31100(W) AD(       ) 3
 PN0954
 PN0954.Superseded values are not recommended for survey control.
 PN0954
 PN0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0954.See file dsdata.pdf to determine how the superseded data were derived.
 PN0954
 PN0954
 PN0954  HISTORY     - Date     Condition        Report By
 PN0954  HISTORY     - 1872     MONUMENTED       USLS
 PN0954
 PN0954                          STATION DESCRIPTION
 PN0954
 PN0954'DESCRIBED BY US LAKE SURVEY 1872
 PN0954'THIS STATION IS SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHEAST
 PN0954'QUARTER OF SECTION 14, CLAYTON TOWNSHIP, WINNEBAGO COUNTY,
 PN0954'WISCONSIN.  HEIGHT OF STATION USED WAS 50 FEET.  GEODETIC POINT
 PN0954'IS MARKED BY A STONE OF THE USUAL FORM, SET SO THAT ITS UPPER
 PN0954'END IS ABOUT 3 FEET BELOW THE GROUND SURFACE.  A SECOND STONE,
 PN0954'RISING 4 TO 6 INCHES ABOVE GROUND, IS SET DIRECTLY OVER THE
 PN0954'LATTER.  TWO REFERENCE STONES ARE SET, ONE NORTH 2 DEG 48 MIN
 PN0954'EAST 19.95 FEET DISTANT, AND ONE SOUTH 86 DEG 27 MIN EAST, 35
 PN0954'METERS DISTANT FROM THE GEODETIC POINT.  THE CORNER COMMON TO
 PN0954'SECTIONS 13, 14, 23 AND 24 BEARS SOUTH 14 DEG 34 MIN EAST
 PN0954'AND IS 163 METERS DISTANT.  (PROFESSIONAL PAPERS NO. 24).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0955 ***********************************************************************
 PN0955  DESIGNATION -  CLAYTON
 PN0955  PID         -  PN0955
 PN0955  STATE/COUNTY-  WI/WINNEBAGO
 PN0955  COUNTRY     -  US
 PN0955  USGS QUAD   -  OSHKOSH NE (2018)
 PN0955
 PN0955                         *CURRENT SURVEY CONTROL
 PN0955  ______________________________________________________________________
 PN0955* NAD 83(1991) POSITION- 44 12 02.92224(N) 088 32 38.10656(W)   ADJUSTED
 PN0955* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 PN0955  ______________________________________________________________________
 PN0955  GEOID HEIGHT    -        -36.401 (meters)                     GEOID18
 PN0955  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 PN0955  HORZ ORDER      -  SECOND
 PN0955
 PN0955.The horizontal coordinates were established by classical geodetic methods
 PN0955.and adjusted by the National Geodetic Survey in November 1991.
 PN0955
 PN0955.The orthometric height was scaled from a topographic map.
 PN0955
 PN0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0955.GEOID18 height accuracy estimate available here.
 PN0955
 PN0955.Click photographs - Photos may exist for this station.
 PN0955
 PN0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0955
 PN0955. The following values were computed from the NAD 83(1991) position.
 PN0955
 PN0955;                    North         East     Units Scale Factor Converg.
 PN0955;SPC WI S     -   245,516.493   716,389.713   MT  1.00003001   +1 00 01.7
 PN0955;SPC WI S     -   805,498.69  2,350,355.25   sFT  1.00003001   +1 00 01.7
 PN0955;UTM  16      - 4,895,335.882   376,635.525   MT  0.99978717   -1 04 35.5
 PN0955
 PN0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0955!SPC WI S     -   0.99996275  x   1.00003001  =   0.99999276
 PN0955!UTM  16      -   0.99996275  x   0.99978717  =   0.99974993
 PN0955
 PN0955:                Primary Azimuth Mark                     Grid Az
 PN0955:SPC WI S     -  CLAYTON AZ MK                            358 27 38.0
 PN0955:UTM  16      -  CLAYTON AZ MK                            000 32 15.2
 PN0955
 PN0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7663595335(NAD 83)
 PN0955
 PN0955|---------------------------------------------------------------------|
 PN0955| PID    Reference Object                     Distance      Geod. Az  |
 PN0955|                                                           dddmmss.s |
 PN0955| CJ4436 CLAYTON RM 2                         36.318 METERS 11004     |
 PN0955| CJ4435 CLAYTON RM 1                         30.610 METERS 34439     |
 PN0955| CJ4434 CLAYTON AZ MK                                      3592739.7 |
 PN0955|---------------------------------------------------------------------|
 PN0955
 PN0955                          SUPERSEDED SURVEY CONTROL
 PN0955
 PN0955  NAD 83(1986)-  44 12 02.91791(N)    088 32 38.10621(W) AD(       ) 2
 PN0955  NAD 27      -  44 12 02.96500(N)    088 32 37.71600(W) AD(       ) 2
 PN0955
 PN0955.Superseded values are not recommended for survey control.
 PN0955
 PN0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0955.See file dsdata.pdf to determine how the superseded data were derived.
 PN0955
 PN0955_MARKER: DS = TRIANGULATION STATION DISK
 PN0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0955_STAMPING: CLAYTON 1954
 PN0955_MARK LOGO: CGS
 PN0955_PROJECTION: RECESSED 30 CENTIMETERS
 PN0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0955+STABILITY: SURFACE MOTION
 PN0955
 PN0955  HISTORY     - Date     Condition        Report By
 PN0955  HISTORY     - 1954     MONUMENTED       CGS
 PN0955  HISTORY     - 19950902 MARK NOT FOUND   USPSQD
 PN0955  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 PN0955
 PN0955                          STATION DESCRIPTION
 PN0955
 PN0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0955'STATION IS LOCATED ABOUT 6 MILES EAST OF WINCHESTER, 4-1/2 MILES
 PN0955'WEST OF NEENAH AND JUST NORTH OF THE JUNCTION OF U.S. HIGHWAY 45
 PN0955'AND STATE HIGHWAY 150.  STATION IS IN THE SOUTHWEST CORNER OF
 PN0955'FIELD, 30 FEET NORTH OF THE NORTHEAST CORNER OF A BARN AND
 PN0955'29 FEET EAST OF FENCE.  THE MARK IS ABOUT 12 INCHES BELOW THE
 PN0955'SURFACE AND THE DISK IS STAMPED CLAYTON 1954.
 PN0955'
 PN0955'REFERENCE MARK NO. 1 IS 2 FEET EAST OF FENCE.  THE MARK PROJECTS
 PN0955'ABOUT 2 INCHES AND THE DISK IS STAMPED CLAYTON NO 1 1954.
 PN0955'
 PN0955'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF FENCE CORNER.  THE MARK
 PN0955'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CLAYTON NO
 PN0955'2 1954.
 PN0955'
 PN0955'AZIMUTH MARK IS 48 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 45,
 PN0955'32 FEET EAST OF NORTH END OF RAILROAD BRIDGE AND 7 FEET NORTH
 PN0955'OF EDGE OF CUT BANK.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 PN0955'DISK IS STAMPED CLAYTON 1954.
 PN0955'
 PN0955'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 110 AND 150 IN
 PN0955'WINCHESTER GO EAST ON STATE HIGHWAY 150 FOR 6.0 MILES TO THE
 PN0955'JUNCTION OF U.S. HIGHWAY 45.  TURN LEFT AND GO NORTH ON U.S.
 PN0955'HIGHWAY 45 FOR 0.05 MILE TO BARN AND STATION ON RIGHT AS
 PN0955'DESCRIBED.  CONTINUE NORTH ON HIGHWAY FOR 0.35 MILE TO NORTH END
 PN0955'OF BRIDGE AND AZIMUTH MARK ON RIGHT AS DESCRIBED.
 PN0955'
 PN0955'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 PN0955
 PN0955                          STATION RECOVERY (1995)
 PN0955
 PN0955'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0955'MARK NOT FOUND.
 PN0955
 PN0955                          STATION RECOVERY (2004)
 PN0955
 PN0955'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0955'AZIMUTH MARK FOUND BUT STATION AND REFERENCE MARKS NOT FOUND.
 PN0955'BETWEEN THE --W.J.W.-- BUILDING AND HIGHWAY 76, NORTH OF COUNTY ROAD
 PN0955'II, TWO R/W POSTS WITH -SURVERY MARKER- SIGNS ATTACHED WERE FOUND, BUT
 PN0955'NO MONUMENTS.
 PN0955'THE AZIMUTH MARK WAS RECOVERED BUT THE CONCRETE POST IS BADLY CHIPPED
 PN0955'UP TO THE MONUMENT.  ADD-- THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL
 PN0955'WITNESS POST.
 PN0955'NOTE-- HIGHWAY 45 IS NOW NAMED HIGHWAY 76 AND HIGHWAY 150 IS NOW NAMED
 PN0955'COUNTY ROAD II.
 PN0955'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9082 ***********************************************************************
 AC9082  HT_MOD      -  This is a Height Modernization Survey Station.
 AC9082  DESIGNATION -  CLAYTON C 421
 AC9082  PID         -  AC9082
 AC9082  STATE/COUNTY-  WI/POLK
 AC9082  COUNTRY     -  US
 AC9082  USGS QUAD   -  CLAYTON (2018)
 AC9082
 AC9082                         *CURRENT SURVEY CONTROL
 AC9082  ______________________________________________________________________
 AC9082* NAD 83(2011) POSITION- 45 21 08.21998(N) 092 13 08.00048(W)   ADJUSTED
 AC9082* NAD 83(2011) ELLIP HT-   343.737 (meters)        (06/27/12)   ADJUSTED
 AC9082* NAD 83(2011) EPOCH   -  2010.00
 AC9082* NAVD 88 ORTHO HEIGHT -   373.63  (meters)     1225.8   (feet) GPS OBS
 AC9082  ______________________________________________________________________
 AC9082  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AC9082  GEOID HEIGHT    -        -29.887 (meters)                     GEOID12A
 AC9082  GEOID HEIGHT    -        -29.885 (meters)                     GEOID18
 AC9082  NAD 83(2011) X  -   -173,842.865 (meters)                     COMP
 AC9082  NAD 83(2011) Y  - -4,486,696.887 (meters)                     COMP
 AC9082  NAD 83(2011) Z  -  4,515,191.672 (meters)                     COMP
 AC9082  LAPLACE CORR    -         -8.87  (seconds)                    DEFLEC18
 AC9082
 AC9082  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9082  Standards:
 AC9082         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9082            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9082  -------------------------------------------------------------------
 AC9082  NETWORK    0.29   0.61           0.13   0.10   0.31      0.03053492
 AC9082  -------------------------------------------------------------------
 AC9082  Click here for local accuracies and other accuracy information.
 AC9082
 AC9082.The horizontal coordinates were established by GPS observations
 AC9082.and adjusted by the National Geodetic Survey in June 2012.
 AC9082
 AC9082.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9082.been affixed to the stable North American tectonic plate. See 
 AC9082.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9082
 AC9082.The horizontal coordinates are valid at the epoch date displayed above
 AC9082.which is a decimal equivalence of Year/Month/Day.
 AC9082
 AC9082.The orthometric height was determined by GPS observations and a
 AC9082.high-resolution geoid model using precise GPS observation and
 AC9082.processing techniques.
 AC9082
 AC9082.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9082.GEOID18 height accuracy estimate available here.
 AC9082
 AC9082.Click photographs - Photos may exist for this station.
 AC9082
 AC9082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9082
 AC9082.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9082
 AC9082.The ellipsoidal height was determined by GPS observations
 AC9082.and is referenced to NAD 83.
 AC9082
 AC9082. The following values were computed from the NAD 83(2011) position.
 AC9082
 AC9082;                    North         East     Units Scale Factor Converg.
 AC9082;SPC WI C     -   171,163.847   426,148.974   MT  0.99997521   -1 33 56.1
 AC9082;SPC WI C     -   561,560.05  1,398,123.76   sFT  0.99997521   -1 33 56.1
 AC9082;UTM  15      - 5,022,382.552   561,185.052   MT  0.99964603   +0 33 20.6
 AC9082
 AC9082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9082!SPC WI C     -   0.99994611  x   0.99997521  =   0.99992132
 AC9082!UTM  15      -   0.99994611  x   0.99964603  =   0.99959216
 AC9082
 AC9082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6118522382(NAD 83)
 AC9082
 AC9082                          SUPERSEDED SURVEY CONTROL
 AC9082
 AC9082  NAD 83(2007)-  45 21 08.21986(N)    092 13 08.00098(W) AD(2002.00) 0
 AC9082  ELLIP H (02/10/07)  343.772  (m)                       GP(2002.00)    
 AC9082  NAD 83(1997)-  45 21 08.22018(N)    092 13 08.00120(W) AD(       ) 1
 AC9082  ELLIP H (09/30/02)  343.787  (m)                       GP(       ) 2 1
 AC9082  NAD 83(1991)-  45 21 08.21962(N)    092 13 07.99987(W) AD(       ) 1
 AC9082  ELLIP H (06/10/97)  343.798  (m)                       GP(       ) 2 1
 AC9082  NAVD 88 (06/10/97)  373.6    (m)  GEOID96  model used  GPS OBS        
 AC9082
 AC9082.Superseded values are not recommended for survey control.
 AC9082
 AC9082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9082.See file dsdata.pdf to determine how the superseded data were derived.
 AC9082
 AC9082_MARKER: DD = SURVEY DISK
 AC9082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9082_STAMPING: CLAYTON C. 421 1995
 AC9082_MARK LOGO: WI-095
 AC9082_PROJECTION: FLUSH
 AC9082_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9082+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 AC9082
 AC9082  HISTORY     - Date     Condition        Report By
 AC9082  HISTORY     - 1995     MONUMENTED       WI-095
 AC9082  HISTORY     - 20051119 GOOD             WIDT
 AC9082  HISTORY     - 20071031 GOOD             WIDT
 AC9082
 AC9082                          STATION DESCRIPTION
 AC9082
 AC9082'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9082'THE STATION IS LOCATED 2.5 MI (4.0 KM) NORTHWEST OF VILLAGE OF CLAYTON
 AC9082'IN THE NORTHWEST QUARTER OF NORTHWEST QUARTER SECTION 15, T.33N.,
 AC9082'R.15W., 4TH P.M.  TOWN OF CLAYTON, POLK COUNTY.  TO REACH THE STATION
 AC9082'FROM THE VILLAGE OF CLAYTON, BEGIN AT THE INTERSECTION OF U.S. HIGHWAY
 AC9082'63 AND COUNTY TRUNK HIGHWAY D, GO NORTHWEST ALONG COUNTY TRUNK HIGHWAY
 AC9082'D FOR 3 MI (4.8 KM) TO THE STATION.  THE STATION IS LOCATED 19 FEET
 AC9082'(5.8 M) EAST OF 30TH STREET, 19 FEET (5.8 M) NORTH OF CENTERLINE FIELD
 AC9082'DRIVE TO EAST, 400 FEET (121.9 M) SOUTH OF 100TH AVENUE.  THE STATION
 AC9082'IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M)
 AC9082'DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS
 AC9082'POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9082
 AC9082                          STATION RECOVERY (2005)
 AC9082
 AC9082'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9082'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M EAST, 0.9 M
 AC9082'SOUTHWEST, AND 0.9 M NORTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9082'POSTS.
 AC9082
 AC9082                          STATION RECOVERY (2007)
 AC9082
 AC9082'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AC9082'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5360 ***********************************************************************
 DH5360  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5360  DESIGNATION -  CLAYTON C GPS
 DH5360  PID         -  DH5360
 DH5360  STATE/COUNTY-  WI/CRAWFORD
 DH5360  COUNTRY     -  US
 DH5360  USGS QUAD   -  MOUNT ZION (2018)
 DH5360
 DH5360                         *CURRENT SURVEY CONTROL
 DH5360  ______________________________________________________________________
 DH5360* NAD 83(2011) POSITION- 43 19 38.77445(N) 090 43 33.01322(W)   ADJUSTED
 DH5360* NAD 83(2011) ELLIP HT-   313.159 (meters)        (06/27/12)   ADJUSTED
 DH5360* NAD 83(2011) EPOCH   -  2010.00
 DH5360* NAVD 88 ORTHO HEIGHT -   346.36  (meters)     1136.3   (feet) GPS OBS
 DH5360  ______________________________________________________________________
 DH5360  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5360  GEOID HEIGHT    -        -33.202 (meters)                     GEOID12A
 DH5360  GEOID HEIGHT    -        -33.200 (meters)                     GEOID18
 DH5360  NAD 83(2011) X  -    -58,871.515 (meters)                     COMP
 DH5360  NAD 83(2011) Y  - -4,646,923.301 (meters)                     COMP
 DH5360  NAD 83(2011) Z  -  4,354,250.024 (meters)                     COMP
 DH5360  LAPLACE CORR    -         -8.11  (seconds)                    DEFLEC18
 DH5360
 DH5360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5360  Standards:
 DH5360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5360  -------------------------------------------------------------------
 DH5360  NETWORK    0.22   0.35           0.10   0.08   0.18      0.06799083
 DH5360  -------------------------------------------------------------------
 DH5360  Click here for local accuracies and other accuracy information.
 DH5360
 DH5360.The horizontal coordinates were established by GPS observations
 DH5360.and adjusted by the National Geodetic Survey in June 2012.
 DH5360
 DH5360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5360.been affixed to the stable North American tectonic plate. See 
 DH5360.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5360
 DH5360.The horizontal coordinates are valid at the epoch date displayed above
 DH5360.which is a decimal equivalence of Year/Month/Day.
 DH5360
 DH5360.The orthometric height was determined by GPS observations and a
 DH5360.high-resolution geoid model using precise GPS observation and
 DH5360.processing techniques.
 DH5360
 DH5360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5360.GEOID18 height accuracy estimate available here.
 DH5360
 DH5360.Click photographs - Photos may exist for this station.
 DH5360
 DH5360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5360
 DH5360.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5360
 DH5360.The ellipsoidal height was determined by GPS observations
 DH5360.and is referenced to NAD 83.
 DH5360
 DH5360. The following values were computed from the NAD 83(2011) position.
 DH5360
 DH5360;                    North         East     Units Scale Factor Converg.
 DH5360;SPC WI S     -   147,721.580   541,134.462   MT  0.99993337   -0 29 55.4
 DH5360;SPC WI S     -   484,649.88  1,775,371.98   sFT  0.99993337   -0 29 55.4
 DH5360;UTM  15      - 4,799,688.670   684,378.854   MT  1.00001820   +1 33 39.2
 DH5360
 DH5360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5360!SPC WI S     -   0.99995089  x   0.99993337  =   0.99988427
 DH5360!UTM  15      -   0.99995089  x   1.00001820  =   0.99996909
 DH5360
 DH5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8437899688(NAD 83)
 DH5360
 DH5360                          SUPERSEDED SURVEY CONTROL
 DH5360
 DH5360  NAD 83(2007)-  43 19 38.77449(N)    090 43 33.01407(W) AD(2002.00) 0
 DH5360  ELLIP H (02/10/07)  313.190  (m)                       GP(2002.00)    
 DH5360  NAD 83(1997)-  43 19 38.77440(N)    090 43 33.01447(W) AD(       ) 1
 DH5360  ELLIP H (08/01/05)  313.193  (m)                       GP(       ) 2 1
 DH5360  NAVD 88 (07/26/07)  346.33   (m)  GEOID03  model used  GPS OBS        
 DH5360
 DH5360.Superseded values are not recommended for survey control.
 DH5360
 DH5360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5360.See file dsdata.pdf to determine how the superseded data were derived.
 DH5360
 DH5360_MARKER: DD = SURVEY DISK
 DH5360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5360_STAMPING: CLAYTON C GPS 2004
 DH5360_MARK LOGO: WIDT
 DH5360_PROJECTION: FLUSH
 DH5360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5360+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 DH5360
 DH5360  HISTORY     - Date     Condition        Report By
 DH5360  HISTORY     - 2003     MONUMENTED       WIDT
 DH5360  HISTORY     - 20071107 GOOD             WIDT
 DH5360
 DH5360                          STATION DESCRIPTION
 DH5360
 DH5360'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5360'OWNERSHIP--TOWN OF CLAYTON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5360'US HIGHWAY 61  WITH STATE HIGHWAY 171 EAST ABOUT 5 MI SOUTH OF THE
 DH5360'VILLAGE OF SOLDIERS GROVE, GO EAST  ON STATE HIGHWAY 171 FOR 0.75 MI
 DH5360'TO SLEEPY HOLLOW ROAD ON THE RIGHT, TURN RIGHT AND GO  SOUTH ON SLEEPY
 DH5360'HOLLOW ROAD FOR 0.05 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5360'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5360'STATION DISK  SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5360'LEVEL WITH THE ROAD PAVEMENT.   THE STATION IS 9.1 M WEST OF THE
 DH5360'CENTERLINE OF SLEEPY HOLLOW ROAD, 50.1 M NORTH WEST OF  A POWER POLE,
 DH5360'80 M NORTH OF PRIVATE ENTRANCE --42998--, 1.0 M EAST OF AN ORANGE 4X4
 DH5360'PLASTIC  WITNESS POST, 1.0 M SOUTH-SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DH5360'WITNESS POST AND 1.0 M  NORTH-NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DH5360'WITNESS POST.  ---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS
 DH5360'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5360
 DH5360                          STATION RECOVERY (2007)
 DH5360
 DH5360'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7704 ***********************************************************************
 DE7704  DESIGNATION -  CLAYTON GPS
 DE7704  PID         -  DE7704
 DE7704  STATE/COUNTY-  WI/WINNEBAGO
 DE7704  COUNTRY     -  US
 DE7704  USGS QUAD   -  OSHKOSH NE (2018)
 DE7704
 DE7704                         *CURRENT SURVEY CONTROL
 DE7704  ______________________________________________________________________
 DE7704* NAD 83(2011) POSITION- 44 11 30.46160(N) 088 32 38.39395(W)   ADJUSTED
 DE7704* NAD 83(2011) ELLIP HT-   238.992 (meters)        (06/27/12)   ADJUSTED
 DE7704* NAD 83(2011) EPOCH   -  2010.00
 DE7704* NAVD 88 ORTHO HEIGHT -   275.390 (meters)      903.51  (feet) ADJUSTED
 DE7704  ______________________________________________________________________
 DE7704  GEOID HEIGHT    -        -36.401 (meters)                     GEOID18
 DE7704  NAD 83(2011) X  -    116,395.329 (meters)                     COMP
 DE7704  NAD 83(2011) Y  - -4,579,339.137 (meters)                     COMP
 DE7704  NAD 83(2011) Z  -  4,423,563.334 (meters)                     COMP
 DE7704  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 DE7704  DYNAMIC HEIGHT  -        275.341 (meters)      903.35  (feet) COMP
 DE7704  MODELED GRAVITY -    980,434.7   (mgal)                       NAVD 88
 DE7704
 DE7704  VERT ORDER      -  SECOND    CLASS I
 DE7704
 DE7704  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7704  Standards:
 DE7704         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7704            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7704  -------------------------------------------------------------------
 DE7704  NETWORK    0.28   0.31           0.13   0.09   0.16      0.04747618
 DE7704  -------------------------------------------------------------------
 DE7704  Click here for local accuracies and other accuracy information.
 DE7704
 DE7704.The horizontal coordinates were established by GPS observations
 DE7704.and adjusted by the National Geodetic Survey in June 2012.
 DE7704
 DE7704.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7704.been affixed to the stable North American tectonic plate. See 
 DE7704.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7704
 DE7704.The horizontal coordinates are valid at the epoch date displayed above
 DE7704.which is a decimal equivalence of Year/Month/Day.
 DE7704
 DE7704.The orthometric height was determined by differential leveling and
 DE7704.adjusted by the WI DEPT OF TRANSP
 DE7704.in May 2012.
 DE7704
 DE7704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7704.GEOID18 height accuracy estimate available here.
 DE7704
 DE7704.Click photographs - Photos may exist for this station.
 DE7704
 DE7704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7704
 DE7704.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7704
 DE7704.The ellipsoidal height was determined by GPS observations
 DE7704.and is referenced to NAD 83.
 DE7704
 DE7704.The dynamic height is computed by dividing the NAVD 88
 DE7704.geopotential number by the normal gravity value computed on the
 DE7704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7704.degrees latitude (g = 980.6199 gals.).
 DE7704
 DE7704.The modeled gravity was interpolated from observed gravity values.
 DE7704
 DE7704. The following values were computed from the NAD 83(2011) position.
 DE7704
 DE7704;                    North         East     Units Scale Factor Converg.
 DE7704;SPC WI S     -   244,514.589   716,400.826   MT  1.00002782   +1 00 01.5
 DE7704;SPC WI S     -   802,211.61  2,350,391.71   sFT  1.00002782   +1 00 01.5
 DE7704;UTM  16      - 4,894,334.475   376,610.327   MT  0.99978725   -1 04 35.0
 DE7704
 DE7704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7704!SPC WI S     -   0.99996253  x   1.00002782  =   0.99999035
 DE7704!UTM  16      -   0.99996253  x   0.99978725  =   0.99974979
 DE7704
 DE7704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7661094334(NAD 83)
 DE7704
 DE7704                          SUPERSEDED SURVEY CONTROL
 DE7704
 DE7704  NAD 83(2007)-  44 11 30.46167(N)    088 32 38.39477(W) AD(2002.00) 0
 DE7704  ELLIP H (02/10/07)  239.032  (m)                       GP(2002.00)    
 DE7704  NAD 83(1997)-  44 11 30.46184(N)    088 32 38.39486(W) AD(       ) B
 DE7704  ELLIP H (06/11/03)  239.030  (m)                       GP(       ) 4 1
 DE7704  NAVD 88             275.36   (m)          903.4    (f) LEVELING    3  
 DE7704  NAVD 88 (04/20/07)  275.359  (m)          903.41   (f) SUPERSEDED  2 1
 DE7704  NAVD 88             275.37   (m)          903.4    (f) LEVELING    3  
 DE7704  NAVD 88 (05/16/03)  275.366  (m)          903.43   (f) SUPERSEDED  2 1
 DE7704
 DE7704.Superseded values are not recommended for survey control.
 DE7704
 DE7704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7704.See file dsdata.pdf to determine how the superseded data were derived.
 DE7704
 DE7704_MARKER: DD = SURVEY DISK
 DE7704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7704_STAMPING: CLAYTON GPS 1994
 DE7704_MARK LOGO: WIDT
 DE7704_PROJECTION: FLUSH
 DE7704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7704+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2010
 DE7704
 DE7704  HISTORY     - Date     Condition        Report By
 DE7704  HISTORY     - 1994     MONUMENTED       WI-139
 DE7704  HISTORY     - 20010508 GOOD             WIDT
 DE7704  HISTORY     - 20031214 GOOD             USPSQD
 DE7704  HISTORY     - 20050615 GOOD             WIDT
 DE7704  HISTORY     - 20061007 GOOD             USPSQD
 DE7704  HISTORY     - 20100705 GOOD             GEOCAC
 DE7704
 DE7704                          STATION DESCRIPTION
 DE7704
 DE7704'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7704'THE STATION IS LOCATED ABOUT 10 KM NORTH OF OSHKOSH AND 6 KM WEST OF
 DE7704'NEENAH.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH
 DE7704'THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 150
 DE7704'ABOUT 6 KM WEST OF THE CITY OF NEENAH, GO SOUTH ON US HIGHWAY 45 FOR
 DE7704'1.0 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7704'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7704'IN TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND
 DE7704'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.   THE STATION IS 13.4 M EAST OF
 DE7704'THE CENTERLINE OF US HIGHWAY 45, 93.7 M SOUTH OF A WOOD POST FOR A
 DE7704'--REDUCE SPEED AHEAD 45 MPH-- SIGN, 16.3 M NORTH-NORTHEAST OF A WOOD
 DE7704'POST FOR A --TRAFFIC LIGHT 1/2 MI AHEAD-- SIGN, 1.9 M WEST OF A
 DE7704'--R/W-- POST, AND 0.5 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7704'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7704'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7704
 DE7704                          STATION RECOVERY (2003)
 DE7704
 DE7704'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7704'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M NORTH, 1 M
 DE7704'SOUTH, AND 1 M WEST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.  NOTE--
 DE7704'HIGHWAY 45 IS NOW LABELED HIGHWAY 76 AND HIGHWAY 150 IS LABELED COUNTY
 DE7704'ROAD II.
 DE7704
 DE7704                          STATION RECOVERY (2005)
 DE7704
 DE7704'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7704'RECOVERED IN GOOD CONDITION.  NOTE-- THE -TRAFFIC LIGHT 1/2 MILE
 DE7704'AHEAD- SIGN AND THE WHITE WITNESS POST ARE NOT PRESENT.
 DE7704
 DE7704                          STATION RECOVERY (2006)
 DE7704
 DE7704'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7704'RECOVERED IN GOOD CONDITION.
 DE7704
 DE7704                          STATION RECOVERY (2010)
 DE7704
 DE7704'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DE7704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7438 ***********************************************************************
 DE7438  DESIGNATION -  CLAYTON GPS AZ MK
 DE7438  PID         -  DE7438
 DE7438  STATE/COUNTY-  WI/WINNEBAGO
 DE7438  COUNTRY     -  US
 DE7438  USGS QUAD   -  OSHKOSH NE (2018)
 DE7438
 DE7438                         *CURRENT SURVEY CONTROL
 DE7438  ______________________________________________________________________
 DE7438* NAD 83(1986) POSITION- 44 11 14.9    (N) 088 32 38.2    (W)   HD_HELD2
 DE7438* NAVD 88 ORTHO HEIGHT -   275.012 (meters)      902.27  (feet) ADJUSTED
 DE7438  ______________________________________________________________________
 DE7438  GEOID HEIGHT    -        -36.401 (meters)                     GEOID18
 DE7438  DYNAMIC HEIGHT  -        274.963 (meters)      902.11  (feet) COMP
 DE7438  MODELED GRAVITY -    980,433.9   (mgal)                       NAVD 88
 DE7438
 DE7438  VERT ORDER      -  SECOND    CLASS I
 DE7438
 DE7438.The horizontal coordinates were established by autonomous hand held GPS
 DE7438.observations and have an estimated accuracy of +/- 10 meters.
 DE7438
 DE7438.The orthometric height was determined by differential leveling and
 DE7438.adjusted by the WI DEPT OF TRANSP
 DE7438.in May 2012.
 DE7438
 DE7438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7438.GEOID18 height accuracy estimate available here.
 DE7438
 DE7438.Click photographs - Photos may exist for this station.
 DE7438
 DE7438.The dynamic height is computed by dividing the NAVD 88
 DE7438.geopotential number by the normal gravity value computed on the
 DE7438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7438.degrees latitude (g = 980.6199 gals.).
 DE7438
 DE7438.The modeled gravity was interpolated from observed gravity values.
 DE7438
 DE7438;                    North         East    Units  Estimated Accuracy
 DE7438;SPC WI S     -   244,034.      716,414.      MT  (+/- 10 meters HH2 GPS)
 DE7438
 DE7438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7660593854(NAD 83)
 DE7438
 DE7438                          SUPERSEDED SURVEY CONTROL
 DE7438
 DE7438  NAVD 88 (04/20/07)  274.982  (m)          902.17   (f) SUPERSEDED  2 1
 DE7438  NAVD 88 (05/16/03)  274.989  (m)          902.19   (f) SUPERSEDED  2 1
 DE7438
 DE7438.Superseded values are not recommended for survey control.
 DE7438
 DE7438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7438.See file dsdata.pdf to determine how the superseded data were derived.
 DE7438
 DE7438_MARKER: DD = SURVEY DISK
 DE7438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7438_STAMPING: CLAYTON GPS 1994
 DE7438_MARK LOGO: WIDT
 DE7438_PROJECTION: FLUSH
 DE7438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7438+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2010
 DE7438
 DE7438  HISTORY     - Date     Condition        Report By
 DE7438  HISTORY     - 1994     MONUMENTED       WI-139
 DE7438  HISTORY     - 20010109 GOOD             WIDT
 DE7438  HISTORY     - 20031214 GOOD             USPSQD
 DE7438  HISTORY     - 20050615 GOOD             WIDT
 DE7438  HISTORY     - 20061007 GOOD             USPSQD
 DE7438  HISTORY     - 20100705 GOOD             GEOCAC
 DE7438
 DE7438                          STATION DESCRIPTION
 DE7438
 DE7438'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7438'THE STATION IS LOCATED ABOUT 10 KM NORTH OF OSHKOSH AND 6 KM WEST OF
 DE7438'NEENAH.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH
 DE7438'THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 150
 DE7438'ABOUT 6 KM WEST OF NEENAH, GO SOUTH ON US HIGHWAY 45 FOR 1.3 KM TO
 DE7438'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7438'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7438'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M
 DE7438'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 13.8 M
 DE7438'EAST OF THE CENTERLINE OF US HIGHWAY 45, 41.5 M NORTHEAST OF THE
 DE7438'EASTERNMOST WOOD POST FOR A --W LARSON RD.-- SIGN, 37.6 M SOUTHEAST
 DE7438'OF POWER POLE --2016 23R33--, 36.0 M SOUTH OF A METAL POST FOR A
 DE7438'--R/W-- SIGN, 25.0 M NORTH OF A METAL POST FOR A --R/W-- SIGN, AND
 DE7438'0.5 M WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DE7438'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7438'THE HORIZON.
 DE7438
 DE7438                          STATION RECOVERY (2003)
 DE7438
 DE7438'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7438'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE SOUTH OF
 DE7438'BUTTERCUP ROAD.  NOTE-- HIGHWAY 45 IS NOW LABELED HIGHWAY 76 AND
 DE7438'HIGHWAY 150 IS LABELED COUNTY ROAD II.
 DE7438
 DE7438                          STATION RECOVERY (2005)
 DE7438
 DE7438'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7438'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE NORTH OF
 DE7438'LARSEN ROAD, 0.5 M WEST OF A WHITE CARSONITE WITNESS POST, AND 1.0 M
 DE7438'SOUTHEAST AND 1.0 M NORTHEAST OF TWO WHITE PLASTIC WITNESS POSTS.
 DE7438
 DE7438                          STATION RECOVERY (2006)
 DE7438
 DE7438'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7438'RECOVERED IN GOOD CONDITION.
 DE7438
 DE7438                          STATION RECOVERY (2010)
 DE7438
 DE7438'RECOVERY NOTE BY GEOCACHING 2010 (JO)
 DE7438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5358 ***********************************************************************
 DH5358  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5358  DESIGNATION -  CLAYTON N GPS
 DH5358  PID         -  DH5358
 DH5358  STATE/COUNTY-  WI/CRAWFORD
 DH5358  COUNTRY     -  US
 DH5358  USGS QUAD   -  READSTOWN (2018)
 DH5358
 DH5358                         *CURRENT SURVEY CONTROL
 DH5358  ______________________________________________________________________
 DH5358* NAD 83(2011) POSITION- 43 22 31.25773(N) 090 46 23.40112(W)   ADJUSTED
 DH5358* NAD 83(2011) ELLIP HT-   317.158 (meters)        (06/27/12)   ADJUSTED
 DH5358* NAD 83(2011) EPOCH   -  2010.00
 DH5358* NAVD 88 ORTHO HEIGHT -   350.24  (meters)     1149.1   (feet) GPS OBS
 DH5358  ______________________________________________________________________
 DH5358  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5358  GEOID HEIGHT    -        -33.084 (meters)                     GEOID12A
 DH5358  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 DH5358  NAD 83(2011) X  -    -62,660.879 (meters)                     COMP
 DH5358  NAD 83(2011) Y  - -4,643,222.055 (meters)                     COMP
 DH5358  NAD 83(2011) Z  -  4,358,123.623 (meters)                     COMP
 DH5358  LAPLACE CORR    -         -8.13  (seconds)                    DEFLEC18
 DH5358
 DH5358  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5358  Standards:
 DH5358         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5358            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5358  -------------------------------------------------------------------
 DH5358  NETWORK    0.20   0.31           0.09   0.07   0.16      0.02626302
 DH5358  -------------------------------------------------------------------
 DH5358  Click here for local accuracies and other accuracy information.
 DH5358
 DH5358.The horizontal coordinates were established by GPS observations
 DH5358.and adjusted by the National Geodetic Survey in June 2012.
 DH5358
 DH5358.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5358.been affixed to the stable North American tectonic plate. See 
 DH5358.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5358
 DH5358.The horizontal coordinates are valid at the epoch date displayed above
 DH5358.which is a decimal equivalence of Year/Month/Day.
 DH5358
 DH5358.The orthometric height was determined by GPS observations and a
 DH5358.high-resolution geoid model using precise GPS observation and
 DH5358.processing techniques.
 DH5358
 DH5358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5358.GEOID18 height accuracy estimate available here.
 DH5358
 DH5358.Click photographs - Photos may exist for this station.
 DH5358
 DH5358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5358
 DH5358.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5358
 DH5358.The ellipsoidal height was determined by GPS observations
 DH5358.and is referenced to NAD 83.
 DH5358
 DH5358. The following values were computed from the NAD 83(2011) position.
 DH5358
 DH5358;                    North         East     Units Scale Factor Converg.
 DH5358;SPC WI S     -   153,078.501   537,345.448   MT  0.99993265   -0 31 52.5
 DH5358;SPC WI S     -   502,225.05  1,762,940.86   sFT  0.99993265   -0 31 52.5
 DH5358;UTM  15      - 4,804,906.306   680,399.397   MT  1.00000034   +1 31 47.1
 DH5358
 DH5358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5358!SPC WI S     -   0.99995027  x   0.99993265  =   0.99988292
 DH5358!UTM  15      -   0.99995027  x   1.00000034  =   0.99995061
 DH5358
 DH5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8039904906(NAD 83)
 DH5358
 DH5358                          SUPERSEDED SURVEY CONTROL
 DH5358
 DH5358  NAD 83(2007)-  43 22 31.25777(N)    090 46 23.40198(W) AD(2002.00) 0
 DH5358  ELLIP H (02/10/07)  317.189  (m)                       GP(2002.00)    
 DH5358  NAD 83(1997)-  43 22 31.25769(N)    090 46 23.40237(W) AD(       ) 1
 DH5358  ELLIP H (08/01/05)  317.190  (m)                       GP(       ) 2 1
 DH5358  NAVD 88 (07/26/07)  350.22   (m)  GEOID03  model used  GPS OBS        
 DH5358
 DH5358.Superseded values are not recommended for survey control.
 DH5358
 DH5358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5358.See file dsdata.pdf to determine how the superseded data were derived.
 DH5358
 DH5358_MARKER: DD = SURVEY DISK
 DH5358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5358_STAMPING: CLAYTON N GPS 2004
 DH5358_MARK LOGO: WIDT
 DH5358_PROJECTION: FLUSH
 DH5358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5358+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 DH5358
 DH5358  HISTORY     - Date     Condition        Report By
 DH5358  HISTORY     - 2003     MONUMENTED       WIDT
 DH5358  HISTORY     - 20071107 GOOD             WIDT
 DH5358  HISTORY     - 20080522 GOOD             NGS
 DH5358
 DH5358                          STATION DESCRIPTION
 DH5358
 DH5358'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5358'OWNERSHIP--TOWN OF CLAYTON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5358'US HIGHWAY 61  WITH STATE HIGHWAY 131 SOUTH IN THE VILLAGE OF SOLDIERS
 DH5358'GROVE, GO SOUTHEAST ON US  HIGHWAY 61 FOR 0.55 MI TO HALVERSON RIDGE
 DH5358'ROAD ON THE RIGHT AND SUNBEAM BOULEVARD ON  THE LEFT, TURN RIGHT AND
 DH5358'GO SOUTHWEST THEN SOUTHEAST ON HALVERSON RIDGE ROAD FOR 1.3  MI TO THE
 DH5358'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5358'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5358'A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5358'THE STATION IS 4.7 M NORTHEAST OF  THE CENTERLINE OF HALVERSON RIDGE
 DH5358'ROAD, 42.3 M EAST-SOUTHEAST OF A POWER POLE, 38 M  NORTHWEST OF THE
 DH5358'CENTERLINE OF A FIELD ENTRANCE, 1 M SOUTHWEST OF A CULTIVATED FIELD
 DH5358'AND 1.0 M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5358'---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5358'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5358
 DH5358                          STATION RECOVERY (2007)
 DH5358
 DH5358'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5358'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 44.0 M
 DH5358'EAST-SOUTHEAST OF A TELEPHONE PEDESTAL.
 DH5358
 DH5358                          STATION RECOVERY (2008)
 DH5358
 DH5358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JTE)
 DH5358'THE STATION IS 60 M SOUTH OF AN OLD WINDMILL TOWER. INSTALLED TWO
 DH5358'ADDITIONAL ORANGE PLASTIC GUARD POSTS. THE STATION IS 1.0 M SOUTHEAST,
 DH5358'1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF THREE 4X4 ORANGE PLASTIC GUARD
 DH5358'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6036 ***********************************************************************
 DF6036  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6036  DESIGNATION -  CLAYTON S GPS
 DF6036  PID         -  DF6036
 DF6036  STATE/COUNTY-  WI/WINNEBAGO
 DF6036  COUNTRY     -  US
 DF6036  USGS QUAD   -  OSHKOSH NE (2018)
 DF6036
 DF6036                         *CURRENT SURVEY CONTROL
 DF6036  ______________________________________________________________________
 DF6036* NAD 83(2011) POSITION- 44 10 13.06251(N) 088 36 52.43674(W)   ADJUSTED
 DF6036* NAD 83(2011) ELLIP HT-   195.818 (meters)        (06/27/12)   ADJUSTED
 DF6036* NAD 83(2011) EPOCH   -  2010.00
 DF6036* NAVD 88 ORTHO HEIGHT -   232.27  (meters)      762.0   (feet) GPS OBS
 DF6036  ______________________________________________________________________
 DF6036  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DF6036  GEOID HEIGHT    -        -36.451 (meters)                     GEOID12A
 DF6036  GEOID HEIGHT    -        -36.449 (meters)                     GEOID18
 DF6036  NAD 83(2011) X  -    110,794.679 (meters)                     COMP
 DF6036  NAD 83(2011) Y  - -4,581,112.572 (meters)                     COMP
 DF6036  NAD 83(2011) Z  -  4,421,819.964 (meters)                     COMP
 DF6036  LAPLACE CORR    -          1.98  (seconds)                    DEFLEC18
 DF6036
 DF6036  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6036  Standards:
 DF6036         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6036            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6036  -------------------------------------------------------------------
 DF6036  NETWORK    0.46   0.41           0.21   0.16   0.21      0.00997983
 DF6036  -------------------------------------------------------------------
 DF6036  Click here for local accuracies and other accuracy information.
 DF6036
 DF6036.The horizontal coordinates were established by GPS observations
 DF6036.and adjusted by the National Geodetic Survey in June 2012.
 DF6036
 DF6036.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6036.been affixed to the stable North American tectonic plate. See 
 DF6036.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6036
 DF6036.The horizontal coordinates are valid at the epoch date displayed above
 DF6036.which is a decimal equivalence of Year/Month/Day.
 DF6036
 DF6036.The orthometric height was determined by GPS observations and a
 DF6036.high-resolution geoid model using precise GPS observation and
 DF6036.processing techniques.
 DF6036
 DF6036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6036.GEOID18 height accuracy estimate available here.
 DF6036
 DF6036.Click photographs - Photos may exist for this station.
 DF6036
 DF6036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6036
 DF6036.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6036
 DF6036.The ellipsoidal height was determined by GPS observations
 DF6036.and is referenced to NAD 83.
 DF6036
 DF6036. The following values were computed from the NAD 83(2011) position.
 DF6036
 DF6036;                    North         East     Units Scale Factor Converg.
 DF6036;SPC WI S     -   242,029.779   710,799.497   MT  1.00002270   +0 57 07.0
 DF6036;SPC WI S     -   794,059.37  2,332,014.68   sFT  1.00002270   +0 57 07.0
 DF6036;UTM  16      - 4,892,054.824   370,923.927   MT  0.99980490   -1 07 30.6
 DF6036
 DF6036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6036!SPC WI S     -   0.99996930  x   1.00002270  =   0.99999200
 DF6036!UTM  16      -   0.99996930  x   0.99980490  =   0.99977420
 DF6036
 DF6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7092392054(NAD 83)
 DF6036
 DF6036                          SUPERSEDED SURVEY CONTROL
 DF6036
 DF6036  NAD 83(2007)-  44 10 13.06258(N)    088 36 52.43755(W) AD(2002.00) 0
 DF6036  ELLIP H (02/10/07)  195.857  (m)                       GP(2002.00)    
 DF6036  NAD 83(1997)-  44 10 13.06266(N)    088 36 52.43772(W) AD(       ) 1
 DF6036  ELLIP H (06/11/03)  195.857  (m)                       GP(       ) 3 1
 DF6036  NAVD 88 (07/26/07)  232.24   (m)  GEOID03  model used  GPS OBS        
 DF6036  NAVD 88 (06/11/03)  232.24   (m)  GEOID99  model used  GPS OBS        
 DF6036
 DF6036.Superseded values are not recommended for survey control.
 DF6036
 DF6036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6036.See file dsdata.pdf to determine how the superseded data were derived.
 DF6036
 DF6036_MARKER: DD = SURVEY DISK
 DF6036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6036_STAMPING: CLAYTON S GPS 2001
 DF6036_MARK LOGO: WIDT
 DF6036_PROJECTION: FLUSH
 DF6036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6036+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 DF6036
 DF6036  HISTORY     - Date     Condition        Report By
 DF6036  HISTORY     - 2000     MONUMENTED       WIDT
 DF6036  HISTORY     - 20031214 GOOD             USPSQD
 DF6036  HISTORY     - 20050615 GOOD             WIDT
 DF6036
 DF6036                          STATION DESCRIPTION
 DF6036
 DF6036'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6036'THE STATION IS LOCATED ABOUT 18 KM NORTH-NORTHWEST OF OSHKOSH, 8 KM
 DF6036'NORTHEAST OF WINNECONNE AND 5 KM SOUTHEAST OF WINCHESTER.
 DF6036'OWNERSHIP--TOWN OF CLAYTON.
 DF6036'
 DF6036'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 110 WITH STATE
 DF6036'HIGHWAY 150 ABOUT 22 KM NORTHWEST OF THE CITY OF OSHKOSH, GO SOUTH ON
 DF6036'STATE HIGHWAY 110 FOR 3.2 KM TO OAKRIDGE ROAD ON THE LEFT, TURN LEFT
 DF6036'AND GO EAST ON OAKRIDGE ROAD FOR 4.0 KM TO HILLCREST DRIVE AND THE
 DF6036'STATION ON THE LEFT.
 DF6036'
 DF6036'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6036'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6036'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF6036'THE ROAD PAVEMENT.
 DF6036'
 DF6036'THE STATION IS 9.0 M EAST OF THE CENTERLINE OF HILLCREST DRIVE, 40.0 M
 DF6036'NORTH OF THE CENTERLINE OF OAKRIDGE DRIVE, 10.2 M NORTHEAST OF A WOOD
 DF6036'POST FOR A 'DEAD END' SIGN, 2 M WEST OF A CULTIVATED FIELD, 1.0 M WEST
 DF6036'OF A WHITE PLASTIC WITNESS POST, 1.0 M EAST, 1.0 M SOUTH, AND 1.0 M
 DF6036'NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  NOTE-THIS STATION
 DF6036'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF6036'HORIZON.
 DF6036
 DF6036                          STATION RECOVERY (2003)
 DF6036
 DF6036'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6036'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.5 MILE WEST
 DF6036'OF COUNTY ROAD T AND 3.5 MILE WEST OF HIGHWAY 76.  NOTE-- HIGHWAY 110
 DF6036'HAS BEEN RECONSTRUCTED AND IS NOW LABELED HIGHWAY 45.
 DF6036
 DF6036                          STATION RECOVERY (2005)
 DF6036
 DF6036'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5357 ***********************************************************************
 DH5357  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5357  DESIGNATION -  CLAYTON W GPS
 DH5357  PID         -  DH5357
 DH5357  STATE/COUNTY-  WI/CRAWFORD
 DH5357  COUNTRY     -  US
 DH5357  USGS QUAD   -  GAYS MILLS (2018)
 DH5357
 DH5357                         *CURRENT SURVEY CONTROL
 DH5357  ______________________________________________________________________
 DH5357* NAD 83(2011) POSITION- 43 20 08.42412(N) 090 47 50.42512(W)   ADJUSTED
 DH5357* NAD 83(2011) ELLIP HT-   318.197 (meters)        (06/27/12)   ADJUSTED
 DH5357* NAD 83(2011) EPOCH   -  2010.00
 DH5357* NAVD 88 ORTHO HEIGHT -   351.16  (meters)     1152.1   (feet) GPS OBS
 DH5357  ______________________________________________________________________
 DH5357  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5357  GEOID HEIGHT    -        -32.965 (meters)                     GEOID12A
 DH5357  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 DH5357  NAD 83(2011) X  -    -64,661.993 (meters)                     COMP
 DH5357  NAD 83(2011) Y  - -4,646,222.006 (meters)                     COMP
 DH5357  NAD 83(2011) Z  -  4,354,919.092 (meters)                     COMP
 DH5357  LAPLACE CORR    -         -7.92  (seconds)                    DEFLEC18
 DH5357
 DH5357  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5357  Standards:
 DH5357         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5357            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5357  -------------------------------------------------------------------
 DH5357  NETWORK    0.27   0.41           0.12   0.10   0.21      0.06640696
 DH5357  -------------------------------------------------------------------
 DH5357  Click here for local accuracies and other accuracy information.
 DH5357
 DH5357.The horizontal coordinates were established by GPS observations
 DH5357.and adjusted by the National Geodetic Survey in June 2012.
 DH5357
 DH5357.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5357.been affixed to the stable North American tectonic plate. See 
 DH5357.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5357
 DH5357.The horizontal coordinates are valid at the epoch date displayed above
 DH5357.which is a decimal equivalence of Year/Month/Day.
 DH5357
 DH5357.The orthometric height was determined by GPS observations and a
 DH5357.high-resolution geoid model using precise GPS observation and
 DH5357.processing techniques.
 DH5357
 DH5357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5357.GEOID18 height accuracy estimate available here.
 DH5357
 DH5357.Click photographs - Photos may exist for this station.
 DH5357
 DH5357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5357
 DH5357.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5357
 DH5357.The ellipsoidal height was determined by GPS observations
 DH5357.and is referenced to NAD 83.
 DH5357
 DH5357. The following values were computed from the NAD 83(2011) position.
 DH5357
 DH5357;                    North         East     Units Scale Factor Converg.
 DH5357;SPC WI S     -   148,689.455   535,344.446   MT  0.99993320   -0 32 52.3
 DH5357;SPC WI S     -   487,825.32  1,756,375.90   sFT  0.99993320   -0 32 52.3
 DH5357;UTM  15      - 4,800,447.871   678,557.374   MT  0.99999220   +1 30 43.3
 DH5357
 DH5357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5357!SPC WI S     -   0.99995010  x   0.99993320  =   0.99988331
 DH5357!UTM  15      -   0.99995010  x   0.99999220  =   0.99994230
 DH5357
 DH5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7855700447(NAD 83)
 DH5357
 DH5357                          SUPERSEDED SURVEY CONTROL
 DH5357
 DH5357  NAD 83(2007)-  43 20 08.42416(N)    090 47 50.42598(W) AD(2002.00) 0
 DH5357  ELLIP H (02/10/07)  318.228  (m)                       GP(2002.00)    
 DH5357  NAD 83(1997)-  43 20 08.42406(N)    090 47 50.42636(W) AD(       ) 1
 DH5357  ELLIP H (08/01/05)  318.230  (m)                       GP(       ) 2 1
 DH5357  NAVD 88 (07/26/07)  351.14   (m)  GEOID03  model used  GPS OBS        
 DH5357
 DH5357.Superseded values are not recommended for survey control.
 DH5357
 DH5357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5357.See file dsdata.pdf to determine how the superseded data were derived.
 DH5357
 DH5357_MARKER: DD = SURVEY DISK
 DH5357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5357_STAMPING: CLAYTON W GPS 2004
 DH5357_MARK LOGO: WIDT
 DH5357_PROJECTION: FLUSH
 DH5357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5357+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 DH5357
 DH5357  HISTORY     - Date     Condition        Report By
 DH5357  HISTORY     - 2003     MONUMENTED       WIDT
 DH5357  HISTORY     - 20071107 GOOD             WIDT
 DH5357
 DH5357                          STATION DESCRIPTION
 DH5357
 DH5357'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5357'OWNERSHIP--TOWNSHIP OF CLAYTON.  TO REACH THE STATION FROM THE
 DH5357'JUNCTION OF US HIGHWAY 61 WITH STATE HIGHWAY 171 WEST ABOUT 5 MI SOUTH
 DH5357'OF THE VILLAGE  OF SOLDIERS GROVE, GO WEST ON STATE HIGHWAY 171 FOR
 DH5357'2.5 MI TO DE LA MATER ROAD ON THE  RIGHT, TURN RIGHT AND GO NORTHWEST
 DH5357'ON DE LA MATER ROAD FOR 0.5 MI TO THE STATION ON  THE RIGHT.  THE
 DH5357'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5357'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5357'CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.3
 DH5357'M NORTHEAST OF THE CENTERLINE OF DE LA  MATER ROAD, 62.2 M NORTHWEST
 DH5357'OF A POWERPOLE, 8.5 M SOUTHEAST OF A TELEPHONE PEDESTAL,  1.0 M
 DH5357'SOUTHWEST OF AN ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M NORTHWEST OF
 DH5357'AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0  M EAST OF AN ORANGE 4X4
 DH5357'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5357'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5357
 DH5357                          STATION RECOVERY (2007)
 DH5357
 DH5357'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5357'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.11 MILE SOUTHEAST
 DH5357'OF PRIVATE ENTRANCE  -46960-- AND 32.0 M SOUTHEAST OF A POWER POLE
 DH5357'WITH TWO GUY WIRES.  ---NOTE--- THE MONUMENT IS RECESSED 10 CM BELOW
 DH5357'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN0272 ***********************************************************************
 RN0272  DESIGNATION -  CLEAR
 RN0272  PID         -  RN0272
 RN0272  STATE/COUNTY-  WI/DOUGLAS
 RN0272  COUNTRY     -  US
 RN0272  USGS QUAD   -  SUNNYSIDE (2018)
 RN0272
 RN0272                         *CURRENT SURVEY CONTROL
 RN0272  ______________________________________________________________________
 RN0272* NAD 83(1996) POSITION- 46 34 41.70336(N) 092 02 26.62207(W)   ADJUSTED
 RN0272* NAVD 88 ORTHO HEIGHT -   245.378 (meters)      805.04  (feet) POSTED
 RN0272  ______________________________________________________________________
 RN0272  GEOID HEIGHT    -        -27.830 (meters)                     GEOID18
 RN0272  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 RN0272  DYNAMIC HEIGHT  -        245.40  (meters)      805.1   (feet) COMP
 RN0272  MODELED GRAVITY -    980,709.4   (mgal)                       NAVD 88
 RN0272
 RN0272  HORZ ORDER      -  FIRST
 RN0272  VERT ORDER      -  * POSTED, SEE BELOW
 RN0272
 RN0272.The horizontal coordinates were established by classical geodetic methods
 RN0272.and adjusted by the National Geodetic Survey in March 1999.
 RN0272
 RN0272.The orthometric height was determined by differential leveling
 RN0272.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 RN0272
 RN0272.* This is a POSTED BENCH MARK height.
 RN0272
 RN0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0272.GEOID18 height accuracy estimate available here.
 RN0272
 RN0272.Click photographs - Photos may exist for this station.
 RN0272
 RN0272.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN0272
 RN0272.The dynamic height is computed by dividing the NAVD 88
 RN0272.geopotential number by the normal gravity value computed on the
 RN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0272.degrees latitude (g = 980.6199 gals.).
 RN0272
 RN0272.The modeled gravity was interpolated from observed gravity values.
 RN0272
 RN0272. The following values were computed from the NAD 83(1996) position.
 RN0272
 RN0272;                    North         East     Units Scale Factor Converg.
 RN0272;SPC WI N     -   158,902.762   443,595.028   MT  0.99997099   -1 28 19.6
 RN0272;SPC WI N     -   521,333.48  1,455,361.35   sFT  0.99997099   -1 28 19.6
 RN0272;UTM  15      - 5,158,745.316   573,500.875   MT  0.99966640   +0 41 48.3
 RN0272
 RN0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0272!SPC WI N     -   0.99996590  x   0.99997099  =   0.99993689
 RN0272!UTM  15      -   0.99996590  x   0.99966640  =   0.99963231
 RN0272
 RN0272:                Primary Azimuth Mark                     Grid Az
 RN0272:SPC WI N     -  ZUZU                                     091 09 00.4
 RN0272:UTM  15      -  ZUZU                                     088 58 52.5
 RN0272
 RN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7350058745(NAD 83)
 RN0272
 RN0272|---------------------------------------------------------------------|
 RN0272| PID    Reference Object                     Distance      Geod. Az  |
 RN0272|                                                           dddmmss.s |
 RN0272| RN1223 ZUZU                                APPROX. 2.3 KM 0894040.8 |
 RN0272| CJ2352 CLEAR RM                              9.014 METERS 10622     |
 RN0272|---------------------------------------------------------------------|
 RN0272
 RN0272                          SUPERSEDED SURVEY CONTROL
 RN0272
 RN0272  NAD 83(1991)-  46 34 41.70358(N)    092 02 26.62139(W) AD(       ) 1
 RN0272  NAD 83(1986)-  46 34 41.70028(N)    092 02 26.61483(W) AD(       ) 1
 RN0272  NAD 27      -  46 34 41.90600(N)    092 02 25.95100(W) AD(       ) 1
 RN0272  USSD        -  46 34 42.17500(N)    092 02 25.78800(W) AD(       ) 3
 RN0272  NGVD 29 (??/??/92)  245.423  (m)          805.19   (f) ADJ UNCH    1 2
 RN0272  NGVD 29             245.42   (m)          805.2    (f) LEVELING    3  
 RN0272
 RN0272.Superseded values are not recommended for survey control.
 RN0272
 RN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0272.See file dsdata.pdf to determine how the superseded data were derived.
 RN0272
 RN0272_MARKER: DS = TRIANGULATION STATION DISK
 RN0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0272_STAMPING: CLEAR 1921
 RN0272_MARK LOGO: CGS
 RN0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0272+STABILITY: SURFACE MOTION
 RN0272
 RN0272  HISTORY     - Date     Condition        Report By
 RN0272  HISTORY     - 1921     MONUMENTED       CGS
 RN0272  HISTORY     - 1922     GOOD             CGS
 RN0272
 RN0272                          STATION DESCRIPTION
 RN0272
 RN0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 RN0272'STATION IS LOCATED ABOUT 1-3/4 MILES S OF SUNNYSIDE, FLAG
 RN0272'STOP ON THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 RN0272'ON THE W SIDE OF THE TRACK ON THE EXTENSION OF THE E RAIL FROM
 RN0272'THE S AT THE FIRST CURVE S OF SUNNYSIDE, 200 METERS N OF
 RN0272'MILEPOST 450, 175 METERS N OF RAILWAY CULVERT K450P, 10.825
 RN0272'METERS (35.50 FEET) W OF THE W RAIL.
 RN0272'
 RN0272'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RN0272'DISKS SET IN CONCRETE.
 RN0272
 RN0272                          STATION RECOVERY (1922)
 RN0272
 RN0272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 RN0272'1.75 MI S FROM SUNNYSIDE.
 RN0272'1-3/4 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RN0272'RAILROAD FROM SUNNYSIDE, DOUGLAS COUNTY, 200 YARDS NORTH OF MILEPOST
 RN0272'450, 575 FEET NORTH OF CULVERT K 450 P, ON THE PROLONGATION OF THE
 RN0272'EAST RAIL OF THE SOUTH TANGENT TO A CURVE, AND 35.5 FEET WEST OF THE
 RN0272'WEST RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED CLEAR 1921
 RN0272'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1295 ***********************************************************************
 NH1295  DESIGNATION -  CLEAR
 NH1295  PID         -  NH1295
 NH1295  STATE/COUNTY-  WI/ROCK
 NH1295  COUNTRY     -  US
 NH1295  USGS QUAD   -  MILTON (2018)
 NH1295
 NH1295                         *CURRENT SURVEY CONTROL
 NH1295  ______________________________________________________________________
 NH1295* NAD 83(1991) POSITION- 42 47 44.22036(N) 088 59 39.52481(W)   ADJUSTED
 NH1295* NAVD 88 ORTHO HEIGHT -   270.00  (+/-2cm)      885.8   (feet) VERTCON3
 NH1295  ______________________________________________________________________
 NH1295  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 NH1295  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 NH1295  HORZ ORDER      -  THIRD
 NH1295  VERT ORDER      -  THIRD ? (See Below)
 NH1295
 NH1295.The horizontal coordinates were established by classical geodetic methods
 NH1295.and adjusted by the National Geodetic Survey in November 1991.
 NH1295
 NH1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1295
 NH1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1295.GEOID18 height accuracy estimate available here.
 NH1295
 NH1295.The vertical order pertains to the NGVD 29 superseded value.
 NH1295
 NH1295.Click photographs - Photos may exist for this station.
 NH1295
 NH1295.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1295
 NH1295. The following values were computed from the NAD 83(1991) position.
 NH1295
 NH1295;                    North         East     Units Scale Factor Converg.
 NH1295;SPC WI S     -    88,882.215   682,273.035   MT  0.99998802   +0 41 27.6
 NH1295;SPC WI S     -   291,607.73  2,238,424.12   sFT  0.99998802   +0 41 27.6
 NH1295;UTM  16      - 4,740,047.582   336,906.552   MT  0.99992725   -1 21 18.7
 NH1295
 NH1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1295!SPC WI S     -   0.99996300  x   0.99998802  =   0.99995102
 NH1295!UTM  16      -   0.99996300  x   0.99992725  =   0.99989025
 NH1295
 NH1295:                Primary Azimuth Mark                     Grid Az
 NH1295:SPC WI S     -  CLEAR AZ MK                              160 04 35.8
 NH1295:UTM  16      -  CLEAR AZ MK                              162 07 22.1
 NH1295
 NH1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3690640047(NAD 83)
 NH1295
 NH1295|---------------------------------------------------------------------|
 NH1295| PID    Reference Object                     Distance      Geod. Az  |
 NH1295|                                                           dddmmss.s |
 NH1295| CI8382 CLEAR RM 1                           21.306 METERS 03711     |
 NH1295| NH1296 MILTON MUNICIPAL TANK               APPROX. 4.8 KM 1232935.8 |
 NH1295| CI8381 CLEAR AZ MK                                        1604603.4 |
 NH1295| CI8383 CLEAR RM 2                           24.686 METERS 16327     |
 NH1295| NH1305 EDGERTON MUNICIPAL STANDPIPE        APPROX. 7.2 KM 3012019.1 |
 NH1295| NH1304 EDGERTON HWY TRAILER CO TANK        APPROX. 6.9 KM 3031852.0 |
 NH1295|---------------------------------------------------------------------|
 NH1295
 NH1295                          SUPERSEDED SURVEY CONTROL
 NH1295
 NH1295  NAD 83(1986)-  42 47 44.21371(N)    088 59 39.52964(W) AD(       ) 3
 NH1295  NAD 27      -  42 47 44.18290(N)    088 59 39.12710(W) AD(       ) 3
 NH1295  NGVD 29             270.06   (m)          886.0    (f) LEVELING    3  
 NH1295
 NH1295.Superseded values are not recommended for survey control.
 NH1295
 NH1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1295.See file dsdata.pdf to determine how the superseded data were derived.
 NH1295
 NH1295_MARKER: DS = TRIANGULATION STATION DISK
 NH1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1295_STAMPING: CLEAR 1957
 NH1295_MARK LOGO: CGS
 NH1295_PROJECTION: FLUSH
 NH1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1295+STABILITY: SURFACE MOTION
 NH1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH1295+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 NH1295
 NH1295  HISTORY     - Date     Condition        Report By
 NH1295  HISTORY     - 1957     MONUMENTED       CGS
 NH1295  HISTORY     - 19980613 GOOD             USPSQD
 NH1295  HISTORY     - 20010331 GOOD             NGS
 NH1295  HISTORY     - 20060906 GOOD             GEOCAC
 NH1295
 NH1295                          STATION DESCRIPTION
 NH1295
 NH1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1295'THE STATION IS ABOUT 2 MILES NORTHWEST OF MILTON JUNCTION, 10
 NH1295'MILES NORTH OF JANESVILLE, 1/2 MILE NORTH OF COUNTY HIGHWAY
 NH1295'M, ON THE WEST SIDE OF PINE ROAD, ON THE ROAD RIGHT-OF-WAY.
 NH1295'IT IS 1 FOOT EAST OF A WIRE FENCE, 92 FEET NORTH OF A FENCE
 NH1295'CORNER, 29 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3 FEET
 NH1295'SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 NH1295'DISK IS STAMPED CLEAR 1957.
 NH1295'
 NH1295'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MILTON JUNCTION,
 NH1295'GO NORTH ON MAIN STREET FOR 0.15 MILE TO THE JUNCTION OF MAIN
 NH1295'STREET WITH STATE HIGHWAY 59 AND COUNTY HIGHWAY M.  TURN LEFT
 NH1295'AND GO WEST ON HIGHWAYS 59 AND M FOR 0.2 MILE TO THE JUNCTION
 NH1295'OF HIGHWAYS M AND 59.  CONTINUE WEST ON HIGHWAY M FOR 1.4
 NH1295'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH ON PINE
 NH1295'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NH1295'NORTH ON PINE ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 NH1295'
 NH1295'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTERLINE OF PINE
 NH1295'ROAD AND 9 FEET NORTH OF A TELEPHONE POLE.  THE MONUMENT
 NH1295'IS FLUSH AND THE DISK IS STAMPED CLEAR NO 1 1957.
 NH1295'
 NH1295'REFERENCE MARK 2 IS 11 FEET NORTH OF A FENCE CORNER, 29 FEET
 NH1295'WEST OF THE CENTERLINE OF THE ROAD, 29 FEET NORTHEAST OF A POWER
 NH1295'LINE POLE AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT IS
 NH1295'FLUSH AND THE DISK IS STAMPED CLEAR NO 2 1957.
 NH1295'
 NH1295'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF PINE
 NH1295'ROAD, 1 FOOT WEST OF A WIRE FENCE, 1 FOOT NORTH OF A POWER
 NH1295'LINE POLE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT
 NH1295'PROJECTS 2 INCHES AND THE DISK IS STAMPED CLEAR 1957.
 NH1295'
 NH1295'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1295
 NH1295                          STATION RECOVERY (1998)
 NH1295
 NH1295'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1295'RECOVERED IN GOOD CONDITION.
 NH1295
 NH1295                          STATION RECOVERY (2001)
 NH1295
 NH1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1295'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1295
 NH1295                          STATION RECOVERY (2006)
 NH1295
 NH1295'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 NH1295'THE STATION IS ABOUT 15 FEET SOUTH-SOUTHEAST OF A 24 INCH DIAMETER
 NH1295'WILLOW OAK TREE.  THERE ARE NO FENCES IN THE VICINITY.  SEARCHED FOR
 NH1295'BUT COULD NOT FIND EITHER REFERENCE MARK OR THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5247 ***********************************************************************
 DK5247  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5247  DESIGNATION -  CLEAR CREEK EAST GPS
 DK5247  PID         -  DK5247
 DK5247  STATE/COUNTY-  WI/EAU CLAIRE
 DK5247  COUNTRY     -  US
 DK5247  USGS QUAD   -  BRACKETT (2018)
 DK5247
 DK5247                         *CURRENT SURVEY CONTROL
 DK5247  ______________________________________________________________________
 DK5247* NAD 83(2011) POSITION- 44 37 45.11754(N) 091 18 42.41208(W)   ADJUSTED
 DK5247* NAD 83(2011) ELLIP HT-   276.954 (meters)        (06/27/12)   ADJUSTED
 DK5247* NAD 83(2011) EPOCH   -  2010.00
 DK5247* NAVD 88 ORTHO HEIGHT -   308.18  (meters)     1011.1   (feet) GPS OBS
 DK5247  ______________________________________________________________________
 DK5247  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5247  GEOID HEIGHT    -        -31.222 (meters)                     GEOID12A
 DK5247  GEOID HEIGHT    -        -31.224 (meters)                     GEOID18
 DK5247  NAD 83(2011) X  -   -104,090.142 (meters)                     COMP
 DK5247  NAD 83(2011) Y  - -4,545,639.195 (meters)                     COMP
 DK5247  NAD 83(2011) Z  -  4,458,311.572 (meters)                     COMP
 DK5247  LAPLACE CORR    -         -5.81  (seconds)                    DEFLEC18
 DK5247
 DK5247  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5247  Standards:
 DK5247         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5247            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5247  -------------------------------------------------------------------
 DK5247  NETWORK    0.36   0.33           0.16   0.13   0.17     -0.09438978
 DK5247  -------------------------------------------------------------------
 DK5247  Click here for local accuracies and other accuracy information.
 DK5247
 DK5247.The horizontal coordinates were established by GPS observations
 DK5247.and adjusted by the National Geodetic Survey in June 2012.
 DK5247
 DK5247.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5247.been affixed to the stable North American tectonic plate. See 
 DK5247.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5247
 DK5247.The horizontal coordinates are valid at the epoch date displayed above
 DK5247.which is a decimal equivalence of Year/Month/Day.
 DK5247
 DK5247.The orthometric height was determined by GPS observations and a
 DK5247.high-resolution geoid model using precise GPS observation and
 DK5247.processing techniques.
 DK5247
 DK5247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5247.GEOID18 height accuracy estimate available here.
 DK5247
 DK5247.Click photographs - Photos may exist for this station.
 DK5247
 DK5247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5247
 DK5247.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5247
 DK5247.The ellipsoidal height was determined by GPS observations
 DK5247.and is referenced to NAD 83.
 DK5247
 DK5247. The following values were computed from the NAD 83(2011) position.
 DK5247
 DK5247;                    North         East     Units Scale Factor Converg.
 DK5247;SPC WI C     -    89,275.785   495,915.014   MT  0.99994995   -0 55 32.0
 DK5247;SPC WI C     -   292,898.97  1,627,014.51   sFT  0.99994995   -0 55 32.0
 DK5247;UTM  15      - 4,943,146.665   633,913.156   MT  0.99982053   +1 11 10.2
 DK5247
 DK5247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5247!SPC WI C     -   0.99995658  x   0.99994995  =   0.99990653
 DK5247!UTM  15      -   0.99995658  x   0.99982053  =   0.99977712
 DK5247
 DK5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3391343146(NAD 83)
 DK5247
 DK5247                          SUPERSEDED SURVEY CONTROL
 DK5247
 DK5247  ELLIP H (01/19/10)  276.983  (m)                       GP(       ) 3 1
 DK5247  NAD 83(2007)-  44 37 45.11774(N)    091 18 42.41297(W) AD(2002.00) 1
 DK5247  ELLIP H (07/29/08)  276.982  (m)                       GP(2002.00) 3 1
 DK5247  NAVD 88 (07/29/08)  308.17   (m)  GEOID03  model used  GPS OBS        
 DK5247
 DK5247.Superseded values are not recommended for survey control.
 DK5247
 DK5247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5247.See file dsdata.pdf to determine how the superseded data were derived.
 DK5247
 DK5247_MARKER: DD = SURVEY DISK
 DK5247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5247_STAMPING: CLEAR CREEK EAST GPS 1992
 DK5247_MARK LOGO: WI-035
 DK5247_PROJECTION: FLUSH
 DK5247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5247+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 DK5247
 DK5247  HISTORY     - Date     Condition        Report By
 DK5247  HISTORY     - 1992     MONUMENTED       WI-035
 DK5247  HISTORY     - 20061113 GOOD             WIDT
 DK5247  HISTORY     - 20100918 GOOD             GEOCAC
 DK5247  HISTORY     - 20111027 GOOD             WIDT
 DK5247
 DK5247                          STATION DESCRIPTION
 DK5247
 DK5247'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5247'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DK5247'COUNTY HIGHWAY HH AND COUNTY HIGHWAY KK (EXIT 81) JUST EAST OF THE
 DK5247'COMMUNITY OF FOSTER, GO WEST ON COUNTY HIGHWAY HH FOR 0.25 MI (0.4 KM)
 DK5247'TO US HIGHWAY 53, TURN LEFT AND GO SOUTH ON US HIGHWAY 53 FOR 0.95 MI
 DK5247'(1.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE EAU
 DK5247'CLAIRE COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 30-CM
 DK5247'(12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT OF WAY
 DK5247'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.0 M (29.5 FT)
 DK5247'WEST OF THE CENTERLINE OF US HIGHWAY 53, 67 M (219.8 FT) NORTH OF THE
 DK5247'NORTH END OF THE WEST GUARD RAIL FOR A BRIDGE, 50 M (164.0 FT) NORTH
 DK5247'OF A FIELD ENTRANCE, 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF
 DK5247'AN ORANGE 4X4 PLASTIC WITNESS POST, AND 0.7 M (2.3 FT) EAST OF A
 DK5247'BARBED WIRE FENCE.  ---NOTE--- THIS STATION HAS NO VISIBLE
 DK5247'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5247
 DK5247                          STATION RECOVERY (2010)
 DK5247
 DK5247'RECOVERY NOTE BY GEOCACHING 2010 (DMC)
 DK5247'RECOVERED IN GOOD CONDITION.
 DK5247
 DK5247                          STATION RECOVERY (2011)
 DK5247
 DK5247'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5215 ***********************************************************************
 DK5215  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5215  DESIGNATION -  CLEAR CREEK SW GPS
 DK5215  PID         -  DK5215
 DK5215  STATE/COUNTY-  WI/EAU CLAIRE
 DK5215  COUNTRY     -  US
 DK5215  USGS QUAD   -  STRUM (2018)
 DK5215
 DK5215                         *CURRENT SURVEY CONTROL
 DK5215  ______________________________________________________________________
 DK5215* NAD 83(2011) POSITION- 44 35 58.36600(N) 091 23 03.17751(W)   ADJUSTED
 DK5215* NAD 83(2011) ELLIP HT-   259.326 (meters)        (06/27/12)   ADJUSTED
 DK5215* NAD 83(2011) EPOCH   -  2010.00
 DK5215* NAVD 88 ORTHO HEIGHT -   290.42  (meters)      952.8   (feet) GPS OBS
 DK5215  ______________________________________________________________________
 DK5215  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5215  GEOID HEIGHT    -        -31.093 (meters)                     GEOID12A
 DK5215  GEOID HEIGHT    -        -31.092 (meters)                     GEOID18
 DK5215  NAD 83(2011) X  -   -109,892.380 (meters)                     COMP
 DK5215  NAD 83(2011) Y  - -4,547,805.163 (meters)                     COMP
 DK5215  NAD 83(2011) Z  -  4,455,953.412 (meters)                     COMP
 DK5215  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 DK5215
 DK5215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5215  Standards:
 DK5215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5215  -------------------------------------------------------------------
 DK5215  NETWORK    0.31   0.29           0.14   0.11   0.15     -0.00361637
 DK5215  -------------------------------------------------------------------
 DK5215  Click here for local accuracies and other accuracy information.
 DK5215
 DK5215.The horizontal coordinates were established by GPS observations
 DK5215.and adjusted by the National Geodetic Survey in June 2012.
 DK5215
 DK5215.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5215.been affixed to the stable North American tectonic plate. See 
 DK5215.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5215
 DK5215.The horizontal coordinates are valid at the epoch date displayed above
 DK5215.which is a decimal equivalence of Year/Month/Day.
 DK5215
 DK5215.The orthometric height was determined by GPS observations and a
 DK5215.high-resolution geoid model using precise GPS observation and
 DK5215.processing techniques.
 DK5215
 DK5215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5215.GEOID18 height accuracy estimate available here.
 DK5215
 DK5215.Click photographs - Photos may exist for this station.
 DK5215
 DK5215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5215
 DK5215.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5215
 DK5215.The ellipsoidal height was determined by GPS observations
 DK5215.and is referenced to NAD 83.
 DK5215
 DK5215. The following values were computed from the NAD 83(2011) position.
 DK5215
 DK5215;                    North         East     Units Scale Factor Converg.
 DK5215;SPC WI C     -    86,076.643   490,111.954   MT  0.99995230   -0 58 36.0
 DK5215;SPC WI C     -   282,403.12  1,607,975.64   sFT  0.99995230   -0 58 36.0
 DK5215;UTM  15      - 4,939,736.359   628,232.703   MT  0.99980221   +1 08 04.8
 DK5215
 DK5215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5215!SPC WI C     -   0.99995934  x   0.99995230  =   0.99991164
 DK5215!UTM  15      -   0.99995934  x   0.99980221  =   0.99976156
 DK5215
 DK5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2823239736(NAD 83)
 DK5215
 DK5215                          SUPERSEDED SURVEY CONTROL
 DK5215
 DK5215  ELLIP H (01/19/10)  259.356  (m)                       GP(       ) 3 1
 DK5215  NAD 83(2007)-  44 35 58.36618(N)    091 23 03.17838(W) AD(2002.00) 1
 DK5215  ELLIP H (07/29/08)  259.354  (m)                       GP(2002.00) 3 1
 DK5215  NAVD 88 (07/29/08)  290.41   (m)  GEOID03  model used  GPS OBS        
 DK5215
 DK5215.Superseded values are not recommended for survey control.
 DK5215
 DK5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5215.See file dsdata.pdf to determine how the superseded data were derived.
 DK5215
 DK5215_MARKER: DD = SURVEY DISK
 DK5215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5215_STAMPING: CLEAR CREEK SW GPS 1992
 DK5215_MARK LOGO: WI-035
 DK5215_PROJECTION: FLUSH
 DK5215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5215+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DK5215
 DK5215  HISTORY     - Date     Condition        Report By
 DK5215  HISTORY     - 1992     MONUMENTED       WI-035
 DK5215  HISTORY     - 20061113 GOOD             WIDT
 DK5215  HISTORY     - 20100829 GOOD             GEOCAC
 DK5215  HISTORY     - 20111107 GOOD             WIDT
 DK5215  HISTORY     - 20111108 GOOD             WIDT
 DK5215
 DK5215                          STATION DESCRIPTION
 DK5215
 DK5215'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5215'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DK5215'HIGHWAY D (5TH AVENUE NORTH) IN THE VILLAGE OF STRUM, GO NORTHERLY ON
 DK5215'COUNTY HIGHWAY D FOR 2.9 MI (4.7 KM) TO COUNTY HIGHWAY YYY ON THE
 DK5215'LEFT, CONTINUE NORTH ON COUNTY HIGHWAY D FOR 0.25 MI (0.4 KM) TO THE
 DK5215'STATION ON THE LEFT.  THE STATION IS A BRONZE EAU CLAIRE COUNTY
 DK5215'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 30-CM (12 INCH)
 DK5215'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL
 DK5215'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.3 M (40.4 FT) NORTHWEST
 DK5215'OF THE CENTERLINE OF COUNTY HIGHWAY D, 14 M (45.9 FT) SOUTHWEST OF A
 DK5215'FIELD ENTRANCE, 1.4 M (4.6 FT) SOUTHEAST OF A BARBED WIRE FENCE, AND
 DK5215'1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4
 DK5215'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5215'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5215
 DK5215                          STATION RECOVERY (2010)
 DK5215
 DK5215'RECOVERY NOTE BY GEOCACHING 2010 (DMC)
 DK5215'RECOVERED IN GOOD CONDITION.
 DK5215
 DK5215                          STATION RECOVERY (2011)
 DK5215
 DK5215'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5215'RECOVERED IN GOOD CONDITION.
 DK5215
 DK5215                          STATION RECOVERY (2011)
 DK5215
 DK5215'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4608 ***********************************************************************
 DJ4608  DESIGNATION -  CLEAR CREEK WEST GPS
 DJ4608  PID         -  DJ4608
 DJ4608  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4608  COUNTRY     -  US
 DJ4608  USGS QUAD   -  CLEGHORN (2018)
 DJ4608
 DJ4608                         *CURRENT SURVEY CONTROL
 DJ4608  ______________________________________________________________________
 DJ4608* NAD 83(2011) POSITION- 44 39 24.56434(N) 091 23 14.11613(W)   ADJUSTED
 DJ4608* NAD 83(2011) ELLIP HT-   282.997 (meters)        (06/27/12)   ADJUSTED
 DJ4608* NAD 83(2011) EPOCH   -  2010.00
 DJ4608* NAVD 88 ORTHO HEIGHT -   314.073 (meters)     1030.42  (feet) ADJUSTED
 DJ4608  ______________________________________________________________________
 DJ4608  GEOID HEIGHT    -        -31.074 (meters)                     GEOID18
 DJ4608  NAD 83(2011) X  -   -110,025.711 (meters)                     COMP
 DJ4608  NAD 83(2011) Y  - -4,543,345.918 (meters)                     COMP
 DJ4608  NAD 83(2011) Z  -  4,460,500.019 (meters)                     COMP
 DJ4608  LAPLACE CORR    -         -4.67  (seconds)                    DEFLEC18
 DJ4608  DYNAMIC HEIGHT  -        314.038 (meters)     1030.31  (feet) COMP
 DJ4608  MODELED GRAVITY -    980,498.5   (mgal)                       NAVD 88
 DJ4608
 DJ4608  VERT ORDER      -  SECOND    CLASS I
 DJ4608
 DJ4608  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4608  Standards:
 DJ4608         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4608            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4608  -------------------------------------------------------------------
 DJ4608  NETWORK    0.49   0.39           0.22   0.17   0.20     -0.23369545
 DJ4608  -------------------------------------------------------------------
 DJ4608  Click here for local accuracies and other accuracy information.
 DJ4608
 DJ4608.The horizontal coordinates were established by GPS observations
 DJ4608.and adjusted by the National Geodetic Survey in June 2012.
 DJ4608
 DJ4608.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4608.been affixed to the stable North American tectonic plate. See 
 DJ4608.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4608
 DJ4608.The horizontal coordinates are valid at the epoch date displayed above
 DJ4608.which is a decimal equivalence of Year/Month/Day.
 DJ4608
 DJ4608.The orthometric height was determined by differential leveling and
 DJ4608.adjusted by the WI DEPT OF TRANSP
 DJ4608.in May 2012.
 DJ4608
 DJ4608.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4608.GEOID18 height accuracy estimate available here.
 DJ4608
 DJ4608.Click photographs - Photos may exist for this station.
 DJ4608
 DJ4608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4608
 DJ4608.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4608
 DJ4608.The ellipsoidal height was determined by GPS observations
 DJ4608.and is referenced to NAD 83.
 DJ4608
 DJ4608.The dynamic height is computed by dividing the NAVD 88
 DJ4608.geopotential number by the normal gravity value computed on the
 DJ4608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4608.degrees latitude (g = 980.6199 gals.).
 DJ4608
 DJ4608.The modeled gravity was interpolated from observed gravity values.
 DJ4608
 DJ4608. The following values were computed from the NAD 83(2011) position.
 DJ4608
 DJ4608;                    North         East     Units Scale Factor Converg.
 DJ4608;SPC WI C     -    92,444.427   489,979.486   MT  0.99994800   -0 58 43.7
 DJ4608;SPC WI C     -   303,294.76  1,607,541.03   sFT  0.99994800   -0 58 43.7
 DJ4608;UTM  15      - 4,946,093.992   627,865.716   MT  0.99980106   +1 08 01.3
 DJ4608
 DJ4608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4608!SPC WI C     -   0.99995563  x   0.99994800  =   0.99990363
 DJ4608!UTM  15      -   0.99995563  x   0.99980106  =   0.99975670
 DJ4608
 DJ4608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2786546093(NAD 83)
 DJ4608
 DJ4608                          SUPERSEDED SURVEY CONTROL
 DJ4608
 DJ4608  ELLIP H (01/19/10)  283.029  (m)                       GP(       ) 3 1
 DJ4608  NAD 83(2007)-  44 39 24.56449(N)    091 23 14.11699(W) AD(2002.00) 1
 DJ4608  ELLIP H (07/29/08)  283.027  (m)                       GP(2002.00) 3 1
 DJ4608  NAVD 88             314.06   (m)         1030.4    (f) LEVELING    3  
 DJ4608  NAVD 88 (07/08/08)  314.061  (m)         1030.38   (f) SUPERSEDED  2 1
 DJ4608
 DJ4608.Superseded values are not recommended for survey control.
 DJ4608
 DJ4608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4608.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4608
 DJ4608_MARKER: DD = SURVEY DISK
 DJ4608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4608_STAMPING: CLEAR CREEK WEST GPS 1992
 DJ4608_MARK LOGO: WI-035
 DJ4608_PROJECTION: FLUSH
 DJ4608_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4608+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2011
 DJ4608
 DJ4608  HISTORY     - Date     Condition        Report By
 DJ4608  HISTORY     - 1992     MONUMENTED       WI-035
 DJ4608  HISTORY     - 20061113 GOOD             WIDT
 DJ4608  HISTORY     - 20100829 GOOD             GEOCAC
 DJ4608  HISTORY     - 20111107 GOOD             WIDT
 DJ4608
 DJ4608                          STATION DESCRIPTION
 DJ4608
 DJ4608'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4608'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DJ4608'HIGHWAY V ABOUT 9 MI (14.5 KM) SOUTHEAST OF THE CITY OF EAU CLAIRE, GO
 DJ4608'SOUTH ON COUNTY HIGHWAY D FOR 0.25 MI (0.4 KM) TO MARSHALL AVENUE ON
 DJ4608'THE RIGHT, TURN RIGHT AND GO WEST ON MARSHALL AVENUE FOR 1.0 MI (1.6
 DJ4608'KM) TO MARTIN DRIVE, TURN LEFT AND GO SOUTH ON MARTIN DRIVE FOR 0.05
 DJ4608'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE EAU CLAIRE COUNTY
 DJ4608'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 30-CM (12 INCH)
 DJ4608'DIAMETER CONCRETE POST.  THE STATION IS 9.2 M (30.2 FT) EAST OF THE
 DJ4608'CENTERLINE OF MARTIN DRIVE, 95 M (311.7 FT) SOUTH OF THE CENTERLINE OF
 DJ4608'MARSHALL AVENUE, 52 M (170.6 FT) NORTH OF A WOOD POST FOR A --T
 DJ4608'INTERSECTION AHEAD-- SIGN, 8.6 M (28.2 FT) SOUTH OF A TELEPHONE
 DJ4608'PEDESTAL --2022--, 1.0 M (3.3 FT) NORTH, SOUTH, AND EAST OF AN ORANGE
 DJ4608'4X4 PLASTIC WITNESS POST, AND 0.4 M (1.3 FT) WEST OF A BARBED WIRE
 DJ4608'FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DJ4608'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4608
 DJ4608                          STATION RECOVERY (2010)
 DJ4608
 DJ4608'RECOVERY NOTE BY GEOCACHING 2010 (DMC)
 DJ4608'RECOVERED IN GOOD CONDITION.
 DJ4608
 DJ4608                          STATION RECOVERY (2011)
 DJ4608
 DJ4608'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4715 ***********************************************************************
 DJ4715  DESIGNATION -  CLEAR CREEK WEST GPS AZ MK
 DJ4715  PID         -  DJ4715
 DJ4715  STATE/COUNTY-  WI/EAU CLAIRE
 DJ4715  COUNTRY     -  US
 DJ4715  USGS QUAD   -  CLEGHORN (2018)
 DJ4715
 DJ4715                         *CURRENT SURVEY CONTROL
 DJ4715  ______________________________________________________________________
 DJ4715* NAD 83(1986) POSITION- 44 39 05.28   (N) 091 23 14.78   (W)   HD_HELD1
 DJ4715* NAVD 88 ORTHO HEIGHT -   316.432 (meters)     1038.16  (feet) ADJUSTED
 DJ4715  ______________________________________________________________________
 DJ4715  GEOID HEIGHT    -        -31.074 (meters)                     GEOID18
 DJ4715  DYNAMIC HEIGHT  -        316.397 (meters)     1038.05  (feet) COMP
 DJ4715  MODELED GRAVITY -    980,498.3   (mgal)                       NAVD 88
 DJ4715
 DJ4715  VERT ORDER      -  SECOND    CLASS I
 DJ4715
 DJ4715.The horizontal coordinates were determined by differentially corrected
 DJ4715.hand held GPS observations or other comparable positioning techniques
 DJ4715.and have an estimated accuracy of +/- 3 meters.
 DJ4715
 DJ4715.The orthometric height was determined by differential leveling and
 DJ4715.adjusted by the WI DEPT OF TRANSP
 DJ4715.in May 2012.
 DJ4715
 DJ4715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4715.GEOID18 height accuracy estimate available here.
 DJ4715
 DJ4715.Click photographs - Photos may exist for this station.
 DJ4715
 DJ4715.The dynamic height is computed by dividing the NAVD 88
 DJ4715.geopotential number by the normal gravity value computed on the
 DJ4715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4715.degrees latitude (g = 980.6199 gals.).
 DJ4715
 DJ4715.The modeled gravity was interpolated from observed gravity values.
 DJ4715
 DJ4715;                    North         East    Units  Estimated Accuracy
 DJ4715;SPC WI C     -    91,849.5     489,954.7     MT  (+/- 3 meters HH1 GPS) 
 DJ4715
 DJ4715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2786245498(NAD 83)
 DJ4715
 DJ4715                          SUPERSEDED SURVEY CONTROL
 DJ4715
 DJ4715  NAVD 88 (07/08/08)  316.420  (m)         1038.12   (f) SUPERSEDED  2 1
 DJ4715
 DJ4715.Superseded values are not recommended for survey control.
 DJ4715
 DJ4715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4715.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4715
 DJ4715_MARKER: DZ = AZIMUTH MARK DISK
 DJ4715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4715_STAMPING: CLEAR CREEK WEST GPS 1992
 DJ4715_MARK LOGO: WI-035
 DJ4715_PROJECTION: FLUSH
 DJ4715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ4715+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2011
 DJ4715
 DJ4715  HISTORY     - Date     Condition        Report By
 DJ4715  HISTORY     - 1992     MONUMENTED       WI-035
 DJ4715  HISTORY     - 20060720 GOOD             WIDT
 DJ4715  HISTORY     - 20111107 GOOD             WIDT
 DJ4715
 DJ4715                          STATION DESCRIPTION
 DJ4715
 DJ4715'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4715'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DJ4715'HIGHWAY V ABOUT 9 MI (14.5 KM) SOUTHEAST OF THE CITY OF EAU CLAIRE, GO
 DJ4715'SOUTH ON COUNTY HIGHWAY D FOR 0.25 MI (0.4 KM) TO MARSHALL AVENUE ON
 DJ4715'THE RIGHT, TURN RIGHT AND GO WEST ON MARSHALL AVENUE FOR 1.0 MI (1.6
 DJ4715'KM) TO MARTIN DRIVE, TURN LEFT AND GO SOUTH ON MARTIN DRIVE FOR 0.4 MI
 DJ4715'(0.6 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE EAU
 DJ4715'CLAIRE COUNTY GEODETIC CONTROL AZIMUTH MARKER DISK SET IN THE TOP OF A
 DJ4715'30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4715'RIGHT-OF-WAY ABOUT 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT.  THE
 DJ4715'STATION IS 5.8 M (19.0 FT) WEST OF THE CENTERLINE OF MARTIN DRIVE, 18
 DJ4715'M (59.1 FT) SOUTH OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 3.5 M
 DJ4715'(11.5 FT) EAST OF A BARBED WIRE FENCE, 0.6 M (2.0 FT) EAST OF A GREEN
 DJ4715'METAL WITNESS POST, AND 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS
 DJ4715'POST.  ---NOTE---THIS STATION IS CURRENTLY NOT SUITABLE FOR GPS
 DJ4715'OBSERVATIONS DUE TO A TREE TO THE SOUTHWEST OF THE STATION EXTENDING
 DJ4715'TO 60 DEGREES ABOVE THE HORIZON.
 DJ4715
 DJ4715                          STATION RECOVERY (2011)
 DJ4715
 DJ4715'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4715'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9083 ***********************************************************************
 AC9083  DESIGNATION -  CLEAR LAKE C 423
 AC9083  PID         -  AC9083
 AC9083  STATE/COUNTY-  WI/POLK
 AC9083  COUNTRY     -  US
 AC9083  USGS QUAD   -  CLAYTON (2018)
 AC9083
 AC9083                         *CURRENT SURVEY CONTROL
 AC9083  ______________________________________________________________________
 AC9083* NAD 83(2011) POSITION- 45 15 31.85080(N) 092 11 51.34606(W)   ADJUSTED
 AC9083* NAD 83(2011) ELLIP HT-   335.231 (meters)        (06/27/12)   ADJUSTED
 AC9083* NAD 83(2011) EPOCH   -  2010.00
 AC9083* NAVD 88 ORTHO HEIGHT -   365.488 (meters)     1199.11  (feet) ADJUSTED
 AC9083  ______________________________________________________________________
 AC9083  GEOID HEIGHT    -        -30.254 (meters)                     GEOID18
 AC9083  NAD 83(2011) X  -   -172,458.305 (meters)                     COMP
 AC9083  NAD 83(2011) Y  - -4,494,131.999 (meters)                     COMP
 AC9083  NAD 83(2011) Z  -  4,507,881.725 (meters)                     COMP
 AC9083  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 AC9083  DYNAMIC HEIGHT  -        365.442 (meters)     1198.95  (feet) COMP
 AC9083  MODELED GRAVITY -    980,481.5   (mgal)                       NAVD 88
 AC9083
 AC9083  VERT ORDER      -  SECOND    CLASS I
 AC9083
 AC9083  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9083  Standards:
 AC9083         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9083            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9083  -------------------------------------------------------------------
 AC9083  NETWORK    0.56   0.92           0.25   0.20   0.47     -0.10961985
 AC9083  -------------------------------------------------------------------
 AC9083  Click here for local accuracies and other accuracy information.
 AC9083
 AC9083.The horizontal coordinates were established by GPS observations
 AC9083.and adjusted by the National Geodetic Survey in June 2012.
 AC9083
 AC9083.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9083.been affixed to the stable North American tectonic plate. See 
 AC9083.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9083
 AC9083.The horizontal coordinates are valid at the epoch date displayed above
 AC9083.which is a decimal equivalence of Year/Month/Day.
 AC9083
 AC9083.The orthometric height was determined by differential leveling and
 AC9083.adjusted by the WI DEPT OF TRANSP
 AC9083.in May 2012.
 AC9083
 AC9083.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9083.GEOID18 height accuracy estimate available here.
 AC9083
 AC9083.Click photographs - Photos may exist for this station.
 AC9083
 AC9083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9083
 AC9083.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9083
 AC9083.The ellipsoidal height was determined by GPS observations
 AC9083.and is referenced to NAD 83.
 AC9083
 AC9083.The dynamic height is computed by dividing the NAVD 88
 AC9083.geopotential number by the normal gravity value computed on the
 AC9083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9083.degrees latitude (g = 980.6199 gals.).
 AC9083
 AC9083.The modeled gravity was interpolated from observed gravity values.
 AC9083
 AC9083. The following values were computed from the NAD 83(2011) position.
 AC9083
 AC9083;                    North         East     Units Scale Factor Converg.
 AC9083;SPC WI C     -   160,738.351   427,535.892   MT  0.99996299   -1 33 02.1
 AC9083;SPC WI C     -   527,355.74  1,402,674.01   sFT  0.99996299   -1 33 02.1
 AC9083;UTM  15      - 5,012,018.860   562,956.285   MT  0.99964873   +0 34 11.9
 AC9083
 AC9083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9083!SPC WI C     -   0.99994744  x   0.99996299  =   0.99991044
 AC9083!UTM  15      -   0.99994744  x   0.99964873  =   0.99959619
 AC9083
 AC9083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6295612018(NAD 83)
 AC9083
 AC9083                          SUPERSEDED SURVEY CONTROL
 AC9083
 AC9083  NAD 83(2007)-  45 15 31.85071(N)    092 11 51.34656(W) AD(2002.00) 0
 AC9083  ELLIP H (02/10/07)  335.266  (m)                       GP(2002.00)    
 AC9083  NAD 83(1997)-  45 15 31.85088(N)    092 11 51.34677(W) AD(       ) 1
 AC9083  ELLIP H (09/30/02)  335.288  (m)                       GP(       ) 2 1
 AC9083  NAD 83(1991)-  45 15 31.85050(N)    092 11 51.34558(W) AD(       ) 1
 AC9083  ELLIP H (06/10/97)  335.294  (m)                       GP(       ) 2 1
 AC9083  NAVD 88 (06/10/97)  365.4    (m)  GEOID96  model used  GPS OBS        
 AC9083
 AC9083.Superseded values are not recommended for survey control.
 AC9083
 AC9083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9083.See file dsdata.pdf to determine how the superseded data were derived.
 AC9083
 AC9083_MARKER: DD = SURVEY DISK
 AC9083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9083_STAMPING: CLEAR LAKE C. 423 1995
 AC9083_MARK LOGO: WI-095
 AC9083_PROJECTION: FLUSH
 AC9083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9083+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 AC9083
 AC9083  HISTORY     - Date     Condition        Report By
 AC9083  HISTORY     - 1995     MONUMENTED       WI-095
 AC9083  HISTORY     - 20050509 GOOD             WIDT
 AC9083  HISTORY     - 20051113 GOOD             USPSQD
 AC9083  HISTORY     - 20070404 GOOD             WIDT
 AC9083
 AC9083                          STATION DESCRIPTION
 AC9083
 AC9083'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9083'THE STATION IS LOCATED 3.5 MI (5.6 KM) EAST OF VILLAGE OF CLEAR LAKE,
 AC9083'WISCONSIN IN THE NORTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTION 14,
 AC9083'T.32N., R.15W., 4TH P.M.  TOWN OF CLEAR LAKE, POLK COUNTY.  TO REACH
 AC9083'THE STATION FROM THE VILLAGE OF CLEAR LAKE, BEGIN AT THE INTERSECTION
 AC9083'OF COUNTY TRUNK HIGHWAY JJ AND COUNTY TRUNK HIGHWAY A, GO EAST 3.5 MI
 AC9083'(5.6 KM) TO THE INTERSECTION OF COUNTY TRUNK HIGHWAY A AND COUNTY
 AC9083'TRUNK HIGHWAY PP, GO NORTH .35 MI (0.56 KM) TO THE STATION.  THE
 AC9083'STATION IS LOCATED 26 FEET (7.9 M) EAST OF CENTERLINE OF COUNTY
 AC9083'HIGHWAY P, 17 FEET (5.2 M) NORTH OF FIELD DRIVE TO EAST. THE STATION
 AC9083'IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M)
 AC9083'DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS
 AC9083'POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9083
 AC9083                          STATION RECOVERY (2005)
 AC9083
 AC9083'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (EPS)
 AC9083'RECOVERED IN GOOD CONDITION.
 AC9083
 AC9083                          STATION RECOVERY (2005)
 AC9083
 AC9083'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 AC9083'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.1 M SOUTHWEST AND
 AC9083'1.1 M NORTHWEST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.  NOTE-- VISIBLE
 AC9083'OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH AND WEST QUADRANTS
 AC9083'EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
 AC9083
 AC9083                          STATION RECOVERY (2007)
 AC9083
 AC9083'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AC9083'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4263 ***********************************************************************
 DL4263  DESIGNATION -  CLEAR LAKE E GPS
 DL4263  PID         -  DL4263
 DL4263  STATE/COUNTY-  WI/POLK
 DL4263  COUNTRY     -  US
 DL4263  USGS QUAD   -  CLAYTON (2018)
 DL4263
 DL4263                         *CURRENT SURVEY CONTROL
 DL4263  ______________________________________________________________________
 DL4263* NAD 83(2011) POSITION- 45 15 09.07197(N) 092 11 51.20854(W)   ADJUSTED
 DL4263* NAD 83(2011) ELLIP HT-   346.498 (meters)        (04/15/13)   ADJUSTED
 DL4263* NAD 83(2011) EPOCH   -  2010.00
 DL4263* NAVD 88 ORTHO HEIGHT -   376.776 (meters)     1236.14  (feet) ADJUSTED
 DL4263  ______________________________________________________________________
 DL4263  GEOID HEIGHT    -        -30.275 (meters)                     GEOID18
 DL4263  NAD 83(2011) X  -   -172,474.766 (meters)                     COMP
 DL4263  NAD 83(2011) Y  - -4,494,639.160 (meters)                     COMP
 DL4263  NAD 83(2011) Z  -  4,507,394.679 (meters)                     COMP
 DL4263  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 DL4263  DYNAMIC HEIGHT  -        376.729 (meters)     1235.99  (feet) COMP
 DL4263  MODELED GRAVITY -    980,481.2   (mgal)                       NAVD 88
 DL4263
 DL4263  VERT ORDER      -  SECOND    CLASS I
 DL4263
 DL4263  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4263  Standards:
 DL4263         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4263            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4263  -------------------------------------------------------------------
 DL4263  NETWORK    0.43   0.74           0.20   0.14   0.38      0.06511277
 DL4263  -------------------------------------------------------------------
 DL4263  Click here for local accuracies and other accuracy information.
 DL4263
 DL4263.The horizontal coordinates were established by GPS observations
 DL4263.and adjusted by the National Geodetic Survey in April 2013.
 DL4263
 DL4263.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4263.been affixed to the stable North American tectonic plate. See 
 DL4263.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4263
 DL4263.The horizontal coordinates are valid at the epoch date displayed above
 DL4263.which is a decimal equivalence of Year/Month/Day.
 DL4263
 DL4263.The orthometric height was determined by differential leveling and
 DL4263.adjusted by the WI DEPT OF TRANSP
 DL4263.in May 2012.
 DL4263
 DL4263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4263.GEOID18 height accuracy estimate available here.
 DL4263
 DL4263.Click photographs - Photos may exist for this station.
 DL4263
 DL4263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4263
 DL4263.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4263
 DL4263.The ellipsoidal height was determined by GPS observations
 DL4263.and is referenced to NAD 83.
 DL4263
 DL4263.The dynamic height is computed by dividing the NAVD 88
 DL4263.geopotential number by the normal gravity value computed on the
 DL4263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4263.degrees latitude (g = 980.6199 gals.).
 DL4263
 DL4263.The modeled gravity was interpolated from observed gravity values.
 DL4263
 DL4263. The following values were computed from the NAD 83(2011) position.
 DL4263
 DL4263;                    North         East     Units Scale Factor Converg.
 DL4263;SPC WI C     -   160,035.341   427,519.861   MT  0.99996225   -1 33 02.0
 DL4263;SPC WI C     -   525,049.28  1,402,621.41   sFT  0.99996225   -1 33 02.0
 DL4263;UTM  15      - 5,011,315.959   562,966.275   MT  0.99964875   +0 34 11.7
 DL4263
 DL4263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4263!SPC WI C     -   0.99994568  x   0.99996225  =   0.99990793
 DL4263!UTM  15      -   0.99994568  x   0.99964875  =   0.99959445
 DL4263
 DL4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6296611315(NAD 83)
 DL4263
 DL4263                          SUPERSEDED SURVEY CONTROL
 DL4263
 DL4263  NAD 83(2007)-  45 15 09.07190(N)    092 11 51.20906(W) AD(2002.00) 1
 DL4263  ELLIP H (04/06/12)  346.534  (m)                       GP(2002.00) 1 1
 DL4263  NAVD 88             376.78   (m)         1236.2    (f) LEVELING    3  
 DL4263
 DL4263.Superseded values are not recommended for survey control.
 DL4263
 DL4263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4263.See file dsdata.pdf to determine how the superseded data were derived.
 DL4263
 DL4263_MARKER: DD = SURVEY DISK
 DL4263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4263_STAMPING: CLEAR LAKE E GPS 2005
 DL4263_MARK LOGO: WIDT
 DL4263_PROJECTION: FLUSH
 DL4263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4263+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2007
 DL4263
 DL4263  HISTORY     - Date     Condition        Report By
 DL4263  HISTORY     - 2005     MONUMENTED       WIDT
 DL4263  HISTORY     - 20071030 GOOD             WIDT
 DL4263
 DL4263                          STATION DESCRIPTION
 DL4263
 DL4263'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4263'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHWEST OF GRAYTOWN,
 DL4263'3.6 MI (5.8 KM) WEST-NORTHWEST OF REEVE AND 3.6 MI (5.8 KM) EAST OF
 DL4263'CLEAR LAKE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4263'
 DL4263'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DL4263'HIGHWAY P ABOUT 3 MI (4.8 KM) EAST OF THE VILLAGE OF CLEAR LAKE, GO
 DL4263'SOUTH ON COUNTY HIGHWAY P FOR 52 M (170.6 FT) TO THE STATION ON THE
 DL4263'LEFT.
 DL4263'
 DL4263'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4263'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4263'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4263'9.2 M (30.2 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY P, 51.5 M
 DL4263'(169.0 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY A, 41.4 M (135.8
 DL4263'FT) SOUTH OF A METAL POST FOR A STOP SIGN, 34.5 M (113.2 FT) NORTH OF
 DL4263'POWER POLE NUMBER 7434AG1 WITH A LONE GUY WIRE, 23.5 M (77.1 FT) NORTH
 DL4263'OF A WOODEN POST FOR A JUNCTION COUNTY HIGHWAY A SIGN AND 1.0 M (3.3
 DL4263'FT) EAST, NORTHWEST AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DL4263'POST.
 DL4263'
 DL4263'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4263'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QO1459 ***********************************************************************
 QO1459  DESIGNATION -  CLEAR LAKE MUNICIPAL TANK
 QO1459  PID         -  QO1459
 QO1459  STATE/COUNTY-  WI/POLK
 QO1459  COUNTRY     -  US
 QO1459  USGS QUAD   -  AMERY (2018)
 QO1459
 QO1459                         *CURRENT SURVEY CONTROL
 QO1459  ______________________________________________________________________
 QO1459* NAD 83(1996) POSITION- 45 15 09.26204(N) 092 16 19.88937(W)   ADJUSTED
 QO1459  ______________________________________________________________________
 QO1459  GEOID HEIGHT    -        -30.082 (meters)                     GEOID18
 QO1459  LAPLACE CORR    -         -8.47  (seconds)                    DEFLEC18
 QO1459  HORZ ORDER      -  THIRD
 QO1459
 QO1459.The horizontal coordinates were established by classical geodetic methods
 QO1459.and adjusted by the National Geodetic Survey in March 1999.
 QO1459
 QO1459.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1459.GEOID18 height accuracy estimate available here.
 QO1459
 QO1459.Click photographs - Photos may exist for this station.
 QO1459
 QO1459.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1459
 QO1459. The following values were computed from the NAD 83(1996) position.
 QO1459
 QO1459;                    North         East     Units Scale Factor Converg.
 QO1459;SPC WI C     -   160,202.421   421,663.751   MT  0.99996226   -1 36 11.5
 QO1459;SPC WI C     -   525,597.44  1,383,408.49   sFT  0.99996226   -1 36 11.5
 QO1459;UTM  15      - 5,011,266.278   557,109.855   MT  0.99964010   +0 31 00.9
 QO1459
 QO1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5710911266(NAD 83)
 QO1459
 QO1459                          SUPERSEDED SURVEY CONTROL
 QO1459
 QO1459  NAD 83(1991)-  45 15 09.25978(N)    092 16 19.88566(W) AD(       ) 3
 QO1459  NAD 83(1986)-  45 15 09.25036(N)    092 16 19.89484(W) AD(       ) 3
 QO1459  NAD 27      -  45 15 09.38200(N)    092 16 19.22100(W) AD(       ) 3
 QO1459
 QO1459.Superseded values are not recommended for survey control.
 QO1459
 QO1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1459.See file dsdata.pdf to determine how the superseded data were derived.
 QO1459
 QO1459_MARKER: 53 = ELEVATED TANK
 QO1459
 QO1459  HISTORY     - Date     Condition        Report By
 QO1459  HISTORY     - 1934     FIRST OBSERVED   CGS
 QO1459
 QO1459                          STATION DESCRIPTION
 QO1459
 QO1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO1459'THIS STATION IS THE CENTER OF THE MUNICIPAL TANK IN CLEAR
 QO1459'LAKE.  THE TANK IS ABOUT 110 FEET HIGH, PAINTED SILVER WITH THE
 QO1459'LETTERS CLEAR LAKE PAINTED ON IT.  IT IS 70 FEET WEST OF THE
 QO1459'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY, 80 FEET NORTH
 QO1459'OF THE CENTER LINE OF GRAVES STREET (COUNTY HIGHWAY F) AND
 QO1459'WAS CONSTRUCTED IN 1912.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9084 ***********************************************************************
 AC9084  HT_MOD      -  This is a Height Modernization Survey Station.
 AC9084  DESIGNATION -  CLEAR LAKE NE 425
 AC9084  PID         -  AC9084
 AC9084  STATE/COUNTY-  WI/POLK
 AC9084  COUNTRY     -  US
 AC9084  USGS QUAD   -  CLAYTON (2018)
 AC9084
 AC9084                         *CURRENT SURVEY CONTROL
 AC9084  ______________________________________________________________________
 AC9084* NAD 83(2011) POSITION- 45 16 54.05393(N) 092 09 29.56926(W)   ADJUSTED
 AC9084* NAD 83(2011) ELLIP HT-   348.192 (meters)        (06/27/12)   ADJUSTED
 AC9084* NAD 83(2011) EPOCH   -  2010.00
 AC9084* NAVD 88 ORTHO HEIGHT -   378.45  (meters)     1241.6   (feet) GPS OBS
 AC9084  ______________________________________________________________________
 AC9084  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AC9084  GEOID HEIGHT    -        -30.257 (meters)                     GEOID12A
 AC9084  GEOID HEIGHT    -        -30.257 (meters)                     GEOID18
 AC9084  NAD 83(2011) X  -   -169,301.653 (meters)                     COMP
 AC9084  NAD 83(2011) Y  - -4,492,456.887 (meters)                     COMP
 AC9084  NAD 83(2011) Z  -  4,509,676.988 (meters)                     COMP
 AC9084  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 AC9084
 AC9084  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9084  Standards:
 AC9084         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9084            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9084  -------------------------------------------------------------------
 AC9084  NETWORK    0.34   0.57           0.16   0.10   0.29     -0.01386978
 AC9084  -------------------------------------------------------------------
 AC9084  Click here for local accuracies and other accuracy information.
 AC9084
 AC9084.The horizontal coordinates were established by GPS observations
 AC9084.and adjusted by the National Geodetic Survey in June 2012.
 AC9084
 AC9084.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9084.been affixed to the stable North American tectonic plate. See 
 AC9084.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9084
 AC9084.The horizontal coordinates are valid at the epoch date displayed above
 AC9084.which is a decimal equivalence of Year/Month/Day.
 AC9084
 AC9084.The orthometric height was determined by GPS observations and a
 AC9084.high-resolution geoid model using precise GPS observation and
 AC9084.processing techniques.
 AC9084
 AC9084.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9084.GEOID18 height accuracy estimate available here.
 AC9084
 AC9084.Click photographs - Photos may exist for this station.
 AC9084
 AC9084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9084
 AC9084.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9084
 AC9084.The ellipsoidal height was determined by GPS observations
 AC9084.and is referenced to NAD 83.
 AC9084
 AC9084. The following values were computed from the NAD 83(2011) position.
 AC9084
 AC9084;                    North         East     Units Scale Factor Converg.
 AC9084;SPC WI C     -   163,192.198   430,693.270   MT  0.99996573   -1 31 22.0
 AC9084;SPC WI C     -   535,406.40  1,413,032.84   sFT  0.99996573   -1 31 22.0
 AC9084;UTM  15      - 5,014,587.062   566,019.735   MT  0.99965359   +0 35 53.4
 AC9084
 AC9084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9084!SPC WI C     -   0.99994541  x   0.99996573  =   0.99991114
 AC9084!UTM  15      -   0.99994541  x   0.99965359  =   0.99959902
 AC9084
 AC9084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6601914587(NAD 83)
 AC9084
 AC9084                          SUPERSEDED SURVEY CONTROL
 AC9084
 AC9084  NAD 83(2007)-  45 16 54.05383(N)    092 09 29.56977(W) AD(2002.00) 0
 AC9084  ELLIP H (02/10/07)  348.226  (m)                       GP(2002.00)    
 AC9084  NAD 83(1997)-  45 16 54.05404(N)    092 09 29.56998(W) AD(       ) 1
 AC9084  ELLIP H (09/30/02)  348.246  (m)                       GP(       ) 2 1
 AC9084  NAD 83(1991)-  45 16 54.05352(N)    092 09 29.56871(W) AD(       ) 1
 AC9084  ELLIP H (06/10/97)  348.254  (m)                       GP(       ) 2 1
 AC9084  NAVD 88 (06/10/97)  378.4    (m)  GEOID96  model used  GPS OBS        
 AC9084
 AC9084.Superseded values are not recommended for survey control.
 AC9084
 AC9084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9084.See file dsdata.pdf to determine how the superseded data were derived.
 AC9084
 AC9084_MARKER: DD = SURVEY DISK
 AC9084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9084_STAMPING: CLEAR LAKE NE 425 1995
 AC9084_MARK LOGO: WI-095
 AC9084_PROJECTION: FLUSH
 AC9084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9084+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2007
 AC9084
 AC9084  HISTORY     - Date     Condition        Report By
 AC9084  HISTORY     - 1995     MONUMENTED       WI-095
 AC9084  HISTORY     - 20051118 GOOD             WIDT
 AC9084  HISTORY     - 20071031 GOOD             WIDT
 AC9084
 AC9084                          STATION DESCRIPTION
 AC9084
 AC9084'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9084'THE STATION IS LOCATED 6.25 MI (10.06 KM) NORTHEAST OF VILLAGE OF
 AC9084'CLEAR LAKE, WISCONSIN IN THE NORTHEAST QUARTER OF NORTHEAST QUARTER OF
 AC9084'SECTION 12, T.32N., R.15W., 4TH P.M.  TOWN OF CLEAR LAKE, POLK COUNTY.
 AC9084'TO REACH THE STATION, BEGIN AT THE INTERSECTION OF COUNTY TRUNK
 AC9084'HIGHWAY JJ AND COUNTY TRUNK HIGHWAY A, GO EAST - SOUTH EAST 6.5 MI
 AC9084'(10.5 KM) TO THE INTERSECTION OF COUNTY TRUNK HIGHWAY A AND POLK
 AC9084'BARRON STREET, GO NORTH ALONG POLK BARRON STREET 3 MI (4.8 KM) TO THE
 AC9084'STATION.  THE STATION IS LOCATED 21 FEET (6.4 M) SOUTH OF CENTERLINE
 AC9084'OF 50TH AVENUE, 15 FEET (4.6 M) EAST OF CENTERLINE OF FIELD DRIVE TO
 AC9084'SOUTH, 412 FEET (125.6 M) WEST OF POLK BARRON STREET.  THE STATION IS
 AC9084'A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP
 AC9084'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST
 AC9084'IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9084
 AC9084                          STATION RECOVERY (2005)
 AC9084
 AC9084'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9084'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9.5 M EAST OF THE
 AC9084'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --5-- AND 1.0 M SOUTH, 0.9 M
 AC9084'NORTHWEST, AND 0.9 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9084'POSTS.
 AC9084
 AC9084                          STATION RECOVERY (2007)
 AC9084
 AC9084'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AC9084'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7084 ***********************************************************************
 DN7084  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7084  DESIGNATION -  CLEAR LAKE S GPS
 DN7084  PID         -  DN7084
 DN7084  STATE/COUNTY-  WI/POLK
 DN7084  COUNTRY     -  US
 DN7084  USGS QUAD   -  GRAYTOWN (2018)
 DN7084
 DN7084                         *CURRENT SURVEY CONTROL
 DN7084  ______________________________________________________________________
 DN7084* NAD 83(2011) POSITION- 45 13 25.92256(N) 092 12 56.23507(W)   ADJUSTED
 DN7084* NAD 83(2011) ELLIP HT-   328.568 (meters)        (04/15/13)   ADJUSTED
 DN7084* NAD 83(2011) EPOCH   -  2010.00
 DN7084* NAVD 88 ORTHO HEIGHT -   358.90  (meters)     1177.5   (feet) GPS OBS
 DN7084  ______________________________________________________________________
 DN7084  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7084  GEOID HEIGHT    -        -30.324 (meters)                     GEOID12A
 DN7084  GEOID HEIGHT    -        -30.325 (meters)                     GEOID18
 DN7084  NAD 83(2011) X  -   -173,978.654 (meters)                     COMP
 DN7084  NAD 83(2011) Y  - -4,496,831.392 (meters)                     COMP
 DN7084  NAD 83(2011) Z  -  4,505,139.534 (meters)                     COMP
 DN7084  LAPLACE CORR    -         -5.01  (seconds)                    DEFLEC18
 DN7084
 DN7084  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7084  Standards:
 DN7084         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7084            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7084  -------------------------------------------------------------------
 DN7084  NETWORK    0.53   0.98           0.24   0.18   0.50      0.09831356
 DN7084  -------------------------------------------------------------------
 DN7084  Click here for local accuracies and other accuracy information.
 DN7084
 DN7084.The horizontal coordinates were established by GPS observations
 DN7084.and adjusted by the National Geodetic Survey in April 2013.
 DN7084
 DN7084.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7084.been affixed to the stable North American tectonic plate. See 
 DN7084.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7084
 DN7084.The horizontal coordinates are valid at the epoch date displayed above
 DN7084.which is a decimal equivalence of Year/Month/Day.
 DN7084
 DN7084.The orthometric height was determined by GPS observations and a
 DN7084.high-resolution geoid model using precise GPS observation and
 DN7084.processing techniques.
 DN7084
 DN7084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7084.GEOID18 height accuracy estimate available here.
 DN7084
 DN7084.Click photographs - Photos may exist for this station.
 DN7084
 DN7084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7084
 DN7084.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7084
 DN7084.The ellipsoidal height was determined by GPS observations
 DN7084.and is referenced to NAD 83.
 DN7084
 DN7084. The following values were computed from the NAD 83(2011) position.
 DN7084
 DN7084;                    North         East     Units Scale Factor Converg.
 DN7084;SPC WI C     -   156,890.826   426,015.634   MT  0.99995910   -1 33 47.8
 DN7084;SPC WI C     -   514,732.65  1,397,686.29   sFT  0.99995910   -1 33 47.8
 DN7084;UTM  15      - 5,008,118.945   561,579.851   MT  0.99964662   +0 33 24.6
 DN7084
 DN7084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7084!SPC WI C     -   0.99994849  x   0.99995910  =   0.99990759
 DN7084!UTM  15      -   0.99994849  x   0.99964662  =   0.99959513
 DN7084
 DN7084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6157908118(NAD 83)
 DN7084
 DN7084                          SUPERSEDED SURVEY CONTROL
 DN7084
 DN7084  NAD 83(2007)-  45 13 25.92251(N)    092 12 56.23558(W) AD(2002.00) 1
 DN7084  ELLIP H (04/06/12)  328.603  (m)                       GP(2002.00) 1 1
 DN7084
 DN7084.Superseded values are not recommended for survey control.
 DN7084
 DN7084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7084.See file dsdata.pdf to determine how the superseded data were derived.
 DN7084
 DN7084_MARKER: DD = SURVEY DISK
 DN7084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7084_STAMPING: CLEAR LAKE S GPS 2005
 DN7084_MARK LOGO: WIDT
 DN7084_PROJECTION: FLUSH
 DN7084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7084+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 DN7084
 DN7084  HISTORY     - Date     Condition        Report By
 DN7084  HISTORY     - 2004     MONUMENTED       WIDT
 DN7084  HISTORY     - 20071029 GOOD             WIDT
 DN7084
 DN7084                          STATION DESCRIPTION
 DN7084
 DN7084'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7084'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DN7084'HIGHWAY P ABOUT 4 MI (6.4 KM) EAST OF THE VILLAGE OF CLEAR LAKE, GO
 DN7084'SOUTH COUNTY HIGHWAY P FOR 2.0 MI (3.2 KM) TO 10TH AVENUE.  TURN RIGHT
 DN7084'AND GO WEST ON 10TH AVENUE FOR 0.85 MI (1.4 KM) TO THE STATION ON THE
 DN7084'LEFT.
 DN7084'
 DN7084'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7084'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7084'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DN7084'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 11.2 M (36.7 FT) SOUTH
 DN7084'OF THE CENTERLINE OF 10TH AVENUE, 139 M (456.0 FT) EAST OF PRIVATE
 DN7084'ENTRANCE NUMBER -94- 44.3 M (145.3 FT) WEST-SOUTHWEST OF POWER POLE
 DN7084'NUMBER -7434AK3- AND 1.0 M (3.3 FT) EAST AND WEST OF AN ORANGE 4X4
 DN7084'PLASTIC WITNESS POST.
 DN7084'
 DN7084'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7084'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AC9085 ***********************************************************************
 AC9085  DESIGNATION -  CLEAR LAKE W 426
 AC9085  PID         -  AC9085
 AC9085  STATE/COUNTY-  WI/POLK
 AC9085  COUNTRY     -  US
 AC9085  USGS QUAD   -  AMERY (2018)
 AC9085
 AC9085                         *CURRENT SURVEY CONTROL
 AC9085  ______________________________________________________________________
 AC9085* NAD 83(2011) POSITION- 45 15 54.27521(N) 092 15 04.47405(W)   ADJUSTED
 AC9085* NAD 83(2011) ELLIP HT-   353.366 (meters)        (06/27/12)   ADJUSTED
 AC9085* NAD 83(2011) EPOCH   -  2010.00
 AC9085* NAVD 88 ORTHO HEIGHT -   383.457 (meters)     1258.06  (feet) ADJUSTED
 AC9085  ______________________________________________________________________
 AC9085  GEOID HEIGHT    -        -30.098 (meters)                     GEOID18
 AC9085  NAD 83(2011) X  -   -176,647.318 (meters)                     COMP
 AC9085  NAD 83(2011) Y  - -4,493,489.919 (meters)                     COMP
 AC9085  NAD 83(2011) Z  -  4,508,381.900 (meters)                     COMP
 AC9085  LAPLACE CORR    -         -7.85  (seconds)                    DEFLEC18
 AC9085  DYNAMIC HEIGHT  -        383.410 (meters)     1257.90  (feet) COMP
 AC9085  MODELED GRAVITY -    980,484.3   (mgal)                       NAVD 88
 AC9085
 AC9085  VERT ORDER      -  SECOND    CLASS I
 AC9085
 AC9085  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9085  Standards:
 AC9085         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9085            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9085  -------------------------------------------------------------------
 AC9085  NETWORK    0.31   0.55           0.14   0.11   0.28      0.03269853
 AC9085  -------------------------------------------------------------------
 AC9085  Click here for local accuracies and other accuracy information.
 AC9085
 AC9085.The horizontal coordinates were established by GPS observations
 AC9085.and adjusted by the National Geodetic Survey in June 2012.
 AC9085
 AC9085.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9085.been affixed to the stable North American tectonic plate. See 
 AC9085.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9085
 AC9085.The horizontal coordinates are valid at the epoch date displayed above
 AC9085.which is a decimal equivalence of Year/Month/Day.
 AC9085
 AC9085.The orthometric height was determined by differential leveling and
 AC9085.adjusted by the WI DEPT OF TRANSP
 AC9085.in May 2012.
 AC9085
 AC9085.No vertical observational check was made to the station.
 AC9085
 AC9085.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9085.GEOID18 height accuracy estimate available here.
 AC9085
 AC9085.Click photographs - Photos may exist for this station.
 AC9085
 AC9085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9085
 AC9085.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9085
 AC9085.The ellipsoidal height was determined by GPS observations
 AC9085.and is referenced to NAD 83.
 AC9085
 AC9085.The dynamic height is computed by dividing the NAVD 88
 AC9085.geopotential number by the normal gravity value computed on the
 AC9085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9085.degrees latitude (g = 980.6199 gals.).
 AC9085
 AC9085.The modeled gravity was interpolated from observed gravity values.
 AC9085
 AC9085. The following values were computed from the NAD 83(2011) position.
 AC9085
 AC9085;                    North         East     Units Scale Factor Converg.
 AC9085;SPC WI C     -   161,545.658   423,346.035   MT  0.99996372   -1 35 18.3
 AC9085;SPC WI C     -   530,004.38  1,388,927.78   sFT  0.99996372   -1 35 18.3
 AC9085;UTM  15      - 5,012,670.382   558,740.767   MT  0.99964242   +0 31 54.9
 AC9085
 AC9085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9085!SPC WI C     -   0.99994460  x   0.99996372  =   0.99990832
 AC9085!UTM  15      -   0.99994460  x   0.99964242  =   0.99958704
 AC9085
 AC9085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5874012670(NAD 83)
 AC9085
 AC9085                          SUPERSEDED SURVEY CONTROL
 AC9085
 AC9085  NAD 83(2007)-  45 15 54.27513(N)    092 15 04.47454(W) AD(2002.00) 0
 AC9085  ELLIP H (02/10/07)  353.402  (m)                       GP(2002.00)    
 AC9085  NAD 83(1997)-  45 15 54.27530(N)    092 15 04.47470(W) AD(       ) 1
 AC9085  ELLIP H (09/30/02)  353.425  (m)                       GP(       ) 2 1
 AC9085  NAD 83(1991)-  45 15 54.27469(N)    092 15 04.47341(W) AD(       ) 1
 AC9085  ELLIP H (06/10/97)  353.434  (m)                       GP(       ) 2 1
 AC9085  NAVD 88             383.46   (m)         1258.1    (f) LEVELING    3  
 AC9085  NAVD 88 (06/10/97)  383.4    (m)  GEOID96  model used  GPS OBS        
 AC9085
 AC9085.Superseded values are not recommended for survey control.
 AC9085
 AC9085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9085.See file dsdata.pdf to determine how the superseded data were derived.
 AC9085
 AC9085_MARKER: DD = SURVEY DISK
 AC9085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9085_STAMPING: CLEAR LK W 426 1995
 AC9085_MARK LOGO: WI-095
 AC9085_PROJECTION: FLUSH
 AC9085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9085+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 AC9085
 AC9085  HISTORY     - Date     Condition        Report By
 AC9085  HISTORY     - 1995     MONUMENTED       WI-095
 AC9085  HISTORY     - 20051118 GOOD             WIDT
 AC9085  HISTORY     - 20071105 GOOD             WIDT
 AC9085
 AC9085                          STATION DESCRIPTION
 AC9085
 AC9085'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9085'THE STATION IS LOCATED 1 MI (1.6 KM) NORTHEAST OF THE VILLAGE OF CLEAR
 AC9085'LAKE, WISCONSIN, IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER,
 AC9085'SECTION 17, T.32N., R.15W., 4TH P.M., TOWN OF CLEAR LAKE, POLK COUNTY.
 AC9085'TO REACH THE STATION FROM THE VILLAGE OF CLEAR LAKE, BEGIN WHERE
 AC9085'COUNTY TRUNK HIGHWAY JJ INTERSECTS U.S.  HIGHWAY 63, GO NORTHEASTERLY
 AC9085'ALONG U.S.  HIGHWAY 63 1 MILE (1.6 KM) TO THE STATION WHERE 46TH
 AC9085'STREET INTERSECTS U.S.  HIGHWAY 63.  THE STATION IS LOCATED 52.5 FEET
 AC9085'(16.0 M) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 63 AND 58 FEET
 AC9085'(17.7 M) NORTHEAST OF THE CENTERLINE OF 46TH STREET, NORTHERLY OF
 AC9085'TOWNSHIP GARAGE, .15 MI (0.24 KM) SOUTHWESTERLY OF 40TH AVENUE, .2 MI
 AC9085'(0.3 KM) NORTHEASTERLY OF SWEDISH CONGREGATIONAL CEMETERY.  THE
 AC9085'STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT
 AC9085'(1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC
 AC9085'WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9085
 AC9085                          STATION RECOVERY (2005)
 AC9085
 AC9085'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9085'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTHEAST,
 AC9085'1.0 M WEST, AND 1.0 M NORTH OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AC9085'NOTE1-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE
 AC9085'SOUTHEAST QUADRANT EXTENDING TO 45 DEGREES ABOVE THE HORIZON.  NOTE2--
 AC9085'THE DISK IS STAMPED --CLEAR LK W 426--.
 AC9085
 AC9085                          STATION RECOVERY (2007)
 AC9085
 AC9085'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AC9085'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5474 ***********************************************************************
 DH5474  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5474  DESIGNATION -  CLEARFIELD E GPS
 DH5474  PID         -  DH5474
 DH5474  STATE/COUNTY-  WI/JUNEAU
 DH5474  COUNTRY     -  US
 DH5474  USGS QUAD   -  KELLY (2018)
 DH5474
 DH5474                         *CURRENT SURVEY CONTROL
 DH5474  ______________________________________________________________________
 DH5474* NAD 83(2011) POSITION- 43 56 04.37911(N) 090 06 09.05067(W)   ADJUSTED
 DH5474* NAD 83(2011) ELLIP HT-   237.396 (meters)        (06/27/12)   ADJUSTED
 DH5474* NAD 83(2011) EPOCH   -  2010.00
 DH5474* NAVD 88 ORTHO HEIGHT -   272.38  (meters)      893.6   (feet) GPS OBS
 DH5474  ______________________________________________________________________
 DH5474  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5474  GEOID HEIGHT    -        -34.981 (meters)                     GEOID12A
 DH5474  GEOID HEIGHT    -        -34.982 (meters)                     GEOID18
 DH5474  NAD 83(2011) X  -     -8,231.598 (meters)                     COMP
 DH5474  NAD 83(2011) Y  - -4,600,688.711 (meters)                     COMP
 DH5474  NAD 83(2011) Z  -  4,403,022.200 (meters)                     COMP
 DH5474  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 DH5474
 DH5474  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5474  Standards:
 DH5474         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5474            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5474  -------------------------------------------------------------------
 DH5474  NETWORK    0.22   0.33           0.10   0.08   0.17      0.11742221
 DH5474  -------------------------------------------------------------------
 DH5474  Click here for local accuracies and other accuracy information.
 DH5474
 DH5474.The horizontal coordinates were established by GPS observations
 DH5474.and adjusted by the National Geodetic Survey in June 2012.
 DH5474
 DH5474.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5474.been affixed to the stable North American tectonic plate. See 
 DH5474.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5474
 DH5474.The horizontal coordinates are valid at the epoch date displayed above
 DH5474.which is a decimal equivalence of Year/Month/Day.
 DH5474
 DH5474.The orthometric height was determined by GPS observations and a
 DH5474.high-resolution geoid model using precise GPS observation and
 DH5474.processing techniques.
 DH5474
 DH5474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5474.GEOID18 height accuracy estimate available here.
 DH5474
 DH5474.Click photographs - Photos may exist for this station.
 DH5474
 DH5474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5474
 DH5474.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5474
 DH5474.The ellipsoidal height was determined by GPS observations
 DH5474.and is referenced to NAD 83.
 DH5474
 DH5474. The following values were computed from the NAD 83(2011) position.
 DH5474
 DH5474;                    North         East     Units Scale Factor Converg.
 DH5474;SPC WI S     -   214,919.998   591,768.904   MT  0.99997584   -0 04 13.6
 DH5474;SPC WI S     -   705,116.69  1,941,495.15   sFT  0.99997584   -0 04 13.6
 DH5474;UTM  15      - 4,868,685.298   732,562.402   MT  1.00026526   +2 00 40.6
 DH5474
 DH5474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5474!SPC WI S     -   0.99996278  x   0.99997584  =   0.99993862
 DH5474!UTM  15      -   0.99996278  x   1.00026526  =   1.00022803
 DH5474
 DH5474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3256268685(NAD 83)
 DH5474
 DH5474                          SUPERSEDED SURVEY CONTROL
 DH5474
 DH5474  NAD 83(2007)-  43 56 04.37911(N)    090 06 09.05151(W) AD(2002.00) 0
 DH5474  ELLIP H (02/10/07)  237.428  (m)                       GP(2002.00)    
 DH5474  NAD 83(1997)-  43 56 04.37909(N)    090 06 09.05205(W) AD(       ) 1
 DH5474  ELLIP H (08/01/05)  237.427  (m)                       GP(       ) 2 1
 DH5474  NAVD 88 (07/26/07)  272.37   (m)  GEOID03  model used  GPS OBS        
 DH5474
 DH5474.Superseded values are not recommended for survey control.
 DH5474
 DH5474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5474.See file dsdata.pdf to determine how the superseded data were derived.
 DH5474
 DH5474_MARKER: DD = SURVEY DISK
 DH5474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5474_STAMPING: CLEARFIELD E GPS 2004
 DH5474_MARK LOGO: WIDT
 DH5474_PROJECTION: FLUSH
 DH5474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5474+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2010
 DH5474
 DH5474  HISTORY     - Date     Condition        Report By
 DH5474  HISTORY     - 2003     MONUMENTED       WIDT
 DH5474  HISTORY     - 20100607 GOOD             WIDT
 DH5474
 DH5474                          STATION DESCRIPTION
 DH5474
 DH5474'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5474'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5474'STATION FROM THE  JUNCTION OF US HIGHWAY 12, STATE HIGHWAY 16, STATE
 DH5474'HIGHWAY 80 SOUTH (ADAMS STREET)  WITH STATE HIGHWAY 80 NORTH AND
 DH5474'COUNTY HIGHWAY A (BRIDGE STREET) IN THE CITY OF NEW  LISBON, GO
 DH5474'NORTHEAST ON STATE HIGHWAY 80 NORTH AND COUNTY HIGHWAY A (BRIDGE
 DH5474'STREET)  FOR 4.4 MI TO 37TH STREET, CONTINUE NORTHEAST ON STATE
 DH5474'HIGHWAY 80 FOR 0.9 MI TO THE  STATION ON THE LEFT.  THE STATION IS A
 DH5474'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5474'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  1
 DH5474'M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.2 M NORTHWEST OF THE
 DH5474'CENTERLINE OF  STATE HIGHWAY 80, 100 M NORTHEAST OF THE CENTERLINE OF
 DH5474'PRIVATE ENTRANCE --N7989-- (LIL  YELLOW RIVER R.V. CAMPGROUND
 DH5474'ENTRANCE), 1.0 M SOUTHEAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST,
 DH5474'1.0 M NORTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M WEST OF
 DH5474'AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS NO
 DH5474'VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 30 DEGREES ABOVE THE
 DH5474'HORIZON.
 DH5474
 DH5474                          STATION RECOVERY (2010)
 DH5474
 DH5474'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5474'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 14.5 M SOUTHWEST OF
 DH5474'THE SOUTHWEST END OF A BRIDGE OVER THE LITTLE YELLOW RIVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5475 ***********************************************************************
 DH5475  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5475  DESIGNATION -  CLEARFIELD W GPS
 DH5475  PID         -  DH5475
 DH5475  STATE/COUNTY-  WI/JUNEAU
 DH5475  COUNTRY     -  US
 DH5475  USGS QUAD   -  NEW LISBON NORTH (2018)
 DH5475
 DH5475                         *CURRENT SURVEY CONTROL
 DH5475  ______________________________________________________________________
 DH5475* NAD 83(2011) POSITION- 43 55 24.04019(N) 090 10 41.87888(W)   ADJUSTED
 DH5475* NAD 83(2011) ELLIP HT-   237.413 (meters)        (06/27/12)   ADJUSTED
 DH5475* NAD 83(2011) EPOCH   -  2010.00
 DH5475* NAVD 88 ORTHO HEIGHT -   272.26  (meters)      893.2   (feet) GPS OBS
 DH5475  ______________________________________________________________________
 DH5475  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5475  GEOID HEIGHT    -        -34.841 (meters)                     GEOID12A
 DH5475  GEOID HEIGHT    -        -34.849 (meters)                     GEOID18
 DH5475  NAD 83(2011) X  -    -14,319.648 (meters)                     COMP
 DH5475  NAD 83(2011) Y  - -4,601,537.595 (meters)                     COMP
 DH5475  NAD 83(2011) Z  -  4,402,125.510 (meters)                     COMP
 DH5475  LAPLACE CORR    -         -5.43  (seconds)                    DEFLEC18
 DH5475
 DH5475  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5475  Standards:
 DH5475         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5475            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5475  -------------------------------------------------------------------
 DH5475  NETWORK    0.24   0.37           0.11   0.08   0.19      0.12930221
 DH5475  -------------------------------------------------------------------
 DH5475  Click here for local accuracies and other accuracy information.
 DH5475
 DH5475.The horizontal coordinates were established by GPS observations
 DH5475.and adjusted by the National Geodetic Survey in June 2012.
 DH5475
 DH5475.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5475.been affixed to the stable North American tectonic plate. See 
 DH5475.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5475
 DH5475.The horizontal coordinates are valid at the epoch date displayed above
 DH5475.which is a decimal equivalence of Year/Month/Day.
 DH5475
 DH5475.The orthometric height was determined by GPS observations and a
 DH5475.high-resolution geoid model using precise GPS observation and
 DH5475.processing techniques.
 DH5475
 DH5475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5475.GEOID18 height accuracy estimate available here.
 DH5475
 DH5475.Click photographs - Photos may exist for this station.
 DH5475
 DH5475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5475
 DH5475.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5475
 DH5475.The ellipsoidal height was determined by GPS observations
 DH5475.and is referenced to NAD 83.
 DH5475
 DH5475. The following values were computed from the NAD 83(2011) position.
 DH5475
 DH5475;                    North         East     Units Scale Factor Converg.
 DH5475;SPC WI S     -   213,685.253   585,681.244   MT  0.99997404   -0 07 21.0
 DH5475;SPC WI S     -   701,065.70  1,921,522.55   sFT  0.99997404   -0 07 21.0
 DH5475;UTM  15      - 4,867,229.888   726,521.950   MT  1.00023115   +1 57 29.6
 DH5475
 DH5475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5475!SPC WI S     -   0.99996277  x   0.99997404  =   0.99993681
 DH5475!UTM  15      -   0.99996277  x   1.00023115  =   1.00019391
 DH5475
 DH5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2652167229(NAD 83)
 DH5475
 DH5475                          SUPERSEDED SURVEY CONTROL
 DH5475
 DH5475  NAD 83(2007)-  43 55 24.04019(N)    090 10 41.87971(W) AD(2002.00) 0
 DH5475  ELLIP H (02/10/07)  237.445  (m)                       GP(2002.00)    
 DH5475  NAD 83(1997)-  43 55 24.04017(N)    090 10 41.88026(W) AD(       ) 1
 DH5475  ELLIP H (08/01/05)  237.444  (m)                       GP(       ) 2 1
 DH5475  NAVD 88 (07/26/07)  272.25   (m)  GEOID03  model used  GPS OBS        
 DH5475
 DH5475.Superseded values are not recommended for survey control.
 DH5475
 DH5475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5475.See file dsdata.pdf to determine how the superseded data were derived.
 DH5475
 DH5475_MARKER: DD = SURVEY DISK
 DH5475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5475_STAMPING: CLEAFIELD W GPS 2004
 DH5475_MARK LOGO: WIDT
 DH5475_PROJECTION: FLUSH
 DH5475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5475+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2010
 DH5475
 DH5475  HISTORY     - Date     Condition        Report By
 DH5475  HISTORY     - 2003     MONUMENTED       WIDT
 DH5475  HISTORY     - 20100615 GOOD             WIDT
 DH5475
 DH5475                          STATION DESCRIPTION
 DH5475
 DH5475'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5475'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5475'US HIGHWAY 12 AND STATE HIGHWAY 16 (ADAMS STREET) WITH COUNTY HIGHWAY
 DH5475'M  IN THE CITY OF NEW LISBON, GO NORTH ON COUNTY HIGHWAY M FOR 2.95 MI
 DH5475'TO COUNTY HIGHWAY C  ON THE LEFT AND THE STATION ON THE LEFT..  THE
 DH5475'STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5475'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5475'CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5475'8.3 M NORTH OF THE CENTERLINE OF  COUNTY HIGHWAY C, 63 M WEST OF THE
 DH5475'CENTERLINE OF COUNTY HIGHWAY M, 23.2 M NORTHEAST OF  A WOOD POST FOR A
 DH5475'--KENNEDY PARK-- SIGN, 1.0 M SOUTH OF AN  ORANGE 4X4  PLASTIC WITNESS
 DH5475'POST, 1.0 M NORTHEAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0
 DH5475'M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5475'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5475'ABOVE THE HORIZON.
 DH5475
 DH5475                          STATION RECOVERY (2010)
 DH5475
 DH5475'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0634 ***********************************************************************
 PO0634  DESIGNATION -  CLEVE
 PO0634  PID         -  PO0634
 PO0634  STATE/COUNTY-  WI/JACKSON
 PO0634  COUNTRY     -  US
 PO0634  USGS QUAD   -  PRICE (2018)
 PO0634
 PO0634                         *CURRENT SURVEY CONTROL
 PO0634  ______________________________________________________________________
 PO0634* NAD 83(1991) POSITION- 44 34 56.68766(N) 091 01 11.28728(W)   ADJUSTED
 PO0634* NAVD 88 ORTHO HEIGHT -   358.8   (meters)     1177.    (feet) VERTCON3
 PO0634  ______________________________________________________________________
 PO0634  GEOID HEIGHT    -        -32.064 (meters)                     GEOID18
 PO0634  LAPLACE CORR    -         -5.91  (seconds)                    DEFLEC18
 PO0634  HORZ ORDER      -  SECOND
 PO0634
 PO0634.The horizontal coordinates were established by classical geodetic methods
 PO0634.and adjusted by the National Geodetic Survey in November 1991.
 PO0634
 PO0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0634
 PO0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0634.GEOID18 height accuracy estimate available here.
 PO0634
 PO0634.Click photographs - Photos may exist for this station.
 PO0634
 PO0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0634
 PO0634. The following values were computed from the NAD 83(1991) position.
 PO0634
 PO0634;                    North         East     Units Scale Factor Converg.
 PO0634;SPC WI C     -    83,744.784   519,015.798   MT  0.99995378   -0 43 10.4
 PO0634;SPC WI C     -   274,752.68  1,702,804.33   sFT  0.99995378   -0 43 10.4
 PO0634;UTM  15      - 4,938,470.690   657,199.871   MT  0.99990390   +1 23 24.9
 PO0634
 PO0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0634!SPC WI C     -   0.99994877  x   0.99995378  =   0.99990255
 PO0634!UTM  15      -   0.99994877  x   0.99990390  =   0.99985267
 PO0634
 PO0634:                Primary Azimuth Mark                     Grid Az
 PO0634:SPC WI C     -  CLEVE AZ MK                              266 00 27.6
 PO0634:UTM  15      -  CLEVE AZ MK                              263 53 52.3
 PO0634
 PO0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5719938470(NAD 83)
 PO0634
 PO0634|---------------------------------------------------------------------|
 PO0634| PID    Reference Object                     Distance      Geod. Az  |
 PO0634|                                                           dddmmss.s |
 PO0634| CJ4438 CLEVE RM 1                            6.386 METERS 11908     |
 PO0634| CJ4439 CLEVE RM 2                            5.900 METERS 22801     |
 PO0634| CJ4437 CLEVE AZ MK                                        2651717.2 |
 PO0634|---------------------------------------------------------------------|
 PO0634
 PO0634                          SUPERSEDED SURVEY CONTROL
 PO0634
 PO0634  NAD 83(1986)-  44 34 56.68425(N)    091 01 11.29934(W) AD(       ) 2
 PO0634  NAD 27      -  44 34 56.81882(N)    091 01 10.75362(W) AD(       ) 2
 PO0634  NGVD 29 (07/19/86)  358.8    (m)         1177.     (f) VERT ANG       
 PO0634
 PO0634.Superseded values are not recommended for survey control.
 PO0634
 PO0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0634.See file dsdata.pdf to determine how the superseded data were derived.
 PO0634
 PO0634_MARKER: DD = SURVEY DISK
 PO0634_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PO0634+WITH SETTING: INFORMATION.
 PO0634_STAMPING: CLEVE 1967
 PO0634_MARK LOGO: USGS
 PO0634_PROJECTION: FLUSH
 PO0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0634
 PO0634  HISTORY     - Date     Condition        Report By
 PO0634  HISTORY     - 1967     MONUMENTED       USGS
 PO0634
 PO0634                          STATION DESCRIPTION
 PO0634
 PO0634'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0634'STATION IS LOCATED ABOUT 2.8 MI W. AND 1.2 MI S. OF FAIRCHILD,
 PO0634'IN THE NW. QUARTER SEC. 8, T. 24 N., R. 5 W., IN THE RIGHT-OF-WAY
 PO0634'OF U.S. HWY. 10, ON TOP OF A LOW CUTBANK, 0.2 MI E. OF JCT. OF A
 PO0634'BLACKTOP RD. S. AND 807 FT W. OF THE NW. COR. OF A CEMETERY.
 PO0634'
 PO0634'TO REACH THE STATION FROM FAIRCHILD POST OFFICE, GO 0.3 MI S. ON
 PO0634'COUNTY HWY. H TO JCT. WITH U.S. HWYS. 10 AND 12, TURN RIGHT ON
 PO0634'HWY. 10 AND GO W.-SW. FOR 3.1 MI TO STATION ON THE LEFT.
 PO0634'
 PO0634'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD TABLETS
 PO0634'STAMPED CLEVE 1967 CRIMPED ON COPPER WELD RODS DRIVEN ABOUT FLUSH
 PO0634'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION AND
 PO0634'REFERENCE MARKS ARE ON 6 FT RODS DRIVEN TO REFUSAL IN
 PO0634'SANDSTONE.  AZIMUTH MARK IS ON 10 FT LENGTH OF ROD.
 PO0634'
 PO0634'STATION MARK IS 80 FT S. OF CENTER OF U.S. HWY. 10, 320 FT
 PO0634'E.-SE. OF JCT. OF GRAVELED APPROACH S. TO FIELD AND 1 FT E. OF A
 PO0634'METAL WITNESS POST.
 PO0634'
 PO0634'REFERENCE MARK NO. 1 IS 6.386 M. (20.95 FT) SE. OF STATION, 3 FT
 PO0634'W. OF A LEANING 6 IN. OAK TREE AND 1 FT W. OF A METAL WITNESS POST.
 PO0634'
 PO0634'REFERENCE MARK NO. 2 IS 5.900 M. (19.36 FT) SW. OF STATION, 6 FT
 PO0634'NE. OF A 5 IN. OAK TREE AND 1 FT W. OF A METAL WITNESS POST.
 PO0634'
 PO0634'AZIMUTH MARK IS 0.95 MI W. ALONG HWY. 10 FROM STATION, IN
 PO0634'HWY. RIGHT-OF-WAY, 0.2 MI E. OF A GAS STATION, 73 FT N. OF CENTER
 PO0634'OF U.S. HWY. 10, 11.5 FT E. OF A FENCE COR., 2 FT S. OF A FENCE
 PO0634'AND 1 FT E. OF A METAL WITNESS POST.
 PO0634'
 PO0634'HEIGHT OF LIGHT ABOVE STATION MARK--43.70 FT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4669 ***********************************************************************
 DJ4669  DESIGNATION -  CLEVELAND E GPS
 DJ4669  PID         -  DJ4669
 DJ4669  STATE/COUNTY-  WI/JACKSON
 DJ4669  COUNTRY     -  US
 DJ4669  USGS QUAD   -  FAIRCHILD (2018)
 DJ4669
 DJ4669                         *CURRENT SURVEY CONTROL
 DJ4669  ______________________________________________________________________
 DJ4669* NAD 83(2011) POSITION- 44 33 05.26777(N) 090 56 52.03622(W)   ADJUSTED
 DJ4669* NAD 83(2011) ELLIP HT-   318.066 (meters)        (06/27/12)   ADJUSTED
 DJ4669* NAD 83(2011) EPOCH   -  2010.00
 DJ4669* NAVD 88 ORTHO HEIGHT -   350.345 (meters)     1149.42  (feet) ADJUSTED
 DJ4669  ______________________________________________________________________
 DJ4669  GEOID HEIGHT    -        -32.274 (meters)                     GEOID18
 DJ4669  NAD 83(2011) X  -    -75,311.130 (meters)                     COMP
 DJ4669  NAD 83(2011) Y  - -4,552,301.848 (meters)                     COMP
 DJ4669  NAD 83(2011) Z  -  4,452,188.413 (meters)                     COMP
 DJ4669  LAPLACE CORR    -         -7.29  (seconds)                    DEFLEC18
 DJ4669  DYNAMIC HEIGHT  -        350.293 (meters)     1149.25  (feet) COMP
 DJ4669  MODELED GRAVITY -    980,460.0   (mgal)                       NAVD 88
 DJ4669
 DJ4669  VERT ORDER      -  SECOND    CLASS I
 DJ4669
 DJ4669  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4669  Standards:
 DJ4669         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4669            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4669  -------------------------------------------------------------------
 DJ4669  NETWORK    0.33   0.31           0.15   0.12   0.16      0.03884732
 DJ4669  -------------------------------------------------------------------
 DJ4669  Click here for local accuracies and other accuracy information.
 DJ4669
 DJ4669.The horizontal coordinates were established by GPS observations
 DJ4669.and adjusted by the National Geodetic Survey in June 2012.
 DJ4669
 DJ4669.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4669.been affixed to the stable North American tectonic plate. See 
 DJ4669.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4669
 DJ4669.The horizontal coordinates are valid at the epoch date displayed above
 DJ4669.which is a decimal equivalence of Year/Month/Day.
 DJ4669
 DJ4669.The orthometric height was determined by differential leveling and
 DJ4669.adjusted by the WI DEPT OF TRANSP
 DJ4669.in May 2012.
 DJ4669
 DJ4669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4669.GEOID18 height accuracy estimate available here.
 DJ4669
 DJ4669.Click photographs - Photos may exist for this station.
 DJ4669
 DJ4669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4669
 DJ4669.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4669
 DJ4669.The ellipsoidal height was determined by GPS observations
 DJ4669.and is referenced to NAD 83.
 DJ4669
 DJ4669.The dynamic height is computed by dividing the NAVD 88
 DJ4669.geopotential number by the normal gravity value computed on the
 DJ4669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4669.degrees latitude (g = 980.6199 gals.).
 DJ4669
 DJ4669.The modeled gravity was interpolated from observed gravity values.
 DJ4669
 DJ4669. The following values were computed from the NAD 83(2011) position.
 DJ4669
 DJ4669;                    North         East     Units Scale Factor Converg.
 DJ4669;SPC WI C     -    80,236.626   524,694.157   MT  0.99995668   -0 40 07.5
 DJ4669;SPC WI C     -   263,243.00  1,721,434.08   sFT  0.99995668   -0 40 07.5
 DJ4669;UTM  15      - 4,935,174.037   663,003.272   MT  0.99992675   +1 26 24.2
 DJ4669
 DJ4669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4669!SPC WI C     -   0.99995013  x   0.99995668  =   0.99990681
 DJ4669!UTM  15      -   0.99995013  x   0.99992675  =   0.99987688
 DJ4669
 DJ4669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6300335174(NAD 83)
 DJ4669
 DJ4669                          SUPERSEDED SURVEY CONTROL
 DJ4669
 DJ4669  NAD 83(2007)-  44 33 05.26791(N)    090 56 52.03716(W) AD(2002.00) 1
 DJ4669  ELLIP H (07/29/08)  318.095  (m)                       GP(2002.00) 3 1
 DJ4669  NAVD 88             350.33   (m)         1149.4    (f) LEVELING    3  
 DJ4669  NAVD 88 (07/08/08)  350.331  (m)         1149.38   (f) SUPERSEDED  2 1
 DJ4669
 DJ4669.Superseded values are not recommended for survey control.
 DJ4669
 DJ4669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4669.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4669
 DJ4669_MARKER: DD = SURVEY DISK
 DJ4669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4669_STAMPING: CLEVELAND E GPS 2005
 DJ4669_MARK LOGO: WIDT
 DJ4669_PROJECTION: FLUSH
 DJ4669_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4669+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2011
 DJ4669
 DJ4669  HISTORY     - Date     Condition        Report By
 DJ4669  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4669  HISTORY     - 20061030 GOOD             WIDT
 DJ4669  HISTORY     - 20110912 GOOD             WIDT
 DJ4669
 DJ4669                          STATION DESCRIPTION
 DJ4669
 DJ4669'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4669'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 DJ4669'HIGHWAY 27 WITH COUNTY HIGHWAY B WEST JUST NORTH OF THE COMMUNITY OF
 DJ4669'HUMBIRD, GO WEST ON COUNTY HIGHWAY B FOR 2.05 MI (3.3 KM) TO NORTH
 DJ4669'ALMA CENTER ROAD, TURN RIGHT AND GO NORTH ON NORTH ALMA CENTER ROAD
 DJ4669'FOR 0.75 MI (1.2 KM) TO KOHN ROAD ON THE LEFT, CONTINUE NORTH ON NORTH
 DJ4669'ALMA CENTER ROAD FOR 0.45 MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DJ4669'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DJ4669'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DJ4669'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DJ4669'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 10.2
 DJ4669'M (33.5 FT) EAST OF THE CENTERLINE OF NORTH ALMA CENTER ROAD, 23.9 M
 DJ4669'(78.4 FT) EAST-SOUTHEAST OF A POWER POLE, 13 M (42.7 FT) SOUTH OF A
 DJ4669'FIELD ENTRANCE, AND 1.0 M (3.3 FT) EAST, NORTHWEST, AND SOUTHWEST OF
 DJ4669'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4669'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4669'HORIZON.
 DJ4669
 DJ4669                          STATION RECOVERY (2011)
 DJ4669
 DJ4669'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4573 ***********************************************************************
 DJ4573  DESIGNATION -  CLEVELAND GPS
 DJ4573  PID         -  DJ4573
 DJ4573  STATE/COUNTY-  WI/JACKSON
 DJ4573  COUNTRY     -  US
 DJ4573  USGS QUAD   -  PRICE (2018)
 DJ4573
 DJ4573                         *CURRENT SURVEY CONTROL
 DJ4573  ______________________________________________________________________
 DJ4573* NAD 83(2011) POSITION- 44 32 07.74939(N) 091 01 49.31839(W)   ADJUSTED
 DJ4573* NAD 83(2011) ELLIP HT-   303.451 (meters)        (06/27/12)   ADJUSTED
 DJ4573* NAD 83(2011) EPOCH   -  2010.00
 DJ4573* NAVD 88 ORTHO HEIGHT -   335.534 (meters)     1100.83  (feet) ADJUSTED
 DJ4573  ______________________________________________________________________
 DJ4573  GEOID HEIGHT    -        -32.080 (meters)                     GEOID18
 DJ4573  NAD 83(2011) X  -    -81,894.330 (meters)                     COMP
 DJ4573  NAD 83(2011) Y  - -4,553,423.409 (meters)                     COMP
 DJ4573  NAD 83(2011) Z  -  4,450,912.706 (meters)                     COMP
 DJ4573  LAPLACE CORR    -         -6.25  (seconds)                    DEFLEC18
 DJ4573  DYNAMIC HEIGHT  -        335.483 (meters)     1100.66  (feet) COMP
 DJ4573  MODELED GRAVITY -    980,457.7   (mgal)                       NAVD 88
 DJ4573
 DJ4573  VERT ORDER      -  SECOND    CLASS I
 DJ4573
 DJ4573  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4573  Standards:
 DJ4573         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4573            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4573  -------------------------------------------------------------------
 DJ4573  NETWORK    0.33   0.31           0.15   0.11   0.16      0.07876003
 DJ4573  -------------------------------------------------------------------
 DJ4573  Click here for local accuracies and other accuracy information.
 DJ4573
 DJ4573.The horizontal coordinates were established by GPS observations
 DJ4573.and adjusted by the National Geodetic Survey in June 2012.
 DJ4573
 DJ4573.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4573.been affixed to the stable North American tectonic plate. See 
 DJ4573.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4573
 DJ4573.The horizontal coordinates are valid at the epoch date displayed above
 DJ4573.which is a decimal equivalence of Year/Month/Day.
 DJ4573
 DJ4573.The orthometric height was determined by differential leveling and
 DJ4573.adjusted by the WI DEPT OF TRANSP
 DJ4573.in May 2012.
 DJ4573
 DJ4573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4573.GEOID18 height accuracy estimate available here.
 DJ4573
 DJ4573.Click photographs - Photos may exist for this station.
 DJ4573
 DJ4573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4573
 DJ4573.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4573
 DJ4573.The ellipsoidal height was determined by GPS observations
 DJ4573.and is referenced to NAD 83.
 DJ4573
 DJ4573.The dynamic height is computed by dividing the NAVD 88
 DJ4573.geopotential number by the normal gravity value computed on the
 DJ4573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4573.degrees latitude (g = 980.6199 gals.).
 DJ4573
 DJ4573.The modeled gravity was interpolated from observed gravity values.
 DJ4573
 DJ4573. The following values were computed from the NAD 83(2011) position.
 DJ4573
 DJ4573;                    North         East     Units Scale Factor Converg.
 DJ4573;SPC WI C     -    78,541.314   518,110.759   MT  0.99995828   -0 43 37.2
 DJ4573;SPC WI C     -   257,680.96  1,699,835.05   sFT  0.99995828   -0 43 37.2
 DJ4573;UTM  15      - 4,933,237.715   656,486.997   MT  0.99990115   +1 22 54.1
 DJ4573
 DJ4573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4573!SPC WI C     -   0.99995242  x   0.99995828  =   0.99991070
 DJ4573!UTM  15      -   0.99995242  x   0.99990115  =   0.99985358
 DJ4573
 DJ4573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5648633237(NAD 83)
 DJ4573
 DJ4573                          SUPERSEDED SURVEY CONTROL
 DJ4573
 DJ4573  NAD 83(2007)-  44 32 07.74955(N)    091 01 49.31936(W) AD(2002.00) 1
 DJ4573  ELLIP H (07/29/08)  303.480  (m)                       GP(2002.00) 3 1
 DJ4573  NAVD 88             335.52   (m)         1100.8    (f) LEVELING    3  
 DJ4573  NAVD 88 (07/08/08)  335.520  (m)         1100.79   (f) SUPERSEDED  2 1
 DJ4573
 DJ4573.Superseded values are not recommended for survey control.
 DJ4573
 DJ4573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4573.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4573
 DJ4573_MARKER: DD = SURVEY DISK
 DJ4573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4573_STAMPING: CLEVELAND GPS 1993 JTE
 DJ4573_MARK LOGO: WI-053
 DJ4573_PROJECTION: FLUSH
 DJ4573_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ4573+STABILITY: SURFACE MOTION
 DJ4573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4573+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2022
 DJ4573
 DJ4573  HISTORY     - Date     Condition        Report By
 DJ4573  HISTORY     - 1993     MONUMENTED       WI-053
 DJ4573  HISTORY     - 20061030 GOOD             WIDT
 DJ4573  HISTORY     - 20110913 GOOD             WIDT
 DJ4573  HISTORY     - 20220119 GOOD             WI-053
 DJ4573
 DJ4573                          STATION DESCRIPTION
 DJ4573
 DJ4573'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4573'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B WITH COUNTY
 DJ4573'HIGHWAY T TO THE NORTH AND POPLAR ROAD TO THE SOUTH ABOUT 8 MI (12.9
 DJ4573'KM) SOUTHEAST OF THE CITY OF OSSEO, GO EAST ON COUNTY HIGHWAY B FOR
 DJ4573'1.6 MI (2.6 KM) TO HILL ROAD ON THE LEFT, CONTINUE EAST ON COUNTY
 DJ4573'HIGHWAY B FOR 0.15 MI (0.2 KM) TO THE STATION ON THE LEFT.  THE
 DJ4573'STATION IS A BRONZE JACKSON COUNTY SURVEY MONUMENT DISK SET IN THE TOP
 DJ4573'OF A 35-CM (14 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4573'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4573'9.4 M (30.8 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 64 M
 DJ4573'(210.0 FT) EAST-NORTHEAST OF A POWER POLE, 51 M (167.3 FT)
 DJ4573'WEST-NORTHWEST OF A POWER POLE, AND IS LOCATED INSIDE A 2-M (6.6 FT)
 DJ4573'CIRCLE FORMED BY MULTIPLE GUARD POSTS.  ---NOTE---THIS STATION HAS NO
 DJ4573'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4573'HORIZON.  ---NOTE2---THE CONCRETE MONUMENT HAS A SMALL CRACK RUNNING
 DJ4573'EAST TO WEST AND NORTH TO SOUTH THROUGH THE CENTER AND AROUND THE
 DJ4573'SURVEY DISK.
 DJ4573
 DJ4573                          STATION RECOVERY (2011)
 DJ4573
 DJ4573'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4573'RECOVERED IN GOOD CONDITION.
 DJ4573
 DJ4573                          STATION RECOVERY (2022)
 DJ4573
 DJ4573'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2022 (CB)
 DJ4573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7356 ***********************************************************************
 DN7356  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7356  DESIGNATION -  CLEVELAND GPS
 DN7356  PID         -  DN7356
 DN7356  STATE/COUNTY-  WI/TAYLOR
 DN7356  COUNTRY     -  US
 DN7356  USGS QUAD   -  JUMP RIVER FIRE TOWER SW (2018)
 DN7356
 DN7356                         *CURRENT SURVEY CONTROL
 DN7356  ______________________________________________________________________
 DN7356* NAD 83(2011) POSITION- 45 16 37.13619(N) 090 42 02.03598(W)   ADJUSTED
 DN7356* NAD 83(2011) ELLIP HT-   367.219 (meters)        (04/15/13)   ADJUSTED
 DN7356* NAD 83(2011) EPOCH   -  2010.00
 DN7356* NAVD 88 ORTHO HEIGHT -   397.96  (meters)     1305.6   (feet) GPS OBS
 DN7356  ______________________________________________________________________
 DN7356  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7356  GEOID HEIGHT    -        -30.740 (meters)                     GEOID12A
 DN7356  GEOID HEIGHT    -        -30.746 (meters)                     GEOID18
 DN7356  NAD 83(2011) X  -    -54,972.383 (meters)                     COMP
 DN7356  NAD 83(2011) Y  - -4,495,694.313 (meters)                     COMP
 DN7356  NAD 83(2011) Z  -  4,509,322.987 (meters)                     COMP
 DN7356  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 DN7356
 DN7356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7356  Standards:
 DN7356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7356  -------------------------------------------------------------------
 DN7356  NETWORK    0.77   1.49           0.34   0.28   0.76      0.14703878
 DN7356  -------------------------------------------------------------------
 DN7356  Click here for local accuracies and other accuracy information.
 DN7356
 DN7356.The horizontal coordinates were established by GPS observations
 DN7356.and adjusted by the National Geodetic Survey in April 2013.
 DN7356
 DN7356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7356.been affixed to the stable North American tectonic plate. See 
 DN7356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7356
 DN7356.The horizontal coordinates are valid at the epoch date displayed above
 DN7356.which is a decimal equivalence of Year/Month/Day.
 DN7356
 DN7356.The orthometric height was determined by GPS observations and a
 DN7356.high-resolution geoid model using precise GPS observation and
 DN7356.processing techniques.
 DN7356
 DN7356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7356.GEOID18 height accuracy estimate available here.
 DN7356
 DN7356.Click photographs - Photos may exist for this station.
 DN7356
 DN7356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7356
 DN7356.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7356
 DN7356.The ellipsoidal height was determined by GPS observations
 DN7356.and is referenced to NAD 83.
 DN7356
 DN7356. The following values were computed from the NAD 83(2011) position.
 DN7356
 DN7356;                    North         East     Units Scale Factor Converg.
 DN7356;SPC WI C     -   160,657.035   545,032.005   MT  0.99996515   -0 29 39.5
 DN7356;SPC WI C     -   527,088.96  1,788,159.17   sFT  0.99996515   -0 29 39.5
 DN7356;UTM  15      - 5,016,292.467   680,354.907   MT  0.99999996   +1 38 03.2
 DN7356
 DN7356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7356!SPC WI C     -   0.99994243  x   0.99996515  =   0.99990758
 DN7356!UTM  15      -   0.99994243  x   0.99999996  =   0.99994239
 DN7356
 DN7356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8035416292(NAD 83)
 DN7356
 DN7356                          SUPERSEDED SURVEY CONTROL
 DN7356
 DN7356  NAD 83(2007)-  45 16 37.13623(N)    090 42 02.03655(W) AD(2002.00) 1
 DN7356  ELLIP H (04/06/12)  367.245  (m)                       GP(2002.00) 1 1
 DN7356
 DN7356.Superseded values are not recommended for survey control.
 DN7356
 DN7356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7356.See file dsdata.pdf to determine how the superseded data were derived.
 DN7356
 DN7356_MARKER: DD = SURVEY DISK
 DN7356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7356_STAMPING: CLEVELAND GPS 1994
 DN7356_MARK LOGO: WI-119
 DN7356_PROJECTION: FLUSH
 DN7356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7356+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2009
 DN7356
 DN7356  HISTORY     - Date     Condition        Report By
 DN7356  HISTORY     - 1994     MONUMENTED       WI-119
 DN7356  HISTORY     - 20090804 GOOD             WIDT
 DN7356
 DN7356                          STATION DESCRIPTION
 DN7356
 DN7356'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN7356'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 AND COUNTY
 DN7356'HIGHWAY M EAST APPROXIMATELY 0.7 MI (1.1 KM) SOUTH OF THE COMMUNITY OF
 DN7356'HANNIBAL, GO EAST ON COUNTY HIGHWAY M FOR 3.0 MI (4.8 KM) TO COUNTY
 DN7356'HIGHWAY G SOUTH AND CEMETERY ROAD NORTH.  CONTINUE EAST ON COUNTY
 DN7356'HIGHWAY M FOR 0.8 MI (1.3 KM) TO COUNTY HIGHWAY M CURVING RIGHT AND
 DN7356'KONSELLA ROAD (FOREST ROAD 114) LEFT.  TURN LEFT AND GO EAST AND NORTH
 DN7356'ON KONSELLA ROAD (FOREST ROAD 114) FOR 2.5 MI (4.0 KM) TO THE
 DN7356'INTERSECTION OF KONSELLA ROAD (FOREST ROAD 114) CURVING LEFT AND
 DN7356'GRAVEL ROAD (BUCKHORN ROAD) RIGHT.  CONTINUE NORTH ON KONSELLA ROAD
 DN7356'(FOREST ROAD 114) FOR 50 M (164.0 FT) TO THE STATION ON THE RIGHT.
 DN7356'
 DN7356'THE STATION IS A BRONZE TAYLOR COUNTY GEODETIC CONTROL MARKER DISK SET
 DN7356'IN THE TOP OF A 35 CM (14 INCH) DIAMETER CONCRETE POST, FLUSH WITH THE
 DN7356'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DN7356'8.3 M (27.2 FT) NORTHEAST OF THE CENTERLINE OF KONSELLA ROAD (FOREST
 DN7356'ROAD 114), 59.1 M (193.9 FT) NORTH OF THE TOP CENTER OF TELEPHONE
 DN7356'PEDESTAL -CQMG 3300 12-, 47.7 M (156.5 FT) NORTH OF THE CENTERLINE OF
 DN7356'A GRAVEL ROAD, 46.3 M (151.9 FT) SOUTHEAST OF A WOODEN POST WITH A -NO
 DN7356'MOTORIZED VEHICLES- SIGN ATTACHED, 37.4 M (122.7 FT) NORTH OF A WOODEN
 DN7356'POST WITH A -ATV ROUTE- SIGN ATTACHED AND 1.0 M (3.3 FT) NORTHWEST AND
 DN7356'1.0 M (3.3 FT) SOUTHEAST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7356'
 DN7356'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25
 DN7356'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5066 ***********************************************************************
 DK5066  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5066  DESIGNATION -  CLEVELAND N GPS
 DK5066  PID         -  DK5066
 DK5066  STATE/COUNTY-  WI/MARATHON
 DK5066  COUNTRY     -  US
 DK5066  USGS QUAD   -  MARATHON SW (2018)
 DK5066
 DK5066                         *CURRENT SURVEY CONTROL
 DK5066  ______________________________________________________________________
 DK5066* NAD 83(2011) POSITION- 44 50 39.52942(N) 089 59 35.71305(W)   ADJUSTED
 DK5066* NAD 83(2011) ELLIP HT-   363.432 (meters)        (06/27/12)   ADJUSTED
 DK5066* NAD 83(2011) EPOCH   -  2010.00
 DK5066* NAVD 88 ORTHO HEIGHT -   397.44  (meters)     1303.9   (feet) GPS OBS
 DK5066  ______________________________________________________________________
 DK5066  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5066  GEOID HEIGHT    -        -34.003 (meters)                     GEOID12A
 DK5066  GEOID HEIGHT    -        -33.998 (meters)                     GEOID18
 DK5066  NAD 83(2011) X  -        533.399 (meters)                     COMP
 DK5066  NAD 83(2011) Y  - -4,530,065.870 (meters)                     COMP
 DK5066  NAD 83(2011) Z  -  4,475,354.112 (meters)                     COMP
 DK5066  LAPLACE CORR    -         -7.81  (seconds)                    DEFLEC18
 DK5066
 DK5066  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5066  Standards:
 DK5066         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5066            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5066  -------------------------------------------------------------------
 DK5066  NETWORK    0.35   0.31           0.16   0.12   0.16      0.03969403
 DK5066  -------------------------------------------------------------------
 DK5066  Click here for local accuracies and other accuracy information.
 DK5066
 DK5066.The horizontal coordinates were established by GPS observations
 DK5066.and adjusted by the National Geodetic Survey in June 2012.
 DK5066
 DK5066.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5066.been affixed to the stable North American tectonic plate. See 
 DK5066.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5066
 DK5066.The horizontal coordinates are valid at the epoch date displayed above
 DK5066.which is a decimal equivalence of Year/Month/Day.
 DK5066
 DK5066.The orthometric height was determined by GPS observations and a
 DK5066.high-resolution geoid model using precise GPS observation and
 DK5066.processing techniques.
 DK5066
 DK5066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5066.GEOID18 height accuracy estimate available here.
 DK5066
 DK5066.Click photographs - Photos may exist for this station.
 DK5066
 DK5066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5066
 DK5066.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5066
 DK5066.The ellipsoidal height was determined by GPS observations
 DK5066.and is referenced to NAD 83.
 DK5066
 DK5066. The following values were computed from the NAD 83(2011) position.
 DK5066
 DK5066;                    North         East     Units Scale Factor Converg.
 DK5066;SPC WI C     -   112,338.696   600,533.337   MT  0.99994086   +0 00 17.1
 DK5066;SPC WI C     -   368,564.54  1,970,249.79   sFT  0.99994086   +0 00 17.1
 DK5066;UTM  16      - 4,970,015.200   263,447.100   MT  1.00028815   -2 06 42.4
 DK5066;UTM  15      - 4,970,054.608   737,619.220   MT  1.00029436   +2 07 16.7
 DK5066
 DK5066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5066!SPC WI C     -   0.99994302  x   0.99994086  =   0.99988388
 DK5066!UTM  16      -   0.99994302  x   1.00028815  =   1.00023115
 DK5066!UTM  15      -   0.99994302  x   1.00029436  =   1.00023736
 DK5066
 DK5066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6344770015(NAD 83)
 DK5066
 DK5066                          SUPERSEDED SURVEY CONTROL
 DK5066
 DK5066  NAD 83(2007)-  44 50 39.52961(N)    089 59 35.71367(W) AD(2002.00) 1
 DK5066  ELLIP H (07/29/08)  363.458  (m)                       GP(2002.00) 3 1
 DK5066  NAVD 88 (07/29/08)  397.41   (m)  GEOID03  model used  GPS OBS        
 DK5066
 DK5066.Superseded values are not recommended for survey control.
 DK5066
 DK5066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5066.See file dsdata.pdf to determine how the superseded data were derived.
 DK5066
 DK5066_MARKER: DD = SURVEY DISK
 DK5066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5066_STAMPING: CLEVELAND N GPS 2005
 DK5066_MARK LOGO: WIDT
 DK5066_PROJECTION: FLUSH
 DK5066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5066+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2007
 DK5066
 DK5066  HISTORY     - Date     Condition        Report By
 DK5066  HISTORY     - 2004     MONUMENTED       WIDT
 DK5066  HISTORY     - 20070103 GOOD             WIDT
 DK5066  HISTORY     - 20110627 GOOD             WIDT
 DK5066
 DK5066                          STATION DESCRIPTION
 DK5066
 DK5066'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DK5066'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH COUNTY
 DK5066'HIGHWAY P ABOUT 5 MI (8.0 KM) SOUTH OF THE VILLAGE OF EDGAR, GO SOUTH
 DK5066'ON COUNTY H FOR 1.0 MI (1.6 KM) TO HOLSTEIN ROAD, TURN RIGHT AND GO
 DK5066'WEST ON HOLSTEIN ROAD FOR 1.0 MI (1.6 KM) TO WIESMAN ROAD, CONTINUE
 DK5066'WEST ON HOLSTEIN ROAD FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DK5066'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DK5066'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DK5066'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DK5066'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.9 M
 DK5066'(32.5 FT) NORTH OF THE CENTER OF HOLSTEIN ROAD, 1.0 M (3.3 FT) SOUTH
 DK5066'OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) EAST AND WEST OF AN ORANGE
 DK5066'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5066'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DK5066
 DK5066                          STATION RECOVERY (2011)
 DK5066
 DK5066'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5066'RECOVERED IN GOOD CONDITION
 DK5066'
 DK5066'OBSTRUCTIONS GREATER THAN 15 DEGREES ABOVE HORIZON MAY AFFECT
 DK5066'SUITABILITY FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5307 ***********************************************************************
 DK5307  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5307  DESIGNATION -  CLEVELAND NW GPS
 DK5307  PID         -  DK5307
 DK5307  STATE/COUNTY-  WI/JACKSON
 DK5307  COUNTRY     -  US
 DK5307  USGS QUAD   -  PRICE (2018)
 DK5307
 DK5307                         *CURRENT SURVEY CONTROL
 DK5307  ______________________________________________________________________
 DK5307* NAD 83(2011) POSITION- 44 34 55.69433(N) 091 01 29.05070(W)   ADJUSTED
 DK5307* NAD 83(2011) ELLIP HT-   312.075 (meters)        (06/27/12)   ADJUSTED
 DK5307* NAD 83(2011) EPOCH   -  2010.00
 DK5307* NAVD 88 ORTHO HEIGHT -   344.13  (meters)     1129.0   (feet) GPS OBS
 DK5307  ______________________________________________________________________
 DK5307  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5307  GEOID HEIGHT    -        -32.054 (meters)                     GEOID12A
 DK5307  GEOID HEIGHT    -        -32.053 (meters)                     GEOID18
 DK5307  NAD 83(2011) X  -    -81,381.964 (meters)                     COMP
 DK5307  NAD 83(2011) Y  - -4,549,800.643 (meters)                     COMP
 DK5307  NAD 83(2011) Z  -  4,454,612.729 (meters)                     COMP
 DK5307  LAPLACE CORR    -         -5.78  (seconds)                    DEFLEC18
 DK5307
 DK5307  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5307  Standards:
 DK5307         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5307            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5307  -------------------------------------------------------------------
 DK5307  NETWORK    0.31   0.29           0.14   0.11   0.15      0.08204532
 DK5307  -------------------------------------------------------------------
 DK5307  Click here for local accuracies and other accuracy information.
 DK5307
 DK5307.The horizontal coordinates were established by GPS observations
 DK5307.and adjusted by the National Geodetic Survey in June 2012.
 DK5307
 DK5307.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5307.been affixed to the stable North American tectonic plate. See 
 DK5307.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5307
 DK5307.The horizontal coordinates are valid at the epoch date displayed above
 DK5307.which is a decimal equivalence of Year/Month/Day.
 DK5307
 DK5307.The orthometric height was determined by GPS observations and a
 DK5307.high-resolution geoid model using precise GPS observation and
 DK5307.processing techniques.
 DK5307
 DK5307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5307.GEOID18 height accuracy estimate available here.
 DK5307
 DK5307.Click photographs - Photos may exist for this station.
 DK5307
 DK5307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5307
 DK5307.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5307
 DK5307.The ellipsoidal height was determined by GPS observations
 DK5307.and is referenced to NAD 83.
 DK5307
 DK5307. The following values were computed from the NAD 83(2011) position.
 DK5307
 DK5307;                    North         East     Units Scale Factor Converg.
 DK5307;SPC WI C     -    83,719.059   518,623.592   MT  0.99995380   -0 43 22.9
 DK5307;SPC WI C     -   274,668.28  1,701,517.57   sFT  0.99995380   -0 43 22.9
 DK5307;UTM  15      - 4,938,430.545   656,808.898   MT  0.99990239   +1 23 12.4
 DK5307
 DK5307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5307!SPC WI C     -   0.99995107  x   0.99995380  =   0.99990487
 DK5307!UTM  15      -   0.99995107  x   0.99990239  =   0.99985347
 DK5307
 DK5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5680838430(NAD 83)
 DK5307
 DK5307                          SUPERSEDED SURVEY CONTROL
 DK5307
 DK5307  NAD 83(2007)-  44 34 55.69449(N)    091 01 29.05166(W) AD(2002.00) 1
 DK5307  ELLIP H (07/29/08)  312.104  (m)                       GP(2002.00) 3 1
 DK5307  NAVD 88 (07/29/08)  344.11   (m)  GEOID03  model used  GPS OBS        
 DK5307
 DK5307.Superseded values are not recommended for survey control.
 DK5307
 DK5307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5307.See file dsdata.pdf to determine how the superseded data were derived.
 DK5307
 DK5307_MARKER: DD = SURVEY DISK
 DK5307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5307_STAMPING: CLEVELAND NW GPS 1992
 DK5307_MARK LOGO: WI-053
 DK5307_PROJECTION: FLUSH
 DK5307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK5307+STABILITY: SURFACE MOTION
 DK5307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5307+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2022
 DK5307
 DK5307  HISTORY     - Date     Condition        Report By
 DK5307  HISTORY     - 1992     MONUMENTED       WI-035
 DK5307  HISTORY     - 20061031 GOOD             WIDT
 DK5307  HISTORY     - 20110913 GOOD             WIDT
 DK5307  HISTORY     - 20220119 GOOD             WI-053
 DK5307
 DK5307                          STATION DESCRIPTION
 DK5307
 DK5307'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5307'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH US
 DK5307'HIGHWAY 12 AND STATE HIGHWAY 27 JUST SOUTH OF THE VILLAGE OF
 DK5307'FAIRCHILD, GO WEST ON US HIGHWAY 10 FOR 3.2 MI (5.1 KM) TO HILL ROAD
 DK5307'ON THE LEFT, CONTINUE WEST ON US HIGHWAY 10 FOR 0.05 MI (0.1 KM) TO
 DK5307'THE STATION ON THE LEFT.  THE STATION IS A BRONZE JACKSON COUNTY
 DK5307'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 30-CM (12 INCH)
 DK5307'DIAMETER CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3
 DK5307'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 14.5 M (47.6 FT) SOUTH
 DK5307'OF THE CENTERLINE OF US HIGHWAY 10, 88 M (288.7 FT) WEST OF THE
 DK5307'CENTERLINE OF HILL ROAD, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND
 DK5307'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK5307'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK5307'ABOVE THE HORIZON.
 DK5307
 DK5307                          STATION RECOVERY (2011)
 DK5307
 DK5307'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5307'RECOVERED IN GOOD CONDITION.
 DK5307
 DK5307                          STATION RECOVERY (2022)
 DK5307
 DK5307'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2022 (CB)
 DK5307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4361 ***********************************************************************
 DL4361  DESIGNATION -  CLEVELAND S GPS
 DL4361  PID         -  DL4361
 DL4361  STATE/COUNTY-  WI/CHIPPEWA
 DL4361  COUNTRY     -  US
 DL4361  USGS QUAD   -  BOB LAKE (2018)
 DL4361
 DL4361                         *CURRENT SURVEY CONTROL
 DL4361  ______________________________________________________________________
 DL4361* NAD 83(2011) POSITION- 45 08 01.24111(N) 091 18 59.49240(W)   ADJUSTED
 DL4361* NAD 83(2011) ELLIP HT-   294.435 (meters)        (04/15/13)   ADJUSTED
 DL4361* NAD 83(2011) EPOCH   -  2010.00
 DL4361* NAVD 88 ORTHO HEIGHT -   325.135 (meters)     1066.71  (feet) ADJUSTED
 DL4361  ______________________________________________________________________
 DL4361  GEOID HEIGHT    -        -30.703 (meters)                     GEOID18
 DL4361  NAD 83(2011) X  -   -103,557.884 (meters)                     COMP
 DL4361  NAD 83(2011) Y  - -4,506,091.711 (meters)                     COMP
 DL4361  NAD 83(2011) Z  -  4,498,049.646 (meters)                     COMP
 DL4361  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 DL4361  DYNAMIC HEIGHT  -        325.110 (meters)     1066.63  (feet) COMP
 DL4361  MODELED GRAVITY -    980,530.5   (mgal)                       NAVD 88
 DL4361
 DL4361  VERT ORDER      -  SECOND    CLASS I
 DL4361
 DL4361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4361  Standards:
 DL4361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4361  -------------------------------------------------------------------
 DL4361  NETWORK    0.53   0.96           0.24   0.19   0.49      0.00833172
 DL4361  -------------------------------------------------------------------
 DL4361  Click here for local accuracies and other accuracy information.
 DL4361
 DL4361.The horizontal coordinates were established by GPS observations
 DL4361.and adjusted by the National Geodetic Survey in April 2013.
 DL4361
 DL4361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4361.been affixed to the stable North American tectonic plate. See 
 DL4361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4361
 DL4361.The horizontal coordinates are valid at the epoch date displayed above
 DL4361.which is a decimal equivalence of Year/Month/Day.
 DL4361
 DL4361.The orthometric height was determined by differential leveling and
 DL4361.adjusted by the WI DEPT OF TRANSP
 DL4361.in May 2012.
 DL4361
 DL4361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4361.GEOID18 height accuracy estimate available here.
 DL4361
 DL4361.Click photographs - Photos may exist for this station.
 DL4361
 DL4361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4361
 DL4361.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4361
 DL4361.The ellipsoidal height was determined by GPS observations
 DL4361.and is referenced to NAD 83.
 DL4361
 DL4361.The dynamic height is computed by dividing the NAVD 88
 DL4361.geopotential number by the normal gravity value computed on the
 DL4361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4361.degrees latitude (g = 980.6199 gals.).
 DL4361
 DL4361.The modeled gravity was interpolated from observed gravity values.
 DL4361
 DL4361. The following values were computed from the NAD 83(2011) position.
 DL4361
 DL4361;                    North         East     Units Scale Factor Converg.
 DL4361;SPC WI C     -   145,333.820   496,447.409   MT  0.99995079   -0 55 44.1
 DL4361;SPC WI C     -   476,816.04  1,628,761.21   sFT  0.99995079   -0 55 44.1
 DL4361;UTM  15      - 4,999,179.048   632,374.578   MT  0.99981546   +1 11 36.0
 DL4361
 DL4361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4361!SPC WI C     -   0.99995384  x   0.99995079  =   0.99990463
 DL4361!UTM  15      -   0.99995384  x   0.99981546  =   0.99976931
 DL4361
 DL4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3237499179(NAD 83)
 DL4361
 DL4361                          SUPERSEDED SURVEY CONTROL
 DL4361
 DL4361  NAD 83(2007)-  45 08 01.24113(N)    091 18 59.49309(W) AD(2002.00) 1
 DL4361  ELLIP H (04/06/12)  294.461  (m)                       GP(2002.00) 1 1
 DL4361  NAVD 88             325.14   (m)         1066.7    (f) LEVELING    3  
 DL4361
 DL4361.Superseded values are not recommended for survey control.
 DL4361
 DL4361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4361.See file dsdata.pdf to determine how the superseded data were derived.
 DL4361
 DL4361_MARKER: DD = SURVEY DISK
 DL4361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4361_STAMPING: CLEVELAND S GPS 2006
 DL4361_MARK LOGO: WIDT
 DL4361_PROJECTION: FLUSH
 DL4361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4361+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2008
 DL4361
 DL4361  HISTORY     - Date     Condition        Report By
 DL4361  HISTORY     - 2005     MONUMENTED       WIDT
 DL4361  HISTORY     - 20080804 GOOD             WIDT
 DL4361
 DL4361                          STATION DESCRIPTION
 DL4361
 DL4361'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4361'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) EAST-NORTHEAST OF
 DL4361'BLOOMER, 8.5 MI (13.7 KM) WEST-SOUTHWEST OF CORNELL AND 6.5 MI (10.5
 DL4361'KM) NORTH-NORTHWEST OF JIM FALLS.
 DL4361'
 DL4361'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DL4361'HIGHWAY E APPROXIMATELY 8 MI (12.9 KM) SOUTHWEST OF THE CITY OF
 DL4361'CORNELL, GO EAST ON STATE HIGHWAY 64 FOR 0.2 MI (0.3 KM) TO 180TH
 DL4361'STREET RIGHT.  TURN RIGHT AND GO SOUTH ON 180TH STREET FOR 77 M (252.6
 DL4361'FT) TO THE STATION ON THE LEFT.
 DL4361'
 DL4361'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4361'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4361'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4361'GROUND AND APPROXIMATELY 2 M (6.6 FT) HIGHER THAN THE ROAD PAVEMENT,
 DL4361'12.6 M (41.3 FT) EAST OF THE CENTERLINE OF 180TH STREET, 46.5 M (152.6
 DL4361'FT) NORTH OF TELEPHONE PEDESTAL NUMBER 1720 1 WITH AN ORANGE SIGN
 DL4361'ATTACHED, 33.7 M (110.6 FT) SOUTH OF A YELLOW PLASTIC RIGHT-OF-WAY
 DL4361'POST, 33.0 M (108.3 FT) SOUTH OF THE TOP CENTER OF TELEPHONE PEDESTAL
 DL4361'NUMBER 1700 1, 1.3 M (4.3 FT) WEST OF A CULTIVATED FIELD AND 1.0 M
 DL4361'(3.3 FT) EAST, 1.0 M (3.3 FT) SOUTHWEST AND 1.0 M (3.3 FT) NORTHWEST
 DL4361'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DL4361'
 DL4361'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4361'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4357 ***********************************************************************
 DL4357  DESIGNATION -  CLEVELAND SE GPS
 DL4357  PID         -  DL4357
 DL4357  STATE/COUNTY-  WI/CHIPPEWA
 DL4357  COUNTRY     -  US
 DL4357  USGS QUAD   -  CORNELL (2018)
 DL4357
 DL4357                         *CURRENT SURVEY CONTROL
 DL4357  ______________________________________________________________________
 DL4357* NAD 83(2011) POSITION- 45 09 21.47239(N) 091 11 50.05351(W)   ADJUSTED
 DL4357* NAD 83(2011) ELLIP HT-   295.401 (meters)        (04/15/13)   ADJUSTED
 DL4357* NAD 83(2011) EPOCH   -  2010.00
 DL4357* NAVD 88 ORTHO HEIGHT -   326.096 (meters)     1069.87  (feet) ADJUSTED
 DL4357  ______________________________________________________________________
 DL4357  GEOID HEIGHT    -        -30.695 (meters)                     GEOID18
 DL4357  NAD 83(2011) X  -    -94,139.407 (meters)                     COMP
 DL4357  NAD 83(2011) Y  - -4,504,542.752 (meters)                     COMP
 DL4357  NAD 83(2011) Z  -  4,499,797.340 (meters)                     COMP
 DL4357  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 DL4357  DYNAMIC HEIGHT  -        326.074 (meters)     1069.79  (feet) COMP
 DL4357  MODELED GRAVITY -    980,540.8   (mgal)                       NAVD 88
 DL4357
 DL4357  VERT ORDER      -  SECOND    CLASS I
 DL4357
 DL4357  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4357  Standards:
 DL4357         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4357            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4357  -------------------------------------------------------------------
 DL4357  NETWORK    0.62   1.06           0.28   0.22   0.54     -0.03280039
 DL4357  -------------------------------------------------------------------
 DL4357  Click here for local accuracies and other accuracy information.
 DL4357
 DL4357.The horizontal coordinates were established by GPS observations
 DL4357.and adjusted by the National Geodetic Survey in April 2013.
 DL4357
 DL4357.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4357.been affixed to the stable North American tectonic plate. See 
 DL4357.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4357
 DL4357.The horizontal coordinates are valid at the epoch date displayed above
 DL4357.which is a decimal equivalence of Year/Month/Day.
 DL4357
 DL4357.The orthometric height was determined by differential leveling and
 DL4357.adjusted by the WI DEPT OF TRANSP
 DL4357.in May 2012.
 DL4357
 DL4357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4357.GEOID18 height accuracy estimate available here.
 DL4357
 DL4357.Click photographs - Photos may exist for this station.
 DL4357
 DL4357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4357
 DL4357.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4357
 DL4357.The ellipsoidal height was determined by GPS observations
 DL4357.and is referenced to NAD 83.
 DL4357
 DL4357.The dynamic height is computed by dividing the NAVD 88
 DL4357.geopotential number by the normal gravity value computed on the
 DL4357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4357.degrees latitude (g = 980.6199 gals.).
 DL4357
 DL4357.The modeled gravity was interpolated from observed gravity values.
 DL4357
 DL4357. The following values were computed from the NAD 83(2011) position.
 DL4357
 DL4357;                    North         East     Units Scale Factor Converg.
 DL4357;SPC WI C     -   147,665.002   505,865.967   MT  0.99995261   -0 50 41.1
 DL4357;SPC WI C     -   484,464.26  1,659,661.93   sFT  0.99995261   -0 50 41.1
 DL4357;UTM  15      - 5,001,857.167   641,699.201   MT  0.99984689   +1 16 42.3
 DL4357
 DL4357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4357!SPC WI C     -   0.99995369  x   0.99995261  =   0.99990630
 DL4357!UTM  15      -   0.99995369  x   0.99984689  =   0.99980059
 DL4357
 DL4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4169901857(NAD 83)
 DL4357
 DL4357                          SUPERSEDED SURVEY CONTROL
 DL4357
 DL4357  NAD 83(2007)-  45 09 21.47238(N)    091 11 50.05418(W) AD(2002.00) 1
 DL4357  ELLIP H (04/06/12)  295.427  (m)                       GP(2002.00) 1 1
 DL4357  NAVD 88             326.10   (m)         1069.9    (f) LEVELING    3  
 DL4357
 DL4357.Superseded values are not recommended for survey control.
 DL4357
 DL4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4357.See file dsdata.pdf to determine how the superseded data were derived.
 DL4357
 DL4357_MARKER: DD = SURVEY DISK
 DL4357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4357_STAMPING: CLEVELAND SE GPS 2006
 DL4357_MARK LOGO: WIDT
 DL4357_PROJECTION: FLUSH
 DL4357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4357+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2008
 DL4357
 DL4357  HISTORY     - Date     Condition        Report By
 DL4357  HISTORY     - 2005     MONUMENTED       WIDT
 DL4357  HISTORY     - 20080806 GOOD             WIDT
 DL4357
 DL4357                          STATION DESCRIPTION
 DL4357
 DL4357'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4357'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF
 DL4357'CRESCENT, 6.1 MI (9.8 KM) SOUTHWEST OF HOLCOMBE AND 2.5 MI (4.0 KM)
 DL4357'WEST-SOUTHWEST OF CORNELL.
 DL4357'
 DL4357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DL4357'HIGHWAY 178 APPROXIMATELY 1 MI (1.6 KM) SOUTHWEST OF THE CITY OF
 DL4357'CORNELL, GO WEST ON STATE HIGHWAY 64 FOR 1.5 MI (2.4 KM) TO THE
 DL4357'STATION ON THE LEFT.
 DL4357'
 DL4357'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4357'GEODETIC SURVEY CONTROL STATION DISK CLEVELAND SET IN THE TOP OF A
 DL4357'40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH
 DL4357'THE GROUND AND APPROXIMATELY 0.3 M (1.0 FT) HIGHER THAN THE HIGHWAY
 DL4357'PAVEMENT, 8.1 M (26.6 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 64,
 DL4357'17.6 M (57.7 FT) SOUTH OF POWER POLE NUMBER 20, 15.6 M (51.2 FT) EAST
 DL4357'OF A WOOD FENCE POST, 14.3 M (46.9 FT) EAST OF A SCHOOL BUS STOP AHEAD
 DL4357'SIGN POST, 10.1 M (33.1 FT) WEST OF THE CENTERLINE OF A FIELD ENTRANCE
 DL4357'AND 1.0 M (3.3 FT) SOUTH, 1.0 M (3.3 FT) NORTHWEST AND 1.0 M (3.3 FT)
 DL4357'NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DL4357'
 DL4357'NOTE- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DL4357'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5069 ***********************************************************************
 DK5069  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5069  DESIGNATION -  CLEVELAND W GPS
 DK5069  PID         -  DK5069
 DK5069  STATE/COUNTY-  WI/MARATHON
 DK5069  COUNTRY     -  US
 DK5069  USGS QUAD   -  STRATFORD (2018)
 DK5069
 DK5069                         *CURRENT SURVEY CONTROL
 DK5069  ______________________________________________________________________
 DK5069* NAD 83(2011) POSITION- 44 49 47.21876(N) 090 03 38.90406(W)   ADJUSTED
 DK5069* NAD 83(2011) ELLIP HT-   354.588 (meters)        (06/27/12)   ADJUSTED
 DK5069* NAD 83(2011) EPOCH   -  2010.00
 DK5069* NAVD 88 ORTHO HEIGHT -   388.43  (meters)     1274.4   (feet) GPS OBS
 DK5069  ______________________________________________________________________
 DK5069  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5069  GEOID HEIGHT    -        -33.842 (meters)                     GEOID12A
 DK5069  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 DK5069  NAD 83(2011) X  -     -4,808.855 (meters)                     COMP
 DK5069  NAD 83(2011) Y  - -4,531,195.713 (meters)                     COMP
 DK5069  NAD 83(2011) Z  -  4,474,202.747 (meters)                     COMP
 DK5069  LAPLACE CORR    -         -7.85  (seconds)                    DEFLEC18
 DK5069
 DK5069  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5069  Standards:
 DK5069         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5069            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5069  -------------------------------------------------------------------
 DK5069  NETWORK    0.31   0.29           0.14   0.11   0.15      0.09256921
 DK5069  -------------------------------------------------------------------
 DK5069  Click here for local accuracies and other accuracy information.
 DK5069
 DK5069.The horizontal coordinates were established by GPS observations
 DK5069.and adjusted by the National Geodetic Survey in June 2012.
 DK5069
 DK5069.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5069.been affixed to the stable North American tectonic plate. See 
 DK5069.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5069
 DK5069.The horizontal coordinates are valid at the epoch date displayed above
 DK5069.which is a decimal equivalence of Year/Month/Day.
 DK5069
 DK5069.The orthometric height was determined by GPS observations and a
 DK5069.high-resolution geoid model using precise GPS observation and
 DK5069.processing techniques.
 DK5069
 DK5069.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5069.GEOID18 height accuracy estimate available here.
 DK5069
 DK5069.Click photographs - Photos may exist for this station.
 DK5069
 DK5069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5069
 DK5069.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5069
 DK5069.The ellipsoidal height was determined by GPS observations
 DK5069.and is referenced to NAD 83.
 DK5069
 DK5069. The following values were computed from the NAD 83(2011) position.
 DK5069
 DK5069;                    North         East     Units Scale Factor Converg.
 DK5069;SPC WI C     -   110,725.789   595,191.695   MT  0.99994103   -0 02 34.5
 DK5069;SPC WI C     -   363,272.86  1,952,724.75   sFT  0.99994103   -0 02 34.5
 DK5069;UTM  15      - 4,968,244.938   732,338.996   MT  1.00026385   +2 04 23.0
 DK5069;UTM  16      - 4,968,600.133   258,047.581   MT  1.00031992   -2 09 32.1
 DK5069
 DK5069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5069!SPC WI C     -   0.99994441  x   0.99994103  =   0.99988544
 DK5069!UTM  15      -   0.99994441  x   1.00026385  =   1.00020824
 DK5069!UTM  16      -   0.99994441  x   1.00031992  =   1.00026431
 DK5069
 DK5069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3233868244(NAD 83)
 DK5069
 DK5069                          SUPERSEDED SURVEY CONTROL
 DK5069
 DK5069  NAD 83(2007)-  44 49 47.21892(N)    090 03 38.90473(W) AD(2002.00) 1
 DK5069  ELLIP H (07/29/08)  354.615  (m)                       GP(2002.00) 3 1
 DK5069  NAVD 88 (07/29/08)  388.41   (m)  GEOID03  model used  GPS OBS        
 DK5069
 DK5069.Superseded values are not recommended for survey control.
 DK5069
 DK5069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5069.See file dsdata.pdf to determine how the superseded data were derived.
 DK5069
 DK5069_MARKER: DD = SURVEY DISK
 DK5069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5069_STAMPING: CLEVELAND W GPS 2005
 DK5069_MARK LOGO: WIDT
 DK5069_PROJECTION: FLUSH
 DK5069_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5069+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2011
 DK5069
 DK5069  HISTORY     - Date     Condition        Report By
 DK5069  HISTORY     - 2004     MONUMENTED       WIDT
 DK5069  HISTORY     - 20070103 GOOD             WIDT
 DK5069  HISTORY     - 20110627 GOOD             WIDT
 DK5069
 DK5069                          STATION DESCRIPTION
 DK5069
 DK5069'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DK5069'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 (WEBER
 DK5069'AVENUE) WITH STATE HIGHWAY 153 (FIR STREET) IN THE VILLAGE OF
 DK5069'STRATFORD, GO NORTH ON STATE HIGHWAY 97 (WEBER AVENUE) FOR 2.0 MI (3.2
 DK5069'KM) TO ROCK ROAD, TURN RIGHT AND GO EAST ON ROCK ROAD FOR 0.9 MI (1.4
 DK5069'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DK5069'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DK5069'IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP),
 DK5069'LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DK5069'THE STATION IS 8.4 M (27.6 FT) SOUTH OF THE CENTER OF ROCK ROAD, 38.5
 DK5069'M (126.3 FT) SOUTHWEST OF A TELEPHONE PEDESTAL --1418--, 28 M (91.9
 DK5069'FT) WEST OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DK5069'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK5069'STATION HAS VISIBLE NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DK5069'DEGREES ABOVE THE HORIZON.
 DK5069
 DK5069                          STATION RECOVERY (2011)
 DK5069
 DK5069'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DK5069'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7353 ***********************************************************************
 DN7353  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7353  DESIGNATION -  CLEVELAND W GPS
 DN7353  PID         -  DN7353
 DN7353  STATE/COUNTY-  WI/TAYLOR
 DN7353  COUNTRY     -  US
 DN7353  USGS QUAD   -  GILMAN (2018)
 DN7353
 DN7353                         *CURRENT SURVEY CONTROL
 DN7353  ______________________________________________________________________
 DN7353* NAD 83(2011) POSITION- 45 14 32.99558(N) 090 46 58.24611(W)   ADJUSTED
 DN7353* NAD 83(2011) ELLIP HT-   352.235 (meters)        (04/15/13)   ADJUSTED
 DN7353* NAD 83(2011) EPOCH   -  2010.00
 DN7353* NAVD 88 ORTHO HEIGHT -   382.96  (meters)     1256.4   (feet) GPS OBS
 DN7353  ______________________________________________________________________
 DN7353  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7353  GEOID HEIGHT    -        -30.735 (meters)                     GEOID12A
 DN7353  GEOID HEIGHT    -        -30.734 (meters)                     GEOID18
 DN7353  NAD 83(2011) X  -    -61,465.494 (meters)                     COMP
 DN7353  NAD 83(2011) Y  - -4,498,322.251 (meters)                     COMP
 DN7353  NAD 83(2011) Z  -  4,506,614.597 (meters)                     COMP
 DN7353  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 DN7353
 DN7353  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7353  Standards:
 DN7353         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7353            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7353  -------------------------------------------------------------------
 DN7353  NETWORK    0.74   1.35           0.33   0.27   0.69      0.07999856
 DN7353  -------------------------------------------------------------------
 DN7353  Click here for local accuracies and other accuracy information.
 DN7353
 DN7353.The horizontal coordinates were established by GPS observations
 DN7353.and adjusted by the National Geodetic Survey in April 2013.
 DN7353
 DN7353.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7353.been affixed to the stable North American tectonic plate. See 
 DN7353.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7353
 DN7353.The horizontal coordinates are valid at the epoch date displayed above
 DN7353.which is a decimal equivalence of Year/Month/Day.
 DN7353
 DN7353.The orthometric height was determined by GPS observations and a
 DN7353.high-resolution geoid model using precise GPS observation and
 DN7353.processing techniques.
 DN7353
 DN7353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7353.GEOID18 height accuracy estimate available here.
 DN7353
 DN7353.Click photographs - Photos may exist for this station.
 DN7353
 DN7353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7353
 DN7353.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7353
 DN7353.The ellipsoidal height was determined by GPS observations
 DN7353.and is referenced to NAD 83.
 DN7353
 DN7353. The following values were computed from the NAD 83(2011) position.
 DN7353
 DN7353;                    North         East     Units Scale Factor Converg.
 DN7353;SPC WI C     -   156,883.934   538,539.324   MT  0.99996112   -0 33 08.5
 DN7353;SPC WI C     -   514,710.04  1,766,857.77   sFT  0.99996112   -0 33 08.5
 DN7353;UTM  15      - 5,012,280.808   674,006.649   MT  0.99997230   +1 34 29.2
 DN7353
 DN7353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7353!SPC WI C     -   0.99994478  x   0.99996112  =   0.99990590
 DN7353!UTM  15      -   0.99994478  x   0.99997230  =   0.99991708
 DN7353
 DN7353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7400612280(NAD 83)
 DN7353
 DN7353                          SUPERSEDED SURVEY CONTROL
 DN7353
 DN7353  NAD 83(2007)-  45 14 32.99561(N)    090 46 58.24668(W) AD(2002.00) 1
 DN7353  ELLIP H (04/06/12)  352.260  (m)                       GP(2002.00) 1 1
 DN7353
 DN7353.Superseded values are not recommended for survey control.
 DN7353
 DN7353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7353.See file dsdata.pdf to determine how the superseded data were derived.
 DN7353
 DN7353_MARKER: DD = SURVEY DISK
 DN7353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7353_STAMPING: CLEVELAND W GPS 2006
 DN7353_MARK LOGO: WIDT
 DN7353_PROJECTION: FLUSH
 DN7353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7353+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2009
 DN7353
 DN7353  HISTORY     - Date     Condition        Report By
 DN7353  HISTORY     - 2005     MONUMENTED       WIDT
 DN7353  HISTORY     - 20090804 GOOD             WIDT
 DN7353
 DN7353                          STATION DESCRIPTION
 DN7353
 DN7353'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN7353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH COUNTY
 DN7353'HIGHWAY M WEST ON THE EAST SIDE OF THE COMMUNITY OF HANNIBAL, GO SOUTH
 DN7353'ON STATE HIGHWAY 73 AND COUNTY HIGHWAY M FOR 0.2 MI (0.3 KM) TO
 DN7353'CEMETERY ROAD LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 73 AND COUNTY
 DN7353'HIGHWAY M FOR 0.46 MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DN7353'
 DN7353'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7353'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN7353'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7353'GROUND AND APPROXIMATELY 1.2 M (3.9 FT) LOWER THAN THE HIGHWAY
 DN7353'PAVEMENT.  THE STATION IS 14.4 M (47.2 FT) WEST OF THE CENTERLINE OF
 DN7353'STATE HIGHWAY 73 AND COUNTY HIGHWAY M, 92 M (301.8 FT) SOUTH OF A
 DN7353'-NATL FOREST CAMPGROUND LEFT- WOODEN SIGN POST, 64 M (210.0 FT) NORTH
 DN7353'OF STATE HIGHWAY 73 INTERSECTION WITH DIVISION ROAD (WEST)/COUNTY
 DN7353'HIGHWAY M (EAST), 59.5 M (195.2 FT) NORTH-NORTHWEST OF A -COUNTY M
 DN7353'LEFT- WOODEN SIGN POST, 38.3 M (125.7 FT) SOUTHWEST OF POWER POLE
 DN7353'-189-, 21.8 M (71.5 FT) WEST-NORTHWEST OF A -NORTH 73- WOODEN SIGN
 DN7353'POST, 1.6 M (5.2 FT) EAST OF A FENCE LINE AND IS 1 M (3.3 FT) FROM
 DN7353'THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7353'
 DN7353'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20
 DN7353'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0021 ***********************************************************************
 QN0021  DESIGNATION -  CLIFFORD
 QN0021  PID         -  QN0021
 QN0021  STATE/COUNTY-  WI/PRICE
 QN0021  COUNTRY     -  US
 QN0021  USGS QUAD   -  BRANTWOOD (2018)
 QN0021
 QN0021                         *CURRENT SURVEY CONTROL
 QN0021  ______________________________________________________________________
 QN0021* NAD 83(1991) POSITION- 45 33 22.27020(N) 090 02 39.77454(W)   ADJUSTED
 QN0021* NAVD 88 ORTHO HEIGHT -   479.575 (meters)     1573.41  (feet) ADJUSTED
 QN0021  ______________________________________________________________________
 QN0021  GEOID HEIGHT    -        -30.916 (meters)                     GEOID18
 QN0021  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 QN0021  DYNAMIC HEIGHT  -        479.553 (meters)     1573.33  (feet) COMP
 QN0021  MODELED GRAVITY -    980,553.5   (mgal)                       NAVD 88
 QN0021
 QN0021  HORZ ORDER      -  FIRST
 QN0021  VERT ORDER      -  FIRST     CLASS II
 QN0021
 QN0021.The horizontal coordinates were established by classical geodetic methods
 QN0021.and adjusted by the National Geodetic Survey in November 1991.
 QN0021
 QN0021.The orthometric height was determined by differential leveling and
 QN0021.adjusted by the NATIONAL GEODETIC SURVEY
 QN0021.in June 1991.
 QN0021
 QN0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0021.GEOID18 height accuracy estimate available here.
 QN0021
 QN0021.Click photographs - Photos may exist for this station.
 QN0021
 QN0021.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0021
 QN0021.The dynamic height is computed by dividing the NAVD 88
 QN0021.geopotential number by the normal gravity value computed on the
 QN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0021.degrees latitude (g = 980.6199 gals.).
 QN0021
 QN0021.The modeled gravity was interpolated from observed gravity values.
 QN0021
 QN0021. The following values were computed from the NAD 83(1991) position.
 QN0021
 QN0021;                    North         East     Units Scale Factor Converg.
 QN0021;SPC WI N     -    43,293.682   596,534.648   MT  1.00000192   -0 01 55.3
 QN0021;SPC WI N     -   142,039.36  1,957,130.76   sFT  1.00000192   -0 01 55.3
 QN0021;SPC WI C     -   191,451.139   596,534.616   MT  1.00001119   -0 01 52.7
 QN0021;SPC WI C     -   628,119.28  1,957,130.65   sFT  1.00001119   -0 01 52.7
 QN0021;UTM  15      - 5,048,988.374   730,681.350   MT  1.00025429   +2 06 39.8
 QN0021;UTM  16      - 5,049,247.583   262,390.907   MT  1.00029419   -2 10 28.2
 QN0021
 QN0021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0021!SPC WI N     -   0.99992967  x   1.00000192  =   0.99993159
 QN0021!SPC WI C     -   0.99992967  x   1.00001119  =   0.99994085
 QN0021!UTM  15      -   0.99992967  x   1.00025429  =   1.00018394
 QN0021!UTM  16      -   0.99992967  x   1.00029419  =   1.00022384
 QN0021
 QN0021:                Primary Azimuth Mark                     Grid Az
 QN0021:SPC WI N     -  DORT                                     101 18 41.4
 QN0021:SPC WI C     -  DORT                                     101 18 38.8
 QN0021:UTM  15      -  DORT                                     099 10 06.3
 QN0021:UTM  16      -  DORT                                     103 27 14.3
 QN0021
 QN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3068148988(NAD 83)
 QN0021
 QN0021|---------------------------------------------------------------------|
 QN0021| PID    Reference Object                     Distance      Geod. Az  |
 QN0021|                                                           dddmmss.s |
 QN0021| QN0022 DORT                                APPROX. 1.0 KM 1011646.1 |
 QN0021| CJ4440 CLIFFORD RM                          17.175 METERS 23502     |
 QN0021|---------------------------------------------------------------------|
 QN0021
 QN0021                          SUPERSEDED SURVEY CONTROL
 QN0021
 QN0021  NAD 83(1986)-  45 33 22.26561(N)    090 02 39.77081(W) AD(       ) 1
 QN0021  NAD 27      -  45 33 22.35000(N)    090 02 39.26700(W) AD(       ) 1
 QN0021  USSD        -  45 33 22.60700(N)    090 02 39.05500(W) AD(       ) 3
 QN0021  NGVD 29 (??/??/92)  479.564  (m)         1573.37   (f) ADJ UNCH    1 2
 QN0021  NGVD 29             479.56   (m)         1573.4    (f) LEVELING    3  
 QN0021
 QN0021.Superseded values are not recommended for survey control.
 QN0021
 QN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0021.See file dsdata.pdf to determine how the superseded data were derived.
 QN0021
 QN0021_MARKER: DS = TRIANGULATION STATION DISK
 QN0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0021_STAMPING: CLIFFORD 1921
 QN0021_MARK LOGO: CGS
 QN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0021+STABILITY: SURFACE MOTION
 QN0021
 QN0021  HISTORY     - Date     Condition        Report By
 QN0021  HISTORY     - 1921     MONUMENTED       CGS
 QN0021  HISTORY     - 1921     GOOD             CGS
 QN0021  HISTORY     - 1934     POOR             CGS
 QN0021  HISTORY     - 1952     GOOD             CGS
 QN0021  HISTORY     - 1970     GOOD             USGS
 QN0021  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0021  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0021
 QN0021                          STATION DESCRIPTION
 QN0021
 QN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0021'STATION IS SITUATED IN THE TOWN OF CLIFFORD, 45 METERS NW OF
 QN0021'THE W END OF THE PLATFORM OF THE CLIFFORD RAILROAD STATION,
 QN0021'(MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY) ON THE
 QN0021'EXTENSION OF THE N RAIL FROM THE W AT THE CURVE PASSING THROUGH
 QN0021'TOWN.  IT IS 160 METERS E OF THE POINT OF TANGENCY OF THE CURVE,
 QN0021'AND 25.65 METERS (84.17 FEET) N OF THE RAILROAD.
 QN0021'
 QN0021'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 QN0021'SET IN CONCRETE.
 QN0021'
 QN0021'THE UNDERGROUND MARK IS 32 INCHES DEEP.
 QN0021
 QN0021                          STATION RECOVERY (1921)
 QN0021
 QN0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0021'AT CLIFFORD.
 QN0021'AT CLIFFORD, PRICE COUNTY, ON THE MINNEAPOLIS, ST. PAUL AND
 QN0021'SAULT STE. MARIE RAILROAD, 49 YARDS NORTHWEST OF THE WEST END
 QN0021'OF THE STATION PLATFORM, AT A CURVE, 175 YARDS EAST OF THE
 QN0021'POINT OF TANGENCY, IN LINE WITH THE NORTH RAIL OF THE WEST
 QN0021'TANGENT, AND 84.2 FEET NORTH OF THE TRACK.  A STANDARD
 QN0021'TRIANGULATION-STATION DISK, STAMPED CLIFFORD 1921 AND SET IN
 QN0021'THE TOP OF A CONCRETE POST.
 QN0021
 QN0021                          STATION RECOVERY (1934)
 QN0021
 QN0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0021'MARK RECOVERED IN POOR CONDITION.
 QN0021
 QN0021                          STATION RECOVERY (1952)
 QN0021
 QN0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0021'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QN0021'IT IS 13.5 FEET S OF N RIGHT-OF-WAY FENCE LINE OF RAILROAD,
 QN0021'82.0 FEET N OF N RAIL.  THE RAILROAD STATION IS NOW AN OLD
 QN0021'BOX-CAR JUST W OF ROAD AND RAILROAD CROSSING.
 QN0021'
 QN0021'REFERENCE MARK RECOVERED SW OF THE STATION AND IN GOOD CONDITION.
 QN0021
 QN0021                          STATION RECOVERY (1970)
 QN0021
 QN0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DWB)
 QN0021'ADD TO PREVIOUS DESCRIPTION--
 QN0021'
 QN0021'TOWNSHIP 35 N, T-36-N, R-4-E, R-3-E, NEAR COR. SEC. 1,6,31,36,
 QN0021'AT CLIFFORD, 217.0 FT. W. ALONG TRACK FROM R.R. XING OF CLIFFORD
 QN0021'RD., THENCE 82.5 FT. N. OF N. RAIL.  13 FT. S. OF N. R/W FENCE,
 QN0021'1FT. S. OF METAL WITNESS SIGN.  U.S.G.S. UNADJUSTED FIELD ELEV.
 QN0021'1573.711.
 QN0021
 QN0021                          STATION RECOVERY (1985)
 QN0021
 QN0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0021'MARK NOT FOUND.
 QN0021
 QN0021                          STATION RECOVERY (2004)
 QN0021
 QN0021'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0021'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0593 ***********************************************************************
 QN0593  CBN         -  This is a Cooperative Base Network Control Station.
 QN0593  DESIGNATION -  CLIFFORD GPS
 QN0593  PID         -  QN0593
 QN0593  STATE/COUNTY-  WI/LINCOLN
 QN0593  COUNTRY     -  US
 QN0593  USGS QUAD   -  BRANTWOOD (2018)
 QN0593
 QN0593                         *CURRENT SURVEY CONTROL
 QN0593  ______________________________________________________________________
 QN0593* NAD 83(2011) POSITION- 45 32 01.59945(N) 090 02 35.91398(W)   ADJUSTED
 QN0593* NAD 83(2011) ELLIP HT-   455.325 (meters)        (06/27/12)   ADJUSTED
 QN0593* NAD 83(2011) EPOCH   -  2010.00
 QN0593* NAVD 88 ORTHO HEIGHT -   486.298 (meters)     1595.46  (feet) ADJUSTED
 QN0593  ______________________________________________________________________
 QN0593  GEOID HEIGHT    -        -30.967 (meters)                     GEOID18
 QN0593  NAD 83(2011) X  -     -3,383.198 (meters)                     COMP
 QN0593  NAD 83(2011) Y  - -4,475,766.461 (meters)                     COMP
 QN0593  NAD 83(2011) Z  -  4,529,424.655 (meters)                     COMP
 QN0593  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 QN0593  DYNAMIC HEIGHT  -        486.275 (meters)     1595.39  (feet) COMP
 QN0593  MODELED GRAVITY -    980,552.8   (mgal)                       NAVD 88
 QN0593
 QN0593  VERT ORDER      -  SECOND    CLASS I
 QN0593
 QN0593  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QN0593  Standards:
 QN0593         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QN0593            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QN0593  -------------------------------------------------------------------
 QN0593  NETWORK    0.26   0.39           0.12   0.09   0.20      0.05175627
 QN0593  -------------------------------------------------------------------
 QN0593  Click here for local accuracies and other accuracy information.
 QN0593
 QN0593.The horizontal coordinates were established by GPS observations
 QN0593.and adjusted by the National Geodetic Survey in June 2012.
 QN0593
 QN0593.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QN0593.been affixed to the stable North American tectonic plate. See 
 QN0593.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QN0593
 QN0593.The horizontal coordinates are valid at the epoch date displayed above
 QN0593.which is a decimal equivalence of Year/Month/Day.
 QN0593
 QN0593.The orthometric height was determined by differential leveling and
 QN0593.adjusted by the WI DEPT OF TRANSP
 QN0593.in May 2012.
 QN0593
 QN0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0593.GEOID18 height accuracy estimate available here.
 QN0593
 QN0593.Click photographs - Photos may exist for this station.
 QN0593
 QN0593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QN0593
 QN0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0593
 QN0593.The ellipsoidal height was determined by GPS observations
 QN0593.and is referenced to NAD 83.
 QN0593
 QN0593.The dynamic height is computed by dividing the NAVD 88
 QN0593.geopotential number by the normal gravity value computed on the
 QN0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0593.degrees latitude (g = 980.6199 gals.).
 QN0593
 QN0593.The modeled gravity was interpolated from observed gravity values.
 QN0593
 QN0593. The following values were computed from the NAD 83(2011) position.
 QN0593
 QN0593;                    North         East     Units Scale Factor Converg.
 QN0593;SPC WI C     -   188,960.533   596,617.020   MT  1.00000661   -0 01 50.0
 QN0593;SPC WI C     -   619,948.02  1,957,401.01   sFT  1.00000661   -0 01 50.0
 QN0593;UTM  15      - 5,046,501.976   730,856.828   MT  1.00025529   +2 06 39.6
 QN0593;UTM  16      - 5,046,754.925   262,380.128   MT  1.00029426   -2 10 22.5
 QN0593
 QN0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0593!SPC WI C     -   0.99992862  x   1.00000661  =   0.99993523
 QN0593!UTM  15      -   0.99992862  x   1.00025529  =   1.00018389
 QN0593!UTM  16      -   0.99992862  x   1.00029426  =   1.00022286
 QN0593
 QN0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3085646501(NAD 83)
 QN0593
 QN0593                          SUPERSEDED SURVEY CONTROL
 QN0593
 QN0593  NAD 83(2007)-  45 32 01.59960(N)    090 02 35.91477(W) AD(2002.00) 0
 QN0593  ELLIP H (02/10/07)  455.350  (m)                       GP(2002.00)    
 QN0593  NAD 83(1997)-  45 32 01.59965(N)    090 02 35.91530(W) AD(       ) A
 QN0593  ELLIP H (04/28/99)  455.367  (m)                       GP(       ) 3 1
 QN0593  NAD 83(1991)-  45 32 01.59919(N)    090 02 35.91453(W) AD(       ) B
 QN0593  ELLIP H (06/11/91)  455.387  (m)                       GP(       ) 4 1
 QN0593  NAVD 88             486.30   (m)         1595.5    (f) LEVELING    3  
 QN0593  NAVD 88 (04/28/99)  486.3    (m)  GEOID96  model used  GPS OBS        
 QN0593  NGVD 29 (06/11/91)  486.2    (m)  UNKNOWN  model used  GPS OBS        
 QN0593
 QN0593.Superseded values are not recommended for survey control.
 QN0593
 QN0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0593.See file dsdata.pdf to determine how the superseded data were derived.
 QN0593
 QN0593_MARKER: DH = HORIZONTAL CONTROL DISK
 QN0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0593_STAMPING: CLIFFORD GPS 1989
 QN0593_MARK LOGO: NGS
 QN0593_PROJECTION: FLUSH
 QN0593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QN0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0593+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2013
 QN0593
 QN0593  HISTORY     - Date     Condition        Report By
 QN0593  HISTORY     - 1989     MONUMENTED       WIHD
 QN0593  HISTORY     - 19900722 GOOD
 QN0593  HISTORY     - 19970819 GOOD             WIHD
 QN0593  HISTORY     - 20030904 GOOD             USPSQD
 QN0593  HISTORY     - 20061216 GOOD             WIDT
 QN0593  HISTORY     - 20090729 GOOD             WIDT
 QN0593  HISTORY     - 20101209 GOOD             WIDT
 QN0593  HISTORY     - 20121207 GOOD             WIDT
 QN0593  HISTORY     - 20130901 GOOD             WIDT
 QN0593
 QN0593                          STATION DESCRIPTION
 QN0593
 QN0593'DESCRIBED BY WI HIGHWAY DEPT 1989
 QN0593'THE STATION IS LOCATED ABOUT 3.23 KM (2.00 MI) SOUTH OF U.S HIGHWAY 8,
 QN0593'23.09 KM (14.35 MI) WEST NORTHWEST OF TOMAHAWK, 18.90 KM (11.75 MI)
 QN0593'EAST OF PRENTICE.  OWNERSHIP--COUNTY ROAD R.O.W.
 QN0593'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 8 AND COUNTY ROAD YY,
 QN0593'AT THE LINCOLN AND PRICE COUNTY LINE, GO SOUTH FOR 1.6 KM (1.00 MI) ON
 QN0593'COUNTY ROAD YY TO THE STATION ON THE LEFT.
 QN0593'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 QN0593'STAMPED--CLIFFORD GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER
 QN0593'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 12.49 M
 QN0593'(41.0 FT) EAST OF THE CENTER-LINE OF COUNTY ROAD YY, 0.91 M (3.0 FT)
 QN0593'WEST OF A CARSONITE WITNESS POST, 0.46 M (1.5 FT) EAST OF A CEDAR
 QN0593'TREE, 144.78 M (475.0 FT) NORTH OF CENTRAL AVE., 128.62 M (422.0 FT)
 QN0593'SOUTH FROM THE ENTRANCE DRIVE TO A BLUE FRAME HOUSE ON THE EAST SIDE
 QN0593'OF COUNTY ROAD YY.
 QN0593
 QN0593                          STATION RECOVERY (1990)
 QN0593
 QN0593'RECOVERED 1990
 QN0593'RECOVERED IN GOOD CONDITION.
 QN0593
 QN0593                          STATION RECOVERY (1997)
 QN0593
 QN0593'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 QN0593'THE STATION IS LOCATED ABOUT 49.89 KM (31.00 MI) WEST-SOUTHWEST OF
 QN0593'RHINELANDER, 24.14 KM (15.00 MI) WEST-NORTHWEST OF TOMAHAWK, AND 2.41
 QN0593'KM (1.50 MI) SOUTH OF CLIFFORD ON THE EAST RIGHT-OF-WAY OF COUNTY
 QN0593'HIGHWAY YY.  OWNERSHIP--LINCOLN COUNTY.  TO REACH THE STATION FROM THE
 QN0593'JUNCTION OF US HIGHWAY 8 AND COUNTY HIGHWAY YY NEAR THE NORTHWEST
 QN0593'CORNER OF LINCOLN COUNTY, GO SOUTH 2.09 KM (1.30 MI) ON HIGHWAY YY TO
 QN0593'THE STATION ON THE LEFT.  ALTERNATELY, FROM THE JUNCTION OF STATE
 QN0593'HIGHWAY 86 AND HIGHWAY YY 24.18 KM (15.00 MI) WEST OF THE CITY OF
 QN0593'TOMAHAWK, GO NORTH 8.9 KM (5.55 MI) ON HIGHWAY YY TO THE STATION ON
 QN0593'THE RIGHT.  THE STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK
 QN0593'SET IN THE TOP OF A 40-CM (16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE
 QN0593'POST FLUSH WITH THE GROUND.  THE STATION IS 12.4 M (40.7 FT) EAST OF
 QN0593'THE CENTERLINE OF HIGHWAY YY, 128 M (419.9 FT) NORTH OF THE EXTENDED
 QN0593'CENTERLINE OF CENTRAL AVENUE, 87.3 M (286.4 FT) SOUTH OF THE SOUTH END
 QN0593'OF A 46-CM (18-INCH) DIAMETER CORRIGATED METAL CULVERT PIPE UNDER A
 QN0593'GRAVEL DRIVEWAY TO A GRAY HOUSE WITH A RED BARN, 29.0 M (95.1 FT) EAST
 QN0593'OF TELEPHONE PEDESTAL --TRPL 7300 11 LP 4--, 41.6 M (136.5 FT)
 QN0593'NORTHEAST OF A POWER POLE, 0.91 M (2.99 FT) WEST OF AN ORANGE
 QN0593'FIBERGLASS WITNESS POST, AND 0.91 M (2.99 FT) WEST OF A WHITE PLASTIC
 QN0593'WITNESS POST.
 QN0593
 QN0593                          STATION RECOVERY (2003)
 QN0593
 QN0593'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0593'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTH, 1 M
 QN0593'NORTH, AND 1 M EAST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.  NOTE--
 QN0593'THE DESCRIBED DRIVEWAY TO A GRAY HOUSE IS AT --N11616--.
 QN0593
 QN0593                          STATION RECOVERY (2006)
 QN0593
 QN0593'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 QN0593'RECOVERED IN GOOD CONDITION.
 QN0593
 QN0593                          STATION RECOVERY (2009)
 QN0593
 QN0593'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 QN0593'RECOVERED AS DESCRIBED.
 QN0593
 QN0593                          STATION RECOVERY (2010)
 QN0593
 QN0593'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 QN0593'RECOVERED AS DESCRIBED.
 QN0593
 QN0593                          STATION RECOVERY (2012)
 QN0593
 QN0593'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 QN0593'RECOVERED AS DESCRIBED.
 QN0593
 QN0593                          STATION RECOVERY (2013)
 QN0593
 QN0593'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 QN0593'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DM8378 ***********************************************************************
 DM8378  DESIGNATION -  CLIFFORD GPS AZ MK
 DM8378  PID         -  DM8378
 DM8378  STATE/COUNTY-  WI/PRICE
 DM8378  COUNTRY     -  US
 DM8378  USGS QUAD   -  BRANTWOOD (2018)
 DM8378
 DM8378                         *CURRENT SURVEY CONTROL
 DM8378  ______________________________________________________________________
 DM8378* NAD 83(1986) POSITION- 45 31 29.15   (N) 090 02 36.88   (W)   HD_HELD1
 DM8378* NAVD 88 ORTHO HEIGHT -   489.186 (meters)     1604.94  (feet) ADJUSTED
 DM8378  ______________________________________________________________________
 DM8378  GEOID HEIGHT    -        -30.991 (meters)                     GEOID18
 DM8378  DYNAMIC HEIGHT  -        489.163 (meters)     1604.86  (feet) COMP
 DM8378  MODELED GRAVITY -    980,552.3   (mgal)                       NAVD 88
 DM8378
 DM8378  VERT ORDER      -  SECOND    CLASS I
 DM8378
 DM8378.The horizontal coordinates were determined by differentially corrected
 DM8378.hand held GPS observations or other comparable positioning techniques
 DM8378.and have an estimated accuracy of +/- 3 meters.
 DM8378
 DM8378.The orthometric height was determined by differential leveling and
 DM8378.adjusted by the WI DEPT OF TRANSP
 DM8378.in May 2012.
 DM8378
 DM8378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8378.GEOID18 height accuracy estimate available here.
 DM8378
 DM8378.Click photographs - Photos may exist for this station.
 DM8378
 DM8378.The dynamic height is computed by dividing the NAVD 88
 DM8378.geopotential number by the normal gravity value computed on the
 DM8378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8378.degrees latitude (g = 980.6199 gals.).
 DM8378
 DM8378.The modeled gravity was interpolated from observed gravity values.
 DM8378
 DM8378;                    North         East    Units  Estimated Accuracy
 DM8378;SPC WI N     -    39,801.3     596,595.5     MT  (+/- 3 meters HH1 GPS) 
 DM8378
 DM8378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3087245499(NAD 83)
 DM8378
 DM8378                          SUPERSEDED SURVEY CONTROL
 DM8378
 DM8378.No superseded survey control is available for this station.
 DM8378
 DM8378_MARKER: DZ = AZIMUTH MARK DISK
 DM8378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8378_STAMPING: CLIFFORD GPS 1989
 DM8378_MARK LOGO: NGS
 DM8378_PROJECTION: FLUSH
 DM8378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8378+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2009
 DM8378
 DM8378  HISTORY     - Date     Condition        Report By
 DM8378  HISTORY     - 1989     MONUMENTED       WIHD
 DM8378  HISTORY     - 20090727 GOOD             WIDT
 DM8378
 DM8378                          STATION DESCRIPTION
 DM8378
 DM8378'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DM8378'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH COUNTY
 DM8378'HIGHWAY YY APPROXIMATELY 2.4 MI (3.9 KM) WEST OF THE COMMUNITY OF
 DM8378'TRIPOLI, GO SOUTH ON COUNTY HIGHWAY YY FOR 1.4 MI (2.3 KM) TO EAST
 DM8378'CENTRAL AVENUE RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY YY FOR 0.52 MI
 DM8378'(0.8 KM) TO THE STATION ON THE RIGHT.
 DM8378'
 DM8378'THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY AZIMUTH MARK DISK SET
 DM8378'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, LEVEL WITH THE
 DM8378'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.
 DM8378'
 DM8378'THE STATION IS 13.6 M (44.6 FT) WEST OF THE CENTERLINE OF COUNTY
 DM8378'HIGHWAY YY, 0.13 MI (0.2 KM) SOUTH OF PRIVATE ENTRANCE NUMBER 'N11338'
 DM8378'EXTENDED, 82.5 M (270.7 FT) NORTH OF THE CENTERLINE OF PRIVATE
 DM8378'ENTRANCE NUMBER 'N4067', 67.4 M (221.1 FT) SOUTH OF A YELLOW WOOD
 DM8378''RIGHT-OF-WAY' POST, 21.4 M (70.2 FT) SOUTH OF A POWER POLE AND IS 1 M
 DM8378'(3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DM8378'STATION.
 DM8378'
 DM8378'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 DM8378'QUADRANTS EXTENDING TO 40 DEGREES AND TREES TO THE SOUTH EXTENDING TO
 DM8378'30 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5268 ***********************************************************************
 DH5268  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5268  DESIGNATION -  CLIFTON C GPS
 DH5268  PID         -  DH5268
 DH5268  STATE/COUNTY-  WI/GRANT
 DH5268  COUNTRY     -  US
 DH5268  USGS QUAD   -  MONTFORT (2018)
 DH5268
 DH5268                         *CURRENT SURVEY CONTROL
 DH5268  ______________________________________________________________________
 DH5268* NAD 83(2011) POSITION- 42 54 21.74351(N) 090 29 38.83480(W)   ADJUSTED
 DH5268* NAD 83(2011) ELLIP HT-   299.902 (meters)        (06/27/12)   ADJUSTED
 DH5268* NAD 83(2011) EPOCH   -  2010.00
 DH5268* NAVD 88 ORTHO HEIGHT -   332.92  (meters)     1092.3   (feet) GPS OBS
 DH5268  ______________________________________________________________________
 DH5268  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5268  GEOID HEIGHT    -        -33.015 (meters)                     GEOID12A
 DH5268  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 DH5268  NAD 83(2011) X  -    -40,353.820 (meters)                     COMP
 DH5268  NAD 83(2011) Y  - -4,679,111.546 (meters)                     COMP
 DH5268  NAD 83(2011) Z  -  4,320,066.080 (meters)                     COMP
 DH5268  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 DH5268
 DH5268  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5268  Standards:
 DH5268         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5268            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5268  -------------------------------------------------------------------
 DH5268  NETWORK    0.20   0.31           0.09   0.07   0.16      0.03615785
 DH5268  -------------------------------------------------------------------
 DH5268  Click here for local accuracies and other accuracy information.
 DH5268
 DH5268.The horizontal coordinates were established by GPS observations
 DH5268.and adjusted by the National Geodetic Survey in June 2012.
 DH5268
 DH5268.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5268.been affixed to the stable North American tectonic plate. See 
 DH5268.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5268
 DH5268.The horizontal coordinates are valid at the epoch date displayed above
 DH5268.which is a decimal equivalence of Year/Month/Day.
 DH5268
 DH5268.The orthometric height was determined by GPS observations and a
 DH5268.high-resolution geoid model using precise GPS observation and
 DH5268.processing techniques.
 DH5268
 DH5268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5268.GEOID18 height accuracy estimate available here.
 DH5268
 DH5268.Click photographs - Photos may exist for this station.
 DH5268
 DH5268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5268
 DH5268.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5268
 DH5268.The ellipsoidal height was determined by GPS observations
 DH5268.and is referenced to NAD 83.
 DH5268
 DH5268. The following values were computed from the NAD 83(2011) position.
 DH5268
 DH5268;                    North         East     Units Scale Factor Converg.
 DH5268;SPC WI S     -   100,772.257   559,649.035   MT  0.99996966   -0 20 22.2
 DH5268;SPC WI S     -   330,616.98  1,836,115.21   sFT  0.99996966   -0 20 22.2
 DH5268;UTM  15      - 4,753,427.285   704,565.905   MT  1.00011484   +1 42 23.7
 DH5268
 DH5268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5268!SPC WI S     -   0.99995297  x   0.99996966  =   0.99992263
 DH5268!UTM  15      -   0.99995297  x   1.00011484  =   1.00006780
 DH5268
 DH5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0456553427(NAD 83)
 DH5268
 DH5268                          SUPERSEDED SURVEY CONTROL
 DH5268
 DH5268  NAD 83(2007)-  42 54 21.74357(N)    090 29 38.83569(W) AD(2002.00) 0
 DH5268  ELLIP H (02/10/07)  299.934  (m)                       GP(2002.00)    
 DH5268  NAD 83(1997)-  42 54 21.74340(N)    090 29 38.83606(W) AD(       ) 1
 DH5268  ELLIP H (08/01/05)  299.945  (m)                       GP(       ) 2 1
 DH5268  NAVD 88 (07/26/07)  332.91   (m)  GEOID03  model used  GPS OBS        
 DH5268
 DH5268.Superseded values are not recommended for survey control.
 DH5268
 DH5268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5268.See file dsdata.pdf to determine how the superseded data were derived.
 DH5268
 DH5268_MARKER: DD = SURVEY DISK
 DH5268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5268_STAMPING: CLIFTON C GPS 2004
 DH5268_MARK LOGO: WIDT
 DH5268_PROJECTION: FLUSH
 DH5268_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5268+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DH5268
 DH5268  HISTORY     - Date     Condition        Report By
 DH5268  HISTORY     - 2003     MONUMENTED       WIDT
 DH5268  HISTORY     - 20071009 GOOD             WIDT
 DH5268
 DH5268                          STATION DESCRIPTION
 DH5268
 DH5268'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5268'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5268'STATE HIGHWAY 80  WITH COUNTY HIGHWAY E IN THE VILLAGE OF LIVINGSTON,
 DH5268'GO WEST ON COUNTY HIGHWAY E FOR 2.6  MI TO OLD E ON THE LEFT, CONTINUE
 DH5268'WEST ON COUNTY HIGHWAY E FOR 0.8 MI TO THE STATION ON  THE LEFT.  THE
 DH5268'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5268'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5268'CONCRETE POST ABOUT 1 M  BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5268'9.1 M SOUTH OF THE CENTERLINE OF COUNTY  HIGHWAY E, 59 M SOUTHWEST OF
 DH5268'A POWER POLE, 55 M SOUTHEAST OF POWER POLE, 1 M NORTH OF  A CULTIVATED
 DH5268'FIELD, 1.0 M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 DH5268'EAST-SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M
 DH5268'WEST-SOUTHWEST OF AN  ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5268'STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES
 DH5268'ABOVE THE HORIZON.
 DH5268
 DH5268                          STATION RECOVERY (2007)
 DH5268
 DH5268'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5268'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.76 MILE EAST OF
 DH5268'COUNTY HIGHWAY D AND 0.08 MILE WEST OF PRIVATE ENTRANCE --1399--.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5267 ***********************************************************************
 DH5267  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5267  DESIGNATION -  CLIFTON E GPS
 DH5267  PID         -  DH5267
 DH5267  STATE/COUNTY-  WI/GRANT
 DH5267  COUNTRY     -  US
 DH5267  USGS QUAD   -  MONTFORT (2018)
 DH5267
 DH5267                         *CURRENT SURVEY CONTROL
 DH5267  ______________________________________________________________________
 DH5267* NAD 83(2011) POSITION- 42 55 45.04427(N) 090 25 52.77318(W)   ADJUSTED
 DH5267* NAD 83(2011) ELLIP HT-   312.346 (meters)        (06/27/12)   ADJUSTED
 DH5267* NAD 83(2011) EPOCH   -  2010.00
 DH5267* NAVD 88 ORTHO HEIGHT -   345.52  (meters)     1133.6   (feet) GPS OBS
 DH5267  ______________________________________________________________________
 DH5267  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5267  GEOID HEIGHT    -        -33.168 (meters)                     GEOID12A
 DH5267  GEOID HEIGHT    -        -33.167 (meters)                     GEOID18
 DH5267  NAD 83(2011) X  -    -35,212.486 (meters)                     COMP
 DH5267  NAD 83(2011) Y  - -4,677,411.637 (meters)                     COMP
 DH5267  NAD 83(2011) Z  -  4,321,957.144 (meters)                     COMP
 DH5267  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 DH5267
 DH5267  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5267  Standards:
 DH5267         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5267            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5267  -------------------------------------------------------------------
 DH5267  NETWORK    0.31   0.45           0.14   0.11   0.23      0.00941073
 DH5267  -------------------------------------------------------------------
 DH5267  Click here for local accuracies and other accuracy information.
 DH5267
 DH5267.The horizontal coordinates were established by GPS observations
 DH5267.and adjusted by the National Geodetic Survey in June 2012.
 DH5267
 DH5267.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5267.been affixed to the stable North American tectonic plate. See 
 DH5267.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5267
 DH5267.The horizontal coordinates are valid at the epoch date displayed above
 DH5267.which is a decimal equivalence of Year/Month/Day.
 DH5267
 DH5267.The orthometric height was determined by GPS observations and a
 DH5267.high-resolution geoid model using precise GPS observation and
 DH5267.processing techniques.
 DH5267
 DH5267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5267.GEOID18 height accuracy estimate available here.
 DH5267
 DH5267.Click photographs - Photos may exist for this station.
 DH5267
 DH5267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5267
 DH5267.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5267
 DH5267.The ellipsoidal height was determined by GPS observations
 DH5267.and is referenced to NAD 83.
 DH5267
 DH5267. The following values were computed from the NAD 83(2011) position.
 DH5267
 DH5267;                    North         East     Units Scale Factor Converg.
 DH5267;SPC WI S     -   103,314.233   564,790.248   MT  0.99996628   -0 17 46.9
 DH5267;SPC WI S     -   338,956.78  1,852,982.67   sFT  0.99996628   -0 17 46.9
 DH5267;UTM  15      - 4,756,151.654   709,613.879   MT  1.00014057   +1 45 00.5
 DH5267
 DH5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5267!SPC WI S     -   0.99995102  x   0.99996628  =   0.99991730
 DH5267!UTM  15      -   0.99995102  x   1.00014057  =   1.00009158
 DH5267
 DH5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0961356151(NAD 83)
 DH5267
 DH5267                          SUPERSEDED SURVEY CONTROL
 DH5267
 DH5267  NAD 83(2007)-  42 55 45.04433(N)    090 25 52.77408(W) AD(2002.00) 0
 DH5267  ELLIP H (02/10/07)  312.379  (m)                       GP(2002.00)    
 DH5267  NAD 83(1997)-  42 55 45.04416(N)    090 25 52.77446(W) AD(       ) 1
 DH5267  ELLIP H (08/01/05)  312.390  (m)                       GP(       ) 2 1
 DH5267  NAVD 88 (07/26/07)  345.51   (m)  GEOID03  model used  GPS OBS        
 DH5267
 DH5267.Superseded values are not recommended for survey control.
 DH5267
 DH5267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5267.See file dsdata.pdf to determine how the superseded data were derived.
 DH5267
 DH5267_MARKER: DD = SURVEY DISK
 DH5267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5267_STAMPING: CLIFTON E GPS 2004
 DH5267_MARK LOGO: WIDT
 DH5267_PROJECTION: FLUSH
 DH5267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5267+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DH5267
 DH5267  HISTORY     - Date     Condition        Report By
 DH5267  HISTORY     - 2003     MONUMENTED       WIDT
 DH5267  HISTORY     - 20071009 GOOD             WIDT
 DH5267
 DH5267                          STATION DESCRIPTION
 DH5267
 DH5267'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5267'OWNERSHIP--TOWN OF CLIFTON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5267'US HIGHWAY 18  WITH STATE HIGHWAY 80 SOUTH AND COUNTY HIGHWAY I IN THE
 DH5267'VILLAGE OF MONTFORT, GO SOUTH  ON STATE HIGHWAY 80 FOR 2.55 MI TO
 DH5267'HOPEWELL ROAD ON THE RIGHT, TURN RIGHT AND GO WEST  ON HOPEWELL ROAD
 DH5267'FOR 0.1 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH5267'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5267'DISK SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW
 DH5267'THE ROAD PAVEMENT.  THE  STATION IS 8.0 M SOUTH OF THE CENTERLINE OF
 DH5267'HOPEWELL ROAD, 4.2 M WEST-NORTHWEST OF A  TELEPHONE PEDESTAL, 3 M WEST
 DH5267'OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 2.8 M  EAST-NORTHEAST
 DH5267'OF A TELEPHONE PEDESTAL, 2.3 M NORTH OF A BARBED WIRE FENCE, 1.0 M
 DH5267'EAST  OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M WEST OF AN
 DH5267'ORANGE 4X4 PLASTIC WITNESS  POST.  ---NOTE---THIS STATION HAS NO
 DH5267'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE
 DH5267'HORIZON.
 DH5267
 DH5267                          STATION RECOVERY (2007)
 DH5267
 DH5267'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5312 ***********************************************************************
 DH5312  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5312  DESIGNATION -  CLIFTON N GPS
 DH5312  PID         -  DH5312
 DH5312  STATE/COUNTY-  WI/GRANT
 DH5312  COUNTRY     -  US
 DH5312  USGS QUAD   -  STITZER (2018)
 DH5312
 DH5312                         *CURRENT SURVEY CONTROL
 DH5312  ______________________________________________________________________
 DH5312* NAD 83(2011) POSITION- 42 56 39.77623(N) 090 30 16.83963(W)   ADJUSTED
 DH5312* NAD 83(2011) ELLIP HT-   303.873 (meters)        (06/27/12)   ADJUSTED
 DH5312* NAD 83(2011) EPOCH   -  2010.00
 DH5312* NAVD 88 ORTHO HEIGHT -   336.93  (meters)     1105.4   (feet) GPS OBS
 DH5312  ______________________________________________________________________
 DH5312  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5312  GEOID HEIGHT    -        -33.051 (meters)                     GEOID12A
 DH5312  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 DH5312  NAD 83(2011) X  -    -41,190.430 (meters)                     COMP
 DH5312  NAD 83(2011) Y  - -4,676,206.005 (meters)                     COMP
 DH5312  NAD 83(2011) Z  -  4,323,187.929 (meters)                     COMP
 DH5312  LAPLACE CORR    -         -4.75  (seconds)                    DEFLEC18
 DH5312
 DH5312  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5312  Standards:
 DH5312         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5312            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5312  -------------------------------------------------------------------
 DH5312  NETWORK    0.22   0.33           0.10   0.08   0.17      0.04485324
 DH5312  -------------------------------------------------------------------
 DH5312  Click here for local accuracies and other accuracy information.
 DH5312
 DH5312.The horizontal coordinates were established by GPS observations
 DH5312.and adjusted by the National Geodetic Survey in June 2012.
 DH5312
 DH5312.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5312.been affixed to the stable North American tectonic plate. See 
 DH5312.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5312
 DH5312.The horizontal coordinates are valid at the epoch date displayed above
 DH5312.which is a decimal equivalence of Year/Month/Day.
 DH5312
 DH5312.The orthometric height was determined by GPS observations and a
 DH5312.high-resolution geoid model using precise GPS observation and
 DH5312.processing techniques.
 DH5312
 DH5312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5312.GEOID18 height accuracy estimate available here.
 DH5312
 DH5312.Click photographs - Photos may exist for this station.
 DH5312
 DH5312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5312
 DH5312.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5312
 DH5312.The ellipsoidal height was determined by GPS observations
 DH5312.and is referenced to NAD 83.
 DH5312
 DH5312. The following values were computed from the NAD 83(2011) position.
 DH5312
 DH5312;                    North         East     Units Scale Factor Converg.
 DH5312;SPC WI S     -   105,036.710   558,812.725   MT  0.99996414   -0 20 48.4
 DH5312;SPC WI S     -   344,607.94  1,833,371.42   sFT  0.99996414   -0 20 48.4
 DH5312;UTM  15      - 4,757,659.764   703,577.681   MT  1.00010988   +1 42 02.2
 DH5312
 DH5312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5312!SPC WI S     -   0.99995235  x   0.99996414  =   0.99991649
 DH5312!UTM  15      -   0.99995235  x   1.00010988  =   1.00006222
 DH5312
 DH5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0357757659(NAD 83)
 DH5312
 DH5312                          SUPERSEDED SURVEY CONTROL
 DH5312
 DH5312  NAD 83(2007)-  42 56 39.77630(N)    090 30 16.84052(W) AD(2002.00) 0
 DH5312  ELLIP H (02/10/07)  303.904  (m)                       GP(2002.00)    
 DH5312  NAD 83(1997)-  42 56 39.77612(N)    090 30 16.84091(W) AD(       ) 1
 DH5312  ELLIP H (08/01/05)  303.916  (m)                       GP(       ) 2 1
 DH5312  NAVD 88 (07/26/07)  336.92   (m)  GEOID03  model used  GPS OBS        
 DH5312
 DH5312.Superseded values are not recommended for survey control.
 DH5312
 DH5312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5312.See file dsdata.pdf to determine how the superseded data were derived.
 DH5312
 DH5312_MARKER: DD = SURVEY DISK
 DH5312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5312_STAMPING: CLIFTON N GPS 2004
 DH5312_MARK LOGO: WIDT
 DH5312_PROJECTION: FLUSH
 DH5312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5312+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 DH5312
 DH5312  HISTORY     - Date     Condition        Report By
 DH5312  HISTORY     - 2003     MONUMENTED       WIDT
 DH5312  HISTORY     - 20071009 GOOD             WIDT
 DH5312  HISTORY     - 20080522 GOOD             NGS
 DH5312
 DH5312                          STATION DESCRIPTION
 DH5312
 DH5312'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5312'OWNERSHIP--TOWNSHIP OF CLIFTON.  TO REACH THE STATION FROM THE
 DH5312'JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 80 IN THE VILLAGE OF
 DH5312'MONTFORT, GO SOUTH  ON STATE HIGHWAY 80 FOR 1.0 MI TO COUNTY HIGHWAY B
 DH5312'ON THE LEFT AND EBENEZER ROAD ON  THE RIGHT, TURN RIGHT AND GO WEST ON
 DH5312'EBENEZER ROAD FOR 3.8 MI TO HOPEWELL ROAD ON THE  LEFT, TURN LEFT AND
 DH5312'GO SOUTH ON HOPEWELL ROAD FOR 0.5 MI TO TOWNLINE ROAD ON THE  RIGHT,
 DH5312'TURN RIGHT AND GO WEST ON TOWNLINE ROAD FOR 0.1 MI TO THE STATION ON
 DH5312'THE LEFT.   THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5312'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5312'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.
 DH5312'THE STATION IS 7.8 M SOUTH OF THE CENTERLINE OF TOWNLINE  ROAD, 132 M
 DH5312'EAST OF A METAL POST FOR A --STOP AHEAD-- SIGN, 2 M NORTH OF A
 DH5312'CULTIVATED FIELD,  1.0 M NORTH OF AN ORANGE 4X4  PLASTIC WITNESS POST,
 DH5312'1.0 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M
 DH5312'SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5312'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5312'ABOVE THE HORIZON.
 DH5312
 DH5312                          STATION RECOVERY (2007)
 DH5312
 DH5312'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5312'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1.0 M EAST AND 1.0
 DH5312'M WEST OF TWO WHITE PLASTIC WITNESS POSTS. ---NOTE--- THE ORANGE 4X4
 DH5312'PLASTIC POSTS DESCRIBED IN 2003 HAVE BEEN DESTROYED.
 DH5312
 DH5312                          STATION RECOVERY (2008)
 DH5312
 DH5312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JTE)
 DH5312'THREE BROKEN ORANGE GUARD POSTS WERE REPLACED. THE STATION IS 162
 DH5312'METERS WEST OF STOP SIGN AT THE INTERSECTION OF TOWNLINE ROAD AND
 DH5312'HOPEWELL ROAD.  THE STATION IS 1.0 M NORTH, 1.0 M SOUTHWEST, AND 1.0 M
 DH5312'SOUTHEAST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4133 ***********************************************************************
 DL4133  DESIGNATION -  CLIFTON N GPS
 DL4133  PID         -  DL4133
 DL4133  STATE/COUNTY-  WI/PIERCE
 DL4133  COUNTRY     -  US
 DL4133  USGS QUAD   -  RIVER FALLS WEST (2018)
 DL4133
 DL4133                         *CURRENT SURVEY CONTROL
 DL4133  ______________________________________________________________________
 DL4133* NAD 83(2011) POSITION- 44 51 41.05870(N) 092 41 28.06994(W)   ADJUSTED
 DL4133* NAD 83(2011) ELLIP HT-   297.273 (meters)        (04/15/13)   ADJUSTED
 DL4133* NAD 83(2011) EPOCH   -  2010.00
 DL4133* NAVD 88 ORTHO HEIGHT -   326.807 (meters)     1072.20  (feet) ADJUSTED
 DL4133  ______________________________________________________________________
 DL4133  GEOID HEIGHT    -        -29.531 (meters)                     GEOID18
 DL4133  NAD 83(2011) X  -   -212,629.740 (meters)                     COMP
 DL4133  NAD 83(2011) Y  - -4,523,684.906 (meters)                     COMP
 DL4133  NAD 83(2011) Z  -  4,476,654.013 (meters)                     COMP
 DL4133  LAPLACE CORR    -        -14.22  (seconds)                    DEFLEC18
 DL4133  DYNAMIC HEIGHT  -        326.768 (meters)     1072.07  (feet) COMP
 DL4133  MODELED GRAVITY -    980,487.8   (mgal)                       NAVD 88
 DL4133
 DL4133  VERT ORDER      -  SECOND    CLASS I
 DL4133
 DL4133  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4133  Standards:
 DL4133         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4133            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4133  -------------------------------------------------------------------
 DL4133  NETWORK    0.40   0.59           0.18   0.14   0.30     -0.03254695
 DL4133  -------------------------------------------------------------------
 DL4133  Click here for local accuracies and other accuracy information.
 DL4133
 DL4133.The horizontal coordinates were established by GPS observations
 DL4133.and adjusted by the National Geodetic Survey in April 2013.
 DL4133
 DL4133.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4133.been affixed to the stable North American tectonic plate. See 
 DL4133.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4133
 DL4133.The horizontal coordinates are valid at the epoch date displayed above
 DL4133.which is a decimal equivalence of Year/Month/Day.
 DL4133
 DL4133.The orthometric height was determined by differential leveling and
 DL4133.adjusted by the WI DEPT OF TRANSP
 DL4133.in May 2012.
 DL4133
 DL4133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4133.GEOID18 height accuracy estimate available here.
 DL4133
 DL4133.Click photographs - Photos may exist for this station.
 DL4133
 DL4133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4133
 DL4133.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4133
 DL4133.The ellipsoidal height was determined by GPS observations
 DL4133.and is referenced to NAD 83.
 DL4133
 DL4133.The dynamic height is computed by dividing the NAVD 88
 DL4133.geopotential number by the normal gravity value computed on the
 DL4133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4133.degrees latitude (g = 980.6199 gals.).
 DL4133
 DL4133.The modeled gravity was interpolated from observed gravity values.
 DL4133
 DL4133. The following values were computed from the NAD 83(2011) position.
 DL4133
 DL4133;                    North         East     Units Scale Factor Converg.
 DL4133;SPC WI C     -   117,761.824   387,353.490   MT  0.99994074   -1 53 55.7
 DL4133;SPC WI C     -   386,356.92  1,270,842.24   sFT  0.99994074   -1 53 55.7
 DL4133;UTM  15      - 4,967,600.858   524,402.255   MT  0.99960732   +0 13 04.4
 DL4133
 DL4133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4133!SPC WI C     -   0.99995339  x   0.99994074  =   0.99989414
 DL4133!UTM  15      -   0.99995339  x   0.99960732  =   0.99956073
 DL4133
 DL4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2440267600(NAD 83)
 DL4133
 DL4133                          SUPERSEDED SURVEY CONTROL
 DL4133
 DL4133  NAD 83(2007)-  44 51 41.05872(N)    092 41 28.07065(W) AD(2002.00) 1
 DL4133  ELLIP H (04/06/12)  297.302  (m)                       GP(2002.00) 1 1
 DL4133  NAVD 88             326.81   (m)         1072.2    (f) LEVELING    3  
 DL4133
 DL4133.Superseded values are not recommended for survey control.
 DL4133
 DL4133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4133.See file dsdata.pdf to determine how the superseded data were derived.
 DL4133
 DL4133_MARKER: DD = SURVEY DISK
 DL4133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4133_STAMPING: CLIFTON N GPS 2005
 DL4133_MARK LOGO: WIDT
 DL4133_PROJECTION: FLUSH
 DL4133_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4133+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DL4133
 DL4133  HISTORY     - Date     Condition        Report By
 DL4133  HISTORY     - 2004     MONUMENTED       WIDT
 DL4133  HISTORY     - 20070917 GOOD             WIDT
 DL4133  HISTORY     - 20120814 GOOD             WIDT
 DL4133  HISTORY     - 20160808 GOOD             WIDT
 DL4133
 DL4133                          STATION DESCRIPTION
 DL4133
 DL4133'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4133'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH OF NORTHLINE, 8.5
 DL4133'MI (13.7 KM) SOUTH-SOUTHEAST OF HUDSON AND 3.3 MI (5.3 KM) WEST OF
 DL4133'RIVER FALLS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4133'
 DL4133'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DL4133'HIGHWAY M ABOUT 5 MI (8.0 KM) WEST OF THE CITY OF RIVER FALLS, GO EAST
 DL4133'ON COUNTY HIGHWAY M FOR 1.0 MI (1.6 KM) TO CARLSON LANE ON THE LEFT,
 DL4133'CONTINUE EAST ON COUNTY HIGHWAY M FOR 0.95 MI (1.5 KM) TO THE STATION
 DL4133'ON THE RIGHT.
 DL4133'
 DL4133'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4133'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4133'INCH) DIAMETER CONCRETE POST ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY
 DL4133'PAVEMENT, 22.5 M (73.8 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DL4133'M, 19 M (62.3 FT) WEST OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE
 DL4133'NUMBER 557, 2 M (6.6 FT) NORTH OF AN AGRICULTURAL FIELD, AND 1.0 M
 DL4133'(3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DL4133'WITNESS POST.
 DL4133'
 DL4133'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4133'DEGREES ABOVE THE HORIZON.
 DL4133
 DL4133                          STATION RECOVERY (2012)
 DL4133
 DL4133'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4133'RECOVERED AS DESCRIBED---NOTE---OBSTRUCTION ALONG THE NORTHERN HORIZON
 DL4133'UP TO 20  ON THE HORIZON.
 DL4133
 DL4133                          STATION RECOVERY (2016)
 DL4133
 DL4133'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL4133'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0912 ***********************************************************************
 NJ0912  DESIGNATION -  CLIFTON RESET
 NJ0912  PID         -  NJ0912
 NJ0912  STATE/COUNTY-  WI/GRANT
 NJ0912  COUNTRY     -  US
 NJ0912  USGS QUAD   -  STITZER (2018)
 NJ0912
 NJ0912                         *CURRENT SURVEY CONTROL
 NJ0912  ______________________________________________________________________
 NJ0912* NAD 83(1996) POSITION- 42 52 36.06181(N) 090 30 23.91964(W)   ADJUSTED
 NJ0912* NAVD 88 ORTHO HEIGHT -   344.    (meters)     1129.    (feet) SCALED
 NJ0912  ______________________________________________________________________
 NJ0912  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 NJ0912  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 NJ0912  HORZ ORDER      -  SECOND
 NJ0912
 NJ0912.The horizontal coordinates were established by classical geodetic methods
 NJ0912.and adjusted by the National Geodetic Survey in March 1999.
 NJ0912
 NJ0912.The orthometric height was scaled from a topographic map.
 NJ0912
 NJ0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0912.GEOID18 height accuracy estimate available here.
 NJ0912
 NJ0912.Click photographs - Photos may exist for this station.
 NJ0912
 NJ0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 NJ0912
 NJ0912. The following values were computed from the NAD 83(1996) position.
 NJ0912
 NJ0912;                    North         East     Units Scale Factor Converg.
 NJ0912;SPC WI S     -    97,517.366   558,606.532   MT  0.99997418   -0 20 53.2
 NJ0912;SPC WI S     -   319,938.22  1,832,694.93   sFT  0.99997418   -0 20 53.2
 NJ0912;UTM  15      - 4,750,136.793   703,640.124   MT  1.00011020   +1 41 49.6
 NJ0912
 NJ0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0912!SPC WI S     -   0.99995124  x   0.99997418  =   0.99992542
 NJ0912!UTM  15      -   0.99995124  x   1.00011020  =   1.00006143
 NJ0912
 NJ0912:                Primary Azimuth Mark                     Grid Az
 NJ0912:SPC WI S     -  CLIFTON AZ MK                            184 22 26.7
 NJ0912:UTM  15      -  CLIFTON AZ MK                            182 19 43.9
 NJ0912
 NJ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0364050136(NAD 83)
 NJ0912
 NJ0912|---------------------------------------------------------------------|
 NJ0912| PID    Reference Object                     Distance      Geod. Az  |
 NJ0912|                                                           dddmmss.s |
 NJ0912| CI8385 CLIFTON RM 1                         25.281 METERS 11914     |
 NJ0912| NJ0872 PLATTEVILLE WATER WORKS TANK        APPROX.15.7 KM 1722034.3 |
 NJ0912| CI8384 CLIFTON AZ MK                                      1840133.5 |
 NJ0912| CI8387 CLIFTON RM 3                         21.982 METERS 20209     |
 NJ0912| NJ0923 FENNIMORE ST PETER LUTH CH          APPROX.17.1 KM 3133945.7 |
 NJ0912| CI8386 CLIFTON RM 2                         22.811 METERS 33933     |
 NJ0912|---------------------------------------------------------------------|
 NJ0912
 NJ0912                          SUPERSEDED SURVEY CONTROL
 NJ0912
 NJ0912  NAD 83(1991)-  42 52 36.05887(N)    090 30 23.91919(W) AD(       ) 2
 NJ0912  NAD 83(1986)-  42 52 36.05536(N)    090 30 23.92225(W) AD(       ) 2
 NJ0912  NAD 27      -  42 52 36.09090(N)    090 30 23.46610(W) AD(       ) 2
 NJ0912
 NJ0912.Superseded values are not recommended for survey control.
 NJ0912
 NJ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0912.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0912
 NJ0912_MARKER: DS = TRIANGULATION STATION DISK
 NJ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0912_STAMPING: CLIFTON 1958
 NJ0912_MARK LOGO: CGS
 NJ0912_PROJECTION: RECESSED 30 CENTIMETERS
 NJ0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0912+STABILITY: SURFACE MOTION
 NJ0912
 NJ0912  HISTORY     - Date     Condition        Report By
 NJ0912  HISTORY     - 1958     MONUMENTED       CGS
 NJ0912  HISTORY     - 1961     GOOD             CGS
 NJ0912  HISTORY     - 1962     MARK NOT FOUND   USGS
 NJ0912  HISTORY     - 19980917 MARK NOT FOUND   USPSQD
 NJ0912
 NJ0912                          STATION DESCRIPTION
 NJ0912
 NJ0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0912'THE STATION IS ABOUT 4 MILES SOUTHWEST OF LIVINGSTON IN THE
 NJ0912'WEST SIDE OF SECTION 28, T-5-N, R-1-W ON THE PROPERTY OF MR.
 NJ0912'CHARLES NODOLF.  IT IS 70 FEET NORTHEAST OF THE INTERSECTION
 NJ0912'OF COUNTY ROAD D AND A GRAVELED ROAD, 58 FEET EAST OF THE
 NJ0912'CENTERLINE OF COUNTY ROAD D, 40 FEET NORTH OF A WIRE FENCE,
 NJ0912'27 FEET EAST OF A WIRE FENCE, AND 26 FEET EAST OF A WHITE
 NJ0912'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0912'CLIFTON 1958.
 NJ0912'
 NJ0912'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80
 NJ0912'AND COUNTY ROAD E IN THE EAST EDGE OF LIVINGSTON, GO WEST ON
 NJ0912'COUNTY ROAD E FOR 4.0 MILES TO THE JUNCTION OF COUNTY ROAD D.
 NJ0912'TURN LEFT AND GO SOUTH ON ROAD D FOR 2.25 MILES TO THE STATION
 NJ0912'ON THE LEFT.
 NJ0912'
 NJ0912'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 NJ0912'ROAD D FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 NJ0912'
 NJ0912'REFERENCE MARK 1 IS 99 FEET EAST OF A FENCE CORNER, 37 FEET
 NJ0912'WEST OF A 4 INCH WALNUT TREE, AND 1 FOOT NORTH OF A WIRE FENCE.
 NJ0912'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLIFTON NO 1 1958.
 NJ0912'
 NJ0912'REFERENCE MARK 2 IS 32 FEET NORTH OF A TELEPHONE POLE, 18 FEET
 NJ0912'EAST OF THE CENTERLINE OF COUNTY ROAD D, 5 FEET WEST OF A
 NJ0912'12 INCH HICKORY TREE, AND 6 INCHES EAST OF A WIRE FENCE.  THE
 NJ0912'MONUMENT IS FLUSH AND THE DISK IS STAMPED CLIFTON NO 2 1958.
 NJ0912'
 NJ0912'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF COUNTY
 NJ0912'ROAD D, 3 FEET NORTHEAST OF A NORTH GATE POST, 1 FOOT EAST
 NJ0912'OF A WIRE FENCE, AND 2 FEET NORTH OF A WHITE WITNESS POST.
 NJ0912'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CLIFTON
 NJ0912'1958.
 NJ0912'
 NJ0912'NO MEASUREMENT WAS MADE BETWEEN MARKS BECAUSE OF LARGE BUSHES
 NJ0912'ON LINE.
 NJ0912'
 NJ0912'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NJ0912
 NJ0912                          STATION RECOVERY (1961)
 NJ0912
 NJ0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 NJ0912'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NJ0912'FOUND IN GOOD CONDITION.  THE WOODED AREA AROUND THE STATION
 NJ0912'MARK AND REFERENCE MARK NO. 1 HAVE CLEARED OF TREES AND IS
 NJ0912'UNDER CULTIVATION.  THE LANDOWNER, MR. CHARLES NODOLF, REQUESTED
 NJ0912'THE MARKS BE MOVED.  THE SURFACE AND UNDERGROUND STATION MARKS
 NJ0912'WERE LOWERED ABOUT 14 INCHES AND REFERENCE MARK NO. 1 WAS
 NJ0912'MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 NJ0912'
 NJ0912'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LIVINGSTON AND
 NJ0912'9 MILES NORTH-NORTHWEST OF PLATTEVILLE ON THE WEST SIDE OF
 NJ0912'SECTION 28, T 5 N., R 1 W. ON LAND OWNED BY MR. CHARLES NODOLF,
 NJ0912'70 FEET NORTHEAST OF THE INTERSECTION OF COUNTY ROAD D AND A
 NJ0912'GRAVEL ROAD WEST, 58 FEET EAST OF THE CENTER OF COUNTY ROAD D,
 NJ0912'37 FEET NORTHEAST OF THE NORTH GATE POST FOR WIRE GATE, 27 FEET
 NJ0912'EAST OF A NORTH-SOUTH FENCE, AND 26 FEET EAST OF A WHITE
 NJ0912'WITNESS POST.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE
 NJ0912'GROUND AND THE DISK IS STAMPED CLIFTON 1958.
 NJ0912'
 NJ0912'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80
 NJ0912'AND COUNTY ROAD E IN THE EAST EDGE OF LIVINGSTON, GO WEST ON
 NJ0912'COUNTY ROAD E FOR 4.0 MILES TO THE JUNCTION OF COUNTY ROAD D.
 NJ0912'TURN LEFT AND GO SOUTH ON COUNTY ROAD D FOR 2.25 MILES TO A GRAVEL
 NJ0912'ROAD RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 NJ0912'
 NJ0912'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 32 FEET
 NJ0912'NORTH OF A TELEPHONE POLE, 18 FEET EAST OF THE CENTER OF
 NJ0912'COUNTY ROAD D, AND 6 INCHES EAST OF A WIRE FENCE.  THE MARK IS
 NJ0912'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 NJ0912'CLIFTON NO 2 1958.
 NJ0912'
 NJ0912'REFERENCE MARK NO. 3 IS SOUTH-SOUTHWEST OF THE STATION, 32 FEET
 NJ0912'EAST OF THE CENTER OF COUNTY ROAD D, 28 FEET SOUTH OF THE SOUTH
 NJ0912'GATE POST FOR WIRE GATE, 10 FEET SOUTHEAST OF TELEPHONE POLE,
 NJ0912'AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 NJ0912'DISK IS STAMPED CLIFTON NO 3 1958.
 NJ0912'
 NJ0912'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 34 FEET WEST
 NJ0912'OF THE CENTER OF COUNTY ROAD D, 3 FEET NORTHEAST OF NORTH
 NJ0912'GATE POST, 1 FOOT EAST OF A WIRE FENCE, AND 2 FEET NORTH OF A
 NJ0912'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 NJ0912'IS STAMPED CLIFTON 1958.
 NJ0912'
 NJ0912'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.25
 NJ0912'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NJ0912'
 NJ0912'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0912
 NJ0912                          STATION RECOVERY (1962)
 NJ0912
 NJ0912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NJ0912'TRIANGULATION STATION NOT FOUND, SOME CLEARING OF TIMBER IN
 NJ0912'THIS AREA.  FENCES HAVE BEEN CHANGED AND NOW PLOUGHING INDICATES
 NJ0912'POSSIBLE DESTRUCTION OF STATION.
 NJ0912
 NJ0912                          STATION RECOVERY (1998)
 NJ0912
 NJ0912'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0912'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4240 ***********************************************************************
 DL4240  DESIGNATION -  CLIFTON S GPS
 DL4240  PID         -  DL4240
 DL4240  STATE/COUNTY-  WI/PIERCE
 DL4240  COUNTRY     -  US
 DL4240  USGS QUAD   -  PRESCOTT (2019)
 DL4240
 DL4240                         *CURRENT SURVEY CONTROL
 DL4240  ______________________________________________________________________
 DL4240* NAD 83(2011) POSITION- 44 46 56.66373(N) 092 46 22.85019(W)   ADJUSTED
 DL4240* NAD 83(2011) ELLIP HT-   240.177 (meters)        (04/15/13)   ADJUSTED
 DL4240* NAD 83(2011) EPOCH   -  2010.00
 DL4240* NAVD 88 ORTHO HEIGHT -   269.506 (meters)      884.20  (feet) ADJUSTED
 DL4240  ______________________________________________________________________
 DL4240  GEOID HEIGHT    -        -29.324 (meters)                     GEOID18
 DL4240  NAD 83(2011) X  -   -219,391.919 (meters)                     COMP
 DL4240  NAD 83(2011) Y  - -4,529,517.324 (meters)                     COMP
 DL4240  NAD 83(2011) Z  -  4,470,386.561 (meters)                     COMP
 DL4240  LAPLACE CORR    -        -13.02  (seconds)                    DEFLEC18
 DL4240  DYNAMIC HEIGHT  -        269.474 (meters)      884.10  (feet) COMP
 DL4240  MODELED GRAVITY -    980,493.7   (mgal)                       NAVD 88
 DL4240
 DL4240  VERT ORDER      -  SECOND    CLASS I
 DL4240
 DL4240  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4240  Standards:
 DL4240         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4240            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4240  -------------------------------------------------------------------
 DL4240  NETWORK    0.47   0.88           0.21   0.17   0.45     -0.00204583
 DL4240  -------------------------------------------------------------------
 DL4240  Click here for local accuracies and other accuracy information.
 DL4240
 DL4240.The horizontal coordinates were established by GPS observations
 DL4240.and adjusted by the National Geodetic Survey in April 2013.
 DL4240
 DL4240.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4240.been affixed to the stable North American tectonic plate. See 
 DL4240.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4240
 DL4240.The horizontal coordinates are valid at the epoch date displayed above
 DL4240.which is a decimal equivalence of Year/Month/Day.
 DL4240
 DL4240.The orthometric height was determined by differential leveling and
 DL4240.adjusted by the WI DEPT OF TRANSP
 DL4240.in May 2012.
 DL4240
 DL4240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4240.GEOID18 height accuracy estimate available here.
 DL4240
 DL4240.Click photographs - Photos may exist for this station.
 DL4240
 DL4240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4240
 DL4240.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4240
 DL4240.The ellipsoidal height was determined by GPS observations
 DL4240.and is referenced to NAD 83.
 DL4240
 DL4240.The dynamic height is computed by dividing the NAVD 88
 DL4240.geopotential number by the normal gravity value computed on the
 DL4240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4240.degrees latitude (g = 980.6199 gals.).
 DL4240
 DL4240.The modeled gravity was interpolated from observed gravity values.
 DL4240
 DL4240. The following values were computed from the NAD 83(2011) position.
 DL4240
 DL4240;                    North         East     Units Scale Factor Converg.
 DL4240;SPC WI C     -   109,206.164   380,586.029   MT  0.99994204   -1 57 23.7
 DL4240;SPC WI C     -   358,287.22  1,248,639.33   sFT  0.99994204   -1 57 23.7
 DL4240;UTM  15      - 4,958,804.050   517,957.557   MT  0.99960397   +0 09 35.6
 DL4240
 DL4240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4240!SPC WI C     -   0.99996234  x   0.99994204  =   0.99990439
 DL4240!UTM  15      -   0.99996234  x   0.99960397  =   0.99956633
 DL4240
 DL4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1795758804(NAD 83)
 DL4240
 DL4240                          SUPERSEDED SURVEY CONTROL
 DL4240
 DL4240  NAD 83(2007)-  44 46 56.66362(N)    092 46 22.85086(W) AD(2002.00) 1
 DL4240  ELLIP H (04/06/12)  240.195  (m)                       GP(2002.00) 1 1
 DL4240  NAVD 88             269.50   (m)          884.2    (f) LEVELING    3  
 DL4240
 DL4240.Superseded values are not recommended for survey control.
 DL4240
 DL4240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4240.See file dsdata.pdf to determine how the superseded data were derived.
 DL4240
 DL4240_MARKER: DD = SURVEY DISK
 DL4240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4240_STAMPING: CLIFTON S GPS 2005
 DL4240_MARK LOGO: WIDT
 DL4240_PROJECTION: FLUSH
 DL4240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4240+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DL4240
 DL4240  HISTORY     - Date     Condition        Report By
 DL4240  HISTORY     - 2004     MONUMENTED       WIDT
 DL4240  HISTORY     - 20070905 GOOD             WIDT
 DL4240  HISTORY     - 20151007 GOOD             WIDT
 DL4240  HISTORY     - 20160808 GOOD             WIDT
 DL4240
 DL4240                          STATION DESCRIPTION
 DL4240
 DL4240'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4240'THE STATION IS LOCATED ABOUT 13.3 MI (21.4 KM) SOUTH OF HUDSON, 11.5
 DL4240'MI (18.5 KM) NORTHWEST OF DIAMOND BLUFF AND 9.1 MI (14.6 KM) SOUTHWEST
 DL4240'OF RIVER FALLS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4240'
 DL4240'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND STATE
 DL4240'HIGHWAY 35 WITH COUNTY HIGHWAY F ABOUT 2 MI (3.2 KM) NORTHEAST OF THE
 DL4240'CITY OF PRESCOTT, GO NORTHEAST ON COUNTY HIGHWAY F FOR 0.5 MI (0.8 KM)
 DL4240'TO THE STATION ON THE LEFT.
 DL4240'
 DL4240'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4240'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4240'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT,
 DL4240'11.4 M (37.4 FT) NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY F, 85 M
 DL4240'(278.9 FT) EAST-SOUTHEAST OF PRIVATE ENTRANCE NUMBER N6691 AND N6697,
 DL4240'54.0 M (177.2 FT) NORTHEAST OF TELEPHONE PEDESTAL NUMBER 1000 07, 48.8
 DL4240'M (160.1 FT) WEST-SOUTHWEST OF A POWER POLE AND 1.0 M (3.3 FT) SOUTH,
 DL4240'EAST AND NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DL4240'
 DL4240'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4240'DEGREES ABOVE THE HORIZON.
 DL4240
 DL4240                          STATION RECOVERY (2015)
 DL4240
 DL4240'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL4240'RECOVERED AS DESCRIBED.
 DL4240
 DL4240                          STATION RECOVERY (2016)
 DL4240
 DL4240'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL4240'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH4975 ***********************************************************************
 DH4975  DESIGNATION -  CLIFTON SW
 DH4975  PID         -  DH4975
 DH4975  STATE/COUNTY-  WI/MONROE
 DH4975  COUNTRY     -  US
 DH4975  USGS QUAD   -  KENDALL WEST (2018)
 DH4975
 DH4975                         *CURRENT SURVEY CONTROL
 DH4975  ______________________________________________________________________
 DH4975* NAD 83(2011) POSITION- 43 49 12.54725(N) 090 25 36.65293(W)   ADJUSTED
 DH4975* NAD 83(2011) ELLIP HT-   392.153 (meters)        (06/27/12)   ADJUSTED
 DH4975* NAD 83(2011) EPOCH   -  2010.00
 DH4975* NAVD 88 ORTHO HEIGHT -   426.252 (meters)     1398.46  (feet) ADJUSTED
 DH4975  ______________________________________________________________________
 DH4975  GEOID HEIGHT    -        -34.097 (meters)                     GEOID18
 DH4975  NAD 83(2011) X  -    -34,340.893 (meters)                     COMP
 DH4975  NAD 83(2011) Y  - -4,609,490.155 (meters)                     COMP
 DH4975  NAD 83(2011) Z  -  4,393,966.810 (meters)                     COMP
 DH4975  LAPLACE CORR    -         -7.10  (seconds)                    DEFLEC18
 DH4975  DYNAMIC HEIGHT  -        426.156 (meters)     1398.15  (feet) COMP
 DH4975  MODELED GRAVITY -    980,380.8   (mgal)                       NAVD 88
 DH4975
 DH4975  VERT ORDER      -  SECOND    CLASS I
 DH4975
 DH4975  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4975  Standards:
 DH4975         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4975            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4975  -------------------------------------------------------------------
 DH4975  NETWORK    0.22   0.35           0.10   0.08   0.18      0.08097680
 DH4975  -------------------------------------------------------------------
 DH4975  Click here for local accuracies and other accuracy information.
 DH4975
 DH4975.The horizontal coordinates were established by GPS observations
 DH4975.and adjusted by the National Geodetic Survey in June 2012.
 DH4975
 DH4975.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4975.been affixed to the stable North American tectonic plate. See 
 DH4975.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4975
 DH4975.The horizontal coordinates are valid at the epoch date displayed above
 DH4975.which is a decimal equivalence of Year/Month/Day.
 DH4975
 DH4975.The orthometric height was determined by differential leveling and
 DH4975.adjusted by the WI DEPT OF TRANSP
 DH4975.in May 2012.
 DH4975
 DH4975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4975.GEOID18 height accuracy estimate available here.
 DH4975
 DH4975.Click photographs - Photos may exist for this station.
 DH4975
 DH4975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4975
 DH4975.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4975
 DH4975.The ellipsoidal height was determined by GPS observations
 DH4975.and is referenced to NAD 83.
 DH4975
 DH4975.The dynamic height is computed by dividing the NAVD 88
 DH4975.geopotential number by the normal gravity value computed on the
 DH4975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4975.degrees latitude (g = 980.6199 gals.).
 DH4975
 DH4975.The modeled gravity was interpolated from observed gravity values.
 DH4975
 DH4975. The following values were computed from the NAD 83(2011) position.
 DH4975
 DH4975;                    North         East     Units Scale Factor Converg.
 DH4975;SPC WI S     -   202,292.525   565,662.447   MT  0.99995924   -0 17 35.8
 DH4975;SPC WI S     -   663,688.06  1,855,844.21   sFT  0.99995924   -0 17 35.8
 DH4975;UTM  15      - 4,855,116.174   706,925.289   MT  1.00012668   +1 46 56.2
 DH4975
 DH4975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4975!SPC WI S     -   0.99993851  x   0.99995924  =   0.99989775
 DH4975!UTM  15      -   0.99993851  x   1.00012668  =   1.00006518
 DH4975
 DH4975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0692555116(NAD 83)
 DH4975
 DH4975                          SUPERSEDED SURVEY CONTROL
 DH4975
 DH4975  NAD 83(2007)-  43 49 12.54726(N)    090 25 36.65376(W) AD(2002.00) 0
 DH4975  ELLIP H (02/10/07)  392.186  (m)                       GP(2002.00)    
 DH4975  NAD 83(1997)-  43 49 12.54726(N)    090 25 36.65419(W) AD(       ) B
 DH4975  ELLIP H (08/01/05)  392.190  (m)                       GP(       ) 4 1
 DH4975  NAVD 88             426.24   (m)         1398.4    (f) LEVELING    3  
 DH4975  NAVD 88 (04/20/07)  426.244  (m)         1398.44   (f) SUPERSEDED  2 1
 DH4975
 DH4975.Superseded values are not recommended for survey control.
 DH4975
 DH4975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4975.See file dsdata.pdf to determine how the superseded data were derived.
 DH4975
 DH4975_MARKER: DD = SURVEY DISK
 DH4975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4975_STAMPING: CLIFTON SW 1993
 DH4975_MARK LOGO: WI-081
 DH4975_PROJECTION: FLUSH
 DH4975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4975+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DH4975
 DH4975  HISTORY     - Date     Condition        Report By
 DH4975  HISTORY     - 1993     MONUMENTED       WI-081
 DH4975  HISTORY     - 20030305 GOOD             WIDT
 DH4975  HISTORY     - 20040816 GOOD             WIDT
 DH4975  HISTORY     - 20051228 GOOD             WIDT
 DH4975  HISTORY     - 20100913 GOOD             WIDT
 DH4975
 DH4975                          STATION DESCRIPTION
 DH4975
 DH4975'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH4975'THE STATION IS LOCATED ABOUT 19 KM SOUTH-SOUTHEAST OF TOMAH AND 8 KM
 DH4975'EAST OF WILTON.   OWNERSHIP--TOWNSHIP OF CLIFTON.  TO REACH THE
 DH4975'STATION FROM THE JUNCTION OF STATE  HIGHWAY 71 WITH STATE HIGHWAY 131
 DH4975'NORTH ABOUT 16 KM SOUTH OF THE CITY OF TOMAH. GO  SOUTHEAST ON STATE
 DH4975'HIGHWAY 71 FOR 2.75 MI TO KING ROAD ON THE LEFT, TURN LEFT AND GO
 DH4975'NORTH ON KING ROAD FOR 0.5 MI TO THE STATION ON THE RIGHT.  THE
 DH4975'STATION IS A BRONZE  MONROE COUNTY GEODETIC CONTROL MARK DISK SET IN
 DH4975'THE TOP OF A 38-CM DIAMETER ROUND  CONCRETE POST AND ABOUT LEVEL WITH
 DH4975'THE ROAD PAVEMENT.  THE STATION IS 8.0 M EAST OF THE  CENTERLINE OF
 DH4975'KING ROAD, 9 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DH4975'--24555--, 2.6 M SOUTH-SOUTHWEST OF A CORNERPOST FOR A GATED FENCE,
 DH4975'1.0 M NORTH OF A  FENCE, 1 M SOUTH, EAST AND NORTHWEST OF THREE ORANGE
 DH4975'4X4 PLASTIC WITNESS POSTS, 0.9 M  NORTH-NORTHEAST OF A METAL
 DH4975'GUARDPOST.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH4975'EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
 DH4975
 DH4975                          STATION RECOVERY (2004)
 DH4975
 DH4975'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4975'RECOVERED AS DESCRIBED.
 DH4975
 DH4975                          STATION RECOVERY (2005)
 DH4975
 DH4975'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4975'RECOVERED AS DESCRIBED.
 DH4975
 DH4975                          STATION RECOVERY (2010)
 DH4975
 DH4975'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH4975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4289 ***********************************************************************
 DL4289  DESIGNATION -  CLIFTON W GPS
 DL4289  PID         -  DL4289
 DL4289  STATE/COUNTY-  WI/PIERCE
 DL4289  COUNTRY     -  US
 DL4289  USGS QUAD   -  RIVER FALLS WEST (2018)
 DL4289
 DL4289                         *CURRENT SURVEY CONTROL
 DL4289  ______________________________________________________________________
 DL4289* NAD 83(2011) POSITION- 44 49 27.99405(N) 092 43 02.41523(W)   ADJUSTED
 DL4289* NAD 83(2011) ELLIP HT-   247.547 (meters)        (04/15/13)   ADJUSTED
 DL4289* NAD 83(2011) EPOCH   -  2010.00
 DL4289* NAVD 88 ORTHO HEIGHT -   277.039 (meters)      908.92  (feet) ADJUSTED
 DL4289  ______________________________________________________________________
 DL4289  GEOID HEIGHT    -        -29.490 (meters)                     GEOID18
 DL4289  NAD 83(2011) X  -   -214,834.501 (meters)                     COMP
 DL4289  NAD 83(2011) Y  - -4,526,445.352 (meters)                     COMP
 DL4289  NAD 83(2011) Z  -  4,473,706.371 (meters)                     COMP
 DL4289  LAPLACE CORR    -        -13.35  (seconds)                    DEFLEC18
 DL4289  DYNAMIC HEIGHT  -        277.005 (meters)      908.81  (feet) COMP
 DL4289  MODELED GRAVITY -    980,488.9   (mgal)                       NAVD 88
 DL4289
 DL4289  VERT ORDER      -  SECOND    CLASS I
 DL4289
 DL4289  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4289  Standards:
 DL4289         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4289            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4289  -------------------------------------------------------------------
 DL4289  NETWORK    0.40   0.57           0.18   0.14   0.29     -0.04654271
 DL4289  -------------------------------------------------------------------
 DL4289  Click here for local accuracies and other accuracy information.
 DL4289
 DL4289.The horizontal coordinates were established by GPS observations
 DL4289.and adjusted by the National Geodetic Survey in April 2013.
 DL4289
 DL4289.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4289.been affixed to the stable North American tectonic plate. See 
 DL4289.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4289
 DL4289.The horizontal coordinates are valid at the epoch date displayed above
 DL4289.which is a decimal equivalence of Year/Month/Day.
 DL4289
 DL4289.The orthometric height was determined by differential leveling and
 DL4289.adjusted by the WI DEPT OF TRANSP
 DL4289.in May 2012.
 DL4289
 DL4289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4289.GEOID18 height accuracy estimate available here.
 DL4289
 DL4289.Click photographs - Photos may exist for this station.
 DL4289
 DL4289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4289
 DL4289.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4289
 DL4289.The ellipsoidal height was determined by GPS observations
 DL4289.and is referenced to NAD 83.
 DL4289
 DL4289.The dynamic height is computed by dividing the NAVD 88
 DL4289.geopotential number by the normal gravity value computed on the
 DL4289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4289.degrees latitude (g = 980.6199 gals.).
 DL4289
 DL4289.The modeled gravity was interpolated from observed gravity values.
 DL4289
 DL4289. The following values were computed from the NAD 83(2011) position.
 DL4289
 DL4289;                    North         East     Units Scale Factor Converg.
 DL4289;SPC WI C     -   113,725.743   385,146.027   MT  0.99994111   -1 55 02.2
 DL4289;SPC WI C     -   373,115.21  1,263,599.92   sFT  0.99994111   -1 55 02.2
 DL4289;UTM  15      - 4,963,487.377   522,346.051   MT  0.99960614   +0 11 57.3
 DL4289
 DL4289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4289!SPC WI C     -   0.99996119  x   0.99994111  =   0.99990230
 DL4289!UTM  15      -   0.99996119  x   0.99960614  =   0.99956734
 DL4289
 DL4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2234663487(NAD 83)
 DL4289
 DL4289                          SUPERSEDED SURVEY CONTROL
 DL4289
 DL4289  NAD 83(2007)-  44 49 27.99401(N)    092 43 02.41592(W) AD(2002.00) 1
 DL4289  ELLIP H (04/06/12)  247.575  (m)                       GP(2002.00) 1 1
 DL4289  NAVD 88             277.04   (m)          908.9    (f) LEVELING    3  
 DL4289
 DL4289.Superseded values are not recommended for survey control.
 DL4289
 DL4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4289.See file dsdata.pdf to determine how the superseded data were derived.
 DL4289
 DL4289_MARKER: DD = SURVEY DISK
 DL4289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4289_STAMPING: CLIFTON W GPS 2005
 DL4289_MARK LOGO: WIDT
 DL4289_PROJECTION: FLUSH
 DL4289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4289+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DL4289
 DL4289  HISTORY     - Date     Condition        Report By
 DL4289  HISTORY     - 2004     MONUMENTED       WIDT
 DL4289  HISTORY     - 20070904 GOOD             WIDT
 DL4289  HISTORY     - 20151006 GOOD             WIDT
 DL4289  HISTORY     - 20160808 GOOD             WIDT
 DL4289
 DL4289                          STATION DESCRIPTION
 DL4289
 DL4289'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4289'THE STATION IS LOCATED ABOUT 11.4 MI (18.3 KM) SOUTH OF NORTHLINE,
 DL4289'10.6 MI (17.1 KM) SOUTH OF HUDSON AND 5.3 MI (8.5 KM) WEST-SOUTHWEST
 DL4289'OF RIVER FALLS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4289'
 DL4289'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY F WITH COUNTY
 DL4289'HIGHWAY FF ABOUT 5 MI (8.0 KM) WEST-SOUTHWEST OF THE CITY OF RIVER
 DL4289'FALLS, GO EAST ON COUNTY HIGHWAY FF FOR 0.61 MI (1.0 KM) TO COUNTY
 DL4289'HIGHWAY QQ.  CONTINUE EAST ON COUNTY HIGHWAY FF FOR 0.15 MI (0.2 KM)
 DL4289'TO THE STATION ON THE LEFT.
 DL4289'
 DL4289'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4289'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4289'INCH) DIAMETER CONCRETE POST, ABOUT 1 M (3.3 FT) LOWER THAN THE
 DL4289'HIGHWAY PAVEMENT.
 DL4289'
 DL4289'THE STATION IS 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF COUNTY
 DL4289'HIGHWAY FF, 49.2 M (161.4 FT) NORTHWEST OF A TELEPHONE POLE, 44.4 M
 DL4289'(145.7 FT) NORTHEAST OF A TELEPHONE POLE, 1 M (3.3 FT) SOUTH OF AN
 DL4289'AGRICULTURAL FIELD AND 1.0 M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST
 DL4289'OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DL4289'
 DL4289'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4289'DEGREES ABOVE THE HORIZON.
 DL4289
 DL4289                          STATION RECOVERY (2015)
 DL4289
 DL4289'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DL4289'RECOVERED AS DESCRIBED.
 DL4289
 DL4289                          STATION RECOVERY (2016)
 DL4289
 DL4289'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DL4289'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1272 ***********************************************************************
 NH1272  DESIGNATION -  CLINTON
 NH1272  PID         -  NH1272
 NH1272  STATE/COUNTY-  WI/ROCK
 NH1272  COUNTRY     -  US
 NH1272  USGS QUAD   -  CLINTON (2018)
 NH1272
 NH1272                         *CURRENT SURVEY CONTROL
 NH1272  ______________________________________________________________________
 NH1272* NAD 83(1991) POSITION- 42 33 01.83284(N) 088 52 05.77604(W)   ADJUSTED
 NH1272* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 NH1272  ______________________________________________________________________
 NH1272  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 NH1272  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 NH1272  HORZ ORDER      -  SECOND
 NH1272
 NH1272.The horizontal coordinates were established by classical geodetic methods
 NH1272.and adjusted by the National Geodetic Survey in November 1991.
 NH1272
 NH1272.The orthometric height was scaled from a topographic map.
 NH1272
 NH1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1272.GEOID18 height accuracy estimate available here.
 NH1272
 NH1272.Click photographs - Photos may exist for this station.
 NH1272
 NH1272.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1272
 NH1272. The following values were computed from the NAD 83(1991) position.
 NH1272
 NH1272;                    North         East     Units Scale Factor Converg.
 NH1272;SPC WI S     -    61,788.387   692,953.126   MT  1.00004188   +0 46 39.4
 NH1272;SPC WI S     -   202,717.40  2,273,463.71   sFT  1.00004188   +0 46 39.4
 NH1272;SPC WI S     -   202,717.40  2,273,463.71   sFT  1.00004188   +0 46 39.4
 NH1272;SPC IL W     -   654,045.923   806,635.414   MT  1.00008103   +0 52 41.2
 NH1272;SPC IL W     - 2,145,815.67  2,646,436.35   sFT  1.00008103   +0 52 41.2
 NH1272;SPC WI S     -    61,788.387   692,953.126   MT  1.00004188   +0 46 39.4
 NH1272;UTM  16      - 4,712,593.012   346,612.627   MT  0.99988947   -1 15 49.1
 NH1272
 NH1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1272!SPC WI S     -   0.99995967  x   1.00004188  =   1.00000154
 NH1272!SPC IL W     -   0.99995967  x   1.00008103  =   1.00004069
 NH1272!SPC WI S     -   0.99995967  x   1.00004188  =   1.00000154
 NH1272!UTM  16      -   0.99995967  x   0.99988947  =   0.99984914
 NH1272
 NH1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4661212593(NAD 83)
 NH1272
 NH1272|---------------------------------------------------------------------|
 NH1272| PID    Reference Object                     Distance      Geod. Az  |
 NH1272|                                                           dddmmss.s |
 NH1272| NH1268 CLINTON BOWMAN DAIRY CO STACK       251.112 METERS 04745     |
 NH1272| CI8391 CLINTON RM                            9.920 METERS 12521     |
 NH1272|---------------------------------------------------------------------|
 NH1272
 NH1272                          SUPERSEDED SURVEY CONTROL
 NH1272
 NH1272  NAD 83(1986)-  42 33 01.83005(N)    088 52 05.78048(W) AD(       ) 2
 NH1272  NAD 27      -  42 33 01.77900(N)    088 52 05.39600(W) AD(       ) 2
 NH1272  USSD        -  42 33 01.86200(N)    088 52 05.19100(W) AD(       ) 3
 NH1272
 NH1272.Superseded values are not recommended for survey control.
 NH1272
 NH1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1272.See file dsdata.pdf to determine how the superseded data were derived.
 NH1272
 NH1272_MARKER: DS = TRIANGULATION STATION DISK
 NH1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1272_STAMPING: CLINTON 1920
 NH1272_MARK LOGO: CGS
 NH1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1272+STABILITY: SURFACE MOTION
 NH1272
 NH1272  HISTORY     - Date     Condition        Report By
 NH1272  HISTORY     - 1920     MONUMENTED       CGS
 NH1272  HISTORY     - 1930     MARK NOT FOUND   CGS
 NH1272  HISTORY     - 1935     MARK NOT FOUND   CGS
 NH1272  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1272
 NH1272                          STATION DESCRIPTION
 NH1272
 NH1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1272'STATION IS LOCATED ABOUT 3/8 MILE W OF THE RAILROAD STATION
 NH1272'AT CLINTON, ON THE S SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL
 NH1272'AND PACIFIC RAILROAD TRACK, 250 YARDS W OF THE CROSSING OF
 NH1272'A ROAD WHICH RUNS N AND S IN FRONT OF THE BOWMAN DAIRY COMPANY,
 NH1272'ABOUT 220 YARDS W OF THE BOWMAN DAIRY COMPANY, NEAR THE W
 NH1272'END OF THE FIRST CUT W OF CLINTON, AND 5.25 METERS (17.22
 NH1272'FEET) S OF THE S AND NEAREST RAIL.  SURFACE, UNDERGROUND,
 NH1272'AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS SET IN
 NH1272'CONCRETE AS DESCRIBED.  REFERENCE
 NH1272'MARK IS ON THE SAME SIDE OF THE TRACK NEAR THE FENCE
 NH1272'LINE, 9.92 METERS (32.55 FEET) FROM THE STATION, S 54 DEG 39 MIN E.
 NH1272
 NH1272                          STATION RECOVERY (1930)
 NH1272
 NH1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1272'SURFACE MARK AND THE UNDERGROUND MARK WERE DESTROYED WHEN
 NH1272'THE RAILROAD CUT WAS WIDENED.
 NH1272'
 NH1272'THIS IS A TRAVERSE STATION.
 NH1272
 NH1272                          STATION RECOVERY (1935)
 NH1272
 NH1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1272'IT IS BELIEVED THAT THIS STATION HAS BEEN DESTROYED.  THE
 NH1272'APPROXIMATE LOCATION OF ITS ORIGINAL SITE WAS DETERMINED BY
 NH1272'MEASURING S FROM THE S RAIL 17 FEET AND W FROM THE BOWMAN
 NH1272'DAIRY COMPANY STACK 824 FEET.  AT THIS POINT INDICATIONS OF
 NH1272'RECENT REGRADING WERE FOUND.  EXTENSIVE PROBING IN THE IMMEDIATE
 NH1272'VICINITY DISCLOSED NO MARK.  A SEARCH WAS THEN MADE FOR THE
 NH1272'REFERENCE MARK IN THE VICINITY OF A POINT 32.5 FEET FROM THE
 NH1272'ORIGINAL STATION, S 55 DEG E, THE POINT FOR THE
 NH1272'ORIGINAL STATION BEING DEFINED BY THE MEASUREMENTS GIVEN
 NH1272'ABOVE.  THE REFERENCE MARK COULD NOT BE FOUND WITH EXTENSIVE
 NH1272'PROBING WITH ROD AND SHOVEL AND IT IS BELIEVED THAT IT HAS
 NH1272'BEEN MALICIOUSLY DESTROYED FOR THE GROUND HERE HAD NOT
 NH1272'BEEN ALTERED, APPARENTLY, OVER A PERIOD OF SEVERAL YEARS.  THE
 NH1272'DISTANCE FROM THE STACK WAS NOT CAREFULLY MEASURED SO NO
 NH1272'EFFORT WAS MADE TO DIG UP THE UNDERGROUND MARK.  IT IS
 NH1272'POSSIBLE THAT THE UNDERGROUND MARK COULD BE RECOVERED
 NH1272'BY DIGGING AT THE POINT INDICATED BY THE ABOVE DISTANCES
 NH1272'CAREFULLY MEASURED.
 NH1272'
 NH1272'THIS IS A TRAVERSE STATION.
 NH1272
 NH1272                          STATION RECOVERY (2001)
 NH1272
 NH1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1272'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5151 ***********************************************************************
 DH5151  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5151  DESIGNATION -  CLINTON C GPS
 DH5151  PID         -  DH5151
 DH5151  STATE/COUNTY-  WI/VERNON
 DH5151  COUNTRY     -  US
 DH5151  USGS QUAD   -  DELL (2018)
 DH5151
 DH5151                         *CURRENT SURVEY CONTROL
 DH5151  ______________________________________________________________________
 DH5151* NAD 83(2011) POSITION- 43 41 47.26199(N) 090 42 59.29325(W)   ADJUSTED
 DH5151* NAD 83(2011) ELLIP HT-   356.949 (meters)        (06/29/17)   ADJUSTED
 DH5151* NAD 83(2011) EPOCH   -  2010.00
 DH5151* NAVD 88 ORTHO HEIGHT -   390.36  (meters)     1280.7   (feet) GPS OBS
 DH5151  ______________________________________________________________________
 DH5151  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5151  GEOID HEIGHT    -        -33.413 (meters)                     GEOID12A
 DH5151  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 DH5151  NAD 83(2011) X  -    -57,759.238 (meters)                     COMP
 DH5151  NAD 83(2011) Y  - -4,618,736.921 (meters)                     COMP
 DH5151  NAD 83(2011) Z  -  4,384,015.862 (meters)                     COMP
 DH5151  LAPLACE CORR    -         -5.61  (seconds)                    DEFLEC18
 DH5151
 DH5151  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5151  Standards:
 DH5151         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5151            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5151  -------------------------------------------------------------------
 DH5151  NETWORK    0.73   0.71           0.34   0.24   0.36      0.00926741
 DH5151  -------------------------------------------------------------------
 DH5151  Click here for local accuracies and other accuracy information.
 DH5151
 DH5151.The horizontal coordinates were established by GPS observations
 DH5151.and adjusted by the WI DEPT OF TRANSP in June 2017.
 DH5151
 DH5151.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5151.been affixed to the stable North American tectonic plate. See 
 DH5151.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5151
 DH5151.The horizontal coordinates are valid at the epoch date displayed above
 DH5151.which is a decimal equivalence of Year/Month/Day.
 DH5151
 DH5151.The orthometric height was determined by GPS observations and a
 DH5151.high-resolution geoid model using precise GPS observation and
 DH5151.processing techniques.
 DH5151
 DH5151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5151.GEOID18 height accuracy estimate available here.
 DH5151
 DH5151.Click photographs - Photos may exist for this station.
 DH5151
 DH5151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5151
 DH5151.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5151
 DH5151.The ellipsoidal height was determined by GPS observations
 DH5151.and is referenced to NAD 83.
 DH5151
 DH5151. The following values were computed from the NAD 83(2011) position.
 DH5151
 DH5151;                    North         East     Units Scale Factor Converg.
 DH5151;SPC WI S     -   188,710.483   542,246.326   MT  0.99994580   -0 29 32.2
 DH5151;SPC WI S     -   619,127.64  1,779,019.82   sFT  0.99994580   -0 29 32.2
 DH5151;UTM  15      - 4,840,694.349   684,013.041   MT  1.00001650   +1 34 40.8
 DH5151
 DH5151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5151!SPC WI S     -   0.99994403  x   0.99994580  =   0.99988983
 DH5151!UTM  15      -   0.99994403  x   1.00001650  =   0.99996053
 DH5151
 DH5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8401340694(NAD 83)
 DH5151
 DH5151                          SUPERSEDED SURVEY CONTROL
 DH5151
 DH5151  NAD 83(2011)-  43 41 47.26302(N)    090 42 59.29035(W) AD(2010.00) 0
 DH5151  ELLIP H (06/27/12)  356.948  (m)                       GP(2010.00)    
 DH5151  NAD 83(2007)-  43 41 47.26304(N)    090 42 59.29117(W) AD(2002.00) 0
 DH5151  ELLIP H (02/10/07)  356.979  (m)                       GP(2002.00)    
 DH5151  NAD 83(1997)-  43 41 47.26301(N)    090 42 59.29160(W) AD(       ) 1
 DH5151  ELLIP H (08/01/05)  356.972  (m)                       GP(       ) 2 1
 DH5151  NAVD 88 (07/26/07)  390.35   (m)  GEOID03  model used  GPS OBS        
 DH5151
 DH5151.Superseded values are not recommended for survey control.
 DH5151
 DH5151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5151.See file dsdata.pdf to determine how the superseded data were derived.
 DH5151
 DH5151_MARKER: DD = SURVEY DISK
 DH5151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5151_STAMPING: CLINTON C GPS 2004
 DH5151_MARK LOGO: WIDT
 DH5151_PROJECTION: FLUSH
 DH5151_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5151+STABILITY: SURFACE MOTION
 DH5151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5151+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2016
 DH5151
 DH5151  HISTORY     - Date     Condition        Report By
 DH5151  HISTORY     - 2003     MONUMENTED       WIDT
 DH5151  HISTORY     - 20100726 GOOD             WIDT
 DH5151  HISTORY     - 20160627 GOOD             WIDT
 DH5151
 DH5151                          STATION DESCRIPTION
 DH5151
 DH5151'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5151'OWNERSHIP--TOWNSHIP OF CLINTON.  TO REACH THE STATION FROM THE
 DH5151'JUNCTION OF STATE HIGHWAY 33 WITH COUNTY HIGHWAY D AND OLIVE ROAD
 DH5151'ABOUT 1 MI EAST OF  THE VILLAGE OF CASHTON, GO SOUTHEAST THEN SOUTH ON
 DH5151'COUNTY HIGHWAY D FOR 4.8 MI TO  SHORT CUT ROAD ON THE LEFT, TURN LEFT
 DH5151'AND GO EAST ON SHORT CUT ROAD FOR 0.45 MI TO THE  STATION ON THE
 DH5151'RIGHT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF
 DH5151'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5151'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.
 DH5151'THE STATION IS 6.5 M SOUTH OF THE CENTERLINE OF SHORT CUT  ROAD, 0.1
 DH5151'MILES WEST OF PRIVATE ENTRANCE --10816--, 8 M EAST OF THE CENTERLINE
 DH5151'OF A FIELD  ENTRANCE, 1.0 M EAST OF AN  ORANGE 4X4  PLASTIC WITNESS
 DH5151'POST AND 1.0 M WEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST.
 DH5151'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5151'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5151
 DH5151                          STATION RECOVERY (2010)
 DH5151
 DH5151'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5151'RECOVERED IN GOOD CONDITION.   AN ALTERNATIVE TO REACH FOLLOWS.  TO
 DH5151'REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY P EAST WITH
 DH5151'COUNTY HIGHWAY D NORTH AND COUNTY HIGHWAYS D AND P SOUTHEAST
 DH5151'APPROXIMATELY 6 MI EAST OF THE CITY OF WESTBY, GO NORTH THEN EAST ON
 DH5151'COUNTY HIGHWAY D FOR 2.5 MI TO COUNTY HIGHWAY D CURVING LEFT
 DH5151'(NORTH)AND SHORT CUT ROAD AHEAD, GO EAST ON SHORT CUT ROAD FOR 0.43 MI
 DH5151'TO THE STATION ON THE RIGHT.
 DH5151'NOTE---THE CONCRETE POST IS BADLY CHIPPED ON ALL EDGES AND THE DISK IS
 DH5151'SCRAPPED.
 DH5151
 DH5151                          STATION RECOVERY (2016)
 DH5151
 DH5151'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5151'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4843 ***********************************************************************
 DG4843  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4843  DESIGNATION -  CLINTON E GPS
 DG4843  PID         -  DG4843
 DG4843  STATE/COUNTY-  WI/ROCK
 DG4843  COUNTRY     -  US
 DG4843  USGS QUAD   -  CLINTON (2018)
 DG4843
 DG4843                         *CURRENT SURVEY CONTROL
 DG4843  ______________________________________________________________________
 DG4843* NAD 83(2011) POSITION- 42 33 17.82573(N) 088 46 36.16965(W)   ADJUSTED
 DG4843* NAD 83(2011) ELLIP HT-   255.284 (meters)        (06/27/12)   ADJUSTED
 DG4843* NAD 83(2011) EPOCH   -  2010.00
 DG4843* NAVD 88 ORTHO HEIGHT -   289.07  (meters)      948.4   (feet) GPS OBS
 DG4843  ______________________________________________________________________
 DG4843  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4843  GEOID HEIGHT    -        -33.791 (meters)                     GEOID12A
 DG4843  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 DG4843  NAD 83(2011) X  -    100,461.206 (meters)                     COMP
 DG4843  NAD 83(2011) Y  - -4,704,645.917 (meters)                     COMP
 DG4843  NAD 83(2011) Z  -  4,291,385.900 (meters)                     COMP
 DG4843  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 DG4843
 DG4843  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4843  Standards:
 DG4843         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4843            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4843  -------------------------------------------------------------------
 DG4843  NETWORK    0.33   0.41           0.15   0.12   0.21      0.06361122
 DG4843  -------------------------------------------------------------------
 DG4843  Click here for local accuracies and other accuracy information.
 DG4843
 DG4843.The horizontal coordinates were established by GPS observations
 DG4843.and adjusted by the National Geodetic Survey in June 2012.
 DG4843
 DG4843.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4843.been affixed to the stable North American tectonic plate. See 
 DG4843.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4843
 DG4843.The horizontal coordinates are valid at the epoch date displayed above
 DG4843.which is a decimal equivalence of Year/Month/Day.
 DG4843
 DG4843.The orthometric height was determined by GPS observations and a
 DG4843.high-resolution geoid model using precise GPS observation and
 DG4843.processing techniques.
 DG4843
 DG4843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4843.GEOID18 height accuracy estimate available here.
 DG4843
 DG4843.Click photographs - Photos may exist for this station.
 DG4843
 DG4843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4843
 DG4843.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4843
 DG4843.The ellipsoidal height was determined by GPS observations
 DG4843.and is referenced to NAD 83.
 DG4843
 DG4843. The following values were computed from the NAD 83(2011) position.
 DG4843
 DG4843;                    North         East     Units Scale Factor Converg.
 DG4843;SPC WI S     -    62,388.030   700,465.313   MT  1.00004074   +0 50 25.9
 DG4843;SPC WI S     -   204,684.73  2,298,109.95   sFT  1.00004074   +0 50 25.9
 DG4843;UTM  16      - 4,712,924.572   354,140.161   MT  0.99986176   -1 12 06.5
 DG4843
 DG4843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4843!SPC WI S     -   0.99995996  x   1.00004074  =   1.00000070
 DG4843!UTM  16      -   0.99995996  x   0.99986176  =   0.99982173
 DG4843
 DG4843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5414012924(NAD 83)
 DG4843
 DG4843                          SUPERSEDED SURVEY CONTROL
 DG4843
 DG4843  NAD 83(2007)-  42 33 17.82570(N)    088 46 36.17054(W) AD(2002.00) 0
 DG4843  ELLIP H (02/10/07)  255.316  (m)                       GP(2002.00)    
 DG4843  NAD 83(1997)-  42 33 17.82566(N)    088 46 36.17076(W) AD(       ) 1
 DG4843  ELLIP H (04/02/04)  255.326  (m)                       GP(       ) 4 1
 DG4843  NAVD 88 (07/26/07)  289.05   (m)  UNKNOWN  model used  GPS OBS        
 DG4843  NAVD 88 (04/02/04)  289.08   (m)  GEOID03  model used  GPS OBS        
 DG4843
 DG4843.Superseded values are not recommended for survey control.
 DG4843
 DG4843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4843.See file dsdata.pdf to determine how the superseded data were derived.
 DG4843
 DG4843_MARKER: DD = SURVEY DISK
 DG4843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4843_STAMPING: CLINTON E GPS 2002
 DG4843_MARK LOGO: WIDT
 DG4843_PROJECTION: FLUSH
 DG4843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4843+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 DG4843
 DG4843  HISTORY     - Date     Condition        Report By
 DG4843  HISTORY     - 2001     MONUMENTED       WIDT
 DG4843  HISTORY     - 20070822 GOOD             WIDT
 DG4843
 DG4843                          STATION DESCRIPTION
 DG4843
 DG4843'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4843'THE STATION IS LOCATED ABOUT 25 KM SOUTHEAST OF JANESVILLE, 14 KM
 DG4843'SOUTHWEST OF DELAVAN AND 7 KM EAST OF CLINTON.  OWNERSHIP--TOWN OF
 DG4843'CLINTON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67
 DG4843'WITH STATE HIGHWAY 140 ABOUT 12 KM WEST OF THE CITY OF BELOIT, GO
 DG4843'NORTH ON STATE HIGHWAY 140 FOR 3.2 KM TO EAST LAKE SHORE ROAD, TURN
 DG4843'RIGHT AND GO NORTHEAST ON EAST LAKE SHORE ROAD FOR 7.6 KM TO COUNTY
 DG4843'LINE ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DG4843'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DG4843'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO DEPTH OF
 DG4843'2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 7.2 M
 DG4843'WEST OF THE CENTERLINE OF COUNTY LINE ROAD, 57.6 M SOUTH OF THE
 DG4843'CENTERLINE OF EAST LAKE SHORE ROAD, AND 2 M EAST OF A CULTIVATED
 DG4843'FIELD.  ---NOTE---THE STATION IS NORTHWEST, SOUTHWEST  AND EAST OF
 DG4843'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS
 DG4843'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4843'HORIZON.
 DG4843
 DG4843                          STATION RECOVERY (2007)
 DG4843
 DG4843'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4843'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7278 ***********************************************************************
 DN7278  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7278  DESIGNATION -  CLINTON E GPS
 DN7278  PID         -  DN7278
 DN7278  STATE/COUNTY-  WI/BARRON
 DN7278  COUNTRY     -  US
 DN7278  USGS QUAD   -  POSKIN (2018)
 DN7278
 DN7278                         *CURRENT SURVEY CONTROL
 DN7278  ______________________________________________________________________
 DN7278* NAD 83(2011) POSITION- 45 26 16.07021(N) 091 55 27.63746(W)   ADJUSTED
 DN7278* NAD 83(2011) ELLIP HT-   347.048 (meters)        (04/15/13)   ADJUSTED
 DN7278* NAD 83(2011) EPOCH   -  2010.00
 DN7278* NAVD 88 ORTHO HEIGHT -   377.34  (meters)     1238.0   (feet) GPS OBS
 DN7278  ______________________________________________________________________
 DN7278  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7278  GEOID HEIGHT    -        -30.292 (meters)                     GEOID12A
 DN7278  GEOID HEIGHT    -        -30.289 (meters)                     GEOID18
 DN7278  NAD 83(2011) X  -   -150,548.373 (meters)                     COMP
 DN7278  NAD 83(2011) Y  - -4,480,770.557 (meters)                     COMP
 DN7278  NAD 83(2011) Z  -  4,521,868.224 (meters)                     COMP
 DN7278  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 DN7278
 DN7278  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7278  Standards:
 DN7278         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7278            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7278  -------------------------------------------------------------------
 DN7278  NETWORK    0.88   1.59           0.39   0.32   0.81     -0.01893802
 DN7278  -------------------------------------------------------------------
 DN7278  Click here for local accuracies and other accuracy information.
 DN7278
 DN7278.The horizontal coordinates were established by GPS observations
 DN7278.and adjusted by the National Geodetic Survey in April 2013.
 DN7278
 DN7278.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7278.been affixed to the stable North American tectonic plate. See 
 DN7278.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7278
 DN7278.The horizontal coordinates are valid at the epoch date displayed above
 DN7278.which is a decimal equivalence of Year/Month/Day.
 DN7278
 DN7278.The orthometric height was determined by GPS observations and a
 DN7278.high-resolution geoid model using precise GPS observation and
 DN7278.processing techniques.
 DN7278
 DN7278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7278.GEOID18 height accuracy estimate available here.
 DN7278
 DN7278.Click photographs - Photos may exist for this station.
 DN7278
 DN7278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7278
 DN7278.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7278
 DN7278.The ellipsoidal height was determined by GPS observations
 DN7278.and is referenced to NAD 83.
 DN7278
 DN7278. The following values were computed from the NAD 83(2011) position.
 DN7278
 DN7278;                    North         East     Units Scale Factor Converg.
 DN7278;SPC WI C     -   180,076.232   449,447.285   MT  0.99998875   -1 21 28.0
 DN7278;SPC WI C     -   590,800.10  1,474,561.63   sFT  0.99998875   -1 21 28.0
 DN7278;UTM  15      - 5,032,148.699   584,129.999   MT  0.99968702   +0 45 59.2
 DN7278
 DN7278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7278!SPC WI C     -   0.99994559  x   0.99998875  =   0.99993434
 DN7278!UTM  15      -   0.99994559  x   0.99968702  =   0.99963263
 DN7278
 DN7278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8412932148(NAD 83)
 DN7278
 DN7278                          SUPERSEDED SURVEY CONTROL
 DN7278
 DN7278  NAD 83(2007)-  45 26 16.07021(N)    091 55 27.63803(W) AD(2002.00) 1
 DN7278  ELLIP H (04/06/12)  347.081  (m)                       GP(2002.00) 1 1
 DN7278
 DN7278.Superseded values are not recommended for survey control.
 DN7278
 DN7278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7278.See file dsdata.pdf to determine how the superseded data were derived.
 DN7278
 DN7278_MARKER: DD = SURVEY DISK
 DN7278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7278_STAMPING: CLINTON E GPS 2006
 DN7278_MARK LOGO: WIDT
 DN7278_PROJECTION: FLUSH
 DN7278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7278+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2010
 DN7278
 DN7278  HISTORY     - Date     Condition        Report By
 DN7278  HISTORY     - 2005     MONUMENTED       WIDT
 DN7278  HISTORY     - 20100831 GOOD             WIDT
 DN7278
 DN7278                          STATION DESCRIPTION
 DN7278
 DN7278'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7278'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (DIVISION
 DN7278'STREET) WITH STATE HIGHWAY 25 SOUTH (SOUTH MILLING STREET) IN THE CITY
 DN7278'OF BARRON, GO WEST ON US HIGHWAY 8 (WEST DIVISION STREET) FOR 1.5 MI
 DN7278'(2.4 KM) TO 13TH STREET LEFT AND COUNTY HIGHWAY T RIGHT.  TURN RIGHT
 DN7278'AND GO NORTH AND WEST AND NORTH ON COUNTY HIGHWAY T FOR 3.4 MI (5.5
 DN7278'KM) TO 16TH AVENUE RIGHT, CURVE LEFT AND GO WEST ON COUNTY HIGHWAY T
 DN7278'FOR 0.3 MI (0.5 KM) TO COUNTY HIGHWAY T CURVING RIGHT AND 16TH AVENUE
 DN7278'AHEAD.  CONTINUE WEST ON 16TH AVENUE FOR 0.25 MI (0.4 KM) TO THE
 DN7278'STATION ON THE RIGHT.
 DN7278'
 DN7278'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7278'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7278'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7278'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7278'THE STATION IS 9.7 M (31.8 FT) NORTH OF THE CENTERLINE OF 16TH AVENUE,
 DN7278'62.0 M (203.4 FT) NORTHEAST OF A POWER POLE, 42.1 M (138.1 FT)
 DN7278'WEST-NORTHWEST OF A POWER POLE, 15.6 M (51.2 FT) WEST OF THE EXTENDED
 DN7278'CENTERLINE OF A FIELD ENTRANCE, APPROXIMATELY 1.2 M (3.9 FT) SOUTH OF
 DN7278'A CULTIVATED FIELD AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC
 DN7278'GUARD POSTS SURROUNDING THE STATION.
 DN7278'
 DN7278'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7278'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4844 ***********************************************************************
 DG4844  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4844  DESIGNATION -  CLINTON GPS
 DG4844  PID         -  DG4844
 DG4844  STATE/COUNTY-  WI/ROCK
 DG4844  COUNTRY     -  US
 DG4844  USGS QUAD   -  CLINTON (2018)
 DG4844
 DG4844                         *CURRENT SURVEY CONTROL
 DG4844  ______________________________________________________________________
 DG4844* NAD 83(2011) POSITION- 42 30 24.49135(N) 088 49 20.28402(W)   ADJUSTED
 DG4844* NAD 83(2011) ELLIP HT-   255.127 (meters)        (06/27/12)   ADJUSTED
 DG4844* NAD 83(2011) EPOCH   -  2010.00
 DG4844* NAVD 88 ORTHO HEIGHT -   288.88  (meters)      947.8   (feet) GPS OBS
 DG4844  ______________________________________________________________________
 DG4844  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4844  GEOID HEIGHT    -        -33.746 (meters)                     GEOID12A
 DG4844  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 DG4844  NAD 83(2011) X  -     96,792.239 (meters)                     COMP
 DG4844  NAD 83(2011) Y  - -4,708,339.145 (meters)                     COMP
 DG4844  NAD 83(2011) Z  -  4,287,444.255 (meters)                     COMP
 DG4844  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 DG4844
 DG4844  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4844  Standards:
 DG4844         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4844            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4844  -------------------------------------------------------------------
 DG4844  NETWORK    0.35   0.43           0.16   0.12   0.22      0.07523145
 DG4844  -------------------------------------------------------------------
 DG4844  Click here for local accuracies and other accuracy information.
 DG4844
 DG4844.The horizontal coordinates were established by GPS observations
 DG4844.and adjusted by the National Geodetic Survey in June 2012.
 DG4844
 DG4844.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4844.been affixed to the stable North American tectonic plate. See 
 DG4844.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4844
 DG4844.The horizontal coordinates are valid at the epoch date displayed above
 DG4844.which is a decimal equivalence of Year/Month/Day.
 DG4844
 DG4844.The orthometric height was determined by GPS observations and a
 DG4844.high-resolution geoid model using precise GPS observation and
 DG4844.processing techniques.
 DG4844
 DG4844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4844.GEOID18 height accuracy estimate available here.
 DG4844
 DG4844.Click photographs - Photos may exist for this station.
 DG4844
 DG4844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4844
 DG4844.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4844
 DG4844.The ellipsoidal height was determined by GPS observations
 DG4844.and is referenced to NAD 83.
 DG4844
 DG4844. The following values were computed from the NAD 83(2011) position.
 DG4844
 DG4844;                    North         East     Units Scale Factor Converg.
 DG4844;SPC WI S     -    56,985.910   696,797.137   MT  1.00005337   +0 48 33.1
 DG4844;SPC WI S     -   186,961.27  2,286,075.27   sFT  1.00005337   +0 48 33.1
 DG4844;UTM  16      - 4,707,657.494   350,282.558   MT  0.99987579   -1 13 53.5
 DG4844
 DG4844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4844!SPC WI S     -   0.99995999  x   1.00005337  =   1.00001336
 DG4844!UTM  16      -   0.99995999  x   0.99987579  =   0.99983578
 DG4844
 DG4844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5028207657(NAD 83)
 DG4844
 DG4844                          SUPERSEDED SURVEY CONTROL
 DG4844
 DG4844  NAD 83(2007)-  42 30 24.49134(N)    088 49 20.28494(W) AD(2002.00) 0
 DG4844  ELLIP H (02/10/07)  255.159  (m)                       GP(2002.00)    
 DG4844  NAD 83(1997)-  42 30 24.49129(N)    088 49 20.28518(W) AD(       ) 1
 DG4844  ELLIP H (04/02/04)  255.172  (m)                       GP(       ) 4 1
 DG4844  NAVD 88 (07/26/07)  288.86   (m)  UNKNOWN  model used  GPS OBS        
 DG4844  NAVD 88 (04/02/04)  288.87   (m)  GEOID03  model used  GPS OBS        
 DG4844
 DG4844.Superseded values are not recommended for survey control.
 DG4844
 DG4844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4844.See file dsdata.pdf to determine how the superseded data were derived.
 DG4844
 DG4844_MARKER: DD = SURVEY DISK
 DG4844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4844_STAMPING: CLINTON GPS 1992
 DG4844_MARK LOGO: WI-105
 DG4844_PROJECTION: FLUSH
 DG4844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4844+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2010
 DG4844
 DG4844  HISTORY     - Date     Condition        Report By
 DG4844  HISTORY     - 1992     MONUMENTED       WI-105
 DG4844  HISTORY     - 2001     GOOD             WIDT
 DG4844  HISTORY     - 20070822 GOOD             WIDT
 DG4844  HISTORY     - 20100209 GOOD             ILDT
 DG4844
 DG4844                          STATION DESCRIPTION
 DG4844
 DG4844'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4844'THE STATION IS LOCATED ABOUT 26 KM SOUTHEAST OF JANESVILLE, 17 KM EAST
 DG4844'OF BELOIT, AND 7 KM SOUTH-SOUTHEAST OF CLINTON.  OWNERSHIP--WISCONSIN
 DG4844'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DG4844'OF STATE HIGHWAY 67 WITH STATE HIGHWAY 140 AND COUNTY HIGHWAY W ABOUT
 DG4844'14 KM EAST OF THE CITY OF BELOIT, GO EAST ON STATE HIGHWAY 67 FOR 3.2
 DG4844'KM TO NORTHRUP ROAD, CONTINUE EAST ON STATE HIGHWAY 67 FOR 0.3 KM TO
 DG4844'THE STATION ON THE RIGHT. THE STATION IS A BRONZE ROCK COUNTY GEODETIC
 DG4844'CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST
 DG4844'SET TO A DEPTH OF 1.8 M AND LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DG4844'STATION IS 8.8 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 67, 97 M
 DG4844'WEST OF THE CENTERLINE OF PRIVATE ENTRANCE --11306--, 48.9 M SOUTHEAST
 DG4844'OF POWER POLE --5F27R 2--, 1 M NORTH OF CULTIVATED FIELD, AND 0.9 M
 DG4844'WEST OF AN ORANGE POST FOR A --WARNING BURIED FIBEROPTIC TELEPHONE
 DG4844'CABLE-- SIGN.  ---NOTE---THE STATION IS EAST AND WEST OF TWO ORANGE
 DG4844'4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4844'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4844
 DG4844                          STATION RECOVERY (2007)
 DG4844
 DG4844'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4844'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 27.5 M SOUTHEAST OF
 DG4844'POWER POLE --5F27R3--.  NOTE-- THE POWER POLES IN THE 2001 DESCRIPTION
 DG4844'HAVE BEEN REPLACED AND RENUMBERED.
 DG4844
 DG4844                          STATION RECOVERY (2010)
 DG4844
 DG4844'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2010 (MW)
 DG4844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1273 ***********************************************************************
 NH1273  DESIGNATION -  CLINTON MUNICIPAL TANK
 NH1273  PID         -  NH1273
 NH1273  STATE/COUNTY-  WI/ROCK
 NH1273  COUNTRY     -  US
 NH1273  USGS QUAD   -  CLINTON (2018)
 NH1273
 NH1273                         *CURRENT SURVEY CONTROL
 NH1273  ______________________________________________________________________
 NH1273* NAD 83(1991) POSITION- 42 33 39.54606(N) 088 51 48.98099(W)   ADJUSTED
 NH1273  ______________________________________________________________________
 NH1273  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 NH1273  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 NH1273  HORZ ORDER      -  THIRD
 NH1273
 NH1273.The horizontal coordinates were established by classical geodetic methods
 NH1273.and adjusted by the National Geodetic Survey in November 1991.
 NH1273
 NH1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1273.GEOID18 height accuracy estimate available here.
 NH1273
 NH1273.Click photographs - Photos may exist for this station.
 NH1273
 NH1273.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1273
 NH1273. The following values were computed from the NAD 83(1991) position.
 NH1273
 NH1273;                    North         East     Units Scale Factor Converg.
 NH1273;SPC WI S     -    62,957.242   693,320.421   MT  1.00003921   +0 46 51.0
 NH1273;SPC WI S     -   206,552.22  2,274,668.75   sFT  1.00003921   +0 46 51.0
 NH1273;SPC WI S     -   206,552.22  2,274,668.75   sFT  1.00003921   +0 46 51.0
 NH1273;SPC IL W     -   655,215.470   807,000.673   MT  1.00008199   +0 52 53.2
 NH1273;SPC IL W     - 2,149,652.75  2,647,634.71   sFT  1.00008199   +0 52 53.2
 NH1273;SPC WI S     -    62,957.242   693,320.421   MT  1.00003921   +0 46 51.0
 NH1273;UTM  16      - 4,713,747.867   347,021.264   MT  0.99988793   -1 15 38.7
 NH1273
 NH1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4702113747(NAD 83)
 NH1273
 NH1273                          SUPERSEDED SURVEY CONTROL
 NH1273
 NH1273  NAD 83(1986)-  42 33 39.54264(N)    088 51 48.98540(W) AD(       ) 3
 NH1273  NAD 27      -  42 33 39.49300(N)    088 51 48.59600(W) AD(       ) 3
 NH1273
 NH1273.Superseded values are not recommended for survey control.
 NH1273
 NH1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1273.See file dsdata.pdf to determine how the superseded data were derived.
 NH1273
 NH1273_MARKER: 53 = ELEVATED TANK
 NH1273
 NH1273  HISTORY     - Date     Condition        Report By
 NH1273  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1273  HISTORY     - 1987     GOOD             USPSQD
 NH1273  HISTORY     - 19950708 GOOD             USPSQD
 NH1273  HISTORY     - 20010331 GOOD             NGS
 NH1273  HISTORY     - 20021215 GOOD             USPSQD
 NH1273
 NH1273                          STATION DESCRIPTION
 NH1273
 NH1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1273'THIS STATION IS THE MUNICIPAL TANK ON A HIGH KNOLL IN THE
 NH1273'NORTHERN PART OF THE TOWN OF CLINTON, WISCONSIN.  IT IS
 NH1273'LOCATED ABOUT 80 FEET NORTH OF THE CENTERLINE OF HIGH STREET,
 NH1273'AND ABOUT 160 FEET WEST OF THE CENTERLINE OF N. MAIN STREET.
 NH1273'THE TANK WAS ERECTED IN 1904 AND IS NOT VERY PROMINENT.
 NH1273'
 NH1273'THE TANK SETS ON A ROUND STONE BASE ABOUT 50 FEET HIGH.  THE
 NH1273'BLACK STEEL TANK IS ABOUT 25 FEET HIGH.  THE FLAT CONICAL
 NH1273'ROOF HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 80
 NH1273'FEET.
 NH1273
 NH1273                          STATION RECOVERY (1987)
 NH1273
 NH1273'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH1273'RECOVERED IN GOOD CONDITION.
 NH1273
 NH1273                          STATION RECOVERY (1995)
 NH1273
 NH1273'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1273'RECOVERED IN GOOD CONDITION.
 NH1273
 NH1273                          STATION RECOVERY (2001)
 NH1273
 NH1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1273'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1273
 NH1273                          STATION RECOVERY (2002)
 NH1273
 NH1273'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1273'RECOVERED IN GOOD CONDITION.  THE TANK IS NOW A HISTORIC SITE. IT IS
 NH1273'LOCATED ON THE NORTH SIDE OF HIGH STREET BETWEEN CHURCH STREET
 NH1273'(HIGHWAY 140) AND ALLEN STREET.  A NEW TANK WAS BUILT ON THE SOUTH
 NH1273'SIDE OF TOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4845 ***********************************************************************
 DG4845  DESIGNATION -  CLINTON N GPS
 DG4845  PID         -  DG4845
 DG4845  STATE/COUNTY-  WI/ROCK
 DG4845  COUNTRY     -  US
 DG4845  USGS QUAD   -  CLINTON (2018)
 DG4845
 DG4845                         *CURRENT SURVEY CONTROL
 DG4845  ______________________________________________________________________
 DG4845* NAD 83(2011) POSITION- 42 33 58.06536(N) 088 51 34.77032(W)   ADJUSTED
 DG4845* NAD 83(2011) ELLIP HT-   261.625 (meters)        (06/27/12)   ADJUSTED
 DG4845* NAD 83(2011) EPOCH   -  2010.00
 DG4845* NAVD 88 ORTHO HEIGHT -   295.403 (meters)      969.17  (feet) ADJUSTED
 DG4845  ______________________________________________________________________
 DG4845  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 DG4845  NAD 83(2011) X  -     93,633.768 (meters)                     COMP
 DG4845  NAD 83(2011) Y  - -4,703,951.400 (meters)                     COMP
 DG4845  NAD 83(2011) Z  -  4,292,304.789 (meters)                     COMP
 DG4845  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 DG4845  DYNAMIC HEIGHT  -        295.314 (meters)      968.88  (feet) COMP
 DG4845  MODELED GRAVITY -    980,309.5   (mgal)                       NAVD 88
 DG4845
 DG4845  VERT ORDER      -  SECOND    CLASS I
 DG4845
 DG4845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4845  Standards:
 DG4845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4845  -------------------------------------------------------------------
 DG4845  NETWORK    0.33   0.41           0.15   0.11   0.21      0.07627486
 DG4845  -------------------------------------------------------------------
 DG4845  Click here for local accuracies and other accuracy information.
 DG4845
 DG4845.The horizontal coordinates were established by GPS observations
 DG4845.and adjusted by the National Geodetic Survey in June 2012.
 DG4845
 DG4845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4845.been affixed to the stable North American tectonic plate. See 
 DG4845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4845
 DG4845.The horizontal coordinates are valid at the epoch date displayed above
 DG4845.which is a decimal equivalence of Year/Month/Day.
 DG4845
 DG4845.The orthometric height was determined by differential leveling and
 DG4845.adjusted by the WI DEPT OF TRANSP
 DG4845.in May 2012.
 DG4845
 DG4845.No vertical observational check was made to the station.
 DG4845
 DG4845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4845.GEOID18 height accuracy estimate available here.
 DG4845
 DG4845.Click photographs - Photos may exist for this station.
 DG4845
 DG4845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4845
 DG4845.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4845
 DG4845.The ellipsoidal height was determined by GPS observations
 DG4845.and is referenced to NAD 83.
 DG4845
 DG4845.The dynamic height is computed by dividing the NAVD 88
 DG4845.geopotential number by the normal gravity value computed on the
 DG4845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4845.degrees latitude (g = 980.6199 gals.).
 DG4845
 DG4845.The modeled gravity was interpolated from observed gravity values.
 DG4845
 DG4845. The following values were computed from the NAD 83(2011) position.
 DG4845
 DG4845;                    North         East     Units Scale Factor Converg.
 DG4845;SPC WI S     -    63,533.081   693,636.746   MT  1.00003791   +0 47 00.7
 DG4845;SPC WI S     -   208,441.45  2,275,706.56   sFT  1.00003791   +0 47 00.7
 DG4845;UTM  16      - 4,714,311.986   347,357.852   MT  0.99988667   -1 15 29.5
 DG4845
 DG4845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4845!SPC WI S     -   0.99995897  x   1.00003791  =   0.99999688
 DG4845!UTM  16      -   0.99995897  x   0.99988667  =   0.99984565
 DG4845
 DG4845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4735714311(NAD 83)
 DG4845
 DG4845                          SUPERSEDED SURVEY CONTROL
 DG4845
 DG4845  NAD 83(2007)-  42 33 58.06534(N)    088 51 34.77122(W) AD(2002.00) 0
 DG4845  ELLIP H (02/10/07)  261.657  (m)                       GP(2002.00)    
 DG4845  NAD 83(1997)-  42 33 58.06530(N)    088 51 34.77147(W) AD(       ) 1
 DG4845  ELLIP H (04/02/04)  261.670  (m)                       GP(       ) 4 1
 DG4845  NAVD 88 (04/06/11)  295.382  (m)          969.10   (f) SUPERSEDED  2 1
 DG4845  NAVD 88 (07/26/07)  295.37   (m)  UNKNOWN  model used  GPS OBS        
 DG4845  NAVD 88 (04/02/04)  295.39   (m)  GEOID03  model used  GPS OBS        
 DG4845
 DG4845.Superseded values are not recommended for survey control.
 DG4845
 DG4845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4845.See file dsdata.pdf to determine how the superseded data were derived.
 DG4845
 DG4845_MARKER: DD = SURVEY DISK
 DG4845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4845_STAMPING: CLINTON N GPS 2002
 DG4845_MARK LOGO: WIDT
 DG4845_PROJECTION: FLUSH
 DG4845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4845+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2010
 DG4845
 DG4845  HISTORY     - Date     Condition        Report By
 DG4845  HISTORY     - 2001     MONUMENTED       WIDT
 DG4845  HISTORY     - 20070822 GOOD             WIDT
 DG4845  HISTORY     - 20100521 GOOD             TROTT
 DG4845
 DG4845                          STATION DESCRIPTION
 DG4845
 DG4845'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4845'THE STATION IS LOCATED ABOUT 18 KM SOUTHEAST OF JANESVILLE AND 15 KM
 DG4845'NORTHEAST OF BELOIT IN THE VILLAGE OF CLINTON.  OWNERSHIP--VILLAGE OF
 DG4845'CLINTON.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DG4845'43 WITH STATE HIGHWAY 140 (EXIT 6) IN THE VILLAGE OF CLINTON, GO SOUTH
 DG4845'ON STATE HIGHWAY 140 FOR 0.6 KM TO OGDEN AVENUE ON THE LEFT, TURN LEFT
 DG4845'AND GO EAST ON OGDEN AVENUE FOR 0.4 KM THE THE STATION ON THE LEFT.
 DG4845'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG4845'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DG4845'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH A
 DG4845'GRAVEL PARKING LOT.  THE STATION IS 3 M NORTH OF THE NORTHERN EDGE OF
 DG4845'A GRAVEL PARKING LOT FOR THE CLINTON FIRE DEPARTMENT, 45.1 M EAST OF A
 DG4845'FIRE HYDRANT, 37.0 M NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 DG4845'CLINTON FIRE DEPARTMENT, AND 0.9 M SOUTH OF A CHAINLINK FENCE.
 DG4845'---NOTE---THE STATION IS NORTHWEST AND NORTHEAST OF TWO ORANGE 4X4
 DG4845'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4845'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DG4845
 DG4845                          STATION RECOVERY (2007)
 DG4845
 DG4845'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4845'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3.0 M NORTH OF THE
 DG4845'NORTH OGDEN AVENUE CURB AND 0.8 M SOUTH OF AN ORANGE 4X4 PLASTIC GUARD
 DG4845'POST.  NOTE-- THE FIRE STATION GRAVEL PARKING LOT IN THE 2001
 DG4845'DESCRIPTION IS NOW OGDEN AVENUE.
 DG4845
 DG4845                          STATION RECOVERY (2010)
 DG4845
 DG4845'RECOVERY NOTE BY TROTTER AND ASSOCIATES 2010 (JMM)
 DG4845'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5155 ***********************************************************************
 DH5155  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5155  DESIGNATION -  CLINTON S GPS
 DH5155  PID         -  DH5155
 DH5155  STATE/COUNTY-  WI/VERNON
 DH5155  COUNTRY     -  US
 DH5155  USGS QUAD   -  DELL (2018)
 DH5155
 DH5155                         *CURRENT SURVEY CONTROL
 DH5155  ______________________________________________________________________
 DH5155* NAD 83(2011) POSITION- 43 38 37.84791(N) 090 42 02.22936(W)   ADJUSTED
 DH5155* NAD 83(2011) ELLIP HT-   361.676 (meters)        (06/27/12)   ADJUSTED
 DH5155* NAD 83(2011) EPOCH   -  2010.00
 DH5155* NAVD 88 ORTHO HEIGHT -   395.15  (meters)     1296.4   (feet) GPS OBS
 DH5155  ______________________________________________________________________
 DH5155  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5155  GEOID HEIGHT    -        -33.468 (meters)                     GEOID12A
 DH5155  GEOID HEIGHT    -        -33.465 (meters)                     GEOID18
 DH5155  NAD 83(2011) X  -    -56,530.849 (meters)                     COMP
 DH5155  NAD 83(2011) Y  - -4,622,792.650 (meters)                     COMP
 DH5155  NAD 83(2011) Z  -  4,379,790.438 (meters)                     COMP
 DH5155  LAPLACE CORR    -         -6.42  (seconds)                    DEFLEC18
 DH5155
 DH5155  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5155  Standards:
 DH5155         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5155            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5155  -------------------------------------------------------------------
 DH5155  NETWORK    0.27   0.41           0.12   0.10   0.21      0.07039266
 DH5155  -------------------------------------------------------------------
 DH5155  Click here for local accuracies and other accuracy information.
 DH5155
 DH5155.The horizontal coordinates were established by GPS observations
 DH5155.and adjusted by the National Geodetic Survey in June 2012.
 DH5155
 DH5155.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5155.been affixed to the stable North American tectonic plate. See 
 DH5155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5155
 DH5155.The horizontal coordinates are valid at the epoch date displayed above
 DH5155.which is a decimal equivalence of Year/Month/Day.
 DH5155
 DH5155.The orthometric height was determined by GPS observations and a
 DH5155.high-resolution geoid model using precise GPS observation and
 DH5155.processing techniques.
 DH5155
 DH5155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5155.GEOID18 height accuracy estimate available here.
 DH5155
 DH5155.Click photographs - Photos may exist for this station.
 DH5155
 DH5155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5155
 DH5155.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5155
 DH5155.The ellipsoidal height was determined by GPS observations
 DH5155.and is referenced to NAD 83.
 DH5155
 DH5155. The following values were computed from the NAD 83(2011) position.
 DH5155
 DH5155;                    North         East     Units Scale Factor Converg.
 DH5155;SPC WI S     -   182,854.328   543,474.915   MT  0.99994149   -0 28 53.0
 DH5155;SPC WI S     -   599,914.57  1,783,050.62   sFT  0.99994149   -0 28 53.0
 DH5155;UTM  15      - 4,834,885.939   685,452.420   MT  1.00002305   +1 35 14.7
 DH5155
 DH5155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5155!SPC WI S     -   0.99994329  x   0.99994149  =   0.99988478
 DH5155!UTM  15      -   0.99994329  x   1.00002305  =   0.99996634
 DH5155
 DH5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8545234885(NAD 83)
 DH5155
 DH5155                          SUPERSEDED SURVEY CONTROL
 DH5155
 DH5155  NAD 83(2007)-  43 38 37.84794(N)    090 42 02.23020(W) AD(2002.00) 0
 DH5155  ELLIP H (02/10/07)  361.707  (m)                       GP(2002.00)    
 DH5155  NAD 83(1997)-  43 38 37.84790(N)    090 42 02.23063(W) AD(       ) 1
 DH5155  ELLIP H (08/01/05)  361.700  (m)                       GP(       ) 2 1
 DH5155  NAVD 88 (07/26/07)  395.13   (m)  GEOID03  model used  GPS OBS        
 DH5155
 DH5155.Superseded values are not recommended for survey control.
 DH5155
 DH5155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5155.See file dsdata.pdf to determine how the superseded data were derived.
 DH5155
 DH5155_MARKER: DD = SURVEY DISK
 DH5155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5155_STAMPING: CLINTON S GPS 2004
 DH5155_MARK LOGO: WIDT
 DH5155_PROJECTION: FLUSH
 DH5155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5155+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2010
 DH5155
 DH5155  HISTORY     - Date     Condition        Report By
 DH5155  HISTORY     - 2003     MONUMENTED       WIDT
 DH5155  HISTORY     - 20100628 GOOD             WIDT
 DH5155
 DH5155                          STATION DESCRIPTION
 DH5155
 DH5155'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5155'OWNERSHIP--TOWNSHIP OF CLINTON.  TO REACH THE STATION FROM THE
 DH5155'JUNCTION OF COUNTY HIGHWAY D WITH COUNTY HIGHWAY P WEST ABOUT 6 MI
 DH5155'EAST OF THE CITY  OF WESTBY, GO SOUTHEAST ON COUNTY HIGHWAY D AND
 DH5155'COUNTY HIGHWAY P WEST FOR 2.0 MI TO  E. BLOOMINGDALE ROAD, TURN LEFT
 DH5155'AND GO EAST THEN NORTH ON E BLOOMINGDALE ROAD FOR 0.8  MI TO THE
 DH5155'STATION ON THE RIGHT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT
 DH5155'OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP
 DH5155'OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.
 DH5155'THE STATION IS 5.5 M EAST OF THE CENTERLINE OF E BLOOMINGDALE ROAD,
 DH5155'24.6 M SOUTH OF TELEHONE PEDESTAL --L9 A1B3--, 3.8 M WEST OF  A BARBED
 DH5155'WIRE FENCE, 1 M NORTH OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE,
 DH5155'1.0 M  NORTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M SOUTH
 DH5155'OF AN  ORANGE 4X4  PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS
 DH5155'NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5155'HORIZON.
 DH5155
 DH5155                          STATION RECOVERY (2010)
 DH5155
 DH5155'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5155'RECOVERED IN GOOD CONDITION.  NOTE---THE CONCRETE POST IS BADLY
 DH5155'CHIPPED ON THE WEST SIDE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1344 ***********************************************************************
 PN1344  SACS        -  This is a Secondary Airport Control Station.
 PN1344  DESIGNATION -  CLINTONVILLE GPS
 PN1344  PID         -  PN1344
 PN1344  STATE/COUNTY-  WI/WAUPACA
 PN1344  COUNTRY     -  US
 PN1344  USGS QUAD   -  BEAR CREEK (2018)
 PN1344
 PN1344                         *CURRENT SURVEY CONTROL
 PN1344  ______________________________________________________________________
 PN1344* NAD 83(2011) POSITION- 44 37 07.61427(N) 088 44 10.22595(W)   ADJUSTED
 PN1344* NAD 83(2011) ELLIP HT-   212.820 (meters)        (06/27/12)   ADJUSTED
 PN1344* NAD 83(2011) EPOCH   -  2010.00
 PN1344* NAVD 88 ORTHO HEIGHT -   249.242 (meters)      817.72  (feet) ADJUSTED
 PN1344  ______________________________________________________________________
 PN1344  GEOID HEIGHT    -        -36.377 (meters)                     GEOID18
 PN1344  NAD 83(2011) X  -    100,302.459 (meters)                     COMP
 PN1344  NAD 83(2011) Y  - -4,546,492.113 (meters)                     COMP
 PN1344  NAD 83(2011) Z  -  4,457,442.555 (meters)                     COMP
 PN1344  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 PN1344  DYNAMIC HEIGHT  -        249.205 (meters)      817.60  (feet) COMP
 PN1344  MODELED GRAVITY -    980,464.4   (mgal)                       NAVD 88
 PN1344
 PN1344  VERT ORDER      -  SECOND    CLASS I
 PN1344
 PN1344  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PN1344  Standards:
 PN1344         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PN1344            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PN1344  -------------------------------------------------------------------
 PN1344  NETWORK    1.71   5.68           0.75   0.64   2.90      0.04754103
 PN1344  -------------------------------------------------------------------
 PN1344  Click here for local accuracies and other accuracy information.
 PN1344
 PN1344.This mark is at Clintonville Airport (CLI)
 PN1344
 PN1344.The horizontal coordinates were established by GPS observations
 PN1344.and adjusted by the National Geodetic Survey in June 2012.
 PN1344
 PN1344.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PN1344.been affixed to the stable North American tectonic plate. See 
 PN1344.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PN1344
 PN1344.The horizontal coordinates are valid at the epoch date displayed above
 PN1344.which is a decimal equivalence of Year/Month/Day.
 PN1344
 PN1344.The orthometric height was determined by differential leveling and
 PN1344.adjusted by the WI DEPT OF TRANSP
 PN1344.in May 2012.
 PN1344
 PN1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1344.GEOID18 height accuracy estimate available here.
 PN1344
 PN1344.Click photographs - Photos may exist for this station.
 PN1344
 PN1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1344
 PN1344.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1344
 PN1344.The ellipsoidal height was determined by GPS observations
 PN1344.and is referenced to NAD 83.
 PN1344
 PN1344.The dynamic height is computed by dividing the NAVD 88
 PN1344.geopotential number by the normal gravity value computed on the
 PN1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN1344.degrees latitude (g = 980.6199 gals.).
 PN1344
 PN1344.The modeled gravity was interpolated from observed gravity values.
 PN1344
 PN1344. The following values were computed from the NAD 83(2011) position.
 PN1344
 PN1344;                    North         East     Units Scale Factor Converg.
 PN1344;SPC WI C     -    88,057.992   700,298.262   MT  0.99995074   +0 53 30.2
 PN1344;SPC WI C     -   288,903.60  2,297,561.88   sFT  0.99995074   +0 53 30.2
 PN1344;UTM  16      - 4,942,069.355   362,258.294   MT  0.99983332   -1 13 10.8
 PN1344
 PN1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1344!SPC WI C     -   0.99996663  x   0.99995074  =   0.99991737
 PN1344!UTM  16      -   0.99996663  x   0.99983332  =   0.99979996
 PN1344
 PN1344:                Primary Azimuth Mark                     Grid Az
 PN1344:SPC WI C     -  CLINTONVILLE GPS AZ MK                   130 46 10.9
 PN1344:UTM  16      -  CLINTONVILLE GPS AZ MK                   132 52 51.9
 PN1344
 PN1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6225842069(NAD 83)
 PN1344
 PN1344|---------------------------------------------------------------------|
 PN1344| PID    Reference Object                     Distance      Geod. Az  |
 PN1344|                                                           dddmmss.s |
 PN1344| PN1351 CLINTONVILLE GPS AZ MK              APPROX. 0.5 KM 1313941.1 |
 PN1344|---------------------------------------------------------------------|
 PN1344
 PN1344                          SUPERSEDED SURVEY CONTROL
 PN1344
 PN1344  NAD 83(2007)-  44 37 07.61435(N)    088 44 10.22679(W) AD(2002.00) 0
 PN1344  ELLIP H (02/10/07)  212.858  (m)                       GP(2002.00)    
 PN1344  NAD 83(1997)-  44 37 07.61447(N)    088 44 10.22704(W) AD(       ) B
 PN1344  ELLIP H (05/03/99)  212.885  (m)                       GP(       ) 3 2
 PN1344  NAD 83(1991)-  44 37 07.61361(N)    088 44 10.22579(W) AD(       ) B
 PN1344  ELLIP H (06/11/91)  212.956  (m)                       GP(       ) 4 1
 PN1344  NAVD 88 (07/08/08)  249.218  (m)          817.64   (f) SUPERSEDED  2 1
 PN1344  NGVD 29 (06/11/91)  249.18   (m)  UNKNOWN  model used  GPS OBS        
 PN1344
 PN1344.Superseded values are not recommended for survey control.
 PN1344
 PN1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1344.See file dsdata.pdf to determine how the superseded data were derived.
 PN1344
 PN1344_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1344_STAMPING: CLINTONVILLE GPS
 PN1344_MARK LOGO: NGS
 PN1344_PROJECTION: FLUSH
 PN1344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1344+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 PN1344
 PN1344  HISTORY     - Date     Condition        Report By
 PN1344  HISTORY     - 1989     MONUMENTED       WIHD
 PN1344  HISTORY     - 19900729 GOOD
 PN1344  HISTORY     - 19900815 GOOD
 PN1344  HISTORY     - 19971210 GOOD             NGS
 PN1344  HISTORY     - 20020418 GOOD             WIDT
 PN1344  HISTORY     - 20051208 GOOD             WIDT
 PN1344  HISTORY     - 20101026 MARK NOT FOUND   WIDT
 PN1344  HISTORY     - 20120627 GOOD             WIDT
 PN1344
 PN1344                          STATION DESCRIPTION
 PN1344
 PN1344'DESCRIBED BY WI HIGHWAY DEPT 1989
 PN1344'THE STATION IS LOCATED ABOUT 48 KM (29.85 MI) NORTHWEST OF APPLETON,
 PN1344'61.0 KM (37.90 MI) WEST OF GREEN BAY, 22.0 KM (13.65 MI) SOUTHWEST OF
 PN1344'SHAWANO.  OWNERSHIP--CLINTONVILLE AIRPORT PROPERTY.  AIRPORT MANAGER,
 PN1344'DICK WRITT, PH. 715-823-6584.
 PN1344'THE STATION IS LOCATED AT THE CLINTONVILLE AIRPORT.  TO REACH FROM THE
 PN1344'JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 22, GO SOUTH FOR 1.28 KM
 PN1344'(0.80 MI) ON U.S. HIGHWAY 45 TO THE JUNCTION OF U.S. HIGHWAY 45 AND
 PN1344'COUNTY TRUNK HIGHWAY I.  TURN LEFT AND GO EAST FOR 3.36 KM (2.10 MI)
 PN1344'ON COUNTY TRUNK HIGHWAY I TO ITS JUNCTION WITH AIRPORT ROAD.  TURN
 PN1344'LEFT AND GO NORTH FOR 1.6 KM (1.00 MI) ON AIRPORT ROAD TO ITS JUNCTION
 PN1344'WITH 7TH STREET.  TURN LEFT AND GO WEST FOR 0.96 KM (0.60 MI) ON 7TH
 PN1344'STREET TO THE STATION ON THE LEFT.
 PN1344'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 PN1344'STAMPED--CLINTONVILLE GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER
 PN1344'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 0.84 M (2.8 FT)
 PN1344'SOUTH FROM A CARSONITE WITNESS POST, 38.7 M (127.0 FT) NORTH FROM THE
 PN1344'NORTH EDGE OF THE EAST-WEST TAXIWAY, 108.6 M (356.3 FT) SOUTH FROM THE
 PN1344'CENTER-LINE OF 7TH STREET.
 PN1344
 PN1344                          STATION RECOVERY (1990)
 PN1344
 PN1344'RECOVERED 1990
 PN1344'RECOVERED IN GOOD CONDITION.
 PN1344
 PN1344                          STATION RECOVERY (1990)
 PN1344
 PN1344'RECOVERED 1990
 PN1344'RECOVERED IN GOOD CONDITION.
 PN1344
 PN1344                          STATION RECOVERY (1997)
 PN1344
 PN1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PN1344'NOTE--THIS STATION WAS ORIGINALLY SELECTED AS A PAC FOR THE
 PN1344'CLINTONVILLE MUNICIPAL (CLI) AIRPORT BUT DUE TO SAFETY CONCERNS AND
 PN1344'RELUCTANCE OF AIRPORT PERSONNEL TO CLOSE A TAXIWAY FOR EXTENDED
 PN1344'PERIODS ANOTHER STATION WAS SELECTED AS THE PAC (SEE CLINTONVILLE GPS
 PN1344'2) .  THIS STATION MAY FULFILL THE REQUIREMENTS AS A SECONDARY AIRPORT
 PN1344'CONTROL (SAC) STATION.  THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI)
 PN1344'EAST OF CLINTONVILLE, AT THE CLINTONVILLE MUNICIPAL AIRPORT, ON THE
 PN1344'SOUTHWEST EDGE OF A TAXIWAY NEAR THE NORTHWEST CORNER OF THE AIRPORT.
 PN1344'OWNERSHIP-- THE CITY OF CLINTONVILLE, CITY HALL, 50 10TH STREET,
 PN1344'CLINTONVILLE, WI 54929.  PHONE 715-823-5819.  THE AIRPORT MANAGER IS
 PN1344'HERBERT BEHL, PHONE 715-823-7690.  TO REACH THE STATION FROM THE
 PN1344'JUNCTION OF U.S.  HUGHWAY 45 (WEST) AND STATE HIGHWAY 22 IN
 PN1344'CLINTONVILLE, GO NORTH ON HIGHWAY 22 FOR 0.24 KM (0.15 MI) TO THE
 PN1344'INTERSECTION OF 7TH STREET, TURN RIGHT AND GO EAST ON 7TH STREET FOR
 PN1344'2.5 KM (1.55 MI) TO THE AIRPORT ENTRANCE, TURN RIGHT AND GO SOUTH FOR
 PN1344'0.41 KM (0.25 MI) TO THE AIRPORT OFFICE, FROM THE EAST CORNER OF THE
 PN1344'OFFICE GO SOUTH ACROSS AN APRON FOR 75 METERS (246.1 FT) TO A TAXIWAY,
 PN1344'TURN RIGHT AND PROCEED NORTHWEST FOR 0.44 KM (0.25 MI) ALONG THE
 PN1344'TAXIWAY TO THE STATION ON THE LEFT.  THE STATION IS, 50.0 M (164.0 FT)
 PN1344'WEST OF THE CENTER OF THE JUNCTION OF THE WEST 1 OF 6 HANGER TAXIWAYS,
 PN1344'47.2 M (154.9 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF THE TAXIWAY
 PN1344'LEADING TO THE RUNWAY, 34.6 M (113.5 FT) EAST OF THE CORNER TAXIWAY
 PN1344'LIGHT, 9.7 M (31.8 FT) NORTHWEST OF THE 2ND TAXIWAY LIGHT SOUTHEAST OF
 PN1344'THE CORNER LIGHT, 5.0 M (16.4 FT) SOUTHWEST OF THE TAXIWAY CENTERLINE,
 PN1344'AND THE MONUMENT IS FLUSH WITH AND ON THE SOUTHWEST EDGE OF THE
 PN1344'TAXIWAY.  NOTE--DUE TO AIRPORT MODIFICATION THIS MARK CAN NOT BE FOUND
 PN1344'WITH THE OLD DESCRIPTIONS. ALSO NOTE THAT IF THIS STATION IS GOING TO
 PN1344'BE USED FOR MORE THEN A FEW MINUTES THE TAXIWAY WILL NEED TO BE
 PN1344'CLOSED.  THIS STATION HAD PREVIOUSLY BEEN DESIGNATED AS THE PAC
 PN1344'STATION BUT DUE TO SAFETY CONSIDERATIONS THE PAC STATION HAS BEEN
 PN1344'CHANGED TO CLINTONVILLE GPS 2.
 PN1344
 PN1344                          STATION RECOVERY (2002)
 PN1344
 PN1344'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 PN1344'AIRPORT MANAGER IS NOW DOUG ARNDT.
 PN1344
 PN1344                          STATION RECOVERY (2005)
 PN1344
 PN1344'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (EPS)
 PN1344'RECOVERED IN GOOD CONDITION.
 PN1344
 PN1344                          STATION RECOVERY (2010)
 PN1344
 PN1344'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PN1344'THE STATION WAS NOT FOUND.  THE TAXIWAY WAS RELOCATED TO THE SOUTHWEST
 PN1344'COVERING OR REMOVING THE STATION.  THE STATION SHOULD BE CONSIDERED TO
 PN1344'BE LOST.
 PN1344
 PN1344                          STATION RECOVERY (2012)
 PN1344
 PN1344'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (GRS)
 PN1344'A NEW TAXIWAY HAS BEEN CONSTRUCTED AND THE STATION IS NOW ON THE
 PN1344'OPPOSITE SIDE OF THE TAXIWAY FROM THE 1997 DESCRIPTION.  A NEW
 PN1344'DESCRIPTION FOLLOWS AS THERE ALSO HAVE BEEN CHANGES TO ROADS.  THE
 PN1344'STATION IS LOCATED APPROXIMATELY 1 MILE EAST OF CLINTONVILLE IN THE
 PN1344'NORTHWEST PORTION OF THE CLINTONVILLE MUNICIPAL AIRPORT.  THE AIRPORT
 PN1344'MANAGER IS MIKE MCCORD, 715-823-7685.
 PN1344'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (MADISON
 PN1344'STREET) WITH STATE HIGHWAY 22 (MAIN STREET) IN THE CITY OF
 PN1344'CLINTONVILLE, GO NORTH ON HIGHWAY 22 FOR 0.20 MI TO 7TH STREET, TURN
 PN1344'RIGHT AND GO EAST AND NORTHEAST ON 7TH STREET FOR 0.95 MI TO A FORK IN
 PN1344'THE ROAD, BEAR RIGHT AND CONTINUE EAST ON 7TH STREET FOR 0.55 MI TO
 PN1344'THE AIRPORT ENTRANCE ON THE RIGHT,
 PN1344'TURN RIGHT AND GO SOUTH ON AIRPORT ROAD FOR 0.1 MI TO A FORK IN THE
 PN1344'ROAD, BEAR RIGHT AND GO SOUTHWEST FOR 0.05 MI TO A VEHICLE ACCESS ROAD
 PN1344'ALONG THE NORTHEAST SIDE OF HANGERS, TURN RIGHT AND GO NORTHWEST FOR
 PN1344'0.15 MI TO THE SIXTH HANGER ACCESS ROAD IN FRONT OF HANGER DOORS,
 PN1344'TURN LEFT AND GO SOUTHWEST ON THE SIXTH HANGER ACCESS ROAD FOR 0.1 MI
 PN1344'TO A TAXIWAY PARALLEL TO RUNWAY 14/32 AND THE STATION ON THE RIGHT.
 PN1344'THE STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE
 PN1344'TOP OF A 40-CM-DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH WITH THE
 PN1344'GROUND AND ABOUT LEVEL WITH THE TAXIWAY PAVEMENT.
 PN1344'THE STATION IS 48.9 M NORTHWEST OF THE CENTERLINE OF THE SIXTH HANGER
 PN1344'ACCESS ROAD, 46.9 M SOUTHEAST OF THE EXTENDED CENTERLINE OF THE
 PN1344'NORTHEAST-SOUTHWEST TAXIWAY BETWEEN THE NORTHWEST END OF THE TAXIWAY
 PN1344'PARALLEL TO RUNWAY 14/32 AND THE NORTHWEST END OF RUNWAY 14/32, 40.8 M
 PN1344'NORTHWEST OF THE FIRST TAXIWAY MARKER NORTHWEST OF THE SIXTH HANGER
 PN1344'ACCESS ROAD,
 PN1344'6.6 M SOUTH-SOUTHEAST OF THE SIXTH TAXIWAY MARKER SOUTHEAST OF THE
 PN1344'NORTH CORNER OF THE TAXIWAY, AND 6.5 M NORTHEAST OF THE CENTERLINE OF
 PN1344'THE TAXIWAY PARALLEL TO RUNWAY 14/32.
 PN1344'THE STATION IS 1.0 M NORTHEAST OF THE NORTHEAST EDGE OF THE TAXIWAY
 PN1344'PAVEMENT.  THE TAXIWAY IS APPROXIMATELY 170 M NORTHEAST OF THE RUNWAY.
 PN1344'THERE IS NO WITNESS POST PRESENT.  NOTE -- THIS TAXIWAY HAS BEEN
 PN1344'RELOCATED TWICE SINCE THE 1989 DESCRIPTION WAS WRITTEN.
 PN1344'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AH5306 ***********************************************************************
 AH5306  PACS        -  This is a Primary Airport Control Station.
 AH5306  DESIGNATION -  CLINTONVILLE GPS 2
 AH5306  PID         -  AH5306
 AH5306  STATE/COUNTY-  WI/WAUPACA
 AH5306  COUNTRY     -  US
 AH5306  USGS QUAD   -  BEAR CREEK (2018)
 AH5306
 AH5306                         *CURRENT SURVEY CONTROL
 AH5306  ______________________________________________________________________
 AH5306* NAD 83(2011) POSITION- 44 37 04.64161(N) 088 44 08.75960(W)   ADJUSTED
 AH5306* NAD 83(2011) ELLIP HT-   212.507 (meters)        (06/27/12)   ADJUSTED
 AH5306* NAD 83(2011) EPOCH   -  2010.00
 AH5306* NAVD 88 ORTHO HEIGHT -   248.879 (meters)      816.53  (feet) ADJUSTED
 AH5306  ______________________________________________________________________
 AH5306  GEOID HEIGHT    -        -36.377 (meters)                     GEOID18
 AH5306  NAD 83(2011) X  -    100,336.198 (meters)                     COMP
 AH5306  NAD 83(2011) Y  - -4,546,555.613 (meters)                     COMP
 AH5306  NAD 83(2011) Z  -  4,457,377.019 (meters)                     COMP
 AH5306  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 AH5306  DYNAMIC HEIGHT  -        248.842 (meters)      816.41  (feet) COMP
 AH5306  MODELED GRAVITY -    980,464.4   (mgal)                       NAVD 88
 AH5306
 AH5306  VERT ORDER      -  SECOND    CLASS I
 AH5306
 AH5306  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5306  Standards:
 AH5306         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5306            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5306  -------------------------------------------------------------------
 AH5306  NETWORK    0.24   0.27           0.11   0.08   0.14      0.02565047
 AH5306  -------------------------------------------------------------------
 AH5306  Click here for local accuracies and other accuracy information.
 AH5306
 AH5306.This mark is at Clintonville Airport (CLI)
 AH5306
 AH5306.The horizontal coordinates were established by GPS observations
 AH5306.and adjusted by the National Geodetic Survey in June 2012.
 AH5306
 AH5306.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5306.been affixed to the stable North American tectonic plate. See 
 AH5306.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH5306
 AH5306.The horizontal coordinates are valid at the epoch date displayed above
 AH5306.which is a decimal equivalence of Year/Month/Day.
 AH5306
 AH5306.The orthometric height was determined by differential leveling and
 AH5306.adjusted by the WI DEPT OF TRANSP
 AH5306.in May 2012.
 AH5306
 AH5306.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5306.GEOID18 height accuracy estimate available here.
 AH5306
 AH5306.Click photographs - Photos may exist for this station.
 AH5306
 AH5306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5306
 AH5306.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5306
 AH5306.The ellipsoidal height was determined by GPS observations
 AH5306.and is referenced to NAD 83.
 AH5306
 AH5306.The dynamic height is computed by dividing the NAVD 88
 AH5306.geopotential number by the normal gravity value computed on the
 AH5306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5306.degrees latitude (g = 980.6199 gals.).
 AH5306
 AH5306.The modeled gravity was interpolated from observed gravity values.
 AH5306
 AH5306. The following values were computed from the NAD 83(2011) position.
 AH5306
 AH5306;                    North         East     Units Scale Factor Converg.
 AH5306;SPC WI C     -    87,966.751   700,332.013   MT  0.99995081   +0 53 31.2
 AH5306;SPC WI C     -   288,604.25  2,297,672.61   sFT  0.99995081   +0 53 31.2
 AH5306;UTM  16      - 4,941,976.944   362,288.657   MT  0.99983321   -1 13 09.7
 AH5306
 AH5306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5306!SPC WI C     -   0.99996668  x   0.99995081  =   0.99991749
 AH5306!UTM  16      -   0.99996668  x   0.99983321  =   0.99979990
 AH5306
 AH5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6228841976(NAD 83)
 AH5306
 AH5306                          SUPERSEDED SURVEY CONTROL
 AH5306
 AH5306  ELLIP H (09/06/11)  212.525  (m)                       GP(       ) 1 1
 AH5306  NAD 83(2007)-  44 37 04.64165(N)    088 44 08.76042(W) AD(2002.00) 0
 AH5306  ELLIP H (02/10/07)  212.544  (m)                       GP(2002.00)    
 AH5306  NAD 83(1997)-  44 37 04.64180(N)    088 44 08.76082(W) AD(       ) A
 AH5306  ELLIP H (04/28/99)  212.543  (m)                       GP(       ) 3 1
 AH5306  NAVD 88             248.86   (m)          816.5    (f) LEVELING    3  
 AH5306  NAVD 88 (07/08/08)  248.855  (m)          816.45   (f) SUPERSEDED  2 1
 AH5306  NAVD 88 (07/26/07)  248.81   (m)  GEOID03  model used  GPS OBS        
 AH5306  NAVD 88 (04/28/99)  248.90   (m)  GEOID96  model used  GPS OBS        
 AH5306
 AH5306.Superseded values are not recommended for survey control.
 AH5306
 AH5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5306.See file dsdata.pdf to determine how the superseded data were derived.
 AH5306
 AH5306_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5306_STAMPING: CLINTONVILLE GPS 2 1991
 AH5306_MARK LOGO: NGS
 AH5306_PROJECTION: FLUSH
 AH5306_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH5306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5306+STABILITY: SURFACE MOTION
 AH5306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5306+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 AH5306
 AH5306  HISTORY     - Date     Condition        Report By
 AH5306  HISTORY     - 1991     MONUMENTED       WIHD
 AH5306  HISTORY     - 19971207 GOOD             WIHD
 AH5306  HISTORY     - 20010609 GOOD             WIDT
 AH5306  HISTORY     - 20031210 GOOD             WIHD
 AH5306  HISTORY     - 20050705 GOOD             WIDT
 AH5306  HISTORY     - 20070108 GOOD             WIDT
 AH5306  HISTORY     - 20101026 GOOD             WIDT
 AH5306  HISTORY     - 20110101 GOOD             WIDT
 AH5306  HISTORY     - 20140801 GOOD             WIDT
 AH5306  HISTORY     - 20150201 GOOD             WIDT
 AH5306
 AH5306                          STATION DESCRIPTION
 AH5306
 AH5306'DESCRIBED BY WI HIGHWAY DEPT 1997 (CSM)
 AH5306'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR
 AH5306'CLINTONVILLE MUNICIPAL (CLI) AIRPORT.  THE STATION IS LOCATED ABOUT
 AH5306'2.42 KM (1.50 MI) EAST OF CLINTONVILLE, 64.41 KM (40.00 MI) WEST OF
 AH5306'GREEN BAY, AND 46.70 KM (29.00 MI) NORTHWEST OF APPLETON IN THE
 AH5306'NORTHWESTERN QUADRANT OF THE CLINTONVILLE MUNICIPAL AIRPORT.
 AH5306'OWNERSHIP--THE CITY OF CLINTONVILLE.  THE AIRPORT MANAGER IS HERB
 AH5306'BEHL, TELEPHONE 715-823-7690.  TO REACH THE STATION FROM THE JUNCTION
 AH5306'OF US HIGHWAY 45 (MADISON STREET) WITH STATE HIGHWAY 22 (MAIN STREET)
 AH5306'IN THE CITY OF CLINTONVILLE, GO NORTH 0.32 KM (0.20 MI) ON HIGHWAY 22
 AH5306'TO A TEE INTERSECTION WITH 7TH STREET, TURN RIGHT AND GO EAST AND
 AH5306'NORTHEAST 1.53 KM (0.95 MI) ON 7TH STREET TO A JUNCTION WITH KLEMP
 AH5306'ROAD AT A FORK IN THE ROAD, BEAR RIGHT AND GO EAST 0.89 KM (0.55 MI)
 AH5306'ON 7TH STREET TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT
 AH5306'AND GO SOUTH 0.16 KM (0.10 MI) TO A FORK IN THE ROAD (NOTE---THE
 AH5306'AIRPORT OFFICE IS ABOUT 0.32 KM (0.20 MI) FARTHER TO THE SOUTH) , TURN
 AH5306'RIGHT AND GO SOUTHWEST 0.08 KM (0.05 MI) TO A ROAD RIGHT RUNNING ALONG
 AH5306'THE NORTHEAST SIDE OF THE HANGER AREA, TURN RIGHT AND GO NORTHWEST
 AH5306'0.16 KM (0.10 MI) ALONG THE NORTHEAST SIDE OF THE HANGER AREA TO A
 AH5306'ROAD LEFT BETWEEN THE FOURTH AND FIFTH ROWS OF HANGERS, TURN LEFT AND
 AH5306'GO SOUTHWEST 0.16 KM (0.10 MI) ON A TAXIWAY/ROAD BETWEEN THE FOURTH
 AH5306'AND FIFTH ROWS OF HANGERS TO A TAXIWAY ON THE SOUTHWEST SIDE OF THE
 AH5306'HANGER AREA AND PARALLEL TO RUNWAY 14/32, CROSS THE PARALLEL TAXIWAY
 AH5306'AND CONTINUE SOUTHWEST 39.0 M (128.0 FT) TO THE STATION ON THE LEFT IN
 AH5306'A GRASS AREA.  THE STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK
 AH5306'DISK SET IN THE TOP OF A 40 CM (16-INCH) DIAMETER, 6-FOOT-DEEP
 AH5306'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE TAXIWAY
 AH5306'PAVEMENT.  THE STATION IS 39.0 M (128.0 FT) SOUTHWEST OF THE SOUTHWEST
 AH5306'EDGE OF THE PARALLEL TAXIWAY, IN LINE WITH THE NORTHWEST SIDE OF THE
 AH5306'MOST SOUTHWESTERLY HANGER IN THE FOURTH ROW OF HANGERS, 80.15 M
 AH5306'(262.96 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE MOST
 AH5306'SOUTHWESTERLY HANGER IN THE FIFTH ROW OF HANGERS, 42.2 M (138.5 FT)
 AH5306'SOUTH OF THE FOURTH REFLECTIVE TAXIWAY MARKER ON THE SOUTHWEST SIDE OF
 AH5306'THE PARALLEL TAXIWAY COUNTING FROM THE INTERSECTION WITH A TAXIWAY
 AH5306'LEADING TO THE NORTHWEST END OF RUNWAY 14/23, 49.0 M (160.8 FT) WEST
 AH5306'OF THE FIFTH REFLECTIVE TAXIWAY MARKER, AND 0.98 M (3.22 FT) NORTHEAST
 AH5306'OF AN ORANGE FIBERGLASS WITNESS POST. NOTE---THIS STATION WAS
 AH5306'CALCULATED TO BE APPROXIMATELY 128 M (419.9 FT) NORTH OF STATION AP
 AH5306'STA B (PIN PN0284) AND 97 M (318.2 FT) SOUTH OF STATION CLINTONVILLE
 AH5306'GPS (PIN PN1344) .
 AH5306
 AH5306                          STATION RECOVERY (2001)
 AH5306
 AH5306'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 AH5306'RECOVERED AS DESCRIBED.
 AH5306
 AH5306                          STATION RECOVERY (2003)
 AH5306
 AH5306'RECOVERY NOTE BY WI HIGHWAY DEPT 2003 (TSS)
 AH5306'RECOVERED AS DESCRIBED.
 AH5306
 AH5306                          STATION RECOVERY (2005)
 AH5306
 AH5306'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AH5306'RECOVERED IN GOOD CONDITION.
 AH5306
 AH5306                          STATION RECOVERY (2007)
 AH5306
 AH5306'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 AH5306'RECOVERED AS DESCRIBED.  ---NOTE---THE CLINTONVILLE MUNICIPAL AIRPORT
 AH5306'CONTACT PHONE NUMBER IS (715)823-7685.
 AH5306
 AH5306                          STATION RECOVERY (2010)
 AH5306
 AH5306'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 AH5306'RECOVERED IN GOOD CONDITION.  NOTE1---THE TAXIWAY WAS RELOCATED TO THE
 AH5306'SOUTHWEST.  THE STATION IS NOW 32.5 M SOUTHWEST OF THE CENTERLINE OF
 AH5306'THE TAXIWAY AND 27.1 M SOUTHWEST OF THE SOUTHWEST EDGE OF THE TAXIWAY.
 AH5306'NOTE2---THE AIRPORT IS STAFFED ON A PART TIME BASIS.  CONTACT THE CITY
 AH5306'OF CLINTONVILLE PUBLIC WORKS OFFICE AT 715-823-7685.  MIKE MCCORD IS
 AH5306'THE ADMINISTRATOR AT CELL NUMBER 715-250-0220.
 AH5306'NOTE3---THE GATE TO THE AIRPORT IS OPEN DURING DAYLIGHT HOURS.
 AH5306
 AH5306                          STATION RECOVERY (2011)
 AH5306
 AH5306'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (EPS)
 AH5306'RECOVERED AS DESCRIBED.
 AH5306
 AH5306                          STATION RECOVERY (2014)
 AH5306
 AH5306'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 AH5306'RECOVERED AS DESCRIBED.
 AH5306
 AH5306                          STATION RECOVERY (2015)
 AH5306
 AH5306'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 AH5306'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1351 ***********************************************************************
 PN1351  DESIGNATION -  CLINTONVILLE GPS AZ MK
 PN1351  PID         -  PN1351
 PN1351  STATE/COUNTY-  WI/WAUPACA
 PN1351  COUNTRY     -  US
 PN1351  USGS QUAD   -  BEAR CREEK (2018)
 PN1351
 PN1351                         *CURRENT SURVEY CONTROL
 PN1351  ______________________________________________________________________
 PN1351* NAD 83(1997) POSITION- 44 36 56.68228(N) 088 43 53.02496(W)   ADJUSTED
 PN1351* NAD 83(1997) ELLIP HT-   212.137 (meters)        (09/30/02)   ADJUSTED
 PN1351* NAVD 88 ORTHO HEIGHT -   248.490 (meters)      815.25  (feet) ADJUSTED
 PN1351  ______________________________________________________________________
 PN1351  GEOID HEIGHT    -        -36.377 (meters)                     GEOID18
 PN1351  NAD 83(1997) X  -    100,686.840 (meters)                     COMP
 PN1351  NAD 83(1997) Y  - -4,546,720.208 (meters)                     COMP
 PN1351  NAD 83(1997) Z  -  4,457,201.868 (meters)                     COMP
 PN1351  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 PN1351  DYNAMIC HEIGHT  -        248.453 (meters)      815.13  (feet) COMP
 PN1351  MODELED GRAVITY -    980,464.6   (mgal)                       NAVD 88
 PN1351
 PN1351  HORZ ORDER      -  FIRST
 PN1351  VERT ORDER      -  SECOND    CLASS I
 PN1351  ELLP ORDER      -  FOURTH    CLASS I
 PN1351
 PN1351.This mark is at Clintonville Airport (CLI)
 PN1351
 PN1351.The horizontal coordinates were established by GPS observations
 PN1351.and adjusted by the National Geodetic Survey in September 2002.
 PN1351
 PN1351.The orthometric height was determined by differential leveling and
 PN1351.adjusted by the WI DEPT OF TRANSP
 PN1351.in May 2012.
 PN1351
 PN1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1351.GEOID18 height accuracy estimate available here.
 PN1351
 PN1351.Click photographs - Photos may exist for this station.
 PN1351
 PN1351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1351
 PN1351.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1351
 PN1351.The ellipsoidal height was determined by GPS observations
 PN1351.and is referenced to NAD 83.
 PN1351
 PN1351.The dynamic height is computed by dividing the NAVD 88
 PN1351.geopotential number by the normal gravity value computed on the
 PN1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN1351.degrees latitude (g = 980.6199 gals.).
 PN1351
 PN1351.The modeled gravity was interpolated from observed gravity values.
 PN1351
 PN1351. The following values were computed from the NAD 83(1997) position.
 PN1351
 PN1351;                    North         East     Units Scale Factor Converg.
 PN1351;SPC WI C     -    87,726.515   700,682.693   MT  0.99995098   +0 53 42.4
 PN1351;SPC WI C     -   287,816.07  2,298,823.14   sFT  0.99995098   +0 53 42.4
 PN1351;UTM  16      - 4,941,723.981   362,630.207   MT  0.99983206   -1 12 58.4
 PN1351
 PN1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1351!SPC WI C     -   0.99996674  x   0.99995098  =   0.99991772
 PN1351!UTM  16      -   0.99996674  x   0.99983206  =   0.99979880
 PN1351
 PN1351:                Primary Azimuth Mark                     Grid Az
 PN1351:SPC WI C     -  CLINTONVILLE GPS                         310 46 10.8
 PN1351:UTM  16      -  CLINTONVILLE GPS                         312 52 51.6
 PN1351
 PN1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6263041723(NAD 83)
 PN1351
 PN1351|---------------------------------------------------------------------|
 PN1351| PID    Reference Object                     Distance      Geod. Az  |
 PN1351|                                                           dddmmss.s |
 PN1351| PN1350 ARP                                 223.123 METERS 17551     |
 PN1351| PN1344 CLINTONVILLE GPS                    APPROX. 0.5 KM 3113953.2 |
 PN1351|---------------------------------------------------------------------|
 PN1351
 PN1351                          SUPERSEDED SURVEY CONTROL
 PN1351
 PN1351  NAD 83(1991)-  44 36 56.68137(N)    088 43 53.02370(W) AD(       ) 1
 PN1351  ELLIP H (08/19/91)  212.200  (m)                       GP(       ) 4 1
 PN1351  NAVD 88 (07/08/08)  248.466  (m)          815.18   (f) SUPERSEDED  2 1
 PN1351  NGVD 29 (08/19/91)  248.5    (m)  UNKNOWN  model used  GPS OBS        
 PN1351
 PN1351.Superseded values are not recommended for survey control.
 PN1351
 PN1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1351.See file dsdata.pdf to determine how the superseded data were derived.
 PN1351
 PN1351_MARKER: DZ = AZIMUTH MARK DISK
 PN1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1351_STAMPING: CLINTONVILLE GPS 1989
 PN1351_MARK LOGO: NGS
 PN1351_PROJECTION: FLUSH
 PN1351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1351+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 PN1351
 PN1351  HISTORY     - Date     Condition        Report By
 PN1351  HISTORY     - 1989     MONUMENTED       WIHD
 PN1351  HISTORY     - 19900815 GOOD
 PN1351  HISTORY     - 20020418 GOOD             WIDT
 PN1351  HISTORY     - 20051208 GOOD             WIDT
 PN1351  HISTORY     - 20101026 GOOD             WIDT
 PN1351  HISTORY     - 20120627 GOOD             WIDT
 PN1351
 PN1351                          STATION DESCRIPTION
 PN1351
 PN1351'DESCRIBED BY WI HIGHWAY DEPT 1989
 PN1351'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST OF CLINTONVILLE, AT
 PN1351'THE CLINTONVILLE MUNICIPAL AIRPORT, IN THE GRASSY FIELD SOUTHEAST OF
 PN1351'THE APRON AND EAST OF THE TAXIWAY LEADING SOUTH TO THE JUNCTION OF
 PN1351'THE RUNWAYS.  OWNERSHIP--CITY OF CLINTONVILLE, CITY HALL, 50 10TH
 PN1351'STREET, CLINTONVILLE, WI 54929, PHONE 715-823-5819.  AIRPORT MANAGER
 PN1351'IS HERBERT BEHL, PHONE 715-823-6584.
 PN1351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45, STATE
 PN1351'HIGHWAY 22 AND COUNTY ROAD C IN CLINTONVILLE, GO NORTH ON COMBINED
 PN1351'HIGHWAYS 45 AND 22 FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF 7TH
 PN1351'STREET ON THE RIGHT, TURN RIGHT, EAST, ON 7TH STREET FOR 2.6 KM
 PN1351'(1.6 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT, TURN RIGHT,
 PN1351'SOUTH-SOUTHEASTERLY, ON THE ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO
 PN1351'THE APRON, GO SOUTHWEST ACROSS THE APRON TO THE JUNCTION OF THE
 PN1351'TAXIWAYS AND THE STATION ON THE LEFT ABOUT 53.34 M (175.00 FT)
 PN1351'SOUTHEAST IN THE OPEN FIELD.
 PN1351'THE STATION IS LOCATED, 54.8 M (179.8 FT) SOUTHEAST OF THE SOUTHEAST
 PN1351'EDGE OF THE APRON, 58.2 M (190.9 FT) EAST OF THE CENTER THE TAXIWAY,
 PN1351'39.3 M (128.9 FT) EAST-SOUTHEAST OF THE SOUTH WOODEN LEG OF A
 PN1351'BILLBOARD SIGN (WELCOME TO CLINTONVILLE) AND 1.0 M (3.3 FT) NORTHWEST
 PN1351'OF A FIBERGLASS WITNESS POST.
 PN1351
 PN1351                          STATION RECOVERY (1990)
 PN1351
 PN1351'RECOVERED 1990
 PN1351'RECOVERED IN GOOD CONDITION.
 PN1351
 PN1351                          STATION RECOVERY (2002)
 PN1351
 PN1351'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 PN1351'AIRPORT MANAGER IS NOW DOUG ARNDT.
 PN1351
 PN1351                          STATION RECOVERY (2005)
 PN1351
 PN1351'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (EPS)
 PN1351'RECOVERED IN GOOD CONDITION.
 PN1351
 PN1351                          STATION RECOVERY (2010)
 PN1351
 PN1351'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 PN1351'RECOVERED IN GOOD CONDITION.  NOTE1---THE AIRPORT IS STAFFED ON A PART
 PN1351'TIME BASIS.  CONTACT THE CITY OF CLINTONVILLE PUBLIC WORKS OFFICE AT
 PN1351'715-823-7685.  MIKE MCCORD IS THE ADMINISTRATOR AT CELL NUMBER
 PN1351'715-250-0220.  NOTE2---THE GATE TO THE AIRPORT IS OPEN DURING DAYLIGHT
 PN1351'HOURS.
 PN1351
 PN1351                          STATION RECOVERY (2012)
 PN1351
 PN1351'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (GRS)
 PN1351'A NEW DESCRIPTION FOLLOWS AS THERE HAVE BEEN CHANGES TO ROADS AND
 PN1351'TAXIWAYS.  THE STATION IS LOCATED APPROXIMATELY 1 MILE EAST OF
 PN1351'CLINTONVILLE NEAR THE CENTER OF THE CLINTONVILLE MUNICIPAL AIRPORT.
 PN1351'THE AIRPORT MANAGER IS MIKE MCCORD, 715-823-7685.
 PN1351'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (MADISON
 PN1351'STREET) WITH STATE HIGHWAY 22 (MAIN STREET) IN THE CITY OF
 PN1351'CLINTONVILLE, GO NORTH ON HIGHWAY 22 FOR 0.20 MI TO 7TH STREET, TURN
 PN1351'RIGHT AND GO EAST AND NORTHEAST ON 7TH STREET FOR 0.95 MI TO A FORK IN
 PN1351'THE ROAD, BEAR RIGHT AND CONTINUE EAST ON 7TH STREET FOR 0.55 MI TO
 PN1351'THE AIRPORT ENTRANCE ON THE RIGHT,
 PN1351'TURN RIGHT AND GO SOUTH ON AIRPORT ROAD FOR 0.1 MI TO A FORK IN THE
 PN1351'ROAD, BEAR RIGHT AND GO SOUTHWEST FOR 0.05 MI TO A TURN IN THE ROAD TO
 PN1351'THE LEFT, CONTINUE SOUTHEAST FOR 0.1 MI TO THE APRON, CONTINUE
 PN1351'SOUTHEAST FOR 0.05 MI ACROSS THE APRON TO A TAXIWAY AT THE SOUTHEAST
 PN1351'EDGE OF THE APRON AND PARALLEL TO RUNWAY 04/22,
 PN1351'TURN RIGHT AND GO SOUTHWEST ALONG THE TAXIWAY FOR 0.05 MI TO THE
 PN1351'STATION ON THE LEFT.  THE STATION IS 14.6 M SOUTHEAST OF THE SOUTHEAST
 PN1351'EDGE OF THE PAVEMENT FOR THE TAXIWAY PARALLEL TO RUNWAY 4/22,  58.2 M
 PN1351'EAST-NORTHEAST OF THE JUNCTION OF THE TAXIWAY PARALLEL TO RUNWAY 4/22
 PN1351'WITH THE TAXIWAY ORIENTED NEARLY DUE NORTH-SOUTH,
 PN1351'39.3 M NORTHEAST OF A WELCOME TO CLINTONVILLE SIGN, AND 1.0 M
 PN1351'NORTHWEST OF AN ORANGE CARSONITE WITNESS POST.
 PN1351'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0662 ***********************************************************************
 OM0662  DESIGNATION -  CLOUD RESET
 OM0662  PID         -  OM0662
 OM0662  STATE/COUNTY-  WI/FOND DU LAC
 OM0662  COUNTRY     -  US
 OM0662  USGS QUAD   -  SAINT CLOUD (2018)
 OM0662
 OM0662                         *CURRENT SURVEY CONTROL
 OM0662  ______________________________________________________________________
 OM0662* NAD 83(1991) POSITION- 43 46 59.12012(N) 088 11 26.03818(W)   ADJUSTED
 OM0662* NAVD 88 ORTHO HEIGHT -   357.    (meters)     1171.    (feet) SCALED
 OM0662  ______________________________________________________________________
 OM0662  GEOID HEIGHT    -        -35.660 (meters)                     GEOID18
 OM0662  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 OM0662  HORZ ORDER      -  SECOND
 OM0662
 OM0662.The horizontal coordinates were established by classical geodetic methods
 OM0662.and adjusted by the National Geodetic Survey in November 1991.
 OM0662
 OM0662.The orthometric height was scaled from a topographic map.
 OM0662
 OM0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0662.GEOID18 height accuracy estimate available here.
 OM0662
 OM0662.Click photographs - Photos may exist for this station.
 OM0662
 OM0662.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0662
 OM0662. The following values were computed from the NAD 83(1991) position.
 OM0662
 OM0662;                    North         East     Units Scale Factor Converg.
 OM0662;SPC WI S     -   199,666.962   745,637.459   MT  0.99995472   +1 14 35.8
 OM0662;SPC WI S     -   655,074.02  2,446,312.23   sFT  0.99995472   +1 14 35.8
 OM0662;UTM  16      - 4,848,470.212   404,200.047   MT  0.99971288   -0 49 25.9
 OM0662
 OM0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0662!SPC WI S     -   0.99994961  x   0.99995472  =   0.99990433
 OM0662!UTM  16      -   0.99994961  x   0.99971288  =   0.99966250
 OM0662
 OM0662:                Primary Azimuth Mark                     Grid Az
 OM0662:SPC WI S     -  ST ANNA CATHOLIC CHURCH SPIRE            023 28 00.0
 OM0662:UTM  16      -  ST ANNA CATHOLIC CHURCH SPIRE            025 32 01.7
 OM0662
 OM0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0420048470(NAD 83)
 OM0662
 OM0662|---------------------------------------------------------------------|
 OM0662| PID    Reference Object                     Distance      Geod. Az  |
 OM0662|                                                           dddmmss.s |
 OM0662| OM0653 NEW HOLSTEIN MUNICIPAL TANK         APPROX.20.0 KM 0224908.4 |
 OM0662| OM0652 ST ANNA CATHOLIC CHURCH SPIRE       APPROX.13.7 KM 0244235.8 |
 OM0662| CI8393 CLOUD RM 1                           11.966 METERS 09021     |
 OM0662| CI8392 CLOUD AZ MK                                        1821524.3 |
 OM0662| CI8396 CLOUD RM 4                           68.958 METERS 20257     |
 OM0662| CI8394 CLOUD RM 2                           26.807 METERS 27016     |
 OM0662| CI8395 CLOUD RM 3                           26.778 METERS 27046     |
 OM0662| OM0704 MT CALVARY HOLY CROSS CATH CH       APPROX. 6.6 KM 3130140.3 |
 OM0662| OM0665 MARYTOWN ST MARYS CATH CH           APPROX.14.3 KM 3554442.3 |
 OM0662|---------------------------------------------------------------------|
 OM0662
 OM0662                          SUPERSEDED SURVEY CONTROL
 OM0662
 OM0662  NAD 83(1986)-  43 46 59.11033(N)    088 11 26.03991(W) AD(       ) 2
 OM0662  NAD 27      -  43 46 59.13700(N)    088 11 25.68300(W) AD(       ) 2
 OM0662
 OM0662.Superseded values are not recommended for survey control.
 OM0662
 OM0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0662.See file dsdata.pdf to determine how the superseded data were derived.
 OM0662
 OM0662_MARKER: DH = HORIZONTAL CONTROL DISK
 OM0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0662_STAMPING: CLOUD 1953 1978
 OM0662_MARK LOGO: NGS
 OM0662_PROJECTION: RECESSED 33 CENTIMETERS
 OM0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0662+STABILITY: SURFACE MOTION
 OM0662
 OM0662  HISTORY     - Date     Condition        Report By
 OM0662  HISTORY     - 1953     MONUMENTED       CGS
 OM0662  HISTORY     - 1960     GOOD             CGS
 OM0662  HISTORY     - 1974     MARK NOT FOUND   USGS
 OM0662  HISTORY     - 1978     GOOD             NGS
 OM0662
 OM0662                          STATION DESCRIPTION
 OM0662
 OM0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0662'THE STATION IS LOCATED ABOUT 5 MILES WEST OF GREENBUSH, 3 MILES
 OM0662'SOUTH OF ST. CLOUD AND ON THE PROPERTY OF MR. A. KARL.  IT IS
 OM0662'118 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 7 FEET EAST OF
 OM0662'A WHITE WITNESS POST AND 3 FEET SOUTH OF A FENCE LINE.  THE
 OM0662'MARK IS FLUSH AND THE DISK IS STAMPED CLOUD 1953.
 OM0662'
 OM0662'REFERENCE MARK NO. 1 IS 5 FEET WEST OF A CLUSTER OF 5 ELM TREES
 OM0662'AND 3 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT
 OM0662'6 INCHES AND THE DISK IS STAMPED CLOUD NO 1 1953.
 OM0662'
 OM0662'REFERENCE MARK NO. 2 IS 29 FEET EAST OF THE CENTER OF A GRAVEL
 OM0662'ROAD, 9 FEET EAST OF A FENCE LINE AND 3 FEET SOUTH OF A FENCE
 OM0662'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CLOUD NO 2
 OM0662'1953.
 OM0662'
 OM0662'AZIMUTH MARK IS 59 FEET NORTHEAST OF THE INTERSECTION OF A
 OM0662'GRAVEL T ROAD, 26 FEET NORTH OF A GRAVEL ROAD AND 3 FEET NORTHEAST
 OM0662'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 OM0662'THE DISK IS STAMPED CLOUD 1953.
 OM0662'
 OM0662'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN GREENBUSH, GO
 OM0662'WEST ON STATE HIGHWAY 23 FOR 4.8 MILES TO THE JUNCTION OF HIGHWAY
 OM0662'23 AND COUNTY HIGHWAY G, CONTINUE AHEAD FOR 1.0 MILES TO A
 OM0662'CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.7 MILE TO A GRAVEL
 OM0662'T ROAD AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TO REACH
 OM0662'THE STATION CONTINUE NORTH FOR 0.4 MILE TO THE STATION ON THE
 OM0662'RIGHT AS DESCRIBED.
 OM0662'
 OM0662'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OM0662
 OM0662                          STATION RECOVERY (1960)
 OM0662
 OM0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 OM0662'STATION AND R.M. NO. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OM0662'R.M. NO. 2 REMOVED TO PLACE UNKNOWN, A NEW R.M. NO. 3 WAS SET.
 OM0662'AZIMUTH MARK DOOMED AND OBSTRUCTED WAS DESTROYED BY THE
 OM0662'UNDERSIGNED ON 28 MAY 1960.
 OM0662'
 OM0662'ABOUT 1.1 MILES SOUTHERLY ON G COUNTY HIGHWAY (MAIN ROAD TO
 OM0662'DUNDEE) FROM ST. CLAUDIUS CATHOLIC CHURCH IN ST. CLOUD THENCE
 OM0662'1.0 MILES W ON CCC COUNTY HWY.  THENCE 1.7 MILES S ON GRAVEL
 OM0662'ROAD TO STATION ON LEFT, ESTIMATED 40 YARDS SE OF SUMMIT OF
 OM0662'HILL, 118 FEET E OF CENTER LINE OF ROAD, 3 FEET S OF ROCK-PILED
 OM0662'PROPERTY-LINE FENCE, 1.5 FEET WSW OF STEEL WITNESS POST,
 OM0662'STANDARD DISK STAMPED CLOUD 1953 IN NOTE 1A MARK IS FLUSH WITH
 OM0662'THE GROUND.
 OM0662'
 OM0662'REFERENCE STAMPED CLOUD NO 1 1953, NOTE 11A, PROJECTS 0.3
 OM0662'FOOT, IS 158 E OF CENTER LINE OF ROAD AND 2.5 FEET S OF THE
 OM0662'FENCE LINE.
 OM0662'
 OM0662'REFERENCE STAMPED CLOUD NO. 3 1960, NOTE 11B, PROJECTS 0.4
 OM0662'FOOT, AND IS 96 FEET N OF PROJECTED PLANE OF N WALL OF FRAME
 OM0662'HOUSE OF A. KARL, 30 FEET E OF CENTER LINE OF ROAD, 2 FEET S
 OM0662'OF FENCE, AND 1.8 FEET S OF STEEL WITNESS POST.
 OM0662'
 OM0662'ST. CLAUDIUS SPIRE APPEARS BELOW THE HORIZON AS VIEWED FROM
 OM0662'THE STATION.
 OM0662
 OM0662                          STATION RECOVERY (1974)
 OM0662
 OM0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OM0662'ROAD DESCRIPTION PLACES MARK IN PAVEMENT, PROBABLY DESTROYED.
 OM0662'
 OM0662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION
 OM0662'IS LOCATED 5 MILES WEST OF GREENBUSH
 OM0662
 OM0662                          STATION RECOVERY (1978)
 OM0662
 OM0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OM0662'STATION MARK AND REFERENCE MARK 3 FOUND IN GOOD CONDITION.  REFERENCE
 OM0662'MARK 1 NOT FOUND AND ASSUMED PLOWED OUT OF THE GROUND.  THE DISTANCE
 OM0662'TO REFERENCE MARK 3 CHECKED.  THE DIRECTION WAS LESS BY 1-MINUTE
 OM0662'AND 29.6 SECONDS FROM THE 1960 DATA.
 OM0662'
 OM0662'THE STATION IS 118.0 FEET EAST OF THE CENTERLINE OF HILLVIEW ROAD,
 OM0662'216.9 FEET EAST NORTHEAST OF NORTHEAST CORNER OF FRAME HOUSE, 111.1
 OM0662'FEET SOUTHEAST OF A TELEPHONE POLE, 229.0 FEET NORTHEAST OF A
 OM0662'TELEPHONE POLE AND 88 FEET EAST OF A METAL WITNESS POST.  THE MARK
 OM0662'IS UNDERGROUND 13 INCHES AND THE DISK STAMPED CLOUD 1953 1978.
 OM0662'
 OM0662'REFERENCE MARK 3 IS 68 FEET SOUTH OF A TELEPHONE POLE, 30 FEET EAST
 OM0662'OF THE CENTERLINE OF THE ROAD AND 2 FEET SOUTH OF A METAL WITNESS
 OM0662'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED CLOUD NO 3
 OM0662'1960.
 OM0662'
 OM0662'REFERENCE MARK 4 IS 31 FEET EAST OF THE CENTERLINE OF THE ROAD AND
 OM0662'3 FEET NORTH NORTHEAST OF A TELEPHONE POLE.  THE MARK IS FLUSH AND
 OM0662'THE DISK STAMPED CLOUD 1953 NO 4 1978.
 OM0662'
 OM0662'TO REACH THE STATION FROM THE POST OFFICE IN ST. CLOUD, GO SOUTH ON
 OM0662'COUNTY ROAD G FOR 1.85 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 OM0662'ON GLEN ROAD FOR 1.0 MILE TO CROSSROADS.  TURN LEFT AND GO SOUTH ON
 OM0662'HILLVIEW ROAD FOR 1.0 MILE TO STATION ON THE LEFT AS DESCRIBED.
 OM0662'MR. JOSEPH SIPPEL IS NOW THE PROPERTY OWNER AND LIVES ABOUT 0.05
 OM0662'MILE NORTH OF STATION AND REQUESTED THAT THE STATION BE LOWERED
 OM0662'BELOW PLOW DEPTH.
 OM0662'
 OM0662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 OM0662'SOUTHWEST OF ST CLOUD.
 OM0662'
 OM0662'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1069 ***********************************************************************
 PN1069  DESIGNATION -  CLOVER
 PN1069  PID         -  PN1069
 PN1069  STATE/COUNTY-  WI/WAUPACA
 PN1069  COUNTRY     -  US
 PN1069  USGS QUAD   -  SCANDINAVIA (2018)
 PN1069
 PN1069                         *CURRENT SURVEY CONTROL
 PN1069  ______________________________________________________________________
 PN1069* NAD 83(1991) POSITION- 44 27 15.06921(N) 089 08 59.98234(W)   ADJUSTED
 PN1069* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 PN1069  ______________________________________________________________________
 PN1069  GEOID HEIGHT    -        -36.303 (meters)                     GEOID18
 PN1069  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 PN1069  HORZ ORDER      -  FIRST
 PN1069
 PN1069.The horizontal coordinates were established by classical geodetic methods
 PN1069.and adjusted by the National Geodetic Survey in November 1991.
 PN1069
 PN1069.The orthometric height was scaled from a topographic map.
 PN1069
 PN1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1069.GEOID18 height accuracy estimate available here.
 PN1069
 PN1069.Click photographs - Photos may exist for this station.
 PN1069
 PN1069.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1069
 PN1069. The following values were computed from the NAD 83(1991) position.
 PN1069
 PN1069;                    North         East     Units Scale Factor Converg.
 PN1069;SPC WI C     -    69,341.964   667,650.010   MT  0.99996766   +0 35 59.1
 PN1069;SPC WI C     -   227,499.43  2,190,448.41   sFT  0.99996766   +0 35 59.1
 PN1069;UTM  16      - 4,924,568.459   328,945.611   MT  0.99995984   -1 30 21.9
 PN1069
 PN1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1069!SPC WI C     -   0.99996007  x   0.99996766  =   0.99992773
 PN1069!UTM  16      -   0.99996007  x   0.99995984  =   0.99991991
 PN1069
 PN1069:                Primary Azimuth Mark                     Grid Az
 PN1069:SPC WI C     -  SCANDI                                   056 13 22.9
 PN1069:UTM  16      -  SCANDI                                   058 19 43.9
 PN1069
 PN1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2894524568(NAD 83)
 PN1069
 PN1069|---------------------------------------------------------------------|
 PN1069| PID    Reference Object                     Distance      Geod. Az  |
 PN1069|                                                           dddmmss.s |
 PN1069| PN1070 SCANDI                              APPROX. 1.1 KM 0564922.0 |
 PN1069|---------------------------------------------------------------------|
 PN1069
 PN1069                          SUPERSEDED SURVEY CONTROL
 PN1069
 PN1069  NAD 83(1986)-  44 27 15.06559(N)    089 08 59.99026(W) AD(       ) 1
 PN1069  NAD 27      -  44 27 15.13300(N)    089 08 59.59600(W) AD(       ) 1
 PN1069
 PN1069.Superseded values are not recommended for survey control.
 PN1069
 PN1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1069.See file dsdata.pdf to determine how the superseded data were derived.
 PN1069
 PN1069_MARKER: DS = TRIANGULATION STATION DISK
 PN1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1069_STAMPING: CLOVER 1926
 PN1069_MARK LOGO: CGS
 PN1069_PROJECTION: RECESSED 30 CENTIMETERS
 PN1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1069+STABILITY: SURFACE MOTION
 PN1069
 PN1069  HISTORY     - Date     Condition        Report By
 PN1069  HISTORY     - 1926     MONUMENTED       CGS
 PN1069  HISTORY     - 1928     SEE DESCRIPTION  CGS
 PN1069  HISTORY     - 1935     MARK NOT FOUND   WIGS
 PN1069
 PN1069                          STATION DESCRIPTION
 PN1069
 PN1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1069'THIS STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY
 PN1069'APPROXIMATELY 1/2 MILE W OF DEPOT AT SCANDINAVIA, ON SAME
 PN1069'CURVE AS DEPOT, 430 METERS E OF POINT OF TANGENCY, ABOUT 200
 PN1069'FEET S OF TRACK.
 PN1069'
 PN1069'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 PN1069'CONCRETE.
 PN1069
 PN1069                          STATION RECOVERY (1928)
 PN1069
 PN1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (JSB)
 PN1069'STATION MARKS FOUND IN GOOD CONDITION AND UNDISTURBED.  STATION
 PN1069'REMARKED AS FOLLOWS--THE LOWER MARK IS A TABLET REFERENCE
 PN1069'MARK SET IN A BLOCK OF CONCRETE 12 INCHES SQUARE BY 6 INCHES
 PN1069'IN VERTICAL THICKNESS, THE MARK IS 30 INCHES BELOW THE SURFACE
 PN1069'OF THE GROUND.  THE UPPER MARK IS A TABLET STATION MARK SET
 PN1069'IN A BLOCK ON CONCRETE, 14 INCHES SQUARE BY 12 INCHES IN
 PN1069'VERTICAL THICKNESS, THE MARK IS 12 INCHES BELOW THE SURFACE
 PN1069'OF THE GROUND.
 PN1069'
 PN1069'THE STATION IS ON A KNOLL IN A CULTIVATED FIELD ON LAND,
 PN1069'OWNED BY MR. S. STEPHENSON, ABOUT 1/4 MILE E OF MR. STEPHENSONS
 PN1069'HOUSE, 112 PACES S OF THE RAILROAD TRACK AND 1/2 MILE W OF THE
 PN1069'DEPOT AT SCANDINAVIA ON A CURVE EXTENDING FROM NEAR THE DEPOT,
 PN1069'WESTWARD TO ABOUT 430 METERS W OF THE STATION.
 PN1069'
 PN1069'NOTE--STATION RE-MARKED BY J.S. BILBY, MAY 23, 1928, IN
 PN1069'ACCORDANCE WITH THE WISHES OF MR. STEPHENSON.
 PN1069
 PN1069                          STATION RECOVERY (1935)
 PN1069
 PN1069'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PN1069'BOTH DESCRIPTIONS INADEQUATE.  I TOOK TWO MEASUREMENTS OF 200
 PN1069'FEET S OF TRACK AND MARKED THE CURVE OF THE TRACK.  SOIL
 PN1069'FULL OF GRAVEL SO COULD NOT USE MY ROD.  DUG INTO THE GROUND WITH
 PN1069'A PICK 14 INCHES ALL ALONG THE CURVE.  I DUG ALL ALONG THE
 PN1069'KNOLL EACH WAY UNTIL I WAS OFF THE KNOLL.  STATION WAS NOT
 PN1069'LOCATED.  SEARCHED - ABOUT FOUR HOURS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5271 ***********************************************************************
 DN5271  DESIGNATION -  CLOVER CREEK GPS
 DN5271  PID         -  DN5271
 DN5271  STATE/COUNTY-  WI/PRICE
 DN5271  COUNTRY     -  US
 DN5271  USGS QUAD   -  PIKE LAKE NW (2018)
 DN5271
 DN5271                         *CURRENT SURVEY CONTROL
 DN5271  ______________________________________________________________________
 DN5271* NAD 83(2011) POSITION- 45 53 18.17178(N) 090 10 33.38495(W)   ADJUSTED
 DN5271* NAD 83(2011) ELLIP HT-   440.908 (meters)        (04/15/13)   ADJUSTED
 DN5271* NAD 83(2011) EPOCH   -  2010.00
 DN5271* NAVD 88 ORTHO HEIGHT -   471.684 (meters)     1547.52  (feet) ADJUSTED
 DN5271  ______________________________________________________________________
 DN5271  GEOID HEIGHT    -        -30.776 (meters)                     GEOID18
 DN5271  NAD 83(2011) X  -    -13,657.213 (meters)                     COMP
 DN5271  NAD 83(2011) Y  - -4,447,522.103 (meters)                     COMP
 DN5271  NAD 83(2011) Z  -  4,556,937.159 (meters)                     COMP
 DN5271  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 DN5271  DYNAMIC HEIGHT  -        471.665 (meters)     1547.45  (feet) COMP
 DN5271  MODELED GRAVITY -    980,560.3   (mgal)                       NAVD 88
 DN5271
 DN5271  VERT ORDER      -  SECOND    CLASS I
 DN5271
 DN5271  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5271  Standards:
 DN5271         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5271            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5271  -------------------------------------------------------------------
 DN5271  NETWORK    0.81   1.59           0.36   0.30   0.81      0.00434945
 DN5271  -------------------------------------------------------------------
 DN5271  Click here for local accuracies and other accuracy information.
 DN5271
 DN5271.The horizontal coordinates were established by GPS observations
 DN5271.and adjusted by the National Geodetic Survey in April 2013.
 DN5271
 DN5271.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5271.been affixed to the stable North American tectonic plate. See 
 DN5271.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5271
 DN5271.The horizontal coordinates are valid at the epoch date displayed above
 DN5271.which is a decimal equivalence of Year/Month/Day.
 DN5271
 DN5271.The orthometric height was determined by differential leveling and
 DN5271.adjusted by the WI DEPT OF TRANSP
 DN5271.in May 2012.
 DN5271
 DN5271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5271.GEOID18 height accuracy estimate available here.
 DN5271
 DN5271.Click photographs - Photos may exist for this station.
 DN5271
 DN5271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5271
 DN5271.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5271
 DN5271.The ellipsoidal height was determined by GPS observations
 DN5271.and is referenced to NAD 83.
 DN5271
 DN5271.The dynamic height is computed by dividing the NAVD 88
 DN5271.geopotential number by the normal gravity value computed on the
 DN5271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5271.degrees latitude (g = 980.6199 gals.).
 DN5271
 DN5271.The modeled gravity was interpolated from observed gravity values.
 DN5271
 DN5271. The following values were computed from the NAD 83(2011) position.
 DN5271
 DN5271;                    North         East     Units Scale Factor Converg.
 DN5271;SPC WI N     -    80,229.078   586,344.304   MT  0.99995718   -0 07 36.9
 DN5271;SPC WI N     -   263,218.23  1,923,697.94   sFT  0.99995718   -0 07 36.9
 DN5271;UTM  15      - 5,085,524.568   719,110.125   MT  1.00019025   +2 01 42.4
 DN5271
 DN5271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5271!SPC WI N     -   0.99993088  x   0.99995718  =   0.99988807
 DN5271!UTM  15      -   0.99993088  x   1.00019025  =   1.00012112
 DN5271
 DN5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1911085524(NAD 83)
 DN5271
 DN5271                          SUPERSEDED SURVEY CONTROL
 DN5271
 DN5271  NAD 83(2007)-  45 53 18.17186(N)    090 10 33.38555(W) AD(2002.00) 1
 DN5271  ELLIP H (04/06/12)  440.921  (m)                       GP(2002.00) 1 1
 DN5271  NAVD 88             471.68   (m)         1547.5    (f) LEVELING    3  
 DN5271
 DN5271.Superseded values are not recommended for survey control.
 DN5271
 DN5271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5271.See file dsdata.pdf to determine how the superseded data were derived.
 DN5271
 DN5271_MARKER: DD = SURVEY DISK
 DN5271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5271_STAMPING: CLOVER CREEK GPS 2006
 DN5271_MARK LOGO: WIDT
 DN5271_PROJECTION: FLUSH
 DN5271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5271+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2010
 DN5271
 DN5271  HISTORY     - Date     Condition        Report By
 DN5271  HISTORY     - 2005     MONUMENTED       WIDT
 DN5271  HISTORY     - 20100714 GOOD             WIDT
 DN5271
 DN5271                          STATION DESCRIPTION
 DN5271
 DN5271'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5271'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (FLAMBEAU
 DN5271'AVENUE) WITH STATE HIGHWAY 70 (OAK STREET) IN THE COMMUNITY OF
 DN5271'FIFIELD, GO EAST ON STATE HIGHWAY 70 FOR 10.9 MI (17.5 KM) TO CLOVER
 DN5271'CREEK ROAD (FOREST ROAD 513).  CONTINUE EAST ON STATE HIGHWAY 70 FOR
 DN5271'1.17 MI (1.9 KM) TO THE STATION ON THE RIGHT.
 DN5271'
 DN5271'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5271'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5271'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN5271'GROUND AND APPROXIMATELY 0.7 M (2.3 FT) LOWER THAN THE HIGHWAY
 DN5271'PAVEMENT.
 DN5271'
 DN5271'THE STATION IS 13.2 M (43.3 FT) SOUTH OF THE CENTERLINE OF STATE
 DN5271'HIGHWAY 70, 0.25 MI (0.4 KM) WEST OF RILEY LAKE ROAD (FOREST ROAD
 DN5271'137), 72.5 M (237.9 FT) WEST-SOUTHWEST OF A -JCT 137 NATIONAL FOREST-
 DN5271'WOODEN SIGN POST AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC
 DN5271'GUARD POSTS SURROUNDING THE STATION.
 DN5271'
 DN5271'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5271'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2781 ***********************************************************************
 DP2781  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2781  DESIGNATION -  CLOVER GPS
 DP2781  PID         -  DP2781
 DP2781  STATE/COUNTY-  WI/BAYFIELD
 DP2781  COUNTRY     -  US
 DP2781  USGS QUAD   -  HERBSTER (2018)
 DP2781
 DP2781                         *CURRENT SURVEY CONTROL
 DP2781  ______________________________________________________________________
 DP2781* NAD 83(2011) POSITION- 46 47 20.31478(N) 091 14 59.53306(W)   ADJUSTED
 DP2781* NAD 83(2011) ELLIP HT-   204.478 (meters)        (05/27/14)   ADJUSTED
 DP2781* NAD 83(2011) EPOCH   -  2010.00
 DP2781* NAVD 88 ORTHO HEIGHT -   235.43  (meters)      772.4   (feet) GPS OBS
 DP2781  ______________________________________________________________________
 DP2781  GEOID HEIGHT    -        -30.956 (meters)                     GEOID18
 DP2781  NAD 83(2011) X  -    -95,429.243 (meters)                     COMP
 DP2781  NAD 83(2011) Y  - -4,373,914.312 (meters)                     COMP
 DP2781  NAD 83(2011) Z  -  4,625,883.095 (meters)                     COMP
 DP2781  LAPLACE CORR    -         -8.09  (seconds)                    DEFLEC18
 DP2781
 DP2781  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2781  Standards:
 DP2781         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2781            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2781  -------------------------------------------------------------------
 DP2781  NETWORK    0.51   0.73           0.22   0.20   0.37      0.04909286
 DP2781  -------------------------------------------------------------------
 DP2781  Click here for local accuracies and other accuracy information.
 DP2781
 DP2781.The horizontal coordinates were established by GPS observations
 DP2781.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2781
 DP2781.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2781.been affixed to the stable North American tectonic plate. See 
 DP2781.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2781
 DP2781.The horizontal coordinates are valid at the epoch date displayed above
 DP2781.which is a decimal equivalence of Year/Month/Day.
 DP2781
 DP2781.The orthometric height was determined by GPS observations and a
 DP2781.high-resolution geoid model using precise GPS observation and
 DP2781.processing techniques.
 DP2781
 DP2781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2781.GEOID18 height accuracy estimate available here.
 DP2781
 DP2781.Click photographs - Photos may exist for this station.
 DP2781
 DP2781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2781
 DP2781.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2781
 DP2781.The ellipsoidal height was determined by GPS observations
 DP2781.and is referenced to NAD 83.
 DP2781
 DP2781. The following values were computed from the NAD 83(2011) position.
 DP2781
 DP2781;                    North         East     Units Scale Factor Converg.
 DP2781;SPC WI N     -   181,069.138   504,569.784   MT  1.00000416   -0 54 05.8
 DP2781;SPC WI N     -   594,057.66  1,655,409.37   sFT  1.00000416   -0 54 05.8
 DP2781;UTM  15      - 5,183,201.359   633,576.310   MT  0.99981931   +1 16 32.7
 DP2781
 DP2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2781!SPC WI N     -   0.99996795  x   1.00000416  =   0.99997211
 DP2781!UTM  15      -   0.99996795  x   0.99981931  =   0.99978726
 DP2781
 DP2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3357683201(NAD 83)
 DP2781
 DP2781                          SUPERSEDED SURVEY CONTROL
 DP2781
 DP2781  NAVD 88 (05/27/14)  235.45   (m)  GEOID12A model used  GPS OBS        
 DP2781
 DP2781.Superseded values are not recommended for survey control.
 DP2781
 DP2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2781.See file dsdata.pdf to determine how the superseded data were derived.
 DP2781
 DP2781_MARKER: DD = SURVEY DISK
 DP2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2781_STAMPING: CLOVER GPS 2012
 DP2781_MARK LOGO: WIDT
 DP2781_PROJECTION: FLUSH
 DP2781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2781+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DP2781
 DP2781  HISTORY     - Date     Condition        Report By
 DP2781  HISTORY     - 2010     MONUMENTED       WIDT
 DP2781  HISTORY     - 20140101 GOOD             WIDT
 DP2781
 DP2781                          STATION DESCRIPTION
 DP2781
 DP2781'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2781'THE STATION IS 18.2 MI (29.3 KM) NORTHWEST OF WASHBURN, 8.2 MI (13.2
 DP2781'KM) SOUTHWEST OF CORNUCOPIA, AND 6.2 MI (10.0 KM) EAST OF PORT WING.
 DP2781'
 DP2781'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DP2781'HIGHWAY A IN THE TOWN OF PORT WING, GO NORTHEAST ON STATE HIGHWAY 13
 DP2781'FOR 7.4 MI (11.9 KM) TO THE COMMUNITY OF HERBSTER AND THE JUNCTION OF
 DP2781'LENAWEE ROAD ON THE RIGHT AND BARK POINT ROAD ON THE LEFT.  TURN RIGHT
 DP2781'AND GO SOUTH ON LENAWEE ROAD FOR 2.95 MI (4.7 KM) TO A LEFT CURVE IN
 DP2781'THE ROAD (LENAWEE ROAD BECOMES BARK RIVER ROAD).  CURVE LEFT AND
 DP2781'CONTINUE EAST FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DP2781'
 DP2781'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP2781'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP2781'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, APPROXIMATELY LEVEL
 DP2781'WITH THE ROAD SURFACE.  THE STATION IS 11 FT (3.4 M) NORTH OF THE EDGE
 DP2781'OF GRAVEL OF BARK RIVER ROAD, 99.3 FT (30.3 M) NORTHWEST OF A -RIGHT
 DP2781'TURN AHEAD- SIGN, 125 FT (38.1 M) NORTHEAST OF A 4 FT (1.2 M) GRAY
 DP2781'COMMUNICATION CABINET --LNBC 3 LP1--.  THE STATION IS ABOUT 780 FT
 DP2781'(237.7 M) EAST OF LENAWEE ROAD TO THE NORTH AND ABOUT 580 FT (176.8 M)
 DP2781'WEST OF LENAWEE ROAD TO THE SOUTH.  THE STATION IS IN THE CENTER OF A
 DP2781'TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD POSTS.
 DP2781'
 DP2781'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2781'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0860 ***********************************************************************
 RM0860  DESIGNATION -  CLOVERLAND
 RM0860  PID         -  RM0860
 RM0860  STATE/COUNTY-  WI/DOUGLAS
 RM0860  COUNTRY     -  US
 RM0860  USGS QUAD   -  OULU (2018)
 RM0860
 RM0860                         *CURRENT SURVEY CONTROL
 RM0860  ______________________________________________________________________
 RM0860* NAD 83(2011) POSITION- 46 42 07.86441(N) 091 34 22.39382(W)   ADJUSTED
 RM0860* NAD 83(2011) ELLIP HT-   210.605 (meters)        (06/27/12)   ADJUSTED
 RM0860* NAD 83(2011) EPOCH   -  2010.00
 RM0860* NAVD 88 ORTHO HEIGHT -   240.1   (meters)      788.    (feet) GPS OBS
 RM0860  ______________________________________________________________________
 RM0860  NAVD 88 orthometric height was determined with geoid model    GEOID93
 RM0860  GEOID HEIGHT    -         -28.70 (meters)                     GEOID93
 RM0860  GEOID HEIGHT    -        -29.397 (meters)                     GEOID18
 RM0860  NAD 83(2011) X  -   -120,279.452 (meters)                     COMP
 RM0860  NAD 83(2011) Y  - -4,380,335.600 (meters)                     COMP
 RM0860  NAD 83(2011) Z  -  4,619,275.961 (meters)                     COMP
 RM0860  LAPLACE CORR    -        -13.58  (seconds)                    DEFLEC18
 RM0860
 RM0860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RM0860  Standards:
 RM0860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RM0860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RM0860  -------------------------------------------------------------------
 RM0860  NETWORK    5.37  16.48           2.27   2.10   8.41      0.17573460
 RM0860  -------------------------------------------------------------------
 RM0860  Click here for local accuracies and other accuracy information.
 RM0860
 RM0860.The horizontal coordinates were established by GPS observations
 RM0860.and adjusted by the National Geodetic Survey in June 2012.
 RM0860
 RM0860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RM0860.been affixed to the stable North American tectonic plate. See 
 RM0860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RM0860
 RM0860.The horizontal coordinates are valid at the epoch date displayed above
 RM0860.which is a decimal equivalence of Year/Month/Day.
 RM0860
 RM0860.The orthometric height was determined by GPS observations and a
 RM0860.high-resolution geoid model.
 RM0860
 RM0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0860.GEOID18 height accuracy estimate available here.
 RM0860
 RM0860.Click photographs - Photos may exist for this station.
 RM0860
 RM0860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0860
 RM0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0860
 RM0860.The ellipsoidal height was determined by GPS observations
 RM0860.and is referenced to NAD 83.
 RM0860
 RM0860. The following values were computed from the NAD 83(2011) position.
 RM0860
 RM0860;                    North         East     Units Scale Factor Converg.
 RM0860;SPC WI N     -   171,861.031   479,718.608   MT  0.99998885   -1 08 04.7
 RM0860;SPC WI N     -   563,847.40  1,573,876.80   sFT  0.99998885   -1 08 04.7
 RM0860;UTM  15      - 5,173,058.781   609,097.816   MT  0.99974630   +1 02 19.5
 RM0860
 RM0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0860!SPC WI N     -   0.99996699  x   0.99998885  =   0.99995584
 RM0860!UTM  15      -   0.99996699  x   0.99974630  =   0.99971330
 RM0860
 RM0860:                Primary Azimuth Mark                     Grid Az
 RM0860:SPC WI N     -  CLOVERLAND AZ MK                         183 30 18.5
 RM0860:UTM  15      -  CLOVERLAND AZ MK                         181 19 54.3
 RM0860
 RM0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0909773058(NAD 83)
 RM0860
 RM0860|---------------------------------------------------------------------|
 RM0860| PID    Reference Object                     Distance      Geod. Az  |
 RM0860|                                                           dddmmss.s |
 RM0860| CJ2365 CLOVERLAND RM 1                      23.960 METERS 02705     |
 RM0860| CJ2364 CLOVERLAND AZ MK                                   1822213.8 |
 RM0860| RM0868 AMIN                                APPROX.21.8 KM 2661600.3 |
 RM0860| CJ2366 CLOVERLAND RM 2                      22.510 METERS 31840     |
 RM0860|---------------------------------------------------------------------|
 RM0860
 RM0860                          SUPERSEDED SURVEY CONTROL
 RM0860
 RM0860  NAD 83(2007)-  46 42 07.86219(N)    091 34 22.39779(W) AD(2002.00) 0
 RM0860  ELLIP H (02/10/07)  210.728  (m)                       GP(2002.00)    
 RM0860  NAD 83(1997)-  46 42 07.86471(N)    091 34 22.39562(W) AD(       ) B
 RM0860  ELLIP H (05/03/99)  210.696  (m)                       GP(       ) 3 2
 RM0860  NAD 83(1991)-  46 42 07.86465(N)    091 34 22.39382(W) AD(       ) B
 RM0860  ELLIP H (06/11/91)  210.684  (m)                       GP(       ) 4 1
 RM0860  NAD 83(1986)-  46 42 07.85822(N)    091 34 22.39288(W) AD(       ) 1
 RM0860  NAD 27      -  46 42 08.08500(N)    091 34 21.72300(W) AD(       ) 1
 RM0860  NGVD 29 (06/11/91)  240.0    (m)  UNKNOWN  model used  GPS OBS        
 RM0860
 RM0860.Superseded values are not recommended for survey control.
 RM0860
 RM0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0860.See file dsdata.pdf to determine how the superseded data were derived.
 RM0860
 RM0860_MARKER: DS = TRIANGULATION STATION DISK
 RM0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0860_STAMPING: CLOVERLAND 1952
 RM0860_MARK LOGO: CGS
 RM0860_PROJECTION: FLUSH
 RM0860_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RM0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0860+STABILITY: SURFACE MOTION
 RM0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0860+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2008
 RM0860
 RM0860  HISTORY     - Date     Condition        Report By
 RM0860  HISTORY     - 1952     MONUMENTED       CGS
 RM0860  HISTORY     - 1952     GOOD             CGS
 RM0860  HISTORY     - 1953     GOOD             CGS
 RM0860  HISTORY     - 1977     GOOD             NGS
 RM0860  HISTORY     - 19900107 GOOD             AEROS
 RM0860  HISTORY     - 19920315 GOOD             MNDT
 RM0860  HISTORY     - 20080726 GOOD             GEOCAC
 RM0860
 RM0860                          STATION DESCRIPTION
 RM0860
 RM0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 RM0860'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF BRULE AND
 RM0860'10-1/2 MILES SOUTHWEST OF PORT WING, ON THE EAST SIDE OF
 RM0860'STATE HIGHWAY 13.  IT IS 140 FEET SOUTH OF THE CENTERLINE
 RM0860'OF A FARM DRIVEWAY, 84 FEET EAST OF THE CENTERLINE OF STATE
 RM0860'HIGHWAY 13, 60 FEET WEST OF A FENCELINE AND 49 FEET EAST OF
 RM0860'A FENCELINE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 RM0860'DISK IS STAMPED CLOVERLAND 1952.
 RM0860'
 RM0860'REFERENCE MARK NO. 1 IS 61 FEET SOUTH OF THE CENTER OF FARM
 RM0860'DRIVEWAY AND 26 FEET WEST OF A FENCELINE.  THE MARK PROJECTS
 RM0860'ABOUT 3 INCHES AND THE DISK IS STAMPED CLOVERLAND NO 1 1952.
 RM0860'
 RM0860'REFERENCE MARK NO. 2 IS 64 FEET SOUTH OF THE CENTER OF FARM
 RM0860'DRIVEWAY AND 34 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 RM0860'13.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 RM0860'CLOVERLAND NO 2 1952.
 RM0860'
 RM0860'AZIMUTH MARK IS 34 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 RM0860'13, 2 FEET EAST OF A FENCELINE AND 1 FOOT NORTHEAST OF A
 RM0860'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 RM0860'DISK IS STAMPED CLOVERLAND 1952.
 RM0860'
 RM0860'TO REACH THE STATION FROM THE COURTHOUSE IN SUPERIOR, GO EAST
 RM0860'ON U.S. HIGHWAYS 53 AND 2 AND STATE HIGHWAY 13 FOR 8.1 MILES
 RM0860'TO WHERE STATE HIGHWAY 13 TURNS LEFT.  TURN LEFT AND GO
 RM0860'EASTERLY FOR 16.6 MILES TO THE CLOVERLAND STORE ON RIGHT.
 RM0860'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 13 FOR 5.25 MILES TO
 RM0860'A CROSSROADS AND STATE HIGHWAY 13 TURNS LEFT.  TURN LEFT AND
 RM0860'GO 1.55 MILES TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 RM0860'CONTINUE STRAIGHT AHEAD FOR 0.25 MILES TO STATION ON RIGHT
 RM0860'JUST BEFORE REACHING FARM HOME AS DESCRIBED.
 RM0860'
 RM0860'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RM0860
 RM0860                          STATION RECOVERY (1952)
 RM0860
 RM0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 RM0860'RECOVERED IN GOOD CONDITION.
 RM0860
 RM0860                          STATION RECOVERY (1953)
 RM0860
 RM0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0860'THE STATION WAS RECOVERED AS DESCRIBED IN 1952 AND ALL MARKS
 RM0860'WERE FOUND IN GOOD CONDITION.
 RM0860'
 RM0860'THE 1952 DESCRIPTION IS ADEQUATE.
 RM0860
 RM0860                          STATION RECOVERY (1977)
 RM0860
 RM0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0860'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 RM0860'CONDITION, AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  THE STATION
 RM0860'IS ON THE PROPERTY OF MR. ART LOINO, ROUTE 108, BRULE WIS. PHONE
 RM0860'NUMBER 738-2455.
 RM0860'
 RM0860'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 2, 53 AND STATE
 RM0860'HIGHWAY 13 ABOUT 8 MILES EAST OF SUPERIOR, GO NORTH ON STATE
 RM0860'HIGHWAY 13 FOR 16.6 MILES TO THE CLOVERLAND STORE ON THE
 RM0860'RIGHT.  CONTINUE AHEAD ON STATE HIGHWAY 13 FOR 5.35 MILES TO A
 RM0860'CROSSROAD AND STATE HIGHWAY 13 TURNS LEFT.  TURN LEFT AND GO 1.55
 RM0860'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.25
 RM0860'MILES, THE STATION ON THE RIGHT JUST BEFORE REACHING A FARM
 RM0860'HOUSE.
 RM0860'
 RM0860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0860'ABOUT 11 MILES N OF BRULE.
 RM0860
 RM0860                          STATION RECOVERY (1990)
 RM0860
 RM0860'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 RM0860'THE FENCES REFERENCED IN THE ORIGINAL DESCRIPTION ARE NO LONGER
 RM0860'PRESENT.  RM 1 SEARCHED FOR NOT FOUND.  RM 2 FOUND DESTROYED.
 RM0860'CLOVERLAND AZIMUTH WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 RM0860'ADDITIONAL INFORMATION.  CLOVERLAND AZIMUTH MARK IS SET INTO THE TOP
 RM0860'OF A SQUARE CONCRETE MONUMENT PROJECTING 15 CM ABOVE THE GROUND.
 RM0860'LOCATED 1.0 M (3.3 FT) NORTH FROM A POWERPOLE WITH A TRANSFORMER, 0.6
 RM0860'M (1.92 FT) WEST FROM A RIGHT-OF-WAY FENCE, 25.9 M (85.0 FT) SOUTH
 RM0860'FROM A FENCE CORNER.
 RM0860'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH OF BRULE, 16.9
 RM0860'KM (10.50 MI) SOUTHWEST OF PORT WING, AND 48.3 KM (30.00 MI)
 RM0860'EAST-SOUTHEAST OF SUPERIOR.  OWNERSHIP--MR. ART LIENO, BELLWOOD PIT
 RM0860'ROAD, BRULE, WI  54820 (UNDER CONTRACT).  JOHN SHAFSTALL, BOX 2109,
 RM0860'SOLON SPRING, WI  TELEPHONE 715-372-8087.
 RM0860'TO REACH THE STATION FROM THE JUNCTIONS OF STATE ROUTE 13 AND U.S.
 RM0860'HIGHWAYS 2 AND 53, 13.0 KM (8.10 MI) SOUTHEAST OF SUPERIOR, WISCONSIN,
 RM0860'GO EAST FOR 26.9 KM (16.70 MI) ON STATE ROUTE 13 TO THE GARAGE AND
 RM0860'SCHOOL AT THE COMMUNITY OF CLOVERLAND.  CONTINUE STRAIGHT AND GO EAST
 RM0860'FOR 8.7 KM (5.40 MI) ON STATE ROUTE 13 TO THE CROSSROADS AND JUNCTION
 RM0860'OF COUNTY ROAD H.  TURN LEFT AND GO NORTH FOR 2.89 KM (1.80 MI) ON
 RM0860'STATE ROUTE 13 TO THE STATION ON THE RIGHT.
 RM0860'THE STATION IS A STANDARD USCGS TRIANGULATION STATION DISK
 RM0860'STAMPED---CLOVERLAND 1952---, SET INTO THE TOP OF A SQUARE CONCRETE
 RM0860'MONUMENT 27 CM IN DIAMETER PROJECTING 2 CM ABOVE THE GROUND.  LOCATED
 RM0860'25.60 M (84.0 FT) EAST FROM THE CENTER-LINE OF STATE HIGHWAY 13, 3.75
 RM0860'M (12.3 FT) NORTH FROM AN 18 CM DIAMETER APPLE TREE, 42.67 M
 RM0860'(140.0 FT) SOUTH FROM THE CENTER-LINE OF A DRIVEWAY TO A FARM HOUSE,
 RM0860'AND 0.97 M (3.2 FT) WEST FROM A CARSONITE WITNESS POST.
 RM0860
 RM0860                          STATION RECOVERY (1992)
 RM0860
 RM0860'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 RM0860'THE STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 RM0860'DESCRIBED.  RM 1 WAS SEARCHED FOR AND NOT FOUND AND RM 2 WAS FOUND
 RM0860'DESTROYED.  RECOVERY NOTE BY DAVID, K.  HERDER, TYPED BY M.P.P.
 RM0860
 RM0860                          STATION RECOVERY (2008)
 RM0860
 RM0860'RECOVERY NOTE BY GEOCACHING 2008 (JR)
 RM0860'RECOVERED AS DESCRIBED. CONDITION OF MARK IS GOOD. DID NOT SEARCH FOR
 RM0860'RM'S.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2826 ***********************************************************************
 DP2826  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2826  DESIGNATION -  CLOVERLAND GPS
 DP2826  PID         -  DP2826
 DP2826  STATE/COUNTY-  WI/VILAS
 DP2826  COUNTRY     -  US
 DP2826  USGS QUAD   -  SAINT GERMAIN (2018)
 DP2826
 DP2826                         *CURRENT SURVEY CONTROL
 DP2826  ______________________________________________________________________
 DP2826* NAD 83(2011) POSITION- 45 58 18.00539(N) 089 24 49.49176(W)   ADJUSTED
 DP2826* NAD 83(2011) ELLIP HT-   483.715 (meters)        (05/27/14)   ADJUSTED
 DP2826* NAD 83(2011) EPOCH   -  2010.00
 DP2826* NAVD 88 ORTHO HEIGHT -   515.26  (meters)     1690.5   (feet) GPS OBS
 DP2826  ______________________________________________________________________
 DP2826  GEOID HEIGHT    -        -31.545 (meters)                     GEOID18
 DP2826  NAD 83(2011) X  -     45,438.856 (meters)                     COMP
 DP2826  NAD 83(2011) Y  - -4,440,688.568 (meters)                     COMP
 DP2826  NAD 83(2011) Z  -  4,563,407.212 (meters)                     COMP
 DP2826  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 DP2826
 DP2826  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2826  Standards:
 DP2826         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2826            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2826  -------------------------------------------------------------------
 DP2826  NETWORK    0.43   0.65           0.18   0.17   0.33     -0.02329186
 DP2826  -------------------------------------------------------------------
 DP2826  Click here for local accuracies and other accuracy information.
 DP2826
 DP2826.The horizontal coordinates were established by GPS observations
 DP2826.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2826
 DP2826.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2826.been affixed to the stable North American tectonic plate. See 
 DP2826.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2826
 DP2826.The horizontal coordinates are valid at the epoch date displayed above
 DP2826.which is a decimal equivalence of Year/Month/Day.
 DP2826
 DP2826.The orthometric height was determined by GPS observations and a
 DP2826.high-resolution geoid model using precise GPS observation and
 DP2826.processing techniques.
 DP2826
 DP2826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2826.GEOID18 height accuracy estimate available here.
 DP2826
 DP2826.Click photographs - Photos may exist for this station.
 DP2826
 DP2826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2826
 DP2826.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2826
 DP2826.The ellipsoidal height was determined by GPS observations
 DP2826.and is referenced to NAD 83.
 DP2826
 DP2826. The following values were computed from the NAD 83(2011) position.
 DP2826
 DP2826;                    North         East     Units Scale Factor Converg.
 DP2826;SPC WI N     -    89,638.562   645,433.578   MT  0.99995118   +0 25 22.5
 DP2826;SPC WI N     -   294,089.18  2,117,560.00   sFT  0.99995118   +0 25 22.5
 DP2826;UTM  16      - 5,093,732.493   313,004.363   MT  1.00002989   -1 44 09.5
 DP2826
 DP2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2826!SPC WI N     -   0.99992417  x   0.99995118  =   0.99987536
 DP2826!UTM  16      -   0.99992417  x   1.00002989  =   0.99995406
 DP2826
 DP2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1300493732(NAD 83)
 DP2826
 DP2826                          SUPERSEDED SURVEY CONTROL
 DP2826
 DP2826  NAVD 88 (05/27/14)  515.29   (m)  GEOID12A model used  GPS OBS        
 DP2826
 DP2826.Superseded values are not recommended for survey control.
 DP2826
 DP2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2826.See file dsdata.pdf to determine how the superseded data were derived.
 DP2826
 DP2826_MARKER: DD = SURVEY DISK
 DP2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2826_STAMPING: CLOVERLAND GPS 1993
 DP2826_MARK LOGO: WI-125
 DP2826_PROJECTION: RECESSED 4 CENTIMETERS
 DP2826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2826+STABILITY: SURFACE MOTION
 DP2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2826+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2014
 DP2826
 DP2826  HISTORY     - Date     Condition        Report By
 DP2826  HISTORY     - 1993     MONUMENTED       WI-125
 DP2826  HISTORY     - 20140101 GOOD             WIDT
 DP2826  HISTORY     - 20141016 GOOD             WI-125
 DP2826
 DP2826                          STATION DESCRIPTION
 DP2826
 DP2826'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2826'THE STATION IS LOCATED APPROXIMATELY 15.8 MI (25.4 KM) NORTHEAST OF
 DP2826'MINOCQUA, 9.4 MI (15.1 KM) SOUTHWEST OF CONOVER, AND 8.7 MI (14.0 KM)
 DP2826'NORTHWEST OF EAGLE RIVER.
 DP2826'
 DP2826'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY N WITH COUNTY
 DP2826'HIGHWAY G LOCATED ABOUT 13 MI (20.9 KM) NORTHWEST OF EAGLE RIVER AND 3
 DP2826'MI (4.8 KM) EAST OF SAYNER, GO SOUTHEAST ON COUNTY HIGHWAY G FOR 3.5
 DP2826'MI (5.6 KM) TO DADS LAKE ROAD ON THE LEFT, CONTINUE SOUTHEAST ON
 DP2826'COUNTY HIGHWAY G FOR 0.4 MI (0.6 KM) TO THE -HIGHWAY G LANDFILL- ON
 DP2826'THE RIGHT AND THE STATION ON THE RIGHT.
 DP2826'
 DP2826'THE STATION IS A BRONZE WISCONSIN COUNTY GPS NETWORK GEODETIC CONTROL
 DP2826'STATION DISK SET IN THE TOP OF A 30 CM (12 INCH) DIAMETER CONCRETE
 DP2826'POST, APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DP2826'THE STATION IS 14.0 M (45.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DP2826'COUNTY HIGHWAY G, 42.0 M (137.8 FT) EAST OF THE SOUTHEAST CORNER OF A
 DP2826'-HIGHWAY G LANDFILL- WOOD AND STONE SIGN, 13 M (42.7 FT)
 DP2826'EAST-SOUTHEAST OF THE DRIVEWAY ENTRANCE FOR THE HIGHWAY G LANDFILL,
 DP2826'6.2 M (20.3 FT) EAST-SOUTHEAST OF A METAL POST FOR A -STOP- SIGN, AND
 DP2826'LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4
 DP2826'GUARD POSTS.
 DP2826'
 DP2826'NOTE-THIS STATION IS OBSTRUCTED BY TREES TO THE NORTH AND A TREE TO
 DP2826'THE SOUTHWEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON, AND PINE
 DP2826'TREES TO THE SOUTH EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DP2826
 DP2826                          STATION RECOVERY (2014)
 DP2826
 DP2826'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2014 (ARJ)
 DP2826'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO6179 ***********************************************************************
 DO6179  DESIGNATION -  CLOVERLAND S GPS
 DO6179  PID         -  DO6179
 DO6179  STATE/COUNTY-  WI/DOUGLAS
 DO6179  COUNTRY     -  US
 DO6179  USGS QUAD   -  CLOVERLAND (2018)
 DO6179
 DO6179                         *CURRENT SURVEY CONTROL
 DO6179  ______________________________________________________________________
 DO6179* NAD 83(2011) POSITION- 46 40 36.33984(N) 091 38 27.52093(W)   ADJUSTED
 DO6179* NAD 83(2011) ELLIP HT-   219.583 (meters)        (05/27/14)   ADJUSTED
 DO6179* NAD 83(2011) EPOCH   -  2010.00
 DO6179* NAVD 88 ORTHO HEIGHT -   248.597 (meters)      815.61  (feet) ADJUSTED
 DO6179  ______________________________________________________________________
 DO6179  GEOID HEIGHT    -        -29.016 (meters)                     GEOID18
 DO6179  NAD 83(2011) X  -   -125,544.068 (meters)                     COMP
 DO6179  NAD 83(2011) Y  - -4,382,251.421 (meters)                     COMP
 DO6179  NAD 83(2011) Z  -  4,617,343.792 (meters)                     COMP
 DO6179  LAPLACE CORR    -        -11.34  (seconds)                    DEFLEC18
 DO6179  DYNAMIC HEIGHT  -        248.622 (meters)      815.69  (feet) COMP
 DO6179  MODELED GRAVITY -    980,705.6   (mgal)                       NAVD 88
 DO6179
 DO6179  VERT ORDER      -  SECOND    CLASS I
 DO6179
 DO6179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6179  Standards:
 DO6179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6179  -------------------------------------------------------------------
 DO6179  NETWORK    0.61   0.88           0.27   0.22   0.45      0.14155348
 DO6179  -------------------------------------------------------------------
 DO6179  Click here for local accuracies and other accuracy information.
 DO6179
 DO6179.The horizontal coordinates were established by GPS observations
 DO6179.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DO6179
 DO6179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6179.been affixed to the stable North American tectonic plate. See 
 DO6179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6179
 DO6179.The horizontal coordinates are valid at the epoch date displayed above
 DO6179.which is a decimal equivalence of Year/Month/Day.
 DO6179
 DO6179.The orthometric height was determined by differential leveling and
 DO6179.adjusted by the NATIONAL GEODETIC SURVEY
 DO6179.in February 2017.
 DO6179
 DO6179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6179.GEOID18 height accuracy estimate available here.
 DO6179
 DO6179.Click photographs - Photos may exist for this station.
 DO6179
 DO6179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6179
 DO6179.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6179
 DO6179.The ellipsoidal height was determined by GPS observations
 DO6179.and is referenced to NAD 83.
 DO6179
 DO6179.The dynamic height is computed by dividing the NAVD 88
 DO6179.geopotential number by the normal gravity value computed on the
 DO6179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6179.degrees latitude (g = 980.6199 gals.).
 DO6179
 DO6179.The modeled gravity was interpolated from observed gravity values.
 DO6179
 DO6179. The following values were computed from the NAD 83(2011) position.
 DO6179
 DO6179;                    North         East     Units Scale Factor Converg.
 DO6179;SPC WI N     -   169,140.821   474,453.923   MT  0.99998480   -1 11 01.5
 DO6179;SPC WI N     -   554,922.84  1,556,604.25   sFT  0.99998480   -1 11 01.5
 DO6179;UTM  15      - 5,170,141.633   603,941.332   MT  0.99973279   +0 59 19.6
 DO6179
 DO6179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6179!SPC WI N     -   0.99996558  x   0.99998480  =   0.99995038
 DO6179!UTM  15      -   0.99996558  x   0.99973279  =   0.99969838
 DO6179
 DO6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0394170141(NAD 83)
 DO6179
 DO6179                          SUPERSEDED SURVEY CONTROL
 DO6179
 DO6179  NAVD 88 (07/25/13)  248.608  (m)          815.64   (f) SUPERSEDED  2 1
 DO6179
 DO6179.Superseded values are not recommended for survey control.
 DO6179
 DO6179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6179.See file dsdata.pdf to determine how the superseded data were derived.
 DO6179
 DO6179_MARKER: DD = SURVEY DISK
 DO6179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO6179_STAMPING: CLOVERLAND S GPS 2010
 DO6179_MARK LOGO: WIDT
 DO6179_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6179+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DO6179
 DO6179  HISTORY     - Date     Condition        Report By
 DO6179  HISTORY     - 2010     MONUMENTED       WIDT
 DO6179  HISTORY     - 20120717 GOOD             WIDT
 DO6179
 DO6179                          STATION DESCRIPTION
 DO6179
 DO6179'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DO6179'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHEAST OF POPLAR, 9.1
 DO6179'MI (14.6 KM) NORTH-NORTHWEST OF BRULE, AND 7.1 MI (11.4 KM)
 DO6179'NORTH-NORTHEAST OF MAPLE.
 DO6179'
 DO6179'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DO6179'HIGHWAY O LOCATED APPROXIMATELY 10 MI (16.1 KM) NORTHEAST OF THE
 DO6179'VILLAGE OF POPLAR, GO EAST ON STATE HIGHWAY 13 FOR 0.25 MI (0.4 KM) TO
 DO6179'THE STATION ON THE LEFT.
 DO6179'
 DO6179'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DO6179'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DO6179'INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, PROJECTING 3 CM (1
 DO6179'INCH) ABOVE THE GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE
 DO6179'HIGHWAY PAVEMENT.  THE STATION IS 17.3 M (56.8 FT) NORTH OF THE
 DO6179'CENTERLINE OF STATE HIGHWAY 13, 43.2 M (141.7 FT) NORTH-NORTHEAST OF A
 DO6179'POWER POLE, 17 M (55.8 FT) WEST OF THE CENTER OF A GRAVEL FIELD
 DO6179'ENTRANCE, 14.7 M (48.2 FT) EAST OF A YELLOW METAL RIGHT-OF-WAY POST,
 DO6179'AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4
 DO6179'GUARD POSTS.
 DO6179'
 DO6179'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DO6179'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1735 ***********************************************************************
 DP1735  DESIGNATION -  CLOVERLAND S GPS
 DP1735  PID         -  DP1735
 DP1735  STATE/COUNTY-  WI/VILAS
 DP1735  COUNTRY     -  US
 DP1735  USGS QUAD   -  EAGLE RIVER WEST (2018)
 DP1735
 DP1735                         *CURRENT SURVEY CONTROL
 DP1735  ______________________________________________________________________
 DP1735* NAD 83(2011) POSITION- 45 54 41.44064(N) 089 22 25.36687(W)   ADJUSTED
 DP1735* NAD 83(2011) ELLIP HT-   461.275 (meters)        (05/27/14)   ADJUSTED
 DP1735* NAD 83(2011) EPOCH   -  2010.00
 DP1735* NAVD 88 ORTHO HEIGHT -   493.028 (meters)     1617.54  (feet) ADJUSTED
 DP1735  ______________________________________________________________________
 DP1735  GEOID HEIGHT    -        -31.747 (meters)                     GEOID18
 DP1735  NAD 83(2011) X  -     48,594.075 (meters)                     COMP
 DP1735  NAD 83(2011) Y  - -4,445,445.290 (meters)                     COMP
 DP1735  NAD 83(2011) Z  -  4,558,741.044 (meters)                     COMP
 DP1735  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 DP1735  DYNAMIC HEIGHT  -        493.006 (meters)     1617.47  (feet) COMP
 DP1735  MODELED GRAVITY -    980,554.2   (mgal)                       NAVD 88
 DP1735
 DP1735  VERT ORDER      -  SECOND    CLASS I
 DP1735
 DP1735  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1735  Standards:
 DP1735         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1735            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1735  -------------------------------------------------------------------
 DP1735  NETWORK    0.50   0.73           0.21   0.20   0.37     -0.00553483
 DP1735  -------------------------------------------------------------------
 DP1735  Click here for local accuracies and other accuracy information.
 DP1735
 DP1735.The horizontal coordinates were established by GPS observations
 DP1735.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP1735
 DP1735.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1735.been affixed to the stable North American tectonic plate. See 
 DP1735.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1735
 DP1735.The horizontal coordinates are valid at the epoch date displayed above
 DP1735.which is a decimal equivalence of Year/Month/Day.
 DP1735
 DP1735.The orthometric height was determined by differential leveling and
 DP1735.adjusted by the NATIONAL GEODETIC SURVEY
 DP1735.in February 2017.
 DP1735
 DP1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1735.GEOID18 height accuracy estimate available here.
 DP1735
 DP1735.Click photographs - Photos may exist for this station.
 DP1735
 DP1735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1735
 DP1735.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1735
 DP1735.The ellipsoidal height was determined by GPS observations
 DP1735.and is referenced to NAD 83.
 DP1735
 DP1735.The dynamic height is computed by dividing the NAVD 88
 DP1735.geopotential number by the normal gravity value computed on the
 DP1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1735.degrees latitude (g = 980.6199 gals.).
 DP1735
 DP1735.The modeled gravity was interpolated from observed gravity values.
 DP1735
 DP1735. The following values were computed from the NAD 83(2011) position.
 DP1735
 DP1735;                    North         East     Units Scale Factor Converg.
 DP1735;SPC WI N     -    82,976.318   648,588.859   MT  0.99995530   +0 27 06.4
 DP1735;SPC WI N     -   272,231.47  2,127,911.95   sFT  0.99995530   +0 27 06.4
 DP1735;UTM  16      - 5,086,955.684   315,906.735   MT  1.00001665   -1 42 19.6
 DP1735
 DP1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1735!SPC WI N     -   0.99992769  x   0.99995530  =   0.99988299
 DP1735!UTM  16      -   0.99992769  x   1.00001665  =   0.99994434
 DP1735
 DP1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1590686955(NAD 83)
 DP1735
 DP1735                          SUPERSEDED SURVEY CONTROL
 DP1735
 DP1735  NAVD 88 (03/19/14)  493.059  (m)         1617.64   (f) SUPERSEDED  2 1
 DP1735
 DP1735.Superseded values are not recommended for survey control.
 DP1735
 DP1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1735.See file dsdata.pdf to determine how the superseded data were derived.
 DP1735
 DP1735_MARKER: DD = SURVEY DISK
 DP1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1735_STAMPING: CLOVERLAND S GPS 2012
 DP1735_MARK LOGO: WIDT
 DP1735_PROJECTION: FLUSH
 DP1735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1735+STABILITY: SURFACE MOTION
 DP1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1735+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2015
 DP1735
 DP1735  HISTORY     - Date     Condition        Report By
 DP1735  HISTORY     - 2012     MONUMENTED       WIDT
 DP1735  HISTORY     - 20130910 GOOD             WIDT
 DP1735  HISTORY     - 20150528 GOOD             WI-125
 DP1735
 DP1735                          STATION DESCRIPTION
 DP1735
 DP1735'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1735'THE STATION IS LOCATED APPROXIMATELY 12.8 MI (20.6 KM) NORTHWEST OF
 DP1735'THREE LAKES, 5.9 MI (9.5 KM) WEST OF EAGLE RIVER AND 5.5 MI (8.8 KM)
 DP1735'EAST-NORTHEAST OF ST.GERMAIN.
 DP1735'
 DP1735'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DP1735'HIGHWAY 17, LOCATED APPROXIMATELY 2.0 MI (3.2 KM) SOUTHWEST OF EAGLE
 DP1735'RIVER, GO WEST ON STATE HIGHWAY 70 FOR 3.8 MI (6.1 KM) TO WILDERNESS
 DP1735'TRAIL ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 70 FOR 0.35 MI
 DP1735'(0.6 KM) TO THE STATION ON THE LEFT.
 DP1735'
 DP1735'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1735'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1735'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP AND APPROXIMATELY 0.3
 DP1735'M (1.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 9.4 M
 DP1735'(30.8 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 70, 26.5 M (86.9
 DP1735'FT) NORTHWEST OF A POWER POLE -33W20-, 16.9 M (55.4 FT) NORTHEAST OF
 DP1735'THE WEST END OF A STEEL GUARD RAIL AND LOCATED IN THE CENTER OF A
 DP1735'TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP1735'
 DP1735'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1735'DEGREES ABOVE THE HORIZON.
 DP1735
 DP1735                          STATION RECOVERY (2015)
 DP1735
 DP1735'RECOVERY NOTE BY VILAS COUNTY WISCONSIN 2015 (ARJ)
 DP1735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2756 ***********************************************************************
 DP2756  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2756  DESIGNATION -  CLOVERLAND W GPS
 DP2756  PID         -  DP2756
 DP2756  STATE/COUNTY-  WI/DOUGLAS
 DP2756  COUNTRY     -  US
 DP2756  USGS QUAD   -  CLOVERLAND (2018)
 DP2756
 DP2756                         *CURRENT SURVEY CONTROL
 DP2756  ______________________________________________________________________
 DP2756* NAD 83(2011) POSITION- 46 42 21.52296(N) 091 42 03.06790(W)   ADJUSTED
 DP2756* NAD 83(2011) ELLIP HT-   187.813 (meters)        (05/27/14)   ADJUSTED
 DP2756* NAD 83(2011) EPOCH   -  2010.00
 DP2756* NAVD 88 ORTHO HEIGHT -   216.69  (meters)      710.9   (feet) GPS OBS
 DP2756  ______________________________________________________________________
 DP2756  GEOID HEIGHT    -        -28.873 (meters)                     GEOID18
 DP2756  NAD 83(2011) X  -   -130,052.658 (meters)                     COMP
 DP2756  NAD 83(2011) Y  - -4,379,733.575 (meters)                     COMP
 DP2756  NAD 83(2011) Z  -  4,619,548.613 (meters)                     COMP
 DP2756  LAPLACE CORR    -         -9.72  (seconds)                    DEFLEC18
 DP2756
 DP2756  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2756  Standards:
 DP2756         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2756            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2756  -------------------------------------------------------------------
 DP2756  NETWORK    0.58   0.80           0.26   0.21   0.41      0.08422375
 DP2756  -------------------------------------------------------------------
 DP2756  Click here for local accuracies and other accuracy information.
 DP2756
 DP2756.The horizontal coordinates were established by GPS observations
 DP2756.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2756
 DP2756.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2756.been affixed to the stable North American tectonic plate. See 
 DP2756.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2756
 DP2756.The horizontal coordinates are valid at the epoch date displayed above
 DP2756.which is a decimal equivalence of Year/Month/Day.
 DP2756
 DP2756.The orthometric height was determined by GPS observations and a
 DP2756.high-resolution geoid model using precise GPS observation and
 DP2756.processing techniques.
 DP2756
 DP2756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2756.GEOID18 height accuracy estimate available here.
 DP2756
 DP2756.Click photographs - Photos may exist for this station.
 DP2756
 DP2756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2756
 DP2756.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2756
 DP2756.The ellipsoidal height was determined by GPS observations
 DP2756.and is referenced to NAD 83.
 DP2756
 DP2756. The following values were computed from the NAD 83(2011) position.
 DP2756
 DP2756;                    North         East     Units Scale Factor Converg.
 DP2756;SPC WI N     -   172,484.364   469,943.373   MT  0.99998947   -1 13 37.0
 DP2756;SPC WI N     -   565,892.45  1,541,805.88   sFT  0.99998947   -1 13 37.0
 DP2756;UTM  15      - 5,173,310.955   599,308.478   MT  0.99972122   +0 56 44.4
 DP2756
 DP2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2756!SPC WI N     -   0.99997056  x   0.99998947  =   0.99996003
 DP2756!UTM  15      -   0.99997056  x   0.99972122  =   0.99969179
 DP2756
 DP2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9930873310(NAD 83)
 DP2756
 DP2756                          SUPERSEDED SURVEY CONTROL
 DP2756
 DP2756  NAVD 88 (05/27/14)  216.69   (m)  GEOID12A model used  GPS OBS        
 DP2756
 DP2756.Superseded values are not recommended for survey control.
 DP2756
 DP2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2756.See file dsdata.pdf to determine how the superseded data were derived.
 DP2756
 DP2756_MARKER: DD = SURVEY DISK
 DP2756_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DP2756_STAMPING: CLOVERLAND W GPS 2012
 DP2756_MARK LOGO: WIDT
 DP2756_PROJECTION: FLUSH
 DP2756_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP2756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2756+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DP2756_ROD/PIPE-DEPTH: 11.0 meters
 DP2756_SLEEVE-DEPTH  : 1.0 meters
 DP2756
 DP2756  HISTORY     - Date     Condition        Report By
 DP2756  HISTORY     - 2012     MONUMENTED       WIDT
 DP2756  HISTORY     - 20140101 GOOD             WIDT
 DP2756
 DP2756                          STATION DESCRIPTION
 DP2756
 DP2756'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2756'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTH-NORTHEAST OF
 DP2756'POPLAR, 9.5 MI (15.3 KM) WEST-NORTHWEST OF OULU AND 2.3 MI (3.7 KM)
 DP2756'NORTH-NORTHWEST OF CLOVERLAND.
 DP2756'
 DP2756'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DP2756'HIGHWAY F, LOCATED 4 MI (6.4 KM) NORTH OF MAPLE, WI, GO NORTH ON STATE
 DP2756'HIGHWAY 13 FOR 2.7 MI (4.3 KM) TO WINDY LANE ON THE LEFT.  TURN LEFT
 DP2756'AND GO NORTH ON WINDY LANE FOR 2.0 MI (3.2 KM) TO RUDOLPHS ROAD.  TURN
 DP2756'LEFT AND GO WEST ON RUDOLPHS ROAD FOR 250 FT (76.2 M) TO THE STATION
 DP2756'ON THE RIGHT.
 DP2756'
 DP2756'THE STATION IS LOCATED 10.5 M (34.4 FT) NORTH OF THE CENTERLINE OF
 DP2756'RUDOLPHS ROAD, 1.5 M (4.9 FT) SOUTH OF A CULTIVATED FIELD AND LOCATED
 DP2756'IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 GUARD POSTS.
 DP2756'
 DP2756'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2756'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0742 ***********************************************************************
 RM0742  DESIGNATION -  CLUB
 RM0742  PID         -  RM0742
 RM0742  STATE/COUNTY-  WI/ASHLAND
 RM0742  COUNTRY     -  US
 RM0742  USGS QUAD   -  ASHLAND WEST (2018)
 RM0742
 RM0742                         *CURRENT SURVEY CONTROL
 RM0742  ______________________________________________________________________
 RM0742* NAD 83(1996) POSITION- 46 34 27.71195(N) 090 54 59.09066(W)   ADJUSTED
 RM0742* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 RM0742  ______________________________________________________________________
 RM0742  GEOID HEIGHT    -        -31.573 (meters)                     GEOID18
 RM0742  LAPLACE CORR    -         -5.14  (seconds)                    DEFLEC18
 RM0742  HORZ ORDER      -  FIRST
 RM0742
 RM0742.The horizontal coordinates were established by classical geodetic methods
 RM0742.and adjusted by the National Geodetic Survey in March 1999.
 RM0742
 RM0742.The orthometric height was scaled from a topographic map.
 RM0742
 RM0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0742.GEOID18 height accuracy estimate available here.
 RM0742
 RM0742.Click photographs - Photos may exist for this station.
 RM0742
 RM0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0742
 RM0742. The following values were computed from the NAD 83(1996) position.
 RM0742
 RM0742;                    North         East     Units Scale Factor Converg.
 RM0742;SPC WI N     -   156,866.600   529,753.276   MT  0.99997051   -0 39 39.9
 RM0742;SPC WI N     -   514,653.17  1,738,032.21   sFT  0.99997051   -0 39 39.9
 RM0742;UTM  15      - 5,159,975.353   659,657.490   MT  0.99991333   +1 30 48.8
 RM0742
 RM0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0742!SPC WI N     -   0.99997219  x   0.99997051  =   0.99994270
 RM0742!UTM  15      -   0.99997219  x   0.99991333  =   0.99988552
 RM0742
 RM0742:                Primary Azimuth Mark                     Grid Az
 RM0742:SPC WI N     -  CLUB AZ MK                               086 53 21.4
 RM0742:UTM  15      -  CLUB AZ MK                               084 42 52.7
 RM0742
 RM0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5965759975(NAD 83)
 RM0742
 RM0742|---------------------------------------------------------------------|
 RM0742| PID    Reference Object                     Distance      Geod. Az  |
 RM0742|                                                           dddmmss.s |
 RM0742| RM0733 ASHLAND ABANDONED DISTILL STK       APPROX. 1.3 KM 0510921.9 |
 RM0742| RM0746 ASHLAND ST JOSEPH HOSP CUP          APPROX. 3.5 KM 0520741.8 |
 RM0742| RM0744 ASHLAND AM BLACK GRANITE STK        APPROX. 1.1 KM 0595231.6 |
 RM0742| RM0741 ASHLAND ZION EVAN LUTH CHURCH       APPROX. 3.2 KM 0633653.3 |
 RM0742| RM0743 ASHLAND BEASER GRAMMAR SCH CUP      APPROX. 1.9 KM 0652909.9 |
 RM0742| RM0735 ASHLAND HIGH SCHOOL CUPOLA          APPROX. 3.3 KM 0695508.4 |
 RM0742| CJ2367 CLUB AZ MK                                         0861341.5 |
 RM0742| CJ2368 CLUB RM 1                            32.525 METERS 09015     |
 RM0742| CJ2369 CLUB RM 2                            31.842 METERS 21903     |
 RM0742| RM0740 T47N R4W SEC 7 WC 1/4 S 1/4 SWC      20.497 METERS 27559     |
 RM0742|---------------------------------------------------------------------|
 RM0742
 RM0742                          SUPERSEDED SURVEY CONTROL
 RM0742
 RM0742  NAD 83(1991)-  46 34 27.71186(N)    090 54 59.09055(W) AD(       ) 1
 RM0742  NAD 83(1986)-  46 34 27.70611(N)    090 54 59.08580(W) AD(       ) 1
 RM0742  NAD 27      -  46 34 27.90000(N)    090 54 58.40000(W) AD(       ) 1
 RM0742
 RM0742.Superseded values are not recommended for survey control.
 RM0742
 RM0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0742.See file dsdata.pdf to determine how the superseded data were derived.
 RM0742
 RM0742_MARKER: DS = TRIANGULATION STATION DISK
 RM0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0742_STAMPING: CLUB 1939
 RM0742_MARK LOGO: CGS
 RM0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0742+STABILITY: SURFACE MOTION
 RM0742
 RM0742  HISTORY     - Date     Condition        Report By
 RM0742  HISTORY     - 1939     MONUMENTED       CGS
 RM0742  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RM0742  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 RM0742  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 RM0742  HISTORY     - 20041109 MARK NOT FOUND   WIDT
 RM0742
 RM0742                          STATION DESCRIPTION
 RM0742
 RM0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0742'TWO MILES WEST AND 1.0 MILE SOUTH OF THE CITY OF ASHLAND AND AT
 RM0742'THE ENTRANCE TO THE ASHLAND GOLF COURSE, IN THE NORTHEST QUARTER
 RM0742'OF SEC. 7, T. 47 N., R. 4 W., 50 FEET SOUTH OF THE CENTER LINE OF
 RM0742'U.S. HIGHWAY 2 AND 83 FEET EAST OF THE CENTER LINE OF THE ENTRANCE
 RM0742'TO THE GOLF COURSE.  SURFACE MARK PROJECTS 6 INCHES ABOVE THE
 RM0742'GROUND, AND IS STAMPED CLUB 1939.
 RM0742'
 RM0742'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND U.S. HIGHWAY 63
 RM0742'AT THE SOUTHWEST EDGE OF ASHLAND, GO WEST ON U.S. HIGHWAY 2 FOR
 RM0742'0.5 MILE TO THE ENTRANCE TO THE GOLF CLUB AND THE STATION.
 RM0742'
 RM0742'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RM0742'BRONZE DISKS SET IN CONCRETE.
 RM0742'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE
 RM0742'WOODEN POSTS WHICH PROJECT ABOUT 2-1/2 FEET ABOVE THE GROUND.
 RM0742'
 RM0742'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 44 FEET SOUTH OF THE
 RM0742'CENTER LINE OF U.S. HIGHWAY 2, AND 2 FEET NORTH OF THE FENCE LINE,
 RM0742'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED CLUB NO 1 1939.
 RM0742'
 RM0742'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION IN THE NORTH-SOUTH
 RM0742'FENCE LINE, 18 FEET EAST OF THE CENTER OF THE GOLF CLUB DRIVEWAY
 RM0742'AND 7 FEET NORTH OF A LARGE BOULDER, PROJECTS 8 INCHES ABOVE THE
 RM0742'GROUND AND IS STAMPED CLUB NO 2 1939.
 RM0742'
 RM0742'AZIMUTH MARK IS EAST OF THE STATION, 57 FEET SOUTH OF THE CENTER
 RM0742'LINE OF U.S. HIGHWAY 2, 82 FEET SOUTHEAST OF THE CITY LIMIT SIGN
 RM0742'AND 5 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, PROJECTS 6
 RM0742'INCHES ABOVE THE GROUND, AND IS STAMPED CLUB 1939.
 RM0742'
 RM0742'G.L.O. RESET IS WEST OF THE STATION
 RM0742'
 RM0742'A 64-FOOT TOWER IS NEEDED TO SEE A 64-FOOT TOWER AT MATT, A
 RM0742'64-FOOT TOWER AT ELLIS, AND A 90-FOOT TOWER AT HANSON.
 RM0742'
 RM0742'A 37-FOOT TOWER AT NASH AND NO. 80 (U.S.E.D.) ARE VISIBLE FROM
 RM0742'THE GROUND.
 RM0742'
 RM0742'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RM0742
 RM0742                          STATION RECOVERY (1962)
 RM0742
 RM0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 RM0742'OFFICE NOTE--STATION WAS REPORTED DESTROYED ON SEPTEMBER 24, 1962.
 RM0742
 RM0742                          STATION RECOVERY (2002)
 RM0742
 RM0742'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0742'MARK NOT FOUND.
 RM0742
 RM0742                          STATION RECOVERY (2003)
 RM0742
 RM0742'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0742'MARK NOT FOUND.
 RM0742
 RM0742                          STATION RECOVERY (2004)
 RM0742
 RM0742'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0742'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON1039 ***********************************************************************
 ON1039  DESIGNATION -  CLYDE
 ON1039  PID         -  ON1039
 ON1039  STATE/COUNTY-  WI/IOWA
 ON1039  COUNTRY     -  US
 ON1039  USGS QUAD   -  CLYDE (2018)
 ON1039
 ON1039                         *CURRENT SURVEY CONTROL
 ON1039  ______________________________________________________________________
 ON1039* NAD 83(1991) POSITION- 43 04 26.29512(N) 090 10 59.73316(W)   ADJUSTED
 ON1039* NAVD 88 ORTHO HEIGHT -   384.    (meters)     1260.    (feet) SCALED
 ON1039  ______________________________________________________________________
 ON1039  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 ON1039  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 ON1039  HORZ ORDER      -  SECOND
 ON1039
 ON1039.The horizontal coordinates were established by classical geodetic methods
 ON1039.and adjusted by the National Geodetic Survey in November 1991.
 ON1039
 ON1039.The orthometric height was scaled from a topographic map.
 ON1039
 ON1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1039.GEOID18 height accuracy estimate available here.
 ON1039
 ON1039.Click photographs - Photos may exist for this station.
 ON1039
 ON1039.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1039
 ON1039. The following values were computed from the NAD 83(1991) position.
 ON1039
 ON1039;                    North         East     Units Scale Factor Converg.
 ON1039;SPC WI S     -   119,324.212   585,075.581   MT  0.99994877   -0 07 33.3
 ON1039;SPC WI S     -   391,482.85  1,919,535.47   sFT  0.99994877   -0 07 33.3
 ON1039;UTM  15      - 4,772,880.418   729,318.646   MT  1.00024696   +1 55 28.2
 ON1039
 ON1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1039!SPC WI S     -   0.99994510  x   0.99994877  =   0.99989387
 ON1039!UTM  15      -   0.99994510  x   1.00024696  =   1.00019204
 ON1039
 ON1039:                Primary Azimuth Mark                     Grid Az
 ON1039:SPC WI S     -  CLYDE AZ MK                              340 00 55.5
 ON1039:UTM  15      -  CLYDE AZ MK                              337 57 54.0
 ON1039
 ON1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2931872880(NAD 83)
 ON1039
 ON1039|---------------------------------------------------------------------|
 ON1039| PID    Reference Object                     Distance      Geod. Az  |
 ON1039|                                                           dddmmss.s |
 ON1039| CI8398 CLYDE RM 1                           18.313 METERS 08632     |
 ON1039| ON1038 NORTH DODGEVILLE EV LUTH CH         APPROX. 4.8 KM 1272142.6 |
 ON1039| NJ0853 DODGEVILLE MUNICIPAL TOWER          APPROX.13.0 KM 1632158.5 |
 ON1039| CI8399 CLYDE RM 2                           17.467 METERS 19248     |
 ON1039| NJ0852 EDMUND CO HOSP AND HOME TANK        APPROX.13.4 KM 1954447.0 |
 ON1039| ON1055 HIGHLAND MUNICIPAL TANK             APPROX.16.4 KM 2574018.3 |
 ON1039| ON1053 HIGHLAND ST PHILLIPS CATH CH        APPROX.16.5 KM 2592100.9 |
 ON1039| ON1049 HIGHLAND RAD STA WHHI FM TOWER      APPROX.15.4 KM 2592857.6 |
 ON1039| ON1056 HIGHLAND ST ANTHONYS CATH CH        APPROX.16.3 KM 2594156.5 |
 ON1039| CI8397 CLYDE AZ MK                                        3395322.2 |
 ON1039|---------------------------------------------------------------------|
 ON1039
 ON1039                          SUPERSEDED SURVEY CONTROL
 ON1039
 ON1039  NAD 83(1986)-  43 04 26.28769(N)    090 10 59.73781(W) AD(       ) 2
 ON1039  NAD 27      -  43 04 26.30980(N)    090 10 59.29370(W) AD(       ) 2
 ON1039
 ON1039.Superseded values are not recommended for survey control.
 ON1039
 ON1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1039.See file dsdata.pdf to determine how the superseded data were derived.
 ON1039
 ON1039_MARKER: DS = TRIANGULATION STATION DISK
 ON1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1039_STAMPING: CLYDE 1958
 ON1039_MARK LOGO: CGS
 ON1039_PROJECTION: FLUSH
 ON1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1039+STABILITY: SURFACE MOTION
 ON1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1039+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2003
 ON1039
 ON1039  HISTORY     - Date     Condition        Report By
 ON1039  HISTORY     - 1958     MONUMENTED       CGS
 ON1039  HISTORY     - 19940521 GOOD             USPSQD
 ON1039  HISTORY     - 20030530 GOOD             USPSQD
 ON1039
 ON1039                          STATION DESCRIPTION
 ON1039
 ON1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1039'THE SATATON IS ABOUT 8 MILES SOUTH OF LONE ROCK, 9 MILES
 ON1039'SOUTHWEST OF SPRING GREEN, IN SEC. 19, T. 7 N., R. 3 E., AT
 ON1039'THE FARM HOUSE OF MR. GUERDON JOHNSON AND ON LAND OWNED BY MR.
 ON1039'EDWARD L. SMITH WHO LIVES IN POYNETTE, WISCONSIN.  IT IS 121 FEET
 ON1039'SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK BUILDING, 51 FEET
 ON1039'NORTH OF A WIRE FENCE, 38 FEET SOUTHWEST OF THE SOUTHWEST
 ON1039'CORNER OF A FRAME BUILDING AND 33 FEET EAST OF A WIRE FENCE.
 ON1039'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLYDE 1958
 ON1039'
 ON1039'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 137
 ON1039'AND STATE HIGHWAY 130 AT THE SOUTH END OF THE BRIDGE OVER THE
 ON1039'WISCONSIN RIVER, GO SOUTHERLY ON STATE HIGHWAY 130 FOR 3.05 MILES
 ON1039'TO A JUNCTION WITH COUNTY ROAD NN.  CONTINUE SOUTHERLY ON
 ON1039'HIGHWAY 130 FOR 0.85 MILE TO A CROSSROAD, COUNTY HIGHWAY I.
 ON1039'CONTINUE SOUTHERLY ON HIGHWAY 130 FOR 3.15 MILES TO A GRAVELED
 ON1039'SIDE ROAD RIGHT.  CONTINUE SOUTHERLY ON HIGHWAY 130 FOR 0.45
 ON1039'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHERLY ON
 ON1039'HIGHWAY 130 FOR 0.2 MILE TO A DRIVEWAY ON THE RIGHT.  TURN
 ON1039'RIGHT AND GO SOUTH ON THE DRIVEWAY, PASSING TO THE RIGHT OF THE
 ON1039'FARM HOUSE, TO THE TOP OF THE GRADE AND THE STATION.
 ON1039'
 ON1039'REFERENCE MARK 1 IS 2 FEET SOUTH OF THE SOUTHEAST CORNER OF
 ON1039'THE FRAME BUILDING AND 36 FEET NORTH OF THE WIRE FENCE.  THE
 ON1039'MONUMENT IS FLUSH AND THE DISK IS STAMPED CLYDE NO 1 1958.
 ON1039'
 ON1039'REFERENCE MARK 2 IS 2 FEET NORTHEAST OF A FENCE CORNER,
 ON1039'2 FEET EAST OF THE WIRE FENCE AND 1.6 FEET NORTH OF THE WIRE
 ON1039'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ON1039'CLYDE NO 2 1958.
 ON1039'
 ON1039'THE AZIMUTH MARK IS SET ON A BANK ABOUT 5 FEET HIGHER THAN
 ON1039'THE ROAD LEVEL, 43 FEET NORTHEAST OF THE CENTERLINE OF STATE
 ON1039'HIGHWAY 130, 3 FEET SOUTHEAST OF A WHITE WITNESS POST AND IS
 ON1039'SET IN A NORTHWEST-SOUTHEAST FENCE LINE.  THE MONUMENT IS FLUSH
 ON1039'AND THE DISK IS STAMPED CLYDE 1958.
 ON1039'
 ON1039'R.M. 1 TO R.M. 2 93.91 FEET.  28.623 METERS.
 ON1039'
 ON1039'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 ON1039
 ON1039                          STATION RECOVERY (1994)
 ON1039
 ON1039'RECOVERY NOTE BY US POWER SQUADRON 1994
 ON1039'RECOVERED IN GOOD CONDITION.
 ON1039
 ON1039                          STATION RECOVERY (2003)
 ON1039
 ON1039'RECOVERY NOTE BY US POWER SQUADRON 2003
 ON1039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5280 ***********************************************************************
 DH5280  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5280  DESIGNATION -  CLYDE E GPS
 DH5280  PID         -  DH5280
 DH5280  STATE/COUNTY-  WI/IOWA
 DH5280  COUNTRY     -  US
 DH5280  USGS QUAD   -  CLYDE (2018)
 DH5280
 DH5280                         *CURRENT SURVEY CONTROL
 DH5280  ______________________________________________________________________
 DH5280* NAD 83(2011) POSITION- 43 06 37.27073(N) 090 11 53.49613(W)   ADJUSTED
 DH5280* NAD 83(2011) ELLIP HT-   199.154 (meters)        (06/27/12)   ADJUSTED
 DH5280* NAD 83(2011) EPOCH   -  2010.00
 DH5280* NAVD 88 ORTHO HEIGHT -   233.06  (meters)      764.6   (feet) GPS OBS
 DH5280  ______________________________________________________________________
 DH5280  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5280  GEOID HEIGHT    -        -33.903 (meters)                     GEOID12A
 DH5280  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 DH5280  NAD 83(2011) X  -    -16,132.398 (meters)                     COMP
 DH5280  NAD 83(2011) Y  - -4,663,701.187 (meters)                     COMP
 DH5280  NAD 83(2011) Z  -  4,336,595.860 (meters)                     COMP
 DH5280  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 DH5280
 DH5280  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5280  Standards:
 DH5280         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5280            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5280  -------------------------------------------------------------------
 DH5280  NETWORK    0.21   0.31           0.10   0.07   0.16      0.08171127
 DH5280  -------------------------------------------------------------------
 DH5280  Click here for local accuracies and other accuracy information.
 DH5280
 DH5280.The horizontal coordinates were established by GPS observations
 DH5280.and adjusted by the National Geodetic Survey in June 2012.
 DH5280
 DH5280.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5280.been affixed to the stable North American tectonic plate. See 
 DH5280.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5280
 DH5280.The horizontal coordinates are valid at the epoch date displayed above
 DH5280.which is a decimal equivalence of Year/Month/Day.
 DH5280
 DH5280.The orthometric height was determined by GPS observations and a
 DH5280.high-resolution geoid model using precise GPS observation and
 DH5280.processing techniques.
 DH5280
 DH5280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5280.GEOID18 height accuracy estimate available here.
 DH5280
 DH5280.Click photographs - Photos may exist for this station.
 DH5280
 DH5280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5280
 DH5280.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5280
 DH5280.The ellipsoidal height was determined by GPS observations
 DH5280.and is referenced to NAD 83.
 DH5280
 DH5280. The following values were computed from the NAD 83(2011) position.
 DH5280
 DH5280;                    North         East     Units Scale Factor Converg.
 DH5280;SPC WI S     -   123,368.622   583,868.969   MT  0.99994537   -0 08 10.2
 DH5280;SPC WI S     -   404,751.89  1,915,576.78   sFT  0.99994537   -0 08 10.2
 DH5280;UTM  15      - 4,776,880.236   727,967.654   MT  1.00023936   +1 54 56.1
 DH5280
 DH5280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5280!SPC WI S     -   0.99996877  x   0.99994537  =   0.99991414
 DH5280!UTM  15      -   0.99996877  x   1.00023936  =   1.00020812
 DH5280
 DH5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2796776880(NAD 83)
 DH5280
 DH5280                          SUPERSEDED SURVEY CONTROL
 DH5280
 DH5280  NAD 83(2007)-  43 06 37.27082(N)    090 11 53.49702(W) AD(2002.00) 0
 DH5280  ELLIP H (02/10/07)  199.190  (m)                       GP(2002.00)    
 DH5280  NAD 83(1997)-  43 06 37.27062(N)    090 11 53.49745(W) AD(       ) 1
 DH5280  ELLIP H (08/01/05)  199.195  (m)                       GP(       ) 2 1
 DH5280  NAVD 88 (07/26/07)  233.04   (m)  GEOID03  model used  GPS OBS        
 DH5280
 DH5280.Superseded values are not recommended for survey control.
 DH5280
 DH5280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5280.See file dsdata.pdf to determine how the superseded data were derived.
 DH5280
 DH5280_MARKER: DD = SURVEY DISK
 DH5280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5280_STAMPING: CLYDE E GPS 2004
 DH5280_MARK LOGO: WIDT
 DH5280_PROJECTION: FLUSH
 DH5280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5280+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DH5280
 DH5280  HISTORY     - Date     Condition        Report By
 DH5280  HISTORY     - 2003     MONUMENTED       WIDT
 DH5280  HISTORY     - 20071002 GOOD             WIDT
 DH5280
 DH5280                          STATION DESCRIPTION
 DH5280
 DH5280'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5280'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5280'STATION FROM THE  JUNCTION OF STATE HIGHWAY 130 WITH COUNTY HIGHWAY I
 DH5280'ABOUT 5 MI SOUTH OF THE VILLAGE OF  LONE ROCK, GO SOUTHEAST ON STATE
 DH5280'HIGHWAY 130 FOR 0.9 MI TO THE STATION ON THE RIGHT.   THE STATION IS A
 DH5280'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5280'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH5280'M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.8 M SOUTHWEST OF THE
 DH5280'CENTERLINE OF  STATE HIGHWAY 130, 32.2 M SOUTH OF A POWERPOLE --7-2-1
 DH5280'33/18--, 25 M NORTHWEST OF THE  EXTENDED CENTERLINE OF A FIELD
 DH5280'ENTRANCE, 3 M NORTHEAST OF A CULTIVATED FIELD, 1.0 M  SOUTH OF AN
 DH5280'ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M NORTHEAST OF AN  ORANGE 4X4
 DH5280'PLASTIC WITNESS POST AND 1.0 M WEST-NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DH5280'WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5280'EXTENDING HIGHER THAN 22 DEGREES ABOVE THE HORIZON.
 DH5280
 DH5280                          STATION RECOVERY (2007)
 DH5280
 DH5280'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5279 ***********************************************************************
 DH5279  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5279  DESIGNATION -  CLYDE GPS
 DH5279  PID         -  DH5279
 DH5279  STATE/COUNTY-  WI/IOWA
 DH5279  COUNTRY     -  US
 DH5279  USGS QUAD   -  HIGHLAND EAST (2018)
 DH5279
 DH5279                         *CURRENT SURVEY CONTROL
 DH5279  ______________________________________________________________________
 DH5279* NAD 83(2011) POSITION- 43 05 16.54710(N) 090 15 06.49712(W)   ADJUSTED
 DH5279* NAD 83(2011) ELLIP HT-   191.621 (meters)        (06/27/12)   ADJUSTED
 DH5279* NAD 83(2011) EPOCH   -  2010.00
 DH5279* NAVD 88 ORTHO HEIGHT -   225.44  (meters)      739.6   (feet) GPS OBS
 DH5279  ______________________________________________________________________
 DH5279  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5279  GEOID HEIGHT    -        -33.818 (meters)                     GEOID12A
 DH5279  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 DH5279  NAD 83(2011) X  -    -20,503.650 (meters)                     COMP
 DH5279  NAD 83(2011) Y  - -4,665,380.663 (meters)                     COMP
 DH5279  NAD 83(2011) Z  -  4,334,771.723 (meters)                     COMP
 DH5279  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 DH5279
 DH5279  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5279  Standards:
 DH5279         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5279            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5279  -------------------------------------------------------------------
 DH5279  NETWORK    0.22   0.35           0.10   0.08   0.18      0.06761956
 DH5279  -------------------------------------------------------------------
 DH5279  Click here for local accuracies and other accuracy information.
 DH5279
 DH5279.The horizontal coordinates were established by GPS observations
 DH5279.and adjusted by the National Geodetic Survey in June 2012.
 DH5279
 DH5279.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5279.been affixed to the stable North American tectonic plate. See 
 DH5279.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5279
 DH5279.The horizontal coordinates are valid at the epoch date displayed above
 DH5279.which is a decimal equivalence of Year/Month/Day.
 DH5279
 DH5279.The orthometric height was determined by GPS observations and a
 DH5279.high-resolution geoid model using precise GPS observation and
 DH5279.processing techniques.
 DH5279
 DH5279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5279.GEOID18 height accuracy estimate available here.
 DH5279
 DH5279.Click photographs - Photos may exist for this station.
 DH5279
 DH5279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5279
 DH5279.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5279
 DH5279.The ellipsoidal height was determined by GPS observations
 DH5279.and is referenced to NAD 83.
 DH5279
 DH5279. The following values were computed from the NAD 83(2011) position.
 DH5279
 DH5279;                    North         East     Units Scale Factor Converg.
 DH5279;SPC WI S     -   120,889.440   579,498.008   MT  0.99994742   -0 10 22.9
 DH5279;SPC WI S     -   396,618.10  1,901,236.38   sFT  0.99994742   -0 10 22.9
 DH5279;UTM  15      - 4,774,245.435   723,687.039   MT  1.00021557   +1 52 41.2
 DH5279
 DH5279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5279!SPC WI S     -   0.99996995  x   0.99994742  =   0.99991737
 DH5279!UTM  15      -   0.99996995  x   1.00021557  =   1.00018551
 DH5279
 DH5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2368774245(NAD 83)
 DH5279
 DH5279                          SUPERSEDED SURVEY CONTROL
 DH5279
 DH5279  NAD 83(2007)-  43 05 16.54720(N)    090 15 06.49801(W) AD(2002.00) 0
 DH5279  ELLIP H (02/10/07)  191.655  (m)                       GP(2002.00)    
 DH5279  NAD 83(1997)-  43 05 16.54699(N)    090 15 06.49847(W) AD(       ) 1
 DH5279  ELLIP H (08/01/05)  191.660  (m)                       GP(       ) 2 1
 DH5279  NAVD 88 (07/26/07)  225.41   (m)  GEOID03  model used  GPS OBS        
 DH5279
 DH5279.Superseded values are not recommended for survey control.
 DH5279
 DH5279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5279.See file dsdata.pdf to determine how the superseded data were derived.
 DH5279
 DH5279_MARKER: DD = SURVEY DISK
 DH5279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5279_STAMPING: CLYDE GPS 2004
 DH5279_MARK LOGO: WIDT
 DH5279_PROJECTION: FLUSH
 DH5279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5279+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DH5279
 DH5279  HISTORY     - Date     Condition        Report By
 DH5279  HISTORY     - 2003     MONUMENTED       WIDT
 DH5279  HISTORY     - 20071002 GOOD             WIDT
 DH5279
 DH5279                          STATION DESCRIPTION
 DH5279
 DH5279'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5279'OWNERSHIP--TOWN OF CLYDE.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5279'STATE HIGHWAY 130  WITH COUNTY HIGHWAY I ABOUT 5 MI SOUTH OF THE
 DH5279'VILLAGE OF LONE ROCK, GO SOUTHWEST ON  COUNTY HIGHWAY I FOR 3.65 MI TO
 DH5279'COUNTY HIGHWAY II ON THE LEFT, TURN LEFT AND GO SOUTH ON  COUNTY
 DH5279'HIGHWAY II FOR 0.25 MI TO SPRING VALLEY ROAD ON THE LEFT, TURN LEFT
 DH5279'AND GO EAST ON  SPRING VALLEY ROAD FOR 0.2 MI TO THE STATION ON THE
 DH5279'RIGHT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT OF
 DH5279'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN  THE TOP OF
 DH5279'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW THE ROAD PAVEMENT.  THE
 DH5279'STATION IS 6.1 M SOUTH OF THE CENTERLINE OF SPRING VALLEY ROAD, 74 M
 DH5279'WEST OF A CENTERLINE  OF A FIELD ENTRANCE, 65.0 M EAST-SOUTHEAST OF A
 DH5279'WOOD POST FOR A --STOP AHEAD-- SIGN, 2 M  NORTH OF A CULTIVATED FIELD,
 DH5279'1.0 M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 DH5279'EAST-SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M
 DH5279'WEST-SOUTHWEST OF AN  ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5279'STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES
 DH5279'ABOVE THE HORIZON.
 DH5279
 DH5279                          STATION RECOVERY (2007)
 DH5279
 DH5279'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5279'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 82.5 M WEST OF THE
 DH5279'WEST END OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0842 ***********************************************************************
 OM0842  DESIGNATION -  CLYMAN
 OM0842  PID         -  OM0842
 OM0842  STATE/COUNTY-  WI/DODGE
 OM0842  COUNTRY     -  US
 OM0842  USGS QUAD   -  CLYMAN (2018)
 OM0842
 OM0842                         *CURRENT SURVEY CONTROL
 OM0842  ______________________________________________________________________
 OM0842* NAD 83(1991) POSITION- 43 19 28.78712(N) 088 44 18.84507(W)   ADJUSTED
 OM0842* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 OM0842  ______________________________________________________________________
 OM0842  GEOID HEIGHT    -        -34.934 (meters)                     GEOID18
 OM0842  LAPLACE CORR    -          1.66  (seconds)                    DEFLEC18
 OM0842  HORZ ORDER      -  THIRD
 OM0842
 OM0842.The horizontal coordinates were established by classical geodetic methods
 OM0842.and adjusted by the National Geodetic Survey in November 1991.
 OM0842
 OM0842.The orthometric height was scaled from a topographic map.
 OM0842
 OM0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0842.GEOID18 height accuracy estimate available here.
 OM0842
 OM0842.Click photographs - Photos may exist for this station.
 OM0842
 OM0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0842
 OM0842. The following values were computed from the NAD 83(1991) position.
 OM0842
 OM0842;                    North         East     Units Scale Factor Converg.
 OM0842;SPC WI S     -   147,931.000   702,304.454   MT  0.99993344   +0 52 00.2
 OM0842;SPC WI S     -   485,336.96  2,304,143.86   sFT  0.99993344   +0 52 00.2
 OM0842;UTM  16      - 4,798,336.727   359,039.265   MT  0.99984442   -1 11 35.1
 OM0842
 OM0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0842!SPC WI S     -   0.99996205  x   0.99993344  =   0.99989549
 OM0842!UTM  16      -   0.99996205  x   0.99984442  =   0.99980647
 OM0842
 OM0842:                Primary Azimuth Mark                     Grid Az
 OM0842:SPC WI S     -  CLYMAN RM 3                              032 49 42.9
 OM0842:UTM  16      -  CLYMAN RM 3                              034 53 18.2
 OM0842
 OM0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5903998336(NAD 83)
 OM0842
 OM0842|---------------------------------------------------------------------|
 OM0842| PID    Reference Object                     Distance      Geod. Az  |
 OM0842|                                                           dddmmss.s |
 OM0842| CI8400 CLYMAN AZ MK                                       0190641.0 |
 OM0842| CI8403 CLYMAN RM 3                                        0334143.1 |
 OM0842| CI8401 CLYMAN RM 1                          21.949 METERS 04011     |
 OM0842| OM0843 CLYMAN ZION EV LUTH CH SPIRE        APPROX. 1.9 KM 1290834.2 |
 OM0842| OM0841 CLYMAN ST JOHNS CATH CH SPIRE       APPROX. 1.8 KM 1330623.4 |
 OM0842| CI8402 CLYMAN RM 2                          18.699 METERS 14147     |
 OM0842| OM0875 EMMET TOWNSHIP MICROWAVE TOWER      APPROX.11.0 KM 1471905.8 |
 OM0842|---------------------------------------------------------------------|
 OM0842
 OM0842                          SUPERSEDED SURVEY CONTROL
 OM0842
 OM0842  NAD 83(1986)-  43 19 28.77935(N)    088 44 18.85138(W) AD(       ) 3
 OM0842  NAD 27      -  43 19 28.80250(N)    088 44 18.48300(W) AD(       ) 3
 OM0842
 OM0842.Superseded values are not recommended for survey control.
 OM0842
 OM0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0842.See file dsdata.pdf to determine how the superseded data were derived.
 OM0842
 OM0842_MARKER: DS = TRIANGULATION STATION DISK
 OM0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0842_STAMPING: CLYMAN 1958
 OM0842_MARK LOGO: CGS
 OM0842_PROJECTION: RECESSED 36 CENTIMETERS
 OM0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0842+STABILITY: SURFACE MOTION
 OM0842
 OM0842  HISTORY     - Date     Condition        Report By
 OM0842  HISTORY     - 1958     MONUMENTED       CGS
 OM0842  HISTORY     - 1973     GOOD             WIDT
 OM0842  HISTORY     - 1974     GOOD             NGS
 OM0842
 OM0842                          STATION DESCRIPTION
 OM0842
 OM0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0842'THE STATION IS ABOUT 6 MILES SOUTHWEST OF JUNEAU AND ABOUT
 OM0842'8 MILES WEST SOUTHWEST OF HUSTISFORD.  IT IS IN THE NORTH
 OM0842'CENTER OF SEC. 20, T 10 N, R 15 E, IN CLYMAN TOWNSHIP.  IT
 OM0842'IS 43 FEET WEST OF A FENCE, 105 FEET NORTH OF A FENCE, 111
 OM0842'FEET NORTHWEST OF A FENCE CORNER AND 69 FEET SOUTHWEST OF A
 OM0842'WHITE WITNESS POST.  THE MONUMENT IS 14 INCHES BELOW THE
 OM0842'SURFACE OF THE GROUND AND THE DISK IS STAMPED CLYMAN 1958.
 OM0842'
 OM0842'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OM0842'16, STATE HIGHWAYS 60 AND 26 AND THE AZIMUTH MARK, GO WEST
 OM0842'ON U.S. HIGHWAY 16 AND STATE HIGHWAY 60 FOR 0.25 MILE TO A
 OM0842'DRIVEWAY ON THE LEFT (MR. E.C. PERSCHKES HOUSE ON THE WEST
 OM0842'SIDE OF THE DRIVEWAY).  TURN LEFT AND GO SOUTH ON DRIVEWAY
 OM0842'FOR 0.05 MILE TO SOUTHWEST CORNER OF A BARN AND A METAL GATE
 OM0842'ON THE LEFT.  TURN LEFT THROUGH GATE AND GO EAST FOR 60 FEET
 OM0842'TO ANOTHER GATE, CONTINUE AHEAD THROUGH GATE AND GO ALONG
 OM0842'A FARM LANE FOR 0.1 MILE TO AN OPEN FIELD.  TURN RIGHT AND
 OM0842'GO SOUTHEASTERLY ACROSS FIELD FOR 0.3 MILE TO THE STATION.
 OM0842'
 OM0842'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE AND 4 FEET NORTH
 OM0842'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 OM0842'IS STAMPED CLYMAN NO 1 1958.
 OM0842'
 OM0842'REFERENCE MARK 2 IS 58 FEET NORTH OF A FENCE AND 1 FOOT
 OM0842'WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0842'STAMPED CLYMAN NO 2 1958.
 OM0842'
 OM0842'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A FENCE, 2 FEET SOUTHWEST
 OM0842'OF A WHITE WITNESS POST, 12 FEET EAST OF A POWER POLE AND
 OM0842'120 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A TRIANGLE
 OM0842'FORMED BY THE INTERSECTION OF U.S. HIGHWAY 16 AND STATE
 OM0842'HIGHWAYS 60 AND 26.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0842'STAMPED CLYMAN 1958.
 OM0842'
 OM0842'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0842
 OM0842                          STATION RECOVERY (1973)
 OM0842
 OM0842'RECOVERY NOTE BY WI DEPT OF TRANSP 1973
 OM0842'STATION FOUND IN GOOD CONDITION ONE FOOT BELOW GROUND.  R.M.
 OM0842'1 AND R.M. 2 IN GOOD CONDITION.  COULD NOT LOCATED AZIMUTH
 OM0842'MARKER.  SET STEEL WITNESS POSTS ONE FOOT SE OF R.M. 2 AND
 OM0842'2 FEET SE OF R.M. 1.
 OM0842
 OM0842                          STATION RECOVERY (1974)
 OM0842
 OM0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OM0842'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 OM0842'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE
 OM0842'BEEN DESTROYED BY CONSTRUCTION OF AN INTERCHANGE.  THE DIRECTION
 OM0842'TO THE SPIRE AND REFERENCE MARKS CHECKED.  THE DISTANCE
 OM0842'TO REFERENCE MARK 1 CHECKED BUT THE DISTANCE TO REFERENCE
 OM0842'MARK 2 WAS FOUND TO BE SHORTER BY 0.11 OF A FOOT AND THIS IS
 OM0842'THOUGHT TO BE AN ERROR IN THE ORIGINAL MEASUREMENT.  THE
 OM0842'DISTANCE BETWEEN THE REFERENCE MARKS CHECKED.  A NEW AZIMUTH
 OM0842'MARK (REFERENCE MARK 3) WAS SET.  A NEW DESCRIPTION FOLLOWS--
 OM0842'
 OM0842'THE STATION IS 106 FEET NORTH OF A FENCE, 171 FEET NORTHEAST
 OM0842'OF A 14 INCH OAK TREE, 44 FEET WEST OF A FENCE, 111 FEET NORTHWEST
 OM0842'OF A FENCE CORNER AND A ROCK PILE, NEAR THE EAST EDGE OF A
 OM0842'CULTIVATED FIELD OWNED BY MR. C. ZIMMERMAN.  THE MONUMENT
 OM0842'IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED CLYMAN 1958.
 OM0842'(NOTE 1A 7A)
 OM0842'
 OM0842'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60
 OM0842'AND 26 (ABOUT 1 MILE NORTHWEST OF CLYMAN), GO WEST ON HIGHWAY
 OM0842'60 FOR 0.2 MILE TO A CULTIVATED FIELD ON THE LEFT.  TURN
 OM0842'LEFT AND GO SOUTH ON THE EAST EDGE OF THE FIELD FOR 0.3
 OM0842'MILE TO THE STATION.
 OM0842'
 OM0842'REFERENCE MARK 1 IS 1 FOOT NORTHWEST OF METAL WITNESS POST,
 OM0842'2 FEET WEST OF FENCE AND 162 FEET NORTH OF FENCE CORNER AND
 OM0842'SOUTH EDGE OF THE ROCK PILE.  THE MONUMENT IS FLUSH AND THE
 OM0842'DISK IS STAMPED CLYMAN NO 1 1958.
 OM0842'
 OM0842'REFERENCE MARK 2 IS 58 FEET NORTH OF THE FENCE CORNER AND
 OM0842'THE ROCK PILE, 2 FEET NORTHWEST OF A METAL WITNESS POST AND
 OM0842'2 FEET WEST OF FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 OM0842'IS STAMPED CLYMAN NO 2 1958.
 OM0842'
 OM0842'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CLYMAN 1958 AZ
 OM0842'NO 3 1974, SET IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT
 OM0842'OF OVERPASS OF HIGHWAY 26 OF HIGHWAY 60, ABOUT 1 MILE NORTHWEST
 OM0842'OF CLYMAN, 3 FEET WEST OF THE SOUTHEAST END OF THE OVERPASS,
 OM0842'19 FEET SOUTH OF THE CENTERLINE OF OVERPASS AND ABOUT 3
 OM0842'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 OM0842'
 OM0842'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0842'
 OM0842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1
 OM0842'MILE NORTHEAST OF CLYMAN
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1348 ***********************************************************************
 OM1348  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1348  DESIGNATION -  CLYMAN E GPS
 OM1348  PID         -  OM1348
 OM1348  STATE/COUNTY-  WI/DODGE
 OM1348  COUNTRY     -  US
 OM1348  USGS QUAD   -  CLYMAN (2018)
 OM1348
 OM1348                         *CURRENT SURVEY CONTROL
 OM1348  ______________________________________________________________________
 OM1348* NAD 83(2011) POSITION- 43 20 28.36572(N) 088 40 29.47097(W)   ADJUSTED
 OM1348* NAD 83(2011) ELLIP HT-   229.442 (meters)        (06/27/12)   ADJUSTED
 OM1348* NAD 83(2011) EPOCH   -  2010.00
 OM1348* NAVD 88 ORTHO HEIGHT -   264.36  (meters)      867.3   (feet) GPS OBS
 OM1348  ______________________________________________________________________
 OM1348  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 OM1348  GEOID HEIGHT    -        -34.925 (meters)                     GEOID12A
 OM1348  GEOID HEIGHT    -        -34.928 (meters)                     GEOID18
 OM1348  NAD 83(2011) X  -    107,448.211 (meters)                     COMP
 OM1348  NAD 83(2011) Y  - -4,644,942.407 (meters)                     COMP
 OM1348  NAD 83(2011) Z  -  4,355,305.798 (meters)                     COMP
 OM1348  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 OM1348  OBS GRAVITY     -    980,376.4   (mgal)                       GRAV_OBS
 OM1348
 OM1348
 OM1348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1348  Standards:
 OM1348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1348  -------------------------------------------------------------------
 OM1348  NETWORK    0.37   0.57           0.17   0.13   0.29     -0.05953298
 OM1348  -------------------------------------------------------------------
 OM1348  Click here for local accuracies and other accuracy information.
 OM1348
 OM1348.The horizontal coordinates were established by GPS observations
 OM1348.and adjusted by the National Geodetic Survey in June 2012.
 OM1348
 OM1348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1348.been affixed to the stable North American tectonic plate. See 
 OM1348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1348
 OM1348.The horizontal coordinates are valid at the epoch date displayed above
 OM1348.which is a decimal equivalence of Year/Month/Day.
 OM1348
 OM1348.The orthometric height was determined by GPS observations and a
 OM1348.high-resolution geoid model using precise GPS observation and
 OM1348.processing techniques.
 OM1348
 OM1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1348.GEOID18 height accuracy estimate available here.
 OM1348
 OM1348.Click photographs - Photos may exist for this station.
 OM1348
 OM1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1348
 OM1348.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1348
 OM1348.The ellipsoidal height was determined by GPS observations
 OM1348.and is referenced to NAD 83.
 OM1348
 OM1348.The observed gravity was obtained from relative gravimeter ties
 OM1348.to the IGSN71 gravity network.
 OM1348
 OM1348. The following values were computed from the NAD 83(2011) position.
 OM1348
 OM1348;                    North         East     Units Scale Factor Converg.
 OM1348;SPC WI S     -   149,849.437   707,442.220   MT  0.99993309   +0 54 37.8
 OM1348;SPC WI S     -   491,631.03  2,321,000.02   sFT  0.99993309   +0 54 37.8
 OM1348;UTM  16      - 4,800,069.071   364,242.162   MT  0.99982671   -1 08 58.9
 OM1348
 OM1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1348!SPC WI S     -   0.99996402  x   0.99993309  =   0.99989711
 OM1348!UTM  16      -   0.99996402  x   0.99982671  =   0.99979074
 OM1348
 OM1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6424200069(NAD 83)
 OM1348
 OM1348                          SUPERSEDED SURVEY CONTROL
 OM1348
 OM1348  NAD 83(2007)-  43 20 28.36572(N)    088 40 29.47187(W) AD(2002.00) 0
 OM1348  ELLIP H (02/10/07)  229.476  (m)                       GP(2002.00)    
 OM1348  NAD 83(1997)-  43 20 28.36576(N)    088 40 29.47200(W) AD(       ) 1
 OM1348  ELLIP H (04/02/04)  229.489  (m)                       GP(       ) 4 1
 OM1348  NAVD 88 (07/26/07)  264.34   (m)  UNKNOWN  model used  GPS OBS        
 OM1348  NAVD 88 (04/02/04)  264.32   (m)  GEOID03  model used  GPS OBS        
 OM1348
 OM1348.Superseded values are not recommended for survey control.
 OM1348
 OM1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1348.See file dsdata.pdf to determine how the superseded data were derived.
 OM1348
 OM1348_MARKER: DD = SURVEY DISK
 OM1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1348_STAMPING: CLYMAN E GPS 1992
 OM1348_MARK LOGO: WI-027
 OM1348_PROJECTION: FLUSH
 OM1348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1348+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 OM1348
 OM1348  HISTORY     - Date     Condition        Report By
 OM1348  HISTORY     - 1992     MONUMENTED       WI-027
 OM1348  HISTORY     - 19931122 GOOD             WIDT
 OM1348  HISTORY     - 20010608 GOOD             WIDT
 OM1348  HISTORY     - 2004     GOOD             WIDT
 OM1348  HISTORY     - 20060613 GOOD             WIDT
 OM1348  HISTORY     - 20160912 GOOD             WIDT
 OM1348
 OM1348                          STATION DESCRIPTION
 OM1348
 OM1348'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1348'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1348'DODGE COUNTY GRID REFERENCE L10, ABOUT 6.0 KM (3.70 MI) WEST OF
 OM1348'HUSTISFORD, IN THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION
 OM1348'13, T10N, R15E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY
 OM1348'SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1348'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 60 AND ELM
 OM1348'SHADE ROAD, GO SOUTH ON ELM SHADE ROAD FOR 0.08 KM (0.05 MI) TO THE
 OM1348'STATION ON THE LEFT.
 OM1348'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1348'FLUSH WITH THE GROUND.  IT IS 9.1 M (29.9 FT) EAST FROM THE CENTER OF
 OM1348'ELM SHADE ROAD, 7.9 M (25.9 FT) WEST SOUTHWEST FROM AN IRON PIPE, 0.8
 OM1348'M (2.6 FT) WEST FROM A RIGHT-OF-WAY POST AND 0.5 M (1.6 FT) WEST FROM
 OM1348'A WHITE PLASTIC T-POST.
 OM1348
 OM1348                          STATION RECOVERY (2001)
 OM1348
 OM1348'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1348'THE STATION IS LOCATED ABOUT 18 KM SOUTHEAST OF BEAVER DAM.
 OM1348'OWNERSHIP--TOWN OF CLYMAN.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1348'STATE HIGHWAY 26 WITH STATE HIGHWAY 60 ABOUT 6 KM SOUTH OF THE CITY OF
 OM1348'JUNEAU, GO EAST ON STATE HIGHWAY 60 FOR 5.1 KM TO ELM SHADE ROAD, TURN
 OM1348'RIGHT AND GO SOUTH ON ELM SHADE ROAD FOR 0.1 KM TO THE STATION ON THE
 OM1348'LEFT.
 OM1348'THE STATION IS A BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK SET
 OM1348'IN THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M
 OM1348'AND ABOUT 1 M BELOW THE ROAD PAVEMENT.  THE STATION IS 9.1 M EAST OF
 OM1348'THE CENTERLINE OF ELM SHADE ROAD, 75 M SOUTH OF THE EAST END OF A
 OM1348'40-CM DIAMETER CORRUGATED METAL CULVERT PIPE, AND 0.8 M WEST OF A
 OM1348'METAL R/W POST.
 OM1348'---NOTE---THE STATION IS NORTH, SOUTH AND EAST OF THREE ORANGE 4X4
 OM1348'PLASTIC WITNESS POSTS, AND 0.6 M WEST OF A WHITE PLASTIC WITNESS POST.
 OM1348'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 OM1348'THAN 21 DEGREES ABOVE THE HORIZON.
 OM1348
 OM1348                          STATION RECOVERY (2004)
 OM1348
 OM1348'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1348'RECOVERED AS DESCRIBED. ---NOTE--- 1.0 M EAST, NORTHWEST, SOUTHWEST OF
 OM1348'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 OM1348
 OM1348                          STATION RECOVERY (2006)
 OM1348
 OM1348'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OM1348'RECOVERED IN GOOD CONDITION.
 OM1348
 OM1348                          STATION RECOVERY (2016)
 OM1348
 OM1348'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 OM1348'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1349 ***********************************************************************
 OM1349  DESIGNATION -  CLYMAN GPS
 OM1349  PID         -  OM1349
 OM1349  STATE/COUNTY-  WI/DODGE
 OM1349  COUNTRY     -  US
 OM1349  USGS QUAD   -  REESEVILLE (2018)
 OM1349
 OM1349                         *CURRENT SURVEY CONTROL
 OM1349  ______________________________________________________________________
 OM1349* NAD 83(2011) POSITION- 43 19 13.43070(N) 088 45 33.59652(W)   ADJUSTED
 OM1349* NAD 83(2011) ELLIP HT-   225.798 (meters)        (06/27/12)   ADJUSTED
 OM1349* NAD 83(2011) EPOCH   -  2010.00
 OM1349* NAVD 88 ORTHO HEIGHT -   260.731 (meters)      855.42  (feet) ADJUSTED
 OM1349  ______________________________________________________________________
 OM1349  GEOID HEIGHT    -        -34.940 (meters)                     GEOID18
 OM1349  NAD 83(2011) X  -    100,633.701 (meters)                     COMP
 OM1349  NAD 83(2011) Y  - -4,646,679.721 (meters)                     COMP
 OM1349  NAD 83(2011) Z  -  4,353,621.071 (meters)                     COMP
 OM1349  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 OM1349  DYNAMIC HEIGHT  -        260.669 (meters)      855.21  (feet) COMP
 OM1349  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 OM1349  OBS GRAVITY     -    980,372.9   (mgal)                       GRAV_OBS
 OM1349
 OM1349  VERT ORDER      -  SECOND    CLASS I
 OM1349
 OM1349  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1349  Standards:
 OM1349         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1349            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1349  -------------------------------------------------------------------
 OM1349  NETWORK    0.37   0.57           0.17   0.13   0.29     -0.04409245
 OM1349  -------------------------------------------------------------------
 OM1349  Click here for local accuracies and other accuracy information.
 OM1349
 OM1349.The horizontal coordinates were established by GPS observations
 OM1349.and adjusted by the National Geodetic Survey in June 2012.
 OM1349
 OM1349.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1349.been affixed to the stable North American tectonic plate. See 
 OM1349.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1349
 OM1349.The horizontal coordinates are valid at the epoch date displayed above
 OM1349.which is a decimal equivalence of Year/Month/Day.
 OM1349
 OM1349.The orthometric height was determined by differential leveling and
 OM1349.adjusted by the WI DEPT OF TRANSP
 OM1349.in May 2012.
 OM1349
 OM1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1349.GEOID18 height accuracy estimate available here.
 OM1349
 OM1349.Click photographs - Photos may exist for this station.
 OM1349
 OM1349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1349
 OM1349.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1349
 OM1349.The ellipsoidal height was determined by GPS observations
 OM1349.and is referenced to NAD 83.
 OM1349
 OM1349.The dynamic height is computed by dividing the NAVD 88
 OM1349.geopotential number by the normal gravity value computed on the
 OM1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1349.degrees latitude (g = 980.6199 gals.).
 OM1349
 OM1349.The modeled gravity was interpolated from observed gravity values.
 OM1349
 OM1349.The observed gravity was obtained from relative gravimeter ties
 OM1349.to the IGSN71 gravity network.
 OM1349
 OM1349. The following values were computed from the NAD 83(2011) position.
 OM1349
 OM1349;                    North         East     Units Scale Factor Converg.
 OM1349;SPC WI S     -   147,431.907   700,627.607   MT  0.99993354   +0 51 08.9
 OM1349;SPC WI S     -   483,699.51  2,298,642.41   sFT  0.99993354   +0 51 08.9
 OM1349;UTM  16      - 4,797,898.263   357,345.709   MT  0.99985033   -1 12 26.1
 OM1349
 OM1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1349!SPC WI S     -   0.99996459  x   0.99993354  =   0.99989813
 OM1349!UTM  16      -   0.99996459  x   0.99985033  =   0.99981493
 OM1349
 OM1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5734597898(NAD 83)
 OM1349
 OM1349                          SUPERSEDED SURVEY CONTROL
 OM1349
 OM1349  NAD 83(2007)-  43 19 13.43070(N)    088 45 33.59741(W) AD(2002.00) 0
 OM1349  ELLIP H (02/10/07)  225.831  (m)                       GP(2002.00)    
 OM1349  NAD 83(1997)-  43 19 13.43066(N)    088 45 33.59765(W) AD(       ) 1
 OM1349  ELLIP H (08/01/05)  225.839  (m)                       GP(       ) 2 1
 OM1349  NAVD 88             260.71   (m)          855.3    (f) LEVELING    3  
 OM1349  NAVD 88 (04/20/07)  260.707  (m)          855.34   (f) SUPERSEDED  2 1
 OM1349
 OM1349.Superseded values are not recommended for survey control.
 OM1349
 OM1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1349.See file dsdata.pdf to determine how the superseded data were derived.
 OM1349
 OM1349_MARKER: DD = SURVEY DISK
 OM1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1349_STAMPING: CLYMAN GPS 1992
 OM1349_MARK LOGO: WI-027
 OM1349_PROJECTION: FLUSH
 OM1349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1349+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 OM1349
 OM1349  HISTORY     - Date     Condition        Report By
 OM1349  HISTORY     - 1992     MONUMENTED       WI-027
 OM1349  HISTORY     - 19931122 GOOD             WIDT
 OM1349  HISTORY     - 20030718 GOOD             WIDT
 OM1349  HISTORY     - 20051228 GOOD             WIDT
 OM1349  HISTORY     - 20060611 MARK NOT FOUND   USPSQD
 OM1349  HISTORY     - 20071113 GOOD             WIDT
 OM1349  HISTORY     - 20160912 GOOD             WIDT
 OM1349
 OM1349                          STATION DESCRIPTION
 OM1349
 OM1349'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1349'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1349'DODGE COUNTY GRID REFERENCE L7, ABOUT 4.6 KM (2.85 MI) SOUTHEAST OF
 OM1349'LOWELL, 3.6 KM (2.25 MI) NORTHWEST OF CLYMAN, IN THE NORTHEAST CORNER
 OM1349'OF THE SOUTHEAST 1/4 OF SECTION 19, T10N, R15E, ON HIGHWAY
 OM1349'RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770
 OM1349'CONCERNING STATION COORDINATES.
 OM1349'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY J
 OM1349'AND WELSH ROAD (NORTH), GO NORTH ON WELSH ROAD FOR 0.8 KM (0.50 MI)
 OM1349'TO THE STATION ON THE RIGHT.
 OM1349'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1349'FLUSH WITH THE GROUND.  IT IS 9.1 M (29.9 FT) EAST FROM THE CENTER OF
 OM1349'WELSH ROAD AND 0.6 M (2.0 FT) WEST FROM A WHITE PLASTIC T-POST.
 OM1349
 OM1349                          STATION RECOVERY (2003)
 OM1349
 OM1349'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1349'OWNERSHIP--TOWN OF CLYMAN.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1349'STATE HIGHWAY  16 AND STATE HIGHWAY 60 WEST WITH STATE HIGHWAY 26
 OM1349'NORTH ABOUT 9 MI NORTH OF THE CITY  OF WATERTOWN, GO WEST ON STATE
 OM1349'HIGHWAY 16 AND STATE HIGHWAY 60 WEST FOR 1.1 MI TO  WELSH ROAD ON THE
 OM1349'LEFT, TURN LEFT AND GO SOUTH ON WELSH ROAD FOR 0.5 MI TO THE STATION
 OM1349'ON THE LEFT.  THE STATION IS A BRONZE DODGE COUNTY GEODETIC CONTROL
 OM1349'MARKER DISK SET IN  THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT
 OM1349'LEVEL WITH THE ROAD  PAVEMENT.  THE STATION IS 9.3 M EAST OF THE
 OM1349'CENTERLINE OF WELSH ROAD, 23.6 M SOUTHEAST OF  POWER POLE
 OM1349'--04-08609--, 1  M WEST OF A CULTIVATED FIELD, 1.0 M NORTH, SOUTH,
 OM1349'EAST OF THREE ORANGE 4X4 PLASTIC  WITNESS POSTS AND 0.6 M WEST OF A
 OM1349'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS  STATION HAS NO VISIBLE
 OM1349'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 OM1349
 OM1349                          STATION RECOVERY (2005)
 OM1349
 OM1349'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 OM1349'RECOVERED AS DESCRIBED.
 OM1349
 OM1349                          STATION RECOVERY (2006)
 OM1349
 OM1349'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM1349'MARK NOT FOUND.
 OM1349
 OM1349                          STATION RECOVERY (2007)
 OM1349
 OM1349'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM1349'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.52 MILE SOUTH OF
 OM1349'STATE HIGHWAYS 16 AND 60.
 OM1349
 OM1349                          STATION RECOVERY (2016)
 OM1349
 OM1349'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 OM1349'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1350 ***********************************************************************
 OM1350  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1350  DESIGNATION -  CLYMAN S GPS
 OM1350  PID         -  OM1350
 OM1350  STATE/COUNTY-  WI/DODGE
 OM1350  COUNTRY     -  US
 OM1350  USGS QUAD   -  CLYMAN (2018)
 OM1350
 OM1350                         *CURRENT SURVEY CONTROL
 OM1350  ______________________________________________________________________
 OM1350* NAD 83(2011) POSITION- 43 17 18.30244(N) 088 42 30.73687(W)   ADJUSTED
 OM1350* NAD 83(2011) ELLIP HT-   241.519 (meters)        (06/27/12)   ADJUSTED
 OM1350* NAD 83(2011) EPOCH   -  2010.00
 OM1350* NAVD 88 ORTHO HEIGHT -   276.36  (meters)      906.7   (feet) GPS OBS
 OM1350  ______________________________________________________________________
 OM1350  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 OM1350  GEOID HEIGHT    -        -34.844 (meters)                     GEOID12A
 OM1350  GEOID HEIGHT    -        -34.852 (meters)                     GEOID18
 OM1350  NAD 83(2011) X  -    104,808.258 (meters)                     COMP
 OM1350  NAD 83(2011) Y  - -4,649,036.461 (meters)                     COMP
 OM1350  NAD 83(2011) Z  -  4,351,046.211 (meters)                     COMP
 OM1350  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 OM1350  OBS GRAVITY     -    980,367.2   (mgal)                       GRAV_OBS
 OM1350
 OM1350
 OM1350  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1350  Standards:
 OM1350         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1350            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1350  -------------------------------------------------------------------
 OM1350  NETWORK    0.40   0.57           0.18   0.14   0.29     -0.04123032
 OM1350  -------------------------------------------------------------------
 OM1350  Click here for local accuracies and other accuracy information.
 OM1350
 OM1350.The horizontal coordinates were established by GPS observations
 OM1350.and adjusted by the National Geodetic Survey in June 2012.
 OM1350
 OM1350.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1350.been affixed to the stable North American tectonic plate. See 
 OM1350.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1350
 OM1350.The horizontal coordinates are valid at the epoch date displayed above
 OM1350.which is a decimal equivalence of Year/Month/Day.
 OM1350
 OM1350.The orthometric height was determined by GPS observations and a
 OM1350.high-resolution geoid model using precise GPS observation and
 OM1350.processing techniques.
 OM1350
 OM1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1350.GEOID18 height accuracy estimate available here.
 OM1350
 OM1350.Click photographs - Photos may exist for this station.
 OM1350
 OM1350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1350
 OM1350.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1350
 OM1350.The ellipsoidal height was determined by GPS observations
 OM1350.and is referenced to NAD 83.
 OM1350
 OM1350.The observed gravity was obtained from relative gravimeter ties
 OM1350.to the IGSN71 gravity network.
 OM1350
 OM1350. The following values were computed from the NAD 83(2011) position.
 OM1350
 OM1350;                    North         East     Units Scale Factor Converg.
 OM1350;SPC WI S     -   143,942.174   704,802.114   MT  0.99993448   +0 53 14.5
 OM1350;SPC WI S     -   472,250.28  2,312,338.27   sFT  0.99993448   +0 53 14.5
 OM1350;UTM  16      - 4,794,261.103   361,391.748   MT  0.99983634   -1 10 18.1
 OM1350
 OM1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1350!SPC WI S     -   0.99996213  x   0.99993448  =   0.99989661
 OM1350!UTM  16      -   0.99996213  x   0.99983634  =   0.99979847
 OM1350
 OM1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6139194261(NAD 83)
 OM1350
 OM1350                          SUPERSEDED SURVEY CONTROL
 OM1350
 OM1350  NAD 83(2007)-  43 17 18.30242(N)    088 42 30.73778(W) AD(2002.00) 0
 OM1350  ELLIP H (02/10/07)  241.551  (m)                       GP(2002.00)    
 OM1350  NAD 83(1997)-  43 17 18.30241(N)    088 42 30.73804(W) AD(       ) 1
 OM1350  ELLIP H (04/02/04)  241.561  (m)                       GP(       ) 4 1
 OM1350  NAVD 88 (07/26/07)  276.35   (m)  UNKNOWN  model used  GPS OBS        
 OM1350  NAVD 88 (04/02/04)  276.32   (m)  GEOID03  model used  GPS OBS        
 OM1350
 OM1350.Superseded values are not recommended for survey control.
 OM1350
 OM1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1350.See file dsdata.pdf to determine how the superseded data were derived.
 OM1350
 OM1350_MARKER: DD = SURVEY DISK
 OM1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1350_STAMPING: CLYMAN S GPS 1992
 OM1350_MARK LOGO: WI-027
 OM1350_PROJECTION: FLUSH
 OM1350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1350+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 OM1350
 OM1350  HISTORY     - Date     Condition        Report By
 OM1350  HISTORY     - 1992     MONUMENTED       WI-027
 OM1350  HISTORY     - 19931122 GOOD             WIDT
 OM1350  HISTORY     - 2002     GOOD             WIDT
 OM1350  HISTORY     - 2004     GOOD             WIDT
 OM1350  HISTORY     - 20060613 GOOD             WIDT
 OM1350  HISTORY     - 20160912 GOOD             WIDT
 OM1350
 OM1350                          STATION DESCRIPTION
 OM1350
 OM1350'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1350'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1350'DODGE COUNTY GRID REFERENCE M9, ABOUT 2.6 KM (1.60 MI)
 OM1350'SOUTH-SOUTHEAST OF CLYMAN, IN THE SOUTHEAST CORNER OF THE SOUTHWEST
 OM1350'1/4 OF SECTION 34, T10N, R15E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT
 OM1350'DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION
 OM1350'COORDINATES.
 OM1350'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY M
 OM1350'AND SCHMIDT ROAD, GO WEST ON SCHMIDT ROAD FOR 0.24 KM (0.15 MI) TO
 OM1350'THE STATION ON THE LEFT.
 OM1350'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1350'FLUSH WITH THE GROUND.  IT IS 9.4 M (30.8 FT) SOUTH FROM THE CENTER
 OM1350'OF SCHMIDT ROAD, SOUTH-SOUTHEAST FROM A DRIVEWAY AT W6312 AND 0.4 M
 OM1350'(1.3 FT) NORTH FROM A WHITE PLASTIC T-POST.
 OM1350
 OM1350                          STATION RECOVERY (2002)
 OM1350
 OM1350'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 OM1350'THE STATION IS LOCATED ABOUT 21 KM SOUTHEAST OF BEAVER DAM, 10 KM
 OM1350'NORTH OF WATERTOWN, 3 KM SOUTHEAST OF CLYMAN.  OWNERSHIP--TOWN OF
 OM1350'CLYMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26
 OM1350'AND STATE HIGHWAY 16 SOUTH WITH STATE HIGHWAY 16 WEST AND STATE
 OM1350'HIGHWAY 60 WEST ABOUT 2 KM NORTH OF THE VILLAGE OF CLYMAN, GO SOUTH ON
 OM1350'STATE HIGHWAY 16 AND STATE HIGHWAY 26 FOR 1.6 KM TO COUNTY HIGHWAY J,
 OM1350'TURN LEFT AND GO EAST ON COUNTY HIGHWAY J FOR 2.4 KM TO COUNTY HIGHWAY
 OM1350'M, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY M FOR 2.9 KM TO SCHMIDT
 OM1350'ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON SCHMIDT ROAD FOR 0.3 KM
 OM1350'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE DODGE COUNTY
 OM1350'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 OM1350'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1 M BELOW THE ROAD
 OM1350'PAVEMENT.  THE STATION IS 10.0 M SOUTH OF THE CENTERLINE OF SCHMIDT
 OM1350'ROAD, 31.9  M SOUTHEAST OF POWER POLE --96-14171--, 21.6 M
 OM1350'SOUTH-SOUTHEAST OF A WOOD CORNER POST FOR A WIRE FENCE EAST OF PRIVATE
 OM1350'ENTRANCE --W6312--, 13 M EAST OF THE EXTENDED CENTERLINE OF PRIVATE
 OM1350'ENTRANCE --W6312F--, AND 5 M NORTH OF A CULTIVATED FIELD.
 OM1350'---NOTE---THE STATION IS EAST, WEST AND SOUTH OF THREE ORANGE 4X4
 OM1350'PLASTIC WITNESS POSTS AND 0.6 M NORTH OF A WHITE PLASTIC WITNESS POST.
 OM1350'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 OM1350'THAN 15 DEGREES ABOVE THE HORIZON.
 OM1350
 OM1350                          STATION RECOVERY (2004)
 OM1350
 OM1350'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1350'RECOVERED AS DESCRIBED.
 OM1350
 OM1350                          STATION RECOVERY (2006)
 OM1350
 OM1350'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OM1350'RECOVERED IN GOOD CONDITION.
 OM1350
 OM1350                          STATION RECOVERY (2016)
 OM1350
 OM1350'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 OM1350'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0841 ***********************************************************************
 OM0841  DESIGNATION -  CLYMAN ST JOHNS CATH CH SPIRE
 OM0841  PID         -  OM0841
 OM0841  STATE/COUNTY-  WI/DODGE
 OM0841  COUNTRY     -  US
 OM0841  USGS QUAD   -  CLYMAN (2018)
 OM0841
 OM0841                         *CURRENT SURVEY CONTROL
 OM0841  ______________________________________________________________________
 OM0841* NAD 83(1991) POSITION- 43 18 49.11233(N) 088 43 20.80192(W)   ADJUSTED
 OM0841  ______________________________________________________________________
 OM0841  GEOID HEIGHT    -        -34.902 (meters)                     GEOID18
 OM0841  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 OM0841  HORZ ORDER      -  THIRD
 OM0841
 OM0841.The horizontal coordinates were established by classical geodetic methods
 OM0841.and adjusted by the National Geodetic Survey in November 1991.
 OM0841
 OM0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0841.GEOID18 height accuracy estimate available here.
 OM0841
 OM0841.Click photographs - Photos may exist for this station.
 OM0841
 OM0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0841
 OM0841. The following values were computed from the NAD 83(1991) position.
 OM0841
 OM0841;                    North         East     Units Scale Factor Converg.
 OM0841;SPC WI S     -   146,726.735   703,630.722   MT  0.99993371   +0 52 40.1
 OM0841;SPC WI S     -   481,385.96  2,308,495.13   sFT  0.99993371   +0 52 40.1
 OM0841;UTM  16      - 4,797,085.687   360,321.276   MT  0.99984000   -1 10 54.4
 OM0841
 OM0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6032197085(NAD 83)
 OM0841
 OM0841                          SUPERSEDED SURVEY CONTROL
 OM0841
 OM0841  NAD 83(1986)-  43 18 49.10461(N)    088 43 20.80844(W) AD(       ) 3
 OM0841  NAD 27      -  43 18 49.12600(N)    088 43 20.44100(W) AD(       ) 3
 OM0841
 OM0841.Superseded values are not recommended for survey control.
 OM0841
 OM0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0841.See file dsdata.pdf to determine how the superseded data were derived.
 OM0841
 OM0841_MARKER: 90 = CHURCH SPIRE
 OM0841
 OM0841  HISTORY     - Date     Condition        Report By
 OM0841  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM0841  HISTORY     - 19950819 GOOD             USPSQD
 OM0841  HISTORY     - 20021228 GOOD             USPSQD
 OM0841  HISTORY     - 20040319 GOOD             USPSQD
 OM0841
 OM0841                          STATION DESCRIPTION
 OM0841
 OM0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0841'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE ON THE
 OM0841'CHURCH LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 OM0841'CHURCH STREET AND TERRITORIAL ROAD IN THE WESTERN SECTION OF
 OM0841'THE VILLAGE OF CLYMAN.  THE SPIRE HAS A LIGHT GREEN ROOF WITH
 OM0841'VERTICAL WHITE STRIPES.  THE HEIGHT OF THE SPIRE IS APPROXIMATELY
 OM0841'100 FEET.
 OM0841
 OM0841                          STATION RECOVERY (1995)
 OM0841
 OM0841'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0841'RECOVERED IN GOOD CONDITION.
 OM0841
 OM0841                          STATION RECOVERY (2002)
 OM0841
 OM0841'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0841'RECOVERED IN GOOD CONDITION. THE SPIRE NOW HAS A WHITE ROOF WITH
 OM0841'VERTICAL BROWN STRIPES AT THE INTERSECTIONS.
 OM0841
 OM0841                          STATION RECOVERY (2004)
 OM0841
 OM0841'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0841'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0843 ***********************************************************************
 OM0843  DESIGNATION -  CLYMAN ZION EV LUTH CH SPIRE
 OM0843  PID         -  OM0843
 OM0843  STATE/COUNTY-  WI/DODGE
 OM0843  COUNTRY     -  US
 OM0843  USGS QUAD   -  CLYMAN (2018)
 OM0843
 OM0843                         *CURRENT SURVEY CONTROL
 OM0843  ______________________________________________________________________
 OM0843* NAD 83(1991) POSITION- 43 18 49.76846(N) 088 43 13.20201(W)   ADJUSTED
 OM0843  ______________________________________________________________________
 OM0843  GEOID HEIGHT    -        -34.902 (meters)                     GEOID18
 OM0843  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 OM0843  HORZ ORDER      -  THIRD
 OM0843
 OM0843.The horizontal coordinates were established by classical geodetic methods
 OM0843.and adjusted by the National Geodetic Survey in November 1991.
 OM0843
 OM0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0843.GEOID18 height accuracy estimate available here.
 OM0843
 OM0843.Click photographs - Photos may exist for this station.
 OM0843
 OM0843.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0843
 OM0843. The following values were computed from the NAD 83(1991) position.
 OM0843
 OM0843;                    North         East     Units Scale Factor Converg.
 OM0843;SPC WI S     -   146,749.606   703,801.641   MT  0.99993371   +0 52 45.3
 OM0843;SPC WI S     -   481,461.00  2,309,055.88   sFT  0.99993371   +0 52 45.3
 OM0843;UTM  16      - 4,797,102.399   360,492.891   MT  0.99983941   -1 10 49.2
 OM0843
 OM0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6049297102(NAD 83)
 OM0843
 OM0843                          SUPERSEDED SURVEY CONTROL
 OM0843
 OM0843  NAD 83(1986)-  43 18 49.76076(N)    088 43 13.20858(W) AD(       ) 3
 OM0843  NAD 27      -  43 18 49.78300(N)    088 43 12.84300(W) AD(       ) 3
 OM0843
 OM0843.Superseded values are not recommended for survey control.
 OM0843
 OM0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0843.See file dsdata.pdf to determine how the superseded data were derived.
 OM0843
 OM0843_MARKER: 90 = CHURCH SPIRE
 OM0843
 OM0843  HISTORY     - Date     Condition        Report By
 OM0843  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM0843  HISTORY     - 19950819 GOOD             USPSQD
 OM0843  HISTORY     - 20021228 GOOD             USPSQD
 OM0843  HISTORY     - 20040319 GOOD             USPSQD
 OM0843
 OM0843                          STATION DESCRIPTION
 OM0843
 OM0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0843'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE ON THE CHURCH
 OM0843'LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF MAIN
 OM0843'STREET AND TERRITORIAL ROAD IN THE VILLAGE OF CLYMAN.  THE
 OM0843'SPIRE HAS A WHITE ROOF WITH A BROWN CROSS ON TOP.  THE HEIGHT
 OM0843'IS APPROXIMATELY 80 FEET.
 OM0843
 OM0843                          STATION RECOVERY (1995)
 OM0843
 OM0843'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0843'RECOVERED IN GOOD CONDITION.
 OM0843
 OM0843                          STATION RECOVERY (2002)
 OM0843
 OM0843'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0843'RECOVERED IN GOOD CONDITION. AN ADDITION HAS BEEN CONSTRUCTED ON THE
 OM0843'EAST SIDE OF THE CHURCH BUT THE STEEPLE REMAINS AS DESCRIBED IN 1958
 OM0843'EXCEPT THAT THE CROSS IS NOW WHITE.
 OM0843
 OM0843                          STATION RECOVERY (2004)
 OM0843
 OM0843'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0843'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AH5307 ***********************************************************************
 AH5307  PACS        -  This is a Primary Airport Control Station.
 AH5307  DESIGNATION -  CMY A
 AH5307  PID         -  AH5307
 AH5307  STATE/COUNTY-  WI/MONROE
 AH5307  COUNTRY     -  US
 AH5307  USGS QUAD   -  CITY ROCK (2018)
 AH5307
 AH5307                         *CURRENT SURVEY CONTROL
 AH5307  ______________________________________________________________________
 AH5307* NAD 83(2011) POSITION- 43 57 30.49813(N) 090 44 11.00532(W)   ADJUSTED
 AH5307* NAD 83(2011) ELLIP HT-   218.333 (meters)        (06/27/12)   ADJUSTED
 AH5307* NAD 83(2011) EPOCH   -  2010.00
 AH5307* NAVD 88 ORTHO HEIGHT -   251.675 (meters)      825.70  (feet) ADJUSTED
 AH5307  ______________________________________________________________________
 AH5307  GEOID HEIGHT    -        -33.347 (meters)                     GEOID18
 AH5307  NAD 83(2011) X  -    -59,104.642 (meters)                     COMP
 AH5307  NAD 83(2011) Y  - -4,598,457.845 (meters)                     COMP
 AH5307  NAD 83(2011) Z  -  4,404,922.765 (meters)                     COMP
 AH5307  LAPLACE CORR    -         -6.40  (seconds)                    DEFLEC18
 AH5307  DYNAMIC HEIGHT  -        251.625 (meters)      825.54  (feet) COMP
 AH5307  MODELED GRAVITY -    980,414.5   (mgal)                       NAVD 88
 AH5307
 AH5307  VERT ORDER      -  SECOND    CLASS I
 AH5307
 AH5307  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5307  Standards:
 AH5307         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5307            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5307  -------------------------------------------------------------------
 AH5307  NETWORK    0.26   0.33           0.12   0.09   0.17     -0.02410756
 AH5307  -------------------------------------------------------------------
 AH5307  Click here for local accuracies and other accuracy information.
 AH5307
 AH5307.This mark is at Sparta/fort Mccoy Airport (CMY)
 AH5307
 AH5307.The horizontal coordinates were established by GPS observations
 AH5307.and adjusted by the National Geodetic Survey in June 2012.
 AH5307
 AH5307.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5307.been affixed to the stable North American tectonic plate. See 
 AH5307.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH5307
 AH5307.The horizontal coordinates are valid at the epoch date displayed above
 AH5307.which is a decimal equivalence of Year/Month/Day.
 AH5307
 AH5307.The orthometric height was determined by differential leveling and
 AH5307.adjusted by the NATIONAL GEODETIC SURVEY
 AH5307.in September 2018.
 AH5307
 AH5307.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5307.GEOID18 height accuracy estimate available here.
 AH5307
 AH5307.Click photographs - Photos may exist for this station.
 AH5307
 AH5307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5307
 AH5307.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5307
 AH5307.The ellipsoidal height was determined by GPS observations
 AH5307.and is referenced to NAD 83.
 AH5307
 AH5307.The dynamic height is computed by dividing the NAVD 88
 AH5307.geopotential number by the normal gravity value computed on the
 AH5307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5307.degrees latitude (g = 980.6199 gals.).
 AH5307
 AH5307.The modeled gravity was interpolated from observed gravity values.
 AH5307
 AH5307. The following values were computed from the NAD 83(2011) position.
 AH5307
 AH5307;                    North         East     Units Scale Factor Converg.
 AH5307;SPC WI S     -   217,833.843   540,897.712   MT  0.99997982   -0 30 21.5
 AH5307;SPC WI S     -   714,676.53  1,774,595.24   sFT  0.99997982   -0 30 21.5
 AH5307;UTM  15      - 4,869,751.279   681,611.218   MT  1.00000568   +1 34 18.1
 AH5307
 AH5307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5307!SPC WI S     -   0.99996577  x   0.99997982  =   0.99994559
 AH5307!UTM  15      -   0.99996577  x   1.00000568  =   0.99997145
 AH5307
 AH5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8161169751(NAD 83)
 AH5307
 AH5307                          SUPERSEDED SURVEY CONTROL
 AH5307
 AH5307  NAD 83(2007)-  43 57 30.49828(N)    090 44 11.00619(W) AD(2002.00) 0
 AH5307  ELLIP H (02/10/07)  218.358  (m)                       GP(2002.00)    
 AH5307  NAD 83(1997)-  43 57 30.49831(N)    090 44 11.00670(W) AD(       ) A
 AH5307  ELLIP H (04/28/99)  218.370  (m)                       GP(       ) 3 1
 AH5307  NAVD 88 (07/15/13)  251.68   (m)  GEOID12A model used  GPS OBS        
 AH5307  NAVD 88 (07/29/08)  251.66   (m)  GEOID03  model used  GPS OBS        
 AH5307  NAVD 88 (04/28/99)  251.67   (m)  GEOID96  model used  GPS OBS        
 AH5307
 AH5307.Superseded values are not recommended for survey control.
 AH5307
 AH5307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5307.See file dsdata.pdf to determine how the superseded data were derived.
 AH5307
 AH5307_MARKER: F = FLANGE-ENCASED ROD
 AH5307_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH5307_STAMPING: CMY A 1997
 AH5307_MARK LOGO: NGS
 AH5307_PROJECTION: FLUSH
 AH5307_MAGNETIC: I = MARKER IS A STEEL ROD
 AH5307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5307+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2024
 AH5307_ROD/PIPE-DEPTH: 12.4 meters
 AH5307_SLEEVE-DEPTH  : 0.90 meters
 AH5307
 AH5307  HISTORY     - Date     Condition        Report By
 AH5307  HISTORY     - 1997     MONUMENTED       NGS
 AH5307  HISTORY     - 20061002 GOOD             WIDT
 AH5307  HISTORY     - 20100908 GOOD             WIDT
 AH5307  HISTORY     - 20180516 GOOD             WIDT
 AH5307  HISTORY     - 20240312 GOOD             DOD
 AH5307
 AH5307                          STATION DESCRIPTION
 AH5307
 AH5307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AH5307'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 AH5307'SPARTA/FORT MCCOY (CMY) AIRPORT.  THE STATION IS LOCATED ABOUT 3 KM
 AH5307'(1.85 MI) NORTHEAST OF SPARTA AT THE SPARTA-FORT MC COY AIRPORT, IN
 AH5307'THE SOUTHEAST QUADRANT OF THE JUNCTION OF THE RUNWAYS, JUST NORTH OF
 AH5307'THE WEST END OF A ROW OF GRASS AIRPLANE TIE-DOWNS, ADJACENT TO A SMALL
 AH5307'DITCH AND IN LINE WITH THE 2ND SET OF RUNWAY LIGHTS EAST OF THE
 AH5307'JUNCTION OF THE RUNWAYS.  OWNERSHIP--U.S.  ARMY, COMMANDER, FORT MC
 AH5307'COY, WI 54656.  PHONE 698-388-3001.  BASE OPERATIONS IS ERIC RHYNER,
 AH5307'AFZR-PTV, FORT MC COY, WI 54656.  PHONE 608-388-4207.  CONTACT HIM FOR
 AH5307'PERMISSION TO OCCUPY THIS STATION AND STOP AT THE OPERATIONS OFFICE
 AH5307'BEFORE OCCUPYING THIS STATION.  TO REACH FROM THE OVERPASS AT THE
 AH5307'JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 16 ABOUT 4 KM
 AH5307'(2.50 MI) EAST OF SPARTA, GO NORTHEAST ON HIGHWAY 16 FOR 2.58 KM (1.60
 AH5307'MI) TO A PAVED ROAD LEFT (COUNTY ROAD A) AND A GRAVEL ROAD RIGHT AT
 AH5307'THE ENTRANCE TO FORT MC COY.  TURN LEFT AND PROCEED NORTH ON COUNTY
 AH5307'ROAD A, PASSING UNDER HIGHWAY 90 FOR 0.38 KM (0.25 MI) TO A PAVED ROAD
 AH5307'RIGHT.  TURN RIGHT AND GO NORTH ON THE ROAD FOR 0.80 KM (0.50 MI) TO
 AH5307'THE PAVED AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON
 AH5307'THE AIRPORT ENTRANCE ROAD PASSING TO THE RIGHT OF TWO CONTROL TOWERS
 AH5307'FOR 0.45 KM (0.25 MI) TO THE OPERATIONS BUILDING AND THE APRON.  TURN
 AH5307'LEFT AND GO WEST ACROSS THE APRON AND ALONG A TAXIWAY FOR 0.16 KM
 AH5307'(0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A CENTERPUNCH
 AH5307'IN THE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 AH5307'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AH5307'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 96.9 M (317.9
 AH5307'FT) SOUTH-SOUTHWEST OF THE CENTER OF RUNWAY 11-29, 81.7 M (268.0 FT)
 AH5307'SOUTH-SOUTHWEST OF THE SOUTH RUNWAY EDGE, 81.0 M (265.7 FT)
 AH5307'EAST-NORTHEAST OF THE CENTER OF RUNWAY 1-19, 66.3 M (217.5 FT)
 AH5307'EAST-NORTHEAST OF THE EAST RUNWAY EDGE, 62.9 M (206.4 FT)
 AH5307'NORTH-NORTHEAST OF THE EXTENDED CENTER OF THE PARALLEL TAXIWAY FOR
 AH5307'RUNWAY 11-29, 0.9 M (3.0 FT) NORTH OF A FIBERGLASS WITNESS POST, AND
 AH5307'0.8 M (2.6 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 AH5307
 AH5307                          STATION RECOVERY (2006)
 AH5307
 AH5307'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 AH5307'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AH5307'OF INTERSTATE HIGHWAY 90 WITH STATE HIGHWAY 16 (EXIT 28) ABOUT 2.5 MI
 AH5307'(4.0 KM) EAST OF THE CITY OF SPARTA, GO EAST ON STATE HIGHWAY 16 FOR
 AH5307'1.6 MI (2.6 KM) TO COUNTY HIGHWAY A (13TH AVENUE), TURN LEFT AND GO
 AH5307'NORTH ON COUNTY HIGHWAY A, PASSING UNDER INTERSTATE HIGHWAY 90, FOR
 AH5307'0.25 MI (0.4 KM) TO A LEFT CURVE IN THE ROAD AND 13TH AVENUE ON THE
 AH5307'RIGHT, TURN RIGHT AND GO NORTH ON 13TH AVENUE FOR 0.5 MI (0.8 KM) TO
 AH5307'THE SPARTA/FORT MCCOY AIRPORT ENTRANCE ROAD ON THE LEFT.  CONTINUE TO
 AH5307'THE STATION AS DESCRIBED IN 1997.  ADD--THE STATION IS LOCATED 44 M
 AH5307'(144.4 FT) NORTH OF THE WESTERLY-MOST TIE DOWN AREA FOR ROW 'A' OF THE
 AH5307'HELICOPTER PARKING AREA AND 11 M (36.1 FT) NORTH OF THE PREVIOUSLY
 AH5307'DESCRIBED SMALL DITCH.
 AH5307
 AH5307                          STATION RECOVERY (2010)
 AH5307
 AH5307'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 AH5307'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.9 M NORTH OF AN
 AH5307'ORANGE FIBERGLASS WITNESS POST.  NOTE1---FOLLOWING THE 2006 TO REACH,
 AH5307'ENTER THE AIRPORT PROPERTY AT GATE 64, GO WEST ON THE ENTRY ROAD TO
 AH5307'THE U.S. ARMY RESERVE CENTER ON THE LEFT.  NOTE2---THE MANAGER OF BASE
 AH5307'OPERATIONS IS JIM HUBBARD, 608-388-4207, WHOSE OFFICE IS IN THE U.S.
 AH5307'ARMY RESERVE CENTER.
 AH5307'NOTE3---THE TIE DOWN AREAS IN THE 2006 DESCRIPTION ARE IN THE PROCESS
 AH5307'OF BEING REMOVED.
 AH5307
 AH5307                          STATION RECOVERY (2018)
 AH5307
 AH5307'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (EPS)
 AH5307'RECOVERED AS DESCRIBED.
 AH5307'
 AH5307'NOTE-CONTACT SPARTA/FORT MCCOY (CMY) AIRFIELD OPERATIONS 608-388-4207
 AH5307'OR 608-633-9862 FOR PERMISSION TO ACCESS THIS STATION.
 AH5307
 AH5307                          STATION RECOVERY (2024)
 AH5307
 AH5307'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 2024 (MS)
 AH5307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RM0301 ***********************************************************************
 RM0301  DESIGNATION -  COBB
 RM0301  PID         -  RM0301
 RM0301  STATE/COUNTY-  WI/DOUGLAS
 RM0301  COUNTRY     -  US
 RM0301  USGS QUAD   -  GORDON (2018)
 RM0301
 RM0301                         *CURRENT SURVEY CONTROL
 RM0301  ______________________________________________________________________
 RM0301* NAD 83(1996) POSITION- 46 12 24.58839(N) 091 46 35.51581(W)   ADJUSTED
 RM0301* NAVD 88 ORTHO HEIGHT -   330.257 (meters)     1083.52  (feet) ADJUSTED
 RM0301  ______________________________________________________________________
 RM0301  GEOID HEIGHT    -        -27.115 (meters)                     GEOID18
 RM0301  LAPLACE CORR    -         -5.75  (seconds)                    DEFLEC18
 RM0301  DYNAMIC HEIGHT  -        330.290 (meters)     1083.63  (feet) COMP
 RM0301  MODELED GRAVITY -    980,704.2   (mgal)                       NAVD 88
 RM0301
 RM0301  HORZ ORDER      -  FIRST
 RM0301  VERT ORDER      -  FIRST     CLASS II
 RM0301
 RM0301.The horizontal coordinates were established by classical geodetic methods
 RM0301.and adjusted by the National Geodetic Survey in March 1999.
 RM0301
 RM0301.The orthometric height was determined by differential leveling and
 RM0301.adjusted by the NATIONAL GEODETIC SURVEY
 RM0301.in June 1991.
 RM0301
 RM0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0301.GEOID18 height accuracy estimate available here.
 RM0301
 RM0301.Click photographs - Photos may exist for this station.
 RM0301
 RM0301.The Laplace correction was computed from DEFLEC18 derived deflections.
 RM0301
 RM0301.The dynamic height is computed by dividing the NAVD 88
 RM0301.geopotential number by the normal gravity value computed on the
 RM0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0301.degrees latitude (g = 980.6199 gals.).
 RM0301
 RM0301.The modeled gravity was interpolated from observed gravity values.
 RM0301
 RM0301. The following values were computed from the NAD 83(1996) position.
 RM0301
 RM0301;                    North         East     Units Scale Factor Converg.
 RM0301;SPC WI N     -   117,141.612   462,916.510   MT  0.99994558   -1 16 53.5
 RM0301;SPC WI N     -   384,322.11  1,518,751.92   sFT  0.99994558   -1 16 53.5
 RM0301;UTM  15      - 5,117,755.605   594,382.046   MT  0.99970950   +0 52 59.6
 RM0301
 RM0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0301!SPC WI N     -   0.99995248  x   0.99994558  =   0.99989806
 RM0301!UTM  15      -   0.99995248  x   0.99970950  =   0.99966199
 RM0301
 RM0301:                Primary Azimuth Mark                     Grid Az
 RM0301:SPC WI N     -  RUTH                                     150 31 28.3
 RM0301:UTM  15      -  RUTH                                     148 21 35.2
 RM0301
 RM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9438217755(NAD 83)
 RM0301
 RM0301|---------------------------------------------------------------------|
 RM0301| PID    Reference Object                     Distance      Geod. Az  |
 RM0301|                                                           dddmmss.s |
 RM0301| RM0302 RUTH                                APPROX. 1.7 KM 1491434.8 |
 RM0301|---------------------------------------------------------------------|
 RM0301
 RM0301                          SUPERSEDED SURVEY CONTROL
 RM0301
 RM0301  NAD 83(1991)-  46 12 24.58732(N)    091 46 35.51433(W) AD(       ) 1
 RM0301  NAD 83(1986)-  46 12 24.58146(N)    091 46 35.51449(W) AD(       ) 1
 RM0301  NAD 27      -  46 12 24.79800(N)    091 46 34.82900(W) AD(       ) 1
 RM0301  USSD        -  46 12 25.12500(N)    091 46 34.57900(W) AD(       ) 3
 RM0301  NGVD 29 (??/??/92)  330.306  (m)         1083.68   (f) ADJ UNCH    1 2
 RM0301  NGVD 29             330.31   (m)         1083.7    (f) LEVELING    3  
 RM0301
 RM0301.Superseded values are not recommended for survey control.
 RM0301
 RM0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0301.See file dsdata.pdf to determine how the superseded data were derived.
 RM0301
 RM0301_MARKER: DS = TRIANGULATION STATION DISK
 RM0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0301_STAMPING: COBB 1921
 RM0301_MARK LOGO: CGS
 RM0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0301+STABILITY: SURFACE MOTION
 RM0301
 RM0301  HISTORY     - Date     Condition        Report By
 RM0301  HISTORY     - 1921     MONUMENTED       CGS
 RM0301  HISTORY     - 1922     GOOD             CGS
 RM0301  HISTORY     - 1934     GOOD             CGS
 RM0301
 RM0301                          STATION DESCRIPTION
 RM0301
 RM0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 RM0301'STATION IS LOCATED ABOUT 2-1/2 MILES S OF GORDON, ON THE W
 RM0301'SIDE OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0301'MARIE RAILWAY, ABOUT THE MIDDLE OF THE SECOND CURVE S OF GORDON.
 RM0301'IT IS LOCATED ON THE EXTENSION OF THE E RAIL FROM THE S AND
 RM0301'ABOUT 6 FEET FROM THE RAILROAD PROPERTY LINE.  IT IS ABOUT
 RM0301'300 FEET N OF MILEPOST 418.  DISTANCE TO W RAIL 10.93 METERS
 RM0301'(35.85 FEET).
 RM0301'
 RM0301'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RM0301'DISKS SET IN CONCRETE.
 RM0301
 RM0301                          STATION RECOVERY (1922)
 RM0301
 RM0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 RM0301'2.6 MI S FROM GORDON.
 RM0301'STATION IS LOCATED ABOUT TWO AND ONE HALF MILES SOUTH OF GORDON,
 RM0301'ON THE WEST SIDE OF THE TRACK OF THE M.ST.P. AND S.STE. MARIE
 RM0301'RY. ABOUT THE MIDDLE OF THE SECOND CURVE SOUTH OF GORDON.  IT IS
 RM0301'LOCATED ON THE EXTENSION OF THE EAST RAIL FROM THE SOUTH AND ABOUT
 RM0301'6 FT. FROM THE RAILROAD PROPERTY LINE.  IT IS ABOUT 300 FT. NORTH
 RM0301'OF MILEPOST 418.  DISTANCE TO WEST RAIL-10.93 M. (35.85 FT)
 RM0301
 RM0301                          STATION RECOVERY (1934)
 RM0301
 RM0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 RM0301'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0873 ***********************************************************************
 NJ0873  DESIGNATION -  COBB
 NJ0873  PID         -  NJ0873
 NJ0873  STATE/COUNTY-  WI/IOWA
 NJ0873  COUNTRY     -  US
 NJ0873  USGS QUAD   -  LINDEN (2018)
 NJ0873
 NJ0873                         *CURRENT SURVEY CONTROL
 NJ0873  ______________________________________________________________________
 NJ0873* NAD 83(1996) POSITION- 42 58 54.25658(N) 090 20 49.66493(W)   ADJUSTED
 NJ0873* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 NJ0873  ______________________________________________________________________
 NJ0873  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 NJ0873  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 NJ0873  HORZ ORDER      -  SECOND
 NJ0873
 NJ0873.The horizontal coordinates were established by classical geodetic methods
 NJ0873.and adjusted by the National Geodetic Survey in March 1999.
 NJ0873
 NJ0873.The orthometric height was scaled from a topographic map.
 NJ0873
 NJ0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0873.GEOID18 height accuracy estimate available here.
 NJ0873
 NJ0873.Click photographs - Photos may exist for this station.
 NJ0873
 NJ0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 NJ0873
 NJ0873. The following values were computed from the NAD 83(1996) position.
 NJ0873
 NJ0873;                    North         East     Units Scale Factor Converg.
 NJ0873;SPC WI S     -   109,120.758   571,687.609   MT  0.99995919   -0 14 18.6
 NJ0873;SPC WI S     -   358,007.02  1,875,611.76   sFT  0.99995919   -0 14 18.6
 NJ0873;UTM  15      - 4,762,202.043   716,300.722   MT  1.00017560   +1 48 33.6
 NJ0873
 NJ0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0873!SPC WI S     -   0.99994676  x   0.99995919  =   0.99990595
 NJ0873!UTM  15      -   0.99994676  x   1.00017560  =   1.00012235
 NJ0873
 NJ0873:                Primary Azimuth Mark                     Grid Az
 NJ0873:SPC WI S     -  COBB AZ MK                               338 46 53.8
 NJ0873:UTM  15      -  COBB AZ MK                               336 44 01.6
 NJ0873
 NJ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1630062202(NAD 83)
 NJ0873
 NJ0873|---------------------------------------------------------------------|
 NJ0873| PID    Reference Object                     Distance      Geod. Az  |
 NJ0873|                                                           dddmmss.s |
 NJ0873| CI8405 COBB RM 1                            20.662 METERS 18044     |
 NJ0873| CI8406 COBB RM 2                            19.068 METERS 26927     |
 NJ0873| CI8404 COBB AZ MK                                         3383235.2 |
 NJ0873| ON1049 HIGHLAND RAD STA WHHI FM TOWER      APPROX. 7.6 KM 3462511.1 |
 NJ0873|---------------------------------------------------------------------|
 NJ0873
 NJ0873                          SUPERSEDED SURVEY CONTROL
 NJ0873
 NJ0873  NAD 83(1991)-  42 58 54.25585(N)    090 20 49.66348(W) AD(       ) 2
 NJ0873  NAD 83(1986)-  42 58 54.24999(N)    090 20 49.66844(W) AD(       ) 2
 NJ0873  NAD 27      -  42 58 54.27420(N)    090 20 49.23080(W) AD(       ) 2
 NJ0873
 NJ0873.Superseded values are not recommended for survey control.
 NJ0873
 NJ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0873.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0873
 NJ0873_MARKER: DS = TRIANGULATION STATION DISK
 NJ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0873_STAMPING: COBB 1958
 NJ0873_MARK LOGO: CGS
 NJ0873_PROJECTION: RECESSED 30 CENTIMETERS
 NJ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0873+STABILITY: SURFACE MOTION
 NJ0873
 NJ0873  HISTORY     - Date     Condition        Report By
 NJ0873  HISTORY     - 1958     MONUMENTED       CGS
 NJ0873
 NJ0873                          STATION DESCRIPTION
 NJ0873
 NJ0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0873'THE STATION IS ABOUT 1 MILE NORTHWEST OF COBB, IN THE NORTHWEST
 NJ0873'1/4 OF SEC. 23, T 6 N, R 1 E, AND ON PROPERTY OWNED BY MR. FRANK
 NJ0873'RUZICKA.  IT IS 75 FEET NORTH OF THE CENTER OF A GATE, 52
 NJ0873'FEET WEST OF A TELEPHONE POLE, 35 FEET NORTH OF THE CENTERLINE
 NJ0873'OF A GRAVELED ROAD AND 13 FEET WEST OF A WHITE WITNESS POST.
 NJ0873'THE MONUMENT IS UNDERGROUND 12 INCHES AND THE DISK IS STAMPED
 NJ0873'COBB 1958.
 NJ0873'
 NJ0873'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 NJ0873'STATE HIGHWAY 80 IN COBB, GO NORTH ON HIGHWAY 80 FOR 1.0 MILE TO A
 NJ0873'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR
 NJ0873'0.8 MILE TO A WINDMILL ON THE LEFT AND THE STATION ON THE
 NJ0873'RIGHT.
 NJ0873'
 NJ0873'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 NJ0873'GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 NJ0873'GO NORTH ON THE GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH
 NJ0873'MARK ON THE RIGHT.
 NJ0873'
 NJ0873'TO REACH TT 21 (USGS) FROM THE STATION, GO WEST ON THE GRAVELED
 NJ0873'ROAD FOR 0.1 MILE TO THE SIDE ROAD RIGHT.  TURN RIGHT AND
 NJ0873'GO NORTH ON THE GRAVELED ROAD FOR 0.45 MILE TO THE MARK ON THE
 NJ0873'LEFT AS DESCRIBED.
 NJ0873'
 NJ0873'REFERENCE MARK 1 IS 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NJ0873'19 FEET WEST OF THE CENTERLINE OF A DIM FIELD ROAD AND 1 FOOT
 NJ0873'NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0873'STAMPED COBB NO 1 1958.
 NJ0873'
 NJ0873'REFERENCE MARK 2 IS 30 FEET NORTH OF THE CENTERLINE OF THE
 NJ0873'ROAD, 51 FEET EAST OF A TELEPHONE POLE AND AT THE SOUTH EDGE OF
 NJ0873'A CULTIVATED FIELD.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0873'STAMPED COBB NO 2 1958.
 NJ0873'
 NJ0873'THE AZIMUTH MARK IS 19 FEET EAST OF THE CENTERLINE OF THE
 NJ0873'GRAVELED ROAD, 1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A
 NJ0873'WHITE WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 NJ0873'DISK IS STAMPED COBB 1958.
 NJ0873'
 NJ0873'TT 21 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 NJ0873'DISK SET IN THE TOP OF A 9 X 9 INCH CONCRETE POST THAT PROJECTS
 NJ0873'10 INCHES.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF A FIELD
 NJ0873'ROAD, 21 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD AND
 NJ0873'2 FEET EAST OF A FENCE.  THE DISK IS STAMPED TT 21 HO 1951.
 NJ0873'
 NJ0873'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5277 ***********************************************************************
 DH5277  DESIGNATION -  COBB GPS
 DH5277  PID         -  DH5277
 DH5277  STATE/COUNTY-  WI/IOWA
 DH5277  COUNTRY     -  US
 DH5277  USGS QUAD   -  LINDEN (2018)
 DH5277
 DH5277                         *CURRENT SURVEY CONTROL
 DH5277  ______________________________________________________________________
 DH5277* NAD 83(2011) POSITION- 42 58 52.45416(N) 090 18 36.17623(W)   ADJUSTED
 DH5277* NAD 83(2011) ELLIP HT-   327.153 (meters)        (06/27/12)   ADJUSTED
 DH5277* NAD 83(2011) EPOCH   -  2010.00
 DH5277* NAVD 88 ORTHO HEIGHT -   360.646 (meters)     1183.22  (feet) ADJUSTED
 DH5277  ______________________________________________________________________
 DH5277  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 DH5277  NAD 83(2011) X  -    -25,290.555 (meters)                     COMP
 DH5277  NAD 83(2011) Y  - -4,673,545.527 (meters)                     COMP
 DH5277  NAD 83(2011) Z  -  4,326,200.132 (meters)                     COMP
 DH5277  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 DH5277  DYNAMIC HEIGHT  -        360.538 (meters)     1182.87  (feet) COMP
 DH5277  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 DH5277
 DH5277  VERT ORDER      -  SECOND    CLASS I
 DH5277
 DH5277  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5277  Standards:
 DH5277         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5277            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5277  -------------------------------------------------------------------
 DH5277  NETWORK    0.20   0.31           0.09   0.07   0.16      0.07449372
 DH5277  -------------------------------------------------------------------
 DH5277  Click here for local accuracies and other accuracy information.
 DH5277
 DH5277.The horizontal coordinates were established by GPS observations
 DH5277.and adjusted by the National Geodetic Survey in June 2012.
 DH5277
 DH5277.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5277.been affixed to the stable North American tectonic plate. See 
 DH5277.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5277
 DH5277.The horizontal coordinates are valid at the epoch date displayed above
 DH5277.which is a decimal equivalence of Year/Month/Day.
 DH5277
 DH5277.The orthometric height was determined by differential leveling and
 DH5277.adjusted by the WI DEPT OF TRANSP
 DH5277.in May 2012.
 DH5277
 DH5277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5277.GEOID18 height accuracy estimate available here.
 DH5277
 DH5277.Click photographs - Photos may exist for this station.
 DH5277
 DH5277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5277
 DH5277.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5277
 DH5277.The ellipsoidal height was determined by GPS observations
 DH5277.and is referenced to NAD 83.
 DH5277
 DH5277.The dynamic height is computed by dividing the NAVD 88
 DH5277.geopotential number by the normal gravity value computed on the
 DH5277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5277.degrees latitude (g = 980.6199 gals.).
 DH5277
 DH5277.The modeled gravity was interpolated from observed gravity values.
 DH5277
 DH5277. The following values were computed from the NAD 83(2011) position.
 DH5277
 DH5277;                    North         East     Units Scale Factor Converg.
 DH5277;SPC WI S     -   109,053.222   574,711.706   MT  0.99995926   -0 12 46.9
 DH5277;SPC WI S     -   357,785.45  1,885,533.32   sFT  0.99995926   -0 12 46.9
 DH5277;UTM  15      - 4,762,242.618   719,325.980   MT  1.00019182   +1 50 04.7
 DH5277
 DH5277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5277!SPC WI S     -   0.99994870  x   0.99995926  =   0.99990796
 DH5277!UTM  15      -   0.99994870  x   1.00019182  =   1.00014051
 DH5277
 DH5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1932562242(NAD 83)
 DH5277
 DH5277                          SUPERSEDED SURVEY CONTROL
 DH5277
 DH5277  NAD 83(2007)-  42 58 52.45424(N)    090 18 36.17712(W) AD(2002.00) 0
 DH5277  ELLIP H (02/10/07)  327.188  (m)                       GP(2002.00)    
 DH5277  NAD 83(1997)-  42 58 52.45405(N)    090 18 36.17754(W) AD(       ) 1
 DH5277  ELLIP H (08/01/05)  327.197  (m)                       GP(       ) 2 1
 DH5277  NAVD 88             360.64   (m)         1183.2    (f) LEVELING    3  
 DH5277  NAVD 88 (04/20/07)  360.637  (m)         1183.19   (f) SUPERSEDED  2 1
 DH5277
 DH5277.Superseded values are not recommended for survey control.
 DH5277
 DH5277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5277.See file dsdata.pdf to determine how the superseded data were derived.
 DH5277
 DH5277_MARKER: DD = SURVEY DISK
 DH5277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5277_STAMPING: COBB GPS 2004
 DH5277_MARK LOGO: WIDT
 DH5277_PROJECTION: FLUSH
 DH5277_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5277+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2019
 DH5277
 DH5277  HISTORY     - Date     Condition        Report By
 DH5277  HISTORY     - 2003     MONUMENTED       WIDT
 DH5277  HISTORY     - 20051228 GOOD             WIDT
 DH5277  HISTORY     - 20071003 GOOD             WIDT
 DH5277  HISTORY     - 20190530 GOOD             WIDT
 DH5277
 DH5277                          STATION DESCRIPTION
 DH5277
 DH5277'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5277'OWNERSHIP--TOWN OF EDEN.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH5277'HIGHWAY 18  WITH COUNTY HIGHWAY J SOUTH AND CAVE HOLLOW ROAD ABOUT 1
 DH5277'MI EAST OF THE VILLAGE OF  COBB, GO NORTH ON CAVE HOLLOW ROAD FOR 0.95
 DH5277'MI TO THE STATION ON THE LEFT.  THE STATION  IS A BRONZE WISCONSIN
 DH5277'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION  DISK SET
 DH5277'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD
 DH5277'PAVEMENT.  THE STATION IS 6.8 M WEST OF THE CENTERLINE OF CAVE HOLLOW
 DH5277'ROAD, 32.5 M  SOUTH-SOUTHWEST OF POWER POLE --6-2-19 0/24--, 31.9 M
 DH5277'NORTHWEST OF POWER POLE --6-2-19  0/22--, 1.5 M EAST OF A WIRE FENCE,
 DH5277'1.0 M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST,  1.0 M
 DH5277'SOUTH-SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M EAST OF
 DH5277'AN ORANGE  4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5277'VISIBLE OBSTRUCTIONS EXTENDING  HIGHER THAN 15 DEGREES ABOVE THE
 DH5277'HORIZON.
 DH5277
 DH5277                          STATION RECOVERY (2005)
 DH5277
 DH5277'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5277'RECOVERED AS DESCRIBED.
 DH5277
 DH5277                          STATION RECOVERY (2007)
 DH5277
 DH5277'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5277'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.46 MILE NORTH OF
 DH5277'TOMAS ROAD AND 0.06 MILE SOUTH OF TUCKER ROAD.
 DH5277
 DH5277                          STATION RECOVERY (2019)
 DH5277
 DH5277'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (MJH)
 DH5277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0717 ***********************************************************************
 PO0717  DESIGNATION -  COCHRANE CHURCH SPIRE
 PO0717  PID         -  PO0717
 PO0717  STATE/COUNTY-  WI/BUFFALO
 PO0717  COUNTRY     -  US
 PO0717  USGS QUAD   -  COCHRANE (2018)
 PO0717
 PO0717                         *CURRENT SURVEY CONTROL
 PO0717  ______________________________________________________________________
 PO0717* NAD 83(1996) POSITION- 44 13 51.58753(N) 091 51 36.75410(W)   ADJUSTED
 PO0717  ______________________________________________________________________
 PO0717  GEOID HEIGHT    -        -30.371 (meters)                     GEOID18
 PO0717  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 PO0717  HORZ ORDER      -  THIRD
 PO0717
 PO0717.The horizontal coordinates were established by classical geodetic methods
 PO0717.and adjusted by the National Geodetic Survey in March 1999.
 PO0717
 PO0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0717.GEOID18 height accuracy estimate available here.
 PO0717
 PO0717.Click photographs - Photos may exist for this station.
 PO0717
 PO0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0717
 PO0717. The following values were computed from the NAD 83(1996) position.
 PO0717
 PO0717;                    North         East     Units Scale Factor Converg.
 PO0717;SPC WI C     -    45,889.934   451,392.220   MT  1.00000365   -1 18 45.1
 PO0717;SPC WI C     -   150,557.23  1,480,942.64   sFT  1.00000365   -1 18 45.1
 PO0717;SPC WI S     -   249,512.137   451,386.513   MT  1.00003753   -1 16 41.4
 PO0717;SPC WI S     -   818,607.74  1,480,923.92   sFT  1.00003753   -1 16 41.4
 PO0717;UTM  15      - 4,898,161.245   591,026.575   MT  0.99970190   +0 47 42.4
 PO0717
 PO0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9102698161(NAD 83)
 PO0717
 PO0717                          SUPERSEDED SURVEY CONTROL
 PO0717
 PO0717  NAD 83(1991)-  44 13 51.58231(N)    091 51 36.75276(W) AD(       ) 3
 PO0717  NAD 83(1986)-  44 13 51.58151(N)    091 51 36.75369(W) AD(       ) 3
 PO0717  NAD 27      -  44 13 51.70500(N)    091 51 36.18900(W) AD(       ) 3
 PO0717
 PO0717.Superseded values are not recommended for survey control.
 PO0717
 PO0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0717.See file dsdata.pdf to determine how the superseded data were derived.
 PO0717
 PO0717_MARKER: 90 = CHURCH SPIRE
 PO0717
 PO0717  HISTORY     - Date     Condition        Report By
 PO0717  HISTORY     - 1931     FIRST OBSERVED   CGS
 PO0717
 PO0717                          STATION DESCRIPTION
 PO0717
 PO0717'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1097 ***********************************************************************
 PN1097  DESIGNATION -  CODD
 PN1097  PID         -  PN1097
 PN1097  STATE/COUNTY-  WI/PORTAGE
 PN1097  COUNTRY     -  US
 PN1097  USGS QUAD   -  BANCROFT (2018)
 PN1097
 PN1097                         *CURRENT SURVEY CONTROL
 PN1097  ______________________________________________________________________
 PN1097* NAD 83(1991) POSITION- 44 21 59.38329(N) 089 34 00.35052(W)   ADJUSTED
 PN1097* NAVD 88 ORTHO HEIGHT -   324.5   (meters)     1065.    (feet) VERTCON3
 PN1097  ______________________________________________________________________
 PN1097  GEOID HEIGHT    -        -35.796 (meters)                     GEOID18
 PN1097  LAPLACE CORR    -         -4.50  (seconds)                    DEFLEC18
 PN1097  HORZ ORDER      -  FIRST
 PN1097
 PN1097.The horizontal coordinates were established by classical geodetic methods
 PN1097.and adjusted by the National Geodetic Survey in November 1991.
 PN1097
 PN1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1097
 PN1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1097.GEOID18 height accuracy estimate available here.
 PN1097
 PN1097.Click photographs - Photos may exist for this station.
 PN1097
 PN1097.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1097
 PN1097. The following values were computed from the NAD 83(1991) position.
 PN1097
 PN1097;                    North         East     Units Scale Factor Converg.
 PN1097;SPC WI C     -    59,336.079   634,532.743   MT  0.99998001   +0 18 20.5
 PN1097;SPC WI C     -   194,671.79  2,081,796.17   sFT  0.99998001   +0 18 20.5
 PN1097;UTM  16      - 4,915,784.361   295,481.343   MT  1.00011443   -1 47 43.5
 PN1097
 PN1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1097!SPC WI C     -   0.99995474  x   0.99998001  =   0.99993475
 PN1097!UTM  16      -   0.99995474  x   1.00011443  =   1.00006916
 PN1097
 PN1097:                Primary Azimuth Mark                     Grid Az
 PN1097:SPC WI C     -  CODD AZ MK                               270 16 57.3
 PN1097:UTM  16      -  CODD AZ MK                               272 23 01.3
 PN1097
 PN1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9548115784(NAD 83)
 PN1097
 PN1097|---------------------------------------------------------------------|
 PN1097| PID    Reference Object                     Distance      Geod. Az  |
 PN1097|                                                           dddmmss.s |
 PN1097| PN1092 PLOVER DEL MONTE CORP TANK          APPROX.10.8 KM 0213606.0 |
 PN1097| CJ4441 CODD RM 1                            24.733 METERS 07653     |
 PN1097| PN1098 CODD AZ MK                          APPROX. 0.6 KM 2703517.8 |
 PN1097| CJ4442 CODD RM 2                            27.225 METERS 28142     |
 PN1097|---------------------------------------------------------------------|
 PN1097
 PN1097                          SUPERSEDED SURVEY CONTROL
 PN1097
 PN1097  NAD 83(1986)-  44 21 59.38064(N)    089 34 00.36169(W) AD(       ) 1
 PN1097  NAD 27      -  44 21 59.48929(N)    089 33 59.93703(W) AD(       ) 1
 PN1097  NGVD 29 (07/19/86)  324.5    (m)         1065.     (f) VERT ANG       
 PN1097
 PN1097.Superseded values are not recommended for survey control.
 PN1097
 PN1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1097.See file dsdata.pdf to determine how the superseded data were derived.
 PN1097
 PN1097_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1097_STAMPING: CODD 1981
 PN1097_MARK LOGO: NGS
 PN1097_PROJECTION: RECESSED 20 CENTIMETERS
 PN1097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1097+STABILITY: SURFACE MOTION
 PN1097
 PN1097  HISTORY     - Date     Condition        Report By
 PN1097  HISTORY     - 1981     MONUMENTED       NGS
 PN1097  HISTORY     - 19950904 GOOD             USPSQD
 PN1097
 PN1097                          STATION DESCRIPTION
 PN1097
 PN1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PN1097'THE STATION IS LOCATED ABOUT 20.9 (13 MI) EAST-SOUTHEAST OF WISCONSIN
 PN1097'RAPIDS, 17.7 KM (11 MI) NORTHWEST OF PLAINFIELD, 11.3 KM AND (7.0 MI)
 PN1097'SOUTH-SOUTHWEST OF PLOVER.  OWNERSHIP--MR. BOB SMITH, AREA SUPERVISOR
 PN1097'FOR STATE DEPARTMENT OF NATURAL RESOURCES, DEPARTMENT OF NATURAL
 PN1097'RESOURCES AREA HEADQUARTERES, HIGHWAY 13 SOUTH, WISCONSIN RAPIDS,
 PN1097'WISCONSIN 54494, TELEPHONE (715)  423-5670.
 PN1097'
 PN1097'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 BUSINESS,
 PN1097'AND STATE HIGHWAY 54 1.6 KM (1 MI) SOUTH OF PLOVER.  GO SOUTH ON STATE
 PN1097'HIGHWAY 54 FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT, LINCOLN AVENUE.
 PN1097'TURN RIGHT AND GO SOUTH ON LINCOLN AVENUE FOR 2.2 KM (1.35 MI) TO A T
 PN1097'ROAD, PRAIRIE DRIVE.  TURN RIGHT AND GO WEST ON PRAIRIE DRIVE FOR 0.8
 PN1097'KM (0.5 MI) TO A SIDE ROAD LEFT, TAFT AVENUE, AND A DIRT ROAD AHEAD.
 PN1097'TURN LEFT AND GO SOUTH ON TAFT AVENUE FOR 6.4 KM (4.0 MI) TO A DIRT
 PN1097'ROAD RIGHT, LAKE ROAD.  TURN RIGHT AND GO WEST ON LAKE ROAD FOR 1.4 KM
 PN1097'(0.9 MI) TO THE STATION ON THE LEFT ON TOP OF A SMALL RISE. TO ENTER
 PN1097'THE FENCED AREA CONTINUE AHEAD AND WEST FOR 0.15 KM (0.1 MI) TO A
 PN1097'FENCE CORNER ON THE LEFT AND A GATE. (TO REACH THE AZIMUTH MARK
 PN1097'CONTINUE AHEAD ON THE DIRT ROAD AND WEST FOR 0.4 KM 0 (0.4 MI) TO THE
 PN1097'AZIMUTH MARK ON THE LEFT.) TURN SHARP LEFT AND PASS THROUGH THE GATE
 PN1097'AND GO EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.15 KM (0.1 MI) TO
 PN1097'THE STATION SITE.
 PN1097'
 PN1097'THE STATION IS A STANDARD NGS DISK STAMPED---CODD 1981---, SET INTO
 PN1097'THE TOP OF A ROUND CONCRETE MONUMENT 36 CM IN DIAMETER RECESSED 20 CM
 PN1097'BELOW THE GROUND.  IT IS LOCATED 15.2 METERS (50.0 FT) SOUTH FROM THE
 PN1097'CENTER OF THE ROAD, 6.12 METERS (20.1 FT) SOUTH FROM A FENCE AND 5.85
 PN1097'METERS (19.2 FT) SOUTH FROM A METAL WITNESS POST.
 PN1097'
 PN1097'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---CODD 1981---,
 PN1097'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PN1097'
 PN1097'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 PN1097'---CODD NO 1 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 36
 PN1097'CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 9.5
 PN1097'METERS (31.0 FT) SOUTH FROM THE CENTER OF THE ROAD, 0.61 METER
 PN1097'(2.0 FT) SOUTHWEST FROM A METAL WITNESS POST AND 0.57 METER (1.9 FT)
 PN1097'SOUTH FROM A FENCE.  THE MARK IS BELOW STATION 0.9 METERS.
 PN1097'
 PN1097'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 PN1097'---CODD NO 2 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 36
 PN1097'CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 9.7
 PN1097'METERS (32.0 FT) SOUTH FROM THE CENTER OF THE ROAD, 0.48 METERS
 PN1097'(1.6 FT) SOUTHEAST FROM A METAL WITNESS POST AND 0.50 METER (1.7 FT)
 PN1097'SOUTH FROM A FENCE.  THE MARK IS BELOW STATION 0.9 METERS.
 PN1097'
 PN1097'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED---CODD 1981---,
 PN1097'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1097'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED 9.2 METERS (30.0 FT)
 PN1097'SOUTH FROM THE CENTER OF THE ROAD, 0.88 METER (2.9 FT) NORTHEAST FROM
 PN1097'A METAL WITNESS POST AND 0.77 METER (2.6 FT) NORTH FROM A FENCE.
 PN1097'
 PN1097'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 PN1097
 PN1097                          STATION RECOVERY (1995)
 PN1097
 PN1097'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1098 ***********************************************************************
 PN1098  DESIGNATION -  CODD AZ MK
 PN1098  PID         -  PN1098
 PN1098  STATE/COUNTY-  WI/PORTAGE
 PN1098  COUNTRY     -  US
 PN1098  USGS QUAD   -  BANCROFT (2018)
 PN1098
 PN1098                         *CURRENT SURVEY CONTROL
 PN1098  ______________________________________________________________________
 PN1098* NAD 83(1991) POSITION- 44 21 59.57398(N) 089 34 26.35135(W)   ADJUSTED
 PN1098* NAVD 88 ORTHO HEIGHT -   323.7   (meters)     1062.    (feet) VERTCON3
 PN1098  ______________________________________________________________________
 PN1098  GEOID HEIGHT    -        -35.783 (meters)                     GEOID18
 PN1098  LAPLACE CORR    -         -4.50  (seconds)                    DEFLEC18
 PN1098  HORZ ORDER      -  SECOND
 PN1098
 PN1098.The horizontal coordinates were established by classical geodetic methods
 PN1098.and adjusted by the National Geodetic Survey in November 1991.
 PN1098
 PN1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1098
 PN1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1098.GEOID18 height accuracy estimate available here.
 PN1098
 PN1098.Click photographs - Photos may exist for this station.
 PN1098
 PN1098.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1098
 PN1098. The following values were computed from the NAD 83(1991) position.
 PN1098
 PN1098;                    North         East     Units Scale Factor Converg.
 PN1098;SPC WI C     -    59,338.918   633,957.024   MT  0.99998001   +0 18 02.1
 PN1098;SPC WI C     -   194,681.10  2,079,907.34   sFT  0.99998001   +0 18 02.1
 PN1098;UTM  16      - 4,915,808.310   294,906.037   MT  1.00011733   -1 48 01.7
 PN1098
 PN1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1098!SPC WI C     -   0.99995486  x   0.99998001  =   0.99993487
 PN1098!UTM  16      -   0.99995486  x   1.00011733  =   1.00007219
 PN1098
 PN1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9490615808(NAD 83)
 PN1098
 PN1098                          SUPERSEDED SURVEY CONTROL
 PN1098
 PN1098  NAD 83(1986)-  44 21 59.57133(N)    089 34 26.36250(W) AD(       ) 2
 PN1098  NAD 27      -  44 21 59.68019(N)    089 34 25.93698(W) AD(       ) 2
 PN1098  NGVD 29 (07/19/86)  323.7    (m)         1062.     (f) VERT ANG       
 PN1098
 PN1098.Superseded values are not recommended for survey control.
 PN1098
 PN1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1098.See file dsdata.pdf to determine how the superseded data were derived.
 PN1098
 PN1098_MARKER: DZ = AZIMUTH MARK DISK
 PN1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1098_STAMPING: CODD 1981
 PN1098_MARK LOGO: NGS
 PN1098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1098+STABILITY: SURFACE MOTION
 PN1098
 PN1098  HISTORY     - Date     Condition        Report By
 PN1098  HISTORY     - 1981     MONUMENTED       NGS
 PN1098  HISTORY     - 19950904 GOOD             USPSQD
 PN1098
 PN1098                          STATION DESCRIPTION
 PN1098
 PN1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PN1098'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI) EAST-SOUTHEAST
 PN1098'OF WISCONSIN RAPIDS, 17.7 KM (11 MI) NORTHWEST OF PLAINFIELD, AND
 PN1098'11.3 KM (7 MI) SOUTH-SOUTHWEST OF PLOVER.
 PN1098'OWNERSHIP--STATE OF WISCONSIN, DEPARTMENT OF NATURAL RESOURCES,
 PN1098'MR. BOB SMITH, AREA SUPERVISOR, HIGHWAY 13 SOUTH,
 PN1098'WISCONSIN RAPIDS, WI 54494, TELEPHONE (715) 423-5670.
 PN1098'
 PN1098'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 PN1098'BUSINESS, AND STATE HIGHWAY 54, 1.6 KM (1 MI) SOUTH OF
 PN1098'PLOVER, GO SOUTH ON STATE HIGHWAY 54 FOR 1.1 KM (0.7 MI)
 PN1098'TO A SIDE ROAD RIGHT, LINCOLN AVENUE.  TURN RIGHT AND GO SOUTH
 PN1098'ON LINCOLN AVENUE FOR 2.2 KM (1.35 MI) TO A T-ROAD,
 PN1098'PRAIRIE DRIVE.  TURN RIGHT AND GO WEST ON PRAIRIE DRIVE FOR
 PN1098'0.8 KM (0.5 MI) TO A SIDE ROAD LEFT, TAFT AVENUE, AND A DIRT
 PN1098'ROAD AHEAD.  TURN LEFT AND GO SOUTH ON TAFT AVENUE FOR
 PN1098'6.4 KM (4.0 MI) TO A DIRT SIDE ROAD RIGHT, LAKE ROAD.
 PN1098'TURN RIGHT AND GO WEST FOR 1.4 KM (0.9 MI) TO STATION CODD
 PN1098'ON THE LEFT AND ON TOP OF A SMALL RISE.  CONTINUE AHEAD ON
 PN1098'LAKE ROAD FOR 0.55 KM (0.35 MI) TO THE STATION ON THE LEFT.
 PN1098'
 PN1098'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PN1098'STAMPED---CODD 1981---,
 PN1098'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1098'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1098'9.2 METERS (30.0 FT) SOUTH FROM THE CENTER OF THE DIRT ROAD,
 PN1098'0.88 METER (2.9 FT) NORTHEAST FROM A METAL WITNESS POST, AND
 PN1098'0.77 METER (2.6 FT) NORTH FROM A FENCE.
 PN1098'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PN1098'STAMPED---CODD 1981---,
 PN1098'SET INTO AN IRREGULAR MASS OF CONCRETE 1.7 METERS BELOW THE SURFACE.
 PN1098'
 PN1098'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PN1098
 PN1098                          STATION RECOVERY (1995)
 PN1098
 PN1098'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5537 ***********************************************************************
 DH5537  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5537  DESIGNATION -  CODDINGTON E GPS
 DH5537  PID         -  DH5537
 DH5537  STATE/COUNTY-  WI/PORTAGE
 DH5537  COUNTRY     -  US
 DH5537  USGS QUAD   -  BANCROFT (2018)
 DH5537
 DH5537                         *CURRENT SURVEY CONTROL
 DH5537  ______________________________________________________________________
 DH5537* NAD 83(2011) POSITION- 44 22 00.77445(N) 089 31 09.71221(W)   ADJUSTED
 DH5537* NAD 83(2011) ELLIP HT-   297.112 (meters)        (06/27/12)   ADJUSTED
 DH5537* NAD 83(2011) EPOCH   -  2010.00
 DH5537* NAVD 88 ORTHO HEIGHT -   333.00  (meters)     1092.5   (feet) GPS OBS
 DH5537  ______________________________________________________________________
 DH5537  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5537  GEOID HEIGHT    -        -35.885 (meters)                     GEOID12A
 DH5537  GEOID HEIGHT    -        -35.883 (meters)                     GEOID18
 DH5537  NAD 83(2011) X  -     38,312.934 (meters)                     COMP
 DH5537  NAD 83(2011) Y  - -4,567,115.659 (meters)                     COMP
 DH5537  NAD 83(2011) Z  -  4,437,533.375 (meters)                     COMP
 DH5537  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 DH5537
 DH5537  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5537  Standards:
 DH5537         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5537            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5537  -------------------------------------------------------------------
 DH5537  NETWORK    0.22   0.33           0.10   0.07   0.17      0.10807282
 DH5537  -------------------------------------------------------------------
 DH5537  Click here for local accuracies and other accuracy information.
 DH5537
 DH5537.The horizontal coordinates were established by GPS observations
 DH5537.and adjusted by the National Geodetic Survey in June 2012.
 DH5537
 DH5537.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5537.been affixed to the stable North American tectonic plate. See 
 DH5537.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5537
 DH5537.The horizontal coordinates are valid at the epoch date displayed above
 DH5537.which is a decimal equivalence of Year/Month/Day.
 DH5537
 DH5537.The orthometric height was determined by GPS observations and a
 DH5537.high-resolution geoid model using precise GPS observation and
 DH5537.processing techniques.
 DH5537
 DH5537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5537.GEOID18 height accuracy estimate available here.
 DH5537
 DH5537.Click photographs - Photos may exist for this station.
 DH5537
 DH5537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5537
 DH5537.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5537
 DH5537.The ellipsoidal height was determined by GPS observations
 DH5537.and is referenced to NAD 83.
 DH5537
 DH5537. The following values were computed from the NAD 83(2011) position.
 DH5537
 DH5537;                    North         East     Units Scale Factor Converg.
 DH5537;SPC WI C     -    59,400.277   638,310.610   MT  0.99997996   +0 20 20.9
 DH5537;SPC WI C     -   194,882.41  2,094,190.73   sFT  0.99997996   +0 20 20.9
 DH5537;UTM  16      - 4,915,709.990   299,259.495   MT  1.00009560   -1 45 44.1
 DH5537
 DH5537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5537!SPC WI C     -   0.99995342  x   0.99997996  =   0.99993338
 DH5537!UTM  16      -   0.99995342  x   1.00009560  =   1.00004901
 DH5537
 DH5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9925915709(NAD 83)
 DH5537
 DH5537                          SUPERSEDED SURVEY CONTROL
 DH5537
 DH5537  NAD 83(2007)-  44 22 00.77447(N)    089 31 09.71305(W) AD(2002.00) 0
 DH5537  ELLIP H (02/10/07)  297.152  (m)                       GP(2002.00)    
 DH5537  NAD 83(1997)-  44 22 00.77462(N)    089 31 09.71342(W) AD(       ) 1
 DH5537  ELLIP H (08/01/05)  297.151  (m)                       GP(       ) 2 1
 DH5537  NAVD 88 (07/26/07)  332.97   (m)  GEOID03  model used  GPS OBS        
 DH5537
 DH5537.Superseded values are not recommended for survey control.
 DH5537
 DH5537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5537.See file dsdata.pdf to determine how the superseded data were derived.
 DH5537
 DH5537_MARKER: DD = SURVEY DISK
 DH5537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5537_STAMPING: CODDINGTON E GPS 2004
 DH5537_MARK LOGO: WIDT
 DH5537_PROJECTION: FLUSH
 DH5537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5537+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2010
 DH5537
 DH5537  HISTORY     - Date     Condition        Report By
 DH5537  HISTORY     - 2003     MONUMENTED       WIDT
 DH5537  HISTORY     - 20101006 GOOD             WIDT
 DH5537
 DH5537                          STATION DESCRIPTION
 DH5537
 DH5537'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5537'OWNERSHIP--TOWN OF BUENA VISTA.  TO REACH THE STATION FROM THE
 DH5537'JUNCTION OF INTERSTATE  HIGHWAY 39 AND US HIGHWAY 51 WITH STATE
 DH5537'HIGHWAY 54 AND US HIGHWAY 51 BUSINESS (EXIT  151) ABOUT 2 MI SOUTHEAST
 DH5537'OF THE VILLAGE OF PLOVER, GO SOUTHEAST ON STATE HIGHWAY 54  FOR 1.2 MI
 DH5537'TO ISHERWOOD ROAD ON THE RIGHT, TURN RIGHT AND GO WEST THEN SOUTH ON
 DH5537'ISHERWOOD ROAD FOR 3.8 MI TO CODDINGTON ROAD ON THE RIGHT, TURN RIGHT
 DH5537'AND GO WEST ON  CODDINGTON ROAD FOR 0.55 MI TO THE STATION ON THE
 DH5537'LEFT.   THE STATION IS A BRONZE  WISCONSIN DEPARTMENT OF
 DH5537'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN  THE TOP OF
 DH5537'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW THE ROAD PAVEMENT.  THE
 DH5537'STATION IS 7.0 M SOUTH OF THE CENTERLINE OF CODDINGTON ROAD, 11 M WEST
 DH5537'OF THE EAST END  OF THE SOUTH GUARD RAIL, AND 0.9 M SOUTH, NORTHEAST,
 DH5537'AND NORTHWEST OF THREE ORANGE  4X4 PLASTIC WITNESS POSTS.
 DH5537'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING  HIGHER
 DH5537'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5537
 DH5537                          STATION RECOVERY (2010)
 DH5537
 DH5537'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1206 ***********************************************************************
 OM1206  DESIGNATION -  COENS
 OM1206  PID         -  OM1206
 OM1206  STATE/COUNTY-  WI/SAUK
 OM1206  COUNTRY     -  US
 OM1206  USGS QUAD   -  REEDSBURG EAST (2018)
 OM1206
 OM1206                         *CURRENT SURVEY CONTROL
 OM1206  ______________________________________________________________________
 OM1206* NAD 83(1991) POSITION- 43 34 00.71079(N) 089 56 57.74963(W)   ADJUSTED
 OM1206* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 OM1206  ______________________________________________________________________
 OM1206  GEOID HEIGHT    -        -35.157 (meters)                     GEOID18
 OM1206  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 OM1206  HORZ ORDER      -  FIRST
 OM1206
 OM1206.The horizontal coordinates were established by classical geodetic methods
 OM1206.and adjusted by the National Geodetic Survey in November 1991.
 OM1206
 OM1206.The orthometric height was scaled from a topographic map.
 OM1206
 OM1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1206.GEOID18 height accuracy estimate available here.
 OM1206
 OM1206.Click photographs - Photos may exist for this station.
 OM1206
 OM1206.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1206
 OM1206. The following values were computed from the NAD 83(1991) position.
 OM1206
 OM1206;                    North         East     Units Scale Factor Converg.
 OM1206;SPC WI S     -   174,065.520   604,089.610   MT  0.99993671   +0 02 05.2
 OM1206;SPC WI S     -   571,079.96  1,981,917.33   sFT  0.99993671   +0 02 05.2
 OM1206;UTM  16      - 4,827,994.204   261,817.643   MT  1.00029787   -2 02 01.2
 OM1206;UTM  15      - 4,828,289.556   746,359.397   MT  1.00034661   +2 06 12.8
 OM1206
 OM1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1206!SPC WI S     -   0.99995298  x   0.99993671  =   0.99988970
 OM1206!UTM  16      -   0.99995298  x   1.00029787  =   1.00025084
 OM1206!UTM  15      -   0.99995298  x   1.00034661  =   1.00029958
 OM1206
 OM1206:                Primary Azimuth Mark                     Grid Az
 OM1206:SPC WI S     -  COENS AZ MK                              298 05 53.0
 OM1206:UTM  16      -  COENS AZ MK                              300 09 59.4
 OM1206:UTM  15      -  COENS AZ MK                              296 01 45.4
 OM1206
 OM1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6181727994(NAD 83)
 OM1206
 OM1206|---------------------------------------------------------------------|
 OM1206| PID    Reference Object                     Distance      Geod. Az  |
 OM1206|                                                           dddmmss.s |
 OM1206| CI8408 COENS RM 1                           23.795 METERS 01540     |
 OM1206| OM1199 WISCONSIN DELLS N MUNICIPAL TK      APPROX.16.6 KM 0632342.4 |
 OM1206| OM1197 WISCONSIN DELLS S MUNICIPAL TK      APPROX.16.6 KM 0664521.9 |
 OM1206| CI8409 COENS RM 2                           29.933 METERS 20153     |
 OM1206| ON1015 REEDSBURG NESTLES PROD CO STK       APPROX. 6.2 KM 2241826.2 |
 OM1206| ON1014 REEDSBURG ST PETERS EV LUTH CH      APPROX. 5.7 KM 2312722.5 |
 OM1206| ON1013 REEDSBURG HIGH SCHOOL CUPOLA        APPROX. 5.5 KM 2343005.3 |
 OM1206| CI8407 COENS AZ MK                                        2980758.2 |
 OM1206|---------------------------------------------------------------------|
 OM1206
 OM1206                          SUPERSEDED SURVEY CONTROL
 OM1206
 OM1206  NAD 83(1986)-  43 34 00.70303(N)    089 56 57.75649(W) AD(       ) 1
 OM1206  NAD 27      -  43 34 00.77500(N)    089 56 57.30500(W) AD(       ) 1
 OM1206
 OM1206.Superseded values are not recommended for survey control.
 OM1206
 OM1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1206.See file dsdata.pdf to determine how the superseded data were derived.
 OM1206
 OM1206_MARKER: DS = TRIANGULATION STATION DISK
 OM1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1206_STAMPING: COENS 1935
 OM1206_MARK LOGO: CGS
 OM1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1206+STABILITY: SURFACE MOTION
 OM1206
 OM1206  HISTORY     - Date     Condition        Report By
 OM1206  HISTORY     - 1935     MONUMENTED       CGS
 OM1206  HISTORY     - 1952     GOOD             CGS
 OM1206  HISTORY     - 1958     GOOD             CGS
 OM1206  HISTORY     - 19931025 GOOD             USPSQD
 OM1206
 OM1206                          STATION DESCRIPTION
 OM1206
 OM1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1206'THIS STATION IS ABOUT 4 MILES NORTHEAST OF REEDSBURG.  IN
 OM1206'THE NORTHWEST 1/4 SECTION 31 T 13 N R 5 E ON LAND OWNED BY
 OM1206'A MR. COENS IN A PASTURE ON THE SUMMIT OF A NORTH-SOUTH
 OM1206'OAK-COVERED RIDGE WHICH IS VERY NARROW ON THE NORTH AND FOR
 OM1206'ABOUT 160 YARDS, THEN GRADUALLY WIDENS OUT AT THE SOUTH END.
 OM1206'THE MARK IS AT THE POINT WHERE THE RIDGE BEGINS TO WIDEN OUT.
 OM1206'27 FEET SOUTH SOUTHWEST OF AN 18-INCH TRIANGULAR BLAZED
 OM1206'OAK.  25 FEET WEST OF AN 8-INCH TRIANGULAR BLAZED OAK.  AND
 OM1206'PROJECTS 3 INCHES.
 OM1206'
 OM1206'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OM1206'TABLES SET IN CONCRETE.
 OM1206'
 OM1206'REFERENCE MARK 1 IS NORTH NORTHEAST OF THE STATION.  ON THE
 OM1206'SUMMIT OF THE NARROW RIDGE.  176.00 FEET NORTH NORTHEAST OF
 OM1206'REFERENCE MARK 2.  AND PROJECTS 3 INCHES.
 OM1206'
 OM1206'REFERENCE MARK 2 IS SOUTH SOUTHWEST OF THE STATION.  ABOUT
 OM1206'70 YARDS NORTH OF THE SOUTH END OF THE RIDGE.  AND PROJECTS
 OM1206'3 INCHES.
 OM1206'
 OM1206'THE AZIMUTH MARK IS WEST NORTHWEST OF THE STATION.  1/2 FOOT
 OM1206'WEST OF THE EAST RIGHT-OF-WAY FENCE OF A ROAD AT A CURVE.
 OM1206'100 YARDS SOUTHWEST OF A T-ROAD TO THE EAST.  AND PROJECTS
 OM1206'2 INCHES.
 OM1206'
 OM1206'TO REACH FROM REEDSBURG, GO EAST ON ROUTES 23, 33, AND 136
 OM1206'2 MILES TO THE POINT WHERE ROUTE 136 TURN SOUTH.  TURN NORTH,
 OM1206'GO 1/2 MILE, TURN EAST, GO 1/2 MILE, TURN NORTH, GO 2 MILES,
 OM1206'TURN EAST, GO 0.3 MILE TO THE TOP OF THE GRADE.  PASS THROUGH
 OM1206'GATE TO THE SOUTH AND GO ABOUT 200 YARDS TO THE NORTH END
 OM1206'OF THE RIDGE AND THE END OF TRUCK TRAVEL.  THENCE SOUTH ALONG
 OM1206'THE CREST OF THE RIDGE ABOUT 160 YARDS TO THE STATION.
 OM1206'
 OM1206'A LIGHT 7 FEET ABOVE SHEEP 1930 COMES INTO VIEW 77 FEET
 OM1206'ABOVE THIS STATION.
 OM1206'
 OM1206'LIGHTS 100 FEET ABOVE DIVIDE 1930, SHANNAHAN, ISENBERG,
 OM1206'AND DUNSE, 74 FEET ABOVE REEDSBURG, AND 47 FEET ABOVE MERRIMAC
 OM1206'COME INTO VIEW 50 FEET ABOVE THIS STATION.
 OM1206
 OM1206                          STATION RECOVERY (1952)
 OM1206
 OM1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 OM1206'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 OM1206'AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  ALL MARKS WERE
 OM1206'FOUND IN EXCELLENT CONDITION.
 OM1206'
 OM1206'THE METHOD OF TRAVEL TO REACH THE STATION NEEDS NO ALTERATION OR
 OM1206'CORRECTION.
 OM1206'
 OM1206'THERE WERE NO OBSERVATIONS FROM THIS STATION AT THIS TIME.
 OM1206'
 OM1206'THE AZIMUTH MARK REMAINS AS SET IN 1935.  MR. HARVEY WIEDMAN,
 OM1206'SAUK COUNTY HIGHWAY COMMISSIONER, STATES THAT ALL POSSIBLE
 OM1206'GRADING HAS BEEN DONE AND THE MARK WILL BE PRESERVED.
 OM1206'
 OM1206'THE FOLLOWING INFORMATION MAY BE ADDED TO THE ORIGINAL
 OM1206'DESCRIPTION--
 OM1206'
 OM1206'TWO 4 INCH BY 8 INCH STEEL I BEAMS WERE SET BY THE AZIMUTH
 OM1206'MARK.  THEY ARE TWO FEET NORTHWEST AND TWO FEET SOUTHWEST OF
 OM1206'THE MARK, RESPECTIVELY.  THE I BEAMS ARE SET IN CONCRETE
 OM1206'4 FEET DEEP AND PROTRUDE 4 FEET ABOVE THE MARK, LEAVING AMPLE
 OM1206'ROOM FOR AN INSTRUMENT TRIPOD.  THEY ARE PAINTED BRIGHT RED
 OM1206'AND ARE CLEARLY VISIBLE FROM ALL DIRECTIONS.
 OM1206'
 OM1206'THE OAK TREES AT THE STATION ARE NOW APPROXIMATELY 75 FEET
 OM1206'HIGH.
 OM1206
 OM1206                          STATION RECOVERY (1958)
 OM1206
 OM1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1206'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 OM1206'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 OM1206'TO REFERENCE MARK 1 AND 2 CHECKED.  THE DIRECTION TO THE AZIMUTH
 OM1206'MARK CHECKED.  THE TRIANGULAR BLAZED TREES USED AS REFERENCE
 OM1206'POINTS TO THE STATION ARE NO LONGER THERE.  NEW REFERENCE
 OM1206'POINTS WERE ADDED TO THE STATION, REFERENCE MARKS 1 AND 2
 OM1206'AND THE AZIMUTH MARK.  A COMPLETE NEW DESCRIPTION AND TO REACH
 OM1206'FOLLOWS.
 OM1206'
 OM1206'THE STATION IS ABOUT 4 MILES NORTHEAST OF REEDSBURG, ON A
 OM1206'NARROW OAK COVERED RIDGE, AT A POINT WHERE THE RIDGE BEGINS
 OM1206'TO WIDEN OUT, IN THE NORTHWEST 1/4 OF SEC. 31, T-13-N, R-5-E,
 OM1206'AND ON THE PROPERTY OF MR. EDWARD COENS.  IT IS 21 FEET NORTH
 OM1206'OF A 14 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTH
 OM1206'SIDE, 15 FEET SOUTHEAST OF AN 8 INCH OAK TREE AND 10 FEET
 OM1206'NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 OM1206'4 INCHES AND THE DISK IS STAMPED COENS 1935.
 OM1206'
 OM1206'TO REACH THE STATION FROM THE JUNCTION OF SOUTH WALNUT STREET
 OM1206'AND MAIN STREET, IN REEDSBURG, GO EASTERLY ON STATE HIGHWAY
 OM1206'23 AND 33 FOR 2.1 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH
 OM1206'ON A PAVED ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN RIGHT
 OM1206'AND GO EAST ON A PAVED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.
 OM1206'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.9 MILES TO
 OM1206'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEASTERLY ON
 OM1206'THE GRAVELED ROAD FOR 0.65 MILE TO A T-ROAD.  TURN RIGHT
 OM1206'AND GO SOUTH FOR 0.2 MILE TO WHERE THE MAIN ROAD TURNS LEFT
 OM1206'AND A TRACK ROAD GOES STRAIGHT AHEAD.  CONTINUE AHEAD ON
 OM1206'THE TRACK ROAD FOR 0.05 MILE TO TWO GATES.  PASS THROUGH
 OM1206'THE TWO GATES AND CONTINUE SOUTH FOR 0.25 MILE TO A
 OM1206'T-ROAD.  *TURN RIGHT FOR ABOUT 25 FEET AND THEN LEFT,
 OM1206'PASSING THROUGH A GATE, AND CONTINUE SOUTHERLY ACROSS
 OM1206'PASTURE FOR ABOUT 0.1 MILE TO THE EDGE OF WOODS.  CONTINUE
 OM1206'SOUTHERLY UP STEEP HILL TO THE TOP OF THE RIDGE AND
 OM1206'THEN ALONG THE TOP OF THE RIDGE FOR ABOUT 0.05 MILE TO
 OM1206'THE STATION AS DESCRIBED.
 OM1206'
 OM1206'REFERENCE MARK 1 IS 37 FEET SOUTH OF A 14 INCH OAK TREE AND
 OM1206'4 FEET WEST OF A 6 INCH OAK TREE.  THE MONUMENT PROJECTS
 OM1206'1 INCH AND THE DISK IS STAMPED COENS NO 1 1935.
 OM1206'
 OM1206'REFERENCE MARK 2 IS 9 FEET NORTH OF A 10 INCH OAK TREE, 6
 OM1206'FEET WEST OF A 12 INCH OAK TREE AND 4 FEET EAST OF A 14 INCH
 OM1206'OAK TREE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 OM1206'STAMPED COENS NO 2 1935.
 OM1206'
 OM1206'THE AZIMUTH MARK IS AT A POINT WHERE THE ROAD CURVES FROM NORTH
 OM1206'TO NORTHEAST, 12 FEET EAST OF THE CENTERLINE OF A GRAVELED
 OM1206'ROAD, 1 FOOT EAST OF A WHITE WITNESS POST, 6 INCHES EAST
 OM1206'OF A WIRE FENCE AND BETWEEN TWO I-BEAM FENCE POSTS.  THE
 OM1206'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED COENS
 OM1206'1935.
 OM1206'
 OM1206'*A FOUR WHEEL DRIVE VEHICLE WILL BE REQUIRED FROM THIS POINT
 OM1206'ON TO THE STATION.
 OM1206'
 OM1206'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM1206
 OM1206                          STATION RECOVERY (1993)
 OM1206
 OM1206'RECOVERY NOTE BY US POWER SQUADRON 1993
 OM1206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5654 ***********************************************************************
 DH5654  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5654  DESIGNATION -  COLBURN C GPS
 DH5654  PID         -  DH5654
 DH5654  STATE/COUNTY-  WI/ADAMS
 DH5654  COUNTRY     -  US
 DH5654  USGS QUAD   -  COLOMA SW (2018)
 DH5654
 DH5654                         *CURRENT SURVEY CONTROL
 DH5654  ______________________________________________________________________
 DH5654* NAD 83(2011) POSITION- 44 06 48.46050(N) 089 39 30.74320(W)   ADJUSTED
 DH5654* NAD 83(2011) ELLIP HT-   279.171 (meters)        (06/27/12)   ADJUSTED
 DH5654* NAD 83(2011) EPOCH   -  2010.00
 DH5654* NAVD 88 ORTHO HEIGHT -   314.88  (meters)     1033.1   (feet) GPS OBS
 DH5654  ______________________________________________________________________
 DH5654  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5654  GEOID HEIGHT    -        -35.709 (meters)                     GEOID12A
 DH5654  GEOID HEIGHT    -        -35.704 (meters)                     GEOID18
 DH5654  NAD 83(2011) X  -     27,336.012 (meters)                     COMP
 DH5654  NAD 83(2011) Y  - -4,586,828.761 (meters)                     COMP
 DH5654  NAD 83(2011) Z  -  4,417,346.021 (meters)                     COMP
 DH5654  LAPLACE CORR    -         -5.97  (seconds)                    DEFLEC18
 DH5654
 DH5654  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5654  Standards:
 DH5654         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5654            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5654  -------------------------------------------------------------------
 DH5654  NETWORK    0.21   0.33           0.10   0.07   0.17      0.07640165
 DH5654  -------------------------------------------------------------------
 DH5654  Click here for local accuracies and other accuracy information.
 DH5654
 DH5654.The horizontal coordinates were established by GPS observations
 DH5654.and adjusted by the National Geodetic Survey in June 2012.
 DH5654
 DH5654.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5654.been affixed to the stable North American tectonic plate. See 
 DH5654.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5654
 DH5654.The horizontal coordinates are valid at the epoch date displayed above
 DH5654.which is a decimal equivalence of Year/Month/Day.
 DH5654
 DH5654.The orthometric height was determined by GPS observations and a
 DH5654.high-resolution geoid model using precise GPS observation and
 DH5654.processing techniques.
 DH5654
 DH5654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5654.GEOID18 height accuracy estimate available here.
 DH5654
 DH5654.Click photographs - Photos may exist for this station.
 DH5654
 DH5654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5654
 DH5654.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5654
 DH5654.The ellipsoidal height was determined by GPS observations
 DH5654.and is referenced to NAD 83.
 DH5654
 DH5654. The following values were computed from the NAD 83(2011) position.
 DH5654
 DH5654;                    North         East     Units Scale Factor Converg.
 DH5654;SPC WI S     -   234,850.089   627,335.172   MT  1.00000984   +0 14 04.6
 DH5654;SPC WI S     -   770,504.00  2,058,182.14   sFT  1.00000984   +0 14 04.6
 DH5654;UTM  16      - 4,887,911.726   287,258.072   MT  1.00015667   -1 51 04.5
 DH5654
 DH5654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5654!SPC WI S     -   0.99995623  x   1.00000984  =   0.99996607
 DH5654!UTM  16      -   0.99995623  x   1.00015667  =   1.00011289
 DH5654
 DH5654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8725887911(NAD 83)
 DH5654
 DH5654                          SUPERSEDED SURVEY CONTROL
 DH5654
 DH5654  NAD 83(2007)-  44 06 48.46059(N)    089 39 30.74393(W) AD(2002.00) 0
 DH5654  ELLIP H (02/10/07)  279.208  (m)                       GP(2002.00)    
 DH5654  NAD 83(1997)-  44 06 48.46067(N)    089 39 30.74422(W) AD(       ) 1
 DH5654  ELLIP H (08/01/05)  279.213  (m)                       GP(       ) 2 1
 DH5654  NAVD 88 (07/26/07)  314.87   (m)  GEOID03  model used  GPS OBS        
 DH5654
 DH5654.Superseded values are not recommended for survey control.
 DH5654
 DH5654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5654.See file dsdata.pdf to determine how the superseded data were derived.
 DH5654
 DH5654_MARKER: DD = SURVEY DISK
 DH5654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5654_STAMPING: COLBURN C GPS 2004
 DH5654_MARK LOGO: WIDT
 DH5654_PROJECTION: FLUSH
 DH5654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5654+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DH5654
 DH5654  HISTORY     - Date     Condition        Report By
 DH5654  HISTORY     - 2003     MONUMENTED       WIDT
 DH5654  HISTORY     - 20100524 GOOD             WIDT
 DH5654
 DH5654                          STATION DESCRIPTION
 DH5654
 DH5654'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5654'OWNERSHIP--TOWN OF COLBURN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5654'COUNTY  HIGHWAY G WITH COUNTY HIGHWAY C ABOUT 14 MI NORTHEAST OF THE
 DH5654'VILLAGE OF FRIENDSHIP, GO  WEST ON COUNTY HIGHWAY C FOR 2.0 MI TO 4TH
 DH5654'AVENUE ON THE RIGHT, TURN RIGHT AND GO  NORTH ON 4TH AVENUE FOR 0.1 MI
 DH5654'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE  WISCONSIN
 DH5654'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5654'IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT THE LEVEL WITH THE
 DH5654'ROAD PAVEMENT.  THE  STATION IS 6.9 M WEST OF THE CENTERLINE OF 4TH
 DH5654'AVENUE, 111 M SOUTH OF A TELEPHONE  PEDESTAL --D11A LP--, AND 1.0 M
 DH5654'NORTH AND SOUTH OF TWO ORANGE 4X4 PLASTIC WITNESS POST.
 DH5654'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5654'THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5654
 DH5654                          STATION RECOVERY (2010)
 DH5654
 DH5654'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5654'RECOVERED IN GOOD CONDITION.  NOTE---THE MONUMENT IS RECESSED 10 CM
 DH5654'BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7281 ***********************************************************************
 DN7281  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7281  DESIGNATION -  COLBURN E GPS
 DN7281  PID         -  DN7281
 DN7281  STATE/COUNTY-  WI/CHIPPEWA
 DN7281  COUNTRY     -  US
 DN7281  USGS QUAD   -  HURON (2018)
 DN7281
 DN7281                         *CURRENT SURVEY CONTROL
 DN7281  ______________________________________________________________________
 DN7281* NAD 83(2011) POSITION- 45 02 40.47069(N) 090 55 56.70160(W)   ADJUSTED
 DN7281* NAD 83(2011) ELLIP HT-   329.610 (meters)        (04/15/13)   ADJUSTED
 DN7281* NAD 83(2011) EPOCH   -  2010.00
 DN7281* NAVD 88 ORTHO HEIGHT -   360.79  (meters)     1183.7   (feet) GPS OBS
 DN7281  ______________________________________________________________________
 DN7281  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7281  GEOID HEIGHT    -        -31.187 (meters)                     GEOID12A
 DN7281  GEOID HEIGHT    -        -31.176 (meters)                     GEOID18
 DN7281  NAD 83(2011) X  -    -73,461.659 (meters)                     COMP
 DN7281  NAD 83(2011) Y  - -4,513,721.820 (meters)                     COMP
 DN7281  NAD 83(2011) Z  -  4,491,083.119 (meters)                     COMP
 DN7281  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 DN7281
 DN7281  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7281  Standards:
 DN7281         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7281            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7281  -------------------------------------------------------------------
 DN7281  NETWORK    0.70   1.33           0.31   0.25   0.68      0.16481901
 DN7281  -------------------------------------------------------------------
 DN7281  Click here for local accuracies and other accuracy information.
 DN7281
 DN7281.The horizontal coordinates were established by GPS observations
 DN7281.and adjusted by the National Geodetic Survey in April 2013.
 DN7281
 DN7281.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7281.been affixed to the stable North American tectonic plate. See 
 DN7281.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7281
 DN7281.The horizontal coordinates are valid at the epoch date displayed above
 DN7281.which is a decimal equivalence of Year/Month/Day.
 DN7281
 DN7281.The orthometric height was determined by GPS observations and a
 DN7281.high-resolution geoid model using precise GPS observation and
 DN7281.processing techniques.
 DN7281
 DN7281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7281.GEOID18 height accuracy estimate available here.
 DN7281
 DN7281.Click photographs - Photos may exist for this station.
 DN7281
 DN7281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7281
 DN7281.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7281
 DN7281.The ellipsoidal height was determined by GPS observations
 DN7281.and is referenced to NAD 83.
 DN7281
 DN7281. The following values were computed from the NAD 83(2011) position.
 DN7281
 DN7281;                    North         East     Units Scale Factor Converg.
 DN7281;SPC WI C     -   135,014.303   526,544.541   MT  0.99994502   -0 39 28.4
 DN7281;SPC WI C     -   442,959.43  1,727,504.88   sFT  0.99994502   -0 39 28.4
 DN7281;UTM  15      - 4,989,981.683   662,830.754   MT  0.99992603   +1 27 48.5
 DN7281
 DN7281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7281!SPC WI C     -   0.99994832  x   0.99994502  =   0.99989335
 DN7281!UTM  15      -   0.99994832  x   0.99992603  =   0.99987436
 DN7281
 DN7281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6283089981(NAD 83)
 DN7281
 DN7281                          SUPERSEDED SURVEY CONTROL
 DN7281
 DN7281  NAD 83(2007)-  45 02 40.47081(N)    090 55 56.70222(W) AD(2002.00) 1
 DN7281  ELLIP H (04/06/12)  329.629  (m)                       GP(2002.00) 1 1
 DN7281
 DN7281.Superseded values are not recommended for survey control.
 DN7281
 DN7281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7281.See file dsdata.pdf to determine how the superseded data were derived.
 DN7281
 DN7281_MARKER: DD = SURVEY DISK
 DN7281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7281_STAMPING: COLBURN E GPS 2006
 DN7281_MARK LOGO: WIDT
 DN7281_PROJECTION: FLUSH
 DN7281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7281+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2009
 DN7281
 DN7281  HISTORY     - Date     Condition        Report By
 DN7281  HISTORY     - 2005     MONUMENTED       WIDT
 DN7281  HISTORY     - 20090811 GOOD             WIDT
 DN7281
 DN7281                          STATION DESCRIPTION
 DN7281
 DN7281'DESCRIBED BY WI DEPT OF TRANSP 2009 (EPS)
 DN7281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DN7281'HIGHWAY H ON THE SOUTH SIDE OF THE CITY OF STANLEY, GO NORTH AND EAST
 DN7281'ON COUNTY HIGHWAY H FOR 0.7 MI (1.1 KM) TO COUNTY HIGHWAY H LEFT AND
 DN7281'COUNTY HIGHWAY X AHEAD.  TURN LEFT AND GO NORTH ON COUNTY HIGHWAY H
 DN7281'FOR 5.8 MI (9.3 KM) TO COUNTY HIGHWAY H CURVING RIGHT AND 265TH STREET
 DN7281'LEFT.  CONTINUE NORTHEAST ON COUNTY HIGHWAY H FOR 98 M (321.5 FT) TO
 DN7281'THE STATION ON THE LEFT.
 DN7281'
 DN7281'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7281'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DN7281'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP, FLUSH WITH THE
 DN7281'GROUND AND APPROXIMATELY 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY
 DN7281'PAVEMENT.  THE STATION IS 7.9 M (25.9 FT) NORTHWEST OF THE CENTERLINE
 DN7281'OF COUNTY HIGHWAY H, 0.1 MI (0.2 KM) SOUTHWEST OF 140TH AVENUE, 69.5 M
 DN7281'(228.0 FT) SOUTHWEST OF A -SNOWMOBILE CROSSING- SIGN POST, 25.5 M
 DN7281'(83.7 FT) NORTHEAST OF A -OTTER LAKE BOAT LANDING RIGHT- SIGN POST AND
 DN7281'IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING
 DN7281'THE STATION.
 DN7281'
 DN7281'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7281'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4336 ***********************************************************************
 DL4336  DESIGNATION -  COLBURN GPS
 DL4336  PID         -  DL4336
 DL4336  STATE/COUNTY-  WI/CHIPPEWA
 DL4336  COUNTRY     -  US
 DL4336  USGS QUAD   -  HURON (2018)
 DL4336
 DL4336                         *CURRENT SURVEY CONTROL
 DL4336  ______________________________________________________________________
 DL4336* NAD 83(2011) POSITION- 45 03 40.53510(N) 090 59 04.26448(W)   ADJUSTED
 DL4336* NAD 83(2011) ELLIP HT-   344.145 (meters)        (06/27/12)   ADJUSTED
 DL4336* NAD 83(2011) EPOCH   -  2010.00
 DL4336* NAVD 88 ORTHO HEIGHT -   375.229 (meters)     1231.06  (feet) ADJUSTED
 DL4336  ______________________________________________________________________
 DL4336  GEOID HEIGHT    -        -31.075 (meters)                     GEOID18
 DL4336  NAD 83(2011) X  -    -77,543.720 (meters)                     COMP
 DL4336  NAD 83(2011) Y  - -4,512,351.215 (meters)                     COMP
 DL4336  NAD 83(2011) Z  -  4,492,403.383 (meters)                     COMP
 DL4336  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 DL4336  DYNAMIC HEIGHT  -        375.197 (meters)     1230.96  (feet) COMP
 DL4336  MODELED GRAVITY -    980,519.0   (mgal)                       NAVD 88
 DL4336
 DL4336  VERT ORDER      -  SECOND    CLASS I
 DL4336
 DL4336  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4336  Standards:
 DL4336         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4336            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4336  -------------------------------------------------------------------
 DL4336  NETWORK    0.33   0.78           0.15   0.11   0.40      0.01942130
 DL4336  -------------------------------------------------------------------
 DL4336  Click here for local accuracies and other accuracy information.
 DL4336
 DL4336.The horizontal coordinates were established by GPS observations
 DL4336.and adjusted by the National Geodetic Survey in June 2012.
 DL4336
 DL4336.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4336.been affixed to the stable North American tectonic plate. See 
 DL4336.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4336
 DL4336.The horizontal coordinates are valid at the epoch date displayed above
 DL4336.which is a decimal equivalence of Year/Month/Day.
 DL4336
 DL4336.The orthometric height was determined by differential leveling and
 DL4336.adjusted by the WI DEPT OF TRANSP
 DL4336.in May 2012.
 DL4336
 DL4336.No vertical observational check was made to the station.
 DL4336
 DL4336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4336.GEOID18 height accuracy estimate available here.
 DL4336
 DL4336.Click photographs - Photos may exist for this station.
 DL4336
 DL4336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4336
 DL4336.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4336
 DL4336.The ellipsoidal height was determined by GPS observations
 DL4336.and is referenced to NAD 83.
 DL4336
 DL4336.The dynamic height is computed by dividing the NAVD 88
 DL4336.geopotential number by the normal gravity value computed on the
 DL4336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4336.degrees latitude (g = 980.6199 gals.).
 DL4336
 DL4336.The modeled gravity was interpolated from observed gravity values.
 DL4336
 DL4336. The following values were computed from the NAD 83(2011) position.
 DL4336
 DL4336;                    North         East     Units Scale Factor Converg.
 DL4336;SPC WI C     -   136,916.713   522,462.735   MT  0.99994591   -0 41 40.8
 DL4336;SPC WI C     -   449,200.92  1,714,113.16   sFT  0.99994591   -0 41 40.8
 DL4336;UTM  15      - 4,991,731.638   658,681.435   MT  0.99990962   +1 25 37.1
 DL4336
 DL4336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4336!SPC WI C     -   0.99994605  x   0.99994591  =   0.99989196
 DL4336!UTM  15      -   0.99994605  x   0.99990962  =   0.99985567
 DL4336
 DL4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5868191731(NAD 83)
 DL4336
 DL4336                          SUPERSEDED SURVEY CONTROL
 DL4336
 DL4336  NAD 83(2007)-  45 03 40.53515(N)    090 59 04.26497(W) AD(2002.00) B
 DL4336  ELLIP H (09/06/11)  344.172  (m)                       GP(2002.00) 1 1
 DL4336  NAVD 88             375.23   (m)         1231.1    (f) LEVELING    3  
 DL4336
 DL4336.Superseded values are not recommended for survey control.
 DL4336
 DL4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4336.See file dsdata.pdf to determine how the superseded data were derived.
 DL4336
 DL4336_MARKER: DD = SURVEY DISK
 DL4336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4336_STAMPING: COLBURN GPS 2006
 DL4336_MARK LOGO: WIDT
 DL4336_PROJECTION: FLUSH
 DL4336_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4336+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2008
 DL4336
 DL4336  HISTORY     - Date     Condition        Report By
 DL4336  HISTORY     - 2005     MONUMENTED       WIDT
 DL4336  HISTORY     - 20080729 GOOD             WIDT
 DL4336
 DL4336                          STATION DESCRIPTION
 DL4336
 DL4336'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4336'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF
 DL4336'STANLEY, 4.0 MI (6.4 KM) SOUTH OF HURON AND 3.3 MI (5.3 KM)
 DL4336'EAST-NORTHEAST OF COLBURN.
 DL4336'
 DL4336'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL4336'HIGHWAY G APPROXIMATELY 2.3 MI (3.7 KM) SOUTHWEST OF THE CITY OF
 DL4336'STANLEY, GO NORTH ON COUNTY HIGHWAY G FOR 7.5 MI (12.1 KM) TO 150TH
 DL4336'AVENUE.  CONTINUE NORTH ON COUNTY HIGHWAY G FOR 0.1 MI (0.2 KM) TO THE
 DL4336'STATION ON THE RIGHT.
 DL4336'
 DL4336'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4336'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4336'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4336'GROUND AND APPROXIMATELY 0.7 M (2.3 FT) LOWER THAN THE HIGHWAY
 DL4336'PAVEMENT, 9.4 M (30.8 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY G,
 DL4336'52.0 M (170.6 FT) NORTHEAST OF A POWER POLE, 41.5 M (136.2 FT)
 DL4336'SOUTHEAST OF A POWER POLE, 31.1 M (102.0 FT) NORTH OF THE CENTERLINE
 DL4336'OF A FIELD ENTRANCE, 0.5 M (1.6 FT) WEST OF A METAL FENCE AND 1.0 M
 DL4336'(3.3 FT) EAST, 1.0 M (3.3 FT) SOUTHWEST AND 1.0 M (3.3 FT) NORTHWEST
 DL4336'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DL4336'
 DL4336'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4336'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4456 ***********************************************************************
 DL4456  DESIGNATION -  COLBURN N GPS
 DL4456  PID         -  DL4456
 DL4456  STATE/COUNTY-  WI/CHIPPEWA
 DL4456  COUNTRY     -  US
 DL4456  USGS QUAD   -  HURON (2018)
 DL4456
 DL4456                         *CURRENT SURVEY CONTROL
 DL4456  ______________________________________________________________________
 DL4456* NAD 83(2011) POSITION- 45 07 09.33750(N) 090 59 26.63973(W)   ADJUSTED
 DL4456* NAD 83(2011) ELLIP HT-   316.030 (meters)        (04/15/13)   ADJUSTED
 DL4456* NAD 83(2011) EPOCH   -  2010.00
 DL4456* NAVD 88 ORTHO HEIGHT -   346.927 (meters)     1138.21  (feet) ADJUSTED
 DL4456  ______________________________________________________________________
 DL4456  GEOID HEIGHT    -        -30.903 (meters)                     GEOID18
 DL4456  NAD 83(2011) X  -    -77,953.931 (meters)                     COMP
 DL4456  NAD 83(2011) Y  - -4,507,758.320 (meters)                     COMP
 DL4456  NAD 83(2011) Z  -  4,496,934.404 (meters)                     COMP
 DL4456  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 DL4456  DYNAMIC HEIGHT  -        346.901 (meters)     1138.12  (feet) COMP
 DL4456  MODELED GRAVITY -    980,529.5   (mgal)                       NAVD 88
 DL4456
 DL4456  VERT ORDER      -  SECOND    CLASS I
 DL4456
 DL4456  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4456  Standards:
 DL4456         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4456            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4456  -------------------------------------------------------------------
 DL4456  NETWORK    0.51   0.96           0.23   0.18   0.49      0.04262436
 DL4456  -------------------------------------------------------------------
 DL4456  Click here for local accuracies and other accuracy information.
 DL4456
 DL4456.The horizontal coordinates were established by GPS observations
 DL4456.and adjusted by the National Geodetic Survey in April 2013.
 DL4456
 DL4456.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4456.been affixed to the stable North American tectonic plate. See 
 DL4456.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4456
 DL4456.The horizontal coordinates are valid at the epoch date displayed above
 DL4456.which is a decimal equivalence of Year/Month/Day.
 DL4456
 DL4456.The orthometric height was determined by differential leveling and
 DL4456.adjusted by the WI DEPT OF TRANSP
 DL4456.in May 2012.
 DL4456
 DL4456.No vertical observational check was made to the station.
 DL4456
 DL4456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4456.GEOID18 height accuracy estimate available here.
 DL4456
 DL4456.Click photographs - Photos may exist for this station.
 DL4456
 DL4456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4456
 DL4456.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4456
 DL4456.The ellipsoidal height was determined by GPS observations
 DL4456.and is referenced to NAD 83.
 DL4456
 DL4456.The dynamic height is computed by dividing the NAVD 88
 DL4456.geopotential number by the normal gravity value computed on the
 DL4456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4456.degrees latitude (g = 980.6199 gals.).
 DL4456
 DL4456.The modeled gravity was interpolated from observed gravity values.
 DL4456
 DL4456. The following values were computed from the NAD 83(2011) position.
 DL4456
 DL4456;                    North         East     Units Scale Factor Converg.
 DL4456;SPC WI C     -   143,367.670   522,051.896   MT  0.99994969   -0 41 56.5
 DL4456;SPC WI C     -   470,365.43  1,712,765.26   sFT  0.99994969   -0 41 56.5
 DL4456;UTM  15      - 4,998,162.701   658,032.003   MT  0.99990709   +1 25 26.5
 DL4456
 DL4456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4456!SPC WI C     -   0.99995045  x   0.99994969  =   0.99990015
 DL4456!UTM  15      -   0.99995045  x   0.99990709  =   0.99985755
 DL4456
 DL4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5803298162(NAD 83)
 DL4456
 DL4456                          SUPERSEDED SURVEY CONTROL
 DL4456
 DL4456  NAD 83(2007)-  45 07 09.33751(N)    090 59 26.64041(W) AD(2002.00) 1
 DL4456  ELLIP H (04/06/12)  316.052  (m)                       GP(2002.00) 1 1
 DL4456  NAVD 88             346.93   (m)         1138.2    (f) LEVELING    3  
 DL4456
 DL4456.Superseded values are not recommended for survey control.
 DL4456
 DL4456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4456.See file dsdata.pdf to determine how the superseded data were derived.
 DL4456
 DL4456_MARKER: DD = SURVEY DISK
 DL4456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4456_STAMPING: COLBURN N GPS 2006
 DL4456_MARK LOGO: WIDT
 DL4456_PROJECTION: FLUSH
 DL4456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4456+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2008
 DL4456
 DL4456  HISTORY     - Date     Condition        Report By
 DL4456  HISTORY     - 2005     MONUMENTED       WIDT
 DL4456  HISTORY     - 20080812 GOOD             WIDT
 DL4456
 DL4456                          STATION DESCRIPTION
 DL4456
 DL4456'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4456'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF
 DL4456'COLBURN, 4.0 MI (6.4 KM) SOUTH OF RUBY AND 0.4 MI (0.6 KM) WEST OF
 DL4456'HURON.
 DL4456'
 DL4456'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY G AND COUNTY
 DL4456'HIGHWAY S APPROXIMATELY 11 MI (17.7 KM) NORTHWEST OF THE CITY OF
 DL4456'STANLEY, GO NORTH ON COUNTY HIGHWAY G AND COUNTY HIGHWAY S FOR 0.4 MI
 DL4456'(0.6 KM) TO COUNTY HIGHWAY S RIGHT AND COUNTY HIGHWAY G CURVING LEFT,
 DL4456'CURVE LEFT AND GO NORTHWEST AND WEST ON COUNTY HIGHWAY G FOR 0.43 MI
 DL4456'(0.7 KM) TO THE STATION ON THE LEFT.
 DL4456'
 DL4456'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4456'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4456'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4456'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT,
 DL4456'10.7 M (35.1 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY G, 86.0 M
 DL4456'(282.2 FT) WEST OF THE CENTERLINE OF A GATED ENTRANCE TO SAINT JOHNS
 DL4456'ORTHODOX CHURCH AND CEMETERY AT 19195, 26.6 M (87.3 FT) SOUTHEAST OF A
 DL4456'POWER POLE, 0.8 M (2.6 FT) NORTH OF A WIRE FENCE AND 1.0 M (3.3 FT)
 DL4456'SOUTH, 1.0 M (3.3 FT) NORTHWEST AND 1.0 M (3.3 FT) NORTHEAST OF THREE
 DL4456'ORANGE 4X4 PLASTIC GUARD POSTS.
 DL4456'
 DL4456'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4456'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5656 ***********************************************************************
 DH5656  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5656  DESIGNATION -  COLBURN S GPS
 DH5656  PID         -  DH5656
 DH5656  STATE/COUNTY-  WI/ADAMS
 DH5656  COUNTRY     -  US
 DH5656  USGS QUAD   -  COLOMA SW (2018)
 DH5656
 DH5656                         *CURRENT SURVEY CONTROL
 DH5656  ______________________________________________________________________
 DH5656* NAD 83(2011) POSITION- 44 04 06.68138(N) 089 38 19.11831(W)   ADJUSTED
 DH5656* NAD 83(2011) ELLIP HT-   281.748 (meters)        (06/27/12)   ADJUSTED
 DH5656* NAD 83(2011) EPOCH   -  2010.00
 DH5656* NAVD 88 ORTHO HEIGHT -   317.53  (meters)     1041.8   (feet) GPS OBS
 DH5656  ______________________________________________________________________
 DH5656  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5656  GEOID HEIGHT    -        -35.776 (meters)                     GEOID12A
 DH5656  GEOID HEIGHT    -        -35.778 (meters)                     GEOID18
 DH5656  NAD 83(2011) X  -     28,950.699 (meters)                     COMP
 DH5656  NAD 83(2011) Y  - -4,590,295.274 (meters)                     COMP
 DH5656  NAD 83(2011) Z  -  4,413,761.280 (meters)                     COMP
 DH5656  LAPLACE CORR    -         -6.33  (seconds)                    DEFLEC18
 DH5656
 DH5656  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5656  Standards:
 DH5656         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5656            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5656  -------------------------------------------------------------------
 DH5656  NETWORK    0.28   0.41           0.13   0.09   0.21      0.12889046
 DH5656  -------------------------------------------------------------------
 DH5656  Click here for local accuracies and other accuracy information.
 DH5656
 DH5656.The horizontal coordinates were established by GPS observations
 DH5656.and adjusted by the National Geodetic Survey in June 2012.
 DH5656
 DH5656.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5656.been affixed to the stable North American tectonic plate. See 
 DH5656.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5656
 DH5656.The horizontal coordinates are valid at the epoch date displayed above
 DH5656.which is a decimal equivalence of Year/Month/Day.
 DH5656
 DH5656.The orthometric height was determined by GPS observations and a
 DH5656.high-resolution geoid model using precise GPS observation and
 DH5656.processing techniques.
 DH5656
 DH5656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5656.GEOID18 height accuracy estimate available here.
 DH5656
 DH5656.Click photographs - Photos may exist for this station.
 DH5656
 DH5656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5656
 DH5656.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5656
 DH5656.The ellipsoidal height was determined by GPS observations
 DH5656.and is referenced to NAD 83.
 DH5656
 DH5656. The following values were computed from the NAD 83(2011) position.
 DH5656
 DH5656;                    North         East     Units Scale Factor Converg.
 DH5656;SPC WI S     -   229,863.509   628,949.534   MT  1.00000038   +0 14 53.8
 DH5656;SPC WI S     -   754,143.86  2,063,478.60   sFT  1.00000038   +0 14 53.8
 DH5656;UTM  16      - 4,882,868.968   288,690.153   MT  1.00014920   -1 50 09.2
 DH5656
 DH5656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5656!SPC WI S     -   0.99995582  x   1.00000038  =   0.99995620
 DH5656!UTM  16      -   0.99995582  x   1.00014920  =   1.00010502
 DH5656
 DH5656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8869082868(NAD 83)
 DH5656
 DH5656                          SUPERSEDED SURVEY CONTROL
 DH5656
 DH5656  NAD 83(2007)-  44 04 06.68145(N)    089 38 19.11909(W) AD(2002.00) 0
 DH5656  ELLIP H (02/10/07)  281.783  (m)                       GP(2002.00)    
 DH5656  NAD 83(1997)-  44 04 06.68153(N)    089 38 19.11942(W) AD(       ) 1
 DH5656  ELLIP H (08/01/05)  281.787  (m)                       GP(       ) 2 1
 DH5656  NAVD 88 (07/26/07)  317.51   (m)  GEOID03  model used  GPS OBS        
 DH5656
 DH5656.Superseded values are not recommended for survey control.
 DH5656
 DH5656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5656.See file dsdata.pdf to determine how the superseded data were derived.
 DH5656
 DH5656_MARKER: DD = SURVEY DISK
 DH5656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5656_STAMPING: COLBURN S GPS 2004
 DH5656_MARK LOGO: WIDT
 DH5656_PROJECTION: FLUSH
 DH5656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5656+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DH5656
 DH5656  HISTORY     - Date     Condition        Report By
 DH5656  HISTORY     - 2003     MONUMENTED       WIDT
 DH5656  HISTORY     - 20100519 GOOD             WIDT
 DH5656
 DH5656                          STATION DESCRIPTION
 DH5656
 DH5656'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5656'OWNERSHIP--TOWN OF COLBURN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5656'STATE HIGHWAY  21 WITH COUNTY HIGHWAY G ABOUT 10 MI EAST-NORTHEAST OF
 DH5656'THE VILLAGE OF FRIENDSHIP, GO  NORTH ON COUNTY HIGHWAY G FOR 3.2 MI TO
 DH5656'CHICAGO AVENUE, TURN LEFT AND GO WEST ON  CHICAGO AVENUE FOR 1.0 MI TO
 DH5656'3RD AVENUE ON THE LEFT AND THE STATION ON THE RIGHT.  THE  STATION IS
 DH5656'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5656'CONTROL  STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5656'ABOUT LEVEL WITH THE ROAD  PAVEMENT.  THE STATION IS 7.5 M NORTH OF
 DH5656'THE CENTERLINE OF CHICAGO AVENUE, 60 M  EAST-NORTHEAST OF POWERPOLE
 DH5656'--C05 19--, 24 M WEST OF THE EXTENDED CENTERLINE OF 3RD  AVENUE, 1.0 M
 DH5656'EAST AND WEST OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DH5656'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5656'ABOVE THE  HORIZON.
 DH5656
 DH5656                          STATION RECOVERY (2010)
 DH5656
 DH5656'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5656'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7286 ***********************************************************************
 DN7286  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7286  DESIGNATION -  COLBURN S GPS
 DN7286  PID         -  DN7286
 DN7286  STATE/COUNTY-  WI/CHIPPEWA
 DN7286  COUNTRY     -  US
 DN7286  USGS QUAD   -  COLBURN (2018)
 DN7286
 DN7286                         *CURRENT SURVEY CONTROL
 DN7286  ______________________________________________________________________
 DN7286* NAD 83(2011) POSITION- 45 02 44.26976(N) 091 03 48.53431(W)   ADJUSTED
 DN7286* NAD 83(2011) ELLIP HT-   306.983 (meters)        (04/15/13)   ADJUSTED
 DN7286* NAD 83(2011) EPOCH   -  2010.00
 DN7286* NAVD 88 ORTHO HEIGHT -   337.99  (meters)     1108.9   (feet) GPS OBS
 DN7286  ______________________________________________________________________
 DN7286  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7286  GEOID HEIGHT    -        -31.024 (meters)                     GEOID12A
 DN7286  GEOID HEIGHT    -        -31.014 (meters)                     GEOID18
 DN7286  NAD 83(2011) X  -    -83,784.803 (meters)                     COMP
 DN7286  NAD 83(2011) Y  - -4,513,442.999 (meters)                     COMP
 DN7286  NAD 83(2011) Z  -  4,491,149.974 (meters)                     COMP
 DN7286  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 DN7286
 DN7286  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7286  Standards:
 DN7286         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7286            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7286  -------------------------------------------------------------------
 DN7286  NETWORK    0.48   0.94           0.22   0.17   0.48      0.02939795
 DN7286  -------------------------------------------------------------------
 DN7286  Click here for local accuracies and other accuracy information.
 DN7286
 DN7286.The horizontal coordinates were established by GPS observations
 DN7286.and adjusted by the National Geodetic Survey in April 2013.
 DN7286
 DN7286.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7286.been affixed to the stable North American tectonic plate. See 
 DN7286.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7286
 DN7286.The horizontal coordinates are valid at the epoch date displayed above
 DN7286.which is a decimal equivalence of Year/Month/Day.
 DN7286
 DN7286.The orthometric height was determined by GPS observations and a
 DN7286.high-resolution geoid model using precise GPS observation and
 DN7286.processing techniques.
 DN7286
 DN7286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7286.GEOID18 height accuracy estimate available here.
 DN7286
 DN7286.Click photographs - Photos may exist for this station.
 DN7286
 DN7286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7286
 DN7286.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7286
 DN7286.The ellipsoidal height was determined by GPS observations
 DN7286.and is referenced to NAD 83.
 DN7286
 DN7286. The following values were computed from the NAD 83(2011) position.
 DN7286
 DN7286;                    North         East     Units Scale Factor Converg.
 DN7286;SPC WI C     -   135,258.455   516,221.409   MT  0.99994507   -0 45 01.3
 DN7286;SPC WI C     -   443,760.45  1,693,636.41   sFT  0.99994507   -0 45 01.3
 DN7286;UTM  15      - 4,989,843.578   652,506.064   MT  0.99988599   +1 22 14.4
 DN7286
 DN7286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7286!SPC WI C     -   0.99995187  x   0.99994507  =   0.99989694
 DN7286!UTM  15      -   0.99995187  x   0.99988599  =   0.99983787
 DN7286
 DN7286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5250689843(NAD 83)
 DN7286
 DN7286                          SUPERSEDED SURVEY CONTROL
 DN7286
 DN7286  NAD 83(2007)-  45 02 44.26980(N)    091 03 48.53497(W) AD(2002.00) 1
 DN7286  ELLIP H (04/06/12)  307.002  (m)                       GP(2002.00) 1 1
 DN7286
 DN7286.Superseded values are not recommended for survey control.
 DN7286
 DN7286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7286.See file dsdata.pdf to determine how the superseded data were derived.
 DN7286
 DN7286_MARKER: DD = SURVEY DISK
 DN7286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7286_STAMPING: COLBURN S GPS 2006
 DN7286_MARK LOGO: WIDT
 DN7286_PROJECTION: FLUSH
 DN7286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7286+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2008
 DN7286
 DN7286  HISTORY     - Date     Condition        Report By
 DN7286  HISTORY     - 2005     MONUMENTED       WIDT
 DN7286  HISTORY     - 20080729 GOOD             WIDT
 DN7286
 DN7286                          STATION DESCRIPTION
 DN7286
 DN7286'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7286'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DN7286'HIGHWAY O APPROXIMATELY 1.6 MI (2.6 KM) NORTH OF THE VILLAGE OF BOYD,
 DN7286'GO NORTH ON COUNTY HIGHWAY D FOR 4.6 MI (7.4 KM) TO COUNTY HIGHWAY
 DN7286'SOUTH RIGHT.  CONTINUE NORTH ON COUNTY HIGHWAY D FOR 0.4 MI (0.6 KM)
 DN7286'TO COUNTY HIGHWAY SOUTH LEFT.  TURN LEFT AND GO WEST ON COUNTY HIGHWAY
 DN7286'SOUTH FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DN7286'
 DN7286'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7286'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7286'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7286'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 DN7286'PAVEMENT.  THE STATION IS 11.1 M (36.4 FT) NORTH OF THE CENTERLINE OF
 DN7286'COUNTY HIGHWAY SOUTH, 0.05 MI (0.1 KM) EAST OF 300TH STREET, 40.0 M
 DN7286'(131.2 FT) NORTHWEST OF A POWER POLE, 1.4 M (4.6 FT) SOUTH OF A WIRE
 DN7286'FENCE AND 1.0 M (3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHWEST AND 1.0 M
 DN7286'(3.3 FT) SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7286'
 DN7286'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7286'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7287 ***********************************************************************
 DN7287  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7287  DESIGNATION -  COLBURN W GPS
 DN7287  PID         -  DN7287
 DN7287  STATE/COUNTY-  WI/CHIPPEWA
 DN7287  COUNTRY     -  US
 DN7287  USGS QUAD   -  COLBURN (2018)
 DN7287
 DN7287                         *CURRENT SURVEY CONTROL
 DN7287  ______________________________________________________________________
 DN7287* NAD 83(2011) POSITION- 45 07 09.60802(N) 091 02 41.42338(W)   ADJUSTED
 DN7287* NAD 83(2011) ELLIP HT-   308.656 (meters)        (04/15/13)   ADJUSTED
 DN7287* NAD 83(2011) EPOCH   -  2010.00
 DN7287* NAVD 88 ORTHO HEIGHT -   339.52  (meters)     1113.9   (feet) GPS OBS
 DN7287  ______________________________________________________________________
 DN7287  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7287  GEOID HEIGHT    -        -30.876 (meters)                     GEOID12A
 DN7287  GEOID HEIGHT    -        -30.864 (meters)                     GEOID18
 DN7287  NAD 83(2011) X  -    -82,210.539 (meters)                     COMP
 DN7287  NAD 83(2011) Y  - -4,507,671.576 (meters)                     COMP
 DN7287  NAD 83(2011) Z  -  4,496,935.072 (meters)                     COMP
 DN7287  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 DN7287
 DN7287  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7287  Standards:
 DN7287         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7287            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7287  -------------------------------------------------------------------
 DN7287  NETWORK    0.54   1.00           0.24   0.20   0.51      0.03450504
 DN7287  -------------------------------------------------------------------
 DN7287  Click here for local accuracies and other accuracy information.
 DN7287
 DN7287.The horizontal coordinates were established by GPS observations
 DN7287.and adjusted by the National Geodetic Survey in April 2013.
 DN7287
 DN7287.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7287.been affixed to the stable North American tectonic plate. See 
 DN7287.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7287
 DN7287.The horizontal coordinates are valid at the epoch date displayed above
 DN7287.which is a decimal equivalence of Year/Month/Day.
 DN7287
 DN7287.The orthometric height was determined by GPS observations and a
 DN7287.high-resolution geoid model using precise GPS observation and
 DN7287.processing techniques.
 DN7287
 DN7287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7287.GEOID18 height accuracy estimate available here.
 DN7287
 DN7287.Click photographs - Photos may exist for this station.
 DN7287
 DN7287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7287
 DN7287.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7287
 DN7287.The ellipsoidal height was determined by GPS observations
 DN7287.and is referenced to NAD 83.
 DN7287
 DN7287. The following values were computed from the NAD 83(2011) position.
 DN7287
 DN7287;                    North         East     Units Scale Factor Converg.
 DN7287;SPC WI C     -   143,429.375   517,795.280   MT  0.99994969   -0 44 14.0
 DN7287;SPC WI C     -   470,567.87  1,698,800.01   sFT  0.99994969   -0 44 14.0
 DN7287;UTM  15      - 4,998,066.686   653,776.238   MT  0.99989077   +1 23 08.4
 DN7287
 DN7287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7287!SPC WI C     -   0.99995161  x   0.99994969  =   0.99990130
 DN7287!UTM  15      -   0.99995161  x   0.99989077  =   0.99984239
 DN7287
 DN7287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5377698066(NAD 83)
 DN7287
 DN7287                          SUPERSEDED SURVEY CONTROL
 DN7287
 DN7287  NAD 83(2007)-  45 07 09.60804(N)    091 02 41.42401(W) AD(2002.00) 1
 DN7287  ELLIP H (04/06/12)  308.679  (m)                       GP(2002.00) 1 1
 DN7287
 DN7287.Superseded values are not recommended for survey control.
 DN7287
 DN7287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7287.See file dsdata.pdf to determine how the superseded data were derived.
 DN7287
 DN7287_MARKER: DD = SURVEY DISK
 DN7287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7287_STAMPING: COLBURN W GPS 2006
 DN7287_MARK LOGO: WIDT
 DN7287_PROJECTION: FLUSH
 DN7287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7287+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2008
 DN7287
 DN7287  HISTORY     - Date     Condition        Report By
 DN7287  HISTORY     - 2005     MONUMENTED       WIDT
 DN7287  HISTORY     - 20080811 GOOD             WIDT
 DN7287
 DN7287                          STATION DESCRIPTION
 DN7287
 DN7287'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DN7287'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DN7287'HIGHWAY 27 NORTH APPROXIMATELY 2 MI (3.2 KM) EAST OF THE CITY OF
 DN7287'CORNELL, GO EAST ON STATE HIGHWAY 64 FOR 3.1 MI (5.0 KM) TO COUNTY
 DN7287'HIGHWAY D RIGHT.  TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY D FOR 3.0
 DN7287'MI (4.8 KM) TO 190TH AVENUE AND THE STATION ON THE RIGHT.
 DN7287'
 DN7287'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7287'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7287'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7287'GROUND AND APPROXIMATELY 0.1 M (0.3 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7287'THE STATION IS 17.2 M (56.4 FT) SOUTH OF THE CENTERLINE OF 190TH
 DN7287'AVENUE, 8.7 M (28.5 FT) SOUTHWEST OF THE CENTERLINE OF THE 190TH
 DN7287'AVENUE TURNING LANE, 33.6 M (110.2 FT) WEST OF THE CENTERLINE OF
 DN7287'COUNTY HIGHWAY D, 25.1 M (82.3 FT) WEST-SOUTHWEST OF THE TOP CENTER OF
 DN7287'TELEPHONE PEDESTAL NUMBER 101 79, 24.7 M (81.0 FT) SOUTH-SOUTHEAST OF
 DN7287'A DEAD END SIGN POST AND 1.0 M (3.3 FT) SOUTHWEST, 1.0 M (3.3 FT) EAST
 DN7287'AND 1.0 M (3.3 FT) NORTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DN7287'
 DN7287'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7287'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0511 ***********************************************************************
 PO0511  DESIGNATION -  COLBY
 PO0511  PID         -  PO0511
 PO0511  STATE/COUNTY-  WI/MARATHON
 PO0511  COUNTRY     -  US
 PO0511  USGS QUAD   -  MILAN (2018)
 PO0511
 PO0511                         *CURRENT SURVEY CONTROL
 PO0511  ______________________________________________________________________
 PO0511* NAD 83(1991) POSITION- 44 54 08.15374(N) 090 14 39.15278(W)   ADJUSTED
 PO0511* NAVD 88 ORTHO HEIGHT -   428.829 (meters)     1406.92  (feet) ADJUSTED
 PO0511  ______________________________________________________________________
 PO0511  GEOID HEIGHT    -        -33.121 (meters)                     GEOID18
 PO0511  LAPLACE CORR    -         -5.99  (seconds)                    DEFLEC18
 PO0511  DYNAMIC HEIGHT  -        428.770 (meters)     1406.72  (feet) COMP
 PO0511  MODELED GRAVITY -    980,465.9   (mgal)                       NAVD 88
 PO0511
 PO0511  HORZ ORDER      -  FIRST
 PO0511  VERT ORDER      -  SECOND    CLASS I
 PO0511
 PO0511.The horizontal coordinates were established by classical geodetic methods
 PO0511.and adjusted by the National Geodetic Survey in November 1991.
 PO0511
 PO0511.The orthometric height was determined by differential leveling and
 PO0511.adjusted by the WI DEPT OF TRANSP
 PO0511.in May 2012.
 PO0511
 PO0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0511.GEOID18 height accuracy estimate available here.
 PO0511
 PO0511.Click photographs - Photos may exist for this station.
 PO0511
 PO0511.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0511
 PO0511.The dynamic height is computed by dividing the NAVD 88
 PO0511.geopotential number by the normal gravity value computed on the
 PO0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0511.degrees latitude (g = 980.6199 gals.).
 PO0511
 PO0511.The modeled gravity was interpolated from observed gravity values.
 PO0511
 PO0511. The following values were computed from the NAD 83(1991) position.
 PO0511
 PO0511;                    North         East     Units Scale Factor Converg.
 PO0511;SPC WI C     -   118,807.370   580,713.349   MT  0.99994081   -0 10 20.3
 PO0511;SPC WI C     -   389,787.18  1,905,223.71   sFT  0.99994081   -0 10 20.3
 PO0511;UTM  15      - 4,975,788.242   717,567.809   MT  1.00018210   +1 56 45.9
 PO0511
 PO0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0511!SPC WI C     -   0.99993796  x   0.99994081  =   0.99987878
 PO0511!UTM  15      -   0.99993796  x   1.00018210  =   1.00012005
 PO0511
 PO0511:                Primary Azimuth Mark                     Grid Az
 PO0511:SPC WI C     -  COLBY AZ MK                              146 04 35.4
 PO0511:UTM  15      -  COLBY AZ MK                              143 57 29.2
 PO0511
 PO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1756775788(NAD 83)
 PO0511
 PO0511|---------------------------------------------------------------------|
 PO0511| PID    Reference Object                     Distance      Geod. Az  |
 PO0511|                                                           dddmmss.s |
 PO0511| PO0506 ST JOHANNES EVAN LUTH CHURCH        APPROX.13.9 KM 0832905.6 |
 PO0511| CJ4443 COLBY AZ MK                                        1455415.1 |
 PO0511| CJ4444 COLBY AZ MK RESET                                  14714     |
 PO0511| CJ4447 COLBY RM 3                           29.120 METERS 17958     |
 PO0511| CJ4445 COLBY RM 1                           24.109 METERS 18009     |
 PO0511| CJ4446 COLBY RM 2                           45.525 METERS 26943     |
 PO0511| PO0544 COLBY MUNICIPAL TANK                APPROX. 5.8 KM 2810928.5 |
 PO0511| PO0545 ABBOTSFORD MUNICIPAL STANDPIPE      APPROX. 7.4 KM 3052551.5 |
 PO0511|---------------------------------------------------------------------|
 PO0511
 PO0511                          SUPERSEDED SURVEY CONTROL
 PO0511
 PO0511  NAD 83(1986)-  44 54 08.15165(N)    090 14 39.15960(W) AD(       ) 1
 PO0511  NAD 27      -  44 54 08.27500(N)    090 14 38.66700(W) AD(       ) 1
 PO0511  NAVD 88 (07/08/08)  428.812  (m)         1406.86   (f) SUPERSEDED  2 1
 PO0511  NGVD 29             428.77   (m)         1406.7    (f) LEVELING    3  
 PO0511
 PO0511.Superseded values are not recommended for survey control.
 PO0511
 PO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0511.See file dsdata.pdf to determine how the superseded data were derived.
 PO0511
 PO0511_MARKER: DS = TRIANGULATION STATION DISK
 PO0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0511_STAMPING: COLBY 1934
 PO0511_MARK LOGO: CGS
 PO0511_PROJECTION: FLUSH
 PO0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0511+STABILITY: SURFACE MOTION
 PO0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0511+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2011
 PO0511
 PO0511  HISTORY     - Date     Condition        Report By
 PO0511  HISTORY     - 1934     MONUMENTED       CGS
 PO0511  HISTORY     - 1958     GOOD             CGS
 PO0511  HISTORY     - 1964     GOOD             CGS
 PO0511  HISTORY     - 1980     GOOD             WIDT
 PO0511  HISTORY     - 20011110 GOOD             USPSQD
 PO0511  HISTORY     - 20041104 GOOD             USPSQD
 PO0511  HISTORY     - 20060608 GOOD             WIDT
 PO0511  HISTORY     - 20110713 GOOD             WIDT
 PO0511
 PO0511                          STATION DESCRIPTION
 PO0511
 PO0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0511'THIS STATION IS 3.45 MILES DUE EAST OF COLBY, 0.2 MILE WEST
 PO0511'OF A CROSSROADS WITH A PLANT OF THE HULL CO-OPERATIVE CHEESE
 PO0511'AND BUTTER CO. IN THE SOUTHWEST ANGLE.  IN THE SOUTHEAST
 PO0511'QUARTER SEC. 15, T., 28 N., R. 2 E., IN THE SOUTHWEST CORNER
 PO0511'OF THE FARMYARD OWNED BY MR. ERVIN EGGEBRECHT.  THE MARK IS
 PO0511'137.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN,
 PO0511'106 FEET SOUTH OF A DRILLED WELL, 53 FEET NORTH OF THE CENTER
 PO0511'LINE OF THE ROAD, AND IS SET FLUSH WITH THE GROUND.
 PO0511'
 PO0511'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY
 PO0511'HIGHWAY N IN THE SOUTHERN PART OF COLBY, GO EAST ON COUNTY
 PO0511'HIGHWAY N 3.45 MILES TO THE STATION.
 PO0511'
 PO0511'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 1 FOOT NORTH
 PO0511'OF THE SOUTH RIGHT-OF-WAY FENCE, 4 FEET WEST OF A POWER LINE
 PO0511'POLE, 168.53 FEET EAST-SOUTHEAST OF REFERENCE MARK NO. 2,
 PO0511'AND PROJECTS 8 INCHES.
 PO0511'
 PO0511'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 15 FEET NORTH
 PO0511'OF THE NORTH RIGHT-OF-WAY FENCE OF THE ROAD, 80 FEET SOUTH
 PO0511'OF THE SOUTHWEST CORNER OF THE BARN, AND PROJECTS 3 INCHES.
 PO0511'
 PO0511'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 0.4 MILE SOUTH
 PO0511'OF THE CROSSROADS, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE
 PO0511'OF THE NORTH-SOUTH ROAD, 200 FEET NORTHEAST OF A FARMHOUSE,
 PO0511'200 FEET SOUTHWEST OF A FARMHOUSE, AND PROJECTS 12 INCHES.
 PO0511'
 PO0511'LIGHTS 120 FEET ABOVE STAADT AND 87 FEET ABOVE REGELE COME
 PO0511'INTO VIEW 40 FEET ABOVE THIS STATION.
 PO0511'
 PO0511'A LIGHT 107 FEET ABOVE WIELAND COMES INTO VIEW 70 FEET ABOVE
 PO0511'THIS STATION.
 PO0511'
 PO0511'LIGHTS 100 FEET ABOVE BECKER AND WUERTSBURG COME INTO VIEW
 PO0511'18 FEET ABOVE THIS STATION.
 PO0511'
 PO0511'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PO0511'BRONZE DISKS SET IN ROUND CONCRETE POSTS.
 PO0511
 PO0511                          STATION RECOVERY (1958)
 PO0511
 PO0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 PO0511'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 PO0511'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 PO0511'DIRECTION TO REFERENCE MARKS 1 AND 2 CHECKED.  THE REFERENCE
 PO0511'POINTS TO THE STATION, REFERENCE MARK 1, AND THE AZIMUTH
 PO0511'MARK CHECKED.  THE DISTANCE TO THE BARN FROM REFERENCE MARK
 PO0511'2 WAS FOUND TO BE 90 FEET INSTEAD OF 80 FEET AS PREVIOUSLY
 PO0511'MEASURED.  NEW REFERENCE POINTS WERE ADDED TO ALL MARKS.
 PO0511'THE AZIMUTH MARK ESTABLISHED IN 1934 WAS DESTROYED AT THIS
 PO0511'TIME TO CLEAR THE WAY FOR ROAD CONSTRUCTION.  A NEW AZIMUTH
 PO0511'MARK WAS ESTABLISHED.  THE PROPERTY ON WHICH THE STATION
 PO0511'MARK IS LOCATED IS NOW OWNED BY MR. HAROLD WIERSIG.  A
 PO0511'COMPLETE NEW DESCRIPTION FOLLOWS.
 PO0511'
 PO0511'THE STATION IS 3.45 MILES EAST OF COLBY, 0.2 MILE WEST OF A
 PO0511'CROSSROAD WITH A PLANT OF THE HULL CO-OPERATIVE CHEESE AND
 PO0511'BUTTER CO. IN THE SOUTHWEST ANGLE.  IN THE SOUTHEAST QUARTER
 PO0511'SEC. 15, T. 28 N., R. 2 E., IN THE SOUTHWEST CORNER OF A
 PO0511'FARMYARD OWNED BY MR. HAROLD WIERSIG.  IT IS 137.5 FEET
 PO0511'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 106 FEET SOUTH
 PO0511'OF A DRILLED WELL, 53 FEET NORTH OF THE CENTERLINE OF COUNTY
 PO0511'ROAD N, AND 25 FEET NORTHWEST OF AN 18 INCH ELM TREE.  THE
 PO0511'MONUMENT IS FLUSH AND THE DISK IS STAMPED COLBY 1934.
 PO0511'
 PO0511'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13
 PO0511'AND COUNTY ROAD N IN THE TOWN OF COLBY, GO EAST ON COUNTY ROAD
 PO0511'N FOR 3.45 MILES TO A FARMHOUSE AND THE STATION ON THE LEFT.
 PO0511'
 PO0511'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 PO0511'ROAD N FOR 0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 PO0511'ON A GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 PO0511'RIGHT.
 PO0511'
 PO0511'REFERENCE MARK 1 IS 6 INCHES NORTH OF A FENCE, 5 FEET WEST OF
 PO0511'A POWERLINE POLE, AND 24 FEET SOUTH OF THE CENTERLINE OF
 PO0511'COUNTY ROAD N.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 PO0511'IS STAMPED COLBY NO 1 1934.
 PO0511'
 PO0511'REFERENCE MARK 2 IS 18 FEET NORTH OF A WIRE FENCE, 90 FEET
 PO0511'SOUTH OF THE SOUTHWEST CORNER OF THE BARN, 46 FEET NORTH OF
 PO0511'THE CENTERLINE OF ROAD N, AND 6 INCHES EAST OF A WIRE FENCE.
 PO0511'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED COLBY
 PO0511'NO 2 1934.
 PO0511'
 PO0511'THE AZIMUTH MARK IS 17 FEET NORTH OF THE CENTERLINE OF A
 PO0511'GRAVELED DRIVEWAY, 2 FEET NORTHWEST OF A WHITE WITNESS POST,
 PO0511'3 FEET NORTHWEST OF A FENCE CORNER, AND 30 FEET WEST OF THE
 PO0511'CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 PO0511'DISK IS STAMPED COLBY 1934 RESET 1958.  THE MARK
 PO0511'IS ON THE PROPERTY OF MR. WILBUR BECKER.
 PO0511'
 PO0511'LIGHTS 120 FEET ABOVE STAADT AND 87 FEET ABOVE REGELE COME
 PO0511'INTO VIEW 40 FEET ABOVE THIS STATION.
 PO0511'
 PO0511'A LIGHT 107 FEET ABOVE WIELAND COMES INTO VIEW 70 FEET ABOVE
 PO0511'THIS STATION.
 PO0511'
 PO0511'LIGHTS 100 FEET ABOVE BECKER AND WUERTSBURG COME INTO VIEW 18
 PO0511'FEET ABOVE THIS STATION.
 PO0511
 PO0511                          STATION RECOVERY (1964)
 PO0511
 PO0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS)
 PO0511'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 PO0511'DESCRIBED.  THE NO. 1 REFERENCE MARK WAS REMOVED AND RESET
 PO0511'AS NO. 3 R.M. BECAUSE OF ROAD CONSTRUCTION IMPENDING.
 PO0511'
 PO0511'ABOUT 3.5 MILES E ALONG NO. N COUNTY ROAD FROM ITS T-INTERSECTION
 PO0511'WITH NO. 13 WIS. HWY. ABOUT 0.4 MILE S OF THE MAIN CORNER
 PO0511'IN COLBY, ON CREST OF RIDGE, 55 FEET N OF CENTER LINE OF
 PO0511'20-FOOT ASPHALT PAVEMENT, 0.9 FOOT LOWER THAN SAME, 38 FEET
 PO0511'W OF CENTER LINE OF A GRAVELED DRIVEWAY, 3.0 FEET W OF STEEL
 PO0511'WITNESS POST, STANDARD DISKS STAMPED COLBY 1934 SET IN CONCRETE.
 PO0511'ELEVATION 1406.7 IS PAINTED ON
 PO0511'A POLE NEAR THE STATION SUGGESTING THAT THE U.S. GEOLOGICAL
 PO0511'SURVEY MAY HAVE DETERMINED ITS ELEVATION.
 PO0511'
 PO0511'R.M. STAMPED COLBY NO 2 1934, PROJECTS 1 FOOT, IS
 PO0511'149.36 FEET (45.525 M.) W FROM
 PO0511'STATION, 91 FEET S OF SW CORNER OF BARN, IN THE PROJECTED
 PO0511'PLANE OF W WALL OF SAME, 47 FEET N OF CENTER LINE OF ROAD, AND
 PO0511'1 FOOT LOWER THAN SAME.
 PO0511'
 PO0511'R.M. STAMPED COLBY NO 3 1934 1964, FLUSH, IS 29.120
 PO0511'METERS OR 95.54 FEET S 01 DEG 02 MIN E FROM THE
 PO0511'STATION, 148 FEET E OF CREOSOTED TRANSFORMER POWER POLE, 41
 PO0511'FEET S OF CENTER LINE OF ROAD, ABOUT LEVEL WITH SAME, AND
 PO0511'2.2 FEET ESE OF WITNESS POST.
 PO0511'
 PO0511'AZIMUTH MARK STAMPED COLBY 1934 RESET 1958, FLUSH,
 PO0511'IS ABOUT 0.55 MILE SE FROM
 PO0511'THE STATION (0.3 MILE E AND 0.45 MILE S BY ROAD), ABOUT 150
 PO0511'YARDS S OF LOCAL ROAD-GRADE CREST, 30 FEET W OF CENTER LINE
 PO0511'OF GRAVEL ROAD, 17 FEET N OF CENTER LINE OF DRIVEWAY TO BURNED
 PO0511'HOUSE ON W SIDE OF ROAD, 36-1/2 FEET N OF PROJECTED PLANE
 PO0511'OF FOUNDATION OF BURNED HOUSE, AND 2.0 FEET NW OF WOODS
 PO0511'WITNESS POST.
 PO0511
 PO0511                          STATION RECOVERY (1980)
 PO0511
 PO0511'RECOVERY NOTE BY WI DEPT OF TRANSP 1980 (TLJ)
 PO0511'COLBY 1934 GOOD FOUND AS DESCRIBED
 PO0511'
 PO0511'COLBY NO. 2 1934 TIPPED OUT OF POSITION
 PO0511'
 PO0511'COLBY NO. 3 1934, 1968 GOOD FOUND AS DESCRIBED
 PO0511'
 PO0511'AZIMUTH MARK 1934 RESET 1958 FOUND IN GOOD CONDITION AS
 PO0511'DESCRIBED.
 PO0511
 PO0511                          STATION RECOVERY (2001)
 PO0511
 PO0511'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PO0511'STATION - OK
 PO0511'AZIMUTH MARK - NOT FOUND
 PO0511'REFERENCE MARK NO. 1 - (COLBY NO 2) - DUG UP AND LAYING ON THE GROUND
 PO0511'
 PO0511'REFERENCE MARK NO. 2 - (CLOBY NO 3) - OK
 PO0511
 PO0511                          STATION RECOVERY (2004)
 PO0511
 PO0511'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0511'BARN IS NOW JUST THE FOUNDATION. STATION AND REFERENCE MARK 2 GOOD.
 PO0511'AZIMUTH - NOT FOUND
 PO0511'REFERENCE MARK 1 NOW MISSING - NOT FOUND
 PO0511
 PO0511                          STATION RECOVERY (2006)
 PO0511
 PO0511'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0511'RECOVERED IN GOOD CONDITION.  ---NOTE---THE GRAVELED DRIVEWAY
 PO0511'REFERENCED IN THE 1964 RECOVERY NOTE IS NOW GRASS COVERED.  THE
 PO0511'STATION IS 4.6 M (15.1 FT) NORTH OF A 4 FT (1.2 M) TALL RED POST WITH
 PO0511'A WHITE --SURVEY MARKER NEARBY-- PLAQUE.  THE AZIMUTH MARK AND
 PO0511'REFERENCE MARKS WERE NOT SEARCHED FOR AT THIS TIME.
 PO0511
 PO0511                          STATION RECOVERY (2011)
 PO0511
 PO0511'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 PO0511'STATION IS 29.1 M (95.4 FT) NORTH OF A BRONZE CAP SET IN CONCRETE -
 PO0511'COLBY RM 3 -,
 PO0511'26.5 M (87.0 FT) WEST NORTHWEST OF A TELEPHONE PEDESTAL -2428- AND A
 PO0511'STEEL FIRE NUMBER POST -H2956 CTH N-,
 PO0511'26.2 M (86.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A METAL
 PO0511'BUILDING,
 PO0511'20.5 M (50.8 FT)  NORTHEAST OF  AN ORANGE AND BLACK PLASTIC WARNING
 PO0511'POST -BURIED FIBER OPTIC CABLE 13523- ,
 PO0511'1 M (3.3 FT)WEST OF A WHITE PLASTIC WITNESS POST.
 PO0511'NOTE - - STATION IS BENEATH  THE INTERTWINED BRANCHES OF A WHITE PINE
 PO0511'AND A BLUE SPRUCE AND IS NOT SUITABLE FOR GPS.
 PO0511'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4429 ***********************************************************************
 DJ4429  DESIGNATION -  COLBY C GPS
 DJ4429  PID         -  DJ4429
 DJ4429  STATE/COUNTY-  WI/CLARK
 DJ4429  COUNTRY     -  US
 DJ4429  USGS QUAD   -  CURTISS (2018)
 DJ4429
 DJ4429                         *CURRENT SURVEY CONTROL
 DJ4429  ______________________________________________________________________
 DJ4429* NAD 83(2011) POSITION- 44 54 07.35149(N) 090 23 15.66126(W)   ADJUSTED
 DJ4429* NAD 83(2011) ELLIP HT-   387.837 (meters)        (06/27/12)   ADJUSTED
 DJ4429* NAD 83(2011) EPOCH   -  2010.00
 DJ4429* NAVD 88 ORTHO HEIGHT -   420.600 (meters)     1379.92  (feet) ADJUSTED
 DJ4429  ______________________________________________________________________
 DJ4429  GEOID HEIGHT    -        -32.767 (meters)                     GEOID18
 DJ4429  NAD 83(2011) X  -    -30,621.297 (meters)                     COMP
 DJ4429  NAD 83(2011) Y  - -4,525,453.074 (meters)                     COMP
 DJ4429  NAD 83(2011) Z  -  4,479,917.939 (meters)                     COMP
 DJ4429  LAPLACE CORR    -         -7.53  (seconds)                    DEFLEC18
 DJ4429  DYNAMIC HEIGHT  -        420.541 (meters)     1379.72  (feet) COMP
 DJ4429  MODELED GRAVITY -    980,464.2   (mgal)                       NAVD 88
 DJ4429
 DJ4429  VERT ORDER      -  SECOND    CLASS I
 DJ4429
 DJ4429  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4429  Standards:
 DJ4429         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4429            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4429  -------------------------------------------------------------------
 DJ4429  NETWORK    0.33   0.31           0.15   0.11   0.16      0.03149910
 DJ4429  -------------------------------------------------------------------
 DJ4429  Click here for local accuracies and other accuracy information.
 DJ4429
 DJ4429.The horizontal coordinates were established by GPS observations
 DJ4429.and adjusted by the National Geodetic Survey in June 2012.
 DJ4429
 DJ4429.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4429.been affixed to the stable North American tectonic plate. See 
 DJ4429.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4429
 DJ4429.The horizontal coordinates are valid at the epoch date displayed above
 DJ4429.which is a decimal equivalence of Year/Month/Day.
 DJ4429
 DJ4429.The orthometric height was determined by differential leveling and
 DJ4429.adjusted by the WI DEPT OF TRANSP
 DJ4429.in May 2012.
 DJ4429
 DJ4429.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4429.GEOID18 height accuracy estimate available here.
 DJ4429
 DJ4429.Click photographs - Photos may exist for this station.
 DJ4429
 DJ4429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4429
 DJ4429.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4429
 DJ4429.The ellipsoidal height was determined by GPS observations
 DJ4429.and is referenced to NAD 83.
 DJ4429
 DJ4429.The dynamic height is computed by dividing the NAVD 88
 DJ4429.geopotential number by the normal gravity value computed on the
 DJ4429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4429.degrees latitude (g = 980.6199 gals.).
 DJ4429
 DJ4429.The modeled gravity was interpolated from observed gravity values.
 DJ4429
 DJ4429. The following values were computed from the NAD 83(2011) position.
 DJ4429
 DJ4429;                    North         East     Units Scale Factor Converg.
 DJ4429;SPC WI C     -   118,826.693   569,382.257   MT  0.99994081   -0 16 24.7
 DJ4429;SPC WI C     -   389,850.58  1,868,048.29   sFT  0.99994081   -0 16 24.7
 DJ4429;UTM  15      - 4,975,388.639   706,241.351   MT  1.00012307   +1 50 40.8
 DJ4429
 DJ4429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4429!SPC WI C     -   0.99993920  x   0.99994081  =   0.99988001
 DJ4429!UTM  15      -   0.99993920  x   1.00012307  =   1.00006226
 DJ4429
 DJ4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0624175388(NAD 83)
 DJ4429
 DJ4429                          SUPERSEDED SURVEY CONTROL
 DJ4429
 DJ4429  NAD 83(2007)-  44 54 07.35157(N)    090 23 15.66203(W) AD(2002.00) 1
 DJ4429  ELLIP H (07/29/08)  387.864  (m)                       GP(2002.00) 3 1
 DJ4429  NAVD 88             420.58   (m)         1379.9    (f) LEVELING    3  
 DJ4429  NAVD 88 (07/08/08)  420.583  (m)         1379.86   (f) SUPERSEDED  2 1
 DJ4429
 DJ4429.Superseded values are not recommended for survey control.
 DJ4429
 DJ4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4429.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4429
 DJ4429_MARKER: DD = SURVEY DISK
 DJ4429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4429_STAMPING: COLBY C GPS 2005
 DJ4429_MARK LOGO: WIDT
 DJ4429_PROJECTION: FLUSH
 DJ4429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4429+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 DJ4429
 DJ4429  HISTORY     - Date     Condition        Report By
 DJ4429  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4429  HISTORY     - 20061211 GOOD             WIDT
 DJ4429  HISTORY     - 20110803 GOOD             WIDT
 DJ4429
 DJ4429                          STATION DESCRIPTION
 DJ4429
 DJ4429'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4429'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 (DIVISION
 DJ4429'STREET) WITH COUNTY HIGHWAY N WEST (SPENCE STREET) IN THE CITY OF
 DJ4429'COLBY, GO WEST ON COUNTY HIGHWAY N (SPENCE STREET) FOR 2.15 MI (3.5
 DJ4429'KM) TO BADGER AVENUE, CONTINUE WEST ON COUNTY HIGHWAY N FOR 1.6 MI
 DJ4429'(2.6 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4429'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DJ4429'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DJ4429'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE
 DJ4429'HIGHWAY PAVEMENT.  THE STATION IS 9.1 M (29.9 FT) NORTH OF THE
 DJ4429'CENTERLINE OF COUNTY HIGHWAY NORTH, 0.4 MI (0.6 KM) EAST OF SANDHILL
 DJ4429'LANE, 47.9 M (157.2 FT) NORTHEAST OF A POWER POLE, 36.3 M (119.1 FT)
 DJ4429'NORTHWEST OF A POWER POLE, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DJ4429'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4429'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4429'ABOVE THE HORIZON.
 DJ4429
 DJ4429                          STATION RECOVERY (2011)
 DJ4429
 DJ4429'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4429'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4427 ***********************************************************************
 DJ4427  DESIGNATION -  COLBY GPS
 DJ4427  PID         -  DJ4427
 DJ4427  STATE/COUNTY-  WI/MARATHON
 DJ4427  COUNTRY     -  US
 DJ4427  USGS QUAD   -  ABBOTSFORD (2018)
 DJ4427
 DJ4427                         *CURRENT SURVEY CONTROL
 DJ4427  ______________________________________________________________________
 DJ4427* NAD 83(2011) POSITION- 44 54 08.64823(N) 090 17 09.28432(W)   ADJUSTED
 DJ4427* NAD 83(2011) ELLIP HT-   379.331 (meters)        (06/27/12)   ADJUSTED
 DJ4427* NAD 83(2011) EPOCH   -  2010.00
 DJ4427* NAVD 88 ORTHO HEIGHT -   412.349 (meters)     1352.85  (feet) ADJUSTED
 DJ4427  ______________________________________________________________________
 DJ4427  GEOID HEIGHT    -        -33.026 (meters)                     GEOID18
 DJ4427  NAD 83(2011) X  -    -22,582.766 (meters)                     COMP
 DJ4427  NAD 83(2011) Y  - -4,525,466.043 (meters)                     COMP
 DJ4427  NAD 83(2011) Z  -  4,479,940.290 (meters)                     COMP
 DJ4427  LAPLACE CORR    -         -6.06  (seconds)                    DEFLEC18
 DJ4427  DYNAMIC HEIGHT  -        412.291 (meters)     1352.66  (feet) COMP
 DJ4427  MODELED GRAVITY -    980,463.2   (mgal)                       NAVD 88
 DJ4427
 DJ4427  VERT ORDER      -  SECOND    CLASS I
 DJ4427
 DJ4427  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4427  Standards:
 DJ4427         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4427            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4427  -------------------------------------------------------------------
 DJ4427  NETWORK    0.33   0.29           0.15   0.11   0.15     -0.03651281
 DJ4427  -------------------------------------------------------------------
 DJ4427  Click here for local accuracies and other accuracy information.
 DJ4427
 DJ4427.The horizontal coordinates were established by GPS observations
 DJ4427.and adjusted by the National Geodetic Survey in June 2012.
 DJ4427
 DJ4427.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4427.been affixed to the stable North American tectonic plate. See 
 DJ4427.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4427
 DJ4427.The horizontal coordinates are valid at the epoch date displayed above
 DJ4427.which is a decimal equivalence of Year/Month/Day.
 DJ4427
 DJ4427.The orthometric height was determined by differential leveling and
 DJ4427.adjusted by the WI DEPT OF TRANSP
 DJ4427.in May 2012.
 DJ4427
 DJ4427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4427.GEOID18 height accuracy estimate available here.
 DJ4427
 DJ4427.Click photographs - Photos may exist for this station.
 DJ4427
 DJ4427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4427
 DJ4427.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4427
 DJ4427.The ellipsoidal height was determined by GPS observations
 DJ4427.and is referenced to NAD 83.
 DJ4427
 DJ4427.The dynamic height is computed by dividing the NAVD 88
 DJ4427.geopotential number by the normal gravity value computed on the
 DJ4427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4427.degrees latitude (g = 980.6199 gals.).
 DJ4427
 DJ4427.The modeled gravity was interpolated from observed gravity values.
 DJ4427
 DJ4427. The following values were computed from the NAD 83(2011) position.
 DJ4427
 DJ4427;                    North         East     Units Scale Factor Converg.
 DJ4427;SPC WI C     -   118,833.384   577,419.864   MT  0.99994081   -0 12 06.2
 DJ4427;SPC WI C     -   389,872.53  1,894,418.34   sFT  0.99994081   -0 12 06.2
 DJ4427;UTM  15      - 4,975,692.476   714,274.848   MT  1.00016461   +1 54 59.8
 DJ4427
 DJ4427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4427!SPC WI C     -   0.99994053  x   0.99994081  =   0.99988134
 DJ4427!UTM  15      -   0.99994053  x   1.00016461  =   1.00010513
 DJ4427
 DJ4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1427475692(NAD 83)
 DJ4427
 DJ4427                          SUPERSEDED SURVEY CONTROL
 DJ4427
 DJ4427  NAD 83(2007)-  44 54 08.64835(N)    090 17 09.28508(W) AD(2002.00) 1
 DJ4427  ELLIP H (07/29/08)  379.358  (m)                       GP(2002.00) 3 1
 DJ4427  NAVD 88             412.33   (m)         1352.8    (f) LEVELING    3  
 DJ4427  NAVD 88 (07/08/08)  412.332  (m)         1352.79   (f) SUPERSEDED  2 1
 DJ4427
 DJ4427.Superseded values are not recommended for survey control.
 DJ4427
 DJ4427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4427.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4427
 DJ4427_MARKER: DD = SURVEY DISK
 DJ4427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4427_STAMPING: COLBY GPS 2005
 DJ4427_MARK LOGO: WIDT
 DJ4427_PROJECTION: FLUSH
 DJ4427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4427+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2011
 DJ4427
 DJ4427  HISTORY     - Date     Condition        Report By
 DJ4427  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4427  HISTORY     - 20061211 GOOD             WIDT
 DJ4427  HISTORY     - 20110713 GOOD             WIDT
 DJ4427
 DJ4427                          STATION DESCRIPTION
 DJ4427
 DJ4427'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4427'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 WITH COUNTY
 DJ4427'HIGHWAY N EAST (MONROE STREET) IN THE CITY OF COLBY, GO EAST ON COUNTY
 DJ4427'HIGHWAY N (MONROE STREET) FOR 0.8 MI (1.3 KM) TO PINE ROAD ON THE
 DJ4427'RIGHT, CONTINUE EAST ON COUNTY HIGHWAY N FOR 0.6 MI (1.0 KM) TO THE
 DJ4427'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4427'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4427'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4427'THE RIGHT-OF-WAY ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE
 DJ4427'STATION IS 12.9 M (42.3 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DJ4427'NORTH, 51.2 M (168.0 FT) NORTHWEST OF A POWER POLE --9021MM20--, 42 M
 DJ4427'(137.8 FT) WEST OF A FIELD ENTRANCE, 4 M (13.1 FT) SOUTH OF AN
 DJ4427'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST
 DJ4427'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DJ4427'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DJ4427'HORIZON.
 DJ4427
 DJ4427                          STATION RECOVERY (2011)
 DJ4427
 DJ4427'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1287 ***********************************************************************
 NH1287  DESIGNATION -  COLD SPRING
 NH1287  PID         -  NH1287
 NH1287  STATE/COUNTY-  WI/JEFFERSON
 NH1287  COUNTRY     -  US
 NH1287  USGS QUAD   -  FORT ATKINSON (2018)
 NH1287
 NH1287                         *CURRENT SURVEY CONTROL
 NH1287  ______________________________________________________________________
 NH1287* NAD 83(1991) POSITION- 42 53 15.54013(N) 088 46 28.17190(W)   ADJUSTED
 NH1287* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 NH1287  ______________________________________________________________________
 NH1287  GEOID HEIGHT    -        -34.175 (meters)                     GEOID18
 NH1287  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 NH1287  HORZ ORDER      -  THIRD
 NH1287
 NH1287.The horizontal coordinates were established by classical geodetic methods
 NH1287.and adjusted by the National Geodetic Survey in November 1991.
 NH1287
 NH1287.The orthometric height was scaled from a topographic map.
 NH1287
 NH1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1287.GEOID18 height accuracy estimate available here.
 NH1287
 NH1287.Click photographs - Photos may exist for this station.
 NH1287
 NH1287.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1287
 NH1287. The following values were computed from the NAD 83(1991) position.
 NH1287
 NH1287;                    North         East     Units Scale Factor Converg.
 NH1287;SPC WI S     -    99,345.434   700,104.608   MT  0.99997246   +0 50 31.4
 NH1287;SPC WI S     -   325,935.81  2,296,926.53   sFT  0.99997246   +0 50 31.4
 NH1287;UTM  16      - 4,749,865.978   355,099.075   MT  0.99985831   -1 12 28.3
 NH1287
 NH1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1287!SPC WI S     -   0.99996193  x   0.99997246  =   0.99993439
 NH1287!UTM  16      -   0.99996193  x   0.99985831  =   0.99982024
 NH1287
 NH1287:                Primary Azimuth Mark                     Grid Az
 NH1287:SPC WI S     -  SHADE                                    196 31 36.2
 NH1287:UTM  16      -  SHADE                                    198 34 35.9
 NH1287
 NH1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5509949865(NAD 83)
 NH1287
 NH1287|---------------------------------------------------------------------|
 NH1287| PID    Reference Object                     Distance      Geod. Az  |
 NH1287|                                                           dddmmss.s |
 NH1287| CI8410 COLD SPRING RM 1                     11.866 METERS 08923     |
 NH1287| NH1216 WHITEWATER FOUNDRY CO STK           APPROX. 6.4 KM 1442533.7 |
 NH1287| NH1217 WHITEWATER MUN BLDG BELL TWR        APPROX. 7.0 KM 1493856.2 |
 NH1287| NH1214 WHITEWATER MUNICIPAL WATER TWR      APPROX. 5.8 KM 1503555.2 |
 NH1287| NH1211 WHITEWATER CONG CHURCH SPIRE        APPROX. 6.7 KM 1524236.4 |
 NH1287| NH1221 WHITEWATER FIRST METH CH SPIRE      APPROX. 6.7 KM 1545018.4 |
 NH1287| NH1213 WHITEWATER ST COLL PWR PLT STK      APPROX. 6.2 KM 1545704.7 |
 NH1287| NH1212 WHITEWATER STATE COLL CUPOLA        APPROX. 6.2 KM 1562638.6 |
 NH1287| NH1288 SHADE                               APPROX. 0.9 KM 1972207.6 |
 NH1287| NH1289 FORT ATKINSON MUNICIPAL TOWER       APPROX. 6.2 KM 3102019.8 |
 NH1287| NH1285 FORT ATKINSON ST PAULS LUTH CH      APPROX. 6.4 KM 3113639.5 |
 NH1287| OM0891 JEFFERSON ST JOHNS CATH CHURCH      APPROX.13.4 KM 3500626.6 |
 NH1287| CI8411 COLD SPRING RM 2                      9.865 METERS 35157     |
 NH1287|---------------------------------------------------------------------|
 NH1287
 NH1287                          SUPERSEDED SURVEY CONTROL
 NH1287
 NH1287  NAD 83(1986)-  42 53 15.53371(N)    088 46 28.17791(W) AD(       ) 3
 NH1287  NAD 27      -  42 53 15.50150(N)    088 46 27.79450(W) AD(       ) 3
 NH1287
 NH1287.Superseded values are not recommended for survey control.
 NH1287
 NH1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1287.See file dsdata.pdf to determine how the superseded data were derived.
 NH1287
 NH1287_MARKER: DS = TRIANGULATION STATION DISK
 NH1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1287_STAMPING: COLD SPRING 1957
 NH1287_MARK LOGO: CGS
 NH1287_PROJECTION: PROJECTING 7 CENTIMETERS
 NH1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1287+STABILITY: SURFACE MOTION
 NH1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1287+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2024
 NH1287
 NH1287  HISTORY     - Date     Condition        Report By
 NH1287  HISTORY     - 1957     MONUMENTED       CGS
 NH1287  HISTORY     - 19940625 GOOD             USPSQD
 NH1287  HISTORY     - 20241016 GOOD             INDIV
 NH1287
 NH1287                          STATION DESCRIPTION
 NH1287
 NH1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1287'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF FORT
 NH1287'ATKINSON, ABOUT 4 MILES NORTHWEST OF WHITEWATER AND ON THE
 NH1287'HIGHEST POINT OF A HIGH GRASSY KNOLL OWNED BY MR. LEONARD
 NH1287'KOHLMAN.  IT IS 56 FEET WEST OF A NORTH-SOUTH FENCE, 6 FEET
 NH1287'NORTH OF A WHITE WITNESS POST AND 3 FEET EAST OF THE EAST
 NH1287'EDGE OF A CUT-BANK.  THE MONUMENT PROJECTS 2 INCHES AND THE
 NH1287'DISK IS STAMPED COLD SPRING 1957.
 NH1287'
 NH1287'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12,
 NH1287'STATE HIGHWAY 59 AND 89 AT THE WEST EDGE OF WHITEWATER, GO
 NH1287'WEST ON HIGHWAY 12 FOR 0.65 MILE TO THE JUNCTION OF COUNTY
 NH1287'HIGHWAY N AND TRATT STREET ON THE RIGHT.  TURN RIGHT ON TRATT
 NH1287'STREET AND COUNTY HIGHWAY N AND GO NORTH FOR 4.35 MILES TO
 NH1287'A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE PAVED
 NH1287'ROAD FOR 0.2 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT ON
 NH1287'THE PAVED ROAD AND GO SOUTH FOR 0.2 MILE TO A WOODEN GATE
 NH1287'ON THE LEFT.  *TURN LEFT PASSING THROUGH THE GATE AND GO EAST
 NH1287'ON A VERY DIM TRACK ROAD FOR 0.1 MILE TO A Y FORK.  KEEP
 NH1287'RIGHT FORK AND GO NORTHEAST UP THE HILL FOR 0.15 MILE TO THE
 NH1287'HIGHEST POINT AND THE STATION.
 NH1287'
 NH1287'*CONTINUE SOUTH ON THE PAVED ROAD FOR 0.45 MILE TO STATION
 NH1287'SHADE ON THE RIGHT, WEST SIDE OF THE ROAD.  STATION SHADE
 NH1287'MAY BE USED AS AN AZIMUTH MARK FOR STATION COLD SPRING.
 NH1287'
 NH1287'REFERENCE MARK 1 IS 40 FEET EAST OF THE WHITE WITNESS POST
 NH1287'AND 16 FEET WEST OF OF THE FENCE.  THE MONUMENT IS FLUSH AND
 NH1287'THE DISK IS STAMPED COLD SPRING NO 1 1957.
 NH1287'
 NH1287'REFERENCE MARK 2 IS 60 FEET WEST OF THE FENCE, 39 FEET NORTH
 NH1287'OF THE WHITE WITNESS POST AND 4 FEET EAST OF THE EAST EDGE
 NH1287'OF THE CUT-BANK.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 NH1287'IS STAMPED COLD SPRING NO 2 1957.
 NH1287'
 NH1287'SHADE 1957 IS 33 FEET WEST OF THE CENTER OF A PAVED ROAD, 33
 NH1287'FEET NORTH OF A 42 INCH TWIN TRUNK MAPLE TREE, 27 FEET SOUTH
 NH1287'OF A T FENCE CORNER, 4 FEET SOUTH OF A WHITE WITNESS POST
 NH1287'AND 3 FEET EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE
 NH1287'DISK IS STAMPED SHADE 1957.
 NH1287'
 NH1287'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1287
 NH1287                          STATION RECOVERY (1994)
 NH1287
 NH1287'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1287'RECOVERED IN GOOD CONDITION.
 NH1287
 NH1287                          STATION RECOVERY (2024)
 NH1287
 NH1287'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (LKB)
 NH1287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9989 ***********************************************************************
 DF9989  DESIGNATION -  COLD SPRING S GPS
 DF9989  PID         -  DF9989
 DF9989  STATE/COUNTY-  WI/JEFFERSON
 DF9989  COUNTRY     -  US
 DF9989  USGS QUAD   -  LIMA CENTER (2018)
 DF9989
 DF9989                         *CURRENT SURVEY CONTROL
 DF9989  ______________________________________________________________________
 DF9989* NAD 83(2011) POSITION- 42 51 15.47039(N) 088 45 24.19162(W)   ADJUSTED
 DF9989* NAD 83(2011) ELLIP HT-   220.776 (meters)        (06/27/12)   ADJUSTED
 DF9989* NAD 83(2011) EPOCH   -  2010.00
 DF9989* NAVD 88 ORTHO HEIGHT -   254.886 (meters)      836.24  (feet) ADJUSTED
 DF9989  ______________________________________________________________________
 DF9989  GEOID HEIGHT    -        -34.114 (meters)                     GEOID18
 DF9989  NAD 83(2011) X  -    101,613.013 (meters)                     COMP
 DF9989  NAD 83(2011) Y  - -4,682,036.615 (meters)                     COMP
 DF9989  NAD 83(2011) Z  -  4,315,799.982 (meters)                     COMP
 DF9989  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 DF9989  DYNAMIC HEIGHT  -        254.818 (meters)      836.02  (feet) COMP
 DF9989  MODELED GRAVITY -    980,347.4   (mgal)                       NAVD 88
 DF9989
 DF9989  VERT ORDER      -  SECOND    CLASS I
 DF9989
 DF9989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9989  Standards:
 DF9989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9989  -------------------------------------------------------------------
 DF9989  NETWORK    0.30   0.39           0.14   0.10   0.20     -0.02346590
 DF9989  -------------------------------------------------------------------
 DF9989  Click here for local accuracies and other accuracy information.
 DF9989
 DF9989.The horizontal coordinates were established by GPS observations
 DF9989.and adjusted by the National Geodetic Survey in June 2012.
 DF9989
 DF9989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9989.been affixed to the stable North American tectonic plate. See 
 DF9989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9989
 DF9989.The horizontal coordinates are valid at the epoch date displayed above
 DF9989.which is a decimal equivalence of Year/Month/Day.
 DF9989
 DF9989.The orthometric height was determined by differential leveling and
 DF9989.adjusted by the WI DEPT OF TRANSP
 DF9989.in May 2012.
 DF9989
 DF9989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9989.GEOID18 height accuracy estimate available here.
 DF9989
 DF9989.Click photographs - Photos may exist for this station.
 DF9989
 DF9989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9989
 DF9989.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9989
 DF9989.The ellipsoidal height was determined by GPS observations
 DF9989.and is referenced to NAD 83.
 DF9989
 DF9989.The dynamic height is computed by dividing the NAVD 88
 DF9989.geopotential number by the normal gravity value computed on the
 DF9989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9989.degrees latitude (g = 980.6199 gals.).
 DF9989
 DF9989.The modeled gravity was interpolated from observed gravity values.
 DF9989
 DF9989. The following values were computed from the NAD 83(2011) position.
 DF9989
 DF9989;                    North         East     Units Scale Factor Converg.
 DF9989;SPC WI S     -    95,662.268   701,611.456   MT  0.99997781   +0 51 15.3
 DF9989;SPC WI S     -   313,851.96  2,301,870.25   sFT  0.99997781   +0 51 15.3
 DF9989;UTM  16      - 4,746,131.723   356,473.068   MT  0.99985343   -1 11 42.0
 DF9989
 DF9989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9989!SPC WI S     -   0.99996538  x   0.99997781  =   0.99994319
 DF9989!UTM  16      -   0.99996538  x   0.99985343  =   0.99981881
 DF9989
 DF9989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5647346131(NAD 83)
 DF9989
 DF9989                          SUPERSEDED SURVEY CONTROL
 DF9989
 DF9989  NAD 83(2007)-  42 51 15.47044(N)    088 45 24.19252(W) AD(2002.00) 0
 DF9989  ELLIP H (02/10/07)  220.806  (m)                       GP(2002.00)    
 DF9989  NAD 83(1997)-  42 51 15.47037(N)    088 45 24.19278(W) AD(       ) 1
 DF9989  ELLIP H (04/02/04)  220.812  (m)                       GP(       ) 4 1
 DF9989  NAVD 88             254.87   (m)          836.2    (f) LEVELING    3  
 DF9989  NAVD 88 (04/20/07)  254.865  (m)          836.17   (f) SUPERSEDED  2 1
 DF9989  NAVD 88             254.84   (m)          836.1    (f) LEVELING    3  
 DF9989  NAVD 88 (02/25/04)  254.836  (m)          836.07   (f) SUPERSEDED  2 1
 DF9989
 DF9989.Superseded values are not recommended for survey control.
 DF9989
 DF9989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9989.See file dsdata.pdf to determine how the superseded data were derived.
 DF9989
 DF9989_MARKER: DD = SURVEY DISK
 DF9989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9989_STAMPING: COLD SPRING S GPS 1992
 DF9989_MARK LOGO: WI-055
 DF9989_PROJECTION: FLUSH
 DF9989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9989+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 DF9989
 DF9989  HISTORY     - Date     Condition        Report By
 DF9989  HISTORY     - 1992     MONUMENTED       WI-055
 DF9989  HISTORY     - 2001     GOOD             WIDT
 DF9989  HISTORY     - 20060927 GOOD             WIDT
 DF9989
 DF9989                          STATION DESCRIPTION
 DF9989
 DF9989'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9989'THE STATION IS LOCATED ABOUT 28 KM SOUTHEAST OF MADISON, 28 KM
 DF9989'NORTHEAST OF JANESVILLE AND 3 KM NORTHWEST OF WHITEWATER.
 DF9989'OWNERSHIP--JEFFERSON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9989'OF US HIGHWAY 12 WITH STATE HIGHWAY 59 AT THE INTERSECTION OF MAIN
 DF9989'STREET AND FRANKLIN STREET IN THE CITY OF WHITEWATER, GO WEST ON US
 DF9989'HIGHWAY 12 FOR 1.0 KM TO COUNTY HIGHWAY N (TRATT STREET) ON THE
 DF9989'RIGHT, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY N (TRATT STREET) FOR
 DF9989'2.3 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9989'JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DF9989'45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 2 M
 DF9989'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 14.7 M EAST OF THE
 DF9989'CENTERLINE OF COUNTY HIGHWAY N, 54 M NORTHEAST OF THE EXTENDED
 DF9989'CENTERLINE OF PRIVATE ENTRANCE --L07--, 31.5 M SOUTHEAST OF A WOOD
 DF9989'POST FOR A --JCT COUNTY U-- SIGN, AND 2 M WEST OF A CULTIVATED FIELD.
 DF9989'---NOTE---THE STATION IS NORTH AND SOUTH OF TWO ORANGE 4X4 PLASTIC
 DF9989'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9989'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9989
 DF9989                          STATION RECOVERY (2006)
 DF9989
 DF9989'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9989'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.20 MILE SOUTH OF
 DF9989'COUNTY HIGHWAY U.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9988 ***********************************************************************
 DF9988  DESIGNATION -  COLD SPRING S GPS AZ MK
 DF9988  PID         -  DF9988
 DF9988  STATE/COUNTY-  WI/JEFFERSON
 DF9988  COUNTRY     -  US
 DF9988  USGS QUAD   -  LIMA CENTER (2018)
 DF9988
 DF9988                         *CURRENT SURVEY CONTROL
 DF9988  ______________________________________________________________________
 DF9988* NAD 83(1986) POSITION- 42 51 37.83   (N) 088 45 42.11   (W)   HD_HELD1
 DF9988* NAVD 88 ORTHO HEIGHT -   244.553 (meters)      802.34  (feet) ADJUSTED
 DF9988  ______________________________________________________________________
 DF9988  GEOID HEIGHT    -        -34.126 (meters)                     GEOID18
 DF9988  DYNAMIC HEIGHT  -        244.488 (meters)      802.12  (feet) COMP
 DF9988  MODELED GRAVITY -    980,347.6   (mgal)                       NAVD 88
 DF9988
 DF9988  VERT ORDER      -  SECOND    CLASS I
 DF9988
 DF9988.The horizontal coordinates were determined by differentially corrected
 DF9988.hand held GPS observations or other comparable positioning techniques
 DF9988.and have an estimated accuracy of +/- 3 meters.
 DF9988
 DF9988.The orthometric height was determined by differential leveling and
 DF9988.adjusted by the WI DEPT OF TRANSP
 DF9988.in May 2012.
 DF9988
 DF9988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9988.GEOID18 height accuracy estimate available here.
 DF9988
 DF9988.Click photographs - Photos may exist for this station.
 DF9988
 DF9988.The dynamic height is computed by dividing the NAVD 88
 DF9988.geopotential number by the normal gravity value computed on the
 DF9988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9988.degrees latitude (g = 980.6199 gals.).
 DF9988
 DF9988.The modeled gravity was interpolated from observed gravity values.
 DF9988
 DF9988;                    North         East    Units  Estimated Accuracy
 DF9988;SPC WI S     -    96,346.1     701,194.5     MT  (+/- 3 meters HH1 GPS) 
 DF9988
 DF9988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5608046829(NAD 83)
 DF9988
 DF9988                          SUPERSEDED SURVEY CONTROL
 DF9988
 DF9988  NAVD 88 (04/20/07)  244.531  (m)          802.27   (f) SUPERSEDED  2 1
 DF9988  NAVD 88 (02/25/04)  244.503  (m)          802.17   (f) SUPERSEDED  2 1
 DF9988
 DF9988.Superseded values are not recommended for survey control.
 DF9988
 DF9988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9988.See file dsdata.pdf to determine how the superseded data were derived.
 DF9988
 DF9988_MARKER: DZ = AZIMUTH MARK DISK
 DF9988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9988_STAMPING: COLD SPRING S GPS 1992
 DF9988_MARK LOGO: WI-055
 DF9988_PROJECTION: FLUSH
 DF9988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9988+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 DF9988
 DF9988  HISTORY     - Date     Condition        Report By
 DF9988  HISTORY     - 1992     MONUMENTED       WI-055
 DF9988  HISTORY     - 2001     GOOD             WIDT
 DF9988  HISTORY     - 20060927 GOOD             WIDT
 DF9988
 DF9988                          STATION DESCRIPTION
 DF9988
 DF9988'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9988'THE STATION IS LOCATED ABOUT 29 KM NORTHEAST OF JANESVILLE, 10 KM
 DF9988'SOUTHEAST OF FORT ATKINSON AND 4 KM NORTH-NORTHWEST OF WHITEWATER.
 DF9988'OWNERSHIP--TOWN OF COLD SPRING.  TO REACH THE STATION FROM THE
 DF9988'JUNCTION OF US HIGHWAY 12 AND STATE HIGHWAY 89 WITH STATE HIGHWAY 106
 DF9988'IN THE CITY OF FORT ATKINSON, GO EAST ON STATE HIGHWAY 106 FOR 4.3 KM
 DF9988'TO COUNTY HIGHWAY N, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY N FOR
 DF9988'9.3 KM TO TREWYN ROAD ON THE LEFT AND THE STATION ON THE RIGHT.  THE
 DF9988'STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER AZIMUTH
 DF9988'MARK DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A
 DF9988'DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9988'STATION IS 10.2 M SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY N,
 DF9988'125 M SOUTHEAST OF A TELEPHONE PEDESTAL, 58.2 M NORTHWEST OF A BLACK
 DF9988'AND WHITE CULVERT POST, AND 2 M NORTHEAST OF A CULTIVATED FIELD.
 DF9988'---NOTE---THE STATION IS 0.4 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DF9988'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9988'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT TREES TO THE NORTH EXTENDING
 DF9988'TO 22 DEGREES.
 DF9988
 DF9988                          STATION RECOVERY (2006)
 DF9988
 DF9988'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF9988'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.2 M NORTH OF THE
 DF9988'EXTENDED CENTERLINE OF TREWYN ROAD AND 1.0 M NORTHEAST, 1.0 M
 DF9988'SOUTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9988'NOTE-- THE TOP OF THE DISK HAS BEEN SCRAPED BUT THE CENTER POINT IS
 DF9988'VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0390 ***********************************************************************
 QM0390  DESIGNATION -  COLE
 QM0390  PID         -  QM0390
 QM0390  STATE/COUNTY-  WI/ONEIDA
 QM0390  COUNTRY     -  US
 QM0390  USGS QUAD   -  TRIPOLI (2018)
 QM0390
 QM0390                         *CURRENT SURVEY CONTROL
 QM0390  ______________________________________________________________________
 QM0390* NAD 83(1991) POSITION- 45 33 22.02044(N) 089 53 45.12429(W)   ADJUSTED
 QM0390* NAVD 88 ORTHO HEIGHT -   458.537 (meters)     1504.38  (feet) ADJUSTED
 QM0390  ______________________________________________________________________
 QM0390  GEOID HEIGHT    -        -31.130 (meters)                     GEOID18
 QM0390  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 QM0390  DYNAMIC HEIGHT  -        458.521 (meters)     1504.33  (feet) COMP
 QM0390  MODELED GRAVITY -    980,566.3   (mgal)                       NAVD 88
 QM0390
 QM0390  HORZ ORDER      -  FIRST
 QM0390  VERT ORDER      -  FIRST     CLASS II
 QM0390
 QM0390.The horizontal coordinates were established by classical geodetic methods
 QM0390.and adjusted by the National Geodetic Survey in November 1991.
 QM0390
 QM0390.The orthometric height was determined by differential leveling and
 QM0390.adjusted by the NATIONAL GEODETIC SURVEY
 QM0390.in June 1991.
 QM0390
 QM0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0390.GEOID18 height accuracy estimate available here.
 QM0390
 QM0390.Click photographs - Photos may exist for this station.
 QM0390
 QM0390.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0390
 QM0390.The dynamic height is computed by dividing the NAVD 88
 QM0390.geopotential number by the normal gravity value computed on the
 QM0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0390.degrees latitude (g = 980.6199 gals.).
 QM0390
 QM0390.The modeled gravity was interpolated from observed gravity values.
 QM0390
 QM0390. The following values were computed from the NAD 83(1991) position.
 QM0390
 QM0390;                    North         East     Units Scale Factor Converg.
 QM0390;SPC WI N     -    43,290.333   608,130.691   MT  1.00000193   +0 04 30.4
 QM0390;SPC WI N     -   142,028.37  1,995,175.44   sFT  1.00000193   +0 04 30.4
 QM0390;SPC WI C     -   191,447.695   608,130.766   MT  1.00001117   +0 04 24.5
 QM0390;SPC WI C     -   628,107.98  1,995,175.69   sFT  1.00001117   +0 04 24.5
 QM0390;UTM  16      - 5,048,810.509   273,981.716   MT  1.00022811   -2 04 06.0
 QM0390
 QM0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0390!SPC WI N     -   0.99993300  x   1.00000193  =   0.99993493
 QM0390!SPC WI C     -   0.99993300  x   1.00001117  =   0.99994417
 QM0390!UTM  16      -   0.99993300  x   1.00022811  =   1.00016109
 QM0390
 QM0390:                Primary Azimuth Mark                     Grid Az
 QM0390:SPC WI N     -  MCCORD                                   284 25 29.7
 QM0390:SPC WI C     -  MCCORD                                   284 25 35.6
 QM0390:UTM  16      -  MCCORD                                   286 34 06.1
 QM0390
 QM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7398148810(NAD 83)
 QM0390
 QM0390|---------------------------------------------------------------------|
 QM0390| PID    Reference Object                     Distance      Geod. Az  |
 QM0390|                                                           dddmmss.s |
 QM0390| QM0393 COLE RM 2                            14.296 METERS 23744     |
 QM0390| QM0387 MCCORD                              APPROX. 0.9 KM 2843000.1 |
 QM0390| QM0391 COLE RM                              13.436 METERS 32646     |
 QM0390|---------------------------------------------------------------------|
 QM0390
 QM0390                          SUPERSEDED SURVEY CONTROL
 QM0390
 QM0390  NAD 83(1986)-  45 33 22.01666(N)    089 53 45.12203(W) AD(       ) 1
 QM0390  NAD 27      -  45 33 22.10900(N)    089 53 44.61800(W) AD(       ) 1
 QM0390  USSD        -  45 33 22.34800(N)    089 53 44.42100(W) AD(       ) 3
 QM0390  NAVD 88 (07/25/13)  458.550  (m)         1504.43   (f) SUPERSEDED  2 1
 QM0390  NGVD 29 (??/??/92)  458.552  (m)         1504.43   (f) ADJ UNCH    1 2
 QM0390  NGVD 29             458.55   (m)         1504.4    (f) LEVELING    3  
 QM0390
 QM0390.Superseded values are not recommended for survey control.
 QM0390
 QM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0390.See file dsdata.pdf to determine how the superseded data were derived.
 QM0390
 QM0390_MARKER: DS = TRIANGULATION STATION DISK
 QM0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0390_STAMPING: COLE 1921 ELEV 1504.433 FT
 QM0390_MARK LOGO: CGS
 QM0390_PROJECTION: PROJECTING 5 CENTIMETERS
 QM0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0390+STABILITY: SURFACE MOTION
 QM0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0390+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 QM0390
 QM0390  HISTORY     - Date     Condition        Report By
 QM0390  HISTORY     - 1921     MONUMENTED       CGS
 QM0390  HISTORY     - 1922     GOOD             CGS
 QM0390  HISTORY     - 1952     GOOD             CGS
 QM0390  HISTORY     - 1970     MARK NOT FOUND   USGS
 QM0390  HISTORY     - 1971     GOOD             NGS
 QM0390  HISTORY     - 1971     GOOD             NGS
 QM0390  HISTORY     - 1978     GOOD             NGS
 QM0390  HISTORY     - 1985     GOOD             NGS
 QM0390  HISTORY     - 20030821 MARK NOT FOUND   USPSQD
 QM0390  HISTORY     - 20050817 GOOD             WIDT
 QM0390  HISTORY     - 20121205 GOOD             WIDT
 QM0390
 QM0390                          STATION DESCRIPTION
 QM0390
 QM0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QM0390'THIS STATION IS 3/8 MILE E OF MC CORD, ON THE N SIDE OF THE
 QM0390'TRACK ON THE EXTENSION OF THE N RAIL FROM THE W ON THE FIRST
 QM0390'CURVE E OF MC CORD.  IT IS 60 METERS E OF SWITCH STAND FOR
 QM0390'PASSING TRACK AT MC CORD, 4.55 METERS (14.78 FEET) N OF
 QM0390'N RAIL.  STATION MARK IS BY THE MINNEAPOLIS, ST. PAUL AND
 QM0390'SAULT STE. MARIE RAILWAY AND REFERENCE MARK, IS ON THE N
 QM0390'SIDE OF THE TRACK.
 QM0390'
 QM0390'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0390'DISKS SET IN CONCRETE.
 QM0390
 QM0390                          STATION RECOVERY (1922)
 QM0390
 QM0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0390'0.4 MI E FROM MC CORD.
 QM0390'ABOUT 3/8 MILES EAST OF MC CORD, ON THE NORTH SIDE OF THE
 QM0390'TRACK, ON THE EXTENSION OF THE NORTH RAIL FROM THE WEST, AT
 QM0390'THE FIRST CURVE EAST OF MC CORD.  IT IS 60 METERS EAST OF SWITCH
 QM0390'STAND FOR PASSING TRAINS, AND 4.55M (14.78 FT.) NORTH OF
 QM0390'THE NORTH RAIL OF THE M. ST. P AND S.S.M. RY.
 QM0390
 QM0390                          STATION RECOVERY (1952)
 QM0390
 QM0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0390'STATION MARK RECOVERED IN GOOD CONDITION.  IT IS 15.0 FEET
 QM0390'N OF N RAIL AND ON THE EXTENSION OF THE N RAIL TO THE W.
 QM0390'REFERENCE MARK RECOVERED IN GOOD CONDITION.  BOTH OF THE
 QM0390'MARKS WERE COVERED OVER WITH DIRT.  THE RAILROAD STATION
 QM0390'OF MC CORD HAS BEEN REMOVED AND ALSO THE SIDING.
 QM0390
 QM0390                          STATION RECOVERY (1970)
 QM0390
 QM0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QM0390'NOT RECOVERED--DUG AND PROBED EXTENSIVELY IN THE AREA DESCRIBED.
 QM0390'
 QM0390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--.4 MI E ALONG
 QM0390'MINN., ST P., SLT. ST MARIE RR FROM MC CORD
 QM0390
 QM0390                          STATION RECOVERY (1971)
 QM0390
 QM0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QM0390'THE STATION MARK AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.
 QM0390'THE DISTANCE TO REFERENCE MARK WAS FOUND TO BE SHORTER BY .06
 QM0390'OF A FOOT AND DIRECTION FAILED TO CHECK BY 3 MINUTES AND 35
 QM0390'SECONDS.  REFERENCE MARK 2 WAS SET.  A NEW DESCRIPTION FOLLOWS--
 QM0390'
 QM0390'STATION IS LOCATED ALONG RAILROAD RIGHT-OF-WAY, ABOUT 0.15
 QM0390'MILE WEST OF ROAD CROSSING, ABOUT 0.15 MILE EAST OF ROAD
 QM0390'CROSSING, 15 FEET NORTH OF NORTH RAIL OF TRACKS, 30 FEET
 QM0390'SOUTH OF FENCE, 82 FEET SOUTHWEST OF UNDERGROUND CABLE BOX,
 QM0390'ON THE EXTENSION OF THE NORTH RAIL FROM THE WEST, MONUMENT
 QM0390'IS FLUSH AND THE DISK IS STAMPED COLE 1921 ELEV 1504.433
 QM0390'FT.
 QM0390'
 QM0390'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 QM0390'8 AND WILLOW RD. AT THE EAST EDGE OF TRIPOLI, GO EAST ON
 QM0390'HIGHWAY FOR 0.8 MILE TO JUNCTION OF COUNTY RD. T. CONTINUE
 QM0390'EAST ON THE HIGHWAY FOR 3.45 MILES TO A SIDE ROAD LEFT.  TURN
 QM0390'LEFT AND GO NORTH ON PAVED ROAD FOR 0.1 MILE TO RAILROAD
 QM0390'CROSSING AND THE STATION EAST ALONG THE RAILROAD ABOUT 0.15
 QM0390'MILE.
 QM0390'
 QM0390'REFERENCE MARK IS 42 FEET NORTH OF THE NORTH RAIL AND 4
 QM0390'FEET SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 QM0390'IS STAMPED COLE 1921.
 QM0390'
 QM0390'REFERENCE MARK 2 IS 16 FEET SOUTH OF THE SOUTH RAIL AND 1
 QM0390'FOOT NORTHEAST OF A METAL WITNESS POST.  THE DISK IS STAMPED
 QM0390'COLE 1921 NO 2 1971 SET IN THE TOP OF A CONCRETE FILLED 4
 QM0390'INCH ORANGBURG PIPE PROJECTING ABOUT 10 INCHES.
 QM0390'
 QM0390'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QM0390'
 QM0390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 QM0390'MILES EAST OF TRIPOLI
 QM0390
 QM0390                          STATION RECOVERY (1971)
 QM0390
 QM0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QM0390'RECOVERED IN GOOD CONDITION.
 QM0390
 QM0390                          STATION RECOVERY (1978)
 QM0390
 QM0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QM0390'RECOVERED IN GOOD CONDITION.
 QM0390
 QM0390                          STATION RECOVERY (1985)
 QM0390
 QM0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0390'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  30.8 KM
 QM0390'(19.15 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH COUNTY
 QM0390'ROAD A IN PRENTICE, THENCE 0.2 KM (0.1 MI) NORTH ALONG MCCORD ROAD,
 QM0390'THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG THE SOO LINE RAILROAD, 13.3 M
 QM0390'(43.6 FT) NORTHEAST OF REFERENCE MARK COLE NO 2, 9.2 M (30.2 FT)
 QM0390'SOUTHWEST OF A FENCE, AND 4.6 M (15.1 FT) NORTHEAST OF THE NEAR RAIL.
 QM0390'THE MARK IS 0.3 M BELOW THE TRACKS.
 QM0390
 QM0390                          STATION RECOVERY (2003)
 QM0390
 QM0390'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0390'MARK NOT FOUND.
 QM0390
 QM0390                          STATION RECOVERY (2005)
 QM0390
 QM0390'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0390'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 0.3 M SOUTHEAST OF
 QM0390'AN ORANGE FIBERGLASS WITNESS POST.
 QM0390
 QM0390                          STATION RECOVERY (2012)
 QM0390
 QM0390'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (EPS)
 QM0390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0391 ***********************************************************************
 QM0391  DESIGNATION -  COLE RM
 QM0391  PID         -  QM0391
 QM0391  STATE/COUNTY-  WI/ONEIDA
 QM0391  COUNTRY     -  US
 QM0391  USGS QUAD   -  TRIPOLI (2018)
 QM0391
 QM0391                         *CURRENT SURVEY CONTROL
 QM0391  ______________________________________________________________________
 QM0391* NAD 83(1986) POSITION- 45 33 22.38   (N) 089 53 45.46   (W)   HD_HELD1
 QM0391* NAVD 88 ORTHO HEIGHT -   459.57  (+/-2cm)     1507.8   (feet) VERTCON3
 QM0391  ______________________________________________________________________
 QM0391  GEOID HEIGHT    -        -31.130 (meters)                     GEOID18
 QM0391  VERT ORDER      -  THIRD (See Below)
 QM0391
 QM0391.The horizontal coordinates were determined by differentially corrected
 QM0391.hand held GPS observations or other comparable positioning techniques
 QM0391.and have an estimated accuracy of +/- 3 meters.
 QM0391
 QM0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0391
 QM0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0391.GEOID18 height accuracy estimate available here.
 QM0391
 QM0391.The vertical order pertains to the NGVD 29 superseded value.
 QM0391
 QM0391.Click photographs - Photos may exist for this station.
 QM0391
 QM0391;                    North         East    Units  Estimated Accuracy
 QM0391;SPC WI N     -    43,301.4     608,123.4     MT  (+/- 3 meters HH1 GPS) 
 QM0391
 QM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7397448821(NAD 83)
 QM0391
 QM0391                          SUPERSEDED SURVEY CONTROL
 QM0391
 QM0391  NGVD 29 (07/09/15)  459.58   (m)         1507.8    (f) RESET       3  
 QM0391
 QM0391.Superseded values are not recommended for survey control.
 QM0391
 QM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0391.See file dsdata.pdf to determine how the superseded data were derived.
 QM0391
 QM0391_MARKER: DR = REFERENCE MARK DISK
 QM0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0391_STAMPING: COLE 1921
 QM0391_MARK LOGO: CGS
 QM0391_PROJECTION: FLUSH
 QM0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0391+STABILITY: SURFACE MOTION
 QM0391
 QM0391  HISTORY     - Date     Condition        Report By
 QM0391  HISTORY     - 1921     MONUMENTED       CGS
 QM0391  HISTORY     - 1971     GOOD             NGS
 QM0391  HISTORY     - 1978     GOOD             NGS
 QM0391  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0391  HISTORY     - 20030821 MARK NOT FOUND   USPSQD
 QM0391  HISTORY     - 20050817 MARK NOT FOUND   WIDT
 QM0391
 QM0391                          STATION DESCRIPTION
 QM0391
 QM0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QM0391'4.5 MI E FROM TRIPOLI.
 QM0391'0.8 MILES EAST ALONG U.S. HIGHWAY 8 FROM ITS INTERSECTION WITH
 QM0391'WILLOW RD. AT THE EAST EDGE OF TRIPOLI TO THE JUNCTION WITH
 QM0391'COUNTY RD. T, THENCE EAST ALONG THE HIGHWAY 3.45 MILES TO A SIDE
 QM0391'ROAD LEFT, THENCE NORTH ON PAVED ROAD 0.1 MILE TO RAILROAD CROSSING
 QM0391'AND MARK ABOUT 0.15 MILE EAST ALONG TRACK, 42 FEET NORTH OF THE
 QM0391'NORTH RAIL, 4 FEET SOUTH OF FENCE, SET IN THE TOP OF A SQUARE
 QM0391'CONCRETE POST FLUSH WITH THE GROUND.
 QM0391
 QM0391                          STATION RECOVERY (1978)
 QM0391
 QM0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QM0391'RECOVERED IN GOOD CONDITION.
 QM0391
 QM0391                          STATION RECOVERY (1985)
 QM0391
 QM0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0391'MARK NOT FOUND.
 QM0391
 QM0391                          STATION RECOVERY (2003)
 QM0391
 QM0391'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0391'MARK NOT FOUND.
 QM0391
 QM0391                          STATION RECOVERY (2005)
 QM0391
 QM0391'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0391'NOT FOUND.  ADD--TAPED DIMENSIONS FROM COLE STATION AND FENCE LINE
 QM0391'WITHOUT RECOVERING ANY EVIDENCE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0393 ***********************************************************************
 QM0393  DESIGNATION -  COLE RM 2
 QM0393  PID         -  QM0393
 QM0393  STATE/COUNTY-  WI/ONEIDA
 QM0393  COUNTRY     -  US
 QM0393  USGS QUAD   -  TRIPOLI (2018)
 QM0393
 QM0393                         *CURRENT SURVEY CONTROL
 QM0393  ______________________________________________________________________
 QM0393* NAD 83(1986) POSITION- 45 33 21.77   (N) 089 53 45.68   (W)   HD_HELD1
 QM0393* NAVD 88 ORTHO HEIGHT -   458.12  (+/-2cm)     1503.0   (feet) VERTCON3
 QM0393  ______________________________________________________________________
 QM0393  GEOID HEIGHT    -        -31.130 (meters)                     GEOID18
 QM0393  VERT ORDER      -  THIRD (See Below)
 QM0393
 QM0393.The horizontal coordinates were determined by differentially corrected
 QM0393.hand held GPS observations or other comparable positioning techniques
 QM0393.and have an estimated accuracy of +/- 3 meters.
 QM0393
 QM0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0393
 QM0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0393.GEOID18 height accuracy estimate available here.
 QM0393
 QM0393.The vertical order pertains to the NGVD 29 superseded value.
 QM0393
 QM0393.Click photographs - Photos may exist for this station.
 QM0393
 QM0393;                    North         East    Units  Estimated Accuracy
 QM0393;SPC WI N     -    43,282.6     608,118.6     MT  (+/- 3 meters HH1 GPS) 
 QM0393
 QM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7396948803(NAD 83)
 QM0393
 QM0393                          SUPERSEDED SURVEY CONTROL
 QM0393
 QM0393  NGVD 29 (07/09/15)  458.13   (m)         1503.0    (f) RESET       3  
 QM0393
 QM0393.Superseded values are not recommended for survey control.
 QM0393
 QM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0393.See file dsdata.pdf to determine how the superseded data were derived.
 QM0393
 QM0393_MARKER: DR = REFERENCE MARK DISK
 QM0393_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QM0393_STAMPING: COLE 1921 NO 2 1971
 QM0393_MARK LOGO: CGS
 QM0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0393
 QM0393  HISTORY     - Date     Condition        Report By
 QM0393  HISTORY     - 1971     MONUMENTED       NGS
 QM0393  HISTORY     - 1985     GOOD             NGS
 QM0393  HISTORY     - 20030821 MARK NOT FOUND   USPSQD
 QM0393
 QM0393                          STATION DESCRIPTION
 QM0393
 QM0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QM0393'4.5 MI E FROM TRIPOLI.
 QM0393'0.8 MILE EAST ALONG U.S. HIGHWAY 8 FROM ITS INTERSECTION WITH
 QM0393'WILLOW RD. AT THE EAST EDGE OF TRIPOLI TO THE JUNCTION OF COUNTY
 QM0393'RD. T, THENCE EAST ALONG THE HIGHWAY 3.45 MILES TO A SIDE ROAD
 QM0393'LEFT, THENCE NORTH ON PAVED ROAD FOR 0.1 MILE TO RAILROAD CROSSING
 QM0393'AND MARK ABOUT 0.15 MILE EAST ALONG TRACK, 16 FEET SOUTH OF SOUTH
 QM0393'RAIL AND 1 FOOT NORTHEAST OF METAL WITNESS POST, SET IN THE
 QM0393'TOP OF A CONCRETE FILLED 4 INCH ORANGEBURG PIPE PROJECTING 10
 QM0393'INCHES.
 QM0393
 QM0393                          STATION RECOVERY (1985)
 QM0393
 QM0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0393'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  30.8 KM
 QM0393'(19.15 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH COUNTY
 QM0393'ROAD A IN PRENTICE, THENCE 0.2 KM (0.1 MI) NORTH ALONG MCCORD ROAD,
 QM0393'THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG THE SOO LINE RAILROAD, 14.3 M
 QM0393'(46.9 FT) SOUTHWEST OF TRIANGUATION STATION COLE 1921, AND 4.9 M
 QM0393'(16.1 FT) SOUTHWEST OF THE NEAR RAIL.
 QM0393'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 QM0393'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 QM0393
 QM0393                          STATION RECOVERY (2003)
 QM0393
 QM0393'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0393'NOT FOUND.  THE WITNESS POST DOES NOT APPEAR TO BE PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0386 ***********************************************************************
 QM0386  DESIGNATION -  COLEMAN
 QM0386  PID         -  QM0386
 QM0386  STATE/COUNTY-  WI/ONEIDA
 QM0386  COUNTRY     -  US
 QM0386  USGS QUAD   -  TRIPOLI (2018)
 QM0386
 QM0386                         *CURRENT SURVEY CONTROL
 QM0386  ______________________________________________________________________
 QM0386* NAD 83(1991) POSITION- 45 33 24.50811(N) 089 55 13.10031(W)   ADJUSTED
 QM0386* NAVD 88 ORTHO HEIGHT -   459.845 (meters)     1508.67  (feet) ADJUSTED
 QM0386  ______________________________________________________________________
 QM0386  GEOID HEIGHT    -        -31.089 (meters)                     GEOID18
 QM0386  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 QM0386  DYNAMIC HEIGHT  -        459.828 (meters)     1508.62  (feet) COMP
 QM0386  MODELED GRAVITY -    980,565.1   (mgal)                       NAVD 88
 QM0386
 QM0386  HORZ ORDER      -  FIRST
 QM0386  VERT ORDER      -  FIRST     CLASS II
 QM0386
 QM0386.The horizontal coordinates were established by classical geodetic methods
 QM0386.and adjusted by the National Geodetic Survey in November 1991.
 QM0386
 QM0386.The orthometric height was determined by differential leveling and
 QM0386.adjusted by the NATIONAL GEODETIC SURVEY
 QM0386.in June 1991.
 QM0386
 QM0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0386.GEOID18 height accuracy estimate available here.
 QM0386
 QM0386.Click photographs - Photos may exist for this station.
 QM0386
 QM0386.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0386
 QM0386.The dynamic height is computed by dividing the NAVD 88
 QM0386.geopotential number by the normal gravity value computed on the
 QM0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0386.degrees latitude (g = 980.6199 gals.).
 QM0386
 QM0386.The modeled gravity was interpolated from observed gravity values.
 QM0386
 QM0386. The following values were computed from the NAD 83(1991) position.
 QM0386
 QM0386;                    North         East     Units Scale Factor Converg.
 QM0386;SPC WI N     -    43,364.927   606,222.500   MT  1.00000180   +0 03 27.0
 QM0386;SPC WI N     -   142,273.10  1,988,914.99   sFT  1.00000180   +0 03 27.0
 QM0386;SPC WI C     -   191,522.338   606,222.559   MT  1.00001131   +0 03 22.4
 QM0386;SPC WI C     -   628,352.87  1,988,915.18   sFT  1.00001131   +0 03 22.4
 QM0386;UTM  16      - 5,048,956.452   272,077.209   MT  1.00023874   -2 05 09.0
 QM0386;UTM  15      - 5,049,421.901   740,362.478   MT  1.00031037   +2 11 59.2
 QM0386
 QM0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0386!SPC WI N     -   0.99993279  x   1.00000180  =   0.99993459
 QM0386!SPC WI C     -   0.99993279  x   1.00001131  =   0.99994409
 QM0386!UTM  16      -   0.99993279  x   1.00023874  =   1.00017151
 QM0386!UTM  15      -   0.99993279  x   1.00031037  =   1.00024313
 QM0386
 QM0386:                Primary Azimuth Mark                     Grid Az
 QM0386:SPC WI N     -  MCCORD                                   081 35 14.5
 QM0386:SPC WI C     -  MCCORD                                   081 35 19.1
 QM0386:UTM  16      -  MCCORD                                   083 43 50.5
 QM0386:UTM  15      -  MCCORD                                   079 26 42.3
 QM0386
 QM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7207748956(NAD 83)
 QM0386
 QM0386|---------------------------------------------------------------------|
 QM0386| PID    Reference Object                     Distance      Geod. Az  |
 QM0386|                                                           dddmmss.s |
 QM0386| QM0387 MCCORD                              APPROX. 1.0 KM 0813841.5 |
 QM0386|---------------------------------------------------------------------|
 QM0386
 QM0386                          SUPERSEDED SURVEY CONTROL
 QM0386
 QM0386  NAD 83(1986)-  45 33 24.50397(N)    089 55 13.09763(W) AD(       ) 1
 QM0386  NAD 27      -  45 33 24.59500(N)    089 55 12.59400(W) AD(       ) 1
 QM0386  USSD        -  45 33 24.83700(N)    089 55 12.39400(W) AD(       ) 3
 QM0386  NGVD 29 (??/??/92)  459.839  (m)         1508.66   (f) ADJ UNCH    1 2
 QM0386  NGVD 29             459.84   (m)         1508.7    (f) LEVELING    3  
 QM0386
 QM0386.Superseded values are not recommended for survey control.
 QM0386
 QM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0386.See file dsdata.pdf to determine how the superseded data were derived.
 QM0386
 QM0386_MARKER: DS = TRIANGULATION STATION DISK
 QM0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0386_STAMPING: COLEMAN 1921
 QM0386_MARK LOGO: CGS
 QM0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0386+STABILITY: SURFACE MOTION
 QM0386
 QM0386  HISTORY     - Date     Condition        Report By
 QM0386  HISTORY     - 1921     MONUMENTED       CGS
 QM0386  HISTORY     - 1922     GOOD             CGS
 QM0386  HISTORY     - 1934     GOOD             CGS
 QM0386  HISTORY     - 1952     GOOD             CGS
 QM0386  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0386
 QM0386                          STATION DESCRIPTION
 QM0386
 QM0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QM0386'STATION IS ABOUT 3/4 MILE W OF MC CORD, ON THE S SIDE OF
 QM0386'TRACK ON THE EXTENSION OF THE S RAIL FROM THE E.  AT THE
 QM0386'SECOND CURVE W OF MC CORD, 140 METERS W OF POINT OF TANGENCY
 QM0386'OF SAID CURVE, AND 7.49 METERS (24.58 FEET) S OF THE MINNEAPOLIS,
 QM0386'ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QM0386'
 QM0386'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0386'DISKS SET IN CONCRETE.
 QM0386'
 QM0386'THE UNDERGROUND MARK IS 30 INCHES DEEP.
 QM0386
 QM0386                          STATION RECOVERY (1922)
 QM0386
 QM0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0386'0.8 MI W FROM MC CORD.
 QM0386'ABOUT 3/4 MILES WEST OF MC CORD, ON THE SOUTH SIDE OF THE TRACK,
 QM0386'ON THE EXTENSION OF THE SOUTH RAIL FROM THE EAST AT THE SECOND
 QM0386'CURVE WEST OF MC CORD, 1.40 METERS WEST OF THE POINT OF TANGENCY
 QM0386'OF SAID CURVE, AND 7.49M (24.58 FT.) SOUTH OF THE SOUTH RAIL OF
 QM0386'THE M. ST. P. AND S.S.M. RY.
 QM0386
 QM0386                          STATION RECOVERY (1934)
 QM0386
 QM0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0386'RECOVERED IN GOOD CONDITION.
 QM0386
 QM0386                          STATION RECOVERY (1952)
 QM0386
 QM0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0386'STATION MARK RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 QM0386'TO BE IN GOOD CONDITION.
 QM0386'
 QM0386'THE REFERENCE MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 QM0386'CONDITION AND COVERED OVER WITH DIRT.
 QM0386
 QM0386                          STATION RECOVERY (1985)
 QM0386
 QM0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0386'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP6649 ***********************************************************************
 DP6649  DESIGNATION -  COLEMAN GPS
 DP6649  PID         -  DP6649
 DP6649  STATE/COUNTY-  WI/MARINETTE
 DP6649  COUNTRY     -  US
 DP6649  USGS QUAD   -  COLEMAN (2018)
 DP6649
 DP6649                         *CURRENT SURVEY CONTROL
 DP6649  ______________________________________________________________________
 DP6649* NAD 83(2011) POSITION- 45 05 00.70118(N) 088 02 50.72200(W)   ADJUSTED
 DP6649* NAD 83(2011) ELLIP HT-   184.109 (meters)        (03/10/15)   ADJUSTED
 DP6649* NAD 83(2011) EPOCH   -  2010.00
 DP6649* NAVD 88 ORTHO HEIGHT -   220.382 (meters)      723.04  (feet) ADJUSTED
 DP6649  ______________________________________________________________________
 DP6649  GEOID HEIGHT    -        -36.286 (meters)                     GEOID18
 DP6649  NAD 83(2011) X  -    153,705.357 (meters)                     COMP
 DP6649  NAD 83(2011) Y  - -4,508,532.927 (meters)                     COMP
 DP6649  NAD 83(2011) Z  -  4,494,037.853 (meters)                     COMP
 DP6649  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 DP6649  DYNAMIC HEIGHT  -        220.362 (meters)      722.97  (feet) COMP
 DP6649  MODELED GRAVITY -    980,524.9   (mgal)                       NAVD 88
 DP6649
 DP6649  VERT ORDER      -  SECOND    CLASS I
 DP6649
 DP6649  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6649  Standards:
 DP6649         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6649            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6649  -------------------------------------------------------------------
 DP6649  NETWORK    0.30   0.37           0.13   0.11   0.19      0.01872158
 DP6649  -------------------------------------------------------------------
 DP6649  Click here for local accuracies and other accuracy information.
 DP6649
 DP6649.The horizontal coordinates were established by GPS observations
 DP6649.and adjusted by the WI DEPT OF TRANSP in March 2015.
 DP6649
 DP6649.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6649.been affixed to the stable North American tectonic plate. See 
 DP6649.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6649
 DP6649.The horizontal coordinates are valid at the epoch date displayed above
 DP6649.which is a decimal equivalence of Year/Month/Day.
 DP6649
 DP6649.The orthometric height was determined by differential leveling and
 DP6649.adjusted by the NATIONAL GEODETIC SURVEY
 DP6649.in February 2017.
 DP6649
 DP6649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6649.GEOID18 height accuracy estimate available here.
 DP6649
 DP6649.Click photographs - Photos may exist for this station.
 DP6649
 DP6649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6649
 DP6649.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6649
 DP6649.The ellipsoidal height was determined by GPS observations
 DP6649.and is referenced to NAD 83.
 DP6649
 DP6649.The dynamic height is computed by dividing the NAVD 88
 DP6649.geopotential number by the normal gravity value computed on the
 DP6649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6649.degrees latitude (g = 980.6199 gals.).
 DP6649
 DP6649.The modeled gravity was interpolated from observed gravity values.
 DP6649
 DP6649. The following values were computed from the NAD 83(2011) position.
 DP6649
 DP6649;                    North         East     Units Scale Factor Converg.
 DP6649;SPC WI C     -   140,769.360   753,707.759   MT  0.99994724   +1 22 39.7
 DP6649;SPC WI C     -   461,840.81  2,472,789.54   sFT  0.99994724   +1 22 39.7
 DP6649;UTM  16      - 4,992,762.977   417,567.102   MT  0.99968355   -0 44 30.3
 DP6649
 DP6649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6649!SPC WI C     -   0.99997114  x   0.99994724  =   0.99991838
 DP6649!UTM  16      -   0.99997114  x   0.99968355  =   0.99965469
 DP6649
 DP6649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1756792762(NAD 83)
 DP6649
 DP6649                          SUPERSEDED SURVEY CONTROL
 DP6649
 DP6649.No superseded survey control is available for this station.
 DP6649
 DP6649_MARKER: DD = SURVEY DISK
 DP6649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6649_STAMPING: COLEMAN GPS 2007
 DP6649_MARK LOGO: WIDT
 DP6649_PROJECTION: FLUSH
 DP6649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6649+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2016
 DP6649
 DP6649  HISTORY     - Date     Condition        Report By
 DP6649  HISTORY     - 2012     MONUMENTED       WIDT
 DP6649  HISTORY     - 20140801 GOOD             WIDT
 DP6649  HISTORY     - 20150825 GOOD             WIDT
 DP6649  HISTORY     - 20161103 GOOD             WIDT
 DP6649
 DP6649                          STATION DESCRIPTION
 DP6649
 DP6649'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP6649'THE STATION IS APPROXIMATELY 18.2 MI (29.3 KM) EAST OF BREED, 1.4 MI
 DP6649'(2.3 KM) NORTHWEST OF COLEMAN AND 1.0 MI (1.6 KM) SOUTHWEST OF POUND.
 DP6649'
 DP6649'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH COUNTY
 DP6649'HIGHWAY B, LOCATED APPROXIMATELY 0.5 MI (0.8 KM) SOUTHWEST OF THE
 DP6649'VILLAGE OF COLEMAN, GO NORTH ON US HIGHWAY 141 FOR 1.7 MI (2.7 KM) TO
 DP6649'WEST 18TH ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 DP6649'
 DP6649'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP6649'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP6649'INCH) DIAMETER CONCRETE POST, APPROXIMATELY 8 M (26.2 FT) HIGHER THAN
 DP6649'THE ROAD GRADE.  THE STATION IS 32.0 M (105.0 FT) EAST OF THE
 DP6649'CENTERLINE US HIGHWAY 141, 16.6 M (54.5 FT) NORTH OF THE CENTERLINE OF
 DP6649'WEST 18TH ROAD, 25.3 M (83.0 FT) NORTH OF A FIBER OPTIC MARKER POST,
 DP6649'5.8 M (19.0 FT) WEST OF A FENCE LINE AND LOCATED IN THE CENTER OF A
 DP6649'TRIANGLE FORMED BY THREE ORANGE PLASTIC WITNESS POSTS.
 DP6649'
 DP6649'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DP6649'15 DEGREES ABOVE THE HORIZON.
 DP6649
 DP6649                          STATION RECOVERY (2015)
 DP6649
 DP6649'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DP6649'RECOVERED AS DESCRIBED.
 DP6649
 DP6649                          STATION RECOVERY (2016)
 DP6649
 DP6649'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DP6649'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1290 ***********************************************************************
 NH1290  DESIGNATION -  COLETTA
 NH1290  PID         -  NH1290
 NH1290  STATE/COUNTY-  WI/JEFFERSON
 NH1290  COUNTRY     -  US
 NH1290  USGS QUAD   -  FORT ATKINSON (2018)
 NH1290
 NH1290                         *CURRENT SURVEY CONTROL
 NH1290  ______________________________________________________________________
 NH1290* NAD 83(1997) POSITION- 42 58 33.83260(N) 088 46 29.62653(W)   ADJUSTED
 NH1290* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 NH1290  ______________________________________________________________________
 NH1290  GEOID HEIGHT    -        -34.341 (meters)                     GEOID18
 NH1290  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 NH1290  HORZ ORDER      -  THIRD
 NH1290
 NH1290.The horizontal coordinates were established by classical geodetic methods
 NH1290.and adjusted by the National Geodetic Survey in October 1999.
 NH1290
 NH1290.The orthometric height was scaled from a topographic map.
 NH1290
 NH1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1290.GEOID18 height accuracy estimate available here.
 NH1290
 NH1290.Click photographs - Photos may exist for this station.
 NH1290
 NH1290.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1290
 NH1290. The following values were computed from the NAD 83(1997) position.
 NH1290
 NH1290;                    North         East     Units Scale Factor Converg.
 NH1290;SPC WI S     -   109,165.655   699,927.311   MT  0.99995992   +0 50 30.4
 NH1290;SPC WI S     -   358,154.32  2,296,344.85   sFT  0.99995992   +0 50 30.4
 NH1290;UTM  16      - 4,759,685.193   355,273.315   MT  0.99985768   -1 12 36.5
 NH1290
 NH1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1290!SPC WI S     -   0.99995976  x   0.99995992  =   0.99991968
 NH1290!UTM  16      -   0.99995976  x   0.99985768  =   0.99981744
 NH1290
 NH1290:                Primary Azimuth Mark                     Grid Az
 NH1290:SPC WI S     -  COLETTA AZ MK                            344 22 53.7
 NH1290:UTM  16      -  COLETTA AZ MK                            346 26 00.6
 NH1290
 NH1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5527359685(NAD 83)
 NH1290
 NH1290|---------------------------------------------------------------------|
 NH1290| PID    Reference Object                     Distance      Geod. Az  |
 NH1290|                                                           dddmmss.s |
 NH1290| CI8417 COLETTA RM 1                          9.646 METERS 17539     |
 NH1290| NH1289 FORT ATKINSON MUNICIPAL TOWER       APPROX. 7.5 KM 2191649.8 |
 NH1290| NH1285 FORT ATKINSON ST PAULS LUTH CH      APPROX. 7.3 KM 2201749.8 |
 NH1290| CI8418 COLETTA RM 2                          7.933 METERS 27220     |
 NH1290| OM0888 JEFFERSON CO CTHSE CLOCK TOWER      APPROX. 3.9 KM 3184007.4 |
 NH1290| OM0882 JEFFERSON ST JOHNS LUTH CHURCH      APPROX. 4.2 KM 3241409.0 |
 NH1290| OM0891 JEFFERSON ST JOHNS CATH CHURCH      APPROX. 4.1 KM 3262009.3 |
 NH1290| CI8416 COLETTA AZ MK                                      3451324.1 |
 NH1290| OM0887 JEFFERSON JCT LADISH MALT ELEV      APPROX. 7.0 KM 3465101.1 |
 NH1290| OM0890 JEFFERSON ST LAWRENCE CATH CH       APPROX. 3.2 KM 3535332.7 |
 NH1290|---------------------------------------------------------------------|
 NH1290
 NH1290                          SUPERSEDED SURVEY CONTROL
 NH1290
 NH1290  NAD 83(1991)-  42 58 33.83259(N)    088 46 29.62653(W) AD(       ) 3
 NH1290  NAD 83(1986)-  42 58 33.82533(N)    088 46 29.63275(W) AD(       ) 3
 NH1290  NAD 27      -  42 58 33.79600(N)    088 46 29.24930(W) AD(       ) 3
 NH1290
 NH1290.Superseded values are not recommended for survey control.
 NH1290
 NH1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1290.See file dsdata.pdf to determine how the superseded data were derived.
 NH1290
 NH1290_MARKER: DS = TRIANGULATION STATION DISK
 NH1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1290_STAMPING: COLETTA 1957
 NH1290_MARK LOGO: CGS
 NH1290_PROJECTION: FLUSH
 NH1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1290+STABILITY: SURFACE MOTION
 NH1290
 NH1290  HISTORY     - Date     Condition        Report By
 NH1290  HISTORY     - 1957     MONUMENTED       CGS
 NH1290
 NH1290                          STATION DESCRIPTION
 NH1290
 NH1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1290'THE STATION IS ABOUT 3 MILES SOUTHEAST OF JEFFERSON, 5 MILES
 NH1290'NORTHEAST OF FORT ATKINSON, ON A HIGH HILL IN PASTURE LAND
 NH1290'OWNED BY THE ST. COLETTA CATHOLIC SCHOOL.  IT IS 129 FEET
 NH1290'NORTH OF A 50 INCH ELM TREE WITH A TRIANGULAR BLAZE ON THE
 NH1290'NORTH SIDE AND 6 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 NH1290'MONUMENT IS FLUSH AND THE DISK IS STAMPED COLETTA 1957.
 NH1290'
 NH1290'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18
 NH1290'AND STATE HIGHWAY 26 IN THE CENTER OF THE BUSINESS DISTRICT
 NH1290'IN JEFFERSON, GO EAST ON HIGHWAY 18 FOR 1.25 MILES TO A
 NH1290'CROSSROAD.  TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY Y FOR
 NH1290'1.0 MILE TO A CROSSROAD.  CONTINUE SOUTH ON HIGHWAY Y FOR 0.3
 NH1290'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON A PAVED
 NH1290'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NH1290'SOUTH ON THE MAIN ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE
 NH1290'LEFT.  TURN LEFT AND GO EAST ON THE DRIVEWAY FOR 0.05 MILE
 NH1290'TO A BARN.  PASS TO THE RIGHT OF THE BARN AND CONTINUE EAST
 NH1290'ON A FARM LANE FOR 0.05 MILE TO THE END OF THE LANE.  BEAR
 NH1290'RIGHT AND GO SOUTHEAST UP A STEEP HILL AND SOUTH ALONG THE
 NH1290'TOP OF THE RIDGE FOR 0.2 MILE TO THE STATION AS
 NH1290'DESCRIBED.
 NH1290'
 NH1290'REFERENCE MARK 1 IS 97 FEET NORTH OF THE 50 INCH ELM TREE
 NH1290'WITH THE TRIANGULAR BLAZE ON THE NORTH SIDE AND 33 FEET SOUTH
 NH1290'OF THE WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 NH1290'IS STAMPED COLETTA NO 1 1957.
 NH1290'
 NH1290'REFERENCE MARK 2 IS 129 FEET NORTH-NORTHWEST OF THE 50 INCH
 NH1290'ELM TREE AND 33 FEET WEST OF THE WHITE WITNESS POST.  THE
 NH1290'MONUMENT IS FLUSH AND THE DISK IS STAMPED COLETTA NO 2 1957.
 NH1290'
 NH1290'THE AZIMUTH MARK IS 1 FOOT EAST OF A POWER LINE POLE, 18
 NH1290'FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST
 NH1290'OF A WHITE WITNESS POST AND 5 FEET EAST OF A FENCE CORNER.
 NH1290'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED COLETTA
 NH1290'1957.
 NH1290'
 NH1290'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7304 ***********************************************************************
 DN7304  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7304  DESIGNATION -  COLFAX E GPS
 DN7304  PID         -  DN7304
 DN7304  STATE/COUNTY-  WI/DUNN
 DN7304  COUNTRY     -  US
 DN7304  USGS QUAD   -  COLFAX NORTH (2018)
 DN7304
 DN7304                         *CURRENT SURVEY CONTROL
 DN7304  ______________________________________________________________________
 DN7304* NAD 83(2011) POSITION- 45 00 02.28043(N) 091 39 41.19803(W)   ADJUSTED
 DN7304* NAD 83(2011) ELLIP HT-   275.378 (meters)        (04/15/13)   ADJUSTED
 DN7304* NAD 83(2011) EPOCH   -  2010.00
 DN7304* NAVD 88 ORTHO HEIGHT -   306.18  (meters)     1004.5   (feet) GPS OBS
 DN7304  ______________________________________________________________________
 DN7304  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7304  GEOID HEIGHT    -        -30.797 (meters)                     GEOID12A
 DN7304  GEOID HEIGHT    -        -30.802 (meters)                     GEOID18
 DN7304  NAD 83(2011) X  -   -130,985.437 (meters)                     COMP
 DN7304  NAD 83(2011) Y  - -4,515,836.551 (meters)                     COMP
 DN7304  NAD 83(2011) Z  -  4,487,592.910 (meters)                     COMP
 DN7304  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 DN7304
 DN7304  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7304  Standards:
 DN7304         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7304            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7304  -------------------------------------------------------------------
 DN7304  NETWORK    0.55   0.98           0.25   0.19   0.50      0.11340170
 DN7304  -------------------------------------------------------------------
 DN7304  Click here for local accuracies and other accuracy information.
 DN7304
 DN7304.The horizontal coordinates were established by GPS observations
 DN7304.and adjusted by the National Geodetic Survey in April 2013.
 DN7304
 DN7304.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7304.been affixed to the stable North American tectonic plate. See 
 DN7304.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7304
 DN7304.The horizontal coordinates are valid at the epoch date displayed above
 DN7304.which is a decimal equivalence of Year/Month/Day.
 DN7304
 DN7304.The orthometric height was determined by GPS observations and a
 DN7304.high-resolution geoid model using precise GPS observation and
 DN7304.processing techniques.
 DN7304
 DN7304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7304.GEOID18 height accuracy estimate available here.
 DN7304
 DN7304.Click photographs - Photos may exist for this station.
 DN7304
 DN7304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7304
 DN7304.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7304
 DN7304.The ellipsoidal height was determined by GPS observations
 DN7304.and is referenced to NAD 83.
 DN7304
 DN7304. The following values were computed from the NAD 83(2011) position.
 DN7304
 DN7304;                    North         East     Units Scale Factor Converg.
 DN7304;SPC WI C     -   131,049.500   469,018.449   MT  0.99994306   -1 10 20.2
 DN7304;SPC WI C     -   429,951.57  1,538,771.36   sFT  0.99994306   -1 10 20.2
 DN7304;UTM  15      - 4,983,892.246   605,497.549   MT  0.99973685   +0 56 47.8
 DN7304
 DN7304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7304!SPC WI C     -   0.99995683  x   0.99994306  =   0.99989989
 DN7304!UTM  15      -   0.99995683  x   0.99973685  =   0.99969369
 DN7304
 DN7304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0549783892(NAD 83)
 DN7304
 DN7304                          SUPERSEDED SURVEY CONTROL
 DN7304
 DN7304  NAD 83(2007)-  45 00 02.28051(N)    091 39 41.19865(W) AD(2002.00) 1
 DN7304  ELLIP H (04/06/12)  275.408  (m)                       GP(2002.00) 1 1
 DN7304
 DN7304.Superseded values are not recommended for survey control.
 DN7304
 DN7304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7304.See file dsdata.pdf to determine how the superseded data were derived.
 DN7304
 DN7304_MARKER: DD = SURVEY DISK
 DN7304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7304_STAMPING: COLFAX E GPS 2006
 DN7304_MARK LOGO: WIDT
 DN7304_PROJECTION: FLUSH
 DN7304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN7304+STABILITY: SURFACE MOTION
 DN7304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7304+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2023
 DN7304
 DN7304  HISTORY     - Date     Condition        Report By
 DN7304  HISTORY     - 2005     MONUMENTED       WIDT
 DN7304  HISTORY     - 20071010 GOOD             WIDT
 DN7304  HISTORY     - 20230501 GOOD             WI-033
 DN7304
 DN7304                          STATION DESCRIPTION
 DN7304
 DN7304'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7304'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 (MAIN
 DN7304'STREET) WITH STATE HIGHWAY 170 (UNIVERSITY AVENUE) IN THE VILLAGE OF
 DN7304'COLFAX, GO EAST ON STATE HIGHWAY 40 (UNIVERSITY AVENUE) FOR 3.2 MI
 DN7304'(5.1 KM) TO COUNTY HIGHWAY A.  TURN RIGHT AND GO SOUTH ON COUNTY
 DN7304'HIGHWAY A FOR 0.5 MI (0.8 KM) TO 890TH AVENUE (WENTLAND ROAD) LEFT AND
 DN7304'THE STATION ON THE RIGHT.
 DN7304'
 DN7304'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7304'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7304'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DN7304'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.1 M (33.1 FT) WEST
 DN7304'OF THE CENTERLINE OF COUNTY HIGHWAY A, 12.5 M (41.0 FT) SOUTH OF
 DN7304'TELEPHONE PEDESTAL NUMBER BLUF-5000-16, 10.1 M (33.1 FT) SOUTH OF THE
 DN7304'EXTENDED CENTERLINE OF 890TH AVENUE (WENTLAND ROAD), 5.0 M (16.4 FT)
 DN7304'SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE AND 1.0 M (3.3 FT) WEST,
 DN7304'SOUTHEAST AND NORTHEAST OF AN ORANGE 4X4 PLASTIC GUARD POST.
 DN7304'
 DN7304'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7304'DEGREES ABOVE THE HORIZON.
 DN7304
 DN7304                          STATION RECOVERY (2023)
 DN7304
 DN7304'RECOVERY NOTE BY DUNN COUNTY WISCONSIN 2023 (GB)
 DN7304'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7107 ***********************************************************************
 DN7107  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7107  DESIGNATION -  COLFAX GPS
 DN7107  PID         -  DN7107
 DN7107  STATE/COUNTY-  WI/DUNN
 DN7107  COUNTRY     -  US
 DN7107  USGS QUAD   -  RUSK (2018)
 DN7107
 DN7107                         *CURRENT SURVEY CONTROL
 DN7107  ______________________________________________________________________
 DN7107* NAD 83(2011) POSITION- 44 59 14.22659(N) 091 47 10.34356(W)   ADJUSTED
 DN7107* NAD 83(2011) ELLIP HT-   250.375 (meters)        (04/15/13)   ADJUSTED
 DN7107* NAD 83(2011) EPOCH   -  2010.00
 DN7107* NAVD 88 ORTHO HEIGHT -   281.12  (meters)      922.3   (feet) GPS OBS
 DN7107  ______________________________________________________________________
 DN7107  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7107  GEOID HEIGHT    -        -30.738 (meters)                     GEOID12A
 DN7107  GEOID HEIGHT    -        -30.744 (meters)                     GEOID18
 DN7107  NAD 83(2011) X  -   -140,850.581 (meters)                     COMP
 DN7107  NAD 83(2011) Y  - -4,516,571.306 (meters)                     COMP
 DN7107  NAD 83(2011) Z  -  4,486,526.144 (meters)                     COMP
 DN7107  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 DN7107
 DN7107  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7107  Standards:
 DN7107         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7107            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7107  -------------------------------------------------------------------
 DN7107  NETWORK    0.65   1.16           0.29   0.24   0.59      0.12670469
 DN7107  -------------------------------------------------------------------
 DN7107  Click here for local accuracies and other accuracy information.
 DN7107
 DN7107.The horizontal coordinates were established by GPS observations
 DN7107.and adjusted by the National Geodetic Survey in April 2013.
 DN7107
 DN7107.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7107.been affixed to the stable North American tectonic plate. See 
 DN7107.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7107
 DN7107.The horizontal coordinates are valid at the epoch date displayed above
 DN7107.which is a decimal equivalence of Year/Month/Day.
 DN7107
 DN7107.The orthometric height was determined by GPS observations and a
 DN7107.high-resolution geoid model using precise GPS observation and
 DN7107.processing techniques.
 DN7107
 DN7107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7107.GEOID18 height accuracy estimate available here.
 DN7107
 DN7107.Click photographs - Photos may exist for this station.
 DN7107
 DN7107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7107
 DN7107.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7107
 DN7107.The ellipsoidal height was determined by GPS observations
 DN7107.and is referenced to NAD 83.
 DN7107
 DN7107. The following values were computed from the NAD 83(2011) position.
 DN7107
 DN7107;                    North         East     Units Scale Factor Converg.
 DN7107;SPC WI C     -   129,775.322   459,151.569   MT  0.99994258   -1 15 37.1
 DN7107;SPC WI C     -   425,771.20  1,506,399.77   sFT  0.99994258   -1 15 37.1
 DN7107;UTM  15      - 4,982,254.525   595,686.662   MT  0.99971258   +0 51 29.4
 DN7107
 DN7107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7107!SPC WI C     -   0.99996075  x   0.99994258  =   0.99990333
 DN7107!UTM  15      -   0.99996075  x   0.99971258  =   0.99967334
 DN7107
 DN7107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9568682254(NAD 83)
 DN7107
 DN7107                          SUPERSEDED SURVEY CONTROL
 DN7107
 DN7107  NAD 83(2007)-  44 59 14.22666(N)    091 47 10.34418(W) AD(2002.00) 1
 DN7107  ELLIP H (04/06/12)  250.408  (m)                       GP(2002.00) 1 1
 DN7107
 DN7107.Superseded values are not recommended for survey control.
 DN7107
 DN7107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7107.See file dsdata.pdf to determine how the superseded data were derived.
 DN7107
 DN7107_MARKER: DD = SURVEY DISK
 DN7107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7107_STAMPING: COLFAX GPS 2005
 DN7107_MARK LOGO: WIDT
 DN7107_PROJECTION: FLUSH
 DN7107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7107+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 DN7107
 DN7107  HISTORY     - Date     Condition        Report By
 DN7107  HISTORY     - 2005     MONUMENTED       WIDT
 DN7107  HISTORY     - 20071008 GOOD             WIDT
 DN7107
 DN7107                          STATION DESCRIPTION
 DN7107
 DN7107'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7107'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 (MAIN
 DN7107'STREET) WITH COUNTY HIGHWAY BB (RAILROAD AVENUE) IN THE VILLAGE OF
 DN7107'COLFAX, GO WESTERLY ON COUNTY HIGHWAY BB (RAILROAD AVENUE) FOR 2.95 MI
 DN7107'(4.7 KM) TO 850TH AVENUE (THE LAKE ROAD) ON THE RIGHT.  TURN RIGHT AND
 DN7107'GO WEST ON 850TH AVENUE (THE LAKE ROAD) FOR 0.6 MI (1.0 KM) TO 745TH
 DN7107'STREET ON THE LEFT.  CONTINUE WEST ON 850TH AVENUE (THE LAKE ROAD) FOR
 DN7107'0.05 MI (0.1 KM) TO THE STATION ON THE LEFT.
 DN7107'
 DN7107'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7107'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7107'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DN7107'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 10.2 M (33.5 FT) SOUTH
 DN7107'OF THE CENTERLINE OF 850TH AVENUE (THE LAKE ROAD), 48 M (157.5 FT)
 DN7107'WEST OF THE CENTER OF 745TH STREET, 1.0 M (3.3 FT) EAST AND WEST OF AN
 DN7107'ORANGE 4X4 PLASTIC WITNESS POST AND 0.5 M (1.6 FT) NORTH OF A BARBED
 DN7107'WIRE FENCE.
 DN7107'
 DN7107'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7107'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4177 ***********************************************************************
 DL4177  DESIGNATION -  COLFAX S GPS
 DL4177  PID         -  DL4177
 DL4177  STATE/COUNTY-  WI/DUNN
 DL4177  COUNTRY     -  US
 DL4177  USGS QUAD   -  COLFAX SOUTH (2018)
 DL4177
 DL4177                         *CURRENT SURVEY CONTROL
 DL4177  ______________________________________________________________________
 DL4177* NAD 83(2011) POSITION- 44 57 28.98132(N) 091 42 29.38085(W)   ADJUSTED
 DL4177* NAD 83(2011) ELLIP HT-   279.423 (meters)        (04/15/13)   ADJUSTED
 DL4177* NAD 83(2011) EPOCH   -  2010.00
 DL4177* NAVD 88 ORTHO HEIGHT -   310.156 (meters)     1017.57  (feet) ADJUSTED
 DL4177  ______________________________________________________________________
 DL4177  GEOID HEIGHT    -        -30.730 (meters)                     GEOID18
 DL4177  NAD 83(2011) X  -   -134,767.287 (meters)                     COMP
 DL4177  NAD 83(2011) Y  - -4,519,074.814 (meters)                     COMP
 DL4177  NAD 83(2011) Z  -  4,484,248.164 (meters)                     COMP
 DL4177  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 DL4177  DYNAMIC HEIGHT  -        310.128 (meters)     1017.48  (feet) COMP
 DL4177  MODELED GRAVITY -    980,518.1   (mgal)                       NAVD 88
 DL4177
 DL4177  VERT ORDER      -  SECOND    CLASS I
 DL4177
 DL4177  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4177  Standards:
 DL4177         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4177            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4177  -------------------------------------------------------------------
 DL4177  NETWORK    0.51   0.94           0.23   0.18   0.48      0.12442915
 DL4177  -------------------------------------------------------------------
 DL4177  Click here for local accuracies and other accuracy information.
 DL4177
 DL4177.The horizontal coordinates were established by GPS observations
 DL4177.and adjusted by the National Geodetic Survey in April 2013.
 DL4177
 DL4177.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4177.been affixed to the stable North American tectonic plate. See 
 DL4177.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4177
 DL4177.The horizontal coordinates are valid at the epoch date displayed above
 DL4177.which is a decimal equivalence of Year/Month/Day.
 DL4177
 DL4177.The orthometric height was determined by differential leveling and
 DL4177.adjusted by the WI DEPT OF TRANSP
 DL4177.in May 2012.
 DL4177
 DL4177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4177.GEOID18 height accuracy estimate available here.
 DL4177
 DL4177.Click photographs - Photos may exist for this station.
 DL4177
 DL4177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4177
 DL4177.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4177
 DL4177.The ellipsoidal height was determined by GPS observations
 DL4177.and is referenced to NAD 83.
 DL4177
 DL4177.The dynamic height is computed by dividing the NAVD 88
 DL4177.geopotential number by the normal gravity value computed on the
 DL4177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4177.degrees latitude (g = 980.6199 gals.).
 DL4177
 DL4177.The modeled gravity was interpolated from observed gravity values.
 DL4177
 DL4177. The following values were computed from the NAD 83(2011) position.
 DL4177
 DL4177;                    North         East     Units Scale Factor Converg.
 DL4177;SPC WI C     -   126,394.917   465,236.436   MT  0.99994172   -1 12 18.9
 DL4177;SPC WI C     -   414,680.66  1,526,363.21   sFT  0.99994172   -1 12 18.9
 DL4177;UTM  15      - 4,979,102.044   601,890.941   MT  0.99972766   +0 54 46.4
 DL4177
 DL4177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4177!SPC WI C     -   0.99995619  x   0.99994172  =   0.99989791
 DL4177!UTM  15      -   0.99995619  x   0.99972766  =   0.99968386
 DL4177
 DL4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0189079102(NAD 83)
 DL4177
 DL4177                          SUPERSEDED SURVEY CONTROL
 DL4177
 DL4177  NAD 83(2007)-  44 57 28.98138(N)    091 42 29.38145(W) AD(2002.00) 1
 DL4177  ELLIP H (04/06/12)  279.455  (m)                       GP(2002.00) 1 1
 DL4177  NAVD 88             310.15   (m)         1017.6    (f) LEVELING    3  
 DL4177
 DL4177.Superseded values are not recommended for survey control.
 DL4177
 DL4177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4177.See file dsdata.pdf to determine how the superseded data were derived.
 DL4177
 DL4177_MARKER: DD = SURVEY DISK
 DL4177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4177_STAMPING: COLFAX S GPS 2005
 DL4177_MARK LOGO: WIDT
 DL4177_PROJECTION: FLUSH
 DL4177_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DL4177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4177+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DL4177
 DL4177  HISTORY     - Date     Condition        Report By
 DL4177  HISTORY     - 2004     MONUMENTED       WIDT
 DL4177  HISTORY     - 20071009 GOOD             WIDT
 DL4177
 DL4177                          STATION DESCRIPTION
 DL4177
 DL4177'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4177'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH OF ELK MOUND, 5.3
 DL4177'MI (8.5 KM) WEST OF ALBERTVILLE AND 2.9 MI (4.7 KM) SOUTH-SOUTHEAST OF
 DL4177'COLFAX.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4177'
 DL4177'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 WITH COUNTY
 DL4177'HIGHWAY B TO THE WEST AND 810TH AVENUE (FENNIE ROAD) TO THE EAST ABOUT
 DL4177'2 MI (3.2 KM) SOUTHWEST OF THE VILLAGE OF COLFAX, GO EAST ON 810TH
 DL4177'AVENUE (FENNIE ROAD) FOR 1.0 MI (1.6 KM) TO 870TH STREET (LEE ROAD) ON
 DL4177'THE RIGHT.  TURN RIGHT AND GO SOUTH ON 870TH STREET (LEE ROAD) FOR 1.0
 DL4177'MI (1.6 KM) TO 760TH STREET (EAST WHITETAIL ROAD) ON THE LEFT.  TURN
 DL4177'LEFT AND GO EAST ON 760TH AVENUE (WHITETAIL ROAD) FOR 0.5 MI (0.8 KM)
 DL4177'TO THE STATION ON THE LEFT.
 DL4177'
 DL4177'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4177'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4177'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT, 8.5 M
 DL4177'(27.9 FT) NORTH OF THE CENTERLINE OF 760TH AVENUE (EAST WHITETAIL
 DL4177'ROAD), 14.9 M (48.9 FT) EAST OF A 6-INCH (15 CM) SQUARE FENCE POST AND
 DL4177'1.0 M (3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DL4177'WITNESS POST.
 DL4177'
 DL4177'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4177'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AI6225 ***********************************************************************
 AI6225  DESIGNATION -  COLGATE GPS
 AI6225  PID         -  AI6225
 AI6225  STATE/COUNTY-  WI/WASHINGTON
 AI6225  COUNTRY     -  US
 AI6225  USGS QUAD   -  SUSSEX (2018)
 AI6225
 AI6225                         *CURRENT SURVEY CONTROL
 AI6225  ______________________________________________________________________
 AI6225* NAD 83(2011) POSITION- 43 11 35.60566(N) 088 13 52.98838(W)   ADJUSTED
 AI6225* NAD 83(2011) ELLIP HT-   265.103 (meters)        (06/27/12)   ADJUSTED
 AI6225* NAD 83(2011) EPOCH   -  2010.00
 AI6225* NAVD 88 ORTHO HEIGHT -   299.889 (meters)      983.89  (feet) ADJUSTED
 AI6225  ______________________________________________________________________
 AI6225  GEOID HEIGHT    -        -34.781 (meters)                     GEOID18
 AI6225  NAD 83(2011) X  -    143,744.939 (meters)                     COMP
 AI6225  NAD 83(2011) Y  - -4,655,261.532 (meters)                     COMP
 AI6225  NAD 83(2011) Z  -  4,343,357.825 (meters)                     COMP
 AI6225  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 AI6225  DYNAMIC HEIGHT  -        299.814 (meters)      983.64  (feet) COMP
 AI6225  MODELED GRAVITY -    980,360.7   (mgal)                       NAVD 88
 AI6225
 AI6225  VERT ORDER      -  SECOND    CLASS I
 AI6225
 AI6225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI6225  Standards:
 AI6225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI6225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI6225  -------------------------------------------------------------------
 AI6225  NETWORK    0.21   0.31           0.10   0.07   0.16      0.00735684
 AI6225  -------------------------------------------------------------------
 AI6225  Click here for local accuracies and other accuracy information.
 AI6225
 AI6225.The horizontal coordinates were established by GPS observations
 AI6225.and adjusted by the National Geodetic Survey in June 2012.
 AI6225
 AI6225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI6225.been affixed to the stable North American tectonic plate. See 
 AI6225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI6225
 AI6225.The horizontal coordinates are valid at the epoch date displayed above
 AI6225.which is a decimal equivalence of Year/Month/Day.
 AI6225
 AI6225.The orthometric height was determined by differential leveling and
 AI6225.adjusted by the WI DEPT OF TRANSP
 AI6225.in May 2012.
 AI6225
 AI6225.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6225.GEOID18 height accuracy estimate available here.
 AI6225
 AI6225.Click photographs - Photos may exist for this station.
 AI6225
 AI6225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6225
 AI6225.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI6225
 AI6225.The ellipsoidal height was determined by GPS observations
 AI6225.and is referenced to NAD 83.
 AI6225
 AI6225.The dynamic height is computed by dividing the NAVD 88
 AI6225.geopotential number by the normal gravity value computed on the
 AI6225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6225.degrees latitude (g = 980.6199 gals.).
 AI6225
 AI6225.The modeled gravity was interpolated from observed gravity values.
 AI6225
 AI6225. The following values were computed from the NAD 83(2011) position.
 AI6225
 AI6225;                    North         East     Units Scale Factor Converg.
 AI6225;SPC WI S     -   134,079.925   743,742.271   MT  0.99993911   +1 12 54.8
 AI6225;SPC WI S     -   439,893.89  2,440,094.43   sFT  0.99993911   +1 12 54.8
 AI6225;UTM  16      - 4,783,008.299   399,946.364   MT  0.99972315   -0 50 34.5
 AI6225
 AI6225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6225!SPC WI S     -   0.99995843  x   0.99993911  =   0.99989754
 AI6225!UTM  16      -   0.99995843  x   0.99972315  =   0.99968159
 AI6225
 AI6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9994683008(NAD 83)
 AI6225
 AI6225                          SUPERSEDED SURVEY CONTROL
 AI6225
 AI6225  NAD 83(2007)-  43 11 35.60559(N)    088 13 52.98912(W) AD(2002.00) 0
 AI6225  ELLIP H (02/10/07)  265.140  (m)                       GP(2002.00)    
 AI6225  ELLIP H (11/17/00)  265.158  (m)                       GP(       ) 3 2
 AI6225  NAD 83(1997)-  43 11 35.60539(N)    088 13 52.98928(W) AD(       ) B
 AI6225  ELLIP H (07/06/00)  265.158  (m)                       GP(       ) 3 1
 AI6225  NAVD 88             299.86   (m)          983.8    (f) LEVELING    3  
 AI6225  NAVD 88 (04/20/07)  299.863  (m)          983.80   (f) SUPERSEDED  2 1
 AI6225  NAVD 88             299.84   (m)          983.7    (f) LEVELING    3  
 AI6225  NAVD 88 (05/16/03)  299.838  (m)          983.72   (f) SUPERSEDED  2 1
 AI6225  NAVD 88 (07/06/00)  299.85   (m)  GEOID99  model used  GPS OBS        
 AI6225  NAVD 88 (07/06/00)  299.83   (m)  UNKNOWN  model used  GPS OBS        
 AI6225
 AI6225.Superseded values are not recommended for survey control.
 AI6225
 AI6225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6225.See file dsdata.pdf to determine how the superseded data were derived.
 AI6225
 AI6225_MARKER: DD = SURVEY DISK
 AI6225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6225_STAMPING: COLGATE GPS 1999
 AI6225_MARK LOGO: WIDT
 AI6225_PROJECTION: FLUSH
 AI6225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6225+STABILITY: SURFACE MOTION
 AI6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6225+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2019
 AI6225
 AI6225  HISTORY     - Date     Condition        Report By
 AI6225  HISTORY     - 1999     MONUMENTED       WIDT
 AI6225  HISTORY     - 20001010 GOOD             WIDT
 AI6225  HISTORY     - 2002     GOOD             WIDT
 AI6225  HISTORY     - 20031109 GOOD             USPSQD
 AI6225  HISTORY     - 20060605 GOOD             WIDT
 AI6225  HISTORY     - 20090322 MARK NOT FOUND   INDIV
 AI6225  HISTORY     - 20150102 GOOD             WIDT
 AI6225  HISTORY     - 20190917 GOOD             WIDT
 AI6225
 AI6225                          STATION DESCRIPTION
 AI6225
 AI6225'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6225'THE STATION IS LOCATED ABOUT 27.4 KM (17.00 MI) SOUTH OF WEST BEND AND
 AI6225'9.7 KM (6.00 MI) WEST OF MENOMONEE FALLS.  OWNERSHIP--WASHINGTON
 AI6225'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 175
 AI6225'WITH STATE HIGHWAY 167 ABOUT 0.8 KM (0.50 MI) SOUTH OF THE VILLAGE OF
 AI6225'RICHFIELD, GO WEST ON STATE HIGHWAY 167 FOR 2.4 KM (1.50 MI) TO SCENIC
 AI6225'ROAD, TURN LEFT AND GO SOUTH ON SCENIC ROAD FOR 1.6 KM (1.00 MI) TO
 AI6225'HUBERTUS ROAD, CONTINUE SOUTH ON SCENIC ROAD FOR 4.2 KM (2.60 MI) TO
 AI6225'SCENIC ROAD ON THE LEFT AND MONCHES ROAD (AHEAD) , TURN LEFT AND GO
 AI6225'SOUTH ON SCENIC ROAD FOR 1.4 KM (0.85 MI) TO COUNTY HIGHWAY Q AND THE
 AI6225'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6225'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED -COLGATE
 AI6225'GPS 1999ND SET IN THE TOP OF A 41-CM (16-INCH) CONCRETE POST FLUSH
 AI6225'WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY PAVEMENT.
 AI6225'THE STATION IS 11.5 M (37.7 FT) NORTH OF THE CENTERLINE OF COUNTY
 AI6225'HIGHWAY Q, 23.0 M (75.5 FT) EAST OF THE CENTERLINE OF SCENIC ROAD,
 AI6225'14.6 M (47.9 FT) EAST OF A METAL POST OF A --SCENIC RD COUNTY RD Q--
 AI6225'SIGN, AND 0.8 M (2.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI6225'---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN
 AI6225'15 DEGREES ABOVE THE HORIZON.
 AI6225
 AI6225                          STATION RECOVERY (2000)
 AI6225
 AI6225'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 AI6225'RECOVERED AS DESCRIBED.
 AI6225
 AI6225                          STATION RECOVERY (2002)
 AI6225
 AI6225'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 AI6225'RECOVERED AS DESCRIBED.
 AI6225
 AI6225                          STATION RECOVERY (2003)
 AI6225
 AI6225'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6225'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M EAST AND 1 M
 AI6225'WEST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 AI6225
 AI6225                          STATION RECOVERY (2006)
 AI6225
 AI6225'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AI6225'RECOVERED IN GOOD CONDITION.
 AI6225
 AI6225                          STATION RECOVERY (2009)
 AI6225
 AI6225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 AI6225'MARK NOT FOUND.
 AI6225
 AI6225                          STATION RECOVERY (2015)
 AI6225
 AI6225'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (MJH)
 AI6225'PREVIOUS 'MARK NOT FOUND' IS AN ERROR.
 AI6225
 AI6225                          STATION RECOVERY (2019)
 AI6225
 AI6225'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 AI6225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1302 ***********************************************************************
 PN1302  DESIGNATION -  COLLEEN
 PN1302  PID         -  PN1302
 PN1302  STATE/COUNTY-  WI/WAUSHARA
 PN1302  COUNTRY     -  US
 PN1302  USGS QUAD   -  HANCOCK (2018)
 PN1302
 PN1302                         *CURRENT SURVEY CONTROL
 PN1302  ______________________________________________________________________
 PN1302* NAD 83(1991) POSITION- 44 14 39.75701(N) 089 31 26.84524(W)   ADJUSTED
 PN1302* NAVD 88 ORTHO HEIGHT -   335.3   (meters)     1100.    (feet) VERTCON3
 PN1302  ______________________________________________________________________
 PN1302  GEOID HEIGHT    -        -35.986 (meters)                     GEOID18
 PN1302  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 PN1302  HORZ ORDER      -  SECOND
 PN1302
 PN1302.The horizontal coordinates were established by classical geodetic methods
 PN1302.and adjusted by the National Geodetic Survey in November 1991.
 PN1302
 PN1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1302
 PN1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1302.GEOID18 height accuracy estimate available here.
 PN1302
 PN1302.Click photographs - Photos may exist for this station.
 PN1302
 PN1302.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1302
 PN1302. The following values were computed from the NAD 83(1991) position.
 PN1302
 PN1302;                    North         East     Units Scale Factor Converg.
 PN1302;SPC WI S     -   249,449.744   638,012.567   MT  1.00004095   +0 19 37.1
 PN1302;SPC WI S     -   818,403.04  2,093,212.90   sFT  1.00004095   +0 19 37.1
 PN1302;UTM  16      - 4,902,114.258   298,461.293   MT  1.00009956   -1 45 42.2
 PN1302
 PN1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1302!SPC WI S     -   0.99995307  x   1.00004095  =   0.99999402
 PN1302!UTM  16      -   0.99995307  x   1.00009956  =   1.00005263
 PN1302
 PN1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9846102114(NAD 83)
 PN1302
 PN1302|---------------------------------------------------------------------|
 PN1302| PID    Reference Object                     Distance      Geod. Az  |
 PN1302|                                                           dddmmss.s |
 PN1302| CS5487 COLLEEN RM 1                          6.114 METERS 14534     |
 PN1302| CS5488 COLLEEN RM 2                          5.998 METERS 23855     |
 PN1302|---------------------------------------------------------------------|
 PN1302
 PN1302                          SUPERSEDED SURVEY CONTROL
 PN1302
 PN1302  NAD 83(1986)-  44 14 39.75473(N)    089 31 26.85503(W) AD(       ) 2
 PN1302  NGVD 29 (03/14/91)  335.3    (m)         1100.     (f) VERT ANG       
 PN1302
 PN1302.Superseded values are not recommended for survey control.
 PN1302
 PN1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1302.See file dsdata.pdf to determine how the superseded data were derived.
 PN1302
 PN1302_MARKER: DE = TRAVERSE STATION DISK
 PN1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1302_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1302+STABILITY: SURFACE MOTION
 PN1302
 PN1302  HISTORY     - Date     Condition        Report By
 PN1302  HISTORY     - 1981     MONUMENTED       WIDT
 PN1302
 PN1302                          STATION DESCRIPTION
 PN1302
 PN1302'DESCRIBED BY WI DEPT OF TRANSP 1981 (LTK)
 PN1302'THE STATION IS LOCATED ALONG USH 51 NEAR THE PORTAGE-WAUSHARA COUNTY
 PN1302'LINE ABOUT 3 MILES NORTHWEST OF PLAINFIELD.
 PN1302'
 PN1302'TO REACH THE STATION FROM THE JUNCTION OF STH 73 AND USH 51 WEST OF
 PN1302'PLAINFIELD, GO NORTH ON USH 51 FOR 2.2 MILES TO THE STATION IN THE
 PN1302'MEDIAN JUST SOUTH OF A MEDIAN CROSSOVER.
 PN1302'
 PN1302'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---COLLEEN 1981---.
 PN1302'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1302'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET WEST
 PN1302'OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH 51, 44.5 FEET SOUTHEAST
 PN1302'OF A NO U-TURN SIGN, 41.5 FEET EAST OF THE CENTER OF THE SOUTHBOUND
 PN1302'ROADWAY OF USH 51, 22.5 FEET NORTHWEST OF A NO U-TURN SIGN, AND 14.5
 PN1302'FEET SOUTH OF THE CENTER OF A MEDIAN CROSSOVER.  THE UNDERGROUND DISK
 PN1302'IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1302'
 PN1302'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---COLLEEN RM 1
 PN1302'1981---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1302'IS FLUSH WITH THE GROUND SURFACE.  IT IS 52.5 FEET EAST OF THE CENTER
 PN1302'OF THE SOUTHBOUND ROADWAY OF USH 51, 35.5 FEET WEST OF THE NORTHBOUND
 PN1302'ROADWAY OF USH 51, 30 FEET SOUTH OF THE CENTER OF A MEDIAN CROSSOVER,
 PN1302'4.5 FEET WEST OF A NO U-TURN SIGN, AND 1 FOOT LOWER THAN THE STATION.
 PN1302'
 PN1302'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---COLLEEN RM 2
 PN1302'1981---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1302'IS FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET WEST OF THE CENTER OF
 PN1302'THE NORTHBOUND ROADWAY OF USH 51, 32 FEET WEST OF A NO U-TURN SIGN,
 PN1302'25.5 FEET SOUTH OF THE CENTER OF A MEDIAN CROSSOVER, 24.5 FEET EAST OF
 PN1302'THE CENTER OF THE SOUTHBOUND ROADWAY OF USH 51, 2 FEET SOUTHEAST OF A
 PN1302'METAL DELINEATOR POST, AND LEVEL WITH THE STATION.
 PN1302'
 PN1302'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.56 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OL0153 ***********************************************************************
 OL0153  DESIGNATION -  COLLEGE
 OL0153  PID         -  OL0153
 OL0153  STATE/COUNTY-  WI/MILWAUKEE
 OL0153  COUNTRY     -  US
 OL0153  USGS QUAD   -  MILWAUKEE (2018)
 OL0153
 OL0153                         *CURRENT SURVEY CONTROL
 OL0153  ______________________________________________________________________
 OL0153* NAD 83(1986) POSITION- 43 02 18.16   (N) 087 55 57.57   (W)   HD_HELD1
 OL0153* NAVD 88 ORTHO HEIGHT -   201.848 (meters)      662.23  (feet) ADJUSTED
 OL0153  ______________________________________________________________________
 OL0153  GEOID HEIGHT    -        -35.110 (meters)                     GEOID18
 OL0153  DYNAMIC HEIGHT  -        201.795 (meters)      662.06  (feet) COMP
 OL0153  MODELED GRAVITY -    980,351.4   (mgal)                       NAVD 88
 OL0153
 OL0153  VERT ORDER      -  SECOND    CLASS I
 OL0153
 OL0153.The horizontal coordinates were determined by differentially corrected
 OL0153.hand held GPS observations or other comparable positioning techniques
 OL0153.and have an estimated accuracy of +/- 3 meters.
 OL0153
 OL0153.The orthometric height was determined by differential leveling and
 OL0153.adjusted by the WI DEPT OF TRANSP
 OL0153.in May 2012.
 OL0153
 OL0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 OL0153.GEOID18 height accuracy estimate available here.
 OL0153
 OL0153.Click photographs - Photos may exist for this station.
 OL0153
 OL0153.The dynamic height is computed by dividing the NAVD 88
 OL0153.geopotential number by the normal gravity value computed on the
 OL0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0153.degrees latitude (g = 980.6199 gals.).
 OL0153
 OL0153.The modeled gravity was interpolated from observed gravity values.
 OL0153
 OL0153;                    North         East    Units  Estimated Accuracy
 OL0153;SPC WI S     -   117,442.0     768,442.8     MT  (+/- 3 meters HH1 GPS) 
 OL0153
 OL0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2402765498(NAD 83)
 OL0153
 OL0153                          SUPERSEDED SURVEY CONTROL
 OL0153
 OL0153  NAVD 88 (04/20/07)  201.819  (m)          662.13   (f) SUPERSEDED  2 1
 OL0153  NAVD 88 (06/15/91)  201.829  (m)          662.17   (f) SUPERSEDED  1 0
 OL0153  NGVD 29 (??/??/92)  201.91   (m)          662.4    (f) COMPUTED    1 0
 OL0153
 OL0153.Superseded values are not recommended for survey control.
 OL0153
 OL0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0153.See file dsdata.pdf to determine how the superseded data were derived.
 OL0153
 OL0153_MARKER: DD = SURVEY DISK
 OL0153_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OL0153_PROJECTION: PROJECTING
 OL0153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0153+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 OL0153
 OL0153  HISTORY     - Date     Condition        Report By
 OL0153  HISTORY     - UNK      MONUMENTED       MUNIV
 OL0153  HISTORY     - 1972     GOOD             NGS
 OL0153  HISTORY     - 2001     GOOD             WIDT
 OL0153  HISTORY     - 20060620 GOOD             WIDT
 OL0153
 OL0153                          STATION DESCRIPTION
 OL0153
 OL0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0153'AT MILWAUKEE.
 OL0153'AT MARQUETTE UNIVERSITY IN MILWAUKEE, 80.8 FEET SOUTH OF THE
 OL0153'SOUTH CURB OF WEST WISCONSIN AVENUE, 61.5 FEET EAST OF THE EAST
 OL0153'CURB OF NORTH 16 TH STREET, 13.6 FEET WEST OF THE WEST EDGE OF
 OL0153'BOTTOM STONE STEP AT WEST MAIN ENTRANCE TO THE MARQUETTE
 OL0153'UNIVERSITY ENGINEERING BLDG, IN LINE WITH CENTER OF WEST
 OL0153'ENTRANCE, A 1 3/4 INCH STAINLESS STEEL TABLET IN THE TOP OF A 9
 OL0153'INCH SQUARE GRANITE POST THAT PROJECTS 2.3 FEET ABOVE THE
 OL0153'SIDEWALK AND REPORTED TO BE 10 FEET DEEP.  SECTION 30, T 7 N,
 OL0153'R 22 E.
 OL0153
 OL0153                          STATION RECOVERY (2001)
 OL0153
 OL0153'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0153'THE STATION IS LOCATED IN MILWAUKEE.  OWNERSHIP--MARQUETTE
 OL0153'UNIVERSITY. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 OL0153'HIGHWAY 43 WITH US HIGHWAY 18 (WEST STATE STREET) IN THE CITY OF
 OL0153'MILWAUKEE, GO WEST ON US HIGHWAY 18 (WEST STATE STREET) FOR 0.6 KM TO
 OL0153'NORTH 16TH STREET, TURN LEFT AND GO SOUTH ON NORTH 16TH STREET FOR
 OL0153'0.4 KM TO HAGGERTY HALL AND THE STATION ON THE LEFT.  THE STATION IS
 OL0153'A STAINLESS STEEL TABLET SET  IN THE TOP OF A 26-CM SQUARE GRANITE
 OL0153'POST ABOUT 1.5 M ABOVE THE PAVEMENT. THE STATION IS 22.3 M SOUTH OF
 OL0153'THE SOUTH CURB OF THE EAST BOUND LANES OF WEST WISCONSIN AVENUE, 18.9
 OL0153'M EAST OF THE EAST CURB OF NORTH 16TH STREET, 4.2 M WEST OF THE WEST
 OL0153'FACE OF THE BOTTOM  OF THE STEP OF THE WEST ENTRANCE TO HAGGERTY
 OL0153'HALL, 1.9 M NORTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK.
 OL0153'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 OL0153'OBSTRUCTIONS IN ALL QUADRANTS EXTENDING HIGHER THAN 25 DEGREES ABOVE
 OL0153'THE HORIZON. ---NOTE---THE DISK IS NOT STAMPED.
 OL0153
 OL0153                          STATION RECOVERY (2006)
 OL0153
 OL0153'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OL0153'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS IN THE MIDDLE OF
 OL0153'AN EAST-WEST SIDEWALK LEADING INTO THE HAGGERTY HALL WEST ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1360 ***********************************************************************
 NH1360  DESIGNATION -  COLLEGE
 NH1360  PID         -  NH1360
 NH1360  STATE/COUNTY-  WI/ROCK
 NH1360  COUNTRY     -  US
 NH1360  USGS QUAD   -  BELOIT (2018)
 NH1360
 NH1360                         *CURRENT SURVEY CONTROL
 NH1360  ______________________________________________________________________
 NH1360* NAD 83(2011) POSITION- 42 30 05.38490(N) 089 01 54.66138(W)   ADJUSTED
 NH1360* NAD 83(2011) ELLIP HT-   204.475 (meters)        (06/27/12)   ADJUSTED
 NH1360* NAD 83(2011) EPOCH   -  2010.00
 NH1360* NAVD 88 ORTHO HEIGHT -   238.2   (meters)      781.    (feet) GPS OBS
 NH1360  ______________________________________________________________________
 NH1360  NAVD 88 orthometric height was determined with geoid model    GEOID96
 NH1360  GEOID HEIGHT    -        -33.572 (meters)                     GEOID96
 NH1360  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 NH1360  NAD 83(2011) X  -     79,577.805 (meters)                     COMP
 NH1360  NAD 83(2011) Y  - -4,709,022.606 (meters)                     COMP
 NH1360  NAD 83(2011) Z  -  4,286,975.379 (meters)                     COMP
 NH1360  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 NH1360
 NH1360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NH1360  Standards:
 NH1360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NH1360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NH1360  -------------------------------------------------------------------
 NH1360  NETWORK    1.02   1.35           0.48   0.31   0.69     -0.26723479
 NH1360  -------------------------------------------------------------------
 NH1360  Click here for local accuracies and other accuracy information.
 NH1360
 NH1360.The horizontal coordinates were established by GPS observations
 NH1360.and adjusted by the National Geodetic Survey in June 2012.
 NH1360
 NH1360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NH1360.been affixed to the stable North American tectonic plate. See 
 NH1360.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NH1360
 NH1360.The horizontal coordinates are valid at the epoch date displayed above
 NH1360.which is a decimal equivalence of Year/Month/Day.
 NH1360
 NH1360.The orthometric height was determined by GPS observations and a
 NH1360.high-resolution geoid model.
 NH1360
 NH1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1360.GEOID18 height accuracy estimate available here.
 NH1360
 NH1360.Click photographs - Photos may exist for this station.
 NH1360
 NH1360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1360
 NH1360.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1360
 NH1360.The ellipsoidal height was determined by GPS observations
 NH1360.and is referenced to NAD 83.
 NH1360
 NH1360. The following values were computed from the NAD 83(2011) position.
 NH1360
 NH1360;                    North         East     Units Scale Factor Converg.
 NH1360;SPC WI S     -    56,174.753   679,581.618   MT  1.00005480   +0 39 54.8
 NH1360;SPC WI S     -   184,300.00  2,229,594.03   sFT  1.00005480   +0 39 54.8
 NH1360;UTM  16      - 4,707,459.553   333,051.581   MT  0.99994293   -1 22 23.0
 NH1360
 NH1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1360!SPC WI S     -   0.99996793  x   1.00005480  =   1.00002273
 NH1360!UTM  16      -   0.99996793  x   0.99994293  =   0.99991086
 NH1360
 NH1360:                Primary Azimuth Mark                     Grid Az
 NH1360:SPC WI S     -  COLLEGE AZ MK                            098 18 43.3
 NH1360:UTM  16      -  COLLEGE AZ MK                            100 21 01.1
 NH1360
 NH1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3305107459(NAD 83)
 NH1360
 NH1360|---------------------------------------------------------------------|
 NH1360| PID    Reference Object                     Distance      Geod. Az  |
 NH1360|                                                           dddmmss.s |
 NH1360| NH1359 BELOIT FAIRBANKS MORSE CO N TK      APPROX. 1.2 KM 0025606.2 |
 NH1360| NH1348 BELOIT FAIRBANKS MORSE CO STK       APPROX. 1.3 KM 0040322.4 |
 NH1360| NH1347 BELOIT MUNICIPAL TANK               APPROX. 0.9 KM 0055520.6 |
 NH1360| NH1349 BELOIT FAIRBANKS MORSE CO S TK      APPROX. 1.1 KM 0154028.8 |
 NH1360| NH1356 BELOIT COLLEGE ADM BLDG CUPOLA      186.869 METERS 02456     |
 NH1360| CI8420 COLLEGE RM 1                         38.100 METERS 04303     |
 NH1360| NH1353 BELOIT FIRST CONG CH SPIRE          331.296 METERS 08837     |
 NH1360| CI8419 COLLEGE AZ MK                                      0985838.1 |
 NH1360| CI8421 COLLEGE RM 2                         23.372 METERS 10044     |
 NH1360| NH1398 S BELOIT RACINE FT KNIT CO TK       APPROX. 0.7 KM 1780617.2 |
 NH1360| NH1395 BELOIT R B AND J RR CO STACK        APPROX. 0.6 KM 2052654.7 |
 NH1360| NH1355 BELOIT IRON WORKS STACK             256.718 METERS 29505     |
 NH1360| NH1364 BELOIT WISC P AND L CO S STACK      492.960 METERS 3565007.3 |
 NH1360|---------------------------------------------------------------------|
 NH1360
 NH1360                          SUPERSEDED SURVEY CONTROL
 NH1360
 NH1360  NAD 83(2007)-  42 30 05.38491(N)    089 01 54.66235(W) AD(2002.00) 0
 NH1360  ELLIP H (02/10/07)  204.508  (m)                       GP(2002.00)    
 NH1360  ELLIP H (12/06/04)  204.515  (m)                       GP(       ) 4 1
 NH1360  NAD 83(1997)-  42 30 05.38472(N)    089 01 54.66139(W) AD(       ) 1
 NH1360  ELLIP H (09/15/98)  204.560  (m)                       GP(       ) 3 1
 NH1360  NAD 83(1991)-  42 30 05.38162(N)    089 01 54.66069(W) AD(       ) 1
 NH1360  NAD 83(1986)-  42 30 05.37969(N)    089 01 54.66584(W) AD(       ) 1
 NH1360  NAD 27      -  42 30 05.32800(N)    089 01 54.27100(W) AD(       ) 1
 NH1360
 NH1360.Superseded values are not recommended for survey control.
 NH1360
 NH1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1360.See file dsdata.pdf to determine how the superseded data were derived.
 NH1360
 NH1360_MARKER: DS = TRIANGULATION STATION DISK
 NH1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1360_STAMPING: COLLEGE 1935
 NH1360_MARK LOGO: CGS
 NH1360_PROJECTION: FLUSH
 NH1360_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NH1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1360+STABILITY: SURFACE MOTION
 NH1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1360+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 NH1360
 NH1360  HISTORY     - Date     Condition        Report By
 NH1360  HISTORY     - 1935     MONUMENTED       CGS
 NH1360  HISTORY     - 1973     GOOD             NGS
 NH1360  HISTORY     - 19950709 GOOD             USPSQD
 NH1360  HISTORY     - 19960817 GOOD             SECI
 NH1360  HISTORY     - 20000901 GOOD             AYRES
 NH1360  HISTORY     - 20010331 GOOD             NGS
 NH1360
 NH1360                          STATION DESCRIPTION
 NH1360
 NH1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1360'THIS STATION IS NEAR THE SOUTHWEST CORNER OF THE CAMPUS OF
 NH1360'BELOIT COLLEGE.  IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 NH1360'BUSHNELL AND PLEASANT STREETS.  IN BELOIT.  THE MARK IS 47 FEET
 NH1360'SOUTHEAST OF THE SOUTHEAST CORNER OF THE OBSERVATORY BUILDING
 NH1360'14 FEET NORTH OF THE EDGE OF THE BANK ON THE NORTH SIDE
 NH1360'OF BUSHNELL STREET.  17 FEET EAST OF AN 18-INCH SQUARE CONCRETE
 NH1360'PIER 4 FEET HIGH.  16 FEET WEST OF A SIMILAR PIER.  AND IS
 NH1360'SET FLUSH.
 NH1360'
 NH1360'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1360'TABLETS SET IN CONCRETE.
 NH1360'
 NH1360'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  8 FEET
 NH1360'WEST OF THE NORTHWEST CORNER OF THE TENNIS COURTS.  20 YARDS
 NH1360'SOUTH OF A LARGE BUILDING.  106.08 FEET NORTH OF REFERENCE
 NH1360'MARK NO. 2.  AND PROJECTS 2 INCHES.
 NH1360'
 NH1360'REFERENCE MARK NO. 2 IS EAST OF THE STATION.  1 FOOT WEST
 NH1360'OF A TELEPHONE POLE.  6 FEET SOUTHWEST OF A DRIVEWAY.  AND
 NH1360'PROJECTS 3 INCHES.
 NH1360'
 NH1360'THE AZIMUTH MARK IS EAST OF THE STATION.  AT THE WEST EDGE
 NH1360'OF A SIDEWALK IN THE NORTHEAST PART OF A PARK.  15 YARDS
 NH1360'WEST OF THE CENTERLINE OF PARK STREET.  50 YARDS SOUTH OF
 NH1360'THE CENTERLINE OF BUSHNELL STREET.  AND IS SET FLUSH.
 NH1360'
 NH1360'A LIGHT 100 FEET ABOVE MYERS COMES INTO VIEW 60 FEET ABOVE
 NH1360'THIS STATION.
 NH1360'
 NH1360'LIGHTS 100 FEET ABOVE BLACK, AND 87 FEET ABOVE CENTRAL AND
 NH1360'ROCKTON 1920 COME INTO VIEW 37 FEET ABOVE THIS STATION.
 NH1360'
 NH1360'NO PROMINENT OBJECTS VISIBLE FROM THE GROUND.
 NH1360
 NH1360                          STATION RECOVERY (1973)
 NH1360
 NH1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NH1360'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 NH1360'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND AND
 NH1360'ASSUMED TO HAVE BEEN DESTROYED BY GRADING AND PAVING.  THERE
 NH1360'IS A LARGE BUS AND CLUMP OF TREES ON LINE TO THE AZIMUTH
 NH1360'MARK AND NO OTHER AZIMUTH OBJECTS WERE VISIBLE AT THIS TIME.
 NH1360'THE BUS IS TO BE REMOVED WHEN THE OWNER RETURNS FROM EUROPE
 NH1360'AND THE AZIMUTH MARK CAN POSSIBLY BE TAKEN WHEN LEAFS ARE
 NH1360'OFF THE TREES.  THERE IS TO BE A NEW BUILDING JUST NORTH OF
 NH1360'THE STATION MARK BUT ALL PARTIES CONNECTED WITH THE
 NH1360'CONSTRUCTION WERE CONTACTED AND ASSURANCE WAS GIVEN THAT THE
 NH1360'MARK WOULD BE PROTECTED.  REFERENCE MARKS 3 AND 4 WERE
 NH1360'SET.
 NH1360'
 NH1360'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE
 NH1360'GROUNDS OF BELOIT COLLEGE, 58 FEET NORTH OF THE CENTERLINE
 NH1360'OF BUSHNELL ST., 35 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 NH1360'OF NEW BUILDING, 7-1/2 FEET SOUTH OF THE SOUTH WALL OF BUILDING
 NH1360'AND 261 FEET WEST OF THE CENTERLINE OF PROSPECT ST.  THE
 NH1360'MONUMENT IS FLUSH AND THE DISK IS STAMPED COLLEGE 1935.
 NH1360'
 NH1360'REFERENCE MARK 3 IS 51 FEET NORTH OF THE CENTERLINE OF BUSHNELL
 NH1360'ST., 48 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF BUILDING,
 NH1360'AND 15 FEET SOUTH OF THE SOUTH WALL.  THE MONUMENT IS FLUSH
 NH1360'AND THE DISK IS STAMPED COLLEGE 1935 NO 3 1973.
 NH1360'
 NH1360'REFERENCE MARK 4 IS 51 FEET NORTH OF THE CENTERLINE OF BUSHNELL
 NH1360'ST., 27 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING
 NH1360'AND 15 FEET SOUTH OF THE SOUTH WALL.  THE MONUMENT IS FLUSH
 NH1360'AND THE DISK IS STAMPED COLLEGE 1935 NO 4 1973.
 NH1360'
 NH1360'THE AZIMUTH MARK IS 0.2 MILE EAST ALONG BUSHNELL ST. FROM THE
 NH1360'STATION, 155 FEET SOUTH OF THE CENTERLINE OF BUSHNELL ST.,
 NH1360'46 FEET WEST OF THE CENTERLINE OF PARK AVE., 11 FEET WEST
 NH1360'OF A 14 INCH ELM TREE AND 1 FOOT WEST OF THE WEST EDGE OF A
 NH1360'SIDEWALK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1360'COLLEGE 1935.
 NH1360'
 NH1360'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1360'
 NH1360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BELOIT
 NH1360
 NH1360                          STATION RECOVERY (1995)
 NH1360
 NH1360'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1360'RECOVERED IN GOOD CONDITION.
 NH1360
 NH1360                          STATION RECOVERY (1996)
 NH1360
 NH1360'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1360'RECOVERED AS DESCRIBED.
 NH1360
 NH1360                          STATION RECOVERY (2000)
 NH1360
 NH1360'RECOVERY NOTE BY AYRES ASSOCIATES 2000
 NH1360'RECOVERED AS DESCRIBED.
 NH1360
 NH1360                          STATION RECOVERY (2001)
 NH1360
 NH1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1360'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0872 ***********************************************************************
 OM0872  DESIGNATION -  COLLEGE
 OM0872  PID         -  OM0872
 OM0872  STATE/COUNTY-  WI/JEFFERSON
 OM0872  COUNTRY     -  US
 OM0872  USGS QUAD   -  WATERTOWN (2018)
 OM0872
 OM0872                         *CURRENT SURVEY CONTROL
 OM0872  ______________________________________________________________________
 OM0872* NAD 83(1991) POSITION- 43 11 14.68284(N) 088 42 35.92103(W)   ADJUSTED
 OM0872* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 OM0872  ______________________________________________________________________
 OM0872  GEOID HEIGHT    -        -34.702 (meters)                     GEOID18
 OM0872  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 OM0872  HORZ ORDER      -  THIRD
 OM0872
 OM0872.The horizontal coordinates were established by classical geodetic methods
 OM0872.and adjusted by the National Geodetic Survey in November 1991.
 OM0872
 OM0872.The orthometric height was scaled from a topographic map.
 OM0872
 OM0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0872.GEOID18 height accuracy estimate available here.
 OM0872
 OM0872.Click photographs - Photos may exist for this station.
 OM0872
 OM0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0872
 OM0872. The following values were computed from the NAD 83(1991) position.
 OM0872
 OM0872;                    North         East     Units Scale Factor Converg.
 OM0872;SPC WI S     -   132,720.979   704,858.844   MT  0.99993948   +0 53 11.0
 OM0872;SPC WI S     -   435,435.41  2,312,524.39   sFT  0.99993948   +0 53 11.0
 OM0872;UTM  16      - 4,783,046.227   361,045.520   MT  0.99983752   -1 10 13.7
 OM0872
 OM0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0872!SPC WI S     -   0.99996295  x   0.99993948  =   0.99990244
 OM0872!UTM  16      -   0.99996295  x   0.99983752  =   0.99980048
 OM0872
 OM0872:                Primary Azimuth Mark                     Grid Az
 OM0872:SPC WI S     -  COLLEGE AZ MK                            353 51 03.6
 OM0872:UTM  16      -  COLLEGE AZ MK                            355 54 28.3
 OM0872
 OM0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6104583046(NAD 83)
 OM0872
 OM0872|---------------------------------------------------------------------|
 OM0872| PID    Reference Object                     Distance      Geod. Az  |
 OM0872|                                                           dddmmss.s |
 OM0872| CI8425 COLLEGE RM 1                         30.616 METERS 05838     |
 OM0872| CI8426 COLLEGE RM 2                         21.666 METERS 12658     |
 OM0872| OM0877 AIRPORT BCN WATERTOWN MUN APT       APPROX. 2.3 KM 2200119.2 |
 OM0872| OM0876 WATERTOWN ST BERNARDS CATH CH       APPROX. 1.7 KM 2972537.2 |
 OM0872| OM0879 WATERTOWN MUNICIPAL TANK            APPROX. 1.9 KM 2990752.5 |
 OM0872| OM0874 WATERTOWN RADIO STA WTTN MAST       APPROX. 1.5 KM 3031516.3 |
 OM0872| OM0878 WATERTOWN ST MARKS EV LUTH CH       APPROX. 1.1 KM 3194535.5 |
 OM0872| CI8424 COLLEGE AZ MK                                      3544414.6 |
 OM0872|---------------------------------------------------------------------|
 OM0872
 OM0872                          SUPERSEDED SURVEY CONTROL
 OM0872
 OM0872  NAD 83(1986)-  43 11 14.67551(N)    088 42 35.92754(W) AD(       ) 3
 OM0872  NAD 27      -  43 11 14.67810(N)    088 42 35.56010(W) AD(       ) 3
 OM0872
 OM0872.Superseded values are not recommended for survey control.
 OM0872
 OM0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0872.See file dsdata.pdf to determine how the superseded data were derived.
 OM0872
 OM0872_MARKER: DS = TRIANGULATION STATION DISK
 OM0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0872_STAMPING: COLLEGE 1957
 OM0872_MARK LOGO: CGS
 OM0872_PROJECTION: FLUSH
 OM0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0872+STABILITY: SURFACE MOTION
 OM0872
 OM0872  HISTORY     - Date     Condition        Report By
 OM0872  HISTORY     - 1957     MONUMENTED       CGS
 OM0872  HISTORY     - 1979     MARK NOT FOUND   ALSTER
 OM0872  HISTORY     - 19941008 GOOD             USPSQD
 OM0872  HISTORY     - 20060907 MARK NOT FOUND   USPSQD
 OM0872
 OM0872                          STATION DESCRIPTION
 OM0872
 OM0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0872'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF WATERTOWN
 OM0872'ON THE GROUNDS OF NORTHWESTERN COLLEGE.  IT IS 119 FEET
 OM0872'NORTHEAST OF THE INTERSECTION OF WESTERN AVENUE AND TOWER
 OM0872'ROAD, 106 FEET EAST OF THE SOUTHEAST CORNER OF A BRICK DORMITORY,
 OM0872'42 FEET EAST OF THE CENTERLINE OF TOWER ROAD AND 22 FEET
 OM0872'SOUTHEAST OF A 20 INCH ASH TREE.  THE MONUMENT IS FLUSH AND
 OM0872'THE DISK IS STAMPED COLLEGE 1957.
 OM0872'
 OM0872'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON TOWER
 OM0872'ROAD FOR 0.05 MILE TO THE END OF THE PAVEMENT.  AT THIS
 OM0872'POINT CONTINUE NORTH ACROSS THE FOOTBALL FIELD FOR 0.1 MILE
 OM0872'TO THE NORTHEAST CORNER OF THE FIELD AND THE AZIMUTH MARK
 OM0872'AS DESCRIBED.
 OM0872'
 OM0872'REFERENCE MARK 1 IS SET IN THE CENTER OF A SECTION OF BEDROCK
 OM0872'WITH AN UNCOVERED SURFACE OF 12 INCHES SQUARE AND PROJECTS
 OM0872'3 INCHES.  IT IS 106 FEET EAST OF THE CENTERLINE OF TOWER
 OM0872'ROAD, 33 FEET SOUTHEAST OF A 20 INCH TWIN TRUNK WILD CHERRY
 OM0872'TREE AND 32 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME
 OM0872'GARAGE.  THE DISK IS STAMPED COLLEGE NO 1 1957.
 OM0872'
 OM0872'REFERENCE MARK 2 IS 42 FEET NORTH OF THE CENTERLINE OF WESTERN
 OM0872'AVENUE, 21 FEET NORTH OF A POWER LINE POLE AND 7 FEET NORTH
 OM0872'OF THE WEST EDGE OF A CONCRETE AND ROCK RETAINING WALL.  THE
 OM0872'MONUMENT IS FLUSH AND THE DISK IS STAMPED COLLEGE NO 2 1957.
 OM0872'
 OM0872'THE AZIMUTH MARK IS 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OM0872'OF ST. MARYS HOSPITAL BUILDING, 37 FEET WEST OF A POWER
 OM0872'LINE POLE, 2 FEET WEST OF A WHITE WITNESS POST, 1 FOOT SOUTH
 OM0872'OF A TALL WOVEN WIRE FENCE AND IN THE NORTHEAST EDGE OF THE
 OM0872'FOOTBALL FIELD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0872'COLLEGE 1957.
 OM0872'
 OM0872'AT THIS TIME THERE IS A STANDPIPE JUST EAST OF THE STATION
 OM0872'BUT THIS PARTY WAS ASSURED BY MR. IRWIN BILGE, COLLEGE SUPT.,
 OM0872'THAT IT WILL BE TORN DOWN IN THE VERY NEAR FUTURE.
 OM0872'
 OM0872'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 OM0872
 OM0872                          STATION RECOVERY (1979)
 OM0872
 OM0872'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (MFE)
 OM0872'STATION MARK COLLEGE UNDER LAWN - DID NOT DIG UP.
 OM0872'
 OM0872'RM NO. 1 - COLLEGE UNDER LAWN.
 OM0872'
 OM0872'RM NO. 2 - COLLEGE CONDITION - GOOD.
 OM0872'
 OM0872'AZIMUTH - COLLEGE FOUND GOOD.
 OM0872'
 OM0872'STATION MARK, RM NO. 1, - FOUND WITH METAL DETECTOR, DID NOT DIG
 OM0872'UP.
 OM0872'
 OM0872'STATION MARK IS IN FRONT LAWN OF 501 TOWER RD.
 OM0872'
 OM0872'RM NO. 1 IS E OF NE CORNER OF GARAGE AT 501.
 OM0872'
 OM0872'NO CHECK BETWEEN RM NO. 1 AND COLLEGE GARAGE BUILT ON LINE.
 OM0872'
 OM0872'DESCRIPTION ADEQUATE.
 OM0872'
 OM0872'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WATERTOW.
 OM0872
 OM0872                          STATION RECOVERY (1994)
 OM0872
 OM0872'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0872'RECOVERED IN GOOD CONDITION.
 OM0872
 OM0872                          STATION RECOVERY (2006)
 OM0872
 OM0872'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0872'STATION NOT RECOVERED. THE PROPERTY IS NOW OCCUPIED BY LUTHER
 OM0872'PREPARATORY SCHOOL. TOWER ROAD HAS BEEN ALTERED CREATING A PARKING LOT
 OM0872'NEXT TO THE ROAD.  REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1303 ***********************************************************************
 PN1303  DESIGNATION -  COLOMA
 PN1303  PID         -  PN1303
 PN1303  STATE/COUNTY-  WI/WAUSHARA
 PN1303  COUNTRY     -  US
 PN1303  USGS QUAD   -  COLOMA (2018)
 PN1303
 PN1303                         *CURRENT SURVEY CONTROL
 PN1303  ______________________________________________________________________
 PN1303* NAD 83(1991) POSITION- 44 02 39.67545(N) 089 32 15.96689(W)   ADJUSTED
 PN1303* NAVD 88 ORTHO HEIGHT -   352.6   (meters)     1157.    (feet) VERTCON3
 PN1303  ______________________________________________________________________
 PN1303  GEOID HEIGHT    -        -35.969 (meters)                     GEOID18
 PN1303  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 PN1303  HORZ ORDER      -  SECOND
 PN1303
 PN1303.The horizontal coordinates were established by classical geodetic methods
 PN1303.and adjusted by the National Geodetic Survey in November 1991.
 PN1303
 PN1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1303
 PN1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1303.GEOID18 height accuracy estimate available here.
 PN1303
 PN1303.Click photographs - Photos may exist for this station.
 PN1303
 PN1303.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1303
 PN1303. The following values were computed from the NAD 83(1991) position.
 PN1303
 PN1303;                    North         East     Units Scale Factor Converg.
 PN1303;SPC WI S     -   227,218.043   637,045.838   MT  0.99999554   +0 19 03.4
 PN1303;SPC WI S     -   745,464.53  2,090,041.22   sFT  0.99999554   +0 19 03.4
 PN1303;UTM  16      - 4,879,930.540   296,685.979   MT  1.00010843   -1 45 53.6
 PN1303
 PN1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1303!SPC WI S     -   0.99995035  x   0.99999554  =   0.99994589
 PN1303!UTM  16      -   0.99995035  x   1.00010843  =   1.00005878
 PN1303
 PN1303:                Primary Azimuth Mark                     Grid Az
 PN1303:SPC WI S     -  COLOMA MUN TANK                          138 53 26.6
 PN1303:UTM  16      -  COLOMA MUN TANK                          140 58 23.6
 PN1303
 PN1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9668579930(NAD 83)
 PN1303
 PN1303|---------------------------------------------------------------------|
 PN1303| PID    Reference Object                     Distance      Geod. Az  |
 PN1303|                                                           dddmmss.s |
 PN1303| CS5489 COLOMA RM 1                          11.314 METERS 05354     |
 PN1303| PN1102 COLOMA MUN TANK                     APPROX. 1.5 KM 1391230.0 |
 PN1303| CS5490 COLOMA RM 2                          13.144 METERS 14853     |
 PN1303|---------------------------------------------------------------------|
 PN1303
 PN1303                          SUPERSEDED SURVEY CONTROL
 PN1303
 PN1303  NAD 83(1986)-  44 02 39.67266(N)    089 32 15.97548(W) AD(       ) 2
 PN1303  NGVD 29 (03/14/91)  352.6    (m)         1157.     (f) VERT ANG       
 PN1303
 PN1303.Superseded values are not recommended for survey control.
 PN1303
 PN1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1303.See file dsdata.pdf to determine how the superseded data were derived.
 PN1303
 PN1303_MARKER: DE = TRAVERSE STATION DISK
 PN1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1303_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1303+STABILITY: SURFACE MOTION
 PN1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1303+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 PN1303
 PN1303  HISTORY     - Date     Condition        Report By
 PN1303  HISTORY     - 1980     MONUMENTED       WIDT
 PN1303  HISTORY     - 20030519 GOOD             USPSQD
 PN1303
 PN1303                          STATION DESCRIPTION
 PN1303
 PN1303'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1303'THE STATION IS LOCATED ALONG USH 51 ABOUT 13 MILES SOUTHWEST OF
 PN1303'WAUTOMA, 6 MILES SOUTH OF HANCOCK, AND 1 MILE NORTHWEST OF COLOMA.
 PN1303'
 PN1303'TO REACH THE STATION FROM THE JUNCTION OF STH 21 AND USH 51 AT THE
 PN1303'SOUTH EDGE OF COLOMA, GO NORTHWEST ON USH 51 FOR 1.32 MILES TO
 PN1303'INTERSECTION WITH COTTONVILLE LANE.  STATION IS IN SOUTHWEST QUADRANT
 PN1303'OF THIS INTERSECTION.
 PN1303'
 PN1303'THE STATION MARKS ARE STANDARD WIDT DISK STAMPED---COLOMA 1980---.
 PN1303'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1303'MONUMENT WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 101 FEET
 PN1303'SOUTHWEST OF THE CENTER OF USH 51, 54 FEET SOUTH OF THE CENTER OF
 PN1303'COTTONVILLE LANE, 52.5 FEET NORTHEAST OF THE CENTER OF FOURTH AVENUE,
 PN1303'AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 PN1303'IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1303'
 PN1303'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---COLOMA RM 1 1980---
 PN1303'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 PN1303'FLUSH WITH THE GROUND SURFACE.  IT IS 64.5 FEET SOUTHWEST OF THE
 PN1303'CENTER OF USH 51, 46.5 FEET SOUTH OF THE CENTER OF COTTONVILLE LANE,
 PN1303'38.5 FEET WEST OF A METAL WITNESS POST, 35.5 FEET SOUTHWEST OF THE
 PN1303'COTTONVILLE LANE STREET SIGN, AND 0.5 FEET LOWER THAN THE STATION.
 PN1303'
 PN1303'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---COLOMA RM 2 1980---
 PN1303'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 PN1303'FLUSH WITH THE GROUND SURFACE.  IT IS 99.5 FEET SOUTHWEST OF THE
 PN1303'CENTER OF USH 51, 95.5 FEET SOUTH OF THE CENTER OF COTTONVILLE LANE,
 PN1303'43 FEET NORTHEAST OF THE CENTER OF FOURTH AVENUE, 43 FEET SOUTH OF A
 PN1303'METAL WITNESS POST, AND 1.5 FEET LOWER THAN THE STATION.
 PN1303'
 PN1303'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.56 METERS.
 PN1303
 PN1303                          STATION RECOVERY (2003)
 PN1303
 PN1303'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1303'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE
 PN1303'INTERSECTION OF INTERSTATE 39 (HWY 51) AND HIGHWAY 21, GO WEST ON HWY
 PN1303'21 TO 4TH AVENUE.  TURN NORTH TO COTTONVILLE LANE AND THE STATION ON
 PN1303'THE RIGHT.  ADD-- IT IS ABOUT 15 FEET SOUTHWEST OF THE I-39/51 FENCE,
 PN1303'0.5 FEET NORTHEAST OF A WHITE METAL WITNESS POST.  THERE ARE NO
 PN1303'OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 PN1303'
 PN1303'REFERENCE MARKS 1 AND 2 WERE NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1102 ***********************************************************************
 PN1102  DESIGNATION -  COLOMA MUN TANK
 PN1102  PID         -  PN1102
 PN1102  STATE/COUNTY-  WI/WAUSHARA
 PN1102  COUNTRY     -  US
 PN1102  USGS QUAD   -  COLOMA (2018)
 PN1102
 PN1102                         *CURRENT SURVEY CONTROL
 PN1102  ______________________________________________________________________
 PN1102* NAD 83(1991) POSITION- 44 02 02.49119(N) 089 31 31.49266(W)   ADJUSTED
 PN1102  ______________________________________________________________________
 PN1102  GEOID HEIGHT    -        -35.981 (meters)                     GEOID18
 PN1102  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 PN1102  HORZ ORDER      -  THIRD
 PN1102
 PN1102.The horizontal coordinates were established by classical geodetic methods
 PN1102.and adjusted by the National Geodetic Survey in November 1991.
 PN1102
 PN1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1102.GEOID18 height accuracy estimate available here.
 PN1102
 PN1102.Click photographs - Photos may exist for this station.
 PN1102
 PN1102.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1102
 PN1102. The following values were computed from the NAD 83(1991) position.
 PN1102
 PN1102;                    North         East     Units Scale Factor Converg.
 PN1102;SPC WI S     -   226,075.947   638,042.474   MT  0.99999353   +0 19 33.9
 PN1102;SPC WI S     -   741,717.50  2,093,311.02   sFT  0.99999353   +0 19 33.9
 PN1102;UTM  16      - 4,878,752.855   297,640.566   MT  1.00010366   -1 45 21.5
 PN1102
 PN1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9764078752(NAD 83)
 PN1102
 PN1102                          SUPERSEDED SURVEY CONTROL
 PN1102
 PN1102  NAD 83(1986)-  44 02 02.48504(N)    089 31 31.50219(W) AD(       ) 3
 PN1102  NAD 27      -  44 02 02.55903(N)    089 31 31.05971(W) AD(       ) 3
 PN1102
 PN1102.Superseded values are not recommended for survey control.
 PN1102
 PN1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1102.See file dsdata.pdf to determine how the superseded data were derived.
 PN1102
 PN1102_MARKER: 53 = ELEVATED TANK
 PN1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1102+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 PN1102
 PN1102  HISTORY     - Date     Condition        Report By
 PN1102  HISTORY     - 1981     FIRST OBSERVED   NGS
 PN1102  HISTORY     - 20000326 GOOD             USPSQD
 PN1102  HISTORY     - 20030519 GOOD             USPSQD
 PN1102  HISTORY     - 20120725 GOOD             GEOCAC
 PN1102
 PN1102                          STATION DESCRIPTION
 PN1102
 PN1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PN1102'THE STATION, COLOMA MUNICIPAL WATER TANK, IS THE TOP CENTER.
 PN1102'IT IS A SINGULAR COLUMN SPHERIOD, PAINTED SILVER, AND HAS
 PN1102'AN OVERALL HEIGHT OF 36.6 METERS.
 PN1102'
 PN1102'THE STATION IS LOCATED IN THE WEST SECTION OF COLOMA,
 PN1102'0.1 KM (0.05 MI) WEST OF SECOND STREET AND 0.1 KM (0.05 MI)
 PN1102'NORTH OF SOUTH STREET.
 PN1102'OWNERSHIP--TOWN OF COLOMA, COLOMA, WI.
 PN1102
 PN1102                          STATION RECOVERY (2000)
 PN1102
 PN1102'RECOVERY NOTE BY US POWER SQUADRON 2000
 PN1102'RECOVERED IN GOOD CONDITION.
 PN1102
 PN1102                          STATION RECOVERY (2003)
 PN1102
 PN1102'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1102'RECOVERED IN GOOD CONDITION.  ACCESS TO THE STATION ON A DIRT PATH
 PN1102'LEADING WEST OFF OF CHURCH LANE BETWEEN SOUTH STREET AND W. CENTER
 PN1102'STREET.
 PN1102
 PN1102                          STATION RECOVERY (2012)
 PN1102
 PN1102'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 PN1102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5684 ***********************************************************************
 DH5684  DESIGNATION -  COLOMA S GPS AZ MK
 DH5684  PID         -  DH5684
 DH5684  STATE/COUNTY-  WI/WAUSHARA
 DH5684  COUNTRY     -  US
 DH5684  USGS QUAD   -  WESTFIELD WEST (2018)
 DH5684
 DH5684                         *CURRENT SURVEY CONTROL
 DH5684  ______________________________________________________________________
 DH5684* NAD 83(2011) POSITION- 43 59 47.31236(N) 089 31 41.37472(W)   ADJUSTED
 DH5684* NAD 83(2011) ELLIP HT-   274.573 (meters)        (06/27/12)   ADJUSTED
 DH5684* NAD 83(2011) EPOCH   -  2010.00
 DH5684* NAVD 88 ORTHO HEIGHT -   310.518 (meters)     1018.76  (feet) ADJUSTED
 DH5684  ______________________________________________________________________
 DH5684  GEOID HEIGHT    -        -35.944 (meters)                     GEOID18
 DH5684  NAD 83(2011) X  -     37,847.958 (meters)                     COMP
 DH5684  NAD 83(2011) Y  - -4,595,790.054 (meters)                     COMP
 DH5684  NAD 83(2011) Z  -  4,408,000.634 (meters)                     COMP
 DH5684  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 DH5684  DYNAMIC HEIGHT  -        310.450 (meters)     1018.53  (feet) COMP
 DH5684  MODELED GRAVITY -    980,390.2   (mgal)                       NAVD 88
 DH5684
 DH5684  VERT ORDER      -  SECOND    CLASS I
 DH5684
 DH5684  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5684  Standards:
 DH5684         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5684            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5684  -------------------------------------------------------------------
 DH5684  NETWORK    0.20   0.29           0.09   0.07   0.15      0.12097596
 DH5684  -------------------------------------------------------------------
 DH5684  Click here for local accuracies and other accuracy information.
 DH5684
 DH5684.The horizontal coordinates were established by GPS observations
 DH5684.and adjusted by the National Geodetic Survey in June 2012.
 DH5684
 DH5684.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5684.been affixed to the stable North American tectonic plate. See 
 DH5684.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5684
 DH5684.The horizontal coordinates are valid at the epoch date displayed above
 DH5684.which is a decimal equivalence of Year/Month/Day.
 DH5684
 DH5684.The orthometric height was determined by differential leveling and
 DH5684.adjusted by the WI DEPT OF TRANSP
 DH5684.in May 2012.
 DH5684
 DH5684.No vertical observational check was made to the station.
 DH5684
 DH5684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5684.GEOID18 height accuracy estimate available here.
 DH5684
 DH5684.Click photographs - Photos may exist for this station.
 DH5684
 DH5684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5684
 DH5684.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5684
 DH5684.The ellipsoidal height was determined by GPS observations
 DH5684.and is referenced to NAD 83.
 DH5684
 DH5684.The dynamic height is computed by dividing the NAVD 88
 DH5684.geopotential number by the normal gravity value computed on the
 DH5684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5684.degrees latitude (g = 980.6199 gals.).
 DH5684
 DH5684.The modeled gravity was interpolated from observed gravity values.
 DH5684
 DH5684. The following values were computed from the NAD 83(2011) position.
 DH5684
 DH5684;                    North         East     Units Scale Factor Converg.
 DH5684;SPC WI S     -   221,902.567   637,846.046   MT  0.99998650   +0 19 27.1
 DH5684;SPC WI S     -   728,025.34  2,092,666.57   sFT  0.99998650   +0 19 27.1
 DH5684;UTM  16      - 4,874,588.886   297,292.648   MT  1.00010540   -1 45 24.1
 DH5684
 DH5684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5684!SPC WI S     -   0.99995695  x   0.99998650  =   0.99994345
 DH5684!UTM  16      -   0.99995695  x   1.00010540  =   1.00006234
 DH5684
 DH5684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9729274588(NAD 83)
 DH5684
 DH5684                          SUPERSEDED SURVEY CONTROL
 DH5684
 DH5684  NAD 83(2007)-  43 59 47.31241(N)    089 31 41.37554(W) AD(2002.00) 0
 DH5684  ELLIP H (02/10/07)  274.608  (m)                       GP(2002.00)    
 DH5684  NAD 83(1997)-  43 59 47.31247(N)    089 31 41.37589(W) AD(       ) 1
 DH5684  ELLIP H (08/01/05)  274.612  (m)                       GP(       ) 2 1
 DH5684  NAVD 88             310.50   (m)         1018.7    (f) LEVELING    3  
 DH5684  NAVD 88 (04/20/07)  310.497  (m)         1018.69   (f) SUPERSEDED  2 1
 DH5684
 DH5684.Superseded values are not recommended for survey control.
 DH5684
 DH5684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5684.See file dsdata.pdf to determine how the superseded data were derived.
 DH5684
 DH5684_MARKER: DZ = AZIMUTH MARK DISK
 DH5684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5684_STAMPING: COLOMA S GPS
 DH5684_MARK LOGO: WIDT
 DH5684_PROJECTION: RECESSED 8 CENTIMETERS
 DH5684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5684+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2007
 DH5684
 DH5684  HISTORY     - Date     Condition        Report By
 DH5684  HISTORY     - UNK      MONUMENTED       WI-137
 DH5684  HISTORY     - 20030826 GOOD             WIDT
 DH5684  HISTORY     - 20051228 GOOD             WIDT
 DH5684  HISTORY     - 20070516 GOOD             JCLS
 DH5684  HISTORY     - 20071127 GOOD             WIDT
 DH5684
 DH5684                          STATION DESCRIPTION
 DH5684
 DH5684'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5684'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5684'COUNTY  HIGHWAY H WITH COUNTY HIGHWAY CC ABOUT 3 MI SOUTH OF THE
 DH5684'VILLAGE OF COLOMA, GO WEST  ON COUNTY HIGHWAY CC FOR 0.3 MI TO THE
 DH5684'STATION ON THE LEFT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT OF
 DH5684'TRANSPORTATION AZIMUTH MARK DISK SET IN THE TOP OF  A 45-CM CONCRETE
 DH5684'POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.1 M
 DH5684'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY CC, 56 M WEST OF THE
 DH5684'EXTENDED CENTERLINE OF  PRIVATE ENTRANCE --W13002--, 17.4 M SOUTH OF
 DH5684'POWER POLE --CO4 65--, 3 M NORTH OF A  CULTIVATED FIELD, 0.4 M NORTH
 DH5684'OF A WHITE PLASTIC WITNESS POST AND 1.0 M WEST, EAST OF TWO  ORANGE
 DH5684'4X4 PLASTIC WITNESS POSTS.  ---NOTE--- THIS STATION  HAS NO VISIBLE
 DH5684'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH5684
 DH5684                          STATION RECOVERY (2005)
 DH5684
 DH5684'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5684'RECOVERED AS DESCRIBED.
 DH5684
 DH5684                          STATION RECOVERY (2007)
 DH5684
 DH5684'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 DH5684'RECOVERED IN GOOD CONDITION.
 DH5684
 DH5684                          STATION RECOVERY (2007)
 DH5684
 DH5684'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5684'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.9 M SOUTHWEST OF
 DH5684'A YELLOW FIBERGLASS --CAUTION GAS PIPELINE-- POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0398 ***********************************************************************
 QN0398  DESIGNATION -  COLONEL
 QN0398  PID         -  QN0398
 QN0398  STATE/COUNTY-  WI/PRICE
 QN0398  COUNTRY     -  US
 QN0398  USGS QUAD   -  HAWKINS (2018)
 QN0398
 QN0398                         *CURRENT SURVEY CONTROL
 QN0398  ______________________________________________________________________
 QN0398* NAD 83(1991) POSITION- 45 31 02.46653(N) 090 38 34.32975(W)   ADJUSTED
 QN0398* NAVD 88 ORTHO HEIGHT -   442.042 (meters)     1450.27  (feet) ADJUSTED
 QN0398  ______________________________________________________________________
 QN0398  GEOID HEIGHT    -        -30.439 (meters)                     GEOID18
 QN0398  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 QN0398  DYNAMIC HEIGHT  -        442.022 (meters)     1450.20  (feet) COMP
 QN0398  MODELED GRAVITY -    980,557.0   (mgal)                       NAVD 88
 QN0398
 QN0398  HORZ ORDER      -  FIRST
 QN0398  VERT ORDER      -  FIRST     CLASS II
 QN0398
 QN0398.The horizontal coordinates were established by classical geodetic methods
 QN0398.and adjusted by the National Geodetic Survey in November 1991.
 QN0398
 QN0398.The orthometric height was determined by differential leveling and
 QN0398.adjusted by the NATIONAL GEODETIC SURVEY
 QN0398.in June 1991.
 QN0398
 QN0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0398.GEOID18 height accuracy estimate available here.
 QN0398
 QN0398.Click photographs - Photos may exist for this station.
 QN0398
 QN0398.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0398
 QN0398.The dynamic height is computed by dividing the NAVD 88
 QN0398.geopotential number by the normal gravity value computed on the
 QN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0398.degrees latitude (g = 980.6199 gals.).
 QN0398
 QN0398.The modeled gravity was interpolated from observed gravity values.
 QN0398
 QN0398. The following values were computed from the NAD 83(1991) position.
 QN0398
 QN0398;                    North         East     Units Scale Factor Converg.
 QN0398;SPC WI N     -    39,179.831   549,770.091   MT  1.00000932   -0 27 49.5
 QN0398;SPC WI N     -   128,542.50  1,803,704.04   sFT  1.00000932   -0 27 49.5
 QN0398;SPC WI C     -   187,332.851   549,770.367   MT  1.00000335   -0 27 12.9
 QN0398;SPC WI C     -   614,607.86  1,803,704.95   sFT  1.00000335   -0 27 12.9
 QN0398;UTM  15      - 5,043,126.786   684,097.633   MT  1.00001671   +1 40 55.9
 QN0398
 QN0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0398!SPC WI N     -   0.99993547  x   1.00000932  =   0.99994479
 QN0398!SPC WI C     -   0.99993547  x   1.00000335  =   0.99993882
 QN0398!UTM  15      -   0.99993547  x   1.00001671  =   0.99995218
 QN0398
 QN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8409743126(NAD 83)
 QN0398
 QN0398|---------------------------------------------------------------------|
 QN0398| PID    Reference Object                     Distance      Geod. Az  |
 QN0398|                                                           dddmmss.s |
 QN0398| CJ4448 COLONEL RM                           21.020 METERS 27307     |
 QN0398|---------------------------------------------------------------------|
 QN0398
 QN0398                          SUPERSEDED SURVEY CONTROL
 QN0398
 QN0398  NAD 83(1986)-  45 31 02.46229(N)    090 38 34.32531(W) AD(       ) 1
 QN0398  NAD 27      -  45 31 02.57600(N)    090 38 33.80300(W) AD(       ) 1
 QN0398  USSD        -  45 31 02.87900(N)    090 38 33.54900(W) AD(       ) 3
 QN0398
 QN0398.Superseded values are not recommended for survey control.
 QN0398
 QN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0398.See file dsdata.pdf to determine how the superseded data were derived.
 QN0398
 QN0398_MARKER: DS = TRIANGULATION STATION DISK
 QN0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0398_STAMPING: COLONEL 1921
 QN0398_MARK LOGO: CGS
 QN0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0398+STABILITY: SURFACE MOTION
 QN0398
 QN0398  HISTORY     - Date     Condition        Report By
 QN0398  HISTORY     - 1921     MONUMENTED       CGS
 QN0398  HISTORY     - 1952     MARK NOT FOUND   CGS
 QN0398  HISTORY     - 20040720 MARK NOT FOUND   WIDT
 QN0398
 QN0398                          STATION DESCRIPTION
 QN0398
 QN0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0398'STATION IS ABOUT 3-3/4 MILES W OF KENNAN ON THE S SIDE OF THE
 QN0398'TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY
 QN0398'ON THE EXTENSION OF THE N RAIL FROM THE E AND W AT THE SECOND
 QN0398'CURVE E OF KENNAN, AND IS 2.775 METERS (9.11 FEET) S OF S RAIL.
 QN0398'REFERENCE MARK IS ON OPPOSITE SIDE OF TRACK.
 QN0398'
 QN0398'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0398'DISKS SET IN CONCRETE.
 QN0398
 QN0398                          STATION RECOVERY (1952)
 QN0398
 QN0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0398'NEITHER STATION MARK NOR THE REFERENCE MARK WAS RECOVERED.
 QN0398'IT IS POSSIBLE THAT THESE MARKS ARE COVERED OVER BY RAISING
 QN0398'OF THE RAILROAD GRADE AT THE LOCATIONS.
 QN0398
 QN0398                          STATION RECOVERY (2004)
 QN0398
 QN0398'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0398'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7070 ***********************************************************************
 DN7070  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7070  DESIGNATION -  COLUMBIA HEIGHTS GPS
 DN7070  PID         -  DN7070
 DN7070  STATE/COUNTY-  WI/PEPIN
 DN7070  COUNTRY     -  US
 DN7070  USGS QUAD   -  ELLA (2018)
 DN7070
 DN7070                         *CURRENT SURVEY CONTROL
 DN7070  ______________________________________________________________________
 DN7070* NAD 83(2011) POSITION- 44 33 32.84453(N) 092 05 07.58206(W)   ADJUSTED
 DN7070* NAD 83(2011) ELLIP HT-   312.396 (meters)        (04/15/13)   ADJUSTED
 DN7070* NAD 83(2011) EPOCH   -  2010.00
 DN7070* NAVD 88 ORTHO HEIGHT -   342.75  (meters)     1124.5   (feet) GPS OBS
 DN7070  ______________________________________________________________________
 DN7070  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7070  GEOID HEIGHT    -        -30.351 (meters)                     GEOID12A
 DN7070  GEOID HEIGHT    -        -30.359 (meters)                     GEOID18
 DN7070  NAD 83(2011) X  -   -165,657.908 (meters)                     COMP
 DN7070  NAD 83(2011) Y  - -4,549,308.350 (meters)                     COMP
 DN7070  NAD 83(2011) Z  -  4,452,791.027 (meters)                     COMP
 DN7070  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 DN7070
 DN7070  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7070  Standards:
 DN7070         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7070            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7070  -------------------------------------------------------------------
 DN7070  NETWORK    0.60   1.14           0.28   0.20   0.58      0.09391453
 DN7070  -------------------------------------------------------------------
 DN7070  Click here for local accuracies and other accuracy information.
 DN7070
 DN7070.The horizontal coordinates were established by GPS observations
 DN7070.and adjusted by the National Geodetic Survey in April 2013.
 DN7070
 DN7070.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7070.been affixed to the stable North American tectonic plate. See 
 DN7070.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7070
 DN7070.The horizontal coordinates are valid at the epoch date displayed above
 DN7070.which is a decimal equivalence of Year/Month/Day.
 DN7070
 DN7070.The orthometric height was determined by GPS observations and a
 DN7070.high-resolution geoid model using precise GPS observation and
 DN7070.processing techniques.
 DN7070
 DN7070.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7070.GEOID18 height accuracy estimate available here.
 DN7070
 DN7070.Click photographs - Photos may exist for this station.
 DN7070
 DN7070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7070
 DN7070.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7070
 DN7070.The ellipsoidal height was determined by GPS observations
 DN7070.and is referenced to NAD 83.
 DN7070
 DN7070. The following values were computed from the NAD 83(2011) position.
 DN7070
 DN7070;                    North         East     Units Scale Factor Converg.
 DN7070;SPC WI C     -    82,775.659   434,339.124   MT  0.99995593   -1 28 17.2
 DN7070;SPC WI C     -   271,573.14  1,424,994.28   sFT  0.99995593   -1 28 17.2
 DN7070;UTM  15      - 4,934,383.252   572,632.044   MT  0.99966487   +0 38 30.2
 DN7070
 DN7070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7070!SPC WI C     -   0.99995102  x   0.99995593  =   0.99990695
 DN7070!UTM  15      -   0.99995102  x   0.99966487  =   0.99961591
 DN7070
 DN7070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7263234383(NAD 83)
 DN7070
 DN7070                          SUPERSEDED SURVEY CONTROL
 DN7070
 DN7070  NAD 83(2007)-  44 33 32.84454(N)    092 05 07.58278(W) AD(2002.00) 1
 DN7070  ELLIP H (04/06/12)  312.418  (m)                       GP(2002.00) 1 1
 DN7070
 DN7070.Superseded values are not recommended for survey control.
 DN7070
 DN7070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7070.See file dsdata.pdf to determine how the superseded data were derived.
 DN7070
 DN7070_MARKER: DD = SURVEY DISK
 DN7070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7070_STAMPING: COLUMBIA HEIGHTS GPS 2005
 DN7070_MARK LOGO: WIDT
 DN7070_PROJECTION: FLUSH
 DN7070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7070+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 DN7070
 DN7070  HISTORY     - Date     Condition        Report By
 DN7070  HISTORY     - 2004     MONUMENTED       WIDT
 DN7070  HISTORY     - 20070815 GOOD             WIDT
 DN7070
 DN7070                          STATION DESCRIPTION
 DN7070
 DN7070'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7070'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY SS WITH
 DN7070'COUNTY HIGHWAY D TO THE SOUTH ABOUT 6 MI (9.7 KM) SOUTHWEST OF THE
 DN7070'CITY OF DURAND, GO SOUTHERLY ON COUNTY HIGHWAY D FOR 2.5 MI (4.0 KM)
 DN7070'TO STEWART LANE ON THE RIGHT.  CONTINUE SOUTHWEST ON COUNTY HIGHWAY D
 DN7070'FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT.
 DN7070'
 DN7070'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7070'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7070'INCH) DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT-OF-WAY ABOUT
 DN7070'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.7 M (31.8 FT) SOUTH
 DN7070'OF THE CENTERLINE OF COUNTY HIGHWAY D, 76 M (249.3 FT) EAST-SOUTHEAST
 DN7070'OF A POWER PEDESTAL -14-1-2-, 24.5 M (80.4 FT) WEST OF A GREEN METAL
 DN7070'POST -N4152-, 2 M (6.6 FT) NORTH OF AN AGRICULTURAL FIELD AND 1.0 M
 DN7070'(3.3 FT) SOUTH, NORTHEAST AND NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DN7070'WITNESS POST.
 DN7070'
 DN7070'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7070'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1032 ***********************************************************************
 OM1032  DESIGNATION -  COLUMBUS
 OM1032  PID         -  OM1032
 OM1032  STATE/COUNTY-  WI/COLUMBIA
 OM1032  COUNTRY     -  US
 OM1032  USGS QUAD   -  COLUMBUS (2018)
 OM1032
 OM1032                         *CURRENT SURVEY CONTROL
 OM1032  ______________________________________________________________________
 OM1032* NAD 83(1991) POSITION- 43 20 41.57137(N) 089 01 05.44439(W)   ADJUSTED
 OM1032* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 OM1032  ______________________________________________________________________
 OM1032  GEOID HEIGHT    -        -35.106 (meters)                     GEOID18
 OM1032  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 OM1032  HORZ ORDER      -  SECOND
 OM1032
 OM1032.The horizontal coordinates were established by classical geodetic methods
 OM1032.and adjusted by the National Geodetic Survey in November 1991.
 OM1032
 OM1032.The orthometric height was scaled from a topographic map.
 OM1032
 OM1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1032.GEOID18 height accuracy estimate available here.
 OM1032
 OM1032.Click photographs - Photos may exist for this station.
 OM1032
 OM1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1032
 OM1032. The following values were computed from the NAD 83(1991) position.
 OM1032
 OM1032;                    North         East     Units Scale Factor Converg.
 OM1032;SPC WI S     -   149,871.857   679,602.245   MT  0.99993303   +0 40 28.6
 OM1032;SPC WI S     -   491,704.58  2,229,661.70   sFT  0.99993303   +0 40 28.6
 OM1032;UTM  16      - 4,801,092.246   336,422.567   MT  0.99992915   -1 23 08.0
 OM1032
 OM1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1032!SPC WI S     -   0.99996458  x   0.99993303  =   0.99989762
 OM1032!UTM  16      -   0.99996458  x   0.99992915  =   0.99989374
 OM1032
 OM1032:                Primary Azimuth Mark                     Grid Az
 OM1032:SPC WI S     -  COLUMBUS AZ MK                           241 36 37.1
 OM1032:UTM  16      -  COLUMBUS AZ MK                           243 40 13.7
 OM1032
 OM1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3642201092(NAD 83)
 OM1032
 OM1032|---------------------------------------------------------------------|
 OM1032| PID    Reference Object                     Distance      Geod. Az  |
 OM1032|                                                           dddmmss.s |
 OM1032| OM1029 COLUMBUS STOKELY VAN CAMP STK       APPROX. 0.9 KM 1294201.6 |
 OM1032| OM1028 COLUMBUS ST JEROMES CATH CH SP      148.042 METERS 15128     |
 OM1032| OM1027 COLUMBUS ZION EV LUTH CH SPIRE      APPROX. 0.5 KM 1555452.6 |
 OM1032| CI8431 COLUMBUS RM 1                        21.608 METERS 20749     |
 OM1032| OM1026 COLUMBUS MUNICIPAL WATER TOWER       47.975 METERS 22540     |
 OM1032| CI8430 COLUMBUS AZ MK                                     2421705.7 |
 OM1032| OM1025 COLUMBUS THE BORDEN CO STACK        339.965 METERS 26540     |
 OM1032| CI8432 COLUMBUS RM 2                        21.780 METERS 31303     |
 OM1032| OM1021 FALL RIVER MUNICIPAL TANK           APPROX. 5.4 KM 3323535.6 |
 OM1032|---------------------------------------------------------------------|
 OM1032
 OM1032                          SUPERSEDED SURVEY CONTROL
 OM1032
 OM1032  NAD 83(1986)-  43 20 41.56361(N)    089 01 05.45040(W) AD(       ) 2
 OM1032  NAD 27      -  43 20 41.59910(N)    089 01 05.05500(W) AD(       ) 2
 OM1032
 OM1032.Superseded values are not recommended for survey control.
 OM1032
 OM1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1032.See file dsdata.pdf to determine how the superseded data were derived.
 OM1032
 OM1032_MARKER: DS = TRIANGULATION STATION DISK
 OM1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1032_STAMPING: COLUMBUS 1958
 OM1032_MARK LOGO: CGS
 OM1032_PROJECTION: FLUSH
 OM1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1032+STABILITY: SURFACE MOTION
 OM1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM1032+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 OM1032
 OM1032  HISTORY     - Date     Condition        Report By
 OM1032  HISTORY     - 1958     MONUMENTED       CGS
 OM1032  HISTORY     - 20030820 GOOD             WIDT
 OM1032
 OM1032                          STATION DESCRIPTION
 OM1032
 OM1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1032'THE STATION IS IN THE NORTH PART OF COLUMBUS, NEAR THE MUNICIPAL
 OM1032'WATER TOWER AND ON THE PROPERTY OF MR. CHARLES RUECKHEIN.
 OM1032'IT IS 145 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE WATER
 OM1032'TOWER, 70 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A SILO, 24
 OM1032'FEET WEST OF A T-FENCE CORNER AND 15 FEET SOUTHWEST OF A WHITE
 OM1032'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1032'COLUMBUS 1958.
 OM1032'
 OM1032'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 151
 OM1032'AND 16 IN COLUMBUS, GO NORTHWEST ON HIGHWAY 16 FOR 0.35
 OM1032'MILE TO A CROSS STREET.  *TURN RIGHT AND GO NORTHEAST ON NORTH
 OM1032'LEWIS STREET FOR 0.15 MILE TO A DRIVEWAY LEFT, JUST AFTER
 OM1032'CROSSING A RAILROAD OVERPASS.  TURN LEFT AND GO NORTHWEST
 OM1032'ON THE DRIVEWAY FOR 0.1 MILE TO THE MUNICIPAL WATER TOWER
 OM1032'ON THE RIGHT AND THE STATION NORTHEAST OF THE WATER TOWER.
 OM1032'
 OM1032'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHWEST
 OM1032'ON HIGHWAY 16 FOR 0.15 TO A SERVICE STATION AND THE AZIMUTH MARK
 OM1032'ON THE LEFT.
 OM1032'
 OM1032'REFERENCE MARK 1 IS 18 FEET NORTHEAST OF THE NORTHEAST CORNER
 OM1032'OF A FRAME BUILDING, AND 1 FOOT SOUTHWEST OF A WIRE FENCE.
 OM1032'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED COLUMBUS
 OM1032'NO 1 1958.
 OM1032'
 OM1032'REFERENCE MARK 2 IS 21 FEET NORTHEAST OF THE NORTHEAST SIDE
 OM1032'OF A RAMP INTO A BARN, AND 3 FEET SOUTH OF THE SOUTH SIDE OF A
 OM1032'SILO.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 OM1032'COLUMBUS NO 2 1958.
 OM1032'
 OM1032'THE AZIMUTH MARK IS 53 FEET NORTHWEST OF THE NORTHWEST CORNER
 OM1032'OF A SERVICE STATION, 35 FEET NORTH OF THE NORTHEAST CORNER
 OM1032'OF A FRAME HOUSE NUMBERED 825, 23 FEET SOUTH OF THE CENTERLINE
 OM1032'OF HIGHWAY 16 AND 1 FOOT SOUTH OF THE SOUTH CURB OF THE HIGHWAY.
 OM1032'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COLUMBUS 1958.
 OM1032'
 OM1032'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM1032
 OM1032                          STATION RECOVERY (2003)
 OM1032
 OM1032'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (GRS)
 OM1032'RECOVERED IN GOOD CONDITION IN LAWN AREA.  NEARBY TREES MAY RESTRICT
 OM1032'GPS USE SOON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5546 ***********************************************************************
 DH5546  DESIGNATION -  COLUMBUS CENTRAL GPS
 DH5546  PID         -  DH5546
 DH5546  STATE/COUNTY-  WI/COLUMBIA
 DH5546  COUNTRY     -  US
 DH5546  USGS QUAD   -  COLUMBUS (2018)
 DH5546
 DH5546                         *CURRENT SURVEY CONTROL
 DH5546  ______________________________________________________________________
 DH5546* NAD 83(2011) POSITION- 43 19 27.11740(N) 089 02 56.48096(W)   ADJUSTED
 DH5546* NAD 83(2011) ELLIP HT-   234.289 (meters)        (06/27/12)   ADJUSTED
 DH5546* NAD 83(2011) EPOCH   -  2010.00
 DH5546* NAVD 88 ORTHO HEIGHT -   269.355 (meters)      883.71  (feet) ADJUSTED
 DH5546  ______________________________________________________________________
 DH5546  GEOID HEIGHT    -        -35.065 (meters)                     GEOID18
 DH5546  NAD 83(2011) X  -     77,133.979 (meters)                     COMP
 DH5546  NAD 83(2011) Y  - -4,646,845.543 (meters)                     COMP
 DH5546  NAD 83(2011) Z  -  4,353,934.194 (meters)                     COMP
 DH5546  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 DH5546  DYNAMIC HEIGHT  -        269.287 (meters)      883.49  (feet) COMP
 DH5546  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 DH5546
 DH5546  VERT ORDER      -  SECOND    CLASS I
 DH5546
 DH5546  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5546  Standards:
 DH5546         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5546            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5546  -------------------------------------------------------------------
 DH5546  NETWORK    0.20   0.29           0.09   0.07   0.15      0.06413243
 DH5546  -------------------------------------------------------------------
 DH5546  Click here for local accuracies and other accuracy information.
 DH5546
 DH5546.The horizontal coordinates were established by GPS observations
 DH5546.and adjusted by the National Geodetic Survey in June 2012.
 DH5546
 DH5546.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5546.been affixed to the stable North American tectonic plate. See 
 DH5546.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5546
 DH5546.The horizontal coordinates are valid at the epoch date displayed above
 DH5546.which is a decimal equivalence of Year/Month/Day.
 DH5546
 DH5546.The orthometric height was determined by differential leveling and
 DH5546.adjusted by the WI DEPT OF TRANSP
 DH5546.in May 2012.
 DH5546
 DH5546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5546.GEOID18 height accuracy estimate available here.
 DH5546
 DH5546.Click photographs - Photos may exist for this station.
 DH5546
 DH5546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5546
 DH5546.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5546
 DH5546.The ellipsoidal height was determined by GPS observations
 DH5546.and is referenced to NAD 83.
 DH5546
 DH5546.The dynamic height is computed by dividing the NAVD 88
 DH5546.geopotential number by the normal gravity value computed on the
 DH5546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5546.degrees latitude (g = 980.6199 gals.).
 DH5546
 DH5546.The modeled gravity was interpolated from observed gravity values.
 DH5546
 DH5546. The following values were computed from the NAD 83(2011) position.
 DH5546
 DH5546;                    North         East     Units Scale Factor Converg.
 DH5546;SPC WI S     -   147,545.462   677,127.886   MT  0.99993345   +0 39 12.3
 DH5546;SPC WI S     -   484,072.07  2,221,543.74   sFT  0.99993345   +0 39 12.3
 DH5546;UTM  16      - 4,798,856.291   333,866.183   MT  0.99993952   -1 24 22.3
 DH5546
 DH5546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5546!SPC WI S     -   0.99996326  x   0.99993345  =   0.99989671
 DH5546!UTM  16      -   0.99996326  x   0.99993952  =   0.99990278
 DH5546
 DH5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3386698856(NAD 83)
 DH5546
 DH5546                          SUPERSEDED SURVEY CONTROL
 DH5546
 DH5546  NAD 83(2007)-  43 19 27.11743(N)    089 02 56.48182(W) AD(2002.00) 0
 DH5546  ELLIP H (02/10/07)  234.324  (m)                       GP(2002.00)    
 DH5546  NAD 83(1997)-  43 19 27.11730(N)    089 02 56.48219(W) AD(       ) 1
 DH5546  ELLIP H (08/01/05)  234.327  (m)                       GP(       ) 2 1
 DH5546  NAVD 88             269.33   (m)          883.6    (f) LEVELING    3  
 DH5546  NAVD 88 (04/20/07)  269.332  (m)          883.63   (f) SUPERSEDED  2 1
 DH5546
 DH5546.Superseded values are not recommended for survey control.
 DH5546
 DH5546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5546.See file dsdata.pdf to determine how the superseded data were derived.
 DH5546
 DH5546_MARKER: DD = SURVEY DISK
 DH5546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5546_STAMPING: COLUMBUS CENTRAL GPS 1994
 DH5546_MARK LOGO: WI-021
 DH5546_PROJECTION: FLUSH
 DH5546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5546+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2017
 DH5546
 DH5546  HISTORY     - Date     Condition        Report By
 DH5546  HISTORY     - 1994     MONUMENTED       WI-021
 DH5546  HISTORY     - 20030807 GOOD             WIDT
 DH5546  HISTORY     - 20051228 GOOD             WIDT
 DH5546  HISTORY     - 20080428 GOOD             WIDT
 DH5546  HISTORY     - 20101101 GOOD             JCLS
 DH5546  HISTORY     - 20170520 GOOD             WOOLPT
 DH5546
 DH5546                          STATION DESCRIPTION
 DH5546
 DH5546'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5546'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5546'US HIGHWAY  151 WITH STATE HIGHWAY 73 ABOUT 1 MI SOUTHWEST OF THE
 DH5546'VILLAGE OF COLUMBUS, GO  SOUTHWEST ON STATE HIGHWAY 73 FOR 0.5 MI TO
 DH5546'BRISTOL ROAD ON THE RIGHT, TURN RIGHT AND  GO WEST ON BRISTOL ROAD FOR
 DH5546'0.7 MI TO SCHAEFER ROAD, TURN RIGHT AND GO NORTH ON  SCHAEFER ROAD FOR
 DH5546'0.5 MI TO COUNTY HIGHWAY K, TURN RIGHT AND GO EAST ON COUNTY  HIGHWAY
 DH5546'K FOR 1.1 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5546'COLUMBIA  COUNTY GEODEDIC CONTROL MARKER DISK SET IN THE TOP OF A
 DH5546'45-CM DIAMETER CONCRETE POST  ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5546'THE STATION IS 11.7 M SOUTH-SOUTHWEST OF THE  CENTERLINE OF COUNTY
 DH5546'HIGHWAY K, 32.7 M SOUTH OF POWER POLE --6C/01/97--, 6.3 M NORTHEAST
 DH5546'OF A STEEL POST FOR A --R/W-- SIGN, 6 M EAST OF A FIELD ENTRANCE, 2 M
 DH5546'NORTHWEST OF A  CULTIVATED FIELD, 0.4 M NORTH OF A WHITE PLASTIC
 DH5546'WITNESS POST AND 1.0 M WEST, NORTH,  SOUTH OF THREE ORANGE 4X4 PLASTIC
 DH5546'WITNESS POSTS.  ---NOTE---THIS STATION  HAS NO VISIBLE OBSTRUCTIONS
 DH5546'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DH5546
 DH5546                          STATION RECOVERY (2005)
 DH5546
 DH5546'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5546'RECOVERED AS DESCRIBED.
 DH5546
 DH5546                          STATION RECOVERY (2008)
 DH5546
 DH5546'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5546'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.25 MILE SOUTHWEST
 DH5546'OF THE CENTER OF THE COUNTY HIGHWAY K BRIDGE OVER US HIGHWAY 51 AND
 DH5546'19.0 M SOUTHEAST OF A --LEAVING COLUMBUS CITY LIMITS-- METAL SIGN.
 DH5546
 DH5546                          STATION RECOVERY (2010)
 DH5546
 DH5546'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DH5546'RECOVERED IN GOOD CONDITION.
 DH5546
 DH5546                          STATION RECOVERY (2017)
 DH5546
 DH5546'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2017 (CC)
 DH5546'RECOVERED AS DESCRIBED EXCEPT THE PLASTIC WITNESS POSTS ARE MISSING
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1031 ***********************************************************************
 OM1031  DESIGNATION -  COLUMBUS CITY HALL CUPOLA
 OM1031  PID         -  OM1031
 OM1031  STATE/COUNTY-  WI/COLUMBIA
 OM1031  COUNTRY     -  US
 OM1031  USGS QUAD   -  COLUMBUS (2018)
 OM1031
 OM1031                         *CURRENT SURVEY CONTROL
 OM1031  ______________________________________________________________________
 OM1031* NAD 83(1991) POSITION- 43 20 21.20464(N) 089 00 56.60060(W)   ADJUSTED
 OM1031  ______________________________________________________________________
 OM1031  GEOID HEIGHT    -        -35.095 (meters)                     GEOID18
 OM1031  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 OM1031  HORZ ORDER      -  THIRD
 OM1031
 OM1031.The horizontal coordinates were established by classical geodetic methods
 OM1031.and adjusted by the National Geodetic Survey in November 1991.
 OM1031
 OM1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1031.GEOID18 height accuracy estimate available here.
 OM1031
 OM1031.Click photographs - Photos may exist for this station.
 OM1031
 OM1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1031
 OM1031. The following values were computed from the NAD 83(1991) position.
 OM1031
 OM1031;                    North         East     Units Scale Factor Converg.
 OM1031;SPC WI S     -   149,245.754   679,808.827   MT  0.99993313   +0 40 34.7
 OM1031;SPC WI S     -   489,650.44  2,230,339.46   sFT  0.99993313   +0 40 34.7
 OM1031;UTM  16      - 4,800,459.124   336,606.507   MT  0.99992841   -1 23 01.4
 OM1031
 OM1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3660600459(NAD 83)
 OM1031
 OM1031                          SUPERSEDED SURVEY CONTROL
 OM1031
 OM1031  NAD 83(1986)-  43 20 21.19708(N)    089 00 56.60662(W) AD(       ) 3
 OM1031  NAD 27      -  43 20 21.23300(N)    089 00 56.21300(W) AD(       ) 3
 OM1031
 OM1031.Superseded values are not recommended for survey control.
 OM1031
 OM1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1031.See file dsdata.pdf to determine how the superseded data were derived.
 OM1031
 OM1031_MARKER: 86 = CUPOLA
 OM1031
 OM1031  HISTORY     - Date     Condition        Report By
 OM1031  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1031  HISTORY     - 20021227 GOOD             USPSQD
 OM1031
 OM1031                          STATION DESCRIPTION
 OM1031
 OM1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1031'THE STATION IS THE TOP OF THE FLAG POLE MOUNTED ON TOP OF THE
 OM1031'CUPOLA ON THE COLUMBUS CITY HALL.  THE CITY HALL IS ON THE
 OM1031'NORTH CORNER OF THE INTERSECTION OF SOUTH DICKASON STREET AND
 OM1031'WEST JAMES STREET.  THE ROOF OF THE CUPOLA AND THE FLAGPOLE
 OM1031'ARE SILVER COLORED AND THE TOTAL HEIGHT IS 101 FEET.
 OM1031
 OM1031                          STATION RECOVERY (2002)
 OM1031
 OM1031'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1321 ***********************************************************************
 OM1321  DESIGNATION -  COLUMBUS GPS
 OM1321  PID         -  OM1321
 OM1321  STATE/COUNTY-  WI/DODGE
 OM1321  COUNTRY     -  US
 OM1321  USGS QUAD   -  ASTICO (2018)
 OM1321
 OM1321                         *CURRENT SURVEY CONTROL
 OM1321  ______________________________________________________________________
 OM1321* NAD 83(2011) POSITION- 43 21 40.66777(N) 088 59 01.49307(W)   ADJUSTED
 OM1321* NAD 83(2011) ELLIP HT-   229.609 (meters)        (06/27/12)   ADJUSTED
 OM1321* NAD 83(2011) EPOCH   -  2010.00
 OM1321* NAVD 88 ORTHO HEIGHT -   264.746 (meters)      868.59  (feet) ADJUSTED
 OM1321  ______________________________________________________________________
 OM1321  GEOID HEIGHT    -        -35.130 (meters)                     GEOID18
 OM1321  NAD 83(2011) X  -     82,377.628 (meters)                     COMP
 OM1321  NAD 83(2011) Y  - -4,643,922.759 (meters)                     COMP
 OM1321  NAD 83(2011) Z  -  4,356,928.490 (meters)                     COMP
 OM1321  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 OM1321  DYNAMIC HEIGHT  -        264.680 (meters)      868.37  (feet) COMP
 OM1321  MODELED GRAVITY -    980,365.6   (mgal)                       NAVD 88
 OM1321  OBS GRAVITY     -    980,361.3   (mgal)                       GRAV_OBS
 OM1321
 OM1321  VERT ORDER      -  SECOND    CLASS I
 OM1321
 OM1321  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1321  Standards:
 OM1321         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1321            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1321  -------------------------------------------------------------------
 OM1321  NETWORK    0.31   0.37           0.14   0.11   0.19     -0.00940455
 OM1321  -------------------------------------------------------------------
 OM1321  Click here for local accuracies and other accuracy information.
 OM1321
 OM1321.The horizontal coordinates were established by GPS observations
 OM1321.and adjusted by the National Geodetic Survey in June 2012.
 OM1321
 OM1321.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1321.been affixed to the stable North American tectonic plate. See 
 OM1321.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1321
 OM1321.The horizontal coordinates are valid at the epoch date displayed above
 OM1321.which is a decimal equivalence of Year/Month/Day.
 OM1321
 OM1321.The orthometric height was determined by differential leveling and
 OM1321.adjusted by the WI DEPT OF TRANSP
 OM1321.in May 2012.
 OM1321
 OM1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1321.GEOID18 height accuracy estimate available here.
 OM1321
 OM1321.Click photographs - Photos may exist for this station.
 OM1321
 OM1321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1321
 OM1321.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1321
 OM1321.The ellipsoidal height was determined by GPS observations
 OM1321.and is referenced to NAD 83.
 OM1321
 OM1321.The dynamic height is computed by dividing the NAVD 88
 OM1321.geopotential number by the normal gravity value computed on the
 OM1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1321.degrees latitude (g = 980.6199 gals.).
 OM1321
 OM1321.The modeled gravity was interpolated from observed gravity values.
 OM1321
 OM1321.The observed gravity was obtained from relative gravimeter ties
 OM1321.to the IGSN71 gravity network.
 OM1321
 OM1321. The following values were computed from the NAD 83(2011) position.
 OM1321
 OM1321;                    North         East     Units Scale Factor Converg.
 OM1321;SPC WI S     -   151,728.818   682,371.411   MT  0.99993279   +0 41 53.8
 OM1321;SPC WI S     -   497,796.96  2,238,746.87   sFT  0.99993279   +0 41 53.8
 OM1321;UTM  16      - 4,802,848.430   339,256.678   MT  0.99991784   -1 21 44.4
 OM1321
 OM1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1321!SPC WI S     -   0.99996399  x   0.99993279  =   0.99989679
 OM1321!UTM  16      -   0.99996399  x   0.99991784  =   0.99988184
 OM1321
 OM1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3925602848(NAD 83)
 OM1321
 OM1321                          SUPERSEDED SURVEY CONTROL
 OM1321
 OM1321  NAD 83(2007)-  43 21 40.66779(N)    088 59 01.49393(W) AD(2002.00) 0
 OM1321  ELLIP H (02/10/07)  229.645  (m)                       GP(2002.00)    
 OM1321  NAD 83(1997)-  43 21 40.66762(N)    088 59 01.49450(W) AD(       ) B
 OM1321  ELLIP H (08/01/05)  229.648  (m)                       GP(       ) 4 1
 OM1321  NAVD 88             264.72   (m)          868.5    (f) LEVELING    3  
 OM1321  NAVD 88 (04/20/07)  264.723  (m)          868.51   (f) SUPERSEDED  2 1
 OM1321
 OM1321.Superseded values are not recommended for survey control.
 OM1321
 OM1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1321.See file dsdata.pdf to determine how the superseded data were derived.
 OM1321
 OM1321_MARKER: DD = SURVEY DISK
 OM1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1321_STAMPING: COLUMBUS GPS 1992
 OM1321_MARK LOGO: WI-027
 OM1321_PROJECTION: FLUSH
 OM1321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1321+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 OM1321
 OM1321  HISTORY     - Date     Condition        Report By
 OM1321  HISTORY     - 1992     MONUMENTED       WI-027
 OM1321  HISTORY     - 19931122 GOOD             WIDT
 OM1321  HISTORY     - 20030806 GOOD             WIDT
 OM1321  HISTORY     - 20040816 GOOD             WIDT
 OM1321  HISTORY     - 20051228 GOOD             WIDT
 OM1321  HISTORY     - 20071113 GOOD             WIDT
 OM1321  HISTORY     - 20160912 GOOD             WIDT
 OM1321
 OM1321                          STATION DESCRIPTION
 OM1321
 OM1321'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1321'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1321'DODGE COUNTY GRID REFERENCE K1, ABOUT 3.9 KM (2.40 MI) NORTHEAST OF
 OM1321'COLUMBUS, IN THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF SECTION 05,
 OM1321'T10N, R13E, ON OUTSIDE OF A SHARP CURVE TO THE EAST ON HIGHWAY
 OM1321'RIGHT-OF-WAY. CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770
 OM1321'CONCERNING STATION COORDINATES.
 OM1321'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 151 AND
 OM1321'STATE HIGHWAY 73 NORTH, ABOUT 2.6 KM (1.60 MI) NORTHEAST OF COLUMBUS,
 OM1321'GO SOUTH ON HIGHWAY 73 FOR 0.4 KM (0.25 MI) TO BEHAN ROAD ON THE
 OM1321'LEFT.  TURN LEFT, NORTHEAST, ON BEHAN ROAD FOR 1.21 KM (0.75 MI) TO
 OM1321'THE STATION ON THE LEFT.
 OM1321'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1321'FLUSH WITH THE GROUND.  IT IS 11.6 M (38.1 FT) NORTHWEST FROM THE
 OM1321'CENTER OF BEHAN ROAD, 15.8 M (51.8 FT) SOUTHEAST FROM U.S. HIGHWAY
 OM1321'151 RIGHT-OF-WAY FENCE AND 0.5 M (1.6 FT) WEST-NORTHWEST FROM A WHITE
 OM1321'PLASTIC T-POST.
 OM1321
 OM1321                          STATION RECOVERY (2003)
 OM1321
 OM1321'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1321'OWNERSHIP--TOWN OF ELBA.  TO REACH THE STATION FROM THE JUNCTION OF US
 OM1321'HIGHWAY 151  WITH STATE HIGHWAY 73 ABOUT 2 MI NORTH COLUMBUS, GO SOUTH
 OM1321'ON STATE HIGHWAY 73 FOR 0.05  MI TO BEHAN ROAD ON THE LEFT, TURN LEFT
 OM1321'AND GO NORTHEAST ON BEHAN ROAD FOR 0.7 MI TO  THE STATION ON THE LEFT.
 OM1321'THE STATION IS BRONZE DODGE COUNTY GEODETIC CONTROL MARKER  DISK SET
 OM1321'IN THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD
 OM1321'PAVEMENT.  THE STATION IS 11.5 M NORTH OF THE CENTERLINE OF BEHAN
 OM1321'ROAD, 40.1 M  NORTHWEST OF POWER CABLE BOX --CLB2 C R101 R4667--, 48.6
 OM1321'M EAST OF PRIVATE ENTRANCE --W11888--, AND 1.0  M NORTH, SOUTHEAST AND
 OM1321'SOUTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.   ---NOTE---THIS
 OM1321'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 OM1321'ABOVE THE HORIZON.
 OM1321
 OM1321                          STATION RECOVERY (2004)
 OM1321
 OM1321'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 OM1321'RECOVERED AS DESCRIBED.
 OM1321
 OM1321                          STATION RECOVERY (2005)
 OM1321
 OM1321'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 OM1321'RECOVERED AS DESCRIBED.
 OM1321
 OM1321                          STATION RECOVERY (2007)
 OM1321
 OM1321'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM1321'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 48.6 M WEST (NOT
 OM1321'EAST) OF PRIVATE ENTRANCE --W11888--.
 OM1321
 OM1321                          STATION RECOVERY (2016)
 OM1321
 OM1321'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 OM1321'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1026 ***********************************************************************
 OM1026  DESIGNATION -  COLUMBUS MUNICIPAL WATER TOWER
 OM1026  PID         -  OM1026
 OM1026  STATE/COUNTY-  WI/COLUMBIA
 OM1026  COUNTRY     -  US
 OM1026  USGS QUAD   -  COLUMBUS (2018)
 OM1026
 OM1026                         *CURRENT SURVEY CONTROL
 OM1026  ______________________________________________________________________
 OM1026* NAD 83(1991) POSITION- 43 20 40.48506(N) 089 01 06.96802(W)   ADJUSTED
 OM1026  ______________________________________________________________________
 OM1026  GEOID HEIGHT    -        -35.106 (meters)                     GEOID18
 OM1026  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 OM1026  HORZ ORDER      -  THIRD
 OM1026
 OM1026.The horizontal coordinates were established by classical geodetic methods
 OM1026.and adjusted by the National Geodetic Survey in November 1991.
 OM1026
 OM1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1026.GEOID18 height accuracy estimate available here.
 OM1026
 OM1026.Click photographs - Photos may exist for this station.
 OM1026
 OM1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1026
 OM1026. The following values were computed from the NAD 83(1991) position.
 OM1026
 OM1026;                    North         East     Units Scale Factor Converg.
 OM1026;SPC WI S     -   149,837.933   679,568.327   MT  0.99993303   +0 40 27.6
 OM1026;SPC WI S     -   491,593.29  2,229,550.42   sFT  0.99993303   +0 40 27.6
 OM1026;UTM  16      - 4,801,059.563   336,387.452   MT  0.99992929   -1 23 09.0
 OM1026
 OM1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3638701059(NAD 83)
 OM1026
 OM1026                          SUPERSEDED SURVEY CONTROL
 OM1026
 OM1026  NAD 83(1986)-  43 20 40.47740(N)    089 01 06.97418(W) AD(       ) 3
 OM1026  NAD 27      -  43 20 40.51300(N)    089 01 06.57900(W) AD(       ) 3
 OM1026
 OM1026.Superseded values are not recommended for survey control.
 OM1026
 OM1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1026.See file dsdata.pdf to determine how the superseded data were derived.
 OM1026
 OM1026_MARKER: 54 = WATER TOWER
 OM1026
 OM1026  HISTORY     - Date     Condition        Report By
 OM1026  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1026  HISTORY     - 20021227 GOOD             USPSQD
 OM1026
 OM1026                          STATION DESCRIPTION
 OM1026
 OM1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1026'THE STATION IS IN THE NORTH PART OF THE TOWN OF COLUMBUS.
 OM1026'
 OM1026'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 OM1026'151 AND 16 IN COLUMBUS, GO NORTHWEST ON HIGHWAY 16 FOR 0.35
 OM1026'MILE TO A CROSS STREET.  TURN RIGHT AND GO NORTHEAST ON NORTH
 OM1026'LEWIS STREET FOR 0.15 MILE TO A DRIVEWAY LEFT, JUST AFTER
 OM1026'CROSSING A RAILROAD OVERPASS.  TURN LEFT AND GO NORTHWEST
 OM1026'ON THE DRIVEWAY FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 OM1026'
 OM1026'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION COLUMBUS,
 OM1026'THE DISTANCE BEING 157.41 FEET.
 OM1026
 OM1026                          STATION RECOVERY (2002)
 OM1026
 OM1026'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1026'RECOVERED IN GOOD CONDITION. ADD--IT IS ON THE NORTHEAST SIDE OF
 OM1026'CHAPEL STREET, ONE BLOCK NORTHWEST OF LEWIS STREET. THE LOWER 2/3 IS
 OM1026'MADE OF YELLOW BRICK AND UPPER 1/3 OF SILVER PAINTED METAL.  IT IS NOW
 OM1026'CALLED THE CHAPEL STREET WATER TOWER, BUILT IN 1896 AND DESIGNATED A
 OM1026'HISTORICAL LANDMARK IN 1997.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1028 ***********************************************************************
 OM1028  DESIGNATION -  COLUMBUS ST JEROMES CATH CH SP
 OM1028  PID         -  OM1028
 OM1028  STATE/COUNTY-  WI/COLUMBIA
 OM1028  COUNTRY     -  US
 OM1028  USGS QUAD   -  COLUMBUS (2018)
 OM1028
 OM1028                         *CURRENT SURVEY CONTROL
 OM1028  ______________________________________________________________________
 OM1028* NAD 83(1991) POSITION- 43 20 37.35678(N) 089 01 02.30525(W)   ADJUSTED
 OM1028  ______________________________________________________________________
 OM1028  GEOID HEIGHT    -        -35.104 (meters)                     GEOID18
 OM1028  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 OM1028  HORZ ORDER      -  THIRD
 OM1028
 OM1028.The horizontal coordinates were established by classical geodetic methods
 OM1028.and adjusted by the National Geodetic Survey in November 1991.
 OM1028
 OM1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1028.GEOID18 height accuracy estimate available here.
 OM1028
 OM1028.Click photographs - Photos may exist for this station.
 OM1028
 OM1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1028
 OM1028. The following values were computed from the NAD 83(1991) position.
 OM1028
 OM1028;                    North         East     Units Scale Factor Converg.
 OM1028;SPC WI S     -   149,742.641   679,674.472   MT  0.99993305   +0 40 30.8
 OM1028;SPC WI S     -   491,280.65  2,229,898.66   sFT  0.99993305   +0 40 30.8
 OM1028;UTM  16      - 4,800,960.517   336,490.101   MT  0.99992888   -1 23 05.8
 OM1028
 OM1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3649000960(NAD 83)
 OM1028
 OM1028                          SUPERSEDED SURVEY CONTROL
 OM1028
 OM1028  NAD 83(1986)-  43 20 37.34926(N)    089 01 02.31134(W) AD(       ) 3
 OM1028  NAD 27      -  43 20 37.38400(N)    089 01 01.91600(W) AD(       ) 3
 OM1028
 OM1028.Superseded values are not recommended for survey control.
 OM1028
 OM1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1028.See file dsdata.pdf to determine how the superseded data were derived.
 OM1028
 OM1028_MARKER: 90 = CHURCH SPIRE
 OM1028
 OM1028  HISTORY     - Date     Condition        Report By
 OM1028  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1028  HISTORY     - 20021227 GOOD             USPSQD
 OM1028
 OM1028                          STATION DESCRIPTION
 OM1028
 OM1028'DESCRIBED BY US POWER SQUADRON 2002 (DRB)
 OM1028'RECOVERED IN GOOD CONDITION. NOW NAMED THE NEW TESTAMENT BAPTIST
 OM1028'CHURCH. IT IS AT THE NORTHEAST END OF THE LEWIS STREET BRIDGE OVER THE
 OM1028'RAILROAD TRACKS. IT IS A STONE BUILDING WITH A TOWER AND SPIRE ON THE
 OM1028'NORTHWEST SIDE OF THE BUILDING.  IT HAS LOUVERED GOTHIC WINDOWS ON
 OM1028'FOUR SIDES AND SPIRE HAS DARK GREY SHINGLES WITH GOLD CROSS ATOP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1029 ***********************************************************************
 OM1029  DESIGNATION -  COLUMBUS STOKELY VAN CAMP STK
 OM1029  PID         -  OM1029
 OM1029  STATE/COUNTY-  WI/COLUMBIA
 OM1029  COUNTRY     -  US
 OM1029  USGS QUAD   -  COLUMBUS (2018)
 OM1029
 OM1029                         *CURRENT SURVEY CONTROL
 OM1029  ______________________________________________________________________
 OM1029* NAD 83(1991) POSITION- 43 20 22.00125(N) 089 00 33.15141(W)   ADJUSTED
 OM1029  ______________________________________________________________________
 OM1029  GEOID HEIGHT    -        -35.094 (meters)                     GEOID18
 OM1029  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 OM1029  HORZ ORDER      -  THIRD
 OM1029
 OM1029.The horizontal coordinates were established by classical geodetic methods
 OM1029.and adjusted by the National Geodetic Survey in November 1991.
 OM1029
 OM1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1029.GEOID18 height accuracy estimate available here.
 OM1029
 OM1029.Click photographs - Photos may exist for this station.
 OM1029
 OM1029.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1029
 OM1029. The following values were computed from the NAD 83(1991) position.
 OM1029
 OM1029;                    North         East     Units Scale Factor Converg.
 OM1029;SPC WI S     -   149,276.590   680,336.662   MT  0.99993313   +0 40 50.8
 OM1029;SPC WI S     -   489,751.61  2,232,071.20   sFT  0.99993313   +0 40 50.8
 OM1029;UTM  16      - 4,800,470.966   337,135.106   MT  0.99992629   -1 22 45.3
 OM1029
 OM1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3713500470(NAD 83)
 OM1029
 OM1029                          SUPERSEDED SURVEY CONTROL
 OM1029
 OM1029  NAD 83(1986)-  43 20 21.99367(N)    089 00 33.15752(W) AD(       ) 3
 OM1029  NAD 27      -  43 20 22.02900(N)    089 00 32.76400(W) AD(       ) 3
 OM1029
 OM1029.Superseded values are not recommended for survey control.
 OM1029
 OM1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1029.See file dsdata.pdf to determine how the superseded data were derived.
 OM1029
 OM1029_MARKER: 63 = STACK
 OM1029
 OM1029  HISTORY     - Date     Condition        Report By
 OM1029  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1029  HISTORY     - 20021227 GOOD             USPSQD
 OM1029
 OM1029                          STATION DESCRIPTION
 OM1029
 OM1029'DESCRIBED BY US POWER SQUADRON 2002 (DRB)
 OM1029'RECOVERED IN GOOD CONDITION. IT IS A YELLOW BRICK STACK WITH A FLARE
 OM1029'AT THE TOP COVERED WITH BLACK SOOT AT THE BADGER DISPOSAL COMPANY.  IT
 OM1029'IS NORTHWEST OF THE CRAWFISH RIVER AND SOUTHWEST OF THE RAILROAD
 OM1029'TRACKS, SOUTHEAST OF THE T-JUNCTION OF NORTH WATER STREET AND WHITNEY
 OM1029'STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1027 ***********************************************************************
 OM1027  DESIGNATION -  COLUMBUS ZION EV LUTH CH SPIRE
 OM1027  PID         -  OM1027
 OM1027  STATE/COUNTY-  WI/COLUMBIA
 OM1027  COUNTRY     -  US
 OM1027  USGS QUAD   -  COLUMBUS (2018)
 OM1027
 OM1027                         *CURRENT SURVEY CONTROL
 OM1027  ______________________________________________________________________
 OM1027* NAD 83(1991) POSITION- 43 20 25.80802(N) 089 00 55.79019(W)   ADJUSTED
 OM1027  ______________________________________________________________________
 OM1027  GEOID HEIGHT    -        -35.097 (meters)                     GEOID18
 OM1027  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 OM1027  HORZ ORDER      -  THIRD
 OM1027
 OM1027.The horizontal coordinates were established by classical geodetic methods
 OM1027.and adjusted by the National Geodetic Survey in November 1991.
 OM1027
 OM1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1027.GEOID18 height accuracy estimate available here.
 OM1027
 OM1027.Click photographs - Photos may exist for this station.
 OM1027
 OM1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1027
 OM1027. The following values were computed from the NAD 83(1991) position.
 OM1027
 OM1027;                    North         East     Units Scale Factor Converg.
 OM1027;SPC WI S     -   149,388.015   679,825.402   MT  0.99993311   +0 40 35.2
 OM1027;SPC WI S     -   490,117.18  2,230,393.84   sFT  0.99993311   +0 40 35.2
 OM1027;UTM  16      - 4,800,600.696   336,628.185   MT  0.99992833   -1 23 01.0
 OM1027
 OM1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3662800600(NAD 83)
 OM1027
 OM1027                          SUPERSEDED SURVEY CONTROL
 OM1027
 OM1027  NAD 83(1986)-  43 20 25.80035(N)    089 00 55.79618(W) AD(       ) 3
 OM1027  NAD 27      -  43 20 25.83300(N)    089 00 55.40000(W) AD(       ) 3
 OM1027
 OM1027.Superseded values are not recommended for survey control.
 OM1027
 OM1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1027.See file dsdata.pdf to determine how the superseded data were derived.
 OM1027
 OM1027_MARKER: 90 = CHURCH SPIRE
 OM1027
 OM1027  HISTORY     - Date     Condition        Report By
 OM1027  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1027  HISTORY     - 20021227 GOOD             USPSQD
 OM1027
 OM1027                          STATION DESCRIPTION
 OM1027
 OM1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1027'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE.  THE SPIRE
 OM1027'IS ABOUT 60 FEET HIGH WITH A GOLD COLORED CROSS ON THE TOP.
 OM1027'THE CHURCH IS MADE OF YELLOW COLORED BRICK AND THE SPIRE IS
 OM1027'COVERED WITH DARK GREEN SHINGLES.
 OM1027'
 OM1027'THE STATION IS IN THE NORTH EDGE OF COLUMBUS, AT THE INTERSECTION
 OM1027'OF SPRING AND HILL STREETS.
 OM1027
 OM1027                          STATION RECOVERY (2002)
 OM1027
 OM1027'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1027'RECOVERED IN GOOD CONDITION. CORRECTION-- IT IS AT THE INTERSECTION OF
 OM1027'SPRING STREET AND MILL STREET, NOT HILL STREET.  IT NOW HAS GREY
 OM1027'SHINGLES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AH8951 ***********************************************************************
 AH8951  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8951  DESIGNATION -  COMSTOCK
 AH8951  PID         -  AH8951
 AH8951  STATE/COUNTY-  WI/BARRON
 AH8951  COUNTRY     -  US
 AH8951  USGS QUAD   -  ALMENA (2018)
 AH8951
 AH8951                         *CURRENT SURVEY CONTROL
 AH8951  ______________________________________________________________________
 AH8951* NAD 83(2011) POSITION- 45 28 00.84837(N) 092 04 42.98988(W)   ADJUSTED
 AH8951* NAD 83(2011) ELLIP HT-   351.465 (meters)        (06/27/12)   ADJUSTED
 AH8951* NAD 83(2011) EPOCH   -  2010.00
 AH8951* NAVD 88 ORTHO HEIGHT -   381.43  (meters)     1251.4   (feet) GPS OBS
 AH8951  ______________________________________________________________________
 AH8951  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AH8951  GEOID HEIGHT    -        -29.970 (meters)                     GEOID12A
 AH8951  GEOID HEIGHT    -        -29.964 (meters)                     GEOID18
 AH8951  NAD 83(2011) X  -   -162,528.442 (meters)                     COMP
 AH8951  NAD 83(2011) Y  - -4,478,048.161 (meters)                     COMP
 AH8951  NAD 83(2011) Z  -  4,524,140.682 (meters)                     COMP
 AH8951  LAPLACE CORR    -         -7.77  (seconds)                    DEFLEC18
 AH8951
 AH8951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8951  Standards:
 AH8951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8951  -------------------------------------------------------------------
 AH8951  NETWORK    0.37   0.55           0.17   0.13   0.28      0.05310429
 AH8951  -------------------------------------------------------------------
 AH8951  Click here for local accuracies and other accuracy information.
 AH8951
 AH8951.The horizontal coordinates were established by GPS observations
 AH8951.and adjusted by the National Geodetic Survey in June 2012.
 AH8951
 AH8951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8951.been affixed to the stable North American tectonic plate. See 
 AH8951.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8951
 AH8951.The horizontal coordinates are valid at the epoch date displayed above
 AH8951.which is a decimal equivalence of Year/Month/Day.
 AH8951
 AH8951.The orthometric height was determined by GPS observations and a
 AH8951.high-resolution geoid model using precise GPS observation and
 AH8951.processing techniques.
 AH8951
 AH8951.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8951.GEOID18 height accuracy estimate available here.
 AH8951
 AH8951.Click photographs - Photos may exist for this station.
 AH8951
 AH8951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8951
 AH8951.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8951
 AH8951.The ellipsoidal height was determined by GPS observations
 AH8951.and is referenced to NAD 83.
 AH8951
 AH8951. The following values were computed from the NAD 83(2011) position.
 AH8951
 AH8951;                    North         East     Units Scale Factor Converg.
 AH8951;SPC WI C     -   183,607.365   437,463.591   MT  0.99999386   -1 27 59.8
 AH8951;SPC WI C     -   602,385.16  1,435,245.13   sFT  0.99999386   -1 27 59.8
 AH8951;UTM  15      - 5,035,232.321   572,027.504   MT  0.99966378   +0 39 24.6
 AH8951
 AH8951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8951!SPC WI C     -   0.99994490  x   0.99999386  =   0.99993876
 AH8951!UTM  15      -   0.99994490  x   0.99966378  =   0.99960870
 AH8951
 AH8951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7202735232(NAD 83)
 AH8951
 AH8951                          SUPERSEDED SURVEY CONTROL
 AH8951
 AH8951  NAD 83(2007)-  45 28 00.84830(N)    092 04 42.99042(W) AD(2002.00) 0
 AH8951  ELLIP H (02/10/07)  351.499  (m)                       GP(2002.00)    
 AH8951  NAD 83(1997)-  45 28 00.84846(N)    092 04 42.99088(W) AD(       ) 1
 AH8951  ELLIP H (06/17/02)  351.515  (m)                       GP(       ) 2 1
 AH8951  NAD 83(1991)-  45 28 00.84786(N)    092 04 42.98960(W) AD(       ) 1
 AH8951  ELLIP H (05/04/99)  351.521  (m)                       GP(       ) 2 1
 AH8951  NAVD 88 (05/04/99)  381.4    (m)  GEOID96  model used  GPS OBS        
 AH8951
 AH8951.Superseded values are not recommended for survey control.
 AH8951
 AH8951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8951.See file dsdata.pdf to determine how the superseded data were derived.
 AH8951
 AH8951_MARKER: F = FLANGE-ENCASED ROD
 AH8951_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AH8951_STAMPING: COMSTOCK 1998
 AH8951_MARK LOGO: WI-005
 AH8951_PROJECTION: FLUSH
 AH8951_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8951+STABILITY: POSITION/ELEVATION WELL
 AH8951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8951+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2010
 AH8951_ROD/PIPE-DEPTH: 7.3 meters
 AH8951_SLEEVE-DEPTH  : 0.9 meters
 AH8951
 AH8951  HISTORY     - Date     Condition        Report By
 AH8951  HISTORY     - 1998     MONUMENTED       WI-005
 AH8951  HISTORY     - 20050926 GOOD             WIDT
 AH8951  HISTORY     - 20100825 GOOD             WIDT
 AH8951
 AH8951                          STATION DESCRIPTION
 AH8951
 AH8951'DESCRIBED BY BARRON COUNTY WISCONSIN 1998 (MFN)
 AH8951'STATION IS LOCATED 6.0 MI (9.7 KM) N OF THE VILLAGE OF TURTLE LAKE,
 AH8951'5.1 MI (8.2 KM) SW OF THE CITY OF CUMBERLAND IN THE SW1/4 OF THE SE
 AH8951'1/4 OF SEC 34, T35N, R14W, 4TH PRINCIPAL MERIDIAN, TOWN OF CRYSTAL
 AH8951'LAKE, BARRON CO.  TO REACH THE STATION FROM THE VILLAGE OF TURTLE LAKE
 AH8951'FROM THE INTERSECTION OF USH 8 AND USH 63 NORTH, GO NORTH ON USH 63
 AH8951'5.7 MI (9.2 KM) TO 18 TH AVE.  TURN RIGHT AND GO EAST ON 18 TH AVE 0.6
 AH8951'MI (1.0 KM) TO THE STATION ON THE LEFT.  LOCATED 0.25 MI (0.40 KM)
 AH8951'WEST OF 4TH ST, 680FT WEST OF THE WESTERN MOST DRIVEWAY OF HOUSE
 AH8951'NUMBER 392, 31 FT (9.4 M) NORTH OF THE CENTERLINE OF 18TH AVE, 1 FT
 AH8951'(0.3 M) SOUTH OF WITNESS POST.  DESCRIBED BY BARRON COUNTY (CDF) .
 AH8951
 AH8951                          STATION RECOVERY (2005)
 AH8951
 AH8951'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AH8951'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 38.2 M EAST OF THE
 AH8951'CENTERLINE OF A FIELD ENTRANCE, 8.4 M WEST OF THE EXTENDED CENTERLINE
 AH8951'OF A FIELD ENTRANCE, AND 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M
 AH8951'SOUTHWEST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 AH8951
 AH8951                          STATION RECOVERY (2010)
 AH8951
 AH8951'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AH8951'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0866 ***********************************************************************
 OM0866  DESIGNATION -  CONCORD
 OM0866  PID         -  OM0866
 OM0866  STATE/COUNTY-  WI/JEFFERSON
 OM0866  COUNTRY     -  US
 OM0866  USGS QUAD   -  HELENVILLE (2018)
 OM0866
 OM0866                         *CURRENT SURVEY CONTROL
 OM0866  ______________________________________________________________________
 OM0866* NAD 83(1991) POSITION- 43 04 08.73286(N) 088 38 22.45558(W)   ADJUSTED
 OM0866* NAVD 88 ORTHO HEIGHT -   287.    (meters)      942.    (feet) SCALED
 OM0866  ______________________________________________________________________
 OM0866  GEOID HEIGHT    -        -34.490 (meters)                     GEOID18
 OM0866  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 OM0866  HORZ ORDER      -  SECOND
 OM0866
 OM0866.The horizontal coordinates were established by classical geodetic methods
 OM0866.and adjusted by the National Geodetic Survey in November 1991.
 OM0866
 OM0866.The orthometric height was scaled from a topographic map.
 OM0866
 OM0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0866.GEOID18 height accuracy estimate available here.
 OM0866
 OM0866.Click photographs - Photos may exist for this station.
 OM0866
 OM0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0866
 OM0866. The following values were computed from the NAD 83(1991) position.
 OM0866
 OM0866;                    North         East     Units Scale Factor Converg.
 OM0866;SPC WI S     -   119,669.690   710,795.784   MT  0.99994926   +0 56 05.1
 OM0866;SPC WI S     -   392,616.31  2,332,002.50   sFT  0.99994926   +0 56 05.1
 OM0866;UTM  16      - 4,769,791.909   366,509.848   MT  0.99981922   -1 07 11.3
 OM0866
 OM0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0866!SPC WI S     -   0.99996042  x   0.99994926  =   0.99990968
 OM0866!UTM  16      -   0.99996042  x   0.99981922  =   0.99977965
 OM0866
 OM0866:                Primary Azimuth Mark                     Grid Az
 OM0866:SPC WI S     -  CONCORD AZ MK                            300 09 49.3
 OM0866:UTM  16      -  CONCORD AZ MK                            302 13 05.7
 OM0866
 OM0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6650969791(NAD 83)
 OM0866
 OM0866|---------------------------------------------------------------------|
 OM0866| PID    Reference Object                     Distance      Geod. Az  |
 OM0866|                                                           dddmmss.s |
 OM0866| CI8434 CONCORD RM 1                         26.568 METERS 02723     |
 OM0866| CI8435 CONCORD RM 2                         23.480 METERS 25714     |
 OM0866| CI8433 CONCORD AZ MK                                      3010554.4 |
 OM0866|---------------------------------------------------------------------|
 OM0866
 OM0866                          SUPERSEDED SURVEY CONTROL
 OM0866
 OM0866  NAD 83(1986)-  43 04 08.72564(N)    088 38 22.46246(W) AD(       ) 2
 OM0866  NAD 27      -  43 04 08.71360(N)    088 38 22.09280(W) AD(       ) 2
 OM0866
 OM0866.Superseded values are not recommended for survey control.
 OM0866
 OM0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0866.See file dsdata.pdf to determine how the superseded data were derived.
 OM0866
 OM0866_MARKER: DS = TRIANGULATION STATION DISK
 OM0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0866_STAMPING: CONCORD 1957
 OM0866_MARK LOGO: CGS
 OM0866_PROJECTION: RECESSED 30 CENTIMETERS
 OM0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0866+STABILITY: SURFACE MOTION
 OM0866
 OM0866  HISTORY     - Date     Condition        Report By
 OM0866  HISTORY     - 1957     MONUMENTED       CGS
 OM0866  HISTORY     - 19941008 GOOD             USPSQD
 OM0866  HISTORY     - 20090322 MARK NOT FOUND   INDIV
 OM0866
 OM0866                          STATION DESCRIPTION
 OM0866
 OM0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0866'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF JEFFERSON,
 OM0866'4 MILES NORTHWEST OF SULLIVAN, 2 MILES WEST OF CONCORD AND IS
 OM0866'ON THE PROPERTY OF MR. H.W. BUSHERT.  IT IS 72 FEET WEST OF THE
 OM0866'CENTERLINE OF HILLSIDE DRIVE, 21 FEET NORTH OF A ROCK FENCE
 OM0866'LINE, 18 FEET NORTH OF A WHITE WITNESS POST AND 63 FEET SOUTHWEST
 OM0866'OF A POWER LINE POLE.  THE MONUMENT IS 12 INCHES UNDERGROUND
 OM0866'AND THE DISK IS STAMPED CONCORD 1957.
 OM0866'
 OM0866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90
 OM0866'AND COUNTY HIGHWAY B IN CONCORD, GO WEST ON HIGHWAY 90 AND B FOR
 OM0866'0.1 MILE TO THE JUNCTION OF HIGHWAY 90 AND B.  CONTINUE WEST
 OM0866'ON HIGHWAY B FOR 2.05 MILES TO THE JUNCTION OF COUNTY HIGHWAY WW
 OM0866'ON THE RIGHT AND NORTH AND HILLSIDE DRIVE ON THE LEFT AND SOUTH.*
 OM0866'TURN LEFT AND GO SOUTH ON HILLSIDE DRIVE FOR 0.3 MILE TO THE
 OM0866'STATION ON THE RIGHT.
 OM0866'
 OM0866'*TO REACH THE AZIMUTH FROM THIS POINT, CONTINUE WEST ON COUNTY
 OM0866'HIGHWAY B FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT (SUNSET ROAD).
 OM0866'TURN LEFT AND GO SOUTH ON SUNSET ROAD FOR 0.1 MILE TO THE AZIMUTH
 OM0866'MARK ON THE RIGHT.
 OM0866'
 OM0866'REFERENCE MARK 1 IS 31 FEET WEST OF THE CENTERLINE OF HILLSIDE
 OM0866'DRIVE, 28 FEET NORTH OF A POWER LINE POLE AND IS SET IN THE EAST
 OM0866'EDGE OF A PASTURE FIELD.  THE MONUMENT PROJECTS 3 INCHES AND
 OM0866'THE DISK IS STAMPED CONCORD NO 1 1957.
 OM0866'
 OM0866'REFERENCE MARK 2 IS 146 FEET WEST OF THE CENTERLINE OF HILLSIDE
 OM0866'DRIVE, 5 FEET NORTH OF THE ROCK FENCE, 91 FEET EAST OF A 24 INCH
 OM0866'ELM TREE AND 71 FEET WEST OF THE WHITE WITNESS POST.  THE
 OM0866'MONUMENT IS FLUSH AND THE DISK IS STAMPED CONCORD NO 2 1957.
 OM0866'
 OM0866'AZIMUTH MARK IS 17 FEET WEST OF THE CENTERLINE OF SUNSET ROAD,
 OM0866'2 FEET SOUTH OF A WHITE WITNESS POST, 1 FOOT EAST OF A FENCE
 OM0866'LINE AND 26 FEET NORTH OF AN 18 INCH HICKORY TREE.  THE MONUMENT
 OM0866'PROJECTS 3 INCHES AND DISK IS STAMPED CONCORD 1957.
 OM0866'
 OM0866'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OM0866
 OM0866                          STATION RECOVERY (1994)
 OM0866
 OM0866'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0866'RECOVERED IN GOOD CONDITION.
 OM0866
 OM0866                          STATION RECOVERY (2009)
 OM0866
 OM0866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 OM0866'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4846 ***********************************************************************
 DG4846  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4846  DESIGNATION -  CONCORD E GPS
 DG4846  PID         -  DG4846
 DG4846  STATE/COUNTY-  WI/JEFFERSON
 DG4846  COUNTRY     -  US
 DG4846  USGS QUAD   -  OCONOMOWOC WEST (2018)
 DG4846
 DG4846                         *CURRENT SURVEY CONTROL
 DG4846  ______________________________________________________________________
 DG4846* NAD 83(2011) POSITION- 43 02 54.26348(N) 088 32 52.31454(W)   ADJUSTED
 DG4846* NAD 83(2011) ELLIP HT-   226.857 (meters)        (06/27/12)   ADJUSTED
 DG4846* NAD 83(2011) EPOCH   -  2010.00
 DG4846* NAVD 88 ORTHO HEIGHT -   261.34  (meters)      857.4   (feet) GPS OBS
 DG4846  ______________________________________________________________________
 DG4846  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4846  GEOID HEIGHT    -        -34.483 (meters)                     GEOID12A
 DG4846  GEOID HEIGHT    -        -34.484 (meters)                     GEOID18
 DG4846  NAD 83(2011) X  -    118,307.022 (meters)                     COMP
 DG4846  NAD 83(2011) Y  - -4,666,950.594 (meters)                     COMP
 DG4846  NAD 83(2011) Z  -  4,331,588.019 (meters)                     COMP
 DG4846  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 DG4846
 DG4846  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4846  Standards:
 DG4846         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4846            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4846  -------------------------------------------------------------------
 DG4846  NETWORK    0.26   0.35           0.12   0.09   0.18     -0.01380244
 DG4846  -------------------------------------------------------------------
 DG4846  Click here for local accuracies and other accuracy information.
 DG4846
 DG4846.The horizontal coordinates were established by GPS observations
 DG4846.and adjusted by the National Geodetic Survey in June 2012.
 DG4846
 DG4846.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4846.been affixed to the stable North American tectonic plate. See 
 DG4846.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4846
 DG4846.The horizontal coordinates are valid at the epoch date displayed above
 DG4846.which is a decimal equivalence of Year/Month/Day.
 DG4846
 DG4846.The orthometric height was determined by GPS observations and a
 DG4846.high-resolution geoid model using precise GPS observation and
 DG4846.processing techniques.
 DG4846
 DG4846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4846.GEOID18 height accuracy estimate available here.
 DG4846
 DG4846.Click photographs - Photos may exist for this station.
 DG4846
 DG4846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4846
 DG4846.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4846
 DG4846.The ellipsoidal height was determined by GPS observations
 DG4846.and is referenced to NAD 83.
 DG4846
 DG4846. The following values were computed from the NAD 83(2011) position.
 DG4846
 DG4846;                    North         East     Units Scale Factor Converg.
 DG4846;SPC WI S     -   117,498.026   718,303.757   MT  0.99995140   +0 59 52.0
 DG4846;SPC WI S     -   385,491.44  2,356,634.91   sFT  0.99995140   +0 59 52.0
 DG4846;UTM  16      - 4,767,352.825   373,934.077   MT  0.99979551   -1 03 24.3
 DG4846
 DG4846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4846!SPC WI S     -   0.99996442  x   0.99995140  =   0.99991583
 DG4846!UTM  16      -   0.99996442  x   0.99979551  =   0.99975994
 DG4846
 DG4846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7393467352(NAD 83)
 DG4846
 DG4846                          SUPERSEDED SURVEY CONTROL
 DG4846
 DG4846  NAD 83(2007)-  43 02 54.26344(N)    088 32 52.31534(W) AD(2002.00) 0
 DG4846  ELLIP H (02/10/07)  226.888  (m)                       GP(2002.00)    
 DG4846  NAD 83(1997)-  43 02 54.26332(N)    088 32 52.31553(W) AD(       ) 1
 DG4846  ELLIP H (04/02/04)  226.893  (m)                       GP(       ) 4 1
 DG4846  NAVD 88 (07/26/07)  261.31   (m)  UNKNOWN  model used  GPS OBS        
 DG4846  NAVD 88 (04/02/04)  261.29   (m)  GEOID03  model used  GPS OBS        
 DG4846
 DG4846.Superseded values are not recommended for survey control.
 DG4846
 DG4846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4846.See file dsdata.pdf to determine how the superseded data were derived.
 DG4846
 DG4846_MARKER: DD = SURVEY DISK
 DG4846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4846_STAMPING: CONCORD E GPS 1992
 DG4846_MARK LOGO: WI-055
 DG4846_PROJECTION: FLUSH
 DG4846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4846+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 DG4846
 DG4846  HISTORY     - Date     Condition        Report By
 DG4846  HISTORY     - 1992     MONUMENTED       WI-055
 DG4846  HISTORY     - 2001     GOOD             WIDT
 DG4846  HISTORY     - 20060829 GOOD             WIDT
 DG4846
 DG4846                          STATION DESCRIPTION
 DG4846
 DG4846'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4846'THE STATION IS LOCATED ABOUT 8 KM SOUTH-SOUTHWEST OF OCONOMOWOC, 7 KM
 DG4846'NORTHWEST OF DOUSMAN AND 5 KM NORTHEAST OF SULLIVAN.  OWNERSHIP--TOWN
 DG4846'OF CONCORD.   TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18
 DG4846'WITH STATE HIGHWAY 67 ABOUT 1 KM NORTH OF THE VILLAGE OF DOUSMAN, GO
 DG4846'WEST ON US HIGHWAY 18 FOR 2.7 KM TO GRAMLING LANE, CONTINUE WEST ON US
 DG4846'HIGHWAY 18 FOR 4.6 KM TO GOLDEN LAKE PARK ROAD, TURN RIGHT AND GO
 DG4846'NORTH ON GOLDEN LAKE PARK ROAD FOR 2.8 KM TO CEDAR GROVE ROAD, TURN
 DG4846'LEFT AND GO WEST ON CEDAR GROVE ROAD FOR 0.2 KM TO THE STATION ON THE
 DG4846'RIGHT.  THE STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL
 DG4846'MARKER DISK SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST SET TO A
 DG4846'DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DG4846'3.2 M NORTH OF THE CENTERLINE OF CEDAR GROVE ROAD, 71 M NORTHWEST OF
 DG4846'POWER POLE --98-13430  15K  25K-- , 9.5 M NORTH-NORTHEAST OF TELEPHONE
 DG4846'PEDESTAL --2C  25B  6  20--, AND 2 M SOUTH OF A CULTIVATED FIELD.
 DG4846'---NOTE---THE STATION IS EAST AND WEST OF TWO ORANGE 4X4 PLASTIC
 DG4846'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DG4846'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4846
 DG4846                          STATION RECOVERY (2006)
 DG4846
 DG4846'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DG4846'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M SOUTHEAST OF
 DG4846'A WHITE PLASTIC WITNESS POST AND 1.0 M EAST AND 1.0 M WEST OF TWO
 DG4846'ORANGE 4X4 PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1257 ***********************************************************************
 OM1257  CBN         -  This is a Cooperative Base Network Control Station.
 OM1257  DESIGNATION -  CONCORD GPS
 OM1257  PID         -  OM1257
 OM1257  STATE/COUNTY-  WI/JEFFERSON
 OM1257  COUNTRY     -  US
 OM1257  USGS QUAD   -  OCONOMOWOC WEST (2018)
 OM1257
 OM1257                         *CURRENT SURVEY CONTROL
 OM1257  ______________________________________________________________________
 OM1257* NAD 83(2011) POSITION- 43 04 28.46163(N) 088 35 20.46078(W)   ADJUSTED
 OM1257* NAD 83(2011) ELLIP HT-   224.817 (meters)        (06/27/12)   ADJUSTED
 OM1257* NAD 83(2011) EPOCH   -  2010.00
 OM1257* NAVD 88 ORTHO HEIGHT -   259.320 (meters)      850.79  (feet) ADJUSTED
 OM1257  ______________________________________________________________________
 OM1257  GEOID HEIGHT    -        -34.509 (meters)                     GEOID18
 OM1257  NAD 83(2011) X  -    114,906.121 (meters)                     COMP
 OM1257  NAD 83(2011) Y  - -4,665,048.621 (meters)                     COMP
 OM1257  NAD 83(2011) Z  -  4,333,710.546 (meters)                     COMP
 OM1257  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 OM1257  DYNAMIC HEIGHT  -        259.254 (meters)      850.57  (feet) COMP
 OM1257  MODELED GRAVITY -    980,356.5   (mgal)                       NAVD 88
 OM1257  OBS GRAVITY     -    980,357.6   (mgal)                       GRAV_OBS
 OM1257
 OM1257  VERT ORDER      -  SECOND    CLASS I
 OM1257
 OM1257  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1257  Standards:
 OM1257         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1257            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1257  -------------------------------------------------------------------
 OM1257  NETWORK    0.18   0.27           0.08   0.07   0.14      0.00801735
 OM1257  -------------------------------------------------------------------
 OM1257  Click here for local accuracies and other accuracy information.
 OM1257
 OM1257.The horizontal coordinates were established by GPS observations
 OM1257.and adjusted by the National Geodetic Survey in June 2012.
 OM1257
 OM1257.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1257.been affixed to the stable North American tectonic plate. See 
 OM1257.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1257
 OM1257.The horizontal coordinates are valid at the epoch date displayed above
 OM1257.which is a decimal equivalence of Year/Month/Day.
 OM1257
 OM1257.The orthometric height was determined by differential leveling and
 OM1257.adjusted by the WI DEPT OF TRANSP
 OM1257.in May 2012.
 OM1257
 OM1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1257.GEOID18 height accuracy estimate available here.
 OM1257
 OM1257.Click photographs - Photos may exist for this station.
 OM1257
 OM1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1257
 OM1257.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1257
 OM1257.The ellipsoidal height was determined by GPS observations
 OM1257.and is referenced to NAD 83.
 OM1257
 OM1257.The dynamic height is computed by dividing the NAVD 88
 OM1257.geopotential number by the normal gravity value computed on the
 OM1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1257.degrees latitude (g = 980.6199 gals.).
 OM1257
 OM1257.The modeled gravity was interpolated from observed gravity values.
 OM1257
 OM1257.The observed gravity was obtained from relative gravimeter ties
 OM1257.to the IGSN71 gravity network.
 OM1257
 OM1257. The following values were computed from the NAD 83(2011) position.
 OM1257
 OM1257;                    North         East     Units Scale Factor Converg.
 OM1257;SPC WI S     -   120,346.810   714,902.315   MT  0.99994871   +0 58 10.2
 OM1257;SPC WI S     -   394,837.83  2,345,475.35   sFT  0.99994871   +0 58 10.2
 OM1257;UTM  16      - 4,770,321.287   370,637.452   MT  0.99980587   -1 05 07.3
 OM1257
 OM1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1257!SPC WI S     -   0.99996474  x   0.99994871  =   0.99991346
 OM1257!UTM  16      -   0.99996474  x   0.99980587  =   0.99977062
 OM1257
 OM1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7063770321(NAD 83)
 OM1257
 OM1257                          SUPERSEDED SURVEY CONTROL
 OM1257
 OM1257  NAD 83(2007)-  43 04 28.46161(N)    088 35 20.46153(W) AD(2002.00) 0
 OM1257  ELLIP H (02/10/07)  224.847  (m)                       GP(2002.00)    
 OM1257  NAD 83(1997)-  43 04 28.46141(N)    088 35 20.46169(W) AD(       ) A
 OM1257  ELLIP H (04/28/99)  224.848  (m)                       GP(       ) 3 1
 OM1257  NAD 83(1991)-  43 04 28.46094(N)    088 35 20.45993(W) AD(       ) B
 OM1257  ELLIP H (06/11/91)  224.948  (m)                       GP(       ) 4 1
 OM1257  NAVD 88             259.30   (m)          850.7    (f) LEVELING    3  
 OM1257  NAVD 88 (04/20/07)  259.297  (m)          850.71   (f) SUPERSEDED  2 1
 OM1257  NAVD 88             259.26   (m)          850.6    (f) LEVELING    3  
 OM1257  NAVD 88 (02/25/04)  259.264  (m)          850.60   (f) SUPERSEDED  2 1
 OM1257  NAVD 88 (07/06/00)  259.29   (m)  GEOID99  model used  GPS OBS        
 OM1257  NAVD 88 (04/28/99)  259.3    (m)  GEOID96  model used  GPS OBS        
 OM1257  NGVD 29 (06/29/94)  259.5    (m)  GEOID93  model used  GPS OBS        
 OM1257  NGVD 29 (06/11/91)  259.3    (m)  UNKNOWN  model used  GPS OBS        
 OM1257
 OM1257.Superseded values are not recommended for survey control.
 OM1257
 OM1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1257.See file dsdata.pdf to determine how the superseded data were derived.
 OM1257
 OM1257_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1257_STAMPING: CONCORD GPS 1989
 OM1257_MARK LOGO: NGS
 OM1257_PROJECTION: FLUSH
 OM1257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1257+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2009
 OM1257
 OM1257  HISTORY     - Date     Condition        Report By
 OM1257  HISTORY     - 1989     MONUMENTED       WIHD
 OM1257  HISTORY     - 19900808 GOOD
 OM1257  HISTORY     - 19930510 GOOD             NOS
 OM1257  HISTORY     - 19931011 GOOD             WIDT
 OM1257  HISTORY     - 19971201 GOOD             WIHD
 OM1257  HISTORY     - 19991208 GOOD             WIDT
 OM1257  HISTORY     - 2002     GOOD             WIDT
 OM1257  HISTORY     - 20030505 GOOD             USPSQD
 OM1257  HISTORY     - 20060411 GOOD             WIDT
 OM1257  HISTORY     - 20060830 GOOD             WIDT
 OM1257  HISTORY     - 20090322 GOOD             INDIV
 OM1257
 OM1257                          STATION DESCRIPTION
 OM1257
 OM1257'DESCRIBED BY WI HIGHWAY DEPT 1989
 OM1257'THE STATION IS LOCATED ABOUT 3.39 KM (2.10 MI) WEST OF THE
 OM1257'JEFFERSON--WAUKESHA COUNTY LINE, 11.31 KM (7.05 MI) SOUTH OF THE
 OM1257'JEFFERSON--DODGE COUNTY LINE, 11.47 KM (7.15 MI) EAST OF U.S. HIGHWAY
 OM1257'26.  OWNERSHIP--INTERSTATE R.O.W.
 OM1257'TO REACH FROM THE JUNCTION OF INTERSTATE 94 (EXIT 275) AND COUNTY ROAD
 OM1257'F, GO NORTH FOR 0.32 KM (0.20 MI) ON COUNTY ROAD F TO COUNTY ROAD B.
 OM1257'TURN RIGHT AND GO EAST FOR 0.16 KM (0.10 MI) ON COUNTY ROAD B TO THE
 OM1257'STATION ON THE RIGHT.
 OM1257'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--CONCORD
 OM1257'GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT SET
 OM1257'FLUSH WITH THE GROUND.  LOCATED 26.49 M (86.9 FT) SOUTHWEST FROM THE
 OM1257'CENTER-LINE OF COUNTY ROAD B, 0.91 M (3.0 FT) NORTHEAST FROM A
 OM1257'CARSONITE WITNESS POST, 36.33 M (119.2 FT) NORTH FROM AN ANGLE POINT
 OM1257'OF THE FREEWAY, 63.09 M (207.0 FT) WEST-NORTHWEST FROM A 24 INCH
 OM1257'CORRUGATED METAL PIPE AT THE MID POINT OF CURVE.
 OM1257
 OM1257                          STATION RECOVERY (1990)
 OM1257
 OM1257'RECOVERED 1990
 OM1257'RECOVERED IN GOOD CONDITION.
 OM1257
 OM1257                          STATION RECOVERY (1993)
 OM1257
 OM1257'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 OM1257'RECOVERED IN GOOD CONDITION.
 OM1257
 OM1257                          STATION RECOVERY (1993)
 OM1257
 OM1257'RECOVERY NOTE BY WI DEPT OF TRANSP 1993
 OM1257'STATION IS PART OF GRAVITY DENSIFICATION PROJECT.
 OM1257'THE STATION IS LOCATED ABOUT 11.5 KM (7.15 MI) EAST OF U.S. HIGHWAY
 OM1257'26, 11.3 KM (7.00 MI) SOUTH OF THE JEFFERSON-DODGE COUNTY LINE, 3.4
 OM1257'KM (2.10 MI) WEST OF THE JEFFERSON-WAUKESHA COUNTY LINE, IN GRASSY
 OM1257'AREA BETWEEN THE NORTHERN INTERSTATE HIGHWAY 94 RIGHT-OF-WAY AND THE
 OM1257'SOUTH SIDE OF COUNTY ROAD B.  OWNERSHIP--IS DETERMINED TO BE THAT OF
 OM1257'THE LARGE FARM LOCATED NORTHEAST ACROSS FRONTAGE ROAD FROM STATION.
 OM1257'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 OM1257'COUNTY ROAD F (EXIT 275), GO NORTH ON COUNTY ROAD F FOR 0.32 KM
 OM1257'(0.20 MI) TO COUNTY ROAD B.  TURN RIGHT, EAST, ON COUNTY ROAD B FOR
 OM1257'0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 OM1257'THE STATION IS SET IN TOP OF A 40 CM CONCRETE POST FLUSH WITH THE
 OM1257'GROUND, LOCATED 63.1 M (207.0 FT) WEST-NORTHWEST FROM A 60 CM
 OM1257'CORRUGATED METAL PIPE AT THE MID POINT OF THE CURVE, 36.33 M
 OM1257'(119.19 FT) NORTH FROM AN ANGLE POINT OF THE FREEWAY, 26.5 M
 OM1257'(86.9 FT) SOUTHWEST FROM THE CENTER OF COUNTY ROAD B AND 0.9 M
 OM1257'(3.0 FT) NORTHEAST FROM A CARSONITE WITNESS POST.
 OM1257
 OM1257                          STATION RECOVERY (1997)
 OM1257
 OM1257'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 OM1257'THE STATION IS LOCATED ABOUT 8.86 KM (5.50 MI) SOUTHWEST OF
 OM1257'OCONOMOWOC, 16.91 KM (10.50 MI) SOUTHEAST OF WATERTOWN, AND 19.32 KM
 OM1257'(12.00 MI) NORTHEAST OF JEFFERSON IN HIGHWAY RIGHT-OF-WAY BETWEEN
 OM1257'INTERSTATE HIGHWAY 94 AND A FRONTAGE ROAD (COUNTY HIGHWAY B) .
 OM1257'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  (1993 RECOVERY
 OM1257'NOTE IS INCORRECT IN NAMING FARM AS OWNER.) TO REACH THE STATION FROM
 OM1257'THE COUNTY HIGHWAY F BRIDGE OVER I-94 (EXIT 275) ABOUT 12.88 KM (8.00
 OM1257'MI) EAST OF THE VILLAGE OF JOHNSON CREEK, GO NORTHEAST 0.24 KM (0.15
 OM1257'MI) ON HIGHWAY F TO COUNTY HIGHWAY B RIGHT, TURN RIGHT AND GO
 OM1257'SOUTH-SOUTHEAST 0.16 KM (0.10 MI) ON HIGHWAY B TO THE STATION ON THE
 OM1257'RIGHT.  THE STATION IS A NGS HORIZONTAL CONTROL MARK DISK SET IN THE
 OM1257'TOP OF A 32- TO 37-CM (13- TO 15-INCH) OVAL SHAPED, 6-FOOT-DEEP
 OM1257'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT) LOWER
 OM1257'THAN THE HIGHWAY PAVEMENT.  THE STATION IS 26.7 M (87.6 FT) WEST OF
 OM1257'THE CENTERLINE OF HIGHWAY B, 63.1 M (207.0 FT) NORTHWEST OF THE WEST
 OM1257'END OF A 0.61 M (2.00 FT) CORRUGATED METAL PIPE CULVERT UNDER HIGHWAY
 OM1257'B, 36.1 M (118.4 FT) EAST-NORTHEAST OF THE CENTER ONE OF THREE BRACED
 OM1257'POSTS IN THE R-O-W FENCE ON THE NORTHEAST SIDE OF THE WESTBOUND
 OM1257'OFF-RAMP FROM I-94 TO HIGHWAY F, 0.90 M (2.95 FT) EAST-NORTHEAST OF AN
 OM1257'ORANGE FIBERGLASS WITNESS POST, AND 0.96 M (3.15 FT) NORTHEAST OF A
 OM1257'WHITE PLASTIC WITNESS POST.
 OM1257
 OM1257                          STATION RECOVERY (1999)
 OM1257
 OM1257'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1257'RECOVERED AS DESCRIBED.
 OM1257
 OM1257                          STATION RECOVERY (2002)
 OM1257
 OM1257'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 OM1257'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW 1.0 M WEST, 1.0
 OM1257'SOUTH, AND 1.0 M NORTH OF A 4X4 ORANGE PLASTIC WITNESS POST.
 OM1257
 OM1257                          STATION RECOVERY (2003)
 OM1257
 OM1257'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1257'RECOVERED IN GOOD CONDITION.  THE STATION IS IN THE
 OM1257'
 OM1257'CENTER OF A TRIANGLE FORMED BY THREE SQUARE
 OM1257'
 OM1257'ORANGE POSTS.  THERE ARE NO OBSTRUCTIONS ABOVE
 OM1257'
 OM1257'THE HORIZON.
 OM1257
 OM1257                          STATION RECOVERY (2006)
 OM1257
 OM1257'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 OM1257'RECOVERED IN GOOD CONDITION.
 OM1257
 OM1257                          STATION RECOVERY (2006)
 OM1257
 OM1257'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 OM1257'RECOVERED IN GOOD CONDITION.
 OM1257
 OM1257                          STATION RECOVERY (2009)
 OM1257
 OM1257'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 OM1257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4847 ***********************************************************************
 DG4847  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4847  DESIGNATION -  CONCORD N GPS
 DG4847  PID         -  DG4847
 DG4847  STATE/COUNTY-  WI/JEFFERSON
 DG4847  COUNTRY     -  US
 DG4847  USGS QUAD   -  HELENVILLE (2018)
 DG4847
 DG4847                         *CURRENT SURVEY CONTROL
 DG4847  ______________________________________________________________________
 DG4847* NAD 83(2011) POSITION- 43 06 03.23953(N) 088 38 02.49260(W)   ADJUSTED
 DG4847* NAD 83(2011) ELLIP HT-   240.627 (meters)        (06/27/12)   ADJUSTED
 DG4847* NAD 83(2011) EPOCH   -  2010.00
 DG4847* NAVD 88 ORTHO HEIGHT -   275.17  (meters)      902.8   (feet) GPS OBS
 DG4847  ______________________________________________________________________
 DG4847  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4847  GEOID HEIGHT    -        -34.541 (meters)                     GEOID12A
 DG4847  GEOID HEIGHT    -        -34.542 (meters)                     GEOID18
 DG4847  NAD 83(2011) X  -    111,194.090 (meters)                     COMP
 DG4847  NAD 83(2011) Y  - -4,663,151.499 (meters)                     COMP
 DG4847  NAD 83(2011) Z  -  4,335,857.434 (meters)                     COMP
 DG4847  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 DG4847
 DG4847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4847  Standards:
 DG4847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4847  -------------------------------------------------------------------
 DG4847  NETWORK    0.24   0.29           0.11   0.08   0.15     -0.05864533
 DG4847  -------------------------------------------------------------------
 DG4847  Click here for local accuracies and other accuracy information.
 DG4847
 DG4847.The horizontal coordinates were established by GPS observations
 DG4847.and adjusted by the National Geodetic Survey in June 2012.
 DG4847
 DG4847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4847.been affixed to the stable North American tectonic plate. See 
 DG4847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4847
 DG4847.The horizontal coordinates are valid at the epoch date displayed above
 DG4847.which is a decimal equivalence of Year/Month/Day.
 DG4847
 DG4847.The orthometric height was determined by GPS observations and a
 DG4847.high-resolution geoid model using precise GPS observation and
 DG4847.processing techniques.
 DG4847
 DG4847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4847.GEOID18 height accuracy estimate available here.
 DG4847
 DG4847.Click photographs - Photos may exist for this station.
 DG4847
 DG4847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4847
 DG4847.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4847
 DG4847.The ellipsoidal height was determined by GPS observations
 DG4847.and is referenced to NAD 83.
 DG4847
 DG4847. The following values were computed from the NAD 83(2011) position.
 DG4847
 DG4847;                    North         East     Units Scale Factor Converg.
 DG4847;SPC WI S     -   123,210.039   711,189.482   MT  0.99994621   +0 56 18.8
 DG4847;SPC WI S     -   404,231.60  2,333,294.16   sFT  0.99994621   +0 56 18.8
 DG4847;UTM  16      - 4,773,315.408   367,030.171   MT  0.99981751   -1 07 00.0
 DG4847
 DG4847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4847!SPC WI S     -   0.99996227  x   0.99994621  =   0.99990848
 DG4847!UTM  16      -   0.99996227  x   0.99981751  =   0.99977978
 DG4847
 DG4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6703073315(NAD 83)
 DG4847
 DG4847                          SUPERSEDED SURVEY CONTROL
 DG4847
 DG4847  NAD 83(2007)-  43 06 03.23952(N)    088 38 02.49348(W) AD(2002.00) 0
 DG4847  ELLIP H (02/10/07)  240.659  (m)                       GP(2002.00)    
 DG4847  NAD 83(1997)-  43 06 03.23936(N)    088 38 02.49369(W) AD(       ) 1
 DG4847  ELLIP H (04/02/04)  240.662  (m)                       GP(       ) 4 1
 DG4847  NAVD 88             275.15   (m)          902.7    (f) LEVELING    3  
 DG4847  NAVD 88 (07/26/07)  275.15   (m)  UNKNOWN  model used  GPS OBS        
 DG4847  NAVD 88 (04/02/04)  275.11   (m)  GEOID03  model used  GPS OBS        
 DG4847
 DG4847.Superseded values are not recommended for survey control.
 DG4847
 DG4847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4847.See file dsdata.pdf to determine how the superseded data were derived.
 DG4847
 DG4847_MARKER: DD = SURVEY DISK
 DG4847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4847_STAMPING: CONCORD N GPS 1992
 DG4847_MARK LOGO: WI-055
 DG4847_PROJECTION: FLUSH
 DG4847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4847+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 DG4847
 DG4847  HISTORY     - Date     Condition        Report By
 DG4847  HISTORY     - 1992     MONUMENTED       WI-055
 DG4847  HISTORY     - 2002     GOOD             WIDT
 DG4847  HISTORY     - 20060411 GOOD             WIDT
 DG4847  HISTORY     - 20060911 GOOD             WIDT
 DG4847
 DG4847                          STATION DESCRIPTION
 DG4847
 DG4847'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DG4847'THE STATION IS LOCATED ABOUT 34 KM NORTHWEST OF WAUKESHA, 13 KM
 DG4847'SOUTHEAST OF WATERTOWN, AND 10 KM WEST OCONOMOWOC.  OWNERSHIP--TOWN OF
 DG4847'CONCORD.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DG4847'94 WITH COUNTY HIGHWAY F (EXIT 275) ABOUT 1 KM NORTHEAST OF THE
 DG4847'COMMUNITY OF CONCORD, GO NORTHEAST ON COUNTY HIGHWAY F FOR 1.2 KM TO
 DG4847'WEST RIVER ROAD ON THE LEFT, TURN LEFT AND GO NORTHWEST ON WEST RIVER
 DG4847'ROAD FOR 3.2 KM TO COUNTY HIGHWAY E, TURN RIGHT AND GO NORTH ON COUNTY
 DG4847'HIGHWAY E FOR 1.9 KM TO NORTHSIDE DRIVE, TURN LEFT AND GO WEST ON
 DG4847'NORTHSIDE DRIVE FOR 0.8 KM TO HILLSIDE DRIVE ON THE LEFT, TURN LEFT
 DG4847'AND GO SOUTH ON HILLSIDE DRIVE FOR 0.7 KM TO THE STATION ON THE LEFT.
 DG4847'THE STATION IS A JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK SET IN
 DG4847'THE TOP OF A 30-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND
 DG4847'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.3 M EAST OF THE
 DG4847'CENTERLINE OF HILLSIDE DRIVE, 76 M NORTH OF PRIVATE ENTRANCE --N
 DG4847'7157--, AND 2 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DG4847'NORTH, SOUTH AND EAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DG4847'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4847'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4847
 DG4847                          STATION RECOVERY (2006)
 DG4847
 DG4847'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 DG4847'RECOVERED IN GOOD CONDITION.
 DG4847
 DG4847                          STATION RECOVERY (2006)
 DG4847
 DG4847'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DG4847'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 65.0 M
 DG4847'SOUTH-SOUTHEAST OF A --RIGHT CURVE AHEAD-- SIGN POST AND 5.8 M NORTH
 DG4847'OF THE CENTERLINE OF A GRASSY FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0507 ***********************************************************************
 QN0507  DESIGNATION -  CONNERS
 QN0507  PID         -  QN0507
 QN0507  STATE/COUNTY-  WI/SAWYER
 QN0507  COUNTRY     -  US
 QN0507  USGS QUAD   -  OXBO (2018)
 QN0507
 QN0507                         *CURRENT SURVEY CONTROL
 QN0507  ______________________________________________________________________
 QN0507* NAD 83(1991) POSITION- 45 45 28.80326(N) 090 42 50.05687(W)   ADJUSTED
 QN0507* NAVD 88 ORTHO HEIGHT -   451.31  (+/-2cm)     1480.7   (feet) VERTCON3
 QN0507  ______________________________________________________________________
 QN0507  GEOID HEIGHT    -        -30.501 (meters)                     GEOID18
 QN0507  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 QN0507  HORZ ORDER      -  SECOND
 QN0507  VERT ORDER      -  THIRD ? (See Below)
 QN0507
 QN0507.The horizontal coordinates were established by classical geodetic methods
 QN0507.and adjusted by the National Geodetic Survey in November 1991.
 QN0507
 QN0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0507
 QN0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0507.GEOID18 height accuracy estimate available here.
 QN0507
 QN0507.The vertical order pertains to the NGVD 29 superseded value.
 QN0507
 QN0507.Click photographs - Photos may exist for this station.
 QN0507
 QN0507.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0507
 QN0507. The following values were computed from the NAD 83(1991) position.
 QN0507
 QN0507;                    North         East     Units Scale Factor Converg.
 QN0507;SPC WI N     -    65,972.611   544,460.366   MT  0.99997077   -0 30 54.0
 QN0507;SPC WI N     -   216,445.14  1,786,283.72   sFT  0.99997077   -0 30 54.0
 QN0507;UTM  15      - 5,069,701.923   677,786.594   MT  0.99998860   +1 38 17.5
 QN0507
 QN0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0507!SPC WI N     -   0.99993403  x   0.99997077  =   0.99990481
 QN0507!UTM  15      -   0.99993403  x   0.99998860  =   0.99992263
 QN0507
 QN0507:                Primary Azimuth Mark                     Grid Az
 QN0507:SPC WI N     -  CONNERS AZ MK                            137 26 40.0
 QN0507:UTM  15      -  CONNERS AZ MK                            135 17 28.5
 QN0507
 QN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7778669701(NAD 83)
 QN0507
 QN0507|---------------------------------------------------------------------|
 QN0507| PID    Reference Object                     Distance      Geod. Az  |
 QN0507|                                                           dddmmss.s |
 QN0507| CJ4450 CONNERS RM 1                         25.617 METERS 09527     |
 QN0507| QN0459 PHILLIPS MUNICIPAL TANK             APPROX.26.5 KM 1080751.6 |
 QN0507| CJ4449 CONNERS AZ MK                                      1365546.0 |
 QN0507| QN0508 CONNERS LAKE TOWER                   30.344 METERS 35514     |
 QN0507|---------------------------------------------------------------------|
 QN0507
 QN0507                          SUPERSEDED SURVEY CONTROL
 QN0507
 QN0507  NAD 83(1986)-  45 45 28.79831(N)    090 42 50.05193(W) AD(       ) 2
 QN0507  NAD 27      -  45 45 28.93700(N)    090 42 49.49500(W) AD(       ) 2
 QN0507  NGVD 29             451.30   (m)         1480.6    (f) LEVELING    3  
 QN0507
 QN0507.Superseded values are not recommended for survey control.
 QN0507
 QN0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0507.See file dsdata.pdf to determine how the superseded data were derived.
 QN0507
 QN0507_MARKER: DS = TRIANGULATION STATION DISK
 QN0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0507_STAMPING: CONNERS 1952
 QN0507_MARK LOGO: CGS
 QN0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0507+STABILITY: SURFACE MOTION
 QN0507
 QN0507  HISTORY     - Date     Condition        Report By
 QN0507  HISTORY     - 1952     MONUMENTED       CGS
 QN0507
 QN0507                          STATION DESCRIPTION
 QN0507
 QN0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0507'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF PHILLIPS,
 QN0507'10 MILES SOUTHEAST OF DRAPER AND AT THE CONNERS LAKE LOOKOUT
 QN0507'TOWER.
 QN0507'
 QN0507'TO REACH THE STATION FROM THE POST OFFICE IN PHILLIPS, GO
 QN0507'NORTH ON STATE HIGHWAY 13 FOR 0.25 MILE TO A TEXACO SERVICE
 QN0507'STATION ON THE LEFT, TURN LEFT FOR 0.05 MILE TO A SIDE ROAD
 QN0507'RIGHT KNOWN AS THE CONNERS LAKE ROAD, TURN RIGHT ON PAVED
 QN0507'ROAD AND GO WEST AND NORTH FOR 19.2 MILES TO THE AZIMUTH MARK
 QN0507'ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE
 QN0507'TO THE CONNERS LAKE LOOKOUT TOWER AND STATION AS DESCRIBED.
 QN0507'
 QN0507'THE STATION MARK IS STAMPED CONNERS 1952.  IT IS A STANDARD
 QN0507'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 QN0507'IT IS 57 FEET NORTH OF CENTERLINE OF A PAVED ROAD AND 5 FEET
 QN0507'NORTHWEST OF A WITNESS POST.
 QN0507'
 QN0507'REFERENCE MARK NO. 1 IS STAMPED CONNERS NO 1 1952.  IT IS A
 QN0507'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 QN0507'6 INCHES.
 QN0507'
 QN0507'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED CONNERS LAKE TOWER
 QN0507'1941 WAS USED FOR THE SECOND REFERENCE MARK.  IT IS SET IN AN
 QN0507'8 X 8 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 QN0507'IS SET DIRECTLY UNDER THE CENTER OF THE CONNERS LAKE LOOKOUT
 QN0507'TOWER.
 QN0507'
 QN0507'THE AZIMUTH MARK IS STAMPED CONNERS 1952.  IT IS A STANDARD
 QN0507'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 QN0507'IT IS 24.5 FEET EAST OF CENTERLINE OF A PAVED ROAD AND 2.5
 QN0507'FEET NORTHWEST OF A WITNESS POST.
 QN0507'
 QN0507'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0508 ***********************************************************************
 QN0508  DESIGNATION -  CONNERS LAKE TOWER
 QN0508  PID         -  QN0508
 QN0508  STATE/COUNTY-  WI/SAWYER
 QN0508  COUNTRY     -  US
 QN0508  USGS QUAD   -  OXBO (2018)
 QN0508
 QN0508                         *CURRENT SURVEY CONTROL
 QN0508  ______________________________________________________________________
 QN0508* NAD 83(1991) POSITION- 45 45 29.78270(N) 090 42 50.17361(W)   NO CHECK
 QN0508* NAVD 88 ORTHO HEIGHT -   452.51  (+/-2cm)     1484.6   (feet) VERTCON3
 QN0508  ______________________________________________________________________
 QN0508  GEOID HEIGHT    -        -30.501 (meters)                     GEOID18
 QN0508  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 QN0508  HORZ ORDER      -  THIRD
 QN0508  VERT ORDER      -  THIRD ? (See Below)
 QN0508
 QN0508.The horizontal coordinates were established by classical geodetic methods
 QN0508.and adjusted by the National Geodetic Survey in November 1991.
 QN0508
 QN0508.No horizontal observational check was made to the station.
 QN0508
 QN0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0508
 QN0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0508.GEOID18 height accuracy estimate available here.
 QN0508
 QN0508.The vertical order pertains to the NGVD 29 superseded value.
 QN0508
 QN0508.Click photographs - Photos may exist for this station.
 QN0508
 QN0508.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0508
 QN0508. The following values were computed from the NAD 83(1991) position.
 QN0508
 QN0508;                    North         East     Units Scale Factor Converg.
 QN0508;SPC WI N     -    66,002.871   544,458.115   MT  0.99997074   -0 30 54.0
 QN0508;SPC WI N     -   216,544.42  1,786,276.33   sFT  0.99997074   -0 30 54.0
 QN0508;UTM  15      - 5,069,732.077   677,783.208   MT  0.99998859   +1 38 17.4
 QN0508
 QN0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0508!SPC WI N     -   0.99993385  x   0.99997074  =   0.99990459
 QN0508!UTM  15      -   0.99993385  x   0.99998859  =   0.99992244
 QN0508
 QN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7778369732(NAD 83)
 QN0508
 QN0508                          SUPERSEDED SURVEY CONTROL
 QN0508
 QN0508  NAD 83(1986)-  45 45 29.77774(N)    090 42 50.16867(W) AD(       ) 3
 QN0508  NAD 27      -  45 45 29.91700(N)    090 42 49.61200(W) AD(       ) 3
 QN0508  NGVD 29             452.50   (m)         1484.6    (f) LEVELING    3  
 QN0508
 QN0508.Superseded values are not recommended for survey control.
 QN0508
 QN0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0508.See file dsdata.pdf to determine how the superseded data were derived.
 QN0508
 QN0508_MARKER: DB = BENCH MARK DISK
 QN0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0508_STAMPING: CONNERS LAKE TOWER 1941
 QN0508_MARK LOGO: USGS
 QN0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0508+STABILITY: SURFACE MOTION
 QN0508
 QN0508  HISTORY     - Date     Condition        Report By
 QN0508  HISTORY     - 1941     MONUMENTED       USGS
 QN0508  HISTORY     - 1952     GOOD             USGS
 QN0508
 QN0508                          STATION DESCRIPTION
 QN0508
 QN0508'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 QN0508'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF PHILLIPS,
 QN0508'10 MILES SOUTHEAST OF DRAPER AND AT THE CONNERS LAKE LOOKOUT
 QN0508'TOWER.
 QN0508'
 QN0508'TO REACH THE STATION FROM THE POST OFFICE IN PHILLIPS, GO
 QN0508'NORTH ON STATE HIGHWAY 13 FOR 0.25 MILE TO A TEXACO SERVICE
 QN0508'STATION ON THE LEFT, TURN LEFT FOR 0.05 MILE TO A SIDE ROAD
 QN0508'RIGHT KNOWN AS THE CONNERS LAKE ROAD, TURN RIGHT ON PAVED ROAD
 QN0508'AND GO NORTH AND WEST FOR 19.7 MILES TO THE CONNERS LAKE LOOKOUT
 QN0508'TOWER AND STATION AS DESCRIBED.
 QN0508'
 QN0508'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED CONNERS
 QN0508'LAKE TOWER 1941.  IT IS SET IN AN 8 X 8 INCH SQUARE CONCRETE
 QN0508'POST PROJECTING 6 INCHES.  IT IS SET DIRECTLY UNDER THE CENTER
 QN0508'OF THE CONNERS LAKE LOOKOUT TOWER.
 QN0508'
 QN0508'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QN0508'CONNERS AND THE DISTANCE IS 99.56 FEET (30.346 METERS).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1119 ***********************************************************************
 PN1119  DESIGNATION -  CONNET AZ MK
 PN1119  PID         -  PN1119
 PN1119  STATE/COUNTY-  WI/WOOD
 PN1119  COUNTRY     -  US
 PN1119  USGS QUAD   -  WISCONSIN RAPIDS NORTH (2018)
 PN1119
 PN1119                         *CURRENT SURVEY CONTROL
 PN1119  ______________________________________________________________________
 PN1119* NAD 83(1991) POSITION- 44 24 23.33912(N) 089 49 30.97493(W)   ADJUSTED
 PN1119* NAVD 88 ORTHO HEIGHT -   371.02  (+/-2cm)     1217.3   (feet) VERTCON3
 PN1119  ______________________________________________________________________
 PN1119  GEOID HEIGHT    -        -35.292 (meters)                     GEOID18
 PN1119  LAPLACE CORR    -         -5.80  (seconds)                    DEFLEC18
 PN1119  HORZ ORDER      -  SECOND
 PN1119  VERT ORDER      -  THIRD ? (See Below)
 PN1119
 PN1119.The horizontal coordinates were established by classical geodetic methods
 PN1119.and adjusted by the National Geodetic Survey in November 1991.
 PN1119
 PN1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1119
 PN1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1119.GEOID18 height accuracy estimate available here.
 PN1119
 PN1119.The vertical order pertains to the NGVD 29 superseded value.
 PN1119
 PN1119.Click photographs - Photos may exist for this station.
 PN1119
 PN1119.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1119
 PN1119. The following values were computed from the NAD 83(1991) position.
 PN1119
 PN1119;                    North         East     Units Scale Factor Converg.
 PN1119;SPC WI C     -    63,702.260   613,917.958   MT  0.99997410   +0 07 23.8
 PN1119;SPC WI C     -   208,996.50  2,014,162.50   sFT  0.99997410   +0 07 23.8
 PN1119;UTM  16      - 4,920,904.368   275,036.595   MT  1.00022243   -1 58 40.1
 PN1119
 PN1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1119!SPC WI C     -   0.99994736  x   0.99997410  =   0.99992146
 PN1119!UTM  16      -   0.99994736  x   1.00022243  =   1.00016978
 PN1119
 PN1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7503620904(NAD 83)
 PN1119
 PN1119                          SUPERSEDED SURVEY CONTROL
 PN1119
 PN1119  NAD 83(1986)-  44 24 23.33681(N)    089 49 30.98174(W) AD(       ) 2
 PN1119  NAD 27      -  44 24 23.46575(N)    089 49 30.54719(W) AD(       ) 2
 PN1119  NGVD 29             371.04   (m)         1217.3    (f) LEVELING    3  
 PN1119
 PN1119.Superseded values are not recommended for survey control.
 PN1119
 PN1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1119.See file dsdata.pdf to determine how the superseded data were derived.
 PN1119
 PN1119_MARKER: DZ = AZIMUTH MARK DISK
 PN1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1119
 PN1119  HISTORY     - Date     Condition        Report By
 PN1119  HISTORY     - 1980     MONUMENTED       NGS
 PN1119
 PN1119                          STATION DESCRIPTION
 PN1119
 PN1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1119'THE STATION IS LOCATED AT THE NORTH EDGE OF WISCONSIN RAPIDS AND
 PN1119'JUST NORTH OF THE CONSOLIDATED PAPER MILL.
 PN1119'OWNERSHIP--STATE OF WISCONSIN, ON HIGHWAY RIGHT-OF-WAY.
 PN1119'
 PN1119'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13, 73
 PN1119'AND 34 ON THE WEST SIDE OF WISCONSIN RAPIDS, GO NORTH ON STATE
 PN1119'HIGHWAY 34 (NORTH FOURTH AVENUE) FOR 0.5 MILES TO A RAILROAD
 PN1119'CROSSING, JUST SOUTH OF THE CONSOLIDATED PAPER MILL.  CONTINUE
 PN1119'NORTH ON HIGHWAY 34 FOR 0.25 MILE TO A SIDE ROAD LEFT (BROWN
 PN1119'STREET) AND THE STATION ON THE RIGHT AS DESCRIBED.
 PN1119'
 PN1119'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK DISK
 PN1119'STAMPED---CONNET 1926 1980---,
 PN1119'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1119'FLUSH WITH GROUND.  IT IS LOCATED
 PN1119'9.6 METERS (31.5 FT) EAST-SOUTHEAST FROM THE CENTER OF STATE
 PN1119'HIGHWAY 34,
 PN1119'8.99 METERS (29.5 FT) NORTH-NORTHEAST FROM A POWER POLE,
 PN1119'0.944 METER (3.1 FT) NORTHWEST FROM A METAL WITNESS POST AND
 PN1119'0.77 METER (2.5 FT) WEST-NORTHWEST FROM A CHAIN LINK FENCE.
 PN1119'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PN1119'STAMPED---CONNET 1926 1980---,
 PN1119'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 PN1119'
 PN1119'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 PN1119'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 PN1119'
 PN1119'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 PN1119'
 PN1119'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CONNET
 PN1119'1926, USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0491 ***********************************************************************
 PN0491  DESIGNATION -  CONNET RESET
 PN0491  PID         -  PN0491
 PN0491  STATE/COUNTY-  WI/WOOD
 PN0491  COUNTRY     -  US
 PN0491  USGS QUAD   -  WISCONSIN RAPIDS NORTH (2018)
 PN0491
 PN0491                         *CURRENT SURVEY CONTROL
 PN0491  ______________________________________________________________________
 PN0491* NAD 83(1991) POSITION- 44 24 08.74332(N) 089 49 39.72014(W)   ADJUSTED
 PN0491* NAVD 88 ORTHO HEIGHT -   309.457 (meters)     1015.28  (feet) ADJUSTED
 PN0491  ______________________________________________________________________
 PN0491  GEOID HEIGHT    -        -35.286 (meters)                     GEOID18
 PN0491  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 PN0491  DYNAMIC HEIGHT  -        309.402 (meters)     1015.10  (feet) COMP
 PN0491  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 PN0491
 PN0491  HORZ ORDER      -  FIRST
 PN0491  VERT ORDER      -  FIRST     CLASS II
 PN0491
 PN0491.The horizontal coordinates were established by classical geodetic methods
 PN0491.and adjusted by the National Geodetic Survey in November 1991.
 PN0491
 PN0491.The orthometric height was determined by differential leveling and
 PN0491.adjusted by the NATIONAL GEODETIC SURVEY
 PN0491.in June 1991.
 PN0491
 PN0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0491.GEOID18 height accuracy estimate available here.
 PN0491
 PN0491.Click photographs - Photos may exist for this station.
 PN0491
 PN0491.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0491
 PN0491.The dynamic height is computed by dividing the NAVD 88
 PN0491.geopotential number by the normal gravity value computed on the
 PN0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0491.degrees latitude (g = 980.6199 gals.).
 PN0491
 PN0491.The modeled gravity was interpolated from observed gravity values.
 PN0491
 PN0491. The following values were computed from the NAD 83(1991) position.
 PN0491
 PN0491;                    North         East     Units Scale Factor Converg.
 PN0491;SPC WI C     -    63,251.335   613,725.416   MT  0.99997467   +0 07 17.7
 PN0491;SPC WI C     -   207,517.09  2,013,530.80   sFT  0.99997467   +0 07 17.7
 PN0491;UTM  16      - 4,920,460.694   274,827.599   MT  1.00022358   -1 58 45.7
 PN0491
 PN0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0491!SPC WI C     -   0.99995701  x   0.99997467  =   0.99993168
 PN0491!UTM  16      -   0.99995701  x   1.00022358  =   1.00018058
 PN0491
 PN0491:                Primary Azimuth Mark                     Grid Az
 PN0491:SPC WI C     -  CONNET AZ MK                             023 07 19.9
 PN0491:UTM  16      -  CONNET AZ MK                             025 13 23.3
 PN0491
 PN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7482720460(NAD 83)
 PN0491
 PN0491|---------------------------------------------------------------------|
 PN0491| PID    Reference Object                     Distance      Geod. Az  |
 PN0491|                                                           dddmmss.s |
 PN0491| PN1119 CONNET AZ MK                        490.325 METERS 0231437.6 |
 PN0491| CJ4451 CONNET RM 3                          23.037 METERS 04456     |
 PN0491| PN0492 CONNET RM 1                          71.970 METERS 05651     |
 PN0491| PN0493 CONNET RM 2                          54.956 METERS 09046     |
 PN0491| PN1111 TRAVERSE POINT NO 2                 106.210 METERS 09852     |
 PN0491| CJ4452 CONNET RM 4                          27.363 METERS 11254     |
 PN0491| CJ5523 CONNET WM                            13.408 METERS 19409     |
 PN0491| PN0489 MORNING                             336.603 METERS 26706     |
 PN0491|---------------------------------------------------------------------|
 PN0491
 PN0491                          SUPERSEDED SURVEY CONTROL
 PN0491
 PN0491  NAD 83(1986)-  44 24 08.74121(N)    089 49 39.72683(W) AD(       ) 1
 PN0491
 PN0491.Superseded values are not recommended for survey control.
 PN0491
 PN0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0491.See file dsdata.pdf to determine how the superseded data were derived.
 PN0491
 PN0491_MARKER: DH = HORIZONTAL CONTROL DISK
 PN0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0491_STAMPING: CONNET 1926 1973
 PN0491_MARK LOGO: NGS
 PN0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0491+STABILITY: SURFACE MOTION
 PN0491
 PN0491  HISTORY     - Date     Condition        Report By
 PN0491  HISTORY     - 1973     MONUMENTED       NGS
 PN0491  HISTORY     - 1973     GOOD             NGS
 PN0491  HISTORY     - 1980     GOOD             NGS
 PN0491  HISTORY     - 1980     GOOD             NGS
 PN0491  HISTORY     - 1985     GOOD             NGS
 PN0491
 PN0491                          STATION DESCRIPTION
 PN0491
 PN0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PN0491'THE STATION MARK WAS FOUND TO HAVE BEEN HIT AND LEANING SLIGHTLY TO
 PN0491'THE WEST.  THE UNDERGROUND POINT WAS HELD AND THE SURFACE MARK WAS
 PN0491'RESET.  REFERENCE MARKS 1 AND 2 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 PN0491'
 PN0491'THE STATION IS LOCATED AT THE NORTH EDGE OF WISCONSIN RAPIDS, ABOUT
 PN0491'400 FEET SOUTHWEST OF THE INTERSECTION OF BONOW AVE.  AND NORTH 4TH
 PN0491'AVE. (STATE HIGHWAY 34), 207 FEET WEST OF THE CENTERLINE OF NORTH 4TH
 PN0491'AVE., 7 FEET WEST OF THE WEST RAIL OF THE CHICAGO AND NORTHWESTERN
 PN0491'RAILROAD, 44 FEET NORTH OF THE NORTH RAIL OF THE GREEN BAY AND WESTERN
 PN0491'RAILROAD, 3 FEET EAST OF A METAL WITNESS POST AND 27 FEET SOUTHWEST OF
 PN0491'THE CONCRETE POST OF A METAL SIGNAL BOX.  THE MONUMENT PROJECTS 2
 PN0491'INCHES AND THE DISK IS STAMPED CONNET 1926 1973.
 PN0491'
 PN0491'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CONNET 1926 NO 1 1973,
 PN0491'SET IN A DRILL HOLE IN THE TOP AND WEST SIDE OF THE CONCRETE BASE OF
 PN0491'METAL STREET LIGHT, 185 FEET NORTH OF THE NORTH RAIL OF THE GREEN BAY
 PN0491'AND WESTERN RAILROAD AND 27 FEET WEST OF THE CENTERLINE OF NORTH 4TH
 PN0491'AVE.
 PN0491'
 PN0491'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CONNET 1926 NO 2 1973
 PN0491'SET IN A DRILL HOLE IN THE TOP AND WEST SIDE OF THE CONCRETE BASE OF A
 PN0491'METAL STREET LIGHT, 52 FEET NORTH OF THE NORTH RAIL OF THE GREEN BAY
 PN0491'AND WESTERN RAILROAD AND 27 FEET WEST OF THE CENTERLINE OF NORTH 4TH
 PN0491'AVE.
 PN0491'
 PN0491'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.  AIRLINE DISTANCE AND
 PN0491'DIRECTION FROM NEAREST TOWN--AT WISCONSIN RAPIDS.
 PN0491
 PN0491                          STATION RECOVERY (1973)
 PN0491
 PN0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PN0491'AT THE NORTH EDGE OF WISCONSIN RAPIDS, ABOUT 400 FEET SOUTHWEST
 PN0491'OF THE INTERSECTION OF BONOW AVE. AND NORTH 4TH AVE., 207 FEET
 PN0491'WEST OF THE CENTERLINE OF NORTH 4TH AVE., 7 FEET WEST OF THE WEST
 PN0491'RAIL OF THE CHICAGO AND NORTHWESTERN RAILROAD, 44 FEET NORTH OF
 PN0491'THE NORTH RAIL OF THE GREEN BAY AND WESTERN RAILROAD, 3 FEET EAST
 PN0491'OF A METAL WITNESS POST, 27 FEET SOUTHWEST OF THE CONCRETE POST
 PN0491'OF A METAL SIGNAL BOX AND SET IN THE TOP OF A SQUARE CONCRETE POST
 PN0491'PROJECTING 2 INCHES.
 PN0491
 PN0491                          STATION RECOVERY (1980)
 PN0491
 PN0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN0491'THE STATION MARK WAS RECOVERED AND FOUND TO HAVE THE CONCRETE BROKEN
 PN0491'OFF ON THE WEST SIDE OF THE SURFACE MONUMENT.  REFERENCE MARKS 1 AND 2
 PN0491'WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 PN0491'REFERENCE MARKS 1 AND 2 COMPARED FAVORABLY WITH THE 1973 DATA BY
 PN0491'C.L.N.  A NEW AZIMUTH MARK AND NEW REFERENCE MARKS 3 AND 4 WERE
 PN0491'ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PN0491'
 PN0491'THE STATION IS LOCATED AT THE NORTH EDGE OF WISCONSIN RAPIDS AND JUST
 PN0491'SOUTH OF THE CONSOLIDATED PAPER MILL ALONG SIDE RAILROAD TRACK.
 PN0491'OWNERSHIP--ON RAILROAD RIGHT-OF-WAY.
 PN0491'
 PN0491'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13, 73 AND 34
 PN0491'ON THE WEST SIDE OF WISCONSIN RAPIDS, GO NORTH ON STATE HIGHWAY 34
 PN0491'(NORTH FOURTH AVENUE) FOR 0.5 MILE TO A RAILROAD CROSSING JUST SOUTH
 PN0491'OF THE CONSOLIDATED PAPER MILL AND THE STATION ON THE LEFT ABOUT 200
 PN0491'FEET OFF THE ROAD AS DESCRIBED.
 PN0491'
 PN0491'THE STATION IS A STANDARD CGS DISK STAMPED---CONNET 1926 1973---, SET
 PN0491'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE FLUSH WITH
 PN0491'GROUND.  IT IS LOCATED 14 METERS (46 FT) NORTH-NORTHEAST FROM THE
 PN0491'CENTER OF THE TWO CROSSINGS OF THE RAILROAD TRACKS, 7.9 METERS (26 FT)
 PN0491'WEST-SOUTHWEST FROM A RAILROAD SWITCH BOX, 1.9 METERS (6.5 FT) WEST
 PN0491'FROM THE WEST RAIL OF THE RAILROAD TRACK AND 1.5 METERS (5 FT)
 PN0491'EAST-SOUTHEAST FROM A METAL WITNESS POST.
 PN0491'
 PN0491'THE UNDERGROUND MARK IS THERE ACCORDING TO THE 1973 DATA.
 PN0491'
 PN0491'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 PN0491'---CONNET 1926 NO 1 1973---, CEMENTED IN DRILL HOLE IN THE TOP AND
 PN0491'WEST SIDE OF THE CONCRETE BASE OF A METAL LIGHT POLE, 60 CM LARGEST
 PN0491'DIMENSION.  IT IS LOCATED 8.2 METERS (27 FT) WEST FROM THE CENTER OF
 PN0491'NORTH FOURTH AVENUE, 5.1 METERS (17 FT) SOUTH FROM A WOODEN RAILROAD
 PN0491'CROSSING SIGN AND 2.6 METERS (8.5 FT) EAST FROM THE EAST RAIL OF A
 PN0491'RAILROAD TRACK.  THE MARK IS LEVEL WITH STATION.
 PN0491'
 PN0491'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 PN0491'---CONNET 1926 NO 2 1973---, CEMENTED IN DRILL HOLE IN THE TOP AND
 PN0491'WEST SIDE OF THE CONCRETE BASE OF A METAL LIGHT POLE, 60 CM LARGEST
 PN0491'DIMENSION.  IT IS LOCATED 8.4 METERS (27.5 FT) WEST FROM THE CENTER OF
 PN0491'NORTH FOURTH AVENUE, 0.4 METER (1.4 FT) WEST FROM A CURB ALONG NORTH
 PN0491'FOURTH AVENUE AND 13 METERS (42.5 FT) NORTH-NORTHEAST FROM A RAILROAD
 PN0491'CROSSIN WARNING LIGHT POLE.  THE MARK IS LEVEL WITH STATION.
 PN0491'
 PN0491'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK STAMPED
 PN0491'---CONNET 1926 NO 3 1980---, SET INTO THE TOP OF A ROUND CONCRETE
 PN0491'MONUMENT 30 CM IN DIAMETER PROJECTING 3 CM ABOVE THE GROUND.  IT IS
 PN0491'LOCATED 15.8 METERS (52 FT) NORTHEAST FROM A RAILROAD SWITCH BOX, 6.4
 PN0491'METERS (21 FT) WEST FROM A POWER POLE NUMBER 22-6-72 51/3, 5.2 METERS
 PN0491'(17 FT) EAST-SOUTHEAST FROM THE EAST RAIL OF THE RAILROAD TRACK AND
 PN0491'1.2 METERS (4 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.  THE MARK
 PN0491'IS BELOW STATION 0.5 METERS.
 PN0491'
 PN0491'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK STAMPED
 PN0491'---CONNET 1926 NO 4 1980---, SET INTO THE TOP OF A ROUND CONCRETE
 PN0491'MONUMENT 30 CM IN DIAMETER PROJECTING 2 CM ABOVE THE GROUND.  IT IS
 PN0491'LOCATED 21.3 METERS (70 FT) SOUTH-SOUTHEAST FROM A RAILROAD SWITCH
 PN0491'BOX, 3.8 METERS (12.5 FT) NORTH FROM THE NORTH RAIL OF RAILROAD TRACKS
 PN0491'AND 1.1 METERS (3.7 FT) EAST FROM A METAL WITNESS POST.  THE MARK IS
 PN0491'BELOW STATION 0.5 METERS.
 PN0491'
 PN0491'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 PN0491'---CONNET 1926 1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PN0491'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 9.6 METERS
 PN0491'(31.5 FT) EAST-SOUTHEAST FROM THE CENTER OF STATE HIGHWAY 34, 8.99
 PN0491'METERS (29.5 FT) NORTH-NORTHEAST FROM A POWER POLE, 0.944 METERS
 PN0491'(3.1 FT) NORTHWEST FROM A METAL WITNESS POST AND 0.77 METERS (2.5 FT)
 PN0491'WEST-NORTHWEST FROM A CHAIN LINK FENCE.
 PN0491'
 PN0491'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ON STATE
 PN0491'HIGHWAY 34 (NORTH FOURTH AVENUE) FOR 0.25 MILE TO A SIDE ROAD ON THE
 PN0491'LEFT (BROWN STREET) AND THE MARK ON THE RIGHT AS DESCRIBED.
 PN0491'
 PN0491'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 PN0491
 PN0491                          STATION RECOVERY (1980)
 PN0491
 PN0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 PN0491'STATION MARK AND 1980 RMS 3 AND 4 WERE RECOVERED IN GOOD CONDITION.
 PN0491'
 PN0491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WISCONSIN RAPIDS.
 PN0491
 PN0491                          STATION RECOVERY (1985)
 PN0491
 PN0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0141 ***********************************************************************
 QM0141  DESIGNATION -  CONNOR
 QM0141  PID         -  QM0141
 QM0141  STATE/COUNTY-  WI/FOREST
 QM0141  COUNTRY     -  US
 QM0141  USGS QUAD   -  NEWALD (2018)
 QM0141
 QM0141                         *CURRENT SURVEY CONTROL
 QM0141  ______________________________________________________________________
 QM0141* NAD 83(1991) POSITION- 45 38 01.79564(N) 088 40 56.57759(W)   ADJUSTED
 QM0141* NAVD 88 ORTHO HEIGHT -   478.171 (meters)     1568.80  (feet) ADJUSTED
 QM0141  ______________________________________________________________________
 QM0141  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 QM0141  LAPLACE CORR    -         -5.98  (seconds)                    DEFLEC18
 QM0141  DYNAMIC HEIGHT  -        478.145 (meters)     1568.71  (feet) COMP
 QM0141  MODELED GRAVITY -    980,544.5   (mgal)                       NAVD 88
 QM0141
 QM0141  HORZ ORDER      -  FIRST
 QM0141  VERT ORDER      -  FIRST     CLASS II
 QM0141
 QM0141.The horizontal coordinates were established by classical geodetic methods
 QM0141.and adjusted by the National Geodetic Survey in November 1991.
 QM0141
 QM0141.The orthometric height was determined by differential leveling and
 QM0141.adjusted by the NATIONAL GEODETIC SURVEY
 QM0141.in June 1991.
 QM0141
 QM0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0141.GEOID18 height accuracy estimate available here.
 QM0141
 QM0141.Click photographs - Photos may exist for this station.
 QM0141
 QM0141.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0141
 QM0141.The dynamic height is computed by dividing the NAVD 88
 QM0141.geopotential number by the normal gravity value computed on the
 QM0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0141.degrees latitude (g = 980.6199 gals.).
 QM0141
 QM0141.The modeled gravity was interpolated from observed gravity values.
 QM0141
 QM0141. The following values were computed from the NAD 83(1991) position.
 QM0141
 QM0141;                    North         East     Units Scale Factor Converg.
 QM0141;SPC WI N     -    52,774.649   702,732.267   MT  0.99998849   +0 57 01.8
 QM0141;SPC WI N     -   173,144.83  2,305,547.45   sFT  0.99998849   +0 57 01.8
 QM0141;UTM  16      - 5,054,741.497   368,872.967   MT  0.99981140   -1 12 10.4
 QM0141
 QM0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0141!SPC WI N     -   0.99993031  x   0.99998849  =   0.99991880
 QM0141!UTM  16      -   0.99993031  x   0.99981140  =   0.99974172
 QM0141
 QM0141:                Primary Azimuth Mark                     Grid Az
 QM0141:SPC WI N     -  SAWYER                                   182 33 28.6
 QM0141:UTM  16      -  SAWYER                                   184 42 40.8
 QM0141
 QM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6887254741(NAD 83)
 QM0141
 QM0141|---------------------------------------------------------------------|
 QM0141| PID    Reference Object                     Distance      Geod. Az  |
 QM0141|                                                           dddmmss.s |
 QM0141| QM0142 SAWYER                              APPROX. 4.2 KM 1833030.4 |
 QM0141|---------------------------------------------------------------------|
 QM0141
 QM0141                          SUPERSEDED SURVEY CONTROL
 QM0141
 QM0141  NAD 83(1986)-  45 38 01.79770(N)    088 40 56.57945(W) AD(       ) 1
 QM0141  NAD 27      -  45 38 01.93500(N)    088 40 56.19500(W) AD(       ) 1
 QM0141  USSD        -  45 38 02.01500(N)    088 40 56.02100(W) AD(       ) 3
 QM0141  NGVD 29 (??/??/92)  478.161  (m)         1568.77   (f) ADJ UNCH    1 2
 QM0141  NGVD 29             478.16   (m)         1568.8    (f) LEVELING    3  
 QM0141
 QM0141.Superseded values are not recommended for survey control.
 QM0141
 QM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0141.See file dsdata.pdf to determine how the superseded data were derived.
 QM0141
 QM0141_MARKER: DS = TRIANGULATION STATION DISK
 QM0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0141_STAMPING: CONNOR 1921
 QM0141_MARK LOGO: CGS
 QM0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0141+STABILITY: SURFACE MOTION
 QM0141
 QM0141  HISTORY     - Date     Condition        Report By
 QM0141  HISTORY     - 1921     MONUMENTED       CGS
 QM0141  HISTORY     - 1934     MARK NOT FOUND   CGS
 QM0141  HISTORY     - 1935     SEE DESCRIPTION  WIGS
 QM0141  HISTORY     - 1972     SEE DESCRIPTION  USGS
 QM0141  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0141  HISTORY     - 20051206 MARK NOT FOUND   WIDT
 QM0141
 QM0141                          STATION DESCRIPTION
 QM0141
 QM0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0141'STATION IS ABOUT 1 MILE S OF THE CHICAGO AND NORTHWESTERN
 QM0141'RAILWAY AND THE SOO LINE CROSSING, 3 METERS N OF THE N SWITCH
 QM0141'STAND AT SIDING 62, 25 METERS NW OF MILEPOST G.B. 94, 1.80
 QM0141'METERS (5.905 FEET) W OF THE W RAIL OF THE CHICAGO AND
 QM0141'NORTHWESTERN RAILWAY.
 QM0141'
 QM0141'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0141'DISKS SET IN CONCRETE.
 QM0141'
 QM0141'THE UNDERGROUND MARK IS 30 INCHES DEEP.
 QM0141
 QM0141                          STATION RECOVERY (1934)
 QM0141
 QM0141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0141'5.3 MI N FROM LAONA.
 QM0141'5.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QM0141'LAONA, FOREST COUNTY, 1 MILE SOUTH OF THE MINNEAPOLIS, ST. PAUL
 QM0141'AND SAULT STE. MARIE RAILROAD CROSSING, AT A SIDING 62, 27 YARDS
 QM0141'NORTHWEST OF MILEPOST GB 94, 10 FEET NORTH OF A SWITCHSTAND,
 QM0141'AND 5.9 FEET WEST OF THE WEST RAIL.  A STANDARD
 QM0141'TRIANGULATION-STATION DISK, STAMPED CONNOR 1921 AND SET IN THE
 QM0141'TOP OF A CONCRETE POST.
 QM0141
 QM0141                          STATION RECOVERY (1935)
 QM0141
 QM0141'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0141'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 QM0141'
 QM0141'NOTE--MARKER HAS BEEN MARRED BY A PICK OR BULLET, HAS 7
 QM0141'DENTS ON FACE.  DATE IS NEARLY ALL GONE AND ALSO MOST OF THE
 QM0141'NAME.  PROBABLY DONE BY HUNTERS.
 QM0141
 QM0141                          STATION RECOVERY (1972)
 QM0141
 QM0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (REK)
 QM0141'THIS MARK HAD BEEN HIT BY MACHINERY AND DESTROYED, CONCRETE
 QM0141'POST NEARBY, UNDERGROUND MARK COULD PROBABLY BE RECOVERED.
 QM0141
 QM0141                          STATION RECOVERY (1985)
 QM0141
 QM0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0141'MARK NOT FOUND.
 QM0141
 QM0141                          STATION RECOVERY (2005)
 QM0141
 QM0141'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0141'MARK NOT FOUND. NOTE--SEARCHED AREA FOR EVIDENCE OF THE MONUMENT BUT
 QM0141'FOUND NONE. THE PREVIOUS RECOVERY NOTE FROM 1972 DESCRIBED THIS
 QM0141'MONUMENT AS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AF9942 ***********************************************************************
 AF9942  DESIGNATION -  CONNOR LAKE GPS
 AF9942  PID         -  AF9942
 AF9942  STATE/COUNTY-  WI/SAWYER
 AF9942  COUNTRY     -  US
 AF9942  USGS QUAD   -  KENNAN NW (2018)
 AF9942
 AF9942                         *CURRENT SURVEY CONTROL
 AF9942  ______________________________________________________________________
 AF9942* NAD 83(2011) POSITION- 45 44 26.36515(N) 090 41 28.52260(W)   ADJUSTED
 AF9942* NAD 83(2011) ELLIP HT-   409.142 (meters)        (06/27/12)   ADJUSTED
 AF9942* NAD 83(2011) EPOCH   -  2010.00
 AF9942* NAVD 88 ORTHO HEIGHT -   439.699 (meters)     1442.58  (feet) ADJUSTED
 AF9942  ______________________________________________________________________
 AF9942  GEOID HEIGHT    -        -30.555 (meters)                     GEOID18
 AF9942  NAD 83(2011) X  -    -53,798.751 (meters)                     COMP
 AF9942  NAD 83(2011) Y  - -4,458,971.169 (meters)                     COMP
 AF9942  NAD 83(2011) Z  -  4,545,469.717 (meters)                     COMP
 AF9942  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 AF9942  DYNAMIC HEIGHT  -        439.676 (meters)     1442.50  (feet) COMP
 AF9942  MODELED GRAVITY -    980,548.7   (mgal)                       NAVD 88
 AF9942
 AF9942  VERT ORDER      -  SECOND    CLASS I
 AF9942
 AF9942  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9942  Standards:
 AF9942         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9942            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9942  -------------------------------------------------------------------
 AF9942  NETWORK    0.45   1.23           0.21   0.15   0.63      0.00868873
 AF9942  -------------------------------------------------------------------
 AF9942  Click here for local accuracies and other accuracy information.
 AF9942
 AF9942.The horizontal coordinates were established by GPS observations
 AF9942.and adjusted by the National Geodetic Survey in June 2012.
 AF9942
 AF9942.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9942.been affixed to the stable North American tectonic plate. See 
 AF9942.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9942
 AF9942.The horizontal coordinates are valid at the epoch date displayed above
 AF9942.which is a decimal equivalence of Year/Month/Day.
 AF9942
 AF9942.The orthometric height was determined by differential leveling and
 AF9942.adjusted by the WI DEPT OF TRANSP
 AF9942.in May 2012.
 AF9942
 AF9942.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9942.GEOID18 height accuracy estimate available here.
 AF9942
 AF9942.Click photographs - Photos may exist for this station.
 AF9942
 AF9942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9942
 AF9942.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9942
 AF9942.The ellipsoidal height was determined by GPS observations
 AF9942.and is referenced to NAD 83.
 AF9942
 AF9942.The dynamic height is computed by dividing the NAVD 88
 AF9942.geopotential number by the normal gravity value computed on the
 AF9942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9942.degrees latitude (g = 980.6199 gals.).
 AF9942
 AF9942.The modeled gravity was interpolated from observed gravity values.
 AF9942
 AF9942. The following values were computed from the NAD 83(2011) position.
 AF9942
 AF9942;                    North         East     Units Scale Factor Converg.
 AF9942;SPC WI N     -    64,029.438   546,205.522   MT  0.99997297   -0 29 55.1
 AF9942;SPC WI N     -   210,069.91  1,792,009.28   sFT  0.99997297   -0 29 55.1
 AF9942;UTM  15      - 5,067,825.641   679,603.553   MT  0.99999659   +1 39 14.2
 AF9942
 AF9942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9942!SPC WI N     -   0.99993586  x   0.99997297  =   0.99990883
 AF9942!UTM  15      -   0.99993586  x   0.99999659  =   0.99993245
 AF9942
 AF9942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7960367825(NAD 83)
 AF9942
 AF9942                          SUPERSEDED SURVEY CONTROL
 AF9942
 AF9942  NAD 83(2007)-  45 44 26.36524(N)    090 41 28.52330(W) AD(2002.00) 0
 AF9942  ELLIP H (02/10/07)  409.172  (m)                       GP(2002.00)    
 AF9942  NAD 83(1997)-  45 44 26.36531(N)    090 41 28.52391(W) AD(       ) 1
 AF9942  ELLIP H (12/26/02)  409.186  (m)                       GP(       ) 3 2
 AF9942  NAD 83(1991)-  45 44 26.36493(N)    090 41 28.52276(W) AD(       ) 1
 AF9942  ELLIP H (04/30/98)  409.200  (m)                       GP(       ) 3 2
 AF9942  NAVD 88             439.70   (m)         1442.6    (f) LEVELING    3  
 AF9942  NAVD 88 (04/30/98)  439.6    (m)  GEOID96  model used  GPS OBS        
 AF9942
 AF9942.Superseded values are not recommended for survey control.
 AF9942
 AF9942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9942.See file dsdata.pdf to determine how the superseded data were derived.
 AF9942
 AF9942_MARKER: DD = SURVEY DISK
 AF9942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9942_STAMPING: CONNOR LAKE GPS 1995
 AF9942_MARK LOGO: WI-099
 AF9942_PROJECTION: FLUSH
 AF9942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9942+STABILITY: SURFACE MOTION
 AF9942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9942+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2010
 AF9942
 AF9942  HISTORY     - Date     Condition        Report By
 AF9942  HISTORY     - 1995     MONUMENTED       WI-099
 AF9942  HISTORY     - 20080918 GOOD             WIDT
 AF9942  HISTORY     - 20100614 GOOD             WIDT
 AF9942
 AF9942                          STATION DESCRIPTION
 AF9942
 AF9942'DESCRIBED BY PRICE COUNTY WISCONSIN 1995 (AS)
 AF9942'STATION IS LOCATED ABOUT 42 MI (67.6 KM) SOUTHEAST OF HAYWARD, IN
 AF9942'SECTION 36, T38N, R3W.  TO REACH STATION FROM THE JUNCTION OF S.T.H.
 AF9942'70 AND C.T.H.  W, IN WINTER, WHICH IS 32.8 MI (52.8 KM) SOUTHEAST OF
 AF9942'HAYWARD, VIA C.T.H.  B AND C.T.H.  W.  GO SOUTHEAST ON C.T.H.  W, 19.3
 AF9942'MI (31.1 KM) TO JUNCTION WITH DRIVEWAY INTO CLEARING, WHICH IS 1.8 MI
 AF9942'(2.9 KM) EAST OF THE JUNCTION OF C.T.H.  W AND C.T.H.  M AND 0.6 MI
 AF9942'(1.0 KM) WEST OF THE SAWYER CO-PRICE CO LINE, TURN RIGHT ON DRIVEWAY,
 AF9942'GO 200 FT (61.0 M) TO STATION.  STATION IS LOCATED 200.0 FT (61.0 M)
 AF9942'SOUTHWEST OF CENTERLINE OF C.T.H.  W, 2.1 FT (0.6 M) NORTH OF A
 AF9942'CARSONITE WITNESS POST AND 1.9 FT (0.6 M) SOUTHWEST OF A CARSONITE
 AF9942'WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA,
 AF9942'SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN
 AF9942'GROUND.
 AF9942
 AF9942                          STATION RECOVERY (2008)
 AF9942
 AF9942'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 AF9942'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 AF9942'OF COUNTY HIGHWAY W WITH COUNTY HIGHWAY M SOUTH APPROXIMATELY 15 MILES
 AF9942'SOUTHEAST OF THE VILLAGE OF WINTER, GO SOUTHEAST ON COUNTY HIGHWAY W
 AF9942'FOR 1.77 MILES TO THE STATION IN A CLEARING ON THE RIGHT.
 AF9942'THE STATION IS 61.0 M SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY W,
 AF9942'0.7 MILE NORTHWEST OF THE SAWYER-PRICE COUNTY LINE, AND 1.0 M SOUTH,
 AF9942'1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AF9942'POSTS.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS HIGHER
 AF9942'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN ALL QUADRANTS
 AF9942'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 AF9942
 AF9942                          STATION RECOVERY (2010)
 AF9942
 AF9942'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (EPS)
 AF9942'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5427 ***********************************************************************
 DN5427  DESIGNATION -  CONNORS LK 1
 DN5427  PID         -  DN5427
 DN5427  STATE/COUNTY-  WI/BURNETT
 DN5427  COUNTRY     -  US
 DN5427  USGS QUAD   -  WEBSTER (2018)
 DN5427
 DN5427                         *CURRENT SURVEY CONTROL
 DN5427  ______________________________________________________________________
 DN5427* NAD 83(1986) POSITION- 45 54 35.9    (N) 092 18 01.7    (W)   HD_HELD2
 DN5427* NAVD 88 ORTHO HEIGHT -   298.727 (meters)      980.07  (feet) ADJUSTED
 DN5427  ______________________________________________________________________
 DN5427  GEOID HEIGHT    -        -26.684 (meters)                     GEOID18
 DN5427  DYNAMIC HEIGHT  -        298.749 (meters)      980.15  (feet) COMP
 DN5427  MODELED GRAVITY -    980,680.8   (mgal)                       NAVD 88
 DN5427
 DN5427  VERT ORDER      -  SECOND    CLASS I
 DN5427
 DN5427.The horizontal coordinates were established by autonomous hand held GPS
 DN5427.observations and have an estimated accuracy of +/- 10 meters.
 DN5427
 DN5427.The orthometric height was determined by differential leveling and
 DN5427.adjusted by the WI DEPT OF TRANSP
 DN5427.in May 2012.
 DN5427
 DN5427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5427.GEOID18 height accuracy estimate available here.
 DN5427
 DN5427.Click photographs - Photos may exist for this station.
 DN5427
 DN5427.The dynamic height is computed by dividing the NAVD 88
 DN5427.geopotential number by the normal gravity value computed on the
 DN5427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5427.degrees latitude (g = 980.6199 gals.).
 DN5427
 DN5427.The modeled gravity was interpolated from observed gravity values.
 DN5427
 DN5427;                    North         East    Units  Estimated Accuracy
 DN5427;SPC WI N     -    85,198.      421,542.      MT  (+/- 10 meters HH2 GPS)
 DN5427
 DN5427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5425384282(NAD 83)
 DN5427
 DN5427                          SUPERSEDED SURVEY CONTROL
 DN5427
 DN5427.No superseded survey control is available for this station.
 DN5427
 DN5427_MARKER: DB = BENCH MARK DISK
 DN5427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5427_STAMPING: CONNORS LK 1 2010
 DN5427_MARK LOGO: WI-013
 DN5427_PROJECTION: FLUSH
 DN5427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5427+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5427
 DN5427  HISTORY     - Date     Condition        Report By
 DN5427  HISTORY     - 2010     MONUMENTED       WI-013
 DN5427  HISTORY     - 20110214 GOOD             GEOSPC
 DN5427
 DN5427                          STATION DESCRIPTION
 DN5427
 DN5427'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5427'THE STATION IS LOCATED 3.9 MI (6.3 KM) NORTHEAST OF WEBSTER, WI.
 DN5427'
 DN5427'TO REACH THE STATION FROM THE JUNCTION OF FROM THE JUNCTION OF STATE
 DN5427'HIGHWAY 35 WITH COUNTY HIGHWAY C, GO EAST ON COUNTY HIGHWAY C FOR 1.0
 DN5427'MI (1.6 KM) TO DEVILS LAKE ROAD.  CONTINUE EAST ON DEVILS LAKE ROAD
 DN5427'FOR 2.7 MI (4.3 KM) TO CONNORS LAKE ROAD ON THE RIGHT.  TURN RIGHT AND
 DN5427'GO SOUTHERLY ON CONNORS LAKE ROAD FOR 0.6 MI (1.0 KM) TO THE STATION
 DN5427'ON THE RIGHT.
 DN5427'
 DN5427'THE STATION IS LOCATED 19 FT (5.8 M) NORTH OF THE CENTER OF LANDING
 DN5427'ROAD, 90 FT (27.4 M) WEST OF THE EDGE OF PAVEMENT OF CONNORS LAKE
 DN5427'ROAD, 60 FT (18.3 M) NORTH OF THE CENTER OF THE EXTENDED CENTER OF
 DN5427'PRIVATE ENTRANCE NUMBER '6141 OAKLAND' AND 3 FT (0.9 M) SOUTH,
 DN5427'NORTHEAST AND NORTHWEST OF THREE METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5426 ***********************************************************************
 DN5426  DESIGNATION -  CONNORS LK 2
 DN5426  PID         -  DN5426
 DN5426  STATE/COUNTY-  WI/BURNETT
 DN5426  COUNTRY     -  US
 DN5426  USGS QUAD   -  WEBSTER (2018)
 DN5426
 DN5426                         *CURRENT SURVEY CONTROL
 DN5426  ______________________________________________________________________
 DN5426* NAD 83(1986) POSITION- 45 55 02.8    (N) 092 17 55.4    (W)   HD_HELD2
 DN5426* NAVD 88 ORTHO HEIGHT -   296.236 (meters)      971.90  (feet) ADJUSTED
 DN5426  ______________________________________________________________________
 DN5426  GEOID HEIGHT    -        -26.667 (meters)                     GEOID18
 DN5426  DYNAMIC HEIGHT  -        296.259 (meters)      971.98  (feet) COMP
 DN5426  MODELED GRAVITY -    980,681.6   (mgal)                       NAVD 88
 DN5426
 DN5426  VERT ORDER      -  SECOND    CLASS I
 DN5426
 DN5426.The horizontal coordinates were established by autonomous hand held GPS
 DN5426.observations and have an estimated accuracy of +/- 10 meters.
 DN5426
 DN5426.The orthometric height was determined by differential leveling and
 DN5426.adjusted by the WI DEPT OF TRANSP
 DN5426.in May 2012.
 DN5426
 DN5426.No vertical observational check was made to the station.
 DN5426
 DN5426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5426.GEOID18 height accuracy estimate available here.
 DN5426
 DN5426.Click photographs - Photos may exist for this station.
 DN5426
 DN5426.The dynamic height is computed by dividing the NAVD 88
 DN5426.geopotential number by the normal gravity value computed on the
 DN5426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5426.degrees latitude (g = 980.6199 gals.).
 DN5426
 DN5426.The modeled gravity was interpolated from observed gravity values.
 DN5426
 DN5426;                    North         East    Units  Estimated Accuracy
 DN5426;SPC WI N     -    86,024.      421,702.      MT  (+/- 10 meters HH2 GPS)
 DN5426
 DN5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5438285114(NAD 83)
 DN5426
 DN5426                          SUPERSEDED SURVEY CONTROL
 DN5426
 DN5426.No superseded survey control is available for this station.
 DN5426
 DN5426_MARKER: DB = BENCH MARK DISK
 DN5426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5426_STAMPING: CONNORS LK 2 2010
 DN5426_MARK LOGO: WI-013
 DN5426_PROJECTION: FLUSH
 DN5426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5426+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5426
 DN5426  HISTORY     - Date     Condition        Report By
 DN5426  HISTORY     - 2010     MONUMENTED       WI-013
 DN5426  HISTORY     - 20110214 GOOD             GEOSPC
 DN5426
 DN5426                          STATION DESCRIPTION
 DN5426
 DN5426'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5426'THE STATION IS LOCATED 4.3 MI (6.9 KM) NORTHEAST OF WEBSTER, WI.
 DN5426'
 DN5426'TO REACH THE STATION FROM THE JUNCTION OF FROM THE JUNCTION OF STATE
 DN5426'HIGHWAY 35 WITH COUNTY HIGHWAY C, GO EAST ON COUNTY HIGHWAY C FOR 1.0
 DN5426'MI (1.6 KM) TO DEVILS LAKE ROAD.  CONTINUE EAST ON DEVILS LAKE ROAD
 DN5426'FOR 2.4 MI (3.9 KM) TO THE STATION ON THE LEFT.
 DN5426'
 DN5426'THE STATION IS LOCATED 17 FT (5.2 M) NORTH OF OF THE EDGE OF PAVEMENT
 DN5426'OF DEVILS LAKE ROAD, 14 FT (4.3 M) WEST OF THE CORNER POST OF A WOOD
 DN5426'FENCE, 6 FT (1.8 M) NORTHWEST OF TELEPHONE PEDESTAL NUMBER 'LYLK 1000
 DN5426'16 LP3' AND 3 FT (0.9 M) NORTHEAST, NORTHWEST AND SOUTH OF THREE METAL
 DN5426'WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5428 ***********************************************************************
 DN5428  DESIGNATION -  CONNORS YELLOW
 DN5428  PID         -  DN5428
 DN5428  STATE/COUNTY-  WI/BURNETT
 DN5428  COUNTRY     -  US
 DN5428  USGS QUAD   -  WEBSTER (2018)
 DN5428
 DN5428                         *CURRENT SURVEY CONTROL
 DN5428  ______________________________________________________________________
 DN5428* NAD 83(1986) POSITION- 45 53 15.9    (N) 092 19 00.1    (W)   HD_HELD2
 DN5428* NAVD 88 ORTHO HEIGHT -   293.504 (meters)      962.94  (feet) ADJUSTED
 DN5428  ______________________________________________________________________
 DN5428  GEOID HEIGHT    -        -26.721 (meters)                     GEOID18
 DN5428  DYNAMIC HEIGHT  -        293.525 (meters)      963.01  (feet) COMP
 DN5428  MODELED GRAVITY -    980,678.6   (mgal)                       NAVD 88
 DN5428
 DN5428  VERT ORDER      -  SECOND    CLASS I
 DN5428
 DN5428.The horizontal coordinates were established by autonomous hand held GPS
 DN5428.observations and have an estimated accuracy of +/- 10 meters.
 DN5428
 DN5428.The orthometric height was determined by differential leveling and
 DN5428.adjusted by the WI DEPT OF TRANSP
 DN5428.in May 2012.
 DN5428
 DN5428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5428.GEOID18 height accuracy estimate available here.
 DN5428
 DN5428.Click photographs - Photos may exist for this station.
 DN5428
 DN5428.The dynamic height is computed by dividing the NAVD 88
 DN5428.geopotential number by the normal gravity value computed on the
 DN5428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5428.degrees latitude (g = 980.6199 gals.).
 DN5428
 DN5428.The modeled gravity was interpolated from observed gravity values.
 DN5428
 DN5428;                    North         East    Units  Estimated Accuracy
 DN5428;SPC WI N     -    82,766.      420,212.      MT  (+/- 10 meters HH2 GPS)
 DN5428
 DN5428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5301681802(NAD 83)
 DN5428
 DN5428                          SUPERSEDED SURVEY CONTROL
 DN5428
 DN5428.No superseded survey control is available for this station.
 DN5428
 DN5428_MARKER: DD = SURVEY DISK
 DN5428_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN5428_SP_SET: BRIDGE DECK
 DN5428_STAMPING: CONNORS YELLOW 2010
 DN5428_MARK LOGO: WIDT
 DN5428_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN5428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5428+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5428
 DN5428  HISTORY     - Date     Condition        Report By
 DN5428  HISTORY     - 2010     MONUMENTED       WIDT
 DN5428  HISTORY     - 20110214 GOOD             GEOSPC
 DN5428
 DN5428                          STATION DESCRIPTION
 DN5428
 DN5428'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5428'THE STATION IS LOCATED 2.5 MI (4.0 KM) EAST-NORTHEAST OF WEBSTER, WI.
 DN5428'
 DN5428'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5428'HIGHWAY FF, GO NORTH ON STATE HIGHWAY 35 FOR 0.5 MI (0.8 KM) TO AUSTIN
 DN5428'LAKE ROAD.  TURN RIGHT AND GO EAST ON AUSTIN LAKE ROAD FOR 2.3 MI (3.7
 DN5428'KM) TO THE STATION ON THE RIGHT.
 DN5428'
 DN5428'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF THE BRIDGE DECK OF THE
 DN5428'AUSTIN LAKE ROAD BRIDGE '7-17-86' OVER THE YELLOW RIVER.  THE STATION
 DN5428'IS 2 FT (0.6 M) SOUTH OF THE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1840 ***********************************************************************
 DP1840  DESIGNATION -  CONOVER C GPS
 DP1840  PID         -  DP1840
 DP1840  STATE/COUNTY-  WI/VILAS
 DP1840  COUNTRY     -  US
 DP1840  USGS QUAD   -  PIONEER LAKE (2018)
 DP1840
 DP1840                         *CURRENT SURVEY CONTROL
 DP1840  ______________________________________________________________________
 DP1840* NAD 83(2011) POSITION- 46 03 17.01579(N) 089 13 55.20330(W)   ADJUSTED
 DP1840* NAD 83(2011) ELLIP HT-   478.749 (meters)        (05/27/14)   ADJUSTED
 DP1840* NAD 83(2011) EPOCH   -  2010.00
 DP1840* NAVD 88 ORTHO HEIGHT -   510.244 (meters)     1674.03  (feet) ADJUSTED
 DP1840  ______________________________________________________________________
 DP1840  GEOID HEIGHT    -        -31.498 (meters)                     GEOID18
 DP1840  NAD 83(2011) X  -     59,435.737 (meters)                     COMP
 DP1840  NAD 83(2011) Y  - -4,433,876.261 (meters)                     COMP
 DP1840  NAD 83(2011) Z  -  4,569,815.733 (meters)                     COMP
 DP1840  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DP1840  DYNAMIC HEIGHT  -        510.237 (meters)     1674.00  (feet) COMP
 DP1840  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 DP1840
 DP1840  VERT ORDER      -  SECOND    CLASS I
 DP1840
 DP1840  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1840  Standards:
 DP1840         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1840            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1840  -------------------------------------------------------------------
 DP1840  NETWORK    0.38   0.53           0.17   0.14   0.27     -0.00214926
 DP1840  -------------------------------------------------------------------
 DP1840  Click here for local accuracies and other accuracy information.
 DP1840
 DP1840.The horizontal coordinates were established by GPS observations
 DP1840.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP1840
 DP1840.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1840.been affixed to the stable North American tectonic plate. See 
 DP1840.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1840
 DP1840.The horizontal coordinates are valid at the epoch date displayed above
 DP1840.which is a decimal equivalence of Year/Month/Day.
 DP1840
 DP1840.The orthometric height was determined by differential leveling and
 DP1840.adjusted by the NATIONAL GEODETIC SURVEY
 DP1840.in February 2017.
 DP1840
 DP1840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1840.GEOID18 height accuracy estimate available here.
 DP1840
 DP1840.Click photographs - Photos may exist for this station.
 DP1840
 DP1840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1840
 DP1840.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1840
 DP1840.The ellipsoidal height was determined by GPS observations
 DP1840.and is referenced to NAD 83.
 DP1840
 DP1840.The dynamic height is computed by dividing the NAVD 88
 DP1840.geopotential number by the normal gravity value computed on the
 DP1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1840.degrees latitude (g = 980.6199 gals.).
 DP1840
 DP1840.The modeled gravity was interpolated from observed gravity values.
 DP1840
 DP1840. The following values were computed from the NAD 83(2011) position.
 DP1840
 DP1840;                    North         East     Units Scale Factor Converg.
 DP1840;SPC WI N     -    98,989.815   659,429.004   MT  0.99994728   +0 33 14.4
 DP1840;SPC WI N     -   324,769.08  2,163,476.66   sFT  0.99994728   +0 33 14.4
 DP1840;UTM  16      - 5,102,549.992   327,343.024   MT  0.99996648   -1 36 26.8
 DP1840
 DP1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1840!SPC WI N     -   0.99992495  x   0.99994728  =   0.99987224
 DP1840!UTM  16      -   0.99992495  x   0.99996648  =   0.99989144
 DP1840
 DP1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2734302549(NAD 83)
 DP1840
 DP1840                          SUPERSEDED SURVEY CONTROL
 DP1840
 DP1840  NAVD 88 (03/19/14)  510.281  (m)         1674.15   (f) SUPERSEDED  2 1
 DP1840
 DP1840.Superseded values are not recommended for survey control.
 DP1840
 DP1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1840.See file dsdata.pdf to determine how the superseded data were derived.
 DP1840
 DP1840_MARKER: DD = SURVEY DISK
 DP1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1840_STAMPING: CONOVER C GPS 2012
 DP1840_MARK LOGO: WIDT
 DP1840_PROJECTION: FLUSH
 DP1840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1840+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 DP1840
 DP1840  HISTORY     - Date     Condition        Report By
 DP1840  HISTORY     - 2012     MONUMENTED       WIDT
 DP1840  HISTORY     - 20131023 GOOD             WIDT
 DP1840  HISTORY     - 20150201 GOOD             WIDT
 DP1840
 DP1840                          STATION DESCRIPTION
 DP1840
 DP1840'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1840'THE STATION IS LOCATED APPROXIMATELY 9.8 MI (15.8 KM) NORTH-NORTHEAST
 DP1840'OF EAGLE RIVER, 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF LAND O'LAKES AND
 DP1840'1.2 MI (1.9 KM) EAST OF CONOVER.
 DP1840'
 DP1840'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 WITH COUNTY
 DP1840'HIGHWAY K LOCATED ABOUT 9 MI (14.5 KM) NORTH OF EAGLE RIVER AND JUST
 DP1840'SOUTH OF THE COMMUNITY OF CONOVER, GO EAST ON COUNTY HIGHWAY K FOR 1.3
 DP1840'MI (2.1 KM) TO THE STATION ON THE RIGHT.
 DP1840'
 DP1840'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1840'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1840'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, ABOUT LEVEL WITH THE
 DP1840'HIGHWAY PAVEMENT.  THE STATION IS 8.2 M (26.9 FT) SOUTH OF THE
 DP1840'CENTERLINE OF COUNTY HIGHWAY K, 145 M (475.7 FT) WEST OF DUMP ROAD,
 DP1840'28.7 M (94.2 FT) EAST OF A -SLOW CHILDREN- SIGN, 15.2 M (49.9 FT)
 DP1840'SOUTHWEST OF A -35MPH WINDING ROAD- SIGN AND LOCATED IN THE CENTER OF
 DP1840'A TRIANGLE FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POST.
 DP1840'
 DP1840'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1840'DEGREES ABOVE THE HORIZON.
 DP1840
 DP1840                          STATION RECOVERY (2015)
 DP1840
 DP1840'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DP1840'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0085 ***********************************************************************
 QM0085  DESIGNATION -  CONVICT
 QM0085  PID         -  QM0085
 QM0085  STATE/COUNTY-  WI/OCONTO
 QM0085  COUNTRY     -  US
 QM0085  USGS QUAD   -  RESERVOIR POND (2018)
 QM0085
 QM0085                         *CURRENT SURVEY CONTROL
 QM0085  ______________________________________________________________________
 QM0085* NAD 83(1991) POSITION- 45 22 27.03931(N) 088 37 43.14135(W)   ADJUSTED
 QM0085* NAVD 88 ORTHO HEIGHT -   442.900 (meters)     1453.08  (feet) ADJUSTED
 QM0085  ______________________________________________________________________
 QM0085  GEOID HEIGHT    -        -34.846 (meters)                     GEOID18
 QM0085  LAPLACE CORR    -         -6.75  (seconds)                    DEFLEC18
 QM0085  DYNAMIC HEIGHT  -        442.844 (meters)     1452.90  (feet) COMP
 QM0085  MODELED GRAVITY -    980,478.7   (mgal)                       NAVD 88
 QM0085
 QM0085  HORZ ORDER      -  FIRST
 QM0085  VERT ORDER      -  FIRST     CLASS II
 QM0085
 QM0085.The horizontal coordinates were established by classical geodetic methods
 QM0085.and adjusted by the National Geodetic Survey in November 1991.
 QM0085
 QM0085.The orthometric height was determined by differential leveling and
 QM0085.adjusted by the NATIONAL GEODETIC SURVEY
 QM0085.in June 1991.
 QM0085
 QM0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0085.GEOID18 height accuracy estimate available here.
 QM0085
 QM0085.Click photographs - Photos may exist for this station.
 QM0085
 QM0085.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0085
 QM0085.The dynamic height is computed by dividing the NAVD 88
 QM0085.geopotential number by the normal gravity value computed on the
 QM0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0085.degrees latitude (g = 980.6199 gals.).
 QM0085
 QM0085.The modeled gravity was interpolated from observed gravity values.
 QM0085
 QM0085. The following values were computed from the NAD 83(1991) position.
 QM0085
 QM0085;                    North         East     Units Scale Factor Converg.
 QM0085;SPC WI C     -   172,128.722   707,413.079   MT  0.99997847   +0 58 03.3
 QM0085;SPC WI C     -   564,725.65  2,320,904.41   sFT  0.99997847   +0 58 03.3
 QM0085;UTM  16      - 5,025,808.271   372,475.859   MT  0.99979995   -1 09 33.4
 QM0085
 QM0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0085!SPC WI C     -   0.99993603  x   0.99997847  =   0.99991450
 QM0085!UTM  16      -   0.99993603  x   0.99979995  =   0.99973599
 QM0085
 QM0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7247525808(NAD 83)
 QM0085
 QM0085                          SUPERSEDED SURVEY CONTROL
 QM0085
 QM0085  NAD 83(1986)-  45 22 27.03999(N)    088 37 43.16251(W) AD(       ) 1
 QM0085  NAD 27      -  45 22 27.15500(N)    088 37 42.76900(W) AD(       ) 1
 QM0085  USSD        -  45 22 27.23700(N)    088 37 42.58100(W) AD(       ) 3
 QM0085  NGVD 29 (??/??/92)  442.882  (m)         1453.02   (f) ADJ UNCH    1 2
 QM0085  NGVD 29             442.88   (m)         1453.0    (f) LEVELING    3  
 QM0085
 QM0085.Superseded values are not recommended for survey control.
 QM0085
 QM0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0085.See file dsdata.pdf to determine how the superseded data were derived.
 QM0085
 QM0085_MARKER: DS = TRIANGULATION STATION DISK
 QM0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0085_STAMPING: CONVICT 1921
 QM0085_MARK LOGO: CGS
 QM0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0085+STABILITY: SURFACE MOTION
 QM0085
 QM0085  HISTORY     - Date     Condition        Report By
 QM0085  HISTORY     - 1921     MONUMENTED       CGS
 QM0085  HISTORY     - 1922     GOOD             CGS
 QM0085  HISTORY     - 1934     GOOD             CGS
 QM0085  HISTORY     - 1950     MARK NOT FOUND   USGS
 QM0085  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0085
 QM0085                          STATION DESCRIPTION
 QM0085
 QM0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0085'STATION IS 3/4 MILE S OF CARTER, 75 METERS NE OF MILEPOST
 QM0085'G.B. 73, 100 METERS NNE OF CULVERT N 98, 50 METERS W OF WHISTLEBOARD
 QM0085'FOR MAIN-ROAD CROSSING 32 METERS S OF CARTER ON THE W SIDE OF
 QM0085'THE TRACK, 38.09 METERS (124.967 FEET) W OF THE W RAIL.
 QM0085'
 QM0085'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 QM0085'IN CONCRETE.
 QM0085'
 QM0085'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 QM0085
 QM0085                          STATION RECOVERY (1922)
 QM0085
 QM0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0085'1.5 MI S FROM CARTER.
 QM0085'ABOUT 3/4 MILE SOUTH OF CARTER, 75 METERS NORTHEAST OF MILEPOST
 QM0085'G.B. 73, 100 METERS NORTHEAST OF CULVERT N. 98, 50 METERS WEST
 QM0085'OF WHISTLEBOARD FOR MAIN ROAD CROSSING 32 SOUTH OF CARTER ON THE
 QM0085'WEST SIDE OF THE TRACK OF THE C. AND N.W. RY. 38.09 METERS
 QM0085'(124.967 FT.) WEST OF THE WEST RAIL.
 QM0085
 QM0085                          STATION RECOVERY (1934)
 QM0085
 QM0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0085'RECOVERED IN GOOD CONDITION.
 QM0085
 QM0085                          STATION RECOVERY (1950)
 QM0085
 QM0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QM0085'STATION PROBABLY DESTROYED BY HIGHWAY IMPROVEMENT.
 QM0085
 QM0085                          STATION RECOVERY (1985)
 QM0085
 QM0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1610 ***********************************************************************
 NH1610  DESIGNATION -  CONWAY
 NH1610  PID         -  NH1610
 NH1610  STATE/COUNTY-  WI/GREEN
 NH1610  COUNTRY     -  US
 NH1610  USGS QUAD   -  BLANCHARDVILLE (2018)
 NH1610
 NH1610                         *CURRENT SURVEY CONTROL
 NH1610  ______________________________________________________________________
 NH1610* NAD 83(1991) POSITION- 42 45 12.15493(N) 089 48 12.25736(W)   ADJUSTED
 NH1610* NAVD 88 ORTHO HEIGHT -   342.    (meters)     1122.    (feet) SCALED
 NH1610  ______________________________________________________________________
 NH1610  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 NH1610  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 NH1610  HORZ ORDER      -  FIRST
 NH1610
 NH1610.The horizontal coordinates were established by classical geodetic methods
 NH1610.and adjusted by the National Geodetic Survey in November 1991.
 NH1610
 NH1610.The orthometric height was scaled from a topographic map.
 NH1610
 NH1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1610.GEOID18 height accuracy estimate available here.
 NH1610
 NH1610.Click photographs - Photos may exist for this station.
 NH1610
 NH1610.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1610
 NH1610. The following values were computed from the NAD 83(1991) position.
 NH1610
 NH1610;                    North         East     Units Scale Factor Converg.
 NH1610;SPC WI S     -    83,712.679   616,094.447   MT  0.99999602   +0 08 06.3
 NH1610;SPC WI S     -   274,647.35  2,021,303.20   sFT  0.99999602   +0 08 06.3
 NH1610;UTM  16      - 4,737,239.927   270,580.019   MT  1.00024758   -1 54 14.0
 NH1610
 NH1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1610!SPC WI S     -   0.99995167  x   0.99999602  =   0.99994769
 NH1610!UTM  16      -   0.99995167  x   1.00024758  =   1.00019923
 NH1610
 NH1610:                Primary Azimuth Mark                     Grid Az
 NH1610:SPC WI S     -  CONWAY AZ MK                             053 56 29.1
 NH1610:UTM  16      -  CONWAY AZ MK                             055 58 49.4
 NH1610
 NH1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7058037239(NAD 83)
 NH1610
 NH1610|---------------------------------------------------------------------|
 NH1610| PID    Reference Object                     Distance      Geod. Az  |
 NH1610|                                                           dddmmss.s |
 NH1610| CI8436 CONWAY AZ MK                                       0540435.4 |
 NH1610| NH1609 ADAMS LUTHERAN CHURCH TOWER         APPROX. 2.8 KM 0622156.4 |
 NH1610| CI8437 CONWAY RM 1                          26.722 METERS 09050     |
 NH1610| CI8438 CONWAY RM 2                          31.611 METERS 22802     |
 NH1610| NH1605 PERRY NORWEGIAN LUTH CH SPIRE       APPROX.17.8 KM 3562637.7 |
 NH1610| NH1607 YORK NORWEGIAN EVANG LUTH CH        APPROX.10.4 KM 3574144.4 |
 NH1610| NH1611 YORK NORWEGIAN EVAN LUTH CH TR      APPROX.10.4 KM 3593244.2 |
 NH1610|---------------------------------------------------------------------|
 NH1610
 NH1610                          SUPERSEDED SURVEY CONTROL
 NH1610
 NH1610  NAD 83(1986)-  42 45 12.14808(N)    089 48 12.25541(W) AD(       ) 1
 NH1610  NAD 27      -  42 45 12.13400(N)    089 48 11.80900(W) AD(       ) 1
 NH1610
 NH1610.Superseded values are not recommended for survey control.
 NH1610
 NH1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1610.See file dsdata.pdf to determine how the superseded data were derived.
 NH1610
 NH1610_MARKER: DS = TRIANGULATION STATION DISK
 NH1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1610_STAMPING: CONWAY 1935
 NH1610_MARK LOGO: CGS
 NH1610_PROJECTION: RECESSED 30 CENTIMETERS
 NH1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1610+STABILITY: SURFACE MOTION
 NH1610
 NH1610  HISTORY     - Date     Condition        Report By
 NH1610  HISTORY     - 1935     MONUMENTED       CGS
 NH1610  HISTORY     - 1974     MARK NOT FOUND   WIDT
 NH1610  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1610
 NH1610                          STATION DESCRIPTION
 NH1610
 NH1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1610'THIS STATION IS ABOUT 5 MILES NORTHEAST OF ARGYLE.  IN THE
 NH1610'NORTHEAST 1/4 SECTION 8 T 3 N R 6 E.  ON LAND OWNED BY JOHN
 NH1610'CONWAY.  THE MARK IS IN THE EAST CORNER OF A FIELD.  35 FEET
 NH1610'NORTHWEST OF THE CENTERLINE OF A NORTHEAST-SOUTHWEST COUNTY
 NH1610'GRAVEL ROAD.  178 FEET SOUTHWEST OF A LONE TREE ON THE NORTHWEST
 NH1610'SIDE OF THE ROAD.  0.25 MILE NORTHEAST OF A T-ROAD TO THE SOUTH.
 NH1610'0.25 MILE SOUTHWEST OF A T-ROAD TO THE NORTH.  AND IS SET
 NH1610'12 INCHES UNDERGROUND.
 NH1610'
 NH1610'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1610'TABLETS SET IN CONCRETE.
 NH1610'
 NH1610'REFERENCE MARK 1 IS EAST OF THE STATION.  1/2 FOOT NORTHWEST
 NH1610'OF THE SOUTHEAST RIGHT-OF-WAY FENCE.  178.32 FEET EASTNORTHEAST
 NH1610'OF REFERENCE MARK 2.  AND PROJECTS 4 INCHES.
 NH1610'
 NH1610'REFERENCE MARK 2 IS SOUTHWEST OF THE STATION.  1/2 FOOT NORTHWEST
 NH1610'OF THE NORTHWEST RIGHT-OF-WAY FENCE.  AND PROJECTS 3 INCHES.
 NH1610'
 NH1610'THE AZIMUTH MARK IS NORTHEAST OF THE STATION.  IN THE NORTH
 NH1610'RIGHT-OF-WAY FENCE OF THE ROAD (IT SWINGS TO EAST-WEST HERE).
 NH1610'40 YARDS EAST OF THE T-ROAD TO THE NORTH.  AND PROJECTS
 NH1610'4 INCHES.
 NH1610'
 NH1610'TO REACH FROM ARGYLE, GO NORTH ON ROUTE 78 1.9 MILES, TURN
 NH1610'EAST ON A COUNTY GRAVEL ROAD, AND GO 3.5 MILES TO THE STATION.
 NH1610'
 NH1610'A LIGHT 100 FEET ABOVE BLUM COMES INTO VIEW 60 FEET ABOVE THIS
 NH1610'STATION.
 NH1610'
 NH1610'A LIGHT 100 FEET ABOVE DANE COMES INTO VIEW 30 FEET ABOVE
 NH1610'THIS STATION.
 NH1610'
 NH1610'LIGHTS 100 FEET ABOVE JOHNSON, BROWN, AND SENN ARE VISIBLE
 NH1610'FROM THE GROUND AT THIS STATION.
 NH1610
 NH1610                          STATION RECOVERY (1974)
 NH1610
 NH1610'RECOVERY NOTE BY WI DEPT OF TRANSP 1974 (KHH)
 NH1610'EXTENSIVE SEARCH MADE.  CAN NOT LOCATE REFS. OR STA. MONUMENT.
 NH1610'SLIGHT ROAD CHANGE MADE IN AREA YEARS AGO.  UNDERGROUND
 NH1610'MAY BE OK.  IF KNEW WHERE TO LOOK.
 NH1610
 NH1610                          STATION RECOVERY (2001)
 NH1610
 NH1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1610'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7301 ***********************************************************************
 DN7301  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7301  DESIGNATION -  COOKS VALLEY N GPS
 DN7301  PID         -  DN7301
 DN7301  STATE/COUNTY-  WI/CHIPPEWA
 DN7301  COUNTRY     -  US
 DN7301  USGS QUAD   -  COMO CREEK (2018)
 DN7301
 DN7301                         *CURRENT SURVEY CONTROL
 DN7301  ______________________________________________________________________
 DN7301* NAD 83(2011) POSITION- 45 05 16.25690(N) 091 37 24.31986(W)   ADJUSTED
 DN7301* NAD 83(2011) ELLIP HT-   285.917 (meters)        (04/15/13)   ADJUSTED
 DN7301* NAD 83(2011) EPOCH   -  2010.00
 DN7301* NAVD 88 ORTHO HEIGHT -   316.66  (meters)     1038.9   (feet) GPS OBS
 DN7301  ______________________________________________________________________
 DN7301  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7301  GEOID HEIGHT    -        -30.745 (meters)                     GEOID12A
 DN7301  GEOID HEIGHT    -        -30.743 (meters)                     GEOID18
 DN7301  NAD 83(2011) X  -   -127,794.568 (meters)                     COMP
 DN7301  NAD 83(2011) Y  - -4,509,073.445 (meters)                     COMP
 DN7301  NAD 83(2011) Z  -  4,494,449.015 (meters)                     COMP
 DN7301  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 DN7301
 DN7301  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7301  Standards:
 DN7301         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7301            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7301  -------------------------------------------------------------------
 DN7301  NETWORK    0.60   1.14           0.27   0.21   0.58      0.19855482
 DN7301  -------------------------------------------------------------------
 DN7301  Click here for local accuracies and other accuracy information.
 DN7301
 DN7301.The horizontal coordinates were established by GPS observations
 DN7301.and adjusted by the National Geodetic Survey in April 2013.
 DN7301
 DN7301.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7301.been affixed to the stable North American tectonic plate. See 
 DN7301.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7301
 DN7301.The horizontal coordinates are valid at the epoch date displayed above
 DN7301.which is a decimal equivalence of Year/Month/Day.
 DN7301
 DN7301.The orthometric height was determined by GPS observations and a
 DN7301.high-resolution geoid model using precise GPS observation and
 DN7301.processing techniques.
 DN7301
 DN7301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7301.GEOID18 height accuracy estimate available here.
 DN7301
 DN7301.Click photographs - Photos may exist for this station.
 DN7301
 DN7301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7301
 DN7301.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7301
 DN7301.The ellipsoidal height was determined by GPS observations
 DN7301.and is referenced to NAD 83.
 DN7301
 DN7301. The following values were computed from the NAD 83(2011) position.
 DN7301
 DN7301;                    North         East     Units Scale Factor Converg.
 DN7301;SPC WI C     -   140,678.914   472,209.271   MT  0.99994752   -1 08 43.6
 DN7301;SPC WI C     -   461,544.07  1,549,239.92   sFT  0.99994752   -1 08 43.6
 DN7301;UTM  15      - 4,993,631.095   608,329.452   MT  0.99974430   +0 58 29.9
 DN7301
 DN7301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7301!SPC WI C     -   0.99995517  x   0.99994752  =   0.99990270
 DN7301!UTM  15      -   0.99995517  x   0.99974430  =   0.99969949
 DN7301
 DN7301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0832993631(NAD 83)
 DN7301
 DN7301                          SUPERSEDED SURVEY CONTROL
 DN7301
 DN7301  NAD 83(2007)-  45 05 16.25691(N)    091 37 24.32050(W) AD(2002.00) 1
 DN7301  ELLIP H (04/06/12)  285.947  (m)                       GP(2002.00) 1 1
 DN7301
 DN7301.Superseded values are not recommended for survey control.
 DN7301
 DN7301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7301.See file dsdata.pdf to determine how the superseded data were derived.
 DN7301
 DN7301_MARKER: DD = SURVEY DISK
 DN7301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7301_STAMPING: COOKS VALLEY N GPS 2006
 DN7301_MARK LOGO: WIDT
 DN7301_PROJECTION: FLUSH
 DN7301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7301+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2007
 DN7301
 DN7301  HISTORY     - Date     Condition        Report By
 DN7301  HISTORY     - 2005     MONUMENTED       WIDT
 DN7301  HISTORY     - 20071016 GOOD             WIDT
 DN7301
 DN7301                          STATION DESCRIPTION
 DN7301
 DN7301'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7301'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 WITH COUNTY
 DN7301'HIGHWAY A APPROXIMATELY 3 MI (4.8 KM) WEST OF THE CITY OF BLOOMER, GO
 DN7301'WEST ON COUNTY HIGHWAY A FOR 3.4 MI (5.5 KM) TO COUNTY HIGHWAY DD ON
 DN7301'THE LEFT.  CONTINUE WEST ON COUNTY HIGHWAY A AND COUNTY HIGHWAY DD FOR
 DN7301'0.5 MI (0.8 KM) TO COUNTY HIGHWAY DD ON THE RIGHT.  CONTINUE WEST ON
 DN7301'COUNTY HIGHWAY A FOR 127 M (416.7 FT) TO THE STATION ON THE RIGHT.
 DN7301'
 DN7301'IT IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DN7301'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DN7301'CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY 0.2 M (0.7 FT)
 DN7301'LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 8.6 M (28.2 FT) NORTH
 DN7301'OF THE CENTERLINE OF COUNTY HIGHWAY A, 41.1 M (134.8 FT) NORTHEAST OF
 DN7301'A -JCT COUNTY DD- SIGN POST, 40.9 M (134.2 FT) NORTHEAST OF AN ORANGE
 DN7301'-CAUTION FIBER OPTIC- POST, 40.1 M (131.6 FT) NORTHEAST OF POWER POLE
 DN7301'-8811LL72-, 24.0 M (78.7 FT) NORTHWEST OF POWER POLE -8811LL71-, 18.9
 DN7301'M (62.0 FT) EAST OF THE EXTENDED CENTER OF A FIELD ENTRANCE AND 1.0 M
 DN7301'(3.3 FT) NORTH, SOUTHEAST AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DN7301'WITNESS POST.
 DN7301'
 DN7301'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7301'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7302 ***********************************************************************
 DN7302  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7302  DESIGNATION -  COOKS VALLEY S GPS
 DN7302  PID         -  DN7302
 DN7302  STATE/COUNTY-  WI/CHIPPEWA
 DN7302  COUNTRY     -  US
 DN7302  USGS QUAD   -  COMO CREEK (2018)
 DN7302
 DN7302                         *CURRENT SURVEY CONTROL
 DN7302  ______________________________________________________________________
 DN7302* NAD 83(2011) POSITION- 45 02 14.62209(N) 091 36 12.35440(W)   ADJUSTED
 DN7302* NAD 83(2011) ELLIP HT-   293.309 (meters)        (04/15/13)   ADJUSTED
 DN7302* NAD 83(2011) EPOCH   -  2010.00
 DN7302* NAVD 88 ORTHO HEIGHT -   324.13  (meters)     1063.4   (feet) GPS OBS
 DN7302  ______________________________________________________________________
 DN7302  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7302  GEOID HEIGHT    -        -30.817 (meters)                     GEOID12A
 DN7302  GEOID HEIGHT    -        -30.817 (meters)                     GEOID18
 DN7302  NAD 83(2011) X  -   -126,332.566 (meters)                     COMP
 DN7302  NAD 83(2011) Y  - -4,513,090.765 (meters)                     COMP
 DN7302  NAD 83(2011) Z  -  4,490,493.572 (meters)                     COMP
 DN7302  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 DN7302
 DN7302  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7302  Standards:
 DN7302         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7302            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7302  -------------------------------------------------------------------
 DN7302  NETWORK    0.54   1.02           0.24   0.20   0.52      0.15956115
 DN7302  -------------------------------------------------------------------
 DN7302  Click here for local accuracies and other accuracy information.
 DN7302
 DN7302.The horizontal coordinates were established by GPS observations
 DN7302.and adjusted by the National Geodetic Survey in April 2013.
 DN7302
 DN7302.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7302.been affixed to the stable North American tectonic plate. See 
 DN7302.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7302
 DN7302.The horizontal coordinates are valid at the epoch date displayed above
 DN7302.which is a decimal equivalence of Year/Month/Day.
 DN7302
 DN7302.The orthometric height was determined by GPS observations and a
 DN7302.high-resolution geoid model using precise GPS observation and
 DN7302.processing techniques.
 DN7302
 DN7302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7302.GEOID18 height accuracy estimate available here.
 DN7302
 DN7302.Click photographs - Photos may exist for this station.
 DN7302
 DN7302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7302
 DN7302.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7302
 DN7302.The ellipsoidal height was determined by GPS observations
 DN7302.and is referenced to NAD 83.
 DN7302
 DN7302. The following values were computed from the NAD 83(2011) position.
 DN7302
 DN7302;                    North         East     Units Scale Factor Converg.
 DN7302;SPC WI C     -   135,041.927   473,671.945   MT  0.99994466   -1 07 52.8
 DN7302;SPC WI C     -   443,050.06  1,554,038.71   sFT  0.99994466   -1 07 52.8
 DN7302;UTM  15      - 4,988,053.188   609,999.320   MT  0.99974878   +0 59 17.8
 DN7302
 DN7302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7302!SPC WI C     -   0.99995402  x   0.99994466  =   0.99989868
 DN7302!UTM  15      -   0.99995402  x   0.99974878  =   0.99970281
 DN7302
 DN7302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0999988053(NAD 83)
 DN7302
 DN7302                          SUPERSEDED SURVEY CONTROL
 DN7302
 DN7302  NAD 83(2007)-  45 02 14.62218(N)    091 36 12.35503(W) AD(2002.00) 1
 DN7302  ELLIP H (04/06/12)  293.340  (m)                       GP(2002.00) 1 1
 DN7302
 DN7302.Superseded values are not recommended for survey control.
 DN7302
 DN7302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7302.See file dsdata.pdf to determine how the superseded data were derived.
 DN7302
 DN7302_MARKER: DD = SURVEY DISK
 DN7302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7302_STAMPING: COOKS VALLEY S GPS 2006
 DN7302_MARK LOGO: WIDT
 DN7302_PROJECTION: FLUSH
 DN7302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7302+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2007
 DN7302
 DN7302  HISTORY     - Date     Condition        Report By
 DN7302  HISTORY     - 2005     MONUMENTED       WIDT
 DN7302  HISTORY     - 20071016 GOOD             WIDT
 DN7302
 DN7302                          STATION DESCRIPTION
 DN7302
 DN7302'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7302'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 WITH COUNTY
 DN7302'HIGHWAY B APPROXIMATELY 8 MI (12.9 KM) SOUTHWEST OF THE CITY OF
 DN7302'BLOOMER, GO NORTH ON STATE HIGHWAY 40 FOR 1.9 MI (3.1 KM) TO COUNTY
 DN7302'HIGHWAY 40 CURVING RIGHT AND 40TH STREET LEFT.  TURN LEFT AND GO NORTH
 DN7302'ON 40TH STREET FOR 140 M (459.3 FT) TO 135TH AVENUE LEFT.  TURN LEFT
 DN7302'AND GO WEST ON 135TH AVENUE FOR 0.61 MI (1.0 KM) TO THE STATION ON THE
 DN7302'LEFT.
 DN7302'
 DN7302'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7302'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7302'INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY
 DN7302'1.5 M (4.9 FT) LOWER THAN THE ROAD PAVEMENT.  THE STATION IS 9.7 M
 DN7302'(31.8 FT) SOUTH OF 135TH AVENUE, 0.38 MI (0.6 KM) EAST OF COUNTY
 DN7302'HIGHWAY DD, 41.6 M (136.5 FT) WEST OF A FIELD ENTRANCE, 1.0 M (3.3 FT)
 DN7302'EAST AND WEST OF AN ORANGE 4X4 PLASTIC GUARD POST AND 0.4 M (1.3 FT)
 DN7302'NORTH OF A METAL FENCE.
 DN7302'
 DN7302'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7302'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG3896 ***********************************************************************
 DG3896  DESIGNATION -  COOKSVILLE GPS
 DG3896  PID         -  DG3896
 DG3896  STATE/COUNTY-  WI/ROCK
 DG3896  COUNTRY     -  US
 DG3896  USGS QUAD   -  COOKSVILLE (2018)
 DG3896
 DG3896                         *CURRENT SURVEY CONTROL
 DG3896  ______________________________________________________________________
 DG3896* NAD 83(2011) POSITION- 42 49 36.37121(N) 089 10 48.54579(W)   ADJUSTED
 DG3896* NAD 83(2011) ELLIP HT-   225.295 (meters)        (06/27/12)   ADJUSTED
 DG3896* NAD 83(2011) EPOCH   -  2010.00
 DG3896* NAVD 88 ORTHO HEIGHT -   259.397 (meters)      851.04  (feet) ADJUSTED
 DG3896  ______________________________________________________________________
 DG3896  GEOID HEIGHT    -        -34.102 (meters)                     GEOID18
 DG3896  NAD 83(2011) X  -     67,038.804 (meters)                     COMP
 DG3896  NAD 83(2011) Y  - -4,684,742.208 (meters)                     COMP
 DG3896  NAD 83(2011) Z  -  4,313,560.682 (meters)                     COMP
 DG3896  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 DG3896  DYNAMIC HEIGHT  -        259.323 (meters)      850.80  (feet) COMP
 DG3896  MODELED GRAVITY -    980,329.0   (mgal)                       NAVD 88
 DG3896
 DG3896  VERT ORDER      -  SECOND    CLASS I
 DG3896
 DG3896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG3896  Standards:
 DG3896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG3896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG3896  -------------------------------------------------------------------
 DG3896  NETWORK    0.37   0.49           0.17   0.13   0.25      0.15767587
 DG3896  -------------------------------------------------------------------
 DG3896  Click here for local accuracies and other accuracy information.
 DG3896
 DG3896.The horizontal coordinates were established by GPS observations
 DG3896.and adjusted by the National Geodetic Survey in June 2012.
 DG3896
 DG3896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG3896.been affixed to the stable North American tectonic plate. See 
 DG3896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG3896
 DG3896.The horizontal coordinates are valid at the epoch date displayed above
 DG3896.which is a decimal equivalence of Year/Month/Day.
 DG3896
 DG3896.The orthometric height was determined by differential leveling and
 DG3896.adjusted by the WI DEPT OF TRANSP
 DG3896.in May 2012.
 DG3896
 DG3896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG3896.GEOID18 height accuracy estimate available here.
 DG3896
 DG3896.Click photographs - Photos may exist for this station.
 DG3896
 DG3896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3896
 DG3896.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG3896
 DG3896.The ellipsoidal height was determined by GPS observations
 DG3896.and is referenced to NAD 83.
 DG3896
 DG3896.The dynamic height is computed by dividing the NAVD 88
 DG3896.geopotential number by the normal gravity value computed on the
 DG3896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3896.degrees latitude (g = 980.6199 gals.).
 DG3896
 DG3896.The modeled gravity was interpolated from observed gravity values.
 DG3896
 DG3896. The following values were computed from the NAD 83(2011) position.
 DG3896
 DG3896;                    North         East     Units Scale Factor Converg.
 DG3896;SPC WI S     -    92,176.340   667,036.472   MT  0.99998247   +0 33 48.0
 DG3896;SPC WI S     -   302,415.21  2,188,435.49   sFT  0.99998247   +0 33 48.0
 DG3896;UTM  16      - 4,743,883.469   321,797.711   MT  0.99999069   -1 28 56.7
 DG3896
 DG3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3896!SPC WI S     -   0.99996467  x   0.99998247  =   0.99994714
 DG3896!UTM  16      -   0.99996467  x   0.99999069  =   0.99995536
 DG3896
 DG3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2179743883(NAD 83)
 DG3896
 DG3896                          SUPERSEDED SURVEY CONTROL
 DG3896
 DG3896  NAD 83(2007)-  42 49 36.37125(N)    089 10 48.54673(W) AD(2002.00) 0
 DG3896  ELLIP H (02/10/07)  225.325  (m)                       GP(2002.00)    
 DG3896  NAD 83(1997)-  42 49 36.37115(N)    089 10 48.54704(W) AD(       ) 1
 DG3896  ELLIP H (04/02/04)  225.334  (m)                       GP(       ) 4 1
 DG3896  NAVD 88             259.38   (m)          851.0    (f) LEVELING    3  
 DG3896  NAVD 88 (04/20/07)  259.378  (m)          850.98   (f) SUPERSEDED  2 1
 DG3896  NAVD 88             259.36   (m)          850.9    (f) LEVELING    3  
 DG3896  NAVD 88 (02/25/04)  259.360  (m)          850.92   (f) SUPERSEDED  2 1
 DG3896
 DG3896.Superseded values are not recommended for survey control.
 DG3896
 DG3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3896.See file dsdata.pdf to determine how the superseded data were derived.
 DG3896
 DG3896_MARKER: DD = SURVEY DISK
 DG3896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3896_STAMPING: COOKSVILLE GPS 1992
 DG3896_MARK LOGO: WI-105
 DG3896_PROJECTION: FLUSH
 DG3896_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG3896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG3896+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DG3896
 DG3896  HISTORY     - Date     Condition        Report By
 DG3896  HISTORY     - 1992     MONUMENTED       WI-105
 DG3896  HISTORY     - 2001     GOOD             WIDT
 DG3896  HISTORY     - 20040411 GOOD             USPSQD
 DG3896  HISTORY     - 20061021 GOOD             USPSQD
 DG3896  HISTORY     - 20070807 GOOD             WIDT
 DG3896
 DG3896                          STATION DESCRIPTION
 DG3896
 DG3896'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG3896'THE STATION IS LOCATED ABOUT 33 KM SOUTHEAST OF MADISON, 21 KM
 DG3896'NORTHWEST OF JANESVILLE AND 9 KM WEST OF EDGERTON.
 DG3896'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DG3896'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 138
 DG3896'ABOUT 25 KM NORTHWEST OF THE CITY OF JANESVILLE, GO EAST ON STATE
 DG3896'HIGHWAY 59 FOR 4.4 KM TO CASEY ROAD, CONTINUE EAST ON STATE HIGHWAY
 DG3896'59 FOR 1.0 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DG3896'ROCK COUNTY GEODETIC CONTROL MARKER CONTROL STATION DISK SET IN THE
 DG3896'TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND
 DG3896'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.   THE STATION IS 9.3 M NORTH OF
 DG3896'THE CENTERLINE OF STATE HIGHWAY 59, 48 M NORTHWEST OF METAL --R/W--
 DG3896'POST, 26 M EAST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, AND
 DG3896'12 M SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH,
 DG3896'WEST AND EAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DG3896'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG3896'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH
 DG3896'EXTENDING TO 40 DEGREES.
 DG3896
 DG3896                          STATION RECOVERY (2004)
 DG3896
 DG3896'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG3896'RECOVERED IN GOOD CONDITION.  NOTE-- TREES MAY OBSTRUCT SATELLITE
 DG3896'OBSERVATIONS.
 DG3896
 DG3896                          STATION RECOVERY (2006)
 DG3896
 DG3896'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DG3896'RECOVERED IN GOOD CONDITION.
 DG3896
 DG3896                          STATION RECOVERY (2007)
 DG3896
 DG3896'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG3896'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 DG3896'STATION ARE TREES TO THE NORTH EXTENDING TO 60 DEGREES, TREES TO THE
 DG3896'EAST AND WEST EXTENDING TO 35 DEGREES, AND TREES TO THE SOUTHEAST AND
 DG3896'SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG3901 ***********************************************************************
 DG3901  DESIGNATION -  COOKSVILLE GPS AZ MK
 DG3901  PID         -  DG3901
 DG3901  STATE/COUNTY-  WI/ROCK
 DG3901  COUNTRY     -  US
 DG3901  USGS QUAD   -  COOKSVILLE (2018)
 DG3901
 DG3901                         *CURRENT SURVEY CONTROL
 DG3901  ______________________________________________________________________
 DG3901* NAD 83(1986) POSITION- 42 49 33.1    (N) 089 09 58.1    (W)   HD_HELD2
 DG3901* NAVD 88 ORTHO HEIGHT -   266.212 (meters)      873.40  (feet) ADJUSTED
 DG3901  ______________________________________________________________________
 DG3901  GEOID HEIGHT    -        -34.102 (meters)                     GEOID18
 DG3901  DYNAMIC HEIGHT  -        266.136 (meters)      873.15  (feet) COMP
 DG3901  MODELED GRAVITY -    980,329.6   (mgal)                       NAVD 88
 DG3901
 DG3901  VERT ORDER      -  SECOND    CLASS I
 DG3901
 DG3901.The horizontal coordinates were established by autonomous hand held GPS
 DG3901.observations and have an estimated accuracy of +/- 10 meters.
 DG3901
 DG3901.The orthometric height was determined by differential leveling and
 DG3901.adjusted by the WI DEPT OF TRANSP
 DG3901.in May 2012.
 DG3901
 DG3901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG3901.GEOID18 height accuracy estimate available here.
 DG3901
 DG3901.Click photographs - Photos may exist for this station.
 DG3901
 DG3901.The dynamic height is computed by dividing the NAVD 88
 DG3901.geopotential number by the normal gravity value computed on the
 DG3901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3901.degrees latitude (g = 980.6199 gals.).
 DG3901
 DG3901.The modeled gravity was interpolated from observed gravity values.
 DG3901
 DG3901;                    North         East    Units  Estimated Accuracy
 DG3901;SPC WI S     -    92,087.      668,183.      MT  (+/- 10 meters HH2 GPS)
 DG3901
 DG3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2294043753(NAD 83)
 DG3901
 DG3901                          SUPERSEDED SURVEY CONTROL
 DG3901
 DG3901  NAVD 88 (04/20/07)  266.192  (m)          873.33   (f) SUPERSEDED  2 1
 DG3901  NAVD 88 (02/25/04)  266.175  (m)          873.28   (f) SUPERSEDED  2 1
 DG3901
 DG3901.Superseded values are not recommended for survey control.
 DG3901
 DG3901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3901.See file dsdata.pdf to determine how the superseded data were derived.
 DG3901
 DG3901_MARKER: DZ = AZIMUTH MARK DISK
 DG3901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3901_STAMPING: COOKSVILLE GPS 1992
 DG3901_MARK LOGO: WI-105
 DG3901_PROJECTION: FLUSH
 DG3901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG3901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3901+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 DG3901
 DG3901  HISTORY     - Date     Condition        Report By
 DG3901  HISTORY     - 1992     MONUMENTED       WI-105
 DG3901  HISTORY     - 2002     GOOD             WIDT
 DG3901  HISTORY     - 20040411 GOOD             USPSQD
 DG3901  HISTORY     - 20061021 GOOD             USPSQD
 DG3901
 DG3901                          STATION DESCRIPTION
 DG3901
 DG3901'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DG3901'THE STATION IS LOCATED ABOUT 20 KM NORTHWEST OF JANESVILLE, 10 KM
 DG3901'SOUTH OF STOUGHTON AND 6 KM EAST OF COOKSVILLE.  OWNERSHIP--WISCONSIN
 DG3901'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DG3901'OF STATE HIGHWAY 59 WITH STATE HIGHWAY 138 IN THE COMMUNITY OF
 DG3901'COOKSVILLE, GO EAST ON STATE HIGHWAY 59 FOR 4.3 KM TO THE WEST
 DG3901'JUNCTION WITH CASEY ROAD, CONTINUE EAST ON STATE HIGHWAY 59 FOR 2.1
 DG3901'KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE ROCK COUNTY
 DG3901'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 DG3901'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 2 M ABOVE THE HIGHWAY
 DG3901'PAVEMENT.  THE STATION IS 15.7 M NORTH OF THE CENTERLINE OF STATE
 DG3901'HIGHWAY 59, 125 M WEST OF A PRIVATE ENTRANCE --8235--,    43.2 M EAST
 DG3901'OF A POWER POLE --2C11W4--, AND 25.4 WEST OF A POWER POLE --2C11W3--.
 DG3901'---NOTE---THE STATION IS 0.2 M EAST OF AN ORANGE FIBERGLASS WITNESS
 DG3901'POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DG3901'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG3901
 DG3901                          STATION RECOVERY (2004)
 DG3901
 DG3901'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG3901'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 125 M WEST OF
 DG3901'THE EXTENDED DRIVEWAY TO THE RESIDENCE AT --8235--.
 DG3901
 DG3901                          STATION RECOVERY (2006)
 DG3901
 DG3901'RECOVERY NOTE BY US POWER SQUADRON 2006 (RNH)
 DG3901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1304 ***********************************************************************
 PN1304  DESIGNATION -  COOLIDGE
 PN1304  PID         -  PN1304
 PN1304  STATE/COUNTY-  WI/PORTAGE
 PN1304  COUNTRY     -  US
 PN1304  USGS QUAD   -  BANCROFT (2018)
 PN1304
 PN1304                         *CURRENT SURVEY CONTROL
 PN1304  ______________________________________________________________________
 PN1304* NAD 83(1991) POSITION- 44 22 00.69934(N) 089 31 14.64462(W)   ADJUSTED
 PN1304* NAVD 88 ORTHO HEIGHT -   335.0   (meters)     1099.    (feet) VERTCON3
 PN1304  ______________________________________________________________________
 PN1304  GEOID HEIGHT    -        -35.881 (meters)                     GEOID18
 PN1304  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 PN1304  HORZ ORDER      -  SECOND
 PN1304
 PN1304.The horizontal coordinates were established by classical geodetic methods
 PN1304.and adjusted by the National Geodetic Survey in November 1991.
 PN1304
 PN1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1304
 PN1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1304.GEOID18 height accuracy estimate available here.
 PN1304
 PN1304.Click photographs - Photos may exist for this station.
 PN1304
 PN1304.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1304
 PN1304. The following values were computed from the NAD 83(1991) position.
 PN1304
 PN1304;                    North         East     Units Scale Factor Converg.
 PN1304;SPC WI C     -    59,397.313   638,201.415   MT  0.99997996   +0 20 17.4
 PN1304;SPC WI C     -   194,872.68  2,093,832.48   sFT  0.99997996   +0 20 17.4
 PN1304;UTM  16      - 4,915,711.033   299,150.252   MT  1.00009614   -1 45 47.6
 PN1304
 PN1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1304!SPC WI C     -   0.99995310  x   0.99997996  =   0.99993306
 PN1304!UTM  16      -   0.99995310  x   1.00009614  =   1.00004924
 PN1304
 PN1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9915015711(NAD 83)
 PN1304
 PN1304|---------------------------------------------------------------------|
 PN1304| PID    Reference Object                     Distance      Geod. Az  |
 PN1304|                                                           dddmmss.s |
 PN1304| CS5491 COOLIDGE RM 1                         7.206 METERS 08012     |
 PN1304| CS5492 COOLIDGE RM 2                        13.755 METERS 34352     |
 PN1304|---------------------------------------------------------------------|
 PN1304
 PN1304                          SUPERSEDED SURVEY CONTROL
 PN1304
 PN1304  NAD 83(1986)-  44 22 00.69697(N)    089 31 14.65449(W) AD(       ) 2
 PN1304  NGVD 29 (03/14/91)  335.0    (m)         1099.     (f) VERT ANG       
 PN1304
 PN1304.Superseded values are not recommended for survey control.
 PN1304
 PN1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1304.See file dsdata.pdf to determine how the superseded data were derived.
 PN1304
 PN1304_MARKER: DE = TRAVERSE STATION DISK
 PN1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1304_STAMPING: COOLIDGE 1979
 PN1304_MARK LOGO: WIHD
 PN1304_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1304+STABILITY: SURFACE MOTION
 PN1304
 PN1304  HISTORY     - Date     Condition        Report By
 PN1304  HISTORY     - 1979     MONUMENTED       WIHD
 PN1304  HISTORY     - 19950904 GOOD             USPSQD
 PN1304
 PN1304                          STATION DESCRIPTION
 PN1304
 PN1304'DESCRIBED BY WI HIGHWAY DEPT 1979 (LTK)
 PN1304'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE CODDINGTON
 PN1304'ROAD STRUCTURE OVER USH 51 ABOUT 6 MILES SOUTH SOUTHEAST OF PLOVER AND
 PN1304'4 MILES NORTH NORTHWEST OF BANCROFT.
 PN1304'
 PN1304'TO REACH THE STATION FROM THE JUNCTION OF CTH W AND USH 51 0.5 MILES
 PN1304'WEST OF BANCROFT, GO NORTH ON USH 51 FOR 3.95 MILES TO THE CODDINGTON
 PN1304'ROAD STRUCTURE OVER USH 51.  CROSS MEDIAN AND PACK UP SLOPE TO STATION
 PN1304'NEAR SOUTHWEST CORNER OF STRUCTURE.
 PN1304'
 PN1304'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---COOLIDGE 1979---.
 PN1304'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINRICAL CONCRETE
 PN1304'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 21 FEET SOUTH OF
 PN1304'THE CENTER OF CODDINGTON ROAD, 18 FEET WEST SOUTHWEST OF THE SOUTHWEST
 PN1304'END OF THE CONCRETE BRIDGE RAIL, 4 FEET SOUTH OF A METAL GUARDRAIL,
 PN1304'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 PN1304'IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1304'
 PN1304'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---COOLIDGE RM 1
 PN1304'1979---CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CONCRETE BRIDGE
 PN1304'RAIL AT THE SOUTHWEST CORNER OF THE STRUCTURE.  IT IS 22.5 FEET EAST
 PN1304'NORTHEAST OF A METAL WITNESS POST, 17.3 FEET SOUTH OF THE CENTER OF
 PN1304'CODDINGTON ROAD, 5.7 FEET EAST OF THE SOUTHWEST END OF THE CONCRETE
 PN1304'BRIDGE RAIL, AND 3.5 FEET HIGHER THAN THE STATION.
 PN1304'
 PN1304'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---COOLIDGE RM 2
 PN1304'1979---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1304'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 44 FEET NORTH OF A METAL
 PN1304'WITNESS POST, 32 FEET WEST NORTHWEST OF THE NORTHWEST END OF THE NORTH
 PN1304'CONCRETE BRIDGE RAIL, 22.5 FEET NORTH OF THE CENTER OF CODDINGTON
 PN1304'ROAD, AND 4 FEET NORTH OF A METAL GUARDRAIL.
 PN1304'
 PN1304'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.32 METERS.
 PN1304
 PN1304                          STATION RECOVERY (1995)
 PN1304
 PN1304'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1304'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6008 ***********************************************************************
 DF6008  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6008  DESIGNATION -  COOPERSTOWN E GPS
 DF6008  PID         -  DF6008
 DF6008  STATE/COUNTY-  WI/MANITOWOC
 DF6008  COUNTRY     -  US
 DF6008  USGS QUAD   -  DENMARK (2018)
 DF6008
 DF6008                         *CURRENT SURVEY CONTROL
 DF6008  ______________________________________________________________________
 DF6008* NAD 83(2011) POSITION- 44 17 12.56319(N) 087 46 55.59512(W)   ADJUSTED
 DF6008* NAD 83(2011) ELLIP HT-   199.431 (meters)        (06/27/12)   ADJUSTED
 DF6008* NAD 83(2011) EPOCH   -  2010.00
 DF6008* NAVD 88 ORTHO HEIGHT -   235.54  (meters)      772.8   (feet) GPS OBS
 DF6008  ______________________________________________________________________
 DF6008  GEOID HEIGHT    -        -36.095 (meters)                     GEOID18
 DF6008  NAD 83(2011) X  -    176,990.643 (meters)                     COMP
 DF6008  NAD 83(2011) Y  - -4,569,996.778 (meters)                     COMP
 DF6008  NAD 83(2011) Z  -  4,431,100.975 (meters)                     COMP
 DF6008  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DF6008
 DF6008  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6008  Standards:
 DF6008         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6008            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6008  -------------------------------------------------------------------
 DF6008  NETWORK    0.33   0.35           0.15   0.12   0.18      0.02117884
 DF6008  -------------------------------------------------------------------
 DF6008  Click here for local accuracies and other accuracy information.
 DF6008
 DF6008.The horizontal coordinates were established by GPS observations
 DF6008.and adjusted by the National Geodetic Survey in June 2012.
 DF6008
 DF6008.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6008.been affixed to the stable North American tectonic plate. See 
 DF6008.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6008
 DF6008.The horizontal coordinates are valid at the epoch date displayed above
 DF6008.which is a decimal equivalence of Year/Month/Day.
 DF6008
 DF6008.The orthometric height was determined by GPS observations and a
 DF6008.high-resolution geoid model using precise GPS observation and
 DF6008.processing techniques.
 DF6008
 DF6008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6008.GEOID18 height accuracy estimate available here.
 DF6008
 DF6008.Click photographs - Photos may exist for this station.
 DF6008
 DF6008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6008
 DF6008.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6008
 DF6008.The ellipsoidal height was determined by GPS observations
 DF6008.and is referenced to NAD 83.
 DF6008
 DF6008. The following values were computed from the NAD 83(2011) position.
 DF6008
 DF6008;                    North         East     Units Scale Factor Converg.
 DF6008;SPC WI S     -   256,412.252   777,017.689   MT  1.00005217   +1 31 26.1
 DF6008;SPC WI S     -   841,245.86  2,549,265.53   sFT  1.00005217   +1 31 26.1
 DF6008;UTM  16      - 4,904,027.853   437,597.861   MT  0.99964789   -0 32 46.1
 DF6008
 DF6008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6008!SPC WI S     -   0.99996873  x   1.00005217  =   1.00002090
 DF6008!UTM  16      -   0.99996873  x   0.99964789  =   0.99961663
 DF6008
 DF6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3759704027(NAD 83)
 DF6008
 DF6008                          SUPERSEDED SURVEY CONTROL
 DF6008
 DF6008  NAD 83(2007)-  44 17 12.56322(N)    087 46 55.59597(W) AD(2002.00) 0
 DF6008  ELLIP H (02/10/07)  199.475  (m)                       GP(2002.00)    
 DF6008  NAD 83(1997)-  44 17 12.56334(N)    087 46 55.59602(W) AD(       ) 1
 DF6008  ELLIP H (06/11/03)  199.469  (m)                       GP(       ) 3 1
 DF6008  NAVD 88 (07/15/13)  235.53   (m)  GEOID12A model used  GPS OBS        
 DF6008  NAVD 88 (07/26/07)  235.48   (m)  GEOID03  model used  GPS OBS        
 DF6008  NAVD 88 (06/11/03)  235.53   (m)  GEOID99  model used  GPS OBS        
 DF6008
 DF6008.Superseded values are not recommended for survey control.
 DF6008
 DF6008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6008.See file dsdata.pdf to determine how the superseded data were derived.
 DF6008
 DF6008_MARKER: DD = SURVEY DISK
 DF6008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6008_STAMPING: COOPERSTOWN E GPS 1993-94
 DF6008_MARK LOGO: WI-071
 DF6008_PROJECTION: FLUSH
 DF6008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6008+STABILITY: SURFACE MOTION
 DF6008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6008+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DF6008
 DF6008  HISTORY     - Date     Condition        Report By
 DF6008  HISTORY     - 1993     MONUMENTED       WI-071
 DF6008  HISTORY     - 2002     GOOD             WIDT
 DF6008  HISTORY     - 20030625 GOOD             USPSQD
 DF6008  HISTORY     - 20060404 GOOD             WIDT
 DF6008  HISTORY     - 20081027 GOOD             WIDT
 DF6008  HISTORY     - 20150420 GOOD             WIDT
 DF6008
 DF6008                          STATION DESCRIPTION
 DF6008
 DF6008'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6008'THE STATION IS LOCATED ABOUT 47 KM EAST OF APPLETON, 31 KM SOUTHEAST
 DF6008'OF GREEN BAY, AND
 DF6008'24 KM NORTH OF MANITOWOC.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF6008'TRANSPORTATION.  TO
 DF6008'REACH THE STATION FROM THE JUNCTION INTERSTATE HIGHWAY 43 WITH STATE
 DF6008'HIGHWAY 147 AND
 DF6008'COUNTY HIGHWAY Z ABOUT 23 KM NORTH OF THE CITY OF MANITOWOC, GO NORTH
 DF6008'ON INTERSTATE
 DF6008'HIGHWAY 43 FOR 1.O KM TO THE STATION ON THE RIGHT.  THE STATION IS
 DF6008'BRONZE MANITOWOC
 DF6008'COUNTY GEODETIC CONTROL MARKER ABOUT LEVEL WITH HIGHWAY PAVEMENT.  THE
 DF6008'STATION IS 37.8
 DF6008'M EAST OF THE CENTERLINE OF INTERSTATE 43, 95 M SOUTHEAST OF A WOOD
 DF6008'POST FOR A --SPEED
 DF6008'LIMIT 65-- SIGN, 90 M NORTHEAST OF THE EXTENDED CENTERLINE OF AN
 DF6008'EMERGENCY VEHICLE TURN
 DF6008'AROUND, 3.0 M WEST OF A R/W FENCE,  1.0 M WEST, 1.0 M EAST, AND 1.0 M
 DF6008'NORTH OF THREE 4X4
 DF6008'ORANGE PLASTIC WITNESS POSTS.  ---NOTE--- THE STATION HAS NO VISIBLE
 DF6008'OBSTRUCTIONS
 DF6008'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6008
 DF6008                          STATION RECOVERY (2003)
 DF6008
 DF6008'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6008'RECOVERED IN GOOD CONDITION.
 DF6008
 DF6008                          STATION RECOVERY (2006)
 DF6008
 DF6008'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF6008'RECOVERED IN GOOD CONDITION.
 DF6008
 DF6008                          STATION RECOVERY (2008)
 DF6008
 DF6008'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DF6008'RECOVERED AS DESCRIBED.
 DF6008
 DF6008                          STATION RECOVERY (2015)
 DF6008
 DF6008'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DF6008'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7682 ***********************************************************************
 DE7682  DESIGNATION -  COOPERSTOWN GPS
 DE7682  PID         -  DE7682
 DE7682  STATE/COUNTY-  WI/MANITOWOC
 DE7682  COUNTRY     -  US
 DE7682  USGS QUAD   -  DENMARK (2018)
 DE7682
 DE7682                         *CURRENT SURVEY CONTROL
 DE7682  ______________________________________________________________________
 DE7682* NAD 83(2011) POSITION- 44 19 38.63304(N) 087 50 03.33591(W)   ADJUSTED
 DE7682* NAD 83(2011) ELLIP HT-   228.555 (meters)        (06/27/12)   ADJUSTED
 DE7682* NAD 83(2011) EPOCH   -  2010.00
 DE7682* NAVD 88 ORTHO HEIGHT -   264.645 (meters)      868.26  (feet) ADJUSTED
 DE7682  ______________________________________________________________________
 DE7682  GEOID HEIGHT    -        -36.076 (meters)                     GEOID18
 DE7682  NAD 83(2011) X  -    172,712.762 (meters)                     COMP
 DE7682  NAD 83(2011) Y  - -4,567,029.663 (meters)                     COMP
 DE7682  NAD 83(2011) Z  -  4,434,347.821 (meters)                     COMP
 DE7682  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 DE7682  DYNAMIC HEIGHT  -        264.607 (meters)      868.13  (feet) COMP
 DE7682  MODELED GRAVITY -    980,468.7   (mgal)                       NAVD 88
 DE7682
 DE7682  VERT ORDER      -  SECOND    CLASS I
 DE7682
 DE7682  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7682  Standards:
 DE7682         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7682            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7682  -------------------------------------------------------------------
 DE7682  NETWORK    0.30   0.31           0.13   0.11   0.16      0.01298580
 DE7682  -------------------------------------------------------------------
 DE7682  Click here for local accuracies and other accuracy information.
 DE7682
 DE7682.The horizontal coordinates were established by GPS observations
 DE7682.and adjusted by the National Geodetic Survey in June 2012.
 DE7682
 DE7682.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7682.been affixed to the stable North American tectonic plate. See 
 DE7682.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7682
 DE7682.The horizontal coordinates are valid at the epoch date displayed above
 DE7682.which is a decimal equivalence of Year/Month/Day.
 DE7682
 DE7682.The orthometric height was determined by differential leveling and
 DE7682.adjusted by the WI DEPT OF TRANSP
 DE7682.in May 2012.
 DE7682
 DE7682.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7682.GEOID18 height accuracy estimate available here.
 DE7682
 DE7682.Click photographs - Photos may exist for this station.
 DE7682
 DE7682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7682
 DE7682.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7682
 DE7682.The ellipsoidal height was determined by GPS observations
 DE7682.and is referenced to NAD 83.
 DE7682
 DE7682.The dynamic height is computed by dividing the NAVD 88
 DE7682.geopotential number by the normal gravity value computed on the
 DE7682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7682.degrees latitude (g = 980.6199 gals.).
 DE7682
 DE7682.The modeled gravity was interpolated from observed gravity values.
 DE7682
 DE7682. The following values were computed from the NAD 83(2011) position.
 DE7682
 DE7682;                    North         East     Units Scale Factor Converg.
 DE7682;SPC WI S     -   260,810.204   772,739.250   MT  1.00006342   +1 29 17.1
 DE7682;SPC WI S     -   855,674.81  2,535,228.69   sFT  1.00006342   +1 29 17.1
 DE7682;UTM  16      - 4,908,575.665   433,482.788   MT  0.99965441   -0 34 58.7
 DE7682
 DE7682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7682!SPC WI S     -   0.99996416  x   1.00006342  =   1.00002758
 DE7682!UTM  16      -   0.99996416  x   0.99965441  =   0.99961859
 DE7682
 DE7682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3348208575(NAD 83)
 DE7682
 DE7682                          SUPERSEDED SURVEY CONTROL
 DE7682
 DE7682  NAD 83(2007)-  44 19 38.63308(N)    087 50 03.33675(W) AD(2002.00) 0
 DE7682  ELLIP H (02/10/07)  228.600  (m)                       GP(2002.00)    
 DE7682  NAD 83(1997)-  44 19 38.63319(N)    087 50 03.33684(W) AD(       ) 1
 DE7682  ELLIP H (06/11/03)  228.595  (m)                       GP(       ) 3 1
 DE7682  NAVD 88             264.60   (m)          868.1    (f) LEVELING    3  
 DE7682  NAVD 88 (04/20/07)  264.597  (m)          868.10   (f) SUPERSEDED  2 1
 DE7682  NAVD 88             264.65   (m)          868.3    (f) LEVELING    3  
 DE7682  NAVD 88 (05/16/03)  264.646  (m)          868.26   (f) SUPERSEDED  2 1
 DE7682
 DE7682.Superseded values are not recommended for survey control.
 DE7682
 DE7682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7682.See file dsdata.pdf to determine how the superseded data were derived.
 DE7682
 DE7682_MARKER: DB = BENCH MARK DISK
 DE7682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7682_STAMPING: COOPERSTOWN GPS 1993-94
 DE7682_MARK LOGO: WI-071
 DE7682_PROJECTION: FLUSH
 DE7682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7682+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DE7682
 DE7682  HISTORY     - Date     Condition        Report By
 DE7682  HISTORY     - 1993     MONUMENTED       WI-071
 DE7682  HISTORY     - 2001     GOOD             WIDT
 DE7682  HISTORY     - 20030619 GOOD             USPSQD
 DE7682  HISTORY     - 20050906 GOOD             WIDT
 DE7682  HISTORY     - 20081029 GOOD             WIDT
 DE7682  HISTORY     - 20150420 GOOD             WIDT
 DE7682
 DE7682                          STATION DESCRIPTION
 DE7682
 DE7682'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7682'THE STATION IS LOCATED ABOUT 25 KM NORTHEAST OF BRILLION, 23 KM
 DE7682'SOUTHEAST OF DE PERE, AND 2 KM SOUTH-SOUTHWEST OF DENMARK.
 DE7682'OWNERSHIP--TOWN OF COOPERSTOWN. TO REACH THE STATION FROM THE
 DE7682'JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 96 ABOUT 24 KM
 DE7682'SOUTH-SOUTHEAST OF THE CITY OF GREEN BAY, GO WEST ON STATE HIGHWAY 96
 DE7682'FOR 0.2 KM TO KVITEK ROAD (WEST FRONTAGE ROAD) TURN LEFT AND GO SOUTH
 DE7682'ON KVITEK ROAD FOR 2.2 KM TO COOPERSTOWN ROAD, TURN LEFT AND GO EAST
 DE7682'ON COOPERSTOWN ROAD FOR 0.9 KM TO THE STATION ON THE RIGHT ON THE
 DE7682'EAST SIDE OF THE OVERPASS. THE STATION IS A BRONZE MANITOWOC COUNTY
 DE7682'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7682'CONCRETE POST AND ABOUT 0.3 M BELOW THE ROAD PAVEMENT. THE STATION IS
 DE7682'9.0 M SOUTH OF THE CENTERLINE OF COOPERSTOWN ROAD, 39.6 M SOUTHWEST
 DE7682'OF A 13-CM DIAMETER SPRUCE TREE, 34.1 M NORTHEAST OF A FENCE CORNER,
 DE7682'13.1 M NORTH OF A STEEL POST FOR A --R/W-- SIGN, AND 0.6 M NORTH OF A
 DE7682'WHITE PLASTIC WITNESS POST. THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7682'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZION.
 DE7682
 DE7682                          STATION RECOVERY (2003)
 DE7682
 DE7682'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7682'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 21
 DE7682'FEET EAST OF THE SOUTHEAST END OF A METAL GUARD RAIL FOR THE BRIDGE
 DE7682'OVER INTERSTATE 43.  IT IS IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DE7682'ORANGE PLASTIC GUARD POSTS.
 DE7682
 DE7682                          STATION RECOVERY (2005)
 DE7682
 DE7682'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7682'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M NORTH OF A
 DE7682'WHITE PLASTIC WITNESS POST, AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0
 DE7682'M NORTHEAST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 DE7682
 DE7682                          STATION RECOVERY (2008)
 DE7682
 DE7682'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (EPS)
 DE7682'RECOVERED AS DESCRIBED.
 DE7682
 DE7682                          STATION RECOVERY (2015)
 DE7682
 DE7682'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DE7682'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0496 ***********************************************************************
 PM0496  DESIGNATION -  COOPERSTOWN ST JAMES CATH CH
 PM0496  PID         -  PM0496
 PM0496  STATE/COUNTY-  WI/MANITOWOC
 PM0496  COUNTRY     -  US
 PM0496  USGS QUAD   -  DENMARK (2018)
 PM0496
 PM0496                         *CURRENT SURVEY CONTROL
 PM0496  ______________________________________________________________________
 PM0496* NAD 83(1991) POSITION- 44 19 04.90819(N) 087 46 36.82683(W)   ADJUSTED
 PM0496  ______________________________________________________________________
 PM0496  GEOID HEIGHT    -        -36.107 (meters)                     GEOID18
 PM0496  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 PM0496  HORZ ORDER      -  THIRD
 PM0496
 PM0496.The horizontal coordinates were established by classical geodetic methods
 PM0496.and adjusted by the National Geodetic Survey in November 1991.
 PM0496
 PM0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0496.GEOID18 height accuracy estimate available here.
 PM0496
 PM0496.Click photographs - Photos may exist for this station.
 PM0496
 PM0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 PM0496
 PM0496. The following values were computed from the NAD 83(1991) position.
 PM0496
 PM0496;                    North         East     Units Scale Factor Converg.
 PM0496;SPC WI S     -   259,889.953   777,341.250   MT  1.00006077   +1 31 39.0
 PM0496;SPC WI S     -   852,655.62  2,550,327.08   sFT  1.00006077   +1 31 39.0
 PM0496;UTM  16      - 4,907,490.181   438,046.654   MT  0.99964720   -0 32 34.0
 PM0496
 PM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3804607490(NAD 83)
 PM0496
 PM0496                          SUPERSEDED SURVEY CONTROL
 PM0496
 PM0496  NAD 83(1986)-  44 19 04.89827(N)    087 46 36.81542(W) AD(       ) 3
 PM0496  NAD 27      -  44 19 04.92000(N)    087 46 36.49000(W) AD(       ) 3
 PM0496
 PM0496.Superseded values are not recommended for survey control.
 PM0496
 PM0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0496.See file dsdata.pdf to determine how the superseded data were derived.
 PM0496
 PM0496_MARKER: 91 = CHURCH CROSS
 PM0496
 PM0496  HISTORY     - Date     Condition        Report By
 PM0496  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0496  HISTORY     - 20021104 GOOD             USPSQD
 PM0496  HISTORY     - 20040308 GOOD             USPSQD
 PM0496
 PM0496                          STATION DESCRIPTION
 PM0496
 PM0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0496'STATION IS THE BASE OF THE CROSS OF THE ST. JAMES CATHOLIC CHURCH
 PM0496'SPIRE LOCATED IN THE CENTRAL SECTION OF COOPERSTOWN.  IT IS ABOUT
 PM0496'120 FEET WEST OF THE CENTER OF U.S. HIGHWAY 141 AND 0.2 MILE NORTH
 PM0496'OF COUNTY HIGHWAY CC.  THE CHURCH IS A RED BRICK STRUCTURE WITH
 PM0496'A LIGHT GRAY SHINGLE SPIRE WHICH RISES ABOUT 125 FEET HIGH.
 PM0496
 PM0496                          STATION RECOVERY (2002)
 PM0496
 PM0496'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0496'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION
 PM0496'NEEDS TO BE AMENDED IN THAT U.S. HIGHWAY 141 IS NOW COUNTY HIGHWAY R
 PM0496'AND THAT COUNTY HIGHWAY CC IS NOW ZANDER ROAD.  THE STATION IS 0.9
 PM0496'MILE SOUTH OF THE MANITOWOC AND BROWN COUNTY LINE (COUNTY ROAD BB) AND
 PM0496'3.5 MILES SOUTH OF DENMARK ON COUNTY HIGHWAY R.
 PM0496
 PM0496                          STATION RECOVERY (2004)
 PM0496
 PM0496'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF6016 ***********************************************************************
 DF6016  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6016  DESIGNATION -  COOPERSTOWN W GPS
 DF6016  PID         -  DF6016
 DF6016  STATE/COUNTY-  WI/MANITOWOC
 DF6016  COUNTRY     -  US
 DF6016  USGS QUAD   -  MORRISON (2018)
 DF6016
 DF6016                         *CURRENT SURVEY CONTROL
 DF6016  ______________________________________________________________________
 DF6016* NAD 83(2011) POSITION- 44 17 00.98757(N) 087 53 15.37441(W)   ADJUSTED
 DF6016* NAD 83(2011) ELLIP HT-   234.288 (meters)        (06/27/12)   ADJUSTED
 DF6016* NAD 83(2011) EPOCH   -  2010.00
 DF6016* NAVD 88 ORTHO HEIGHT -   270.34  (meters)      886.9   (feet) GPS OBS
 DF6016  ______________________________________________________________________
 DF6016  GEOID HEIGHT    -        -36.043 (meters)                     GEOID18
 DF6016  NAD 83(2011) X  -    168,586.085 (meters)                     COMP
 DF6016  NAD 83(2011) Y  - -4,570,589.159 (meters)                     COMP
 DF6016  NAD 83(2011) Z  -  4,430,869.527 (meters)                     COMP
 DF6016  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 DF6016
 DF6016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6016  Standards:
 DF6016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6016  -------------------------------------------------------------------
 DF6016  NETWORK    0.27   0.27           0.12   0.10   0.14      0.00243666
 DF6016  -------------------------------------------------------------------
 DF6016  Click here for local accuracies and other accuracy information.
 DF6016
 DF6016.The horizontal coordinates were established by GPS observations
 DF6016.and adjusted by the National Geodetic Survey in June 2012.
 DF6016
 DF6016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6016.been affixed to the stable North American tectonic plate. See 
 DF6016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6016
 DF6016.The horizontal coordinates are valid at the epoch date displayed above
 DF6016.which is a decimal equivalence of Year/Month/Day.
 DF6016
 DF6016.The orthometric height was determined by GPS observations and a
 DF6016.high-resolution geoid model using precise GPS observation and
 DF6016.processing techniques.
 DF6016
 DF6016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6016.GEOID18 height accuracy estimate available here.
 DF6016
 DF6016.Click photographs - Photos may exist for this station.
 DF6016
 DF6016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6016
 DF6016.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6016
 DF6016.The ellipsoidal height was determined by GPS observations
 DF6016.and is referenced to NAD 83.
 DF6016
 DF6016. The following values were computed from the NAD 83(2011) position.
 DF6016
 DF6016;                    North         East     Units Scale Factor Converg.
 DF6016;SPC WI S     -   255,836.432   768,608.715   MT  1.00005130   +1 27 05.2
 DF6016;SPC WI S     -   839,356.69  2,521,677.09   sFT  1.00005130   +1 27 05.2
 DF6016;UTM  16      - 4,903,756.345   429,176.919   MT  0.99966169   -0 37 11.1
 DF6016
 DF6016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6016!SPC WI S     -   0.99996327  x   1.00005130  =   1.00001456
 DF6016!UTM  16      -   0.99996327  x   0.99966169  =   0.99962497
 DF6016
 DF6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2917603756(NAD 83)
 DF6016
 DF6016                          SUPERSEDED SURVEY CONTROL
 DF6016
 DF6016  NAD 83(2007)-  44 17 00.98761(N)    087 53 15.37526(W) AD(2002.00) 0
 DF6016  ELLIP H (02/10/07)  234.334  (m)                       GP(2002.00)    
 DF6016  NAD 83(1997)-  44 17 00.98773(N)    087 53 15.37534(W) AD(       ) 1
 DF6016  ELLIP H (06/11/03)  234.329  (m)                       GP(       ) 3 1
 DF6016  NAVD 88 (07/15/13)  270.34   (m)  GEOID12A model used  GPS OBS        
 DF6016  NAVD 88 (07/26/07)  270.29   (m)  GEOID03  model used  GPS OBS        
 DF6016  NAVD 88 (06/11/03)  270.33   (m)  GEOID99  model used  GPS OBS        
 DF6016
 DF6016.Superseded values are not recommended for survey control.
 DF6016
 DF6016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6016.See file dsdata.pdf to determine how the superseded data were derived.
 DF6016
 DF6016_MARKER: DD = SURVEY DISK
 DF6016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6016_STAMPING: COOPERSTOWN W GPS 1993-94
 DF6016_MARK LOGO: WI-071
 DF6016_PROJECTION: FLUSH
 DF6016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6016+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DF6016
 DF6016  HISTORY     - Date     Condition        Report By
 DF6016  HISTORY     - 1993     MONUMENTED       WI-071
 DF6016  HISTORY     - 2002     GOOD             WIDT
 DF6016  HISTORY     - 20030625 GOOD             USPSQD
 DF6016  HISTORY     - 20040725 GOOD             USPSQD
 DF6016  HISTORY     - 20050906 GOOD             WIDT
 DF6016  HISTORY     - 20150420 GOOD             WIDT
 DF6016
 DF6016                          STATION DESCRIPTION
 DF6016
 DF6016'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6016'THE STATION IS LOCATED ABOUT 23 KM SOUTHEAST OF DEPERE, 18 KM
 DF6016'SOUTHWEST OF BRILLION, AND 9 KM SOUTHWEST OF DENMARK.
 DF6016'OWNERSHIP--MANITOWOC COUNTY.
 DF6016'
 DF6016'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY 32 AND STATE
 DF6016'HIGHWAY 96 ABOUT 15 KM SOUTH-SOUTHWEST OF THE CITY OF DEPERE, GO EAST
 DF6016'FOR 6.4 KM ON STATE HIGHWAY 96 TO COUNTY HIGHWAY W, TURN RIGHT GO
 DF6016'SOUTHEAST FOR 4.2 KM ON COUNTY HIGHWAY W TO COUNTY HIGHWAY Z (PARK
 DF6016'ROAD), TURN LEFT GO EAST FOR 5.4 KM ON COUNTY HIGHWAY Z TO FAIRVIEW
 DF6016'ROAD, CONTINUE EAST ON COUNTY HIGHWAY Z FOR 1.6 KM TO COUNTY HIGHWAY
 DF6016'NN, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY NN FOR 43 M TO THE
 DF6016'STATION ON THE LEFT. -NOTE-THE STATION IS LOCATED IN THE SOUTHEAST
 DF6016'QUADRANT OF THE INTERSECTION OF COUNTY HIGHWAY Z AND COUNTY HIGHWAY
 DF6016'NN.
 DF6016'
 DF6016'THE STATION IS A BRONZE MANITOWOC COUNTY DISK SET IN THE TOP OF A
 DF6016'41-CM DIAMETER ROUND POST ABOUT 2 M ABOVE THE ROAD PAVEMENT.
 DF6016'
 DF6016'THE STATION IS 31 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY NN, 43.5
 DF6016'M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY Z, 38 M SOUTHEAST OF A
 DF6016''STOP' SIGN AT THE SOUTHEAST CORNER OF THE INTERSECTION OF COUNTY
 DF6016'HIGHWAY NN AND COUNTY HIGHWAY Z, 37.8 M SOUTHWEST OF A POWER POLE
 DF6016'2122-19W8, 0.7 M SOUTH OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DF6016'SOUTHWEST, 1.0 M SOUTHEAST, AND 1.0 M NORTH OF THREE 4X4 ORANGE
 DF6016'PLASTIC WITNESS POSTS.  NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF6016'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6016
 DF6016                          STATION RECOVERY (2003)
 DF6016
 DF6016'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6016'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS LOCATED IN THE
 DF6016'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6016
 DF6016                          STATION RECOVERY (2004)
 DF6016
 DF6016'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6016'RECOVERED IN GOOD CONDITION.
 DF6016
 DF6016                          STATION RECOVERY (2005)
 DF6016
 DF6016'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6016'RECOVERED IN GOOD CONDITION.
 DF6016
 DF6016                          STATION RECOVERY (2015)
 DF6016
 DF6016'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DF6016'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2802 ***********************************************************************
 DP2802  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2802  DESIGNATION -  COPPER RIVER GPS
 DP2802  PID         -  DP2802
 DP2802  STATE/COUNTY-  WI/LINCOLN
 DP2802  COUNTRY     -  US
 DP2802  USGS QUAD   -  FROMM LOOKOUT TOWER (2018)
 DP2802
 DP2802                         *CURRENT SURVEY CONTROL
 DP2802  ______________________________________________________________________
 DP2802* NAD 83(2011) POSITION- 45 11 53.46646(N) 089 55 11.60952(W)   ADJUSTED
 DP2802* NAD 83(2011) ELLIP HT-   390.158 (meters)        (05/27/14)   ADJUSTED
 DP2802* NAD 83(2011) EPOCH   -  2010.00
 DP2802* NAVD 88 ORTHO HEIGHT -   422.86  (meters)     1387.3   (feet) GPS OBS
 DP2802  ______________________________________________________________________
 DP2802  GEOID HEIGHT    -        -32.690 (meters)                     GEOID18
 DP2802  NAD 83(2011) X  -      6,294.869 (meters)                     COMP
 DP2802  NAD 83(2011) Y  - -4,502,260.440 (meters)                     COMP
 DP2802  NAD 83(2011) Z  -  4,503,172.340 (meters)                     COMP
 DP2802  LAPLACE CORR    -         -8.77  (seconds)                    DEFLEC18
 DP2802
 DP2802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2802  Standards:
 DP2802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2802  -------------------------------------------------------------------
 DP2802  NETWORK    0.54   0.61           0.24   0.19   0.31      0.23485560
 DP2802  -------------------------------------------------------------------
 DP2802  Click here for local accuracies and other accuracy information.
 DP2802
 DP2802.The horizontal coordinates were established by GPS observations
 DP2802.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2802
 DP2802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2802.been affixed to the stable North American tectonic plate. See 
 DP2802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2802
 DP2802.The horizontal coordinates are valid at the epoch date displayed above
 DP2802.which is a decimal equivalence of Year/Month/Day.
 DP2802
 DP2802.The orthometric height was determined by GPS observations and a
 DP2802.high-resolution geoid model using precise GPS observation and
 DP2802.processing techniques.
 DP2802
 DP2802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2802.GEOID18 height accuracy estimate available here.
 DP2802
 DP2802.Click photographs - Photos may exist for this station.
 DP2802
 DP2802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2802
 DP2802.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2802
 DP2802.The ellipsoidal height was determined by GPS observations
 DP2802.and is referenced to NAD 83.
 DP2802
 DP2802. The following values were computed from the NAD 83(2011) position.
 DP2802
 DP2802;                    North         East     Units Scale Factor Converg.
 DP2802;SPC WI C     -   151,666.140   606,294.211   MT  0.99995648   +0 03 23.5
 DP2802;SPC WI C     -   497,591.33  1,989,150.26   sFT  0.99995648   +0 03 23.5
 DP2802;UTM  16      - 5,009,114.827   270,663.179   MT  1.00024674   -2 04 21.7
 DP2802;UTM  15      - 5,009,582.770   741,920.656   MT  1.00031967   +2 11 11.6
 DP2802
 DP2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2802!SPC WI C     -   0.99993883  x   0.99995648  =   0.99989532
 DP2802!UTM  16      -   0.99993883  x   1.00024674  =   1.00018556
 DP2802!UTM  15      -   0.99993883  x   1.00031967  =   1.00025848
 DP2802
 DP2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7066309114(NAD 83)
 DP2802
 DP2802                          SUPERSEDED SURVEY CONTROL
 DP2802
 DP2802  NAVD 88 (05/27/14)  422.85   (m)  GEOID12A model used  GPS OBS        
 DP2802
 DP2802.Superseded values are not recommended for survey control.
 DP2802
 DP2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2802.See file dsdata.pdf to determine how the superseded data were derived.
 DP2802
 DP2802_MARKER: DD = SURVEY DISK
 DP2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2802_STAMPING: COPPER RIVER GPS 1995
 DP2802_MARK LOGO: WI-069
 DP2802_PROJECTION: FLUSH
 DP2802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2802+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DP2802
 DP2802  HISTORY     - Date     Condition        Report By
 DP2802  HISTORY     - 1995     MONUMENTED       WI-069
 DP2802  HISTORY     - 20140101 GOOD             WIDT
 DP2802
 DP2802                          STATION DESCRIPTION
 DP2802
 DP2802'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2802'THE STATION IS LOCATED 16.2 MI (26.1 KM) SOUTHWEST OF IRMA, 16.1 MI
 DP2802'(25.9 KM) SOUTHEAST OF RIB LAKE, AND 11.5 MI (18.5 KM) WEST OF
 DP2802'MERRILL.
 DP2802'
 DP2802'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DP2802'HIGHWAY M LOCATED APPROXIMATELY 7 MI (11.3 KM) WEST OF THE CITY OF
 DP2802'MERRILL, GO WEST ON COUNTY HIGHWAY M FOR 4.5 MI (7.2 KM) TO WEGNER
 DP2802'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON WEGNER ROAD FOR 0.9 MI
 DP2802'(1.4 KM) TO THE STATION ON THE RIGHT.
 DP2802'
 DP2802'THE STATION IS A BRONZE LINCOLN COUNTY GEODETIC CONTROL MARKER DISK
 DP2802'SET IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST,
 DP2802'APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE
 DP2802'STATION IS 6 M (19.7 FT) EAST OF THE CENTERLINE OF WEGNER ROAD, 264 M
 DP2802'(866.1 FT) SOUTH OF THE EXTENDED CENTER OF A PRIVATE DRIVE -N2329-,
 DP2802'91.7 M (300.9 FT) NORTH-NORTHEAST OF A POWER POLE -3104 IR6-, 22.6 M
 DP2802'(74.1 FT) SOUTHEAST OF A POWER POLE -3104 IR7-, AND LOCATED BETWEEN
 DP2802'TWO ORANGE 4X4 GUARD POSTS.
 DP2802'
 DP2802'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2802'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5271 ***********************************************************************
 DK5271  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5271  DESIGNATION -  CORINTH GPS
 DK5271  PID         -  DK5271
 DK5271  STATE/COUNTY-  WI/MARATHON
 DK5271  COUNTRY     -  US
 DK5271  USGS QUAD   -  CORINTH (2018)
 DK5271
 DK5271                         *CURRENT SURVEY CONTROL
 DK5271  ______________________________________________________________________
 DK5271* NAD 83(2011) POSITION- 45 00 10.53745(N) 090 07 56.00124(W)   ADJUSTED
 DK5271* NAD 83(2011) ELLIP HT-   406.779 (meters)        (06/27/12)   ADJUSTED
 DK5271* NAD 83(2011) EPOCH   -  2010.00
 DK5271* NAVD 88 ORTHO HEIGHT -   439.77  (meters)     1442.8   (feet) GPS OBS
 DK5271  ______________________________________________________________________
 DK5271  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5271  GEOID HEIGHT    -        -32.993 (meters)                     GEOID12A
 DK5271  GEOID HEIGHT    -        -32.993 (meters)                     GEOID18
 DK5271  NAD 83(2011) X  -    -10,425.455 (meters)                     COMP
 DK5271  NAD 83(2011) Y  - -4,517,636.450 (meters)                     COMP
 DK5271  NAD 83(2011) Z  -  4,487,866.069 (meters)                     COMP
 DK5271  LAPLACE CORR    -         -6.84  (seconds)                    DEFLEC18
 DK5271
 DK5271  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5271  Standards:
 DK5271         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5271            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5271  -------------------------------------------------------------------
 DK5271  NETWORK    0.41   0.35           0.18   0.15   0.18     -0.12388507
 DK5271  -------------------------------------------------------------------
 DK5271  Click here for local accuracies and other accuracy information.
 DK5271
 DK5271.The horizontal coordinates were established by GPS observations
 DK5271.and adjusted by the National Geodetic Survey in June 2012.
 DK5271
 DK5271.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5271.been affixed to the stable North American tectonic plate. See 
 DK5271.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5271
 DK5271.The horizontal coordinates are valid at the epoch date displayed above
 DK5271.which is a decimal equivalence of Year/Month/Day.
 DK5271
 DK5271.The orthometric height was determined by GPS observations and a
 DK5271.high-resolution geoid model using precise GPS observation and
 DK5271.processing techniques.
 DK5271
 DK5271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5271.GEOID18 height accuracy estimate available here.
 DK5271
 DK5271.Click photographs - Photos may exist for this station.
 DK5271
 DK5271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5271
 DK5271.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5271
 DK5271.The ellipsoidal height was determined by GPS observations
 DK5271.and is referenced to NAD 83.
 DK5271
 DK5271. The following values were computed from the NAD 83(2011) position.
 DK5271
 DK5271;                    North         East     Units Scale Factor Converg.
 DK5271;SPC WI C     -   129,972.873   589,575.797   MT  0.99994315   -0 05 35.9
 DK5271;SPC WI C     -   426,419.33  1,934,299.93   sFT  0.99994315   -0 05 35.9
 DK5271;UTM  15      - 4,987,277.002   726,013.333   MT  1.00022816   +2 01 43.6
 DK5271
 DK5271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5271!SPC WI C     -   0.99993623  x   0.99994315  =   0.99987938
 DK5271!UTM  15      -   0.99993623  x   1.00022816  =   1.00016437
 DK5271
 DK5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2601387277(NAD 83)
 DK5271
 DK5271                          SUPERSEDED SURVEY CONTROL
 DK5271
 DK5271  NAD 83(2007)-  45 00 10.53763(N)    090 07 56.00193(W) AD(2002.00) 1
 DK5271  ELLIP H (07/29/08)  406.809  (m)                       GP(2002.00) 3 1
 DK5271  NAVD 88 (07/29/08)  439.76   (m)  GEOID03  model used  GPS OBS        
 DK5271
 DK5271.Superseded values are not recommended for survey control.
 DK5271
 DK5271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5271.See file dsdata.pdf to determine how the superseded data were derived.
 DK5271
 DK5271_MARKER: DD = SURVEY DISK
 DK5271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5271_STAMPING: CORINTH GPS 2005
 DK5271_MARK LOGO: WIDT
 DK5271_PROJECTION: FLUSH
 DK5271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5271+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2011
 DK5271
 DK5271  HISTORY     - Date     Condition        Report By
 DK5271  HISTORY     - 2004     MONUMENTED       WIDT
 DK5271  HISTORY     - 20061219 GOOD             WIDT
 DK5271  HISTORY     - 20110718 GOOD             WIDT
 DK5271
 DK5271                          STATION DESCRIPTION
 DK5271
 DK5271'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5271'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 WITH COUNTY
 DK5271'HIGHWAY A TO THE WEST AND COUNTY HIGHWAY M TO THE EAST ABOUT 2 MI (3.2
 DK5271'KM) SOUTH OF THE VILLAGE OF ATHENS, GO WEST ON COUNTY HIGHWAY A FOR
 DK5271'2.0 MI (3.2 KM) TO SILVER LEAF ROAD, CONTINUE WEST ON COUNTY HIGHWAY A
 DK5271'FOR 0.65 MI (1.0 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 DK5271'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DK5271'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DK5271'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DK5271'THE ROAD PAVEMENT.  THE STATION IS 9.7 M (31.8 FT) SOUTH OF THE
 DK5271'CENTERLINE OF COUNTY HIGHWAY A, 55.6 M (182.4 FT) SOUTHWEST OF A POWER
 DK5271'POLE --9013DE82, 46 M (150.9 FT) WEST OF THE EXTENDED CENTER OF A
 DK5271'FIELD ENTRANCE, 29.0 M (95.1 FT) SOUTHEAST OF A POWER POLE
 DK5271'--9013DE81--, AND 1.0 M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF AN
 DK5271'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK5271'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK5271'HORIZON.
 DK5271
 DK5271                          STATION RECOVERY (2011)
 DK5271
 DK5271'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DK5271'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0929 ***********************************************************************
 NJ0929  DESIGNATION -  CORNELIA
 NJ0929  PID         -  NJ0929
 NJ0929  STATE/COUNTY-  WI/GRANT
 NJ0929  COUNTRY     -  US
 NJ0929  USGS QUAD   -  DICKEYVILLE (2018)
 NJ0929
 NJ0929                         *CURRENT SURVEY CONTROL
 NJ0929  ______________________________________________________________________
 NJ0929* NAD 83(1996) POSITION- 42 41 34.80786(N) 090 35 34.95917(W)   ADJUSTED
 NJ0929* NAVD 88 ORTHO HEIGHT -   300.    (meters)      984.    (feet) SCALED
 NJ0929  ______________________________________________________________________
 NJ0929  GEOID HEIGHT    -        -32.712 (meters)                     GEOID18
 NJ0929  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 NJ0929  HORZ ORDER      -  THIRD
 NJ0929
 NJ0929.The horizontal coordinates were established by classical geodetic methods
 NJ0929.and adjusted by the National Geodetic Survey in March 1999.
 NJ0929
 NJ0929.The orthometric height was scaled from a topographic map.
 NJ0929
 NJ0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0929.GEOID18 height accuracy estimate available here.
 NJ0929
 NJ0929.Click photographs - Photos may exist for this station.
 NJ0929
 NJ0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 NJ0929
 NJ0929. The following values were computed from the NAD 83(1996) position.
 NJ0929
 NJ0929;                    North         East     Units Scale Factor Converg.
 NJ0929;SPC WI S     -    77,159.696   551,402.551   MT  1.00000838   -0 24 26.9
 NJ0929;SPC WI S     -   253,148.10  1,809,059.87   sFT  1.00000838   -0 24 26.9
 NJ0929;UTM  15      - 4,729,533.149   697,165.659   MT  1.00007829   +1 37 57.4
 NJ0929
 NJ0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0929!SPC WI S     -   0.99995809  x   1.00000838  =   0.99996647
 NJ0929!UTM  15      -   0.99995809  x   1.00007829  =   1.00003638
 NJ0929
 NJ0929:                Primary Azimuth Mark                     Grid Az
 NJ0929:SPC WI S     -  CORNELIA AZ MK                           228 46 13.9
 NJ0929:UTM  15      -  CORNELIA AZ MK                           226 43 49.6
 NJ0929
 NJ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9716529533(NAD 83)
 NJ0929
 NJ0929|---------------------------------------------------------------------|
 NJ0929| PID    Reference Object                     Distance      Geod. Az  |
 NJ0929|                                                           dddmmss.s |
 NJ0929| CI8450 CORNELIA RM 1                         8.778 METERS 00045     |
 NJ0929| CI8449 CORNELIA AZ MK                                     2282147.0 |
 NJ0929| NJ0947 TENNYSON MUNICIPAL STANDPIPE        APPROX. 8.1 KM 2654658.0 |
 NJ0929| CI8451 CORNELIA RM 2                        18.812 METERS 26801     |
 NJ0929| NJ0921 LANCASTER ST CLEMENTS CATH CH       APPROX.19.7 KM 3302252.9 |
 NJ0929| NJ0922 LANCASTER CO COURTHOUSE DOME        APPROX.19.7 KM 3305034.1 |
 NJ0929| NJ0917 LANCASTER MUNICIPAL TANK            APPROX.19.6 KM 3310547.2 |
 NJ0929|---------------------------------------------------------------------|
 NJ0929
 NJ0929                          SUPERSEDED SURVEY CONTROL
 NJ0929
 NJ0929  NAD 83(1991)-  42 41 34.80355(N)    090 35 34.95728(W) AD(       ) 3
 NJ0929  NAD 83(1986)-  42 41 34.80152(N)    090 35 34.95908(W) AD(       ) 3
 NJ0929  NAD 27      -  42 41 34.81980(N)    090 35 34.50290(W) AD(       ) 3
 NJ0929
 NJ0929.Superseded values are not recommended for survey control.
 NJ0929
 NJ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0929.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0929
 NJ0929_MARKER: DS = TRIANGULATION STATION DISK
 NJ0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0929_STAMPING: CORNELIA 1958
 NJ0929_MARK LOGO: CGS
 NJ0929_PROJECTION: FLUSH
 NJ0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0929+STABILITY: SURFACE MOTION
 NJ0929
 NJ0929  HISTORY     - Date     Condition        Report By
 NJ0929  HISTORY     - 1958     MONUMENTED       CGS
 NJ0929  HISTORY     - 19980831 GOOD             USPSQD
 NJ0929  HISTORY     - 20040907 POOR             INDIV
 NJ0929
 NJ0929                          STATION DESCRIPTION
 NJ0929
 NJ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0929'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PLATTEVILLE AND
 NJ0929'ABOUT 5 MILES NORTH OF CORNELIA.  IN THE NE 1/4 OF SEC. 34,
 NJ0929'T-3-N, R-2-W, ON ROAD RIGHT-OF-WAY.  IT IS 32 FEET EAST OF A
 NJ0929'GRAVEL ROAD, 11 FEET NORTH OF A POWER POLE, 2 FEET WEST OF A FENCE
 NJ0929'AND 6 FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 NJ0929'AND THE DISK IS STAMPED CORNELIA 1958.
 NJ0929'
 NJ0929'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD O AND
 NJ0929'U.S. HIGHWAY 151, 2-1/2 MILES SOUTH OF PLATTEVILLE, GO WEST ON
 NJ0929'COUNTY ROAD O FOR 4.4 MILES TO A GRAVEL CROSSROADS.  TURN
 NJ0929'RIGHT, GO NORTH ON GRAVEL ROAD FOR 0.3 MILE TO THE STATION ON THE
 NJ0929'RIGHT AS DESCRIBED.
 NJ0929'
 NJ0929'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVEL
 NJ0929'ROAD FOR 0.3 MILE TO THE JUNCTION WITH COUNTY ROAD O.  TURN
 NJ0929'RIGHT, GO WEST ON COUNTY ROAD O FOR 0.3 MILE TO THE AZIMUTH
 NJ0929'MARK ON THE RIGHT AS DESCRIBED.
 NJ0929'
 NJ0929'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE, 30 FEET EAST OF THE
 NJ0929'CENTERLINE OF A GRAVEL ROAD, AND 39 FEET NORTH OF A POWER POLE.
 NJ0929'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CORNELIA NO 1
 NJ0929'1958.
 NJ0929'
 NJ0929'REFERENCE MARK 2 IS 35 FEET WEST OF THE CENTERLINE OF A GRAVEL
 NJ0929'ROAD, 40 FEET NORTH OF A TELEPHONE POLE AND 3 FEET EAST OF
 NJ0929'A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0929'CORNELIA NO 2 1958.
 NJ0929'
 NJ0929'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF COUNTY
 NJ0929'ROAD O, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF
 NJ0929'A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CORNELIA
 NJ0929'1958.
 NJ0929'
 NJ0929'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0929
 NJ0929                          STATION RECOVERY (1998)
 NJ0929
 NJ0929'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0929'RECOVERED IN GOOD CONDITION.
 NJ0929
 NJ0929                          STATION RECOVERY (2004)
 NJ0929
 NJ0929'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JPA)
 NJ0929'STATION FOUND TIPPED SLIGHTLY SOUTH.  REFERENCE MARK 1 WAS ALSO FOUND
 NJ0929'TIPPED SLIGHTLY SOUTH.  REFERENCE MARK 2 WAS NOT FOUND AND WAS LIKELY
 NJ0929'DESTROYED BY CULTIVATION.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5305 ***********************************************************************
 DH5305  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5305  DESIGNATION -  CORNELIA GPS
 DH5305  PID         -  DH5305
 DH5305  STATE/COUNTY-  WI/GRANT
 DH5305  COUNTRY     -  US
 DH5305  USGS QUAD   -  DICKEYVILLE (2018)
 DH5305
 DH5305                         *CURRENT SURVEY CONTROL
 DH5305  ______________________________________________________________________
 DH5305* NAD 83(2011) POSITION- 42 43 15.15356(N) 090 35 35.38852(W)   ADJUSTED
 DH5305* NAD 83(2011) ELLIP HT-   266.391 (meters)        (06/27/12)   ADJUSTED
 DH5305* NAD 83(2011) EPOCH   -  2010.00
 DH5305* NAVD 88 ORTHO HEIGHT -   299.10  (meters)      981.3   (feet) GPS OBS
 DH5305  ______________________________________________________________________
 DH5305  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5305  GEOID HEIGHT    -        -32.718 (meters)                     GEOID12A
 DH5305  GEOID HEIGHT    -        -32.717 (meters)                     GEOID18
 DH5305  NAD 83(2011) X  -    -48,586.641 (meters)                     COMP
 DH5305  NAD 83(2011) Y  - -4,692,989.525 (meters)                     COMP
 DH5305  NAD 83(2011) Z  -  4,304,953.329 (meters)                     COMP
 DH5305  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 DH5305
 DH5305  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5305  Standards:
 DH5305         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5305            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5305  -------------------------------------------------------------------
 DH5305  NETWORK    0.25   0.37           0.11   0.09   0.19      0.05420456
 DH5305  -------------------------------------------------------------------
 DH5305  Click here for local accuracies and other accuracy information.
 DH5305
 DH5305.The horizontal coordinates were established by GPS observations
 DH5305.and adjusted by the National Geodetic Survey in June 2012.
 DH5305
 DH5305.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5305.been affixed to the stable North American tectonic plate. See 
 DH5305.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5305
 DH5305.The horizontal coordinates are valid at the epoch date displayed above
 DH5305.which is a decimal equivalence of Year/Month/Day.
 DH5305
 DH5305.The orthometric height was determined by GPS observations and a
 DH5305.high-resolution geoid model using precise GPS observation and
 DH5305.processing techniques.
 DH5305
 DH5305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5305.GEOID18 height accuracy estimate available here.
 DH5305
 DH5305.Click photographs - Photos may exist for this station.
 DH5305
 DH5305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5305
 DH5305.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5305
 DH5305.The ellipsoidal height was determined by GPS observations
 DH5305.and is referenced to NAD 83.
 DH5305
 DH5305. The following values were computed from the NAD 83(2011) position.
 DH5305
 DH5305;                    North         East     Units Scale Factor Converg.
 DH5305;SPC WI S     -    80,256.122   551,414.804   MT  1.00000253   -0 24 27.2
 DH5305;SPC WI S     -   263,306.96  1,809,100.07   sFT  1.00000253   -0 24 27.2
 DH5305;UTM  15      - 4,732,628.273   697,067.644   MT  1.00007781   +1 38 00.2
 DH5305
 DH5305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5305!SPC WI S     -   0.99995822  x   1.00000253  =   0.99996075
 DH5305!UTM  15      -   0.99995822  x   1.00007781  =   1.00003603
 DH5305
 DH5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9706732628(NAD 83)
 DH5305
 DH5305                          SUPERSEDED SURVEY CONTROL
 DH5305
 DH5305  NAD 83(2007)-  42 43 15.15368(N)    090 35 35.38944(W) AD(2002.00) 0
 DH5305  ELLIP H (02/10/07)  266.421  (m)                       GP(2002.00)    
 DH5305  NAD 83(1997)-  42 43 15.15355(N)    090 35 35.38975(W) AD(       ) 1
 DH5305  ELLIP H (08/01/05)  266.428  (m)                       GP(       ) 2 1
 DH5305  NAVD 88 (07/26/07)  299.10   (m)  GEOID03  model used  GPS OBS        
 DH5305
 DH5305.Superseded values are not recommended for survey control.
 DH5305
 DH5305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5305.See file dsdata.pdf to determine how the superseded data were derived.
 DH5305
 DH5305_MARKER: DD = SURVEY DISK
 DH5305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5305_STAMPING: CORNELIA GPS 2004
 DH5305_MARK LOGO: WIDT
 DH5305_PROJECTION: FLUSH
 DH5305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5305+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2007
 DH5305
 DH5305  HISTORY     - Date     Condition        Report By
 DH5305  HISTORY     - 2003     MONUMENTED       WIDT
 DH5305  HISTORY     - 20071017 GOOD             WIDT
 DH5305
 DH5305                          STATION DESCRIPTION
 DH5305
 DH5305'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5305'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5305'US HIGHWAY 61 AND STATE HIGHWAY 35 WITH COUNTY HIGHWAY B AND ABING
 DH5305'ROAD  ABOUT 3 MI NORTH OF THE VILLAGE OF TENNYSON, GO EAST ON COUNTY
 DH5305'HIGHWAY B FOR 4.5 MI TO  STANTON ROAD ON THE RIGHT, TURN RIGHT AND GO
 DH5305'SOUTHERLY ON STANTON ROAD FOR 1.8 MI TO  QUARRY ROAD ON THE RIGHT,
 DH5305'CONTINUE SOUTH ON STANTON ROAD FOR 0.05 MI TO THE STATION  ON THE
 DH5305'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5305'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5305'DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5305'STATION IS 7.1 M EAST OF THE CENTERLINE OF STANTON  ROAD, 60 M SOUTH
 DH5305'OF A FIELD ENTRANCE, 41.0 M NORTH-NORTHEAST OF A METAL POST FOR A
 DH5305'--SCHOOL BUS STOP AHEAD-- SIGN, 2 M WEST OF A CULTIVATED FIELD, 1.0 M
 DH5305'WEST OF AN ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN
 DH5305'ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M  NORTHEAST OF AN ORANGE 4X4
 DH5305'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5305'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5305
 DH5305                          STATION RECOVERY (2007)
 DH5305
 DH5305'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5305'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 62.0 M NORTH OF A
 DH5305'CORNER POST OF A WHITE WOOD FENCE.  ---NOTE--- THE --SCHOOL BUS STOP
 DH5305'AHEAD-- SIGN HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4363 ***********************************************************************
 DL4363  DESIGNATION -  CORNELL GPS
 DL4363  PID         -  DL4363
 DL4363  STATE/COUNTY-  WI/CHIPPEWA
 DL4363  COUNTRY     -  US
 DL4363  USGS QUAD   -  CORNELL (2018)
 DL4363
 DL4363                         *CURRENT SURVEY CONTROL
 DL4363  ______________________________________________________________________
 DL4363* NAD 83(2011) POSITION- 45 09 47.75487(N) 091 07 35.46534(W)   ADJUSTED
 DL4363* NAD 83(2011) ELLIP HT-   307.553 (meters)        (04/15/13)   ADJUSTED
 DL4363* NAD 83(2011) EPOCH   -  2010.00
 DL4363* NAVD 88 ORTHO HEIGHT -   338.244 (meters)     1109.72  (feet) ADJUSTED
 DL4363  ______________________________________________________________________
 DL4363  GEOID HEIGHT    -        -30.689 (meters)                     GEOID18
 DL4363  NAD 83(2011) X  -    -88,568.334 (meters)                     COMP
 DL4363  NAD 83(2011) Y  - -4,504,088.851 (meters)                     COMP
 DL4363  NAD 83(2011) Z  -  4,500,378.102 (meters)                     COMP
 DL4363  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 DL4363  DYNAMIC HEIGHT  -        338.222 (meters)     1109.65  (feet) COMP
 DL4363  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 DL4363
 DL4363  VERT ORDER      -  SECOND    CLASS I
 DL4363
 DL4363  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4363  Standards:
 DL4363         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4363            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4363  -------------------------------------------------------------------
 DL4363  NETWORK    0.78   1.39           0.35   0.28   0.71      0.14381064
 DL4363  -------------------------------------------------------------------
 DL4363  Click here for local accuracies and other accuracy information.
 DL4363
 DL4363.The horizontal coordinates were established by GPS observations
 DL4363.and adjusted by the National Geodetic Survey in April 2013.
 DL4363
 DL4363.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4363.been affixed to the stable North American tectonic plate. See 
 DL4363.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4363
 DL4363.The horizontal coordinates are valid at the epoch date displayed above
 DL4363.which is a decimal equivalence of Year/Month/Day.
 DL4363
 DL4363.The orthometric height was determined by differential leveling and
 DL4363.adjusted by the WI DEPT OF TRANSP
 DL4363.in May 2012.
 DL4363
 DL4363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4363.GEOID18 height accuracy estimate available here.
 DL4363
 DL4363.Click photographs - Photos may exist for this station.
 DL4363
 DL4363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4363
 DL4363.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4363
 DL4363.The ellipsoidal height was determined by GPS observations
 DL4363.and is referenced to NAD 83.
 DL4363
 DL4363.The dynamic height is computed by dividing the NAVD 88
 DL4363.geopotential number by the normal gravity value computed on the
 DL4363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4363.degrees latitude (g = 980.6199 gals.).
 DL4363
 DL4363.The modeled gravity was interpolated from observed gravity values.
 DL4363
 DL4363. The following values were computed from the NAD 83(2011) position.
 DL4363
 DL4363;                    North         East     Units Scale Factor Converg.
 DL4363;SPC WI C     -   148,396.689   511,437.205   MT  0.99995324   -0 47 41.4
 DL4363;SPC WI C     -   486,864.80  1,677,940.23   sFT  0.99995324   -0 47 41.4
 DL4363;UTM  15      - 5,002,794.685   647,238.971   MT  0.99986657   +1 19 43.5
 DL4363
 DL4363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4363!SPC WI C     -   0.99995178  x   0.99995324  =   0.99990503
 DL4363!UTM  15      -   0.99995178  x   0.99986657  =   0.99981836
 DL4363
 DL4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4723802794(NAD 83)
 DL4363
 DL4363                          SUPERSEDED SURVEY CONTROL
 DL4363
 DL4363  NAD 83(2007)-  45 09 47.75487(N)    091 07 35.46599(W) AD(2002.00) 1
 DL4363  ELLIP H (04/06/12)  307.576  (m)                       GP(2002.00) 1 1
 DL4363  NAVD 88             338.24   (m)         1109.7    (f) LEVELING    3  
 DL4363
 DL4363.Superseded values are not recommended for survey control.
 DL4363
 DL4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4363.See file dsdata.pdf to determine how the superseded data were derived.
 DL4363
 DL4363_MARKER: DD = SURVEY DISK
 DL4363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4363_STAMPING: CORNELL GPS 2006
 DL4363_MARK LOGO: WIDT
 DL4363_PROJECTION: FLUSH
 DL4363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4363+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2008
 DL4363
 DL4363  HISTORY     - Date     Condition        Report By
 DL4363  HISTORY     - 2005     MONUMENTED       WIDT
 DL4363  HISTORY     - 20080811 GOOD             WIDT
 DL4363
 DL4363                          STATION DESCRIPTION
 DL4363
 DL4363'DESCRIBED BY WI DEPT OF TRANSP 2008 (EPS)
 DL4363'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH OF CRESCENT, 4.2
 DL4363'MI (6.8 KM) SOUTH OF HOLCOMBE AND 1.1 MI (1.8 KM) EAST-SOUTHEAST OF
 DL4363'CORNELL.
 DL4363'
 DL4363'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 (BRIDGE
 DL4363'STREET) WITH STATE HIGHWAY 27 SOUTH IN THE CITY OF CORNELL, GO EAST ON
 DL4363'STATE HIGHWAY 64 AND STATE HIGHWAY 27 FOR 0.9 MI (1.4 KM) TO EAST
 DL4363'TOWNLINE ROAD SOUTH.  CONTINUE EAST ON STATE HIGHWAY 64 AND STATE
 DL4363'HIGHWAY 27 FOR 0.22 MI (0.4 KM) TO THE STATION ON THE LEFT.
 DL4363'
 DL4363'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4363'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4363'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DL4363'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT, 13.5 M (44.3
 DL4363'FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 64 AND STATE HIGHWAY 27,
 DL4363'52.5 M (172.2 FT) NORTHWEST OF A POWER POLE WITH ONE TRANSFORMER, ONE
 DL4363'GUY WIRE AND WIRES CROSSING OVER THE HIGHWAY, 41.9 M (137.5 FT) EAST
 DL4363'OF A REDUCE SPEED LIMIT AHEAD 45 MPH SIGN POST, 27.2 M (89.2 FT) EAST
 DL4363'OF THE CENTERLINE OF ENTRANCE NUMBER 27238 TO CITY SIDE LIQUIDATORS
 DL4363'AND C AND C EXCAVATING, 15.8 M (51.8 FT) EAST OF A WOODEN LIGHT POLE,
 DL4363'8.0 M (26.2 FT) WEST OF A WOODEN LIGHT POLE WITH TWO LIGHTS AND 1.0 M
 DL4363'(3.3 FT) NORTH, 1.0 M (3.3 FT) SOUTHEAST AND 1.0 M (3.3 FT) SOUTHWEST
 DL4363'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 DL4363'
 DL4363'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4363'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PM0218 ***********************************************************************
 PM0218  DESIGNATION -  CORNER
 PM0218  PID         -  PM0218
 PM0218  STATE/COUNTY-  WI/OCONTO
 PM0218  COUNTRY     -  US
 PM0218  USGS QUAD   -  OCONTO EAST (2018)
 PM0218
 PM0218                         *CURRENT SURVEY CONTROL
 PM0218  ______________________________________________________________________
 PM0218* NAD 83(1986) POSITION- 44 53 38.     (N) 087 49 56.     (W)   SCALED
 PM0218* NAVD 88 ORTHO HEIGHT -   177.915 (meters)      583.71  (feet) ADJUSTED
 PM0218  ______________________________________________________________________
 PM0218  GEOID HEIGHT    -        -36.577 (meters)                     GEOID18
 PM0218  DYNAMIC HEIGHT  -        177.898 (meters)      583.65  (feet) COMP
 PM0218  MODELED GRAVITY -    980,521.8   (mgal)                       NAVD 88
 PM0218
 PM0218  VERT ORDER      -  FIRST     CLASS 0
 PM0218
 PM0218.The horizontal coordinates were scaled from a map and have
 PM0218.an estimated accuracy of +/- 6 seconds.
 PM0218
 PM0218.The orthometric height was determined by differential leveling and
 PM0218.adjusted by the NATIONAL GEODETIC SURVEY
 PM0218.in June 1991.
 PM0218
 PM0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 PM0218.GEOID18 height accuracy estimate available here.
 PM0218
 PM0218.Click photographs - Photos may exist for this station.
 PM0218
 PM0218.The dynamic height is computed by dividing the NAVD 88
 PM0218.geopotential number by the normal gravity value computed on the
 PM0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0218.degrees latitude (g = 980.6199 gals.).
 PM0218
 PM0218.The modeled gravity was interpolated from observed gravity values.
 PM0218
 PM0218;                    North         East    Units  Estimated Accuracy
 PM0218;SPC WI C     -   120,130.      771,210.      MT  (+/- 180 meters Scaled)
 PM0218
 PM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ342714(NAD 83)
 PM0218
 PM0218                          SUPERSEDED SURVEY CONTROL
 PM0218
 PM0218.No superseded survey control is available for this station.
 PM0218
 PM0218_MARKER: Z = SEE DESCRIPTION
 PM0218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0218
 PM0218  HISTORY     - Date     Condition        Report By
 PM0218  HISTORY     - UNK      MONUMENTED       USLS
 PM0218  HISTORY     - 1972     GOOD             NGS
 PM0218  HISTORY     - 20051212 MARK NOT FOUND   WIDT
 PM0218
 PM0218                          STATION DESCRIPTION
 PM0218
 PM0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0218'1.95 MI E FROM OCONTO.
 PM0218'ABOUT 0.6 MILE EAST ALONG MAIN STREET FROM THE CITY HALL AT OCONTO,
 PM0218'THENCE 0.75 MILE NORTHEASTERLY ALONG HARBOR ROAD, THENCE 0.55 MILE
 PM0218'EAST ALONG BASIN ROAD, AT A SMALL FISHING VILLAGE, NEAR THE WEST
 PM0218'CORNER OF AN OLD UNPAINTED BUILDING, 130 FEET NORTHEAST OF THE
 PM0218'JUNCTION OF A BLACK TOP DRIVEWAY LEADING TO A FRAME HOUSE, 156 FEET
 PM0218'SOUTHWEST OF THE WEST CORNER OF A LARGE ONE STORY CONCRETE BLOCK
 PM0218'BUILDING, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT
 PM0218'WEST OF THE WEST CORNER OF THE OLD BUILDING (FORMERLY A FISH HOUSE),
 PM0218'ABOUT LEVEL WITH THE ROAD, TOP OF AN IRON ROD THAT IS 1/2 FOOT BELOW
 PM0218'THE LEVEL OF THE GROUND AND DRIVEN TO A DEPTH OF 6 FEET.  SECTION 16,
 PM0218'T 28N, R 22E.
 PM0218
 PM0218                          STATION RECOVERY (2005)
 PM0218
 PM0218'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0218'MARK NOT FOUND. -ADD--THE CITY OF OCONTO BUILT A PARKING AREA FOR A
 PM0218'PARK AND BOAT LAUNCH IN THE AREA OF THIS MONUMENT. ALL VISIBLE TIES TO
 PM0218'THIS MARK HAVE BEEN DESTROYED OR REMOVED. IF THE MARK WAS NOT
 PM0218'DESTROYED DURING CONSTRUCTION OF THE PARKING AREA, IT MOST LIKELY
 PM0218'FALLS UNDER THE BLACKTOP OF THE PARKING AREA AND IS PROBABLY BURIED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH0955 ***********************************************************************
 NH0955  DESIGNATION -  CORNERS
 NH0955  PID         -  NH0955
 NH0955  STATE/COUNTY-  WI/MILWAUKEE
 NH0955  COUNTRY     -  US
 NH0955  USGS QUAD   -  HALES CORNERS (2018)
 NH0955
 NH0955                         *CURRENT SURVEY CONTROL
 NH0955  ______________________________________________________________________
 NH0955* NAD 83(1991) POSITION- 42 55 42.28721(N) 088 02 43.80021(W)   ADJUSTED
 NH0955* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 NH0955  ______________________________________________________________________
 NH0955  GEOID HEIGHT    -        -34.845 (meters)                     GEOID18
 NH0955  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 NH0955  HORZ ORDER      -  THIRD
 NH0955
 NH0955.The horizontal coordinates were established by classical geodetic methods
 NH0955.and adjusted by the National Geodetic Survey in November 1991.
 NH0955
 NH0955.The orthometric height was scaled from a topographic map.
 NH0955
 NH0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH0955.GEOID18 height accuracy estimate available here.
 NH0955
 NH0955.Click photographs - Photos may exist for this station.
 NH0955
 NH0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH0955
 NH0955. The following values were computed from the NAD 83(1991) position.
 NH0955
 NH0955;                    North         East     Units Scale Factor Converg.
 NH0955;SPC WI S     -   105,007.854   759,536.738   MT  0.99996639   +1 20 34.6
 NH0955;SPC WI S     -   344,513.27  2,491,913.45   sFT  0.99996639   +1 20 34.6
 NH0955;UTM  16      - 4,753,395.431   414,683.799   MT  0.99968954   -0 42 43.6
 NH0955
 NH0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0955!SPC WI S     -   0.99996706  x   0.99996639  =   0.99993345
 NH0955!UTM  16      -   0.99996706  x   0.99968954  =   0.99965661
 NH0955
 NH0955:                Primary Azimuth Mark                     Grid Az
 NH0955:SPC WI S     -  MILWAUKEE RADIO STA WCAN MAST 3          331 17 27.5
 NH0955:UTM  16      -  MILWAUKEE RADIO STA WCAN MAST 3          333 20 45.7
 NH0955
 NH0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1468353395(NAD 83)
 NH0955
 NH0955|---------------------------------------------------------------------|
 NH0955| PID    Reference Object                     Distance      Geod. Az  |
 NH0955|                                                           dddmmss.s |
 NH0955| CI8454 CORNERS RM 2                         25.380 METERS 00718     |
 NH0955| NH0961 WEST ALLIS ST MATTHIAS CATH CH      APPROX. 6.5 KM 0111759.8 |
 NH0955| CI8456 CORNERS RM 4                         22.930 METERS 26126     |
 NH0955| CI8453 CORNERS RM 1                         22.974 METERS 26127     |
 NH0955| CI8452 CORNERS AZ MK                                      3075656.9 |
 NH0955| NH0956 MILWAUKEE RAD STA WCAN MAST 1       APPROX. 2.4 KM 3271929.2 |
 NH0955| NH0954 MILWAUKEE RAD STA WCAN MAST 4       APPROX. 2.4 KM 3281327.8 |
 NH0955| NH0963 MILWAUKEE RAD STA WCAN MAST 5       APPROX. 2.3 KM 3284329.4 |
 NH0955| NH0953 MILWAUKEE RAD STA WCAN MAST 7       APPROX. 2.4 KM 3293325.0 |
 NH0955| NH0952 MILWAUKEE RAD STA WCAN MAST 6       APPROX. 2.3 KM 3300642.4 |
 NH0955| NH0948 MILWAUKEE RADIO STA WCAN MAST 2     APPROX. 2.4 KM 3315108.4 |
 NH0955| NH0949 MILWAUKEE RADIO STA WCAN MAST 3     APPROX. 2.5 KM 3323802.1 |
 NH0955|---------------------------------------------------------------------|
 NH0955
 NH0955                          SUPERSEDED SURVEY CONTROL
 NH0955
 NH0955  NAD 83(1986)-  42 55 42.27665(N)    088 02 43.81364(W) AD(       ) 3
 NH0955  NAD 27      -  42 55 42.22100(N)    088 02 43.50200(W) AD(       ) 3
 NH0955
 NH0955.Superseded values are not recommended for survey control.
 NH0955
 NH0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0955.See file dsdata.pdf to determine how the superseded data were derived.
 NH0955
 NH0955_MARKER: DS = TRIANGULATION STATION DISK
 NH0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0955_STAMPING: CORNERS 1953
 NH0955_MARK LOGO: CGS
 NH0955_PROJECTION: FLUSH
 NH0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0955+STABILITY: SURFACE MOTION
 NH0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0955+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2001
 NH0955
 NH0955  HISTORY     - Date     Condition        Report By
 NH0955  HISTORY     - 1953     MONUMENTED       CGS
 NH0955  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 NH0955  HISTORY     - 1969     GOOD             CGS
 NH0955  HISTORY     - 1976     GOOD             LOCENG
 NH0955  HISTORY     - 1977     GOOD             NGS
 NH0955  HISTORY     - 19960929 MARK NOT FOUND   USPSQD
 NH0955  HISTORY     - 20000226 MARK NOT FOUND   USPSQD
 NH0955  HISTORY     - 20010904 GOOD             USPSQD
 NH0955
 NH0955                          STATION DESCRIPTION
 NH0955
 NH0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0955'STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF HALES CORNERS ON
 NH0955'PROPERTY OWNED BY SCHOOLWAY TRANSPORTATION CO.  IT IS 40
 NH0955'FEET NORTH OF THE NORTHWEST CORNER OF THE WISCONSIN SKYWAYS
 NH0955'AIRPORT OFFICE, 14 FEET NORTHEAST OF A WHITE WITNESS POST AND
 NH0955'9 FEET WEST OF THE EAST EDGE OF A PARKING AREA.  THE MARK
 NH0955'IS FLUSH AND THE DISK IS STAMPED CORNERS 1953.
 NH0955'
 NH0955'REFERENCE MARK NO. 1 IS 60 FEET NORTHWEST OF THE NORTHWEST
 NH0955'CORNER OF AN AIRPORT HANGAR AND 15 FEET SOUTH OF THE CENTER
 NH0955'OF A DRIVEWAY.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 NH0955'STAMPED CORNERS NO 1 1953.
 NH0955'
 NH0955'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE EAST EDGE OF THE
 NH0955'PARKING AREA.  THE MARK IS FLUSH AND THE DISK IS STAMPED CORNERS
 NH0955'NO 2 1953.
 NH0955'
 NH0955'AZIMUTH MARK IS 35 FEET NORTHWEST OF THE INTERSECTION OF
 NH0955'U.S. HIGHWAY 45 AND CROSSROAD AND 3 FEET SOUTH OF A WHITE
 NH0955'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NH0955'STAMPED CORNERS 1953.
 NH0955'
 NH0955'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 NH0955'AND STATE HIGHWAY 24 IN HALES CORNERS, GO SOUTH ON U.S. HIGHWAY
 NH0955'45 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NH0955'CONTINUE SOUTH ON HIGHWAY 45 FOR 0.1 MILE TO A DRIVEWAY LEFT,
 NH0955'TURN LEFT AND GO EAST FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 NH0955'
 NH0955'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NH0955
 NH0955                          STATION RECOVERY (1963)
 NH0955
 NH0955'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (AS)
 NH0955'RECOVERED BY ENGRS SURV AND CALC SERV
 NH0955'
 NH0955'STATION AND REFERENCE MARKS WERE NOT FOUND.  THE CHARACTER
 NH0955'OF THE PARKING LOT MENTIONED IN THE DESCRIPTION HAS BEEN CHANGED
 NH0955'BY PAVING.  MR. PARADISE, PRES. OF THE BUS COMPANY SAID THE
 NH0955'MARKS ARE STILL IN PLACE UNDER THE PAVING, BUT HE WAS NOT
 NH0955'ABLE TO PINPOINT THEIR LOCATION.  SINCE ALL 3 MARKS ARE COVERED,
 NH0955'AN INVERSE WILL PROBABLY BE NEEDED TO LOCATE THEM.
 NH0955'
 NH0955'THE AZIMUTH MARK WAS FOUND BUT HAS BEEN UPROOTED AND IS NO
 NH0955'LONGER OF ANY VALUE.
 NH0955
 NH0955                          STATION RECOVERY (1969)
 NH0955
 NH0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NH0955'STATION LOCATED ABOUT 1/2 MILE SOUTH OF HALES CORNERS IN THE
 NH0955'SOUTHEAST CORNER OF THE PARKING LOT OF THE SCHOOLWAY
 NH0955'TRANSPORTATION CO., 28 FEET NORTH OF THE CENTERLINE OF GRADED
 NH0955'AIRPORT DRIVE, 12 FEET NORTH OF A METAL WITNESS POST, 63
 NH0955'FEET NORTHWEST OF THE NORTHEAST CORNER OF AIRPORT BUILDING,
 NH0955'63 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING,
 NH0955'69 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF PARKING LOT DIVIDER
 NH0955'STRIP.  THE MONUMENT IS ABOUT 3 INCHES UNDER THE OILED SURFACE
 NH0955'OF THE PARKING LOT.  THE DISK IS STAMPED CORNERS 1953.
 NH0955'
 NH0955'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 STATE
 NH0955'HIGHWAY 100 AND STATE HIGHWAY 24 IN HALES CORNERS, GO SOUTH
 NH0955'ON HIGHWAY 45 AND 100 FOR 0.6 MILES TO A DRIVEWAY EAST.  TURN
 NH0955'LEFT AND GO EAST ON THE DRIVEWAY TO THE SCHOOLWAY TRANSPORTATION
 NH0955'CO. PARKING LOT FOR 0.15 MILE TO THE SOUTHEAST EDGE OF THE LOT
 NH0955'AND THE STATION.
 NH0955'
 NH0955'REFERENCE MARK 2 IS 95 FEET NORTH OF THE METAL WITNESS POST,
 NH0955'62 FEET EAST OF THE EAST EDGE OF THE PARKING LOT DIVIDER STRIP,
 NH0955'1 FOOT WEST OF THE EAST EDGE OF THE PAVEMENT.  THE MONUMENT
 NH0955'IS 2 INCHES UNDER THE PAVEMENT AND THE DISK IS STAMPED CORNERS
 NH0955'NO 2 1953.
 NH0955'
 NH0955'REFERENCE MARK 3 IS 1 FOOT EAST OF THE WITNESS POST, 65 FEET
 NH0955'NORTHEAST OF THE NORTHEAST CORNER OF A METAL HANGER, 52 FEET
 NH0955'NORTHWEST OF THE NORTHEAST CORNER OF THE AIRPORT BUILDING,
 NH0955'78 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE DIVIDER STRIP.
 NH0955'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED CORNERS
 NH0955'1953 NO 3 1969.
 NH0955'
 NH0955'REFERENCE MARK 4 IS 75 FEET WEST OF THE WITNESS POST, 57
 NH0955'FEET SOUTH OF THE SOUTHWEST CORNER OF THE DIVIDER STRIP,
 NH0955'95 FEET SOUTHWEST OF A LIGHT POLE, 54 FEET EAST OF A SHORT
 NH0955'POWER POLE AND 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NH0955'HANGER.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 NH0955'CORNERS 1953 NO 4 1969.
 NH0955'
 NH0955'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 NH0955'CONDITION BUT IN A PAVED PARKING LOT.  REFERENCE MARK 1 FOUND
 NH0955'WITH THE DISK SHEARED OFF.  THE AZIMUTH MARK FOUND UPROOTED
 NH0955'AND THE DISK WAS SALVAGED.  SINCE REFERENCE MARK 2 IS BURIED
 NH0955'IN THE LOT REFERENCE MARKS 3 AND 4 WERE SET.  THERE WERE NO
 NH0955'OBJECTS VISIBLE TO SET A NEW AZIMUTH MARK FROM.  THE DISTANCE
 NH0955'TO REFERENCE MARK 2 CHECKED.
 NH0955'
 NH0955'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH0955'
 NH0955'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 NH0955'SOUTH OF HALES CORNERS
 NH0955
 NH0955                          STATION RECOVERY (1976)
 NH0955
 NH0955'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (RAZ)
 NH0955'CORNERS 1953 RECOVERED GOOD.
 NH0955'
 NH0955'CORNERS NO. 3 1953 RECOVERED GOOD.
 NH0955'
 NH0955'CORNERS RM NO. 4 WAS FOUND BUT MON HAS BEEN TOPPED AND ONLY BRASS
 NH0955'STUD REMAINS.  RM NO. 2 WAS NOT SEARCHED FOR AS IT IS BURIED UNDER
 NH0955'ASPHALT PAVEMENT.
 NH0955'
 NH0955'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED ABOUT 1/2 MILE
 NH0955'SOUTH OF HALES CORNERS.
 NH0955
 NH0955                          STATION RECOVERY (1977)
 NH0955
 NH0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NH0955'STATION MARK AND REFERENCE MARK 3 FOUND IN GOOD CONDITION.  REFERENCE
 NH0955'MARK 4 WAS NOT FOUND AND ASSUMED COVERED BY BLACK TOP WHEN THE
 NH0955'PARKING AREA WAS COMPLETELY RESURFACE.  THE DISTANCE TO REFERENCE
 NH0955'MARK 3 CHECKED.  REFERENCE MARK 5 WAS ESTABLISHED.  THERE WAS
 NH0955'NO VISIBLE OBJECT TO ESTABLISH A NEW AZIMUTH MARK FROM.  THE
 NH0955'STATION IS NOW UNDER THE PAVEMENT ABOUT 5 INCHES.
 NH0955'
 NH0955'THE 1969 DESCRIPTION AND TOO REACH ARE ADEQUATE WITH THE ADDITION OF
 NH0955'REFERENCE MARK 5.  IT IS 64 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 NH0955'THE DIVIDER STRIP, 58 FEET NORTH OF THE NORTHEAST CORNER OF THE
 NH0955'METAL BUILDING, 32 FEET NORTH OF THE NORTHWEST CORNER OF THE
 NH0955'AIRPORT BUILDING AND 14 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 NH0955'DRIVEWAY.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 NH0955'STAMPED CORNER 1953 NO 5 1977.
 NH0955'
 NH0955'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF
 NH0955'HALES CORNERS.
 NH0955'
 NH0955'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH0955
 NH0955                          STATION RECOVERY (1996)
 NH0955
 NH0955'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0955'MARK NOT FOUND.
 NH0955
 NH0955                          STATION RECOVERY (2000)
 NH0955
 NH0955'RECOVERY NOTE BY US POWER SQUADRON 2000
 NH0955'MARK NOT FOUND.
 NH0955
 NH0955                          STATION RECOVERY (2001)
 NH0955
 NH0955'RECOVERY NOTE BY US POWER SQUADRON 2001
 NH0955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0478 ***********************************************************************
 QN0478  DESIGNATION -  CORNING
 QN0478  PID         -  QN0478
 QN0478  STATE/COUNTY-  WI/LINCOLN
 QN0478  COUNTRY     -  US
 QN0478  USGS QUAD   -  GOODRICH (2018)
 QN0478
 QN0478                         *CURRENT SURVEY CONTROL
 QN0478  ______________________________________________________________________
 QN0478* NAD 83(1991) POSITION- 45 14 05.21809(N) 090 00 15.13068(W)   ADJUSTED
 QN0478* NAVD 88 ORTHO HEIGHT -   450.    (meters)     1476.    (feet) SCALED
 QN0478  ______________________________________________________________________
 QN0478  GEOID HEIGHT    -        -32.209 (meters)                     GEOID18
 QN0478  LAPLACE CORR    -         -8.46  (seconds)                    DEFLEC18
 QN0478  HORZ ORDER      -  FIRST
 QN0478
 QN0478.The horizontal coordinates were established by classical geodetic methods
 QN0478.and adjusted by the National Geodetic Survey in November 1991.
 QN0478
 QN0478.The orthometric height was scaled from a topographic map.
 QN0478
 QN0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0478.GEOID18 height accuracy estimate available here.
 QN0478
 QN0478.Click photographs - Photos may exist for this station.
 QN0478
 QN0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0478
 QN0478. The following values were computed from the NAD 83(1991) position.
 QN0478
 QN0478;                    North         East     Units Scale Factor Converg.
 QN0478;SPC WI C     -   155,730.194   599,669.979   MT  0.99996027   -0 00 10.7
 QN0478;SPC WI C     -   510,924.81  1,967,417.26   sFT  0.99996027   -0 00 10.7
 QN0478;UTM  15      - 5,013,399.058   735,147.608   MT  1.00027993   +2 07 40.7
 QN0478;UTM  16      - 5,013,423.609   264,192.594   MT  1.00028375   -2 08 02.3
 QN0478
 QN0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0478!SPC WI C     -   0.99993450  x   0.99996027  =   0.99989477
 QN0478!UTM  15      -   0.99993450  x   1.00027993  =   1.00021441
 QN0478!UTM  16      -   0.99993450  x   1.00028375  =   1.00021823
 QN0478
 QN0478:                Primary Azimuth Mark                     Grid Az
 QN0478:SPC WI C     -  CORNING AZ MK                            181 19 32.9
 QN0478:UTM  15      -  CORNING AZ MK                            179 11 41.5
 QN0478:UTM  16      -  CORNING AZ MK                            183 27 24.5
 QN0478
 QN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3514713399(NAD 83)
 QN0478
 QN0478|---------------------------------------------------------------------|
 QN0478| PID    Reference Object                     Distance      Geod. Az  |
 QN0478|                                                           dddmmss.s |
 QN0478| QM0719 ROCK FALLS LOOKOUT TOWER            APPROX.25.4 KM 0632928.5 |
 QN0478| CJ4453 CORNING AZ MK                                      1811922.2 |
 QN0478| CJ4454 CORNING RM 1                         34.787 METERS 23311     |
 QN0478| QN0484 RIB RIVER LOOKOUT TOWER             APPROX.13.0 KM 2733009.2 |
 QN0478| CJ4455 CORNING RM 2                         31.303 METERS 29820     |
 QN0478|---------------------------------------------------------------------|
 QN0478
 QN0478                          SUPERSEDED SURVEY CONTROL
 QN0478
 QN0478  NAD 83(1986)-  45 14 05.21544(N)    090 00 15.13294(W) AD(       ) 1
 QN0478  NAD 27      -  45 14 05.33800(N)    090 00 14.64000(W) AD(       ) 1
 QN0478
 QN0478.Superseded values are not recommended for survey control.
 QN0478
 QN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0478.See file dsdata.pdf to determine how the superseded data were derived.
 QN0478
 QN0478_MARKER: DS = TRIANGULATION STATION DISK
 QN0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0478_STAMPING: CORNING 1952
 QN0478_MARK LOGO: CGS
 QN0478_PROJECTION: PROJECTING 10 CENTIMETERS
 QN0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0478+STABILITY: SURFACE MOTION
 QN0478
 QN0478  HISTORY     - Date     Condition        Report By
 QN0478  HISTORY     - 1952     MONUMENTED       CGS
 QN0478  HISTORY     - 20240920 GOOD             INDIV
 QN0478
 QN0478                          STATION DESCRIPTION
 QN0478
 QN0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0478'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHEAST OF RIB LAKE,
 QN0478'13-1/2 MILES NORTH NORTH-EAST OF ATHENS ON THE EAST SIDE OF
 QN0478'A DIRT ROAD ON A TIMBERED RIDGE AND AT THE POINT WHERE THE OLD
 QN0478'CORNING LOOKOUT TOWER ONCE STOOD.  IT IS 71 FEET EAST OF
 QN0478'CENTERLINE OF A TRACK ROAD AND 4 FEET WEST OF A WITNESS POST.
 QN0478'THE MARK PROJECTS 4 INCHES AND IS STAMPED CORNING 1952.
 QN0478'
 QN0478'REFERENCE MARK NO. 1 IS 19 FEET WEST OF CENTERLINE OF A TRACK
 QN0478'ROAD.  THE MARK PROJECTS 5 INCHES AND IS STAMPED CORNING NO
 QN0478'1 1952.
 QN0478'
 QN0478'REFERENCE MARK NO. 2 IS 19 FEET WEST OF CENTERLINE OF A TRACK
 QN0478'ROAD.  THE MARK PROJECTS 5 INCHES AND IS STAMPED CORNING NO
 QN0478'2 1952.
 QN0478'
 QN0478'AZIMUTH MARK IS 23 FEET WEST OF CENTERLINE OF A TRACK ROAD
 QN0478'AND 3 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6
 QN0478'INCHES AND IS STAMPED CORNING 1952.
 QN0478'
 QN0478'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51
 QN0478'AND STATE ROUTE 64 IN MERRILL, GO WEST ON STATE ROUTE 64 FOR
 QN0478'8 MILES TO JUNCTION WITH COUNTY HIGHWAY M.  CONTINUE STRAIGHT
 QN0478'AHEAD ON HIGHWAY M FOR 2.4 MILES TO CROSSROADS, TURN RIGHT ON
 QN0478'HIGHWAY M AND GO 5 MILES TO A T-INTERSECTION.  GO RIGHT, NORTH,
 QN0478'ON HIGHWAY M FOR 4.9 MILES TO A CROSSROADS.  TURN RIGHT AND
 QN0478'FOLLOW TRACK ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON LEFT.
 QN0478'CONTINUE AHEAD TO TOP OF GRADE AND A SMALL CLEARING WITH 4
 QN0478'CONCRETE LEG BASES OF A FORMER LOOKOUT TOWER ON THE RIGHT AND
 QN0478'THE STATION SITE AS DESCRIBED.
 QN0478'
 QN0478'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QN0478
 QN0478                          STATION RECOVERY (2024)
 QN0478
 QN0478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (SD)
 QN0478'STATION MARK FOUND - GOOD CONDITION.  REFERENCE MARK NO 2 FOUND -
 QN0478'DETERIORATING.  REFERENCE MARK NO 1 - NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4766 ***********************************************************************
 DJ4766  DESIGNATION -  CORNING E GPS
 DJ4766  PID         -  DJ4766
 DJ4766  STATE/COUNTY-  WI/LINCOLN
 DJ4766  COUNTRY     -  US
 DJ4766  USGS QUAD   -  ALEXANDER LAKE (2018)
 DJ4766
 DJ4766                         *CURRENT SURVEY CONTROL
 DJ4766  ______________________________________________________________________
 DJ4766* NAD 83(2011) POSITION- 45 10 41.96090(N) 089 50 15.71680(W)   ADJUSTED
 DJ4766* NAD 83(2011) ELLIP HT-   395.904 (meters)        (06/27/12)   ADJUSTED
 DJ4766* NAD 83(2011) EPOCH   -  2010.00
 DJ4766* NAVD 88 ORTHO HEIGHT -   428.925 (meters)     1407.23  (feet) ADJUSTED
 DJ4766  ______________________________________________________________________
 DJ4766  GEOID HEIGHT    -        -33.020 (meters)                     GEOID18
 DJ4766  NAD 83(2011) X  -     12,757.928 (meters)                     COMP
 DJ4766  NAD 83(2011) Y  - -4,503,816.937 (meters)                     COMP
 DJ4766  NAD 83(2011) Z  -  4,501,620.558 (meters)                     COMP
 DJ4766  LAPLACE CORR    -         -6.83  (seconds)                    DEFLEC18
 DJ4766  DYNAMIC HEIGHT  -        428.878 (meters)     1407.08  (feet) COMP
 DJ4766  MODELED GRAVITY -    980,494.3   (mgal)                       NAVD 88
 DJ4766
 DJ4766  VERT ORDER      -  SECOND    CLASS I
 DJ4766
 DJ4766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4766  Standards:
 DJ4766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4766  -------------------------------------------------------------------
 DJ4766  NETWORK    0.33   0.31           0.15   0.11   0.16      0.09008748
 DJ4766  -------------------------------------------------------------------
 DJ4766  Click here for local accuracies and other accuracy information.
 DJ4766
 DJ4766.The horizontal coordinates were established by GPS observations
 DJ4766.and adjusted by the National Geodetic Survey in June 2012.
 DJ4766
 DJ4766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4766.been affixed to the stable North American tectonic plate. See 
 DJ4766.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4766
 DJ4766.The horizontal coordinates are valid at the epoch date displayed above
 DJ4766.which is a decimal equivalence of Year/Month/Day.
 DJ4766
 DJ4766.The orthometric height was determined by differential leveling and
 DJ4766.adjusted by the WI DEPT OF TRANSP
 DJ4766.in May 2012.
 DJ4766
 DJ4766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4766.GEOID18 height accuracy estimate available here.
 DJ4766
 DJ4766.Click photographs - Photos may exist for this station.
 DJ4766
 DJ4766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4766
 DJ4766.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4766
 DJ4766.The ellipsoidal height was determined by GPS observations
 DJ4766.and is referenced to NAD 83.
 DJ4766
 DJ4766.The dynamic height is computed by dividing the NAVD 88
 DJ4766.geopotential number by the normal gravity value computed on the
 DJ4766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4766.degrees latitude (g = 980.6199 gals.).
 DJ4766
 DJ4766.The modeled gravity was interpolated from observed gravity values.
 DJ4766
 DJ4766. The following values were computed from the NAD 83(2011) position.
 DJ4766
 DJ4766;                    North         East     Units Scale Factor Converg.
 DJ4766;SPC WI C     -   149,468.436   612,756.567   MT  0.99995459   +0 06 52.3
 DJ4766;SPC WI C     -   490,381.03  2,010,352.17   sFT  0.99995459   +0 06 52.3
 DJ4766;UTM  16      - 5,006,677.937   277,041.187   MT  1.00021127   -2 00 49.0
 DJ4766
 DJ4766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4766!SPC WI C     -   0.99993793  x   0.99995459  =   0.99989253
 DJ4766!UTM  16      -   0.99993793  x   1.00021127  =   1.00014919
 DJ4766
 DJ4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7704106677(NAD 83)
 DJ4766
 DJ4766                          SUPERSEDED SURVEY CONTROL
 DJ4766
 DJ4766  NAD 83(2007)-  45 10 41.96111(N)    089 50 15.71756(W) AD(2002.00) 1
 DJ4766  ELLIP H (07/29/08)  395.937  (m)                       GP(2002.00) 3 1
 DJ4766  NAVD 88             428.91   (m)         1407.2    (f) LEVELING    3  
 DJ4766  NAVD 88 (07/08/08)  428.909  (m)         1407.18   (f) SUPERSEDED  2 1
 DJ4766
 DJ4766.Superseded values are not recommended for survey control.
 DJ4766
 DJ4766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4766.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4766
 DJ4766_MARKER: DD = SURVEY DISK
 DJ4766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4766_STAMPING: CORNING E GPS 1995
 DJ4766_MARK LOGO: WI-069
 DJ4766_PROJECTION: FLUSH
 DJ4766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4766+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DJ4766
 DJ4766  HISTORY     - Date     Condition        Report By
 DJ4766  HISTORY     - 1995     MONUMENTED       WI-069
 DJ4766  HISTORY     - 20061218 GOOD             WIDT
 DJ4766  HISTORY     - 20110705 GOOD             WIDT
 DJ4766  HISTORY     - 20140101 GOOD             WIDT
 DJ4766
 DJ4766                          STATION DESCRIPTION
 DJ4766
 DJ4766'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4766'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND STATE
 DJ4766'HIGHWAY 107 WITH COUNTY HIGHWAY M NORTH ABOUT 7 MI (11.3 KM) WEST OF
 DJ4766'THE CITY OF MERRILL, GO NORTH ON COUNTY HIGHWAY M FOR 0.15 MI (0.2 KM)
 DJ4766'TO THE JUNCTION OF COUNTY HIGHWAY M WEST ON THE LEFT, COUNTY HIGHWAY M
 DJ4766'NORTH STRAIGHT AHEAD, AND THE STATION ON THE RIGHT.  THE STATION IS A
 DJ4766'BRONZE LINCOLN COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF
 DJ4766'A 40-CM (16 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4766'RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DJ4766'8.2 M (26.9 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY M NORTH, 23.3
 DJ4766'M (76.4 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY M WEST, 5.8 M
 DJ4766'(19.0 FT) NORTH OF A WOOD POST FOR A --STOP-- SIGN, 1.0 M (3.3 FT)
 DJ4766'EAST OF AN ORANGE FIBERGLASS WITNESS POST, AND 1.0 M (3.3 FT) NORTH
 DJ4766'AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4766'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4766'ABOVE THE HORIZON.
 DJ4766
 DJ4766                          STATION RECOVERY (2011)
 DJ4766
 DJ4766'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4766'RECOVERED IN GOOD CONDITION.
 DJ4766
 DJ4766                          STATION RECOVERY (2014)
 DJ4766
 DJ4766'RECOVERY NOTE BY WI DEPT OF TRANSP 2014 (EPS)
 DJ4766'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4742 ***********************************************************************
 DJ4742  DESIGNATION -  CORNING S GPS
 DJ4742  PID         -  DJ4742
 DJ4742  STATE/COUNTY-  WI/LINCOLN
 DJ4742  COUNTRY     -  US
 DJ4742  USGS QUAD   -  FROMM LOOKOUT TOWER (2018)
 DJ4742
 DJ4742                         *CURRENT SURVEY CONTROL
 DJ4742  ______________________________________________________________________
 DJ4742* NAD 83(2011) POSITION- 45 09 01.51999(N) 089 59 39.69166(W)   ADJUSTED
 DJ4742* NAD 83(2011) ELLIP HT-   407.888 (meters)        (06/27/12)   ADJUSTED
 DJ4742* NAD 83(2011) EPOCH   -  2010.00
 DJ4742* NAVD 88 ORTHO HEIGHT -   440.579 (meters)     1445.47  (feet) ADJUSTED
 DJ4742  ______________________________________________________________________
 DJ4742  GEOID HEIGHT    -        -32.683 (meters)                     GEOID18
 DJ4742  NAD 83(2011) X  -        443.654 (meters)                     COMP
 DJ4742  NAD 83(2011) Y  - -4,506,042.376 (meters)                     COMP
 DJ4742  NAD 83(2011) Z  -  4,499,442.695 (meters)                     COMP
 DJ4742  LAPLACE CORR    -         -8.39  (seconds)                    DEFLEC18
 DJ4742  DYNAMIC HEIGHT  -        440.532 (meters)     1445.31  (feet) COMP
 DJ4742  MODELED GRAVITY -    980,496.3   (mgal)                       NAVD 88
 DJ4742
 DJ4742  VERT ORDER      -  SECOND    CLASS I
 DJ4742
 DJ4742  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4742  Standards:
 DJ4742         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4742            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4742  -------------------------------------------------------------------
 DJ4742  NETWORK    0.40   0.37           0.18   0.14   0.19      0.01977754
 DJ4742  -------------------------------------------------------------------
 DJ4742  Click here for local accuracies and other accuracy information.
 DJ4742
 DJ4742.The horizontal coordinates were established by GPS observations
 DJ4742.and adjusted by the National Geodetic Survey in June 2012.
 DJ4742
 DJ4742.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4742.been affixed to the stable North American tectonic plate. See 
 DJ4742.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4742
 DJ4742.The horizontal coordinates are valid at the epoch date displayed above
 DJ4742.which is a decimal equivalence of Year/Month/Day.
 DJ4742
 DJ4742.The orthometric height was determined by differential leveling and
 DJ4742.adjusted by the WI DEPT OF TRANSP
 DJ4742.in May 2012.
 DJ4742
 DJ4742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4742.GEOID18 height accuracy estimate available here.
 DJ4742
 DJ4742.Click photographs - Photos may exist for this station.
 DJ4742
 DJ4742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4742
 DJ4742.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4742
 DJ4742.The ellipsoidal height was determined by GPS observations
 DJ4742.and is referenced to NAD 83.
 DJ4742
 DJ4742.The dynamic height is computed by dividing the NAVD 88
 DJ4742.geopotential number by the normal gravity value computed on the
 DJ4742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4742.degrees latitude (g = 980.6199 gals.).
 DJ4742
 DJ4742.The modeled gravity was interpolated from observed gravity values.
 DJ4742
 DJ4742. The following values were computed from the NAD 83(2011) position.
 DJ4742
 DJ4742;                    North         East     Units Scale Factor Converg.
 DJ4742;SPC WI C     -   146,355.154   600,443.605   MT  0.99995214   +0 00 14.3
 DJ4742;SPC WI C     -   480,166.87  1,969,955.39   sFT  0.99995214   +0 00 14.3
 DJ4742;UTM  16      - 5,004,023.229   264,617.479   MT  1.00028130   -2 07 25.9
 DJ4742;UTM  15      - 5,004,056.182   736,269.413   MT  1.00028645   +2 07 54.7
 DJ4742
 DJ4742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4742!SPC WI C     -   0.99993605  x   0.99995214  =   0.99988820
 DJ4742!UTM  16      -   0.99993605  x   1.00028130  =   1.00021734
 DJ4742!UTM  15      -   0.99993605  x   1.00028645  =   1.00022249
 DJ4742
 DJ4742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR6461704023(NAD 83)
 DJ4742
 DJ4742                          SUPERSEDED SURVEY CONTROL
 DJ4742
 DJ4742  NAD 83(2007)-  45 09 01.52017(N)    089 59 39.69237(W) AD(2002.00) 1
 DJ4742  ELLIP H (07/29/08)  407.919  (m)                       GP(2002.00) 3 1
 DJ4742  NAVD 88             440.58   (m)         1445.5    (f) LEVELING    3  
 DJ4742  NAVD 88             440.57   (m)         1445.4    (f) LEVELING    3  
 DJ4742  NAVD 88 (07/08/08)  440.565  (m)         1445.42   (f) SUPERSEDED  2 1
 DJ4742
 DJ4742.Superseded values are not recommended for survey control.
 DJ4742
 DJ4742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4742.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4742
 DJ4742_MARKER: DD = SURVEY DISK
 DJ4742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4742_STAMPING: CORNING S GPS 2005
 DJ4742_MARK LOGO: WIDT
 DJ4742_PROJECTION: FLUSH
 DJ4742_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4742+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 DJ4742
 DJ4742  HISTORY     - Date     Condition        Report By
 DJ4742  HISTORY     - 2004     MONUMENTED       WIDT
 DJ4742  HISTORY     - 20061218 GOOD             WIDT
 DJ4742  HISTORY     - 20090819 GOOD             WIDT
 DJ4742  HISTORY     - 20110707 GOOD             WIDT
 DJ4742
 DJ4742                          STATION DESCRIPTION
 DJ4742
 DJ4742'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4742'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH STATE
 DJ4742'HIGHWAY 97 ABOUT 11 MI (17.7 KM) EAST OF THE CITY OF MEDFORD, GO EAST
 DJ4742'ON STATE HIGHWAY 64 FOR 5.3 MI (8.5 KM) TO GREINER ROAD ON THE RIGHT,
 DJ4742'CONTINUE EASTERLY ON STATE HIGHWAY 64 FOR 0.3 MI (0.5 KM) TO THE
 DJ4742'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DJ4742'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DJ4742'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DJ4742'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DJ4742'IS 12.3 M (40.4 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 64, 35.6
 DJ4742'M (116.8 FT) EAST OF A TELEPHONE PEDESTAL --8809--, 35 M (114.8 FT)
 DJ4742'WEST OF A PRIVATE ENTRANCE --W11157--, AND 1.0 M (3.3 FT) NORTH OF A
 DJ4742'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4742'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4742
 DJ4742                          STATION RECOVERY (2009)
 DJ4742
 DJ4742'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 DJ4742'RECOVERED AS DESCRIBED.
 DJ4742
 DJ4742                          STATION RECOVERY (2011)
 DJ4742
 DJ4742'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4764 ***********************************************************************
 DJ4764  DESIGNATION -  CORNING SW GPS
 DJ4764  PID         -  DJ4764
 DJ4764  STATE/COUNTY-  WI/LINCOLN
 DJ4764  COUNTRY     -  US
 DJ4764  USGS QUAD   -  FROMM LOOKOUT TOWER (2018)
 DJ4764
 DJ4764                         *CURRENT SURVEY CONTROL
 DJ4764  ______________________________________________________________________
 DJ4764* NAD 83(2011) POSITION- 45 08 19.84896(N) 089 55 13.08320(W)   ADJUSTED
 DJ4764* NAD 83(2011) ELLIP HT-   405.229 (meters)        (06/27/12)   ADJUSTED
 DJ4764* NAD 83(2011) EPOCH   -  2010.00
 DJ4764* NAVD 88 ORTHO HEIGHT -   438.194 (meters)     1437.64  (feet) ADJUSTED
 DJ4764  ______________________________________________________________________
 DJ4764  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 DJ4764  NAD 83(2011) X  -      6,269.223 (meters)                     COMP
 DJ4764  NAD 83(2011) Y  - -4,506,948.146 (meters)                     COMP
 DJ4764  NAD 83(2011) Z  -  4,498,533.419 (meters)                     COMP
 DJ4764  LAPLACE CORR    -         -8.06  (seconds)                    DEFLEC18
 DJ4764  DYNAMIC HEIGHT  -        438.144 (meters)     1437.48  (feet) COMP
 DJ4764  MODELED GRAVITY -    980,489.9   (mgal)                       NAVD 88
 DJ4764
 DJ4764  VERT ORDER      -  SECOND    CLASS I
 DJ4764
 DJ4764  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4764  Standards:
 DJ4764         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4764            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4764  -------------------------------------------------------------------
 DJ4764  NETWORK    0.30   0.35           0.13   0.11   0.18      0.03314708
 DJ4764  -------------------------------------------------------------------
 DJ4764  Click here for local accuracies and other accuracy information.
 DJ4764
 DJ4764.The horizontal coordinates were established by GPS observations
 DJ4764.and adjusted by the National Geodetic Survey in June 2012.
 DJ4764
 DJ4764.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4764.been affixed to the stable North American tectonic plate. See 
 DJ4764.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4764
 DJ4764.The horizontal coordinates are valid at the epoch date displayed above
 DJ4764.which is a decimal equivalence of Year/Month/Day.
 DJ4764
 DJ4764.The orthometric height was determined by differential leveling and
 DJ4764.adjusted by the WI DEPT OF TRANSP
 DJ4764.in May 2012.
 DJ4764
 DJ4764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4764.GEOID18 height accuracy estimate available here.
 DJ4764
 DJ4764.Click photographs - Photos may exist for this station.
 DJ4764
 DJ4764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4764
 DJ4764.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4764
 DJ4764.The ellipsoidal height was determined by GPS observations
 DJ4764.and is referenced to NAD 83.
 DJ4764
 DJ4764.The dynamic height is computed by dividing the NAVD 88
 DJ4764.geopotential number by the normal gravity value computed on the
 DJ4764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4764.degrees latitude (g = 980.6199 gals.).
 DJ4764
 DJ4764.The modeled gravity was interpolated from observed gravity values.
 DJ4764
 DJ4764. The following values were computed from the NAD 83(2011) position.
 DJ4764
 DJ4764;                    North         East     Units Scale Factor Converg.
 DJ4764;SPC WI C     -   145,071.862   606,268.520   MT  0.99995120   +0 03 22.4
 DJ4764;SPC WI C     -   475,956.60  1,989,065.97   sFT  0.99995120   +0 03 22.4
 DJ4764;UTM  16      - 5,002,524.116   270,392.548   MT  1.00024828   -2 04 15.1
 DJ4764;UTM  15      - 5,002,989.673   742,140.025   MT  1.00032099   +2 11 02.4
 DJ4764
 DJ4764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4764!SPC WI C     -   0.99993647  x   0.99995120  =   0.99988767
 DJ4764!UTM  16      -   0.99993647  x   1.00024828  =   1.00018473
 DJ4764!UTM  15      -   0.99993647  x   1.00032099  =   1.00025744
 DJ4764
 DJ4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7039202524(NAD 83)
 DJ4764
 DJ4764                          SUPERSEDED SURVEY CONTROL
 DJ4764
 DJ4764  NAD 83(2007)-  45 08 19.84911(N)    089 55 13.08398(W) AD(2002.00) B
 DJ4764  ELLIP H (07/29/08)  405.265  (m)                       GP(2002.00) 4 1
 DJ4764  NAVD 88             438.19   (m)         1437.6    (f) LEVELING    3  
 DJ4764  NAVD 88             438.18   (m)         1437.6    (f) LEVELING    3  
 DJ4764  NAVD 88 (07/08/08)  438.179  (m)         1437.59   (f) SUPERSEDED  2 1
 DJ4764
 DJ4764.Superseded values are not recommended for survey control.
 DJ4764
 DJ4764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4764.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4764
 DJ4764_MARKER: DD = SURVEY DISK
 DJ4764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4764_STAMPING: CORNING SW GPS 1995
 DJ4764_MARK LOGO: WI-069
 DJ4764_PROJECTION: FLUSH
 DJ4764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4764+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2013
 DJ4764
 DJ4764  HISTORY     - Date     Condition        Report By
 DJ4764  HISTORY     - 1995     MONUMENTED       WI-069
 DJ4764  HISTORY     - 20061218 GOOD             WIDT
 DJ4764  HISTORY     - 20090429 GOOD             WIDT
 DJ4764  HISTORY     - 20110706 GOOD             WIDT
 DJ4764  HISTORY     - 20130901 GOOD             WIDT
 DJ4764
 DJ4764                          STATION DESCRIPTION
 DJ4764
 DJ4764'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4764'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND STATE
 DJ4764'HIGHWAY 107 NORTH WITH STATE HIGHWAY 107 TO THE SOUTH AND COUNTY
 DJ4764'HIGHWAY Z TO THE EAST ABOUT 8 MI (12.9 KM) WEST-SOUTHWEST OF THE CITY
 DJ4764'OF MERRILL, GO WEST ON STATE HIGHWAY 64 FOR 4.0 MI (6.4 KM) TO MINK
 DJ4764'ROAD, TURN LEFT AND GO SOUTH ON MINK ROAD FOR 0.65 MI (1.0 KM) TO THE
 DJ4764'STATION ON THE RIGHT.  THE STATION IS A BRONZE LINCOLN COUNTY GEODETIC
 DJ4764'CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER
 DJ4764'CONCRETE POST, LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE
 DJ4764'ROAD PAVEMENT.  THE STATION IS 6.4 M (21.0 FT) WEST OF THE CENTER OF
 DJ4764'MINK ROAD, 9.5 M (31.2 FT) SOUTHEAST OF A WOOD FENCE POST, 1.1 M (3.6
 DJ4764'FT) EAST OF AN ORANGE FIBERGLASS WITNESS POST, AND 1.0 M (3.3 FT)
 DJ4764'NORTH AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DJ4764'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4764'ABOVE THE HORIZON.
 DJ4764
 DJ4764                          STATION RECOVERY (2009)
 DJ4764
 DJ4764'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 DJ4764'RECOVERED AS DESCRIBED.
 DJ4764
 DJ4764                          STATION RECOVERY (2011)
 DJ4764
 DJ4764'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4764'RECOVERED IN GOOD CONDITION.
 DJ4764
 DJ4764                          STATION RECOVERY (2013)
 DJ4764
 DJ4764'RECOVERY NOTE BY WI DEPT OF TRANSP 2013 (EPS)
 DJ4764'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4765 ***********************************************************************
 DJ4765  DESIGNATION -  CORNING SW GPS AZ MK
 DJ4765  PID         -  DJ4765
 DJ4765  STATE/COUNTY-  WI/LINCOLN
 DJ4765  COUNTRY     -  US
 DJ4765  USGS QUAD   -  FROMM LOOKOUT TOWER (2018)
 DJ4765
 DJ4765                         *CURRENT SURVEY CONTROL
 DJ4765  ______________________________________________________________________
 DJ4765* NAD 83(1986) POSITION- 45 08 04.27   (N) 089 55 06.49   (W)   HD_HELD1
 DJ4765* NAVD 88 ORTHO HEIGHT -   440.958 (meters)     1446.71  (feet) ADJUSTED
 DJ4765  ______________________________________________________________________
 DJ4765  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 DJ4765  DYNAMIC HEIGHT  -        440.908 (meters)     1446.55  (feet) COMP
 DJ4765  MODELED GRAVITY -    980,489.0   (mgal)                       NAVD 88
 DJ4765
 DJ4765  VERT ORDER      -  SECOND    CLASS I
 DJ4765
 DJ4765.The horizontal coordinates were determined by differentially corrected
 DJ4765.hand held GPS observations or other comparable positioning techniques
 DJ4765.and have an estimated accuracy of +/- 3 meters.
 DJ4765
 DJ4765.The orthometric height was determined by differential leveling and
 DJ4765.adjusted by the WI DEPT OF TRANSP
 DJ4765.in May 2012.
 DJ4765
 DJ4765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4765.GEOID18 height accuracy estimate available here.
 DJ4765
 DJ4765.Click photographs - Photos may exist for this station.
 DJ4765
 DJ4765.The dynamic height is computed by dividing the NAVD 88
 DJ4765.geopotential number by the normal gravity value computed on the
 DJ4765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4765.degrees latitude (g = 980.6199 gals.).
 DJ4765
 DJ4765.The modeled gravity was interpolated from observed gravity values.
 DJ4765
 DJ4765;                    North         East    Units  Estimated Accuracy
 DJ4765;SPC WI C     -   144,591.1     606,413.1     MT  (+/- 3 meters HH1 GPS) 
 DJ4765
 DJ4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7051902038(NAD 83)
 DJ4765
 DJ4765                          SUPERSEDED SURVEY CONTROL
 DJ4765
 DJ4765  NAVD 88 (07/08/08)  440.943  (m)         1446.66   (f) SUPERSEDED  2 1
 DJ4765
 DJ4765.Superseded values are not recommended for survey control.
 DJ4765
 DJ4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4765.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4765
 DJ4765_MARKER: DZ = AZIMUTH MARK DISK
 DJ4765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ4765_STAMPING: CORNING SW GPS 1995
 DJ4765_MARK LOGO: WI-069
 DJ4765_PROJECTION: FLUSH
 DJ4765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ4765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4765+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DJ4765
 DJ4765  HISTORY     - Date     Condition        Report By
 DJ4765  HISTORY     - 1995     MONUMENTED       WI-069
 DJ4765  HISTORY     - 20060601 GOOD             WIDT
 DJ4765  HISTORY     - 20110706 GOOD             WIDT
 DJ4765
 DJ4765                          STATION DESCRIPTION
 DJ4765
 DJ4765'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4765'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND STATE
 DJ4765'HIGHWAY 107 NORTH WITH STATE HIGHWAY 107 TO THE SOUTH AND COUNTY
 DJ4765'HIGHWAY Z TO THE EAST ABOUT 8 MI (12.9 KM) WEST-SOUTHWEST OF THE CITY
 DJ4765'OF MERRILL, GO SOUTH ON STATE HIGHWAY 107 FOR 1.0 MI (1.6 KM) TO
 DJ4765'HIGHLAND AVENUE, TURN RIGHT AND GO WEST ON HIGHLAND AVENUE FOR 2.0 MI
 DJ4765'(3.2 KM) TO ELM GROVE ROAD, CONTINUE WEST ON HIGHLAND AVENUE FOR 0.9
 DJ4765'MI (1.4 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DJ4765'LINCOLN COUNTY GEODETIC CONTROL AZIMUTH MARKER DISK SET IN THE TOP OF
 DJ4765'A 40-CM (16 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DJ4765'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.7 M
 DJ4765'(18.7 FT) NORTH OF THE CENTER OF HIGHLAND AVENUE, 5.4 M (17.7 FT) EAST
 DJ4765'OF A METAL POST FOR A --CAUTION TELEPHONE CABLE-- SIGN, AND 0.75 M
 DJ4765'(2.5 FT) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS
 DJ4765'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DJ4765'ABOVE THE HORIZON EXCEPT FOR A TREE LINE TO THE SOUTH AND SOUTHEAST
 DJ4765'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DJ4765
 DJ4765                          STATION RECOVERY (2011)
 DJ4765
 DJ4765'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PL)
 DJ4765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1596 ***********************************************************************
 RN1596  DESIGNATION -  COT
 RN1596  PID         -  RN1596
 RN1596  STATE/COUNTY-  WI/DOUGLAS
 RN1596  COUNTRY     -  US
 RN1596  USGS QUAD   -  SCOVILS LAKE (2019)
 RN1596
 RN1596                         *CURRENT SURVEY CONTROL
 RN1596  ______________________________________________________________________
 RN1596* NAD 83(1996) POSITION- 46 11 11.20901(N) 092 02 55.25790(W)   ADJUSTED
 RN1596* NAVD 88 ORTHO HEIGHT -   324.    (meters)     1063.    (feet) SCALED
 RN1596  ______________________________________________________________________
 RN1596  GEOID HEIGHT    -        -26.574 (meters)                     GEOID18
 RN1596  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 RN1596  HORZ ORDER      -  THIRD
 RN1596
 RN1596.The horizontal coordinates were established by classical geodetic methods
 RN1596.and adjusted by the National Geodetic Survey in March 1999.
 RN1596
 RN1596.The orthometric height was scaled from a topographic map.
 RN1596
 RN1596.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1596.GEOID18 height accuracy estimate available here.
 RN1596
 RN1596.Click photographs - Photos may exist for this station.
 RN1596
 RN1596.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1596
 RN1596. The following values were computed from the NAD 83(1996) position.
 RN1596
 RN1596;                    North         East     Units Scale Factor Converg.
 RN1596;SPC WI N     -   115,382.477   441,862.328   MT  0.99994540   -1 28 40.3
 RN1596;SPC WI N     -   378,550.68  1,449,676.65   sFT  0.99994540   -1 28 40.3
 RN1596;UTM  15      - 5,115,203.181   573,414.750   MT  0.99966625   +0 41 11.4
 RN1596
 RN1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1596!SPC WI N     -   0.99995338  x   0.99994540  =   0.99989878
 RN1596!UTM  15      -   0.99995338  x   0.99966625  =   0.99961964
 RN1596
 RN1596:                Primary Azimuth Mark                     Grid Az
 RN1596:SPC WI N     -  COT AZ MK                                089 16 35.7
 RN1596:UTM  15      -  COT AZ MK                                087 06 44.0
 RN1596
 RN1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7341415203(NAD 83)
 RN1596
 RN1596|---------------------------------------------------------------------|
 RN1596| PID    Reference Object                     Distance      Geod. Az  |
 RN1596|                                                           dddmmss.s |
 RN1596| RN1595 TT 11 2 L                            11.821 METERS 07527     |
 RN1596| CJ2398 COT AZ MK                                          0874755.4 |
 RN1596| CJ2399 COT RM 1                             26.041 METERS 35705     |
 RN1596|---------------------------------------------------------------------|
 RN1596
 RN1596                          SUPERSEDED SURVEY CONTROL
 RN1596
 RN1596  NAD 83(1991)-  46 11 11.20418(N)    092 02 55.25594(W) AD(       ) 3
 RN1596  NAD 83(1986)-  46 11 11.19963(N)    092 02 55.25383(W) AD(       ) 3
 RN1596  NAD 27      -  46 11 11.41200(N)    092 02 54.58000(W) AD(       ) 3
 RN1596
 RN1596.Superseded values are not recommended for survey control.
 RN1596
 RN1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1596.See file dsdata.pdf to determine how the superseded data were derived.
 RN1596
 RN1596_MARKER: DS = TRIANGULATION STATION DISK
 RN1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1596_STAMPING: COT 1953
 RN1596_MARK LOGO: CGS
 RN1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1596+STABILITY: SURFACE MOTION
 RN1596
 RN1596  HISTORY     - Date     Condition        Report By
 RN1596  HISTORY     - 1953     MONUMENTED       CGS
 RN1596
 RN1596                          STATION DESCRIPTION
 RN1596
 RN1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RN1596'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF DAIRYLAND
 RN1596'ON THE SOUTH SIDE OF COUNTY ROUTE T AND AT THE SOUTHEAST
 RN1596'CORNER OF A T INTERSECTION.  IT IS 48 FEET SOUTH OF THE CENTER
 RN1596'OF COUNTY ROUTE T AND 5 FEET NORTHWEST OF A WITNESS POST.
 RN1596'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED COT 1953.
 RN1596'
 RN1596'REFERENCE MARK NO. 1 IS 36 FEET NORTH OF THE CENTER OF THE
 RN1596'ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 RN1596'COT NO 1 1953.
 RN1596'
 RN1596'TT 11 2 L (USGS) (REFERENCE MARK NO. 2) IS 39 FEET SOUTH OF
 RN1596'THE CENTER OF THE ROAD.  THE MARK PROJECTS 2 INCHES, IS OF
 RN1596'CONCRETE, 7 BY 10 INCHES ON TOP AND A STANDARD USGS BENCH
 RN1596'MARK DISK IS STAMPED TT 11 2 L 1934.  A TRAVERSE CONNECTION
 RN1596'WAS MADE FROM THE STATION MARK TO THIS MARK AND THE DISTANCE
 RN1596'IS SHOWN ABOVE.
 RN1596'
 RN1596'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF COUNTY ROUTE
 RN1596'T AND 2 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6
 RN1596'INCHES AND THE DISK IS STAMPED COT 1953.
 RN1596'
 RN1596'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 RN1596'AND COUNTY ROUTE T IN DAIRYLAND, GO EAST, SOUTH AND EAST AGAIN
 RN1596'FOR 5.5 MILES ON COUNTY ROUTE T TO A BRIDGE OVER ST CROIX RIVER,
 RN1596'CROSS THE BRIDGE AND CONTINUE FOR 1.3 MILES TO THE STATION
 RN1596'ON RIGHT.
 RN1596'
 RN1596'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 RN1596'ROUTE T FOR 0.4 MILE TO THE MARK ON THE LEFT.
 RN1596'
 RN1596'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4992 ***********************************************************************
 DG4992  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4992  DESIGNATION -  COTTAGE GROVE E GPS
 DG4992  PID         -  DG4992
 DG4992  STATE/COUNTY-  WI/DANE
 DG4992  COUNTRY     -  US
 DG4992  USGS QUAD   -  COTTAGE GROVE (2018)
 DG4992
 DG4992                         *CURRENT SURVEY CONTROL
 DG4992  ______________________________________________________________________
 DG4992* NAD 83(2011) POSITION- 43 03 41.86317(N) 089 08 27.01046(W)   ADJUSTED
 DG4992* NAD 83(2011) ELLIP HT-   235.068 (meters)        (06/27/12)   ADJUSTED
 DG4992* NAD 83(2011) EPOCH   -  2010.00
 DG4992* NAVD 88 ORTHO HEIGHT -   269.53  (meters)      884.3   (feet) GPS OBS
 DG4992  ______________________________________________________________________
 DG4992  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4992  GEOID HEIGHT    -        -34.456 (meters)                     GEOID12A
 DG4992  GEOID HEIGHT    -        -34.458 (meters)                     GEOID18
 DG4992  NAD 83(2011) X  -     69,986.939 (meters)                     COMP
 DG4992  NAD 83(2011) Y  - -4,666,928.294 (meters)                     COMP
 DG4992  NAD 83(2011) Z  -  4,332,666.985 (meters)                     COMP
 DG4992  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 DG4992
 DG4992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4992  Standards:
 DG4992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4992  -------------------------------------------------------------------
 DG4992  NETWORK    0.29   0.35           0.13   0.10   0.18      0.02911704
 DG4992  -------------------------------------------------------------------
 DG4992  Click here for local accuracies and other accuracy information.
 DG4992
 DG4992.The horizontal coordinates were established by GPS observations
 DG4992.and adjusted by the National Geodetic Survey in June 2012.
 DG4992
 DG4992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4992.been affixed to the stable North American tectonic plate. See 
 DG4992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4992
 DG4992.The horizontal coordinates are valid at the epoch date displayed above
 DG4992.which is a decimal equivalence of Year/Month/Day.
 DG4992
 DG4992.The orthometric height was determined by GPS observations and a
 DG4992.high-resolution geoid model using precise GPS observation and
 DG4992.processing techniques.
 DG4992
 DG4992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4992.GEOID18 height accuracy estimate available here.
 DG4992
 DG4992.Click photographs - Photos may exist for this station.
 DG4992
 DG4992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4992
 DG4992.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4992
 DG4992.The ellipsoidal height was determined by GPS observations
 DG4992.and is referenced to NAD 83.
 DG4992
 DG4992. The following values were computed from the NAD 83(2011) position.
 DG4992
 DG4992;                    North         East     Units Scale Factor Converg.
 DG4992;SPC WI S     -   118,297.262   669,982.250   MT  0.99995002   +0 35 25.2
 DG4992;SPC WI S     -   388,113.60  2,198,100.10   sFT  0.99995002   +0 35 25.2
 DG4992;UTM  16      - 4,769,882.811   325,675.654   MT  0.99997385   -1 27 43.5
 DG4992
 DG4992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4992!SPC WI S     -   0.99996314  x   0.99995002  =   0.99991316
 DG4992!UTM  16      -   0.99996314  x   0.99997385  =   0.99993699
 DG4992
 DG4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2567569882(NAD 83)
 DG4992
 DG4992                          SUPERSEDED SURVEY CONTROL
 DG4992
 DG4992  NAD 83(2007)-  43 03 41.86317(N)    089 08 27.01138(W) AD(2002.00) 0
 DG4992  ELLIP H (02/10/07)  235.099  (m)                       GP(2002.00)    
 DG4992  NAD 83(1997)-  43 03 41.86302(N)    089 08 27.01173(W) AD(       ) 1
 DG4992  ELLIP H (04/02/04)  235.094  (m)                       GP(       ) 4 1
 DG4992  NAVD 88 (07/26/07)  269.50   (m)  UNKNOWN  model used  GPS OBS        
 DG4992  NAVD 88 (04/02/04)  269.47   (m)  GEOID03  model used  GPS OBS        
 DG4992
 DG4992.Superseded values are not recommended for survey control.
 DG4992
 DG4992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4992.See file dsdata.pdf to determine how the superseded data were derived.
 DG4992
 DG4992_MARKER: DD = SURVEY DISK
 DG4992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4992_STAMPING: COTTAGE GROVE E GPS 2002
 DG4992_MARK LOGO: WIDT
 DG4992_PROJECTION: FLUSH
 DG4992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4992+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 DG4992
 DG4992  HISTORY     - Date     Condition        Report By
 DG4992  HISTORY     - 2001     MONUMENTED       WIDT
 DG4992  HISTORY     - 20070417 GOOD             WIDT
 DG4992  HISTORY     - 20080520 GOOD             WIDT
 DG4992
 DG4992                          STATION DESCRIPTION
 DG4992
 DG4992'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4992'THE STATION IS LOCATED ABOUT 19 KM EAST OF MADISON, 17 KM
 DG4992'NORTH-NORTHEAST OF STOUGHTON AND 15 KM SOUTH-SOUTHEAST OF SUN PRAIRIE.
 DG4992'OWNERSHIP--TOWN OF COTTAGE GROVE.  TO REACH THE STATION FROM THE
 DG4992'JUNCTION OF INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH
 DG4992'INTERSTATE HIGHWAY 94 ABOUT 8 KM NORTHEAST OF MADISON, GO EAST ON
 DG4992'INTERSTATE HIGHWAY 94 FOR 7.1 KM TO COUNTY HIGHWAY N, TURN RIGHT AND
 DG4992'GO SOUTH ON COUNTY HIGHWAY N FOR 2.5 KM TO COUNTY HIGHWAY BB (COTTAGE
 DG4992'GROVE ROAD), TURN LEFT AND GO EAST ON COUNTY HIGHWAY BB (COTTAGE GROVE
 DG4992'ROAD) FOR 4.4 KM TO RIDGE ROAD, TURN RIGHT AND GO SOUTH, THEN EAST ON
 DG4992'RIDGE ROAD FOR 2.9 KM TO NORTH JARGO ROAD, CONTINUE EAST ON NORTH
 DG4992'JARGO ROAD FOR 0.5 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DG4992'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DG4992'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DG4992'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DG4992'5.5 M SOUTH OF THE CENTERLINE OF NORTH JARGO ROAD, 66 M WEST OF THE
 DG4992'CENTERLINE OF HESTNES ROAD, 25.3 M WEST OF TELEPHONE POLE --7-11-24
 DG4992'24/39--, AND 6 M NORTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION
 DG4992'IS NORTHEAST, NORTHWEST AND  SOUTH OF THREE ORANGE 4X4 PLASTIC WITNESS
 DG4992'POSTS.   ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DG4992'HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DG4992'
 DG4992
 DG4992                          STATION RECOVERY (2007)
 DG4992
 DG4992'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4992'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 DG4992'OF STATE HIGHWAY 73 WITH COUNTY HIGHWAY BB APPROXIMATELY 2 MILES NORTH
 DG4992'OF THE VILLAGE OF DEERFIELD, GO WEST ON COUNTY HIGHWAY BB FOR 2.4
 DG4992'MILES TO DVORAK ROAD LEFT, TURN LEFT AND GO SOUTHWEST ON DVORAK ROAD
 DG4992'FOR 1.0 MILES TO DEERFIELD ROAD LEFT AND NORTH JARCO ROAD AHEAD, GO
 DG4992'WEST ON NORTH JARCO ROAD FOR 0.4 MILE TO HESTNES ROAD LEFT,
 DG4992'CONTINUE WEST ON NORTH JARCO ROAD FOR 66 M TO THE STATION ON THE
 DG4992'LEFT.  ADD-- THE STATION IS 1.0 M EAST AND 1.0 M WEST OF TWO WHITE
 DG4992'PLASTIC WITNESS POSTS.
 DG4992
 DG4992                          STATION RECOVERY (2008)
 DG4992
 DG4992'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DG4992'RECOVERED IN GOOD CONDITION.  INSTALLED TWO ORANGE PLASTIC GUARD
 DG4992'POSTS.  THE STATION IS 1.0 M EAST AND 1.0 M WEST OF TWO 4X4 ORANGE
 DG4992'PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1258 ***********************************************************************
 OM1258  CBN         -  This is a Cooperative Base Network Control Station.
 OM1258  DESIGNATION -  COTTAGE GROVE GPS
 OM1258  PID         -  OM1258
 OM1258  STATE/COUNTY-  WI/DANE
 OM1258  COUNTRY     -  US
 OM1258  USGS QUAD   -  COTTAGE GROVE (2018)
 OM1258
 OM1258                         *CURRENT SURVEY CONTROL
 OM1258  ______________________________________________________________________
 OM1258* NAD 83(2011) POSITION- 43 06 35.67813(N) 089 10 47.73593(W)   ADJUSTED
 OM1258* NAD 83(2011) ELLIP HT-   240.251 (meters)        (06/27/12)   ADJUSTED
 OM1258* NAD 83(2011) EPOCH   -  2010.00
 OM1258* NAVD 88 ORTHO HEIGHT -   274.798 (meters)      901.57  (feet) ADJUSTED
 OM1258  ______________________________________________________________________
 OM1258  GEOID HEIGHT    -        -34.541 (meters)                     GEOID18
 OM1258  NAD 83(2011) X  -     66,750.493 (meters)                     COMP
 OM1258  NAD 83(2011) Y  - -4,663,314.973 (meters)                     COMP
 OM1258  NAD 83(2011) Z  -  4,336,588.065 (meters)                     COMP
 OM1258  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 OM1258  DYNAMIC HEIGHT  -        274.723 (meters)      901.32  (feet) COMP
 OM1258  MODELED GRAVITY -    980,343.7   (mgal)                       NAVD 88
 OM1258  OBS GRAVITY     -    980,346.7   (mgal)                       GRAV_OBS
 OM1258
 OM1258  VERT ORDER      -  SECOND    CLASS I
 OM1258
 OM1258  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OM1258  Standards:
 OM1258         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OM1258            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OM1258  -------------------------------------------------------------------
 OM1258  NETWORK    0.25   0.35           0.11   0.09   0.18     -0.00931122
 OM1258  -------------------------------------------------------------------
 OM1258  Click here for local accuracies and other accuracy information.
 OM1258
 OM1258.The horizontal coordinates were established by GPS observations
 OM1258.and adjusted by the National Geodetic Survey in June 2012.
 OM1258
 OM1258.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OM1258.been affixed to the stable North American tectonic plate. See 
 OM1258.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OM1258
 OM1258.The horizontal coordinates are valid at the epoch date displayed above
 OM1258.which is a decimal equivalence of Year/Month/Day.
 OM1258
 OM1258.The orthometric height was determined by differential leveling and
 OM1258.adjusted by the WI DEPT OF TRANSP
 OM1258.in May 2012.
 OM1258
 OM1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1258.GEOID18 height accuracy estimate available here.
 OM1258
 OM1258.Click photographs - Photos may exist for this station.
 OM1258
 OM1258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1258
 OM1258.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1258
 OM1258.The ellipsoidal height was determined by GPS observations
 OM1258.and is referenced to NAD 83.
 OM1258
 OM1258.The dynamic height is computed by dividing the NAVD 88
 OM1258.geopotential number by the normal gravity value computed on the
 OM1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1258.degrees latitude (g = 980.6199 gals.).
 OM1258
 OM1258.The modeled gravity was interpolated from observed gravity values.
 OM1258
 OM1258.The observed gravity was obtained from relative gravimeter ties
 OM1258.to the IGSN71 gravity network.
 OM1258
 OM1258. The following values were computed from the NAD 83(2011) position.
 OM1258
 OM1258;                    North         East     Units Scale Factor Converg.
 OM1258;SPC WI S     -   123,628.515   666,745.541   MT  0.99994541   +0 33 48.5
 OM1258;SPC WI S     -   405,604.55  2,187,481.00   sFT  0.99994541   +0 33 48.5
 OM1258;UTM  16      - 4,775,326.773   322,631.912   MT  0.99998702   -1 29 24.5
 OM1258
 OM1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1258!SPC WI S     -   0.99996232  x   0.99994541  =   0.99990774
 OM1258!UTM  16      -   0.99996232  x   0.99998702  =   0.99994935
 OM1258
 OM1258:                Primary Azimuth Mark                     Grid Az
 OM1258:SPC WI S     -  87Y A                                    186 01 44.1
 OM1258:UTM  16      -  87Y A                                    188 04 57.1
 OM1258
 OM1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2263175326(NAD 83)
 OM1258
 OM1258|---------------------------------------------------------------------|
 OM1258| PID    Reference Object                     Distance      Geod. Az  |
 OM1258|                                                           dddmmss.s |
 OM1258| AH5302 87Y A                               APPROX. 0.6 KM 1863532.6 |
 OM1258|---------------------------------------------------------------------|
 OM1258
 OM1258                          SUPERSEDED SURVEY CONTROL
 OM1258
 OM1258  NAD 83(2007)-  43 06 35.67808(N)    089 10 47.73689(W) AD(2002.00) 0
 OM1258  ELLIP H (02/10/07)  240.283  (m)                       GP(2002.00)    
 OM1258  NAD 83(1997)-  43 06 35.67798(N)    089 10 47.73730(W) AD(       ) A
 OM1258  ELLIP H (04/28/99)  240.274  (m)                       GP(       ) 3 1
 OM1258  NAD 83(1991)-  43 06 35.67752(N)    089 10 47.73570(W) AD(       ) B
 OM1258  ELLIP H (06/11/91)  240.400  (m)                       GP(       ) 4 1
 OM1258  NAVD 88             274.77   (m)          901.5    (f) LEVELING    3  
 OM1258  NAVD 88 (04/20/07)  274.774  (m)          901.49   (f) SUPERSEDED  2 1
 OM1258  NAVD 88             274.74   (m)          901.4    (f) LEVELING    3  
 OM1258  NAVD 88 (02/25/04)  274.740  (m)          901.38   (f) SUPERSEDED  2 1
 OM1258  NAVD 88 (04/28/99)  274.7    (m)  UNKNOWN  model used  GPS OBS        
 OM1258  NGVD 29 (05/19/94)  274.7    (m)  GEOID93  model used  GPS OBS        
 OM1258  NGVD 29 (06/11/91)  274.8    (m)  UNKNOWN  model used  GPS OBS        
 OM1258
 OM1258.Superseded values are not recommended for survey control.
 OM1258
 OM1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1258.See file dsdata.pdf to determine how the superseded data were derived.
 OM1258
 OM1258_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1258_STAMPING: COTTAGE GROVE GPS 1989
 OM1258_MARK LOGO: NGS
 OM1258_PROJECTION: FLUSH
 OM1258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1258+STABILITY: SURFACE MOTION
 OM1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1258+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2019
 OM1258
 OM1258  HISTORY     - Date     Condition        Report By
 OM1258  HISTORY     - 1989     MONUMENTED       WIDT
 OM1258  HISTORY     - 19900813 GOOD
 OM1258  HISTORY     - 19930509 GOOD             NOS
 OM1258  HISTORY     - 19931011 GOOD             WIDT
 OM1258  HISTORY     - 19971118 GOOD             WIHD
 OM1258  HISTORY     - 20010410 GOOD             WIDT
 OM1258  HISTORY     - 200210   GOOD             AYRES
 OM1258  HISTORY     - 20040424 GOOD             JCLS
 OM1258  HISTORY     - 20050516 GOOD             INDIV
 OM1258  HISTORY     - 20070417 GOOD             WIDT
 OM1258  HISTORY     - 20190710 GOOD             GEOPRO
 OM1258
 OM1258                          STATION DESCRIPTION
 OM1258
 OM1258'DESCRIBED BY WI DEPT OF TRANSP 1989
 OM1258'THE STATION IS LOCATED ABOUT 8.55 KM (5.30 MI) SOUTH OF SUN PRAIRIE,
 OM1258'4.90 KM (3.05 MI) NORTH OF COTTAGE GROVE, 21.14 KM (13.15 MI) WEST OF
 OM1258'LAKE MILLS.  OWNERSHIP--INTERSTATE HIGHWAY R.O.W.
 OM1258'TO REACH FROM THE JUNCTION OF INTERSTATE 94 AND STATE HIGHWAY 73, GO
 OM1258'WEST FOR 7.91 KM (4.90 MI) ON INTERSTATE 94 TO THE STATION ON THE
 OM1258'RIGHT.
 OM1258'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--COTTAGE
 OM1258'GROVE GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE
 OM1258'MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 1.61 M (5.3 FT) SOUTH
 OM1258'FROM THE R.O.W. FENCE, 0.91 M (3.0 FT) SOUTH FROM A CARSONITE WITNESS
 OM1258'POST, 20.11 M (66.0 FT) NORTH FROM THE CENTER-LINE OF THE WEST BOUND
 OM1258'LANE OF INTERSTATE 94, 81.68 M (268.0 FT) WEST FROM A HIGH PRESSURE
 OM1258'GAS PIPELINE.
 OM1258
 OM1258                          STATION RECOVERY (1990)
 OM1258
 OM1258'RECOVERED 1990
 OM1258'RECOVERED IN GOOD CONDITION.
 OM1258
 OM1258                          STATION RECOVERY (1993)
 OM1258
 OM1258'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 OM1258'RECOVERED IN GOOD CONDITION.
 OM1258
 OM1258                          STATION RECOVERY (1993)
 OM1258
 OM1258'RECOVERY NOTE BY WI DEPT OF TRANSP 1993
 OM1258'STATION IS PART OF GRAVITY DENSIFICATION PROJECT.
 OM1258'THE STATION IS LOCATED ABOUT 21.1 KM (13.10 MI) WEST OF LAKE MILLS,
 OM1258'8.5 KM (5.30 MI) SOUTH-SOUTHEAST OF SUN PRAIRIE, 4.9 KM (3.05 MI)
 OM1258'NORTH OF COTTAGE GROVE, NORTH ACROSS INTERSTATE HIGHWAY 94 FROM THE
 OM1258'WEST END OF A TRUCK WEIGH STATION AND NEAR THE CENTER OF A LOW
 OM1258'HIGHWAY CUT IN THE NORTH HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN
 OM1258'DEPARTMENT OF TRANSPORTATION.
 OM1258'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 OM1258'STATE HIGHWAY 73, GO WEST ON INTERSTATE 94 FOR 7.91 KM (4.90 MI) TO
 OM1258'THE STATION ON THE RIGHT, ABOUT 1.0 KM (0.60 MI) EAST OF THE JUNCTION
 OM1258'OF COUNTY TRUNK ROAD N.
 OM1258'THE STATION IS SET INTO THE TOP OF A 40 CM ROUND CONCRETE POST FLUSH
 OM1258'WITH THE GROUND, LOCATED 81.7 M (268.0 FT) WEST FROM A HIGH PRESSURE
 OM1258'GAS PIPELINE, 20.1 M (65.9 FT) NORTH FROM THE CENTER OF THE WEST
 OM1258'BOUND HIGHWAY LANES, 1.6 M (5.2 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE
 OM1258'AND 0.9 M (3.0 FT) SOUTH FROM A CARSONITE WITNESS POST.
 OM1258
 OM1258                          STATION RECOVERY (1997)
 OM1258
 OM1258'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 OM1258'THE STATION IS LOCATED ABOUT 4.03 KM (2.50 MI) NORTHEAST OF COTTAGE
 OM1258'GROVE, 9.66 KM (6.00 MI) SOUTH-SOUTHEAST OF SUN PRAIRIE, AND 16.10 KM
 OM1258'(10.00 MI) EAST-NORTHEAST OF MADISON IN THE HIGHWAY RIGHT-OF-WAY
 OM1258'ACROSS THE HIGHWAY FROM A TRUCK WEIGH STATION.  OWNERSHIP--WISCONSIN
 OM1258'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 OM1258'OF INTERSTATE HIGHWAY 94 AND STATE HIGHWAY 73 (EXIT 250) ABOUT 6.44 KM
 OM1258'(4.00 MI) NORTH OF DEERFIELD, GO WEST 7.97 KM (4.95 MI) ON I-94 TO THE
 OM1258'STATION ON THE RIGHT.  THE STATION IS 1.61 KM (1.00 MI) EAST OF THE
 OM1258'JUNCTION OF I-94 AND COUNTY HIGHWAY N (EXIT 244) .  THE STATION IS A
 OM1258'BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF A 44-CM
 OM1258'(17-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH WITH THE GROUND
 OM1258'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS ABOUT 20 M
 OM1258'(65.6 FT) EAST OF BEING DIRECTLY ACROSS THE HIGHWAY FROM A --WEIGH
 OM1258'STATION OPEN/CLOSE-- SIGN AT THE EASTBOUND WEIGH STATION OFF-RAMP,
 OM1258'ABOUT 80 M (262.5 FT) EAST OF A HIGH-PRESSURE GAS PIPELINE SIGN POST,
 OM1258'20.2 M (66.3 FT) NORTH OF THE CENTERLINE OF THE TWO WESTBOUND LANES OF
 OM1258'I-94, 1.51 M (4.95 FT) SOUTH OF THE HIGHWAY R-O-W FENCE, 1.96 M (6.43
 OM1258'FT) SOUTH-SOUTHEAST OF THE MORE WESTERLY OF TWO WOODEN BRACED R-O-W
 OM1258'FENCE POSTS, AND 0.86 M (2.82 FT) SOUTH OF AN ORANGE FIBERGLASS
 OM1258'WITNESS POST.
 OM1258
 OM1258                          STATION RECOVERY (2001)
 OM1258
 OM1258'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1258'RECOVERED AS DESCRIBED
 OM1258
 OM1258                          STATION RECOVERY (2002)
 OM1258
 OM1258'RECOVERY NOTE BY AYRES ASSOCIATES 2002
 OM1258'RECOVERED AS DESCRIBED
 OM1258'
 OM1258
 OM1258                          STATION RECOVERY (2004)
 OM1258
 OM1258'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OM1258'RECOVERED IN GOOD CONDITION.
 OM1258
 OM1258                          STATION RECOVERY (2005)
 OM1258
 OM1258'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JCP)
 OM1258'3001,INC.
 OM1258
 OM1258                          STATION RECOVERY (2007)
 OM1258
 OM1258'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 OM1258'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 51 M EAST-NORTHEAST
 OM1258'OF THE NORTH POST OF A --GLACIAL DRUMLIN STATE TRAIL-- SIGN AND 1.0 M
 OM1258'SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4
 OM1258'PLASTIC GUARD POSTS.  NOTE-- THE TRUCK WEIGHT STATION AND THE WEIGHT
 OM1258'STATION SIGN IN THE 1997 DESCRIPTION ARE NOT PRESENT.
 OM1258
 OM1258                          STATION RECOVERY (2019)
 OM1258
 OM1258'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2019 (CTS)
 OM1258'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG3904 ***********************************************************************
 DG3904  DESIGNATION -  COTTAGE GROVE GPS AZ MK
 DG3904  PID         -  DG3904
 DG3904  STATE/COUNTY-  WI/DANE
 DG3904  COUNTRY     -  US
 DG3904  USGS QUAD   -  COTTAGE GROVE (2018)
 DG3904
 DG3904                         *CURRENT SURVEY CONTROL
 DG3904  ______________________________________________________________________
 DG3904* NAD 83(1986) POSITION- 43 06 29.9    (N) 089 10 23.4    (W)   HD_HELD2
 DG3904* NAVD 88 ORTHO HEIGHT -   277.136 (meters)      909.24  (feet) ADJUSTED
 DG3904  ______________________________________________________________________
 DG3904  GEOID HEIGHT    -        -34.541 (meters)                     GEOID18
 DG3904  DYNAMIC HEIGHT  -        277.061 (meters)      908.99  (feet) COMP
 DG3904  MODELED GRAVITY -    980,343.9   (mgal)                       NAVD 88
 DG3904
 DG3904  VERT ORDER      -  SECOND    CLASS I
 DG3904
 DG3904.The horizontal coordinates were established by autonomous hand held GPS
 DG3904.observations and have an estimated accuracy of +/- 10 meters.
 DG3904
 DG3904.The orthometric height was determined by differential leveling and
 DG3904.adjusted by the WI DEPT OF TRANSP
 DG3904.in May 2012.
 DG3904
 DG3904.No vertical observational check was made to the station.
 DG3904
 DG3904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG3904.GEOID18 height accuracy estimate available here.
 DG3904
 DG3904.Click photographs - Photos may exist for this station.
 DG3904
 DG3904.The dynamic height is computed by dividing the NAVD 88
 DG3904.geopotential number by the normal gravity value computed on the
 DG3904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3904.degrees latitude (g = 980.6199 gals.).
 DG3904
 DG3904.The modeled gravity was interpolated from observed gravity values.
 DG3904
 DG3904;                    North         East    Units  Estimated Accuracy
 DG3904;SPC WI S     -   123,456.      667,297.      MT  (+/- 10 meters HH2 GPS)
 DG3904
 DG3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2317775134(NAD 83)
 DG3904
 DG3904                          SUPERSEDED SURVEY CONTROL
 DG3904
 DG3904  NAVD 88 (04/20/07)  277.113  (m)          909.16   (f) SUPERSEDED  2 1
 DG3904  NAVD 88 (02/25/04)  277.078  (m)          909.05   (f) SUPERSEDED  2 1
 DG3904
 DG3904.Superseded values are not recommended for survey control.
 DG3904
 DG3904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3904.See file dsdata.pdf to determine how the superseded data were derived.
 DG3904
 DG3904_MARKER: DZ = AZIMUTH MARK DISK
 DG3904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3904_STAMPING: COTTAGE GROVE GPS 1989
 DG3904_MARK LOGO: NGS
 DG3904_PROJECTION: FLUSH
 DG3904_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG3904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3904+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2007
 DG3904
 DG3904  HISTORY     - Date     Condition        Report By
 DG3904  HISTORY     - 1989     MONUMENTED       WIDT
 DG3904  HISTORY     - 20030401 GOOD             WIDT
 DG3904  HISTORY     - 20070417 GOOD             WIDT
 DG3904  HISTORY     - 20070607 GOOD             WIDT
 DG3904
 DG3904                          STATION DESCRIPTION
 DG3904
 DG3904'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DG3904'THE STATION IS LOCATED ABOUT 12 KM EAST OF MADISON, 9 KM SOUTHEAST OF
 DG3904'SUN PRAIRIE, AND 4 KM NORTHEAST OF COTTAGE GROVE.
 DG3904'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DG3904'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH COUNTY
 DG3904'HIGHWAY N (EXIT 244) ABOUT 9 KM EAST OF THE CITY OF MADISON, GO EAST
 DG3904'ON INTERSTATE HIGHWAY 94 FOR 2.1 KM TO THE STATION ON THE RIGHT.  THE
 DG3904'STATION IS A BRONZE NATIONAL GEODETIC SURVEY AZIMUTH MARK DISK SET IN
 DG3904'THE TOP OF A 41-CM DIAMETER CONCRETE POST, SET TO A DEPTH OF 1.8 M
 DG3904'AND ABOUT 10 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 37 M SOUTH
 DG3904'OF THE EDGE OF PAVEMENT OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY
 DG3904'94, 1.5 M NORTH OF A WOVEN WIRE FENCE, AND 1.0 M NORTH OF AN ORAGE
 DG3904'FIBERGLASS WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DG3904'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DG3904
 DG3904                          STATION RECOVERY (2007)
 DG3904
 DG3904'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG3904'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 133 M
 DG3904'SOUTHEAST AND ACROSS THE INTERSTATE HIGHWAY FROM THE SOUTH POST OF A
 DG3904'--N COTTAGE GROVE, SUN PRAIRIE 1 MILE-- HIGHWAY SIGN, 73.5 M SOUTHWEST
 DG3904'OF MILE MARKER --246--, 1.0 M NORTH OF AN ORANGE FIBERGLASS WITNESS
 DG3904'POST, AND 0.9 M EAST AND 0.9 M WEST OF TWO WHITE PLASTIC WITNESS
 DG3904'POSTS.
 DG3904
 DG3904                          STATION RECOVERY (2007)
 DG3904
 DG3904'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DSA)
 DG3904'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1045 ***********************************************************************
 OM1045  DESIGNATION -  COTTAGE GROVE MUNICIPAL TANK
 OM1045  PID         -  OM1045
 OM1045  STATE/COUNTY-  WI/DANE
 OM1045  COUNTRY     -  US
 OM1045  USGS QUAD   -  COTTAGE GROVE (2018)
 OM1045
 OM1045                         *CURRENT SURVEY CONTROL
 OM1045  ______________________________________________________________________
 OM1045* NAD 83(1991) POSITION- 43 04 25.92563(N) 089 12 07.29546(W)   ADJUSTED
 OM1045  ______________________________________________________________________
 OM1045  GEOID HEIGHT    -        -34.466 (meters)                     GEOID18
 OM1045  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 OM1045  HORZ ORDER      -  THIRD
 OM1045
 OM1045.The horizontal coordinates were established by classical geodetic methods
 OM1045.and adjusted by the National Geodetic Survey in November 1991.
 OM1045
 OM1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1045.GEOID18 height accuracy estimate available here.
 OM1045
 OM1045.Click photographs - Photos may exist for this station.
 OM1045
 OM1045.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1045
 OM1045. The following values were computed from the NAD 83(1991) position.
 OM1045
 OM1045;                    North         East     Units Scale Factor Converg.
 OM1045;SPC WI S     -   119,607.350   664,985.209   MT  0.99994878   +0 32 53.8
 OM1045;SPC WI S     -   392,411.78  2,181,705.64   sFT  0.99994878   +0 32 53.8
 OM1045;UTM  16      - 4,771,371.079   320,728.566   MT  0.99999537   -1 30 15.3
 OM1045
 OM1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2072871371(NAD 83)
 OM1045
 OM1045                          SUPERSEDED SURVEY CONTROL
 OM1045
 OM1045  NAD 83(1986)-  43 04 25.91857(N)    089 12 07.30033(W) AD(       ) 3
 OM1045  NAD 27      -  43 04 25.92300(N)    089 12 06.88700(W) AD(       ) 3
 OM1045
 OM1045.Superseded values are not recommended for survey control.
 OM1045
 OM1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1045.See file dsdata.pdf to determine how the superseded data were derived.
 OM1045
 OM1045_MARKER: 51 = TANK
 OM1045
 OM1045  HISTORY     - Date     Condition        Report By
 OM1045  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1045  HISTORY     - 19940507 GOOD             USPSQD
 OM1045  HISTORY     - 20021227 GOOD             USPSQD
 OM1045
 OM1045                          STATION DESCRIPTION
 OM1045
 OM1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1045'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED
 OM1045'ON A HIGH HILL IN THE SOUTHWEST PART OF TOWN.  IT IS A SPHERICAL
 OM1045'SHAPED TANK PAINTED SILVER WITH THE LEGEND COTTAGE GROVE
 OM1045'ON THE EAST SIDE.  IT IS A SELF SUPPORTING STRUCTURE AND THE
 OM1045'OVERALL HEIGHT IS 75 FEET.
 OM1045
 OM1045                          STATION RECOVERY (1994)
 OM1045
 OM1045'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM1045'RECOVERED IN GOOD CONDITION.
 OM1045
 OM1045                          STATION RECOVERY (2002)
 OM1045
 OM1045'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1045'RECOVERED IN GOOD CONDITION.  IT IS WEST OF SOUTH MAIN STREET (COUNTY
 OM1045'HIGHWAY N), SOUTH OF WEST REYNOLDS STREET, AT THE TOP OF THE HILL AT
 OM1045'THE SOUTH END OF BASS STREET AND THE CITY PARK. A LADDER ASCENDS UP
 OM1045'THE WEST SIDE AND SPIRALS AROUND THE SOUTH AND WEST SIDES OF THE
 OM1045'SPHERE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9643 ***********************************************************************
 DF9643  DESIGNATION -  COTTAGE GROVE S GPS
 DF9643  PID         -  DF9643
 DF9643  STATE/COUNTY-  WI/DANE
 DF9643  COUNTRY     -  US
 DF9643  USGS QUAD   -  COTTAGE GROVE (2018)
 DF9643
 DF9643                         *CURRENT SURVEY CONTROL
 DF9643  ______________________________________________________________________
 DF9643* NAD 83(2011) POSITION- 43 02 02.30735(N) 089 12 00.86961(W)   ADJUSTED
 DF9643* NAD 83(2011) ELLIP HT-   249.339 (meters)        (06/27/12)   ADJUSTED
 DF9643* NAD 83(2011) EPOCH   -  2010.00
 DF9643* NAVD 88 ORTHO HEIGHT -   283.738 (meters)      930.90  (feet) ADJUSTED
 DF9643  ______________________________________________________________________
 DF9643  GEOID HEIGHT    -        -34.398 (meters)                     GEOID18
 DF9643  NAD 83(2011) X  -     65,177.563 (meters)                     COMP
 DF9643  NAD 83(2011) Y  - -4,669,105.781 (meters)                     COMP
 DF9643  NAD 83(2011) Z  -  4,330,431.505 (meters)                     COMP
 DF9643  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 DF9643  DYNAMIC HEIGHT  -        283.661 (meters)      930.64  (feet) COMP
 DF9643  MODELED GRAVITY -    980,340.8   (mgal)                       NAVD 88
 DF9643
 DF9643  VERT ORDER      -  SECOND    CLASS I
 DF9643
 DF9643  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9643  Standards:
 DF9643         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9643            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9643  -------------------------------------------------------------------
 DF9643  NETWORK    0.29   0.35           0.13   0.10   0.18      0.01860511
 DF9643  -------------------------------------------------------------------
 DF9643  Click here for local accuracies and other accuracy information.
 DF9643
 DF9643.The horizontal coordinates were established by GPS observations
 DF9643.and adjusted by the National Geodetic Survey in June 2012.
 DF9643
 DF9643.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9643.been affixed to the stable North American tectonic plate. See 
 DF9643.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9643
 DF9643.The horizontal coordinates are valid at the epoch date displayed above
 DF9643.which is a decimal equivalence of Year/Month/Day.
 DF9643
 DF9643.The orthometric height was determined by differential leveling and
 DF9643.adjusted by the WI DEPT OF TRANSP
 DF9643.in May 2012.
 DF9643
 DF9643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9643.GEOID18 height accuracy estimate available here.
 DF9643
 DF9643.Click photographs - Photos may exist for this station.
 DF9643
 DF9643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9643
 DF9643.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9643
 DF9643.The ellipsoidal height was determined by GPS observations
 DF9643.and is referenced to NAD 83.
 DF9643
 DF9643.The dynamic height is computed by dividing the NAVD 88
 DF9643.geopotential number by the normal gravity value computed on the
 DF9643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9643.degrees latitude (g = 980.6199 gals.).
 DF9643
 DF9643.The modeled gravity was interpolated from observed gravity values.
 DF9643
 DF9643. The following values were computed from the NAD 83(2011) position.
 DF9643
 DF9643;                    North         East     Units Scale Factor Converg.
 DF9643;SPC WI S     -   115,177.193   665,173.072   MT  0.99995298   +0 32 58.3
 DF9643;SPC WI S     -   377,877.17  2,182,321.99   sFT  0.99995298   +0 32 58.3
 DF9643;UTM  16      - 4,766,936.839   320,757.682   MT  0.99999525   -1 30 06.9
 DF9643
 DF9643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9643!SPC WI S     -   0.99996090  x   0.99995298  =   0.99991388
 DF9643!UTM  16      -   0.99996090  x   0.99999525  =   0.99995615
 DF9643
 DF9643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2075766936(NAD 83)
 DF9643
 DF9643                          SUPERSEDED SURVEY CONTROL
 DF9643
 DF9643  NAD 83(2007)-  43 02 02.30734(N)    089 12 00.87053(W) AD(2002.00) 0
 DF9643  ELLIP H (02/10/07)  249.369  (m)                       GP(2002.00)    
 DF9643  NAD 83(1997)-  43 02 02.30721(N)    089 12 00.87089(W) AD(       ) 1
 DF9643  ELLIP H (04/02/04)  249.366  (m)                       GP(       ) 4 1
 DF9643  NAVD 88             283.72   (m)          930.8    (f) LEVELING    3  
 DF9643  NAVD 88 (04/20/07)  283.720  (m)          930.84   (f) SUPERSEDED  2 1
 DF9643  NAVD 88             283.69   (m)          930.7    (f) LEVELING    3  
 DF9643  NAVD 88 (02/25/04)  283.688  (m)          930.73   (f) SUPERSEDED  2 1
 DF9643
 DF9643.Superseded values are not recommended for survey control.
 DF9643
 DF9643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9643.See file dsdata.pdf to determine how the superseded data were derived.
 DF9643
 DF9643_MARKER: DD = SURVEY DISK
 DF9643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9643_STAMPING: COTTAGE GROVE S GPS 2002
 DF9643_MARK LOGO: WIDT
 DF9643_PROJECTION: FLUSH
 DF9643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9643+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2007
 DF9643
 DF9643  HISTORY     - Date     Condition        Report By
 DF9643  HISTORY     - 2001     MONUMENTED       WIDT
 DF9643  HISTORY     - 20061028 GOOD             USPSQD
 DF9643  HISTORY     - 20070418 GOOD             WIDT
 DF9643  HISTORY     - 20070607 GOOD             WIDT
 DF9643
 DF9643                          STATION DESCRIPTION
 DF9643
 DF9643'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9643'THE STATION IS LOCATED ABOUT 11 KM WEST-SOUTHWEST OF DEERFIELD, 8 KM
 DF9643'NORTH-NORTHEAST OF MCFARLAND AND 5 KM SOUTH OF COTTAGE GROVE.
 DF9643'OWNERSHIP--DANE COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9643'INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH US HIGHWAY 12
 DF9643'ABOUT 5 KM SOUTHEAST OF THE CITY OF MONONA, GO SOUTHEAST ON US
 DF9643'HIGHWAY 12 FOR 6.4 KM TO COUNTY HIGHWAY N, TURN LEFT AND GO NORTH ON
 DF9643'COUNTY HIGHWAY N FOR 0.2 KM TO THE STATION ON THE LEFT. THE STATION
 DF9643'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9643'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9643'SET TO A DEPTH OF 2.4 M AND ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.
 DF9643'THE STATION IS 29.5 M WEST OF THE CENTERLINE OF THE MEDIAN FOR COUNTY
 DF9643'HIGHWAY N, 135 M NORTH OF THE CENTERLINE OF US HIGHWAY 12 AND US
 DF9643'HIGHWAY 18 ON RAMP, 59.1 M WEST-SOUTHWEST OF THE WESTERNMOST WOOD
 DF9643'POST FOR A --WEST US HIGHWAY 12, WEST US HIGHWAY 18-- SIGN, 1.5 M
 DF9643'EAST OF A CULTIVATED FIELD,  AND 0.7 M EAST OF A WOVEN WIRE FENCE.
 DF9643'---NOTE---THE STATION IS NORTHWEST AND SOUTHWEST OF TWO ORANGE 4X4
 DF9643'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9643'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF9643
 DF9643                          STATION RECOVERY (2006)
 DF9643
 DF9643'RECOVERY NOTE BY US POWER SQUADRON 2006 (RB)
 DF9643'RECOVERED IN GOOD CONDITION.
 DF9643
 DF9643                          STATION RECOVERY (2007)
 DF9643
 DF9643'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9643'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.0 M
 DF9643'SOUTH-SOUTHEAST OF A WOOD RIGHT-OF-WAY FENCE POST WITH A PIPE BRACE.
 DF9643
 DF9643                          STATION RECOVERY (2007)
 DF9643
 DF9643'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DSA)
 DF9643'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4848 ***********************************************************************
 DG4848  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4848  DESIGNATION -  COTTAGE GROVE W GPS
 DG4848  PID         -  DG4848
 DG4848  STATE/COUNTY-  WI/DANE
 DG4848  COUNTRY     -  US
 DG4848  USGS QUAD   -  COTTAGE GROVE (2018)
 DG4848
 DG4848                         *CURRENT SURVEY CONTROL
 DG4848  ______________________________________________________________________
 DG4848* NAD 83(2011) POSITION- 43 05 14.33931(N) 089 14 22.37386(W)   ADJUSTED
 DG4848* NAD 83(2011) ELLIP HT-   237.407 (meters)        (06/27/12)   ADJUSTED
 DG4848* NAD 83(2011) EPOCH   -  2010.00
 DG4848* NAVD 88 ORTHO HEIGHT -   271.87  (meters)      892.0   (feet) GPS OBS
 DG4848  ______________________________________________________________________
 DG4848  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4848  GEOID HEIGHT    -        -34.464 (meters)                     GEOID12A
 DG4848  GEOID HEIGHT    -        -34.468 (meters)                     GEOID18
 DG4848  NAD 83(2011) X  -     61,920.575 (meters)                     COMP
 DG4848  NAD 83(2011) Y  - -4,665,094.776 (meters)                     COMP
 DG4848  NAD 83(2011) Z  -  4,334,753.242 (meters)                     COMP
 DG4848  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 DG4848
 DG4848  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4848  Standards:
 DG4848         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4848            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4848  -------------------------------------------------------------------
 DG4848  NETWORK    0.31   0.39           0.14   0.11   0.20     -0.00142776
 DG4848  -------------------------------------------------------------------
 DG4848  Click here for local accuracies and other accuracy information.
 DG4848
 DG4848.The horizontal coordinates were established by GPS observations
 DG4848.and adjusted by the National Geodetic Survey in June 2012.
 DG4848
 DG4848.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4848.been affixed to the stable North American tectonic plate. See 
 DG4848.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4848
 DG4848.The horizontal coordinates are valid at the epoch date displayed above
 DG4848.which is a decimal equivalence of Year/Month/Day.
 DG4848
 DG4848.The orthometric height was determined by GPS observations and a
 DG4848.high-resolution geoid model using precise GPS observation and
 DG4848.processing techniques.
 DG4848
 DG4848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4848.GEOID18 height accuracy estimate available here.
 DG4848
 DG4848.Click photographs - Photos may exist for this station.
 DG4848
 DG4848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4848
 DG4848.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4848
 DG4848.The ellipsoidal height was determined by GPS observations
 DG4848.and is referenced to NAD 83.
 DG4848
 DG4848. The following values were computed from the NAD 83(2011) position.
 DG4848
 DG4848;                    North         East     Units Scale Factor Converg.
 DG4848;SPC WI S     -   121,072.680   661,915.981   MT  0.99994748   +0 31 21.0
 DG4848;SPC WI S     -   397,219.28  2,171,636.01   sFT  0.99994748   +0 31 21.0
 DG4848;UTM  16      - 4,772,945.488   317,713.630   MT  1.00000878   -1 31 49.0
 DG4848
 DG4848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4848!SPC WI S     -   0.99996277  x   0.99994748  =   0.99991025
 DG4848!UTM  16      -   0.99996277  x   1.00000878  =   0.99997155
 DG4848
 DG4848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1771372945(NAD 83)
 DG4848
 DG4848                          SUPERSEDED SURVEY CONTROL
 DG4848
 DG4848  NAD 83(2007)-  43 05 14.33929(N)    089 14 22.37479(W) AD(2002.00) 0
 DG4848  ELLIP H (02/10/07)  237.438  (m)                       GP(2002.00)    
 DG4848  NAD 83(1997)-  43 05 14.33914(N)    089 14 22.37517(W) AD(       ) 1
 DG4848  ELLIP H (04/02/04)  237.433  (m)                       GP(       ) 4 1
 DG4848  NAVD 88 (07/26/07)  271.86   (m)  UNKNOWN  model used  GPS OBS        
 DG4848  NAVD 88 (04/02/04)  271.83   (m)  GEOID03  model used  GPS OBS        
 DG4848
 DG4848.Superseded values are not recommended for survey control.
 DG4848
 DG4848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4848.See file dsdata.pdf to determine how the superseded data were derived.
 DG4848
 DG4848_MARKER: DD = SURVEY DISK
 DG4848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4848_STAMPING: COTTAGE GROVE W GPS 2002
 DG4848_MARK LOGO: WIDT
 DG4848_PROJECTION: FLUSH
 DG4848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4848+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 DG4848
 DG4848  HISTORY     - Date     Condition        Report By
 DG4848  HISTORY     - 2001     MONUMENTED       WIDT
 DG4848  HISTORY     - 20070416 GOOD             WIDT
 DG4848  HISTORY     - 20080520 GOOD             WIDT
 DG4848
 DG4848                          STATION DESCRIPTION
 DG4848
 DG4848'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4848'THE STATION IS LOCATED ABOUT 11 KM SOUTH OF SUN PRAIRIE, 9 KM
 DG4848'NORTHEAST OF MCFARLAND AND 3 KM WEST-NORTHWEST OF COTTAGE GROVE.
 DG4848'OWNERSHIP--TOWN OF COTTAGE GROVE.  TO REACH THE STATION FROM THE
 DG4848'JUNCTION OF US HIGHWAY 51 WITH STATE HIGHWAY 30 IN THE CITY OF
 DG4848'MADISON, GO SOUTH ON US HIGHWAY 51 FOR 2.7 KM TO COUNTY HIGHWAY BB
 DG4848'(COTTAGE GROVE ROAD), EXIT RIGHT ON COTTAGE GROVE ROAD AND GO EAST ON
 DG4848'COUNTY HIGHWAY BB (COTTAGE GROVE ROAD) FOR 6.0 KM TO VILAS HOPE ROAD
 DG4848'ON THE RIGHT, TURN RIGHT AND GO SOUTH ON VILAS HOPE ROAD FOR 0.2 KM TO
 DG4848'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DG4848'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4848'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH THE
 DG4848'ROAD PAVEMENT.  THE STATION IS 9.8 M WEST OF THE CENTERLINE OF VILAS
 DG4848'HOPE ROAD, 46 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DG4848'--4392 VILAS HOPE ROAD-- , 28.4 M NORTHWEST OF POWER POLE --WPL 7-11-7
 DG4848'23/31-- , 2 M EAST OF A CULTIVATED FIELD, AND 1.2 M EAST OF A BARBED
 DG4848'WIRE FENCE.  ---NOTE---THE STATION IS  NORTHEAST, SOUTHEAST AND WEST
 DG4848'OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION
 DG4848'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DG4848'HORIZON.
 DG4848
 DG4848                          STATION RECOVERY (2007)
 DG4848
 DG4848'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DG4848'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 DG4848'OF COUNTY HIGHWAY BB (COTTAGE GROVE ROAD) WITH COUNTY HIGHWAY N ON THE
 DG4848'NORTH SIDE OF THE VILLAGE OF COTTAGE GROVE, GO WEST ON COUNTY HIGHWAY
 DG4848'BB (COTTAGE GROVE ROAD) FOR 2.1 MILES TO VILAS HOPE ROAD LEFT, TURN
 DG4848'LEFT AND GO SOUTH ON VILAS HOPE ROAD FOR 0.1 MILE TO THE STATION ON
 DG4848'THE RIGHT.
 DG4848'NOTE-- THE EAST AND SOUTH 4X4 ORANGE PLASTIC GUARD POSTS ARE NOT
 DG4848'PRESENT.
 DG4848
 DG4848                          STATION RECOVERY (2008)
 DG4848
 DG4848'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DG4848'RECOVERED IN GOOD CONDITION.  TWO BROKEN GUARD POSTS WERE REPLACED.
 DG4848'THE STATION IS 1.0 M NORTHEAST, 1.0 M SOUTHEAST, AND 1.0 M WEST OF TWO
 DG4848'4X4 ORANGE PLASTIC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5657 ***********************************************************************
 DH5657  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5657  DESIGNATION -  COTTONVILLE GPS
 DH5657  PID         -  DH5657
 DH5657  STATE/COUNTY-  WI/ADAMS
 DH5657  COUNTRY     -  US
 DH5657  USGS QUAD   -  COLOMA SW (2018)
 DH5657
 DH5657                         *CURRENT SURVEY CONTROL
 DH5657  ______________________________________________________________________
 DH5657* NAD 83(2011) POSITION- 44 04 06.37099(N) 089 42 05.95003(W)   ADJUSTED
 DH5657* NAD 83(2011) ELLIP HT-   274.113 (meters)        (06/27/12)   ADJUSTED
 DH5657* NAD 83(2011) EPOCH   -  2010.00
 DH5657* NAVD 88 ORTHO HEIGHT -   309.73  (meters)     1016.2   (feet) GPS OBS
 DH5657  ______________________________________________________________________
 DH5657  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5657  GEOID HEIGHT    -        -35.617 (meters)                     GEOID12A
 DH5657  GEOID HEIGHT    -        -35.612 (meters)                     GEOID18
 DH5657  NAD 83(2011) X  -     23,902.689 (meters)                     COMP
 DH5657  NAD 83(2011) Y  - -4,590,325.513 (meters)                     COMP
 DH5657  NAD 83(2011) Z  -  4,413,749.086 (meters)                     COMP
 DH5657  LAPLACE CORR    -         -5.85  (seconds)                    DEFLEC18
 DH5657
 DH5657  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5657  Standards:
 DH5657         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5657            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5657  -------------------------------------------------------------------
 DH5657  NETWORK    0.22   0.33           0.10   0.08   0.17      0.13129531
 DH5657  -------------------------------------------------------------------
 DH5657  Click here for local accuracies and other accuracy information.
 DH5657
 DH5657.The horizontal coordinates were established by GPS observations
 DH5657.and adjusted by the National Geodetic Survey in June 2012.
 DH5657
 DH5657.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5657.been affixed to the stable North American tectonic plate. See 
 DH5657.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5657
 DH5657.The horizontal coordinates are valid at the epoch date displayed above
 DH5657.which is a decimal equivalence of Year/Month/Day.
 DH5657
 DH5657.The orthometric height was determined by GPS observations and a
 DH5657.high-resolution geoid model using precise GPS observation and
 DH5657.processing techniques.
 DH5657
 DH5657.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5657.GEOID18 height accuracy estimate available here.
 DH5657
 DH5657.Click photographs - Photos may exist for this station.
 DH5657
 DH5657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5657
 DH5657.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5657
 DH5657.The ellipsoidal height was determined by GPS observations
 DH5657.and is referenced to NAD 83.
 DH5657
 DH5657. The following values were computed from the NAD 83(2011) position.
 DH5657
 DH5657;                    North         East     Units Scale Factor Converg.
 DH5657;SPC WI S     -   229,833.961   623,901.729   MT  1.00000036   +0 12 18.0
 DH5657;SPC WI S     -   754,046.92  2,046,917.59   sFT  1.00000036   +0 12 18.0
 DH5657;UTM  16      - 4,883,023.068   283,643.796   MT  1.00017575   -1 52 47.2
 DH5657
 DH5657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5657!SPC WI S     -   0.99995702  x   1.00000036  =   0.99995738
 DH5657!UTM  16      -   0.99995702  x   1.00017575  =   1.00013276
 DH5657
 DH5657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8364383023(NAD 83)
 DH5657
 DH5657                          SUPERSEDED SURVEY CONTROL
 DH5657
 DH5657  NAD 83(2007)-  44 04 06.37124(N)    089 42 05.95077(W) AD(2002.00) 0
 DH5657  ELLIP H (02/10/07)  274.149  (m)                       GP(2002.00)    
 DH5657  NAD 83(1997)-  44 04 06.37131(N)    089 42 05.95114(W) AD(       ) 1
 DH5657  ELLIP H (08/01/05)  274.151  (m)                       GP(       ) 2 1
 DH5657  NAVD 88 (07/26/07)  309.71   (m)  GEOID03  model used  GPS OBS        
 DH5657
 DH5657.Superseded values are not recommended for survey control.
 DH5657
 DH5657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5657.See file dsdata.pdf to determine how the superseded data were derived.
 DH5657
 DH5657_MARKER: DD = SURVEY DISK
 DH5657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5657_STAMPING: COTTONVILLE GPS 2004
 DH5657_MARK LOGO: WIDT
 DH5657_PROJECTION: FLUSH
 DH5657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5657+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DH5657
 DH5657  HISTORY     - Date     Condition        Report By
 DH5657  HISTORY     - 2003     MONUMENTED       WIDT
 DH5657  HISTORY     - 20100524 GOOD             WIDT
 DH5657
 DH5657                          STATION DESCRIPTION
 DH5657
 DH5657'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5657'OWNERSHIP--TOWN OF RICHFIELD.  TO REACH THE STATION FROM THE JUNCTION
 DH5657'OF STATE HIGHWAY  21 WITH COUNTY HIGHWAY G ABOUT 10 MI EAST-NORTHEAST
 DH5657'OF THE VILLAGE OF FRIENDSHIP, GO  NORTH ON COUNTY HIGHWAY G FOR 3.2 MI
 DH5657'TO CHICAGO AVENUE, TURN LEFT AND GO WEST ON  CHICAGO AVENUE FOR 2.2 MI
 DH5657'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5657'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5657'IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW THE ROAD
 DH5657'PAVEMENT.  THE STATION IS 5.6 M  SOUTH OF THE CENTERLINE OF CHICAGO
 DH5657'AVENUE, 26.7 M EAST OF THE TOP CENTER OF THE SOUTH  END OF A
 DH5657'CORRUGATED METAL CULVERT PIPE, AND 1.0 M EAST AND WEST OF TWO ORANGE
 DH5657'4X4  PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5657'OBSTRUCTIONS EXTENDING  HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH5657
 DH5657                          STATION RECOVERY (2010)
 DH5657
 DH5657'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5657'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.35 MILE EAST OF
 DH5657'6TH DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7187 ***********************************************************************
 DN7187  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7187  DESIGNATION -  COUDERAY N GPS
 DN7187  PID         -  DN7187
 DN7187  STATE/COUNTY-  WI/SAWYER
 DN7187  COUNTRY     -  US
 DN7187  USGS QUAD   -  COUDERAY (2018)
 DN7187
 DN7187                         *CURRENT SURVEY CONTROL
 DN7187  ______________________________________________________________________
 DN7187* NAD 83(2011) POSITION- 45 51 55.28415(N) 091 18 21.38374(W)   ADJUSTED
 DN7187* NAD 83(2011) ELLIP HT-   389.594 (meters)        (04/15/13)   ADJUSTED
 DN7187* NAD 83(2011) EPOCH   -  2010.00
 DN7187* NAVD 88 ORTHO HEIGHT -   419.18  (meters)     1375.3   (feet) GPS OBS
 DN7187  ______________________________________________________________________
 DN7187  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7187  GEOID HEIGHT    -        -29.581 (meters)                     GEOID12A
 DN7187  GEOID HEIGHT    -        -29.579 (meters)                     GEOID18
 DN7187  NAD 83(2011) X  -   -101,404.914 (meters)                     COMP
 DN7187  NAD 83(2011) Y  - -4,448,188.818 (meters)                     COMP
 DN7187  NAD 83(2011) Z  -  4,555,118.534 (meters)                     COMP
 DN7187  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 DN7187
 DN7187  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7187  Standards:
 DN7187         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7187            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7187  -------------------------------------------------------------------
 DN7187  NETWORK    0.52   0.98           0.24   0.18   0.50      0.01566641
 DN7187  -------------------------------------------------------------------
 DN7187  Click here for local accuracies and other accuracy information.
 DN7187
 DN7187.The horizontal coordinates were established by GPS observations
 DN7187.and adjusted by the National Geodetic Survey in April 2013.
 DN7187
 DN7187.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7187.been affixed to the stable North American tectonic plate. See 
 DN7187.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7187
 DN7187.The horizontal coordinates are valid at the epoch date displayed above
 DN7187.which is a decimal equivalence of Year/Month/Day.
 DN7187
 DN7187.The orthometric height was determined by GPS observations and a
 DN7187.high-resolution geoid model using precise GPS observation and
 DN7187.processing techniques.
 DN7187
 DN7187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7187.GEOID18 height accuracy estimate available here.
 DN7187
 DN7187.Click photographs - Photos may exist for this station.
 DN7187
 DN7187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7187
 DN7187.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7187
 DN7187.The ellipsoidal height was determined by GPS observations
 DN7187.and is referenced to NAD 83.
 DN7187
 DN7187. The following values were computed from the NAD 83(2011) position.
 DN7187
 DN7187;                    North         East     Units Scale Factor Converg.
 DN7187;SPC WI N     -    78,488.557   498,601.195   MT  0.99995920   -0 56 31.4
 DN7187;SPC WI N     -   257,507.87  1,635,827.42   sFT  0.99995920   -0 56 31.4
 DN7187;UTM  15      - 5,080,483.233   631,492.250   MT  0.99981256   +1 12 57.6
 DN7187
 DN7187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7187!SPC WI N     -   0.99993893  x   0.99995920  =   0.99989813
 DN7187!UTM  15      -   0.99993893  x   0.99981256  =   0.99975150
 DN7187
 DN7187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3149280483(NAD 83)
 DN7187
 DN7187                          SUPERSEDED SURVEY CONTROL
 DN7187
 DN7187  NAD 83(2007)-  45 51 55.28425(N)    091 18 21.38427(W) AD(2002.00) 1
 DN7187  ELLIP H (04/06/12)  389.625  (m)                       GP(2002.00) 1 1
 DN7187
 DN7187.Superseded values are not recommended for survey control.
 DN7187
 DN7187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7187.See file dsdata.pdf to determine how the superseded data were derived.
 DN7187
 DN7187_MARKER: DD = SURVEY DISK
 DN7187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7187_STAMPING: COUDERAY N GPS 2006
 DN7187_MARK LOGO: WIDT
 DN7187_PROJECTION: FLUSH
 DN7187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7187+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DN7187
 DN7187  HISTORY     - Date     Condition        Report By
 DN7187  HISTORY     - 2005     MONUMENTED       WIDT
 DN7187  HISTORY     - 20100518 GOOD             WIDT
 DN7187
 DN7187                          STATION DESCRIPTION
 DN7187
 DN7187'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7187'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY CLOSING
 DN7187'CORNER WITH COUNTY HIGHWAY N APPROXIMATELY 5.6 MI (9.0 KM) NORTH OF
 DN7187'THE VILLAGE OF COUDERAY, GO SOUTH ON COUNTY HIGHWAY CLOSING CORNER FOR
 DN7187'0.80 MI (1.3 KM) TO THE STATION ON THE LEFT.
 DN7187'
 DN7187'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7187'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7187'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7187'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DN7187'IS 9.2 M (30.2 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY CLOSING
 DN7187'CORNER, 0.15 MI (0.2 KM) NORTH OF PRIVATE ENTRANCE -6292N-, 48.0 M
 DN7187'(157.5 FT) NORTH OF POWER POLE -13-6- AND IS 1 M (3.3 FT) FROM THREE
 DN7187'ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7187'
 DN7187'-NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION IS A TREE TO THE
 DN7187'EAST-NORTHEAST EXTENDING TO 30 DEGREES AND TREES TO THE WEST AND
 DN7187'SOUTHWEST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN4985 ***********************************************************************
 DN4985  DESIGNATION -  COUDERAY S GPS
 DN4985  PID         -  DN4985
 DN4985  STATE/COUNTY-  WI/SAWYER
 DN4985  COUNTRY     -  US
 DN4985  USGS QUAD   -  WEIRGOR (2018)
 DN4985
 DN4985                         *CURRENT SURVEY CONTROL
 DN4985  ______________________________________________________________________
 DN4985* NAD 83(2011) POSITION- 45 44 18.92287(N) 091 21 29.89733(W)   ADJUSTED
 DN4985* NAD 83(2011) ELLIP HT-   420.149 (meters)        (04/15/13)   ADJUSTED
 DN4985* NAD 83(2011) EPOCH   -  2010.00
 DN4985* NAVD 88 ORTHO HEIGHT -   450.156 (meters)     1476.89  (feet) ADJUSTED
 DN4985  ______________________________________________________________________
 DN4985  GEOID HEIGHT    -        -30.007 (meters)                     GEOID18
 DN4985  NAD 83(2011) X  -   -105,710.219 (meters)                     COMP
 DN4985  NAD 83(2011) Y  - -4,458,214.867 (meters)                     COMP
 DN4985  NAD 83(2011) Z  -  4,545,317.227 (meters)                     COMP
 DN4985  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 DN4985  DYNAMIC HEIGHT  -        450.127 (meters)     1476.79  (feet) COMP
 DN4985  MODELED GRAVITY -    980,538.5   (mgal)                       NAVD 88
 DN4985
 DN4985  VERT ORDER      -  SECOND    CLASS I
 DN4985
 DN4985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN4985  Standards:
 DN4985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN4985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN4985  -------------------------------------------------------------------
 DN4985  NETWORK    0.61   1.20           0.28   0.21   0.61      0.07284040
 DN4985  -------------------------------------------------------------------
 DN4985  Click here for local accuracies and other accuracy information.
 DN4985
 DN4985.The horizontal coordinates were established by GPS observations
 DN4985.and adjusted by the National Geodetic Survey in April 2013.
 DN4985
 DN4985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN4985.been affixed to the stable North American tectonic plate. See 
 DN4985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN4985
 DN4985.The horizontal coordinates are valid at the epoch date displayed above
 DN4985.which is a decimal equivalence of Year/Month/Day.
 DN4985
 DN4985.The orthometric height was determined by differential leveling and
 DN4985.adjusted by the WI DEPT OF TRANSP
 DN4985.in May 2012.
 DN4985
 DN4985.No vertical observational check was made to the station.
 DN4985
 DN4985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4985.GEOID18 height accuracy estimate available here.
 DN4985
 DN4985.Click photographs - Photos may exist for this station.
 DN4985
 DN4985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4985
 DN4985.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN4985
 DN4985.The ellipsoidal height was determined by GPS observations
 DN4985.and is referenced to NAD 83.
 DN4985
 DN4985.The dynamic height is computed by dividing the NAVD 88
 DN4985.geopotential number by the normal gravity value computed on the
 DN4985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4985.degrees latitude (g = 980.6199 gals.).
 DN4985
 DN4985.The modeled gravity was interpolated from observed gravity values.
 DN4985
 DN4985. The following values were computed from the NAD 83(2011) position.
 DN4985
 DN4985;                    North         East     Units Scale Factor Converg.
 DN4985;SPC WI N     -    64,469.459   494,294.812   MT  0.99997324   -0 58 47.4
 DN4985;SPC WI N     -   211,513.55  1,621,698.90   sFT  0.99997324   -0 58 47.4
 DN4985;UTM  15      - 5,066,314.250   627,717.140   MT  0.99980054   +1 10 33.2
 DN4985
 DN4985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4985!SPC WI N     -   0.99993414  x   0.99997324  =   0.99990738
 DN4985!UTM  15      -   0.99993414  x   0.99980054  =   0.99973469
 DN4985
 DN4985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2771766314(NAD 83)
 DN4985
 DN4985                          SUPERSEDED SURVEY CONTROL
 DN4985
 DN4985  NAD 83(2007)-  45 44 18.92291(N)    091 21 29.89800(W) AD(2002.00) 1
 DN4985  ELLIP H (04/06/12)  420.181  (m)                       GP(2002.00) 1 1
 DN4985  NAVD 88             450.16   (m)         1476.9    (f) LEVELING    3  
 DN4985
 DN4985.Superseded values are not recommended for survey control.
 DN4985
 DN4985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN4985.See file dsdata.pdf to determine how the superseded data were derived.
 DN4985
 DN4985_MARKER: DD = SURVEY DISK
 DN4985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4985_STAMPING: COUDERAY S GPS 2006
 DN4985_MARK LOGO: WIDT
 DN4985_PROJECTION: FLUSH
 DN4985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4985+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2010
 DN4985
 DN4985  HISTORY     - Date     Condition        Report By
 DN4985  HISTORY     - 2005     MONUMENTED       WIDT
 DN4985  HISTORY     - 20100603 GOOD             WIDT
 DN4985
 DN4985                          STATION DESCRIPTION
 DN4985
 DN4985'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN4985'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY
 DN4985'HIGHWAY C APPROXIMATELY 6 MI (9.7 KM) NORTHWEST OF THE VILLAGE OF
 DN4985'EXELAND, GO NORTH ON COUNTY HIGHWAY C FOR 3.2 MI (5.1 KM) TO ECKEL
 DN4985'LANE RIGHT.  CONTINUE NORTH ON COUNTY HIGHWAY C FOR 0.45 MI (0.7 KM)
 DN4985'TO THE STATION ON THE LEFT.
 DN4985'
 DN4985'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN4985'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN4985'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN4985'GROUND AND APPROXIMATELY 1 M (3.3 FT) LOWER THAN THE HIGHWAY PAVEMENT.
 DN4985'THE STATION IS 11.0 M (36.1 FT) WEST OF THE CENTERLINE OF COUNTY
 DN4985'HIGHWAY C, 0.05 MI (0.1 KM) NORTH OF PRIVATE ENTRANCE '2862N', 50.0 M
 DN4985'(164.0 FT) SOUTH OF A FIELD ENTRANCE, 34.5 M (113.2 FT) SOUTHWEST OF A
 DN4985'POWER POLE, 32.0 M (105.0 FT) NORTHWEST OF AN ORANGE OVER WHITE
 DN4985''WARNING FIBER OPTIC CABLE ROUTE' POST AND IS 1 M (3.3 FT) FROM THREE
 DN4985'ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN4985'
 DN4985'NOTE-VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH,
 DN4985'SOUTH AND WEST EXTENDING TO 40 DEGREES AND TREES IN THE EAST QUADRANTS
 DN4985'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 AB8493 ***********************************************************************
 AB8493  DESIGNATION -  COUNTY F GPS 149
 AB8493  PID         -  AB8493
 AB8493  STATE/COUNTY-  WI/BURNETT
 AB8493  COUNTRY     -  US
 AB8493  USGS QUAD   -  LAKE CLAYTON (2019)
 AB8493
 AB8493                         *CURRENT SURVEY CONTROL
 AB8493  ______________________________________________________________________
 AB8493* NAD 83(2011) POSITION- 45 53 46.47036(N) 092 40 26.36893(W)   ADJUSTED
 AB8493* NAD 83(2011) ELLIP HT-   256.835 (meters)        (12/17/25)   ADJUSTED
 AB8493* NAD 83(2011) EPOCH   -  2010.00
 AB8493* NAVD 88 ORTHO HEIGHT -   283.584 (meters)      930.39  (feet) ADJUSTED
 AB8493  ______________________________________________________________________
 AB8493  GEOID HEIGHT    -        -26.767 (meters)                     GEOID18
 AB8493  NAD 83(2011) X  -   -207,456.041 (meters)                     COMP
 AB8493  NAD 83(2011) Y  - -4,441,945.706 (meters)                     COMP
 AB8493  NAD 83(2011) Z  -  4,557,413.134 (meters)                     COMP
 AB8493  LAPLACE CORR    -          5.65  (seconds)                    DEFLEC18
 AB8493  DYNAMIC HEIGHT  -        283.603 (meters)      930.45  (feet) COMP
 AB8493  MODELED GRAVITY -    980,673.9   (mgal)                       NAVD 88
 AB8493
 AB8493  VERT ORDER      -  SECOND    CLASS I
 AB8493
 AB8493  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8493  Standards:
 AB8493         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8493            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8493  -------------------------------------------------------------------
 AB8493  NETWORK    0.44   2.18           0.20   0.15   1.11     -0.03205250
 AB8493  -------------------------------------------------------------------
 AB8493  Click here for local accuracies and other accuracy information.
 AB8493
 AB8493.The horizontal coordinates were established by GPS observations
 AB8493.and adjusted by the WI DEPT OF TRANSP in December 2025.
 AB8493
 AB8493.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 AB8493.frame has been affixed to the stable North American tectonic plate 
 AB8493
 AB8493.The horizontal coordinates are valid at the epoch date displayed above
 AB8493.which is a decimal equivalence of Year/Month/Day.
 AB8493
 AB8493.The orthometric height was determined by differential leveling and
 AB8493.adjusted by the WI DEPT OF TRANSP
 AB8493.in May 2012.
 AB8493
 AB8493.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8493.GEOID18 height accuracy estimate available here.
 AB8493
 AB8493.Click photographs - Photos may exist for this station.
 AB8493
 AB8493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8493
 AB8493.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8493
 AB8493.The ellipsoidal height was determined by GPS observations
 AB8493.and is referenced to NAD 83.
 AB8493
 AB8493.The dynamic height is computed by dividing the NAVD 88
 AB8493.geopotential number by the normal gravity value computed on the
 AB8493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8493.degrees latitude (g = 980.6199 gals.).
 AB8493
 AB8493.The modeled gravity was interpolated from observed gravity values.
 AB8493
 AB8493. The following values were computed from the NAD 83(2011) position.
 AB8493
 AB8493;                    North         East     Units Scale Factor Converg.
 AB8493;SPC WI N     -    84,580.417   392,525.194   MT  0.99995652   -1 55 44.2
 AB8493;SPC WI N     -   277,494.25  1,287,809.74   sFT  0.99995652   -1 55 44.2
 AB8493;UTM  15      - 5,082,571.013   525,290.742   MT  0.99960786   +0 14 02.8
 AB8493
 AB8493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8493!SPC WI N     -   0.99995974  x   0.99995652  =   0.99991626
 AB8493!UTM  15      -   0.99995974  x   0.99960786  =   0.99956761
 AB8493
 AB8493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2529082571(NAD 83)
 AB8493
 AB8493                          SUPERSEDED SURVEY CONTROL
 AB8493
 AB8493  NAD 83(2011)-  45 53 46.47084(N)    092 40 26.37058(W) AD(2010.00) 0
 AB8493  ELLIP H (06/27/12)  256.825  (m)                       GP(2010.00)    
 AB8493  NAD 83(2007)-  45 53 46.47093(N)    092 40 26.37117(W) AD(2002.00) 0
 AB8493  ELLIP H (02/10/07)  256.864  (m)                       GP(2002.00)    
 AB8493  NAD 83(1997)-  45 53 46.47090(N)    092 40 26.37139(W) AD(       ) 1
 AB8493  ELLIP H (01/30/03)  256.898  (m)                       GP(       ) 4 1
 AB8493  NAD 83(1991)-  45 53 46.47067(N)    092 40 26.36943(W) AD(       ) 1
 AB8493  ELLIP H (12/09/96)  256.936  (m)                       GP(       ) 4 1
 AB8493  NAVD 88 (12/09/96)  283.6    (m)  GEOID93  model used  GPS OBS        
 AB8493
 AB8493.Superseded values are not recommended for survey control.
 AB8493
 AB8493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8493.See file dsdata.pdf to determine how the superseded data were derived.
 AB8493
 AB8493_MARKER: DD = SURVEY DISK
 AB8493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8493_STAMPING: COUNTY F GPS 149 1993
 AB8493_MARK LOGO: WI-013
 AB8493_PROJECTION: FLUSH
 AB8493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8493+STABILITY: SURFACE MOTION
 AB8493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8493+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2025
 AB8493
 AB8493  HISTORY     - Date     Condition        Report By
 AB8493  HISTORY     - 1993     MONUMENTED       WI-013
 AB8493  HISTORY     - 20091022 GOOD             WIDT
 AB8493  HISTORY     - 20250120 GOOD             DJHENK
 AB8493
 AB8493                          STATION DESCRIPTION
 AB8493
 AB8493'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8493'THE STATION IS LOCATED 25.9 KM (16.10 MI) NORTHWEST OF THE VILLAGE OF
 AB8493'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8493'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 13.7 KM (8.50 MI)
 AB8493'NORTH OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHEAST
 AB8493'QUARTER OF THE NORTHEAST QUARTER, SECTION 2, T39N, R19W, TOWN OF WEST
 AB8493'MARSHLAND.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG,
 AB8493'WISCONSIN (WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO
 AB8493'NORTH ON PINE STREET .68 KM (0.40 MI) TO MADISON AVENUE (A.K.A. MAIN
 AB8493'STREET) , GO WEST ALONG MADISON AVENUE .16 KM (0.10 MI) TO OAK STREET,
 AB8493'GO NORTH (RIGHT) ALONG OAK STREET .95 KM (0.60 MI) TO BENSON AVENUE,
 AB8493'GO EAST (RIGHT) ALONG BENSON AVENUE .16 KM (0.10 MI) TO COUNTY ROAD D,
 AB8493'GO NORTH ALONG COUNTY ROAD D .80 KM (0.50 MI) TO COUNTY ROAD F,
 AB8493'CONTINUE NORTH (STRAIGHT AHEAD) ALONG COUNTY ROAD F 11.3 KM (7.00 MI)
 AB8493'TO WHERE COUNTY ROAD F TURNS SHARPLY EAST (RIGHT) , CONTINUE ALONG
 AB8493'COUNTY ROAD F TO EAST .60 KM (0.35 MI) TO STATION LOCATED 60 FEET
 AB8493'(18.3 M) NORTH OF ROAD, 670 FEET (204.2 M) WEST OF EAST QUARTER CORNER
 AB8493'SECTION 2, T39N, R19W, 23 FEET (7.0 M) NORTH OF EAST/WEST POWER LINE.
 AB8493'FIBERGLASS WITNESS POST SET 3 FEET (0.9 M) SOUTH OF THE STATION.  THE
 AB8493'STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT FLUSH WITH
 AB8493'THE GROUND SURFACE.
 AB8493
 AB8493                          STATION RECOVERY (2009)
 AB8493
 AB8493'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 AB8493'RECOVERED IN GOOD CONDITION.
 AB8493'
 AB8493'NOTE-MARK IS 1 M (3.3 FT) FROM THREE WHITE PLASTIC T-POSTS SURROUNDING
 AB8493'THE STATION.
 AB8493
 AB8493                          STATION RECOVERY (2025)
 AB8493
 AB8493'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2025 (TSS)
 AB8493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1252 ***********************************************************************
 PN1252  DESIGNATION -  COUNTY LINE
 PN1252  PID         -  PN1252
 PN1252  STATE/COUNTY-  WI/PORTAGE
 PN1252  COUNTRY     -  US
 PN1252  USGS QUAD   -  IOLA (2018)
 PN1252
 PN1252                         *CURRENT SURVEY CONTROL
 PN1252  ______________________________________________________________________
 PN1252* NAD 83(1991) POSITION- 44 30 13.82832(N) 089 13 25.52349(W)   ADJUSTED
 PN1252* NAVD 88 ORTHO HEIGHT -   359.2   (meters)     1178.    (feet) VERTCON3
 PN1252  ______________________________________________________________________
 PN1252  GEOID HEIGHT    -        -36.218 (meters)                     GEOID18
 PN1252  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 PN1252  HORZ ORDER      -  SECOND
 PN1252
 PN1252.The horizontal coordinates were established by classical geodetic methods
 PN1252.and adjusted by the National Geodetic Survey in November 1991.
 PN1252
 PN1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1252
 PN1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1252.GEOID18 height accuracy estimate available here.
 PN1252
 PN1252.Click photographs - Photos may exist for this station.
 PN1252
 PN1252.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1252
 PN1252. The following values were computed from the NAD 83(1991) position.
 PN1252
 PN1252;                    North         East     Units Scale Factor Converg.
 PN1252;SPC WI C     -    74,800.510   661,726.946   MT  0.99996170   +0 32 51.7
 PN1252;SPC WI C     -   245,408.01  2,171,015.82   sFT  0.99996170   +0 32 51.7
 PN1252;UTM  16      - 4,930,241.057   323,227.131   MT  0.99998430   -1 33 33.0
 PN1252
 PN1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1252!SPC WI C     -   0.99994937  x   0.99996170  =   0.99991107
 PN1252!UTM  16      -   0.99994937  x   0.99998430  =   0.99993367
 PN1252
 PN1252:                Primary Azimuth Mark                     Grid Az
 PN1252:SPC WI C     -  IOLA MUNICIPAL WATER TANK                089 01 49.9
 PN1252:UTM  16      -  IOLA MUNICIPAL WATER TANK                091 08 14.6
 PN1252
 PN1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2322730241(NAD 83)
 PN1252
 PN1252|---------------------------------------------------------------------|
 PN1252| PID    Reference Object                     Distance      Geod. Az  |
 PN1252|                                                           dddmmss.s |
 PN1252| CS5139 COUNTY LINE RM 1                     39.671 METERS 08932     |
 PN1252| CS5143 IOLA MUNICIPAL WATER TANK                          0893441.6 |
 PN1252| CS5140 COUNTY LINE RM 2                     31.818 METERS 34257     |
 PN1252|---------------------------------------------------------------------|
 PN1252
 PN1252                          SUPERSEDED SURVEY CONTROL
 PN1252
 PN1252  NAD 83(1986)-  44 30 13.82682(N)    089 13 25.53151(W) AD(       ) 2
 PN1252  NGVD 29 (01/14/91)  359.2    (m)         1178.     (f) VERT ANG       
 PN1252
 PN1252.Superseded values are not recommended for survey control.
 PN1252
 PN1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1252.See file dsdata.pdf to determine how the superseded data were derived.
 PN1252
 PN1252_MARKER: DE = TRAVERSE STATION DISK
 PN1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1252_STAMPING: COUNTY LINE 1979
 PN1252_MARK LOGO: WIHD
 PN1252_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1252+STABILITY: SURFACE MOTION
 PN1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN1252+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004
 PN1252
 PN1252  HISTORY     - Date     Condition        Report By
 PN1252  HISTORY     - 1979     MONUMENTED       WIDT
 PN1252  HISTORY     - 19950904 GOOD             USPSQD
 PN1252  HISTORY     - 20040111 GOOD             USPSQD
 PN1252
 PN1252                          STATION DESCRIPTION
 PN1252
 PN1252'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1252'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF ROSHOLT, 4.5 MILES
 PN1252'WEST OF IOLA, AND 4 MILES EAST OF NELSON VILLE ON RIGHT OF WAY OF
 PN1252'STH 161.
 PN1252'
 PN1252'TO REACH THE STATION FROM THE INTERSECTION OF STH 161 AND STH 49 IN
 PN1252'IOLA, GO WEST ON STH 161 FOR 4.5 MILES TO THE PORTAGE AND WAUPACA
 PN1252'COUNTY LINE.  THE STATION IS ON THE LEFT AND SOUTH SIDE OF THE HIGHWAY
 PN1252'ABOUT 135 FEET WEST OF THE COUNTY LINE.
 PN1252'
 PN1252'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---COUNTY LINE
 PN1252'1979---.  THE SURFACE DISK IS SET IN THE TOP OF A 13 INCH CYLINDRICAL
 PN1252'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 132.5
 PN1252'FEET WEST OF A WOODEN RIGHT OF WAY POST, 54 FEET EAST SOUTHEAST OF A
 PN1252'POWER POLE, 50 FEET SOUTH OF THE CENTERLINE OF STH 161, AND 1.9 FEET
 PN1252'NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 PN1252'IRREGULAR MASS OF CONCRETE 4.9 FEET BELOW GROUND.
 PN1252'
 PN1252'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---COUNTY LINE RM 1
 PN1252'1979---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1252'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 130 FEET EAST OF A METAL
 PN1252'WITNESS POST, 50 FEET SOUTH OF THE CENTERLINE OF STH 161, 4.5 FEET
 PN1252'WEST OF A FENCE CORNER, AND 2 FEET WEST OF A WOODEN RIGHT OF WAY POST.
 PN1252'
 PN1252'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---COUNTY LINE RM 2
 PN1252'1979---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1252'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 106 FEET NORTH NORTHWEST OF A
 PN1252'METAL WITNESS POST, 50 FEET NORTH OF THE CENTERLINE OF STH 161, 10.5
 PN1252'FEET SOUTH SOUTHEAST OF A WOODEN RIGHT OF WAY POST, AND 2.5 FEET EAST
 PN1252'OF A WOODEN RIGHT OF WAY POST.
 PN1252'
 PN1252'THE STATION, IOLA MUNICIPAL WATER TANK, IS THE APEX OF A VENT ATOP THE
 PN1252'TANK.  THE TANK IS ABOUT 80 FEET TALL AND IS PAINTED BLUE AND WHITE.
 PN1252'IT IS LOCATED ON THE HIGHEST HILL IN THE SOUTHWEST SECTION OF IOLA
 PN1252'ABOUT 400 FEET SOUTH OF WEST IOLA STREET AND ABOUT 250 FEET SOUTHWEST
 PN1252'OF THE SOUTH END OF SUMMIT STREET.  THIS LANDMARK STATION IS NOT TO BE
 PN1252'POSITIONED BUT IS ONLY TO BE USED FOR AZIMUTH CONTROL FROM STATION
 PN1252'COUNTY LINE WIDT.
 PN1252'
 PN1252'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.42 METERS.
 PN1252
 PN1252                          STATION RECOVERY (1995)
 PN1252
 PN1252'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1252'RECOVERED IN GOOD CONDITION.
 PN1252
 PN1252                          STATION RECOVERY (2004)
 PN1252
 PN1252'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1252'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  ADD--
 PN1252'THE STATION IS ABOUT 54 FEET EAST-SOUTHEAST OF UTILITY POLE --23-10-1
 PN1252'49/50--.
 PN1252'REFERENCE MARK 1 IS ABOUT 21 FEET SOUTH OF THE -WAUPACA COUNTY-
 PN1252'SOUTHERNMOST SIGN POST, 18 FEET WEST OF THE CENTERLINE OF A FIELD
 PN1252'ENTRANCE, 11.2 FEET SOUTH OF UTILITY POLE NUMBER --23-11-6-0/50--, AND
 PN1252'2 FEET WEST OF A METAL R/W POST.
 PN1252'REFERENCE MARK 2 IS ABOUT 52 FEET NORTHEAST OF A -WEST 161- SIGN POST,
 PN1252'10.5 FEET SOUTH-SOUTHEAST OF A METAL R/W SIGN POST, AND 2 FEET EAST OF
 PN1252'A METAL R/W SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DE7708 ***********************************************************************
 DE7708  DESIGNATION -  COUNTY LINE
 DE7708  PID         -  DE7708
 DE7708  STATE/COUNTY-  WI/OZAUKEE
 DE7708  COUNTRY     -  US
 DE7708  USGS QUAD   -  MENOMONEE FALLS (2018)
 DE7708
 DE7708                         *CURRENT SURVEY CONTROL
 DE7708  ______________________________________________________________________
 DE7708* NAD 83(1986) POSITION- 43 11 34.06   (N) 088 00 14.57   (W)   HD_HELD1
 DE7708* NAVD 88 ORTHO HEIGHT -   208.479 (meters)      683.98  (feet) ADJUSTED
 DE7708  ______________________________________________________________________
 DE7708  GEOID HEIGHT    -        -35.097 (meters)                     GEOID18
 DE7708  DYNAMIC HEIGHT  -        208.427 (meters)      683.81  (feet) COMP
 DE7708  MODELED GRAVITY -    980,367.5   (mgal)                       NAVD 88
 DE7708
 DE7708  VERT ORDER      -  SECOND    CLASS I
 DE7708
 DE7708.The horizontal coordinates were determined by differentially corrected
 DE7708.hand held GPS observations or other comparable positioning techniques
 DE7708.and have an estimated accuracy of +/- 3 meters.
 DE7708
 DE7708.The orthometric height was determined by differential leveling and
 DE7708.adjusted by the WI DEPT OF TRANSP
 DE7708.in May 2012.
 DE7708
 DE7708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7708.GEOID18 height accuracy estimate available here.
 DE7708
 DE7708.Click photographs - Photos may exist for this station.
 DE7708
 DE7708.The dynamic height is computed by dividing the NAVD 88
 DE7708.geopotential number by the normal gravity value computed on the
 DE7708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7708.degrees latitude (g = 980.6199 gals.).
 DE7708
 DE7708.The modeled gravity was interpolated from observed gravity values.
 DE7708
 DE7708;                    North         East    Units  Estimated Accuracy
 DE7708;SPC WI S     -   134,449.3     762,216.8     MT  (+/- 3 meters HH1 GPS) 
 DE7708
 DE7708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1841782713(NAD 83)
 DE7708
 DE7708                          SUPERSEDED SURVEY CONTROL
 DE7708
 DE7708  NAVD 88 (04/20/07)  208.452  (m)          683.90   (f) SUPERSEDED  2 1
 DE7708  NAVD 88 (05/16/03)  208.460  (m)          683.92   (f) SUPERSEDED  2 1
 DE7708
 DE7708.Superseded values are not recommended for survey control.
 DE7708
 DE7708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7708.See file dsdata.pdf to determine how the superseded data were derived.
 DE7708
 DE7708_MARKER: DD = SURVEY DISK
 DE7708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7708_STAMPING: COUNTY LINE
 DE7708_MARK LOGO: WI-089
 DE7708_PROJECTION: FLUSH
 DE7708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7708+STABILITY: SURFACE MOTION
 DE7708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7708+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2019
 DE7708
 DE7708  HISTORY     - Date     Condition        Report By
 DE7708  HISTORY     - 1990     MONUMENTED       WI-089
 DE7708  HISTORY     - 20010508 GOOD             WIDT
 DE7708  HISTORY     - 20031109 GOOD             USPSQD
 DE7708  HISTORY     - 20060601 GOOD             WIDT
 DE7708  HISTORY     - 20190924 GOOD             WIDT
 DE7708
 DE7708                          STATION DESCRIPTION
 DE7708
 DE7708'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7708'THE STATION IS LOCATED ABOUT 9 KM SOUTHEAST OF GERMANTOWN AND 5 KM
 DE7708'SOUTHWEST OF MEQUON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7708'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DE7708'HIGHWAY 100 (BROWN DEER ROAD) WITH STATE HIGHWAY 181 (WAUWATOSA ROAD)
 DE7708'ABOUT 7 KM SOUTHWEST OF THE CITY OF MEQUON, GO NORTH ON STATE HIGHWAY
 DE7708'181 (WAUWATOSA ROAD) FOR 1.6 KM TO COUNTY LINE ROAD AND THE STATIONON
 DE7708'THE LEFT.  THE STATION IS A BRONZE CITY OF MEQUON HIGH PRECISION GPS
 DE7708'STATION DISK SET IN THE TOP OF A 50-CM DIAMETER CONCRETE POST SET TO
 DE7708'A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DE7708'IS 11.2 M WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF WAUWATOSA
 DE7708'ROAD, 33.3 M NORTHEAST OF A WOOD POST FOR A --WEIGHT LIMIT 6 TONS--
 DE7708'SIGN, 21.4 M SOUTH OF UTILITY POLE --E65-13606 45-3--, 21.2 M NORTH
 DE7708'OF THE CENTERLINE OF THE EASTBOUND LANES OF COUNTY LINE ROAD, AND 0.4
 DE7708'M EAST OF AN ORANGE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 DE7708'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7708'HORIZON EXCEPT FOR A POWER POLE TO THE SOUTHWEST EXTENDING TO 52
 DE7708'DEGREES, A STOP LIGHT TO THE SOUTHEAST EXTENDING TO 32 DEGREES, POWER
 DE7708'LINES FROM THE EAST TO THE WEST EXTENDING TO 54 DEGREES, AND POWER
 DE7708'LINES FROM THE NORTH TO THE SOUTH EXTENDING TO 64 DEGREES.
 DE7708
 DE7708                          STATION RECOVERY (2003)
 DE7708
 DE7708'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7708'RECOVERED IN GOOD CONDITION.
 DE7708
 DE7708                          STATION RECOVERY (2006)
 DE7708
 DE7708'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7708'RECOVERED IN GOOD CONDITION.
 DE7708
 DE7708                          STATION RECOVERY (2019)
 DE7708
 DE7708'RECOVERY NOTE BY WI DEPT OF TRANSP 2019 (EPS)
 DE7708'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1125 ***********************************************************************
 OM1125  DESIGNATION -  COUNTY SHERIFF RAD KSA 450 MST
 OM1125  PID         -  OM1125
 OM1125  STATE/COUNTY-  WI/COLUMBIA
 OM1125  COUNTRY     -  US
 OM1125  USGS QUAD   -  DURWARDS GLEN (2018)
 OM1125
 OM1125                         *CURRENT SURVEY CONTROL
 OM1125  ______________________________________________________________________
 OM1125* NAD 83(1991) POSITION- 43 29 35.89584(N) 089 31 11.17178(W)   ADJUSTED
 OM1125  ______________________________________________________________________
 OM1125  GEOID HEIGHT    -        -35.351 (meters)                     GEOID18
 OM1125  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 OM1125  HORZ ORDER      -  THIRD
 OM1125
 OM1125.The horizontal coordinates were established by classical geodetic methods
 OM1125.and adjusted by the National Geodetic Survey in November 1991.
 OM1125
 OM1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1125.GEOID18 height accuracy estimate available here.
 OM1125
 OM1125.Click photographs - Photos may exist for this station.
 OM1125
 OM1125.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1125
 OM1125. The following values were computed from the NAD 83(1991) position.
 OM1125
 OM1125;                    North         East     Units Scale Factor Converg.
 OM1125;SPC WI S     -   166,003.942   638,840.919   MT  0.99993383   +0 19 47.9
 OM1125;SPC WI S     -   544,631.27  2,095,930.58   sFT  0.99993383   +0 19 47.9
 OM1125;UTM  16      - 4,818,682.230   296,264.828   MT  1.00011060   -1 44 05.6
 OM1125
 OM1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9626418682(NAD 83)
 OM1125
 OM1125                          SUPERSEDED SURVEY CONTROL
 OM1125
 OM1125  NAD 83(1986)-  43 29 35.88872(N)    089 31 11.17770(W) AD(       ) 3
 OM1125  NAD 27      -  43 29 35.95200(N)    089 31 10.74200(W) AD(       ) 3
 OM1125
 OM1125.Superseded values are not recommended for survey control.
 OM1125
 OM1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1125.See file dsdata.pdf to determine how the superseded data were derived.
 OM1125
 OM1125_MARKER: 42 = RADIO/TV MAST
 OM1125
 OM1125  HISTORY     - Date     Condition        Report By
 OM1125  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1125
 OM1125                          STATION DESCRIPTION
 OM1125
 OM1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1125'THE STATION IS THE CENTER OF THE BASE OF THE MAST.  THE MAST
 OM1125'IS A FOUR LEGGED STEEL SELF SUPPORTING STRUCTURE PAINTED
 OM1125'IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE.
 OM1125'THE OVERALL HEIGHT OF THE MAST IS ABOUT 90 FEET.  THE MAST
 OM1125'IS OWNED AND OPERATED BY THE COLUMBIA COUNTY SHERIFFS OFFICE.
 OM1125'
 OM1125'THE MAST IS ON THE HIGHEST POINT OF A WOODED HILL ABOUT 10
 OM1125'MILES NORTHWEST OF POYNETTE AND ABOUT 5 MILES SOUTHWEST OF
 OM1125'PORTAGE.
 OM1125'
 OM1125'A TRAVERSE WAS MADE TO TRIANGULATION STATION ROWLEY AND THE
 OM1125'DISTANCE IS 42.02 FEET, 12.807 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM0985 ***********************************************************************
 OM0985  DESIGNATION -  COURTLAND
 OM0985  PID         -  OM0985
 OM0985  STATE/COUNTY-  WI/COLUMBIA
 OM0985  COUNTRY     -  US
 OM0985  USGS QUAD   -  RANDOLPH (2018)
 OM0985
 OM0985                         *CURRENT SURVEY CONTROL
 OM0985  ______________________________________________________________________
 OM0985* NAD 83(1991) POSITION- 43 30 02.66381(N) 089 06 42.17845(W)   ADJUSTED
 OM0985* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 OM0985  ______________________________________________________________________
 OM0985  GEOID HEIGHT    -        -35.433 (meters)                     GEOID18
 OM0985  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 OM0985  HORZ ORDER      -  SECOND
 OM0985
 OM0985.The horizontal coordinates were established by classical geodetic methods
 OM0985.and adjusted by the National Geodetic Survey in November 1991.
 OM0985
 OM0985.The orthometric height was scaled from a topographic map.
 OM0985
 OM0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM0985.GEOID18 height accuracy estimate available here.
 OM0985
 OM0985.Click photographs - Photos may exist for this station.
 OM0985
 OM0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM0985
 OM0985. The following values were computed from the NAD 83(1991) position.
 OM0985
 OM0985;                    North         East     Units Scale Factor Converg.
 OM0985;SPC WI S     -   167,100.763   671,834.466   MT  0.99993405   +0 36 37.2
 OM0985;SPC WI S     -   548,229.75  2,204,176.91   sFT  0.99993405   +0 36 37.2
 OM0985;UTM  16      - 4,818,589.704   329,279.719   MT  0.99995852   -1 27 14.3
 OM0985
 OM0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0985!SPC WI S     -   0.99995491  x   0.99993405  =   0.99988897
 OM0985!UTM  16      -   0.99995491  x   0.99995852  =   0.99991344
 OM0985
 OM0985:                Primary Azimuth Mark                     Grid Az
 OM0985:SPC WI S     -  COURTLAND AZ MK                          089 31 26.5
 OM0985:UTM  16      -  COURTLAND AZ MK                          091 35 18.0
 OM0985
 OM0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2927918589(NAD 83)
 OM0985
 OM0985|---------------------------------------------------------------------|
 OM0985| PID    Reference Object                     Distance      Geod. Az  |
 OM0985|                                                           dddmmss.s |
 OM0985| OM0984 CAMBRIA MUNICIPAL TANK              APPROX. 4.7 KM 0054134.4 |
 OM0985| OM0986 FRIESLAND MUNICIPAL TANK            APPROX.10.3 KM 0204043.2 |
 OM0985| OM0990 RANDOLPH ROCKWELL RANDOLPH TK       APPROX. 9.1 KM 0623805.9 |
 OM0985| OM0988 RANDOLPH MUNICIPAL TANK             APPROX. 9.3 KM 0633542.4 |
 OM0985| CI8458 COURTLAND AZ MK                                    0900803.7 |
 OM0985| CI8459 COURTLAND RM 1                       10.681 METERS 14307     |
 OM0985| CI8460 COURTLAND RM 2                        8.921 METERS 19638     |
 OM0985| OM1036 RIO MUNICIPAL TANK                  APPROX.12.4 KM 2393141.0 |
 OM0985| OM1109 WYOCENA RAD STA KSA 411 MAST        APPROX.16.4 KM 2663054.6 |
 OM0985| OM0997 PARDEEVILLE MUNICIPAL TANK          APPROX.15.5 KM 2845940.6 |
 OM0985|---------------------------------------------------------------------|
 OM0985
 OM0985                          SUPERSEDED SURVEY CONTROL
 OM0985
 OM0985  NAD 83(1986)-  43 30 02.65634(N)    089 06 42.18538(W) AD(       ) 2
 OM0985  NAD 27      -  43 30 02.70790(N)    089 06 41.77840(W) AD(       ) 2
 OM0985
 OM0985.Superseded values are not recommended for survey control.
 OM0985
 OM0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0985.See file dsdata.pdf to determine how the superseded data were derived.
 OM0985
 OM0985_MARKER: DS = TRIANGULATION STATION DISK
 OM0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0985_STAMPING: COURTLAND 1958
 OM0985_MARK LOGO: CGS
 OM0985_PROJECTION: RECESSED 36 CENTIMETERS
 OM0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0985+STABILITY: SURFACE MOTION
 OM0985
 OM0985  HISTORY     - Date     Condition        Report By
 OM0985  HISTORY     - 1958     MONUMENTED       CGS
 OM0985
 OM0985                          STATION DESCRIPTION
 OM0985
 OM0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0985'THE STATION IS ABOUT 7 MILES NORTHEAST OF RIO, AND 6 MILES
 OM0985'SOUTHWEST OF RANDOLPH ON A PROMINENT RIDGE ON THE PROPERTY
 OM0985'OF MR. J.W. WINGERS.  IT IS 31 FEET NORTH OF A FENCE CORNER,
 OM0985'31 FEET NORTHWEST OF AN EAST GATEPOST, 9 FEET EAST OF A WIRE
 OM0985'FENCE, AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 OM0985'MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED
 OM0985'COURTLAND 1958.
 OM0985'
 OM0985'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16
 OM0985'AND STATE HIGHWAY 146, ABOUT 5 MILES NORTHWEST OF COLUMBUS,
 OM0985'GO NORTH ON HIGHWAY 146 FOR 2.65 MILES TO A PAVED CROSSROAD
 OM0985'(COUNTY ROAD Z).  CONTINUE NORTH ON HIGHWAY 146 FOR 3.6
 OM0985'MILES TO A PAVED CROSSROAD (COUNTY ROAD G).  CONTINUE NORTH
 OM0985'ON HIGHWAY 146 FOR 1.0 MILE TO A PAVED T-ROAD.  TURN LEFT
 OM0985'AND GO WEST ON HIGHWAY 146 AND COUNTY ROAD A FOR 0.4 MILE
 OM0985'TO THEIR JUNCTION.  TURN RIGHT AND GO NORTH ON HIGHWAY 146
 OM0985'FOR 0.55 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND
 OM0985'GO WEST ON THE GRAVELED ROAD FOR 0.05 MILE TO THE AZIMUTH
 OM0985'MARK ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR
 OM0985'0.2 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT THROUGH
 OM0985'GATE AND GO NORTH ALONG A FENCE FOR 0.1 MILE TO A FENCE
 OM0985'CORNER.  TURN LEFT AND GO SOUTHWEST FOR 0.3 MILE TO TOP
 OM0985'OF RIDGE AND STATION.
 OM0985'
 OM0985'REFERENCE MARK 1 IS 10 FEET EAST OF AN EAST GATEPOST, 6 INCHES
 OM0985'NORTH OF AN EAST-WEST FENCE, AND 38 SOUTHEAST OF THE WHITE
 OM0985'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 OM0985'IS STAMPED COURTLAND NO 1 1958.
 OM0985'
 OM0985'REFERENCE MARK 2 IS 2 FEET NORTH OF A FENCE CORNER, 6 INCHES
 OM0985'EAST OF A NORTH-SOUTH FENCE, AND 25 FEET SOUTH OF THE WHITE
 OM0985'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0985'COURTHLAND NO 2 1958.
 OM0985'
 OM0985'THE AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 OM0985'ROAD, 9 FEET EAST OF THE CENTERLINE OF A FIELD DRIVEWAY,
 OM0985'1 FOOT WEST OF A FENCE CORNER, AND 2 FEET WEST OF A WHITE
 OM0985'WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 OM0985'STAMPED COURTLAND 1958.
 OM0985'
 OM0985'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5550 ***********************************************************************
 DH5550  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5550  DESIGNATION -  COURTLAND N GPS
 DH5550  PID         -  DH5550
 DH5550  STATE/COUNTY-  WI/COLUMBIA
 DH5550  COUNTRY     -  US
 DH5550  USGS QUAD   -  RANDOLPH (2018)
 DH5550
 DH5550                         *CURRENT SURVEY CONTROL
 DH5550  ______________________________________________________________________
 DH5550* NAD 83(2011) POSITION- 43 30 18.69832(N) 089 03 32.75688(W)   ADJUSTED
 DH5550* NAD 83(2011) ELLIP HT-   256.136 (meters)        (06/27/12)   ADJUSTED
 DH5550* NAD 83(2011) EPOCH   -  2010.00
 DH5550* NAVD 88 ORTHO HEIGHT -   291.56  (meters)      956.6   (feet) GPS OBS
 DH5550  ______________________________________________________________________
 DH5550  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5550  GEOID HEIGHT    -        -35.424 (meters)                     GEOID12A
 DH5550  GEOID HEIGHT    -        -35.424 (meters)                     GEOID18
 DH5550  NAD 83(2011) X  -     76,090.044 (meters)                     COMP
 DH5550  NAD 83(2011) Y  - -4,633,056.084 (meters)                     COMP
 DH5550  NAD 83(2011) Z  -  4,368,556.664 (meters)                     COMP
 DH5550  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 DH5550
 DH5550  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5550  Standards:
 DH5550         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5550            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5550  -------------------------------------------------------------------
 DH5550  NETWORK    0.37   0.55           0.17   0.13   0.28     -0.02917886
 DH5550  -------------------------------------------------------------------
 DH5550  Click here for local accuracies and other accuracy information.
 DH5550
 DH5550.The horizontal coordinates were established by GPS observations
 DH5550.and adjusted by the National Geodetic Survey in June 2012.
 DH5550
 DH5550.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5550.been affixed to the stable North American tectonic plate. See 
 DH5550.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5550
 DH5550.The horizontal coordinates are valid at the epoch date displayed above
 DH5550.which is a decimal equivalence of Year/Month/Day.
 DH5550
 DH5550.The orthometric height was determined by GPS observations and a
 DH5550.high-resolution geoid model using precise GPS observation and
 DH5550.processing techniques.
 DH5550
 DH5550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5550.GEOID18 height accuracy estimate available here.
 DH5550
 DH5550.Click photographs - Photos may exist for this station.
 DH5550
 DH5550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5550
 DH5550.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5550
 DH5550.The ellipsoidal height was determined by GPS observations
 DH5550.and is referenced to NAD 83.
 DH5550
 DH5550. The following values were computed from the NAD 83(2011) position.
 DH5550
 DH5550;                    North         East     Units Scale Factor Converg.
 DH5550;SPC WI S     -   167,642.223   676,083.791   MT  0.99993419   +0 38 47.4
 DH5550;SPC WI S     -   550,006.19  2,218,118.24   sFT  0.99993419   +0 38 47.4
 DH5550;UTM  16      - 4,818,977.751   333,545.857   MT  0.99994082   -1 25 04.3
 DH5550
 DH5550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5550!SPC WI S     -   0.99995984  x   0.99993419  =   0.99989403
 DH5550!UTM  16      -   0.99995984  x   0.99994082  =   0.99990066
 DH5550
 DH5550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3354518977(NAD 83)
 DH5550
 DH5550                          SUPERSEDED SURVEY CONTROL
 DH5550
 DH5550  NAD 83(2007)-  43 30 18.69837(N)    089 03 32.75773(W) AD(2002.00) 0
 DH5550  ELLIP H (02/10/07)  256.170  (m)                       GP(2002.00)    
 DH5550  NAD 83(1997)-  43 30 18.69829(N)    089 03 32.75801(W) AD(       ) 1
 DH5550  ELLIP H (08/01/05)  256.174  (m)                       GP(       ) 2 1
 DH5550  NAVD 88 (07/26/07)  291.52   (m)  GEOID03  model used  GPS OBS        
 DH5550
 DH5550.Superseded values are not recommended for survey control.
 DH5550
 DH5550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5550.See file dsdata.pdf to determine how the superseded data were derived.
 DH5550
 DH5550_MARKER: DD = SURVEY DISK
 DH5550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5550_STAMPING: COURTLAND N GPS 1994
 DH5550_MARK LOGO: WIDT
 DH5550_PROJECTION: FLUSH
 DH5550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5550+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 DH5550
 DH5550  HISTORY     - Date     Condition        Report By
 DH5550  HISTORY     - 1994     MONUMENTED       WI-021
 DH5550  HISTORY     - 20030807 GOOD             WIDT
 DH5550  HISTORY     - 20080505 GOOD             WIDT
 DH5550  HISTORY     - 20160912 GOOD             WIDT
 DH5550
 DH5550                          STATION DESCRIPTION
 DH5550
 DH5550'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5550'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5550'STATE  HIGHWAY 146 WITH COUNTY HIGHWAY A EAST ABOUT 4 MI SOUTHWEST OF
 DH5550'THE VILLAGE OF  RANDOLPH, GO NORTHEAST ON COUNTY HIGHWAY A EAST FOR
 DH5550'1.9 MI TO THE STATION ON THE LEFT.   THE STATION IS A BRONZE WISCONSIN
 DH5550'DEPARTMENT OF TRANSPORTATION GEODEDIC CONTROL  MARKER DISK SET IN THE
 DH5550'TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE  HIGHWAY
 DH5550'PAVEMENT.  THE STATION IS 8.6 M NORTH OF THE CENTERLINE OF COUNTY
 DH5550'HIGHWAY A  EAST, 39.6 M NORTHEAST OF POWER BOX --SP58--, 4 M SOUTH OF
 DH5550'A CULTIVATED FIELD, 0.4 M  SOUTH OF A WHITE PLASTIC WITNESS POST AND
 DH5550'1.0 M NORTH, SOUTHEAST, SOUTHWEST OF THREE  ORANGE 4X4 PLASTIC WITNESS
 DH5550'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING
 DH5550'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH5550
 DH5550                          STATION RECOVERY (2008)
 DH5550
 DH5550'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (DRB)
 DH5550'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.69 MILE SOUTHWEST
 DH5550'OF JUNG ROAD, 47.0 M NORTHEAST OF TELEPHONE PEDESTAL --C5 26--, 43.0 M
 DH5550'NORTHEAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W1155--,
 DH5550'AND 8.9 M NORTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE.  ---NOTE---
 DH5550'THE POWER BOX DESCRIBED IN THE 2003 DESCRIPTION IS NUMBERED
 DH5550'--T17611--.
 DH5550
 DH5550                          STATION RECOVERY (2016)
 DH5550
 DH5550'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DH5550'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0193 ***********************************************************************
 QM0193  DESIGNATION -  COX
 QM0193  PID         -  QM0193
 QM0193  STATE/COUNTY-  WI/ONEIDA
 QM0193  COUNTRY     -  US
 QM0193  USGS QUAD   -  MOEN LAKE (2018)
 QM0193
 QM0193                         *CURRENT SURVEY CONTROL
 QM0193  ______________________________________________________________________
 QM0193* NAD 83(1991) POSITION- 45 40 12.91443(N) 089 20 04.99075(W)   ADJUSTED
 QM0193* NAVD 88 ORTHO HEIGHT -   480.495 (meters)     1576.42  (feet) ADJUSTED
 QM0193  ______________________________________________________________________
 QM0193  GEOID HEIGHT    -        -32.222 (meters)                     GEOID18
 QM0193  LAPLACE CORR    -         -6.62  (seconds)                    DEFLEC18
 QM0193  DYNAMIC HEIGHT  -        480.467 (meters)     1576.33  (feet) COMP
 QM0193  MODELED GRAVITY -    980,542.2   (mgal)                       NAVD 88
 QM0193
 QM0193  HORZ ORDER      -  FIRST
 QM0193  VERT ORDER      -  FIRST     CLASS II
 QM0193
 QM0193.The horizontal coordinates were established by classical geodetic methods
 QM0193.and adjusted by the National Geodetic Survey in November 1991.
 QM0193
 QM0193.The orthometric height was determined by differential leveling and
 QM0193.adjusted by the NATIONAL GEODETIC SURVEY
 QM0193.in June 1991.
 QM0193
 QM0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0193.GEOID18 height accuracy estimate available here.
 QM0193
 QM0193.Click photographs - Photos may exist for this station.
 QM0193
 QM0193.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0193
 QM0193.The dynamic height is computed by dividing the NAVD 88
 QM0193.geopotential number by the normal gravity value computed on the
 QM0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0193.degrees latitude (g = 980.6199 gals.).
 QM0193
 QM0193.The modeled gravity was interpolated from observed gravity values.
 QM0193
 QM0193. The following values were computed from the NAD 83(1991) position.
 QM0193
 QM0193;                    North         East     Units Scale Factor Converg.
 QM0193;SPC WI N     -    56,187.645   651,838.585   MT  0.99998281   +0 28 47.7
 QM0193;SPC WI N     -   184,342.30  2,138,573.76   sFT  0.99998281   +0 28 47.7
 QM0193;UTM  16      - 5,060,062.620   318,147.479   MT  1.00000659   -1 40 14.0
 QM0193
 QM0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0193!SPC WI N     -   0.99992973  x   0.99998281  =   0.99991254
 QM0193!UTM  16      -   0.99992973  x   1.00000659  =   0.99993632
 QM0193
 QM0193:                Primary Azimuth Mark                     Grid Az
 QM0193:SPC WI N     -  ROOSEVELT                                078 17 32.5
 QM0193:UTM  16      -  ROOSEVELT                                080 26 34.2
 QM0193
 QM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1814760062(NAD 83)
 QM0193
 QM0193|---------------------------------------------------------------------|
 QM0193| PID    Reference Object                     Distance      Geod. Az  |
 QM0193|                                                           dddmmss.s |
 QM0193| QM0194 ROOSEVELT                           APPROX. 2.1 KM 0784620.2 |
 QM0193|---------------------------------------------------------------------|
 QM0193
 QM0193                          SUPERSEDED SURVEY CONTROL
 QM0193
 QM0193  NAD 83(1986)-  45 40 12.90692(N)    089 20 04.98743(W) AD(       ) 1
 QM0193  NAD 27      -  45 40 13.06500(N)    089 20 04.51700(W) AD(       ) 1
 QM0193  USSD        -  45 40 13.20600(N)    089 20 04.34400(W) AD(       ) 3
 QM0193  NGVD 29 (??/??/92)  480.482  (m)         1576.38   (f) ADJ UNCH    1 2
 QM0193  NGVD 29             480.48   (m)         1576.4    (f) LEVELING    3  
 QM0193
 QM0193.Superseded values are not recommended for survey control.
 QM0193
 QM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0193.See file dsdata.pdf to determine how the superseded data were derived.
 QM0193
 QM0193_MARKER: DS = TRIANGULATION STATION DISK
 QM0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0193_STAMPING: COX 1921
 QM0193_MARK LOGO: CGS
 QM0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0193+STABILITY: SURFACE MOTION
 QM0193
 QM0193  HISTORY     - Date     Condition        Report By
 QM0193  HISTORY     - 1921     MONUMENTED       CGS
 QM0193  HISTORY     - 1922     GOOD             CGS
 QM0193  HISTORY     - 1934     GOOD             CGS
 QM0193  HISTORY     - 1952     GOOD             CGS
 QM0193  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0193
 QM0193                          STATION DESCRIPTION
 QM0193
 QM0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0193'STATION IS ABOUT 1 MILE W OF ROOSEVELT, ON THE EXTENSION OF
 QM0193'THE N RAIL FROM THE W, 75 METERS E OF THE POINT OF TANGENCY,
 QM0193'100 METERS E OF THE RAILROAD CULVERT 221 P, AND 5.895 METERS
 QM0193'(19.35 FEET) N OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0193'MARIE RAILWAY.
 QM0193'
 QM0193'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 QM0193'IN CONCRETE.
 QM0193'
 QM0193'UNDERGROUND MARK IS A REFERENCE MARK DISK SET IN CONCRETE.
 QM0193
 QM0193                          STATION RECOVERY (1922)
 QM0193
 QM0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0193'1.3 MI W FROM ROOSEVELT.
 QM0193'ABOUT ONE MILE WEST OF ROOSEVELT, ON THE EXTENSION OF THE NORTH
 QM0193'RAIL FROM THE WEST, 75 METERS EAST OF THE P.TR.  100 METERS
 QM0193'EAST OF R.R. CULVERT 221P, AND 5.895 M (19.35 FT.) NORTH OF
 QM0193'THE NORTH RAIL OF THE M. ST. P. AND S. S. M. RY.
 QM0193
 QM0193                          STATION RECOVERY (1934)
 QM0193
 QM0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0193'RECOVERED IN GOOD CONDITION.
 QM0193
 QM0193                          STATION RECOVERY (1952)
 QM0193
 QM0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0193'STATION MARK RECOVERED IN GOOD CONDITION.  IT IS 19.2 FEET
 QM0193'N OF N RAIL, 40 PACES E OF ROAD CROSSING.  THE BRIDGE PREVIOUSLY
 QM0193'MENTIONED IS NOW 221.28.
 QM0193'
 QM0193'THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION, SLIGHTLY
 QM0193'COVERED OVER WITH DIRT.
 QM0193
 QM0193                          STATION RECOVERY (1985)
 QM0193
 QM0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0193'THERE HAS BEEN GRADING AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5910 ***********************************************************************
 DN5910  DESIGNATION -  COZY CORNER GPS
 DN5910  PID         -  DN5910
 DN5910  STATE/COUNTY-  WI/DOUGLAS
 DN5910  COUNTRY     -  US
 DN5910  USGS QUAD   -  DAIRYLAND (2019)
 DN5910
 DN5910                         *CURRENT SURVEY CONTROL
 DN5910  ______________________________________________________________________
 DN5910* NAD 83(2011) POSITION- 46 09 36.71054(N) 092 14 17.62505(W)   ADJUSTED
 DN5910* NAD 83(2011) ELLIP HT-   296.517 (meters)        (05/27/14)   ADJUSTED
 DN5910* NAD 83(2011) EPOCH   -  2010.00
 DN5910* NAVD 88 ORTHO HEIGHT -   322.882 (meters)     1059.32  (feet) ADJUSTED
 DN5910  ______________________________________________________________________
 DN5910  GEOID HEIGHT    -        -26.377 (meters)                     GEOID18
 DN5910  NAD 83(2011) X  -   -172,843.625 (meters)                     COMP
 DN5910  NAD 83(2011) Y  - -4,422,322.907 (meters)                     COMP
 DN5910  NAD 83(2011) Z  -  4,577,812.854 (meters)                     COMP
 DN5910  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 DN5910  DYNAMIC HEIGHT  -        322.917 (meters)     1059.44  (feet) COMP
 DN5910  MODELED GRAVITY -    980,712.4   (mgal)                       NAVD 88
 DN5910
 DN5910  VERT ORDER      -  SECOND    CLASS I
 DN5910
 DN5910  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5910  Standards:
 DN5910         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5910            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5910  -------------------------------------------------------------------
 DN5910  NETWORK    0.58   0.92           0.26   0.21   0.47      0.14425587
 DN5910  -------------------------------------------------------------------
 DN5910  Click here for local accuracies and other accuracy information.
 DN5910
 DN5910.The horizontal coordinates were established by GPS observations
 DN5910.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DN5910
 DN5910.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5910.been affixed to the stable North American tectonic plate. See 
 DN5910.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5910
 DN5910.The horizontal coordinates are valid at the epoch date displayed above
 DN5910.which is a decimal equivalence of Year/Month/Day.
 DN5910
 DN5910.The orthometric height was determined by differential leveling and
 DN5910.adjusted by the WI DEPT OF TRANSP
 DN5910.in May 2012.
 DN5910
 DN5910.No vertical observational check was made to the station.
 DN5910
 DN5910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5910.GEOID18 height accuracy estimate available here.
 DN5910
 DN5910.Click photographs - Photos may exist for this station.
 DN5910
 DN5910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5910
 DN5910.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5910
 DN5910.The ellipsoidal height was determined by GPS observations
 DN5910.and is referenced to NAD 83.
 DN5910
 DN5910.The dynamic height is computed by dividing the NAVD 88
 DN5910.geopotential number by the normal gravity value computed on the
 DN5910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5910.degrees latitude (g = 980.6199 gals.).
 DN5910
 DN5910.The modeled gravity was interpolated from observed gravity values.
 DN5910
 DN5910. The following values were computed from the NAD 83(2011) position.
 DN5910
 DN5910;                    North         East     Units Scale Factor Converg.
 DN5910;SPC WI N     -   112,860.872   427,152.755   MT  0.99994535   -1 36 52.5
 DN5910;SPC WI N     -   370,277.71  1,401,417.00   sFT  0.99994535   -1 36 52.5
 DN5910;UTM  15      - 5,112,128.787   558,815.149   MT  0.99964252   +0 32 58.1
 DN5910
 DN5910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5910!SPC WI N     -   0.99995352  x   0.99994535  =   0.99989887
 DN5910!UTM  15      -   0.99995352  x   0.99964252  =   0.99959606
 DN5910
 DN5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5881512128(NAD 83)
 DN5910
 DN5910                          SUPERSEDED SURVEY CONTROL
 DN5910
 DN5910.No superseded survey control is available for this station.
 DN5910
 DN5910_MARKER: DD = SURVEY DISK
 DN5910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5910_STAMPING: COZY CORNER GPS 2010
 DN5910_MARK LOGO: WIDT
 DN5910_PROJECTION: FLUSH
 DN5910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5910+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2012
 DN5910
 DN5910  HISTORY     - Date     Condition        Report By
 DN5910  HISTORY     - 2010     MONUMENTED       WI-013
 DN5910  HISTORY     - 20120205 GOOD             WIDT
 DN5910
 DN5910                          STATION DESCRIPTION
 DN5910
 DN5910'DESCRIBED BY WI DEPT OF TRANSP 2012 (EPS)
 DN5910'THE STATION IS LOCATED 24.2 MI (38.9 KM) SOUTHEAST OF SOLON SPRINGS,
 DN5910'20.1 MI (32.3 KM) WEST-NORTHWEST OF MINONG AND 11.9 MI (19.1 KM)
 DN5910'NORTHEAST OF DANBURY.
 DN5910'
 DN5910'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH
 DN5910'COUNTY HIGHWAY WEST ABOUT 12 MI (19.3 KM) NORTHEAST OF THE
 DN5910'THE STATION ON THE RIGHT.
 DN5910'
 DN5910'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5910'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM
 DN5910'(16 INCH) DIAMETER CONCRETE POST 8.0 FT (2.4 M) DEEP, FLUSH WITH THE
 DN5910'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 DN5910'PAVEMENT.
 DN5910'
 DN5910'THE STATION IS 18.3 M (60.0 FT) WEST OF THE CENTERLINE OF STATE
 DN5910'HIGHWAY 35, 52 M (170.6 FT) NORTH OF THE EXTENDED CENTER OF A PRIVATE
 DN5910'DRIVE '16738 S', 46 M (150.9 FT) SOUTH OF THE CENTER OF A PRIVATE
 DN5910'DRIVE '16713 S', 5.3 M (17.4 FT) SOUTH OF A TELEPHONE JUNCTION BOX
 DN5910''A10 11' AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DN5910'ORANGE 4X4 GUARD POSTS.
 DN5910'
 DN5910'NOTE-THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5910'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE WEST EXTENDING
 DN5910'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RL1630 ***********************************************************************
 RL1630  DESIGNATION -  CRAB LAKE LOT
 RL1630  PID         -  RL1630
 RL1630  STATE/COUNTY-  WI/VILAS
 RL1630  COUNTRY     -  US
 RL1630  USGS QUAD   -  PRESQUE ISLE (2018)
 RL1630
 RL1630                         *CURRENT SURVEY CONTROL
 RL1630  ______________________________________________________________________
 RL1630* NAD 83(1991) POSITION- 46 12 42.53410(N) 089 44 34.54137(W)   ADJUSTED
 RL1630* NAVD 88 ORTHO HEIGHT -   549.    (meters)     1801.    (feet) SCALED
 RL1630  ______________________________________________________________________
 RL1630  GEOID HEIGHT    -        -30.845 (meters)                     GEOID18
 RL1630  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 RL1630  HORZ ORDER      -  THIRD
 RL1630
 RL1630.The horizontal coordinates were established by classical geodetic methods
 RL1630.and adjusted by the National Geodetic Survey in November 1991.
 RL1630
 RL1630.The orthometric height was scaled from a topographic map.
 RL1630
 RL1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 RL1630.GEOID18 height accuracy estimate available here.
 RL1630
 RL1630.Click photographs - Photos may exist for this station.
 RL1630
 RL1630.The Laplace correction was computed from DEFLEC18 derived deflections.
 RL1630
 RL1630. The following values were computed from the NAD 83(1991) position.
 RL1630
 RL1630;                    North         East     Units Scale Factor Converg.
 RL1630;SPC WI N     -   116,194.642   619,836.396   MT  0.99994564   +0 11 07.6
 RL1630;SPC WI N     -   381,215.25  2,033,579.91   sFT  0.99994564   +0 11 07.6
 RL1630;UTM  16      - 5,121,239.415   288,423.953   MT  1.00015031   -1 58 51.1
 RL1630
 RL1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1630!SPC WI N     -   0.99991878  x   0.99994564  =   0.99986442
 RL1630!UTM  16      -   0.99991878  x   1.00015031  =   1.00006908
 RL1630
 RL1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8842321239(NAD 83)
 RL1630
 RL1630                          SUPERSEDED SURVEY CONTROL
 RL1630
 RL1630  NAD 83(1986)-  46 12 42.53012(N)    089 44 34.53757(W) AD(       ) 3
 RL1630  NAD 27      -  46 12 42.71100(N)    089 44 33.98300(W) AD(       ) 3
 RL1630
 RL1630.Superseded values are not recommended for survey control.
 RL1630
 RL1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1630.See file dsdata.pdf to determine how the superseded data were derived.
 RL1630
 RL1630_MARKER: 57 = LOOKOUT TOWER
 RL1630
 RL1630  HISTORY     - Date     Condition        Report By
 RL1630  HISTORY     - 1952     FIRST OBSERVED   CGS
 RL1630
 RL1630                          STATION DESCRIPTION
 RL1630
 RL1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1630'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF MANITOWISH
 RL1630'WATERS, 8 MILES NORTHWEST OF BOULDER JUNCTION, 3 MILES
 RL1630'SOUTH-SOUTHWEST OF WINEGAR AND AT THE SITE OF THE CRAB LAKE
 RL1630'LOOKOUT TOWER.
 RL1630'
 RL1630'TO REACH THE STATION FROM THE JUNCTION OF STATE FOREST ROAD
 RL1630'W AND STATE FOREST ROAD B AT THE SOUTH EDGE OF WINEGAR, GO EAST
 RL1630'ON STATE FOREST ROAD B FOR 0.4 MILE TO A SIDE ROAD RIGHT,
 RL1630'TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.6 MILE TO
 RL1630'A Y, TAKE THE RIGHT FORK AND FOLLOW THE GRAVEL ROAD FOR 2.0
 RL1630'MILES TO A Y, TAKE THE RIGHT FORK AND GO 0.6 MILE TO A SMALL
 RL1630'LOGGING CAMP ON THE RIGHT, TURN RIGHT, PASS TO THE LEFT OF
 RL1630'THE HOUSE AND TAKE THE RIGHT FORK 50 FEET NORTHWEST OF THE
 RL1630'HOUSE, FOLLOW THE TRACK ROAD FOR 0.5 MILE TO THE TOP OF A HILL
 RL1630'AND THE LOOKOUT TOWER ABOUT 30 YARDS TO THE LEFT.
 RL1630'
 RL1630'THE STATION IS THE CRAB LAKE LOOKOUT TOWER WHICH IS A 4 LEGGED STEEL
 RL1630'STRUCTURE ABOUT 85 FEET HIGH WITH AN OBSERVATION PLATFORM ON THE TOP
 RL1630'AND ANOTHER PLATFORM ABOUT 12 FEET LOWER.
 RL1630'
 RL1630'A MARK STAMPED CRAB 1952 IS SET IN THE BASE OF THE TOWER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1107 ***********************************************************************
 PN1107  DESIGNATION -  CRAN
 PN1107  PID         -  PN1107
 PN1107  STATE/COUNTY-  WI/JUNEAU
 PN1107  COUNTRY     -  US
 PN1107  USGS QUAD   -  ARKDALE NW (2018)
 PN1107
 PN1107                         *CURRENT SURVEY CONTROL
 PN1107  ______________________________________________________________________
 PN1107* NAD 83(1991) POSITION- 44 14 24.34110(N) 089 59 41.59425(W)   ADJUSTED
 PN1107* NAVD 88 ORTHO HEIGHT -   313.4   (meters)     1028.    (feet) VERTCON3
 PN1107  ______________________________________________________________________
 PN1107  GEOID HEIGHT    -        -35.024 (meters)                     GEOID18
 PN1107  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 PN1107  HORZ ORDER      -  FIRST
 PN1107
 PN1107.The horizontal coordinates were established by classical geodetic methods
 PN1107.and adjusted by the National Geodetic Survey in November 1991.
 PN1107
 PN1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1107
 PN1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1107.GEOID18 height accuracy estimate available here.
 PN1107
 PN1107.Click photographs - Photos may exist for this station.
 PN1107
 PN1107.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1107
 PN1107. The following values were computed from the NAD 83(1991) position.
 PN1107
 PN1107;                    North         East     Units Scale Factor Converg.
 PN1107;SPC WI S     -   248,865.447   600,408.430   MT  1.00003985   +0 00 12.6
 PN1107;SPC WI S     -   816,486.05  1,969,839.99   sFT  1.00003985   +0 00 12.6
 PN1107;UTM  16      - 4,902,902.733   260,854.934   MT  1.00030341   -2 05 25.5
 PN1107;UTM  15      - 4,902,932.588   739,961.597   MT  1.00030822   +2 05 51.2
 PN1107
 PN1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1107!SPC WI S     -   0.99995635  x   1.00003985  =   0.99999620
 PN1107!UTM  16      -   0.99995635  x   1.00030341  =   1.00025975
 PN1107!UTM  15      -   0.99995635  x   1.00030822  =   1.00026456
 PN1107
 PN1107:                Primary Azimuth Mark                     Grid Az
 PN1107:SPC WI S     -  DYRACUSE                                 113 46 59.5
 PN1107:UTM  16      -  DYRACUSE                                 115 52 37.6
 PN1107:UTM  15      -  DYRACUSE                                 111 41 20.9
 PN1107
 PN1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6085402902(NAD 83)
 PN1107
 PN1107|---------------------------------------------------------------------|
 PN1107| PID    Reference Object                     Distance      Geod. Az  |
 PN1107|                                                           dddmmss.s |
 PN1107| CJ4456 CRAN RM 1                            16.592 METERS 00257     |
 PN1107| PN1103 DYRACUSE                            APPROX.18.4 KM 1134712.1 |
 PN1107| PN1108 CRANBERRY ROCK                        3.547 METERS 27153     |
 PN1107|---------------------------------------------------------------------|
 PN1107
 PN1107                          SUPERSEDED SURVEY CONTROL
 PN1107
 PN1107  NAD 83(1986)-  44 14 24.33887(N)    089 59 41.60193(W) AD(       ) 1
 PN1107  NAD 27      -  44 14 24.46902(N)    089 59 41.13542(W) AD(       ) 1
 PN1107  NGVD 29 (07/19/86)  313.4    (m)         1028.     (f) VERT ANG       
 PN1107
 PN1107.Superseded values are not recommended for survey control.
 PN1107
 PN1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1107.See file dsdata.pdf to determine how the superseded data were derived.
 PN1107
 PN1107_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1107_SETTING: 66 = SET IN ROCK OUTCROP
 PN1107_STAMPING: CRAN 1981
 PN1107_MARK LOGO: NGS
 PN1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN1107+STABILITY: POSITION/ELEVATION WELL
 PN1107
 PN1107  HISTORY     - Date     Condition        Report By
 PN1107  HISTORY     - 1981     MONUMENTED       NGS
 PN1107
 PN1107                          STATION DESCRIPTION
 PN1107
 PN1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PN1107'THE STATION IS LOCATED ABOUT 12.1 KM (7-1/2 MI) EAST-SOUTHEAST OF
 PN1107'BABCOCK, 11.3 KM (7 MI) SOUTHWEST OF NEKOOSA AND IN THE
 PN1107'NW1/4,S2,T21N,R4E OF ARMENIA TOWNSHIP.  OWNERSHIP--ROLAND HUEBNER, RTE
 PN1107'1 NEKOOSA, WI 54457, TELEPHONE 715-886-3033.
 PN1107'
 PN1107'TO REACH THE STATION FROM THE POST OFFICE IN NEKOOSA, GO SOUTH ON
 PN1107'POINT BASSE STREET FOR 0.2 KM (0.1 MI) TO THE JUNCTION WITH STATE
 PN1107'HIGHWAY 173.  TURN RIGHT AND GO WESTERLY ON STATE HIGHWAY 173 FOR 2.9
 PN1107'KM (1.8 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTHERLY ON COUNTY ROAD G
 PN1107'FOR 12.4 KM (7.7 MI) TO A CROSSROAD AT TURTLE POND.  TURN RIGHT AND GO
 PN1107'WEST ON THIRD AVENUE FOR 3.4 KM (2.1 MI) TO A CROSSROAD.  TURN RIGHT
 PN1107'AND GO NORTH ON 20TH AVENUE FOR 1.3 KM (0.8 MI) TO A TRACK ROAD RIGHT.
 PN1107'TURN RIGHT AND GO EASTERLY 100 FEET TO A FORK, BEAR LEFT FOR 0.2 KM
 PN1107'(0.1 MI) TO A ROCK HOUSE FOUNDATION AND THE END OF TRUCK TRAVEL.  PACK
 PN1107'NORTHERLY UP A ROCK BLUFF, ABOUT 200 FEET TO A LOOKOUT TOWER AND THE
 PN1107'STATION.
 PN1107'
 PN1107'THE STATION IS A STANDARD NGS DISK STAMPED---CRAN 1981---, CEMENTED IN
 PN1107'A DRILLHOLE IN BEDROCK RECESSED 30 CM BELOW THE GROUND SURFACE.  IT IS
 PN1107'LOCATED 7.0 METERS (23 FT) EAST FROM THE SOUTHEAST LEG OF A LOOKOUT
 PN1107'TOWER, 6.9 METERS (22.7 FT) SOUTHEAST FROM THE NORTHEAST LEG OF THE
 PN1107'LOOKOUT TOWER AND 3.5 METERS (11.5 FT) SOUTH FROM A 12-INCH OAK TREE.
 PN1107'
 PN1107'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 PN1107'---CRAN NO 1 1981---, SET INTO A ROCK OUTCROP.  IT IS LOCATED 1.4
 PN1107'METERS (4.6 FT) NORTHEAST FROM A METAL WITNESS POST.  THE MARK IS
 PN1107'BELOW STATION 1.8 METERS.
 PN1107'
 PN1107'REFERENCE MARK NUMBER 02 IS A STANDARD USGS BENCH MARK DISK STAMPED
 PN1107'---CRANBERRY ROCK 1935---, SET INTO THE TOP OF A SQUARE CONCRETE
 PN1107'MONUMENT 18 CM ON A SIDE PROJECTING 28 CM ABOVE THE GROUND.  IT IS
 PN1107'LOCATED 4.2 METERS (13.8 FT) NORTH-NORTHEAST FROM THE SOUTHEAST LEG OF
 PN1107'A LOOKOUT TOWER, 4.1 METERS (13.5 FT) SOUTHEAST FROM THE NORTHEAST LEG
 PN1107'OF THE LOOKOUT TOWER AND 5.2 METERS (17.2 FT) SOUTHWEST FROM A 12-INCH
 PN1107'OAK TREE.  THE MARK IS LEVEL WITH STATION.
 PN1107'
 PN1107'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 19.2 METERS.  NO SUITABLE
 PN1107'LOCATION FOR AN AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7207 ***********************************************************************
 DN7207  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7207  DESIGNATION -  CRANBERRY LAKE GPS
 DN7207  PID         -  DN7207
 DN7207  STATE/COUNTY-  WI/PRICE
 DN7207  COUNTRY     -  US
 DN7207  USGS QUAD   -  CRANBERRY LAKE (2018)
 DN7207
 DN7207                         *CURRENT SURVEY CONTROL
 DN7207  ______________________________________________________________________
 DN7207* NAD 83(2011) POSITION- 45 38 31.20145(N) 090 17 23.81050(W)   ADJUSTED
 DN7207* NAD 83(2011) ELLIP HT-   465.444 (meters)        (04/15/13)   ADJUSTED
 DN7207* NAD 83(2011) EPOCH   -  2010.00
 DN7207* NAVD 88 ORTHO HEIGHT -   495.97  (meters)     1627.2   (feet) GPS OBS
 DN7207  ______________________________________________________________________
 DN7207  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7207  GEOID HEIGHT    -        -30.521 (meters)                     GEOID12A
 DN7207  GEOID HEIGHT    -        -30.522 (meters)                     GEOID18
 DN7207  NAD 83(2011) X  -    -22,606.240 (meters)                     COMP
 DN7207  NAD 83(2011) Y  - -4,467,124.937 (meters)                     COMP
 DN7207  NAD 83(2011) Z  -  4,537,850.020 (meters)                     COMP
 DN7207  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 DN7207
 DN7207  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7207  Standards:
 DN7207         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7207            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7207  -------------------------------------------------------------------
 DN7207  NETWORK    0.48   0.94           0.22   0.17   0.48     -0.03644770
 DN7207  -------------------------------------------------------------------
 DN7207  Click here for local accuracies and other accuracy information.
 DN7207
 DN7207.The horizontal coordinates were established by GPS observations
 DN7207.and adjusted by the National Geodetic Survey in April 2013.
 DN7207
 DN7207.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7207.been affixed to the stable North American tectonic plate. See 
 DN7207.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7207
 DN7207.The horizontal coordinates are valid at the epoch date displayed above
 DN7207.which is a decimal equivalence of Year/Month/Day.
 DN7207
 DN7207.The orthometric height was determined by GPS observations and a
 DN7207.high-resolution geoid model using precise GPS observation and
 DN7207.processing techniques.
 DN7207
 DN7207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7207.GEOID18 height accuracy estimate available here.
 DN7207
 DN7207.Click photographs - Photos may exist for this station.
 DN7207
 DN7207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7207
 DN7207.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7207
 DN7207.The ellipsoidal height was determined by GPS observations
 DN7207.and is referenced to NAD 83.
 DN7207
 DN7207. The following values were computed from the NAD 83(2011) position.
 DN7207
 DN7207;                    North         East     Units Scale Factor Converg.
 DN7207;SPC WI N     -    52,871.612   577,395.650   MT  0.99998718   -0 12 33.0
 DN7207;SPC WI N     -   173,462.95  1,894,338.90   sFT  0.99998718   -0 12 33.0
 DN7207;UTM  15      - 5,057,844.959   711,193.205   MT  1.00014839   +1 56 18.1
 DN7207
 DN7207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7207!SPC WI N     -   0.99992704  x   0.99998718  =   0.99991422
 DN7207!UTM  15      -   0.99992704  x   1.00014839  =   1.00007541
 DN7207
 DN7207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1119357844(NAD 83)
 DN7207
 DN7207                          SUPERSEDED SURVEY CONTROL
 DN7207
 DN7207  NAD 83(2007)-  45 38 31.20153(N)    090 17 23.81111(W) AD(2002.00) 1
 DN7207  ELLIP H (04/06/12)  465.467  (m)                       GP(2002.00) 1 1
 DN7207
 DN7207.Superseded values are not recommended for survey control.
 DN7207
 DN7207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7207.See file dsdata.pdf to determine how the superseded data were derived.
 DN7207
 DN7207_MARKER: DD = SURVEY DISK
 DN7207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7207_STAMPING: CRANBERRY LAKE GPS 2006
 DN7207_MARK LOGO: WIDT
 DN7207_PROJECTION: FLUSH
 DN7207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7207+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2010
 DN7207
 DN7207  HISTORY     - Date     Condition        Report By
 DN7207  HISTORY     - 2005     MONUMENTED       WIDT
 DN7207  HISTORY     - 20101207 GOOD             WIDT
 DN7207
 DN7207                          STATION DESCRIPTION
 DN7207
 DN7207'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7207'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY D WITH COUNTY
 DN7207'HIGHWAY K APPROXIMATELY 5.5 MI (8.8 KM) SOUTHEAST OF THE CITY OF
 DN7207'PHILLIPS, GO SOUTH ON COUNTY HIGHWAY K FOR 1.5 MI (2.4 KM) TO LITTLE
 DN7207'CHICAGO ROAD RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY K FOR 70 M
 DN7207'(229.7 FT) TO THE STATION ON THE LEFT.
 DN7207'
 DN7207'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7207'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7207'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, LEVEL WITH THE
 DN7207'GROUND AND APPROXIMATELY LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DN7207'IS 8.4 M (27.6 FT) EAST OF THE CENTERLINE OF COUNTY HIGHWAY K, 0.64 MI
 DN7207'(1.0 KM) NORTH OF WONDER ROAD, 67.5 M (221.5 FT) SOUTH OF THE
 DN7207'CENTERLINE OF PRIVATE ENTRANCE -N7290- AND LITTLE CHICAGO ROAD
 DN7207'EXTENDED, 53.0 M (173.9 FT) NORTHEAST OF A POWER POLE, 45.4 M (148.9
 DN7207'FT) NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, 42.8 M (140.4 FT)
 DN7207'NORTH OF A WOODEN CORNER FENCE POST, 1.4 M (4.6 FT) WEST OF A WIRE
 DN7207'FENCE AND IS 1 M (3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DN7207'SURROUNDING THE STATION.
 DN7207'
 DN7207'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7207'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1108 ***********************************************************************
 PN1108  DESIGNATION -  CRANBERRY ROCK
 PN1108  PID         -  PN1108
 PN1108  STATE/COUNTY-  WI/JUNEAU
 PN1108  COUNTRY     -  US
 PN1108  USGS QUAD   -  ARKDALE NW (2018)
 PN1108
 PN1108                         *CURRENT SURVEY CONTROL
 PN1108  ______________________________________________________________________
 PN1108* NAD 83(1991) POSITION- 44 14 24.34487(N) 089 59 41.75401(W)   ADJUSTED
 PN1108* NAVD 88 ORTHO HEIGHT -   314.3   (meters)     1031.    (feet) VERTCON3
 PN1108  ______________________________________________________________________
 PN1108  GEOID HEIGHT    -        -35.024 (meters)                     GEOID18
 PN1108  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 PN1108  HORZ ORDER      -  SECOND
 PN1108
 PN1108.The horizontal coordinates were established by classical geodetic methods
 PN1108.and adjusted by the National Geodetic Survey in November 1991.
 PN1108
 PN1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1108
 PN1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1108.GEOID18 height accuracy estimate available here.
 PN1108
 PN1108.Click photographs - Photos may exist for this station.
 PN1108
 PN1108.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1108
 PN1108. The following values were computed from the NAD 83(1991) position.
 PN1108
 PN1108;                    North         East     Units Scale Factor Converg.
 PN1108;SPC WI S     -   248,865.564   600,404.885   MT  1.00003985   +0 00 12.5
 PN1108;SPC WI S     -   816,486.44  1,969,828.36   sFT  1.00003985   +0 00 12.5
 PN1108;UTM  16      - 4,902,902.979   260,851.394   MT  1.00030343   -2 05 25.6
 PN1108;UTM  15      - 4,902,932.575   739,958.049   MT  1.00030820   +2 05 51.1
 PN1108
 PN1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1108!SPC WI S     -   0.99995621  x   1.00003985  =   0.99999606
 PN1108!UTM  16      -   0.99995621  x   1.00030343  =   1.00025963
 PN1108!UTM  15      -   0.99995621  x   1.00030820  =   1.00026440
 PN1108
 PN1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6085102902(NAD 83)
 PN1108
 PN1108                          SUPERSEDED SURVEY CONTROL
 PN1108
 PN1108  NAD 83(1986)-  44 14 24.34264(N)    089 59 41.76170(W) AD(       ) 2
 PN1108  NAD 27      -  44 14 24.47279(N)    089 59 41.29518(W) AD(       ) 2
 PN1108  NGVD 29 (07/19/86)  314.3    (m)         1031.     (f) VERT ANG       
 PN1108
 PN1108.Superseded values are not recommended for survey control.
 PN1108
 PN1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1108.See file dsdata.pdf to determine how the superseded data were derived.
 PN1108
 PN1108_MARKER: DD = SURVEY DISK
 PN1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1108_STAMPING: CRANBERRY ROCK 1935
 PN1108_MARK LOGO: USGS
 PN1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1108+STABILITY: SURFACE MOTION
 PN1108
 PN1108  HISTORY     - Date     Condition        Report By
 PN1108  HISTORY     - 1935     MONUMENTED       USGS
 PN1108  HISTORY     - 1981     GOOD             CGS
 PN1108
 PN1108                          STATION DESCRIPTION
 PN1108
 PN1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1981 (DCF)
 PN1108'THE STATION IS LOCATED ABOUT 12.1 KM (7-1/2 MI) EAST-SOUTHEAST OF
 PN1108'BABCOCK, 11.3 KM (7 MI) SOUTHWEST OF KEKOOSA AND IN NW1/4,S2,
 PN1108'T21N,R4E OF ARMENIA TOWNSHIP.
 PN1108'OWNERSHIP--ROLAND HUEBNER, ROUTE 1, NEKOOSA, WI 54457
 PN1108'TELEPHONE NUMBER (715) 886-3033.
 PN1108'
 PN1108'TO REACH THE STATION FROM THE POST OFFICE IN NEKOOSA GO SOUTH ON
 PN1108'POINT BASSE STREET FOR 0.2 KM (0.1 MI) TO THE JUNCTION WITH STATE
 PN1108'HIGHWAY 173.  TURN RIGHT AND GO WESTERLY ON STATE HIGHWAY 173 FOR
 PN1108'2.9 KM (1.8 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTHERLY ON
 PN1108'COUNTY ROUTE G FOR 12.4 KM (7.7 MI) TO A CROSSROAD AT TURTLE POND.
 PN1108'TURN RIGHT AND GO WEST ON THIRD AVENUE FOR 3.4 KM (2.1 MI) TP A
 PN1108'CROSSROAD.  TURN RIGHT AND GO NORTH ON TWENTIETH AVENUE
 PN1108'FOR 1.3 KM (0.8 MI) TO A TRACK ROAD RIGHT.
 PN1108'(0.8 MI) TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO EASTERLY 100
 PN1108'FEET TO A FORK.  BEAR LEFT FOR 0.2 KM (0.1 MI) TO A ROCK HOUSE
 PN1108'FOUNDATION AND THE END OF TRUCK TRAVEL.  PACK NORTHERLY UP A ROCK
 PN1108'BLUFF FOR ABOUT 200 FEET TO A LOOKOUT TOWER AND THE STATION.
 PN1108'
 PN1108'THE STATION IS A STANDARD USGS DISK
 PN1108'STAMPED---CRANBERRY ROCK 1935---,
 PN1108'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 18 CM ON A SIDE
 PN1108'PROJECTING 28 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1108'5.2 METERS (17.0 FT) SOUTHWEST FROM A 12-INCH OAK TREE,
 PN1108'4.2 METERS (13.8 FT) NORTH-NORTHEAST FROM THE SOUTHEAST LEG OF THE
 PN1108'LOOKOUT TOWER AND
 PN1108'4.1 METERS (13.5 FT) SOUTHEAST FROM THE NORTHEAST LEG OF THE
 PN1108'LOOKOUT TOWER.
 PN1108'
 PN1108'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.0 METERS.
 PN1108'
 PN1108'A SHORT TRAVERSE CONNECTION WAS MADE TO STATION CRAN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DO7037 ***********************************************************************
 DO7037  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO7037  DESIGNATION -  CRANDON CORS ARP
 DO7037  CORS_ID     -  WICR
 DO7037  PID         -  DO7037
 DO7037  STATE/COUNTY-  WI/FOREST
 DO7037  COUNTRY     -  US
 DO7037  USGS QUAD   -  CRANDON (2018)
 DO7037
 DO7037                         *CURRENT SURVEY CONTROL
 DO7037  ______________________________________________________________________
 DO7037* NAD 83(2011) POSITION- 45 34 35.03897(N) 088 53 30.43956(W)   ADJUSTED
 DO7037* NAD 83(2011) ELLIP HT-   465.386 (meters)        (04/??/25)   ADJUSTED
 DO7037* NAD 83(2011) EPOCH   -  2010.00
 DO7037* NAVD 88 ORTHO HEIGHT -   498.775 (meters)     1636.40  (feet) ADJUSTED
 DO7037  ______________________________________________________________________
 DO7037  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 DO7037  NAD 83(2011) X  -     86,499.332 (meters)                     COMP
 DO7037  NAD 83(2011) Y  - -4,471,556.030 (meters)                     COMP
 DO7037  NAD 83(2011) Z  -  4,532,749.126 (meters)                     COMP
 DO7037  VERT ORDER      -  SECOND    CLASS I
 DO7037
 DO7037  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7037  Standards:
 DO7037         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7037            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7037  -------------------------------------------------------------------
 DO7037  NETWORK    0.16   0.22           0.07   0.06   0.11     -0.32387300
 DO7037  -------------------------------------------------------------------
 DO7037
 DO7037.The coordinates were established by GPS observations
 DO7037.and adjusted by the National Geodetic Survey in April 2025.
 DO7037
 DO7037.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7037.been affixed to the stable North American Tectonic Plate. 
 DO7037
 DO7037.The coordinates are valid at the epoch date displayed above
 DO7037.which is a decimal equivalence of Year/Month/Day.
 DO7037
 DO7037.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DO7037.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DO7037.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DO7037.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DO7037.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DO7037.published epoch of 2010.00.
 DO7037
 DO7037.Additional information on MYCS is available at:
 DO7037.https://geodesy.noaa.gov/CORS/index.shtml
 DO7037
 DO7037.The orthometric height was determined by differential leveling and
 DO7037.adjusted by the NATIONAL GEODETIC SURVEY
 DO7037.in February 2017.
 DO7037
 DO7037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7037.GEOID18 height accuracy estimate available here.
 DO7037
 DO7037.The PID for the CORS L1 Phase Center is DS2917.
 DO7037
 DO7037.Click photographs - Photos may exist for this station.
 DO7037
 DO7037.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO7037
 DO7037.The ellipsoidal height was determined by GPS observations
 DO7037.and is referenced to NAD 83.
 DO7037
 DO7037. The following values were computed from the NAD 83(2011) position.
 DO7037
 DO7037;                    North         East     Units Scale Factor Converg.
 DO7037;SPC WI N     -    46,142.738   686,495.467   MT  0.99999825   +0 47 58.0
 DO7037;SPC WI N     -   151,386.63  2,252,277.21   sFT  0.99999825   +0 47 58.0
 DO7037;UTM  16      - 5,048,724.920   352,401.117   MT  0.99986785   -1 21 04.8
 DO7037
 DO7037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7037!SPC WI N     -   0.99992704  x   0.99999825  =   0.99992529
 DO7037!UTM  16      -   0.99992704  x   0.99986785  =   0.99979490
 DO7037
 DO7037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5240148724(NAD 83)
 DO7037
 DO7037                          SUPERSEDED SURVEY CONTROL
 DO7037
 DO7037  NAD 83(2011)-  45 34 35.03913(N)    088 53 30.43961(W) AD(2010.00) c
 DO7037  ELLIP H (06/??/19)  465.381  (m)                       GP(2010.00) c c
 DO7037  NAD 83(2011)-  45 34 35.03924(N)    088 53 30.43926(W) AD(2010.00) c
 DO7037  ELLIP H (04/??/13)  465.376  (m)                       GP(2010.00) c c
 DO7037  NAVD 88 (05/27/14)  498.77   (m)  GEOID12A model used  GPS OBS        
 DO7037
 DO7037.Superseded values are not recommended for survey control.
 DO7037
 DO7037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7037.See file dsdata.pdf to determine how the superseded data were derived.
 DO7037
 DO7037_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO7037_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO7037
 DO7037                          STATION DESCRIPTION
 DO7037
 DO7037'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DO7037'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DO7037'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DO7037'AND LOG FILES ACCESSIBLE AT:
 DO7037'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP8724 ***********************************************************************
 DP8724  DESIGNATION -  CRANDON GPS
 DP8724  PID         -  DP8724
 DP8724  STATE/COUNTY-  WI/FOREST
 DP8724  COUNTRY     -  US
 DP8724  USGS QUAD   -  CRANDON (2018)
 DP8724
 DP8724                         *CURRENT SURVEY CONTROL
 DP8724  ______________________________________________________________________
 DP8724* NAD 83(2011) POSITION- 45 34 17.18074(N) 088 56 34.98040(W)   ADJUSTED
 DP8724* NAD 83(2011) ELLIP HT-   478.435 (meters)        (04/14/17)   ADJUSTED
 DP8724* NAD 83(2011) EPOCH   -  2010.00
 DP8724* NAVD 88 ORTHO HEIGHT -   511.761 (meters)     1679.00  (feet) ADJUSTED
 DP8724  ______________________________________________________________________
 DP8724  GEOID HEIGHT    -        -33.320 (meters)                     GEOID18
 DP8724  NAD 83(2011) X  -     82,506.122 (meters)                     COMP
 DP8724  NAD 83(2011) Y  - -4,472,034.465 (meters)                     COMP
 DP8724  NAD 83(2011) Z  -  4,532,372.486 (meters)                     COMP
 DP8724  LAPLACE CORR    -         -6.02  (seconds)                    DEFLEC18
 DP8724  DYNAMIC HEIGHT  -        511.717 (meters)     1678.86  (feet) COMP
 DP8724  MODELED GRAVITY -    980,513.8   (mgal)                       NAVD 88
 DP8724
 DP8724  VERT ORDER      -  SECOND    CLASS I
 DP8724
 DP8724  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8724  Standards:
 DP8724         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8724            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8724  -------------------------------------------------------------------
 DP8724  NETWORK    0.50   0.55           0.23   0.17   0.28      0.04280495
 DP8724  -------------------------------------------------------------------
 DP8724  Click here for local accuracies and other accuracy information.
 DP8724
 DP8724.The horizontal coordinates were established by GPS observations
 DP8724.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DP8724
 DP8724.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8724.been affixed to the stable North American tectonic plate. See 
 DP8724.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8724
 DP8724.The horizontal coordinates are valid at the epoch date displayed above
 DP8724.which is a decimal equivalence of Year/Month/Day.
 DP8724
 DP8724.The orthometric height was determined by differential leveling and
 DP8724.adjusted by the NATIONAL GEODETIC SURVEY
 DP8724.in February 2017.
 DP8724
 DP8724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8724.GEOID18 height accuracy estimate available here.
 DP8724
 DP8724.Click photographs - Photos may exist for this station.
 DP8724
 DP8724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8724
 DP8724.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8724
 DP8724.The ellipsoidal height was determined by GPS observations
 DP8724.and is referenced to NAD 83.
 DP8724
 DP8724.The dynamic height is computed by dividing the NAVD 88
 DP8724.geopotential number by the normal gravity value computed on the
 DP8724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8724.degrees latitude (g = 980.6199 gals.).
 DP8724
 DP8724.The modeled gravity was interpolated from observed gravity values.
 DP8724
 DP8724. The following values were computed from the NAD 83(2011) position.
 DP8724
 DP8724;                    North         East     Units Scale Factor Converg.
 DP8724;SPC WI N     -    45,536.917   682,502.117   MT  0.99999914   +0 45 44.8
 DP8724;SPC WI N     -   149,399.04  2,239,175.70   sFT  0.99999914   +0 45 44.8
 DP8724;UTM  16      - 5,048,269.432   348,388.342   MT  0.99988261   -1 23 16.2
 DP8724
 DP8724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8724!SPC WI N     -   0.99992500  x   0.99999914  =   0.99992414
 DP8724!UTM  16      -   0.99992500  x   0.99988261  =   0.99980762
 DP8724
 DP8724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4838848269(NAD 83)
 DP8724
 DP8724                          SUPERSEDED SURVEY CONTROL
 DP8724
 DP8724.No superseded survey control is available for this station.
 DP8724
 DP8724_MARKER: DD = SURVEY DISK
 DP8724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8724_STAMPING: CRANDON GPS 2012
 DP8724_MARK LOGO: WIDT
 DP8724_PROJECTION: FLUSH
 DP8724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8724+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2014
 DP8724
 DP8724  HISTORY     - Date     Condition        Report By
 DP8724  HISTORY     - 2012     MONUMENTED       WIDT
 DP8724  HISTORY     - 20140710 GOOD             WIDT
 DP8724
 DP8724                          STATION DESCRIPTION
 DP8724
 DP8724'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP8724'THE STATION IS LOCATED APPROXIMATELY 18.9 MI (30.4 KM) SOUTHEAST OF
 DP8724'THREE LAKES, 10.0 MI (16.1 KM) EAST OF MONICO AND 1.9 MI (3.1 KM) WEST
 DP8724'OF CRANDON.
 DP8724'
 DP8724'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 WITH STATE
 DP8724'HIGHWAY 32 AND STATE HIGHWAY 55 IN THE CITY OF CRANDON, GO WEST ON US
 DP8724'HIGHWAY 8 FOR 0.95 MI (1.5 KM) TO HANEY HILL ROAD ON THE RIGHT AND
 DP8724'ROSA ROAD ON THE LEFT.  CONTINUE WEST ON US HIGHWAY 8 FOR 1.0 MI (1.6
 DP8724'KM) TO THE STATION ON THE LEFT.
 DP8724'
 DP8724'THE STATION IS 27.4 M (89.9 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY
 DP8724'8, 244 M (800.5 FT) EAST OF COUNTY HIGHWAY SOUTH, 17.4 M (57.1 FT)
 DP8724'WEST OF THE EXTENDED CENTER OF THE WESTERNMOST ENTRANCE TO THE CRANDON
 DP8724'RACEWAY, 17.1 M (56.1 FT) WEST OF A FENCE CORNER POST AND LOCATED IN
 DP8724'THE CENTER OF TWO ORANGE PLASTIC 4X4 GUARD POSTS.
 DP8724'
 DP8724'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP8724'DEGREES ABOVE THE HORIZON.  THE STATION IS A BRONZE WISCONSIN
 DP8724'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DP8724'IN THE TOP OF A 40 CM (16 INCH) DIAMETER CONCRETE POST, APPROXIMATELY
 DP8724'3.0 M (9.8 FT) HIGHER THAN THE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0176 ***********************************************************************
 QN0176  DESIGNATION -  CRANE
 QN0176  PID         -  QN0176
 QN0176  STATE/COUNTY-  WI/RUSK
 QN0176  COUNTRY     -  US
 QN0176  USGS QUAD   -  CRANE (2018)
 QN0176
 QN0176                         *CURRENT SURVEY CONTROL
 QN0176  ______________________________________________________________________
 QN0176* NAD 83(1991) POSITION- 45 33 19.56357(N) 091 10 23.62718(W)   ADJUSTED
 QN0176* NAVD 88 ORTHO HEIGHT -   369.397 (meters)     1211.93  (feet) ADJUSTED
 QN0176  ______________________________________________________________________
 QN0176  GEOID HEIGHT    -        -30.312 (meters)                     GEOID18
 QN0176  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 QN0176  DYNAMIC HEIGHT  -        369.379 (meters)     1211.87  (feet) COMP
 QN0176  MODELED GRAVITY -    980,556.7   (mgal)                       NAVD 88
 QN0176
 QN0176  HORZ ORDER      -  FIRST
 QN0176  VERT ORDER      -  FIRST     CLASS II
 QN0176
 QN0176.The horizontal coordinates were established by classical geodetic methods
 QN0176.and adjusted by the National Geodetic Survey in November 1991.
 QN0176
 QN0176.The orthometric height was determined by differential leveling and
 QN0176.adjusted by the NATIONAL GEODETIC SURVEY
 QN0176.in June 1991.
 QN0176
 QN0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0176.GEOID18 height accuracy estimate available here.
 QN0176
 QN0176.Click photographs - Photos may exist for this station.
 QN0176
 QN0176.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0176
 QN0176.The dynamic height is computed by dividing the NAVD 88
 QN0176.geopotential number by the normal gravity value computed on the
 QN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0176.degrees latitude (g = 980.6199 gals.).
 QN0176
 QN0176.The modeled gravity was interpolated from observed gravity values.
 QN0176
 QN0176. The following values were computed from the NAD 83(1991) position.
 QN0176
 QN0176;                    North         East     Units Scale Factor Converg.
 QN0176;SPC WI C     -   192,028.392   508,394.835   MT  1.00001103   -0 49 40.1
 QN0176;SPC WI C     -   630,013.15  1,667,958.72   sFT  1.00001103   -0 49 40.1
 QN0176;UTM  15      - 5,046,278.114   642,579.162   MT  0.99984994   +1 18 15.8
 QN0176
 QN0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0176!SPC WI C     -   0.99994684  x   1.00001103  =   0.99995787
 QN0176!UTM  15      -   0.99994684  x   0.99984994  =   0.99979679
 QN0176
 QN0176:                Primary Azimuth Mark                     Grid Az
 QN0176:SPC WI C     -  LADYSMITH MUNICIPAL TANK                 151 24 24.4
 QN0176:UTM  15      -  LADYSMITH MUNICIPAL TANK                 149 16 28.5
 QN0176
 QN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4257946278(NAD 83)
 QN0176
 QN0176|---------------------------------------------------------------------|
 QN0176| PID    Reference Object                     Distance      Geod. Az  |
 QN0176|                                                           dddmmss.s |
 QN0176| QN0549 LADYSMITH MUNICIPAL TANK            APPROX.11.5 KM 1503444.3 |
 QN0176| QN0537 CRANE RM 1                           39.349 METERS 21009     |
 QN0176| CJ4458 CRANE RM 2                           19.907 METERS 31724     |
 QN0176|---------------------------------------------------------------------|
 QN0176
 QN0176                          SUPERSEDED SURVEY CONTROL
 QN0176
 QN0176  NAD 83(1986)-  45 33 19.55939(N)    091 10 23.62413(W) AD(       ) 1
 QN0176  NAD 27      -  45 33 19.68200(N)    091 10 23.05900(W) AD(       ) 1
 QN0176  USSD        -  45 33 20.13500(N)    091 10 22.79100(W) AD(       ) 3
 QN0176  NGVD 29 (??/??/92)  369.388  (m)         1211.90   (f) ADJ UNCH    1 2
 QN0176  NGVD 29             369.39   (m)         1211.9    (f) LEVELING    3  
 QN0176
 QN0176.Superseded values are not recommended for survey control.
 QN0176
 QN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0176.See file dsdata.pdf to determine how the superseded data were derived.
 QN0176
 QN0176_MARKER: DS = TRIANGULATION STATION DISK
 QN0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0176_STAMPING: CRANE 1921
 QN0176_MARK LOGO: CGS
 QN0176_PROJECTION: FLUSH
 QN0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0176+STABILITY: SURFACE MOTION
 QN0176
 QN0176  HISTORY     - Date     Condition        Report By
 QN0176  HISTORY     - 1921     MONUMENTED       CGS
 QN0176  HISTORY     - 1922     GOOD             CGS
 QN0176  HISTORY     - 1934     GOOD             CGS
 QN0176  HISTORY     - 1934     GOOD             CGS
 QN0176  HISTORY     - 1934     GOOD             CGS
 QN0176  HISTORY     - 1952     GOOD             CGS
 QN0176  HISTORY     - 1979     SEE DESCRIPTION  NGS
 QN0176  HISTORY     - 20041129 MARK NOT FOUND   WIDT
 QN0176
 QN0176                          STATION DESCRIPTION
 QN0176
 QN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0176'STATION IS ABOUT 1/4 MILE SOUTH OF CRANE, ON THE WEST SIDE
 QN0176'OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0176'RAILWAY, 275 METERS SOUTH OF NORTH SWITCH STAND FOR PASSING
 QN0176'TRACK.  IT IS ON THE WEST SIDE OF THE DEEP CUT JUST SOUTH OF
 QN0176'STATION HOUSE.  IT IS 12.585 METERS (41.3 FEET) WEST OF RAIL,
 QN0176'MEASURED AT 20-DEGREE ANGLE.  REFERENCE MARK IS ON THE SAME
 QN0176'SIDE OF TRACK.
 QN0176'
 QN0176'SURFACE, UNDERGROUND, AND REFERENCE MARKS, STANDARD BRONZE
 QN0176'DISKS SET IN CONCRETE.
 QN0176
 QN0176                          STATION RECOVERY (1922)
 QN0176
 QN0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QN0176'0.2 MI S FROM CRANE.
 QN0176'1/4 MILE SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0176'MARIE RAILROAD FROM CRANE, RUSK COUNTY, 210 YARDS NORTH OF THE
 QN0176'SOUTH SWITCHSTAND OF THE PASSING TRACK, AT THE WEST SIDE OF A
 QN0176'DEEP CUT JUST SOUTH OF THE STATION, AT THE SOUTHWEST CORNER OF
 QN0176'SEC. 31, T. 36 N., R. 6 W., 41.3 FEET (SLOPE DISTANCE) WEST OF
 QN0176'THE RAIL, 13 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A BARNYARD,
 QN0176'2 FEET WEST OF THE EDGE OF THE BANK, AND 2 FEET EAST OF THE
 QN0176'RIGHT-OF-WAY FENCE.  A STANDARD TRIANGULATION-STATION DISK,
 QN0176'STAMPED CRANE 1921 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 QN0176'WITH THE GROUND.
 QN0176
 QN0176                          STATION RECOVERY (1934)
 QN0176
 QN0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 QN0176'STATION FOUND AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 QN0176'DESCRIPTION ADEQUATE.
 QN0176
 QN0176                          STATION RECOVERY (1934)
 QN0176
 QN0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0176'STATION RECOVERED.  ALL MARKS IN GOOD CONDITION.
 QN0176'
 QN0176'THIS STATION IS ABOUT 7 MILES NORTHWEST OF LADYSMITH IN THE
 QN0176'SOUTHWEST CORNER OF SECTION 31, T. 36 N., R. 6 W., ON THE
 QN0176'WEST EDGE OF THE RIGHT-OF-WAY OF THE SOO LINE RAILROAD.  IT
 QN0176'IS 2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, 2 FEET
 QN0176'WEST OF EDGE OF EMBANKMENT, 13 FEET SOUTH OF THE NORTHEAST
 QN0176'CORNER OF BARNYARD AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 QN0176'
 QN0176'REFERENCE MARK WAS RECOVERED IN GOOD CONDITION AND RESTAMPED
 QN0176'R.M. NO. 2, 1921-1934.  IT IS 65.31 FEET NORTHWEST OF THE
 QN0176'STATION ON THE WEST EDGE OF THE RIGHT-OF-WAY, 2 FEET EAST OF
 QN0176'THE RIGHT-OF-WAY FENCE LINE, 15 FEET WEST OF THE EMBANKMENT,
 QN0176'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 QN0176'
 QN0176'REFERENCE MARK NO. 1, ESTABLISHED IN 1934, IS 129.12 FEET
 QN0176'SOUTHWEST OF THE STATION ON THE SOUTH EDGE OF THE BARNYARD ON
 QN0176'LAND OCCUPIED BY L. COLLIER.  IT IS 26 FEET WEST OF THE
 QN0176'SOUTHWEST CORNER OF BARN, 1 FOOT NORTH OF EAST-WEST FENCE
 QN0176'LINE, ABOUT 118 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE
 QN0176'AND PROJECTS 10 INCHES.
 QN0176'
 QN0176'TO REACH FROM LADYSMITH GO WEST ON U.S. HIGHWAY 8 ABOUT 0.5
 QN0176'MILE TO THE JUNCTION OF U.S. HIGHWAY 8 AND STATE HIGHWAY 27,
 QN0176'THENCE NORTH AND WEST ON HIGHWAY 27 FOR 11.3 MILES TO T-ROAD
 QN0176'WHERE HIGHWAY 27 TURNS WEST.  TURN RIGHT ON DIRT ROAD AND
 QN0176'GO EAST 2.25 MILES TO HOUSE NOW OCCUPIED BY L. COLLIER.  STATION
 QN0176'IS ABOUT 200 YARDS EAST OF THIS POINT ON THE WEST EDGE OF THE
 QN0176'RAILROAD RIGHT-OF-WAY.  IT IS 0.25 MILE SOUTH OF THE CRANE
 QN0176'RAILROAD CROSSING.
 QN0176
 QN0176                          STATION RECOVERY (1934)
 QN0176
 QN0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QN0176'RECOVERED IN GOOD CONDITION.
 QN0176
 QN0176                          STATION RECOVERY (1952)
 QN0176
 QN0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0176'THE STATION MARK AND REFERENCE MARKS NO. 1 AND
 QN0176'NO. 2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 QN0176'CONDITION.  ALL POSSIBLE MEASUREMENTS CHECKED ORIGINAL DISTANCES,
 QN0176'HAY PILES ENCIRCLING REFERENCE MARK NO. 1 MADE IT IMPOSSIBLE
 QN0176'TO CHECK TO THAT MARK.
 QN0176'
 QN0176'DUE TO STATION MARK BEING ON EDGE OF BANK, REFERENCE MARK
 QN0176'NO. 2 ALSO ON EDGE OF BANK AND REFERENCE MARK NO. 1 BEING
 QN0176'OBSTRUCTED, A NEW MARK CRANE R.M. 3 1921 WAS ESTABLISHED.
 QN0176'
 QN0176'A COMPLETE DESCRIPTION IS WRITTEN FOR THE NEW STATION CRANE
 QN0176'R.M. 3 1921.
 QN0176
 QN0176                          STATION RECOVERY (1979)
 QN0176
 QN0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QN0176'NOT SEARCHED FOR THIS DATE, INACCESSIBLE FOR LEVELS.
 QN0176
 QN0176                          STATION RECOVERY (2004)
 QN0176
 QN0176'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QN0176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0537 ***********************************************************************
 QN0537  DESIGNATION -  CRANE RM 1
 QN0537  PID         -  QN0537
 QN0537  STATE/COUNTY-  WI/RUSK
 QN0537  COUNTRY     -  US
 QN0537  USGS QUAD   -  CRANE (2018)
 QN0537
 QN0537                         *CURRENT SURVEY CONTROL
 QN0537  ______________________________________________________________________
 QN0537* NAD 83(1991) POSITION- 45 33 18.46149(N) 091 10 24.53850(W)   ADJUSTED
 QN0537* NAVD 88 ORTHO HEIGHT -   369.    (meters)     1211.    (feet) SCALED
 QN0537  ______________________________________________________________________
 QN0537  GEOID HEIGHT    -        -30.312 (meters)                     GEOID18
 QN0537  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 QN0537  HORZ ORDER      -  FIRST
 QN0537
 QN0537.The horizontal coordinates were established by classical geodetic methods
 QN0537.and adjusted by the National Geodetic Survey in November 1991.
 QN0537
 QN0537.The orthometric height was scaled from a topographic map.
 QN0537
 QN0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0537.GEOID18 height accuracy estimate available here.
 QN0537
 QN0537.Click photographs - Photos may exist for this station.
 QN0537
 QN0537.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0537
 QN0537. The following values were computed from the NAD 83(1991) position.
 QN0537
 QN0537;                    North         East     Units Scale Factor Converg.
 QN0537;SPC WI C     -   191,994.657   508,374.579   MT  1.00001097   -0 49 40.7
 QN0537;SPC WI C     -   629,902.47  1,667,892.26   sFT  1.00001097   -0 49 40.7
 QN0537;UTM  15      - 5,046,243.654   642,560.179   MT  0.99984987   +1 18 15.2
 QN0537
 QN0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0537!SPC WI C     -   0.99994690  x   1.00001097  =   0.99995787
 QN0537!UTM  15      -   0.99994690  x   0.99984987  =   0.99979678
 QN0537
 QN0537:                Primary Azimuth Mark                     Grid Az
 QN0537:SPC WI C     -  CRANE AZ MK                              214 50 31.6
 QN0537:UTM  15      -  CRANE AZ MK                              212 42 35.7
 QN0537
 QN0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4256046243(NAD 83)
 QN0537
 QN0537|---------------------------------------------------------------------|
 QN0537| PID    Reference Object                     Distance      Geod. Az  |
 QN0537|                                                           dddmmss.s |
 QN0537| CJ4458 CRANE RM 2                           49.042 METERS 00722     |
 QN0537| QN0549 LADYSMITH MUNICIPAL TANK            APPROX.11.5 KM 1502432.8 |
 QN0537| CJ4457 CRANE AZ MK                                        2140050.9 |
 QN0537|---------------------------------------------------------------------|
 QN0537
 QN0537                          SUPERSEDED SURVEY CONTROL
 QN0537
 QN0537  NAD 83(1986)-  45 33 18.45730(N)    091 10 24.53546(W) AD(       ) 1
 QN0537  NAD 27      -  45 33 18.58000(N)    091 10 23.97100(W) AD(       ) 1
 QN0537
 QN0537.Superseded values are not recommended for survey control.
 QN0537
 QN0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0537.See file dsdata.pdf to determine how the superseded data were derived.
 QN0537
 QN0537_MARKER: DS = TRIANGULATION STATION DISK
 QN0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0537_STAMPING: CRANE NO 1 1934
 QN0537_MARK LOGO: CGS
 QN0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0537+STABILITY: SURFACE MOTION
 QN0537
 QN0537  HISTORY     - Date     Condition        Report By
 QN0537  HISTORY     - 1934     MONUMENTED       CGS
 QN0537  HISTORY     - 1952     GOOD             CGS
 QN0537  HISTORY     - 20041129 MARK NOT FOUND   WIDT
 QN0537
 QN0537                          STATION DESCRIPTION
 QN0537
 QN0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0537'THIS STATION IS ABOUT 7 MILES NORTHWEST OF LADYSMITH, IN THE
 QN0537'SOUTHWEST CORNER OF SECTION 31, T. 36 N., R. 6 W., ON LAND
 QN0537'OCCUPIED BY L. COLLIER.  THE MARK IS SET IN BARNYARD, 1 FOOT NORTH
 QN0537'OF FENCE LINE BETWEEN BARNYARD AND A SMALL PASTURE.  IT IS
 QN0537'160 YARDS EAST OF NORTH-SOUTH ROAD, 0.25 MILE SOUTH OF THE
 QN0537'CRANE RAILROAD CROSSING, 26 FEET WEST OF THE SOUTHEAST
 QN0537'CORNER OF BARN, 118 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE
 QN0537'LINE OF THE RAILROAD, AND PROJECTS 12 INCHES.
 QN0537'
 QN0537'TO REACH FROM LADYSMITH GO WEST ABOUT 0.5 MILE TO JUNCTION OF
 QN0537'U.S. HIGHWAY 8 AND STATE HIGHWAY 27, THENCE NORTH AND WEST
 QN0537'FOR 11.3 MILES TO T-ROAD WHERE HIGHWAY 27 TURNS WEST.  TURN
 QN0537'RIGHT ON DIRT ROAD AND GO EAST FOR 2.25 MILES TO MR. COLLIERS
 QN0537'HOUSE ON THE RIGHT.  STATION IS IN BARNYARD 25 YARDS
 QN0537'SOUTH-SOUTHEAST OF THE HOUSE.
 QN0537'
 QN0537'CRANE (1921) IS 129.12 FEET NORTHEAST OF THE STATION ON THE
 QN0537'WEST EDGE OF THE RAILROAD RIGHT-OF-WAY.  IT IS 2 FEET EAST
 QN0537'OF THE WEST RIGHT-OF-WAY FENCE LINE, 2 FEET WEST OF THE EDGE
 QN0537'OF EMBANKMENT, 13 FEET SOUTH OF THE NORTHEAST CORNER OF
 QN0537'PASTURE.
 QN0537'
 QN0537'REFERENCE MARK NO. 2 (ESTABLISHED IN 1921, RE-STAMPED R.M. NO.
 QN0537'2, 1921-1934) IS ON THE WEST EDGE OF EMBANKMENT, 2 FEET EAST OF THE
 QN0537'RIGHT-OF-WAY FENCE LINE AND IS FLUSH WITH THE SURFACE.
 QN0537'
 QN0537'AZIMUTH MARK (ESTABLISHED 1934) IS SOUTHEAST OF THE STATION
 QN0537'ON THE WEST EDGE OF THE RIGHT-OF-WAY.  IT IS ABOUT 0.1 MILE
 QN0537'SOUTH OF LANE TO MR. COLLIERS HOUSE, AND PROJECTS 14 INCHES.
 QN0537'
 QN0537'A LIGHT 100 FEET ABOVE STATION MINNIE R.M. NO. 1 IS VISIBLE
 QN0537'FROM THE GROUND.
 QN0537'
 QN0537'A LIGHT 60 FEET ABOVE STATION RANGER COMES INTO VIEW 40 FEET
 QN0537'ABOVE THE GROUND.
 QN0537'
 QN0537'A LIGHT 74 FEET ABOVE STATION BLUE HILL COMES INTO VIEW 25
 QN0537'FEET ABOVE THE GROUND.
 QN0537'
 QN0537'A LIGHT 87 FEET ABOVE STATION FLAMBEAU COMES INTO VIEW 25 FEET
 QN0537'ABOVE THE GROUND.
 QN0537
 QN0537                          STATION RECOVERY (1952)
 QN0537
 QN0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0537'THE STATION MARK ORIGINAL, STATION MARK,
 QN0537'REFERENCE MARK NO. 2  AND THE AZIMUTH MARK
 QN0537'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 QN0537'
 QN0537'IT WAS IMPOSSIBLE TO ERECT TOWER OVER CRANE R.M. 1 BECAUSE
 QN0537'OF HAY PILES SURROUNDING MARK AREA.  ORIGINAL STATION IS LOCATED
 QN0537'TOO NEAR BANK MAKING IT IMPOSSIBLE TO USE CRANE 1921.
 QN0537'
 QN0537'A NEW STATION WAS ESTABLISHED, CRANE R.M. 3 1921.
 QN0537'
 QN0537'A NEW AND COMPLETE DESCRIPTION IS WRITTEN FOR THIS STATION.
 QN0537
 QN0537                          STATION RECOVERY (2004)
 QN0537
 QN0537'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QN0537'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QN0536 ***********************************************************************
 QN0536  DESIGNATION -  CRANE RM 3
 QN0536  PID         -  QN0536
 QN0536  STATE/COUNTY-  WI/RUSK
 QN0536  COUNTRY     -  US
 QN0536  USGS QUAD   -  CRANE (2018)
 QN0536
 QN0536                         *CURRENT SURVEY CONTROL
 QN0536  ______________________________________________________________________
 QN0536* NAD 83(1991) POSITION- 45 33 18.91136(N) 091 10 24.26208(W)   ADJUSTED
 QN0536* NAVD 88 ORTHO HEIGHT -   369.    (meters)     1211.    (feet) SCALED
 QN0536  ______________________________________________________________________
 QN0536  GEOID HEIGHT    -        -30.312 (meters)                     GEOID18
 QN0536  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 QN0536  HORZ ORDER      -  FIRST
 QN0536
 QN0536.The horizontal coordinates were established by classical geodetic methods
 QN0536.and adjusted by the National Geodetic Survey in November 1991.
 QN0536
 QN0536.The orthometric height was scaled from a topographic map.
 QN0536
 QN0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 QN0536.GEOID18 height accuracy estimate available here.
 QN0536
 QN0536.Click photographs - Photos may exist for this station.
 QN0536
 QN0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 QN0536
 QN0536. The following values were computed from the NAD 83(1991) position.
 QN0536
 QN0536;                    North         East     Units Scale Factor Converg.
 QN0536;SPC WI C     -   192,008.458   508,380.775   MT  1.00001099   -0 49 40.5
 QN0536;SPC WI C     -   629,947.75  1,667,912.59   sFT  1.00001099   -0 49 40.5
 QN0536;UTM  15      - 5,046,257.673   642,565.856   MT  0.99984989   +1 18 15.4
 QN0536
 QN0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0536!SPC WI C     -   0.99994690  x   1.00001099  =   0.99995789
 QN0536!UTM  15      -   0.99994690  x   0.99984989  =   0.99979680
 QN0536
 QN0536:                Primary Azimuth Mark                     Grid Az
 QN0536:SPC WI C     -  CRANE AZ MK                              214 06 23.2
 QN0536:UTM  15      -  CRANE AZ MK                              211 58 27.3
 QN0536
 QN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4256546257(NAD 83)
 QN0536
 QN0536|---------------------------------------------------------------------|
 QN0536| PID    Reference Object                     Distance      Geod. Az  |
 QN0536|                                                           dddmmss.s |
 QN0536| CJ4458 CRANE RM 2                           35.003 METERS 00045     |
 QN0536| QN0176 CRANE                                24.394 METERS 03422     |
 QN0536| QN0552 DAIRYLAND PWR CO FLAMBEAU MST       APPROX.12.0 KM 1240357.0 |
 QN0536| QN0549 LADYSMITH MUNICIPAL TANK            APPROX.11.5 KM 1502810.2 |
 QN0536| QN0551 LADYSMITH RADIO STA WLDY MAST       APPROX.10.6 KM 1582738.2 |
 QN0536| CJ4457 CRANE AZ MK                                        2131642.7 |
 QN0536|---------------------------------------------------------------------|
 QN0536
 QN0536                          SUPERSEDED SURVEY CONTROL
 QN0536
 QN0536  NAD 83(1986)-  45 33 18.90719(N)    091 10 24.25902(W) AD(       ) 1
 QN0536  NAD 27      -  45 33 19.03000(N)    091 10 23.69400(W) AD(       ) 1
 QN0536
 QN0536.Superseded values are not recommended for survey control.
 QN0536
 QN0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0536.See file dsdata.pdf to determine how the superseded data were derived.
 QN0536
 QN0536_MARKER: DR = REFERENCE MARK DISK
 QN0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0536_STAMPING: CRANE NO 3 1921
 QN0536_MARK LOGO: CGS
 QN0536_PROJECTION: FLUSH
 QN0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0536+STABILITY: SURFACE MOTION
 QN0536
 QN0536  HISTORY     - Date     Condition        Report By
 QN0536  HISTORY     - 1952     MONUMENTED       CGS
 QN0536  HISTORY     - 20041129 MARK NOT FOUND   WIDT
 QN0536
 QN0536                          STATION DESCRIPTION
 QN0536
 QN0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0536'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF LADYSMITH,
 QN0536'WEST OF SOO LINE RAILROAD TRACKS, IN A FARM YARD OF LAND
 QN0536'OWNED BY MR. CHARLES OBRIEN.
 QN0536'
 QN0536'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 8 AND STATE HIGHWAY
 QN0536'27 IN LADYSMITH, GO NORTH ON HIGHWAY 27 FOR 7 MILES TO JUNCTION
 QN0536'WITH COUNTY ROAD AA, TURN LEFT, WEST, FOLLOW ROAD AA 3.5 MILES
 QN0536'TO A RAILROAD CROSSING, CONTINUE AHEAD ON ROAD AA FOR 0.2 MILE
 QN0536'TO A DRIVEWAY ON LEFT, TURN INTO DRIVEWAY AND GO ABOUT 100
 QN0536'YARDS TO STATION SITE SOUTHEAST OF HOUSE.
 QN0536'
 QN0536'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0536'POST FLUSH WITH THE SURFACE.  IT IS 71 FEET WEST OF THE WEST
 QN0536'RIGHT OF WAY FENCE OF THE SOO LINE RAILROAD.  IT IS STAMPED
 QN0536'CRANE NO 3 1921.
 QN0536'
 QN0536'CRANE 1921 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 QN0536'FLUSH WITH THE SURFACE.  THIS MARK IS LOCATED ON THE WEST EDGE OF
 QN0536'AN EMBANKMENT MAKING IT IMPOSSIBLE TO ERECT TOWER OVER MARK.
 QN0536'IT IS 13 FEET SOUTH OF THE NORTHEAST CORNER OF A PASTURE, 2
 QN0536'FEET EAST OF THE RAILROAD RIGHT OF WAY FENCE.  IT IS STAMPED
 QN0536'CRANE 1921.
 QN0536'
 QN0536'REFERENCE MARK NO. 1, USED AS STATION IN 1934, IS A STANDARD
 QN0536'DISK SET IN A SQUARE CONCRETE POST PROJECTING 15 INCHES.  NO
 QN0536'MEASUREMENTS WERE POSSIBLE TO THIS MARK DUE TO BEING ENCIRCLED
 QN0536'CLOSELY BY LARGE HAY PILES.  IT IS STAMPED CRANE NO 1 1934-1921.
 QN0536'
 QN0536'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0536'POST PROJECTING 1.0 INCH.  IT IS 2 FEET EAST OF THE RAILROAD
 QN0536'RIGHT OF WAY FENCE LINE AND IS STAMPED CRANE NO 2 1921-1934.
 QN0536'
 QN0536'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0536'POST PROJECTING 14 INCHES.  IT IS 20 FEET WEST OF THE CENTERLINE
 QN0536'OF COUNTY ROAD AA, 2.5 FEET NORTH OF A WITNESS POST AND IS STAMPED
 QN0536'CRANE 1921-1934.
 QN0536'
 QN0536'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QN0536
 QN0536                          STATION RECOVERY (2004)
 QN0536
 QN0536'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QN0536'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PO0085 ***********************************************************************
 PO0085  DESIGNATION -  CRANMOOR
 PO0085  PID         -  PO0085
 PO0085  STATE/COUNTY-  WI/WOOD
 PO0085  COUNTRY     -  US
 PO0085  USGS QUAD   -  BABCOCK (2018)
 PO0085
 PO0085                         *CURRENT SURVEY CONTROL
 PO0085  ______________________________________________________________________
 PO0085* NAD 83(1991) POSITION- 44 18 55.45506(N) 090 01 58.40960(W)   ADJUSTED
 PO0085* NAVD 88 ORTHO HEIGHT -   299.234 (meters)      981.74  (feet) ADJUSTED
 PO0085  ______________________________________________________________________
 PO0085  GEOID HEIGHT    -        -34.865 (meters)                     GEOID18
 PO0085  LAPLACE CORR    -         -4.56  (seconds)                    DEFLEC18
 PO0085  DYNAMIC HEIGHT  -        299.181 (meters)      981.56  (feet) COMP
 PO0085  MODELED GRAVITY -    980,431.0   (mgal)                       NAVD 88
 PO0085
 PO0085  HORZ ORDER      -  FIRST
 PO0085  VERT ORDER      -  FIRST     CLASS II
 PO0085
 PO0085.The horizontal coordinates were established by classical geodetic methods
 PO0085.and adjusted by the National Geodetic Survey in November 1991.
 PO0085
 PO0085.The orthometric height was determined by differential leveling and
 PO0085.adjusted by the NATIONAL GEODETIC SURVEY
 PO0085.in June 1991.
 PO0085
 PO0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0085.GEOID18 height accuracy estimate available here.
 PO0085
 PO0085.Click photographs - Photos may exist for this station.
 PO0085
 PO0085.The Laplace correction was computed from DEFLEC18 derived deflections.
 PO0085
 PO0085.The dynamic height is computed by dividing the NAVD 88
 PO0085.geopotential number by the normal gravity value computed on the
 PO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0085.degrees latitude (g = 980.6199 gals.).
 PO0085
 PO0085.The modeled gravity was interpolated from observed gravity values.
 PO0085
 PO0085. The following values were computed from the NAD 83(1991) position.
 PO0085
 PO0085;                    North         East     Units Scale Factor Converg.
 PO0085;SPC WI C     -    53,567.386   597,375.940   MT  0.99998828   -0 01 23.5
 PO0085;SPC WI C     -   175,745.67  1,959,890.90   sFT  0.99998828   -0 01 23.5
 PO0085;SPC WI S     -   257,234.578   597,375.752   MT  1.00006004   -0 01 21.4
 PO0085;SPC WI S     -   843,943.78  1,959,890.28   sFT  1.00006004   -0 01 21.4
 PO0085;UTM  15      - 4,911,187.298   736,624.137   MT  1.00028865   +2 04 25.7
 PO0085;UTM  16      - 4,911,379.378   258,129.601   MT  1.00031952   -2 07 11.4
 PO0085
 PO0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0085!SPC WI C     -   0.99995855  x   0.99998828  =   0.99994683
 PO0085!SPC WI S     -   0.99995855  x   1.00006004  =   1.00001859
 PO0085!UTM  15      -   0.99995855  x   1.00028865  =   1.00024719
 PO0085!UTM  16      -   0.99995855  x   1.00031952  =   1.00027806
 PO0085
 PO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3662411187(NAD 83)
 PO0085
 PO0085|---------------------------------------------------------------------|
 PO0085| PID    Reference Object                     Distance      Geod. Az  |
 PO0085|                                                           dddmmss.s |
 PO0085| CJ4459 CRANMOOR RM 1                                      13052     |
 PO0085| CJ4460 CRANMOOR RM 2                                      24838     |
 PO0085|---------------------------------------------------------------------|
 PO0085
 PO0085                          SUPERSEDED SURVEY CONTROL
 PO0085
 PO0085  NAD 83(1986)-  44 18 55.45310(N)    090 01 58.41748(W) AD(       ) 1
 PO0085  NAD 27      -  44 18 55.57155(N)    090 01 57.95037(W) AD(       ) 1
 PO0085  NGVD 29 (??/??/92)  299.255  (m)          981.81   (f) ADJ UNCH    1 2
 PO0085  NGVD 29             299.25   (m)          981.8    (f) LEVELING    3  
 PO0085
 PO0085.Superseded values are not recommended for survey control.
 PO0085
 PO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0085.See file dsdata.pdf to determine how the superseded data were derived.
 PO0085
 PO0085_MARKER: DE = TRAVERSE STATION DISK
 PO0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0085_STAMPING: CRANMOOR 1926
 PO0085_MARK LOGO: CGS
 PO0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0085+STABILITY: SURFACE MOTION
 PO0085
 PO0085  HISTORY     - Date     Condition        Report By
 PO0085  HISTORY     - 1926     MONUMENTED       CGS
 PO0085  HISTORY     - 1930     GOOD             CGS
 PO0085  HISTORY     - 1930     GOOD             CGS
 PO0085  HISTORY     - 1935     GOOD             CGS
 PO0085  HISTORY     - 1935     MARK NOT FOUND   CGS
 PO0085  HISTORY     - 1955     POOR             USGS
 PO0085  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PO0085  HISTORY     - 1985     MARK NOT FOUND   NGS
 PO0085
 PO0085                          STATION DESCRIPTION
 PO0085
 PO0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0085'STATION IS ABOUT 4 MILES E OF BABCOCK AT CRANMOOR SIDING,
 PO0085'ABOUT 50 FEET W OF SIDING SHACK AND 15 FEET N OF COUNTY
 PO0085'TRUNK J.  OFFSET 16.215 FEET S OF S RAIL.
 PO0085'
 PO0085'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PO0085'DISKS SET IN CONCRETE POSTS.
 PO0085'
 PO0085'REFERENCE MARKS ARE S OF ROAD.
 PO0085
 PO0085                          STATION RECOVERY (1930)
 PO0085
 PO0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0085'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PO0085'ADEQUATE.
 PO0085
 PO0085                          STATION RECOVERY (1930)
 PO0085
 PO0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 PO0085'4 MI E FROM BABCOCK.
 PO0085'ABOUT 4 MILES EAST ON THE C.M. AND ST. P RY.  AT CRANMOOR SIDING,
 PO0085'ABOUT 50 FEET WEST OF SIDING SHACK AND 15 FEET NORTH OF COUNTY
 PO0085'HIGHWAY J.  16.215 FEET SOUTH OF SOUTH RAIL.
 PO0085
 PO0085                          STATION RECOVERY (1935)
 PO0085
 PO0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 PO0085'STATION MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PO0085'DESCRIPTION ADEQUATE.
 PO0085'
 PO0085'NOTE--REFERENCE MARK NO. 1 PUSHED OUT OF THE GROUND BY FROST
 PO0085'ACTION.  REFERENCE MARK NO. 2 NOT LOCATED.
 PO0085
 PO0085                          STATION RECOVERY (1935)
 PO0085
 PO0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 PO0085'MARK NOT FOUND.
 PO0085
 PO0085                          STATION RECOVERY (1955)
 PO0085
 PO0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PO0085'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION.  REFERENCE
 PO0085'MARK NO. 1 HAS BEEN DISTURBED.  MEASURED DISTANCES FROM
 PO0085'REFERENCE MARKS TO POSITION OF CRANMOOR AND DUG AND FOUND
 PO0085'UNDERGROUND MARK AND FOUND IT DISTURBED TOO.  POST HAS BEEN
 PO0085'DESTROYED BY ROAD CONSTRUCTION.
 PO0085
 PO0085                          STATION RECOVERY (1971)
 PO0085
 PO0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PO0085'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  REFERENCE
 PO0085'MARK 1 WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.  A LONG
 PO0085'SEARCH (DIGGING) WAS MADE FOR THE STATION MARK BY USING THE
 PO0085'MEASUREMENT FROM REFERENCE MARK 2 AND THE RAILROAD BUT NOTHING
 PO0085'COULD BE FOUND.  THE STATION IS ASSUMED TO HAVE BEEN DESTROYED
 PO0085'BY ROAD WORK.  REFERENCE MARK 2 WAS LEFT INTACT.
 PO0085'
 PO0085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 PO0085'MILES EAST OF BABCOCK.
 PO0085
 PO0085                          STATION RECOVERY (1985)
 PO0085
 PO0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK4992 ***********************************************************************
 DK4992  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4992  DESIGNATION -  CRANMOOR C GPS
 DK4992  PID         -  DK4992
 DK4992  STATE/COUNTY-  WI/WOOD
 DK4992  COUNTRY     -  US
 DK4992  USGS QUAD   -  NEKOOSA (2018)
 DK4992
 DK4992                         *CURRENT SURVEY CONTROL
 DK4992  ______________________________________________________________________
 DK4992* NAD 83(2011) POSITION- 44 20 51.84953(N) 089 58 44.94728(W)   ADJUSTED
 DK4992* NAD 83(2011) ELLIP HT-   268.448 (meters)        (06/27/12)   ADJUSTED
 DK4992* NAD 83(2011) EPOCH   -  2010.00
 DK4992* NAVD 88 ORTHO HEIGHT -   303.39  (meters)      995.4   (feet) GPS OBS
 DK4992  ______________________________________________________________________
 DK4992  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK4992  GEOID HEIGHT    -        -34.947 (meters)                     GEOID12A
 DK4992  GEOID HEIGHT    -        -34.951 (meters)                     GEOID18
 DK4992  NAD 83(2011) X  -      1,662.410 (meters)                     COMP
 DK4992  NAD 83(2011) Y  - -4,568,743.004 (meters)                     COMP
 DK4992  NAD 83(2011) Z  -  4,435,992.141 (meters)                     COMP
 DK4992  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 DK4992
 DK4992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4992  Standards:
 DK4992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4992  -------------------------------------------------------------------
 DK4992  NETWORK    0.44   0.37           0.20   0.15   0.19      0.11281865
 DK4992  -------------------------------------------------------------------
 DK4992  Click here for local accuracies and other accuracy information.
 DK4992
 DK4992.The horizontal coordinates were established by GPS observations
 DK4992.and adjusted by the National Geodetic Survey in June 2012.
 DK4992
 DK4992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4992.been affixed to the stable North American tectonic plate. See 
 DK4992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4992
 DK4992.The horizontal coordinates are valid at the epoch date displayed above
 DK4992.which is a decimal equivalence of Year/Month/Day.
 DK4992
 DK4992.The orthometric height was determined by GPS observations and a
 DK4992.high-resolution geoid model using precise GPS observation and
 DK4992.processing techniques.
 DK4992
 DK4992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4992.GEOID18 height accuracy estimate available here.
 DK4992
 DK4992.Click photographs - Photos may exist for this station.
 DK4992
 DK4992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4992
 DK4992.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4992
 DK4992.The ellipsoidal height was determined by GPS observations
 DK4992.and is referenced to NAD 83.
 DK4992
 DK4992. The following values were computed from the NAD 83(2011) position.
 DK4992
 DK4992;                    North         East     Units Scale Factor Converg.
 DK4992;SPC WI C     -    57,159.684   601,662.311   MT  0.99998296   +0 00 53.0
 DK4992;SPC WI C     -   187,531.40  1,973,953.77   sFT  0.99998296   +0 00 53.0
 DK4992;UTM  16      - 4,914,813.498   262,545.989   MT  1.00029348   -2 05 00.4
 DK4992;UTM  15      - 4,914,935.249   740,777.470   MT  1.00031303   +2 06 45.4
 DK4992
 DK4992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4992!SPC WI C     -   0.99995791  x   0.99998296  =   0.99994087
 DK4992!UTM  16      -   0.99995791  x   1.00029348  =   1.00025138
 DK4992!UTM  15      -   0.99995791  x   1.00031303  =   1.00027093
 DK4992
 DK4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6254514813(NAD 83)
 DK4992
 DK4992                          SUPERSEDED SURVEY CONTROL
 DK4992
 DK4992  NAD 83(2007)-  44 20 51.84956(N)    089 58 44.94814(W) AD(2002.00) 1
 DK4992  ELLIP H (07/29/08)  268.478  (m)                       GP(2002.00) 3 1
 DK4992  NAVD 88 (07/29/08)  303.38   (m)  GEOID03  model used  GPS OBS        
 DK4992
 DK4992.Superseded values are not recommended for survey control.
 DK4992
 DK4992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4992.See file dsdata.pdf to determine how the superseded data were derived.
 DK4992
 DK4992_MARKER: DD = SURVEY DISK
 DK4992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4992_STAMPING: CRANMOOR C GPS 2005
 DK4992_MARK LOGO: WIDT
 DK4992_PROJECTION: FLUSH
 DK4992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4992+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2010
 DK4992
 DK4992  HISTORY     - Date     Condition        Report By
 DK4992  HISTORY     - 2004     MONUMENTED       WIDT
 DK4992  HISTORY     - 20060911 GOOD             WIDT
 DK4992  HISTORY     - 20101005 GOOD             WIDT
 DK4992
 DK4992                          STATION DESCRIPTION
 DK4992
 DK4992'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK4992'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DK4992'HIGHWAY GG ABOUT 5 MI (8.0 KM) WEST OF THE VILLAGE OF PORT EDWARDS, GO
 DK4992'WEST ON STATE HIGHWAY 54 FOR 0.8 MI (1.3 KM) TO A HISTORICAL MARKER ON
 DK4992'THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DK4992'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DK4992'DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M
 DK4992'DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY
 DK4992'PAVEMENT.  THE STATION IS 19.8 M (65.0 FT) NORTH OF THE CENTERLINE OF
 DK4992'STATE HIGHWAY 54, 31.7 M (104.0 FT) NORTHEAST OF THE NORTHERNMOST WOOD
 DK4992'POST FOR A --HISTORICAL MARKER-- SIGN, 13 M (42.7 FT) EAST OF THE
 DK4992'WESTERN HIGHWAY ENTRANCE TO THE HISTORICAL MARKER, 10 M (32.8 FT)
 DK4992'SOUTH OF A WATER RESERVOIR, AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND
 DK4992'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DK4992'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DK4992'ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST OF THE STATION
 DK4992'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DK4992
 DK4992                          STATION RECOVERY (2010)
 DK4992
 DK4992'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK4992'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK4989 ***********************************************************************
 DK4989  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4989  DESIGNATION -  CRANMOOR GPS
 DK4989  PID         -  DK4989
 DK4989  STATE/COUNTY-  WI/WOOD
 DK4989  COUNTRY     -  US
 DK4989  USGS QUAD   -  VESPER (2018)
 DK4989
 DK4989                         *CURRENT SURVEY CONTROL
 DK4989  ______________________________________________________________________
 DK4989* NAD 83(2011) POSITION- 44 24 32.90572(N) 089 59 53.68445(W)   ADJUSTED
 DK4989* NAD 83(2011) ELLIP HT-   282.873 (meters)        (06/27/12)   ADJUSTED
 DK4989* NAD 83(2011) EPOCH   -  2010.00
 DK4989* NAVD 88 ORTHO HEIGHT -   317.75  (meters)     1042.5   (feet) GPS OBS
 DK4989  ______________________________________________________________________
 DK4989  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK4989  GEOID HEIGHT    -        -34.880 (meters)                     GEOID12A
 DK4989  GEOID HEIGHT    -        -34.886 (meters)                     GEOID18
 DK4989  NAD 83(2011) X  -        139.743 (meters)                     COMP
 DK4989  NAD 83(2011) Y  - -4,563,981.269 (meters)                     COMP
 DK4989  NAD 83(2011) Z  -  4,440,879.259 (meters)                     COMP
 DK4989  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC18
 DK4989
 DK4989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4989  Standards:
 DK4989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4989  -------------------------------------------------------------------
 DK4989  NETWORK    0.31   0.29           0.14   0.11   0.15      0.13570479
 DK4989  -------------------------------------------------------------------
 DK4989  Click here for local accuracies and other accuracy information.
 DK4989
 DK4989.The horizontal coordinates were established by GPS observations
 DK4989.and adjusted by the National Geodetic Survey in June 2012.
 DK4989
 DK4989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4989.been affixed to the stable North American tectonic plate. See 
 DK4989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4989
 DK4989.The horizontal coordinates are valid at the epoch date displayed above
 DK4989.which is a decimal equivalence of Year/Month/Day.
 DK4989
 DK4989.The orthometric height was determined by GPS observations and a
 DK4989.high-resolution geoid model using precise GPS observation and
 DK4989.processing techniques.
 DK4989
 DK4989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4989.GEOID18 height accuracy estimate available here.
 DK4989
 DK4989.Click photographs - Photos may exist for this station.
 DK4989
 DK4989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4989
 DK4989.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4989
 DK4989.The ellipsoidal height was determined by GPS observations
 DK4989.and is referenced to NAD 83.
 DK4989
 DK4989. The following values were computed from the NAD 83(2011) position.
 DK4989
 DK4989;                    North         East     Units Scale Factor Converg.
 DK4989;SPC WI C     -    63,982.569   600,139.733   MT  0.99997372   +0 00 04.5
 DK4989;SPC WI C     -   209,916.15  1,968,958.44   sFT  0.99997372   +0 00 04.5
 DK4989;UTM  16      - 4,921,689.769   261,273.951   MT  1.00030092   -2 05 56.7
 DK4989;UTM  15      - 4,921,700.014   739,005.419   MT  1.00030256   +2 06 05.6
 DK4989
 DK4989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4989!SPC WI C     -   0.99995565  x   0.99997372  =   0.99992937
 DK4989!UTM  16      -   0.99995565  x   1.00030092  =   1.00025655
 DK4989!UTM  15      -   0.99995565  x   1.00030256  =   1.00025819
 DK4989
 DK4989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6127321689(NAD 83)
 DK4989
 DK4989                          SUPERSEDED SURVEY CONTROL
 DK4989
 DK4989  NAD 83(2007)-  44 24 32.90575(N)    089 59 53.68526(W) AD(2002.00) 1
 DK4989  ELLIP H (07/29/08)  282.905  (m)                       GP(2002.00) 3 1
 DK4989  NAVD 88 (07/29/08)  317.74   (m)  GEOID03  model used  GPS OBS        
 DK4989
 DK4989.Superseded values are not recommended for survey control.
 DK4989
 DK4989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4989.See file dsdata.pdf to determine how the superseded data were derived.
 DK4989
 DK4989_MARKER: DD = SURVEY DISK
 DK4989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4989_STAMPING: CRANMOOR GPS 2005
 DK4989_MARK LOGO: WIDT
 DK4989_PROJECTION: FLUSH
 DK4989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4989+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2010
 DK4989
 DK4989  HISTORY     - Date     Condition        Report By
 DK4989  HISTORY     - 2004     MONUMENTED       WIDT
 DK4989  HISTORY     - 20060912 GOOD             WIDT
 DK4989  HISTORY     - 20101005 GOOD             WIDT
 DK4989
 DK4989                          STATION DESCRIPTION
 DK4989
 DK4989'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK4989'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND STATE
 DK4989'HIGHWAY 73 WITH STATE HIGHWAY 186 TO THE NORTH AND COUNTY HIGHWAY D TO
 DK4989'THE SOUTH ABOUT 7 MI (11.3 KM) NORTHWEST OF THE CITY OF WISCONSIN
 DK4989'RAPIDS, GO SOUTH ON COUNTY HIGHWAY D FOR 3.8 MI (6.1 KM) TO COUNTY
 DK4989'HIGHWAY Q ON THE LEFT AND HEMLOCK ROAD ON THE RIGHT, TURN LEFT AND GO
 DK4989'EAST ON COUNTY Q FOR 0.05 MI (0.1 KM) TO THE STATION ON THE LEFT.  THE
 DK4989'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DK4989'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16 INCH)
 DK4989'DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY
 DK4989'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.5 M (31.2 FT)
 DK4989'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY Q, 43 M (141.1 FT) EAST OF
 DK4989'THE CENTERLINE OF COUNTY HIGHWAY D, AND 1.0 M (3.3 FT) EAST AND WEST
 DK4989'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DK4989'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DK4989'HORIZON.
 DK4989
 DK4989                          STATION RECOVERY (2010)
 DK4989
 DK4989'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK4989'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK4991 ***********************************************************************
 DK4991  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4991  DESIGNATION -  CRANMOOR W GPS
 DK4991  PID         -  DK4991
 DK4991  STATE/COUNTY-  WI/WOOD
 DK4991  COUNTRY     -  US
 DK4991  USGS QUAD   -  BABCOCK (2018)
 DK4991
 DK4991                         *CURRENT SURVEY CONTROL
 DK4991  ______________________________________________________________________
 DK4991* NAD 83(2011) POSITION- 44 21 42.28437(N) 090 04 19.63027(W)   ADJUSTED
 DK4991* NAD 83(2011) ELLIP HT-   267.371 (meters)        (06/27/12)   ADJUSTED
 DK4991* NAD 83(2011) EPOCH   -  2010.00
 DK4991* NAVD 88 ORTHO HEIGHT -   302.12  (meters)      991.2   (feet) GPS OBS
 DK4991  ______________________________________________________________________
 DK4991  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK4991  GEOID HEIGHT    -        -34.752 (meters)                     GEOID12A
 DK4991  GEOID HEIGHT    -        -34.749 (meters)                     GEOID18
 DK4991  NAD 83(2011) X  -     -5,749.410 (meters)                     COMP
 DK4991  NAD 83(2011) Y  - -4,567,650.555 (meters)                     COMP
 DK4991  NAD 83(2011) Z  -  4,437,104.546 (meters)                     COMP
 DK4991  LAPLACE CORR    -         -5.24  (seconds)                    DEFLEC18
 DK4991
 DK4991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4991  Standards:
 DK4991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4991  -------------------------------------------------------------------
 DK4991  NETWORK    0.48   0.41           0.21   0.18   0.21      0.08564161
 DK4991  -------------------------------------------------------------------
 DK4991  Click here for local accuracies and other accuracy information.
 DK4991
 DK4991.The horizontal coordinates were established by GPS observations
 DK4991.and adjusted by the National Geodetic Survey in June 2012.
 DK4991
 DK4991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4991.been affixed to the stable North American tectonic plate. See 
 DK4991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4991
 DK4991.The horizontal coordinates are valid at the epoch date displayed above
 DK4991.which is a decimal equivalence of Year/Month/Day.
 DK4991
 DK4991.The orthometric height was determined by GPS observations and a
 DK4991.high-resolution geoid model using precise GPS observation and
 DK4991.processing techniques.
 DK4991
 DK4991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4991.GEOID18 height accuracy estimate available here.
 DK4991
 DK4991.Click photographs - Photos may exist for this station.
 DK4991
 DK4991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4991
 DK4991.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4991
 DK4991.The ellipsoidal height was determined by GPS observations
 DK4991.and is referenced to NAD 83.
 DK4991
 DK4991. The following values were computed from the NAD 83(2011) position.
 DK4991
 DK4991;                    North         East     Units Scale Factor Converg.
 DK4991;SPC WI C     -    58,718.739   594,250.940   MT  0.99998075   -0 03 03.2
 DK4991;SPC WI C     -   192,646.40  1,949,638.29   sFT  0.99998075   -0 03 03.2
 DK4991;UTM  15      - 4,916,222.280   733,311.674   MT  1.00026949   +2 02 53.0
 DK4991;UTM  16      - 4,916,643.458   255,194.216   MT  1.00033709   -2 08 56.6
 DK4991
 DK4991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4991!SPC WI C     -   0.99995808  x   0.99998075  =   0.99993883
 DK4991!UTM  15      -   0.99995808  x   1.00026949  =   1.00022756
 DK4991!UTM  16      -   0.99995808  x   1.00033709  =   1.00029515
 DK4991
 DK4991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3331116222(NAD 83)
 DK4991
 DK4991                          SUPERSEDED SURVEY CONTROL
 DK4991
 DK4991  NAD 83(2007)-  44 21 42.28444(N)    090 04 19.63103(W) AD(2002.00) 1
 DK4991  ELLIP H (07/29/08)  267.408  (m)                       GP(2002.00) 3 1
 DK4991  NAVD 88 (07/29/08)  302.11   (m)  GEOID03  model used  GPS OBS        
 DK4991
 DK4991.Superseded values are not recommended for survey control.
 DK4991
 DK4991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4991.See file dsdata.pdf to determine how the superseded data were derived.
 DK4991
 DK4991_MARKER: DD = SURVEY DISK
 DK4991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4991_STAMPING: CRANMOOR W GPS 2005
 DK4991_MARK LOGO: WIDT
 DK4991_PROJECTION: FLUSH
 DK4991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4991+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2010
 DK4991
 DK4991  HISTORY     - Date     Condition        Report By
 DK4991  HISTORY     - 2004     MONUMENTED       WIDT
 DK4991  HISTORY     - 20060911 GOOD             WIDT
 DK4991  HISTORY     - 20101005 GOOD             WIDT
 DK4991
 DK4991                          STATION DESCRIPTION
 DK4991
 DK4991'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK4991'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80 WITH STATE
 DK4991'HIGHWAY 54 EAST ABOUT 5 MI (8.0 KM) SOUTH OF THE CITY OF PITTSVILLE,
 DK4991'GO EAST ON STATE HIGHWAY 54 FOR 1.0 MI (1.6 KM) TO LONESOME ROAD ON
 DK4991'THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 54 FOR 1.1 MI (1.8 KM) TO
 DK4991'THE STATION ON THE RIGHT.  THE STATION IS A WISCONSIN DEPARTMENT OF
 DK4991'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DK4991'A 40-CM (16 INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN
 DK4991'THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DK4991'IS 10.0 M (32.8 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 54, 25 M
 DK4991'(82.0 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE --7142--,
 DK4991'19.3 M (63.3 FT) EAST-NORTHEAST OF A POWER POLE, 19.0 M (62.3 FT) EAST
 DK4991'OF A TELEPHONE PEDESTAL --09-5500-16--, AND 1.0 M (3.3 FT) EAST AND
 DK4991'WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DK4991'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DK4991'HORIZON.
 DK4991
 DK4991                          STATION RECOVERY (2010)
 DK4991
 DK4991'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DK4991'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NH1350 ***********************************************************************
 NH1350  DESIGNATION -  CREEDY
 NH1350  PID         -  NH1350
 NH1350  STATE/COUNTY-  WI/ROCK
 NH1350  COUNTRY     -  US
 NH1350  USGS QUAD   -  BELOIT (2018)
 NH1350
 NH1350                         *CURRENT SURVEY CONTROL
 NH1350  ______________________________________________________________________
 NH1350* NAD 83(1991) POSITION- 42 33 43.75383(N) 089 06 19.14511(W)   ADJUSTED
 NH1350* NAVD 88 ORTHO HEIGHT -   287.    (meters)      942.    (feet) SCALED
 NH1350  ______________________________________________________________________
 NH1350  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 NH1350  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 NH1350  HORZ ORDER      -  THIRD
 NH1350
 NH1350.The horizontal coordinates were established by classical geodetic methods
 NH1350.and adjusted by the National Geodetic Survey in November 1991.
 NH1350
 NH1350.The orthometric height was scaled from a topographic map.
 NH1350
 NH1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 NH1350.GEOID18 height accuracy estimate available here.
 NH1350
 NH1350.Click photographs - Photos may exist for this station.
 NH1350
 NH1350.The Laplace correction was computed from DEFLEC18 derived deflections.
 NH1350
 NH1350. The following values were computed from the NAD 83(1991) position.
 NH1350
 NH1350;                    North         East     Units Scale Factor Converg.
 NH1350;SPC WI S     -    62,845.340   673,470.539   MT  1.00003891   +0 36 53.1
 NH1350;SPC WI S     -   206,185.09  2,209,544.59   sFT  1.00003891   +0 36 53.1
 NH1350;UTM  16      - 4,714,342.684   327,182.208   MT  0.99996746   -1 25 27.7
 NH1350
 NH1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1350!SPC WI S     -   0.99996030  x   1.00003891  =   0.99999921
 NH1350!UTM  16      -   0.99996030  x   0.99996746  =   0.99992776
 NH1350
 NH1350:                Primary Azimuth Mark                     Grid Az
 NH1350:SPC WI S     -  CREEDY AZ MK                             178 48 13.5
 NH1350:UTM  16      -  CREEDY AZ MK                             180 50 34.3
 NH1350
 NH1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2718214342(NAD 83)
 NH1350
 NH1350|---------------------------------------------------------------------|
 NH1350| PID    Reference Object                     Distance      Geod. Az  |
 NH1350|                                                           dddmmss.s |
 NH1350| NH1323 JANESVILLE RADIO STA WCLO MAST      APPROX.12.0 KM 0252753.0 |
 NH1350| NH1322 JANESVILLE ST MARYS CH SPIRE        APPROX.15.4 KM 0265012.2 |
 NH1350| CI8462 CREEDY RM 1                          10.420 METERS 07334     |
 NH1350| CI8461 CREEDY AZ MK                                       1792506.6 |
 NH1350| CI8463 CREEDY RM 2                          11.032 METERS 18139     |
 NH1350|---------------------------------------------------------------------|
 NH1350
 NH1350                          SUPERSEDED SURVEY CONTROL
 NH1350
 NH1350  NAD 83(1986)-  42 33 43.75017(N)    089 06 19.14834(W) AD(       ) 3
 NH1350  NAD 27      -  42 33 43.70790(N)    089 06 18.74840(W) AD(       ) 3
 NH1350
 NH1350.Superseded values are not recommended for survey control.
 NH1350
 NH1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1350.See file dsdata.pdf to determine how the superseded data were derived.
 NH1350
 NH1350_MARKER: DS = TRIANGULATION STATION DISK
 NH1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1350_STAMPING: CREEDY 1957
 NH1350_MARK LOGO: CGS
 NH1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1350+STABILITY: SURFACE MOTION
 NH1350
 NH1350  HISTORY     - Date     Condition        Report By
 NH1350  HISTORY     - 1957     MONUMENTED       CGS
 NH1350  HISTORY     - 1958     GOOD             CHIAS
 NH1350  HISTORY     - 1975     GOOD             NGS
 NH1350  HISTORY     - 20010331 GOOD             NGS
 NH1350
 NH1350                          STATION DESCRIPTION
 NH1350
 NH1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1350'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHWEST OF JANESVILLE,
 NH1350'7 MILES NORTHWEST OF BELOIT, 0.25 MILE NORTH OF VOR JANESVILLE
 NH1350'JVL, ON THE SOUTH SIDE OF CREEDY ROAD IN A NORTH-SOUTH FENCE
 NH1350'LINE.  IT IS 12 FEET WEST OF THE CENTERLINE OF A GRAVELED
 NH1350'DRIVEWAY, 37 FEET SOUTH OF THE CENTERLINE OF CREEDY ROAD,
 NH1350'2 FEET EAST OF A WIRE FENCE AND 6 FEET SOUTH OF A WHITE
 NH1350'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 NH1350'IS STAMPED CREEDY 1957.
 NH1350'
 NH1350'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1350'13, 81, AND U.S. HIGHWAY 51 IN THE NORTHERN PART OF BELOIT,
 NH1350'GO WEST AND NORTHWEST ON HIGHWAYS 13 AND 81 FOR 1.5 MILES
 NH1350'TO THE JUNCTION OF HIGHWAYS 13 AND 81.  CONTINUE NORTHWESTERLY
 NH1350'ON HIGHWAY 13 FOR 1.9 MILES TO A SIDE ROAD RIGHT.  TURN
 NH1350'RIGHT AND GO NORTH ON A PAVED ROAD FOR 2.15 MILES TO A
 NH1350'T-INTERSECTION.  TURN LEFT AND GO WEST ON CREEDY ROAD FOR
 NH1350'1.25 MILES TO THE STATION ON THE LEFT.
 NH1350'
 NH1350'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 NH1350'A GRAVELED DRIVEWAY FOR 0.25 MILE TO THE MARK ON THE LEFT
 NH1350'AS DESCRIBED.
 NH1350'
 NH1350'REFERENCE MARK 1 IS 21 FEET EAST OF THE CENTERLINE OF THE
 NH1350'GRAVELED DRIVEWAY, 25 FEET SOUTH OF THE CENTERLINE OF CREEDY
 NH1350'ROAD AND 34 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT
 NH1350'IS FLUSH AND THE DISK IS STAMPED CREEDY NO 1 1957.
 NH1350'
 NH1350'REFERENCE MARK 2 IS 43 FEET SOUTH OF A WHITE WITNESS POST, 14
 NH1350'FEET WEST OF THE CENTERLINE OF THE GRAVELED DRIVEWAY, 72
 NH1350'FEET SOUTH OF THE CENTERLINE OF CREEDY ROAD AND 1 FOOT EAST
 NH1350'OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 NH1350'DISK IS STAMPED CREEDY NO 2 1957.
 NH1350'
 NH1350'THE AZIMUTH MARK IS 25 FEET EAST OF A FENCE CORNER, 11 FEET
 NH1350'EAST OF THE CENTERLINE OF THE GRAVELED DRIVEWAY, 1 FOOT
 NH1350'NORTH OF A FENCE LINE AND 3 FEET WEST OF A WHITE WITNESS
 NH1350'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CREEDY
 NH1350'1957.
 NH1350'
 NH1350'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1350
 NH1350                          STATION RECOVERY (1958)
 NH1350
 NH1350'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1958
 NH1350'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 NH1350'IN GOOD CONDITION AS DESCRIBED.
 NH1350
 NH1350                          STATION RECOVERY (1975)
 NH1350
 NH1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 NH1350'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARKS
 NH1350'AND AZIMUTH MARK NOT SEARCHED FOR.
 NH1350
 NH1350                          STATION RECOVERY (2001)
 NH1350
 NH1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1350'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP2822 ***********************************************************************
 DP2822  HT_MOD      -  This is a Height Modernization Survey Station.
 DP2822  DESIGNATION -  CRESCENT S GPS
 DP2822  PID         -  DP2822
 DP2822  STATE/COUNTY-  WI/ONEIDA
 DP2822  COUNTRY     -  US
 DP2822  USGS QUAD   -  WOODBORO (2018)
 DP2822
 DP2822                         *CURRENT SURVEY CONTROL
 DP2822  ______________________________________________________________________
 DP2822* NAD 83(2011) POSITION- 45 33 46.83145(N) 089 32 34.60681(W)   ADJUSTED
 DP2822* NAD 83(2011) ELLIP HT-   441.530 (meters)        (05/27/14)   ADJUSTED
 DP2822* NAD 83(2011) EPOCH   -  2010.00
 DP2822* NAVD 88 ORTHO HEIGHT -   473.42  (meters)     1553.2   (feet) GPS OBS
 DP2822  ______________________________________________________________________
 DP2822  GEOID HEIGHT    -        -31.895 (meters)                     GEOID18
 DP2822  NAD 83(2011) X  -     35,684.651 (meters)                     COMP
 DP2822  NAD 83(2011) Y  - -4,473,296.442 (meters)                     COMP
 DP2822  NAD 83(2011) Z  -  4,531,690.137 (meters)                     COMP
 DP2822  LAPLACE CORR    -         -6.87  (seconds)                    DEFLEC18
 DP2822
 DP2822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2822  Standards:
 DP2822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2822  -------------------------------------------------------------------
 DP2822  NETWORK    0.45   0.63           0.20   0.16   0.32     -0.04211737
 DP2822  -------------------------------------------------------------------
 DP2822  Click here for local accuracies and other accuracy information.
 DP2822
 DP2822.The horizontal coordinates were established by GPS observations
 DP2822.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP2822
 DP2822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2822.been affixed to the stable North American tectonic plate. See 
 DP2822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2822
 DP2822.The horizontal coordinates are valid at the epoch date displayed above
 DP2822.which is a decimal equivalence of Year/Month/Day.
 DP2822
 DP2822.The orthometric height was determined by GPS observations and a
 DP2822.high-resolution geoid model using precise GPS observation and
 DP2822.processing techniques.
 DP2822
 DP2822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2822.GEOID18 height accuracy estimate available here.
 DP2822
 DP2822.Click photographs - Photos may exist for this station.
 DP2822
 DP2822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2822
 DP2822.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2822
 DP2822.The ellipsoidal height was determined by GPS observations
 DP2822.and is referenced to NAD 83.
 DP2822
 DP2822. The following values were computed from the NAD 83(2011) position.
 DP2822
 DP2822;                    North         East     Units Scale Factor Converg.
 DP2822;SPC WI N     -    44,153.660   635,682.390   MT  1.00000067   +0 19 46.9
 DP2822;SPC WI N     -   144,860.80  2,085,567.97   sFT  1.00000067   +0 19 46.9
 DP2822;UTM  16      - 5,048,642.112   301,550.650   MT  1.00008421   -1 48 58.7
 DP2822
 DP2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2822!SPC WI N     -   0.99993078  x   1.00000067  =   0.99993145
 DP2822!UTM  16      -   0.99993078  x   1.00008421  =   1.00001499
 DP2822
 DP2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0155048642(NAD 83)
 DP2822
 DP2822                          SUPERSEDED SURVEY CONTROL
 DP2822
 DP2822  NAVD 88 (05/27/14)  473.44   (m)  GEOID12A model used  GPS OBS        
 DP2822
 DP2822.Superseded values are not recommended for survey control.
 DP2822
 DP2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2822.See file dsdata.pdf to determine how the superseded data were derived.
 DP2822
 DP2822_MARKER: DD = SURVEY DISK
 DP2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2822_STAMPING: CRESCENT S GPS 1993
 DP2822_MARK LOGO: WIDT
 DP2822_PROJECTION: FLUSH
 DP2822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2822+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DP2822
 DP2822  HISTORY     - Date     Condition        Report By
 DP2822  HISTORY     - 1993     MONUMENTED       WI-085
 DP2822  HISTORY     - 20140101 GOOD             WIDT
 DP2822
 DP2822                          STATION DESCRIPTION
 DP2822
 DP2822'DESCRIBED BY WI DEPT OF TRANSP 2014 (EPS)
 DP2822'THE STATION IS LOCATED APPROXIMATELY 18.7 MI (30.1 KM) WEST-NORTHWEST
 DP2822'OF PELICAN LAKE, 8.4 MI (13.5 KM) EAST-NORTHEAST OF HEAFFORD JUNCTION,
 DP2822'AND 7.8 MI (12.6 KM) SOUTHWEST OF RHINELANDER.
 DP2822'
 DP2822'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 WITH COUNTY
 DP2822'HIGHWAY N TO THE NORTH LOCATED APPROXIMATELY 8 MI (12.9 KM)
 DP2822'WEST-SOUTHWEST OF THE CITY OF RHINELANDER AND IN THE COMMUNITY OF
 DP2822'WOODBORO, GO SOUTHWEST THEN SOUTH ALONG U.S. HIGHWAY 8 FOR 2.2 MI (3.5
 DP2822'KM) TO SPRING CREEK DRIVE ON THE LEFT, TURN LEFT AND GO SOUTH ON
 DP2822'SPRING CREEK DRIVE FOR 0.9 MI (1.4 KM) TO FIRE TOWER ROAD ON THE LEFT,
 DP2822'TURN LEFT AND GO EAST ON FIRE TOWER ROAD FOR 1.25 MI (2.0 KM) TO THE
 DP2822'STATION ON THE LEFT.
 DP2822'
 DP2822'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS
 DP2822'GEODETIC CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16 INCH)
 DP2822'DIAMETER CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DP2822'STATION IS 8.5 M (27.9 FT) NORTH OF THE CENTERLINE OF FIRE TOWER ROAD,
 DP2822'99 M (324.8 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE DRIVE -7293-,
 DP2822'92.4 M (303.1 FT) EAST-NORTHEAST OF A GREEN ELECTRICAL TRANSFORMER
 DP2822'BOX, 69.1 M (226.7 FT) WEST-NORTHWEST OF AN ELECTRICAL TRANSFORMER BOX
 DP2822'-3608 31L3-, AND LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 DP2822'ORANGE PLASTIC 4X4 GUARD POSTS.
 DP2822'
 DP2822'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP2822'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DP1697 ***********************************************************************
 DP1697  DESIGNATION -  CRESCENT SE GPS
 DP1697  PID         -  DP1697
 DP1697  STATE/COUNTY-  WI/ONEIDA
 DP1697  COUNTRY     -  US
 DP1697  USGS QUAD   -  LAKE JULIA (2018)
 DP1697
 DP1697                         *CURRENT SURVEY CONTROL
 DP1697  ______________________________________________________________________
 DP1697* NAD 83(2011) POSITION- 45 33 42.78506(N) 089 26 54.13779(W)   ADJUSTED
 DP1697* NAD 83(2011) ELLIP HT-   444.967 (meters)        (05/27/14)   ADJUSTED
 DP1697* NAD 83(2011) EPOCH   -  2010.00
 DP1697* NAVD 88 ORTHO HEIGHT -   477.117 (meters)     1565.34  (feet) ADJUSTED
 DP1697  ______________________________________________________________________
 DP1697  GEOID HEIGHT    -        -32.163 (meters)                     GEOID18
 DP1697  NAD 83(2011) X  -     43,069.285 (meters)                     COMP
 DP1697  NAD 83(2011) Y  - -4,473,323.051 (meters)                     COMP
 DP1697  NAD 83(2011) Z  -  4,531,605.121 (meters)                     COMP
 DP1697  LAPLACE CORR    -         -7.25  (seconds)                    DEFLEC18
 DP1697  DYNAMIC HEIGHT  -        477.092 (meters)     1565.26  (feet) COMP
 DP1697  MODELED GRAVITY -    980,547.3   (mgal)                       NAVD 88
 DP1697
 DP1697  VERT ORDER      -  SECOND    CLASS I
 DP1697
 DP1697  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1697  Standards:
 DP1697         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1697            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1697  -------------------------------------------------------------------
 DP1697  NETWORK    0.45   0.63           0.21   0.15   0.32     -0.04695357
 DP1697  -------------------------------------------------------------------
 DP1697  Click here for local accuracies and other accuracy information.
 DP1697
 DP1697.The horizontal coordinates were established by GPS observations
 DP1697.and adjusted by the WI DEPT OF TRANSP in May 2014.
 DP1697
 DP1697.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1697.been affixed to the stable North American tectonic plate. See 
 DP1697.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1697
 DP1697.The horizontal coordinates are valid at the epoch date displayed above
 DP1697.which is a decimal equivalence of Year/Month/Day.
 DP1697
 DP1697.The orthometric height was determined by differential leveling and
 DP1697.adjusted by the NATIONAL GEODETIC SURVEY
 DP1697.in February 2017.
 DP1697
 DP1697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1697.GEOID18 height accuracy estimate available here.
 DP1697
 DP1697.Click photographs - Photos may exist for this station.
 DP1697
 DP1697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1697
 DP1697.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1697
 DP1697.The ellipsoidal height was determined by GPS observations
 DP1697.and is referenced to NAD 83.
 DP1697
 DP1697.The dynamic height is computed by dividing the NAVD 88
 DP1697.geopotential number by the normal gravity value computed on the
 DP1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1697.degrees latitude (g = 980.6199 gals.).
 DP1697
 DP1697.The modeled gravity was interpolated from observed gravity values.
 DP1697
 DP1697. The following values were computed from the NAD 83(2011) position.
 DP1697
 DP1697;                    North         East     Units Scale Factor Converg.
 DP1697;SPC WI N     -    44,075.623   643,066.642   MT  1.00000087   +0 23 52.5
 DP1697;SPC WI N     -   144,604.77  2,109,794.47   sFT  1.00000087   +0 23 52.5
 DP1697;UTM  16      - 5,048,287.555   308,927.283   MT  1.00004888   -1 44 55.3
 DP1697
 DP1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1697!SPC WI N     -   0.99993024  x   1.00000087  =   0.99993111
 DP1697!UTM  16      -   0.99993024  x   1.00004888  =   0.99997912
 DP1697
 DP1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0892748287(NAD 83)
 DP1697
 DP1697                          SUPERSEDED SURVEY CONTROL
 DP1697
 DP1697  NAVD 88 (03/19/14)  477.138  (m)         1565.41   (f) SUPERSEDED  2 1
 DP1697
 DP1697.Superseded values are not recommended for survey control.
 DP1697
 DP1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1697.See file dsdata.pdf to determine how the superseded data were derived.
 DP1697
 DP1697_MARKER: DD = SURVEY DISK
 DP1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1697_STAMPING: CRESCENT SE GPS 2012
 DP1697_MARK LOGO: WIDT
 DP1697_PROJECTION: FLUSH
 DP1697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1697+STABILITY: SURFACE MOTION
 DP1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1697+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2013
 DP1697
 DP1697  HISTORY     - Date     Condition        Report By
 DP1697  HISTORY     - 2012     MONUMENTED       WIDT
 DP1697  HISTORY     - 20131028 GOOD             WIDT
 DP1697
 DP1697                          STATION DESCRIPTION
 DP1697
 DP1697'DESCRIBED BY WI DEPT OF TRANSP 2013 (EPS)
 DP1697'THE STATION IS APPROXIMATELY 14.8 MI (23.8 KM) WEST OF MONICO, 13.0 MI
 DP1697'(20.9 KM) NORTHEAST OF TOMAHAWK AND 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF
 DP1697'RHINELANDER.
 DP1697'
 DP1697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 AND STATE
 DP1697'HIGHWAY 47 WITH STATE HIGHWAY 17 JUST SOUTHWEST OF THE CITY OF
 DP1697'RHINELANDER, GO SOUTH ON STATE HIGHWAY 17 FOR 4.2 MI (6.8 KM) TO
 DP1697'LASSIG ROAD ON THE LEFT AND HAT RAPIDS ROAD ON THE RIGHT.  CONTINUE
 DP1697'SOUTH ON STATE HIGHWAY 17 FOR 0.55 MI (0.9 KM) TO THE STATION ON THE
 DP1697'LEFT.
 DP1697'
 DP1697'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DP1697'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DP1697'INCH) DIAMETER CONCRETE POST 2.1 M (6.9 FT) DEEP AND APPROXIMATELY 0.6
 DP1697'M (2.0 FT) LOWER THAN THE HIGHWAY PAVEMENT.  THE STATION IS 12.2 M
 DP1697'(40.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 73.1 M (239.8
 DP1697'FT) SOUTH OF A WHITE 'SURVEY MARKER' WITNESS POST, 59.1 M (193.9 FT)
 DP1697'SOUTH OF THE CENTERLINE OF A DRIVEWAY -2010-, 29.5 M (96.8 FT)
 DP1697'SOUTHWEST OF A UTILITY POLE AND LOCATED IN THE CENTER OF A TRIANGLE
 DP1697'FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DP1697'
 DP1697'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DP1697'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7106 ***********************************************************************
 DN7106  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7106  DESIGNATION -  CRESTVIEW
 DN7106  PID         -  DN7106
 DN7106  STATE/COUNTY-  WI/DUNN
 DN7106  COUNTRY     -  US
 DN7106  USGS QUAD   -  RUSK (2018)
 DN7106
 DN7106                         *CURRENT SURVEY CONTROL
 DN7106  ______________________________________________________________________
 DN7106* NAD 83(2011) POSITION- 44 56 21.98781(N) 091 45 13.62454(W)   ADJUSTED
 DN7106* NAD 83(2011) ELLIP HT-   258.653 (meters)        (04/15/13)   ADJUSTED
 DN7106* NAD 83(2011) EPOCH   -  2010.00
 DN7106* NAVD 88 ORTHO HEIGHT -   289.34  (meters)      949.3   (feet) GPS OBS
 DN7106  ______________________________________________________________________
 DN7106  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7106  GEOID HEIGHT    -        -30.681 (meters)                     GEOID12A
 DN7106  GEOID HEIGHT    -        -30.683 (meters)                     GEOID18
 DN7106  NAD 83(2011) X  -   -138,409.940 (meters)                     COMP
 DN7106  NAD 83(2011) Y  - -4,520,411.789 (meters)                     COMP
 DN7106  NAD 83(2011) Z  -  4,482,769.777 (meters)                     COMP
 DN7106  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 DN7106
 DN7106  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7106  Standards:
 DN7106         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7106            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7106  -------------------------------------------------------------------
 DN7106  NETWORK    0.41   0.74           0.19   0.14   0.38      0.13678307
 DN7106  -------------------------------------------------------------------
 DN7106  Click here for local accuracies and other accuracy information.
 DN7106
 DN7106.The horizontal coordinates were established by GPS observations
 DN7106.and adjusted by the National Geodetic Survey in April 2013.
 DN7106
 DN7106.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7106.been affixed to the stable North American tectonic plate. See 
 DN7106.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7106
 DN7106.The horizontal coordinates are valid at the epoch date displayed above
 DN7106.which is a decimal equivalence of Year/Month/Day.
 DN7106
 DN7106.The orthometric height was determined by GPS observations and a
 DN7106.high-resolution geoid model using precise GPS observation and
 DN7106.processing techniques.
 DN7106
 DN7106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7106.GEOID18 height accuracy estimate available here.
 DN7106
 DN7106.Click photographs - Photos may exist for this station.
 DN7106
 DN7106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7106
 DN7106.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7106
 DN7106.The ellipsoidal height was determined by GPS observations
 DN7106.and is referenced to NAD 83.
 DN7106
 DN7106. The following values were computed from the NAD 83(2011) position.
 DN7106
 DN7106;                    North         East     Units Scale Factor Converg.
 DN7106;SPC WI C     -   124,404.179   461,592.932   MT  0.99994131   -1 14 14.7
 DN7106;SPC WI C     -   408,149.38  1,514,409.48   sFT  0.99994131   -1 14 14.7
 DN7106;UTM  15      - 4,976,978.478   598,324.276   MT  0.99971888   +0 52 49.2
 DN7106
 DN7106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7106!SPC WI C     -   0.99995945  x   0.99994131  =   0.99990076
 DN7106!UTM  15      -   0.99995945  x   0.99971888  =   0.99967834
 DN7106
 DN7106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9832476978(NAD 83)
 DN7106
 DN7106                          SUPERSEDED SURVEY CONTROL
 DN7106
 DN7106  NAD 83(2007)-  44 56 21.98787(N)    091 45 13.62515(W) AD(2002.00) 1
 DN7106  ELLIP H (04/06/12)  258.687  (m)                       GP(2002.00) 1 1
 DN7106
 DN7106.Superseded values are not recommended for survey control.
 DN7106
 DN7106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7106.See file dsdata.pdf to determine how the superseded data were derived.
 DN7106
 DN7106_MARKER: DD = SURVEY DISK
 DN7106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7106_STAMPING: 28.11.06 1992 CRESTVIEW
 DN7106_MARK LOGO: WI-033
 DN7106_PROJECTION: FLUSH
 DN7106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7106+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 DN7106
 DN7106  HISTORY     - Date     Condition        Report By
 DN7106  HISTORY     - 1992     MONUMENTED       WI-033
 DN7106  HISTORY     - 20071008 GOOD             WIDT
 DN7106
 DN7106                          STATION DESCRIPTION
 DN7106
 DN7106'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 WITH COUNTY
 DN7106'HIGHWAY EAST ABOUT 3 MI (4.8 KM) NORTH OF THE VILLAGE OF ELK MOUND, GO
 DN7106'WEST ON COUNTY HIGHWAY EAST FOR 1.6 MI (2.6 KM) TO 810TH STREET
 DN7106'(CRESTVIEW ROAD).  TURN RIGHT AND GO NORTH ON 810TH STREET FOR 1.0 MI
 DN7106'(1.6 KM) TO 720TH AVENUE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DN7106'
 DN7106'THE STATION IS A BRONZE DUNN COUNTY GEODETIC CONTROL STATION DISK SET
 DN7106'IN THE TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN
 DN7106'THE RIGHT-OF-WAY ABOUT 0.3 M (1.0 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7106'THE STATION IS 8.1 M (26.6 FT) EAST OF THE CENTERLINE OF 810TH STREET
 DN7106'(CRESTVIEW ROAD), 21.4 M (70.2 FT) SOUTH OF THE CENTERLINE OF 720TH
 DN7106'AVENUE (SKYLINE DRIVE), 17.5 M (57.4 FT) NORTHEAST OF A WOODEN POST
 DN7106'FOR A -SPEED LIMIT 45- SIGN AND 1.0 M (3.3 FT) NORTH, SOUTH AND WEST
 DN7106'OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DN7106'
 DN7106'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7106'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1270 ***********************************************************************
 PN1270  DESIGNATION -  CRI
 PN1270  PID         -  PN1270
 PN1270  STATE/COUNTY-  WI/ADAMS
 PN1270  COUNTRY     -  US
 PN1270  USGS QUAD   -  ROCHE A CRI (2018)
 PN1270
 PN1270                         *CURRENT SURVEY CONTROL
 PN1270  ______________________________________________________________________
 PN1270* NAD 83(1991) POSITION- 44 04 06.55847(N) 089 48 14.26021(W)   ADJUSTED
 PN1270* NAVD 88 ORTHO HEIGHT -   300.9   (meters)      987.    (feet) VERTCON3
 PN1270  ______________________________________________________________________
 PN1270  GEOID HEIGHT    -        -35.445 (meters)                     GEOID18
 PN1270  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 PN1270  HORZ ORDER      -  SECOND
 PN1270
 PN1270.The horizontal coordinates were established by classical geodetic methods
 PN1270.and adjusted by the National Geodetic Survey in November 1991.
 PN1270
 PN1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1270
 PN1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1270.GEOID18 height accuracy estimate available here.
 PN1270
 PN1270.Click photographs - Photos may exist for this station.
 PN1270
 PN1270.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1270
 PN1270. The following values were computed from the NAD 83(1991) position.
 PN1270
 PN1270;                    North         East     Units Scale Factor Converg.
 PN1270;SPC WI S     -   229,815.451   615,705.421   MT  1.00000037   +0 08 04.9
 PN1270;SPC WI S     -   753,986.19  2,020,026.87   sFT  1.00000037   +0 08 04.9
 PN1270;UTM  16      - 4,883,302.859   275,450.624   MT  1.00022019   -1 57 03.7
 PN1270
 PN1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1270!SPC WI S     -   0.99995837  x   1.00000037  =   0.99995874
 PN1270!UTM  16      -   0.99995837  x   1.00022019  =   1.00017855
 PN1270
 PN1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7545083302(NAD 83)
 PN1270
 PN1270|---------------------------------------------------------------------|
 PN1270| PID    Reference Object                     Distance      Geod. Az  |
 PN1270|                                                           dddmmss.s |
 PN1270| CS5239 CRI RM 1                              7.910 METERS 20553     |
 PN1270| CS5240 CRI RM 2                             11.309 METERS 33548     |
 PN1270|---------------------------------------------------------------------|
 PN1270
 PN1270                          SUPERSEDED SURVEY CONTROL
 PN1270
 PN1270  NAD 83(1986)-  44 04 06.55609(N)    089 48 14.26755(W) AD(       ) 2
 PN1270  NGVD 29 (02/11/91)  300.9    (m)          987.     (f) VERT ANG       
 PN1270
 PN1270.Superseded values are not recommended for survey control.
 PN1270
 PN1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1270.See file dsdata.pdf to determine how the superseded data were derived.
 PN1270
 PN1270_MARKER: DE = TRAVERSE STATION DISK
 PN1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1270_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1270+STABILITY: SURFACE MOTION
 PN1270
 PN1270  HISTORY     - Date     Condition        Report By
 PN1270  HISTORY     - 1982     MONUMENTED       WIDT
 PN1270  HISTORY     - 19950902 GOOD             USPSQD
 PN1270  HISTORY     - 20060924 POOR             USPSQD
 PN1270
 PN1270                          STATION DESCRIPTION
 PN1270
 PN1270'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1270'THE STATION IS LOCATED ALONG STH 13 ABOUT 8 MILES SOUTHEAST OF MONROE
 PN1270'CENTER, 7 MILES NORTH OF FRIEND SHIP, AND 3 MILES SOUTH OF BIG FLATS.
 PN1270'
 PN1270'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 21 ABOUT 3.5
 PN1270'MILES NORTH OF FRIENDSHIP, GO NORTH ON STH 13 FOR 2.0 MILES TO THE
 PN1270'JUNCTION WITH COTTONVILLE AVENUE.  CONTINUE NORTH ON STH 13 FOR 0.41
 PN1270'MILE TO A BRIDGE OVER BIG ROCHE A CRI CREEK.  CONTINUE NORTH ON STH 13
 PN1270'FOR 0.59 MILE TO THE STATION ON THE EAST HIGHWAY RIGHT OF WAY NEAR THE
 PN1270'MIDDLE OF A STH 13 CURVE TO THE LEFT.
 PN1270'
 PN1270'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---CRI 1982---.  THE
 PN1270'SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1270'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES ABOVE GROUND.  IT IS 185
 PN1270'FEET NORTH OF THE CENTER OF A DIRT TRAIL TO THE EAST, 89.5 FEET SOUTH
 PN1270'OF A POWER POLE, 71.0 FEET EAST OF THE CENTER OF STH 13, 38.7 FEET
 PN1270'WEST OF AN 8 INCH OAK, 10.3 FEET SOUTH OF A WOODEN RIGHT OF WAY POST,
 PN1270'AND 1.8 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 PN1270'SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1270'
 PN1270'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---CRI RM 1 1982---SET
 PN1270'IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1270'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 111 FEET SOUTH OF A POWER POLE,
 PN1270'57 FEET EAST OF THE CENTER OF STH 13, 50 FEET WEST NORTHWEST OF A 12
 PN1270'INCH TWIN OAK, 35.9 FEET SOUTHWEST OF A WOODEN RIGHT OF WAY POST, 25.5
 PN1270'FEET SOUTHWEST OF A METAL WITNESS POST, AND 0.5 FOOT LOWER THAN THE
 PN1270'STATION.
 PN1270'
 PN1270'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---CRI RM 2 1982---SET
 PN1270'IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1270'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 60.1 FEET EAST OF THE CENTER OF
 PN1270'STH 13, 53.7 FEET SOUTH OF A POWER POLE, 36.4 FEET NORTH NORTHWEST OF
 PN1270'A METAL WITNESS POST, 33.6 FEET SOUTHWEST OF A 7 INCH JACK PINE
 PN1270'HOLDING A NO TRESPASSING SIGN, 29.2 FEET NORTH NORTHWEST OF A WOODEN
 PN1270'RIGHT OF WAY POST, AND 0.5 FOOT HIGHER THAN THE STATION.
 PN1270'
 PN1270'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.40 METERS.
 PN1270
 PN1270                          STATION RECOVERY (1995)
 PN1270
 PN1270'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1270'RECOVERED IN GOOD CONDITION.
 PN1270
 PN1270                          STATION RECOVERY (2006)
 PN1270
 PN1270'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 PN1270'MARK IS NOT IN MIDDLE OF CURVE, ABOUT 3/4 THROUGH CURVE. DIRT TRAIL W/
 PN1270'FIRE ADDRESS '1298', WOODEN RIGHT OF WAY POST GONE, REPLACED WITH
 PN1270''CRIME STOPPERS' POST AND SIGN.METAL WITNESS POST BROKEN OFF, WHITE
 PN1270'3/8 INCH ROD W/ ORANGE FLAG CONNECTED TO THE POST STUMP.
 PN1270'RM 1 - 25 FEET SOUTH OF CRIME STOPPER POST. 12 INCH TWIN OAK GONE.
 PN1270'WOODEN RIGHT OF WAY POST GONE.
 PN1270'RM 2 - 30 FEET NORTH OF CRIME STOPPER POST. 7 INCH JACK PINE IS 14
 PN1270'INCH OAK TREE. WOODEN RIGHT OF WAY SIGN IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0605 ***********************************************************************
 QM0605  DESIGNATION -  CRIVITZ
 QM0605  PID         -  QM0605
 QM0605  STATE/COUNTY-  WI/MARINETTE
 QM0605  COUNTRY     -  US
 QM0605  USGS QUAD   -  MOUNT TOM (2018)
 QM0605
 QM0605                         *CURRENT SURVEY CONTROL
 QM0605  ______________________________________________________________________
 QM0605* NAD 83(1991) POSITION- 45 18 18.95676(N) 088 03 03.27046(W)   ADJUSTED
 QM0605* NAVD 88 ORTHO HEIGHT -   305.    (meters)     1001.    (feet) SCALED
 QM0605  ______________________________________________________________________
 QM0605  GEOID HEIGHT    -        -35.905 (meters)                     GEOID18
 QM0605  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC18
 QM0605  HORZ ORDER      -  FIRST
 QM0605
 QM0605.The horizontal coordinates were established by classical geodetic methods
 QM0605.and adjusted by the National Geodetic Survey in November 1991.
 QM0605
 QM0605.The orthometric height was scaled from a topographic map.
 QM0605
 QM0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0605.GEOID18 height accuracy estimate available here.
 QM0605
 QM0605.Click photographs - Photos may exist for this station.
 QM0605
 QM0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0605
 QM0605. The following values were computed from the NAD 83(1991) position.
 QM0605
 QM0605;                    North         East     Units Scale Factor Converg.
 QM0605;SPC WI C     -   165,397.547   752,842.011   MT  0.99996873   +1 22 30.8
 QM0605;SPC WI C     -   542,641.79  2,469,949.16   sFT  0.99996873   +1 22 30.8
 QM0605;UTM  16      - 5,017,399.598   417,613.376   MT  0.99968345   -0 44 49.5
 QM0605
 QM0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0605!SPC WI C     -   0.99995782  x   0.99996873  =   0.99992655
 QM0605!UTM  16      -   0.99995782  x   0.99968345  =   0.99964128
 QM0605
 QM0605:                Primary Azimuth Mark                     Grid Az
 QM0605:SPC WI C     -  CRIVITZ AZ MK                            038 19 49.8
 QM0605:UTM  16      -  CRIVITZ AZ MK                            040 27 10.1
 QM0605
 QM0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1761317399(NAD 83)
 QM0605
 QM0605|---------------------------------------------------------------------|
 QM0605| PID    Reference Object                     Distance      Geod. Az  |
 QM0605|                                                           dddmmss.s |
 QM0605| CJ4462 CRIVITZ AZ MK                                      0394220.6 |
 QM0605| CJ4463 CRIVITZ RM 1                         26.334 METERS 07919     |
 QM0605| CJ4464 CRIVITZ RM 2                         19.512 METERS 15233     |
 QM0605| QM0604 MT TOM LOOKOUT                        6.279 METERS 34059     |
 QM0605|---------------------------------------------------------------------|
 QM0605
 QM0605                          SUPERSEDED SURVEY CONTROL
 QM0605
 QM0605  NAD 83(1986)-  45 18 18.95864(N)    088 03 03.27667(W) AD(       ) 1
 QM0605  NAD 27      -  45 18 19.06200(N)    088 03 02.89100(W) AD(       ) 1
 QM0605
 QM0605.Superseded values are not recommended for survey control.
 QM0605
 QM0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0605.See file dsdata.pdf to determine how the superseded data were derived.
 QM0605
 QM0605_MARKER: DS = TRIANGULATION STATION DISK
 QM0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0605_STAMPING: CRIVITZ MT TOM 1934 TOWER
 QM0605_MARK LOGO: CGS
 QM0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0605+STABILITY: SURFACE MOTION
 QM0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0605+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2011
 QM0605
 QM0605  HISTORY     - Date     Condition        Report By
 QM0605  HISTORY     - 1934     MONUMENTED       CGS
 QM0605  HISTORY     - 1954     GOOD             CGS
 QM0605  HISTORY     - 20010331 GOOD             NGS
 QM0605  HISTORY     - 20110906 GOOD             DAVEBI
 QM0605
 QM0605                          STATION DESCRIPTION
 QM0605
 QM0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0605'THIS STATION IS ABOUT 3 MILES WEST-NORTHWEST OF MIDDLE INLET,
 QM0605'6 MILES NORTHWEST OF CRIVITZ, ON THE SUMMIT OF A HILL KNOWN
 QM0605'AS MT. TOM, IN THE NORTHWEST QUARTER SEC. 30, T. 33 N., R. 20 E.,
 QM0605'ON LAND OWNED BY THE MARINETTE CO.  MT. TOM LOOKOUT IS
 QM0605'NORTH-NORTHWEST OF THE STATION.  AND IS A SQUARE SKELETON
 QM0605'STEEL STRUCTURE, WITH AN ENCLOSED LOOKOUT PLATFORM ON TOP.
 QM0605'IT IS ANCHORED IN CONCRETE, AND IS 75 FEET HIGH.  THERE IS A
 QM0605'ROAD LEADING UP ON THE HILL TO THE MT. TOM LOOKOUT, AND IT
 QM0605'MAKES A LOOP ON THE TOP OF THE HILL.  THE MARK IS IN THE
 QM0605'NORTHWEST EDGE OF THE ROAD ON THE NORTHWEST SIDE OF THE LOOP,
 QM0605'26.2 FEET SOUTH OF THE NORTHEAST LEG OF THE LOOKOUT TOWER,
 QM0605'12.4 FEET SOUTH OF THE SOUTHEAST LEG, 18.9 FEET SOUTHEAST
 QM0605'OF THE SOUTHWEST LEG, AND PROJECTS 8 INCHES.
 QM0605'
 QM0605'TO REACH FROM THE INTERSECTION OF COUNTY HIGHWAY X AND U.S.
 QM0605'HIGHWAY 141 IN THE NORTH EDGE OF THE HAMLET OF MIDDLE INLET,
 QM0605'GO WEST AND NORTHWEST ON X FOR 3.3 MILES TO POINT WHERE IT
 QM0605'JOGS NORTH (AZIMUTH MARK AT NORTH END OF JOG) AT A STONE QUARRY.
 QM0605'HERE TURN SOUTH, GO 100 YARDS, AND TURN WEST ON ROAD LEADING
 QM0605'UP HILL TO THE LOOKOUT.  FOLLOW THIS ROAD 0.75 MILE TO THE
 QM0605'LOOKOUT AND THE STATION.
 QM0605'
 QM0605'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 91.45 FEET NORTHEAST
 QM0605'OF REFERENCE MARK NO. 2, 25 FEET WEST OF THE ROAD ON THE
 QM0605'EAST SIDE OF THE LOOP, AND PROJECTS 6 INCHES.
 QM0605'
 QM0605'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 10
 QM0605'FEET SOUTHWEST OF THE ROAD ON THE SOUTHWEST SIDE OF THE LOOP,
 QM0605'AND PROJECTS 10 INCHES.
 QM0605'
 QM0605'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, AT THE NORTH
 QM0605'END OF A NORTH-SOUTH JOG (0.25 MILE LONG) IN COUNTY HIGHWAY
 QM0605'X, 15 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 QM0605'5 FEET SOUTHWEST OF POWER LINE POLE 195, AND PROJECTS 10 INCHES.
 QM0605'
 QM0605'A LIGHT 47 FEET ABOVE BEAVER COMES INTO VIEW 25 FEET ABOVE THIS
 QM0605'STATION.
 QM0605'
 QM0605'A LIGHT 87 FEET ABOVE PATZ COMES INTO VIEW 25 FEET ABOVE THIS
 QM0605'STATION.
 QM0605'
 QM0605'A LIGHT 100 FEET ABOVE THUNDER COMES INTO VIEW 25 FEET ABOVE
 QM0605'THIS STATION.
 QM0605'
 QM0605'A LIGHT 60 FEET ABOVE INLET COMES INTO VIEW 30 FEET ABOVE THIS
 QM0605'STATION.
 QM0605'
 QM0605'A LIGHT 87 FEET ABOVE SUNDRE COMES INTO VIEW 30 FEET ABOVE
 QM0605'THIS STATION.
 QM0605'
 QM0605'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0605'BRONZE DISKS IN CONCRETE POSTS.
 QM0605'
 QM0605'NOTE--25-FOOT STAND NECESSARY TO SEE AZIMUTH MARK.
 QM0605
 QM0605                          STATION RECOVERY (1954)
 QM0605
 QM0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0605'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 QM0605'GOOD CONDITION.
 QM0605'
 QM0605'A CHECK WAS MADE ON THE DISTANCE AND DIRECTION TO THE MARKS
 QM0605'AND FOUND TO BE CORRECT.
 QM0605'
 QM0605'THE ORIGINAL DESCRIPTIONS IS ADEQUATE EXCEPT EACH MARK IS
 QM0605'STAMPED MT TOM TOWER IN ADDITION TO CRIVITZ 1934.
 QM0605
 QM0605                          STATION RECOVERY (2001)
 QM0605
 QM0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0605'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QM0605
 QM0605                          STATION RECOVERY (2011)
 QM0605
 QM0605'RECOVERY NOTE BY DAVID BIDDICK INC 2011 (DRB)
 QM0605'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 QM0605'CONDITION.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY X
 QM0605'WITH U.S. HIGHWAY 141 AT THE NORTH EDGE OF THE COMMUNITY OF MIDDLE
 QM0605'INLET APPROXIMATELY 4 MILES NORTH OF THE VILLAGE OF CRIVITZ, GO
 QM0605'NORTHWEST THEN WEST ON COUNTY HIGHWAY X FOR 3.2 MILES TO COUNTY
 QM0605'HIGHWAY X CURVING TO THE NORTHWEST, CAMP 5 ROAD RIGHT, AND QUARRY ROAD
 QM0605'LEFT,
 QM0605'TURN LEFT AND GO SOUTH ON QUARRY ROAD FOR 0.05 MILE TO A CABLE-GATED
 QM0605'DIM ROAD RIGHT ON THE SOUTH SIDE OF A WATER-FILLED QUARRY, TURN RIGHT
 QM0605'AND PACK OR WITH A FOUR-WHEELED DRIVE OFF-ROAD VEHICLE FOLLOW THE DIM
 QM0605'ROAD FOR 0.75 MILE TO THE TOP OF MT. TOM AND THE STATION.
 QM0605'THE TRIANGULATION STATION IS A U.S. COAST AND GEODETIC SURVEY
 QM0605'TRIANGULATION STATION DISK STAMPED --CRIVITZ MT TOM 1934 TOWER-- SET
 QM0605'IN THE TOP OF A 33-CM DIAMETER CONCRETE POST PROJECTING 10 CM ABOVE
 QM0605'GROUND LEVEL.  THE CONCRETE POST IS BADLY CHIPPED ON THE SOUTHWEST
 QM0605'SIDE AND THE DISK IS SCUFFED BUT STABLE.
 QM0605'REFERENCE MARK 1 IS A U.S. COAST AND GEODETIC SURVEY REFERENCE MARK
 QM0605'DISK STAMPED --CRIVITZ NO 1 1934 MT TOM TOWER-- SET IN THE TOP OF A
 QM0605'33-CM DIAMETER CONCRETE POST PROJECTING 8 CM ABOVE GROUND LEVEL.
 QM0605'REFERENCE MARK 2 IS A U.S. COAST AND GEODETIC SURVEY REFERENCE MARK
 QM0605'DISK STAMPED --CRIVITZ NO 2 1934 MT TOM TOWER-- SET IN THE TOP OF A
 QM0605'33-CM DIAMETER CONCRETE POST PROJECTING 28 CM ABOVE GROUND LEVEL.
 QM0605'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY HIGHWAY X WITH
 QM0605'QUARRY ROAD SOUTH AND CAMP 5 ROAD NORTH, GO NORTH ON CAMP 5 ROAD FOR
 QM0605'0.25 MILE TO SHORT ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT.  THE
 QM0605'AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY REFERENCE MARK DISK
 QM0605'STAMPED --CRIVITZ 1934 AZIMUTH-- SET IN THE TOP OF A 33-CM DIAMETER
 QM0605'CONCRETE POST PROJECTING 28 CM ABOVE GROUND LEVEL.
 QM0605'IT IS 5.2 M EAST OF THE CENTERLINE OF CAMP 5 ROAD, 15.6 M NORTH OF THE
 QM0605'CENTERLINE OF PRIVATE ENTRANCE --N9796--, 8.8 M SOUTH OF THE TOP
 QM0605'CENTER OF TELEPHONE PEDESTAL --CTYX 7400 01--, 7.6 M SOUTH OF THE
 QM0605'EXTENDED CENTERLINE OF SHORT ROAD, AND 1.0 M SOUTHWEST OF POWER POLE
 QM0605'--3320-20L14 04-- WITH TWO GUY WIRES.
 QM0605'
 QM0605'STATION MT TOM LOOKOUT 1934 (QM0604) WAS SEARCHED FOR BUT NOT FOUND.
 QM0605'
 QM0605'---NOTE1---MT. TOM IS PRIVATELY OWNED.  CONTACT MR. EDWARD POMEROY AT
 QM0605'W8841 COUNTY HIGHWAY X FOR PERMISSION TO OCCUPY THE PROPERTY.
 QM0605'---NOTE2---THE DIM ROAD BECOMES LESS EVIDENT AS THE TOP OF MT. TOM IS
 QM0605'APPROACHED.  THE ROAD LOOP DESCRIBED IN 1934 IS NOT EVIDENT.
 QM0605'---NOTE3--- THE LOOKOUT TOWER HAS BEEN REMOVED.  STEEL ANGLE IRON
 QM0605'PROJECTING 20 CM ABOVE GROUND LEVEL REMAIN AT THE SOUTHEAST AND
 QM0605'NORTHWEST LEGS OF THE TOWER.
 QM0605'---NOTE4---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL
 QM0605'QUADRANTS EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1271 ***********************************************************************
 PN1271  DESIGNATION -  CRONKRITE
 PN1271  PID         -  PN1271
 PN1271  STATE/COUNTY-  WI/WOOD
 PN1271  COUNTRY     -  US
 PN1271  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (2018)
 PN1271
 PN1271                         *CURRENT SURVEY CONTROL
 PN1271  ______________________________________________________________________
 PN1271* NAD 83(1991) POSITION- 44 16 35.79900(N) 089 48 38.32934(W)   ADJUSTED
 PN1271* NAVD 88 ORTHO HEIGHT -   307.5   (meters)     1009.    (feet) VERTCON3
 PN1271  ______________________________________________________________________
 PN1271  GEOID HEIGHT    -        -35.349 (meters)                     GEOID18
 PN1271  LAPLACE CORR    -         -5.73  (seconds)                    DEFLEC18
 PN1271  HORZ ORDER      -  SECOND
 PN1271
 PN1271.The horizontal coordinates were established by classical geodetic methods
 PN1271.and adjusted by the National Geodetic Survey in November 1991.
 PN1271
 PN1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1271
 PN1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1271.GEOID18 height accuracy estimate available here.
 PN1271
 PN1271.Click photographs - Photos may exist for this station.
 PN1271
 PN1271.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1271
 PN1271. The following values were computed from the NAD 83(1991) position.
 PN1271
 PN1271;                    North         East     Units Scale Factor Converg.
 PN1271;SPC WI C     -    49,273.875   615,116.455   MT  0.99999508   +0 08 01.0
 PN1271;SPC WI C     -   161,659.37  2,018,094.57   sFT  0.99999508   +0 08 01.0
 PN1271;SPC WI S     -   252,940.348   615,117.278   MT  1.00004942   +0 07 48.4
 PN1271;SPC WI S     -   829,855.13  2,018,097.27   sFT  1.00004942   +0 07 48.4
 PN1271;UTM  16      - 4,906,438.350   275,706.031   MT  1.00021875   -1 57 46.8
 PN1271
 PN1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1271!SPC WI C     -   0.99995733  x   0.99999508  =   0.99995241
 PN1271!SPC WI S     -   0.99995733  x   1.00004942  =   1.00000675
 PN1271!UTM  16      -   0.99995733  x   1.00021875  =   1.00017607
 PN1271
 PN1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7570606438(NAD 83)
 PN1271
 PN1271|---------------------------------------------------------------------|
 PN1271| PID    Reference Object                     Distance      Geod. Az  |
 PN1271|                                                           dddmmss.s |
 PN1271| CS5241 CRONKRITE RM 1                        7.042 METERS 19123     |
 PN1271| CS5242 CRONKRITE RM 2                        6.368 METERS 34807     |
 PN1271|---------------------------------------------------------------------|
 PN1271
 PN1271                          SUPERSEDED SURVEY CONTROL
 PN1271
 PN1271  NAD 83(1986)-  44 16 35.79640(N)    089 48 38.33702(W) AD(       ) 2
 PN1271  NGVD 29 (02/11/91)  307.5    (m)         1009.     (f) VERT ANG       
 PN1271
 PN1271.Superseded values are not recommended for survey control.
 PN1271
 PN1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1271.See file dsdata.pdf to determine how the superseded data were derived.
 PN1271
 PN1271_MARKER: DE = TRAVERSE STATION DISK
 PN1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1271_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1271+STABILITY: SURFACE MOTION
 PN1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN1271+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN1271
 PN1271  HISTORY     - Date     Condition        Report By
 PN1271  HISTORY     - 1981     MONUMENTED       WIDT
 PN1271  HISTORY     - 20040330 GOOD             USPSQD
 PN1271
 PN1271                          STATION DESCRIPTION
 PN1271
 PN1271'DESCRIBED BY WI DEPT OF TRANSP 1981 (LTK)
 PN1271'THE STATION IS LOCATED ALONG STH 13 ABOUT 6 MILES SOUTH OF WISCONSIN
 PN1271'RAPIDS AND 4.5 MILES SOUTHEAST OF NEKOOSA.
 PN1271'
 PN1271'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1271'WEST ABOUT 4 MILES SOUTH OF WISCONSIN RAPIDS, GO SOUTH ON STH 13 FOR
 PN1271'2.0 MILES TO A DIRT ROAD EAST, TOWER ROAD.  CONTINUE SOUTH ON STH 13
 PN1271'FOR 0.1 MILE TO THE STATION ON A SMALL HILL ON THE WEST HIGHWAY RIGHT
 PN1271'OF WAY.
 PN1271'
 PN1271'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---CRONKRITE 1981---.
 PN1271'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1271'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 50 FEET
 PN1271'WEST OF THE CENTER OF STH 13, 16.5 FEET SOUTHEAST OF A 5 INCH NORWAY
 PN1271'PINE, 5 FEET NORTH NORTHEAST OF A POWER POLE, AND 2.4 FEET EAST OF A
 PN1271'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 PN1271'OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1271'
 PN1271'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---CRONKRITE RM 1
 PN1271'1981---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1271'MONUMENT WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 54.7 FEET WEST
 PN1271'OF THE CENTER OF STH 13, 22.7 FEET SOUTH OF A METAL WITNESS POST, 17.0
 PN1271'FEET SOUTH OF A POWER POLE, 7.0 FEET EAST OF A 4 INCH NORWAY PINE, AND
 PN1271'LEVEL WITH THE STATION.
 PN1271'
 PN1271'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---CRONKRITE RM 2
 PN1271'1981---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1271'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 55 FEET WEST OF
 PN1271'THE CENTER OF STH 13, 25.4 FEET NORTH OF A POWER POLE, 20.5 FEET NORTH
 PN1271'OF A METAL WITNESS POST, 9 FEET NORTH EAST OF A 5 INCH NORWAY PINE,
 PN1271'AND LEVEL WITH THE STATION.
 PN1271'
 PN1271'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 3.05 METERS.
 PN1271
 PN1271                          STATION RECOVERY (2004)
 PN1271
 PN1271'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1271'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PN1271'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5424 ***********************************************************************
 DN5424  DESIGNATION -  CROOKED LK 1
 DN5424  PID         -  DN5424
 DN5424  STATE/COUNTY-  WI/BURNETT
 DN5424  COUNTRY     -  US
 DN5424  USGS QUAD   -  WEBSTER (2018)
 DN5424
 DN5424                         *CURRENT SURVEY CONTROL
 DN5424  ______________________________________________________________________
 DN5424* NAD 83(1986) POSITION- 45 58 00.0    (N) 092 16 48.2    (W)   HD_HELD2
 DN5424* NAVD 88 ORTHO HEIGHT -   297.170 (meters)      974.97  (feet) ADJUSTED
 DN5424  ______________________________________________________________________
 DN5424  GEOID HEIGHT    -        -26.578 (meters)                     GEOID18
 DN5424  DYNAMIC HEIGHT  -        297.195 (meters)      975.05  (feet) COMP
 DN5424  MODELED GRAVITY -    980,689.2   (mgal)                       NAVD 88
 DN5424
 DN5424  VERT ORDER      -  SECOND    CLASS I
 DN5424
 DN5424.The horizontal coordinates were established by autonomous hand held GPS
 DN5424.observations and have an estimated accuracy of +/- 10 meters.
 DN5424
 DN5424.The orthometric height was determined by differential leveling and
 DN5424.adjusted by the WI DEPT OF TRANSP
 DN5424.in May 2012.
 DN5424
 DN5424.No vertical observational check was made to the station.
 DN5424
 DN5424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5424.GEOID18 height accuracy estimate available here.
 DN5424
 DN5424.Click photographs - Photos may exist for this station.
 DN5424
 DN5424.The dynamic height is computed by dividing the NAVD 88
 DN5424.geopotential number by the normal gravity value computed on the
 DN5424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5424.degrees latitude (g = 980.6199 gals.).
 DN5424
 DN5424.The modeled gravity was interpolated from observed gravity values.
 DN5424
 DN5424;                    North         East    Units  Estimated Accuracy
 DN5424;SPC WI N     -    91,451.      423,306.      MT  (+/- 10 meters HH2 GPS)
 DN5424
 DN5424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5578090595(NAD 83)
 DN5424
 DN5424                          SUPERSEDED SURVEY CONTROL
 DN5424
 DN5424.No superseded survey control is available for this station.
 DN5424
 DN5424_MARKER: DB = BENCH MARK DISK
 DN5424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5424_STAMPING: CROOKED LK 1 2010
 DN5424_MARK LOGO: WI-013
 DN5424_PROJECTION: FLUSH
 DN5424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5424+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 DN5424
 DN5424  HISTORY     - Date     Condition        Report By
 DN5424  HISTORY     - 2010     MONUMENTED       WI-013
 DN5424  HISTORY     - 20110214 GOOD             GEOSPC
 DN5424
 DN5424                          STATION DESCRIPTION
 DN5424
 DN5424'DESCRIBED BY GEODETIC SPECIALISTS LLC 2011 (TSS)
 DN5424'THE STATION IS LOCATED 5.3 MI (8.5 KM) SOUTHEAST OF DANBURY, WI.
 DN5424'
 DN5424'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY
 DN5424'HIGHWAY U (WEST) WITH COUNTY HIGHWAY C (EAST), GO EASTERLY ON COUNTY
 DN5424'HIGHWAY C FOR 5.2 MI (8.4 KM) TO SWEGER ROAD ON THE LEFT.  TURN LEFT
 DN5424'AND GO NORTH ON SWEGER ROAD FOR 1.1 MI (1.8 KM) TO THE STATION ON THE
 DN5424'LEFT.
 DN5424'
 DN5424'THE STATION IS LOCATED 10 FT (3.0 M) WEST OF THE EDGE OF PAVEMENT OF
 DN5424'SWEGER ROAD, 23 FT (7.0 M) SOUTH OF THE CENTER OF THE LAKE ACCESS
 DN5424'DRIVE, 380 FT (115.8 M) SOUTH-SOUTHEAST OF PRIVATE ENTRANCE NUMBER
 DN5424''29077' JACKSON AND 3 FT (0.9 M) EAST, NORTHWEST AND SOUTHWEST OF
 DN5424'THREE METAL WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7224 ***********************************************************************
 DN7224  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7224  DESIGNATION -  CROSBY GPS
 DN7224  PID         -  DN7224
 DN7224  STATE/COUNTY-  WI/BURNETT
 DN7224  COUNTRY     -  US
 DN7224  USGS QUAD   -  TIMBERLAND (2018)
 DN7224
 DN7224                         *CURRENT SURVEY CONTROL
 DN7224  ______________________________________________________________________
 DN7224* NAD 83(2011) POSITION- 45 43 22.95141(N) 092 06 44.08425(W)   ADJUSTED
 DN7224* NAD 83(2011) ELLIP HT-   299.150 (meters)        (04/15/13)   ADJUSTED
 DN7224* NAD 83(2011) EPOCH   -  2010.00
 DN7224* NAVD 88 ORTHO HEIGHT -   327.46  (meters)     1074.3   (feet) GPS OBS
 DN7224  ______________________________________________________________________
 DN7224  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7224  GEOID HEIGHT    -        -28.311 (meters)                     GEOID12A
 DN7224  GEOID HEIGHT    -        -28.302 (meters)                     GEOID18
 DN7224  NAD 83(2011) X  -   -164,406.404 (meters)                     COMP
 DN7224  NAD 83(2011) Y  - -4,457,590.155 (meters)                     COMP
 DN7224  NAD 83(2011) Z  -  4,544,024.279 (meters)                     COMP
 DN7224  LAPLACE CORR    -        -13.13  (seconds)                    DEFLEC18
 DN7224
 DN7224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7224  Standards:
 DN7224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7224  -------------------------------------------------------------------
 DN7224  NETWORK    0.64   1.25           0.29   0.23   0.64      0.04497933
 DN7224  -------------------------------------------------------------------
 DN7224  Click here for local accuracies and other accuracy information.
 DN7224
 DN7224.The horizontal coordinates were established by GPS observations
 DN7224.and adjusted by the National Geodetic Survey in April 2013.
 DN7224
 DN7224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7224.been affixed to the stable North American tectonic plate. See 
 DN7224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7224
 DN7224.The horizontal coordinates are valid at the epoch date displayed above
 DN7224.which is a decimal equivalence of Year/Month/Day.
 DN7224
 DN7224.The orthometric height was determined by GPS observations and a
 DN7224.high-resolution geoid model using precise GPS observation and
 DN7224.processing techniques.
 DN7224
 DN7224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7224.GEOID18 height accuracy estimate available here.
 DN7224
 DN7224.Click photographs - Photos may exist for this station.
 DN7224
 DN7224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7224
 DN7224.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7224
 DN7224.The ellipsoidal height was determined by GPS observations
 DN7224.and is referenced to NAD 83.
 DN7224
 DN7224. The following values were computed from the NAD 83(2011) position.
 DN7224
 DN7224;                    North         East     Units Scale Factor Converg.
 DN7224;SPC WI N     -    64,023.872   435,587.493   MT  0.99997529   -1 31 25.4
 DN7224;SPC WI N     -   210,051.65  1,429,089.97   sFT  0.99997529   -1 31 25.4
 DN7224;UTM  15      - 5,063,659.514   569,082.972   MT  0.99965867   +0 38 08.3
 DN7224
 DN7224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7224!SPC WI N     -   0.99995310  x   0.99997529  =   0.99992839
 DN7224!UTM  15      -   0.99995310  x   0.99965867  =   0.99961179
 DN7224
 DN7224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6908263659(NAD 83)
 DN7224
 DN7224                          SUPERSEDED SURVEY CONTROL
 DN7224
 DN7224  NAD 83(2007)-  45 43 22.95136(N)    092 06 44.08469(W) AD(2002.00) 1
 DN7224  ELLIP H (04/06/12)  299.184  (m)                       GP(2002.00) 1 1
 DN7224
 DN7224.Superseded values are not recommended for survey control.
 DN7224
 DN7224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7224.See file dsdata.pdf to determine how the superseded data were derived.
 DN7224
 DN7224_MARKER: DB = BENCH MARK DISK
 DN7224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7224_STAMPING: CROSBY GPS 2009
 DN7224_MARK LOGO: WI-013
 DN7224_PROJECTION: FLUSH
 DN7224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7224+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2010
 DN7224
 DN7224  HISTORY     - Date     Condition        Report By
 DN7224  HISTORY     - 2009     MONUMENTED       WI-013
 DN7224  HISTORY     - 20100916 GOOD             WIDT
 DN7224
 DN7224                          STATION DESCRIPTION
 DN7224
 DN7224'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7224'TO REACH THIS STATION FROM THE JUNCTION OF COUNTY HIGHWAY H WITH
 DN7224'COUNTY HIGHWAY B WEST AND SWISS CHALET ROAD EAST APPROXIMATELY 5 MI
 DN7224'(8.0 KM) SOUTHEAST OF THE COMMUNITY OF HERTEL, GO SOUTH ON COUNTY
 DN7224'HIGHWAY H FOR 2.0 MI (3.2 KM) TO HILLTOP ROAD.  TURN RIGHT AND GO WEST
 DN7224'ON HILLTOP ROAD FOR 0.9 MI (1.4 KM) TO CROSBY ROAD LEFT AND TOWN HALL
 DN7224'ROAD RIGHT.  TURN LEFT AND GO SOUTH ON CROSBY ROAD FOR 0.17 MI (0.3
 DN7224'KM) TO THE STATION ON THE LEFT.
 DN7224'
 DN7224'THE STATION IS A BRONZE BURNETT COUNTY BENCH MARK DISK SET IN THE TOP
 DN7224'OF A 40-CM (16 INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH
 DN7224'WITH THE GROUND AND APPROXIMATELY 1.0 FT (0.3 M) LOWER THAN THE ROAD
 DN7224'SURFACE.  THE STATION IS 31.0 FT (9.4 M) EAST OF THE CENTERLINE OF
 DN7224'CROSBY ROAD, 30.0 FT (9.1 M) NORTH OF THE CENTER OF A FIELD ENTRANCE,
 DN7224'11.5 FT (3.5 M) SOUTHEAST OF THE SOUTHERLY POST OF A SIGN THAT READS,
 DN7224''FORMER SITE OF ARBUCKLE SCHOOL 1889 - 1918' AND IS 1 M (3.3 FT) FROM
 DN7224'THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7224'
 DN7224'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7224'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0632 ***********************************************************************
 PN0632  DESIGNATION -  CROSS
 PN0632  PID         -  PN0632
 PN0632  STATE/COUNTY-  WI/BROWN
 PN0632  COUNTRY     -  US
 PN0632  USGS QUAD   -  DE PERE (2018)
 PN0632
 PN0632                         *CURRENT SURVEY CONTROL
 PN0632  ______________________________________________________________________
 PN0632* NAD 83(2011) POSITION- 44 22 41.13957(N) 088 07 25.25407(W)   ADJUSTED
 PN0632* NAD 83(2011) ELLIP HT-   147.731 (meters)        (12/02/25)   ADJUSTED
 PN0632* NAD 83(2011) EPOCH   -  2010.00
 PN0632* NAVD 88 ORTHO HEIGHT -   183.975 (meters)      603.59  (feet) ADJUSTED
 PN0632  ______________________________________________________________________
 PN0632  GEOID HEIGHT    -        -36.217 (meters)                     GEOID18
 PN0632  NAD 83(2011) X  -    149,510.100 (meters)                     COMP
 PN0632  NAD 83(2011) Y  - -4,563,849.951 (meters)                     COMP
 PN0632  NAD 83(2011) Z  -  4,438,319.543 (meters)                     COMP
 PN0632  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 PN0632  DYNAMIC HEIGHT  -        183.949 (meters)      603.51  (feet) COMP
 PN0632  MODELED GRAVITY -    980,473.5   (mgal)                       NAVD 88
 PN0632
 PN0632  VERT ORDER      -  FIRST     CLASS 0
 PN0632
 PN0632  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PN0632  Standards:
 PN0632         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PN0632            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PN0632  -------------------------------------------------------------------
 PN0632  NETWORK    0.46   0.86           0.21   0.16   0.44     -0.04722709
 PN0632  -------------------------------------------------------------------
 PN0632  Click here for local accuracies and other accuracy information.
 PN0632
 PN0632.The horizontal coordinates were established by GPS observations
 PN0632.and adjusted by the National Geodetic Survey in December 2025.
 PN0632
 PN0632.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PN0632.been affixed to the stable North American tectonic plate. See 
 PN0632.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PN0632
 PN0632.The horizontal coordinates are valid at the epoch date displayed above
 PN0632.which is a decimal equivalence of Year/Month/Day.
 PN0632
 PN0632.The orthometric height was determined by differential leveling and
 PN0632.adjusted by the NATIONAL GEODETIC SURVEY
 PN0632.in June 1991.
 PN0632
 PN0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0632.GEOID18 height accuracy estimate available here.
 PN0632
 PN0632.Click photographs - Photos may exist for this station.
 PN0632
 PN0632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN0632
 PN0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0632
 PN0632.The ellipsoidal height was determined by GPS observations
 PN0632.and is referenced to NAD 83.
 PN0632
 PN0632.The dynamic height is computed by dividing the NAVD 88
 PN0632.geopotential number by the normal gravity value computed on the
 PN0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0632.degrees latitude (g = 980.6199 gals.).
 PN0632
 PN0632.The modeled gravity was interpolated from observed gravity values.
 PN0632
 PN0632. The following values were computed from the NAD 83(2011) position.
 PN0632
 PN0632;                    North         East     Units Scale Factor Converg.
 PN0632;SPC WI C     -    62,260.262   749,516.810   MT  0.99997825   +1 19 26.0
 PN0632;SPC WI C     -   204,265.54  2,459,039.73   sFT  0.99997825   +1 19 26.0
 PN0632;UTM  16      - 4,914,482.300   410,483.766   MT  0.99969854   -0 47 09.4
 PN0632
 PN0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0632!SPC WI C     -   0.99997684  x   0.99997825  =   0.99995509
 PN0632!UTM  16      -   0.99997684  x   0.99969854  =   0.99967538
 PN0632
 PN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1048314482(NAD 83)
 PN0632
 PN0632                          SUPERSEDED SURVEY CONTROL
 PN0632
 PN0632.No superseded survey control is available for this station.
 PN0632
 PN0632_MARKER: X = CHISELED CROSS
 PN0632_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0632_SP_SET: BOLLARD
 PN0632_STAMPING: CA X
 PN0632_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0632+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 PN0632
 PN0632  HISTORY     - Date     Condition        Report By
 PN0632  HISTORY     - 1974     MONUMENTED       NOS
 PN0632  HISTORY     - 19940525 GOOD             WI-009
 PN0632  HISTORY     - 19991105 POOR             USPSQD
 PN0632  HISTORY     - 20030607 POOR             USPSQD
 PN0632  HISTORY     - 20220804 GOOD             DJHENK
 PN0632
 PN0632                          STATION DESCRIPTION
 PN0632
 PN0632'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0632'IN LITTLE RAPIDS.
 PN0632'IN LITTLE RAPIDS, ON THE WEST SIDE OF THE FOX RIVER, ON THE WEST SIDE
 PN0632'OF THE LITTLE KAUKAUNA LOCK, 47.2 FT. NORTHEAST OF A FLAGPOLE, 29.9
 PN0632'FT. SOUTHERLY OF THE CENTER OF THE LOWER GATE WINDLASS, 4.6 FT. WEST
 PN0632'OF THE EAST FACE OF LOCK WALL, 0.2 FT. SOUTHWEST OF NORTHEAST FACE,
 PN0632'0.15 SOUTHEAST OF NORTHWEST FACE OF THE SQUARE CONCRETE BASE OF A
 PN0632'BOLLARD, AND A CHISLED CROSS ON INSET BOLTHEAD AT NORTH CORNER OF BASE
 PN0632'OF THE BOLLARD.
 PN0632
 PN0632                          STATION RECOVERY (1994)
 PN0632
 PN0632'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0632'BELIEVED TO DESCRIBED ON A SEPARATE RUN BOTH DESCRIPTIONS TIE TO THE
 PN0632'SAME MARK.  THE MARK IS IN THE LOCK AND DAM SYSTEM AND IS NOT ALWAYS
 PN0632'ACCESSIBLE TO PUBLIC.  YOU MAY CALL THE U.S ARMY CORPS OF ENGINEERS TO
 PN0632'GAIN ACCESS.
 PN0632
 PN0632                          STATION RECOVERY (1999)
 PN0632
 PN0632'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0632'MARK RECOVERED IN POOR CONDITION.
 PN0632
 PN0632                          STATION RECOVERY (2003)
 PN0632
 PN0632'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0632'RECOVERED IN GOOD CONDITION.  NOTE-- THE BOLT HEAD IS PAINTED WITH
 PN0632'MANY LAYERS OF YELLOW PAINT MAKING THE CHISELED CROSS NOT VISIBLE.
 PN0632
 PN0632                          STATION RECOVERY (2022)
 PN0632
 PN0632'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2022 (DJH)
 PN0632'RECOVERED AS DESCRIBED.
 PN0632'
 PN0632'NOTE-THE PAINT WAS REMOVED FROM THE BOLT HEAD AND THE CROSS IS NOW
 PN0632'VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0263 ***********************************************************************
 NG0263  DESIGNATION -  CROSS
 NG0263  PID         -  NG0263
 NG0263  STATE/COUNTY-  WI/KENOSHA
 NG0263  COUNTRY     -  US
 NG0263  USGS QUAD   -  KENOSHA (2018)
 NG0263
 NG0263                         *CURRENT SURVEY CONTROL
 NG0263  ______________________________________________________________________
 NG0263* NAD 83(1986) POSITION- 42 35 23.5    (N) 087 49 01.4    (W)   HD_HELD2
 NG0263* NAVD 88 ORTHO HEIGHT -   177.816 (meters)      583.38  (feet) ADJUSTED
 NG0263  ______________________________________________________________________
 NG0263  GEOID HEIGHT    -        -34.696 (meters)                     GEOID18
 NG0263  DYNAMIC HEIGHT  -        177.763 (meters)      583.21  (feet) COMP
 NG0263  MODELED GRAVITY -    980,321.3   (mgal)                       NAVD 88
 NG0263
 NG0263  VERT ORDER      -  FIRST     CLASS 0
 NG0263
 NG0263.The horizontal coordinates were established by autonomous hand held GPS
 NG0263.observations and have an estimated accuracy of +/- 10 meters.
 NG0263
 NG0263.The orthometric height was determined by differential leveling and
 NG0263.adjusted by the NATIONAL GEODETIC SURVEY
 NG0263.in June 1991.
 NG0263
 NG0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0263.GEOID18 height accuracy estimate available here.
 NG0263
 NG0263.Click photographs - Photos may exist for this station.
 NG0263
 NG0263.The dynamic height is computed by dividing the NAVD 88
 NG0263.geopotential number by the normal gravity value computed on the
 NG0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0263.degrees latitude (g = 980.6199 gals.).
 NG0263
 NG0263.The modeled gravity was interpolated from observed gravity values.
 NG0263
 NG0263;                    North         East    Units  Estimated Accuracy
 NG0263;SPC WI S     -    67,874.      779,164.      MT  (+/- 10 meters HH2 GPS)
 NG0263
 NG0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3296115594(NAD 83)
 NG0263
 NG0263                          SUPERSEDED SURVEY CONTROL
 NG0263
 NG0263  NGVD 29 (??/??/92)  177.90   (m)          583.7    (f) COMPUTED    1 0
 NG0263
 NG0263.Superseded values are not recommended for survey control.
 NG0263
 NG0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0263.See file dsdata.pdf to determine how the superseded data were derived.
 NG0263
 NG0263_MARKER: X = CHISELED CROSS
 NG0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0263_SP_SET: RETAINING WALL
 NG0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0263
 NG0263  HISTORY     - Date     Condition        Report By
 NG0263  HISTORY     - UNK      MONUMENTED       USLS
 NG0263  HISTORY     - 1973     GOOD             NGS
 NG0263  HISTORY     - 20060715 MARK NOT FOUND   USPSQD
 NG0263
 NG0263                          STATION DESCRIPTION
 NG0263
 NG0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0263'AT KENOSHA.
 NG0263'ABOUT 0.2 MILES NORTH ALONG 7TH AVENUE FROM THE MUNICIPAL
 NG0263'BUILDING AT KENOSHA THENCE 0.3 MILES EAST AND SOUTH ALONG 50TH
 NG0263'50TH STREET AND 4TH AVE., ON SIMMONS ISLAND PARK, 234.0 FEET
 NG0263'WEST OF THE WEST CURB OF 4TH, 95.0 FEET SOUTHWEST OF THE
 NG0263'SOUTHWEST CORNER OF COAST GUARD HEADQUARTERS BUILDING, 35.7
 NG0263'FEET WEST OF THE NORTHWEST CORNER OF A BOAT HOUSE, ON EAST SIDE
 NG0263'OF A BOAT SLIP, AT THE SOUTH END OF A STEEL PILE REVETMENT, A
 NG0263'1 1/2 IN CHISELED CROSS ON THE SOUTHWEST CORNER OF REVETMENT,
 NG0263'0.4 FEET NORTH OF A WOODEN WALKWAY, LEVEL WITH THE WALKWAY.
 NG0263'SEC 32, T 2 N, R 23 E.
 NG0263
 NG0263                          STATION RECOVERY (2006)
 NG0263
 NG0263'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0263'STATION NOT RECOVERED.  A METAL GRATE IS COVERING THE REVETMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0868 ***********************************************************************
 PN0868  DESIGNATION -  CROSS
 PN0868  PID         -  PN0868
 PN0868  STATE/COUNTY-  WI/BROWN
 PN0868  COUNTRY     -  US
 PN0868  USGS QUAD   -  GREEN BAY WEST (2018)
 PN0868
 PN0868                         *CURRENT SURVEY CONTROL
 PN0868  ______________________________________________________________________
 PN0868* NAD 83(1991) POSITION- 44 31 55.05077(N) 088 01 11.88781(W)   ADJUSTED
 PN0868* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 PN0868  ______________________________________________________________________
 PN0868  GEOID HEIGHT    -        -36.250 (meters)                     GEOID18
 PN0868  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 PN0868  HORZ ORDER      -  FIRST
 PN0868
 PN0868.The horizontal coordinates were established by classical geodetic methods
 PN0868.and adjusted by the National Geodetic Survey in November 1991.
 PN0868
 PN0868.The orthometric height was scaled from a topographic map.
 PN0868
 PN0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0868.GEOID18 height accuracy estimate available here.
 PN0868
 PN0868.Click photographs - Photos may exist for this station.
 PN0868
 PN0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN0868
 PN0868. The following values were computed from the NAD 83(1991) position.
 PN0868
 PN0868;                    North         East     Units Scale Factor Converg.
 PN0868;SPC WI C     -    79,548.434   757,362.864   MT  0.99995865   +1 23 49.4
 PN0868;SPC WI C     -   260,985.15  2,484,781.33   sFT  0.99995865   +1 23 49.4
 PN0868;UTM  16      - 4,931,464.974   418,959.001   MT  0.99968077   -0 42 55.3
 PN0868
 PN0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0868!SPC WI C     -   0.99997778  x   0.99995865  =   0.99993643
 PN0868!UTM  16      -   0.99997778  x   0.99968077  =   0.99965856
 PN0868
 PN0868:                Primary Azimuth Mark                     Grid Az
 PN0868:SPC WI C     -  GREEN BAY EAST BASE                      134 45 33.2
 PN0868:UTM  16      -  GREEN BAY EAST BASE                      136 52 17.9
 PN0868
 PN0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1895931464(NAD 83)
 PN0868
 PN0868|---------------------------------------------------------------------|
 PN0868| PID    Reference Object                     Distance      Geod. Az  |
 PN0868|                                                           dddmmss.s |
 PN0868| PN0085 GREEN BAY EAST BASE                 APPROX. 0.5 KM 1360922.6 |
 PN0868|---------------------------------------------------------------------|
 PN0868
 PN0868                          SUPERSEDED SURVEY CONTROL
 PN0868
 PN0868  NAD 83(1986)-  44 31 55.04252(N)    088 01 11.87591(W) AD(       ) 1
 PN0868  NAD 27      -  44 31 55.06900(N)    088 01 11.49600(W) AD(       ) 1
 PN0868
 PN0868.Superseded values are not recommended for survey control.
 PN0868
 PN0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0868.See file dsdata.pdf to determine how the superseded data were derived.
 PN0868
 PN0868_MARKER: DE = TRAVERSE STATION DISK
 PN0868_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PN0868_STAMPING: CROSS 1926
 PN0868_MARK LOGO: CGS
 PN0868_MAGNETIC: P = MARKER IS A STEEL PIPE
 PN0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0868
 PN0868  HISTORY     - Date     Condition        Report By
 PN0868  HISTORY     - 1926     MONUMENTED       CGS
 PN0868  HISTORY     - 1972     MARK NOT FOUND   NGS
 PN0868  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0868
 PN0868                          STATION DESCRIPTION
 PN0868
 PN0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0868'STATION IS LOCATED IN GREEN BAY, WISCONSIN, AT THE INTERSECTION
 PN0868'OF THE CHICAGO AND NORTHWESTERN RAILROAD AND THE EXTENSION OF THE
 PN0868'W RAIL OF THE GREEN BAY AND WESTERN RAILWAY ON NORWOOD STREET.
 PN0868'
 PN0868'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF
 PN0868'A 4-INCH GALANIZED-IRON PIPE FILLED WITH CONCRETE AND ANCHORED
 PN0868'2-1/2 FEET BELOW THE SURFACE, WITH A BOLT THROUGH THE PIPE SET IN
 PN0868'CONCRETE.
 PN0868'
 PN0868'STATION IS 12.345 METERS (40.60 FEET) N OF THE PROPERTY LINE
 PN0868'OF THE CHICAGO AND NORTHWESTERN RAILROAD AND 2.922 METERS S OF
 PN0868'THE S RAIL OF THE MAIN TRACK OF THE CHICAGO AND NORTHWESTERN
 PN0868'RAILROAD.  IT IS 87.5 METERS E OF THE CENTER LINE OF LINCOLN
 PN0868'AVENUE AND 98.83 METERS E OF POST 1493.
 PN0868'
 PN0868'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 PN0868
 PN0868                          STATION RECOVERY (1972)
 PN0868
 PN0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 PN0868'STATION WAS SEARCHED FOR BUT NOT RECOVERED THIS DATE.
 PN0868'
 PN0868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREEN BAY
 PN0868
 PN0868                          STATION RECOVERY (2003)
 PN0868
 PN0868'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0868'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0494 ***********************************************************************
 PN0494  DESIGNATION -  CROSS A GWRR
 PN0494  PID         -  PN0494
 PN0494  STATE/COUNTY-  WI/WOOD
 PN0494  COUNTRY     -  US
 PN0494  USGS QUAD   -  WISCONSIN RAPIDS NORTH (2018)
 PN0494
 PN0494                         *CURRENT SURVEY CONTROL
 PN0494  ______________________________________________________________________
 PN0494* NAD 83(1986) POSITION- 44 24 01.     (N) 089 48 53.     (W)   SCALED
 PN0494* NAVD 88 ORTHO HEIGHT -   310.632 (meters)     1019.13  (feet) ADJUSTED
 PN0494  ______________________________________________________________________
 PN0494  GEOID HEIGHT    -        -35.315 (meters)                     GEOID18
 PN0494  DYNAMIC HEIGHT  -        310.576 (meters)     1018.95  (feet) COMP
 PN0494  MODELED GRAVITY -    980,431.3   (mgal)                       NAVD 88
 PN0494
 PN0494  VERT ORDER      -  FIRST     CLASS II
 PN0494
 PN0494.The horizontal coordinates were scaled from a map and have
 PN0494.an estimated accuracy of +/- 6 seconds.
 PN0494
 PN0494.The orthometric height was determined by differential leveling and
 PN0494.adjusted by the NATIONAL GEODETIC SURVEY
 PN0494.in June 1991.
 PN0494
 PN0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0494.GEOID18 height accuracy estimate available here.
 PN0494
 PN0494.Click photographs - Photos may exist for this station.
 PN0494
 PN0494.The dynamic height is computed by dividing the NAVD 88
 PN0494.geopotential number by the normal gravity value computed on the
 PN0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0494.degrees latitude (g = 980.6199 gals.).
 PN0494
 PN0494.The modeled gravity was interpolated from observed gravity values.
 PN0494
 PN0494;                    North         East    Units  Estimated Accuracy
 PN0494;SPC WI C     -    63,020.      614,760.      MT  (+/- 180 meters Scaled)
 PN0494
 PN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ758201(NAD 83)
 PN0494
 PN0494                          SUPERSEDED SURVEY CONTROL
 PN0494
 PN0494  NGVD 29 (??/??/92)  310.652  (m)         1019.20   (f) ADJ UNCH    1 2
 PN0494
 PN0494.Superseded values are not recommended for survey control.
 PN0494
 PN0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0494.See file dsdata.pdf to determine how the superseded data were derived.
 PN0494
 PN0494_MARKER: X = CHISELED CROSS
 PN0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0494_SP_SET: PLATFORM
 PN0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0494
 PN0494  HISTORY     - Date     Condition        Report By
 PN0494  HISTORY     - UNK      MONUMENTED       GWRR
 PN0494  HISTORY     - 1926     GOOD             CGS
 PN0494  HISTORY     - 1934     GOOD             CGS
 PN0494  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0494
 PN0494                          STATION DESCRIPTION
 PN0494
 PN0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PN0494'AT WISCONSIN RAPIDS.
 PN0494'AT WISCONSIN RAPIDS, WOOD COUNTY, AT THE GREEN BAY AND WESTERN
 PN0494'RAILROAD STATION, ON THE NORTHEAST CORNER OF THE CONCRETE PLATFORM.
 PN0494'A CHISELED CROSS.
 PN0494
 PN0494                          STATION RECOVERY (1934)
 PN0494
 PN0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PN0494'RECOVERED IN GOOD CONDITION.
 PN0494
 PN0494                          STATION RECOVERY (1985)
 PN0494
 PN0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0494'THE PLATFORM HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN0506 ***********************************************************************
 PN0506  DESIGNATION -  CROSS B GWRR
 PN0506  PID         -  PN0506
 PN0506  STATE/COUNTY-  WI/PORTAGE
 PN0506  COUNTRY     -  US
 PN0506  USGS QUAD   -  WHITING (2018)
 PN0506
 PN0506                         *CURRENT SURVEY CONTROL
 PN0506  ______________________________________________________________________
 PN0506* NAD 83(1986) POSITION- 44 27 25.     (N) 089 32 46.     (W)   SCALED
 PN0506* NAVD 88 ORTHO HEIGHT -   328.329 (meters)     1077.19  (feet) ADJUSTED
 PN0506  ______________________________________________________________________
 PN0506  GEOID HEIGHT    -        -35.851 (meters)                     GEOID18
 PN0506  DYNAMIC HEIGHT  -        328.269 (meters)     1077.00  (feet) COMP
 PN0506  MODELED GRAVITY -    980,424.3   (mgal)                       NAVD 88
 PN0506
 PN0506  VERT ORDER      -  FIRST     CLASS II
 PN0506
 PN0506.The horizontal coordinates were scaled from a map and have
 PN0506.an estimated accuracy of +/- 6 seconds.
 PN0506
 PN0506.The orthometric height was determined by differential leveling and
 PN0506.adjusted by the NATIONAL GEODETIC SURVEY
 PN0506.in June 1991.
 PN0506
 PN0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN0506.GEOID18 height accuracy estimate available here.
 PN0506
 PN0506.Click photographs - Photos may exist for this station.
 PN0506
 PN0506.The dynamic height is computed by dividing the NAVD 88
 PN0506.geopotential number by the normal gravity value computed on the
 PN0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0506.degrees latitude (g = 980.6199 gals.).
 PN0506
 PN0506.The modeled gravity was interpolated from observed gravity values.
 PN0506
 PN0506;                    North         East    Units  Estimated Accuracy
 PN0506;SPC WI C     -    69,400.      636,120.      MT  (+/- 180 meters Scaled)
 PN0506
 PN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ974257(NAD 83)
 PN0506
 PN0506                          SUPERSEDED SURVEY CONTROL
 PN0506
 PN0506  NGVD 29 (??/??/92)  328.340  (m)         1077.23   (f) ADJ UNCH    1 2
 PN0506
 PN0506.Superseded values are not recommended for survey control.
 PN0506
 PN0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0506.See file dsdata.pdf to determine how the superseded data were derived.
 PN0506
 PN0506_MARKER: X = CHISELED CROSS
 PN0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0506_SP_SET: PLATFORM
 PN0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0506
 PN0506  HISTORY     - Date     Condition        Report By
 PN0506  HISTORY     - UNK      MONUMENTED       GWRR
 PN0506  HISTORY     - 1926     GOOD             CGS
 PN0506  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0506
 PN0506                          STATION DESCRIPTION
 PN0506
 PN0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PN0506'AT PLOVER.
 PN0506'AT PLOVER, PORTAGE COUNTY, AT THE GREEN BAY AND WESTERN RAILROAD
 PN0506'STATION, ON THE SOUTHWEST END OF THE CONCRETE STATION PLATFORM.
 PN0506'A CHISELED CROSS.
 PN0506
 PN0506                          STATION RECOVERY (1985)
 PN0506
 PN0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0506'THE OLD STATION HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5103 ***********************************************************************
 DK5103  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5103  DESIGNATION -  CROSS C GPS
 DK5103  PID         -  DK5103
 DK5103  STATE/COUNTY-  WI/BUFFALO
 DK5103  COUNTRY     -  US
 DK5103  USGS QUAD   -  FOUNTAIN CITY (2018)
 DK5103
 DK5103                         *CURRENT SURVEY CONTROL
 DK5103  ______________________________________________________________________
 DK5103* NAD 83(2011) POSITION- 44 12 30.50439(N) 091 39 12.65684(W)   ADJUSTED
 DK5103* NAD 83(2011) ELLIP HT-   335.965 (meters)        (06/27/12)   ADJUSTED
 DK5103* NAD 83(2011) EPOCH   -  2010.00
 DK5103* NAVD 88 ORTHO HEIGHT -   366.60  (meters)     1202.8   (feet) GPS OBS
 DK5103  ______________________________________________________________________
 DK5103  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5103  GEOID HEIGHT    -        -30.635 (meters)                     GEOID12A
 DK5103  GEOID HEIGHT    -        -30.640 (meters)                     GEOID18
 DK5103  NAD 83(2011) X  -   -132,145.554 (meters)                     COMP
 DK5103  NAD 83(2011) Y  - -4,577,688.625 (meters)                     COMP
 DK5103  NAD 83(2011) Z  -  4,424,959.617 (meters)                     COMP
 DK5103  LAPLACE CORR    -         -4.95  (seconds)                    DEFLEC18
 DK5103
 DK5103  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5103  Standards:
 DK5103         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5103            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5103  -------------------------------------------------------------------
 DK5103  NETWORK    0.39   0.35           0.18   0.13   0.18      0.08128765
 DK5103  -------------------------------------------------------------------
 DK5103  Click here for local accuracies and other accuracy information.
 DK5103
 DK5103.The horizontal coordinates were established by GPS observations
 DK5103.and adjusted by the National Geodetic Survey in June 2012.
 DK5103
 DK5103.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5103.been affixed to the stable North American tectonic plate. See 
 DK5103.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5103
 DK5103.The horizontal coordinates are valid at the epoch date displayed above
 DK5103.which is a decimal equivalence of Year/Month/Day.
 DK5103
 DK5103.The orthometric height was determined by GPS observations and a
 DK5103.high-resolution geoid model using precise GPS observation and
 DK5103.processing techniques.
 DK5103
 DK5103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5103.GEOID18 height accuracy estimate available here.
 DK5103
 DK5103.Click photographs - Photos may exist for this station.
 DK5103
 DK5103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5103
 DK5103.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5103
 DK5103.The ellipsoidal height was determined by GPS observations
 DK5103.and is referenced to NAD 83.
 DK5103
 DK5103. The following values were computed from the NAD 83(2011) position.
 DK5103
 DK5103;                    North         East     Units Scale Factor Converg.
 DK5103;SPC WI C     -    43,030.502   467,851.112   MT  1.00000811   -1 10 00.1
 DK5103;SPC WI C     -   141,175.91  1,534,941.52   sFT  1.00000811   -1 10 00.1
 DK5103;UTM  15      - 4,895,909.408   607,574.749   MT  0.99974232   +0 56 20.2
 DK5103
 DK5103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5103!SPC WI C     -   0.99994732  x   1.00000811  =   0.99995543
 DK5103!UTM  15      -   0.99994732  x   0.99974232  =   0.99968966
 DK5103
 DK5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0757495909(NAD 83)
 DK5103
 DK5103                          SUPERSEDED SURVEY CONTROL
 DK5103
 DK5103  NAD 83(2007)-  44 12 30.50449(N)    091 39 12.65763(W) AD(2002.00) 1
 DK5103  ELLIP H (07/29/08)  335.998  (m)                       GP(2002.00) 3 1
 DK5103  NAVD 88 (07/29/08)  366.60   (m)  GEOID03  model used  GPS OBS        
 DK5103
 DK5103.Superseded values are not recommended for survey control.
 DK5103
 DK5103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5103.See file dsdata.pdf to determine how the superseded data were derived.
 DK5103
 DK5103_MARKER: DD = SURVEY DISK
 DK5103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5103_STAMPING: CROSS C GPS 2005
 DK5103_MARK LOGO: WIDT
 DK5103_PROJECTION: FLUSH
 DK5103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5103+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DK5103
 DK5103  HISTORY     - Date     Condition        Report By
 DK5103  HISTORY     - 2004     MONUMENTED       WIDT
 DK5103  HISTORY     - 20061018 GOOD             WIDT
 DK5103
 DK5103                          STATION DESCRIPTION
 DK5103
 DK5103'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5103'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 WITH COUNTY
 DK5103'HIGHWAY G ABOUT 6 MI (9.7 KM) NORTHEAST OF FOUNTAIN CITY, GO NORTHERLY
 DK5103'ON STATE HIGHWAY 95 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DK5103'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DK5103'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DK5103'INCH) DIAMETER CONCRETE POST (ATTACHED TO BEDROCK 2.1 M DEEP), LOCATED
 DK5103'WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DK5103'STATION IS 10.8 M (35.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE
 DK5103'HIGHWAY 95, 97 M (318.2 FT) EAST OF A PRIVATE ENTRANCE --S2648--, 50 M
 DK5103'(164.0 FT) SOUTHWEST OF A WOOD POST FOR A --JCT CTH G-- SIGN, AND 1.0
 DK5103'M (3.3 FT) SOUTH, NORTHEAST, AND NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DK5103'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5103'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7104 ***********************************************************************
 DN7104  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7104  DESIGNATION -  CROSS CUT
 DN7104  PID         -  DN7104
 DN7104  STATE/COUNTY-  WI/DUNN
 DN7104  COUNTRY     -  US
 DN7104  USGS QUAD   -  MENOMONIE NORTH (2018)
 DN7104
 DN7104                         *CURRENT SURVEY CONTROL
 DN7104  ______________________________________________________________________
 DN7104* NAD 83(2011) POSITION- 44 56 00.68867(N) 091 56 12.96492(W)   ADJUSTED
 DN7104* NAD 83(2011) ELLIP HT-   245.297 (meters)        (04/15/13)   ADJUSTED
 DN7104* NAD 83(2011) EPOCH   -  2010.00
 DN7104* NAVD 88 ORTHO HEIGHT -   276.00  (meters)      905.5   (feet) GPS OBS
 DN7104  ______________________________________________________________________
 DN7104  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7104  GEOID HEIGHT    -        -30.697 (meters)                     GEOID12A
 DN7104  GEOID HEIGHT    -        -30.704 (meters)                     GEOID18
 DN7104  NAD 83(2011) X  -   -152,874.410 (meters)                     COMP
 DN7104  NAD 83(2011) Y  - -4,520,400.965 (meters)                     COMP
 DN7104  NAD 83(2011) Z  -  4,482,294.890 (meters)                     COMP
 DN7104  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 DN7104
 DN7104  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7104  Standards:
 DN7104         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7104            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7104  -------------------------------------------------------------------
 DN7104  NETWORK    0.53   0.94           0.24   0.18   0.48      0.15537536
 DN7104  -------------------------------------------------------------------
 DN7104  Click here for local accuracies and other accuracy information.
 DN7104
 DN7104.The horizontal coordinates were established by GPS observations
 DN7104.and adjusted by the National Geodetic Survey in April 2013.
 DN7104
 DN7104.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7104.been affixed to the stable North American tectonic plate. See 
 DN7104.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7104
 DN7104.The horizontal coordinates are valid at the epoch date displayed above
 DN7104.which is a decimal equivalence of Year/Month/Day.
 DN7104
 DN7104.The orthometric height was determined by GPS observations and a
 DN7104.high-resolution geoid model using precise GPS observation and
 DN7104.processing techniques.
 DN7104
 DN7104.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7104.GEOID18 height accuracy estimate available here.
 DN7104
 DN7104.Click photographs - Photos may exist for this station.
 DN7104
 DN7104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7104
 DN7104.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7104
 DN7104.The ellipsoidal height was determined by GPS observations
 DN7104.and is referenced to NAD 83.
 DN7104
 DN7104. The following values were computed from the NAD 83(2011) position.
 DN7104
 DN7104;                    North         East     Units Scale Factor Converg.
 DN7104;SPC WI C     -   124,075.373   447,125.825   MT  0.99994120   -1 21 60.0
 DN7104;SPC WI C     -   407,070.62  1,466,945.31   sFT  0.99994120   -1 21 60.0
 DN7104;UTM  15      - 4,976,115.521   583,882.652   MT  0.99968652   +0 45 03.1
 DN7104
 DN7104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7104!SPC WI C     -   0.99996154  x   0.99994120  =   0.99990274
 DN7104!UTM  15      -   0.99996154  x   0.99968652  =   0.99964807
 DN7104
 DN7104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8388276115(NAD 83)
 DN7104
 DN7104                          SUPERSEDED SURVEY CONTROL
 DN7104
 DN7104  NAD 83(2007)-  44 56 00.68874(N)    091 56 12.96560(W) AD(2002.00) 1
 DN7104  ELLIP H (04/06/12)  245.334  (m)                       GP(2002.00) 1 1
 DN7104
 DN7104.Superseded values are not recommended for survey control.
 DN7104
 DN7104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7104.See file dsdata.pdf to determine how the superseded data were derived.
 DN7104
 DN7104_MARKER: DD = SURVEY DISK
 DN7104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7104_STAMPING: 28.13.03 1992 CROSS CUT
 DN7104_MARK LOGO: WI-033
 DN7104_PROJECTION: FLUSH
 DN7104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7104+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 DN7104
 DN7104  HISTORY     - Date     Condition        Report By
 DN7104  HISTORY     - 1992     MONUMENTED       WI-033
 DN7104  HISTORY     - 20071003 GOOD             WIDT
 DN7104
 DN7104                          STATION DESCRIPTION
 DN7104
 DN7104'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DN7104'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 WITH COUNTY
 DN7104'HIGHWAY F, COUNTY HIGHWAY J AND COUNTY HIGHWAY BB TO THE EAST AND
 DN7104'700TH AVENUE TO THE WEST ABOUT 2 MI (3.2 KM) NORTH OF THE CITY OF
 DN7104'MENOMONIE, GO WEST ON 700TH AVENUE FOR 0.6 MI (1.0 KM) TO THE STATION
 DN7104'ON THE LEFT.
 DN7104'
 DN7104'THE IS A BRONZE DUNN COUNTY GEODETIC CONTROL STATION DISK SET IN THE
 DN7104'TOP OF A 30-CM (12 INCH) DIAMETER CONCRETE POST, LOCATED WITHIN THE
 DN7104'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.1 M
 DN7104'(20.0 FT) SOUTH OF THE CENTERLINE OF 700TH AVENUE, 58.8 M (192.9 FT)
 DN7104'EAST-SOUTHEAST OF POWER POLE NUMBER -8320YY37-, 48.5 M (159.1 FT)
 DN7104'WEST-SOUTHWEST OF POWER POLE NUMBER -8320YY36- AND 1.0 M (3.3 FT)
 DN7104'SOUTH, NORTHEAST AND NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DN7104'
 DN7104'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN7104'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5107 ***********************************************************************
 DK5107  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5107  DESIGNATION -  CROSS N GPS
 DK5107  PID         -  DK5107
 DK5107  STATE/COUNTY-  WI/BUFFALO
 DK5107  COUNTRY     -  US
 DK5107  USGS QUAD   -  FOUNTAIN CITY (2018)
 DK5107
 DK5107                         *CURRENT SURVEY CONTROL
 DK5107  ______________________________________________________________________
 DK5107* NAD 83(2011) POSITION- 44 14 35.67039(N) 091 41 47.80099(W)   ADJUSTED
 DK5107* NAD 83(2011) ELLIP HT-   347.475 (meters)        (06/27/12)   ADJUSTED
 DK5107* NAD 83(2011) EPOCH   -  2010.00
 DK5107* NAVD 88 ORTHO HEIGHT -   378.06  (meters)     1240.4   (feet) GPS OBS
 DK5107  ______________________________________________________________________
 DK5107  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5107  GEOID HEIGHT    -        -30.583 (meters)                     GEOID12A
 DK5107  GEOID HEIGHT    -        -30.586 (meters)                     GEOID18
 DK5107  NAD 83(2011) X  -   -135,509.130 (meters)                     COMP
 DK5107  NAD 83(2011) Y  - -4,574,902.580 (meters)                     COMP
 DK5107  NAD 83(2011) Z  -  4,427,736.248 (meters)                     COMP
 DK5107  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 DK5107
 DK5107  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5107  Standards:
 DK5107         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5107            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5107  -------------------------------------------------------------------
 DK5107  NETWORK    0.51   0.39           0.24   0.16   0.20      0.09401550
 DK5107  -------------------------------------------------------------------
 DK5107  Click here for local accuracies and other accuracy information.
 DK5107
 DK5107.The horizontal coordinates were established by GPS observations
 DK5107.and adjusted by the National Geodetic Survey in June 2012.
 DK5107
 DK5107.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5107.been affixed to the stable North American tectonic plate. See 
 DK5107.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5107
 DK5107.The horizontal coordinates are valid at the epoch date displayed above
 DK5107.which is a decimal equivalence of Year/Month/Day.
 DK5107
 DK5107.The orthometric height was determined by GPS observations and a
 DK5107.high-resolution geoid model using precise GPS observation and
 DK5107.processing techniques.
 DK5107
 DK5107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5107.GEOID18 height accuracy estimate available here.
 DK5107
 DK5107.Click photographs - Photos may exist for this station.
 DK5107
 DK5107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5107
 DK5107.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5107
 DK5107.The ellipsoidal height was determined by GPS observations
 DK5107.and is referenced to NAD 83.
 DK5107
 DK5107. The following values were computed from the NAD 83(2011) position.
 DK5107
 DK5107;                    North         East     Units Scale Factor Converg.
 DK5107;SPC WI C     -    46,964.064   464,488.121   MT  1.00000128   -1 11 49.5
 DK5107;SPC WI C     -   154,081.27  1,523,908.11   sFT  1.00000128   -1 11 49.5
 DK5107;UTM  15      - 4,899,715.707   604,070.407   MT  0.99973320   +0 54 34.1
 DK5107
 DK5107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5107!SPC WI C     -   0.99994552  x   1.00000128  =   0.99994680
 DK5107!UTM  15      -   0.99994552  x   0.99973320  =   0.99967873
 DK5107
 DK5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0407099715(NAD 83)
 DK5107
 DK5107                          SUPERSEDED SURVEY CONTROL
 DK5107
 DK5107  NAD 83(2007)-  44 14 35.67051(N)    091 41 47.80178(W) AD(2002.00) 1
 DK5107  ELLIP H (07/29/08)  347.508  (m)                       GP(2002.00) 3 1
 DK5107  NAVD 88 (07/29/08)  378.06   (m)  GEOID03  model used  GPS OBS        
 DK5107
 DK5107.Superseded values are not recommended for survey control.
 DK5107
 DK5107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5107.See file dsdata.pdf to determine how the superseded data were derived.
 DK5107
 DK5107_MARKER: DD = SURVEY DISK
 DK5107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5107_STAMPING: CROSS N GPS 2005
 DK5107_MARK LOGO: WIDT
 DK5107_PROJECTION: FLUSH
 DK5107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5107+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DK5107
 DK5107  HISTORY     - Date     Condition        Report By
 DK5107  HISTORY     - 2004     MONUMENTED       WIDT
 DK5107  HISTORY     - 20061018 GOOD             WIDT
 DK5107
 DK5107                          STATION DESCRIPTION
 DK5107
 DK5107'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5107'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 DK5107'HIGHWAY 88 ABOUT 4 MI (6.4 KM) NORTHWEST OF FOUNTAIN CITY, GO
 DK5107'NORTHERLY ON STATE HIGHWAY 88 FOR 2.65 MI (4.3 KM) TO OAK VALLEY ROAD
 DK5107'ON THE RIGHT, TURN RIGHT AND GO EAST ON OAK VALLEY ROAD FOR 3.65 MI
 DK5107'(5.9 KM) TO CANADA RIDGE ROAD, TURN LEFT AND GO NORTH ON CANADA RIDGE
 DK5107'ROAD FOR 0.9 MI (1.4 KM) TO PUTZ ROAD ON THE LEFT, TURN LEFT AND GO
 DK5107'WEST ON PUTZ ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DK5107'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DK5107'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DK5107'INCH) DIAMETER CONCRETE POST (2.4 M DEEP), LOCATED WITHIN THE
 DK5107'RIGHT-OF-WAY ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.2 M
 DK5107'(30.2 FT) NORTH OF THE CENTERLINE OF PUTZ ROAD, 21.2 M (69.6 FT) NORTH
 DK5107'OF A POWER POLE --6D4E7--, 10 M (32.8 FT) EAST OF A FIELD ENTRANCE,
 DK5107'AND 1.0 M (3.3 FT) NORTH, SOUTHEAST, AND SOUTHWEST OF AN ORANGE 4X4
 DK5107'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DK5107'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 OM1143 ***********************************************************************
 OM1143  DESIGNATION -  CROSS PLAINS
 OM1143  PID         -  OM1143
 OM1143  STATE/COUNTY-  WI/DANE
 OM1143  COUNTRY     -  US
 OM1143  USGS QUAD   -  SPRINGFIELD CORNERS (2018)
 OM1143
 OM1143                         *CURRENT SURVEY CONTROL
 OM1143  ______________________________________________________________________
 OM1143* NAD 83(1991) POSITION- 43 08 12.70300(N) 089 34 51.35782(W)   ADJUSTED
 OM1143* NAVD 88 ORTHO HEIGHT -   346.    (meters)     1135.    (feet) SCALED
 OM1143  ______________________________________________________________________
 OM1143  GEOID HEIGHT    -        -34.338 (meters)                     GEOID18
 OM1143  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 OM1143  HORZ ORDER      -  THIRD
 OM1143
 OM1143.The horizontal coordinates were established by classical geodetic methods
 OM1143.and adjusted by the National Geodetic Survey in November 1991.
 OM1143
 OM1143.The orthometric height was scaled from a topographic map.
 OM1143
 OM1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 OM1143.GEOID18 height accuracy estimate available here.
 OM1143
 OM1143.Click photographs - Photos may exist for this station.
 OM1143
 OM1143.The Laplace correction was computed from DEFLEC18 derived deflections.
 OM1143
 OM1143. The following values were computed from the NAD 83(1991) position.
 OM1143
 OM1143;                    North         East     Units Scale Factor Converg.
 OM1143;SPC WI S     -   126,379.974   634,093.128   MT  0.99994314   +0 17 16.6
 OM1143;SPC WI S     -   414,631.63  2,080,353.87   sFT  0.99994314   +0 17 16.6
 OM1143;UTM  16      - 4,779,246.909   290,095.212   MT  1.00014204   -1 45 55.2
 OM1143
 OM1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1143!SPC WI S     -   0.99995113  x   0.99994314  =   0.99989428
 OM1143!UTM  16      -   0.99995113  x   1.00014204  =   1.00009317
 OM1143
 OM1143:                Primary Azimuth Mark                     Grid Az
 OM1143:SPC WI S     -  CROSS PLAINS AZ MK                       180 00 30.7
 OM1143:UTM  16      -  CROSS PLAINS AZ MK                       182 03 42.5
 OM1143
 OM1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9009579246(NAD 83)
 OM1143
 OM1143|---------------------------------------------------------------------|
 OM1143| PID    Reference Object                     Distance      Geod. Az  |
 OM1143|                                                           dddmmss.s |
 OM1143| OM1147 ASHTON ST PETERS CATH CH SPIRE      APPROX. 3.3 KM 0834553.0 |
 OM1143| OM1106 MENDOTA STATE HOSP WATER TANK       APPROX.14.8 KM 0910117.0 |
 OM1143| OM1065 MADISON GAS AND ELEC CO W STK       APPROX.18.0 KM 1110347.7 |
 OM1143| OM1085 MADISON CAPITOL HEAT PLT STK        APPROX.17.8 KM 1111603.9 |
 OM1143| OM1078 MADISON RAD STA FSF 982 MAST        APPROX.17.7 KM 1134902.5 |
 OM1143| OM1099 MADISON TV STATION WHA TOWER        APPROX.16.1 KM 1145037.0 |
 OM1143| CI8465 CROSS PLAINS RM 1                    16.102 METERS 17715     |
 OM1143| CI8464 CROSS PLAINS AZ MK                                 1801747.3 |
 OM1143| CI8466 CROSS PLAINS RM 2                    11.472 METERS 27119     |
 OM1143| OM1144 MARTINSVILLE ST MARTIN CATH CH      APPROX. 5.0 KM 3510546.9 |
 OM1143|---------------------------------------------------------------------|
 OM1143
 OM1143                          SUPERSEDED SURVEY CONTROL
 OM1143
 OM1143  NAD 83(1986)-  43 08 12.69353(N)    089 34 51.36090(W) AD(       ) 3
 OM1143  NAD 27      -  43 08 12.70970(N)    089 34 50.92300(W) AD(       ) 3
 OM1143
 OM1143.Superseded values are not recommended for survey control.
 OM1143
 OM1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1143.See file dsdata.pdf to determine how the superseded data were derived.
 OM1143
 OM1143_MARKER: DS = TRIANGULATION STATION DISK
 OM1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1143_STAMPING: CROSS PLAINS 1958
 OM1143_MARK LOGO: CGS
 OM1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1143+STABILITY: SURFACE MOTION
 OM1143
 OM1143  HISTORY     - Date     Condition        Report By
 OM1143  HISTORY     - 1958     MONUMENTED       CGS
 OM1143
 OM1143                          STATION DESCRIPTION
 OM1143
 OM1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1143'THE STATION IS 2 MILES NORTH AND 3-1/2 MILES EAST OF CROSS
 OM1143'PLAINS, 5 MILES NORTH AND 10-1/4 MILES WEST CAPITOL BUILDING
 OM1143'IN MADISON NEAR THE E 1/4 COR. OF THE SE 1/4 OF SEC. 30,
 OM1143'T.8N, R. 8E AND ON THE ROAD RIGHT-OF-WAY.  IT IS 160 FEET
 OM1143'NORTH OF A FENCE CORNER, 18 FEET EAST OF THE CENTERLINE OF
 OM1143'A GRAVELED ROAD, 4 FEET SOUTH-SOUTHWEST OF A WHITE WITNESS
 OM1143'POST AND 2 FEET WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS
 OM1143'2 INCHES AND THE DISK IS STAMPED CROSS PLAINS 1958.
 OM1143'
 OM1143'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CROSS PLAINS,
 OM1143'GO EAST ON U.S. HIGHWAY 14 FOR 2.85 MILES TO A GRAVELED
 OM1143'CROSSROAD.  TURN LEFT AND GO NORTHERLY ON A WINDING ROAD
 OM1143'FOR 2.1 MILES TO A T-ROAD.  TURN RIGHT AND GO EAST ON AIRPORT
 OM1143'ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 OM1143'NORTH ON SUNSET ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON
 OM1143'THE LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.2
 OM1143'MILE TO A PAVED CROSSROAD.  CONTINUE NORTH ON THE GRAVELED
 OM1143'ROAD FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 OM1143'
 OM1143'REFERENCE MARK 1 IS 107 FEET NORTH OF THE FENCE CORNER, 22
 OM1143'FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 6 INCHES
 OM1143'WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND
 OM1143'THE DISK IS STAMPED CROSS PLAINS NO 1 1958.
 OM1143'
 OM1143'REFERENCE MARK 2 IS 19 FEET WEST OF THE CENTERLINE OF THE
 OM1143'GRAVELED ROAD AND 6 INCHES EAST OF A WIRE FENCE.  THE MONUMENT
 OM1143'PROJECTS 2 INCHES AND THE DISK IS STAMPED CROSS PLAINS NO
 OM1143'2 1958.
 OM1143'
 OM1143'THE AZIMUTH MARK IS 99 FEET NORTHWEST OF A T-FENCE CORNER,
 OM1143'24 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET
 OM1143'NORTH OF A WHITE WITNESS POST AND 6 INCHES WEST OF A WIRE
 OM1143'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 OM1143'CROSS PLAINS 1958.
 OM1143'
 OM1143'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DF9708 ***********************************************************************
 DF9708  DESIGNATION -  CROSS PLAINS GPS
 DF9708  PID         -  DF9708
 DF9708  STATE/COUNTY-  WI/DANE
 DF9708  COUNTRY     -  US
 DF9708  USGS QUAD   -  CROSS PLAINS (2018)
 DF9708
 DF9708                         *CURRENT SURVEY CONTROL
 DF9708  ______________________________________________________________________
 DF9708* NAD 83(2011) POSITION- 43 03 48.57058(N) 089 39 20.23186(W)   ADJUSTED
 DF9708* NAD 83(2011) ELLIP HT-   268.062 (meters)        (06/27/12)   ADJUSTED
 DF9708* NAD 83(2011) EPOCH   -  2010.00
 DF9708* NAVD 88 ORTHO HEIGHT -   302.296 (meters)      991.78  (feet) ADJUSTED
 DF9708  ______________________________________________________________________
 DF9708  GEOID HEIGHT    -        -34.221 (meters)                     GEOID18
 DF9708  NAD 83(2011) X  -     28,053.159 (meters)                     COMP
 DF9708  NAD 83(2011) Y  - -4,667,251.501 (meters)                     COMP
 DF9708  NAD 83(2011) Z  -  4,332,840.746 (meters)                     COMP
 DF9708  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 DF9708  DYNAMIC HEIGHT  -        302.212 (meters)      991.51  (feet) COMP
 DF9708  MODELED GRAVITY -    980,333.4   (mgal)                       NAVD 88
 DF9708
 DF9708  VERT ORDER      -  SECOND    CLASS I
 DF9708
 DF9708  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9708  Standards:
 DF9708         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9708            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9708  -------------------------------------------------------------------
 DF9708  NETWORK    0.26   0.35           0.12   0.09   0.18     -0.01067212
 DF9708  -------------------------------------------------------------------
 DF9708  Click here for local accuracies and other accuracy information.
 DF9708
 DF9708.The horizontal coordinates were established by GPS observations
 DF9708.and adjusted by the National Geodetic Survey in June 2012.
 DF9708
 DF9708.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9708.been affixed to the stable North American tectonic plate. See 
 DF9708.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9708
 DF9708.The horizontal coordinates are valid at the epoch date displayed above
 DF9708.which is a decimal equivalence of Year/Month/Day.
 DF9708
 DF9708.The orthometric height was determined by differential leveling and
 DF9708.adjusted by the NATIONAL GEODETIC SURVEY
 DF9708.in April 2017.
 DF9708
 DF9708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9708.GEOID18 height accuracy estimate available here.
 DF9708
 DF9708.Click photographs - Photos may exist for this station.
 DF9708
 DF9708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9708
 DF9708.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9708
 DF9708.The ellipsoidal height was determined by GPS observations
 DF9708.and is referenced to NAD 83.
 DF9708
 DF9708.The dynamic height is computed by dividing the NAVD 88
 DF9708.geopotential number by the normal gravity value computed on the
 DF9708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9708.degrees latitude (g = 980.6199 gals.).
 DF9708
 DF9708.The modeled gravity was interpolated from observed gravity values.
 DF9708
 DF9708. The following values were computed from the NAD 83(2011) position.
 DF9708
 DF9708;                    North         East     Units Scale Factor Converg.
 DF9708;SPC WI S     -   118,201.635   628,050.664   MT  0.99994983   +0 14 11.8
 DF9708;SPC WI S     -   387,799.86  2,060,529.55   sFT  0.99994983   +0 14 11.8
 DF9708;UTM  16      - 4,771,288.480   283,762.447   MT  1.00017525   -1 48 50.3
 DF9708
 DF9708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9708!SPC WI S     -   0.99995796  x   0.99994983  =   0.99990780
 DF9708!UTM  16      -   0.99995796  x   1.00017525  =   1.00013321
 DF9708
 DF9708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8376271288(NAD 83)
 DF9708
 DF9708                          SUPERSEDED SURVEY CONTROL
 DF9708
 DF9708  NAD 83(2007)-  43 03 48.57063(N)    089 39 20.23277(W) AD(2002.00) 0
 DF9708  ELLIP H (02/10/07)  268.095  (m)                       GP(2002.00)    
 DF9708  NAD 83(1997)-  43 03 48.57039(N)    089 39 20.23315(W) AD(       ) 1
 DF9708  ELLIP H (04/02/04)  268.094  (m)                       GP(       ) 4 1
 DF9708  NAVD 88 (05/08/12)  302.286  (m)          991.75   (f) SUPERSEDED  2 1
 DF9708  NAVD 88             302.27   (m)          991.7    (f) LEVELING    3  
 DF9708  NAVD 88 (04/20/07)  302.270  (m)          991.70   (f) SUPERSEDED  2 1
 DF9708  NAVD 88             302.23   (m)          991.6    (f) LEVELING    3  
 DF9708  NAVD 88 (02/25/04)  302.231  (m)          991.57   (f) SUPERSEDED  2 1
 DF9708
 DF9708.Superseded values are not recommended for survey control.
 DF9708
 DF9708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9708.See file dsdata.pdf to determine how the superseded data were derived.
 DF9708
 DF9708_MARKER: DD = SURVEY DISK
 DF9708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9708_STAMPING: CROSS PLAINS GPS 2002
 DF9708_MARK LOGO: WIDT
 DF9708_PROJECTION: RECESSED 36 CENTIMETERS
 DF9708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9708+STABILITY: SURFACE MOTION
 DF9708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9708+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2018
 DF9708
 DF9708  HISTORY     - Date     Condition        Report By
 DF9708  HISTORY     - 2001     MONUMENTED       WIDT
 DF9708  HISTORY     - 2004     GOOD             WIDT
 DF9708  HISTORY     - 20070424 GOOD             WIDT
 DF9708  HISTORY     - 20080529 GOOD             WIDT
 DF9708  HISTORY     - 20120702 GOOD             WIDT
 DF9708  HISTORY     - 20160623 GOOD             WIDT
 DF9708  HISTORY     - 20180604 GOOD             WIDT
 DF9708
 DF9708                          STATION DESCRIPTION
 DF9708
 DF9708'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9708'THE STATION IS LOCATED ABOUT 22 KM WEST OF MADISON, 9 KM NORTHEAST OF
 DF9708'MT HOREB, AND 5 KM SOUTH OF CROSS PLAINS.  OWNERSHIP--DANE COUNTY.
 DF9708'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 (MAIN STREET)
 DF9708'WITH COUNTY HIGHWAY P (CHURCH STREET) IN THE VILLAGE OF CROSS PLAINS,
 DF9708'GO SOUTH OF COUNTY HIGHWAY P FOR 5.0 KM TO OBSERVATORY ROAD ON THE
 DF9708'RIGHT, CONTINUE SOUTH ON COUNTY HIGHWAY P FOR 0.5 KM TO THE STATION
 DF9708'ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9708'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9708'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9708'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.5 M EAST OF THE
 DF9708'CENTERLINE OF COUNTY HIGHWAY P, 59 M SOUTH OF THE EXTENDED CENTERLINE
 DF9708'OF A PRIVATE ENTRANCE, 30.8 M NORTH OF A WOOD POST FOR A --SPEED
 DF9708'LIMIT 55-- SIGN, AND 4 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9708'STATION IS NORTH AND SOUTH OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS.
 DF9708'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9708'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9708
 DF9708                          STATION RECOVERY (2004)
 DF9708
 DF9708'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9708'RECOVERED AS DESCRIBED.
 DF9708
 DF9708                          STATION RECOVERY (2007)
 DF9708
 DF9708'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DF9708'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M WEST OF A
 DF9708'WHITE PLASTIC WITNESS POST.
 DF9708
 DF9708                          STATION RECOVERY (2008)
 DF9708
 DF9708'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (MAB)
 DF9708'RECOVERED IN GOOD CONDITION.  REPLACED TWO BROKEN GUARD POSTS.  THE
 DF9708'STATION IS 1.0 M NORTH AND 1.0 M SOUTH OF TWO 4X4 ORANGE PLASTIC GUARD
 DF9708'POSTS.
 DF9708
 DF9708                          STATION RECOVERY (2012)
 DF9708
 DF9708'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DF9708'RECOVERED AS DESCRIBED.
 DF9708
 DF9708                          STATION RECOVERY (2016)
 DF9708
 DF9708'RECOVERY NOTE BY WI DEPT OF TRANSP 2016 (EPS)
 DF9708'RECOVERED AS DESCRIBED.
 DF9708
 DF9708                          STATION RECOVERY (2018)
 DF9708
 DF9708'RECOVERY NOTE BY WI DEPT OF TRANSP 2018 (MJH)
 DF9708'ROAD RECONSTRUCTION OF CTH P BURIED THE STATION APPROXIMATELY 1.2 FT
 DF9708'(0.4 M) BELOW THE SURFACE OF THE ROAD SHOULDER.  ACCESS TO THE STATION
 DF9708'IS THROUGH A 10 DIAMETER METAL LID SET INSIDE A 24-INCH (61 CM)
 DF9708'DIAMETER CONCRETE COLLAR.  THE STATION IS AT THE EAST EDGE OF THE
 DF9708'GRAVEL SHOULDER, 21.8 FT (6.6 M) EAST OF THE CENTERLINE OF CTH P AND
 DF9708'5.75 FT (1.8 M) EAST OF THE EAST EDGE OF PAVEMENT.  THE ORANGE GUARD
 DF9708'POSTS REMAIN IN THEIR ORIGINAL POSITION.  THE STATION IS SUBJECT TO
 DF9708'INUNDATION BY RAIN/SNOW RUNOFF FROM THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5044 ***********************************************************************
 DH5044  DESIGNATION -  CROSS PLAINS N GPS
 DH5044  PID         -  DH5044
 DH5044  STATE/COUNTY-  WI/DANE
 DH5044  COUNTRY     -  US
 DH5044  USGS QUAD   -  CROSS PLAINS (2018)
 DH5044
 DH5044                         *CURRENT SURVEY CONTROL
 DH5044  ______________________________________________________________________
 DH5044* NAD 83(2011) POSITION- 43 06 50.48007(N) 089 41 23.32767(W)   ADJUSTED
 DH5044* NAD 83(2011) ELLIP HT-   224.545 (meters)        (06/27/12)   ADJUSTED
 DH5044* NAD 83(2011) EPOCH   -  2010.00
 DH5044* NAVD 88 ORTHO HEIGHT -   258.848 (meters)      849.24  (feet) ADJUSTED
 DH5044  ______________________________________________________________________
 DH5044  GEOID HEIGHT    -        -34.312 (meters)                     GEOID18
 DH5044  NAD 83(2011) X  -     25,246.873 (meters)                     COMP
 DH5044  NAD 83(2011) Y  - -4,663,400.685 (meters)                     COMP
 DH5044  NAD 83(2011) Z  -  4,336,910.804 (meters)                     COMP
 DH5044  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 DH5044  DYNAMIC HEIGHT  -        258.778 (meters)      849.01  (feet) COMP
 DH5044  MODELED GRAVITY -    980,343.3   (mgal)                       NAVD 88
 DH5044
 DH5044  VERT ORDER      -  SECOND    CLASS I
 DH5044
 DH5044  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5044  Standards:
 DH5044         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5044            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5044  -------------------------------------------------------------------
 DH5044  NETWORK    0.37   0.49           0.17   0.12   0.25      0.05796920
 DH5044  -------------------------------------------------------------------
 DH5044  Click here for local accuracies and other accuracy information.
 DH5044
 DH5044.The horizontal coordinates were established by GPS observations
 DH5044.and adjusted by the National Geodetic Survey in June 2012.
 DH5044
 DH5044.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5044.been affixed to the stable North American tectonic plate. See 
 DH5044.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5044
 DH5044.The horizontal coordinates are valid at the epoch date displayed above
 DH5044.which is a decimal equivalence of Year/Month/Day.
 DH5044
 DH5044.The orthometric height was determined by differential leveling and
 DH5044.adjusted by the WI DEPT OF TRANSP
 DH5044.in May 2012.
 DH5044
 DH5044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5044.GEOID18 height accuracy estimate available here.
 DH5044
 DH5044.Click photographs - Photos may exist for this station.
 DH5044
 DH5044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5044
 DH5044.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5044
 DH5044.The ellipsoidal height was determined by GPS observations
 DH5044.and is referenced to NAD 83.
 DH5044
 DH5044.The dynamic height is computed by dividing the NAVD 88
 DH5044.geopotential number by the normal gravity value computed on the
 DH5044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5044.degrees latitude (g = 980.6199 gals.).
 DH5044
 DH5044.The modeled gravity was interpolated from observed gravity values.
 DH5044
 DH5044. The following values were computed from the NAD 83(2011) position.
 DH5044
 DH5044;                    North         East     Units Scale Factor Converg.
 DH5044;SPC WI S     -   123,804.019   625,244.663   MT  0.99994505   +0 12 47.3
 DH5044;SPC WI S     -   406,180.35  2,051,323.53   sFT  0.99994505   +0 12 47.3
 DH5044;UTM  16      - 4,776,989.056   281,158.178   MT  1.00018919   -1 50 20.7
 DH5044
 DH5044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5044!SPC WI S     -   0.99996479  x   0.99994505  =   0.99990984
 DH5044!UTM  16      -   0.99996479  x   1.00018919  =   1.00015397
 DH5044
 DH5044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8115876989(NAD 83)
 DH5044
 DH5044                          SUPERSEDED SURVEY CONTROL
 DH5044
 DH5044  NAD 83(2007)-  43 06 50.48014(N)    089 41 23.32856(W) AD(2002.00) 0
 DH5044  ELLIP H (02/10/07)  224.578  (m)                       GP(2002.00)    
 DH5044  NAD 83(1997)-  43 06 50.47994(N)    089 41 23.32888(W) AD(       ) 1
 DH5044  ELLIP H (08/01/05)  224.577  (m)                       GP(       ) 2 1
 DH5044  NAVD 88             258.83   (m)          849.2    (f) LEVELING    3  
 DH5044  NAVD 88 (04/20/07)  258.833  (m)          849.19   (f) SUPERSEDED  2 1
 DH5044
 DH5044.Superseded values are not recommended for survey control.
 DH5044
 DH5044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5044.See file dsdata.pdf to determine how the superseded data were derived.
 DH5044
 DH5044_MARKER: DD = SURVEY DISK
 DH5044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5044_STAMPING: CROSS PLAINS N GPS 2004
 DH5044_MARK LOGO: WIDT
 DH5044_PROJECTION: FLUSH
 DH5044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5044+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2015
 DH5044
 DH5044  HISTORY     - Date     Condition        Report By
 DH5044  HISTORY     - 2003     MONUMENTED       WIDT
 DH5044  HISTORY     - 20051227 GOOD             WIDT
 DH5044  HISTORY     - 20070426 GOOD             INDIV
 DH5044  HISTORY     - 20151028 GOOD             WIDT
 DH5044
 DH5044                          STATION DESCRIPTION
 DH5044
 DH5044'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5044'OWNERSHIP--TOWN OF CROSS PLAINS.  TO REACH THE STATION FROM THE
 DH5044'JUNCTION OF US  HIGHWAY 14 (MAIN STREET) WITH COUNTY HIGHWAY KP
 DH5044'(MARKET STREET) IN THE VILLAGE OF CROSS  PLAINS, GO SOUTH THEN WEST ON
 DH5044'COUNTY HIGHWAY KP FOR 1.65 MI TO SCHERBEL ROAD ON THE  RIGHT, TURN
 DH5044'RIGHT AND GO NORTH ON SCHERBEL ROAD FOR 0.1 MI TO THE STATION ON THE
 DH5044'LEFT.   THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5044'GEODETIC SURVEY  CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5044'DIAMETER CONCRETE POST ABOUT LEVEL WITH  THE ROAD PAVEMENT.  THE
 DH5044'STATION IS 4.7 M WEST OF THE CENTERLINE OF SCHERBEL ROAD, 53 M
 DH5044'NORTHWEST OF POWER POLE --7-7-5 26/33--, 50.8 M SOUTHWEST OF POWER
 DH5044'POLE --7-7-5 26/36--, 1 M  EAST OF A CULTIVATED FIELD, 1.0 M NORTH OF
 DH5044'AN ORANGE 4X4 PLASTIC WITNESS POSTAND 1.0 M  SOUTH OF AN ORANGE 4X4
 DH5044'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5044'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5044
 DH5044                          STATION RECOVERY (2005)
 DH5044
 DH5044'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5044'RECOVERED AS DESCRIBED.
 DH5044
 DH5044                          STATION RECOVERY (2007)
 DH5044
 DH5044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CMS)
 DH5044'RECOVERED BY ROYAL OAK ENGINEERING, INC.
 DH5044'RECOVERED AS DESCRIBED
 DH5044
 DH5044                          STATION RECOVERY (2015)
 DH5044
 DH5044'RECOVERY NOTE BY WI DEPT OF TRANSP 2015 (EPS)
 DH5044'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DK5101 ***********************************************************************
 DK5101  HT_MOD      -  This is a Height Modernization Survey Station.
 DK5101  DESIGNATION -  CROSS S GPS
 DK5101  PID         -  DK5101
 DK5101  STATE/COUNTY-  WI/BUFFALO
 DK5101  COUNTRY     -  US
 DK5101  USGS QUAD   -  DODGE (2018)
 DK5101
 DK5101                         *CURRENT SURVEY CONTROL
 DK5101  ______________________________________________________________________
 DK5101* NAD 83(2011) POSITION- 44 08 36.88868(N) 091 36 56.71349(W)   ADJUSTED
 DK5101* NAD 83(2011) ELLIP HT-   200.664 (meters)        (06/27/12)   ADJUSTED
 DK5101* NAD 83(2011) EPOCH   -  2010.00
 DK5101* NAVD 88 ORTHO HEIGHT -   231.37  (meters)      759.1   (feet) GPS OBS
 DK5101  ______________________________________________________________________
 DK5101  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DK5101  GEOID HEIGHT    -        -30.707 (meters)                     GEOID12A
 DK5101  GEOID HEIGHT    -        -30.710 (meters)                     GEOID18
 DK5101  NAD 83(2011) X  -   -129,267.452 (meters)                     COMP
 DK5101  NAD 83(2011) Y  - -4,582,700.794 (meters)                     COMP
 DK5101  NAD 83(2011) Z  -  4,419,693.613 (meters)                     COMP
 DK5101  LAPLACE CORR    -         -6.30  (seconds)                    DEFLEC18
 DK5101
 DK5101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK5101  Standards:
 DK5101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK5101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK5101  -------------------------------------------------------------------
 DK5101  NETWORK    0.33   0.31           0.15   0.12   0.16      0.08681125
 DK5101  -------------------------------------------------------------------
 DK5101  Click here for local accuracies and other accuracy information.
 DK5101
 DK5101.The horizontal coordinates were established by GPS observations
 DK5101.and adjusted by the National Geodetic Survey in June 2012.
 DK5101
 DK5101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK5101.been affixed to the stable North American tectonic plate. See 
 DK5101.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK5101
 DK5101.The horizontal coordinates are valid at the epoch date displayed above
 DK5101.which is a decimal equivalence of Year/Month/Day.
 DK5101
 DK5101.The orthometric height was determined by GPS observations and a
 DK5101.high-resolution geoid model using precise GPS observation and
 DK5101.processing techniques.
 DK5101
 DK5101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5101.GEOID18 height accuracy estimate available here.
 DK5101
 DK5101.Click photographs - Photos may exist for this station.
 DK5101
 DK5101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK5101
 DK5101.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK5101
 DK5101.The ellipsoidal height was determined by GPS observations
 DK5101.and is referenced to NAD 83.
 DK5101
 DK5101. The following values were computed from the NAD 83(2011) position.
 DK5101
 DK5101;                    North         East     Units Scale Factor Converg.
 DK5101;SPC WI C     -    35,760.413   470,725.183   MT  1.00002182   -1 08 24.1
 DK5101;SPC WI C     -   117,323.95  1,544,370.87   sFT  1.00002182   -1 08 24.1
 DK5101;UTM  15      - 4,888,751.710   610,713.066   MT  0.99975075   +0 57 51.0
 DK5101
 DK5101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5101!SPC WI C     -   0.99996854  x   1.00002182  =   0.99999036
 DK5101!UTM  15      -   0.99996854  x   0.99975075  =   0.99971929
 DK5101
 DK5101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1071388751(NAD 83)
 DK5101
 DK5101                          SUPERSEDED SURVEY CONTROL
 DK5101
 DK5101  NAD 83(2007)-  44 08 36.88877(N)    091 36 56.71429(W) AD(2002.00) 1
 DK5101  ELLIP H (07/29/08)  200.696  (m)                       GP(2002.00) 3 1
 DK5101  NAVD 88 (07/29/08)  231.36   (m)  GEOID03  model used  GPS OBS        
 DK5101
 DK5101.Superseded values are not recommended for survey control.
 DK5101
 DK5101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK5101.See file dsdata.pdf to determine how the superseded data were derived.
 DK5101
 DK5101_MARKER: DD = SURVEY DISK
 DK5101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK5101_STAMPING: CROSS S GPS 2005
 DK5101_MARK LOGO: WIDT
 DK5101_PROJECTION: FLUSH
 DK5101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK5101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK5101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK5101+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DK5101
 DK5101  HISTORY     - Date     Condition        Report By
 DK5101  HISTORY     - 2004     MONUMENTED       WIDT
 DK5101  HISTORY     - 20061018 GOOD             WIDT
 DK5101
 DK5101                          STATION DESCRIPTION
 DK5101
 DK5101'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DK5101'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 WITH COUNTY
 DK5101'HIGHWAY M AND COUNTY HIGHWAY P ABOUT 2 MI (3.2 KM) NORTHEAST OF
 DK5101'FOUNTAIN CITY, GO SOUTHEAST ON COUNTY HIGHWAY M AND COUNTY HIGHWAY P
 DK5101'FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF COUNTY HIGHWAY M TO THE SOUTH
 DK5101'AND COUNTY HIGHWAY P TO THE EAST, CONTINUE EAST ON COUNTY HIGHWAY P
 DK5101'FOR 2.9 MI (4.7 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 DK5101'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DK5101'STATION DISK SET IN THE TOP OF A 40-CM (16 INCH) DIAMETER CONCRETE
 DK5101'POST (2.4 M DEEP), LOCATED WITHIN THE RIGHT-OF-WAY ABOUT LEVEL WITH
 DK5101'HIGHWAY PAVEMENT.  THE STATION IS 6.9 M (22.6 FT) SOUTHEAST OF THE
 DK5101'CENTERLINE OF COUNTY HIGHWAY P, 0.2 MI (0.3 KM) SOUTHWEST OF
 DK5101'BRANDHORST ROAD, 51.3 M (168.3 FT) SOUTHWEST OF A TELEPHONE PEDESTAL
 DK5101'--ELCK 5500 18--, 1.0 M (3.3 FT) WEST, NORTHEAST, AND SOUTHEAST OF AN
 DK5101'ORANGE 4X4 PLASTIC WITNESS POST, AND 0.7 M (2.3 FT) NORTHWEST OF A
 DK5101'BARBED WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DK5101'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 PN1305 ***********************************************************************
 PN1305  DESIGNATION -  CROSSOVER
 PN1305  PID         -  PN1305
 PN1305  STATE/COUNTY-  WI/PORTAGE
 PN1305  COUNTRY     -  US
 PN1305  USGS QUAD   -  WHITING (2018)
 PN1305
 PN1305                         *CURRENT SURVEY CONTROL
 PN1305  ______________________________________________________________________
 PN1305* NAD 83(1991) POSITION- 44 26 23.90059(N) 089 31 06.25671(W)   ADJUSTED
 PN1305* NAVD 88 ORTHO HEIGHT -   333.3   (meters)     1094.    (feet) VERTCON3
 PN1305  ______________________________________________________________________
 PN1305  GEOID HEIGHT    -        -35.875 (meters)                     GEOID18
 PN1305  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 PN1305  HORZ ORDER      -  SECOND
 PN1305
 PN1305.The horizontal coordinates were established by classical geodetic methods
 PN1305.and adjusted by the National Geodetic Survey in November 1991.
 PN1305
 PN1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1305
 PN1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 PN1305.GEOID18 height accuracy estimate available here.
 PN1305
 PN1305.Click photographs - Photos may exist for this station.
 PN1305
 PN1305.The Laplace correction was computed from DEFLEC18 derived deflections.
 PN1305
 PN1305. The following values were computed from the NAD 83(1991) position.
 PN1305
 PN1305;                    North         East     Units Scale Factor Converg.
 PN1305;SPC WI C     -    67,522.217   638,338.951   MT  0.99996951   +0 20 23.3
 PN1305;SPC WI C     -   221,529.14  2,094,283.71   sFT  0.99996951   +0 20 23.3
 PN1305;UTM  16      - 4,923,826.398   299,585.832   MT  1.00009398   -1 45 50.0
 PN1305
 PN1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1305!SPC WI C     -   0.99995337  x   0.99996951  =   0.99992288
 PN1305!UTM  16      -   0.99995337  x   1.00009398  =   1.00004734
 PN1305
 PN1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9958523826(NAD 83)
 PN1305
 PN1305|---------------------------------------------------------------------|
 PN1305| PID    Reference Object                     Distance      Geod. Az  |
 PN1305|                                                           dddmmss.s |
 PN1305| CS5493 CROSSOVER RM 1                       32.291 METERS 05954     |
 PN1305| CS5494 CROSSOVER RM 2                       33.520 METERS 12445     |
 PN1305|---------------------------------------------------------------------|
 PN1305
 PN1305                          SUPERSEDED SURVEY CONTROL
 PN1305
 PN1305  NAD 83(1986)-  44 26 23.89799(N)    089 31 06.26777(W) AD(       ) 2
 PN1305  NGVD 29 (03/14/91)  333.3    (m)         1094.     (f) VERT ANG       
 PN1305
 PN1305.Superseded values are not recommended for survey control.
 PN1305
 PN1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1305.See file dsdata.pdf to determine how the superseded data were derived.
 PN1305
 PN1305_MARKER: DE = TRAVERSE STATION DISK
 PN1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1305_STAMPING: CROSSOVER 1980
 PN1305_MARK LOGO: WIHD
 PN1305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1305+STABILITY: SURFACE MOTION
 PN1305
 PN1305  HISTORY     - Date     Condition        Report By
 PN1305  HISTORY     - 1980     MONUMENTED       WIHD
 PN1305  HISTORY     - 19950904 GOOD             USPSQD
 PN1305
 PN1305                          STATION DESCRIPTION
 PN1305
 PN1305'DESCRIBED BY WI HIGHWAY DEPT 1980 (LTK)
 PN1305'THE STATION IS LOCATED IN THE MEDIAN OF USH 51 ABOUT 40 FEET SOUTH OF
 PN1305'THE CENTER OF A MEDIAN CROSSOVER AND ABOUT 0.5 MILE EAST OF THE
 PN1305'SOUTHEAST CORNER OF PLOVER.
 PN1305'
 PN1305'TO REACH THE STATION FROM THE JUNCTION OF USH 51 AND STH 54 SOUTHEAST
 PN1305'OF PLOVER, GO NORTH ON USH 51 FOR 0.62 MILE TO STATION ON LEFT IN
 PN1305'MEDIAN JUST SOUTH OF A MEDIAN CROSSOVER.
 PN1305'
 PN1305'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---CROSSOVER 1980---.
 PN1305'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1305'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 51 FEET EAST OF THE
 PN1305'CENTER OF THE SOUTHBOUND ROADWAY OF USH 51, 42.5 FEET SOUTH OF THE
 PN1305'CENTER OF A MEDIAN CROSSOVER, 33 FEET WEST OF THE CENTER OF THE
 PN1305'NORTHBOUND ROADWAY OF USH 51, AND 2.5 FEET NORTH OF A METAL WITNESS
 PN1305'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PN1305'4.5 FEET BELOW GROUND.
 PN1305'
 PN1305'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---CROSSOVER RM 1
 PN1305'1980---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1305'PROJECTS 7 INCHES ABOVE GROUND.  IT IS 58 FEET EAST OF THE CENTER OF
 PN1305'THE NORTHBOUND ROADWAY OF USH 51, 11 FEET NORTH OF THE PROJECTED
 PN1305'CENTERLINE OF A MEDIAN CROSSOVER, 2 FEET WEST OF THE USH 51 RIGHT OF
 PN1305'WAY FENCE, AND 4 FEET LOWER THAN THE STATION.
 PN1305'
 PN1305'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---CROSSOVER RM 2
 PN1305'1980---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1305'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 98 FEET SOUTH OF THE PROJECTED
 PN1305'CENTERLINE OF A MEDIAN CROSSOVER, 58.5 FEET EAST OF THE CENTER OF THE
 PN1305'NORTHBOUND ROADWAY OF USH 51, 11 FEET SOUTH SOUTHWEST OF A METAL RIGHT
 PN1305'OF WAY POST, 2 FEET WEST OF THE SOUTH BRACE POST OF THREE, AND 4.5
 PN1305'FEET LOWER THAN THE STATION.
 PN1305'
 PN1305'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.59 METERS.
 PN1305
 PN1305                          STATION RECOVERY (1995)
 PN1305
 PN1305'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5162 ***********************************************************************
 DN5162  DESIGNATION -  CROSSTOWN
 DN5162  PID         -  DN5162
 DN5162  STATE/COUNTY-  WI/BURNETT
 DN5162  COUNTRY     -  US
 DN5162  USGS QUAD   -  FALUN (2018)
 DN5162
 DN5162                         *CURRENT SURVEY CONTROL
 DN5162  ______________________________________________________________________
 DN5162* NAD 83(1986) POSITION- 45 45 26.57   (N) 092 33 04.20   (W)   HD_HELD1
 DN5162* NAVD 88 ORTHO HEIGHT -   287.089 (meters)      941.89  (feet) ADJUSTED
 DN5162  ______________________________________________________________________
 DN5162  GEOID HEIGHT    -        -26.888 (meters)                     GEOID18
 DN5162  DYNAMIC HEIGHT  -        287.104 (meters)      941.94  (feet) COMP
 DN5162  MODELED GRAVITY -    980,660.7   (mgal)                       NAVD 88
 DN5162
 DN5162  VERT ORDER      -  SECOND    CLASS I
 DN5162
 DN5162.The horizontal coordinates were determined by differentially corrected
 DN5162.hand held GPS observations or other comparable positioning techniques
 DN5162.and have an estimated accuracy of +/- 3 meters.
 DN5162
 DN5162.The orthometric height was determined by differential leveling and
 DN5162.adjusted by the WI DEPT OF TRANSP
 DN5162.in May 2012.
 DN5162
 DN5162.No vertical observational check was made to the station.
 DN5162
 DN5162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5162.GEOID18 height accuracy estimate available here.
 DN5162
 DN5162.Click photographs - Photos may exist for this station.
 DN5162
 DN5162.The dynamic height is computed by dividing the NAVD 88
 DN5162.geopotential number by the normal gravity value computed on the
 DN5162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5162.degrees latitude (g = 980.6199 gals.).
 DN5162
 DN5162.The modeled gravity was interpolated from observed gravity values.
 DN5162
 DN5162;                    North         East    Units  Estimated Accuracy
 DN5162;SPC WI N     -    68,841.3     401,556.2     MT  (+/- 3 meters HH1 GPS) 
 DN5162
 DN5162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3490567189(NAD 83)
 DN5162
 DN5162                          SUPERSEDED SURVEY CONTROL
 DN5162
 DN5162.No superseded survey control is available for this station.
 DN5162
 DN5162_MARKER: DD = SURVEY DISK
 DN5162_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN5162_SP_SET: BOX CULVERT WING WALL
 DN5162_STAMPING: CROSSTOWN 2009
 DN5162_MARK LOGO: WI-013
 DN5162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5162+STABILITY: SURFACE MOTION
 DN5162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5162+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 DN5162
 DN5162  HISTORY     - Date     Condition        Report By
 DN5162  HISTORY     - 2009     MONUMENTED       WI-013
 DN5162  HISTORY     - 20090513 GOOD             WI-013
 DN5162  HISTORY     - 20120202 GOOD             GEOSPC
 DN5162
 DN5162                          STATION DESCRIPTION
 DN5162
 DN5162'DESCRIBED BY BURNETT COUNTY WISCONSIN 2009 (JET)
 DN5162'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 WITH STATE
 DN5162'HIGHWAY 48 AND 87 IN THE VILLAGE OF GRANTSBURG, GO EAST ON STATE
 DN5162'HIGHWAY 70 FOR 6.4 MI (10.3 KM) TO LITTLE WOOD LAKE ROAD TURN RIGHT
 DN5162'(SOUTH) ON LITTLE WOOD LAKE ROAD FOR 1.0 MI (1.6 KM) TO CROSSTOWN
 DN5162'ROAD.  TURN RIGHT (WEST) ON CROSSTOWN ROAD AND GO 0.15 MI (0.2 KM) TO
 DN5162'THE STATION ON THE LEFT (SOUTH).
 DN5162'
 DN5162'THE STATION IS A BRONZE BURNETT COUNTY BENCH MARK SET IN THE SOUTH
 DN5162'WING WALL OF BOX CULVERT OVER THE WOLF RIVER.
 DN5162'
 DN5162'IT IS 4.2 M (13.8 FT) SOUTH OF THE CENTERLINE OF CROSSTOWN ROAD, 0.4 M
 DN5162'(1.3 FT) SOUTHWEST OF A RECTANGULAR YELLOW AND BLACK STRIPED MARKER
 DN5162'SIGN, 12.25 M (40.2 FT) EAST OF RED FIRE TRUCK REFILL STATION PIPE
 DN5162'NUMBER -183-H-, 90 M (295.3 FT) WEST OF EXTENDED CENTERLINE OF PRIVATE
 DN5162'ENTRANCE NUMBER 11048 AND 0.8 M (2.6 FT) NORTH OF A WHITE PLASTIC
 DN5162'WITNESS POST.
 DN5162
 DN5162                          STATION RECOVERY (2012)
 DN5162
 DN5162'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2012 (MEH)
 DN5162'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 RN1586 ***********************************************************************
 RN1586  DESIGNATION -  CROTTE
 RN1586  PID         -  RN1586
 RN1586  STATE/COUNTY-  WI/DOUGLAS
 RN1586  COUNTRY     -  US
 RN1586  USGS QUAD   -  EMPIRE SWAMP (2018)
 RN1586
 RN1586                         *CURRENT SURVEY CONTROL
 RN1586  ______________________________________________________________________
 RN1586* NAD 83(1996) POSITION- 46 16 53.00512(N) 092 02 31.23568(W)   ADJUSTED
 RN1586* NAVD 88 ORTHO HEIGHT -   379.    (meters)     1243.    (feet) SCALED
 RN1586  ______________________________________________________________________
 RN1586  GEOID HEIGHT    -        -26.569 (meters)                     GEOID18
 RN1586  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 RN1586  HORZ ORDER      -  SECOND
 RN1586
 RN1586.The horizontal coordinates were established by classical geodetic methods
 RN1586.and adjusted by the National Geodetic Survey in March 1999.
 RN1586
 RN1586.The orthometric height was scaled from a topographic map.
 RN1586
 RN1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1586.GEOID18 height accuracy estimate available here.
 RN1586
 RN1586.Click photographs - Photos may exist for this station.
 RN1586
 RN1586.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1586
 RN1586. The following values were computed from the NAD 83(1996) position.
 RN1586
 RN1586;                    North         East     Units Scale Factor Converg.
 RN1586;SPC WI N     -   125,918.671   442,648.572   MT  0.99994731   -1 28 23.0
 RN1586;SPC WI N     -   413,118.17  1,452,256.19   sFT  0.99994731   -1 28 23.0
 RN1586;UTM  15      - 5,125,758.604   573,802.311   MT  0.99966695   +0 41 32.7
 RN1586
 RN1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1586!SPC WI N     -   0.99994476  x   0.99994731  =   0.99989207
 RN1586!UTM  15      -   0.99994476  x   0.99966695  =   0.99961172
 RN1586
 RN1586:                Primary Azimuth Mark                     Grid Az
 RN1586:SPC WI N     -  CROTTE AZ MK                             049 56 48.3
 RN1586:UTM  15      -  CROTTE AZ MK                             047 46 52.6
 RN1586
 RN1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7380225758(NAD 83)
 RN1586
 RN1586|---------------------------------------------------------------------|
 RN1586| PID    Reference Object                     Distance      Geod. Az  |
 RN1586|                                                           dddmmss.s |
 RN1586| CJ2417 CROTTE AZ MK                                       0482825.3 |
 RN1586| CJ2418 CROTTE RM 1                          33.110 METERS 11717     |
 RN1586| CJ2419 CROTTE RM 2                          29.899 METERS 21722     |
 RN1586|---------------------------------------------------------------------|
 RN1586
 RN1586                          SUPERSEDED SURVEY CONTROL
 RN1586
 RN1586  NAD 83(1991)-  46 16 53.00215(N)    092 02 31.23325(W) AD(       ) 2
 RN1586  NAD 83(1986)-  46 16 52.99735(N)    092 02 31.23147(W) AD(       ) 2
 RN1586  NAD 27      -  46 16 53.20600(N)    092 02 30.55100(W) AD(       ) 2
 RN1586
 RN1586.Superseded values are not recommended for survey control.
 RN1586
 RN1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1586.See file dsdata.pdf to determine how the superseded data were derived.
 RN1586
 RN1586_MARKER: DS = TRIANGULATION STATION DISK
 RN1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1586_STAMPING: CROTTE 1953
 RN1586_MARK LOGO: CGS
 RN1586_PROJECTION: FLUSH
 RN1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1586+STABILITY: SURFACE MOTION
 RN1586
 RN1586  HISTORY     - Date     Condition        Report By
 RN1586  HISTORY     - 1953     MONUMENTED       CGS
 RN1586  HISTORY     - 19920817 MARK NOT FOUND   USPSQD
 RN1586
 RN1586                          STATION DESCRIPTION
 RN1586
 RN1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RN1586'THE STATION IS LOCATED ABOUT 11-1/2 MILES WEST-SOUTHWEST OF
 RN1586'SOLON SPRINGS, 11 MILES WEST-NORTHWEST OF GORDON, 7 MILES
 RN1586'NORTHEAST OF THE VILLAGE OF DAIRYLAND AND JUST NORTHWEST OF
 RN1586'MR. REOPKES HOUSE.  IT IS 216 FEET NORTHWEST OF THE NORTHWEST
 RN1586'CORNER OF THE HOUSE, 87.5 FEET NORTH OF THE CENTERLINE OF
 RN1586'THE DRIVEWAY AND 120 FEET WEST OF A GROUND CELLAR.  THE MARK
 RN1586'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 RN1586'CROTTE 1953.
 RN1586'
 RN1586'REFERENCE MARK NO. 1 IS 12 FEET WEST OF A GROUND CELLAR, 1 FOOT WEST
 RN1586'OF A FENCE AND 1.5 FEET NORTH OF A WITNESS POST.  THE MARK
 RN1586'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CROTTE NO 1 1953.
 RN1586'
 RN1586'REFERENCE MARK NO. 2 IS 13 FEET SOUTH OF THE CENTERLINE OF
 RN1586'THE DRIVEWAY.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 RN1586'GROUND AND THE DISK IS STAMPED CROTTE NO 2 1953.
 RN1586'
 RN1586'AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 RN1586'1.5 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF THE
 RN1586'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 RN1586'DISK IS STAMPED CROTTE 1953.
 RN1586'
 RN1586'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 53 AND COUNTY
 RN1586'ROUTE Y IN GORDON, GO NORTH ON HIGHWAY 53 FOR 3.2 MILES TO
 RN1586'THE JUNCTION OF COUNTY ROUTE M, TURN LEFT (WEST) ON ROUTE M
 RN1586'FOR 6.6 MILES TO THE END OF PAVEMENT AT A BRIDGE.  CONTINUE
 RN1586'WEST ON ROUTE M FOR 3.8 MILES TO THE AZIMUTH MARK ON THE
 RN1586'LEFT.  CONTINUE WEST FOR 0.8 MILE TO A SIDE ROAD LEFT JUST
 RN1586'BEFORE REACHING THE TOP OF A SMALL RIDGE, TURN LEFT (SOUTHERLY)
 RN1586'FOR 0.7 MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING
 RN1586'A FARM HOUSE.
 RN1586'
 RN1586'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RN1586
 RN1586                          STATION RECOVERY (1992)
 RN1586
 RN1586'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN1586'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0682 ***********************************************************************
 QM0682  DESIGNATION -  CRYSTAL
 QM0682  PID         -  QM0682
 QM0682  STATE/COUNTY-  WI/ONEIDA
 QM0682  COUNTRY     -  US
 QM0682  USGS QUAD   -  RHINELANDER (2018)
 QM0682
 QM0682                         *CURRENT SURVEY CONTROL
 QM0682  ______________________________________________________________________
 QM0682* NAD 83(1991) POSITION- 45 42 40.01923(N) 089 25 19.01225(W)   ADJUSTED
 QM0682* NAVD 88 ORTHO HEIGHT -   495.    (meters)     1624.    (feet) SCALED
 QM0682  ______________________________________________________________________
 QM0682  GEOID HEIGHT    -        -31.949 (meters)                     GEOID18
 QM0682  LAPLACE CORR    -         -7.85  (seconds)                    DEFLEC18
 QM0682  HORZ ORDER      -  FIRST
 QM0682
 QM0682.The horizontal coordinates were established by classical geodetic methods
 QM0682.and adjusted by the National Geodetic Survey in November 1991.
 QM0682
 QM0682.The orthometric height was scaled from a topographic map.
 QM0682
 QM0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0682.GEOID18 height accuracy estimate available here.
 QM0682
 QM0682.Click photographs - Photos may exist for this station.
 QM0682
 QM0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0682
 QM0682. The following values were computed from the NAD 83(1991) position.
 QM0682
 QM0682;                    North         East     Units Scale Factor Converg.
 QM0682;SPC WI N     -    60,675.902   645,008.848   MT  0.99997692   +0 25 01.2
 QM0682;SPC WI N     -   199,067.52  2,116,166.53   sFT  0.99997692   +0 25 01.2
 QM0682;UTM  16      - 5,064,804.235   311,490.720   MT  1.00003690   -1 44 03.1
 QM0682
 QM0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0682!SPC WI N     -   0.99992741  x   0.99997692  =   0.99990433
 QM0682!UTM  16      -   0.99992741  x   1.00003690  =   0.99996431
 QM0682
 QM0682:                Primary Azimuth Mark                     Grid Az
 QM0682:SPC WI N     -  CRYSTAL AZ MK                            034 50 35.2
 QM0682:UTM  16      -  CRYSTAL AZ MK                            036 59 39.5
 QM0682
 QM0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1149064804(NAD 83)
 QM0682
 QM0682|---------------------------------------------------------------------|
 QM0682| PID    Reference Object                     Distance      Geod. Az  |
 QM0682|                                                           dddmmss.s |
 QM0682| CJ4465 CRYSTAL AZ MK                                      0351536.4 |
 QM0682| CJ4466 CRYSTAL RM 1                         22.531 METERS 12520     |
 QM0682| QM0686 RHINELANDER RAD STA WOBT MAST       APPROX. 9.1 KM 1581217.8 |
 QM0682| QM0685 RHINELANDER ONEIDA CTHSE DOME       APPROX. 8.2 KM 1721750.0 |
 QM0682| QM0679 RHINELANDER MUNICIPAL TANK          APPROX. 7.3 KM 1775543.9 |
 QM0682| QM0673 RHINELANDER POLICE RADIO MAST       APPROX.10.3 KM 1793540.0 |
 QM0682| CJ4467 CRYSTAL RM 2                         21.672 METERS 21004     |
 QM0682|---------------------------------------------------------------------|
 QM0682
 QM0682                          SUPERSEDED SURVEY CONTROL
 QM0682
 QM0682  NAD 83(1986)-  45 42 40.01566(N)    089 25 19.00932(W) AD(       ) 1
 QM0682  NAD 27      -  45 42 40.17900(N)    089 25 18.53400(W) AD(       ) 1
 QM0682
 QM0682.Superseded values are not recommended for survey control.
 QM0682
 QM0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0682.See file dsdata.pdf to determine how the superseded data were derived.
 QM0682
 QM0682_MARKER: DS = TRIANGULATION STATION DISK
 QM0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0682_STAMPING: CRYSTAL 1952
 QM0682_MARK LOGO: CGS
 QM0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0682+STABILITY: SURFACE MOTION
 QM0682
 QM0682  HISTORY     - Date     Condition        Report By
 QM0682  HISTORY     - 1952     MONUMENTED       CGS
 QM0682
 QM0682                          STATION DESCRIPTION
 QM0682
 QM0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0682'THE STATION IS 4-1/2 MILES EAST OF NEWBOLD, 4 MILES NORTH
 QM0682'OF RINELANDER, 3-1/2 MILES WEST OF STATE HIGHWAY 17 AND 0.1
 QM0682'MILE WEST OF A GRAVEL ROAD.
 QM0682'
 QM0682'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 AND
 QM0682'STATE HIGHWAY 17 IN RINELANDER, GO NORTHEAST ON STATE HIGHWAY
 QM0682'17 FOR 2.75 MILES TO A PAVED FORK LEFT, TURN LEFT, LEAVING
 QM0682'THE HIGHWAY AND GO NORTH ON THE PAVED ROAD FOR 2.05 MILES
 QM0682'TO A CHURCH ON THE RIGHT, CONTINUE NORTH ON THE PAVED ROAD
 QM0682'FOR 1.5 MILES TO A FORK, KEEP LEFT FORK AND FOLLOW THE GRAVEL
 QM0682'ROAD 1.2 MILES TO A CROSSROAD (*) CONTINUE WEST ON THE GRAVEL
 QM0682'ROAD FOR 0.4 MILE TO T-ROAD, TURN LEFT, SOUTH, AND FOLLOW
 QM0682'GRAVEL ROAD 1.2 MILES TO TRACK ROAD RIGHT, TURN RIGHT ON
 QM0682'TRACK ROAD AND GO 0.1 MILE TO A TRIANGLE BLAZE ON A 10-INCH
 QM0682'TREE ON THE LEFT AND A CLEARED TRAIL WIDE ENOUGH FOR A
 QM0682'TRUCK ON THE RIGHT, TURN RIGHT AND FOLLOW THE TRAIL ABOUT
 QM0682'25 YARDS TO THE STATION ON THE HIGHEST POINT OF THE SMALL
 QM0682'RIDGE ON THE LEFT.
 QM0682'
 QM0682'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND
 QM0682'GO SOUTH FOR 0.1 MILE TO THE MARK ON THE LEFT, EAST SIDE OF
 QM0682'THE ROAD.
 QM0682'
 QM0682'THE STATION MARK, STAMPED CRYSTAL 1952, IS A STANDARD DISK
 QM0682'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 QM0682'85 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 12 FEET EAST OF
 QM0682'A 10-INCH TREE WITH A TRIANGLE BLAZE AND 5 FEET SOUTHEAST OF
 QM0682'A WHITE WITNESS POST.
 QM0682'
 QM0682'REFERENCE MARK 1, STAMPED CRYSTAL NO 1 1952, IS A STANDARD
 QM0682'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 QM0682'IT IS 10 FEET NORTH OF AN 8-INCH TREE AND 4 FEET LOWER THAN
 QM0682'THE STATION.
 QM0682'
 QM0682'REFERENCE MARK 2, STAMPED CRYSTAL NO 2 1952, IS A STANDARD
 QM0682'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 QM0682'IT IS 25 FEET NORTHEAST OF THE 10-INCH TREE WITH A TRIANGLE
 QM0682'BLAZE, 12 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND
 QM0682'7 FEET EAST OF THE TRAIL TO THE STATION.
 QM0682'
 QM0682'THE AZIMUTH MARK, STAMPED CRYSTAL 1952, IS A STANDARD DISK
 QM0682'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 QM0682'IS 20 FEET EAST OF THE CENTER OF THE ROAD AND 3 FEET NORTH OF
 QM0682'A WITNESS POST.
 QM0682'
 QM0682'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7135 ***********************************************************************
 DN7135  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7135  DESIGNATION -  CRYSTAL C GPS
 DN7135  PID         -  DN7135
 DN7135  STATE/COUNTY-  WI/WASHBURN
 DN7135  COUNTRY     -  US
 DN7135  USGS QUAD   -  POTATO LAKE (2018)
 DN7135
 DN7135                         *CURRENT SURVEY CONTROL
 DN7135  ______________________________________________________________________
 DN7135* NAD 83(2011) POSITION- 45 51 03.35697(N) 091 44 34.14574(W)   ADJUSTED
 DN7135* NAD 83(2011) ELLIP HT-   318.732 (meters)        (04/15/13)   ADJUSTED
 DN7135* NAD 83(2011) EPOCH   -  2010.00
 DN7135* NAVD 88 ORTHO HEIGHT -   347.87  (meters)     1141.3   (feet) GPS OBS
 DN7135  ______________________________________________________________________
 DN7135  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7135  GEOID HEIGHT    -        -29.132 (meters)                     GEOID12A
 DN7135  GEOID HEIGHT    -        -29.132 (meters)                     GEOID18
 DN7135  NAD 83(2011) X  -   -135,352.414 (meters)                     COMP
 DN7135  NAD 83(2011) Y  - -4,448,387.019 (meters)                     COMP
 DN7135  NAD 83(2011) Z  -  4,553,951.071 (meters)                     COMP
 DN7135  LAPLACE CORR    -         -6.85  (seconds)                    DEFLEC18
 DN7135
 DN7135  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7135  Standards:
 DN7135         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7135            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7135  -------------------------------------------------------------------
 DN7135  NETWORK    0.56   1.02           0.25   0.20   0.52      0.17478022
 DN7135  -------------------------------------------------------------------
 DN7135  Click here for local accuracies and other accuracy information.
 DN7135
 DN7135.The horizontal coordinates were established by GPS observations
 DN7135.and adjusted by the National Geodetic Survey in April 2013.
 DN7135
 DN7135.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7135.been affixed to the stable North American tectonic plate. See 
 DN7135.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7135
 DN7135.The horizontal coordinates are valid at the epoch date displayed above
 DN7135.which is a decimal equivalence of Year/Month/Day.
 DN7135
 DN7135.The orthometric height was determined by GPS observations and a
 DN7135.high-resolution geoid model using precise GPS observation and
 DN7135.processing techniques.
 DN7135
 DN7135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7135.GEOID18 height accuracy estimate available here.
 DN7135
 DN7135.Click photographs - Photos may exist for this station.
 DN7135
 DN7135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7135
 DN7135.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7135
 DN7135.The ellipsoidal height was determined by GPS observations
 DN7135.and is referenced to NAD 83.
 DN7135
 DN7135. The following values were computed from the NAD 83(2011) position.
 DN7135
 DN7135;                    North         East     Units Scale Factor Converg.
 DN7135;SPC WI N     -    77,536.792   464,649.665   MT  0.99996056   -1 15 26.0
 DN7135;SPC WI N     -   254,385.29  1,524,438.11   sFT  0.99996056   -1 15 26.0
 DN7135;UTM  15      - 5,078,253.713   597,607.355   MT  0.99971712   +0 54 07.7
 DN7135
 DN7135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7135!SPC WI N     -   0.99995003  x   0.99996056  =   0.99991060
 DN7135!UTM  15      -   0.99995003  x   0.99971712  =   0.99966717
 DN7135
 DN7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9760778253(NAD 83)
 DN7135
 DN7135                          SUPERSEDED SURVEY CONTROL
 DN7135
 DN7135  NAD 83(2007)-  45 51 03.35703(N)    091 44 34.14635(W) AD(2002.00) 1
 DN7135  ELLIP H (04/06/12)  318.769  (m)                       GP(2002.00) 1 1
 DN7135
 DN7135.Superseded values are not recommended for survey control.
 DN7135
 DN7135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7135.See file dsdata.pdf to determine how the superseded data were derived.
 DN7135
 DN7135_MARKER: DD = SURVEY DISK
 DN7135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7135_STAMPING: CRYSTAL C GPS 2006
 DN7135_MARK LOGO: WIDT
 DN7135_PROJECTION: FLUSH
 DN7135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7135+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2010
 DN7135
 DN7135  HISTORY     - Date     Condition        Report By
 DN7135  HISTORY     - 2005     MONUMENTED       WIDT
 DN7135  HISTORY     - 20100927 GOOD             WIDT
 DN7135
 DN7135                          STATION DESCRIPTION
 DN7135
 DN7135'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7135'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A WITH COUNTY
 DN7135'HIGHWAY M APPROXIMATELY 9 MI (14.5 KM) EAST-NORTHEAST OF THE CITY OF
 DN7135'SPOONER, GO WEST ON COUNTY HIGHWAY A FOR 1.7 MI (2.7 KM) TO NINTH
 DN7135'STREET LEFT.  TURN LEFT AND GO SOUTH ON NINTH STREET FOR 0.40 MI (0.6
 DN7135'KM) TO THE STATION ON THE LEFT.
 DN7135'
 DN7135'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7135'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7135'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7135'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD SURFACE.
 DN7135'THE STATION IS 8.4 M (27.6 FT) EAST OF THE CENTERLINE OF NINTH STREET,
 DN7135'18.3 M (60.0 FT) NORTH OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE,
 DN7135'11.6 M (38.1 FT) SOUTH OF THE SOUTH WOODEN FENCE POST OF TWO WITH WOOD
 DN7135'BRACES, 1.0 M (3.3 FT) WEST OF A BARBED WIRE FENCE, 1.0 M (3.3 FT)
 DN7135'WEST OF A METAL COUNTY SURVEYOR WITNESS POST AND IS 1 M (3.3 FT) FROM
 DN7135'THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN7135'
 DN7135'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7135'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DL4119 ***********************************************************************
 DL4119  DESIGNATION -  CRYSTAL CAVE GPS
 DL4119  PID         -  DL4119
 DL4119  STATE/COUNTY-  WI/PIERCE
 DL4119  COUNTRY     -  US
 DL4119  USGS QUAD   -  EL PASO (2018)
 DL4119
 DL4119                         *CURRENT SURVEY CONTROL
 DL4119  ______________________________________________________________________
 DL4119* NAD 83(2011) POSITION- 44 49 43.65179(N) 092 15 28.92506(W)   ADJUSTED
 DL4119* NAD 83(2011) ELLIP HT-   306.000 (meters)        (06/27/12)   ADJUSTED
 DL4119* NAD 83(2011) EPOCH   -  2010.00
 DL4119* NAVD 88 ORTHO HEIGHT -   336.536 (meters)     1104.12  (feet) ADJUSTED
 DL4119  ______________________________________________________________________
 DL4119  GEOID HEIGHT    -        -30.533 (meters)                     GEOID18
 DL4119  NAD 83(2011) X  -   -178,530.640 (meters)                     COMP
 DL4119  NAD 83(2011) Y  - -4,527,723.022 (meters)                     COMP
 DL4119  NAD 83(2011) Z  -  4,474,090.398 (meters)                     COMP
 DL4119  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 DL4119  DYNAMIC HEIGHT  -        336.490 (meters)     1103.97  (feet) COMP
 DL4119  MODELED GRAVITY -    980,473.4   (mgal)                       NAVD 88
 DL4119
 DL4119  VERT ORDER      -  SECOND    CLASS I
 DL4119
 DL4119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4119  Standards:
 DL4119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4119  -------------------------------------------------------------------
 DL4119  NETWORK    0.35   0.82           0.16   0.12   0.42      0.03958156
 DL4119  -------------------------------------------------------------------
 DL4119  Click here for local accuracies and other accuracy information.
 DL4119
 DL4119.The horizontal coordinates were established by GPS observations
 DL4119.and adjusted by the National Geodetic Survey in June 2012.
 DL4119
 DL4119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4119.been affixed to the stable North American tectonic plate. See 
 DL4119.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4119
 DL4119.The horizontal coordinates are valid at the epoch date displayed above
 DL4119.which is a decimal equivalence of Year/Month/Day.
 DL4119
 DL4119.The orthometric height was determined by differential leveling and
 DL4119.adjusted by the WI DEPT OF TRANSP
 DL4119.in May 2012.
 DL4119
 DL4119.No vertical observational check was made to the station.
 DL4119
 DL4119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4119.GEOID18 height accuracy estimate available here.
 DL4119
 DL4119.Click photographs - Photos may exist for this station.
 DL4119
 DL4119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4119
 DL4119.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4119
 DL4119.The ellipsoidal height was determined by GPS observations
 DL4119.and is referenced to NAD 83.
 DL4119
 DL4119.The dynamic height is computed by dividing the NAVD 88
 DL4119.geopotential number by the normal gravity value computed on the
 DL4119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4119.degrees latitude (g = 980.6199 gals.).
 DL4119
 DL4119.The modeled gravity was interpolated from observed gravity values.
 DL4119
 DL4119. The following values were computed from the NAD 83(2011) position.
 DL4119
 DL4119;                    North         East     Units Scale Factor Converg.
 DL4119;SPC WI C     -   113,096.294   421,465.227   MT  0.99994105   -1 35 35.6
 DL4119;SPC WI C     -   371,050.09  1,382,757.17   sFT  0.99994105   -1 35 35.6
 DL4119;UTM  15      - 4,964,199.404   558,652.116   MT  0.99964230   +0 31 23.1
 DL4119
 DL4119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4119!SPC WI C     -   0.99995202  x   0.99994105  =   0.99989308
 DL4119!UTM  15      -   0.99995202  x   0.99964230  =   0.99959434
 DL4119
 DL4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5865264199(NAD 83)
 DL4119
 DL4119                          SUPERSEDED SURVEY CONTROL
 DL4119
 DL4119  NAD 83(2007)-  44 49 43.65175(N)    092 15 28.92574(W) AD(2002.00) B
 DL4119  ELLIP H (09/06/11)  306.028  (m)                       GP(2002.00) 1 1
 DL4119  NAVD 88             336.54   (m)         1104.1    (f) LEVELING    3  
 DL4119
 DL4119.Superseded values are not recommended for survey control.
 DL4119
 DL4119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4119.See file dsdata.pdf to determine how the superseded data were derived.
 DL4119
 DL4119_MARKER: DD = SURVEY DISK
 DL4119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4119_STAMPING: CRYSTAL CAVE GPS 2005
 DL4119_MARK LOGO: WIDT
 DL4119_PROJECTION: FLUSH
 DL4119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL4119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4119+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2012
 DL4119
 DL4119  HISTORY     - Date     Condition        Report By
 DL4119  HISTORY     - 2004     MONUMENTED       WIDT
 DL4119  HISTORY     - 20070911 GOOD             WIDT
 DL4119  HISTORY     - 2009     GOOD             WIDT
 DL4119  HISTORY     - 20120827 GOOD             WIDT
 DL4119
 DL4119                          STATION DESCRIPTION
 DL4119
 DL4119'DESCRIBED BY WI DEPT OF TRANSP 2007 (EPS)
 DL4119'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST OF MARTELL, 5.9 MI
 DL4119'(9.5 KM) NORTHEAST OF EL PASO AND 1.5 MI (2.4 KM) SOUTHWEST OF SPRING
 DL4119'VALLEY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL4119'
 DL4119'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 WITH COUNTY
 DL4119'HIGHWAY CLOSING CORNER ABOUT 1 MI (1.6 KM) SOUTHWEST OF THE VILLAGE OF
 DL4119'SPRING VALLEY, GO SOUTH ON COUNTY HIGHWAY CLOSING CORNER FOR 0.3 MI
 DL4119'(0.5 KM) TO THE STATION ON THE RIGHT.
 DL4119'
 DL4119'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DL4119'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DL4119'INCH) DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT, 13
 DL4119'M (42.7 FT) WEST OF THE CENTERLINE OF COUNTY HIGHWAY CLOSING CORNER,
 DL4119'66 M (216.5 FT) NORTH OF THE EXTENDED CENTER OF THE MAIN ENTRANCE TO
 DL4119'THE SPRING VALLEY MIDDLE/HIGH SCHOOL, 27.3 M (89.6 FT) SOUTHWEST OF A
 DL4119'WOOD POST FOR A CURVE 35 MPH SIGN, 1 M (3.3 FT) EAST OF AN
 DL4119'AGRICULTURAL FIELD, AND 1.0 M (3.3 FT) NORTH AND SOUTH OF AN ORANGE
 DL4119'4X4 PLASTIC WITNESS POST.
 DL4119'
 DL4119'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DL4119'DEGREES ABOVE THE HORIZON.
 DL4119
 DL4119                          STATION RECOVERY (2009)
 DL4119
 DL4119'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 DL4119'RECOVERED AS DESCRIBED.
 DL4119
 DL4119                          STATION RECOVERY (2012)
 DL4119
 DL4119'RECOVERY NOTE BY WI DEPT OF TRANSP 2012 (JMS)
 DL4119'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5446 ***********************************************************************
 DH5446  DESIGNATION -  CRYSTAL LAKE GPS
 DH5446  PID         -  DH5446
 DH5446  STATE/COUNTY-  WI/DANE
 DH5446  COUNTRY     -  US
 DH5446  USGS QUAD   -  SAUK CITY (2018)
 DH5446
 DH5446                         *CURRENT SURVEY CONTROL
 DH5446  ______________________________________________________________________
 DH5446* NAD 83(2011) POSITION- 43 16 37.81004(N) 089 38 07.48388(W)   ADJUSTED
 DH5446* NAD 83(2011) ELLIP HT-   262.271 (meters)        (06/27/12)   ADJUSTED
 DH5446* NAD 83(2011) EPOCH   -  2010.00
 DH5446* NAVD 88 ORTHO HEIGHT -   296.944 (meters)      974.22  (feet) ADJUSTED
 DH5446  ______________________________________________________________________
 DH5446  GEOID HEIGHT    -        -34.669 (meters)                     GEOID18
 DH5446  NAD 83(2011) X  -     29,595.882 (meters)                     COMP
 DH5446  NAD 83(2011) Y  - -4,650,995.431 (meters)                     COMP
 DH5446  NAD 83(2011) Z  -  4,350,150.705 (meters)                     COMP
 DH5446  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 DH5446  DYNAMIC HEIGHT  -        296.871 (meters)      973.98  (feet) COMP
 DH5446  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 DH5446
 DH5446  VERT ORDER      -  SECOND    CLASS I
 DH5446
 DH5446  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5446  Standards:
 DH5446         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5446            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5446  -------------------------------------------------------------------
 DH5446  NETWORK    0.22   0.33           0.10   0.08   0.17      0.11199101
 DH5446  -------------------------------------------------------------------
 DH5446  Click here for local accuracies and other accuracy information.
 DH5446
 DH5446.The horizontal coordinates were established by GPS observations
 DH5446.and adjusted by the National Geodetic Survey in June 2012.
 DH5446
 DH5446.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5446.been affixed to the stable North American tectonic plate. See 
 DH5446.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5446
 DH5446.The horizontal coordinates are valid at the epoch date displayed above
 DH5446.which is a decimal equivalence of Year/Month/Day.
 DH5446
 DH5446.The orthometric height was determined by differential leveling and
 DH5446.adjusted by the WI DEPT OF TRANSP
 DH5446.in May 2012.
 DH5446
 DH5446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5446.GEOID18 height accuracy estimate available here.
 DH5446
 DH5446.Click photographs - Photos may exist for this station.
 DH5446
 DH5446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5446
 DH5446.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5446
 DH5446.The ellipsoidal height was determined by GPS observations
 DH5446.and is referenced to NAD 83.
 DH5446
 DH5446.The dynamic height is computed by dividing the NAVD 88
 DH5446.geopotential number by the normal gravity value computed on the
 DH5446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5446.degrees latitude (g = 980.6199 gals.).
 DH5446
 DH5446.The modeled gravity was interpolated from observed gravity values.
 DH5446
 DH5446. The following values were computed from the NAD 83(2011) position.
 DH5446
 DH5446;                    North         East     Units Scale Factor Converg.
 DH5446;SPC WI S     -   141,945.752   629,592.845   MT  0.99993488   +0 15 01.8
 DH5446;SPC WI S     -   465,700.35  2,065,589.19   sFT  0.99993488   +0 15 01.8
 DH5446;UTM  16      - 4,794,967.448   286,155.302   MT  1.00016256   -1 48 26.4
 DH5446
 DH5446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5446!SPC WI S     -   0.99995887  x   0.99993488  =   0.99989376
 DH5446!UTM  16      -   0.99995887  x   1.00016256  =   1.00012143
 DH5446
 DH5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8615594967(NAD 83)
 DH5446
 DH5446                          SUPERSEDED SURVEY CONTROL
 DH5446
 DH5446  NAD 83(2007)-  43 16 37.81008(N)    089 38 07.48472(W) AD(2002.00) 0
 DH5446  ELLIP H (02/10/07)  262.305  (m)                       GP(2002.00)    
 DH5446  NAD 83(1997)-  43 16 37.80993(N)    089 38 07.48513(W) AD(       ) 1
 DH5446  ELLIP H (08/01/05)  262.307  (m)                       GP(       ) 2 1
 DH5446  NAVD 88             296.93   (m)          974.2    (f) LEVELING    3  
 DH5446  NAVD 88 (04/20/07)  296.927  (m)          974.17   (f) SUPERSEDED  2 1
 DH5446
 DH5446.Superseded values are not recommended for survey control.
 DH5446
 DH5446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5446.See file dsdata.pdf to determine how the superseded data were derived.
 DH5446
 DH5446_MARKER: DD = SURVEY DISK
 DH5446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5446_STAMPING: CRYSTAL LAKE GPS 1994
 DH5446_MARK LOGO: WIDT
 DH5446_PROJECTION: FLUSH
 DH5446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5446+STABILITY: SURFACE MOTION
 DH5446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5446+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 DH5446
 DH5446  HISTORY     - Date     Condition        Report By
 DH5446  HISTORY     - UNK      MONUMENTED       WIDT
 DH5446  HISTORY     - 20030422 GOOD             WIDT
 DH5446  HISTORY     - 20051228 GOOD             WIDT
 DH5446  HISTORY     - 20070410 GOOD             WIDT
 DH5446  HISTORY     - 20080702 GOOD             NGS
 DH5446
 DH5446                          STATION DESCRIPTION
 DH5446
 DH5446'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5446'OWNERSHIP--TOWN OF ROXBURY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5446'STATE HIGHWAY  60 WITH STATE HIGHWAY 188 (NORTH) ABOUT 2 MI NORTH OF
 DH5446'THE CITY OF PRAIRIE DU SAC, GO EAST  ON STATE HIGHWAY 60 FOR 3.1 MI TO
 DH5446'SCHOEPP ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON  SCHOEPP ROAD
 DH5446'FOR 1.0 MI TO WHERE SCHOEPP ROAD TURNS RIGHT AND MUSSEN ROAD CONTINUES
 DH5446'AHEAD, CONTINUE SOUTH ON MUSSEN ROAD FOR 0.7 MI TO CRYSTAL ROAD ON THE
 DH5446'LEFT, CONTINUE  SOUTH ON MUSSEN ROAD FOR 0.6 MI TO THE STATION ON THE
 DH5446'LEFT.  THE STATION IS A BRONZE  WISCONSIN OF DEPARTMENT OF
 DH5446'TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN  THE TOP OF A
 DH5446'45-CM DIAMETER CONCRETE POST ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE
 DH5446'STATION IS 6.5 M EAST OF THE CENTERLINE OF MUSSEN ROAD, 0.25 MI NORTH
 DH5446'OF KRUCHTEN ROAD,  22.4 M NORTH OF THE EAST END OF A 45-CM CORRUGATE
 DH5446'METAL CULVERT PIPE, 19.3 M SOUTHEAST  OF AN ORANGE AND WHITE PLASTIC
 DH5446'--DANGER BURIED CABLE GTE-- SIGN, AND 0.5 M NORTHEAST OF A  WHITE
 DH5446'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5446'OBSTRUCTIONS EXTENDING  HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DH5446
 DH5446                          STATION RECOVERY (2005)
 DH5446
 DH5446'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5446'RECOVERED AS DESCRIBED.
 DH5446
 DH5446                          STATION RECOVERY (2007)
 DH5446
 DH5446'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH5446'RECOVERED IN GOOD CONDITION.
 DH5446
 DH5446                          STATION RECOVERY (2008)
 DH5446
 DH5446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JTE)
 DH5446'THE STATION IS 190 M SOUTH OF - CURVY ROAD AHEAD-- SIGN, 1.0 M SOUTH
 DH5446'OF A SET 4X4 ORANGE PLASTIC GUARD POST AND 0.5 M NORTH OF A WHITE
 DH5446'PLASTIC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH8505 ***********************************************************************
 DH8505  DESIGNATION -  CRYSTAL LAKE GPS AZ MK
 DH8505  PID         -  DH8505
 DH8505  STATE/COUNTY-  WI/DANE
 DH8505  COUNTRY     -  US
 DH8505  USGS QUAD   -  SAUK CITY (2018)
 DH8505
 DH8505                         *CURRENT SURVEY CONTROL
 DH8505  ______________________________________________________________________
 DH8505* NAD 83(1986) POSITION- 43 16 27.9    (N) 089 37 35.8    (W)   HD_HELD2
 DH8505* NAVD 88 ORTHO HEIGHT -   307.626 (meters)     1009.27  (feet) ADJUSTED
 DH8505  ______________________________________________________________________
 DH8505  GEOID HEIGHT    -        -34.663 (meters)                     GEOID18
 DH8505  DYNAMIC HEIGHT  -        307.550 (meters)     1009.02  (feet) COMP
 DH8505  MODELED GRAVITY -    980,365.1   (mgal)                       NAVD 88
 DH8505
 DH8505  VERT ORDER      -  SECOND    CLASS I
 DH8505
 DH8505.The horizontal coordinates were established by autonomous hand held GPS
 DH8505.observations and have an estimated accuracy of +/- 10 meters.
 DH8505
 DH8505.The orthometric height was determined by differential leveling and
 DH8505.adjusted by the WI DEPT OF TRANSP
 DH8505.in May 2012.
 DH8505
 DH8505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8505.GEOID18 height accuracy estimate available here.
 DH8505
 DH8505.Click photographs - Photos may exist for this station.
 DH8505
 DH8505.The dynamic height is computed by dividing the NAVD 88
 DH8505.geopotential number by the normal gravity value computed on the
 DH8505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8505.degrees latitude (g = 980.6199 gals.).
 DH8505
 DH8505.The modeled gravity was interpolated from observed gravity values.
 DH8505
 DH8505;                    North         East    Units  Estimated Accuracy
 DH8505;SPC WI S     -   141,643.      630,309.      MT  (+/- 10 meters HH2 GPS)
 DH8505
 DH8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8685994639(NAD 83)
 DH8505
 DH8505                          SUPERSEDED SURVEY CONTROL
 DH8505
 DH8505  NAVD 88 (04/20/07)  307.609  (m)         1009.21   (f) SUPERSEDED  2 1
 DH8505
 DH8505.Superseded values are not recommended for survey control.
 DH8505
 DH8505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8505.See file dsdata.pdf to determine how the superseded data were derived.
 DH8505
 DH8505_MARKER: DZ = AZIMUTH MARK DISK
 DH8505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8505_STAMPING: CRYSTAL LAKE GPS 1994
 DH8505_MARK LOGO: WIDT
 DH8505_PROJECTION: FLUSH
 DH8505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8505+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2007
 DH8505
 DH8505  HISTORY     - Date     Condition        Report By
 DH8505  HISTORY     - 1994     MONUMENTED       WI-025
 DH8505  HISTORY     - 20030801 GOOD             WIDT
 DH8505  HISTORY     - 20070423 GOOD             WIDT
 DH8505
 DH8505                          STATION DESCRIPTION
 DH8505
 DH8505'DESCRIBED BY WI DEPT OF TRANSP 2003 (PJH)
 DH8505'OWNERSHIP--TOWN OF ROXBURY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH8505'STATE HIGHWAY 60 WITH COUNTY HIGHWAY Y ABOUT 1 MI (1.61 KM) SOUTHWEST
 DH8505'OF THE CITY OF LODI, GO SOUTHWEST ON COUNTY HIGHWAY Y FOR 3.9 MI (6.28
 DH8505'KM) TO KRUCHTEN ROAD ON THE RIGHT, TURN RIGHT AND GO WESTERLY FOR 1.8
 DH8505'MI (2.9 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH8505'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL AZIMUTH MARK
 DH8505'DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH8505'THE ROAD PAVEMENT.  THE STATION IS 5.3 M (17.4 FT) SOUTH OF THE
 DH8505'CENTERLINE OF KRUCHTEN ROAD, 49.0 M (160.8 FT) WEST-SOUTHWEST OF POWER
 DH8505'POLE --11P-47/18--, 44.0 M (144.4 FT) EAST-SOUTHEAST OF POWER POLE
 DH8505'--11P-35/18--, 3 M (9.8 FT) NORTH OF A CULTIVATED FIELD, AND 1.8 M
 DH8505'(5.9 FT) NORTH-NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DH8505'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH8505'THAN 15 DEGREES ABOVE THE HORIZON.
 DH8505
 DH8505                          STATION RECOVERY (2007)
 DH8505
 DH8505'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH8505'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.42 MILE EAST OF
 DH8505'MUSSEN ROAD, 52.5 M WEST OF THE EXTENDED CENTERLINE OF PRIVATE
 DH8505'ENTRANCE --8256--, 50.5 M WEST-SOUTHWEST OF POWER POLE --11P-37/18--,
 DH8505'1.9 M NORTH-NORTHWEST OF AN ORANGE OVER WHITE --GTE DANGER BURIED
 DH8505'CABLE-- POST, AND 1.8 M NORTH-NORTHWEST, 1.0 M EAST, AND 1.0 M WEST OF
 DH8505'THREE WHITE PLASTIC WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5518 ***********************************************************************
 DH5518  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5518  DESIGNATION -  CRYSTAL LAKE N GPS
 DH5518  PID         -  DH5518
 DH5518  STATE/COUNTY-  WI/MARQUETTE
 DH5518  COUNTRY     -  US
 DH5518  USGS QUAD   -  GERMANIA (2018)
 DH5518
 DH5518                         *CURRENT SURVEY CONTROL
 DH5518  ______________________________________________________________________
 DH5518* NAD 83(2011) POSITION- 43 57 09.56627(N) 089 19 02.15840(W)   ADJUSTED
 DH5518* NAD 83(2011) ELLIP HT-   216.076 (meters)        (06/27/12)   ADJUSTED
 DH5518* NAD 83(2011) EPOCH   -  2010.00
 DH5518* NAVD 88 ORTHO HEIGHT -   252.19  (meters)      827.4   (feet) GPS OBS
 DH5518  ______________________________________________________________________
 DH5518  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5518  GEOID HEIGHT    -        -36.114 (meters)                     GEOID12A
 DH5518  GEOID HEIGHT    -        -36.117 (meters)                     GEOID18
 DH5518  NAD 83(2011) X  -     54,803.558 (meters)                     COMP
 DH5518  NAD 83(2011) Y  - -4,598,957.959 (meters)                     COMP
 DH5518  NAD 83(2011) Z  -  4,404,456.107 (meters)                     COMP
 DH5518  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 DH5518
 DH5518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5518  Standards:
 DH5518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5518  -------------------------------------------------------------------
 DH5518  NETWORK    0.20   0.29           0.09   0.07   0.15      0.10858323
 DH5518  -------------------------------------------------------------------
 DH5518  Click here for local accuracies and other accuracy information.
 DH5518
 DH5518.The horizontal coordinates were established by GPS observations
 DH5518.and adjusted by the National Geodetic Survey in June 2012.
 DH5518
 DH5518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5518.been affixed to the stable North American tectonic plate. See 
 DH5518.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5518
 DH5518.The horizontal coordinates are valid at the epoch date displayed above
 DH5518.which is a decimal equivalence of Year/Month/Day.
 DH5518
 DH5518.The orthometric height was determined by GPS observations and a
 DH5518.high-resolution geoid model using precise GPS observation and
 DH5518.processing techniques.
 DH5518
 DH5518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5518.GEOID18 height accuracy estimate available here.
 DH5518
 DH5518.Click photographs - Photos may exist for this station.
 DH5518
 DH5518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5518
 DH5518.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5518
 DH5518.The ellipsoidal height was determined by GPS observations
 DH5518.and is referenced to NAD 83.
 DH5518
 DH5518. The following values were computed from the NAD 83(2011) position.
 DH5518
 DH5518;                    North         East     Units Scale Factor Converg.
 DH5518;SPC WI S     -   217,151.187   654,801.229   MT  0.99997884   +0 28 08.8
 DH5518;SPC WI S     -   712,436.85  2,148,293.70   sFT  0.99997884   +0 28 08.8
 DH5518;UTM  16      - 4,869,224.992   314,065.644   MT  1.00002522   -1 36 31.6
 DH5518
 DH5518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5518!SPC WI S     -   0.99996612  x   0.99997884  =   0.99994496
 DH5518!UTM  16      -   0.99996612  x   1.00002522  =   0.99999134
 DH5518
 DH5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1406569224(NAD 83)
 DH5518
 DH5518                          SUPERSEDED SURVEY CONTROL
 DH5518
 DH5518  NAD 83(2007)-  43 57 09.56632(N)    089 19 02.15920(W) AD(2002.00) 0
 DH5518  ELLIP H (02/10/07)  216.111  (m)                       GP(2002.00)    
 DH5518  NAD 83(1997)-  43 57 09.56639(N)    089 19 02.15951(W) AD(       ) 1
 DH5518  ELLIP H (08/01/05)  216.116  (m)                       GP(       ) 2 1
 DH5518  NAVD 88 (07/26/07)  252.18   (m)  GEOID03  model used  GPS OBS        
 DH5518
 DH5518.Superseded values are not recommended for survey control.
 DH5518
 DH5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5518.See file dsdata.pdf to determine how the superseded data were derived.
 DH5518
 DH5518_MARKER: DD = SURVEY DISK
 DH5518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5518_STAMPING: CRYSTAL LAKE N GPS 2004
 DH5518_MARK LOGO: WIDT
 DH5518_PROJECTION: FLUSH
 DH5518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5518+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DH5518
 DH5518  HISTORY     - Date     Condition        Report By
 DH5518  HISTORY     - 2003     MONUMENTED       WIDT
 DH5518  HISTORY     - 20100517 GOOD             WIDT
 DH5518
 DH5518                          STATION DESCRIPTION
 DH5518
 DH5518'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5518'OWNERSHIP--TOWNSHIP OF CRYSTAL LAKE.  TO REACH THE STATION FROM THE
 DH5518'JUNCTION OF STATE HIGHWAY 22 WITH COUNTY HIGHWAY E EAST ABOUT 9 MI
 DH5518'NORTH OF THE CITY  OF MONTELLO, GO NORTH ON STATE HIGHWAY 22 FOR 1.3
 DH5518'MI TO DIXIE AVENUE ON THE LEFT AND THE  STATION ON THE RIGHT.  THE
 DH5518'STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5518'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5518'CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5518'16.2 M EAST OF THE CENTERLINE OF STATE  HIGHWAY 22, 43 M NORTH OF THE
 DH5518'EXTENDED CENTERLINE OF DIXIE AVENUE, 24.3 M EAST OF A WOOD  POST FOR
 DH5518'--A NO PASSING ZONE-- SIGN, 6.5 M SOUTH OF A METAL POST FOR A --R/W--
 DH5518'SIGN, 1.0 M EAST  OF AN  ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M
 DH5518'NORTHWEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M SOUTHWEST
 DH5518'OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS
 DH5518'NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5518'HORIZON.
 DH5518
 DH5518                          STATION RECOVERY (2010)
 DH5518
 DH5518'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN7276 ***********************************************************************
 DN7276  HT_MOD      -  This is a Height Modernization Survey Station.
 DN7276  DESIGNATION -  CRYSTAL LAKE N GPS
 DN7276  PID         -  DN7276
 DN7276  STATE/COUNTY-  WI/BARRON
 DN7276  COUNTRY     -  US
 DN7276  USGS QUAD   -  CUMBERLAND (2018)
 DN7276
 DN7276                         *CURRENT SURVEY CONTROL
 DN7276  ______________________________________________________________________
 DN7276* NAD 83(2011) POSITION- 45 32 19.94888(N) 092 06 50.92326(W)   ADJUSTED
 DN7276* NAD 83(2011) ELLIP HT-   367.368 (meters)        (04/15/13)   ADJUSTED
 DN7276* NAD 83(2011) EPOCH   -  2010.00
 DN7276* NAVD 88 ORTHO HEIGHT -   396.90  (meters)     1302.2   (feet) GPS OBS
 DN7276  ______________________________________________________________________
 DN7276  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN7276  GEOID HEIGHT    -        -29.535 (meters)                     GEOID12A
 DN7276  GEOID HEIGHT    -        -29.531 (meters)                     GEOID18
 DN7276  NAD 83(2011) X  -   -165,095.784 (meters)                     COMP
 DN7276  NAD 83(2011) Y  - -4,472,255.533 (meters)                     COMP
 DN7276  NAD 83(2011) Z  -  4,529,758.714 (meters)                     COMP
 DN7276  LAPLACE CORR    -        -11.91  (seconds)                    DEFLEC18
 DN7276
 DN7276  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7276  Standards:
 DN7276         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7276            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7276  -------------------------------------------------------------------
 DN7276  NETWORK    0.59   1.08           0.26   0.22   0.55      0.18055885
 DN7276  -------------------------------------------------------------------
 DN7276  Click here for local accuracies and other accuracy information.
 DN7276
 DN7276.The horizontal coordinates were established by GPS observations
 DN7276.and adjusted by the National Geodetic Survey in April 2013.
 DN7276
 DN7276.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7276.been affixed to the stable North American tectonic plate. See 
 DN7276.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN7276
 DN7276.The horizontal coordinates are valid at the epoch date displayed above
 DN7276.which is a decimal equivalence of Year/Month/Day.
 DN7276
 DN7276.The orthometric height was determined by GPS observations and a
 DN7276.high-resolution geoid model using precise GPS observation and
 DN7276.processing techniques.
 DN7276
 DN7276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7276.GEOID18 height accuracy estimate available here.
 DN7276
 DN7276.Click photographs - Photos may exist for this station.
 DN7276
 DN7276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN7276
 DN7276.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN7276
 DN7276.The ellipsoidal height was determined by GPS observations
 DN7276.and is referenced to NAD 83.
 DN7276
 DN7276. The following values were computed from the NAD 83(2011) position.
 DN7276
 DN7276;                    North         East     Units Scale Factor Converg.
 DN7276;SPC WI C     -   191,675.521   434,893.634   MT  1.00000764   -1 29 30.1
 DN7276;SPC WI C     -   628,855.44  1,426,813.53   sFT  1.00000764   -1 29 30.1
 DN7276;UTM  15      - 5,043,196.996   569,161.299   MT  0.99965881   +0 37 56.2
 DN7276
 DN7276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7276!SPC WI C     -   0.99994241  x   1.00000764  =   0.99995005
 DN7276!UTM  15      -   0.99994241  x   0.99965881  =   0.99960124
 DN7276
 DN7276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6916143196(NAD 83)
 DN7276
 DN7276                          SUPERSEDED SURVEY CONTROL
 DN7276
 DN7276  NAD 83(2007)-  45 32 19.94877(N)    092 06 50.92375(W) AD(2002.00) 1
 DN7276  ELLIP H (04/06/12)  367.406  (m)                       GP(2002.00) 1 1
 DN7276
 DN7276.Superseded values are not recommended for survey control.
 DN7276
 DN7276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7276.See file dsdata.pdf to determine how the superseded data were derived.
 DN7276
 DN7276_MARKER: DD = SURVEY DISK
 DN7276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN7276_STAMPING: CRYSTAL LAKE N GPS 2006
 DN7276_MARK LOGO: WIDT
 DN7276_PROJECTION: FLUSH
 DN7276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN7276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN7276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN7276+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2010
 DN7276
 DN7276  HISTORY     - Date     Condition        Report By
 DN7276  HISTORY     - 2005     MONUMENTED       WIDT
 DN7276  HISTORY     - 20100831 GOOD             WIDT
 DN7276
 DN7276                          STATION DESCRIPTION
 DN7276
 DN7276'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN7276'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DN7276'HIGHWAY 48 APPROXIMATELY 1 MI (1.6 KM) WEST OF THE CITY OF CUMBERLAND,
 DN7276'GO NORTHWEST ON STATE HIGHWAY 48 FOR 0.7 MI (1.1 KM) TO 23RD AVENUE.
 DN7276'TURN LEFT AND GO WEST ON 23RD AVENUE FOR 2.9 MI (4.7 KM) TO SECOND
 DN7276'STREET RIGHT.  CONTINUE WEST ON 23RD AVENUE FOR 0.05 MI (0.1 KM) TO
 DN7276'THE STATION ON THE RIGHT.
 DN7276'
 DN7276'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN7276'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN7276'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN7276'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DN7276'THE STATION IS 9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF 23RD AVENUE,
 DN7276'65.0 M (213.3 FT) NORTHEAST OF A POWER POLE, 23.0 M (75.5 FT) WEST OF
 DN7276'THE CENTERLINE OF A FIELD ENTRANCE AND EXTENDED CENTERLINE OF PRIVATE
 DN7276'ENTRANCE -193-, 2 M (6.6 FT) SOUTH OF A CULTIVATED FIELD AND IS 1 M
 DN7276'(3.3 FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE
 DN7276'STATION.
 DN7276'
 DN7276'-NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DN7276'15 DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH5519 ***********************************************************************
 DH5519  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5519  DESIGNATION -  CRYSTAL LAKE S GPS
 DH5519  PID         -  DH5519
 DH5519  STATE/COUNTY-  WI/MARQUETTE
 DH5519  COUNTRY     -  US
 DH5519  USGS QUAD   -  GERMANIA (2018)
 DH5519
 DH5519                         *CURRENT SURVEY CONTROL
 DH5519  ______________________________________________________________________
 DH5519* NAD 83(2011) POSITION- 43 53 52.86482(N) 089 18 15.02146(W)   ADJUSTED
 DH5519* NAD 83(2011) ELLIP HT-   230.943 (meters)        (06/27/12)   ADJUSTED
 DH5519* NAD 83(2011) EPOCH   -  2010.00
 DH5519* NAVD 88 ORTHO HEIGHT -   267.05  (meters)      876.1   (feet) GPS OBS
 DH5519  ______________________________________________________________________
 DH5519  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH5519  GEOID HEIGHT    -        -36.105 (meters)                     GEOID12A
 DH5519  GEOID HEIGHT    -        -36.110 (meters)                     GEOID18
 DH5519  NAD 83(2011) X  -     55,905.817 (meters)                     COMP
 DH5519  NAD 83(2011) Y  - -4,603,167.446 (meters)                     COMP
 DH5519  NAD 83(2011) Z  -  4,400,093.653 (meters)                     COMP
 DH5519  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 DH5519
 DH5519  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5519  Standards:
 DH5519         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5519            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5519  -------------------------------------------------------------------
 DH5519  NETWORK    0.27   0.47           0.12   0.10   0.24      0.15256759
 DH5519  -------------------------------------------------------------------
 DH5519  Click here for local accuracies and other accuracy information.
 DH5519
 DH5519.The horizontal coordinates were established by GPS observations
 DH5519.and adjusted by the National Geodetic Survey in June 2012.
 DH5519
 DH5519.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5519.been affixed to the stable North American tectonic plate. See 
 DH5519.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5519
 DH5519.The horizontal coordinates are valid at the epoch date displayed above
 DH5519.which is a decimal equivalence of Year/Month/Day.
 DH5519
 DH5519.The orthometric height was determined by GPS observations and a
 DH5519.high-resolution geoid model using precise GPS observation and
 DH5519.processing techniques.
 DH5519
 DH5519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5519.GEOID18 height accuracy estimate available here.
 DH5519
 DH5519.Click photographs - Photos may exist for this station.
 DH5519
 DH5519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5519
 DH5519.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5519
 DH5519.The ellipsoidal height was determined by GPS observations
 DH5519.and is referenced to NAD 83.
 DH5519
 DH5519. The following values were computed from the NAD 83(2011) position.
 DH5519
 DH5519;                    North         East     Units Scale Factor Converg.
 DH5519;SPC WI S     -   211,089.226   655,902.851   MT  0.99997010   +0 28 41.2
 DH5519;SPC WI S     -   692,548.57  2,151,907.94   sFT  0.99997010   +0 28 41.2
 DH5519;UTM  16      - 4,863,126.790   314,946.878   MT  1.00002121   -1 35 53.2
 DH5519
 DH5519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5519!SPC WI S     -   0.99996379  x   0.99997010  =   0.99993389
 DH5519!UTM  16      -   0.99996379  x   1.00002121  =   0.99998500
 DH5519
 DH5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1494663126(NAD 83)
 DH5519
 DH5519                          SUPERSEDED SURVEY CONTROL
 DH5519
 DH5519  NAD 83(2007)-  43 53 52.86486(N)    089 18 15.02226(W) AD(2002.00) 0
 DH5519  ELLIP H (02/10/07)  230.978  (m)                       GP(2002.00)    
 DH5519  NAD 83(1997)-  43 53 52.86492(N)    089 18 15.02254(W) AD(       ) 1
 DH5519  ELLIP H (08/01/05)  230.982  (m)                       GP(       ) 2 1
 DH5519  NAVD 88 (07/26/07)  267.04   (m)  GEOID03  model used  GPS OBS        
 DH5519
 DH5519.Superseded values are not recommended for survey control.
 DH5519
 DH5519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5519.See file dsdata.pdf to determine how the superseded data were derived.
 DH5519
 DH5519_MARKER: DD = SURVEY DISK
 DH5519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5519_STAMPING: CRYSTAL LAKE S GPS 2004
 DH5519_MARK LOGO: WIDT
 DH5519_PROJECTION: FLUSH
 DH5519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5519+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DH5519
 DH5519  HISTORY     - Date     Condition        Report By
 DH5519  HISTORY     - 2003     MONUMENTED       WIDT
 DH5519  HISTORY     - 20100517 GOOD             WIDT
 DH5519
 DH5519                          STATION DESCRIPTION
 DH5519
 DH5519'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5519'OWNERSHIP--TOWNSHIP OF CRYSTAL LAKE.  TO REACH THE STATION FROM THE
 DH5519'JUNCTION OF STATE HIGHWAY 22 WITH COUNTY HIGHWAY J ABOUT 4 MI NORTH OF
 DH5519'THE CITY OF  MONTELLO, GO NORTH ON STATE HIGHWAY 22 FOR 2.75 MI TO
 DH5519'DUNN LANE, TURN RIGHT AND GO  EAST ON DUNN LANE FOR 0.4 MI TO THE
 DH5519'STATION ON THE LEFT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF
 DH5519'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5519'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M  ABOVE THE ROAD PAVEMENT.
 DH5519'THE STATION IS 6.2 M NORTH OF THE CENTERLINE OF DUNN LANE,  25.3 M
 DH5519'NORTHEAST OF THE POWERPOLE --TL8 15--, 25.1 M NORTHEAST OF A WOOD POST
 DH5519'FOR A  --STOP AHEAD-- SIGN, 1.0 M NORTH OF AN  ORANGE 4X4  PLASTIC
 DH5519'WITNESS POST, 1.0 M SOUTHEAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST
 DH5519'AND 1.0 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5519'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5519'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5519
 DH5519                          STATION RECOVERY (2010)
 DH5519
 DH5519'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 DH5519'RECOVERED IN GOOD CONDITION.  ADD---THE STATION IS 0.10 MILE WEST OF
 DH5519'EAGLE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DQ4991 ***********************************************************************
 DQ4991  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ4991  DESIGNATION -  CTH E GPS
 DQ4991  PID         -  DQ4991
 DQ4991  STATE/COUNTY-  WI/MARINETTE
 DQ4991  COUNTRY     -  US
 DQ4991  USGS QUAD   -  PORTERFIELD (2018)
 DQ4991
 DQ4991                         *CURRENT SURVEY CONTROL
 DQ4991  ______________________________________________________________________
 DQ4991* NAD 83(2011) POSITION- 45 09 08.59848(N) 087 48 00.65305(W)   ADJUSTED
 DQ4991* NAD 83(2011) ELLIP HT-   167.632 (meters)        (04/14/17)   ADJUSTED
 DQ4991* NAD 83(2011) EPOCH   -  2010.00
 DQ4991* NAVD 88 ORTHO HEIGHT -   204.25  (meters)      670.1   (feet) GPS OBS
 DQ4991  ______________________________________________________________________
 DQ4991  GEOID HEIGHT    -        -36.613 (meters)                     GEOID18
 DQ4991  NAD 83(2011) X  -    172,950.389 (meters)                     COMP
 DQ4991  NAD 83(2011) Y  - -4,502,397.487 (meters)                     COMP
 DQ4991  NAD 83(2011) Z  -  4,499,426.474 (meters)                     COMP
 DQ4991  LAPLACE CORR    -         -5.77  (seconds)                    DEFLEC18
 DQ4991
 DQ4991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4991  Standards:
 DQ4991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4991  -------------------------------------------------------------------
 DQ4991  NETWORK    0.53   0.80           0.24   0.19   0.41     -0.07859722
 DQ4991  -------------------------------------------------------------------
 DQ4991  Click here for local accuracies and other accuracy information.
 DQ4991
 DQ4991.The horizontal coordinates were established by GPS observations
 DQ4991.and adjusted by the WI DEPT OF TRANSP in April 2017.
 DQ4991
 DQ4991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4991.been affixed to the stable North American tectonic plate. See 
 DQ4991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4991
 DQ4991.The horizontal coordinates are valid at the epoch date displayed above
 DQ4991.which is a decimal equivalence of Year/Month/Day.
 DQ4991
 DQ4991.The orthometric height was determined by GPS observations and a
 DQ4991.high-resolution geoid model using precise GPS observation and
 DQ4991.processing techniques.
 DQ4991
 DQ4991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4991.GEOID18 height accuracy estimate available here.
 DQ4991
 DQ4991.Click photographs - Photos may exist for this station.
 DQ4991
 DQ4991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4991
 DQ4991.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4991
 DQ4991.The ellipsoidal height was determined by GPS observations
 DQ4991.and is referenced to NAD 83.
 DQ4991
 DQ4991. The following values were computed from the NAD 83(2011) position.
 DQ4991
 DQ4991;                    North         East     Units Scale Factor Converg.
 DQ4991;SPC WI C     -   148,916.515   772,958.941   MT  0.99995231   +1 33 07.7
 DQ4991;SPC WI C     -   488,570.27  2,535,949.46   sFT  0.99995231   +1 33 07.7
 DQ4991;UTM  16      - 5,000,190.463   437,100.871   MT  0.99964864   -0 34 02.4
 DQ4991
 DQ4991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4991!SPC WI C     -   0.99997372  x   0.99995231  =   0.99992603
 DQ4991!UTM  16      -   0.99997372  x   0.99964864  =   0.99962237
 DQ4991
 DQ4991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3710000190(NAD 83)
 DQ4991
 DQ4991                          SUPERSEDED SURVEY CONTROL
 DQ4991
 DQ4991.No superseded survey control is available for this station.
 DQ4991
 DQ4991_MARKER: DD = SURVEY DISK
 DQ4991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4991_STAMPING: CTH E GPS 1998
 DQ4991_MARK LOGO: WI-075
 DQ4991_PROJECTION: FLUSH
 DQ4991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ4991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4991+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 DQ4991
 DQ4991  HISTORY     - Date     Condition        Report By
 DQ4991  HISTORY     - 1998     MONUMENTED       WI-075
 DQ4991  HISTORY     - 20150420 GOOD             WIDT
 DQ4991
 DQ4991                          STATION DESCRIPTION
 DQ4991
 DQ4991'DESCRIBED BY WI DEPT OF TRANSP 2015 (EPS)
 DQ4991'THE STATION IS LOCATED 12.9 MI (20.8 KM) NORTHEAST OF COLEMAN, 7.4 MI
 DQ4991'(11.9 KM) NORTH-NORTHWEST OF PESHTIGO, AND 0.2 MI (0.3 KM) SOUTHWEST
 DQ4991'OF PORTERFIELD.
 DQ4991'
 DQ4991'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 WITH COUNTY
 DQ4991'HIGHWAY E, LOCATED 3.4 MI (5.5 KM) SOUTH-SOUTHWEST OF THE COMMUNITY OF
 DQ4991'PORTERFIELD, GO NORTH ON COUNTY HIGHWAY E FOR 3.0 MI (4.8 KM) TO
 DQ4991'MUBROOK ROAD LEFT AND GRASSER ROAD RIGHT.  CONTINUE NORTH ON COUNTY
 DQ4991'HIGHWAY E FOR 0.2 MI (0.3 KM) TO CHURCH ROAD AHEAD ON THE LEFT AND THE
 DQ4991'STATION ON THE LEFT.
 DQ4991'
 DQ4991'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DQ4991'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40 CM (16
 DQ4991'INCHES) DIAMETER CONCRETE POST, APPROXIMATELY 0.8 M (2.6 FT) LOWER
 DQ4991'THAN THE ROAD GRADE.  THE STATION IS 83 M (272.3 FT) SOUTH CENTERLINE
 DQ4991'CHURCH ROAD, 15.3 M (50.2 FT) WEST CENTERLINE COUNTY HIGHWAY E, 53.1 M
 DQ4991'(174.2 FT) SOUTHWEST UTILITY JUNCTION BOX -170150-, 21.8 M (71.5 FT)
 DQ4991'SOUTH POWER POLE -3122 18R14-, AND LOCATED IN THE CENTER OF A TRIANGLE
 DQ4991'FORMED BY THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DQ4991'
 DQ4991'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO HIGHER THAN
 DQ4991'15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER LINE OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 QM0182 ***********************************************************************
 QM0182  DESIGNATION -  CUBA
 QM0182  PID         -  QM0182
 QM0182  STATE/COUNTY-  WI/ONEIDA
 QM0182  COUNTRY     -  US
 QM0182  USGS QUAD   -  LAKE JULIA (2018)
 QM0182
 QM0182                         *CURRENT SURVEY CONTROL
 QM0182  ______________________________________________________________________
 QM0182* NAD 83(1991) POSITION- 45 37 15.91227(N) 089 29 36.29164(W)   ADJUSTED
 QM0182* NAVD 88 ORTHO HEIGHT -   492.058 (meters)     1614.36  (feet) ADJUSTED
 QM0182  ______________________________________________________________________
 QM0182  GEOID HEIGHT    -        -31.853 (meters)                     GEOID18
 QM0182  LAPLACE CORR    -         -7.58  (seconds)                    DEFLEC18
 QM0182  DYNAMIC HEIGHT  -        492.037 (meters)     1614.29  (feet) COMP
 QM0182  MODELED GRAVITY -    980,557.4   (mgal)                       NAVD 88
 QM0182
 QM0182  HORZ ORDER      -  FIRST
 QM0182  VERT ORDER      -  FIRST     CLASS II
 QM0182
 QM0182.The horizontal coordinates were established by classical geodetic methods
 QM0182.and adjusted by the National Geodetic Survey in November 1991.
 QM0182
 QM0182.The orthometric height was determined by differential leveling and
 QM0182.adjusted by the NATIONAL GEODETIC SURVEY
 QM0182.in June 1991.
 QM0182
 QM0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 QM0182.GEOID18 height accuracy estimate available here.
 QM0182
 QM0182.Click photographs - Photos may exist for this station.
 QM0182
 QM0182.The Laplace correction was computed from DEFLEC18 derived deflections.
 QM0182
 QM0182.The dynamic height is computed by dividing the NAVD 88
 QM0182.geopotential number by the normal gravity value computed on the
 QM0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0182.degrees latitude (g = 980.6199 gals.).
 QM0182
 QM0182.The modeled gravity was interpolated from observed gravity values.
 QM0182
 QM0182. The following values were computed from the NAD 83(1991) position.
 QM0182
 QM0182;                    North         East     Units Scale Factor Converg.
 QM0182;SPC WI N     -    50,631.942   639,508.156   MT  0.99999057   +0 21 55.6
 QM0182;SPC WI N     -   166,114.96  2,098,119.68   sFT  0.99999057   +0 21 55.6
 QM0182;SPC WI C     -   198,786.825   639,509.541   MT  1.00002531   +0 21 26.8
 QM0182;SPC WI C     -   652,186.44  2,098,124.22   sFT  1.00002531   +0 21 26.8
 QM0182;UTM  16      - 5,054,973.014   305,616.756   MT  1.00006457   -1 46 57.6
 QM0182
 QM0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0182!SPC WI N     -   0.99992786  x   0.99999057  =   0.99991843
 QM0182!SPC WI C     -   0.99992786  x   1.00002531  =   0.99995316
 QM0182!UTM  16      -   0.99992786  x   1.00006457  =   0.99999242
 QM0182
 QM0182:                Primary Azimuth Mark                     Grid Az
 QM0182:SPC WI N     -  FORD                                     088 04 22.0
 QM0182:SPC WI C     -  FORD                                     088 04 50.8
 QM0182:UTM  16      -  FORD                                     090 13 15.2
 QM0182
 QM0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0561654973(NAD 83)
 QM0182
 QM0182|---------------------------------------------------------------------|
 QM0182| PID    Reference Object                     Distance      Geod. Az  |
 QM0182|                                                           dddmmss.s |
 QM0182| QM0183 FORD                                APPROX. 1.1 KM 0882617.6 |
 QM0182|---------------------------------------------------------------------|
 QM0182
 QM0182                          SUPERSEDED SURVEY CONTROL
 QM0182
 QM0182  NAD 83(1986)-  45 37 15.90667(N)    089 29 36.28824(W) AD(       ) 1
 QM0182  NAD 27      -  45 37 16.06700(N)    089 29 35.80700(W) AD(       ) 1
 QM0182  USSD        -  45 37 16.22200(N)    089 29 35.63200(W) AD(       ) 3
 QM0182  NGVD 29 (??/??/92)  492.051  (m)         1614.34   (f) ADJ UNCH    1 2
 QM0182  NGVD 29             492.05   (m)         1614.3    (f) LEVELING    3  
 QM0182
 QM0182.Superseded values are not recommended for survey control.
 QM0182
 QM0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0182.See file dsdata.pdf to determine how the superseded data were derived.
 QM0182
 QM0182_MARKER: DS = TRIANGULATION STATION DISK
 QM0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0182_STAMPING: CUBA 1921
 QM0182_MARK LOGO: CGS
 QM0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0182+STABILITY: SURFACE MOTION
 QM0182
 QM0182  HISTORY     - Date     Condition        Report By
 QM0182  HISTORY     - 1921     MONUMENTED       CGS
 QM0182  HISTORY     - 1922     GOOD             CGS
 QM0182  HISTORY     - 1934     MARK NOT FOUND   CGS
 QM0182  HISTORY     - 1935     GOOD             WIGS
 QM0182  HISTORY     - 1952     MARK NOT FOUND   CGS
 QM0182  HISTORY     - 1964     MARK NOT FOUND   CGS
 QM0182  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0182
 QM0182                          STATION DESCRIPTION
 QM0182
 QM0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0182'STATION IS ABOUT 3-7/8 MILES W OF RHINELANDER, 160 METERS E
 QM0182'OF MILEPOST 212, 50 METERS W OF RAILROAD CULVERT 212 P, 25
 QM0182'METERS W OF E END OF FIRST CUT W OF SAID CULVERT, AND 8.93
 QM0182'METERS (29.30 FEET) N OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 QM0182'STE. MARIE RAILWAY.
 QM0182'
 QM0182'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0182'DISKS SET IN CONCRETE.
 QM0182'
 QM0182'REFERENCE MARK IS ON S SIDE OF RAILROAD.
 QM0182
 QM0182                          STATION RECOVERY (1922)
 QM0182
 QM0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 QM0182'3.3 MI E FROM WOODBORO.
 QM0182'ABOUT 3 7/8 MILES WEST OF RHINELANDER, 160 M. EAST OF MILEPOST
 QM0182'212, 50 METERS WEST OF R.R. CULVERT 212P., 25 METERS WEST OF
 QM0182'EAST END OF FIRST CUT WEST OF SAID CULVERT, AND 8.93 M.
 QM0182'(29.30 FT.) NORTH OF THE M.ST.P. AND S.STE.M.RY.
 QM0182
 QM0182                          STATION RECOVERY (1934)
 QM0182
 QM0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QM0182'MARK NOT FOUND.
 QM0182
 QM0182                          STATION RECOVERY (1935)
 QM0182
 QM0182'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0182'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 QM0182'IS ADEQUATE.
 QM0182
 QM0182                          STATION RECOVERY (1952)
 QM0182
 QM0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0182'STATION MARK AND THE REFERENCE MARK SEARCHED FOR BUT NOT LOCATED.
 QM0182
 QM0182                          STATION RECOVERY (1964)
 QM0182
 QM0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 QM0182'STATION MARK AND REFERENCE MARK SEARCHED FOR BUT NOT RECOVERED.
 QM0182
 QM0182                          STATION RECOVERY (1985)
 QM0182
 QM0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0182'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0863 ***********************************************************************
 NJ0863  DESIGNATION -  CUBA
 NJ0863  PID         -  NJ0863
 NJ0863  STATE/COUNTY-  WI/LAFAYETTE
 NJ0863  COUNTRY     -  US
 NJ0863  USGS QUAD   -  CUBA CITY (2018)
 NJ0863
 NJ0863                         *CURRENT SURVEY CONTROL
 NJ0863  ______________________________________________________________________
 NJ0863* NAD 83(1996) POSITION- 42 36 48.66868(N) 090 24 23.66205(W)   ADJUSTED
 NJ0863* NAVD 88 ORTHO HEIGHT -   313.    (meters)     1027.    (feet) SCALED
 NJ0863  ______________________________________________________________________
 NJ0863  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 NJ0863  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 NJ0863  HORZ ORDER      -  FIRST
 NJ0863
 NJ0863.The horizontal coordinates were established by classical geodetic methods
 NJ0863.and adjusted by the National Geodetic Survey in March 1999.
 NJ0863
 NJ0863.The orthometric height was scaled from a topographic map.
 NJ0863
 NJ0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0863.GEOID18 height accuracy estimate available here.
 NJ0863
 NJ0863.Click photographs - Photos may exist for this station.
 NJ0863
 NJ0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 NJ0863
 NJ0863. The following values were computed from the NAD 83(1996) position.
 NJ0863
 NJ0863;                    North         East     Units Scale Factor Converg.
 NJ0863;SPC WI S     -    68,238.601   566,639.891   MT  1.00002631   -0 16 45.7
 NJ0863;SPC WI S     -   223,879.48  1,859,051.04   sFT  1.00002631   -0 16 45.7
 NJ0863;UTM  15      - 4,721,158.743   712,712.170   MT  1.00015671   +1 45 23.5
 NJ0863
 NJ0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0863!SPC WI S     -   0.99995608  x   1.00002631  =   0.99998239
 NJ0863!UTM  15      -   0.99995608  x   1.00015671  =   1.00011279
 NJ0863
 NJ0863:                Primary Azimuth Mark                     Grid Az
 NJ0863:SPC WI S     -  CUBA AZ MK                               358 40 21.5
 NJ0863:UTM  15      -  CUBA AZ MK                               356 38 12.3
 NJ0863
 NJ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1271221158(NAD 83)
 NJ0863
 NJ0863|---------------------------------------------------------------------|
 NJ0863| PID    Reference Object                     Distance      Geod. Az  |
 NJ0863|                                                           dddmmss.s |
 NJ0863| CI8471 CUBA RM 3                            19.137 METERS 00023     |
 NJ0863| NJ0856 TRUMAN CH OF IMM CONC TOWER         APPROX.18.7 KM 0504821.1 |
 NJ0863| NJ0862 BENTON MUNICIPAL TANK               APPROX. 5.2 KM 1565309.5 |
 NJ0863| NJ0858 HAZEL GREEN ST FRANCIS CH           APPROX. 9.0 KM 1952525.2 |
 NJ0863| CI8469 CUBA RM 1                            22.549 METERS 22720     |
 NJ0863| NJ0936 SINSINAWA ST CLAIRS CONVENT         APPROX.15.1 KM 2282051.5 |
 NJ0863| NJ0931 SINSINAWA ST JOSEPHS CH SPIRE       APPROX.13.9 KM 2282641.0 |
 NJ0863| NJ0859 CUBA CITY MUNICIPAL TANK            APPROX. 2.0 KM 2464337.0 |
 NJ0863| NJ0860 CUBA CITY CHURCH SPIRE              APPROX. 2.2 KM 2532821.5 |
 NJ0863| CI8472 CUBA RM 4                            16.098 METERS 25936     |
 NJ0863| NJ0930 DICKEYSVILLE HOLY GHOST CHURCH      APPROX.15.5 KM 2754853.1 |
 NJ0863| NJ0948 TENNYSON CATH CH SPIRE              APPROX.24.1 KM 2905550.8 |
 NJ0863| CI8470 CUBA RM 2                            22.138 METERS 31331     |
 NJ0863| NJ0921 LANCASTER ST CLEMENTS CATH CH       APPROX.36.1 KM 3160833.2 |
 NJ0863| NJ0922 LANCASTER CO COURTHOUSE DOME        APPROX.36.0 KM 3162206.7 |
 NJ0863| NJ0871 PLATTEVILLE PIONEER S T C STK       APPROX.14.9 KM 3341007.2 |
 NJ0863| NJ0872 PLATTEVILLE WATER WORKS TANK        APPROX.15.0 KM 3355613.1 |
 NJ0863| NJ0869 PLATTEVILLE FIRST CONG CH           APPROX.14.8 KM 3363235.2 |
 NJ0863| NJ0870 PLATTEVILLE ST MARYS CH SPIRE       APPROX.14.9 KM 3364602.3 |
 NJ0863| NJ0867 PLATTEVILLE ST PAULS LUTH CH        APPROX.14.4 KM 3383424.5 |
 NJ0863| NJ0868 PLATTEVILLE RAD STA WSWW MAST       APPROX.15.7 KM 3391654.0 |
 NJ0863| CI8468 CUBA AZ MK                                         3582335.8 |
 NJ0863|---------------------------------------------------------------------|
 NJ0863
 NJ0863                          SUPERSEDED SURVEY CONTROL
 NJ0863
 NJ0863  NAD 83(1991)-  42 36 48.66570(N)    090 24 23.66530(W) AD(       ) 1
 NJ0863  NAD 83(1986)-  42 36 48.66397(N)    090 24 23.66698(W) AD(       ) 1
 NJ0863  NAD 27      -  42 36 48.66800(N)    090 24 23.20100(W) AD(       ) 1
 NJ0863
 NJ0863.Superseded values are not recommended for survey control.
 NJ0863
 NJ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0863.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0863
 NJ0863_MARKER: DS = TRIANGULATION STATION DISK
 NJ0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0863_STAMPING: CUBA 1935
 NJ0863_MARK LOGO: CGS
 NJ0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0863+STABILITY: SURFACE MOTION
 NJ0863
 NJ0863  HISTORY     - Date     Condition        Report By
 NJ0863  HISTORY     - 1935     MONUMENTED       CGS
 NJ0863  HISTORY     - 1951     GOOD             USGS
 NJ0863  HISTORY     - 1958     GOOD             CGS
 NJ0863  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0863
 NJ0863                          STATION DESCRIPTION
 NJ0863
 NJ0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0863'THIS STATION IS ABOUT 1-1/4 MILES EAST-NORTHEAST OF CUBA
 NJ0863'CITY.  IN THE SOUTHWEST 1/4 OF SEC. 29, T 2 N, R 1 E.  ON
 NJ0863'LAND OWNED BY JOHN HOPPENJAN AND OCCUPIED BY FRANK HOPPENJAN.
 NJ0863'AT THE WEST EDGE OF CULTIVATED FIELD IN EAST RIGHT-OF-WAY
 NJ0863'FENCE LINE OF COUNTY HIGHWAY H.  0.3 MILE NORTH OF GRAVEL
 NJ0863'CROSSROADS AT POINT WHERE H TURNS NORTH.  153 FEET NORTH
 NJ0863'OF FENCE CORNER AT SOUTHWEST CORNER OF FIELD.  49 FEET DIRECTLY
 NJ0863'EAST AND ACROSS ROAD FROM POWERLINE POLE.  25 FEET EAST
 NJ0863'OF CENTERLINE OF ROAD.  THE MARK PROJECTS 2 INCHES.
 NJ0863'
 NJ0863'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NJ0863'TABLETS SET IN CONCRETE.
 NJ0863'
 NJ0863'REFERENCE MARK NO. 1 IS SOUTHWEST AND ACROSS ROAD FROM STATION.
 NJ0863'1 FOOT EAST OF WEST RIGHT-OF-WAY FENCE LINE.  24 FEET WEST
 NJ0863'OF CENTERLINE OF ROAD.  THE MARK PROJECTS 1 INCH.  THE DISTANCE
 NJ0863'BETWEEN THE REFERENCE MARKS IS 100.19 FEET.
 NJ0863'
 NJ0863'THE AZIMUTH MARK IS NORTH OF THE STATION AT WEST SIDE OF
 NJ0863'COUNTY H.  24 FEET WEST OF CENTERLINE OF ROAD.  1 FOOT EAST
 NJ0863'OF WEST RIGHT-OF-WAY FENCE LINE.  AT TOP OF FIRST GRADE
 NJ0863'IN ROAD, NORTH OF STATION.  70 FEET NORTH OF POWERLINE POLE
 NJ0863'AND 60 FEET SOUTH OF ANOTHER POWERLINE POLE.  THE MARK IS
 NJ0863'FLUSH WITH THE GROUND.
 NJ0863'
 NJ0863'TO REACH THE STATION FROM THE JUNCTION OF WISCONSIN 80
 NJ0863'AND COUNTY H IN CUBA CITY GO EAST ON H 1.2 MILES TO JUNCTION
 NJ0863'WITH COUNTY J.  THENCE NORTH ON H 0.3 MILE TO STATION IN
 NJ0863'EAST RIGHT-OF-WAY FENCE LINE.
 NJ0863'
 NJ0863'AN 87-FOOT SIGNAL AT VINEGAR IS VISIBLE AT 14 FEET.
 NJ0863'
 NJ0863'A 74-FOOT SIGNAL AT SINSINAWA 1931 IS VISIBLE AT THE GROUND.
 NJ0863'
 NJ0863'A 47 FOOT SIGNAL AT SMELSER IS VISIBLE AT 10 FEET.
 NJ0863'
 NJ0863'A 47-FOOT SIGNAL AT DICKEYVILLE 1931 IS VISIBLE AT THE GROUND.
 NJ0863'
 NJ0863'A 100-FOOT SIGNAL AT PLATTEVILLE IS VISIBLE AT THE GROUND.
 NJ0863'
 NJ0863'A 74-FOOT SIGNAL AT HARKINS IS VISIBLE AT THE GROUND.
 NJ0863'
 NJ0863'A 74-FOOT SIGNAL AT CHARLES IS VISIBLE AT THE GROUND.
 NJ0863'
 NJ0863'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION AND ACROSS
 NJ0863'THE ROAD, 24 FEET WEST OF CENTERLINE OF THE ROAD, 1 FOOT
 NJ0863'EAST OF THE WEST RIGHT-OF-WAY FENCE.  IT PROJECTS 2 INCHES.
 NJ0863
 NJ0863                          STATION RECOVERY (1951)
 NJ0863
 NJ0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NJ0863'STATION FOUND IN GOOD CONDITION.  REFERENCE MARKS NO. 1
 NJ0863'AND NO. 2 HAVE BEEN DESTROYED.
 NJ0863
 NJ0863                          STATION RECOVERY (1958)
 NJ0863
 NJ0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0863'THE STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 NJ0863'CONDITION.  REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED.
 NJ0863'THE DIRECTION TO THE AZIMUTH MARK CHECKED.  THE REFERENCE
 NJ0863'POINTS CHECKED WITH THE EXCEPTION OF THE POWER POLES AT
 NJ0863'THE STATION AND AT THE AZIMUTH MARK.  THE POWERLINE HAS
 NJ0863'BEEN MOVED.  A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 NJ0863'
 NJ0863'THE STATION IS ABOUT 1-1/4 MILES EAST-NORTHEAST OF CUBA
 NJ0863'CITY, IN THE SOUTHWEST 1/4 OF SEC. 29, T-2-N, R-1-E, AND
 NJ0863'ON THE ROAD RIGHT-OF-WAY.  IT IS 155 FEET NORTH OF THE CENTER
 NJ0863'OF A FIELD ENTRANCE, 108 FEET NORTHEAST OF A POWER POLE, 25 FEET
 NJ0863'EAST OF THE CENTERLINE OF COUNTY HIGHWAY H, 2 FEET NORTH OF A
 NJ0863'WHITE WITNESS POST AND 6 INCHES WEST OF A WIRE FENCE.  THE
 NJ0863'MONUMENT IS FLUSH AND THE DISK IS STAMPED CUBA 1935.
 NJ0863'
 NJ0863'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 NJ0863'80 AND COUNTY HIGHWAY H IN THE NORTH EDGE OF CUBA CITY, GO
 NJ0863'EAST ON HIGHWAY H FOR 1.15 MILES TO A CROSSROAD.  TURN LEFT
 NJ0863'AND GO NORTH, STAYING ON HIGHWAY H, FOR 0.3 MILE TO THE
 NJ0863'STATION ON THE RIGHT.
 NJ0863'
 NJ0863'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NJ0863'HIGHWAY H FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NJ0863'
 NJ0863'REFERENCE MARK 3 IS 68 FEET SOUTHEAST OF A POWER POLE, 25
 NJ0863'FEET EAST OF THE CENTERLINE OF HIGHWAY H AND 6 INCHES WEST
 NJ0863'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0863'STAMPED CUBA NO 3 1935.
 NJ0863'
 NJ0863'REFERENCE MARK 4 IS 82 FEET NORTH OF A POWER POLE, 27 FEET
 NJ0863'WEST OF THE CENTERLINE OF HIGHWAY H AND 6 INCHES EAST OF
 NJ0863'A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0863'CUBA NO 4 1935.
 NJ0863'
 NJ0863'THE AZIMUTH MARK IS 78 FEET NORTH OF POWER POLE NO. 365,
 NJ0863'51 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE, 26 FEET
 NJ0863'WEST OF THE CENTERLINE OF HIGHWAY H, 2 FEET SOUTH OF A WHITE
 NJ0863'WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT
 NJ0863'IS 2 INCHES BELOW THE GROUND SURFACE AND THE DISK IS STAMPED
 NJ0863'CUBA 1935.
 NJ0863'
 NJ0863'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NJ0863
 NJ0863                          STATION RECOVERY (1998)
 NJ0863
 NJ0863'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0863'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0025 ***********************************************************************
 NJ0025  DESIGNATION -  CUBA CITY
 NJ0025  PID         -  NJ0025
 NJ0025  STATE/COUNTY-  WI/GRANT
 NJ0025  COUNTRY     -  US
 NJ0025  USGS QUAD   -  CUBA CITY (2018)
 NJ0025
 NJ0025                         *CURRENT SURVEY CONTROL
 NJ0025  ______________________________________________________________________
 NJ0025* NAD 83(1986) POSITION- 42 36 19.88   (N) 090 25 46.32   (W)   HD_HELD1
 NJ0025* NAVD 88 ORTHO HEIGHT -   308.383 (meters)     1011.75  (feet) ADJUSTED
 NJ0025  ______________________________________________________________________
 NJ0025  GEOID HEIGHT    -        -32.872 (meters)                     GEOID18
 NJ0025  DYNAMIC HEIGHT  -        308.286 (meters)     1011.44  (feet) COMP
 NJ0025  MODELED GRAVITY -    980,298.6   (mgal)                       NAVD 88
 NJ0025
 NJ0025  VERT ORDER      -  SECOND    CLASS I
 NJ0025
 NJ0025.The horizontal coordinates were determined by differentially corrected
 NJ0025.hand held GPS observations or other comparable positioning techniques
 NJ0025.and have an estimated accuracy of +/- 3 meters.
 NJ0025
 NJ0025.The orthometric height was determined by differential leveling and
 NJ0025.adjusted by the WI DEPT OF TRANSP
 NJ0025.in May 2012.
 NJ0025
 NJ0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0025.GEOID18 height accuracy estimate available here.
 NJ0025
 NJ0025.Click photographs - Photos may exist for this station.
 NJ0025
 NJ0025.The dynamic height is computed by dividing the NAVD 88
 NJ0025.geopotential number by the normal gravity value computed on the
 NJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0025.degrees latitude (g = 980.6199 gals.).
 NJ0025
 NJ0025.The modeled gravity was interpolated from observed gravity values.
 NJ0025
 NJ0025;                    North         East    Units  Estimated Accuracy
 NJ0025;SPC WI S     -    67,359.7     564,751.4     MT  (+/- 3 meters HH1 GPS) 
 NJ0025
 NJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1085520213(NAD 83)
 NJ0025
 NJ0025                          SUPERSEDED SURVEY CONTROL
 NJ0025
 NJ0025  NAVD 88 (04/20/07)  308.378  (m)         1011.74   (f) SUPERSEDED  2 1
 NJ0025  NAVD 88 (06/15/91)  308.409  (m)         1011.84   (f) SUPERSEDED  2 0
 NJ0025  NGVD 29 (??/??/92)  308.470  (m)         1012.04   (f) ADJ UNCH    2 0
 NJ0025
 NJ0025.Superseded values are not recommended for survey control.
 NJ0025
 NJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0025.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0025
 NJ0025_MARKER: DB = BENCH MARK DISK
 NJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0025_STAMPING: CUBA CITY 1934
 NJ0025_MARK LOGO: CGS
 NJ0025_PROJECTION: PROJECTING 3 CENTIMETERS
 NJ0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0025+STABILITY: SURFACE MOTION
 NJ0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0025+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 NJ0025
 NJ0025  HISTORY     - Date     Condition        Report By
 NJ0025  HISTORY     - 1934     MONUMENTED       CGS
 NJ0025  HISTORY     - 1982     GOOD             LOCENG
 NJ0025  HISTORY     - 19980831 GOOD             USPSQD
 NJ0025  HISTORY     - 20020730 POOR             WIDT
 NJ0025  HISTORY     - 20071017 POOR             WIDT
 NJ0025
 NJ0025                          STATION DESCRIPTION
 NJ0025
 NJ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0025'AT CUBA CITY.
 NJ0025'AT CUBA CITY, GRANT COUNTY, AT THE SOUTHWEST CORNER OF THE CITY
 NJ0025'PARK, AND ABOUT 3 INCHES EAST OF THE SIDEWALK.  A STANDARD
 NJ0025'DISK, STAMPED CUBA CITY 1934 AND SET IN THE TOP OF A CONCRETE
 NJ0025'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NJ0025
 NJ0025                          STATION RECOVERY (1982)
 NJ0025
 NJ0025'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NJ0025'RECOVERED IN GOOD CONDITION.
 NJ0025
 NJ0025                          STATION RECOVERY (1998)
 NJ0025
 NJ0025'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0025'RECOVERED IN GOOD CONDITION.
 NJ0025
 NJ0025                          STATION RECOVERY (2002)
 NJ0025
 NJ0025'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 NJ0025'OWNERSHIP--CITY OF CUBA CITY.  THE STATION IS LOCATED IN THE SOUTHWEST
 NJ0025'CORNER OF THE CITY PARK AT THE INTERSECTION OF WASHINGTON STREET WITH
 NJ0025'WEBSTER STREET.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 NJ0025'BENCH MARK DISK SET IN THE TOP OF A 31-CM SQUARE CONCRETE POST
 NJ0025'PROJECTING 3-CM ABOVE THE GROUND AND ABOUT 0.2 M (0.7 FT) ABOVE THE
 NJ0025'STREET PAVEMENT.  THE STATION IS 9.1 M (29.9 FT) EAST OF THE
 NJ0025'CENTERLINE OF WASHINGTON STREET, 0.3 M (1.0 FT) EAST OF THE EAST EDGE
 NJ0025'OF THE CONCRETE SIDEWALK, 0.5 M (1.6 FT) EAST OF THE WEST EDGE OF THE
 NJ0025'CONCRETE SIDEWALK, 5.4 WEST OF THE CENTER OF A 0.6 M (2.0 FT) DIAMETER
 NJ0025'MAPLE TREE AND 11.2 M (36.7 FT) NORTH OF THE CENTERLINE OF WEBSTER
 NJ0025'STREET.---NOTE 1---DISK MOVES APPROXIMATELY 1/16 INCHES (0 CM) IN ALL
 NJ0025'DIRECTIONS AND APPEARS TO HAVE BEEN HIT BY A MOWER NUMEROUS
 NJ0025'TIMES.---NOTE 2---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN
 NJ0025'ALL QUADRANTS EXTENDING TO 80 DEGREES ABOVE THE HORIZON.
 NJ0025
 NJ0025                          STATION RECOVERY (2007)
 NJ0025
 NJ0025'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 NJ0025'RECOVERED IN POOR CONDITION.  NOTE-- THE STATION IS IN THE GRASSY
 NJ0025'ANGLE FORMED BY A NORTH-SOUTH SIDEWALK WITH A SIDEWALK LEADING
 NJ0025'NORTHEAST TOWARD THE CENTER OF THE PARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DH4970 ***********************************************************************
 DH4970  DESIGNATION -  CUBA CITY GPS
 DH4970  PID         -  DH4970
 DH4970  STATE/COUNTY-  WI/GRANT
 DH4970  COUNTRY     -  US
 DH4970  USGS QUAD   -  CUBA CITY (2018)
 DH4970
 DH4970                         *CURRENT SURVEY CONTROL
 DH4970  ______________________________________________________________________
 DH4970* NAD 83(2011) POSITION- 42 36 27.19778(N) 090 29 06.03709(W)   ADJUSTED
 DH4970* NAD 83(2011) ELLIP HT-   271.165 (meters)        (06/27/12)   ADJUSTED
 DH4970* NAD 83(2011) EPOCH   -  2010.00
 DH4970* NAVD 88 ORTHO HEIGHT -   303.994 (meters)      997.35  (feet) ADJUSTED
 DH4970  ______________________________________________________________________
 DH4970  GEOID HEIGHT    -        -32.824 (meters)                     GEOID18
 DH4970  NAD 83(2011) X  -    -39,800.185 (meters)                     COMP
 DH4970  NAD 83(2011) Y  - -4,701,607.610 (meters)                     COMP
 DH4970  NAD 83(2011) Z  -  4,295,699.443 (meters)                     COMP
 DH4970  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 DH4970  DYNAMIC HEIGHT  -        303.898 (meters)      997.04  (feet) COMP
 DH4970  MODELED GRAVITY -    980,297.8   (mgal)                       NAVD 88
 DH4970
 DH4970  VERT ORDER      -  SECOND    CLASS I
 DH4970
 DH4970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4970  Standards:
 DH4970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4970  -------------------------------------------------------------------
 DH4970  NETWORK    0.26   0.39           0.12   0.09   0.20      0.04764597
 DH4970  -------------------------------------------------------------------
 DH4970  Click here for local accuracies and other accuracy information.
 DH4970
 DH4970.The horizontal coordinates were established by GPS observations
 DH4970.and adjusted by the National Geodetic Survey in June 2012.
 DH4970
 DH4970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4970.been affixed to the stable North American tectonic plate. See 
 DH4970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4970
 DH4970.The horizontal coordinates are valid at the epoch date displayed above
 DH4970.which is a decimal equivalence of Year/Month/Day.
 DH4970
 DH4970.The orthometric height was determined by differential leveling and
 DH4970.adjusted by the WI DEPT OF TRANSP
 DH4970.in May 2012.
 DH4970
 DH4970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4970.GEOID18 height accuracy estimate available here.
 DH4970
 DH4970.Click photographs - Photos may exist for this station.
 DH4970
 DH4970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4970
 DH4970.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4970
 DH4970.The ellipsoidal height was determined by GPS observations
 DH4970.and is referenced to NAD 83.
 DH4970
 DH4970.The dynamic height is computed by dividing the NAVD 88
 DH4970.geopotential number by the normal gravity value computed on the
 DH4970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4970.degrees latitude (g = 980.6199 gals.).
 DH4970
 DH4970.The modeled gravity was interpolated from observed gravity values.
 DH4970
 DH4970. The following values were computed from the NAD 83(2011) position.
 DH4970
 DH4970;                    North         East     Units Scale Factor Converg.
 DH4970;SPC WI S     -    67,610.474   560,200.150   MT  1.00002773   -0 19 59.7
 DH4970;SPC WI S     -   221,818.70  1,837,923.33   sFT  1.00002773   -0 19 59.7
 DH4970;UTM  15      - 4,720,302.110   706,298.088   MT  1.00012364   +1 42 11.4
 DH4970
 DH4970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4970!SPC WI S     -   0.99995747  x   1.00002773  =   0.99998520
 DH4970!UTM  15      -   0.99995747  x   1.00012364  =   1.00008111
 DH4970
 DH4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0629820302(NAD 83)
 DH4970
 DH4970                          SUPERSEDED SURVEY CONTROL
 DH4970
 DH4970  NAD 83(2007)-  42 36 27.19781(N)    090 29 06.03797(W) AD(2002.00) 0
 DH4970  ELLIP H (02/10/07)  271.197  (m)                       GP(2002.00)    
 DH4970  NAD 83(1997)-  42 36 27.19763(N)    090 29 06.03812(W) AD(       ) B
 DH4970  ELLIP H (08/01/05)  271.205  (m)                       GP(       ) 4 1
 DH4970  NAVD 88             303.99   (m)          997.3    (f) LEVELING    3  
 DH4970  NAVD 88 (04/20/07)  303.990  (m)          997.34   (f) SUPERSEDED  2 1
 DH4970
 DH4970.Superseded values are not recommended for survey control.
 DH4970
 DH4970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4970.See file dsdata.pdf to determine how the superseded data were derived.
 DH4970
 DH4970_MARKER: DD = SURVEY DISK
 DH4970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4970_STAMPING: CUBA CITY GPS 20004
 DH4970_MARK LOGO: WIDT
 DH4970_PROJECTION: FLUSH
 DH4970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4970+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 DH4970
 DH4970  HISTORY     - Date     Condition        Report By
 DH4970  HISTORY     - 2003     MONUMENTED       WIDT
 DH4970  HISTORY     - 20040816 GOOD             WIDT
 DH4970  HISTORY     - 20051228 GOOD             WIDT
 DH4970  HISTORY     - 20071023 GOOD             WIDT
 DH4970
 DH4970                          STATION DESCRIPTION
 DH4970
 DH4970'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH4970'OWNERSHIP--TOWNSHIP OF SMELSER.  TO REACH THE STATION FROM THE
 DH4970'JUNCTION OF COUNTY  HIGHWAY H WITH COUNTY HIGHWAY D NORTH AND CENTER
 DH4970'ROAD ABOUT 3 MI WEST OF THE CITY OF  CUBA CITY, GO SOUTH ON CENTER
 DH4970'ROAD FOR 0.1 MI TO THE STATION ON THE RIGHT.  THE STATION IS  A BRONZE
 DH4970'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH4970'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DH4970'THE ROAD  PAVEMENT.  THE STATION IS 9.2 M WEST OF THE CENTERLINE OF
 DH4970'CENTER ROAD, 21.7 M NORTHWEST  OF A WOOD POST FOR A --STOP AHEAD--
 DH4970'SIGN, 15 M NORTH OF THE CENTERLINE OF A FIELD  ENTRANCE, 9 M NORTH OF
 DH4970'TELEPHONE POLE --WCC TMC 6103--, 7 M EAST OF A CULTIVATED FIELD, 1.0
 DH4970'M EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M SOUTHWEST OF AN
 DH4970'ORANGE 4X4 PLASTIC  WITNESS POST AND 1.0 M NORTHWEST OF AN ORANGE 4X4
 DH4970'PLASTIC WITNESS POST.  ---NOTE---THIS  STATION HAS NO VISIBLE
 DH4970'OBSTRUCTIONS EXTENDING 15 DEGREES ABOVE THE HORIZON.
 DH4970
 DH4970                          STATION RECOVERY (2004)
 DH4970
 DH4970'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4970'RECOVERED AS DESCRIBED.
 DH4970
 DH4970                          STATION RECOVERY (2005)
 DH4970
 DH4970'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4970'RECOVERED AS DESCRIBED.
 DH4970
 DH4970                          STATION RECOVERY (2007)
 DH4970
 DH4970'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 DH4970'RECOVERED IN GOOD CONDITION.  ---NOTE--- THERE ARE NO VISIBLE
 DH4970'OBSTRUCTIONS AT THIS STATION EXCEPT FOR A POWER POLE TO THE SOUTH
 DH4970'EXTENDING TO 50 DEGREES ABOVE THE HORIZON AND POWER LINES OVERHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NJ0991 ***********************************************************************
 NJ0991  HT_MOD      -  This is a Height Modernization Survey Station.
 NJ0991  DESIGNATION -  CUBA RESET
 NJ0991  PID         -  NJ0991
 NJ0991  STATE/COUNTY-  WI/LAFAYETTE
 NJ0991  COUNTRY     -  US
 NJ0991  USGS QUAD   -  CUBA CITY (2018)
 NJ0991
 NJ0991                         *CURRENT SURVEY CONTROL
 NJ0991  ______________________________________________________________________
 NJ0991* NAD 83(2011) POSITION- 42 36 48.37458(N) 090 24 23.57026(W)   ADJUSTED
 NJ0991* NAD 83(2011) ELLIP HT-   280.774 (meters)        (04/09/24)   ADJUSTED
 NJ0991* NAD 83(2011) EPOCH   -  2010.00
 NJ0991* NAVD 88 ORTHO HEIGHT -   313.66  (meters)     1029.1   (feet) GPS OBS
 NJ0991  ______________________________________________________________________
 NJ0991  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 NJ0991  NAD 83(2011) X  -    -33,358.501 (meters)                     COMP
 NJ0991  NAD 83(2011) Y  - -4,701,222.375 (meters)                     COMP
 NJ0991  NAD 83(2011) Z  -  4,296,186.892 (meters)                     COMP
 NJ0991  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 NJ0991
 NJ0991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NJ0991  Standards:
 NJ0991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NJ0991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NJ0991  -------------------------------------------------------------------
 NJ0991  NETWORK    0.36   0.57           0.16   0.13   0.29      0.01254146
 NJ0991  -------------------------------------------------------------------
 NJ0991  Click here for local accuracies and other accuracy information.
 NJ0991
 NJ0991.The horizontal coordinates were established by GPS observations
 NJ0991.and adjusted by the WI DEPT OF TRANSP in April 2024.
 NJ0991
 NJ0991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NJ0991.been affixed to the stable North American tectonic plate. See 
 NJ0991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NJ0991
 NJ0991.The horizontal coordinates are valid at the epoch date displayed above
 NJ0991.which is a decimal equivalence of Year/Month/Day.
 NJ0991
 NJ0991.The orthometric height was determined by GPS observations and a
 NJ0991.high-resolution geoid model using precise GPS observation and
 NJ0991.processing techniques.
 NJ0991
 NJ0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 NJ0991.GEOID18 height accuracy estimate available here.
 NJ0991
 NJ0991.Click photographs - Photos may exist for this station.
 NJ0991
 NJ0991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0991
 NJ0991.The Laplace correction was computed from DEFLEC18 derived deflections.
 NJ0991
 NJ0991.The ellipsoidal height was determined by GPS observations
 NJ0991.and is referenced to NAD 83.
 NJ0991
 NJ0991. The following values were computed from the NAD 83(2011) position.
 NJ0991
 NJ0991;                    North         East     Units Scale Factor Converg.
 NJ0991;SPC WI S     -    68,229.516   566,641.939   MT  1.00002633   -0 16 45.6
 NJ0991;SPC WI S     -   223,849.67  1,859,057.76   sFT  1.00002633   -0 16 45.6
 NJ0991;UTM  15      - 4,721,149.735   712,714.540   MT  1.00015672   +1 45 23.6
 NJ0991
 NJ0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0991!SPC WI S     -   0.99995597  x   1.00002633  =   0.99998230
 NJ0991!UTM  15      -   0.99995597  x   1.00015672  =   1.00011268
 NJ0991
 NJ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1271421149(NAD 83)
 NJ0991
 NJ0991                          SUPERSEDED SURVEY CONTROL
 NJ0991
 NJ0991  NAD 83(2011)-  42 36 48.37420(N)    090 24 23.57003(W) AD(2010.00) 0
 NJ0991  ELLIP H (06/27/12)  280.788  (m)                       GP(2010.00)    
 NJ0991  NAD 83(2007)-  42 36 48.37423(N)    090 24 23.57095(W) AD(2002.00) 0
 NJ0991  ELLIP H (02/10/07)  280.819  (m)                       GP(2002.00)    
 NJ0991  NAD 83(1997)-  42 36 48.37418(N)    090 24 23.57119(W) AD(       ) B
 NJ0991  ELLIP H (05/03/99)  280.823  (m)                       GP(       ) 3 2
 NJ0991  NAD 83(1991)-  42 36 48.37305(N)    090 24 23.56899(W) AD(       ) B
 NJ0991  ELLIP H (06/11/91)  280.943  (m)                       GP(       ) 4 1
 NJ0991  NAVD 88 (08/25/97)  313.7    (m)  GEOID96  model used  GPS OBS        
 NJ0991  NGVD 29 (06/11/91)  313.8    (m)  UNKNOWN  model used  GPS OBS        
 NJ0991
 NJ0991.Superseded values are not recommended for survey control.
 NJ0991
 NJ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0991.See file dsdata.pdf to determine how the superseded data were derived.
 NJ0991
 NJ0991_MARKER: DS = TRIANGULATION STATION DISK
 NJ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0991_STAMPING: CUBA 1935 RESET
 NJ0991_MARK LOGO: CGS
 NJ0991_PROJECTION: RECESSED 10 CENTIMETERS
 NJ0991_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0991+STABILITY: SURFACE MOTION
 NJ0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0991+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 NJ0991
 NJ0991  HISTORY     - Date     Condition        Report By
 NJ0991  HISTORY     - UNK      MONUMENTED       CGS
 NJ0991  HISTORY     - 19900816 GOOD             AEROS
 NJ0991  HISTORY     - 19961210 GOOD             NGS
 NJ0991  HISTORY     - 19981118 GOOD             USPSQD
 NJ0991  HISTORY     - 20070925 GOOD             WIDT
 NJ0991  HISTORY     - 20231207 GOOD             DJHENK
 NJ0991
 NJ0991                          STATION DESCRIPTION
 NJ0991
 NJ0991'DESCRIBED BY AERO SERVICE CORPORATION 1990
 NJ0991'THIS STATION LOCATION HAS BEEN DISTURBED, RECOVERY NOTE DESCRIBES RM.3
 NJ0991'AS BEING 19.13 M (62.8 FT) NORTH FROM THE STATION, FIELD CHECK AT TIME
 NJ0991'OF OCCUPATION SHOWED THAT RM.3 IS 1.83 M (6.0 FT) NORTH FROM THE
 NJ0991'STATION AND THE PROCESSED VALUES FOR THIS STATION YIELD THIS
 NJ0991'DIFFERENCE.
 NJ0991'THE STATION IS ABOUT 1-1/4 MILES EAST-NORTHEAST OF CUBA
 NJ0991'CITY, IN THE SOUTHWEST 1/4 OF SEC. 29, T-2-N, R-1-E, AND
 NJ0991'ON THE ROAD RIGHT-OF-WAY.
 NJ0991'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 NJ0991'80 AND COUNTY HIGHWAY H IN THE NORTH EDGE OF CUBA CITY, GO
 NJ0991'EAST ON HIGHWAY H FOR 1.15 MILES TO A CROSSROAD.  TURN LEFT
 NJ0991'AND GO NORTH, STAYING ON HIGHWAY H, FOR 0.3 MILE TO THE
 NJ0991'STATION ON THE RIGHT.
 NJ0991'THE STATION IS LOCATED 1.83 M (6.0 FT) NORTH FROM REFERENCE MARK NO.3,
 NJ0991'27.52 M (90.3 FT) NORTHEAST FROM THE CENTER OF POWER POLE NO.51/15,
 NJ0991'27.52 M (90.3 FT) NORTHEAST FROM POWER POLE NO.51/15, 9.75 M
 NJ0991'(32.0 FT) EAST FROM THE CENTER-LINE OF COUNTY ROAD H.
 NJ0991
 NJ0991                          STATION RECOVERY (1996)
 NJ0991
 NJ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 NJ0991'RECOVERED AS DESCRIBED.
 NJ0991
 NJ0991                          STATION RECOVERY (1998)
 NJ0991
 NJ0991'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0991'RECOVERED IN GOOD CONDITION.
 NJ0991
 NJ0991                          STATION RECOVERY (2007)
 NJ0991
 NJ0991'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (DRB)
 NJ0991'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.23 MILE NORTH OF
 NJ0991'THE JUNCTION OF COUNTY HIGHWAY H WEST AND NORTH, COUNTY HIGHWAY J
 NJ0991'SOUTH, AND CRABTREE CORNER ROAD EAST, 44.0 M SOUTHEAST OF POWER POLE
 NJ0991'--2-1-30 51/17--, 27.5 M NORTHEAST OF POWER POLE --2-1-30 51/15--, 1.8
 NJ0991'M SOUTH OF A WHITE PLASTIC WITNESS POST, 1.4 M SOUTH OF A METAL
 NJ0991'WITNESS POST, AND 1.1 M SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 NJ0991'---NOTE1--- THE DISK IS STAMPED --CUBA 1953 RESET--.  ---NOTE2--- THE
 NJ0991'MONUMENT IS RECESSED 13 CM BELOW GROUND LEVEL.
 NJ0991
 NJ0991                          STATION RECOVERY (2023)
 NJ0991
 NJ0991'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2023 (DJH)
 NJ0991'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 NG0666 ***********************************************************************
 NG0666  DESIGNATION -  CUDAHY
 NG0666  PID         -  NG0666
 NG0666  STATE/COUNTY-  WI/MILWAUKEE
 NG0666  COUNTRY     -  US
 NG0666  USGS QUAD   -  SOUTH MILWAUKEE (2018)
 NG0666
 NG0666                         *CURRENT SURVEY CONTROL
 NG0666  ______________________________________________________________________
 NG0666* NAD 83(1997) POSITION- 42 56 51.29907(N) 087 50 44.95764(W)   ADJUSTED
 NG0666* NAVD 88 ORTHO HEIGHT -   207.    (meters)      679.    (feet) SCALED
 NG0666  ______________________________________________________________________
 NG0666  GEOID HEIGHT    -        -35.079 (meters)                     GEOID18
 NG0666  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 NG0666  HORZ ORDER      -  SECOND
 NG0666
 NG0666.The horizontal coordinates were established by classical geodetic methods
 NG0666.and adjusted by the National Geodetic Survey in October 1999.
 NG0666
 NG0666.The orthometric height was scaled from a topographic map.
 NG0666
 NG0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 NG0666.GEOID18 height accuracy estimate available here.
 NG0666
 NG0666.Click photographs - Photos may exist for this station.
 NG0666
 NG0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 NG0666
 NG0666. The following values were computed from the NAD 83(1997) position.
 NG0666
 NG0666;                    North         East     Units Scale Factor Converg.
 NG0666;SPC WI S     -   107,538.224   775,777.100   MT  0.99996370   +1 28 48.5
 NG0666;SPC WI S     -   352,814.99  2,545,195.37   sFT  0.99996370   +1 28 48.5
 NG0666;UTM  16      - 4,755,341.029   430,999.720   MT  0.99965857   -0 34 34.7
 NG0666
 NG0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0666!SPC WI S     -   0.99997305  x   0.99996370  =   0.99993675
 NG0666!UTM  16      -   0.99997305  x   0.99965857  =   0.99963163
 NG0666
 NG0666:                Primary Azimuth Mark                     Grid Az
 NG0666:SPC WI S     -  S MILWAUKEE MUNICIPAL TANK               200 10 22.1
 NG0666:UTM  16      -  S MILWAUKEE MUNICIPAL TANK               202 13 45.3
 NG0666
 NG0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3099955341(NAD 83)
 NG0666
 NG0666|---------------------------------------------------------------------|
 NG0666| PID    Reference Object                     Distance      Geod. Az  |
 NG0666|                                                           dddmmss.s |
 NG0666| CI8481 CUDAHY RM 1                          21.858 METERS 09140     |
 NG0666| CI8482 CUDAHY RM 2                          24.477 METERS 19444     |
 NG0666| NG0672 S MILWAUKEE BUCYRUS ERIE CO TK      APPROX. 4.1 KM 1984755.9 |
 NG0666| NG0670 S MILWAUKEE MUNICIPAL TANK          APPROX. 4.4 KM 2013910.6 |
 NG0666| NG0698 LAKE ST STEPHENS CATHOLIC CH        APPROX. 5.2 KM 2574253.2 |
 NG0666| NG0688 LAKE ST JOHNS EVAN LUTHERAN CH      APPROX. 5.3 KM 2641302.1 |
 NG0666| NG0674 S MILWAUKEE LADISH CO TALL STK      APPROX. 1.2 KM 2645843.5 |
 NG0666| NG0700 LAKE MITCHELL FIELD APT BEACON      APPROX. 4.4 KM 2862023.2 |
 NG0666| NG0695 LAKE CITY HALL TOWER                APPROX. 6.6 KM 2941011.1 |
 NG0666| NG0673 CUDAHY MUNICIPAL TANK               APPROX. 1.6 KM 3043948.0 |
 NG0666| OL0397 MILWAUKEE ST JOSEPHAT BAS DOME      APPROX. 8.5 KM 3153257.2 |
 NG0666| CI8480 CUDAHY AZ MK                                       3232537.8 |
 NG0666| OL0390 MILWAUKEE A BRADLEY CO CLKTWR       APPROX. 9.5 KM 3253202.2 |
 NG0666| OL0401 MILWAUKEE WIS TOWER BLDG TOWER      APPROX.11.8 KM 3292939.6 |
 NG0666| NG0669 CUDAHY LAKESIDE POWER PLANT LARGE S APPROX. 3.3 KM 3445450.3 |
 NG0666|---------------------------------------------------------------------|
 NG0666
 NG0666                          SUPERSEDED SURVEY CONTROL
 NG0666
 NG0666  NAD 83(1991)-  42 56 51.30111(N)    087 50 44.95750(W) AD(       ) 2
 NG0666  NAD 83(1986)-  42 56 51.28824(N)    087 50 44.97097(W) AD(       ) 2
 NG0666  NAD 27      -  42 56 51.22600(N)    087 50 44.67700(W) AD(       ) 2
 NG0666
 NG0666.Superseded values are not recommended for survey control.
 NG0666
 NG0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0666.See file dsdata.pdf to determine how the superseded data were derived.
 NG0666
 NG0666_MARKER: DS = TRIANGULATION STATION DISK
 NG0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0666_STAMPING: CUDAHY 1953
 NG0666_MARK LOGO: CGS
 NG0666_PROJECTION: FLUSH
 NG0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0666+STABILITY: SURFACE MOTION
 NG0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0666+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2009
 NG0666
 NG0666  HISTORY     - Date     Condition        Report By
 NG0666  HISTORY     - 1953     MONUMENTED       CGS
 NG0666  HISTORY     - 1971     GOOD             NGS
 NG0666  HISTORY     - 1975     GOOD             NGS
 NG0666  HISTORY     - 1980     GOOD             LOCENG
 NG0666  HISTORY     - 20011010 GOOD             USPSQD
 NG0666  HISTORY     - 20060707 GOOD             GEOCAC
 NG0666  HISTORY     - 20090322 GOOD             INDIV
 NG0666
 NG0666                          STATION DESCRIPTION
 NG0666
 NG0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0666'THE STATION IS LOCATED IN THE EATON TRACK VETERANS HOUSING PROJECT IN
 NG0666'THE SOUTHEAST EDGE OF CUDAHY, ABOUT 1/2 MILE WEST OF THE WEST SHORE OF
 NG0666'LAKE MICHIGAN.
 NG0666'
 NG0666'THE MARK IS IN THE CENTER OF A CIRCULAR PLOT OF LAWN AT THE NORTHEAST
 NG0666'END OF SAWYER ROAD, 50 FEET WEST OF HOUSE NO. 153 AND 37 FEET SOUTH OF
 NG0666'THE CURB AT THE NORTH SIDE OF THE CIRCULAR DRIVE.  IT IS FLUSH AND THE
 NG0666'DISK IS STAMPED CUDAHY 1953.
 NG0666'
 NG0666'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE CURB AT THE EAST EDGE OF
 NG0666'THE ROAD AND 12 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NO.
 NG0666'153.  IT IS FLUSH AND THE DISK IS STAMPED CUDAHY NO 1 1953.
 NG0666'
 NG0666'REFERENCE MARK NO. 2 IS 15 FEET WEST OF THE CENTER OF THE ROAD AND 1
 NG0666'FOOT EAST OF THE EAST EDGE OF A SIDEWALK.  IT IS FLUSH AND THE DISK IS
 NG0666'STAMPED CUDAHY NO 2 1953.
 NG0666'
 NG0666'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF EAST PULASKI AVENUE, 5
 NG0666'FEET EAST OF A POWER POLE AND 3 FEET WEST OF A WHITE WITNESS POST.  IT
 NG0666'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CUDAHY 1953.
 NG0666'
 NG0666'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST AND WEST ON
 NG0666'SAWYER ROAD FOR 0.2 MILE TO THE INTERSECTION OF SOUTH LAKE DRIVE
 NG0666'(STATE HIGHWAY 32).  TURN RIGHT AND GO NORTH ON SOUTH LAKE DRIVE FOR
 NG0666'0.3 MILE TO THE INTERSECTION OF EAST PULASKI AVENUE.  TURN RIGHT AND
 NG0666'GO EAST ON THE AVENUE FOR 0.05 MILE TO THE MARK ON THE RIGHT AS
 NG0666'DESCRIBED.
 NG0666'
 NG0666'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NG0666
 NG0666                          STATION RECOVERY (1971)
 NG0666
 NG0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 NG0666'THE STATION IS LOCATED NEAR CUDAHY, ABOUT 1/8 MILE WEST OF THE SHORE
 NG0666'OF LAKE MICHIGAN, ON THE PROPERTY OF WARINMONT GOLF CLUB.  IT IS ABOUT
 NG0666'300 FEET WEST OF THE CUDAHY GUN CLUB, ABOUT 100 FEET EAST OF GREEN NO.
 NG0666'2.  IT IS FLUSH AND THE DISK IS STAMPED CUDAHY 1953.
 NG0666'
 NG0666'REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR.
 NG0666
 NG0666                          STATION RECOVERY (1975)
 NG0666
 NG0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 NG0666'STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND
 NG0666'FOUND TO BE IN GOOD CONDITION.
 NG0666'
 NG0666'THE STATION IS NOW ON THE WARNIMONT GOLF COURSE, 0.1 MILE SOUTH OF THE
 NG0666'GOLF COURSE MAINTENANCE BUILDINGS, ON HIGHEST HILL, 17 PACES EAST OF
 NG0666'NO. 2 GREEN, 17 PACES SOUTH OF A SMALL LONE OAK TREE AND IS FLUSH.
 NG0666'
 NG0666'TO REACH FROM THE INTERSECTION OF S. LAKE DR. AND PULASKI AVE IN
 NG0666'CUDAHY, GO EAST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NG0666'CONTINUE EAST AND SOUTHEAST FOR 0.3 MILE TO THE GOLF COURSE
 NG0666'MAINTENANCE BUILDING.  PASS AROUND TO THE EAST SIDE OF THIS BUILDING
 NG0666'AND GO SOUTH FOR 0.1 MILE TO TOP OF LOW HILL AND STATION.
 NG0666'
 NG0666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - CUDAHY.
 NG0666
 NG0666                          STATION RECOVERY (1980)
 NG0666
 NG0666'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JM)
 NG0666'CUDAHY 1953 RECOVERED GOOD.  CUDAHY NO. 1, 1953 RECOVERED GOOD.
 NG0666'CUDAHY NO. 2, 1953 DESTROYED, DUE TO GOLF COARSE GRADING.  CUDAHY AZ
 NG0666'MARK RECOVERED GOOD, NOT VISIBLE FROM CUDAHY (TREES).
 NG0666'
 NG0666'THE STATION IS LOCATED AT THE EAST EDGE OF THE WARNIMONT GOLF COARSE,
 NG0666'GREEN NO. 2.  IN THE SOUTHEAST EDGE OF THE CITY OF CUDAHY ABOUT 650
 NG0666'FT. WEST OF THE WEST SHORE OF LAKE MICHIGAN.
 NG0666'
 NG0666'TO REACH THE STATION FROM THE INTERSECTION OF S. LAKE DR. AND PULASKI
 NG0666'AVE. DRIVE EAST ON PULASKI AVE FOR 0.2 MILE TO A DRIVE LEADING SOUTH
 NG0666'INTO THE CUDAHY GUN CLUB.  DRIVE SOUTH ON THE GUN CLUB DR. FOR 0.3
 NG0666'MILE TO THE CUDAHY GUN CLUB.  WALK WEST ABOUT 300 FT. TO THE TOP OF
 NG0666'THE HILL AT THE EAST EDGE OF GOLF COARSE.
 NG0666'
 NG0666'THE STATION IS 52 FT. EAST OF THE EAST EDGE OF GREEN NO. 2 OF THE GOLF
 NG0666'COARSE.  THE AZ MARK IS LOCATED 0.05 MILE EAST OF THE INTERSECTION OF
 NG0666'S. LAKE DR. AND PULASKI AVE.
 NG0666'
 NG0666'THE AZ MARK DESCRIPTION IS CHANGED TO READ 20 FT. SOUTH OF THE CENTER
 NG0666'OF PULASKI AVE. AND 7.5 FT EAST OF A POWER POLE WITH NO. 66-5106
 NG0666'ATTACHED TO IT.  NO WHITE WITNESS POST FOUND.
 NG0666'
 NG0666'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST EDGE OF CUDAHY.
 NG0666
 NG0666                          STATION RECOVERY (2001)
 NG0666
 NG0666'RECOVERY NOTE BY US POWER SQUADRON 2001
 NG0666'RECOVERED IN GOOD CONDITION.
 NG0666
 NG0666                          STATION RECOVERY (2006)
 NG0666
 NG0666'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 NG0666'MARK FOUND IN GOOD CONDITION AT THE LISTED COORDINATES.
 NG0666
 NG0666                          STATION RECOVERY (2009)
 NG0666
 NG0666'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 NG0666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DG4850 ***********************************************************************
 DG4850  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4850  DESIGNATION -  CUDAHY S GPS
 DG4850  PID         -  DG4850
 DG4850  STATE/COUNTY-  WI/MILWAUKEE
 DG4850  COUNTRY     -  US
 DG4850  USGS QUAD   -  SOUTH MILWAUKEE (2018)
 DG4850
 DG4850                         *CURRENT SURVEY CONTROL
 DG4850  ______________________________________________________________________
 DG4850* NAD 83(2011) POSITION- 42 56 29.12272(N) 087 50 59.05788(W)   ADJUSTED
 DG4850* NAD 83(2011) ELLIP HT-   176.370 (meters)        (06/27/12)   ADJUSTED
 DG4850* NAD 83(2011) EPOCH   -  2010.00
 DG4850* NAVD 88 ORTHO HEIGHT -   211.45  (meters)      693.7   (feet) GPS OBS
 DG4850  ______________________________________________________________________
 DG4850  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DG4850  GEOID HEIGHT    -        -35.079 (meters)                     GEOID12A
 DG4850  GEOID HEIGHT    -        -35.064 (meters)                     GEOID18
 DG4850  NAD 83(2011) X  -    175,464.536 (meters)                     COMP
 DG4850  NAD 83(2011) Y  - -4,673,225.153 (meters)                     COMP
 DG4850  NAD 83(2011) Z  -  4,322,860.397 (meters)                     COMP
 DG4850  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 DG4850
 DG4850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4850  Standards:
 DG4850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4850  -------------------------------------------------------------------
 DG4850  NETWORK    0.33   0.41           0.15   0.12   0.21     -0.01781234
 DG4850  -------------------------------------------------------------------
 DG4850  Click here for local accuracies and other accuracy information.
 DG4850
 DG4850.The horizontal coordinates were established by GPS observations
 DG4850.and adjusted by the National Geodetic Survey in June 2012.
 DG4850
 DG4850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4850.been affixed to the stable North American tectonic plate. See 
 DG4850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4850
 DG4850.The horizontal coordinates are valid at the epoch date displayed above
 DG4850.which is a decimal equivalence of Year/Month/Day.
 DG4850
 DG4850.The orthometric height was determined by GPS observations and a
 DG4850.high-resolution geoid model using precise GPS observation and
 DG4850.processing techniques.
 DG4850
 DG4850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4850.GEOID18 height accuracy estimate available here.
 DG4850
 DG4850.Click photographs - Photos may exist for this station.
 DG4850
 DG4850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4850
 DG4850.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4850
 DG4850.The ellipsoidal height was determined by GPS observations
 DG4850.and is referenced to NAD 83.
 DG4850
 DG4850. The following values were computed from the NAD 83(2011) position.
 DG4850
 DG4850;                    North         East     Units Scale Factor Converg.
 DG4850;SPC WI S     -   106,845.892   775,475.216   MT  0.99996455   +1 28 38.8
 DG4850;SPC WI S     -   350,543.56  2,544,204.94   sFT  0.99996455   +1 28 38.8
 DG4850;UTM  16      - 4,754,660.183   430,673.287   MT  0.99965913   -0 34 44.1
 DG4850
 DG4850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4850!SPC WI S     -   0.99997234  x   0.99996455  =   0.99993689
 DG4850!UTM  16      -   0.99997234  x   0.99965913  =   0.99963148
 DG4850
 DG4850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3067354660(NAD 83)
 DG4850
 DG4850                          SUPERSEDED SURVEY CONTROL
 DG4850
 DG4850  NAD 83(2007)-  42 56 29.12260(N)    087 50 59.05869(W) AD(2002.00) 0
 DG4850  ELLIP H (02/10/07)  176.402  (m)                       GP(2002.00)    
 DG4850  NAD 83(1997)-  42 56 29.12269(N)    087 50 59.05891(W) AD(       ) 1
 DG4850  ELLIP H (04/02/04)  176.403  (m)                       GP(       ) 4 1
 DG4850  NAVD 88 (07/26/07)  211.45   (m)  UNKNOWN  model used  GPS OBS        
 DG4850  NAVD 88 (04/02/04)  211.46   (m)  GEOID03  model used  GPS OBS        
 DG4850
 DG4850.Superseded values are not recommended for survey control.
 DG4850
 DG4850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4850.See file dsdata.pdf to determine how the superseded data were derived.
 DG4850
 DG4850_MARKER: DD = SURVEY DISK
 DG4850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4850_STAMPING: CUDAHY S GPS 2002
 DG4850_MARK LOGO: WIDT
 DG4850_PROJECTION: FLUSH
 DG4850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4850+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2013
 DG4850
 DG4850  HISTORY     - Date     Condition        Report By
 DG4850  HISTORY     - 2001     MONUMENTED       WIDT
 DG4850  HISTORY     - 20050513 GOOD             GEOCAC
 DG4850  HISTORY     - 20060627 GOOD             WIDT
 DG4850  HISTORY     - 20131211 GOOD             GEOSPC
 DG4850
 DG4850                          STATION DESCRIPTION
 DG4850
 DG4850'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4850'THE STATION IS LOCATED ABOUT 24 KM NORTH-NORTHWEST OF RACINE AND 12 KM
 DG4850'SOUTHEAST OF MILWAUKEE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DG4850'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DG4850'HIGHWAY 100 WITH STATE HIGHWAY 32 ABOUT 16 KM NORTH-NORTHWEST OF
 DG4850'RACINE, GO NORTH ON STATE HIGHWAY 32 FOR 3.7 KM TO EAST DREXEL AVENUE
 DG4850'ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 32 FOR 3.7 KM TO EAST
 DG4850'COLLEGE AVENUE, CONTINUE NORTH ON STATE HIGHWAY 32 FOR 2.1 KM TO THE
 DG4850'STATION ON THE RIGHT.  ---NOTE---THIS STATION IS IN LINE WITH THE
 DG4850'EXTENDED CENTERLINE OF EAST DALE AVENUE.  THE STATION IS A BRONZE
 DG4850'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DG4850'DISK SET IN THE TOP OF A 41-CM CONCRETE POST SET TO A DEPTH OF 2.4 M
 DG4850'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.3 M EAST
 DG4850'OF THE CENTERLINE OF STATE HIGHWAY 32, 11.7 M SOUTHEAST OF THE CENTER
 DG4850'OF A MANHOLE COVER AND 10.3 M NORTHEAST OF METAL POST FOR BUS STOP
 DG4850'SIGN --55 LAYTON, 88 CUDAHY--.  ---NOTE---THIS STATION HAS NO VISIBLE
 DG4850'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DG4850
 DG4850                          STATION RECOVERY (2005)
 DG4850
 DG4850'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 DG4850'RECOVERED IN GOOD CONDITION.
 DG4850
 DG4850                          STATION RECOVERY (2006)
 DG4850
 DG4850'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DG4850'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH AND 1.0
 DG4850'M SOUTH OF TWO WHITE PLASTIC WITNESS POSTS.
 DG4850
 DG4850                          STATION RECOVERY (2013)
 DG4850
 DG4850'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2013 (DJH)
 DG4850'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DJ4556 ***********************************************************************
 DJ4556  DESIGNATION -  CUFFY KNOB GPS
 DJ4556  PID         -  DJ4556
 DJ4556  STATE/COUNTY-  WI/JACKSON
 DJ4556  COUNTRY     -  US
 DJ4556  USGS QUAD   -  NORTH BEND NE (2018)
 DJ4556
 DJ4556                         *CURRENT SURVEY CONTROL
 DJ4556  ______________________________________________________________________
 DJ4556* NAD 83(2011) POSITION- 44 11 13.04214(N) 091 02 17.49550(W)   ADJUSTED
 DJ4556* NAD 83(2011) ELLIP HT-   239.601 (meters)        (06/27/12)   ADJUSTED
 DJ4556* NAD 83(2011) EPOCH   -  2010.00
 DJ4556* NAVD 88 ORTHO HEIGHT -   271.976 (meters)      892.31  (feet) ADJUSTED
 DJ4556  ______________________________________________________________________
 DJ4556  GEOID HEIGHT    -        -32.376 (meters)                     GEOID18
 DJ4556  NAD 83(2011) X  -    -83,006.175 (meters)                     COMP
 DJ4556  NAD 83(2011) Y  - -4,580,441.303 (meters)                     COMP
 DJ4556  NAD 83(2011) Z  -  4,423,178.220 (meters)                     COMP
 DJ4556  LAPLACE CORR    -         -9.55  (seconds)                    DEFLEC18
 DJ4556  DYNAMIC HEIGHT  -        271.930 (meters)      892.16  (feet) COMP
 DJ4556  MODELED GRAVITY -    980,441.7   (mgal)                       NAVD 88
 DJ4556
 DJ4556  VERT ORDER      -  SECOND    CLASS I
 DJ4556
 DJ4556  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4556  Standards:
 DJ4556         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4556            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4556  -------------------------------------------------------------------
 DJ4556  NETWORK    0.33   0.29           0.15   0.11   0.15      0.12490947
 DJ4556  -------------------------------------------------------------------
 DJ4556  Click here for local accuracies and other accuracy information.
 DJ4556
 DJ4556.The horizontal coordinates were established by GPS observations
 DJ4556.and adjusted by the National Geodetic Survey in June 2012.
 DJ4556
 DJ4556.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4556.been affixed to the stable North American tectonic plate. See 
 DJ4556.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ4556
 DJ4556.The horizontal coordinates are valid at the epoch date displayed above
 DJ4556.which is a decimal equivalence of Year/Month/Day.
 DJ4556
 DJ4556.The orthometric height was determined by differential leveling and
 DJ4556.adjusted by the WI DEPT OF TRANSP
 DJ4556.in May 2012.
 DJ4556
 DJ4556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4556.GEOID18 height accuracy estimate available here.
 DJ4556
 DJ4556.Click photographs - Photos may exist for this station.
 DJ4556
 DJ4556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ4556
 DJ4556.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ4556
 DJ4556.The ellipsoidal height was determined by GPS observations
 DJ4556.and is referenced to NAD 83.
 DJ4556
 DJ4556.The dynamic height is computed by dividing the NAVD 88
 DJ4556.geopotential number by the normal gravity value computed on the
 DJ4556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ4556.degrees latitude (g = 980.6199 gals.).
 DJ4556
 DJ4556.The modeled gravity was interpolated from observed gravity values.
 DJ4556
 DJ4556. The following values were computed from the NAD 83(2011) position.
 DJ4556
 DJ4556;                    North         East     Units Scale Factor Converg.
 DJ4556;SPC WI C     -    39,824.700   516,993.618   MT  1.00001252   -0 43 57.1
 DJ4556;SPC WI C     -   130,658.20  1,696,169.90   sFT  1.00001252   -0 43 57.1
 DJ4556;UTM  15      - 4,894,509.313   656,792.300   MT  0.99990235   +1 22 03.6
 DJ4556
 DJ4556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4556!SPC WI C     -   0.99996243  x   1.00001252  =   0.99997495
 DJ4556!UTM  15      -   0.99996243  x   0.99990235  =   0.99986479
 DJ4556
 DJ4556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5679294509(NAD 83)
 DJ4556
 DJ4556                          SUPERSEDED SURVEY CONTROL
 DJ4556
 DJ4556  NAD 83(2007)-  44 11 13.04219(N)    091 02 17.49636(W) AD(2002.00) 1
 DJ4556  ELLIP H (07/29/08)  239.634  (m)                       GP(2002.00) 3 1
 DJ4556  NAVD 88             271.97   (m)          892.3    (f) LEVELING    3  
 DJ4556  NAVD 88 (07/08/08)  271.966  (m)          892.28   (f) SUPERSEDED  2 1
 DJ4556
 DJ4556.Superseded values are not recommended for survey control.
 DJ4556
 DJ4556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4556.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4556
 DJ4556_MARKER: F = FLANGE-ENCASED ROD
 DJ4556_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ4556_STAMPING: CUFFY KNOB GPS NOV. 1993
 DJ4556_MARK LOGO: WI-053
 DJ4556_PROJECTION: RECESSED 15 CENTIMETERS
 DJ4556_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ4556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ4556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ4556+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2023
 DJ4556_ROD/PIPE-DEPTH: 3.6 meters
 DJ4556_SLEEVE-DEPTH  : 1.2 meters
 DJ4556
 DJ4556  HISTORY     - Date     Condition        Report By
 DJ4556  HISTORY     - 1993     MONUMENTED       WI-053
 DJ4556  HISTORY     - 20061024 GOOD             WIDT
 DJ4556  HISTORY     - 20110908 GOOD             WIDT
 DJ4556  HISTORY     - 20220811 GOOD             WI-053
 DJ4556  HISTORY     - 20230216 GOOD             WI-053
 DJ4556
 DJ4556                          STATION DESCRIPTION
 DJ4556
 DJ4556'DESCRIBED BY WI DEPT OF TRANSP 2006 (EPS)
 DJ4556'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DJ4556'HIGHWAY N TO THE WEST AND CUT OFF ROAD TO THE EAST ABOUT 11 MI (17.7
 DJ4556'KM) SOUTHWEST OF THE CITY OF BLACK RIVER FALLS, GO NORTHWEST ON COUNTY
 DJ4556'HIGHWAY N FOR 3.5 MI (5.6 KM) TO HENRY ROAD ON THE RIGHT, TURN RIGHT
 DJ4556'AND GO NORTH ON HENRY ROAD FOR 0.15 MI (0.2 KM) TO THE STATION ON THE
 DJ4556'RIGHT.  THE STATION IS A FLANGE-ENCASED CENTER-PUNCHED STAINLESS STEEL
 DJ4556'ROD DRIVEN TO REFUSAL 3.6 M (11.8 FT) DEEP, WITH GREASED SLEEVE AND
 DJ4556'ALUMINUM JACKSON COUNTY ACCESS COVER, LOCATED WITHIN THE RIGHT-OF-WAY
 DJ4556'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.4 M (17.7 FT)
 DJ4556'EAST OF THE CENTER OF HENRY ROAD, 53 M (173.9 FT) SOUTH-SOUTHEAST OF A
 DJ4556'TELEPHONE PEDESTAL --2100--, 28 M (91.9 FT) NORTH OF A FIELD ENTRANCE,
 DJ4556'2 M (6.6 FT) WEST OF AN AGRICULTURAL FIELD, 1.0 M (3.3 FT) SOUTHWEST
 DJ4556'OF AN ORANGE 4X4 PLASTIC WITNESS POST, 0.9 M (3.0 FT) NORTHWEST OF A
 DJ4556'GRAY PLASTIC WITNESS POST, AND 0.6 M (2.0 FT) EAST OF AN ORANGE 4X4
 DJ4556'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DJ4556'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DJ4556
 DJ4556                          STATION RECOVERY (2011)
 DJ4556
 DJ4556'RECOVERY NOTE BY WI DEPT OF TRANSP 2011 (PGL)
 DJ4556'RECOVERED IN GOOD CONDITION.
 DJ4556
 DJ4556                          STATION RECOVERY (2022)
 DJ4556
 DJ4556'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2022 (CB)
 DJ4556'RECOVERED IN GOOD CONDITION.
 DJ4556
 DJ4556                          STATION RECOVERY (2023)
 DJ4556
 DJ4556'RECOVERY NOTE BY JACKSON COUNTY WISCONSIN 2023 (CB)
 DJ4556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 ON0032 ***********************************************************************
 ON0032  DESIGNATION -  CULVERT 26 1/2
 ON0032  PID         -  ON0032
 ON0032  STATE/COUNTY-  WI/JUNEAU
 ON0032  COUNTRY     -  US
 ON0032  USGS QUAD   -  KENDALL EAST (2018)
 ON0032
 ON0032                         *CURRENT SURVEY CONTROL
 ON0032  ______________________________________________________________________
 ON0032* NAD 83(1986) POSITION- 43 49 20.     (N) 090 16 19.     (W)   SCALED
 ON0032* NAVD 88 ORTHO HEIGHT -   325.590 (meters)     1068.21  (feet) ADJUSTED
 ON0032  ______________________________________________________________________
 ON0032  GEOID HEIGHT    -        -34.568 (meters)                     GEOID18
 ON0032  DYNAMIC HEIGHT  -        325.513 (meters)     1067.95  (feet) COMP
 ON0032  MODELED GRAVITY -    980,373.9   (mgal)                       NAVD 88
 ON0032
 ON0032  VERT ORDER      -  SECOND    CLASS 0
 ON0032
 ON0032.The horizontal coordinates were scaled from a map and have
 ON0032.an estimated accuracy of +/- 6 seconds.
 ON0032
 ON0032.The orthometric height was determined by differential leveling and
 ON0032.adjusted by the NATIONAL GEODETIC SURVEY
 ON0032.in June 1991.
 ON0032
 ON0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0032.GEOID18 height accuracy estimate available here.
 ON0032
 ON0032.Click photographs - Photos may exist for this station.
 ON0032
 ON0032.The dynamic height is computed by dividing the NAVD 88
 ON0032.geopotential number by the normal gravity value computed on the
 ON0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0032.degrees latitude (g = 980.6199 gals.).
 ON0032
 ON0032.The modeled gravity was interpolated from observed gravity values.
 ON0032
 ON0032;                    North         East    Units  Estimated Accuracy
 ON0032;SPC WI S     -   202,470.      578,120.      MT  (+/- 180 meters Scaled)
 ON0032
 ON0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ193557(NAD 83)
 ON0032
 ON0032                          SUPERSEDED SURVEY CONTROL
 ON0032
 ON0032  NGVD 29 (??/??/92)  325.608  (m)         1068.27   (f) ADJ UNCH    2 0
 ON0032
 ON0032.Superseded values are not recommended for survey control.
 ON0032
 ON0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0032.See file dsdata.pdf to determine how the superseded data were derived.
 ON0032
 ON0032_MARKER: Q = CHISELED SQUARE
 ON0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0032_SP_SET: CULVERT
 ON0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0032
 ON0032  HISTORY     - Date     Condition        Report By
 ON0032  HISTORY     - UNK      MONUMENTED       USGS
 ON0032  HISTORY     - 1934     GOOD             CGS
 ON0032
 ON0032                          STATION DESCRIPTION
 ON0032
 ON0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0032'4.3 MI S FROM HUSTLER.
 ON0032'ABOUT 4.3 MILES SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 ON0032'AND OMAHA RAILWAY FROM THE MAIN STREET CROSSING AT HUSTLER,
 ON0032'JUNEAU COUNTY, ABOUT 200 FEET SOUTH OF THE TELEGRAPH OFFICE
 ON0032'AT THE STATION AT TUNNEL, ABOUT 1,800 FEET SOUTH OF THE SOUTH
 ON0032'END OF A TUNNEL, AT CULVERT 26 1/2, AND ON THE TOP OF THE
 ON0032'PARAPET WALL AT THE NORTHEAST CORNER.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5418 ***********************************************************************
 DN5418  DESIGNATION -  CUMBERLAND E GPS
 DN5418  PID         -  DN5418
 DN5418  STATE/COUNTY-  WI/BARRON
 DN5418  COUNTRY     -  US
 DN5418  USGS QUAD   -  POSKIN (2018)
 DN5418
 DN5418                         *CURRENT SURVEY CONTROL
 DN5418  ______________________________________________________________________
 DN5418* NAD 83(2011) POSITION- 45 29 22.72645(N) 091 55 11.13600(W)   ADJUSTED
 DN5418* NAD 83(2011) ELLIP HT-   371.131 (meters)        (04/15/13)   ADJUSTED
 DN5418* NAD 83(2011) EPOCH   -  2010.00
 DN5418* NAVD 88 ORTHO HEIGHT -   401.331 (meters)     1316.70  (feet) ADJUSTED
 DN5418  ______________________________________________________________________
 DN5418  GEOID HEIGHT    -        -30.198 (meters)                     GEOID18
 DN5418  NAD 83(2011) X  -   -150,052.860 (meters)                     COMP
 DN5418  NAD 83(2011) Y  - -4,476,693.969 (meters)                     COMP
 DN5418  NAD 83(2011) Z  -  4,525,927.235 (meters)                     COMP
 DN5418  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 DN5418  DYNAMIC HEIGHT  -        401.290 (meters)     1316.57  (feet) COMP
 DN5418  MODELED GRAVITY -    980,503.1   (mgal)                       NAVD 88
 DN5418
 DN5418  VERT ORDER      -  SECOND    CLASS I
 DN5418
 DN5418  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5418  Standards:
 DN5418         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5418            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5418  -------------------------------------------------------------------
 DN5418  NETWORK    0.73   1.29           0.32   0.27   0.66     -0.07764043
 DN5418  -------------------------------------------------------------------
 DN5418  Click here for local accuracies and other accuracy information.
 DN5418
 DN5418.The horizontal coordinates were established by GPS observations
 DN5418.and adjusted by the National Geodetic Survey in April 2013.
 DN5418
 DN5418.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5418.been affixed to the stable North American tectonic plate. See 
 DN5418.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5418
 DN5418.The horizontal coordinates are valid at the epoch date displayed above
 DN5418.which is a decimal equivalence of Year/Month/Day.
 DN5418
 DN5418.The orthometric height was determined by differential leveling and
 DN5418.adjusted by the WI DEPT OF TRANSP
 DN5418.in May 2012.
 DN5418
 DN5418.No vertical observational check was made to the station.
 DN5418
 DN5418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5418.GEOID18 height accuracy estimate available here.
 DN5418
 DN5418.Click photographs - Photos may exist for this station.
 DN5418
 DN5418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5418
 DN5418.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5418
 DN5418.The ellipsoidal height was determined by GPS observations
 DN5418.and is referenced to NAD 83.
 DN5418
 DN5418.The dynamic height is computed by dividing the NAVD 88
 DN5418.geopotential number by the normal gravity value computed on the
 DN5418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5418.degrees latitude (g = 980.6199 gals.).
 DN5418
 DN5418.The modeled gravity was interpolated from observed gravity values.
 DN5418
 DN5418. The following values were computed from the NAD 83(2011) position.
 DN5418
 DN5418;                    North         East     Units Scale Factor Converg.
 DN5418;SPC WI C     -   185,828.632   449,942.050   MT  0.99999804   -1 21 16.3
 DN5418;SPC WI C     -   609,672.77  1,476,184.88   sFT  0.99999804   -1 21 16.3
 DN5418;UTM  15      - 5,037,913.722   584,411.084   MT  0.99968760   +0 46 13.4
 DN5418
 DN5418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5418!SPC WI C     -   0.99994182  x   0.99999804  =   0.99993986
 DN5418!UTM  15      -   0.99994182  x   0.99968760  =   0.99962944
 DN5418
 DN5418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8441137913(NAD 83)
 DN5418
 DN5418                          SUPERSEDED SURVEY CONTROL
 DN5418
 DN5418  NAD 83(2007)-  45 29 22.72644(N)    091 55 11.13657(W) AD(2002.00) 1
 DN5418  ELLIP H (04/06/12)  371.165  (m)                       GP(2002.00) 1 1
 DN5418  NAVD 88             401.33   (m)         1316.7    (f) LEVELING    3  
 DN5418
 DN5418.Superseded values are not recommended for survey control.
 DN5418
 DN5418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5418.See file dsdata.pdf to determine how the superseded data were derived.
 DN5418
 DN5418_MARKER: DD = SURVEY DISK
 DN5418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5418_STAMPING: CUMBERLAND E GPS 2006
 DN5418_MARK LOGO: WIDT
 DN5418_PROJECTION: FLUSH
 DN5418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5418+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2010
 DN5418
 DN5418  HISTORY     - Date     Condition        Report By
 DN5418  HISTORY     - 2005     MONUMENTED       WIDT
 DN5418  HISTORY     - 20100901 GOOD             WIDT
 DN5418
 DN5418                          STATION DESCRIPTION
 DN5418
 DN5418'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5418'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DN5418'HIGHWAY 48 (ELM STREET) IN THE CITY OF CUMBERLAND, GO EAST ON STATE
 DN5418'HIGHWAY 48 (ELM STREET BECOMING 22 1/2 AVENUE) FOR 4.9 MI (7.9 KM) TO
 DN5418'11 1/2 STREET RIGHT.  TURN RIGHT AND GO SOUTH ON 11 1/2 STREET FOR 2.5
 DN5418'MI (4.0 KM) TO 20TH AVENUE RIGHT.  CONTINUE SOUTH ON 11 1/2 STREET FOR
 DN5418'0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DN5418'
 DN5418'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5418'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5418'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5418'GROUND AND APPROXIMATELY LEVEL WITH THE ROAD PAVEMENT.
 DN5418'
 DN5418'THE STATION IS 8.7 M (28.5 FT) WEST OF THE CENTERLINE OF 11 1/2
 DN5418'STREET, 51.7 M (169.6 FT) SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE,
 DN5418'34.5 M (113.2 FT) NORTH OF THE EXTENDED CENTERLINE OF A FIELD
 DN5418'ENTRANCE, 1.5 M (4.9 FT) EAST OF A CULTIVATED FIELD AND IS 1 M (3.3
 DN5418'FT) FROM THREE ORANGE 4X4 PLASTIC GUARD POSTS SURROUNDING THE STATION.
 DN5418'NOTE-THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DN5418'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 08:34:30 EDT
 DN5417 ***********************************************************************
 DN5417  DESIGNATION -  CUMBERLAND GPS
 DN5417  PID         -  DN5417
 DN5417  STATE/COUNTY-  WI/BARRON
 DN5417  COUNTRY     -  US
 DN5417  USGS QUAD   -  CUMBERLAND (2018)
 DN5417
 DN5417                         *CURRENT SURVEY CONTROL
 DN5417  ______________________________________________________________________
 DN5417* NAD 83(2011) POSITION- 45 31 01.55703(N) 092 01 46.46800(W)   ADJUSTED
 DN5417* NAD 83(2011) ELLIP HT-   372.215 (meters)        (04/15/13)   ADJUSTED
 DN5417* NAD 83(2011) EPOCH   -  2010.00
 DN5417* NAVD 88 ORTHO HEIGHT -   402.146 (meters)     1319.37  (feet) ADJUSTED
 DN5417  ______________________________________________________________________
 DN5417  GEOID HEIGHT    -        -29.928 (meters)                     GEOID18
 DN5417  NAD 83(2011) X  -   -158,555.662 (meters)                     COMP
 DN5417  NAD 83(2011) Y  - -4,474,223.779 (meters)                     COMP
 DN5417  NAD 83(2011) Z  -  4,528,066.594 (meters)                     COMP
 DN5417  LAPLACE CORR    -         -7.45  (seconds)                    DEFLEC18
 DN5417  DYNAMIC HEIGHT  -        402.103 (meters)     1319.23  (feet) COMP
 DN5417  MODELED GRAVITY -    980,498.2   (mgal)                       NAVD 88
 DN5417
 DN5417  VERT ORDER      -  SECOND    CLASS I
 DN5417
 DN5417  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5417  Standards:
 DN5417         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5417            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5417  -------------------------------------------------------------------
 DN5417  NETWORK    0.74   1.33           0.33   0.27   0.68      0.11229734
 DN5417  -------------------------------------------------------------------
 DN5417  Click here for local accuracies and other accuracy information.
 DN5417
 DN5417.The horizontal coordinates were established by GPS observations
 DN5417.and adjusted by the National Geodetic Survey in April 2013.
 DN5417
 DN5417.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5417.been affixed to the stable North American tectonic plate. See 
 DN5417.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5417
 DN5417.The horizontal coordinates are valid at the epoch date displayed above
 DN5417.which is a decimal equivalence of Year/Month/Day.
 DN5417
 DN5417.The orthometric height was determined by differential leveling and
 DN5417.adjusted by the WI DEPT OF TRANSP
 DN5417.in May 2012.
 DN5417
 DN5417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5417.GEOID18 height accuracy estimate available here.
 DN5417
 DN5417.Click photographs - Photos may exist for this station.
 DN5417
 DN5417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5417
 DN5417.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5417
 DN5417.The ellipsoidal height was determined by GPS observations
 DN5417.and is referenced to NAD 83.
 DN5417
 DN5417.The dynamic height is computed by dividing the NAVD 88
 DN5417.geopotential number by the normal gravity value computed on the
 DN5417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5417.degrees latitude (g = 980.6199 gals.).
 DN5417
 DN5417.The modeled gravity was interpolated from observed gravity values.
 DN5417
 DN5417. The following values were computed from the NAD 83(2011) position.
 DN5417
 DN5417;                    North         East     Units Scale Factor Converg.
 DN5417;SPC WI C     -   189,087.575   441,436.399   MT  1.00000330   -1 25 55.3
 DN5417;SPC WI C     -   620,364.82  1,448,279.25   sFT  1.00000330   -1 25 55.3
 DN5417;UTM  15      - 5,040,854.138   575,793.232   MT  0.99967063   +0 41 32.6
 DN5417
 DN5417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5417!SPC WI C     -   0.99994165  x   1.00000330  =   0.99994495
 DN5417!UTM  15      -   0.99994165  x   0.99967063  =   0.99961230
 DN5417
 DN5417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7579340854(NAD 83)
 DN5417
 DN5417                          SUPERSEDED SURVEY CONTROL
 DN5417
 DN5417  NAD 83(2007)-  45 31 01.55699(N)    092 01 46.46860(W) AD(2002.00) 1
 DN5417  ELLIP H (04/06/12)  372.249  (m)                       GP(2002.00) 1 1
 DN5417  NAVD 88             402.15   (m)         1319.4    (f) LEVELING    3  
 DN5417
 DN5417.Superseded values are not recommended for survey control.
 DN5417
 DN5417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5417.See file dsdata.pdf to determine how the superseded data were derived.
 DN5417
 DN5417_MARKER: DD = SURVEY DISK
 DN5417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5417_STAMPING: CUMBERLAND GPS 2006
 DN5417_MARK LOGO: WIDT
 DN5417_PROJECTION: FLUSH
 DN5417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN5417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5417+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2010
 DN5417
 DN5417  HISTORY     - Date     Condition        Report By
 DN5417  HISTORY     - 2005     MONUMENTED       WIDT
 DN5417  HISTORY     - 20100831 GOOD             WIDT
 DN5417
 DN5417                          STATION DESCRIPTION
 DN5417
 DN5417'DESCRIBED BY WI DEPT OF TRANSP 2010 (EPS)
 DN5417'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 DN5417'HIGHWAY 48 (ELM STREET) IN THE CITY OF CUMBERLAND, GO WEST ON STATE
 DN5417'HIGHWAY 63 AND STATE HIGHWAY 48 (ELM STREET) FOR 0.5 MI (0.8 KM) TO
 DN5417'EIGHTH STREET LEFT.  TURN LEFT AND GO SOUTH ON EIGHTH STREET FOR 1.0
 DN5417'MI (1.6 KM) TO 21 1/2 AVENUE (SAINT ANTHONY STREET).  TURN LEFT AND GO
 DN5417'EAST ON 21 1/2 AVENUE (SAINT ANTHONY STREET) FOR 0.1 MI (0.2 KM) TO
 DN5417'THE STATION ON THE RIGHT.
 DN5417'
 DN5417'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DN5417'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 40-CM (16
 DN5417'INCH) DIAMETER CONCRETE POST 2.4 M (7.9 FT) DEEP, FLUSH WITH THE
 DN5417'GROUND AND APPROXIMATELY 0.5 M (1.6 FT) LOWER THAN THE ROAD PAVEMENT.
 DN5417'
 DN5417'THE STATION IS 10.3 M (33.8 FT) SOUTH OF THE CENTERLINE OF 22 1/2
 DN5417'AVENUE (SAINT ANTHONY STREET), APPROXIMATELY 114 M (374.0 FT) EAST OF
 DN5417'EIGHTH STREET, 49.5 M (162.4 FT) SOUTHWEST OF A YELLOW RIGHT FIELD
 DN5417'FOUL POLE, 29.0 M (95.1 FT) SOUTHEAST OF A 50 CM (20 INCH) DIAMETER
 DN5417'TREE, 10.4 M (34.1 FT) EAST OF AN ORANGE OVER WHITE -BURIED CABLE
 DN5417'WARNING- POST, 0.5 M (1.6 FT) NORTH OF A WIRE